














                                  SURVEY CONTROL DATA
                                
                             STATE=AL
                             [OCTOBER  8, 2006    ]
                              Version = 7.42
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1953 ***********************************************************************
 AA1953  DESIGNATION -  08 28 01
 AA1953  PID         -  AA1953
 AA1953  STATE/COUNTY-  AL/JEFFERSON
 AA1953  USGS QUAD   -  GARDENDALE (1979)
 AA1953
 AA1953                         *CURRENT SURVEY CONTROL
 AA1953  ___________________________________________________________________
 AA1953* NAD 83(1992)-  33 42 17.31938(N)    086 45 34.15482(W)     ADJUSTED  
 AA1953* NAVD 88     -       187.6    (meters)     615.     (feet)  VERTCON   
 AA1953  ___________________________________________________________________
 AA1953  X           -     300,252.952 (meters)                     COMP
 AA1953  Y           -  -5,303,136.384 (meters)                     COMP
 AA1953  Z           -   3,519,342.885 (meters)                     COMP
 AA1953  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AA1953  ELLIP HEIGHT-         158.50  (meters)          (07/29/02) GPS OBS
 AA1953  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA1953
 AA1953  HORZ ORDER  -  FIRST
 AA1953  ELLP ORDER  -  FOURTH    CLASS I
 AA1953
 AA1953.The horizontal coordinates were established by GPS observations
 AA1953.and adjusted by the National Geodetic Survey in September 1994..
 AA1953
 AA1953.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1953
 AA1953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1953
 AA1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1953
 AA1953.The ellipsoidal height was determined by GPS observations
 AA1953.and is referenced to NAD 83.
 AA1953
 AA1953.The geoid height was determined by GEOID03.
 AA1953
 AA1953;                    North         East     Units Scale Factor Converg.
 AA1953;SPC AL W     -   411,024.531   668,643.988   MT  0.99999140   +0 24 39.4
 AA1953;UTM  16      - 3,729,452.743   522,287.371   MT  0.99960612   +0 08 00.5
 AA1953
 AA1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1953!SPC AL W     -   0.99997512  x   0.99999140  =   0.99996652
 AA1953!UTM  16      -   0.99997512  x   0.99960612  =   0.99958125
 AA1953
 AA1953                          SUPERSEDED SURVEY CONTROL
 AA1953
 AA1953  ELLIP H (09/29/94)  158.56   (m)                       GP(       ) 3 2
 AA1953  NGVD 29 (09/29/94)  187.5    (m)          615.     (f) GPS OBS        
 AA1953
 AA1953.Superseded values are not recommended for survey control.
 AA1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1953.See file dsdata.txt to determine how the superseded data were derived.
 AA1953
 AA1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2228729453(NAD 83)
 AA1953_MARKER: DD = SURVEY DISK
 AA1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1953_SP_SET: CONCRETE POST
 AA1953_STAMPING: 08-28-01 1991 615.15
 AA1953_MARK LOGO: AL-073
 AA1953_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1953+STABILITY: SURFACE MOTION
 AA1953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1953+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1993
 AA1953
 AA1953  HISTORY     - Date     Condition        Report By
 AA1953  HISTORY     - 1991     MONUMENTED       ALHD
 AA1953  HISTORY     - 19930519 GOOD             ALHD
 AA1953
 AA1953                          STATION DESCRIPTION
 AA1953
 AA1953'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1953'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHEAST RIGHT OF
 AA1953'WAY OF CASTLE HGTS ROAD, ABOUT 4.05 MI (6.52 KM) SOUTHEAST OF MORRIS
 AA1953'AND ABOUT 5.15 MI (8.29 KM) NORTHEAST OF GARDENDALE. TO REACH THE
 AA1953'STATION FROM EXIT 267 ON I-65 DRIVE EAST ON WALKER CHAPEL ROAD FOR
 AA1953'0.75 MI (1.21 KM) TO U.S. 31 LEFT AND RIGHT AT A TRAFFIC LIGHT,
 AA1953'CONTINUE EAST AND NORTHEAST ON NEW CASTLE ROAD FOR 8.40 MI (13.52 KM)
 AA1953'TO GLENWOOD ROAD ON THE LEFT, TURN LEFT ON GLENWOOD ROAD AND DRIVE
 AA1953'WEST FOR 1.15 MI (1.85 KM) TO CASTLE HGTS ROAD ON THE LEFT, TURN LEFT
 AA1953'ON CASTLE HGTS ROAD AND DRIVE SOUTH FOR 0.45 MI (0.72 KM) TO A HIGH
 AA1953'VOLTAGE POWER LINE CROSSING AND THE STATION ON THE LEFT. THE STATION
 AA1953'IS A JEFFERSON COUNTY ALABAMA HORZ AND VERT GPS SURVEY DISK SET ABOUT
 AA1953'18.6 FT (5.7 M) SOUTHEAST OF THE CENTERLINE OF CASTLE HGTS ROAD, 50.2
 AA1953'FT (15.3 M) EAST-SOUTHEAST OF AN ALABAMA POWER COMPANY CENTERLINE OF
 AA1953'RIGHT OF WAY SIGN ACROSS THE ROAD, 78.2 FT (23.8 M) NORTH OF A POWER
 AA1953'POLE AT THE NORTH EDGE OF THE CLEARING, 6.4 FT (2.0 M) NORTHWEST OF A
 AA1953'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-49
 AA1953'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0676 ***********************************************************************
 CM0676  DESIGNATION -  1
 CM0676  PID         -  CM0676
 CM0676  STATE/COUNTY-  AL/LEE
 CM0676  USGS QUAD   -  AUBURN (1983)
 CM0676
 CM0676                         *CURRENT SURVEY CONTROL
 CM0676  ___________________________________________________________________
 CM0676* NAD 83(1986)-  32 36 32.     (N)    085 28 54.     (W)     SCALED    
 CM0676* NAVD 88     -       211.318  (meters)     693.30   (feet)  ADJUSTED  
 CM0676  ___________________________________________________________________
 CM0676  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CM0676  DYNAMIC HT  -         211.068 (meters)     692.48  (feet)  COMP
 CM0676  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 CM0676
 CM0676  VERT ORDER  -  FIRST     CLASS I
 CM0676
 CM0676.The horizontal coordinates were scaled from a topographic map and have
 CM0676.an estimated accuracy of +/- 6 seconds.
 CM0676
 CM0676.The orthometric height was determined by differential leveling
 CM0676.and adjusted by the National Geodetic Survey in June 1991..
 CM0676
 CM0676.The geoid height was determined by GEOID03.
 CM0676
 CM0676.The dynamic height is computed by dividing the NAVD 88
 CM0676.geopotential number by the normal gravity value computed on the
 CM0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0676.degrees latitude (g = 980.6199 gals.).
 CM0676
 CM0676.The modeled gravity was interpolated from observed gravity values.
 CM0676
 CM0676;                    North         East    Units  Estimated Accuracy
 CM0676;SPC AL E     -   233,880.      233,010.      MT  (+/- 180 meters Scaled)
 CM0676
 CM0676                          SUPERSEDED SURVEY CONTROL
 CM0676
 CM0676  NGVD 29 (??/??/92)  211.288  (m)          693.20   (f) ADJ UNCH    1 1
 CM0676
 CM0676.Superseded values are not recommended for survey control.
 CM0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0676.See file dsdata.txt to determine how the superseded data were derived.
 CM0676
 CM0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB424089(NAD 83)
 CM0676_MARKER: DD = SURVEY DISK
 CM0676_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CM0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0676_STAMPING: 693.366 1
 CM0676_MARK LOGO: ALGS  
 CM0676_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CM0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0676+STABILITY: SURFACE MOTION
 CM0676
 CM0676  HISTORY     - Date     Condition        Report By
 CM0676  HISTORY     - UNK      MONUMENTED       ALGS
 CM0676  HISTORY     - 1968     GOOD             NGS
 CM0676  HISTORY     - 1983     GOOD             NGS
 CM0676  HISTORY     - 19880907 GOOD             ALHD
 CM0676
 CM0676                          STATION DESCRIPTION
 CM0676
 CM0676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0676'AT AUBURN.
 CM0676'AT AUBURN, ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 29 FROM THE
 CM0676'CROSSING OF THE WESTERN RAILWAY OF ALABAMA, NEAR THE INTERSECTION
 CM0676'OF COLLEGE STREET (U.S. HIGHWAY 29) AND GLENN AVENUE (STATE
 CM0676'HIGHWAY 14), 5.5 FEET SOUTH OF THE SOUTH CURB OF THE AVENUE, 5.5
 CM0676'FEET NORTHEAST OF THE SOUTH ONE OF TWO FIREPLUGS, 2 FEET WEST OF
 CM0676'THE WEST CURB OF THE STREET, ABOUT LEVEL WITH THE STREET AND
 CM0676'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 CM0676'LEVEL OF THE SIDEWALK.
 CM0676
 CM0676                          STATION RECOVERY (1983)
 CM0676
 CM0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 CM0676'RECOVERED IN GOOD CONDITION.
 CM0676
 CM0676                          STATION RECOVERY (1988)
 CM0676
 CM0676'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1988 (WJR)
 CM0676'STATION WAS RECOVERED AS DESCRIBED.  ELEVATION TRANSFER WAS MADE TO
 CM0676'AGS 1.  STATION IS TO BE DESTROYED BY CONSTRUCTION IN FUTURE. AT LATER
 CM0676'DATE FOUND THAT ELEVATION FOR STATION WAS TRANSFERRED IN 1983 TO 1
 CM0676'RESET (CM2441).  WE HAD NO RECORD OF THIS TRANSFER AND DID NOT RECOVER
 CM0676'1 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1097 ***********************************************************************
 EF1097  DESIGNATION -  1
 EF1097  PID         -  EF1097
 EF1097  STATE/COUNTY-  AL/COLBERT
 EF1097  USGS QUAD   -  TUSCUMBIA (1971)
 EF1097
 EF1097                         *CURRENT SURVEY CONTROL
 EF1097  ___________________________________________________________________
 EF1097* NAD 83(1986)-  34 42 54.     (N)    087 38 40.     (W)     SCALED    
 EF1097* NAVD 88     -       155.685  (meters)     510.78   (feet)  ADJUSTED  
 EF1097  ___________________________________________________________________
 EF1097  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EF1097  DYNAMIC HT  -         155.535 (meters)     510.28  (feet)  COMP
 EF1097  MODELED GRAV-     979,674.0   (mgal)                       NAVD 88
 EF1097
 EF1097  VERT ORDER  -  FIRST     CLASS II
 EF1097
 EF1097.The horizontal coordinates were scaled from a topographic map and have
 EF1097.an estimated accuracy of +/- 6 seconds.
 EF1097
 EF1097.The orthometric height was determined by differential leveling
 EF1097.and adjusted by the National Geodetic Survey in June 1991..
 EF1097
 EF1097.The geoid height was determined by GEOID03.
 EF1097
 EF1097.The dynamic height is computed by dividing the NAVD 88
 EF1097.geopotential number by the normal gravity value computed on the
 EF1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1097.degrees latitude (g = 980.6199 gals.).
 EF1097
 EF1097.The modeled gravity was interpolated from observed gravity values.
 EF1097
 EF1097;                    North         East    Units  Estimated Accuracy
 EF1097;SPC AL W     -   522,840.      586,770.      MT  (+/- 180 meters Scaled)
 EF1097
 EF1097                          SUPERSEDED SURVEY CONTROL
 EF1097
 EF1097  NGVD 29 (??/??/92)  155.64   (m)          510.6    (f) COMPUTED    1 2
 EF1097
 EF1097.Superseded values are not recommended for survey control.
 EF1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1097.See file dsdata.txt to determine how the superseded data were derived.
 EF1097
 EF1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD409416(NAD 83)
 EF1097_MARKER: S = SPIKE
 EF1097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF1097_SP_SET: CONCRETE BASE
 EF1097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1097
 EF1097  HISTORY     - Date     Condition        Report By
 EF1097  HISTORY     - UNK      MONUMENTED       CGS
 EF1097  HISTORY     - 1944     GOOD             NGS
 EF1097  HISTORY     - 1950     GOOD             TVA
 EF1097  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF1097
 EF1097                          STATION DESCRIPTION
 EF1097
 EF1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF1097'3.4 MI SE FROM TUSCUMBIA.
 EF1097'ABOUT 3.4 MILES SOUTHEASTERLY ALONG THE SOUTHERN RAILWAY FROM THE
 EF1097'FIRST NATIONAL BANK AT TUSCUMBIA, 8.0 FEET SOUTH OF THE CENTER LINE OF
 EF1097'THE RAILROAD, AND IS A 5/8 INCH METAL ROD IN THE SOUTHEAST CORNER OF
 EF1097'THE CONCRETE BASE OF A BATTERY RELAY BOX.
 EF1097
 EF1097                          STATION RECOVERY (1950)
 EF1097
 EF1097'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1097'RECOVERED IN GOOD CONDITION.
 EF1097
 EF1097                          STATION RECOVERY (1982)
 EF1097
 EF1097'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1097'NOT RECOVERED, NOT ACCESSIBLE AT THIS TIME DUE TO MANY LINES OF
 EF1097'RAILROAD CARS IN SWITCH YARD, LEVEL LINE REROUTED ALONG U.S. HIGHWAY
 EF1097'72 ALTERNATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0848 ***********************************************************************
 EF0848  DESIGNATION -  1
 EF0848  PID         -  EF0848
 EF0848  STATE/COUNTY-  AL/LAWRENCE
 EF0848  USGS QUAD   -  MOULTON (1988)
 EF0848
 EF0848                         *CURRENT SURVEY CONTROL
 EF0848  ___________________________________________________________________
 EF0848* NAD 83(1986)-  34 24 44.     (N)    087 18 24.     (W)     SCALED    
 EF0848* NAVD 88     -       275.477  (meters)     903.79   (feet)  ADJUSTED  
 EF0848  ___________________________________________________________________
 EF0848  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EF0848  DYNAMIC HT  -         275.211 (meters)     902.92  (feet)  COMP
 EF0848  MODELED GRAV-     979,661.4   (mgal)                       NAVD 88
 EF0848
 EF0848  VERT ORDER  -  SECOND    CLASS 0
 EF0848
 EF0848.The horizontal coordinates were scaled from a topographic map and have
 EF0848.an estimated accuracy of +/- 6 seconds.
 EF0848
 EF0848.The orthometric height was determined by differential leveling
 EF0848.and adjusted by the National Geodetic Survey in June 1991..
 EF0848
 EF0848.The geoid height was determined by GEOID03.
 EF0848
 EF0848.The dynamic height is computed by dividing the NAVD 88
 EF0848.geopotential number by the normal gravity value computed on the
 EF0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0848.degrees latitude (g = 980.6199 gals.).
 EF0848
 EF0848.The modeled gravity was interpolated from observed gravity values.
 EF0848
 EF0848;                    North         East    Units  Estimated Accuracy
 EF0848;SPC AL W     -   489,260.      617,770.      MT  (+/- 180 meters Scaled)
 EF0848
 EF0848                          SUPERSEDED SURVEY CONTROL
 EF0848
 EF0848  NGVD 29 (??/??/92)  275.44   (m)          903.7    (f) COMPUTED    2 0
 EF0848
 EF0848.Superseded values are not recommended for survey control.
 EF0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0848.See file dsdata.txt to determine how the superseded data were derived.
 EF0848
 EF0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD718079(NAD 83)
 EF0848_MARKER: DD = SURVEY DISK
 EF0848_SETTING: 66 = SET IN ROCK OUTCROP
 EF0848_SP_SET: ROCK OUTCROP
 EF0848_STAMPING: R P W 1 1934
 EF0848_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0848+STABILITY: POSITION/ELEVATION WELL
 EF0848_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0848+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 EF0848
 EF0848  HISTORY     - Date     Condition        Report By
 EF0848  HISTORY     - 1934     MONUMENTED       USGS
 EF0848  HISTORY     - 1950     GOOD             TVA
 EF0848  HISTORY     - 20050106 GOOD             ALHD
 EF0848
 EF0848                          STATION DESCRIPTION
 EF0848
 EF0848'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EF0848'5.3 MI S FROM MOULTON.
 EF0848'5.3 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE TOWN SQUARE AT
 EF0848'MOULTON, LAWRENCE COUNTY, 60 FEET SOUTH OF A ROCK CRUSHING PLANT
 EF0848'GASOLINE PUMP, 70 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, 15 FEET
 EF0848'EAST OF A HOUSE, AND IN THE TOP OF A ROCK OUTCROP.  A UNITED STATES
 EF0848'GEOLOGICAL SURVEY STANDARD DISK, STAMPED R P W 1 1934, 3 FEET NORTH OF
 EF0848'STEEL WITNESS POST.
 EF0848
 EF0848                          STATION RECOVERY (2005)
 EF0848
 EF0848'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3135 ***********************************************************************
 CN3135  DESIGNATION -  1 1
 CN3135  PID         -  CN3135
 CN3135  STATE/COUNTY-  AL/AUTAUGA
 CN3135  USGS QUAD   -  WHITE CITY (1987)
 CN3135
 CN3135                         *CURRENT SURVEY CONTROL
 CN3135  ___________________________________________________________________
 CN3135* NAD 83(1992)-  32 41 31.04913(N)    086 30 35.67699(W)     ADJUSTED  
 CN3135* NAVD 88     -       194.4    (meters)     638.     (feet)  VERTCON   
 CN3135  ___________________________________________________________________
 CN3135  X           -     327,094.906 (meters)                     COMP
 CN3135  Y           -  -5,363,178.007 (meters)                     COMP
 CN3135  Z           -   3,425,347.313 (meters)                     COMP
 CN3135  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CN3135  ELLIP HEIGHT-         165.76  (meters)          (07/29/02) GPS OBS
 CN3135  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CN3135
 CN3135  HORZ ORDER  -  FIRST
 CN3135  ELLP ORDER  -  FOURTH    CLASS I
 CN3135
 CN3135.The horizontal coordinates were established by GPS observations
 CN3135.and adjusted by the National Geodetic Survey in December 1992..
 CN3135
 CN3135.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3135
 CN3135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3135
 CN3135.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3135
 CN3135.The ellipsoidal height was determined by GPS observations
 CN3135.and is referenced to NAD 83.
 CN3135
 CN3135.The geoid height was determined by GEOID03.
 CN3135
 CN3135;                    North         East     Units Scale Factor Converg.
 CN3135;SPC AL W     -   298,885.670   692,843.006   MT  1.00003959   +0 32 05.3
 CN3135;UTM  16      - 3,617,244.357   545,940.804   MT  0.99962602   +0 15 53.0
 CN3135
 CN3135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3135!SPC AL W     -   0.99997398  x   1.00003959  =   1.00001356
 CN3135!UTM  16      -   0.99997398  x   0.99962602  =   0.99960001
 CN3135
 CN3135:                Primary Azimuth Mark                     Grid Az
 CN3135:SPC AL W     -  1 2                                      002 26 34.5
 CN3135:UTM  16      -  1 2                                      002 42 46.8
 CN3135
 CN3135|---------------------------------------------------------------------|
 CN3135| PID    Reference Object                     Distance      Geod. Az  |
 CN3135|                                                           dddmmss.s |
 CN3135| CN3136 1 2                                 APPROX. 0.5 KM 0025839.8 |
 CN3135|---------------------------------------------------------------------|
 CN3135
 CN3135                          SUPERSEDED SURVEY CONTROL
 CN3135
 CN3135  ELLIP H (12/04/92)  165.80   (m)                       GP(       ) 4 1
 CN3135  NAD 83(1986)-  32 41 31.05911(N)    086 30 35.68074(W) AD(       ) 1
 CN3135  NGVD 29 (12/04/92)  194.3    (m)          637.     (f) GPS OBS        
 CN3135
 CN3135.Superseded values are not recommended for survey control.
 CN3135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3135.See file dsdata.txt to determine how the superseded data were derived.
 CN3135
 CN3135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4594117244(NAD 83)
 CN3135_MARKER: DH = HORIZONTAL CONTROL DISK
 CN3135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3135_SP_SET: CONCRETE POST
 CN3135_STAMPING: 1-1 1990
 CN3135_MARK LOGO: NGS   
 CN3135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3135+STABILITY: SURFACE MOTION
 CN3135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3135+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CN3135
 CN3135  HISTORY     - Date     Condition        Report By
 CN3135  HISTORY     - 1990     MONUMENTED       ALHD
 CN3135
 CN3135                          STATION DESCRIPTION
 CN3135
 CN3135'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3135'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE EAST RIGHT OF WAY OF
 CN3135'AUTAUGA COUNTY ROAD NO. 20, ABOUT 16.30 MI (26.23 KM) NORTH -
 CN3135'NORTHWEST OF PRATTVILLE, AND ABOUT 12.25 MI (19.71 KM) EAST -
 CN3135'NORTHEAST OF BILLINGSLEY. THIS MARK IS AN NGS DISK, SET AND STAMPED
 CN3135'BY THE ALHD.
 CN3135'TO REACH THE STATION FROM THE JUNCTION OF U. S. 31 AND AUTAUGA COUNTY
 CN3135'ROAD NO. 20, MILE POST 208.40 ON U. S. 31, DRIVE WEST AND THEN SOUTH
 CN3135'FOR 1.55 MI (2.49 KM) TO THE STATION ON THE LEFT.
 CN3135'THE STATION IS 4.2 FT (1.3 M) WEST OF A SIX STRAND BARBED WIRE FENCE
 CN3135'ON WOOD POSTS, 36.9 FT (11.2 M) EAST OF THE CENTERLINE OF AUTAUGA
 CN3135'COUNTY ROAD NO. 20, 157.0 FT (47.9 M) NORTH OF A TRANSFORMER POWER
 CN3135'POLE AND TELEPHONE CABLE PEDISTAL NO. 155 19W, 4.1 FT (1.2 M) WEST OF
 CN3135'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3135'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 CN3135'MRS. A. J. BANKS, ROUTE 1, BOX 120, MARBURY, ALABAMA 36051, TELEPHONE
 CN3135'205-755-3104
 CN3135'STATION 1-2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3240 ***********************************************************************
 CN3240  DESIGNATION -  1 10
 CN3240  PID         -  CN3240
 CN3240  STATE/COUNTY-  AL/AUTAUGA
 CN3240  USGS QUAD   -  DEATSVILLE (1984)
 CN3240
 CN3240                         *CURRENT SURVEY CONTROL
 CN3240  ___________________________________________________________________
 CN3240* NAD 83(1992)-  32 30 40.77189(N)    086 27 22.18700(W)     ADJUSTED  
 CN3240* NAVD 88     -       161.4    (meters)     530.     (feet)  GPS OBS   
 CN3240  ___________________________________________________________________
 CN3240  X           -     332,791.235 (meters)                     COMP
 CN3240  Y           -  -5,373,614.045 (meters)                     COMP
 CN3240  Z           -   3,408,453.973 (meters)                     COMP
 CN3240  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CN3240  ELLIP HEIGHT-         133.24  (meters)          (07/29/02) GPS OBS
 CN3240  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CN3240
 CN3240  HORZ ORDER  -  FIRST
 CN3240  ELLP ORDER  -  FOURTH    CLASS I
 CN3240
 CN3240.The horizontal coordinates were established by GPS observations
 CN3240.and adjusted by the National Geodetic Survey in September 1993..
 CN3240
 CN3240.The orthometric height was determined by GPS observations and a
 CN3240.high-resolution geoid model.
 CN3240
 CN3240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3240
 CN3240.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3240
 CN3240.The ellipsoidal height was determined by GPS observations
 CN3240.and is referenced to NAD 83.
 CN3240
 CN3240.The geoid height was determined by GEOID03.
 CN3240
 CN3240;                    North         East     Units Scale Factor Converg.
 CN3240;SPC AL W     -   278,902.244   698,079.889   MT  1.00005191   +0 33 39.9
 CN3240;UTM  16      - 3,597,244.861   551,081.514   MT  0.99963218   +0 17 32.3
 CN3240
 CN3240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3240!SPC AL W     -   0.99997908  x   1.00005191  =   1.00003099
 CN3240!UTM  16      -   0.99997908  x   0.99963218  =   0.99961127
 CN3240
 CN3240:                Primary Azimuth Mark                     Grid Az
 CN3240:SPC AL W     -  1 9                                      180 05 00.2
 CN3240:UTM  16      -  1 9                                      180 21 07.8
 CN3240
 CN3240|---------------------------------------------------------------------|
 CN3240| PID    Reference Object                     Distance      Geod. Az  |
 CN3240|                                                           dddmmss.s |
 CN3240| CN3270 1 9                                 484.230 METERS 1803840.1 |
 CN3240|---------------------------------------------------------------------|
 CN3240
 CN3240                          SUPERSEDED SURVEY CONTROL
 CN3240
 CN3240  ELLIP H (09/27/93)  133.27   (m)                       GP(       ) 4 1
 CN3240
 CN3240.Superseded values are not recommended for survey control.
 CN3240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3240.See file dsdata.txt to determine how the superseded data were derived.
 CN3240
 CN3240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5108297245(NAD 83)
 CN3240_MARKER: DD = SURVEY DISK
 CN3240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3240_SP_SET: CONCRETE POST
 CN3240_STAMPING: 1-10 1992
 CN3240_MARK LOGO: ALHD  
 CN3240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3240+STABILITY: SURFACE MOTION
 CN3240_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN3240+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 CN3240
 CN3240  HISTORY     - Date     Condition        Report By
 CN3240  HISTORY     - 1992     MONUMENTED       ALHD
 CN3240  HISTORY     - 20020305 GOOD             ALHD
 CN3240  HISTORY     - 20050224 GOOD             ALHD
 CN3240
 CN3240                          STATION DESCRIPTION
 CN3240
 CN3240'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3240'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE EAST RIGHT OF WAY OF
 CN3240'U.S. 31, ABOUT 3.60 MI (5.79 KM) NORTH-NORTHEAST OF PRATTVILLE AND
 CN3240'ABOUT 12.65 MI (20.36 KM) EAST-NORTHEAST OF AUTAUGAVILLE.
 CN3240'TO REACH THE STATION FROM I-65 EXIT 186 (MILE POST 197.20 ON U.S. 31)
 CN3240'DRIVE SOUTH ON U.S. 31 FOR 2.70 MI (4.35 KM) TO MILE POST 194.50 AND
 CN3240'THE STATION ON THE LEFT.
 CN3240'THE STATION IS 5.9 FT (1.8 M) WEST OF A HOG WIRE FENCE WITH TWO
 CN3240'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 32.9 FT (10.0 M)
 CN3240'NORTHEAST OF A AUTAUGA COUNTY 23 DIRECTIONAL SIGN, 48.0 FT (14.6 M)
 CN3240'SOUTH OF THE EXTENDED CENTERLINE OF AUTAUGA COUNTY ROAD NO. 23, 52.2
 CN3240'FT (15.9 M) EAST OF THE CENTERLINE OF U.S. 31, 69.0 FT (21.0 M)
 CN3240'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF U.S. 31 AND AUTAUGA
 CN3240'COUNTY ROAD NO. 23, 6.0 FT (1.8 M) WEST OF A CARSONITE WITNESS POST,
 CN3240'AND SET FLUSH WITH THE GROUND.
 CN3240'STATION 1-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3240
 CN3240                          STATION RECOVERY (2002)
 CN3240
 CN3240'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3240'RECOVERED IN GOOD CONDITION.
 CN3240
 CN3240                          STATION RECOVERY (2005)
 CN3240
 CN3240'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 CN3240'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3241 ***********************************************************************
 CN3241  DESIGNATION -  1 11
 CN3241  PID         -  CN3241
 CN3241  STATE/COUNTY-  AL/AUTAUGA
 CN3241  USGS QUAD   -  PRATTVILLE (1981)
 CN3241
 CN3241                         *CURRENT SURVEY CONTROL
 CN3241  ___________________________________________________________________
 CN3241* NAD 83(1992)-  32 27 24.69404(N)    086 25 05.69376(W)     ADJUSTED  
 CN3241* NAVD 88     -        97.3    (meters)     319.     (feet)  GPS OBS   
 CN3241  ___________________________________________________________________
 CN3241  X           -     336,546.373 (meters)                     COMP
 CN3241  Y           -  -5,376,576.391 (meters)                     COMP
 CN3241  Z           -   3,403,324.519 (meters)                     COMP
 CN3241  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CN3241  ELLIP HEIGHT-          69.26  (meters)          (07/29/02) GPS OBS
 CN3241  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CN3241
 CN3241  HORZ ORDER  -  FIRST
 CN3241  ELLP ORDER  -  FOURTH    CLASS I
 CN3241
 CN3241.The horizontal coordinates were established by GPS observations
 CN3241.and adjusted by the National Geodetic Survey in September 1993..
 CN3241
 CN3241.The orthometric height was determined by GPS observations and a
 CN3241.high-resolution geoid model.
 CN3241
 CN3241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3241
 CN3241.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3241
 CN3241.The ellipsoidal height was determined by GPS observations
 CN3241.and is referenced to NAD 83.
 CN3241
 CN3241.The geoid height was determined by GEOID03.
 CN3241
 CN3241;                    North         East     Units Scale Factor Converg.
 CN3241;SPC AL W     -   272,897.679   701,703.827   MT  1.00006084   +0 34 50.1
 CN3241;SPC AL E     -   217,114.187   145,007.155   MT  0.99999728   -0 18 50.1
 CN3241;UTM  16      - 3,591,225.915   554,675.750   MT  0.99963686   +0 18 44.0
 CN3241
 CN3241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3241!SPC AL W     -   0.99998913  x   1.00006084  =   1.00004996
 CN3241!SPC AL E     -   0.99998913  x   0.99999728  =   0.99998641
 CN3241!UTM  16      -   0.99998913  x   0.99963686  =   0.99962599
 CN3241
 CN3241                          SUPERSEDED SURVEY CONTROL
 CN3241
 CN3241  ELLIP H (09/27/93)   69.30   (m)                       GP(       ) 4 1
 CN3241
 CN3241.Superseded values are not recommended for survey control.
 CN3241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3241.See file dsdata.txt to determine how the superseded data were derived.
 CN3241
 CN3241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5467691226(NAD 83)
 CN3241_MARKER: DD = SURVEY DISK
 CN3241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3241_SP_SET: CONCRETE POST
 CN3241_STAMPING: 1-11 1992
 CN3241_MARK LOGO: ALHD  
 CN3241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3241+STABILITY: SURFACE MOTION
 CN3241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3241+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 CN3241
 CN3241  HISTORY     - Date     Condition        Report By
 CN3241  HISTORY     - 1992     MONUMENTED       ALHD
 CN3241  HISTORY     - 19980713 GOOD             JCLS
 CN3241  HISTORY     - 20031205 GOOD             JCLS
 CN3241  HISTORY     - 20031206 GOOD             JCLS
 CN3241
 CN3241                          STATION DESCRIPTION
 CN3241
 CN3241'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3241'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3241'MCQUEEN SMITH ROAD IN PRATTVILLE.
 CN3241'TO REACH THE STATION FROM I-65 EXIT 179, DRIVE WEST ON EAST MAIN
 CN3241'STREET FOR 1.80 MI (2.90 KM) TO A TRAFFIC LIGHT AND MCQUEEN SMITH
 CN3241'ROAD LEFT AND RIGHT, TURN LEFT ON MCQUEEN SMITH ROAD AND DRIVE SOUTH
 CN3241'FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.
 CN3241'THE STATION IS 37.0 FT (11.3 M) WEST OF THE CENTERLINE OF MCQUEEN
 CN3241'SMITH ROAD, 46.0 FT (14.0 M) EAST OF THE CENTER OF A CONCRETE
 CN3241'DRIVEWAY, 66.9 FT (20.4 M) SOUTHEAST OF THE NORTHEAST CORNER OF A
 CN3241'LARGE BRICK HOUSE, 67.5 FT (20.6 M) NORTHEAST OF THE SOUTHEAST CORNER
 CN3241'OF A LARGE BRICK HOUSE, 73.3 FT (22.3 M) SOUTH-SOUTHEAST OF THE EAST
 CN3241'POST OF A PRATTVILLE EAST SIGN, 81.7 FT (24.9 M) WEST-NORTHWEST OF
 CN3241'ATT FIBER OPTIC CABLE MARKER NO. 1233 ACROSS THE ROAD, 84.7 FT
 CN3241'(25.8 M) NORTH OF A MCQUEEN SMITH RD - SANFORD DR STREET SIGN, 106.0
 CN3241'FT (32.3 M) SOUTH OF THE CENTER OF SANFORD DRIVE, AND SET FLUSH WITH
 CN3241'THE GROUND.
 CN3241'STATION 1-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3241'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 CN3241'MR. CHRIS SUMMERS
 CN3241'1859 SANFORD DRIVE
 CN3241'PRATTVILLE, ALABAMA 36066
 CN3241'PHONE 205 - 365 - 2758.
 CN3241
 CN3241                          STATION RECOVERY (1998)
 CN3241
 CN3241'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 CN3241'RECOVERED IN GOOD CONDITION.
 CN3241
 CN3241                          STATION RECOVERY (2003)
 CN3241
 CN3241'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CN3241'RECOVERED IN GOOD CONDITION.
 CN3241
 CN3241                          STATION RECOVERY (2003)
 CN3241
 CN3241'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CN3241'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3242 ***********************************************************************
 CN3242  DESIGNATION -  1 12
 CN3242  PID         -  CN3242
 CN3242  STATE/COUNTY-  AL/AUTAUGA
 CN3242  USGS QUAD   -  PRATTVILLE (1981)
 CN3242
 CN3242                         *CURRENT SURVEY CONTROL
 CN3242  ___________________________________________________________________
 CN3242* NAD 83(1992)-  32 27 48.85901(N)    086 25 05.79509(W)     ADJUSTED  
 CN3242* NAVD 88     -        95.6    (meters)     314.     (feet)  GPS OBS   
 CN3242  ___________________________________________________________________
 CN3242  X           -     336,518.682 (meters)                     COMP
 CN3242  Y           -  -5,376,176.382 (meters)                     COMP
 CN3242  Z           -   3,403,951.695 (meters)                     COMP
 CN3242  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CN3242  ELLIP HEIGHT-          67.56  (meters)          (07/29/02) GPS OBS
 CN3242  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CN3242
 CN3242  HORZ ORDER  -  FIRST
 CN3242  ELLP ORDER  -  FOURTH    CLASS I
 CN3242
 CN3242.The horizontal coordinates were established by GPS observations
 CN3242.and adjusted by the National Geodetic Survey in September 1993..
 CN3242
 CN3242.The orthometric height was determined by GPS observations and a
 CN3242.high-resolution geoid model.
 CN3242
 CN3242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3242
 CN3242.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3242
 CN3242.The ellipsoidal height was determined by GPS observations
 CN3242.and is referenced to NAD 83.
 CN3242
 CN3242.The geoid height was determined by GEOID03.
 CN3242
 CN3242;                    North         East     Units Scale Factor Converg.
 CN3242;SPC AL W     -   273,642.040   701,693.637   MT  1.00006082   +0 34 50.4
 CN3242;SPC AL E     -   217,858.569   145,008.588   MT  0.99999728   -0 18 50.3
 CN3242;UTM  16      - 3,591,970.000   554,669.049   MT  0.99963685   +0 18 44.1
 CN3242
 CN3242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3242!SPC AL W     -   0.99998939  x   1.00006082  =   1.00005021
 CN3242!SPC AL E     -   0.99998939  x   0.99999728  =   0.99998667
 CN3242!UTM  16      -   0.99998939  x   0.99963685  =   0.99962625
 CN3242
 CN3242                          SUPERSEDED SURVEY CONTROL
 CN3242
 CN3242  ELLIP H (09/27/93)   67.59   (m)                       GP(       ) 4 1
 CN3242
 CN3242.Superseded values are not recommended for survey control.
 CN3242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3242.See file dsdata.txt to determine how the superseded data were derived.
 CN3242
 CN3242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5466991970(NAD 83)
 CN3242_MARKER: DD = SURVEY DISK
 CN3242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3242_SP_SET: CONCRETE POST
 CN3242_STAMPING: 1-12 1992
 CN3242_MARK LOGO: ALHD  
 CN3242_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3242+STABILITY: SURFACE MOTION
 CN3242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3242+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3242
 CN3242  HISTORY     - Date     Condition        Report By
 CN3242  HISTORY     - 1992     MONUMENTED       ALHD
 CN3242
 CN3242                          STATION DESCRIPTION
 CN3242
 CN3242'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3242'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3242'MCQUEEN SMITH ROAD IN PRATTVILLE.
 CN3242'TO REACH THE STATION FROM I-65 EXIT 179, DRIVE WEST ON EAST MAIN
 CN3242'STREET FOR 1.80 MI (2.90 KM) TO A TRAFFIC LIGHT AND MCQUEEN SMITH
 CN3242'ROAD LEFT AND RIGHT, TURN RIGHT ON MCQUEEN SMITH ROAD AND DRIVE NORTH
 CN3242'FOR 0.20 MI (0.32 KM) TO THE STATION ON THE LEFT.
 CN3242'THE STATION IS 22.7 FT (6.9 M) SOUTH-SOUTHEAST OF A FIRE HYDRANT, 32.4
 CN3242'FT (9.9 M) SOUTH OF A GREEN 2 1/2 INCH GAS LINE VENT PIPE, 34.0 FT
 CN3242'(10.4 M) SOUTH OF THE SOUTHWEST CORNER OF A 4.5 X 4.0 FOOT (1.2 M)
 CN3242'CONCRETE VALVE BOX, 36.3 FT (11.1 M) NORTHWEST OF A YELLOW CARSONITE
 CN3242'GAS LINE MARKER, 44.6 FT (13.6 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 CN3242'MCQUEEN SMITH ROAD, 42.6 FT (13.0 M) SOUTH-SOUTHEAST OF A TELEPHONE
 CN3242'CABLE PEDESTAL, 43.1 FT (13.1 M) SOUTH OF TELEPHONE CABLE PEDESTAL
 CN3242'NO. 49 N 3, 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET
 CN3242'FLUSH WITH THE GROUND.
 CN3242'STATION 1-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3243 ***********************************************************************
 CN3243  DESIGNATION -  1 13
 CN3243  PID         -  CN3243
 CN3243  STATE/COUNTY-  AL/AUTAUGA
 CN3243  USGS QUAD   -  FORESTER (1981)
 CN3243
 CN3243                         *CURRENT SURVEY CONTROL
 CN3243  ___________________________________________________________________
 CN3243* NAD 83(1992)-  32 25 57.67460(N)    086 34 12.23787(W)     ADJUSTED  
 CN3243* NAVD 88     -        50.3    (meters)     165.     (feet)  GPS OBS   
 CN3243  ___________________________________________________________________
 CN3243  X           -     322,382.451 (meters)                     COMP
 CN3243  Y           -  -5,378,845.259 (meters)                     COMP
 CN3243  Z           -   3,401,037.188 (meters)                     COMP
 CN3243  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CN3243  ELLIP HEIGHT-          22.34  (meters)          (07/29/02) GPS OBS
 CN3243  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CN3243
 CN3243  HORZ ORDER  -  FIRST
 CN3243  ELLP ORDER  -  FOURTH    CLASS I
 CN3243
 CN3243.The horizontal coordinates were established by GPS observations
 CN3243.and adjusted by the National Geodetic Survey in September 1993..
 CN3243
 CN3243.The orthometric height was determined by GPS observations and a
 CN3243.high-resolution geoid model.
 CN3243
 CN3243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3243
 CN3243.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3243
 CN3243.The ellipsoidal height was determined by GPS observations
 CN3243.and is referenced to NAD 83.
 CN3243
 CN3243.The geoid height was determined by GEOID03.
 CN3243
 CN3243;                    North         East     Units Scale Factor Converg.
 CN3243;SPC AL W     -   270,082.659   687,453.027   MT  1.00002761   +0 29 55.5
 CN3243;UTM  16      - 3,588,478.795   540,417.854   MT  0.99962014   +0 13 50.1
 CN3243
 CN3243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3243!SPC AL W     -   0.99999649  x   1.00002761  =   1.00002410
 CN3243!UTM  16      -   0.99999649  x   0.99962014  =   0.99961663
 CN3243
 CN3243:                Primary Azimuth Mark                     Grid Az
 CN3243:SPC AL W     -  1 14                                     087 46 56.7
 CN3243:UTM  16      -  1 14                                     088 03 02.1
 CN3243
 CN3243|---------------------------------------------------------------------|
 CN3243| PID    Reference Object                     Distance      Geod. Az  |
 CN3243|                                                           dddmmss.s |
 CN3243| CN3244 1 14                                419.925 METERS 0881652.2 |
 CN3243|---------------------------------------------------------------------|
 CN3243
 CN3243                          SUPERSEDED SURVEY CONTROL
 CN3243
 CN3243  ELLIP H (09/27/93)   22.38   (m)                       GP(       ) 4 1
 CN3243
 CN3243.Superseded values are not recommended for survey control.
 CN3243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3243.See file dsdata.txt to determine how the superseded data were derived.
 CN3243
 CN3243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4041888479(NAD 83)
 CN3243_MARKER: DD = SURVEY DISK
 CN3243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3243_SP_SET: CONCRETE POST
 CN3243_STAMPING: 1-13 1992
 CN3243_MARK LOGO: ALHD  
 CN3243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3243+STABILITY: SURFACE MOTION
 CN3243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3243+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3243
 CN3243  HISTORY     - Date     Condition        Report By
 CN3243  HISTORY     - 1992     MONUMENTED       ALHD
 CN3243  HISTORY     - 20020305 POOR             ALHD
 CN3243
 CN3243                          STATION DESCRIPTION
 CN3243
 CN3243'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3243'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3243'ALA 14, ABOUT 4.80 MI (7.72 KM) EAST OF AUTAUGAVILLE AND ABOUT 6.10
 CN3243'MI (9.82 KM) WEST-SOUTHWEST OF PRATTVILLE.
 CN3243'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3243'POST 151.60 ON ALA 14) IN PRATTVILLE, DRIVE SOUTHWEST AND WEST ON ALA
 CN3243'14 FOR 5.95 MI (9.58 KM) TO MILE POST 145.65 AND THE STATION ON THE
 CN3243'LEFT.
 CN3243'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FIVE STRAND SUSPENDED BARBED
 CN3243'WIRE FENCE ON TREATED WOOD POST, 37.8 FT (11.5 M) SOUTH OF THE
 CN3243'CENTERLINE OF ALA 14, 79.3 FT (24.2 M) SOUTH-SOUTHWEST OF A BRACED
 CN3243'8-INCH POST IN THE FENCE LINE ACROSS ALA 14, 92.8 FT (28.3 M) EAST OF
 CN3243'TELEPHONE CABLE PEDESTAL NO. LP 8, 101.0 FT (30.8 M) SOUTHEAST OF A
 CN3243'JUNCTION POWER POLE ACROSS ALA 14, 2.8 FT (0.9 M) NORTH OF A
 CN3243'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3243'STATION 1-14 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3243
 CN3243                          STATION RECOVERY (2002)
 CN3243
 CN3243'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3243'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3244 ***********************************************************************
 CN3244  DESIGNATION -  1 14
 CN3244  PID         -  CN3244
 CN3244  STATE/COUNTY-  AL/AUTAUGA
 CN3244  USGS QUAD   -  FORESTER (1981)
 CN3244
 CN3244                         *CURRENT SURVEY CONTROL
 CN3244  ___________________________________________________________________
 CN3244* NAD 83(1992)-  32 25 58.08321(N)    086 33 56.17084(W)     ADJUSTED  
 CN3244* NAVD 88     -        59.7    (meters)     196.     (feet)  GPS OBS   
 CN3244  ___________________________________________________________________
 CN3244  X           -     322,801.508 (meters)                     COMP
 CN3244  Y           -  -5,378,821.328 (meters)                     COMP
 CN3244  Z           -   3,401,052.864 (meters)                     COMP
 CN3244  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CN3244  ELLIP HEIGHT-          31.76  (meters)          (07/29/02) GPS OBS
 CN3244  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CN3244
 CN3244  HORZ ORDER  -  FIRST
 CN3244  ELLP ORDER  -  FOURTH    CLASS I
 CN3244
 CN3244.The horizontal coordinates were established by GPS observations
 CN3244.and adjusted by the National Geodetic Survey in September 1993..
 CN3244
 CN3244.The orthometric height was determined by GPS observations and a
 CN3244.high-resolution geoid model.
 CN3244
 CN3244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3244
 CN3244.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3244
 CN3244.The ellipsoidal height was determined by GPS observations
 CN3244.and is referenced to NAD 83.
 CN3244
 CN3244.The geoid height was determined by GEOID03.
 CN3244
 CN3244;                    North         East     Units Scale Factor Converg.
 CN3244;SPC AL W     -   270,098.909   687,872.649   MT  1.00002852   +0 30 04.2
 CN3244;UTM  16      - 3,588,493.075   540,837.377   MT  0.99962056   +0 13 58.7
 CN3244
 CN3244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3244!SPC AL W     -   0.99999501  x   1.00002852  =   1.00002353
 CN3244!UTM  16      -   0.99999501  x   0.99962056  =   0.99961558
 CN3244
 CN3244:                Primary Azimuth Mark                     Grid Az
 CN3244:SPC AL W     -  1 13                                     267 46 56.6
 CN3244:UTM  16      -  1 13                                     268 03 02.1
 CN3244
 CN3244|---------------------------------------------------------------------|
 CN3244| PID    Reference Object                     Distance      Geod. Az  |
 CN3244|                                                           dddmmss.s |
 CN3244| CN3243 1 13                                419.925 METERS 2681700.8 |
 CN3244|---------------------------------------------------------------------|
 CN3244
 CN3244                          SUPERSEDED SURVEY CONTROL
 CN3244
 CN3244  ELLIP H (09/27/93)   31.79   (m)                       GP(       ) 4 1
 CN3244
 CN3244.Superseded values are not recommended for survey control.
 CN3244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3244.See file dsdata.txt to determine how the superseded data were derived.
 CN3244
 CN3244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4083788493(NAD 83)
 CN3244_MARKER: DD = SURVEY DISK
 CN3244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3244_SP_SET: CONCRETE POST
 CN3244_STAMPING: 1-14 1992
 CN3244_MARK LOGO: ALHD  
 CN3244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3244+STABILITY: SURFACE MOTION
 CN3244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3244+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3244
 CN3244  HISTORY     - Date     Condition        Report By
 CN3244  HISTORY     - 1992     MONUMENTED       ALHD
 CN3244  HISTORY     - 20020305 MARK NOT FOUND   ALHD
 CN3244
 CN3244                          STATION DESCRIPTION
 CN3244
 CN3244'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3244'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3244'ALA 14, ABOUT 5.10 MI (8.21 KM) EAST OF AUTAUGAVILLE AND ABOUT 5.80
 CN3244'MI (9.33 KM) WEST-SOUTHWEST OF PRATTVILLE.
 CN3244'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3244'POST 151.60 ON ALA 14) IN PRATTVILLE, DRIVE SOUTHWEST AND WEST ON ALA
 CN3244'14 FOR 5.65 MI (9.09 KM) TO MILE POST 145.95 AND THE STATION ON THE
 CN3244'LEFT.
 CN3244'THE STATION IS 3.0 FT (0.9 M) NORTH OF THE EAST ONE OF THREE CONNECTED
 CN3244'POSTS IN A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 30.5
 CN3244'FT (9.3 M) EAST-NORTHEAST OF A REGISTERED ANGUS SIGN, 37.3 FT
 CN3244'(11.4 M) SOUTH OF THE CENTERLINE OF ALA 14, 57.0 FT (17.4 M)
 CN3244'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF ALA 14 AND A GRAVEL
 CN3244'ROAD LEADING NORTH, 83.9 FT (25.6 M) WEST OF A POWER SERVICE POLE,
 CN3244'119.0 FT (36.3 M) SOUTHWEST OF JUNCTION POWER POLE NO. JH35 60 ACROSS
 CN3244'ALA 14, 126.5 FT (38.6 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO.
 CN3244'44 N ACROSS ALA 14, 2.6 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST,
 CN3244'AND SET FLUSH WITH THE GROUND.
 CN3244'STATION 1-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3244
 CN3244                          STATION RECOVERY (2002)
 CN3244
 CN3244'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3245 ***********************************************************************
 CN3245  DESIGNATION -  1 15
 CN3245  PID         -  CN3245
 CN3245  STATE/COUNTY-  AL/AUTAUGA
 CN3245  USGS QUAD   -  AUTAUGAVILLE (1982)
 CN3245
 CN3245                         *CURRENT SURVEY CONTROL
 CN3245  ___________________________________________________________________
 CN3245* NAD 83(1992)-  32 25 49.13640(N)    086 39 50.45481(W)     ADJUSTED  
 CN3245* NAVD 88     -        50.2    (meters)     165.     (feet)  GPS OBS   
 CN3245  ___________________________________________________________________
 CN3245  X           -     313,570.416 (meters)                     COMP
 CN3245  Y           -  -5,379,507.415 (meters)                     COMP
 CN3245  Z           -   3,400,815.171 (meters)                     COMP
 CN3245  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CN3245  ELLIP HEIGHT-          22.29  (meters)          (07/29/02) GPS OBS
 CN3245  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CN3245
 CN3245  HORZ ORDER  -  FIRST
 CN3245  ELLP ORDER  -  FOURTH    CLASS I
 CN3245
 CN3245.The horizontal coordinates were established by GPS observations
 CN3245.and adjusted by the National Geodetic Survey in September 1993..
 CN3245
 CN3245.The orthometric height was determined by GPS observations and a
 CN3245.high-resolution geoid model.
 CN3245
 CN3245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3245
 CN3245.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3245
 CN3245.The ellipsoidal height was determined by GPS observations
 CN3245.and is referenced to NAD 83.
 CN3245
 CN3245.The geoid height was determined by GEOID03.
 CN3245
 CN3245;                    North         East     Units Scale Factor Converg.
 CN3245;SPC AL W     -   269,746.625   678,619.617   MT  1.00000953   +0 26 54.0
 CN3245;UTM  16      - 3,588,184.227   531,586.523   MT  0.99961230   +0 10 48.7
 CN3245
 CN3245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3245!SPC AL W     -   0.99999650  x   1.00000953  =   1.00000603
 CN3245!UTM  16      -   0.99999650  x   0.99961230  =   0.99960880
 CN3245
 CN3245                          SUPERSEDED SURVEY CONTROL
 CN3245
 CN3245  ELLIP H (09/27/93)   22.32   (m)                       GP(       ) 4 1
 CN3245
 CN3245.Superseded values are not recommended for survey control.
 CN3245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3245.See file dsdata.txt to determine how the superseded data were derived.
 CN3245
 CN3245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3158788184(NAD 83)
 CN3245_MARKER: DD = SURVEY DISK
 CN3245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3245_SP_SET: CONCRETE POST
 CN3245_STAMPING: 1-15 1992
 CN3245_MARK LOGO: ALHD  
 CN3245_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3245+STABILITY: SURFACE MOTION
 CN3245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3245+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 CN3245
 CN3245  HISTORY     - Date     Condition        Report By
 CN3245  HISTORY     - 1992     MONUMENTED       ALHD
 CN3245  HISTORY     - 20020305 GOOD             ALHD
 CN3245
 CN3245                          STATION DESCRIPTION
 CN3245
 CN3245'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3245'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3245'ALA 14 IN AUTAUGAVILLE.
 CN3245'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3245'POST 151.60 ON ALA 14) IN PRATTVILLE, DRIVE SOUTHWEST AND WEST ON ALA
 CN3245'14 FOR 11.70 MI (18.83 KM) TO MILE POST 139.90, AUTAUGA COUNTY ROAD
 CN3245'NO. 17 LEFT, AND THE STATION ON THE LEFT.
 CN3245'THE STATION IS 6.5 FT (2.0 M) NORTH OF A FOUR STRND BARBED WIRE FENCE
 CN3245'ON TREATED WOOD POSTS, 53.6 FT (16.3 M) EAST-NORTHEAST OF A FENCE
 CN3245'CORNER POST, 56.7 FT (17.3 M) SOUTH OF THE CENTERLINE OF ALA 14,
 CN3245'175.4 FT (53.5 M) WEST-SOUTHWEST OF A POWER LINE GUY AND STREET LIGHT
 CN3245'SUPPORT POLE, 177.0 FT (53.9 M) EAST OF THE CENTER OF THE
 CN3245'INTERSECTION OF ALA 14 AND AUTAUGA COUNTY ROAD NO. 17, 6.1 FT
 CN3245'(1.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3245'GROUND.
 CN3245'STATION 1-16 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3245
 CN3245                          STATION RECOVERY (2002)
 CN3245
 CN3245'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3246 ***********************************************************************
 CN3246  DESIGNATION -  1 16
 CN3246  PID         -  CN3246
 CN3246  STATE/COUNTY-  AL/AUTAUGA
 CN3246  USGS QUAD   -  AUTAUGAVILLE (1982)
 CN3246
 CN3246                         *CURRENT SURVEY CONTROL
 CN3246  ___________________________________________________________________
 CN3246* NAD 83(1992)-  32 25 53.45008(N)    086 39 27.63500(W)     ADJUSTED  
 CN3246* NAVD 88     -        47.6    (meters)     156.     (feet)  GPS OBS   
 CN3246  ___________________________________________________________________
 CN3246  X           -     314,161.282 (meters)                     COMP
 CN3246  Y           -  -5,379,399.284 (meters)                     COMP
 CN3246  Z           -   3,400,925.883 (meters)                     COMP
 CN3246  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CN3246  ELLIP HEIGHT-          19.60  (meters)          (07/29/02) GPS OBS
 CN3246  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CN3246
 CN3246  HORZ ORDER  -  FIRST
 CN3246  ELLP ORDER  -  FOURTH    CLASS I
 CN3246
 CN3246.The horizontal coordinates were established by GPS observations
 CN3246.and adjusted by the National Geodetic Survey in September 1993..
 CN3246
 CN3246.The orthometric height was determined by GPS observations and a
 CN3246.high-resolution geoid model.
 CN3246
 CN3246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3246
 CN3246.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3246
 CN3246.The ellipsoidal height was determined by GPS observations
 CN3246.and is referenced to NAD 83.
 CN3246
 CN3246.The geoid height was determined by GEOID03.
 CN3246
 CN3246;                    North         East     Units Scale Factor Converg.
 CN3246;SPC AL W     -   269,884.183   679,214.719   MT  1.00001069   +0 27 06.3
 CN3246;UTM  16      - 3,588,318.946   532,182.026   MT  0.99961277   +0 11 00.9
 CN3246
 CN3246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3246!SPC AL W     -   0.99999692  x   1.00001069  =   1.00000761
 CN3246!UTM  16      -   0.99999692  x   0.99961277  =   0.99960969
 CN3246
 CN3246                          SUPERSEDED SURVEY CONTROL
 CN3246
 CN3246  ELLIP H (09/27/93)   19.63   (m)                       GP(       ) 4 1
 CN3246
 CN3246.Superseded values are not recommended for survey control.
 CN3246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3246.See file dsdata.txt to determine how the superseded data were derived.
 CN3246
 CN3246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3218288319(NAD 83)
 CN3246_MARKER: DD = SURVEY DISK
 CN3246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3246_SP_SET: CONCRETE POST
 CN3246_STAMPING: 1-16 1992
 CN3246_MARK LOGO: ALHD  
 CN3246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3246+STABILITY: SURFACE MOTION
 CN3246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3246+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 CN3246
 CN3246  HISTORY     - Date     Condition        Report By
 CN3246  HISTORY     - 1992     MONUMENTED       ALHD
 CN3246  HISTORY     - 20020305 GOOD             ALHD
 CN3246  HISTORY     - 20040901 GOOD             JCLS
 CN3246
 CN3246                          STATION DESCRIPTION
 CN3246
 CN3246'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3246'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3246'ALA 14 NEAR THE POST OFFICE IN AUTAUGAVILLE.
 CN3246'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3246'POST 151.60 ON ALA 14) IN PRATTVILLE, DRIVE SOUTHWEST AND WEST ON ALA
 CN3246'14 FOR 11.30 MI (18.19 KM) TO MILE POST 140.30 AND THE STATION ON THE
 CN3246'RIGHT AT THE POST OFFICE.
 CN3246'THE STATION IS 5.6 FT (1.7 M) WEST OF A FIRE HYDRANT, 7.7 FT (2.3 M)
 CN3246'EAST-NORTHEAST OF THE EAST CONCRETE CURB OF THE WEST DRIVEWAY, 9.0 FT
 CN3246'(2.7 M) NORTH-NORTHWEST OF THE EAST END OF AN 18 X 30 INCH CONCRETE
 CN3246'PIPE UNDER THE WEST DRIVEWAY, 21.0 FT (6.4 M) EAST-NORTHEAST OF THE
 CN3246'CENTER OF THE WEST PAVED DRIVEWAY TO THE BACK OF THE POST OFFICE,
 CN3246'35.0 FT (10.7 M) NORTH OF THE CENTERLINE OF ALA 14, 49.8 FT (15.2 M)
 CN3246'SOUTHWEST OF A LIGHT POLE ON THE SOUTH SIDE OF THE PAVED PARKING LOT,
 CN3246'69.6 FT (21.2 M) SOUTHEAST OF THE SOUTHWEST CORNER OF THE BRICK POST
 CN3246'OFFICE BUILDING, 92.6 FT (28.2 M) SOUTH OF THE SOUTHEAST CORNER OF
 CN3246'THE BRICK POST OFFICE BUILDING, 95.6 FT (29.1 M) SOUTH OF THE FLAG
 CN3246'POLE, AND SET FLUSH WITH THE GROUND.
 CN3246'STATION 1-15 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3246
 CN3246                          STATION RECOVERY (2002)
 CN3246
 CN3246'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3246'RECOVERED IN GOOD CONDITION.
 CN3246
 CN3246                          STATION RECOVERY (2004)
 CN3246
 CN3246'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CN3246'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3247 ***********************************************************************
 CN3247  DESIGNATION -  1 17
 CN3247  PID         -  CN3247
 CN3247  STATE/COUNTY-  AL/AUTAUGA
 CN3247  USGS QUAD   -  DURANT BEND (1982)
 CN3247
 CN3247                         *CURRENT SURVEY CONTROL
 CN3247  ___________________________________________________________________
 CN3247* NAD 83(1992)-  32 26 07.80133(N)    086 45 33.95954(W)     ADJUSTED  
 CN3247* NAVD 88     -        99.0    (meters)     325.     (feet)  GPS OBS   
 CN3247  ___________________________________________________________________
 CN3247  X           -     304,596.074 (meters)                     COMP
 CN3247  Y           -  -5,379,755.344 (meters)                     COMP
 CN3247  Z           -   3,401,326.572 (meters)                     COMP
 CN3247  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CN3247  ELLIP HEIGHT-          71.00  (meters)          (07/29/02) GPS OBS
 CN3247  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CN3247
 CN3247  HORZ ORDER  -  FIRST
 CN3247  ELLP ORDER  -  FOURTH    CLASS I
 CN3247
 CN3247.The horizontal coordinates were established by GPS observations
 CN3247.and adjusted by the National Geodetic Survey in September 1993..
 CN3247
 CN3247.The orthometric height was determined by GPS observations and a
 CN3247.high-resolution geoid model.
 CN3247
 CN3247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3247
 CN3247.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3247
 CN3247.The ellipsoidal height was determined by GPS observations
 CN3247.and is referenced to NAD 83.
 CN3247
 CN3247.The geoid height was determined by GEOID03.
 CN3247
 CN3247;                    North         East     Units Scale Factor Converg.
 CN3247;SPC AL W     -   270,255.349   669,641.885   MT  0.99999312   +0 23 50.0
 CN3247;UTM  16      - 3,588,734.750   522,614.789   MT  0.99960631   +0 07 44.5
 CN3247
 CN3247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3247!SPC AL W     -   0.99998885  x   0.99999312  =   0.99998197
 CN3247!UTM  16      -   0.99998885  x   0.99960631  =   0.99959517
 CN3247
 CN3247:                Primary Azimuth Mark                     Grid Az
 CN3247:SPC AL W     -  1 18                                     333 52 09.0
 CN3247:UTM  16      -  1 18                                     334 08 14.5
 CN3247
 CN3247|---------------------------------------------------------------------|
 CN3247| PID    Reference Object                     Distance      Geod. Az  |
 CN3247|                                                           dddmmss.s |
 CN3247| CN3248 1 18                                470.457 METERS 3341559.0 |
 CN3247|---------------------------------------------------------------------|
 CN3247
 CN3247                          SUPERSEDED SURVEY CONTROL
 CN3247
 CN3247  ELLIP H (09/27/93)   71.03   (m)                       GP(       ) 4 1
 CN3247
 CN3247.Superseded values are not recommended for survey control.
 CN3247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3247.See file dsdata.txt to determine how the superseded data were derived.
 CN3247
 CN3247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2261588735(NAD 83)
 CN3247_MARKER: DD = SURVEY DISK
 CN3247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3247_SP_SET: CONCRETE POST
 CN3247_STAMPING: 1-17 1992
 CN3247_MARK LOGO: ALHD  
 CN3247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3247+STABILITY: SURFACE MOTION
 CN3247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3247+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 CN3247
 CN3247  HISTORY     - Date     Condition        Report By
 CN3247  HISTORY     - 1992     MONUMENTED       ALHD
 CN3247  HISTORY     - 20040901 GOOD             JCLS
 CN3247
 CN3247                          STATION DESCRIPTION
 CN3247
 CN3247'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3247'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3247'OF AUTAUGA COUNTY ROAD NO. 9, ABOUT 6.20 MI (9.98 KM) WEST OF
 CN3247'AUTAUGAVILLE AND 15.45 MI (24.86 KM) SOUTH-SOUTHWEST OF BILLINGSLEY.
 CN3247'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3247'POST 151.60 ON ALA 14) IN PRATTVILLE, DRIVE SOUTHWEST AND WEST ON ALA
 CN3247'14 FOR 17.15 MI (27.60 KM) TO MILE POST 134.45 AND AUTAUGA COUNTY
 CN3247'ROAD NO. 9 ON THE LEFT, TURN LEFT ON AUTAUGA COUNTY ROAD NO. 9 AND
 CN3247'DRIVE SOUTH FOR 1.45 MI (2.33 KM) TO AUTAUGA COUNTY GRAVEL ROAD NO.
 CN3247'78 LEFT AND THE STATION ON THE RIGHT.
 CN3247'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FOUR STRAND BABRED WIRE
 CN3247'FENCE ON WOOD POSTS, 40.0 FT (12.2 M) SOUTHWEST OF THE CENTER OF
 CN3247'AUTAUGA COUNTY ROAD NO. 9, 59.2 FT (18.0 M) WEST-SOUTHWEST OF AN
 CN3247'AUTAUGA COUNTY 78 RIGHT SIGN ACROSS THE ROAD, 72.3 FT (22.0 M)
 CN3247'SOUTH-SOUTHEAST OF AN AUTAUGA COUNTY 78 LEFT SIGN, 73.0 FT (22.3 M)
 CN3247'SOUTH OF THE CENTER OF THE INTERSECTION OF AUTAUGA COUNTY ROAD NO. 9
 CN3247'AND AUTAUGA COUNTY ROAD NO. 78, 78.8 FT (24.0 M) SOUTHWEST OF
 CN3247'TELEPHONE CABLE PEDESTAL NO. 200 S7 ACROSS THE ROAD, 79.5 SOUTHWEST
 CN3247'OF A BURIED TELEPHONE CABLE WARNING SIGN ACROSS THE ROAD, 2.9 FT
 CN3247'(0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3247'GROUND.
 CN3247'STATION 1-18 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3247
 CN3247                          STATION RECOVERY (2004)
 CN3247
 CN3247'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CN3247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3248 ***********************************************************************
 CN3248  DESIGNATION -  1 18
 CN3248  PID         -  CN3248
 CN3248  STATE/COUNTY-  AL/AUTAUGA
 CN3248  USGS QUAD   -  DURANT BEND (1982)
 CN3248
 CN3248                         *CURRENT SURVEY CONTROL
 CN3248  ___________________________________________________________________
 CN3248* NAD 83(1992)-  32 26 21.55916(N)    086 45 41.77921(W)     ADJUSTED  
 CN3248* NAVD 88     -        99.7    (meters)     327.     (feet)  GPS OBS   
 CN3248  ___________________________________________________________________
 CN3248  X           -     304,379.313 (meters)                     COMP
 CN3248  Y           -  -5,379,540.506 (meters)                     COMP
 CN3248  Z           -   3,401,684.615 (meters)                     COMP
 CN3248  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CN3248  ELLIP HEIGHT-          71.68  (meters)          (07/29/02) GPS OBS
 CN3248  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CN3248
 CN3248  HORZ ORDER  -  FIRST
 CN3248  ELLP ORDER  -  FOURTH    CLASS I
 CN3248
 CN3248.The horizontal coordinates were established by GPS observations
 CN3248.and adjusted by the National Geodetic Survey in September 1993..
 CN3248
 CN3248.The orthometric height was determined by GPS observations and a
 CN3248.high-resolution geoid model.
 CN3248
 CN3248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3248
 CN3248.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3248
 CN3248.The ellipsoidal height was determined by GPS observations
 CN3248.and is referenced to NAD 83.
 CN3248
 CN3248.The geoid height was determined by GEOID03.
 CN3248
 CN3248;                    North         East     Units Scale Factor Converg.
 CN3248;SPC AL W     -   270,677.718   669,434.686   MT  0.99999276   +0 23 45.9
 CN3248;UTM  16      - 3,589,157.921   522,409.649   MT  0.99960619   +0 07 40.4
 CN3248
 CN3248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3248!SPC AL W     -   0.99998875  x   0.99999276  =   0.99998151
 CN3248!UTM  16      -   0.99998875  x   0.99960619  =   0.99959494
 CN3248
 CN3248:                Primary Azimuth Mark                     Grid Az
 CN3248:SPC AL W     -  1 17                                     153 52 08.9
 CN3248:UTM  16      -  1 17                                     154 08 14.4
 CN3248
 CN3248|---------------------------------------------------------------------|
 CN3248| PID    Reference Object                     Distance      Geod. Az  |
 CN3248|                                                           dddmmss.s |
 CN3248| CN3247 1 17                                470.457 METERS 1541554.8 |
 CN3248|---------------------------------------------------------------------|
 CN3248
 CN3248                          SUPERSEDED SURVEY CONTROL
 CN3248
 CN3248  ELLIP H (09/27/93)   71.71   (m)                       GP(       ) 4 1
 CN3248
 CN3248.Superseded values are not recommended for survey control.
 CN3248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3248.See file dsdata.txt to determine how the superseded data were derived.
 CN3248
 CN3248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2241089158(NAD 83)
 CN3248_MARKER: DD = SURVEY DISK
 CN3248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3248_SP_SET: CONCRETE POST
 CN3248_STAMPING: 1-18 1992
 CN3248_MARK LOGO: ALHD  
 CN3248_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3248+STABILITY: SURFACE MOTION
 CN3248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3248+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3248
 CN3248  HISTORY     - Date     Condition        Report By
 CN3248  HISTORY     - 1992     MONUMENTED       ALHD
 CN3248
 CN3248                          STATION DESCRIPTION
 CN3248
 CN3248'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3248'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3248'AUTAUGA COUNTY ROAD NO. 9, ABOUT 6.35 MI (10.22 KM) WEST OF
 CN3248'AUTAUGAVILLE AND 15.20 MI (24.46 KM) SOUTH-SOUTHWEST OF BILLINGSLEY.
 CN3248'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3248'POST 151.60 ON ALA 14) IN PRATTVILLE, DRIVE SOUTHWEST AND WEST ON ALA
 CN3248'14 FOR 17.15 MI (27.60 KM) TO MILE POST 134.45 AND AUTAUGA COUNTY
 CN3248'ROAD NO. 9 ON THE LEFT, TURN LEFT ON AUTAUGA COUNTY ROAD NO. 9 AND
 CN3248'DRIVE SOUTH FOR 1.15 MI (1.85 KM) TO THE STATION ON THE RIGHT.
 CN3248'THE STATION IS 4.7 FT (1.4 M) EAST OF A THREE STRAND BARBED WIRE FENCE
 CN3248'ON OLD WOOD POSTS, 19.7 FT (6.0 M) SOUTHEAST OF THE SOUTH POST OF A
 CN3248'DOUBLE PIPE GATE, 27.0 FT (8.2 M) SOUTH OF THE CENTER OF A GRAVEL
 CN3248'FIELD ROAD, 36.0 FT (11.0 M) WEST OF THE CENTER OF AUTAUGA COUNTY
 CN3248'ROAD NO. 9, 39.9 FT (12.2 M) SOUTH-SOUTHEAST OF THE NORTH POST OF A
 CN3248'DOUBLE PIPE GATE, 77.5 FT (23.6 M) WEST OF TELEPHONE CABLE PEDESTAL
 CN3248'NO. M 200 S6 ACROSS THE ROAD, 78.4 FT (23.9 M) WEST OF A JUNCTION
 CN3248'POWER POLE ACROSS THE ROAD, 4.9 FT (1.5 M) EAST OF A CARSONITE
 CN3248'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3248'STATION 1-17 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3249 ***********************************************************************
 CN3249  DESIGNATION -  1 19
 CN3249  PID         -  CN3249
 CN3249  STATE/COUNTY-  AL/AUTAUGA
 CN3249  USGS QUAD   -  MILTON (1982)
 CN3249
 CN3249                         *CURRENT SURVEY CONTROL
 CN3249  ___________________________________________________________________
 CN3249* NAD 83(1992)-  32 32 45.86498(N)    086 49 13.48127(W)     ADJUSTED  
 CN3249* NAVD 88     -        71.3    (meters)     234.     (feet)  GPS OBS   
 CN3249  ___________________________________________________________________
 CN3249  X           -     298,503.729 (meters)                     COMP
 CN3249  Y           -  -5,373,476.196 (meters)                     COMP
 CN3249  Z           -   3,411,654.382 (meters)                     COMP
 CN3249  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 CN3249  ELLIP HEIGHT-          42.96  (meters)          (07/29/02) GPS OBS
 CN3249  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CN3249
 CN3249  HORZ ORDER  -  FIRST
 CN3249  ELLP ORDER  -  FOURTH    CLASS I
 CN3249
 CN3249.The horizontal coordinates were established by GPS observations
 CN3249.and adjusted by the National Geodetic Survey in September 1993..
 CN3249
 CN3249.The orthometric height was determined by GPS observations and a
 CN3249.high-resolution geoid model.
 CN3249
 CN3249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3249
 CN3249.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3249
 CN3249.The ellipsoidal height was determined by GPS observations
 CN3249.and is referenced to NAD 83.
 CN3249
 CN3249.The geoid height was determined by GEOID03.
 CN3249
 CN3249;                    North         East     Units Scale Factor Converg.
 CN3249;SPC AL W     -   282,478.847   663,829.326   MT  0.99998355   +0 21 56.2
 CN3249;UTM  16      - 3,600,980.665   516,861.803   MT  0.99960351   +0 05 47.8
 CN3249
 CN3249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3249!SPC AL W     -   0.99999325  x   0.99998355  =   0.99997681
 CN3249!UTM  16      -   0.99999325  x   0.99960351  =   0.99959677
 CN3249
 CN3249:                Primary Azimuth Mark                     Grid Az
 CN3249:SPC AL W     -  1 20                                     021 48 27.3
 CN3249:UTM  16      -  1 20                                     022 04 35.7
 CN3249
 CN3249|---------------------------------------------------------------------|
 CN3249| PID    Reference Object                     Distance      Geod. Az  |
 CN3249|                                                           dddmmss.s |
 CN3249| CN3250 1 20                                481.057 METERS 0221023.5 |
 CN3249|---------------------------------------------------------------------|
 CN3249
 CN3249                          SUPERSEDED SURVEY CONTROL
 CN3249
 CN3249  ELLIP H (09/27/93)   42.98   (m)                       GP(       ) 4 1
 CN3249
 CN3249.Superseded values are not recommended for survey control.
 CN3249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3249.See file dsdata.txt to determine how the superseded data were derived.
 CN3249
 CN3249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1686200981(NAD 83)
 CN3249_MARKER: DD = SURVEY DISK
 CN3249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3249_SP_SET: CONCRETE POST
 CN3249_STAMPING: 1-19 1992
 CN3249_MARK LOGO: ALHD  
 CN3249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3249+STABILITY: SURFACE MOTION
 CN3249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3249+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3249
 CN3249  HISTORY     - Date     Condition        Report By
 CN3249  HISTORY     - 1992     MONUMENTED       ALHD
 CN3249
 CN3249                          STATION DESCRIPTION
 CN3249
 CN3249'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3249'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE EAST RIGHT OF WAY OF
 CN3249'AUTAUGA COUNTY COUNTY ROAD NO. 1, ABOUT 9.85 MI (15.85 KM) SOUTHWEST
 CN3249'OF BILLINGSLEY AND ABOUT 12.35 MI (19.87 KM) NORTHWEST OF
 CN3249'AUTAUGAVILLE.
 CN3249'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3249'POST 151.60 ON ALA 14) IN PRATTVILLE, DRIVE SOUTHWEST AND WEST ON ALA
 CN3249'14 FOR 23.80 MI (38.30 KM) TO MILE POST 127.80 AND AUTAUGA COUNTY
 CN3249'ROAD NO. 1 ON THE RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 1 AND
 CN3249'DRIVE NORTH FOR 6.40 MI (10.30 KM) TO THE STATION ON THE RIGHT.
 CN3249'THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH TWO
 CN3249'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 38.0 FT (11.6 M) EAST
 CN3249'OF THE CENTERLINE OF AUTAUGA COUNTY ROAD NO. 1, 151.0 FT (46.0 M)
 CN3249'NORTH-NORTHEAST OF A JUNCTION POWER POLE, 170.0 FT (51.8 M)
 CN3249'SOUTH-SOUTHWEST OF A BURIED TELEPHONE CABLE WARNING SIGN, 189.0 FT
 CN3249'(57.6 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 25 AND A
 CN3249'SERVICE POLE, 2.8 FT (0.9 M) WEST-NORTHWEST OF A CARSONITE WITNESS
 CN3249'POST, AND SET FLUSH WITH THE GROUND.
 CN3249'STATION 1-20 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3136 ***********************************************************************
 CN3136  DESIGNATION -  1 2
 CN3136  PID         -  CN3136
 CN3136  STATE/COUNTY-  AL/AUTAUGA
 CN3136  USGS QUAD   -  WHITE CITY (1987)
 CN3136
 CN3136                         *CURRENT SURVEY CONTROL
 CN3136  ___________________________________________________________________
 CN3136* NAD 83(1992)-  32 41 47.80718(N)    086 30 34.64605(W)     ADJUSTED  
 CN3136* NAVD 88     -       197.38   (meters)     647.6    (feet)  N HEIGHT  
 CN3136  ___________________________________________________________________
 CN3136  X           -     327,104.901 (meters)                     COMP
 CN3136  Y           -  -5,362,900.755 (meters)                     COMP
 CN3136  Z           -   3,425,783.521 (meters)                     COMP
 CN3136  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CN3136  ELLIP HEIGHT-         169.00  (meters)          (08/29/05) GPS OBS
 CN3136  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CN3136  DYNAMIC HT  -         197.16  (meters)     646.8   (feet)  COMP
 CN3136  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 CN3136
 CN3136  HORZ ORDER  -  A
 CN3136  VERT ORDER  -  THIRD
 CN3136  ELLP ORDER  -  FOURTH    CLASS I
 CN3136
 CN3136.The horizontal coordinates were established by GPS observations
 CN3136.and adjusted by the National Geodetic Survey in August 2005..
 CN3136
 CN3136.The orthometric height was determined by differential leveling
 CN3136.and adjusted by the National Geodetic Survey in September 1998..
 CN3136.WARNING-GPS observations at this control monument resulted in a GPS
 CN3136.derived orthometric height which differed from the leveled height by
 CN3136.more than one decimeter (0.1 meter).
 CN3136
 CN3136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3136
 CN3136.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3136
 CN3136.The ellipsoidal height was determined by GPS observations
 CN3136.and is referenced to NAD 83.
 CN3136
 CN3136.The geoid height was determined by GEOID03.
 CN3136
 CN3136.The dynamic height is computed by dividing the NAVD 88
 CN3136.geopotential number by the normal gravity value computed on the
 CN3136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN3136.degrees latitude (g = 980.6199 gals.).
 CN3136
 CN3136.The modeled gravity was interpolated from observed gravity values.
 CN3136
 CN3136;                    North         East     Units Scale Factor Converg.
 CN3136;SPC AL W     -   299,402.155   692,865.041   MT  1.00003964   +0 32 06.1
 CN3136;UTM  16      - 3,617,760.519   545,965.263   MT  0.99962605   +0 15 53.6
 CN3136
 CN3136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3136!SPC AL W     -   0.99997347  x   1.00003964  =   1.00001311
 CN3136!UTM  16      -   0.99997347  x   0.99962605  =   0.99959953
 CN3136
 CN3136:                Primary Azimuth Mark                     Grid Az
 CN3136:SPC AL W     -  1 1                                      182 26 34.3
 CN3136:UTM  16      -  1 1                                      182 42 46.8
 CN3136
 CN3136|---------------------------------------------------------------------|
 CN3136| PID    Reference Object                     Distance      Geod. Az  |
 CN3136|                                                           dddmmss.s |
 CN3136| CN3135 1 1                                 APPROX. 0.5 KM 1825840.4 |
 CN3136|---------------------------------------------------------------------|
 CN3136
 CN3136                          SUPERSEDED SURVEY CONTROL
 CN3136
 CN3136  ELLIP H (07/29/02)  168.94   (m)                       GP(       ) 4 1
 CN3136  NAD 83(1992)-  32 41 47.80687(N)    086 30 34.64627(W) AD(       ) 1
 CN3136  ELLIP H (12/04/92)  168.99   (m)                       GP(       ) 4 1
 CN3136  NAD 83(1986)-  32 41 47.81685(N)    086 30 34.65003(W) AD(       ) 1
 CN3136  NGVD 29 (??/??/??)  197.34   (m)          647.4    (f) N HEIGHT    3  
 CN3136
 CN3136.Superseded values are not recommended for survey control.
 CN3136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3136.See file dsdata.txt to determine how the superseded data were derived.
 CN3136
 CN3136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4596517761(NAD 83)
 CN3136_MARKER: DH = HORIZONTAL CONTROL DISK
 CN3136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3136_SP_SET: CONCRETE POST
 CN3136_STAMPING: 1-2 1990
 CN3136_MARK LOGO: NGS   
 CN3136_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3136+STABILITY: SURFACE MOTION
 CN3136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3136+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2005
 CN3136
 CN3136  HISTORY     - Date     Condition        Report By
 CN3136  HISTORY     - 1990     MONUMENTED       ALHD
 CN3136  HISTORY     - 20040412 GOOD             ALHD
 CN3136  HISTORY     - 20040624 GOOD             ALDOT
 CN3136  HISTORY     - 20050627 GOOD             ALDOT
 CN3136
 CN3136                          STATION DESCRIPTION
 CN3136
 CN3136'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3136'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3136'AUTAUGA COUNTY ROAD NO. 20, ABOUT 16.60 MI (26.71 KM) NORTH -
 CN3136'NORTHWEST OF PRATTVILLE, AND ABOUT 12.30 MI (19.79 KM) EAST -
 CN3136'NORTHEAST OF BILLINGSLEY. THIS MARK IS AN NGS DISK, SET AND STAMPED
 CN3136'BY THE ALHD.
 CN3136'TO REACH THE STATION FROM THE JUNCTION OF U. S. 31 AND AUTAUGA COUNTY
 CN3136'ROAD NO. 20, MILE POST 208.40 ON U. S. 31, DRIVE WEST AND THEN SOUTH
 CN3136'FOR 1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT.
 CN3136'THE STATION IS 3.22 FT (0.98 M) EAST OF A LINE OF CHARRED FENCE POSTS,
 CN3136'38.39 FT (11.70 M) WEST OF THE CENTERLINE OF AUTAUGA COUNTY ROAD NO.
 CN3136'20, 76.12 FT (23.20 M) NORTH-NORTHEAST OF CONCRETE RIGHT OF WAY
 CN3136'MARKER P. C. 379 11.5, 137.60 FT (41.94 M) NORTH OF THE NORTH END OF
 CN3136'A 15-INCH CONCRETE PIPE UNDER A FIELD ROAD, 2.30 FT (0.70 M)
 CN3136'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3136'STATION 1-1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3136
 CN3136                          STATION RECOVERY (2004)
 CN3136
 CN3136'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CN3136'RECOVERED IN GOOD CONDITION.
 CN3136
 CN3136                          STATION RECOVERY (2004)
 CN3136
 CN3136'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JR)
 CN3136'RECOVERED AS DESCRIBED.
 CN3136
 CN3136                          STATION RECOVERY (2005)
 CN3136
 CN3136'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3136'MARK IS 2.0 FEET SOUTH-SOUTHEAST FROM A METAL WITNESS POST, 2.5 FEET
 CN3136'EAST-SOUTHEAST OF A FIELD WIRE FENCE WITH ONE STRAND OF BARB WIRE ON
 CN3136'TOP, 24.8 FEET NORTHEAST OF A POWER SERVICE POLE SERVICING A MOBILE
 CN3136'HOME
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3250 ***********************************************************************
 CN3250  DESIGNATION -  1 20
 CN3250  PID         -  CN3250
 CN3250  STATE/COUNTY-  AL/AUTAUGA
 CN3250  USGS QUAD   -  MILTON (1982)
 CN3250
 CN3250                         *CURRENT SURVEY CONTROL
 CN3250  ___________________________________________________________________
 CN3250* NAD 83(1992)-  32 33 00.32646(N)    086 49 06.52254(W)     ADJUSTED  
 CN3250* NAVD 88     -        73.9    (meters)     242.     (feet)  GPS OBS   
 CN3250  ___________________________________________________________________
 CN3250  X           -     298,671.832 (meters)                     COMP
 CN3250  Y           -  -5,373,228.999 (meters)                     COMP
 CN3250  Z           -   3,412,031.291 (meters)                     COMP
 CN3250  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CN3250  ELLIP HEIGHT-          45.55  (meters)          (07/29/02) GPS OBS
 CN3250  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CN3250
 CN3250  HORZ ORDER  -  FIRST
 CN3250  ELLP ORDER  -  FOURTH    CLASS I
 CN3250
 CN3250.The horizontal coordinates were established by GPS observations
 CN3250.and adjusted by the National Geodetic Survey in September 1993..
 CN3250
 CN3250.The orthometric height was determined by GPS observations and a
 CN3250.high-resolution geoid model.
 CN3250
 CN3250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3250
 CN3250.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3250
 CN3250.The ellipsoidal height was determined by GPS observations
 CN3250.and is referenced to NAD 83.
 CN3250
 CN3250.The geoid height was determined by GEOID03.
 CN3250
 CN3250;                    North         East     Units Scale Factor Converg.
 CN3250;SPC AL W     -   282,925.470   664,008.032   MT  0.99998384   +0 22 00.1
 CN3250;UTM  16      - 3,601,426.275   517,042.534   MT  0.99960358   +0 05 51.6
 CN3250
 CN3250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3250!SPC AL W     -   0.99999285  x   0.99998384  =   0.99997669
 CN3250!UTM  16      -   0.99999285  x   0.99960358  =   0.99959643
 CN3250
 CN3250:                Primary Azimuth Mark                     Grid Az
 CN3250:SPC AL W     -  1 19                                     201 48 27.1
 CN3250:UTM  16      -  1 19                                     202 04 35.6
 CN3250
 CN3250|---------------------------------------------------------------------|
 CN3250| PID    Reference Object                     Distance      Geod. Az  |
 CN3250|                                                           dddmmss.s |
 CN3250| CN3249 1 19                                481.057 METERS 2021027.2 |
 CN3250|---------------------------------------------------------------------|
 CN3250
 CN3250                          SUPERSEDED SURVEY CONTROL
 CN3250
 CN3250  ELLIP H (09/27/93)   45.57   (m)                       GP(       ) 4 1
 CN3250
 CN3250.Superseded values are not recommended for survey control.
 CN3250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3250.See file dsdata.txt to determine how the superseded data were derived.
 CN3250
 CN3250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1704301426(NAD 83)
 CN3250_MARKER: DD = SURVEY DISK
 CN3250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3250_SP_SET: CONCRETE POST
 CN3250_STAMPING: 1-20 1992
 CN3250_MARK LOGO: ALHD  
 CN3250_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3250+STABILITY: SURFACE MOTION
 CN3250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3250+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3250
 CN3250  HISTORY     - Date     Condition        Report By
 CN3250  HISTORY     - 1992     MONUMENTED       ALHD
 CN3250
 CN3250                          STATION DESCRIPTION
 CN3250
 CN3250'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3250'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE NORTHWEST RIGHT OF WAY
 CN3250'OF AUTAUGA COUNTY COUNTY ROAD NO. 1, ABOUT 9.60 MI (15.45 KM)
 CN3250'SOUTHWEST OF BILLINGSLEY AND ABOUT 12.55 MI (20.20 KM) NORTHWEST OF
 CN3250'AUTAUGAVILLE.
 CN3250'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3250'POST 151.60 ON ALA 14) IN PRATTVILLE, DRIVE SOUTHWEST AND WEST ON ALA
 CN3250'14 FOR 23.80 MI (38.30 KM) TO MILE POST 127.80 AND AUTAUGA COUNTY
 CN3250'ROAD NO. 1 ON THE RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 1 AND
 CN3250'DRIVE NORTH FOR 6.70 MI (10.78 KM) TO THE STATION ON THE LEFT.
 CN3250'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A HOG WIRE FENCE WITH FOUR
 CN3250'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 38.8 FT (11.8 M)
 CN3250'NORTHWEST OF THE CENTERLINE OF AUTAUGA COUNTY ROAD NO. 1, 105.7 FT
 CN3250'(32.2 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 28 ACROSS THE ROAD,
 CN3250'150.3 FT (45.8 M) SOUTHWEST OF THE NORTHEAST CORNER OF THE PASTURE
 CN3250'FENCE, 179.0 FT (54.6 M) SOUTHWEST OF THE CENTER OF A GRAVEL
 CN3250'DRIVEWAY, 2.8 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 CN3250'SET FLUSH WITH THE GROUND.
 CN3250'STATION 1-19 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3251 ***********************************************************************
 CN3251  DESIGNATION -  1 21
 CN3251  PID         -  CN3251
 CN3251  STATE/COUNTY-  AL/AUTAUGA
 CN3251  USGS QUAD   -  PLETCHER (1982)
 CN3251
 CN3251                         *CURRENT SURVEY CONTROL
 CN3251  ___________________________________________________________________
 CN3251* NAD 83(1992)-  32 38 35.18883(N)    086 50 29.29509(W)     ADJUSTED  
 CN3251* NAVD 88     -       128.0    (meters)     420.     (feet)  GPS OBS   
 CN3251  ___________________________________________________________________
 CN3251  X           -     296,211.881 (meters)                     COMP
 CN3251  Y           -  -5,367,845.070 (meters)                     COMP
 CN3251  Z           -   3,420,750.986 (meters)                     COMP
 CN3251  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 CN3251  ELLIP HEIGHT-          99.49  (meters)          (07/29/02) GPS OBS
 CN3251  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN3251
 CN3251  HORZ ORDER  -  FIRST
 CN3251  ELLP ORDER  -  FOURTH    CLASS I
 CN3251
 CN3251.The horizontal coordinates were established by GPS observations
 CN3251.and adjusted by the National Geodetic Survey in September 1993..
 CN3251
 CN3251.The orthometric height was determined by GPS observations and a
 CN3251.high-resolution geoid model.
 CN3251
 CN3251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3251
 CN3251.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3251
 CN3251.The ellipsoidal height was determined by GPS observations
 CN3251.and is referenced to NAD 83.
 CN3251
 CN3251.The geoid height was determined by GEOID03.
 CN3251
 CN3251;                    North         East     Units Scale Factor Converg.
 CN3251;SPC AL W     -   293,226.853   661,784.691   MT  0.99998039   +0 21 18.8
 CN3251;UTM  16      - 3,611,734.089   514,868.474   MT  0.99960273   +0 05 07.8
 CN3251
 CN3251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3251!SPC AL W     -   0.99998438  x   0.99998039  =   0.99996477
 CN3251!UTM  16      -   0.99998438  x   0.99960273  =   0.99958712
 CN3251
 CN3251                          SUPERSEDED SURVEY CONTROL
 CN3251
 CN3251  ELLIP H (09/27/93)   99.52   (m)                       GP(       ) 4 1
 CN3251
 CN3251.Superseded values are not recommended for survey control.
 CN3251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3251.See file dsdata.txt to determine how the superseded data were derived.
 CN3251
 CN3251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1486811734(NAD 83)
 CN3251_MARKER: DD = SURVEY DISK
 CN3251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3251_SP_SET: CONCRETE POST
 CN3251_STAMPING: 1-21 1992
 CN3251_MARK LOGO: ALHD  
 CN3251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3251+STABILITY: SURFACE MOTION
 CN3251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3251+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3251
 CN3251  HISTORY     - Date     Condition        Report By
 CN3251  HISTORY     - 1992     MONUMENTED       ALHD
 CN3251
 CN3251                          STATION DESCRIPTION
 CN3251
 CN3251'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3251'THE STATION IS LOCATED IN AUTAUGA COUNTY ON PROPERTY OWNED BY UNION
 CN3251'CAMP CORPORATION, ABOUT 7.30 MI (11.75 KM) WEST-SOUTHWEST OF
 CN3251'BILLINGSLEY AND ABOUT 18.20 MI (29.29 KM) NORTHWEST OF AUTAUGAVILLE.
 CN3251'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3251'POST 151.60 ON ALA 14) IN AUTAUGAVILLE, DRIVE SOUTHWEST AND WEST ON
 CN3251'ALA 14 FOR 23.80 MI (38.30 KM) TO MILE POST 127.80 AND AUTAUGAVILLE
 CN3251'COUNTY ROAD NO. 1 ON THE RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO.
 CN3251'1 AND DRIVE NORTH FOR 9.85 MI (15.85 KM) TO AUTAUGA COUNTY ROAD NO.
 CN3251'16 ON THE LEFT, TURN LEFT ON AUTAUGA COUNTY ROAD NO. 16 AND DRIVE
 CN3251'NORTHWEST AND WEST FOR 2.65 MI (4.26 KM) TO AUTAUGA COUNTY GRAVEL
 CN3251'ROAD NO. 11 ON THE RIGHT, TURN RIGHT ON AUTAUGA COUNTY GRAVEL ROAD
 CN3251'NO. 11 AND DRIVE NORTH FOR 1.55 MI (2.49 KM) TO A GRAVEL ROAD LEFT
 CN3251'AND RIGHT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE WEST FOR 2.50 MI
 CN3251'(4.02 KM) TO A GRAVEL ROAD ON THE RIGHT AT BETHEL GROVE CHURCH, TURN
 CN3251'RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH FOR 1.30 MI (2.09 KM) TO A
 CN3251'WOODS ROAD ON THE RIGHT AT A GATE, TURN RIGHT ON THE WOODS ROAD AND
 CN3251'DRIVE EAST FOR 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT.
 CN3251'THE STATION IS LOCATED NEAR THE NORTHWEST END OF A LOW RIDGE ABOUT
 CN3251'133.0 FT (40.5 M) NORTH-NORTHWEST OF THE CENTER OF THE WOODS ROAD,
 CN3251'1.8 FT (0.5 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 CN3251'FLUSH WITH THE GROUND.
 CN3251'STATION 1-22 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3252 ***********************************************************************
 CN3252  DESIGNATION -  1 22
 CN3252  PID         -  CN3252
 CN3252  STATE/COUNTY-  AL/AUTAUGA
 CN3252  USGS QUAD   -  PLETCHER (1982)
 CN3252
 CN3252                         *CURRENT SURVEY CONTROL
 CN3252  ___________________________________________________________________
 CN3252* NAD 83(1992)-  32 38 38.34559(N)    086 50 50.81791(W)     ADJUSTED  
 CN3252* NAVD 88     -       139.3    (meters)     457.     (feet)  GPS OBS   
 CN3252  ___________________________________________________________________
 CN3252  X           -     295,649.409 (meters)                     COMP
 CN3252  Y           -  -5,367,833.099 (meters)                     COMP
 CN3252  Z           -   3,420,838.983 (meters)                     COMP
 CN3252  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 CN3252  ELLIP HEIGHT-         110.82  (meters)          (07/29/02) GPS OBS
 CN3252  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CN3252
 CN3252  HORZ ORDER  -  FIRST
 CN3252  ELLP ORDER  -  FOURTH    CLASS I
 CN3252
 CN3252.The horizontal coordinates were established by GPS observations
 CN3252.and adjusted by the National Geodetic Survey in September 1993..
 CN3252
 CN3252.The orthometric height was determined by GPS observations and a
 CN3252.high-resolution geoid model.
 CN3252
 CN3252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3252
 CN3252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3252
 CN3252.The ellipsoidal height was determined by GPS observations
 CN3252.and is referenced to NAD 83.
 CN3252
 CN3252.The geoid height was determined by GEOID03.
 CN3252
 CN3252;                    North         East     Units Scale Factor Converg.
 CN3252;SPC AL W     -   293,320.632   661,223.162   MT  0.99997954   +0 21 07.2
 CN3252;UTM  16      - 3,611,830.474   514,307.604   MT  0.99960252   +0 04 56.2
 CN3252
 CN3252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3252!SPC AL W     -   0.99998260  x   0.99997954  =   0.99996214
 CN3252!UTM  16      -   0.99998260  x   0.99960252  =   0.99958513
 CN3252
 CN3252                          SUPERSEDED SURVEY CONTROL
 CN3252
 CN3252  ELLIP H (09/27/93)  110.85   (m)                       GP(       ) 4 1
 CN3252
 CN3252.Superseded values are not recommended for survey control.
 CN3252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3252.See file dsdata.txt to determine how the superseded data were derived.
 CN3252
 CN3252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1430811830(NAD 83)
 CN3252_MARKER: DD = SURVEY DISK
 CN3252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3252_SP_SET: CONCRETE POST
 CN3252_STAMPING: 1-22 1992
 CN3252_MARK LOGO: ALHD  
 CN3252_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3252+STABILITY: SURFACE MOTION
 CN3252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3252+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3252
 CN3252  HISTORY     - Date     Condition        Report By
 CN3252  HISTORY     - 1992     MONUMENTED       ALHD
 CN3252
 CN3252                          STATION DESCRIPTION
 CN3252
 CN3252'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3252'THE STATION IS LOCATED IN AUTAUGA COUNTY ON PROPERTY OWNED BY UNION
 CN3252'CAMP CORPORATION, ABOUT 7.75 MI (12.47 KM) WEST-SOUTHWEST OF
 CN3252'BILLINGSLEY AND ABOUT 18.45 MI (29.69 KM) NORTHWEST OF AUTAUGAVILLE.
 CN3252'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3252'POST 151.60 ON ALA 14) IN AUTAUGAVILLE, DRIVE SOUTHWEST AND WEST ON
 CN3252'ALA 14 FOR 23.80 MI (38.30 KM) TO MILE POST 127.80 AND AUTAUGAVILLE
 CN3252'COUNTY ROAD NO. 1 ON THE RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO.
 CN3252'1 AND DRIVE NORTH FOR 9.85 MI (15.85 KM) TO AUTAUGA COUNTY ROAD NO.
 CN3252'16 ON THE LEFT, TURN LEFT ON AUTAUGA COUNTY ROAD NO. 16 AND DRIVE
 CN3252'NORTHWEST AND WEST FOR 2.65 MI (4.26 KM) TO AUTAUGA COUNTY GRAVEL
 CN3252'ROAD NO. 11 ON THE RIGHT, TURN RIGHT ON AUTAUGA COUNTY GRAVEL ROAD
 CN3252'NO. 11 AND DRIVE NORTH FOR 1.55 MI (2.49 KM) TO A GRAVEL ROAD LEFT
 CN3252'AND RIGHT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE WEST FOR 2.50 MI
 CN3252'(4.02 KM) TO A GRAVEL ROAD ON THE RIGHT AT BETHEL GROVE CHURCH, TURN
 CN3252'RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH FOR 1.30 MI (2.09 KM) TO A
 CN3252'WOODS ROAD ON THE RIGHT AT A GATE, TURN RIGHT ON THE WOODS ROAD AND
 CN3252'DRIVE EAST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.
 CN3252'THE STATION IS LOCATED ON TOP OF A LOW HILL ABOUT 90.0 FT (27.4 M)
 CN3252'NORTH OF THE CENTER OF THE WOODS ROAD, 2.0 FT (0.6 M) SOUTH-SOUTHWEST
 CN3252'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3252'STATION 1-21 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3253 ***********************************************************************
 CN3253  DESIGNATION -  1 23
 CN3253  PID         -  CN3253
 CN3253  STATE/COUNTY-  AL/AUTAUGA
 CN3253  USGS QUAD   -  MILTON (1982)
 CN3253
 CN3253                         *CURRENT SURVEY CONTROL
 CN3253  ___________________________________________________________________
 CN3253* NAD 83(1992)-  32 35 56.60176(N)    086 46 30.58386(W)     ADJUSTED  
 CN3253* NAVD 88     -       132.5    (meters)     435.     (feet)  GPS OBS   
 CN3253  ___________________________________________________________________
 CN3253  X           -     302,572.284 (meters)                     COMP
 CN3253  Y           -  -5,370,131.985 (meters)                     COMP
 CN3253  Z           -   3,416,638.784 (meters)                     COMP
 CN3253  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CN3253  ELLIP HEIGHT-         104.12  (meters)          (07/29/02) GPS OBS
 CN3253  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CN3253
 CN3253  HORZ ORDER  -  FIRST
 CN3253  ELLP ORDER  -  FOURTH    CLASS I
 CN3253
 CN3253.The horizontal coordinates were established by GPS observations
 CN3253.and adjusted by the National Geodetic Survey in September 1993..
 CN3253
 CN3253.The orthometric height was determined by GPS observations and a
 CN3253.high-resolution geoid model.
 CN3253
 CN3253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3253
 CN3253.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3253
 CN3253.The ellipsoidal height was determined by GPS observations
 CN3253.and is referenced to NAD 83.
 CN3253
 CN3253.The geoid height was determined by GEOID03.
 CN3253
 CN3253;                    North         East     Units Scale Factor Converg.
 CN3253;SPC AL W     -   288,382.265   668,039.372   MT  0.99999040   +0 23 25.9
 CN3253;UTM  16      - 3,606,861.988   521,097.917   MT  0.99960549   +0 07 16.1
 CN3253
 CN3253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3253!SPC AL W     -   0.99998365  x   0.99999040  =   0.99997405
 CN3253!UTM  16      -   0.99998365  x   0.99960549  =   0.99958915
 CN3253
 CN3253:                Primary Azimuth Mark                     Grid Az
 CN3253:SPC AL W     -  1 24                                     033 09 09.6
 CN3253:UTM  16      -  1 24                                     033 25 19.4
 CN3253
 CN3253|---------------------------------------------------------------------|
 CN3253| PID    Reference Object                     Distance      Geod. Az  |
 CN3253|                                                           dddmmss.s |
 CN3253| CN3254 1 24                                492.377 METERS 0333235.5 |
 CN3253|---------------------------------------------------------------------|
 CN3253
 CN3253                          SUPERSEDED SURVEY CONTROL
 CN3253
 CN3253  ELLIP H (09/27/93)  104.14   (m)                       GP(       ) 4 1
 CN3253
 CN3253.Superseded values are not recommended for survey control.
 CN3253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3253.See file dsdata.txt to determine how the superseded data were derived.
 CN3253
 CN3253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2109806862(NAD 83)
 CN3253_MARKER: DD = SURVEY DISK
 CN3253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3253_SP_SET: CONCRETE POST
 CN3253_STAMPING: 1-23 1992
 CN3253_MARK LOGO: ALHD  
 CN3253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3253+STABILITY: SURFACE MOTION
 CN3253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3253+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3253
 CN3253  HISTORY     - Date     Condition        Report By
 CN3253  HISTORY     - 1992     MONUMENTED       ALHD
 CN3253
 CN3253                          STATION DESCRIPTION
 CN3253
 CN3253'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3253'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE EAST RIGHT OF WAY OF
 CN3253'AUTAUGA COUNTY ROAD NO. 1, ABOUT 5.05 MI (8.13 KM) SOUTHWEST OF
 CN3253'BILLINGSLEY AND ABOUT 13.50 MI (21.73 KM) NORTHWEST OF AUTAUGAVILLE.
 CN3253'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3253'POST 140.85 ON ALA 82) IN PRATTVILLE, DRIVE NORTHWEST ON U.S. 82 FOR
 CN3253'21.60 MI (34.76 KM) TO MILE POST 119.25 AND AUTAUGA COUNTY ROAD NO. 1
 CN3253'ON THE LEFT, TURN LEFT ON AUTAUGA COUNTY ROAD NO. 1 AND DRIVE SOUTH
 CN3253'FOR 3.25 MI (5.23 KM) TO THE STATION ON THE LEFT.
 CN3253'THE STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF AN 8-INCH FENCE CORNER
 CN3253'POST, 37.0 FT (11.3 M) EAST-SOUTHEAST OF THE CENTERLINE OF AUTAUGA
 CN3253'COUNTY ROAD NO. 1, 38.3 FT (11.7 M) SOUTHWEST OF A POWER POLE, AND
 CN3253'218.1 FT (66.5 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 1
 CN3253'98 N20 E5, 2.8 FT (0.9 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST,
 CN3253'AND SET FLUSH WITH THE GROUND.
 CN3253'STATION 1-24 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3254 ***********************************************************************
 CN3254  DESIGNATION -  1 24
 CN3254  PID         -  CN3254
 CN3254  STATE/COUNTY-  AL/AUTAUGA
 CN3254  USGS QUAD   -  MILTON (1982)
 CN3254
 CN3254                         *CURRENT SURVEY CONTROL
 CN3254  ___________________________________________________________________
 CN3254* NAD 83(1992)-  32 36 09.92363(N)    086 46 20.14967(W)     ADJUSTED  
 CN3254* NAVD 88     -       136.5    (meters)     448.     (feet)  GPS OBS   
 CN3254  ___________________________________________________________________
 CN3254  X           -     302,831.679 (meters)                     COMP
 CN3254  Y           -  -5,369,899.270 (meters)                     COMP
 CN3254  Z           -   3,416,986.659 (meters)                     COMP
 CN3254  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 CN3254  ELLIP HEIGHT-         108.11  (meters)          (07/29/02) GPS OBS
 CN3254  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CN3254
 CN3254  HORZ ORDER  -  FIRST
 CN3254  ELLP ORDER  -  FOURTH    CLASS I
 CN3254
 CN3254.The horizontal coordinates were established by GPS observations
 CN3254.and adjusted by the National Geodetic Survey in September 1993..
 CN3254
 CN3254.The orthometric height was determined by GPS observations and a
 CN3254.high-resolution geoid model.
 CN3254
 CN3254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3254
 CN3254.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3254
 CN3254.The ellipsoidal height was determined by GPS observations
 CN3254.and is referenced to NAD 83.
 CN3254
 CN3254.The geoid height was determined by GEOID03.
 CN3254
 CN3254;                    North         East     Units Scale Factor Converg.
 CN3254;SPC AL W     -   288,794.488   668,308.637   MT  0.99999085   +0 23 31.7
 CN3254;UTM  16      - 3,607,272.781   521,369.013   MT  0.99960563   +0 07 21.7
 CN3254
 CN3254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3254!SPC AL W     -   0.99998303  x   0.99999085  =   0.99997388
 CN3254!UTM  16      -   0.99998303  x   0.99960563  =   0.99958866
 CN3254
 CN3254:                Primary Azimuth Mark                     Grid Az
 CN3254:SPC AL W     -  1 23                                     213 09 09.4
 CN3254:UTM  16      -  1 23                                     213 25 19.4
 CN3254
 CN3254|---------------------------------------------------------------------|
 CN3254| PID    Reference Object                     Distance      Geod. Az  |
 CN3254|                                                           dddmmss.s |
 CN3254| CN3253 1 23                                492.377 METERS 2133241.1 |
 CN3254|---------------------------------------------------------------------|
 CN3254
 CN3254                          SUPERSEDED SURVEY CONTROL
 CN3254
 CN3254  ELLIP H (09/27/93)  108.12   (m)                       GP(       ) 4 1
 CN3254
 CN3254.Superseded values are not recommended for survey control.
 CN3254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3254.See file dsdata.txt to determine how the superseded data were derived.
 CN3254
 CN3254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2136907273(NAD 83)
 CN3254_MARKER: DD = SURVEY DISK
 CN3254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3254_SP_SET: CONCRETE POST
 CN3254_STAMPING: 1-24 1992
 CN3254_MARK LOGO: ALHD  
 CN3254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3254+STABILITY: SURFACE MOTION
 CN3254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3254+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3254
 CN3254  HISTORY     - Date     Condition        Report By
 CN3254  HISTORY     - 1992     MONUMENTED       ALHD
 CN3254
 CN3254                          STATION DESCRIPTION
 CN3254
 CN3254'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3254'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CN3254'OF AUTAUGA COUNTY ROAD NO. 1, ABOUT 4.75 MI (7.64 KM) SOUTHWEST OF
 CN3254'BILLINGSLEY AND ABOUT 13.60 MI (21.89 KM) NORTHWEST OF AUTAUGAVILLE.
 CN3254'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3254'POST 140.85 ON ALA 82) IN PRATTVILLE, DRIVE NORTHWEST ON U.S. 82 FOR
 CN3254'21.60 MI (34.76 KM) TO MILE POST 119.25 AND AUTAUGA COUNTY ROAD NO. 1
 CN3254'ON THE LEFT, TURN LEFT ON AUTAUGA COUNTY ROAD NO. 1 AND DRIVE SOUTH
 CN3254'FOR 2.85 MI (4.59 KM) TO THE STATION ON THE LEFT.
 CN3254'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF AN 8-INCH BRACED FENCE
 CN3254'CORNER POST, 30.5 FT (9.3 M) SOUTHEAST OF THE CENTERLINE OF AUTAUGA
 CN3254'COUNTY ROAD NO. 1, 37.8 FT (11.5 M) NORTH-NORTHEAST OF TELEPHONE
 CN3254'CABLE PEDESTAL NO. 1 98 N20 E3, 52.3 FT (15.9 M) EAST-SOUTHEAST OF A
 CN3254'CHURCH SIGN ACROSS THE ROAD, AND 86.7 FT (26.4 M) EAST OF A JUNCTION
 CN3254'POWER POLE ACROSS THE ROAD, 3.1 FT (0.9 M) WEST-NORTHWEST OF A
 CN3254'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3254'STATION 1-23 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3255 ***********************************************************************
 CN3255  DESIGNATION -  1 25
 CN3255  PID         -  CN3255
 CN3255  STATE/COUNTY-  AL/AUTAUGA
 CN3255  USGS QUAD   -  MILTON (1982)
 CN3255
 CN3255                         *CURRENT SURVEY CONTROL
 CN3255  ___________________________________________________________________
 CN3255* NAD 83(1992)-  32 30 48.68559(N)    086 46 25.03233(W)     ADJUSTED  
 CN3255* NAVD 88     -       143.9    (meters)     472.     (feet)  GPS OBS   
 CN3255  ___________________________________________________________________
 CN3255  X           -     303,004.647 (meters)                     COMP
 CN3255  Y           -  -5,375,229.835 (meters)                     COMP
 CN3255  Z           -   3,408,650.110 (meters)                     COMP
 CN3255  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 CN3255  ELLIP HEIGHT-         115.68  (meters)          (07/29/02) GPS OBS
 CN3255  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CN3255
 CN3255  HORZ ORDER  -  FIRST
 CN3255  ELLP ORDER  -  FOURTH    CLASS I
 CN3255
 CN3255.The horizontal coordinates were established by GPS observations
 CN3255.and adjusted by the National Geodetic Survey in September 1993..
 CN3255
 CN3255.The orthometric height was determined by GPS observations and a
 CN3255.high-resolution geoid model.
 CN3255
 CN3255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3255
 CN3255.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3255
 CN3255.The ellipsoidal height was determined by GPS observations
 CN3255.and is referenced to NAD 83.
 CN3255
 CN3255.The geoid height was determined by GEOID03.
 CN3255
 CN3255;                    North         East     Units Scale Factor Converg.
 CN3255;SPC AL W     -   278,898.325   668,248.841   MT  0.99999075   +0 23 25.6
 CN3255;UTM  16      - 3,597,380.820   521,262.781   MT  0.99960557   +0 07 18.0
 CN3255
 CN3255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3255!SPC AL W     -   0.99998184  x   0.99999075  =   0.99997259
 CN3255!UTM  16      -   0.99998184  x   0.99960557  =   0.99958741
 CN3255
 CN3255:                Primary Azimuth Mark                     Grid Az
 CN3255:SPC AL W     -  1 26                                     033 11 48.6
 CN3255:UTM  16      -  1 26                                     033 27 56.2
 CN3255
 CN3255|---------------------------------------------------------------------|
 CN3255| PID    Reference Object                     Distance      Geod. Az  |
 CN3255|                                                           dddmmss.s |
 CN3255| CN3256 1 26                                448.431 METERS 0333514.2 |
 CN3255|---------------------------------------------------------------------|
 CN3255
 CN3255                          SUPERSEDED SURVEY CONTROL
 CN3255
 CN3255  ELLIP H (09/27/93)  115.70   (m)                       GP(       ) 4 1
 CN3255
 CN3255.Superseded values are not recommended for survey control.
 CN3255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3255.See file dsdata.txt to determine how the superseded data were derived.
 CN3255
 CN3255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2126397381(NAD 83)
 CN3255_MARKER: DD = SURVEY DISK
 CN3255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3255_SP_SET: CONCRETE POST
 CN3255_STAMPING: 1-25 1992
 CN3255_MARK LOGO: ALHD  
 CN3255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3255+STABILITY: SURFACE MOTION
 CN3255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3255+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3255
 CN3255  HISTORY     - Date     Condition        Report By
 CN3255  HISTORY     - 1992     MONUMENTED       ALHD
 CN3255
 CN3255                          STATION DESCRIPTION
 CN3255
 CN3255'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3255'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CN3255'OF AUTAUGA COUNTY ROAD NO. 44, ABOUT 8.90 MI (14.32 KM) NORTHWEST OF
 CN3255'AUTAUGAVILLE AND ABOUT 10.45 MI (16.82 KM) SOUTH-SOUTHWEST OF
 CN3255'BILLINGSLEY.
 CN3255'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3255'POST 151.60 ON ALA 14) IN PRATTVILLE, DRIVE SOUTHWEST AND WEST ON ALA
 CN3255'14 FOR 20.60 MI (33.15 KM) TO MILE POST 131.00 AND AUTAUGA COUNTY
 CN3255'ROAD NO. 15 LEFT AND RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 15
 CN3255'AND DRIVE NORTH FOR 2.45 MI (3.94 KM) TO AUTAUGA COUNTY ROAD NO. 44
 CN3255'ON THE RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 44 AND DRIVE EAST
 CN3255'AND NORTHEAST FOR 2.60 MI (4.18 KM) TO THE STATION ON THE RIGHT.
 CN3255'THE STATION IS 38.5 FT (11.7 M) SOUTHEAST OF THE CENTERLINE OF AUTAUGA
 CN3255'COUNTY ROAD NO. 44, 137.0 FT (41.8 M) NORTHEAST OF A POWER POLE WITH
 CN3255'A GUY POLE ACROSS THE ROAD, 160.6 FT (49.0 M) EAST-NORTHEAST OF A
 CN3255'POWER LINE GUY POLE, 1.8 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS
 CN3255'POST, AND SET FLUSH WITH THE GROUND.
 CN3255'STATION 1-26 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3256 ***********************************************************************
 CN3256  DESIGNATION -  1 26
 CN3256  PID         -  CN3256
 CN3256  STATE/COUNTY-  AL/AUTAUGA
 CN3256  USGS QUAD   -  MILTON (1982)
 CN3256
 CN3256                         *CURRENT SURVEY CONTROL
 CN3256  ___________________________________________________________________
 CN3256* NAD 83(1992)-  32 31 00.81241(N)    086 46 15.52746(W)     ADJUSTED  
 CN3256* NAVD 88     -       147.0    (meters)     482.     (feet)  GPS OBS   
 CN3256  ___________________________________________________________________
 CN3256  X           -     303,241.181 (meters)                     COMP
 CN3256  Y           -  -5,375,018.029 (meters)                     COMP
 CN3256  Z           -   3,408,966.807 (meters)                     COMP
 CN3256  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 CN3256  ELLIP HEIGHT-         118.82  (meters)          (07/29/02) GPS OBS
 CN3256  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CN3256
 CN3256  HORZ ORDER  -  FIRST
 CN3256  ELLP ORDER  -  FOURTH    CLASS I
 CN3256
 CN3256.The horizontal coordinates were established by GPS observations
 CN3256.and adjusted by the National Geodetic Survey in September 1993..
 CN3256
 CN3256.The orthometric height was determined by GPS observations and a
 CN3256.high-resolution geoid model.
 CN3256
 CN3256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3256
 CN3256.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3256
 CN3256.The ellipsoidal height was determined by GPS observations
 CN3256.and is referenced to NAD 83.
 CN3256
 CN3256.The geoid height was determined by GEOID03.
 CN3256
 CN3256;                    North         East     Units Scale Factor Converg.
 CN3256;SPC AL W     -   279,273.566   668,494.362   MT  0.99999116   +0 23 30.8
 CN3256;UTM  16      - 3,597,754.761   521,509.965   MT  0.99960571   +0 07 23.2
 CN3256
 CN3256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3256!SPC AL W     -   0.99998134  x   0.99999116  =   0.99997250
 CN3256!UTM  16      -   0.99998134  x   0.99960571  =   0.99958706
 CN3256
 CN3256:                Primary Azimuth Mark                     Grid Az
 CN3256:SPC AL W     -  1 25                                     213 11 48.6
 CN3256:UTM  16      -  1 25                                     213 27 56.2
 CN3256
 CN3256|---------------------------------------------------------------------|
 CN3256| PID    Reference Object                     Distance      Geod. Az  |
 CN3256|                                                           dddmmss.s |
 CN3256| CN3255 1 25                                448.431 METERS 2133519.4 |
 CN3256|---------------------------------------------------------------------|
 CN3256
 CN3256                          SUPERSEDED SURVEY CONTROL
 CN3256
 CN3256  ELLIP H (09/27/93)  118.84   (m)                       GP(       ) 4 1
 CN3256
 CN3256.Superseded values are not recommended for survey control.
 CN3256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3256.See file dsdata.txt to determine how the superseded data were derived.
 CN3256
 CN3256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2151097755(NAD 83)
 CN3256_MARKER: DD = SURVEY DISK
 CN3256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3256_SP_SET: CONCRETE POST
 CN3256_STAMPING: 1-26 1992
 CN3256_MARK LOGO: ALHD  
 CN3256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3256+STABILITY: SURFACE MOTION
 CN3256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3256+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3256
 CN3256  HISTORY     - Date     Condition        Report By
 CN3256  HISTORY     - 1992     MONUMENTED       ALHD
 CN3256
 CN3256                          STATION DESCRIPTION
 CN3256
 CN3256'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3256'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE NORTHEAST RIGHT OF WAY
 CN3256'OF AUTAUGA COUNTY ROAD NO. 45, ABOUT 9.00 MI (14.48 KM) NORTHWEST OF
 CN3256'AUTAUGAVILLE AND ABOUT 10.10 MI (16.25 KM) SOUTH-SOUTHWEST OF
 CN3256'BILLINGSLEY.
 CN3256'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3256'POST 151.60 ON ALA 14) IN PRATTVILLE, DRIVE SOUTHWEST AND WEST ON ALA
 CN3256'14 FOR 20.60 MI (33.15 KM) TO MILE POST 131.00 AND AUTAUGA COUNTY
 CN3256'ROAD NO. 15 LEFT AND RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 15
 CN3256'AND DRIVE NORTH FOR 2.45 MI (3.94 KM) TO AUTAUGA COUNTY ROAD NO. 44
 CN3256'ON THE RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 44 AND DRIVE EAST
 CN3256'AND NORTHEAST FOR 2.90 MI (4.67 KM) TO THE JUNCTION OF AUTAUGA COUNTY
 CN3256'ROAD NO. 45 AND THE STATION ACROSS THE ROAD.
 CN3256'THE STATION IS LOCATED NORTHEAST OF THE INTERSECTION OF AUTAUGA COUNTY
 CN3256'ROAD NO. 44 AND AUTAUGA COUNTY ROAD NO. 45, 6.8 FT (2.1 M) SOUTHWEST
 CN3256'OF A FOUR STRAND BARBED WIRE FENCE ON WOOD POSTS, 7.0 FT (2.1 M)
 CN3256'SOUTHWEST OF A FENCE POST WITH A BURIED CABLE WARNING SIGN, 35.5 FT
 CN3256'(10.8 M) NORTHEAST OF THE CENTER OF AUTAUGA COUNTY ROAD NO. 45, 39.4
 CN3256'FT (12.0 M) SOUTHWEST OF JUNCTION POWER AND CABLE POLE NO. 46 IN A
 CN3256'PASTURE, 39.6 FT (12.1 M) SOUTHWEST OF A TELEPHONE CABLE PEDESTAL IN
 CN3256'A PASTURE, 45.0 FT (13.7 M) NORTHEAST OF THE CENTER OF THE
 CN3256'INTERSECTION OF AUTAUGA COUNTY ROAD NO. 44 AND AUTAUGA COUNTY ROAD
 CN3256'NO. 45, 6.5 FT (2.0 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 CN3256'FLUSH WITH THE GROUND.
 CN3256'STATION 1-25 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3257 ***********************************************************************
 CN3257  DESIGNATION -  1 27
 CN3257  PID         -  CN3257
 CN3257  STATE/COUNTY-  AL/AUTAUGA
 CN3257  USGS QUAD   -  VIDA (1987)
 CN3257
 CN3257                         *CURRENT SURVEY CONTROL
 CN3257  ___________________________________________________________________
 CN3257* NAD 83(1992)-  32 32 42.12524(N)    086 38 45.98801(W)     ADJUSTED  
 CN3257* NAVD 88     -       160.8    (meters)     528.     (feet)  GPS OBS   
 CN3257  ___________________________________________________________________
 CN3257  X           -     314,857.417 (meters)                     COMP
 CN3257  Y           -  -5,372,680.586 (meters)                     COMP
 CN3257  Z           -   3,411,605.527 (meters)                     COMP
 CN3257  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CN3257  ELLIP HEIGHT-         132.66  (meters)          (07/29/02) GPS OBS
 CN3257  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CN3257
 CN3257  HORZ ORDER  -  FIRST
 CN3257  ELLP ORDER  -  FOURTH    CLASS I
 CN3257
 CN3257.The horizontal coordinates were established by GPS observations
 CN3257.and adjusted by the National Geodetic Survey in September 1993..
 CN3257
 CN3257.The orthometric height was determined by GPS observations and a
 CN3257.high-resolution geoid model.
 CN3257
 CN3257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3257
 CN3257.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3257
 CN3257.The ellipsoidal height was determined by GPS observations
 CN3257.and is referenced to NAD 83.
 CN3257
 CN3257.The geoid height was determined by GEOID03.
 CN3257
 CN3257;                    North         East     Units Scale Factor Converg.
 CN3257;SPC AL W     -   282,481.520   680,201.922   MT  1.00001262   +0 27 33.8
 CN3257;UTM  16      - 3,600,906.498   533,227.853   MT  0.99961361   +0 11 25.4
 CN3257
 CN3257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3257!SPC AL W     -   0.99997917  x   1.00001262  =   0.99999179
 CN3257!UTM  16      -   0.99997917  x   0.99961361  =   0.99959279
 CN3257
 CN3257:                Primary Azimuth Mark                     Grid Az
 CN3257:SPC AL W     -  1 28                                     151 44 33.5
 CN3257:UTM  16      -  1 28                                     152 00 41.9
 CN3257
 CN3257|---------------------------------------------------------------------|
 CN3257| PID    Reference Object                     Distance      Geod. Az  |
 CN3257|                                                           dddmmss.s |
 CN3257| CN3258 1 28                                APPROX. 0.5 KM 1521207.3 |
 CN3257|---------------------------------------------------------------------|
 CN3257
 CN3257                          SUPERSEDED SURVEY CONTROL
 CN3257
 CN3257  ELLIP H (09/27/93)  132.69   (m)                       GP(       ) 4 1
 CN3257
 CN3257.Superseded values are not recommended for survey control.
 CN3257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3257.See file dsdata.txt to determine how the superseded data were derived.
 CN3257
 CN3257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3322800906(NAD 83)
 CN3257_MARKER: DD = SURVEY DISK
 CN3257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3257_SP_SET: CONCRETE POST
 CN3257_STAMPING: 1-27 1992
 CN3257_MARK LOGO: ALHD  
 CN3257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3257+STABILITY: SURFACE MOTION
 CN3257_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN3257+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 CN3257
 CN3257  HISTORY     - Date     Condition        Report By
 CN3257  HISTORY     - 1992     MONUMENTED       ALHD
 CN3257  HISTORY     - 20020305 GOOD             ALHD
 CN3257
 CN3257                          STATION DESCRIPTION
 CN3257
 CN3257'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3257'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3257'OF U.S. 82, ABOUT 7.70 MI (12.39 KM) NORTH OF AUTAUGAVILLE AND ABOUT
 CN3257'11.85 MI (19.07 KM) NORTHWEST OF PRATTVILLE.
 CN3257'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3257'POST 140.85 ON U.S. 82) IN PRATTVILLE, DRIVE NORTHWEST ON U.S. 82 FOR
 CN3257'13.45 MI (21.65 KM) TO MILE POST 127.40 AND THE STATION ON THE LEFT.
 CN3257'THE STATION IS 46.8 FT (14.3 M) SOUTHWEST OF THE CENTERLINE OF U.S.
 CN3257'82, 103.5 FT (31.5 M) NORTH-NORTHWEST OF A LARGE POWER POLE, 158.3 FT
 CN3257'(48.2 M) SOUTHEAST OF A LARGE POWER POLE, 2.1 FT (0.6 M)
 CN3257'EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3257'GROUND.
 CN3257'STATION 1-28 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3257
 CN3257                          STATION RECOVERY (2002)
 CN3257
 CN3257'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3258 ***********************************************************************
 CN3258  DESIGNATION -  1 28
 CN3258  PID         -  CN3258
 CN3258  STATE/COUNTY-  AL/AUTAUGA
 CN3258  USGS QUAD   -  VIDA (1987)
 CN3258
 CN3258                         *CURRENT SURVEY CONTROL
 CN3258  ___________________________________________________________________
 CN3258* NAD 83(1992)-  32 32 26.47775(N)    086 38 36.24921(W)     ADJUSTED  
 CN3258* NAVD 88     -       139.4    (meters)     457.     (feet)  GPS OBS   
 CN3258  ___________________________________________________________________
 CN3258  X           -     315,125.213 (meters)                     COMP
 CN3258  Y           -  -5,372,906.555 (meters)                     COMP
 CN3258  Z           -   3,411,187.675 (meters)                     COMP
 CN3258  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CN3258  ELLIP HEIGHT-         111.26  (meters)          (07/29/02) GPS OBS
 CN3258  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CN3258
 CN3258  HORZ ORDER  -  FIRST
 CN3258  ELLP ORDER  -  FOURTH    CLASS I
 CN3258
 CN3258.The horizontal coordinates were established by GPS observations
 CN3258.and adjusted by the National Geodetic Survey in September 1993..
 CN3258
 CN3258.The orthometric height was determined by GPS observations and a
 CN3258.high-resolution geoid model.
 CN3258
 CN3258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3258
 CN3258.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3258
 CN3258.The ellipsoidal height was determined by GPS observations
 CN3258.and is referenced to NAD 83.
 CN3258
 CN3258.The geoid height was determined by GEOID03.
 CN3258
 CN3258;                    North         East     Units Scale Factor Converg.
 CN3258;SPC AL W     -   282,001.556   680,459.895   MT  1.00001313   +0 27 38.8
 CN3258;UTM  16      - 3,600,425.520   533,483.468   MT  0.99961382   +0 11 30.5
 CN3258
 CN3258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3258!SPC AL W     -   0.99998253  x   1.00001313  =   0.99999566
 CN3258!UTM  16      -   0.99998253  x   0.99961382  =   0.99959636
 CN3258
 CN3258:                Primary Azimuth Mark                     Grid Az
 CN3258:SPC AL W     -  1 27                                     331 44 33.8
 CN3258:UTM  16      -  1 27                                     332 00 42.1
 CN3258
 CN3258|---------------------------------------------------------------------|
 CN3258| PID    Reference Object                     Distance      Geod. Az  |
 CN3258|                                                           dddmmss.s |
 CN3258| CN3257 1 27                                APPROX. 0.5 KM 3321212.6 |
 CN3258|---------------------------------------------------------------------|
 CN3258
 CN3258                          SUPERSEDED SURVEY CONTROL
 CN3258
 CN3258  ELLIP H (09/27/93)  111.29   (m)                       GP(       ) 4 1
 CN3258
 CN3258.Superseded values are not recommended for survey control.
 CN3258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3258.See file dsdata.txt to determine how the superseded data were derived.
 CN3258
 CN3258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3348300426(NAD 83)
 CN3258_MARKER: DD = SURVEY DISK
 CN3258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3258_SP_SET: CONCRETE POST
 CN3258_STAMPING: 1-28 1992
 CN3258_MARK LOGO: ALHD  
 CN3258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3258+STABILITY: SURFACE MOTION
 CN3258_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN3258+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 CN3258
 CN3258  HISTORY     - Date     Condition        Report By
 CN3258  HISTORY     - 1992     MONUMENTED       ALHD
 CN3258  HISTORY     - 20020305 GOOD             ALHD
 CN3258
 CN3258                          STATION DESCRIPTION
 CN3258
 CN3258'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3258'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3258'OF U.S. 82, ABOUT 7.40 MI (11.91 KM) NORTH OF AUTAUGAVILLE AND ABOUT
 CN3258'11.60 MI (18.67 KM) NORTHWEST OF PRATTVILLE.
 CN3258'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 14 (MILE
 CN3258'POST 140.85 ON U.S. 82) IN PRATTVILLE, DRIVE NORTHWEST ON U.S. 82 FOR
 CN3258'13.15 MI (21.16 KM) TO MILE POST 127.70 AND THE STATION ON THE LEFT.
 CN3258'THE STATION IS 51.5 FT (15.7 M) SOUTHWEST OF THE CENTERLINE OF U.S.
 CN3258'82, 114.4 FT (34.9 M) NORTH-NORTHWEST OF A LARGE POWER POLE, 146.5 FT
 CN3258'(44.7 M) SOUTHEAST OF A LARGE POWER POLE, 1.7 FT (0.5 M)
 CN3258'EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3258'GROUND.
 CN3258'STATION 1-27 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3258
 CN3258                          STATION RECOVERY (2002)
 CN3258
 CN3258'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3258'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3259 ***********************************************************************
 CN3259  DESIGNATION -  1 29
 CN3259  PID         -  CN3259
 CN3259  STATE/COUNTY-  AL/AUTAUGA
 CN3259  USGS QUAD   -  DURANT BEND (1982)
 CN3259
 CN3259                         *CURRENT SURVEY CONTROL
 CN3259  ___________________________________________________________________
 CN3259* NAD 83(1992)-  32 28 18.65302(N)    086 52 14.29130(W)     ADJUSTED  
 CN3259* NAVD 88     -        42.1    (meters)     138.     (feet)  GPS OBS   
 CN3259  ___________________________________________________________________
 CN3259  X           -     294,033.427 (meters)                     COMP
 CN3259  Y           -  -5,378,128.484 (meters)                     COMP
 CN3259  Z           -   3,404,697.203 (meters)                     COMP
 CN3259  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 CN3259  ELLIP HEIGHT-          13.87  (meters)          (07/29/02) GPS OBS
 CN3259  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CN3259
 CN3259  HORZ ORDER  -  FIRST
 CN3259  ELLP ORDER  -  FOURTH    CLASS I
 CN3259
 CN3259.The horizontal coordinates were established by GPS observations
 CN3259.and adjusted by the National Geodetic Survey in September 1993..
 CN3259
 CN3259.The orthometric height was determined by GPS observations and a
 CN3259.high-resolution geoid model.
 CN3259
 CN3259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3259
 CN3259.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3259
 CN3259.The ellipsoidal height was determined by GPS observations
 CN3259.and is referenced to NAD 83.
 CN3259
 CN3259.The geoid height was determined by GEOID03.
 CN3259
 CN3259;                    North         East     Units Scale Factor Converg.
 CN3259;SPC AL W     -   274,218.896   659,160.527   MT  0.99997648   +0 20 16.5
 CN3259;UTM  16      - 3,592,745.811   512,156.091   MT  0.99960182   +0 04 10.0
 CN3259
 CN3259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3259!SPC AL W     -   0.99999782  x   0.99997648  =   0.99997430
 CN3259!UTM  16      -   0.99999782  x   0.99960182  =   0.99959964
 CN3259
 CN3259:                Primary Azimuth Mark                     Grid Az
 CN3259:SPC AL W     -  1 30                                     069 40 28.3
 CN3259:UTM  16      -  1 30                                     069 56 34.8
 CN3259
 CN3259|---------------------------------------------------------------------|
 CN3259| PID    Reference Object                     Distance      Geod. Az  |
 CN3259|                                                           dddmmss.s |
 CN3259| CN3260 1 30                                444.415 METERS 0700044.8 |
 CN3259|---------------------------------------------------------------------|
 CN3259
 CN3259                          SUPERSEDED SURVEY CONTROL
 CN3259
 CN3259  ELLIP H (09/27/93)   13.90   (m)                       GP(       ) 4 1
 CN3259
 CN3259.Superseded values are not recommended for survey control.
 CN3259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3259.See file dsdata.txt to determine how the superseded data were derived.
 CN3259
 CN3259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1215692746(NAD 83)
 CN3259_MARKER: DD = SURVEY DISK
 CN3259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3259_SP_SET: CONCRETE POST
 CN3259_STAMPING: 1-29 1992
 CN3259_MARK LOGO: ALHD  
 CN3259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3259+STABILITY: SURFACE MOTION
 CN3259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3259+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3259
 CN3259  HISTORY     - Date     Condition        Report By
 CN3259  HISTORY     - 1992     MONUMENTED       ALHD
 CN3259
 CN3259                          STATION DESCRIPTION
 CN3259
 CN3259'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3259'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3259'ALA 14, ABOUT 13.00 MI (20.92 KM) WEST-NORTHWEST OF AUTAUGAVILLE AND
 CN3259'ABOUT 15.65 MI (25.19 KM) SOUTHWEST OF BILLINGSLEY.
 CN3259'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 140 (MILE
 CN3259'POST 126.10 ON ALA 14) NEAR BURNSVILLE, DRIVE EAST ON ALA 14 FOR 0.35
 CN3259'MI (0.56 KM) TO MILE POST 126.45 AND THE AUTAUGA-DALLAS COUNTY LINE,
 CN3259'CONTINUE EAST ON ALA 14 FOR 0.25 MI (0.40 KM) TO MILE POST 126.70 AND
 CN3259'THE STATION ON THE LEFT.
 CN3259'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A FOUR STRAND BARBED
 CN3259'WIRE FENCE ON OLD TREATED WOOD POSTS, 48.0 FT (14.6 M) EAST-NORTHEAST
 CN3259'OF THE EAST ONE OF TWO CONNECTED POSTS IN THE FENCE LINE, 58.7 FT
 CN3259'(17.9 M) NORTH-NORTHWEST OF THE CENTERLINE OF ALA 14, 88.1 FT
 CN3259'(26.9 M) EAST-NORTHEAST OF A JUNCTION POWER POLE, 156.5 FT (47.7 M)
 CN3259'WEST-SOUTHWEST OF A POWER POLE, 159.0 FT (48.5 M) WEST-SOUTHWEST OF
 CN3259'THE SOUTHEAST CORNER OF A PASTURE FENCE, 159.0 FT (48.5 M)
 CN3259'WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 252 N 2, 173.0 FT
 CN3259'(52.7 M) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY TO
 CN3259'MCLENDON SCRAP METAL YARD, 2.8 FT (0.9 M) SOUTH OF A CARSONITE
 CN3259'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3259'STATION 1-30 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3151 ***********************************************************************
 CN3151  DESIGNATION -  1 3
 CN3151  PID         -  CN3151
 CN3151  STATE/COUNTY-  AL/AUTAUGA
 CN3151  USGS QUAD   -  BENTON (1982)
 CN3151
 CN3151                         *CURRENT SURVEY CONTROL
 CN3151  ___________________________________________________________________
 CN3151* NAD 83(1992)-  32 20 03.74929(N)    086 47 45.52010(W)     ADJUSTED  
 CN3151* NAVD 88     -        46.8    (meters)     154.     (feet)  VERTCON   
 CN3151  ___________________________________________________________________
 CN3151  X           -     301,497.921 (meters)                     COMP
 CN3151  Y           -  -5,385,901.543 (meters)                     COMP
 CN3151  Z           -   3,391,828.532 (meters)                     COMP
 CN3151  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 CN3151  ELLIP HEIGHT-          18.81  (meters)          (07/29/02) GPS OBS
 CN3151  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CN3151
 CN3151  HORZ ORDER  -  FIRST
 CN3151  ELLP ORDER  -  FOURTH    CLASS I
 CN3151
 CN3151.The horizontal coordinates were established by GPS observations
 CN3151.and adjusted by the National Geodetic Survey in December 1992..
 CN3151
 CN3151.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3151
 CN3151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3151
 CN3151.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3151
 CN3151.The ellipsoidal height was determined by GPS observations
 CN3151.and is referenced to NAD 83.
 CN3151
 CN3151.The geoid height was determined by GEOID03.
 CN3151
 CN3151;                    North         East     Units Scale Factor Converg.
 CN3151;SPC AL W     -   259,018.319   666,279.009   MT  0.99998749   +0 22 35.6
 CN3151;UTM  16      - 3,577,517.881   519,200.740   MT  0.99960455   +0 06 32.8
 CN3151
 CN3151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3151!SPC AL W     -   0.99999705  x   0.99998749  =   0.99998454
 CN3151!UTM  16      -   0.99999705  x   0.99960455  =   0.99960160
 CN3151
 CN3151                          SUPERSEDED SURVEY CONTROL
 CN3151
 CN3151  ELLIP H (12/04/92)   18.87   (m)                       GP(       ) 4 1
 CN3151  NAD 83(1986)-  32 20 03.76076(N)    086 47 45.52592(W) AD(       ) 1
 CN3151  NGVD 29 (12/04/92)   46.7    (m)          153.     (f) GPS OBS        
 CN3151
 CN3151.Superseded values are not recommended for survey control.
 CN3151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3151.See file dsdata.txt to determine how the superseded data were derived.
 CN3151
 CN3151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1920177518(NAD 83)
 CN3151_MARKER: DD = SURVEY DISK
 CN3151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3151_SP_SET: CONCRETE POST
 CN3151_STAMPING: 1-3 1991
 CN3151_MARK LOGO: ALHD  
 CN3151_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3151+STABILITY: SURFACE MOTION
 CN3151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3151+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3151
 CN3151  HISTORY     - Date     Condition        Report By
 CN3151  HISTORY     - 1991     MONUMENTED       ALHD
 CN3151
 CN3151                          STATION DESCRIPTION
 CN3151
 CN3151'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3151'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE EAST RIGHT OF WAY OF
 CN3151'AUTAUGA COUNTY ROAD NO. 15, ABOUT 17.30 KM (10.75 MI) SOUTHWEST OF
 CN3151'AUTAUGAVILLE AND ABOUT 36.61 KM (22.75 MI) SOUTH-SOUTHWEST OF
 CN3151'BILLINGSLEY.
 CN3151'TO REACH THE STATION FROM THE DALLAS-AUTAUGA COUNTY LINE ON ALA 14
 CN3151'(MILE POST 126.50 ON ALA 14), DRIVE EAST ON ALA 14 FOR 7.24 KM
 CN3151'(4.50 MI) TO MILE POST 131.00 AND AUTAUGA COUNTY ROAD NO. 15 LEFT AND
 CN3151'RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 15 AND DRIVE SOUTH 6.28
 CN3151'KM (3.90 MI) TO AUTAUGA COUNTY ROAD NO. 9 ON THE LEFT, CONTINUE SOUTH
 CN3151'ON AUTAUGA COUNTY ROAD NO. 15 3.06 KM (1.90 MI) TO AUTAUGA COUNTY
 CN3151'ROAD NO. 1 ON THE RIGHT, CONTINUE SOUTH ON AUTAUGA COUNTY ROAD NO. 15
 CN3151'5.63 KM (3.50 MI) TO THE STATION ON THE LEFT.
 CN3151'THE STATION IS 0.88 M (2.89 FT) WEST OF A FOUR STRAND BARBED WIRE
 CN3151'FENCE ON TREATED WOOD POSTS, 11.58 M (37.99 FT) EAST OF THE CENTER OF
 CN3151'AUTAUGA COUNTY ROAD NO. 15, 15.88 M (52.10 FT) SOUTH OF THE SOUTH ONE
 CN3151'OF TWO CONNECTED BRACE POSTS IN THE FENCE LINE, 29.87 M (98.00 FT)
 CN3151'NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 38 1/2 ACROSS AUTAUGA COUNTY
 CN3151'ROAD NO. 15, AND 30.39 M (99.70 FT) NORTH-NORTHWEST OF TWIN SIX-INCH
 CN3151'HACKBERRY TREES.
 CN3151'STATION 1-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3260 ***********************************************************************
 CN3260  DESIGNATION -  1 30
 CN3260  PID         -  CN3260
 CN3260  STATE/COUNTY-  AL/AUTAUGA
 CN3260  USGS QUAD   -  DURANT BEND (1982)
 CN3260
 CN3260                         *CURRENT SURVEY CONTROL
 CN3260  ___________________________________________________________________
 CN3260* NAD 83(1992)-  32 28 23.58415(N)    086 51 58.29710(W)     ADJUSTED  
 CN3260* NAVD 88     -        43.0    (meters)     141.     (feet)  GPS OBS   
 CN3260  ___________________________________________________________________
 CN3260  X           -     294,446.040 (meters)                     COMP
 CN3260  Y           -  -5,378,024.994 (meters)                     COMP
 CN3260  Z           -   3,404,825.837 (meters)                     COMP
 CN3260  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 CN3260  ELLIP HEIGHT-          14.77  (meters)          (07/29/02) GPS OBS
 CN3260  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CN3260
 CN3260  HORZ ORDER  -  FIRST
 CN3260  ELLP ORDER  -  FOURTH    CLASS I
 CN3260
 CN3260.The horizontal coordinates were established by GPS observations
 CN3260.and adjusted by the National Geodetic Survey in September 1993..
 CN3260
 CN3260.The orthometric height was determined by GPS observations and a
 CN3260.high-resolution geoid model.
 CN3260
 CN3260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3260
 CN3260.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3260
 CN3260.The ellipsoidal height was determined by GPS observations
 CN3260.and is referenced to NAD 83.
 CN3260
 CN3260.The geoid height was determined by GEOID03.
 CN3260
 CN3260;                    North         East     Units Scale Factor Converg.
 CN3260;SPC AL W     -   274,373.261   659,577.261   MT  0.99997709   +0 20 25.1
 CN3260;UTM  16      - 3,592,898.165   512,573.387   MT  0.99960195   +0 04 18.6
 CN3260
 CN3260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3260!SPC AL W     -   0.99999768  x   0.99997709  =   0.99997477
 CN3260!UTM  16      -   0.99999768  x   0.99960195  =   0.99959963
 CN3260
 CN3260:                Primary Azimuth Mark                     Grid Az
 CN3260:SPC AL W     -  1 29                                     249 40 28.3
 CN3260:UTM  16      -  1 29                                     249 56 34.8
 CN3260
 CN3260|---------------------------------------------------------------------|
 CN3260| PID    Reference Object                     Distance      Geod. Az  |
 CN3260|                                                           dddmmss.s |
 CN3260| CN3259 1 29                                444.415 METERS 2500053.4 |
 CN3260|---------------------------------------------------------------------|
 CN3260
 CN3260                          SUPERSEDED SURVEY CONTROL
 CN3260
 CN3260  ELLIP H (09/27/93)   14.79   (m)                       GP(       ) 4 1
 CN3260
 CN3260.Superseded values are not recommended for survey control.
 CN3260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3260.See file dsdata.txt to determine how the superseded data were derived.
 CN3260
 CN3260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1257392898(NAD 83)
 CN3260_MARKER: DD = SURVEY DISK
 CN3260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3260_SP_SET: CONCRETE POST
 CN3260_STAMPING: 1-30 1992
 CN3260_MARK LOGO: ALHD  
 CN3260_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3260+STABILITY: SURFACE MOTION
 CN3260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3260+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3260
 CN3260  HISTORY     - Date     Condition        Report By
 CN3260  HISTORY     - 1992     MONUMENTED       ALHD
 CN3260
 CN3260                          STATION DESCRIPTION
 CN3260
 CN3260'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3260'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3260'ALA 14, ABOUT 12.70 MI (20.44 KM) WEST-NORTHWEST OF AUTAUGAVILLE AND
 CN3260'ABOUT 15.40 MI (24.78 KM) SOUTHWEST OF BILLINGSLEY.
 CN3260'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 140 (MILE
 CN3260'POST 126.10 ON ALA 14) NEAR BURNSVILLE, DRIVE EAST ON ALA 14 FOR 0.35
 CN3260'MI (0.56 KM) TO MILE POST 126.45 AND THE AUTAUGA-DALLAS COUNTY LINE,
 CN3260'CONTINUE EAST ON ALA 14 FOR 0.30 MI (0.48 KM) TO MILE POST 127.00 AND
 CN3260'THE STATION ON THE RIGHT.
 CN3260'THE STATION IS 32.4 FT (9.9 M) SOUTH OF MILE POST 127, 53.3 FT
 CN3260'(16.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ALA 14, 59.0 FT
 CN3260'(18.0 M) WEST-SOUTHWEST OF THE CENTER OF A CONCRETE DRIVEWAY, 82.3 FT
 CN3260'(25.1 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BEIGE CONCRETE
 CN3260'BLOCK TELEPHONE BUILDING, 93.5 FT (28.5 M) WEST OF THE NORTHEAST
 CN3260'CORNER OF A BEIGE CONCRETE BLOCK TELEPHONE BUILDING, 95.6 FT
 CN3260'(29.1 M) WEST OF TELEPHONE CABLE POLE NO. 254, 1.7 FT (0.5 M) NORTH
 CN3260'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3260'STATION 1-29 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3261 ***********************************************************************
 CN3261  DESIGNATION -  1 31
 CN3261  PID         -  CN3261
 CN3261  STATE/COUNTY-  AL/AUTAUGA
 CN3261  USGS QUAD   -  WHITE CITY (1987)
 CN3261
 CN3261                         *CURRENT SURVEY CONTROL
 CN3261  ___________________________________________________________________
 CN3261* NAD 83(1992)-  32 39 32.17482(N)    086 33 33.17974(W)     ADJUSTED  
 CN3261* NAVD 88     -       185.1    (meters)     607.     (feet)  GPS OBS   
 CN3261  ___________________________________________________________________
 CN3261  X           -     322,597.664 (meters)                     COMP
 CN3261  Y           -  -5,365,423.431 (meters)                     COMP
 CN3261  Z           -   3,422,259.956 (meters)                     COMP
 CN3261  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CN3261  ELLIP HEIGHT-         156.75  (meters)          (07/29/02) GPS OBS
 CN3261  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CN3261
 CN3261  HORZ ORDER  -  FIRST
 CN3261  ELLP ORDER  -  FOURTH    CLASS I
 CN3261
 CN3261.The horizontal coordinates were established by GPS observations
 CN3261.and adjusted by the National Geodetic Survey in September 1993..
 CN3261
 CN3261.The orthometric height was determined by GPS observations and a
 CN3261.high-resolution geoid model.
 CN3261
 CN3261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3261
 CN3261.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3261
 CN3261.The ellipsoidal height was determined by GPS observations
 CN3261.and is referenced to NAD 83.
 CN3261
 CN3261.The geoid height was determined by GEOID03.
 CN3261
 CN3261;                    North         East     Units Scale Factor Converg.
 CN3261;SPC AL W     -   295,181.675   688,251.724   MT  1.00002934   +0 30 27.8
 CN3261;UTM  16      - 3,613,563.550   541,334.013   MT  0.99962107   +0 14 16.3
 CN3261
 CN3261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3261!SPC AL W     -   0.99997539  x   1.00002934  =   1.00000473
 CN3261!UTM  16      -   0.99997539  x   0.99962107  =   0.99959647
 CN3261
 CN3261                          SUPERSEDED SURVEY CONTROL
 CN3261
 CN3261  ELLIP H (09/27/93)  156.80   (m)                       GP(       ) 4 1
 CN3261
 CN3261.Superseded values are not recommended for survey control.
 CN3261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3261.See file dsdata.txt to determine how the superseded data were derived.
 CN3261
 CN3261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4133413564(NAD 83)
 CN3261_MARKER: DD = SURVEY DISK
 CN3261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3261_SP_SET: CONCRETE POST
 CN3261_STAMPING: 1-31 1992
 CN3261_MARK LOGO: ALHD  
 CN3261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3261+STABILITY: SURFACE MOTION
 CN3261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3261+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3261
 CN3261  HISTORY     - Date     Condition        Report By
 CN3261  HISTORY     - 1992     MONUMENTED       ALHD
 CN3261
 CN3261                          STATION DESCRIPTION
 CN3261
 CN3261'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3261'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3261'AUTAUGA COUNTY ROAD NO. 20, ABOUT 9.10 MI (14.64 KM) EAST OF
 CN3261'BILLINGSLEY AND ABOUT 14.75 MI (23.74 KM) NORTH-NORTHWEST OF
 CN3261'PRATTVILLE.
 CN3261'TO REACH THE STATION FROM I-65 EXIT 186 (MILE POST 197.20 ON U.S. 31)
 CN3261'DRIVE NORTH ON U.S. 31 FOR 2.30 MI (3.70 KM) TO MILE POST 199.50 AND
 CN3261'AUTAUGA COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN LEFT ON AUTAUGA
 CN3261'COUNTY ROAD NO. 40 AND DRIVE SOUTHWEST AND WEST FOR 5.60 MI
 CN3261'(9.01 KM) TO A CROSS ROAD WITH AUTAUGA COUNTY ROAD NO. 57 LEFT AND
 CN3261'RIGHT, CONTINUE WEST ON AUTAUGA COUNTY ROAD NO. 40 FOR 2.90 MI
 CN3261'(4.67 KM) TO AUTAUGA COUNTY ROAD NO. 21 ON THE RIGHT AT OLD KINGSTON,
 CN3261'TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 21 AND DRIVE NORTH FOR 5.35 MI
 CN3261'(8.61 KM) TO AUTAUGA COUNTY ROAD NO. 49 ON THE RIGHT AT WHITE CITY,
 CN3261'TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 49 AND DRIVE EAST FOR 0.25 MI
 CN3261'(0.40 KM) TO AUTAUGA COUNTY ROAD NO. 20 ON THE LEFT AND AUTAUGA
 CN3261'COUNTY ROAD NO. 49 ON THE RIGHT AT THE END OF PAVEMENT, TURN LEFT ON
 CN3261'AUTAUGA COUNTY ROAD NO. 20 AND DRIVE NORTHEAST FOR 2.45 MI (3.94 KM)
 CN3261'TO THE STATION ON THE LEFT.
 CN3261'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A HOG WIRE FENCE WITH
 CN3261'TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 39.0 FT (11.9 M)
 CN3261'NORTH-NORTHWEST OF THE CENTERLINE OF AUTAUGA COUNTY ROAD NO. 20, AND
 CN3261'124.2 FT (37.9 M) NORTHEAST OF A JUNCTION AUTAUGA COUNTY 65 SIGN
 CN3261'ACROSS THE ROAD, 2.7 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST,
 CN3261'AND SET FLUSH WITH THE GROUND.
 CN3261'STATION 1-32 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3262 ***********************************************************************
 CN3262  DESIGNATION -  1 32
 CN3262  PID         -  CN3262
 CN3262  STATE/COUNTY-  AL/AUTAUGA
 CN3262  USGS QUAD   -  WHITE CITY (1987)
 CN3262
 CN3262                         *CURRENT SURVEY CONTROL
 CN3262  ___________________________________________________________________
 CN3262* NAD 83(1992)-  32 39 34.53055(N)    086 33 09.50243(W)     ADJUSTED  
 CN3262* NAVD 88     -       191.2    (meters)     627.     (feet)  GPS OBS   
 CN3262  ___________________________________________________________________
 CN3262  X           -     323,211.515 (meters)                     COMP
 CN3262  Y           -  -5,365,352.366 (meters)                     COMP
 CN3262  Z           -   3,422,324.323 (meters)                     COMP
 CN3262  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CN3262  ELLIP HEIGHT-         162.81  (meters)          (07/29/02) GPS OBS
 CN3262  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CN3262
 CN3262  HORZ ORDER  -  FIRST
 CN3262  ELLP ORDER  -  FOURTH    CLASS I
 CN3262
 CN3262.The horizontal coordinates were established by GPS observations
 CN3262.and adjusted by the National Geodetic Survey in September 1993..
 CN3262
 CN3262.The orthometric height was determined by GPS observations and a
 CN3262.high-resolution geoid model.
 CN3262
 CN3262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3262
 CN3262.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3262
 CN3262.The ellipsoidal height was determined by GPS observations
 CN3262.and is referenced to NAD 83.
 CN3262
 CN3262.The geoid height was determined by GEOID03.
 CN3262
 CN3262;                    North         East     Units Scale Factor Converg.
 CN3262;SPC AL W     -   295,259.730   688,868.069   MT  1.00003068   +0 30 40.6
 CN3262;UTM  16      - 3,613,638.670   541,950.467   MT  0.99962170   +0 14 29.1
 CN3262
 CN3262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3262!SPC AL W     -   0.99997444  x   1.00003068  =   1.00000512
 CN3262!UTM  16      -   0.99997444  x   0.99962170  =   0.99959615
 CN3262
 CN3262                          SUPERSEDED SURVEY CONTROL
 CN3262
 CN3262  ELLIP H (09/27/93)  162.86   (m)                       GP(       ) 4 1
 CN3262
 CN3262.Superseded values are not recommended for survey control.
 CN3262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3262.See file dsdata.txt to determine how the superseded data were derived.
 CN3262
 CN3262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4195013639(NAD 83)
 CN3262_MARKER: DD = SURVEY DISK
 CN3262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3262_SP_SET: CONCRETE POST
 CN3262_STAMPING: 1-32 1992
 CN3262_MARK LOGO: ALHD  
 CN3262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3262+STABILITY: SURFACE MOTION
 CN3262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3262+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3262
 CN3262  HISTORY     - Date     Condition        Report By
 CN3262  HISTORY     - 1992     MONUMENTED       ALHD
 CN3262
 CN3262                          STATION DESCRIPTION
 CN3262
 CN3262'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3262'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3262'AUTAUGA COUNTY ROAD NO. 20, ABOUT 9.50 MI (15.29 KM) EAST OF
 CN3262'BILLINGSLEY AND ABOUT 14.55 MI (23.42 KM) NORTH-NORTHWEST OF
 CN3262'PRATTVILLE.
 CN3262'TO REACH THE STATION FROM I-65 EXIT 186 (MILE POST 197.20 ON U.S. 31)
 CN3262'DRIVE NORTH ON U.S. 31 FOR 2.30 MI (3.70 KM) TO MILE POST 199.50 AND
 CN3262'AUTAUGA COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN LEFT ON AUTAUGA
 CN3262'COUNTY ROAD NO. 40 AND DRIVE SOUTHWEST AND WEST FOR 5.60 MI
 CN3262'(9.01 KM) TO A CROSS ROAD WITH AUTAUGA COUNTY ROAD NO. 57 LEFT AND
 CN3262'RIGHT, CONTINUE WEST ON AUTAUGA COUNTY ROAD NO. 40 FOR 2.90 MI
 CN3262'(4.67 KM) TO AUTAUGA COUNTY ROAD NO. 21 ON THE RIGHT AT OLD KINGSTON,
 CN3262'TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 21 AND DRIVE NORTH FOR 5.35 MI
 CN3262'(8.61 KM) TO AUTAUGA COUNTY ROAD NO. 49 ON THE RIGHT AT WHITE CITY,
 CN3262'TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 49 AND DRIVE EAST FOR 0.25 MI
 CN3262'(0.40 KM) TO AUTAUGA COUNTY ROAD NO. 20 ON THE LEFT AND AUTAUGA
 CN3262'COUNTY ROAD NO. 49 ON THE RIGHT AT THE END OF PAVEMENT, TURN LEFT ON
 CN3262'AUTAUGA COUNTY ROAD NO. 20 AND DRIVE NORTHEAST FOR 2.55 MI (4.10 KM)
 CN3262'TO AUTAUGA COUNTY ROAD NO. 65 LEFT AND RIGHT, CONTINUE EAST ON AUTAUGA
 CN3262'COUNTY ROAD NO. 20 FOR 0.30 MI (0.48 KM) TO THE STATION ON THE RIGHT.
 CN3262'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FOUR STRAND BARBED
 CN3262'WIRE FENCE ON TREATED WOOD POSTS, 38.1 FT (11.6 M) SOUTH-SOUTHEAST OF
 CN3262'THE CENTERLINE OF AUTAUGA COUNTY ROAD NO. 20, 98.8 FT (30.1 M)
 CN3262'EAST-NORTHEAST OF THE NORTH POST OF A DOUBLE STEEL GATE, 105.5 FT
 CN3262'(32.2 M) WEST-SOUTHWEST OF A LEFT CURVE GRAPHIC SIGN, AND 115.5 FT
 CN3262'(35.2 M) EAST-NORTHEAST OF THE CENTER OF A GRAVEL FIELD ROAD, 3.1 FT
 CN3262'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3262'GROUND.
 CN3262'STATION 1-31 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3263 ***********************************************************************
 CN3263  DESIGNATION -  1 33
 CN3263  PID         -  CN3263
 CN3263  STATE/COUNTY-  AL/AUTAUGA
 CN3263  USGS QUAD   -  OLD KINGSTON (1987)
 CN3263
 CN3263                         *CURRENT SURVEY CONTROL
 CN3263  ___________________________________________________________________
 CN3263* NAD 83(1992)-  32 34 24.19465(N)    086 32 55.39467(W)     ADJUSTED  
 CN3263* NAVD 88     -       156.3    (meters)     513.     (feet)  GPS OBS   
 CN3263  ___________________________________________________________________
 CN3263  X           -     323,886.933 (meters)                     COMP
 CN3263  Y           -  -5,370,444.697 (meters)                     COMP
 CN3263  Z           -   3,414,253.158 (meters)                     COMP
 CN3263  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 CN3263  ELLIP HEIGHT-         128.06  (meters)          (07/29/02) GPS OBS
 CN3263  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CN3263
 CN3263  HORZ ORDER  -  FIRST
 CN3263  ELLP ORDER  -  FOURTH    CLASS I
 CN3263
 CN3263.The horizontal coordinates were established by GPS observations
 CN3263.and adjusted by the National Geodetic Survey in September 1993..
 CN3263
 CN3263.The orthometric height was determined by GPS observations and a
 CN3263.high-resolution geoid model.
 CN3263
 CN3263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3263
 CN3263.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3263
 CN3263.The ellipsoidal height was determined by GPS observations
 CN3263.and is referenced to NAD 83.
 CN3263
 CN3263.The geoid height was determined by GEOID03.
 CN3263
 CN3263;                    North         East     Units Scale Factor Converg.
 CN3263;SPC AL W     -   285,703.230   689,321.253   MT  1.00003168   +0 30 43.9
 CN3263;UTM  16      - 3,604,084.056   542,358.522   MT  0.99962212   +0 14 34.7
 CN3263
 CN3263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3263!SPC AL W     -   0.99997989  x   1.00003168  =   1.00001157
 CN3263!UTM  16      -   0.99997989  x   0.99962212  =   0.99960202
 CN3263
 CN3263                          SUPERSEDED SURVEY CONTROL
 CN3263
 CN3263  ELLIP H (09/27/93)  128.09   (m)                       GP(       ) 4 1
 CN3263
 CN3263.Superseded values are not recommended for survey control.
 CN3263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3263.See file dsdata.txt to determine how the superseded data were derived.
 CN3263
 CN3263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4235904084(NAD 83)
 CN3263_MARKER: DD = SURVEY DISK
 CN3263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3263_SP_SET: CONCRETE POST
 CN3263_STAMPING: 1-33 1992
 CN3263_MARK LOGO: ALHD  
 CN3263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3263+STABILITY: SURFACE MOTION
 CN3263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3263+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 CN3263
 CN3263  HISTORY     - Date     Condition        Report By
 CN3263  HISTORY     - 1992     MONUMENTED       ALHD
 CN3263  HISTORY     - 20020305 GOOD             ALHD
 CN3263
 CN3263                          STATION DESCRIPTION
 CN3263
 CN3263'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3263'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3263'AUTAUGA COUNTY ROAD NO. 40, ABOUT 9.10 MI (14.64 KM) NORTHWEST OF
 CN3263'PRATTVILLE AND ABOUT 11.20 MI (18.02 KM) SOUTHEAST OF BILLINGSLEY.
 CN3263'TO REACH THE STATION FROM EXIT 186 ON I-65 (MILE POST 197.20 ON U.S.
 CN3263'31), DRIVE NORTH ON U.S. 31 FOR 2.30 MI (3.70 KM) TO MILE POST 199.50
 CN3263'AND AUTAUGA COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN LEFT ON AUTAUGA
 CN3263'COUNTY ROAD NO. 40 AND DRIVE SOUTHWEST AND WEST FOR 5.40 MI
 CN3263'(8.69 KM) TO THE STATION ON THE RIGHT.
 CN3263'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 CN3263'ON TREATED WOOD POSTS, 38.1 FT (11.6 M) NORTH OF THE CENTERLINE OF
 CN3263'AUTAUGA COUNTY ROAD NO. 40, 80.2 FT (24.4 M) EAST OF MAIL BOX NO.
 CN3263'639, 94.9 FT (28.9 M) EAST-NORTHEAST OF THE EAST END OF AN 18-INCH
 CN3263'CORREGATED METAL PIPE UNDER A GRAVEL DRIVEWAY ACROSS THE ROAD, AND
 CN3263'100.5 FT (30.6 M) NORTH-NORTHWEST OF TRANSFORMER POWER POLE NO.
 CN3263'1521743 ACROSS THE ROAD, 2.7 FT (0.8 M) SOUTH-SOUTHWEST OF A
 CN3263'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3263'STATION 1-34 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3263
 CN3263                          STATION RECOVERY (2002)
 CN3263
 CN3263'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3264 ***********************************************************************
 CN3264  DESIGNATION -  1 34
 CN3264  PID         -  CN3264
 CN3264  STATE/COUNTY-  AL/AUTAUGA
 CN3264  USGS QUAD   -  OLD KINGSTON (1987)
 CN3264
 CN3264                         *CURRENT SURVEY CONTROL
 CN3264  ___________________________________________________________________
 CN3264* NAD 83(1992)-  32 34 14.67027(N)    086 32 19.84483(W)     ADJUSTED  
 CN3264* NAVD 88     -       138.6    (meters)     455.     (feet)  GPS OBS   
 CN3264  ___________________________________________________________________
 CN3264  X           -     324,821.160 (meters)                     COMP
 CN3264  Y           -  -5,370,531.531 (meters)                     COMP
 CN3264  Z           -   3,413,996.348 (meters)                     COMP
 CN3264  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CN3264  ELLIP HEIGHT-         110.31  (meters)          (07/29/02) GPS OBS
 CN3264  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CN3264
 CN3264  HORZ ORDER  -  FIRST
 CN3264  ELLP ORDER  -  FOURTH    CLASS I
 CN3264
 CN3264.The horizontal coordinates were established by GPS observations
 CN3264.and adjusted by the National Geodetic Survey in September 1993..
 CN3264
 CN3264.The orthometric height was determined by GPS observations and a
 CN3264.high-resolution geoid model.
 CN3264
 CN3264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3264
 CN3264.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3264
 CN3264.The ellipsoidal height was determined by GPS observations
 CN3264.and is referenced to NAD 83.
 CN3264
 CN3264.The geoid height was determined by GEOID03.
 CN3264
 CN3264;                    North         East     Units Scale Factor Converg.
 CN3264;SPC AL W     -   285,418.169   690,251.158   MT  1.00003374   +0 31 02.9
 CN3264;UTM  16      - 3,603,794.747   543,286.697   MT  0.99962310   +0 14 53.7
 CN3264
 CN3264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3264!SPC AL W     -   0.99998268  x   1.00003374  =   1.00001642
 CN3264!UTM  16      -   0.99998268  x   0.99962310  =   0.99960579
 CN3264
 CN3264                          SUPERSEDED SURVEY CONTROL
 CN3264
 CN3264  ELLIP H (09/27/93)  110.34   (m)                       GP(       ) 4 1
 CN3264
 CN3264.Superseded values are not recommended for survey control.
 CN3264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3264.See file dsdata.txt to determine how the superseded data were derived.
 CN3264
 CN3264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4328703795(NAD 83)
 CN3264_MARKER: DD = SURVEY DISK
 CN3264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3264_SP_SET: CONCRETE POST
 CN3264_STAMPING: 1-34 1992
 CN3264_MARK LOGO: ALHD  
 CN3264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3264+STABILITY: SURFACE MOTION
 CN3264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3264+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3264
 CN3264  HISTORY     - Date     Condition        Report By
 CN3264  HISTORY     - 1992     MONUMENTED       ALHD
 CN3264  HISTORY     - 20020305 MARK NOT FOUND   ALHD
 CN3264
 CN3264                          STATION DESCRIPTION
 CN3264
 CN3264'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3264'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3264'AUTAUGA COUNTY ROAD NO. 40, ABOUT 8.65 MI (13.92 KM) NORTHWEST OF
 CN3264'PRATTVILLE AND ABOUT 11.85 MI (19.07 KM) SOUTHEAST OF BILLINGSLEY.
 CN3264'TO REACH THE STATION FROM EXIT 186 ON I-65 (MILE POST 197.20 ON U.S.
 CN3264'31), DRIVE NORTH ON U.S. 31 FOR 2.30 MI (3.70 KM) TO MILE POST 199.50
 CN3264'AND AUTAUGA COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN LEFT ON AUTAUGA
 CN3264'COUNTY ROAD NO. 40 AND DRIVE SOUTHWEST AND WEST FOR 4.80 MI
 CN3264'(7.72 KM) TO THE STATION ON THE LEFT.
 CN3264'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 CN3264'ON TREATED WOOD POSTS, 36.5 FT (11.1 M) SOUTH OF THE CENTERLINE OF
 CN3264'AUTAUGA COUNTY ROAD NO. 40, 106.1 FT (32.3 M) WEST OF THE NORTHEAST
 CN3264'CORNER OF A PASTURE FENCE, 117.2 FT (35.7 M) EAST OF THE WEST END OF
 CN3264'THE FENCE AT A GRAVEL DRIVEWAY, 128.0 FT (39.0 M) EAST OF THE CENTER
 CN3264'OF A GRAVEL DRIVEWAY, 131.8 FT (40.2 M) WEST OF A POWER POLE, AND
 CN3264'148.7 FT (45.3 M) WEST OF TELEPHONE CABLE PEDESTAL NO. WC 92 E7, 3.2
 CN3264'FT (1.0 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3264'WITH THE GROUND.
 CN3264'STATION 1-33 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3264
 CN3264                          STATION RECOVERY (2002)
 CN3264
 CN3264'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3264'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3265 ***********************************************************************
 CN3265  DESIGNATION -  1 35
 CN3265  PID         -  CN3265
 CN3265  STATE/COUNTY-  AL/AUTAUGA
 CN3265  USGS QUAD   -  OLD KINGSTON (1987)
 CN3265
 CN3265                         *CURRENT SURVEY CONTROL
 CN3265  ___________________________________________________________________
 CN3265* NAD 83(1992)-  32 30 01.76111(N)    086 33 35.47171(W)     ADJUSTED  
 CN3265* NAVD 88     -        87.2    (meters)     286.     (feet)  GPS OBS   
 CN3265  ___________________________________________________________________
 CN3265  X           -     323,100.877 (meters)                     COMP
 CN3265  Y           -  -5,374,789.739 (meters)                     COMP
 CN3265  Z           -   3,407,400.688 (meters)                     COMP
 CN3265  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CN3265  ELLIP HEIGHT-          59.12  (meters)          (07/29/02) GPS OBS
 CN3265  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CN3265
 CN3265  HORZ ORDER  -  FIRST
 CN3265  ELLP ORDER  -  FOURTH    CLASS I
 CN3265
 CN3265.The horizontal coordinates were established by GPS observations
 CN3265.and adjusted by the National Geodetic Survey in September 1993..
 CN3265
 CN3265.The orthometric height was determined by GPS observations and a
 CN3265.high-resolution geoid model.
 CN3265
 CN3265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3265
 CN3265.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3265
 CN3265.The ellipsoidal height was determined by GPS observations
 CN3265.and is referenced to NAD 83.
 CN3265
 CN3265.The geoid height was determined by GEOID03.
 CN3265
 CN3265;                    North         East     Units Scale Factor Converg.
 CN3265;SPC AL W     -   277,609.879   688,347.266   MT  1.00002955   +0 30 18.6
 CN3265;UTM  16      - 3,595,998.674   541,346.969   MT  0.99962108   +0 14 11.4
 CN3265
 CN3265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3265!SPC AL W     -   0.99999072  x   1.00002955  =   1.00002027
 CN3265!UTM  16      -   0.99999072  x   0.99962108  =   0.99961180
 CN3265
 CN3265|---------------------------------------------------------------------|
 CN3265| PID    Reference Object                     Distance      Geod. Az  |
 CN3265|                                                           dddmmss.s |
 CN3265| CN3266 1 36                                391.836 METERS 08840     |
 CN3265|---------------------------------------------------------------------|
 CN3265
 CN3265                          SUPERSEDED SURVEY CONTROL
 CN3265
 CN3265  ELLIP H (09/27/93)   59.15   (m)                       GP(       ) 4 1
 CN3265
 CN3265.Superseded values are not recommended for survey control.
 CN3265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3265.See file dsdata.txt to determine how the superseded data were derived.
 CN3265
 CN3265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4134795999(NAD 83)
 CN3265_MARKER: DD = SURVEY DISK
 CN3265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3265_SP_SET: CONCRETE POST
 CN3265_STAMPING: 1-35 1992
 CN3265_MARK LOGO: ALHD  
 CN3265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3265+STABILITY: SURFACE MOTION
 CN3265_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN3265+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 CN3265
 CN3265  HISTORY     - Date     Condition        Report By
 CN3265  HISTORY     - 1992     MONUMENTED       ALHD
 CN3265  HISTORY     - 20020305 GOOD             ALHD
 CN3265
 CN3265                          STATION DESCRIPTION
 CN3265
 CN3265'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3265'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3265'AUTAUGA COUNTY ROAD NO. 10, ABOUT 5.90 MI (9.49 KM) NORTHWEST OF
 CN3265'PRATTVILE AND ABOUT 7.20 MI (11.59 KM) NORTHEAST OF AUTAUGAVILLE.
 CN3265'TO REACH THE STATION FROM EXIT 186 ON I-65 (MILE POST 197.20 ON U.S.
 CN3265'31), DRIVE NORTH ON U.S. 31 FOR 2.30 MI (3.70 KM) TO MILE POST 199.50
 CN3265'AND AUTAUGA COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN LEFT ON AUTAUGA
 CN3265'COUNTY ROAD NO. 40 AND DRIVE SOUTHWEST AND WEST FOR 5.60 MI
 CN3265'(9.01 KM) TO AUTAUGA COUNTY ROAD NO. 57 LEFT AND RIGHT AT POSEYS
 CN3265'CROSSROAD, TURN LEFT ON AUTAUGA COUNTY ROAD NO. 57 AND DRIVE
 CN3265'SOUTH-SOUTHEAST FOR 6.75 MI (10.86 KM) TO AUTAUGA COUNTY ROAD NO. 10
 CN3265'ON THE RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 10 AND DRIVE
 CN3265'NORTHWEST AND WEST FOR 3.15 MI (5.07 KM) TO THE STATION ON THE RIGHT.
 CN3265'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A CROSS TIE POST IN A THREE
 CN3265'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 38.0 FT (11.6 M)
 CN3265'NORTH OF THE CENTERLINE OF AUTAUGA COUNTY ROAD NO. 10, 149.6 FT
 CN3265'(45.6 M) EAST OF THE EAST POST OF A STEEL GATE, 173.8 FT (53.0 M)
 CN3265'EAST OF TELEPHONE CABLE PEDESTAL NO. 50, 2.7 FT (0.8 M) SOUTH OF A
 CN3265'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3265'STATION 1-36 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3265
 CN3265                          STATION RECOVERY (2002)
 CN3265
 CN3265'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3265'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3266 ***********************************************************************
 CN3266  DESIGNATION -  1 36
 CN3266  PID         -  CN3266
 CN3266  STATE/COUNTY-  AL/AUTAUGA
 CN3266  USGS QUAD   -  OLD KINGSTON (1987)
 CN3266
 CN3266                         *CURRENT SURVEY CONTROL
 CN3266  ___________________________________________________________________
 CN3266* NAD 83(1992)-  32 30 02.05657(N)    086 33 20.46548(W)     ADJUSTED  
 CN3266* NAVD 88     -        83.8    (meters)     275.     (feet)  GPS OBS   
 CN3266  ___________________________________________________________________
 CN3266  X           -     323,491.435 (meters)                     COMP
 CN3266  Y           -  -5,374,758.424 (meters)                     COMP
 CN3266  Z           -   3,407,406.505 (meters)                     COMP
 CN3266  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CN3266  ELLIP HEIGHT-          55.66  (meters)          (07/29/02) GPS OBS
 CN3266  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CN3266
 CN3266  HORZ ORDER  -  FIRST
 CN3266  ELLP ORDER  -  FOURTH    CLASS I
 CN3266
 CN3266.The horizontal coordinates were established by GPS observations
 CN3266.and adjusted by the National Geodetic Survey in September 1993..
 CN3266
 CN3266.The orthometric height was determined by GPS observations and a
 CN3266.high-resolution geoid model.
 CN3266
 CN3266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3266
 CN3266.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3266
 CN3266.The ellipsoidal height was determined by GPS observations
 CN3266.and is referenced to NAD 83.
 CN3266
 CN3266.The geoid height was determined by GEOID03.
 CN3266
 CN3266;                    North         East     Units Scale Factor Converg.
 CN3266;SPC AL W     -   277,622.442   688,738.912   MT  1.00003040   +0 30 26.7
 CN3266;UTM  16      - 3,596,009.396   541,738.510   MT  0.99962148   +0 14 19.5
 CN3266
 CN3266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3266!SPC AL W     -   0.99999126  x   1.00003040  =   1.00002166
 CN3266!UTM  16      -   0.99999126  x   0.99962148  =   0.99961274
 CN3266
 CN3266|---------------------------------------------------------------------|
 CN3266| PID    Reference Object                     Distance      Geod. Az  |
 CN3266|                                                           dddmmss.s |
 CN3266| CN3265 1 35                                391.836 METERS 26840     |
 CN3266|---------------------------------------------------------------------|
 CN3266
 CN3266                          SUPERSEDED SURVEY CONTROL
 CN3266
 CN3266  ELLIP H (09/27/93)   55.69   (m)                       GP(       ) 4 1
 CN3266
 CN3266.Superseded values are not recommended for survey control.
 CN3266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3266.See file dsdata.txt to determine how the superseded data were derived.
 CN3266
 CN3266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4173996009(NAD 83)
 CN3266_MARKER: DD = SURVEY DISK
 CN3266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3266_SP_SET: CONCRETE POST
 CN3266_STAMPING: 1-36 1992
 CN3266_MARK LOGO: ALHD  
 CN3266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3266+STABILITY: SURFACE MOTION
 CN3266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3266+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 CN3266
 CN3266  HISTORY     - Date     Condition        Report By
 CN3266  HISTORY     - 1992     MONUMENTED       ALHD
 CN3266  HISTORY     - 20020305 GOOD             ALHD
 CN3266
 CN3266                          STATION DESCRIPTION
 CN3266
 CN3266'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3266'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3266'AUTAUGA COUNTY ROAD NO. 10, ABOUT 5.70 MI (9.17 KM) NORTHWEST OF
 CN3266'PRATTVILE AND ABOUT 7.35 MI (11.83 KM) NORTHEAST OF AUTAUGAVILLE.
 CN3266'TO REACH THE STATION FROM EXIT 186 ON I-65 (MILE POST 197.20 ON U.S.
 CN3266'31), DRIVE NORTH ON U.S. 31 FOR 2.30 MI (3.70 KM) TO MILE POST 199.50
 CN3266'AND AUTAUGA COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN LEFT ON AUTAUGA
 CN3266'COUNTY ROAD NO. 40 AND DRIVE SOUTHWEST AND WEST FOR 5.60 MI
 CN3266'(9.01 KM) TO AUTAUGA COUNTY ROAD NO. 57 LEFT AND RIGHT AT POSEYS
 CN3266'CROSSROAD, TURN LEFT ON AUTAUGA COUNTY ROAD NO. 57 AND DRIVE
 CN3266'SOUTH-SOUTHEAST FOR 6.75 MI (10.86 KM) TO AUTAUGA COUNTY ROAD NO. 10
 CN3266'ON THE RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 10 AND DRIVE
 CN3266'NORTHWEST AND WEST FOR 2.90 MI (4.67 KM) TO THE STATION ON THE LEFT.
 CN3266'THE STATION IS 3.0 FT (0.9 M) NORTH OF A HOGWIRE FENCE WITH TWO
 CN3266'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 37.8 FT (11.5 M) SOUTH
 CN3266'OF THE CENTERLINE OF AUTAUGA COUNTY ROAD NO. 10, 39.7 FT (12.1 M)
 CN3266'EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE HOG WIRE FENCE AND THE
 CN3266'BEGINING OF A FOUR FOOT CHAIN LINK FENCE AROUND A LAWN, 59.7 FT
 CN3266'(18.2 M) WEST-SOUTHWEST OF A JUNCTION POWER POLE, 128.6 FT (39.2 M)
 CN3266'SOUTHWEST OF A TELEPHONE SERVICE POLE AND SMALL PEDESTAL NO. 48 AT A
 CN3266'BRICK COLUMN, 2.5 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST, AND
 CN3266'SET FLUSH WITH THE GROUND.
 CN3266'STATION 1-35 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3266
 CN3266                          STATION RECOVERY (2002)
 CN3266
 CN3266'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3266'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3267 ***********************************************************************
 CN3267  DESIGNATION -  1 37
 CN3267  PID         -  CN3267
 CN3267  STATE/COUNTY-  AL/AUTAUGA
 CN3267  USGS QUAD   -  DEATSVILLE (1984)
 CN3267
 CN3267                         *CURRENT SURVEY CONTROL
 CN3267  ___________________________________________________________________
 CN3267* NAD 83(1992)-  32 36 16.00800(N)    086 27 51.80501(W)     ADJUSTED  
 CN3267* NAVD 88     -       186.6    (meters)     612.     (feet)  GPS OBS   
 CN3267  ___________________________________________________________________
 CN3267  X           -     331,678.198 (meters)                     COMP
 CN3267  Y           -  -5,368,135.882 (meters)                     COMP
 CN3267  Z           -   3,417,171.578 (meters)                     COMP
 CN3267  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CN3267  ELLIP HEIGHT-         158.26  (meters)          (07/29/02) GPS OBS
 CN3267  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CN3267
 CN3267  HORZ ORDER  -  FIRST
 CN3267  ELLP ORDER  -  FOURTH    CLASS I
 CN3267
 CN3267.The horizontal coordinates were established by GPS observations
 CN3267.and adjusted by the National Geodetic Survey in September 1993..
 CN3267
 CN3267.The orthometric height was determined by GPS observations and a
 CN3267.high-resolution geoid model.
 CN3267
 CN3267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3267
 CN3267.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3267
 CN3267.The ellipsoidal height was determined by GPS observations
 CN3267.and is referenced to NAD 83.
 CN3267
 CN3267.The geoid height was determined by GEOID03.
 CN3267
 CN3267;                    North         East     Units Scale Factor Converg.
 CN3267;SPC AL W     -   289,221.550   697,206.355   MT  1.00004981   +0 33 29.0
 CN3267;UTM  16      - 3,607,563.829   550,256.804   MT  0.99963114   +0 17 19.0
 CN3267
 CN3267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3267!SPC AL W     -   0.99997515  x   1.00004981  =   1.00002496
 CN3267!UTM  16      -   0.99997515  x   0.99963114  =   0.99960630
 CN3267
 CN3267                          SUPERSEDED SURVEY CONTROL
 CN3267
 CN3267  ELLIP H (09/27/93)  158.28   (m)                       GP(       ) 4 1
 CN3267
 CN3267.Superseded values are not recommended for survey control.
 CN3267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3267.See file dsdata.txt to determine how the superseded data were derived.
 CN3267
 CN3267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5025707564(NAD 83)
 CN3267_MARKER: DD = SURVEY DISK
 CN3267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3267_SP_SET: CONCRETE POST
 CN3267_STAMPING: 1-37 1992
 CN3267_MARK LOGO: ALHD  
 CN3267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3267+STABILITY: SURFACE MOTION
 CN3267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3267+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3267
 CN3267  HISTORY     - Date     Condition        Report By
 CN3267  HISTORY     - 1992     MONUMENTED       ALHD
 CN3267
 CN3267                          STATION DESCRIPTION
 CN3267
 CN3267'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3267'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE EAST RIGHT OF WAY OF
 CN3267'U.S. 31, ABOUT 10.00 MI (16.09 KM) NORTH OF PRATTVILLE AND ABOUT
 CN3267'15.00 MI (24.14 KM) EAST-SOUTHEAST OF BILLINGSLEY.
 CN3267'TO REACH THE STATION FROM EXIT 186 ON I-65 (MILE POST 197.20 ON U.S.
 CN3267'31), DRIVE NORTH ON U.S. 31 FOR 3.85 MI (6.20 KM) TO MILE POST 201.05
 CN3267'AND THE STATION ON THE RIGHT.
 CN3267'THE STATION IS 5.7 FT (1.7 M) SOUTHEAST OF A TELEPHONE CABLE PEDESTAL,
 CN3267'5.8 FT (1.8 M) SOUTHEAST OF A BURIED CABLE WARNING SIGN, 42.7 FT
 CN3267'(13.0 M) SOUTHEAST OF A TELEPHONE MANHOLE, 62.3 FT (19.0 M)
 CN3267'EAST-NORTHEAST OF THE CENTERLINE OF U.S. 31, 69.8 FT (21.3 M)
 CN3267'SOUTH-SOUTHEAST OF A TELEPHONE CABLE PEDESTAL, 69.6 FT (21.2 M)
 CN3267'SOUTH-SOUTHEAST OF A POWER POLE, 122.0 FT (37.2 M) NORTH-NORTHWEST OF
 CN3267'TRANSFORMER POWER POLE NO. 141374, 178.9 FT (54.5 M) NORTH OF MILE
 CN3267'POST 201, 1.8 FT (0.5 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST,
 CN3267'AND SET FLUSH WITH THE GROUND.
 CN3267'BENCH MARK X 296 1949 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3152 ***********************************************************************
 CN3152  DESIGNATION -  1 4
 CN3152  PID         -  CN3152
 CN3152  STATE/COUNTY-  AL/AUTAUGA
 CN3152  USGS QUAD   -  BENTON (1982)
 CN3152
 CN3152                         *CURRENT SURVEY CONTROL
 CN3152  ___________________________________________________________________
 CN3152* NAD 83(1992)-  32 20 31.20861(N)    086 47 47.22777(W)     ADJUSTED  
 CN3152* NAVD 88     -        47.9    (meters)     157.     (feet)  VERTCON   
 CN3152  ___________________________________________________________________
 CN3152  X           -     301,428.102 (meters)                     COMP
 CN3152  Y           -  -5,385,453.276 (meters)                     COMP
 CN3152  Z           -   3,392,543.819 (meters)                     COMP
 CN3152  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CN3152  ELLIP HEIGHT-          19.98  (meters)          (07/29/02) GPS OBS
 CN3152  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CN3152
 CN3152  HORZ ORDER  -  FIRST
 CN3152  ELLP ORDER  -  FOURTH    CLASS I
 CN3152
 CN3152.The horizontal coordinates were established by GPS observations
 CN3152.and adjusted by the National Geodetic Survey in December 1992..
 CN3152
 CN3152.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3152
 CN3152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3152
 CN3152.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3152
 CN3152.The ellipsoidal height was determined by GPS observations
 CN3152.and is referenced to NAD 83.
 CN3152
 CN3152.The geoid height was determined by GEOID03.
 CN3152
 CN3152;                    North         East     Units Scale Factor Converg.
 CN3152;SPC AL W     -   259,863.841   666,228.795   MT  0.99998740   +0 22 35.0
 CN3152;UTM  16      - 3,578,363.305   519,154.491   MT  0.99960452   +0 06 32.0
 CN3152
 CN3152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3152!SPC AL W     -   0.99999686  x   0.99998740  =   0.99998426
 CN3152!UTM  16      -   0.99999686  x   0.99960452  =   0.99960138
 CN3152
 CN3152                          SUPERSEDED SURVEY CONTROL
 CN3152
 CN3152  ELLIP H (12/04/92)   20.04   (m)                       GP(       ) 4 1
 CN3152  NAD 83(1986)-  32 20 31.22009(N)    086 47 47.23360(W) AD(       ) 1
 CN3152  NGVD 29 (12/04/92)   47.9    (m)          157.     (f) GPS OBS        
 CN3152
 CN3152.Superseded values are not recommended for survey control.
 CN3152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3152.See file dsdata.txt to determine how the superseded data were derived.
 CN3152
 CN3152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1915478363(NAD 83)
 CN3152_MARKER: DD = SURVEY DISK
 CN3152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3152_SP_SET: CONCRETE POST
 CN3152_STAMPING: 1-4 1991
 CN3152_MARK LOGO: ALHD  
 CN3152_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3152+STABILITY: SURFACE MOTION
 CN3152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3152+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 CN3152
 CN3152  HISTORY     - Date     Condition        Report By
 CN3152  HISTORY     - 1991     MONUMENTED       ALHD
 CN3152  HISTORY     - 19910820 GOOD             ALHD
 CN3152  HISTORY     - 19920316 GOOD
 CN3152
 CN3152                          STATION DESCRIPTION
 CN3152
 CN3152'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3152'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3152'AUTAUGA COUNTY ROAD NO. 15, ABOUT 16.90 KM (10.50 MI) SOUTHWEST OF
 CN3152'AUTAUGAVILLE AND ABOUT 35.81 KM (22.25 MI) SOUTH-SOUTHWEST OF
 CN3152'BILLINGSLEY.
 CN3152'TO REACH THE STATION FROM THE DALLAS-AUTAUGA COUNTY LINE ON ALA 14
 CN3152'(MILE POST 126.50 ON ALA 14), DRIVE EAST ON ALA 14 FOR 7.24 KM
 CN3152'(4.50 MI) TO MILE POST 131.00 AND AUTAUGA COUNTY ROAD NO. 15 LEFT AND
 CN3152'RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 15 AND DRIVE SOUTH 6.28
 CN3152'KM (3.90 MI) TO AUTAUGA COUNTY ROAD NO. 9 ON THE LEFT, CONTINUE SOUTH
 CN3152'ON AUTAUGA COUNTY ROAD NO. 15 3.06 KM (1.90 MI) TO AUTAUGA COUNTY
 CN3152'ROAD NO. 1 ON THE RIGHT, CONTINUE SOUTH ON AUTAUGA COUNTY ROAD NO. 15
 CN3152'FOR 4.83 KM (3.00 MI) TO THE STATION ON THE RIGHT.
 CN3152'THE STATION IS 0.91 M (2.99 FT) EAST OF A SIX-INCH ANGLE POST IN A
 CN3152'FIVE STRAND BARBED WIRE FENCE ON STEEL POSTS, AND 11.28 M (37.01 FT)
 CN3152'WEST OF THE CENTER OF AUTAUGA COUNTY ROAD NO. 15, AND 3.25 FT
 CN3152'(0.99 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 CN3152'STATION 1-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3152
 CN3152                          STATION RECOVERY (1991)
 CN3152
 CN3152'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3152'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3152'AUTAUGA COUNTY ROAD NO. 15, ABOUT 16.90 KM (10.50 MI) SOUTHWEST OF
 CN3152'AUTAUGAVILLE AND ABOUT 35.81 KM (22.25 MI) SOUTH-SOUTHWEST OF
 CN3152'BILLINGSLEY.
 CN3152'TO REACH THE STATION FROM THE DALLAS-AUTAUGA COUNTY LINE ON ALA 14
 CN3152'(MILE POST 126.50 ON ALA 14), DRIVE EAST ON ALA 14 FOR 7.24 KM
 CN3152'(4.50 MI) TO MILE POST 131.00 AND AUTAUGA COUNTY ROAD NO. 15 LEFT AND
 CN3152'RIGHT, TURN RIGHT ON AUTAUGA COUNTY ROAD NO. 15 AND DRIVE SOUTH 6.28
 CN3152'KM (3.90 MI) TO AUTAUGA COUNTY ROAD NO. 9 ON THE LEFT, CONTINUE SOUTH
 CN3152'ON AUTAUGA COUNTY ROAD NO. 15 3.06 KM (1.90 MI) TO AUTAUGA COUNTY
 CN3152'ROAD NO. 1 ON THE RIGHT, CONTINUE SOUTH ON AUTAUGA COUNTY ROAD NO. 15
 CN3152'FOR 4.83 KM (3.00 MI) TO THE STATION ON THE RIGHT.
 CN3152'THE STATION IS 0.91 M (2.99 FT) EAST OF A SIX-INCH ANGLE POST IN A
 CN3152'FIVE STRAND BARBED WIRE FENCE ON STEEL POSTS, AND 11.28 M (37.01 FT)
 CN3152'WEST OF THE CENTER OF AUTAUGA COUNTY ROAD NO. 15, AND 3.25 FT
 CN3152'(0.99 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 CN3152'STATION 1-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3152
 CN3152                          STATION RECOVERY (1992)
 CN3152
 CN3152'RECOVERED 1992
 CN3152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3153 ***********************************************************************
 CN3153  DESIGNATION -  1 5
 CN3153  PID         -  CN3153
 CN3153  STATE/COUNTY-  AL/AUTAUGA
 CN3153  USGS QUAD   -  AUTAUGAVILLE (1982)
 CN3153
 CN3153                         *CURRENT SURVEY CONTROL
 CN3153  ___________________________________________________________________
 CN3153* NAD 83(1992)-  32 29 19.01203(N)    086 41 27.18932(W)     ADJUSTED  
 CN3153* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 CN3153  ___________________________________________________________________
 CN3153  X           -     310,847.894 (meters)                     COMP
 CN3153  Y           -  -5,376,201.826 (meters)                     COMP
 CN3153  Z           -   3,406,277.841 (meters)                     COMP
 CN3153  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CN3153  ELLIP HEIGHT-          36.51  (meters)          (07/29/02) GPS OBS
 CN3153  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CN3153
 CN3153  HORZ ORDER  -  FIRST
 CN3153  ELLP ORDER  -  FOURTH    CLASS I
 CN3153
 CN3153.The horizontal coordinates were established by GPS observations
 CN3153.and adjusted by the National Geodetic Survey in December 1992..
 CN3153
 CN3153.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3153
 CN3153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3153
 CN3153.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3153
 CN3153.The ellipsoidal height was determined by GPS observations
 CN3153.and is referenced to NAD 83.
 CN3153
 CN3153.The geoid height was determined by GEOID03.
 CN3153
 CN3153;                    North         East     Units Scale Factor Converg.
 CN3153;SPC AL W     -   276,192.049   676,043.506   MT  1.00000462   +0 26 04.6
 CN3153;UTM  16      - 3,594,639.092   529,041.638   MT  0.99961040   +0 09 57.7
 CN3153
 CN3153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3153!SPC AL W     -   0.99999427  x   1.00000462  =   0.99999889
 CN3153!UTM  16      -   0.99999427  x   0.99961040  =   0.99960467
 CN3153
 CN3153|---------------------------------------------------------------------|
 CN3153| PID    Reference Object                     Distance      Geod. Az  |
 CN3153|                                                           dddmmss.s |
 CN3153| CN3154 1 6                                 373.706 METERS 31945     |
 CN3153|---------------------------------------------------------------------|
 CN3153
 CN3153                          SUPERSEDED SURVEY CONTROL
 CN3153
 CN3153  ELLIP H (12/04/92)   36.56   (m)                       GP(       ) 4 1
 CN3153  NAD 83(1986)-  32 29 19.02214(N)    086 41 27.19458(W) AD(       ) 1
 CN3153  NGVD 29 (12/04/92)   64.7    (m)          212.     (f) GPS OBS        
 CN3153
 CN3153.Superseded values are not recommended for survey control.
 CN3153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3153.See file dsdata.txt to determine how the superseded data were derived.
 CN3153
 CN3153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2904294639(NAD 83)
 CN3153_MARKER: DD = SURVEY DISK
 CN3153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3153_SP_SET: CONCRETE POST
 CN3153_STAMPING: 1-5 1991
 CN3153_MARK LOGO: ALHD  
 CN3153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3153+STABILITY: SURFACE MOTION
 CN3153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3153+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3153
 CN3153  HISTORY     - Date     Condition        Report By
 CN3153  HISTORY     - 1991     MONUMENTED       ALHD
 CN3153  HISTORY     - 20020305 POOR             ALHD
 CN3153
 CN3153                          STATION DESCRIPTION
 CN3153
 CN3153'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3153'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE NORTHEAST RIGHT OF WAY
 CN3153'OF AUTAUGA COUNTY ROAD NO. 19, ABOUT 7.08 KM (4.40 MI) NORTHWEST OF
 CN3153'AUTAUGAVILLE AND ABOUT 18.83 KM (11.70 MI) SOUTH-SOUTHEAST OF
 CN3153'BILLINGSLEY.
 CN3153'TO REACH THE STATION FROM THE DALLAS-AUTAUGA COUNTY LINE ON ALA 14
 CN3153'(MILE POST 126.50 ON ALA 14), DRIVE EAST ON ALA 14 FOR 22.77 KM
 CN3153'(14.15 MI) TO MILE POST 140.65 AND AUTAUGA COUNTY ROAD NO. 19
 CN3153'(PICKETT STREET) LEFT AND RIGHT AT A CAUTION LIGHT IN AUTAUGAVILLE,
 CN3153'TURN LEFT ON AUTAUGA COUNTY ROAD NO. 19 (PICKETT STREET) AND DRIVE
 CN3153'NORTHWEST 7.40 KM (4.60 MI) TO THE STATION ON THE RIGHT.
 CN3153'THE STATION IS 0.98 M (3.22 FT) SOUTHWEST OF A FOUR STRAND BARBED WIRE
 CN3153'FENCE ON TREATED WOOD POSTS, 6.00 M (19.68 FT) NORTHWEST OF A SIX-
 CN3153'INCH CORNER POST, 11.06 M (36.29 FT) NORTHEAST OF THE CENTERLINE OF
 CN3153'AUTAUGA COUNTY ROAD NO. 19, 15.06 M (49.41 FT) NORTH-NORTHWEST OF A
 CN3153'POST FOR A BLACK MAIL BOX NO. 910, AND 41.76 M (137.01 FT) SOUTHEAST
 CN3153'OF TELEPHONE CABLE PEDESTAL NO. P 59.
 CN3153'STATION 1-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3153
 CN3153                          STATION RECOVERY (2002)
 CN3153
 CN3153'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3153'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3154 ***********************************************************************
 CN3154  DESIGNATION -  1 6
 CN3154  PID         -  CN3154
 CN3154  STATE/COUNTY-  AL/AUTAUGA
 CN3154  USGS QUAD   -  AUTAUGAVILLE (1982)
 CN3154
 CN3154                         *CURRENT SURVEY CONTROL
 CN3154  ___________________________________________________________________
 CN3154* NAD 83(1992)-  32 29 28.27093(N)    086 41 36.43846(W)     ADJUSTED  
 CN3154* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 CN3154  ___________________________________________________________________
 CN3154  X           -     310,597.986 (meters)                     COMP
 CN3154  Y           -  -5,376,062.878 (meters)                     COMP
 CN3154  Z           -   3,406,518.459 (meters)                     COMP
 CN3154  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CN3154  ELLIP HEIGHT-          36.59  (meters)          (07/29/02) GPS OBS
 CN3154  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CN3154
 CN3154  HORZ ORDER  -  FIRST
 CN3154  ELLP ORDER  -  FOURTH    CLASS I
 CN3154
 CN3154.The horizontal coordinates were established by GPS observations
 CN3154.and adjusted by the National Geodetic Survey in December 1992..
 CN3154
 CN3154.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3154
 CN3154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3154
 CN3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3154
 CN3154.The ellipsoidal height was determined by GPS observations
 CN3154.and is referenced to NAD 83.
 CN3154
 CN3154.The geoid height was determined by GEOID03.
 CN3154
 CN3154;                    North         East     Units Scale Factor Converg.
 CN3154;SPC AL W     -   276,475.427   675,799.879   MT  1.00000416   +0 25 59.8
 CN3154;UTM  16      - 3,594,923.497   528,799.438   MT  0.99961023   +0 09 52.8
 CN3154
 CN3154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3154!SPC AL W     -   0.99999426  x   1.00000416  =   0.99999842
 CN3154!UTM  16      -   0.99999426  x   0.99961023  =   0.99960449
 CN3154
 CN3154|---------------------------------------------------------------------|
 CN3154| PID    Reference Object                     Distance      Geod. Az  |
 CN3154|                                                           dddmmss.s |
 CN3154| CN3153 1 5                                 373.706 METERS 13945     |
 CN3154|---------------------------------------------------------------------|
 CN3154
 CN3154                          SUPERSEDED SURVEY CONTROL
 CN3154
 CN3154  ELLIP H (12/04/92)   36.64   (m)                       GP(       ) 4 1
 CN3154  NAD 83(1986)-  32 29 28.28103(N)    086 41 36.44373(W) AD(       ) 1
 CN3154  NGVD 29 (12/04/92)   64.8    (m)          213.     (f) GPS OBS        
 CN3154
 CN3154.Superseded values are not recommended for survey control.
 CN3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3154.See file dsdata.txt to determine how the superseded data were derived.
 CN3154
 CN3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2879994923(NAD 83)
 CN3154_MARKER: DD = SURVEY DISK
 CN3154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3154_SP_SET: CONCRETE POST
 CN3154_STAMPING: 1-6 1991
 CN3154_MARK LOGO: ALHD  
 CN3154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3154+STABILITY: SURFACE MOTION
 CN3154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3154+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 CN3154
 CN3154  HISTORY     - Date     Condition        Report By
 CN3154  HISTORY     - 1991     MONUMENTED       ALHD
 CN3154  HISTORY     - 20020305 GOOD             ALHD
 CN3154
 CN3154                          STATION DESCRIPTION
 CN3154
 CN3154'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3154'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE NORTHEAST RIGHT OF WAY
 CN3154'OF AUTAUGA COUNTY ROAD NO. 19, ABOUT 7.56 KM (4.70 MI) NORTHWEST OF
 CN3154'AUTAUGAVILLE AND ABOUT 18.43 KM (11.45 MI) SOUTH-SOUTHEAST OF
 CN3154'BILLINGSLEY.
 CN3154'TO REACH THE STATION FROM THE DALLAS-AUTAUGA COUNTY LINE ON ALA 14
 CN3154'(MILE POST 126.50 ON ALA 14), DRIVE EAST ON ALA 14 FOR 22.77 KM
 CN3154'(14.15 MI) TO MILE POST 140.65 AND AUTAUGA COUNTY ROAD NO. 19
 CN3154'(PICKETT STREET) LEFT AND RIGHT AT A CAUTION LIGHT IN AUTAUGAVILLE,
 CN3154'TURN LEFT ON AUTAUGA COUNTY ROAD NO. 19 (PICKETT STREET) AND DRIVE
 CN3154'NORTHWEST 7.81 KM (4.85 MI) TO THE STATION ON THE RIGHT.
 CN3154'THE STATION IS 0.94 M (3.08 FT) SOUTHWEST OF A FOUR STRAND BARBED WIRE
 CN3154'FENCE ON TREATED WOOD POSTS, 11.40 M (37.40 FT) NORTHEAST OF THE
 CN3154'CENTERLINE OF AUTAUGA COUNTY ROAD NO. 19, 22.01 M (72.21 FT) EAST OF
 CN3154'A POST FOR RUFUS PEARSON 403 D MAIL BOX, AND 23.47 M (77.00 FT)
 CN3154'SOUTHEAST OF A POWER POLE.
 CN3154'STATION 1-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3154
 CN3154                          STATION RECOVERY (2002)
 CN3154
 CN3154'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1887 ***********************************************************************
 DH1887  DESIGNATION -  1 69
 DH1887  PID         -  DH1887
 DH1887  STATE/COUNTY-  AL/TUSCALOOSA
 DH1887  USGS QUAD   -  ENGLEWOOD (1983)
 DH1887
 DH1887                         *CURRENT SURVEY CONTROL
 DH1887  ___________________________________________________________________
 DH1887* NAD 83(1986)-  33 04 26.     (N)    087 35 14.     (W)     SCALED    
 DH1887* NAVD 88     -        47.904  (meters)     157.16   (feet)  ADJUSTED  
 DH1887  ___________________________________________________________________
 DH1887  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH1887  DYNAMIC HT  -          47.850 (meters)     156.99  (feet)  COMP
 DH1887  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 DH1887
 DH1887  VERT ORDER  -  FIRST     CLASS II
 DH1887
 DH1887.The horizontal coordinates were scaled from a topographic map and have
 DH1887.an estimated accuracy of +/- 6 seconds.
 DH1887
 DH1887.The orthometric height was determined by differential leveling
 DH1887.and adjusted by the National Geodetic Survey in June 1991..
 DH1887
 DH1887.The geoid height was determined by GEOID03.
 DH1887
 DH1887.The dynamic height is computed by dividing the NAVD 88
 DH1887.geopotential number by the normal gravity value computed on the
 DH1887.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1887.degrees latitude (g = 980.6199 gals.).
 DH1887
 DH1887.The modeled gravity was interpolated from observed gravity values.
 DH1887
 DH1887;                    North         East    Units  Estimated Accuracy
 DH1887;SPC AL W     -   340,810.      591,860.      MT  (+/- 180 meters Scaled)
 DH1887
 DH1887                          SUPERSEDED SURVEY CONTROL
 DH1887
 DH1887  NGVD 29 (??/??/92)   47.872  (m)          157.06   (f) ADJ UNCH    1 2
 DH1887
 DH1887.Superseded values are not recommended for survey control.
 DH1887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1887.See file dsdata.txt to determine how the superseded data were derived.
 DH1887
 DH1887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB451596(NAD 83)
 DH1887_MARKER: DB = BENCH MARK DISK
 DH1887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1887_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1887_STAMPING: TRA STA 1-69 1939
 DH1887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1887+STABILITY: SURFACE MOTION
 DH1887
 DH1887  HISTORY     - Date     Condition        Report By
 DH1887  HISTORY     - 1939     MONUMENTED       USE
 DH1887  HISTORY     - 1944     GOOD             NGS
 DH1887  HISTORY     - 1950     GOOD             USE
 DH1887
 DH1887                          STATION DESCRIPTION
 DH1887
 DH1887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1887'1.7 MI NE FROM HULL.
 DH1887'1.7 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DH1887'HULL, TUSCALOOSA COUNTY, 600 FEET SOUTHWEST OF A FARM ROAD CROSSING,
 DH1887'420 FEET NORTHEAST OF MILEPOST 207, 19 FEET NORTHWEST OF AND ABOUT THE
 DH1887'SAME ELEVATION AS THE CENTERLINE OF THE TRACK AND 3 FEET SOUTHWEST OF
 DH1887'A 4X4-INCH WOODEN MARKER POST.  A U.S.E DISK SET IN THE TOP OF A
 DH1887'CONCRETE POST PROJECTING 0.3 FOOT.
 DH1887
 DH1887                          STATION RECOVERY (1950)
 DH1887
 DH1887'RECOVERY NOTE BY US ENGINEERS 1950
 DH1887'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3268 ***********************************************************************
 CN3268  DESIGNATION -  1 7
 CN3268  PID         -  CN3268
 CN3268  STATE/COUNTY-  AL/AUTAUGA
 CN3268  USGS QUAD   -  DEATSVILLE (1984)
 CN3268
 CN3268                         *CURRENT SURVEY CONTROL
 CN3268  ___________________________________________________________________
 CN3268* NAD 83(1992)-  32 35 23.27321(N)    086 25 35.58165(W)     ADJUSTED  
 CN3268* NAVD 88     -       150.4    (meters)     493.     (feet)  GPS OBS   
 CN3268  ___________________________________________________________________
 CN3268  X           -     335,276.046 (meters)                     COMP
 CN3268  Y           -  -5,368,758.672 (meters)                     COMP
 CN3268  Z           -   3,415,783.434 (meters)                     COMP
 CN3268  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 CN3268  ELLIP HEIGHT-         122.03  (meters)          (07/29/02) GPS OBS
 CN3268  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CN3268
 CN3268  HORZ ORDER  -  FIRST
 CN3268  ELLP ORDER  -  FOURTH    CLASS I
 CN3268
 CN3268.The horizontal coordinates were established by GPS observations
 CN3268.and adjusted by the National Geodetic Survey in September 1993..
 CN3268
 CN3268.The orthometric height was determined by GPS observations and a
 CN3268.high-resolution geoid model.
 CN3268
 CN3268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3268
 CN3268.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3268
 CN3268.The ellipsoidal height was determined by GPS observations
 CN3268.and is referenced to NAD 83.
 CN3268
 CN3268.The geoid height was determined by GEOID03.
 CN3268
 CN3268;                    North         East     Units Scale Factor Converg.
 CN3268;SPC AL W     -   287,632.283   700,774.719   MT  1.00005852   +0 34 41.6
 CN3268;UTM  16      - 3,605,958.477   553,816.158   MT  0.99963571   +0 18 32.0
 CN3268
 CN3268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3268!SPC AL W     -   0.99998084  x   1.00005852  =   1.00003936
 CN3268!UTM  16      -   0.99998084  x   0.99963571  =   0.99961656
 CN3268
 CN3268                          SUPERSEDED SURVEY CONTROL
 CN3268
 CN3268  ELLIP H (09/27/93)  122.06   (m)                       GP(       ) 4 1
 CN3268
 CN3268.Superseded values are not recommended for survey control.
 CN3268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3268.See file dsdata.txt to determine how the superseded data were derived.
 CN3268
 CN3268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5381605958(NAD 83)
 CN3268_MARKER: DD = SURVEY DISK
 CN3268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3268_SP_SET: CONCRETE POST
 CN3268_STAMPING: 1-7 1992
 CN3268_MARK LOGO: ALHD  
 CN3268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3268+STABILITY: SURFACE MOTION
 CN3268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3268+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3268
 CN3268  HISTORY     - Date     Condition        Report By
 CN3268  HISTORY     - 1992     MONUMENTED       ALHD
 CN3268
 CN3268                          STATION DESCRIPTION
 CN3268
 CN3268'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3268'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3268'AUTAUGA COUNTY ROAD NO. 40, ABOUT 9.35 MI (15.05 KM) NORTH-NORTHEAST
 CN3268'OF PRATTVILLE AND ABOUT 17.35 MI (27.92 KM) EAST-SOUTHEAST OF
 CN3268'BILLINGSLEY.
 CN3268'TO REACH THE STATION FROM I-65 EXIT 186 (MILE POST 197.20 ON U.S. 31),
 CN3268'DRIVE NORTH ON U.S. 31 FOR 2.30 MI (3.70 KM) TO MILE POST 199.50 AND
 CN3268'AUTAUGA COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN RIGHT ON AUTAUGA
 CN3268'COUNTY ROAD NO. 40 AND DRIVE EAST FOR 2.45 MI (3.94 KM) TO THE
 CN3268'STATION ON THE LEFT.
 CN3268'THE STATION IS 40.4 FT (12.3 M) NORTH OF THE CENTERLINE OF AUTAUGA
 CN3268'COUNTY ROAD NO. 40, 47.5 FT (14.5 M) WEST-NORTHWEST OF THE WEST END
 CN3268'OF A 22 X 36 INCH CORREGATED METAL PIPE UNDER A FIELD ROAD, 55.0 FT
 CN3268'(16.8 M) WEST OF THE CENTER OF A GRAVEL FIELD ROAD, 101.8 FT
 CN3268'(31.0 M) WEST OF A POWER POLE, 2.1 FT (0.6 M) SOUTH-SOUTHWEST OF A
 CN3268'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3268'STATION 1-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3269 ***********************************************************************
 CN3269  DESIGNATION -  1 8
 CN3269  PID         -  CN3269
 CN3269  STATE/COUNTY-  AL/AUTAUGA
 CN3269  USGS QUAD   -  DEATSVILLE (1984)
 CN3269
 CN3269                         *CURRENT SURVEY CONTROL
 CN3269  ___________________________________________________________________
 CN3269* NAD 83(1992)-  32 35 20.13924(N)    086 25 11.50074(W)     ADJUSTED  
 CN3269* NAVD 88     -       153.8    (meters)     505.     (feet)  GPS OBS   
 CN3269  ___________________________________________________________________
 CN3269  X           -     335,906.259 (meters)                     COMP
 CN3269  Y           -  -5,368,774.258 (meters)                     COMP
 CN3269  Z           -   3,415,703.928 (meters)                     COMP
 CN3269  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 CN3269  ELLIP HEIGHT-         125.44  (meters)          (07/29/02) GPS OBS
 CN3269  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CN3269
 CN3269  HORZ ORDER  -  FIRST
 CN3269  ELLP ORDER  -  FOURTH    CLASS I
 CN3269
 CN3269.The horizontal coordinates were established by GPS observations
 CN3269.and adjusted by the National Geodetic Survey in September 1993..
 CN3269
 CN3269.The orthometric height was determined by GPS observations and a
 CN3269.high-resolution geoid model.
 CN3269
 CN3269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3269
 CN3269.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3269
 CN3269.The ellipsoidal height was determined by GPS observations
 CN3269.and is referenced to NAD 83.
 CN3269
 CN3269.The geoid height was determined by GEOID03.
 CN3269
 CN3269;                    North         East     Units Scale Factor Converg.
 CN3269;SPC AL W     -   287,542.099   701,403.702   MT  1.00006009   +0 34 54.6
 CN3269;UTM  16      - 3,605,865.376   554,444.445   MT  0.99963655   +0 18 44.9
 CN3269
 CN3269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3269!SPC AL W     -   0.99998031  x   1.00006009  =   1.00004039
 CN3269!UTM  16      -   0.99998031  x   0.99963655  =   0.99961686
 CN3269
 CN3269                          SUPERSEDED SURVEY CONTROL
 CN3269
 CN3269  ELLIP H (09/27/93)  125.47   (m)                       GP(       ) 4 1
 CN3269
 CN3269.Superseded values are not recommended for survey control.
 CN3269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3269.See file dsdata.txt to determine how the superseded data were derived.
 CN3269
 CN3269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5444405865(NAD 83)
 CN3269_MARKER: DD = SURVEY DISK
 CN3269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3269_SP_SET: CONCRETE POST
 CN3269_STAMPING: 1-8 1992
 CN3269_MARK LOGO: ALHD  
 CN3269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3269+STABILITY: SURFACE MOTION
 CN3269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3269+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3269
 CN3269  HISTORY     - Date     Condition        Report By
 CN3269  HISTORY     - 1992     MONUMENTED       ALHD
 CN3269
 CN3269                          STATION DESCRIPTION
 CN3269
 CN3269'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3269'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3269'AUTAUGA COUNTY ROAD NO. 40, ABOUT 9.40 MI (15.13 KM) NORTH-NORTHEAST
 CN3269'OF PRATTVILLE AND ABOUT 17.75 MI (28.57 KM) EAST-SOUTHEAST OF
 CN3269'BILLINGSLEY.
 CN3269'TO REACH THE STATION FROM I-65 EXIT 186 (MILE POST 197.20 ON U.S. 31),
 CN3269'DRIVE NORTH ON U.S. 31 FOR 2.30 MI (3.70 KM) TO MILE POST 199.50 AND
 CN3269'AUTAUGA COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN RIGHT ON AUTAUGA
 CN3269'COUNTY ROAD NO. 40 AND DRIVE EAST FOR 2.85 MI (4.59 KM) TO THE
 CN3269'STATION ON THE LEFT.
 CN3269'THE STATION IS 32.1 FT (9.8 M) NORTH OF THE CENTERLINE OF AUTAUGA
 CN3269'COUNTY ROAD NO. 40, 38.0 FT (11.6 M) WEST OF THE CENTER OF A DIRT
 CN3269'FIELD ROAD, 68.3 FT (20.8 M) NORTH-NORTHWEST OF A POWER POLE ACROSS
 CN3269'THE ROAD, 0.05 MI (0.08 KM) WEST OF THE JUNCTION OF A PAVED COUNTY
 CN3269'ROAD LEADING SOUTH, 1.9 FT (0.6 M) SOUTH-SOUTHWEST OF A CARSONITE
 CN3269'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3269'STATION 1-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3270 ***********************************************************************
 CN3270  DESIGNATION -  1 9
 CN3270  PID         -  CN3270
 CN3270  STATE/COUNTY-  AL/AUTAUGA
 CN3270  USGS QUAD   -  DEATSVILLE (1984)
 CN3270
 CN3270                         *CURRENT SURVEY CONTROL
 CN3270  ___________________________________________________________________
 CN3270* NAD 83(1992)-  32 30 25.05337(N)    086 27 22.39566(W)     ADJUSTED  
 CN3270* NAVD 88     -       153.3    (meters)     503.     (feet)  GPS OBS   
 CN3270  ___________________________________________________________________
 CN3270  X           -     332,801.462 (meters)                     COMP
 CN3270  Y           -  -5,373,867.289 (meters)                     COMP
 CN3270  Z           -   3,408,041.278 (meters)                     COMP
 CN3270  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CN3270  ELLIP HEIGHT-         125.13  (meters)          (07/29/02) GPS OBS
 CN3270  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CN3270
 CN3270  HORZ ORDER  -  FIRST
 CN3270  ELLP ORDER  -  FOURTH    CLASS I
 CN3270
 CN3270.The horizontal coordinates were established by GPS observations
 CN3270.and adjusted by the National Geodetic Survey in September 1993..
 CN3270
 CN3270.The orthometric height was determined by GPS observations and a
 CN3270.high-resolution geoid model.
 CN3270
 CN3270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3270
 CN3270.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3270
 CN3270.The ellipsoidal height was determined by GPS observations
 CN3270.and is referenced to NAD 83.
 CN3270
 CN3270.The geoid height was determined by GEOID03.
 CN3270
 CN3270;                    North         East     Units Scale Factor Converg.
 CN3270;SPC AL W     -   278,417.990   698,079.183   MT  1.00005191   +0 33 39.5
 CN3270;UTM  16      - 3,596,760.819   551,078.538   MT  0.99963217   +0 17 32.0
 CN3270
 CN3270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3270!SPC AL W     -   0.99998035  x   1.00005191  =   1.00003226
 CN3270!UTM  16      -   0.99998035  x   0.99963217  =   0.99961253
 CN3270
 CN3270:                Primary Azimuth Mark                     Grid Az
 CN3270:SPC AL W     -  1 10                                     000 05 00.5
 CN3270:UTM  16      -  1 10                                     000 21 08.0
 CN3270
 CN3270|---------------------------------------------------------------------|
 CN3270| PID    Reference Object                     Distance      Geod. Az  |
 CN3270|                                                           dddmmss.s |
 CN3270| CN3240 1 10                                484.230 METERS 0003840.0 |
 CN3270|---------------------------------------------------------------------|
 CN3270
 CN3270                          SUPERSEDED SURVEY CONTROL
 CN3270
 CN3270  ELLIP H (09/27/93)  125.16   (m)                       GP(       ) 4 1
 CN3270
 CN3270.Superseded values are not recommended for survey control.
 CN3270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3270.See file dsdata.txt to determine how the superseded data were derived.
 CN3270
 CN3270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5107996761(NAD 83)
 CN3270_MARKER: DD = SURVEY DISK
 CN3270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3270_SP_SET: CONCRETE POST
 CN3270_STAMPING: 1-9 1992
 CN3270_MARK LOGO: ALHD  
 CN3270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3270+STABILITY: SURFACE MOTION
 CN3270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3270+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2005
 CN3270
 CN3270  HISTORY     - Date     Condition        Report By
 CN3270  HISTORY     - 1992     MONUMENTED       ALHD
 CN3270  HISTORY     - 20020305 GOOD             ALHD
 CN3270  HISTORY     - 20050224 GOOD             ALHD
 CN3270  HISTORY     - 20050627 GOOD             ALDOT
 CN3270
 CN3270                          STATION DESCRIPTION
 CN3270
 CN3270'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3270'THE STATION IS LOCATED IN AUTAUGA COUNTY ON THE EAST RIGHT OF WAY OF
 CN3270'U.S. 31, ABOUT 3.20 MI (5.15 KM) NORTH-NORTHEAST OF PRATTVILLE AND
 CN3270'ABOUT 12.45 MI (20.04 KM) EAST-NORTHEAST OF AUTAUGAVILLE.
 CN3270'TO REACH THE STATION FROM I-65 EXIT 186 (MILE POST 197.20 ON U.S. 31)
 CN3270'DRIVE SOUTH ON U.S. 31 FOR 3.00 MI (4.83 KM) TO MILE POST 194.20 AND
 CN3270'THE STATION ON THE LEFT.
 CN3270'THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND
 CN3270'OF BARBED WIRE ON TREATED WOOD POSTS, 58.9 FT (18.0 M) EAST OF THE
 CN3270'CENTERLINE OF U.S. 31, 93.0 FT (28.3 M) NORTH OF THE SOUTHWEST CORNER
 CN3270'OF A PASTURE FENCE, 97.0 FT (29.6 M) NORTH-NORTHEAST OF THE NORTH END
 CN3270'OF A 15-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 109.0 FT
 CN3270'(33.2 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 3.0 FT (0.9 M)
 CN3270'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3270'STATION 1-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3270
 CN3270                          STATION RECOVERY (2002)
 CN3270
 CN3270'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3270'RECOVERED IN GOOD CONDITION.
 CN3270
 CN3270                          STATION RECOVERY (2005)
 CN3270
 CN3270'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 CN3270'RECOVERED IN GOOD CONDITION.
 CN3270
 CN3270                          STATION RECOVERY (2005)
 CN3270
 CN3270'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3270'MARK IS 6.1 FEET EAST-SOUTHEAST OF A ADDED POWER POLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0055 ***********************************************************************
 BU0055  DESIGNATION -  1 AFK
 BU0055  PID         -  BU0055
 BU0055  STATE/COUNTY-  AL/PIKE
 BU0055  USGS QUAD   -  YOUNGBLOOD (1981)
 BU0055
 BU0055                         *CURRENT SURVEY CONTROL
 BU0055  ___________________________________________________________________
 BU0055* NAD 83(1986)-  31 48 39.     (N)    086 00 24.     (W)     SCALED    
 BU0055* NAVD 88     -       142.175  (meters)     466.45   (feet)  ADJUSTED  
 BU0055  ___________________________________________________________________
 BU0055  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BU0055  DYNAMIC HT  -         142.006 (meters)     465.90  (feet)  COMP
 BU0055  MODELED GRAV-     979,450.6   (mgal)                       NAVD 88
 BU0055
 BU0055  VERT ORDER  -  FIRST     CLASS I
 BU0055
 BU0055.The horizontal coordinates were scaled from a topographic map and have
 BU0055.an estimated accuracy of +/- 6 seconds.
 BU0055
 BU0055.The orthometric height was determined by differential leveling
 BU0055.and adjusted by the National Geodetic Survey in June 1991..
 BU0055
 BU0055.The geoid height was determined by GEOID03.
 BU0055
 BU0055.The dynamic height is computed by dividing the NAVD 88
 BU0055.geopotential number by the normal gravity value computed on the
 BU0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0055.degrees latitude (g = 980.6199 gals.).
 BU0055
 BU0055.The modeled gravity was interpolated from observed gravity values.
 BU0055
 BU0055;                    North         East    Units  Estimated Accuracy
 BU0055;SPC AL E     -   145,340.      183,590.      MT  (+/- 180 meters Scaled)
 BU0055
 BU0055                          SUPERSEDED SURVEY CONTROL
 BU0055
 BU0055  NGVD 29 (??/??/92)  142.157  (m)          466.39   (f) ADJ UNCH    1 1
 BU0055
 BU0055.Superseded values are not recommended for survey control.
 BU0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0055.See file dsdata.txt to determine how the superseded data were derived.
 BU0055
 BU0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA940198(NAD 83)
 BU0055_MARKER: DD = SURVEY DISK
 BU0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0055_STAMPING: 1 AFK 1964 466
 BU0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0055+STABILITY: SURFACE MOTION
 BU0055
 BU0055  HISTORY     - Date     Condition        Report By
 BU0055  HISTORY     - 1964     MONUMENTED       USGS
 BU0055  HISTORY     - 1968     GOOD             NGS
 BU0055
 BU0055                          STATION DESCRIPTION
 BU0055
 BU0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0055'2.05 MI NW FROM TROY.
 BU0055'2.05 MILES NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BU0055'STATION AT TROY, 1.1 MILES WEST OF THE OVERPASS OVER U. S. HIGHWAY 231
 BU0055'BY-PASS, 193 FEET WEST OF MILEPOST N 853, 71.5 FEET NORTH OF THE
 BU0055'CENTER LINE OF U. S. HIGHWAY 29, 26.8 FEET SOUTH OF THE SOUTH RAIL OF
 BU0055'THE MAIN TRACK, 3 FEET WEST OF A TELEPHONE POLE, 1.5 FEET NORTH OF A
 BU0055'METAL WITNESS POST, 7 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE
 BU0055'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE
 BU0055'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1349 ***********************************************************************
 DG1349  DESIGNATION -  1 D 1
 DG1349  PID         -  DG1349
 DG1349  STATE/COUNTY-  AL/CHEROKEE
 DG1349  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG1349
 DG1349                         *CURRENT SURVEY CONTROL
 DG1349  ___________________________________________________________________
 DG1349* NAD 83(1986)-  33 59 48.     (N)    085 25 57.     (W)     SCALED    
 DG1349* NAVD 88     -       277.390  (meters)     910.07   (feet)  ADJUSTED  
 DG1349  ___________________________________________________________________
 DG1349  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG1349  DYNAMIC HT  -         277.098 (meters)     909.11  (feet)  COMP
 DG1349  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 DG1349
 DG1349  VERT ORDER  -  SECOND    CLASS 0
 DG1349
 DG1349.The horizontal coordinates were scaled from a topographic map and have
 DG1349.an estimated accuracy of +/- 6 seconds.
 DG1349
 DG1349.The orthometric height was determined by differential leveling
 DG1349.and adjusted by the National Geodetic Survey in June 1991..
 DG1349
 DG1349.The geoid height was determined by GEOID03.
 DG1349
 DG1349.The dynamic height is computed by dividing the NAVD 88
 DG1349.geopotential number by the normal gravity value computed on the
 DG1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1349.degrees latitude (g = 980.6199 gals.).
 DG1349
 DG1349.The modeled gravity was interpolated from observed gravity values.
 DG1349
 DG1349;                    North         East    Units  Estimated Accuracy
 DG1349;SPC AL E     -   387,810.      237,030.      MT  (+/- 180 meters Scaled)
 DG1349
 DG1349                          SUPERSEDED SURVEY CONTROL
 DG1349
 DG1349  NGVD 29 (??/??/92)  277.315  (m)          909.82   (f) ADJ UNCH    2 0
 DG1349
 DG1349.Superseded values are not recommended for survey control.
 DG1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1349.See file dsdata.txt to determine how the superseded data were derived.
 DG1349
 DG1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC447628(NAD 83)
 DG1349_MARKER: DD = SURVEY DISK
 DG1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1349_STAMPING: 1 D 1
 DG1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1349+STABILITY: SURFACE MOTION
 DG1349
 DG1349  HISTORY     - Date     Condition        Report By
 DG1349  HISTORY     - UNK      MONUMENTED       ALGS
 DG1349  HISTORY     - 1948     GOOD             NGS
 DG1349
 DG1349                          STATION DESCRIPTION
 DG1349
 DG1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1349'0.8 MI E FROM BLUFFTON.
 DG1349'ABOUT 0.8 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE SIGN AT
 DG1349'BLUFFTON, ABOUT 2000 FEET WEST OF THE SIGN AT TECUMSEH.  MARK IS
 DG1349'ABOUT 300 YARDS SOUTHWEST OF A ROAD CROSSING THE RAIL ROAD AND
 DG1349'MILE POST 23, AT THE TOP OF A KNOLL AT THE REAR OF A SMALL FARM
 DG1349'HOUSE, IN LINE WITH A TANGENT OF THE RAILWAY LEADING WEST, 445
 DG1349'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH GRAVEL ROAD, 30
 DG1349'FEET NORTHWEST OF THE CENTER LINE OF A DIM ROAD, 16 FEET NORTHWEST
 DG1349'OF A TRIANGULAR BLAZED PINE TREE, 1 FOOT SOUTH OF A WHITE WOODEN
 DG1349'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1349'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0499 ***********************************************************************
 DH0499  DESIGNATION -  1 M
 DH0499  PID         -  DH0499
 DH0499  STATE/COUNTY-  AL/TALLADEGA
 DH0499  USGS QUAD   -  SYLACAUGA EAST (1987)
 DH0499
 DH0499                         *CURRENT SURVEY CONTROL
 DH0499  ___________________________________________________________________
 DH0499* NAD 83(1986)-  33 12 02.     (N)    086 14 05.     (W)     SCALED    
 DH0499* NAVD 88     -       175.838  (meters)     576.90   (feet)  ADJUSTED  
 DH0499  ___________________________________________________________________
 DH0499  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH0499  DYNAMIC HT  -         175.642 (meters)     576.25  (feet)  COMP
 DH0499  MODELED GRAV-     979,521.6   (mgal)                       NAVD 88
 DH0499
 DH0499  VERT ORDER  -  SECOND    CLASS 0
 DH0499
 DH0499.The horizontal coordinates were scaled from a topographic map and have
 DH0499.an estimated accuracy of +/- 6 seconds.
 DH0499
 DH0499.The orthometric height was determined by differential leveling
 DH0499.and adjusted by the National Geodetic Survey in June 1991..
 DH0499
 DH0499.The geoid height was determined by GEOID03.
 DH0499
 DH0499.The dynamic height is computed by dividing the NAVD 88
 DH0499.geopotential number by the normal gravity value computed on the
 DH0499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0499.degrees latitude (g = 980.6199 gals.).
 DH0499
 DH0499.The modeled gravity was interpolated from observed gravity values.
 DH0499
 DH0499;                    North         East    Units  Estimated Accuracy
 DH0499;SPC AL E     -   299,510.      162,580.      MT  (+/- 180 meters Scaled)
 DH0499
 DH0499                          SUPERSEDED SURVEY CONTROL
 DH0499
 DH0499  NGVD 29 (??/??/92)  175.779  (m)          576.70   (f) ADJ UNCH    2 0
 DH0499
 DH0499.Superseded values are not recommended for survey control.
 DH0499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0499.See file dsdata.txt to determine how the superseded data were derived.
 DH0499
 DH0499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB713737(NAD 83)
 DH0499_MARKER: DD = SURVEY DISK
 DH0499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0499_STAMPING: 1 M 1942
 DH0499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0499+STABILITY: SURFACE MOTION
 DH0499
 DH0499  HISTORY     - Date     Condition        Report By
 DH0499  HISTORY     - 1942     MONUMENTED       USGS
 DH0499  HISTORY     - 1948     GOOD             NGS
 DH0499
 DH0499                          STATION DESCRIPTION
 DH0499
 DH0499'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0499'2.2 MI N FROM SYLACAUGA.
 DH0499'ABOUT 2.2 MILES NORTH ALONG U.S. HIGHWAY 241 FROM THE UNION STATION AT
 DH0499'SYLACAUGA, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD EAST, ON THE
 DH0499'WEST SIDE OF THE HIGHWAY AT A GATE AND ROAD ENTRANCE INTO A PASTURE
 DH0499'OPPOSITE A DRIVE WAY TO A WHITE HOUSE ON THE EAST SIDE OF THE HIGHWAY,
 DH0499'48.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET SOUTH OF THE
 DH0499'CENTER LINE OF THE PASTURE ROAD, 7 FEET SOUTH OF THE SOUTH GATE POST,
 DH0499'38 FEET SOUTH AND ACROSS THE PASTURE ROAD FROM HIGHWAY R/W STATION NO.
 DH0499'911+08, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 DH0499'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2441 ***********************************************************************
 CM2441  DESIGNATION -  1 RESET
 CM2441  PID         -  CM2441
 CM2441  STATE/COUNTY-  AL/LEE
 CM2441  USGS QUAD   -  AUBURN (1983)
 CM2441
 CM2441                         *CURRENT SURVEY CONTROL
 CM2441  ___________________________________________________________________
 CM2441* NAD 83(1986)-  32 36 30.     (N)    085 29 00.     (W)     SCALED    
 CM2441* NAVD 88     -       211.84   (meters)     695.0    (feet)  RESET     
 CM2441  ___________________________________________________________________
 CM2441  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CM2441
 CM2441  VERT ORDER  -  THIRD
 CM2441
 CM2441.The horizontal coordinates were scaled from a topographic map and have
 CM2441.an estimated accuracy of +/- 6 seconds.
 CM2441
 CM2441.The orthometric height was computed from unverified reset data.
 CM2441.No vertical observational check was made to the station.
 CM2441
 CM2441.The geoid height was determined by GEOID03.
 CM2441
 CM2441;                    North         East    Units  Estimated Accuracy
 CM2441;SPC AL E     -   233,820.      232,850.      MT  (+/- 180 meters Scaled)
 CM2441
 CM2441                          SUPERSEDED SURVEY CONTROL
 CM2441
 CM2441  NGVD 29 (11/20/03)  211.81   (m)          694.9    (f) RESET       3  
 CM2441
 CM2441.Superseded values are not recommended for survey control.
 CM2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2441.See file dsdata.txt to determine how the superseded data were derived.
 CM2441
 CM2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB423088(NAD 83)
 CM2441_MARKER: DV = VERTICAL CONTROL DISK
 CM2441_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 CM2441_SP_SET: FOOTING
 CM2441_STAMPING: 1 AGS RESET 1983
 CM2441_MARK LOGO: NGS   
 CM2441_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2441+STABILITY: SURFACE MOTION
 CM2441
 CM2441  HISTORY     - Date     Condition        Report By
 CM2441  HISTORY     - 1983     MONUMENTED       NGS
 CM2441
 CM2441                          STATION DESCRIPTION
 CM2441
 CM2441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 CM2441'IN AUBURN, AT THE JUNCTION OF GLENN AVENUE AND COLLEGE STREET, IN THE
 CM2441'SOUTHEAST CORNER OF CONCRETE OF A METAL STREET LIGHT POLE, 152.0 FEET
 CM2441'(46.3 M) SOUTH OF THE PRESENT CENTER OF GLENN AVENUE, AND 37.0 FEET
 CM2441'(11.3 M) WEST OF THE CENTER OF COLLEGE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9978 ***********************************************************************
 AA9978  DESIGNATION -  1 RESET
 AA9978  PID         -  AA9978
 AA9978  STATE/COUNTY-  AL/LEE
 AA9978  USGS QUAD   -  AUBURN (1983)
 AA9978
 AA9978                         *CURRENT SURVEY CONTROL
 AA9978  ___________________________________________________________________
 AA9978* NAD 83(1986)-  32 36 32.     (N)    085 28 54.     (W)     SCALED    
 AA9978* NAVD 88     -       211.80   (meters)     694.9    (feet)  RESET     
 AA9978  ___________________________________________________________________
 AA9978  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AA9978
 AA9978  VERT ORDER  -  THIRD
 AA9978
 AA9978.The horizontal coordinates were scaled from a topographic map and have
 AA9978.an estimated accuracy of +/- 6 seconds.
 AA9978
 AA9978.The orthometric height was computed from unverified reset data.
 AA9978
 AA9978.The geoid height was determined by GEOID03.
 AA9978
 AA9978;                    North         East    Units  Estimated Accuracy
 AA9978;SPC AL E     -   233,880.      233,010.      MT  (+/- 180 meters Scaled)
 AA9978
 AA9978                          SUPERSEDED SURVEY CONTROL
 AA9978
 AA9978.No superseded survey control is available for this station.
 AA9978
 AA9978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB424089(NAD 83)
 AA9978_MARKER: DV = VERTICAL CONTROL DISK
 AA9978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9978_STAMPING: AGS 1 1942 RESET 1988
 AA9978_MARK LOGO: NGS   
 AA9978_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9978+STABILITY: SURFACE MOTION
 AA9978
 AA9978  HISTORY     - Date     Condition        Report By
 AA9978  HISTORY     - 1988     MONUMENTED       ALHD
 AA9978
 AA9978                          STATION DESCRIPTION
 AA9978
 AA9978'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1988 (WJR)
 AA9978'THE STATION IS LOCATED IN AUBURN NEAR THE INTERSECTION OF NORTH
 AA9978'COLLEGE STREET AND WEST GLENN AVENUE. THE STATION IS ABOUT 120 FT
 AA9978'(36.6 M) SOUTH OF THE CORNER OF NORTH COLLEGE STREET AND WEST GLENN
 AA9978'AVE, 8.7 FT (2.7 M) EAST OF THE CENTER OF THE SIDEWALK, 7.5 FT (2.3 M)
 AA9978'WEST OF THE WEST CURB OF NORTH COLLEGE STREET, AND 4.9 FT (1.5 M)
 AA9978'SOUTHWEST OF A LIGHT POLE. IT IS SET ON THE WEST SIDE OF A GRAVEL
 AA9978'JUNIPER BUSH BED ON THE SOUTH END OF A ISLAND BETWEEN TWO DRIVEWAYS TO
 AA9978'A GAS STATION OFF OF COLLEGE STREET AT THE CORNER OF WEST GLENN AVENUE
 AA9978'AND NORTH COLLEGE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2301 ***********************************************************************
 EE2301  DESIGNATION -  10 1
 EE2301  PID         -  EE2301
 EE2301  STATE/COUNTY-  AL/CHEROKEE
 EE2301  USGS QUAD   -  CENTRE (1986)
 EE2301
 EE2301                         *CURRENT SURVEY CONTROL
 EE2301  ___________________________________________________________________
 EE2301* NAD 83(1992)-  34 08 17.61097(N)    085 44 38.35983(W)     ADJUSTED  
 EE2301* NAVD 88     -       187.9    (meters)     616.     (feet)  VERTCON   
 EE2301  ___________________________________________________________________
 EE2301  X           -     392,201.531 (meters)                     COMP
 EE2301  Y           -  -5,270,227.424 (meters)                     COMP
 EE2301  Z           -   3,559,236.582 (meters)                     COMP
 EE2301  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 EE2301  ELLIP HEIGHT-         158.94  (meters)          (07/29/02) GPS OBS
 EE2301  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE2301
 EE2301  HORZ ORDER  -  FIRST
 EE2301  ELLP ORDER  -  FOURTH    CLASS I
 EE2301
 EE2301.The horizontal coordinates were established by GPS observations
 EE2301.and adjusted by the National Geodetic Survey in December 1992..
 EE2301
 EE2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2301
 EE2301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2301
 EE2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2301
 EE2301.The ellipsoidal height was determined by GPS observations
 EE2301.and is referenced to NAD 83.
 EE2301
 EE2301.The geoid height was determined by GEOID03.
 EE2301
 EE2301;                    North         East     Units Scale Factor Converg.
 EE2301;SPC AL E     -   403,439.626   208,240.350   MT  0.99996084   +0 03 00.5
 EE2301;UTM  16      - 3,778,194.690   615,805.158   MT  0.99976531   +0 42 17.8
 EE2301
 EE2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2301!SPC AL E     -   0.99997505  x   0.99996084  =   0.99993589
 EE2301!UTM  16      -   0.99997505  x   0.99976531  =   0.99974037
 EE2301
 EE2301:                Primary Azimuth Mark                     Grid Az
 EE2301:SPC AL E     -  10 2                                     015 18 11.9
 EE2301:UTM  16      -  10 2                                     014 38 54.6
 EE2301
 EE2301|---------------------------------------------------------------------|
 EE2301| PID    Reference Object                     Distance      Geod. Az  |
 EE2301|                                                           dddmmss.s |
 EE2301| EE2302 10 2                                APPROX. 0.5 KM 0152112.4 |
 EE2301|---------------------------------------------------------------------|
 EE2301
 EE2301                          SUPERSEDED SURVEY CONTROL
 EE2301
 EE2301  ELLIP H (12/04/92)  159.01   (m)                       GP(       ) 4 1
 EE2301  NAD 83(1992)-  34 08 17.62049(N)    085 44 38.36784(W) AD(       ) 1
 EE2301  NGVD 29 (12/04/92)  187.8    (m)          616.     (f) GPS OBS        
 EE2301
 EE2301.Superseded values are not recommended for survey control.
 EE2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2301.See file dsdata.txt to determine how the superseded data were derived.
 EE2301
 EE2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1580578195(NAD 83)
 EE2301_MARKER: DD = SURVEY DISK
 EE2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2301_SP_SET: CONCRETE POST
 EE2301_STAMPING: 10 - 1 1990
 EE2301_MARK LOGO: ALHD  
 EE2301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2301+STABILITY: SURFACE MOTION
 EE2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2301+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EE2301
 EE2301  HISTORY     - Date     Condition        Report By
 EE2301  HISTORY     - 1990     MONUMENTED       ALHD
 EE2301
 EE2301                          STATION DESCRIPTION
 EE2301
 EE2301'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2301'THE STATION IS LOCATED IN CHEROKEE COUNTY ON THE NORTH RIGHT OF WAY OF
 EE2301'CHEROKEE COUNTY ROAD NO. 20, ABOUT 6.12 KM (3.80 MI) WEST - SOUTHWEST
 EE2301'OF CENTRE AND ABOUT 4.67 KM (2.90 MI) SOUTH - SOUTHEAST OF LEESBURG.
 EE2301'TO REACH THE STATION FROM THE JUNCTION OF U. S. 411 AND CHEROKEE
 EE2301'COUNTY ROAD NO. 7, ABOUT 1.29 KM (0.80 MI) EAST OF LEESBURG, MILE
 EE2301'POST 236.85 ON U. S. 411, DRIVE SOUTH ON CHEROKEE COUNTY ROAD NO. 7
 EE2301'4.59 KM (2.85 MI) TO A PAVED CROSS ROAD WITH CHEROKEE COUNTY ROAD NO.
 EE2301'20, TURN LEFT ON CHEROKEE COUNTY ROAD NO. 20 AND DRIVE EAST 1.61 KM
 EE2301'(1.00 MI) TO THE STATION ON THE LEFT.
 EE2301'THE STATION IS 9.66 M (31.69 FT) NORTH OF THE CENTERLINE OF CHEROKEE
 EE2301'COUNTY ROAD NO. 20, 26.46 M (86.81 FT) NORTHWEST OF A POWER POLE
 EE2301'ACROSS THE ROAD, AND SET FLUSH WITH THE GROUND.
 EE2301'STATION 10 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2917 ***********************************************************************
 AA2917  DESIGNATION -  10 10
 AA2917  PID         -  AA2917
 AA2917  STATE/COUNTY-  AL/CHEROKEE
 AA2917  USGS QUAD   -  PIEDMONT NW (1983)
 AA2917
 AA2917                         *CURRENT SURVEY CONTROL
 AA2917  ___________________________________________________________________
 AA2917* NAD 83(1992)-  33 58 53.57286(N)    085 42 40.77528(W)     ADJUSTED  
 AA2917* NAVD 88     -       186.0    (meters)     610.     (feet)  VERTCON   
 AA2917  ___________________________________________________________________
 AA2917  X           -     395,933.624 (meters)                     COMP
 AA2917  Y           -  -5,279,707.797 (meters)                     COMP
 AA2917  Z           -   3,544,837.350 (meters)                     COMP
 AA2917  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AA2917  ELLIP HEIGHT-         157.07  (meters)          (07/29/02) GPS OBS
 AA2917  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA2917
 AA2917  HORZ ORDER  -  FIRST
 AA2917  ELLP ORDER  -  FOURTH    CLASS I
 AA2917
 AA2917.The horizontal coordinates were established by GPS observations
 AA2917.and adjusted by the National Geodetic Survey in March 1995..
 AA2917
 AA2917.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2917
 AA2917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2917
 AA2917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2917
 AA2917.The ellipsoidal height was determined by GPS observations
 AA2917.and is referenced to NAD 83.
 AA2917
 AA2917.The geoid height was determined by GEOID03.
 AA2917
 AA2917;                    North         East     Units Scale Factor Converg.
 AA2917;SPC AL E     -   386,064.240   211,273.567   MT  0.99996157   +0 04 05.5
 AA2917;UTM  16      - 3,760,858.344   619,035.730   MT  0.99977467   +0 43 13.3
 AA2917
 AA2917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2917!SPC AL E     -   0.99997534  x   0.99996157  =   0.99993691
 AA2917!UTM  16      -   0.99997534  x   0.99977467  =   0.99975002
 AA2917
 AA2917:                Primary Azimuth Mark                     Grid Az
 AA2917:SPC AL E     -  10 9                                     184 49 00.9
 AA2917:UTM  16      -  10 9                                     184 09 53.1
 AA2917
 AA2917|---------------------------------------------------------------------|
 AA2917| PID    Reference Object                     Distance      Geod. Az  |
 AA2917|                                                           dddmmss.s |
 AA2917| AA2916 10 9                                434.836 METERS 1845306.4 |
 AA2917|---------------------------------------------------------------------|
 AA2917
 AA2917                          SUPERSEDED SURVEY CONTROL
 AA2917
 AA2917  ELLIP H (03/30/95)  157.15   (m)                       GP(       ) 4 2
 AA2917  NGVD 29 (03/30/95)  185.9    (m)          610.     (f) GPS OBS        
 AA2917
 AA2917.Superseded values are not recommended for survey control.
 AA2917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2917.See file dsdata.txt to determine how the superseded data were derived.
 AA2917
 AA2917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1903660858(NAD 83)
 AA2917_MARKER: DD = SURVEY DISK
 AA2917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2917_SP_SET: CONCRETE POST
 AA2917_STAMPING: 10-10 1993
 AA2917_MARK LOGO: ALHD  
 AA2917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2917+STABILITY: SURFACE MOTION
 AA2917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2917+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2917
 AA2917  HISTORY     - Date     Condition        Report By
 AA2917  HISTORY     - 1993     MONUMENTED       ALHD
 AA2917
 AA2917                          STATION DESCRIPTION
 AA2917
 AA2917'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2917'THE STATION IS IN CHEROKEE COUNTY ON THE EAST RIGHT OF WAY OF CHEROKEE
 AA2917'COUNTY ROAD 19 ABOUT 11.80 MI (18.99 KM) SOUTH OF CENTRE AND ABOUT
 AA2917'17.50 MI (28.16 KM) SOUTH-SOUTHWEST OF CEDAR BLUFF. TO REACH THE
 AA2917'STATION FROM THE JUNCTION OF U.S. 411 AND AL 9 (MILEPOST 241.80 ON
 AA2917'U.S. 411 AND MILEPOST 258.84 ON AL 9) IN CENTRE, DRIVE SOUTH ON AL 9
 AA2917'FOR 0.50 MI (0.80 KM) TO MILEPOST 258.35 AND CHEROKEE COUNTY ROAD 71
 AA2917'RIGHT. TURN RIGHT ON CHEROKEE COUNTY ROAD 71 AND DRIVE SOUTH AND
 AA2917'SOUTHWEST FOR 2.15 MI (3.46 KM) TO A T-INTERSECTION WITH CHEROKEE
 AA2917'COUNTY ROAD 71 STRAIGHT AND CHEROKEE COUNTY ROAD 19 LEFT. TURN LEFT ON
 AA2917'CHEROKEE COUNTY ROAD 19 AND DRIVE SOUTH FOR 10.35 MI (16.66 KM) TO THE
 AA2917'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF A
 AA2917'SIX STRAND BARBED WIRE FENCE ON RUSTY METAL POSTS AND OLD TREATED WOOD
 AA2917'POSTS, 37.2 FT (11.3 M) EAST OF THE CENTERLINE OF CHEROKEE COUNTY ROAD
 AA2917'19, 107.7 FT (32.8 M) NORTH OF THE NORTH POST OF AN ALUMINUM GATE
 AA2917'LEADING INTO A PASTURE, 123.7 FT (37.7 M) NORTH OF AN ALUMINUM GATE
 AA2917'LEADING INTO A PASTURE, 130.4 FT (39.7 M) NORTHEAST OF THE NORTH POST
 AA2917'OF A BARBED WIRE GATE ACROSS THE ROAD, 3.3 FT (1.0 M) WEST OF A
 AA2917'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-9
 AA2917'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2918 ***********************************************************************
 AA2918  DESIGNATION -  10 11
 AA2918  PID         -  AA2918
 AA2918  STATE/COUNTY-  AL/CHEROKEE
 AA2918  USGS QUAD   -  WEISNER MOUNTAIN (1986)
 AA2918
 AA2918                         *CURRENT SURVEY CONTROL
 AA2918  ___________________________________________________________________
 AA2918* NAD 83(1992)-  34 04 42.09127(N)    085 40 43.33199(W)     ADJUSTED  
 AA2918* NAVD 88     -       185.5    (meters)     609.     (feet)  VERTCON   
 AA2918  ___________________________________________________________________
 AA2918  X           -     398,486.865 (meters)                     COMP
 AA2918  Y           -  -5,273,488.444 (meters)                     COMP
 AA2918  Z           -   3,553,736.770 (meters)                     COMP
 AA2918  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AA2918  ELLIP HEIGHT-         156.54  (meters)          (07/29/02) GPS OBS
 AA2918  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA2918
 AA2918  HORZ ORDER  -  FIRST
 AA2918  ELLP ORDER  -  FOURTH    CLASS I
 AA2918
 AA2918.The horizontal coordinates were established by GPS observations
 AA2918.and adjusted by the National Geodetic Survey in March 1995..
 AA2918
 AA2918.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2918
 AA2918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2918
 AA2918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2918
 AA2918.The ellipsoidal height was determined by GPS observations
 AA2918.and is referenced to NAD 83.
 AA2918
 AA2918.The geoid height was determined by GEOID03.
 AA2918
 AA2918;                    North         East     Units Scale Factor Converg.
 AA2918;SPC AL E     -   396,806.416   214,271.765   MT  0.99996251   +0 05 11.9
 AA2918;UTM  16      - 3,771,632.018   621,910.783   MT  0.99978321   +0 44 25.6
 AA2918
 AA2918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2918!SPC AL E     -   0.99997543  x   0.99996251  =   0.99993794
 AA2918!UTM  16      -   0.99997543  x   0.99978321  =   0.99975864
 AA2918
 AA2918                          SUPERSEDED SURVEY CONTROL
 AA2918
 AA2918  ELLIP H (03/30/95)  156.62   (m)                       GP(       ) 4 2
 AA2918  NGVD 29 (03/30/95)  185.4    (m)          608.     (f) GPS OBS        
 AA2918
 AA2918.Superseded values are not recommended for survey control.
 AA2918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2918.See file dsdata.txt to determine how the superseded data were derived.
 AA2918
 AA2918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2191171632(NAD 83)
 AA2918_MARKER: DD = SURVEY DISK
 AA2918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2918_SP_SET: CONCRETE POST
 AA2918_STAMPING: 10-11 1993
 AA2918_MARK LOGO: ALHD  
 AA2918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2918+STABILITY: SURFACE MOTION
 AA2918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2918+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2918
 AA2918  HISTORY     - Date     Condition        Report By
 AA2918  HISTORY     - 1993     MONUMENTED       ALHD
 AA2918
 AA2918                          STATION DESCRIPTION
 AA2918
 AA2918'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2918'THE STATION IS IN CHEROKEE COUNTY ON THE EAST RIGHT OF WAY OF CHEROKEE
 AA2918'COUNTY ROAD 19 ABOUT 5.10 MI (8.21 KM) SOUTH OF CENTRE AND ABOUT 10.70
 AA2918'MI (17.22 KM) SOUTH-SOUTHWEST OF CEDAR BLUFF. TO REACH THE STATION
 AA2918'FROM THE JUNCTION OF U.S. 411 AND AL 9 (MILEPOST 241.80 ON U.S.411 AND
 AA2918'MILEPOST 258.84 ON AL 9) IN CENTRE, DRIVE SOUTH ON AL 9 FOR 0.50 MI
 AA2918'(0.80 KM) TO MILEPOST 258.35 AND CHEROKEE COUNTY ROAD 71 RIGHT, TURN
 AA2918'RIGHT ON CHEROKEE COUNTY ROAD 71 AND DRIVE SOUTH AND SOUTHWEST FOR
 AA2918'2.15 MI (3.46 KM) TO A T-INTERSECTION WITH CHEROKEE COUNTY ROAD 71
 AA2918'STRAIGHT AND CHEROKEE COUNTY ROAD 19 LEFT. TURN LEFT ON CHEROKEE
 AA2918'COUNTY ROAD 19 AND DRIVE SOUTH FOR 2.90 MI (4.67 KM) TO THE STATION ON
 AA2918'THE LEFT. THE STATION IS 7.5 FT (2.3 M) SOUTH-SOUTHEAST OF THE EAST
 AA2918'POST OF A KENNETH HINKLE LIVESTOCK COMPANY SIGN, 9.3 FT (2.8 M)
 AA2918'NORTH-NORTHEAST OF THE CENTER OF A FOUR FOOT SQUARE BROWN METAL WATER
 AA2918'METER BOX, 9.9 FT (3.0 M) SOUTH-SOUTHEAST OF THE WEST POST OF A
 AA2918'KENNETH HINKLE LIVESTOCK COMPANY SIGN, 22.8 FT (6.9 M) NORTH OF THE
 AA2918'CENTER OF A GRAVEL DRIVEWAY, 36.6 FT (11.2 M) NORTH OF A TELEPHONE
 AA2918'CABLE PEDESTAL (C 39 L 1), 40.8 FT (12.4 M) EAST-SOUTHEAST OF THE
 AA2918'CENTER OF CHEROKEE COUNTY ROAD 19, 85.0 FT (25.9 M) SOUTH-SOUTHEAST OF
 AA2918'THE CENTER OF A GRAVEL DRIVEWAY ACROSS CHEROKEE COUNTY ROAD 19, 93.5
 AA2918'FT (28.5 M) WEST-NORTHWEST OF AN ANGLE POWER POLE WITH TWO GUY WIRES,
 AA2918'2.1 FT (0.6 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2918'GROUND. STATION 10-12 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2919 ***********************************************************************
 AA2919  DESIGNATION -  10 12
 AA2919  PID         -  AA2919
 AA2919  STATE/COUNTY-  AL/CHEROKEE
 AA2919  USGS QUAD   -  WEISNER MOUNTAIN (1986)
 AA2919
 AA2919                         *CURRENT SURVEY CONTROL
 AA2919  ___________________________________________________________________
 AA2919* NAD 83(1992)-  34 05 06.87764(N)    085 40 37.84583(W)     ADJUSTED  
 AA2919* NAVD 88     -       181.5    (meters)     595.     (feet)  VERTCON   
 AA2919  ___________________________________________________________________
 AA2919  X           -     398,594.618 (meters)                     COMP
 AA2919  Y           -  -5,273,047.775 (meters)                     COMP
 AA2919  Z           -   3,554,367.088 (meters)                     COMP
 AA2919  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AA2919  ELLIP HEIGHT-         152.54  (meters)          (07/29/02) GPS OBS
 AA2919  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA2919
 AA2919  HORZ ORDER  -  FIRST
 AA2919  ELLP ORDER  -  FOURTH    CLASS I
 AA2919
 AA2919.The horizontal coordinates were established by GPS observations
 AA2919.and adjusted by the National Geodetic Survey in March 1995..
 AA2919
 AA2919.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2919
 AA2919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2919
 AA2919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2919
 AA2919.The ellipsoidal height was determined by GPS observations
 AA2919.and is referenced to NAD 83.
 AA2919
 AA2919.The geoid height was determined by GEOID03.
 AA2919
 AA2919;                    North         East     Units Scale Factor Converg.
 AA2919;SPC AL E     -   397,570.322   214,411.252   MT  0.99996256   +0 05 15.0
 AA2919;UTM  16      - 3,772,397.329   622,041.520   MT  0.99978360   +0 44 29.2
 AA2919
 AA2919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2919!SPC AL E     -   0.99997605  x   0.99996256  =   0.99993862
 AA2919!UTM  16      -   0.99997605  x   0.99978360  =   0.99975966
 AA2919
 AA2919                          SUPERSEDED SURVEY CONTROL
 AA2919
 AA2919  ELLIP H (03/30/95)  152.62   (m)                       GP(       ) 4 2
 AA2919  NGVD 29 (03/30/95)  181.4    (m)          595.     (f) GPS OBS        
 AA2919
 AA2919.Superseded values are not recommended for survey control.
 AA2919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2919.See file dsdata.txt to determine how the superseded data were derived.
 AA2919
 AA2919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2204272397(NAD 83)
 AA2919_MARKER: DD = SURVEY DISK
 AA2919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2919_SP_SET: CONCRETE POST
 AA2919_STAMPING: 10-12 1993
 AA2919_MARK LOGO: ALHD  
 AA2919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2919+STABILITY: SURFACE MOTION
 AA2919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2919+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2919
 AA2919  HISTORY     - Date     Condition        Report By
 AA2919  HISTORY     - 1993     MONUMENTED       ALHD
 AA2919
 AA2919                          STATION DESCRIPTION
 AA2919
 AA2919'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2919'THE STATION IS IN CHEROKEE COUNTY ON THE WEST RIGHT OF WAY OF CHEROKEE
 AA2919'COUNTY ROAD 19 ABOUT 4.55 MI (7.32 KM) SOUTH OF CENTRE AND ABOUT 10.20
 AA2919'MI (16.41 KM) SOUTH-SOUTHWEST OF CEDAR BLUFF. TO REACH THE STATION
 AA2919'FROM THE JUNCTION OF U.S. 411 AND AL 9 (MILEPOST 241.80 ON U.S. 411
 AA2919'AND MILEPOST 258.84 ON AL 9) IN CENTRE, DRIVE SOUTH ON AL 9 FOR 0.50
 AA2919'MI (0.80 KM) TO MILEPOST 258.35 AND CHEROKEE COUNTY ROAD 71 RIGHT,
 AA2919'TURN RIGHT ON CHEROKEE COUNTY ROAD 71 AND DRIVE SOUTH AND SOUTHWEST
 AA2919'FOR 2.15 MI (3.46 KM) TO A T-INTERSECTION WITH CHEROKEE COUNTY ROAD 71
 AA2919'STRAIGHT AHEAD AND CHEROKEE COUNTY ROAD 19 LEFT. TURN LEFT ON CHEROKEE
 AA2919'COUNTY ROAD 19 AND DRIVE SOUTH FOR 2.40 MI (3.86 KM) TO CHEROKEE
 AA2919'COUNTY ROAD 55 (GRAVEL ROAD) ON THE RIGHT AND THE STATION ON THE
 AA2919'RIGHT. THE STATION IS 12.7 FT (3.9 M) NORTH-NORTHWEST OF THE TOP OF
 AA2919'THE NORTH END OF AN EIGHTEEN-INCH CONCRETE DRAINAGE PIPE UNDER
 AA2919'CHEROKEE COUNTY ROAD 55, 22.4 FT (6.8 M) SOUTH-SOUTHWEST OF A
 AA2919'TELEPHONE CABLE PEDESTAL (CA2), 24.4 FT (7.4 M) WEST-NORTHWEST OF THE
 AA2919'CENTER OF CHEROKEE COUNTY ROAD 19, 32.0 FT (9.8 M) NORTH OF THE CENTER
 AA2919'OF CHEROKEE COUNTY ROAD 55, 50.7 FT (15.5 M) NORTH OF THE TOP OF THE
 AA2919'SOUTH END OF AN EIGHTEEN-INCH CONCRETE DRAINAGE PIPE UNDER CHEROKEE
 AA2919'COUNTY ROAD 55, 58.0 FT (17.7 M) NORTH-NORTHEAST OF A STOP AND
 AA2919'CHEROKEE COUNTY ROAD 55 SIGN ACROSS CHEROKEE COUNTY ROAD 55, 68.5 FT
 AA2919'(20.9 M) NORTHWEST OF A JUNCTION POWER POLE WITH ONE GUY WIRE ACROSS
 AA2919'CHEROKEE COUNTY ROAD 19, 71.7 FT (21.9 M) NORTH-NORTHEAST OF A
 AA2919'TELEPHONE CABLE PEDESTAL (C 37)ACROSS CHEROKEE COUNTY ROAD 55, 2.3 FT
 AA2919'(0.7 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2919'GROUND. STATION 10-11 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2920 ***********************************************************************
 AA2920  DESIGNATION -  10 13
 AA2920  PID         -  AA2920
 AA2920  STATE/COUNTY-  AL/CHEROKEE
 AA2920  USGS QUAD   -  ELLISVILLE (1986)
 AA2920
 AA2920                         *CURRENT SURVEY CONTROL
 AA2920  ___________________________________________________________________
 AA2920* NAD 83(1992)-  34 05 13.33424(N)    085 33 47.05689(W)     ADJUSTED  
 AA2920* NAVD 88     -       185.0    (meters)     607.     (feet)  VERTCON   
 AA2920  ___________________________________________________________________
 AA2920  X           -     409,087.020 (meters)                     COMP
 AA2920  Y           -  -5,272,135.277 (meters)                     COMP
 AA2920  Z           -   3,554,533.856 (meters)                     COMP
 AA2920  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AA2920  ELLIP HEIGHT-         156.11  (meters)          (07/29/02) GPS OBS
 AA2920  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AA2920
 AA2920  HORZ ORDER  -  FIRST
 AA2920  ELLP ORDER  -  FOURTH    CLASS I
 AA2920
 AA2920.The horizontal coordinates were established by GPS observations
 AA2920.and adjusted by the National Geodetic Survey in March 1995..
 AA2920
 AA2920.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2920
 AA2920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2920
 AA2920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2920
 AA2920.The ellipsoidal height was determined by GPS observations
 AA2920.and is referenced to NAD 83.
 AA2920
 AA2920.The geoid height was determined by GEOID03.
 AA2920
 AA2920;                    North         East     Units Scale Factor Converg.
 AA2920;SPC AL E     -   397,791.219   224,941.638   MT  0.99996767   +0 09 05.3
 AA2920;UTM  16      - 3,772,738.342   632,566.962   MT  0.99981664   +0 48 19.6
 AA2920
 AA2920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2920!SPC AL E     -   0.99997549  x   0.99996767  =   0.99994316
 AA2920!UTM  16      -   0.99997549  x   0.99981664  =   0.99979214
 AA2920
 AA2920                          SUPERSEDED SURVEY CONTROL
 AA2920
 AA2920  ELLIP H (03/30/95)  156.18   (m)                       GP(       ) 4 2
 AA2920  NGVD 29 (03/30/95)  185.0    (m)          607.     (f) GPS OBS        
 AA2920
 AA2920.Superseded values are not recommended for survey control.
 AA2920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2920.See file dsdata.txt to determine how the superseded data were derived.
 AA2920
 AA2920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3256772738(NAD 83)
 AA2920_MARKER: DD = SURVEY DISK
 AA2920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2920_SP_SET: CONCRETE POST
 AA2920_STAMPING: 10-13 1993
 AA2920_MARK LOGO: ALHD  
 AA2920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2920+STABILITY: SURFACE MOTION
 AA2920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2920+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2920
 AA2920  HISTORY     - Date     Condition        Report By
 AA2920  HISTORY     - 1993     MONUMENTED       ALHD
 AA2920
 AA2920                          STATION DESCRIPTION
 AA2920
 AA2920'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2920'THE STATION IS IN CHEROKEE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2920'CHEROKEE COUNTY ROAD 34 ABOUT 7.95 MI (12.79 KM) SOUTHEAST OF CENTRE
 AA2920'AND ABOUT 9.55 MI (15.37 KM) SOUTH OF CEDAR BLUFF. TO REACH THE
 AA2920'STATION FROM THE JUNCTION OF U.S. 411 AND AL 9 (MILEPOST 241.80 ON
 AA2920'U.S. 411 AND MILEPOST 258.84 ON AL 9) IN CENTRE, DRIVE SOUTHEAST AND
 AA2920'EAST ON U.S. 411 FOR 6.30 MI (10.14 KM) TO MILEPOST 248.10 AND
 AA2920'CHEROKEE COUNTY ROAD 31 RIGHT, TURN RIGHT ON CHEROKEE COUNTY ROAD 31
 AA2920'AND DRIVE SOUTH FOR 1.05 MI (1.69 KM) TO A T-INTERSECTION WITH
 AA2920'CHEROKEE COUNTY ROAD 31 STRAIGHT AND CHEROKEE COUNTY ROAD 34 LEFT.
 AA2920'TURN LEFT ON CHEROKEE COUNTY ROAD 34 AND DRIVE EAST FOR 1.30 MI (2.09
 AA2920'KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF
 AA2920'A FIVE STRAND BARBED WIRE FENCE ON GREEN METAL POSTS WITH WHITE TOPS,
 AA2920'7.5 FT (2.3 M) SOUTHEAST OF THE EAST POST OF A BLUE METAL GATE IN THE
 AA2920'FENCELINE, 24.4 FT (7.4 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 AA2920'CHEROKEE COUNTY ROAD 34, 24.7 FT (7.5 M) EAST-SOUTHEAST OF THE WEST
 AA2920'POST OF A BLUE METAL GATE IN THE FENCELINE, 3.1 FT (0.9 M) SOUTH OF A
 AA2920'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-14
 AA2920'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2921 ***********************************************************************
 AA2921  DESIGNATION -  10 14
 AA2921  PID         -  AA2921
 AA2921  STATE/COUNTY-  AL/CHEROKEE
 AA2921  USGS QUAD   -  ELLISVILLE (1986)
 AA2921
 AA2921                         *CURRENT SURVEY CONTROL
 AA2921  ___________________________________________________________________
 AA2921* NAD 83(1992)-  34 05 13.11506(N)    085 33 20.29113(W)     ADJUSTED  
 AA2921* NAVD 88     -       185.3    (meters)     608.     (feet)  VERTCON   
 AA2921  ___________________________________________________________________
 AA2921  X           -     409,771.460 (meters)                     COMP
 AA2921  Y           -  -5,272,086.136 (meters)                     COMP
 AA2921  Z           -   3,554,528.408 (meters)                     COMP
 AA2921  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA2921  ELLIP HEIGHT-         156.37  (meters)          (07/29/02) GPS OBS
 AA2921  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AA2921
 AA2921  HORZ ORDER  -  FIRST
 AA2921  ELLP ORDER  -  FOURTH    CLASS I
 AA2921
 AA2921.The horizontal coordinates were established by GPS observations
 AA2921.and adjusted by the National Geodetic Survey in March 1995..
 AA2921
 AA2921.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2921
 AA2921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2921
 AA2921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2921
 AA2921.The ellipsoidal height was determined by GPS observations
 AA2921.and is referenced to NAD 83.
 AA2921
 AA2921.The geoid height was determined by GEOID03.
 AA2921
 AA2921;                    North         East     Units Scale Factor Converg.
 AA2921;SPC AL E     -   397,786.305   225,627.805   MT  0.99996809   +0 09 20.3
 AA2921;UTM  16      - 3,772,741.259   633,253.038   MT  0.99981888   +0 48 34.6
 AA2921
 AA2921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2921!SPC AL E     -   0.99997545  x   0.99996809  =   0.99994354
 AA2921!UTM  16      -   0.99997545  x   0.99981888  =   0.99979434
 AA2921
 AA2921                          SUPERSEDED SURVEY CONTROL
 AA2921
 AA2921  ELLIP H (03/30/95)  156.43   (m)                       GP(       ) 4 2
 AA2921  NGVD 29 (03/30/95)  185.2    (m)          608.     (f) GPS OBS        
 AA2921
 AA2921.Superseded values are not recommended for survey control.
 AA2921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2921.See file dsdata.txt to determine how the superseded data were derived.
 AA2921
 AA2921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3325372741(NAD 83)
 AA2921_MARKER: DD = SURVEY DISK
 AA2921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2921_SP_SET: CONCRETE POST
 AA2921_STAMPING: 10-14 1993
 AA2921_MARK LOGO: ALHD  
 AA2921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2921+STABILITY: SURFACE MOTION
 AA2921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2921+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2921
 AA2921  HISTORY     - Date     Condition        Report By
 AA2921  HISTORY     - 1993     MONUMENTED       ALHD
 AA2921
 AA2921                          STATION DESCRIPTION
 AA2921
 AA2921'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2921'THE STATION IS IN CHEROKEE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2921'CHEROKEE COUNTY ROAD 34 ABOUT 8.35 MI (13.44 KM) SOUTHEAST OF CENTRE
 AA2921'AND ABOUT 9.70 MI (15.61 KM) SOUTH OF CEDAR BLUFF. TO REACH THE
 AA2921'STATION FROM THE JUNCTION OF U.S. 411 AND AL 9 (MILEPOST 241.80 ON
 AA2921'U.S. 411 AND MILEPOST 258.84 ON AL 9) IN CENTRE, DRIVE SOUTHEAST AND
 AA2921'EAST ON U.S. 411 FOR 6.30 MI (10.14 KM) TO MILEPOST 248.10 AND
 AA2921'CHEROKEE COUNTY ROAD 31 RIGHT, TURN RIGHT ON CHEROKEE COUNTY ROAD 31
 AA2921'AND DRIVE SOUTH FOR 1.05 MI (1.69 KM) TO A T-INTERSECTION WITH
 AA2921'CHEROKEE COUNTY ROAD 31 STRAIGHT AND CHEROKEE COUNTY ROAD 34 LEFT.
 AA2921'TURN LEFT ON CHEROKEE COUNTY ROAD 34 AND DRIVE EAST FOR 1.75 MI (2.82
 AA2921'KM) TO THE STATION ON THE LEFT ACROSS THE ROAD FROM THIRTEEN CHICKEN
 AA2921'HOUSES. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED
 AA2921'WIRE FENCE ON GREEN METAL POSTS WITH WHITE TOPS, 31.5 FT (9.6 M) NORTH
 AA2921'OF THE CENTER OF CHEROKEE COUNTY ROAD 34, 100.0 FT (30.5 M)
 AA2921'EAST-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO THIRTEEN
 AA2921'CHICKEN HOUSES ACROSS THE ROAD, 104.2 FT (31.8 M) NORTHWEST OF A POWER
 AA2921'POLE WITH A NIGHT LIGHT ACROSS THE ROAD, 137.8 FT (42.0 M) WEST OF A
 AA2921'JUNCTION POWER POLE WITH ONE TRANSFORMER, 3.1 FT (0.9 M) SOUTH OF A
 AA2921'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-13
 AA2921'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2922 ***********************************************************************
 AA2922  DESIGNATION -  10 15
 AA2922  PID         -  AA2922
 AA2922  STATE/COUNTY-  AL/CHEROKEE
 AA2922  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 AA2922
 AA2922                         *CURRENT SURVEY CONTROL
 AA2922  ___________________________________________________________________
 AA2922* NAD 83(1992)-  34 05 14.85631(N)    085 27 13.16104(W)     ADJUSTED  
 AA2922* NAVD 88     -       222.2    (meters)     729.     (feet)  VERTCON   
 AA2922  ___________________________________________________________________
 AA2922  X           -     419,154.616 (meters)                     COMP
 AA2922  Y           -  -5,271,348.948 (meters)                     COMP
 AA2922  Z           -   3,554,593.541 (meters)                     COMP
 AA2922  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AA2922  ELLIP HEIGHT-         193.30  (meters)          (07/29/02) GPS OBS
 AA2922  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA2922
 AA2922  HORZ ORDER  -  FIRST
 AA2922  ELLP ORDER  -  FOURTH    CLASS I
 AA2922
 AA2922.The horizontal coordinates were established by GPS observations
 AA2922.and adjusted by the National Geodetic Survey in March 1995..
 AA2922
 AA2922.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2922
 AA2922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2922
 AA2922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2922
 AA2922.The ellipsoidal height was determined by GPS observations
 AA2922.and is referenced to NAD 83.
 AA2922
 AA2922.The geoid height was determined by GEOID03.
 AA2922
 AA2922;                    North         East     Units Scale Factor Converg.
 AA2922;SPC AL E     -   397,870.214   235,039.129   MT  0.99997513   +0 12 46.1
 AA2922;UTM  16      - 3,772,932.559   642,661.504   MT  0.99985089   +0 52 00.5
 AA2922
 AA2922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2922!SPC AL E     -   0.99996966  x   0.99997513  =   0.99994479
 AA2922!UTM  16      -   0.99996966  x   0.99985089  =   0.99982055
 AA2922
 AA2922                          SUPERSEDED SURVEY CONTROL
 AA2922
 AA2922  ELLIP H (03/30/95)  193.36   (m)                       GP(       ) 4 2
 AA2922  NGVD 29 (03/30/95)  222.2    (m)          729.     (f) GPS OBS        
 AA2922
 AA2922.Superseded values are not recommended for survey control.
 AA2922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2922.See file dsdata.txt to determine how the superseded data were derived.
 AA2922
 AA2922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4266272933(NAD 83)
 AA2922_MARKER: DD = SURVEY DISK
 AA2922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2922_SP_SET: CONCRETE POST
 AA2922_STAMPING: 10-15 1993
 AA2922_MARK LOGO: ALHD  
 AA2922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2922+STABILITY: SURFACE MOTION
 AA2922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2922+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2922
 AA2922  HISTORY     - Date     Condition        Report By
 AA2922  HISTORY     - 1993     MONUMENTED       ALHD
 AA2922
 AA2922                          STATION DESCRIPTION
 AA2922
 AA2922'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2922'THE STATION IS IN CHEROKEE COUNTY ON THE NORTH RIGHT OF WAY OF U.S.
 AA2922'411 ABOUT 13.65 MI (21.97 KM) EAST-SOUTHEAST OF CENTRE AND ABOUT 12.75
 AA2922'MI (20.52 KM) SOUTHEAST OF CEDAR BLUFF. TO REACH THE STATION FROM THE
 AA2922'JUNCTION OF AL 9 AND U.S. 411 (MILEPOST 258.84 ON AL 9 AND MILEPOST
 AA2922'241.80 ON U.S. 411) IN CENTRE, DRIVE SOUTHEAST AND EAST ON U.S. 411
 AA2922'FOR 13.95 MI (22.45 KM) TO MILEPOST 255.75 AND THE STATION ON THE
 AA2922'LEFT. THE STATION IS 36.8 FT (11.2 M) NORTH OF THE CENTERLINE OF U.S.
 AA2922'411, 136.5 FT (41.6 M) EAST OF A POWER POLE, 191.5 FT (58.4 M) EAST OF
 AA2922'A FOUR FOOT REFLECTOR POST, 194.1 FT (59.2 M) EAST OF THE MIDDLE OF
 AA2922'THE TOP OF THE NORTH END OF A DRAINAGE CULVERT UNDER U.S. 411, 200.1
 AA2922'FT (61.0 M) EAST-NORTHEAST OF THE MIDDLE OF THE TOP OF THE SOUTH END
 AA2922'OF A DRAINAGE CULVERT UNDER U.S. 411, 1.7 FT (0.5 M) SOUTH OF A
 AA2922'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-16
 AA2922'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2923 ***********************************************************************
 AA2923  DESIGNATION -  10 16
 AA2923  PID         -  AA2923
 AA2923  STATE/COUNTY-  AL/CHEROKEE
 AA2923  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 AA2923
 AA2923                         *CURRENT SURVEY CONTROL
 AA2923  ___________________________________________________________________
 AA2923* NAD 83(1992)-  34 05 13.26967(N)    085 26 42.78408(W)     ADJUSTED  
 AA2923* NAVD 88     -       222.6    (meters)     730.     (feet)  VERTCON   
 AA2923  ___________________________________________________________________
 AA2923  X           -     419,933.134 (meters)                     COMP
 AA2923  Y           -  -5,271,314.797 (meters)                     COMP
 AA2923  Z           -   3,554,553.270 (meters)                     COMP
 AA2923  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AA2923  ELLIP HEIGHT-         193.69  (meters)          (07/29/02) GPS OBS
 AA2923  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA2923
 AA2923  HORZ ORDER  -  FIRST
 AA2923  ELLP ORDER  -  FOURTH    CLASS I
 AA2923
 AA2923.The horizontal coordinates were established by GPS observations
 AA2923.and adjusted by the National Geodetic Survey in March 1995..
 AA2923
 AA2923.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2923
 AA2923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2923
 AA2923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2923
 AA2923.The ellipsoidal height was determined by GPS observations
 AA2923.and is referenced to NAD 83.
 AA2923
 AA2923.The geoid height was determined by GEOID03.
 AA2923
 AA2923;                    North         East     Units Scale Factor Converg.
 AA2923;SPC AL E     -   397,824.252   235,818.037   MT  0.99997581   +0 13 03.1
 AA2923;UTM  16      - 3,772,895.495   643,440.790   MT  0.99985363   +0 52 17.5
 AA2923
 AA2923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2923!SPC AL E     -   0.99996959  x   0.99997581  =   0.99994541
 AA2923!UTM  16      -   0.99996959  x   0.99985363  =   0.99982323
 AA2923
 AA2923                          SUPERSEDED SURVEY CONTROL
 AA2923
 AA2923  ELLIP H (03/30/95)  193.75   (m)                       GP(       ) 4 2
 AA2923  NGVD 29 (03/30/95)  222.6    (m)          730.     (f) GPS OBS        
 AA2923
 AA2923.Superseded values are not recommended for survey control.
 AA2923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2923.See file dsdata.txt to determine how the superseded data were derived.
 AA2923
 AA2923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4344172895(NAD 83)
 AA2923_MARKER: DD = SURVEY DISK
 AA2923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2923_SP_SET: CONCRETE POST
 AA2923_STAMPING: 10-16 1993
 AA2923_MARK LOGO: ALHD  
 AA2923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2923+STABILITY: SURFACE MOTION
 AA2923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2923+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2923
 AA2923  HISTORY     - Date     Condition        Report By
 AA2923  HISTORY     - 1993     MONUMENTED       ALHD
 AA2923
 AA2923                          STATION DESCRIPTION
 AA2923
 AA2923'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2923'THE STATION IS IN CHEROKEE COUNTY ON THE SOUTH RIGHT OF WAY OF U.S.
 AA2923'411 ABOUT 14.15 MI (22.77 KM) EAST-SOUTHEAST OF CENTRE AND ABOUT 13.15
 AA2923'MI (21.16 KM) SOUTHEAST OF CEDAR BLUFF. TO REACH THE STATION FROM THE
 AA2923'JUNCTION OF AL 9 AND U.S. 411 (MILEPOST 258.84 ON AL 9 AND MILEPOST
 AA2923'241.80 ON U.S. 411) IN CENTRE, DRIVE SOUTHEAST AND EAST ON U.S. 411
 AA2923'FOR 14.45 MI (23.25 KM) TO MILEPOST 256.25 AND THE STATION ON THE
 AA2923'RIGHT. THE STATION IS 33.5 FT (10.2 M) SOUTH OF THE CENTERLINE OF U.S.
 AA2923'411, 102.0 FT (31.1 M) SOUTH-SOUTHWEST OF A POWER POLE ACROSS THE
 AA2923'ROAD, 226.8 FT (69.1 M) WEST OF A GRAPHIC RIGHT CURVE SIGN, 1.9 FT
 AA2923'(0.6 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2923'GROUND. STATION 10-15 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATI0N.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2924 ***********************************************************************
 AA2924  DESIGNATION -  10 17
 AA2924  PID         -  AA2924
 AA2924  STATE/COUNTY-  AL/CHEROKEE
 AA2924  USGS QUAD   -  CENTRE (1986)
 AA2924
 AA2924                         *CURRENT SURVEY CONTROL
 AA2924  ___________________________________________________________________
 AA2924* NAD 83(1992)-  34 09 58.08898(N)    085 39 38.65969(W)     ADJUSTED  
 AA2924* NAVD 88     -       185.8    (meters)     610.     (feet)  VERTCON   
 AA2924  ___________________________________________________________________
 AA2924  X           -     399,727.050 (meters)                     COMP
 AA2924  Y           -  -5,267,917.173 (meters)                     COMP
 AA2924  Z           -   3,561,797.567 (meters)                     COMP
 AA2924  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA2924  ELLIP HEIGHT-         156.88  (meters)          (07/29/02) GPS OBS
 AA2924  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA2924
 AA2924  HORZ ORDER  -  FIRST
 AA2924  ELLP ORDER  -  FOURTH    CLASS I
 AA2924
 AA2924.The horizontal coordinates were established by GPS observations
 AA2924.and adjusted by the National Geodetic Survey in March 1995..
 AA2924
 AA2924.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2924
 AA2924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2924
 AA2924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2924
 AA2924.The ellipsoidal height was determined by GPS observations
 AA2924.and is referenced to NAD 83.
 AA2924
 AA2924.The geoid height was determined by GEOID03.
 AA2924
 AA2924;                    North         East     Units Scale Factor Converg.
 AA2924;SPC AL E     -   406,545.340   215,913.372   MT  0.99996312   +0 05 48.9
 AA2924;UTM  16      - 3,781,387.330   623,440.757   MT  0.99978783   +0 45 08.0
 AA2924
 AA2924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2924!SPC AL E     -   0.99997537  x   0.99996312  =   0.99993849
 AA2924!UTM  16      -   0.99997537  x   0.99978783  =   0.99976321
 AA2924
 AA2924:                Primary Azimuth Mark                     Grid Az
 AA2924:SPC AL E     -  10 18                                    044 55 28.1
 AA2924:UTM  16      -  10 18                                    044 16 09.0
 AA2924
 AA2924|---------------------------------------------------------------------|
 AA2924| PID    Reference Object                     Distance      Geod. Az  |
 AA2924|                                                           dddmmss.s |
 AA2924| AA2925 10 18                               447.837 METERS 0450117.0 |
 AA2924|---------------------------------------------------------------------|
 AA2924
 AA2924                          SUPERSEDED SURVEY CONTROL
 AA2924
 AA2924  ELLIP H (03/30/95)  156.95   (m)                       GP(       ) 4 2
 AA2924  NGVD 29 (03/30/95)  185.8    (m)          610.     (f) GPS OBS        
 AA2924
 AA2924.Superseded values are not recommended for survey control.
 AA2924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2924.See file dsdata.txt to determine how the superseded data were derived.
 AA2924
 AA2924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2344181387(NAD 83)
 AA2924_MARKER: DD = SURVEY DISK
 AA2924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2924_SP_SET: CONCRETE POST
 AA2924_STAMPING: 10-17 1993
 AA2924_MARK LOGO: ALHD  
 AA2924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2924+STABILITY: SURFACE MOTION
 AA2924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2924+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 AA2924
 AA2924  HISTORY     - Date     Condition        Report By
 AA2924  HISTORY     - 1993     MONUMENTED       ALHD
 AA2924  HISTORY     - 20010816 GOOD             ALHD
 AA2924
 AA2924                          STATION DESCRIPTION
 AA2924
 AA2924'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2924'THE STATION IS IN CHEROKEE COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL
 AA2924'9 AND AL 68 IN CENTRE. TO REACH THE STATION FROM THE JUNCTION OF AL 9
 AA2924'AND U.S. 411 (MILEPOST 258.84 ON AL 9 AND MILEPOST 241.80 ON U.S. 411)
 AA2924'IN CENTRE, DRIVE NORTH ON AL 9 FOR 0.90 MI (1.45 KM) TO MILEPOST
 AA2924'259.74 AND AL 68 LEFT AND RIGHT, TURN RIGHT ON AL 9 NORTH AND AL 68
 AA2924'EAST AND DRIVE FOR 0.50 MI (0.80 KM) TO MILEPOST 260.25 AND THE
 AA2924'STATION ON THE LEFT IN FRONT OF CHEROKEE COUNTY NURSING HOME. THE
 AA2924'STATION IS 15.5 FT (4.7 M) SOUTHEAST OF THE CURB OF A PARKING LOT FOR
 AA2924'CHEROKEE COUNTY NURSING HOME, 27.1 FT (8.3 M) WEST OF A CHEROKEE
 AA2924'COUNTY HIGH SCHOOL LEFT SIGN, 41.7 FT (12.7 M) NORTHWEST OF THE
 AA2924'CENTERLINE OF THE SOUTH BOUND LANES OF AL 9 AND AL 68, 52.7 FT (16.1
 AA2924'M) EAST-NORTHEAST OF A FIRE HYDRANT, 73.4 FT (22.4 M) NORTHEAST OF THE
 AA2924'NORTH OF TWO NO PARKING SIGNS, 85.2 FT (26.0 M) NORTHEAST OF THE SOUTH
 AA2924'OF TWO NO PARKING SIGNS, 88.5 FT (27.0 M) WEST-SOUTHWEST OF A ONE WAY
 AA2924'/ EXIT ONLY SIGN, 101.4 FT (30.9 M) NORTH-NORTHEAST OF A POWER AND
 AA2924'CABLE POLE WITH A NIGHT LIGHT, 2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE
 AA2924'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-18 1993 MAY BE
 AA2924'USED AS AN AZIMUTH FOR THIS STATION.
 AA2924
 AA2924                          STATION RECOVERY (2001)
 AA2924
 AA2924'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2924'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2925 ***********************************************************************
 AA2925  DESIGNATION -  10 18
 AA2925  PID         -  AA2925
 AA2925  STATE/COUNTY-  AL/CHEROKEE
 AA2925  USGS QUAD   -  CENTRE (1986)
 AA2925
 AA2925                         *CURRENT SURVEY CONTROL
 AA2925  ___________________________________________________________________
 AA2925* NAD 83(1992)-  34 10 08.36220(N)    085 39 26.29078(W)     ADJUSTED  
 AA2925* NAVD 88     -       182.3    (meters)     598.     (feet)  VERTCON   
 AA2925  ___________________________________________________________________
 AA2925  X           -     400,029.268 (meters)                     COMP
 AA2925  Y           -  -5,267,713.069 (meters)                     COMP
 AA2925  Z           -   3,562,057.539 (meters)                     COMP
 AA2925  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AA2925  ELLIP HEIGHT-         153.42  (meters)          (07/29/02) GPS OBS
 AA2925  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA2925
 AA2925  HORZ ORDER  -  FIRST
 AA2925  ELLP ORDER  -  FOURTH    CLASS I
 AA2925
 AA2925.The horizontal coordinates were established by GPS observations
 AA2925.and adjusted by the National Geodetic Survey in March 1995..
 AA2925
 AA2925.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2925
 AA2925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2925
 AA2925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2925
 AA2925.The ellipsoidal height was determined by GPS observations
 AA2925.and is referenced to NAD 83.
 AA2925
 AA2925.The geoid height was determined by GEOID03.
 AA2925
 AA2925;                    North         East     Units Scale Factor Converg.
 AA2925;SPC AL E     -   406,862.414   216,229.611   MT  0.99996325   +0 05 55.9
 AA2925;UTM  16      - 3,781,707.944   623,753.294   MT  0.99978878   +0 45 15.1
 AA2925
 AA2925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2925!SPC AL E     -   0.99997592  x   0.99996325  =   0.99993917
 AA2925!UTM  16      -   0.99997592  x   0.99978878  =   0.99976470
 AA2925
 AA2925:                Primary Azimuth Mark                     Grid Az
 AA2925:SPC AL E     -  10 17                                    224 55 28.0
 AA2925:UTM  16      -  10 17                                    224 16 08.8
 AA2925
 AA2925|---------------------------------------------------------------------|
 AA2925| PID    Reference Object                     Distance      Geod. Az  |
 AA2925|                                                           dddmmss.s |
 AA2925| AA2924 10 17                               447.837 METERS 2250123.9 |
 AA2925|---------------------------------------------------------------------|
 AA2925
 AA2925                          SUPERSEDED SURVEY CONTROL
 AA2925
 AA2925  ELLIP H (03/30/95)  153.49   (m)                       GP(       ) 4 2
 AA2925  NGVD 29 (03/30/95)  182.3    (m)          598.     (f) GPS OBS        
 AA2925
 AA2925.Superseded values are not recommended for survey control.
 AA2925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2925.See file dsdata.txt to determine how the superseded data were derived.
 AA2925
 AA2925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2375381708(NAD 83)
 AA2925_MARKER: DD = SURVEY DISK
 AA2925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2925_SP_SET: CONCRETE POST
 AA2925_STAMPING: 10-18 1993
 AA2925_MARK LOGO: ALHD  
 AA2925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2925+STABILITY: SURFACE MOTION
 AA2925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2925+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2925
 AA2925  HISTORY     - Date     Condition        Report By
 AA2925  HISTORY     - 1993     MONUMENTED       ALHD
 AA2925
 AA2925                          STATION DESCRIPTION
 AA2925
 AA2925'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2925'THE STATION IS IN CHEROKEE COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL
 AA2925'9 AND AL 68 IN CENTRE. TO REACH THE STATION FROM THE JUNCTION OF AL 9
 AA2925'AND U.S. 411 (MILEPOST 258.84 ON AL 9 AND MILEPOST 241.80 ON U.S. 411)
 AA2925'IN CENTRE, DRIVE NORTH ON AL 9 FOR 0.90 MI (1.45 KM) TO MILEPOST
 AA2925'259.74 AND AL 68 LEFT AND RIGHT. TURN RIGHT ON AL 68 AND AL 9 AND
 AA2925'DRIVE NORTHEAST FOR 0.75 MI (1.21 KM) TO MILEPOST 260.50 AND THE
 AA2925'STATION ON THE LEFT. THE STATION IS 59.1 FT (18.0 M) NORTHWEST OF THE
 AA2925'CENTERLINE OF THE SOUTH BOUND LANES OF AL 9 AND AL 68, 133.0 FT (40.5
 AA2925'M) NORTH-NORTHWEST OF A GRAPHIC RIGHT LANE ENDS SIGN ACROSS THE ROAD,
 AA2925'141.6 FT (43.2 M) WEST-SOUTHWEST OF A POWER POLE WITH A NIGHT LIGHT,
 AA2925'143.6 FT (43.8 M) WEST-SOUTHWEST OF THE TOP OF THE SOUTHWEST END OF A
 AA2925'FIFTEEN-INCH CONCRETE DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY LEADING TO
 AA2925'A WHITE WOOD FRAME HOUSE, 155.0 NORTH-NORTHWEST OF A POWER AND CABLE
 AA2925'POLE ACROSS THE ROAD, 156.7 FT (47.8 M) SOUTHWEST OF THE CENTER OF A
 AA2925'GRAVEL DRIVEWAY LEADING TO A WHITE WOOD FRAME HOUSE, 1.8 FT (0.5 M)
 AA2925'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2925'STATION 10-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2926 ***********************************************************************
 AA2926  DESIGNATION -  10 19
 AA2926  PID         -  AA2926
 AA2926  STATE/COUNTY-  AL/CHEROKEE
 AA2926  USGS QUAD   -  CEDAR BLUFF (1986)
 AA2926
 AA2926                         *CURRENT SURVEY CONTROL
 AA2926  ___________________________________________________________________
 AA2926* NAD 83(1992)-  34 09 58.62041(N)    085 34 00.85453(W)     ADJUSTED  
 AA2926* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 AA2926  ___________________________________________________________________
 AA2926  X           -     408,352.648 (meters)                     COMP
 AA2926  Y           -  -5,267,239.145 (meters)                     COMP
 AA2926  Z           -   3,561,806.247 (meters)                     COMP
 AA2926  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AA2926  ELLIP HEIGHT-         148.21  (meters)          (07/29/02) GPS OBS
 AA2926  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA2926
 AA2926  HORZ ORDER  -  FIRST
 AA2926  ELLP ORDER  -  FOURTH    CLASS I
 AA2926
 AA2926.The horizontal coordinates were established by GPS observations
 AA2926.and adjusted by the National Geodetic Survey in March 1995..
 AA2926
 AA2926.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2926
 AA2926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2926
 AA2926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2926
 AA2926.The ellipsoidal height was determined by GPS observations
 AA2926.and is referenced to NAD 83.
 AA2926
 AA2926.The geoid height was determined by GEOID03.
 AA2926
 AA2926;                    North         East     Units Scale Factor Converg.
 AA2926;SPC AL E     -   406,580.329   224,564.999   MT  0.99996744   +0 08 58.7
 AA2926;UTM  16      - 3,781,521.242   632,090.001   MT  0.99981508   +0 48 17.8
 AA2926
 AA2926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2926!SPC AL E     -   0.99997673  x   0.99996744  =   0.99994418
 AA2926!UTM  16      -   0.99997673  x   0.99981508  =   0.99979182
 AA2926
 AA2926:                Primary Azimuth Mark                     Grid Az
 AA2926:SPC AL E     -  10 20                                    056 45 26.9
 AA2926:UTM  16      -  10 20                                    056 06 07.8
 AA2926
 AA2926|---------------------------------------------------------------------|
 AA2926| PID    Reference Object                     Distance      Geod. Az  |
 AA2926|                                                           dddmmss.s |
 AA2926| AA2927 10 20                               APPROX. 0.5 KM 0565425.6 |
 AA2926|---------------------------------------------------------------------|
 AA2926
 AA2926                          SUPERSEDED SURVEY CONTROL
 AA2926
 AA2926  ELLIP H (03/30/95)  148.28   (m)                       GP(       ) 4 2
 AA2926  NGVD 29 (03/30/95)  177.1    (m)          581.     (f) GPS OBS        
 AA2926
 AA2926.Superseded values are not recommended for survey control.
 AA2926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2926.See file dsdata.txt to determine how the superseded data were derived.
 AA2926
 AA2926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3209081521(NAD 83)
 AA2926_MARKER: DD = SURVEY DISK
 AA2926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2926_SP_SET: CONCRETE POST
 AA2926_STAMPING: 10-19 1993
 AA2926_MARK LOGO: ALHD  
 AA2926_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2926+STABILITY: SURFACE MOTION
 AA2926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2926+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2926
 AA2926  HISTORY     - Date     Condition        Report By
 AA2926  HISTORY     - 1993     MONUMENTED       ALHD
 AA2926
 AA2926                          STATION DESCRIPTION
 AA2926
 AA2926'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2926'THE STATION IS IN CHEROKEE COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 AA2926'CHEROKEE COUNTY ROAD 22 ABOUT 6.50 MI (10.46 KM) EAST OF CENTRE AND
 AA2926'ABOUT 4.45 MI (7.16 KM) SOUTHEAST OF CEDAR BLUFF. TO REACH THE STATION
 AA2926'FROM THE JUNCTION OF AL 9 AND U.S. 411 (MILEPOST 258.84 ON AL 9 AND
 AA2926'MILEPOST 241.80 ON U.S. 411) IN CENTRE, DRIVE SOUTHEAST AND EAST ON
 AA2926'U.S. 411 FOR 6.35 MI (10.22 KM) TO MILEPOST 248.15 AND CHEROKEE COUNTY
 AA2926'ROAD 31 LEFT, TURN LEFT ON CHEROKEE COUNTY ROAD 31 AND DRIVE NORTH FOR
 AA2926'1.90 MI (3.06 KM) TO A FOUR WAY STOP WITH CHEROKEE COUNTY ROAD 22 LEFT
 AA2926'AND STRAIGHT AND CHEROKEE COUNTY ROAD 16 RIGHT, CONTINUE NORTH ON
 AA2926'CHEROKEE COUNTY ROAD 22 FOR 2.10 MI (3.38 KM) TO ANOTHER FOUR WAY STOP
 AA2926'WITH A DEAD END LEFT, CHEROKEE COUNTY ROAD 22 RIGHT, AND CHEROKEE
 AA2926'COUNTY ROAD 31 STRAIGHT AHEAD, TURN RIGHT ON CHEROKEE COUNTY ROAD 22
 AA2926'AND DRIVE NORTHEAST FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.
 AA2926'THE STATION IS 27.0 FT (8.2 M) NORTHWEST OF THE CENTERLINE OF CHEROKEE
 AA2926'COUNTY ROAD 22, 114.0 FT (34.7 M) SOUTHWEST OF A JUNCTION POWER POLE
 AA2926'WITH ONE GUY WIRE, 114.2 FT (34.8 M) SOUTHWEST OF A STOP / COUNTY ROAD
 AA2926'22 J SIGN, 1.7 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST AND
 AA2926'SET FLUSH WITH THE GROUND. STATION 10-20 1993 MAY BE USED AS AN
 AA2926'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2302 ***********************************************************************
 EE2302  DESIGNATION -  10 2
 EE2302  PID         -  EE2302
 EE2302  STATE/COUNTY-  AL/CHEROKEE
 EE2302  USGS QUAD   -  CENTRE (1986)
 EE2302
 EE2302                         *CURRENT SURVEY CONTROL
 EE2302  ___________________________________________________________________
 EE2302* NAD 83(1992)-  34 08 33.39530(N)    085 44 33.14741(W)     ADJUSTED  
 EE2302* NAVD 88     -       189.4    (meters)     621.     (feet)  VERTCON   
 EE2302  ___________________________________________________________________
 EE2302  X           -     392,314.543 (meters)                     COMP
 EE2302  Y           -  -5,269,946.575 (meters)                     COMP
 EE2302  Z           -   3,559,639.994 (meters)                     COMP
 EE2302  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 EE2302  ELLIP HEIGHT-         160.48  (meters)          (07/29/02) GPS OBS
 EE2302  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE2302
 EE2302  HORZ ORDER  -  FIRST
 EE2302  ELLP ORDER  -  FOURTH    CLASS I
 EE2302
 EE2302.The horizontal coordinates were established by GPS observations
 EE2302.and adjusted by the National Geodetic Survey in December 1992..
 EE2302
 EE2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2302
 EE2302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2302
 EE2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2302
 EE2302.The ellipsoidal height was determined by GPS observations
 EE2302.and is referenced to NAD 83.
 EE2302
 EE2302.The geoid height was determined by GEOID03.
 EE2302
 EE2302;                    North         East     Units Scale Factor Converg.
 EE2302;SPC AL E     -   403,926.079   208,373.458   MT  0.99996086   +0 03 03.4
 EE2302;UTM  16      - 3,778,682.537   615,932.674   MT  0.99976568   +0 42 21.0
 EE2302
 EE2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2302!SPC AL E     -   0.99997481  x   0.99996086  =   0.99993567
 EE2302!UTM  16      -   0.99997481  x   0.99976568  =   0.99974049
 EE2302
 EE2302:                Primary Azimuth Mark                     Grid Az
 EE2302:SPC AL E     -  10 1                                     195 18 11.9
 EE2302:UTM  16      -  10 1                                     194 38 54.3
 EE2302
 EE2302|---------------------------------------------------------------------|
 EE2302| PID    Reference Object                     Distance      Geod. Az  |
 EE2302|                                                           dddmmss.s |
 EE2302| EE2301 10 1                                APPROX. 0.5 KM 1952115.3 |
 EE2302|---------------------------------------------------------------------|
 EE2302
 EE2302                          SUPERSEDED SURVEY CONTROL
 EE2302
 EE2302  ELLIP H (12/04/92)  160.55   (m)                       GP(       ) 4 1
 EE2302  NAD 83(1992)-  34 08 33.40483(N)    085 44 33.15542(W) AD(       ) 1
 EE2302  NGVD 29 (12/04/92)  189.4    (m)          621.     (f) GPS OBS        
 EE2302
 EE2302.Superseded values are not recommended for survey control.
 EE2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2302.See file dsdata.txt to determine how the superseded data were derived.
 EE2302
 EE2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1593378683(NAD 83)
 EE2302_MARKER: DD = SURVEY DISK
 EE2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2302_SP_SET: CONCRETE POST
 EE2302_STAMPING: 10 - 2 1990
 EE2302_MARK LOGO: ALHD  
 EE2302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2302+STABILITY: SURFACE MOTION
 EE2302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2302+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990
 EE2302
 EE2302  HISTORY     - Date     Condition        Report By
 EE2302  HISTORY     - 1990     MONUMENTED       ALHD
 EE2302  HISTORY     - 19900515 GOOD             ALHD
 EE2302
 EE2302                          STATION DESCRIPTION
 EE2302
 EE2302'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2302'THE STATION IS LOCATED IN CHEROKEE COUNTY ON THE NORTH RIGHT OF WAY OF
 EE2302'CHEROKEE COUNTY ROAD NO. 20, ABOUT 5.79 KM (3.60 MI) WEST - SOUTHWEST
 EE2302'OF CENTRE AND ABOUT 4.35 KM (2.70 MI) SOUTH - SOUTHEAST OF LEESBURG.
 EE2302'TO REACH THE STATION FROM THE JUNCTION OF U. S. 411 AND CHEROKEE
 EE2302'COUNTY ROAD NO. 7, ABOUT 1.29 KM (0.80 MI) EAST OF LEESBURG, MILE
 EE2302'POST 236.85 ON U. S. 411, DRIVE SOUTH ON CHEROKEE COUNTY ROAD NO. 7
 EE2302'4.59 KM (2.85 MI) TO A PAVED CROSS ROAD WITH CHEROKEE COUNTY ROAD NO.
 EE2302'20, TURN LEFT ON CHEROKEE COUNTY ROAD NO. 20 AND DRIVE EAST 1.69 KM
 EE2302'(1.05 MI) TO CHEROKEE COUNTY ROAD NO. 37 ON THE LEFT, TURN LEFT ON
 EE2302'CHEROKEE COUNTY ROAD NO. 37 AND DRIVE NORTH 0.30 MILE TO CHEROKEE
 EE2302'COUNTY ROAD NO. 150 ON THE RIGHT AND THE STATION IN THE SOUTHEAST
 EE2302'QUADRANT OF THE INTERSECTION.
 EE2302'THE STATION IS 8.23 M (27.00 FT) NORTHEAST OF THE CENTER OF CHEROKEE
 EE2302'COUNTY ROAD NO. 37, 11.89 M (39.01 FT) SOUTH - SOUTHEAST OF THE
 EE2302'CENTER OF CHEROKEE COUNTY ROAD NO. 150, 19.81 M (64.99 FT) SOUTH -
 EE2302'SOUTHEAST OF TELEPHONE CABLE PEDISTAL NO. B 16L 10 ACROSS CHEROKEE
 EE2302'COUNTY ROAD NO. 150, 29.84 M (97.90 FT) WEST OF JUNCTION POWER POLE
 EE2302'NO. 2306031, AND SET FLUSH WITH THE GROUND.
 EE2302'STATION 10 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2302
 EE2302                          STATION RECOVERY (1990)
 EE2302
 EE2302'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2302'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2927 ***********************************************************************
 AA2927  DESIGNATION -  10 20
 AA2927  PID         -  AA2927
 AA2927  STATE/COUNTY-  AL/CHEROKEE
 AA2927  USGS QUAD   -  CEDAR BLUFF (1986)
 AA2927
 AA2927                         *CURRENT SURVEY CONTROL
 AA2927  ___________________________________________________________________
 AA2927* NAD 83(1992)-  34 10 07.90019(N)    085 33 43.72332(W)     ADJUSTED  
 AA2927* NAVD 88     -       176.0    (meters)     577.     (feet)  VERTCON   
 AA2927  ___________________________________________________________________
 AA2927  X           -     408,777.614 (meters)                     COMP
 AA2927  Y           -  -5,267,044.147 (meters)                     COMP
 AA2927  Z           -   3,562,042.183 (meters)                     COMP
 AA2927  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA2927  ELLIP HEIGHT-         147.05  (meters)          (07/29/02) GPS OBS
 AA2927  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA2927
 AA2927  HORZ ORDER  -  FIRST
 AA2927  ELLP ORDER  -  FOURTH    CLASS I
 AA2927
 AA2927.The horizontal coordinates were established by GPS observations
 AA2927.and adjusted by the National Geodetic Survey in March 1995..
 AA2927
 AA2927.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2927
 AA2927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2927
 AA2927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2927
 AA2927.The ellipsoidal height was determined by GPS observations
 AA2927.and is referenced to NAD 83.
 AA2927
 AA2927.The geoid height was determined by GEOID03.
 AA2927
 AA2927;                    North         East     Units Scale Factor Converg.
 AA2927;SPC AL E     -   406,867.409   225,002.993   MT  0.99996770   +0 09 08.3
 AA2927;UTM  16      - 3,781,813.269   632,524.617   MT  0.99981649   +0 48 27.6
 AA2927
 AA2927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2927!SPC AL E     -   0.99997692  x   0.99996770  =   0.99994462
 AA2927!UTM  16      -   0.99997692  x   0.99981649  =   0.99979341
 AA2927
 AA2927:                Primary Azimuth Mark                     Grid Az
 AA2927:SPC AL E     -  10 19                                    236 45 26.9
 AA2927:UTM  16      -  10 19                                    236 06 07.6
 AA2927
 AA2927|---------------------------------------------------------------------|
 AA2927| PID    Reference Object                     Distance      Geod. Az  |
 AA2927|                                                           dddmmss.s |
 AA2927| AA2926 10 19                               APPROX. 0.5 KM 2365435.2 |
 AA2927|---------------------------------------------------------------------|
 AA2927
 AA2927                          SUPERSEDED SURVEY CONTROL
 AA2927
 AA2927  ELLIP H (03/30/95)  147.11   (m)                       GP(       ) 4 2
 AA2927  NGVD 29 (03/30/95)  175.9    (m)          577.     (f) GPS OBS        
 AA2927
 AA2927.Superseded values are not recommended for survey control.
 AA2927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2927.See file dsdata.txt to determine how the superseded data were derived.
 AA2927
 AA2927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3252581813(NAD 83)
 AA2927_MARKER: DD = SURVEY DISK
 AA2927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2927_SP_SET: CONCRETE POST
 AA2927_STAMPING: 10-20 1993
 AA2927_MARK LOGO: ALHD  
 AA2927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2927+STABILITY: SURFACE MOTION
 AA2927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2927+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2927
 AA2927  HISTORY     - Date     Condition        Report By
 AA2927  HISTORY     - 1993     MONUMENTED       ALHD
 AA2927
 AA2927                          STATION DESCRIPTION
 AA2927
 AA2927'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2927'THE STATION IS IN CHEROKEE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2927'CHEROKEE COUNTY ROAD 22 ABOUT 6.90 MI (11.10 KM) EAST OF CENTRE AND
 AA2927'ABOUT 4.50 MI (7.24 KM) SOUTHEAST OF CEDAR BLUFF. TO REACH THE STATION
 AA2927'FROM THE JUNCTION OF U.S. 411 AND AL 9 (MILEPOST 241.80 ON U.S. 411
 AA2927'AND MILEPOST 258.84 ON AL 9) IN CENTRE, DRIVE SOUTHEAST AND EAST ON
 AA2927'U.S. 411 FOR 6.35 MI (10.22 KM) TO MILEPOST 248.15 AND CHEROKEE COUNTY
 AA2927'ROAD 31 LEFT, TURN LEFT ON CHEROKEE COUNTY ROAD 31 AND DRIVE NORTH FOR
 AA2927'1.90 MI (3.06 KM) TO A FOUR WAY STOP WITH CHEROKEE COUNTY ROAD 22 LEFT
 AA2927'AND STRAIGHT AND CHEROKEE COUNTY ROAD 16 RIGHT, CONTINUE STRAIGHT
 AA2927'AHEAD ON CHEROKEE COUNTY ROAD 22 FOR 2.10 MI (3.38 KM) TO ANOTHER FOUR
 AA2927'WAY STOP WITH A DEAD END ROAD LEFT, CHEROKEE COUNTY ROAD 22 RIGHT, AND
 AA2927'CHEROKEE COUNTY ROAD 31 STRAIGHT AHEAD. TURN RIGHT ON CHEROKEE COUNTY
 AA2927'ROAD 22 AND DRIVE NORTHEAST FOR 0.70 MI (1.13 KM) TO THE STATION ON
 AA2927'THE RIGHT. THE STATION IS 19.0 FT (5.8 M) SOUTH-SOUTHEAST OF A STOP /
 AA2927'COUNTY ROAD 239 SIGN, 20.5 FT (6.2 M) EAST OF THE CENTER OF CHEROKEE
 AA2927'COUNTY ROAD 239, 25.2 FT (7.7 M) SOUTHEAST OF THE NORTHEAST END OF A
 AA2927'SIXTEEN-INCH CONCRETE DRAINAGE PIPE UNDER CHEROKEE COUNTY ROAD 239,
 AA2927'34.2 FT (10.4 M) EAST OF THE SOUTHWEST END OF A SIXTEEN-INCH CONCRETE
 AA2927'DRAINAGE PIPE UNDER CHEROKEE COUNTY ROAD 239, 39.8 FT (12.1 M) EAST OF
 AA2927'A BURIED WATER LINE WARNING SIGN ACROSS CHEROKEE COUNTY ROAD 239, 48.8
 AA2927'FT (14.9 M) SOUTHEAST OF THE CENTERLINE OF CHEROKEE COUNTY ROAD 22,
 AA2927'92.5 FT (28.2 M) SOUTHWEST OF A TELEPHONE CABLE PEDESTAL D22-L-8, 92.9
 AA2927'FT (28.3 M) SOUTHWEST OF A POWER POLE WITH A NIGHT LIGHT, 102.3 FT
 AA2927'(31.2 M) WEST-SOUTHWEST OF THE NORTHWEST END OF A BRICK MONUMENT WITH
 AA2927'ST MARK UNITED METHODIST CHURCH ON IT, 102.7 FT (31.3 M)
 AA2927'WEST-SOUTHWEST OF THE SOUTHWEST END OF A BRICK MONUMENT WITH ST MARK
 AA2927'UNITED METHODIST CHURCH ON IT, 112.4 FT (34.3 M) NORTH OF A BRICK
 AA2927'MAILBOX HOUSING, 1.9 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST AND
 AA2927'SET FLUSH WITH THE GROUND. STATION 10-19 1993 MAY BE USED AS AN
 AA2927'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2928 ***********************************************************************
 AA2928  DESIGNATION -  10 21
 AA2928  PID         -  AA2928
 AA2928  STATE/COUNTY-  AL/CHEROKEE
 AA2928  USGS QUAD   -  MELSON (1982)
 AA2928
 AA2928                         *CURRENT SURVEY CONTROL
 AA2928  ___________________________________________________________________
 AA2928* NAD 83(1992)-  34 10 13.83079(N)    085 27 57.73853(W)     ADJUSTED  
 AA2928* NAVD 88     -       175.4    (meters)     575.     (feet)  VERTCON   
 AA2928  ___________________________________________________________________
 AA2928  X           -     417,603.721 (meters)                     COMP
 AA2928  Y           -  -5,266,248.194 (meters)                     COMP
 AA2928  Z           -   3,562,193.003 (meters)                     COMP
 AA2928  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA2928  ELLIP HEIGHT-         146.38  (meters)          (07/29/02) GPS OBS
 AA2928  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA2928
 AA2928  HORZ ORDER  -  FIRST
 AA2928  ELLP ORDER  -  FOURTH    CLASS I
 AA2928
 AA2928.The horizontal coordinates were established by GPS observations
 AA2928.and adjusted by the National Geodetic Survey in March 1995..
 AA2928
 AA2928.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2928
 AA2928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2928
 AA2928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2928
 AA2928.The ellipsoidal height was determined by GPS observations
 AA2928.and is referenced to NAD 83.
 AA2928
 AA2928.The geoid height was determined by GEOID03.
 AA2928
 AA2928;                    North         East     Units Scale Factor Converg.
 AA2928;SPC AL E     -   407,077.869   233,863.239   MT  0.99997413   +0 12 22.7
 AA2928;UTM  16      - 3,782,125.018   641,380.641   MT  0.99984640   +0 51 42.1
 AA2928
 AA2928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2928!SPC AL E     -   0.99997702  x   0.99997413  =   0.99995115
 AA2928!UTM  16      -   0.99997702  x   0.99984640  =   0.99982343
 AA2928
 AA2928:                Primary Azimuth Mark                     Grid Az
 AA2928:SPC AL E     -  10 22                                    327 36 23.3
 AA2928:UTM  16      -  10 22                                    326 57 03.9
 AA2928
 AA2928|---------------------------------------------------------------------|
 AA2928| PID    Reference Object                     Distance      Geod. Az  |
 AA2928|                                                           dddmmss.s |
 AA2928| AA2929 10 22                               APPROX. 0.5 KM 3274846.0 |
 AA2928|---------------------------------------------------------------------|
 AA2928
 AA2928                          SUPERSEDED SURVEY CONTROL
 AA2928
 AA2928  ELLIP H (03/30/95)  146.44   (m)                       GP(       ) 4 2
 AA2928  NGVD 29 (03/30/95)  175.3    (m)          575.     (f) GPS OBS        
 AA2928
 AA2928.Superseded values are not recommended for survey control.
 AA2928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2928.See file dsdata.txt to determine how the superseded data were derived.
 AA2928
 AA2928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4138182125(NAD 83)
 AA2928_MARKER: DD = SURVEY DISK
 AA2928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2928_SP_SET: CONCRETE POST
 AA2928_STAMPING: 10-21 1993
 AA2928_MARK LOGO: ALHD  
 AA2928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2928+STABILITY: SURFACE MOTION
 AA2928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2928+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2928
 AA2928  HISTORY     - Date     Condition        Report By
 AA2928  HISTORY     - 1993     MONUMENTED       ALHD
 AA2928
 AA2928                          STATION DESCRIPTION
 AA2928
 AA2928'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2928'THE STATION IS IN CHEROKEE COUNTY ON THE SOUTH RIGHT OF WAY OF A PAVED
 AA2928'COUNTY ROAD ABOUT 12.25 MI (19.71 KM) EAST OF CENTRE AND ABOUT 8.85 MI
 AA2928'(14.24 KM) EAST-SOUTHEAST OF CEDAR BLUFF. TO REACH THE STATION FROM
 AA2928'THE JUNCTION OF AL 9 AND U.S. 411 (MILEPOST 258.84 ON AL 9 AND
 AA2928'MILEPOST 241.80 ON U.S. 411) IN CENTRE, DRIVE SOUTHEAST AND EAST ON
 AA2928'U.S. 411 FOR 11.05 MI (17.78 KM) TO MILEPOST 252.85 AND CHEROKEE
 AA2928'COUNTY ROAD 45 LEFT AND RIGHT. TURN LEFT ON CHEROKEE COUNTY ROAD 45
 AA2928'AND DRIVE NORTH FOR 5.20 MI (8.37 KM) TO A T-INTERSECTION WITH
 AA2928'CHEROKEE COUNTY ROAD 22 RIGHT AND STRAIGHT. TURN RIGHT ON CHEROKEE
 AA2928'COUNTY ROAD 22 AND DRIVE NORTHEAST FOR 1.30 MI (2.09 KM) TO ANOTHER
 AA2928'T-INTERSECTION WITH CHEROKEE COUNTY ROAD 22 STRAIGHT AND A PAVED
 AA2928'COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH
 AA2928'FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT. THE STATION IS 21.0
 AA2928'FT (6.4 M) SOUTH OF THE CENTER OF THE PAVED COUNTY ROAD, 73.0 FT (22.3
 AA2928'M) NORTHEAST OF AN ABANDONED TELEPHONE CONNECTION PEDESTAL, 83.7 FT
 AA2928'(25.5 M) WEST OF THE NORTH END OF A WOOD BOARD FENCE, 111.0 FT (33.8
 AA2928'M) WEST-SOUTHWEST OF THE CENTER OF A DIRT / GRAVEL DRIVEWAY ACROSS THE
 AA2928'ROAD, 120.7 FT (36.8 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY
 AA2928'LEADING TO A BLUE STORAGE BUILDING WITH A SHINGLE ROOF, 131.3 FT (40.0
 AA2928'M) NORTHEAST OF THE NORTHEAST CORNER OF A BLUE STORAGE BUILDING WITH A
 AA2928'SHINGLE ROOF, 137.5 FT (41.9 M) NORTHEAST OF THE SOUTHEAST CORNER OF A
 AA2928'BLUE STORAGE BUILDING WITH A SHINGLE ROOF, 166.7 FT (50.8 M) NORTHWEST
 AA2928'OF THE SOUTH END OF A WOOD BOARD FENCE, 2.0 FT (0.6 M) NORTH OF A
 AA2928'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-22
 AA2928'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2929 ***********************************************************************
 AA2929  DESIGNATION -  10 22
 AA2929  PID         -  AA2929
 AA2929  STATE/COUNTY-  AL/CHEROKEE
 AA2929  USGS QUAD   -  MELSON (1982)
 AA2929
 AA2929                         *CURRENT SURVEY CONTROL
 AA2929  ___________________________________________________________________
 AA2929* NAD 83(1992)-  34 10 27.68746(N)    085 28 08.23217(W)     ADJUSTED  
 AA2929* NAVD 88     -       176.4    (meters)     579.     (feet)  VERTCON   
 AA2929  ___________________________________________________________________
 AA2929  X           -     417,316.927 (meters)                     COMP
 AA2929  Y           -  -5,266,031.250 (meters)                     COMP
 AA2929  Z           -   3,562,546.864 (meters)                     COMP
 AA2929  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AA2929  ELLIP HEIGHT-         147.46  (meters)          (07/29/02) GPS OBS
 AA2929  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA2929
 AA2929  HORZ ORDER  -  FIRST
 AA2929  ELLP ORDER  -  FOURTH    CLASS I
 AA2929
 AA2929.The horizontal coordinates were established by GPS observations
 AA2929.and adjusted by the National Geodetic Survey in March 1995..
 AA2929
 AA2929.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2929
 AA2929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2929
 AA2929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2929
 AA2929.The ellipsoidal height was determined by GPS observations
 AA2929.and is referenced to NAD 83.
 AA2929
 AA2929.The geoid height was determined by GEOID03.
 AA2929
 AA2929;                    North         East     Units Scale Factor Converg.
 AA2929;SPC AL E     -   407,503.852   233,592.970   MT  0.99997391   +0 12 16.8
 AA2929;UTM  16      - 3,782,547.827   641,105.551   MT  0.99984544   +0 51 36.5
 AA2929
 AA2929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2929!SPC AL E     -   0.99997685  x   0.99997391  =   0.99995076
 AA2929!UTM  16      -   0.99997685  x   0.99984544  =   0.99982230
 AA2929
 AA2929:                Primary Azimuth Mark                     Grid Az
 AA2929:SPC AL E     -  10 21                                    147 36 23.3
 AA2929:UTM  16      -  10 21                                    146 57 03.6
 AA2929
 AA2929|---------------------------------------------------------------------|
 AA2929| PID    Reference Object                     Distance      Geod. Az  |
 AA2929|                                                           dddmmss.s |
 AA2929| AA2928 10 21                               APPROX. 0.5 KM 1474840.1 |
 AA2929|---------------------------------------------------------------------|
 AA2929
 AA2929                          SUPERSEDED SURVEY CONTROL
 AA2929
 AA2929  ELLIP H (03/30/95)  147.52   (m)                       GP(       ) 4 2
 AA2929  NGVD 29 (03/30/95)  176.4    (m)          579.     (f) GPS OBS        
 AA2929
 AA2929.Superseded values are not recommended for survey control.
 AA2929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2929.See file dsdata.txt to determine how the superseded data were derived.
 AA2929
 AA2929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4110682548(NAD 83)
 AA2929_MARKER: DD = SURVEY DISK
 AA2929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2929_SP_SET: CONCRETE POST
 AA2929_STAMPING: 10-22 1993
 AA2929_MARK LOGO: ALHD  
 AA2929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2929+STABILITY: SURFACE MOTION
 AA2929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2929+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2929
 AA2929  HISTORY     - Date     Condition        Report By
 AA2929  HISTORY     - 1993     MONUMENTED       ALHD
 AA2929
 AA2929                          STATION DESCRIPTION
 AA2929
 AA2929'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2929'THE STATION IS IN CHEROKEE COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA2929'COUNTY ROAD ABOUT 12.10 MI (19.47 KM) EAST OF CENTRE AND ABOUT 8.55 MI
 AA2929'(13.76 KM) EAST-SOUTHEAST OF CEDAR BLUFF. TO REACH THE STATION FROM
 AA2929'THE JUNCTION OF AL 9 AND U.S. 411 (MILEPOST 258.84 ON AL 9 AND
 AA2929'MILEPOST 241.80 ON U.S. 411) IN CENTRE, DRIVE SOUTHEAST AND EAST ON
 AA2929'U.S. 411 FOR 11.05 MI (17.78 KM) TO MILEPOST 252.85 AND CHEROKEE
 AA2929'COUNTY ROAD 45 LEFT AND RIGHT. TURN LEFT ON CHEROKEE COUNTY ROAD 45
 AA2929'AND DRIVE NORTH FOR 5.20 MI (8.37 KM) TO A T-INTERSECTION WITH
 AA2929'CHEROKEE COUNTY ROAD 22 RIGHT AND STRAIGHT. TURN RIGHT ON CHEROKEE
 AA2929'COUNTY ROAD 22 AND DRIVE NORTHEAST FOR 1.30 MI (2.09 KM) TO ANOTHER
 AA2929'T-INTERSECTION WITH CHEROKEE COUNTY ROAD 22 STRAIGHT AND A PAVED
 AA2929'COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH
 AA2929'FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT. THE STATION IS 26.6
 AA2929'FT (8.1 M) WEST-SOUTHWEST OF THE CENTER OF THE PAVED COUNTY ROAD,
 AA2929'127.9 FT (39.0 M) SOUTH-SOUTHEAST OF AN ANGLE POWER POLE WITH ONE GUY
 AA2929'WIRE, 320.0 FT (97.5 M) NORTHWEST OF AN ANGLE POWER POLE WITH ONE
 AA2929'TRANSFORMER, 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST AND SET
 AA2929'FLUSH WITH THE GROUND. STATION 10-21 1993 MAY BE USED AS AN AZIMUTH
 AA2929'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2930 ***********************************************************************
 AA2930  DESIGNATION -  10 23
 AA2930  PID         -  AA2930
 AA2930  STATE/COUNTY-  AL/CHEROKEE
 AA2930  USGS QUAD   -  LEESBURG (1986)
 AA2930
 AA2930                         *CURRENT SURVEY CONTROL
 AA2930  ___________________________________________________________________
 AA2930* NAD 83(1992)-  34 14 21.76470(N)    085 48 22.87251(W)     ADJUSTED  
 AA2930* NAVD 88     -       267.5    (meters)     878.     (feet)  VERTCON   
 AA2930  ___________________________________________________________________
 AA2930  X           -     386,008.561 (meters)                     COMP
 AA2930  Y           -  -5,264,428.613 (meters)                     COMP
 AA2930  Z           -   3,568,563.241 (meters)                     COMP
 AA2930  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AA2930  ELLIP HEIGHT-         238.71  (meters)          (07/29/02) GPS OBS
 AA2930  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AA2930
 AA2930  HORZ ORDER  -  FIRST
 AA2930  ELLP ORDER  -  FOURTH    CLASS I
 AA2930
 AA2930.The horizontal coordinates were established by GPS observations
 AA2930.and adjusted by the National Geodetic Survey in March 1995..
 AA2930
 AA2930.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2930
 AA2930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2930
 AA2930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2930
 AA2930.The ellipsoidal height was determined by GPS observations
 AA2930.and is referenced to NAD 83.
 AA2930
 AA2930.The geoid height was determined by GEOID03.
 AA2930
 AA2930;                    North         East     Units Scale Factor Converg.
 AA2930;SPC AL E     -   414,656.469   202,485.416   MT  0.99996008   +0 00 54.6
 AA2930;UTM  16      - 3,789,342.677   609,923.443   MT  0.99974894   +0 40 18.0
 AA2930
 AA2930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2930!SPC AL E     -   0.99996253  x   0.99996008  =   0.99992261
 AA2930!UTM  16      -   0.99996253  x   0.99974894  =   0.99971148
 AA2930
 AA2930                          SUPERSEDED SURVEY CONTROL
 AA2930
 AA2930  ELLIP H (03/30/95)  238.79   (m)                       GP(       ) 4 2
 AA2930  NGVD 29 (03/30/95)  267.5    (m)          878.     (f) GPS OBS        
 AA2930
 AA2930.Superseded values are not recommended for survey control.
 AA2930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2930.See file dsdata.txt to determine how the superseded data were derived.
 AA2930
 AA2930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0992389343(NAD 83)
 AA2930_MARKER: DD = SURVEY DISK
 AA2930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2930_SP_SET: CONCRETE POST
 AA2930_STAMPING: 10-23 1993
 AA2930_MARK LOGO: ALHD  
 AA2930_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2930+STABILITY: SURFACE MOTION
 AA2930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2930+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 AA2930
 AA2930  HISTORY     - Date     Condition        Report By
 AA2930  HISTORY     - 1993     MONUMENTED       ALHD
 AA2930  HISTORY     - 20010816 GOOD             ALHD
 AA2930
 AA2930                          STATION DESCRIPTION
 AA2930
 AA2930'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2930'THE STATION IS IN CHEROKEE COUNTY ON THE NORTH RIGHT OF WAY OF AL 68
 AA2930'ABOUT 9.35 MI (15.05 KM) NORTHWEST OF CENTRE AND ABOUT 11.30 MI (18.19
 AA2930'KM) WEST OF CEDAR BLUFF. TO REACH THE STATION FROM THE JUNCTION OF
 AA2930'U.S. 411 AND AL 68 WEST (MILEPOST 236.12 ON U.S. 411 AND MILEPOST
 AA2930'30.45 ON AL 68) IN LEESBURG, DRIVE NORTH AND NORTHWEST ON AL 68 FOR
 AA2930'5.95 MI (9.58 KM) TO MILEPOST 24.50 AND THE STATION ON THE RIGHT. THE
 AA2930'STATION IS 19.5 FT (5.9 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY TO
 AA2930'A JORDAN PROPANE LOADING AREA, 53.3 FT (16.2 M) NORTH OF THE
 AA2930'CENTERLINE OF AL 68, 99.0 FT (30.2 M) SOUTH OF A SECURITY LIGHT POLE,
 AA2930'101.0 FT (30.8 M) SOUTH OF THE SOUTHEAST CORNER OF A SIX FOOT CHAIN
 AA2930'LINK FENCE AROUND THE JORDAN PROPANE LOADING AREA, 156.0 FT (47.5 M)
 AA2930'SOUTHEAST OF THE SOUTHWEST CORNER OF A SIX FOOT CHAIN LINK FENCE
 AA2930'AROUND THE JORDAN PROPANE LOADING AREA, 161.0 FT (49.1 M) SOUTH OF A
 AA2930'POWER AND CABLE POLE WITH TWO TRANSFORMERS, 1.7 FT (0.5 M) SOUTH OF A
 AA2930'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-24
 AA2930'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2930
 AA2930                          STATION RECOVERY (2001)
 AA2930
 AA2930'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2930'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2931 ***********************************************************************
 AA2931  DESIGNATION -  10 24
 AA2931  PID         -  AA2931
 AA2931  STATE/COUNTY-  AL/CHEROKEE
 AA2931  USGS QUAD   -  LEESBURG (1986)
 AA2931
 AA2931                         *CURRENT SURVEY CONTROL
 AA2931  ___________________________________________________________________
 AA2931* NAD 83(1992)-  34 14 15.03723(N)    085 47 55.69929(W)     ADJUSTED  
 AA2931* NAVD 88     -       267.4    (meters)     877.     (feet)  VERTCON   
 AA2931  ___________________________________________________________________
 AA2931  X           -     386,710.625 (meters)                     COMP
 AA2931  Y           -  -5,264,493.897 (meters)                     COMP
 AA2931  Z           -   3,568,391.769 (meters)                     COMP
 AA2931  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AA2931  ELLIP HEIGHT-         238.54  (meters)          (07/29/02) GPS OBS
 AA2931  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AA2931
 AA2931  HORZ ORDER  -  FIRST
 AA2931  ELLP ORDER  -  FOURTH    CLASS I
 AA2931
 AA2931.The horizontal coordinates were established by GPS observations
 AA2931.and adjusted by the National Geodetic Survey in March 1995..
 AA2931
 AA2931.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2931
 AA2931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2931
 AA2931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2931
 AA2931.The ellipsoidal height was determined by GPS observations
 AA2931.and is referenced to NAD 83.
 AA2931
 AA2931.The geoid height was determined by GEOID03.
 AA2931
 AA2931;                    North         East     Units Scale Factor Converg.
 AA2931;SPC AL E     -   414,449.394   203,180.827   MT  0.99996012   +0 01 09.9
 AA2931;UTM  16      - 3,789,143.625   610,621.035   MT  0.99975084   +0 40 33.2
 AA2931
 AA2931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2931!SPC AL E     -   0.99996256  x   0.99996012  =   0.99992268
 AA2931!UTM  16      -   0.99996256  x   0.99975084  =   0.99971340
 AA2931
 AA2931                          SUPERSEDED SURVEY CONTROL
 AA2931
 AA2931  ELLIP H (03/30/95)  238.62   (m)                       GP(       ) 4 2
 AA2931  NGVD 29 (03/30/95)  267.4    (m)          877.     (f) GPS OBS        
 AA2931
 AA2931.Superseded values are not recommended for survey control.
 AA2931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2931.See file dsdata.txt to determine how the superseded data were derived.
 AA2931
 AA2931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1062189144(NAD 83)
 AA2931_MARKER: DD = SURVEY DISK
 AA2931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2931_SP_SET: CONCRETE POST
 AA2931_STAMPING: 10-24 1993
 AA2931_MARK LOGO: ALHD  
 AA2931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2931+STABILITY: SURFACE MOTION
 AA2931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2931+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 AA2931
 AA2931  HISTORY     - Date     Condition        Report By
 AA2931  HISTORY     - 1993     MONUMENTED       ALHD
 AA2931  HISTORY     - 20010816 GOOD             ALHD
 AA2931
 AA2931                          STATION DESCRIPTION
 AA2931
 AA2931'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2931'THE STATION IS IN CHEROKEE COUNTY ON THE NORTH RIGHT OF WAY OF AL 68
 AA2931'ABOUT 8.90 MI (14.32 KM) NORTHWEST OF CENTRE AND ABOUT 10.85 MI (17.46
 AA2931'KM) WEST OF CEDAR BLUFF. TO REACH THE STATION FROM THE JUNCTION OF
 AA2931'U.S. 411 AND AL 68 WEST (MILEPOST 236.12 ON U.S. 411 AND MILEPOST
 AA2931'30.45 ON AL 68) IN LEESBURG, DRIVE NORTH AND NORTHWEST ON AL 68 FOR
 AA2931'5.50 MI (8.85 KM) TO MILEPOST 24.95 AND THE STATION ON THE RIGHT. THE
 AA2931'STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A WOOD POST FENCE WITH
 AA2931'FOUR STRANDS OF BARBED WIRE, 58.6 FT (17.9 M) NORTH OF THE CENTERLINE
 AA2931'OF AL 68, 141.0 FT (43.0 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF
 AA2931'THE REMAINS OF AN ABANDONED BLOCK BUILDING ACROSS THE ROAD, 146.7 FT
 AA2931'(44.7 M) NORTHEAST OF THE NORTHWEST CORNER OF THE REMAINS OF AN
 AA2931'ABANDONED BLOCK BUILDING ACROSS THE ROAD, 157.0 FT (47.9 M)
 AA2931'EAST-NORTHEAST OF AN ANGLE POWER POLE WITH TWO GUY WIRES ACROSS THE
 AA2931'ROAD, 3.3 FT (1.0 M) SOUTHWEST OF A CARSONITE WITNESS POST AND SET
 AA2931'FLUSH WITH THE GROUND. STATION 10-23 1993 MAY BE USED AS AN AZIMUTH
 AA2931'FOR THIS STATION.
 AA2931
 AA2931                          STATION RECOVERY (2001)
 AA2931
 AA2931'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2931'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2932 ***********************************************************************
 AA2932  DESIGNATION -  10 25
 AA2932  PID         -  AA2932
 AA2932  STATE/COUNTY-  AL/CHEROKEE
 AA2932  USGS QUAD   -  LITTLE RIVER (1986)
 AA2932
 AA2932                         *CURRENT SURVEY CONTROL
 AA2932  ___________________________________________________________________
 AA2932* NAD 83(1992)-  34 16 06.31158(N)    085 40 57.91667(W)     ADJUSTED  
 AA2932* NAVD 88     -       179.8    (meters)     590.     (feet)  VERTCON   
 AA2932  ___________________________________________________________________
 AA2932  X           -     397,222.153 (meters)                     COMP
 AA2932  Y           -  -5,261,703.200 (meters)                     COMP
 AA2932  Z           -   3,571,176.575 (meters)                     COMP
 AA2932  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AA2932  ELLIP HEIGHT-         150.93  (meters)          (07/29/02) GPS OBS
 AA2932  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AA2932
 AA2932  HORZ ORDER  -  FIRST
 AA2932  ELLP ORDER  -  FOURTH    CLASS I
 AA2932
 AA2932.The horizontal coordinates were established by GPS observations
 AA2932.and adjusted by the National Geodetic Survey in March 1995..
 AA2932
 AA2932.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2932
 AA2932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2932
 AA2932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2932
 AA2932.The ellipsoidal height was determined by GPS observations
 AA2932.and is referenced to NAD 83.
 AA2932
 AA2932.The geoid height was determined by GEOID03.
 AA2932
 AA2932;                    North         East     Units Scale Factor Converg.
 AA2932;SPC AL E     -   417,887.679   213,866.724   MT  0.99996237   +0 05 05.2
 AA2932;UTM  16      - 3,792,703.471   621,264.742   MT  0.99978126   +0 44 30.5
 AA2932
 AA2932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2932!SPC AL E     -   0.99997631  x   0.99996237  =   0.99993868
 AA2932!UTM  16      -   0.99997631  x   0.99978126  =   0.99975757
 AA2932
 AA2932                          SUPERSEDED SURVEY CONTROL
 AA2932
 AA2932  ELLIP H (03/30/95)  151.01   (m)                       GP(       ) 4 2
 AA2932  NGVD 29 (03/30/95)  179.8    (m)          590.     (f) GPS OBS        
 AA2932
 AA2932.Superseded values are not recommended for survey control.
 AA2932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2932.See file dsdata.txt to determine how the superseded data were derived.
 AA2932
 AA2932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2126592703(NAD 83)
 AA2932_MARKER: DD = SURVEY DISK
 AA2932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2932_SP_SET: CONCRETE POST
 AA2932_STAMPING: 10-25 1993
 AA2932_MARK LOGO: ALHD  
 AA2932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2932+STABILITY: SURFACE MOTION
 AA2932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2932+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2932
 AA2932  HISTORY     - Date     Condition        Report By
 AA2932  HISTORY     - 1993     MONUMENTED       ALHD
 AA2932
 AA2932                          STATION DESCRIPTION
 AA2932
 AA2932'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2932'THE STATION IS IN CHEROKEE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA2932'273 ABOUT 8.00 MI (12.87 KM) NORTH OF CENTRE AND ABOUT 5.30 MI (8.53
 AA2932'KM) NORTHWEST OF CEDAR BLUFF. TO REACH THE STATION FROM THE JUNCTION
 AA2932'OF U.S. 411 AND AL 68 WEST (MILEPOST 236.12 ON U.S. 411 AND MILEPOST
 AA2932'30.45 ON AL 68) IN LEESBURG, DRIVE NORTH ON AL 68 FOR 1.05 MI (1.69
 AA2932'KM) TO MILEPOST 29.40 AND AL 273 RIGHT. TURN RIGHT ON AL 273 AND DRIVE
 AA2932'NORTHEAST AND NORTH FOR 7.85 MI (12.63 KM) TO MILEPOST 7.85 AND THE
 AA2932'STATION ON THE RIGHT. THE STATION IS 31.1 FT (9.5 M) SOUTH-SOUTHEAST
 AA2932'OF THE CENTERLINE OF AL 273, 123.7 FT (37.7 M) EAST-NORTHEAST OF
 AA2932'TELEPHONE CABLE PEDESTAL 1-85-LP12, 355.0 FT (108.2 M) NORTHEAST OF A
 AA2932'POWER POLE, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST AND SET
 AA2932'FLUSH WITH THE GROUND. STATION 10-26 1993 MAY BE USED AS AN AZIMUTH
 AA2932'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2933 ***********************************************************************
 AA2933  DESIGNATION -  10 26
 AA2933  PID         -  AA2933
 AA2933  STATE/COUNTY-  AL/CHEROKEE
 AA2933  USGS QUAD   -  LITTLE RIVER (1986)
 AA2933
 AA2933                         *CURRENT SURVEY CONTROL
 AA2933  ___________________________________________________________________
 AA2933* NAD 83(1992)-  34 16 25.54918(N)    085 40 31.41952(W)     ADJUSTED  
 AA2933* NAVD 88     -       177.4    (meters)     582.     (feet)  VERTCON   
 AA2933  ___________________________________________________________________
 AA2933  X           -     397,872.756 (meters)                     COMP
 AA2933  Y           -  -5,261,317.282 (meters)                     COMP
 AA2933  Z           -   3,571,665.079 (meters)                     COMP
 AA2933  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AA2933  ELLIP HEIGHT-         148.51  (meters)          (07/29/02) GPS OBS
 AA2933  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AA2933
 AA2933  HORZ ORDER  -  FIRST
 AA2933  ELLP ORDER  -  FOURTH    CLASS I
 AA2933
 AA2933.The horizontal coordinates were established by GPS observations
 AA2933.and adjusted by the National Geodetic Survey in March 1995..
 AA2933
 AA2933.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2933
 AA2933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2933
 AA2933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2933
 AA2933.The ellipsoidal height was determined by GPS observations
 AA2933.and is referenced to NAD 83.
 AA2933
 AA2933.The geoid height was determined by GEOID03.
 AA2933
 AA2933;                    North         East     Units Scale Factor Converg.
 AA2933;SPC AL E     -   418,481.454   214,543.613   MT  0.99996261   +0 05 20.2
 AA2933;UTM  16      - 3,793,304.861   621,934.657   MT  0.99978327   +0 44 45.7
 AA2933
 AA2933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2933!SPC AL E     -   0.99997669  x   0.99996261  =   0.99993930
 AA2933!UTM  16      -   0.99997669  x   0.99978327  =   0.99975996
 AA2933
 AA2933                          SUPERSEDED SURVEY CONTROL
 AA2933
 AA2933  ELLIP H (03/30/95)  148.59   (m)                       GP(       ) 4 2
 AA2933  NGVD 29 (03/30/95)  177.3    (m)          582.     (f) GPS OBS        
 AA2933
 AA2933.Superseded values are not recommended for survey control.
 AA2933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2933.See file dsdata.txt to determine how the superseded data were derived.
 AA2933
 AA2933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2193593305(NAD 83)
 AA2933_MARKER: DD = SURVEY DISK
 AA2933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2933_SP_SET: CONCRETE POST
 AA2933_STAMPING: 10-26 1993
 AA2933_MARK LOGO: ALHD  
 AA2933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2933+STABILITY: SURFACE MOTION
 AA2933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2933+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 AA2933
 AA2933  HISTORY     - Date     Condition        Report By
 AA2933  HISTORY     - 1993     MONUMENTED       ALHD
 AA2933  HISTORY     - 20010816 GOOD             ALHD
 AA2933
 AA2933                          STATION DESCRIPTION
 AA2933
 AA2933'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2933'THE STATION IS IN CHEROKEE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA2933'273 ABOUT 8.35 MI (13.44 KM) NORTH OF CENTRE AND ABOUT 5.20 MI (8.37
 AA2933'KM) NORTHWEST OF CEDAR BLUFF. TO REACH THE STATION FROM THE JUNCTION
 AA2933'OF U.S. 411 AND AL 68 WEST (MILEPOST 236.12 ON U.S. 411 AND MILEPOST
 AA2933'30.45 ON AL 68) IN LEESBURG, DRIVE NORTH ON AL 68 FOR 1.05 MI (1.69
 AA2933'KM) TO MILEPOST 29.40 AND AL 273 RIGHT. TURN RIGHT ON AL 273 AND DRIVE
 AA2933'NORTHEAST AND NORTH FOR 8.40 MI (13.52 KM) TO MILEPOST 8.40 AND THE
 AA2933'STATION ON THE RIGHT. THE STATION IS 24.0 FT (7.3 M) NORTH OF THE
 AA2933'NORTHEAST OF TWO FOUR BY FOUR WOOD POSTS PRETRUDING SIX FEET OUT OF
 AA2933'THE GROUND, 29.2 FT (8.9 M) NORTH OF THE SOUTHWEST OF TWO FOUR BY FOUR
 AA2933'WOOD POSTS PRETRUDING SIX FEET OUT OF THE GROUND, 34.2 FT (10.4 M)
 AA2933'SOUTHEAST OF THE CENTERLINE OF AL 273, 61.8 FT (18.8 M) NORTHEAST OF A
 AA2933'STOP / COUNTY ROAD 145 SIGN, 72.0 FT (21.9 M) NORTHEAST OF THE CENTER
 AA2933'OF CHEROKEE COUNTY ROAD 145, 109.0 FT (33.2 M) EAST-NORTHEAST OF A
 AA2933'POWER POLE ACROSS AL 273, 1.8 FT (0.5 M) NORTHWEST OF A CARSONITE
 AA2933'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-25 1993 MAY BE
 AA2933'USED AS AN AZIMUTH FOR THIS STATION.
 AA2933
 AA2933                          STATION RECOVERY (2001)
 AA2933
 AA2933'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2933'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2934 ***********************************************************************
 AA2934  DESIGNATION -  10 27
 AA2934  PID         -  AA2934
 AA2934  STATE/COUNTY-  AL/CHEROKEE
 AA2934  USGS QUAD   -  GAYLESVILLE (1986)
 AA2934
 AA2934                         *CURRENT SURVEY CONTROL
 AA2934  ___________________________________________________________________
 AA2934* NAD 83(1992)-  34 15 20.78992(N)    085 35 32.65773(W)     ADJUSTED  
 AA2934* NAVD 88     -       174.5    (meters)     573.     (feet)  VERTCON   
 AA2934  ___________________________________________________________________
 AA2934  X           -     405,579.185 (meters)                     COMP
 AA2934  Y           -  -5,261,853.248 (meters)                     COMP
 AA2934  Z           -   3,570,014.292 (meters)                     COMP
 AA2934  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA2934  ELLIP HEIGHT-         145.61  (meters)          (07/29/02) GPS OBS
 AA2934  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA2934
 AA2934  HORZ ORDER  -  FIRST
 AA2934  ELLP ORDER  -  FOURTH    CLASS I
 AA2934
 AA2934.The horizontal coordinates were established by GPS observations
 AA2934.and adjusted by the National Geodetic Survey in March 1995..
 AA2934
 AA2934.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2934
 AA2934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2934
 AA2934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2934
 AA2934.The ellipsoidal height was determined by GPS observations
 AA2934.and is referenced to NAD 83.
 AA2934
 AA2934.The geoid height was determined by GEOID03.
 AA2934
 AA2934;                    North         East     Units Scale Factor Converg.
 AA2934;SPC AL E     -   416,501.074   222,190.322   MT  0.99996607   +0 08 08.2
 AA2934;UTM  16      - 3,791,412.606   629,602.272   MT  0.99980705   +0 47 32.7
 AA2934
 AA2934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2934!SPC AL E     -   0.99997714  x   0.99996607  =   0.99994321
 AA2934!UTM  16      -   0.99997714  x   0.99980705  =   0.99978420
 AA2934
 AA2934                          SUPERSEDED SURVEY CONTROL
 AA2934
 AA2934  ELLIP H (03/30/95)  145.68   (m)                       GP(       ) 4 2
 AA2934  NGVD 29 (03/30/95)  174.5    (m)          573.     (f) GPS OBS        
 AA2934
 AA2934.Superseded values are not recommended for survey control.
 AA2934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2934.See file dsdata.txt to determine how the superseded data were derived.
 AA2934
 AA2934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2960291413(NAD 83)
 AA2934_MARKER: DD = SURVEY DISK
 AA2934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2934_SP_SET: CONCRETE POST
 AA2934_STAMPING: 10-27 1993
 AA2934_MARK LOGO: ALHD  
 AA2934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2934+STABILITY: SURFACE MOTION
 AA2934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2934+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AA2934
 AA2934  HISTORY     - Date     Condition        Report By
 AA2934  HISTORY     - 1993     MONUMENTED       ALHD
 AA2934  HISTORY     - 20010816 GOOD             ALHD
 AA2934  HISTORY     - 20050616 GOOD             TVA
 AA2934
 AA2934                          STATION DESCRIPTION
 AA2934
 AA2934'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2934'THE STATION IS IN CHEROKEE COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL
 AA2934'68 ABOUT 2.50 MI (4.02 KM) NORTH OF CEDAR BLUFF AND ABOUT 8.70 MI
 AA2934'(14.00 KM) NORTHEAST OF CENTRE. TO REACH THE STATION FROM THE JUNCTION
 AA2934'OF AL 9 AND AL 68 EAST (MILEPOST 264.95 ON AL 9 AND MILEPOST 41.50 ON
 AA2934'AL 68) IN CEDAR BLUFF, DRIVE NORTH AND NORTHEAST ON AL 68 FOR 3.65 MI
 AA2934'(5.87 KM) TO MILEPOST 45.15 AND THE STATION ON THE LEFT. THE STATION
 AA2934'IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE
 AA2934'ON OLD WOOD POSTS AND RUSTY METAL POSTS, 52.6 FT (16.0 M)
 AA2934'NORTH-NORTHWEST OF THE CENTERLINE OF AL 68, 86.2 FT (26.3 M)
 AA2934'EAST-NORTHEAST OF A BURIED CABLE WARNING SIGN, 112.0 FT (34.1 M)
 AA2934'EAST-NORTHEAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE IN THE
 AA2934'FENCELINE, 118.2 FT (36.0 M) EAST-NORTHEAST OF THE EAST POST OF A
 AA2934'BARBED WIRE GATE LEADING INTO A PASTURE, 132.8 FT (40.5 M)
 AA2934'EAST-NORTHEAST OF THE WEST POST OF A BARBED WIRE GATE LEADING INTO A
 AA2934'PASTURE, 172.0 FT (52.4 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL
 AA2934'C 13L 1 ACROSS THE ROAD, 2.8 FT (0.9 M) SOUTHEAST OF A CARSONITE
 AA2934'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-28 1993 MAY BE
 AA2934'USED AS AN AZIMUTH FOR THIS STATION.
 AA2934
 AA2934                          STATION RECOVERY (2001)
 AA2934
 AA2934'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2934'RECOVERED IN GOOD CONDITION.
 AA2934
 AA2934                          STATION RECOVERY (2005)
 AA2934
 AA2934'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2005 (CDM)
 AA2934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2935 ***********************************************************************
 AA2935  DESIGNATION -  10 28
 AA2935  PID         -  AA2935
 AA2935  STATE/COUNTY-  AL/CHEROKEE
 AA2935  USGS QUAD   -  GAYLESVILLE (1986)
 AA2935
 AA2935                         *CURRENT SURVEY CONTROL
 AA2935  ___________________________________________________________________
 AA2935* NAD 83(1992)-  34 15 28.65835(N)    085 35 05.26993(W)     ADJUSTED  
 AA2935* NAVD 88     -       177.6    (meters)     583.     (feet)  VERTCON   
 AA2935  ___________________________________________________________________
 AA2935  X           -     406,267.539 (meters)                     COMP
 AA2935  Y           -  -5,261,665.813 (meters)                     COMP
 AA2935  Z           -   3,570,216.421 (meters)                     COMP
 AA2935  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AA2935  ELLIP HEIGHT-         148.69  (meters)          (07/29/02) GPS OBS
 AA2935  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA2935
 AA2935  HORZ ORDER  -  FIRST
 AA2935  ELLP ORDER  -  FOURTH    CLASS I
 AA2935
 AA2935.The horizontal coordinates were established by GPS observations
 AA2935.and adjusted by the National Geodetic Survey in March 1995..
 AA2935
 AA2935.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2935
 AA2935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2935
 AA2935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2935
 AA2935.The ellipsoidal height was determined by GPS observations
 AA2935.and is referenced to NAD 83.
 AA2935
 AA2935.The geoid height was determined by GEOID03.
 AA2935
 AA2935;                    North         East     Units Scale Factor Converg.
 AA2935;SPC AL E     -   416,745.200   222,890.429   MT  0.99996646   +0 08 23.7
 AA2935;UTM  16      - 3,791,664.702   630,299.424   MT  0.99980928   +0 47 48.3
 AA2935
 AA2935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2935!SPC AL E     -   0.99997666  x   0.99996646  =   0.99994312
 AA2935!UTM  16      -   0.99997666  x   0.99980928  =   0.99978594
 AA2935
 AA2935                          SUPERSEDED SURVEY CONTROL
 AA2935
 AA2935  ELLIP H (03/30/95)  148.77   (m)                       GP(       ) 4 2
 AA2935  NGVD 29 (03/30/95)  177.6    (m)          583.     (f) GPS OBS        
 AA2935
 AA2935.Superseded values are not recommended for survey control.
 AA2935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2935.See file dsdata.txt to determine how the superseded data were derived.
 AA2935
 AA2935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3029991665(NAD 83)
 AA2935_MARKER: DD = SURVEY DISK
 AA2935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2935_SP_SET: CONCRETE POST
 AA2935_STAMPING: 10-28 1993
 AA2935_MARK LOGO: ALHD  
 AA2935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2935+STABILITY: SURFACE MOTION
 AA2935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2935+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 AA2935
 AA2935  HISTORY     - Date     Condition        Report By
 AA2935  HISTORY     - 1993     MONUMENTED       ALHD
 AA2935  HISTORY     - 20010816 GOOD             ALHD
 AA2935
 AA2935                          STATION DESCRIPTION
 AA2935
 AA2935'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2935'THE STATION IS IN CHEROKEE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA2935'68 ABOUT 2.75 MI (4.43 KM) NORTH OF CEDAR BLUFF AND ABOUT 9.00 MI
 AA2935'(14.48 KM) NORTHEAST OF CENTRE. TO REACH THE STATION FROM THE JUNCTION
 AA2935'OF AL 9 AND AL 68 EAST (MILEPOST 264.95 ON AL 9 AND MILEPOST 41.50 ON
 AA2935'AL 68) IN CEDAR BLUFF, DRIVE NORTH AND NORTHEAST ON AL 68 FOR 4.10 MI
 AA2935'(6.60 KM) TO MILEPOST 45.60 AND THE STATION ON THE RIGHT. THE STATION
 AA2935'IS 3.0 FT (0.9 M) NORTH OF A THREE FOOT BY SEVEN FOOT BOULDER, 46.4 FT
 AA2935'(14.1 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF AL 68, 70.5 FT (21.5 M)
 AA2935'EAST-NORTHEAST OF A BURIED CABLE WARNING SIGN, 96.9 FT (29.5 M)
 AA2935'EAST-NORTHEAST OF A SMALL METAL POLE WITH A NIGHT LIGHT, 111.0 FT
 AA2935'(33.8 M) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 114.4 FT
 AA2935'(34.9 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL C T5 ACROSS THE ROAD,
 AA2935'3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA2935'THE GROUND. STATION 10-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2935'STATION.
 AA2935
 AA2935                          STATION RECOVERY (2001)
 AA2935
 AA2935'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2936 ***********************************************************************
 AA2936  DESIGNATION -  10 29
 AA2936  PID         -  AA2936
 AA2936  STATE/COUNTY-  AL/CHEROKEE
 AA2936  USGS QUAD   -  MELSON (1982)
 AA2936
 AA2936                         *CURRENT SURVEY CONTROL
 AA2936  ___________________________________________________________________
 AA2936* NAD 83(1992)-  34 14 44.45772(N)    085 29 38.14764(W)     ADJUSTED  
 AA2936* NAVD 88     -       202.3    (meters)     664.     (feet)  VERTCON   
 AA2936  ___________________________________________________________________
 AA2936  X           -     414,673.502 (meters)                     COMP
 AA2936  Y           -  -5,261,799.387 (meters)                     COMP
 AA2936  Z           -   3,569,104.507 (meters)                     COMP
 AA2936  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AA2936  ELLIP HEIGHT-         173.33  (meters)          (07/29/02) GPS OBS
 AA2936  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA2936
 AA2936  HORZ ORDER  -  FIRST
 AA2936  ELLP ORDER  -  FOURTH    CLASS I
 AA2936
 AA2936.The horizontal coordinates were established by GPS observations
 AA2936.and adjusted by the National Geodetic Survey in March 1995..
 AA2936
 AA2936.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2936
 AA2936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2936
 AA2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2936
 AA2936.The ellipsoidal height was determined by GPS observations
 AA2936.and is referenced to NAD 83.
 AA2936
 AA2936.The geoid height was determined by GEOID03.
 AA2936
 AA2936;                    North         East     Units Scale Factor Converg.
 AA2936;SPC AL E     -   415,407.461   231,263.971   MT  0.99997204   +0 11 27.6
 AA2936;UTM  16      - 3,790,423.213   638,686.525   MT  0.99983709   +0 50 51.6
 AA2936
 AA2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2936!SPC AL E     -   0.99997279  x   0.99997204  =   0.99994483
 AA2936!UTM  16      -   0.99997279  x   0.99983709  =   0.99980989
 AA2936
 AA2936:                Primary Azimuth Mark                     Grid Az
 AA2936:SPC AL E     -  10 30                                    059 41 51.1
 AA2936:UTM  16      -  10 30                                    059 02 27.1
 AA2936
 AA2936|---------------------------------------------------------------------|
 AA2936| PID    Reference Object                     Distance      Geod. Az  |
 AA2936|                                                           dddmmss.s |
 AA2936| AA2937 10 30                               468.193 METERS 0595318.7 |
 AA2936|---------------------------------------------------------------------|
 AA2936
 AA2936                          SUPERSEDED SURVEY CONTROL
 AA2936
 AA2936  ELLIP H (03/30/95)  173.40   (m)                       GP(       ) 4 2
 AA2936  NGVD 29 (03/30/95)  202.2    (m)          663.     (f) GPS OBS        
 AA2936
 AA2936.Superseded values are not recommended for survey control.
 AA2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2936.See file dsdata.txt to determine how the superseded data were derived.
 AA2936
 AA2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3868790423(NAD 83)
 AA2936_MARKER: DD = SURVEY DISK
 AA2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2936_SP_SET: CONCRETE POST
 AA2936_STAMPING: 10-29 1993
 AA2936_MARK LOGO: ALHD  
 AA2936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2936+STABILITY: SURFACE MOTION
 AA2936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2936+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2936
 AA2936  HISTORY     - Date     Condition        Report By
 AA2936  HISTORY     - 1993     MONUMENTED       ALHD
 AA2936
 AA2936                          STATION DESCRIPTION
 AA2936
 AA2936'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2936'THE STATION IS IN CHEROKEE COUNTY ON THE SOUTH RIGHT OF WAY OF AL 9
 AA2936'ABOUT 12.40 MI (19.96 KM) NORTHEAST OF CENTRE AND ABOUT 6.70 MI (10.78
 AA2936'KM) EAST OF CEDAR BLUFF. TO REACH THE STATION FROM THE JUNCTION OF AL
 AA2936'9 AND AL 68 EAST (MILEPOST 264.95 ON AL 9 AND MILEPOST 41.50 ON AL 68)
 AA2936'IN CEDAR BLUFF, DRIVE EAST ON AL 9 FOR 6.90 MI (11.10 KM) TO MILEPOST
 AA2936'271.85 AND THE STATION ON THE RIGHT. THE STATION IS 34.5 FT (10.5 M)
 AA2936'SOUTH-SOUTHEAST OF A CHEROKEE COUNTY ROAD 51 RIGHT SIGN, 57.7 FT (17.6
 AA2936'M) SOUTH-SOUTHEAST OF THE CENTERLINE OF AL 9, 95.3 FT (29.0 M)
 AA2936'EAST-NORTHEAST OF A BLUE CARSONITE WATER VALVE MARKER, 97.9 FT (29.8
 AA2936'M) SOUTHEAST OF A BLACK METAL MAILBOX ON A FOUR BY FOUR TREATED WOOD
 AA2936'POST ACROSS THE ROAD, 115.0 FT (35.1 M) EAST-SOUTHEAST OF THE CENTER
 AA2936'OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 120.0 FT (36.6 M) EAST OF THE
 AA2936'CENTER OF A GRAVEL DRIVEWAY, 128.5 FT (39.2 M) SOUTHEAST OF THE
 AA2936'SOUTHEAST CORNER OF A SIX FOOT CHAIN LINK FENCE AROUND A TELEPHONE
 AA2936'MAIN PEDESTAL ACROSS THE ROAD, 129.0 FT (39.3 M) SOUTHEAST OF A
 AA2936'JUNCTION POWER POLE WITH ONE GUY WIRE AND ONE TRANSFORMER ACROSS THE
 AA2936'ROAD, 1.9 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH
 AA2936'WITH THE GROUND. STATION 10-30 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2936'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2306 ***********************************************************************
 EE2306  DESIGNATION -  10 3
 EE2306  PID         -  EE2306
 EE2306  STATE/COUNTY-  AL/CHEROKEE
 EE2306  USGS QUAD   -  CHATTOOGAVILLE (1967)
 EE2306
 EE2306                         *CURRENT SURVEY CONTROL
 EE2306  ___________________________________________________________________
 EE2306* NAD 83(1992)-  34 19 15.08597(N)    085 28 42.64092(W)     ADJUSTED  
 EE2306* NAVD 88     -       183.8    (meters)     603.     (feet)  VERTCON   
 EE2306  ___________________________________________________________________
 EE2306  X           -     415,717.953 (meters)                     COMP
 EE2306  Y           -  -5,256,989.695 (meters)                     COMP
 EE2306  Z           -   3,575,984.416 (meters)                     COMP
 EE2306  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EE2306  ELLIP HEIGHT-         154.85  (meters)          (07/29/02) GPS OBS
 EE2306  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EE2306
 EE2306  HORZ ORDER  -  FIRST
 EE2306  ELLP ORDER  -  FOURTH    CLASS I
 EE2306
 EE2306.The horizontal coordinates were established by GPS observations
 EE2306.and adjusted by the National Geodetic Survey in December 1992..
 EE2306
 EE2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2306
 EE2306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2306
 EE2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2306
 EE2306.The ellipsoidal height was determined by GPS observations
 EE2306.and is referenced to NAD 83.
 EE2306
 EE2306.The geoid height was determined by GEOID03.
 EE2306
 EE2306;                    North         East     Units Scale Factor Converg.
 EE2306;SPC AL E     -   423,750.951   232,655.160   MT  0.99997314   +0 12 00.2
 EE2306;SPC GA W     -   479,870.657   579,271.281   MT  1.00007961   -0 44 23.1
 EE2306;SPC GA W     - 1,574,375.65  1,900,492.53   sFT  1.00007961   -0 44 23.1
 EE2306;UTM  16      - 3,798,780.999   639,981.734   MT  0.99984154   +0 51 28.8
 EE2306
 EE2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2306!SPC AL E     -   0.99997569  x   0.99997314  =   0.99994883
 EE2306!SPC GA W     -   0.99997569  x   1.00007961  =   1.00005530
 EE2306!UTM  16      -   0.99997569  x   0.99984154  =   0.99981724
 EE2306
 EE2306                          SUPERSEDED SURVEY CONTROL
 EE2306
 EE2306  ELLIP H (12/04/92)  154.93   (m)                       GP(       ) 4 1
 EE2306  NAD 83(1992)-  34 19 15.09276(N)    085 28 42.64270(W) AD(       ) 1
 EE2306  NGVD 29 (12/04/92)  183.7    (m)          603.     (f) GPS OBS        
 EE2306
 EE2306.Superseded values are not recommended for survey control.
 EE2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2306.See file dsdata.txt to determine how the superseded data were derived.
 EE2306
 EE2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3998298781(NAD 83)
 EE2306_MARKER: DD = SURVEY DISK
 EE2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2306_SP_SET: CONCRETE POST
 EE2306_STAMPING: 10 - 3 1990
 EE2306_MARK LOGO: ALHD  
 EE2306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2306+STABILITY: SURFACE MOTION
 EE2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2306+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EE2306
 EE2306  HISTORY     - Date     Condition        Report By
 EE2306  HISTORY     - 1990     MONUMENTED       ALHD
 EE2306
 EE2306                          STATION DESCRIPTION
 EE2306
 EE2306'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2306'THE STATION IS LOCATED IN CHEROKEE COUNTY ON THE NORTHWEST RIGHT OF
 EE2306'WAY OF ALA 68, ABOUT 9.66 KM (6.00 MI) NORTHEAST OF GAYLESVILLE AND
 EE2306'ABOUT 12.87 KM (8.00 MI) EAST - SOUTHEAST OF BLANCHE.
 EE2306'TO REACH THE STATION FROM THE JUNCTION OF ALA 35 AND ALA 68, MILE POST
 EE2306'47.05 ON ALA 68, DRIVE NORTHEAST ON ALA 68 10.06 KM (6.25 MI) TO MILE
 EE2306'POST 53.50 AND THE STATION ON THE LEFT.
 EE2306'THE STATION IS 11.58 M (37.99 FT) NORTHWEST OF THE CENTERLINE OF ALA
 EE2306'68, 21.82 M (71.59 FT) NORTHEAST OF A LARGE CONCRETE RIGHT OF WAY
 EE2306'MARKER, 28.47 M (93.41 FT) NORTH - NORTHWEST OF THE NORTHEAST ONE OF
 EE2306'TWO WOOD BRACE POSTS IN A FENCE LINE ACROSS ALA 68, 34.29 M
 EE2306'(112.50 FT) NORTH OF A LARGE CONCRETE RIGHT OF WAY MARKER ACROSS ALA
 EE2306'68, 0.79 M (2.59 FT) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 EE2306'FLUSH WITH THE GROUND.
 EE2306'STATION 10 - 4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2937 ***********************************************************************
 AA2937  DESIGNATION -  10 30
 AA2937  PID         -  AA2937
 AA2937  STATE/COUNTY-  AL/CHEROKEE
 AA2937  USGS QUAD   -  MELSON (1982)
 AA2937
 AA2937                         *CURRENT SURVEY CONTROL
 AA2937  ___________________________________________________________________
 AA2937* NAD 83(1992)-  34 14 52.08035(N)    085 29 22.31929(W)     ADJUSTED  
 AA2937* NAVD 88     -       203.7    (meters)     668.     (feet)  VERTCON   
 AA2937  ___________________________________________________________________
 AA2937  X           -     415,066.975 (meters)                     COMP
 AA2937  Y           -  -5,261,636.907 (meters)                     COMP
 AA2937  Z           -   3,569,299.437 (meters)                     COMP
 AA2937  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA2937  ELLIP HEIGHT-         174.70  (meters)          (07/29/02) GPS OBS
 AA2937  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA2937
 AA2937  HORZ ORDER  -  FIRST
 AA2937  ELLP ORDER  -  FOURTH    CLASS I
 AA2937
 AA2937.The horizontal coordinates were established by GPS observations
 AA2937.and adjusted by the National Geodetic Survey in March 1995..
 AA2937
 AA2937.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2937
 AA2937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2937
 AA2937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2937
 AA2937.The ellipsoidal height was determined by GPS observations
 AA2937.and is referenced to NAD 83.
 AA2937
 AA2937.The geoid height was determined by GEOID03.
 AA2937
 AA2937;                    North         East     Units Scale Factor Converg.
 AA2937;SPC AL E     -   415,643.689   231,668.185   MT  0.99997236   +0 11 36.5
 AA2937;UTM  16      - 3,790,664.025   639,087.951   MT  0.99983847   +0 51 00.7
 AA2937
 AA2937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2937!SPC AL E     -   0.99997258  x   0.99997236  =   0.99994494
 AA2937!UTM  16      -   0.99997258  x   0.99983847  =   0.99981105
 AA2937
 AA2937:                Primary Azimuth Mark                     Grid Az
 AA2937:SPC AL E     -  10 29                                    239 41 51.1
 AA2937:UTM  16      -  10 29                                    239 02 26.9
 AA2937
 AA2937|---------------------------------------------------------------------|
 AA2937| PID    Reference Object                     Distance      Geod. Az  |
 AA2937|                                                           dddmmss.s |
 AA2937| AA2936 10 29                               468.193 METERS 2395327.6 |
 AA2937|---------------------------------------------------------------------|
 AA2937
 AA2937                          SUPERSEDED SURVEY CONTROL
 AA2937
 AA2937  ELLIP H (03/30/95)  174.76   (m)                       GP(       ) 4 2
 AA2937  NGVD 29 (03/30/95)  203.6    (m)          668.     (f) GPS OBS        
 AA2937
 AA2937.Superseded values are not recommended for survey control.
 AA2937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2937.See file dsdata.txt to determine how the superseded data were derived.
 AA2937
 AA2937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3908890664(NAD 83)
 AA2937_MARKER: DD = SURVEY DISK
 AA2937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2937_SP_SET: CONCRETE POST
 AA2937_STAMPING: 10-30 1993
 AA2937_MARK LOGO: ALHD  
 AA2937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2937+STABILITY: SURFACE MOTION
 AA2937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2937+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2937
 AA2937  HISTORY     - Date     Condition        Report By
 AA2937  HISTORY     - 1993     MONUMENTED       ALHD
 AA2937
 AA2937                          STATION DESCRIPTION
 AA2937
 AA2937'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2937'THE STATION IS IN CHEROKEE COUNTY ON THE NORTH RIGHT OF WAY OF AL 9
 AA2937'ABOUT 12.70 MI (20.44 KM) NORTHEAST OF CENTRE AND ABOUT 7.00 MI (11.27
 AA2937'KM) EAST OF CEDAR BLUFF. TO REACH THE STATION FROM THE JUNCTION OF AL
 AA2937'9 AND AL 68 EAST (MILEPOST 264.95 ON AL 9 AND MILEPOST 41.50 ON AL 68)
 AA2937'IN CEDAR BLUFF, DRIVE EAST ON AL 9 FOR 7.20 MI (11.59 KM) TO MILEPOST
 AA2937'272.15 AND THE STATION ON THE LEFT. THE STATION IS 38.5 FT (11.7 M)
 AA2937'EAST OF TELEPHONE CABLE PEDESTAL P 31, 40.0 FT (12.2 M)
 AA2937'NORTH-NORTHWEST OF THE CENTERLINE OF AL 9, 40.2 FT (12.3 M) NORTHEAST
 AA2937'OF A BLACK METAL MAILBOX ON AN OLD TREATED WOOD POST, 45.9 FT (14.0 M)
 AA2937'NORTHEAST OF THE TOP OF THE NORTHEAST END OF AN EIGHTEEN-INCH CONCRETE
 AA2937'DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE, 47.0
 AA2937'FT (14.3 M) WEST OF A BLACK METAL MAILBOX ON A RUSTY METAL POST, 56.6
 AA2937'FT (17.3 M) EAST-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING
 AA2937'TO A BRICK HOUSE, 70.0 FT (21.3 M) WEST-NORTHWEST OF THE CENTER OF A
 AA2937'GRAVEL DRIVEWAY LEADING TO A WHITE WOOD FRAME HOUSE ACROSS THE ROAD,
 AA2937'71.6 FT (21.8 M) NORTHEAST OF THE TOP OF THE SOUTHWEST END OF AN
 AA2937'EIGHTEEN-INCH CONCRETE DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY LEADING
 AA2937'TO A BRICK HOUSE, 1.8 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST
 AA2937'AND SET FLUSH WITH THE GROUND. STATION 10-29 1993 MAY BE USED AS AN
 AA2937'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2938 ***********************************************************************
 AA2938  DESIGNATION -  10 31
 AA2938  PID         -  AA2938
 AA2938  STATE/COUNTY-  AL/CHEROKEE
 AA2938  USGS QUAD   -  LITTLE RIVER (1986)
 AA2938
 AA2938                         *CURRENT SURVEY CONTROL
 AA2938  ___________________________________________________________________
 AA2938* NAD 83(1992)-  34 19 18.74785(N)    085 40 54.52918(W)     ADJUSTED  
 AA2938* NAVD 88     -       379.4    (meters)    1245.     (feet)  VERTCON   
 AA2938  ___________________________________________________________________
 AA2938  X           -     397,069.408 (meters)                     COMP
 AA2938  Y           -  -5,258,529.421 (meters)                     COMP
 AA2938  Z           -   3,576,187.956 (meters)                     COMP
 AA2938  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AA2938  ELLIP HEIGHT-         350.56  (meters)          (07/29/02) GPS OBS
 AA2938  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA2938
 AA2938  HORZ ORDER  -  FIRST
 AA2938  ELLP ORDER  -  FOURTH    CLASS I
 AA2938
 AA2938.The horizontal coordinates were established by GPS observations
 AA2938.and adjusted by the National Geodetic Survey in March 1995..
 AA2938
 AA2938.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2938
 AA2938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2938
 AA2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2938
 AA2938.The ellipsoidal height was determined by GPS observations
 AA2938.and is referenced to NAD 83.
 AA2938
 AA2938.The geoid height was determined by GEOID03.
 AA2938
 AA2938;                    North         East     Units Scale Factor Converg.
 AA2938;SPC AL E     -   423,817.166   213,944.542   MT  0.99996240   +0 05 07.6
 AA2938;UTM  16      - 3,798,632.387   621,274.515   MT  0.99978129   +0 44 36.0
 AA2938
 AA2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2938!SPC AL E     -   0.99994497  x   0.99996240  =   0.99990737
 AA2938!UTM  16      -   0.99994497  x   0.99978129  =   0.99972627
 AA2938
 AA2938:                Primary Azimuth Mark                     Grid Az
 AA2938:SPC AL E     -  10 32                                    023 44 31.9
 AA2938:UTM  16      -  10 32                                    023 05 03.5
 AA2938
 AA2938|---------------------------------------------------------------------|
 AA2938| PID    Reference Object                     Distance      Geod. Az  |
 AA2938|                                                           dddmmss.s |
 AA2938| AA2939 10 32                               424.581 METERS 0234939.5 |
 AA2938|---------------------------------------------------------------------|
 AA2938
 AA2938                          SUPERSEDED SURVEY CONTROL
 AA2938
 AA2938  ELLIP H (03/30/95)  350.64   (m)                       GP(       ) 4 2
 AA2938  NGVD 29 (03/30/95)  379.3    (m)         1244.     (f) GPS OBS        
 AA2938
 AA2938.Superseded values are not recommended for survey control.
 AA2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2938.See file dsdata.txt to determine how the superseded data were derived.
 AA2938
 AA2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2127598632(NAD 83)
 AA2938_MARKER: DD = SURVEY DISK
 AA2938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2938_SP_SET: CONCRETE POST
 AA2938_STAMPING: 10-31 1993
 AA2938_MARK LOGO: ALHD  
 AA2938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2938+STABILITY: SURFACE MOTION
 AA2938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2938+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2938
 AA2938  HISTORY     - Date     Condition        Report By
 AA2938  HISTORY     - 1993     MONUMENTED       ALHD
 AA2938  HISTORY     - 20010816 MARK NOT FOUND   ALHD
 AA2938
 AA2938                          STATION DESCRIPTION
 AA2938
 AA2938'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2938'THE STATION IS IN CHEROKEE COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 AA2938'CHEROKEE COUNTY ROAD 57 ABOUT 8.05 MI (12.95 KM) NORTHWEST OF CEDAR
 AA2938'BLUFF AND ABOUT 11.65 MI (18.75 KM) NORTH OF CENTRE. TO REACH THE
 AA2938'STATION FROM THE JUNCTION OF U.S. 411 AND AL 68 WEST (MILEPOST 236.12
 AA2938'ON U.S. 411 AND MILEPOST 30.45 ON AL 68) IN LEESBURG, DRIVE NORTH ON
 AA2938'AL 68 FOR 1.05 MI (1.69 KM) TO MILEPOST 29.40 AND AL 273 NORTH TO THE
 AA2938'RIGHT. TURN RIGHT ON AL 273 AND DRIVE NORTHEAST AND NORTH FOR 5.65 MI
 AA2938'(9.09 KM) TO MILEPOST 5.65 AND CHEROKEE COUNTY ROAD 47 LEFT. TURN LEFT
 AA2938'ON CHEROKEE COUNTY ROAD 47 AND DRIVE NORTH FOR 3.25 MI (5.23 KM) TO
 AA2938'CHEROKEE COUNTY ROAD 43 RIGHT. TURN RIGHT ON CHEROKEE COUNTY ROAD 43
 AA2938'AND DRIVE NORTH AND EAST FOR 0.75 MI (1.21 KM) TO A REVERSE
 AA2938'Y-INTERSECTION. BEAR LEFT AT THE REVERSE Y-INTERSECTION AND DRIVE
 AA2938'NORTH AND SOUTHEAST FOR 0.35 MI (0.56 KM) TO A T-INTERSECTION WITH A
 AA2938'PAVED COUNTY ROAD STRAIGHT AHEAD AND CHEROKEE COUNTY ROAD 43 LEFT.
 AA2938'TURN LEFT ON CHEROKEE COUNTY ROAD 43 AND DRIVE NORTHEAST FOR 0.15 MI
 AA2938'(0.24 KM) TO THE END OF PAVEMENT AND BEGINNING OF A DIRT AND GRAVEL
 AA2938'ROAD. CONTINUE NORTHEAST ON THE DIRT AND GRAVEL ROAD FOR 0.60 MI (0.97
 AA2938'KM) TO THE END OF THE DIRT AND GRAVEL ROAD AND BEGINNING OF PAVEMENT.
 AA2938'CONTINUE NORTHEAST FOR 0.25 MI (0.40 KM) TO A T-INTERSECTION WITH
 AA2938'CHEROKEE COUNTY ROAD 43 STRAIGHT AHEAD AND CHEROKEE COUNTY ROAD 57
 AA2938'RIGHT AT BLACK OAK CHURCH. TURN RIGHT ON CHEROKEE COUNTY ROAD 57 AND
 AA2938'DRIVE EAST AND NORTH FOR 1.30 MI (2.09 KM) TO THE STATION ON THE LEFT.
 AA2938'THE STATION IS 22.5 FT (6.9 M) WEST-NORTHWEST OF THE CENTER OF
 AA2938'CHEROKEE COUNTY ROAD 57, 139.5 FT (42.5 M) SOUTH-SOUTHWEST OF THE
 AA2938'SOUTH OF TWO EIGHT-INCH BY TWELVE-INCH CRAESOTE POSTS PRETRUDING FROM
 AA2938'THE GROUND, 157.3 FT (47.9 M) SOUTH-SOUTHWEST OF THE NORTH OF TWO
 AA2938'EIGHT-INCH BY TWELVE-INCH CRAESOTE POSTS PRETRUDING FROM THE GROUND,
 AA2938'190.8 FT (58.2 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL D 90A LP12
 AA2938'ACROSS THE ROAD, 198.2 FT (60.4 M) SOUTHWEST OF A BLACK METAL MAILBOX
 AA2938'ON A FOUR-INCH ROUND WOOD POST, 225.0 FT (68.6 M) SOUTHWEST OF THE
 AA2938'CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 2.0 FT (0.6 M) SOUTHEAST
 AA2938'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA2938'10-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2938
 AA2938                          STATION RECOVERY (2001)
 AA2938
 AA2938'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2938'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2939 ***********************************************************************
 AA2939  DESIGNATION -  10 32
 AA2939  PID         -  AA2939
 AA2939  STATE/COUNTY-  AL/CHEROKEE
 AA2939  USGS QUAD   -  LITTLE RIVER (1986)
 AA2939
 AA2939                         *CURRENT SURVEY CONTROL
 AA2939  ___________________________________________________________________
 AA2939* NAD 83(1992)-  34 19 31.35243(N)    085 40 47.81960(W)     ADJUSTED  
 AA2939* NAVD 88     -       381.7    (meters)    1252.     (feet)  VERTCON   
 AA2939  ___________________________________________________________________
 AA2939  X           -     397,224.110 (meters)                     COMP
 AA2939  Y           -  -5,258,300.039 (meters)                     COMP
 AA2939  Z           -   3,576,510.051 (meters)                     COMP
 AA2939  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AA2939  ELLIP HEIGHT-         352.90  (meters)          (07/29/02) GPS OBS
 AA2939  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA2939
 AA2939  HORZ ORDER  -  FIRST
 AA2939  ELLP ORDER  -  FOURTH    CLASS I
 AA2939
 AA2939.The horizontal coordinates were established by GPS observations
 AA2939.and adjusted by the National Geodetic Survey in March 1995..
 AA2939
 AA2939.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2939
 AA2939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2939
 AA2939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2939
 AA2939.The ellipsoidal height was determined by GPS observations
 AA2939.and is referenced to NAD 83.
 AA2939
 AA2939.The geoid height was determined by GEOID03.
 AA2939
 AA2939;                    North         East     Units Scale Factor Converg.
 AA2939;SPC AL E     -   424,205.799   214,115.481   MT  0.99996246   +0 05 11.4
 AA2939;UTM  16      - 3,799,022.886   621,440.951   MT  0.99978179   +0 44 40.0
 AA2939
 AA2939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2939!SPC AL E     -   0.99994461  x   0.99996246  =   0.99990707
 AA2939!UTM  16      -   0.99994461  x   0.99978179  =   0.99972641
 AA2939
 AA2939:                Primary Azimuth Mark                     Grid Az
 AA2939:SPC AL E     -  10 31                                    203 44 31.9
 AA2939:UTM  16      -  10 31                                    203 05 03.3
 AA2939
 AA2939|---------------------------------------------------------------------|
 AA2939| PID    Reference Object                     Distance      Geod. Az  |
 AA2939|                                                           dddmmss.s |
 AA2939| AA2938 10 31                               424.581 METERS 2034943.3 |
 AA2939|---------------------------------------------------------------------|
 AA2939
 AA2939                          SUPERSEDED SURVEY CONTROL
 AA2939
 AA2939  ELLIP H (03/30/95)  352.98   (m)                       GP(       ) 4 2
 AA2939  NGVD 29 (03/30/95)  381.7    (m)         1252.     (f) GPS OBS        
 AA2939
 AA2939.Superseded values are not recommended for survey control.
 AA2939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2939.See file dsdata.txt to determine how the superseded data were derived.
 AA2939
 AA2939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2144199023(NAD 83)
 AA2939_MARKER: DD = SURVEY DISK
 AA2939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2939_SP_SET: CONCRETE POST
 AA2939_STAMPING: 10-32 1993
 AA2939_MARK LOGO: ALHD  
 AA2939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2939+STABILITY: SURFACE MOTION
 AA2939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2939+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 AA2939
 AA2939  HISTORY     - Date     Condition        Report By
 AA2939  HISTORY     - 1993     MONUMENTED       ALHD
 AA2939  HISTORY     - 20010816 GOOD             ALHD
 AA2939
 AA2939                          STATION DESCRIPTION
 AA2939
 AA2939'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2939'THE STATION IS IN CHEROKEE COUNTY ON THE EAST RIGHT OF WAY OF CHEROKEE
 AA2939'COUNTY ROAD 57 ABOUT 8.20 MI (13.20 KM) NORTHWEST OF CEDAR BLUFF AND
 AA2939'ABOUT 11.90 MI (19.15 KM) NORTH OF CENTRE. TO REACH THE STATION FROM
 AA2939'THE JUNCTION OF U.S. 411 AND AL 68 WEST (MILEPOST 236.12 ON U.S. 411
 AA2939'AND MILEPOST 30.45 ON AL 68) IN LEESBURG, DRIVE NORTH ON AL 68 FOR
 AA2939'1.05 MI (1.69 KM) TO MILEPOST 29.40 AND AL 273 RIGHT. TURN RIGHT ON AL
 AA2939'273 AND DRIVE NORTHEAST AND NORTH FOR 5.65 MI (9.09 KM) TO MILEPOST
 AA2939'5.65 AND CHEROKEE COUNTY ROAD 47 LEFT. TURN LEFT ON CHEROKEE COUNTY
 AA2939'ROAD 47 AND DRIVE NORTH FOR 3.25 MI (5.23 KM) TO CHEROKEE COUNTY ROAD
 AA2939'43 RIGHT. TURN RIGHT ON CHEROKEE COUNTY ROAD 43 AND DRIVE NORTH AND
 AA2939'EAST FOR 0.75 MI (1.21 KM) TO A REVERSE Y-INTERSECTION. BEAR LEFT AT
 AA2939'THE REVERSE Y-INTERSECTION AND DRIVE NORTH AND SOUTHEAST FOR 0.35 MI
 AA2939'(0.56 KM) TO A T-INTERSECTION WITH A PAVED COUNTY ROAD STRAIGHT AHEAD
 AA2939'AND CHEROKEE COUNTY ROAD 43 LEFT. TURN LEFT ON CHEROKEE COUNTY ROAD 43
 AA2939'AND DRIVE NORTHEAST FOR 0.15 MI (0.24 KM) TO THE END OF PAVEMENT AND
 AA2939'BEGINNING OF A DIRT AND GRAVEL ROAD. CONTINUE NORTHEAST ON THE DIRT
 AA2939'AND GRAVEL ROAD FOR 0.60 MI (0.97 KM) TO THE END OF THE DIRT AND
 AA2939'GRAVEL ROAD AND BEGINNING OF PAVEMENT. CONTINUE NORTHEAST ON THE PAVED
 AA2939'ROAD FOR 0.25 MI (0.40 KM) TO A T-INTERSECTION WITH CHEROKEE COUNTY
 AA2939'ROAD 43 STRAIGHT AHEAD AND CHEROKEE COUNTY ROAD 57 RIGHT AT BLACK OAK
 AA2939'CHURCH. TURN RIGHT ON CHEROKEE COUNTY ROAD 57 AND DRIVE EAST AND NORTH
 AA2939'FOR 1.55 MI (2.49 KM) TO THE STATION ON THE RIGHT. THE STATION IS 19.8
 AA2939'FT (6.0 M) SOUTH OF TELEPHONE CABLE PEDESTAL D 92, 22.5 FT (6.9 M)
 AA2939'EAST OF THE CENTER OF CHEROKEE COUNTY ROAD 57, 120.8 FT (36.8 M)
 AA2939'SOUTHEAST OF A POWER POLE ACROSS THE ROAD, 125.0 FT (38.1 M)
 AA2939'SOUTH-SOUTHWEST OF A POWER POLE, 143.4 FT (43.7 M) NORTH OF TELEPHONE
 AA2939'CABLE PEDESTAL D 91, 183.1 FT (55.8 M) SOUTH OF A BLACK METAL MAILBOX
 AA2939'ON A WHITE FOUR BY FOUR WOOD POST, 1.6 FT (0.5 M) WEST OF A CARSONITE
 AA2939'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-31 1993 MAY BE
 AA2939'USED AS AN AZIMUTH FOR THIS STATION.
 AA2939
 AA2939                          STATION RECOVERY (2001)
 AA2939
 AA2939'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2940 ***********************************************************************
 AA2940  DESIGNATION -  10 33
 AA2940  PID         -  AA2940
 AA2940  STATE/COUNTY-  AL/CHEROKEE
 AA2940  USGS QUAD   -  GAYLESVILLE (1986)
 AA2940
 AA2940                         *CURRENT SURVEY CONTROL
 AA2940  ___________________________________________________________________
 AA2940* NAD 83(1992)-  34 19 40.23690(N)    085 34 22.48393(W)     ADJUSTED  
 AA2940* NAVD 88     -       205.9    (meters)     676.     (feet)  VERTCON   
 AA2940  ___________________________________________________________________
 AA2940  X           -     407,023.629 (meters)                     COMP
 AA2940  Y           -  -5,257,250.057 (meters)                     COMP
 AA2940  Z           -   3,576,636.968 (meters)                     COMP
 AA2940  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AA2940  ELLIP HEIGHT-         177.03  (meters)          (07/29/02) GPS OBS
 AA2940  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AA2940
 AA2940  HORZ ORDER  -  FIRST
 AA2940  ELLP ORDER  -  FOURTH    CLASS I
 AA2940
 AA2940.The horizontal coordinates were established by GPS observations
 AA2940.and adjusted by the National Geodetic Survey in March 1995..
 AA2940
 AA2940.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2940
 AA2940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2940
 AA2940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2940
 AA2940.The ellipsoidal height was determined by GPS observations
 AA2940.and is referenced to NAD 83.
 AA2940
 AA2940.The geoid height was determined by GEOID03.
 AA2940
 AA2940;                    North         East     Units Scale Factor Converg.
 AA2940;SPC AL E     -   424,499.608   223,965.201   MT  0.99996708   +0 08 48.7
 AA2940;UTM  16      - 3,799,429.721   631,284.996   MT  0.99981246   +0 48 17.6
 AA2940
 AA2940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2940!SPC AL E     -   0.99997221  x   0.99996708  =   0.99993929
 AA2940!UTM  16      -   0.99997221  x   0.99981246  =   0.99978468
 AA2940
 AA2940:                Primary Azimuth Mark                     Grid Az
 AA2940:SPC AL E     -  10 34                                    012 04 57.0
 AA2940:UTM  16      -  10 34                                    011 25 28.1
 AA2940
 AA2940|---------------------------------------------------------------------|
 AA2940| PID    Reference Object                     Distance      Geod. Az  |
 AA2940|                                                           dddmmss.s |
 AA2940| AA2941 10 34                               470.443 METERS 0121345.7 |
 AA2940|---------------------------------------------------------------------|
 AA2940
 AA2940                          SUPERSEDED SURVEY CONTROL
 AA2940
 AA2940  ELLIP H (03/30/95)  177.11   (m)                       GP(       ) 4 2
 AA2940  NGVD 29 (03/30/95)  205.9    (m)          676.     (f) GPS OBS        
 AA2940
 AA2940.Superseded values are not recommended for survey control.
 AA2940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2940.See file dsdata.txt to determine how the superseded data were derived.
 AA2940
 AA2940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3128599430(NAD 83)
 AA2940_MARKER: DD = SURVEY DISK
 AA2940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2940_SP_SET: CONCRETE POST
 AA2940_STAMPING: 10-33 1993
 AA2940_MARK LOGO: ALHD  
 AA2940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2940+STABILITY: SURFACE MOTION
 AA2940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2940+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2940
 AA2940  HISTORY     - Date     Condition        Report By
 AA2940  HISTORY     - 1993     MONUMENTED       ALHD
 AA2940
 AA2940                          STATION DESCRIPTION
 AA2940
 AA2940'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2940'THE STATION IS IN CHEROKEE COUNTY ON THE WEST RIGHT OF WAY OF AL 35
 AA2940'ABOUT 7.45 MI (11.99 KM) NORTH OF CEDAR BLUFF AND ABOUT 13.45 MI
 AA2940'(21.65 KM) NORTH-NORTHEAST OF CENTRE. TO REACH THE STATION FROM THE
 AA2940'JUNCTION OF AL 68 AND AL 35 (MILEPOST 47.04 ON AL 68 AND MILEPOST 2.48
 AA2940'ON AL 35) IN GAYLESVILLE, DRIVE NORTHWEST AND NORTH FOR 4.75 MI (7.64
 AA2940'KM) TO MILEPOST 7.25 AND THE STATION ON THE LEFT. THE STATION IS 20.0
 AA2940'FT (6.1 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL B 35, 37.2 FT
 AA2940'(11.3 M) WEST OF THE CENTERLINE OF AL 35, 37.9 FT (11.6 M) NORTH OF
 AA2940'TELEPHONE CABLE PEDESTAL B 34, 61.7 FT (18.8 M) NORTHWEST OF THE WEST
 AA2940'POST OF A FORT PAYNE / BROOMTOWN DIRECTIONAL SIGN, 62.8 FT (19.1 M)
 AA2940'SOUTH OF A YIELD SIGN, 66.0 FT (20.1 M) NORTHWEST OF THE EAST POST OF
 AA2940'A FORT PAYNE / BROOMTOWN DIRECTIONAL SIGN, 1.5 FT (0.5 M) EAST OF A
 AA2940'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-34
 AA2940'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2941 ***********************************************************************
 AA2941  DESIGNATION -  10 34
 AA2941  PID         -  AA2941
 AA2941  STATE/COUNTY-  AL/CHEROKEE
 AA2941  USGS QUAD   -  GAYLESVILLE (1986)
 AA2941
 AA2941                         *CURRENT SURVEY CONTROL
 AA2941  ___________________________________________________________________
 AA2941* NAD 83(1992)-  34 19 55.15790(N)    085 34 18.58552(W)     ADJUSTED  
 AA2941* NAVD 88     -       210.0    (meters)     689.     (feet)  VERTCON   
 AA2941  ___________________________________________________________________
 AA2941  X           -     407,103.234 (meters)                     COMP
 AA2941  Y           -  -5,256,987.233 (meters)                     COMP
 AA2941  Z           -   3,577,018.980 (meters)                     COMP
 AA2941  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AA2941  ELLIP HEIGHT-         181.15  (meters)          (07/29/02) GPS OBS
 AA2941  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AA2941
 AA2941  HORZ ORDER  -  FIRST
 AA2941  ELLP ORDER  -  FOURTH    CLASS I
 AA2941
 AA2941.The horizontal coordinates were established by GPS observations
 AA2941.and adjusted by the National Geodetic Survey in March 1995..
 AA2941
 AA2941.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2941
 AA2941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2941
 AA2941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2941
 AA2941.The ellipsoidal height was determined by GPS observations
 AA2941.and is referenced to NAD 83.
 AA2941
 AA2941.The geoid height was determined by GEOID03.
 AA2941
 AA2941;                    North         East     Units Scale Factor Converg.
 AA2941;SPC AL E     -   424,959.615   224,063.670   MT  0.99996713   +0 08 50.9
 AA2941;UTM  16      - 3,799,890.757   631,378.161   MT  0.99981276   +0 48 20.1
 AA2941
 AA2941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2941!SPC AL E     -   0.99997156  x   0.99996713  =   0.99993870
 AA2941!UTM  16      -   0.99997156  x   0.99981276  =   0.99978433
 AA2941
 AA2941:                Primary Azimuth Mark                     Grid Az
 AA2941:SPC AL E     -  10 33                                    192 04 56.9
 AA2941:UTM  16      -  10 33                                    191 25 27.7
 AA2941
 AA2941|---------------------------------------------------------------------|
 AA2941| PID    Reference Object                     Distance      Geod. Az  |
 AA2941|                                                           dddmmss.s |
 AA2941| AA2940 10 33                               470.443 METERS 1921347.8 |
 AA2941|---------------------------------------------------------------------|
 AA2941
 AA2941                          SUPERSEDED SURVEY CONTROL
 AA2941
 AA2941  ELLIP H (03/30/95)  181.22   (m)                       GP(       ) 4 2
 AA2941  NGVD 29 (03/30/95)  210.0    (m)          689.     (f) GPS OBS        
 AA2941
 AA2941.Superseded values are not recommended for survey control.
 AA2941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2941.See file dsdata.txt to determine how the superseded data were derived.
 AA2941
 AA2941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3137899891(NAD 83)
 AA2941_MARKER: DD = SURVEY DISK
 AA2941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2941_SP_SET: CONCRETE POST
 AA2941_STAMPING: 10-34 1993
 AA2941_MARK LOGO: ALHD  
 AA2941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2941+STABILITY: SURFACE MOTION
 AA2941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2941+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2941
 AA2941  HISTORY     - Date     Condition        Report By
 AA2941  HISTORY     - 1993     MONUMENTED       ALHD
 AA2941
 AA2941                          STATION DESCRIPTION
 AA2941
 AA2941'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2941'THE STATION IS IN CHEROKEE COUNTY ON THE WEST RIGHT OF WAY OF AL 35
 AA2941'ABOUT 7.75 MI (12.47 KM) NORTH OF CEDAR BLUFF AND ABOUT 13.75 MI
 AA2941'(22.13 KM) NORTH-NORTHEAST OF CENTRE. TO REACH THE STATION FROM THE
 AA2941'JUNCTION OF AL 68 AND AL 35 (MILEPOST 47.04 ON AL 68 AND MILEPOST 2.48
 AA2941'ON AL 35) IN GAYLESVILLE, DRIVE NORTHWEST AND NORTH ON AL 35 FOR 5.05
 AA2941'MI (8.13 KM) TO MILEPOST 7.55 AND THE STATION ON THE LEFT. THE STATION
 AA2941'IS 53.7 FT (16.4 M) WEST-NORTHWEST OF THE CENTERLINE OF AL 35, 56.2 FT
 AA2941'(17.1 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A TIN SHOP WITH A
 AA2941'CONCRETE BASE, 151.5 FT (46.2 M) NORTH OF THE CENTER OF A GRAVEL ROAD,
 AA2941'172.0 FT (52.4 M) NORTH OF A BLACK METAL MAILBOX ON AN OLD TREATED
 AA2941'WOOD POST, 173.2 FT (52.8 M) NORTH OF A METAL MAILBOX ON A THREE-INCH
 AA2941'TREATED WOOD POST, 191.7 FT (58.4 M) SOUTHWEST OF A BLACK METAL
 AA2941'MAILBOX ON A THREE-INCH TREATED WOOD POST, 1.7 FT (0.5 M) EAST OF A
 AA2941'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-33
 AA2941'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2942 ***********************************************************************
 AA2942  DESIGNATION -  10 35
 AA2942  PID         -  AA2942
 AA2942  STATE/COUNTY-  AL/CHEROKEE
 AA2942  USGS QUAD   -  JAMESTOWN (1984)
 AA2942
 AA2942                         *CURRENT SURVEY CONTROL
 AA2942  ___________________________________________________________________
 AA2942* NAD 83(1992)-  34 24 03.09755(N)    085 34 26.07785(W)     ADJUSTED  
 AA2942* NAVD 88     -       247.2    (meters)     811.     (feet)  VERTCON   
 AA2942  ___________________________________________________________________
 AA2942  X           -     406,581.822 (meters)                     COMP
 AA2942  Y           -  -5,252,732.752 (meters)                     COMP
 AA2942  Z           -   3,583,346.504 (meters)                     COMP
 AA2942  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AA2942  ELLIP HEIGHT-         218.35  (meters)          (07/29/02) GPS OBS
 AA2942  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA2942
 AA2942  HORZ ORDER  -  FIRST
 AA2942  ELLP ORDER  -  FOURTH    CLASS I
 AA2942
 AA2942.The horizontal coordinates were established by GPS observations
 AA2942.and adjusted by the National Geodetic Survey in March 1995..
 AA2942
 AA2942.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2942
 AA2942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2942
 AA2942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2942
 AA2942.The ellipsoidal height was determined by GPS observations
 AA2942.and is referenced to NAD 83.
 AA2942
 AA2942.The geoid height was determined by GEOID03.
 AA2942
 AA2942;                    North         East     Units Scale Factor Converg.
 AA2942;SPC AL E     -   432,598.764   223,852.631   MT  0.99996701   +0 08 47.6
 AA2942;UTM  16      - 3,807,525.793   631,079.364   MT  0.99981179   +0 48 21.0
 AA2942
 AA2942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2942!SPC AL E     -   0.99996573  x   0.99996701  =   0.99993274
 AA2942!UTM  16      -   0.99996573  x   0.99981179  =   0.99977752
 AA2942
 AA2942:                Primary Azimuth Mark                     Grid Az
 AA2942:SPC AL E     -  10 36                                    035 52 50.2
 AA2942:UTM  16      -  10 36                                    035 13 16.8
 AA2942
 AA2942|---------------------------------------------------------------------|
 AA2942| PID    Reference Object                     Distance      Geod. Az  |
 AA2942|                                                           dddmmss.s |
 AA2942| AA2943 10 36                               APPROX. 0.5 KM 0360137.8 |
 AA2942|---------------------------------------------------------------------|
 AA2942
 AA2942                          SUPERSEDED SURVEY CONTROL
 AA2942
 AA2942  ELLIP H (03/30/95)  218.43   (m)                       GP(       ) 4 2
 AA2942  NGVD 29 (03/30/95)  247.1    (m)          811.     (f) GPS OBS        
 AA2942
 AA2942.Superseded values are not recommended for survey control.
 AA2942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2942.See file dsdata.txt to determine how the superseded data were derived.
 AA2942
 AA2942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3107907526(NAD 83)
 AA2942_MARKER: DD = SURVEY DISK
 AA2942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2942_SP_SET: CONCRETE POST
 AA2942_STAMPING: 10-35 1993
 AA2942_MARK LOGO: ALHD  
 AA2942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2942+STABILITY: SURFACE MOTION
 AA2942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2942+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2942
 AA2942  HISTORY     - Date     Condition        Report By
 AA2942  HISTORY     - 1993     MONUMENTED       ALHD
 AA2942
 AA2942                          STATION DESCRIPTION
 AA2942
 AA2942'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2942'THE STATION IS IN CHEROKEE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2942'CHEROKEE COUNTY ROAD 15 ABOUT 12.40 MI (19.96 KM) NORTH OF CEDAR BLUFF
 AA2942'AND ABOUT 18.05 MI (29.05 KM) NORTH-NORTHEAST OF CENTRE. TO REACH THE
 AA2942'STATION FROM THE JUNCTION OF AL 68 AND AL 35 (MILEPOST 47.04 ON AL 68
 AA2942'AND MILEPOST 2.48 ON AL 35) IN GAYLESVILLE, DRIVE NORTHWEST AND NORTH
 AA2942'ON AL 35 FOR 8.70 MI (14.00 KM) TO MILEPOST 11.20, AL 273 SOUTH TO THE
 AA2942'LEFT, AND CHEROKEE COUNTY ROAD 15 RIGHT. TURN RIGHT ON CHEROKEE COUNTY
 AA2942'ROAD 15 AND DRIVE NORTHEAST FOR 3.40 MI (5.47 KM) TO THE STATION ON
 AA2942'THE RIGHT. THE STATION IS 33.7 FT (10.3 M) SOUTH-SOUTHEAST OF THE
 AA2942'CENTERLINE OF CHEROKEE COUNTY ROAD 15, 73.9 FT (22.5 M) SOUTH OF A
 AA2942'METAL MAILBOX ON AN OLD WOOD POST ACROSS THE ROAD (321), 88.6 FT (27.0
 AA2942'M) SOUTH OF THE WEST END OF A TWENTY-INCH CONCRETE DRAINAGE PIPE UNDER
 AA2942'A GRAVEL DRIVEWAY LEADING TO A WOOD FRAME HOUSE WITH A TIN ROOF ACROSS
 AA2942'THE ROAD, 94.0 FT (28.7 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL
 AA2942'DRIVEWAY LEADING TO A WOOD FRAME HOUSE WITH A TIN ROOF ACROSS THE
 AA2942'ROAD, 106.3 FT (32.4 M) SOUTH-SOUTHWEST OF THE EAST END OF A
 AA2942'TWENTY-INCH CONCRETE DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY LEADING TO
 AA2942'A WOOD FRAME HOUSE WITH A TIN ROOF ACROSS THE ROAD, 108.0 FT (32.9 M)
 AA2942'SOUTHWEST OF TELEPHONE CABLE PEDESTAL B 26 LP5, 1.8 FT (0.5 M)
 AA2942'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2942'STATION 10-36 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2943 ***********************************************************************
 AA2943  DESIGNATION -  10 36
 AA2943  PID         -  AA2943
 AA2943  STATE/COUNTY-  AL/CHEROKEE
 AA2943  USGS QUAD   -  JAMESTOWN (1984)
 AA2943
 AA2943                         *CURRENT SURVEY CONTROL
 AA2943  ___________________________________________________________________
 AA2943* NAD 83(1992)-  34 24 16.91004(N)    085 34 13.95809(W)     ADJUSTED  
 AA2943* NAVD 88     -       248.9    (meters)     817.     (feet)  VERTCON   
 AA2943  ___________________________________________________________________
 AA2943  X           -     406,872.000 (meters)                     COMP
 AA2943  Y           -  -5,252,470.518 (meters)                     COMP
 AA2943  Z           -   3,583,698.668 (meters)                     COMP
 AA2943  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AA2943  ELLIP HEIGHT-         220.09  (meters)          (07/29/02) GPS OBS
 AA2943  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA2943
 AA2943  HORZ ORDER  -  FIRST
 AA2943  ELLP ORDER  -  FOURTH    CLASS I
 AA2943
 AA2943.The horizontal coordinates were established by GPS observations
 AA2943.and adjusted by the National Geodetic Survey in March 1995..
 AA2943
 AA2943.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2943
 AA2943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2943
 AA2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2943
 AA2943.The ellipsoidal height was determined by GPS observations
 AA2943.and is referenced to NAD 83.
 AA2943
 AA2943.The geoid height was determined by GEOID03.
 AA2943
 AA2943;                    North         East     Units Scale Factor Converg.
 AA2943;SPC AL E     -   433,025.161   224,161.071   MT  0.99996719   +0 08 54.5
 AA2943;UTM  16      - 3,807,955.645   631,382.830   MT  0.99981277   +0 48 28.1
 AA2943
 AA2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2943!SPC AL E     -   0.99996545  x   0.99996719  =   0.99993264
 AA2943!UTM  16      -   0.99996545  x   0.99981277  =   0.99977823
 AA2943
 AA2943:                Primary Azimuth Mark                     Grid Az
 AA2943:SPC AL E     -  10 35                                    215 52 50.2
 AA2943:UTM  16      -  10 35                                    215 13 16.6
 AA2943
 AA2943|---------------------------------------------------------------------|
 AA2943| PID    Reference Object                     Distance      Geod. Az  |
 AA2943|                                                           dddmmss.s |
 AA2943| AA2942 10 35                               APPROX. 0.5 KM 2160144.7 |
 AA2943|---------------------------------------------------------------------|
 AA2943
 AA2943                          SUPERSEDED SURVEY CONTROL
 AA2943
 AA2943  ELLIP H (03/30/95)  220.17   (m)                       GP(       ) 4 2
 AA2943  NGVD 29 (03/30/95)  248.9    (m)          817.     (f) GPS OBS        
 AA2943
 AA2943.Superseded values are not recommended for survey control.
 AA2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2943.See file dsdata.txt to determine how the superseded data were derived.
 AA2943
 AA2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3138307956(NAD 83)
 AA2943_MARKER: DD = SURVEY DISK
 AA2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2943_SP_SET: CONCRETE POST
 AA2943_STAMPING: 10-36 1993
 AA2943_MARK LOGO: ALHD  
 AA2943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2943+STABILITY: SURFACE MOTION
 AA2943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2943+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2943
 AA2943  HISTORY     - Date     Condition        Report By
 AA2943  HISTORY     - 1993     MONUMENTED       ALHD
 AA2943
 AA2943                          STATION DESCRIPTION
 AA2943
 AA2943'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2943'THE STATION IS IN CHEROKEE COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 AA2943'CHEROKEE COUNTY ROAD 15 ABOUT 12.75 MI (20.52 KM) NORTH OF CEDAR BLUFF
 AA2943'AND ABOUT 18.45 MI (29.69 KM) NORTH-NORTHEAST OF CENTRE. TO REACH THE
 AA2943'STATION FROM THE JUNCTION OF AL 68 AND AL 35 (MILEPOST 47.04 ON AL 68
 AA2943'AND MILEPOST 2.48 ON AL 35) IN GAYLESVILLE, DRIVE NORTHWEST AND NORTH
 AA2943'ON AL 35 FOR 8.70 MI (14.00 KM) TO MILEPOST 11.20, AL 273 SOUTH TO THE
 AA2943'LEFT, AND CHEROKEE COUNTY ROAD 15 RIGHT. TURN RIGHT ON CHEROKEE COUNTY
 AA2943'ROAD 15 AND DRIVE NORTHEAST FOR 3.75 MI (6.03 KM) TO THE STATION ON
 AA2943'THE LEFT. THE STATION IS 21.9 FT (6.7 M) NORTH-NORTHEAST OF A POWER
 AA2943'AND CABLE POLE WITH ONE TRANSFORMER, 34.6 FT (10.5 M) WEST-NORTHWEST
 AA2943'OF THE CENTERLINE OF CHEROKEE COUNTY ROAD 15, 65.0 FT (19.8 M)
 AA2943'NORTH-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A WOOD
 AA2943'FRAME HOUSE WITH A CONCRETE BLOCK FOUNDATION, 77.2 FT (23.5 M)
 AA2943'NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER ACROSS THE ROAD, 77.5 FT
 AA2943'(23.6 M) NORTHWEST OF A CABLE POLE WITH ONE GUY WIRE ACROSS THE ROAD,
 AA2943'87.9 FT (26.8 M) NORTH-NORTHEAST OF TWO BLACK PLASTIC MAILBOXES ON A
 AA2943'WOOD POST, 93.5 FT (28.5 M) NORTH-NORTHWEST OF THE CENTER OF A DOUBLE
 AA2943'METAL GATE ACROSS THE ROAD, 1.9 FT (0.6 M) SOUTHEAST OF A CARSONITE
 AA2943'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 10-35 1993 MAY BE
 AA2943'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2307 ***********************************************************************
 EE2307  DESIGNATION -  10 4
 EE2307  PID         -  EE2307
 EE2307  STATE/COUNTY-  AL/CHEROKEE
 EE2307  USGS QUAD   -  CHATTOOGAVILLE (1967)
 EE2307
 EE2307                         *CURRENT SURVEY CONTROL
 EE2307  ___________________________________________________________________
 EE2307* NAD 83(1992)-  34 19 40.14154(N)    085 28 14.36386(W)     ADJUSTED  
 EE2307* NAVD 88     -       183.1    (meters)     601.     (feet)  VERTCON   
 EE2307  ___________________________________________________________________
 EE2307  X           -     416,404.214 (meters)                     COMP
 EE2307  Y           -  -5,256,498.136 (meters)                     COMP
 EE2307  Z           -   3,576,621.672 (meters)                     COMP
 EE2307  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 EE2307  ELLIP HEIGHT-         154.21  (meters)          (07/29/02) GPS OBS
 EE2307  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EE2307
 EE2307  HORZ ORDER  -  FIRST
 EE2307  ELLP ORDER  -  FOURTH    CLASS I
 EE2307
 EE2307.The horizontal coordinates were established by GPS observations
 EE2307.and adjusted by the National Geodetic Survey in December 1992..
 EE2307
 EE2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2307
 EE2307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2307
 EE2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2307
 EE2307.The ellipsoidal height was determined by GPS observations
 EE2307.and is referenced to NAD 83.
 EE2307
 EE2307.The geoid height was determined by GEOID03.
 EE2307
 EE2307;                    North         East     Units Scale Factor Converg.
 EE2307;SPC AL E     -   424,525.525   233,375.299   MT  0.99997373   +0 12 16.3
 EE2307;SPC GA W     -   480,633.395   580,004.106   MT  1.00007743   -0 44 07.6
 EE2307;SPC GA W     - 1,576,878.06  1,902,896.80   sFT  1.00007743   -0 44 07.6
 EE2307;UTM  16      - 3,799,563.690   640,692.838   MT  0.99984400   +0 51 45.3
 EE2307
 EE2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2307!SPC AL E     -   0.99997579  x   0.99997373  =   0.99994952
 EE2307!SPC GA W     -   0.99997579  x   1.00007743  =   1.00005322
 EE2307!UTM  16      -   0.99997579  x   0.99984400  =   0.99981980
 EE2307
 EE2307                          SUPERSEDED SURVEY CONTROL
 EE2307
 EE2307  ELLIP H (12/04/92)  154.28   (m)                       GP(       ) 4 1
 EE2307  NAD 83(1992)-  34 19 40.14834(N)    085 28 14.36563(W) AD(       ) 1
 EE2307  NGVD 29 (12/04/92)  183.1    (m)          601.     (f) GPS OBS        
 EE2307
 EE2307.Superseded values are not recommended for survey control.
 EE2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2307.See file dsdata.txt to determine how the superseded data were derived.
 EE2307
 EE2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4069399564(NAD 83)
 EE2307_MARKER: DD = SURVEY DISK
 EE2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2307_SP_SET: CONCRETE POST
 EE2307_STAMPING: 10 - 4 1990
 EE2307_MARK LOGO: ALHD  
 EE2307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2307+STABILITY: SURFACE MOTION
 EE2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2307+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2002
 EE2307
 EE2307  HISTORY     - Date     Condition        Report By
 EE2307  HISTORY     - 1990     MONUMENTED       ALHD
 EE2307  HISTORY     - 20020801 GOOD             GADT
 EE2307
 EE2307                          STATION DESCRIPTION
 EE2307
 EE2307'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2307'THE STATION IS LOCATED IN CHEROKEE COUNTY ON THE SOUTHEAST RIGHT OF
 EE2307'WAY OF ALA 68, ABOUT 10.78 KM (6.70 MI) NORTHEAST OF GAYLESVILLE AND
 EE2307'ABOUT 13.36 KM (8.30 MI) EAST - SOUTHEAST OF BLANCHE.
 EE2307'TO REACH THE STATION FROM THE JUNCTION OF ALA 35 AND ALA 68, MILE POST
 EE2307'47.05 ON ALA 68, DRIVE NORTHEAST ON ALA 68 11.18 KM (6.95 MI) TO MILE
 EE2307'POST 54.00, THE ALABAMA - GEORGIA STATE LINE, AND THE STATION ON THE
 EE2307'RIGHT.
 EE2307'THE STATION IS 10.52 M (34.51 FT) SOUTHEAST OF THE CENTERLINE OF ALA
 EE2307'68, 24.96 M (81.89 FT) SOUTHWEST OF THE SOUTHEAST END OF A GOLD ON
 EE2307'BLACK WELCOME TO CHATTOOGA COUNTY SIGN, 26.18 M (85.89 FT) SOUTHWEST
 EE2307'OF THE NORTHWEST END OF A GOLD ON BLACK WELCOME TO CHATTOOGA COUNTY
 EE2307'SIGN, 26.18 M (85.89 FT) SOUTHWEST OF THE SOUTHEAST POST OF A GEORGIA
 EE2307'STATE LINE SIGN, 31.09 M (102.00 FT) EAST - NORTHEAST OF AN ENTERING
 EE2307'CENTRAL TIME ZONE SIGN, 0.79 M (2.59 FT) NORTHWEST OF A CARSONITE
 EE2307'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2307'STATION 10 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2307
 EE2307                          STATION RECOVERY (2002)
 EE2307
 EE2307'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2002
 EE2307'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1954 ***********************************************************************
 AA1954  DESIGNATION -  10 5
 AA1954  PID         -  AA1954
 AA1954  STATE/COUNTY-  AL/CHEROKEE
 AA1954  USGS QUAD   -  PIEDMONT (1983)
 AA1954
 AA1954                         *CURRENT SURVEY CONTROL
 AA1954  ___________________________________________________________________
 AA1954* NAD 83(1992)-  33 57 55.00237(N)    085 34 20.85117(W)     ADJUSTED  
 AA1954* NAVD 88     -       204.8    (meters)     672.     (feet)  VERTCON   
 AA1954  ___________________________________________________________________
 AA1954  X           -     408,807.945 (meters)                     COMP
 AA1954  Y           -  -5,279,753.806 (meters)                     COMP
 AA1954  Z           -   3,543,351.307 (meters)                     COMP
 AA1954  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AA1954  ELLIP HEIGHT-         176.02  (meters)          (07/29/02) GPS OBS
 AA1954  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AA1954
 AA1954  HORZ ORDER  -  FIRST
 AA1954  ELLP ORDER  -  FOURTH    CLASS I
 AA1954
 AA1954.The horizontal coordinates were established by GPS observations
 AA1954.and adjusted by the National Geodetic Survey in September 1994..
 AA1954
 AA1954.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1954
 AA1954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1954
 AA1954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1954
 AA1954.The ellipsoidal height was determined by GPS observations
 AA1954.and is referenced to NAD 83.
 AA1954
 AA1954.The geoid height was determined by GEOID03.
 AA1954
 AA1954;                    North         East     Units Scale Factor Converg.
 AA1954;SPC AL E     -   384,283.616   224,109.720   MT  0.99996716   +0 08 44.7
 AA1954;UTM  16      - 3,759,224.188   631,889.132   MT  0.99981443   +0 47 51.6
 AA1954
 AA1954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1954!SPC AL E     -   0.99997237  x   0.99996716  =   0.99993953
 AA1954!UTM  16      -   0.99997237  x   0.99981443  =   0.99978680
 AA1954
 AA1954                          SUPERSEDED SURVEY CONTROL
 AA1954
 AA1954  ELLIP H (09/29/94)  176.07   (m)                       GP(       ) 3 2
 AA1954  NGVD 29 (09/29/94)  204.7    (m)          672.     (f) GPS OBS        
 AA1954
 AA1954.Superseded values are not recommended for survey control.
 AA1954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1954.See file dsdata.txt to determine how the superseded data were derived.
 AA1954
 AA1954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3188959224(NAD 83)
 AA1954_MARKER: DD = SURVEY DISK
 AA1954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1954_SP_SET: CONCRETE POST
 AA1954_STAMPING: 10-5 1993
 AA1954_MARK LOGO: ALHD  
 AA1954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1954+STABILITY: SURFACE MOTION
 AA1954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1954+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AA1954
 AA1954  HISTORY     - Date     Condition        Report By
 AA1954  HISTORY     - 1993     MONUMENTED       ALHD
 AA1954  HISTORY     - 20050205 GOOD             ALPCO
 AA1954
 AA1954                          STATION DESCRIPTION
 AA1954
 AA1954'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1954'THE STATION IS LOCATED IN CHEROKEE COUNTY ON THE EAST RIGHT OF WAY OF
 AA1954'CHEROKEE COUNTY ROAD NO. 33, ABOUT 10.35 MI (16.66 KM) SOUTHWEST OF
 AA1954'FORNEY AND ABOUT 14.15 MI (22.77 KM) SOUTH-SOUTHEAST OF CENTRE. TO
 AA1954'REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA 9 (MILE POST
 AA1954'136.95 ON U.S. 278 AND MILE POST 142.55 ON ALA 9) IN PIEDMONT, DRIVE
 AA1954'EAST ON U.S. 278 FOR 3.20 MI (5.15 KM) TO MILE POST 140.15 AND
 AA1954'CHEROKEE COUNTY ROAD NO. 33 ON THE LEFT, TURN LEFT ON CHEROKEE COUNTY
 AA1954'ROAD NO. 33 AND DRIVE NORTHWEST AND NORTH FOR 0.85 MI (1.37 KM) TO THE
 AA1954'STATION ON THE RIGHT. THE STATION IS 32.0 FT (9.8 M) EAST OF THE
 AA1954'CENTER OF CHEROKEE COUNTY ROAD NO. 33, 91.0 FT (27.7 M) NORTH OF THE
 AA1954'NORTH END OF A FIFTEEN-INCH CONCRETE PIPE UNDER A FIELD ROAD, 102.0 FT
 AA1954'(31.1 M) NORTH OF THE CENTER OF A DIRT FIELD ROAD, 106.3 FT (32.4 M)
 AA1954'SOUTH OF A POWER POLE, 1.7 FT (0.5 M) WEST OF A CARSONITE WITNESS
 AA1954'POST, AND SET FLUSH WITH THE GROUND. STATION 10-6 1993 MAY BE USED AS
 AA1954'AN AZIMUTH FOR THIS STATION.
 AA1954
 AA1954                          STATION RECOVERY (2005)
 AA1954
 AA1954'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (DS)
 AA1954'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1955 ***********************************************************************
 AA1955  DESIGNATION -  10 6
 AA1955  PID         -  AA1955
 AA1955  STATE/COUNTY-  AL/CHEROKEE
 AA1955  USGS QUAD   -  PIEDMONT (1983)
 AA1955
 AA1955                         *CURRENT SURVEY CONTROL
 AA1955  ___________________________________________________________________
 AA1955* NAD 83(1992)-  33 58 18.42169(N)    085 34 20.18129(W)     ADJUSTED  
 AA1955* NAVD 88     -       205.5    (meters)     674.     (feet)  VERTCON   
 AA1955  ___________________________________________________________________
 AA1955  X           -     408,794.008 (meters)                     COMP
 AA1955  Y           -  -5,279,351.055 (meters)                     COMP
 AA1955  Z           -   3,543,950.148 (meters)                     COMP
 AA1955  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AA1955  ELLIP HEIGHT-         176.70  (meters)          (07/29/02) GPS OBS
 AA1955  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA1955
 AA1955  HORZ ORDER  -  FIRST
 AA1955  ELLP ORDER  -  FOURTH    CLASS I
 AA1955
 AA1955.The horizontal coordinates were established by GPS observations
 AA1955.and adjusted by the National Geodetic Survey in September 1994..
 AA1955
 AA1955.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1955
 AA1955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1955
 AA1955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1955
 AA1955.The ellipsoidal height was determined by GPS observations
 AA1955.and is referenced to NAD 83.
 AA1955
 AA1955.The geoid height was determined by GEOID03.
 AA1955
 AA1955;                    North         East     Units Scale Factor Converg.
 AA1955;SPC AL E     -   385,005.221   224,125.080   MT  0.99996717   +0 08 45.2
 AA1955;UTM  16      - 3,759,945.811   631,896.279   MT  0.99981445   +0 47 52.5
 AA1955
 AA1955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1955!SPC AL E     -   0.99997226  x   0.99996717  =   0.99993943
 AA1955!UTM  16      -   0.99997226  x   0.99981445  =   0.99978672
 AA1955
 AA1955                          SUPERSEDED SURVEY CONTROL
 AA1955
 AA1955  ELLIP H (09/29/94)  176.75   (m)                       GP(       ) 3 2
 AA1955  NGVD 29 (09/29/94)  205.4    (m)          674.     (f) GPS OBS        
 AA1955
 AA1955.Superseded values are not recommended for survey control.
 AA1955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1955.See file dsdata.txt to determine how the superseded data were derived.
 AA1955
 AA1955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3189659946(NAD 83)
 AA1955_MARKER: DD = SURVEY DISK
 AA1955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1955_SP_SET: CONCRETE POST
 AA1955_STAMPING: 10-6 1993
 AA1955_MARK LOGO: ALHD  
 AA1955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1955+STABILITY: SURFACE MOTION
 AA1955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1955+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1955
 AA1955  HISTORY     - Date     Condition        Report By
 AA1955  HISTORY     - 1993     MONUMENTED       ALHD
 AA1955
 AA1955                          STATION DESCRIPTION
 AA1955
 AA1955'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1955'THE STATION IS LOCATED IN CHEROKEE COUNTY ON THE WEST RIGHT OF WAY OF
 AA1955'CHEROKEE COUNTY ROAD NO. 33, ABOUT 10.00 MI (16.09 KM) SOUTHWEST OF
 AA1955'FORNEY AND ABOUT 13.70 MI (22.05 KM) SOUTH-SOUTHEAST OF CENTRE. TO
 AA1955'REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA 9 (MILE POST
 AA1955'136.95 ON U.S. 278 AND MILE POST 142.55 ON ALA 9) IN PIEDMONT, DRIVE
 AA1955'EAST ON U.S. 278 FOR 3.20 MI (5.15 KM) TO MILE POST 140.15 AND
 AA1955'CHEROKEE COUNTY ROAD NO. 33 ON THE LEFT, TURN LEFT ON CHEROKEE COUNTY
 AA1955'ROAD NO. 33 AND DRIVE NORTHWEST AND NORTH FOR 1.30 MI (2.09 KM) TO THE
 AA1955'STATION ON THE LEFT. THE STATION IS 8.4 FT (2.6 M) SOUTH-SOUTHWEST OF
 AA1955'A PLASTIC WATER METER BOX, 9.6 FT (2.9 M) SOUTH-SOUTHWEST OF A PLASTIC
 AA1955'WATER METER BOX, 18.2 FT (5.5 M) NORTHWEST OF THE NORTH END OF A
 AA1955'TWENTYFOUR-INCH CM PIPE UNDER A GRAVEL DRIVEWAY, 22.7 FT (6.9 M)
 AA1955'WEST-SOUTHWEST OF A LARGE MAIL BOX, 26.0 FT (7.9 M) NORTH OF THE
 AA1955'CENTER OF A GRAVEL DRIVEWAY, 36.5 FT (11.1 M) WEST OF THE CENTER OF
 AA1955'CHEROKEE COUNTY ROAD NO. 33, 38.8 FT (11.8 M) NORTH OF TELEPHONE CABLE
 AA1955'PEDESTAL NO. P 50 L 7 ACROSS THE GRAVEL DRIVEWAY, 1.9 FT (0.6 M) EAST
 AA1955'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA1955'10-5 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1956 ***********************************************************************
 AA1956  DESIGNATION -  10 7
 AA1956  PID         -  AA1956
 AA1956  STATE/COUNTY-  AL/CHEROKEE
 AA1956  USGS QUAD   -  PIEDMONT (1983)
 AA1956
 AA1956                         *CURRENT SURVEY CONTROL
 AA1956  ___________________________________________________________________
 AA1956* NAD 83(1992)-  33 59 49.78509(N)    085 30 04.68447(W)     ADJUSTED  
 AA1956* NAVD 88     -       234.4    (meters)     769.     (feet)  VERTCON   
 AA1956  ___________________________________________________________________
 AA1956  X           -     415,211.594 (meters)                     COMP
 AA1956  Y           -  -5,277,295.815 (meters)                     COMP
 AA1956  Z           -   3,546,300.601 (meters)                     COMP
 AA1956  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AA1956  ELLIP HEIGHT-         205.62  (meters)          (07/29/02) GPS OBS
 AA1956  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AA1956
 AA1956  HORZ ORDER  -  FIRST
 AA1956  ELLP ORDER  -  FOURTH    CLASS I
 AA1956
 AA1956.The horizontal coordinates were established by GPS observations
 AA1956.and adjusted by the National Geodetic Survey in September 1994..
 AA1956
 AA1956.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1956
 AA1956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1956
 AA1956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1956
 AA1956.The ellipsoidal height was determined by GPS observations
 AA1956.and is referenced to NAD 83.
 AA1956
 AA1956.The geoid height was determined by GEOID03.
 AA1956
 AA1956;                    North         East     Units Scale Factor Converg.
 AA1956;SPC AL E     -   387,839.156   230,674.572   MT  0.99997159   +0 11 08.4
 AA1956;UTM  16      - 3,762,853.701   638,412.146   MT  0.99983617   +0 50 17.3
 AA1956
 AA1956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1956!SPC AL E     -   0.99996772  x   0.99997159  =   0.99993931
 AA1956!UTM  16      -   0.99996772  x   0.99983617  =   0.99980390
 AA1956
 AA1956:                Primary Azimuth Mark                     Grid Az
 AA1956:SPC AL E     -  10 8                                     003 00 00.2
 AA1956:UTM  16      -  10 8                                     002 20 51.3
 AA1956
 AA1956|---------------------------------------------------------------------|
 AA1956| PID    Reference Object                     Distance      Geod. Az  |
 AA1956|                                                           dddmmss.s |
 AA1956| AA1957 10 8                                426.347 METERS 0031108.6 |
 AA1956|---------------------------------------------------------------------|
 AA1956
 AA1956                          SUPERSEDED SURVEY CONTROL
 AA1956
 AA1956  ELLIP H (09/29/94)  205.67   (m)                       GP(       ) 3 2
 AA1956  NGVD 29 (09/29/94)  234.3    (m)          769.     (f) GPS OBS        
 AA1956
 AA1956.Superseded values are not recommended for survey control.
 AA1956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1956.See file dsdata.txt to determine how the superseded data were derived.
 AA1956
 AA1956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3841262854(NAD 83)
 AA1956_MARKER: DD = SURVEY DISK
 AA1956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1956_SP_SET: CONCRETE POST
 AA1956_STAMPING: 10-7 1993
 AA1956_MARK LOGO: ALHD  
 AA1956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1956+STABILITY: SURFACE MOTION
 AA1956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1956+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1956
 AA1956  HISTORY     - Date     Condition        Report By
 AA1956  HISTORY     - 1993     MONUMENTED       ALHD
 AA1956
 AA1956                          STATION DESCRIPTION
 AA1956
 AA1956'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1956'THE STATION IS LOCATED IN CHEROKEE COUNTY ON THE EAST RIGHT OF WAY OF
 AA1956'A PAVED COUNTY ROAD, ABOUT 6.50 MI (10.46 KM) SOUTH-SOUTHWEST OF
 AA1956'FORNEY AND ABOUT 14.75 MI (23.74 KM) SOUTHEAST OF CENTRE. TO REACH THE
 AA1956'STATION FROM THE JUNCTION OF U.S. 278 AND ALA 9 (MILE POST 136.95 ON
 AA1956'U.S. 278 AND MILE POST 142.55 ON ALA 9) IN PIEDMONT, DRIVE EAST ON
 AA1956'U.S. 278 FOR 8.90 MI (14.32 KM) TO MILE POST 145.85 AND CHEROKEE
 AA1956'COUNTY ROAD NO. 45 ON THE LEFT, TURN LEFT ON CHEROKEE COUNTY ROAD NO.
 AA1956'45 AND DRIVE NORTH FOR 0.35 MI (0.56 KM) TO CHEROKEE COUNTY ROAD NO. 8
 AA1956'ON THE LEFT, TURN LEFT ON CHEROKEE COUNTY ROAD NO. 8 AND DRIVE WEST
 AA1956'AND NORTHWEST FOR 1.30 MI (2.09 KM) TO CHEROKEE COUNTY ROAD NO. 179 ON
 AA1956'THE RIGHT, TURN RIGHT ON CHEROKEE COUNTY ROAD NO. 179 AND DRIVE NORTH
 AA1956'FOR 0.50 MI (0.80 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA1956'LOCATED IN FRONT OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 3.0 FT
 AA1956'(0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE ON RED TOP STEEL
 AA1956'POSTS, 24.5 FT (7.5 M) EAST OF THE CENTER OF A PAVED COUNTY ROAD, 62.4
 AA1956'FT (19.0 M) NORTHEAST OF TELEPHONE CABEL PEDESTAL NO. P 61 L 3 R 8 L 4
 AA1956'1/2 ACROSS THE ROAD, 62.7 FT (19.1 M) NORTHEAST OF A POWER POLE ACROSS
 AA1956'THE ROAD, 130.7 FT (39.8 M) NORTH OF THE SOUTHWEST CORNER OF THE
 AA1956'FENCE, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA1956'WITH THE GROUND. STATION 10-8 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1956'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1957 ***********************************************************************
 AA1957  DESIGNATION -  10 8
 AA1957  PID         -  AA1957
 AA1957  STATE/COUNTY-  AL/CHEROKEE
 AA1957  USGS QUAD   -  ELLISVILLE (1986)
 AA1957
 AA1957                         *CURRENT SURVEY CONTROL
 AA1957  ___________________________________________________________________
 AA1957* NAD 83(1992)-  34 00 03.60084(N)    085 30 03.76119(W)     ADJUSTED  
 AA1957* NAVD 88     -       232.     (meters)     761.     (feet)  SCALED    
 AA1957  ___________________________________________________________________
 AA1957  X           -     415,216.407 (meters)                     COMP
 AA1957  Y           -  -5,277,054.911 (meters)                     COMP
 AA1957  Z           -   3,546,652.353 (meters)                     COMP
 AA1957  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 AA1957  ELLIP HEIGHT-         203.52  (meters)          (07/29/02) GPS OBS
 AA1957  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AA1957
 AA1957  HORZ ORDER  -  FIRST
 AA1957  ELLP ORDER  -  FOURTH    CLASS I
 AA1957
 AA1957.The horizontal coordinates were established by GPS observations
 AA1957.and adjusted by the National Geodetic Survey in September 1994..
 AA1957
 AA1957.The orthometric height was scaled from a topographic map.
 AA1957
 AA1957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1957
 AA1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1957
 AA1957.The ellipsoidal height was determined by GPS observations
 AA1957.and is referenced to NAD 83.
 AA1957
 AA1957.The geoid height was determined by GEOID03.
 AA1957
 AA1957;                    North         East     Units Scale Factor Converg.
 AA1957;SPC AL E     -   388,264.906   230,696.885   MT  0.99997161   +0 11 09.0
 AA1957;UTM  16      - 3,763,279.620   638,429.607   MT  0.99983623   +0 50 18.1
 AA1957
 AA1957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1957!SPC AL E     -   0.99996805  x   0.99997161  =   0.99993966
 AA1957!UTM  16      -   0.99996805  x   0.99983623  =   0.99980429
 AA1957
 AA1957:                Primary Azimuth Mark                     Grid Az
 AA1957:SPC AL E     -  10 7                                     183 00 00.2
 AA1957:UTM  16      -  10 7                                     182 20 51.1
 AA1957
 AA1957|---------------------------------------------------------------------|
 AA1957| PID    Reference Object                     Distance      Geod. Az  |
 AA1957|                                                           dddmmss.s |
 AA1957| AA1956 10 7                                426.347 METERS 1831109.2 |
 AA1957|---------------------------------------------------------------------|
 AA1957
 AA1957                          SUPERSEDED SURVEY CONTROL
 AA1957
 AA1957  ELLIP H (09/29/94)  203.57   (m)                       GP(       ) 3 2
 AA1957
 AA1957.Superseded values are not recommended for survey control.
 AA1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1957.See file dsdata.txt to determine how the superseded data were derived.
 AA1957
 AA1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3843063280(NAD 83)
 AA1957_MARKER: DD = SURVEY DISK
 AA1957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1957_SP_SET: CONCRETE POST
 AA1957_STAMPING: 10-8 1993
 AA1957_MARK LOGO: ALHD  
 AA1957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1957+STABILITY: SURFACE MOTION
 AA1957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1957+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1957
 AA1957  HISTORY     - Date     Condition        Report By
 AA1957  HISTORY     - 1993     MONUMENTED       ALHD
 AA1957
 AA1957                          STATION DESCRIPTION
 AA1957
 AA1957'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1957'THE STATION IS LOCATED IN CHEROKEE COUNTY ON THE EAST RIGHT OF WAY OF
 AA1957'A PAVED COUNTY ROAD, ABOUT 6.25 MI (10.06 KM) SOUTH-SOUTHWEST OF
 AA1957'FORNEY AND ABOUT 14.60 MI (23.50 KM) SOUTHEAST OF CENTRE. TO REACH THE
 AA1957'STATION FROM THE JUNCTION OF U.S. 278 AND ALA 9 (MILE POST 136.95 ON
 AA1957'U.S. 278 AND MILE POST 142.55 ON ALA 9) IN PIEDMONT, DRIVE EAST ON
 AA1957'U.S. 278 FOR 8.90 MI (14.32 KM) TO MILE POST 145.85 AND CHEROKEE
 AA1957'COUNTY ROAD NO. 45 ON THE LEFT, TURN LEFT ON CHEROKEE COUNTY ROAD NO.
 AA1957'45 AND DRIVE NORTH FOR 0.35 MI (0.56 KM) TO CHEROKEE COUNTY ROAD NO. 8
 AA1957'ON THE LEFT, TURN LEFT ON CHEROKEE COUNTY ROAD NO. 8 AND DRIVE WEST
 AA1957'AND NORTHWEST FOR 1.30 MI (2.09 KM) TO CHEROKEE COUNTY ROAD NO. 179 ON
 AA1957'THE RIGHT, TURN RIGHT ON CHEROKEE COUNTY ROAD NO. 179 AND DRIVE NORTH
 AA1957'FOR 0.75 MI (1.21 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0
 AA1957'FT (0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE ON RED TOP STEEL
 AA1957'POSTS, 21.6 FT (6.6 M) NORTH OF THE NORTH ONE OF TWO CONNECTED WOOD
 AA1957'POSTS IN THE FENCE LINE, 25.5 FT (7.8 M) EAST OF THE CENTER OF A PAVED
 AA1957'COUNTY ROAD, 97.6 FT (29.7 M) SOUTH OF THE SOUTHEAST END OF A
 AA1957'FIFTEEN-INCH CONCRETE PIPE UNDER THE PAVED COUNTY ROAD, 98.9 FT (30.1
 AA1957'M) SOUTH OF A BLUE CARSONITE WATER LINE MARKER, 100.9 FT (30.8 M)
 AA1957'SOUTH OF THE NORTHWEST CORNER OF THE FENCE, 101.5 FT (30.9 M) SOUTH OF
 AA1957'THE SOUTHEAST END OF A FIFTEEN-INCH CONCRETE PIPE UNDER THE PAVED
 AA1957'COUNTY ROAD, 105.0 FT (32.0 M) SOUTH OF A BLUE CARSONITE WATER LINE
 AA1957'MARKER, 127.0 FT (38.7 M) SOUTH OF THE CENTER OF A PAVED COUNTY ROAD
 AA1957'LEADING EAST, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA1957'FLUSH WITH THE GROUND. STATION 10-7 1993 MAY BE USED AS AN AZIMUTH FOR
 AA1957'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2916 ***********************************************************************
 AA2916  DESIGNATION -  10 9
 AA2916  PID         -  AA2916
 AA2916  STATE/COUNTY-  AL/CHEROKEE
 AA2916  USGS QUAD   -  PIEDMONT NW (1983)
 AA2916
 AA2916                         *CURRENT SURVEY CONTROL
 AA2916  ___________________________________________________________________
 AA2916* NAD 83(1992)-  33 58 39.51143(N)    085 42 42.21786(W)     ADJUSTED  
 AA2916* NAVD 88     -       189.9    (meters)     623.     (feet)  VERTCON   
 AA2916  ___________________________________________________________________
 AA2916  X           -     395,915.049 (meters)                     COMP
 AA2916  Y           -  -5,279,955.289 (meters)                     COMP
 AA2916  Z           -   3,544,480.265 (meters)                     COMP
 AA2916  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AA2916  ELLIP HEIGHT-         161.00  (meters)          (07/29/02) GPS OBS
 AA2916  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AA2916
 AA2916  HORZ ORDER  -  FIRST
 AA2916  ELLP ORDER  -  FOURTH    CLASS I
 AA2916
 AA2916.The horizontal coordinates were established by GPS observations
 AA2916.and adjusted by the National Geodetic Survey in March 1995..
 AA2916
 AA2916.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2916
 AA2916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2916
 AA2916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2916
 AA2916.The ellipsoidal height was determined by GPS observations
 AA2916.and is referenced to NAD 83.
 AA2916
 AA2916.The geoid height was determined by GEOID03.
 AA2916
 AA2916;                    North         East     Units Scale Factor Converg.
 AA2916;SPC AL E     -   385,630.957   211,237.054   MT  0.99996156   +0 04 04.7
 AA2916;UTM  16      - 3,760,424.754   619,004.157   MT  0.99977458   +0 43 12.2
 AA2916
 AA2916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2916!SPC AL E     -   0.99997473  x   0.99996156  =   0.99993629
 AA2916!UTM  16      -   0.99997473  x   0.99977458  =   0.99974931
 AA2916
 AA2916:                Primary Azimuth Mark                     Grid Az
 AA2916:SPC AL E     -  10 10                                    004 49 00.9
 AA2916:UTM  16      -  10 10                                    004 09 53.4
 AA2916
 AA2916|---------------------------------------------------------------------|
 AA2916| PID    Reference Object                     Distance      Geod. Az  |
 AA2916|                                                           dddmmss.s |
 AA2916| AA2917 10 10                               434.836 METERS 0045305.6 |
 AA2916|---------------------------------------------------------------------|
 AA2916
 AA2916                          SUPERSEDED SURVEY CONTROL
 AA2916
 AA2916  ELLIP H (03/30/95)  161.08   (m)                       GP(       ) 4 2
 AA2916  NGVD 29 (03/30/95)  189.8    (m)          623.     (f) GPS OBS        
 AA2916
 AA2916.Superseded values are not recommended for survey control.
 AA2916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2916.See file dsdata.txt to determine how the superseded data were derived.
 AA2916
 AA2916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1900460425(NAD 83)
 AA2916_MARKER: DD = SURVEY DISK
 AA2916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2916_SP_SET: CONCRETE POST
 AA2916_STAMPING: 10-9 1993
 AA2916_MARK LOGO: ALHD  
 AA2916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2916+STABILITY: SURFACE MOTION
 AA2916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2916+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2916
 AA2916  HISTORY     - Date     Condition        Report By
 AA2916  HISTORY     - 1993     MONUMENTED       ALHD
 AA2916
 AA2916                          STATION DESCRIPTION
 AA2916
 AA2916'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2916'THE STATION IS IN CHEROKEE COUNTY ON THE WEST RIGHT OF WAY OF CHEROKEE
 AA2916'COUNTY ROAD 19 ABOUT 12.10 MI (19.47 KM) SOUTH OF CENTRE AND ABOUT
 AA2916'17.80 MI (28.65 KM) SOUTH-SOUTHWEST OF CEDAR BLUFF. TO REACH THE
 AA2916'STATION FROM THE JUNCTION OF U.S. 411 AND AL 9 (MILEPOST 241.80 ON
 AA2916'U.S. 411 AND MILEPOST 258.84 ON AL 9) IN CENTRE, DRIVE SOUTH ON AL 9
 AA2916'FOR 0.50 MI (0.80 KM) TO MILEPOST 258.35 AND CHEROKEE COUNTY ROAD 71
 AA2916'RIGHT, TURN RIGHT ON CHEROKEE COUNTY ROAD 71 AND DRIVE SOUTH AND
 AA2916'SOUTHWEST FOR 2.15 MI (3.46 KM) TO A T-INTERSECTION WITH CHEROKEE
 AA2916'COUNTY ROAD 71 STRAIGHT AND CHEROKEE COUNTY ROAD 19 LEFT, TURN LEFT ON
 AA2916'CHEROKEE COUNTY ROAD 19 AND DRIVE SOUTH FOR 10.60 MI (17.06 KM) TO THE
 AA2916'STATION ON THE RIGHT. THE STATION IS 4.0 FT (1.2 M) EAST OF A HOG WIRE
 AA2916'FENCE WITH TWO STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS, 36.6
 AA2916'FT (11.2 M) WEST OF THE CENTERLINE OF CHEROKEE COUNTY ROAD 19, 3.3 FT
 AA2916'(1.0 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2916'GROUND. STATION 10-10 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0911 ***********************************************************************
 EE0911  DESIGNATION -  10 A
 EE0911  PID         -  EE0911
 EE0911  STATE/COUNTY-  AL/JACKSON
 EE0911  USGS QUAD   -  HENAGAR (1983)
 EE0911
 EE0911                         *CURRENT SURVEY CONTROL
 EE0911  ___________________________________________________________________
 EE0911* NAD 83(1986)-  34 44 53.     (N)    085 52 04.     (W)     SCALED    
 EE0911* NAVD 88     -       187.988  (meters)     616.76   (feet)  ADJUSTED  
 EE0911  ___________________________________________________________________
 EE0911  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EE0911  DYNAMIC HT  -         187.801 (meters)     616.14  (feet)  COMP
 EE0911  MODELED GRAV-     979,634.3   (mgal)                       NAVD 88
 EE0911
 EE0911  VERT ORDER  -  FIRST     CLASS II
 EE0911
 EE0911.The horizontal coordinates were scaled from a topographic map and have
 EE0911.an estimated accuracy of +/- 6 seconds.
 EE0911
 EE0911.The orthometric height was determined by differential leveling
 EE0911.and adjusted by the National Geodetic Survey in June 1991..
 EE0911
 EE0911.The geoid height was determined by GEOID03.
 EE0911
 EE0911.The dynamic height is computed by dividing the NAVD 88
 EE0911.geopotential number by the normal gravity value computed on the
 EE0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0911.degrees latitude (g = 980.6199 gals.).
 EE0911
 EE0911.The modeled gravity was interpolated from observed gravity values.
 EE0911
 EE0911;                    North         East    Units  Estimated Accuracy
 EE0911;SPC AL E     -   471,080.      196,850.      MT  (+/- 180 meters Scaled)
 EE0911
 EE0911                          SUPERSEDED SURVEY CONTROL
 EE0911
 EE0911  NGVD 29 (??/??/92)  187.982  (m)          616.74   (f) ADJ UNCH    1 2
 EE0911
 EE0911.Superseded values are not recommended for survey control.
 EE0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0911.See file dsdata.txt to determine how the superseded data were derived.
 EE0911
 EE0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD036456(NAD 83)
 EE0911_MARKER: DB = BENCH MARK DISK
 EE0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0911_STAMPING: 10 A 1933 616.974
 EE0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0911+STABILITY: SURFACE MOTION
 EE0911
 EE0911  HISTORY     - Date     Condition        Report By
 EE0911  HISTORY     - 1933     MONUMENTED       CGS
 EE0911  HISTORY     - 1963     GOOD             NGS
 EE0911
 EE0911                          STATION DESCRIPTION
 EE0911
 EE0911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0911'5.2 MI SE FROM FACKLER.
 EE0911'ABOUT 1.8 MILES SOUTHERLY AND EASTERLY ALONG AN ASPHALT COUNTY
 EE0911'ROAD FROM THE RAILROAD CROSSING IN FACKLER, THENCE 0.6 MILE
 EE0911'SOUTHERLY ALONG NO. 72 U.S. HWY., THENCE 1.85 MILES EASTERLY AND
 EE0911'SOUTHERLY ALONG ASPHALT ROAD AND TURN SHARP LEFT, THENCE 0.25 MILE
 EE0911'E ON SAME ROAD TO ASYMMETRICAL CROSSROADS, THENCE 0.3 MILE S
 EE0911'ON EARTH ROAD TO GATE AND TAKE RIGHT FORK LESSER ROAD ALONG W
 EE0911'SIDE OF VALLEY 0.4 MILE TO FENCE AND MARK ON LEFT, ABOUT 40 YARDS
 EE0911'SE OF THE ROAD, ABOUT 5 YARDS NW OF THE TOP OF A SLOPE THAT RISES
 EE0911'AN ESTIMATED 25 FEET UP FROM THE RIVER FLATS, 8 FEET NE OF FENCE,
 EE0911'AND PROJECTING 0.4 FOOT.  MARK IS ON PROPERTY OF TENNESSEE VALLEY
 EE0911'AUTHORITY AND KNOWN TO LESSEE J.B. WORLEY WHO LIVES AT THE
 EE0911'CROSSROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4652 ***********************************************************************
 AA4652  DESIGNATION -  1010
 AA4652  PID         -  AA4652
 AA4652  STATE/COUNTY-  AL/MONTGOMERY
 AA4652  USGS QUAD   -  BRASSELL (1987)
 AA4652
 AA4652                         *CURRENT SURVEY CONTROL
 AA4652  ___________________________________________________________________
 AA4652* NAD 83(1992)-  32 23 21.65902(N)    086 01 12.12589(W)     ADJUSTED  
 AA4652* NAVD 88     -        57.9    (meters)     190.     (feet)  VERTCON   
 AA4652  ___________________________________________________________________
 AA4652  X           -     374,182.152 (meters)                     COMP
 AA4652  Y           -  -5,378,078.552 (meters)                     COMP
 AA4652  Z           -   3,396,983.878 (meters)                     COMP
 AA4652  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AA4652  ELLIP HEIGHT-          29.72  (meters)          (07/29/02) GPS OBS
 AA4652  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AA4652
 AA4652  HORZ ORDER  -  FIRST
 AA4652  ELLP ORDER  -  FOURTH    CLASS I
 AA4652
 AA4652.The horizontal coordinates were established by GPS observations
 AA4652.and adjusted by the National Geodetic Survey in April 1995..
 AA4652
 AA4652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4652
 AA4652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4652
 AA4652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4652
 AA4652.The ellipsoidal height was determined by GPS observations
 AA4652.and is referenced to NAD 83.
 AA4652
 AA4652.The geoid height was determined by GEOID03.
 AA4652
 AA4652;                    North         East     Units Scale Factor Converg.
 AA4652;SPC AL E     -   209,492.732   182,433.624   MT  0.99996380   -0 06 00.0
 AA4652;UTM  16      - 3,584,015.760   592,171.579   MT  0.99970476   +0 31 29.9
 AA4652
 AA4652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4652!SPC AL E     -   0.99999533  x   0.99996380  =   0.99995913
 AA4652!UTM  16      -   0.99999533  x   0.99970476  =   0.99970010
 AA4652
 AA4652                          SUPERSEDED SURVEY CONTROL
 AA4652
 AA4652  ELLIP H (10/22/97)   29.81   (m)                       GP(       ) 4 1
 AA4652  ELLIP H (04/13/95)    1.46   (m)                       GP(       ) 4 1
 AA4652  NGVD 29 (04/13/95)   57.8    (m)          190.     (f) GPS OBS        
 AA4652
 AA4652.Superseded values are not recommended for survey control.
 AA4652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4652.See file dsdata.txt to determine how the superseded data were derived.
 AA4652
 AA4652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9217284016(NAD 83)
 AA4652_MARKER: DD = SURVEY DISK
 AA4652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4652_SP_SET: CONCRETE POST
 AA4652_STAMPING: STA. 1010 1994
 AA4652_MARK LOGO: AL-101
 AA4652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4652+STABILITY: SURFACE MOTION
 AA4652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4652+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4652
 AA4652  HISTORY     - Date     Condition        Report By
 AA4652  HISTORY     - 1994     MONUMENTED       CH2M
 AA4652
 AA4652                          STATION DESCRIPTION
 AA4652
 AA4652'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4652'THE STATION IS LOCATED APPROXIMATELY 5.0 MI (8.0 KM) EAST OF THE
 AA4652'VILLAGE OF MOUNT MEIGS, BRASSELL QUADRANGLE, SECTION 12, T16N, R20E.
 AA4652'THE STATION IS LOCATED APPROXIMATELY 0.8 MI (1.3 KM) NORTH OF I-85 ON
 AA4652'THE EAST SIDE OF ASHLEY ROAD, APPROXIMATELY 0.8 MI (1.3 KM) SOUTH OF
 AA4652'ALEXANDER ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4652'STA. 1010 1994 AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4652'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 22.35 FT
 AA4652'(6.81 M) 144 DEGREES FROM THE CENTERLINE OF ASHLEY ROAD, 8.65 FT (2.64
 AA4652'M) 264 DEGREES FROM A FENCE POST, 6.14 FT (1.87 M) 35 DEGREES FROM A
 AA4652'FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1176 ***********************************************************************
 CM1176  DESIGNATION -  102 1
 CM1176  PID         -  CM1176
 CM1176  STATE/COUNTY-  AL/MACON
 CM1176  USGS QUAD   -  TUSKEGEE (1983)
 CM1176
 CM1176                         *CURRENT SURVEY CONTROL
 CM1176  ___________________________________________________________________
 CM1176* NAD 83(1986)-  32 25 30.     (N)    085 41 28.     (W)     SCALED    
 CM1176* NAVD 88     -       142.728  (meters)     468.27   (feet)  ADJUSTED  
 CM1176  ___________________________________________________________________
 CM1176  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CM1176  DYNAMIC HT  -         142.561 (meters)     467.72  (feet)  COMP
 CM1176  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 CM1176
 CM1176  VERT ORDER  -  SECOND    CLASS 0
 CM1176
 CM1176.The horizontal coordinates were scaled from a topographic map and have
 CM1176.an estimated accuracy of +/- 6 seconds.
 CM1176
 CM1176.The orthometric height was determined by differential leveling
 CM1176.and adjusted by the National Geodetic Survey in June 1991..
 CM1176
 CM1176.The geoid height was determined by GEOID03.
 CM1176
 CM1176.The dynamic height is computed by dividing the NAVD 88
 CM1176.geopotential number by the normal gravity value computed on the
 CM1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1176.degrees latitude (g = 980.6199 gals.).
 CM1176
 CM1176.The modeled gravity was interpolated from observed gravity values.
 CM1176
 CM1176;                    North         East    Units  Estimated Accuracy
 CM1176;SPC AL E     -   213,440.      213,380.      MT  (+/- 180 meters Scaled)
 CM1176
 CM1176                          SUPERSEDED SURVEY CONTROL
 CM1176
 CM1176  NGVD 29 (??/??/92)  142.71   (m)          468.2    (f) COMPUTED    2 0
 CM1176
 CM1176.Superseded values are not recommended for survey control.
 CM1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1176.See file dsdata.txt to determine how the superseded data were derived.
 CM1176
 CM1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA230882(NAD 83)
 CM1176_MARKER: DD = SURVEY DISK
 CM1176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1176_SP_SET: BUILDING
 CM1176_STAMPING: 102 1
 CM1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1176
 CM1176  HISTORY     - Date     Condition        Report By
 CM1176  HISTORY     - UNK      MONUMENTED       ALGS
 CM1176  HISTORY     - 1934     GOOD             NGS
 CM1176  HISTORY     - 1971     GOOD             DOD
 CM1176
 CM1176                          STATION DESCRIPTION
 CM1176
 CM1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM1176'AT TUSKEGEE.
 CM1176'U.S.C.G.S. AND STATE SURVEY NO 102-1 IS LOCATED IN THE FRONT WALL
 CM1176'OF THE MACON COUNTY COURT HOUSE AT TUSKEGEE, 12.5 FEET WEST OF
 CM1176'SOUTH DOOR WAY, 4.5 FEET NORTHEAST OF CORNER OF BUILDING, 1.6 FEET
 CM1176'ABOVE GROUND.  STANDARD TABLET SET VERTICAL IN FACE OF BUILDING.
 CM1176
 CM1176                          STATION RECOVERY (1971)
 CM1176
 CM1176'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1971
 CM1176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1148 ***********************************************************************
 CM1148  DESIGNATION -  102 4
 CM1148  PID         -  CM1148
 CM1148  STATE/COUNTY-  AL/MACON
 CM1148  USGS QUAD   -  TUSKEGEE (1983)
 CM1148
 CM1148                         *CURRENT SURVEY CONTROL
 CM1148  ___________________________________________________________________
 CM1148* NAD 83(1986)-  32 22 36.     (N)    085 39 33.     (W)     SCALED    
 CM1148* NAVD 88     -       100.342  (meters)     329.21   (feet)  ADJUSTED  
 CM1148  ___________________________________________________________________
 CM1148  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CM1148  DYNAMIC HT  -         100.224 (meters)     328.82  (feet)  COMP
 CM1148  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 CM1148
 CM1148  VERT ORDER  -  SECOND    CLASS 0
 CM1148
 CM1148.The horizontal coordinates were scaled from a topographic map and have
 CM1148.an estimated accuracy of +/- 6 seconds.
 CM1148
 CM1148.The orthometric height was determined by differential leveling
 CM1148.and adjusted by the National Geodetic Survey in June 1991..
 CM1148
 CM1148.The geoid height was determined by GEOID03.
 CM1148
 CM1148.The dynamic height is computed by dividing the NAVD 88
 CM1148.geopotential number by the normal gravity value computed on the
 CM1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1148.degrees latitude (g = 980.6199 gals.).
 CM1148
 CM1148.The modeled gravity was interpolated from observed gravity values.
 CM1148
 CM1148;                    North         East    Units  Estimated Accuracy
 CM1148;SPC AL E     -   208,080.      216,390.      MT  (+/- 180 meters Scaled)
 CM1148
 CM1148                          SUPERSEDED SURVEY CONTROL
 CM1148
 CM1148  NGVD 29 (??/??/92)  100.321  (m)          329.14   (f) ADJ UNCH    2 0
 CM1148
 CM1148.Superseded values are not recommended for survey control.
 CM1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1148.See file dsdata.txt to determine how the superseded data were derived.
 CM1148
 CM1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA261829(NAD 83)
 CM1148_MARKER: DD = SURVEY DISK
 CM1148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM1148_SP_SET: FOUNDATION
 CM1148_STAMPING: 102 4
 CM1148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1148
 CM1148  HISTORY     - Date     Condition        Report By
 CM1148  HISTORY     - UNK      MONUMENTED       ALGS
 CM1148  HISTORY     - 1943     GOOD             NGS
 CM1148
 CM1148                          STATION DESCRIPTION
 CM1148
 CM1148'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CM1148'4 MI S FROM TUSKEGEE.
 CM1148'4.0 MILES SOUTH ALONG U.S. HIGHWAY NO. 29 FROM THE POST OFFICE AT
 CM1148'TUSKEGEE, SET IN TOP OF THE FOUNDATION OF THE NORTH CONCRETE GATE
 CM1148'POST AT THE ENTRANCE TO THE TUSKEGEE COUNTRY CLUB, 39.5 FEET WEST
 CM1148'OF CENTER-LINE OF THE HIGHWAY, 3.2 FEET NORTHWEST OF THE NORTHWEST
 CM1148'CORNER OF A CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0063 ***********************************************************************
 EF0063  DESIGNATION -  102 M 23
 EF0063  PID         -  EF0063
 EF0063  STATE/COUNTY-  AL/JACKSON
 EF0063  USGS QUAD   -  SCOTTSBORO (1982)
 EF0063
 EF0063                         *CURRENT SURVEY CONTROL
 EF0063  ___________________________________________________________________
 EF0063* NAD 83(1986)-  34 40 21.     (N)    086 02 04.     (W)     SCALED    
 EF0063* NAVD 88     -       199.006  (meters)     652.91   (feet)  ADJUSTED  
 EF0063  ___________________________________________________________________
 EF0063  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EF0063  DYNAMIC HT  -         198.808 (meters)     652.26  (feet)  COMP
 EF0063  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 EF0063
 EF0063  VERT ORDER  -  FIRST     CLASS II
 EF0063
 EF0063.The horizontal coordinates were scaled from a topographic map and have
 EF0063.an estimated accuracy of +/- 6 seconds.
 EF0063
 EF0063.The orthometric height was determined by differential leveling
 EF0063.and adjusted by the National Geodetic Survey in June 1991..
 EF0063.WARNING-Repeat measurements at this control monument indicate possible
 EF0063.vertical movement.
 EF0063
 EF0063.The geoid height was determined by GEOID03.
 EF0063
 EF0063.The dynamic height is computed by dividing the NAVD 88
 EF0063.geopotential number by the normal gravity value computed on the
 EF0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0063.degrees latitude (g = 980.6199 gals.).
 EF0063
 EF0063.The modeled gravity was interpolated from observed gravity values.
 EF0063
 EF0063;                    North         East    Units  Estimated Accuracy
 EF0063;SPC AL E     -   462,720.      181,570.      MT  (+/- 180 meters Scaled)
 EF0063
 EF0063                          SUPERSEDED SURVEY CONTROL
 EF0063
 EF0063.No superseded survey control is available for this station.
 EF0063
 EF0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED884371(NAD 83)
 EF0063_MARKER: DD = SURVEY DISK
 EF0063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0063_SP_SET: CONCRETE FOUNDATION
 EF0063_STAMPING: ALA 102 M 23
 EF0063_MARK LOGO: USGS  
 EF0063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0063
 EF0063  HISTORY     - Date     Condition        Report By
 EF0063  HISTORY     - UNK      MONUMENTED       USGS
 EF0063  HISTORY     - 1950     GOOD             NGS
 EF0063  HISTORY     - 1963     GOOD             NGS
 EF0063  HISTORY     - 1983     POOR             NGS
 EF0063
 EF0063                          STATION DESCRIPTION
 EF0063
 EF0063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 EF0063'IN SCOTTSBORO.
 EF0063'AT SCOTTSBORO, AT THE COURT HOUSE, SET IN THE TOP OF THE NORTHEAST
 EF0063'CORNER OF THE CONCRETE FOUNDATION OF THE EAST ONE OF FOUR LARGE
 EF0063'COLUMNS AT THE NORTH ENTRANCE TO THE COURT HOUSE, 16 FEET EAST OF THE
 EF0063'CENTER OF THE NORTH ENTRANCE, 9 1/2 FEET NORTH OF THE NORTH FACE OF
 EF0063'THE COURT HOUSE AND 2.7 FEET ABOVE THE WALK.
 EF0063
 EF0063                          STATION RECOVERY (1963)
 EF0063
 EF0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EF0063'RECOVERED IN GOOD CONDITION.
 EF0063
 EF0063                          STATION RECOVERY (1983)
 EF0063
 EF0063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EF0063'RECOVERED IN MUTILATED CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4653 ***********************************************************************
 AA4653  DESIGNATION -  1021
 AA4653  PID         -  AA4653
 AA4653  STATE/COUNTY-  AL/MONTGOMERY
 AA4653  USGS QUAD   -  RAMER (1971)
 AA4653
 AA4653                         *CURRENT SURVEY CONTROL
 AA4653  ___________________________________________________________________
 AA4653* NAD 83(1992)-  32 04 10.12737(N)    086 11 16.21863(W)     ADJUSTED  
 AA4653* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 AA4653  ___________________________________________________________________
 AA4653  X           -     359,691.099 (meters)                     COMP
 AA4653  Y           -  -5,398,082.456 (meters)                     COMP
 AA4653  Z           -   3,367,013.646 (meters)                     COMP
 AA4653  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AA4653  ELLIP HEIGHT-          95.97  (meters)          (07/29/02) GPS OBS
 AA4653  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AA4653
 AA4653  HORZ ORDER  -  FIRST
 AA4653  ELLP ORDER  -  FOURTH    CLASS I
 AA4653
 AA4653.The horizontal coordinates were established by GPS observations
 AA4653.and adjusted by the National Geodetic Survey in April 1995..
 AA4653
 AA4653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4653
 AA4653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4653
 AA4653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4653
 AA4653.The ellipsoidal height was determined by GPS observations
 AA4653.and is referenced to NAD 83.
 AA4653
 AA4653.The geoid height was determined by GEOID03.
 AA4653
 AA4653;                    North         East     Units Scale Factor Converg.
 AA4653;SPC AL E     -   174,063.159   166,528.223   MT  0.99997381   -0 11 17.6
 AA4653;UTM  16      - 3,548,425.524   576,656.217   MT  0.99967247   +0 25 52.4
 AA4653
 AA4653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4653!SPC AL E     -   0.99998493  x   0.99997381  =   0.99995874
 AA4653!UTM  16      -   0.99998493  x   0.99967247  =   0.99965741
 AA4653
 AA4653                          SUPERSEDED SURVEY CONTROL
 AA4653
 AA4653  ELLIP H (10/22/97)   96.06   (m)                       GP(       ) 4 1
 AA4653  ELLIP H (04/13/95)   68.50   (m)                       GP(       ) 4 1
 AA4653  NGVD 29 (04/13/95)  123.2    (m)          404.     (f) GPS OBS        
 AA4653
 AA4653.Superseded values are not recommended for survey control.
 AA4653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4653.See file dsdata.txt to determine how the superseded data were derived.
 AA4653
 AA4653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7665648426(NAD 83)
 AA4653_MARKER: DD = SURVEY DISK
 AA4653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4653_SP_SET: CONCRETE POST
 AA4653_STAMPING: STA. 1021 1994
 AA4653_MARK LOGO: AL-101
 AA4653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4653+STABILITY: SURFACE MOTION
 AA4653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4653+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4653
 AA4653  HISTORY     - Date     Condition        Report By
 AA4653  HISTORY     - 1994     MONUMENTED       CH2M
 AA4653
 AA4653                          STATION DESCRIPTION
 AA4653
 AA4653'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4653'THE STATION IS LOCATED APPROXIMATELY 2.2 MI (3.5 KM) NORTHEAST OF
 AA4653'VILLAGE OF RAMER, RAMER QUADRANGLE, SECTION 31, T13N, R19E.  THE
 AA4653'STATION IS LOCATED ON THE EAST SIDE OF MT. LEBANON ROAD APPROXIMATELY
 AA4653'1.2 MI (1.9 KM) NORTH OF ROUTE 94. THE STATION IS A MONTGOMERY COUNTY
 AA4653'SURVEY DISK STAMPED STA. 1021 1994, AND SET IN THE TOP OF A 10 INCH
 AA4653'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4653'17.49 FT (5.33 M) 103 DEGREES FROM THE CENTER OF MT. LEBANON ROAD,
 AA4653'33.05 FT (10.07 M) 216 DEGREES FROM A METAL CULVERT, 26.75 FT (8.15 M)
 AA4653'314 DEGREES FROM THE CENTER CROSSBRACE OF AN 8 INCH CREOSOTE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4654 ***********************************************************************
 AA4654  DESIGNATION -  1024
 AA4654  PID         -  AA4654
 AA4654  STATE/COUNTY-  AL/MONTGOMERY
 AA4654  USGS QUAD   -  RAMER (1971)
 AA4654
 AA4654                         *CURRENT SURVEY CONTROL
 AA4654  ___________________________________________________________________
 AA4654* NAD 83(1992)-  32 02 10.87781(N)    086 11 56.00752(W)     ADJUSTED  
 AA4654* NAVD 88     -       133.2    (meters)     437.     (feet)  VERTCON   
 AA4654  ___________________________________________________________________
 AA4654  X           -     358,779.589 (meters)                     COMP
 AA4654  Y           -  -5,400,105.361 (meters)                     COMP
 AA4654  Z           -   3,363,905.749 (meters)                     COMP
 AA4654  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AA4654  ELLIP HEIGHT-         106.06  (meters)          (07/29/02) GPS OBS
 AA4654  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AA4654
 AA4654  HORZ ORDER  -  FIRST
 AA4654  ELLP ORDER  -  FOURTH    CLASS I
 AA4654
 AA4654.The horizontal coordinates were established by GPS observations
 AA4654.and adjusted by the National Geodetic Survey in April 1995..
 AA4654
 AA4654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4654
 AA4654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4654
 AA4654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4654
 AA4654.The ellipsoidal height was determined by GPS observations
 AA4654.and is referenced to NAD 83.
 AA4654
 AA4654.The geoid height was determined by GEOID03.
 AA4654
 AA4654;                    North         East     Units Scale Factor Converg.
 AA4654;SPC AL E     -   170,393.612   165,472.224   MT  0.99997470   -0 11 38.1
 AA4654;UTM  16      - 3,544,745.894   575,640.242   MT  0.99967056   +0 25 29.9
 AA4654
 AA4654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4654!SPC AL E     -   0.99998335  x   0.99997470  =   0.99995805
 AA4654!UTM  16      -   0.99998335  x   0.99967056  =   0.99965391
 AA4654
 AA4654                          SUPERSEDED SURVEY CONTROL
 AA4654
 AA4654  ELLIP H (10/22/97)  106.14   (m)                       GP(       ) 4 1
 AA4654  ELLIP H (04/13/95)   78.66   (m)                       GP(       ) 4 1
 AA4654  NGVD 29 (04/13/95)  133.2    (m)          437.     (f) GPS OBS        
 AA4654
 AA4654.Superseded values are not recommended for survey control.
 AA4654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4654.See file dsdata.txt to determine how the superseded data were derived.
 AA4654
 AA4654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7564044746(NAD 83)
 AA4654_MARKER: DD = SURVEY DISK
 AA4654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4654_SP_SET: CONCRETE POST
 AA4654_STAMPING: STA. 1024 1994
 AA4654_MARK LOGO: AL-101
 AA4654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4654+STABILITY: SURFACE MOTION
 AA4654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4654+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4654
 AA4654  HISTORY     - Date     Condition        Report By
 AA4654  HISTORY     - 1994     MONUMENTED       CH2M
 AA4654
 AA4654                          STATION DESCRIPTION
 AA4654
 AA4654'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4654'THE STATION IS LOCATED APPROXIMATELY 1.8 MI (2.9 KM) SOUTHEAST OF THE
 AA4654'VILLAGE OF RAMER, RAMER QUADRANGLE, SECTION 7, T12N, R19E.  THE
 AA4654'STATION IS LOCATED APPROXIMATELY 1.8 MI (2.9 KM) WEST OF ROUTE 94 AND
 AA4654'1.1 MI (1.8 KM) EAST OF ROUTE 1, ON THE SOUTH SIDE OF LOWER DUBLIN
 AA4654'ROAD ROUTE 39. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4654'STA. 1024 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4654'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 16.4 FT
 AA4654'(5.0 M) 200 DEGREES FROM THE CENTERLINE OF ROUTE 39, 26.45 FT (8.06 M)
 AA4654'281 DEGREES FROM THE EASTERN CORNER OF A BRIDGE, 36.85 FT (11.23 M)
 AA4654'358 DEGREES FROM A BARBED WIRE FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0405 ***********************************************************************
 CO0405  DESIGNATION -  103
 CO0405  PID         -  CO0405
 CO0405  STATE/COUNTY-  AL/CHOCTAW
 CO0405  USGS QUAD   -  BUTLER (1986)
 CO0405
 CO0405                         *CURRENT SURVEY CONTROL
 CO0405  ___________________________________________________________________
 CO0405* NAD 83(1986)-  32 06 33.     (N)    088 08 38.     (W)     SCALED    
 CO0405* NAVD 88     -        31.021  (meters)     101.77   (feet)  ADJUSTED  
 CO0405  ___________________________________________________________________
 CO0405  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CO0405  DYNAMIC HT  -          30.986 (meters)     101.66  (feet)  COMP
 CO0405  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CO0405
 CO0405  VERT ORDER  -  SECOND    CLASS 0
 CO0405
 CO0405.The horizontal coordinates were scaled from a topographic map and have
 CO0405.an estimated accuracy of +/- 6 seconds.
 CO0405
 CO0405.The orthometric height was determined by differential leveling
 CO0405.and adjusted by the National Geodetic Survey in June 1991..
 CO0405
 CO0405.The geoid height was determined by GEOID03.
 CO0405
 CO0405.The dynamic height is computed by dividing the NAVD 88
 CO0405.geopotential number by the normal gravity value computed on the
 CO0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0405.degrees latitude (g = 980.6199 gals.).
 CO0405
 CO0405.The modeled gravity was interpolated from observed gravity values.
 CO0405
 CO0405;                    North         East    Units  Estimated Accuracy
 CO0405;SPC AL W     -   234,010.      539,230.      MT  (+/- 180 meters Scaled)
 CO0405
 CO0405                          SUPERSEDED SURVEY CONTROL
 CO0405
 CO0405  NGVD 29 (??/??/92)   31.005  (m)          101.72   (f) ADJ UNCH    2 0
 CO0405
 CO0405.Superseded values are not recommended for survey control.
 CO0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0405.See file dsdata.txt to determine how the superseded data were derived.
 CO0405
 CO0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA920531(NAD 83)
 CO0405_MARKER: B = BOLT
 CO0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0405+STABILITY: SURFACE MOTION
 CO0405
 CO0405  HISTORY     - Date     Condition        Report By
 CO0405  HISTORY     - UNK      MONUMENTED       ALHD
 CO0405  HISTORY     - 1935     GOOD             NGS
 CO0405
 CO0405                          STATION DESCRIPTION
 CO0405
 CO0405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0405'4.9 MI E FROM BUTLER.
 CO0405'4.9 MILES EAST OF THE COURTHOUSE AT BUTLER 300 FEET EAST OF BRIDGE
 CO0405'OVER CREEK, 75 FEET EAST OF A T ROAD TO THE SOUTH, 30 FEET SOUTH OF
 CO0405'STATE HIGHWAY 10.  TOP OF BOLT SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0672 ***********************************************************************
 DH0672  DESIGNATION -  11
 DH0672  PID         -  DH0672
 DH0672  STATE/COUNTY-  AL/JEFFERSON
 DH0672  USGS QUAD   -  BESSEMER (1988)
 DH0672
 DH0672                         *CURRENT SURVEY CONTROL
 DH0672  ___________________________________________________________________
 DH0672* NAD 83(1986)-  33 26 56.     (N)    086 57 41.     (W)     SCALED    
 DH0672* NAVD 88     -       147.790  (meters)     484.87   (feet)  ADJUSTED  
 DH0672  ___________________________________________________________________
 DH0672  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0672  DYNAMIC HT  -         147.626 (meters)     484.34  (feet)  COMP
 DH0672  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 DH0672
 DH0672  VERT ORDER  -  FIRST     CLASS II
 DH0672
 DH0672.The horizontal coordinates were scaled from a topographic map and have
 DH0672.an estimated accuracy of +/- 6 seconds.
 DH0672
 DH0672.The orthometric height was determined by differential leveling
 DH0672.and adjusted by the National Geodetic Survey in June 1991..
 DH0672
 DH0672.The geoid height was determined by GEOID03.
 DH0672
 DH0672.The dynamic height is computed by dividing the NAVD 88
 DH0672.geopotential number by the normal gravity value computed on the
 DH0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0672.degrees latitude (g = 980.6199 gals.).
 DH0672
 DH0672.The modeled gravity was interpolated from observed gravity values.
 DH0672
 DH0672;                    North         East    Units  Estimated Accuracy
 DH0672;SPC AL W     -   382,520.      650,080.      MT  (+/- 180 meters Scaled)
 DH0672
 DH0672                          SUPERSEDED SURVEY CONTROL
 DH0672
 DH0672  NGVD 29 (??/??/92)  147.74   (m)          484.7    (f) COMPUTED    1 2
 DH0672
 DH0672.Superseded values are not recommended for survey control.
 DH0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0672.See file dsdata.txt to determine how the superseded data were derived.
 DH0672
 DH0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC035010(NAD 83)
 DH0672_MARKER: DD = SURVEY DISK
 DH0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0672_SP_SET: CULVERT
 DH0672_STAMPING: 484.49 11 1903
 DH0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0672
 DH0672  HISTORY     - Date     Condition        Report By
 DH0672  HISTORY     - 1903     MONUMENTED       TCIRR
 DH0672  HISTORY     - 1917     GOOD             CGS
 DH0672  HISTORY     - 1943     GOOD             CGS
 DH0672  HISTORY     - 1980     MARK NOT FOUND   NGS
 DH0672
 DH0672                          STATION DESCRIPTION
 DH0672
 DH0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1917
 DH0672'5.8 MI SW FROM ENSLEY.
 DH0672'5.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE NINETEENTH
 DH0672'STREET FREIGHT STATION AT ENSLEY, JEFFERSON COUNTY, 1.0 MILE SOUTHWEST
 DH0672'OF DOLOMITE, 0.3 MILE NORTHEAST OF WOODWARD CROSSING, 0.1 MILE
 DH0672'NORTHEAST OF S.RY. MILEPOST 15, 200 FEET SOUTHWEST OF PIG MILL, AT A
 DH0672'REINFORCED-CONCRETE DOUBLE BOX CULVERT UNDER THE BIRMINGHAM SOUTHERN
 DH0672'RAILROAD, IN THE CENTER OF THE TOP OF THE NORTHWEST HEAD WALL, AND 6
 DH0672'FEET NORTHWEST OF THE NORTHWEST TRACK.  A TENNESSEE COAL, IRON AND
 DH0672'RAILROAD CO. STANDARD DISK, STAMPED 484.49 11 1903.
 DH0672
 DH0672                          STATION RECOVERY (1943)
 DH0672
 DH0672'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 DH0672'RECOVERED IN GOOD CONDITION.
 DH0672
 DH0672                          STATION RECOVERY (1980)
 DH0672
 DH0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH0672'NOT RECOVERED, RAILROAD TIES NOW COVER THE NORTHWEST HEADWALL OF THE
 DH0672'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3137 ***********************************************************************
 CN3137  DESIGNATION -  11 1
 CN3137  PID         -  CN3137
 CN3137  STATE/COUNTY-  AL/CHILTON
 CN3137  USGS QUAD   -  JEMISON WEST (1981)
 CN3137
 CN3137                         *CURRENT SURVEY CONTROL
 CN3137  ___________________________________________________________________
 CN3137* NAD 83(1992)-  32 59 38.33110(N)    086 45 23.28181(W)     ADJUSTED  
 CN3137* NAVD 88     -       227.09   (meters)     745.0    (feet)  N HEIGHT  
 CN3137  ___________________________________________________________________
 CN3137  X           -     302,986.664 (meters)                     COMP
 CN3137  Y           -  -5,346,426.105 (meters)                     COMP
 CN3137  Z           -   3,453,506.644 (meters)                     COMP
 CN3137  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CN3137  ELLIP HEIGHT-         198.10  (meters)          (06/19/02) GPS OBS
 CN3137  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN3137  DYNAMIC HT  -         226.83  (meters)     744.2   (feet)  COMP
 CN3137  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 CN3137
 CN3137  HORZ ORDER  -  B
 CN3137  VERT ORDER  -  THIRD
 CN3137  ELLP ORDER  -  FOURTH    CLASS I
 CN3137
 CN3137.The horizontal coordinates were established by GPS observations
 CN3137.and adjusted by the National Geodetic Survey in September 1992..
 CN3137
 CN3137.The orthometric height was determined by differential leveling
 CN3137.and adjusted by the National Geodetic Survey in September 1998..
 CN3137.The height was determined by precise leveling from only one NSRS
 CN3137.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CN3137.allowed ONLY to validate the GPS-derived height.
 CN3137
 CN3137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3137
 CN3137.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3137
 CN3137.The ellipsoidal height was determined by GPS observations
 CN3137.and is referenced to NAD 83.
 CN3137
 CN3137.The geoid height was determined by GEOID03.
 CN3137
 CN3137.The dynamic height is computed by dividing the NAVD 88
 CN3137.geopotential number by the normal gravity value computed on the
 CN3137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN3137.degrees latitude (g = 980.6199 gals.).
 CN3137
 CN3137.The modeled gravity was interpolated from observed gravity values.
 CN3137
 CN3137;                    North         East     Units Scale Factor Converg.
 CN3137;SPC AL W     -   332,190.493   669,486.418   MT  0.99999285   +0 24 17.7
 CN3137;UTM  16      - 3,650,645.992   522,751.395   MT  0.99960638   +0 07 57.4
 CN3137
 CN3137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3137!SPC AL W     -   0.99996890  x   0.99999285  =   0.99996175
 CN3137!UTM  16      -   0.99996890  x   0.99960638  =   0.99957529
 CN3137
 CN3137|---------------------------------------------------------------------|
 CN3137| PID    Reference Object                     Distance      Geod. Az  |
 CN3137|                                                           dddmmss.s |
 CN3137| CN1248 M 280                               392.320 METERS 17656     |
 CN3137|---------------------------------------------------------------------|
 CN3137
 CN3137                          SUPERSEDED SURVEY CONTROL
 CN3137
 CN3137  ELLIP H (09/01/92)  198.16   (m)                       GP(       ) 1 2
 CN3137  NAD 83(1986)-  32 59 38.33817(N)    086 45 23.28498(W) AD(       ) 1
 CN3137  NAVD 88 (08/31/99)  227.09   (m)          745.0    (f) LEVELING    3  
 CN3137  NGVD 29 (??/??/??)  227.04   (m)          744.9    (f) N HEIGHT    3  
 CN3137
 CN3137.Superseded values are not recommended for survey control.
 CN3137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3137.See file dsdata.txt to determine how the superseded data were derived.
 CN3137
 CN3137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2275150646(NAD 83)
 CN3137_MARKER: DD = SURVEY DISK
 CN3137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3137_SP_SET: CONCRETE POST
 CN3137_STAMPING: 11-1 1990
 CN3137_MARK LOGO: ALHD  
 CN3137_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN3137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3137+STABILITY: SURFACE MOTION
 CN3137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3137+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1998
 CN3137
 CN3137  HISTORY     - Date     Condition        Report By
 CN3137  HISTORY     - 1990     MONUMENTED       ALHD
 CN3137  HISTORY     - 19911216 GOOD             ALHD
 CN3137  HISTORY     - 19920114 GOOD             NGS
 CN3137  HISTORY     - 19920414 GOOD             ALHD
 CN3137  HISTORY     - 19930404 GOOD             NGS
 CN3137  HISTORY     - 19930802 GOOD             ALHD
 CN3137  HISTORY     - 19940301 GOOD             ALHD
 CN3137  HISTORY     - 19940816 GOOD             ALHD
 CN3137  HISTORY     - 19980121 GOOD             NGS
 CN3137  HISTORY     - 20030303 POOR             GEOCAC
 CN3137
 CN3137                          STATION DESCRIPTION
 CN3137
 CN3137'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3137'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 CN3137'U. S. 31, ABOUT 2.55 MI (4.10 KM) NORTH - NORTHWEST OF JEMISON, AND
 CN3137'ABOUT 15.60 MI (25.11 KM) NORTH - NORTHEAST OF MAPLESVILLE.
 CN3137'TO REACH THE STATION FROM THE JUNCTION OF U. S. 31 AND ALA 155, 2.30
 CN3137'MI (3.70 KM) NORTH OF JEMISON, DRIVE NORTH ON U. S. 31, 0.25 MI
 CN3137'(0.40 KM) TO THE STATION ON THE RIGHT.
 CN3137'THE STATION IS  38.6 FT (11.8 M) EAST - NORTHEAST OF THE CENTERLINE OF
 CN3137'U. S. 31, 122.3 FT (37.3 M) SOUTH - SOUTHEAST OF TELEPHONE CABLE
 CN3137'PEDISTAL NO. 91 1, 2.2 FT (0.7 M) WEST OF A CARSONITE WITNESS POST,
 CN3137'AND SET FLUSH WITH THE GROUND.
 CN3137'BENCH MARK M 280 (918.6 FT) 1949 MAY BE USED AS AN AZIMUTH FOR THIS
 CN3137'STATION.
 CN3137
 CN3137                          STATION RECOVERY (1991)
 CN3137
 CN3137'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3137'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 CN3137'U. S. 31, ABOUT 2.55 MI (4.10 KM) NORTH - NORTHWEST OF JEMISON, AND
 CN3137'ABOUT 15.60 MI (25.11 KM) NORTH - NORTHEAST OF MAPLESVILLE.  TO REACH
 CN3137'THE STATION FROM THE JUNCTION OF U. S. 31 AND ALA 155, 2.30 MI
 CN3137'(3.70 KM) NORTH OF JEMISON, DRIVE NORTH ON U. S. 31, 0.25 MI (0.40
 CN3137'KM) TO THE STATION ON THE RIGHT.  THE STATION IS 38.6 FT (11.8 M)
 CN3137'EAST - NORTHEAST OF THE CENTERLINE OF U. S. 31, 122.3 FT (37.3 M)
 CN3137'SOUTH - SOUTHEAST OF TELEPHONE CABLE PEDISTAL NO. 91 1, 2.2 FT (0.7
 CN3137'M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3137'BENCH MARK M 280 (918.6 FT) 1949 MAY BE USED AS AN AZIMUTH FOR THIS
 CN3137'STATION.
 CN3137
 CN3137                          STATION RECOVERY (1992)
 CN3137
 CN3137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CN3137'THE STATION IS LOCATED ABOUT 4.10 KM (2.55 MI) NORTH-NORTHWEST OF
 CN3137'JEMISON, AND 25.11 KM (15.60 MI) NORTH-NORTHEAST OF MAPLESVILLE, ON
 CN3137'THE EAST RIGHT-OF-WAY OF US HIGHWAY 31.  OWNERSHIP--ALABAMA
 CN3137'DEPARTMENT OF HIGHWAYS.
 CN3137'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 31 AND STATE
 CN3137'HIGHWAY 155 NORTH OF JEMISON, GO NORTH ON US HIGHWAY 31 FOR 0.40 KM
 CN3137'(0.25 MI) TO THE STATION ON THE RIGHT.
 CN3137'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 CN3137'GROUND, AND IS LOCATED 37.3 M (122.4 FT) SOUTH-SOUTHEAST OF TELEPHONE
 CN3137'CABLE PEDASTAL 91-1, 11.8 M (38.7 FT) EAST-NORTHEAST OF THE
 CN3137'CENTERLINE OF THE HIGHWAY AND 0.67 M (2.20 FT) WEST OF A FIBERGLASS
 CN3137'WITNESS POST.
 CN3137'NOTE--BENCH MARK (M 280) CAN BE USED AS AZIMUTH.
 CN3137
 CN3137                          STATION RECOVERY (1992)
 CN3137
 CN3137'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3137'THE STATION IS LOCATED ABOUT 4.10 KM (2.55 MI) NORTH-NORTHWEST OF
 CN3137'JEMISON, AND 25.11 KM (15.60 MI) NORTH-NORTHEAST OF MAPLESVILLE, ON
 CN3137'THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 31.  OWNERSHIP--ALABAMA
 CN3137'DEPARTMENT OF HIGHWAYS.
 CN3137'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 CN3137'HIGHWAY 155 NORTH OF JEMISON, GO NORTH ON U.S. HIGHWAY 31 FOR 0.40 KM
 CN3137'(0.25 MI) TO THE STATION ON THE RIGHT.
 CN3137'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 CN3137'GROUND, AND IS LOCATED 37.3 M (122.4 FT) SOUTH-SOUTHEAST OF TELEPHONE
 CN3137'CABLE PEDASTAL 91-1, 11.8 M (38.7 FT) EAST-NORTHEAST OF THE
 CN3137'CENTERLINE OF THE HIGHWAY AND 0.67 M (2.20 FT) WEST OF A FIBERGLASS
 CN3137'WITNESS POST.
 CN3137'NOTE--BENCH MARK (M 280) CAN BE USED AS AN AZIMUTH.
 CN3137
 CN3137                          STATION RECOVERY (1993)
 CN3137
 CN3137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1993
 CN3137'RECOVERED IN GOOD CONDITION.
 CN3137
 CN3137                          STATION RECOVERY (1993)
 CN3137
 CN3137'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 CN3137'THE STATION IS LOCATED ABOUT 4.10 KM (2.55 MI) NORTH-NORTHWEST OF
 CN3137'JEMISON, AND 25.11 KM (15.60 MI) NORTH-NORTHEAST OF MAPLESVILLE, ON
 CN3137'THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 31.  OWNERSHIP--ALABAMA
 CN3137'DEPARTMENT OF HIGHWAYS. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 CN3137'HIGHWAY 31 AND STATE HIGHWAY 155 NORTH OF JEMISON, GO NORTH ON U.S.
 CN3137'HIGHWAY 31 FOR 0.40 KM (0.25 MI) TO THE STATION ON THE RIGHT. THE
 CN3137'STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 CN3137'GROUND, AND IS LOCATED 37.3 M (122.4 FT) SOUTH-SOUTHEAST OF TELEPHONE
 CN3137'CABLE PEDASTAL 91-1, 11.8 M (38.7 FT) EAST-NORTHEAST OF THE CENTERLINE
 CN3137'OF THE HIGHWAY AND 0.67 M (2.20 FT) WEST OF A FIBERGLASS WITNESS POST.
 CN3137'NOTE--BENCH MARK (M 280) CAN BE USED AS AN AZIMUTH.
 CN3137
 CN3137                          STATION RECOVERY (1994)
 CN3137
 CN3137'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 CN3137'RECOVERED AS DESCRIBED.
 CN3137
 CN3137                          STATION RECOVERY (1994)
 CN3137
 CN3137'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 CN3137'THE STATION IS LOCATED ABOUT 4.10 KM (2.55 MI) NORTH-NORTHWEST OF
 CN3137'JEMISON, AND 25.11 KM (15.60 MI) NORTH-NORTHEAST OF MAPLESVILLE, ON
 CN3137'THE EAST RIGHT-OF-WAY OF U.S. HIGHWAY 31.  OWNERSHIP--ALABAMA
 CN3137'DEPARTMENT OF HIGHWAYS. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 CN3137'HIGHWAY 31 AND STATE HIGHWAY 155 NORTH OF JEMISON, GO NORTH ON U.S.
 CN3137'HIGHWAY 31 FOR 0.40 KM (0.25 MI) TO THE STATION ON THE RIGHT. THE
 CN3137'STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 CN3137'GROUND, AND IS LOCATED 37.3 M (122.4 FT) SOUTH-SOUTHEAST OF TELEPHONE
 CN3137'CABLE PEDASTAL 91-1, 11.8 M (38.7 FT) EAST-NORTHEAST OF THE CENTERLINE
 CN3137'OF THE HIGHWAY AND 0.67 M (2.20 FT) WEST OF A FIBERGLASS WITNESS POST.
 CN3137'NOTE--BENCH MARK (M 280) CAN BE USED AS AN AZIMUTH.
 CN3137
 CN3137                          STATION RECOVERY (1998)
 CN3137
 CN3137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CN3137'THE STATION IS LOCATED ABOUT 4.10 KM (2.55 MI) NORTH-NORTHWEST OF
 CN3137'JEMISON, 25.11 KM (15.60 MI) NORTH-NORTHEAST OF MAPLESVILLE, ON THE
 CN3137'EAST RIGHT-OF-WAY OF U.S. HIGHWAY 31, ABOUT 0.08 KM (0.05 MI)
 CN3137'SOUTH-SOUTHEAST OF THE CENTER OF A PRIVATE DRIVE AT MAILBOX 273601.
 CN3137'OWNERSHIP--ALABAMA DEPARTMENT OF TRANSPORTATION, 1409 COLISEUM
 CN3137'BOULEVARD, MONTGOMERY AL 36130-3050.  CONTACT IS MR. DON SPILLARS,
 CN3137'PHONE 334-242-6614, FAX 269-0826.  TO REACH THE STATION FROM THE
 CN3137'JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY 155 NORTH OF JEMISON, GO
 CN3137'NORTH ON HIGHWAY 31 FOR 0.40 KM (0.25 MI) TO THE STATION ON THE RIGHT.
 CN3137'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH
 CN3137'GROUND.  LOCATED 37.3 M (122.4 FT) SOUTH-SOUTHEAST OF TELEPHONE CABLE
 CN3137'PEDESTAL NUMBER 91-1, 12.0 M (39.4 FT) EAST-NORTHEAST OF THE
 CN3137'CENTERLINE OF THE HIGHWAY AND 3.6 M (11.8 FT) SOUTHWEST OF A
 CN3137'FIBERGLASS WITNESS POST.  NOTE--BENCH MARK M 280 CAN BE USED AS AN
 CN3137'AZIMUTH.
 CN3137
 CN3137                          STATION RECOVERY (2003)
 CN3137
 CN3137'RECOVERY NOTE BY GEOCACHING 2003 (RRJ)
 CN3137'I FOUND THE CARSONITE MARKER LEANED AGAINST A PEACH TREE. I LOOKED IN
 CN3137'THE DESCRIBED AREA AND FOUND THE CONCRETE BASE CLOSE TO US 31 NORTH.
 CN3137'THE SHANK OF THE DISK WAS EXPOSED AND BROKEN BUT THERE WAS NO DISK.
 CN3137'THIS AREA IS EXTREMELY CLOSE TO A PEACH ORCHARD AND THIS MARK COULD
 CN3137'HAVE BEEN HIT WITH A BUSH HOG OR SIMILAR EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3271 ***********************************************************************
 CN3271  DESIGNATION -  11 10
 CN3271  PID         -  CN3271
 CN3271  STATE/COUNTY-  AL/CHILTON
 CN3271  USGS QUAD   -  PLANTERSVILLE (1982)
 CN3271
 CN3271                         *CURRENT SURVEY CONTROL
 CN3271  ___________________________________________________________________
 CN3271* NAD 83(1992)-  32 42 27.13582(N)    086 53 00.17139(W)     ADJUSTED  
 CN3271* NAVD 88     -       116.9    (meters)     384.     (feet)  GPS OBS   
 CN3271  ___________________________________________________________________
 CN3271  X           -     292,075.149 (meters)                     COMP
 CN3271  Y           -  -5,364,199.044 (meters)                     COMP
 CN3271  Z           -   3,426,759.446 (meters)                     COMP
 CN3271  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 CN3271  ELLIP HEIGHT-          88.32  (meters)          (07/29/02) GPS OBS
 CN3271  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CN3271
 CN3271  HORZ ORDER  -  FIRST
 CN3271  ELLP ORDER  -  FOURTH    CLASS I
 CN3271
 CN3271.The horizontal coordinates were established by GPS observations
 CN3271.and adjusted by the National Geodetic Survey in September 1993..
 CN3271
 CN3271.The orthometric height was determined by GPS observations and a
 CN3271.high-resolution geoid model.
 CN3271
 CN3271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3271
 CN3271.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3271
 CN3271.The ellipsoidal height was determined by GPS observations
 CN3271.and is referenced to NAD 83.
 CN3271
 CN3271.The geoid height was determined by GEOID03.
 CN3271
 CN3271;                    North         East     Units Scale Factor Converg.
 CN3271;SPC AL W     -   300,348.120   657,811.012   MT  0.99997453   +0 19 59.5
 CN3271;UTM  16      - 3,618,871.318   510,929.869   MT  0.99960147   +0 03 46.9
 CN3271
 CN3271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3271!SPC AL W     -   0.99998613  x   0.99997453  =   0.99996066
 CN3271!UTM  16      -   0.99998613  x   0.99960147  =   0.99958761
 CN3271
 CN3271                          SUPERSEDED SURVEY CONTROL
 CN3271
 CN3271  ELLIP H (09/27/93)   88.35   (m)                       GP(       ) 4 1
 CN3271
 CN3271.Superseded values are not recommended for survey control.
 CN3271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3271.See file dsdata.txt to determine how the superseded data were derived.
 CN3271
 CN3271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1093018871(NAD 83)
 CN3271_MARKER: DD = SURVEY DISK
 CN3271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3271_SP_SET: CONCRETE POST
 CN3271_STAMPING: 11-10 1992
 CN3271_MARK LOGO: ALHD  
 CN3271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3271+STABILITY: SURFACE MOTION
 CN3271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3271+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 CN3271
 CN3271  HISTORY     - Date     Condition        Report By
 CN3271  HISTORY     - 1992     MONUMENTED       ALHD
 CN3271  HISTORY     - 20050831 GOOD             ALDOT
 CN3271
 CN3271                          STATION DESCRIPTION
 CN3271
 CN3271'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3271'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3271'CHILTON COUNTY ROAD NO. 64, ABOUT 5.65 MI (9.09 KM) SOUTH OF
 CN3271'MAPLESVILLE AND ABOUT 10.20 MI (16.41 KM) WEST-NORTHWEST OF
 CN3271'BILLINGSLEY.
 CN3271'TO REACH THE STATION FROM THE ALA 22 OVERPASS ON U.S. 82 (MILE POST
 CN3271'106.20 ON U.S. 82) IN MAPLESVILLE, DRIVE SOUTHEAST ON U.S. 82 FOR
 CN3271'5.30 MI (8.53 KM) TO MILE POST 111.50 AND CHILTON COUNTY ROAD NO. 64
 CN3271'ON THE RIGHT, TURN RIGHT ON CHILTON COUNTY ROAD NO. 64 AND DRIVE
 CN3271'SOUTHWEST AND WEST FOR 3.85 MI (6.20 KM) TO THE STATION ON THE LEFT.
 CN3271'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 CN3271'ON TREATED WOOD POSTS, 38.0 FT (11.6 M) SOUTH OF THE CENTER OF
 CN3271'CHILTON COUNTY ROAD NO. 64, 46.5 FT (14.2 M) EAST OF THE EAST ONE OF
 CN3271'TWO CONNECTED POSTS IN THE FENCE LINE, 64.5 FT (19.7 M) EAST OF
 CN3271'TELEPHONE CABLE POLE AND PEDESTAL NO. P 60 47, 2.6 FT (0.8 M) NORTH
 CN3271'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3271'STATION 11-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3271
 CN3271                          STATION RECOVERY (2005)
 CN3271
 CN3271'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3272 ***********************************************************************
 CN3272  DESIGNATION -  11 11
 CN3272  PID         -  CN3272
 CN3272  STATE/COUNTY-  AL/CHILTON
 CN3272  USGS QUAD   -  PLANTERSVILLE (1982)
 CN3272
 CN3272                         *CURRENT SURVEY CONTROL
 CN3272  ___________________________________________________________________
 CN3272* NAD 83(1992)-  32 42 22.55171(N)    086 52 33.45572(W)     ADJUSTED  
 CN3272* NAVD 88     -       118.4    (meters)     388.     (feet)  GPS OBS   
 CN3272  ___________________________________________________________________
 CN3272  X           -     292,774.152 (meters)                     COMP
 CN3272  Y           -  -5,364,238.630 (meters)                     COMP
 CN3272  Z           -   3,426,641.435 (meters)                     COMP
 CN3272  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 CN3272  ELLIP HEIGHT-          89.83  (meters)          (07/29/02) GPS OBS
 CN3272  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CN3272
 CN3272  HORZ ORDER  -  FIRST
 CN3272  ELLP ORDER  -  FOURTH    CLASS I
 CN3272
 CN3272.The horizontal coordinates were established by GPS observations
 CN3272.and adjusted by the National Geodetic Survey in September 1993..
 CN3272
 CN3272.The orthometric height was determined by GPS observations and a
 CN3272.high-resolution geoid model.
 CN3272
 CN3272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3272
 CN3272.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3272
 CN3272.The ellipsoidal height was determined by GPS observations
 CN3272.and is referenced to NAD 83.
 CN3272
 CN3272.The geoid height was determined by GEOID03.
 CN3272
 CN3272;                    North         East     Units Scale Factor Converg.
 CN3272;SPC AL W     -   300,210.981   658,507.611   MT  0.99997553   +0 20 13.9
 CN3272;UTM  16      - 3,618,730.949   511,625.554   MT  0.99960167   +0 04 01.3
 CN3272
 CN3272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3272!SPC AL W     -   0.99998590  x   0.99997553  =   0.99996143
 CN3272!UTM  16      -   0.99998590  x   0.99960167  =   0.99958757
 CN3272
 CN3272                          SUPERSEDED SURVEY CONTROL
 CN3272
 CN3272  ELLIP H (09/27/93)   89.86   (m)                       GP(       ) 4 1
 CN3272
 CN3272.Superseded values are not recommended for survey control.
 CN3272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3272.See file dsdata.txt to determine how the superseded data were derived.
 CN3272
 CN3272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1162618731(NAD 83)
 CN3272_MARKER: DD = SURVEY DISK
 CN3272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3272_SP_SET: CONCRETE POST
 CN3272_STAMPING: 11-11 1992
 CN3272_MARK LOGO: ALHD  
 CN3272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3272+STABILITY: SURFACE MOTION
 CN3272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3272+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 CN3272
 CN3272  HISTORY     - Date     Condition        Report By
 CN3272  HISTORY     - 1992     MONUMENTED       ALHD
 CN3272  HISTORY     - 20050831 GOOD             ALDOT
 CN3272
 CN3272                          STATION DESCRIPTION
 CN3272
 CN3272'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3272'THE STATION IS LOCATED IN CHILTON COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3272'CHILTON COUNTY ROAD NO. 64, ABOUT 5.60 MI (9.01 KM) SOUTH OF
 CN3272'MAPLESVILLE AND ABOUT 9.80 MI (15.77 KM) WEST-NORTHWEST OF
 CN3272'BILLINGSLEY.
 CN3272'TO REACH THE STATION FROM THE ALA 22 OVERPASS ON U.S. 82 (MILE POST
 CN3272'106.20 ON U.S. 82) IN MAPLESVILLE, DRIVE SOUTHEAST ON U.S. 82 FOR
 CN3272'5.30 MI (8.53 KM) TO MILE POST 111.50 AND CHILTON COUNTY ROAD NO. 64
 CN3272'ON THE RIGHT, TURN RIGHT ON CHILTON COUNTY ROAD NO. 64 AND DRIVE
 CN3272'SOUTHWEST AND WEST FOR 3.40 MI (5.47 KM) TO THE STATION ON THE RIGHT.
 CN3272'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE LAWN OF A
 CN3272'LARGE BRICK HOUSE, 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE
 CN3272'FENCE ON TREATED WOOD POSTS, 3.1 FT (0.9 M) SOUTH-SOUTHWEST OF THE
 CN3272'EAST END OF THE FIVE STRAND BARBED WIRE FENCE, 33.0 FT (10.1 M) NORTH
 CN3272'OF THE CENTER OF CHILTON COUNTY ROAD NO. 64, 76.0 FT (23.2 M)
 CN3272'NORTH-NORTHEAST OF TELEPHONE CABLE POLE NO. 54 ACROSS THE ROAD, 100.0
 CN3272'FT (30.5 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.8 FT (0.9 M)
 CN3272'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3272'STATION 11-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3272
 CN3272                          STATION RECOVERY (2005)
 CN3272
 CN3272'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3273 ***********************************************************************
 CN3273  DESIGNATION -  11 12
 CN3273  PID         -  CN3273
 CN3273  STATE/COUNTY-  AL/CHILTON
 CN3273  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN3273
 CN3273                         *CURRENT SURVEY CONTROL
 CN3273  ___________________________________________________________________
 CN3273* NAD 83(1992)-  32 45 56.72632(N)    086 52 46.77235(W)     ADJUSTED  
 CN3273* NAVD 88     -       101.90   (meters)     334.3    (feet)  N HEIGHT  
 CN3273  ___________________________________________________________________
 CN3273  X           -     292,232.852 (meters)                     COMP
 CN3273  Y           -  -5,360,680.851 (meters)                     COMP
 CN3273  Z           -   3,432,182.299 (meters)                     COMP
 CN3273  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CN3273  ELLIP HEIGHT-          73.10  (meters)          (07/29/02) GPS OBS
 CN3273  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CN3273  DYNAMIC HT  -         101.78  (meters)     333.9   (feet)  COMP
 CN3273  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 CN3273
 CN3273  HORZ ORDER  -  FIRST
 CN3273  VERT ORDER  -  THIRD
 CN3273  ELLP ORDER  -  FOURTH    CLASS I
 CN3273
 CN3273.The horizontal coordinates were established by GPS observations
 CN3273.and adjusted by the National Geodetic Survey in September 1993..
 CN3273
 CN3273.The orthometric height was determined by differential leveling
 CN3273.and adjusted by the National Geodetic Survey in July 1998..
 CN3273.The height was determined by precise leveling from only one NSRS
 CN3273.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CN3273.allowed ONLY to validate the GPS-derived height.
 CN3273
 CN3273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3273
 CN3273.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3273
 CN3273.The ellipsoidal height was determined by GPS observations
 CN3273.and is referenced to NAD 83.
 CN3273
 CN3273.The geoid height was determined by GEOID03.
 CN3273
 CN3273.The dynamic height is computed by dividing the NAVD 88
 CN3273.geopotential number by the normal gravity value computed on the
 CN3273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN3273.degrees latitude (g = 980.6199 gals.).
 CN3273
 CN3273.The modeled gravity was interpolated from observed gravity values.
 CN3273
 CN3273;                    North         East     Units Scale Factor Converg.
 CN3273;SPC AL W     -   306,806.422   658,122.166   MT  0.99997497   +0 20 08.7
 CN3273;UTM  16      - 3,625,325.671   511,271.371   MT  0.99960157   +0 03 54.5
 CN3273
 CN3273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3273!SPC AL W     -   0.99998852  x   0.99997497  =   0.99996349
 CN3273!UTM  16      -   0.99998852  x   0.99960157  =   0.99959010
 CN3273
 CN3273:                Primary Azimuth Mark                     Grid Az
 CN3273:SPC AL W     -  11 13                                    032 37 43.8
 CN3273:UTM  16      -  11 13                                    032 53 58.0
 CN3273
 CN3273|---------------------------------------------------------------------|
 CN3273| PID    Reference Object                     Distance      Geod. Az  |
 CN3273|                                                           dddmmss.s |
 CN3273| CN3274 11 13                               APPROX. 0.5 KM 0325752.5 |
 CN3273|---------------------------------------------------------------------|
 CN3273
 CN3273                          SUPERSEDED SURVEY CONTROL
 CN3273
 CN3273  ELLIP H (09/27/93)   73.14   (m)                       GP(       ) 4 1
 CN3273  NAVD 88 (09/27/93)  101.78   (m)          333.9    (f) LEVELING    3  
 CN3273  NGVD 29 (??/??/??)  101.87   (m)          334.2    (f) N HEIGHT    3  
 CN3273
 CN3273.Superseded values are not recommended for survey control.
 CN3273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3273.See file dsdata.txt to determine how the superseded data were derived.
 CN3273
 CN3273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1127125326(NAD 83)
 CN3273_MARKER: DD = SURVEY DISK
 CN3273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3273_SP_SET: CONCRETE POST
 CN3273_STAMPING: 11-12 1992
 CN3273_MARK LOGO: ALHD  
 CN3273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3273+STABILITY: SURFACE MOTION
 CN3273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3273+SATELLITE: SATELLITE OBSERVATIONS - March 25, 1992
 CN3273
 CN3273  HISTORY     - Date     Condition        Report By
 CN3273  HISTORY     - 1992     MONUMENTED       ALHD
 CN3273  HISTORY     - 19920325 GOOD             ALHD
 CN3273
 CN3273                          STATION DESCRIPTION
 CN3273
 CN3273'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3273'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3273'OF A RAMP BETWEEN U.S. 82 AND ALA 22 IN MAPLESVILLE.
 CN3273'TO REACH THE STATION FROM THE CENTER OF THE ALA 22 OVERPASS OVER U.S.
 CN3273'82 (MILE POST 51.65 ON ALA 22) IN MAPLESVILLE, DRIVE SOUTHWEST FOR
 CN3273'0.10 MI (0.16 KM)  TO THE STATION ON THE RIGHT.
 CN3273'THE STATION IS 44.0 FT (13.4 M)  SOUTHWEST OF THE WEST CONCRETE CURB
 CN3273'OF THE WEST RAMP FROM U.S. 82 TO ALA 22, 45.4 FT (13.8 M)  SOUTHWEST
 CN3273'OF THE WEST WHITE PLASTIC GUARD POST, 61.1 FT (18.6 M)  SOUTHWEST OF
 CN3273'THE NORTH END OF A CONCRETE TRAFFIC ISLAND IN THE CENTER OF THE WEST
 CN3273'RAMP, 87.3 FT (26.6 M)  WEST-NORTHWEST OF A STOP SIGN, 111.5 FT
 CN3273'(34.0 M) NORTHWEST OF TELEPHONE CABLE POLE NO. 40, 135.4 FT (41.3 M)
 CN3273'WEST-NORTHWEST OF THE CENTERLINE OF ALA 22, 1.9 FT (0.6 M)
 CN3273'EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3273'GROUND.
 CN3273'STATION 11-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3273
 CN3273                          STATION RECOVERY (1992)
 CN3273
 CN3273'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 CN3273'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3274 ***********************************************************************
 CN3274  DESIGNATION -  11 13
 CN3274  PID         -  CN3274
 CN3274  STATE/COUNTY-  AL/CHILTON
 CN3274  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN3274
 CN3274                         *CURRENT SURVEY CONTROL
 CN3274  ___________________________________________________________________
 CN3274* NAD 83(1992)-  32 46 11.36048(N)    086 52 35.53879(W)     ADJUSTED  
 CN3274* NAVD 88     -       102.0    (meters)     335.     (feet)  GPS OBS   
 CN3274  ___________________________________________________________________
 CN3274  X           -     292,511.518 (meters)                     COMP
 CN3274  Y           -  -5,360,421.450 (meters)                     COMP
 CN3274  Z           -   3,432,561.483 (meters)                     COMP
 CN3274  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CN3274  ELLIP HEIGHT-          73.29  (meters)          (08/29/05) GPS OBS
 CN3274  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CN3274
 CN3274  HORZ ORDER  -  A
 CN3274  ELLP ORDER  -  FOURTH    CLASS I
 CN3274
 CN3274.The horizontal coordinates were established by GPS observations
 CN3274.and adjusted by the National Geodetic Survey in August 2005..
 CN3274
 CN3274.The orthometric height was determined by GPS observations and a
 CN3274.high-resolution geoid model.
 CN3274
 CN3274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3274
 CN3274.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3274
 CN3274.The ellipsoidal height was determined by GPS observations
 CN3274.and is referenced to NAD 83.
 CN3274
 CN3274.The geoid height was determined by GEOID03.
 CN3274
 CN3274;                    North         East     Units Scale Factor Converg.
 CN3274;SPC AL W     -   307,258.935   658,411.881   MT  0.99997539   +0 20 14.9
 CN3274;UTM  16      - 3,625,776.642   511,563.112   MT  0.99960165   +0 04 00.6
 CN3274
 CN3274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3274!SPC AL W     -   0.99998849  x   0.99997539  =   0.99996388
 CN3274!UTM  16      -   0.99998849  x   0.99960165  =   0.99959015
 CN3274
 CN3274:                Primary Azimuth Mark                     Grid Az
 CN3274:SPC AL W     -  11 12                                    212 37 43.7
 CN3274:UTM  16      -  11 12                                    212 53 58.0
 CN3274
 CN3274|---------------------------------------------------------------------|
 CN3274| PID    Reference Object                     Distance      Geod. Az  |
 CN3274|                                                           dddmmss.s |
 CN3274| CN3273 11 12                               APPROX. 0.5 KM 2125758.6 |
 CN3274|---------------------------------------------------------------------|
 CN3274
 CN3274                          SUPERSEDED SURVEY CONTROL
 CN3274
 CN3274  ELLIP H (07/29/02)   73.25   (m)                       GP(       ) 4 1
 CN3274  NAD 83(1992)-  32 46 11.36070(N)    086 52 35.53819(W) AD(       ) 1
 CN3274
 CN3274.Superseded values are not recommended for survey control.
 CN3274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3274.See file dsdata.txt to determine how the superseded data were derived.
 CN3274
 CN3274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1156325777(NAD 83)
 CN3274_MARKER: DD = SURVEY DISK
 CN3274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3274_SP_SET: CONCRETE POST
 CN3274_STAMPING: 11-13 1992
 CN3274_MARK LOGO: ALHD  
 CN3274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3274+STABILITY: SURFACE MOTION
 CN3274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3274+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CN3274
 CN3274  HISTORY     - Date     Condition        Report By
 CN3274  HISTORY     - 1992     MONUMENTED       ALHD
 CN3274  HISTORY     - 20040412 GOOD             ALHD
 CN3274  HISTORY     - 20040624 GOOD             LOCSUR
 CN3274  HISTORY     - 20050830 GOOD             ALDOT
 CN3274
 CN3274                          STATION DESCRIPTION
 CN3274
 CN3274'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3274'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 CN3274'ALA 22 IN MAPLESVILLE.
 CN3274'TO REACH THE STATION FROM THE CENTER OF THE ALA 22 OVERPASS OVER U.S.
 CN3274'82 (MILE POST 51.65 ON ALA 22) IN MAPLESVILLE, DRIVE NORTHEAST ON ALA
 CN3274'22 FOR 0.20 MI (0.32 KM)  TO MILE POST 51.85 AND THE STATION ON THE
 CN3274'RIGHT.
 CN3274'THE STATION IS 15.1 FT (4.6 M)  SOUTH OF THE SOUTHEAST LEG OF A RED
 CN3274'AND WHITE WELCOME TO MAPLESVILLE SIGN, 18.4 FT (5.6 M)
 CN3274'SOUTH-SOUTHEAST OF THE NORTHWEST LEG OF A RED AND WHITE WELCOME TO
 CN3274'MAPLESVILLE SIGN, 26.3 FT (8.0 M)  EAST-SOUTHEAST OF THE SOUTH
 CN3274'CONCRETE CURB OF ALA 22, 28.3 FT (8.6 M)  WEST-NORTHWEST OF THE NORTH
 CN3274'RAIL OF THE RAILROAD, 52.0 FT (15.8 M)  EAST-SOUTHEAST OF THE
 CN3274'CENTERLINE OF UNDIVIDED FOUR LANE ALA 22, 93.4 FT (28.5 M)
 CN3274'NORTH-NORTHEAST OF THE SOUTHEAST LEG OF A MAPLESVILLE 2 CLANTON 16
 CN3274'MILEAGE SIGN, 1.9 FT (0.6 M)  NORTHWEST OF A CARSONITE WITNESS POST,
 CN3274'AND SET FLUSH WITH THE GROUND.
 CN3274'STATION 11-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3274
 CN3274                          STATION RECOVERY (2004)
 CN3274
 CN3274'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CN3274'RECOVERED IN GOOD CONDITION.
 CN3274
 CN3274                          STATION RECOVERY (2004)
 CN3274
 CN3274'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (GAB)
 CN3274'RECOVERED AS DESCRIBED.
 CN3274
 CN3274                          STATION RECOVERY (2005)
 CN3274
 CN3274'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3274'REPLACED CARSONITE WITNESS POST WITH A METAL WITNESS POST IN SAME
 CN3274'LOCATION, REST OF DESCRIPTION IS OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3275 ***********************************************************************
 CN3275  DESIGNATION -  11 14
 CN3275  PID         -  CN3275
 CN3275  STATE/COUNTY-  AL/CHILTON
 CN3275  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN3275
 CN3275                         *CURRENT SURVEY CONTROL
 CN3275  ___________________________________________________________________
 CN3275* NAD 83(1992)-  32 48 33.29419(N)    086 55 34.13748(W)     ADJUSTED  
 CN3275* NAVD 88     -       176.8    (meters)     580.     (feet)  GPS OBS   
 CN3275  ___________________________________________________________________
 CN3275  X           -     287,746.370 (meters)                     COMP
 CN3275  Y           -  -5,358,370.944 (meters)                     COMP
 CN3275  Z           -   3,436,277.728 (meters)                     COMP
 CN3275  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CN3275  ELLIP HEIGHT-         148.03  (meters)          (07/29/02) GPS OBS
 CN3275  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CN3275
 CN3275  HORZ ORDER  -  FIRST
 CN3275  ELLP ORDER  -  FOURTH    CLASS I
 CN3275
 CN3275.The horizontal coordinates were established by GPS observations
 CN3275.and adjusted by the National Geodetic Survey in September 1993..
 CN3275
 CN3275.The orthometric height was determined by GPS observations and a
 CN3275.high-resolution geoid model.
 CN3275
 CN3275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3275
 CN3275.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3275
 CN3275.The ellipsoidal height was determined by GPS observations
 CN3275.and is referenced to NAD 83.
 CN3275
 CN3275.The geoid height was determined by GEOID03.
 CN3275
 CN3275;                    North         East     Units Scale Factor Converg.
 CN3275;SPC AL W     -   311,604.823   653,740.085   MT  0.99996893   +0 18 39.4
 CN3275;UTM  16      - 3,630,142.939   506,913.632   MT  0.99960059   +0 02 24.1
 CN3275
 CN3275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3275!SPC AL W     -   0.99997676  x   0.99996893  =   0.99994569
 CN3275!UTM  16      -   0.99997676  x   0.99960059  =   0.99957736
 CN3275
 CN3275:                Primary Azimuth Mark                     Grid Az
 CN3275:SPC AL W     -  11 15                                    312 09 26.6
 CN3275:UTM  16      -  11 15                                    312 25 41.9
 CN3275
 CN3275|---------------------------------------------------------------------|
 CN3275| PID    Reference Object                     Distance      Geod. Az  |
 CN3275|                                                           dddmmss.s |
 CN3275| CN3276 11 15                               APPROX. 0.5 KM 3122806.0 |
 CN3275|---------------------------------------------------------------------|
 CN3275
 CN3275                          SUPERSEDED SURVEY CONTROL
 CN3275
 CN3275  ELLIP H (09/27/93)  148.07   (m)                       GP(       ) 4 1
 CN3275
 CN3275.Superseded values are not recommended for survey control.
 CN3275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3275.See file dsdata.txt to determine how the superseded data were derived.
 CN3275
 CN3275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0691430143(NAD 83)
 CN3275_MARKER: DD = SURVEY DISK
 CN3275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3275_SP_SET: CONCRETE POST
 CN3275_STAMPING: 11-14 1992
 CN3275_MARK LOGO: ALHD  
 CN3275_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3275+STABILITY: SURFACE MOTION
 CN3275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3275+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3275
 CN3275  HISTORY     - Date     Condition        Report By
 CN3275  HISTORY     - 1992     MONUMENTED       ALHD
 CN3275
 CN3275                          STATION DESCRIPTION
 CN3275
 CN3275'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3275'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3275'OF U.S. 82, ABOUT 3.40 MI (5.47 KM)  NORTHWEST OF MAPLESVILLE AND
 CN3275'ABOUT 14.15 MI (22.77 KM)  SOUTHWEST OF THORSBY.
 CN3275'TO REACH THE STATION FROM THE ALA 22 OVERPASS OVER U.S. 82 (MILE POST
 CN3275'106.30 ON U.S. 82) IN MAPLESVILLE, DRIVE NORTHWEST ON U.S. 82 FOR
 CN3275'4.20 MI (6.76 KM)  TO MILE POST 102.10 AND THE STATION ON THE LEFT.
 CN3275'THE STATION IS 5.5 FT (1.7 M)  WEST OF A WATER VALVE, 13.0 FT (4.0 M)
 CN3275'EAST OF A WATER METER, 54.7 FT (16.7 M)  SOUTHWEST OF THE CENTERLINE
 CN3275'OF U.S. 82, 101.6 FT (31.0 M)  SOUTH-SOUTHWEST OF A FIRE HYDRANT
 CN3275'ACROSS U.S. 82, 118.5 FT (36.1 M)  NORTHWEST OF A POWER POLE, 127.0
 CN3275'FT (38.7 M)  EAST-SOUTHEAST OF A JUNCTION POWER POLE, 149.0 FT
 CN3275'(45.4 M)  NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 2.0 FT (0.6 M)
 CN3275'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3275'STATION 11-15 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3276 ***********************************************************************
 CN3276  DESIGNATION -  11 15
 CN3276  PID         -  CN3276
 CN3276  STATE/COUNTY-  AL/CHILTON
 CN3276  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN3276
 CN3276                         *CURRENT SURVEY CONTROL
 CN3276  ___________________________________________________________________
 CN3276* NAD 83(1992)-  32 48 45.11893(N)    086 55 49.43627(W)     ADJUSTED  
 CN3276* NAVD 88     -       178.0    (meters)     584.     (feet)  GPS OBS   
 CN3276  ___________________________________________________________________
 CN3276  X           -     287,338.418 (meters)                     COMP
 CN3276  Y           -  -5,358,196.137 (meters)                     COMP
 CN3276  Z           -   3,436,584.520 (meters)                     COMP
 CN3276  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CN3276  ELLIP HEIGHT-         149.19  (meters)          (07/29/02) GPS OBS
 CN3276  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CN3276
 CN3276  HORZ ORDER  -  FIRST
 CN3276  ELLP ORDER  -  FOURTH    CLASS I
 CN3276
 CN3276.The horizontal coordinates were established by GPS observations
 CN3276.and adjusted by the National Geodetic Survey in September 1993..
 CN3276
 CN3276.The orthometric height was determined by GPS observations and a
 CN3276.high-resolution geoid model.
 CN3276
 CN3276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3276
 CN3276.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3276
 CN3276.The ellipsoidal height was determined by GPS observations
 CN3276.and is referenced to NAD 83.
 CN3276
 CN3276.The geoid height was determined by GEOID03.
 CN3276
 CN3276;                    North         East     Units Scale Factor Converg.
 CN3276;SPC AL W     -   311,966.925   653,340.144   MT  0.99996840   +0 18 31.2
 CN3276;UTM  16      - 3,630,506.795   506,515.555   MT  0.99960052   +0 02 15.8
 CN3276
 CN3276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3276!SPC AL W     -   0.99997658  x   0.99996840  =   0.99994498
 CN3276!UTM  16      -   0.99997658  x   0.99960052  =   0.99957711
 CN3276
 CN3276:                Primary Azimuth Mark                     Grid Az
 CN3276:SPC AL W     -  11 14                                    132 09 26.5
 CN3276:UTM  16      -  11 14                                    132 25 41.9
 CN3276
 CN3276|---------------------------------------------------------------------|
 CN3276| PID    Reference Object                     Distance      Geod. Az  |
 CN3276|                                                           dddmmss.s |
 CN3276| CN3275 11 14                               APPROX. 0.5 KM 1322757.7 |
 CN3276|---------------------------------------------------------------------|
 CN3276
 CN3276                          SUPERSEDED SURVEY CONTROL
 CN3276
 CN3276  ELLIP H (09/27/93)  149.23   (m)                       GP(       ) 4 1
 CN3276
 CN3276.Superseded values are not recommended for survey control.
 CN3276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3276.See file dsdata.txt to determine how the superseded data were derived.
 CN3276
 CN3276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0651630507(NAD 83)
 CN3276_MARKER: DD = SURVEY DISK
 CN3276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3276_SP_SET: CONCRETE POST
 CN3276_STAMPING: 11-15 1992
 CN3276_MARK LOGO: ALHD  
 CN3276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3276+STABILITY: SURFACE MOTION
 CN3276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3276+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3276
 CN3276  HISTORY     - Date     Condition        Report By
 CN3276  HISTORY     - 1992     MONUMENTED       ALHD
 CN3276
 CN3276                          STATION DESCRIPTION
 CN3276
 CN3276'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3276'THE STATION IS LOCATED IN CHILTON COUNTY ON THE NORTHEAST RIGHT OF WAY
 CN3276'OF U.S. 82, ABOUT 3.70 MI (5.95 KM)  NORTHWEST OF MAPLESVILLE AND
 CN3276'ABOUT 14.20 MI (22.85 KM)  SOUTHWEST OF THORSBY.
 CN3276'TO REACH THE STATION FROM THE ALA 22 OVERPASS OVER U.S. 82 (MILE POST
 CN3276'106.30 ON U.S. 82) IN MAPLESVILLE, DRIVE NORTHWEST ON U.S. 82 FOR
 CN3276'4.55 MI (7.32 KM)  TO MILE POST 101.75 AND THE STATION ON THE RIGHT.
 CN3276'THE STATION IS 4.3 FT (1.3 M)  SOUTHWEST OF A HOG WIRE FENCE WITH TWO
 CN3276'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS AROUND A MICROWAVE
 CN3276'TOWER, 37.2 FT (11.3 M)  NORTHWEST OF A CORNER POST ON THE NORTHWEST
 CN3276'SIDE OF A GRAVEL DRIVEWAY, 42.0 FT (12.8 M)  NORTH-NORTHWEST OF THE
 CN3276'NORTHWEST END OF AN 18-INCH CORREGATED METAL PIPE UNDER A GRAVEL
 CN3276'DRIVEWAY, 43.0 FT (13.1 M)  NORTHWEST OF THE CENTER OF A GRAVEL
 CN3276'DRIVEWAY, 49.8 FT (15.2 M)  NORTHWEST OF A CORNER POST ON THE
 CN3276'SOUTHEAST SIDE OF A GRAVEL DRIVEWAY, 51.5 FT (15.7 M)  NORTHEAST OF
 CN3276'THE CENTERLINE OF U.S. 82, 54.4 FT (16.6 M)  SOUTHEAST OF THE
 CN3276'NORTHWEST CORNER OF THE FENCE, 71.4 FT (21.8 M)  NORTHWEST OF THE
 CN3276'SOUTHWEST CORNER OF THE FENCE, 4.0 FT (1.2 M)  SOUTHWEST OF A
 CN3276'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3276'STATION 11-14 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3277 ***********************************************************************
 CN3277  DESIGNATION -  11 16
 CN3277  PID         -  CN3277
 CN3277  STATE/COUNTY-  AL/CHILTON
 CN3277  USGS QUAD   -  CLANTON WEST (1972)
 CN3277
 CN3277                         *CURRENT SURVEY CONTROL
 CN3277  ___________________________________________________________________
 CN3277* NAD 83(1992)-  32 45 16.02999(N)    086 43 08.74545(W)     ADJUSTED  
 CN3277* NAVD 88     -       190.5    (meters)     625.     (feet)  GPS OBS   
 CN3277  ___________________________________________________________________
 CN3277  X           -     307,297.313 (meters)                     COMP
 CN3277  Y           -  -5,360,592.811 (meters)                     COMP
 CN3277  Z           -   3,431,176.126 (meters)                     COMP
 CN3277  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CN3277  ELLIP HEIGHT-         162.02  (meters)          (07/29/02) GPS OBS
 CN3277  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN3277
 CN3277  HORZ ORDER  -  FIRST
 CN3277  ELLP ORDER  -  FOURTH    CLASS I
 CN3277
 CN3277.The horizontal coordinates were established by GPS observations
 CN3277.and adjusted by the National Geodetic Survey in September 1993..
 CN3277
 CN3277.The orthometric height was determined by GPS observations and a
 CN3277.high-resolution geoid model.
 CN3277
 CN3277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3277
 CN3277.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3277
 CN3277.The ellipsoidal height was determined by GPS observations
 CN3277.and is referenced to NAD 83.
 CN3277
 CN3277.The geoid height was determined by GEOID03.
 CN3277
 CN3277;                    North         East     Units Scale Factor Converg.
 CN3277;SPC AL W     -   305,652.348   673,175.537   MT  0.99999934   +0 25 21.1
 CN3277;UTM  16      - 3,624,100.990   526,313.374   MT  0.99960854   +0 09 07.1
 CN3277
 CN3277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3277!SPC AL W     -   0.99997456  x   0.99999934  =   0.99997390
 CN3277!UTM  16      -   0.99997456  x   0.99960854  =   0.99958311
 CN3277
 CN3277:                Primary Azimuth Mark                     Grid Az
 CN3277:SPC AL W     -  11 17                                    001 58 06.3
 CN3277:UTM  16      -  11 17                                    002 14 20.3
 CN3277
 CN3277|---------------------------------------------------------------------|
 CN3277| PID    Reference Object                     Distance      Geod. Az  |
 CN3277|                                                           dddmmss.s |
 CN3277| CN3278 11 17                               405.223 METERS 0022327.4 |
 CN3277|---------------------------------------------------------------------|
 CN3277
 CN3277                          SUPERSEDED SURVEY CONTROL
 CN3277
 CN3277  ELLIP H (09/27/93)  162.06   (m)                       GP(       ) 4 1
 CN3277
 CN3277.Superseded values are not recommended for survey control.
 CN3277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3277.See file dsdata.txt to determine how the superseded data were derived.
 CN3277
 CN3277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2631324101(NAD 83)
 CN3277_MARKER: DD = SURVEY DISK
 CN3277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3277_SP_SET: CONCRETE POST
 CN3277_STAMPING: 11-16 1992
 CN3277_MARK LOGO: ALHD  
 CN3277_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3277+STABILITY: SURFACE MOTION
 CN3277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3277+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3277
 CN3277  HISTORY     - Date     Condition        Report By
 CN3277  HISTORY     - 1992     MONUMENTED       ALHD
 CN3277
 CN3277                          STATION DESCRIPTION
 CN3277
 CN3277'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3277'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 CN3277'CHILTON COUNTY ROAD NO. 37, ABOUT 6.65 MI (10.70 KM)  NORTH OF
 CN3277'BILLINGSLEY AND ABOUT 9.20 MI (14.81 KM)  EAST-SOUTHEAST OF
 CN3277'MAPLESVILLE.
 CN3277'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 191 (MILE
 CN3277'POST 57.95 ON ALA 22), ABOUT 2.90 MI (4.67 KM)  EAST OF MAPLESVILLE,
 CN3277'DRIVE EAST ON ALA 22 FOR 4.90 MI (7.89 KM)  TO MILE POST 62.85 AND
 CN3277'CHILTON COUNTY ROAD NO. 37 LEFT AND RIGHT, TURN RIGHT ON CHILTON
 CN3277'COUNTY ROAD NO. 37 AND DRIVE SOUTH FOR 5.85 MI (9.41 KM)  TO THE
 CN3277'STATION ON THE LEFT.
 CN3277'THE STATION IS 3.0 FT (0.9 M)  NORTH OF TELEPHONE CABLE PEDESTAL NO.
 CN3277'BR 66, 16.0 FT (4.9 M)  SOUTH OF THE CENTER OF A GRAVEL FIELD ROAD,
 CN3277'39.5 FT (12.0 M)  EAST OF THE CENTERLINE OF CHILTON COUNTY ROAD NO.
 CN3277'37, 2.4 FT (0.7 M)  WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3277'WITH THE GROUND.
 CN3277'STATION 11-17 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3278 ***********************************************************************
 CN3278  DESIGNATION -  11 17
 CN3278  PID         -  CN3278
 CN3278  STATE/COUNTY-  AL/CHILTON
 CN3278  USGS QUAD   -  CLANTON WEST (1972)
 CN3278
 CN3278                         *CURRENT SURVEY CONTROL
 CN3278  ___________________________________________________________________
 CN3278* NAD 83(1992)-  32 45 29.17275(N)    086 43 08.09600(W)     ADJUSTED  
 CN3278* NAVD 88     -       191.8    (meters)     629.     (feet)  GPS OBS   
 CN3278  ___________________________________________________________________
 CN3278  X           -     307,301.716 (meters)                     COMP
 CN3278  Y           -  -5,360,374.226 (meters)                     COMP
 CN3278  Z           -   3,431,517.326 (meters)                     COMP
 CN3278  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CN3278  ELLIP HEIGHT-         163.32  (meters)          (07/29/02) GPS OBS
 CN3278  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN3278
 CN3278  HORZ ORDER  -  FIRST
 CN3278  ELLP ORDER  -  FOURTH    CLASS I
 CN3278
 CN3278.The horizontal coordinates were established by GPS observations
 CN3278.and adjusted by the National Geodetic Survey in September 1993..
 CN3278
 CN3278.The orthometric height was determined by GPS observations and a
 CN3278.high-resolution geoid model.
 CN3278
 CN3278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3278
 CN3278.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3278
 CN3278.The ellipsoidal height was determined by GPS observations
 CN3278.and is referenced to NAD 83.
 CN3278
 CN3278.The geoid height was determined by GEOID03.
 CN3278
 CN3278;                    North         East     Units Scale Factor Converg.
 CN3278;SPC AL W     -   306,057.332   673,189.456   MT  0.99999936   +0 25 21.6
 CN3278;UTM  16      - 3,624,505.745   526,329.199   MT  0.99960855   +0 09 07.5
 CN3278
 CN3278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3278!SPC AL W     -   0.99997436  x   0.99999936  =   0.99997372
 CN3278!UTM  16      -   0.99997436  x   0.99960855  =   0.99958292
 CN3278
 CN3278:                Primary Azimuth Mark                     Grid Az
 CN3278:SPC AL W     -  11 16                                    181 58 06.2
 CN3278:UTM  16      -  11 16                                    182 14 20.3
 CN3278
 CN3278|---------------------------------------------------------------------|
 CN3278| PID    Reference Object                     Distance      Geod. Az  |
 CN3278|                                                           dddmmss.s |
 CN3278| CN3277 11 16                               405.223 METERS 1822327.8 |
 CN3278|---------------------------------------------------------------------|
 CN3278
 CN3278                          SUPERSEDED SURVEY CONTROL
 CN3278
 CN3278  ELLIP H (09/27/93)  163.36   (m)                       GP(       ) 4 1
 CN3278
 CN3278.Superseded values are not recommended for survey control.
 CN3278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3278.See file dsdata.txt to determine how the superseded data were derived.
 CN3278
 CN3278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2632924506(NAD 83)
 CN3278_MARKER: DD = SURVEY DISK
 CN3278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3278_SP_SET: CONCRETE POST
 CN3278_STAMPING: 11-17 1992
 CN3278_MARK LOGO: ALHD  
 CN3278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3278+STABILITY: SURFACE MOTION
 CN3278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3278+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3278
 CN3278  HISTORY     - Date     Condition        Report By
 CN3278  HISTORY     - 1992     MONUMENTED       ALHD
 CN3278
 CN3278                          STATION DESCRIPTION
 CN3278
 CN3278'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3278'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 CN3278'CHILTON COUNTY ROAD NO. 37, ABOUT 6.90 MI (11.10 KM)  NORTH OF
 CN3278'BILLINGSLEY AND ABOUT 9.05 MI (14.56 KM)  EAST-SOUTHEAST OF
 CN3278'MAPLESVILLE.
 CN3278'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 191 (MILE
 CN3278'POST 57.95 ON ALA 22), ABOUT 2.90 MI (4.67 KM)  EAST OF MAPLESVILLE,
 CN3278'DRIVE EAST ON ALA 22 FOR 4.90 MI (7.89 KM)  TO MILE POST 62.85 AND
 CN3278'CHILTON COUNTY ROAD NO. 37 LEFT AND RIGHT, TURN RIGHT ON CHILTON
 CN3278'COUNTY ROAD NO. 37 AND DRIVE SOUTH FOR 5.60 MI (9.01 KM)  TO THE
 CN3278'STATION ON THE LEFT.
 CN3278'THE STATION IS 37.6 FT (11.5 M)  EAST-NORTHEAST OF THE CENTERLINE OF
 CN3278'CHILTON COUNTY ROAD NO. 37, 81.5 FT (24.8 M)  EAST OF AN ORANGE TOP
 CN3278'STEEL POST ACROSS THE ROAD, 90.8 FT (27.7 M)  EAST-SOUTHEAST OF POWER
 CN3278'POLE NO. 230203 ACROSS THE ROAD, 142.5 FT (43.4 M)  NORTH-NORTHWEST
 CN3278'OF A TELEPHONE CABLE PEDESTAL, 2.3 FT (0.7 M)  WEST OF A CARSONITE
 CN3278'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3278'STATION 11-16 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3279 ***********************************************************************
 CN3279  DESIGNATION -  11 18
 CN3279  PID         -  CN3279
 CN3279  STATE/COUNTY-  AL/CHILTON
 CN3279  USGS QUAD   -  JEMISON WEST (1981)
 CN3279
 CN3279                         *CURRENT SURVEY CONTROL
 CN3279  ___________________________________________________________________
 CN3279* NAD 83(1992)-  32 52 47.62301(N)    086 49 20.73865(W)     ADJUSTED  
 CN3279* NAVD 88     -       172.1    (meters)     565.     (feet)  GPS OBS   
 CN3279  ___________________________________________________________________
 CN3279  X           -     297,210.323 (meters)                     COMP
 CN3279  Y           -  -5,353,594.416 (meters)                     COMP
 CN3279  Z           -   3,442,857.742 (meters)                     COMP
 CN3279  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 CN3279  ELLIP HEIGHT-         143.32  (meters)          (07/29/02) GPS OBS
 CN3279  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN3279
 CN3279  HORZ ORDER  -  FIRST
 CN3279  ELLP ORDER  -  FOURTH    CLASS I
 CN3279
 CN3279.The horizontal coordinates were established by GPS observations
 CN3279.and adjusted by the National Geodetic Survey in September 1993..
 CN3279
 CN3279.The orthometric height was determined by GPS observations and a
 CN3279.high-resolution geoid model.
 CN3279
 CN3279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3279
 CN3279.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3279
 CN3279.The ellipsoidal height was determined by GPS observations
 CN3279.and is referenced to NAD 83.
 CN3279
 CN3279.The geoid height was determined by GEOID03.
 CN3279
 CN3279;                    North         East     Units Scale Factor Converg.
 CN3279;SPC AL W     -   319,496.869   663,403.375   MT  0.99998288   +0 22 04.3
 CN3279;UTM  16      - 3,637,986.225   516,610.542   MT  0.99960340   +0 05 47.0
 CN3279
 CN3279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3279!SPC AL W     -   0.99997750  x   0.99998288  =   0.99996038
 CN3279!UTM  16      -   0.99997750  x   0.99960340  =   0.99958091
 CN3279
 CN3279:                Primary Azimuth Mark                     Grid Az
 CN3279:SPC AL W     -  11 19                                    355 58 56.1
 CN3279:UTM  16      -  11 19                                    356 15 13.4
 CN3279
 CN3279|---------------------------------------------------------------------|
 CN3279| PID    Reference Object                     Distance      Geod. Az  |
 CN3279|                                                           dddmmss.s |
 CN3279| CN3280 11 19                               APPROX. 0.5 KM 3562100.4 |
 CN3279|---------------------------------------------------------------------|
 CN3279
 CN3279                          SUPERSEDED SURVEY CONTROL
 CN3279
 CN3279  ELLIP H (09/27/93)  143.37   (m)                       GP(       ) 4 1
 CN3279
 CN3279.Superseded values are not recommended for survey control.
 CN3279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3279.See file dsdata.txt to determine how the superseded data were derived.
 CN3279
 CN3279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1661137986(NAD 83)
 CN3279_MARKER: DD = SURVEY DISK
 CN3279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3279_SP_SET: CONCRETE POST
 CN3279_STAMPING: 11-18 1992
 CN3279_MARK LOGO: ALHD  
 CN3279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3279+STABILITY: SURFACE MOTION
 CN3279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3279+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3279
 CN3279  HISTORY     - Date     Condition        Report By
 CN3279  HISTORY     - 1992     MONUMENTED       ALHD
 CN3279
 CN3279                          STATION DESCRIPTION
 CN3279
 CN3279'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3279'THE STATION IS LOCATED IN CHILTON COUNTY ON THE WEST RIGHT OF WAY OF
 CN3279'ALA 191, ABOUT 6.65 MI (10.70 KM)  WEST-SOUTHWEST OF THORSBY AND
 CN3279'ABOUT 6.80 MI (10.94 KM)  NORTH-NORTHEAST OF MAPLESVILLE.
 CN3279'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 191 (MILE
 CN3279'POST 0 ON ALA 191), ABOUT 2.90 MI (4.67 KM)  EAST OF MAPLESVILLE,
 CN3279'DRIVE NORTH ON ALA 191 FOR 6.10 MI (9.82 KM)  TO MILE POST 6.10 AND
 CN3279'THE STATION ON THE LEFT.
 CN3279'THE STATION IS 3.0 FT (0.9 M)  EAST-NORTHEAST OF A FIVE STRAND BARBED
 CN3279'WIRE FENCE ON RED TOP STEEL POSTS, 43.5 FT (13.3 M)  WEST-SOUTHWEST
 CN3279'OF THE CENTERLINE OF ALA 191, 52.1 FT (15.9 M)  SOUTH OF THE NORTH
 CN3279'END OF THE BARBED WIRE FENCE AND THE BEGINNING OF A FOUR FOOT CHAIN
 CN3279'LINK FENCE, 84.6 FT (25.8 M)  SOUTH-SOUTHEAST OF A TELEPHONE SERVICE
 CN3279'POLE AND CABLE PEDESTAL NO. MH 158 76, 98.7 FT (30.1 M)  NORTH OF A
 CN3279'WATER VALVE, 98.8 FT (30.1 M)  NORTH OF A WATER VALVE SIGN, 2.9 FT
 CN3279'(0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3279'GROUND.
 CN3279'STATION 11-19 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3280 ***********************************************************************
 CN3280  DESIGNATION -  11 19
 CN3280  PID         -  CN3280
 CN3280  STATE/COUNTY-  AL/CHILTON
 CN3280  USGS QUAD   -  JEMISON WEST (1981)
 CN3280
 CN3280                         *CURRENT SURVEY CONTROL
 CN3280  ___________________________________________________________________
 CN3280* NAD 83(1992)-  32 53 05.33573(N)    086 49 22.07775(W)     ADJUSTED  
 CN3280* NAVD 88     -       178.7    (meters)     586.     (feet)  GPS OBS   
 CN3280  ___________________________________________________________________
 CN3280  X           -     297,159.452 (meters)                     COMP
 CN3280  Y           -  -5,353,306.029 (meters)                     COMP
 CN3280  Z           -   3,443,319.543 (meters)                     COMP
 CN3280  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 CN3280  ELLIP HEIGHT-         149.86  (meters)          (07/29/02) GPS OBS
 CN3280  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CN3280
 CN3280  HORZ ORDER  -  FIRST
 CN3280  ELLP ORDER  -  FOURTH    CLASS I
 CN3280
 CN3280.The horizontal coordinates were established by GPS observations
 CN3280.and adjusted by the National Geodetic Survey in September 1993..
 CN3280
 CN3280.The orthometric height was determined by GPS observations and a
 CN3280.high-resolution geoid model.
 CN3280
 CN3280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3280
 CN3280.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3280
 CN3280.The ellipsoidal height was determined by GPS observations
 CN3280.and is referenced to NAD 83.
 CN3280
 CN3280.The geoid height was determined by GEOID03.
 CN3280
 CN3280;                    North         East     Units Scale Factor Converg.
 CN3280;SPC AL W     -   320,042.286   663,365.066   MT  0.99998282   +0 22 03.7
 CN3280;UTM  16      - 3,638,531.611   516,574.831   MT  0.99960339   +0 05 46.4
 CN3280
 CN3280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3280!SPC AL W     -   0.99997647  x   0.99998282  =   0.99995929
 CN3280!UTM  16      -   0.99997647  x   0.99960339  =   0.99957987
 CN3280
 CN3280:                Primary Azimuth Mark                     Grid Az
 CN3280:SPC AL W     -  11 18                                    175 58 56.0
 CN3280:UTM  16      -  11 18                                    176 15 13.3
 CN3280
 CN3280|---------------------------------------------------------------------|
 CN3280| PID    Reference Object                     Distance      Geod. Az  |
 CN3280|                                                           dddmmss.s |
 CN3280| CN3279 11 18                               APPROX. 0.5 KM 1762059.7 |
 CN3280|---------------------------------------------------------------------|
 CN3280
 CN3280                          SUPERSEDED SURVEY CONTROL
 CN3280
 CN3280  ELLIP H (09/27/93)  149.91   (m)                       GP(       ) 4 1
 CN3280
 CN3280.Superseded values are not recommended for survey control.
 CN3280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3280.See file dsdata.txt to determine how the superseded data were derived.
 CN3280
 CN3280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1657538532(NAD 83)
 CN3280_MARKER: DD = SURVEY DISK
 CN3280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3280_SP_SET: CONCRETE POST
 CN3280_STAMPING: 11-19 1992
 CN3280_MARK LOGO: ALHD  
 CN3280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3280+STABILITY: SURFACE MOTION
 CN3280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3280+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3280
 CN3280  HISTORY     - Date     Condition        Report By
 CN3280  HISTORY     - 1992     MONUMENTED       ALHD
 CN3280
 CN3280                          STATION DESCRIPTION
 CN3280
 CN3280'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3280'THE STATION IS LOCATED IN CHILTON COUNTY ON THE WEST RIGHT OF WAY OF
 CN3280'ALA 191, ABOUT 6.55 MI (10.54 KM)  WEST-SOUTHWEST OF THORSBY AND
 CN3280'ABOUT 7.10 MI (11.43 KM)  NORTH-NORTHEAST OF MAPLESVILLE.
 CN3280'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 191 (MILE
 CN3280'POST 0 ON ALA 191), ABOUT 2.90 MI (4.67 KM)  EAST OF MAPLESVILLE,
 CN3280'DRIVE NORTH ON ALA 191 FOR 6.45 MI (10.38 KM)  TO MILE POST 6.45 AND
 CN3280'THE STATION ON THE LEFT.
 CN3280'THE STATION IS 3.0 FT (0.9 M)  EAST-NORTHEAST OF A HOG WIRE FENCE WITH
 CN3280'TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 31.0 FT (9.4 M)
 CN3280'WEST-SOUTHWEST OF THE CENTERLINE OF ALA 191, 53.7 FT (16.4 M)
 CN3280'NORTHEAST OF A POWER POLE IN A PASTURE, 69.0 FT (21.0 M)
 CN3280'SOUTH-SOUTHEAST OF THE SOUTH POST OF A STEEL GATE, 147.4 FT (44.9 M)
 CN3280'NORTH OF A BRACED 8-INCH POST IN THE FENCE LINE, 3.0 FT (0.9 M)  EAST
 CN3280'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3280'STATION 11-18 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3138 ***********************************************************************
 CN3138  DESIGNATION -  11 2
 CN3138  PID         -  CN3138
 CN3138  STATE/COUNTY-  AL/CHILTON
 CN3138  USGS QUAD   -  LAY DAM (1981)
 CN3138
 CN3138                         *CURRENT SURVEY CONTROL
 CN3138  ___________________________________________________________________
 CN3138* NAD 83(1992)-  32 58 27.04873(N)    086 36 18.33457(W)     ADJUSTED  
 CN3138* NAVD 88     -       147.3    (meters)     483.     (feet)  VERTCON   
 CN3138  ___________________________________________________________________
 CN3138  X           -     317,177.568 (meters)                     COMP
 CN3138  Y           -  -5,346,733.592 (meters)                     COMP
 CN3138  Z           -   3,451,621.133 (meters)                     COMP
 CN3138  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CN3138  ELLIP HEIGHT-         118.32  (meters)          (07/29/02) GPS OBS
 CN3138  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN3138
 CN3138  HORZ ORDER  -  FIRST
 CN3138  ELLP ORDER  -  FOURTH    CLASS I
 CN3138
 CN3138.The horizontal coordinates were established by GPS observations
 CN3138.and adjusted by the National Geodetic Survey in December 1992..
 CN3138
 CN3138.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3138
 CN3138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3138
 CN3138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3138
 CN3138.The ellipsoidal height was determined by GPS observations
 CN3138.and is referenced to NAD 83.
 CN3138
 CN3138.The geoid height was determined by GEOID03.
 CN3138
 CN3138;                    North         East     Units Scale Factor Converg.
 CN3138;SPC AL W     -   330,104.711   683,652.113   MT  1.00001958   +0 29 13.5
 CN3138;UTM  16      - 3,648,493.779   536,901.434   MT  0.99961679   +0 12 53.8
 CN3138
 CN3138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3138!SPC AL W     -   0.99998142  x   1.00001958  =   1.00000100
 CN3138!UTM  16      -   0.99998142  x   0.99961679  =   0.99959822
 CN3138
 CN3138                          SUPERSEDED SURVEY CONTROL
 CN3138
 CN3138  ELLIP H (12/04/92)  118.37   (m)                       GP(       ) 4 1
 CN3138  NAD 83(1986)-  32 58 27.05670(N)    086 36 18.33844(W) AD(       ) 1
 CN3138  NGVD 29 (12/04/92)  147.2    (m)          483.     (f) GPS OBS        
 CN3138
 CN3138.Superseded values are not recommended for survey control.
 CN3138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3138.See file dsdata.txt to determine how the superseded data were derived.
 CN3138
 CN3138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3690148494(NAD 83)
 CN3138_MARKER: DD = SURVEY DISK
 CN3138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3138_SP_SET: CONCRETE POST
 CN3138_STAMPING: 11-2 1990
 CN3138_MARK LOGO: ALHD  
 CN3138_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3138+STABILITY: SURFACE MOTION
 CN3138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3138+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CN3138
 CN3138  HISTORY     - Date     Condition        Report By
 CN3138  HISTORY     - 1990     MONUMENTED       ALHD
 CN3138
 CN3138                          STATION DESCRIPTION
 CN3138
 CN3138'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3138'THE STATION IS LOCATED IN CHILTON COUNTY ON PROPERTY OWNED BY MRS. SUE
 CN3138'S. HOPE, ABOUT 8.40 MI (13.52 KM) EAST - NORTHEAST OF JEMISON, AND
 CN3138'ABOUT 9.20 MI (14.81 KM) NORTH - NORTHEAST OF CLANTON.
 CN3138'TO REACH THE STATION FROM EXIT 212 ON I - 65 IN CLANTON, DRIVE NORTH
 CN3138'ON ALA 145 7.60 MI (12.23 KM) TO MILE POST 11.30 AND A GRAVEL ROAD TO
 CN3138'THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTHEAST 1.55 MI
 CN3138'(2.49 KM) TO A WOODS ROAD TO THE RIGHT, TURN RIGHT ON THE WOODS ROAD
 CN3138'AND DRIVE WESTERLY 0.15 MI (0.24 KM) TO A CREEK, FORD THE CREEK AND
 CN3138'CONTINUE WESTERY 0.25 MI (0.40 KM) TO THE TOP OF THE HILL AND THE
 CN3138'STATION ON THE LEFT.
 CN3138'THE STATION IS 14.0 FT (4.3 M) SOUTH OF THE CENTER OF THE WOODS ROAD,
 CN3138'2.6 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CN3138'THE GROUND.
 CN3138'BENCH MARK Y 290 1949 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3281 ***********************************************************************
 CN3281  DESIGNATION -  11 20
 CN3281  PID         -  CN3281
 CN3281  STATE/COUNTY-  AL/CHILTON
 CN3281  USGS QUAD   -  WHITE CITY (1987)
 CN3281
 CN3281                         *CURRENT SURVEY CONTROL
 CN3281  ___________________________________________________________________
 CN3281* NAD 83(1992)-  32 43 19.27530(N)    086 34 34.01551(W)     ADJUSTED  
 CN3281* NAVD 88     -       208.5    (meters)     684.     (feet)  GPS OBS   
 CN3281  ___________________________________________________________________
 CN3281  X           -     320,790.676 (meters)                     COMP
 CN3281  Y           -  -5,361,766.088 (meters)                     COMP
 CN3281  Z           -   3,428,160.447 (meters)                     COMP
 CN3281  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CN3281  ELLIP HEIGHT-         180.06  (meters)          (07/29/02) GPS OBS
 CN3281  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CN3281
 CN3281  HORZ ORDER  -  FIRST
 CN3281  ELLP ORDER  -  FOURTH    CLASS I
 CN3281
 CN3281.The horizontal coordinates were established by GPS observations
 CN3281.and adjusted by the National Geodetic Survey in September 1993..
 CN3281
 CN3281.The orthometric height was determined by GPS observations and a
 CN3281.high-resolution geoid model.
 CN3281
 CN3281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3281
 CN3281.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3281
 CN3281.The ellipsoidal height was determined by GPS observations
 CN3281.and is referenced to NAD 83.
 CN3281
 CN3281.The geoid height was determined by GEOID03.
 CN3281
 CN3281;                    North         East     Units Scale Factor Converg.
 CN3281;SPC AL W     -   302,163.560   686,605.512   MT  1.00002579   +0 29 58.0
 CN3281;UTM  16      - 3,620,550.270   539,721.387   MT  0.99961945   +0 13 44.9
 CN3281
 CN3281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3281!SPC AL W     -   0.99997173  x   1.00002579  =   0.99999752
 CN3281!UTM  16      -   0.99997173  x   0.99961945  =   0.99959119
 CN3281
 CN3281:                Primary Azimuth Mark                     Grid Az
 CN3281:SPC AL W     -  11 21                                    064 11 19.8
 CN3281:UTM  16      -  11 21                                    064 27 32.9
 CN3281
 CN3281|---------------------------------------------------------------------|
 CN3281| PID    Reference Object                     Distance      Geod. Az  |
 CN3281|                                                           dddmmss.s |
 CN3281| CN3282 11 21                               468.337 METERS 0644117.8 |
 CN3281|---------------------------------------------------------------------|
 CN3281
 CN3281                          SUPERSEDED SURVEY CONTROL
 CN3281
 CN3281  ELLIP H (09/27/93)  180.10   (m)                       GP(       ) 4 1
 CN3281
 CN3281.Superseded values are not recommended for survey control.
 CN3281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3281.See file dsdata.txt to determine how the superseded data were derived.
 CN3281
 CN3281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3972120550(NAD 83)
 CN3281_MARKER: DD = SURVEY DISK
 CN3281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3281_SP_SET: CONCRETE POST
 CN3281_STAMPING: 11-20 1992
 CN3281_MARK LOGO: ALHD  
 CN3281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3281+STABILITY: SURFACE MOTION
 CN3281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3281+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3281
 CN3281  HISTORY     - Date     Condition        Report By
 CN3281  HISTORY     - 1992     MONUMENTED       ALHD
 CN3281
 CN3281                          STATION DESCRIPTION
 CN3281
 CN3281'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3281'THE STATION IS LOCATED IN CHILTON COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3281'CHILTON COUNTY ROAD NO. 59, ABOUT 4.35 MI (7.00 KM)  SOUTHWEST OF
 CN3281'VERBENA AND ABOUT 8.70 MI (14.00 KM)  SOUTH-SOUTHEAST OF CLANTON.
 CN3281'TO REACH THE STATION FROM THE CENTER OF EXIT 200 ON I-65, DRIVE
 CN3281'SOUTHWEST ON CHILTON COUNTY ROAD NO. 59 FOR 2.40 MI (3.86 KM)  TO THE
 CN3281'STATION ON THE RIGHT.
 CN3281'THE STATION IS 35.4 FT (10.8 M)  NORTH-NORTHWEST OF THE CENTER OF
 CN3281'CHILTON COUNTY ROAD NO. 59, 13.3 FT (4.1 M) SOUTH-SOUTHEAST OF A
 CN3281'1-INCH PINE TREE WITH A HACK MARK AND PAINTED ORANGE, 2.0 FT (0.6 M)
 CN3281'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3281'GROUND.
 CN3281'STATION 11-21 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3282 ***********************************************************************
 CN3282  DESIGNATION -  11 21
 CN3282  PID         -  CN3282
 CN3282  STATE/COUNTY-  AL/CHILTON
 CN3282  USGS QUAD   -  WHITE CITY (1987)
 CN3282
 CN3282                         *CURRENT SURVEY CONTROL
 CN3282  ___________________________________________________________________
 CN3282* NAD 83(1992)-  32 43 25.77497(N)    086 34 17.75677(W)     ADJUSTED  
 CN3282* NAVD 88     -       208.6    (meters)     684.     (feet)  GPS OBS   
 CN3282  ___________________________________________________________________
 CN3282  X           -     321,206.845 (meters)                     COMP
 CN3282  Y           -  -5,361,632.789 (meters)                     COMP
 CN3282  Z           -   3,428,328.932 (meters)                     COMP
 CN3282  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CN3282  ELLIP HEIGHT-         180.12  (meters)          (07/29/02) GPS OBS
 CN3282  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CN3282
 CN3282  HORZ ORDER  -  FIRST
 CN3282  ELLP ORDER  -  FOURTH    CLASS I
 CN3282
 CN3282.The horizontal coordinates were established by GPS observations
 CN3282.and adjusted by the National Geodetic Survey in September 1993..
 CN3282
 CN3282.The orthometric height was determined by GPS observations and a
 CN3282.high-resolution geoid model.
 CN3282
 CN3282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3282
 CN3282.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3282
 CN3282.The ellipsoidal height was determined by GPS observations
 CN3282.and is referenced to NAD 83.
 CN3282
 CN3282.The geoid height was determined by GEOID03.
 CN3282
 CN3282;                    North         East     Units Scale Factor Converg.
 CN3282;SPC AL W     -   302,367.483   687,027.136   MT  1.00002669   +0 30 06.9
 CN3282;UTM  16      - 3,620,752.119   540,143.797   MT  0.99961987   +0 13 53.7
 CN3282
 CN3282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3282!SPC AL W     -   0.99997172  x   1.00002669  =   0.99999841
 CN3282!UTM  16      -   0.99997172  x   0.99961987  =   0.99959160
 CN3282
 CN3282:                Primary Azimuth Mark                     Grid Az
 CN3282:SPC AL W     -  11 20                                    244 11 19.7
 CN3282:UTM  16      -  11 20                                    244 27 32.9
 CN3282
 CN3282|---------------------------------------------------------------------|
 CN3282| PID    Reference Object                     Distance      Geod. Az  |
 CN3282|                                                           dddmmss.s |
 CN3282| CN3281 11 20                               468.337 METERS 2444126.6 |
 CN3282|---------------------------------------------------------------------|
 CN3282
 CN3282                          SUPERSEDED SURVEY CONTROL
 CN3282
 CN3282  ELLIP H (09/27/93)  180.16   (m)                       GP(       ) 4 1
 CN3282
 CN3282.Superseded values are not recommended for survey control.
 CN3282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3282.See file dsdata.txt to determine how the superseded data were derived.
 CN3282
 CN3282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4014420752(NAD 83)
 CN3282_MARKER: DD = SURVEY DISK
 CN3282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3282_SP_SET: CONCRETE POST
 CN3282_STAMPING: 11-21 1992
 CN3282_MARK LOGO: ALHD  
 CN3282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3282+STABILITY: SURFACE MOTION
 CN3282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3282+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3282
 CN3282  HISTORY     - Date     Condition        Report By
 CN3282  HISTORY     - 1992     MONUMENTED       ALHD
 CN3282
 CN3282                          STATION DESCRIPTION
 CN3282
 CN3282'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3282'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3282'CHILTON COUNTY ROAD NO. 59, ABOUT 4.10 MI (6.60 KM)  SOUTHWEST OF
 CN3282'VERBENA AND ABOUT 8.75 MI (14.08 KM)  SOUTH-SOUTHEAST OF CLANTON.
 CN3282'TO REACH THE STATION FROM THE CENTER OF EXIT 200 ON I-65, DRIVE
 CN3282'SOUTHWEST ON CHILTON COUNTY ROAD NO. 59 FOR 2.10 MI (3.38 KM)  TO THE
 CN3282'STATION ON THE LEFT.
 CN3282'THE STATION IS 35.0 FT (10.7 M)  SOUTH-SOUTHEAST OF THE CENTER OF
 CN3282'CHILTON COUNTY ROAD NO. 59, 1.7 FT (0.5 M)  WEST OF A CARSONITE
 CN3282'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3282'STATION 11-20 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3283 ***********************************************************************
 CN3283  DESIGNATION -  11 22
 CN3283  PID         -  CN3283
 CN3283  STATE/COUNTY-  AL/CHILTON
 CN3283  USGS QUAD   -  MARBURY (1987)
 CN3283
 CN3283                         *CURRENT SURVEY CONTROL
 CN3283  ___________________________________________________________________
 CN3283* NAD 83(1992)-  32 43 31.99388(N)    086 28 27.00566(W)     ADJUSTED  
 CN3283* NAVD 88     -       132.3    (meters)     434.     (feet)  GPS OBS   
 CN3283  ___________________________________________________________________
 CN3283  X           -     330,313.456 (meters)                     COMP
 CN3283  Y           -  -5,360,911.354 (meters)                     COMP
 CN3283  Z           -   3,428,448.835 (meters)                     COMP
 CN3283  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 CN3283  ELLIP HEIGHT-         103.78  (meters)          (07/29/02) GPS OBS
 CN3283  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CN3283
 CN3283  HORZ ORDER  -  FIRST
 CN3283  ELLP ORDER  -  FOURTH    CLASS I
 CN3283
 CN3283.The horizontal coordinates were established by GPS observations
 CN3283.and adjusted by the National Geodetic Survey in September 1993..
 CN3283
 CN3283.The orthometric height was determined by GPS observations and a
 CN3283.high-resolution geoid model.
 CN3283
 CN3283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3283
 CN3283.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3283
 CN3283.The ellipsoidal height was determined by GPS observations
 CN3283.and is referenced to NAD 83.
 CN3283
 CN3283.The geoid height was determined by GEOID03.
 CN3283
 CN3283;                    North         East     Units Scale Factor Converg.
 CN3283;SPC AL W     -   302,643.270   696,158.717   MT  1.00004731   +0 33 16.6
 CN3283;UTM  16      - 3,620,984.723   549,272.815   MT  0.99962994   +0 17 03.4
 CN3283
 CN3283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3283!SPC AL W     -   0.99998371  x   1.00004731  =   1.00003102
 CN3283!UTM  16      -   0.99998371  x   0.99962994  =   0.99961365
 CN3283
 CN3283:                Primary Azimuth Mark                     Grid Az
 CN3283:SPC AL W     -  11 23                                    089 35 36.2
 CN3283:UTM  16      -  11 23                                    089 51 49.4
 CN3283
 CN3283|---------------------------------------------------------------------|
 CN3283| PID    Reference Object                     Distance      Geod. Az  |
 CN3283|                                                           dddmmss.s |
 CN3283| CN3284 11 23                               495.080 METERS 0900852.8 |
 CN3283|---------------------------------------------------------------------|
 CN3283
 CN3283                          SUPERSEDED SURVEY CONTROL
 CN3283
 CN3283  ELLIP H (09/27/93)  103.81   (m)                       GP(       ) 4 1
 CN3283
 CN3283.Superseded values are not recommended for survey control.
 CN3283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3283.See file dsdata.txt to determine how the superseded data were derived.
 CN3283
 CN3283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4927320985(NAD 83)
 CN3283_MARKER: DD = SURVEY DISK
 CN3283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3283_SP_SET: CONCRETE POST
 CN3283_STAMPING: 11-22 1992
 CN3283_MARK LOGO: ALHD  
 CN3283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3283+STABILITY: SURFACE MOTION
 CN3283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3283+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 CN3283
 CN3283  HISTORY     - Date     Condition        Report By
 CN3283  HISTORY     - 1992     MONUMENTED       ALHD
 CN3283  HISTORY     - 20050829 GOOD             ALDOT
 CN3283
 CN3283                          STATION DESCRIPTION
 CN3283
 CN3283'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3283'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3283'CHILTON COUNTY ROAD NO. 23, ABOUT 3.10 MI (4.99 KM)  SOUTHEAST OF
 CN3283'VERBENA AND ABOUT 14.60 MI (23.50 KM)  EAST-NORTHEAST OF BILLINGSLEY.
 CN3283'TO REACH THE STATION FROM THE CENTER OF EXIT 205 ON I-65 (MILE POST
 CN3283'218.05 ON U.S. 31) IN CLANTON, DRIVE SOUTH ON U.S. 31 FOR 7.90 MI
 CN3283'(12.71 KM)  TO MILE POST 210.15 AND CHILTON COUNTY ROAD NO. 23 ON THE
 CN3283'LEFT, TURN LEFT ON CHILTON COUNTY ROAD NO. 23 AND DRIVE EAST FOR 0.60
 CN3283'MI (0.97 KM)  TO THE STATION ON THE RIGHT.
 CN3283'THE STATION IS 10.5 FT (3.2 M)  NORTH OF A FIVE STRAND BARBED WIRE
 CN3283'FENCE ON SPLIT CROSS TIE POSTS, 33.0 FT (10.1 M)  SOUTH OF THE CENTER
 CN3283'OF CHILTON COUNTY ROAD NO. 23, 68.0 FT (20.7 M)  EAST-NORTHEAST OF A
 CN3283'BRACED FENCE JUNCTION POST, 10.3 FT (3.1 M)  NORTH OF A CARSONITE
 CN3283'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3283'STATION 11-23 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3283
 CN3283                          STATION RECOVERY (2005)
 CN3283
 CN3283'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3283'REPLACED CARSONITE WITNESS POST WITH A METAL WITNESS POST IN SAME
 CN3283'LOCATION, REST OF DESCRIPTION OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3284 ***********************************************************************
 CN3284  DESIGNATION -  11 23
 CN3284  PID         -  CN3284
 CN3284  STATE/COUNTY-  AL/CHILTON
 CN3284  USGS QUAD   -  MARBURY (1987)
 CN3284
 CN3284                         *CURRENT SURVEY CONTROL
 CN3284  ___________________________________________________________________
 CN3284* NAD 83(1992)-  32 43 31.95197(N)    086 28 07.99294(W)     ADJUSTED  
 CN3284* NAVD 88     -       135.8    (meters)     446.     (feet)  GPS OBS   
 CN3284  ___________________________________________________________________
 CN3284  X           -     330,807.827 (meters)                     COMP
 CN3284  Y           -  -5,360,884.503 (meters)                     COMP
 CN3284  Z           -   3,428,449.630 (meters)                     COMP
 CN3284  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 CN3284  ELLIP HEIGHT-         107.26  (meters)          (07/29/02) GPS OBS
 CN3284  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CN3284
 CN3284  HORZ ORDER  -  FIRST
 CN3284  ELLP ORDER  -  FOURTH    CLASS I
 CN3284
 CN3284.The horizontal coordinates were established by GPS observations
 CN3284.and adjusted by the National Geodetic Survey in September 1993..
 CN3284
 CN3284.The orthometric height was determined by GPS observations and a
 CN3284.high-resolution geoid model.
 CN3284
 CN3284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3284
 CN3284.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3284
 CN3284.The ellipsoidal height was determined by GPS observations
 CN3284.and is referenced to NAD 83.
 CN3284
 CN3284.The geoid height was determined by GEOID03.
 CN3284
 CN3284;                    North         East     Units Scale Factor Converg.
 CN3284;SPC AL W     -   302,646.784   696,653.808   MT  1.00004849   +0 33 26.9
 CN3284;UTM  16      - 3,620,985.900   549,767.710   MT  0.99963054   +0 17 13.7
 CN3284
 CN3284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3284!SPC AL W     -   0.99998316  x   1.00004849  =   1.00003165
 CN3284!UTM  16      -   0.99998316  x   0.99963054  =   0.99961371
 CN3284
 CN3284:                Primary Azimuth Mark                     Grid Az
 CN3284:SPC AL W     -  11 22                                    269 35 36.1
 CN3284:UTM  16      -  11 22                                    269 51 49.3
 CN3284
 CN3284|---------------------------------------------------------------------|
 CN3284| PID    Reference Object                     Distance      Geod. Az  |
 CN3284|                                                           dddmmss.s |
 CN3284| CN3283 11 22                               495.080 METERS 2700903.0 |
 CN3284|---------------------------------------------------------------------|
 CN3284
 CN3284                          SUPERSEDED SURVEY CONTROL
 CN3284
 CN3284  ELLIP H (09/27/93)  107.29   (m)                       GP(       ) 4 1
 CN3284
 CN3284.Superseded values are not recommended for survey control.
 CN3284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3284.See file dsdata.txt to determine how the superseded data were derived.
 CN3284
 CN3284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4976820986(NAD 83)
 CN3284_MARKER: DD = SURVEY DISK
 CN3284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3284_SP_SET: CONCRETE POST
 CN3284_STAMPING: 11-23 1992
 CN3284_MARK LOGO: ALHD  
 CN3284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3284+STABILITY: SURFACE MOTION
 CN3284_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN3284+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 CN3284
 CN3284  HISTORY     - Date     Condition        Report By
 CN3284  HISTORY     - 1992     MONUMENTED       ALHD
 CN3284  HISTORY     - 20050829 GOOD             ALDOT
 CN3284
 CN3284                          STATION DESCRIPTION
 CN3284
 CN3284'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3284'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3284'CHILTON COUNTY ROAD NO. 23, ABOUT 3.30 MI (5.31 KM)  SOUTHEAST OF
 CN3284'VERBENA AND ABOUT 14.90 MI (23.98 KM)  EAST-NORTHEAST OF BILLINGSLEY.
 CN3284'TO REACH THE STATION FROM THE CENTER OF EXIT 205 ON I-65 (MILE POST
 CN3284'218.05 ON U.S. 31) IN CLANTON, DRIVE SOUTH ON U.S. 31 FOR 7.90 MI
 CN3284'(12.71 KM)  TO MILE POST 210.15 AND CHILTON COUNTY ROAD NO. 23 ON THE
 CN3284'LEFT, TURN LEFT ON CHILTON COUNTY ROAD NO. 23 AND DRIVE EAST FOR 0.90
 CN3284'MI (1.45 KM)  TO THE STATION ON THE RIGHT.
 CN3284'THE STATION IS 3.7 FT (1.1 M)  NORTH OF A FIVE STRAND BARBED WIRE
 CN3284'FENCE ON STEEL POSTS, 25.7 FT (7.8 M)  EAST OF TELEPHONE CABLE
 CN3284'PEDESTAL NO. 132 W10, 25.8 FT (7.9 M)  EAST-NORTHEAST OF THE
 CN3284'NORTHWEST CORNER OF THE FENCE, 29.9 FT (9.1 M)  EAST OF A JUNCTION
 CN3284'POWER POLE, 30.5 FT (9.3 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 132
 CN3284'W10 1, 43.0 FT (13.1 M)  SOUTH OF THE CENTER OF CHILTON COUNTY ROAD
 CN3284'NO. 23, 45.0 FT (13.7 M)  EAST OF THE CENTER OF A PAVED COUNTY ROAD
 CN3284'LEADING SOUTH, 3.6 FT (1.1 M)  NORTH OF A CARSONITE WITNESS POST, AND
 CN3284'SET FLUSH WITH THE GROUND.
 CN3284'STATION 11-22 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3284
 CN3284                          STATION RECOVERY (2005)
 CN3284
 CN3284'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3285 ***********************************************************************
 CN3285  DESIGNATION -  11 24
 CN3285  PID         -  CN3285
 CN3285  STATE/COUNTY-  AL/CHILTON
 CN3285  USGS QUAD   -  CLANTON EAST (1983)
 CN3285
 CN3285                         *CURRENT SURVEY CONTROL
 CN3285  ___________________________________________________________________
 CN3285* NAD 83(1992)-  32 46 56.11849(N)    086 33 21.39292(W)     ADJUSTED  
 CN3285* NAVD 88     -       147.6    (meters)     484.     (feet)  GPS OBS   
 CN3285  ___________________________________________________________________
 CN3285  X           -     322,458.258 (meters)                     COMP
 CN3285  Y           -  -5,357,994.085 (meters)                     COMP
 CN3285  Z           -   3,433,745.533 (meters)                     COMP
 CN3285  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CN3285  ELLIP HEIGHT-         119.00  (meters)          (07/29/02) GPS OBS
 CN3285  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CN3285
 CN3285  HORZ ORDER  -  FIRST
 CN3285  ELLP ORDER  -  FOURTH    CLASS I
 CN3285
 CN3285.The horizontal coordinates were established by GPS observations
 CN3285.and adjusted by the National Geodetic Survey in September 1993..
 CN3285
 CN3285.The orthometric height was determined by GPS observations and a
 CN3285.high-resolution geoid model.
 CN3285
 CN3285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3285
 CN3285.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3285
 CN3285.The ellipsoidal height was determined by GPS observations
 CN3285.and is referenced to NAD 83.
 CN3285
 CN3285.The geoid height was determined by GEOID03.
 CN3285
 CN3285;                    North         East     Units Scale Factor Converg.
 CN3285;SPC AL W     -   308,860.137   688,437.056   MT  1.00002974   +0 30 40.3
 CN3285;UTM  16      - 3,627,235.400   541,583.771   MT  0.99962132   +0 14 25.6
 CN3285
 CN3285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3285!SPC AL W     -   0.99998132  x   1.00002974  =   1.00001106
 CN3285!UTM  16      -   0.99998132  x   0.99962132  =   0.99960264
 CN3285
 CN3285                          SUPERSEDED SURVEY CONTROL
 CN3285
 CN3285  ELLIP H (09/27/93)  119.04   (m)                       GP(       ) 4 1
 CN3285
 CN3285.Superseded values are not recommended for survey control.
 CN3285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3285.See file dsdata.txt to determine how the superseded data were derived.
 CN3285
 CN3285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4158427235(NAD 83)
 CN3285_MARKER: DD = SURVEY DISK
 CN3285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3285_SP_SET: CONCRETE POST
 CN3285_STAMPING: 11-24 1992
 CN3285_MARK LOGO: ALHD  
 CN3285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3285+STABILITY: SURFACE MOTION
 CN3285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3285+SATELLITE: SATELLITE OBSERVATIONS - August 29, 2005
 CN3285
 CN3285  HISTORY     - Date     Condition        Report By
 CN3285  HISTORY     - 1992     MONUMENTED       ALHD
 CN3285  HISTORY     - 20050829 GOOD             ALDOT
 CN3285
 CN3285                          STATION DESCRIPTION
 CN3285
 CN3285'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3285'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3285'OF U.S. 31 AND ALA 22, ABOUT 2.90 MI (4.67 KM)  NORTHWEST OF VERBENA
 CN3285'AND ABOUT 6.00 MI (9.66 KM)  SOUTHEAST OF CLANTON.
 CN3285'TO REACH THE STATION FROM THE CENTER OF EXIT 205 ON I-65 (MILE POST
 CN3285'218.05 ON U.S. 31 AND ALA 22) IN CLANTON, DRIVE SOUTH ON U.S. 31 AND
 CN3285'ALA 22 FOR 2.05 MI (3.30 KM)  TO MILE POST 216.00 AND THE STATION ON
 CN3285'THE RIGHT.
 CN3285'THE STATION IS 59.0 FT (18.0 M)  SOUTHWEST OF THE CENTERLINE OF U.S.
 CN3285'31 AND ALA 22, 84.0 FT (25.6 M)  SOUTHEAST OF A POWER POLE, 118.8 FT
 CN3285'(36.2 M)  WEST OF MILE POST 216, 1.7 FT (0.5 M)  NORTHEAST OF A
 CN3285'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3285'STATION 11-25 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3285
 CN3285                          STATION RECOVERY (2005)
 CN3285
 CN3285'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3285'THE POWER POLE REFERENCE TO IS GONE, MARK IS 84.7 FEET SOUTHEAST OF A
 CN3285'CONCRETE POWER POLE NO. 26, 2.0 FEET NORTHEAST OF A METAL WITNESS
 CN3285'POST, MARK IS LOCATED AT MILEPOST 215.45 ON HIGHWAY 31
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3286 ***********************************************************************
 CN3286  DESIGNATION -  11 25
 CN3286  PID         -  CN3286
 CN3286  STATE/COUNTY-  AL/CHILTON
 CN3286  USGS QUAD   -  CLANTON EAST (1983)
 CN3286
 CN3286                         *CURRENT SURVEY CONTROL
 CN3286  ___________________________________________________________________
 CN3286* NAD 83(1992)-  32 47 11.30069(N)    086 33 36.31574(W)     ADJUSTED  
 CN3286* NAVD 88     -       158.1    (meters)     519.     (feet)  GPS OBS   
 CN3286  ___________________________________________________________________
 CN3286  X           -     322,055.952 (meters)                     COMP
 CN3286  Y           -  -5,357,773.414 (meters)                     COMP
 CN3286  Z           -   3,434,144.427 (meters)                     COMP
 CN3286  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 CN3286  ELLIP HEIGHT-         129.50  (meters)          (07/29/02) GPS OBS
 CN3286  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CN3286
 CN3286  HORZ ORDER  -  FIRST
 CN3286  ELLP ORDER  -  FOURTH    CLASS I
 CN3286
 CN3286.The horizontal coordinates were established by GPS observations
 CN3286.and adjusted by the National Geodetic Survey in September 1993..
 CN3286
 CN3286.The orthometric height was determined by GPS observations and a
 CN3286.high-resolution geoid model.
 CN3286
 CN3286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3286
 CN3286.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3286
 CN3286.The ellipsoidal height was determined by GPS observations
 CN3286.and is referenced to NAD 83.
 CN3286
 CN3286.The geoid height was determined by GEOID03.
 CN3286
 CN3286;                    North         East     Units Scale Factor Converg.
 CN3286;SPC AL W     -   309,324.374   688,044.572   MT  1.00002888   +0 30 32.4
 CN3286;UTM  16      - 3,627,701.296   541,193.644   MT  0.99962092   +0 14 17.6
 CN3286
 CN3286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3286!SPC AL W     -   0.99997967  x   1.00002888  =   1.00000855
 CN3286!UTM  16      -   0.99997967  x   0.99962092  =   0.99960060
 CN3286
 CN3286                          SUPERSEDED SURVEY CONTROL
 CN3286
 CN3286  ELLIP H (09/27/93)  129.54   (m)                       GP(       ) 4 1
 CN3286
 CN3286.Superseded values are not recommended for survey control.
 CN3286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3286.See file dsdata.txt to determine how the superseded data were derived.
 CN3286
 CN3286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4119427701(NAD 83)
 CN3286_MARKER: DD = SURVEY DISK
 CN3286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3286_SP_SET: CONCRETE POST
 CN3286_STAMPING: 11-25 1992
 CN3286_MARK LOGO: ALHD  
 CN3286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3286+STABILITY: SURFACE MOTION
 CN3286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3286+SATELLITE: SATELLITE OBSERVATIONS - August 30, 2005
 CN3286
 CN3286  HISTORY     - Date     Condition        Report By
 CN3286  HISTORY     - 1992     MONUMENTED       ALHD
 CN3286  HISTORY     - 20050830 GOOD             ALDOT
 CN3286
 CN3286                          STATION DESCRIPTION
 CN3286
 CN3286'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3286'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3286'OF U.S. 31 AND ALA 22, ABOUT 3.30 MI (5.31 KM)  NORTHWEST OF VERBENA
 CN3286'AND ABOUT 5.60 MI (9.01 KM)  SOUTHEAST OF CLANTON.
 CN3286'TO REACH THE STATION FROM THE CENTER OF EXIT 205 ON I-65 (MILE POST
 CN3286'218.05 ON U.S. 31 AND ALA 22) IN CLANTON, DRIVE SOUTH ON U.S. 31 AND
 CN3286'ALA 22 FOR 1.65 MI (2.66 KM)  TO MILE POST 216.40 AND THE STATION ON
 CN3286'THE RIGHT.
 CN3286'THE STATION IS 48.4 FT (14.8 M)  SOUTHWEST OF THE CENTERLINE OF U.S.
 CN3286'31 AND ALA 22, 113.5 FT (34.6 M)  SOUTH-SOUTHEAST OF A POWER POLE,
 CN3286'2.1 FT (0.6 M)  NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3286'WITH THE GROUND.
 CN3286'STATION 11-24 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3286
 CN3286                          STATION RECOVERY (2005)
 CN3286
 CN3286'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3286'REPLACED CARSONITE WITNESS POST WITH A METAL WITNESS POST IN SAME
 CN3286'LOCATION, THE POWER POLE IN THE REFERENCE IS GONE, MARK IS 115.0 FEET
 CN3286'SOUTHEAST OF CONCRETE POWER POLE NO.31
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3287 ***********************************************************************
 CN3287  DESIGNATION -  11 26
 CN3287  PID         -  CN3287
 CN3287  STATE/COUNTY-  AL/CHILTON
 CN3287  USGS QUAD   -  CLANTON WEST (1972)
 CN3287
 CN3287                         *CURRENT SURVEY CONTROL
 CN3287  ___________________________________________________________________
 CN3287* NAD 83(1992)-  32 46 03.27401(N)    086 37 44.09113(W)     ADJUSTED  
 CN3287* NAVD 88     -       219.4    (meters)     720.     (feet)  GPS OBS   
 CN3287  ___________________________________________________________________
 CN3287  X           -     315,689.450 (meters)                     COMP
 CN3287  Y           -  -5,359,340.520 (meters)                     COMP
 CN3287  Z           -   3,432,415.669 (meters)                     COMP
 CN3287  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CN3287  ELLIP HEIGHT-         190.90  (meters)          (07/29/02) GPS OBS
 CN3287  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CN3287
 CN3287  HORZ ORDER  -  FIRST
 CN3287  ELLP ORDER  -  FOURTH    CLASS I
 CN3287
 CN3287.The horizontal coordinates were established by GPS observations
 CN3287.and adjusted by the National Geodetic Survey in September 1993..
 CN3287
 CN3287.The orthometric height was determined by GPS observations and a
 CN3287.high-resolution geoid model.
 CN3287
 CN3287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3287
 CN3287.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3287
 CN3287.The ellipsoidal height was determined by GPS observations
 CN3287.and is referenced to NAD 83.
 CN3287
 CN3287.The geoid height was determined by GEOID03.
 CN3287
 CN3287;                    North         East     Units Scale Factor Converg.
 CN3287;SPC AL W     -   307,173.622   681,614.409   MT  1.00001544   +0 28 17.3
 CN3287;UTM  16      - 3,625,581.807   534,755.995   MT  0.99961489   +0 12 03.0
 CN3287
 CN3287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3287!SPC AL W     -   0.99997003  x   1.00001544  =   0.99998547
 CN3287!UTM  16      -   0.99997003  x   0.99961489  =   0.99958493
 CN3287
 CN3287:                Primary Azimuth Mark                     Grid Az
 CN3287:SPC AL W     -  11 27                                    016 24 38.4
 CN3287:UTM  16      -  11 27                                    016 40 52.7
 CN3287
 CN3287|---------------------------------------------------------------------|
 CN3287| PID    Reference Object                     Distance      Geod. Az  |
 CN3287|                                                           dddmmss.s |
 CN3287| CN3288 11 27                               458.749 METERS 0165255.7 |
 CN3287|---------------------------------------------------------------------|
 CN3287
 CN3287                          SUPERSEDED SURVEY CONTROL
 CN3287
 CN3287  ELLIP H (09/27/93)  190.94   (m)                       GP(       ) 4 1
 CN3287
 CN3287.Superseded values are not recommended for survey control.
 CN3287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3287.See file dsdata.txt to determine how the superseded data were derived.
 CN3287
 CN3287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3475625582(NAD 83)
 CN3287_MARKER: DD = SURVEY DISK
 CN3287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3287_SP_SET: CONCRETE POST
 CN3287_STAMPING: 11-26 1992
 CN3287_MARK LOGO: ALHD  
 CN3287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3287+STABILITY: SURFACE MOTION
 CN3287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3287+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3287
 CN3287  HISTORY     - Date     Condition        Report By
 CN3287  HISTORY     - 1992     MONUMENTED       ALHD
 CN3287
 CN3287                          STATION DESCRIPTION
 CN3287
 CN3287'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3287'THE STATION IS LOCATED IN CHILTON COUNTY ON THE WEST RIGHT OF WAY OF
 CN3287'CHILTON COUNTY ROAD NO. 49, ABOUT 4.95 MI (7.97 KM)  SOUTH-SOUTHWEST
 CN3287'OF CLANTON AND ABOUT 6.65 MI (10.70 KM)  WEST-NORTHWEST OF VERBENA.
 CN3287'TO REACH THE STATION FROM THE CENTER OF EXIT 205 ON I-65 (MILE POST
 CN3287'218.05 ON U.S. 31 AND ALA 22) IN CLANTON, DRIVE NORTH ON U.S. 31 AND
 CN3287'ALA 22 (7 TH STREET) FOR 4.10 MI (6.60 KM)  TO MILE POST 222.15 AND 2
 CN3287'ND AVE N LEFT AND RIGHT, TURN LEFT ON 2 ND AVE N AND DRIVE WEST FOR
 CN3287'0.20 MI, CROSSING THE RAILROAD TO 9 TH STREET ON THE RIGHT AND
 CN3287'ENTERPRISE ROAD ON THE LEFT, TURN LEFT ON ENTERPRISE ROAD (CHILTON
 CN3287'COUNTY ROAD NO. 49) AND DRIVE SOUTHEAST AND SOUTH FOR 5.20 MI
 CN3287'(8.37 KM)  TO THE STATION ON THE RIGHT.
 CN3287'THE STATION IS 4.2 FT (1.3 M)  EAST OF A THREE STRAND BARBED WIRE
 CN3287'FENCE ON RED TOP STEEL POSTS, 15.0 FT (4.6 M)  NORTHWEST OF A BRICK
 CN3287'MAIL BOX COLUMN OF JOSEPH J. HEADLEY 1052, 16.2 FT (4.9 M)
 CN3287'NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. P 74, 25.1 FT
 CN3287'(7.7 M)  NORTH OF THE SOUTHEAST CORNER OF THE FENCE, 33.5 FT
 CN3287'(10.2 M)  WEST OF THE CENTERLINE OF CHILTON COUNTY ROAD NO. 49, 42.0
 CN3287'FT (12.8 M)  NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 71.2 FT
 CN3287'(21.7 M)  NORTHEAST OF THE NORTHEAST CORNER OF AN OPEN HAY AND
 CN3287'EQUIPMENT SHED, 85.0 FT (25.9 M)  EAST OF AN OLD STONE AND BRICK
 CN3287'SILO, 105.0 FT (32.0 M)  SOUTH OF A TELEPHONE CABLE PEDESTAL NO. P
 CN3287'72, 4.0 FT (1.2 M)  EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3287'WITH THE GROUND.
 CN3287'STATION 11-27 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3288 ***********************************************************************
 CN3288  DESIGNATION -  11 27
 CN3288  PID         -  CN3288
 CN3288  STATE/COUNTY-  AL/CHILTON
 CN3288  USGS QUAD   -  CLANTON WEST (1972)
 CN3288
 CN3288                         *CURRENT SURVEY CONTROL
 CN3288  ___________________________________________________________________
 CN3288* NAD 83(1992)-  32 46 17.52393(N)    086 37 38.97229(W)     ADJUSTED  
 CN3288* NAVD 88     -       222.6    (meters)     730.     (feet)  GPS OBS   
 CN3288  ___________________________________________________________________
 CN3288  X           -     315,808.632 (meters)                     COMP
 CN3288  Y           -  -5,359,098.173 (meters)                     COMP
 CN3288  Z           -   3,432,786.528 (meters)                     COMP
 CN3288  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CN3288  ELLIP HEIGHT-         194.10  (meters)          (07/29/02) GPS OBS
 CN3288  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN3288
 CN3288  HORZ ORDER  -  FIRST
 CN3288  ELLP ORDER  -  FOURTH    CLASS I
 CN3288
 CN3288.The horizontal coordinates were established by GPS observations
 CN3288.and adjusted by the National Geodetic Survey in September 1993..
 CN3288
 CN3288.The orthometric height was determined by GPS observations and a
 CN3288.high-resolution geoid model.
 CN3288
 CN3288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3288
 CN3288.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3288
 CN3288.The ellipsoidal height was determined by GPS observations
 CN3288.and is referenced to NAD 83.
 CN3288
 CN3288.The geoid height was determined by GEOID03.
 CN3288
 CN3288;                    North         East     Units Scale Factor Converg.
 CN3288;SPC AL W     -   307,613.689   681,744.016   MT  1.00001570   +0 28 20.3
 CN3288;UTM  16      - 3,626,021.081   534,887.627   MT  0.99961501   +0 12 05.9
 CN3288
 CN3288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3288!SPC AL W     -   0.99996953  x   1.00001570  =   0.99998523
 CN3288!UTM  16      -   0.99996953  x   0.99961501  =   0.99958455
 CN3288
 CN3288:                Primary Azimuth Mark                     Grid Az
 CN3288:SPC AL W     -  11 26                                    196 24 38.2
 CN3288:UTM  16      -  11 26                                    196 40 52.6
 CN3288
 CN3288|---------------------------------------------------------------------|
 CN3288| PID    Reference Object                     Distance      Geod. Az  |
 CN3288|                                                           dddmmss.s |
 CN3288| CN3287 11 26                               458.749 METERS 1965258.5 |
 CN3288|---------------------------------------------------------------------|
 CN3288
 CN3288                          SUPERSEDED SURVEY CONTROL
 CN3288
 CN3288  ELLIP H (09/27/93)  194.14   (m)                       GP(       ) 4 1
 CN3288
 CN3288.Superseded values are not recommended for survey control.
 CN3288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3288.See file dsdata.txt to determine how the superseded data were derived.
 CN3288
 CN3288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3488826021(NAD 83)
 CN3288_MARKER: DD = SURVEY DISK
 CN3288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3288_SP_SET: CONCRETE POST
 CN3288_STAMPING: 11-27 1992
 CN3288_MARK LOGO: ALHD  
 CN3288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3288+STABILITY: SURFACE MOTION
 CN3288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3288+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3288
 CN3288  HISTORY     - Date     Condition        Report By
 CN3288  HISTORY     - 1992     MONUMENTED       ALHD
 CN3288
 CN3288                          STATION DESCRIPTION
 CN3288
 CN3288'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3288'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 CN3288'CHILTON COUNTY ROAD NO. 49, ABOUT 4.75 MI (7.64 KM)  SOUTH-SOUTHWEST
 CN3288'OF CLANTON AND ABOUT 6.75 MI (10.86 KM)  WEST-NORTHWEST OF VERBENA.
 CN3288'TO REACH THE STATION FROM THE CENTER OF EXIT 205 ON I-65 (MILE POST
 CN3288'218.05 ON U.S. 31 AND ALA 22) IN CLANTON, DRIVE NORTH ON U.S. 31 AND
 CN3288'ALA 22 (7 TH STREET) FOR 4.10 MI (6.60 KM)  TO MILE POST 222.15 AND 2
 CN3288'ND AVE N LEFT AND RIGHT, TURN LEFT ON 2 ND AVE N AND DRIVE WEST FOR
 CN3288'0.20 MI, CROSSING THE RAILROAD TO 9 TH STREET ON THE RIGHT AND
 CN3288'ENTERPRISE ROAD ON THE LEFT, TURN LEFT ON ENTERPRISE ROAD (CHILTON
 CN3288'COUNTY ROAD NO. 49) AND DRIVE SOUTHEAST AND SOUTH FOR 4.90 MI
 CN3288'(7.89 KM)  TO THE STATION ON THE LEFT.
 CN3288'THE STATION IS 3.2 FT (1.0 M)  WEST OF A SIX STRAND BARBED WIRE FENCE
 CN3288'ON SPLIT CROSS TIE POSTS, 39.6 FT (12.1 M)  EAST OF THE CENTERLINE OF
 CN3288'CHILTON COUNTY ROAD NO. 49, 72.3 FT (22.0 M)  EAST OF TELEPHONE CABLE
 CN3288'PEDESTAL NO. EP 69 ACROSS THE ROAD, 101.0 FT (30.8 M)
 CN3288'SOUTH-SOUTHWEST OF A JUNCTION TRANSFORMER POWER POLE, 128.1 FT
 CN3288'(39.0 M) SOUTH-SOUTHWEST OF A 10 INCH FENCE CORNER POST, 147.0 FT
 CN3288'(44.8 M) SOUTH-SOUTHWEST OF THE CENTER OF A COUNTY GRAVEL ROAD, 2.9
 CN3288'FT (0.9 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3288'WITH THE GROUND.
 CN3288'STATION 11-26 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3289 ***********************************************************************
 CN3289  DESIGNATION -  11 28
 CN3289  PID         -  CN3289
 CN3289  STATE/COUNTY-  AL/CHILTON
 CN3289  USGS QUAD   -  JEMISON EAST (1983)
 CN3289
 CN3289                         *CURRENT SURVEY CONTROL
 CN3289  ___________________________________________________________________
 CN3289* NAD 83(1992)-  32 53 34.16713(N)    086 40 56.63274(W)     ADJUSTED  
 CN3289* NAVD 88     -       186.7    (meters)     613.     (feet)  GPS OBS   
 CN3289  ___________________________________________________________________
 CN3289  X           -     310,249.123 (meters)                     COMP
 CN3289  Y           -  -5,352,087.019 (meters)                     COMP
 CN3289  Z           -   3,444,069.761 (meters)                     COMP
 CN3289  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CN3289  ELLIP HEIGHT-         157.90  (meters)          (07/29/02) GPS OBS
 CN3289  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CN3289
 CN3289  HORZ ORDER  -  FIRST
 CN3289  ELLP ORDER  -  FOURTH    CLASS I
 CN3289
 CN3289.The horizontal coordinates were established by GPS observations
 CN3289.and adjusted by the National Geodetic Survey in September 1993..
 CN3289
 CN3289.The orthometric height was determined by GPS observations and a
 CN3289.high-resolution geoid model.
 CN3289
 CN3289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3289
 CN3289.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3289
 CN3289.The ellipsoidal height was determined by GPS observations
 CN3289.and is referenced to NAD 83.
 CN3289
 CN3289.The geoid height was determined by GEOID03.
 CN3289
 CN3289;                    North         East     Units Scale Factor Converg.
 CN3289;SPC AL W     -   321,023.505   676,495.756   MT  1.00000546   +0 26 38.5
 CN3289;UTM  16      - 3,639,450.238   529,704.939   MT  0.99961088   +0 10 20.9
 CN3289
 CN3289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3289!SPC AL W     -   0.99997521  x   1.00000546  =   0.99998067
 CN3289!UTM  16      -   0.99997521  x   0.99961088  =   0.99958610
 CN3289
 CN3289                          SUPERSEDED SURVEY CONTROL
 CN3289
 CN3289  ELLIP H (09/27/93)  157.94   (m)                       GP(       ) 4 1
 CN3289
 CN3289.Superseded values are not recommended for survey control.
 CN3289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3289.See file dsdata.txt to determine how the superseded data were derived.
 CN3289
 CN3289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2970539450(NAD 83)
 CN3289_MARKER: DD = SURVEY DISK
 CN3289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3289_SP_SET: CONCRETE POST
 CN3289_STAMPING: 11-28 1992
 CN3289_MARK LOGO: ALHD  
 CN3289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3289+STABILITY: SURFACE MOTION
 CN3289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3289+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3289
 CN3289  HISTORY     - Date     Condition        Report By
 CN3289  HISTORY     - 1992     MONUMENTED       ALHD
 CN3289
 CN3289                          STATION DESCRIPTION
 CN3289
 CN3289'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3289'THE STATION IS LOCATED IN CHILTON COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3289'U.S. 31, ABOUT 2.30 MI (3.70 KM)  SOUTHEAST OF THORSBY AND ABOUT 4.75
 CN3289'MI (7.64 KM)  NORTHWEST OF CLANTON.
 CN3289'TO REACH THE STATION FROM THE CENTER OF EXIT 205 ON I-65 (MILE POST
 CN3289'218.05 ON U.S. 31) IN CLANTON, DRIVE NORTH ON U.S. 31 FOR 9.05 MI,
 CN3289'PASSING THROUGH CLANTON, TO MILE POST 227.10 AND THE STATION ON THE
 CN3289'RIGHT.
 CN3289'THE STATION IS 3.0 FT (0.9 M)  SOUTHEAST OF TELEPHONE CABLE PEDESTAL
 CN3289'NO. T 28, 59.8 FT (18.2 M)  NORTH-NORTHEAST OF THE CENTERLINE OF U.S.
 CN3289'31, 97.3 FT (29.7 M)  NORTHEAST OF POWER POLE NO. 67 ACROSS U.S. 31,
 CN3289'1.8 FT (0.5 M)  SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 CN3289'FLUSH WITH THE GROUND.
 CN3289'STATION 11-29 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3290 ***********************************************************************
 CN3290  DESIGNATION -  11 29
 CN3290  PID         -  CN3290
 CN3290  STATE/COUNTY-  AL/CHILTON
 CN3290  USGS QUAD   -  JEMISON EAST (1983)
 CN3290
 CN3290                         *CURRENT SURVEY CONTROL
 CN3290  ___________________________________________________________________
 CN3290* NAD 83(1992)-  32 53 45.03934(N)    086 41 20.58336(W)     ADJUSTED  
 CN3290* NAVD 88     -       192.4    (meters)     631.     (feet)  GPS OBS   
 CN3290  ___________________________________________________________________
 CN3290  X           -     309,617.433 (meters)                     COMP
 CN3290  Y           -  -5,351,946.245 (meters)                     COMP
 CN3290  Z           -   3,444,354.135 (meters)                     COMP
 CN3290  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CN3290  ELLIP HEIGHT-         163.67  (meters)          (07/29/02) GPS OBS
 CN3290  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CN3290
 CN3290  HORZ ORDER  -  FIRST
 CN3290  ELLP ORDER  -  FOURTH    CLASS I
 CN3290
 CN3290.The horizontal coordinates were established by GPS observations
 CN3290.and adjusted by the National Geodetic Survey in September 1993..
 CN3290
 CN3290.The orthometric height was determined by GPS observations and a
 CN3290.high-resolution geoid model.
 CN3290
 CN3290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3290
 CN3290.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3290
 CN3290.The ellipsoidal height was determined by GPS observations
 CN3290.and is referenced to NAD 83.
 CN3290
 CN3290.The geoid height was determined by GEOID03.
 CN3290
 CN3290;                    North         East     Units Scale Factor Converg.
 CN3290;SPC AL W     -   321,353.625   675,870.706   MT  1.00000429   +0 26 25.7
 CN3290;UTM  16      - 3,639,783.185   529,081.707   MT  0.99961043   +0 10 08.0
 CN3290
 CN3290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3290!SPC AL W     -   0.99997430  x   1.00000429  =   0.99997859
 CN3290!UTM  16      -   0.99997430  x   0.99961043  =   0.99958474
 CN3290
 CN3290                          SUPERSEDED SURVEY CONTROL
 CN3290
 CN3290  ELLIP H (09/27/93)  163.72   (m)                       GP(       ) 4 1
 CN3290
 CN3290.Superseded values are not recommended for survey control.
 CN3290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3290.See file dsdata.txt to determine how the superseded data were derived.
 CN3290
 CN3290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2908239783(NAD 83)
 CN3290_MARKER: DD = SURVEY DISK
 CN3290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3290_SP_SET: CONCRETE POST
 CN3290_STAMPING: 11-29 1992
 CN3290_MARK LOGO: ALHD  
 CN3290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3290+STABILITY: SURFACE MOTION
 CN3290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3290+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3290
 CN3290  HISTORY     - Date     Condition        Report By
 CN3290  HISTORY     - 1992     MONUMENTED       ALHD
 CN3290
 CN3290                          STATION DESCRIPTION
 CN3290
 CN3290'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3290'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3290'U.S. 31, ABOUT 2.00 MI (3.22 KM)  SOUTHEAST OF THORSBY AND ABOUT 5.00
 CN3290'MI (8.05 KM)  NORTHWEST OF CLANTON.
 CN3290'TO REACH THE STATION FROM THE CENTER OF EXIT 205 ON I-65 (MILE POST
 CN3290'218.05 ON U.S. 31) IN CLANTON, DRIVE NORTH ON U.S. 31 FOR 9.50 MI,
 CN3290'PASSING THROUGH CLANTON, TO MILE POST 227.55 AND THE STATION ON THE
 CN3290'LEFT.
 CN3290'THE STATION IS 36.3 FT (11.1 M)  SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CN3290'U.S. 31, 37.3 FT (11.4 M)  NORTH-NORTHEAST OF THE NORTH RAIL OF THE
 CN3290'RAILROAD, 95.8 FT (29.2 M)  SOUTH-SOUTHEAST OF A CHILTON COUNTY 29
 CN3290'DIRECTION SIGN ACROSS U.S. 31, 105.4 FT (32.1 M)  SOUTH OF A U.S. 31
 CN3290'SOUTH SIGN, 193.0 FT (58.8 M)  SOUTHEAST OF THE CENTER OF THE
 CN3290'INTERSECTION OF U.S. 31 AND CHILTON COUNTY ROAD NO. 29 EAST, 194.0 FT
 CN3290'(59.1 M)  WEST-NORTHWEST OF POWER POLE NO. 73, 213.5 FT (65.1 M)
 CN3290'EAST-SOUTHEAST OF POWER POLE NO. 74, 1.8 FT (0.5 M)  NORTHEAST OF A
 CN3290'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3290'STATION 11-28 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3139 ***********************************************************************
 CN3139  DESIGNATION -  11 3
 CN3139  PID         -  CN3139
 CN3139  STATE/COUNTY-  AL/CHILTON
 CN3139  USGS QUAD   -  CLANTON EAST (1983)
 CN3139
 CN3139                         *CURRENT SURVEY CONTROL
 CN3139  ___________________________________________________________________
 CN3139* NAD 83(1992)-  32 51 13.58691(N)    086 32 16.22287(W)     ADJUSTED  
 CN3139* NAVD 88     -       196.9    (meters)     646.     (feet)  VERTCON   
 CN3139  ___________________________________________________________________
 CN3139  X           -     323,894.011 (meters)                     COMP
 CN3139  Y           -  -5,353,642.219 (meters)                     COMP
 CN3139  Z           -   3,440,437.951 (meters)                     COMP
 CN3139  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CN3139  ELLIP HEIGHT-         168.13  (meters)          (07/29/02) GPS OBS
 CN3139  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CN3139
 CN3139  HORZ ORDER  -  FIRST
 CN3139  ELLP ORDER  -  FOURTH    CLASS I
 CN3139
 CN3139.The horizontal coordinates were established by GPS observations
 CN3139.and adjusted by the National Geodetic Survey in December 1992..
 CN3139
 CN3139.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3139.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3139
 CN3139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3139
 CN3139.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3139
 CN3139.The ellipsoidal height was determined by GPS observations
 CN3139.and is referenced to NAD 83.
 CN3139
 CN3139.The geoid height was determined by GEOID03.
 CN3139
 CN3139;                    North         East     Units Scale Factor Converg.
 CN3139;SPC AL W     -   316,806.895   690,060.755   MT  1.00003331   +0 31 19.2
 CN3139;UTM  16      - 3,635,171.139   543,244.361   MT  0.99962306   +0 15 02.6
 CN3139
 CN3139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3139!SPC AL W     -   0.99997360  x   1.00003331  =   1.00000691
 CN3139!UTM  16      -   0.99997360  x   0.99962306  =   0.99959667
 CN3139
 CN3139|---------------------------------------------------------------------|
 CN3139| PID    Reference Object                     Distance      Geod. Az  |
 CN3139|                                                           dddmmss.s |
 CN3139| CN3140 11 4                                388.810 METERS 09348     |
 CN3139|---------------------------------------------------------------------|
 CN3139
 CN3139                          SUPERSEDED SURVEY CONTROL
 CN3139
 CN3139  ELLIP H (12/04/92)  168.17   (m)                       GP(       ) 4 1
 CN3139  NAD 83(1986)-  32 51 13.59516(N)    086 32 16.22715(W) AD(       ) 1
 CN3139  NGVD 29 (12/04/92)  196.9    (m)          646.     (f) GPS OBS        
 CN3139
 CN3139.Superseded values are not recommended for survey control.
 CN3139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3139.See file dsdata.txt to determine how the superseded data were derived.
 CN3139
 CN3139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4324435171(NAD 83)
 CN3139_MARKER: DD = SURVEY DISK
 CN3139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3139_SP_SET: CONCRETE POST
 CN3139_STAMPING: 11-3 1990
 CN3139_MARK LOGO: ALHD  
 CN3139_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3139+STABILITY: SURFACE MOTION
 CN3139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3139+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 CN3139
 CN3139  HISTORY     - Date     Condition        Report By
 CN3139  HISTORY     - 1990     MONUMENTED       ALHD
 CN3139  HISTORY     - 19910620 GOOD             ALHD
 CN3139  HISTORY     - 20050901 GOOD             ALDOT
 CN3139
 CN3139                          STATION DESCRIPTION
 CN3139
 CN3139'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3139'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3139'CHILTON CUNTY ROAD NO. 28, ABOUT 5.50 MI (8.85 KM) EAST - NORTHEAST
 CN3139'OF CLANTON, AND ABOUT 11.10 MI (17.86 KM) EAST - SOUTHEAST OF
 CN3139'THORSBY.
 CN3139'TO REACH THE STATION FROM EXIT 208 ON I - 65 IN CLANTON, DRIVE EAST ON
 CN3139'CHILTON COUNTY ROAD NO. 28, 3.80 MI (6.12 KM) TO THE STATION ON THE
 CN3139'RIGHT IN AN OPEN FIELD.
 CN3139'THE STATION IS 35.0 FT (10.7 M) SOUTH - SOUTHWEST OF THE CENTER OF
 CN3139'CHILTON COUNTY ROAD NO. 28, 64.9 FT (19.8 M) WEST OF MAIL BOX NO.
 CN3139'378, 72.9 FT (22.2 M) WEST - NORTHWEST OF THE WEST END OF A 15 INCH
 CN3139'CONCRETE PIPE UNDER A DRIVEWAY, 73.7 FT (22.5 M) WEST - NORTHWEST OF
 CN3139'A WATER METER, WEST - NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY,
 CN3139'2.9 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CN3139'THE GROUND.
 CN3139'STATION 11 - 4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3139
 CN3139                          STATION RECOVERY (1991)
 CN3139
 CN3139'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3139'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3139'CHILTON CUNTY ROAD NO. 28, ABOUT 5.50 MI (8.85 KM) EAST-NORTHEAST OF
 CN3139'CLANTON, AND ABOUT 11.10 MI (17.86 KM) EAST-SOUTHEAST OF THORSBY.
 CN3139'TO REACH THE STATION FROM EXIT 208 ON I-65 IN CLANTON, DRIVE EAST ON
 CN3139'CHILTON COUNTY ROAD NO. 28 FOR 3.80 MI (6.12 KM) TO THE STATION ON
 CN3139'THE RIGHT IN AN OPEN FIELD.
 CN3139'THE STATION IS 35.0 FT (10.7 M) SOUTH-SOUTHWEST OF THE CENTER OF
 CN3139'CHILTON COUNTY ROAD NO. 28, 64.9 FT (19.8 M) WEST OF MAIL BOX NO.
 CN3139'378, 72.9 FT (22.2 M) WEST-NORTHWEST OF THE WEST END OF A 15-INCH
 CN3139'CONCRETE PIPE UNDER A DRIVEWAY, 73.7 FT (22.5 M) WEST-NORTHWEST OF A
 CN3139'WATER METER, WEST-NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.9
 CN3139'FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3139'GROUND.
 CN3139'STATION 11-4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3139
 CN3139                          STATION RECOVERY (2005)
 CN3139
 CN3139'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3139'REPLACED CARSONITE WITNESS POST WITH A METAL WITNESS POST IN SAME
 CN3139'LOCATION, REST OF DESCRIPTION OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3291 ***********************************************************************
 CN3291  DESIGNATION -  11 30
 CN3291  PID         -  CN3291
 CN3291  STATE/COUNTY-  AL/CHILTON
 CN3291  USGS QUAD   -  MITCHELL DAM (1971)
 CN3291
 CN3291                         *CURRENT SURVEY CONTROL
 CN3291  ___________________________________________________________________
 CN3291* NAD 83(1992)-  32 45 59.75989(N)    086 26 48.22928(W)     ADJUSTED  
 CN3291* NAVD 88     -       154.7    (meters)     508.     (feet)  GPS OBS   
 CN3291  ___________________________________________________________________
 CN3291  X           -     332,729.217 (meters)                     COMP
 CN3291  Y           -  -5,358,313.715 (meters)                     COMP
 CN3291  Z           -   3,432,289.561 (meters)                     COMP
 CN3291  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 CN3291  ELLIP HEIGHT-         126.09  (meters)          (07/29/02) GPS OBS
 CN3291  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN3291
 CN3291  HORZ ORDER  -  FIRST
 CN3291  ELLP ORDER  -  FOURTH    CLASS I
 CN3291
 CN3291.The horizontal coordinates were established by GPS observations
 CN3291.and adjusted by the National Geodetic Survey in September 1993..
 CN3291
 CN3291.The orthometric height was determined by GPS observations and a
 CN3291.high-resolution geoid model.
 CN3291
 CN3291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3291
 CN3291.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3291
 CN3291.The ellipsoidal height was determined by GPS observations
 CN3291.and is referenced to NAD 83.
 CN3291
 CN3291.The geoid height was determined by GEOID03.
 CN3291
 CN3291;                    North         East     Units Scale Factor Converg.
 CN3291;SPC AL W     -   307,220.532   698,685.522   MT  1.00005338   +0 34 12.3
 CN3291;SPC AL E     -   251,478.144   142,527.463   MT  1.00000071   -0 19 55.2
 CN3291;UTM  16      - 3,625,548.092   551,820.133   MT  0.99963311   +0 17 58.0
 CN3291
 CN3291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3291!SPC AL W     -   0.99998020  x   1.00005338  =   1.00003358
 CN3291!SPC AL E     -   0.99998020  x   1.00000071  =   0.99998091
 CN3291!UTM  16      -   0.99998020  x   0.99963311  =   0.99961332
 CN3291
 CN3291                          SUPERSEDED SURVEY CONTROL
 CN3291
 CN3291  ELLIP H (09/27/93)  126.12   (m)                       GP(       ) 4 1
 CN3291
 CN3291.Superseded values are not recommended for survey control.
 CN3291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3291.See file dsdata.txt to determine how the superseded data were derived.
 CN3291
 CN3291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5182025548(NAD 83)
 CN3291_MARKER: DD = SURVEY DISK
 CN3291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3291_SP_SET: CONCRETE POST
 CN3291_STAMPING: 11-30 1992
 CN3291_MARK LOGO: ALHD  
 CN3291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3291+STABILITY: SURFACE MOTION
 CN3291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3291+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3291
 CN3291  HISTORY     - Date     Condition        Report By
 CN3291  HISTORY     - 1992     MONUMENTED       ALHD
 CN3291
 CN3291                          STATION DESCRIPTION
 CN3291
 CN3291'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3291'THE STATION IS LOCATED IN CHILTON COUNTY ON PROPERTY OWNED BY MR.
 CN3291'WILLIAM EARL SMITH, ABOUT 3.80 MI (6.12 KM)  EAST-NORTHEAST OF
 CN3291'VERBENA AND ABOUT 11.70 MI (18.83 KM)  SOUTHEAST OF CLANTON.
 CN3291'TO REACH THE STATION FROM THE CENTER OF EXIT 205 ON I-65 (MILE POST
 CN3291'218.05 ON U.S. 31) IN CLANTON, DRIVE SOUTH ON U.S. 31 AND ALA 22 FOR
 CN3291'4.10 MI (6.60 KM)  TO MILE POST 213.95 ON U.S. 31 AND ALA 22 EAST ON
 CN3291'THE LEFT (MILE POST 76.45 ON ALA 22), TURN LEFT ON ALA 22 AND DRIVE
 CN3291'EAST FOR 4.15 MI (6.68 KM)  TO MILE POST 80.60 AND GRAVEL ROAD ON THE
 CN3291'RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTH FOR 0.10 MI
 CN3291'(0.16 KM)  TO A GRAVEL CROSS ROAD AT CORINTH CHURCH, TURN LEFT ON THE
 CN3291'GRAVEL ROAD AND DRIVE SOUTHEAST FOR 0.90 MI (1.45 KM)  TO A WOODS
 CN3291'ROAD ON THE RIGHT, TURN RIGHT ON THE WOODS ROAD AND DRIVE SOUTHEAST
 CN3291'FOR 0.05 MI (0.08 KM)  TO A REVERSE Y-INTERSECTION, BEAR RIGHT AND
 CN3291'DRIVE SOUTH FOR 0.05 MI (0.08 KM)  TO A WOODS ROAD ON THE RIGHT,
 CN3291'CONTINUE SOUTH ON THE MAIN WOODS ROAD FOR 0.30 MI (0.48 KM)  TO A
 CN3291'WOODS ROAD ON THE RIGHT, CONTINUE SOUTH ON THE MAIN WOODS ROAD FOR
 CN3291'0.40 MI (0.64 KM)  TO A Y-INTERSECTION, BEAR RIGHT AND DRIVE
 CN3291'SOUTHWEST FOR 0.05 MI (0.08 KM) TO A WHITE CONCRETE HOUSE ON THE
 CN3291'LEFT, CONTINUE SOUTHWEST ON THE WOODS ROAD FOR 0.40 MI (0.64 KM)  TO
 CN3291'A Y-INTERSECTION AT THE EDGE OF A CLEAR CUT AREA, BEAR LEFT AND DRIVE
 CN3291'WEST, NORTHWEST AND NORTH ALONG THE SOUTH SIDE OF THE CLEAR CUT FOR
 CN3291'0.15 MI (0.24 KM)  TO THE TOP OF A HIGH HILL AND THE STATION.
 CN3291'THE STATION IS LOCATED ON THE NORTH SIDE OF THE TOP OF A HIGH HILL,
 CN3291'2.5 FT (0.8 M)  SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CN3291'THE GROUND.
 CN3291'STATION 11-31 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3292 ***********************************************************************
 CN3292  DESIGNATION -  11 31
 CN3292  PID         -  CN3292
 CN3292  STATE/COUNTY-  AL/CHILTON
 CN3292  USGS QUAD   -  MITCHELL DAM (1971)
 CN3292
 CN3292                         *CURRENT SURVEY CONTROL
 CN3292  ___________________________________________________________________
 CN3292* NAD 83(1992)-  32 46 34.25608(N)    086 26 42.89896(W)     ADJUSTED  
 CN3292* NAVD 88     -       176.6    (meters)     579.     (feet)  GPS OBS   
 CN3292  ___________________________________________________________________
 CN3292  X           -     332,833.159 (meters)                     COMP
 CN3292  Y           -  -5,357,749.297 (meters)                     COMP
 CN3292  Z           -   3,433,194.924 (meters)                     COMP
 CN3292  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CN3292  ELLIP HEIGHT-         147.90  (meters)          (07/29/02) GPS OBS
 CN3292  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN3292
 CN3292  HORZ ORDER  -  FIRST
 CN3292  ELLP ORDER  -  FOURTH    CLASS I
 CN3292
 CN3292.The horizontal coordinates were established by GPS observations
 CN3292.and adjusted by the National Geodetic Survey in September 1993..
 CN3292
 CN3292.The orthometric height was determined by GPS observations and a
 CN3292.high-resolution geoid model.
 CN3292
 CN3292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3292
 CN3292.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3292
 CN3292.The ellipsoidal height was determined by GPS observations
 CN3292.and is referenced to NAD 83.
 CN3292
 CN3292.The geoid height was determined by GEOID03.
 CN3292
 CN3292;                    North         East     Units Scale Factor Converg.
 CN3292;SPC AL W     -   308,284.595   698,813.666   MT  1.00005369   +0 34 15.8
 CN3292;SPC AL E     -   252,540.002   142,672.338   MT  1.00000051   -0 19 52.6
 CN3292;UTM  16      - 3,626,611.092   551,953.247   MT  0.99963328   +0 18 01.2
 CN3292
 CN3292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3292!SPC AL W     -   0.99997678  x   1.00005369  =   1.00003047
 CN3292!SPC AL E     -   0.99997678  x   1.00000051  =   0.99997729
 CN3292!UTM  16      -   0.99997678  x   0.99963328  =   0.99961007
 CN3292
 CN3292                          SUPERSEDED SURVEY CONTROL
 CN3292
 CN3292  ELLIP H (09/27/93)  147.93   (m)                       GP(       ) 4 1
 CN3292
 CN3292.Superseded values are not recommended for survey control.
 CN3292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3292.See file dsdata.txt to determine how the superseded data were derived.
 CN3292
 CN3292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5195326611(NAD 83)
 CN3292_MARKER: DD = SURVEY DISK
 CN3292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3292_SP_SET: CONCRETE POST
 CN3292_STAMPING: 11-31 1992
 CN3292_MARK LOGO: ALHD  
 CN3292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3292+STABILITY: SURFACE MOTION
 CN3292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3292+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3292
 CN3292  HISTORY     - Date     Condition        Report By
 CN3292  HISTORY     - 1992     MONUMENTED       ALHD
 CN3292
 CN3292                          STATION DESCRIPTION
 CN3292
 CN3292'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3292'THE STATION IS LOCATED IN CHILTON COUNTY ON PROPERTY OWNED BY MR.
 CN3292'WILLIAM EARL SMITH, ABOUT 4.00 MI (6.44 KM)  EAST-NORTHEAST OF
 CN3292'VERBENA AND ABOUT 11.55 MI (18.59 KM)  SOUTHEAST OF CLANTON.
 CN3292'TO REACH THE STATION FROM THE CENTER OF EXIT 205 ON I-65 (MILE POST
 CN3292'218.05 ON U.S. 31) IN CLANTON, DRIVE SOUTH ON U.S. 31 AND ALA 22 FOR
 CN3292'4.10 MI (6.60 KM)  TO MILE POST 213.95 ON U.S. 31 AND ALA 22 EAST ON
 CN3292'THE LEFT (MILE POST 76.45 ON ALA 22), TURN LEFT ON ALA 22 AND DRIVE
 CN3292'EAST FOR 4.15 MI (6.68 KM)  TO MILE POST 80.60 AND GRAVEL ROAD ON THE
 CN3292'RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTH FOR 0.10 MI
 CN3292'(0.16 KM)  TO A GRAVEL CROSS ROAD AT CORINTH CHURCH, TURN LEFT ON THE
 CN3292'GRAVEL ROAD AND DRIVE SOUTHEAST FOR 0.90 MI (1.45 KM)  TO A WOODS
 CN3292'ROAD ON THE RIGHT, TURN RIGHT ON THE WOODS ROAD AND DRIVE SOUTHEAST
 CN3292'FOR 0.05 MI (0.08 KM)  TO A REVERSE Y-INTERSECTION, BEAR RIGHT AND
 CN3292'DRIVE SOUTH FOR 0.05 MI (0.08 KM)  TO A WOODS ROAD AND A GATE ON THE
 CN3292'RIGHT, TURN RIGHT ON THE WOODS ROAD, PASS THROUGH THE GATE, AND DRIVE
 CN3292'WEST FOR 0.05 MI (0.08 KM)  TO THE STATION ON THE LEFT.
 CN3292'THE STATION IS 90.0 FT (27.4 M)  SOUTH OF THE CENTER OF THE WOODS
 CN3292'ROAD, 2.0 FT (0.6 M)  NORTH OF A CARSONITE WITNESS POST, AND SET
 CN3292'FLUSH WITH THE GROUND.
 CN3292'STATION 11-30 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3293 ***********************************************************************
 CN3293  DESIGNATION -  11 32
 CN3293  PID         -  CN3293
 CN3293  STATE/COUNTY-  AL/CHILTON
 CN3293  USGS QUAD   -  LAY DAM (1981)
 CN3293
 CN3293                         *CURRENT SURVEY CONTROL
 CN3293  ___________________________________________________________________
 CN3293* NAD 83(1992)-  32 55 30.80387(N)    086 36 50.74230(W)     ADJUSTED  
 CN3293* NAVD 88     -       174.9    (meters)     574.     (feet)  GPS OBS   
 CN3293  ___________________________________________________________________
 CN3293  X           -     316,513.294 (meters)                     COMP
 CN3293  Y           -  -5,349,754.637 (meters)                     COMP
 CN3293  Z           -   3,447,079.985 (meters)                     COMP
 CN3293  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 CN3293  ELLIP HEIGHT-         146.08  (meters)          (07/29/02) GPS OBS
 CN3293  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CN3293
 CN3293  HORZ ORDER  -  FIRST
 CN3293  ELLP ORDER  -  FOURTH    CLASS I
 CN3293
 CN3293.The horizontal coordinates were established by GPS observations
 CN3293.and adjusted by the National Geodetic Survey in September 1993..
 CN3293
 CN3293.The orthometric height was determined by GPS observations and a
 CN3293.high-resolution geoid model.
 CN3293
 CN3293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3293
 CN3293.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3293
 CN3293.The ellipsoidal height was determined by GPS observations
 CN3293.and is referenced to NAD 83.
 CN3293
 CN3293.The geoid height was determined by GEOID03.
 CN3293
 CN3293;                    North         East     Units Scale Factor Converg.
 CN3293;SPC AL W     -   324,668.192   682,856.267   MT  1.00001795   +0 28 53.6
 CN3293;UTM  16      - 3,643,063.285   536,080.121   MT  0.99961605   +0 12 35.1
 CN3293
 CN3293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3293!SPC AL W     -   0.99997707  x   1.00001795  =   0.99999502
 CN3293!UTM  16      -   0.99997707  x   0.99961605  =   0.99959312
 CN3293
 CN3293                          SUPERSEDED SURVEY CONTROL
 CN3293
 CN3293  ELLIP H (09/27/93)  146.12   (m)                       GP(       ) 4 1
 CN3293
 CN3293.Superseded values are not recommended for survey control.
 CN3293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3293.See file dsdata.txt to determine how the superseded data were derived.
 CN3293
 CN3293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3608043063(NAD 83)
 CN3293_MARKER: DD = SURVEY DISK
 CN3293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3293_SP_SET: CONCRETE POST
 CN3293_STAMPING: 11-32 1992
 CN3293_MARK LOGO: ALHD  
 CN3293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3293+STABILITY: SURFACE MOTION
 CN3293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3293+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3293
 CN3293  HISTORY     - Date     Condition        Report By
 CN3293  HISTORY     - 1992     MONUMENTED       ALHD
 CN3293
 CN3293                          STATION DESCRIPTION
 CN3293
 CN3293'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3293'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 CN3293'ALA 145, ABOUT 5.75 MI (9.25 KM)  NORTH-NORTHEAST OF CLANTON AND
 CN3293'ABOUT 5.85 MI (9.41 KM)  EAST OF THORSBY.
 CN3293'TO REACH THE STATION FROM THE CENTER OF EXIT 212 ON I-65 (MILE POST
 CN3293'3.75 ON ALA 145), DRIVE NORTH ON ALA 145 FOR 2.90 MI (4.67 KM)  TO
 CN3293'MILE POST 6.65 AND THE STATION ON THE RIGHT.
 CN3293'THE STATION IS 49.0 FT (14.9 M)  NORTH OF THE CENTER OF A GRAVEL
 CN3293'DRIVEWAY LEADING EAST TO THE BACK OF A CONCRETE BLOCK SHOP, 51.2 FT
 CN3293'(15.6 M)  EAST OF THE CENTERLINE OF ALA 145, 79.5 FT (24.2 M)  NORTH
 CN3293'OF A BARRIER LINE MARKER SIGN, 120.0 FT (36.6 M)  EAST-NORTHEAST OF
 CN3293'TELEPHONE CABLE PEDESTAL NO. LD 62 W 32 ACROSS ALA 145, 147.2 FT
 CN3293'(44.9 M)  NORTHEAST OF A CONCRETE WATER LINE MARKER ACROSS ALA 145,
 CN3293'149.7 FT (45.6 M)  SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. LD 62 W
 CN3293'33 ACROSS ALA 145, 1.7 FT (0.5 M)  SOUTHWEST OF A CARSONITE WITNESS
 CN3293'POST, AND SET FLUSH WITH THE GROUND.
 CN3293'STATION 11-33 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3294 ***********************************************************************
 CN3294  DESIGNATION -  11 33
 CN3294  PID         -  CN3294
 CN3294  STATE/COUNTY-  AL/CHILTON
 CN3294  USGS QUAD   -  LAY DAM (1981)
 CN3294
 CN3294                         *CURRENT SURVEY CONTROL
 CN3294  ___________________________________________________________________
 CN3294* NAD 83(1992)-  32 56 09.22411(N)    086 36 57.10876(W)     ADJUSTED  
 CN3294* NAVD 88     -       182.0    (meters)     597.     (feet)  GPS OBS   
 CN3294  ___________________________________________________________________
 CN3294  X           -     316,310.541 (meters)                     COMP
 CN3294  Y           -  -5,349,128.042 (meters)                     COMP
 CN3294  Z           -   3,448,077.297 (meters)                     COMP
 CN3294  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CN3294  ELLIP HEIGHT-         153.19  (meters)          (07/29/02) GPS OBS
 CN3294  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CN3294
 CN3294  HORZ ORDER  -  FIRST
 CN3294  ELLP ORDER  -  FOURTH    CLASS I
 CN3294
 CN3294.The horizontal coordinates were established by GPS observations
 CN3294.and adjusted by the National Geodetic Survey in September 1993..
 CN3294
 CN3294.The orthometric height was determined by GPS observations and a
 CN3294.high-resolution geoid model.
 CN3294
 CN3294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3294
 CN3294.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3294
 CN3294.The ellipsoidal height was determined by GPS observations
 CN3294.and is referenced to NAD 83.
 CN3294
 CN3294.The geoid height was determined by GEOID03.
 CN3294
 CN3294;                    North         East     Units Scale Factor Converg.
 CN3294;SPC AL W     -   325,850.374   682,680.933   MT  1.00001759   +0 28 50.6
 CN3294;UTM  16      - 3,644,245.810   535,910.465   MT  0.99961590   +0 12 31.9
 CN3294
 CN3294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3294!SPC AL W     -   0.99997595  x   1.00001759  =   0.99999354
 CN3294!UTM  16      -   0.99997595  x   0.99961590  =   0.99959186
 CN3294
 CN3294                          SUPERSEDED SURVEY CONTROL
 CN3294
 CN3294  ELLIP H (09/27/93)  153.23   (m)                       GP(       ) 4 1
 CN3294
 CN3294.Superseded values are not recommended for survey control.
 CN3294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3294.See file dsdata.txt to determine how the superseded data were derived.
 CN3294
 CN3294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3591044246(NAD 83)
 CN3294_MARKER: DD = SURVEY DISK
 CN3294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3294_SP_SET: CONCRETE POST
 CN3294_STAMPING: 11-33 1992
 CN3294_MARK LOGO: ALHD  
 CN3294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3294+STABILITY: SURFACE MOTION
 CN3294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3294+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3294
 CN3294  HISTORY     - Date     Condition        Report By
 CN3294  HISTORY     - 1992     MONUMENTED       ALHD
 CN3294
 CN3294                          STATION DESCRIPTION
 CN3294
 CN3294'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3294'THE STATION IS LOCATED IN CHILTON COUNTY ON THE WEST RIGHT OF WAY OF
 CN3294'ALA 145, ABOUT 6.50 MI (10.46 KM)  NORTH-NORTHEAST OF CLANTON AND
 CN3294'ABOUT 5.80 MI (9.33 KM)  EAST OF THORSBY.
 CN3294'TO REACH THE STATION FROM THE CENTER OF EXIT 212 ON I-65 (MILE POST
 CN3294'3.75 ON ALA 145), DRIVE NORTH ON ALA 145 FOR 3.60 MI (5.79 KM)  TO
 CN3294'MILE POST 7.35 AND THE STATION ON THE LEFT.
 CN3294'THE STATION IS 40.0 FT (12.2 M)  NORTH-NORTHEAST OF THE NORTH ONE OF
 CN3294'THREE WHITE TOP STEEL FENCE POSTS, 55.6 FT (16.9 M)  WEST OF THE
 CN3294'CENTERLINE OF ALA 145, 63.0 FT (19.2 M)  WEST-NORTHWEST OF THE CENTER
 CN3294'OF THE INTERSECTION OF ALA 145 AND A GRAVEL ROAD LEADING EAST, 184.6
 CN3294'FT (56.3 M)  SOUTH-SOUTHEAST OF AN ANGLE POWER POLE, 2.0 FT (0.6 M)
 CN3294'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3294'STATION 11-32 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3295 ***********************************************************************
 CN3295  DESIGNATION -  11 34
 CN3295  PID         -  CN3295
 CN3295  STATE/COUNTY-  AL/CHILTON
 CN3295  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN3295
 CN3295                         *CURRENT SURVEY CONTROL
 CN3295  ___________________________________________________________________
 CN3295* NAD 83(1992)-  32 45 17.96648(N)    086 56 44.08679(W)     ADJUSTED  
 CN3295* NAVD 88     -       159.2    (meters)     522.     (feet)  GPS OBS   
 CN3295  ___________________________________________________________________
 CN3295  X           -     286,102.020 (meters)                     COMP
 CN3295  Y           -  -5,361,706.920 (meters)                     COMP
 CN3295  Z           -   3,431,209.232 (meters)                     COMP
 CN3295  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 CN3295  ELLIP HEIGHT-         130.48  (meters)          (07/29/02) GPS OBS
 CN3295  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CN3295
 CN3295  HORZ ORDER  -  FIRST
 CN3295  ELLP ORDER  -  FOURTH    CLASS I
 CN3295
 CN3295.The horizontal coordinates were established by GPS observations
 CN3295.and adjusted by the National Geodetic Survey in September 1993..
 CN3295
 CN3295.The orthometric height was determined by GPS observations and a
 CN3295.high-resolution geoid model.
 CN3295
 CN3295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3295
 CN3295.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3295
 CN3295.The ellipsoidal height was determined by GPS observations
 CN3295.and is referenced to NAD 83.
 CN3295
 CN3295.The geoid height was determined by GEOID03.
 CN3295
 CN3295;                    North         East     Units Scale Factor Converg.
 CN3295;SPC AL W     -   305,578.188   651,951.968   MT  0.99996660   +0 17 59.9
 CN3295;UTM  16      - 3,624,127.031   505,097.726   MT  0.99960032   +0 01 46.0
 CN3295
 CN3295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3295!SPC AL W     -   0.99997951  x   0.99996660  =   0.99994612
 CN3295!UTM  16      -   0.99997951  x   0.99960032  =   0.99957984
 CN3295
 CN3295                          SUPERSEDED SURVEY CONTROL
 CN3295
 CN3295  ELLIP H (09/27/93)  130.52   (m)                       GP(       ) 4 1
 CN3295
 CN3295.Superseded values are not recommended for survey control.
 CN3295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3295.See file dsdata.txt to determine how the superseded data were derived.
 CN3295
 CN3295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0509824127(NAD 83)
 CN3295_MARKER: DD = SURVEY DISK
 CN3295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3295_SP_SET: CONCRETE POST
 CN3295_STAMPING: 11-34 1992
 CN3295_MARK LOGO: ALHD  
 CN3295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3295+STABILITY: SURFACE MOTION
 CN3295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3295+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3295
 CN3295  HISTORY     - Date     Condition        Report By
 CN3295  HISTORY     - 1992     MONUMENTED       ALHD
 CN3295
 CN3295                          STATION DESCRIPTION
 CN3295
 CN3295'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3295'THE STATION IS LOCATED IN CHILTON COUNTY ON PROPERTY OWNED BY THE U.S.
 CN3295'FOREST SERVICE, ABOUT 2.80 MI (4.51 KM)  NORTHWEST OF STANTON AND
 CN3295'ABOUT 4.75 MI (7.64 KM)  SOUTHWEST OF MAPLESVILLE.
 CN3295'TO REACH THE STATION FROM THE CENTER OF THE ALA 22 OVERPASS OVER U.S.
 CN3295'82 (MILE POST 51.65 ON ALA 22) IN MAPLESVILLE, DRIVE SOUTHWEST ON ALA
 CN3295'22 FOR 3.55 MI (5.71 KM)  TO MILE POST 48.10 AND A PAVED COUNTY ROAD
 CN3295'LEFT AND RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST
 CN3295'FOR 0.20 MI (0.32 KM)  TO THE END OF PAVEMENT, CONTINUE WEST AND
 CN3295'SOUTHWEST FOR 0.20 MI (0.32 KM)  TO A GRAVEL ROAD ON THE RIGHT, TURN
 CN3295'RIGHT ON THE GRAVEL ROAD (FOREST ROAD NO. 426) AND DRIVE NORTHWEST
 CN3295'FOR 2.25 MI (3.62 KM)  TO A GRAVEL ROAD (FOREST ROAD NO. 421) ON THE
 CN3295'LEFT, CONTINUE NORTHWEST ON THE GRAVEL ROAD (FOREST ROAD NO. 426) FOR
 CN3295'2.05 MI (3.30 KM)  TO A GRAVEL ROAD (FOREST ROAD NO. 427) ON THE
 CN3295'RIGHT, TURN RIGHT ON THE GRAVEL ROAD (FOREST ROAD NO. 427) AND DRIVE
 CN3295'EAST FOR 0.05 MI (0.08 KM)  TO A GATE, PASS THROUGH THE GATE AND
 CN3295'CONTINUE EAST FOR 0.65 MI (1.05 KM)  TO A DIM LOG ROAD ON THE RIGHT,
 CN3295'TURN RIGHT ON THE DIM LOG ROAD AND DRIVE SOUTH FOR 0.20 MI (0.32 KM)
 CN3295'TO AN OLD LOGGING YARD AND THE STATION ON THE SOUTHWEST SIDE.
 CN3295'THE STATION IS 40.0 FT (12.2 M)  WEST OF THE HIGHEAST PART OF THE
 CN3295'RIDGE, 52.0 FT (15.8 M)  SOUTHWEST OF THE CENTER OF THE OLD LOGGING
 CN3295'YARD, 1.7 FT (0.5 M)  NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 CN3295'FLUSH WITH THE GROUND.
 CN3295'TRIANGULATION STATION PERRY 2 1971 MAY BE USED AS AN AZIMUTH FOR THIS
 CN3295'STATION.
 CN3295'FOR ACCESS TO THIS STATION, CONTACT,
 CN3295'MR. TOM LIGHTSEY, U.S. FOREST SERVICE, P.O. BOX 67, CENTREVILLE,
 CN3295'ALABAMA 35042, PHONE 205-926-7851.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3296 ***********************************************************************
 CN3296  DESIGNATION -  11 35
 CN3296  PID         -  CN3296
 CN3296  STATE/COUNTY-  AL/CHILTON
 CN3296  USGS QUAD   -  JEMISON WEST (1981)
 CN3296
 CN3296                         *CURRENT SURVEY CONTROL
 CN3296  ___________________________________________________________________
 CN3296* NAD 83(1992)-  32 59 03.39674(N)    086 52 00.88451(W)     ADJUSTED  
 CN3296* NAVD 88     -       176.0    (meters)     577.     (feet)  GPS OBS   
 CN3296  ___________________________________________________________________
 CN3296  X           -     292,709.853 (meters)                     COMP
 CN3296  Y           -  -5,347,542.605 (meters)                     COMP
 CN3296  Z           -   3,452,576.140 (meters)                     COMP
 CN3296  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CN3296  ELLIP HEIGHT-         147.08  (meters)          (07/29/02) GPS OBS
 CN3296  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN3296
 CN3296  HORZ ORDER  -  FIRST
 CN3296  ELLP ORDER  -  FOURTH    CLASS I
 CN3296
 CN3296.The horizontal coordinates were established by GPS observations
 CN3296.and adjusted by the National Geodetic Survey in September 1993..
 CN3296
 CN3296.The orthometric height was determined by GPS observations and a
 CN3296.high-resolution geoid model.
 CN3296
 CN3296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3296
 CN3296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3296
 CN3296.The ellipsoidal height was determined by GPS observations
 CN3296.and is referenced to NAD 83.
 CN3296
 CN3296.The geoid height was determined by GEOID03.
 CN3296
 CN3296;                    North         East     Units Scale Factor Converg.
 CN3296;SPC AL W     -   331,046.797   659,171.116   MT  0.99997649   +0 20 40.8
 CN3296;UTM  16      - 3,649,551.741   512,434.702   MT  0.99960191   +0 04 20.8
 CN3296
 CN3296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3296!SPC AL W     -   0.99997691  x   0.99997649  =   0.99995340
 CN3296!UTM  16      -   0.99997691  x   0.99960191  =   0.99957883
 CN3296
 CN3296:                Primary Azimuth Mark                     Grid Az
 CN3296:SPC AL W     -  11 36                                    026 14 00.9
 CN3296:UTM  16      -  11 36                                    026 30 20.9
 CN3296
 CN3296|---------------------------------------------------------------------|
 CN3296| PID    Reference Object                     Distance      Geod. Az  |
 CN3296|                                                           dddmmss.s |
 CN3296| CN3297 11 36                               APPROX. 0.5 KM 0263441.7 |
 CN3296|---------------------------------------------------------------------|
 CN3296
 CN3296                          SUPERSEDED SURVEY CONTROL
 CN3296
 CN3296  ELLIP H (09/27/93)  147.13   (m)                       GP(       ) 4 1
 CN3296
 CN3296.Superseded values are not recommended for survey control.
 CN3296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3296.See file dsdata.txt to determine how the superseded data were derived.
 CN3296
 CN3296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1243549552(NAD 83)
 CN3296_MARKER: DD = SURVEY DISK
 CN3296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3296_SP_SET: CONCRETE POST
 CN3296_STAMPING: 11-35 1992
 CN3296_MARK LOGO: ALHD  
 CN3296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3296+STABILITY: SURFACE MOTION
 CN3296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3296+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3296
 CN3296  HISTORY     - Date     Condition        Report By
 CN3296  HISTORY     - 1992     MONUMENTED       ALHD
 CN3296
 CN3296                          STATION DESCRIPTION
 CN3296
 CN3296'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3296'THE STATION IS LOCATED IN CHILTON COUNTY ON THE WEST RIGHT OF WAY OF
 CN3296'CHILTON COUNTY ROAD NO. 73, ABOUT 7.30 MI (11.75 KM)  WEST-NORTHWEST
 CN3296'OF JEMISON AND ABOUT 13.20 MI (21.24 KM)  NORTH OF MAPLESVILLE.
 CN3296'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 191 (MILE
 CN3296'POST 0 ON ALA 191), ABOUT 2.90 MI (4.67 KM)  EAST OF MAPLESVILLE,
 CN3296'DRIVE NORTH ON ALA 191 FOR 9.75 MI (15.69 KM)  TO MILE POST 9.75 AND
 CN3296'CHILTON COUNTY ROAD NO. 50 LEFT AND RIGHT, TURN LEFT ON CHILTON
 CN3296'COUNTY ROAD NO. 50 AND DRIVE NORTHWEST FOR 2.60 MI (4.18 KM)  TO A
 CN3296'Y-INTERSECTION WITH CHILTON COUNTY ROAD NO. 42 RIGHT AND CHILTON
 CN3296'COUNTY ROAD NO. 50 LEFT, BEAR LEFT ON CHILTON COUNTY ROAD NO. 50 AND
 CN3296'CONTINUE NORTHWEST FOR 1.55 MI (2.49 KM)  TO A REVERSE Y-INTERSECTION
 CN3296'AT A UNION SPRINGS BAPTIST CHURCH SIGN, BEAR RIGHT ON CHILTON COUNTY
 CN3296'ROAD NO. 73 (NOT SIGNED) AND DRIVE NORTH FOR 2.85 MI (4.59 KM)  TO
 CN3296'THE STATION ON THE LEFT.
 CN3296'THE STATION IS LOCATED BETWEEN CHILTON COUNTY ROAD NO. 73 AND A GRAVEL
 CN3296'ROAD, 43.0 FT (13.1 M)  SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD,
 CN3296'44.1 FT (13.4 M)  EAST OF THE SOUTHEAST POST OF A WHITE PIPE GATE ON
 CN3296'THE GRAVEL ROAD, 62.0 FT (18.9 M)  SOUTHWEST OF A POWER POLE, 84.0 FT
 CN3296'(25.6 M)  WEST OF THE CENTERLINE OF CHILTON COUNTY ROAD NO. 73, 2.0
 CN3296'FT (0.6 M)  NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CN3296'THE GROUND.
 CN3296'STATION 11-36 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3297 ***********************************************************************
 CN3297  DESIGNATION -  11 36
 CN3297  PID         -  CN3297
 CN3297  STATE/COUNTY-  AL/CHILTON
 CN3297  USGS QUAD   -  JEMISON WEST (1981)
 CN3297
 CN3297                         *CURRENT SURVEY CONTROL
 CN3297  ___________________________________________________________________
 CN3297* NAD 83(1992)-  32 59 18.61406(N)    086 51 51.85096(W)     ADJUSTED  
 CN3297* NAVD 88     -       175.1    (meters)     574.     (feet)  GPS OBS   
 CN3297  ___________________________________________________________________
 CN3297  X           -     292,930.049 (meters)                     COMP
 CN3297  Y           -  -5,347,274.146 (meters)                     COMP
 CN3297  Z           -   3,452,968.869 (meters)                     COMP
 CN3297  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CN3297  ELLIP HEIGHT-         146.15  (meters)          (07/29/02) GPS OBS
 CN3297  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN3297
 CN3297  HORZ ORDER  -  FIRST
 CN3297  ELLP ORDER  -  FOURTH    CLASS I
 CN3297
 CN3297.The horizontal coordinates were established by GPS observations
 CN3297.and adjusted by the National Geodetic Survey in September 1993..
 CN3297
 CN3297.The orthometric height was determined by GPS observations and a
 CN3297.high-resolution geoid model.
 CN3297
 CN3297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3297
 CN3297.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3297
 CN3297.The ellipsoidal height was determined by GPS observations
 CN3297.and is referenced to NAD 83.
 CN3297
 CN3297.The geoid height was determined by GEOID03.
 CN3297
 CN3297;                    North         East     Units Scale Factor Converg.
 CN3297;SPC AL W     -   331,516.987   659,402.820   MT  0.99997683   +0 20 45.9
 CN3297;UTM  16      - 3,650,020.649   512,668.550   MT  0.99960198   +0 04 25.8
 CN3297
 CN3297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3297!SPC AL W     -   0.99997705  x   0.99997683  =   0.99995389
 CN3297!UTM  16      -   0.99997705  x   0.99960198  =   0.99957904
 CN3297
 CN3297:                Primary Azimuth Mark                     Grid Az
 CN3297:SPC AL W     -  11 35                                    206 14 00.7
 CN3297:UTM  16      -  11 35                                    206 30 20.8
 CN3297
 CN3297|---------------------------------------------------------------------|
 CN3297| PID    Reference Object                     Distance      Geod. Az  |
 CN3297|                                                           dddmmss.s |
 CN3297| CN3296 11 35                               APPROX. 0.5 KM 2063446.6 |
 CN3297|---------------------------------------------------------------------|
 CN3297
 CN3297                          SUPERSEDED SURVEY CONTROL
 CN3297
 CN3297  ELLIP H (09/27/93)  146.21   (m)                       GP(       ) 4 1
 CN3297
 CN3297.Superseded values are not recommended for survey control.
 CN3297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3297.See file dsdata.txt to determine how the superseded data were derived.
 CN3297
 CN3297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1266950021(NAD 83)
 CN3297_MARKER: DD = SURVEY DISK
 CN3297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3297_SP_SET: CONCRETE POST
 CN3297_STAMPING: 11-36 1992
 CN3297_MARK LOGO: ALHD  
 CN3297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3297+STABILITY: SURFACE MOTION
 CN3297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3297+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3297
 CN3297  HISTORY     - Date     Condition        Report By
 CN3297  HISTORY     - 1992     MONUMENTED       ALHD
 CN3297
 CN3297                          STATION DESCRIPTION
 CN3297
 CN3297'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3297'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 CN3297'CHILTON COUNTY ROAD NO. 73, ABOUT 7.20 MI (11.59 KM)  WEST-NORTHWEST
 CN3297'OF JEMISON AND ABOUT 13.50 MI (21.73 KM)  NORTH OF MAPLESVILLE.
 CN3297'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 191 (MILE
 CN3297'POST 0 ON ALA 191), ABOUT 2.90 MI (4.67 KM)  EAST OF MAPLESVILLE,
 CN3297'DRIVE NORTH ON ALA 191 FOR 9.75 MI (15.69 KM)  TO MILE POST 9.75 AND
 CN3297'CHILTON COUNTY ROAD NO. 50 LEFT AND RIGHT, TURN LEFT ON CHILTON
 CN3297'COUNTY ROAD NO. 50 AND DRIVE NORTHWEST FOR 2.60 MI (4.18 KM)  TO A
 CN3297'Y-INTERSECTION WITH CHILTON COUNTY ROAD NO. 42 RIGHT AND CHILTON
 CN3297'COUNTY ROAD NO. 50 LEFT, BEAR LEFT ON CHILTON COUNTY ROAD NO. 50 AND
 CN3297'CONTINUE NORTHWEST FOR 1.55 MI (2.49 KM)  TO A REVERSE Y-INTERSECTION
 CN3297'AT A UNION SPRINGS BAPTIST CHURCH SIGN, BEAR RIGHT ON CHILTON COUNTY
 CN3297'ROAD NO. 73 (NOT SIGNED) AND DRIVE NORTH FOR 3.20 MI (5.15 KM)  TO
 CN3297'THE STATION ON THE RIGHT.
 CN3297'THE STATION IS 3.0 FT (0.9 M)  WEST-NORTHWEST OF A FOUR STRAND BARBED
 CN3297'WIRE FENCE ON WHITE TOP STEEL POSTS, 30.9 FT (9.4 M)  SOUTH-SOUTHWEST
 CN3297'OF A BRACED WOOD POST IN THE FENCE LINE, 37.3 FT (11.4 M)
 CN3297'EAST-SOUTHEAST OF THE CENTERLINE OF CHILTON COUNTY ROAD NO. 73, 57.6
 CN3297'FT (17.6 M)  NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 120,
 CN3297'60.6 FT (18.5 M)  NORTH OF A BRACED WOOD POST IN THE FENCE LINE, 2.9
 CN3297'FT (0.9 M)  WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3297'WITH THE GROUND.
 CN3297'STATION 11-35 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2870 ***********************************************************************
 DH2870  DESIGNATION -  11 37
 DH2870  PID         -  DH2870
 DH2870  STATE/COUNTY-  AL/CHILTON
 DH2870  USGS QUAD   -  MONTEVALLO (1980)
 DH2870
 DH2870                         *CURRENT SURVEY CONTROL
 DH2870  ___________________________________________________________________
 DH2870* NAD 83(1992)-  33 02 56.40414(N)    086 46 12.20217(W)     ADJUSTED  
 DH2870* NAVD 88     -       175.0    (meters)     574.     (feet)  GPS OBS   
 DH2870  ___________________________________________________________________
 DH2870  X           -     301,528.805 (meters)                     COMP
 DH2870  Y           -  -5,343,134.093 (meters)                     COMP
 DH2870  Z           -   3,458,594.736 (meters)                     COMP
 DH2870  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DH2870  ELLIP HEIGHT-         146.02  (meters)          (07/29/02) GPS OBS
 DH2870  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH2870
 DH2870  HORZ ORDER  -  FIRST
 DH2870  ELLP ORDER  -  FOURTH    CLASS I
 DH2870
 DH2870.The horizontal coordinates were established by GPS observations
 DH2870.and adjusted by the National Geodetic Survey in September 1993..
 DH2870
 DH2870.The orthometric height was determined by GPS observations and a
 DH2870.high-resolution geoid model.
 DH2870
 DH2870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2870
 DH2870.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2870
 DH2870.The ellipsoidal height was determined by GPS observations
 DH2870.and is referenced to NAD 83.
 DH2870
 DH2870.The geoid height was determined by GEOID03.
 DH2870
 DH2870;                    North         East     Units Scale Factor Converg.
 DH2870;SPC AL W     -   338,283.412   668,174.074   MT  0.99999062   +0 23 53.1
 DH2870;UTM  16      - 3,656,742.731   521,468.538   MT  0.99960568   +0 07 31.4
 DH2870
 DH2870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2870!SPC AL W     -   0.99997708  x   0.99999062  =   0.99996770
 DH2870!UTM  16      -   0.99997708  x   0.99960568  =   0.99958276
 DH2870
 DH2870                          SUPERSEDED SURVEY CONTROL
 DH2870
 DH2870  ELLIP H (09/27/93)  146.07   (m)                       GP(       ) 4 1
 DH2870
 DH2870.Superseded values are not recommended for survey control.
 DH2870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2870.See file dsdata.txt to determine how the superseded data were derived.
 DH2870
 DH2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2146956743(NAD 83)
 DH2870_MARKER: DD = SURVEY DISK
 DH2870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2870_SP_SET: CONCRETE POST
 DH2870_STAMPING: 11-37 1992
 DH2870_MARK LOGO: ALHD  
 DH2870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2870+STABILITY: SURFACE MOTION
 DH2870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2870+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2870
 DH2870  HISTORY     - Date     Condition        Report By
 DH2870  HISTORY     - 1992     MONUMENTED       ALHD
 DH2870
 DH2870                          STATION DESCRIPTION
 DH2870
 DH2870'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2870'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTHEAST RIGHT OF WAY
 DH2870'OF CHILTON COUNTY ROAD NO. 33, ABOUT 6.30 MI (10.14 KM)  NORTH OF
 DH2870'JEMISON AND ABOUT 16.20 MI (26.07 KM)  NORTH-NORTHWEST OF CLANTON.
 DH2870'TO REACH THE STATION FROM THE CENTER OF EXIT 228 ON I-65 (MILE POST
 DH2870'119.20 ON ALA 25) IN CALERA, DRIVE WEST ON ALA 25 FOR 0.80 MI
 DH2870'(1.29 KM)  TO MILE POST 118.40 AND U.S. 31 LEFT AND RIGHT IN CALERA
 DH2870'(MILE POST 243.65 ON U.S. 31), TURN LEFT ON U.S. 31 AND DRIVE SOUTH
 DH2870'FOR 2.45 MI (3.94 KM)  TO MILE POST 241.20 AND THE CHILTON-SHELBY
 DH2870'COUNTY LINE, CONTINUE SOUTH ON U.S. 31 FOR 1.30 MI (2.09 KM)  TO MILE
 DH2870'POST 239.90 AND CHILTON COUNTY ROAD NO. 33 ON THE RIGHT, TURN RIGHT
 DH2870'ON CHILTON COUNTY ROAD NO. 33 AND DRIVE SOUTHWEST FOR 0.70 MI
 DH2870'(1.13 KM)  TO THE STATION ON THE LEFT.
 DH2870'THE STATION IS 3.0 FT (0.9 M)  NORTHWEST OF A HOG WIRE FENCE WITH ONE
 DH2870'STRAND OF BARBED WIRE ON RED TOP STEEL POSTS, 28.0 FT (8.5 M)
 DH2870'SOUTHEAST OF THE CENTER OF CHILTON COUNTY ROAD NO. 33, 40.2 FT
 DH2870'(12.3 M)  SOUTHWEST OF A WOOD POST AT AN ANGLE IN THE FENCE LINE,
 DH2870'72.1 FT (22.0 M)  EAST OF A FIRE HYDRANT ACROSS THE ROAD, 81.4 FT
 DH2870'(24.8 M) NORTHEAST OF A WOOD POST AT AN ANGLE IN THE FENCE LINE,
 DH2870'108.2 FT (33.0 M)  EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 1
 DH2870'ACROSS THE ROAD, 110.0 FT (33.5 M)  EAST-SOUTHEAST OF JUNCTION POWER
 DH2870'AND CABLE POLE NO. 18 ACROSS THE ROAD, 2.7 FT (0.8 M)  NORTHWEST OF A
 DH2870'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2870'STATION 11-38 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2871 ***********************************************************************
 DH2871  DESIGNATION -  11 38
 DH2871  PID         -  DH2871
 DH2871  STATE/COUNTY-  AL/CHILTON
 DH2871  USGS QUAD   -  MONTEVALLO (1980)
 DH2871
 DH2871                         *CURRENT SURVEY CONTROL
 DH2871  ___________________________________________________________________
 DH2871* NAD 83(1992)-  33 03 00.93388(N)    086 45 41.98224(W)     ADJUSTED  
 DH2871* NAVD 88     -       166.1    (meters)     545.     (feet)  GPS OBS   
 DH2871  ___________________________________________________________________
 DH2871  X           -     302,306.905 (meters)                     COMP
 DH2871  Y           -  -5,343,006.409 (meters)                     COMP
 DH2871  Z           -   3,458,706.842 (meters)                     COMP
 DH2871  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DH2871  ELLIP HEIGHT-         137.10  (meters)          (08/29/05) GPS OBS
 DH2871  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH2871
 DH2871  HORZ ORDER  -  A
 DH2871  ELLP ORDER  -  FOURTH    CLASS I
 DH2871
 DH2871.The horizontal coordinates were established by GPS observations
 DH2871.and adjusted by the National Geodetic Survey in August 2005..
 DH2871
 DH2871.The orthometric height was determined by GPS observations and a
 DH2871.high-resolution geoid model.
 DH2871
 DH2871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2871
 DH2871.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2871
 DH2871.The ellipsoidal height was determined by GPS observations
 DH2871.and is referenced to NAD 83.
 DH2871
 DH2871.The geoid height was determined by GEOID03.
 DH2871
 DH2871;                    North         East     Units Scale Factor Converg.
 DH2871;SPC AL W     -   338,428.434   668,957.119   MT  0.99999194   +0 24 09.7
 DH2871;UTM  16      - 3,656,883.970   522,251.962   MT  0.99960610   +0 07 47.9
 DH2871
 DH2871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2871!SPC AL W     -   0.99997848  x   0.99999194  =   0.99997042
 DH2871!UTM  16      -   0.99997848  x   0.99960610  =   0.99958458
 DH2871
 DH2871                          SUPERSEDED SURVEY CONTROL
 DH2871
 DH2871  ELLIP H (07/29/02)  137.09   (m)                       GP(       ) 4 1
 DH2871  NAD 83(1992)-  33 03 00.93342(N)    086 45 41.98144(W) AD(       ) 1
 DH2871  ELLIP H (09/27/93)  137.15   (m)                       GP(       ) 4 1
 DH2871
 DH2871.Superseded values are not recommended for survey control.
 DH2871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2871.See file dsdata.txt to determine how the superseded data were derived.
 DH2871
 DH2871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2225256884(NAD 83)
 DH2871_MARKER: DD = SURVEY DISK
 DH2871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2871_SP_SET: CONCRETE POST
 DH2871_STAMPING: 11-38 1992
 DH2871_MARK LOGO: ALHD  
 DH2871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2871+STABILITY: SURFACE MOTION
 DH2871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2871+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 DH2871
 DH2871  HISTORY     - Date     Condition        Report By
 DH2871  HISTORY     - 1992     MONUMENTED       ALHD
 DH2871  HISTORY     - 20040412 GOOD             ALHD
 DH2871  HISTORY     - 20040624 GOOD             ALDOT
 DH2871
 DH2871                          STATION DESCRIPTION
 DH2871
 DH2871'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2871'THE STATION IS LOCATED IN CHILTON COUNTY ON THE WEST RIGHT OF WAY OF
 DH2871'U.S. 31, ABOUT 6.30 MI (10.14 KM)  NORTH OF JEMISON AND ABOUT 16.10
 DH2871'MI (25.91 KM)  NORTH-NORTHWEST OF CLANTON.
 DH2871'TO REACH THE STATION FROM THE CENTER OF EXIT 228 ON I-65 (MILE POST
 DH2871'119.20 ON ALA 25) IN CALERA, DRIVE WEST ON ALA 25 FOR 0.80 MI
 DH2871'(1.29 KM)  TO MILE POST 118.40 AND U.S. 31 LEFT AND RIGHT IN CALERA
 DH2871'(MILE POST 243.65 ON U.S. 31), TURN LEFT ON U.S. 31 AND DRIVE SOUTH
 DH2871'FOR 2.45 MI (3.94 KM)  TO MILE POST 241.20 AND THE CHILTON-SHELBY
 DH2871'COUNTY LINE, CONTINUE SOUTH ON U.S. 31 FOR 1.50 MI (2.41 KM)  TO MILE
 DH2871'POST 239.70 AND THE STATION ON THE RIGHT.
 DH2871'THE STATION IS 3.0 FT (0.9 M)  EAST OF A HOG WIRE FENCE WITH ONE
 DH2871'STRAND OF BARBED WIRE ON WHITE TOP, GREEN STEEL POSTS, 52.9 FT
 DH2871'(16.1 M)  WEST OF THE CENTERLINE OF U.S. 31, APPROXIMATELY 111 YARDS
 DH2871'NORTH OF THE NORTHWEST CORNER OF A 45 FOOT (13.7 M) CONCRETE BRIDGE,
 DH2871'2.9 FT (0.9 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 DH2871'FLUSH WITH THE GROUND.
 DH2871'STATION 11-37 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2871
 DH2871                          STATION RECOVERY (2004)
 DH2871
 DH2871'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 DH2871'RECOVERED IN GOOD CONDITION.
 DH2871
 DH2871                          STATION RECOVERY (2004)
 DH2871
 DH2871'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (WB)
 DH2871'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2872 ***********************************************************************
 DH2872  DESIGNATION -  11 39
 DH2872  PID         -  DH2872
 DH2872  STATE/COUNTY-  AL/CHILTON
 DH2872  USGS QUAD   -  MONTEVALLO (1980)
 DH2872
 DH2872                         *CURRENT SURVEY CONTROL
 DH2872  ___________________________________________________________________
 DH2872* NAD 83(1992)-  33 03 50.72545(N)    086 52 16.26818(W)     ADJUSTED  
 DH2872* NAVD 88     -       148.6    (meters)     488.     (feet)  GPS OBS   
 DH2872  ___________________________________________________________________
 DH2872  X           -     292,046.455 (meters)                     COMP
 DH2872  Y           -  -5,342,724.427 (meters)                     COMP
 DH2872  Z           -   3,459,982.980 (meters)                     COMP
 DH2872  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DH2872  ELLIP HEIGHT-         119.65  (meters)          (07/29/02) GPS OBS
 DH2872  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH2872
 DH2872  HORZ ORDER  -  FIRST
 DH2872  ELLP ORDER  -  FOURTH    CLASS I
 DH2872
 DH2872.The horizontal coordinates were established by GPS observations
 DH2872.and adjusted by the National Geodetic Survey in September 1993..
 DH2872
 DH2872.The orthometric height was determined by GPS observations and a
 DH2872.high-resolution geoid model.
 DH2872
 DH2872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2872
 DH2872.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2872
 DH2872.The ellipsoidal height was determined by GPS observations
 DH2872.and is referenced to NAD 83.
 DH2872
 DH2872.The geoid height was determined by GEOID03.
 DH2872
 DH2872;                    North         East     Units Scale Factor Converg.
 DH2872;SPC AL W     -   339,895.741   658,718.770   MT  0.99997583   +0 20 35.1
 DH2872;UTM  16      - 3,658,399.423   512,024.601   MT  0.99960178   +0 04 13.0
 DH2872
 DH2872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2872!SPC AL W     -   0.99998122  x   0.99997583  =   0.99995705
 DH2872!UTM  16      -   0.99998122  x   0.99960178  =   0.99958300
 DH2872
 DH2872:                Primary Azimuth Mark                     Grid Az
 DH2872:SPC AL W     -  11 40                                    009 14 55.8
 DH2872:UTM  16      -  11 40                                    009 31 17.9
 DH2872
 DH2872|---------------------------------------------------------------------|
 DH2872| PID    Reference Object                     Distance      Geod. Az  |
 DH2872|                                                           dddmmss.s |
 DH2872| DH2873 11 40                               403.203 METERS 0093530.9 |
 DH2872|---------------------------------------------------------------------|
 DH2872
 DH2872                          SUPERSEDED SURVEY CONTROL
 DH2872
 DH2872  ELLIP H (09/27/93)  119.70   (m)                       GP(       ) 4 1
 DH2872
 DH2872.Superseded values are not recommended for survey control.
 DH2872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2872.See file dsdata.txt to determine how the superseded data were derived.
 DH2872
 DH2872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1202558399(NAD 83)
 DH2872_MARKER: DD = SURVEY DISK
 DH2872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2872_SP_SET: CONCRETE POST
 DH2872_STAMPING: 11-39 1992
 DH2872_MARK LOGO: ALHD  
 DH2872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2872+STABILITY: SURFACE MOTION
 DH2872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2872+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2872
 DH2872  HISTORY     - Date     Condition        Report By
 DH2872  HISTORY     - 1992     MONUMENTED       ALHD
 DH2872
 DH2872                          STATION DESCRIPTION
 DH2872
 DH2872'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2872'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 DH2872'CHILTON COUNTY ROAD NO. 73, ABOUT 2.60 MI (4.18 KM)  SOUTH OF
 DH2872'MONTEVALLO AND ABOUT 10.10 MI (16.25 KM)  NORTHWEST OF JEMISON.
 DH2872'TO REACH THE STATION FROM THE CENTER OF EXIT 228 ON I-65 (MILE POST
 DH2872'119.20 ON ALA 25) IN CALERA, DRIVE WEST ON ALA 25 FOR 0.80 MI
 DH2872'(1.29 KM)  TO MILE POST 118.40 AND U.S. 31 LEFT AND RIGHT IN CALERA
 DH2872'(MILE POST 243.65 ON U.S. 31), TURN LEFT ON U.S. 31 AND DRIVE SOUTH
 DH2872'FOR 0.15 MI (0.24 KM)  TO MILE POST 243.50 AND ALA 25 SOUTH ON THE
 DH2872'RIGHT (MILE POST 118.25 ON ALA 25) TURN RIGHT ON ALA 25 AND DRIVE
 DH2872'SOUTHWEST FOR 7.05 MI (11.35 KM)  TO MILE POST 111.20 AND SHELBY
 DH2872'COUNTY ROAD NO. 73 ON THE LEFT IN MONTEVALLO, TURN LEFT ON SHELBY
 DH2872'COUNTY ROAD NO. 73 AND DRIVE SOUTH FOR 1.20 MI (1.93 KM)  TO THE
 DH2872'CHILTON-SHELBY COUNTY LINE, CONTINUE SOUTH ON CHILTON COUNTY ROAD NO.
 DH2872'73 FOR 0.65 MI (1.05 KM)  TO THE STATION ON THE LEFT.
 DH2872'THE STATION IS 26.0 FT (7.9 M)  NORTH OF THE CENTER OF A WOODS ROAD,
 DH2872'38.9 FT (11.9 M)  EAST OF THE CENTERLINE OF CHILTON COUNTY ROAD NO.
 DH2872'73, 65.2 FT (19.9 M)  SOUTHWEST OF POWER AND CABLE POLE NO. 39, 4.0
 DH2872'FT (1.2 M)  WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DH2872'WITH THE GROUND.
 DH2872'STATION 11-40 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3140 ***********************************************************************
 CN3140  DESIGNATION -  11 4
 CN3140  PID         -  CN3140
 CN3140  STATE/COUNTY-  AL/CHILTON
 CN3140  USGS QUAD   -  CLANTON EAST (1983)
 CN3140
 CN3140                         *CURRENT SURVEY CONTROL
 CN3140  ___________________________________________________________________
 CN3140* NAD 83(1992)-  32 51 12.74857(N)    086 32 01.30282(W)     ADJUSTED  
 CN3140* NAVD 88     -       200.40   (meters)     657.5    (feet)  N HEIGHT  
 CN3140  ___________________________________________________________________
 CN3140  X           -     324,282.284 (meters)                     COMP
 CN3140  Y           -  -5,353,635.637 (meters)                     COMP
 CN3140  Z           -   3,440,418.116 (meters)                     COMP
 CN3140  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CN3140  ELLIP HEIGHT-         171.56  (meters)          (07/29/02) GPS OBS
 CN3140  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CN3140  DYNAMIC HT  -         200.17  (meters)     656.7   (feet)  COMP
 CN3140  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 CN3140
 CN3140  HORZ ORDER  -  FIRST
 CN3140  VERT ORDER  -  THIRD
 CN3140  ELLP ORDER  -  FOURTH    CLASS I
 CN3140
 CN3140.The horizontal coordinates were established by GPS observations
 CN3140.and adjusted by the National Geodetic Survey in December 1992..
 CN3140
 CN3140.The orthometric height was determined by differential leveling
 CN3140.and adjusted by the National Geodetic Survey in September 1998..
 CN3140.WARNING-GPS observations at this control monument resulted in a GPS
 CN3140.derived orthometric height which differed from the leveled height by
 CN3140.more than one decimeter (0.1 meter).
 CN3140
 CN3140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3140
 CN3140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3140
 CN3140.The ellipsoidal height was determined by GPS observations
 CN3140.and is referenced to NAD 83.
 CN3140
 CN3140.The geoid height was determined by GEOID03.
 CN3140
 CN3140.The dynamic height is computed by dividing the NAVD 88
 CN3140.geopotential number by the normal gravity value computed on the
 CN3140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN3140.degrees latitude (g = 980.6199 gals.).
 CN3140
 CN3140.The modeled gravity was interpolated from observed gravity values.
 CN3140
 CN3140;                    North         East     Units Scale Factor Converg.
 CN3140;SPC AL W     -   316,784.611   690,448.938   MT  1.00003417   +0 31 27.3
 CN3140;UTM  16      - 3,635,147.028   543,632.275   MT  0.99962347   +0 15 10.7
 CN3140
 CN3140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3140!SPC AL W     -   0.99997307  x   1.00003417  =   1.00000723
 CN3140!UTM  16      -   0.99997307  x   0.99962347  =   0.99959655
 CN3140
 CN3140|---------------------------------------------------------------------|
 CN3140| PID    Reference Object                     Distance      Geod. Az  |
 CN3140|                                                           dddmmss.s |
 CN3140| CN3139 11 3                                388.810 METERS 27349     |
 CN3140|---------------------------------------------------------------------|
 CN3140
 CN3140                          SUPERSEDED SURVEY CONTROL
 CN3140
 CN3140  ELLIP H (12/04/92)  171.60   (m)                       GP(       ) 4 1
 CN3140  NAD 83(1986)-  32 51 12.75683(N)    086 32 01.30709(W) AD(       ) 1
 CN3140  NGVD 29 (??/??/??)  200.36   (m)          657.3    (f) N HEIGHT    3  
 CN3140
 CN3140.Superseded values are not recommended for survey control.
 CN3140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3140.See file dsdata.txt to determine how the superseded data were derived.
 CN3140
 CN3140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4363235147(NAD 83)
 CN3140_MARKER: DD = SURVEY DISK
 CN3140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3140_SP_SET: CONCRETE POST
 CN3140_STAMPING: 11-4 1990
 CN3140_MARK LOGO: ALHD  
 CN3140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3140+STABILITY: SURFACE MOTION
 CN3140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3140+SATELLITE: SATELLITE OBSERVATIONS - 1990
 CN3140
 CN3140  HISTORY     - Date     Condition        Report By
 CN3140  HISTORY     - 1990     MONUMENTED       ALHD
 CN3140  HISTORY     - 20050901 POOR             ALDOT
 CN3140
 CN3140                          STATION DESCRIPTION
 CN3140
 CN3140'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3140'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3140'CHILTON COUNTY ROAD NO. 28, ABOUT 5.75 MI (9.25 KM) EAST - NORTHEAST
 CN3140'OF CLANTON AND ABOUT 11.30 MI (18.19 KM) EAST - SOUTHEAST OF THORSBY.
 CN3140'TO REACH THE STATION FROM EXIT 208 ON I - 65 IN CLANTON, DRIVE EAST
 CN3140'ON CHILTON COUNTY ROAD NO. 28, 4.05 MI (6.52 KM) TO THE STATION ON
 CN3140'THE LEFT IN THE FRONT LAWN OF A BRICK RESIDENCE.
 CN3140'THE STATION IS 25.00 FT (7.62 M) NORTH OF THE CENTER OF CHILTON
 CN3140'COUNTY ROAD NO. 28, 29.49 FT (8.99 M) SOUTHWEST OF A WATER METER,
 CN3140'56.004 FT (17.070 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 78.51
 CN3140'FT (23.93 M) EAST - SOUTHEAST OF A POWER POLE, 81.30 FT (24.78 M)
 CN3140'SOUTH OF A NIGHT LIGHT POLE, 94.00 FT (28.65 M) SOUTH - SOUTHWEST OF
 CN3140'THE SOUTHWEST CORNER OF A BRICK RESIDENCE, 105.51 FT (32.16 M) EAST
 CN3140'OF A FENCE CORNER, AND SET FLUSH WITH THE GROUND.
 CN3140'STATION 11 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3140'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT THE EVENING
 CN3140'BEFORE
 CN3140'MRS. WANDA WYATT
 CN3140'ROUTE 1, BOX 391
 CN3140'CLANTON, ALABAMA 35045
 CN3140'PHONE 205 - 755 - 4957
 CN3140
 CN3140                          STATION RECOVERY (2005)
 CN3140
 CN3140'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3140'FOUND REMAING CONCRETE MONUMENT BUT NO DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2873 ***********************************************************************
 DH2873  DESIGNATION -  11 40
 DH2873  PID         -  DH2873
 DH2873  STATE/COUNTY-  AL/CHILTON
 DH2873  USGS QUAD   -  MONTEVALLO (1980)
 DH2873
 DH2873                         *CURRENT SURVEY CONTROL
 DH2873  ___________________________________________________________________
 DH2873* NAD 83(1992)-  33 04 03.63044(N)    086 52 13.67808(W)     ADJUSTED  
 DH2873* NAVD 88     -       155.9    (meters)     511.     (feet)  GPS OBS   
 DH2873  ___________________________________________________________________
 DH2873  X           -     292,102.035 (meters)                     COMP
 DH2873  Y           -  -5,342,510.249 (meters)                     COMP
 DH2873  Z           -   3,460,320.130 (meters)                     COMP
 DH2873  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 DH2873  ELLIP HEIGHT-         126.92  (meters)          (07/29/02) GPS OBS
 DH2873  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH2873
 DH2873  HORZ ORDER  -  FIRST
 DH2873  ELLP ORDER  -  FOURTH    CLASS I
 DH2873
 DH2873.The horizontal coordinates were established by GPS observations
 DH2873.and adjusted by the National Geodetic Survey in September 1993..
 DH2873
 DH2873.The orthometric height was determined by GPS observations and a
 DH2873.high-resolution geoid model.
 DH2873
 DH2873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2873
 DH2873.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2873
 DH2873.The ellipsoidal height was determined by GPS observations
 DH2873.and is referenced to NAD 83.
 DH2873
 DH2873.The geoid height was determined by GEOID03.
 DH2873
 DH2873;                    North         East     Units Scale Factor Converg.
 DH2873;SPC AL W     -   340,293.693   658,783.572   MT  0.99997592   +0 20 36.6
 DH2873;UTM  16      - 3,658,796.913   512,091.272   MT  0.99960180   +0 04 14.4
 DH2873
 DH2873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2873!SPC AL W     -   0.99998007  x   0.99997592  =   0.99995599
 DH2873!UTM  16      -   0.99998007  x   0.99960180  =   0.99958188
 DH2873
 DH2873:                Primary Azimuth Mark                     Grid Az
 DH2873:SPC AL W     -  11 39                                    189 14 55.8
 DH2873:UTM  16      -  11 39                                    189 31 18.0
 DH2873
 DH2873|---------------------------------------------------------------------|
 DH2873| PID    Reference Object                     Distance      Geod. Az  |
 DH2873|                                                           dddmmss.s |
 DH2873| DH2872 11 39                               403.203 METERS 1893532.4 |
 DH2873|---------------------------------------------------------------------|
 DH2873
 DH2873                          SUPERSEDED SURVEY CONTROL
 DH2873
 DH2873  ELLIP H (09/27/93)  126.97   (m)                       GP(       ) 4 1
 DH2873
 DH2873.Superseded values are not recommended for survey control.
 DH2873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2873.See file dsdata.txt to determine how the superseded data were derived.
 DH2873
 DH2873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1209158797(NAD 83)
 DH2873_MARKER: DD = SURVEY DISK
 DH2873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2873_SP_SET: CONCRETE POST
 DH2873_STAMPING: 11-40 1992
 DH2873_MARK LOGO: ALHD  
 DH2873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2873+STABILITY: SURFACE MOTION
 DH2873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2873+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2873
 DH2873  HISTORY     - Date     Condition        Report By
 DH2873  HISTORY     - 1992     MONUMENTED       ALHD
 DH2873
 DH2873                          STATION DESCRIPTION
 DH2873
 DH2873'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2873'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 DH2873'CHILTON COUNTY ROAD NO. 73, ABOUT 2.30 MI (3.70 KM)  SOUTH OF
 DH2873'MONTEVALLO AND ABOUT 10.30 MI (16.58 KM)  NORTHWEST OF JEMISON.
 DH2873'TO REACH THE STATION FROM THE CENTER OF EXIT 228 ON I-65 (MILE POST
 DH2873'119.20 ON ALA 25) IN CALERA, DRIVE WEST ON ALA 25 FOR 0.80 MI
 DH2873'(1.29 KM)  TO MILE POST 118.40 AND U.S. 31 LEFT AND RIGHT IN CALERA
 DH2873'(MILE POST 243.65 ON U.S. 31), TURN LEFT ON U.S. 31 AND DRIVE SOUTH
 DH2873'FOR 0.15 MI (0.24 KM)  TO MILE POST 243.50 AND ALA 25 SOUTH ON THE
 DH2873'RIGHT (MILE POST 118.25 ON ALA 25) TURN RIGHT ON ALA 25 AND DRIVE
 DH2873'SOUTHWEST FOR 7.05 MI (11.35 KM)  TO MILE POST 111.20 AND SHELBY
 DH2873'COUNTY ROAD NO. 73 ON THE LEFT IN MONTEVALLO, TURN LEFT ON SHELBY
 DH2873'COUNTY ROAD NO. 73 AND DRIVE SOUTH FOR 1.20 MI (1.93 KM)  TO THE
 DH2873'CHILTON-SHELBY COUNTY LINE, CONTINUE SOUTH ON CHILTON COUNTY ROAD NO.
 DH2873'73 FOR 0.35 MI (0.56 KM)  TO THE STATION ON THE LEFT.
 DH2873'THE STATION IS 3.4 FT (1.0 M)  WEST OF A FIVE STRAND BARBED WIRE FENCE
 DH2873'ON OLD TREATED WOOD POSTS, 36.6 FT (11.2 M)  EAST OF THE CENTERLINE
 DH2873'OF CHILTON COUNTY ROAD NO. 73, 61.3 FT (18.7 M)  NORTH OF TRANSFORMER
 DH2873'POWER AND CABLE POLE NO. 36 WITH TWO WHITE BOXES, 2.8 FT (0.9 M)
 DH2873'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2873'STATION 11-39 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2874 ***********************************************************************
 DH2874  DESIGNATION -  11 41
 DH2874  PID         -  DH2874
 DH2874  STATE/COUNTY-  AL/CHILTON
 DH2874  USGS QUAD   -  OZAN (1979)
 DH2874
 DH2874                         *CURRENT SURVEY CONTROL
 DH2874  ___________________________________________________________________
 DH2874* NAD 83(1992)-  33 01 46.60625(N)    086 42 11.40774(W)     ADJUSTED  
 DH2874* NAVD 88     -       204.5    (meters)     671.     (feet)  GPS OBS   
 DH2874  ___________________________________________________________________
 DH2874  X           -     307,835.040 (meters)                     COMP
 DH2874  Y           -  -5,343,973.570 (meters)                     COMP
 DH2874  Z           -   3,456,808.210 (meters)                     COMP
 DH2874  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DH2874  ELLIP HEIGHT-         175.51  (meters)          (07/29/02) GPS OBS
 DH2874  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH2874
 DH2874  HORZ ORDER  -  FIRST
 DH2874  ELLP ORDER  -  FOURTH    CLASS I
 DH2874
 DH2874.The horizontal coordinates were established by GPS observations
 DH2874.and adjusted by the National Geodetic Survey in September 1993..
 DH2874
 DH2874.The orthometric height was determined by GPS observations and a
 DH2874.high-resolution geoid model.
 DH2874
 DH2874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2874
 DH2874.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2874
 DH2874.The ellipsoidal height was determined by GPS observations
 DH2874.and is referenced to NAD 83.
 DH2874
 DH2874.The geoid height was determined by GEOID03.
 DH2874
 DH2874;                    North         East     Units Scale Factor Converg.
 DH2874;SPC AL W     -   336,178.603   674,437.569   MT  1.00000163   +0 26 03.7
 DH2874;UTM  16      - 3,654,608.973   527,719.516   MT  0.99960947   +0 09 42.5
 DH2874
 DH2874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2874!SPC AL W     -   0.99997245  x   1.00000163  =   0.99997408
 DH2874!UTM  16      -   0.99997245  x   0.99960947  =   0.99958193
 DH2874
 DH2874:                Primary Azimuth Mark                     Grid Az
 DH2874:SPC AL W     -  11 42                                    059 43 45.5
 DH2874:UTM  16      -  11 42                                    060 00 06.7
 DH2874
 DH2874|---------------------------------------------------------------------|
 DH2874| PID    Reference Object                     Distance      Geod. Az  |
 DH2874|                                                           dddmmss.s |
 DH2874| DH2875 11 42                               APPROX. 0.5 KM 0600949.2 |
 DH2874|---------------------------------------------------------------------|
 DH2874
 DH2874                          SUPERSEDED SURVEY CONTROL
 DH2874
 DH2874  ELLIP H (09/27/93)  175.56   (m)                       GP(       ) 4 1
 DH2874
 DH2874.Superseded values are not recommended for survey control.
 DH2874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2874.See file dsdata.txt to determine how the superseded data were derived.
 DH2874
 DH2874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2772054609(NAD 83)
 DH2874_MARKER: DD = SURVEY DISK
 DH2874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2874_SP_SET: CONCRETE POST
 DH2874_STAMPING: 11-41 1992
 DH2874_MARK LOGO: ALHD  
 DH2874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2874+STABILITY: SURFACE MOTION
 DH2874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2874+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2874
 DH2874  HISTORY     - Date     Condition        Report By
 DH2874  HISTORY     - 1992     MONUMENTED       ALHD
 DH2874
 DH2874                          STATION DESCRIPTION
 DH2874
 DH2874'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2874'THE STATION IS LOCATED IN CHILTON COUNTY ON PROPERTY OWNED BY
 DH2874'BRIERFIELD LAND AND TIMBER, INC., ABOUT 4.35 MI (7.00 KM)
 DH2874'NORTH-NORTHEAST OF JEMISON AND ABOUT 5.6 MI (9.0 KM)  SOUTHEAST OF
 DH2874'CALERA.
 DH2874'TO REACH THE STATION FROM THE CENTER OF EXIT 219 ON I-65, DRIVE EAST
 DH2874'ON CHILTON COUNTY ROAD NO. 42 FOR 0.5 MI (0.8 KM)  TO A PAVED CROSS
 DH2874'ROAD AT A FOUR WAY STOP WITH CHILTON COUNTY ROAD NO. 51 LEFT AND
 DH2874'RIGHT, TURN LEFT ON CHILTON COUNTY ROAD NO. 51 AND DRIVE NORTHWEST
 DH2874'FOR 1.55 MI (2.49 KM)  TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON
 DH2874'THE GRAVEL ROAD AND DRIVE NORTH FOR 0.1 MI (0.2 KM)  TO A
 DH2874'Y-INTERSECTION, BEAR RIGHT ON A GRAVEL ROAD AND DRIVE NORTHEAST FOR
 DH2874'0.4 MI (0.6 KM)  TO A T-INTERSECTION, TURN LEFT ON A GRAVEL ROAD AND
 DH2874'DRIVE NORTHWEST AND NORTH FOR 0.4 MI (0.6 KM)  TO TWO GRAVEL ROADS ON
 DH2874'THE LEFT, CONTINUE NORTH NORTHEAST FOR 0.35 MI (0.56 KM) TO A
 DH2874'Y-INTERSECTION, BEAR LEFT AND DRIVE NORTH AND NORTHEAST FOR 0.05 MI
 DH2874'(0.08 KM) TO A Y-INTERSECTION, BEAR LEFT AND DRIVE NORTH AND
 DH2874'NORTHWEST FOR 1.1 MI (1.8 KM)  TO A Y-INTERSECTION, BEAR LEFT ON A
 DH2874'GRAVEL ROAD AND DRIVE NORTHWEST FOR 0.8 MI (1.3 KM)  TO A LOG ROAD ON
 DH2874'THE LEFT, TURN LEFT ON THE LOG ROAD AND DRIVE WEST FOR 0.1 MI
 DH2874'(0.2 KM)  TO A Y-INTERSECTION, BEAR LEFT AND DRIVE WEST FOR 0.2 MI
 DH2874'(0.3 KM)  TO A Y-INTERSECTION AND THE STATION BETWEEN THE TWO LOG
 DH2874'ROADS.
 DH2874'THE STATION IS 17.0 FT (5.2 M)  SOUTHWEST OF THE CENTER OF THE LOG
 DH2874'ROAD LEADING NORTHWEST, 18.0 FT (5.5 M)  NORTH OF THE CENTER OF THE
 DH2874'LOG ROAD LEADING WEST, 1.8 FT (0.5 M)  SOUTHEAST OF A CARSONITE
 DH2874'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2874'STATION 11-42 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2875 ***********************************************************************
 DH2875  DESIGNATION -  11 42
 DH2875  PID         -  DH2875
 DH2875  STATE/COUNTY-  AL/CHILTON
 DH2875  USGS QUAD   -  OZAN (1979)
 DH2875
 DH2875                         *CURRENT SURVEY CONTROL
 DH2875  ___________________________________________________________________
 DH2875* NAD 83(1992)-  33 01 54.86943(N)    086 41 54.30333(W)     ADJUSTED  
 DH2875* NAVD 88     -       210.0    (meters)     689.     (feet)  GPS OBS   
 DH2875  ___________________________________________________________________
 DH2875  X           -     308,270.461 (meters)                     COMP
 DH2875  Y           -  -5,343,814.120 (meters)                     COMP
 DH2875  Z           -   3,457,024.651 (meters)                     COMP
 DH2875  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DH2875  ELLIP HEIGHT-         181.04  (meters)          (07/29/02) GPS OBS
 DH2875  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH2875
 DH2875  HORZ ORDER  -  FIRST
 DH2875  ELLP ORDER  -  FOURTH    CLASS I
 DH2875
 DH2875.The horizontal coordinates were established by GPS observations
 DH2875.and adjusted by the National Geodetic Survey in September 1993..
 DH2875
 DH2875.The orthometric height was determined by GPS observations and a
 DH2875.high-resolution geoid model.
 DH2875
 DH2875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2875
 DH2875.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2875
 DH2875.The ellipsoidal height was determined by GPS observations
 DH2875.and is referenced to NAD 83.
 DH2875
 DH2875.The geoid height was determined by GEOID03.
 DH2875
 DH2875;                    North         East     Units Scale Factor Converg.
 DH2875;SPC AL W     -   336,436.535   674,879.484   MT  1.00000244   +0 26 13.1
 DH2875;UTM  16      - 3,654,864.699   528,162.480   MT  0.99960978   +0 09 51.8
 DH2875
 DH2875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2875!SPC AL W     -   0.99997158  x   1.00000244  =   0.99997402
 DH2875!UTM  16      -   0.99997158  x   0.99960978  =   0.99958137
 DH2875
 DH2875:                Primary Azimuth Mark                     Grid Az
 DH2875:SPC AL W     -  11 41                                    239 43 45.4
 DH2875:UTM  16      -  11 41                                    240 00 06.7
 DH2875
 DH2875|---------------------------------------------------------------------|
 DH2875| PID    Reference Object                     Distance      Geod. Az  |
 DH2875|                                                           dddmmss.s |
 DH2875| DH2874 11 41                               APPROX. 0.5 KM 2400958.5 |
 DH2875|---------------------------------------------------------------------|
 DH2875
 DH2875                          SUPERSEDED SURVEY CONTROL
 DH2875
 DH2875  ELLIP H (09/27/93)  181.09   (m)                       GP(       ) 4 1
 DH2875
 DH2875.Superseded values are not recommended for survey control.
 DH2875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2875.See file dsdata.txt to determine how the superseded data were derived.
 DH2875
 DH2875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2816254865(NAD 83)
 DH2875_MARKER: DD = SURVEY DISK
 DH2875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2875_SP_SET: CONCRETE POST
 DH2875_STAMPING: 11-42 1992
 DH2875_MARK LOGO: ALHD  
 DH2875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2875+STABILITY: SURFACE MOTION
 DH2875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2875+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2875
 DH2875  HISTORY     - Date     Condition        Report By
 DH2875  HISTORY     - 1992     MONUMENTED       ALHD
 DH2875
 DH2875                          STATION DESCRIPTION
 DH2875
 DH2875'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2875'THE STATION IS LOCATED IN CHILTON COUNTY ON PROPERTY OWNED BY
 DH2875'BRIERFIELD LAND AND TIMBER, INC., ABOUT 4.7 MI (7.6 KM)
 DH2875'NORTH-NORTHEAST OF JEMISON AND ABOUT 5.5 MI (8.9 KM)  SOUTHEAST OF
 DH2875'CALERA.
 DH2875'TO REACH THE STATION FROM THE CENTER OF EXIT 219 ON I-65, DRIVE EAST
 DH2875'ON CHILTON COUNTY ROAD NO. 42 FOR 0.5 MI (0.8 KM)  TO A PAVED CROSS
 DH2875'ROAD AT A FOUR WAY STOP WITH CHILTON COUNTY ROAD NO. 51 LEFT AND
 DH2875'RIGHT, TURN LEFT ON CHILTON COUNTY ROAD NO. 51 AND DRIVE NORTHWEST
 DH2875'FOR 1.55 MI (2.49 KM)  TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON
 DH2875'THE GRAVEL ROAD AND DRIVE NORTH FOR 0.10 MI (0.16 KM)  TO A
 DH2875'Y-INTERSECTION, BEAR RIGHT ON A GRAVEL ROAD AND DRIVE NORTHEAST FOR
 DH2875'0.4 MI (0.6 KM)  TO A T-INTERSECTION, TURN LEFT ON A GRAVEL ROAD AND
 DH2875'DRIVE NORTHWEST AND NORTH FOR 0.4 MI (0.6 KM)  TO TWO GRAVEL ROADS ON
 DH2875'THE LEFT, CONTINUE NORTH AND NORTHEAST FOR 0.35 MI (0.56 KM)  TO A
 DH2875'Y-INTERSECTION, BEAR LEFT AND DRIVE NORTHEAST FOR 0.05 MI (0.08 KM)
 DH2875'TO A Y-INTERSECTION, BEAR LEFT AND DRIVE NORTH AND NORTHWEST FOR 1.1
 DH2875'MI (1.8 KM)  TO A Y-INTERSECTION, BEAR LEFT ON A GRAVEL ROAD AND
 DH2875'DRIVE NORTHWEST FOR 0.75 MI (1.21 KM)  TO A LOG ROAD ON THE RIGHT,
 DH2875'TURN RIGHT ON THE LOG ROAD AND DRIVE EAST FOR 0.1 MI (0.2 KM)  TO THE
 DH2875'TOP OF THE HILL AND THE STATION ON THE RIGHT.
 DH2875'THE STATION IS LOCATED NEAR THE HIGHEST POINT OF A HILL, 27.0 FT
 DH2875'(8.2 M)  EAST-SOUTHEAST OF THE CENTER OF THE LOG ROAD, 1.9 FT
 DH2875'(0.6 M)  WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2875'GROUND.
 DH2875'STATION 11-41 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3298 ***********************************************************************
 CN3298  DESIGNATION -  11 43
 CN3298  PID         -  CN3298
 CN3298  STATE/COUNTY-  AL/CHILTON
 CN3298  USGS QUAD   -  LAY DAM (1981)
 CN3298
 CN3298                         *CURRENT SURVEY CONTROL
 CN3298  ___________________________________________________________________
 CN3298* NAD 83(1992)-  32 57 06.51129(N)    086 32 07.21991(W)     ADJUSTED  
 CN3298* NAVD 88     -       112.1    (meters)     368.     (feet)  GPS OBS   
 CN3298  ___________________________________________________________________
 CN3298  X           -     323,766.454 (meters)                     COMP
 CN3298  Y           -  -5,347,661.613 (meters)                     COMP
 CN3298  Z           -   3,449,520.327 (meters)                     COMP
 CN3298  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 CN3298  ELLIP HEIGHT-          83.24  (meters)          (07/29/02) GPS OBS
 CN3298  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN3298
 CN3298  HORZ ORDER  -  FIRST
 CN3298  ELLP ORDER  -  FOURTH    CLASS I
 CN3298
 CN3298.The horizontal coordinates were established by GPS observations
 CN3298.and adjusted by the National Geodetic Survey in September 1993..
 CN3298
 CN3298.The orthometric height was determined by GPS observations and a
 CN3298.high-resolution geoid model.
 CN3298
 CN3298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3298
 CN3298.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3298
 CN3298.The ellipsoidal height was determined by GPS observations
 CN3298.and is referenced to NAD 83.
 CN3298
 CN3298.The geoid height was determined by GEOID03.
 CN3298
 CN3298;                    North         East     Units Scale Factor Converg.
 CN3298;SPC AL W     -   327,681.242   690,195.402   MT  1.00003361   +0 31 29.1
 CN3298;UTM  16      - 3,646,040.264   543,430.485   MT  0.99962326   +0 15 09.9
 CN3298
 CN3298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3298!SPC AL W     -   0.99998693  x   1.00003361  =   1.00002054
 CN3298!UTM  16      -   0.99998693  x   0.99962326  =   0.99961020
 CN3298
 CN3298                          SUPERSEDED SURVEY CONTROL
 CN3298
 CN3298  ELLIP H (09/27/93)   83.28   (m)                       GP(       ) 4 1
 CN3298
 CN3298.Superseded values are not recommended for survey control.
 CN3298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3298.See file dsdata.txt to determine how the superseded data were derived.
 CN3298
 CN3298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4343046040(NAD 83)
 CN3298_MARKER: DD = SURVEY DISK
 CN3298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3298_SP_SET: CONCRETE POST
 CN3298_STAMPING: 11-43 1992
 CN3298_MARK LOGO: ALHD  
 CN3298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3298+STABILITY: SURFACE MOTION
 CN3298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3298+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 CN3298
 CN3298  HISTORY     - Date     Condition        Report By
 CN3298  HISTORY     - 1992     MONUMENTED       ALHD
 CN3298  HISTORY     - 20050901 GOOD             ALDOT
 CN3298
 CN3298                          STATION DESCRIPTION
 CN3298
 CN3298'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3298'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 CN3298'LAY DAM ROAD, ABOUT 9.35 MI (15.05 KM)  NORTHEAST OF CLANTON AND
 CN3298'ABOUT 11.95 MI (19.23 KM)  EAST OF JEMISON.
 CN3298'TO REACH THE STATION FROM EXIT 212 ON I-65 (MILE POST 3.70 ON ALA 145)
 CN3298'IN CLANTON, DRIVE NORTH ON ALA 145 FOR 1.75 MI (2.82 KM)  TO MILE POST
 CN3298'5.45 AND CHILTON COUNTY ROAD NO. 55 ON THE RIGHT, TURN RIGHT ON
 CN3298'CHILTON COUNTY ROAD NO. 55 AND DRIVE NORTHEAST FOR 4.20 MI (6.76 KM)
 CN3298'TO A Y-INTERSECTION WITH CHILTON COUNTY ROAD NO. 55 RIGHT AND THE ROAD
 CN3298'TO LAY DAM ON THE LEFT, BEAR LEFT ON THE ROAD TO LAY DAM AND DRIVE
 CN3298'NORTHEAST FOR 1.75 MI (2.82 KM)  TO THE STATION ON THE RIGHT.
 CN3298'THE STATION IS 3.0 FT (0.9 M)  WEST-NORTHWEST OF AN EIGHT STRAND
 CN3298'BARBED WIRE FENCE ON RED TOP, STEEL POSTS AND OLD WOOD POSTS, 36.0 FT
 CN3298'(11.0 M)  EAST-SOUTHEAST OF THE CENTERLINE OF LAY DAM ROAD, 106.0 FT
 CN3298'(32.3 M) SOUTHWEST OF A POWER POLE IN THE PASTURE, 120.5 FT (36.7 M)
 CN3298'SOUTH OF THE SOUTHWEST CORNER OF THE WEST HEADWALL OF A 36-INCH
 CN3298'CORREGATED METAL PIPE UNDER LAY DAM ROAD, 2.9 FT (0.9 M)
 CN3298'WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3298'GROUND.
 CN3298'STATION 11-44 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3298
 CN3298                          STATION RECOVERY (2005)
 CN3298
 CN3298'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3298'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3299 ***********************************************************************
 CN3299  DESIGNATION -  11 44
 CN3299  PID         -  CN3299
 CN3299  STATE/COUNTY-  AL/CHILTON
 CN3299  USGS QUAD   -  LAY DAM (1981)
 CN3299
 CN3299                         *CURRENT SURVEY CONTROL
 CN3299  ___________________________________________________________________
 CN3299* NAD 83(1992)-  32 57 28.45568(N)    086 31 54.94740(W)     ADJUSTED  
 CN3299* NAVD 88     -       111.2    (meters)     365.     (feet)  GPS OBS   
 CN3299  ___________________________________________________________________
 CN3299  X           -     324,062.339 (meters)                     COMP
 CN3299  Y           -  -5,347,274.475 (meters)                     COMP
 CN3299  Z           -   3,450,087.081 (meters)                     COMP
 CN3299  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CN3299  ELLIP HEIGHT-          82.30  (meters)          (07/29/02) GPS OBS
 CN3299  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN3299
 CN3299  HORZ ORDER  -  FIRST
 CN3299  ELLP ORDER  -  FOURTH    CLASS I
 CN3299
 CN3299.The horizontal coordinates were established by GPS observations
 CN3299.and adjusted by the National Geodetic Survey in September 1993..
 CN3299
 CN3299.The orthometric height was determined by GPS observations and a
 CN3299.high-resolution geoid model.
 CN3299
 CN3299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3299
 CN3299.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3299
 CN3299.The ellipsoidal height was determined by GPS observations
 CN3299.and is referenced to NAD 83.
 CN3299
 CN3299.The geoid height was determined by GEOID03.
 CN3299
 CN3299;                    North         East     Units Scale Factor Converg.
 CN3299;SPC AL W     -   328,360.192   690,507.944   MT  1.00003430   +0 31 36.1
 CN3299;UTM  16      - 3,646,717.445   543,746.117   MT  0.99962360   +0 15 16.7
 CN3299
 CN3299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3299!SPC AL W     -   0.99998708  x   1.00003430  =   1.00002138
 CN3299!UTM  16      -   0.99998708  x   0.99962360  =   0.99961068
 CN3299
 CN3299                          SUPERSEDED SURVEY CONTROL
 CN3299
 CN3299  ELLIP H (09/27/93)   82.34   (m)                       GP(       ) 4 1
 CN3299
 CN3299.Superseded values are not recommended for survey control.
 CN3299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3299.See file dsdata.txt to determine how the superseded data were derived.
 CN3299
 CN3299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4374646717(NAD 83)
 CN3299_MARKER: DD = SURVEY DISK
 CN3299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3299_SP_SET: CONCRETE POST
 CN3299_STAMPING: 11+44 1992
 CN3299_MARK LOGO: ALHD  
 CN3299_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3299+STABILITY: SURFACE MOTION
 CN3299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3299+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 CN3299
 CN3299  HISTORY     - Date     Condition        Report By
 CN3299  HISTORY     - 1992     MONUMENTED       ALHD
 CN3299  HISTORY     - 20050901 GOOD             ALDOT
 CN3299
 CN3299                          STATION DESCRIPTION
 CN3299
 CN3299'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3299'THE STATION IS LOCATED IN CHILTON COUNTY ON THE EAST RIGHT OF WAY OF
 CN3299'LAY DAM ROAD, ABOUT 9.80 MI (15.77 KM)  NORTHEAST OF CLANTON AND
 CN3299'ABOUT 12.10 MI (19.47 KM)  EAST OF JEMISON.
 CN3299'TO REACH THE STATION FROM EXIT 212 ON I-65 (MILE POST 3.70 ON ALA 145)
 CN3299'IN CLANTON, DRIVE NORTH ON ALA 145 FOR 1.75 MI (2.82 KM)  TO MILE POST
 CN3299'5.45 AND CHILTON COUNTY ROAD NO. 55 ON THE RIGHT, TURN RIGHT ON
 CN3299'CHILTON COUNTY ROAD NO. 55 AND DRIVE NORTHEAST FOR 4.20 MI (6.76 KM)
 CN3299'TO A Y-INTERSECTION WITH CHILTON COUNTY ROAD NO. 55 RIGHT AND THE ROAD
 CN3299'TO LAY DAM ON THE LEFT, BEAR LEFT ON THE ROAD TO LAY DAM AND DRIVE
 CN3299'NORTHEAST FOR 2.20 MI (3.54 KM)  TO THE STATION ON THE LEFT.
 CN3299'THE STATION IS 3.0 FT (0.9 M)  EAST-SOUTHEAST OF A FOUR STRAND BARBED
 CN3299'WIRE FENCE ON RED TOP, GREEN STEEL POSTS, 34.8 FT (10.6 M)
 CN3299'NORTH-NORTHEAST OF A CROSS TIE POST IN THE FENCE LINE, 39.6 FT
 CN3299'(12.1 M)  WEST-NORTHWEST OF THE CENTERLINE OF LAY DAM ROAD, 73.6 FT
 CN3299'(22.4 M) NORTH-NORTHEAST OF A CONCRETE RIGHT OF WAY MARKER, 113.7 FT
 CN3299'(34.7 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 106 ACROSS THE
 CN3299'ROAD, 3.0 FT (0.9 M)  EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND
 CN3299'SET FLUSH WITH THE GROUND.  THE STATION NAME IS STAMPED WITH A PLUS
 CN3299'(+) VERSUS THE STANDARD DASH (-) BETWEEN THE COUNTY NUMBER AND
 CN3299'STATION NUMBER.
 CN3299'STATION 11-43 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3299
 CN3299                          STATION RECOVERY (2005)
 CN3299
 CN3299'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3299'RIGHT OF WAY MONUMENT CALLED FOR IS NO LONGER THERE, REST OF
 CN3299'DESCRIPTION IS OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3160 ***********************************************************************
 CN3160  DESIGNATION -  11 5
 CN3160  PID         -  CN3160
 CN3160  STATE/COUNTY-  AL/CHILTON
 CN3160  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN3160
 CN3160                         *CURRENT SURVEY CONTROL
 CN3160  ___________________________________________________________________
 CN3160* NAD 83(1992)-  32 49 45.46065(N)    086 52 50.52096(W)     ADJUSTED  
 CN3160* NAVD 88     -       122.7    (meters)     403.     (feet)  VERTCON   
 CN3160  ___________________________________________________________________
 CN3160  X           -     291,928.681 (meters)                     COMP
 CN3160  Y           -  -5,356,892.352 (meters)                     COMP
 CN3160  Z           -   3,438,116.685 (meters)                     COMP
 CN3160  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 CN3160  ELLIP HEIGHT-          93.82  (meters)          (07/29/02) GPS OBS
 CN3160  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CN3160
 CN3160  HORZ ORDER  -  FIRST
 CN3160  ELLP ORDER  -  FOURTH    CLASS I
 CN3160
 CN3160.The horizontal coordinates were established by GPS observations
 CN3160.and adjusted by the National Geodetic Survey in December 1992..
 CN3160
 CN3160.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3160
 CN3160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3160
 CN3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3160
 CN3160.The ellipsoidal height was determined by GPS observations
 CN3160.and is referenced to NAD 83.
 CN3160
 CN3160.The geoid height was determined by GEOID03.
 CN3160
 CN3160;                    North         East     Units Scale Factor Converg.
 CN3160;SPC AL W     -   313,851.895   657,983.348   MT  0.99997477   +0 20 08.7
 CN3160;UTM  16      - 3,632,369.091   511,165.899   MT  0.99960154   +0 03 52.8
 CN3160
 CN3160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3160!SPC AL W     -   0.99998527  x   0.99997477  =   0.99996004
 CN3160!UTM  16      -   0.99998527  x   0.99960154  =   0.99958682
 CN3160
 CN3160                          SUPERSEDED SURVEY CONTROL
 CN3160
 CN3160  ELLIP H (12/04/92)   93.87   (m)                       GP(       ) 4 1
 CN3160  NAD 83(1986)-  32 49 45.46936(N)    086 52 50.52565(W) AD(       ) 1
 CN3160  NGVD 29 (12/04/92)  122.6    (m)          402.     (f) GPS OBS        
 CN3160
 CN3160.Superseded values are not recommended for survey control.
 CN3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3160.See file dsdata.txt to determine how the superseded data were derived.
 CN3160
 CN3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1116632369(NAD 83)
 CN3160_MARKER: DD = SURVEY DISK
 CN3160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3160_SP_SET: CONCRETE POST
 CN3160_STAMPING: 11-5 1991
 CN3160_MARK LOGO: ALHD  
 CN3160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3160+STABILITY: SURFACE MOTION
 CN3160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3160+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3160
 CN3160  HISTORY     - Date     Condition        Report By
 CN3160  HISTORY     - 1991     MONUMENTED       ALHD
 CN3160
 CN3160                          STATION DESCRIPTION
 CN3160
 CN3160'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3160'THE STATION IS LOCATED IN CHILTON COUNTY ON THE WEST RIGHT OF WAY OF
 CN3160'ALA 139, ABOUT 4.51 KM (2.80 MI) NORTH OF MAPLESVILLE AND ABOUT 26.72
 CN3160'KM (16.60 MI) EAST-SOUTHEAST OF CENTREVILLE.
 CN3160'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 139 (MILE
 CN3160'POST 0 ON ALA 139) IN MAPLESVILLE, DRIVE NORTH ON ALA 139 FOR 4.83 KM
 CN3160'(3.00 MI) TO MILE POST 3.00 AND THE STATION ON THE LEFT.
 CN3160'THE STATION IS 0.85 M (2.79 FT) WEST OF A STEEL POST FOR A BARRIER
 CN3160'LINE MARKER, 10.18 M (33.40 FT) WEST OF THE CENTERLINE OF ALA 139,
 CN3160'AND 18.75 M (61.52 FT) SOUTHWEST OF MILE POST 3 ACROSS ALA 139.
 CN3160'STATION 4-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3161 ***********************************************************************
 CN3161  DESIGNATION -  11 6
 CN3161  PID         -  CN3161
 CN3161  STATE/COUNTY-  AL/CHILTON
 CN3161  USGS QUAD   -  CLANTON WEST (1972)
 CN3161
 CN3161                         *CURRENT SURVEY CONTROL
 CN3161  ___________________________________________________________________
 CN3161* NAD 83(1992)-  32 49 22.19118(N)    086 43 40.45887(W)     ADJUSTED  
 CN3161* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 CN3161  ___________________________________________________________________
 CN3161  X           -     306,238.076 (meters)                     COMP
 CN3161  Y           -  -5,356,528.861 (meters)                     COMP
 CN3161  Z           -   3,437,544.088 (meters)                     COMP
 CN3161  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CN3161  ELLIP HEIGHT-         148.77  (meters)          (07/29/02) GPS OBS
 CN3161  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CN3161
 CN3161  HORZ ORDER  -  FIRST
 CN3161  ELLP ORDER  -  FOURTH    CLASS I
 CN3161
 CN3161.The horizontal coordinates were established by GPS observations
 CN3161.and adjusted by the National Geodetic Survey in December 1992..
 CN3161
 CN3161.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3161
 CN3161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3161
 CN3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3161
 CN3161.The ellipsoidal height was determined by GPS observations
 CN3161.and is referenced to NAD 83.
 CN3161
 CN3161.The geoid height was determined by GEOID03.
 CN3161
 CN3161;                    North         East     Units Scale Factor Converg.
 CN3161;SPC AL W     -   313,229.257   672,294.691   MT  0.99999776   +0 25 06.7
 CN3161;UTM  16      - 3,631,679.018   525,468.677   MT  0.99960800   +0 08 51.0
 CN3161
 CN3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3161!SPC AL W     -   0.99997664  x   0.99999776  =   0.99997440
 CN3161!UTM  16      -   0.99997664  x   0.99960800  =   0.99958465
 CN3161
 CN3161|---------------------------------------------------------------------|
 CN3161| PID    Reference Object                     Distance      Geod. Az  |
 CN3161|                                                           dddmmss.s |
 CN3161| CN3162 11 7                                336.571 METERS 32715     |
 CN3161|---------------------------------------------------------------------|
 CN3161
 CN3161                          SUPERSEDED SURVEY CONTROL
 CN3161
 CN3161  ELLIP H (12/04/92)  148.82   (m)                       GP(       ) 4 1
 CN3161  NAD 83(1986)-  32 49 22.20006(N)    086 43 40.46376(W) AD(       ) 1
 CN3161  NGVD 29 (12/04/92)  177.4    (m)          582.     (f) GPS OBS        
 CN3161
 CN3161.Superseded values are not recommended for survey control.
 CN3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3161.See file dsdata.txt to determine how the superseded data were derived.
 CN3161
 CN3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2546931679(NAD 83)
 CN3161_MARKER: DD = SURVEY DISK
 CN3161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3161_SP_SET: CONCRETE POST
 CN3161_STAMPING: 11-6 1991
 CN3161_MARK LOGO: ALHD  
 CN3161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3161+STABILITY: SURFACE MOTION
 CN3161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3161+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3161
 CN3161  HISTORY     - Date     Condition        Report By
 CN3161  HISTORY     - 1991     MONUMENTED       ALHD
 CN3161
 CN3161                          STATION DESCRIPTION
 CN3161
 CN3161'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3161'THE STATION IS LOCATED IN CHILTON COUNTY ON PROPERTY OWNED BY MR.
 CN3161'JIMMY HILLYER, ABOUT 9.17 KM (5.70 MI) WEST-SOUTHWEST OF CLANTON AND
 CN3161'ABOUT 13.68 KM (8.50 MI) EAST-NORTHEAST OF MAPLESVILLE.
 CN3161'TO REACH THE STATION FROM THE JUNCTION OF U. S. 31 AND ALA 22 (MILE
 CN3161'POST 68.15 ON ALA 22) IN CLANTON, DRIVE WEST ON ALA 22 FOR 9.33 KM
 CN3161'(5.80 MI) TO MILE POST 62.35 AND A WOODS ROAD ON THE LEFT, TURN LEFT
 CN3161'ON THE WOODS ROAD AND DRIVE SOUTH UP A HILL FOR 0.40 KM (0.25 MI) TO
 CN3161'A GRADED AREA ON TOP OF THE HILL AND THE STATION WEST OF THE GRADED
 CN3161'AREA.
 CN3161'THE STATION IS LOCATED ON THE WEST END OF THE FIRST HILL SOUTH OF ALA
 CN3161'22, AND 12.50 M (41.01 FT) WEST-SOUTHWEST OF THE WEST EDGE OF THE
 CN3161'GRADED AREA.
 CN3161'STATION 11-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3162 ***********************************************************************
 CN3162  DESIGNATION -  11 7
 CN3162  PID         -  CN3162
 CN3162  STATE/COUNTY-  AL/CHILTON
 CN3162  USGS QUAD   -  CLANTON WEST (1972)
 CN3162
 CN3162                         *CURRENT SURVEY CONTROL
 CN3162  ___________________________________________________________________
 CN3162* NAD 83(1992)-  32 49 31.38077(N)    086 43 47.45751(W)     ADJUSTED  
 CN3162* NAVD 88     -       148.7    (meters)     488.     (feet)  VERTCON   
 CN3162  ___________________________________________________________________
 CN3162  X           -     306,046.194 (meters)                     COMP
 CN3162  Y           -  -5,356,361.904 (meters)                     COMP
 CN3162  Z           -   3,437,766.393 (meters)                     COMP
 CN3162  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CN3162  ELLIP HEIGHT-         120.00  (meters)          (07/29/02) GPS OBS
 CN3162  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN3162
 CN3162  HORZ ORDER  -  FIRST
 CN3162  ELLP ORDER  -  FOURTH    CLASS I
 CN3162
 CN3162.The horizontal coordinates were established by GPS observations
 CN3162.and adjusted by the National Geodetic Survey in December 1992..
 CN3162
 CN3162.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3162
 CN3162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3162
 CN3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3162
 CN3162.The ellipsoidal height was determined by GPS observations
 CN3162.and is referenced to NAD 83.
 CN3162
 CN3162.The geoid height was determined by GEOID03.
 CN3162
 CN3162;                    North         East     Units Scale Factor Converg.
 CN3162;SPC AL W     -   313,511.014   672,110.592   MT  0.99999743   +0 25 03.0
 CN3162;UTM  16      - 3,631,961.533   525,285.985   MT  0.99960788   +0 08 47.2
 CN3162
 CN3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3162!SPC AL W     -   0.99998116  x   0.99999743  =   0.99997859
 CN3162!UTM  16      -   0.99998116  x   0.99960788  =   0.99958905
 CN3162
 CN3162|---------------------------------------------------------------------|
 CN3162| PID    Reference Object                     Distance      Geod. Az  |
 CN3162|                                                           dddmmss.s |
 CN3162| CN3161 11 6                                336.571 METERS 14715     |
 CN3162|---------------------------------------------------------------------|
 CN3162
 CN3162                          SUPERSEDED SURVEY CONTROL
 CN3162
 CN3162  ELLIP H (12/04/92)  120.05   (m)                       GP(       ) 4 1
 CN3162  NAD 83(1986)-  32 49 31.38965(N)    086 43 47.46240(W) AD(       ) 1
 CN3162  NGVD 29 (12/04/92)  148.7    (m)          488.     (f) GPS OBS        
 CN3162
 CN3162.Superseded values are not recommended for survey control.
 CN3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3162.See file dsdata.txt to determine how the superseded data were derived.
 CN3162
 CN3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2528631962(NAD 83)
 CN3162_MARKER: DD = SURVEY DISK
 CN3162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3162_SP_SET: CONCRETE POST
 CN3162_STAMPING: 11-7 1991
 CN3162_MARK LOGO: ALHD  
 CN3162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3162+STABILITY: SURFACE MOTION
 CN3162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3162+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3162
 CN3162  HISTORY     - Date     Condition        Report By
 CN3162  HISTORY     - 1991     MONUMENTED       ALHD
 CN3162
 CN3162                          STATION DESCRIPTION
 CN3162
 CN3162'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3162'THE STATION IS LOCATED IN CHILTON COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CN3162'OF ALA 22, ABOUT 9.17 KM (5.70 MI) WEST-SOUTHWEST OF CLANTON AND
 CN3162'ABOUT 13.60 KM (8.45 MI) EAST-NORTHEAST OF MAPLESVILLE.
 CN3162'TO REACH THE STATION FROM THE JUNCTION OF U. S. 31 AND ALA 22 (MILE
 CN3162'POST 68.15 ON ALA 22) IN CLANTON, DRIVE WEST ON ALA 22 FOR 9.41 KM
 CN3162'(5.85 MI) TO MILE POST 62.30 AND THE STATION ON THE LEFT.
 CN3162'THE STATION IS 10.88 M (35.70 FT) SOUTHEAST OF THE CENTERLINE OF ALA
 CN3162'22, 20.45 M (67.09 FT) SOUTHWEST OF AN ANGLE POWER POLE, AND 51.79 M
 CN3162'(169.91 FT) NORTHEAST OF A TELEPHONE CABLE PEDESTAL.
 CN3162'STATION 11-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3300 ***********************************************************************
 CN3300  DESIGNATION -  11 8
 CN3300  PID         -  CN3300
 CN3300  STATE/COUNTY-  AL/CHILTON
 CN3300  USGS QUAD   -  PLANTERSVILLE (1982)
 CN3300
 CN3300                         *CURRENT SURVEY CONTROL
 CN3300  ___________________________________________________________________
 CN3300* NAD 83(1992)-  32 42 56.76622(N)    086 57 37.43598(W)     ADJUSTED  
 CN3300* NAVD 88     -       153.0    (meters)     502.     (feet)  GPS OBS   
 CN3300  ___________________________________________________________________
 CN3300  X           -     284,839.690 (meters)                     COMP
 CN3300  Y           -  -5,364,124.461 (meters)                     COMP
 CN3300  Z           -   3,427,546.918 (meters)                     COMP
 CN3300  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CN3300  ELLIP HEIGHT-         124.31  (meters)          (07/29/02) GPS OBS
 CN3300  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CN3300
 CN3300  HORZ ORDER  -  FIRST
 CN3300  ELLP ORDER  -  FOURTH    CLASS I
 CN3300
 CN3300.The horizontal coordinates were established by GPS observations
 CN3300.and adjusted by the National Geodetic Survey in September 1993..
 CN3300
 CN3300.The orthometric height was determined by GPS observations and a
 CN3300.high-resolution geoid model.
 CN3300
 CN3300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3300
 CN3300.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3300
 CN3300.The ellipsoidal height was determined by GPS observations
 CN3300.and is referenced to NAD 83.
 CN3300
 CN3300.The geoid height was determined by GEOID03.
 CN3300
 CN3300;                    North         East     Units Scale Factor Converg.
 CN3300;SPC AL W     -   301,221.481   650,585.467   MT  0.99996487   +0 17 29.9
 CN3300;UTM  16      - 3,619,778.411   503,711.187   MT  0.99960017   +0 01 17.1
 CN3300
 CN3300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3300!SPC AL W     -   0.99998048  x   0.99996487  =   0.99994535
 CN3300!UTM  16      -   0.99998048  x   0.99960017  =   0.99958066
 CN3300
 CN3300:                Primary Azimuth Mark                     Grid Az
 CN3300:SPC AL W     -  11 9                                     005 54 46.2
 CN3300:UTM  16      -  11 9                                     006 10 59.0
 CN3300
 CN3300|---------------------------------------------------------------------|
 CN3300| PID    Reference Object                     Distance      Geod. Az  |
 CN3300|                                                           dddmmss.s |
 CN3300| CN3301 11 9                                442.508 METERS 0061216.1 |
 CN3300|---------------------------------------------------------------------|
 CN3300
 CN3300                          SUPERSEDED SURVEY CONTROL
 CN3300
 CN3300  ELLIP H (09/27/93)  124.34   (m)                       GP(       ) 4 1
 CN3300
 CN3300.Superseded values are not recommended for survey control.
 CN3300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3300.See file dsdata.txt to determine how the superseded data were derived.
 CN3300
 CN3300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0371119778(NAD 83)
 CN3300_MARKER: DD = SURVEY DISK
 CN3300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3300_SP_SET: CONCRETE POST
 CN3300_STAMPING: 11-8 1992
 CN3300_MARK LOGO: ALHD  
 CN3300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3300+STABILITY: SURFACE MOTION
 CN3300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3300+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3300
 CN3300  HISTORY     - Date     Condition        Report By
 CN3300  HISTORY     - 1992     MONUMENTED       ALHD
 CN3300
 CN3300                          STATION DESCRIPTION
 CN3300
 CN3300'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3300'THE STATION IS LOCATED IN CHILTON COUNTY ON PROPERTY OWNED BY THE U.S.
 CN3300'FOREST SERVICE. ABOUT 7.15 MI (11.51 KM) SOUTHWEST OF MAPLESVILLE AND
 CN3300'ABOUT 14.45 MI (23.25 KM) WEST-NORTHWEST OF BILLINGSLEY.
 CN3300'TO REACH THE STATION FROM THE CENTER OF THE ALA 22 OVERPASS OVER U.S.
 CN3300'82 (MILE POST 51.65 ON ALA 22) IN MAPLESVILLE, DRIVE SOUTHWEST ON ALA
 CN3300'22 FOR 3.55 MI (5.71 KM) TO MILE POST 48.10 AND A PAVED COUNTY ROAD
 CN3300'LEFT AND RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST
 CN3300'FOR 0.20 MI (0.32 KM) TO THE END OF PAVEMENT, CONTINUE WEST AND
 CN3300'SOUTHWEST FOR 0.20 MI (0.32 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN
 CN3300'RIGHT ON THE GRAVEL ROAD (FOREST ROAD NO. 426) AND DRIVE NORTHWEST
 CN3300'FOR 2.25 MI (3.62 KM) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE
 CN3300'GRAVEL ROAD (FOREST ROAD NO. 421) AND DRIVE SOUTHWEST AND WEST FOR
 CN3300'1.25 MI (2.01 KM) TO A WOODS ROAD ON THE LEFT AT A HUNTER CAMP SIGN,
 CN3300'TURN LEFT ON THE WOODS ROAD AND DRIVE SOUTH FOR 1.05 MI (1.69 KM) TO
 CN3300'A Y-INTERSECTION, BEAR LEFT AND DRIVE SOUTHEAST FOR 0.10 MI
 CN3300'(0.16 KM) TO THE END OF THE ROAD AND THE STATION.
 CN3300'THE STATION IS LOCATED NEAR THE SOUTHEAST END OF A LOW RIDGE, 57.0 FT
 CN3300'(17.4 M) SOUTHEAST OF THE SOUTHEAST END OF THE WOODS ROAD, 1.6 FT
 CN3300'(0.5 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3300'WITH THE GROUND.
 CN3300'STATION 11-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3301 ***********************************************************************
 CN3301  DESIGNATION -  11 9
 CN3301  PID         -  CN3301
 CN3301  STATE/COUNTY-  AL/CHILTON
 CN3301  USGS QUAD   -  PLANTERSVILLE (1982)
 CN3301
 CN3301                         *CURRENT SURVEY CONTROL
 CN3301  ___________________________________________________________________
 CN3301* NAD 83(1992)-  32 43 11.04669(N)    086 57 35.59946(W)     ADJUSTED  
 CN3301* NAVD 88     -       181.9    (meters)     597.     (feet)  GPS OBS   
 CN3301  ___________________________________________________________________
 CN3301  X           -     284,876.127 (meters)                     COMP
 CN3301  Y           -  -5,363,908.710 (meters)                     COMP
 CN3301  Z           -   3,427,932.634 (meters)                     COMP
 CN3301  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CN3301  ELLIP HEIGHT-         153.15  (meters)          (07/29/02) GPS OBS
 CN3301  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CN3301
 CN3301  HORZ ORDER  -  FIRST
 CN3301  ELLP ORDER  -  FOURTH    CLASS I
 CN3301
 CN3301.The horizontal coordinates were established by GPS observations
 CN3301.and adjusted by the National Geodetic Survey in September 1993..
 CN3301
 CN3301.The orthometric height was determined by GPS observations and a
 CN3301.high-resolution geoid model.
 CN3301
 CN3301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3301
 CN3301.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3301
 CN3301.The ellipsoidal height was determined by GPS observations
 CN3301.and is referenced to NAD 83.
 CN3301
 CN3301.The geoid height was determined by GEOID03.
 CN3301
 CN3301;                    North         East     Units Scale Factor Converg.
 CN3301;SPC AL W     -   301,661.619   650,631.050   MT  0.99996493   +0 17 31.0
 CN3301;UTM  16      - 3,620,218.169   503,758.829   MT  0.99960017   +0 01 18.1
 CN3301
 CN3301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3301!SPC AL W     -   0.99997596  x   0.99996493  =   0.99994089
 CN3301!UTM  16      -   0.99997596  x   0.99960017  =   0.99957613
 CN3301
 CN3301:                Primary Azimuth Mark                     Grid Az
 CN3301:SPC AL W     -  11 8                                     185 54 46.0
 CN3301:UTM  16      -  11 8                                     186 10 58.9
 CN3301
 CN3301|---------------------------------------------------------------------|
 CN3301| PID    Reference Object                     Distance      Geod. Az  |
 CN3301|                                                           dddmmss.s |
 CN3301| CN3300 11 8                                442.508 METERS 1861217.0 |
 CN3301|---------------------------------------------------------------------|
 CN3301
 CN3301                          SUPERSEDED SURVEY CONTROL
 CN3301
 CN3301  ELLIP H (09/27/93)  153.19   (m)                       GP(       ) 4 1
 CN3301
 CN3301.Superseded values are not recommended for survey control.
 CN3301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3301.See file dsdata.txt to determine how the superseded data were derived.
 CN3301
 CN3301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0375920218(NAD 83)
 CN3301_MARKER: DD = SURVEY DISK
 CN3301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3301_SP_SET: CONCRETE POST
 CN3301_STAMPING: 11-9 1992
 CN3301_MARK LOGO: ALHD  
 CN3301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3301+STABILITY: SURFACE MOTION
 CN3301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3301+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3301
 CN3301  HISTORY     - Date     Condition        Report By
 CN3301  HISTORY     - 1992     MONUMENTED       ALHD
 CN3301
 CN3301                          STATION DESCRIPTION
 CN3301
 CN3301'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3301'THE STATION IS LOCATED IN CHILTON COUNTY ON PROPERTY OWNED BY THE U.
 CN3301'S. FOREST SERVICE. ABOUT 7.00 MI (11.27 KM) SOUTHWEST OF MAPLESVILLE
 CN3301'AND ABOUT 14.50 MI (23.33 KM) WEST - NORTHWEST OF BILLINGSLEY.
 CN3301'TO REACH THE STATION FROM THE CENTER OF THE ALA 22 OVERPASS OVER U. S.
 CN3301'82 (MILE POST 51.65 ON ALA 22) IN MAPLESVILLE, DRIVE SOUTHWEST ON ALA
 CN3301'22 3.55 MI (5.71 KM) TO MILE POST 48.10 AND A PAVED COUNTY ROAD LEFT
 CN3301'AND RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST 0.20 MI
 CN3301'(0.32 KM) TO THE END OF PAVEMENT, CONTINUE WEST AND SOUTHWEST 0.20 MI
 CN3301'(0.32 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL
 CN3301'ROAD (FOREST ROAD NO. 426) AND DRIVE NORTHWEST 2.25 MI (3.62 KM) TO A
 CN3301'GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD (FOREST ROAD
 CN3301'NO. 421) AND DRIVE SOUTHWEST AND WEST 1.25 MI (2.01 KM) TO A WOODS
 CN3301'ROAD ON THE LEFT AT A HUNTER CAMP SIGN, TURN LEFT ON THE WOODS ROAD
 CN3301'AND DRIVE SOUTH 0.90 MI (1.45 KM) TO A GRAVEL TURN OUT, PARK HERE AND
 CN3301'PACK NORTHEAST APPROXIMATELY 165 YARDS TO THE TOP OF THE HILL AND THE
 CN3301'STATION.
 CN3301'THE STATION IS LOCATED ON TOP OF A HIGH RIDGE ON THE WEST AND HIGHEST
 CN3301'ONE OF TWO PEAKS, 1.7 FT (0.5 M) SOUTH - SOUTHWEST OF A CARSONITE
 CN3301'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3301'STATION 11 - 8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0860 ***********************************************************************
 EF0860  DESIGNATION -  11 D
 EF0860  PID         -  EF0860
 EF0860  STATE/COUNTY-  AL/WINSTON
 EF0860  USGS QUAD   -  HOUSTON (1981)
 EF0860
 EF0860                         *CURRENT SURVEY CONTROL
 EF0860  ___________________________________________________________________
 EF0860* NAD 83(1992)-  34 14 27.15260(N)    087 18 06.36680(W)     ADJUSTED  
 EF0860* NAVD 88     -       267.450  (meters)     877.46   (feet)  ADJUSTED  
 EF0860  ___________________________________________________________________
 EF0860  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 EF0860  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 EF0860  DYNAMIC HT  -         267.188 (meters)     876.60  (feet)  COMP
 EF0860  MODELED GRAV-     979,645.4   (mgal)                       NAVD 88
 EF0860
 EF0860  HORZ ORDER  -  SECOND
 EF0860  VERT ORDER  -  SECOND    CLASS 0
 EF0860
 EF0860.The horizontal coordinates were established by classical geodetic methods
 EF0860.and adjusted by the National Geodetic Survey in December 1992..
 EF0860
 EF0860.The orthometric height was determined by differential leveling
 EF0860.and adjusted by the National Geodetic Survey in June 1991..
 EF0860
 EF0860.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF0860
 EF0860.The geoid height was determined by GEOID03.
 EF0860
 EF0860.The dynamic height is computed by dividing the NAVD 88
 EF0860.geopotential number by the normal gravity value computed on the
 EF0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0860.degrees latitude (g = 980.6199 gals.).
 EF0860
 EF0860.The modeled gravity was interpolated from observed gravity values.
 EF0860
 EF0860;                    North         East     Units Scale Factor Converg.
 EF0860;SPC AL W     -   470,253.502   618,260.512   MT  0.99993744   +0 06 41.5
 EF0860;UTM  16      - 3,788,905.501   472,211.187   MT  0.99960952   -0 10 11.3
 EF0860
 EF0860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF0860!SPC AL W     -   0.99996220  x   0.99993744  =   0.99989964
 EF0860!UTM  16      -   0.99996220  x   0.99960952  =   0.99957173
 EF0860
 EF0860                          SUPERSEDED SURVEY CONTROL
 EF0860
 EF0860  NAD 83(1986)-  34 14 27.16217(N)    087 18 06.36372(W) AD(       ) 2
 EF0860  NAD 27      -  34 14 26.79100(N)    087 18 06.30400(W) AD(       ) 2
 EF0860  NGVD 29 (??/??/92)  267.419  (m)          877.36   (f) ADJ UNCH    2 0
 EF0860
 EF0860.Superseded values are not recommended for survey control.
 EF0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0860.See file dsdata.txt to determine how the superseded data were derived.
 EF0860
 EF0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7221188906(NAD 83)
 EF0860_MARKER: DD = SURVEY DISK
 EF0860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0860_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0860_STAMPING: TT STA 11 D 1929
 EF0860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0860+STABILITY: SURFACE MOTION
 EF0860
 EF0860  HISTORY     - Date     Condition        Report By
 EF0860  HISTORY     - 1939     MONUMENTED       CGS
 EF0860  HISTORY     - 1934     GOOD             NGS
 EF0860
 EF0860                          STATION DESCRIPTION
 EF0860
 EF0860'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 EF0860'THIS STATION IS APPROXIMATELY 7.75 MILES NE OF DOUBLE SPRINGS, AND
 EF0860'18.75 MILES AIRLINE E OF HALEYVILLE, IN THE NW 1/4 OF SEC. 29, T 9
 EF0860'S, R 7 W.  THE MARK IS NE OF MORELAND, ON THE EDGE OF THE DITCH BANK
 EF0860'AT THE INTERSECTION OF THE T-ROAD TO THE E, 10 FEET E OF THE CENTER
 EF0860'LINE OF THE ROAD.  THE SCHOOLHOUSE MENTIONED IN THE ORIGINAL
 EF0860'DESCRIPTION HAS BURNED SO IT WAS IMPOSSIBLE TO CHECK THE OLD
 EF0860'MEASUREMENTS.  THE MARK ITSELF IS IN GOOD CONDITION, BUT THE
 EF0860'EROSION ALONG THE DITCH WILL SOON WASH THE GROUND AWAY FROM THE BASE
 EF0860'OF THE MARK.  STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 EF0860'
 EF0860'TO REACH THE STATION FROM HALEYVILLE, GO E ON ROUTE 5 FROM THE
 EF0860'BAPTIST CHURCH FOR 9.0 MILES TO THE NATIONAL FOREST INN AND THE
 EF0860'T-ROAD L, TURN L ON THE GRAVEL T-ROAD AND GO 1.25 MILES TO A T-ROAD
 EF0860'R, TURN R AND FOLLOW THE GRAVEL ROAD FOR 11.15 MILES TO ITS
 EF0860'JUNCTION WITH ANOTHER GRAVEL ROAD, TURN SHARP R AND GO 6.15 MILES
 EF0860'TO THE SITE OF THE MORELAND SCHOOL AND THE T-ROAD L, THE
 EF0860'STATION IS IN THE NE CORNER OF INTERSECTION.
 EF0860
 EF0860                          STATION RECOVERY (1934)
 EF0860
 EF0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF0860'18.4 MI S FROM MOULTON.
 EF0860'IN WINSTON COUNTY, 18.4 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE
 EF0860'TOWN SQUARE AT MOULTON, LAWRENCE COUNTY, 50 FEET NORTHEAST OF A SCHOOL
 EF0860'BUILDING, 30 FEET NORTH OF A 20-INCH OAK TREE, AND 20 FEET EAST OF THE
 EF0860'CENTERLINE OF THE HIGHWAY.  A UNITED STATES GEOLOGICAL SURVEY STANDARD
 EF0860'DISK, STAMPED TT STA 11 D 1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1703 ***********************************************************************
 BU1703  DESIGNATION -  110+04
 BU1703  PID         -  BU1703
 BU1703  STATE/COUNTY-  AL/CLARKE
 BU1703  USGS QUAD   -  THOMASVILLE (1986)
 BU1703
 BU1703                         *CURRENT SURVEY CONTROL
 BU1703  ___________________________________________________________________
 BU1703* NAD 83(1986)-  31 56 22.     (N)    087 44 38.     (W)     SCALED    
 BU1703* NAVD 88     -       125.624  (meters)     412.15   (feet)  ADJUSTED  
 BU1703  ___________________________________________________________________
 BU1703  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BU1703  DYNAMIC HT  -         125.477 (meters)     411.67  (feet)  COMP
 BU1703  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 BU1703
 BU1703  VERT ORDER  -  SECOND    CLASS 0
 BU1703
 BU1703.The horizontal coordinates were scaled from a topographic map and have
 BU1703.an estimated accuracy of +/- 6 seconds.
 BU1703
 BU1703.The orthometric height was determined by differential leveling
 BU1703.and adjusted by the National Geodetic Survey in June 1991..
 BU1703.WARNING-Repeat measurements at this control monument indicate possible
 BU1703.vertical movement.
 BU1703
 BU1703.The geoid height was determined by GEOID03.
 BU1703
 BU1703.The dynamic height is computed by dividing the NAVD 88
 BU1703.geopotential number by the normal gravity value computed on the
 BU1703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1703.degrees latitude (g = 980.6199 gals.).
 BU1703
 BU1703.The modeled gravity was interpolated from observed gravity values.
 BU1703
 BU1703;                    North         East    Units  Estimated Accuracy
 BU1703;SPC AL W     -   215,040.      576,940.      MT  (+/- 180 meters Scaled)
 BU1703
 BU1703                          SUPERSEDED SURVEY CONTROL
 BU1703
 BU1703  NGVD 29 (??/??/92)  125.589  (m)          412.04   (f) ADJ UNCH    2 0
 BU1703
 BU1703.Superseded values are not recommended for survey control.
 BU1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1703.See file dsdata.txt to determine how the superseded data were derived.
 BU1703
 BU1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA296339(NAD 83)
 BU1703_MARKER: B = BOLT
 BU1703_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1703_SP_SET: MARKER POST
 BU1703_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1703
 BU1703  HISTORY     - Date     Condition        Report By
 BU1703  HISTORY     - UNK      MONUMENTED       ALHD
 BU1703  HISTORY     - 1952     GOOD             NGS
 BU1703  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1703
 BU1703                          STATION DESCRIPTION
 BU1703
 BU1703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BU1703'1.9 MI N FROM THOMASVILLE.
 BU1703'1.9 MILES NORTH ALONG OLD STATE HIGHWAY 13 FROM THE POST OFFICE AT
 BU1703'THOMASVILLE, ABOUT 0.8 MILE NORTH OF THE INTERSECTION OF U.S. HIGHWAY
 BU1703'43, AT THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTHWEST TO BASHI, IN
 BU1703'THE WEST EDGE OF A CULTIVATED FIELD, 29 FEET EAST OF CENTER LINE OF
 BU1703'OLD HIGHWAY, 125 FEET SOUTHEAST OF CENTER OF JUNCTION, 69 1/2 FEET
 BU1703'SOUTH-SOUTHEAST OF TELEPHONE POLE NO. C-52, 2 FEET EAST OF A FENCE
 BU1703'LINE, ABOUT 2 FEET BELOW LEVEL OF OLD HIGHWAY AND IS A BOLT IN TOP OF
 BU1703'A CONCRETE HIGHWAY R/W MARKER POST CAST 110+04.
 BU1703
 BU1703                          STATION RECOVERY (1973)
 BU1703
 BU1703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1703'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0407 ***********************************************************************
 CO0407  DESIGNATION -  111
 CO0407  PID         -  CO0407
 CO0407  STATE/COUNTY-  AL/CHOCTAW
 CO0407  USGS QUAD   -  PUTNAM (1978)
 CO0407
 CO0407                         *CURRENT SURVEY CONTROL
 CO0407  ___________________________________________________________________
 CO0407* NAD 83(1986)-  32 06 53.     (N)    088 07 18.     (W)     SCALED    
 CO0407* NAVD 88     -        33.556  (meters)     110.09   (feet)  ADJUSTED  
 CO0407  ___________________________________________________________________
 CO0407  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CO0407  DYNAMIC HT  -          33.518 (meters)     109.97  (feet)  COMP
 CO0407  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CO0407
 CO0407  VERT ORDER  -  SECOND    CLASS 0
 CO0407
 CO0407.The horizontal coordinates were scaled from a topographic map and have
 CO0407.an estimated accuracy of +/- 6 seconds.
 CO0407
 CO0407.The orthometric height was determined by differential leveling
 CO0407.and adjusted by the National Geodetic Survey in June 1991..
 CO0407
 CO0407.The geoid height was determined by GEOID03.
 CO0407
 CO0407.The dynamic height is computed by dividing the NAVD 88
 CO0407.geopotential number by the normal gravity value computed on the
 CO0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0407.degrees latitude (g = 980.6199 gals.).
 CO0407
 CO0407.The modeled gravity was interpolated from observed gravity values.
 CO0407
 CO0407;                    North         East    Units  Estimated Accuracy
 CO0407;SPC AL W     -   234,610.      541,330.      MT  (+/- 180 meters Scaled)
 CO0407
 CO0407                          SUPERSEDED SURVEY CONTROL
 CO0407
 CO0407  NGVD 29 (??/??/92)   33.539  (m)          110.04   (f) ADJ UNCH    2 0
 CO0407
 CO0407.Superseded values are not recommended for survey control.
 CO0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0407.See file dsdata.txt to determine how the superseded data were derived.
 CO0407
 CO0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA941537(NAD 83)
 CO0407_MARKER: B = BOLT
 CO0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0407+STABILITY: SURFACE MOTION
 CO0407
 CO0407  HISTORY     - Date     Condition        Report By
 CO0407  HISTORY     - UNK      MONUMENTED       ALHD
 CO0407  HISTORY     - 1935     GOOD             NGS
 CO0407
 CO0407                          STATION DESCRIPTION
 CO0407
 CO0407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0407'6.3 MI E FROM BUTLER.
 CO0407'6.3 MILES EAST OF THE COURTHOUSE AT BUTLER 300 FEET EAST OF HIGHWAY
 CO0407'CULVERT, AND ON THE WEST POINT OF A CURVE, 30 FEET SOUTH OF STATE
 CO0407'HIGHWAY 10.  TOP OF BOLT SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4655 ***********************************************************************
 AA4655  DESIGNATION -  1113
 AA4655  PID         -  AA4655
 AA4655  STATE/COUNTY-  AL/MONTGOMERY
 AA4655  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4655
 AA4655                         *CURRENT SURVEY CONTROL
 AA4655  ___________________________________________________________________
 AA4655* NAD 83(1992)-  32 16 08.47117(N)    086 21 22.57269(W)     ADJUSTED  
 AA4655* NAVD 88     -        63.447  (meters)     208.16   (feet)  ADJUSTED  
 AA4655  ___________________________________________________________________
 AA4655  X           -     343,068.944 (meters)                     COMP
 AA4655  Y           -  -5,387,308.448 (meters)                     COMP
 AA4655  Z           -   3,385,711.748 (meters)                     COMP
 AA4655  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AA4655  ELLIP HEIGHT-          35.73  (meters)          (07/29/02) GPS OBS
 AA4655  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 AA4655  DYNAMIC HT  -          63.374 (meters)     207.92  (feet)  COMP
 AA4655  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 AA4655
 AA4655  HORZ ORDER  -  FIRST
 AA4655  VERT ORDER  -  THIRD
 AA4655  ELLP ORDER  -  FOURTH    CLASS I
 AA4655
 AA4655.The horizontal coordinates were established by GPS observations
 AA4655.and adjusted by the National Geodetic Survey in April 1995..
 AA4655
 AA4655.The orthometric height was determined by differential leveling
 AA4655.and adjusted by the National Geodetic Survey in April 1998..
 AA4655
 AA4655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4655
 AA4655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4655
 AA4655.The ellipsoidal height was determined by GPS observations
 AA4655.and is referenced to NAD 83.
 AA4655
 AA4655.The geoid height was determined by GEOID03.
 AA4655
 AA4655.The dynamic height is computed by dividing the NAVD 88
 AA4655.geopotential number by the normal gravity value computed on the
 AA4655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4655.degrees latitude (g = 980.6199 gals.).
 AA4655
 AA4655.The modeled gravity was interpolated from observed gravity values.
 AA4655
 AA4655;                    North         East     Units Scale Factor Converg.
 AA4655;SPC AL E     -   196,254.272   150,732.550   MT  0.99998992   -0 16 45.1
 AA4655;UTM  16      - 3,570,436.974   560,626.070   MT  0.99964532   +0 20 37.3
 AA4655
 AA4655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4655!SPC AL E     -   0.99999439  x   0.99998992  =   0.99998431
 AA4655!UTM  16      -   0.99999439  x   0.99964532  =   0.99963971
 AA4655
 AA4655                          SUPERSEDED SURVEY CONTROL
 AA4655
 AA4655  ELLIP H (10/22/97)   35.80   (m)                       GP(       ) 4 1
 AA4655  ELLIP H (04/13/95)    7.78   (m)                       GP(       ) 4 1
 AA4655  NGVD 29 (04/13/95)   63.4    (m)          208.     (f) GPS OBS        
 AA4655
 AA4655.Superseded values are not recommended for survey control.
 AA4655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4655.See file dsdata.txt to determine how the superseded data were derived.
 AA4655
 AA4655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6062670437(NAD 83)
 AA4655_MARKER: DD = SURVEY DISK
 AA4655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4655_SP_SET: CONCRETE POST
 AA4655_STAMPING: STA. 1113 1994
 AA4655_MARK LOGO: AL-101
 AA4655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4655+STABILITY: SURFACE MOTION
 AA4655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4655+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4655
 AA4655  HISTORY     - Date     Condition        Report By
 AA4655  HISTORY     - 1994     MONUMENTED       CH2M
 AA4655  HISTORY     - 19940226 GOOD             MSI
 AA4655
 AA4655                          STATION DESCRIPTION
 AA4655
 AA4655'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4655'THE STATION IS LOCATED AT THE VILLAGE OF HOPE HULL, MONTGOMERY SOUTH
 AA4655'QUADRANGLE, SECTION 22, T15N, R17E.  THE STATION IS LOCATED
 AA4655'APPROXIMATELY 0.15 MI (0.24 KM) NORTH OF INTERSTATE 65 OVERPASS AT THE
 AA4655'INTERSECTION OF HIGHWAY 31 AND FOLMAR PARKWAY. THE STATION IS A
 AA4655'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 1113 1994 AND SET ON TOP OF
 AA4655'A 10 INCH CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK
 AA4655'IS LOCATED 44.92 FT (13.69 M) 325 DEGREES FROM THE EASTERN CORNER OF
 AA4655'THE INTERSTATE INDUSTRIAL PARK CONCRETE SIGN, 18.32 FT (5.58 M) 229
 AA4655'DEGREES FROM A STORM MANHOLE, AND 84.32 FT (25.70 M) 69 DEGREES FROM A
 AA4655'POWER POLE WITH SWITCH BOX.
 AA4655
 AA4655                          STATION RECOVERY (1994)
 AA4655
 AA4655'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4655'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4656 ***********************************************************************
 AA4656  DESIGNATION -  1116
 AA4656  PID         -  AA4656
 AA4656  STATE/COUNTY-  AL/MONTGOMERY
 AA4656  USGS QUAD   -  SNOWDOUN (1985)
 AA4656
 AA4656                         *CURRENT SURVEY CONTROL
 AA4656  ___________________________________________________________________
 AA4656* NAD 83(1992)-  32 14 59.68267(N)    086 18 01.64552(W)     ADJUSTED  
 AA4656* NAVD 88     -        83.3    (meters)     273.     (feet)  VERTCON   
 AA4656  ___________________________________________________________________
 AA4656  X           -     348,390.738 (meters)                     COMP
 AA4656  Y           -  -5,388,117.094 (meters)                     COMP
 AA4656  Z           -   3,383,930.513 (meters)                     COMP
 AA4656  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AA4656  ELLIP HEIGHT-          55.60  (meters)          (07/29/02) GPS OBS
 AA4656  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AA4656
 AA4656  HORZ ORDER  -  FIRST
 AA4656  ELLP ORDER  -  FOURTH    CLASS I
 AA4656
 AA4656.The horizontal coordinates were established by GPS observations
 AA4656.and adjusted by the National Geodetic Survey in April 1995..
 AA4656
 AA4656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4656
 AA4656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4656
 AA4656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4656
 AA4656.The ellipsoidal height was determined by GPS observations
 AA4656.and is referenced to NAD 83.
 AA4656
 AA4656.The geoid height was determined by GEOID03.
 AA4656
 AA4656;                    North         East     Units Scale Factor Converg.
 AA4656;SPC AL E     -   194,111.167   155,981.703   MT  0.99998389   -0 14 57.4
 AA4656;UTM  16      - 3,568,351.750   565,896.425   MT  0.99965355   +0 22 23.9
 AA4656
 AA4656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4656!SPC AL E     -   0.99999127  x   0.99998389  =   0.99997516
 AA4656!UTM  16      -   0.99999127  x   0.99965355  =   0.99964482
 AA4656
 AA4656                          SUPERSEDED SURVEY CONTROL
 AA4656
 AA4656  ELLIP H (10/22/97)   55.67   (m)                       GP(       ) 4 1
 AA4656  ELLIP H (04/13/95)   27.71   (m)                       GP(       ) 4 1
 AA4656  NGVD 29 (04/13/95)   83.3    (m)          273.     (f) GPS OBS        
 AA4656
 AA4656.Superseded values are not recommended for survey control.
 AA4656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4656.See file dsdata.txt to determine how the superseded data were derived.
 AA4656
 AA4656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6589668352(NAD 83)
 AA4656_MARKER: DD = SURVEY DISK
 AA4656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4656_SP_SET: CONCRETE POST
 AA4656_STAMPING: STA. 1116 1994
 AA4656_MARK LOGO: AL-101
 AA4656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4656+STABILITY: SURFACE MOTION
 AA4656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4656+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4656
 AA4656  HISTORY     - Date     Condition        Report By
 AA4656  HISTORY     - 1994     MONUMENTED       CH2M
 AA4656
 AA4656                          STATION DESCRIPTION
 AA4656
 AA4656'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4656'THE STATION IS LOCATED APPROXIMATELY 0.6 MI (1.0 KM) NORTH OF
 AA4656'SNOWDOUN, SNOWDOUN QUADRANGLE, SECTION 30, T15N, R18E.  THE STATION IS
 AA4656'LOCATED ON THE EAST SIDE OF ROUTE 331 APPROXIMATELY 300 YARDS NORTH OF
 AA4656'SONNYS SMALL ENGINE REPAIR. THE STATION IS A MONTGOMERY COUNTY SURVEY
 AA4656'DISK STAMPED STA. 1116 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4656'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4656'20.25 FT (6.17 M) 65 DEGREES FROM THE CENTERLINE OF ROUTE 331, 54.67
 AA4656'FT (16.66 M) 66 DEGREES FROM A POWER POLE, AND 224.37 FT (68.39 M) 269
 AA4656'DEGREES FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4657 ***********************************************************************
 AA4657  DESIGNATION -  1125
 AA4657  PID         -  AA4657
 AA4657  STATE/COUNTY-  AL/MONTGOMERY
 AA4657  USGS QUAD   -  MOUNT MEIGS (1987)
 AA4657
 AA4657                         *CURRENT SURVEY CONTROL
 AA4657  ___________________________________________________________________
 AA4657* NAD 83(1992)-  32 20 51.49938(N)    086 02 38.68223(W)     ADJUSTED  
 AA4657* NAVD 88     -        71.2    (meters)     234.     (feet)  VERTCON   
 AA4657  ___________________________________________________________________
 AA4657  X           -     372,096.905 (meters)                     COMP
 AA4657  Y           -  -5,380,716.908 (meters)                     COMP
 AA4657  Z           -   3,393,084.317 (meters)                     COMP
 AA4657  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AA4657  ELLIP HEIGHT-          43.24  (meters)          (07/29/02) GPS OBS
 AA4657  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AA4657
 AA4657  HORZ ORDER  -  FIRST
 AA4657  ELLP ORDER  -  FOURTH    CLASS I
 AA4657
 AA4657.The horizontal coordinates were established by GPS observations
 AA4657.and adjusted by the National Geodetic Survey in April 1995..
 AA4657
 AA4657.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4657
 AA4657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4657
 AA4657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4657
 AA4657.The ellipsoidal height was determined by GPS observations
 AA4657.and is referenced to NAD 83.
 AA4657
 AA4657.The geoid height was determined by GEOID03.
 AA4657
 AA4657;                    North         East     Units Scale Factor Converg.
 AA4657;SPC AL E     -   204,871.635   180,162.314   MT  0.99996485   -0 06 45.9
 AA4657;UTM  16      - 3,579,371.395   589,951.363   MT  0.99969978   +0 30 41.4
 AA4657
 AA4657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4657!SPC AL E     -   0.99999321  x   0.99996485  =   0.99995806
 AA4657!UTM  16      -   0.99999321  x   0.99969978  =   0.99969299
 AA4657
 AA4657                          SUPERSEDED SURVEY CONTROL
 AA4657
 AA4657  ELLIP H (10/22/97)   43.33   (m)                       GP(       ) 4 1
 AA4657  ELLIP H (04/13/95)   15.04   (m)                       GP(       ) 4 1
 AA4657  NGVD 29 (04/13/95)   71.2    (m)          234.     (f) GPS OBS        
 AA4657
 AA4657.Superseded values are not recommended for survey control.
 AA4657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4657.See file dsdata.txt to determine how the superseded data were derived.
 AA4657
 AA4657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8995179371(NAD 83)
 AA4657_MARKER: DD = SURVEY DISK
 AA4657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4657_SP_SET: CONCRETE POST
 AA4657_STAMPING: STA. 1125 1994
 AA4657_MARK LOGO: AL-101
 AA4657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4657+STABILITY: SURFACE MOTION
 AA4657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4657+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4657
 AA4657  HISTORY     - Date     Condition        Report By
 AA4657  HISTORY     - 1994     MONUMENTED       CH2M
 AA4657
 AA4657                          STATION DESCRIPTION
 AA4657
 AA4657'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4657'THE STATION IS LOCATED APPROXIMATELY 1.3 MI (2.1 KM) SOUTH OF THE
 AA4657'VILLAGE OF WAUGH, MOUNT MEIGS QUADRANGLE, SECTION 22, T16N, R20E. THE
 AA4657'STATION IS LOCATED APPROXIMATELY 1.3 MI (2.1 KM) SOUTH OF ROUTE 80 ON
 AA4657'THE EAST SIDE OF MARLER ROAD. THE STATION IS A MONTGOMERY COUNTY
 AA4657'SURVEY DISK STAMPED STA. 1125 1994, AND SET IN THE TOP OF A 10 INCH
 AA4657'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4657'35.65 FT (10.87 M) 90 DEGREES FROM THE CENTERLINE OF MARLER ROAD,
 AA4657'115.64 FT (35.25 M) 230 DEGREES FROM A POWER POLE, AND 101.0 FT (30.8
 AA4657'M) 357 DEGREES FROM A FIRE HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4658 ***********************************************************************
 AA4658  DESIGNATION -  1126
 AA4658  PID         -  AA4658
 AA4658  STATE/COUNTY-  AL/MONTGOMERY
 AA4658  USGS QUAD   -  MOUNT MEIGS (1987)
 AA4658
 AA4658                         *CURRENT SURVEY CONTROL
 AA4658  ___________________________________________________________________
 AA4658* NAD 83(1992)-  32 19 47.96120(N)    086 01 58.60174(W)     ADJUSTED  
 AA4658* NAVD 88     -        84.6    (meters)     278.     (feet)  VERTCON   
 AA4658  ___________________________________________________________________
 AA4658  X           -     373,215.673 (meters)                     COMP
 AA4658  Y           -  -5,381,700.277 (meters)                     COMP
 AA4658  Z           -   3,391,437.849 (meters)                     COMP
 AA4658  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AA4658  ELLIP HEIGHT-          56.67  (meters)          (07/29/02) GPS OBS
 AA4658  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AA4658
 AA4658  HORZ ORDER  -  FIRST
 AA4658  ELLP ORDER  -  FOURTH    CLASS I
 AA4658
 AA4658.The horizontal coordinates were established by GPS observations
 AA4658.and adjusted by the National Geodetic Survey in April 1995..
 AA4658
 AA4658.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4658
 AA4658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4658
 AA4658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4658
 AA4658.The ellipsoidal height was determined by GPS observations
 AA4658.and is referenced to NAD 83.
 AA4658
 AA4658.The geoid height was determined by GEOID03.
 AA4658
 AA4658;                    North         East     Units Scale Factor Converg.
 AA4658;SPC AL E     -   202,912.499   181,206.676   MT  0.99996435   -0 06 24.3
 AA4658;UTM  16      - 3,577,424.264   591,016.722   MT  0.99970215   +0 31 02.0
 AA4658
 AA4658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4658!SPC AL E     -   0.99999110  x   0.99996435  =   0.99995545
 AA4658!UTM  16      -   0.99999110  x   0.99970215  =   0.99969325
 AA4658
 AA4658                          SUPERSEDED SURVEY CONTROL
 AA4658
 AA4658  ELLIP H (10/22/97)   56.75   (m)                       GP(       ) 4 1
 AA4658  ELLIP H (04/13/95)   28.62   (m)                       GP(       ) 4 1
 AA4658  NGVD 29 (04/13/95)   84.6    (m)          278.     (f) GPS OBS        
 AA4658
 AA4658.Superseded values are not recommended for survey control.
 AA4658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4658.See file dsdata.txt to determine how the superseded data were derived.
 AA4658
 AA4658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9101777424(NAD 83)
 AA4658_MARKER: DD = SURVEY DISK
 AA4658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4658_SP_SET: CONCRETE POST
 AA4658_STAMPING: STA. 1126 1994
 AA4658_MARK LOGO: AL-101
 AA4658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4658+STABILITY: SURFACE MOTION
 AA4658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4658+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4658
 AA4658  HISTORY     - Date     Condition        Report By
 AA4658  HISTORY     - 1994     MONUMENTED       CH2M
 AA4658
 AA4658                          STATION DESCRIPTION
 AA4658
 AA4658'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4658'THE STATION IS LOCATED APPROXIMATELY 2.7 MI (4.3 KM) SOUTH OF THE
 AA4658'VILLAGE OF WAUGH, MOUNT MEIGS QUADRANGLE, SECTION 35, T16N, R20E. THE
 AA4658'STATION IS LOCATED APPROXIMATELY 2.7 MI (4.3 KM) SOUTH OF ROUTE 80, ON
 AA4658'THE WEST SIDE OF MARLER ROAD. THE STATION IS A MONTGOMERY COUNTY
 AA4658'SURVEY DISK STAMPED STA. 1126 1994, AND SET IN THE TOP OF A 10 INCH
 AA4658'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS
 AA4658'LOCATED 37.65 FT (11.48 M) 241 DEGREES FROM THE CENTERLINE OF MARLER
 AA4658'ROAD, 175.1 FT (53.4 M) 271 DEGREES FROM NO17 POWER POLE, AND 3.41 FT
 AA4658'(1.04 M) 64 DEGREES FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4659 ***********************************************************************
 AA4659  DESIGNATION -  1134
 AA4659  PID         -  AA4659
 AA4659  STATE/COUNTY-  AL/MONTGOMERY
 AA4659  USGS QUAD   -  MOUNT MEIGS (1987)
 AA4659
 AA4659                         *CURRENT SURVEY CONTROL
 AA4659  ___________________________________________________________________
 AA4659* NAD 83(1992)-  32 16 15.79613(N)    086 05 18.96500(W)     ADJUSTED  
 AA4659* NAVD 88     -        85.3    (meters)     280.     (feet)  VERTCON   
 AA4659  ___________________________________________________________________
 AA4659  X           -     368,226.049 (meters)                     COMP
 AA4659  Y           -  -5,385,545.178 (meters)                     COMP
 AA4659  Z           -   3,385,914.186 (meters)                     COMP
 AA4659  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AA4659  ELLIP HEIGHT-          57.56  (meters)          (07/29/02) GPS OBS
 AA4659  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AA4659
 AA4659  HORZ ORDER  -  FIRST
 AA4659  ELLP ORDER  -  FOURTH    CLASS I
 AA4659
 AA4659.The horizontal coordinates were established by GPS observations
 AA4659.and adjusted by the National Geodetic Survey in April 1995..
 AA4659
 AA4659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4659
 AA4659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4659
 AA4659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4659
 AA4659.The ellipsoidal height was determined by GPS observations
 AA4659.and is referenced to NAD 83.
 AA4659
 AA4659.The geoid height was determined by GEOID03.
 AA4659
 AA4659;                    North         East     Units Scale Factor Converg.
 AA4659;SPC AL E     -   196,388.461   175,951.078   MT  0.99996713   -0 08 10.7
 AA4659;UTM  16      - 3,570,845.197   585,833.820   MT  0.99969085   +0 29 11.9
 AA4659
 AA4659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4659!SPC AL E     -   0.99999096  x   0.99996713  =   0.99995809
 AA4659!UTM  16      -   0.99999096  x   0.99969085  =   0.99968182
 AA4659
 AA4659                          SUPERSEDED SURVEY CONTROL
 AA4659
 AA4659  ELLIP H (10/22/97)   57.63   (m)                       GP(       ) 4 1
 AA4659  ELLIP H (04/13/95)   29.64   (m)                       GP(       ) 4 1
 AA4659  NGVD 29 (04/13/95)   85.3    (m)          280.     (f) GPS OBS        
 AA4659
 AA4659.Superseded values are not recommended for survey control.
 AA4659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4659.See file dsdata.txt to determine how the superseded data were derived.
 AA4659
 AA4659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8583470845(NAD 83)
 AA4659_MARKER: DD = SURVEY DISK
 AA4659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4659_SP_SET: CONCRETE POST
 AA4659_STAMPING: STA. 1134 1994
 AA4659_MARK LOGO: AL-101
 AA4659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4659+STABILITY: SURFACE MOTION
 AA4659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4659+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4659
 AA4659  HISTORY     - Date     Condition        Report By
 AA4659  HISTORY     - 1994     MONUMENTED       CH2M
 AA4659
 AA4659                          STATION DESCRIPTION
 AA4659
 AA4659'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4659'THE STATION IS LOCATED APPROXIMATELY 1.1 MI (1.8 KM) SOUTHEAST OF PIKE
 AA4659'ROAD, MOUNT MEIGS QUADRANGLE, SECTION 19, T15N, R20E.  THE STATION IS
 AA4659'LOCATED ON THE EAST SIDE OF OLD PIKE ROAD (ROUTE 40) APPROXIMATELY 0.7
 AA4659'MI (1.1 KM) EAST OF THE ROUTE 40 CARTER HILL (ROUTE 85) INTERSECTION.
 AA4659'THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 1134 1994
 AA4659'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4659'WITH THE GROUND.  THE DISK IS LOCATED 38.62 FT (11.77 M) 148 DEGREES
 AA4659'FROM THE CENTERLINE OF ROUTE 40, 114.94 FT (35.03 M) 72 DEGREES FROM
 AA4659'THE LEFT CURVE SIGN, AND 2 FT (0.6 M) 255 DEGREES FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4660 ***********************************************************************
 AA4660  DESIGNATION -  1136
 AA4660  PID         -  AA4660
 AA4660  STATE/COUNTY-  AL/MONTGOMERY
 AA4660  USGS QUAD   -  MOUNT MEIGS (1987)
 AA4660
 AA4660                         *CURRENT SURVEY CONTROL
 AA4660  ___________________________________________________________________
 AA4660* NAD 83(1992)-  32 16 24.33882(N)    086 00 23.61053(W)     ADJUSTED  
 AA4660* NAVD 88     -        75.5    (meters)     248.     (feet)  VERTCON   
 AA4660  ___________________________________________________________________
 AA4660  X           -     375,926.967 (meters)                     COMP
 AA4660  Y           -  -5,384,863.907 (meters)                     COMP
 AA4660  Z           -   3,386,131.416 (meters)                     COMP
 AA4660  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AA4660  ELLIP HEIGHT-          47.70  (meters)          (07/29/02) GPS OBS
 AA4660  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AA4660
 AA4660  HORZ ORDER  -  FIRST
 AA4660  ELLP ORDER  -  FOURTH    CLASS I
 AA4660
 AA4660.The horizontal coordinates were established by GPS observations
 AA4660.and adjusted by the National Geodetic Survey in April 1995..
 AA4660
 AA4660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4660
 AA4660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4660
 AA4660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4660
 AA4660.The ellipsoidal height was determined by GPS observations
 AA4660.and is referenced to NAD 83.
 AA4660
 AA4660.The geoid height was determined by GEOID03.
 AA4660
 AA4660;                    North         East     Units Scale Factor Converg.
 AA4660;SPC AL E     -   196,636.161   183,680.816   MT  0.99996328   -0 05 33.0
 AA4660;UTM  16      - 3,571,176.838   593,558.354   MT  0.99970794   +0 31 49.8
 AA4660
 AA4660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4660!SPC AL E     -   0.99999251  x   0.99996328  =   0.99995579
 AA4660!UTM  16      -   0.99999251  x   0.99970794  =   0.99970045
 AA4660
 AA4660                          SUPERSEDED SURVEY CONTROL
 AA4660
 AA4660  ELLIP H (10/22/97)   47.77   (m)                       GP(       ) 4 1
 AA4660  ELLIP H (04/13/95)   19.79   (m)                       GP(       ) 4 1
 AA4660  NGVD 29 (04/13/95)   75.4    (m)          247.     (f) GPS OBS        
 AA4660
 AA4660.Superseded values are not recommended for survey control.
 AA4660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4660.See file dsdata.txt to determine how the superseded data were derived.
 AA4660
 AA4660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9355871177(NAD 83)
 AA4660_MARKER: DD = SURVEY DISK
 AA4660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4660_SP_SET: CONCRETE POST
 AA4660_STAMPING: STA. 1136 1994
 AA4660_MARK LOGO: AL-101
 AA4660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4660+STABILITY: SURFACE MOTION
 AA4660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4660+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4660
 AA4660  HISTORY     - Date     Condition        Report By
 AA4660  HISTORY     - 1994     MONUMENTED       CH2M
 AA4660
 AA4660                          STATION DESCRIPTION
 AA4660
 AA4660'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4660'THE STATION IS LOCATED APPROXIMATELY 0.3 MI (0.5 KM) NORTH OF
 AA4660'MATTHEWS, MOUNT MEIGS QUADRANGLE, SECTION 24, T15N, R20E.  THE STATION
 AA4660'IS LOCATED ON THE WEST SIDE OF FLOWERS ROAD (37) APPROXIMATELY 0.3 MI
 AA4660'(0.5 KM) NORTH OF THE SOUTHERN RAILROAD. THE STATION IS A MONTGOMERY
 AA4660'COUNTY SURVEY DISK STAMPED STA. 1136 1994, AND SET IN THE TOP OF A 10
 AA4660'INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE
 AA4660'DISK IS LOCATED 30.78 FT (9.38 M) 265 DEGREES FROM THE CENTERLINE OF
 AA4660'ROUTE 37, 6.6 FT (2.0 M) 40 DEGREES FROM A POWER POLE, AND 133.09 FT
 AA4660'(40.57 M) 279 DEGREES FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4661 ***********************************************************************
 AA4661  DESIGNATION -  1145
 AA4661  PID         -  AA4661
 AA4661  STATE/COUNTY-  AL/MONTGOMERY
 AA4661  USGS QUAD   -  LETOHATCHEE (1985)
 AA4661
 AA4661                         *CURRENT SURVEY CONTROL
 AA4661  ___________________________________________________________________
 AA4661* NAD 83(1992)-  32 14 59.67712(N)    086 24 06.29555(W)     ADJUSTED  
 AA4661* NAVD 88     -        55.2    (meters)     181.     (feet)  VERTCON   
 AA4661  ___________________________________________________________________
 AA4661  X           -     338,863.208 (meters)                     COMP
 AA4661  Y           -  -5,388,701.016 (meters)                     COMP
 AA4661  Z           -   3,383,915.411 (meters)                     COMP
 AA4661  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA4661  ELLIP HEIGHT-          27.57  (meters)          (07/29/02) GPS OBS
 AA4661  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA4661
 AA4661  HORZ ORDER  -  FIRST
 AA4661  ELLP ORDER  -  FOURTH    CLASS I
 AA4661
 AA4661.The horizontal coordinates were established by GPS observations
 AA4661.and adjusted by the National Geodetic Survey in April 1995..
 AA4661
 AA4661.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4661
 AA4661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4661
 AA4661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4661
 AA4661.The ellipsoidal height was determined by GPS observations
 AA4661.and is referenced to NAD 83.
 AA4661
 AA4661.The geoid height was determined by GEOID03.
 AA4661
 AA4661;                    North         East     Units Scale Factor Converg.
 AA4661;SPC AL E     -   194,157.025   146,436.598   MT  0.99999537   -0 18 12.0
 AA4661;UTM  16      - 3,568,293.912   556,354.662   MT  0.99963916   +0 19 09.3
 AA4661
 AA4661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4661!SPC AL E     -   0.99999567  x   0.99999537  =   0.99999104
 AA4661!UTM  16      -   0.99999567  x   0.99963916  =   0.99963483
 AA4661
 AA4661                          SUPERSEDED SURVEY CONTROL
 AA4661
 AA4661  ELLIP H (10/22/97)   27.64   (m)                       GP(       ) 4 1
 AA4661  ELLIP H (04/13/95)   -0.30   (m)                       GP(       ) 4 1
 AA4661  NGVD 29 (04/13/95)   55.2    (m)          181.     (f) GPS OBS        
 AA4661
 AA4661.Superseded values are not recommended for survey control.
 AA4661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4661.See file dsdata.txt to determine how the superseded data were derived.
 AA4661
 AA4661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5635568294(NAD 83)
 AA4661_MARKER: DD = SURVEY DISK
 AA4661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4661_SP_SET: CONCRETE POST
 AA4661_STAMPING: STA. 1145 1994
 AA4661_MARK LOGO: AL-101
 AA4661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4661+STABILITY: SURFACE MOTION
 AA4661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4661+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4661
 AA4661  HISTORY     - Date     Condition        Report By
 AA4661  HISTORY     - 1994     MONUMENTED       CH2M
 AA4661
 AA4661                          STATION DESCRIPTION
 AA4661
 AA4661'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4661'THE STATION IS LOCATED APPROXIMATELY 2.2 MI (3.5 KM) SOUTHWEST OF
 AA4661'MCGEHEES, LETOHATCHEE QUADRANGLE, SECTION 30 T15N, R17E.  THE STATION
 AA4661'IS LOCATED ON THE NORTH SIDE OF WASDEN ROAD (ROUTE 15) APPROXIMATELY
 AA4661'0.9 MI (1.4 KM) SOUTHWEST OF THE FELDER ROAD INTERSECTION. THE STATION
 AA4661'IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 1145 1994, AND SET IN
 AA4661'THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4661'GROUND.  THE DISK IS LOCATED 33.32 FT (10.16 M) 341 DEGREES FROM THE
 AA4661'CENTERLINE OF WASDEN ROAD, 43.3 FT (13.2 M) 125 DEGREES FROM A FENCE
 AA4661'LINE, AND 110.55 FT (33.70 M) 60 DEGREES FROM A PHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4662 ***********************************************************************
 AA4662  DESIGNATION -  1148
 AA4662  PID         -  AA4662
 AA4662  STATE/COUNTY-  AL/MONTGOMERY
 AA4662  USGS QUAD   -  RAMER (1971)
 AA4662
 AA4662                         *CURRENT SURVEY CONTROL
 AA4662  ___________________________________________________________________
 AA4662* NAD 83(1992)-  32 03 07.96905(N)    086 11 43.15555(W)     ADJUSTED  
 AA4662* NAVD 88     -       140.7    (meters)     462.     (feet)  VERTCON   
 AA4662  ___________________________________________________________________
 AA4662  X           -     359,054.564 (meters)                     COMP
 AA4662  Y           -  -5,399,158.297 (meters)                     COMP
 AA4662  Z           -   3,365,400.320 (meters)                     COMP
 AA4662  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AA4662  ELLIP HEIGHT-         113.50  (meters)          (07/29/02) GPS OBS
 AA4662  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AA4662
 AA4662  HORZ ORDER  -  FIRST
 AA4662  ELLP ORDER  -  FOURTH    CLASS I
 AA4662
 AA4662.The horizontal coordinates were established by GPS observations
 AA4662.and adjusted by the National Geodetic Survey in April 1995..
 AA4662
 AA4662.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4662
 AA4662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4662
 AA4662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4662
 AA4662.The ellipsoidal height was determined by GPS observations
 AA4662.and is referenced to NAD 83.
 AA4662
 AA4662.The geoid height was determined by GEOID03.
 AA4662
 AA4662;                    North         East     Units Scale Factor Converg.
 AA4662;SPC AL E     -   172,150.952   165,815.315   MT  0.99997441   -0 11 31.6
 AA4662;UTM  16      - 3,546,506.303   575,964.229   MT  0.99967116   +0 25 37.4
 AA4662
 AA4662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4662!SPC AL E     -   0.99998218  x   0.99997441  =   0.99995659
 AA4662!UTM  16      -   0.99998218  x   0.99967116  =   0.99965334
 AA4662
 AA4662                          SUPERSEDED SURVEY CONTROL
 AA4662
 AA4662  ELLIP H (10/22/97)  113.58   (m)                       GP(       ) 4 1
 AA4662  ELLIP H (04/13/95)   86.06   (m)                       GP(       ) 4 1
 AA4662  NGVD 29 (04/13/95)  140.7    (m)          462.     (f) GPS OBS        
 AA4662
 AA4662.Superseded values are not recommended for survey control.
 AA4662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4662.See file dsdata.txt to determine how the superseded data were derived.
 AA4662
 AA4662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7596446506(NAD 83)
 AA4662_MARKER: DD = SURVEY DISK
 AA4662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4662_SP_SET: CONCRETE POST
 AA4662_STAMPING: STA. 1148 1994
 AA4662_MARK LOGO: AL-101
 AA4662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4662+STABILITY: SURFACE MOTION
 AA4662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4662+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4662
 AA4662  HISTORY     - Date     Condition        Report By
 AA4662  HISTORY     - 1994     MONUMENTED       CH2M
 AA4662
 AA4662                          STATION DESCRIPTION
 AA4662
 AA4662'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4662'THE STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) EAST OF THE
 AA4662'VILLAGE OF RAMER, RAMER QUADRANGLE, SECTION 6, T12N, R19E.  THE
 AA4662'STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) EAST FROM RAMER ON
 AA4662'THE SOUTH SIDE OF ROUTE 94. THE STATION IS A MONTGOMERY COUNTY SURVEY
 AA4662'DISK STAMPED STA. 1148 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4662'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4662'30.5 FT (9.3 M) 184 DEGREES FROM THE CENTERLINE OF ROUTE 94, 181.8 FT
 AA4662'(55.4 M) 282 DEGREES FROM A WOODEN FENCE CORNER, 20.17 FT (6.15 M) 6
 AA4662'DEGREES FROM A CROSSBRACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG0095 ***********************************************************************
 BG0095  DESIGNATION -  116
 BG0095  PID         -  BG0095
 BG0095  STATE/COUNTY-  AL/BALDWIN
 BG0095  USGS QUAD   -  SEMINOLE (1987)
 BG0095
 BG0095                         *CURRENT SURVEY CONTROL
 BG0095  ___________________________________________________________________
 BG0095* NAD 83(1986)-  30 31 25.     (N)    087 29 28.     (W)     SCALED    
 BG0095* NAVD 88     -        27.152  (meters)      89.08   (feet)  ADJUSTED  
 BG0095  ___________________________________________________________________
 BG0095  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BG0095  DYNAMIC HT  -          27.116 (meters)      88.96  (feet)  COMP
 BG0095  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BG0095
 BG0095  VERT ORDER  -  SECOND    CLASS 0
 BG0095
 BG0095.The horizontal coordinates were scaled from a topographic map and have
 BG0095.an estimated accuracy of +/- 6 seconds.
 BG0095
 BG0095.The orthometric height was determined by differential leveling
 BG0095.and adjusted by the National Geodetic Survey in June 1991..
 BG0095
 BG0095.The geoid height was determined by GEOID03.
 BG0095
 BG0095.The dynamic height is computed by dividing the NAVD 88
 BG0095.geopotential number by the normal gravity value computed on the
 BG0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0095.degrees latitude (g = 980.6199 gals.).
 BG0095
 BG0095.The modeled gravity was interpolated from observed gravity values.
 BG0095
 BG0095;                    North         East    Units  Estimated Accuracy
 BG0095;SPC AL W     -    58,040.      600,850.      MT  (+/- 180 meters Scaled)
 BG0095
 BG0095                          SUPERSEDED SURVEY CONTROL
 BG0095
 BG0095  NGVD 29 (??/??/92)   27.170  (m)           89.14   (f) ADJ UNCH    2 0
 BG0095
 BG0095.Superseded values are not recommended for survey control.
 BG0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0095.See file dsdata.txt to determine how the superseded data were derived.
 BG0095
 BG0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU528769(NAD 83)
 BG0095_MARKER: DD = SURVEY DISK
 BG0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG0095_STAMPING: STA 116 467 ELEV 89 FT
 BG0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG0095+STABILITY: SURFACE MOTION
 BG0095
 BG0095  HISTORY     - Date     Condition        Report By
 BG0095  HISTORY     - UNK      MONUMENTED       DOD
 BG0095  HISTORY     - 1968     MARK NOT FOUND   NGS
 BG0095
 BG0095                          STATION DESCRIPTION
 BG0095
 BG0095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG0095'21.3 MI NW FROM PENSACOLA.
 BG0095'IN BALDWIN COUNTY, ALABAMA, 21.3 MILES WEST ALONG U.S. HIGHWAY
 BG0095'90 FROM THE POST OFFICE AT PENSACOLA, ESCAMBIA COUNTY, FLORIDA,
 BG0095'3.0 MILES NORTHWEST OF THE ALABAMA-FLORIDA STATE LINE, 27 FEET
 BG0095'EAST OF THE CENTER LINE OF THE HIGHWAY, AND 12 FEET SOUTH OF THE
 BG0095'NORTH PROPERTY LINE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 BG0095'DISK, STAMPED STA 116 467 ELEV 89 FT AND SET IN THE TOP OF A
 BG0095'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0863 ***********************************************************************
 EE0863  DESIGNATION -  116.0
 EE0863  PID         -  EE0863
 EE0863  STATE/COUNTY-  AL/JACKSON
 EE0863  USGS QUAD   -  DORAN COVE (1988)
 EE0863
 EE0863                         *CURRENT SURVEY CONTROL
 EE0863  ___________________________________________________________________
 EE0863* NAD 83(1986)-  34 53 58.     (N)    085 47 42.     (W)     SCALED    
 EE0863* NAVD 88     -       190.365  (meters)     624.56   (feet)  ADJUSTED  
 EE0863  ___________________________________________________________________
 EE0863  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EE0863  DYNAMIC HT  -         190.179 (meters)     623.95  (feet)  COMP
 EE0863  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 EE0863
 EE0863  VERT ORDER  -  FIRST     CLASS II
 EE0863
 EE0863.The horizontal coordinates were scaled from a topographic map and have
 EE0863.an estimated accuracy of +/- 6 seconds.
 EE0863
 EE0863.The orthometric height was determined by differential leveling
 EE0863.and adjusted by the National Geodetic Survey in June 1991..
 EE0863
 EE0863.The geoid height was determined by GEOID03.
 EE0863
 EE0863.The dynamic height is computed by dividing the NAVD 88
 EE0863.geopotential number by the normal gravity value computed on the
 EE0863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0863.degrees latitude (g = 980.6199 gals.).
 EE0863
 EE0863.The modeled gravity was interpolated from observed gravity values.
 EE0863
 EE0863;                    North         East    Units  Estimated Accuracy
 EE0863;SPC AL E     -   487,880.      203,500.      MT  (+/- 180 meters Scaled)
 EE0863
 EE0863                          SUPERSEDED SURVEY CONTROL
 EE0863
 EE0863  NGVD 29 (??/??/92)  190.355  (m)          624.52   (f) ADJ UNCH    1 2
 EE0863
 EE0863.Superseded values are not recommended for survey control.
 EE0863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0863.See file dsdata.txt to determine how the superseded data were derived.
 EE0863
 EE0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD100625(NAD 83)
 EE0863_MARKER: Z = SEE DESCRIPTION
 EE0863_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0863_SP_SET: CULVERT
 EE0863_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0863
 EE0863  HISTORY     - Date     Condition        Report By
 EE0863  HISTORY     - UNK      MONUMENTED       LNRR
 EE0863  HISTORY     - 1950     SEE DESCRIPTION  NGS
 EE0863  HISTORY     - 1963     MARK NOT FOUND   LNRR
 EE0863
 EE0863                          STATION DESCRIPTION
 EE0863
 EE0863'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 EE0863'3.4 MI NE FROM STEVENSON.
 EE0863'ABOUT 3.35 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND
 EE0863'ST. LOUIS RAILWAY FROM THE STATION AT STEVENSON, THE TOP OF THE WEST
 EE0863'CORNER OF THE NORTHWEST STONE HEAD WALL OF A DOUBLE 18-INCH PIPE
 EE0863'CULVERT UNDER TRACK, 73 1/2 FEET SOUTHWEST OF MILE POST 116, 9
 EE0863'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHWEST BOUND TRACK
 EE0863'AND ABOUT 5 FEET BELOW THE TRACK.
 EE0863
 EE0863                          STATION RECOVERY (1963)
 EE0863
 EE0863'RECOVERY NOTE BY LOUISVILLE AND NASHVILLE RAILROAD 1963
 EE0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0862 ***********************************************************************
 EE0862  DESIGNATION -  116.5
 EE0862  PID         -  EE0862
 EE0862  STATE/COUNTY-  AL/JACKSON
 EE0862  USGS QUAD   -  DORAN COVE (1988)
 EE0862
 EE0862                         *CURRENT SURVEY CONTROL
 EE0862  ___________________________________________________________________
 EE0862* NAD 83(1986)-  34 54 17.     (N)    085 47 16.     (W)     SCALED    
 EE0862* NAVD 88     -       190.112  (meters)     623.73   (feet)  ADJUSTED  
 EE0862  ___________________________________________________________________
 EE0862  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EE0862  DYNAMIC HT  -         189.926 (meters)     623.12  (feet)  COMP
 EE0862  MODELED GRAV-     979,652.8   (mgal)                       NAVD 88
 EE0862
 EE0862  VERT ORDER  -  FIRST     CLASS II
 EE0862
 EE0862.The horizontal coordinates were scaled from a topographic map and have
 EE0862.an estimated accuracy of +/- 6 seconds.
 EE0862
 EE0862.The orthometric height was determined by differential leveling
 EE0862.and adjusted by the National Geodetic Survey in June 1991..
 EE0862
 EE0862.The geoid height was determined by GEOID03.
 EE0862
 EE0862.The dynamic height is computed by dividing the NAVD 88
 EE0862.geopotential number by the normal gravity value computed on the
 EE0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0862.degrees latitude (g = 980.6199 gals.).
 EE0862
 EE0862.The modeled gravity was interpolated from observed gravity values.
 EE0862
 EE0862;                    North         East    Units  Estimated Accuracy
 EE0862;SPC AL E     -   488,460.      204,160.      MT  (+/- 180 meters Scaled)
 EE0862
 EE0862                          SUPERSEDED SURVEY CONTROL
 EE0862
 EE0862  NGVD 29 (??/??/92)  190.104  (m)          623.70   (f) ADJ UNCH    1 2
 EE0862
 EE0862.Superseded values are not recommended for survey control.
 EE0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0862.See file dsdata.txt to determine how the superseded data were derived.
 EE0862
 EE0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD107631(NAD 83)
 EE0862_MARKER: Z = SEE DESCRIPTION
 EE0862_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0862_SP_SET: ABUTMENT
 EE0862_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0862
 EE0862  HISTORY     - Date     Condition        Report By
 EE0862  HISTORY     - UNK      MONUMENTED       LNRR
 EE0862  HISTORY     - 1950     SEE DESCRIPTION  NGS
 EE0862  HISTORY     - 1963     MARK NOT FOUND   LNRR
 EE0862
 EE0862                          STATION DESCRIPTION
 EE0862
 EE0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 EE0862'3.9 MI NE FROM STEVENSON.
 EE0862'ABOUT 3.9 MILES NORTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND
 EE0862'ST. LOUIS RAILWAY FROM THE STATION AT STEVENSON, THE TOP OF THE
 EE0862'WEST CORNER OF THE NORTHWEST END OF THE SOUTHWEST ABUTMENT OF
 EE0862'RAILWAY BRIDGE NO. 116.5, 8 FEET NORTHWEST OF THE NORTHWEST RAIL
 EE0862'OF THE SOUTHWEST BOUND TRACK, 36 FEET SOUTHWEST OF USC AND GS
 EE0862'BM P 317, ABOUT 2 FEET ABOVE THE LEVEL OF THE BRIDGE SEAT AND ABOUT
 EE0862'3 1/2 BELOW THE TRACK.
 EE0862
 EE0862                          STATION RECOVERY (1963)
 EE0862
 EE0862'RECOVERY NOTE BY LOUISVILLE AND NASHVILLE RAILROAD 1963
 EE0862'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0860 ***********************************************************************
 EE0860  DESIGNATION -  117.5
 EE0860  PID         -  EE0860
 EE0860  STATE/COUNTY-  AL/JACKSON
 EE0860  USGS QUAD   -  DORAN COVE (1988)
 EE0860
 EE0860                         *CURRENT SURVEY CONTROL
 EE0860  ___________________________________________________________________
 EE0860* NAD 83(1986)-  34 54 53.     (N)    085 46 32.     (W)     SCALED    
 EE0860* NAVD 88     -       188.167  (meters)     617.34   (feet)  ADJUSTED  
 EE0860  ___________________________________________________________________
 EE0860  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE0860  DYNAMIC HT  -         187.983 (meters)     616.74  (feet)  COMP
 EE0860  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 EE0860
 EE0860  VERT ORDER  -  FIRST     CLASS II
 EE0860
 EE0860.The horizontal coordinates were scaled from a topographic map and have
 EE0860.an estimated accuracy of +/- 6 seconds.
 EE0860
 EE0860.The orthometric height was determined by differential leveling
 EE0860.and adjusted by the National Geodetic Survey in June 1991..
 EE0860
 EE0860.The geoid height was determined by GEOID03.
 EE0860
 EE0860.The dynamic height is computed by dividing the NAVD 88
 EE0860.geopotential number by the normal gravity value computed on the
 EE0860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0860.degrees latitude (g = 980.6199 gals.).
 EE0860
 EE0860.The modeled gravity was interpolated from observed gravity values.
 EE0860
 EE0860;                    North         East    Units  Estimated Accuracy
 EE0860;SPC AL E     -   489,570.      205,280.      MT  (+/- 180 meters Scaled)
 EE0860
 EE0860                          SUPERSEDED SURVEY CONTROL
 EE0860
 EE0860  NGVD 29 (??/??/92)  188.159  (m)          617.32   (f) ADJ UNCH    1 2
 EE0860
 EE0860.Superseded values are not recommended for survey control.
 EE0860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0860.See file dsdata.txt to determine how the superseded data were derived.
 EE0860
 EE0860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD118642(NAD 83)
 EE0860_MARKER: DD = SURVEY DISK
 EE0860_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0860_SP_SET: ABUTMENT
 EE0860_MARK LOGO: LNRR  
 EE0860_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0860
 EE0860  HISTORY     - Date     Condition        Report By
 EE0860  HISTORY     - UNK      MONUMENTED       LNRR
 EE0860  HISTORY     - 1963     GOOD             NGS
 EE0860  HISTORY     - 1983     GOOD             NGS
 EE0860
 EE0860                          STATION DESCRIPTION
 EE0860
 EE0860'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0860'4.8 MI NE FROM STEVENSON.
 EE0860'ABOUT 4.8 MILES NE ALONG LOUISVILLE AND NASHVILLE RAILROAD FROM
 EE0860'STATION IN STEVENSON, AT RAILROAD OVERPASS NO. 117.5 OVER WHAT
 EE0860'NOW IS APPARENTLY A PRIVATE ROAD, AN ESTIMATED 150 YARDS NW OF
 EE0860'NO. 72 U.S. HIGHWAY, THE TOP OF NW CORNER OF TOP STEP OF N END
 EE0860'OF W ABUTMENT OF SKEWED RAILROAD BRIDGE, ORIGINALLY DESCRIBED
 EE0860'AS 4.5 FEET NW OF NW RAIL AND 2-1/2 FEET BELOW THE TRACK, THE
 EE0860'SPECIFIED CORNER WAS MEASURED AS 6.0 FEET NW OF NW RAIL OF MAIN
 EE0860'LINE DOUBLE TRACKS, 2.8 FEET LOWER THAN TOP OF SAME, NO SPECIFIC
 EE0860'MARK TO IDENTIFY A PRECISE POINT WAS FOUND.  THE ENTIRE SURFACE
 EE0860'OF THE TOP OF THE NW CORNER OF THE ABUTMENT APPARENTLY WOULD VARY
 EE0860'LESS THAN 0.01 FOOT IN ELEVATION.  THE TRACKS HAVE BEEN RAISED
 EE0860'BY ADDED BALLAST SO IT APPEARS.  IT IS NOTED THAT THE SUBJECT MARK
 EE0860'IS JUST ACROSS THE TRACKS AND DIAGONALLY ACROSS THE BRIDGE FROM
 EE0860'BENCH MARK Q 317 FOR WHICH SEE DESCRIPTION THEREOF.
 EE0860
 EE0860                          STATION RECOVERY (1983)
 EE0860
 EE0860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0860'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0670 ***********************************************************************
 DH0670  DESIGNATION -  12
 DH0670  PID         -  DH0670
 DH0670  STATE/COUNTY-  AL/JEFFERSON
 DH0670  USGS QUAD   -  BESSEMER (1988)
 DH0670
 DH0670                         *CURRENT SURVEY CONTROL
 DH0670  ___________________________________________________________________
 DH0670* NAD 83(1986)-  33 27 25.     (N)    086 57 10.     (W)     SCALED    
 DH0670* NAVD 88     -       151.911  (meters)     498.39   (feet)  ADJUSTED  
 DH0670  ___________________________________________________________________
 DH0670  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0670  DYNAMIC HT  -         151.743 (meters)     497.84  (feet)  COMP
 DH0670  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 DH0670
 DH0670  VERT ORDER  -  FIRST     CLASS II
 DH0670
 DH0670.The horizontal coordinates were scaled from a topographic map and have
 DH0670.an estimated accuracy of +/- 6 seconds.
 DH0670
 DH0670.The orthometric height was determined by differential leveling
 DH0670.and adjusted by the National Geodetic Survey in June 1991..
 DH0670
 DH0670.The geoid height was determined by GEOID03.
 DH0670
 DH0670.The dynamic height is computed by dividing the NAVD 88
 DH0670.geopotential number by the normal gravity value computed on the
 DH0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0670.degrees latitude (g = 980.6199 gals.).
 DH0670
 DH0670.The modeled gravity was interpolated from observed gravity values.
 DH0670
 DH0670;                    North         East    Units  Estimated Accuracy
 DH0670;SPC AL W     -   383,420.      650,870.      MT  (+/- 180 meters Scaled)
 DH0670
 DH0670                          SUPERSEDED SURVEY CONTROL
 DH0670
 DH0670.No superseded survey control is available for this station.
 DH0670
 DH0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC043019(NAD 83)
 DH0670_MARKER: DD = SURVEY DISK
 DH0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0670_SP_SET: CULVERT
 DH0670_STAMPING: 498.00 12 1903
 DH0670_MARK LOGO: TCIRR 
 DH0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH0670+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2003
 DH0670
 DH0670  HISTORY     - Date     Condition        Report By
 DH0670  HISTORY     - 1903     MONUMENTED       TCIRR
 DH0670  HISTORY     - 1942     GOOD             CGS
 DH0670  HISTORY     - 1980     GOOD             NGS
 DH0670  HISTORY     - 20031129 GOOD             GEOCAC
 DH0670
 DH0670                          STATION DESCRIPTION
 DH0670
 DH0670'DESCRIBED BY TN COAL IRON AND RR 1903
 DH0670'5.0 MI SW FROM ENSLEY.
 DH0670'5.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE NINETEENTH
 DH0670'STREET FREIGHT STATION AT ENSLEY, JEFFERSON COUNTY, 0.1 MILE SOUTHWEST
 DH0670'OF MILEPOST 14, 600 FEET SOUTHWEST OF THE CROSSING OF POSSUM VALLEY
 DH0670'ROAD, AT A REINFORCED-CONCRETE DOUBLE BOX CULVERT, AND IN THE CENTER
 DH0670'OF THE TOP OF THE NORTHWEST HEAD WALL.  A TENNESSEE COAL, IRON AND
 DH0670'RAILROAD CO. STANDARD DISK, STAMPED 498.00 12 1903.
 DH0670
 DH0670                          STATION RECOVERY (1942)
 DH0670
 DH0670'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942
 DH0670'RECOVERED IN GOOD CONDITION.
 DH0670
 DH0670                          STATION RECOVERY (1980)
 DH0670
 DH0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH0670'RECOVERED IN GOOD CONDITION.
 DH0670
 DH0670                          STATION RECOVERY (2003)
 DH0670
 DH0670'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0670'THE IS LOCATED APPROXIMATELY 500 FEET SOUTHWEST FROM THE CROSSING OF
 DH0670'THE BIRMINGHAM SOUTHERN RAILWAY AT ALLISON BONNETT MEMORIAL PARKWAY
 DH0670'NEAR THE JAYBIRD ROAD EXIT OF I-20/59. THE MARK IS AT A
 DH0670'REINFORCED-CONCRETE DOUBLE BOX CULVERT, AND IN THE CENTER OF THE TOP
 DH0670'OF THE NORTHWEST HEAD WALL. A TENNESSEE COAL, IRON AND RAILROAD CO.
 DH0670'STANDARD DISK, STAMPED 498.00 12 1903.
 DH0670' 
 DH0670'THE MARK WAS RECOVERED IN GOOD CONDITION. THE COORDINATES OF N 33
 DH0670'37.417 W O86 57.171 WERE RECORDED USING A CONSUMER GRADE GPS UNIT WITH
 DH0670'A 5 MINUTE OCCUPATION OF THE MARK WHILE RECEIVING WAAS SIGNALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1863 ***********************************************************************
 BV1863  DESIGNATION -  12 1
 BV1863  PID         -  BV1863
 BV1863  STATE/COUNTY-  AL/CHOCTAW
 BV1863  USGS QUAD   -  ISNEY (1974)
 BV1863
 BV1863                         *CURRENT SURVEY CONTROL
 BV1863  ___________________________________________________________________
 BV1863* NAD 83(1992)-  31 46 58.14624(N)    088 27 29.25049(W)     ADJUSTED  
 BV1863* NAVD 88     -        80.8    (meters)     265.     (feet)  VERTCON   
 BV1863  ___________________________________________________________________
 BV1863  X           -     146,022.584 (meters)                     COMP
 BV1863  Y           -  -5,424,861.796 (meters)                     COMP
 BV1863  Z           -   3,340,012.732 (meters)                     COMP
 BV1863  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 BV1863  ELLIP HEIGHT-          53.67  (meters)          (07/29/02) GPS OBS
 BV1863  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BV1863
 BV1863  HORZ ORDER  -  FIRST
 BV1863  ELLP ORDER  -  FOURTH    CLASS I
 BV1863
 BV1863.The horizontal coordinates were established by GPS observations
 BV1863.and adjusted by the National Geodetic Survey in December 1992..
 BV1863
 BV1863.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1863
 BV1863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1863
 BV1863.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1863
 BV1863.The ellipsoidal height was determined by GPS observations
 BV1863.and is referenced to NAD 83.
 BV1863
 BV1863.The geoid height was determined by GEOID03.
 BV1863
 BV1863;                    North         East     Units Scale Factor Converg.
 BV1863;SPC AL W     -   198,043.348   509,255.141   MT  1.00003486   -0 30 16.8
 BV1863;SPC MS E     -   253,129.627   335,536.256   MT  0.99996557   +0 11 51.4
 BV1863;SPC MS E     -   830,476.12  1,100,838.53   sFT  0.99996557   +0 11 51.4
 BV1863;UTM  16      - 3,517,288.556   361,941.946   MT  0.99983507   -0 46 05.2
 BV1863
 BV1863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1863!SPC AL W     -   0.99999157  x   1.00003486  =   1.00002643
 BV1863!SPC MS E     -   0.99999157  x   0.99996557  =   0.99995714
 BV1863!UTM  16      -   0.99999157  x   0.99983507  =   0.99982664
 BV1863
 BV1863                          SUPERSEDED SURVEY CONTROL
 BV1863
 BV1863  ELLIP H (12/04/92)   53.71   (m)                       GP(       ) 4 1
 BV1863  NAD 83(1986)-  31 46 58.16271(N)    088 27 29.25369(W) AD(       ) 1
 BV1863  NGVD 29 (12/04/92)   80.8    (m)          265.     (f) GPS OBS        
 BV1863
 BV1863.Superseded values are not recommended for survey control.
 BV1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1863.See file dsdata.txt to determine how the superseded data were derived.
 BV1863
 BV1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6194217289(NAD 83)
 BV1863_MARKER: DD = SURVEY DISK
 BV1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1863_SP_SET: CONCRETE POST
 BV1863_STAMPING: 12-1 1990
 BV1863_MARK LOGO: ALHD  
 BV1863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1863+STABILITY: SURFACE MOTION
 BV1863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1863+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1991
 BV1863
 BV1863  HISTORY     - Date     Condition        Report By
 BV1863  HISTORY     - 1990     MONUMENTED       ALHD
 BV1863  HISTORY     - 19910418 GOOD
 BV1863
 BV1863                          STATION DESCRIPTION
 BV1863
 BV1863'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BV1863'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE SOUTH RIGHT OF WAY OF
 BV1863'U. S. 84, ABOUT 12.39 KM (7.70 MI) WEST - NORTHWEST OF SILAS, AND
 BV1863'ABOUT 16.66 KM (10.35 MI) SOUTHWEST OF GILBERTOWN.
 BV1863'TO REACH THE STATION FROM THE JUNCTION OF U. S. 84 AND ALA 17 (MILE
 BV1863'POST 8.40 ON U. S. 84) AT BOLINGER, DRIVE WEST ON U. S. 84 12.55 KM
 BV1863'(7.80 MI) TO MILE POST 0.60 AND THE STATION ON THE LEFT.
 BV1863'THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE FRONT LAWN OF A
 BV1863'LARGE BRICK RESIDENCE AT MASONS STORE, 4.72 M (15.49 FT) SOUTHWEST OF
 BV1863'THE WEST END OF A 15 INCH CORREGATED METAL PIPE UNDER A DRIVEWAY,
 BV1863'10.97 M (35.99 FT) SOUTH OF THE CENTERLINE OF U. S. 84, 19.23 M
 BV1863'(63.09 FT) NORTHWEST OF A FADED PEPSI SIGN FOR MASONS STORE, 35.05 M
 BV1863'(114.99 FT) NORTH OF THE NORTHWEST CORNER OF A LARGE BRICK RESIDENCE,
 BV1863'36.12 M (118.50 FT) NORTHWEST OF TRANSFORMER POWER POLE NO. 1431020,
 BV1863'37.49 M (123.00 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK
 BV1863'FRONT CONCRETE BLOCK STORE BUILDING, AND SET FLUSH WITH THE GROUND.
 BV1863'STATION 12-2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BV1863'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 BV1863'MR. D. C. MASON, JR.
 BV1863'ROUTE 1, BOX 43
 BV1863'SILAS, ALABAMA 36919
 BV1863'PHONE 205 - 542 - 9575.
 BV1863
 BV1863                          STATION RECOVERY (1991)
 BV1863
 BV1863'RECOVERED 1991
 BV1863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1593 ***********************************************************************
 CO1593  DESIGNATION -  12 10
 CO1593  PID         -  CO1593
 CO1593  STATE/COUNTY-  AL/CHOCTAW
 CO1593  USGS QUAD   -  WHYNOT (1978)
 CO1593
 CO1593                         *CURRENT SURVEY CONTROL
 CO1593  ___________________________________________________________________
 CO1593* NAD 83(1992)-  32 15 03.56622(N)    088 23 00.04020(W)     ADJUSTED  
 CO1593* NAVD 88     -        92.2    (meters)     302.     (feet)  VERTCON   
 CO1593  ___________________________________________________________________
 CO1593  X           -     152,326.568 (meters)                     COMP
 CO1593  Y           -  -5,397,162.969 (meters)                     COMP
 CO1593  Z           -   3,384,036.294 (meters)                     COMP
 CO1593  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CO1593  ELLIP HEIGHT-          64.24  (meters)          (07/29/02) GPS OBS
 CO1593  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CO1593
 CO1593  HORZ ORDER  -  FIRST
 CO1593  ELLP ORDER  -  FOURTH    CLASS I
 CO1593
 CO1593.The horizontal coordinates were established by GPS observations
 CO1593.and adjusted by the National Geodetic Survey in December 1992..
 CO1593
 CO1593.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1593
 CO1593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1593
 CO1593.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1593
 CO1593.The ellipsoidal height was determined by GPS observations
 CO1593.and is referenced to NAD 83.
 CO1593
 CO1593.The geoid height was determined by GEOID03.
 CO1593
 CO1593;                    North         East     Units Scale Factor Converg.
 CO1593;SPC AL W     -   249,896.918   516,762.304   MT  1.00001874   -0 28 17.1
 CO1593;UTM  16      - 3,569,096.228   369,687.423   MT  0.99980941   -0 44 17.9
 CO1593
 CO1593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1593!SPC AL W     -   0.99998991  x   1.00001874  =   1.00000865
 CO1593!UTM  16      -   0.99998991  x   0.99980941  =   0.99979933
 CO1593
 CO1593:                Primary Azimuth Mark                     Grid Az
 CO1593:SPC AL W     -  12 9                                     179 32 11.5
 CO1593:UTM  16      -  12 9                                     179 48 12.3
 CO1593
 CO1593|---------------------------------------------------------------------|
 CO1593| PID    Reference Object                     Distance      Geod. Az  |
 CO1593|                                                           dddmmss.s |
 CO1593| CO1592 12 9                                APPROX. 0.6 KM 1790354.4 |
 CO1593|---------------------------------------------------------------------|
 CO1593
 CO1593                          SUPERSEDED SURVEY CONTROL
 CO1593
 CO1593  ELLIP H (12/04/92)   64.26   (m)                       GP(       ) 4 1
 CO1593  NAD 83(1986)-  32 15 03.57697(N)    088 23 00.04644(W) AD(       ) 1
 CO1593  NGVD 29 (12/04/92)   92.2    (m)          302.     (f) GPS OBS        
 CO1593
 CO1593.Superseded values are not recommended for survey control.
 CO1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1593.See file dsdata.txt to determine how the superseded data were derived.
 CO1593
 CO1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA6968769096(NAD 83)
 CO1593_MARKER: DD = SURVEY DISK
 CO1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1593_SP_SET: CONCRETE POST
 CO1593_STAMPING: 12-10 1990
 CO1593_MARK LOGO: ALHD  
 CO1593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1593+STABILITY: SURFACE MOTION
 CO1593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1593+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 CO1593
 CO1593  HISTORY     - Date     Condition        Report By
 CO1593  HISTORY     - 1990     MONUMENTED       ALHD
 CO1593  HISTORY     - 19910416 GOOD
 CO1593
 CO1593                          STATION DESCRIPTION
 CO1593
 CO1593'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1593'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE WEST RIGHT OF WAY OF
 CO1593'CHOCTAW COUNTY ROAD NO. 1, ABOUT 0.40 KM (0.25 MI) NORTH OF YANTLY,
 CO1593'AND ABOUT 13.12 KM (8.15 MI) NORTHWEST OF LISMAN.
 CO1593'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST
 CO1593'17.60 ON ALA 10) IN BUTLER, DRIVE NORTHWEST ON ALA 10 24.38 KM
 CO1593'(15.15 MI) TO MILE POST 2.45 AND CHOCTAW COUNTY ROAD NO. 32 ON THE
 CO1593'RIGHT, TURN RIGHT ON CHOCTAW COUNTY ROAD NO. 32 AND DRIVE EAST 0.40
 CO1593'KM (0.25 MI) TO CHOCTAW COUNTY ROAD NO. 1 ON THE LEFT, TURN LEFT ON
 CO1593'CHOCTAW COUNTY ROAD NO. 1 AND DRIVE NORTH 1.93 KM (1.20 MI) AND THE
 CO1593'STATI0N ON THE LEFT.
 CO1593'THE STATION IS 1.52 M (4.99 FT) WEST OF THE CREST OF A THREE FOOT
 CO1593'VERTICAL BACKSLOPE, 11.16 M (36.61 FT) WEST OF THE CENTER OF CHOCTAW
 CO1593'COUNTY ROAD NO. 1, 25.45 M (83.50 FT) NORTHEAST OF A POWER POLE IN A
 CO1593'PASTURE, AND SET FLUSH WITH THE GROUND.
 CO1593'STATION 12-9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1593'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 CO1593'MRS. NONA HYNDE
 CO1593'ROUTE 1, BOX 106
 CO1593'LISMAN, ALABAMA
 CO1593'PHONE 205 - 398 - 3266.
 CO1593
 CO1593                          STATION RECOVERY (1991)
 CO1593
 CO1593'RECOVERED 1991
 CO1593'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1594 ***********************************************************************
 CO1594  DESIGNATION -  12 11
 CO1594  PID         -  CO1594
 CO1594  STATE/COUNTY-  AL/CHOCTAW
 CO1594  USGS QUAD   -  GASTON (1986)
 CO1594
 CO1594                         *CURRENT SURVEY CONTROL
 CO1594  ___________________________________________________________________
 CO1594* NAD 83(1992)-  32 17 50.08881(N)    088 08 44.30396(W)     ADJUSTED  
 CO1594* NAVD 88     -        49.8    (meters)     163.     (feet)  VERTCON   
 CO1594  ___________________________________________________________________
 CO1594  X           -     174,626.748 (meters)                     COMP
 CO1594  Y           -  -5,393,710.986 (meters)                     COMP
 CO1594  Z           -   3,388,350.512 (meters)                     COMP
 CO1594  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CO1594  ELLIP HEIGHT-          21.61  (meters)          (07/29/02) GPS OBS
 CO1594  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CO1594
 CO1594  HORZ ORDER  -  FIRST
 CO1594  ELLP ORDER  -  FOURTH    CLASS I
 CO1594
 CO1594.The horizontal coordinates were established by GPS observations
 CO1594.and adjusted by the National Geodetic Survey in December 1992..
 CO1594
 CO1594.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1594
 CO1594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1594
 CO1594.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1594
 CO1594.The ellipsoidal height was determined by GPS observations
 CO1594.and is referenced to NAD 83.
 CO1594
 CO1594.The geoid height was determined by GEOID03.
 CO1594
 CO1594;                    North         East     Units Scale Factor Converg.
 CO1594;SPC AL W     -   254,866.653   539,192.590   MT  0.99997891   -0 20 41.9
 CO1594;UTM  16      - 3,573,960.283   392,135.635   MT  0.99974348   -0 36 43.9
 CO1594
 CO1594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1594!SPC AL W     -   0.99999661  x   0.99997891  =   0.99997552
 CO1594!UTM  16      -   0.99999661  x   0.99974348  =   0.99974009
 CO1594
 CO1594:                Primary Azimuth Mark                     Grid Az
 CO1594:SPC AL W     -  12 12                                    323 48 29.8
 CO1594:UTM  16      -  12 12                                    324 04 31.8
 CO1594
 CO1594|---------------------------------------------------------------------|
 CO1594| PID    Reference Object                     Distance      Geod. Az  |
 CO1594|                                                           dddmmss.s |
 CO1594| CO1595 12 12                               428.549 METERS 3232747.9 |
 CO1594|---------------------------------------------------------------------|
 CO1594
 CO1594                          SUPERSEDED SURVEY CONTROL
 CO1594
 CO1594  ELLIP H (12/04/92)   21.65   (m)                       GP(       ) 4 1
 CO1594  NAD 83(1986)-  32 17 50.10027(N)    088 08 44.31232(W) AD(       ) 1
 CO1594  NGVD 29 (12/04/92)   49.7    (m)          163.     (f) GPS OBS        
 CO1594
 CO1594.Superseded values are not recommended for survey control.
 CO1594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1594.See file dsdata.txt to determine how the superseded data were derived.
 CO1594
 CO1594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9213673960(NAD 83)
 CO1594_MARKER: DD = SURVEY DISK
 CO1594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1594_SP_SET: CONCRETE POST
 CO1594_STAMPING: 12-11 1990
 CO1594_MARK LOGO: ALHD  
 CO1594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1594+STABILITY: SURFACE MOTION
 CO1594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1594+SATELLITE: SATELLITE OBSERVATIONS - April 11, 1991
 CO1594
 CO1594  HISTORY     - Date     Condition        Report By
 CO1594  HISTORY     - 1990     MONUMENTED       ALHD
 CO1594  HISTORY     - 19910411 GOOD
 CO1594
 CO1594                          STATION DESCRIPTION
 CO1594
 CO1594'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1594'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTHEAST RIGHT OF WAY
 CO1594'OF CHOCTAW COUNTY ROAD NO. 15, ABOUT 13.28 KM (8.25 MI) NORTHWEST OF
 CO1594'PENNINGTON, AND ABOUT 24.22 KM (15.05 MI) NORTH - NORTHEAST OF
 CO1594'BUTLER.
 CO1594'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST
 CO1594'110.05 ON ALA 17) IN BUTLER, DRIVE NORTHEAST AND NORTH 21.81 KM
 CO1594'(13.55 MI) TO MILE POST 123.60 AND CHOCTAW COUNTY ROAD NO. 42 ON THE
 CO1594'RIGHT, TURN RIGHT ON CHOCTAW COUNTY ROAD NO. 42 AND DRIVE NORTHEAST
 CO1594'3.86 KM (2.40 MI) TO A T-INTERSECTION WITH CHOCTAW COUNTY ROAD NO. 42
 CO1594'RIGHT AND CHOCTAW COUNTY ROAD NO. 15 LEFT, TURN LEFT ON CHOCTAW
 CO1594'COUNTY ROAD NO. 15 AND DRIVE NORTHWEST 1.05 KM (0.65 MI) TO THE
 CO1594'STATION ON THE RIGHT.
 CO1594'THE STATION IS 2.68 M (8.79 FT) SOUTHWEST OF A HOG WIRE FENCE WITH ONE
 CO1594'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 10.49 M (34.42 FT)
 CO1594'NORTHEAST OF THE CENTERLINE OF CHOCTAW COUNTY ROAD NO. 15, 26.82 M
 CO1594'(87.99 FT) SOUTH - SOUTHEAST OF A THREE FOOT TALL WHITE TWO-INCH
 CO1594'PLASTIC PIPE, 2.62 M (8.60 FT) SOUTHWEST OF A CARSONITE WITNESS POST,
 CO1594'AND SET FLUSH WITH THE GROUND.
 CO1594'STATION 12-12 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1594
 CO1594                          STATION RECOVERY (1991)
 CO1594
 CO1594'RECOVERED 1991
 CO1594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1595 ***********************************************************************
 CO1595  DESIGNATION -  12 12
 CO1595  PID         -  CO1595
 CO1595  STATE/COUNTY-  AL/CHOCTAW
 CO1595  USGS QUAD   -  GASTON (1986)
 CO1595
 CO1595                         *CURRENT SURVEY CONTROL
 CO1595  ___________________________________________________________________
 CO1595* NAD 83(1992)-  32 18 01.26699(N)    088 08 54.05587(W)     ADJUSTED  
 CO1595* NAVD 88     -        52.7    (meters)     173.     (feet)  VERTCON   
 CO1595  ___________________________________________________________________
 CO1595  X           -     174,365.877 (meters)                     COMP
 CO1595  Y           -  -5,393,537.856 (meters)                     COMP
 CO1595  Z           -   3,388,643.149 (meters)                     COMP
 CO1595  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 CO1595  ELLIP HEIGHT-          24.58  (meters)          (07/29/02) GPS OBS
 CO1595  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CO1595
 CO1595  HORZ ORDER  -  FIRST
 CO1595  ELLP ORDER  -  FOURTH    CLASS I
 CO1595
 CO1595.The horizontal coordinates were established by GPS observations
 CO1595.and adjusted by the National Geodetic Survey in December 1992..
 CO1595
 CO1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1595
 CO1595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1595
 CO1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1595
 CO1595.The ellipsoidal height was determined by GPS observations
 CO1595.and is referenced to NAD 83.
 CO1595
 CO1595.The geoid height was determined by GEOID03.
 CO1595
 CO1595;                    North         East     Units Scale Factor Converg.
 CO1595;SPC AL W     -   255,212.504   538,939.542   MT  0.99997929   -0 20 47.3
 CO1595;UTM  16      - 3,574,307.229   391,884.262   MT  0.99974414   -0 36 49.3
 CO1595
 CO1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1595!SPC AL W     -   0.99999614  x   0.99997929  =   0.99997543
 CO1595!UTM  16      -   0.99999614  x   0.99974414  =   0.99974028
 CO1595
 CO1595:                Primary Azimuth Mark                     Grid Az
 CO1595:SPC AL W     -  12 11                                    143 48 30.0
 CO1595:UTM  16      -  12 11                                    144 04 32.0
 CO1595
 CO1595|---------------------------------------------------------------------|
 CO1595| PID    Reference Object                     Distance      Geod. Az  |
 CO1595|                                                           dddmmss.s |
 CO1595| CO1594 12 11                               428.549 METERS 1432742.7 |
 CO1595|---------------------------------------------------------------------|
 CO1595
 CO1595                          SUPERSEDED SURVEY CONTROL
 CO1595
 CO1595  ELLIP H (12/04/92)   24.61   (m)                       GP(       ) 4 1
 CO1595  NAD 83(1986)-  32 18 01.27845(N)    088 08 54.06423(W) AD(       ) 1
 CO1595  NGVD 29 (12/04/92)   52.7    (m)          173.     (f) GPS OBS        
 CO1595
 CO1595.Superseded values are not recommended for survey control.
 CO1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1595.See file dsdata.txt to determine how the superseded data were derived.
 CO1595
 CO1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9188474307(NAD 83)
 CO1595_MARKER: DD = SURVEY DISK
 CO1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1595_SP_SET: CONCRETE POST
 CO1595_STAMPING: 12-12 1990
 CO1595_MARK LOGO: ALHD  
 CO1595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1595+STABILITY: SURFACE MOTION
 CO1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1595+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 CO1595
 CO1595  HISTORY     - Date     Condition        Report By
 CO1595  HISTORY     - 1990     MONUMENTED       ALHD
 CO1595  HISTORY     - 19910416 GOOD
 CO1595
 CO1595                          STATION DESCRIPTION
 CO1595
 CO1595'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1595'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CO1595'OF CHOCTAW COUNTY ROAD NO. 15, ABOUT 13.76 KM (8.55 MI) NORTHWEST OF
 CO1595'PENNINGTON, AND ABOUT 24.46 KM (15.20 MI) NORTH - NORTHEAST OF
 CO1595'BUTLER.
 CO1595'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST
 CO1595'110.05 ON ALA 17) IN BUTLER, DRIVE NORTHEAST AND NORTH 21.81 KM
 CO1595'(13.55 MI) TO MILE POST 123.60 AND CHOCTAW COUNTY ROAD NO. 42 ON THE
 CO1595'RIGHT, TURN RIGHT ON CHOCTAW COUNTY ROAD NO. 42 AND DRIVE NORTHEAST
 CO1595'3.86 KM (2.40 MI) TO A T-INTERSECTION WITH CHOCTAW COUNTY ROAD NO. 42
 CO1595'RIGHT AND CHOCTAW COUNTY ROAD NO. 15 LEFT, TURN LEFT ON CHOCTAW
 CO1595'COUNTY ROAD NO. 15 AND DRIVE NORTHWEST 1.45 KM (0.90 MI) TO THE
 CO1595'STATION ON THE LEFT.
 CO1595'THE STATION IS 11.40 M (37.40 FT) SOUTHWEST OF THE CENTERLINE OF
 CO1595'CHOCTAW COUNTY ROAD NO. 15, 26.30 M (86.29 FT) SOUTHWEST OF A HOG
 CO1595'WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS
 CO1595'ACROSS CHOCTAW COUNTY ROAD NO. 15, 69.37 M (227.59 FT) NORTHWEST OF
 CO1595'TELEPHONE CABLE PEDESTAL NO. 5700 14, 0.37 M (1.21 FT) NORTHEAST OF A
 CO1595'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CO1595'STATION 12-11 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1595
 CO1595                          STATION RECOVERY (1991)
 CO1595
 CO1595'RECOVERED 1991
 CO1595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8323 ***********************************************************************
 AA8323  DESIGNATION -  12 13
 AA8323  PID         -  AA8323
 AA8323  STATE/COUNTY-  AL/CHOCTAW
 AA8323  USGS QUAD   -  COFFEEVILLE LOCK AND DAM (1981)
 AA8323
 AA8323                         *CURRENT SURVEY CONTROL
 AA8323  ___________________________________________________________________
 AA8323* NAD 83(1992)-  31 46 10.55246(N)    088 11 13.26183(W)     ADJUSTED  
 AA8323* NAVD 88     -        47.1    (meters)     155.     (feet)  VERTCON   
 AA8323  ___________________________________________________________________
 AA8323  X           -     171,713.323 (meters)                     COMP
 AA8323  Y           -  -5,424,852.761 (meters)                     COMP
 AA8323  Z           -   3,338,748.583 (meters)                     COMP
 AA8323  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AA8323  ELLIP HEIGHT-          19.60  (meters)          (07/29/02) GPS OBS
 AA8323  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AA8323
 AA8323  HORZ ORDER  -  FIRST
 AA8323  ELLP ORDER  -  FOURTH    CLASS I
 AA8323
 AA8323.The horizontal coordinates were established by GPS observations
 AA8323.and adjusted by the National Geodetic Survey in September 1995..
 AA8323
 AA8323.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8323
 AA8323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8323
 AA8323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8323
 AA8323.The ellipsoidal height was determined by GPS observations
 AA8323.and is referenced to NAD 83.
 AA8323
 AA8323.The geoid height was determined by GEOID03.
 AA8323
 AA8323;                    North         East     Units Scale Factor Converg.
 AA8323;SPC AL W     -   196,383.293   534,923.414   MT  0.99998555   -0 21 42.2
 AA8323;UTM  16      - 3,515,510.912   387,596.808   MT  0.99975582   -0 37 30.1
 AA8323
 AA8323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8323!SPC AL W     -   0.99999692  x   0.99998555  =   0.99998247
 AA8323!UTM  16      -   0.99999692  x   0.99975582  =   0.99975274
 AA8323
 AA8323                          SUPERSEDED SURVEY CONTROL
 AA8323
 AA8323  ELLIP H (09/29/95)   19.64   (m)                       GP(       ) 3 2
 AA8323  NGVD 29 (09/29/95)   47.1    (m)          155.     (f) GPS OBS        
 AA8323
 AA8323.Superseded values are not recommended for survey control.
 AA8323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8323.See file dsdata.txt to determine how the superseded data were derived.
 AA8323
 AA8323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA8759715511(NAD 83)
 AA8323_MARKER: DD = SURVEY DISK
 AA8323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8323_STAMPING: 12-13 1995
 AA8323_MARK LOGO: ALHD  
 AA8323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8323+STABILITY: SURFACE MOTION
 AA8323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8323+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8323
 AA8323  HISTORY     - Date     Condition        Report By
 AA8323  HISTORY     - 1995     MONUMENTED       ALHD
 AA8323
 AA8323                          STATION DESCRIPTION
 AA8323
 AA8323'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8323'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8323'U.S. 84, ABOUT 2.75 MI (4.43 KM) NORTH-NORTHEAST OF BLADON SPRINGS AND
 AA8323'ABOUT 8.30 MI (13.36 KM) EAST OF SILAS. TO REACH THE STATION FROM THE
 AA8323'JUNCTION OF U.S. 84 AND ALA 17 (MILE POST 8.50 ON U.S. 84 AND MILE
 AA8323'POST 85.25 ON ALA 17) AT A FOUR WAY STOP AT BOLINGER, DRIVE EAST ON
 AA8323'U.S. 84 FOR 8.45 MI (13.60 KM) TO MILE POST 16.95 AND THE STATION ON
 AA8323'THE LEFT. THE STATION IS 10.0 FT (3.0 M) NORTH-NORTHEAST OF A 6 FT
 AA8323'(1.8 M) VERTICAL BACKSLOPE, 67.4 FT (20.5 M) NORTH-NORTHEAST OF THE
 AA8323'CENTERLINE OF U.S. 84, 193.5 FT (59.0 M) EAST-SOUTHEAST OF LARGE ANGLE
 AA8323'POWER POLE NO. 502 WITH THREE GUY WIRES, 24.3 FT (7.4 M) SOUTHWEST OF
 AA8323'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 12-14
 AA8323'1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8324 ***********************************************************************
 AA8324  DESIGNATION -  12 14
 AA8324  PID         -  AA8324
 AA8324  STATE/COUNTY-  AL/CHOCTAW
 AA8324  USGS QUAD   -  COFFEEVILLE LOCK AND DAM (1981)
 AA8324
 AA8324                         *CURRENT SURVEY CONTROL
 AA8324  ___________________________________________________________________
 AA8324* NAD 83(1992)-  31 45 59.16425(N)    088 10 53.38048(W)     ADJUSTED  
 AA8324* NAVD 88     -        52.8    (meters)     173.     (feet)  VERTCON   
 AA8324  ___________________________________________________________________
 AA8324  X           -     172,242.225 (meters)                     COMP
 AA8324  Y           -  -5,425,025.633 (meters)                     COMP
 AA8324  Z           -   3,338,453.382 (meters)                     COMP
 AA8324  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 AA8324  ELLIP HEIGHT-          25.33  (meters)          (07/29/02) GPS OBS
 AA8324  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AA8324
 AA8324  HORZ ORDER  -  FIRST
 AA8324  ELLP ORDER  -  FOURTH    CLASS I
 AA8324
 AA8324.The horizontal coordinates were established by GPS observations
 AA8324.and adjusted by the National Geodetic Survey in September 1995..
 AA8324
 AA8324.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8324
 AA8324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8324
 AA8324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8324
 AA8324.The ellipsoidal height was determined by GPS observations
 AA8324.and is referenced to NAD 83.
 AA8324
 AA8324.The geoid height was determined by GEOID03.
 AA8324
 AA8324;                    North         East     Units Scale Factor Converg.
 AA8324;SPC AL W     -   196,029.251   535,444.348   MT  0.99998471   -0 21 31.6
 AA8324;UTM  16      - 3,515,154.561   388,115.989   MT  0.99975439   -0 37 19.5
 AA8324
 AA8324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8324!SPC AL W     -   0.99999602  x   0.99998471  =   0.99998073
 AA8324!UTM  16      -   0.99999602  x   0.99975439  =   0.99975041
 AA8324
 AA8324                          SUPERSEDED SURVEY CONTROL
 AA8324
 AA8324  ELLIP H (09/29/95)   25.37   (m)                       GP(       ) 3 2
 AA8324  NGVD 29 (09/29/95)   52.8    (m)          173.     (f) GPS OBS        
 AA8324
 AA8324.Superseded values are not recommended for survey control.
 AA8324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8324.See file dsdata.txt to determine how the superseded data were derived.
 AA8324
 AA8324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA8811615155(NAD 83)
 AA8324_MARKER: DD = SURVEY DISK
 AA8324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8324_STAMPING: 12-14 1995
 AA8324_MARK LOGO: ALHD  
 AA8324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8324+STABILITY: SURFACE MOTION
 AA8324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8324+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8324
 AA8324  HISTORY     - Date     Condition        Report By
 AA8324  HISTORY     - 1995     MONUMENTED       ALHD
 AA8324
 AA8324                          STATION DESCRIPTION
 AA8324
 AA8324'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8324'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8324'U.S. 84, ABOUT 2.60 MI (4.18 KM) NORTH-NORTHEAST OF BLADON SPRINGS AND
 AA8324'ABOUT 8.65 MI (13.92 KM) EAST OF SILAS. TO REACH THE STATION FROM THE
 AA8324'JUNCTION OF U.S. 84 AND ALA 17 (MILE POST 8.50 ON U.S. 84 AND MILE
 AA8324'POST 85.25 ON ALA 17) AT A FOUR WAY STOP AT BOLINGER, DRIVE EAST ON
 AA8324'U.S. 84 FOR 8.85 MI (14.24 KM) TO MILE POST 17.35 AND THE STATION ON
 AA8324'THE LEFT. THE STATION IS 11.0 FT (3.4 M) NORTH-NORTHEAST OF A 12 FT
 AA8324'(3.7 M) VERTICAL BACKSLOPE, 56.0 FT (17.1 M) NORTH-NORTHEAST OF THE
 AA8324'CENTERLINE OF U.S. 84, 82.5 FT (25.1 M) SOUTHEAST OF LARGE POWER POLE
 AA8324'NO. 506, 13.3 FT (4.1 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST,
 AA8324'AND SET FLUSH WITH THE GROUND. STATION 12-13 1995 MAY BE USED AS AN
 AA8324'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8325 ***********************************************************************
 AA8325  DESIGNATION -  12 15
 AA8325  PID         -  AA8325
 AA8325  STATE/COUNTY-  AL/CHOCTAW
 AA8325  USGS QUAD   -  AQUILLA (1974)
 AA8325
 AA8325                         *CURRENT SURVEY CONTROL
 AA8325  ___________________________________________________________________
 AA8325* NAD 83(1992)-  31 44 43.80683(N)    088 24 00.09265(W)     ADJUSTED  
 AA8325* NAVD 88     -       141.7    (meters)     465.     (feet)  VERTCON   
 AA8325  ___________________________________________________________________
 AA8325  X           -     151,585.721 (meters)                     COMP
 AA8325  Y           -  -5,426,940.011 (meters)                     COMP
 AA8325  Z           -   3,336,526.687 (meters)                     COMP
 AA8325  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AA8325  ELLIP HEIGHT-         114.48  (meters)          (07/29/02) GPS OBS
 AA8325  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AA8325
 AA8325  HORZ ORDER  -  FIRST
 AA8325  ELLP ORDER  -  FOURTH    CLASS I
 AA8325
 AA8325.The horizontal coordinates were established by GPS observations
 AA8325.and adjusted by the National Geodetic Survey in September 1995..
 AA8325
 AA8325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8325
 AA8325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8325
 AA8325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8325
 AA8325.The ellipsoidal height was determined by GPS observations
 AA8325.and is referenced to NAD 83.
 AA8325
 AA8325.The geoid height was determined by GEOID03.
 AA8325
 AA8325;                    North         East     Units Scale Factor Converg.
 AA8325;SPC AL W     -   193,858.638   514,723.776   MT  1.00002299   -0 28 24.9
 AA8325;UTM  16      - 3,513,079.614   367,390.188   MT  0.99981688   -0 44 12.2
 AA8325
 AA8325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8325!SPC AL W     -   0.99998202  x   1.00002299  =   1.00000501
 AA8325!UTM  16      -   0.99998202  x   0.99981688  =   0.99979891
 AA8325
 AA8325:                Primary Azimuth Mark                     Grid Az
 AA8325:SPC AL W     -  12 16                                    000 01 44.3
 AA8325:UTM  16      -  12 16                                    000 17 31.6
 AA8325
 AA8325|---------------------------------------------------------------------|
 AA8325| PID    Reference Object                     Distance      Geod. Az  |
 AA8325|                                                           dddmmss.s |
 AA8325| AA8326 12 16                               437.777 METERS 3593319.4 |
 AA8325|---------------------------------------------------------------------|
 AA8325
 AA8325                          SUPERSEDED SURVEY CONTROL
 AA8325
 AA8325  ELLIP H (09/29/95)  114.52   (m)                       GP(       ) 3 2
 AA8325  NGVD 29 (09/29/95)  141.7    (m)          465.     (f) GPS OBS        
 AA8325
 AA8325.Superseded values are not recommended for survey control.
 AA8325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8325.See file dsdata.txt to determine how the superseded data were derived.
 AA8325
 AA8325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6739013080(NAD 83)
 AA8325_MARKER: DD = SURVEY DISK
 AA8325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8325_STAMPING: 12-15 1995
 AA8325_MARK LOGO: ALHD  
 AA8325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8325+STABILITY: SURFACE MOTION
 AA8325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8325+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8325
 AA8325  HISTORY     - Date     Condition        Report By
 AA8325  HISTORY     - 1995     MONUMENTED       ALHD
 AA8325
 AA8325                          STATION DESCRIPTION
 AA8325
 AA8325'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8325'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA8325'CHOCTAW COUNTY ROAD NO. 3, ABOUT 4.15 MI (6.68 KM) SOUTHEAST OF ISNEY
 AA8325'AND ABOUT 4.45 MI (7.16 KM) SOUTHWEST OF SILAS. TO REACH THE STATION
 AA8325'FROM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE POST 8.50 ON U.S. 84 AND
 AA8325'MILE POST 85.25 ON ALA 17) AT A FOUR WAY STOP AT BOLINGER, DRIVE WEST
 AA8325'ON U.S. 84 FOR 4.70 MI (7.56 KM) TO CHOCTAW COUNTY ROAD NO. 3 AND
 AA8325'CHOCTAW COUNTY ROAD NO. 45 ON THE LEFT, TURN SHARP LEFT ON CHOCTAW
 AA8325'COUNTY ROAD NO. 3 AND DRIVE SOUTH FOR 1.90 MI (3.06 KM) TO THE STATION
 AA8325'ON THE LEFT. THE STATION IS 2.0 FT (0.6 M) WEST OF A SIX STRAND BARBED
 AA8325'WIRE FENCE ON TREATED WOOD POSTS, 38.0 FT (11.6 M) EAST OF THE
 AA8325'CENTERLINE OF CHOCTAW COUNTY ROAD NO. 3, 62.5 FT (19.1 M) NORTH OF A
 AA8325'POWER POLE, 2.1 FT (0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA8325'FLUSH WITH THE GROUND. STATION 12-16 1995 MAY BE USED AS AN AZIMUTH
 AA8325'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8326 ***********************************************************************
 AA8326  DESIGNATION -  12 16
 AA8326  PID         -  AA8326
 AA8326  STATE/COUNTY-  AL/CHOCTAW
 AA8326  USGS QUAD   -  AQUILLA (1974)
 AA8326
 AA8326                         *CURRENT SURVEY CONTROL
 AA8326  ___________________________________________________________________
 AA8326* NAD 83(1992)-  31 44 58.01962(N)    088 24 00.22172(W)     ADJUSTED  
 AA8326* NAVD 88     -       141.0    (meters)     463.     (feet)  VERTCON   
 AA8326  ___________________________________________________________________
 AA8326  X           -     151,575.878 (meters)                     COMP
 AA8326  Y           -  -5,426,709.299 (meters)                     COMP
 AA8326  Z           -   3,336,898.615 (meters)                     COMP
 AA8326  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AA8326  ELLIP HEIGHT-         113.83  (meters)          (07/29/02) GPS OBS
 AA8326  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA8326
 AA8326  HORZ ORDER  -  FIRST
 AA8326  ELLP ORDER  -  FOURTH    CLASS I
 AA8326
 AA8326.The horizontal coordinates were established by GPS observations
 AA8326.and adjusted by the National Geodetic Survey in September 1995..
 AA8326
 AA8326.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8326
 AA8326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8326
 AA8326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8326
 AA8326.The ellipsoidal height was determined by GPS observations
 AA8326.and is referenced to NAD 83.
 AA8326
 AA8326.The geoid height was determined by GEOID03.
 AA8326
 AA8326;                    North         East     Units Scale Factor Converg.
 AA8326;SPC AL W     -   194,296.424   514,723.997   MT  1.00002299   -0 28 25.1
 AA8326;UTM  16      - 3,513,517.305   367,392.420   MT  0.99981688   -0 44 12.6
 AA8326
 AA8326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8326!SPC AL W     -   0.99998213  x   1.00002299  =   1.00000512
 AA8326!UTM  16      -   0.99998213  x   0.99981688  =   0.99979901
 AA8326
 AA8326:                Primary Azimuth Mark                     Grid Az
 AA8326:SPC AL W     -  12 15                                    180 01 44.5
 AA8326:UTM  16      -  12 15                                    180 17 32.0
 AA8326
 AA8326|---------------------------------------------------------------------|
 AA8326| PID    Reference Object                     Distance      Geod. Az  |
 AA8326|                                                           dddmmss.s |
 AA8326| AA8325 12 15                               437.777 METERS 1793319.4 |
 AA8326|---------------------------------------------------------------------|
 AA8326
 AA8326                          SUPERSEDED SURVEY CONTROL
 AA8326
 AA8326  ELLIP H (09/29/95)  113.87   (m)                       GP(       ) 3 2
 AA8326  NGVD 29 (09/29/95)  141.0    (m)          463.     (f) GPS OBS        
 AA8326
 AA8326.Superseded values are not recommended for survey control.
 AA8326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8326.See file dsdata.txt to determine how the superseded data were derived.
 AA8326
 AA8326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6739213517(NAD 83)
 AA8326_MARKER: DD = SURVEY DISK
 AA8326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8326_STAMPING: 12-16 1995
 AA8326_MARK LOGO: ALHD  
 AA8326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8326+STABILITY: SURFACE MOTION
 AA8326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8326+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8326
 AA8326  HISTORY     - Date     Condition        Report By
 AA8326  HISTORY     - 1995     MONUMENTED       ALHD
 AA8326
 AA8326                          STATION DESCRIPTION
 AA8326
 AA8326'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8326'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA8326'CHOCTAW COUNTY ROAD NO. 3, ABOUT 4.00 MI (6.44 KM) SOUTHEAST OF ISNEY
 AA8326'AND ABOUT 4.40 MI (7.08 KM) SOUTHWEST OF SILAS. TO REACH THE STATION
 AA8326'FROM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE POST 8.50 ON U.S. 84 AND
 AA8326'MILE POST 85.25 ON ALA 17) AT A FOUR WAY STOP AT BOLINGER, DRIVE WEST
 AA8326'ON U.S. 84 FOR 4.70 MI (7.56 KM) TO CHOCTAW COUNTY ROAD NO. 3 AND
 AA8326'CHOCTAW COUNTY ROAD NO. 45 ON THE LEFT, TURN SHARP LEFT ON CHOCTAW
 AA8326'COUNTY ROAD NO. 3 AND DRIVE SOUTH FOR 1.65 MI (2.66 KM) TO THE STATION
 AA8326'ON THE LEFT. THE STATION IS LOCATED IN FRONT OF AN A.T. AND T.
 AA8326'MICROWAVE TOWER, 2.9 FT (0.9 M) WEST-SOUTHWEST OF A SIX STRAND BARBED
 AA8326'WIRE FENCE ON SPLIT WOOD POSTS, 10.0 FT (3.0 M) EAST-NORTHEAST OF THE
 AA8326'CREST OF A 6 FT (1.8 M) VERTICAL BACKSLOPE, 33.0 FT (10.1 M) NORTH OF
 AA8326'TELEPHONE CABLE PEDESTAL NO. D 35L 4E, 34.1 FT (10.4 M) NORTH OF
 AA8326'BURIED CABLE WARNING SIGN NO. 5 30, 37.3 FT (11.4 M) EAST-NORTHEAST OF
 AA8326'THE CENTERLINE OF CHOCTAW COUNTY ROAD NO. 3, 46.8 FT (14.3 M) NORTH OF
 AA8326'THE NORTH POST OF A RUSTY, RED PIPE GATE, 54.0 FT (16.5 M) NORTH OF
 AA8326'THE CENTER OF A GRAVEL DRIVEWAY, 2.8 FT (0.9 M) WEST OF A CARSONITE
 AA8326'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 12-15 1995 MAY BE
 AA8326'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8327 ***********************************************************************
 AA8327  DESIGNATION -  12 17
 AA8327  PID         -  AA8327
 AA8327  STATE/COUNTY-  AL/CHOCTAW
 AA8327  USGS QUAD   -  MELVIN (1986)
 AA8327
 AA8327                         *CURRENT SURVEY CONTROL
 AA8327  ___________________________________________________________________
 AA8327* NAD 83(1992)-  31 54 15.07768(N)    088 27 43.20273(W)     ADJUSTED  
 AA8327* NAVD 88     -        91.3    (meters)     300.     (feet)  VERTCON   
 AA8327  ___________________________________________________________________
 AA8327  X           -     145,465.294 (meters)                     COMP
 AA8327  Y           -  -5,417,782.567 (meters)                     COMP
 AA8327  Z           -   3,351,450.793 (meters)                     COMP
 AA8327  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AA8327  ELLIP HEIGHT-          64.10  (meters)          (07/29/02) GPS OBS
 AA8327  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA8327
 AA8327  HORZ ORDER  -  FIRST
 AA8327  ELLP ORDER  -  FOURTH    CLASS I
 AA8327
 AA8327.The horizontal coordinates were established by GPS observations
 AA8327.and adjusted by the National Geodetic Survey in September 1995..
 AA8327
 AA8327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8327
 AA8327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8327
 AA8327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8327
 AA8327.The ellipsoidal height was determined by GPS observations
 AA8327.and is referenced to NAD 83.
 AA8327
 AA8327.The geoid height was determined by GEOID03.
 AA8327
 AA8327;                    North         East     Units Scale Factor Converg.
 AA8327;SPC AL W     -   211,504.521   509,007.290   MT  1.00003541   -0 30 30.4
 AA8327;UTM  16      - 3,530,748.039   361,756.133   MT  0.99983570   -0 46 22.0
 AA8327
 AA8327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8327!SPC AL W     -   0.99998994  x   1.00003541  =   1.00002534
 AA8327!UTM  16      -   0.99998994  x   0.99983570  =   0.99982564
 AA8327
 AA8327:                Primary Azimuth Mark                     Grid Az
 AA8327:SPC AL W     -  12 18                                    344 28 14.6
 AA8327:UTM  16      -  12 18                                    344 44 06.2
 AA8327
 AA8327|---------------------------------------------------------------------|
 AA8327| PID    Reference Object                     Distance      Geod. Az  |
 AA8327|                                                           dddmmss.s |
 AA8327| AA8328 12 18                               APPROX. 0.6 KM 3435744.2 |
 AA8327|---------------------------------------------------------------------|
 AA8327
 AA8327                          SUPERSEDED SURVEY CONTROL
 AA8327
 AA8327  ELLIP H (09/29/95)   64.14   (m)                       GP(       ) 3 2
 AA8327  NGVD 29 (09/29/95)   91.3    (m)          300.     (f) GPS OBS        
 AA8327
 AA8327.Superseded values are not recommended for survey control.
 AA8327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8327.See file dsdata.txt to determine how the superseded data were derived.
 AA8327
 AA8327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6175630748(NAD 83)
 AA8327_MARKER: DD = SURVEY DISK
 AA8327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8327_STAMPING: 12-17 1995
 AA8327_MARK LOGO: ALHD  
 AA8327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8327+STABILITY: SURFACE MOTION
 AA8327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8327+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8327
 AA8327  HISTORY     - Date     Condition        Report By
 AA8327  HISTORY     - 1995     MONUMENTED       ALHD
 AA8327
 AA8327                          STATION DESCRIPTION
 AA8327
 AA8327'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8327'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA8327'CHOCTAW COUNTY ROAD NO. 13, ABOUT 8.55 MI (13.76 KM) WEST-NORTHWEST OF
 AA8327'GILBERTOWN AND ABOUT 9.30 MI (14.97 KM) SOUTHWEST OF NEEDHAM. TO REACH
 AA8327'THE STATION FORM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE POST 85.25
 AA8327'ON ALA 17 AND MILE POST 8.50 ON U.S. 84) AT A FOUR WAY STOP AT
 AA8327'BOLINGER, DRIVE NORTH ON ALA 17 FOR 7.60 MI (12.23 KM) TO MILE POST
 AA8327'92.85 AND CHOCTAW COUNTY ROAD NO. 14 ON THE LEFT IN GILBERTOWN, TURN
 AA8327'LEFT ON CHOCTAW COUNTY ROAD NO. 14 AND DRIVE NORTHWEST FOR 9.30 MI
 AA8327'(14.97 KM) TO CHOCTAW COUNTY ROAD NO. 13 ON THE LEFT AT MELVIN UNITED
 AA8327'METHODIST CHURCH, TURN LEFT ON CHOCTAW COUNTY ROAD NO. 13 AND DRIVE
 AA8327'SOUTH FOR 1.90 MI (3.06 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA8327'IS 3.5 FT (1.1 M) EAST-NORTHEAST OF A THREE STRAND BARBED WIRE FENCE
 AA8327'ON TREATED WOOD POSTS, 6.1 FT (1.9 M) EAST-SOUTHEAST OF A FENCE
 AA8327'CORNER, 35.0 FT (10.7 M) SOUTHEAST OF THE CENTER OF A GRAVEL FIELD
 AA8327'ROAD, 35.5 FT (10.8 M) WEST-SOUTHWEST OF THE CENTER OF CHOCTAW COUNTY
 AA8327'ROAD NO. 13, 36.8 FT (11.2 M) EAST-NORTHEAST OF THE SOUTHEAST METAL
 AA8327'POST OF A RUSTY METAL GATE, 51.3 FT (15.6 M) EAST OF THE NORTHWEST
 AA8327'METAL POST OF A RUSTY METAL GATE, 82.5 FT (25.1 M) WEST OF A JUNCTION
 AA8327'POWER POLE WITH TWO GUY WIRES ACROSS THE ROAD, 3.5 FT (1.1 M)
 AA8327'EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8327'GROUND. STATION 12-18 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8328 ***********************************************************************
 AA8328  DESIGNATION -  12 18
 AA8328  PID         -  AA8328
 AA8328  STATE/COUNTY-  AL/CHOCTAW
 AA8328  USGS QUAD   -  MELVIN (1986)
 AA8328
 AA8328                         *CURRENT SURVEY CONTROL
 AA8328  ___________________________________________________________________
 AA8328* NAD 83(1992)-  31 54 34.62348(N)    088 27 49.78957(W)     ADJUSTED  
 AA8328* NAVD 88     -        86.3    (meters)     283.     (feet)  VERTCON   
 AA8328  ___________________________________________________________________
 AA8328  X           -     145,283.638 (meters)                     COMP
 AA8328  Y           -  -5,417,464.850 (meters)                     COMP
 AA8328  Z           -   3,351,959.214 (meters)                     COMP
 AA8328  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AA8328  ELLIP HEIGHT-          59.07  (meters)          (07/29/02) GPS OBS
 AA8328  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA8328
 AA8328  HORZ ORDER  -  FIRST
 AA8328  ELLP ORDER  -  FOURTH    CLASS I
 AA8328
 AA8328.The horizontal coordinates were established by GPS observations
 AA8328.and adjusted by the National Geodetic Survey in September 1995..
 AA8328
 AA8328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8328
 AA8328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8328
 AA8328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8328
 AA8328.The ellipsoidal height was determined by GPS observations
 AA8328.and is referenced to NAD 83.
 AA8328
 AA8328.The geoid height was determined by GEOID03.
 AA8328
 AA8328;                    North         East     Units Scale Factor Converg.
 AA8328;SPC AL W     -   212,108.094   508,839.572   MT  1.00003579   -0 30 34.2
 AA8328;UTM  16      - 3,531,352.259   361,591.235   MT  0.99983626   -0 46 26.0
 AA8328
 AA8328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8328!SPC AL W     -   0.99999072  x   1.00003579  =   1.00002651
 AA8328!UTM  16      -   0.99999072  x   0.99983626  =   0.99982699
 AA8328
 AA8328:                Primary Azimuth Mark                     Grid Az
 AA8328:SPC AL W     -  12 17                                    164 28 14.9
 AA8328:UTM  16      -  12 17                                    164 44 06.7
 AA8328
 AA8328|---------------------------------------------------------------------|
 AA8328| PID    Reference Object                     Distance      Geod. Az  |
 AA8328|                                                           dddmmss.s |
 AA8328| AA8327 12 17                               APPROX. 0.6 KM 1635740.7 |
 AA8328|---------------------------------------------------------------------|
 AA8328
 AA8328                          SUPERSEDED SURVEY CONTROL
 AA8328
 AA8328  ELLIP H (09/29/95)   59.11   (m)                       GP(       ) 3 2
 AA8328  NGVD 29 (09/29/95)   86.3    (m)          283.     (f) GPS OBS        
 AA8328
 AA8328.Superseded values are not recommended for survey control.
 AA8328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8328.See file dsdata.txt to determine how the superseded data were derived.
 AA8328
 AA8328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6159131352(NAD 83)
 AA8328_MARKER: DD = SURVEY DISK
 AA8328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8328_STAMPING: 12-18 1995
 AA8328_MARK LOGO: ALHD  
 AA8328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8328+STABILITY: SURFACE MOTION
 AA8328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8328+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8328
 AA8328  HISTORY     - Date     Condition        Report By
 AA8328  HISTORY     - 1995     MONUMENTED       ALHD
 AA8328
 AA8328                          STATION DESCRIPTION
 AA8328
 AA8328'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8328'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA8328'CHOCTAW COUNTY ROAD NO. 13, ABOUT 8.30 MI (13.36 KM) WEST-NORTHWEST OF
 AA8328'GILBERTOWN AND ABOUT 9.15 MI (14.73 KM) SOUTHWEST OF NEEDHAM. TO REACH
 AA8328'THE STATION FORM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE POST 85.25
 AA8328'ON ALA 17 AND MILE POST 8.50 ON U.S. 84) AT A FOUR WAY STOP AT
 AA8328'BOLINGER, DRIVE NORTH ON ALA 17 FOR 7.60 MI (12.23 KM) TO MILE POST
 AA8328'92.85 AND CHOCTAW COUNTY ROAD NO. 14 ON THE LEFT IN GILBERTOWN, TURN
 AA8328'LEFT ON CHOCTAW COUNTY ROAD NO. 14 AND DRIVE NORTHWEST FOR 9.30 MI
 AA8328'(14.97 KM) TO CHOCTAW COUNTY ROAD NO. 13 ON THE LEFT AT MELVIN UNITED
 AA8328'METHODIST CHURCH, TURN LEFT ON CHOCTAW COUNTY ROAD NO. 13 AND DRIVE
 AA8328'SOUTH FOR 1.50 MI (2.41 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA8328'3.0 FT (0.9 M) WEST-SOUTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA8328'OLD WOOD POSTS, 38.0 FT (11.6 M) EAST-NORTHEAST OF THE CENTER OF
 AA8328'CHOCTAW COUNTY ROAD NO. 13, 121.0 FT (36.9 M) SOUTH-SOUTHEAST OF A
 AA8328'POWER POLE, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA8328'FLUSH WITH THE GROUND. STATION 12-17 1995 MAY BE USED AS AN AZIMUTH
 AA8328'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8329 ***********************************************************************
 AA8329  DESIGNATION -  12 19
 AA8329  PID         -  AA8329
 AA8329  STATE/COUNTY-  AL/CHOCTAW
 AA8329  USGS QUAD   -  MELVIN (1986)
 AA8329
 AA8329                         *CURRENT SURVEY CONTROL
 AA8329  ___________________________________________________________________
 AA8329* NAD 83(1992)-  31 53 39.11577(N)    088 23 35.62984(W)     ADJUSTED  
 AA8329* NAVD 88     -        32.9    (meters)     108.     (feet)  VERTCON   
 AA8329  ___________________________________________________________________
 AA8329  X           -     151,982.996 (meters)                     COMP
 AA8329  Y           -  -5,418,139.580 (meters)                     COMP
 AA8329  Z           -   3,350,479.517 (meters)                     COMP
 AA8329  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AA8329  ELLIP HEIGHT-           5.67  (meters)          (07/29/02) GPS OBS
 AA8329  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA8329
 AA8329  HORZ ORDER  -  FIRST
 AA8329  ELLP ORDER  -  FOURTH    CLASS I
 AA8329
 AA8329.The horizontal coordinates were established by GPS observations
 AA8329.and adjusted by the National Geodetic Survey in September 1995..
 AA8329
 AA8329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8329
 AA8329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8329
 AA8329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8329
 AA8329.The ellipsoidal height was determined by GPS observations
 AA8329.and is referenced to NAD 83.
 AA8329
 AA8329.The geoid height was determined by GEOID03.
 AA8329
 AA8329;                    North         East     Units Scale Factor Converg.
 AA8329;SPC AL W     -   210,341.193   515,503.175   MT  1.00002136   -0 28 19.1
 AA8329;UTM  16      - 3,529,555.002   368,245.262   MT  0.99981409   -0 44 10.4
 AA8329
 AA8329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8329!SPC AL W     -   0.99999911  x   1.00002136  =   1.00002047
 AA8329!UTM  16      -   0.99999911  x   0.99981409  =   0.99981320
 AA8329
 AA8329:                Primary Azimuth Mark                     Grid Az
 AA8329:SPC AL W     -  12 20                                    132 32 41.1
 AA8329:UTM  16      -  12 20                                    132 48 32.4
 AA8329
 AA8329|---------------------------------------------------------------------|
 AA8329| PID    Reference Object                     Distance      Geod. Az  |
 AA8329|                                                           dddmmss.s |
 AA8329| AA8330 12 20                               409.284 METERS 1320422.0 |
 AA8329|---------------------------------------------------------------------|
 AA8329
 AA8329                          SUPERSEDED SURVEY CONTROL
 AA8329
 AA8329  ELLIP H (09/29/95)    5.71   (m)                       GP(       ) 3 2
 AA8329  NGVD 29 (09/29/95)   32.9    (m)          108.     (f) GPS OBS        
 AA8329
 AA8329.Superseded values are not recommended for survey control.
 AA8329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8329.See file dsdata.txt to determine how the superseded data were derived.
 AA8329
 AA8329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6824529555(NAD 83)
 AA8329_MARKER: DD = SURVEY DISK
 AA8329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8329_STAMPING: 12-19 1995
 AA8329_MARK LOGO: ALHD  
 AA8329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8329+STABILITY: SURFACE MOTION
 AA8329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8329+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8329
 AA8329  HISTORY     - Date     Condition        Report By
 AA8329  HISTORY     - 1995     MONUMENTED       ALHD
 AA8329
 AA8329                          STATION DESCRIPTION
 AA8329
 AA8329'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8329'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA8329'OF CHOCTAW COUNTY ROAD NO. 14, ABOUT 4.40 MI (7.08 KM) WEST-NORTHWEST
 AA8329'OF GILBERTOWN AND ABOUT 7.20 MI (11.59 KM) SOUTH-SOUTHWEST OF NEEDHAM.
 AA8329'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE
 AA8329'POST 85.25 ON ALA 17 AND MILE POST 8.50 ON U.S. 84) AT A FOUR WAY STOP
 AA8329'AT BOLINGER, DRIVE NORTH ON ALA 17 FOR 7.60 MI (12.23 KM) TO MILE POST
 AA8329'92.85 AND CHOCTAW COUNTY ROAD NO. 14 ON THE LEFT IN GILBERTOWN, TURN
 AA8329'LEFT ON CHOCTAW COUNTY ROAD NO. 14 AND DRIVE NORTHWEST FOR 4.60 MI
 AA8329'(7.40 KM) TO CHOCTAW COUNTY ROAD NO. 13 ON THE LEFT AND THE STATION ON
 AA8329'THE RIGHT. THE STATION IS 2.7 FT (0.8 M) SOUTHWEST OF A FIVE STRAND
 AA8329'BARBED WIRE FENCE ON CROSS TIE POSTS, 22.1 FT (6.7 M) EAST OF A WATER
 AA8329'VALVE, 31.0 FT (9.4 M) NORTHEAST OF THE CENTERLINE OF CHOCTAW COUNTY
 AA8329'ROAD NO. 14, 48.7 FT (14.8 M) NORTH-NORTHWEST OF A WATER VALVE, 69.4
 AA8329'FT (21.2 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 7 A8 1 ACROSS
 AA8329'THE ROAD, 70.5 FT (21.5 M) NORTHEAST OF A TWELVE BY TWELVE-INCH FENCE
 AA8329'CORNER POST ACROSS THE ROAD, 73.0 FT (22.3 M) NORTH OF A CHOCTAW
 AA8329'COUNTY 13 DIRECTIONAL SIGN IN THE INTERSECTION ACROSS THE ROAD, 77.0
 AA8329'FT (23.5 M) SOUTH-SOUTHEAST OF A POWER POLE WITH CIRCUIT BREAKERS,
 AA8329'96.5 FT (29.4 M) SOUTH-SOUTHEAST OF THE SOUTHEAST POST OF A RED METAL
 AA8329'GATE, 1.9 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA8329'FLUSH WITH THE GROUND. STATION 12-20 1995 MAY BE USED AS AN AZIMUTH
 AA8329'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1846 ***********************************************************************
 BV1846  DESIGNATION -  12 2
 BV1846  PID         -  BV1846
 BV1846  STATE/COUNTY-  AL/CHOCTAW
 BV1846  USGS QUAD   -  ISNEY (1974)
 BV1846
 BV1846                         *CURRENT SURVEY CONTROL
 BV1846  ___________________________________________________________________
 BV1846* NAD 83(1992)-  31 46 54.16963(N)    088 27 03.54010(W)     ADJUSTED  
 BV1846* NAVD 88     -        84.5    (meters)     277.     (feet)  VERTCON   
 BV1846  ___________________________________________________________________
 BV1846  X           -     146,700.607 (meters)                     COMP
 BV1846  Y           -  -5,424,911.159 (meters)                     COMP
 BV1846  Z           -   3,339,910.547 (meters)                     COMP
 BV1846  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 BV1846  ELLIP HEIGHT-          57.34  (meters)          (07/29/02) GPS OBS
 BV1846  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BV1846
 BV1846  HORZ ORDER  -  FIRST
 BV1846  ELLP ORDER  -  FOURTH    CLASS I
 BV1846
 BV1846.The horizontal coordinates were established by GPS observations
 BV1846.and adjusted by the National Geodetic Survey in December 1992..
 BV1846
 BV1846.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1846
 BV1846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1846
 BV1846.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1846
 BV1846.The ellipsoidal height was determined by GPS observations
 BV1846.and is referenced to NAD 83.
 BV1846
 BV1846.The geoid height was determined by GEOID03.
 BV1846
 BV1846;                    North         East     Units Scale Factor Converg.
 BV1846;SPC AL W     -   197,914.929   509,930.501   MT  1.00003335   -0 30 03.2
 BV1846;SPC MS E     -   253,009.505   336,213.094   MT  0.99996617   +0 12 05.0
 BV1846;SPC MS E     -   830,082.02  1,103,059.13   sFT  0.99996617   +0 12 05.0
 BV1846;UTM  16      - 3,517,157.060   362,616.574   MT  0.99983278   -0 45 51.6
 BV1846
 BV1846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1846!SPC AL W     -   0.99999100  x   1.00003335  =   1.00002435
 BV1846!SPC MS E     -   0.99999100  x   0.99996617  =   0.99995717
 BV1846!UTM  16      -   0.99999100  x   0.99983278  =   0.99982378
 BV1846
 BV1846                          SUPERSEDED SURVEY CONTROL
 BV1846
 BV1846  ELLIP H (12/04/92)   57.38   (m)                       GP(       ) 4 1
 BV1846  NAD 83(1986)-  31 46 54.18611(N)    088 27 03.54329(W) AD(       ) 1
 BV1846  NGVD 29 (12/04/92)   84.5    (m)          277.     (f) GPS OBS        
 BV1846
 BV1846.Superseded values are not recommended for survey control.
 BV1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1846.See file dsdata.txt to determine how the superseded data were derived.
 BV1846
 BV1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6261717157(NAD 83)
 BV1846_MARKER: DD = SURVEY DISK
 BV1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1846_SP_SET: CONCRETE POST
 BV1846_STAMPING: 12-2 1990
 BV1846_MARK LOGO: ALHD  
 BV1846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1846+STABILITY: SURFACE MOTION
 BV1846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1846+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1991
 BV1846
 BV1846  HISTORY     - Date     Condition        Report By
 BV1846  HISTORY     - 1990     MONUMENTED       ALHD
 BV1846  HISTORY     - 19910918 GOOD
 BV1846
 BV1846                          STATION DESCRIPTION
 BV1846
 BV1846'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BV1846'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 BV1846'U. S. 84, ABOUT 11.67 KM (7.25 MI) WEST - NORTHWEST OF SILAS, AND
 BV1846'ABOUT 16.09 KM (10.00 MI) SOUTHWEST OF GILBERTOWN.
 BV1846'TO REACH THE STATION FROM THE JUNCTION OF U. S. 84 AND ALA 17 (MILE
 BV1846'POST 8.40 ON U. S. 84) AT BOLINGER, DRIVE WEST ON U. S. 84 11.83 KM
 BV1846'(7.35 MI) TO MILE POST 1.05 AND THE STATION ON THE RIGHT.
 BV1846'THE STATION IS 1.13 M (3.71 FT) SOUTH OF A FOUR STRAND BARBED WIRE
 BV1846'FENCE ON TREATED WOOD POSTS, 10.52 M (34.51 FT) WEST OF THE NORTHWEST
 BV1846'CORNER OF A CATTLE GUARD IN THE FENCE LINE, 18.29 M (60.01 FT) NORTH
 BV1846'OF THE CENTERLINE OF U. S. 84, 26.37 M (86.52 FT) EAST OF TRANSFORMER
 BV1846'POWER POLE NO. 143 1009, 27.28 M (89.50 FT) WEST OF A JUNCTION POWER
 BV1846'POLE, 1.34 M (4.40 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET
 BV1846'FLUSH WITH THE GROUND.
 BV1846'STATION 12-1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BV1846
 BV1846                          STATION RECOVERY (1991)
 BV1846
 BV1846'RECOVERED 1991
 BV1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8330 ***********************************************************************
 AA8330  DESIGNATION -  12 20
 AA8330  PID         -  AA8330
 AA8330  STATE/COUNTY-  AL/CHOCTAW
 AA8330  USGS QUAD   -  MELVIN (1986)
 AA8330
 AA8330                         *CURRENT SURVEY CONTROL
 AA8330  ___________________________________________________________________
 AA8330* NAD 83(1992)-  31 53 30.21177(N)    088 23 24.06887(W)     ADJUSTED  
 AA8330* NAVD 88     -        31.6    (meters)     104.     (feet)  VERTCON   
 AA8330  ___________________________________________________________________
 AA8330  X           -     152,290.717 (meters)                     COMP
 AA8330  Y           -  -5,418,274.757 (meters)                     COMP
 AA8330  Z           -   3,350,245.956 (meters)                     COMP
 AA8330  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AA8330  ELLIP HEIGHT-           4.33  (meters)          (07/29/02) GPS OBS
 AA8330  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA8330
 AA8330  HORZ ORDER  -  FIRST
 AA8330  ELLP ORDER  -  FOURTH    CLASS I
 AA8330
 AA8330.The horizontal coordinates were established by GPS observations
 AA8330.and adjusted by the National Geodetic Survey in September 1995..
 AA8330
 AA8330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8330
 AA8330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8330
 AA8330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8330
 AA8330.The ellipsoidal height was determined by GPS observations
 AA8330.and is referenced to NAD 83.
 AA8330
 AA8330.The geoid height was determined by GEOID03.
 AA8330
 AA8330;                    North         East     Units Scale Factor Converg.
 AA8330;SPC AL W     -   210,064.443   515,804.721   MT  1.00002073   -0 28 12.9
 AA8330;UTM  16      - 3,529,276.922   368,545.467   MT  0.99981312   -0 44 04.1
 AA8330
 AA8330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8330!SPC AL W     -   0.99999932  x   1.00002073  =   1.00002005
 AA8330!UTM  16      -   0.99999932  x   0.99981312  =   0.99981244
 AA8330
 AA8330:                Primary Azimuth Mark                     Grid Az
 AA8330:SPC AL W     -  12 19                                    312 32 41.0
 AA8330:UTM  16      -  12 19                                    312 48 32.2
 AA8330
 AA8330|---------------------------------------------------------------------|
 AA8330| PID    Reference Object                     Distance      Geod. Az  |
 AA8330|                                                           dddmmss.s |
 AA8330| AA8329 12 19                               409.284 METERS 3120428.1 |
 AA8330|---------------------------------------------------------------------|
 AA8330
 AA8330                          SUPERSEDED SURVEY CONTROL
 AA8330
 AA8330  ELLIP H (09/29/95)    4.37   (m)                       GP(       ) 3 2
 AA8330  NGVD 29 (09/29/95)   31.6    (m)          104.     (f) GPS OBS        
 AA8330
 AA8330.Superseded values are not recommended for survey control.
 AA8330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8330.See file dsdata.txt to determine how the superseded data were derived.
 AA8330
 AA8330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6854529277(NAD 83)
 AA8330_MARKER: DD = SURVEY DISK
 AA8330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8330_STAMPING: 12-20 1995
 AA8330_MARK LOGO: ALHD  
 AA8330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8330+STABILITY: SURFACE MOTION
 AA8330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8330+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8330
 AA8330  HISTORY     - Date     Condition        Report By
 AA8330  HISTORY     - 1995     MONUMENTED       ALHD
 AA8330
 AA8330                          STATION DESCRIPTION
 AA8330
 AA8330'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8330'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8330'CHOCTAW COUNTY ROAD NO. 14, ABOUT 4.15 MI (6.68 KM) WEST-NORTHWEST OF
 AA8330'GILBERTOWN AND ABOUT 7.25 MI (11.67 KM) SOUTH-SOUTHWEST OF NEEDHAM. TO
 AA8330'REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE POST
 AA8330'85.25 ON ALA 17 AND MILE POST 8.50 ON U.S. 84) AT A FOUR WAY STOP AT
 AA8330'BOLINGER, DRIVE NORTH ON ALA 17 FOR 7.60 MI (12.23 KM) TO MILE POST
 AA8330'92.85 AND CHOCTAW COUNTY ROAD NO. 14 ON THE LEFT IN GILBERTOWN, TURN
 AA8330'LEFT ON CHOCTAW COUNTY ROAD NO. 14 AND DRIVE NORTHWEST FOR 4.35 MI
 AA8330'(7.00 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.9 FT (0.9 M)
 AA8330'SOUTH OF A SIX STRAND BARBED WIRE FENCE ON RUSTY, RED TOP STEEL POSTS,
 AA8330'5.9 FT (1.8 M) SOUTH-SOUTHWEST OF A THREE-INCH PIPE POST IN THE
 AA8330'PASTURE, 40.0 FT (12.2 M) NORTH OF THE CENTER OF CHOCTAW COUNTY ROAD
 AA8330'NO. 14, 49.2 FT (15.0 M) WEST OF THE WEST CROSS TIE POST OF A RED PIPE
 AA8330'GATE, 58.0 FT (17.7 M) WEST OF THE CENTER OF A FIELD ROAD, 83.3 FT
 AA8330'(25.4 M) EAST OF THE EAST END OF A METAL GUARD RAIL, 88.8 FT (27.1 M)
 AA8330'WEST OF THE WEST END OF A METAL GUARD RAIL, 99.7 FT (30.4 M) EAST OF A
 AA8330'TWELVE-INCH WOOD FENCE JUNCTION POST, 3.0 FT (0.9 M) SOUTH OF A
 AA8330'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 12-19
 AA8330'1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8331 ***********************************************************************
 AA8331  DESIGNATION -  12 21
 AA8331  PID         -  AA8331
 AA8331  STATE/COUNTY-  AL/CHOCTAW
 AA8331  USGS QUAD   -  COFFEEVILLE LOCK AND DAM (1981)
 AA8331
 AA8331                         *CURRENT SURVEY CONTROL
 AA8331  ___________________________________________________________________
 AA8331* NAD 83(1992)-  31 50 14.10496(N)    088 14 52.52590(W)     ADJUSTED  
 AA8331* NAVD 88     -        31.1    (meters)     102.     (feet)  VERTCON   
 AA8331  ___________________________________________________________________
 AA8331  X           -     165,825.201 (meters)                     COMP
 AA8331  Y           -  -5,421,067.200 (meters)                     COMP
 AA8331  Z           -   3,345,115.604 (meters)                     COMP
 AA8331  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AA8331  ELLIP HEIGHT-           3.76  (meters)          (07/29/02) GPS OBS
 AA8331  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA8331
 AA8331  HORZ ORDER  -  FIRST
 AA8331  ELLP ORDER  -  FOURTH    CLASS I
 AA8331
 AA8331.The horizontal coordinates were established by GPS observations
 AA8331.and adjusted by the National Geodetic Survey in September 1995..
 AA8331
 AA8331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8331
 AA8331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8331
 AA8331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8331
 AA8331.The ellipsoidal height was determined by GPS observations
 AA8331.and is referenced to NAD 83.
 AA8331
 AA8331.The geoid height was determined by GEOID03.
 AA8331
 AA8331;                    North         East     Units Scale Factor Converg.
 AA8331;SPC AL W     -   203,922.765   529,205.595   MT  0.99999512   -0 23 40.4
 AA8331;UTM  16      - 3,523,074.893   381,915.017   MT  0.99977197   -0 39 30.1
 AA8331
 AA8331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8331!SPC AL W     -   0.99999941  x   0.99999512  =   0.99999453
 AA8331!UTM  16      -   0.99999941  x   0.99977197  =   0.99977138
 AA8331
 AA8331|---------------------------------------------------------------------|
 AA8331| PID    Reference Object                     Distance      Geod. Az  |
 AA8331|                                                           dddmmss.s |
 AA8331| AA8332 12 22                               392.672 METERS 08747     |
 AA8331|---------------------------------------------------------------------|
 AA8331
 AA8331                          SUPERSEDED SURVEY CONTROL
 AA8331
 AA8331  ELLIP H (09/29/95)    3.80   (m)                       GP(       ) 3 2
 AA8331  NGVD 29 (09/29/95)   31.1    (m)          102.     (f) GPS OBS        
 AA8331
 AA8331.Superseded values are not recommended for survey control.
 AA8331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8331.See file dsdata.txt to determine how the superseded data were derived.
 AA8331
 AA8331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA8191523075(NAD 83)
 AA8331_MARKER: DD = SURVEY DISK
 AA8331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8331_STAMPING: 12-21 1995
 AA8331_MARK LOGO: ALHD  
 AA8331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8331+STABILITY: SURFACE MOTION
 AA8331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8331+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8331
 AA8331  HISTORY     - Date     Condition        Report By
 AA8331  HISTORY     - 1995     MONUMENTED       ALHD
 AA8331
 AA8331                          STATION DESCRIPTION
 AA8331
 AA8331'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8331'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8331'CHOCTAW COUNTY ROAD NO. 14, ABOUT 5.10 MI (8.21 KM) SOUTHEAST OF
 AA8331'GILBERTOWN AND ABOUT 6.60 MI (10.62 KM) NORTHEAST OF SILAS. TO REACH
 AA8331'THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE POST 85.25
 AA8331'ON ALA 17 AND MILE POST 8.50 ON U.S. 84) AT A FOUR WAY STOP AT
 AA8331'BOLINGER, DRIVE NORTH ON ALA 17 FOR 7.45 MI (11.99 KM) TO MILE POST
 AA8331'92.70 AND CHOCTAW COUNTY ROAD NO. 14 ON THE RIGHT IN GILBERTOWN, TURN
 AA8331'RIGHT ON CHOCTAW COUNTY ROAD NO. 14 AND DRIVE SOUTHEAST FOR 5.65 MI
 AA8331'(9.09 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.6 FT (0.8 M)
 AA8331'NORTH OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON OLD WOOD
 AA8331'POSTS, 37.0 FT (11.3 M) SOUTH OF THE CENTERLINE OF CHOCTAW COUNTY ROAD
 AA8331'NO. 14, 189.5 FT (57.8 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 1 3L 1,
 AA8331'213.0 FT (64.9 M) EAST OF THE NORTHWEST CORNER OF THE FENCE, 223.0 FT
 AA8331'(68.0 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.7 FT (0.8 M) NORTH
 AA8331'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8331'12-22 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8332 ***********************************************************************
 AA8332  DESIGNATION -  12 22
 AA8332  PID         -  AA8332
 AA8332  STATE/COUNTY-  AL/CHOCTAW
 AA8332  USGS QUAD   -  COFFEEVILLE LOCK AND DAM (1981)
 AA8332
 AA8332                         *CURRENT SURVEY CONTROL
 AA8332  ___________________________________________________________________
 AA8332* NAD 83(1992)-  31 50 14.59856(N)    088 14 37.60340(W)     ADJUSTED  
 AA8332* NAVD 88     -        30.1    (meters)      99.     (feet)  VERTCON   
 AA8332  ___________________________________________________________________
 AA8332  X           -     166,217.124 (meters)                     COMP
 AA8332  Y           -  -5,421,046.332 (meters)                     COMP
 AA8332  Z           -   3,345,127.997 (meters)                     COMP
 AA8332  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AA8332  ELLIP HEIGHT-           2.77  (meters)          (07/29/02) GPS OBS
 AA8332  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AA8332
 AA8332  HORZ ORDER  -  FIRST
 AA8332  ELLP ORDER  -  FOURTH    CLASS I
 AA8332
 AA8332.The horizontal coordinates were established by GPS observations
 AA8332.and adjusted by the National Geodetic Survey in September 1995..
 AA8332
 AA8332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8332
 AA8332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8332
 AA8332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8332
 AA8332.The ellipsoidal height was determined by GPS observations
 AA8332.and is referenced to NAD 83.
 AA8332
 AA8332.The geoid height was determined by GEOID03.
 AA8332
 AA8332;                    North         East     Units Scale Factor Converg.
 AA8332;SPC AL W     -   203,935.273   529,598.065   MT  0.99999444   -0 23 32.5
 AA8332;UTM  16      - 3,523,085.592   382,307.453   MT  0.99977083   -0 39 22.3
 AA8332
 AA8332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8332!SPC AL W     -   0.99999957  x   0.99999444  =   0.99999401
 AA8332!UTM  16      -   0.99999957  x   0.99977083  =   0.99977040
 AA8332
 AA8332|---------------------------------------------------------------------|
 AA8332| PID    Reference Object                     Distance      Geod. Az  |
 AA8332|                                                           dddmmss.s |
 AA8332| AA8331 12 21                               392.672 METERS 26747     |
 AA8332|---------------------------------------------------------------------|
 AA8332
 AA8332                          SUPERSEDED SURVEY CONTROL
 AA8332
 AA8332  ELLIP H (09/29/95)    2.81   (m)                       GP(       ) 3 2
 AA8332  NGVD 29 (09/29/95)   30.1    (m)           99.     (f) GPS OBS        
 AA8332
 AA8332.Superseded values are not recommended for survey control.
 AA8332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8332.See file dsdata.txt to determine how the superseded data were derived.
 AA8332
 AA8332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA8230723086(NAD 83)
 AA8332_MARKER: DD = SURVEY DISK
 AA8332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8332_STAMPING: 12-22 1995
 AA8332_MARK LOGO: ALHD  
 AA8332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8332+STABILITY: SURFACE MOTION
 AA8332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8332+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8332
 AA8332  HISTORY     - Date     Condition        Report By
 AA8332  HISTORY     - 1995     MONUMENTED       ALHD
 AA8332
 AA8332                          STATION DESCRIPTION
 AA8332
 AA8332'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8332'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8332'CHOCTAW COUNTY ROAD NO. 14, ABOUT 5.30 MI (8.53 KM) SOUTHEAST OF
 AA8332'GILBERTOWN AND ABOUT 6.85 MI (11.02 KM) NORTHEAST OF SILAS. TO REACH
 AA8332'THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE POST 85.25
 AA8332'ON ALA 17 AND MILE POST 8.50 ON U.S. 84) AT A FOUR WAY STOP AT
 AA8332'BOLINGER, DRIVE NORTH ON ALA 17 FOR 7.45 MI (11.99 KM) TO MILE POST
 AA8332'92.70 AND CHOCTAW COUNTY ROAD NO. 14 ON THE RIGHT IN GILBERTOWN, TURN
 AA8332'RIGHT ON CHOCTAW COUNTY ROAD NO. 14 AND DRIVE SOUTHEAST FOR 5.70 MI
 AA8332'(9.17 KM) TO CHOCTAW COUNTY ROAD NO. 21 ON THE RIGHT, CONTINUE EAST ON
 AA8332'CHOCTAW COUNTY ROAD NO. 14 FOR 0.20 MI (0.32 KM) TO THE STATION ON THE
 AA8332'LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE
 AA8332'FENCE ON RED TOP, GREY STEEL POSTS, 39.6 FT (12.1 M) NORTH OF THE
 AA8332'CENTER OF CHOCTAW COUNTY ROAD NO. 14, 62.0 FT (18.9 M) WEST OF THE
 AA8332'WEST STEEL POST OF A RUSTY METAL GATE, 71.0 FT (21.6 M) WEST OF THE
 AA8332'CENTER OF A DRIVEWAY, 84.4 FT (25.7 M) WEST OF A JUNCTION POWER POLE,
 AA8332'3.2 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA8332'THE GROUND. STATION 12-21 1995 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8332'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8333 ***********************************************************************
 AA8333  DESIGNATION -  12 23
 AA8333  PID         -  AA8333
 AA8333  STATE/COUNTY-  AL/CHOCTAW
 AA8333  USGS QUAD   -  ARARAT (1981)
 AA8333
 AA8333                         *CURRENT SURVEY CONTROL
 AA8333  ___________________________________________________________________
 AA8333* NAD 83(1992)-  31 55 42.19647(N)    088 09 14.04959(W)     ADJUSTED  
 AA8333* NAVD 88     -        89.5    (meters)     294.     (feet)  VERTCON   
 AA8333  ___________________________________________________________________
 AA8333  X           -     174,550.476 (meters)                     COMP
 AA8333  Y           -  -5,415,502.366 (meters)                     COMP
 AA8333  Z           -   3,353,727.454 (meters)                     COMP
 AA8333  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AA8333  ELLIP HEIGHT-          62.06  (meters)          (07/29/02) GPS OBS
 AA8333  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA8333
 AA8333  HORZ ORDER  -  FIRST
 AA8333  ELLP ORDER  -  FOURTH    CLASS I
 AA8333
 AA8333.The horizontal coordinates were established by GPS observations
 AA8333.and adjusted by the National Geodetic Survey in September 1995..
 AA8333
 AA8333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8333
 AA8333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8333
 AA8333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8333
 AA8333.The ellipsoidal height was determined by GPS observations
 AA8333.and is referenced to NAD 83.
 AA8333
 AA8333.The geoid height was determined by GEOID03.
 AA8333
 AA8333;                    North         East     Units Scale Factor Converg.
 AA8333;SPC AL W     -   213,970.603   538,166.233   MT  0.99998047   -0 20 45.0
 AA8333;UTM  16      - 3,533,079.028   390,919.824   MT  0.99974674   -0 36 37.1
 AA8333
 AA8333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8333!SPC AL W     -   0.99999026  x   0.99998047  =   0.99997073
 AA8333!UTM  16      -   0.99999026  x   0.99974674  =   0.99973700
 AA8333
 AA8333:                Primary Azimuth Mark                     Grid Az
 AA8333:SPC AL W     -  12 24                                    041 03 31.5
 AA8333:UTM  16      -  12 24                                    041 19 23.6
 AA8333
 AA8333|---------------------------------------------------------------------|
 AA8333| PID    Reference Object                     Distance      Geod. Az  |
 AA8333|                                                           dddmmss.s |
 AA8333| AA8334 12 24                               420.330 METERS 0404246.5 |
 AA8333|---------------------------------------------------------------------|
 AA8333
 AA8333                          SUPERSEDED SURVEY CONTROL
 AA8333
 AA8333  ELLIP H (09/29/95)   62.10   (m)                       GP(       ) 3 2
 AA8333  NGVD 29 (09/29/95)   89.5    (m)          294.     (f) GPS OBS        
 AA8333
 AA8333.Superseded values are not recommended for survey control.
 AA8333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8333.See file dsdata.txt to determine how the superseded data were derived.
 AA8333
 AA8333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA9092033079(NAD 83)
 AA8333_MARKER: DD = SURVEY DISK
 AA8333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8333_STAMPING: 12-23 1995
 AA8333_MARK LOGO: ALHD  
 AA8333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8333+STABILITY: SURFACE MOTION
 AA8333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8333+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8333
 AA8333  HISTORY     - Date     Condition        Report By
 AA8333  HISTORY     - 1995     MONUMENTED       ALHD
 AA8333
 AA8333                          STATION DESCRIPTION
 AA8333
 AA8333'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8333'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA8333'CHOCTAW COUNTY ROAD NO. 23, ABOUT 10.35 MI (16.66 KM) EAST-NORTHEAST
 AA8333'OF GILBERTOWN AND ABOUT 11.75 MI (18.91 KM) SOUTH-SOUTHEAST OF BUTLER.
 AA8333'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE
 AA8333'POST 85.25 ON ALA 17 AND MILE POST 8.50 ON U.S. 84) AT A FOUR WAY STOP
 AA8333'AT BOLINGER, DRIVE NORTH ON ALA 17 FOR 7.45 MI (11.99 KM) TO MILE POST
 AA8333'92.70 AND CHOCTAW COUNTY ROAD NO. 14 ON THE RIGHT IN GILBERTOWN, TURN
 AA8333'RIGHT ON CHOCTAW COUNTY ROAD NO. 14 AND DRIVE SOUTHEAST FOR 5.70 MI
 AA8333'(9.17 KM) TO CHOCTAW COUNTY ROAD NO. 21 ON THE RIGHT, CONTINUE EAST ON
 AA8333'CHOCTAW COUNTY ROAD NO. 14 FOR 3.75 MI (6.03 KM) TO A PAVED COUNTY
 AA8333'ROAD ON THE RIGHT, WHERE CHOCTAW COUNTY ROAD NO. 14 CHANGES TO CHOCTAW
 AA8333'COUNTY ROAD NO. 25, CONTINUE NORTH AND NORTHWEST ON CHOCTAW COUNTY
 AA8333'ROAD NO. 25 FOR 0.80 MI (1.29 KM) TO CHOCTAW COUNTY ROAD NO. 23 ON THE
 AA8333'RIGHT, TURN RIGHT ON CHOCTAW COUNTY ROAD NO. 23 AND DRIVE NORTHEAST
 AA8333'AND NORTH FOR 6.00 MI (9.66 KM) TO THE STATION ON THE LEFT. THE
 AA8333'STATION IS 37.0 FT (11.3 M) NORTH OF THE CENTER OF A WOODS ROAD, 40.4
 AA8333'FT (12.3 M) WEST-NORTHWEST OF THE CENTERLINE OF CHOCTAW COUNTY ROAD
 AA8333'NO. 23, 1.9 FT (0.6 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND
 AA8333'SET FLUSH WITH THE GROUND. STATION 12-24 1995 MAY BE USED AS AN
 AA8333'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8334 ***********************************************************************
 AA8334  DESIGNATION -  12 24
 AA8334  PID         -  AA8334
 AA8334  STATE/COUNTY-  AL/CHOCTAW
 AA8334  USGS QUAD   -  ARARAT (1981)
 AA8334
 AA8334                         *CURRENT SURVEY CONTROL
 AA8334  ___________________________________________________________________
 AA8334* NAD 83(1992)-  31 55 52.54013(N)    088 09 03.61211(W)     ADJUSTED  
 AA8334* NAVD 88     -        96.9    (meters)     318.     (feet)  VERTCON   
 AA8334  ___________________________________________________________________
 AA8334  X           -     174,819.280 (meters)                     COMP
 AA8334  Y           -  -5,415,331.414 (meters)                     COMP
 AA8334  Z           -   3,354,001.782 (meters)                     COMP
 AA8334  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AA8334  ELLIP HEIGHT-          69.49  (meters)          (07/29/02) GPS OBS
 AA8334  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA8334
 AA8334  HORZ ORDER  -  FIRST
 AA8334  ELLP ORDER  -  FOURTH    CLASS I
 AA8334
 AA8334.The horizontal coordinates were established by GPS observations
 AA8334.and adjusted by the National Geodetic Survey in September 1995..
 AA8334
 AA8334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8334
 AA8334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8334
 AA8334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8334
 AA8334.The ellipsoidal height was determined by GPS observations
 AA8334.and is referenced to NAD 83.
 AA8334
 AA8334.The geoid height was determined by GEOID03.
 AA8334
 AA8334;                    North         East     Units Scale Factor Converg.
 AA8334;SPC AL W     -   214,287.540   538,442.313   MT  0.99998005   -0 20 39.6
 AA8334;UTM  16      - 3,533,394.613   391,197.300   MT  0.99974599   -0 36 31.8
 AA8334
 AA8334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8334!SPC AL W     -   0.99998909  x   0.99998005  =   0.99996914
 AA8334!UTM  16      -   0.99998909  x   0.99974599  =   0.99973508
 AA8334
 AA8334:                Primary Azimuth Mark                     Grid Az
 AA8334:SPC AL W     -  12 23                                    221 03 31.7
 AA8334:UTM  16      -  12 23                                    221 19 23.9
 AA8334
 AA8334|---------------------------------------------------------------------|
 AA8334| PID    Reference Object                     Distance      Geod. Az  |
 AA8334|                                                           dddmmss.s |
 AA8334| AA8333 12 23                               420.330 METERS 2204252.1 |
 AA8334|---------------------------------------------------------------------|
 AA8334
 AA8334                          SUPERSEDED SURVEY CONTROL
 AA8334
 AA8334  ELLIP H (09/29/95)   69.53   (m)                       GP(       ) 3 2
 AA8334  NGVD 29 (09/29/95)   96.9    (m)          318.     (f) GPS OBS        
 AA8334
 AA8334.Superseded values are not recommended for survey control.
 AA8334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8334.See file dsdata.txt to determine how the superseded data were derived.
 AA8334
 AA8334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA9119733395(NAD 83)
 AA8334_MARKER: DD = SURVEY DISK
 AA8334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8334_STAMPING: 12-24 1995
 AA8334_MARK LOGO: ALHD  
 AA8334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8334+STABILITY: SURFACE MOTION
 AA8334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8334+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8334
 AA8334  HISTORY     - Date     Condition        Report By
 AA8334  HISTORY     - 1995     MONUMENTED       ALHD
 AA8334
 AA8334                          STATION DESCRIPTION
 AA8334
 AA8334'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8334'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE EAST RIGHT OF WAY OF A
 AA8334'WOODS ROAD, ABOUT 10.60 MI (17.06 KM) EAST-NORTHEAST OF GILBERTOWN AND
 AA8334'ABOUT 11.60 MI (18.67 KM) SOUTH-SOUTHEAST OF BUTLER. TO REACH THE
 AA8334'STATION FROM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE POST 85.25 ON
 AA8334'ALA 17 AND MILE POST 8.50 ON U.S. 84) AT A FOUR WAY STOP AT BOLINGER,
 AA8334'DRIVE NORTH ON ALA 17 FOR 7.45 MI (11.99 KM) TO MILE POST 92.70 AND
 AA8334'CHOCTAW COUNTY ROAD NO. 14 ON THE RIGHT IN GILBERTOWN, TURN RIGHT ON
 AA8334'CHOCTAW COUNTY ROAD NO. 14 AND DRIVE SOUTHEAST FOR 5.70 MI (9.17 KM)
 AA8334'TO CHOCTAW COUNTY ROAD NO. 21 ON THE RIGHT, CONTINUE EAST ON CHOCTAW
 AA8334'COUNTY ROAD NO. 14 FOR 3.75 MI (6.03 KM) TO A PAVED COUNTY ROAD ON THE
 AA8334'RIGHT, WHERE CHOCTAW COUNTY ROAD NO. 14 CHANGES TO CHOCTAW COUNTY ROAD
 AA8334'NO. 25, CONTINUE NORTH AND NORTHWEST ON CHOCTAW COUNTY ROAD NO. 25 FOR
 AA8334'0.80 MI (1.29 KM) TO CHOCTAW COUNTY ROAD NO. 23 ON THE RIGHT, TURN
 AA8334'RIGHT ON CHOCTAW COUNTY ROAD NO. 23 AND DRIVE NORTHEAST AND NORTH FOR
 AA8334'6.15 MI (9.90 KM) TO A WOODS ROAD ON THE LEFT, TURN LEFT ON THE WOODS
 AA8334'ROAD AND DRIVE NORTHEAST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE
 AA8334'RIGHT. THE STATION IS 21.0 FT (6.4 M) EAST OF THE CENTER OF A WOODS
 AA8334'ROAD, APPROXIMATELY 300 FT (91.4 M) NORTHWEST OF CHOCTAW COUNTY ROAD
 AA8334'NO. 23 ON TOP OF A BARE HILL IN A CLEAR CUT AREA, 1.9 FT (0.6 M) WEST
 AA8334'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8334'12-23 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8335 ***********************************************************************
 AA8335  DESIGNATION -  12 25
 AA8335  PID         -  AA8335
 AA8335  STATE/COUNTY-  AL/CHOCTAW
 AA8335  USGS QUAD   -  LAND (1974)
 AA8335
 AA8335                         *CURRENT SURVEY CONTROL
 AA8335  ___________________________________________________________________
 AA8335* NAD 83(1992)-  32 01 35.90618(N)    088 16 29.97623(W)     ADJUSTED  
 AA8335* NAVD 88     -       136.2    (meters)     447.     (feet)  VERTCON   
 AA8335  ___________________________________________________________________
 AA8335  X           -     162,932.304 (meters)                     COMP
 AA8335  Y           -  -5,410,131.512 (meters)                     COMP
 AA8335  Z           -   3,362,993.959 (meters)                     COMP
 AA8335  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AA8335  ELLIP HEIGHT-         108.75  (meters)          (07/29/02) GPS OBS
 AA8335  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA8335
 AA8335  HORZ ORDER  -  FIRST
 AA8335  ELLP ORDER  -  FOURTH    CLASS I
 AA8335
 AA8335.The horizontal coordinates were established by GPS observations
 AA8335.and adjusted by the National Geodetic Survey in September 1995..
 AA8335
 AA8335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8335
 AA8335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8335
 AA8335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8335
 AA8335.The ellipsoidal height was determined by GPS observations
 AA8335.and is referenced to NAD 83.
 AA8335
 AA8335.The geoid height was determined by GEOID03.
 AA8335
 AA8335;                    North         East     Units Scale Factor Converg.
 AA8335;SPC AL W     -   224,940.724   526,793.517   MT  0.99999940   -0 24 39.6
 AA8335;UTM  16      - 3,544,099.098   379,600.512   MT  0.99977877   -0 40 34.4
 AA8335
 AA8335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8335!SPC AL W     -   0.99998292  x   0.99999940  =   0.99998232
 AA8335!UTM  16      -   0.99998292  x   0.99977877  =   0.99976170
 AA8335
 AA8335:                Primary Azimuth Mark                     Grid Az
 AA8335:SPC AL W     -  12 26                                    040 48 29.5
 AA8335:UTM  16      -  12 26                                    041 04 24.3
 AA8335
 AA8335|---------------------------------------------------------------------|
 AA8335| PID    Reference Object                     Distance      Geod. Az  |
 AA8335|                                                           dddmmss.s |
 AA8335| AA8336 12 26                               465.473 METERS 0402349.9 |
 AA8335|---------------------------------------------------------------------|
 AA8335
 AA8335                          SUPERSEDED SURVEY CONTROL
 AA8335
 AA8335  ELLIP H (09/29/95)  108.78   (m)                       GP(       ) 3 2
 AA8335  NGVD 29 (09/29/95)  136.2    (m)          447.     (f) GPS OBS        
 AA8335
 AA8335.Superseded values are not recommended for survey control.
 AA8335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8335.See file dsdata.txt to determine how the superseded data were derived.
 AA8335
 AA8335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7960144099(NAD 83)
 AA8335_MARKER: DD = SURVEY DISK
 AA8335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8335_STAMPING: 12-25 1995
 AA8335_MARK LOGO: ALHD  
 AA8335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8335+STABILITY: SURFACE MOTION
 AA8335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8335+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8335
 AA8335  HISTORY     - Date     Condition        Report By
 AA8335  HISTORY     - 1995     MONUMENTED       ALHD
 AA8335
 AA8335                          STATION DESCRIPTION
 AA8335
 AA8335'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8335'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8335'OF ALA 17, ABOUT 5.35 MI (8.61 KM) SOUTHWEST OF BUTLER AND ABOUT 8.05
 AA8335'MI (12.95 KM) NORTH-NORTHEAST OF TOXEY. TO REACH THE STATION FROM THE
 AA8335'JUNCTION OF ALA 10 AND ALA 17 (MILE POST 110.05 ON ALA 17 AND MILE
 AA8335'POST 17.65 ON ALA 10) AT A TRAFFIC LIGHT AT THE NORTHWEST CORNER OF
 AA8335'THE COURTHOUSE IN BUTLER, DRIVE SOUTH ON ALA 17 FOR 5.85 MI (9.41 KM)
 AA8335'TO MILE POST 104.20 AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA8335'(0.9 M) NORTHWEST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE
 AA8335'ON WHITE TOP, GREEN STEEL POSTS, 46.3 FT (14.1 M) NORTHEAST OF A FENCE
 AA8335'JUNCTION, 62.5 FT (19.1 M) SOUTHEAST OF THE CENTERLINE OF ALA 17, 60.2
 AA8335'FT (18.3 M) SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE, 63.0 FT
 AA8335'(19.2 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 3800 1, 81.3 FT
 AA8335'(24.8 M) NORTHEAST OF THE NORTHEAST WOOD POST OF A METAL GATE, 101.5
 AA8335'FT (30.9 M) SOUTHWEST OF A POWER POLE, 3.0 FT (0.9 M) NORTHWEST OF A
 AA8335'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 12-26
 AA8335'1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8336 ***********************************************************************
 AA8336  DESIGNATION -  12 26
 AA8336  PID         -  AA8336
 AA8336  STATE/COUNTY-  AL/CHOCTAW
 AA8336  USGS QUAD   -  LAND (1974)
 AA8336
 AA8336                         *CURRENT SURVEY CONTROL
 AA8336  ___________________________________________________________________
 AA8336* NAD 83(1992)-  32 01 47.41471(N)    088 16 18.47967(W)     ADJUSTED  
 AA8336* NAVD 88     -       128.8    (meters)     423.     (feet)  VERTCON   
 AA8336  ___________________________________________________________________
 AA8336  X           -     163,227.987 (meters)                     COMP
 AA8336  Y           -  -5,409,928.177 (meters)                     COMP
 AA8336  Z           -   3,363,290.531 (meters)                     COMP
 AA8336  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AA8336  ELLIP HEIGHT-         101.28  (meters)          (07/29/02) GPS OBS
 AA8336  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA8336
 AA8336  HORZ ORDER  -  FIRST
 AA8336  ELLP ORDER  -  FOURTH    CLASS I
 AA8336
 AA8336.The horizontal coordinates were established by GPS observations
 AA8336.and adjusted by the National Geodetic Survey in September 1995..
 AA8336
 AA8336.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8336
 AA8336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8336
 AA8336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8336
 AA8336.The ellipsoidal height was determined by GPS observations
 AA8336.and is referenced to NAD 83.
 AA8336
 AA8336.The geoid height was determined by GEOID03.
 AA8336
 AA8336;                    North         East     Units Scale Factor Converg.
 AA8336;SPC AL W     -   225,293.041   527,097.717   MT  0.99999885   -0 24 33.7
 AA8336;UTM  16      - 3,544,449.925   379,906.272   MT  0.99977786   -0 40 28.5
 AA8336
 AA8336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8336!SPC AL W     -   0.99998410  x   0.99999885  =   0.99998295
 AA8336!UTM  16      -   0.99998410  x   0.99977786  =   0.99976196
 AA8336
 AA8336:                Primary Azimuth Mark                     Grid Az
 AA8336:SPC AL W     -  12 25                                    220 48 29.7
 AA8336:UTM  16      -  12 25                                    221 04 24.5
 AA8336
 AA8336|---------------------------------------------------------------------|
 AA8336| PID    Reference Object                     Distance      Geod. Az  |
 AA8336|                                                           dddmmss.s |
 AA8336| AA8335 12 25                               465.473 METERS 2202356.0 |
 AA8336|---------------------------------------------------------------------|
 AA8336
 AA8336                          SUPERSEDED SURVEY CONTROL
 AA8336
 AA8336  ELLIP H (09/29/95)  101.32   (m)                       GP(       ) 3 2
 AA8336  NGVD 29 (09/29/95)  128.7    (m)          422.     (f) GPS OBS        
 AA8336
 AA8336.Superseded values are not recommended for survey control.
 AA8336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8336.See file dsdata.txt to determine how the superseded data were derived.
 AA8336
 AA8336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7990644450(NAD 83)
 AA8336_MARKER: DD = SURVEY DISK
 AA8336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8336_STAMPING: 12-26 1995
 AA8336_MARK LOGO: ALHD  
 AA8336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8336+STABILITY: SURFACE MOTION
 AA8336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8336+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8336
 AA8336  HISTORY     - Date     Condition        Report By
 AA8336  HISTORY     - 1995     MONUMENTED       ALHD
 AA8336
 AA8336                          STATION DESCRIPTION
 AA8336
 AA8336'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8336'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA8336'OF ALA 17, ABOUT 5.05 MI (8.13 KM) SOUTHWEST OF BUTLER AND ABOUT 8.05
 AA8336'MI (12.95 KM) NORTH-NORTHEAST OF TOXEY. TO REACH THE STATION FROM THE
 AA8336'JUNCTION OF ALA 10 AND ALA 17 (MILE POST 110.05 ON ALA 17 AND MILE
 AA8336'POST 17.65 ON ALA 10) AT A TRAFFIC LIGHT AT THE NORTHWEST CORNER OF
 AA8336'THE COURTHOUSE IN BUTLER, DRIVE SOUTH ON ALA 17 FOR 5.60 MI (9.01 KM)
 AA8336'TO MILE POST 104.45 AND THE STATION ON THE RIGHT. THE STATION IS 66.7
 AA8336'FT (20.3 M) NORTHWEST OF THE CENTER OF THE TWO SOUTH BOUND LANES OF
 AA8336'ALA 17, 79.0 FT (24.1 M) NORTHWEST OF THE CENTERLINE OF ALA 17, 95.8
 AA8336'FT (29.2 M) NORTHEAST OF POWER POLE NO. 107, APPROXIMATELY 200 FT
 AA8336'(61.0 M) WEST-SOUTHWEST OF THE INTERSECTION OF ALA 17 AND CHOCTAW
 AA8336'COUNTY ROAD NO. 25 SOUTH AT RED SPRINGS, 2.0 FT (0.6 M) SOUTHEAST OF A
 AA8336'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 12-25
 AA8336'1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8337 ***********************************************************************
 AA8337  DESIGNATION -  12 27
 AA8337  PID         -  AA8337
 AA8337  STATE/COUNTY-  AL/CHOCTAW
 AA8337  USGS QUAD   -  JACHIN (1986)
 AA8337
 AA8337                         *CURRENT SURVEY CONTROL
 AA8337  ___________________________________________________________________
 AA8337* NAD 83(1992)-  32 09 43.30759(N)    088 10 15.61719(W)     ADJUSTED  
 AA8337* NAVD 88     -        70.0    (meters)     230.     (feet)  VERTCON   
 AA8337  ___________________________________________________________________
 AA8337  X           -     172,494.725 (meters)                     COMP
 AA8337  Y           -  -5,401,797.855 (meters)                     COMP
 AA8337  Z           -   3,375,677.492 (meters)                     COMP
 AA8337  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AA8337  ELLIP HEIGHT-          42.24  (meters)          (07/29/02) GPS OBS
 AA8337  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA8337
 AA8337  HORZ ORDER  -  FIRST
 AA8337  ELLP ORDER  -  FOURTH    CLASS I
 AA8337
 AA8337.The horizontal coordinates were established by GPS observations
 AA8337.and adjusted by the National Geodetic Survey in September 1995..
 AA8337
 AA8337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8337
 AA8337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8337
 AA8337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8337
 AA8337.The ellipsoidal height was determined by GPS observations
 AA8337.and is referenced to NAD 83.
 AA8337
 AA8337.The geoid height was determined by GEOID03.
 AA8337
 AA8337;                    North         East     Units Scale Factor Converg.
 AA8337;SPC AL W     -   239,887.546   536,709.995   MT  0.99998271   -0 21 25.9
 AA8337;UTM  16      - 3,558,996.395   389,583.938   MT  0.99975035   -0 37 24.3
 AA8337
 AA8337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8337!SPC AL W     -   0.99999337  x   0.99998271  =   0.99997608
 AA8337!UTM  16      -   0.99999337  x   0.99975035  =   0.99974372
 AA8337
 AA8337:                Primary Azimuth Mark                     Grid Az
 AA8337:SPC AL W     -  12 28                                    032 23 37.1
 AA8337:UTM  16      -  12 28                                    032 39 35.5
 AA8337
 AA8337|---------------------------------------------------------------------|
 AA8337| PID    Reference Object                     Distance      Geod. Az  |
 AA8337|                                                           dddmmss.s |
 AA8337| AA8338 12 28                               436.119 METERS 0320211.2 |
 AA8337|---------------------------------------------------------------------|
 AA8337
 AA8337                          SUPERSEDED SURVEY CONTROL
 AA8337
 AA8337  ELLIP H (09/29/95)   42.28   (m)                       GP(       ) 3 2
 AA8337  NGVD 29 (09/29/95)   70.0    (m)          230.     (f) GPS OBS        
 AA8337
 AA8337.Superseded values are not recommended for survey control.
 AA8337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8337.See file dsdata.txt to determine how the superseded data were derived.
 AA8337
 AA8337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8958458996(NAD 83)
 AA8337_MARKER: DD = SURVEY DISK
 AA8337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8337_STAMPING: 12-27 1995
 AA8337_MARK LOGO: ALHD  
 AA8337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8337+STABILITY: SURFACE MOTION
 AA8337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8337+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8337
 AA8337  HISTORY     - Date     Condition        Report By
 AA8337  HISTORY     - 1995     MONUMENTED       ALHD
 AA8337
 AA8337                          STATION DESCRIPTION
 AA8337
 AA8337'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8337'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA8337'ALA 17, ABOUT 5.85 MI (9.41 KM) NORTH-NORTHEAST OF BUTLER AND ABOUT
 AA8337'7.40 MI (11.91 KM) WEST-SOUTHWEST OF PENNINGTON. TO REACH THE STATION
 AA8337'FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 110.05 ON ALA 17 AND
 AA8337'MILE POST 17.65 ON ALA 10) AT A TRAFFIC LIGHT AT THE NORTHEAST CORNER
 AA8337'OF THE COURTHOUSE HOUSE IN BUTLER, DRIVE NORTHEAST ON ALA 17 FOR 6.10
 AA8337'MI (9.82 KM) TO MILE POST 116.15 AND THE STATION ON THE LEFT. THE
 AA8337'STATION IS 56.2 FT (17.1 M) WEST-NORTHWEST OF THE CENTERLINE OF ALA
 AA8337'17, 189.5 FT (57.8 M) NORTH OF A POWER POLE ACROSS THE ROAD, 2.3 FT
 AA8337'(0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8337'GROUND. STATION 12-28 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8338 ***********************************************************************
 AA8338  DESIGNATION -  12 28
 AA8338  PID         -  AA8338
 AA8338  STATE/COUNTY-  AL/CHOCTAW
 AA8338  USGS QUAD   -  JACHIN (1986)
 AA8338
 AA8338                         *CURRENT SURVEY CONTROL
 AA8338  ___________________________________________________________________
 AA8338* NAD 83(1992)-  32 09 55.30980(N)    088 10 06.78759(W)     ADJUSTED  
 AA8338* NAVD 88     -        75.2    (meters)     247.     (feet)  VERTCON   
 AA8338  ___________________________________________________________________
 AA8338  X           -     172,719.812 (meters)                     COMP
 AA8338  Y           -  -5,401,598.176 (meters)                     COMP
 AA8338  Z           -   3,375,993.235 (meters)                     COMP
 AA8338  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA8338  ELLIP HEIGHT-          47.46  (meters)          (07/29/02) GPS OBS
 AA8338  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AA8338
 AA8338  HORZ ORDER  -  FIRST
 AA8338  ELLP ORDER  -  FOURTH    CLASS I
 AA8338
 AA8338.The horizontal coordinates were established by GPS observations
 AA8338.and adjusted by the National Geodetic Survey in September 1995..
 AA8338
 AA8338.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8338
 AA8338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8338
 AA8338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8338
 AA8338.The ellipsoidal height was determined by GPS observations
 AA8338.and is referenced to NAD 83.
 AA8338
 AA8338.The geoid height was determined by GEOID03.
 AA8338
 AA8338;                    North         East     Units Scale Factor Converg.
 AA8338;SPC AL W     -   240,255.793   536,943.635   MT  0.99998235   -0 21 21.3
 AA8338;UTM  16      - 3,559,363.467   389,819.232   MT  0.99974971   -0 37 19.8
 AA8338
 AA8338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8338!SPC AL W     -   0.99999255  x   0.99998235  =   0.99997490
 AA8338!UTM  16      -   0.99999255  x   0.99974971  =   0.99974226
 AA8338
 AA8338:                Primary Azimuth Mark                     Grid Az
 AA8338:SPC AL W     -  12 27                                    212 23 37.2
 AA8338:UTM  16      -  12 27                                    212 39 35.7
 AA8338
 AA8338|---------------------------------------------------------------------|
 AA8338| PID    Reference Object                     Distance      Geod. Az  |
 AA8338|                                                           dddmmss.s |
 AA8338| AA8337 12 27                               436.119 METERS 2120215.9 |
 AA8338|---------------------------------------------------------------------|
 AA8338
 AA8338                          SUPERSEDED SURVEY CONTROL
 AA8338
 AA8338  ELLIP H (09/29/95)   47.49   (m)                       GP(       ) 3 2
 AA8338  NGVD 29 (09/29/95)   75.2    (m)          247.     (f) GPS OBS        
 AA8338
 AA8338.Superseded values are not recommended for survey control.
 AA8338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8338.See file dsdata.txt to determine how the superseded data were derived.
 AA8338
 AA8338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8981959363(NAD 83)
 AA8338_MARKER: DD = SURVEY DISK
 AA8338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8338_STAMPING: 12-28 1995
 AA8338_MARK LOGO: ALHD  
 AA8338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8338+STABILITY: SURFACE MOTION
 AA8338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8338+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8338
 AA8338  HISTORY     - Date     Condition        Report By
 AA8338  HISTORY     - 1995     MONUMENTED       ALHD
 AA8338
 AA8338                          STATION DESCRIPTION
 AA8338
 AA8338'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8338'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA8338'ALA 17, ABOUT 6.15 MI (9.90 KM) NORTH-NORTHEAST OF BUTLER AND ABOUT
 AA8338'7.15 MI (11.51 KM) WEST-SOUTHWEST OF PENNINGTON. TO REACH THE STATION
 AA8338'FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 110.05 ON ALA 17 AND
 AA8338'MILE POST 17.65 ON ALA 10) AT A TRAFFIC LIGHT AT THE NORTHEAST CORNER
 AA8338'OF THE COURTHOUSE HOUSE IN BUTLER, DRIVE NORTHEAST ON ALA 17 FOR 6.35
 AA8338'MI (10.22 KM) TO MILE POST 116.40 AND THE STATION ON THE RIGHT. THE
 AA8338'STATION IS 54.4 FT (16.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF ALA
 AA8338'17, 169.9 FT (51.8 M) SOUTH-SOUTHWEST OF A POWER POLE, 228.3 FT (69.6
 AA8338'M) NORTH-NORTHEAST OF A POWER POLE, 3.2 FT (1.0 M) NORTHWEST OF A
 AA8338'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 12-27
 AA8338'1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8339 ***********************************************************************
 AA8339  DESIGNATION -  12 29
 AA8339  PID         -  AA8339
 AA8339  STATE/COUNTY-  AL/CHOCTAW
 AA8339  USGS QUAD   -  JACHIN (1986)
 AA8339
 AA8339                         *CURRENT SURVEY CONTROL
 AA8339  ___________________________________________________________________
 AA8339* NAD 83(1992)-  32 13 54.80524(N)    088 10 20.08679(W)     ADJUSTED  
 AA8339* NAVD 88     -        33.5    (meters)     110.     (feet)  VERTCON   
 AA8339  ___________________________________________________________________
 AA8339  X           -     172,245.026 (meters)                     COMP
 AA8339  Y           -  -5,397,644.849 (meters)                     COMP
 AA8339  Z           -   3,382,213.491 (meters)                     COMP
 AA8339  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA8339  ELLIP HEIGHT-           5.51  (meters)          (07/29/02) GPS OBS
 AA8339  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA8339
 AA8339  HORZ ORDER  -  FIRST
 AA8339  ELLP ORDER  -  FOURTH    CLASS I
 AA8339
 AA8339.The horizontal coordinates were established by GPS observations
 AA8339.and adjusted by the National Geodetic Survey in September 1995..
 AA8339
 AA8339.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8339
 AA8339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8339
 AA8339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8339
 AA8339.The ellipsoidal height was determined by GPS observations
 AA8339.and is referenced to NAD 83.
 AA8339
 AA8339.The geoid height was determined by GEOID03.
 AA8339
 AA8339;                    North         East     Units Scale Factor Converg.
 AA8339;SPC AL W     -   247,634.837   536,641.319   MT  0.99998282   -0 21 30.8
 AA8339;UTM  16      - 3,566,742.122   389,551.301   MT  0.99975044   -0 37 31.0
 AA8339
 AA8339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8339!SPC AL W     -   0.99999913  x   0.99998282  =   0.99998195
 AA8339!UTM  16      -   0.99999913  x   0.99975044  =   0.99974958
 AA8339
 AA8339:                Primary Azimuth Mark                     Grid Az
 AA8339:SPC AL W     -  12 30                                    118 13 55.9
 AA8339:UTM  16      -  12 30                                    118 29 56.1
 AA8339
 AA8339|---------------------------------------------------------------------|
 AA8339| PID    Reference Object                     Distance      Geod. Az  |
 AA8339|                                                           dddmmss.s |
 AA8339| AA8340 12 30                               488.676 METERS 1175225.1 |
 AA8339|---------------------------------------------------------------------|
 AA8339
 AA8339                          SUPERSEDED SURVEY CONTROL
 AA8339
 AA8339  ELLIP H (09/29/95)    5.55   (m)                       GP(       ) 3 2
 AA8339  NGVD 29 (09/29/95)   33.5    (m)          110.     (f) GPS OBS        
 AA8339
 AA8339.Superseded values are not recommended for survey control.
 AA8339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8339.See file dsdata.txt to determine how the superseded data were derived.
 AA8339
 AA8339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8955166742(NAD 83)
 AA8339_MARKER: DD = SURVEY DISK
 AA8339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8339_STAMPING: 12-29 1995
 AA8339_MARK LOGO: ALHD  
 AA8339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8339+STABILITY: SURFACE MOTION
 AA8339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8339+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8339
 AA8339  HISTORY     - Date     Condition        Report By
 AA8339  HISTORY     - 1995     MONUMENTED       ALHD
 AA8339
 AA8339                          STATION DESCRIPTION
 AA8339
 AA8339'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8339'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8339'CHOCTAW COUNTY ROAD NO. 32, ABOUT 7.05 MI (11.35 KM) WEST-NORTHWEST OF
 AA8339'PENNINGTON AND ABOUT 10.20 MI (16.41 KM) NORTH-NORTHEAST OF BUTLER. TO
 AA8339'REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST
 AA8339'110.05 ON ALA 17 AND MILE POST 17.65 ON ALA 10) AT A TRAFFIC LIGHT AT
 AA8339'THE NORTHEAST CORNER OF THE COURTHOUSE HOUSE IN BUTLER, DRIVE
 AA8339'NORTHEAST ON ALA 17 FOR 10.85 MI (17.46 KM) TO MILE POST 120.90, ALA
 AA8339'156 ON THE RIGHT, AND CHOCTAW COUNTY ROAD NO. 32 ON THE LEFT, TURN
 AA8339'LEFT ON CHOCTAW COUNTY ROAD NO. 32 AND DRIVE WEST FOR 0.25 MI (0.40
 AA8339'KM) TO THE STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M)
 AA8339'NORTH-NORTHEAST OF A HOG WIRE FENCE WITH FIVE STRANDS OF BARBED WIRE
 AA8339'ON TREATED WOOD POSTS, 37.2 FT (11.3 M) SOUTH-SOUTHWEST OF THE CENTER
 AA8339'OF CHOCTAW COUNTY ROAD NO. 32, 93.7 FT (28.6 M) SOUTH OF THE EAST ONE
 AA8339'OF THREE CONNECTED WOOD POSTS IN THE FENCE LINE ACROSS THE ROAD, 149.7
 AA8339'FT (45.6 M) WEST OF TRANSFORMER POWER POLE NO. 920402 ACROSS THE ROAD,
 AA8339'3.0 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8339'WITH THE GROUND. STATION 12-30 1995 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8339'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1847 ***********************************************************************
 BV1847  DESIGNATION -  12 3
 BV1847  PID         -  BV1847
 BV1847  STATE/COUNTY-  AL/CHOCTAW
 BV1847  USGS QUAD   -  SILAS (1986)
 BV1847
 BV1847                         *CURRENT SURVEY CONTROL
 BV1847  ___________________________________________________________________
 BV1847* NAD 83(1992)-  31 46 43.29632(N)    088 18 48.94948(W)     ADJUSTED  
 BV1847* NAVD 88     -        61.1    (meters)     200.     (feet)  VERTCON   
 BV1847  ___________________________________________________________________
 BV1847  X           -     159,712.859 (meters)                     COMP
 BV1847  Y           -  -5,424,700.079 (meters)                     COMP
 BV1847  Z           -   3,339,613.436 (meters)                     COMP
 BV1847  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 BV1847  ELLIP HEIGHT-          33.77  (meters)          (07/29/02) GPS OBS
 BV1847  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BV1847
 BV1847  HORZ ORDER  -  FIRST
 BV1847  ELLP ORDER  -  FOURTH    CLASS I
 BV1847
 BV1847.The horizontal coordinates were established by GPS observations
 BV1847.and adjusted by the National Geodetic Survey in December 1992..
 BV1847
 BV1847.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1847
 BV1847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1847
 BV1847.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1847
 BV1847.The ellipsoidal height was determined by GPS observations
 BV1847.and is referenced to NAD 83.
 BV1847
 BV1847.The geoid height was determined by GEOID03.
 BV1847
 BV1847;                    North         East     Units Scale Factor Converg.
 BV1847;SPC AL W     -   197,474.484   522,940.547   MT  1.00000654   -0 25 42.6
 BV1847;UTM  16      - 3,516,656.913   375,621.750   MT  0.99979079   -0 41 30.8
 BV1847
 BV1847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1847!SPC AL W     -   0.99999470  x   1.00000654  =   1.00000124
 BV1847!UTM  16      -   0.99999470  x   0.99979079  =   0.99978549
 BV1847
 BV1847                          SUPERSEDED SURVEY CONTROL
 BV1847
 BV1847  ELLIP H (12/04/92)   33.82   (m)                       GP(       ) 4 1
 BV1847  NAD 83(1986)-  31 46 43.31278(N)    088 18 48.95254(W) AD(       ) 1
 BV1847  NGVD 29 (12/04/92)   61.1    (m)          200.     (f) GPS OBS        
 BV1847
 BV1847.Superseded values are not recommended for survey control.
 BV1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1847.See file dsdata.txt to determine how the superseded data were derived.
 BV1847
 BV1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA7562216657(NAD 83)
 BV1847_MARKER: DD = SURVEY DISK
 BV1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1847_SP_SET: CONCRETE POST
 BV1847_STAMPING: 12-3 1990
 BV1847_MARK LOGO: ALHD  
 BV1847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1847+STABILITY: SURFACE MOTION
 BV1847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1847+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1991
 BV1847
 BV1847  HISTORY     - Date     Condition        Report By
 BV1847  HISTORY     - 1990     MONUMENTED       ALHD
 BV1847  HISTORY     - 19910918 GOOD
 BV1847
 BV1847                          STATION DESCRIPTION
 BV1847
 BV1847'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BV1847'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 BV1847'U. S. 84, ABOUT 1.45 KM (0.90 MI) EAST OF BOLINGER, AND 10.78 KM
 BV1847'(6.70 MI) SOUTH - SOUTHEAST OF GILBERTOWN.
 BV1847'TO REACH THE STATION FROM THE JUNCTION OF U. S. 84 AND ALA 17 (MILE
 BV1847'POST 8.40 ON U. S. 84) AT BOLINGER, DRIVE EAST ON U. S. 84 1.53 KM
 BV1847'(0.95 MI) TO MILE POST 9.35 AND THE STATION ON THE LEFT.
 BV1847'THE STATION IS 17.83 M (58.50 FT) NORTH OF THE CENTERLINE OF U. S. 84,
 BV1847'23.26 M (76.31 FT) WEST NORTHWEST OF A U. S. 84 WEST ROUTE SIGN, 0.76
 BV1847'M (2.49 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BV1847'GROUND.
 BV1847'STATION 12-4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BV1847
 BV1847                          STATION RECOVERY (1991)
 BV1847
 BV1847'RECOVERED 1991
 BV1847'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8340 ***********************************************************************
 AA8340  DESIGNATION -  12 30
 AA8340  PID         -  AA8340
 AA8340  STATE/COUNTY-  AL/CHOCTAW
 AA8340  USGS QUAD   -  JACHIN (1986)
 AA8340
 AA8340                         *CURRENT SURVEY CONTROL
 AA8340  ___________________________________________________________________
 AA8340* NAD 83(1992)-  32 13 47.38790(N)    088 10 03.58792(W)     ADJUSTED  
 AA8340* NAVD 88     -        34.5    (meters)     113.     (feet)  VERTCON   
 AA8340  ___________________________________________________________________
 AA8340  X           -     172,680.701 (meters)                     COMP
 AA8340  Y           -  -5,397,753.733 (meters)                     COMP
 AA8340  Z           -   3,382,020.781 (meters)                     COMP
 AA8340  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AA8340  ELLIP HEIGHT-           6.56  (meters)          (07/29/02) GPS OBS
 AA8340  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA8340
 AA8340  HORZ ORDER  -  FIRST
 AA8340  ELLP ORDER  -  FOURTH    CLASS I
 AA8340
 AA8340.The horizontal coordinates were established by GPS observations
 AA8340.and adjusted by the National Geodetic Survey in September 1995..
 AA8340
 AA8340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8340
 AA8340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8340
 AA8340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8340
 AA8340.The ellipsoidal height was determined by GPS observations
 AA8340.and is referenced to NAD 83.
 AA8340
 AA8340.The geoid height was determined by GEOID03.
 AA8340
 AA8340;                    North         East     Units Scale Factor Converg.
 AA8340;SPC AL W     -   247,403.675   537,071.853   MT  0.99998215   -0 21 21.9
 AA8340;UTM  16      - 3,566,509.012   389,980.654   MT  0.99974927   -0 37 22.1
 AA8340
 AA8340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8340!SPC AL W     -   0.99999897  x   0.99998215  =   0.99998112
 AA8340!UTM  16      -   0.99999897  x   0.99974927  =   0.99974824
 AA8340
 AA8340:                Primary Azimuth Mark                     Grid Az
 AA8340:SPC AL W     -  12 29                                    298 13 55.8
 AA8340:UTM  16      -  12 29                                    298 29 56.0
 AA8340
 AA8340|---------------------------------------------------------------------|
 AA8340| PID    Reference Object                     Distance      Geod. Az  |
 AA8340|                                                           dddmmss.s |
 AA8340| AA8339 12 29                               488.676 METERS 2975233.9 |
 AA8340|---------------------------------------------------------------------|
 AA8340
 AA8340                          SUPERSEDED SURVEY CONTROL
 AA8340
 AA8340  ELLIP H (09/29/95)    6.59   (m)                       GP(       ) 3 2
 AA8340  NGVD 29 (09/29/95)   34.5    (m)          113.     (f) GPS OBS        
 AA8340
 AA8340.Superseded values are not recommended for survey control.
 AA8340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8340.See file dsdata.txt to determine how the superseded data were derived.
 AA8340
 AA8340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8998166509(NAD 83)
 AA8340_MARKER: DD = SURVEY DISK
 AA8340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8340_STAMPING: 12-30 1995
 AA8340_MARK LOGO: ALHD  
 AA8340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8340+STABILITY: SURFACE MOTION
 AA8340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8340+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8340
 AA8340  HISTORY     - Date     Condition        Report By
 AA8340  HISTORY     - 1995     MONUMENTED       ALHD
 AA8340
 AA8340                          STATION DESCRIPTION
 AA8340
 AA8340'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8340'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8340'ALA 156, ABOUT 6.75 MI (10.86 KM) WEST-NORTHWEST OF PENNINGTON AND
 AA8340'ABOUT 10.15 MI (16.33 KM) NORTH-NORTHEAST OF BUTLER. TO REACH THE
 AA8340'STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 110.05 ON
 AA8340'ALA 17 AND MILE POST 17.65 ON ALA 10) AT A TRAFFIC LIGHT AT THE
 AA8340'NORTHEAST CORNER OF THE COURTHOUSE HOUSE IN BUTLER, DRIVE NORTHEAST ON
 AA8340'ALA 17 FOR 10.85 MI (17.46 KM) TO MILE POST 120.90, ALA 156 ON THE
 AA8340'RIGHT, AND CHOCTAW COUNTY ROAD NO. 32 ON THE LEFT, TURN RIGHT ON ALA
 AA8340'156 AND DRIVE EAST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 AA8340'THE STATION IS 3.1 FT (0.9 M) SOUTH-SOUTHWEST OF A RED PIPE FENCE,
 AA8340'42.4 FT (12.9 M) EAST OF A STOP SIGN, 47.5 FT (14.5 M) NORTH-NORTHEAST
 AA8340'OF THE CENTERLINE OF ALA 156, 96.7 FT (29.5 M) NORTH OF AN ALA 156
 AA8340'EAST SIGN ACROSS THE ROAD, 100.6 FT (30.7 M) EAST-NORTHEAST OF THE
 AA8340'CENTERLINE OF ALA 17, 3.1 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS
 AA8340'POST, AND SET FLUSH WITH THE GROUND. STATION 12-29 1995 MAY BE USED AS
 AA8340'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8341 ***********************************************************************
 AA8341  DESIGNATION -  12 31
 AA8341  PID         -  AA8341
 AA8341  STATE/COUNTY-  AL/CHOCTAW
 AA8341  USGS QUAD   -  WARD (1974)
 AA8341
 AA8341                         *CURRENT SURVEY CONTROL
 AA8341  ___________________________________________________________________
 AA8341* NAD 83(1992)-  32 15 52.91634(N)    088 15 56.86992(W)     ADJUSTED  
 AA8341* NAVD 88     -        61.5    (meters)     202.     (feet)  VERTCON   
 AA8341  ___________________________________________________________________
 AA8341  X           -     163,373.651 (meters)                     COMP
 AA8341  Y           -  -5,396,002.137 (meters)                     COMP
 AA8341  Z           -   3,385,305.410 (meters)                     COMP
 AA8341  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA8341  ELLIP HEIGHT-          33.50  (meters)          (07/29/02) GPS OBS
 AA8341  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA8341
 AA8341  HORZ ORDER  -  FIRST
 AA8341  ELLP ORDER  -  FOURTH    CLASS I
 AA8341
 AA8341.The horizontal coordinates were established by GPS observations
 AA8341.and adjusted by the National Geodetic Survey in September 1995..
 AA8341
 AA8341.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8341
 AA8341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8341
 AA8341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8341
 AA8341.The ellipsoidal height was determined by GPS observations
 AA8341.and is referenced to NAD 83.
 AA8341
 AA8341.The geoid height was determined by GEOID03.
 AA8341
 AA8341;                    North         East     Units Scale Factor Converg.
 AA8341;SPC AL W     -   251,331.942   527,849.957   MT  0.99999751   -0 24 31.8
 AA8341;UTM  16      - 3,570,479.282   380,779.248   MT  0.99977528   -0 40 32.9
 AA8341
 AA8341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8341!SPC AL W     -   0.99999474  x   0.99999751  =   0.99999225
 AA8341!UTM  16      -   0.99999474  x   0.99977528  =   0.99977002
 AA8341
 AA8341:                Primary Azimuth Mark                     Grid Az
 AA8341:SPC AL W     -  12 32                                    315 51 26.6
 AA8341:UTM  16      -  12 32                                    316 07 27.7
 AA8341
 AA8341|---------------------------------------------------------------------|
 AA8341| PID    Reference Object                     Distance      Geod. Az  |
 AA8341|                                                           dddmmss.s |
 AA8341| AA8342 12 32                               491.014 METERS 3152654.8 |
 AA8341|---------------------------------------------------------------------|
 AA8341
 AA8341                          SUPERSEDED SURVEY CONTROL
 AA8341
 AA8341  ELLIP H (09/29/95)   33.53   (m)                       GP(       ) 3 2
 AA8341  NGVD 29 (09/29/95)   61.5    (m)          202.     (f) GPS OBS        
 AA8341
 AA8341.Superseded values are not recommended for survey control.
 AA8341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8341.See file dsdata.txt to determine how the superseded data were derived.
 AA8341
 AA8341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8077970479(NAD 83)
 AA8341_MARKER: DD = SURVEY DISK
 AA8341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8341_STAMPING: 12-31 1995
 AA8341_MARK LOGO: ALHD  
 AA8341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8341+STABILITY: SURFACE MOTION
 AA8341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8341+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8341
 AA8341  HISTORY     - Date     Condition        Report By
 AA8341  HISTORY     - 1995     MONUMENTED       ALHD
 AA8341
 AA8341                          STATION DESCRIPTION
 AA8341
 AA8341'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8341'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8341'CHOCTAW COUNTY ROAD NO. 9, ABOUT 6.55 MI (10.54 KM) NORTH OF LISMAN
 AA8341'AND ABOUT 13.00 MI (20.92 KM) WEST-NORTHWEST OF PENNINGTON. TO REACH
 AA8341'THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 110.05
 AA8341'ON ALA 17 AND MILE POST 17.65 ON ALA 10) AT A TRAFFIC LIGHT AT THE
 AA8341'NORTHEAST CORNER OF THE COURTHOUSE HOUSE IN BUTLER, DRIVE NORTHEAST ON
 AA8341'ALA 17 FOR 10.85 MI (17.46 KM) TO MILE POST 120.90, ALA 156 ON THE
 AA8341'RIGHT, AND CHOCTAW COUNTY ROAD NO. 32 ON THE LEFT, TURN LEFT ON
 AA8341'CHOCTAW COUNTY ROAD NO. 32 AND DRIVE WEST FOR 6.15 MI (9.90 KM) TO
 AA8341'CHOCTAW COUNTY ROAD NO. 9 LEFT AND RIGHT, TURN RIGHT ON CHOCTAW COUNTY
 AA8341'ROAD NO. 9 AND DRIVE NORTH AND NORTHWEST FOR 1.25 MI (2.01 KM) TO THE
 AA8341'STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) SOUTH-SOUTHWEST OF
 AA8341'A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 38.0 FT (11.6
 AA8341'M) NORTH-NORTHEAST OF THE CENTERLINE OF CHOCTAW COUNTY ROAD NO. 9,
 AA8341'177.7 FT (54.2 M) SOUTHEAST OF A JUNCTION POWER POLE, 3.3 FT (1.0 M)
 AA8341'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8341'STATION 12-32 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8342 ***********************************************************************
 AA8342  DESIGNATION -  12 32
 AA8342  PID         -  AA8342
 AA8342  STATE/COUNTY-  AL/CHOCTAW
 AA8342  USGS QUAD   -  WARD (1974)
 AA8342
 AA8342                         *CURRENT SURVEY CONTROL
 AA8342  ___________________________________________________________________
 AA8342* NAD 83(1992)-  32 16 04.27559(N)    088 16 10.03197(W)     ADJUSTED  
 AA8342* NAVD 88     -        64.6    (meters)     212.     (feet)  VERTCON   
 AA8342  ___________________________________________________________________
 AA8342  X           -     163,023.761 (meters)                     COMP
 AA8342  Y           -  -5,395,828.416 (meters)                     COMP
 AA8342  Z           -   3,385,602.908 (meters)                     COMP
 AA8342  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA8342  ELLIP HEIGHT-          36.55  (meters)          (07/29/02) GPS OBS
 AA8342  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA8342
 AA8342  HORZ ORDER  -  FIRST
 AA8342  ELLP ORDER  -  FOURTH    CLASS I
 AA8342
 AA8342.The horizontal coordinates were established by GPS observations
 AA8342.and adjusted by the National Geodetic Survey in September 1995..
 AA8342
 AA8342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8342
 AA8342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8342
 AA8342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8342
 AA8342.The ellipsoidal height was determined by GPS observations
 AA8342.and is referenced to NAD 83.
 AA8342
 AA8342.The geoid height was determined by GEOID03.
 AA8342
 AA8342;                    North         East     Units Scale Factor Converg.
 AA8342;SPC AL W     -   251,684.297   527,507.993   MT  0.99999812   -0 24 38.9
 AA8342;UTM  16      - 3,570,833.148   380,439.005   MT  0.99977628   -0 40 40.1
 AA8342
 AA8342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8342!SPC AL W     -   0.99999426  x   0.99999812  =   0.99999238
 AA8342!UTM  16      -   0.99999426  x   0.99977628  =   0.99977054
 AA8342
 AA8342:                Primary Azimuth Mark                     Grid Az
 AA8342:SPC AL W     -  12 31                                    135 51 26.7
 AA8342:UTM  16      -  12 31                                    136 07 27.9
 AA8342
 AA8342|---------------------------------------------------------------------|
 AA8342| PID    Reference Object                     Distance      Geod. Az  |
 AA8342|                                                           dddmmss.s |
 AA8342| AA8341 12 31                               491.014 METERS 1352647.8 |
 AA8342|---------------------------------------------------------------------|
 AA8342
 AA8342                          SUPERSEDED SURVEY CONTROL
 AA8342
 AA8342  ELLIP H (09/29/95)   36.58   (m)                       GP(       ) 3 2
 AA8342  NGVD 29 (09/29/95)   64.6    (m)          212.     (f) GPS OBS        
 AA8342
 AA8342.Superseded values are not recommended for survey control.
 AA8342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8342.See file dsdata.txt to determine how the superseded data were derived.
 AA8342
 AA8342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8043970833(NAD 83)
 AA8342_MARKER: DD = SURVEY DISK
 AA8342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8342_STAMPING: 12-32 1995
 AA8342_MARK LOGO: ALHD  
 AA8342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8342+STABILITY: SURFACE MOTION
 AA8342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8342+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8342
 AA8342  HISTORY     - Date     Condition        Report By
 AA8342  HISTORY     - 1995     MONUMENTED       ALHD
 AA8342
 AA8342                          STATION DESCRIPTION
 AA8342
 AA8342'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8342'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA8342'OF CHOCTAW COUNTY ROAD NO. 9, ABOUT 6.80 MI (10.94 KM) NORTH OF LISMAN
 AA8342'AND ABOUT 13.30 MI (21.40 KM) WEST-NORTHWEST OF PENNINGTON. TO REACH
 AA8342'THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 110.05
 AA8342'ON ALA 17 AND MILE POST 17.65 ON ALA 10) AT A TRAFFIC LIGHT AT THE
 AA8342'NORTHEAST CORNER OF THE COURTHOUSE HOUSE IN BUTLER, DRIVE NORTHEAST ON
 AA8342'ALA 17 FOR 10.85 MI (17.46 KM) TO MILE POST 120.90, ALA 156 ON THE
 AA8342'RIGHT, AND CHOCTAW COUNTY ROAD NO. 32 ON THE LEFT, TURN LEFT ON
 AA8342'CHOCTAW COUNTY ROAD NO. 32 AND DRIVE WEST FOR 6.15 MI (9.90 KM) TO
 AA8342'CHOCTAW COUNTY ROAD NO. 9 LEFT AND RIGHT, TURN RIGHT ON CHOCTAW COUNTY
 AA8342'ROAD NO. 9 AND DRIVE NORTH AND NORTHWEST FOR 1.60 MI (2.57 KM) TO THE
 AA8342'STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) SOUTHWEST OF A
 AA8342'FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 37.4 FT (11.4 M)
 AA8342'NORTHEAST OF THE CENTERLINE OF CHOCTAW COUNTY ROAD NO. 9, 58.5 FT
 AA8342'(17.8 M) SOUTHEAST OF THE SOUTHEAST ONE OF TWO CONNECTED WOOD POSTS IN
 AA8342'THE FENCE LINE, 89.8 FT (27.4 M) SOUTHEAST OF A POWER POLE, 3.0 FT
 AA8342'(0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8342'GROUND. STATION 12-31 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8343 ***********************************************************************
 AA8343  DESIGNATION -  12 33
 AA8343  PID         -  AA8343
 AA8343  STATE/COUNTY-  AL/CHOCTAW
 AA8343  USGS QUAD   -  LISMAN (1974)
 AA8343
 AA8343                         *CURRENT SURVEY CONTROL
 AA8343  ___________________________________________________________________
 AA8343* NAD 83(1992)-  32 10 52.58149(N)    088 16 17.95897(W)     ADJUSTED  
 AA8343* NAVD 88     -        41.0    (meters)     135.     (feet)  VERTCON   
 AA8343  ___________________________________________________________________
 AA8343  X           -     162,970.212 (meters)                     COMP
 AA8343  Y           -  -5,400,932.326 (meters)                     COMP
 AA8343  Z           -   3,377,468.238 (meters)                     COMP
 AA8343  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AA8343  ELLIP HEIGHT-          13.22  (meters)          (07/29/02) GPS OBS
 AA8343  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA8343
 AA8343  HORZ ORDER  -  FIRST
 AA8343  ELLP ORDER  -  FOURTH    CLASS I
 AA8343
 AA8343.The horizontal coordinates were established by GPS observations
 AA8343.and adjusted by the National Geodetic Survey in September 1995..
 AA8343
 AA8343.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8343
 AA8343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8343
 AA8343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8343
 AA8343.The ellipsoidal height was determined by GPS observations
 AA8343.and is referenced to NAD 83.
 AA8343
 AA8343.The geoid height was determined by GEOID03.
 AA8343
 AA8343;                    North         East     Units Scale Factor Converg.
 AA8343;SPC AL W     -   242,084.940   527,231.584   MT  0.99999861   -0 24 39.6
 AA8343;UTM  16      - 3,561,237.308   380,117.989   MT  0.99977723   -0 40 38.5
 AA8343
 AA8343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8343!SPC AL W     -   0.99999792  x   0.99999861  =   0.99999653
 AA8343!UTM  16      -   0.99999792  x   0.99977723  =   0.99977515
 AA8343
 AA8343:                Primary Azimuth Mark                     Grid Az
 AA8343:SPC AL W     -  12 34                                    359 37 08.8
 AA8343:UTM  16      -  12 34                                    359 53 07.7
 AA8343
 AA8343|---------------------------------------------------------------------|
 AA8343| PID    Reference Object                     Distance      Geod. Az  |
 AA8343|                                                           dddmmss.s |
 AA8343| AA8344 12 34                               APPROX. 0.6 KM 3591229.2 |
 AA8343|---------------------------------------------------------------------|
 AA8343
 AA8343                          SUPERSEDED SURVEY CONTROL
 AA8343
 AA8343  ELLIP H (09/29/95)   13.26   (m)                       GP(       ) 3 2
 AA8343  NGVD 29 (09/29/95)   41.0    (m)          135.     (f) GPS OBS        
 AA8343
 AA8343.Superseded values are not recommended for survey control.
 AA8343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8343.See file dsdata.txt to determine how the superseded data were derived.
 AA8343
 AA8343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8011861237(NAD 83)
 AA8343_MARKER: DD = SURVEY DISK
 AA8343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8343_STAMPING: 12-33 1995
 AA8343_MARK LOGO: ALHD  
 AA8343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8343+STABILITY: SURFACE MOTION
 AA8343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8343+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8343
 AA8343  HISTORY     - Date     Condition        Report By
 AA8343  HISTORY     - 1995     MONUMENTED       ALHD
 AA8343
 AA8343                          STATION DESCRIPTION
 AA8343
 AA8343'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8343'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA8343'CHOCTAW COUNTY ROAD NO. 9, ABOUT 0.85 MI (1.37 KM) NORTHEAST OF LISMAN
 AA8343'AND ABOUT 6.95 MI (11.18 KM) NORTH-NORTHWEST OF BUTLER. TO REACH THE
 AA8343'STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 17.65 ON ALA
 AA8343'10 AND MILE POST 110.05 ON ALA 17) AT A TRAFFIC LIGHT AT THE NORTHEAST
 AA8343'CORNER OF THE COURTHOUSE IN BUTLER, DRIVE NORTHWEST ON ALA 10 FOR 7.55
 AA8343'MI (12.15 KM) TO MILE POST 10.10 AND CHOCTAW COUNTY ROAD NO. 9 LEFT
 AA8343'AND RIGHT IN LISMAN, TURN RIGHT ON CHOCTAW COUNTY ROAD NO. 9 AND DRIVE
 AA8343'EAST AND NORTH FOR 2.05 MI (3.30 KM) TO THE STATION ON THE LEFT. THE
 AA8343'STATION IS 40.2 FT (12.3 M) WEST OF THE CENTER OF CHOCTAW COUNTY ROAD
 AA8343'NO. 9, 51.7 FT (15.8 M) NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 AA8343'CHOCTAW COUNTY ROAD NO. 9 AND A WOODS ROAD LEADING EAST, 128.0 FT
 AA8343'(39.0 M) NORTH-NORTHWEST OF A POWER POLE, 128.7 FT (39.2 M) SOUTH OF A
 AA8343'POWER POLE, 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA8343'FLUSH WITH THE GROUND. STATION 12-34 1995 MAY BE USED AS AN AZIMUTH
 AA8343'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8344 ***********************************************************************
 AA8344  DESIGNATION -  12 34
 AA8344  PID         -  AA8344
 AA8344  STATE/COUNTY-  AL/CHOCTAW
 AA8344  USGS QUAD   -  LISMAN (1974)
 AA8344
 AA8344                         *CURRENT SURVEY CONTROL
 AA8344  ___________________________________________________________________
 AA8344* NAD 83(1992)-  32 11 11.81411(N)    088 16 18.27156(W)     ADJUSTED  
 AA8344* NAVD 88     -        43.4    (meters)     142.     (feet)  VERTCON   
 AA8344  ___________________________________________________________________
 AA8344  X           -     162,952.571 (meters)                     COMP
 AA8344  Y           -  -5,400,619.210 (meters)                     COMP
 AA8344  Z           -   3,377,970.912 (meters)                     COMP
 AA8344  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AA8344  ELLIP HEIGHT-          15.63  (meters)          (07/29/02) GPS OBS
 AA8344  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AA8344
 AA8344  HORZ ORDER  -  FIRST
 AA8344  ELLP ORDER  -  FOURTH    CLASS I
 AA8344
 AA8344.The horizontal coordinates were established by GPS observations
 AA8344.and adjusted by the National Geodetic Survey in September 1995..
 AA8344
 AA8344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8344
 AA8344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8344
 AA8344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8344
 AA8344.The ellipsoidal height was determined by GPS observations
 AA8344.and is referenced to NAD 83.
 AA8344
 AA8344.The geoid height was determined by GEOID03.
 AA8344
 AA8344;                    North         East     Units Scale Factor Converg.
 AA8344;SPC AL W     -   242,677.401   527,227.645   MT  0.99999862   -0 24 40.0
 AA8344;UTM  16      - 3,561,829.650   380,116.806   MT  0.99977724   -0 40 39.0
 AA8344
 AA8344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8344!SPC AL W     -   0.99999755  x   0.99999862  =   0.99999617
 AA8344!UTM  16      -   0.99999755  x   0.99977724  =   0.99977479
 AA8344
 AA8344:                Primary Azimuth Mark                     Grid Az
 AA8344:SPC AL W     -  12 33                                    179 37 09.1
 AA8344:UTM  16      -  12 33                                    179 53 08.1
 AA8344
 AA8344|---------------------------------------------------------------------|
 AA8344| PID    Reference Object                     Distance      Geod. Az  |
 AA8344|                                                           dddmmss.s |
 AA8344| AA8343 12 33                               APPROX. 0.6 KM 1791229.1 |
 AA8344|---------------------------------------------------------------------|
 AA8344
 AA8344                          SUPERSEDED SURVEY CONTROL
 AA8344
 AA8344  ELLIP H (09/29/95)   15.66   (m)                       GP(       ) 3 2
 AA8344  NGVD 29 (09/29/95)   43.4    (m)          142.     (f) GPS OBS        
 AA8344
 AA8344.Superseded values are not recommended for survey control.
 AA8344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8344.See file dsdata.txt to determine how the superseded data were derived.
 AA8344
 AA8344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8011761830(NAD 83)
 AA8344_MARKER: DD = SURVEY DISK
 AA8344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8344_STAMPING: 12-34 1995
 AA8344_MARK LOGO: ALHD  
 AA8344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8344+STABILITY: SURFACE MOTION
 AA8344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8344+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8344
 AA8344  HISTORY     - Date     Condition        Report By
 AA8344  HISTORY     - 1995     MONUMENTED       ALHD
 AA8344
 AA8344                          STATION DESCRIPTION
 AA8344
 AA8344'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8344'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA8344'CHOCTAW COUNTY ROAD NO. 9, ABOUT 1.20 MI (1.93 KM) NORTHEAST OF LISMAN
 AA8344'AND ABOUT 7.30 MI (11.75 KM) NORTH-NORTHWEST OF BUTLER. TO REACH THE
 AA8344'STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 17.65 ON ALA
 AA8344'10 AND MILE POST 110.05 ON ALA 17) AT A TRAFFIC LIGHT AT THE NORTHEAST
 AA8344'CORNER OF THE COURTHOUSE IN BUTLER, DRIVE NORTHWEST ON ALA 10 FOR 7.55
 AA8344'MI (12.15 KM) TO MILE POST 10.10 AND CHOCTAW COUNTY ROAD NO. 9 LEFT
 AA8344'AND RIGHT IN LISMAN, TURN RIGHT ON CHOCTAW COUNTY ROAD NO. 9 AND DRIVE
 AA8344'EAST AND NORTH FOR 2.45 MI (3.94 KM) TO THE STATION ON THE LEFT. THE
 AA8344'STATION IS 2.8 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA8344'OLD WOOD POSTS, 46.7 FT (14.2 M) SOUTH OF THE SOUTH POST OF A RUSTY
 AA8344'PIPE GATE, 47.5 FT (14.5 M) WEST OF THE CENTER OF CHOCTAW COUNTY ROAD
 AA8344'NO. 9, 57.0 FT (17.4 M) SOUTH OF THE CENTER OF A FIELD ROAD, 2.9 FT
 AA8344'(0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8344'GROUND. STATION 12-33 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8345 ***********************************************************************
 AA8345  DESIGNATION -  12 35
 AA8345  PID         -  AA8345
 AA8345  STATE/COUNTY-  AL/CHOCTAW
 AA8345  USGS QUAD   -  YANTLEY (1974)
 AA8345
 AA8345                         *CURRENT SURVEY CONTROL
 AA8345  ___________________________________________________________________
 AA8345* NAD 83(1992)-  32 08 00.74501(N)    088 22 30.65655(W)     ADJUSTED  
 AA8345* NAVD 88     -       143.1    (meters)     469.     (feet)  VERTCON   
 AA8345  ___________________________________________________________________
 AA8345  X           -     153,293.402 (meters)                     COMP
 AA8345  Y           -  -5,404,120.606 (meters)                     COMP
 AA8345  Z           -   3,373,041.607 (meters)                     COMP
 AA8345  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA8345  ELLIP HEIGHT-         115.48  (meters)          (07/29/02) GPS OBS
 AA8345  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AA8345
 AA8345  HORZ ORDER  -  FIRST
 AA8345  ELLP ORDER  -  FOURTH    CLASS I
 AA8345
 AA8345.The horizontal coordinates were established by GPS observations
 AA8345.and adjusted by the National Geodetic Survey in September 1995..
 AA8345
 AA8345.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8345
 AA8345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8345
 AA8345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8345
 AA8345.The ellipsoidal height was determined by GPS observations
 AA8345.and is referenced to NAD 83.
 AA8345
 AA8345.The geoid height was determined by GEOID03.
 AA8345
 AA8345;                    North         East     Units Scale Factor Converg.
 AA8345;SPC AL W     -   236,866.736   517,425.453   MT  1.00001739   -0 27 55.9
 AA8345;UTM  16      - 3,556,065.835   370,289.842   MT  0.99980749   -0 43 53.6
 AA8345
 AA8345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8345!SPC AL W     -   0.99998187  x   1.00001739  =   0.99999926
 AA8345!UTM  16      -   0.99998187  x   0.99980749  =   0.99978936
 AA8345
 AA8345|---------------------------------------------------------------------|
 AA8345| PID    Reference Object                     Distance      Geod. Az  |
 AA8345|                                                           dddmmss.s |
 AA8345| AA8346 12 36                               394.331 METERS 05117     |
 AA8345|---------------------------------------------------------------------|
 AA8345
 AA8345                          SUPERSEDED SURVEY CONTROL
 AA8345
 AA8345  ELLIP H (09/29/95)  115.52   (m)                       GP(       ) 3 2
 AA8345  NGVD 29 (09/29/95)  143.1    (m)          469.     (f) GPS OBS        
 AA8345
 AA8345.Superseded values are not recommended for survey control.
 AA8345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8345.See file dsdata.txt to determine how the superseded data were derived.
 AA8345
 AA8345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7029056066(NAD 83)
 AA8345_MARKER: DD = SURVEY DISK
 AA8345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8345_STAMPING: 12-35 1995
 AA8345_MARK LOGO: ALHD  
 AA8345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8345+STABILITY: SURFACE MOTION
 AA8345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8345+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8345
 AA8345  HISTORY     - Date     Condition        Report By
 AA8345  HISTORY     - 1995     MONUMENTED       ALHD
 AA8345
 AA8345                          STATION DESCRIPTION
 AA8345
 AA8345'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8345'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8345'A GRAVEL ROAD, ABOUT 6.05 MI (9.74 KM) SOUTHWEST OF LISMAN AND ABOUT
 AA8345'9.55 MI (15.37 KM) WEST-NORTHWEST OF BUTLER. TO REACH THE STATION FROM
 AA8345'THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 17.65 ON ALA 10 AND MILE
 AA8345'POST 110.05 ON ALA 17) AT A TRAFFIC LIGHT AT THE NORTHEAST CORNER OF
 AA8345'THE COURTHOUSE IN BUTLER, DRIVE NORTHWEST ON ALA 10 FOR 7.55 MI (12.15
 AA8345'KM) TO MILE POST 10.10 AND CHOCTAW COUNTY ROAD NO. 9 LEFT AND RIGHT IN
 AA8345'LISMAN, TURN LEFT ON CHOCTAW COUNTY ROAD NO. 9 AND DRIVE SOUTH AND
 AA8345'SOUTHWEST FOR 3.25 MI (5.23 KM) TO A Y-INTERSECTION WITH CHOCTAW
 AA8345'COUNTY ROAD NO. 9 ON THE RIGHT AND CHOCTAW COUNTY ROAD NO. 24 ON THE
 AA8345'LEFT, BEAR RIGHT ON CHOCTAW COUNTY ROAD NO. 9 AND DRIVE SOUTHWEST FOR
 AA8345'2.65 MI (4.26 KM) TO CHOCTAW COUNTY ROAD NO. 30 ON THE RIGHT, TURN
 AA8345'RIGHT ON CHOCTAW COUNTY ROAD NO. 30 AND DRIVE NORTHWEST FOR 0.70 MI
 AA8345'(1.13 KM) TO THE END OF PAVEMENT, CONTINUE NORTHWEST ON CHOCTAW GRAVEL
 AA8345'ROAD NO. 30 FOR 1.35 MI (2.17 KM) TO THE STATION ON THE RIGHT. THE
 AA8345'STATION IS 5.0 FT (1.5 M) NORTH-NORTHEAST OF THE CREST OF A 3 FT (0.9
 AA8345'M) BACKSLOPE, 17.5 FT (5.3 M) NORTH-NORTHEAST OF THE CENTER OF GRAVEL
 AA8345'ROAD NO. 30, 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 AA8345'SET FLUSH WITH THE GROUND. STATION 12-36 1995 MAY BE USED AS AN
 AA8345'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8346 ***********************************************************************
 AA8346  DESIGNATION -  12 36
 AA8346  PID         -  AA8346
 AA8346  STATE/COUNTY-  AL/CHOCTAW
 AA8346  USGS QUAD   -  LISMAN (1974)
 AA8346
 AA8346                         *CURRENT SURVEY CONTROL
 AA8346  ___________________________________________________________________
 AA8346* NAD 83(1992)-  32 08 08.75279(N)    088 22 18.91806(W)     ADJUSTED  
 AA8346* NAVD 88     -       153.4    (meters)     503.     (feet)  VERTCON   
 AA8346  ___________________________________________________________________
 AA8346  X           -     153,597.468 (meters)                     COMP
 AA8346  Y           -  -5,403,989.382 (meters)                     COMP
 AA8346  Z           -   3,373,255.925 (meters)                     COMP
 AA8346  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA8346  ELLIP HEIGHT-         125.71  (meters)          (07/29/02) GPS OBS
 AA8346  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AA8346
 AA8346  HORZ ORDER  -  FIRST
 AA8346  ELLP ORDER  -  FOURTH    CLASS I
 AA8346
 AA8346.The horizontal coordinates were established by GPS observations
 AA8346.and adjusted by the National Geodetic Survey in September 1995..
 AA8346
 AA8346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8346
 AA8346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8346
 AA8346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8346
 AA8346.The ellipsoidal height was determined by GPS observations
 AA8346.and is referenced to NAD 83.
 AA8346
 AA8346.The geoid height was determined by GEOID03.
 AA8346
 AA8346;                    North         East     Units Scale Factor Converg.
 AA8346;SPC AL W     -   237,110.897   517,735.111   MT  1.00001676   -0 27 49.8
 AA8346;UTM  16      - 3,556,308.505   370,600.564   MT  0.99980649   -0 43 47.5
 AA8346
 AA8346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8346!SPC AL W     -   0.99998026  x   1.00001676  =   0.99999702
 AA8346!UTM  16      -   0.99998026  x   0.99980649  =   0.99978676
 AA8346
 AA8346|---------------------------------------------------------------------|
 AA8346| PID    Reference Object                     Distance      Geod. Az  |
 AA8346|                                                           dddmmss.s |
 AA8346| AA8345 12 35                               394.331 METERS 23117     |
 AA8346|---------------------------------------------------------------------|
 AA8346
 AA8346                          SUPERSEDED SURVEY CONTROL
 AA8346
 AA8346  ELLIP H (09/29/95)  125.75   (m)                       GP(       ) 3 2
 AA8346  NGVD 29 (09/29/95)  153.4    (m)          503.     (f) GPS OBS        
 AA8346
 AA8346.Superseded values are not recommended for survey control.
 AA8346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8346.See file dsdata.txt to determine how the superseded data were derived.
 AA8346
 AA8346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7060156309(NAD 83)
 AA8346_MARKER: DD = SURVEY DISK
 AA8346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8346_STAMPING: 12-36 1995
 AA8346_MARK LOGO: ALHD  
 AA8346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8346+STABILITY: SURFACE MOTION
 AA8346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8346+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8346
 AA8346  HISTORY     - Date     Condition        Report By
 AA8346  HISTORY     - 1995     MONUMENTED       ALHD
 AA8346
 AA8346                          STATION DESCRIPTION
 AA8346
 AA8346'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8346'THE STATION IS LOCATED IN CHOCTAW COUNTY ON PROPERTY OWNED BY SCOTT
 AA8346'PAPER COMPANY, ABOUT 5.75 MI (9.25 KM) SOUTHWEST OF LISMAN AND ABOUT
 AA8346'9.35 MI (15.05 KM) WEST-NORTHWEST OF BUTLER. TO REACH THE STATION FROM
 AA8346'THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 17.65 ON ALA 10 AND MILE
 AA8346'POST 110.05 ON ALA 17) AT A TRAFFIC LIGHT AT THE NORTHEAST CORNER OF
 AA8346'THE COURTHOUSE IN BUTLER, DRIVE NORTHWEST ON ALA 10 FOR 7.55 MI (12.15
 AA8346'KM) TO MILE POST 10.10 AND CHOCTAW COUNTY ROAD NO. 9 LEFT AND RIGHT IN
 AA8346'LISMAN, TURN LEFT ON CHOCTAW COUNTY ROAD NO. 9 AND DRIVE SOUTH AND
 AA8346'SOUTHWEST FOR 3.25 MI (5.23 KM) TO A Y-INTERSECTION WITH CHOCTAW
 AA8346'COUNTY ROAD NO. 9 ON THE RIGHT AND CHOCTAW COUNTY ROAD NO. 24 ON THE
 AA8346'LEFT, BEAR RIGHT ON CHOCTAW COUNTY ROAD NO. 9 AND DRIVE SOUTHWEST FOR
 AA8346'2.65 MI (4.26 KM) TO CHOCTAW COUNTY ROAD NO. 30 ON THE RIGHT, TURN
 AA8346'RIGHT ON CHOCTAW COUNTY ROAD NO. 30 AND DRIVE NORTHWEST FOR 0.70 MI
 AA8346'(1.13 KM) TO THE END OF PAVEMENT, CONTINUE NORTHWEST ON CHOCTAW GRAVEL
 AA8346'ROAD NO. 30 FOR 1.05 MI (1.69 KM) TO A WOODS ROAD ON THE RIGHT, TURN
 AA8346'RIGHT ON THE WOODS ROAD AND DRIVE NORTH FOR 0.20 MI (0.32 KM) TO THE
 AA8346'STATION ON THE LEFT. THE STATION IS LOCATED ON THE SOUTH SIDE OF A
 AA8346'GRADED HILL TOP, 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS POST, AND
 AA8346'SET FLUSH WITH THE GROUND. STATION 12-35 1995 MAY BE USED AS AN
 AA8346'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8347 ***********************************************************************
 AA8347  DESIGNATION -  12 37
 AA8347  PID         -  AA8347
 AA8347  STATE/COUNTY-  AL/CHOCTAW
 AA8347  USGS QUAD   -  WHITFIELD (1971)
 AA8347
 AA8347                         *CURRENT SURVEY CONTROL
 AA8347  ___________________________________________________________________
 AA8347* NAD 83(1992)-  32 15 19.56400(N)    088 06 41.87818(W)     ADJUSTED  
 AA8347* NAVD 88     -        58.0    (meters)     190.     (feet)  VERTCON   
 AA8347  ___________________________________________________________________
 AA8347  X           -     177,909.904 (meters)                     COMP
 AA8347  Y           -  -5,396,088.030 (meters)                     COMP
 AA8347  Z           -   3,384,434.705 (meters)                     COMP
 AA8347  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AA8347  ELLIP HEIGHT-          29.88  (meters)          (07/29/02) GPS OBS
 AA8347  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AA8347
 AA8347  HORZ ORDER  -  FIRST
 AA8347  ELLP ORDER  -  FOURTH    CLASS I
 AA8347
 AA8347.The horizontal coordinates were established by GPS observations
 AA8347.and adjusted by the National Geodetic Survey in September 1995..
 AA8347
 AA8347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8347
 AA8347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8347
 AA8347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8347
 AA8347.The ellipsoidal height was determined by GPS observations
 AA8347.and is referenced to NAD 83.
 AA8347
 AA8347.The geoid height was determined by GEOID03.
 AA8347
 AA8347;                    North         East     Units Scale Factor Converg.
 AA8347;SPC AL W     -   250,211.419   542,369.062   MT  0.99997428   -0 19 35.2
 AA8347;UTM  16      - 3,569,291.402   395,289.627   MT  0.99973521   -0 35 36.0
 AA8347
 AA8347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8347!SPC AL W     -   0.99999531  x   0.99997428  =   0.99996959
 AA8347!UTM  16      -   0.99999531  x   0.99973521  =   0.99973052
 AA8347
 AA8347:                Primary Azimuth Mark                     Grid Az
 AA8347:SPC AL W     -  12 38                                    120 13 29.3
 AA8347:UTM  16      -  12 38                                    120 29 30.1
 AA8347
 AA8347|---------------------------------------------------------------------|
 AA8347| PID    Reference Object                     Distance      Geod. Az  |
 AA8347|                                                           dddmmss.s |
 AA8347| AA8348 12 38                               435.861 METERS 1195354.1 |
 AA8347|---------------------------------------------------------------------|
 AA8347
 AA8347                          SUPERSEDED SURVEY CONTROL
 AA8347
 AA8347  ELLIP H (09/29/95)   29.91   (m)                       GP(       ) 3 2
 AA8347  NGVD 29 (09/29/95)   57.9    (m)          190.     (f) GPS OBS        
 AA8347
 AA8347.Superseded values are not recommended for survey control.
 AA8347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8347.See file dsdata.txt to determine how the superseded data were derived.
 AA8347
 AA8347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9529069291(NAD 83)
 AA8347_MARKER: DD = SURVEY DISK
 AA8347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8347_STAMPING: 12-37 1995
 AA8347_MARK LOGO: ALHD  
 AA8347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8347+STABILITY: SURFACE MOTION
 AA8347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8347+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8347
 AA8347  HISTORY     - Date     Condition        Report By
 AA8347  HISTORY     - 1995     MONUMENTED       ALHD
 AA8347
 AA8347                          STATION DESCRIPTION
 AA8347
 AA8347'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8347'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8347'CHOCTAW COUNTY ROAD NO. 33, ABOUT 4.80 MI (7.72 KM) NORTHWEST OF
 AA8347'PENNINGTON AND ABOUT 13.15 MI (21.16 KM) NORTH-NORTHEAST OF BUTLER. TO
 AA8347'REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST
 AA8347'17.65 ON ALA 10 AND MILE POST 110.05 ON ALA 17) AT A TRAFFIC LIGHT AT
 AA8347'THE NORTHEAST CORNER OF THE COURTHOUSE IN BUTLER, DRIVE EAST ON ALA 10
 AA8347'FOR 9.05 MI (14.56 KM) TO MILE POST 26.70 AND ALA 114 ON THE LEFT,
 AA8347'TURN LEFT ON ALA 114 AND DRIVE NORTH FOR 5.75 MI (9.25 KM) TO MILE
 AA8347'POST 5.75, ALA 114 ON THE RIGHT AND ALA 156 AHEAD, CONTINUE NORTH ON
 AA8347'ALA 156 FOR 0.10 MI (0.16 KM) TO ALA 156 ON THE RIGHT AND CHOCTAW
 AA8347'COUNTY ROAD NO. 33 AHEAD, CONTINUE NORTH ON CHOCTAW COUNTY ROAD NO. 33
 AA8347'FOR 4.85 MI (7.81 KM) TO THE STATION ON THE RIGHT. THE STATION IS 31.6
 AA8347'FT (9.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF CHOCTAW COUNTY ROAD
 AA8347'NO. 33, 44.0 FT (13.4 M) SOUTH-SOUTHWEST OF AN 8 FT (2.4 M) VERTICAL
 AA8347'BACKSLOPE, 2.2 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 AA8347'SET FLUSH WITH THE GROUND. STATION 12-38 1995 MAY BE USED AS AN
 AA8347'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8348 ***********************************************************************
 AA8348  DESIGNATION -  12 38
 AA8348  PID         -  AA8348
 AA8348  STATE/COUNTY-  AL/CHOCTAW
 AA8348  USGS QUAD   -  WHITFIELD (1971)
 AA8348
 AA8348                         *CURRENT SURVEY CONTROL
 AA8348  ___________________________________________________________________
 AA8348* NAD 83(1992)-  32 15 12.51057(N)    088 06 27.44289(W)     ADJUSTED  
 AA8348* NAVD 88     -        62.3    (meters)     204.     (feet)  VERTCON   
 AA8348  ___________________________________________________________________
 AA8348  X           -     178,291.496 (meters)                     COMP
 AA8348  Y           -  -5,396,195.148 (meters)                     COMP
 AA8348  Z           -   3,384,253.296 (meters)                     COMP
 AA8348  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AA8348  ELLIP HEIGHT-          34.25  (meters)          (07/29/02) GPS OBS
 AA8348  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AA8348
 AA8348  HORZ ORDER  -  FIRST
 AA8348  ELLP ORDER  -  FOURTH    CLASS I
 AA8348
 AA8348.The horizontal coordinates were established by GPS observations
 AA8348.and adjusted by the National Geodetic Survey in September 1995..
 AA8348
 AA8348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8348
 AA8348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8348
 AA8348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8348
 AA8348.The ellipsoidal height was determined by GPS observations
 AA8348.and is referenced to NAD 83.
 AA8348
 AA8348.The geoid height was determined by GEOID03.
 AA8348
 AA8348;                    North         East     Units Scale Factor Converg.
 AA8348;SPC AL W     -   249,992.015   542,745.661   MT  0.99997374   -0 19 27.4
 AA8348;UTM  16      - 3,569,070.299   395,665.110   MT  0.99973424   -0 35 28.2
 AA8348
 AA8348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8348!SPC AL W     -   0.99999462  x   0.99997374  =   0.99996836
 AA8348!UTM  16      -   0.99999462  x   0.99973424  =   0.99972886
 AA8348
 AA8348:                Primary Azimuth Mark                     Grid Az
 AA8348:SPC AL W     -  12 37                                    300 13 29.2
 AA8348:UTM  16      -  12 37                                    300 29 30.0
 AA8348
 AA8348|---------------------------------------------------------------------|
 AA8348| PID    Reference Object                     Distance      Geod. Az  |
 AA8348|                                                           dddmmss.s |
 AA8348| AA8347 12 37                               435.861 METERS 2995401.8 |
 AA8348|---------------------------------------------------------------------|
 AA8348
 AA8348                          SUPERSEDED SURVEY CONTROL
 AA8348
 AA8348  ELLIP H (09/29/95)   34.29   (m)                       GP(       ) 3 2
 AA8348  NGVD 29 (09/29/95)   62.3    (m)          204.     (f) GPS OBS        
 AA8348
 AA8348.Superseded values are not recommended for survey control.
 AA8348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8348.See file dsdata.txt to determine how the superseded data were derived.
 AA8348
 AA8348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9566569070(NAD 83)
 AA8348_MARKER: DD = SURVEY DISK
 AA8348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8348_STAMPING: 12-38 1995
 AA8348_MARK LOGO: ALHD  
 AA8348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8348+STABILITY: SURFACE MOTION
 AA8348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8348+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8348
 AA8348  HISTORY     - Date     Condition        Report By
 AA8348  HISTORY     - 1995     MONUMENTED       ALHD
 AA8348
 AA8348                          STATION DESCRIPTION
 AA8348
 AA8348'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8348'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8348'CHOCTAW COUNTY ROAD NO. 33, ABOUT 4.50 MI (7.24 KM) NORTHWEST OF
 AA8348'PENNINGTON AND ABOUT 13.15 MI (21.16 KM) NORTH-NORTHEAST OF BUTLER. TO
 AA8348'REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST
 AA8348'17.65 ON ALA 10 AND MILE POST 110.05 ON ALA 17) AT A TRAFFIC LIGHT AT
 AA8348'THE NORTHEAST CORNER OF THE COURTHOUSE IN BUTLER, DRIVE EAST ON ALA 10
 AA8348'FOR 9.05 MI (14.56 KM) TO MILE POST 26.70 AND ALA 114 ON THE LEFT,
 AA8348'TURN LEFT ON ALA 114 AND DRIVE NORTH FOR 5.75 MI (9.25 KM) TO MILE
 AA8348'POST 5.75, ALA 114 ON THE RIGHT AND ALA 156 AHEAD, CONTINUE NORTH ON
 AA8348'ALA 156 FOR 0.10 MI (0.16 KM) TO ALA 156 ON THE RIGHT AND CHOCTAW
 AA8348'COUNTY ROAD NO. 33 AHEAD, CONTINUE NORTH ON CHOCTAW COUNTY ROAD NO. 33
 AA8348'FOR 4.55 MI (7.32 KM) TO THE STATION ON THE RIGHT. THE STATION IS 32.0
 AA8348'FT (9.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF CHOCTAW COUNTY ROAD
 AA8348'NO. 33, 2.2 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA8348'FLUSH WITH THE GROUND. STATION 12-37 1995 MAY BE USED AS AN AZIMUTH
 AA8348'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8349 ***********************************************************************
 AA8349  DESIGNATION -  12 39
 AA8349  PID         -  AA8349
 AA8349  STATE/COUNTY-  AL/CHOCTAW
 AA8349  USGS QUAD   -  PENNINGTON (1978)
 AA8349
 AA8349                         *CURRENT SURVEY CONTROL
 AA8349  ___________________________________________________________________
 AA8349* NAD 83(1992)-  32 10 08.10656(N)    088 03 51.95919(W)     ADJUSTED  
 AA8349* NAVD 88     -        38.6    (meters)     127.     (feet)  VERTCON   
 AA8349  ___________________________________________________________________
 AA8349  X           -     182,527.273 (meters)                     COMP
 AA8349  Y           -  -5,401,034.594 (meters)                     COMP
 AA8349  Z           -   3,376,307.361 (meters)                     COMP
 AA8349  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 AA8349  ELLIP HEIGHT-          10.75  (meters)          (07/29/02) GPS OBS
 AA8349  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA8349
 AA8349  HORZ ORDER  -  FIRST
 AA8349  ELLP ORDER  -  FOURTH    CLASS I
 AA8349
 AA8349.The horizontal coordinates were established by GPS observations
 AA8349.and adjusted by the National Geodetic Survey in September 1995..
 AA8349
 AA8349.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8349
 AA8349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8349
 AA8349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8349
 AA8349.The ellipsoidal height was determined by GPS observations
 AA8349.and is referenced to NAD 83.
 AA8349
 AA8349.The geoid height was determined by GEOID03.
 AA8349
 AA8349;                    North         East     Units Scale Factor Converg.
 AA8349;SPC AL W     -   240,593.695   546,766.129   MT  0.99996827   -0 18 01.9
 AA8349;UTM  16      - 3,559,655.653   399,640.848   MT  0.99972421   -0 34 00.4
 AA8349
 AA8349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8349!SPC AL W     -   0.99999831  x   0.99996827  =   0.99996658
 AA8349!UTM  16      -   0.99999831  x   0.99972421  =   0.99972252
 AA8349
 AA8349                          SUPERSEDED SURVEY CONTROL
 AA8349
 AA8349  ELLIP H (09/29/95)   10.78   (m)                       GP(       ) 3 2
 AA8349  NGVD 29 (09/29/95)   38.6    (m)          127.     (f) GPS OBS        
 AA8349
 AA8349.Superseded values are not recommended for survey control.
 AA8349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8349.See file dsdata.txt to determine how the superseded data were derived.
 AA8349
 AA8349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9964159656(NAD 83)
 AA8349_MARKER: DD = SURVEY DISK
 AA8349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8349_STAMPING: 12-39 1995
 AA8349_MARK LOGO: ALHD  
 AA8349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8349+STABILITY: SURFACE MOTION
 AA8349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8349+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA8349
 AA8349  HISTORY     - Date     Condition        Report By
 AA8349  HISTORY     - 1995     MONUMENTED       ALHD
 AA8349  HISTORY     - 20040901 GOOD             JCLS
 AA8349
 AA8349                          STATION DESCRIPTION
 AA8349
 AA8349'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8349'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA8349'ALA 114, ABOUT 2.60 MI (4.18 KM) SOUTH OF PENNINGTON AND ABOUT 10.85
 AA8349'MI (17.46 KM) NORTHEAST OF BUTLER. TO REACH THE STATION FROM THE
 AA8349'JUNCTION OF ALA 10 AND ALA 17 (MILE POST 17.65 ON ALA 10 AND MILE POST
 AA8349'110.05 ON ALA 17) AT A TRAFFIC LIGHT AT THE NORTHEAST CORNER OF THE
 AA8349'COURTHOUSE IN BUTLER, DRIVE EAST ON ALA 10 FOR 9.05 MI (14.56 KM) TO
 AA8349'MILE POST 26.70 AND ALA 114 ON THE LEFT, TURN LEFT ON ALA 114 AND
 AA8349'DRIVE NORTH FOR 2.85 MI (4.59 KM) TO MILE POST 2.85 AND THE STATION ON
 AA8349'THE RIGHT. THE STATION IS 49.0 FT (14.9 M) EAST-SOUTHEAST OF THE CREST
 AA8349'OF A 15 FT (4.6 M) BACKSLOPE, 54.0 FT (16.5 M) SOUTH OF THE TOP OF A
 AA8349'TERRACE, 151.1 FT (46.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF ALA
 AA8349'114, 2.6 FT (0.8 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA8349'FLUSH WITH THE GROUND. STATION 12-40 1995 MAY BE USED AS AN AZIMUTH
 AA8349'FOR THIS STATION.
 AA8349
 AA8349                          STATION RECOVERY (2004)
 AA8349
 AA8349'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA8349'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1864 ***********************************************************************
 BV1864  DESIGNATION -  12 4
 BV1864  PID         -  BV1864
 BV1864  STATE/COUNTY-  AL/CHOCTAW
 BV1864  USGS QUAD   -  SILAS (1986)
 BV1864
 BV1864                         *CURRENT SURVEY CONTROL
 BV1864  ___________________________________________________________________
 BV1864* NAD 83(1992)-  31 46 43.21801(N)    088 18 09.04901(W)     ADJUSTED  
 BV1864* NAVD 88     -        54.5    (meters)     179.     (feet)  VERTCON   
 BV1864  ___________________________________________________________________
 BV1864  X           -     160,762.098 (meters)                     COMP
 BV1864  Y           -  -5,424,664.786 (meters)                     COMP
 BV1864  Z           -   3,339,607.936 (meters)                     COMP
 BV1864  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 BV1864  ELLIP HEIGHT-          27.22  (meters)          (07/29/02) GPS OBS
 BV1864  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BV1864
 BV1864  HORZ ORDER  -  FIRST
 BV1864  ELLP ORDER  -  FOURTH    CLASS I
 BV1864
 BV1864.The horizontal coordinates were established by GPS observations
 BV1864.and adjusted by the National Geodetic Survey in December 1992..
 BV1864
 BV1864.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1864
 BV1864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1864
 BV1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1864
 BV1864.The ellipsoidal height was determined by GPS observations
 BV1864.and is referenced to NAD 83.
 BV1864
 BV1864.The geoid height was determined by GEOID03.
 BV1864
 BV1864;                    North         East     Units Scale Factor Converg.
 BV1864;SPC AL W     -   197,464.275   523,990.325   MT  1.00000456   -0 25 21.6
 BV1864;UTM  16      - 3,516,641.881   376,671.243   MT  0.99978759   -0 41 09.7
 BV1864
 BV1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1864!SPC AL W     -   0.99999573  x   1.00000456  =   1.00000029
 BV1864!UTM  16      -   0.99999573  x   0.99978759  =   0.99978332
 BV1864
 BV1864                          SUPERSEDED SURVEY CONTROL
 BV1864
 BV1864  ELLIP H (12/04/92)   27.27   (m)                       GP(       ) 4 1
 BV1864  NAD 83(1986)-  31 46 43.23447(N)    088 18 09.05206(W) AD(       ) 1
 BV1864  NGVD 29 (12/04/92)   54.5    (m)          179.     (f) GPS OBS        
 BV1864
 BV1864.Superseded values are not recommended for survey control.
 BV1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1864.See file dsdata.txt to determine how the superseded data were derived.
 BV1864
 BV1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA7667116642(NAD 83)
 BV1864_MARKER: DD = SURVEY DISK
 BV1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1864_SP_SET: CONCRETE POST
 BV1864_STAMPING: 12-4 1990
 BV1864_MARK LOGO: ALHD  
 BV1864_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1864+STABILITY: SURFACE MOTION
 BV1864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1864+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1991
 BV1864
 BV1864  HISTORY     - Date     Condition        Report By
 BV1864  HISTORY     - 1990     MONUMENTED       ALHD
 BV1864  HISTORY     - 19910319 GOOD
 BV1864
 BV1864                          STATION DESCRIPTION
 BV1864
 BV1864'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BV1864'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE SOUTH RIGHT OF WAY OF
 BV1864'U. S. 84, ABOUT 2.57 KM (1.60 MI) EAST OF BOLINGER, AND 10.94 KM
 BV1864'(6.80 MI) SOUTH - SOUTHEAST OF GILBERTOWN.
 BV1864'TO REACH THE STATION FROM THE JUNCTION OF U. S. 84 AND ALA 17 (MILE
 BV1864'POST 8.40 ON U. S. 84) AT BOLINGER, DRIVE EAST ON U. S. 84 2.66 KM
 BV1864'(1.65 MI) TO MILE POST 10.05 AND THE STATION ON THE RIGHT.
 BV1864'THE STATION IS LOCATED IN FRONT OF PETROMALES RESTAURANT, 6.10 M
 BV1864'(20.01 FT) NORTH OF THE NORTH EDGE OF A PAVED PARKING LOT, 12.41 M
 BV1864'(40.72 FT) SOUTH OF THE CENTERLINE OF U. S. 84, 14.17 M (46.49 FT)
 BV1864'WEST OF THE WEST EDGE OF A PAVED DRIVEWAY, 22.40 M (73.49 FT)
 BV1864'NORTHWEST OF THE NORTHEAST CORNER OF THE BROWN AND BEIGE CONCRETE
 BV1864'BLOCK RESTAURANT BUILDING, 23.99 M (78.71 FT) EAST - NORTHEAST OF THE
 BV1864'NORTHWEST CORNER OF THE BROWN AND BEIGE CONCRETE BLOCK RESTAURANT
 BV1864'BUILDING, AND SET FLUSH WITH THE GROUND.
 BV1864'STATION 12-3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BV1864
 BV1864                          STATION RECOVERY (1991)
 BV1864
 BV1864'RECOVERED 1991
 BV1864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8350 ***********************************************************************
 AA8350  DESIGNATION -  12 40
 AA8350  PID         -  AA8350
 AA8350  STATE/COUNTY-  AL/CHOCTAW
 AA8350  USGS QUAD   -  PENNINGTON (1978)
 AA8350
 AA8350                         *CURRENT SURVEY CONTROL
 AA8350  ___________________________________________________________________
 AA8350* NAD 83(1992)-  32 10 36.31784(N)    088 03 43.87570(W)     ADJUSTED  
 AA8350* NAVD 88     -        21.4    (meters)      70.     (feet)  VERTCON   
 AA8350  ___________________________________________________________________
 AA8350  X           -     182,722.799 (meters)                     COMP
 AA8350  Y           -  -5,400,550.429 (meters)                     COMP
 AA8350  Z           -   3,377,033.746 (meters)                     COMP
 AA8350  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AA8350  ELLIP HEIGHT-          -6.46  (meters)          (07/29/02) GPS OBS
 AA8350  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AA8350
 AA8350  HORZ ORDER  -  FIRST
 AA8350  ELLP ORDER  -  FOURTH    CLASS I
 AA8350
 AA8350.The horizontal coordinates were established by GPS observations
 AA8350.and adjusted by the National Geodetic Survey in September 1995..
 AA8350
 AA8350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8350
 AA8350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8350
 AA8350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8350
 AA8350.The ellipsoidal height was determined by GPS observations
 AA8350.and is referenced to NAD 83.
 AA8350
 AA8350.The geoid height was determined by GEOID03.
 AA8350
 AA8350;                    North         East     Units Scale Factor Converg.
 AA8350;SPC AL W     -   241,461.531   546,982.446   MT  0.99996798   -0 17 57.8
 AA8350;UTM  16      - 3,560,522.263   399,861.142   MT  0.99972366   -0 33 56.5
 AA8350
 AA8350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8350!SPC AL W     -   1.00000101  x   0.99996798  =   0.99996899
 AA8350!UTM  16      -   1.00000101  x   0.99972366  =   0.99972467
 AA8350
 AA8350                          SUPERSEDED SURVEY CONTROL
 AA8350
 AA8350  ELLIP H (09/29/95)   -6.43   (m)                       GP(       ) 3 2
 AA8350  NGVD 29 (09/29/95)   21.4    (m)           70.     (f) GPS OBS        
 AA8350
 AA8350.Superseded values are not recommended for survey control.
 AA8350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8350.See file dsdata.txt to determine how the superseded data were derived.
 AA8350
 AA8350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9986160522(NAD 83)
 AA8350_MARKER: DD = SURVEY DISK
 AA8350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8350_STAMPING: 12-40 1995
 AA8350_MARK LOGO: ALHD  
 AA8350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8350+STABILITY: SURFACE MOTION
 AA8350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8350+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8350
 AA8350  HISTORY     - Date     Condition        Report By
 AA8350  HISTORY     - 1995     MONUMENTED       ALHD
 AA8350
 AA8350                          STATION DESCRIPTION
 AA8350
 AA8350'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8350'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA8350'ALA 114, ABOUT 2.15 MI (3.46 KM) SOUTH OF PENNINGTON AND ABOUT 11.05
 AA8350'MI (17.78 KM) NORTHEAST OF BUTLER. TO REACH THE STATION FROM THE
 AA8350'JUNCTION OF ALA 10 AND ALA 17 (MILE POST 17.65 ON ALA 10 AND MILE POST
 AA8350'110.05 ON ALA 17) AT A TRAFFIC LIGHT AT THE NORTHEAST CORNER OF THE
 AA8350'COURTHOUSE IN BUTLER, DRIVE EAST ON ALA 10 FOR 9.05 MI (14.56 KM) TO
 AA8350'MILE POST 26.70 AND ALA 114 ON THE LEFT, TURN LEFT ON ALA 114 AND
 AA8350'DRIVE NORTH FOR 3.40 MI (5.47 KM) TO MILE POST 3.40 AND THE STATION ON
 AA8350'THE LEFT. THE STATION IS 91.3 FT (27.8 M) WEST OF THE CENTERLINE OF
 AA8350'ALA 114, 54.0 FT (16.5 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST,
 AA8350'AND SET FLUSH WITH THE GROUND. STATION 12-39 1995 MAY BE USED AS AN
 AA8350'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8351 ***********************************************************************
 AA8351  DESIGNATION -  12 41
 AA8351  PID         -  AA8351
 AA8351  STATE/COUNTY-  AL/CHOCTAW
 AA8351  USGS QUAD   -  BUTLER (1986)
 AA8351
 AA8351                         *CURRENT SURVEY CONTROL
 AA8351  ___________________________________________________________________
 AA8351* NAD 83(1992)-  32 03 05.28720(N)    088 10 16.56420(W)     ADJUSTED  
 AA8351* NAVD 88     -        33.2    (meters)     109.     (feet)  VERTCON   
 AA8351  ___________________________________________________________________
 AA8351  X           -     172,676.882 (meters)                     COMP
 AA8351  Y           -  -5,408,280.613 (meters)                     COMP
 AA8351  Z           -   3,365,273.118 (meters)                     COMP
 AA8351  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AA8351  ELLIP HEIGHT-           5.74  (meters)          (07/29/02) GPS OBS
 AA8351  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AA8351
 AA8351  HORZ ORDER  -  FIRST
 AA8351  ELLP ORDER  -  FOURTH    CLASS I
 AA8351
 AA8351.The horizontal coordinates were established by GPS observations
 AA8351.and adjusted by the National Geodetic Survey in September 1995..
 AA8351
 AA8351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8351
 AA8351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8351
 AA8351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8351
 AA8351.The ellipsoidal height was determined by GPS observations
 AA8351.and is referenced to NAD 83.
 AA8351
 AA8351.The geoid height was determined by GEOID03.
 AA8351
 AA8351;                    North         East     Units Scale Factor Converg.
 AA8351;SPC AL W     -   227,628.161   536,608.840   MT  0.99998287   -0 21 22.5
 AA8351;UTM  16      - 3,546,740.459   389,425.948   MT  0.99975078   -0 37 17.9
 AA8351
 AA8351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8351!SPC AL W     -   0.99999910  x   0.99998287  =   0.99998197
 AA8351!UTM  16      -   0.99999910  x   0.99975078  =   0.99974988
 AA8351
 AA8351:                Primary Azimuth Mark                     Grid Az
 AA8351:SPC AL W     -  12 42                                    006 54 28.6
 AA8351:UTM  16      -  12 42                                    007 10 24.0
 AA8351
 AA8351|---------------------------------------------------------------------|
 AA8351| PID    Reference Object                     Distance      Geod. Az  |
 AA8351|                                                           dddmmss.s |
 AA8351| AA8352 12 42                               APPROX. 0.6 KM 0063306.1 |
 AA8351|---------------------------------------------------------------------|
 AA8351
 AA8351                          SUPERSEDED SURVEY CONTROL
 AA8351
 AA8351  ELLIP H (09/29/95)    5.78   (m)                       GP(       ) 3 2
 AA8351  NGVD 29 (09/29/95)   33.2    (m)          109.     (f) GPS OBS        
 AA8351
 AA8351.Superseded values are not recommended for survey control.
 AA8351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8351.See file dsdata.txt to determine how the superseded data were derived.
 AA8351
 AA8351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8942646740(NAD 83)
 AA8351_MARKER: DD = SURVEY DISK
 AA8351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8351_STAMPING: 12-41 1995
 AA8351_MARK LOGO: ALHD  
 AA8351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8351+STABILITY: SURFACE MOTION
 AA8351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8351+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8351
 AA8351  HISTORY     - Date     Condition        Report By
 AA8351  HISTORY     - 1995     MONUMENTED       ALHD
 AA8351
 AA8351                          STATION DESCRIPTION
 AA8351
 AA8351'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8351'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA8351'CHOCTAW COUNTY ROAD NO. 43, ABOUT 3.90 MI (6.28 KM) SOUTHEAST OF
 AA8351'BUTLER AND ABOUT 10.60 MI (17.06 KM) NORTHEAST OF NEEDHAM. TO REACH
 AA8351'THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 17.65 ON
 AA8351'ALA 10 AND MILE POST 110.05 ON ALA 17) AT A TRAFFIC LIGHT AT THE
 AA8351'NORTHEAST CORNER OF THE COURTHOUSE IN BUTLER, DRIVE EAST ON ALA 10 FOR
 AA8351'3.60 MI (5.79 KM) TO MILE POST 21.25 AND CHOCTAW COUNTY ROAD NO. 43 ON
 AA8351'THE RIGHT, TURN RIGHT ON CHOCTAW COUNTY ROAD NO. 43 AND DRIVE SOUTH
 AA8351'FOR 3.40 MI (5.47 KM) TO THE STATION ON THE LEFT. THE STATION IS 30.5
 AA8351'FT (9.3 M) EAST OF THE CENTER OF CHOCTAW COUNTY ROAD NO. 43, 105.6 FT
 AA8351'(32.2 M) NORTH-NORTHEAST OF A POWER POLE WITH ONE GUY WIRE ACROSS THE
 AA8351'ROAD, 1.6 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8351'WITH THE GROUND. STATION 12-42 1995 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8351'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8352 ***********************************************************************
 AA8352  DESIGNATION -  12 42
 AA8352  PID         -  AA8352
 AA8352  STATE/COUNTY-  AL/CHOCTAW
 AA8352  USGS QUAD   -  BUTLER (1986)
 AA8352
 AA8352                         *CURRENT SURVEY CONTROL
 AA8352  ___________________________________________________________________
 AA8352* NAD 83(1992)-  32 03 24.68589(N)    088 10 13.94810(W)     ADJUSTED  
 AA8352* NAVD 88     -        42.1    (meters)     138.     (feet)  VERTCON   
 AA8352  ___________________________________________________________________
 AA8352  X           -     172,735.594 (meters)                     COMP
 AA8352  Y           -  -5,407,969.006 (meters)                     COMP
 AA8352  Z           -   3,365,784.269 (meters)                     COMP
 AA8352  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AA8352  ELLIP HEIGHT-          14.64  (meters)          (07/29/02) GPS OBS
 AA8352  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AA8352
 AA8352  HORZ ORDER  -  FIRST
 AA8352  ELLP ORDER  -  FOURTH    CLASS I
 AA8352
 AA8352.The horizontal coordinates were established by GPS observations
 AA8352.and adjusted by the National Geodetic Survey in September 1995..
 AA8352
 AA8352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8352
 AA8352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8352
 AA8352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8352
 AA8352.The ellipsoidal height was determined by GPS observations
 AA8352.and is referenced to NAD 83.
 AA8352
 AA8352.The geoid height was determined by GEOID03.
 AA8352
 AA8352;                    North         East     Units Scale Factor Converg.
 AA8352;SPC AL W     -   228,225.234   536,681.178   MT  0.99998276   -0 21 21.3
 AA8352;UTM  16      - 3,547,337.052   389,501.034   MT  0.99975058   -0 37 16.8
 AA8352
 AA8352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8352!SPC AL W     -   0.99999770  x   0.99998276  =   0.99998046
 AA8352!UTM  16      -   0.99999770  x   0.99975058  =   0.99974828
 AA8352
 AA8352:                Primary Azimuth Mark                     Grid Az
 AA8352:SPC AL W     -  12 41                                    186 54 28.8
 AA8352:UTM  16      -  12 41                                    187 10 24.3
 AA8352
 AA8352|---------------------------------------------------------------------|
 AA8352| PID    Reference Object                     Distance      Geod. Az  |
 AA8352|                                                           dddmmss.s |
 AA8352| AA8351 12 41                               APPROX. 0.6 KM 1863307.5 |
 AA8352|---------------------------------------------------------------------|
 AA8352
 AA8352                          SUPERSEDED SURVEY CONTROL
 AA8352
 AA8352  ELLIP H (09/29/95)   14.67   (m)                       GP(       ) 3 2
 AA8352  NGVD 29 (09/29/95)   42.1    (m)          138.     (f) GPS OBS        
 AA8352
 AA8352.Superseded values are not recommended for survey control.
 AA8352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8352.See file dsdata.txt to determine how the superseded data were derived.
 AA8352
 AA8352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8950147337(NAD 83)
 AA8352_MARKER: DD = SURVEY DISK
 AA8352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8352_STAMPING: 12-42 1995
 AA8352_MARK LOGO: ALHD  
 AA8352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8352+STABILITY: SURFACE MOTION
 AA8352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8352+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8352
 AA8352  HISTORY     - Date     Condition        Report By
 AA8352  HISTORY     - 1995     MONUMENTED       ALHD
 AA8352
 AA8352                          STATION DESCRIPTION
 AA8352
 AA8352'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8352'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA8352'CHOCTAW COUNTY ROAD NO. 43, ABOUT 3.75 MI (6.03 KM) SOUTHEAST OF
 AA8352'BUTLER AND ABOUT 10.80 MI (17.38 KM) NORTHEAST OF NEEDHAM. TO REACH
 AA8352'THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 17.65 ON
 AA8352'ALA 10 AND MILE POST 110.05 ON ALA 17) AT A TRAFFIC LIGHT AT THE
 AA8352'NORTHEAST CORNER OF THE COURTHOUSE IN BUTLER, DRIVE EAST ON ALA 10 FOR
 AA8352'3.60 MI (5.79 KM) TO MILE POST 21.25 AND CHOCTAW COUNTY ROAD NO. 43 ON
 AA8352'THE RIGHT, TURN RIGHT ON CHOCTAW COUNTY ROAD NO. 43 AND DRIVE SOUTH
 AA8352'FOR 3.00 MI (4.83 KM) TO THE STATION ON THE LEFT. THE STATION IS 32.6
 AA8352'FT (9.9 M) EAST OF THE CENTER OF CHOCTAW COUNTY ROAD NO. 9, 96.4 FT
 AA8352'(29.4 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 2400 17A ACROSS THE
 AA8352'ROAD, 113.3 FT (34.5 M) SOUTH-SOUTHEAST OF A POWER POLE WITH ONE GUY
 AA8352'WIRE ACROSS THE ROAD, 129.3 FT (39.4 M) NORTH-NORTHEAST OF A POWER
 AA8352'POLE ACROSS THE ROAD, 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS POST,
 AA8352'AND SET FLUSH WITH THE GROUND. STATION 12-41 1995 MAY BE USED AS AN
 AA8352'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8353 ***********************************************************************
 AA8353  DESIGNATION -  12 43
 AA8353  PID         -  AA8353
 AA8353  STATE/COUNTY-  AL/CHOCTAW
 AA8353  USGS QUAD   -  LAND (1974)
 AA8353
 AA8353                         *CURRENT SURVEY CONTROL
 AA8353  ___________________________________________________________________
 AA8353* NAD 83(1992)-  32 05 17.99281(N)    088 15 14.35569(W)     ADJUSTED  
 AA8353* NAVD 88     -        47.2    (meters)     155.     (feet)  VERTCON   
 AA8353  ___________________________________________________________________
 AA8353  X           -     164,802.817 (meters)                     COMP
 AA8353  Y           -  -5,406,366.695 (meters)                     COMP
 AA8353  Z           -   3,368,744.355 (meters)                     COMP
 AA8353  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AA8353  ELLIP HEIGHT-          19.62  (meters)          (07/29/02) GPS OBS
 AA8353  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA8353
 AA8353  HORZ ORDER  -  FIRST
 AA8353  ELLP ORDER  -  FOURTH    CLASS I
 AA8353
 AA8353.The horizontal coordinates were established by GPS observations
 AA8353.and adjusted by the National Geodetic Survey in September 1995..
 AA8353
 AA8353.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8353
 AA8353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8353
 AA8353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8353
 AA8353.The ellipsoidal height was determined by GPS observations
 AA8353.and is referenced to NAD 83.
 AA8353
 AA8353.The geoid height was determined by GEOID03.
 AA8353
 AA8353;                    North         East     Units Scale Factor Converg.
 AA8353;SPC AL W     -   231,767.238   528,825.566   MT  0.99999578   -0 24 02.0
 AA8353;UTM  16      - 3,550,914.611   381,663.707   MT  0.99977269   -0 39 58.4
 AA8353
 AA8353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8353!SPC AL W     -   0.99999692  x   0.99999578  =   0.99999270
 AA8353!UTM  16      -   0.99999692  x   0.99977269  =   0.99976961
 AA8353
 AA8353:                Primary Azimuth Mark                     Grid Az
 AA8353:SPC AL W     -  12 44                                    105 12 24.2
 AA8353:UTM  16      -  12 44                                    105 28 20.6
 AA8353
 AA8353|---------------------------------------------------------------------|
 AA8353| PID    Reference Object                     Distance      Geod. Az  |
 AA8353|                                                           dddmmss.s |
 AA8353| AA8354 12 44                               481.691 METERS 1044822.2 |
 AA8353|---------------------------------------------------------------------|
 AA8353
 AA8353                          SUPERSEDED SURVEY CONTROL
 AA8353
 AA8353  ELLIP H (09/29/95)   19.66   (m)                       GP(       ) 3 2
 AA8353  NGVD 29 (09/29/95)   47.2    (m)          155.     (f) GPS OBS        
 AA8353
 AA8353.Superseded values are not recommended for survey control.
 AA8353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8353.See file dsdata.txt to determine how the superseded data were derived.
 AA8353
 AA8353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8166450915(NAD 83)
 AA8353_MARKER: DD = SURVEY DISK
 AA8353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8353_STAMPING: 12-43 1995
 AA8353_MARK LOGO: ALHD  
 AA8353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8353+STABILITY: SURFACE MOTION
 AA8353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8353+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8353
 AA8353  HISTORY     - Date     Condition        Report By
 AA8353  HISTORY     - 1995     MONUMENTED       ALHD
 AA8353
 AA8353                          STATION DESCRIPTION
 AA8353
 AA8353'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8353'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8353'CHOCTAW COUNTY ROAD NO. 24, ABOUT 1.85 MI (2.98 KM) WEST OF BUTLER AND
 AA8353'ABOUT 5.90 MI (9.49 KM) SOUTH-SOUTHEAST OF LISMAN. TO REACH THE
 AA8353'STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 110.05 AN
 AA8353'ALA 17 AND MILE POST 17.65 ON ALA 10) AT A TRAFFIC LIGHT AT THE
 AA8353'NORTHEAST CORNER OF THE COURTHOUSE IN BUTLER, DRIVE SOUTH ON ALA 17
 AA8353'FOR 0.15 MI (0.24 KM) TO MILE POST 109.90 AND CHOCTAW COUNTY ROAD NO.
 AA8353'24 (RIDERWOOD ROAD) ON THE RIGHT, TURN RIGHT ON CHOCTAW COUNTY ROAD
 AA8353'NO. 24 AND DRIVE WEST FOR 2.00 MI (3.22 KM) TO THE STATION ON THE
 AA8353'RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED
 AA8353'WIRE FENCE ON TREATED WOOD POSTS, 27.0 FT (8.2 M) NORTH OF THE
 AA8353'CENTERLINE OF CHOCTAW COUNTY ROAD NO. 24, 57.3 FT (17.5 M) EAST OF A
 AA8353'FIRE HYDRANT, 59.0 FT (18.0 M) EAST OF A WATER VALVE, 70.2 FT (21.4 M)
 AA8353'NORTHWEST OF POWER AND CABLE POLE NO. 57 ACROSS THE ROAD, 78.3 FT
 AA8353'(23.9 M) EAST OF TELEPHONE CABLE PEDESTAL NO. L4100 20 AND A REPEATER,
 AA8353'3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA8353'FLUSH WITH THE GROUND. STATION 12-44 1995 MAY BE USED AS AN AZIMUTH
 AA8353'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8354 ***********************************************************************
 AA8354  DESIGNATION -  12 44
 AA8354  PID         -  AA8354
 AA8354  STATE/COUNTY-  AL/CHOCTAW
 AA8354  USGS QUAD   -  BUTLER (1986)
 AA8354
 AA8354                         *CURRENT SURVEY CONTROL
 AA8354  ___________________________________________________________________
 AA8354* NAD 83(1992)-  32 05 13.99614(N)    088 14 56.59673(W)     ADJUSTED  
 AA8354* NAVD 88     -        46.0    (meters)     151.     (feet)  GPS OBS   
 AA8354  ___________________________________________________________________
 AA8354  X           -     165,270.259 (meters)                     COMP
 AA8354  Y           -  -5,406,416.802 (meters)                     COMP
 AA8354  Z           -   3,368,639.395 (meters)                     COMP
 AA8354  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AA8354  ELLIP HEIGHT-          18.38  (meters)          (08/29/05) GPS OBS
 AA8354  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA8354
 AA8354  HORZ ORDER  -  A
 AA8354  ELLP ORDER  -  FOURTH    CLASS I
 AA8354
 AA8354.The horizontal coordinates were established by GPS observations
 AA8354.and adjusted by the National Geodetic Survey in August 2005..
 AA8354
 AA8354.The orthometric height was determined by GPS observations and a
 AA8354.high-resolution geoid model.
 AA8354
 AA8354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8354
 AA8354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8354
 AA8354.The ellipsoidal height was determined by GPS observations
 AA8354.and is referenced to NAD 83.
 AA8354
 AA8354.The geoid height was determined by GEOID03.
 AA8354
 AA8354;                    North         East     Units Scale Factor Converg.
 AA8354;SPC AL W     -   231,640.890   529,290.389   MT  0.99999497   -0 23 52.5
 AA8354;UTM  16      - 3,550,786.138   382,127.836   MT  0.99977134   -0 39 48.9
 AA8354
 AA8354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8354!SPC AL W     -   0.99999711  x   0.99999497  =   0.99999208
 AA8354!UTM  16      -   0.99999711  x   0.99977134  =   0.99976845
 AA8354
 AA8354:                Primary Azimuth Mark                     Grid Az
 AA8354:SPC AL W     -  12 43                                    285 12 24.1
 AA8354:UTM  16      -  12 43                                    285 28 20.5
 AA8354
 AA8354|---------------------------------------------------------------------|
 AA8354| PID    Reference Object                     Distance      Geod. Az  |
 AA8354|                                                           dddmmss.s |
 AA8354| AA8353 12 43                               481.691 METERS 2844831.6 |
 AA8354|---------------------------------------------------------------------|
 AA8354
 AA8354                          SUPERSEDED SURVEY CONTROL
 AA8354
 AA8354  ELLIP H (07/29/02)   18.32   (m)                       GP(       ) 4 1
 AA8354  NAD 83(1992)-  32 05 13.99565(N)    088 14 56.59469(W) AD(       ) 1
 AA8354  ELLIP H (09/29/95)   18.35   (m)                       GP(       ) 3 2
 AA8354  NGVD 29 (09/29/95)   45.9    (m)          151.     (f) GPS OBS        
 AA8354
 AA8354.Superseded values are not recommended for survey control.
 AA8354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8354.See file dsdata.txt to determine how the superseded data were derived.
 AA8354
 AA8354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8212850786(NAD 83)
 AA8354_MARKER: DD = SURVEY DISK
 AA8354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8354_STAMPING: 12-44 1995
 AA8354_MARK LOGO: ALHD  
 AA8354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8354+STABILITY: SURFACE MOTION
 AA8354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8354+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA8354
 AA8354  HISTORY     - Date     Condition        Report By
 AA8354  HISTORY     - 1995     MONUMENTED       ALHD
 AA8354  HISTORY     - 20040412 GOOD             ALHD
 AA8354  HISTORY     - 20040624 GOOD             LOCSUR
 AA8354
 AA8354                          STATION DESCRIPTION
 AA8354
 AA8354'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8354'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8354'CHOCTAW COUNTY ROAD NO. 24, ABOUT 1.60 MI (2.57 KM) WEST OF BUTLER AND
 AA8354'ABOUT 6.10 MI (9.82 KM) SOUTH-SOUTHEAST OF LISMAN. TO REACH THE
 AA8354'STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST 110.05 AN
 AA8354'ALA 17 AND MILE POST 17.65 ON ALA 10) AT A TRAFFIC LIGHT AT THE
 AA8354'NORTHEAST CORNER OF THE COURTHOUSE IN BUTLER, DRIVE SOUTH ON ALA 17
 AA8354'FOR 0.15 MI (0.24 KM) TO MILE POST 109.90 AND CHOCTAW COUNTY ROAD NO.
 AA8354'24 (RIDERWOOD ROAD) ON THE RIGHT, TURN RIGHT ON CHOCTAW COUNTY ROAD
 AA8354'NO. 24 AND DRIVE WEST FOR 1.70 MI (2.74 KM) TO THE STATION ON THE
 AA8354'LEFT. THE STATION IS 2.8 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE
 AA8354'FENCE ON RUSTY, RED TOP STEEL POSTS, 13.6 FT (4.1 M) WEST-NORTHWEST OF
 AA8354'THE NORTHEAST CORNER OF THE FENCE, 31.5 FT (9.6 M) SOUTH OF THE
 AA8354'CENTERLINE OF CHOCTAW COUNTY ROAD NO. 24, 60.0 FT (18.3 M)
 AA8354'EAST-SOUTHEAST OF A CABLE POLE, 75.5 FT (23.0 M) SOUTHEAST OF
 AA8354'TRANSFORMER POWER POLE NO. 10 22 ACROSS THE ROAD, 3.0 FT (0.9 M) NORTH
 AA8354'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8354'12-43 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA8354
 AA8354                          STATION RECOVERY (2004)
 AA8354
 AA8354'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA8354'RECOVERED IN GOOD CONDITION.
 AA8354
 AA8354                          STATION RECOVERY (2004)
 AA8354
 AA8354'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (JKM)
 AA8354'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1865 ***********************************************************************
 BV1865  DESIGNATION -  12 5
 BV1865  PID         -  BV1865
 BV1865  STATE/COUNTY-  AL/CHOCTAW
 BV1865  USGS QUAD   -  TOXEY (1986)
 BV1865
 BV1865                         *CURRENT SURVEY CONTROL
 BV1865  ___________________________________________________________________
 BV1865* NAD 83(1992)-  31 55 09.38604(N)    088 18 30.36804(W)     ADJUSTED  
 BV1865* NAVD 88     -        31.6    (meters)     104.     (feet)  VERTCON   
 BV1865  ___________________________________________________________________
 BV1865  X           -     159,957.991 (meters)                     COMP
 BV1865  Y           -  -5,416,438.552 (meters)                     COMP
 BV1865  Z           -   3,352,839.106 (meters)                     COMP
 BV1865  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BV1865  ELLIP HEIGHT-           4.22  (meters)          (07/29/02) GPS OBS
 BV1865  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BV1865
 BV1865  HORZ ORDER  -  FIRST
 BV1865  ELLP ORDER  -  FOURTH    CLASS I
 BV1865
 BV1865.The horizontal coordinates were established by GPS observations
 BV1865.and adjusted by the National Geodetic Survey in December 1992..
 BV1865
 BV1865.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1865
 BV1865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1865
 BV1865.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1865
 BV1865.The ellipsoidal height was determined by GPS observations
 BV1865.and is referenced to NAD 83.
 BV1865
 BV1865.The geoid height was determined by GEOID03.
 BV1865
 BV1865;                    North         East     Units Scale Factor Converg.
 BV1865;SPC AL W     -   213,058.643   523,545.498   MT  1.00000540   -0 25 38.9
 BV1865;UTM  16      - 3,532,234.751   376,298.330   MT  0.99978872   -0 41 30.8
 BV1865
 BV1865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1865!SPC AL W     -   0.99999934  x   1.00000540  =   1.00000474
 BV1865!UTM  16      -   0.99999934  x   0.99978872  =   0.99978806
 BV1865
 BV1865                          SUPERSEDED SURVEY CONTROL
 BV1865
 BV1865  ELLIP H (12/04/92)    4.28   (m)                       GP(       ) 4 1
 BV1865  NAD 83(1986)-  31 55 09.40222(N)    088 18 30.37126(W) AD(       ) 1
 BV1865  NGVD 29 (12/04/92)   31.6    (m)          104.     (f) GPS OBS        
 BV1865
 BV1865.Superseded values are not recommended for survey control.
 BV1865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1865.See file dsdata.txt to determine how the superseded data were derived.
 BV1865
 BV1865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA7629832235(NAD 83)
 BV1865_MARKER: DD = SURVEY DISK
 BV1865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1865_SP_SET: CONCRETE POST
 BV1865_STAMPING: 12-5 1990
 BV1865_MARK LOGO: ALHD  
 BV1865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1865+STABILITY: SURFACE MOTION
 BV1865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1865+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1991
 BV1865
 BV1865  HISTORY     - Date     Condition        Report By
 BV1865  HISTORY     - 1990     MONUMENTED       ALHD
 BV1865  HISTORY     - 19910320 GOOD
 BV1865
 BV1865                          STATION DESCRIPTION
 BV1865
 BV1865'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BV1865'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE WEST RIGHT OF WAY OF
 BV1865'ALA 17, ABOUT 0.64 KM (0.40 MI) NORTH OF TOXEY, AND ABOUT 8.05 KM
 BV1865'(5.00 MI) SOUTH - SOUTHEAST OF NEEDHAM.
 BV1865'TO REACH THE STATION FROM THE JUNCTION OF U. S. 84 AND ALA 17 (MILE
 BV1865'POST 85.55 ON ALA 17), AT BOLINGER, DRIVE NORTH ON ALA 17 16.58 KM
 BV1865'(10.30 MI) TO MILE POST 95.85 AND THE STATION ON THE LEFT.
 BV1865'THE STATION IS 0.98 M (3.22 FT) EAST - SOUTHEAST OF A FIVE STRAND
 BV1865'BARBED WIRE FENCE ON STEEL POSTS, 17.22 M (56.50 FT) SOUTHWEST OF THE
 BV1865'EAST POST OF A FIRESTONE - RUDDERS TIRE SERVICE SIGN, 20.75 M
 BV1865'(68.08 FT) WEST - NORTHWEST OF THE CENTERLINE OF ALA 17, 21.79 M
 BV1865'(71.49 FT) SOUTH - SOUTHEAST OF A JUNCTION POWER POLE, 24.75 M
 BV1865'(81.20 FT) EAST - NORTHEAST OF POWER POLE NO. Y8765 WITH CIRCUIT
 BV1865'BREAKERS, 30.02 M (98.49 FT) NORTH - NORTHEAST OF A CROSS TIE CORNER
 BV1865'FENCE POST AND EAST GATE POST, 0.94 M (3.08 FT) SOUTHEAST OF A
 BV1865'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BV1865'STATION 12-6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BV1865
 BV1865                          STATION RECOVERY (1991)
 BV1865
 BV1865'RECOVERED 1991
 BV1865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1866 ***********************************************************************
 BV1866  DESIGNATION -  12 6
 BV1866  PID         -  BV1866
 BV1866  STATE/COUNTY-  AL/CHOCTAW
 BV1866  USGS QUAD   -  TOXEY (1986)
 BV1866
 BV1866                         *CURRENT SURVEY CONTROL
 BV1866  ___________________________________________________________________
 BV1866* NAD 83(1992)-  31 55 29.37219(N)    088 18 04.36849(W)     ADJUSTED  
 BV1866* NAVD 88     -        29.7    (meters)      97.     (feet)  VERTCON   
 BV1866  ___________________________________________________________________
 BV1866  X           -     160,631.030 (meters)                     COMP
 BV1866  Y           -  -5,416,091.359 (meters)                     COMP
 BV1866  Z           -   3,353,360.601 (meters)                     COMP
 BV1866  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BV1866  ELLIP HEIGHT-           2.31  (meters)          (07/29/02) GPS OBS
 BV1866  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BV1866
 BV1866  HORZ ORDER  -  FIRST
 BV1866  ELLP ORDER  -  FOURTH    CLASS I
 BV1866
 BV1866.The horizontal coordinates were established by GPS observations
 BV1866.and adjusted by the National Geodetic Survey in December 1992..
 BV1866
 BV1866.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1866
 BV1866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1866
 BV1866.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1866
 BV1866.The ellipsoidal height was determined by GPS observations
 BV1866.and is referenced to NAD 83.
 BV1866
 BV1866.The geoid height was determined by GEOID03.
 BV1866
 BV1866;                    North         East     Units Scale Factor Converg.
 BV1866;SPC AL W     -   213,669.160   524,233.071   MT  1.00000411   -0 25 25.3
 BV1866;UTM  16      - 3,532,841.955   376,988.563   MT  0.99978662   -0 41 17.4
 BV1866
 BV1866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1866!SPC AL W     -   0.99999964  x   1.00000411  =   1.00000375
 BV1866!UTM  16      -   0.99999964  x   0.99978662  =   0.99978626
 BV1866
 BV1866                          SUPERSEDED SURVEY CONTROL
 BV1866
 BV1866  ELLIP H (12/04/92)    2.36   (m)                       GP(       ) 4 1
 BV1866  NAD 83(1986)-  31 55 29.38836(N)    088 18 04.37172(W) AD(       ) 1
 BV1866  NGVD 29 (12/04/92)   29.7    (m)           97.     (f) GPS OBS        
 BV1866
 BV1866.Superseded values are not recommended for survey control.
 BV1866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1866.See file dsdata.txt to determine how the superseded data were derived.
 BV1866
 BV1866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA7698932842(NAD 83)
 BV1866_MARKER: DD = SURVEY DISK
 BV1866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1866_SP_SET: CONCRETE POST
 BV1866_STAMPING: 12-6 1990
 BV1866_MARK LOGO: ALHD  
 BV1866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1866+STABILITY: SURFACE MOTION
 BV1866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1866+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1991
 BV1866
 BV1866  HISTORY     - Date     Condition        Report By
 BV1866  HISTORY     - 1990     MONUMENTED       ALHD
 BV1866  HISTORY     - 19910319 GOOD
 BV1866
 BV1866                          STATION DESCRIPTION
 BV1866
 BV1866'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BV1866'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE SOUTHEAST RIGHT OF WAY
 BV1866'OF ALA 17, ABOUT 1.53 KM (0.95 MI) NORTHEAST OF TOXEY, AND ABOUT 7.81
 BV1866'KM (4.85 MI) SOUTH - SOUTHEAST OF NEEDHAM.
 BV1866'TO REACH THE STATION FROM THE JUNCTION OF U. S. 84 AND ALA 17 (MILE
 BV1866'POST 85.55 ON ALA 17), AT BOLINGER, DRIVE NORTH ON ALA 17 17.54 KM
 BV1866'(10.90 MI) TO MILE POST 96.45 AND THE STATION ON THE RIGHT.
 BV1866'THE STATION IS 1.37 M (4.49 FT) NORTHWEST OF A FOUR STRAND BARBED WIRE
 BV1866'FENCE ON STEEL POSTS, 13.14 M (43.11 FT) SOUTHEAST OF THE SOUTHEAST
 BV1866'CORNER OF A CONCRETE HEADWALL ON A 24 INCH CONCRETE PIPE UNDER ALA
 BV1866'17, 19.75 M (64.80 FT) SOUTHEAST OF THE CENTERLINE OF ALA 17, 45.72 M
 BV1866'(150.00 FT) SOUTH - SOUTHWEST OF AN ANGLE POWER POLE, 1.34 M
 BV1866'(4.40 FT) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 BV1866'THE GROUND.
 BV1866'STATION 12-5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BV1866
 BV1866                          STATION RECOVERY (1991)
 BV1866
 BV1866'RECOVERED 1991
 BV1866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1590 ***********************************************************************
 CO1590  DESIGNATION -  12 7
 CO1590  PID         -  CO1590
 CO1590  STATE/COUNTY-  AL/CHOCTAW
 CO1590  USGS QUAD   -  LAND (1974)
 CO1590
 CO1590                         *CURRENT SURVEY CONTROL
 CO1590  ___________________________________________________________________
 CO1590* NAD 83(1992)-  32 03 54.49155(N)    088 21 14.39475(W)     ADJUSTED  
 CO1590* NAVD 88     -       140.7    (meters)     462.     (feet)  VERTCON   
 CO1590  ___________________________________________________________________
 CO1590  X           -     155,407.170 (meters)                     COMP
 CO1590  Y           -  -5,408,090.741 (meters)                     COMP
 CO1590  Z           -   3,366,614.663 (meters)                     COMP
 CO1590  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CO1590  ELLIP HEIGHT-         113.22  (meters)          (07/29/02) GPS OBS
 CO1590  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CO1590
 CO1590  HORZ ORDER  -  FIRST
 CO1590  ELLP ORDER  -  FOURTH    CLASS I
 CO1590
 CO1590.The horizontal coordinates were established by GPS observations
 CO1590.and adjusted by the National Geodetic Survey in December 1992..
 CO1590
 CO1590.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1590
 CO1590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1590
 CO1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1590
 CO1590.The ellipsoidal height was determined by GPS observations
 CO1590.and is referenced to NAD 83.
 CO1590
 CO1590.The geoid height was determined by GEOID03.
 CO1590
 CO1590;                    North         East     Units Scale Factor Converg.
 CO1590;SPC AL W     -   229,265.637   519,364.159   MT  1.00001349   -0 27 12.2
 CO1590;UTM  16      - 3,548,457.430   372,192.867   MT  0.99980145   -0 43 08.1
 CO1590
 CO1590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1590!SPC AL W     -   0.99998222  x   1.00001349  =   0.99999571
 CO1590!UTM  16      -   0.99998222  x   0.99980145  =   0.99978368
 CO1590
 CO1590                          SUPERSEDED SURVEY CONTROL
 CO1590
 CO1590  ELLIP H (12/04/92)  113.25   (m)                       GP(       ) 4 1
 CO1590  NAD 83(1986)-  32 03 54.50716(N)    088 21 14.39826(W) AD(       ) 1
 CO1590  NGVD 29 (12/04/92)  140.7    (m)          462.     (f) GPS OBS        
 CO1590
 CO1590.Superseded values are not recommended for survey control.
 CO1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1590.See file dsdata.txt to determine how the superseded data were derived.
 CO1590
 CO1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7219348457(NAD 83)
 CO1590_MARKER: DD = SURVEY DISK
 CO1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1590_SP_SET: CONCRETE POST
 CO1590_STAMPING: 12-7 1990
 CO1590_MARK LOGO: ALHD  
 CO1590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1590+STABILITY: SURFACE MOTION
 CO1590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1590+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 CO1590
 CO1590  HISTORY     - Date     Condition        Report By
 CO1590  HISTORY     - 1990     MONUMENTED       ALHD
 CO1590  HISTORY     - 19910417 GOOD
 CO1590
 CO1590                          STATION DESCRIPTION
 CO1590
 CO1590'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1590'THE STATION IS LOCATED IN CHOCTAW COUNTY ON PROPERTY OWNED BY SCOTT
 CO1590'PAPER COMPANY, ABOUT 12.96 KM (8.05 MI) WEST - SOUTHWEST OF BUTLER,
 CO1590'AND ABOUT 13.76 KM (8.55 MI) SOUTH - SOUTHWEST OF LISMAN.
 CO1590'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 IN BUTLER,
 CO1590'DRIVE SOUTH ON ALA 17 0.24 KM (0.15 MI) TO CHOCTAW COUNTY ROAD NO. 24
 CO1590'ON THE RIGHT, TURN RIGHT ON CHOCTAW COUNTY ROAD NO. 24 AND DRIVE WEST
 CO1590'- NORTHWEST 11.83 KM (7.35 MI) TO THE END OF CHOCTAW COUNTY ROAD NO.
 CO1590'24, CHOCTAW COUNTY ROAD NO. 9 AHEAD AND TO THE LEFT, TURN LEFT ON
 CO1590'CHOCTAW COUNTY ROAD NO. 9 AND DRIVE SOUTHWEST AND SOUTH 9.41 KM
 CO1590'(5.85 MI) TO CHOCTAW COUNTY ROAD NO. 20 ON THE RIGHT, CONTINUE SOUTH
 CO1590'ON CHOCTAW COUNTY ROAD NO. 9 0.72 KM (0.45 MI) TO A GRAVEL ROAD ON
 CO1590'THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE SOUTHEAST 1.21 KM
 CO1590'(0.75 MI) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE WOODS ROAD
 CO1590'AND DRIVE SOUTH 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT IN A Y
 CO1590'INTERSECTION.
 CO1590'THE STATION IS LOCATED BETWEEN TWO WOODS ROADS IN A Y INTERSECTION,
 CO1590'3.72 M (12.20 FT) SOUTH OF THE CENTER OF A DIM WOODS ROAD, 14.02 M
 CO1590'(46.00 FT) NORTHEAST OF THE MAIN WOODS ROAD, 0.40 M (1.31 FT) WEST OF
 CO1590'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CO1590'STATION 12-8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1590
 CO1590                          STATION RECOVERY (1991)
 CO1590
 CO1590'RECOVERED 1991
 CO1590'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1591 ***********************************************************************
 CO1591  DESIGNATION -  12 8
 CO1591  PID         -  CO1591
 CO1591  STATE/COUNTY-  AL/CHOCTAW
 CO1591  USGS QUAD   -  LAND (1974)
 CO1591
 CO1591                         *CURRENT SURVEY CONTROL
 CO1591  ___________________________________________________________________
 CO1591* NAD 83(1992)-  32 03 54.66830(N)    088 20 32.72382(W)     ADJUSTED  
 CO1591* NAVD 88     -       132.7    (meters)     435.     (feet)  VERTCON   
 CO1591  ___________________________________________________________________
 CO1591  X           -     156,499.462 (meters)                     COMP
 CO1591  Y           -  -5,408,049.518 (meters)                     COMP
 CO1591  Z           -   3,366,614.998 (meters)                     COMP
 CO1591  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 CO1591  ELLIP HEIGHT-         105.16  (meters)          (07/29/02) GPS OBS
 CO1591  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CO1591
 CO1591  HORZ ORDER  -  FIRST
 CO1591  ELLP ORDER  -  FOURTH    CLASS I
 CO1591
 CO1591.The horizontal coordinates were established by GPS observations
 CO1591.and adjusted by the National Geodetic Survey in December 1992..
 CO1591
 CO1591.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1591
 CO1591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1591
 CO1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1591
 CO1591.The ellipsoidal height was determined by GPS observations
 CO1591.and is referenced to NAD 83.
 CO1591
 CO1591.The geoid height was determined by GEOID03.
 CO1591
 CO1591;                    North         East     Units Scale Factor Converg.
 CO1591;SPC AL W     -   229,262.491   520,457.190   MT  1.00001133   -0 26 50.1
 CO1591;UTM  16      - 3,548,449.220   373,285.639   MT  0.99979802   -0 42 46.0
 CO1591
 CO1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1591!SPC AL W     -   0.99998349  x   1.00001133  =   0.99999482
 CO1591!UTM  16      -   0.99998349  x   0.99979802  =   0.99978151
 CO1591
 CO1591                          SUPERSEDED SURVEY CONTROL
 CO1591
 CO1591  ELLIP H (12/04/92)  105.18   (m)                       GP(       ) 4 1
 CO1591  NAD 83(1986)-  32 03 54.68391(N)    088 20 32.72733(W) AD(       ) 1
 CO1591  NGVD 29 (12/04/92)  132.6    (m)          435.     (f) GPS OBS        
 CO1591
 CO1591.Superseded values are not recommended for survey control.
 CO1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1591.See file dsdata.txt to determine how the superseded data were derived.
 CO1591
 CO1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7328648449(NAD 83)
 CO1591_MARKER: DD = SURVEY DISK
 CO1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1591_SP_SET: CONCRETE POST
 CO1591_STAMPING: 12-8 1990
 CO1591_MARK LOGO: ALHD  
 CO1591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1591+STABILITY: SURFACE MOTION
 CO1591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1591+SATELLITE: SATELLITE OBSERVATIONS - April 18, 1991
 CO1591
 CO1591  HISTORY     - Date     Condition        Report By
 CO1591  HISTORY     - 1990     MONUMENTED       ALHD
 CO1591  HISTORY     - 19910418 GOOD
 CO1591
 CO1591                          STATION DESCRIPTION
 CO1591
 CO1591'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1591'THE STATION IS LOCATED IN CHOCTAW COUNTY ON PROPERTY OWNED BY SCOTT
 CO1591'PAPER COMPANY, ABOUT 11.67 KM (7.25 MI) WEST - SOUTHWEST OF BUTLER,
 CO1591'AND ABOUT 13.04 KM (8.10 MI) SOUTH - SOUTHWEST OF LISMAN.
 CO1591'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 IN BUTLER,
 CO1591'DRIVE SOUTH ON ALA 17 0.24 KM (0.15 MI) TO CHOCTAW COUNTY ROAD NO. 24
 CO1591'ON THE RIGHT, TURN RIGHT ON CHOCTAW COUNTY ROAD NO. 24 AND DRIVE WEST
 CO1591'- NORTHWEST 11.83 KM (7.35 MI) TO THE END OF CHOCTAW COUNTY ROAD NO.
 CO1591'24, CHOCTAW COUNTY ROAD NO. 9 AHEAD AND TO THE LEFT, TURN LEFT ON
 CO1591'CHOCTAW COUNTY ROAD NO. 9 AND DRIVE SOUTHWEST AND SOUTH 9.41 KM
 CO1591'(5.85 MI) TO CHOCTAW COUNTY ROAD NO. 20 ON THE RIGHT, CONTINUE SOUTH
 CO1591'ON CHOCTAW COUNTY ROAD NO. 9 0.72 KM (0.45 MI) TO A GRAVEL ROAD ON
 CO1591'THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE SOUTHEAST AND EAST
 CO1591'2.50 KM (1.55 MI) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE
 CO1591'WOODS ROAD AND DRIVE SOUTH 0.32 KM (0.20 MI) TO THE STATION ON THE
 CO1591'RIGHT NEAR A FRAME HUNTERS SHACK.
 CO1591'THE STATION IS 6.10 M (20.01 FT) SOUTH - SOUTHWEST OF THE CENTER OF
 CO1591'THE WOODS ROAD, 12.86 M (42.19 FT) NORTH - NORTHEAST OF THE NORTHEAST
 CO1591'CORNER OF A FRAME HUNTERS SHACK, 16.70 M (54.79 FT) NORTH OF THE
 CO1591'SOUTHEAST CORNER OF A FRAME HUNTERS SHACK, 0.49 M (1.61 FT) NORTHWEST
 CO1591'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CO1591'STATION 12-7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1591
 CO1591                          STATION RECOVERY (1991)
 CO1591
 CO1591'RECOVERED 1991
 CO1591'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1592 ***********************************************************************
 CO1592  DESIGNATION -  12 9
 CO1592  PID         -  CO1592
 CO1592  STATE/COUNTY-  AL/CHOCTAW
 CO1592  USGS QUAD   -  YANTLEY (1974)
 CO1592
 CO1592                         *CURRENT SURVEY CONTROL
 CO1592  ___________________________________________________________________
 CO1592* NAD 83(1992)-  32 14 43.72251(N)    088 22 59.65917(W)     ADJUSTED  
 CO1592* NAVD 88     -        76.5    (meters)     251.     (feet)  VERTCON   
 CO1592  ___________________________________________________________________
 CO1592  X           -     152,345.368 (meters)                     COMP
 CO1592  Y           -  -5,397,475.501 (meters)                     COMP
 CO1592  Z           -   3,383,510.990 (meters)                     COMP
 CO1592  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CO1592  ELLIP HEIGHT-          48.61  (meters)          (07/29/02) GPS OBS
 CO1592  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CO1592
 CO1592  HORZ ORDER  -  FIRST
 CO1592  ELLP ORDER  -  FOURTH    CLASS I
 CO1592
 CO1592.The horizontal coordinates were established by GPS observations
 CO1592.and adjusted by the National Geodetic Survey in December 1992..
 CO1592
 CO1592.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1592
 CO1592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1592
 CO1592.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1592
 CO1592.The ellipsoidal height was determined by GPS observations
 CO1592.and is referenced to NAD 83.
 CO1592
 CO1592.The geoid height was determined by GEOID03.
 CO1592
 CO1592;                    North         East     Units Scale Factor Converg.
 CO1592;SPC AL W     -   249,285.598   516,767.249   MT  1.00001873   -0 28 16.6
 CO1592;UTM  16      - 3,568,485.019   369,689.520   MT  0.99980941   -0 44 17.3
 CO1592
 CO1592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1592!SPC AL W     -   0.99999237  x   1.00001873  =   1.00001110
 CO1592!UTM  16      -   0.99999237  x   0.99980941  =   0.99980178
 CO1592
 CO1592:                Primary Azimuth Mark                     Grid Az
 CO1592:SPC AL W     -  12 10                                    359 32 11.2
 CO1592:UTM  16      -  12 10                                    359 48 11.9
 CO1592
 CO1592|---------------------------------------------------------------------|
 CO1592| PID    Reference Object                     Distance      Geod. Az  |
 CO1592|                                                           dddmmss.s |
 CO1592| CO1593 12 10                               APPROX. 0.6 KM 3590354.6 |
 CO1592|---------------------------------------------------------------------|
 CO1592
 CO1592                          SUPERSEDED SURVEY CONTROL
 CO1592
 CO1592  ELLIP H (12/04/92)   48.63   (m)                       GP(       ) 4 1
 CO1592  NAD 83(1986)-  32 14 43.73326(N)    088 22 59.66542(W) AD(       ) 1
 CO1592  NGVD 29 (12/04/92)   76.5    (m)          251.     (f) GPS OBS        
 CO1592
 CO1592.Superseded values are not recommended for survey control.
 CO1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1592.See file dsdata.txt to determine how the superseded data were derived.
 CO1592
 CO1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA6969068485(NAD 83)
 CO1592_MARKER: DD = SURVEY DISK
 CO1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1592_SP_SET: CONCRETE POST
 CO1592_STAMPING: 12-9 1990
 CO1592_MARK LOGO: ALHD  
 CO1592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1592+STABILITY: SURFACE MOTION
 CO1592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1592+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 CO1592
 CO1592  HISTORY     - Date     Condition        Report By
 CO1592  HISTORY     - 1990     MONUMENTED       ALHD
 CO1592  HISTORY     - 19910417 GOOD
 CO1592
 CO1592                          STATION DESCRIPTION
 CO1592
 CO1592'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1592'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE EAST RIGHT OF WAY OF
 CO1592'CHOCTAW COUNTY ROAD NO. 1, ABOUT 0.24 KM (0.15 MI) SOUTH OF YANTLY,
 CO1592'AND ABOUT 12.55 KM (7.80 MI) NORTHWEST OF LISMAN.
 CO1592'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST
 CO1592'17.60 ON ALA 10) IN BUTLER, DRIVE NORTHWEST ON ALA 10 24.38 KM
 CO1592'(15.15 MI) TO MILE POST 2.45 AND CHOCTAW COUNTY ROAD NO. 32 ON THE
 CO1592'RIGHT, TURN RIGHT ON CHOCTAW COUNTY ROAD NO. 32 AND DRIVE EAST 0.40
 CO1592'KM (0.25 MI) TO CHOCTAW COUNTY ROAD NO. 1 ON THE LEFT, TURN LEFT ON
 CO1592'CHOCTAW COUNTY ROAD NO. 1 AND DRIVE NORTH 1.29 KM (0.80 MI) TO A
 CO1592'RAILROAD GRADE CROSSING AND THE STATION ON THE RIGHT IN THE SOUTHEAST
 CO1592'QUADRANT OF THE CROSSING.
 CO1592'THE STATION IS 2.04 M (6.69 FT) NORTHEAST OF TELEPHONE CABLE PEDESTAL
 CO1592'NO. 8200 7, 14.30 M (46.92 FT) EAST - SOUTHEAST OF THE CENTER OF
 CO1592'CHOCTAW COUNTY ROAD NO. 1, 13.78 M (45.21 FT) SOUTHWEST OF THE
 CO1592'SOUTHWEST RAIL OF THE RAILROAD, 17.37 M (56.99 FT) SOUTH - SOUTHEAST
 CO1592'OF A RAILROAD CROSSBUCK AND WARNING LIGHTS, 21.46 M (70.41 FT) SOUTH
 CO1592'OF A RAILROAD SWITCH STAND, 27.74 M (91.01 FT) SOUTH - SOUTHEAST OF
 CO1592'THE CENTER OF THE GRADE CROSSING, 0.46 M (1.51 FT) WEST - NORTHWEST
 CO1592'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CO1592'STATION 12-10 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1592
 CO1592                          STATION RECOVERY (1991)
 CO1592
 CO1592'RECOVERED 1991
 CO1592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0864 ***********************************************************************
 EF0864  DESIGNATION -  12 D
 EF0864  PID         -  EF0864
 EF0864  STATE/COUNTY-  AL/WINSTON
 EF0864  USGS QUAD   -  HOUSTON (1981)
 EF0864
 EF0864                         *CURRENT SURVEY CONTROL
 EF0864  ___________________________________________________________________
 EF0864* NAD 83(1986)-  34 11 37.     (N)    087 17 38.     (W)     SCALED    
 EF0864* NAVD 88     -       248.312  (meters)     814.67   (feet)  ADJUSTED  
 EF0864  ___________________________________________________________________
 EF0864  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EF0864  DYNAMIC HT  -         248.066 (meters)     813.86  (feet)  COMP
 EF0864  MODELED GRAV-     979,636.1   (mgal)                       NAVD 88
 EF0864
 EF0864  VERT ORDER  -  SECOND    CLASS 0
 EF0864
 EF0864.The horizontal coordinates were scaled from a topographic map and have
 EF0864.an estimated accuracy of +/- 6 seconds.
 EF0864
 EF0864.The orthometric height was determined by differential leveling
 EF0864.and adjusted by the National Geodetic Survey in June 1991..
 EF0864
 EF0864.The geoid height was determined by GEOID03.
 EF0864
 EF0864.The dynamic height is computed by dividing the NAVD 88
 EF0864.geopotential number by the normal gravity value computed on the
 EF0864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0864.degrees latitude (g = 980.6199 gals.).
 EF0864
 EF0864.The modeled gravity was interpolated from observed gravity values.
 EF0864
 EF0864;                    North         East    Units  Estimated Accuracy
 EF0864;SPC AL W     -   465,010.      619,000.      MT  (+/- 180 meters Scaled)
 EF0864
 EF0864                          SUPERSEDED SURVEY CONTROL
 EF0864
 EF0864  NGVD 29 (??/??/92)  248.281  (m)          814.57   (f) ADJ UNCH    2 0
 EF0864
 EF0864.Superseded values are not recommended for survey control.
 EF0864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0864.See file dsdata.txt to determine how the superseded data were derived.
 EF0864
 EF0864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC729836(NAD 83)
 EF0864_MARKER: DD = SURVEY DISK
 EF0864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0864_STAMPING: TT STA 12 D 1929
 EF0864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0864+STABILITY: SURFACE MOTION
 EF0864
 EF0864  HISTORY     - Date     Condition        Report By
 EF0864  HISTORY     - 1929     MONUMENTED       USGS
 EF0864  HISTORY     - 1934     GOOD             NGS
 EF0864
 EF0864                          STATION DESCRIPTION
 EF0864
 EF0864'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0864'21.8 MI S FROM MOULTON.
 EF0864'IN WINSTON COUNTY, 21.8 MILES SOUTH ALONG STATE HIGHWAY 36 FROM
 EF0864'MOULTON, LAWRENCE COUNTY, AT THE INTERSECTION OF A SIDE ROAD LEADING
 EF0864'NORTHEAST, AND 15 FEET EAST OF THE CENTERLINE OF THE HIGHWAY.  A
 EF0864'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED TT STA 12 D
 EF0864'1929 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2239 ***********************************************************************
 BT2239  DESIGNATION -  1205
 BT2239  PID         -  BT2239
 BT2239  STATE/COUNTY-  AL/COFFEE
 BT2239  USGS QUAD   -  NEW BROCKTON (1990)
 BT2239
 BT2239                         *CURRENT SURVEY CONTROL
 BT2239  ___________________________________________________________________
 BT2239* NAD 83(1992)-  31 22 47.60203(N)    085 55 18.52100(W)     ADJUSTED  
 BT2239* NAVD 88     -       141.3    (meters)     464.     (feet)  GPS OBS   
 BT2239  ___________________________________________________________________
 BT2239  X           -     387,611.302 (meters)                     COMP
 BT2239  Y           -  -5,436,475.925 (meters)                     COMP
 BT2239  Z           -   3,301,984.388 (meters)                     COMP
 BT2239  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BT2239  ELLIP HEIGHT-         114.64  (meters)          (07/29/02) GPS OBS
 BT2239  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT2239
 BT2239  HORZ ORDER  -  FIRST
 BT2239  ELLP ORDER  -  FOURTH    CLASS I
 BT2239
 BT2239.The horizontal coordinates were established by GPS observations
 BT2239.and adjusted by the National Geodetic Survey in December 1992..
 BT2239
 BT2239.The orthometric height was determined by GPS observations and a
 BT2239.high-resolution geoid model.
 BT2239
 BT2239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2239
 BT2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2239
 BT2239.The ellipsoidal height was determined by GPS observations
 BT2239.and is referenced to NAD 83.
 BT2239
 BT2239.The geoid height was determined by GEOID03.
 BT2239
 BT2239;                    North         East     Units Scale Factor Converg.
 BT2239;SPC AL E     -    97,551.455   191,583.987   MT  0.99996087   -0 02 45.9
 BT2239;UTM  16      - 3,472,206.801   602,522.906   MT  0.99972964   +0 33 41.3
 BT2239
 BT2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2239!SPC AL E     -   0.99998200  x   0.99996087  =   0.99994287
 BT2239!UTM  16      -   0.99998200  x   0.99972964  =   0.99971164
 BT2239
 BT2239                          SUPERSEDED SURVEY CONTROL
 BT2239
 BT2239  ELLIP H (12/04/92)  114.67   (m)                       GP(       ) 4 1
 BT2239  NAD 83(1986)-  31 22 47.61506(N)    085 55 18.52360(W) AD(       ) 1
 BT2239  NGVD 29 (12/04/92)  141.3    (m)          464.     (f) GPS OBS        
 BT2239
 BT2239.Superseded values are not recommended for survey control.
 BT2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2239.See file dsdata.txt to determine how the superseded data were derived.
 BT2239
 BT2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0252372207(NAD 83)
 BT2239_MARKER: DD = SURVEY DISK
 BT2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2239_SP_SET: CONCRETE POST
 BT2239_MARK LOGO: DOD   
 BT2239_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2239+STABILITY: SURFACE MOTION
 BT2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2239+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 BT2239
 BT2239  HISTORY     - Date     Condition        Report By
 BT2239  HISTORY     - 1982     MONUMENTED       DOD
 BT2239  HISTORY     - 19890623 GOOD             ALHD
 BT2239  HISTORY     - 19910621 GOOD             ALHD
 BT2239
 BT2239                          STATION DESCRIPTION
 BT2239
 BT2239'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2239'THE STATION IS LOCATED ON THE WEST SIDE OF NEW BROCKTON IN THE FRONT
 BT2239'LAWN OF THE ALABAMA NATIONAL GUARD ARMORY, FORT PAUL L. SAWYER, JR.
 BT2239'THERE IS NO STAMPING ON THE DISK.
 BT2239'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 84,
 BT2239'ALABAMA HIGHWAY 122, AND COFFEE COUNTY ROAD NO. 32 IN NEW BROCKTON,
 BT2239'DRIVE SOUTHEAST ON HIGHWAY 84 FOR 0.97 KM (0.60 MI) TO MILE POST
 BT2239'176.95, THE ARMORY AND THE STATION ON THE RIGHT.
 BT2239'THE STATION IS 27.43 M (90.0 FT) SOUTHWEST OF THE CENTER LINE OF
 BT2239'HIGHWAY 84, 16.86 M (55.3 FT) SOUTH OF A 4 X 4 INCH CONCRETE GAS LINE
 BT2239'MARKER, 18.07 M (59.3 FT) SOUTH OF A TELEPHONE CABLE POLE, 29.66 M
 BT2239'(97.3 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE NORTHWEST DRIVEWAY,
 BT2239'38.95 M (127.8 FT) NORTHWEST OF THE NORTHWEST CURB OF THE SOUTHEAST
 BT2239'DRIVEWAY, 32.40 M (106.3 FT) WEST OF A LIGHT POLE, 8.38 M (27.5 FT)
 BT2239'NORTHEAST OF A SHRUBBERY BUSH IN THE ARMORY LAWN, 54.99 M (180.4 FT)
 BT2239'NORTH OF THE SOUTHEAST CORNER OF THE ARMORY, 46.30 M (151.9 FT)
 BT2239'EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE ARMORY.
 BT2239'STATION 1205 AZ CAN BE USED AS AN AZIMUTH.
 BT2239
 BT2239                          STATION RECOVERY (1991)
 BT2239
 BT2239'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2239'THE STATION IS LOCATED ON THE WEST SIDE OF NEW BROCKTON IN THE FRONT
 BT2239'LAWN OF THE ALABAMA NATIONAL GUARD ARMORY, FORT PAUL L. SAWYER, JR.
 BT2239'THERE IS NO STAMPING ON THE DISK.
 BT2239'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 84,
 BT2239'ALABAMA HIGHWAY 122, AND COFFEE COUNTY ROAD NO. 32 IN NEW BROCKTON,
 BT2239'DRIVE SOUTHEAST ON HIGHWAY 84 FOR 0.97 KM (0.60 MI) TO MILE POST
 BT2239'176.95, THE ARMORY AND THE STATION ON THE RIGHT.
 BT2239'THE STATION IS 27.43 M (89.99 FT) SOUTHWEST OF THE CENTER LINE OF
 BT2239'HIGHWAY 84, 16.86 M (55.31 FT) SOUTH OF A 4 X 4 INCH CONCRETE GAS
 BT2239'LINE MARKER, 18.07 M (59.28 FT) SOUTH OF A TELEPHONE CABLE POLE,
 BT2239'29.66 M (97.31 FT) SOUTHEAST OF THE SOUTHEAST CURB OF THE NORTHWEST
 BT2239'DRIVEWAY, 38.95 M (127.79 FT) NORTHWEST OF THE NORTHWEST CURB OF THE
 BT2239'SOUTHEAST DRIVEWAY, 32.40 M (106.30 FT) WEST OF A LIGHT POLE, 8.38 M
 BT2239'(27.49 FT) NORTHEAST OF A SHRUBBERY BUSH IN THE ARMORY LAWN, 54.99 M
 BT2239'(180.41 FT) NORTH OF THE SOUTHEAST CORNER OF THE ARMORY, 46.30 M
 BT2239'(151.90 FT) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE ARMORY.
 BT2239'STATION 1205 AZ MK CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2240 ***********************************************************************
 BT2240  DESIGNATION -  1205 AZ MK
 BT2240  PID         -  BT2240
 BT2240  STATE/COUNTY-  AL/COFFEE
 BT2240  USGS QUAD   -  NEW BROCKTON (1990)
 BT2240
 BT2240                         *CURRENT SURVEY CONTROL
 BT2240  ___________________________________________________________________
 BT2240* NAD 83(1992)-  31 22 37.80822(N)    085 54 59.70813(W)     ADJUSTED  
 BT2240* NAVD 88     -       131.1    (meters)     430.     (feet)  VERTCON   
 BT2240  ___________________________________________________________________
 BT2240  X           -     388,117.712 (meters)                     COMP
 BT2240  Y           -  -5,436,588.536 (meters)                     COMP
 BT2240  Z           -   3,301,721.555 (meters)                     COMP
 BT2240  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 BT2240  ELLIP HEIGHT-         104.45  (meters)          (07/29/02) GPS OBS
 BT2240  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT2240
 BT2240  HORZ ORDER  -  FIRST
 BT2240  ELLP ORDER  -  FOURTH    CLASS I
 BT2240
 BT2240.The horizontal coordinates were established by GPS observations
 BT2240.and adjusted by the National Geodetic Survey in December 1992..
 BT2240
 BT2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2240
 BT2240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2240
 BT2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2240
 BT2240.The ellipsoidal height was determined by GPS observations
 BT2240.and is referenced to NAD 83.
 BT2240
 BT2240.The geoid height was determined by GEOID03.
 BT2240
 BT2240;                    North         East     Units Scale Factor Converg.
 BT2240;SPC AL E     -    97,249.441   192,080.836   MT  0.99996077   -0 02 36.0
 BT2240;UTM  16      - 3,471,910.140   603,022.814   MT  0.99973091   +0 33 50.9
 BT2240
 BT2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2240!SPC AL E     -   0.99998360  x   0.99996077  =   0.99994437
 BT2240!UTM  16      -   0.99998360  x   0.99973091  =   0.99971451
 BT2240
 BT2240                          SUPERSEDED SURVEY CONTROL
 BT2240
 BT2240  ELLIP H (12/04/92)  104.48   (m)                       GP(       ) 4 1
 BT2240  NAD 83(1986)-  31 22 37.82126(N)    085 54 59.71072(W) AD(       ) 1
 BT2240  NGVD 29 (12/04/92)  131.1    (m)          430.     (f) GPS OBS        
 BT2240
 BT2240.Superseded values are not recommended for survey control.
 BT2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2240.See file dsdata.txt to determine how the superseded data were derived.
 BT2240
 BT2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0302371910(NAD 83)
 BT2240_MARKER: DD = SURVEY DISK
 BT2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2240_SP_SET: CONCRETE POST
 BT2240_MARK LOGO: DOD   
 BT2240_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2240+STABILITY: SURFACE MOTION
 BT2240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2240+SATELLITE: SATELLITE OBSERVATIONS - June 23, 1989
 BT2240
 BT2240  HISTORY     - Date     Condition        Report By
 BT2240  HISTORY     - 1982     MONUMENTED       DOD
 BT2240  HISTORY     - 19890623 GOOD             ALHD
 BT2240
 BT2240                          STATION DESCRIPTION
 BT2240
 BT2240'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2240'THE STATION IS LOCATED ON THE WEST SIDE OF NEW BROCKTON IN A GRASSED
 BT2240'TRAFFIC ISLAND BETWEEN THE DRIVEWAY AND A PAVED PARKING LOT IN FRONT
 BT2240'OF THE COFFEE COUNTY FARMERS MARKET.  THERE IS NO STAMPING ON THE
 BT2240'DISK.
 BT2240'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 84,
 BT2240'ALABAMA HIGHWAY 122, AND COFFEE COUNTY ROAD NO. 32 IN NEW BROCKTON,
 BT2240'DRIVE SOUTHEAST ON HIGHWAY 84 FOR 1.53 KM (0.95 MI) TO MILE POST
 BT2240'177.30 AND THE STATION ON THE LEFT.
 BT2240'THE STATION IS 26.82 M (88.0 FT) NORTH-NORTHEAST OF THE CENTER LINE OF
 BT2240'THREE LANE UNITED STATES HIGHWAY 84, 2.16 M (7.1 FT) NORTHEAST OF A
 BT2240'LIGHT POLE IN A GRASSED TRAFFIC ISLAND, 2.29 M (7.5 FT)
 BT2240'NORTH-NORTHEAST OF THE NORTHEAST CURB OF THE DRIVEWAY, 1.34 M
 BT2240'(4.4 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CURB OF THE PARKING LOT,
 BT2240'3.81 M (12.5 FT) NORTHWEST OF THE SOUTHEAST END OF A GRASSED TRAFFIC
 BT2240'ISLAND, 12.89 M (42.3 FT) NORTH OF THE SOUTHEAST END OF A BRICK COFFEE
 BT2240'COUNTY AGRICULTURAL CENTER SIGN, 11.55 M (37.9 FT) NORTHEAST OF THE
 BT2240'NORTHWEST END OF A BRICK COFFEE COUNTY AGRICULTURAL CENTER SIGN, 21.12
 BT2240'M (69.3 FT) NORTHWEST OF A FIRE HYDRANT, AND LOCATED IN A GRASSED
 BT2240'TRAFFIC ISLAND NEAR THE SOUTHWEST CORNER OF THE PARKING LOT IN FRONT
 BT2240'OF THE COFFEE COUNTY FARMERS MARKET.
 BT2240'STATION 1205 CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0667 ***********************************************************************
 CM0667  DESIGNATION -  123 12
 CM0667  PID         -  CM0667
 CM0667  STATE/COUNTY-  AL/LEE
 CM0667  USGS QUAD   -  AUBURN (1983)
 CM0667
 CM0667                         *CURRENT SURVEY CONTROL
 CM0667  ___________________________________________________________________
 CM0667* NAD 83(1986)-  32 37 06.     (N)    085 26 13.     (W)     SCALED    
 CM0667* NAVD 88     -       234.911  (meters)     770.70   (feet)  ADJUSTED  
 CM0667  ___________________________________________________________________
 CM0667  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CM0667  DYNAMIC HT  -         234.633 (meters)     769.79  (feet)  COMP
 CM0667  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 CM0667
 CM0667  VERT ORDER  -  FIRST     CLASS II
 CM0667
 CM0667.This mark is at Auburn-Opelika Robert G Pitts Airport (AUO)
 CM0667
 CM0667.The horizontal coordinates were scaled from a topographic map and have
 CM0667.an estimated accuracy of +/- 6 seconds.
 CM0667
 CM0667.The orthometric height was determined by differential leveling
 CM0667.and adjusted by the National Geodetic Survey in June 1991..
 CM0667
 CM0667.The geoid height was determined by GEOID03.
 CM0667
 CM0667.The dynamic height is computed by dividing the NAVD 88
 CM0667.geopotential number by the normal gravity value computed on the
 CM0667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0667.degrees latitude (g = 980.6199 gals.).
 CM0667
 CM0667.The modeled gravity was interpolated from observed gravity values.
 CM0667
 CM0667;                    North         East    Units  Estimated Accuracy
 CM0667;SPC AL E     -   234,940.      237,200.      MT  (+/- 180 meters Scaled)
 CM0667
 CM0667                          SUPERSEDED SURVEY CONTROL
 CM0667
 CM0667  NGVD 29 (??/??/92)  234.880  (m)          770.60   (f) ADJ UNCH    1 2
 CM0667
 CM0667.Superseded values are not recommended for survey control.
 CM0667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0667.See file dsdata.txt to determine how the superseded data were derived.
 CM0667
 CM0667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB466100(NAD 83)
 CM0667_MARKER: DD = SURVEY DISK
 CM0667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0667_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0667_STAMPING: NO 123 12
 CM0667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0667+STABILITY: SURFACE MOTION
 CM0667
 CM0667  HISTORY     - Date     Condition        Report By
 CM0667  HISTORY     - UNK      MONUMENTED       ALGS
 CM0667  HISTORY     - 1943     GOOD             NGS
 CM0667  HISTORY     - 1967     MARK NOT FOUND   NGS
 CM0667
 CM0667                          STATION DESCRIPTION
 CM0667
 CM0667'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CM0667'2.5 MI SE FROM AUBURN.
 CM0667'1.7 MILES EAST ALONG THE WESTERN RAILWAY OF ALABAMA FROM THE
 CM0667'STATION AT AUBURN, LEE COUNTY, THENCE 0.8 MILE SOUTH ALONG THE
 CM0667'AIRPORT ROAD, AT AUBURN-OPELIKA AIRPORT, ABOUT 750 FEET NORTH OF
 CM0667'THE HANGAR, 248 FEET WEST OF THE CENTERLINE OF THE TAXIWAY, AND
 CM0667'314 FEET SOUTHWEST OF BENCH MARK 123-13 (ALA. GEOD. S) DESCRIBED
 CM0667'ABOVE.  A STATE SURVEY STANDARD DISK, STAMPED NO 123-12 AND SET IN
 CM0667'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 CM0667
 CM0667                          STATION RECOVERY (1967)
 CM0667
 CM0667'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CM0667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0666 ***********************************************************************
 CM0666  DESIGNATION -  123 13
 CM0666  PID         -  CM0666
 CM0666  STATE/COUNTY-  AL/LEE
 CM0666  USGS QUAD   -  AUBURN (1983)
 CM0666
 CM0666                         *CURRENT SURVEY CONTROL
 CM0666  ___________________________________________________________________
 CM0666* NAD 83(1986)-  32 37 11.     (N)    085 26 14.     (W)     SCALED    
 CM0666* NAVD 88     -       235.674  (meters)     773.21   (feet)  ADJUSTED  
 CM0666  ___________________________________________________________________
 CM0666  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CM0666  DYNAMIC HT  -         235.396 (meters)     772.29  (feet)  COMP
 CM0666  MODELED GRAV-     979,450.5   (mgal)                       NAVD 88
 CM0666
 CM0666  VERT ORDER  -  FIRST     CLASS I
 CM0666
 CM0666.This mark is at Auburn-Opelika Robert G Pitts Airport (AUO)
 CM0666
 CM0666.The horizontal coordinates were scaled from a topographic map and have
 CM0666.an estimated accuracy of +/- 6 seconds.
 CM0666
 CM0666.The orthometric height was determined by differential leveling
 CM0666.and adjusted by the National Geodetic Survey in June 1991..
 CM0666
 CM0666.The geoid height was determined by GEOID03.
 CM0666
 CM0666.The dynamic height is computed by dividing the NAVD 88
 CM0666.geopotential number by the normal gravity value computed on the
 CM0666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0666.degrees latitude (g = 980.6199 gals.).
 CM0666
 CM0666.The modeled gravity was interpolated from observed gravity values.
 CM0666
 CM0666;                    North         East    Units  Estimated Accuracy
 CM0666;SPC AL E     -   235,090.      237,170.      MT  (+/- 180 meters Scaled)
 CM0666
 CM0666                          SUPERSEDED SURVEY CONTROL
 CM0666
 CM0666  NGVD 29 (??/??/92)  235.643  (m)          773.11   (f) ADJ UNCH    1 1
 CM0666
 CM0666.Superseded values are not recommended for survey control.
 CM0666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0666.See file dsdata.txt to determine how the superseded data were derived.
 CM0666
 CM0666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB466102(NAD 83)
 CM0666_MARKER: DD = SURVEY DISK
 CM0666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0666_STAMPING: 123.13
 CM0666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0666+STABILITY: SURFACE MOTION
 CM0666
 CM0666  HISTORY     - Date     Condition        Report By
 CM0666  HISTORY     - UNK      MONUMENTED       ALGS
 CM0666  HISTORY     - 1968     GOOD             NGS
 CM0666  HISTORY     - 1983     GOOD             USGS
 CM0666
 CM0666                          STATION DESCRIPTION
 CM0666
 CM0666'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0666'3 MI E FROM AUBURN.
 CM0666'ABOUT 2.0 MILES NORTHEAST ALONG THE WESTERN RAILWAY OF ALABAMA
 CM0666'FROM THE STATION AT AUBURN, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG
 CM0666'SAUGAHATCHEE ROAD (COUNTY ROAD 40), AT THE AUBURN-OPELIKA AIRPORT,
 CM0666'ABOUT 0.2 MILE NORTHEAST OF THE ADMINISTRATION BUILDING, IN THE
 CM0666'CENTER OF A CIRCLE FORMED BY THE TWO RUNWAYS AND A TAXI STRIP,
 CM0666'81 FEET SOUTH OF THE CENTER LINE OF THE TAXI STRIP, 38 1/2 FEET
 CM0666'NORTHEAST OF THE NORTHEAST CORNER OF A 4-BY-2-FOOT CONCRETE CATCH
 CM0666'BASIN, ABOUT LEVEL WITH THE RUNWAYS AND SET IN THE TOP OF A
 CM0666'CONCRETE POST 3 INCHES BELOW THE LEVEL OF THE GROUND.
 CM0666
 CM0666                          STATION RECOVERY (1983)
 CM0666
 CM0666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CM0666'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2108 ***********************************************************************
 BU2108  DESIGNATION -  13 1
 BU2108  PID         -  BU2108
 BU2108  STATE/COUNTY-  AL/CLARKE
 BU2108  USGS QUAD   -  ALMA (1983)
 BU2108
 BU2108                         *CURRENT SURVEY CONTROL
 BU2108  ___________________________________________________________________
 BU2108* NAD 83(1992)-  31 27 41.26215(N)    087 48 25.15548(W)     ADJUSTED  
 BU2108* NAVD 88     -       117.5    (meters)     385.     (feet)  VERTCON   
 BU2108  ___________________________________________________________________
 BU2108  X           -     208,378.707 (meters)                     COMP
 BU2108  Y           -  -5,441,551.432 (meters)                     COMP
 BU2108  Z           -   3,309,689.583 (meters)                     COMP
 BU2108  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BU2108  ELLIP HEIGHT-          89.44  (meters)          (07/29/02) GPS OBS
 BU2108  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BU2108
 BU2108  HORZ ORDER  -  FIRST
 BU2108  ELLP ORDER  -  FOURTH    CLASS I
 BU2108
 BU2108.The horizontal coordinates were established by GPS observations
 BU2108.and adjusted by the National Geodetic Survey in December 1992..
 BU2108
 BU2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2108
 BU2108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2108
 BU2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2108
 BU2108.The ellipsoidal height was determined by GPS observations
 BU2108.and is referenced to NAD 83.
 BU2108
 BU2108.The geoid height was determined by GEOID03.
 BU2108
 BU2108;                    North         East     Units Scale Factor Converg.
 BU2108;SPC AL W     -   162,054.764   570,825.387   MT  0.99994383   -0 09 36.8
 BU2108;UTM  16      - 3,481,027.123   423,332.389   MT  0.99967250   -0 25 16.3
 BU2108
 BU2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2108!SPC AL W     -   0.99998596  x   0.99994383  =   0.99992979
 BU2108!UTM  16      -   0.99998596  x   0.99967250  =   0.99965846
 BU2108
 BU2108                          SUPERSEDED SURVEY CONTROL
 BU2108
 BU2108  ELLIP H (12/04/92)   89.50   (m)                       GP(       ) 4 1
 BU2108  NAD 83(1986)-  31 27 41.28013(N)    087 48 25.15755(W) AD(       ) 1
 BU2108  NGVD 29 (12/04/92)  117.5    (m)          385.     (f) GPS OBS        
 BU2108
 BU2108.Superseded values are not recommended for survey control.
 BU2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2108.See file dsdata.txt to determine how the superseded data were derived.
 BU2108
 BU2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2333281027(NAD 83)
 BU2108_MARKER: DD = SURVEY DISK
 BU2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2108_SP_SET: CONCRETE POST
 BU2108_STAMPING: 13-1 1990
 BU2108_MARK LOGO: ALHD  
 BU2108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2108+STABILITY: SURFACE MOTION
 BU2108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2108+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1991
 BU2108
 BU2108  HISTORY     - Date     Condition        Report By
 BU2108  HISTORY     - 1990     MONUMENTED       ALHD
 BU2108  HISTORY     - 19910318 GOOD
 BU2108
 BU2108                          STATION DESCRIPTION
 BU2108
 BU2108'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2108'THE STATION IS LOCATED IN CLARKE COUNTY ON THE RIGHT OF WAY OF A HIGH
 BU2108'VOLTAGE POWER LINE, ABOUT 9.76 KM (6.06 MI) SOUTHEAST OF JACKSON AND
 BU2108'ABOUT 27.52 KM (17.10 MI) SOUTH OF GROVE HILL.
 BU2108'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 SOUTH AND ALA 177
 BU2108'NORTH (0.97 KMNORTH OF THE TOMBIGBEE RIVER BRIDGE ON U. S. 43) IN
 BU2108'JACKSON, DRIVE SOUTHEAST, EAST, AND NORTHEAST ON ALA 177 4.35 KM
 BU2108'(2.70 MI) TO MILE POST 2.70 AND CLARKE COUNTY ROAD NO. 15 ON THE
 BU2108'RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 15 AND DRIVE
 BU2108'SOUTHEASTERLY 0.97 KM (0.60 MI) TO A RAILROAD GRADE CROSSING,
 BU2108'CONTINUE SOUTHEASTERLY 1.69 KM (1.05 MI) TO CLARKE COUNTY ROAD NO. 2
 BU2108'ON THE LEFT, TURN LEFT ON CLARKE COUNTY ROAD NO. 2 AND DRIVE EASTERLY
 BU2108'6.76 KM (4.20 MI) TO CLARKE COUNTY ROAD NO. 41 ON THE LEFT, CONTINUE
 BU2108'EASTERLY ON CLARKE COUNTY ROAD NO. 2 2.82 KM (1.75 MI) TO A GRAVEL
 BU2108'DRIVEWAY ON THE RIGHT, TURN RIGHT ON THE GRAVEL DRIVEWAY, AND DRIVE
 BU2108'SOUTHERLY 0.08 KM (0.05 MI) TO A HIGH VOLTAGE POWER LINE CLEARING
 BU2108'BEHIND A BRICK RESIDENCE, TURN LEFT ALONG THE POWER LINE CLEARING AND
 BU2108'DRIVE SOUTHEASTERLY 0.08 KM (0.05 MI) TO THE STATION ON THE SOUTHEAST
 BU2108'SLOPE OF THE HILL.
 BU2108'THE STATION IS 42.06 M (137.99 FT) EAST - SOUTHEAST OF THE SOUTH POLE
 BU2108'OF POWER LINE BENT NO. 421, 42.52 M (139.50 FT) SOUTHEAST OF THE
 BU2108'NORTH POLE OF POWER LINE BENT NO. 421, 1.22 M (4.00 FT) NORTH -
 BU2108'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2108'STATION 13 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2108'THIS STATION REQUIRES A POSITION TRANSFER FROM STATION WHITE 1895 -
 BU2108'1933.
 BU2108
 BU2108                          STATION RECOVERY (1991)
 BU2108
 BU2108'RECOVERED 1991
 BU2108'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8355 ***********************************************************************
 AA8355  DESIGNATION -  13 10
 AA8355  PID         -  AA8355
 AA8355  STATE/COUNTY-  AL/CLARKE
 AA8355  USGS QUAD   -  MORVIN (1981)
 AA8355
 AA8355                         *CURRENT SURVEY CONTROL
 AA8355  ___________________________________________________________________
 AA8355* NAD 83(1992)-  31 54 36.65309(N)    087 56 54.16657(W)     ADJUSTED  
 AA8355* NAVD 88     -        67.7    (meters)     222.     (feet)  VERTCON   
 AA8355  ___________________________________________________________________
 AA8355  X           -     194,012.562 (meters)                     COMP
 AA8355  Y           -  -5,415,889.635 (meters)                     COMP
 AA8355  Z           -   3,352,002.335 (meters)                     COMP
 AA8355  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA8355  ELLIP HEIGHT-          40.25  (meters)          (07/29/02) GPS OBS
 AA8355  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AA8355
 AA8355  HORZ ORDER  -  FIRST
 AA8355  ELLP ORDER  -  FOURTH    CLASS I
 AA8355
 AA8355.The horizontal coordinates were established by GPS observations
 AA8355.and adjusted by the National Geodetic Survey in September 1995..
 AA8355
 AA8355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8355
 AA8355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8355
 AA8355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8355
 AA8355.The ellipsoidal height was determined by GPS observations
 AA8355.and is referenced to NAD 83.
 AA8355
 AA8355.The geoid height was determined by GEOID03.
 AA8355
 AA8355;                    North         East     Units Scale Factor Converg.
 AA8355;SPC AL W     -   211,853.004   557,592.587   MT  0.99995550   -0 14 13.2
 AA8355;UTM  16      - 3,530,872.346   410,331.442   MT  0.99969916   -0 30 04.8
 AA8355
 AA8355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8355!SPC AL W     -   0.99999368  x   0.99995550  =   0.99994918
 AA8355!UTM  16      -   0.99999368  x   0.99969916  =   0.99969284
 AA8355
 AA8355                          SUPERSEDED SURVEY CONTROL
 AA8355
 AA8355  ELLIP H (09/29/95)   40.29   (m)                       GP(       ) 3 2
 AA8355  NGVD 29 (09/29/95)   67.7    (m)          222.     (f) GPS OBS        
 AA8355
 AA8355.Superseded values are not recommended for survey control.
 AA8355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8355.See file dsdata.txt to determine how the superseded data were derived.
 AA8355
 AA8355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA1033130872(NAD 83)
 AA8355_MARKER: DD = SURVEY DISK
 AA8355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8355_STAMPING: 13-10 1994
 AA8355_MARK LOGO: ALHD  
 AA8355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8355+STABILITY: SURFACE MOTION
 AA8355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8355+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8355
 AA8355  HISTORY     - Date     Condition        Report By
 AA8355  HISTORY     - 1994     MONUMENTED       ALHD
 AA8355
 AA8355                          STATION DESCRIPTION
 AA8355
 AA8355'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8355'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF A
 AA8355'COUNTY GRAVEL ROAD, ABOUT 12.20 MI (19.63 KM) WEST OF THOMASVILLE AND
 AA8355'ABOUT 13.35 MI (21.48 KM) NORTHEAST OF COFFEEVILLE. TO REACH THE
 AA8355'STATION FROM THE JUNCTION OF ALA 69 AND ALA 154 (MILE POST 24.90 ON
 AA8355'ALA 69 AND MILE POST 0.00 ON ALA 154) IN THE NORTHEAST CORNER OF
 AA8355'COFFEEVILLE, DRIVE NORTH ON ALA 69 FOR 14.10 MI (22.69 KM) TO MILE
 AA8355'POST 39.00, A GRAVEL ROAD ON THE LEFT, AND CLARKE COUNTY ROAD NO. 44
 AA8355'ON THE RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 44 AND DRIVE EAST
 AA8355'FOR 0.10 MI (0.16 KM) TO A CROSS ROAD WITH A GRAVEL ROAD ON THE LEFT,
 AA8355'A PAVED ROAD AHEAD, AND CLARKE COUNTY ROAD NO. 44 ON THE RIGHT, TURN
 AA8355'RIGHT ON CLARKE COUNTY ROAD NO. 44 AND DRIVE SOUTH, SOUTHEAST, AND
 AA8355'EAST FOR 3.05 MI (4.91 KM) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON
 AA8355'THE GRAVEL ROAD AND DRIVE NORTH FOR 0.35 MI (0.56 KM) TO THE STATION
 AA8355'ON THE LEFT. THE STATION IS 23.0 FT (7.0 M) SOUTH-SOUTHWEST OF THE
 AA8355'CENTER OF A WOODS ROAD, 23.5 FT (7.2 M) WEST-SOUTHWEST OF THE CENTER
 AA8355'OF THE GRAVEL ROAD, 193.1 FT (58.9 M) NORTH OF AN ANGLE POWER POLE
 AA8355'WITH ONE GUY WIRE, 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS POST,
 AA8355'AND SET FLUSH WITH THE GROUND. STATION 13-11 1994 MAY BE USED AS AN
 AA8355'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8356 ***********************************************************************
 AA8356  DESIGNATION -  13 11
 AA8356  PID         -  AA8356
 AA8356  STATE/COUNTY-  AL/CLARKE
 AA8356  USGS QUAD   -  MORVIN (1981)
 AA8356
 AA8356                         *CURRENT SURVEY CONTROL
 AA8356  ___________________________________________________________________
 AA8356* NAD 83(1992)-  31 54 58.24212(N)    087 56 57.58463(W)     ADJUSTED  
 AA8356* NAVD 88     -        79.5    (meters)     261.     (feet)  VERTCON   
 AA8356  ___________________________________________________________________
 AA8356  X           -     193,910.593 (meters)                     COMP
 AA8356  Y           -  -5,415,551.538 (meters)                     COMP
 AA8356  Z           -   3,352,573.029 (meters)                     COMP
 AA8356  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA8356  ELLIP HEIGHT-          52.03  (meters)          (07/29/02) GPS OBS
 AA8356  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AA8356
 AA8356  HORZ ORDER  -  FIRST
 AA8356  ELLP ORDER  -  FOURTH    CLASS I
 AA8356
 AA8356.The horizontal coordinates were established by GPS observations
 AA8356.and adjusted by the National Geodetic Survey in September 1995..
 AA8356
 AA8356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8356
 AA8356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8356
 AA8356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8356
 AA8356.The ellipsoidal height was determined by GPS observations
 AA8356.and is referenced to NAD 83.
 AA8356
 AA8356.The geoid height was determined by GEOID03.
 AA8356
 AA8356;                    North         East     Units Scale Factor Converg.
 AA8356;SPC AL W     -   212,518.314   557,505.543   MT  0.99995560   -0 14 15.2
 AA8356;UTM  16      - 3,531,537.880   410,247.490   MT  0.99969935   -0 30 06.9
 AA8356
 AA8356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8356!SPC AL W     -   0.99999183  x   0.99995560  =   0.99994743
 AA8356!UTM  16      -   0.99999183  x   0.99969935  =   0.99969118
 AA8356
 AA8356                          SUPERSEDED SURVEY CONTROL
 AA8356
 AA8356  ELLIP H (09/29/95)   52.08   (m)                       GP(       ) 3 2
 AA8356  NGVD 29 (09/29/95)   79.5    (m)          261.     (f) GPS OBS        
 AA8356
 AA8356.Superseded values are not recommended for survey control.
 AA8356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8356.See file dsdata.txt to determine how the superseded data were derived.
 AA8356
 AA8356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA1024731538(NAD 83)
 AA8356_MARKER: DD = SURVEY DISK
 AA8356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8356_STAMPING: 13-11 1994
 AA8356_MARK LOGO: ALHD  
 AA8356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8356+STABILITY: SURFACE MOTION
 AA8356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8356+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8356
 AA8356  HISTORY     - Date     Condition        Report By
 AA8356  HISTORY     - 1994     MONUMENTED       ALHD
 AA8356
 AA8356                          STATION DESCRIPTION
 AA8356
 AA8356'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8356'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF A
 AA8356'COUNTY GRAVEL ROAD, ABOUT 12.30 MI (19.79 KM) WEST OF THOMASVILLE AND
 AA8356'ABOUT 13.65 MI (21.97 KM) NORTHEAST OF COFFEEVILLE. TO REACH THE
 AA8356'STATION FROM THE JUNCTION OF ALA 69 AND ALA 154 (MILE POST 24.90 ON
 AA8356'ALA 69 AND MILE POST 0.00 ON ALA 154) IN THE NORTHEAST CORNER OF
 AA8356'COFFEEVILLE, DRIVE NORTH ON ALA 69 FOR 14.10 MI (22.69 KM) TO MILE
 AA8356'POST 39.00, A GRAVEL ROAD ON THE LEFT, AND CLARKE COUNTY ROAD NO. 44
 AA8356'ON THE RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 44 AND DRIVE EAST
 AA8356'FOR 0.10 MI (0.16 KM) TO A CROSS ROAD WITH A GRAVEL ROAD ON THE LEFT,
 AA8356'A PAVED ROAD AHEAD, AND CLARKE COUNTY ROAD NO. 44 ON THE RIGHT, TURN
 AA8356'RIGHT ON CLARKE COUNTY ROAD NO. 44 AND DRIVE SOUTH, SOUTHEAST, AND
 AA8356'EAST FOR 3.05 MI (4.91 KM) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON
 AA8356'THE GRAVEL ROAD AND DRIVE NORTH AND NORTHEAST FOR 0.80 MI (1.29 KM) TO
 AA8356'THE STATION ON THE LEFT. THE STATION IS LOCATED ACROSS A GRAVEL ROAD
 AA8356'FROM A GRAVEL ROAD LEADING EAST AND ON TOP OF AN 8 FT (2.4 M)
 AA8356'BACKSLOPE, 26.0 FT (7.9 M) WEST-NORTHWEST OF THE CENTER OF A GRAVEL
 AA8356'ROAD, 39.0 FT (11.9 M) EAST-NORTHEAST OF THE CENTER OF A WOODS ROAD,
 AA8356'76.3 FT (23.3 M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 80 6
 AA8356'ACROSS THE ROAD, 155.3 FT (47.3 M) SOUTH-SOUTHEAST OF A JUNCTION POWER
 AA8356'POLE WITH THREE GUY WIRES, 2.8 FT (0.9 M) SOUTHEAST OF A CARSONITE
 AA8356'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-10 1994 MAY BE
 AA8356'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8357 ***********************************************************************
 AA8357  DESIGNATION -  13 12
 AA8357  PID         -  AA8357
 AA8357  STATE/COUNTY-  AL/CLARKE
 AA8357  USGS QUAD   -  BASHI (1981)
 AA8357
 AA8357                         *CURRENT SURVEY CONTROL
 AA8357  ___________________________________________________________________
 AA8357* NAD 83(1992)-  31 53 52.84350(N)    087 49 34.24255(W)     ADJUSTED  
 AA8357* NAVD 88     -        94.0    (meters)     308.     (feet)  VERTCON   
 AA8357  ___________________________________________________________________
 AA8357  X           -     205,591.081 (meters)                     COMP
 AA8357  Y           -  -5,416,198.417 (meters)                     COMP
 AA8357  Z           -   3,350,870.633 (meters)                     COMP
 AA8357  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AA8357  ELLIP HEIGHT-          66.47  (meters)          (07/29/02) GPS OBS
 AA8357  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AA8357
 AA8357  HORZ ORDER  -  FIRST
 AA8357  ELLP ORDER  -  FOURTH    CLASS I
 AA8357
 AA8357.The horizontal coordinates were established by GPS observations
 AA8357.and adjusted by the National Geodetic Survey in September 1995..
 AA8357
 AA8357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8357
 AA8357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8357
 AA8357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8357
 AA8357.The ellipsoidal height was determined by GPS observations
 AA8357.and is referenced to NAD 83.
 AA8357
 AA8357.The geoid height was determined by GEOID03.
 AA8357
 AA8357;                    North         East     Units Scale Factor Converg.
 AA8357;SPC AL W     -   210,462.391   569,146.285   MT  0.99994507   -0 10 20.5
 AA8357;UTM  16      - 3,529,428.837   421,875.565   MT  0.99967527   -0 26 11.7
 AA8357
 AA8357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8357!SPC AL W     -   0.99998956  x   0.99994507  =   0.99993463
 AA8357!UTM  16      -   0.99998956  x   0.99967527  =   0.99966484
 AA8357
 AA8357:                Primary Azimuth Mark                     Grid Az
 AA8357:SPC AL W     -  13 13                                    045 44 19.9
 AA8357:UTM  16      -  13 13                                    046 00 11.1
 AA8357
 AA8357|---------------------------------------------------------------------|
 AA8357| PID    Reference Object                     Distance      Geod. Az  |
 AA8357|                                                           dddmmss.s |
 AA8357| AA8358 13 13                               APPROX. 0.5 KM 0453359.4 |
 AA8357|---------------------------------------------------------------------|
 AA8357
 AA8357                          SUPERSEDED SURVEY CONTROL
 AA8357
 AA8357  ELLIP H (09/29/95)   66.51   (m)                       GP(       ) 3 2
 AA8357  NGVD 29 (09/29/95)   93.9    (m)          308.     (f) GPS OBS        
 AA8357
 AA8357.Superseded values are not recommended for survey control.
 AA8357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8357.See file dsdata.txt to determine how the superseded data were derived.
 AA8357
 AA8357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA2187629429(NAD 83)
 AA8357_MARKER: DD = SURVEY DISK
 AA8357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8357_STAMPING: 13-12 1994
 AA8357_MARK LOGO: ALHD  
 AA8357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8357+STABILITY: SURFACE MOTION
 AA8357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8357+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8357
 AA8357  HISTORY     - Date     Condition        Report By
 AA8357  HISTORY     - 1994     MONUMENTED       ALHD
 AA8357
 AA8357                          STATION DESCRIPTION
 AA8357
 AA8357'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8357'THE STATION IS LOCATED IN CLARKE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8357'OF CLARKE COUNTY ROAD NO. 44, ABOUT 5.10 MI (8.21 KM) WEST-SOUTHWEST
 AA8357'OF THOMASVILLE AND ABOUT 9.40 MI (15.13 KM) NORTHWEST OF FULTON. TO
 AA8357'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 154 (MILE POST
 AA8357'29.50 ON ALA 154 AND MILE POST 95.70 ON U.S. 43) AT A TRAFFIC LIGHT IN
 AA8357'THOMASVILLE, DRIVE WEST ON ALA 154 FOR 1.05 MI (1.69 KM) TO MILE POST
 AA8357'28.45, A CROSS ROAD, AND A FOUR WAY STOP WITH ALA 154 ON THE LEFT,
 AA8357'CLARKE COUNTY ROAD NO. 44 AHEAD, AND CLARKE COUNTY ROAD NO. 25 ON THE
 AA8357'RIGHT, CONTINUE WEST AND SOUTHWEST ON CLARKE COUNTY ROAD NO. 44 FOR
 AA8357'5.10 MI (8.21 KM) TO THE STATION ON THE LEFT. THE STATION IS 5.0 FT
 AA8357'(1.5 M) SOUTHEAST OF THE CREST OF A 4 FT (1.2 M) BACKSLOPE, 37.0 FT
 AA8357'(11.3 M) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL WOODS ROAD, 44.3 FT
 AA8357'(13.5 M) SOUTH-SOUTHWEST OF AN ANGLE POWER POLE WITH ONE GUY WIRE,
 AA8357'49.0 FT (14.9 M) SOUTHEAST OF THE CENTERLINE OF CLARKE COUNTY ROAD NO.
 AA8357'44, 2.3 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA8357'FLUSH WITH THE GROUND. STATION 13-13 1994 MAY BE USED AS AN AZIMUTH
 AA8357'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8358 ***********************************************************************
 AA8358  DESIGNATION -  13 13
 AA8358  PID         -  AA8358
 AA8358  STATE/COUNTY-  AL/CLARKE
 AA8358  USGS QUAD   -  BASHI (1981)
 AA8358
 AA8358                         *CURRENT SURVEY CONTROL
 AA8358  ___________________________________________________________________
 AA8358* NAD 83(1992)-  31 54 04.21227(N)    087 49 20.64948(W)     ADJUSTED  
 AA8358* NAVD 88     -        93.2    (meters)     306.     (feet)  VERTCON   
 AA8358  ___________________________________________________________________
 AA8358  X           -     205,940.958 (meters)                     COMP
 AA8358  Y           -  -5,415,999.300 (meters)                     COMP
 AA8358  Z           -   3,351,167.523 (meters)                     COMP
 AA8358  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AA8358  ELLIP HEIGHT-          65.71  (meters)          (07/29/02) GPS OBS
 AA8358  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AA8358
 AA8358  HORZ ORDER  -  FIRST
 AA8358  ELLP ORDER  -  FOURTH    CLASS I
 AA8358
 AA8358.The horizontal coordinates were established by GPS observations
 AA8358.and adjusted by the National Geodetic Survey in September 1995..
 AA8358
 AA8358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8358
 AA8358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8358
 AA8358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8358
 AA8358.The ellipsoidal height was determined by GPS observations
 AA8358.and is referenced to NAD 83.
 AA8358
 AA8358.The geoid height was determined by GEOID03.
 AA8358
 AA8358;                    North         East     Units Scale Factor Converg.
 AA8358;SPC AL W     -   210,811.476   569,504.491   MT  0.99994480   -0 10 13.4
 AA8358;UTM  16      - 3,529,776.172   422,235.280   MT  0.99967458   -0 26 04.7
 AA8358
 AA8358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8358!SPC AL W     -   0.99998968  x   0.99994480  =   0.99993448
 AA8358!UTM  16      -   0.99998968  x   0.99967458  =   0.99966427
 AA8358
 AA8358:                Primary Azimuth Mark                     Grid Az
 AA8358:SPC AL W     -  13 12                                    225 44 20.0
 AA8358:UTM  16      -  13 12                                    226 00 11.3
 AA8358
 AA8358|---------------------------------------------------------------------|
 AA8358| PID    Reference Object                     Distance      Geod. Az  |
 AA8358|                                                           dddmmss.s |
 AA8358| AA8357 13 12                               APPROX. 0.5 KM 2253406.6 |
 AA8358|---------------------------------------------------------------------|
 AA8358
 AA8358                          SUPERSEDED SURVEY CONTROL
 AA8358
 AA8358  ELLIP H (09/29/95)   65.75   (m)                       GP(       ) 3 2
 AA8358  NGVD 29 (09/29/95)   93.2    (m)          306.     (f) GPS OBS        
 AA8358
 AA8358.Superseded values are not recommended for survey control.
 AA8358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8358.See file dsdata.txt to determine how the superseded data were derived.
 AA8358
 AA8358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA2223529776(NAD 83)
 AA8358_MARKER: DD = SURVEY DISK
 AA8358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8358_STAMPING: 13-13 1994
 AA8358_MARK LOGO: ALHD  
 AA8358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8358+STABILITY: SURFACE MOTION
 AA8358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8358+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8358
 AA8358  HISTORY     - Date     Condition        Report By
 AA8358  HISTORY     - 1994     MONUMENTED       ALHD
 AA8358
 AA8358                          STATION DESCRIPTION
 AA8358
 AA8358'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8358'THE STATION IS LOCATED IN CLARKE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8358'OF CLARKE COUNTY ROAD NO. 44, ABOUT 4.85 MI (7.81 KM) WEST-SOUTHWEST
 AA8358'OF THOMASVILLE AND ABOUT 9.45 MI (15.21 KM) NORTHWEST OF FULTON. TO
 AA8358'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 154 (MILE POST
 AA8358'29.50 ON ALA 154 AND MILE POST 95.70 ON U.S. 43) AT A TRAFFIC LIGHT IN
 AA8358'THOMASVILLE, DRIVE WEST ON ALA 154 FOR 1.05 MI (1.69 KM) TO MILE POST
 AA8358'28.45, A CROSS ROAD, AND A FOUR WAY STOP WITH ALA 154 ON THE LEFT,
 AA8358'CLARKE COUNTY ROAD NO. 44 AHEAD, AND CLARKE COUNTY ROAD NO. 25 ON THE
 AA8358'RIGHT, CONTINUE WEST AND SOUTHWEST ON CLARKE COUNTY ROAD NO. 44 FOR
 AA8358'4.80 MI (7.72 KM) TO THE STATION ON THE LEFT. THE STATION IS 6.0 FT
 AA8358'(1.8 M) SOUTHEAST OF AN 8 FT (2.4 M) BACKSLOPE, 41.5 FT (12.6 M)
 AA8358'SOUTHEAST OF THE CENTERLINE OF CLARKE COUNTY ROAD NO. 44, 113.5 FT
 AA8358'(34.6 M) SOUTH-SOUTHWEST OF AN ANGLE POWER POLE WITH ONE GUY WIRE, 2.0
 AA8358'FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA8358'THE GROUND. STATION 13-12 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8358'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8359 ***********************************************************************
 AA8359  DESIGNATION -  13 14
 AA8359  PID         -  AA8359
 AA8359  STATE/COUNTY-  AL/CLARKE
 AA8359  USGS QUAD   -  BASHI (1981)
 AA8359
 AA8359                         *CURRENT SURVEY CONTROL
 AA8359  ___________________________________________________________________
 AA8359* NAD 83(1992)-  31 58 14.95976(N)    087 51 33.40146(W)     ADJUSTED  
 AA8359* NAVD 88     -        55.0    (meters)     180.     (feet)  VERTCON   
 AA8359  ___________________________________________________________________
 AA8359  X           -     202,301.356 (meters)                     COMP
 AA8359  Y           -  -5,412,015.594 (meters)                     COMP
 AA8359  Z           -   3,357,701.710 (meters)                     COMP
 AA8359  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AA8359  ELLIP HEIGHT-          27.41  (meters)          (07/29/02) GPS OBS
 AA8359  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA8359
 AA8359  HORZ ORDER  -  FIRST
 AA8359  ELLP ORDER  -  FOURTH    CLASS I
 AA8359
 AA8359.The horizontal coordinates were established by GPS observations
 AA8359.and adjusted by the National Geodetic Survey in September 1995..
 AA8359
 AA8359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8359
 AA8359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8359
 AA8359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8359
 AA8359.The ellipsoidal height was determined by GPS observations
 AA8359.and is referenced to NAD 83.
 AA8359
 AA8359.The geoid height was determined by GEOID03.
 AA8359
 AA8359;                    North         East     Units Scale Factor Converg.
 AA8359;SPC AL W     -   218,545.413   566,042.094   MT  0.99994755   -0 11 24.8
 AA8359;UTM  16      - 3,537,523.932   418,809.543   MT  0.99968129   -0 27 18.0
 AA8359
 AA8359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8359!SPC AL W     -   0.99999570  x   0.99994755  =   0.99994325
 AA8359!UTM  16      -   0.99999570  x   0.99968129  =   0.99967699
 AA8359
 AA8359:                Primary Azimuth Mark                     Grid Az
 AA8359:SPC AL W     -  13 15                                    090 14 12.2
 AA8359:UTM  16      -  13 15                                    090 30 05.4
 AA8359
 AA8359|---------------------------------------------------------------------|
 AA8359| PID    Reference Object                     Distance      Geod. Az  |
 AA8359|                                                           dddmmss.s |
 AA8359| AA8360 13 15                               479.629 METERS 0900247.4 |
 AA8359|---------------------------------------------------------------------|
 AA8359
 AA8359                          SUPERSEDED SURVEY CONTROL
 AA8359
 AA8359  ELLIP H (09/29/95)   27.45   (m)                       GP(       ) 3 2
 AA8359  NGVD 29 (09/29/95)   54.9    (m)          180.     (f) GPS OBS        
 AA8359
 AA8359.Superseded values are not recommended for survey control.
 AA8359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8359.See file dsdata.txt to determine how the superseded data were derived.
 AA8359
 AA8359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA1881037524(NAD 83)
 AA8359_MARKER: DD = SURVEY DISK
 AA8359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8359_STAMPING: 13-14 1994
 AA8359_MARK LOGO: ALHD  
 AA8359_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8359+STABILITY: SURFACE MOTION
 AA8359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8359+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8359
 AA8359  HISTORY     - Date     Condition        Report By
 AA8359  HISTORY     - 1994     MONUMENTED       ALHD
 AA8359
 AA8359                          STATION DESCRIPTION
 AA8359
 AA8359'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8359'THE STATION IS LOCATED IN CLARKE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8359'CLARKE COUNTY ROAD NO. 48, ABOUT 7.90 MI (12.71 KM) NORTHWEST OF
 AA8359'THOMASVILLE AND ABOUT 20.00 MI (32.19 KM) NORTHEAST OF COFFEEVILLE. TO
 AA8359'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 154 (MILE POST
 AA8359'29.50 ON ALA 154 AND MILE POST 95.70 ON U.S. 43) AT A TRAFFIC LIGHT IN
 AA8359'THOMASVILLE, DRIVE WEST ON ALA 154 FOR 1.05 MI (1.69 KM) TO MILE POST
 AA8359'28.45, A CROSS ROAD, AND A FOUR WAY STOP WITH ALA 154 ON THE LEFT,
 AA8359'CLARKE COUNTY ROAD NO. 44 AHEAD, AND CLARKE COUNTY ROAD NO. 25 ON THE
 AA8359'RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 25 AND DRIVE NORTH FOR
 AA8359'1.75 MI (2.82 KM) TO CLARKE COUNTY ROAD NO. 48 ON THE LEFT, TURN LEFT
 AA8359'ON CLARKE COUNTY ROAD NO. 48 AND DRIVE NORTHWEST FOR 7.20 MI (11.59
 AA8359'KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF
 AA8359'A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS,
 AA8359'31.6 FT (9.6 M) SOUTH OF THE CENTERLINE OF CLARKE COUNTY ROAD NO. 48,
 AA8359'62.6 FT (19.1 M) WEST OF A POWER SERVICE POLE, 90.8 FT (27.7 M)
 AA8359'SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 58 ACROSS THE ROAD, 98.4 FT
 AA8359'(30.0 M) WEST OF A FENCE CORNER WEST OF BASHI - PRECINCT 20 VOTING
 AA8359'HOUSE, 128.0 FT (39.0 M) EAST OF A JUNCTION AND TRANSFORMER POWER
 AA8359'POLE, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET 0.25
 AA8359'FT (7.62 CM) UNDERGROUND. STATION 13-15 1994 MAY BE USED AS AN AZIMUTH
 AA8359'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8360 ***********************************************************************
 AA8360  DESIGNATION -  13 15
 AA8360  PID         -  AA8360
 AA8360  STATE/COUNTY-  AL/CLARKE
 AA8360  USGS QUAD   -  BASHI (1981)
 AA8360
 AA8360                         *CURRENT SURVEY CONTROL
 AA8360  ___________________________________________________________________
 AA8360* NAD 83(1992)-  31 58 14.94676(N)    087 51 15.13433(W)     ADJUSTED  
 AA8360* NAVD 88     -        56.8    (meters)     186.     (feet)  VERTCON   
 AA8360  ___________________________________________________________________
 AA8360  X           -     202,780.720 (meters)                     COMP
 AA8360  Y           -  -5,411,999.462 (meters)                     COMP
 AA8360  Z           -   3,357,702.366 (meters)                     COMP
 AA8360  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AA8360  ELLIP HEIGHT-          29.29  (meters)          (07/29/02) GPS OBS
 AA8360  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA8360
 AA8360  HORZ ORDER  -  FIRST
 AA8360  ELLP ORDER  -  FOURTH    CLASS I
 AA8360
 AA8360.The horizontal coordinates were established by GPS observations
 AA8360.and adjusted by the National Geodetic Survey in September 1995..
 AA8360
 AA8360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8360
 AA8360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8360
 AA8360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8360
 AA8360.The ellipsoidal height was determined by GPS observations
 AA8360.and is referenced to NAD 83.
 AA8360
 AA8360.The geoid height was determined by GEOID03.
 AA8360
 AA8360;                    North         East     Units Scale Factor Converg.
 AA8360;SPC AL W     -   218,543.431   566,521.694   MT  0.99994715   -0 11 15.2
 AA8360;UTM  16      - 3,537,519.735   419,289.001   MT  0.99968034   -0 27 08.3
 AA8360
 AA8360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8360!SPC AL W     -   0.99999540  x   0.99994715  =   0.99994255
 AA8360!UTM  16      -   0.99999540  x   0.99968034  =   0.99967574
 AA8360
 AA8360:                Primary Azimuth Mark                     Grid Az
 AA8360:SPC AL W     -  13 14                                    270 14 12.2
 AA8360:UTM  16      -  13 14                                    270 30 05.3
 AA8360
 AA8360|---------------------------------------------------------------------|
 AA8360| PID    Reference Object                     Distance      Geod. Az  |
 AA8360|                                                           dddmmss.s |
 AA8360| AA8359 13 14                               479.629 METERS 2700257.0 |
 AA8360|---------------------------------------------------------------------|
 AA8360
 AA8360                          SUPERSEDED SURVEY CONTROL
 AA8360
 AA8360  ELLIP H (09/29/95)   29.34   (m)                       GP(       ) 3 2
 AA8360  NGVD 29 (09/29/95)   56.8    (m)          186.     (f) GPS OBS        
 AA8360
 AA8360.Superseded values are not recommended for survey control.
 AA8360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8360.See file dsdata.txt to determine how the superseded data were derived.
 AA8360
 AA8360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA1928937520(NAD 83)
 AA8360_MARKER: DD = SURVEY DISK
 AA8360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8360_STAMPING: 13-15 1994
 AA8360_MARK LOGO: ALHD  
 AA8360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8360+STABILITY: SURFACE MOTION
 AA8360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8360+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8360
 AA8360  HISTORY     - Date     Condition        Report By
 AA8360  HISTORY     - 1994     MONUMENTED       ALHD
 AA8360
 AA8360                          STATION DESCRIPTION
 AA8360
 AA8360'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8360'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8360'CLARKE COUNTY ROAD NO. 48, ABOUT 7.75 MI (12.47 KM) NORTHWEST OF
 AA8360'THOMASVILLE AND ABOUT 20.25 MI (32.59 KM) NORTHEAST OF COFFEEVILLE. TO
 AA8360'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 154 (MILE POST
 AA8360'29.50 ON ALA 154 AND MILE POST 95.70 ON U.S. 43) AT A TRAFFIC LIGHT IN
 AA8360'THOMASVILLE, DRIVE WEST ON ALA 154 FOR 1.05 MI (1.69 KM) TO MILE POST
 AA8360'28.45, A CROSS ROAD, AND A FOUR WAY STOP WITH ALA 154 ON THE LEFT,
 AA8360'CLARKE COUNTY ROAD NO. 44 AHEAD, AND CLARKE COUNTY ROAD NO. 25 ON THE
 AA8360'RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 25 AND DRIVE NORTH FOR
 AA8360'1.75 MI (2.82 KM) TO CLARKE COUNTY ROAD NO. 48 ON THE LEFT, TURN LEFT
 AA8360'ON CLARKE COUNTY ROAD NO. 48 AND DRIVE NORTHWEST FOR 6.95 MI (11.18
 AA8360'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTH
 AA8360'OF A FOUR STRAND BARBED WIRE FENCE ON RUSTY, RED TOP STEEL POSTS, 30.3
 AA8360'FT (9.2 M) EAST OF THE EAST ONE OF TWO CROSS TIE POSTS IN THE FENCE
 AA8360'LINE, 32.2 FT (9.8 M) NORTH OF THE CENTERLINE OF CLARKE COUNTY ROAD
 AA8360'NO. 48, 34.8 FT (10.6 M) WEST OF THE WEST ONE OF TWO CROSS TIE POSTS
 AA8360'IN THE FENCE LINE, 87.6 FT (26.7 M) NORTHEAST OF A FENCE CORNER ACROSS
 AA8360'THE ROAD, 111.1 FT (33.9 M) EAST OF THE SOUTHWEST CROSS TIE FENCE
 AA8360'CORNER POST, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA8360'FLUSH WITH THE GROUND. STATION 13-14 1994 MAY BE USED AS AN AZIMUTH
 AA8360'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8361 ***********************************************************************
 AA8361  DESIGNATION -  13 16
 AA8361  PID         -  AA8361
 AA8361  STATE/COUNTY-  AL/CLARKE
 AA8361  USGS QUAD   -  FULTON EAST (1973)
 AA8361
 AA8361                         *CURRENT SURVEY CONTROL
 AA8361  ___________________________________________________________________
 AA8361* NAD 83(1992)-  31 50 39.85345(N)    087 44 54.23361(W)     ADJUSTED  
 AA8361* NAVD 88     -        89.7    (meters)     294.     (feet)  VERTCON   
 AA8361  ___________________________________________________________________
 AA8361  X           -     213,066.665 (meters)                     COMP
 AA8361  Y           -  -5,419,046.962 (meters)                     COMP
 AA8361  Z           -   3,345,820.154 (meters)                     COMP
 AA8361  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 AA8361  ELLIP HEIGHT-          62.16  (meters)          (07/29/02) GPS OBS
 AA8361  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AA8361
 AA8361  HORZ ORDER  -  FIRST
 AA8361  ELLP ORDER  -  FOURTH    CLASS I
 AA8361
 AA8361.The horizontal coordinates were established by GPS observations
 AA8361.and adjusted by the National Geodetic Survey in September 1995..
 AA8361
 AA8361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8361
 AA8361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8361
 AA8361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8361
 AA8361.The ellipsoidal height was determined by GPS observations
 AA8361.and is referenced to NAD 83.
 AA8361
 AA8361.The geoid height was determined by GEOID03.
 AA8361
 AA8361;                    North         East     Units Scale Factor Converg.
 AA8361;SPC AL W     -   204,498.931   576,490.054   MT  0.99994015   -0 07 51.8
 AA8361;UTM  16      - 3,523,433.243   429,189.771   MT  0.99966184   -0 23 41.6
 AA8361
 AA8361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8361!SPC AL W     -   0.99999024  x   0.99994015  =   0.99993039
 AA8361!UTM  16      -   0.99999024  x   0.99966184  =   0.99965208
 AA8361
 AA8361:                Primary Azimuth Mark                     Grid Az
 AA8361:SPC AL W     -  13 17                                    001 49 06.0
 AA8361:UTM  16      -  13 17                                    002 04 55.8
 AA8361
 AA8361|---------------------------------------------------------------------|
 AA8361| PID    Reference Object                     Distance      Geod. Az  |
 AA8361|                                                           dddmmss.s |
 AA8361| AA8362 13 17                               465.057 METERS 0014114.2 |
 AA8361|---------------------------------------------------------------------|
 AA8361
 AA8361                          SUPERSEDED SURVEY CONTROL
 AA8361
 AA8361  ELLIP H (09/29/95)   62.20   (m)                       GP(       ) 3 2
 AA8361  NGVD 29 (09/29/95)   89.7    (m)          294.     (f) GPS OBS        
 AA8361
 AA8361.Superseded values are not recommended for survey control.
 AA8361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8361.See file dsdata.txt to determine how the superseded data were derived.
 AA8361
 AA8361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA2919023433(NAD 83)
 AA8361_MARKER: DD = SURVEY DISK
 AA8361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8361_STAMPING: 13-16 1994
 AA8361_MARK LOGO: ALHD  
 AA8361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8361+STABILITY: SURFACE MOTION
 AA8361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8361+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8361
 AA8361  HISTORY     - Date     Condition        Report By
 AA8361  HISTORY     - 1994     MONUMENTED       ALHD
 AA8361
 AA8361                          STATION DESCRIPTION
 AA8361
 AA8361'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8361'THE STATION IS LOCATED IN CLARKE COUNTY ON THE EAST RIGHT OF WAY OF
 AA8361'U.S. 43, ABOUT 4.15 MI (6.68 KM) NORTH-NORTHWEST OF FULTON AND ABOUT
 AA8361'4.65 MI (7.48 KM) SOUTH OF THOMASVILLE. TO REACH THE STATION FROM THE
 AA8361'JUNCTION OF U.S. 43 AND ALA 178 (MILE POST 86.75 ON U.S. 43 AND MILE
 AA8361'POST 0.00 ON ALA 178) IN FULTON, DRIVE NORTH ON U.S. 43 FOR 3.60 MI
 AA8361'(5.79 KM) TO MILE POST 90.35 AND THE STATION ON THE RIGHT. THE STATION
 AA8361'IS 5.0 FT (1.5 M) WEST OF A FOUR STRAND BARBED WIRE FENCE ON OLD
 AA8361'TREATED WOOD POSTS, 19.1 FT (5.8 M) NORTH-NORTHWEST OF THE NORTH CROSS
 AA8361'TIE POST OF A METAL GATE, 25.0 FT (7.6 M) NORTH OF THE CENTER OF A
 AA8361'FIELD ROAD, 32.2 FT (9.8 M) NORTH-NORTHWEST OF THE SOUTH CROSS TIE
 AA8361'POST OF A METAL GATE, 41.3 FT (12.6 M) EAST-NORTHEAST OF THE NORTH END
 AA8361'OF A TWENTY FOUR-INCH CONCRETE PIPE UNDER A FIELD ROAD, 96.5 FT (29.4
 AA8361'M) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF U.S. 43, 4.9 FT
 AA8361'(1.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8361'GROUND. STATION 13-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8362 ***********************************************************************
 AA8362  DESIGNATION -  13 17
 AA8362  PID         -  AA8362
 AA8362  STATE/COUNTY-  AL/CLARKE
 AA8362  USGS QUAD   -  FULTON EAST (1973)
 AA8362
 AA8362                         *CURRENT SURVEY CONTROL
 AA8362  ___________________________________________________________________
 AA8362* NAD 83(1992)-  31 50 54.94561(N)    087 44 53.71278(W)     ADJUSTED  
 AA8362* NAVD 88     -        92.0    (meters)     302.     (feet)  VERTCON   
 AA8362  ___________________________________________________________________
 AA8362  X           -     213,070.785 (meters)                     COMP
 AA8362  Y           -  -5,418,803.208 (meters)                     COMP
 AA8362  Z           -   3,346,216.202 (meters)                     COMP
 AA8362  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AA8362  ELLIP HEIGHT-          64.37  (meters)          (07/29/02) GPS OBS
 AA8362  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AA8362
 AA8362  HORZ ORDER  -  FIRST
 AA8362  ELLP ORDER  -  FOURTH    CLASS I
 AA8362
 AA8362.The horizontal coordinates were established by GPS observations
 AA8362.and adjusted by the National Geodetic Survey in September 1995..
 AA8362
 AA8362.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8362.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8362
 AA8362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8362
 AA8362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8362
 AA8362.The ellipsoidal height was determined by GPS observations
 AA8362.and is referenced to NAD 83.
 AA8362
 AA8362.The geoid height was determined by GEOID03.
 AA8362
 AA8362;                    North         East     Units Scale Factor Converg.
 AA8362;SPC AL W     -   204,963.726   576,504.810   MT  0.99994014   -0 07 51.6
 AA8362;UTM  16      - 3,523,897.836   429,206.662   MT  0.99966181   -0 23 41.5
 AA8362
 AA8362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8362!SPC AL W     -   0.99998989  x   0.99994014  =   0.99993003
 AA8362!UTM  16      -   0.99998989  x   0.99966181  =   0.99965171
 AA8362
 AA8362:                Primary Azimuth Mark                     Grid Az
 AA8362:SPC AL W     -  13 16                                    181 49 06.0
 AA8362:UTM  16      -  13 16                                    182 04 55.9
 AA8362
 AA8362|---------------------------------------------------------------------|
 AA8362| PID    Reference Object                     Distance      Geod. Az  |
 AA8362|                                                           dddmmss.s |
 AA8362| AA8361 13 16                               465.057 METERS 1814114.4 |
 AA8362|---------------------------------------------------------------------|
 AA8362
 AA8362                          SUPERSEDED SURVEY CONTROL
 AA8362
 AA8362  ELLIP H (09/29/95)   64.42   (m)                       GP(       ) 3 2
 AA8362  NGVD 29 (09/29/95)   91.9    (m)          302.     (f) GPS OBS        
 AA8362
 AA8362.Superseded values are not recommended for survey control.
 AA8362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8362.See file dsdata.txt to determine how the superseded data were derived.
 AA8362
 AA8362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA2920723898(NAD 83)
 AA8362_MARKER: DD = SURVEY DISK
 AA8362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8362_STAMPING: 13-17 1994
 AA8362_MARK LOGO: ALHD  
 AA8362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8362+STABILITY: SURFACE MOTION
 AA8362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8362+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8362
 AA8362  HISTORY     - Date     Condition        Report By
 AA8362  HISTORY     - 1994     MONUMENTED       ALHD
 AA8362
 AA8362                          STATION DESCRIPTION
 AA8362
 AA8362'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8362'THE STATION IS LOCATED IN CLARKE COUNTY ON THE EAST RIGHT OF WAY OF
 AA8362'U.S. 43, ABOUT 4.45 MI (7.16 KM) NORTH-NORTHWEST OF FULTON AND ABOUT
 AA8362'4.35 MI (7.00 KM) SOUTH OF THOMASVILLE. TO REACH THE STATION FROM THE
 AA8362'JUNCTION OF U.S. 43 AND ALA 178 (MILE POST 86.75 ON U.S. 43 AND MILE
 AA8362'POST 0.00 ON ALA 178) IN FULTON, DRIVE NORTH ON U.S. 43 FOR 3.90 MI
 AA8362'(6.28 KM) TO MILE POST 90.65 AND THE STATION ON THE RIGHT. THE STATION
 AA8362'IS 5.0 FT (1.5 M) WEST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED
 AA8362'WOOD POSTS, 85.2 FT (26.0 M) EAST OF THE CENTERLINE OF THE NORTH BOUND
 AA8362'LANES OF U.S. 43, 182.0 FT (55.5 M) SOUTH OF A POWER POLE EAST OF A
 AA8362'POWER LINE CROSSING, 223.0 FT (68.0 M) SOUTH OF THE NORTHWEST CORNER
 AA8362'OF THE FENCE, 235.0 FT (71.6 M) SOUTH OF THE CENTER OF A GRAVEL
 AA8362'DRIVEWAY, 4.8 FT (1.5 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA8362'FLUSH WITH THE GROUND. STATION 13-16 1994 MAY BE USED AS AN AZIMUTH
 AA8362'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8363 ***********************************************************************
 AA8363  DESIGNATION -  13 18
 AA8363  PID         -  AA8363
 AA8363  STATE/COUNTY-  AL/CLARKE
 AA8363  USGS QUAD   -  WOODS BLUFF (1972)
 AA8363
 AA8363                         *CURRENT SURVEY CONTROL
 AA8363  ___________________________________________________________________
 AA8363* NAD 83(1992)-  31 53 07.82162(N)    088 03 27.36007(W)     ADJUSTED  
 AA8363* NAVD 88     -        94.4    (meters)     310.     (feet)  VERTCON   
 AA8363  ___________________________________________________________________
 AA8363  X           -     183,737.918 (meters)                     COMP
 AA8363  Y           -  -5,417,717.259 (meters)                     COMP
 AA8363  Z           -   3,349,693.469 (meters)                     COMP
 AA8363  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AA8363  ELLIP HEIGHT-          66.95  (meters)          (07/29/02) GPS OBS
 AA8363  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AA8363
 AA8363  HORZ ORDER  -  FIRST
 AA8363  ELLP ORDER  -  FOURTH    CLASS I
 AA8363
 AA8363.The horizontal coordinates were established by GPS observations
 AA8363.and adjusted by the National Geodetic Survey in September 1995..
 AA8363
 AA8363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8363
 AA8363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8363
 AA8363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8363
 AA8363.The ellipsoidal height was determined by GPS observations
 AA8363.and is referenced to NAD 83.
 AA8363
 AA8363.The geoid height was determined by GEOID03.
 AA8363
 AA8363;                    North         East     Units Scale Factor Converg.
 AA8363;SPC AL W     -   209,164.932   547,248.399   MT  0.99996764   -0 17 40.4
 AA8363;UTM  16      - 3,528,232.669   399,977.560   MT  0.99972338   -0 33 31.3
 AA8363
 AA8363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8363!SPC AL W     -   0.99998949  x   0.99996764  =   0.99995713
 AA8363!UTM  16      -   0.99998949  x   0.99972338  =   0.99971287
 AA8363
 AA8363:                Primary Azimuth Mark                     Grid Az
 AA8363:SPC AL W     -  13 19                                    053 24 33.1
 AA8363:UTM  16      -  13 19                                    053 40 24.0
 AA8363
 AA8363|---------------------------------------------------------------------|
 AA8363| PID    Reference Object                     Distance      Geod. Az  |
 AA8363|                                                           dddmmss.s |
 AA8363| AA8364 13 19                               453.973 METERS 0530652.7 |
 AA8363|---------------------------------------------------------------------|
 AA8363
 AA8363                          SUPERSEDED SURVEY CONTROL
 AA8363
 AA8363  ELLIP H (09/29/95)   66.99   (m)                       GP(       ) 3 2
 AA8363  NGVD 29 (09/29/95)   94.4    (m)          310.     (f) GPS OBS        
 AA8363
 AA8363.Superseded values are not recommended for survey control.
 AA8363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8363.See file dsdata.txt to determine how the superseded data were derived.
 AA8363
 AA8363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA9997828233(NAD 83)
 AA8363_MARKER: DD = SURVEY DISK
 AA8363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8363_STAMPING: 13-18 1994
 AA8363_MARK LOGO: ALHD  
 AA8363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8363+STABILITY: SURFACE MOTION
 AA8363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8363+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8363
 AA8363  HISTORY     - Date     Condition        Report By
 AA8363  HISTORY     - 1994     MONUMENTED       ALHD
 AA8363
 AA8363                          STATION DESCRIPTION
 AA8363
 AA8363'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8363'THE STATION IS LOCATED IN CLARKE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8363'OF ALA 69, ABOUT 9.00 MI (14.48 KM) NORTH-NORTHEAST OF COFFEEVILLE AND
 AA8363'ABOUT 18.60 MI (29.93 KM) WEST-SOUTHWEST OF THOMASVILLE. TO REACH THE
 AA8363'STATION FROM THE JUNCTION OF ALA 69 AND ALA 154 (MILE POST 24.90 ON
 AA8363'ALA 69 AND MILE POST 0.00 ON ALA 154) IN THE NORTHEAST CORNER OF
 AA8363'COFFEEVILLE, DRIVE NORTH ON ALA 69 FOR 8.40 MI (13.52 KM) TO MILE POST
 AA8363'33.30 AND THE STATION ON THE RIGHT. THE STATION IS 42.5 FT (13.0 M)
 AA8363'SOUTHEAST OF THE CENTERLINE OF ALA 69, 106.0 FT (32.3 M)
 AA8363'EAST-NORTHEAST OF THE CENTER OF THE INTERSECTION OF ALA 69 AND A
 AA8363'GRAVEL ROAD LEADING NORTHWEST, 140.4 FT (42.8 M) EAST-NORTHEAST OF A
 AA8363'STOP SIGN ACROSS THE ROAD, 161.5 FT (49.2 M) EAST OF TELEPHONE CABLE
 AA8363'PEDESTAL NO. 2 95 ACROSS THE ROAD, 180.0 FT (54.9 M) EAST-NORTHEAST OF
 AA8363'A JUNCTION POWER POLE WITH TWO TRANSFORMERS AND TWO GUY WIRES ACROSS
 AA8363'THE ROAD, 2.4 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA8363'SET FLUSH WITH THE GROUND. STATION 13-19 1994 MAY BE USED AS AN
 AA8363'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8364 ***********************************************************************
 AA8364  DESIGNATION -  13 19
 AA8364  PID         -  AA8364
 AA8364  STATE/COUNTY-  AL/CLARKE
 AA8364  USGS QUAD   -  WOODS BLUFF (1972)
 AA8364
 AA8364                         *CURRENT SURVEY CONTROL
 AA8364  ___________________________________________________________________
 AA8364* NAD 83(1992)-  31 53 16.66784(N)    088 03 13.54327(W)     ADJUSTED  
 AA8364* NAVD 88     -        89.6    (meters)     294.     (feet)  VERTCON   
 AA8364  ___________________________________________________________________
 AA8364  X           -     184,095.801 (meters)                     COMP
 AA8364  Y           -  -5,417,557.023 (meters)                     COMP
 AA8364  Z           -   3,349,922.299 (meters)                     COMP
 AA8364  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AA8364  ELLIP HEIGHT-          62.16  (meters)          (07/29/02) GPS OBS
 AA8364  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AA8364
 AA8364  HORZ ORDER  -  FIRST
 AA8364  ELLP ORDER  -  FOURTH    CLASS I
 AA8364
 AA8364.The horizontal coordinates were established by GPS observations
 AA8364.and adjusted by the National Geodetic Survey in September 1995..
 AA8364
 AA8364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8364
 AA8364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8364
 AA8364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8364
 AA8364.The ellipsoidal height was determined by GPS observations
 AA8364.and is referenced to NAD 83.
 AA8364
 AA8364.The geoid height was determined by GEOID03.
 AA8364
 AA8364;                    North         East     Units Scale Factor Converg.
 AA8364;SPC AL W     -   209,435.535   547,612.888   MT  0.99996717   -0 17 33.1
 AA8364;UTM  16      - 3,528,501.523   400,343.203   MT  0.99972248   -0 33 24.1
 AA8364
 AA8364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8364!SPC AL W     -   0.99999024  x   0.99996717  =   0.99995741
 AA8364!UTM  16      -   0.99999024  x   0.99972248  =   0.99971272
 AA8364
 AA8364:                Primary Azimuth Mark                     Grid Az
 AA8364:SPC AL W     -  13 18                                    233 24 33.1
 AA8364:UTM  16      -  13 18                                    233 40 24.1
 AA8364
 AA8364|---------------------------------------------------------------------|
 AA8364| PID    Reference Object                     Distance      Geod. Az  |
 AA8364|                                                           dddmmss.s |
 AA8364| AA8363 13 18                               453.973 METERS 2330700.0 |
 AA8364|---------------------------------------------------------------------|
 AA8364
 AA8364                          SUPERSEDED SURVEY CONTROL
 AA8364
 AA8364  ELLIP H (09/29/95)   62.20   (m)                       GP(       ) 3 2
 AA8364  NGVD 29 (09/29/95)   89.6    (m)          294.     (f) GPS OBS        
 AA8364
 AA8364.Superseded values are not recommended for survey control.
 AA8364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8364.See file dsdata.txt to determine how the superseded data were derived.
 AA8364
 AA8364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA0034328502(NAD 83)
 AA8364_MARKER: DD = SURVEY DISK
 AA8364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8364_STAMPING: 13-19 1994
 AA8364_MARK LOGO: ALHD  
 AA8364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8364+STABILITY: SURFACE MOTION
 AA8364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8364+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8364
 AA8364  HISTORY     - Date     Condition        Report By
 AA8364  HISTORY     - 1994     MONUMENTED       ALHD
 AA8364
 AA8364                          STATION DESCRIPTION
 AA8364
 AA8364'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8364'THE STATION IS LOCATED IN CLARKE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8364'OF ALA 69, ABOUT 9.20 MI (14.81 KM) NORTH-NORTHEAST OF COFFEEVILLE AND
 AA8364'ABOUT 18.40 MI (29.61 KM) WEST-SOUTHWEST OF THOMASVILLE. TO REACH THE
 AA8364'STATION FROM THE JUNCTION OF ALA 69 AND ALA 154 (MILE POST 24.90 ON
 AA8364'ALA 69 AND MILE POST 0.00 ON ALA 154) IN THE NORTHEAST CORNER OF
 AA8364'COFFEEVILLE, DRIVE NORTH ON ALA 69 FOR 8.70 MI (14.00 KM) TO MILE POST
 AA8364'33.60 AND THE STATION ON THE RIGHT. THE STATION IS 42.0 FT (12.8 M)
 AA8364'SOUTHEAST OF THE CENTERLINE OF ALA 69, 65.5 FT (20.0 M) NORTHEAST OF
 AA8364'THE CENTER OF A WOODS ROAD, 154.1 FT (47.0 M) SOUTH OF A POWER POLE ON
 AA8364'THE SIDE OF A BACKSLOPE ACROSS THE ROAD, 2.4 FT (0.7 M) NORTHWEST OF A
 AA8364'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-18
 AA8364'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2080 ***********************************************************************
 BU2080  DESIGNATION -  13 2
 BU2080  PID         -  BU2080
 BU2080  STATE/COUNTY-  AL/CLARKE
 BU2080  USGS QUAD   -  ALMA (1983)
 BU2080
 BU2080                         *CURRENT SURVEY CONTROL
 BU2080  ___________________________________________________________________
 BU2080* NAD 83(1992)-  31 27 26.45277(N)    087 47 54.91211(W)     ADJUSTED  
 BU2080* NAVD 88     -       100.7    (meters)     330.     (feet)  VERTCON   
 BU2080  ___________________________________________________________________
 BU2080  X           -     209,185.162 (meters)                     COMP
 BU2080  Y           -  -5,441,744.399 (meters)                     COMP
 BU2080  Z           -   3,309,291.752 (meters)                     COMP
 BU2080  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BU2080  ELLIP HEIGHT-          72.67  (meters)          (07/29/02) GPS OBS
 BU2080  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BU2080
 BU2080  HORZ ORDER  -  FIRST
 BU2080  ELLP ORDER  -  FOURTH    CLASS I
 BU2080
 BU2080.The horizontal coordinates were established by GPS observations
 BU2080.and adjusted by the National Geodetic Survey in December 1992..
 BU2080
 BU2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2080
 BU2080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2080
 BU2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2080
 BU2080.The ellipsoidal height was determined by GPS observations
 BU2080.and is referenced to NAD 83.
 BU2080
 BU2080.The geoid height was determined by GEOID03.
 BU2080
 BU2080;                    North         East     Units Scale Factor Converg.
 BU2080;SPC AL W     -   161,596.472   571,622.534   MT  0.99994326   -0 09 21.0
 BU2080;UTM  16      - 3,480,565.330   424,127.224   MT  0.99967100   -0 25 00.4
 BU2080
 BU2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2080!SPC AL W     -   0.99998859  x   0.99994326  =   0.99993185
 BU2080!UTM  16      -   0.99998859  x   0.99967100  =   0.99965959
 BU2080
 BU2080                          SUPERSEDED SURVEY CONTROL
 BU2080
 BU2080  ELLIP H (12/04/92)   72.73   (m)                       GP(       ) 4 1
 BU2080  NAD 83(1986)-  31 27 26.47094(N)    087 47 54.91650(W) AD(       ) 1
 BU2080  NGVD 29 (12/04/92)  100.7    (m)          330.     (f) GPS OBS        
 BU2080
 BU2080.Superseded values are not recommended for survey control.
 BU2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2080.See file dsdata.txt to determine how the superseded data were derived.
 BU2080
 BU2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2412780565(NAD 83)
 BU2080_MARKER: DD = SURVEY DISK
 BU2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2080_SP_SET: CONCRETE POST
 BU2080_STAMPING: 13-2 1990
 BU2080_MARK LOGO: ALHD  
 BU2080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2080+STABILITY: SURFACE MOTION
 BU2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2080+SATELLITE: SATELLITE OBSERVATIONS - September 19, 1991
 BU2080
 BU2080  HISTORY     - Date     Condition        Report By
 BU2080  HISTORY     - 1990     MONUMENTED       ALHD
 BU2080  HISTORY     - 19910919 GOOD
 BU2080
 BU2080                          STATION DESCRIPTION
 BU2080
 BU2080'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2080'THE STATION IS LOCATED IN CLARKE COUNTY ON THE RIGHT OF WAY OF A HIGH
 BU2080'VOLTAGE POWER LINE, ABOUT 10.72 KM (6.66 MI) SOUTHEAST OF JACKSON AND
 BU2080'ABOUT 27.90 KM (17.34 MI) SOUTH OF GROVE HILL.
 BU2080'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 SOUTH AND ALA 177
 BU2080'NORTH (0.97 KMNORTH OF THE TOMBIGBEE RIVER BRIDGE ON U. S. 43) IN
 BU2080'JACKSON, DRIVE SOUTHEAST, EAST, AND NORTHEAST ON ALA 177 4.35 KM
 BU2080'(2.70 MI) TO MILE POST 2.70 AND CLARKE COUNTY ROAD NO. 15 ON THE
 BU2080'RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 15 AND DRIVE
 BU2080'SOUTHEASTERLY 0.97 KM (0.60 MI) TO A RAILROAD GRADE CROSSING,
 BU2080'CONTINUE SOUTHEASTERLY 1.69 KM (1.05 MI) TO CLARKE COUNTY ROAD NO. 2
 BU2080'ON THE LEFT, TURN LEFT ON CLARKE COUNTY ROAD NO. 2 AND DRIVE EASTERLY
 BU2080'6.76 KM (4.20 MI) TO CLARKE COUNTY ROAD NO. 41 ON THE LEFT, CONTINUE
 BU2080'EASTERLY ON CLARKE COUNTY ROAD NO. 2 3.86 KM (2.40 MI) TO A GRAVEL
 BU2080'PIT ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL PIT ROAD AND DRIVE
 BU2080'SOUTHWESTERLY 0.08 KM (0.05 MI) TO A Y INTERSECTION, BEAR RIGHT AND
 BU2080'DRIVE WESTERLY 0.08 KM (0.05 MI) TO A HIGH VOLTAGE POWER LINE AND A
 BU2080'TRACK ROAD RIGHT UP A STEEP SLOPE, TURN RIGHT ON THE TRACK ROAD AND
 BU2080'DRIVE NORTHWESTERLY 0.08 KM (0.05 MI) TO THE STATION UNDER THE POWER
 BU2080'LINE ON TOP OF A HILL.
 BU2080'THE STATION IS 7.01 M (23.00 FT) NORTH - NORTHEAST OF THE NORTH EDGE
 BU2080'OF A 15 FOOT BANK OF A GRAVEL PIT, 22.01 M (72.21 FT) EAST OF THE
 BU2080'NORTH POLE OF HIGH LINE BENT NO. 35, 22.71 M (74.51 FT) WEST -
 BU2080'NORTHWEST OF THE SOUTH POLE OF HIGH LINE BENT NO. 416, 0.67 M
 BU2080'(2.20 FT) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2080'GROUND.
 BU2080'STATION 13 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2080
 BU2080                          STATION RECOVERY (1991)
 BU2080
 BU2080'RECOVERED 1991
 BU2080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8365 ***********************************************************************
 AA8365  DESIGNATION -  13 20
 AA8365  PID         -  AA8365
 AA8365  STATE/COUNTY-  AL/CLARKE
 AA8365  USGS QUAD   -  WINN (1981)
 AA8365
 AA8365                         *CURRENT SURVEY CONTROL
 AA8365  ___________________________________________________________________
 AA8365* NAD 83(1992)-  31 44 25.52579(N)    087 58 46.22635(W)     ADJUSTED  
 AA8365* NAVD 88     -        85.3    (meters)     280.     (feet)  VERTCON   
 AA8365  ___________________________________________________________________
 AA8365  X           -     191,420.673 (meters)                     COMP
 AA8365  Y           -  -5,425,929.083 (meters)                     COMP
 AA8365  Z           -   3,336,017.956 (meters)                     COMP
 AA8365  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AA8365  ELLIP HEIGHT-          57.68  (meters)          (07/29/02) GPS OBS
 AA8365  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA8365
 AA8365  HORZ ORDER  -  FIRST
 AA8365  ELLP ORDER  -  FOURTH    CLASS I
 AA8365
 AA8365.The horizontal coordinates were established by GPS observations
 AA8365.and adjusted by the National Geodetic Survey in September 1995..
 AA8365
 AA8365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8365
 AA8365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8365
 AA8365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8365
 AA8365.The ellipsoidal height was determined by GPS observations
 AA8365.and is referenced to NAD 83.
 AA8365
 AA8365.The geoid height was determined by GEOID03.
 AA8365
 AA8365;                    North         East     Units Scale Factor Converg.
 AA8365;SPC AL W     -   193,043.206   554,565.451   MT  0.99995878   -0 15 08.1
 AA8365;UTM  16      - 3,512,081.463   407,218.561   MT  0.99970617   -0 30 55.2
 AA8365
 AA8365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8365!SPC AL W     -   0.99999094  x   0.99995878  =   0.99994972
 AA8365!UTM  16      -   0.99999094  x   0.99970617  =   0.99969712
 AA8365
 AA8365                          SUPERSEDED SURVEY CONTROL
 AA8365
 AA8365  ELLIP H (09/29/95)   57.72   (m)                       GP(       ) 3 2
 AA8365  NGVD 29 (09/29/95)   85.3    (m)          280.     (f) GPS OBS        
 AA8365
 AA8365.Superseded values are not recommended for survey control.
 AA8365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8365.See file dsdata.txt to determine how the superseded data were derived.
 AA8365
 AA8365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA0721912081(NAD 83)
 AA8365_MARKER: DD = SURVEY DISK
 AA8365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8365_STAMPING: 13-20 1994
 AA8365_MARK LOGO: ALHD  
 AA8365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8365+STABILITY: SURFACE MOTION
 AA8365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8365+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8365
 AA8365  HISTORY     - Date     Condition        Report By
 AA8365  HISTORY     - 1994     MONUMENTED       ALHD
 AA8365
 AA8365                          STATION DESCRIPTION
 AA8365
 AA8365'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8365'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF A
 AA8365'GRAVEL ROAD, ABOUT 6.50 MI (10.46 KM) EAST OF COFFEEVILLE AND ABOUT
 AA8365'12.15 MI (19.55 KM) WEST OF GROVE HILL. TO REACH THE STATION FROM THE
 AA8365'JUNCTION OF U.S. 84 AND ALA 69 SOUTH (MILE POST 23.70 ON U.S. 84 AND
 AA8365'MILE POST 22.50 ON ALA 69) IN COFFEEVILLE, DRIVE EAST ON U.S. 84 FOR
 AA8365'6.65 MI (10.70 KM) TO MILE POST 30.35 AND A GRAVEL ROAD ON THE LEFT,
 AA8365'TURN LEFT ON THE GRAVEL ROAD AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO
 AA8365'THE STATION ON THE LEFT. THE STATION IS 18.0 FT (5.5 M) WEST-SOUTHWEST
 AA8365'OF THE CENTER OF THE GRAVEL ROAD, 2.9 FT (0.9 M) EAST-NORTHEAST OF A
 AA8365'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-21
 AA8365'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8366 ***********************************************************************
 AA8366  DESIGNATION -  13 21
 AA8366  PID         -  AA8366
 AA8366  STATE/COUNTY-  AL/CLARKE
 AA8366  USGS QUAD   -  WINN (1981)
 AA8366
 AA8366                         *CURRENT SURVEY CONTROL
 AA8366  ___________________________________________________________________
 AA8366* NAD 83(1992)-  31 44 38.73643(N)    087 58 04.70415(W)     ADJUSTED  
 AA8366* NAVD 88     -        86.0    (meters)     282.     (feet)  VERTCON   
 AA8366  ___________________________________________________________________
 AA8366  X           -     192,505.366 (meters)                     COMP
 AA8366  Y           -  -5,425,677.048 (meters)                     COMP
 AA8366  Z           -   3,336,364.329 (meters)                     COMP
 AA8366  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA8366  ELLIP HEIGHT-          58.32  (meters)          (07/29/02) GPS OBS
 AA8366  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA8366
 AA8366  HORZ ORDER  -  FIRST
 AA8366  ELLP ORDER  -  FOURTH    CLASS I
 AA8366
 AA8366.The horizontal coordinates were established by GPS observations
 AA8366.and adjusted by the National Geodetic Survey in September 1995..
 AA8366
 AA8366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8366
 AA8366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8366
 AA8366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8366
 AA8366.The ellipsoidal height was determined by GPS observations
 AA8366.and is referenced to NAD 83.
 AA8366
 AA8366.The geoid height was determined by GEOID03.
 AA8366
 AA8366;                    North         East     Units Scale Factor Converg.
 AA8366;SPC AL W     -   193,445.328   555,660.082   MT  0.99995757   -0 14 46.4
 AA8366;UTM  16      - 3,512,478.454   408,314.749   MT  0.99970367   -0 30 33.5
 AA8366
 AA8366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8366!SPC AL W     -   0.99999084  x   0.99995757  =   0.99994841
 AA8366!UTM  16      -   0.99999084  x   0.99970367  =   0.99969452
 AA8366
 AA8366                          SUPERSEDED SURVEY CONTROL
 AA8366
 AA8366  ELLIP H (09/29/95)   58.36   (m)                       GP(       ) 3 2
 AA8366  NGVD 29 (09/29/95)   86.0    (m)          282.     (f) GPS OBS        
 AA8366
 AA8366.Superseded values are not recommended for survey control.
 AA8366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8366.See file dsdata.txt to determine how the superseded data were derived.
 AA8366
 AA8366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA0831512478(NAD 83)
 AA8366_MARKER: DD = SURVEY DISK
 AA8366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8366_STAMPING: 13-21 1994
 AA8366_MARK LOGO: ALHD  
 AA8366_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8366+STABILITY: SURFACE MOTION
 AA8366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8366+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8366
 AA8366  HISTORY     - Date     Condition        Report By
 AA8366  HISTORY     - 1994     MONUMENTED       ALHD
 AA8366
 AA8366                          STATION DESCRIPTION
 AA8366
 AA8366'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8366'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8366'CLARKE COUNTY ROAD NO. 21, ABOUT 7.10 MI (11.43 KM) EAST OF
 AA8366'COFFEEVILLE AND ABOUT 11.50 MI (18.51 KM) WEST OF GROVE HILL. TO REACH
 AA8366'THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 69 SOUTH (MILE POST
 AA8366'23.70 ON U.S. 84 AND MILE POST 22.50 ON ALA 69) IN COFFEEVILLE, DRIVE
 AA8366'EAST ON U.S. 84 FOR 7.55 MI (12.15 KM) TO MILE POST 31.25 AND CLARKE
 AA8366'COUNTY ROAD NO. 21 ON THE LEFT, TURN LEFT ON CLARKE COUNTY ROAD NO. 21
 AA8366'AND DRIVE NORTH FOR 0.60 MI (0.97 KM) TO THE STATION ON THE LEFT. THE
 AA8366'STATION IS 32.8 FT (10.0 M) WEST OF THE CENTER OF CLARKE COUNTY ROAD
 AA8366'NO. 21, 56.4 FT (17.2 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 4 40
 AA8366'1/2, 72.3 FT (22.0 M) WEST OF AN ANGLE POWER POLE WITH ONE GUY WIRE
 AA8366'ACROSS THE ROAD, 133.0 FT (40.5 M) SOUTH-SOUTHWEST OF A SCHOOL BUS
 AA8366'STOP AHEAD SIGN ACROSS THE ROAD, 2.0 FT (0.6 M) EAST OF A CARSONITE
 AA8366'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-20 1994 MAY BE
 AA8366'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8367 ***********************************************************************
 AA8367  DESIGNATION -  13 22
 AA8367  PID         -  AA8367
 AA8367  STATE/COUNTY-  AL/CLARKE
 AA8367  USGS QUAD   -  COFFEEVILLE (1981)
 AA8367
 AA8367                         *CURRENT SURVEY CONTROL
 AA8367  ___________________________________________________________________
 AA8367* NAD 83(1992)-  31 45 25.30370(N)    088 05 23.31226(W)     ADJUSTED  
 AA8367* NAVD 88     -        54.5    (meters)     179.     (feet)  VERTCON   
 AA8367  ___________________________________________________________________
 AA8367  X           -     180,941.559 (meters)                     COMP
 AA8367  Y           -  -5,425,293.148 (meters)                     COMP
 AA8367  Z           -   3,337,567.502 (meters)                     COMP
 AA8367  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AA8367  ELLIP HEIGHT-          26.98  (meters)          (07/29/02) GPS OBS
 AA8367  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AA8367
 AA8367  HORZ ORDER  -  FIRST
 AA8367  ELLP ORDER  -  FOURTH    CLASS I
 AA8367
 AA8367.The horizontal coordinates were established by GPS observations
 AA8367.and adjusted by the National Geodetic Survey in September 1995..
 AA8367
 AA8367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8367
 AA8367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8367
 AA8367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8367
 AA8367.The ellipsoidal height was determined by GPS observations
 AA8367.and is referenced to NAD 83.
 AA8367
 AA8367.The geoid height was determined by GEOID03.
 AA8367
 AA8367;                    North         East     Units Scale Factor Converg.
 AA8367;SPC AL W     -   194,935.636   544,123.910   MT  0.99997183   -0 18 37.6
 AA8367;UTM  16      - 3,514,021.348   396,788.394   MT  0.99973138   -0 34 25.1
 AA8367
 AA8367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8367!SPC AL W     -   0.99999576  x   0.99997183  =   0.99996759
 AA8367!UTM  16      -   0.99999576  x   0.99973138  =   0.99972714
 AA8367
 AA8367:                Primary Azimuth Mark                     Grid Az
 AA8367:SPC AL W     -  13 23                                    106 05 35.1
 AA8367:UTM  16      -  13 23                                    106 21 22.6
 AA8367
 AA8367|---------------------------------------------------------------------|
 AA8367| PID    Reference Object                     Distance      Geod. Az  |
 AA8367|                                                           dddmmss.s |
 AA8367| AA8368 13 23                               APPROX. 0.5 KM 1054657.5 |
 AA8367|---------------------------------------------------------------------|
 AA8367
 AA8367                          SUPERSEDED SURVEY CONTROL
 AA8367
 AA8367  ELLIP H (09/29/95)   27.02   (m)                       GP(       ) 3 2
 AA8367  NGVD 29 (09/29/95)   54.5    (m)          179.     (f) GPS OBS        
 AA8367
 AA8367.Superseded values are not recommended for survey control.
 AA8367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8367.See file dsdata.txt to determine how the superseded data were derived.
 AA8367
 AA8367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA9678814021(NAD 83)
 AA8367_MARKER: DD = SURVEY DISK
 AA8367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8367_STAMPING: 13-22 1994
 AA8367_MARK LOGO: ALHD  
 AA8367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8367+STABILITY: SURFACE MOTION
 AA8367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8367+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8367
 AA8367  HISTORY     - Date     Condition        Report By
 AA8367  HISTORY     - 1994     MONUMENTED       ALHD
 AA8367
 AA8367                          STATION DESCRIPTION
 AA8367
 AA8367'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8367'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8367'U.S. 84 IN COFFEEVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA8367'84 AND ALA 69 NORTH (MILE POST 23.35 ON U.S. 84 AND MILE POST 22.80 ON
 AA8367'ALA 69) IN COFFEEVILLE, DRIVE WEST ON U.S. 84 FOR 107.0 FT (32.6 M) TO
 AA8367'THE STATION ON THE RIGHT. THE STATION IS LOCATED IN THE EAST END OF A
 AA8367'GRASSED TRAFFIC ISLAND IN FRONT OF AN ECON SERVICE STATION IN THE
 AA8367'NORTHWEST QUADRANT OF THE INTERSECTION OF U.S. 84 AND ALA 69 NORTH,
 AA8367'3.5 FT (1.1 M) SOUTH OF THE NORTH CONCRETE CURB OF THE GRASSED TRAFFIC
 AA8367'ISLAND, 14.0 FT (4.3 M) NORTH OF THE SOUTH CONCRETE CURB OF THE
 AA8367'GRASSED TRAFFIC ISLAND, 30.5 FT (9.3 M) NORTH OF THE CENTERLINE OF
 AA8367'U.S. 84, 42.2 FT (12.9 M) EAST-NORTHEAST OF A U.S. 84 WEST SIGN, 45.0
 AA8367'FT (13.7 M) SOUTH OF THE EAST END OF A CONCRETE GAS PUMP ISLAND, 48.7
 AA8367'FT (14.8 M) SOUTH-SOUTHEAST OF THE WEST END OF A CONCRETE GAS PUMP
 AA8367'ISLAND, 67.2 FT (20.5 M) EAST OF THE WEST END OF THE GRASSED TRAFFIC
 AA8367'ISLAND, 77.1 FT (23.5 M) SOUTH OF THE SOUTHEAST CORNER OF THE CONCRETE
 AA8367'BLOCK AND GLASS SERVICE STATION BUILDING, 96.1 FT (29.3 M) SOUTHEAST
 AA8367'OF THE SOUTHWEST CORNER OF THE CONCRETE BLOCK SERVICE STATION
 AA8367'BUILDING, 107.0 FT (32.6 M) WEST OF THE CENTERLINE OF ALA 69 NORTH,
 AA8367'2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA8367'THE GROUND. STATION 13-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8367'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8368 ***********************************************************************
 AA8368  DESIGNATION -  13 23
 AA8368  PID         -  AA8368
 AA8368  STATE/COUNTY-  AL/CLARKE
 AA8368  USGS QUAD   -  COFFEEVILLE (1981)
 AA8368
 AA8368                         *CURRENT SURVEY CONTROL
 AA8368  ___________________________________________________________________
 AA8368* NAD 83(1992)-  31 45 20.81801(N)    088 05 04.73978(W)     ADJUSTED  
 AA8368* NAVD 88     -        55.9    (meters)     183.     (feet)  GPS OBS   
 AA8368  ___________________________________________________________________
 AA8368  X           -     181,432.528 (meters)                     COMP
 AA8368  Y           -  -5,425,350.580 (meters)                     COMP
 AA8368  Z           -   3,337,450.686 (meters)                     COMP
 AA8368  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA8368  ELLIP HEIGHT-          28.24  (meters)          (08/29/05) GPS OBS
 AA8368  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AA8368
 AA8368  HORZ ORDER  -  A
 AA8368  ELLP ORDER  -  FOURTH    CLASS I
 AA8368
 AA8368.The horizontal coordinates were established by GPS observations
 AA8368.and adjusted by the National Geodetic Survey in August 2005..
 AA8368
 AA8368.The orthometric height was determined by GPS observations and a
 AA8368.high-resolution geoid model.
 AA8368
 AA8368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8368
 AA8368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8368
 AA8368.The ellipsoidal height was determined by GPS observations
 AA8368.and is referenced to NAD 83.
 AA8368
 AA8368.The geoid height was determined by GEOID03.
 AA8368
 AA8368;                    North         East     Units Scale Factor Converg.
 AA8368;SPC AL W     -   194,794.843   544,611.921   MT  0.99997116   -0 18 27.8
 AA8368;UTM  16      - 3,513,878.349   397,275.635   MT  0.99973014   -0 34 15.2
 AA8368
 AA8368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8368!SPC AL W     -   0.99999557  x   0.99997116  =   0.99996673
 AA8368!UTM  16      -   0.99999557  x   0.99973014  =   0.99972571
 AA8368
 AA8368:                Primary Azimuth Mark                     Grid Az
 AA8368:SPC AL W     -  13 22                                    286 05 35.1
 AA8368:UTM  16      -  13 22                                    286 21 22.5
 AA8368
 AA8368|---------------------------------------------------------------------|
 AA8368| PID    Reference Object                     Distance      Geod. Az  |
 AA8368|                                                           dddmmss.s |
 AA8368| AA8367 13 22                               APPROX. 0.5 KM 2854707.3 |
 AA8368|---------------------------------------------------------------------|
 AA8368
 AA8368                          SUPERSEDED SURVEY CONTROL
 AA8368
 AA8368  ELLIP H (07/29/02)   28.18   (m)                       GP(       ) 4 1
 AA8368  NAD 83(1992)-  31 45 20.81781(N)    088 05 04.73769(W) AD(       ) 1
 AA8368  ELLIP H (09/29/95)   28.22   (m)                       GP(       ) 3 2
 AA8368  NGVD 29 (09/29/95)   55.7    (m)          183.     (f) GPS OBS        
 AA8368
 AA8368.Superseded values are not recommended for survey control.
 AA8368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8368.See file dsdata.txt to determine how the superseded data were derived.
 AA8368
 AA8368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA9727613878(NAD 83)
 AA8368_MARKER: DD = SURVEY DISK
 AA8368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8368_STAMPING: 13-23 1994
 AA8368_MARK LOGO: ALHD  
 AA8368_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8368+STABILITY: SURFACE MOTION
 AA8368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8368+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA8368
 AA8368  HISTORY     - Date     Condition        Report By
 AA8368  HISTORY     - 1994     MONUMENTED       ALHD
 AA8368  HISTORY     - 20040412 GOOD             ALHD
 AA8368  HISTORY     - 20040624 GOOD             ALDOT
 AA8368
 AA8368                          STATION DESCRIPTION
 AA8368
 AA8368'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8368'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8368'U.S. 84 IN COFFEEVILLE. THE STATION IS LOCATED IN THE NORTHWEST
 AA8368'QUADRANT OF THE INTERSECTION OF U.S. 84, ALA 69 SOUTH, AND RIVER
 AA8368'STREET (MILE POST 23.70 ON U.S. 84 AND MILE POST 22.50 ON ALA 69) IN
 AA8368'COFFEEVILLE. THE STATION IS LOCATED IN THE NORTH CORNER OF A GRASSED
 AA8368'TRAFFIC ISLAND IN THE NORTHWEST QUADRANT OF THE INTERSECTION OF U.S.
 AA8368'84, ALA 69 SOUTH, AND RIVER STREET ACROSS U.S. 84 FROM ALA 69 SOUTH,
 AA8368'17.7 FT (5.4 M) SOUTH OF THE NORTH CORNER OF THE GRASSED TRAFFIC
 AA8368'ISLAND, 21.1 FT (6.4 M) SOUTHEAST OF THE CENTER OF A TURN LANE, 24.6
 AA8368'FT (7.5 M) WEST-SOUTHWEST OF THE CENTER OF RIVER STREET, 39.6 FT (12.1
 AA8368'M) NORTHWEST OF A STOP SIGN, 40.2 FT (12.3 M) NORTHWEST OF A U.S. HWY
 AA8368'84 - RIVER ST E SIGN, 45.5 FT (13.9 M) EAST-NORTHEAST OF THE SOUTHWEST
 AA8368'CORNER OF THE GRASSED TRAFFIC ISLAND, 50.1 FT (15.3 M) NORTH OF THE
 AA8368'CENTERLINE OF U.S. 84, 50.5 FT (15.4 M) NORTHWEST OF THE SOUTHEAST
 AA8368'CORNER OF THE GRASSED TRAFFIC ISLAND, 65.5 FT (20.0 M) SOUTHEAST OF
 AA8368'JUNCTION POWER AND CABLE POLE NO. 121634 19, 2.0 FT (0.6 M)
 AA8368'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8368'GROUND. STATION 13-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA8368
 AA8368                          STATION RECOVERY (2004)
 AA8368
 AA8368'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA8368'RECOVERED IN GOOD CONDITION.
 AA8368
 AA8368                          STATION RECOVERY (2004)
 AA8368
 AA8368'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (BW)
 AA8368'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8369 ***********************************************************************
 AA8369  DESIGNATION -  13 24
 AA8369  PID         -  AA8369
 AA8369  STATE/COUNTY-  AL/CLARKE
 AA8369  USGS QUAD   -  WINN (1981)
 AA8369
 AA8369                         *CURRENT SURVEY CONTROL
 AA8369  ___________________________________________________________________
 AA8369* NAD 83(1992)-  31 42 51.13293(N)    087 53 25.58158(W)     ADJUSTED  
 AA8369* NAVD 88     -        62.6    (meters)     205.     (feet)  VERTCON   
 AA8369  ___________________________________________________________________
 AA8369  X           -     199,910.773 (meters)                     COMP
 AA8369  Y           -  -5,427,133.465 (meters)                     COMP
 AA8369  Z           -   3,333,533.067 (meters)                     COMP
 AA8369  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AA8369  ELLIP HEIGHT-          34.88  (meters)          (07/29/02) GPS OBS
 AA8369  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AA8369
 AA8369  HORZ ORDER  -  FIRST
 AA8369  ELLP ORDER  -  FOURTH    CLASS I
 AA8369
 AA8369.The horizontal coordinates were established by GPS observations
 AA8369.and adjusted by the National Geodetic Survey in September 1995..
 AA8369
 AA8369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8369
 AA8369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8369
 AA8369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8369
 AA8369.The ellipsoidal height was determined by GPS observations
 AA8369.and is referenced to NAD 83.
 AA8369
 AA8369.The geoid height was determined by GEOID03.
 AA8369
 AA8369;                    North         East     Units Scale Factor Converg.
 AA8369;SPC AL W     -   190,102.310   562,994.519   MT  0.99995022   -0 12 18.9
 AA8369;UTM  16      - 3,509,102.679   415,631.875   MT  0.99968779   -0 28 05.2
 AA8369
 AA8369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8369!SPC AL W     -   0.99999452  x   0.99995022  =   0.99994474
 AA8369!UTM  16      -   0.99999452  x   0.99968779  =   0.99968231
 AA8369
 AA8369|---------------------------------------------------------------------|
 AA8369| PID    Reference Object                     Distance      Geod. Az  |
 AA8369|                                                           dddmmss.s |
 AA8369| AA8370 13 25                               397.695 METERS 14543     |
 AA8369|---------------------------------------------------------------------|
 AA8369
 AA8369                          SUPERSEDED SURVEY CONTROL
 AA8369
 AA8369  ELLIP H (09/29/95)   34.92   (m)                       GP(       ) 3 2
 AA8369  NGVD 29 (09/29/95)   62.6    (m)          205.     (f) GPS OBS        
 AA8369
 AA8369.Superseded values are not recommended for survey control.
 AA8369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8369.See file dsdata.txt to determine how the superseded data were derived.
 AA8369
 AA8369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA1563209103(NAD 83)
 AA8369_MARKER: DD = SURVEY DISK
 AA8369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8369_STAMPING: 13-24 1994
 AA8369_MARK LOGO: ALHD  
 AA8369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8369+STABILITY: SURFACE MOTION
 AA8369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8369+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8369
 AA8369  HISTORY     - Date     Condition        Report By
 AA8369  HISTORY     - 1994     MONUMENTED       ALHD
 AA8369
 AA8369                          STATION DESCRIPTION
 AA8369
 AA8369'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8369'THE STATION IS LOCATED IN CLARKE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA8369'OF U.S. 84, ABOUT 6.80 MI (10.94 KM) WEST OF GROVE HILL AND ABOUT
 AA8369'11.85 MI (19.07 KM) EAST-SOUTHEAST OF COFFEEVILLE. TO REACH THE
 AA8369'STAITON FROM THE JUNCTION OF U.S. 84 AND ALA 69 SOUTH (MILE POST 23.70
 AA8369'ON U.S. 84 AND MILE POST 22.50 ON ALA 69) IN COFFEEVILLE, DRIVE EAST
 AA8369'ON U.S. 84 FOR 12.30 MI (19.79 KM) TO MILE POST 36.00 AND THE STATION
 AA8369'ON THE RIGHT. THE STATION IS 45.4 FT (13.8 M) WEST OF MILE POST 36,
 AA8369'62.8 FT (19.1 M) SOUTHWEST OF THE CENTERLINE OF U.S. 84, 160.5 FT
 AA8369'(48.9 M) WEST-NORTHWEST OF A POWER POLE, 198.4 FT (60.5 M)
 AA8369'WEST-NORTHWEST OF THE SOUTHWEST END OF THE SOUTHWEST WING WALL OF A
 AA8369'FOUR BARRELL BRIDGE CULVERT, 2.4 FT (0.7 M) NORTHEAST OF A CARSONITE
 AA8369'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-25 1994 MAY BE
 AA8369'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8370 ***********************************************************************
 AA8370  DESIGNATION -  13 25
 AA8370  PID         -  AA8370
 AA8370  STATE/COUNTY-  AL/CLARKE
 AA8370  USGS QUAD   -  WINN (1981)
 AA8370
 AA8370                         *CURRENT SURVEY CONTROL
 AA8370  ___________________________________________________________________
 AA8370* NAD 83(1992)-  31 42 40.46362(N)    087 53 17.07452(W)     ADJUSTED  
 AA8370* NAVD 88     -        85.5    (meters)     281.     (feet)  VERTCON   
 AA8370  ___________________________________________________________________
 AA8370  X           -     200,141.692 (meters)                     COMP
 AA8370  Y           -  -5,427,317.360 (meters)                     COMP
 AA8370  Z           -   3,333,265.579 (meters)                     COMP
 AA8370  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AA8370  ELLIP HEIGHT-          57.84  (meters)          (07/29/02) GPS OBS
 AA8370  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AA8370
 AA8370  HORZ ORDER  -  FIRST
 AA8370  ELLP ORDER  -  FOURTH    CLASS I
 AA8370
 AA8370.The horizontal coordinates were established by GPS observations
 AA8370.and adjusted by the National Geodetic Survey in September 1995..
 AA8370
 AA8370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8370
 AA8370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8370
 AA8370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8370
 AA8370.The ellipsoidal height was determined by GPS observations
 AA8370.and is referenced to NAD 83.
 AA8370
 AA8370.The geoid height was determined by GEOID03.
 AA8370
 AA8370;                    North         East     Units Scale Factor Converg.
 AA8370;SPC AL W     -   189,772.908   563,217.321   MT  0.99995001   -0 12 14.4
 AA8370;UTM  16      - 3,508,772.345   415,853.105   MT  0.99968733   -0 28 00.6
 AA8370
 AA8370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8370!SPC AL W     -   0.99999092  x   0.99995001  =   0.99994093
 AA8370!UTM  16      -   0.99999092  x   0.99968733  =   0.99967825
 AA8370
 AA8370|---------------------------------------------------------------------|
 AA8370| PID    Reference Object                     Distance      Geod. Az  |
 AA8370|                                                           dddmmss.s |
 AA8370| AA8369 13 24                               397.695 METERS 32543     |
 AA8370|---------------------------------------------------------------------|
 AA8370
 AA8370                          SUPERSEDED SURVEY CONTROL
 AA8370
 AA8370  ELLIP H (09/29/95)   57.88   (m)                       GP(       ) 3 2
 AA8370  NGVD 29 (09/29/95)   85.5    (m)          281.     (f) GPS OBS        
 AA8370
 AA8370.Superseded values are not recommended for survey control.
 AA8370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8370.See file dsdata.txt to determine how the superseded data were derived.
 AA8370
 AA8370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA1585308772(NAD 83)
 AA8370_MARKER: DD = SURVEY DISK
 AA8370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8370_STAMPING: 13-25 1994
 AA8370_MARK LOGO: ALHD  
 AA8370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8370+STABILITY: SURFACE MOTION
 AA8370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8370+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8370
 AA8370  HISTORY     - Date     Condition        Report By
 AA8370  HISTORY     - 1994     MONUMENTED       ALHD
 AA8370
 AA8370                          STATION DESCRIPTION
 AA8370
 AA8370'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8370'THE STATION IS LOCATED IN CLARKE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA8370'OF U.S. 84, ABOUT 6.60 MI (10.62 KM) WEST OF GROVE HILL AND ABOUT
 AA8370'12.10 MI (19.47 KM) EAST-SOUTHEAST OF COFFEEVILLE. TO REACH THE
 AA8370'STAITON FROM THE JUNCTION OF U.S. 84 AND ALA 69 SOUTH (MILE POST 23.70
 AA8370'ON U.S. 84 AND MILE POST 22.50 ON ALA 69) IN COFFEEVILLE, DRIVE EAST
 AA8370'ON U.S. 84 FOR 12.55 MI (20.20 KM) TO MILE POST 36.25 AND THE STATION
 AA8370'ON THE RIGHT. THE STATION IS 16.5 FT (5.0 M) SOUTHWEST OF THE CREST OF
 AA8370'A 15 FT (4.6 M) BACKSLOPE, 30.9 FT (9.4 M) NORTHEAST OF THE NORTHEAST
 AA8370'END OF A WHITE METAL GATE, 47.0 FT (14.3 M) NORTHEAST OF THE CENTER OF
 AA8370'A GRAVEL WOODS ROAD, 68.7 FT (20.9 M) SOUTHWEST OF THE CENTERLINE OF
 AA8370'U.S. 84, 2.1 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA8370'FLUSH WITH THE GROUND. STATION 13-24 1994 MAY BE USED AS AN AZIMUTH
 AA8370'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8371 ***********************************************************************
 AA8371  DESIGNATION -  13 26
 AA8371  PID         -  AA8371
 AA8371  STATE/COUNTY-  AL/CLARKE
 AA8371  USGS QUAD   -  LOWER PEACH TREE (1973)
 AA8371
 AA8371                         *CURRENT SURVEY CONTROL
 AA8371  ___________________________________________________________________
 AA8371* NAD 83(1992)-  31 45 24.18180(N)    087 32 03.47587(W)     ADJUSTED  
 AA8371* NAVD 88     -        24.3    (meters)      80.     (feet)  VERTCON   
 AA8371  ___________________________________________________________________
 AA8371  X           -     233,532.717 (meters)                     COMP
 AA8371  Y           -  -5,423,276.034 (meters)                     COMP
 AA8371  Z           -   3,337,522.009 (meters)                     COMP
 AA8371  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AA8371  ELLIP HEIGHT-          -3.63  (meters)          (07/29/02) GPS OBS
 AA8371  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA8371
 AA8371  HORZ ORDER  -  FIRST
 AA8371  ELLP ORDER  -  FOURTH    CLASS I
 AA8371
 AA8371.The horizontal coordinates were established by GPS observations
 AA8371.and adjusted by the National Geodetic Survey in September 1995..
 AA8371
 AA8371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8371
 AA8371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8371
 AA8371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8371
 AA8371.The ellipsoidal height was determined by GPS observations
 AA8371.and is referenced to NAD 83.
 AA8371
 AA8371.The geoid height was determined by GEOID03.
 AA8371
 AA8371;                    North         East     Units Scale Factor Converg.
 AA8371;SPC AL W     -   194,750.224   596,750.682   MT  0.99993346   -0 01 05.0
 AA8371;UTM  16      - 3,513,594.320   449,399.487   MT  0.99963158   -0 16 52.4
 AA8371
 AA8371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8371!SPC AL W     -   1.00000057  x   0.99993346  =   0.99993403
 AA8371!UTM  16      -   1.00000057  x   0.99963158  =   0.99963215
 AA8371
 AA8371                          SUPERSEDED SURVEY CONTROL
 AA8371
 AA8371  ELLIP H (09/29/95)   -3.59   (m)                       GP(       ) 3 2
 AA8371  NGVD 29 (09/29/95)   24.2    (m)           79.     (f) GPS OBS        
 AA8371
 AA8371.Superseded values are not recommended for survey control.
 AA8371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8371.See file dsdata.txt to determine how the superseded data were derived.
 AA8371
 AA8371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA4939913594(NAD 83)
 AA8371_MARKER: DD = SURVEY DISK
 AA8371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8371_STAMPING: 13-26 1994
 AA8371_MARK LOGO: ALHD  
 AA8371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8371+STABILITY: SURFACE MOTION
 AA8371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8371+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8371
 AA8371  HISTORY     - Date     Condition        Report By
 AA8371  HISTORY     - 1994     MONUMENTED       ALHD
 AA8371
 AA8371                          STATION DESCRIPTION
 AA8371
 AA8371'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8371'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA8371'OF CLARKE COUNTY ROAD NO. 1, ABOUT 11.50 MI (18.51 KM) EAST-SOUTHEAST
 AA8371'OF FULTON AND ABOUT 14.45 MI (23.25 KM) EAST-NORTHEAST OF GROVE HILL.
 AA8371'TO REACH THE STATION FROM THE JUNCTION OF ALA 5 AND ALA 10 (MILE POST
 AA8371'11.05 ON ALA 5 AND MILE POST 59.80 ON ALA 10) IN PINE HILL, DRIVE
 AA8371'SOUTHWEST ON ALA 5 FOR 4.70 MI (7.56 KM) TO MILE POST 6.35 AND WILCOX
 AA8371'COUNTY ROAD NO. 1 ON THE LEFT, TURN LEFT ON WILCOX COUNTY ROAD NO. 1
 AA8371'AND DRIVE SOUTHEAST FOR 11.60 MI (18.67 KM) TO WILCOX COUNTY ROAD NO.
 AA8371'35 LEFT AND RIGHT AT A CROSS ROAD IN LOWER PEACH TREE, CONTINUE SOUTH
 AA8371'ON WILCOX COUNTY ROAD NO. 1 FOR 0.95 MI (1.53 KM) TO THE WILCOX -
 AA8371'CLARKE COUNTY LINE, CONTINUE SOUTH ON CLARKE COUNTY ROAD NO. 1 FOR
 AA8371'5.35 MI (8.61 KM) TO THE STATION ON THE LEFT. THE STATION IS 35.0 FT
 AA8371'(10.7 M) NORTHEAST OF THE CENTERLINE OF CLARKE COUNTY ROAD NO. 1, 79.5
 AA8371'FT (24.2 M) NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER, 173.7 FT
 AA8371'(52.9 M) NORTH-NORTHWEST OF A POWER POLE ACROSS THE ROAD, 181.3 FT
 AA8371'(55.3 M) EAST-SOUTHEAST OF TRANSFORMER POWER POLE NO. 512577 ACROSS
 AA8371'THE ROAD, 2.1 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 AA8371'SET FLUSH WITH THE GROUND. STATION 13-27 1994 MAY BE USED AS AN
 AA8371'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8372 ***********************************************************************
 AA8372  DESIGNATION -  13 27
 AA8372  PID         -  AA8372
 AA8372  STATE/COUNTY-  AL/CLARKE
 AA8372  USGS QUAD   -  LOWER PEACH TREE (1973)
 AA8372
 AA8372                         *CURRENT SURVEY CONTROL
 AA8372  ___________________________________________________________________
 AA8372* NAD 83(1992)-  31 45 45.17657(N)    087 32 09.72600(W)     ADJUSTED  
 AA8372* NAVD 88     -        28.9    (meters)      95.     (feet)  VERTCON   
 AA8372  ___________________________________________________________________
 AA8372  X           -     233,353.920 (meters)                     COMP
 AA8372  Y           -  -5,422,946.985 (meters)                     COMP
 AA8372  Z           -   3,338,074.273 (meters)                     COMP
 AA8372  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AA8372  ELLIP HEIGHT-           1.00  (meters)          (07/29/02) GPS OBS
 AA8372  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA8372
 AA8372  HORZ ORDER  -  FIRST
 AA8372  ELLP ORDER  -  FOURTH    CLASS I
 AA8372
 AA8372.The horizontal coordinates were established by GPS observations
 AA8372.and adjusted by the National Geodetic Survey in September 1995..
 AA8372
 AA8372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8372
 AA8372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8372
 AA8372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8372
 AA8372.The ellipsoidal height was determined by GPS observations
 AA8372.and is referenced to NAD 83.
 AA8372
 AA8372.The geoid height was determined by GEOID03.
 AA8372
 AA8372;                    North         East     Units Scale Factor Converg.
 AA8372;SPC AL W     -   195,396.888   596,586.421   MT  0.99993348   -0 01 08.3
 AA8372;UTM  16      - 3,514,241.537   449,238.247   MT  0.99963178   -0 16 55.8
 AA8372
 AA8372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8372!SPC AL W     -   0.99999984  x   0.99993348  =   0.99993332
 AA8372!UTM  16      -   0.99999984  x   0.99963178  =   0.99963162
 AA8372
 AA8372                          SUPERSEDED SURVEY CONTROL
 AA8372
 AA8372  ELLIP H (09/29/95)    1.04   (m)                       GP(       ) 3 2
 AA8372  NGVD 29 (09/29/95)   28.8    (m)           94.     (f) GPS OBS        
 AA8372
 AA8372.Superseded values are not recommended for survey control.
 AA8372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8372.See file dsdata.txt to determine how the superseded data were derived.
 AA8372
 AA8372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA4923814242(NAD 83)
 AA8372_MARKER: DD = SURVEY DISK
 AA8372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8372_STAMPING: 13-27 1994
 AA8372_MARK LOGO: ALHD  
 AA8372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8372+STABILITY: SURFACE MOTION
 AA8372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8372+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8372
 AA8372  HISTORY     - Date     Condition        Report By
 AA8372  HISTORY     - 1994     MONUMENTED       ALHD
 AA8372
 AA8372                          STATION DESCRIPTION
 AA8372
 AA8372'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8372'THE STATION IS LOCATED IN CLARKE COUNTY ON THE EAST RIGHT OF WAY OF
 AA8372'CLARKE COUNTY ROAD NO. 1, ABOUT 11.30 MI (18.19 KM) EAST-SOUTHEAST OF
 AA8372'FULTON AND ABOUT 14.40 MI (23.17 KM) EAST-NORTHEAST OF GROVE HILL. TO
 AA8372'REACH THE STATION FROM THE JUNCTION OF ALA 5 AND ALA 10 (MILE POST
 AA8372'11.05 ON ALA 5 AND MILE POST 59.80 ON ALA 10) IN PINE HILL, DRIVE
 AA8372'SOUTHWEST ON ALA 5 FOR 4.70 MI (7.56 KM) TO MILE POST 6.35 AND WILCOX
 AA8372'COUNTY ROAD NO. 1 ON THE LEFT, TURN LEFT ON WILCOX COUNTY ROAD NO. 1
 AA8372'AND DRIVE SOUTHEAST FOR 11.60 MI (18.67 KM) TO WILCOX COUNTY ROAD NO.
 AA8372'35 LEFT AND RIGHT AT A CROSS ROAD IN LOWER PEACH TREE, CONTINUE SOUTH
 AA8372'ON WILCOX COUNTY ROAD NO. 1 FOR 0.95 MI (1.53 KM) TO THE WILCOX -
 AA8372'CLARKE COUNTY LINE, CONTINUE SOUTH ON CLARKE COUNTY ROAD NO. 1 FOR
 AA8372'4.90 MI (7.89 KM) TO THE STATION ON THE LEFT. THE STATION IS 40.0 FT
 AA8372'(12.2 M) EAST OF THE CENTERLINE OF CLARKE COUNTY ROAD NO. 1, 94.7 FT
 AA8372'(28.9 M) SOUTH OF A GRAPHIC CURVE SIGN, 197.3 FT (60.1 M)
 AA8372'SOUTH-SOUTHEAST OF A POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD,
 AA8372'205.7 FT (62.7 M) SOUTH-SOUTHEAST OF A BURIED CABLE WARNING SIGN
 AA8372'ACROSS THE ROAD, 251.6 FT (76.7 M) NORTH-NORTHEAST OF POWER POLE NO.
 AA8372'69 ACROSS THE ROAD, 285.7 FT (87.1 M) SOUTH OF TELEPHONE CABLE
 AA8372'PEDESTAL NO. 514 ACROSS THE ROAD, 297.7 FT (90.7 M) NORTH-NORTHEAST OF
 AA8372'A BURIED CABLE WARNING SIGN ACROSS THE ROAD, 1.8 FT (0.5 M)
 AA8372'WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8372'GROUND. STATION 13-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8373 ***********************************************************************
 AA8373  DESIGNATION -  13 28
 AA8373  PID         -  AA8373
 AA8373  STATE/COUNTY-  AL/CLARKE
 AA8373  USGS QUAD   -  FULTON EAST (1973)
 AA8373
 AA8373                         *CURRENT SURVEY CONTROL
 AA8373  ___________________________________________________________________
 AA8373* NAD 83(1992)-  31 45 32.22520(N)    087 38 44.53726(W)     ADJUSTED  
 AA8373* NAVD 88     -       156.6    (meters)     514.     (feet)  VERTCON   
 AA8373  ___________________________________________________________________
 AA8373  X           -     222,986.533 (meters)                     COMP
 AA8373  Y           -  -5,423,702.136 (meters)                     COMP
 AA8373  Z           -   3,337,802.395 (meters)                     COMP
 AA8373  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 AA8373  ELLIP HEIGHT-         128.86  (meters)          (07/29/02) GPS OBS
 AA8373  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AA8373
 AA8373  HORZ ORDER  -  FIRST
 AA8373  ELLP ORDER  -  FOURTH    CLASS I
 AA8373
 AA8373.The horizontal coordinates were established by GPS observations
 AA8373.and adjusted by the National Geodetic Survey in September 1995..
 AA8373
 AA8373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8373
 AA8373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8373
 AA8373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8373
 AA8373.The ellipsoidal height was determined by GPS observations
 AA8373.and is referenced to NAD 83.
 AA8373
 AA8373.The geoid height was determined by GEOID03.
 AA8373
 AA8373;                    North         East     Units Scale Factor Converg.
 AA8373;SPC AL W     -   195,006.676   586,196.912   MT  0.99993568   -0 04 36.1
 AA8373;UTM  16      - 3,513,899.155   438,850.127   MT  0.99964612   -0 20 23.6
 AA8373
 AA8373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8373!SPC AL W     -   0.99997977  x   0.99993568  =   0.99991545
 AA8373!UTM  16      -   0.99997977  x   0.99964612  =   0.99962589
 AA8373
 AA8373|---------------------------------------------------------------------|
 AA8373| PID    Reference Object                     Distance      Geod. Az  |
 AA8373|                                                           dddmmss.s |
 AA8373| AA8374 13 29                               290.107 METERS 05601     |
 AA8373|---------------------------------------------------------------------|
 AA8373
 AA8373                          SUPERSEDED SURVEY CONTROL
 AA8373
 AA8373  ELLIP H (09/29/95)  128.90   (m)                       GP(       ) 3 2
 AA8373  NGVD 29 (09/29/95)  156.6    (m)          514.     (f) GPS OBS        
 AA8373
 AA8373.Superseded values are not recommended for survey control.
 AA8373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8373.See file dsdata.txt to determine how the superseded data were derived.
 AA8373
 AA8373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA3885013899(NAD 83)
 AA8373_MARKER: DD = SURVEY DISK
 AA8373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8373_STAMPING: 13-28 1994
 AA8373_MARK LOGO: ALHD  
 AA8373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8373+STABILITY: SURFACE MOTION
 AA8373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8373+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8373
 AA8373  HISTORY     - Date     Condition        Report By
 AA8373  HISTORY     - 1994     MONUMENTED       ALHD
 AA8373
 AA8373                          STATION DESCRIPTION
 AA8373
 AA8373'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8373'THE STATION IS LOCATED IN CLARKE COUNTY ON THE EAST RIGHT OF WAY OF A
 AA8373'GRAVEL ROAD, ABOUT 5.20 MI (8.37 KM) SOUTHEAST OF FULTON AND ABOUT
 AA8373'8.20 MI (13.20 KM) NORTHEAST OF GROVE HILL. TO REACH THE STATION FROM
 AA8373'THE JUNCTION OF U.S. 43 AND U.S 84 EAST (MILE POST 44.20 ON U.S. 84
 AA8373'AND MILE POST 79.70 ON U.S. 43) AT A TRAFFIC LIGHT IN GROVE HILL,
 AA8373'DRIVE EAST ON U.S. 84 FOR 7.95 MI (12.79 KM) TO MILE POST 52.15 AND
 AA8373'CLARKE COUNTY ROAD NO. 35 ON THE LEFT, TURN LEFT ON CLARKE COUNTY ROAD
 AA8373'NO. 35 AND DRIVE NORTH FOR 10.15 MI (16.33 KM) TO A GRAVEL ROAD ON THE
 AA8373'LEFT AT SALEM BAPTIST CHURCH, TURN SHARP LEFT ON THE GRAVEL ROAD AND
 AA8373'DRIVE SOUTHWEST FOR 0.30 MI (0.48 KM) TO THE STATION ON THE LEFT. THE
 AA8373'STATION IS 2.7 FT (0.8 M) WEST-NORTHWEST OF A FOUR STRAND BARBED WIRE
 AA8373'FENCE ON WOOD AND STEEL POSTS, 17.5 FT (5.3 M) EAST-SOUTHEAST OF THE
 AA8373'CENTER OF THE GRAVEL ROAD, 46.3 FT (14.1 M) SOUTHEAST OF THE NORTH END
 AA8373'OF A HOG WIRE FENCE ACROSS THE ROAD, 55.9 FT (17.0 M) NORTH-NORTHEAST
 AA8373'OF A JUNCTION POWER POLE, 56.0 FT (17.1 M) NORTH-NORTHEAST OF
 AA8373'TELEPHONE CABLE PEDESTAL NO. P 8, 2.7 FT (0.8 M) NORTHWEST OF A
 AA8373'CARSONITE WITNESS POST, AND SET 0.33 FT (10.06 CM) UNDERGROUND.
 AA8373'STATION 13-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8374 ***********************************************************************
 AA8374  DESIGNATION -  13 29
 AA8374  PID         -  AA8374
 AA8374  STATE/COUNTY-  AL/CLARKE
 AA8374  USGS QUAD   -  FULTON EAST (1973)
 AA8374
 AA8374                         *CURRENT SURVEY CONTROL
 AA8374  ___________________________________________________________________
 AA8374* NAD 83(1992)-  31 45 37.48967(N)    087 38 35.39614(W)     ADJUSTED  
 AA8374* NAVD 88     -       153.5    (meters)     504.     (feet)  VERTCON   
 AA8374  ___________________________________________________________________
 AA8374  X           -     223,223.278 (meters)                     COMP
 AA8374  Y           -  -5,423,604.336 (meters)                     COMP
 AA8374  Z           -   3,337,938.636 (meters)                     COMP
 AA8374  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 AA8374  ELLIP HEIGHT-         125.76  (meters)          (07/29/02) GPS OBS
 AA8374  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AA8374
 AA8374  HORZ ORDER  -  FIRST
 AA8374  ELLP ORDER  -  FOURTH    CLASS I
 AA8374
 AA8374.The horizontal coordinates were established by GPS observations
 AA8374.and adjusted by the National Geodetic Survey in September 1995..
 AA8374
 AA8374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8374
 AA8374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8374
 AA8374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8374
 AA8374.The ellipsoidal height was determined by GPS observations
 AA8374.and is referenced to NAD 83.
 AA8374
 AA8374.The geoid height was determined by GEOID03.
 AA8374
 AA8374;                    North         East     Units Scale Factor Converg.
 AA8374;SPC AL W     -   195,168.496   586,437.672   MT  0.99993560   -0 04 31.3
 AA8374;UTM  16      - 3,514,059.820   439,091.558   MT  0.99964575   -0 20 18.8
 AA8374
 AA8374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8374!SPC AL W     -   0.99998025  x   0.99993560  =   0.99991585
 AA8374!UTM  16      -   0.99998025  x   0.99964575  =   0.99962601
 AA8374
 AA8374|---------------------------------------------------------------------|
 AA8374| PID    Reference Object                     Distance      Geod. Az  |
 AA8374|                                                           dddmmss.s |
 AA8374| AA8373 13 28                               290.107 METERS 23601     |
 AA8374|---------------------------------------------------------------------|
 AA8374
 AA8374                          SUPERSEDED SURVEY CONTROL
 AA8374
 AA8374  ELLIP H (09/29/95)  125.81   (m)                       GP(       ) 3 2
 AA8374  NGVD 29 (09/29/95)  153.5    (m)          504.     (f) GPS OBS        
 AA8374
 AA8374.Superseded values are not recommended for survey control.
 AA8374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8374.See file dsdata.txt to determine how the superseded data were derived.
 AA8374
 AA8374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA3909214060(NAD 83)
 AA8374_MARKER: DD = SURVEY DISK
 AA8374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8374_STAMPING: 13-29 1994
 AA8374_MARK LOGO: ALHD  
 AA8374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8374+STABILITY: SURFACE MOTION
 AA8374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8374+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8374
 AA8374  HISTORY     - Date     Condition        Report By
 AA8374  HISTORY     - 1994     MONUMENTED       ALHD
 AA8374
 AA8374                          STATION DESCRIPTION
 AA8374
 AA8374'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8374'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8374'CLARKE COUNTY ROAD NO. 35, ABOUT 5.25 MI (8.45 KM) SOUTHEAST OF FULTON
 AA8374'AND ABOUT 8.40 MI (13.52 KM) NORTHEAST OF GROVE HILL. TO REACH THE
 AA8374'STATION FROM THE JUNCTION OF U.S. 43 AND U.S 84 EAST (MILE POST 44.20
 AA8374'ON U.S. 84 AND MILE POST 79.70 ON U.S. 43) AT A TRAFFIC LIGHT IN GROVE
 AA8374'HILL, DRIVE EAST ON U.S. 84 FOR 7.95 MI (12.79 KM) TO MILE POST 52.15
 AA8374'AND CLARKE COUNTY ROAD NO. 35 ON THE LEFT, TURN LEFT ON CLARKE COUNTY
 AA8374'ROAD NO. 35 AND DRIVE NORTH FOR 10.05 MI (16.17 KM) TO THE STATION ON
 AA8374'THE LEFT. THE STATION IS 3.0 FT (0.9 M) EAST OF A FOUR STRAND BARBED
 AA8374'WIRE FENCE ON TREATED WOOD POSTS, 10.8 FT (3.3 M) SOUTH OF THE
 AA8374'SOUTHEAST CROSS TIE FENCE CORNER POST, 25.7 FT (7.8 M) WEST OF THE
 AA8374'CENTER OF CLARKE COUNTY ROAD NO. 35, 52.3 FT (15.9 M) WEST-SOUTHWEST
 AA8374'OF A GRAPHIC SIDE ROAD LEFT SIGN ACROSS THE ROAD, 92.7 FT (28.3 M)
 AA8374'SOUTH OF JUNCTION POWER POLE NO. 5 - 3017 29 - 2, 93.0 FT (28.3 M)
 AA8374'SOUTH OF TELEPHONE CABLE PEDESTAL NO. P 29 - 1, 104.6 FT (31.9 M)
 AA8374'NORTH OF THE NORTH POST OF A METAL GATE, 3.0 FT (0.9 M) EAST OF A
 AA8374'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-28
 AA8374'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1848 ***********************************************************************
 BV1848  DESIGNATION -  13 3
 BV1848  PID         -  BV1848
 BV1848  STATE/COUNTY-  AL/CLARKE
 BV1848  USGS QUAD   -  COFFEEVILLE (1981)
 BV1848
 BV1848                         *CURRENT SURVEY CONTROL
 BV1848  ___________________________________________________________________
 BV1848* NAD 83(1992)-  31 49 01.71986(N)    088 02 09.37152(W)     ADJUSTED  
 BV1848* NAVD 88     -        99.3    (meters)     326.     (feet)  VERTCON   
 BV1848  ___________________________________________________________________
 BV1848  X           -     185,923.579 (meters)                     COMP
 BV1848  Y           -  -5,421,649.398 (meters)                     COMP
 BV1848  Z           -   3,343,257.149 (meters)                     COMP
 BV1848  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BV1848  ELLIP HEIGHT-          71.77  (meters)          (07/29/02) GPS OBS
 BV1848  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BV1848
 BV1848  HORZ ORDER  -  FIRST
 BV1848  ELLP ORDER  -  FOURTH    CLASS I
 BV1848
 BV1848.The horizontal coordinates were established by GPS observations
 BV1848.and adjusted by the National Geodetic Survey in December 1992..
 BV1848
 BV1848.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1848
 BV1848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1848
 BV1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1848
 BV1848.The ellipsoidal height was determined by GPS observations
 BV1848.and is referenced to NAD 83.
 BV1848
 BV1848.The geoid height was determined by GEOID03.
 BV1848
 BV1848;                    North         East     Units Scale Factor Converg.
 BV1848;SPC AL W     -   201,574.736   549,260.478   MT  0.99996507   -0 16 57.2
 BV1848;UTM  16      - 3,520,635.151   401,954.172   MT  0.99971856   -0 32 46.3
 BV1848
 BV1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1848!SPC AL W     -   0.99998873  x   0.99996507  =   0.99995380
 BV1848!UTM  16      -   0.99998873  x   0.99971856  =   0.99970729
 BV1848
 BV1848                          SUPERSEDED SURVEY CONTROL
 BV1848
 BV1848  ELLIP H (12/04/92)   71.81   (m)                       GP(       ) 4 1
 BV1848  NAD 83(1986)-  31 49 01.73672(N)    088 02 09.37578(W) AD(       ) 1
 BV1848  NGVD 29 (12/04/92)   99.3    (m)          326.     (f) GPS OBS        
 BV1848
 BV1848.Superseded values are not recommended for survey control.
 BV1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1848.See file dsdata.txt to determine how the superseded data were derived.
 BV1848
 BV1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA0195420635(NAD 83)
 BV1848_MARKER: DD = SURVEY DISK
 BV1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1848_SP_SET: CONCRETE POST
 BV1848_STAMPING: 13-3 1990
 BV1848_MARK LOGO: ALHD  
 BV1848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1848+STABILITY: SURFACE MOTION
 BV1848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1848+SATELLITE: SATELLITE OBSERVATIONS - September 18, 1991
 BV1848
 BV1848  HISTORY     - Date     Condition        Report By
 BV1848  HISTORY     - 1990     MONUMENTED       ALHD
 BV1848  HISTORY     - 19910918 GOOD
 BV1848
 BV1848                          STATION DESCRIPTION
 BV1848
 BV1848'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BV1848'THE STATION IS LOCATED IN CLARKE COUNTY ON PRIVATE PROPERTY, ABOUT
 BV1848'8.43 KM (5.24 MI) NORTHEAST OF COFFEEVILLE AND ABOUT 27.48 KM
 BV1848'(17.08 MI) WEST - NORTHWEST OF GROVE HILL.
 BV1848'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND U. S. 84 (MILE
 BV1848'POST 43.30 ON U. S. 84) DRIVE WEST ON U. S. 84 19.31 KM (12.00 MI) TO
 BV1848'MILE POST 31.30 AND CLARKE COUNTY ROAD NO. 21 RIGHT, TURN RIGHT ON
 BV1848'CLARKE COUNTY ROAD NO. 21 AND DRIVE NORTHWEST 7.89 KM (4.90 MI) TO
 BV1848'ALA 154 LEFT AND RIGHT AT MILE POST 4.00 ON ALA 154, TURN LEFT ON ALA
 BV1848'154 AND DRIVE WEST 1.61 KM (1.00 MI) TO MILE POST 3.00 AND A GRAVEL
 BV1848'ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH 1.21
 BV1848'KM (0.75 MI) TO A Y INTERSECTION, BEAR RIGHT AND DRIVE NORTH 1.05 KM
 BV1848'(0.65 MI) TO A Y INTERSECTION, BEAR LEFT AND DRIVE NORTHWEST 1.13 KM
 BV1848'(0.70 MI) TO A LOG ROAD ON THE LEFT, TURN LEFT ON THE LOG ROAD AND
 BV1848'DRIVE NORTHWEST 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 BV1848'THE STATION IS 2.35 M (7.71 FT) EAST - NORTHEAST OF THE CENTER OF THE
 BV1848'LOG ROAD, ABOUT 15.24 M (50.00 FT) NORTH OF THE CREST OF THE HILL,
 BV1848'0.70 M (2.30 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 BV1848'WITH THE GROUND.
 BV1848'TRIANGULATION STATION DUNAGAN 1938 1956 MAY BE USED AS AN AZIMUTH FOR
 BV1848'THIS STATION.
 BV1848
 BV1848                          STATION RECOVERY (1991)
 BV1848
 BV1848'RECOVERED 1991
 BV1848'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8375 ***********************************************************************
 AA8375  DESIGNATION -  13 30
 AA8375  PID         -  AA8375
 AA8375  STATE/COUNTY-  AL/CLARKE
 AA8375  USGS QUAD   -  WHATLEY (1972)
 AA8375
 AA8375                         *CURRENT SURVEY CONTROL
 AA8375  ___________________________________________________________________
 AA8375* NAD 83(1992)-  31 38 53.68223(N)    087 42 46.20459(W)     ADJUSTED  
 AA8375* NAVD 88     -        58.0    (meters)     190.     (feet)  VERTCON   
 AA8375  ___________________________________________________________________
 AA8375  X           -     216,885.872 (meters)                     COMP
 AA8375  Y           -  -5,430,321.671 (meters)                     COMP
 AA8375  Z           -   3,327,306.826 (meters)                     COMP
 AA8375  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AA8375  ELLIP HEIGHT-          30.14  (meters)          (07/29/02) GPS OBS
 AA8375  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA8375
 AA8375  HORZ ORDER  -  FIRST
 AA8375  ELLP ORDER  -  FOURTH    CLASS I
 AA8375
 AA8375.The horizontal coordinates were established by GPS observations
 AA8375.and adjusted by the National Geodetic Survey in September 1995..
 AA8375
 AA8375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8375
 AA8375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8375
 AA8375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8375
 AA8375.The ellipsoidal height was determined by GPS observations
 AA8375.and is referenced to NAD 83.
 AA8375
 AA8375.The geoid height was determined by GEOID03.
 AA8375
 AA8375;                    North         East     Units Scale Factor Converg.
 AA8375;SPC AL W     -   182,742.625   579,813.514   MT  0.99993836   -0 06 42.0
 AA8375;UTM  16      - 3,501,668.005   432,412.391   MT  0.99965634   -0 22 26.5
 AA8375
 AA8375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8375!SPC AL W     -   0.99999527  x   0.99993836  =   0.99993363
 AA8375!UTM  16      -   0.99999527  x   0.99965634  =   0.99965161
 AA8375
 AA8375:                Primary Azimuth Mark                     Grid Az
 AA8375:SPC AL W     -  13 31                                    100 03 36.5
 AA8375:UTM  16      -  13 31                                    100 19 21.0
 AA8375
 AA8375|---------------------------------------------------------------------|
 AA8375| PID    Reference Object                     Distance      Geod. Az  |
 AA8375|                                                           dddmmss.s |
 AA8375| AA8376 13 31                               460.535 METERS 0995654.5 |
 AA8375|---------------------------------------------------------------------|
 AA8375
 AA8375                          SUPERSEDED SURVEY CONTROL
 AA8375
 AA8375  ELLIP H (09/29/95)   30.18   (m)                       GP(       ) 3 2
 AA8375  NGVD 29 (09/29/95)   58.0    (m)          190.     (f) GPS OBS        
 AA8375
 AA8375.Superseded values are not recommended for survey control.
 AA8375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8375.See file dsdata.txt to determine how the superseded data were derived.
 AA8375
 AA8375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA3241201668(NAD 83)
 AA8375_MARKER: DD = SURVEY DISK
 AA8375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8375_STAMPING: 13-30 1994
 AA8375_MARK LOGO: ALHD  
 AA8375_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8375+STABILITY: SURFACE MOTION
 AA8375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8375+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8375
 AA8375  HISTORY     - Date     Condition        Report By
 AA8375  HISTORY     - 1994     MONUMENTED       ALHD
 AA8375
 AA8375                          STATION DESCRIPTION
 AA8375
 AA8375'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8375'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8375'U.S. 84, ABOUT 5.35 MI (8.61 KM) SOUTHEAST OF GROVE HILL AND ABOUT
 AA8375'9.55 MI (15.37 KM) SOUTH OF FULTON. TO REACH THE STATION FROM THE
 AA8375'JUNCTION OF U.S. 43 AND U.S 84 EAST (MILE POST 44.20 ON U.S. 84 AND
 AA8375'MILE POST 79.70 ON U.S. 43) AT A TRAFFIC LIGHT IN GROVE HILL, DRIVE
 AA8375'EAST ON U.S. 84 FOR 5.35 MI (8.61 KM) TO MILE POST 49.55 AND THE
 AA8375'STATION ON THE LEFT. THE STATION IS LOCATED IN AN ABANDONED ROAD BED
 AA8375'ALONG THE NORTH SIDE OF U.S. 84, 101.5 FT (30.9 M) NORTH OF THE
 AA8375'CENTERLINE OF U.S. 84, 145.4 FT (44.3 M) NORTH-NORTHWEST OF A GRAPHIC
 AA8375'TWO WAY TRAFFIC SIGN ACROSS THE ROAD, 2.1 FT (0.6 M) SOUTH OF A
 AA8375'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-31
 AA8375'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8376 ***********************************************************************
 AA8376  DESIGNATION -  13 31
 AA8376  PID         -  AA8376
 AA8376  STATE/COUNTY-  AL/CLARKE
 AA8376  USGS QUAD   -  WHATLEY (1972)
 AA8376
 AA8376                         *CURRENT SURVEY CONTROL
 AA8376  ___________________________________________________________________
 AA8376* NAD 83(1992)-  31 38 51.09870(N)    087 42 28.98848(W)     ADJUSTED  
 AA8376* NAVD 88     -        53.9    (meters)     177.     (feet)  VERTCON   
 AA8376  ___________________________________________________________________
 AA8376  X           -     217,340.649 (meters)                     COMP
 AA8376  Y           -  -5,430,341.798 (meters)                     COMP
 AA8376  Z           -   3,327,236.945 (meters)                     COMP
 AA8376  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AA8376  ELLIP HEIGHT-          26.06  (meters)          (07/29/02) GPS OBS
 AA8376  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA8376
 AA8376  HORZ ORDER  -  FIRST
 AA8376  ELLP ORDER  -  FOURTH    CLASS I
 AA8376
 AA8376.The horizontal coordinates were established by GPS observations
 AA8376.and adjusted by the National Geodetic Survey in September 1995..
 AA8376
 AA8376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8376
 AA8376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8376
 AA8376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8376
 AA8376.The ellipsoidal height was determined by GPS observations
 AA8376.and is referenced to NAD 83.
 AA8376
 AA8376.The geoid height was determined by GEOID03.
 AA8376
 AA8376;                    North         East     Units Scale Factor Converg.
 AA8376;SPC AL W     -   182,662.182   580,266.940   MT  0.99993813   -0 06 33.0
 AA8376;UTM  16      - 3,501,585.511   432,865.316   MT  0.99965559   -0 22 17.5
 AA8376
 AA8376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8376!SPC AL W     -   0.99999591  x   0.99993813  =   0.99993404
 AA8376!UTM  16      -   0.99999591  x   0.99965559  =   0.99965150
 AA8376
 AA8376:                Primary Azimuth Mark                     Grid Az
 AA8376:SPC AL W     -  13 30                                    280 03 36.6
 AA8376:UTM  16      -  13 30                                    280 19 21.1
 AA8376
 AA8376|---------------------------------------------------------------------|
 AA8376| PID    Reference Object                     Distance      Geod. Az  |
 AA8376|                                                           dddmmss.s |
 AA8376| AA8375 13 30                               460.535 METERS 2795703.6 |
 AA8376|---------------------------------------------------------------------|
 AA8376
 AA8376                          SUPERSEDED SURVEY CONTROL
 AA8376
 AA8376  ELLIP H (09/29/95)   26.10   (m)                       GP(       ) 3 2
 AA8376  NGVD 29 (09/29/95)   53.9    (m)          177.     (f) GPS OBS        
 AA8376
 AA8376.Superseded values are not recommended for survey control.
 AA8376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8376.See file dsdata.txt to determine how the superseded data were derived.
 AA8376
 AA8376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA3286501586(NAD 83)
 AA8376_MARKER: DD = SURVEY DISK
 AA8376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8376_STAMPING: 13-31 1994
 AA8376_MARK LOGO: ALHD  
 AA8376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8376+STABILITY: SURFACE MOTION
 AA8376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8376+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8376
 AA8376  HISTORY     - Date     Condition        Report By
 AA8376  HISTORY     - 1994     MONUMENTED       ALHD
 AA8376
 AA8376                          STATION DESCRIPTION
 AA8376
 AA8376'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8376'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8376'U.S. 84, ABOUT 5.65 MI (9.09 KM) SOUTHEAST OF GROVE HILL AND ABOUT
 AA8376'9.65 MI (15.53 KM) SOUTH OF FULTON. TO REACH THE STATION FROM THE
 AA8376'JUNCTION OF U.S. 43 AND U.S 84 EAST (MILE POST 44.20 ON U.S. 84 AND
 AA8376'MILE POST 79.70 ON U.S. 43) AT A TRAFFIC LIGHT IN GROVE HILL, DRIVE
 AA8376'EAST ON U.S. 84 FOR 5.75 MI (9.25 KM) TO MILE POST 49.95 AND THE
 AA8376'STATION ON THE LEFT. THE STATION IS 14.3 FT (4.4 M) EAST OF THE EAST
 AA8376'END OF A METAL GUARD RAIL IN FRONT OF AN ELECTRONIC WEIGHT AND MOTION
 AA8376'TERMINAL, 21.3 FT (6.5 M) EAST OF THE SOUTHEAST CORNER OF AN
 AA8376'ELECTRONIC WEIGHT AND MOTION TERMINAL, 40.0 FT (12.2 M) SOUTH OF THE
 AA8376'CENTER OF A PAVED STREET, 64.5 FT (19.7 M) NORTHWEST OF A STOP SIGN,
 AA8376'73.5 FT (22.4 M) NORTH OF THE CENTERLINE OF U.S. 84, 78.8 FT (24.0 M)
 AA8376'WEST OF THE CENTER OF A RAMP FROM U.S. 84 TO A PAVED STREET, 84.8 FT
 AA8376'(25.8 M) SOUTH-SOUTHWEST OF TRANSFORMER POWER POLE NO. 149, 88.8 FT
 AA8376'(27.1 M) SOUTH-SOUTHWEST OF AN ELECTRIC METER POLE, 2.0 FT (0.6 M)
 AA8376'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8376'GROUND. STATION 13-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8377 ***********************************************************************
 AA8377  DESIGNATION -  13 32
 AA8377  PID         -  AA8377
 AA8377  STATE/COUNTY-  AL/CLARKE
 AA8377  USGS QUAD   -  GROVE HILL (1986)
 AA8377
 AA8377                         *CURRENT SURVEY CONTROL
 AA8377  ___________________________________________________________________
 AA8377* NAD 83(1992)-  31 40 15.99250(N)    087 46 51.03846(W)     ADJUSTED  
 AA8377* NAVD 88     -       145.4    (meters)     477.     (feet)  VERTCON   
 AA8377  ___________________________________________________________________
 AA8377  X           -     210,391.352 (meters)                     COMP
 AA8377  Y           -  -5,429,320.064 (meters)                     COMP
 AA8377  Z           -   3,329,510.681 (meters)                     COMP
 AA8377  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AA8377  ELLIP HEIGHT-         117.66  (meters)          (07/29/02) GPS OBS
 AA8377  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AA8377
 AA8377  HORZ ORDER  -  FIRST
 AA8377  ELLP ORDER  -  FOURTH    CLASS I
 AA8377
 AA8377.The horizontal coordinates were established by GPS observations
 AA8377.and adjusted by the National Geodetic Survey in September 1995..
 AA8377
 AA8377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8377
 AA8377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8377
 AA8377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8377
 AA8377.The ellipsoidal height was determined by GPS observations
 AA8377.and is referenced to NAD 83.
 AA8377
 AA8377.The geoid height was determined by GEOID03.
 AA8377
 AA8377;                    North         East     Units Scale Factor Converg.
 AA8377;SPC AL W     -   185,292.227   573,369.603   MT  0.99994208   -0 08 50.8
 AA8377;UTM  16      - 3,504,246.380   425,982.016   MT  0.99966757   -0 24 36.0
 AA8377
 AA8377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8377!SPC AL W     -   0.99998152  x   0.99994208  =   0.99992361
 AA8377!UTM  16      -   0.99998152  x   0.99966757  =   0.99964910
 AA8377
 AA8377:                Primary Azimuth Mark                     Grid Az
 AA8377:SPC AL W     -  13 33                                    340 33 08.8
 AA8377:UTM  16      -  13 33                                    340 48 54.0
 AA8377
 AA8377|---------------------------------------------------------------------|
 AA8377| PID    Reference Object                     Distance      Geod. Az  |
 AA8377|                                                           dddmmss.s |
 AA8377| AA8378 13 33                               424.747 METERS 3402418.0 |
 AA8377|---------------------------------------------------------------------|
 AA8377
 AA8377                          SUPERSEDED SURVEY CONTROL
 AA8377
 AA8377  ELLIP H (09/29/95)  117.70   (m)                       GP(       ) 3 2
 AA8377  NGVD 29 (09/29/95)  145.4    (m)          477.     (f) GPS OBS        
 AA8377
 AA8377.Superseded values are not recommended for survey control.
 AA8377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8377.See file dsdata.txt to determine how the superseded data were derived.
 AA8377
 AA8377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA2598204246(NAD 83)
 AA8377_MARKER: DD = SURVEY DISK
 AA8377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8377_STAMPING: 13-32 1994
 AA8377_MARK LOGO: ALHD  
 AA8377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8377+STABILITY: SURFACE MOTION
 AA8377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8377+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8377
 AA8377  HISTORY     - Date     Condition        Report By
 AA8377  HISTORY     - 1994     MONUMENTED       ALHD
 AA8377
 AA8377                          STATION DESCRIPTION
 AA8377
 AA8377'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8377'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8377'CLARKE COUNTY ROAD NO. 29, ABOUT 2.70 MI (4.35 KM) SOUTH OF GROVE HILL
 AA8377'AND ABOUT 19.05 MI (30.66 KM) SOUTHEAST OF COFFEEVILLE. TO REACH THE
 AA8377'STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 84 EAST (MILE POST 79.70
 AA8377'ON U.S. 43 AND MILE POST 44.20 ON U.S. 84) AT A TRAFFIC LIGHT IN GROVE
 AA8377'HILL, DRIVE SOUTH ON U.S. 43 FOR 1.25 MI (2.01 KM) TO MILE POST 78.45
 AA8377'AND CLARKE COUNTY ROAD NO. 29 ON THE LEFT, TURN LEFT ON CLARKE COUNTY
 AA8377'ROAD NO. 29 AND DRIVE SOUTH FOR 0.70 MI (1.13 KM) TO THE STATION ON
 AA8377'THE RIGHT. THE STATION IS 3.2 FT (1.0 M) EAST-NORTHEAST OF A FOUR
 AA8377'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 39.7 FT (12.1 M)
 AA8377'WEST-SOUTHWEST OF THE CENTERLINE OF CLARKE COUNTY ROAD NO. 29, 140.0
 AA8377'FT (42.7 M) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE,
 AA8377'151.2 FT (46.1 M) SOUTH-SOUTHEAST OF THE CENTER OF A PLASTIC WATER
 AA8377'METER BOX, 167.5 FT (51.1 M) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL
 AA8377'DRIVEWAY TO MAGNOLIA RESTAURANT, 239.5 FT (73.0 M) NORTH-NORTHWEST OF
 AA8377'THE SOUTHEAST CORNER OF THE FENCE, 3.2 FT (1.0 M) NORTHEAST OF A
 AA8377'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-33
 AA8377'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8378 ***********************************************************************
 AA8378  DESIGNATION -  13 33
 AA8378  PID         -  AA8378
 AA8378  STATE/COUNTY-  AL/CLARKE
 AA8378  USGS QUAD   -  GROVE HILL (1986)
 AA8378
 AA8378                         *CURRENT SURVEY CONTROL
 AA8378  ___________________________________________________________________
 AA8378* NAD 83(1992)-  31 40 28.98416(N)    087 46 56.44640(W)     ADJUSTED  
 AA8378* NAVD 88     -       141.4    (meters)     464.     (feet)  VERTCON   
 AA8378  ___________________________________________________________________
 AA8378  X           -     210,240.741 (meters)                     COMP
 AA8378  Y           -  -5,429,112.208 (meters)                     COMP
 AA8378  Z           -   3,329,849.125 (meters)                     COMP
 AA8378  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AA8378  ELLIP HEIGHT-         113.64  (meters)          (07/29/02) GPS OBS
 AA8378  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AA8378
 AA8378  HORZ ORDER  -  FIRST
 AA8378  ELLP ORDER  -  FOURTH    CLASS I
 AA8378
 AA8378.The horizontal coordinates were established by GPS observations
 AA8378.and adjusted by the National Geodetic Survey in September 1995..
 AA8378
 AA8378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8378
 AA8378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8378
 AA8378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8378
 AA8378.The ellipsoidal height was determined by GPS observations
 AA8378.and is referenced to NAD 83.
 AA8378
 AA8378.The geoid height was determined by GEOID03.
 AA8378
 AA8378;                    North         East     Units Scale Factor Converg.
 AA8378;SPC AL W     -   185,692.717   573,228.194   MT  0.99994217   -0 08 53.7
 AA8378;UTM  16      - 3,504,647.404   425,842.482   MT  0.99966782   -0 24 39.0
 AA8378
 AA8378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8378!SPC AL W     -   0.99998216  x   0.99994217  =   0.99992433
 AA8378!UTM  16      -   0.99998216  x   0.99966782  =   0.99964998
 AA8378
 AA8378:                Primary Azimuth Mark                     Grid Az
 AA8378:SPC AL W     -  13 32                                    160 33 08.9
 AA8378:UTM  16      -  13 32                                    160 48 54.2
 AA8378
 AA8378|---------------------------------------------------------------------|
 AA8378| PID    Reference Object                     Distance      Geod. Az  |
 AA8378|                                                           dddmmss.s |
 AA8378| AA8377 13 32                               424.747 METERS 1602415.2 |
 AA8378|---------------------------------------------------------------------|
 AA8378
 AA8378                          SUPERSEDED SURVEY CONTROL
 AA8378
 AA8378  ELLIP H (09/29/95)  113.68   (m)                       GP(       ) 3 2
 AA8378  NGVD 29 (09/29/95)  141.4    (m)          464.     (f) GPS OBS        
 AA8378
 AA8378.Superseded values are not recommended for survey control.
 AA8378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8378.See file dsdata.txt to determine how the superseded data were derived.
 AA8378
 AA8378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA2584204647(NAD 83)
 AA8378_MARKER: DD = SURVEY DISK
 AA8378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8378_STAMPING: 13-33 1994
 AA8378_MARK LOGO: ALHD  
 AA8378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8378+STABILITY: SURFACE MOTION
 AA8378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8378+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8378
 AA8378  HISTORY     - Date     Condition        Report By
 AA8378  HISTORY     - 1994     MONUMENTED       ALHD
 AA8378
 AA8378                          STATION DESCRIPTION
 AA8378
 AA8378'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8378'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8378'CLARKE COUNTY ROAD NO. 29, ABOUT 2.45 MI (3.94 KM) SOUTH OF GROVE HILL
 AA8378'AND ABOUT 18.90 MI (30.42 KM) SOUTHEAST OF COFFEEVILLE. TO REACH THE
 AA8378'STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 84 EAST (MILE POST 79.70
 AA8378'ON U.S. 43 AND MILE POST 44.20 ON U.S. 84) AT A TRAFFIC LIGHT IN GROVE
 AA8378'HILL, DRIVE SOUTH ON U.S. 43 FOR 1.25 MI (2.01 KM) TO MILE POST 78.45
 AA8378'AND CLARKE COUNTY ROAD NO. 29 ON THE LEFT, TURN LEFT ON CLARKE COUNTY
 AA8378'ROAD NO. 29 AND DRIVE SOUTH FOR 0.45 MI (0.72 KM) TO THE STATION ON
 AA8378'THE RIGHT. THE STATION IS 41.2 FT (12.6 M) WEST-SOUTHWEST OF THE
 AA8378'CENTERLINE OF CLARKE COUNTY ROAD NO. 29, 85.1 FT (25.9 M) SOUTHWEST OF
 AA8378'A JUNCTION POWER AND CABLE POLE ACROSS THE ROAD, 2.0 FT (0.6 M) EAST
 AA8378'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8378'13-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8379 ***********************************************************************
 AA8379  DESIGNATION -  13 34
 AA8379  PID         -  AA8379
 AA8379  STATE/COUNTY-  AL/CLARKE
 AA8379  USGS QUAD   -  GROVE HILL (1986)
 AA8379
 AA8379                         *CURRENT SURVEY CONTROL
 AA8379  ___________________________________________________________________
 AA8379* NAD 83(1992)-  31 37 40.89696(N)    087 50 38.59829(W)     ADJUSTED  
 AA8379* NAVD 88     -        91.5    (meters)     300.     (feet)  VERTCON   
 AA8379  ___________________________________________________________________
 AA8379  X           -     204,493.944 (meters)                     COMP
 AA8379  Y           -  -5,432,007.774 (meters)                     COMP
 AA8379  Z           -   3,325,415.774 (meters)                     COMP
 AA8379  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA8379  ELLIP HEIGHT-          63.65  (meters)          (07/29/02) GPS OBS
 AA8379  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA8379
 AA8379  HORZ ORDER  -  FIRST
 AA8379  ELLP ORDER  -  FOURTH    CLASS I
 AA8379
 AA8379.The horizontal coordinates were established by GPS observations
 AA8379.and adjusted by the National Geodetic Survey in September 1995..
 AA8379
 AA8379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8379
 AA8379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8379
 AA8379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8379
 AA8379.The ellipsoidal height was determined by GPS observations
 AA8379.and is referenced to NAD 83.
 AA8379
 AA8379.The geoid height was determined by GEOID03.
 AA8379
 AA8379;                    North         East     Units Scale Factor Converg.
 AA8379;SPC AL W     -   180,532.696   567,360.676   MT  0.99994647   -0 10 49.5
 AA8379;UTM  16      - 3,499,515.699   419,952.991   MT  0.99967903   -0 26 33.5
 AA8379
 AA8379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8379!SPC AL W     -   0.99999001  x   0.99994647  =   0.99993648
 AA8379!UTM  16      -   0.99999001  x   0.99967903  =   0.99966904
 AA8379
 AA8379:                Primary Azimuth Mark                     Grid Az
 AA8379:SPC AL W     -  13 35                                    038 17 45.9
 AA8379:UTM  16      -  13 35                                    038 33 29.9
 AA8379
 AA8379|---------------------------------------------------------------------|
 AA8379| PID    Reference Object                     Distance      Geod. Az  |
 AA8379|                                                           dddmmss.s |
 AA8379| AA8380 13 35                               450.444 METERS 0380656.4 |
 AA8379|---------------------------------------------------------------------|
 AA8379
 AA8379                          SUPERSEDED SURVEY CONTROL
 AA8379
 AA8379  ELLIP H (09/29/95)   63.69   (m)                       GP(       ) 3 2
 AA8379  NGVD 29 (09/29/95)   91.4    (m)          300.     (f) GPS OBS        
 AA8379
 AA8379.Superseded values are not recommended for survey control.
 AA8379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8379.See file dsdata.txt to determine how the superseded data were derived.
 AA8379
 AA8379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1995399516(NAD 83)
 AA8379_MARKER: DD = SURVEY DISK
 AA8379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8379_STAMPING: 13-34 1994
 AA8379_MARK LOGO: ALHD  
 AA8379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8379+STABILITY: SURFACE MOTION
 AA8379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8379+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 AA8379
 AA8379  HISTORY     - Date     Condition        Report By
 AA8379  HISTORY     - 1994     MONUMENTED       ALHD
 AA8379  HISTORY     - 20040901 GOOD             JCLS
 AA8379  HISTORY     - 20060322 GOOD             JCLS
 AA8379
 AA8379                          STATION DESCRIPTION
 AA8379
 AA8379'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8379'THE STATION IS LOCATED IN CLARKE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8379'OF U.S. 43, ABOUT 6.85 MI (11.02 KM) SOUTHWEST OF GROVE HILL AND ABOUT
 AA8379'16.90 MI (27.20 KM) SOUTHEAST OF COFFEEVILLE. TO REACH THE STATION
 AA8379'FROM THE JUNCTION OF U.S. 43 AND U.S. 84 EAST (MILE POST 79.70 ON U.S.
 AA8379'43 AND MILE POST 44.20 ON U.S. 84) AT A TRAFFIC LIGHT IN GROVE HILL,
 AA8379'DRIVE SOUTH ON U.S. 43 FOR 6.35 MI (10.22 KM) TO MILE POST 73.35 AND
 AA8379'THE STATION ON THE LEFT. THE STATION IS LOCATED APPROXIMATELY 300 FT
 AA8379'(91.4 M) SOUTH-SOUTHEAST OF AND ACROSS U.S. 43 FROM HOLLINGSWORTH
 AA8379'CEMETARY, 3.1 FT (0.9 M) NORTHWEST OF A HOG WIRE FENCE WITH ONE STRAND
 AA8379'OF BARBED WIRE ON STEEL AND WOOD POSTS, 49.3 FT (15.0 M) SOUTHEAST OF
 AA8379'THE CENTERLINE OF UNDIVIDED FOUR LANE U.S. 43, 114.8 FT (35.0 M)
 AA8379'SOUTHWEST OF A POWER POLE, 3.1 FT (0.9 M) NORTHWEST OF A CARSONITE
 AA8379'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-35 1994 MAY BE
 AA8379'USED AS AN AZIMUTH FOR THIS STATION.
 AA8379
 AA8379                          STATION RECOVERY (2004)
 AA8379
 AA8379'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA8379'RECOVERED IN GOOD CONDITION.
 AA8379
 AA8379                          STATION RECOVERY (2006)
 AA8379
 AA8379'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AA8379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8380 ***********************************************************************
 AA8380  DESIGNATION -  13 35
 AA8380  PID         -  AA8380
 AA8380  STATE/COUNTY-  AL/CLARKE
 AA8380  USGS QUAD   -  GROVE HILL (1986)
 AA8380
 AA8380                         *CURRENT SURVEY CONTROL
 AA8380  ___________________________________________________________________
 AA8380* NAD 83(1992)-  31 37 52.40311(N)    087 50 28.04764(W)     ADJUSTED  
 AA8380* NAVD 88     -        94.8    (meters)     311.     (feet)  VERTCON   
 AA8380  ___________________________________________________________________
 AA8380  X           -     204,764.902 (meters)                     COMP
 AA8380  Y           -  -5,431,814.427 (meters)                     COMP
 AA8380  Z           -   3,325,719.276 (meters)                     COMP
 AA8380  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA8380  ELLIP HEIGHT-          66.99  (meters)          (07/29/02) GPS OBS
 AA8380  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA8380
 AA8380  HORZ ORDER  -  FIRST
 AA8380  ELLP ORDER  -  FOURTH    CLASS I
 AA8380
 AA8380.The horizontal coordinates were established by GPS observations
 AA8380.and adjusted by the National Geodetic Survey in September 1995..
 AA8380
 AA8380.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8380
 AA8380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8380
 AA8380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8380
 AA8380.The ellipsoidal height was determined by GPS observations
 AA8380.and is referenced to NAD 83.
 AA8380
 AA8380.The geoid height was determined by GEOID03.
 AA8380
 AA8380;                    North         East     Units Scale Factor Converg.
 AA8380;SPC AL W     -   180,886.194   567,639.813   MT  0.99994624   -0 10 44.1
 AA8380;UTM  16      - 3,499,867.821   420,233.667   MT  0.99967847   -0 26 28.1
 AA8380
 AA8380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8380!SPC AL W     -   0.99998948  x   0.99994624  =   0.99993572
 AA8380!UTM  16      -   0.99998948  x   0.99967847  =   0.99966795
 AA8380
 AA8380:                Primary Azimuth Mark                     Grid Az
 AA8380:SPC AL W     -  13 34                                    218 17 46.0
 AA8380:UTM  16      -  13 34                                    218 33 30.0
 AA8380
 AA8380|---------------------------------------------------------------------|
 AA8380| PID    Reference Object                     Distance      Geod. Az  |
 AA8380|                                                           dddmmss.s |
 AA8380| AA8379 13 34                               450.444 METERS 2180701.9 |
 AA8380|---------------------------------------------------------------------|
 AA8380
 AA8380                          SUPERSEDED SURVEY CONTROL
 AA8380
 AA8380  ELLIP H (09/29/95)   67.03   (m)                       GP(       ) 3 2
 AA8380  NGVD 29 (09/29/95)   94.8    (m)          311.     (f) GPS OBS        
 AA8380
 AA8380.Superseded values are not recommended for survey control.
 AA8380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8380.See file dsdata.txt to determine how the superseded data were derived.
 AA8380
 AA8380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2023499868(NAD 83)
 AA8380_MARKER: DD = SURVEY DISK
 AA8380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8380_STAMPING: 13-35 1994
 AA8380_MARK LOGO: ALHD  
 AA8380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8380+STABILITY: SURFACE MOTION
 AA8380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8380+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8380
 AA8380  HISTORY     - Date     Condition        Report By
 AA8380  HISTORY     - 1994     MONUMENTED       ALHD
 AA8380
 AA8380                          STATION DESCRIPTION
 AA8380
 AA8380'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8380'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA8380'OF U.S. 43, ABOUT 6.55 MI (10.54 KM) SOUTHWEST OF GROVE HILL AND ABOUT
 AA8380'16.90 MI (27.20 KM) SOUTHEAST OF COFFEEVILLE. TO REACH THE STATION
 AA8380'FROM THE JUNCTION OF U.S. 43 AND U.S. 84 EAST (MILE POST 79.70 ON U.S.
 AA8380'43 AND MILE POST 44.20 ON U.S. 84) AT A TRAFFIC LIGHT IN GROVE HILL,
 AA8380'DRIVE SOUTH ON U.S. 43 FOR 6.05 MI (9.74 KM) TO MILE POST 73.65 AND
 AA8380'THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) SOUTHEAST OF A
 AA8380'HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON STEEL AND WOOD POSTS,
 AA8380'57.2 FT (17.4 M) NORTHWEST OF THE CENTERLINE OF UNDIVIDED FOUR LANE
 AA8380'U.S. 43, 60.0 FT (18.3 M) NORTHEAST OF A BURIED GAS LINE WARNING SIGN,
 AA8380'100.2 FT (30.5 M) SOUTHWEST OF A BURIED FIBER OPTIC CABLE WARNING
 AA8380'SIGN, 191.0 FT (58.2 M) SOUTHWEST OF A LARGE ANGLE POWER POLE WITH
 AA8380'FOUR GUY WIRES, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST,
 AA8380'AND SET FLUSH WITH THE GROUND. STATION 13-34 1994 MAY BE USED AS AN
 AA8380'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8381 ***********************************************************************
 AA8381  DESIGNATION -  13 36
 AA8381  PID         -  AA8381
 AA8381  STATE/COUNTY-  AL/CLARKE
 AA8381  USGS QUAD   -  WINN (1981)
 AA8381
 AA8381                         *CURRENT SURVEY CONTROL
 AA8381  ___________________________________________________________________
 AA8381* NAD 83(1992)-  31 38 16.61010(N)    087 55 55.60255(W)     ADJUSTED  
 AA8381* NAVD 88     -        36.0    (meters)     118.     (feet)  VERTCON   
 AA8381  ___________________________________________________________________
 AA8381  X           -     196,122.842 (meters)                     COMP
 AA8381  Y           -  -5,431,691.959 (meters)                     COMP
 AA8381  Z           -   3,326,323.259 (meters)                     COMP
 AA8381  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AA8381  ELLIP HEIGHT-           8.24  (meters)          (07/29/02) GPS OBS
 AA8381  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA8381
 AA8381  HORZ ORDER  -  FIRST
 AA8381  ELLP ORDER  -  FOURTH    CLASS I
 AA8381
 AA8381.The horizontal coordinates were established by GPS observations
 AA8381.and adjusted by the National Geodetic Survey in September 1995..
 AA8381
 AA8381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8381
 AA8381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8381
 AA8381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8381
 AA8381.The ellipsoidal height was determined by GPS observations
 AA8381.and is referenced to NAD 83.
 AA8381
 AA8381.The geoid height was determined by GEOID03.
 AA8381
 AA8381;                    North         East     Units Scale Factor Converg.
 AA8381;SPC AL W     -   181,662.278   559,011.322   MT  0.99995405   -0 13 36.0
 AA8381;UTM  16      - 3,500,683.180   411,611.086   MT  0.99969635   -0 29 20.3
 AA8381
 AA8381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8381!SPC AL W     -   0.99999871  x   0.99995405  =   0.99995276
 AA8381!UTM  16      -   0.99999871  x   0.99969635  =   0.99969506
 AA8381
 AA8381                          SUPERSEDED SURVEY CONTROL
 AA8381
 AA8381  ELLIP H (09/29/95)    8.28   (m)                       GP(       ) 3 2
 AA8381  NGVD 29 (09/29/95)   36.0    (m)          118.     (f) GPS OBS        
 AA8381
 AA8381.Superseded values are not recommended for survey control.
 AA8381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8381.See file dsdata.txt to determine how the superseded data were derived.
 AA8381
 AA8381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA1161100683(NAD 83)
 AA8381_MARKER: DD = SURVEY DISK
 AA8381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8381_STAMPING: 13-36 1994
 AA8381_MARK LOGO: ALHD  
 AA8381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8381+STABILITY: SURFACE MOTION
 AA8381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8381+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8381
 AA8381  HISTORY     - Date     Condition        Report By
 AA8381  HISTORY     - 1994     MONUMENTED       ALHD
 AA8381
 AA8381                          STATION DESCRIPTION
 AA8381
 AA8381'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8381'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA8381'OF A PAVED COUNTY ROAD, ABOUT 10.30 MI (16.58 KM) SOUTHWEST OF GROVE
 AA8381'HILL AND ABOUT 12.25 MI (19.71 KM) SOUTHEAST OF COFFEEVILLE. TO REACH
 AA8381'THE STATION FROM THE ALA 69 OVERPASS OVER U.S. 43 (MILE POST 0.65 ON
 AA8381'ALA 69 AND MILE POST 64.90 ON U.S. 43) IN JACKSON, DRIVE NORTHWEST ON
 AA8381'ALA 69 FOR 7.60 MI (12.23 KM) TO MILE POST 8.25 AND A GRAVEL ROAD ON
 AA8381'THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE NORTHEAST FOR 4.15
 AA8381'MI (6.68 KM) TO THE END OF PAVEMENT, CONTINUE NORTHEAST ON THE PAVED
 AA8381'COUNTY ROAD FOR 0.40 MI (0.64 KM) TO THE STATION ON THE LEFT. THE
 AA8381'STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE
 AA8381'ON RED TOP, GREY STEEL POSTS, 36.6 FT (11.2 M) NORTHWEST OF THE
 AA8381'CENTERLINE OF THE PAVED COUNTY ROAD, 40.6 FT (12.4 M) SOUTHWEST OF A
 AA8381'BRACED CROSS TIE POST IN THE FENCE LINE, 83.8 FT (25.5 M) NORTHEAST OF
 AA8381'A BRACED CROSS TIE POST IN THE FENCE LINE, 114.6 FT (34.9 M) SOUTHWEST
 AA8381'OF JUNCTION POWER AND CABLE POLE NO. 38 S 25 WITH THREE GUY WIRES,
 AA8381'193.1 FT (58.9 M) NORTH-NORTHEAST OF JUNCTION POWER AND CABLE POLE NO.
 AA8381'38 S 26 WITH ONE GUY WIRE, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE
 AA8381'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-37 1994 MAY BE
 AA8381'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8382 ***********************************************************************
 AA8382  DESIGNATION -  13 37
 AA8382  PID         -  AA8382
 AA8382  STATE/COUNTY-  AL/CLARKE
 AA8382  USGS QUAD   -  WINN (1981)
 AA8382
 AA8382                         *CURRENT SURVEY CONTROL
 AA8382  ___________________________________________________________________
 AA8382* NAD 83(1992)-  31 38 31.68436(N)    087 55 37.23812(W)     ADJUSTED  
 AA8382* NAVD 88     -        37.5    (meters)     123.     (feet)  VERTCON   
 AA8382  ___________________________________________________________________
 AA8382  X           -     196,597.679 (meters)                     COMP
 AA8382  Y           -  -5,431,432.371 (meters)                     COMP
 AA8382  Z           -   3,326,719.334 (meters)                     COMP
 AA8382  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA8382  ELLIP HEIGHT-           9.76  (meters)          (07/29/02) GPS OBS
 AA8382  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA8382
 AA8382  HORZ ORDER  -  FIRST
 AA8382  ELLP ORDER  -  FOURTH    CLASS I
 AA8382
 AA8382.The horizontal coordinates were established by GPS observations
 AA8382.and adjusted by the National Geodetic Survey in September 1995..
 AA8382
 AA8382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8382
 AA8382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8382
 AA8382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8382
 AA8382.The ellipsoidal height was determined by GPS observations
 AA8382.and is referenced to NAD 83.
 AA8382
 AA8382.The geoid height was determined by GEOID03.
 AA8382
 AA8382;                    North         East     Units Scale Factor Converg.
 AA8382;SPC AL W     -   182,124.639   559,497.027   MT  0.99995356   -0 13 26.5
 AA8382;UTM  16      - 3,501,143.194   412,098.776   MT  0.99969529   -0 29 10.9
 AA8382
 AA8382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8382!SPC AL W     -   0.99999847  x   0.99995356  =   0.99995203
 AA8382!UTM  16      -   0.99999847  x   0.99969529  =   0.99969376
 AA8382
 AA8382                          SUPERSEDED SURVEY CONTROL
 AA8382
 AA8382  ELLIP H (09/29/95)    9.80   (m)                       GP(       ) 3 2
 AA8382  NGVD 29 (09/29/95)   37.5    (m)          123.     (f) GPS OBS        
 AA8382
 AA8382.Superseded values are not recommended for survey control.
 AA8382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8382.See file dsdata.txt to determine how the superseded data were derived.
 AA8382
 AA8382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA1209901143(NAD 83)
 AA8382_MARKER: DD = SURVEY DISK
 AA8382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8382_STAMPING: 13-37 1994
 AA8382_MARK LOGO: ALHD  
 AA8382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8382+STABILITY: SURFACE MOTION
 AA8382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8382+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8382
 AA8382  HISTORY     - Date     Condition        Report By
 AA8382  HISTORY     - 1994     MONUMENTED       ALHD
 AA8382
 AA8382                          STATION DESCRIPTION
 AA8382
 AA8382'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8382'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA8382'OF A PAVED COUNTY ROAD, ABOUT 9.90 MI (15.93 KM) SOUTHWEST OF GROVE
 AA8382'HILL AND ABOUT 12.35 MI (19.87 KM) SOUTHEAST OF COFFEEVILLE. TO REACH
 AA8382'THE STATION FROM THE ALA 69 OVERPASS OVER U.S. 43 (MILE POST 0.65 ON
 AA8382'ALA 69 AND MILE POST 64.90 ON U.S. 43) IN JACKSON, DRIVE NORTHWEST ON
 AA8382'ALA 69 FOR 7.60 MI (12.23 KM) TO MILE POST 8.25 AND A GRAVEL ROAD ON
 AA8382'THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE NORTHEAST FOR 4.15
 AA8382'MI (6.68 KM) TO THE END OF PAVEMENT, CONTINUE NORTHEAST ON THE PAVED
 AA8382'COUNTY ROAD FOR 0.85 MI (1.37 KM) TO THE STATION ON THE LEFT. THE
 AA8382'STATION IS LOCATED BETWEEN A BRACED FOUR BY FOUR-INCH WOOD POST AND A
 AA8382'CUT OFF TREE, 3.1 FT (0.9 M) SOUTHEAST OF A HOG WIRE FENCE ON RUSTY,
 AA8382'RED TOP STEEL POSTS, 39.9 FT (12.2 M) NORTHWEST OF THE CENTERLINE OF A
 AA8382'PAVED COUNTY ROAD, 88.4 FT (26.9 M) NORTHEAST OF CABLE POLE NO. 38 S
 AA8382'18 WITH ONE GUY WIRE, 146.8 FT (44.7 M) SOUTHWEST OF TRANSFORMER AND
 AA8382'JUNCTION POWER POLE NO. 113518 38 S 17 WITH TWO GUY WIRES, 2.8 FT (0.9
 AA8382'M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8382'GROUND. STATION 13-36 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8383 ***********************************************************************
 AA8383  DESIGNATION -  13 38
 AA8383  PID         -  AA8383
 AA8383  STATE/COUNTY-  AL/CLARKE
 AA8383  USGS QUAD   -  JACKSON (1986)
 AA8383
 AA8383                         *CURRENT SURVEY CONTROL
 AA8383  ___________________________________________________________________
 AA8383* NAD 83(1992)-  31 33 05.56051(N)    087 55 50.36385(W)     ADJUSTED  
 AA8383* NAVD 88     -        21.7    (meters)      71.     (feet)  VERTCON   
 AA8383  ___________________________________________________________________
 AA8383  X           -     196,441.592 (meters)                     COMP
 AA8383  Y           -  -5,436,690.660 (meters)                     COMP
 AA8383  Z           -   3,318,155.460 (meters)                     COMP
 AA8383  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AA8383  ELLIP HEIGHT-          -6.14  (meters)          (07/29/02) GPS OBS
 AA8383  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA8383
 AA8383  HORZ ORDER  -  FIRST
 AA8383  ELLP ORDER  -  FOURTH    CLASS I
 AA8383
 AA8383.The horizontal coordinates were established by GPS observations
 AA8383.and adjusted by the National Geodetic Survey in September 1995..
 AA8383
 AA8383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8383
 AA8383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8383
 AA8383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8383
 AA8383.The ellipsoidal height was determined by GPS observations
 AA8383.and is referenced to NAD 83.
 AA8383
 AA8383.The geoid height was determined by GEOID03.
 AA8383
 AA8383;                    North         East     Units Scale Factor Converg.
 AA8383;SPC AL W     -   172,081.943   559,111.633   MT  0.99995395   -0 13 31.3
 AA8383;UTM  16      - 3,491,104.956   411,667.576   MT  0.99969623   -0 29 13.2
 AA8383
 AA8383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8383!SPC AL W     -   1.00000096  x   0.99995395  =   0.99995491
 AA8383!UTM  16      -   1.00000096  x   0.99969623  =   0.99969719
 AA8383
 AA8383:                Primary Azimuth Mark                     Grid Az
 AA8383:SPC AL W     -  13 39                                    298 17 13.3
 AA8383:UTM  16      -  13 39                                    298 32 55.2
 AA8383
 AA8383|---------------------------------------------------------------------|
 AA8383| PID    Reference Object                     Distance      Geod. Az  |
 AA8383|                                                           dddmmss.s |
 AA8383| AA8384 13 39                               426.697 METERS 2980342.0 |
 AA8383|---------------------------------------------------------------------|
 AA8383
 AA8383                          SUPERSEDED SURVEY CONTROL
 AA8383
 AA8383  ELLIP H (09/29/95)   -6.10   (m)                       GP(       ) 3 2
 AA8383  NGVD 29 (09/29/95)   21.7    (m)           71.     (f) GPS OBS        
 AA8383
 AA8383.Superseded values are not recommended for survey control.
 AA8383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8383.See file dsdata.txt to determine how the superseded data were derived.
 AA8383
 AA8383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1166891105(NAD 83)
 AA8383_MARKER: DD = SURVEY DISK
 AA8383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8383_STAMPING: 13-38 1994
 AA8383_MARK LOGO: ALHD  
 AA8383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8383+STABILITY: SURFACE MOTION
 AA8383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8383+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2003
 AA8383
 AA8383  HISTORY     - Date     Condition        Report By
 AA8383  HISTORY     - 1994     MONUMENTED       ALHD
 AA8383  HISTORY     - 20030428 GOOD             GCT
 AA8383
 AA8383                          STATION DESCRIPTION
 AA8383
 AA8383'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8383'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8383'ALA 69, ABOUT 14.10 MI (22.69 KM) SOUTHWEST OF GROVE HILL AND ABOUT
 AA8383'16.85 MI (27.12 KM) SOUTHEAST OF COFFEEVILLE. TO REACH THE STATION
 AA8383'FROM THE ALA 69 OVERPASS OVER U.S. 43 (MILE POST 0.65 ON ALA 69 AND
 AA8383'MILE POST 64.90 ON U.S. 43) IN JACKSON, DRIVE NORTHWEST ON ALA 69 FOR
 AA8383'2.45 MI (3.94 KM) TO MILE POST 3.10 AND THE STATION ON THE RIGHT. THE
 AA8383'STATION IS 5.8 FT (1.8 M) SOUTH-SOUTHWEST OF A HOG WIRE FENCE WITH ONE
 AA8383'STRAND OF BARBED WIRE ON OLD TREATED WOOD POSTS, 34.9 FT (10.6 M)
 AA8383'NORTH-NORTHEAST OF THE CENTERLINE OF ALA 69, 59.7 FT (18.2 M) NORTH OF
 AA8383'THE NORTH POST OF A FIRST ASSEMBLY OF GOD ADOPT A MILE SIGN, 72.2 FT
 AA8383'(22.0 M) WEST-NORTHWEST OF A PVC GAS LINE MARKER, 79.6 FT (24.3 M)
 AA8383'NORTH OF TELEPHONE CABLE PEDESTAL NO. 84 ACROSS THE ROAD, 82.7 FT
 AA8383'(25.2 M) NORTH OF A REPEATER POST AND BURIED CABLE WARNING SIGN ACROSS
 AA8383'THE ROAD, 5.7 FT (1.7 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST,
 AA8383'AND SET FLUSH WITH THE GROUND. STATION 13-39 1994 MAY BE USED AS AN
 AA8383'AZIMUTH FOR THIS STATION.
 AA8383
 AA8383                          STATION RECOVERY (2003)
 AA8383
 AA8383'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2003 (DAH)
 AA8383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8384 ***********************************************************************
 AA8384  DESIGNATION -  13 39
 AA8384  PID         -  AA8384
 AA8384  STATE/COUNTY-  AL/CLARKE
 AA8384  USGS QUAD   -  JACKSON (1986)
 AA8384
 AA8384                         *CURRENT SURVEY CONTROL
 AA8384  ___________________________________________________________________
 AA8384* NAD 83(1992)-  31 33 12.07747(N)    087 56 04.64031(W)     ADJUSTED  
 AA8384* NAVD 88     -        37.7    (meters)     124.     (feet)  VERTCON   
 AA8384  ___________________________________________________________________
 AA8384  X           -     196,062.001 (meters)                     COMP
 AA8384  Y           -  -5,436,612.921 (meters)                     COMP
 AA8384  Z           -   3,318,334.889 (meters)                     COMP
 AA8384  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AA8384  ELLIP HEIGHT-           9.88  (meters)          (07/29/02) GPS OBS
 AA8384  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA8384
 AA8384  HORZ ORDER  -  FIRST
 AA8384  ELLP ORDER  -  FOURTH    CLASS I
 AA8384
 AA8384.The horizontal coordinates were established by GPS observations
 AA8384.and adjusted by the National Geodetic Survey in September 1995..
 AA8384
 AA8384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8384
 AA8384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8384
 AA8384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8384
 AA8384.The ellipsoidal height was determined by GPS observations
 AA8384.and is referenced to NAD 83.
 AA8384
 AA8384.The geoid height was determined by GEOID03.
 AA8384
 AA8384;                    North         East     Units Scale Factor Converg.
 AA8384;SPC AL W     -   172,284.141   558,735.908   MT  0.99995433   -0 13 38.8
 AA8384;UTM  16      - 3,491,308.815   411,292.874   MT  0.99969705   -0 29 20.8
 AA8384
 AA8384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8384!SPC AL W     -   0.99999845  x   0.99995433  =   0.99995278
 AA8384!UTM  16      -   0.99999845  x   0.99969705  =   0.99969550
 AA8384
 AA8384:                Primary Azimuth Mark                     Grid Az
 AA8384:SPC AL W     -  13 38                                    118 17 13.3
 AA8384:UTM  16      -  13 38                                    118 32 55.3
 AA8384
 AA8384|---------------------------------------------------------------------|
 AA8384| PID    Reference Object                     Distance      Geod. Az  |
 AA8384|                                                           dddmmss.s |
 AA8384| AA8383 13 38                               426.697 METERS 1180334.5 |
 AA8384|---------------------------------------------------------------------|
 AA8384
 AA8384                          SUPERSEDED SURVEY CONTROL
 AA8384
 AA8384  ELLIP H (09/29/95)    9.92   (m)                       GP(       ) 3 2
 AA8384  NGVD 29 (09/29/95)   37.7    (m)          124.     (f) GPS OBS        
 AA8384
 AA8384.Superseded values are not recommended for survey control.
 AA8384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8384.See file dsdata.txt to determine how the superseded data were derived.
 AA8384
 AA8384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1129391309(NAD 83)
 AA8384_MARKER: DD = SURVEY DISK
 AA8384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8384_STAMPING: 13-39 1994
 AA8384_MARK LOGO: ALHD  
 AA8384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8384+STABILITY: SURFACE MOTION
 AA8384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8384+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8384
 AA8384  HISTORY     - Date     Condition        Report By
 AA8384  HISTORY     - 1994     MONUMENTED       ALHD
 AA8384
 AA8384                          STATION DESCRIPTION
 AA8384
 AA8384'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8384'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8384'ALA 69, ABOUT 14.10 MI (22.69 KM) SOUTHWEST OF GROVE HILL AND ABOUT
 AA8384'16.65 MI (26.79 KM) SOUTHEAST OF COFFEEVILLE. TO REACH THE STATION
 AA8384'FROM THE ALA 69 OVERPASS OVER U.S. 43 (MILE POST 0.65 ON ALA 69 AND
 AA8384'MILE POST 64.90 ON U.S. 43) IN JACKSON, DRIVE NORTHWEST ON ALA 69 FOR
 AA8384'2.70 MI (4.35 KM) TO MILE POST 3.35 AND THE STATION ON THE RIGHT. THE
 AA8384'STATION IS LOCATED ACROSS ALA 69 FROM STAVE CREEK BAPTIST CHURCH
 AA8384'CEMETARY, 6.0 FT (1.8 M) SOUTH-SOUTHWEST OF A HOG WIRE FENCE WITH ONE
 AA8384'STRAND OF BARBED WIRE ON OLD TREATED WOOD POSTS, 34.8 FT (10.6 M)
 AA8384'NORTH-NORTHEAST OF THE CENTERLINE OF ALA 69, 98.8 FT (30.1 M)
 AA8384'EAST-SOUTHEAST OF A PVC GAS LINE MARKER, 100.5 FT (30.6 M)
 AA8384'NORTH-NORTHWEST OF A POWER AND CABLE POLE WITH A SECURITY LIGHT ACROSS
 AA8384'THE ROAD, 101.9 FT (31.1 M) NORTH-NORTHWEST OF TELEPHONE CABLE
 AA8384'PEDESTAL NO. 88 ACROSS THE ROAD, 105.8 FT (32.2 M) EAST-SOUTHEAST OF A
 AA8384'RED FIRE HYDRANT, 119.3 FT (36.4 M) EAST-SOUTHEAST OF THE SOUTHWEST
 AA8384'CORNER OF THE FENCE AND THE SOUTH POST OF A DOUBLE CHAIN LINK GATE,
 AA8384'5.7 FT (1.7 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA8384'FLUSH WITH THE GROUND. STATION 13-38 1994 MAY BE USED AS AN AZIMUTH
 AA8384'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2109 ***********************************************************************
 BU2109  DESIGNATION -  13 4
 BU2109  PID         -  BU2109
 BU2109  STATE/COUNTY-  AL/CLARKE
 BU2109  USGS QUAD   -  GROVE HILL (1986)
 BU2109
 BU2109                         *CURRENT SURVEY CONTROL
 BU2109  ___________________________________________________________________
 BU2109* NAD 83(1992)-  31 44 21.37562(N)    087 45 50.75704(W)     ADJUSTED  
 BU2109* NAVD 88     -       142.0    (meters)     466.     (feet)  VERTCON   
 BU2109  ___________________________________________________________________
 BU2109  X           -     211,822.991 (meters)                     COMP
 BU2109  Y           -  -5,425,286.269 (meters)                     COMP
 BU2109  Z           -   3,335,938.956 (meters)                     COMP
 BU2109  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BU2109  ELLIP HEIGHT-         114.16  (meters)          (07/29/02) GPS OBS
 BU2109  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BU2109
 BU2109  HORZ ORDER  -  FIRST
 BU2109  ELLP ORDER  -  FOURTH    CLASS I
 BU2109
 BU2109.The horizontal coordinates were established by GPS observations
 BU2109.and adjusted by the National Geodetic Survey in December 1992..
 BU2109
 BU2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2109
 BU2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2109
 BU2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2109
 BU2109.The ellipsoidal height was determined by GPS observations
 BU2109.and is referenced to NAD 83.
 BU2109
 BU2109.The geoid height was determined by GEOID03.
 BU2109
 BU2109;                    North         East     Units Scale Factor Converg.
 BU2109;SPC AL W     -   192,845.708   574,975.707   MT  0.99994105   -0 08 20.2
 BU2109;UTM  16      - 3,511,790.337   427,622.296   MT  0.99966461   -0 24 07.1
 BU2109
 BU2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2109!SPC AL W     -   0.99998207  x   0.99994105  =   0.99992313
 BU2109!UTM  16      -   0.99998207  x   0.99966461  =   0.99964669
 BU2109
 BU2109:                Primary Azimuth Mark                     Grid Az
 BU2109:SPC AL W     -  13 5                                     353 37 45.2
 BU2109:UTM  16      -  13 5                                     353 53 32.1
 BU2109
 BU2109|---------------------------------------------------------------------|
 BU2109| PID    Reference Object                     Distance      Geod. Az  |
 BU2109|                                                           dddmmss.s |
 BU2109| BU2110 13 5                                485.978 METERS 3532925.0 |
 BU2109|---------------------------------------------------------------------|
 BU2109
 BU2109                          SUPERSEDED SURVEY CONTROL
 BU2109
 BU2109  ELLIP H (12/04/92)  114.20   (m)                       GP(       ) 4 1
 BU2109  NAD 83(1986)-  31 44 21.39119(N)    087 45 50.75791(W) AD(       ) 1
 BU2109  NGVD 29 (12/04/92)  141.9    (m)          466.     (f) GPS OBS        
 BU2109
 BU2109.Superseded values are not recommended for survey control.
 BU2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2109.See file dsdata.txt to determine how the superseded data were derived.
 BU2109
 BU2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA2762211790(NAD 83)
 BU2109_MARKER: DD = SURVEY DISK
 BU2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2109_SP_SET: CONCRETE POST
 BU2109_STAMPING: 13-4 1990
 BU2109_MARK LOGO: ALHD  
 BU2109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2109+STABILITY: SURFACE MOTION
 BU2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2109+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 BU2109
 BU2109  HISTORY     - Date     Condition        Report By
 BU2109  HISTORY     - 1990     MONUMENTED       ALHD
 BU2109  HISTORY     - 19910313 GOOD
 BU2109
 BU2109                          STATION DESCRIPTION
 BU2109
 BU2109'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2109'THE STATION IS LOCATED IN CLARKE COUNTY ON THE EAST RIGHT OF WAY OF U.
 BU2109'S. 43, ABOUT 3.70 KM (2.30 MI) NORTH OF GROVE HILL AND ABOUT 6.04 KM
 BU2109'(3.75 MI) SOUTHWEST OF FULTON.
 BU2109'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND U. S. 84 WEST
 BU2109'(MILE POST 80.90 ON U. S. 43) IN GROVE HILL, DRIVE NORTH ON U. S. 43
 BU2109'3.30 KM (2.05 MI) TO MILE POST 82.95 AND THE STATION ON THE RIGHT.
 BU2109'THE STATION IS 8.08 M (26.51 FT) NORTH OF TELEPHONE CABLE PEDESTAL NO.
 BU2109'A 69, 8.08 M (26.51 FT) NORTH - NORTHWEST OF A POWER POLE WITH THREE
 BU2109'TRANSFORMERS AND A NIGHT LIGHT, 9.75 M (31.99 FT) SOUTH OF THE CENTER
 BU2109'OF A PAVED DRIVEWAY, 14.33 M (47.01 FT) EAST - SOUTHEAST OF THE SOUTH
 BU2109'END OF AN 18 INCH CORREGATED METAL PIPE UNDER THE PAVED DRIVEWAY,
 BU2109'26.21 M (85.99 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 BU2109'U. S. 43, 30.30 M (99.41 FT) NORTH OF THE NORTHWEST CORNER OF A HOG
 BU2109'WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON WOOD POSTS, 30.91 M
 BU2109'(101.41 FT) SOUTH - SOUTHWEST OF THE SOUTHWEST CORNER OF THE BRICK
 BU2109'LATHAM FUNERAL HOME BUILDING, AND SET FLUSH WITH THE GROUND.
 BU2109'STATION 13- 5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2109
 BU2109                          STATION RECOVERY (1991)
 BU2109
 BU2109'RECOVERED 1991
 BU2109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8385 ***********************************************************************
 AA8385  DESIGNATION -  13 40
 AA8385  PID         -  AA8385
 AA8385  STATE/COUNTY-  AL/CLARKE
 AA8385  USGS QUAD   -  WALKER SPRINGS (1986)
 AA8385
 AA8385                         *CURRENT SURVEY CONTROL
 AA8385  ___________________________________________________________________
 AA8385* NAD 83(1992)-  31 31 13.47679(N)    087 46 22.80515(W)     ADJUSTED  
 AA8385* NAVD 88     -        86.0    (meters)     282.     (feet)  VERTCON   
 AA8385  ___________________________________________________________________
 AA8385  X           -     211,472.727 (meters)                     COMP
 AA8385  Y           -  -5,437,988.431 (meters)                     COMP
 AA8385  Z           -   3,315,246.712 (meters)                     COMP
 AA8385  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AA8385  ELLIP HEIGHT-          58.03  (meters)          (07/29/02) GPS OBS
 AA8385  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA8385
 AA8385  HORZ ORDER  -  FIRST
 AA8385  ELLP ORDER  -  FOURTH    CLASS I
 AA8385
 AA8385.The horizontal coordinates were established by GPS observations
 AA8385.and adjusted by the National Geodetic Survey in September 1995..
 AA8385
 AA8385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8385
 AA8385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8385
 AA8385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8385
 AA8385.The ellipsoidal height was determined by GPS observations
 AA8385.and is referenced to NAD 83.
 AA8385
 AA8385.The geoid height was determined by GEOID03.
 AA8385
 AA8385;                    North         East     Units Scale Factor Converg.
 AA8385;SPC AL W     -   168,581.920   574,071.550   MT  0.99994162   -0 08 33.8
 AA8385;UTM  16      - 3,487,537.632   426,607.378   MT  0.99966643   -0 24 14.9
 AA8385
 AA8385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8385!SPC AL W     -   0.99999089  x   0.99994162  =   0.99993251
 AA8385!UTM  16      -   0.99999089  x   0.99966643  =   0.99965732
 AA8385
 AA8385:                Primary Azimuth Mark                     Grid Az
 AA8385:SPC AL W     -  13 41                                    333 40 38.5
 AA8385:UTM  16      -  13 41                                    333 56 19.6
 AA8385
 AA8385|---------------------------------------------------------------------|
 AA8385| PID    Reference Object                     Distance      Geod. Az  |
 AA8385|                                                           dddmmss.s |
 AA8385| AA8386 13 41                               441.999 METERS 3333204.7 |
 AA8385|---------------------------------------------------------------------|
 AA8385
 AA8385                          SUPERSEDED SURVEY CONTROL
 AA8385
 AA8385  ELLIP H (09/29/95)   58.07   (m)                       GP(       ) 3 2
 AA8385  NGVD 29 (09/29/95)   86.0    (m)          282.     (f) GPS OBS        
 AA8385
 AA8385.Superseded values are not recommended for survey control.
 AA8385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8385.See file dsdata.txt to determine how the superseded data were derived.
 AA8385
 AA8385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2660787538(NAD 83)
 AA8385_MARKER: DD = SURVEY DISK
 AA8385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8385_STAMPING: 13-40 1994
 AA8385_MARK LOGO: ALHD  
 AA8385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8385+STABILITY: SURFACE MOTION
 AA8385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8385+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8385
 AA8385  HISTORY     - Date     Condition        Report By
 AA8385  HISTORY     - 1994     MONUMENTED       ALHD
 AA8385
 AA8385                          STATION DESCRIPTION
 AA8385
 AA8385'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8385'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8385'CLARKE COUNTY ROAD NO. 19, ABOUT 2.40 MI (3.86 KM) NORTHWEST OF PERRYS
 AA8385'CHAPEL AND ABOUT 7.10 MI (11.43 KM) EAST OF JACKSON. TO REACH THE
 AA8385'STATION FROM THE ALA 69 OVERPASS OVER U.S. 43 ( MILE POST 64.90 ON
 AA8385'U.S. 43 AND MILE POST 0.65 ON ALA 69) IN JACKSON, DRIVE NORTHEAST ON
 AA8385'U.S. 43 FOR 2.65 MI (4.26 KM) TO MILE POST 67.55 AND CLARKE COUNTY
 AA8385'ROAD NO. 10 ON THE RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 10 AND
 AA8385'DRIVE NORTHEAST, SOUTHEAST, AND EAST FOR 5.50 MI (8.85 KM) TO AN
 AA8385'INTERSECTION WITH CLARKE COUNTY ROAD NO. 19 LEFT AND RIGHT, BEAR RIGHT
 AA8385'ON CLARKE COUNTY ROAD NO. 19 AND DRIVE SOUTHEAST FOR 1.15 MI (1.85 KM)
 AA8385'TO A RAILROAD GRADE CROSSING, CONTINUE SOUTHEAST FOR 1.90 MI (3.06 KM)
 AA8385'TO THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M)
 AA8385'EAST-NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON WOOD AND STEEL
 AA8385'POSTS, 37.4 FT (11.4 M) NORTH-NORTHWEST OF A TEN-INCH WOOD POST IN THE
 AA8385'FENCE LINE, 39.8 FT (12.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 AA8385'CLARKE COUNTY ROAD NO. 19, 83.3 FT (25.4 M) SOUTH-SOUTHEAST OF A
 AA8385'TEN-INCH WOOD POST IN THE FENCE LINE, 104.8 FT (31.9 M) WEST OF
 AA8385'JUNCTION AND TRANSFORMER POWER POLE NO. 6 - 222 WITH TWO GUY WIRES
 AA8385'ACROSS THE ROAD, 3.1 FT (0.9 M) EAST-NORTHEAST OF A CARSONITE WITNESS
 AA8385'POST, AND SET FLUSH WITH THE GROUND. STATION 13-41 1994 MAY BE USED AS
 AA8385'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8386 ***********************************************************************
 AA8386  DESIGNATION -  13 41
 AA8386  PID         -  AA8386
 AA8386  STATE/COUNTY-  AL/CLARKE
 AA8386  USGS QUAD   -  WALKER SPRINGS (1986)
 AA8386
 AA8386                         *CURRENT SURVEY CONTROL
 AA8386  ___________________________________________________________________
 AA8386* NAD 83(1992)-  31 31 26.32363(N)    087 46 30.27137(W)     ADJUSTED  
 AA8386* NAVD 88     -        96.2    (meters)     316.     (feet)  VERTCON   
 AA8386  ___________________________________________________________________
 AA8386  X           -     211,268.195 (meters)                     COMP
 AA8386  Y           -  -5,437,798.086 (meters)                     COMP
 AA8386  Z           -   3,315,589.360 (meters)                     COMP
 AA8386  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA8386  ELLIP HEIGHT-          68.27  (meters)          (07/29/02) GPS OBS
 AA8386  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA8386
 AA8386  HORZ ORDER  -  FIRST
 AA8386  ELLP ORDER  -  FOURTH    CLASS I
 AA8386
 AA8386.The horizontal coordinates were established by GPS observations
 AA8386.and adjusted by the National Geodetic Survey in September 1995..
 AA8386
 AA8386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8386
 AA8386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8386
 AA8386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8386
 AA8386.The ellipsoidal height was determined by GPS observations
 AA8386.and is referenced to NAD 83.
 AA8386
 AA8386.The geoid height was determined by GEOID03.
 AA8386
 AA8386;                    North         East     Units Scale Factor Converg.
 AA8386;SPC AL W     -   168,978.065   573,875.568   MT  0.99994175   -0 08 37.8
 AA8386;UTM  16      - 3,487,934.559   426,413.259   MT  0.99966679   -0 24 19.0
 AA8386
 AA8386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8386!SPC AL W     -   0.99998928  x   0.99994175  =   0.99993103
 AA8386!UTM  16      -   0.99998928  x   0.99966679  =   0.99965607
 AA8386
 AA8386:                Primary Azimuth Mark                     Grid Az
 AA8386:SPC AL W     -  13 40                                    153 40 38.6
 AA8386:UTM  16      -  13 40                                    153 56 19.8
 AA8386
 AA8386|---------------------------------------------------------------------|
 AA8386| PID    Reference Object                     Distance      Geod. Az  |
 AA8386|                                                           dddmmss.s |
 AA8386| AA8385 13 40                               441.999 METERS 1533200.8 |
 AA8386|---------------------------------------------------------------------|
 AA8386
 AA8386                          SUPERSEDED SURVEY CONTROL
 AA8386
 AA8386  ELLIP H (09/29/95)   68.30   (m)                       GP(       ) 3 2
 AA8386  NGVD 29 (09/29/95)   96.2    (m)          316.     (f) GPS OBS        
 AA8386
 AA8386.Superseded values are not recommended for survey control.
 AA8386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8386.See file dsdata.txt to determine how the superseded data were derived.
 AA8386
 AA8386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2641387935(NAD 83)
 AA8386_MARKER: DD = SURVEY DISK
 AA8386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8386_STAMPING: 13-41 1994
 AA8386_MARK LOGO: ALHD  
 AA8386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8386+STABILITY: SURFACE MOTION
 AA8386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8386+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8386
 AA8386  HISTORY     - Date     Condition        Report By
 AA8386  HISTORY     - 1994     MONUMENTED       ALHD
 AA8386
 AA8386                          STATION DESCRIPTION
 AA8386
 AA8386'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8386'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8386'CLARKE COUNTY ROAD NO. 19, ABOUT 2.65 MI (4.26 KM) NORTHWEST OF PERRYS
 AA8386'CHAPEL AND ABOUT 7.00 MI (11.27 KM) EAST OF JACKSON. TO REACH THE
 AA8386'STATION FROM THE ALA 69 OVERPASS OVER U.S. 43 ( MILE POST 64.90 ON
 AA8386'U.S. 43 AND MILE POST 0.65 ON ALA 69) IN JACKSON, DRIVE NORTHEAST ON
 AA8386'U.S. 43 FOR 2.65 MI (4.26 KM) TO MILE POST 67.55 AND CLARKE COUNTY
 AA8386'ROAD NO. 10 ON THE RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 10 AND
 AA8386'DRIVE NORTHEAST, SOUTHEAST, AND EAST FOR 5.50 MI (8.85 KM) TO AN
 AA8386'INTERSECTION WITH CLARKE COUNTY ROAD NO. 19 LEFT AND RIGHT, BEAR RIGHT
 AA8386'ON CLARKE COUNTY ROAD NO. 19 AND DRIVE SOUTHEAST FOR 1.15 MI (1.85 KM)
 AA8386'TO A RAILROAD GRADE CROSSING, CONTINUE SOUTHEAST FOR 1.60 MI (2.57 KM)
 AA8386'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA8386'EAST-NORTHEAST OF A THREE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS,
 AA8386'37.0 FT (11.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF CLARKE COUNTY
 AA8386'ROAD NO. 19, 131.7 FT (40.1 M) SOUTH OF A JUNCTION POWER POLE WITH ONE
 AA8386'GUY WIRE ACROSS THE ROAD, 2.7 FT (0.8 M) EAST-NORTHEAST OF A CARSONITE
 AA8386'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-40 1994 MAY BE
 AA8386'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8387 ***********************************************************************
 AA8387  DESIGNATION -  13 42
 AA8387  PID         -  AA8387
 AA8387  STATE/COUNTY-  AL/CLARKE
 AA8387  USGS QUAD   -  PRESTWICK (1983)
 AA8387
 AA8387                         *CURRENT SURVEY CONTROL
 AA8387  ___________________________________________________________________
 AA8387* NAD 83(1992)-  31 27 44.63003(N)    087 53 50.09401(W)     ADJUSTED  
 AA8387* NAVD 88     -        19.4    (meters)      64.     (feet)  VERTCON   
 AA8387  ___________________________________________________________________
 AA8387  X           -     199,801.070 (meters)                     COMP
 AA8387  Y           -  -5,441,735.309 (meters)                     COMP
 AA8387  Z           -   3,309,726.913 (meters)                     COMP
 AA8387  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AA8387  ELLIP HEIGHT-          -8.56  (meters)          (07/29/02) GPS OBS
 AA8387  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AA8387
 AA8387  HORZ ORDER  -  FIRST
 AA8387  ELLP ORDER  -  FOURTH    CLASS I
 AA8387
 AA8387.The horizontal coordinates were established by GPS observations
 AA8387.and adjusted by the National Geodetic Survey in September 1995..
 AA8387
 AA8387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8387
 AA8387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8387
 AA8387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8387
 AA8387.The ellipsoidal height was determined by GPS observations
 AA8387.and is referenced to NAD 83.
 AA8387
 AA8387.The geoid height was determined by GEOID03.
 AA8387
 AA8387;                    North         East     Units Scale Factor Converg.
 AA8387;SPC AL W     -   162,186.002   562,247.768   MT  0.99995091   -0 12 26.4
 AA8387;UTM  16      - 3,481,197.385   414,757.740   MT  0.99968962   -0 28 06.0
 AA8387
 AA8387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8387!SPC AL W     -   1.00000134  x   0.99995091  =   0.99995225
 AA8387!UTM  16      -   1.00000134  x   0.99968962  =   0.99969096
 AA8387
 AA8387                          SUPERSEDED SURVEY CONTROL
 AA8387
 AA8387  ELLIP H (09/29/95)   -8.52   (m)                       GP(       ) 3 2
 AA8387  NGVD 29 (09/29/95)   19.4    (m)           64.     (f) GPS OBS        
 AA8387
 AA8387.Superseded values are not recommended for survey control.
 AA8387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8387.See file dsdata.txt to determine how the superseded data were derived.
 AA8387
 AA8387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1475881197(NAD 83)
 AA8387_MARKER: DD = SURVEY DISK
 AA8387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8387_STAMPING: 13-42 1994
 AA8387_MARK LOGO: ALHD  
 AA8387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8387+STABILITY: SURFACE MOTION
 AA8387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8387+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8387
 AA8387  HISTORY     - Date     Condition        Report By
 AA8387  HISTORY     - 1994     MONUMENTED       ALHD
 AA8387
 AA8387                          STATION DESCRIPTION
 AA8387
 AA8387'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8387'THE STATION IS LOCATED IN CLARKE COUNTY ON THE JACKSON MUNICIPAL
 AA8387'AIRPORT, ABOUT 3.30 MI (5.31 KM) SOUTH OF JACKSON AND ABOUT 4.35 MI
 AA8387'(7.00 KM) NORTHWEST OF ROCKVILLE. TO REACH THE STATION FROM THE ALA 69
 AA8387'OVERPASS OVER U.S. 43 (MILE POST 64.90 ON U.S. 43 AND MILE POST 0.65
 AA8387'ON ALA 69) IN JACKSON, DRIVE SOUTHWEST ON U.S. 43 FOR 1.55 MI (2.49
 AA8387'KM) TO MILE POST 63.35 AND ALA 177 ON THE LEFT (MILE POST 0.00 ON ALA
 AA8387'177), TURN LEFT ON ALA 177 AND DRIVE SOUTHEAST FOR 2.65 MI (4.26 KM)
 AA8387'TO MILE POST 2.65 AND CLARKE COUNTY ROAD NO. 15 ON THE RIGHT, TURN
 AA8387'RIGHT ON CLARKE COUNTY ROAD NO. 15 AND DRIVE SOUTH FOR 1.65 MI (2.66
 AA8387'KM) TO A Y-INTERSECTION WITH CLARKE COUNTY ROAD NO. 2 ON THE LEFT AND
 AA8387'CLARKE COUNTY ROAD NO. 15 ON THE RIGHT, BEAR RIGHT ON CLARKE COUNTY
 AA8387'ROAD NO. 15 AND DRIVE SOUTH FOR 1.15 MI (1.85 KM) TO A PAVED COUNTY
 AA8387'ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST
 AA8387'FOR 1.00 MI (1.61 KM) TO A GATE AT THE NORTHEAST CORNER OF A PAVED
 AA8387'PARKING APRON, PASS THROUGH THE GATE AND BEAR SOUTHWEST ACROSS THE
 AA8387'PAVED PARKING APRON FOR 0.05 MI (0.08 KM) TO A PAVED RAMP TO THE
 AA8387'RUNWAY, BEAR RIGHT ON THE PAVED RAMP AND DRIVE WEST FOR 0.05 MI (0.08
 AA8387'KM) TO A GRAVEL ROADWAY ALONG THE EAST SIDE OF THE RUNWAY, TURN LEFT
 AA8387'ON THE GRAVEL ROADWAY AND DRIVE SOUTH FOR 0.80 MI (1.29 KM) TO THE
 AA8387'SOUTH END OF THE RUNWAY, CONTINUE SOUTH FOR 0.10 MI (0.16 KM) TO THE
 AA8387'STATION ON THE RIGHT. THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER
 AA8387'OF THE JACKSON MUNICIPAL AIRPORT IN LINE WITH THE EAST EDGE OF THE
 AA8387'PAVED RUNWAY, 495.0 FT (150.9 M) SOUTH OF THE SOUTHEAST CORNER OF THE
 AA8387'PAVED RUNWAY, 503.1 FT (153.3 M) SOUTH-SOUTHEAST OF THE SOUTHWEST
 AA8387'CORNER OF THE PAVED RUNWAY, 514.9 FT (156.9 M) SOUTH-SOUTHEAST OF THE
 AA8387'SOUTHWEST CORNER OF A PAVED PARKING AREA, 2.1 FT (0.6 M) NORTH OF A
 AA8387'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 13-43
 AA8387'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION. BEFORE USING THIS
 AA8387'STATION, PLEASE NOTIFY THE CITY MANAGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8388 ***********************************************************************
 AA8388  DESIGNATION -  13 43
 AA8388  PID         -  AA8388
 AA8388  STATE/COUNTY-  AL/CLARKE
 AA8388  USGS QUAD   -  PRESTWICK (1983)
 AA8388
 AA8388                         *CURRENT SURVEY CONTROL
 AA8388  ___________________________________________________________________
 AA8388* NAD 83(1992)-  31 28 31.38540(N)    087 53 40.76792(W)     ADJUSTED  
 AA8388* NAVD 88     -        10.0    (meters)      33.     (feet)  VERTCON   
 AA8388  ___________________________________________________________________
 AA8388  X           -     200,019.200 (meters)                     COMP
 AA8388  Y           -  -5,440,966.967 (meters)                     COMP
 AA8388  Z           -   3,310,950.211 (meters)                     COMP
 AA8388  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AA8388  ELLIP HEIGHT-         -18.02  (meters)          (07/29/02) GPS OBS
 AA8388  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AA8388
 AA8388  HORZ ORDER  -  FIRST
 AA8388  ELLP ORDER  -  FOURTH    CLASS I
 AA8388
 AA8388.The horizontal coordinates were established by GPS observations
 AA8388.and adjusted by the National Geodetic Survey in September 1995..
 AA8388
 AA8388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8388
 AA8388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8388
 AA8388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8388
 AA8388.The ellipsoidal height was determined by GPS observations
 AA8388.and is referenced to NAD 83.
 AA8388
 AA8388.The geoid height was determined by GEOID03.
 AA8388
 AA8388;                    North         East     Units Scale Factor Converg.
 AA8388;SPC AL W     -   163,625.067   562,499.142   MT  0.99995067   -0 12 21.8
 AA8388;UTM  16      - 3,482,634.914   415,015.601   MT  0.99968908   -0 28 01.8
 AA8388
 AA8388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8388!SPC AL W     -   1.00000283  x   0.99995067  =   0.99995350
 AA8388!UTM  16      -   1.00000283  x   0.99968908  =   0.99969191
 AA8388
 AA8388                          SUPERSEDED SURVEY CONTROL
 AA8388
 AA8388  ELLIP H (09/29/95)  -17.98   (m)                       GP(       ) 3 2
 AA8388  NGVD 29 (09/29/95)    9.9    (m)           32.     (f) GPS OBS        
 AA8388
 AA8388.Superseded values are not recommended for survey control.
 AA8388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8388.See file dsdata.txt to determine how the superseded data were derived.
 AA8388
 AA8388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1501682635(NAD 83)
 AA8388_MARKER: DD = SURVEY DISK
 AA8388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8388_STAMPING: 13-43 1994
 AA8388_MARK LOGO: ALHD  
 AA8388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8388+STABILITY: SURFACE MOTION
 AA8388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8388+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8388
 AA8388  HISTORY     - Date     Condition        Report By
 AA8388  HISTORY     - 1994     MONUMENTED       ALHD
 AA8388
 AA8388                          STATION DESCRIPTION
 AA8388
 AA8388'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8388'THE STATION IS LOCATED IN CLARKE COUNTY ON THE JACKSON MUNICIPAL
 AA8388'AIRPORT, ABOUT 2.40 MI (3.86 KM) SOUTH OF JACKSON AND ABOUT 4.80 MI
 AA8388'(7.72 KM) NORTHWEST OF ROCKVILLE. TO REACH THE STATION FROM THE ALA 69
 AA8388'OVERPASS OVER U.S. 43 (MILE POST 64.90 ON U.S. 43 AND MILE POST 0.65
 AA8388'ON ALA 69) IN JACKSON, DRIVE SOUTHWEST ON U.S. 43 FOR 1.55 MI (2.49
 AA8388'KM) TO MILE POST 63.35 AND ALA 177 ON THE LEFT (MILE POST 0.00 ON ALA
 AA8388'177), TURN LEFT ON ALA 177 AND DRIVE SOUTHEAST FOR 2.65 MI (4.26 KM)
 AA8388'TO MILE POST 2.65 AND CLARKE COUNTY ROAD NO. 15 ON THE RIGHT, TURN
 AA8388'RIGHT ON CLARKE COUNTY ROAD NO. 15 AND DRIVE SOUTH FOR 1.65 MI (2.66
 AA8388'KM) TO A Y-INTERSECTION WITH CLARKE COUNTY ROAD NO. 2 ON THE LEFT AND
 AA8388'CLARKE COUNTY ROAD NO. 15 ON THE RIGHT, BEAR RIGHT ON CLARKE COUNTY
 AA8388'ROAD NO. 15 AND DRIVE SOUTH FOR 1.15 MI (1.85 KM) TO A PAVED COUNTY
 AA8388'ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST
 AA8388'FOR 1.00 MI (1.61 KM) TO A GATE AT THE NORTHEAST CORNER OF A PAVED
 AA8388'PARKING APRON, PASS THROUGH THE GATE AND BEAR SOUTHWEST ACROSS THE
 AA8388'PAVED PARKING APRON FOR 0.05 MI (0.08 KM) TO A PAVED RAMP TO THE
 AA8388'RUNWAY, BEAR RIGHT ON THE PAVED RAMP AND DRIVE WEST FOR 0.05 MI (0.08
 AA8388'KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED ON THE JACKSON
 AA8388'MUNICIPAL AIRPORT APPROXIMATELY 300 FT (91.4 M) SOUTHWEST OF THE
 AA8388'TERMINAL BUILDING, 65.3 FT (19.9 M) EAST OF A CLEAR RUNWAY MARKER
 AA8388'LIGHT, 70.8 FT (21.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A PAVED
 AA8388'PARKING APRON, 71.6 FT (21.8 M) SOUTH OF A BLUE RAMP MARKER LIGHT,
 AA8388'74.4 FT (22.7 M) EAST OF THE EAST EDGE OF THE PAVED RUNWAY, 84.0 FT
 AA8388'(25.6 M) SOUTHEAST OF A BLUE RAMP MARKER LIGHT, 92.0 FT (28.0 M)
 AA8388'WEST-SOUTHWEST OF THE CENTER OF A PAVED TAXIWAY FROM THE PARKING APRON
 AA8388'TO THE HANGERS, 108.0 FT (32.9 M) SOUTH OF THE CENTER OF A PAVED RAMP,
 AA8388'114.6 FT (34.9 M) EAST OF THE CENTERLINE OF THE PAVED RUNWAY, 117.7 FT
 AA8388'(35.9 M) NORTH-NORTHWEST OF THE POLE FOR A WIND DIRECTION INDICATOR,
 AA8388'AND SET FLUSH WITH THE GROUND. STATION 13-42 1994 MAY BE USED AS AN
 AA8388'AZIMUTH FOR THIS STATION. BEFORE USING THIS STATION, PLEASE NOTIFY THE
 AA8388'CITY MANAGER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8389 ***********************************************************************
 AA8389  DESIGNATION -  13 44
 AA8389  PID         -  AA8389
 AA8389  STATE/COUNTY-  AL/CLARKE
 AA8389  USGS QUAD   -  ALMA (1983)
 AA8389
 AA8389                         *CURRENT SURVEY CONTROL
 AA8389  ___________________________________________________________________
 AA8389* NAD 83(1992)-  31 23 57.61758(N)    087 50 30.30145(W)     ADJUSTED  
 AA8389* NAVD 88     -        76.6    (meters)     251.     (feet)  VERTCON   
 AA8389  ___________________________________________________________________
 AA8389  X           -     205,211.097 (meters)                     COMP
 AA8389  Y           -  -5,445,231.255 (meters)                     COMP
 AA8389  Z           -   3,303,790.735 (meters)                     COMP
 AA8389  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AA8389  ELLIP HEIGHT-          48.44  (meters)          (07/29/02) GPS OBS
 AA8389  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AA8389
 AA8389  HORZ ORDER  -  FIRST
 AA8389  ELLP ORDER  -  FOURTH    CLASS I
 AA8389
 AA8389.The horizontal coordinates were established by GPS observations
 AA8389.and adjusted by the National Geodetic Survey in September 1995..
 AA8389
 AA8389.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8389
 AA8389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8389
 AA8389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8389
 AA8389.The ellipsoidal height was determined by GPS observations
 AA8389.and is referenced to NAD 83.
 AA8389
 AA8389.The geoid height was determined by GEOID03.
 AA8389
 AA8389;                    North         East     Units Scale Factor Converg.
 AA8389;SPC AL W     -   155,176.869   567,500.262   MT  0.99994636   -0 10 41.0
 AA8389;UTM  16      - 3,474,166.280   419,976.901   MT  0.99967898   -0 26 18.9
 AA8389
 AA8389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8389!SPC AL W     -   0.99999239  x   0.99994636  =   0.99993875
 AA8389!UTM  16      -   0.99999239  x   0.99967898  =   0.99967138
 AA8389
 AA8389|---------------------------------------------------------------------|
 AA8389| PID    Reference Object                     Distance      Geod. Az  |
 AA8389|                                                           dddmmss.s |
 AA8389| AA8390 13 45                               384.503 METERS 03423     |
 AA8389|---------------------------------------------------------------------|
 AA8389
 AA8389                          SUPERSEDED SURVEY CONTROL
 AA8389
 AA8389  ELLIP H (09/29/95)   48.48   (m)                       GP(       ) 3 2
 AA8389  NGVD 29 (09/29/95)   76.6    (m)          251.     (f) GPS OBS        
 AA8389
 AA8389.Superseded values are not recommended for survey control.
 AA8389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8389.See file dsdata.txt to determine how the superseded data were derived.
 AA8389
 AA8389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1997774166(NAD 83)
 AA8389_MARKER: DD = SURVEY DISK
 AA8389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8389_STAMPING: 13-44 1994
 AA8389_MARK LOGO: ALHD  
 AA8389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8389+STABILITY: SURFACE MOTION
 AA8389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8389+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8389
 AA8389  HISTORY     - Date     Condition        Report By
 AA8389  HISTORY     - 1994     MONUMENTED       ALHD
 AA8389
 AA8389                          STATION DESCRIPTION
 AA8389
 AA8389'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8389'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8389'CLARKE COUNTY ROAD NO. 15, ABOUT 8.15 MI (13.12 KM) SOUTHWEST OF
 AA8389'PERRYS CHAPEL AND ABOUT 8.15 MI (13.12 KM) SOUTH-SOUTHEAST OF JACKSON.
 AA8389'TO REACH THE STATION FROM THE ALA 69 OVERPASS OVER U.S. 43 (MILE POST
 AA8389'64.90 ON U.S. 43 AND MILE POST 0.65 ON ALA 69) IN JACKSON, DRIVE
 AA8389'SOUTHWEST ON U.S. 43 FOR 1.55 MI (2.49 KM) TO MILE POST 63.35 AND ALA
 AA8389'177 ON THE LEFT (MILE POST 0.00 ON ALA 177), TURN LEFT ON ALA 177 AND
 AA8389'DRIVE SOUTHEAST FOR 2.65 MI (4.26 KM) TO MILE POST 2.65 AND CLARKE
 AA8389'COUNTY ROAD NO. 15 ON THE RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO.
 AA8389'15 AND DRIVE SOUTH FOR 1.65 MI (2.66 KM) TO A Y-INTERSECTION WITH
 AA8389'CLARKE COUNTY ROAD NO. 2 ON THE LEFT AND CLARKE COUNTY ROAD NO. 15 ON
 AA8389'THE RIGHT, BEAR RIGHT ON CLARKE COUNTY ROAD NO. 15 AND DRIVE SOUTH FOR
 AA8389'7.50 MI (12.07 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.1 FT
 AA8389'(0.9 M) EAST-SOUTHEAST OF A 5 FT (1.5 M) HORSE WIRE FENCE ON TREATED
 AA8389'TWO BY FOUR-INCH POSTS, 35.4 FT (10.8 M) NORTH-NORTHEAST OF A BURIED
 AA8389'CABLE WARNING SIGN ON A METAL POST, 42.0 FT (12.8 M) WEST-NORTHWEST OF
 AA8389'THE CENTERLINE OF CLARKE COUNTY ROAD NO. 15, 51.5 FT (15.7 M)
 AA8389'SOUTH-SOUTHWEST OF A BURIED CABLE WARNING SIGN ON A WOOD POST, 57.3 FT
 AA8389'(17.5 M) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE FENCE, 73.0 FT
 AA8389'(22.3 M) NORTH-NORTHEAST OF THE CENTER OF A GRAVEL FIELD ROAD, 77.4 FT
 AA8389'(23.6 M) NORTHWEST OF JUNCTION POWER POLE NO. 6 125 ACROSS THE ROAD,
 AA8389'3.1 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8389'WITH THE GROUND. STATION 13-45 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8389'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8390 ***********************************************************************
 AA8390  DESIGNATION -  13 45
 AA8390  PID         -  AA8390
 AA8390  STATE/COUNTY-  AL/CLARKE
 AA8390  USGS QUAD   -  ALMA (1983)
 AA8390
 AA8390                         *CURRENT SURVEY CONTROL
 AA8390  ___________________________________________________________________
 AA8390* NAD 83(1992)-  31 24 07.92048(N)    087 50 22.08173(W)     ADJUSTED  
 AA8390* NAVD 88     -        75.8    (meters)     249.     (feet)  VERTCON   
 AA8390  ___________________________________________________________________
 AA8390  X           -     205,421.834 (meters)                     COMP
 AA8390  Y           -  -5,445,057.220 (meters)                     COMP
 AA8390  Z           -   3,304,061.192 (meters)                     COMP
 AA8390  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AA8390  ELLIP HEIGHT-          47.69  (meters)          (07/29/02) GPS OBS
 AA8390  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AA8390
 AA8390  HORZ ORDER  -  FIRST
 AA8390  ELLP ORDER  -  FOURTH    CLASS I
 AA8390
 AA8390.The horizontal coordinates were established by GPS observations
 AA8390.and adjusted by the National Geodetic Survey in September 1995..
 AA8390
 AA8390.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8390
 AA8390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8390
 AA8390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8390
 AA8390.The ellipsoidal height was determined by GPS observations
 AA8390.and is referenced to NAD 83.
 AA8390
 AA8390.The geoid height was determined by GEOID03.
 AA8390
 AA8390;                    North         East     Units Scale Factor Converg.
 AA8390;SPC AL W     -   155,493.497   567,718.376   MT  0.99994618   -0 10 36.8
 AA8390;UTM  16      - 3,474,481.829   420,196.393   MT  0.99967855   -0 26 14.7
 AA8390
 AA8390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8390!SPC AL W     -   0.99999251  x   0.99994618  =   0.99993869
 AA8390!UTM  16      -   0.99999251  x   0.99967855  =   0.99967106
 AA8390
 AA8390|---------------------------------------------------------------------|
 AA8390| PID    Reference Object                     Distance      Geod. Az  |
 AA8390|                                                           dddmmss.s |
 AA8390| AA8389 13 44                               384.503 METERS 21423     |
 AA8390|---------------------------------------------------------------------|
 AA8390
 AA8390                          SUPERSEDED SURVEY CONTROL
 AA8390
 AA8390  ELLIP H (09/29/95)   47.73   (m)                       GP(       ) 3 2
 AA8390  NGVD 29 (09/29/95)   75.8    (m)          249.     (f) GPS OBS        
 AA8390
 AA8390.Superseded values are not recommended for survey control.
 AA8390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8390.See file dsdata.txt to determine how the superseded data were derived.
 AA8390
 AA8390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2019674482(NAD 83)
 AA8390_MARKER: DD = SURVEY DISK
 AA8390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8390_STAMPING: 13-45 1994
 AA8390_MARK LOGO: ALHD  
 AA8390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8390+STABILITY: SURFACE MOTION
 AA8390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8390+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8390
 AA8390  HISTORY     - Date     Condition        Report By
 AA8390  HISTORY     - 1994     MONUMENTED       ALHD
 AA8390
 AA8390                          STATION DESCRIPTION
 AA8390
 AA8390'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8390'THE STATION IS LOCATED IN CLARKE COUNTY ON THE EAST RIGHT OF WAY OF
 AA8390'CLARKE COUNTY ROAD NO. 15, ABOUT 7.90 MI (12.71 KM) SOUTHWEST OF
 AA8390'PERRYS CHAPEL AND ABOUT 8.05 MI (12.95 KM) SOUTH-SOUTHEAST OF JACKSON.
 AA8390'TO REACH THE STATION FROM THE ALA 69 OVERPASS OVER U.S. 43 (MILE POST
 AA8390'64.90 ON U.S. 43 AND MILE POST 0.65 ON ALA 69) IN JACKSON, DRIVE
 AA8390'SOUTHWEST ON U.S. 43 FOR 1.55 MI (2.49 KM) TO MILE POST 63.35 AND ALA
 AA8390'177 ON THE LEFT (MILE POST 0.00 ON ALA 177), TURN LEFT ON ALA 177 AND
 AA8390'DRIVE SOUTHEAST FOR 2.65 MI (4.26 KM) TO MILE POST 2.65 AND CLARKE
 AA8390'COUNTY ROAD NO. 15 ON THE RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO.
 AA8390'15 AND DRIVE SOUTH FOR 1.65 MI (2.66 KM) TO A Y-INTERSECTION WITH
 AA8390'CLARKE COUNTY ROAD NO. 2 ON THE LEFT AND CLARKE COUNTY ROAD NO. 15 ON
 AA8390'THE RIGHT, BEAR RIGHT ON CLARKE COUNTY ROAD NO. 15 AND DRIVE SOUTH FOR
 AA8390'7.25 MI (11.67 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.1 FT
 AA8390'(0.9 M) WEST OF A 3 FT (0.9 M) UNPAINTED BOARD FENCE, 33.7 FT (10.3 M)
 AA8390'EAST OF THE CENTERLINE OF CLARKE COUNTY ROAD NO. 15, 79.0 FT (24.1 M)
 AA8390'SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 85.7 FT (26.1 M)
 AA8390'SOUTHEAST OF A BURIED CABLE WARNING SIGN ACROSS THE ROAD, 96.0 FT
 AA8390'(29.3 M) NORTH-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 129.9 FT
 AA8390'(39.6 M) NORTH-NORTHEAST OF JUNCTION POWER POLE NO. 61765, 142.5 FT
 AA8390'(43.4 M) NORTHEAST OF TELEPHONE SERVICE POLE ACROSS THE ROAD, 142.5 FT
 AA8390'(43.4 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 59 S 54 ACROSS THE
 AA8390'ROAD, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA8390'FLUSH WITH THE GROUND. STATION 13-44 1994 MAY BE USED AS AN AZIMUTH
 AA8390'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8391 ***********************************************************************
 AA8391  DESIGNATION -  13 46
 AA8391  PID         -  AA8391
 AA8391  STATE/COUNTY-  AL/CLARKE
 AA8391  USGS QUAD   -  ALMA (1983)
 AA8391
 AA8391                         *CURRENT SURVEY CONTROL
 AA8391  ___________________________________________________________________
 AA8391* NAD 83(1992)-  31 23 25.59095(N)    087 45 29.59358(W)     ADJUSTED  
 AA8391* NAVD 88     -        23.6    (meters)      77.     (feet)  VERTCON   
 AA8391  ___________________________________________________________________
 AA8391  X           -     213,167.661 (meters)                     COMP
 AA8391  Y           -  -5,445,394.533 (meters)                     COMP
 AA8391  Z           -   3,302,921.140 (meters)                     COMP
 AA8391  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AA8391  ELLIP HEIGHT-          -4.57  (meters)          (07/29/02) GPS OBS
 AA8391  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AA8391
 AA8391  HORZ ORDER  -  FIRST
 AA8391  ELLP ORDER  -  FOURTH    CLASS I
 AA8391
 AA8391.The horizontal coordinates were established by GPS observations
 AA8391.and adjusted by the National Geodetic Survey in September 1995..
 AA8391
 AA8391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8391
 AA8391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8391
 AA8391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8391
 AA8391.The ellipsoidal height was determined by GPS observations
 AA8391.and is referenced to NAD 83.
 AA8391
 AA8391.The geoid height was determined by GEOID03.
 AA8391
 AA8391;                    North         East     Units Scale Factor Converg.
 AA8391;SPC AL W     -   154,168.875   575,441.498   MT  0.99994077   -0 08 04.2
 AA8391;UTM  16      - 3,473,122.477   427,911.313   MT  0.99966410   -0 23 41.8
 AA8391
 AA8391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8391!SPC AL W     -   1.00000072  x   0.99994077  =   0.99994149
 AA8391!UTM  16      -   1.00000072  x   0.99966410  =   0.99966482
 AA8391
 AA8391:                Primary Azimuth Mark                     Grid Az
 AA8391:SPC AL W     -  13 47                                    020 53 58.4
 AA8391:UTM  16      -  13 47                                    021 09 36.0
 AA8391
 AA8391|---------------------------------------------------------------------|
 AA8391| PID    Reference Object                     Distance      Geod. Az  |
 AA8391|                                                           dddmmss.s |
 AA8391| AA8392 13 47                               461.096 METERS 0204554.2 |
 AA8391|---------------------------------------------------------------------|
 AA8391
 AA8391                          SUPERSEDED SURVEY CONTROL
 AA8391
 AA8391  ELLIP H (09/29/95)   -4.53   (m)                       GP(       ) 3 2
 AA8391  NGVD 29 (09/29/95)   23.6    (m)           77.     (f) GPS OBS        
 AA8391
 AA8391.Superseded values are not recommended for survey control.
 AA8391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8391.See file dsdata.txt to determine how the superseded data were derived.
 AA8391
 AA8391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2791173122(NAD 83)
 AA8391_MARKER: DD = SURVEY DISK
 AA8391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8391_STAMPING: 13-46 1994
 AA8391_MARK LOGO: ALHD  
 AA8391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8391+STABILITY: SURFACE MOTION
 AA8391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8391+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8391
 AA8391  HISTORY     - Date     Condition        Report By
 AA8391  HISTORY     - 1994     MONUMENTED       ALHD
 AA8391
 AA8391                          STATION DESCRIPTION
 AA8391
 AA8391'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8391'THE STATION IS LOCATED IN CLARKE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8391'OF CLARKE COUNTY ROAD NO. 19, ABOUT 5.25 MI (8.45 KM) SOUTHWEST OF
 AA8391'GAINSTOWN AND ABOUT 11.50 MI (18.51 KM) SOUTHEAST OF JACKSON. TO REACH
 AA8391'THE STATION FROM THE ALA 69 OVERPASS OVER U.S. 43 (MILE POST 64.90 ON
 AA8391'U.S. 43 AND MILE POST 0.65 ON ALA 69) IN JACKSON, DRIVE SOUTHWEST ON
 AA8391'U.S. 43 FOR 1.55 MI (2.49 KM) TO MILE POST 63.35 AND ALA 177 ON THE
 AA8391'LEFT (MILE POST 0.00 ON ALA 177), TURN LEFT ON ALA 177 AND DRIVE
 AA8391'SOUTHEAST FOR 2.65 MI (4.26 KM) TO MILE POST 2.65 AND CLARKE COUNTY
 AA8391'ROAD NO. 15 ON THE RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 15 AND
 AA8391'DRIVE SOUTH FOR 1.65 MI (2.66 KM) TO A Y-INTERSECTION WITH CLARKE
 AA8391'COUNTY ROAD NO. 2 ON THE LEFT AND CLARKE COUNTY ROAD NO. 15 ON THE
 AA8391'RIGHT, BEAR LEFT ON CLARKE COUNTY ROAD NO. 2 AND DRIVE SOUTHEAST FOR
 AA8391'9.95 MI (16.01 KM) TO CLARKE COUNTY ROAD NO. 19 ON THE RIGHT, TURN
 AA8391'RIGHT ON CLARKE COUNTY ROAD NO. 19 AND DRIVE SOUTH FOR 3.40 MI (5.47
 AA8391'KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED IN THE
 AA8391'NORTHWEST CORNER OF NEW CANAAN CEMETARY, 19.3 FT (5.9 M) EAST OF A
 AA8391'GRAPHIC CURVE SIGN, 32.7 FT (10.0 M) SOUTHEAST OF THE CENTERLINE OF
 AA8391'CLARKE COUNTY ROAD NO. 19, 43.7 FT (13.3 M) WEST-SOUTHWEST OF A WILLIE
 AA8391'COUNCIL, SR. HEADSTONE, 75.3 FT (23.0 M) NORTH-NORTHEAST OF POWER AND
 AA8391'CABLE POLE NO. 64, 89.1 FT (27.2 M) NORTHWEST OF A W. L. JOHNSON
 AA8391'HEADSTONE, 2.0 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA8391'SET FLUSH WITH THE GROUND. STATION 13-47 1994 MAY BE USED AS AN
 AA8391'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8392 ***********************************************************************
 AA8392  DESIGNATION -  13 47
 AA8392  PID         -  AA8392
 AA8392  STATE/COUNTY-  AL/CLARKE
 AA8392  USGS QUAD   -  ALMA (1983)
 AA8392
 AA8392                         *CURRENT SURVEY CONTROL
 AA8392  ___________________________________________________________________
 AA8392* NAD 83(1992)-  31 23 39.58957(N)    087 45 23.40582(W)     ADJUSTED  
 AA8392* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 AA8392  ___________________________________________________________________
 AA8392  X           -     213,322.173 (meters)                     COMP
 AA8392  Y           -  -5,445,162.371 (meters)                     COMP
 AA8392  Z           -   3,303,288.344 (meters)                     COMP
 AA8392  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 AA8392  ELLIP HEIGHT-          -6.16  (meters)          (07/29/02) GPS OBS
 AA8392  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AA8392
 AA8392  HORZ ORDER  -  FIRST
 AA8392  ELLP ORDER  -  FOURTH    CLASS I
 AA8392
 AA8392.The horizontal coordinates were established by GPS observations
 AA8392.and adjusted by the National Geodetic Survey in September 1995..
 AA8392
 AA8392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8392
 AA8392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8392
 AA8392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8392
 AA8392.The ellipsoidal height was determined by GPS observations
 AA8392.and is referenced to NAD 83.
 AA8392
 AA8392.The geoid height was determined by GEOID03.
 AA8392
 AA8392;                    North         East     Units Scale Factor Converg.
 AA8392;SPC AL W     -   154,599.608   575,605.975   MT  0.99994067   -0 08 01.0
 AA8392;UTM  16      - 3,473,552.339   428,077.700   MT  0.99966380   -0 23 38.8
 AA8392
 AA8392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8392!SPC AL W     -   1.00000097  x   0.99994067  =   0.99994164
 AA8392!UTM  16      -   1.00000097  x   0.99966380  =   0.99966477
 AA8392
 AA8392:                Primary Azimuth Mark                     Grid Az
 AA8392:SPC AL W     -  13 46                                    200 53 58.4
 AA8392:UTM  16      -  13 46                                    201 09 36.2
 AA8392
 AA8392|---------------------------------------------------------------------|
 AA8392| PID    Reference Object                     Distance      Geod. Az  |
 AA8392|                                                           dddmmss.s |
 AA8392| AA8391 13 46                               461.096 METERS 2004557.4 |
 AA8392|---------------------------------------------------------------------|
 AA8392
 AA8392                          SUPERSEDED SURVEY CONTROL
 AA8392
 AA8392  ELLIP H (09/29/95)   -6.12   (m)                       GP(       ) 3 2
 AA8392  NGVD 29 (09/29/95)   22.0    (m)           72.     (f) GPS OBS        
 AA8392
 AA8392.Superseded values are not recommended for survey control.
 AA8392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8392.See file dsdata.txt to determine how the superseded data were derived.
 AA8392
 AA8392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2807873552(NAD 83)
 AA8392_MARKER: DD = SURVEY DISK
 AA8392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8392_STAMPING: 13-47 1994
 AA8392_MARK LOGO: ALHD  
 AA8392_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8392+STABILITY: SURFACE MOTION
 AA8392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8392+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8392
 AA8392  HISTORY     - Date     Condition        Report By
 AA8392  HISTORY     - 1994     MONUMENTED       ALHD
 AA8392
 AA8392                          STATION DESCRIPTION
 AA8392
 AA8392'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8392'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8392'CLARKE COUNTY ROAD NO. 19, ABOUT 5.00 MI (8.05 KM) SOUTHWEST OF
 AA8392'GAINSTOWN AND ABOUT 11.30 MI (18.19 KM) SOUTHEAST OF JACKSON. TO REACH
 AA8392'THE STATION FROM THE ALA 69 OVERPASS OVER U.S. 43 (MILE POST 64.90 ON
 AA8392'U.S. 43 AND MILE POST 0.65 ON ALA 69) IN JACKSON, DRIVE SOUTHWEST ON
 AA8392'U.S. 43 FOR 1.55 MI (2.49 KM) TO MILE POST 63.35 AND ALA 177 ON THE
 AA8392'LEFT (MILE POST 0.00 ON ALA 177), TURN LEFT ON ALA 177 AND DRIVE
 AA8392'SOUTHEAST FOR 2.65 MI (4.26 KM) TO MILE POST 2.65 AND CLARKE COUNTY
 AA8392'ROAD NO. 15 ON THE RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 15 AND
 AA8392'DRIVE SOUTH FOR 1.65 MI (2.66 KM) TO A Y-INTERSECTION WITH CLARKE
 AA8392'COUNTY ROAD NO. 2 ON THE LEFT AND CLARKE COUNTY ROAD NO. 15 ON THE
 AA8392'RIGHT, BEAR LEFT ON CLARKE COUNTY ROAD NO. 2 AND DRIVE SOUTHEAST FOR
 AA8392'9.95 MI (16.01 KM) TO CLARKE COUNTY ROAD NO. 19 ON THE RIGHT, TURN
 AA8392'RIGHT ON CLARKE COUNTY ROAD NO. 19 AND DRIVE SOUTH FOR 3.10 MI (4.99
 AA8392'KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.2 FT (0.7 M) EAST OF
 AA8392'A FOUR STRAND BARBED WIRE FENCE ON SPLIT WOOD POSTS, 37.6 FT (11.5 M)
 AA8392'WEST OF THE CENTERLINE OF CLARKE COUNTY ROAD NO. 19, 38.1 FT (11.6 M)
 AA8392'NORTH-NORTHEAST OF A BRACED POST IN THE FENCE LINE, 53.4 FT (16.3 M)
 AA8392'SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 200 S 43, 92.4 FT
 AA8392'(28.2 M) SOUTH OF LARGE ANGLE AND JUNCTION POWER POLE NO. 60108 WITH
 AA8392'THREE GUY WIRES, 93.6 FT (28.5 M) SOUTH OF TELEPHONE CABLE POLE NO. 58
 AA8392'C4, 2.4 FT (0.7 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA8392'FLUSH WITH THE GROUND. STATION 13-46 1994 MAY BE USED AS AN AZIMUTH
 AA8392'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8393 ***********************************************************************
 AA8393  DESIGNATION -  13 48
 AA8393  PID         -  AA8393
 AA8393  STATE/COUNTY-  AL/CLARKE
 AA8393  USGS QUAD   -  GAINESTOWN (1972)
 AA8393
 AA8393                         *CURRENT SURVEY CONTROL
 AA8393  ___________________________________________________________________
 AA8393* NAD 83(1992)-  31 26 42.16081(N)    087 41 15.49138(W)     ADJUSTED  
 AA8393* NAVD 88     -        80.9    (meters)     265.     (feet)  VERTCON   
 AA8393  ___________________________________________________________________
 AA8393  X           -     219,750.443 (meters)                     COMP
 AA8393  Y           -  -5,442,023.374 (meters)                     COMP
 AA8393  Z           -   3,308,117.619 (meters)                     COMP
 AA8393  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AA8393  ELLIP HEIGHT-          52.78  (meters)          (07/29/02) GPS OBS
 AA8393  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA8393
 AA8393  HORZ ORDER  -  FIRST
 AA8393  ELLP ORDER  -  FOURTH    CLASS I
 AA8393
 AA8393.The horizontal coordinates were established by GPS observations
 AA8393.and adjusted by the National Geodetic Survey in September 1995..
 AA8393
 AA8393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8393
 AA8393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8393
 AA8393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8393
 AA8393.The ellipsoidal height was determined by GPS observations
 AA8393.and is referenced to NAD 83.
 AA8393
 AA8393.The geoid height was determined by GEOID03.
 AA8393
 AA8393;                    North         East     Units Scale Factor Converg.
 AA8393;SPC AL W     -   160,209.051   582,164.854   MT  0.99993726   -0 05 52.4
 AA8393;UTM  16      - 3,479,130.318   434,660.182   MT  0.99965266   -0 21 31.5
 AA8393
 AA8393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8393!SPC AL W     -   0.99999171  x   0.99993726  =   0.99992897
 AA8393!UTM  16      -   0.99999171  x   0.99965266  =   0.99964438
 AA8393
 AA8393                          SUPERSEDED SURVEY CONTROL
 AA8393
 AA8393  ELLIP H (09/29/95)   52.83   (m)                       GP(       ) 3 2
 AA8393  NGVD 29 (09/29/95)   80.8    (m)          265.     (f) GPS OBS        
 AA8393
 AA8393.Superseded values are not recommended for survey control.
 AA8393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8393.See file dsdata.txt to determine how the superseded data were derived.
 AA8393
 AA8393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3466079130(NAD 83)
 AA8393_MARKER: DD = SURVEY DISK
 AA8393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8393_STAMPING: 13-48 1994
 AA8393_MARK LOGO: ALHD  
 AA8393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8393+STABILITY: SURFACE MOTION
 AA8393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8393+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8393
 AA8393  HISTORY     - Date     Condition        Report By
 AA8393  HISTORY     - 1994     MONUMENTED       ALHD
 AA8393
 AA8393                          STATION DESCRIPTION
 AA8393
 AA8393'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8393'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8393'CLARKE COUNTY ROAD NO. 33, ABOUT 0.35 MI (0.56 KM) EAST OF GAINSTOWN
 AA8393'AND ABOUT 12.90 MI (20.76 KM) EAST-SOUTHEAST OF JACKSON. TO REACH THE
 AA8393'STATION FROM THE ALA 69 OVERPASS OVER U.S. 43 (MILE POST 64.90 ON U.S.
 AA8393'43 AND MILE POST 0.65 ON ALA 69) IN JACKSON, DRIVE SOUTHWEST ON U.S.
 AA8393'43 FOR 1.55 MI (2.49 KM) TO MILE POST 63.35 AND ALA 177 ON THE LEFT
 AA8393'(MILE POST 0.00 ON ALA 177), TURN LEFT ON ALA 177 AND DRIVE SOUTHEAST
 AA8393'FOR 2.65 MI (4.26 KM) TO MILE POST 2.65 AND CLARKE COUNTY ROAD NO. 15
 AA8393'ON THE RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 15 AND DRIVE SOUTH
 AA8393'FOR 1.65 MI (2.66 KM) TO A Y-INTERSECTION WITH CLARKE COUNTY ROAD NO.
 AA8393'2 ON THE LEFT AND CLARKE COUNTY ROAD NO. 15 ON THE RIGHT, BEAR LEFT ON
 AA8393'CLARKE COUNTY ROAD NO. 2 AND DRIVE SOUTHEAST FOR 13.15 MI (21.16 KM)
 AA8393'TO CLARKE COUNTY ROAD NO. 29 ON THE LEFT AND CLARKE COUNTY ROAD NO. 2
 AA8393'ON THE RIGHT, TURN LEFT ON CLARKE COUNTY ROAD NO. 29 AND DRIVE
 AA8393'NORTHEAST FOR 1.75 MI (2.82 KM) TO CLARKE COUNTY ROAD NO. 33 ON THE
 AA8393'RIGHT AT GAINSTOWN, TURN RIGHT ON CLARKE COUNTY ROAD NO. 33 AND DRIVE
 AA8393'EAST 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.9
 AA8393'FT (1.2 M) SOUTH OF A SEVEN STRAND BARBED WIRE FENCE ON OLD TREATED
 AA8393'WOOD POSTS, 37.8 FT (11.5 M) NORTH OF THE CENTERLINE OF CLARKE COUNTY
 AA8393'ROAD NO. 33, 146.0 FT (44.5 M) EAST OF A FENCE JUNCTION, 4.0 FT (1.2
 AA8393'M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8393'STATION 13-49 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8394 ***********************************************************************
 AA8394  DESIGNATION -  13 49
 AA8394  PID         -  AA8394
 AA8394  STATE/COUNTY-  AL/CLARKE
 AA8394  USGS QUAD   -  GAINESTOWN (1972)
 AA8394
 AA8394                         *CURRENT SURVEY CONTROL
 AA8394  ___________________________________________________________________
 AA8394* NAD 83(1992)-  31 26 42.11606(N)    087 40 52.04318(W)     ADJUSTED  
 AA8394* NAVD 88     -        81.2    (meters)     266.     (feet)  VERTCON   
 AA8394  ___________________________________________________________________
 AA8394  X           -     220,369.131 (meters)                     COMP
 AA8394  Y           -  -5,441,999.349 (meters)                     COMP
 AA8394  Z           -   3,308,116.611 (meters)                     COMP
 AA8394  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA8394  ELLIP HEIGHT-          53.10  (meters)          (07/29/02) GPS OBS
 AA8394  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA8394
 AA8394  HORZ ORDER  -  FIRST
 AA8394  ELLP ORDER  -  FOURTH    CLASS I
 AA8394
 AA8394.The horizontal coordinates were established by GPS observations
 AA8394.and adjusted by the National Geodetic Survey in September 1995..
 AA8394
 AA8394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8394
 AA8394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8394
 AA8394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8394
 AA8394.The ellipsoidal height was determined by GPS observations
 AA8394.and is referenced to NAD 83.
 AA8394
 AA8394.The geoid height was determined by GEOID03.
 AA8394
 AA8394;                    North         East     Units Scale Factor Converg.
 AA8394;SPC AL W     -   160,206.634   582,783.960   MT  0.99993699   -0 05 40.2
 AA8394;UTM  16      - 3,479,125.084   435,279.095   MT  0.99965166   -0 21 19.2
 AA8394
 AA8394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8394!SPC AL W     -   0.99999166  x   0.99993699  =   0.99992865
 AA8394!UTM  16      -   0.99999166  x   0.99965166  =   0.99964332
 AA8394
 AA8394                          SUPERSEDED SURVEY CONTROL
 AA8394
 AA8394  ELLIP H (09/29/95)   53.15   (m)                       GP(       ) 3 2
 AA8394  NGVD 29 (09/29/95)   81.2    (m)          266.     (f) GPS OBS        
 AA8394
 AA8394.Superseded values are not recommended for survey control.
 AA8394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8394.See file dsdata.txt to determine how the superseded data were derived.
 AA8394
 AA8394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3527979125(NAD 83)
 AA8394_MARKER: DD = SURVEY DISK
 AA8394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8394_STAMPING: 13-49 1994
 AA8394_MARK LOGO: ALHD  
 AA8394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8394+STABILITY: SURFACE MOTION
 AA8394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8394+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8394
 AA8394  HISTORY     - Date     Condition        Report By
 AA8394  HISTORY     - 1994     MONUMENTED       ALHD
 AA8394
 AA8394                          STATION DESCRIPTION
 AA8394
 AA8394'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8394'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8394'CLARKE COUNTY ROAD NO. 33, ABOUT 0.75 MI (1.21 KM) EAST OF GAINSTOWN
 AA8394'AND ABOUT 13.30 MI (21.40 KM) EAST-SOUTHEAST OF JACKSON. TO REACH THE
 AA8394'STATION FROM THE ALA 69 OVERPASS OVER U.S. 43 (MILE POST 64.90 ON U.S.
 AA8394'43 AND MILE POST 0.65 ON ALA 69) IN JACKSON, DRIVE SOUTHWEST ON U.S.
 AA8394'43 FOR 1.55 MI (2.49 KM) TO MILE POST 63.35 AND ALA 177 ON THE LEFT
 AA8394'(MILE POST 0.00 ON ALA 177), TURN LEFT ON ALA 177 AND DRIVE SOUTHEAST
 AA8394'FOR 2.65 MI (4.26 KM) TO MILE POST 2.65 AND CLARKE COUNTY ROAD NO. 15
 AA8394'ON THE RIGHT, TURN RIGHT ON CLARKE COUNTY ROAD NO. 15 AND DRIVE SOUTH
 AA8394'FOR 1.65 MI (2.66 KM) TO A Y-INTERSECTION WITH CLARKE COUNTY ROAD NO.
 AA8394'2 ON THE LEFT AND CLARKE COUNTY ROAD NO. 15 ON THE RIGHT, BEAR LEFT ON
 AA8394'CLARKE COUNTY ROAD NO. 2 AND DRIVE SOUTHEAST FOR 13.15 MI (21.16 KM)
 AA8394'TO CLARKE COUNTY ROAD NO. 29 ON THE LEFT AND CLARKE COUNTY ROAD NO. 2
 AA8394'ON THE RIGHT, TURN LEFT ON CLARKE COUNTY ROAD NO. 29 AND DRIVE
 AA8394'NORTHEAST FOR 1.75 MI (2.82 KM) TO CLARKE COUNTY ROAD NO. 33 ON THE
 AA8394'RIGHT AT GAINSTOWN, TURN RIGHT ON CLARKE COUNTY ROAD NO. 33 AND DRIVE
 AA8394'EAST FOR 0.75 MI (1.21 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA8394'4.1 FT (1.2 M) SOUTH OF A SEVEN STRAND BARBED WIRE FENCE ON OLD
 AA8394'TREATED WOOD POSTS, 27.6 FT (8.4 M) WEST-SOUTHWEST OF THE WEST ONE OF
 AA8394'THREE CONNECTED WOOD POSTS IN THE FENCE LINE, 36.7 FT (11.2 M) NORTH
 AA8394'OF THE CENTERLINE OF CLARKE COUNTY ROAD NO. 33, 141.3 FT (43.1 M) WEST
 AA8394'OF A POWER POLE, 4.0 FT (1.2 M) SOUTH OF A CARSONITE WITNESS POST, AND
 AA8394'SET FLUSH WITH THE GROUND. STATION 13-48 1994 MAY BE USED AS AN
 AA8394'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2110 ***********************************************************************
 BU2110  DESIGNATION -  13 5
 BU2110  PID         -  BU2110
 BU2110  STATE/COUNTY-  AL/CLARKE
 BU2110  USGS QUAD   -  GROVE HILL (1986)
 BU2110
 BU2110                         *CURRENT SURVEY CONTROL
 BU2110  ___________________________________________________________________
 BU2110* NAD 83(1992)-  31 44 37.05207(N)    087 45 52.85029(W)     ADJUSTED  
 BU2110* NAVD 88     -       134.6    (meters)     442.     (feet)  VERTCON   
 BU2110  ___________________________________________________________________
 BU2110  X           -     211,757.782 (meters)                     COMP
 BU2110  Y           -  -5,425,028.352 (meters)                     COMP
 BU2110  Z           -   3,336,345.727 (meters)                     COMP
 BU2110  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BU2110  ELLIP HEIGHT-         106.82  (meters)          (07/29/02) GPS OBS
 BU2110  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BU2110
 BU2110  HORZ ORDER  -  FIRST
 BU2110  ELLP ORDER  -  FOURTH    CLASS I
 BU2110
 BU2110.The horizontal coordinates were established by GPS observations
 BU2110.and adjusted by the National Geodetic Survey in December 1992..
 BU2110
 BU2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2110
 BU2110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2110
 BU2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2110
 BU2110.The ellipsoidal height was determined by GPS observations
 BU2110.and is referenced to NAD 83.
 BU2110
 BU2110.The geoid height was determined by GEOID03.
 BU2110
 BU2110;                    North         East     Units Scale Factor Converg.
 BU2110;SPC AL W     -   193,328.657   574,921.785   MT  0.99994109   -0 08 21.3
 BU2110;UTM  16      - 3,512,273.394   427,570.606   MT  0.99966470   -0 24 08.4
 BU2110
 BU2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2110!SPC AL W     -   0.99998323  x   0.99994109  =   0.99992432
 BU2110!UTM  16      -   0.99998323  x   0.99966470  =   0.99964793
 BU2110
 BU2110:                Primary Azimuth Mark                     Grid Az
 BU2110:SPC AL W     -  13 4                                     173 37 45.2
 BU2110:UTM  16      -  13 4                                     173 53 32.3
 BU2110
 BU2110|---------------------------------------------------------------------|
 BU2110| PID    Reference Object                     Distance      Geod. Az  |
 BU2110|                                                           dddmmss.s |
 BU2110| BU2109 13 4                                485.978 METERS 1732923.9 |
 BU2110|---------------------------------------------------------------------|
 BU2110
 BU2110                          SUPERSEDED SURVEY CONTROL
 BU2110
 BU2110  ELLIP H (12/04/92)  106.86   (m)                       GP(       ) 4 1
 BU2110  NAD 83(1986)-  31 44 37.06765(N)    087 45 52.85115(W) AD(       ) 1
 BU2110  NGVD 29 (12/04/92)  134.6    (m)          442.     (f) GPS OBS        
 BU2110
 BU2110.Superseded values are not recommended for survey control.
 BU2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2110.See file dsdata.txt to determine how the superseded data were derived.
 BU2110
 BU2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA2757112273(NAD 83)
 BU2110_MARKER: DD = SURVEY DISK
 BU2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2110_SP_SET: CONCRETE POST
 BU2110_STAMPING: 13-5 1990
 BU2110_MARK LOGO: ALHD  
 BU2110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2110+STABILITY: SURFACE MOTION
 BU2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2110+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 BU2110
 BU2110  HISTORY     - Date     Condition        Report By
 BU2110  HISTORY     - 1990     MONUMENTED       ALHD
 BU2110  HISTORY     - 19910314 GOOD
 BU2110
 BU2110                          STATION DESCRIPTION
 BU2110
 BU2110'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2110'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF U.
 BU2110'S. 43, ABOUT 4.26 KM (2.65 MI) NORTH OF GROVE HILL AND ABOUT 5.63 KM
 BU2110'(3.50 MI) SOUTHWEST OF FULTON.
 BU2110'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND U. S. 84 WEST
 BU2110'(MILE POST 80.90 ON U. S. 43) IN GROVE HILL, DRIVE NORTH ON U. S. 43
 BU2110'3.78 KM (2.35 MI) TO THE STATION ON THE LEFT.
 BU2110'THE STATION IS 11.58 M (37.99 FT) EAST OF THE CENTER OF AN ABANDONED
 BU2110'SECTION OF PAVED ROADWAY, 14.69 M (48.20 FT) WEST - SOUTHWEST OF A
 BU2110'WRONG WAY SIGN, 23.23 M (76.21 FT) WEST OF THE CENTERLINE OF THE
 BU2110'SOUTH BOUND LANES OF U. S. 43, 38.95 M (127.79 FT) SOUTHEAST OF A
 BU2110'POWER POLE, 46.45 M (152.39 FT) NORTH - NORTHEAST OF A POWER POLE
 BU2110'WITH CIRCUIT BREAKERS, 1.22 M (4.00 FT) EAST OF A CARSONITE WITNESS
 BU2110'POST, AND SET FLUSH WITH THE GROUND.
 BU2110'STATION 13-4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2110
 BU2110                          STATION RECOVERY (1991)
 BU2110
 BU2110'RECOVERED 1991
 BU2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2091 ***********************************************************************
 BU2091  FBN         -  This is a Federal Base Network Control Station.
 BU2091  DESIGNATION -  13 6
 BU2091  PID         -  BU2091
 BU2091  STATE/COUNTY-  AL/CLARKE
 BU2091  USGS QUAD   -  CLAIBORNE (1972)
 BU2091
 BU2091                         *CURRENT SURVEY CONTROL
 BU2091  ___________________________________________________________________
 BU2091* NAD 83(1999)-  31 34 41.66289(N)    087 34 12.11916(W)     ADJUSTED  
 BU2091* NAVD 88     -        52.04   (meters)     170.7    (feet)  N HEIGHT  
 BU2091  ___________________________________________________________________
 BU2091  X           -     230,591.774 (meters)                     COMP
 BU2091  Y           -  -5,433,824.279 (meters)                     COMP
 BU2091  Z           -   3,320,693.297 (meters)                     COMP
 BU2091  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BU2091  ELLIP HEIGHT-          24.10  (meters)          (08/29/05) GPS OBS
 BU2091  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BU2091  DYNAMIC HT  -          51.97  (meters)     170.5   (feet)  COMP
 BU2091  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 BU2091
 BU2091  HORZ ORDER  -  A
 BU2091  VERT ORDER  -  THIRD
 BU2091  ELLP ORDER  -  FOURTH    CLASS I
 BU2091
 BU2091.The horizontal coordinates were established by GPS observations
 BU2091.and adjusted by the National Geodetic Survey in April 2001..
 BU2091
 BU2091.The orthometric height was determined by differential leveling
 BU2091.and adjusted by the National Geodetic Survey in February 1996..
 BU2091.The height was determined by precise leveling from only one NSRS
 BU2091.bench mark.  This was not adequate "tie leveling" to NSRS and was
 BU2091.allowed ONLY to validate the GPS-derived height.
 BU2091
 BU2091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2091
 BU2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2091
 BU2091.The ellipsoidal height was determined by GPS observations
 BU2091.and is referenced to NAD 83.
 BU2091
 BU2091.The geoid height was determined by GEOID03.
 BU2091
 BU2091.The dynamic height is computed by dividing the NAVD 88
 BU2091.geopotential number by the normal gravity value computed on the
 BU2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU2091.degrees latitude (g = 980.6199 gals.).
 BU2091
 BU2091.The modeled gravity was interpolated from observed gravity values.
 BU2091
 BU2091;                    North         East     Units Scale Factor Converg.
 BU2091;SPC AL W     -   174,963.397   593,352.682   MT  0.99993388   -0 02 12.0
 BU2091;UTM  16      - 3,493,829.197   445,911.916   MT  0.99963608   -0 17 54.6
 BU2091
 BU2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2091!SPC AL W     -   0.99999622  x   0.99993388  =   0.99993010
 BU2091!UTM  16      -   0.99999622  x   0.99963608  =   0.99963230
 BU2091
 BU2091:                Primary Azimuth Mark                     Grid Az
 BU2091:SPC AL W     -  13 7                                     132 22 56.2
 BU2091:UTM  16      -  13 7                                     132 38 38.8
 BU2091
 BU2091|---------------------------------------------------------------------|
 BU2091| PID    Reference Object                     Distance      Geod. Az  |
 BU2091|                                                           dddmmss.s |
 BU2091| BU2111 13 7                                401.398 METERS 1322044.2 |
 BU2091|---------------------------------------------------------------------|
 BU2091
 BU2091                          SUPERSEDED SURVEY CONTROL
 BU2091
 BU2091  ELLIP H (04/12/01)   24.13   (m)                       GP(       ) 4 1
 BU2091  NAD 83(1992)-  31 34 41.66282(N)    087 34 12.11716(W) AD(       ) B
 BU2091  ELLIP H (09/01/92)   24.14   (m)                       GP(       ) 1 2
 BU2091  NAD 83(1986)-  31 34 41.67718(N)    087 34 12.11694(W) AD(       ) 1
 BU2091  NAVD 88 (08/31/99)   52.04   (m)          170.7    (f) LEVELING    3  
 BU2091  NGVD 29 (??/??/??)   52.01   (m)          170.6    (f) N HEIGHT    3  
 BU2091
 BU2091.Superseded values are not recommended for survey control.
 BU2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2091.See file dsdata.txt to determine how the superseded data were derived.
 BU2091
 BU2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4591293829(NAD 83)
 BU2091_MARKER: DD = SURVEY DISK
 BU2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2091_SP_SET: CONCRETE POST
 BU2091_STAMPING: 13-6 1990
 BU2091_MARK LOGO: ALHD  
 BU2091_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2091+STABILITY: SURFACE MOTION
 BU2091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2091+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BU2091
 BU2091  HISTORY     - Date     Condition        Report By
 BU2091  HISTORY     - 1990     MONUMENTED       ALHD
 BU2091  HISTORY     - 19920116 GOOD             NGS
 BU2091  HISTORY     - 19920330 GOOD             ALHD
 BU2091  HISTORY     - 19930608 GOOD             ALHD
 BU2091  HISTORY     - 19950328 GOOD             ALHD
 BU2091  HISTORY     - 19980127 GOOD             NGS
 BU2091  HISTORY     - 19990405 GOOD             FLDEP
 BU2091  HISTORY     - 20040624 GOOD             ALDOT
 BU2091
 BU2091                          STATION DESCRIPTION
 BU2091
 BU2091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992
 BU2091'THE STATION IS LOCATED ABOUT 24.3 KM (15.1 MI) SOUTHEAST OF GROVE HILL
 BU2091'AND 31.46 KM (19.55 MI) EAST-NORTHEAST OF JACKSON, ON THE NORTHEAST
 BU2091'RIGHT-OF-WAY OF U.S. HIGHWAY 84.  OWNERSHIP--ALABAMA DEPARTMENT OF
 BU2091'HIGHWAYS.
 BU2091'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 43 AND 84 EAST
 BU2091'IN GROVE HILL, GO EAST ON U.S. HIGHWAY 84 FOR 25.03 KM (15.55 MI) TO
 BU2091'MILE POST 59.75 AND THE STATION ON THE LEFT.
 BU2091'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 BU2091'GROUND, AND IS LOCATED 48.16 M (158.00 FT) SOUTHEAST OF A FENCE
 BU2091'JUNCTION, 41.0 M (134.5 FT) EAST-NORTHEAST OF A POWERPOLE JUNCTION
 BU2091'ACROSS HIGHWAY, 18.38 M (60.30 FT) NORTHEAST OF THE HIGHWAY
 BU2091'CENTERLINE, 0.94 M (3.08 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST
 BU2091'AND 0.91 M (2.99 FT) SOUTHWEST OF A BARBED WIRE FENCE.
 BU2091'NOTE--STATION 13-7 1990 MAY BE USED AS AZIMUTH.
 BU2091
 BU2091                          STATION RECOVERY (1992)
 BU2091
 BU2091'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 BU2091'THE STATION IS LOCATED ABOUT 24.3 KM (15.10 MI) SOUTHEAST OF GROVE
 BU2091'HILL AND 31.46 KM (19.55 MI) EAST-NORTHEAST OF JACKSON, ON THE
 BU2091'NORTHEAST RIGHT-OF-WAY OF U.S. HIGHWAY 84.  OWNERSHIP--ALABAMA
 BU2091'DEPARTMENT OF HIGHWAYS.
 BU2091'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 43 AND 84 EAST
 BU2091'IN GROVE HILL, GO EAST ON U.S. HIGHWAY 84 FOR 25.03 KM (15.55 MI) TO
 BU2091'MILE POST 59.75 AND THE STATION ON THE LEFT.
 BU2091'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 BU2091'GROUND, AND IS LOCATED 48.16 M (158.00 FT) SOUTHEAST OF A FENCE
 BU2091'JUNCTION, 41.0 M (134.5 FT) EAST-NORTHEAST OF A POWERPOLE JUNCTION
 BU2091'ACROSS HIGHWAY, 18.38 M (60.30 FT) NORTHEAST OF THE HIGHWAY
 BU2091'CENTERLINE, 0.94 M (3.08 FT) SOUTHWEST OF A FIBERGLASS WITNESS POST
 BU2091'AND 0.91 M (2.99 FT) SOUTHWEST OF A BARBED WIRE FENCE.
 BU2091'NOTE--STATION 13-7 1990 MAY BE USED AS AZIMUTH.
 BU2091'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTHEAST RIGHT OF WAY
 BU2091'OF U. S. 84, ABOUT 24.30 KM (15.10 MI) SOUTHEAST OF GROVE HILL AND
 BU2091'ABOUT 31.46 KM (19.55 MI) EAST - NORTHEAST OF JACKSON.
 BU2091'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND U. S. 84 EAST
 BU2091'(MILE POST 44.20 ON U. S 84) IN GROVE HILL, DRIVE EAST ON U. S. 84
 BU2091'25.03 KM (15.55 MI) TO MILE POST 59.75 AND THE STATION ON THE LEFT.
 BU2091'THE STATION IS 0.16 KM (0.10 MI) WEST OF AN OLD STORE BUILDING AND
 BU2091'0.56 KM (0.35 MI) WEST OF THE CLARKE - MONROE COUNTY LINE, 0.91 M
 BU2091'(2.99 FT) SOUTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON STEEL
 BU2091'POSTS, 18.38 M (60.30 FT) NORTHEAST OF THE CENTERLINE OF U. S. 84,
 BU2091'41.00 M (134.51 FT) EAST - NORTHEAST OF A JUNCTION POWER POLE ACROSS
 BU2091'U. S. 84, 48.16 M (158.00 FT) SOUTHEAST OF A FENCE JUNCTION, 0.94 M
 BU2091'(3.08 FT) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 BU2091'THE GROUND.
 BU2091'STATION 13-7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2091
 BU2091                          STATION RECOVERY (1993)
 BU2091
 BU2091'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2091'RECOVERED IN GOOD CONDITION.
 BU2091
 BU2091                          STATION RECOVERY (1995)
 BU2091
 BU2091'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 BU2091'RECOVERED AS DESCRIBED.
 BU2091
 BU2091                          STATION RECOVERY (1998)
 BU2091
 BU2091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BU2091'THE STATION IS LOCATED ABOUT 24 KM (14.90 MI) SOUTHEAST OF GROVE HILL,
 BU2091'31 KM (19.25 MI) EAST-NORTHEAST OF JACKSON, 0.54 KM (0.35 MI)
 BU2091'NORTHWEST OF THE CLARKE/MONROE COUNTY LINE, ON THE NORTHEAST
 BU2091'RIGHT-OF-WAY OF HIGHWAY 84, ABOUT 0.11 KM (0.05 MI) NORTHWEST OF A
 BU2091'LARGE U-SHAPED GRAVEL TURNAROUND WITH A LARGE TREE, EAST-NORTHEAST AND
 BU2091'ACROSS HIGHWAY FROM A FIELD ENTRANCE AND TRACK ROAD.
 BU2091'OWNERSHIP--ALABAMA DEPARTMENT OF TRANSPORTATION, 1409 COLISEUM
 BU2091'BOULEVARD, MONTGOMERY AL 36130-3050.  CONTACT MR. DON SPILLARS, PHONE
 BU2091'334-242-6614 OR FAX 334-269-0826.  TO REACH THE STATION FROM THE
 BU2091'JUNCTION OF U.S. HIGHWAY 84 AND MONROE COUNTY ROAD 39 AT THE NORTHWEST
 BU2091'PART OF CLAIBORNE, GO NORTHWEST FOR 1.4 MI (2.3 KM) ON HIGHWAY 84 TO
 BU2091'THE END OF THE 5TH BRIDGE OVER THE ALABAMA RIVER AT MILEPOST 63.
 BU2091'CONTINUE NORTHWEST ON HIGHWAY 84 FOR 2.9 MI (4.7 KM) TO THE
 BU2091'MONROE/CLARK COUNTY LINE.  CONTINUE NORTHWEST ON HIGHWAY 84 FOR 0.25
 BU2091'MI (0.40 KM) TO A LARGE GRAVEL TURNAROUND ON THE RIGHT.  BEAR OFF THE
 BU2091'HIGHWAY AND CONTINUE NORTHWEST FOR 0.1 MI (0.2 KM) TO THE STATION ON
 BU2091'RIGHT, NEAR THE RIGHT-OF-WAY FENCE.  STATION IS ABOUT 89.0 M (292.0
 BU2091'FT) NORTH-NORTHWEST OF AND ACROSS THE HIGHWAY FROM THE KM 96 SIGN,
 BU2091'88.8 M (291.3 FT) NORTHWEST OF AN ORANGE BURIED CABLE JUNCTION BOX AND
 BU2091'SHORT UTILITY POST, 50.6 M (166.0 FT) NORTHWEST OF THE NORTHWEST 1 OF
 BU2091'2 WOOD BRACED FENCE POSTS, 48.16 M (158.00 FT) SOUTHEAST OF A FENCE
 BU2091'T-JUNCTION, 17.9 M (58.7 FT) NORTHEAST OF THE CENTER OF HIGHWAY, 9.4 M
 BU2091'(30.8 FT) SOUTHEAST OF THE EXTENDED CENTER OF TRACK ROAD, 0.9 M (3.0
 BU2091'FT) SOUTHWEST OF A RIGHT-OF-WAY FENCE AND WITNESS POST, ABOUT 0.2 M
 BU2091'(0.7 FT) BELOW THE HIGHWAY LEVEL AND FLUSH WITH GROUND.  NOTE--STATION
 BU2091'13-7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2091
 BU2091                          STATION RECOVERY (1999)
 BU2091
 BU2091'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999
 BU2091'RECOVERED AS DESCRIBED.
 BU2091
 BU2091                          STATION RECOVERY (2004)
 BU2091
 BU2091'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JPJ)
 BU2091'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2111 ***********************************************************************
 BU2111  DESIGNATION -  13 7
 BU2111  PID         -  BU2111
 BU2111  STATE/COUNTY-  AL/CLARKE
 BU2111  USGS QUAD   -  CLAIBORNE (1972)
 BU2111
 BU2111                         *CURRENT SURVEY CONTROL
 BU2111  ___________________________________________________________________
 BU2111* NAD 83(1992)-  31 34 32.88399(N)    087 34 00.86607(W)     ADJUSTED  
 BU2111* NAVD 88     -        54.1    (meters)     177.     (feet)  VERTCON   
 BU2111  ___________________________________________________________________
 BU2111  X           -     230,894.311 (meters)                     COMP
 BU2111  Y           -  -5,433,954.922 (meters)                     COMP
 BU2111  Z           -   3,320,464.032 (meters)                     COMP
 BU2111  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BU2111  ELLIP HEIGHT-          26.18  (meters)          (07/29/02) GPS OBS
 BU2111  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BU2111
 BU2111  HORZ ORDER  -  FIRST
 BU2111  ELLP ORDER  -  FOURTH    CLASS I
 BU2111
 BU2111.The horizontal coordinates were established by GPS observations
 BU2111.and adjusted by the National Geodetic Survey in December 1992..
 BU2111
 BU2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2111
 BU2111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2111
 BU2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2111
 BU2111.The ellipsoidal height was determined by GPS observations
 BU2111.and is referenced to NAD 83.
 BU2111
 BU2111.The geoid height was determined by GEOID03.
 BU2111
 BU2111;                    North         East     Units Scale Factor Converg.
 BU2111;SPC AL W     -   174,692.840   593,649.213   MT  0.99993383   -0 02 06.1
 BU2111;UTM  16      - 3,493,557.369   446,207.120   MT  0.99963569   -0 17 48.7
 BU2111
 BU2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2111!SPC AL W     -   0.99999589  x   0.99993383  =   0.99992972
 BU2111!UTM  16      -   0.99999589  x   0.99963569  =   0.99963158
 BU2111
 BU2111:                Primary Azimuth Mark                     Grid Az
 BU2111:SPC AL W     -  13 6                                     312 22 56.2
 BU2111:UTM  16      -  13 6                                     312 38 38.8
 BU2111
 BU2111|---------------------------------------------------------------------|
 BU2111| PID    Reference Object                     Distance      Geod. Az  |
 BU2111|                                                           dddmmss.s |
 BU2111| BU2091 13 6                                401.398 METERS 3122050.1 |
 BU2111|---------------------------------------------------------------------|
 BU2111
 BU2111                          SUPERSEDED SURVEY CONTROL
 BU2111
 BU2111  NAD 83(1986)-  31 34 32.89836(N)    087 34 00.86585(W) AD(       ) 1
 BU2111  NGVD 29 (12/04/92)   54.0    (m)          177.     (f) GPS OBS        
 BU2111
 BU2111.Superseded values are not recommended for survey control.
 BU2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2111.See file dsdata.txt to determine how the superseded data were derived.
 BU2111
 BU2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4620793557(NAD 83)
 BU2111_MARKER: DD = SURVEY DISK
 BU2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2111_SP_SET: CONCRETE POST
 BU2111_STAMPING: 13-7 1990
 BU2111_MARK LOGO: ALHD  
 BU2111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2111+STABILITY: SURFACE MOTION
 BU2111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2111+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 BU2111
 BU2111  HISTORY     - Date     Condition        Report By
 BU2111  HISTORY     - 1990     MONUMENTED       ALHD
 BU2111  HISTORY     - 19910313 GOOD
 BU2111
 BU2111                          STATION DESCRIPTION
 BU2111
 BU2111'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2111'THE STATION IS LOCATED IN CLARKE COUNTY ON THE NORTHEAST RIGHT OF WAY
 BU2111'OF U. S. 84, ABOUT 24.70 KM (15.35 MI) SOUTHEAST OF GROVE HILL AND
 BU2111'ABOUT 31.78 KM (19.75 MI) EAST - NORTHEAST OF JACKSON.
 BU2111'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND U. S. 84 EAST
 BU2111'(MILE POST 44.20 ON U. S 84) IN GROVE HILL, DRIVE EAST ON U. S. 84
 BU2111'25.35 KM (15.75 MI) TO MILE POST 59.95 AND THE STATION ON THE LEFT.
 BU2111'THE STATION IS 0.24 KM (0.15 MI) EAST OF AN OLD STORE BUILDING AND
 BU2111'0.16 KM (0.10 MI) WEST OF THE CLARKE - MONROE COUNTY LINE, LOCATED ON
 BU2111'THE EAST SIDE OF AN ABANDONED TURN OUT OFF U. S. 84, 0.98 M
 BU2111'(3.22 FT) SOUTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON STEEL
 BU2111'POSTS, 13.84 M (45.41 FT) SOUTHEAST OF THE EAST ONE OF THREE WOOD
 BU2111'BRACE POSTS IN THE FENCE LINE, 18.01 M (59.09 FT) NORTHEAST OF THE
 BU2111'CENTERLINE OF U. S. 84, 0.91 M (2.99 FT) SOUTHWEST OF A CARSONITE
 BU2111'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2111'STATION 13-6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2111
 BU2111                          STATION RECOVERY (1991)
 BU2111
 BU2111'RECOVERED 1991
 BU2111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2112 ***********************************************************************
 BU2112  DESIGNATION -  13 8
 BU2112  PID         -  BU2112
 BU2112  STATE/COUNTY-  AL/CLARKE
 BU2112  USGS QUAD   -  THOMASVILLE (1986)
 BU2112
 BU2112                         *CURRENT SURVEY CONTROL
 BU2112  ___________________________________________________________________
 BU2112* NAD 83(1992)-  31 55 41.20247(N)    087 44 18.55179(W)     ADJUSTED  
 BU2112* NAVD 88     -       124.18   (meters)     407.4    (feet)  N HEIGHT  
 BU2112  ___________________________________________________________________
 BU2112  X           -     213,811.782 (meters)                     COMP
 BU2112  Y           -  -5,414,140.019 (meters)                     COMP
 BU2112  Z           -   3,353,719.778 (meters)                     COMP
 BU2112  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 BU2112  ELLIP HEIGHT-          96.68  (meters)          (08/29/05) GPS OBS
 BU2112  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BU2112  DYNAMIC HT  -         124.03  (meters)     406.9   (feet)  COMP
 BU2112  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 BU2112
 BU2112  HORZ ORDER  -  A
 BU2112  VERT ORDER  -  THIRD
 BU2112  ELLP ORDER  -  FOURTH    CLASS I
 BU2112
 BU2112.The horizontal coordinates were established by GPS observations
 BU2112.and adjusted by the National Geodetic Survey in August 2005..
 BU2112
 BU2112.The orthometric height was determined by differential leveling
 BU2112.and adjusted by the National Geodetic Survey in February 1996..
 BU2112.WARNING-GPS observations at this control monument resulted in a GPS
 BU2112.derived orthometric height which differed from the leveled height by
 BU2112.more than one decimeter (0.1 meter).
 BU2112
 BU2112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2112
 BU2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2112
 BU2112.The ellipsoidal height was determined by GPS observations
 BU2112.and is referenced to NAD 83.
 BU2112
 BU2112.The geoid height was determined by GEOID03.
 BU2112
 BU2112.The dynamic height is computed by dividing the NAVD 88
 BU2112.geopotential number by the normal gravity value computed on the
 BU2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU2112.degrees latitude (g = 980.6199 gals.).
 BU2112
 BU2112.The modeled gravity was interpolated from observed gravity values.
 BU2112
 BU2112;                    North         East     Units Scale Factor Converg.
 BU2112;SPC AL W     -   213,778.198   577,448.561   MT  0.99993960   -0 07 34.1
 BU2112;UTM  16      - 3,532,705.406   430,190.765   MT  0.99966010   -0 23 26.0
 BU2112
 BU2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2112!SPC AL W     -   0.99998482  x   0.99993960  =   0.99992442
 BU2112!UTM  16      -   0.99998482  x   0.99966010  =   0.99964492
 BU2112
 BU2112:                Primary Azimuth Mark                     Grid Az
 BU2112:SPC AL W     -  13 9                                     003 46 14.5
 BU2112:UTM  16      -  13 9                                     004 02 06.4
 BU2112
 BU2112|---------------------------------------------------------------------|
 BU2112| PID    Reference Object                     Distance      Geod. Az  |
 BU2112|                                                           dddmmss.s |
 BU2112| BU2113 13 9                                APPROX. 0.6 KM 0033840.4 |
 BU2112|---------------------------------------------------------------------|
 BU2112
 BU2112                          SUPERSEDED SURVEY CONTROL
 BU2112
 BU2112  ELLIP H (07/29/02)   96.63   (m)                       GP(       ) 4 1
 BU2112  NAD 83(1992)-  31 55 41.20243(N)    087 44 18.54719(W) AD(       ) 1
 BU2112  ELLIP H (12/04/92)   96.71   (m)                       GP(       ) 4 1
 BU2112  NAD 83(1986)-  31 55 41.21571(N)    087 44 18.54694(W) AD(       ) 1
 BU2112  NGVD 29 (??/??/??)  124.15   (m)          407.3    (f) N HEIGHT    3  
 BU2112
 BU2112.Superseded values are not recommended for survey control.
 BU2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2112.See file dsdata.txt to determine how the superseded data were derived.
 BU2112
 BU2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA3019132705(NAD 83)
 BU2112_MARKER: DD = SURVEY DISK
 BU2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2112_SP_SET: CONCRETE POST
 BU2112_STAMPING: 13-8 1990
 BU2112_MARK LOGO: ALHD  
 BU2112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2112+STABILITY: SURFACE MOTION
 BU2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2112+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BU2112
 BU2112  HISTORY     - Date     Condition        Report By
 BU2112  HISTORY     - 1990     MONUMENTED       ALHD
 BU2112  HISTORY     - 19910314 GOOD
 BU2112  HISTORY     - 20040412 GOOD             ALHD
 BU2112  HISTORY     - 20040624 GOOD             ALDOT
 BU2112
 BU2112                          STATION DESCRIPTION
 BU2112
 BU2112'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2112'THE STATION IS LOCATED IN CLARKE COUNTY ON THE EAST RIGHT OF WAY OF U.
 BU2112'S. 43 IN THE NORTH END OF THOMASVILLE.
 BU2112'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND ALA 5 ( MILE
 BU2112'POST 97.80 ON U. S. 43) IN THOMASVILLE, DRIVE SOUTH ON U. S. 43 1.61
 BU2112'KM (1.00 MI) TO MILE POST 96.80, WEST FRONT STREET NORTH LEFT AND
 BU2112'RIGHT AT A TRAFFIC LIGHT, AND THE STATION ON THE LEFT IN THE
 BU2112'SOUTHEAST QUADRANT OF THE INTERSECTION.
 BU2112'THE STATION IS LOCATED IN A GRASSED TRAFFIC ISLAND BETWEEN THE
 BU2112'INTERSECTION OF U. S. 43 AND WEST FRONT STREET NORTH, AND A PARADE
 BU2112'SERVICE STATION, 3.78 M (12.40 FT) SOUTH OF THE CONCRETE CURB, 4.27 M
 BU2112'(14.01 FT) SOUTHEAST OF A HWY 43 NORTH AND W FRONT ST NORTH STREET
 BU2112'SIGN, 11.37 M (37.30 FT) NORTHEAST OF A JUNCTION POWER POLE, 12.95 M
 BU2112'(42.49 FT) SOUTHWEST OF THE CENTERLINE OF WEST FRONT STREET, 15.76 M
 BU2112'(51.71 FT) NORTH - NORTHWEST OF A STEEL LIGHT POST, 16.34 M
 BU2112'(53.61 FT) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF U. S.
 BU2112'43, 24.38 M (79.99 FT) NORTH - NORTHEAST OF A PARADE SIGN, AND SET
 BU2112'FLUSH WITH THE GROUND.
 BU2112'STATION 13-9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2112
 BU2112                          STATION RECOVERY (1991)
 BU2112
 BU2112'RECOVERED 1991
 BU2112'RECOVERED IN GOOD CONDITION.
 BU2112
 BU2112                          STATION RECOVERY (2004)
 BU2112
 BU2112'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU2112'RECOVERED IN GOOD CONDITION.
 BU2112
 BU2112                          STATION RECOVERY (2004)
 BU2112
 BU2112'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (DF)
 BU2112'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2113 ***********************************************************************
 BU2113  DESIGNATION -  13 9
 BU2113  PID         -  BU2113
 BU2113  STATE/COUNTY-  AL/CLARKE
 BU2113  USGS QUAD   -  THOMASVILLE (1986)
 BU2113
 BU2113                         *CURRENT SURVEY CONTROL
 BU2113  ___________________________________________________________________
 BU2113* NAD 83(1992)-  31 56 00.29933(N)    087 44 17.12542(W)     ADJUSTED  
 BU2113* NAVD 88     -       125.6    (meters)     412.     (feet)  VERTCON   
 BU2113  ___________________________________________________________________
 BU2113  X           -     213,836.981 (meters)                     COMP
 BU2113  Y           -  -5,413,828.642 (meters)                     COMP
 BU2113  Z           -   3,354,219.598 (meters)                     COMP
 BU2113  LAPLACE CORR-          -2.20  (seconds)                    DEFLEC99
 BU2113  ELLIP HEIGHT-          97.82  (meters)          (07/29/02) GPS OBS
 BU2113  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BU2113
 BU2113  HORZ ORDER  -  FIRST
 BU2113  ELLP ORDER  -  FOURTH    CLASS I
 BU2113
 BU2113.The horizontal coordinates were established by GPS observations
 BU2113.and adjusted by the National Geodetic Survey in December 1992..
 BU2113
 BU2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2113
 BU2113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2113
 BU2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2113
 BU2113.The ellipsoidal height was determined by GPS observations
 BU2113.and is referenced to NAD 83.
 BU2113
 BU2113.The geoid height was determined by GEOID03.
 BU2113
 BU2113;                    North         East     Units Scale Factor Converg.
 BU2113;SPC AL W     -   214,366.292   577,487.320   MT  0.99993958   -0 07 33.4
 BU2113;UTM  16      - 3,533,293.150   430,232.227   MT  0.99966003   -0 23 25.5
 BU2113
 BU2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2113!SPC AL W     -   0.99998464  x   0.99993958  =   0.99992422
 BU2113!UTM  16      -   0.99998464  x   0.99966003  =   0.99964468
 BU2113
 BU2113:                Primary Azimuth Mark                     Grid Az
 BU2113:SPC AL W     -  13 8                                     183 46 14.6
 BU2113:UTM  16      -  13 8                                     184 02 06.7
 BU2113
 BU2113|---------------------------------------------------------------------|
 BU2113| PID    Reference Object                     Distance      Geod. Az  |
 BU2113|                                                           dddmmss.s |
 BU2113| BU2112 13 8                                APPROX. 0.6 KM 1833841.2 |
 BU2113|---------------------------------------------------------------------|
 BU2113
 BU2113                          SUPERSEDED SURVEY CONTROL
 BU2113
 BU2113  ELLIP H (12/04/92)   97.90   (m)                       GP(       ) 4 1
 BU2113  NAD 83(1986)-  31 56 00.31259(N)    087 44 17.12516(W) AD(       ) 1
 BU2113  NGVD 29 (12/04/92)  125.5    (m)          412.     (f) GPS OBS        
 BU2113
 BU2113.Superseded values are not recommended for survey control.
 BU2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2113.See file dsdata.txt to determine how the superseded data were derived.
 BU2113
 BU2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA3023233293(NAD 83)
 BU2113_MARKER: DD = SURVEY DISK
 BU2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2113_SP_SET: CONCRETE POST
 BU2113_STAMPING: 13-9 1990
 BU2113_MARK LOGO: ALHD  
 BU2113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2113+STABILITY: SURFACE MOTION
 BU2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2113+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1991
 BU2113
 BU2113  HISTORY     - Date     Condition        Report By
 BU2113  HISTORY     - 1990     MONUMENTED       ALHD
 BU2113  HISTORY     - 19910314 GOOD
 BU2113
 BU2113                          STATION DESCRIPTION
 BU2113
 BU2113'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2113'THE STATION IS LOCATED IN CLARKE COUNTY ON THE WEST RIGHT OF WAY OF U.
 BU2113'S. 43 IN THE NORTH END OF THOMASVILLE.
 BU2113'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND ALA 5 (MILE
 BU2113'POST 97.80 ON U. S. 43) IN THOMASVILLE, DRIVE SOUTH ON U. S. 43 1.05
 BU2113'KM (0.65 MI) TO MILE POST 97.15 AND THE STATION ON THE RIGHT.
 BU2113'THE STATION IS 1.65 M (5.41 FT) WEST OF THE WEST CONCRETE CURB OF U.
 BU2113'S. 43, 6.58 M (21.59 FT) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 BU2113'LANES OF U. S. 43, 9.36 M (30.71 FT) NORTH OF THE NORTH SIDE OF A
 BU2113'TURN OUT IN THE CONCRETE CURB, 18.59 M (60.99 FT) EAST - SOUTHEAST OF
 BU2113'A TRWATED TIMBER POLE IN A GRADED LOT, 24.69 M (81.00 FT) SOUTH -
 BU2113'SOUTHEAST OF A FOR SALE 2.75 ACRES SIGN, 24.93 M (81.79 FT) NORTH OF
 BU2113'THE EAST END OF A 3.5 FOOT BY 16 FOOT WHITE SIGN BOARD ON THREE
 BU2113'POSTS, 28.47 M (93.41 FT) SOUTH OF A 40 MPH SPEED LIMIT SIGN, 0.70 M
 BU2113'(2.30 FT) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2113'GROUND.
 BU2113'STATION 13-8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2113
 BU2113                          STATION RECOVERY (1991)
 BU2113
 BU2113'RECOVERED 1991
 BU2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1136 ***********************************************************************
 CM1136  DESIGNATION -  130 1
 CM1136  PID         -  CM1136
 CM1136  STATE/COUNTY-  AL/BULLOCK
 CM1136  USGS QUAD   -  ROBA (1984)
 CM1136
 CM1136                         *CURRENT SURVEY CONTROL
 CM1136  ___________________________________________________________________
 CM1136* NAD 83(1986)-  32 13 16.     (N)    085 30 04.     (W)     SCALED    
 CM1136* NAVD 88     -       107.259  (meters)     351.90   (feet)  ADJUSTED  
 CM1136  ___________________________________________________________________
 CM1136  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CM1136  DYNAMIC HT  -         107.134 (meters)     351.49  (feet)  COMP
 CM1136  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 CM1136
 CM1136  VERT ORDER  -  SECOND    CLASS 0
 CM1136
 CM1136.The horizontal coordinates were scaled from a topographic map and have
 CM1136.an estimated accuracy of +/- 6 seconds.
 CM1136
 CM1136.The orthometric height was determined by differential leveling
 CM1136.and adjusted by the National Geodetic Survey in June 1991..
 CM1136
 CM1136.The geoid height was determined by GEOID03.
 CM1136
 CM1136.The dynamic height is computed by dividing the NAVD 88
 CM1136.geopotential number by the normal gravity value computed on the
 CM1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1136.degrees latitude (g = 980.6199 gals.).
 CM1136
 CM1136.The modeled gravity was interpolated from observed gravity values.
 CM1136
 CM1136;                    North         East    Units  Estimated Accuracy
 CM1136;SPC AL E     -   190,870.      231,320.      MT  (+/- 180 meters Scaled)
 CM1136
 CM1136                          SUPERSEDED SURVEY CONTROL
 CM1136
 CM1136  NGVD 29 (??/??/92)  107.263  (m)          351.91   (f) ADJ UNCH    2 0
 CM1136
 CM1136.Superseded values are not recommended for survey control.
 CM1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1136.See file dsdata.txt to determine how the superseded data were derived.
 CM1136
 CM1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA412659(NAD 83)
 CM1136_MARKER: DD = SURVEY DISK
 CM1136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1136_SP_SET: BUILDING
 CM1136_STAMPING: 130 1
 CM1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1136
 CM1136  HISTORY     - Date     Condition        Report By
 CM1136  HISTORY     - UNK      MONUMENTED       ALGS
 CM1136  HISTORY     - 1952     GOOD             NGS
 CM1136  HISTORY     - 1972     POOR             USGS
 CM1136
 CM1136                          STATION DESCRIPTION
 CM1136
 CM1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM1136'AT GUERRYTON.
 CM1136'AT GUERRYTON, 99 FEET EAST AND ACROSS A GRADED ROAD FROM THE EAST
 CM1136'CORNER OF CENTRAL OF GEORGIA RAILWAY STATION, 116 FEET SOUTHEAST
 CM1136'OF SOUTHEAST RAIL OF MAIN TRACK, SET VERTICALLY IN THE NORTHWEST
 CM1136'FACE AT NORTH CORNER OF A BRICK STORE BUILDING (ALSO POST OFFICE),
 CM1136'1 1/2 FEET SOUTHWEST OF NORTH CORNER OF BUILDING PROPER, AND ABOUT
 CM1136'1 1/2 FEET ABOVE CONCRETE PORCH FLOOR.
 CM1136
 CM1136                          STATION RECOVERY (1972)
 CM1136
 CM1136'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CM1136'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0935 ***********************************************************************
 CM0935  DESIGNATION -  130 11
 CM0935  PID         -  CM0935
 CM0935  STATE/COUNTY-  AL/BARBOUR
 CM0935  USGS QUAD   -  BATESVILLE (1973)
 CM0935
 CM0935                         *CURRENT SURVEY CONTROL
 CM0935  ___________________________________________________________________
 CM0935* NAD 83(1986)-  32 00 59.     (N)    085 18 46.     (W)     SCALED    
 CM0935* NAVD 88     -        76.047  (meters)     249.50   (feet)  ADJUSTED  
 CM0935  ___________________________________________________________________
 CM0935  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM0935  DYNAMIC HT  -          75.959 (meters)     249.21  (feet)  COMP
 CM0935  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CM0935
 CM0935  VERT ORDER  -  SECOND    CLASS 0
 CM0935
 CM0935.The horizontal coordinates were scaled from a topographic map and have
 CM0935.an estimated accuracy of +/- 6 seconds.
 CM0935
 CM0935.The orthometric height was determined by differential leveling
 CM0935.and adjusted by the National Geodetic Survey in June 1991..
 CM0935
 CM0935.The geoid height was determined by GEOID03.
 CM0935
 CM0935.The dynamic height is computed by dividing the NAVD 88
 CM0935.geopotential number by the normal gravity value computed on the
 CM0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0935.degrees latitude (g = 980.6199 gals.).
 CM0935
 CM0935.The modeled gravity was interpolated from observed gravity values.
 CM0935
 CM0935;                    North         East    Units  Estimated Accuracy
 CM0935;SPC AL E     -   168,240.      249,180.      MT  (+/- 180 meters Scaled)
 CM0935
 CM0935                          SUPERSEDED SURVEY CONTROL
 CM0935
 CM0935  NGVD 29 (??/??/92)   76.073  (m)          249.58   (f) ADJ UNCH    2 0
 CM0935
 CM0935.Superseded values are not recommended for survey control.
 CM0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0935.See file dsdata.txt to determine how the superseded data were derived.
 CM0935
 CM0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA593434(NAD 83)
 CM0935_MARKER: DD = SURVEY DISK
 CM0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0935_SP_SET: BRIDGE
 CM0935_STAMPING: 130 11
 CM0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0935
 CM0935  HISTORY     - Date     Condition        Report By
 CM0935  HISTORY     - UNK      MONUMENTED       ALGS
 CM0935  HISTORY     - 1952     GOOD             NGS
 CM0935
 CM0935                          STATION DESCRIPTION
 CM0935
 CM0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0935'0.8 MI N FROM BATESVILLE.
 CM0935'ABOUT 0.6 MILE NORTHEAST ALONG A GRADED ROAD FROM THE CENTRAL OF
 CM0935'GEORGIA RAILWAY STATION AT BATESVILLE, THENCE ABOUT 0.2 MILE WEST
 CM0935'ALONG U.S. HIGHWAY 82, AT THE EAST END OF CONCRETE BRIDGE OVER
 CM0935'SOUTH FORK OF COWIKEE CREEK, SET IN THE TOP OF THE EAST END OF
 CM0935'SOUTH RAIL FOOTING, 2.8 FEET WEST OF EAST END OF RAIL FOOTING,
 CM0935'9 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT
 CM0935'ABOVE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0790 ***********************************************************************
 BT0790  DESIGNATION -  130 14
 BT0790  PID         -  BT0790
 BT0790  STATE/COUNTY-  AL/BARBOUR
 BT0790  USGS QUAD   -  EUFAULA NORTH (1968)
 BT0790
 BT0790                         *CURRENT SURVEY CONTROL
 BT0790  ___________________________________________________________________
 BT0790* NAD 83(1986)-  31 58 18.     (N)    085 13 26.     (W)     SCALED    
 BT0790* NAVD 88     -        80.471  (meters)     264.01   (feet)  ADJUSTED  
 BT0790  ___________________________________________________________________
 BT0790  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BT0790  DYNAMIC HT  -          80.377 (meters)     263.70  (feet)  COMP
 BT0790  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 BT0790
 BT0790  VERT ORDER  -  SECOND    CLASS 0
 BT0790
 BT0790.The horizontal coordinates were scaled from a topographic map and have
 BT0790.an estimated accuracy of +/- 6 seconds.
 BT0790
 BT0790.The orthometric height was determined by differential leveling
 BT0790.and adjusted by the National Geodetic Survey in June 1991..
 BT0790
 BT0790.The geoid height was determined by GEOID03.
 BT0790
 BT0790.The dynamic height is computed by dividing the NAVD 88
 BT0790.geopotential number by the normal gravity value computed on the
 BT0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0790.degrees latitude (g = 980.6199 gals.).
 BT0790
 BT0790.The modeled gravity was interpolated from observed gravity values.
 BT0790
 BT0790;                    North         East    Units  Estimated Accuracy
 BT0790;SPC AL E     -   163,330.      257,600.      MT  (+/- 180 meters Scaled)
 BT0790
 BT0790                          SUPERSEDED SURVEY CONTROL
 BT0790
 BT0790  NGVD 29 (??/??/92)   80.504  (m)          264.12   (f) ADJ UNCH    2 0
 BT0790
 BT0790.Superseded values are not recommended for survey control.
 BT0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0790.See file dsdata.txt to determine how the superseded data were derived.
 BT0790
 BT0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA678386(NAD 83)
 BT0790_MARKER: DD = SURVEY DISK
 BT0790_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0790_SP_SET: CULVERT
 BT0790_STAMPING: 130 14
 BT0790_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0790
 BT0790  HISTORY     - Date     Condition        Report By
 BT0790  HISTORY     - UNK      MONUMENTED       ALGS
 BT0790  HISTORY     - 1952     GOOD             NGS
 BT0790
 BT0790                          STATION DESCRIPTION
 BT0790
 BT0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0790'0.7 MI NW FROM LUGO.
 BT0790'ABOUT 0.7 MILE NORTHWEST ALONG U.S. HIGHWAY 82 FROM THE CENTRAL OF
 BT0790'GEORGIA RAILWAY STATION AT LUGO, IN THE TOP OF THE EAST END OF THE
 BT0790'SOUTH HEAD WALL OF A 10-FOOT CONCRETE CULVERT UNDER HIGHWAY, NORTH
 BT0790'OF RAILWAY TRESTLE NO. H 342.3, 13 1/2 FEET SOUTH OF CENTER LINE
 BT0790'OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1121 ***********************************************************************
 CM1121  DESIGNATION -  130 4
 CM1121  PID         -  CM1121
 CM1121  STATE/COUNTY-  AL/BULLOCK
 CM1121  USGS QUAD   -  MIDWAY (1973)
 CM1121
 CM1121                         *CURRENT SURVEY CONTROL
 CM1121  ___________________________________________________________________
 CM1121* NAD 83(1986)-  32 04 46.     (N)    085 31 09.     (W)     SCALED    
 CM1121* NAVD 88     -       165.978  (meters)     544.55   (feet)  ADJUSTED  
 CM1121  ___________________________________________________________________
 CM1121  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CM1121  DYNAMIC HT  -         165.785 (meters)     543.91  (feet)  COMP
 CM1121  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 CM1121
 CM1121  VERT ORDER  -  SECOND    CLASS 0
 CM1121
 CM1121.The horizontal coordinates were scaled from a topographic map and have
 CM1121.an estimated accuracy of +/- 6 seconds.
 CM1121
 CM1121.The orthometric height was determined by differential leveling
 CM1121.and adjusted by the National Geodetic Survey in June 1991..
 CM1121
 CM1121.The geoid height was determined by GEOID03.
 CM1121
 CM1121.The dynamic height is computed by dividing the NAVD 88
 CM1121.geopotential number by the normal gravity value computed on the
 CM1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1121.degrees latitude (g = 980.6199 gals.).
 CM1121
 CM1121.The modeled gravity was interpolated from observed gravity values.
 CM1121
 CM1121;                    North         East    Units  Estimated Accuracy
 CM1121;SPC AL E     -   175,160.      229,660.      MT  (+/- 180 meters Scaled)
 CM1121
 CM1121                          SUPERSEDED SURVEY CONTROL
 CM1121
 CM1121  NGVD 29 (??/??/92)  165.980  (m)          544.55   (f) ADJ UNCH    2 0
 CM1121
 CM1121.Superseded values are not recommended for survey control.
 CM1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1121.See file dsdata.txt to determine how the superseded data were derived.
 CM1121
 CM1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA397502(NAD 83)
 CM1121_MARKER: DD = SURVEY DISK
 CM1121_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1121_SP_SET: BUILDING
 CM1121_STAMPING: 130 4
 CM1121_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1121
 CM1121  HISTORY     - Date     Condition        Report By
 CM1121  HISTORY     - UNK      MONUMENTED       ALGS
 CM1121  HISTORY     - 1952     GOOD             NGS
 CM1121
 CM1121                          STATION DESCRIPTION
 CM1121
 CM1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM1121'AT MIDWAY.
 CM1121'AT MIDWAY, ABOUT 0.1 MILE NORTHWEST OF JUNCTION OF STATE HIGHWAY 51
 CM1121'AND U.S. HIGHWAY 82, SET VERTICALLY IN THE EAST FACE AT THE
 CM1121'NORTHEAST CORNER OF BULLOCK COUNTY HIGH SCHOOL, 301 FEET NORTH OF
 CM1121'CENTER LINE OF HIGHWAY 82, 0.8 FOOT SOUTH OF NORTHEAST CORNER OF
 CM1121'BUILDING AND ABOUT 3 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0101 ***********************************************************************
 BU0101  DESIGNATION -  133 19
 BU0101  PID         -  BU0101
 BU0101  STATE/COUNTY-  AL/CRENSHAW
 BU0101  USGS QUAD   -  BRANTLEY (1971)
 BU0101
 BU0101                         *CURRENT SURVEY CONTROL
 BU0101  ___________________________________________________________________
 BU0101* NAD 83(1986)-  31 34 50.     (N)    086 15 28.     (W)     SCALED    
 BU0101* NAVD 88     -        86.029  (meters)     282.25   (feet)  ADJUSTED  
 BU0101  ___________________________________________________________________
 BU0101  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU0101  DYNAMIC HT  -          85.925 (meters)     281.91  (feet)  COMP
 BU0101  MODELED GRAV-     979,430.9   (mgal)                       NAVD 88
 BU0101
 BU0101  VERT ORDER  -  SECOND    CLASS 0
 BU0101
 BU0101.The horizontal coordinates were scaled from a topographic map and have
 BU0101.an estimated accuracy of +/- 6 seconds.
 BU0101
 BU0101.The orthometric height was determined by differential leveling
 BU0101.and adjusted by the National Geodetic Survey in June 1991..
 BU0101
 BU0101.The geoid height was determined by GEOID03.
 BU0101
 BU0101.The dynamic height is computed by dividing the NAVD 88
 BU0101.geopotential number by the normal gravity value computed on the
 BU0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0101.degrees latitude (g = 980.6199 gals.).
 BU0101
 BU0101.The modeled gravity was interpolated from observed gravity values.
 BU0101
 BU0101;                    North         East    Units  Estimated Accuracy
 BU0101;SPC AL E     -   119,880.      159,710.      MT  (+/- 180 meters Scaled)
 BU0101
 BU0101                          SUPERSEDED SURVEY CONTROL
 BU0101
 BU0101  NGVD 29 (??/??/92)   86.036  (m)          282.27   (f) ADJ UNCH    2 0
 BU0101
 BU0101.Superseded values are not recommended for survey control.
 BU0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0101.See file dsdata.txt to determine how the superseded data were derived.
 BU0101
 BU0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV704941(NAD 83)
 BU0101_MARKER: DD = SURVEY DISK
 BU0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0101_STAMPING: 133 19
 BU0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0101+STABILITY: SURFACE MOTION
 BU0101
 BU0101  HISTORY     - Date     Condition        Report By
 BU0101  HISTORY     - UNK      MONUMENTED       ALGS
 BU0101  HISTORY     - 1967     MARK NOT FOUND   NGS
 BU0101
 BU0101                          STATION DESCRIPTION
 BU0101
 BU0101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BU0101'IN BRANTLEY.
 BU0101'AT BRANTLEY, CRENSHAW COUNTY, ON THE CENTRAL OF GEORGIA RAILWAY, ABOUT
 BU0101'3 RAILS NORTHWEST OF THE STATION, 30 FEET SOUTHWEST OF THE CENTER LINE
 BU0101'OF THE TRACK, AND IN LINE WITH A ROW OF POLES.  A STATE SURVEY
 BU0101'STANDARD DISK, STAMPED 133 19 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0906 ***********************************************************************
 EE0906  DESIGNATION -  136
 EE0906  PID         -  EE0906
 EE0906  STATE/COUNTY-  AL/JACKSON
 EE0906  USGS QUAD   -  DORAN COVE (1988)
 EE0906
 EE0906                         *CURRENT SURVEY CONTROL
 EE0906  ___________________________________________________________________
 EE0906* NAD 83(1986)-  34 53 00.     (N)    085 45 07.     (W)     SCALED    
 EE0906* NAVD 88     -       183.006  (meters)     600.41   (feet)  ADJUSTED  
 EE0906  ___________________________________________________________________
 EE0906  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EE0906  DYNAMIC HT  -         182.824 (meters)     599.82  (feet)  COMP
 EE0906  MODELED GRAV-     979,639.5   (mgal)                       NAVD 88
 EE0906
 EE0906  VERT ORDER  -  FIRST     CLASS II
 EE0906
 EE0906.The horizontal coordinates were scaled from a topographic map and have
 EE0906.an estimated accuracy of +/- 6 seconds.
 EE0906
 EE0906.The orthometric height was determined by differential leveling
 EE0906.and adjusted by the National Geodetic Survey in June 1991..
 EE0906
 EE0906.The geoid height was determined by GEOID03.
 EE0906
 EE0906.The dynamic height is computed by dividing the NAVD 88
 EE0906.geopotential number by the normal gravity value computed on the
 EE0906.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0906.degrees latitude (g = 980.6199 gals.).
 EE0906
 EE0906.The modeled gravity was interpolated from observed gravity values.
 EE0906
 EE0906;                    North         East    Units  Estimated Accuracy
 EE0906;SPC AL E     -   486,090.      207,440.      MT  (+/- 180 meters Scaled)
 EE0906
 EE0906                          SUPERSEDED SURVEY CONTROL
 EE0906
 EE0906  NGVD 29 (??/??/92)  182.996  (m)          600.38   (f) ADJ UNCH    1 2
 EE0906
 EE0906.Superseded values are not recommended for survey control.
 EE0906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0906.See file dsdata.txt to determine how the superseded data were derived.
 EE0906
 EE0906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD140608(NAD 83)
 EE0906_MARKER: Z = SEE DESCRIPTION
 EE0906_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0906_SP_SET: CONCRETE WALL
 EE0906_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0906
 EE0906  HISTORY     - Date     Condition        Report By
 EE0906  HISTORY     - UNK      MONUMENTED       DOD
 EE0906  HISTORY     - 1933     GOOD             NGS
 EE0906  HISTORY     - 1934     GOOD             USE
 EE0906
 EE0906                          STATION DESCRIPTION
 EE0906
 EE0906'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EE0906'6.5 MI SE FROM BRIDGEPORT.
 EE0906'6-1/2 MILES DOWNSTREAM FROM BRIDGEPORT, JACKSON COUNTY, ON THE
 EE0906'RIGHT BANK OF TENNESSEE RIVER, AT WIDOWS BAR LOCK, IN THE TOP
 EE0906'OF THE LOCK WALL, ABOUT THE MIDDLE OF ITS LENGTH, AND NEAR THE
 EE0906'OUTER EDGE.  A METAL WASHER.
 EE0906
 EE0906                          STATION RECOVERY (1934)
 EE0906
 EE0906'RECOVERY NOTE BY US ENGINEERS 1934
 EE0906'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0393 ***********************************************************************
 CO0393  DESIGNATION -  136
 CO0393  PID         -  CO0393
 CO0393  STATE/COUNTY-  AL/CHOCTAW
 CO0393  USGS QUAD   -  BUTLER (1986)
 CO0393
 CO0393                         *CURRENT SURVEY CONTROL
 CO0393  ___________________________________________________________________
 CO0393* NAD 83(1986)-  32 05 15.     (N)    088 13 59.     (W)     SCALED    
 CO0393* NAVD 88     -        41.080  (meters)     134.78   (feet)  ADJUSTED  
 CO0393  ___________________________________________________________________
 CO0393  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CO0393  DYNAMIC HT  -          41.032 (meters)     134.62  (feet)  COMP
 CO0393  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 CO0393
 CO0393  VERT ORDER  -  SECOND    CLASS 0
 CO0393
 CO0393.The horizontal coordinates were scaled from a topographic map and have
 CO0393.an estimated accuracy of +/- 6 seconds.
 CO0393
 CO0393.The orthometric height was determined by differential leveling
 CO0393.and adjusted by the National Geodetic Survey in June 1991..
 CO0393
 CO0393.The geoid height was determined by GEOID03.
 CO0393
 CO0393.The dynamic height is computed by dividing the NAVD 88
 CO0393.geopotential number by the normal gravity value computed on the
 CO0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0393.degrees latitude (g = 980.6199 gals.).
 CO0393
 CO0393.The modeled gravity was interpolated from observed gravity values.
 CO0393
 CO0393;                    North         East    Units  Estimated Accuracy
 CO0393;SPC AL W     -   231,660.      530,800.      MT  (+/- 180 meters Scaled)
 CO0393
 CO0393                          SUPERSEDED SURVEY CONTROL
 CO0393
 CO0393  NGVD 29 (??/??/92)   41.066  (m)          134.73   (f) ADJ UNCH    2 0
 CO0393
 CO0393.Superseded values are not recommended for survey control.
 CO0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0393.See file dsdata.txt to determine how the superseded data were derived.
 CO0393
 CO0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA836508(NAD 83)
 CO0393_MARKER: B = BOLT
 CO0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0393+STABILITY: SURFACE MOTION
 CO0393
 CO0393  HISTORY     - Date     Condition        Report By
 CO0393  HISTORY     - UNK      MONUMENTED       ALHD
 CO0393  HISTORY     - 1935     GOOD             NGS
 CO0393
 CO0393                          STATION DESCRIPTION
 CO0393
 CO0393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0393'0.9 MI W FROM BUTLER.
 CO0393'0.9 MILES WEST OF COURTHOUSE AT BUTLER 400 YARDS WEST OF AN OLD COTTON
 CO0393'GIN, 30 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 10.  TOP OF BOLT SET
 CO0393'IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0416 ***********************************************************************
 BU0416  DESIGNATION -  139
 BU0416  PID         -  BU0416
 BU0416  STATE/COUNTY-  AL/ESCAMBIA
 BU0416  USGS QUAD   -  DAMASCUS (1982)
 BU0416
 BU0416                         *CURRENT SURVEY CONTROL
 BU0416  ___________________________________________________________________
 BU0416* NAD 83(1986)-  31 09 18.     (N)    086 50 21.     (W)     SCALED    
 BU0416* NAVD 88     -        46.870  (meters)     153.77   (feet)  ADJUSTED  
 BU0416  ___________________________________________________________________
 BU0416  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BU0416  DYNAMIC HT  -          46.812 (meters)     153.58  (feet)  COMP
 BU0416  MODELED GRAV-     979,405.9   (mgal)                       NAVD 88
 BU0416
 BU0416  VERT ORDER  -  SECOND    CLASS 0
 BU0416
 BU0416.The horizontal coordinates were scaled from a topographic map and have
 BU0416.an estimated accuracy of +/- 6 seconds.
 BU0416
 BU0416.The orthometric height was determined by differential leveling
 BU0416.and adjusted by the National Geodetic Survey in June 1991..
 BU0416
 BU0416.The geoid height was determined by GEOID03.
 BU0416
 BU0416.The dynamic height is computed by dividing the NAVD 88
 BU0416.geopotential number by the normal gravity value computed on the
 BU0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0416.degrees latitude (g = 980.6199 gals.).
 BU0416
 BU0416.The modeled gravity was interpolated from observed gravity values.
 BU0416
 BU0416;                    North         East    Units  Estimated Accuracy
 BU0416;SPC AL W     -   128,230.      663,010.      MT  (+/- 180 meters Scaled)
 BU0416
 BU0416                          SUPERSEDED SURVEY CONTROL
 BU0416
 BU0416  NGVD 29 (??/??/92)   46.900  (m)          153.87   (f) ADJ UNCH    2 0
 BU0416
 BU0416.Superseded values are not recommended for survey control.
 BU0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0416.See file dsdata.txt to determine how the superseded data were derived.
 BU0416
 BU0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV153467(NAD 83)
 BU0416_MARKER: DD = SURVEY DISK
 BU0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0416_STAMPING: 139
 BU0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0416+STABILITY: SURFACE MOTION
 BU0416
 BU0416  HISTORY     - Date     Condition        Report By
 BU0416  HISTORY     - UNK      MONUMENTED       ALGS
 BU0416  HISTORY     - 1955     GOOD             NGS
 BU0416
 BU0416                          STATION DESCRIPTION
 BU0416
 BU0416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0416'17.0 MI NE FROM BREWTON.
 BU0416'17.0 MILES NORTHEAST ALONG U. S. HIGHWAY 29 FROM THE LOUISVILLE AND
 BU0416'NASHVILLE RAILROAD STATION AT BREWTON, 0.15 MILE WEST OF A CONCRETE
 BU0416'BRIDGE, 0.35 MILE EAST OF THE JUNCTION OF A BLACK TOP ROAD NORTH TO
 BU0416'DAMASCUS, 0.1 MILE EAST OF THE DAMASCUS CHURCH, 39 1/2 FEET SOUTH OF
 BU0416'THE CENTER LINE OF THE HIGHWAY, 56 1/2 FEET NORTH NORTHWEST OF THE
 BU0416'NORTHWEST CORNER OF THE PORCH OF A WHITE HOUSE, 10 FEET NORTH OF A
 BU0416'24-INCH MAGNOLIA TREE, 12 FEET WEST OF A POWER POLE ON A BRANCH LINE,
 BU0416'SOUTH AND ACROSS THE HIGHWAY FROM A PAN-AM SERVICE STATION, 3 FEET
 BU0416'NORTH OF BENCH MARK H-17, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 BU0416'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0868 ***********************************************************************
 BT0868  DESIGNATION -  139+37=PI
 BT0868  PID         -  BT0868
 BT0868  STATE/COUNTY-  AL/DALE
 BT0868  USGS QUAD   -  MIDLAND CITY (1981)
 BT0868
 BT0868                         *CURRENT SURVEY CONTROL
 BT0868  ___________________________________________________________________
 BT0868* NAD 83(1986)-  31 18 26.     (N)    085 26 42.     (W)     SCALED    
 BT0868* NAVD 88     -       117.652  (meters)     386.00   (feet)  ADJUSTED  
 BT0868  ___________________________________________________________________
 BT0868  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BT0868  DYNAMIC HT  -         117.507 (meters)     385.52  (feet)  COMP
 BT0868  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 BT0868
 BT0868  VERT ORDER  -  SECOND    CLASS 0
 BT0868
 BT0868.The horizontal coordinates were scaled from a topographic map and have
 BT0868.an estimated accuracy of +/- 6 seconds.
 BT0868
 BT0868.The orthometric height was determined by differential leveling
 BT0868.and adjusted by the National Geodetic Survey in June 1991..
 BT0868
 BT0868.The geoid height was determined by GEOID03.
 BT0868
 BT0868.The dynamic height is computed by dividing the NAVD 88
 BT0868.geopotential number by the normal gravity value computed on the
 BT0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0868.degrees latitude (g = 980.6199 gals.).
 BT0868
 BT0868.The modeled gravity was interpolated from observed gravity values.
 BT0868
 BT0868;                    North         East    Units  Estimated Accuracy
 BT0868;SPC AL E     -    89,560.      236,970.      MT  (+/- 180 meters Scaled)
 BT0868
 BT0868                          SUPERSEDED SURVEY CONTROL
 BT0868
 BT0868  NGVD 29 (??/??/92)  117.732  (m)          386.26   (f) ADJ UNCH    2 0
 BT0868
 BT0868.Superseded values are not recommended for survey control.
 BT0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0868.See file dsdata.txt to determine how the superseded data were derived.
 BT0868
 BT0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV479646(NAD 83)
 BT0868_MARKER: B = BOLT
 BT0868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0868_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0868_PROJECTION: PROJECTING 12 CENTIMETERS
 BT0868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0868+STABILITY: SURFACE MOTION
 BT0868
 BT0868  HISTORY     - Date     Condition        Report By
 BT0868  HISTORY     - UNK      MONUMENTED       DOD
 BT0868  HISTORY     - 1953     GOOD             NGS
 BT0868  HISTORY     - 1965     GOOD             NGS
 BT0868  HISTORY     - 1981     MARK NOT FOUND   NGS
 BT0868
 BT0868                          STATION DESCRIPTION
 BT0868
 BT0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BT0868'AT GRIMES.
 BT0868'AT GRIMES, ABOUT 0.25 MILE WEST ALONG THE ATLANTIC COAST LINE
 BT0868'RAILROAD FROM THE STATION AT GRIMES, AT A NORTH-SOUTH BLACK TOP
 BT0868'ROAD CROSSING, 97 1/2 FEET NORTH OF NORTH RAIL, 58 1/2 FEET
 BT0868'WEST OF CENTER LINE OF ROAD, 57 1/2 FEET SOUTH-SOUTHEAST OF
 BT0868'SOUTHWEST CORNER OF CONCRETE FOUNDATION OF AN ABANDONED GUARD
 BT0868'HOUSE IN CENTER OF A ROAD WEST TO NAPIER FIELD, 1 FOOT NORTHEAST
 BT0868'OF A POWER LINE BRACE POLE, 1 FOOT SOUTH OF AN IRON FENCE CORNER,
 BT0868'A BOLT IN THE TOP OF A CONCRETE R/W POST CASE 139+378 ON ITS
 BT0868'EAST SIDE AND PROJECTING 4 INCHES.
 BT0868
 BT0868                          STATION RECOVERY (1965)
 BT0868
 BT0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BT0868'RECOVERED IN GOOD CONDITION.
 BT0868
 BT0868                          STATION RECOVERY (1981)
 BT0868
 BT0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BT0868'SEARCHED FOR AND NOT RECOVERED, A CONCRETE POST RIGHT-OF-WAY MARKER
 BT0868'IS NO LONGER AT THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0395 ***********************************************************************
 CO0395  DESIGNATION -  139.9
 CO0395  PID         -  CO0395
 CO0395  STATE/COUNTY-  AL/CHOCTAW
 CO0395  USGS QUAD   -  BUTLER (1986)
 CO0395
 CO0395                         *CURRENT SURVEY CONTROL
 CO0395  ___________________________________________________________________
 CO0395* NAD 83(1986)-  32 05 12.     (N)    088 13 36.     (W)     SCALED    
 CO0395* NAVD 88     -        42.281  (meters)     138.72   (feet)  ADJUSTED  
 CO0395  ___________________________________________________________________
 CO0395  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CO0395  DYNAMIC HT  -          42.232 (meters)     138.56  (feet)  COMP
 CO0395  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CO0395
 CO0395  VERT ORDER  -  SECOND    CLASS 0
 CO0395
 CO0395.The horizontal coordinates were scaled from a topographic map and have
 CO0395.an estimated accuracy of +/- 6 seconds.
 CO0395
 CO0395.The orthometric height was determined by differential leveling
 CO0395.and adjusted by the National Geodetic Survey in June 1991..
 CO0395
 CO0395.The geoid height was determined by GEOID03.
 CO0395
 CO0395.The dynamic height is computed by dividing the NAVD 88
 CO0395.geopotential number by the normal gravity value computed on the
 CO0395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0395.degrees latitude (g = 980.6199 gals.).
 CO0395
 CO0395.The modeled gravity was interpolated from observed gravity values.
 CO0395
 CO0395;                    North         East    Units  Estimated Accuracy
 CO0395;SPC AL W     -   231,570.      531,400.      MT  (+/- 180 meters Scaled)
 CO0395
 CO0395                          SUPERSEDED SURVEY CONTROL
 CO0395
 CO0395  NGVD 29 (??/??/92)   42.266  (m)          138.67   (f) ADJ UNCH    2 0
 CO0395
 CO0395.Superseded values are not recommended for survey control.
 CO0395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0395.See file dsdata.txt to determine how the superseded data were derived.
 CO0395
 CO0395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA842507(NAD 83)
 CO0395_MARKER: B = BOLT
 CO0395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0395_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0395+STABILITY: SURFACE MOTION
 CO0395
 CO0395  HISTORY     - Date     Condition        Report By
 CO0395  HISTORY     - UNK      MONUMENTED       ALHD
 CO0395  HISTORY     - 1935     GOOD             NGS
 CO0395
 CO0395                          STATION DESCRIPTION
 CO0395
 CO0395'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0395'0.5 MI W FROM BUTLER.
 CO0395'0.5 MILES WEST OF COURTHOUSE AT BUTLER 150 FEET WEST OF HOUSE, 30 FEET
 CO0395'NORTH OF CENTERLINE OF STATE HIGHWAY 10, AT TANGENT OF CURVE. TOP OF
 CO0395'BOLT SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3688 ***********************************************************************
 DG3688  DESIGNATION -  14 1
 DG3688  PID         -  DG3688
 DG3688  STATE/COUNTY-  AL/CLAY
 DG3688  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG3688
 DG3688                         *CURRENT SURVEY CONTROL
 DG3688  ___________________________________________________________________
 DG3688* NAD 83(1992)-  33 26 50.42018(N)    085 52 02.67151(W)     ADJUSTED  
 DG3688* NAVD 88     -       364.5    (meters)    1196.     (feet)  VERTCON   
 DG3688  ___________________________________________________________________
 DG3688  X           -     383,930.366 (meters)                     COMP
 DG3688  Y           -  -5,313,719.319 (meters)                     COMP
 DG3688  Z           -   3,495,647.326 (meters)                     COMP
 DG3688  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 DG3688  ELLIP HEIGHT-         335.78  (meters)          (07/29/02) GPS OBS
 DG3688  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DG3688
 DG3688  HORZ ORDER  -  FIRST
 DG3688  ELLP ORDER  -  FOURTH    CLASS I
 DG3688
 DG3688.The horizontal coordinates were established by GPS observations
 DG3688.and adjusted by the National Geodetic Survey in December 1992..
 DG3688
 DG3688.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3688
 DG3688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3688
 DG3688.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3688
 DG3688.The ellipsoidal height was determined by GPS observations
 DG3688.and is referenced to NAD 83.
 DG3688
 DG3688.The geoid height was determined by GEOID03.
 DG3688
 DG3688;                    North         East     Units Scale Factor Converg.
 DG3688;SPC AL E     -   326,807.423   196,831.836   MT  0.99996012   -0 01 07.6
 DG3688;UTM  16      - 3,701,454.267   605,267.530   MT  0.99973662   +0 37 27.5
 DG3688
 DG3688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3688!SPC AL E     -   0.99994729  x   0.99996012  =   0.99990741
 DG3688!UTM  16      -   0.99994729  x   0.99973662  =   0.99968392
 DG3688
 DG3688|---------------------------------------------------------------------|
 DG3688| PID    Reference Object                     Distance      Geod. Az  |
 DG3688|                                                           dddmmss.s |
 DG3688| DG3689 14 2                                388.676 METERS 13908     |
 DG3688|---------------------------------------------------------------------|
 DG3688
 DG3688                          SUPERSEDED SURVEY CONTROL
 DG3688
 DG3688  ELLIP H (12/04/92)  335.87   (m)                       GP(       ) 4 1
 DG3688  NAD 83(1986)-  33 26 50.42626(N)    085 52 02.67159(W) AD(       ) 1
 DG3688  NGVD 29 (12/04/92)  364.4    (m)         1196.     (f) GPS OBS        
 DG3688
 DG3688.Superseded values are not recommended for survey control.
 DG3688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3688.See file dsdata.txt to determine how the superseded data were derived.
 DG3688
 DG3688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0526801454(NAD 83)
 DG3688_MARKER: DD = SURVEY DISK
 DG3688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3688_SP_SET: CONCRETE POST
 DG3688_STAMPING: 14 - 1 1990
 DG3688_MARK LOGO: ALHD  
 DG3688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3688+STABILITY: SURFACE MOTION
 DG3688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3688+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3688
 DG3688  HISTORY     - Date     Condition        Report By
 DG3688  HISTORY     - 1990     MONUMENTED       ALHD
 DG3688
 DG3688                          STATION DESCRIPTION
 DG3688
 DG3688'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3688'THE STATION IS LOCATED IN CLAY COUNTY ON PROPERTY OWNED BY THE U. S.
 DG3688'FOREST SERVICE IN THE TALLADEGA NATIONAL FOREST, ABOUT 18.35 KM
 DG3688'(11.40 MI) NORTHWEST OF LINEVILLE AND ABOUT 19.71 KM (12.25 MI) NORTH
 DG3688'- NORTHWEST OF ASHLAND.
 DG3688'TO REACH THE STATION FROM THE INFORMATION BOOTH AND ENTRANCE TO CHEAHA
 DG3688'STATE PARK ON ALA 281, MILE POST 493.15 ON ALA 281, DRIVE SOUTHWEST
 DG3688'ON ALA 281 3.54 KM (2.20 MI) TO MILE POST 493.15, THE END OF ALA 281,
 DG3688'AND THE END OF PAVEMENT, CONTINUE SOUTHWEST ON U. S. FOREST SERVICE
 DG3688'ROAD NO. 600 0.40 KM (0.25 MI) TO U. S. FOREST SERVICE ROAD NO. 645
 DG3688'ON THE RIGHT, TURN RIGHT ON U. S. FOREST SERVICE ROAD NO. 645 AND
 DG3688'DRIVE NORTHWEST 1.21 KM (0.75 MI) TO A Y INTERSECTION WITH U. S.
 DG3688'FOREST SERVICE ROAD NO. 645 A ON THE LEFT AND U. S. FOREST ROAD NO.
 DG3688'645 ON THE RIGHT, BEAR RIGHT ON U. S. FOREST SERVICE ROAD NO. 645 AND
 DG3688'DRIVE NORTHWEST 1.21 KM (0.75 MI) TO A Y INTERSECTION WITH AN OLD
 DG3688'LOGGING ROAD TO THE LEFT AND U. S. FOREST SERVICE ROAD NO. 645 TO THE
 DG3688'RIGHT, BEAR LEFT ON THE OLD LOGGING ROAD AND DRIVE NORTH 0.24 KM
 DG3688'(0.15 MI) TO THE STATION ON THE RIGHT.
 DG3688'THE STATION IS LOCATED ON THE SOUTHEAST SLOPE OF THE HILL, 35.05 M
 DG3688'(114.99 FT) EAST - NORTHEAST OF THE CENTER OF THE LOGGING ROAD, 0.67
 DG3688'M (2.20 FT) SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 DG3688'THE GROUND.
 DG3688'STATION 14 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2876 ***********************************************************************
 DH2876  DESIGNATION -  14 10
 DH2876  PID         -  DH2876
 DH2876  STATE/COUNTY-  AL/CLAY
 DH2876  USGS QUAD   -  HOLLINS (1984)
 DH2876
 DH2876                         *CURRENT SURVEY CONTROL
 DH2876  ___________________________________________________________________
 DH2876* NAD 83(1992)-  33 06 44.64965(N)    086 09 04.27587(W)     ADJUSTED  
 DH2876* NAVD 88     -       240.1    (meters)     788.     (feet)  GPS OBS   
 DH2876  ___________________________________________________________________
 DH2876  X           -     358,968.879 (meters)                     COMP
 DH2876  Y           -  -5,335,790.600 (meters)                     COMP
 DH2876  Z           -   3,464,522.260 (meters)                     COMP
 DH2876  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 DH2876  ELLIP HEIGHT-         211.17  (meters)          (07/29/02) GPS OBS
 DH2876  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DH2876
 DH2876  HORZ ORDER  -  FIRST
 DH2876  ELLP ORDER  -  FOURTH    CLASS I
 DH2876
 DH2876.The horizontal coordinates were established by GPS observations
 DH2876.and adjusted by the National Geodetic Survey in September 1993..
 DH2876
 DH2876.The orthometric height was determined by GPS observations and a
 DH2876.high-resolution geoid model.
 DH2876
 DH2876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2876
 DH2876.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2876
 DH2876.The ellipsoidal height was determined by GPS observations
 DH2876.and is referenced to NAD 83.
 DH2876
 DH2876.The geoid height was determined by GEOID03.
 DH2876
 DH2876;                    North         East     Units Scale Factor Converg.
 DH2876;SPC AL E     -   289,705.746   170,334.331   MT  0.99997085   -0 10 25.1
 DH2876;UTM  16      - 3,664,068.495   579,192.987   MT  0.99967732   +0 27 49.4
 DH2876
 DH2876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2876!SPC AL E     -   0.99996685  x   0.99997085  =   0.99993770
 DH2876!UTM  16      -   0.99996685  x   0.99967732  =   0.99964418
 DH2876
 DH2876:                Primary Azimuth Mark                     Grid Az
 DH2876:SPC AL E     -  14 9                                     108 45 45.2
 DH2876:UTM  16      -  14 9                                     108 07 30.7
 DH2876
 DH2876|---------------------------------------------------------------------|
 DH2876| PID    Reference Object                     Distance      Geod. Az  |
 DH2876|                                                           dddmmss.s |
 DH2876| DH2880 14 9                                407.315 METERS 1083520.1 |
 DH2876|---------------------------------------------------------------------|
 DH2876
 DH2876                          SUPERSEDED SURVEY CONTROL
 DH2876
 DH2876  ELLIP H (09/27/93)  211.16   (m)                       GP(       ) 4 1
 DH2876
 DH2876.Superseded values are not recommended for survey control.
 DH2876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2876.See file dsdata.txt to determine how the superseded data were derived.
 DH2876
 DH2876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7919364068(NAD 83)
 DH2876_MARKER: DD = SURVEY DISK
 DH2876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2876_SP_SET: CONCRETE POST
 DH2876_STAMPING: 14-10 1992
 DH2876_MARK LOGO: ALHD  
 DH2876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2876+STABILITY: SURFACE MOTION
 DH2876_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2876+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2876
 DH2876  HISTORY     - Date     Condition        Report By
 DH2876  HISTORY     - 1992     MONUMENTED       ALHD
 DH2876
 DH2876                          STATION DESCRIPTION
 DH2876
 DH2876'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2876'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTH RIGHT OF WAY OF
 DH2876'CLAY COUNTY ROAD NO. 511, ABOUT 6.45 MI (10.38 KM) NORTHWEST OF
 DH2876'GOODWATER AND ABOUT 13.95 MI (22.45 KM) WEST-SOUTHWEST OF
 DH2876'MILLERVILLE.
 DH2876'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND CLAY COUNTY ROAD
 DH2876'NO. 511 (MILE POST 163.20 ON ALA 9) AT A TRAFFIC LIGHT IN GOODWATER,
 DH2876'DRIVE NORTHWEST ON COOSA COUNTY ROAD NO. 511 FOR 5.10 MI (8.21 KM) TO
 DH2876'THE CLAY-COOSA COUNTY LINE, CONTINUE NORTHWEST ON CLAY COUNTY ROAD
 DH2876'NO. 511 FOR 1.70 MI (2.74 KM) TO THE STATION ON THE RIGHT.
 DH2876'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 DH2876'ON WHITE TOP, GREEN STEEL POSTS, 58.6 FT (17.9 M) NORTH OF THE
 DH2876'CENTERLINE OF CLAY COUNTY ROAD NO. 511, 63.8 FT (19.4 M)
 DH2876'WEST-NORTHWEST OF A BURIED CABLE WARNING SIGN, 70.0 FT (21.3 M)
 DH2876'WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 163 AT A POLE WITH A
 DH2876'BIRD HOUSE, 2.7 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST AND SET
 DH2876'FLUSH WITH THE GROUND.
 DH2876'STATION 14-9 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3772 ***********************************************************************
 DG3772  DESIGNATION -  14 11
 DG3772  PID         -  DG3772
 DG3772  STATE/COUNTY-  AL/CLAY
 DG3772  USGS QUAD   -  MILLERVILLE (1983)
 DG3772
 DG3772                         *CURRENT SURVEY CONTROL
 DG3772  ___________________________________________________________________
 DG3772* NAD 83(1992)-  33 08 27.24715(N)    085 59 46.35893(W)     ADJUSTED  
 DG3772* NAVD 88     -       300.8    (meters)     987.     (feet)  GPS OBS   
 DG3772  ___________________________________________________________________
 DG3772  X           -     373,283.039 (meters)                     COMP
 DG3772  Y           -  -5,333,127.626 (meters)                     COMP
 DG3772  Z           -   3,467,202.544 (meters)                     COMP
 DG3772  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DG3772  ELLIP HEIGHT-         271.84  (meters)          (07/29/02) GPS OBS
 DG3772  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DG3772
 DG3772  HORZ ORDER  -  FIRST
 DG3772  ELLP ORDER  -  FOURTH    CLASS I
 DG3772
 DG3772.The horizontal coordinates were established by GPS observations
 DG3772.and adjusted by the National Geodetic Survey in September 1993..
 DG3772
 DG3772.The orthometric height was determined by GPS observations and a
 DG3772.high-resolution geoid model.
 DG3772
 DG3772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3772
 DG3772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3772
 DG3772.The ellipsoidal height was determined by GPS observations
 DG3772.and is referenced to NAD 83.
 DG3772
 DG3772.The geoid height was determined by GEOID03.
 DG3772
 DG3772;                    North         East     Units Scale Factor Converg.
 DG3772;SPC AL E     -   292,833.241   184,803.416   MT  0.99996285   -0 05 20.6
 DG3772;UTM  16      - 3,667,355.908   593,622.416   MT  0.99970807   +0 32 55.7
 DG3772
 DG3772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3772!SPC AL E     -   0.99995732  x   0.99996285  =   0.99992017
 DG3772!UTM  16      -   0.99995732  x   0.99970807  =   0.99966541
 DG3772
 DG3772|---------------------------------------------------------------------|
 DG3772| PID    Reference Object                     Distance      Geod. Az  |
 DG3772|                                                           dddmmss.s |
 DG3772| DG3773 14 12                               373.964 METERS 00352     |
 DG3772|---------------------------------------------------------------------|
 DG3772
 DG3772                          SUPERSEDED SURVEY CONTROL
 DG3772
 DG3772  ELLIP H (09/27/93)  271.89   (m)                       GP(       ) 4 1
 DG3772
 DG3772.Superseded values are not recommended for survey control.
 DG3772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3772.See file dsdata.txt to determine how the superseded data were derived.
 DG3772
 DG3772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9362267356(NAD 83)
 DG3772_MARKER: DD = SURVEY DISK
 DG3772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3772_SP_SET: CONCRETE POST
 DG3772_STAMPING: 14-11 1992
 DG3772_MARK LOGO: ALHD  
 DG3772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3772+STABILITY: SURFACE MOTION
 DG3772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3772+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3772
 DG3772  HISTORY     - Date     Condition        Report By
 DG3772  HISTORY     - 1992     MONUMENTED       ALHD
 DG3772
 DG3772                          STATION DESCRIPTION
 DG3772
 DG3772'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3772'THE STATION IS LOCATED IN CLAY COUNTY ON THE WEST RIGHT OF WAY OF A
 DG3772'PAVED COUNTY ROAD, ABOUT 5.30 MI (8.53 KM) SOUTHWEST OF MILLERVILLE
 DG3772'AND ABOUT 6.15 MI (9.90 KM) NORTHEAST OF GOODWATER.
 DG3772'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 148 (MILE POST
 DG3772'174.85 ON ALA 9) IN MILLERVILLE, DRIVE SOUTHWEST ON ALA 9 FOR 6.20 MI
 DG3772'(9.98 KM) TO MILE POST 168.65 AND A PAVED COUNTY ROAD ON THE RIGHT,
 DG3772'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 1.45 MI
 DG3772'(2.33 KM) TO THE STATION ON THE LEFT.
 DG3772'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 DG3772'ON WHITE TOP, GREEN STEEL POSTS, 32.0 FT (9.8 M) WEST OF THE CENTER
 DG3772'OF THE PAVED COUNTY ROAD, 51.5 FT (15.7 M) SOUTH OF A FENCE JUNCTION,
 DG3772'57.9 FT (17.6 M) SOUTH OF THE SOUTH POST OF A STEEL GATE, 58.0 FT
 DG3772'(17.7 M) SOUTHEAST OF A TWENTY INCH CEDAR TREE IN THE PASTURE, 73.0
 DG3772'FT (22.3 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. SGR ACROSS
 DG3772'THE ROAD, 73.6 FT (22.4 M) WEST-NORTHWEST OF A POWER POLE ACROSS THE
 DG3772'ROAD, 74.3 FT (22.6 M) NORTH OF A TWENTY SEVEN-INCH WATER OAK TREE,
 DG3772'77.2 FT (23.5 M) WEST-NORTHWEST OF CONCRETE U.S.G.S. BENCH MARK 31 M
 DG3772'(101.7 FT) 1942 RESET 1960 ACROSS THE ROAD, 3.1 FT (0.9 M) EAST OF A
 DG3772'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3772'STATION 14-12 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3773 ***********************************************************************
 DG3773  DESIGNATION -  14 12
 DG3773  PID         -  DG3773
 DG3773  STATE/COUNTY-  AL/CLAY
 DG3773  USGS QUAD   -  MILLERVILLE (1983)
 DG3773
 DG3773                         *CURRENT SURVEY CONTROL
 DG3773  ___________________________________________________________________
 DG3773* NAD 83(1992)-  33 08 39.35833(N)    085 59 45.38709(W)     ADJUSTED  
 DG3773* NAVD 88     -       292.8    (meters)     961.     (feet)  GPS OBS   
 DG3773  ___________________________________________________________________
 DG3773  X           -     373,293.456 (meters)                     COMP
 DG3773  Y           -  -5,332,915.709 (meters)                     COMP
 DG3773  Z           -   3,467,510.614 (meters)                     COMP
 DG3773  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DG3773  ELLIP HEIGHT-         263.87  (meters)          (07/29/02) GPS OBS
 DG3773  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG3773
 DG3773  HORZ ORDER  -  FIRST
 DG3773  ELLP ORDER  -  FOURTH    CLASS I
 DG3773
 DG3773.The horizontal coordinates were established by GPS observations
 DG3773.and adjusted by the National Geodetic Survey in September 1993..
 DG3773
 DG3773.The orthometric height was determined by GPS observations and a
 DG3773.high-resolution geoid model.
 DG3773
 DG3773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3773
 DG3773.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3773
 DG3773.The ellipsoidal height was determined by GPS observations
 DG3773.and is referenced to NAD 83.
 DG3773
 DG3773.The geoid height was determined by GEOID03.
 DG3773
 DG3773;                    North         East     Units Scale Factor Converg.
 DG3773;SPC AL E     -   293,206.302   184,829.182   MT  0.99996284   -0 05 20.1
 DG3773;UTM  16      - 3,667,729.138   593,644.021   MT  0.99970812   +0 32 56.4
 DG3773
 DG3773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3773!SPC AL E     -   0.99995857  x   0.99996284  =   0.99992142
 DG3773!UTM  16      -   0.99995857  x   0.99970812  =   0.99966671
 DG3773
 DG3773|---------------------------------------------------------------------|
 DG3773| PID    Reference Object                     Distance      Geod. Az  |
 DG3773|                                                           dddmmss.s |
 DG3773| DG3772 14 11                               373.964 METERS 18352     |
 DG3773|---------------------------------------------------------------------|
 DG3773
 DG3773                          SUPERSEDED SURVEY CONTROL
 DG3773
 DG3773  ELLIP H (09/27/93)  263.93   (m)                       GP(       ) 4 1
 DG3773
 DG3773.Superseded values are not recommended for survey control.
 DG3773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3773.See file dsdata.txt to determine how the superseded data were derived.
 DG3773
 DG3773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9364467729(NAD 83)
 DG3773_MARKER: DD = SURVEY DISK
 DG3773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3773_SP_SET: CONCRETE POST
 DG3773_STAMPING: 14-12 1992
 DG3773_MARK LOGO: ALHD  
 DG3773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3773+STABILITY: SURFACE MOTION
 DG3773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3773+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3773
 DG3773  HISTORY     - Date     Condition        Report By
 DG3773  HISTORY     - 1992     MONUMENTED       ALHD
 DG3773
 DG3773                          STATION DESCRIPTION
 DG3773
 DG3773'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3773'THE STATION IS LOCATED IN CLAY COUNTY ON THE EAST RIGHT OF WAY OF A
 DG3773'PAVED COUNTY ROAD, ABOUT 5.10 MI (8.21 KM) SOUTHWEST OF MILLERVILLE
 DG3773'AND ABOUT 6.45 MI (10.38 KM) NORTHEAST OF GOODWATER.
 DG3773'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 148 (MILE POST
 DG3773'174.85 ON ALA 9) IN MILLERVILLE, DRIVE SOUTHWEST ON ALA 9 FOR 6.20 MI
 DG3773'(9.98 KM) TO MILE POST 168.65 AND A PAVED COUNTY ROAD ON THE RIGHT,
 DG3773'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 1.70 MI
 DG3773'(2.74 KM) TO THE STATION ON THE RIGHT.
 DG3773'THE STATION IS 29.0 FT (8.8 M) EAST OF THE CENTER OF A PAVED COUNTY
 DG3773'ROAD, 111.0 FT (33.8 M) NORTHEAST OF A JUNCTION AND TRANSFORMER POWER
 DG3773'POWER POLE ACROSS THE ROAD, AND 166.8 FT (50.8 M) NORTH OF TELEPHONE
 DG3773'CABLE PEDESTAL NO. PED 10 SGR, 2.4 FT (0.7 M) WEST OF A CARSONITE
 DG3773'WITNESS POST AND SET FLUSH WITH THE SURFACE.
 DG3773'STATION 14-11 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3773'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 DG3773'MR. DENNIS ROBERTSON, ROUTE 2, BOX 49, GOODWATER, ALABAMA 35072, PHONE
 DG3773'205-839-5121 HOME OR 205-354-7888 OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3774 ***********************************************************************
 DG3774  DESIGNATION -  14 13
 DG3774  PID         -  DG3774
 DG3774  STATE/COUNTY-  AL/CLAY
 DG3774  USGS QUAD   -  MILLERVILLE (1983)
 DG3774
 DG3774                         *CURRENT SURVEY CONTROL
 DG3774  ___________________________________________________________________
 DG3774* NAD 83(1992)-  33 11 08.67838(N)    085 56 02.82378(W)     ADJUSTED  
 DG3774* NAVD 88     -       248.1    (meters)     814.     (feet)  GPS OBS   
 DG3774  ___________________________________________________________________
 DG3774  X           -     378,866.457 (meters)                     COMP
 DG3774  Y           -  -5,329,962.224 (meters)                     COMP
 DG3774  Z           -   3,471,337.150 (meters)                     COMP
 DG3774  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DG3774  ELLIP HEIGHT-         219.22  (meters)          (07/29/02) GPS OBS
 DG3774  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3774
 DG3774  HORZ ORDER  -  FIRST
 DG3774  ELLP ORDER  -  FOURTH    CLASS I
 DG3774
 DG3774.The horizontal coordinates were established by GPS observations
 DG3774.and adjusted by the National Geodetic Survey in September 1993..
 DG3774
 DG3774.The orthometric height was determined by GPS observations and a
 DG3774.high-resolution geoid model.
 DG3774
 DG3774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3774
 DG3774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3774
 DG3774.The ellipsoidal height was determined by GPS observations
 DG3774.and is referenced to NAD 83.
 DG3774
 DG3774.The geoid height was determined by GEOID03.
 DG3774
 DG3774;                    North         East     Units Scale Factor Converg.
 DG3774;SPC AL E     -   297,799.067   190,601.534   MT  0.99996109   -0 03 18.6
 DG3774;UTM  16      - 3,672,384.769   599,363.440   MT  0.99972173   +0 35 00.5
 DG3774
 DG3774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3774!SPC AL E     -   0.99996558  x   0.99996109  =   0.99992668
 DG3774!UTM  16      -   0.99996558  x   0.99972173  =   0.99968732
 DG3774
 DG3774:                Primary Azimuth Mark                     Grid Az
 DG3774:SPC AL E     -  14 14                                    049 20 14.7
 DG3774:UTM  16      -  14 14                                    048 41 55.6
 DG3774
 DG3774|---------------------------------------------------------------------|
 DG3774| PID    Reference Object                     Distance      Geod. Az  |
 DG3774|                                                           dddmmss.s |
 DG3774| DG3775 14 14                               475.351 METERS 0491656.1 |
 DG3774|---------------------------------------------------------------------|
 DG3774
 DG3774                          SUPERSEDED SURVEY CONTROL
 DG3774
 DG3774  ELLIP H (09/27/93)  219.28   (m)                       GP(       ) 4 1
 DG3774
 DG3774.Superseded values are not recommended for survey control.
 DG3774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3774.See file dsdata.txt to determine how the superseded data were derived.
 DG3774
 DG3774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9936372385(NAD 83)
 DG3774_MARKER: DD = SURVEY DISK
 DG3774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3774_SP_SET: CONCRETE POST
 DG3774_STAMPING: 14-13 1992
 DG3774_MARK LOGO: ALHD  
 DG3774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3774+STABILITY: SURFACE MOTION
 DG3774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3774+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3774
 DG3774  HISTORY     - Date     Condition        Report By
 DG3774  HISTORY     - 1992     MONUMENTED       ALHD
 DG3774
 DG3774                          STATION DESCRIPTION
 DG3774
 DG3774'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3774'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 DG3774'ALA 9, ABOUT 0.65 MI (1.05 KM) SOUTHWEST OF MILLERVILLE AND ABOUT
 DG3774'10.75 MI (17.30 KM) NORTHEAST OF GOODWATER.
 DG3774'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 148 (MILE POST
 DG3774'174.85 ON ALA 9) IN MILLERVILLE, DRIVE SOUTHWEST ON ALA 9 FOR 0.65 MI
 DG3774'(1.05 KM) TO MILE POST 174.20 AND THE STATION ON THE RIGHT.
 DG3774'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF AN EIGHT-INCH WOOD POST IN
 DG3774'A SEVEN STRAND BARBED WIRE FENCE LINE ON STEEL POSTS, 28.3 FT
 DG3774'(8.6 M) NORTHWEST OF A SPEED LIMIT 55 SIGN, 51.3 FT (15.6 M)
 DG3774'NORTHWEST OF THE CENTERLINE OF ALA 9, 60.5 FT (18.4 M) SOUTHWEST OF
 DG3774'THE SOUTHWEST POST OF A WIRE GATE, 73.2 FT (22.3 M) NORTHEAST OF THE
 DG3774'NORTHEAST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 2.9 FT
 DG3774'(0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3774'GROUND.
 DG3774'STATION 14-14 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3775 ***********************************************************************
 DG3775  DESIGNATION -  14 14
 DG3775  PID         -  DG3775
 DG3775  STATE/COUNTY-  AL/CLAY
 DG3775  USGS QUAD   -  MILLERVILLE (1983)
 DG3775
 DG3775                         *CURRENT SURVEY CONTROL
 DG3775  ___________________________________________________________________
 DG3775* NAD 83(1992)-  33 11 18.74341(N)    085 55 48.91529(W)     ADJUSTED  
 DG3775* NAVD 88     -       256.3    (meters)     841.     (feet)  GPS OBS   
 DG3775  ___________________________________________________________________
 DG3775  X           -     379,214.296 (meters)                     COMP
 DG3775  Y           -  -5,329,774.177 (meters)                     COMP
 DG3775  Z           -   3,471,601.134 (meters)                     COMP
 DG3775  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DG3775  ELLIP HEIGHT-         227.39  (meters)          (07/29/02) GPS OBS
 DG3775  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3775
 DG3775  HORZ ORDER  -  FIRST
 DG3775  ELLP ORDER  -  FOURTH    CLASS I
 DG3775
 DG3775.The horizontal coordinates were established by GPS observations
 DG3775.and adjusted by the National Geodetic Survey in September 1993..
 DG3775
 DG3775.The orthometric height was determined by GPS observations and a
 DG3775.high-resolution geoid model.
 DG3775
 DG3775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3775
 DG3775.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3775
 DG3775.The ellipsoidal height was determined by GPS observations
 DG3775.and is referenced to NAD 83.
 DG3775
 DG3775.The geoid height was determined by GEOID03.
 DG3775
 DG3775;                    North         East     Units Scale Factor Converg.
 DG3775;SPC AL E     -   298,108.795   190,962.102   MT  0.99996101   -0 03 11.0
 DG3775;UTM  16      - 3,672,698.422   599,720.448   MT  0.99972260   +0 35 08.2
 DG3775
 DG3775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3775!SPC AL E     -   0.99996430  x   0.99996101  =   0.99992531
 DG3775!UTM  16      -   0.99996430  x   0.99972260  =   0.99968691
 DG3775
 DG3775:                Primary Azimuth Mark                     Grid Az
 DG3775:SPC AL E     -  14 13                                    229 20 14.7
 DG3775:UTM  16      -  14 13                                    228 41 55.5
 DG3775
 DG3775|---------------------------------------------------------------------|
 DG3775| PID    Reference Object                     Distance      Geod. Az  |
 DG3775|                                                           dddmmss.s |
 DG3775| DG3774 14 13                               475.351 METERS 2291703.7 |
 DG3775|---------------------------------------------------------------------|
 DG3775
 DG3775                          SUPERSEDED SURVEY CONTROL
 DG3775
 DG3775  ELLIP H (09/27/93)  227.45   (m)                       GP(       ) 4 1
 DG3775
 DG3775.Superseded values are not recommended for survey control.
 DG3775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3775.See file dsdata.txt to determine how the superseded data were derived.
 DG3775
 DG3775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9972072698(NAD 83)
 DG3775_MARKER: DD = SURVEY DISK
 DG3775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3775_SP_SET: CONCRETE POST
 DG3775_STAMPING: 14-14 1992
 DG3775_MARK LOGO: ALHD  
 DG3775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3775+STABILITY: SURFACE MOTION
 DG3775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3775+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3775
 DG3775  HISTORY     - Date     Condition        Report By
 DG3775  HISTORY     - 1992     MONUMENTED       ALHD
 DG3775
 DG3775                          STATION DESCRIPTION
 DG3775
 DG3775'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3775'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 DG3775'ALA 9, ABOUT 0.35 MI (0.56 KM) SOUTHWEST OF MILLERVILLE AND ABOUT
 DG3775'11.05 MI (17.78 KM) NORTHEAST OF GOODWATER.
 DG3775'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 148 (MILE POST
 DG3775'174.85 ON ALA 9) IN MILLERVILLE, DRIVE SOUTHWEST ON ALA 9 FOR 0.35 MI
 DG3775'(0.56 KM) TO MILE POST 174.50 AND THE STATION ON THE RIGHT.
 DG3775'THE STATION IS LOCATED NEAR THE SOUTHEAST SIDE OF A CEMETARY, 6.0 FT
 DG3775'(1.8 M) NORTHWEST OF THE CREST OF A TEN FOOT BACKSLOPE, 11.0 FT
 DG3775'(3.4 M) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY ALONG THE
 DG3775'SOUTHEAST SIDE OF A CEMETARY, 42.5 FT (13.0 M) NORTHWEST OF THE
 DG3775'CENTERLINE OF ALA 9, 65.0 FT (19.8 M) SOUTH OF THE SOUTHEAST CORNER
 DG3775'OF A MARBLE WALL AROUND THE GRAVE OF ZACKERY THOMAS GORDON, 85.6 FT
 DG3775'(26.1 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 56 RE, 85.7 FT
 DG3775'(26.1 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK WALL
 DG3775'AROUND THE GRAVES OF CLAUDE LEE AND OLA MAE S. CUNNINGHAM, 2.5 FT
 DG3775'(0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3775'GROUND.
 DG3775'STATION 14-13 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3776 ***********************************************************************
 DG3776  DESIGNATION -  14 15
 DG3776  PID         -  DG3776
 DG3776  STATE/COUNTY-  AL/CLAY
 DG3776  USGS QUAD   -  MILLERVILLE (1983)
 DG3776
 DG3776                         *CURRENT SURVEY CONTROL
 DG3776  ___________________________________________________________________
 DG3776* NAD 83(1992)-  33 08 07.85903(N)    085 53 22.11662(W)     ADJUSTED  
 DG3776* NAVD 88     -       274.9    (meters)     902.     (feet)  GPS OBS   
 DG3776  ___________________________________________________________________
 DG3776  X           -     383,239.104 (meters)                     COMP
 DG3776  Y           -  -5,332,727.069 (meters)                     COMP
 DG3776  Z           -   3,466,688.220 (meters)                     COMP
 DG3776  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DG3776  ELLIP HEIGHT-         245.95  (meters)          (07/29/02) GPS OBS
 DG3776  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG3776
 DG3776  HORZ ORDER  -  FIRST
 DG3776  ELLP ORDER  -  FOURTH    CLASS I
 DG3776
 DG3776.The horizontal coordinates were established by GPS observations
 DG3776.and adjusted by the National Geodetic Survey in September 1993..
 DG3776
 DG3776.The orthometric height was determined by GPS observations and a
 DG3776.high-resolution geoid model.
 DG3776
 DG3776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3776
 DG3776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3776
 DG3776.The ellipsoidal height was determined by GPS observations
 DG3776.and is referenced to NAD 83.
 DG3776
 DG3776.The geoid height was determined by GEOID03.
 DG3776
 DG3776;                    North         East     Units Scale Factor Converg.
 DG3776;SPC AL E     -   292,225.560   194,761.454   MT  0.99996034   -0 01 50.5
 DG3776;UTM  16      - 3,666,859.235   603,584.196   MT  0.99973229   +0 36 25.5
 DG3776
 DG3776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3776!SPC AL E     -   0.99996139  x   0.99996034  =   0.99992173
 DG3776!UTM  16      -   0.99996139  x   0.99973229  =   0.99969369
 DG3776
 DG3776:                Primary Azimuth Mark                     Grid Az
 DG3776:SPC AL E     -  14 16                                    356 54 47.7
 DG3776:UTM  16      -  14 16                                    356 16 31.7
 DG3776
 DG3776|---------------------------------------------------------------------|
 DG3776| PID    Reference Object                     Distance      Geod. Az  |
 DG3776|                                                           dddmmss.s |
 DG3776| DG3777 14 16                               451.568 METERS 3565257.2 |
 DG3776|---------------------------------------------------------------------|
 DG3776
 DG3776                          SUPERSEDED SURVEY CONTROL
 DG3776
 DG3776  ELLIP H (09/27/93)  246.01   (m)                       GP(       ) 4 1
 DG3776
 DG3776.Superseded values are not recommended for survey control.
 DG3776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3776.See file dsdata.txt to determine how the superseded data were derived.
 DG3776
 DG3776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0358466859(NAD 83)
 DG3776_MARKER: DD = SURVEY DISK
 DG3776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3776_SP_SET: CONCRETE POST
 DG3776_STAMPING: 14-15 1992
 DG3776_MARK LOGO: ALHD  
 DG3776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3776+STABILITY: SURFACE MOTION
 DG3776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3776+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3776
 DG3776  HISTORY     - Date     Condition        Report By
 DG3776  HISTORY     - 1992     MONUMENTED       ALHD
 DG3776
 DG3776                          STATION DESCRIPTION
 DG3776
 DG3776'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3776'THE STATION IS LOCATED IN CLAY COUNTY ON THE EAST RIGHT OF WAY OF A
 DG3776'PAVED COUNTY ROAD, ABOUT 4.40 MI (7.08 KM) SOUTHEAST OF MILLERVILLE
 DG3776'AND ABOUT 10.00 MI (16.09 KM) SOUTH-SOUTHWEST OF ASHLAND.
 DG3776'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 148 (MILE POST
 DG3776'174.85 ON ALA 9) IN MILLERVILLE, DRIVE NORTHEAST ON ALA 9 FOR 4.55 MI
 DG3776'(7.32 KM) TO MILE POST 179.40 AND CLAY COUNTY ROAD NO. 5 (NOT SIGNED)
 DG3776'ON THE RIGHT, TURN RIGHT ON CLAY COUNTY ROAD NO. 5 AND DRIVE SOUTH FOR
 DG3776'6.60 MI (10.62 KM) TO A PAVED COUNTY ROAD ON THE RIGHT AT A MT ZION
 DG3776'BAPTIST CHURCH SIGN, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 DG3776'WEST FOR 0.35 MI (0.56 KM) TO MT ZION BAPTIST CHURCH ON THE LEFT,
 DG3776'CONTINUE NORTHWEST AND THEN SOUTHWEST FOR 2.35 MI (3.78 KM) TO
 DG3776'GUTHRIES CHAPEL UNITED METHODIST CHURCH AND THE STATION ON THE LEFT.
 DG3776'THE STATION IS LOCATED IN FRONT OF GUTHRIES CHAPEL UNITED METHODIST
 DG3776'CHURCH, 25.5 FT (7.8 M) EAST OF THE CENTER OF THE PAVED COUNTY ROAD,
 DG3776'30.6 FT (9.3 M) SOUTH-SOUTHWEST OF THE WEST POST OF A GUTHRIES CHAPEL
 DG3776'UNITED METHODIST CHURCH SIGN, 32.8 FT (10.0 M) SOUTH-SOUTHWEST OF THE
 DG3776'EAST POST OF A GUTHRIES CHAPEL UNITED METHODIST CHURCH SIGN, 58.7 FT
 DG3776'(17.9 M) EAST-SOUTHEAST OF A POWER POLE ACROSS THE ROAD, 62.0 FT
 DG3776'(18.9 M) EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 43 12 ACROSS
 DG3776'THE ROAD, 66.0 FT (20.1 M) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL
 DG3776'DRIVEWAY, 101.8 FT (31.0 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF
 DG3776'THE WHITE FRAME CHURCH BUILDING, 106.3 FT (32.4 M) SOUTHWEST OF THE
 DG3776'NORTHWEST CORNER OF THE WHITE FRAME CHURCH BUILDING, 2.3 FT (0.7 M)
 DG3776'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3776'STATION 14-16 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3777 ***********************************************************************
 DG3777  DESIGNATION -  14 16
 DG3777  PID         -  DG3777
 DG3777  STATE/COUNTY-  AL/CLAY
 DG3777  USGS QUAD   -  MILLERVILLE (1983)
 DG3777
 DG3777                         *CURRENT SURVEY CONTROL
 DG3777  ___________________________________________________________________
 DG3777* NAD 83(1992)-  33 08 22.49508(N)    085 53 23.06412(W)     ADJUSTED  
 DG3777* NAVD 88     -       272.4    (meters)     894.     (feet)  GPS OBS   
 DG3777  ___________________________________________________________________
 DG3777  X           -     383,196.789 (meters)                     COMP
 DG3777  Y           -  -5,332,480.881 (meters)                     COMP
 DG3777  Z           -   3,467,064.433 (meters)                     COMP
 DG3777  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DG3777  ELLIP HEIGHT-         243.45  (meters)          (07/29/02) GPS OBS
 DG3777  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DG3777
 DG3777  HORZ ORDER  -  FIRST
 DG3777  ELLP ORDER  -  FOURTH    CLASS I
 DG3777
 DG3777.The horizontal coordinates were established by GPS observations
 DG3777.and adjusted by the National Geodetic Survey in September 1993..
 DG3777
 DG3777.The orthometric height was determined by GPS observations and a
 DG3777.high-resolution geoid model.
 DG3777
 DG3777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3777
 DG3777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3777
 DG3777.The ellipsoidal height was determined by GPS observations
 DG3777.and is referenced to NAD 83.
 DG3777
 DG3777.The geoid height was determined by GEOID03.
 DG3777
 DG3777;                    North         East     Units Scale Factor Converg.
 DG3777;SPC AL E     -   292,676.455   194,737.139   MT  0.99996034   -0 01 51.0
 DG3777;UTM  16      - 3,667,309.728   603,554.869   MT  0.99973222   +0 36 25.2
 DG3777
 DG3777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3777!SPC AL E     -   0.99996178  x   0.99996034  =   0.99992212
 DG3777!UTM  16      -   0.99996178  x   0.99973222  =   0.99969401
 DG3777
 DG3777:                Primary Azimuth Mark                     Grid Az
 DG3777:SPC AL E     -  14 15                                    176 54 47.7
 DG3777:UTM  16      -  14 15                                    176 16 31.5
 DG3777
 DG3777|---------------------------------------------------------------------|
 DG3777| PID    Reference Object                     Distance      Geod. Az  |
 DG3777|                                                           dddmmss.s |
 DG3777| DG3776 14 15                               451.568 METERS 1765256.7 |
 DG3777|---------------------------------------------------------------------|
 DG3777
 DG3777                          SUPERSEDED SURVEY CONTROL
 DG3777
 DG3777  ELLIP H (09/27/93)  243.51   (m)                       GP(       ) 4 1
 DG3777
 DG3777.Superseded values are not recommended for survey control.
 DG3777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3777.See file dsdata.txt to determine how the superseded data were derived.
 DG3777
 DG3777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0355567310(NAD 83)
 DG3777_MARKER: DD = SURVEY DISK
 DG3777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3777_SP_SET: CONCRETE POST
 DG3777_STAMPING: 14-16 1992
 DG3777_MARK LOGO: ALHD  
 DG3777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3777+STABILITY: SURFACE MOTION
 DG3777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3777+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3777
 DG3777  HISTORY     - Date     Condition        Report By
 DG3777  HISTORY     - 1992     MONUMENTED       ALHD
 DG3777
 DG3777                          STATION DESCRIPTION
 DG3777
 DG3777'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3777'THE STATION IS LOCATED IN CLAY COUNTY ON THE WEST RIGHT OF WAY OF A
 DG3777'PAVED COUNTY ROAD, ABOUT 4.15 MI (6.68 KM) SOUTHEAST OF MILLERVILLE
 DG3777'AND ABOUT 9.75 MI (15.69 KM) SOUTH-SOUTHWEST OF ASHLAND.
 DG3777'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 148 (MILE POST
 DG3777'174.85 ON ALA 9) IN MILLERVILLE, DRIVE NORTHEAST ON ALA 9 FOR 4.55 MI
 DG3777'(7.32 KM) TO MILE POST 179.40 AND CLAY COUNTY ROAD NO. 5 (NOT SIGNED)
 DG3777'ON THE RIGHT, TURN RIGHT ON CLAY COUNTY ROAD NO. 5 AND DRIVE SOUTH FOR
 DG3777'6.60 MI (10.62 KM) TO A PAVED COUNTY ROAD ON THE RIGHT AT A MT ZION
 DG3777'BAPTIST CHURCH SIGN, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 DG3777'WEST FOR 0.35 MI (0.56 KM) TO MT ZION BAPTIST CHURCH ON THE LEFT,
 DG3777'CONTINUE NORTHWEST AND THEN SOUTHWEST FOR 2.05 MI (3.30 KM) TO A
 DG3777'GRAVEL ROAD AND THE STATION ON THE RIGHT.
 DG3777'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 DG3777'OF THE PAVED COUNTY ROAD AND A GRAVEL ROAD LEADING WEST, 45.8 FT
 DG3777'(14.0 M) EAST-SOUTHEAST OF A POWER POLE, 58.0 FT (17.7 M)
 DG3777'SOUTH-SOUTHEAST OF THE CENTER OF A LOG ROAD, 77.0 FT (23.5 M) WEST OF
 DG3777'THE CENTER OF THE PAVED COUNTY ROAD, 120.0 FT (36.6 M)
 DG3777'SOUTH-SOUTHWEST OF THE CENTER THE GRAVEL ROAD, 153.6 FT (46.8 M)
 DG3777'SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 43 11 ACROSS THE
 DG3777'GRAVEL ROAD, 2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET
 DG3777'FLUSH WITH THE GROUND.
 DG3777'STATION 14-15 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3778 ***********************************************************************
 DG3778  DESIGNATION -  14 17
 DG3778  PID         -  DG3778
 DG3778  STATE/COUNTY-  AL/CLAY
 DG3778  USGS QUAD   -  NEW SITE (1969)
 DG3778
 DG3778                         *CURRENT SURVEY CONTROL
 DG3778  ___________________________________________________________________
 DG3778* NAD 83(1992)-  33 06 38.18802(N)    085 48 55.48653(W)     ADJUSTED  
 DG3778* NAVD 88     -       252.3    (meters)     828.     (feet)  GPS OBS   
 DG3778  ___________________________________________________________________
 DG3778  X           -     390,240.947 (meters)                     COMP
 DG3778  Y           -  -5,333,713.809 (meters)                     COMP
 DG3778  Z           -   3,464,362.092 (meters)                     COMP
 DG3778  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DG3778  ELLIP HEIGHT-         223.21  (meters)          (07/29/02) GPS OBS
 DG3778  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG3778
 DG3778  HORZ ORDER  -  FIRST
 DG3778  ELLP ORDER  -  FOURTH    CLASS I
 DG3778
 DG3778.The horizontal coordinates were established by GPS observations
 DG3778.and adjusted by the National Geodetic Survey in September 1993..
 DG3778
 DG3778.The orthometric height was determined by GPS observations and a
 DG3778.high-resolution geoid model.
 DG3778
 DG3778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3778
 DG3778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3778
 DG3778.The ellipsoidal height was determined by GPS observations
 DG3778.and is referenced to NAD 83.
 DG3778
 DG3778.The geoid height was determined by GEOID03.
 DG3778
 DG3778;                    North         East     Units Scale Factor Converg.
 DG3778;SPC AL E     -   289,461.879   201,672.560   MT  0.99996003   +0 00 35.2
 DG3778;UTM  16      - 3,664,173.217   610,524.109   MT  0.99975061   +0 38 49.8
 DG3778
 DG3778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3778!SPC AL E     -   0.99996496  x   0.99996003  =   0.99992499
 DG3778!UTM  16      -   0.99996496  x   0.99975061  =   0.99971558
 DG3778
 DG3778                          SUPERSEDED SURVEY CONTROL
 DG3778
 DG3778  ELLIP H (09/27/93)  223.26   (m)                       GP(       ) 4 1
 DG3778
 DG3778.Superseded values are not recommended for survey control.
 DG3778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3778.See file dsdata.txt to determine how the superseded data were derived.
 DG3778
 DG3778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1052464173(NAD 83)
 DG3778_MARKER: DD = SURVEY DISK
 DG3778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3778_SP_SET: CONCRETE POST
 DG3778_STAMPING: 14-17 1992
 DG3778_MARK LOGO: ALHD  
 DG3778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3778+STABILITY: SURFACE MOTION
 DG3778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3778+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3778
 DG3778  HISTORY     - Date     Condition        Report By
 DG3778  HISTORY     - 1992     MONUMENTED       ALHD
 DG3778
 DG3778                          STATION DESCRIPTION
 DG3778
 DG3778'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3778'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 DG3778'A PAVED COUNTY ROAD, ABOUT 8.50 MI (13.68 KM) SOUTHEAST OF
 DG3778'MILLERVILLE AND ABOUT 11.35 MI (18.27 KM) SOUTH OF ASHLAND.
 DG3778'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 148 (MILE POST
 DG3778'174.85 ON ALA 9) IN MILLERVILLE, DRIVE NORTHEAST ON ALA 9 FOR 4.55 MI
 DG3778'(7.32 KM) TO MILE POST 179.40 AND CLAY COUNTY ROAD NO. 5 (NOT SIGNED)
 DG3778'ON THE RIGHT, TURN RIGHT ON CLAY COUNTY ROAD NO. 5 AND DRIVE SOUTH FOR
 DG3778'6.60 MI (10.62 KM) TO A PAVED COUNTY ROAD ON THE LEFT NEAR A MT ZION
 DG3778'BAPTIST CHURCH SIGN, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 DG3778'EAST AND NORTHEAST FOR 2.00 MI (3.22 KM) TO A PAVED CROSS ROAD AT A
 DG3778'STOP SIGN AT BLUFF SPRINGS, TURN RIGHT ON CLAY COUNTY ROAD NO. 35
 DG3778'(NOT SIGNED) AND DRIVE SOUTHEAST FOR 2.25 MI (3.62 KM) TO A
 DG3778'Y-INTERSECTION WITH CLAY COUNTY ROAD NO. 35 (NOT SIGNED) AND A PAVED
 DG3778'COUNTY ROAD TO THE LEFT, BEAR RIGHT ON CLAY COUNTY ROAD NO. 35 AND
 DG3778'DRIVE SOUTH FOR 2.00 MI (3.22 KM) TO A PAVED COUNTY ROAD ON THE RIGHT
 DG3778'AT A WELCOME BETHEL BAPTIST CHURCH SIGN, TURN RIGHT ON THE PAVED
 DG3778'COUNTY ROAD AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO A PAVED CROSS
 DG3778'ROAD AT THE BETHEL CEMETARY, TURN LEFT ON THE PAVED COUNTY ROAD AND
 DG3778'DRIVE SOUTH FOR 0.40 MI (0.64 KM) TO THE STATION ON THE LEFT.
 DG3778'THE STATION IS 46.0 FT (14.0 M) SOUTHEAST OF THE CENTER OF THE PAVED
 DG3778'COUNTY ROAD, 67.5 FT (20.6 M) WEST-NORTHWEST OF THE NORTHWEST CORNER
 DG3778'OF A PLYWOOD PUMP HOUSE, 68.5 FT (20.9 M) NORTHWEST OF THE SOUTHWEST
 DG3778'CORNER OF A PLYWOOD PUMP HOUSE, 72.8 FT (22.2 M) NORTH-NORTHEAST OF
 DG3778'POWER POLE NO. 77 - 3, 99.0 FT (30.2 M) NORTH-NORTHEAST OF A GRAVEL
 DG3778'DRIVE WAY, 2.6 FT (0.8 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 DG3778'SET FLUSH WITH THE GROUND.
 DG3778'STATION 14-18 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3779 ***********************************************************************
 DG3779  DESIGNATION -  14 18
 DG3779  PID         -  DG3779
 DG3779  STATE/COUNTY-  AL/CLAY
 DG3779  USGS QUAD   -  NEW SITE (1969)
 DG3779
 DG3779                         *CURRENT SURVEY CONTROL
 DG3779  ___________________________________________________________________
 DG3779* NAD 83(1992)-  33 06 54.29000(N)    085 48 42.91006(W)     ADJUSTED  
 DG3779* NAVD 88     -       257.4    (meters)     844.     (feet)  GPS OBS   
 DG3779  ___________________________________________________________________
 DG3779  X           -     390,546.678 (meters)                     COMP
 DG3779  Y           -  -5,333,424.012 (meters)                     COMP
 DG3779  Z           -   3,464,780.407 (meters)                     COMP
 DG3779  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DG3779  ELLIP HEIGHT-         228.34  (meters)          (07/29/02) GPS OBS
 DG3779  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG3779
 DG3779  HORZ ORDER  -  FIRST
 DG3779  ELLP ORDER  -  FOURTH    CLASS I
 DG3779
 DG3779.The horizontal coordinates were established by GPS observations
 DG3779.and adjusted by the National Geodetic Survey in September 1993..
 DG3779
 DG3779.The orthometric height was determined by GPS observations and a
 DG3779.high-resolution geoid model.
 DG3779
 DG3779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3779
 DG3779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3779
 DG3779.The ellipsoidal height was determined by GPS observations
 DG3779.and is referenced to NAD 83.
 DG3779
 DG3779.The geoid height was determined by GEOID03.
 DG3779
 DG3779;                    North         East     Units Scale Factor Converg.
 DG3779;SPC AL E     -   289,957.980   201,998.513   MT  0.99996005   +0 00 42.1
 DG3779;UTM  16      - 3,664,672.808   610,844.456   MT  0.99975149   +0 38 56.9
 DG3779
 DG3779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3779!SPC AL E     -   0.99996415  x   0.99996005  =   0.99992420
 DG3779!UTM  16      -   0.99996415  x   0.99975149  =   0.99971565
 DG3779
 DG3779                          SUPERSEDED SURVEY CONTROL
 DG3779
 DG3779  ELLIP H (09/27/93)  228.39   (m)                       GP(       ) 4 1
 DG3779
 DG3779.Superseded values are not recommended for survey control.
 DG3779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3779.See file dsdata.txt to determine how the superseded data were derived.
 DG3779
 DG3779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1084464673(NAD 83)
 DG3779_MARKER: DD = SURVEY DISK
 DG3779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3779_SP_SET: CONCRETE POST
 DG3779_STAMPING: 14-18 1992
 DG3779_MARK LOGO: ALHD  
 DG3779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3779+STABILITY: SURFACE MOTION
 DG3779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3779+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3779
 DG3779  HISTORY     - Date     Condition        Report By
 DG3779  HISTORY     - 1992     MONUMENTED       ALHD
 DG3779
 DG3779                          STATION DESCRIPTION
 DG3779
 DG3779'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3779'THE STATION IS LOCATED IN CLAY COUNTY ON THE WEST RIGHT OF WAY OF A
 DG3779'PAVED COUNTY ROAD, ABOUT 8.40 MI (13.52 KM) SOUTHEAST OF MILLERVILLE
 DG3779'AND ABOUT 10.95 MI (17.62 KM) SOUTH OF ASHLAND.
 DG3779'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 148 (MILE POST
 DG3779'174.85 ON ALA 9) IN MILLERVILLE, DRIVE NORTHEAST ON ALA 9 FOR 4.55 MI
 DG3779'(7.32 KM) TO MILE POST 179.40 AND CLAY COUNTY ROAD NO. 5 (NOT SIGNED)
 DG3779'ON THE RIGHT, TURN RIGHT ON CLAY COUNTY ROAD NO. 5 AND DRIVE SOUTH FOR
 DG3779'6.60 MI (10.62 KM) TO A PAVED COUNTY ROAD ON THE LEFT NEAR A MT ZION
 DG3779'BAPTIST CHURCH SIGN, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 DG3779'EAST AND NORTHEAST FOR 2.00 MI (3.22 KM) TO A PAVED CROSS ROAD AT A
 DG3779'STOP SIGN AT BLUFF SPRINGS, TURN RIGHT ON CLAY COUNTY ROAD NO. 35
 DG3779'(NOT SIGNED) AND DRIVE SOUTHEAST FOR 2.25 MI (3.62 KM) TO A
 DG3779'Y-INTERSECTION WITH CLAY COUNTY ROAD NO. 35 (NOT SIGNED) AND A PAVED
 DG3779'COUNTY ROAD TO THE LEFT, BEAR RIGHT ON CLAY COUNTY ROAD NO. 35 AND
 DG3779'DRIVE SOUTH FOR 2.00 MI (3.22 KM) TO A PAVED COUNTY ROAD ON THE RIGHT
 DG3779'AT A WELCOME BETHEL BAPTIST CHURCH SIGN, TURN RIGHT ON THE PAVED
 DG3779'COUNTY ROAD AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO A PAVED CROSS
 DG3779'ROAD AT THE BETHEL CEMETARY AND THE STATION ON THE RIGHT IN THE
 DG3779'NORTHWEST QUADRANT NEAR THE SOUTHEAST CORNER OF THE CEMETARY.
 DG3779'THE STATION IS 28.5 FT (8.7 M) WEST-NORTHWEST OF THE WEST LEG OF THE
 DG3779'PAVED COUNTY ROAD LEADING NORTH, 31.0 FT (9.4 M) SOUTHEAST OF THE
 DG3779'SOUTH END OF TROY STRICKLAND TOMB STONE, 40.9 FT (12.5 M) EAST OF A
 DG3779'SIX-INCH ROUND TOP CONCRETE POST, 52.0 FT (15.8 M) NORTH OF THE
 DG3779'CENTER OF THE EAST-WEST PAVED COUNTY ROAD, 2.6 FT (0.8 M) EAST OF A
 DG3779'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3779'STATION 14-17 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3780 ***********************************************************************
 DG3780  DESIGNATION -  14 19
 DG3780  PID         -  DG3780
 DG3780  STATE/COUNTY-  AL/CLAY
 DG3780  USGS QUAD   -  DAVISTON (1969)
 DG3780
 DG3780                         *CURRENT SURVEY CONTROL
 DG3780  ___________________________________________________________________
 DG3780* NAD 83(1992)-  33 06 40.62661(N)    085 41 41.75523(W)     ADJUSTED  
 DG3780* NAVD 88     -       277.1    (meters)     909.     (feet)  GPS OBS   
 DG3780  ___________________________________________________________________
 DG3780  X           -     401,454.225 (meters)                     COMP
 DG3780  Y           -  -5,332,861.179 (meters)                     COMP
 DG3780  Z           -   3,464,438.547 (meters)                     COMP
 DG3780  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DG3780  ELLIP HEIGHT-         247.97  (meters)          (07/29/02) GPS OBS
 DG3780  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DG3780
 DG3780  HORZ ORDER  -  FIRST
 DG3780  ELLP ORDER  -  FOURTH    CLASS I
 DG3780
 DG3780.The horizontal coordinates were established by GPS observations
 DG3780.and adjusted by the National Geodetic Survey in September 1993..
 DG3780
 DG3780.The orthometric height was determined by GPS observations and a
 DG3780.high-resolution geoid model.
 DG3780
 DG3780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3780
 DG3780.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3780
 DG3780.The ellipsoidal height was determined by GPS observations
 DG3780.and is referenced to NAD 83.
 DG3780
 DG3780.The geoid height was determined by GEOID03.
 DG3780
 DG3780;                    North         East     Units Scale Factor Converg.
 DG3780;SPC AL E     -   289,545.382   212,917.275   MT  0.99996206   +0 04 32.2
 DG3780;UTM  16      - 3,664,381.762   621,765.014   MT  0.99978281   +0 42 46.8
 DG3780
 DG3780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3780!SPC AL E     -   0.99996107  x   0.99996206  =   0.99992313
 DG3780!UTM  16      -   0.99996107  x   0.99978281  =   0.99974389
 DG3780
 DG3780|---------------------------------------------------------------------|
 DG3780| PID    Reference Object                     Distance      Geod. Az  |
 DG3780|                                                           dddmmss.s |
 DG3780| DG3781 14 20                               391.133 METERS 29543     |
 DG3780|---------------------------------------------------------------------|
 DG3780
 DG3780                          SUPERSEDED SURVEY CONTROL
 DG3780
 DG3780  ELLIP H (09/27/93)  248.03   (m)                       GP(       ) 4 1
 DG3780
 DG3780.Superseded values are not recommended for survey control.
 DG3780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3780.See file dsdata.txt to determine how the superseded data were derived.
 DG3780
 DG3780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2176564382(NAD 83)
 DG3780_MARKER: DD = SURVEY DISK
 DG3780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3780_SP_SET: CONCRETE POST
 DG3780_STAMPING: 14-19 1992
 DG3780_MARK LOGO: ALHD  
 DG3780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3780+STABILITY: SURFACE MOTION
 DG3780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3780+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3780
 DG3780  HISTORY     - Date     Condition        Report By
 DG3780  HISTORY     - 1992     MONUMENTED       ALHD
 DG3780
 DG3780                          STATION DESCRIPTION
 DG3780
 DG3780'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3780'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 DG3780'A COUNTY GRAVEL ROAD, ABOUT 13.70 MI (22.05 KM) SOUTHEAST OF ASHLAND
 DG3780'AND ABOUT 14.00 MI (22.53 KM) SOUTH-SOUTHEAST OF LINEVILLE.
 DG3780'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3780'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3780'LINEVILLE, DRIVE SOUTH ON ALA 49 FOR 8.35 MI (13.44 KM) TO MILE POST
 DG3780'51.70 AND A Y-INTERSECTION WITH ALA 49 ON THE RIGHT AND ALA 77 ON THE
 DG3780'LEFT, BEAR LEFT ON ALA 77 AND DRIVE SOUTHEAST FOR 5.30 MI (8.53 KM)
 DG3780'TO MILE POST 26.95 AND CLAY COUNTY ROAD NO. 79 ON THE RIGHT, TURN
 DG3780'RIGHT ON CLAY COUNTY ROAD NO. 79 AND DRIVE SOUTH FOR 2.20 MI
 DG3780'(3.54 KM) TO A PAVED CROSS ROAD WITH A PAVED COUNTY ROAD LEFT AND
 DG3780'RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR
 DG3780'1.10 MI (1.77 KM) TO THE END OF PAVEMENT, CONTINUE SOUTHWEST ON A
 DG3780'GRAVEL ROAD FOR 0.65 MI (1.05 KM) TO A WOODS ROAD AND THE STATION ON
 DG3780'THE RIGHT.
 DG3780'THE STATION IS 18.0 FT (5.5 M) SOUTH OF THE CENTER OF THE WOODS ROAD,
 DG3780'42.0 FT (12.8 M) SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 3.8 FT
 DG3780'(1.2 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3780'GROUND.
 DG3780'STATION 14-20 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3689 ***********************************************************************
 DG3689  DESIGNATION -  14 2
 DG3689  PID         -  DG3689
 DG3689  STATE/COUNTY-  AL/CLAY
 DG3689  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG3689
 DG3689                         *CURRENT SURVEY CONTROL
 DG3689  ___________________________________________________________________
 DG3689* NAD 83(1992)-  33 26 40.88044(N)    085 51 52.82419(W)     ADJUSTED  
 DG3689* NAVD 88     -       364.2    (meters)    1195.     (feet)  VERTCON   
 DG3689  ___________________________________________________________________
 DG3689  X           -     384,195.712 (meters)                     COMP
 DG3689  Y           -  -5,313,862.301 (meters)                     COMP
 DG3689  Z           -   3,495,401.902 (meters)                     COMP
 DG3689  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 DG3689  ELLIP HEIGHT-         335.47  (meters)          (07/29/02) GPS OBS
 DG3689  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DG3689
 DG3689  HORZ ORDER  -  FIRST
 DG3689  ELLP ORDER  -  FOURTH    CLASS I
 DG3689
 DG3689.The horizontal coordinates were established by GPS observations
 DG3689.and adjusted by the National Geodetic Survey in December 1992..
 DG3689
 DG3689.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3689
 DG3689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3689
 DG3689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3689
 DG3689.The ellipsoidal height was determined by GPS observations
 DG3689.and is referenced to NAD 83.
 DG3689
 DG3689.The geoid height was determined by GEOID03.
 DG3689
 DG3689;                    North         East     Units Scale Factor Converg.
 DG3689;SPC AL E     -   326,513.445   197,086.068   MT  0.99996010   -0 01 02.2
 DG3689;UTM  16      - 3,701,163.226   605,524.989   MT  0.99973729   +0 37 32.8
 DG3689
 DG3689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3689!SPC AL E     -   0.99994734  x   0.99996010  =   0.99990744
 DG3689!UTM  16      -   0.99994734  x   0.99973729  =   0.99968464
 DG3689
 DG3689|---------------------------------------------------------------------|
 DG3689| PID    Reference Object                     Distance      Geod. Az  |
 DG3689|                                                           dddmmss.s |
 DG3689| DG3688 14 1                                388.676 METERS 31908     |
 DG3689|---------------------------------------------------------------------|
 DG3689
 DG3689                          SUPERSEDED SURVEY CONTROL
 DG3689
 DG3689  ELLIP H (12/04/92)  335.56   (m)                       GP(       ) 4 1
 DG3689  NAD 83(1986)-  33 26 40.88652(N)    085 51 52.82428(W) AD(       ) 1
 DG3689  NGVD 29 (12/04/92)  364.1    (m)         1195.     (f) GPS OBS        
 DG3689
 DG3689.Superseded values are not recommended for survey control.
 DG3689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3689.See file dsdata.txt to determine how the superseded data were derived.
 DG3689
 DG3689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0552501163(NAD 83)
 DG3689_MARKER: DD = SURVEY DISK
 DG3689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3689_SP_SET: CONCRETE POST
 DG3689_STAMPING: 14-2 1990
 DG3689_MARK LOGO: ALHD  
 DG3689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3689+STABILITY: SURFACE MOTION
 DG3689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3689+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1991
 DG3689
 DG3689  HISTORY     - Date     Condition        Report By
 DG3689  HISTORY     - 1990     MONUMENTED       ALHD
 DG3689  HISTORY     - 19910620 GOOD             ALHD
 DG3689
 DG3689                          STATION DESCRIPTION
 DG3689
 DG3689'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3689'THE STATION IS LOCATED IN CLAY COUNTY ON PROPERTY OWNED BY THE U. S.
 DG3689'FOREST SERVICE IN THE TALLADEGA NATIONAL FOREST, ABOUT 18.75 KM
 DG3689'(11.65 MI) NORTHWEST OF LINEVILLE AND ABOUT 19.39 KM (12.05 MI) NORTH
 DG3689'- NORTHWEST OF ASHLAND.
 DG3689'TO REACH THE STATION FROM THE INFORMATION BOOTH AND ENTRANCE TO CHEAHA
 DG3689'STATE PARK ON ALA 281, MILE POST 493.15 ON ALA 281, DRIVE SOUTHWEST
 DG3689'ON ALA 281 3.54 KM (2.20 MI) TO MILE POST 493.15, THE END OF ALA 281,
 DG3689'AND THE END OF PAVEMENT, CONTINUE SOUTHWEST ON U. S. FOREST SERVICE
 DG3689'ROAD NO. 600 0.40 KM (0.25 MI) TO U. S. FOREST SERVICE ROAD NO. 645
 DG3689'ON THE RIGHT, TURN RIGHT ON U. S. FOREST SERVICE ROAD NO. 645 AND
 DG3689'DRIVE NORTHWEST 1.21 KM (0.75 MI) TO A Y INTERSECTION WITH U. S.
 DG3689'FOREST SERVICE ROAD NO. 645 A ON THE LEFT AND U. S. FOREST ROAD NO.
 DG3689'645 ON THE RIGHT, BEAR RIGHT ON U. S. FOREST SERVICE ROAD NO. 645 AND
 DG3689'DRIVE NORTHWEST 1.05 KM (0.65 MI) TO THE STATION ON THE RIGHT.
 DG3689'THE STATION IS LOCATED ON THE EAST SIDE OF THE TOP OF THE HILL
 DG3689'APPROXIMATELY 85.00 M (278.87 FT) EAST OF THE CENTER OF U. S. FOREST
 DG3689'SERVICE ROAD NO. 645, 0.73 M (2.40 FT) WEST - SOUTHWEST OF A
 DG3689'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 DG3689'STATION 14 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3689
 DG3689                          STATION RECOVERY (1991)
 DG3689
 DG3689'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3689'THE STATION IS LOCATED IN CLAY COUNTY ON PROPERTY OWNED BY THE U. S.
 DG3689'FOREST SERVICE IN THE TALLADEGA NATIONAL FOREST, ABOUT 18.75 KM
 DG3689'(11.65 MI) NORTHWEST OF LINEVILLE AND ABOUT 19.39 KM (12.05 MI)
 DG3689'NORTH-NORTHWEST OF ASHLAND.
 DG3689'TO REACH THE STATION FROM THE INFORMATION BOOTH AND ENTRANCE TO CHEAHA
 DG3689'STATE PARK ON ALA 281, MILE POST 493.15 ON ALA 281, DRIVE SOUTHWEST
 DG3689'ON ALA 281 FOR 3.54 KM (2.20 MI) TO MILE POST 493.15, THE END OF ALA
 DG3689'281, AND THE END OF PAVEMENT, CONTINUE SOUTHWEST ON U. S. FOREST
 DG3689'SERVICE ROAD NO. 600 FOR 0.40 KM (0.25 MI) TO U. S. FOREST SERVICE
 DG3689'ROAD NO. 645 ON THE RIGHT, TURN RIGHT ON U. S. FOREST SERVICE ROAD
 DG3689'NO. 645 AND DRIVE NORTHWEST FOR 1.21 KM (0.75 MI) TO A Y-INTERSECTION
 DG3689'WITH U. S. FOREST SERVICE ROAD NO. 645 A ON THE LEFT AND U. S. FOREST
 DG3689'ROAD NO. 645 ON THE RIGHT, BEAR RIGHT ON U. S. FOREST SERVICE ROAD
 DG3689'NO. 645 AND DRIVE NORTHWEST FOR 1.05 KM (0.65 MI) TO THE STATION ON
 DG3689'THE RIGHT.
 DG3689'THE STATION IS LOCATED ON THE EAST SIDE OF THE TOP OF THE HILL
 DG3689'APPROXIMATELY 85.00 M (278.87 FT) EAST OF THE CENTER OF U. S. FOREST
 DG3689'SERVICE ROAD NO. 645, 0.73 M (2.40 FT) WEST-SOUTHWEST OF A CARSONITE
 DG3689'WITNESS POST AND SET FLUSH WITH THE GROUND.
 DG3689'STATION 14-1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3781 ***********************************************************************
 DG3781  DESIGNATION -  14 20
 DG3781  PID         -  DG3781
 DG3781  STATE/COUNTY-  AL/CLAY
 DG3781  USGS QUAD   -  DAVISTON (1969)
 DG3781
 DG3781                         *CURRENT SURVEY CONTROL
 DG3781  ___________________________________________________________________
 DG3781* NAD 83(1992)-  33 06 46.13403(N)    085 41 55.34822(W)     ADJUSTED  
 DG3781* NAVD 88     -       271.4    (meters)     890.     (feet)  GPS OBS   
 DG3781  ___________________________________________________________________
 DG3781  X           -     401,095.475 (meters)                     COMP
 DG3781  Y           -  -5,332,790.442 (meters)                     COMP
 DG3781  Z           -   3,464,577.559 (meters)                     COMP
 DG3781  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 DG3781  ELLIP HEIGHT-         242.28  (meters)          (07/29/02) GPS OBS
 DG3781  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3781
 DG3781  HORZ ORDER  -  FIRST
 DG3781  ELLP ORDER  -  FOURTH    CLASS I
 DG3781
 DG3781.The horizontal coordinates were established by GPS observations
 DG3781.and adjusted by the National Geodetic Survey in September 1993..
 DG3781
 DG3781.The orthometric height was determined by GPS observations and a
 DG3781.high-resolution geoid model.
 DG3781
 DG3781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3781
 DG3781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3781
 DG3781.The ellipsoidal height was determined by GPS observations
 DG3781.and is referenced to NAD 83.
 DG3781
 DG3781.The geoid height was determined by GEOID03.
 DG3781
 DG3781;                    North         East     Units Scale Factor Converg.
 DG3781;SPC AL E     -   289,714.586   212,564.652   MT  0.99996195   +0 04 24.8
 DG3781;UTM  16      - 3,664,547.003   621,410.593   MT  0.99978174   +0 42 39.5
 DG3781
 DG3781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3781!SPC AL E     -   0.99996196  x   0.99996195  =   0.99992392
 DG3781!UTM  16      -   0.99996196  x   0.99978174  =   0.99974371
 DG3781
 DG3781|---------------------------------------------------------------------|
 DG3781| PID    Reference Object                     Distance      Geod. Az  |
 DG3781|                                                           dddmmss.s |
 DG3781| DG3780 14 19                               391.133 METERS 11542     |
 DG3781|---------------------------------------------------------------------|
 DG3781
 DG3781                          SUPERSEDED SURVEY CONTROL
 DG3781
 DG3781  ELLIP H (09/27/93)  242.35   (m)                       GP(       ) 4 1
 DG3781
 DG3781.Superseded values are not recommended for survey control.
 DG3781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3781.See file dsdata.txt to determine how the superseded data were derived.
 DG3781
 DG3781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2141164547(NAD 83)
 DG3781_MARKER: DD = SURVEY DISK
 DG3781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3781_SP_SET: CONCRETE POST
 DG3781_STAMPING: 14-20 1992
 DG3781_MARK LOGO: ALHD  
 DG3781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3781+STABILITY: SURFACE MOTION
 DG3781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3781+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3781
 DG3781  HISTORY     - Date     Condition        Report By
 DG3781  HISTORY     - 1992     MONUMENTED       ALHD
 DG3781
 DG3781                          STATION DESCRIPTION
 DG3781
 DG3781'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3781'THE STATION IS LOCATED IN CLAY COUNTY ON PROPERTY OWNED BY KIMBERLY
 DG3781'CLARKE CORPORATION, ABOUT 13.50 MI (21.73 KM) SOUTHEAST OF ASHLAND
 DG3781'AND ABOUT 13.90 MI (22.37 KM) SOUTH-SOUTHEAST OF LINEVILLE.
 DG3781'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3781'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3781'LINEVILLE, DRIVE SOUTH ON ALA 49 FOR 8.35 MI (13.44 KM) TO MILE POST
 DG3781'51.70 AND A Y-INTERSECTION WITH ALA 49 ON THE RIGHT AND ALA 77 ON THE
 DG3781'LEFT, BEAR LEFT ON ALA 77 AND DRIVE SOUTHEAST FOR 5.30 MI (8.53 KM)
 DG3781'TO MILE POST 26.95 AND CLAY COUNTY ROAD NO. 79 ON THE RIGHT, TURN
 DG3781'RIGHT ON CLAY COUNTY ROAD NO. 79 AND DRIVE SOUTH FOR 2.20 MI
 DG3781'(3.54 KM) TO A PAVED CROSS ROAD WITH A PAVED COUNTY ROAD LEFT AND
 DG3781'RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR
 DG3781'1.10 MI (1.77 KM) TO THE END OF PAVEMENT, CONTINUE SOUTHWEST ON A
 DG3781'GRAVEL ROAD FOR 0.65 MI (1.05 KM) TO A WOODS ROAD ON THE RIGHT, TURN
 DG3781'RIGHT ON THE WOODS ROAD AND DRIVE WEST-NORTHWEST FOR 0.25 MI
 DG3781'(0.40 KM) TO THE TOP OF A HILL AND THE STATION ON THE RIGHT.
 DG3781'THE STATION IS LOCATED ON TOP OF A HILL, 16.0 FT (4.9 M)
 DG3781'NORTH-NORTHWEST OF THE CENTER OF THE WOODS ROAD, 4.2 FT (1.3 M) EAST
 DG3781'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH GROUND.
 DG3781'STATION 14-19 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3782 ***********************************************************************
 DG3782  DESIGNATION -  14 21
 DG3782  PID         -  DG3782
 DG3782  STATE/COUNTY-  AL/CLAY
 DG3782  USGS QUAD   -  GIBSONVILLE (1969)
 DG3782
 DG3782                         *CURRENT SURVEY CONTROL
 DG3782  ___________________________________________________________________
 DG3782* NAD 83(1992)-  33 11 16.15235(N)    085 48 46.81067(W)     ADJUSTED  
 DG3782* NAVD 88     -       252.8    (meters)     829.     (feet)  GPS OBS   
 DG3782  ___________________________________________________________________
 DG3782  X           -     390,123.431 (meters)                     COMP
 DG3782  Y           -  -5,329,027.619 (meters)                     COMP
 DG3782  Z           -   3,471,532.396 (meters)                     COMP
 DG3782  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 DG3782  ELLIP HEIGHT-         223.86  (meters)          (07/29/02) GPS OBS
 DG3782  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG3782
 DG3782  HORZ ORDER  -  FIRST
 DG3782  ELLP ORDER  -  FOURTH    CLASS I
 DG3782
 DG3782.The horizontal coordinates were established by GPS observations
 DG3782.and adjusted by the National Geodetic Survey in September 1993..
 DG3782
 DG3782.The orthometric height was determined by GPS observations and a
 DG3782.high-resolution geoid model.
 DG3782
 DG3782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3782
 DG3782.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3782
 DG3782.The ellipsoidal height was determined by GPS observations
 DG3782.and is referenced to NAD 83.
 DG3782
 DG3782.The geoid height was determined by GEOID03.
 DG3782
 DG3782;                    North         East     Units Scale Factor Converg.
 DG3782;SPC AL E     -   298,024.973   201,895.827   MT  0.99996004   +0 00 40.1
 DG3782;UTM  16      - 3,672,736.473   610,651.981   MT  0.99975096   +0 38 59.3
 DG3782
 DG3782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3782!SPC AL E     -   0.99996486  x   0.99996004  =   0.99992490
 DG3782!UTM  16      -   0.99996486  x   0.99975096  =   0.99971582
 DG3782
 DG3782:                Primary Azimuth Mark                     Grid Az
 DG3782:SPC AL E     -  14 22                                    315 07 49.8
 DG3782:UTM  16      -  14 22                                    314 29 30.6
 DG3782
 DG3782|---------------------------------------------------------------------|
 DG3782| PID    Reference Object                     Distance      Geod. Az  |
 DG3782|                                                           dddmmss.s |
 DG3782| DG3783 14 22                               446.483 METERS 3150829.9 |
 DG3782|---------------------------------------------------------------------|
 DG3782
 DG3782                          SUPERSEDED SURVEY CONTROL
 DG3782
 DG3782  ELLIP H (09/27/93)  223.93   (m)                       GP(       ) 4 1
 DG3782
 DG3782.Superseded values are not recommended for survey control.
 DG3782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3782.See file dsdata.txt to determine how the superseded data were derived.
 DG3782
 DG3782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1065272736(NAD 83)
 DG3782_MARKER: DD = SURVEY DISK
 DG3782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3782_SP_SET: CONCRETE POST
 DG3782_STAMPING: 14-21 1992
 DG3782_MARK LOGO: ALHD  
 DG3782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3782+STABILITY: SURFACE MOTION
 DG3782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3782+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3782
 DG3782  HISTORY     - Date     Condition        Report By
 DG3782  HISTORY     - 1992     MONUMENTED       ALHD
 DG3782
 DG3782                          STATION DESCRIPTION
 DG3782
 DG3782'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3782'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 DG3782'CLAY COUNTY ROAD NO. 35, ABOUT 6.00 MI (9.66 KM) SOUTH-SOUTHEAST OF
 DG3782'ASHLAND AND ABOUT 6.50 MI (10.46 KM) EAST OF MILLERVILLE.
 DG3782'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3782'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3782'LINEVILLE, DRIVE SOUTH ON ALA 49 FOR 7.65 MI (12.31 KM) TO MILE POST
 DG3782'52.40 AND A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED
 DG3782'COUNTY ROAD AND DRIVE SOUTHWEST FOR 4.10 MI (6.60 KM) TO A STOP SIGN
 DG3782'AT A T-INTERSECTION WITH CLAY COUNTY ROAD NO. 35 (NOT SIGNED), TURN
 DG3782'RIGHT ON CLAY COUNTY ROAD NO. 35 AND DRIVE NORTH FOR 0.40 MI
 DG3782'(0.64 KM) TO THE STATION ON THE RIGHT.
 DG3782'THE STATION IS 38.0 FT (11.6 M) NORTHEAST OF THE CENTERLINE OF CLAY
 DG3782'COUNTY ROAD NO. 35, 55.2 FT (16.8 M) NORTHWEST OF A POWER POLE ON TOP
 DG3782'OF A HILL, 2.7 FT (0.8 M) WEST OF THE CARSONITE WITNESS POST, AND SET
 DG3782'FLUSH WITH THE GROUND.
 DG3782'STATION 14-22 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3783 ***********************************************************************
 DG3783  DESIGNATION -  14 22
 DG3783  PID         -  DG3783
 DG3783  STATE/COUNTY-  AL/CLAY
 DG3783  USGS QUAD   -  GIBSONVILLE (1969)
 DG3783
 DG3783                         *CURRENT SURVEY CONTROL
 DG3783  ___________________________________________________________________
 DG3783* NAD 83(1992)-  33 11 26.42528(N)    085 48 58.96860(W)     ADJUSTED  
 DG3783* NAVD 88     -       254.9    (meters)     836.     (feet)  GPS OBS   
 DG3783  ___________________________________________________________________
 DG3783  X           -     389,796.811 (meters)                     COMP
 DG3783  Y           -  -5,328,879.601 (meters)                     COMP
 DG3783  Z           -   3,471,798.433 (meters)                     COMP
 DG3783  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DG3783  ELLIP HEIGHT-         226.00  (meters)          (07/29/02) GPS OBS
 DG3783  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG3783
 DG3783  HORZ ORDER  -  FIRST
 DG3783  ELLP ORDER  -  FOURTH    CLASS I
 DG3783
 DG3783.The horizontal coordinates were established by GPS observations
 DG3783.and adjusted by the National Geodetic Survey in September 1993..
 DG3783
 DG3783.The orthometric height was determined by GPS observations and a
 DG3783.high-resolution geoid model.
 DG3783
 DG3783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3783
 DG3783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3783
 DG3783.The ellipsoidal height was determined by GPS observations
 DG3783.and is referenced to NAD 83.
 DG3783
 DG3783.The geoid height was determined by GEOID03.
 DG3783
 DG3783;                    North         East     Units Scale Factor Converg.
 DG3783;SPC AL E     -   298,341.390   201,580.848   MT  0.99996003   +0 00 33.4
 DG3783;UTM  16      - 3,673,049.294   610,333.562   MT  0.99975009   +0 38 52.8
 DG3783
 DG3783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3783!SPC AL E     -   0.99996452  x   0.99996003  =   0.99992455
 DG3783!UTM  16      -   0.99996452  x   0.99975009  =   0.99971462
 DG3783
 DG3783:                Primary Azimuth Mark                     Grid Az
 DG3783:SPC AL E     -  14 21                                    135 07 49.8
 DG3783:UTM  16      -  14 21                                    134 29 30.4
 DG3783
 DG3783|---------------------------------------------------------------------|
 DG3783| PID    Reference Object                     Distance      Geod. Az  |
 DG3783|                                                           dddmmss.s |
 DG3783| DG3782 14 21                               446.483 METERS 1350823.2 |
 DG3783|---------------------------------------------------------------------|
 DG3783
 DG3783                          SUPERSEDED SURVEY CONTROL
 DG3783
 DG3783  ELLIP H (09/27/93)  226.06   (m)                       GP(       ) 4 1
 DG3783
 DG3783.Superseded values are not recommended for survey control.
 DG3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3783.See file dsdata.txt to determine how the superseded data were derived.
 DG3783
 DG3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1033473049(NAD 83)
 DG3783_MARKER: DD = SURVEY DISK
 DG3783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3783_SP_SET: CONCRETE POST
 DG3783_STAMPING: 14-22 1992
 DG3783_MARK LOGO: ALHD  
 DG3783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3783+STABILITY: SURFACE MOTION
 DG3783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3783+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3783
 DG3783  HISTORY     - Date     Condition        Report By
 DG3783  HISTORY     - 1992     MONUMENTED       ALHD
 DG3783
 DG3783                          STATION DESCRIPTION
 DG3783
 DG3783'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3783'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 DG3783'CLAY COUNTY ROAD NO. 35, ABOUT 5.80 MI (9.33 KM) SOUTH-SOUTHEAST OF
 DG3783'ASHLAND AND ABOUT 6.30 MI (10.14 KM) EAST OF MILLERVILLE.
 DG3783'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3783'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3783'LINEVILLE, DRIVE SOUTH ON ALA 49 FOR 7.65 MI (12.31 KM) TO MILE POST
 DG3783'52.40 AND A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED
 DG3783'COUNTY ROAD AND DRIVE SOUTHWEST FOR 4.10 MI (6.60 KM) TO A STOP SIGN
 DG3783'AT A T-INTERSECTION WITH CLAY COUNTY ROAD NO. 35 (NOT SIGNED), TURN
 DG3783'RIGHT ON CLAY COUNTY ROAD NO. 35 AND DRIVE NORTH FOR 0.70 MI
 DG3783'(1.13 KM) TO THE STATION ON THE LEFT.
 DG3783'THE STATION IS 4.8 FT (1.5 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO.
 DG3783'111 35, 26.0 FT (7.9 M) NORTHWEST OF THE CENTER OF A GRAVEL ROAD,
 DG3783'37.0 FT (11.3 M) SOUTHWEST OF THE CENTERLINE OF CLAY COUNTY ROAD NO.
 DG3783'35, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DG3783'WITH THE GROUND.
 DG3783'STATION 14-21 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3784 ***********************************************************************
 DG3784  DESIGNATION -  14 23
 DG3784  PID         -  DG3784
 DG3784  STATE/COUNTY-  AL/CLAY
 DG3784  USGS QUAD   -  MELLOW VALLEY (1969)
 DG3784
 DG3784                         *CURRENT SURVEY CONTROL
 DG3784  ___________________________________________________________________
 DG3784* NAD 83(1992)-  33 10 53.26206(N)    085 43 26.27349(W)     ADJUSTED  
 DG3784* NAVD 88     -       308.0    (meters)    1010.     (feet)  GPS OBS   
 DG3784  ___________________________________________________________________
 DG3784  X           -     398,436.526 (meters)                     COMP
 DG3784  Y           -  -5,328,845.821 (meters)                     COMP
 DG3784  Z           -   3,470,972.332 (meters)                     COMP
 DG3784  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 DG3784  ELLIP HEIGHT-         278.94  (meters)          (07/29/02) GPS OBS
 DG3784  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DG3784
 DG3784  HORZ ORDER  -  FIRST
 DG3784  ELLP ORDER  -  FOURTH    CLASS I
 DG3784
 DG3784.The horizontal coordinates were established by GPS observations
 DG3784.and adjusted by the National Geodetic Survey in September 1993..
 DG3784
 DG3784.The orthometric height was determined by GPS observations and a
 DG3784.high-resolution geoid model.
 DG3784
 DG3784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3784
 DG3784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3784
 DG3784.The ellipsoidal height was determined by GPS observations
 DG3784.and is referenced to NAD 83.
 DG3784
 DG3784.The geoid height was determined by GEOID03.
 DG3784
 DG3784;                    North         East     Units Scale Factor Converg.
 DG3784;SPC AL E     -   297,324.947   210,199.456   MT  0.99996128   +0 03 35.5
 DG3784;UTM  16      - 3,672,129.164   618,961.252   MT  0.99977448   +0 41 54.4
 DG3784
 DG3784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3784!SPC AL E     -   0.99995621  x   0.99996128  =   0.99991749
 DG3784!UTM  16      -   0.99995621  x   0.99977448  =   0.99973070
 DG3784
 DG3784:                Primary Azimuth Mark                     Grid Az
 DG3784:SPC AL E     -  14 24                                    329 27 06.8
 DG3784:UTM  16      -  14 24                                    328 48 47.9
 DG3784
 DG3784|---------------------------------------------------------------------|
 DG3784| PID    Reference Object                     Distance      Geod. Az  |
 DG3784|                                                           dddmmss.s |
 DG3784| DG3785 14 24                               APPROX. 0.5 KM 3293042.3 |
 DG3784|---------------------------------------------------------------------|
 DG3784
 DG3784                          SUPERSEDED SURVEY CONTROL
 DG3784
 DG3784  ELLIP H (09/27/93)  279.01   (m)                       GP(       ) 4 1
 DG3784
 DG3784.Superseded values are not recommended for survey control.
 DG3784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3784.See file dsdata.txt to determine how the superseded data were derived.
 DG3784
 DG3784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1896172129(NAD 83)
 DG3784_MARKER: DD = SURVEY DISK
 DG3784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3784_SP_SET: CONCRETE POST
 DG3784_STAMPING: 14-23 1992
 DG3784_MARK LOGO: ALHD  
 DG3784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3784+STABILITY: SURFACE MOTION
 DG3784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3784+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002
 DG3784
 DG3784  HISTORY     - Date     Condition        Report By
 DG3784  HISTORY     - 1992     MONUMENTED       ALHD
 DG3784  HISTORY     - 20020203 GOOD             JCLS
 DG3784  HISTORY     - 20020204 GOOD             JCLS
 DG3784
 DG3784                          STATION DESCRIPTION
 DG3784
 DG3784'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3784'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 DG3784'ALA 77, ABOUT 9.00 MI (14.48 KM) SOUTHEAST OF ASHLAND AND ABOUT 9.00
 DG3784'MI (14.48 KM) SOUTH-SOUTHEAST OF LINEVILLE.
 DG3784'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3784'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3784'LINEVILLE, DRIVE SOUTH ON ALA 49 FOR 8.35 MI (13.44 KM) TO MILE POST
 DG3784'51.70 AND A Y-INTERSECTION WITH ALA 49 ON THE RIGHT AND ALA 77 ON THE
 DG3784'LEFT, BEAR LEFT ON ALA 77 AND DRIVE SOUTHEAST FOR 1.90 MI (3.06 KM)
 DG3784'TO THE STATION ON THE RIGHT.
 DG3784'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE
 DG3784'FENCE ON OLD WOOD POSTS, 52.0 FT (15.8 M) SOUTHWEST OF THE CENTERLINE
 DG3784'OF ALA 77, 98.0 FT (29.9 M) SOUTHEAST OF A LARGE ANGLE POWER POLE,
 DG3784'116.7 FT (35.6 M) SOUTHEAST OF A BURIED FIBER OPTIC CABLE WARNING
 DG3784'SIGN ON AN ORANGE POST, 2.8 FT (0.9 M) NORTHEAST OF A CARSONITE
 DG3784'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3784'STATION 14-24 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3784
 DG3784                          STATION RECOVERY (2002)
 DG3784
 DG3784'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 DG3784'RECOVERED IN GOOD CONDITION.
 DG3784
 DG3784                          STATION RECOVERY (2002)
 DG3784
 DG3784'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DG3784'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3785 ***********************************************************************
 DG3785  DESIGNATION -  14 24
 DG3785  PID         -  DG3785
 DG3785  STATE/COUNTY-  AL/CLAY
 DG3785  USGS QUAD   -  MELLOW VALLEY (1969)
 DG3785
 DG3785                         *CURRENT SURVEY CONTROL
 DG3785  ___________________________________________________________________
 DG3785* NAD 83(1992)-  33 11 08.00205(N)    085 43 36.59458(W)     ADJUSTED  
 DG3785* NAVD 88     -       288.8    (meters)     948.     (feet)  GPS OBS   
 DG3785  ___________________________________________________________________
 DG3785  X           -     398,150.168 (meters)                     COMP
 DG3785  Y           -  -5,328,601.933 (meters)                     COMP
 DG3785  Z           -   3,471,341.934 (meters)                     COMP
 DG3785  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DG3785  ELLIP HEIGHT-         259.82  (meters)          (07/29/02) GPS OBS
 DG3785  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG3785
 DG3785  HORZ ORDER  -  FIRST
 DG3785  ELLP ORDER  -  FOURTH    CLASS I
 DG3785
 DG3785.The horizontal coordinates were established by GPS observations
 DG3785.and adjusted by the National Geodetic Survey in September 1993..
 DG3785
 DG3785.The orthometric height was determined by GPS observations and a
 DG3785.high-resolution geoid model.
 DG3785
 DG3785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3785
 DG3785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3785
 DG3785.The ellipsoidal height was determined by GPS observations
 DG3785.and is referenced to NAD 83.
 DG3785
 DG3785.The geoid height was determined by GEOID03.
 DG3785
 DG3785;                    North         East     Units Scale Factor Converg.
 DG3785;SPC AL E     -   297,778.759   209,931.627   MT  0.99996122   +0 03 29.9
 DG3785;UTM  16      - 3,672,579.878   618,688.433   MT  0.99977368   +0 41 49.0
 DG3785
 DG3785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3785!SPC AL E     -   0.99995921  x   0.99996122  =   0.99992043
 DG3785!UTM  16      -   0.99995921  x   0.99977368  =   0.99973290
 DG3785
 DG3785:                Primary Azimuth Mark                     Grid Az
 DG3785:SPC AL E     -  14 23                                    149 27 06.7
 DG3785:UTM  16      -  14 23                                    148 48 47.6
 DG3785
 DG3785|---------------------------------------------------------------------|
 DG3785| PID    Reference Object                     Distance      Geod. Az  |
 DG3785|                                                           dddmmss.s |
 DG3785| DG3784 14 23                               APPROX. 0.5 KM 1493036.6 |
 DG3785|---------------------------------------------------------------------|
 DG3785
 DG3785                          SUPERSEDED SURVEY CONTROL
 DG3785
 DG3785  ELLIP H (09/27/93)  259.89   (m)                       GP(       ) 4 1
 DG3785
 DG3785.Superseded values are not recommended for survey control.
 DG3785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3785.See file dsdata.txt to determine how the superseded data were derived.
 DG3785
 DG3785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1868872580(NAD 83)
 DG3785_MARKER: DD = SURVEY DISK
 DG3785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3785_SP_SET: CONCRETE POST
 DG3785_STAMPING: 14-24 1992
 DG3785_MARK LOGO: ALHD  
 DG3785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3785+STABILITY: SURFACE MOTION
 DG3785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3785+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3785
 DG3785  HISTORY     - Date     Condition        Report By
 DG3785  HISTORY     - 1992     MONUMENTED       ALHD
 DG3785
 DG3785                          STATION DESCRIPTION
 DG3785
 DG3785'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3785'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 DG3785'ALA 77, ABOUT 8.65 MI (13.92 KM) SOUTHEAST OF ASHLAND AND ABOUT 8.70
 DG3785'MI (14.00 KM) SOUTH-SOUTHEAST OF LINEVILLE.
 DG3785'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3785'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3785'LINEVILLE, DRIVE SOUTH ON ALA 49 FOR 8.35 MI (13.44 KM) TO MILE POST
 DG3785'51.70 AND A Y-INTERSECTION WITH ALA 49 ON THE RIGHT AND ALA 77 ON THE
 DG3785'LEFT, BEAR LEFT ON ALA 77 AND DRIVE SOUTHEAST FOR 1.55 MI (2.49 KM)
 DG3785'TO THE STATION ON THE LEFT.
 DG3785'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A FOUR STRAND BARBED WIRE
 DG3785'FENCE ON TREATED WOOD POSTS, 38.7 FT (11.8 M) SOUTHWEST OF AND IN
 DG3785'LINE WITH A WHITE CORINTH BAPTIST CHURCH WELCOMES YOU SIGN IN A
 DG3785'PASTURE, 49.8 FT (15.2 M) NORTHEAST OF THE CENTERLINE OF ALA 77, 68.3
 DG3785'FT (20.8 M) SOUTH-SOUTHWEST OF A SHORT ELECTRIC METER POLE IN A
 DG3785'PASTURE, 69.8 FT (21.3 M) SOUTH-SOUTHWEST OF A TRANSFORMER POWER POLE
 DG3785'IN A PASTURE, 87.5 FT (26.7 M) SOUTHEAST OF A FENCE CORNER, 125.0 FT
 DG3785'(38.1 M) SOUTHEAST OF THE CENTER OF A PAVED COUNTY ROAD LEADING
 DG3785'NORTHEAST, 2.9 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 DG3785'SET FLUSH WITH THE GROUND.
 DG3785'STATION 14-23 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3786 ***********************************************************************
 DG3786  DESIGNATION -  14 25
 DG3786  PID         -  DG3786
 DG3786  STATE/COUNTY-  AL/CLAY
 DG3786  USGS QUAD   -  LINEVILLE WEST (1980)
 DG3786
 DG3786                         *CURRENT SURVEY CONTROL
 DG3786  ___________________________________________________________________
 DG3786* NAD 83(1992)-  33 15 39.07633(N)    085 45 17.16387(W)     ADJUSTED  
 DG3786* NAVD 88     -       307.6    (meters)    1009.     (feet)  GPS OBS   
 DG3786  ___________________________________________________________________
 DG3786  X           -     395,214.473 (meters)                     COMP
 DG3786  Y           -  -5,324,247.866 (meters)                     COMP
 DG3786  Z           -   3,478,338.721 (meters)                     COMP
 DG3786  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 DG3786  ELLIP HEIGHT-         278.68  (meters)          (07/29/02) GPS OBS
 DG3786  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG3786
 DG3786  HORZ ORDER  -  FIRST
 DG3786  ELLP ORDER  -  FOURTH    CLASS I
 DG3786
 DG3786.The horizontal coordinates were established by GPS observations
 DG3786.and adjusted by the National Geodetic Survey in September 1993..
 DG3786
 DG3786.The orthometric height was determined by GPS observations and a
 DG3786.high-resolution geoid model.
 DG3786
 DG3786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3786
 DG3786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3786
 DG3786.The ellipsoidal height was determined by GPS observations
 DG3786.and is referenced to NAD 83.
 DG3786
 DG3786.The geoid height was determined by GEOID03.
 DG3786
 DG3786;                    North         East     Units Scale Factor Converg.
 DG3786;SPC AL E     -   306,127.354   207,320.234   MT  0.99996066   +0 02 35.1
 DG3786;UTM  16      - 3,680,897.226   615,984.568   MT  0.99976586   +0 40 58.9
 DG3786
 DG3786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3786!SPC AL E     -   0.99995625  x   0.99996066  =   0.99991691
 DG3786!UTM  16      -   0.99995625  x   0.99976586  =   0.99972212
 DG3786
 DG3786:                Primary Azimuth Mark                     Grid Az
 DG3786:SPC AL E     -  14 26                                    099 55 01.4
 DG3786:UTM  16      -  14 26                                    099 16 37.6
 DG3786
 DG3786|---------------------------------------------------------------------|
 DG3786| PID    Reference Object                     Distance      Geod. Az  |
 DG3786|                                                           dddmmss.s |
 DG3786| DG3787 14 26                               445.390 METERS 0995736.5 |
 DG3786|---------------------------------------------------------------------|
 DG3786
 DG3786                          SUPERSEDED SURVEY CONTROL
 DG3786
 DG3786  ELLIP H (09/27/93)  278.76   (m)                       GP(       ) 4 1
 DG3786
 DG3786.Superseded values are not recommended for survey control.
 DG3786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3786.See file dsdata.txt to determine how the superseded data were derived.
 DG3786
 DG3786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1598580897(NAD 83)
 DG3786_MARKER: DD = SURVEY DISK
 DG3786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3786_SP_SET: CONCRETE POST
 DG3786_STAMPING: 14-25 1992
 DG3786_MARK LOGO: ALHD  
 DG3786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3786+STABILITY: SURFACE MOTION
 DG3786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3786+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3786
 DG3786  HISTORY     - Date     Condition        Report By
 DG3786  HISTORY     - 1992     MONUMENTED       ALHD
 DG3786
 DG3786                          STATION DESCRIPTION
 DG3786
 DG3786'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3786'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTH RIGHT OF WAY OF A
 DG3786'PAVED COUNTY ROAD, ABOUT 3.40 MI (5.47 KM) SOUTH OF LINEVILLE AND
 DG3786'ABOUT 4.65 MI (7.48 KM) EAST-SOUTHEAST OF ASHLAND.
 DG3786'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3786'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3786'LINEVILLE, DRIVE SOUTH ON ALA 49 FOR 3.95 MI (6.36 KM) TO MILE POST
 DG3786'56.10 AND A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED
 DG3786'COUNTY ROAD AND DRIVE WEST FOR 0.25 MI (0.40 KM) TO THE STATION ON
 DG3786'THE RIGHT.
 DG3786'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH TWO
 DG3786'STRANDS OF BARBED WIRE ON CROSS TIE POSTS, 31.0 FT (9.4 M) NORTH OF
 DG3786'THE CENTER OF THE PAVED COUNTY ROAD, 83.0 FT (25.3 M) NORTH-NORTHEAST
 DG3786'OF A FENCE JUNCTION ACROSS THE ROAD, 120.6 FT (36.8 M) WEST OF THE
 DG3786'NORTH END OF A SEVENTY TWO-INCH CORREGATED METAL PIPE UNDER THE PAVED
 DG3786'COUNTY ROAD, 163.7 FT (49.9 M) EAST-NORTHEAST OF TELEPHONE CABLE
 DG3786'PEDESTAL NO. 277 2, 3.1 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST,
 DG3786'AND SET FLUSH WITH THE GROUND.
 DG3786'STATION 14-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3787 ***********************************************************************
 DG3787  DESIGNATION -  14 26
 DG3787  PID         -  DG3787
 DG3787  STATE/COUNTY-  AL/CLAY
 DG3787  USGS QUAD   -  LINEVILLE WEST (1980)
 DG3787
 DG3787                         *CURRENT SURVEY CONTROL
 DG3787  ___________________________________________________________________
 DG3787* NAD 83(1992)-  33 15 36.57550(N)    085 45 00.21527(W)     ADJUSTED  
 DG3787* NAVD 88     -       325.4    (meters)    1068.     (feet)  GPS OBS   
 DG3787  ___________________________________________________________________
 DG3787  X           -     395,656.196 (meters)                     COMP
 DG3787  Y           -  -5,324,272.366 (meters)                     COMP
 DG3787  Z           -   3,478,284.061 (meters)                     COMP
 DG3787  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 DG3787  ELLIP HEIGHT-         296.49  (meters)          (07/29/02) GPS OBS
 DG3787  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG3787
 DG3787  HORZ ORDER  -  FIRST
 DG3787  ELLP ORDER  -  FOURTH    CLASS I
 DG3787
 DG3787.The horizontal coordinates were established by GPS observations
 DG3787.and adjusted by the National Geodetic Survey in September 1993..
 DG3787
 DG3787.The orthometric height was determined by GPS observations and a
 DG3787.high-resolution geoid model.
 DG3787
 DG3787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3787
 DG3787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3787
 DG3787.The ellipsoidal height was determined by GPS observations
 DG3787.and is referenced to NAD 83.
 DG3787
 DG3787.The geoid height was determined by GEOID03.
 DG3787
 DG3787;                    North         East     Units Scale Factor Converg.
 DG3787;SPC AL E     -   306,050.651   207,758.951   MT  0.99996074   +0 02 44.4
 DG3787;UTM  16      - 3,680,825.442   616,424.029   MT  0.99976712   +0 41 08.1
 DG3787
 DG3787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3787!SPC AL E     -   0.99995345  x   0.99996074  =   0.99991420
 DG3787!UTM  16      -   0.99995345  x   0.99976712  =   0.99972059
 DG3787
 DG3787:                Primary Azimuth Mark                     Grid Az
 DG3787:SPC AL E     -  14 25                                    279 55 01.4
 DG3787:UTM  16      -  14 25                                    279 16 37.7
 DG3787
 DG3787|---------------------------------------------------------------------|
 DG3787| PID    Reference Object                     Distance      Geod. Az  |
 DG3787|                                                           dddmmss.s |
 DG3787| DG3786 14 25                               445.390 METERS 2795745.8 |
 DG3787|---------------------------------------------------------------------|
 DG3787
 DG3787                          SUPERSEDED SURVEY CONTROL
 DG3787
 DG3787  ELLIP H (09/27/93)  296.56   (m)                       GP(       ) 4 1
 DG3787
 DG3787.Superseded values are not recommended for survey control.
 DG3787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3787.See file dsdata.txt to determine how the superseded data were derived.
 DG3787
 DG3787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1642480825(NAD 83)
 DG3787_MARKER: DD = SURVEY DISK
 DG3787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3787_SP_SET: CONCRETE POST
 DG3787_STAMPING: 14-26 1992
 DG3787_MARK LOGO: ALHD  
 DG3787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3787+STABILITY: SURFACE MOTION
 DG3787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3787+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3787
 DG3787  HISTORY     - Date     Condition        Report By
 DG3787  HISTORY     - 1992     MONUMENTED       ALHD
 DG3787
 DG3787                          STATION DESCRIPTION
 DG3787
 DG3787'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3787'THE STATION IS LOCATED IN CLAY COUNTY ON THE EAST RIGHT OF WAY OF ALA
 DG3787'49, ABOUT 3.45 MI (5.55 KM) SOUTH OF LINEVILLE AND ABOUT 4.95 MI
 DG3787'(7.97 KM) EAST-SOUTHEAST OF ASHLAND.
 DG3787'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3787'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3787'LINEVILLE, DRIVE SOUTH ON ALA 49 FOR 3.95 MI (6.36 KM) TO MILE POST
 DG3787'56.10, A PAVED COUNTY ROAD ON THE RIGHT, AND THE STATION ON THE LEFT.
 DG3787'THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 DG3787'ON WHITE TOP, GREEN STEEL POSTS, 8.6 FT (2.6 M) EAST OF TELEPHONE
 DG3787'CABLE PEDESTAL NO. 1 52, 33.0 FT (10.1 M) NORTH OF A FENCE CORNER,
 DG3787'48.0 FT (14.6 M) EAST OF THE CENTERLINE OF ALA 49, 3.0 FT (0.9 M)
 DG3787'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3787'STATION 14-25 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3788 ***********************************************************************
 DG3788  DESIGNATION -  14 27
 DG3788  PID         -  DG3788
 DG3788  STATE/COUNTY-  AL/CLAY
 DG3788  USGS QUAD   -  LINEVILLE EAST (1970)
 DG3788
 DG3788                         *CURRENT SURVEY CONTROL
 DG3788  ___________________________________________________________________
 DG3788* NAD 83(1992)-  33 19 25.09701(N)    085 40 20.81096(W)     ADJUSTED  
 DG3788* NAVD 88     -       285.0    (meters)     935.     (feet)  GPS OBS   
 DG3788  ___________________________________________________________________
 DG3788  X           -     402,573.873 (meters)                     COMP
 DG3788  Y           -  -5,319,844.253 (meters)                     COMP
 DG3788  Z           -   3,484,147.077 (meters)                     COMP
 DG3788  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 DG3788  ELLIP HEIGHT-         256.12  (meters)          (07/29/02) GPS OBS
 DG3788  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG3788
 DG3788  HORZ ORDER  -  FIRST
 DG3788  ELLP ORDER  -  FOURTH    CLASS I
 DG3788
 DG3788.The horizontal coordinates were established by GPS observations
 DG3788.and adjusted by the National Geodetic Survey in September 1993..
 DG3788
 DG3788.The orthometric height was determined by GPS observations and a
 DG3788.high-resolution geoid model.
 DG3788
 DG3788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3788
 DG3788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3788
 DG3788.The ellipsoidal height was determined by GPS observations
 DG3788.and is referenced to NAD 83.
 DG3788
 DG3788.The geoid height was determined by GEOID03.
 DG3788
 DG3788;                    North         East     Units Scale Factor Converg.
 DG3788;SPC AL E     -   313,099.177   214,979.576   MT  0.99996277   +0 05 18.2
 DG3788;UTM  16      - 3,687,952.928   623,564.099   MT  0.99978824   +0 43 45.9
 DG3788
 DG3788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3788!SPC AL E     -   0.99995979  x   0.99996277  =   0.99992256
 DG3788!UTM  16      -   0.99995979  x   0.99978824  =   0.99974804
 DG3788
 DG3788:                Primary Azimuth Mark                     Grid Az
 DG3788:SPC AL E     -  14 28                                    071 43 53.0
 DG3788:UTM  16      -  14 28                                    071 05 25.3
 DG3788
 DG3788|---------------------------------------------------------------------|
 DG3788| PID    Reference Object                     Distance      Geod. Az  |
 DG3788|                                                           dddmmss.s |
 DG3788| DG3789 14 28                               416.152 METERS 0714911.2 |
 DG3788|---------------------------------------------------------------------|
 DG3788
 DG3788                          SUPERSEDED SURVEY CONTROL
 DG3788
 DG3788  ELLIP H (09/27/93)  256.21   (m)                       GP(       ) 4 1
 DG3788
 DG3788.Superseded values are not recommended for survey control.
 DG3788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3788.See file dsdata.txt to determine how the superseded data were derived.
 DG3788
 DG3788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2356487953(NAD 83)
 DG3788_MARKER: DD = SURVEY DISK
 DG3788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3788_SP_SET: CONCRETE POST
 DG3788_STAMPING: 14-27 1992
 DG3788_MARK LOGO: ALHD  
 DG3788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3788+STABILITY: SURFACE MOTION
 DG3788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3788+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3788
 DG3788  HISTORY     - Date     Condition        Report By
 DG3788  HISTORY     - 1992     MONUMENTED       ALHD
 DG3788
 DG3788                          STATION DESCRIPTION
 DG3788
 DG3788'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3788'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTH RIGHT OF WAY OF A
 DG3788'PAVED COUNTY ROAD, ABOUT 4.75 MI (7.64 KM) EAST-NORTHEAST OF
 DG3788'LINEVILLE AND ABOUT 8.10 MI (13.04 KM) SOUTH-SOUTHEAST OF DELTA.
 DG3788'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 48 (MILE POST
 DG3788'0 ON ALA 48 AND MILE POST 189.60 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3788'LINEVILLE, DRIVE EAST ON ALA 48 FOR 1.45 MI (2.33 KM) TO MILE POST
 DG3788'1.45 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED
 DG3788'COUNTY ROAD AND DRIVE NORTHEAST AND EAST FOR 3.05 MI (4.91 KM) TO THE
 DG3788'STATION ON THE RIGHT.
 DG3788'THE STATION IS 3.0 FT (0.9 M) NORTH OF A TWO STRAND ELECTRIC FENCE,
 DG3788'33.5 FT (10.2 M) SOUTH OF THE CENTER OF THE PAVED COUNTY ROAD, 65.6
 DG3788'FT (20.0 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CATCH PEN,
 DG3788'70.5 FT (21.5 M) SOUTH-SOUTHWEST OF A FENCE JUNCTION ACROSS THE ROAD,
 DG3788'109.0 FT (33.2 M) EAST-NORTHEAST OF AN EIGHTEEN-INCH CEDAR TREE,
 DG3788'128.4 FT (39.1 M) EAST OF A POWER POLE, 3.2 FT (1.0 M) NORTH OF A
 DG3788'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3788'STATION 14-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3789 ***********************************************************************
 DG3789  DESIGNATION -  14 28
 DG3789  PID         -  DG3789
 DG3789  STATE/COUNTY-  AL/CLAY
 DG3789  USGS QUAD   -  LINEVILLE EAST (1970)
 DG3789
 DG3789                         *CURRENT SURVEY CONTROL
 DG3789  ___________________________________________________________________
 DG3789* NAD 83(1992)-  33 19 29.31126(N)    085 40 05.52397(W)     ADJUSTED  
 DG3789* NAVD 88     -       297.8    (meters)     977.     (feet)  GPS OBS   
 DG3789  ___________________________________________________________________
 DG3789  X           -     402,963.564 (meters)                     COMP
 DG3789  Y           -  -5,319,753.949 (meters)                     COMP
 DG3789  Z           -   3,484,262.605 (meters)                     COMP
 DG3789  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 DG3789  ELLIP HEIGHT-         268.93  (meters)          (07/29/02) GPS OBS
 DG3789  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG3789
 DG3789  HORZ ORDER  -  FIRST
 DG3789  ELLP ORDER  -  FOURTH    CLASS I
 DG3789
 DG3789.The horizontal coordinates were established by GPS observations
 DG3789.and adjusted by the National Geodetic Survey in September 1993..
 DG3789
 DG3789.The orthometric height was determined by GPS observations and a
 DG3789.high-resolution geoid model.
 DG3789
 DG3789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3789
 DG3789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3789
 DG3789.The ellipsoidal height was determined by GPS observations
 DG3789.and is referenced to NAD 83.
 DG3789
 DG3789.The geoid height was determined by GEOID03.
 DG3789
 DG3789;                    North         East     Units Scale Factor Converg.
 DG3789;SPC AL E     -   313,229.624   215,374.738   MT  0.99996291   +0 05 26.6
 DG3789;UTM  16      - 3,688,087.764   623,957.709   MT  0.99978944   +0 43 54.3
 DG3789
 DG3789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3789!SPC AL E     -   0.99995778  x   0.99996291  =   0.99992069
 DG3789!UTM  16      -   0.99995778  x   0.99978944  =   0.99974723
 DG3789
 DG3789:                Primary Azimuth Mark                     Grid Az
 DG3789:SPC AL E     -  14 27                                    251 43 53.0
 DG3789:UTM  16      -  14 27                                    251 05 25.3
 DG3789
 DG3789|---------------------------------------------------------------------|
 DG3789| PID    Reference Object                     Distance      Geod. Az  |
 DG3789|                                                           dddmmss.s |
 DG3789| DG3788 14 27                               416.152 METERS 2514919.6 |
 DG3789|---------------------------------------------------------------------|
 DG3789
 DG3789                          SUPERSEDED SURVEY CONTROL
 DG3789
 DG3789  ELLIP H (09/27/93)  269.02   (m)                       GP(       ) 4 1
 DG3789
 DG3789.Superseded values are not recommended for survey control.
 DG3789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3789.See file dsdata.txt to determine how the superseded data were derived.
 DG3789
 DG3789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2395888088(NAD 83)
 DG3789_MARKER: DD = SURVEY DISK
 DG3789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3789_SP_SET: CONCRETE POST
 DG3789_STAMPING: 14-28 1992
 DG3789_MARK LOGO: ALHD  
 DG3789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3789+STABILITY: SURFACE MOTION
 DG3789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3789+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3789
 DG3789  HISTORY     - Date     Condition        Report By
 DG3789  HISTORY     - 1992     MONUMENTED       ALHD
 DG3789
 DG3789                          STATION DESCRIPTION
 DG3789
 DG3789'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3789'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTH RIGHT OF WAY OF A
 DG3789'PAVED COUNTY ROAD, ABOUT 5.00 MI (8.05 KM) EAST-NORTHEAST OF
 DG3789'LINEVILLE AND ABOUT 8.00 MI (12.87 KM) SOUTH-SOUTHEAST OF DELTA.
 DG3789'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 48 (MILE POST
 DG3789'0 ON ALA 48 AND MILE POST 189.60 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3789'LINEVILLE, DRIVE EAST ON ALA 48 FOR 1.45 MI (2.33 KM) TO MILE POST
 DG3789'1.45 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED
 DG3789'COUNTY ROAD AND DRIVE NORTHEAST AND EAST FOR 3.30 MI (5.31 KM) TO THE
 DG3789'STATION ON THE LEFT.
 DG3789'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 DG3789'ON RUSTY STEEL POSTS, 40.0 FT (12.2 M) NORTH OF THE CENTER OF THE
 DG3789'PAVED COUNTY ROAD, 134.5 FT (41.0 M) EAST-NORTHEAST OF A TWIN TRUNK
 DG3789'TWELVE-INCH PINE TREE, 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS
 DG3789'POST, AND SET FLUSH WITH THE GROUND.
 DG3789'STATION 14-27 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3790 ***********************************************************************
 DG3790  DESIGNATION -  14 29
 DG3790  PID         -  DG3790
 DG3790  STATE/COUNTY-  AL/CLAY
 DG3790  USGS QUAD   -  LINEVILLE WEST (1980)
 DG3790
 DG3790                         *CURRENT SURVEY CONTROL
 DG3790  ___________________________________________________________________
 DG3790* NAD 83(1992)-  33 20 51.19685(N)    085 45 08.40981(W)     ADJUSTED  
 DG3790* NAVD 88     -       322.9    (meters)    1059.     (feet)  GPS OBS   
 DG3790  ___________________________________________________________________
 DG3790  X           -     395,050.305 (meters)                     COMP
 DG3790  Y           -  -5,318,978.308 (meters)                     COMP
 DG3790  Z           -   3,486,384.232 (meters)                     COMP
 DG3790  LAPLACE CORR-          -1.40  (seconds)                    DEFLEC99
 DG3790  ELLIP HEIGHT-         294.15  (meters)          (07/29/02) GPS OBS
 DG3790  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG3790
 DG3790  HORZ ORDER  -  FIRST
 DG3790  ELLP ORDER  -  FOURTH    CLASS I
 DG3790
 DG3790.The horizontal coordinates were established by GPS observations
 DG3790.and adjusted by the National Geodetic Survey in September 1993..
 DG3790
 DG3790.The orthometric height was determined by GPS observations and a
 DG3790.high-resolution geoid model.
 DG3790
 DG3790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3790
 DG3790.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3790
 DG3790.The ellipsoidal height was determined by GPS observations
 DG3790.and is referenced to NAD 83.
 DG3790
 DG3790.The geoid height was determined by GEOID03.
 DG3790
 DG3790;                    North         East     Units Scale Factor Converg.
 DG3790;SPC AL E     -   315,743.049   207,539.338   MT  0.99996070   +0 02 40.3
 DG3790;UTM  16      - 3,690,512.898   616,096.118   MT  0.99976617   +0 41 09.4
 DG3790
 DG3790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3790!SPC AL E     -   0.99995382  x   0.99996070  =   0.99991452
 DG3790!UTM  16      -   0.99995382  x   0.99976617  =   0.99972000
 DG3790
 DG3790:                Primary Azimuth Mark                     Grid Az
 DG3790:SPC AL E     -  14 30                                    337 52 42.7
 DG3790:UTM  16      -  14 30                                    337 14 13.6
 DG3790
 DG3790|---------------------------------------------------------------------|
 DG3790| PID    Reference Object                     Distance      Geod. Az  |
 DG3790|                                                           dddmmss.s |
 DG3790| DG3791 14 30                               APPROX. 0.6 KM 3375523.0 |
 DG3790|---------------------------------------------------------------------|
 DG3790
 DG3790                          SUPERSEDED SURVEY CONTROL
 DG3790
 DG3790  ELLIP H (09/27/93)  294.24   (m)                       GP(       ) 4 1
 DG3790
 DG3790.Superseded values are not recommended for survey control.
 DG3790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3790.See file dsdata.txt to determine how the superseded data were derived.
 DG3790
 DG3790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1609690513(NAD 83)
 DG3790_MARKER: DD = SURVEY DISK
 DG3790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3790_SP_SET: CONCRETE POST
 DG3790_STAMPING: 14-29 1992
 DG3790_MARK LOGO: ALHD  
 DG3790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3790+STABILITY: SURFACE MOTION
 DG3790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3790+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3790
 DG3790  HISTORY     - Date     Condition        Report By
 DG3790  HISTORY     - 1992     MONUMENTED       ALHD
 DG3790
 DG3790                          STATION DESCRIPTION
 DG3790
 DG3790'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3790'THE STATION IS LOCATED IN CLAY COUNTY ON THE EAST RIGHT OF WAY OF ALA
 DG3790'49, ABOUT 2.50 MI (4.02 KM) NORTH OF LINEVILLE AND ABOUT 6.90 MI
 DG3790'(11.10 KM) NORTHEAST OF ASHLAND.
 DG3790'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3790'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3790'LINEVILLE, DRIVE NORTH ON ALA 49 FOR 2.75 MI (4.43 KM) TO MILE POST
 DG3790'62.80 AND THE STATION ON THE RIGHT.
 DG3790'THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 DG3790'ON RUSTY STEEL POSTS, 37.6 FT (11.5 M) EAST OF THE CENTERLINE OF ALA
 DG3790'49, 90.3 FT (27.5 M) NORTH-NORTHWEST OF THE NORTH ONE OF TWO
 DG3790'CONNECTED WOOD POSTS IN THE FENCE LINE, 155.6 FT (47.4 M) NORTH OF A
 DG3790'JUNCTION POWER POLE, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST,
 DG3790'AND SET FLUSH WITH THE GROUND.
 DG3790'STATION 14-30 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2840 ***********************************************************************
 DH2840  DESIGNATION -  14 3
 DH2840  PID         -  DH2840
 DH2840  STATE/COUNTY-  AL/CLAY
 DH2840  USGS QUAD   -  BULLS GAP (1987)
 DH2840
 DH2840                         *CURRENT SURVEY CONTROL
 DH2840  ___________________________________________________________________
 DH2840* NAD 83(1992)-  33 11 27.59545(N)    086 02 56.53944(W)     ADJUSTED  
 DH2840* NAVD 88     -       251.0    (meters)     823.     (feet)  VERTCON   
 DH2840  ___________________________________________________________________
 DH2840  X           -     368,153.314 (meters)                     COMP
 DH2840  Y           -  -5,330,395.549 (meters)                     COMP
 DH2840  Z           -   3,471,826.468 (meters)                     COMP
 DH2840  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DH2840  ELLIP HEIGHT-         222.10  (meters)          (07/29/02) GPS OBS
 DH2840  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DH2840
 DH2840  HORZ ORDER  -  FIRST
 DH2840  ELLP ORDER  -  FOURTH    CLASS I
 DH2840
 DH2840.The horizontal coordinates were established by GPS observations
 DH2840.and adjusted by the National Geodetic Survey in December 1992..
 DH2840
 DH2840.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2840
 DH2840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2840
 DH2840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2840
 DH2840.The ellipsoidal height was determined by GPS observations
 DH2840.and is referenced to NAD 83.
 DH2840
 DH2840.The geoid height was determined by GEOID03.
 DH2840
 DH2840;                    North         East     Units Scale Factor Converg.
 DH2840;SPC AL E     -   298,398.038   179,885.968   MT  0.99996499   -0 07 05.1
 DH2840;UTM  16      - 3,672,864.139   588,644.584   MT  0.99969688   +0 31 14.2
 DH2840
 DH2840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2840!SPC AL E     -   0.99996513  x   0.99996499  =   0.99993012
 DH2840!UTM  16      -   0.99996513  x   0.99969688  =   0.99966202
 DH2840
 DH2840                          SUPERSEDED SURVEY CONTROL
 DH2840
 DH2840  ELLIP H (12/04/92)  222.16   (m)                       GP(       ) 4 1
 DH2840  NAD 83(1986)-  33 11 27.60256(N)    086 02 56.54064(W) AD(       ) 1
 DH2840  NGVD 29 (12/04/92)  250.9    (m)          823.     (f) GPS OBS        
 DH2840
 DH2840.Superseded values are not recommended for survey control.
 DH2840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2840.See file dsdata.txt to determine how the superseded data were derived.
 DH2840
 DH2840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8864572864(NAD 83)
 DH2840_MARKER: DD = SURVEY DISK
 DH2840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2840_SP_SET: CONCRETE POST
 DH2840_STAMPING: 14-3 1991
 DH2840_MARK LOGO: ALHD  
 DH2840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2840+STABILITY: SURFACE MOTION
 DH2840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2840+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2840
 DH2840  HISTORY     - Date     Condition        Report By
 DH2840  HISTORY     - 1991     MONUMENTED       ALHD
 DH2840
 DH2840                          STATION DESCRIPTION
 DH2840
 DH2840'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2840'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTH RIGHT OF WAY OF ALA
 DH2840'148, ABOUT 11.8 MI (19.0 KM) EAST OF SYLACAUGA AND ABOUT 13.6 MI
 DH2840'(21.9 KM) WEST-SOUTHWEST OF ASHLAND.
 DH2840'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 148 (MILE
 DH2840'POST 0 ON ALA 148) AT THE CORNER OF NORTH BROADWAY AND EAST THIRD
 DH2840'STREET IN SYLACAUGA AT THE MUNICIPAL COMPLEX, DRIVE EAST ON ALA 148
 DH2840'FOR 12.50 MI (20.12 KM) TO MILE POST 12.50, CLAY COUNTY ROAD NO. 7
 DH2840'LEFT AND RIGHT AND THE STATION ON THE LEFT IN THE NORTHWEST QUADRANT
 DH2840'OF THE INTERSECTION.
 DH2840'THE STATION IS 26.5 FT (8.1 M) NORTH-NORTHWEST OF THE NORTH EDGE OF A
 DH2840'CONCRETE DITCH FLUME, 44.0 FT (13.4 M) NORTH-NORTHEAST OF AN ALA 148
 DH2840'WEST SIGN, 54.0 FT (16.5 M) NORTH-NORTHWEST OF THE CENTERLINE OF ALA
 DH2840'148, 112.5 FT (34.3 M) WEST OF THE CENTER OF THE INTERSECTION OF ALA
 DH2840'148 AND CLAY COUNTY ROAD NO. 7, 2.5 FT (0.8 M) SOUTH OF A CARSONITE
 DH2840'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2840'STATION 14-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3791 ***********************************************************************
 DG3791  DESIGNATION -  14 30
 DG3791  PID         -  DG3791
 DG3791  STATE/COUNTY-  AL/CLAY
 DG3791  USGS QUAD   -  LINEVILLE WEST (1980)
 DG3791
 DG3791                         *CURRENT SURVEY CONTROL
 DG3791  ___________________________________________________________________
 DG3791* NAD 83(1992)-  33 21 09.29768(N)    085 45 17.15774(W)     ADJUSTED  
 DG3791* NAVD 88     -       336.3    (meters)    1103.     (feet)  GPS OBS   
 DG3791  ___________________________________________________________________
 DG3791  X           -     394,802.853 (meters)                     COMP
 DG3791  Y           -  -5,318,700.464 (meters)                     COMP
 DG3791  Z           -   3,486,857.444 (meters)                     COMP
 DG3791  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 DG3791  ELLIP HEIGHT-         307.54  (meters)          (07/29/02) GPS OBS
 DG3791  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3791
 DG3791  HORZ ORDER  -  FIRST
 DG3791  ELLP ORDER  -  FOURTH    CLASS I
 DG3791
 DG3791.The horizontal coordinates were established by GPS observations
 DG3791.and adjusted by the National Geodetic Survey in September 1993..
 DG3791
 DG3791.The orthometric height was determined by GPS observations and a
 DG3791.high-resolution geoid model.
 DG3791
 DG3791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3791
 DG3791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3791
 DG3791.The ellipsoidal height was determined by GPS observations
 DG3791.and is referenced to NAD 83.
 DG3791
 DG3791.The geoid height was determined by GEOID03.
 DG3791
 DG3791;                    North         East     Units Scale Factor Converg.
 DG3791;SPC AL E     -   316,300.514   207,312.732   MT  0.99996066   +0 02 35.5
 DG3791;UTM  16      - 3,691,067.683   615,863.330   MT  0.99976551   +0 41 04.9
 DG3791
 DG3791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3791!SPC AL E     -   0.99995172  x   0.99996066  =   0.99991238
 DG3791!UTM  16      -   0.99995172  x   0.99976551  =   0.99971724
 DG3791
 DG3791:                Primary Azimuth Mark                     Grid Az
 DG3791:SPC AL E     -  14 29                                    157 52 42.7
 DG3791:UTM  16      -  14 29                                    157 14 13.3
 DG3791
 DG3791|---------------------------------------------------------------------|
 DG3791| PID    Reference Object                     Distance      Geod. Az  |
 DG3791|                                                           dddmmss.s |
 DG3791| DG3790 14 29                               APPROX. 0.6 KM 1575518.2 |
 DG3791|---------------------------------------------------------------------|
 DG3791
 DG3791                          SUPERSEDED SURVEY CONTROL
 DG3791
 DG3791  ELLIP H (09/27/93)  307.63   (m)                       GP(       ) 4 1
 DG3791
 DG3791.Superseded values are not recommended for survey control.
 DG3791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3791.See file dsdata.txt to determine how the superseded data were derived.
 DG3791
 DG3791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1586391068(NAD 83)
 DG3791_MARKER: DD = SURVEY DISK
 DG3791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3791_SP_SET: CONCRETE POST
 DG3791_STAMPING: 14-30 1992
 DG3791_MARK LOGO: ALHD  
 DG3791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3791+STABILITY: SURFACE MOTION
 DG3791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3791+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3791
 DG3791  HISTORY     - Date     Condition        Report By
 DG3791  HISTORY     - 1992     MONUMENTED       ALHD
 DG3791
 DG3791                          STATION DESCRIPTION
 DG3791
 DG3791'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3791'THE STATION IS LOCATED IN CLAY COUNTY ON THE WEST RIGHT OF WAY OF ALA
 DG3791'49, ABOUT 2.85 MI (4.59 KM) NORTH OF LINEVILLE AND ABOUT 7.10 MI
 DG3791'(11.43 KM) NORTHEAST OF ASHLAND.
 DG3791'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3791'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3791'LINEVILLE, DRIVE NORTH ON ALA 49 FOR 3.10 MI (4.99 KM) TO MILE POST
 DG3791'63.15 AND THE STATION ON THE LEFT.
 DG3791'THE STATION IS LOCATED ACROSS ALA 49 FROM BELLVIEW BAPTIST CHURCH AND
 DG3791'CEMETARY, 3.0 FT (0.9 M) EAST-NORTHEAST OF AN UNPAINTED BOARD FENCE,
 DG3791'35.5 FT (10.8 M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 2
 DG3791'56, 37.2 FT (11.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF ALA 49, 38.3
 DG3791'FT (11.7 M) SOUTH-SOUTHEAST OF A CONCRETE RIGHT OF WAY MARKER, 43.2
 DG3791'FT (13.2 M) NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE UNPAINTED
 DG3791'BOARD FENCE, 51.3 FT (15.6 M) SOUTH-SOUTHEAST OF A POWER POLE, 55.0
 DG3791'FT (16.8 M) NORTH-NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.8
 DG3791'FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3791'GROUND.
 DG3791'STATION 14-29 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3792 ***********************************************************************
 DG3792  DESIGNATION -  14 31
 DG3792  PID         -  DG3792
 DG3792  STATE/COUNTY-  AL/CLAY
 DG3792  USGS QUAD   -  DELTA (1983)
 DG3792
 DG3792                         *CURRENT SURVEY CONTROL
 DG3792  ___________________________________________________________________
 DG3792* NAD 83(1992)-  33 28 23.12100(N)    085 41 43.47322(W)     ADJUSTED  
 DG3792* NAVD 88     -       279.7    (meters)     918.     (feet)  GPS OBS   
 DG3792  ___________________________________________________________________
 DG3792  X           -     399,756.668 (meters)                     COMP
 DG3792  Y           -  -5,310,902.015 (meters)                     COMP
 DG3792  Z           -   3,497,983.408 (meters)                     COMP
 DG3792  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DG3792  ELLIP HEIGHT-         251.04  (meters)          (07/29/02) GPS OBS
 DG3792  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DG3792
 DG3792  HORZ ORDER  -  FIRST
 DG3792  ELLP ORDER  -  FOURTH    CLASS I
 DG3792
 DG3792.The horizontal coordinates were established by GPS observations
 DG3792.and adjusted by the National Geodetic Survey in September 1993..
 DG3792
 DG3792.The orthometric height was determined by GPS observations and a
 DG3792.high-resolution geoid model.
 DG3792
 DG3792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3792
 DG3792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3792
 DG3792.The ellipsoidal height was determined by GPS observations
 DG3792.and is referenced to NAD 83.
 DG3792
 DG3792.The geoid height was determined by GEOID03.
 DG3792
 DG3792;                    North         East     Units Scale Factor Converg.
 DG3792;SPC AL E     -   329,671.327   212,819.715   MT  0.99996203   +0 04 33.9
 DG3792;UTM  16      - 3,704,496.884   621,219.020   MT  0.99978116   +0 43 10.7
 DG3792
 DG3792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3792!SPC AL E     -   0.99996059  x   0.99996203  =   0.99992262
 DG3792!UTM  16      -   0.99996059  x   0.99978116  =   0.99974176
 DG3792
 DG3792                          SUPERSEDED SURVEY CONTROL
 DG3792
 DG3792  ELLIP H (09/27/93)  251.13   (m)                       GP(       ) 4 1
 DG3792
 DG3792.Superseded values are not recommended for survey control.
 DG3792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3792.See file dsdata.txt to determine how the superseded data were derived.
 DG3792
 DG3792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2121904497(NAD 83)
 DG3792_MARKER: DD = SURVEY DISK
 DG3792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3792_SP_SET: CONCRETE POST
 DG3792_STAMPING: 14-31 1992
 DG3792_MARK LOGO: ALHD  
 DG3792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3792+STABILITY: SURFACE MOTION
 DG3792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3792+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3792
 DG3792  HISTORY     - Date     Condition        Report By
 DG3792  HISTORY     - 1992     MONUMENTED       ALHD
 DG3792
 DG3792                          STATION DESCRIPTION
 DG3792
 DG3792'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3792'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 DG3792'ALA 9, ABOUT 2.30 MI (3.70 KM) NORTH OF DELTA AND ABOUT 4.75 MI
 DG3792'(7.64 KM) SOUTHWEST OF HOLLIS CROSSROADS.
 DG3792'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 48 (MILE POST
 DG3792'189.60 ON ALA 9 AND MILE POST 0 ON ALA 48) AT A TRAFFIC LIGHT IN
 DG3792'LINEVILLE, DRIVE NORTHEAST ON ALA 9 FOR 12.25 MI (19.71 KM) TO MILE
 DG3792'POST 201.85 AND THE STATION ON THE RIGHT.
 DG3792'THE STATION IS 39.5 FT (12.0 M) SOUTHEAST OF THE CENTERLINE OF ALA 9,
 DG3792'65.5 FT (20.0 M) SOUTHWEST OF TELEPHONE CABLE POLE NO. 2 / 68, 93.0
 DG3792'FT (28.3 M) EAST-SOUTHEAST OF A POWER POLE ACROSS ALA 9, 128.1 FT
 DG3792'(39.0 M) NORTHEAST OF TELEPHONE CABLE POLE NO. 2 / 67, 20.4 FT
 DG3792'(6.2 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3792'GROUND.
 DG3792'STATION 14-32 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3793 ***********************************************************************
 DG3793  DESIGNATION -  14 32
 DG3793  PID         -  DG3793
 DG3793  STATE/COUNTY-  AL/CLAY
 DG3793  USGS QUAD   -  DELTA (1983)
 DG3793
 DG3793                         *CURRENT SURVEY CONTROL
 DG3793  ___________________________________________________________________
 DG3793* NAD 83(1992)-  33 28 50.11654(N)    085 41 17.95694(W)     ADJUSTED  
 DG3793* NAVD 88     -       275.7    (meters)     905.     (feet)  GPS OBS   
 DG3793  ___________________________________________________________________
 DG3793  X           -     400,378.913 (meters)                     COMP
 DG3793  Y           -  -5,310,391.688 (meters)                     COMP
 DG3793  Z           -   3,498,674.954 (meters)                     COMP
 DG3793  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DG3793  ELLIP HEIGHT-         247.02  (meters)          (08/29/05) GPS OBS
 DG3793  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DG3793
 DG3793  HORZ ORDER  -  A
 DG3793  ELLP ORDER  -  FOURTH    CLASS I
 DG3793
 DG3793.The horizontal coordinates were established by GPS observations
 DG3793.and adjusted by the National Geodetic Survey in August 2005..
 DG3793
 DG3793.The orthometric height was determined by GPS observations and a
 DG3793.high-resolution geoid model.
 DG3793
 DG3793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3793
 DG3793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3793
 DG3793.The ellipsoidal height was determined by GPS observations
 DG3793.and is referenced to NAD 83.
 DG3793
 DG3793.The geoid height was determined by GEOID03.
 DG3793
 DG3793;                    North         East     Units Scale Factor Converg.
 DG3793;SPC AL E     -   330,503.901   213,477.354   MT  0.99996224   +0 04 48.0
 DG3793;UTM  16      - 3,705,336.643   621,867.148   MT  0.99978310   +0 43 25.3
 DG3793
 DG3793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3793!SPC AL E     -   0.99996122  x   0.99996224  =   0.99992346
 DG3793!UTM  16      -   0.99996122  x   0.99978310  =   0.99974433
 DG3793
 DG3793                          SUPERSEDED SURVEY CONTROL
 DG3793
 DG3793  ELLIP H (07/29/02)  246.89   (m)                       GP(       ) 4 1
 DG3793  NAD 83(1992)-  33 28 50.11590(N)    085 41 17.95782(W) AD(       ) 1
 DG3793  ELLIP H (09/27/93)  246.99   (m)                       GP(       ) 4 1
 DG3793
 DG3793.Superseded values are not recommended for survey control.
 DG3793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3793.See file dsdata.txt to determine how the superseded data were derived.
 DG3793
 DG3793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2186705337(NAD 83)
 DG3793_MARKER: DD = SURVEY DISK
 DG3793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3793_SP_SET: CONCRETE POST
 DG3793_STAMPING: 14-32 1992
 DG3793_MARK LOGO: ALHD  
 DG3793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3793+STABILITY: SURFACE MOTION
 DG3793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3793+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 DG3793
 DG3793  HISTORY     - Date     Condition        Report By
 DG3793  HISTORY     - 1992     MONUMENTED       ALHD
 DG3793  HISTORY     - 20040412 GOOD             ALHD
 DG3793  HISTORY     - 20040624 GOOD             MAPTEC
 DG3793
 DG3793                          STATION DESCRIPTION
 DG3793
 DG3793'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3793'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 DG3793'ALA 9, ABOUT 2.90 MI (4.67 KM) NORTH OF DELTA AND ABOUT 4.00 MI
 DG3793'(6.44 KM) SOUTHWEST OF HOLLIS CROSSROADS.
 DG3793'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 48 (MILE POST
 DG3793'189.60 ON ALA 9 AND MILE POST 0 ON ALA 48) AT A TRAFFIC LIGHT IN
 DG3793'LINEVILLE, DRIVE NORTHEAST ON ALA 9 FOR 12.95 MI (20.84 KM) TO MILE
 DG3793'POST 202.55 AND THE STATION ON THE LEFT.
 DG3793'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A HOG WIRE FENCE WITH TWO
 DG3793'STRANDS OF BARBED WIRE ON TREATED WOOD AND STEEL POSTS, 18.4 FT
 DG3793'(5.6 M) SOUTH-SOUTHWEST OF A CROSS TIE POST CONNECTED TO THE SOUTH
 DG3793'GATE POST, 24.7 FT (7.5 M) SOUTH-SOUTHWEST OF THE SOUTH POST OF A
 DG3793'STEEL GATE, 33.0 FT (10.1 M) SOUTHWEST OF THE CENTER OF A GRAVEL
 DG3793'FIELD ROAD, 33.4 FT (10.2 M) WEST OF THE SOUTH END OF AN 18-INCH
 DG3793'CONCRETE PIPE UNDER THE GRAVEL FIELD ROAD, 59.2 FT (18.0 M) NORTHWEST
 DG3793'OF THE CENTERLINE OF ALA 9, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE
 DG3793'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3793'STATION 14-31 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3793
 DG3793                          STATION RECOVERY (2004)
 DG3793
 DG3793'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 DG3793'RECOVERED IN GOOD CONDITION.
 DG3793
 DG3793                          STATION RECOVERY (2004)
 DG3793
 DG3793'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (PWA)
 DG3793'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3794 ***********************************************************************
 DG3794  DESIGNATION -  14 33
 DG3794  PID         -  DG3794
 DG3794  STATE/COUNTY-  AL/CLAY
 DG3794  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG3794
 DG3794                         *CURRENT SURVEY CONTROL
 DG3794  ___________________________________________________________________
 DG3794* NAD 83(1992)-  33 24 54.07099(N)    085 46 53.77009(W)     ADJUSTED  
 DG3794* NAVD 88     -       312.2    (meters)    1024.     (feet)  GPS OBS   
 DG3794  ___________________________________________________________________
 DG3794  X           -     392,029.806 (meters)                     COMP
 DG3794  Y           -  -5,315,064.508 (meters)                     COMP
 DG3794  Z           -   3,492,626.866 (meters)                     COMP
 DG3794  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DG3794  ELLIP HEIGHT-         283.51  (meters)          (07/29/02) GPS OBS
 DG3794  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DG3794
 DG3794  HORZ ORDER  -  FIRST
 DG3794  ELLP ORDER  -  FOURTH    CLASS I
 DG3794
 DG3794.The horizontal coordinates were established by GPS observations
 DG3794.and adjusted by the National Geodetic Survey in September 1993..
 DG3794
 DG3794.The orthometric height was determined by GPS observations and a
 DG3794.high-resolution geoid model.
 DG3794
 DG3794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3794
 DG3794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3794
 DG3794.The ellipsoidal height was determined by GPS observations
 DG3794.and is referenced to NAD 83.
 DG3794
 DG3794.The geoid height was determined by GEOID03.
 DG3794
 DG3794;                    North         East     Units Scale Factor Converg.
 DG3794;SPC AL E     -   323,223.649   204,811.432   MT  0.99996029   +0 01 42.6
 DG3794;UTM  16      - 3,697,960.986   613,285.124   MT  0.99975822   +0 40 15.8
 DG3794
 DG3794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3794!SPC AL E     -   0.99995549  x   0.99996029  =   0.99991578
 DG3794!UTM  16      -   0.99995549  x   0.99975822  =   0.99971372
 DG3794
 DG3794:                Primary Azimuth Mark                     Grid Az
 DG3794:SPC AL E     -  14 34                                    008 36 38.3
 DG3794:UTM  16      -  14 34                                    007 58 05.1
 DG3794
 DG3794|---------------------------------------------------------------------|
 DG3794| PID    Reference Object                     Distance      Geod. Az  |
 DG3794|                                                           dddmmss.s |
 DG3794| DG3795 14 34                               414.620 METERS 0083820.9 |
 DG3794|---------------------------------------------------------------------|
 DG3794
 DG3794                          SUPERSEDED SURVEY CONTROL
 DG3794
 DG3794  ELLIP H (09/27/93)  283.60   (m)                       GP(       ) 4 1
 DG3794
 DG3794.Superseded values are not recommended for survey control.
 DG3794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3794.See file dsdata.txt to determine how the superseded data were derived.
 DG3794
 DG3794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1328597961(NAD 83)
 DG3794_MARKER: DD = SURVEY DISK
 DG3794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3794_SP_SET: CONCRETE POST
 DG3794_STAMPING: 14-33 1992
 DG3794_MARK LOGO: ALHD  
 DG3794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3794+STABILITY: SURFACE MOTION
 DG3794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3794+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3794
 DG3794  HISTORY     - Date     Condition        Report By
 DG3794  HISTORY     - 1992     MONUMENTED       ALHD
 DG3794
 DG3794                          STATION DESCRIPTION
 DG3794
 DG3794'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3794'THE STATION IS LOCATED IN CLAY COUNTY ON THE EAST RIGHT OF WAY OF ALA
 DG3794'49, ABOUT 5.45 MI (8.77 KM) SOUTHWEST OF DELTA AND ABOUT 7.35 MI
 DG3794'(11.83 KM) NORTH-NORTHWEST OF LINEVILLE.
 DG3794'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 9 (MILE POST
 DG3794'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3794'LINEVILLE. DRIVE NORTH ON ALA 49 FOR 8.25 MI (13.28 KM) TO MILE POST
 DG3794'68.30 AND THE STATION ON THE RIGHT.
 DG3794'THE STATION IS 3.3 FT (1.0 M) WEST-NORTHWEST OF A HOG WIRE FENCE WITH
 DG3794'TWO STRANDS OF BARBED WIRE ON WHITE TOP, GREEN STEEL POST, 30.9 FT
 DG3794'(9.4 M) SOUTH-SOUTHWEST OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS
 DG3794'IN THE FENCE LINE, 33.5 FT (10.2 M) EAST-SOUTHEAST OF THE CENTERLINE
 DG3794'OF ALA 49, 106.0 FT (32.3 M) SOUTHEAST OF A JUNCTION POWER POLE
 DG3794'ACROSS ALA 49, 112.9 NORTHEAST OF A TRANSFORMER POWER POLE ACROSS ALA
 DG3794'49, 113.0 FT (34.4 M) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE
 DG3794'FENCE, 2.7 FT (0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DG3794'WITH THE GROUND.
 DG3794'STATION 14-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3795 ***********************************************************************
 DG3795  DESIGNATION -  14 34
 DG3795  PID         -  DG3795
 DG3795  STATE/COUNTY-  AL/CLAY
 DG3795  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG3795
 DG3795                         *CURRENT SURVEY CONTROL
 DG3795  ___________________________________________________________________
 DG3795* NAD 83(1992)-  33 25 07.37611(N)    085 46 51.35948(W)     ADJUSTED  
 DG3795* NAVD 88     -       302.0    (meters)     991.     (feet)  GPS OBS   
 DG3795  ___________________________________________________________________
 DG3795  X           -     392,074.686 (meters)                     COMP
 DG3795  Y           -  -5,314,826.269 (meters)                     COMP
 DG3795  Z           -   3,492,963.403 (meters)                     COMP
 DG3795  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DG3795  ELLIP HEIGHT-         273.29  (meters)          (07/29/02) GPS OBS
 DG3795  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DG3795
 DG3795  HORZ ORDER  -  FIRST
 DG3795  ELLP ORDER  -  FOURTH    CLASS I
 DG3795
 DG3795.The horizontal coordinates were established by GPS observations
 DG3795.and adjusted by the National Geodetic Survey in September 1993..
 DG3795
 DG3795.The orthometric height was determined by GPS observations and a
 DG3795.high-resolution geoid model.
 DG3795
 DG3795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3795
 DG3795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3795
 DG3795.The ellipsoidal height was determined by GPS observations
 DG3795.and is referenced to NAD 83.
 DG3795
 DG3795.The geoid height was determined by GEOID03.
 DG3795
 DG3795;                    North         East     Units Scale Factor Converg.
 DG3795;SPC AL E     -   323,633.580   204,873.506   MT  0.99996029   +0 01 43.9
 DG3795;UTM  16      - 3,698,371.504   613,342.585   MT  0.99975838   +0 40 17.3
 DG3795
 DG3795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3795!SPC AL E     -   0.99995710  x   0.99996029  =   0.99991739
 DG3795!UTM  16      -   0.99995710  x   0.99975838  =   0.99971549
 DG3795
 DG3795:                Primary Azimuth Mark                     Grid Az
 DG3795:SPC AL E     -  14 33                                    188 36 38.3
 DG3795:UTM  16      -  14 33                                    187 58 04.9
 DG3795
 DG3795|---------------------------------------------------------------------|
 DG3795| PID    Reference Object                     Distance      Geod. Az  |
 DG3795|                                                           dddmmss.s |
 DG3795| DG3794 14 33                               414.620 METERS 1883822.2 |
 DG3795|---------------------------------------------------------------------|
 DG3795
 DG3795                          SUPERSEDED SURVEY CONTROL
 DG3795
 DG3795  ELLIP H (09/27/93)  273.38   (m)                       GP(       ) 4 1
 DG3795
 DG3795.Superseded values are not recommended for survey control.
 DG3795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3795.See file dsdata.txt to determine how the superseded data were derived.
 DG3795
 DG3795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1334398372(NAD 83)
 DG3795_MARKER: DD = SURVEY DISK
 DG3795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3795_SP_SET: CONCRETE POST
 DG3795_STAMPING: 14-34 1992
 DG3795_MARK LOGO: ALHD  
 DG3795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3795+STABILITY: SURFACE MOTION
 DG3795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3795+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3795
 DG3795  HISTORY     - Date     Condition        Report By
 DG3795  HISTORY     - 1992     MONUMENTED       ALHD
 DG3795
 DG3795                          STATION DESCRIPTION
 DG3795
 DG3795'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3795'THE STATION IS LOCATED IN CLAY COUNTY ON THE EAST RIGHT OF WAY OF ALA
 DG3795'49, ABOUT 5.35 MI (8.61 KM) SOUTHWEST OF DELTA AND ABOUT 7.60 MI
 DG3795'(12.23 KM) NORTH-NORTHWEST OF LINEVILLE.
 DG3795'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 9 (MILE POST
 DG3795'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3795'LINEVILLE. DRIVE NORTH ON ALA 49 FOR 8.50 MI (13.68 KM) TO MILE POST
 DG3795'68.55 AND THE STATION ON THE RIGHT.
 DG3795'THE STATION IS 41.6 FT (12.7 M) EAST OF THE CENTERLINE OF ALA 49, 41.7
 DG3795'FT (12.7 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 76 / 17, 85.7 FT
 DG3795'(26.1 M) NORTHEAST OF A JUNCTION POWER POLE ACROSS ALA 49, 100.0 FT
 DG3795'(30.5 M) NORTH OF THE CENTER OF A GRAVEL ROAD LEADING EAST, 2.6 FT
 DG3795'(0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3795'GROUND.
 DG3795'STATION 14-33 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3795'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 DG3795'MR. JEFF GREENWOOD, RT. 3, BOX 66 A, LINEVILLE, ALABAMA 36266, PHONE
 DG3795'205-488-5413.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3796 ***********************************************************************
 DG3796  DESIGNATION -  14 35
 DG3796  PID         -  DG3796
 DG3796  STATE/COUNTY-  AL/CLAY
 DG3796  USGS QUAD   -  LINEVILLE WEST (1980)
 DG3796
 DG3796                         *CURRENT SURVEY CONTROL
 DG3796  ___________________________________________________________________
 DG3796* NAD 83(1992)-  33 19 36.33196(N)    085 50 49.04828(W)     ADJUSTED  
 DG3796* NAVD 88     -       419.8    (meters)    1377.     (feet)  GPS OBS   
 DG3796  ___________________________________________________________________
 DG3796  X           -     386,363.347 (meters)                     COMP
 DG3796  Y           -  -5,320,968.528 (meters)                     COMP
 DG3796  Z           -   3,484,510.452 (meters)                     COMP
 DG3796  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 DG3796  ELLIP HEIGHT-         391.08  (meters)          (07/29/02) GPS OBS
 DG3796  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DG3796
 DG3796  HORZ ORDER  -  FIRST
 DG3796  ELLP ORDER  -  FOURTH    CLASS I
 DG3796
 DG3796.The horizontal coordinates were established by GPS observations
 DG3796.and adjusted by the National Geodetic Survey in September 1993..
 DG3796
 DG3796.The orthometric height was determined by GPS observations and a
 DG3796.high-resolution geoid model.
 DG3796
 DG3796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3796
 DG3796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3796
 DG3796.The ellipsoidal height was determined by GPS observations
 DG3796.and is referenced to NAD 83.
 DG3796
 DG3796.The geoid height was determined by GEOID03.
 DG3796
 DG3796;                    North         East     Units Scale Factor Converg.
 DG3796;SPC AL E     -   313,433.823   198,731.509   MT  0.99996002   -0 00 26.9
 DG3796;UTM  16      - 3,688,105.741   607,316.496   MT  0.99974199   +0 38 00.8
 DG3796
 DG3796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3796!SPC AL E     -   0.99993861  x   0.99996002  =   0.99989863
 DG3796!UTM  16      -   0.99993861  x   0.99974199  =   0.99968061
 DG3796
 DG3796:                Primary Azimuth Mark                     Grid Az
 DG3796:SPC AL E     -  14 36                                    022 44 18.5
 DG3796:UTM  16      -  14 36                                    022 05 50.8
 DG3796
 DG3796|---------------------------------------------------------------------|
 DG3796| PID    Reference Object                     Distance      Geod. Az  |
 DG3796|                                                           dddmmss.s |
 DG3796| DG3797 14 36                               409.357 METERS 0224351.6 |
 DG3796|---------------------------------------------------------------------|
 DG3796
 DG3796                          SUPERSEDED SURVEY CONTROL
 DG3796
 DG3796  ELLIP H (09/27/93)  391.16   (m)                       GP(       ) 4 1
 DG3796
 DG3796.Superseded values are not recommended for survey control.
 DG3796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3796.See file dsdata.txt to determine how the superseded data were derived.
 DG3796
 DG3796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0731688106(NAD 83)
 DG3796_MARKER: DD = SURVEY DISK
 DG3796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3796_SP_SET: CONCRETE POST
 DG3796_STAMPING: 14-35 1992
 DG3796_MARK LOGO: ALHD  
 DG3796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3796+STABILITY: SURFACE MOTION
 DG3796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3796+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3796
 DG3796  HISTORY     - Date     Condition        Report By
 DG3796  HISTORY     - 1992     MONUMENTED       ALHD
 DG3796
 DG3796                          STATION DESCRIPTION
 DG3796
 DG3796'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3796'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 DG3796'CLAY COUNTY ROAD NO. 31, ABOUT 3.70 MI (5.95 KM) NORTH OF ASHLAND AND
 DG3796'ABOUT 5.40 MI (8.69 KM) WEST-NORTHWEST OF LINEVILLE.
 DG3796'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 NORTH AND ALA 77 SOUTH
 DG3796'AT THE SOUTHEAST CORNER OF THE COURT HOUSE SQUARE IN ASHLAND, DRIVE
 DG3796'NORTH ON CLAY COUNTY ROAD NO. 31 FOR 4.10 MI (6.60 KM) TO A PAVED
 DG3796'COUNTY ROAD ON THE LEFT AT BOWDEN GROVE CHURCH, CONTINUE NORTH ON
 DG3796'CLAY COUNTY ROAD NO. 31 FOR 0.60 MI (0.97 KM) TO THE STATION ON THE
 DG3796'RIGHT.
 DG3796'THE STATION IS 10.0 FT (3.0 M) NORTHWEST OF THE CENTER OF A LOG ROAD,
 DG3796'40.0 FT (12.2 M) SOUTHEAST OF THE CENTERLINE OF CLAY COUNTY ROAD NO.
 DG3796'31, 76.4 FT (23.3 M) SOUTHWEST OF A POWER POLE, 113.8 FT (34.7 M)
 DG3796'NORTH-NORTHEAST OF A JUNCTION POWER POLE, 2.5 FT (0.8 M) NORTHWEST OF
 DG3796'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3796'STATION 14-36 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3796'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 DG3796'MR. DAVID CORNETT, RT. 3, BOX 161 A, LINEVILLE, ALABAMA 36266, PHONE
 DG3796'205-354-5729.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3797 ***********************************************************************
 DG3797  DESIGNATION -  14 36
 DG3797  PID         -  DG3797
 DG3797  STATE/COUNTY-  AL/CLAY
 DG3797  USGS QUAD   -  LINEVILLE WEST (1980)
 DG3797
 DG3797                         *CURRENT SURVEY CONTROL
 DG3797  ___________________________________________________________________
 DG3797* NAD 83(1992)-  33 19 48.58707(N)    085 50 42.93209(W)     ADJUSTED  
 DG3797* NAVD 88     -       395.9    (meters)    1299.     (feet)  GPS OBS   
 DG3797  ___________________________________________________________________
 DG3797  X           -     386,504.648 (meters)                     COMP
 DG3797  Y           -  -5,320,730.248 (meters)                     COMP
 DG3797  Z           -   3,484,812.810 (meters)                     COMP
 DG3797  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DG3797  ELLIP HEIGHT-         367.19  (meters)          (07/29/02) GPS OBS
 DG3797  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DG3797
 DG3797  HORZ ORDER  -  FIRST
 DG3797  ELLP ORDER  -  FOURTH    CLASS I
 DG3797
 DG3797.The horizontal coordinates were established by GPS observations
 DG3797.and adjusted by the National Geodetic Survey in September 1993..
 DG3797
 DG3797.The orthometric height was determined by GPS observations and a
 DG3797.high-resolution geoid model.
 DG3797
 DG3797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3797
 DG3797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3797
 DG3797.The ellipsoidal height was determined by GPS observations
 DG3797.and is referenced to NAD 83.
 DG3797
 DG3797.The geoid height was determined by GEOID03.
 DG3797
 DG3797;                    North         East     Units Scale Factor Converg.
 DG3797;SPC AL E     -   313,811.349   198,889.730   MT  0.99996002   -0 00 23.6
 DG3797;UTM  16      - 3,688,484.932   607,470.449   MT  0.99974240   +0 38 04.4
 DG3797
 DG3797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3797!SPC AL E     -   0.99994236  x   0.99996002  =   0.99990238
 DG3797!UTM  16      -   0.99994236  x   0.99974240  =   0.99968477
 DG3797
 DG3797:                Primary Azimuth Mark                     Grid Az
 DG3797:SPC AL E     -  14 35                                    202 44 18.5
 DG3797:UTM  16      -  14 35                                    202 05 50.5
 DG3797
 DG3797|---------------------------------------------------------------------|
 DG3797| PID    Reference Object                     Distance      Geod. Az  |
 DG3797|                                                           dddmmss.s |
 DG3797| DG3796 14 35                               409.357 METERS 2024354.9 |
 DG3797|---------------------------------------------------------------------|
 DG3797
 DG3797                          SUPERSEDED SURVEY CONTROL
 DG3797
 DG3797  ELLIP H (09/27/93)  367.26   (m)                       GP(       ) 4 1
 DG3797
 DG3797.Superseded values are not recommended for survey control.
 DG3797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3797.See file dsdata.txt to determine how the superseded data were derived.
 DG3797
 DG3797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0747088485(NAD 83)
 DG3797_MARKER: DD = SURVEY DISK
 DG3797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3797_SP_SET: CONCRETE POST
 DG3797_STAMPING: 14-36 1992
 DG3797_MARK LOGO: ALHD  
 DG3797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3797+STABILITY: SURFACE MOTION
 DG3797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3797+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3797
 DG3797  HISTORY     - Date     Condition        Report By
 DG3797  HISTORY     - 1992     MONUMENTED       ALHD
 DG3797
 DG3797                          STATION DESCRIPTION
 DG3797
 DG3797'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3797'THE STATION IS LOCATED IN CLAY COUNTY ON THE EAST RIGHT OF WAY OF CLAY
 DG3797'COUNTY ROAD NO. 31, ABOUT 3.90 MI (6.28 KM) NORTH OF ASHLAND AND
 DG3797'ABOUT 5.35 MI (8.61 KM) WEST-NORTHWEST OF LINEVILLE.
 DG3797'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 NORTH AND ALA 77 SOUTH
 DG3797'AT THE SOUTHEAST CORNER OF THE COURT HOUSE SQUARE IN ASHLAND, DRIVE
 DG3797'NORTH ON CLAY COUNTY ROAD NO. 31 FOR 4.10 MI (6.60 KM) TO A PAVED
 DG3797'COUNTY ROAD ON THE LEFT AT BOWDEN GROVE CHURCH, CONTINUE NORTH ON
 DG3797'CLAY COUNTY ROAD NO. 31 FOR 0.90 MI (1.45 KM) TO THE STATION ON THE
 DG3797'RIGHT.
 DG3797'THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF THE CREST OF AN EIGHT
 DG3797'FOOT BACKSLOPE, 27.5 FT (8.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 DG3797'CLAY COUNTY ROAD NO. 31, 67.2 FT (20.5 M) EAST OF A FENCE CORNER
 DG3797'ACROSS THE ROAD, 86.0 FT (26.2 M) SOUTH-SOUTHWEST OF A JUNCTION POWER
 DG3797'POLE WITH TWO GUY WIRES, 3.4 FT (1.0 M) WEST OF A CARSONITE WITNESS
 DG3797'POST, AND SET FLUSH WITH THE GROUND.
 DG3797'STATION 14-35 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3797'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 DG3797'MR. GERALD MOORE, RT. 3, BOX 163, LINEVILLE, ALABAMA 36266, PHONE
 DG3797'205-000-0000.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3798 ***********************************************************************
 DG3798  DESIGNATION -  14 37
 DG3798  PID         -  DG3798
 DG3798  STATE/COUNTY-  AL/CLAY
 DG3798  USGS QUAD   -  CLAIRMONT SPRINGS (1983)
 DG3798
 DG3798                         *CURRENT SURVEY CONTROL
 DG3798  ___________________________________________________________________
 DG3798* NAD 83(1992)-  33 21 23.68757(N)    085 55 08.19258(W)     ADJUSTED  
 DG3798* NAVD 88     -       311.9    (meters)    1023.     (feet)  GPS OBS   
 DG3798  ___________________________________________________________________
 DG3798  X           -     379,542.158 (meters)                     COMP
 DG3798  Y           -  -5,319,546.461 (meters)                     COMP
 DG3798  Z           -   3,487,214.375 (meters)                     COMP
 DG3798  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 DG3798  ELLIP HEIGHT-         283.18  (meters)          (07/29/02) GPS OBS
 DG3798  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DG3798
 DG3798  HORZ ORDER  -  FIRST
 DG3798  ELLP ORDER  -  FOURTH    CLASS I
 DG3798
 DG3798.The horizontal coordinates were established by GPS observations
 DG3798.and adjusted by the National Geodetic Survey in September 1993..
 DG3798
 DG3798.The orthometric height was determined by GPS observations and a
 DG3798.high-resolution geoid model.
 DG3798
 DG3798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3798
 DG3798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3798
 DG3798.The ellipsoidal height was determined by GPS observations
 DG3798.and is referenced to NAD 83.
 DG3798
 DG3798.The geoid height was determined by GEOID03.
 DG3798
 DG3798;                    North         East     Units Scale Factor Converg.
 DG3798;SPC AL E     -   316,744.344   192,032.213   MT  0.99996078   -0 02 49.5
 DG3798;UTM  16      - 3,691,340.340   600,582.096   MT  0.99972473   +0 35 40.1
 DG3798
 DG3798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3798!SPC AL E     -   0.99995554  x   0.99996078  =   0.99991633
 DG3798!UTM  16      -   0.99995554  x   0.99972473  =   0.99968029
 DG3798
 DG3798|---------------------------------------------------------------------|
 DG3798| PID    Reference Object                     Distance      Geod. Az  |
 DG3798|                                                           dddmmss.s |
 DG3798| DG3799 14 38                               357.228 METERS 02329     |
 DG3798|---------------------------------------------------------------------|
 DG3798
 DG3798                          SUPERSEDED SURVEY CONTROL
 DG3798
 DG3798  ELLIP H (09/27/93)  283.25   (m)                       GP(       ) 4 1
 DG3798
 DG3798.Superseded values are not recommended for survey control.
 DG3798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3798.See file dsdata.txt to determine how the superseded data were derived.
 DG3798
 DG3798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0058291340(NAD 83)
 DG3798_MARKER: DD = SURVEY DISK
 DG3798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3798_SP_SET: CONCRETE POST
 DG3798_STAMPING: 14-37 1992
 DG3798_MARK LOGO: ALHD  
 DG3798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3798+STABILITY: SURFACE MOTION
 DG3798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3798+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3798
 DG3798  HISTORY     - Date     Condition        Report By
 DG3798  HISTORY     - 1992     MONUMENTED       ALHD
 DG3798
 DG3798                          STATION DESCRIPTION
 DG3798
 DG3798'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3798'THE STATION IS LOCATED IN CLAY COUNTY ON THE WEST RIGHT OF WAY OF A
 DG3798'PAVED COUNTY ROAD, ABOUT 7.45 MI (11.99 KM) NORTHWEST OF ASHLAND AND
 DG3798'ABOUT 10.05 MI (16.17 KM) WEST-NORTHWEST OF LINEVILLE.
 DG3798'TO REACH THE STATION FROM THE JUNCTION OF ALA 77 NORTH AND ALA 9 SOUTH
 DG3798'(MILE POST 40.30 ON ALA 77) AT THE SOUTHWEST CORNER OF THE COURT
 DG3798'HOUSE SQUARE IN ASHLAND, DRIVE WEST AND NORTHWEST ON ALA 77 FOR 3.50
 DG3798'MI (5.63 KM) TO MILE POST 43.80 AND CLAY COUNTY ROAD NO. 130 ON THE
 DG3798'RIGHT, TURN RIGHT ON CLAY COUNTY ROAD NO. 130, AND DRIVE NORTHWEST
 DG3798'FOR 3.00 MI (4.83 KM) TO A CROSS ROAD WITH A PAVED COUNTY ROAD LEFT
 DG3798'AND RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST
 DG3798'FOR 0.65 MI (1.05 KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT
 DG3798'ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 2.60 MI (4.18 KM) TO A
 DG3798'RAILROAD GRADE CROSSING, CONTINUE NORTH ON THE PAVED COUNTY ROAD FOR
 DG3798'0.40 MI (0.64 KM) TO THE STATION ON THE LEFT.
 DG3798'THE STATION IS LOCATED IN A CLEAR CUT AREA, 37.0 FT (11.3 M) WEST OF
 DG3798'THE CENTERLINE OF THE PAVED COUNTY ROAD, 2.7 FT (0.8 M) EAST OF A
 DG3798'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3798'STATION 14-38 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3799 ***********************************************************************
 DG3799  DESIGNATION -  14 38
 DG3799  PID         -  DG3799
 DG3799  STATE/COUNTY-  AL/CLAY
 DG3799  USGS QUAD   -  CLAIRMONT SPRINGS (1983)
 DG3799
 DG3799                         *CURRENT SURVEY CONTROL
 DG3799  ___________________________________________________________________
 DG3799* NAD 83(1992)-  33 21 34.32267(N)    085 55 02.68765(W)     ADJUSTED  
 DG3799* NAVD 88     -       315.1    (meters)    1034.     (feet)  GPS OBS   
 DG3799  ___________________________________________________________________
 DG3799  X           -     379,671.496 (meters)                     COMP
 DG3799  Y           -  -5,319,359.329 (meters)                     COMP
 DG3799  Z           -   3,487,489.852 (meters)                     COMP
 DG3799  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 DG3799  ELLIP HEIGHT-         286.44  (meters)          (07/29/02) GPS OBS
 DG3799  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DG3799
 DG3799  HORZ ORDER  -  FIRST
 DG3799  ELLP ORDER  -  FOURTH    CLASS I
 DG3799
 DG3799.The horizontal coordinates were established by GPS observations
 DG3799.and adjusted by the National Geodetic Survey in September 1993..
 DG3799
 DG3799.The orthometric height was determined by GPS observations and a
 DG3799.high-resolution geoid model.
 DG3799
 DG3799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3799
 DG3799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3799
 DG3799.The ellipsoidal height was determined by GPS observations
 DG3799.and is referenced to NAD 83.
 DG3799
 DG3799.The geoid height was determined by GEOID03.
 DG3799
 DG3799;                    North         East     Units Scale Factor Converg.
 DG3799;SPC AL E     -   317,071.868   192,174.798   MT  0.99996075   -0 02 46.4
 DG3799;UTM  16      - 3,691,669.362   600,720.972   MT  0.99972507   +0 35 43.3
 DG3799
 DG3799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3799!SPC AL E     -   0.99995503  x   0.99996075  =   0.99991578
 DG3799!UTM  16      -   0.99995503  x   0.99972507  =   0.99968011
 DG3799
 DG3799|---------------------------------------------------------------------|
 DG3799| PID    Reference Object                     Distance      Geod. Az  |
 DG3799|                                                           dddmmss.s |
 DG3799| DG3798 14 37                               357.228 METERS 20329     |
 DG3799|---------------------------------------------------------------------|
 DG3799
 DG3799                          SUPERSEDED SURVEY CONTROL
 DG3799
 DG3799  ELLIP H (09/27/93)  286.51   (m)                       GP(       ) 4 1
 DG3799
 DG3799.Superseded values are not recommended for survey control.
 DG3799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3799.See file dsdata.txt to determine how the superseded data were derived.
 DG3799
 DG3799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0072191669(NAD 83)
 DG3799_MARKER: DD = SURVEY DISK
 DG3799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3799_SP_SET: CONCRETE POST
 DG3799_STAMPING: 14-38 1992
 DG3799_MARK LOGO: ALHD  
 DG3799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3799+STABILITY: SURFACE MOTION
 DG3799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3799+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3799
 DG3799  HISTORY     - Date     Condition        Report By
 DG3799  HISTORY     - 1992     MONUMENTED       ALHD
 DG3799
 DG3799                          STATION DESCRIPTION
 DG3799
 DG3799'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3799'THE STATION IS LOCATED IN CLAY COUNTY ON THE EAST RIGHT OF WAY OF A
 DG3799'PAVED COUNTY ROAD, ABOUT 7.55 MI (12.15 KM) NORTHWEST OF ASHLAND AND
 DG3799'ABOUT 9.95 MI (16.01 KM) WEST-NORTHWEST OF LINEVILLE.
 DG3799'TO REACH THE STATION FROM THE JUNCTION OF ALA 77 NORTH AND ALA 9 SOUTH
 DG3799'(MILE POST 40.30 ON ALA 77) AT THE SOUTHWEST CORNER OF THE COURT
 DG3799'HOUSE SQUARE IN ASHLAND, DRIVE WEST AND NORTHWEST ON ALA 77 FOR 3.50
 DG3799'MI (5.63 KM) TO MILE POST 43.80 AND CLAY COUNTY ROAD NO. 130 ON THE
 DG3799'RIGHT, TURN RIGHT ON CLAY COUNTY ROAD NO. 130, AND DRIVE NORTHWEST
 DG3799'FOR 3.00 MI (4.83 KM) TO A CROSS ROAD WITH A PAVED COUNTY ROAD LEFT
 DG3799'AND RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST
 DG3799'FOR 0.65 MI (1.05 KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT
 DG3799'ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 2.60 MI (4.18 KM) TO A
 DG3799'RAILROAD GRADE CROSSING, CONTINUE NORTH ON THE PAVED COUNTY ROAD FOR
 DG3799'0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT.
 DG3799'THE STATION IS 7.2 FT (2.2 M) WEST-NORTHWEST OF A HOG WIRE FENCE WITH
 DG3799'TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 32.5 FT (9.9 M)
 DG3799'EAST-SOUTHEAST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 66.6 FT
 DG3799'(20.3 M) SOUTH-SOUTHWEST OF THE SOUTH POST OF A STEEL GATE, 73.0 FT
 DG3799'(22.3 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 6.8 FT
 DG3799'(2.1 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3799'GROUND.
 DG3799'STATION 14-37 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2877 ***********************************************************************
 DH2877  DESIGNATION -  14 39
 DH2877  PID         -  DH2877
 DH2877  STATE/COUNTY-  AL/CLAY
 DH2877  USGS QUAD   -  PORTER GAP (1987)
 DH2877
 DH2877                         *CURRENT SURVEY CONTROL
 DH2877  ___________________________________________________________________
 DH2877* NAD 83(1992)-  33 17 20.27818(N)    086 00 27.89263(W)     ADJUSTED  
 DH2877* NAVD 88     -       288.2    (meters)     946.     (feet)  GPS OBS   
 DH2877  ___________________________________________________________________
 DH2877  X           -     371,582.126 (meters)                     COMP
 DH2877  Y           -  -5,324,218.407 (meters)                     COMP
 DH2877  Z           -   3,480,934.962 (meters)                     COMP
 DH2877  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 DH2877  ELLIP HEIGHT-         259.48  (meters)          (07/29/02) GPS OBS
 DH2877  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DH2877
 DH2877  HORZ ORDER  -  FIRST
 DH2877  ELLP ORDER  -  FOURTH    CLASS I
 DH2877
 DH2877.The horizontal coordinates were established by GPS observations
 DH2877.and adjusted by the National Geodetic Survey in September 1993..
 DH2877
 DH2877.The orthometric height was determined by GPS observations and a
 DH2877.high-resolution geoid model.
 DH2877
 DH2877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2877
 DH2877.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2877
 DH2877.The ellipsoidal height was determined by GPS observations
 DH2877.and is referenced to NAD 83.
 DH2877
 DH2877.The geoid height was determined by GEOID03.
 DH2877
 DH2877;                    North         East     Units Scale Factor Converg.
 DH2877;SPC AL E     -   309,255.891   183,754.373   MT  0.99996325   -0 05 44.6
 DH2877;UTM  16      - 3,683,761.627   592,390.568   MT  0.99970524   +0 32 40.7
 DH2877
 DH2877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2877!SPC AL E     -   0.99995926  x   0.99996325  =   0.99992252
 DH2877!UTM  16      -   0.99995926  x   0.99970524  =   0.99966452
 DH2877
 DH2877:                Primary Azimuth Mark                     Grid Az
 DH2877:SPC AL E     -  14 40                                    330 32 48.9
 DH2877:UTM  16      -  14 40                                    329 54 23.6
 DH2877
 DH2877|---------------------------------------------------------------------|
 DH2877| PID    Reference Object                     Distance      Geod. Az  |
 DH2877|                                                           dddmmss.s |
 DH2877| DH2878 14 40                               453.019 METERS 3302704.3 |
 DH2877|---------------------------------------------------------------------|
 DH2877
 DH2877                          SUPERSEDED SURVEY CONTROL
 DH2877
 DH2877  ELLIP H (09/27/93)  259.52   (m)                       GP(       ) 4 1
 DH2877
 DH2877.Superseded values are not recommended for survey control.
 DH2877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2877.See file dsdata.txt to determine how the superseded data were derived.
 DH2877
 DH2877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9239183762(NAD 83)
 DH2877_MARKER: DD = SURVEY DISK
 DH2877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2877_SP_SET: CONCRETE POST
 DH2877_STAMPING: 14-39 1992
 DH2877_MARK LOGO: ALHD  
 DH2877_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2877+STABILITY: SURFACE MOTION
 DH2877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2877+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2877
 DH2877  HISTORY     - Date     Condition        Report By
 DH2877  HISTORY     - 1992     MONUMENTED       ALHD
 DH2877
 DH2877                          STATION DESCRIPTION
 DH2877
 DH2877'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2877'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 DH2877'ALA 77, ABOUT 8.15 MI (13.12 KM) NORTHWEST OF MILLERVILLE AND ABOUT
 DH2877'10.05 MI (16.17 KM) WEST OF ASHLAND.
 DH2877'TO REACH THE STATION FROM THE JUNCTION OF ALA 77 NORTH AND ALA 9 SOUTH
 DH2877'(MILE POST 40.30 ON ALA 77) AT THE SOUTHWEST CORNER OF THE COURT
 DH2877'HOUSE SQUARE IN ASHLAND, DRIVE WEST AND NORTHWEST ON ALA 77 FOR 10.95
 DH2877'MI (17.62 KM) TO MILE POST 51.25 AND THE STATION ON THE LEFT.
 DH2877'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FIVE STRAND BARBED WIRE
 DH2877'FENCE ON RUSTY STEEL POSTS, 7.1 FT (2.2 M) EAST-SOUTHEAST OF A WOOD
 DH2877'POST IN THE FENCE LINE, 84.0 FT (25.6 M) SOUTHWEST OF THE CENTERLINE
 DH2877'OF ALA 77, 3.5 FT (1.1 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 DH2877'SET FLUSH WITH THE GROUND.
 DH2877'STATION 14-40 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2841 ***********************************************************************
 DH2841  DESIGNATION -  14 4
 DH2841  PID         -  DH2841
 DH2841  STATE/COUNTY-  AL/CLAY
 DH2841  USGS QUAD   -  BULLS GAP (1987)
 DH2841
 DH2841                         *CURRENT SURVEY CONTROL
 DH2841  ___________________________________________________________________
 DH2841* NAD 83(1992)-  33 11 32.05444(N)    086 02 31.45857(W)     ADJUSTED  
 DH2841* NAVD 88     -       239.6    (meters)     786.     (feet)  VERTCON   
 DH2841  ___________________________________________________________________
 DH2841  X           -     368,795.612 (meters)                     COMP
 DH2841  Y           -  -5,330,266.168 (meters)                     COMP
 DH2841  Z           -   3,471,935.168 (meters)                     COMP
 DH2841  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DH2841  ELLIP HEIGHT-         210.66  (meters)          (07/29/02) GPS OBS
 DH2841  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH2841
 DH2841  HORZ ORDER  -  FIRST
 DH2841  ELLP ORDER  -  FOURTH    CLASS I
 DH2841
 DH2841.The horizontal coordinates were established by GPS observations
 DH2841.and adjusted by the National Geodetic Survey in December 1992..
 DH2841
 DH2841.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2841
 DH2841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2841
 DH2841.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2841
 DH2841.The ellipsoidal height was determined by GPS observations
 DH2841.and is referenced to NAD 83.
 DH2841
 DH2841.The geoid height was determined by GEOID03.
 DH2841
 DH2841;                    North         East     Units Scale Factor Converg.
 DH2841;SPC AL E     -   298,534.087   180,535.891   MT  0.99996467   -0 06 51.4
 DH2841;UTM  16      - 3,673,007.386   589,292.777   MT  0.99969830   +0 31 28.0
 DH2841
 DH2841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2841!SPC AL E     -   0.99996693  x   0.99996467  =   0.99993160
 DH2841!UTM  16      -   0.99996693  x   0.99969830  =   0.99966524
 DH2841
 DH2841                          SUPERSEDED SURVEY CONTROL
 DH2841
 DH2841  ELLIP H (12/04/92)  210.73   (m)                       GP(       ) 4 1
 DH2841  NAD 83(1986)-  33 11 32.06154(N)    086 02 31.45976(W) AD(       ) 1
 DH2841  NGVD 29 (12/04/92)  239.5    (m)          786.     (f) GPS OBS        
 DH2841
 DH2841.Superseded values are not recommended for survey control.
 DH2841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2841.See file dsdata.txt to determine how the superseded data were derived.
 DH2841
 DH2841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8929373007(NAD 83)
 DH2841_MARKER: DD = SURVEY DISK
 DH2841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2841_SP_SET: CONCRETE POST
 DH2841_STAMPING: 14-4 1991
 DH2841_MARK LOGO: ALHD  
 DH2841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2841+STABILITY: SURFACE MOTION
 DH2841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2841+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2841
 DH2841  HISTORY     - Date     Condition        Report By
 DH2841  HISTORY     - 1991     MONUMENTED       ALHD
 DH2841
 DH2841                          STATION DESCRIPTION
 DH2841
 DH2841'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2841'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTH RIGHT OF WAY OF ALA
 DH2841'148, ABOUT 12.2 MI (19.6 KM) EAST OF SYLACAUGA AND ABOUT 13.1 MI
 DH2841'(21.1 KM) WEST-SOUTHWEST OF ASHLAND.
 DH2841'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 148 (MILE
 DH2841'POST 0 ON ALA 148) AT THE CORNER OF NORTH BROADWAY AND EAST THIRD
 DH2841'STREET IN SYLACAUGA AT THE MUNICIPAL COMPLEX, DRIVE EAST ON ALA 148
 DH2841'FOR 12.85 MI (20.68 KM) TO MILE POST 12.85 AND THE STATION ON THE
 DH2841'LEFT.
 DH2841'THE STATION IS 2.8 FT (0.9 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 729
 DH2841'RE, 53.0 FT (16.2 M) NORTH OF THE CENTERLINE OF ALA 148, 1.7 FT
 DH2841'(0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2841'GROUND.
 DH2841'STATION 14-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2878 ***********************************************************************
 DH2878  DESIGNATION -  14 40
 DH2878  PID         -  DH2878
 DH2878  STATE/COUNTY-  AL/CLAY
 DH2878  USGS QUAD   -  PORTER GAP (1987)
 DH2878
 DH2878                         *CURRENT SURVEY CONTROL
 DH2878  ___________________________________________________________________
 DH2878* NAD 83(1992)-  33 17 33.07004(N)    086 00 36.52753(W)     ADJUSTED  
 DH2878* NAVD 88     -       284.0    (meters)     932.     (feet)  GPS OBS   
 DH2878  ___________________________________________________________________
 DH2878  X           -     371,343.939 (meters)                     COMP
 DH2878  Y           -  -5,324,014.624 (meters)                     COMP
 DH2878  Z           -   3,481,262.070 (meters)                     COMP
 DH2878  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 DH2878  ELLIP HEIGHT-         255.24  (meters)          (08/29/05) GPS OBS
 DH2878  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DH2878
 DH2878  HORZ ORDER  -  A
 DH2878  ELLP ORDER  -  FOURTH    CLASS I
 DH2878
 DH2878.The horizontal coordinates were established by GPS observations
 DH2878.and adjusted by the National Geodetic Survey in August 2005..
 DH2878
 DH2878.The orthometric height was determined by GPS observations and a
 DH2878.high-resolution geoid model.
 DH2878
 DH2878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2878
 DH2878.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2878
 DH2878.The ellipsoidal height was determined by GPS observations
 DH2878.and is referenced to NAD 83.
 DH2878
 DH2878.The geoid height was determined by GEOID03.
 DH2878
 DH2878;                    North         East     Units Scale Factor Converg.
 DH2878;SPC AL E     -   309,650.346   183,531.628   MT  0.99996334   -0 05 49.4
 DH2878;UTM  16      - 3,684,153.467   592,163.486   MT  0.99970472   +0 32 36.2
 DH2878
 DH2878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2878!SPC AL E     -   0.99995993  x   0.99996334  =   0.99992327
 DH2878!UTM  16      -   0.99995993  x   0.99970472  =   0.99966466
 DH2878
 DH2878:                Primary Azimuth Mark                     Grid Az
 DH2878:SPC AL E     -  14 39                                    150 32 49.0
 DH2878:UTM  16      -  14 39                                    149 54 23.4
 DH2878
 DH2878|---------------------------------------------------------------------|
 DH2878| PID    Reference Object                     Distance      Geod. Az  |
 DH2878|                                                           dddmmss.s |
 DH2878| DH2877 14 39                               453.019 METERS 1502659.6 |
 DH2878|---------------------------------------------------------------------|
 DH2878
 DH2878                          SUPERSEDED SURVEY CONTROL
 DH2878
 DH2878  ELLIP H (07/29/02)  255.19   (m)                       GP(       ) 4 1
 DH2878  NAD 83(1992)-  33 17 33.07086(N)    086 00 36.52763(W) AD(       ) 1
 DH2878  ELLIP H (09/27/93)  255.23   (m)                       GP(       ) 4 1
 DH2878
 DH2878.Superseded values are not recommended for survey control.
 DH2878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2878.See file dsdata.txt to determine how the superseded data were derived.
 DH2878
 DH2878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9216384153(NAD 83)
 DH2878_MARKER: DD = SURVEY DISK
 DH2878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2878_SP_SET: CONCRETE POST
 DH2878_STAMPING: 14-40 1992
 DH2878_MARK LOGO: ALHD  
 DH2878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2878+STABILITY: SURFACE MOTION
 DH2878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2878+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 DH2878
 DH2878  HISTORY     - Date     Condition        Report By
 DH2878  HISTORY     - 1992     MONUMENTED       ALHD
 DH2878  HISTORY     - 20040412 GOOD             ALHD
 DH2878  HISTORY     - 20040624 GOOD             MAPTEC
 DH2878
 DH2878                          STATION DESCRIPTION
 DH2878
 DH2878'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2878'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 DH2878'ALA 77, ABOUT 8.40 MI (13.52 KM) NORTHWEST OF MILLERVILLE AND ABOUT
 DH2878'10.10 MI (16.25 KM) WEST OF ASHLAND.
 DH2878'TO REACH THE STATION FROM THE JUNCTION OF ALA 77 NORTH AND ALA 9 SOUTH
 DH2878'(MILE POST 40.30 ON ALA 77) AT THE SOUTHWEST CORNER OF THE COURT
 DH2878'HOUSE SQUARE IN ASHLAND, DRIVE WEST AND NORTHWEST ON ALA 77 FOR 11.20
 DH2878'MI (18.02 KM) TO MILE POST 51.50 AND THE STATION ON THE RIGHT.
 DH2878'THE STATION IS 6.0 FT (1.8 M) SOUTHWEST OF A FIVE STRAND BARBED WIRE
 DH2878'FENCE ON RUSTY STEEL POSTS, 33.0 FT (10.1 M) NORTHWEST OF AN
 DH2878'EIGHT-INCH WOOD POST IN THE FENCE LINE, 79.7 FT (24.3 M) NORTHEAST OF
 DH2878'THE CENTERLINE OF ALA 77, 99.0 FT (30.2 M) NORTHWEST OF A POWER POLE
 DH2878'IN THE PASTURE, 6.3 FT (1.9 M) WEST OF A CARSONITE WITNESS POST, AND
 DH2878'SET FLUSH WITH THE GROUND. AN OLD NAME HAS BEEN XD OUT ABOVE THE
 DH2878'CURRENT STAMPING OF 14-40.
 DH2878'STATION 14-39 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2878
 DH2878                          STATION RECOVERY (2004)
 DH2878
 DH2878'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 DH2878'RECOVERED IN GOOD CONDITION.
 DH2878
 DH2878                          STATION RECOVERY (2004)
 DH2878
 DH2878'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (CP)
 DH2878'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2879 ***********************************************************************
 DH2879  DESIGNATION -  14 41
 DH2879  PID         -  DH2879
 DH2879  STATE/COUNTY-  AL/CLAY
 DH2879  USGS QUAD   -  PORTER GAP (1987)
 DH2879
 DH2879                         *CURRENT SURVEY CONTROL
 DH2879  ___________________________________________________________________
 DH2879* NAD 83(1992)-  33 17 13.72944(N)    086 04 48.71309(W)     ADJUSTED  
 DH2879* NAVD 88     -       511.1    (meters)    1677.     (feet)  GPS OBS   
 DH2879  ___________________________________________________________________
 DH2879  X           -     364,869.696 (meters)                     COMP
 DH2879  Y           -  -5,324,980.327 (meters)                     COMP
 DH2879  Z           -   3,480,888.601 (meters)                     COMP
 DH2879  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 DH2879  ELLIP HEIGHT-         482.31  (meters)          (07/29/02) GPS OBS
 DH2879  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DH2879
 DH2879  HORZ ORDER  -  FIRST
 DH2879  ELLP ORDER  -  FOURTH    CLASS I
 DH2879
 DH2879.The horizontal coordinates were established by GPS observations
 DH2879.and adjusted by the National Geodetic Survey in September 1993..
 DH2879
 DH2879.The orthometric height was determined by GPS observations and a
 DH2879.high-resolution geoid model.
 DH2879
 DH2879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2879
 DH2879.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2879
 DH2879.The ellipsoidal height was determined by GPS observations
 DH2879.and is referenced to NAD 83.
 DH2879
 DH2879.The geoid height was determined by GEOID03.
 DH2879
 DH2879;                    North         East     Units Scale Factor Converg.
 DH2879;SPC AL E     -   309,067.760   177,005.607   MT  0.99996652   -0 08 07.8
 DH2879;UTM  16      - 3,683,498.153   585,646.128   MT  0.99969044   +0 30 17.5
 DH2879
 DH2879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2879!SPC AL E     -   0.99992428  x   0.99996652  =   0.99989081
 DH2879!UTM  16      -   0.99992428  x   0.99969044  =   0.99961475
 DH2879
 DH2879                          SUPERSEDED SURVEY CONTROL
 DH2879
 DH2879  ELLIP H (09/27/93)  482.34   (m)                       GP(       ) 4 1
 DH2879
 DH2879.Superseded values are not recommended for survey control.
 DH2879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2879.See file dsdata.txt to determine how the superseded data were derived.
 DH2879
 DH2879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8564683498(NAD 83)
 DH2879_MARKER: DD = SURVEY DISK
 DH2879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2879_SP_SET: CONCRETE POST
 DH2879_STAMPING: 14-41 1992
 DH2879_MARK LOGO: ALHD  
 DH2879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2879+STABILITY: SURFACE MOTION
 DH2879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2879+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2879
 DH2879  HISTORY     - Date     Condition        Report By
 DH2879  HISTORY     - 1992     MONUMENTED       ALHD
 DH2879
 DH2879                          STATION DESCRIPTION
 DH2879
 DH2879'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2879'THE STATION IS LOCATED IN CLAY COUNTY ON PROPERTY OWNED BY THE U.S.
 DH2879'FOREST SERVICE, ABOUT 10.90 MI (17.54 KM) NORTHWEST OF MILLERVILLE
 DH2879'AND ABOUT 14.10 MI (22.69 KM) WEST OF ASHLAND.
 DH2879'TO REACH THE STATION FROM THE JUNCTION OF ALA 148 AND ALA 9 (MILE POST
 DH2879'20.20 ON ALA 148 AND MILE POST 174.85 ON ALA 9) IN MILLERVILLE, DRIVE
 DH2879'EAST ON ALA 148 FOR 7.65 MI (12.31 KM) TO MILE POST 12.55 AND FOREST
 DH2879'SERVICE ROAD NO. 600 (SKYWAY MOTORWAY) ON THE RIGHT, TURN RIGHT ON
 DH2879'FOREST SERVICE ROAD NO. 600 AND DRIVE NORTH FOR 5.95 MI (9.58 KM) TO
 DH2879'A HIGH VOLTAGE POWER LINE CROSSING, CONTINUE NORTH ON FOREST SERVICE
 DH2879'ROAD NO. 600 FOR 2.05 MI (3.30 KM) TO A WOODS ROAD ON THE RIGHT, TURN
 DH2879'RIGHT ON THE WOODS ROAD AND DRIVE SOUTHEAST FOR 0.30 MI (0.48 KM) TO
 DH2879'THE END OF THE ROAD AND THE STATION.
 DH2879'THE STATION IS LOCATED ON TOP OF THE SOUTHEAST END OF A RIDGE AT THE
 DH2879'SOUTHEAST END OF A WOODS ROAD, APPROXIMATELY 1.0 MI (1.6 KM) SOUTH OF
 DH2879'HORN FIRE TOWER, 6.9 FT (2.1 M) NORTHWEST OF A CARSONITE WITNESS
 DH2879'POST, AND SET FLUSH WITH THE GROUND.
 DH2879'STATION 61-6 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3800 ***********************************************************************
 DG3800  DESIGNATION -  14 42
 DG3800  PID         -  DG3800
 DG3800  STATE/COUNTY-  AL/CLAY
 DG3800  USGS QUAD   -  MILLERVILLE (1983)
 DG3800
 DG3800                         *CURRENT SURVEY CONTROL
 DG3800  ___________________________________________________________________
 DG3800* NAD 83(1992)-  33 13 05.92601(N)    085 58 33.43967(W)     ADJUSTED  
 DG3800* NAVD 88     -       277.0    (meters)     909.     (feet)  GPS OBS   
 DG3800  ___________________________________________________________________
 DG3800  X           -     374,837.272 (meters)                     COMP
 DG3800  Y           -  -5,328,288.415 (meters)                     COMP
 DG3800  Z           -   3,474,375.538 (meters)                     COMP
 DG3800  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DG3800  ELLIP HEIGHT-         248.14  (meters)          (07/29/02) GPS OBS
 DG3800  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG3800
 DG3800  HORZ ORDER  -  FIRST
 DG3800  ELLP ORDER  -  FOURTH    CLASS I
 DG3800
 DG3800.The horizontal coordinates were established by GPS observations
 DG3800.and adjusted by the National Geodetic Survey in September 1993..
 DG3800
 DG3800.The orthometric height was determined by GPS observations and a
 DG3800.high-resolution geoid model.
 DG3800
 DG3800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3800
 DG3800.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3800
 DG3800.The ellipsoidal height was determined by GPS observations
 DG3800.and is referenced to NAD 83.
 DG3800
 DG3800.The geoid height was determined by GEOID03.
 DG3800
 DG3800;                    North         East     Units Scale Factor Converg.
 DG3800;SPC AL E     -   301,415.603   186,704.951   MT  0.99996218   -0 04 41.3
 DG3800;UTM  16      - 3,675,956.757   595,427.735   MT  0.99971228   +0 33 39.8
 DG3800
 DG3800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3800!SPC AL E     -   0.99996104  x   0.99996218  =   0.99992323
 DG3800!UTM  16      -   0.99996104  x   0.99971228  =   0.99967334
 DG3800
 DG3800:                Primary Azimuth Mark                     Grid Az
 DG3800:SPC AL E     -  14 43                                    301 42 20.2
 DG3800:UTM  16      -  14 43                                    301 03 59.1
 DG3800
 DG3800|---------------------------------------------------------------------|
 DG3800| PID    Reference Object                     Distance      Geod. Az  |
 DG3800|                                                           dddmmss.s |
 DG3800| DG3801 14 43                               419.767 METERS 3013738.9 |
 DG3800|---------------------------------------------------------------------|
 DG3800
 DG3800                          SUPERSEDED SURVEY CONTROL
 DG3800
 DG3800  ELLIP H (09/27/93)  248.20   (m)                       GP(       ) 4 1
 DG3800
 DG3800.Superseded values are not recommended for survey control.
 DG3800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3800.See file dsdata.txt to determine how the superseded data were derived.
 DG3800
 DG3800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9542875957(NAD 83)
 DG3800_MARKER: DD = SURVEY DISK
 DG3800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3800_SP_SET: CONCRETE POST
 DG3800_STAMPING: 14-42 1992
 DG3800_MARK LOGO: ALHD  
 DG3800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3800+STABILITY: SURFACE MOTION
 DG3800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3800+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3800
 DG3800  HISTORY     - Date     Condition        Report By
 DG3800  HISTORY     - 1992     MONUMENTED       ALHD
 DG3800
 DG3800                          STATION DESCRIPTION
 DG3800
 DG3800'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3800'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3800'CLAY COUNTY ROAD NO. 18, ABOUT 3.40 MI (5.47 KM) NORTHWEST OF
 DG3800'MILLERVILLE AND ABOUT 9.00 MI (14.48 KM) SOUTHWEST OF ASHLAND.
 DG3800'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 148 (MILE POST
 DG3800'20.20 ON ALA 148 AND MILE POST 174.85 ON ALA 9) IN MILLERVILLE, DRIVE
 DG3800'WEST ON ALA 148 FOR 1.50 MI (2.41 KM) TO MILE POST 18.70 AND CLAY
 DG3800'COUNTY ROAD NO. 18 ON THE RIGHT, TURN RIGHT ON CLAY COUNTY ROAD NO.
 DG3800'18 AND DRIVE NORTHWEST FOR 1.95 MI (3.14 KM) TO OAK HILL CHURCH ON
 DG3800'THE RIGHT, CONTINUE NORTHWEST ON CLAY COUNTY ROAD NO. 18 FOR 0.15 MI
 DG3800'(0.24 KM) TO THE STATION ON THE LEFT.
 DG3800'THE STATION IS 2.8 FT (0.9 M) NORTH-NORTHEAST OF A FIVE STRAND BARBED
 DG3800'WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 39.5 FT (12.0 M)
 DG3800'SOUTH-SOUTHWEST OF THE CENTERLINE OF CLAY COUNTY ROAD NO. 18, 64.5 FT
 DG3800'(19.7 M) EAST-SOUTHEAST OF THE EAST POST OF A WIRE CATTLE GATE, 69.5
 DG3800'FT (21.2 M) SOUTHEAST OF THE EAST END OF A FIFTEEN-INCH CONCRETE PIPE
 DG3800'UNDER A FIELD ROAD, 2.6 FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS
 DG3800'POST, AND SET FLUSH WITH THE GROUND.
 DG3800'STATION 14-43 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3801 ***********************************************************************
 DG3801  DESIGNATION -  14 43
 DG3801  PID         -  DG3801
 DG3801  STATE/COUNTY-  AL/CLAY
 DG3801  USGS QUAD   -  MILLERVILLE (1983)
 DG3801
 DG3801                         *CURRENT SURVEY CONTROL
 DG3801  ___________________________________________________________________
 DG3801* NAD 83(1992)-  33 13 13.07083(N)    085 58 47.24263(W)     ADJUSTED  
 DG3801* NAVD 88     -       298.2    (meters)     978.     (feet)  GPS OBS   
 DG3801  ___________________________________________________________________
 DG3801  X           -     374,473.501 (meters)                     COMP
 DG3801  Y           -  -5,328,210.930 (meters)                     COMP
 DG3801  Z           -   3,474,571.338 (meters)                     COMP
 DG3801  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DG3801  ELLIP HEIGHT-         269.40  (meters)          (07/29/02) GPS OBS
 DG3801  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG3801
 DG3801  HORZ ORDER  -  FIRST
 DG3801  ELLP ORDER  -  FOURTH    CLASS I
 DG3801
 DG3801.The horizontal coordinates were established by GPS observations
 DG3801.and adjusted by the National Geodetic Survey in September 1993..
 DG3801
 DG3801.The orthometric height was determined by GPS observations and a
 DG3801.high-resolution geoid model.
 DG3801
 DG3801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3801
 DG3801.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3801
 DG3801.The ellipsoidal height was determined by GPS observations
 DG3801.and is referenced to NAD 83.
 DG3801
 DG3801.The geoid height was determined by GEOID03.
 DG3801
 DG3801;                    North         East     Units Scale Factor Converg.
 DG3801;SPC AL E     -   301,636.206   186,347.844   MT  0.99996230   -0 04 48.9
 DG3801;UTM  16      - 3,676,173.308   595,068.280   MT  0.99971143   +0 33 32.3
 DG3801
 DG3801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3801!SPC AL E     -   0.99995771  x   0.99996230  =   0.99992001
 DG3801!UTM  16      -   0.99995771  x   0.99971143  =   0.99966915
 DG3801
 DG3801:                Primary Azimuth Mark                     Grid Az
 DG3801:SPC AL E     -  14 42                                    121 42 20.3
 DG3801:UTM  16      -  14 42                                    121 03 59.1
 DG3801
 DG3801|---------------------------------------------------------------------|
 DG3801| PID    Reference Object                     Distance      Geod. Az  |
 DG3801|                                                           dddmmss.s |
 DG3801| DG3800 14 42                               419.767 METERS 1213731.4 |
 DG3801|---------------------------------------------------------------------|
 DG3801
 DG3801                          SUPERSEDED SURVEY CONTROL
 DG3801
 DG3801  ELLIP H (09/27/93)  269.47   (m)                       GP(       ) 4 1
 DG3801
 DG3801.Superseded values are not recommended for survey control.
 DG3801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3801.See file dsdata.txt to determine how the superseded data were derived.
 DG3801
 DG3801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9506876173(NAD 83)
 DG3801_MARKER: DD = SURVEY DISK
 DG3801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3801_SP_SET: CONCRETE POST
 DG3801_STAMPING: 14-43 1992
 DG3801_MARK LOGO: ALHD  
 DG3801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3801+STABILITY: SURFACE MOTION
 DG3801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3801+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3801
 DG3801  HISTORY     - Date     Condition        Report By
 DG3801  HISTORY     - 1992     MONUMENTED       ALHD
 DG3801
 DG3801                          STATION DESCRIPTION
 DG3801
 DG3801'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3801'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3801'CLAY COUNTY ROAD NO. 18, ABOUT 3.70 MI (5.95 KM) NORTHWEST OF
 DG3801'MILLERVILLE AND ABOUT 9.10 MI (14.64 KM) SOUTHWEST OF ASHLAND.
 DG3801'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 148 (MILE POST
 DG3801'20.20 ON ALA 148 AND MILE POST 174.85 ON ALA 9) IN MILLERVILLE, DRIVE
 DG3801'WEST ON ALA 148 FOR 1.50 MI (2.41 KM) TO MILE POST 18.70 AND CLAY
 DG3801'COUNTY ROAD NO. 18 ON THE RIGHT, TURN RIGHT ON CLAY COUNTY ROAD NO.
 DG3801'18 AND DRIVE NORTHWEST FOR 1.95 MI (3.14 KM) TO OAK HILL CHURCH ON
 DG3801'THE RIGHT, CONTINUE NORTHWEST ON CLAY COUNTY ROAD NO. 18 FOR 0.40 MI
 DG3801'(0.64 KM) TO THE STATION ON THE RIGHT.
 DG3801'THE STATION IS 29.0 FT (8.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 DG3801'CLAY COUNTY ROAD NO. 18, 68.1 FT (20.8 M) WEST-NORTHWEST OF A POWER
 DG3801'POLE, 91.0 FT (27.7 M) NORTHWEST OF THE CENTER OF THE INTERSECTION OF
 DG3801'CLAY COUNTY ROAD NO. 18 AND A GRAVEL ROAD LEADING SOUTHWEST TO A
 DG3801'SMALL CEMETARY, 2.4 FT (0.7 M) SOUTHWEST OF THE CARSONITE WITNESS
 DG3801'POST, AND SET FLUSH WITH THE GROUND.
 DG3801'STATION 14-42 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3715 ***********************************************************************
 DG3715  DESIGNATION -  14 5
 DG3715  PID         -  DG3715
 DG3715  STATE/COUNTY-  AL/CLAY
 DG3715  USGS QUAD   -  CLAIRMONT SPRINGS (1983)
 DG3715
 DG3715                         *CURRENT SURVEY CONTROL
 DG3715  ___________________________________________________________________
 DG3715* NAD 83(1992)-  33 16 26.78062(N)    085 52 41.33630(W)     ADJUSTED  
 DG3715* NAVD 88     -       326.8    (meters)    1072.     (feet)  VERTCON   
 DG3715  ___________________________________________________________________
 DG3715  X           -     383,691.496 (meters)                     COMP
 DG3715  Y           -  -5,324,298.566 (meters)                     COMP
 DG3715  Z           -   3,479,578.212 (meters)                     COMP
 DG3715  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DG3715  ELLIP HEIGHT-         298.02  (meters)          (07/29/02) GPS OBS
 DG3715  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG3715
 DG3715  HORZ ORDER  -  FIRST
 DG3715  ELLP ORDER  -  FOURTH    CLASS I
 DG3715
 DG3715.The horizontal coordinates were established by GPS observations
 DG3715.and adjusted by the National Geodetic Survey in December 1992..
 DG3715
 DG3715.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3715
 DG3715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3715
 DG3715.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3715
 DG3715.The ellipsoidal height was determined by GPS observations
 DG3715.and is referenced to NAD 83.
 DG3715
 DG3715.The geoid height was determined by GEOID03.
 DG3715
 DG3715;                    North         East     Units Scale Factor Converg.
 DG3715;SPC AL E     -   307,595.118   195,825.000   MT  0.99996021   -0 01 28.5
 DG3715;UTM  16      - 3,682,236.209   604,476.076   MT  0.99973457   +0 36 56.0
 DG3715
 DG3715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3715!SPC AL E     -   0.99995321  x   0.99996021  =   0.99991343
 DG3715!UTM  16      -   0.99995321  x   0.99973457  =   0.99968780
 DG3715
 DG3715:                Primary Azimuth Mark                     Grid Az
 DG3715:SPC AL E     -  14 6                                     092 46 23.6
 DG3715:UTM  16      -  14 6                                     092 07 59.1
 DG3715
 DG3715|---------------------------------------------------------------------|
 DG3715| PID    Reference Object                     Distance      Geod. Az  |
 DG3715|                                                           dddmmss.s |
 DG3715| DG3716 14 6                                476.243 METERS 0924455.1 |
 DG3715|---------------------------------------------------------------------|
 DG3715
 DG3715                          SUPERSEDED SURVEY CONTROL
 DG3715
 DG3715  ELLIP H (12/04/92)  298.11   (m)                       GP(       ) 4 1
 DG3715  NAD 83(1986)-  33 16 26.78668(N)    085 52 41.33594(W) AD(       ) 1
 DG3715  NGVD 29 (12/04/92)  326.7    (m)         1072.     (f) GPS OBS        
 DG3715
 DG3715.Superseded values are not recommended for survey control.
 DG3715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3715.See file dsdata.txt to determine how the superseded data were derived.
 DG3715
 DG3715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0447682236(NAD 83)
 DG3715_MARKER: DD = SURVEY DISK
 DG3715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3715_SP_SET: CONCRETE POST
 DG3715_STAMPING: 14-5 1991
 DG3715_MARK LOGO: ALHD  
 DG3715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3715+STABILITY: SURFACE MOTION
 DG3715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3715+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3715
 DG3715  HISTORY     - Date     Condition        Report By
 DG3715  HISTORY     - 1991     MONUMENTED       ALHD
 DG3715
 DG3715                          STATION DESCRIPTION
 DG3715
 DG3715'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3715'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTH RIGHT OF WAY OF ALA
 DG3715'77, 2.6 MI (4.2 KM) WEST OF ASHLAND AND ABOUT 16.8 MI (27.0 KM)
 DG3715'SOUTHEAST OF TALLADEGA.
 DG3715'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 SOUTH AND ALA 77 NORTH
 DG3715'(MILE POST 40.35 ON ALA 77) AT THE SOUTHWEST CORNER OF THE COURTHOUSE
 DG3715'SQUARE IN ASHLAND, DRIVE WEST ON ALA 77 FOR 2.50 MI (4.02 KM) TO MILE
 DG3715'POST 42.85 AND THE STATION ON THE LEFT.
 DG3715'THE STATION IS 57.3 FT (17.5 M) SOUTH OF THE CENTERLINE OF ALA 77,
 DG3715'61.2 FT (18.7 M) WEST-SOUTHWEST OF THE WEST END OF AN 18-INCH
 DG3715'CONCRETE PIPE UNDER A DRIVEWAY, 62.1 FT (18.9 M) EAST-SOUTHEAST OF A
 DG3715'STOP SIGN, 70.5 FT (21.5 M) EAST-NORTHEAST OF TELEPHONE CABLE
 DG3715'PEDESTAL NO. 4 44, 77.5 FT (23.6 M) WEST OF THE CENTER OF A GRAVEL
 DG3715'DRIVEWAY, 85.1 FT (25.9 M) EAST-NORTHEAST OF A FIRE HYDRANT, 96.1 FT
 DG3715'(29.3 M) SOUTHEAST OF THE NORTEAST CORNER OF A CONCRETE TRAFFIC
 DG3715'ISLAND, 2.6 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 DG3715'FLUSH WITH THE GROUND.
 DG3715'STATION 14-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3716 ***********************************************************************
 DG3716  DESIGNATION -  14 6
 DG3716  PID         -  DG3716
 DG3716  STATE/COUNTY-  AL/CLAY
 DG3716  USGS QUAD   -  LINEVILLE WEST (1980)
 DG3716
 DG3716                         *CURRENT SURVEY CONTROL
 DG3716  ___________________________________________________________________
 DG3716* NAD 83(1992)-  33 16 26.03895(N)    085 52 22.95461(W)     ADJUSTED  
 DG3716* NAVD 88     -       324.5    (meters)    1065.     (feet)  VERTCON   
 DG3716  ___________________________________________________________________
 DG3716  X           -     384,166.744 (meters)                     COMP
 DG3716  Y           -  -5,324,274.938 (meters)                     COMP
 DG3716  Z           -   3,479,557.846 (meters)                     COMP
 DG3716  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DG3716  ELLIP HEIGHT-         295.72  (meters)          (07/29/02) GPS OBS
 DG3716  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG3716
 DG3716  HORZ ORDER  -  FIRST
 DG3716  ELLP ORDER  -  FOURTH    CLASS I
 DG3716
 DG3716.The horizontal coordinates were established by GPS observations
 DG3716.and adjusted by the National Geodetic Survey in December 1992..
 DG3716
 DG3716.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3716
 DG3716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3716
 DG3716.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3716
 DG3716.The ellipsoidal height was determined by GPS observations
 DG3716.and is referenced to NAD 83.
 DG3716
 DG3716.The geoid height was determined by GEOID03.
 DG3716
 DG3716;                    North         East     Units Scale Factor Converg.
 DG3716;SPC AL E     -   307,572.077   196,300.665   MT  0.99996017   -0 01 18.4
 DG3716;UTM  16      - 3,682,218.487   604,951.862   MT  0.99973580   +0 37 06.1
 DG3716
 DG3716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3716!SPC AL E     -   0.99995358  x   0.99996017  =   0.99991375
 DG3716!UTM  16      -   0.99995358  x   0.99973580  =   0.99968939
 DG3716
 DG3716:                Primary Azimuth Mark                     Grid Az
 DG3716:SPC AL E     -  14 5                                     272 46 23.6
 DG3716:UTM  16      -  14 5                                     272 07 59.1
 DG3716
 DG3716|---------------------------------------------------------------------|
 DG3716| PID    Reference Object                     Distance      Geod. Az  |
 DG3716|                                                           dddmmss.s |
 DG3716| DG3715 14 5                                476.243 METERS 2724505.2 |
 DG3716|---------------------------------------------------------------------|
 DG3716
 DG3716                          SUPERSEDED SURVEY CONTROL
 DG3716
 DG3716  ELLIP H (12/04/92)  295.80   (m)                       GP(       ) 4 1
 DG3716  NAD 83(1986)-  33 16 26.04500(N)    085 52 22.95425(W) AD(       ) 1
 DG3716  NGVD 29 (12/04/92)  324.4    (m)         1064.     (f) GPS OBS        
 DG3716
 DG3716.Superseded values are not recommended for survey control.
 DG3716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3716.See file dsdata.txt to determine how the superseded data were derived.
 DG3716
 DG3716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0495282218(NAD 83)
 DG3716_MARKER: DD = SURVEY DISK
 DG3716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3716_SP_SET: CONCRETE POST
 DG3716_STAMPING: 14-6 1991
 DG3716_MARK LOGO: ALHD  
 DG3716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3716+STABILITY: SURFACE MOTION
 DG3716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3716+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3716
 DG3716  HISTORY     - Date     Condition        Report By
 DG3716  HISTORY     - 1991     MONUMENTED       ALHD
 DG3716
 DG3716                          STATION DESCRIPTION
 DG3716
 DG3716'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3716'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTH RIGHT OF WAY OF ALA
 DG3716'77, 2.3 MI (3.7 KM) WEST OF ASHLAND AND ABOUT 17.1 MI (27.5 KM)
 DG3716'SOUTHEAST OF TALLADEGA.
 DG3716'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 SOUTH AND ALA 77 NORTH
 DG3716'(MILE POST 40.35 ON ALA 77) AT THE SOUTHWEST CORNER OF THE COURTHOUSE
 DG3716'SQUARE IN ASHLAND, DRIVE WEST ON ALA 77 FOR 2.20 MI (3.54 KM) TO MILE
 DG3716'POST 42.55 AND THE STATION ON THE RIGHT.
 DG3716'THE STATION IS 12.6 FT (3.8 M) SOUTH OF A HOG WIRE FENCE WITH ONE
 DG3716'STRAND OF BARBEWD WIRE ON TREATED WOOD POSTS, 71.9 FT (21.9 M) NORTH
 DG3716'OF THE CENTERLINE OF ALA 77, 97.5 FT (29.7 M) EAST-SOUTHEAST OF THE
 DG3716'SOUTHWEST CORNER OF THE FENCE, 120.0 FT (36.6 M) EAST OF THE CENTER
 DG3716'OF A PAVED DRIVEWAY, 12.3 FT (3.7 M) SOUTH OF A CARSONITE WITNESS
 DG3716'POST, AND SET FLUSH WITH THE GROUND.
 DG3716'STATION 14-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3717 ***********************************************************************
 DG3717  DESIGNATION -  14 7
 DG3717  PID         -  DG3717
 DG3717  STATE/COUNTY-  AL/CLAY
 DG3717  USGS QUAD   -  MELLOW VALLEY (1969)
 DG3717
 DG3717                         *CURRENT SURVEY CONTROL
 DG3717  ___________________________________________________________________
 DG3717* NAD 83(1992)-  33 14 34.84031(N)    085 40 37.50609(W)     ADJUSTED  
 DG3717* NAVD 88     -       250.7    (meters)     823.     (feet)  VERTCON   
 DG3717  ___________________________________________________________________
 DG3717  X           -     402,511.029 (meters)                     COMP
 DG3717  Y           -  -5,324,741.677 (meters)                     COMP
 DG3717  Z           -   3,476,652.440 (meters)                     COMP
 DG3717  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DG3717  ELLIP HEIGHT-         221.68  (meters)          (07/29/02) GPS OBS
 DG3717  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DG3717
 DG3717  HORZ ORDER  -  FIRST
 DG3717  ELLP ORDER  -  FOURTH    CLASS I
 DG3717
 DG3717.The horizontal coordinates were established by GPS observations
 DG3717.and adjusted by the National Geodetic Survey in December 1992..
 DG3717
 DG3717.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3717
 DG3717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3717
 DG3717.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3717
 DG3717.The ellipsoidal height was determined by GPS observations
 DG3717.and is referenced to NAD 83.
 DG3717
 DG3717.The geoid height was determined by GEOID03.
 DG3717
 DG3717;                    North         East     Units Scale Factor Converg.
 DG3717;SPC AL E     -   304,156.579   214,561.171   MT  0.99996261   +0 05 08.4
 DG3717;UTM  16      - 3,679,007.778   623,245.716   MT  0.99978728   +0 43 31.1
 DG3717
 DG3717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3717!SPC AL E     -   0.99996520  x   0.99996261  =   0.99992781
 DG3717!UTM  16      -   0.99996520  x   0.99978728  =   0.99975249
 DG3717
 DG3717:                Primary Azimuth Mark                     Grid Az
 DG3717:SPC AL E     -  14 8                                     042 32 20.8
 DG3717:UTM  16      -  14 8                                     041 53 58.1
 DG3717
 DG3717|---------------------------------------------------------------------|
 DG3717| PID    Reference Object                     Distance      Geod. Az  |
 DG3717|                                                           dddmmss.s |
 DG3717| DG3718 14 8                                433.972 METERS 0423729.2 |
 DG3717|---------------------------------------------------------------------|
 DG3717
 DG3717                          SUPERSEDED SURVEY CONTROL
 DG3717
 DG3717  ELLIP H (12/04/92)  221.77   (m)                       GP(       ) 4 1
 DG3717  NAD 83(1986)-  33 14 34.84599(N)    085 40 37.50302(W) AD(       ) 1
 DG3717  NGVD 29 (12/04/92)  250.6    (m)          822.     (f) GPS OBS        
 DG3717
 DG3717.Superseded values are not recommended for survey control.
 DG3717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3717.See file dsdata.txt to determine how the superseded data were derived.
 DG3717
 DG3717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2324679008(NAD 83)
 DG3717_MARKER: DD = SURVEY DISK
 DG3717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3717_SP_SET: CONCRETE POST
 DG3717_STAMPING: 14-7 1991
 DG3717_MARK LOGO: ALHD  
 DG3717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3717+STABILITY: SURFACE MOTION
 DG3717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3717+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3717
 DG3717  HISTORY     - Date     Condition        Report By
 DG3717  HISTORY     - 1991     MONUMENTED       ALHD
 DG3717
 DG3717                          STATION DESCRIPTION
 DG3717
 DG3717'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3717'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 DG3717'A CLAY COUNTY PAVED ROAD, ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF
 DG3717'LINEVILLE AND ABOUT 12.1 MI (19.5 KM) SOUTHWEST OF WEDOWEE.
 DG3717'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3717'60.05 ON ALA 49) IN LINEVILLE, DRIVE SOUTH ON ALA 49 FOR 4.15 MI
 DG3717'(6.68 KM) TO MILE POST 55.90 AND CLAY COUNTY ROAD NO. 30 ON THE LEFT,
 DG3717'TURN LEFT ON CLAY COUNTY ROAD NO. 30 AND DRIVE EAST FOR 5.25 MI
 DG3717'(8.45 KM) TO A PAVED ROAD ON THE RIGHT AT CRAGFORD BAPTIST CHURCH,
 DG3717'CONTINUE SOUTHEAST AND THEN SOUTHWEST FOR 0.70 MI (1.13 KM) TO THE
 DG3717'STATION ON THE LEFT.
 DG3717'THE STATION IS 35.0 FT (10.7 M) SOUTHEAST OF THE CENTER OF THE PAVED
 DG3717'COUNTY ROAD, 115.0 FT (35.1 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE
 DG3717'PEDESTAL NO. 6 LP 7 ACROSS THE COUNTY PAVED ROAD, 149.5 FT (45.6 M)
 DG3717'SOUTH-SOUTHWEST OF POWER POLE NO. 17 ACROSS THE COUNTY PAVED ROAD, 2.3
 DG3717'FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 DG3717'THE GROUND.
 DG3717'STATION 14-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3718 ***********************************************************************
 DG3718  DESIGNATION -  14 8
 DG3718  PID         -  DG3718
 DG3718  STATE/COUNTY-  AL/CLAY
 DG3718  USGS QUAD   -  MELLOW VALLEY (1969)
 DG3718
 DG3718                         *CURRENT SURVEY CONTROL
 DG3718  ___________________________________________________________________
 DG3718* NAD 83(1992)-  33 14 45.20495(N)    085 40 26.15354(W)     ADJUSTED  
 DG3718* NAVD 88     -       251.3    (meters)     824.     (feet)  VERTCON   
 DG3718  ___________________________________________________________________
 DG3718  X           -     402,790.928 (meters)                     COMP
 DG3718  Y           -  -5,324,545.457 (meters)                     COMP
 DG3718  Z           -   3,476,919.833 (meters)                     COMP
 DG3718  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 DG3718  ELLIP HEIGHT-         222.28  (meters)          (07/29/02) GPS OBS
 DG3718  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DG3718
 DG3718  HORZ ORDER  -  FIRST
 DG3718  ELLP ORDER  -  FOURTH    CLASS I
 DG3718
 DG3718.The horizontal coordinates were established by GPS observations
 DG3718.and adjusted by the National Geodetic Survey in December 1992..
 DG3718
 DG3718.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3718
 DG3718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3718
 DG3718.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3718
 DG3718.The ellipsoidal height was determined by GPS observations
 DG3718.and is referenced to NAD 83.
 DG3718
 DG3718.The geoid height was determined by GEOID03.
 DG3718
 DG3718;                    North         East     Units Scale Factor Converg.
 DG3718;SPC AL E     -   304,476.324   214,854.566   MT  0.99996272   +0 05 14.6
 DG3718;UTM  16      - 3,679,330.722   623,535.472   MT  0.99978816   +0 43 37.5
 DG3718
 DG3718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3718!SPC AL E     -   0.99996510  x   0.99996272  =   0.99992783
 DG3718!UTM  16      -   0.99996510  x   0.99978816  =   0.99975327
 DG3718
 DG3718:                Primary Azimuth Mark                     Grid Az
 DG3718:SPC AL E     -  14 7                                     222 32 20.8
 DG3718:UTM  16      -  14 7                                     221 53 57.9
 DG3718
 DG3718|---------------------------------------------------------------------|
 DG3718| PID    Reference Object                     Distance      Geod. Az  |
 DG3718|                                                           dddmmss.s |
 DG3718| DG3717 14 7                                433.972 METERS 2223735.4 |
 DG3718|---------------------------------------------------------------------|
 DG3718
 DG3718                          SUPERSEDED SURVEY CONTROL
 DG3718
 DG3718  ELLIP H (12/04/92)  222.37   (m)                       GP(       ) 4 1
 DG3718  NAD 83(1986)-  33 14 45.21062(N)    085 40 26.15047(W) AD(       ) 1
 DG3718  NGVD 29 (12/04/92)  251.2    (m)          824.     (f) GPS OBS        
 DG3718
 DG3718.Superseded values are not recommended for survey control.
 DG3718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3718.See file dsdata.txt to determine how the superseded data were derived.
 DG3718
 DG3718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2353579331(NAD 83)
 DG3718_MARKER: DD = SURVEY DISK
 DG3718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3718_SP_SET: CONCRETE POST
 DG3718_STAMPING: 14-8 1991
 DG3718_MARK LOGO: ALHD  
 DG3718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3718+STABILITY: SURFACE MOTION
 DG3718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3718+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DG3718
 DG3718  HISTORY     - Date     Condition        Report By
 DG3718  HISTORY     - 1991     MONUMENTED       ALHD
 DG3718  HISTORY     - 20040901 GOOD             JCLS
 DG3718
 DG3718                          STATION DESCRIPTION
 DG3718
 DG3718'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3718'THE STATION IS LOCATED IN CLAY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 DG3718'A CLAY COUNTY PAVED ROAD, ABOUT 6.4 MI (10.3 KM) SOUTHEAST OF
 DG3718'LINEVILLE AND ABOUT 11.8 MI (19.0 KM) SOUTHWEST OF WEDOWEE.
 DG3718'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 49 (MILE POST
 DG3718'60.05 ON ALA 49) IN LINEVILLE, DRIVE SOUTH ON ALA 49 FOR 4.15 MI
 DG3718'(6.68 KM) TO MILE POST 55.90 AND CLAY COUNTY ROAD NO. 30 ON THE LEFT,
 DG3718'TURN LEFT ON CLAY COUNTY ROAD NO. 30 AND DRIVE EAST FOR 5.25 MI
 DG3718'(8.45 KM) TO A PAVED ROAD ON THE RIGHT AT CRAGFORD BAPTIST CHURCH,
 DG3718'CONTINUE SOUTHEAST AND THEN SOUTHWEST FOR 0.40 MI (0.64 KM) TO THE
 DG3718'STATION ON THE LEFT.
 DG3718'THE STATION IS 4.8 FT (1.5 M) EAST-SOUTHEAST OF A SHORT SUPPORT POST
 DG3718'FOR TELEPHONE CABLE PEDESTAL NO. 6 50, 20.5 FT (6.2 M) EAST-NORTHEAST
 DG3718'OF THE NORTH END OF A 12-INCH CONCRETE PIPE UNDER A DRIVEWAY, 21.5 FT
 DG3718'(6.6 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 36.5 FT (11.1 M)
 DG3718'EAST-SOUTHEAST OF THE CENTER OF THE PAVED COUNTY ROAD, 2.5 FT (0.8 M)
 DG3718'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3718'STATION 14-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3718
 DG3718                          STATION RECOVERY (2004)
 DG3718
 DG3718'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DG3718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2880 ***********************************************************************
 DH2880  DESIGNATION -  14 9
 DH2880  PID         -  DH2880
 DH2880  STATE/COUNTY-  AL/CLAY
 DH2880  USGS QUAD   -  HOLLINS (1984)
 DH2880
 DH2880                         *CURRENT SURVEY CONTROL
 DH2880  ___________________________________________________________________
 DH2880* NAD 83(1992)-  33 06 40.43475(N)    086 08 49.38517(W)     ADJUSTED  
 DH2880* NAVD 88     -       243.5    (meters)     799.     (feet)  GPS OBS   
 DH2880  ___________________________________________________________________
 DH2880  X           -     359,359.034 (meters)                     COMP
 DH2880  Y           -  -5,335,838.230 (meters)                     COMP
 DH2880  Z           -   3,464,415.312 (meters)                     COMP
 DH2880  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DH2880  ELLIP HEIGHT-         214.50  (meters)          (07/29/02) GPS OBS
 DH2880  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DH2880
 DH2880  HORZ ORDER  -  FIRST
 DH2880  ELLP ORDER  -  FOURTH    CLASS I
 DH2880
 DH2880.The horizontal coordinates were established by GPS observations
 DH2880.and adjusted by the National Geodetic Survey in September 1993..
 DH2880
 DH2880.The orthometric height was determined by GPS observations and a
 DH2880.high-resolution geoid model.
 DH2880
 DH2880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2880
 DH2880.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2880
 DH2880.The ellipsoidal height was determined by GPS observations
 DH2880.and is referenced to NAD 83.
 DH2880
 DH2880.The geoid height was determined by GEOID03.
 DH2880
 DH2880;                    North         East     Units Scale Factor Converg.
 DH2880;SPC AL E     -   289,574.738   170,719.990   MT  0.99997057   -0 10 16.9
 DH2880;UTM  16      - 3,663,941.822   579,579.965   MT  0.99967808   +0 27 57.5
 DH2880
 DH2880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2880!SPC AL E     -   0.99996632  x   0.99997057  =   0.99993690
 DH2880!UTM  16      -   0.99996632  x   0.99967808  =   0.99964442
 DH2880
 DH2880:                Primary Azimuth Mark                     Grid Az
 DH2880:SPC AL E     -  14 10                                    288 45 45.2
 DH2880:UTM  16      -  14 10                                    288 07 30.8
 DH2880
 DH2880|---------------------------------------------------------------------|
 DH2880| PID    Reference Object                     Distance      Geod. Az  |
 DH2880|                                                           dddmmss.s |
 DH2880| DH2876 14 10                               407.315 METERS 2883528.3 |
 DH2880|---------------------------------------------------------------------|
 DH2880
 DH2880                          SUPERSEDED SURVEY CONTROL
 DH2880
 DH2880  ELLIP H (09/27/93)  214.49   (m)                       GP(       ) 4 1
 DH2880
 DH2880.Superseded values are not recommended for survey control.
 DH2880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2880.See file dsdata.txt to determine how the superseded data were derived.
 DH2880
 DH2880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7958063942(NAD 83)
 DH2880_MARKER: DD = SURVEY DISK
 DH2880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2880_SP_SET: CONCRETE POST
 DH2880_STAMPING: 14-9 1992
 DH2880_MARK LOGO: ALHD  
 DH2880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2880+STABILITY: SURFACE MOTION
 DH2880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2880+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DH2880
 DH2880  HISTORY     - Date     Condition        Report By
 DH2880  HISTORY     - 1992     MONUMENTED       ALHD
 DH2880  HISTORY     - 20040901 GOOD             JCLS
 DH2880
 DH2880                          STATION DESCRIPTION
 DH2880
 DH2880'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2880'THE STATION IS LOCATED IN CLAY COUNTY ON THE NORTH RIGHT OF WAY OF
 DH2880'CLAY COUNTY ROAD NO. 511, ABOUT 6.20 MI (9.98 KM) NORTHWEST OF
 DH2880'GOODWATER AND ABOUT 13.70 MI (22.05 KM) WEST-SOUTHWEST OF
 DH2880'MILLERVILLE.
 DH2880'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND CLAY COUNTY ROAD
 DH2880'NO. 511 (MILE POST 163.20 ON ALA 9) AT A TRAFFIC LIGHT IN GOODWATER,
 DH2880'DRIVE NORTHWEST ON COOSA COUNTY ROAD NO. 511 FOR 5.10 MI (8.21 KM) TO
 DH2880'THE CLAY-COOSA COUNTY LINE, CONTINUE NORTHWEST ON CLAY COUNTY ROAD
 DH2880'NO. 511 FOR 1.45 MI (2.33 KM) TO THE STATION ON THE RIGHT.
 DH2880'THE STATION IS 21.9 FT (6.7 M) SOUTH OF A FOUR STRAND BARBED WIRE
 DH2880'FENCE ON WHITE TOP, GREEN STEEL POSTS, 38.5 FT (11.7 M)
 DH2880'SOUTH-SOUTHEAST OF THE EAST END OF THE EAST CONCRETE PUMP ISLAND OF AN
 DH2880'ABANDONED SERVICE STATION, 39.0 FT (11.9 M) NORTH OF THE CENTERLINE
 DH2880'OF CLAY COUNTY ROAD NO. 511, 123.3 FT (37.6 M) EAST OF A BURIED CABLE
 DH2880'WARNING SIGN, 21.5 FT (6.6 M) SOUTHWEST OF A CARSONITE WITNESS POST
 DH2880'AND SET FLUSH WITH THE GROUND.
 DH2880'STATION 14-10 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2880
 DH2880                          STATION RECOVERY (2004)
 DH2880
 DH2880'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DH2880'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0415 ***********************************************************************
 BU0415  DESIGNATION -  140
 BU0415  PID         -  BU0415
 BU0415  STATE/COUNTY-  AL/ESCAMBIA
 BU0415  USGS QUAD   -  DAMASCUS (1982)
 BU0415
 BU0415                         *CURRENT SURVEY CONTROL
 BU0415  ___________________________________________________________________
 BU0415* NAD 83(1986)-  31 09 33.     (N)    086 49 22.     (W)     SCALED    
 BU0415* NAVD 88     -        39.759  (meters)     130.44   (feet)  ADJUSTED  
 BU0415  ___________________________________________________________________
 BU0415  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BU0415  DYNAMIC HT  -          39.710 (meters)     130.28  (feet)  COMP
 BU0415  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 BU0415
 BU0415  VERT ORDER  -  SECOND    CLASS 0
 BU0415
 BU0415.The horizontal coordinates were scaled from a topographic map and have
 BU0415.an estimated accuracy of +/- 6 seconds.
 BU0415
 BU0415.The orthometric height was determined by differential leveling
 BU0415.and adjusted by the National Geodetic Survey in June 1991..
 BU0415
 BU0415.The geoid height was determined by GEOID03.
 BU0415
 BU0415.The dynamic height is computed by dividing the NAVD 88
 BU0415.geopotential number by the normal gravity value computed on the
 BU0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0415.degrees latitude (g = 980.6199 gals.).
 BU0415
 BU0415.The modeled gravity was interpolated from observed gravity values.
 BU0415
 BU0415;                    North         East    Units  Estimated Accuracy
 BU0415;SPC AL W     -   128,700.      664,570.      MT  (+/- 180 meters Scaled)
 BU0415
 BU0415                          SUPERSEDED SURVEY CONTROL
 BU0415
 BU0415  NGVD 29 (??/??/92)   39.789  (m)          130.54   (f) ADJ UNCH    2 0
 BU0415
 BU0415.Superseded values are not recommended for survey control.
 BU0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0415.See file dsdata.txt to determine how the superseded data were derived.
 BU0415
 BU0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV168472(NAD 83)
 BU0415_MARKER: DD = SURVEY DISK
 BU0415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0415_STAMPING: 140
 BU0415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0415+STABILITY: SURFACE MOTION
 BU0415
 BU0415  HISTORY     - Date     Condition        Report By
 BU0415  HISTORY     - UNK      MONUMENTED       ALGS
 BU0415  HISTORY     - 1955     GOOD             NGS
 BU0415
 BU0415                          STATION DESCRIPTION
 BU0415
 BU0415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0415'18.0 MI NE FROM BREWTON.
 BU0415'18.0 MILES NORTHEAST ALONG U. S. HIGHWAY 29 FROM THE LOUISVILLE AND
 BU0415'NASHVILLE RAILROAD STATION AT BREWTON, 43 FEET NORTH NORTH-WEST OF THE
 BU0415'CENTER LINE OF THE HIGHWAY, 68 FEET EAST OF THE CENTER LINE OF A DIM
 BU0415'ROAD LEADING NORTH, 122 FEET NORTHEAST AND ACROSS THE DIM ROAD FROM A
 BU0415'POWER POLE WITH A TRANSFORMER, 61 FEET NORTHEAST OF THE NORTHEAST END
 BU0415'OF A TWIN 18-INCH PIPE CULVERT UNDER THE SIDE ROAD, ABOUT LEVEL WITH
 BU0415'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0392 ***********************************************************************
 CO0392  DESIGNATION -  140
 CO0392  PID         -  CO0392
 CO0392  STATE/COUNTY-  AL/CHOCTAW
 CO0392  USGS QUAD   -  BUTLER (1986)
 CO0392
 CO0392                         *CURRENT SURVEY CONTROL
 CO0392  ___________________________________________________________________
 CO0392* NAD 83(1986)-  32 05 13.     (N)    088 14 43.     (W)     SCALED    
 CO0392* NAVD 88     -        42.275  (meters)     138.70   (feet)  ADJUSTED  
 CO0392  ___________________________________________________________________
 CO0392  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CO0392  DYNAMIC HT  -          42.226 (meters)     138.54  (feet)  COMP
 CO0392  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 CO0392
 CO0392  VERT ORDER  -  SECOND    CLASS 0
 CO0392
 CO0392.The horizontal coordinates were scaled from a topographic map and have
 CO0392.an estimated accuracy of +/- 6 seconds.
 CO0392
 CO0392.The orthometric height was determined by differential leveling
 CO0392.and adjusted by the National Geodetic Survey in June 1991..
 CO0392
 CO0392.The geoid height was determined by GEOID03.
 CO0392
 CO0392.The dynamic height is computed by dividing the NAVD 88
 CO0392.geopotential number by the normal gravity value computed on the
 CO0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0392.degrees latitude (g = 980.6199 gals.).
 CO0392
 CO0392.The modeled gravity was interpolated from observed gravity values.
 CO0392
 CO0392;                    North         East    Units  Estimated Accuracy
 CO0392;SPC AL W     -   231,610.      529,650.      MT  (+/- 180 meters Scaled)
 CO0392
 CO0392                          SUPERSEDED SURVEY CONTROL
 CO0392
 CO0392  NGVD 29 (??/??/92)   42.261  (m)          138.65   (f) ADJ UNCH    2 0
 CO0392
 CO0392.Superseded values are not recommended for survey control.
 CO0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0392.See file dsdata.txt to determine how the superseded data were derived.
 CO0392
 CO0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA824507(NAD 83)
 CO0392_MARKER: B = BOLT
 CO0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0392+STABILITY: SURFACE MOTION
 CO0392
 CO0392  HISTORY     - Date     Condition        Report By
 CO0392  HISTORY     - UNK      MONUMENTED       ALHD
 CO0392  HISTORY     - 1935     GOOD             NGS
 CO0392
 CO0392                          STATION DESCRIPTION
 CO0392
 CO0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0392'1.6 MI W FROM BUTLER.
 CO0392'1.6 MILES WEST OF COURTHOUSE AT BUTLER 3 1/2 POLES WEST OF POWER LINE
 CO0392'POLE NO. 100, 35 FEET EAST OF A HOUSE, 30 FEET SOUTH OF CENTERLINE OF
 CO0392'STATE HIGHWAY 10.  AT TOP OF HILL.  TOP OF BOLT SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0414 ***********************************************************************
 BU0414  DESIGNATION -  141
 BU0414  PID         -  BU0414
 BU0414  STATE/COUNTY-  AL/ESCAMBIA
 BU0414  USGS QUAD   -  DAMASCUS (1982)
 BU0414
 BU0414                         *CURRENT SURVEY CONTROL
 BU0414  ___________________________________________________________________
 BU0414* NAD 83(1986)-  31 09 39.     (N)    086 49 02.     (W)     SCALED    
 BU0414* NAVD 88     -        40.704  (meters)     133.54   (feet)  ADJUSTED  
 BU0414  ___________________________________________________________________
 BU0414  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BU0414  DYNAMIC HT  -          40.654 (meters)     133.38  (feet)  COMP
 BU0414  MODELED GRAV-     979,411.3   (mgal)                       NAVD 88
 BU0414
 BU0414  VERT ORDER  -  SECOND    CLASS 0
 BU0414
 BU0414.The horizontal coordinates were scaled from a topographic map and have
 BU0414.an estimated accuracy of +/- 6 seconds.
 BU0414
 BU0414.The orthometric height was determined by differential leveling
 BU0414.and adjusted by the National Geodetic Survey in June 1991..
 BU0414
 BU0414.The geoid height was determined by GEOID03.
 BU0414
 BU0414.The dynamic height is computed by dividing the NAVD 88
 BU0414.geopotential number by the normal gravity value computed on the
 BU0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0414.degrees latitude (g = 980.6199 gals.).
 BU0414
 BU0414.The modeled gravity was interpolated from observed gravity values.
 BU0414
 BU0414;                    North         East    Units  Estimated Accuracy
 BU0414;SPC AL W     -   128,890.      665,100.      MT  (+/- 180 meters Scaled)
 BU0414
 BU0414                          SUPERSEDED SURVEY CONTROL
 BU0414
 BU0414  NGVD 29 (??/??/92)   40.735  (m)          133.64   (f) ADJ UNCH    2 0
 BU0414
 BU0414.Superseded values are not recommended for survey control.
 BU0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0414.See file dsdata.txt to determine how the superseded data were derived.
 BU0414
 BU0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV174474(NAD 83)
 BU0414_MARKER: DD = SURVEY DISK
 BU0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0414_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0414_STAMPING: 141
 BU0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0414+STABILITY: SURFACE MOTION
 BU0414
 BU0414  HISTORY     - Date     Condition        Report By
 BU0414  HISTORY     - UNK      MONUMENTED       ALGS
 BU0414  HISTORY     - 1955     GOOD             NGS
 BU0414
 BU0414                          STATION DESCRIPTION
 BU0414
 BU0414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0414'18.35 MI NE FROM BREWTON.
 BU0414'18.35 MILES NORTHEAST ALONG U. S. HIGHWAY 29 FROM THE LOUISVILLE AND
 BU0414'NASHVILLE RAILROAD STATION AT BREWTON, 38 1/2 FEET SOUTHEAST OF THE
 BU0414'CENTER LINE OF THE HIGHWAY, 23 FEET SOUTHWEST OF CENTER OF GATE AT
 BU0414'ENTRANCE TO AN OLD HOUSE, 56 FEET SOUTHWEST OF A TELEPHONE POLE, 45
 BU0414'FEET SOUTHWEST OF POWER POLE ON BRANCH TO HOUSE, 11 FEET NORTHWEST OF
 BU0414'A TRIPLE TRUNK EVERGREEN TREE, 1/2-FOOT BELOW THE LEVEL OF THE HIGHWAY
 BU0414'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0413 ***********************************************************************
 BU0413  DESIGNATION -  142
 BU0413  PID         -  BU0413
 BU0413  STATE/COUNTY-  AL/ESCAMBIA
 BU0413  USGS QUAD   -  DAMASCUS (1982)
 BU0413
 BU0413                         *CURRENT SURVEY CONTROL
 BU0413  ___________________________________________________________________
 BU0413* NAD 83(1986)-  31 09 52.     (N)    086 48 25.     (W)     SCALED    
 BU0413* NAVD 88     -        39.481  (meters)     129.53   (feet)  ADJUSTED  
 BU0413  ___________________________________________________________________
 BU0413  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BU0413  DYNAMIC HT  -          39.433 (meters)     129.37  (feet)  COMP
 BU0413  MODELED GRAV-     979,414.2   (mgal)                       NAVD 88
 BU0413
 BU0413  VERT ORDER  -  SECOND    CLASS 0
 BU0413
 BU0413.The horizontal coordinates were scaled from a topographic map and have
 BU0413.an estimated accuracy of +/- 6 seconds.
 BU0413
 BU0413.The orthometric height was determined by differential leveling
 BU0413.and adjusted by the National Geodetic Survey in June 1991..
 BU0413
 BU0413.The geoid height was determined by GEOID03.
 BU0413
 BU0413.The dynamic height is computed by dividing the NAVD 88
 BU0413.geopotential number by the normal gravity value computed on the
 BU0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0413.degrees latitude (g = 980.6199 gals.).
 BU0413
 BU0413.The modeled gravity was interpolated from observed gravity values.
 BU0413
 BU0413;                    North         East    Units  Estimated Accuracy
 BU0413;SPC AL W     -   129,290.      666,070.      MT  (+/- 180 meters Scaled)
 BU0413
 BU0413                          SUPERSEDED SURVEY CONTROL
 BU0413
 BU0413  NGVD 29 (??/??/92)   39.512  (m)          129.63   (f) ADJ UNCH    2 0
 BU0413
 BU0413.Superseded values are not recommended for survey control.
 BU0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0413.See file dsdata.txt to determine how the superseded data were derived.
 BU0413
 BU0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV183478(NAD 83)
 BU0413_MARKER: DD = SURVEY DISK
 BU0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0413_STAMPING: 142
 BU0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0413+STABILITY: SURFACE MOTION
 BU0413
 BU0413  HISTORY     - Date     Condition        Report By
 BU0413  HISTORY     - UNK      MONUMENTED       ALGS
 BU0413  HISTORY     - 1955     GOOD             NGS
 BU0413
 BU0413                          STATION DESCRIPTION
 BU0413
 BU0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0413'18.95 MI NE FROM BREWTON.
 BU0413'18.95 MILES NORTHEAST ALONG U. S. HIGHWAY 29 FROM THE LOUISVILLE AND
 BU0413'NASHVILLE RAILROAD STATION AT BREWTON, 0.5 MILE SOUTHWEST OF THE
 BU0413'BRIDGE OVER THE CONECUH RIVER, 0.3 MILE SOUTHWEST OF THE JUNCTION OF A
 BU0413'ROAD NORTH TO BROOKLYN, 36 1/2 FEET NORTH-NORTHWEST OF THE CENTER LINE
 BU0413'OF THE HIGHWAY, 32 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FENCE
 BU0413'AROUND A LARGE WHITE HOUSE, 88 1/2 FEET NORTHEAST OF A POWER POLE WITH
 BU0413'TRANSFORMER AND BRANCHES, 76 FEET NORTH NORTH-WEST AND ACROSS THE
 BU0413'HIGHWAY FROM BENCH MARK G-17, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 BU0413'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0039 ***********************************************************************
 CO0039  DESIGNATION -  144
 CO0039  PID         -  CO0039
 CO0039  STATE/COUNTY-  AL/SUMTER
 CO0039  USGS QUAD   -  EPES EAST (1986)
 CO0039
 CO0039                         *CURRENT SURVEY CONTROL
 CO0039  ___________________________________________________________________
 CO0039* NAD 83(1986)-  32 41 31.     (N)    088 07 29.     (W)     SCALED    
 CO0039* NAVD 88     -        44.038  (meters)     144.48   (feet)  ADJUSTED  
 CO0039  ___________________________________________________________________
 CO0039  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CO0039  DYNAMIC HT  -          43.988 (meters)     144.32  (feet)  COMP
 CO0039  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 CO0039
 CO0039  VERT ORDER  -  FIRST     CLASS II
 CO0039
 CO0039.The horizontal coordinates were scaled from a topographic map and have
 CO0039.an estimated accuracy of +/- 6 seconds.
 CO0039
 CO0039.The orthometric height was determined by differential leveling
 CO0039.and adjusted by the National Geodetic Survey in June 1991..
 CO0039
 CO0039.The geoid height was determined by GEOID03.
 CO0039
 CO0039.The dynamic height is computed by dividing the NAVD 88
 CO0039.geopotential number by the normal gravity value computed on the
 CO0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0039.degrees latitude (g = 980.6199 gals.).
 CO0039
 CO0039.The modeled gravity was interpolated from observed gravity values.
 CO0039
 CO0039;                    North         East    Units  Estimated Accuracy
 CO0039;SPC AL W     -   298,620.      541,420.      MT  (+/- 180 meters Scaled)
 CO0039
 CO0039                          SUPERSEDED SURVEY CONTROL
 CO0039
 CO0039  NGVD 29 (??/??/92)   44.008  (m)          144.38   (f) ADJ UNCH    1 2
 CO0039
 CO0039.Superseded values are not recommended for survey control.
 CO0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0039.See file dsdata.txt to determine how the superseded data were derived.
 CO0039
 CO0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB945176(NAD 83)
 CO0039_MARKER: Q = CHISELED SQUARE
 CO0039_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0039_SP_SET: WARNING SIGNAL
 CO0039_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0039
 CO0039  HISTORY     - Date     Condition        Report By
 CO0039  HISTORY     - UNK      MONUMENTED       USGS
 CO0039  HISTORY     - 1944     GOOD             NGS
 CO0039  HISTORY     - 1974     MARK NOT FOUND   USGS
 CO0039
 CO0039                          STATION DESCRIPTION
 CO0039
 CO0039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CO0039'IN EPES.
 CO0039'AT EPES, SUMTER COUNTY, 53 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 CO0039'SOUTHERN RAILWAY STATION, AT A DIRT-STREET CROSSING, 33 FEET SOUTHWEST
 CO0039'OF THE CENTERLINE OF THE STREET, 11 FEET NORTHWEST OF THE CENTERLINE
 CO0039'OF THE NORTHWEST TRACK, AT A WARNING SIGNAL, ON THE TOP OF THE NORTH
 CO0039'CORNER, AND LEVEL WITH THE TRACK.
 CO0039
 CO0039                          STATION RECOVERY (1974)
 CO0039
 CO0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CO0039'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0389 ***********************************************************************
 CO0389  DESIGNATION -  148
 CO0389  PID         -  CO0389
 CO0389  STATE/COUNTY-  AL/CHOCTAW
 CO0389  USGS QUAD   -  LAND (1974)
 CO0389
 CO0389                         *CURRENT SURVEY CONTROL
 CO0389  ___________________________________________________________________
 CO0389* NAD 83(1986)-  32 06 00.     (N)    088 16 03.     (W)     SCALED    
 CO0389* NAVD 88     -        44.721  (meters)     146.72   (feet)  ADJUSTED  
 CO0389  ___________________________________________________________________
 CO0389  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CO0389  DYNAMIC HT  -          44.669 (meters)     146.55  (feet)  COMP
 CO0389  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 CO0389
 CO0389  VERT ORDER  -  SECOND    CLASS 0
 CO0389
 CO0389.The horizontal coordinates were scaled from a topographic map and have
 CO0389.an estimated accuracy of +/- 6 seconds.
 CO0389
 CO0389.The orthometric height was determined by differential leveling
 CO0389.and adjusted by the National Geodetic Survey in June 1991..
 CO0389
 CO0389.The geoid height was determined by GEOID03.
 CO0389
 CO0389.The dynamic height is computed by dividing the NAVD 88
 CO0389.geopotential number by the normal gravity value computed on the
 CO0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0389.degrees latitude (g = 980.6199 gals.).
 CO0389
 CO0389.The modeled gravity was interpolated from observed gravity values.
 CO0389
 CO0389;                    North         East    Units  Estimated Accuracy
 CO0389;SPC AL W     -   233,070.      527,560.      MT  (+/- 180 meters Scaled)
 CO0389
 CO0389                          SUPERSEDED SURVEY CONTROL
 CO0389
 CO0389  NGVD 29 (??/??/92)   44.708  (m)          146.68   (f) ADJ UNCH    2 0
 CO0389
 CO0389.Superseded values are not recommended for survey control.
 CO0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0389.See file dsdata.txt to determine how the superseded data were derived.
 CO0389
 CO0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA804522(NAD 83)
 CO0389_MARKER: B = BOLT
 CO0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0389+STABILITY: SURFACE MOTION
 CO0389
 CO0389  HISTORY     - Date     Condition        Report By
 CO0389  HISTORY     - UNK      MONUMENTED       ALHD
 CO0389  HISTORY     - 1935     GOOD             NGS
 CO0389
 CO0389                          STATION DESCRIPTION
 CO0389
 CO0389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0389'3.5 MI W FROM BUTLER.
 CO0389'3.5 MILES WEST OF COURTHOUSE AT BUTLER 100 YARDS EAST OF A CREEK, 30
 CO0389'FEET SOUTH OF CENTERLINE OF STATE HIGHWAY 10.  TOP OF BOLT IN CONCRETE
 CO0389'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0692 ***********************************************************************
 EF0692  DESIGNATION -  149
 EF0692  PID         -  EF0692
 EF0692  STATE/COUNTY-  AL/MADISON
 EF0692  USGS QUAD   -  FARLEY (1982)
 EF0692
 EF0692                         *CURRENT SURVEY CONTROL
 EF0692  ___________________________________________________________________
 EF0692* NAD 83(1986)-  34 34 34.     (N)    086 34 01.     (W)     SCALED    
 EF0692* NAVD 88     -       173.029  (meters)     567.68   (feet)  ADJUSTED  
 EF0692  ___________________________________________________________________
 EF0692  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EF0692  DYNAMIC HT  -         172.852 (meters)     567.10  (feet)  COMP
 EF0692  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 EF0692
 EF0692  VERT ORDER  -  FIRST     CLASS II
 EF0692
 EF0692.The horizontal coordinates were scaled from a topographic map and have
 EF0692.an estimated accuracy of +/- 6 seconds.
 EF0692
 EF0692.The orthometric height was determined by differential leveling
 EF0692.and adjusted by the National Geodetic Survey in June 1991..
 EF0692
 EF0692.The geoid height was determined by GEOID03.
 EF0692
 EF0692.The dynamic height is computed by dividing the NAVD 88
 EF0692.geopotential number by the normal gravity value computed on the
 EF0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0692.degrees latitude (g = 980.6199 gals.).
 EF0692
 EF0692.The modeled gravity was interpolated from observed gravity values.
 EF0692
 EF0692;                    North         East    Units  Estimated Accuracy
 EF0692;SPC AL E     -   452,250.      132,690.      MT  (+/- 180 meters Scaled)
 EF0692
 EF0692                          SUPERSEDED SURVEY CONTROL
 EF0692
 EF0692  NGVD 29 (??/??/92)  172.999  (m)          567.58   (f) ADJ UNCH    1 2
 EF0692
 EF0692.Superseded values are not recommended for survey control.
 EF0692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0692.See file dsdata.txt to determine how the superseded data were derived.
 EF0692
 EF0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED397261(NAD 83)
 EF0692_MARKER: X = CHISELED CROSS
 EF0692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0692_SP_SET: STONE
 EF0692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0692+STABILITY: SURFACE MOTION
 EF0692
 EF0692  HISTORY     - Date     Condition        Report By
 EF0692  HISTORY     - UNK      MONUMENTED       USE
 EF0692  HISTORY     - 1934     GOOD             NGS
 EF0692
 EF0692                          STATION DESCRIPTION
 EF0692
 EF0692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0692'IN WHITESBURG.
 EF0692'AT SOUTH EAST EDGE OF WHITESBURG, ALA. ABOUT 150 FT. EAST OF WEST END
 EF0692'OF CLEMENT C. CLAG TOLL BRIDGE OVER TENNESSEE RIVER, 90 FEET NORTH OF
 EF0692'TENNESSEE RIVER BANK, HIGHWATER LINE.  4 FT. EAST OF FENCE LINE, 10
 EF0692'FT. NORTH OF EAST AND WEST FENCE LINE.  CHISELED CROSS ON STONE CURB,
 EF0692'WITH U-X-S CUT IN STONE.  ROD HELD ON CENTER OF CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1702 ***********************************************************************
 BU1702  DESIGNATION -  149+68.8
 BU1702  PID         -  BU1702
 BU1702  STATE/COUNTY-  AL/CLARKE
 BU1702  USGS QUAD   -  THOMASVILLE (1986)
 BU1702
 BU1702                         *CURRENT SURVEY CONTROL
 BU1702  ___________________________________________________________________
 BU1702* NAD 83(1986)-  31 56 48.     (N)    087 44 19.     (W)     SCALED    
 BU1702* NAVD 88     -       116.387  (meters)     381.85   (feet)  ADJUSTED  
 BU1702  ___________________________________________________________________
 BU1702  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BU1702  DYNAMIC HT  -         116.250 (meters)     381.40  (feet)  COMP
 BU1702  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 BU1702
 BU1702  VERT ORDER  -  SECOND    CLASS 0
 BU1702
 BU1702.The horizontal coordinates were scaled from a topographic map and have
 BU1702.an estimated accuracy of +/- 6 seconds.
 BU1702
 BU1702.The orthometric height was determined by differential leveling
 BU1702.and adjusted by the National Geodetic Survey in June 1991..
 BU1702
 BU1702.The geoid height was determined by GEOID03.
 BU1702
 BU1702.The dynamic height is computed by dividing the NAVD 88
 BU1702.geopotential number by the normal gravity value computed on the
 BU1702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1702.degrees latitude (g = 980.6199 gals.).
 BU1702
 BU1702.The modeled gravity was interpolated from observed gravity values.
 BU1702
 BU1702;                    North         East    Units  Estimated Accuracy
 BU1702;SPC AL W     -   215,840.      577,440.      MT  (+/- 180 meters Scaled)
 BU1702
 BU1702                          SUPERSEDED SURVEY CONTROL
 BU1702
 BU1702  NGVD 29 (??/??/92)  116.35   (m)          381.7    (f) COMPUTED    2 0
 BU1702
 BU1702.Superseded values are not recommended for survey control.
 BU1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1702.See file dsdata.txt to determine how the superseded data were derived.
 BU1702
 BU1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA301347(NAD 83)
 BU1702_MARKER: B = BOLT
 BU1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1702+STABILITY: SURFACE MOTION
 BU1702
 BU1702  HISTORY     - Date     Condition        Report By
 BU1702  HISTORY     - UNK      MONUMENTED       ALHD
 BU1702  HISTORY     - 1952     MARK NOT FOUND   NGS
 BU1702
 BU1702                          STATION DESCRIPTION
 BU1702
 BU1702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BU1702'2.6 MI N FROM THOMASVILLE.
 BU1702'2.6 MILES NORTH ALONG OLD STATE HIGHWAY 13 FROM THE SOUTHERN RAILWAY
 BU1702'STATION AT THOMASVILLE, CLARKE COUNTY, 300 FEET SOUTH OF A FARMHOUSE,
 BU1702'AT THE NORTH END OF A LARGE CUT, AND 40 FEET EAST OF THE CENTERLINE OF
 BU1702'THE HIGHWAY.  A BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0949 ***********************************************************************
 EE0949  DESIGNATION -  15
 EE0949  PID         -  EE0949
 EE0949  STATE/COUNTY-  AL/DE KALB
 EE0949  USGS QUAD   -  VALLEY HEAD (1983)
 EE0949
 EE0949                         *CURRENT SURVEY CONTROL
 EE0949  ___________________________________________________________________
 EE0949* NAD 83(1986)-  34 34 02.     (N)    085 36 56.     (W)     SCALED    
 EE0949* NAVD 88     -       308.523  (meters)    1012.21   (feet)  ADJUSTED  
 EE0949  ___________________________________________________________________
 EE0949  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EE0949  DYNAMIC HT  -         308.205 (meters)    1011.17  (feet)  COMP
 EE0949  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 EE0949
 EE0949  VERT ORDER  -  SECOND    CLASS 0
 EE0949
 EE0949.The horizontal coordinates were scaled from a topographic map and have
 EE0949.an estimated accuracy of +/- 6 seconds.
 EE0949
 EE0949.The orthometric height was determined by differential leveling
 EE0949.and adjusted by the National Geodetic Survey in June 1991..
 EE0949
 EE0949.The geoid height was determined by GEOID03.
 EE0949
 EE0949.The dynamic height is computed by dividing the NAVD 88
 EE0949.geopotential number by the normal gravity value computed on the
 EE0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0949.degrees latitude (g = 980.6199 gals.).
 EE0949
 EE0949.The modeled gravity was interpolated from observed gravity values.
 EE0949
 EE0949;                    North         East    Units  Estimated Accuracy
 EE0949;SPC AL E     -   451,040.      219,980.      MT  (+/- 180 meters Scaled)
 EE0949
 EE0949                          SUPERSEDED SURVEY CONTROL
 EE0949
 EE0949  NGVD 29 (??/??/92)  308.506  (m)         1012.16   (f) ADJ UNCH    2 0
 EE0949
 EE0949.Superseded values are not recommended for survey control.
 EE0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0949.See file dsdata.txt to determine how the superseded data were derived.
 EE0949
 EE0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD269259(NAD 83)
 EE0949_MARKER: DD = SURVEY DISK
 EE0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0949_STAMPING: 15 ALA 1934
 EE0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0949+STABILITY: SURFACE MOTION
 EE0949
 EE0949  HISTORY     - Date     Condition        Report By
 EE0949  HISTORY     - 1934     MONUMENTED       USGS
 EE0949  HISTORY     - 1943     GOOD             NGS
 EE0949  HISTORY     - 1964     MARK NOT FOUND   USGS
 EE0949
 EE0949                          STATION DESCRIPTION
 EE0949
 EE0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 EE0949'AT VALLEY HEAD.
 EE0949'AT VALLEY HEAD, DE KALB COUNTY, ON THE SOUTHERN RAILWAY, 0.1 MILE
 EE0949'SOUTH OF THE STATION, 19 RAILS SOUTHWEST OF SIGNAL 40.4, AND 15
 EE0949'FEET EAST OF THE CENTERLINE OF THE TRACK.  A UNITED STATES
 EE0949'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 15 ALA 1934 AND SET IN
 EE0949'THE TOP OF A CONCRETE POST.
 EE0949
 EE0949                          STATION RECOVERY (1964)
 EE0949
 EE0949'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 EE0949'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0916 ***********************************************************************
 EE0916  DESIGNATION -  15
 EE0916  PID         -  EE0916
 EE0916  STATE/COUNTY-  AL/JACKSON
 EE0916  USGS QUAD   -  HOLLYWOOD (1980)
 EE0916
 EE0916                         *CURRENT SURVEY CONTROL
 EE0916  ___________________________________________________________________
 EE0916* NAD 83(1986)-  34 38 34.     (N)    085 58 45.     (W)     SCALED    
 EE0916* NAVD 88     -       186.811  (meters)     612.90   (feet)  ADJUSTED  
 EE0916  ___________________________________________________________________
 EE0916  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE0916  DYNAMIC HT  -         186.625 (meters)     612.29  (feet)  COMP
 EE0916  MODELED GRAV-     979,631.8   (mgal)                       NAVD 88
 EE0916
 EE0916  VERT ORDER  -  FIRST     CLASS II
 EE0916
 EE0916.The horizontal coordinates were scaled from a topographic map and have
 EE0916.an estimated accuracy of +/- 6 seconds.
 EE0916
 EE0916.The orthometric height was determined by differential leveling
 EE0916.and adjusted by the National Geodetic Survey in June 1991..
 EE0916
 EE0916.The geoid height was determined by GEOID03.
 EE0916
 EE0916.The dynamic height is computed by dividing the NAVD 88
 EE0916.geopotential number by the normal gravity value computed on the
 EE0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0916.degrees latitude (g = 980.6199 gals.).
 EE0916
 EE0916.The modeled gravity was interpolated from observed gravity values.
 EE0916
 EE0916;                    North         East    Units  Estimated Accuracy
 EE0916;SPC AL E     -   459,410.      186,630.      MT  (+/- 180 meters Scaled)
 EE0916
 EE0916                          SUPERSEDED SURVEY CONTROL
 EE0916
 EE0916  NGVD 29 (??/??/92)  186.802  (m)          612.87   (f) ADJ UNCH    1 2
 EE0916
 EE0916.Superseded values are not recommended for survey control.
 EE0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0916.See file dsdata.txt to determine how the superseded data were derived.
 EE0916
 EE0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED935339(NAD 83)
 EE0916_MARKER: DB = BENCH MARK DISK
 EE0916_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EE0916_SP_SET: CONCRETE BRIDGE ABUTMENT
 EE0916_STAMPING: NO 15 1933 613.178
 EE0916_MARK LOGO: TVA   
 EE0916_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE0916_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0916_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0916+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2005
 EE0916
 EE0916  HISTORY     - Date     Condition        Report By
 EE0916  HISTORY     - 1933     MONUMENTED       TVA
 EE0916  HISTORY     - 1950     GOOD             NGS
 EE0916  HISTORY     - 19900517 GOOD             ALHD
 EE0916  HISTORY     - 19900524 GOOD             ALHD
 EE0916  HISTORY     - 20050523 GOOD             ALHD
 EE0916
 EE0916                          STATION DESCRIPTION
 EE0916
 EE0916'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 EE0916'3.4 MI SE FROM SCOTTSBORO.
 EE0916'ABOUT 3.45 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION
 EE0916'OF U.S. HIGHWAY 72 AT SCOTTSBORO, SET IN THE TOP OF THE NORTHEAST
 EE0916'END OF THE NORTHWEST CONCRETE ABUTMENT OF BRIDGE OVER THE TENNESSEE
 EE0916'RIVER, 14 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 EE0916'3 FEET NORTHEAST OF THE CONCRETE BANISTER, 2 1/2 FEET EAST OF A
 EE0916'T.V.A. STEEL REFERENCE POST AND ABOUT 1/2 FOOT ABOVE THE HIGHWAY.
 EE0916
 EE0916                          STATION RECOVERY (1990)
 EE0916
 EE0916'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE0916'THE STATION IS LOCATED IN JACKSON COUNTY IN THE WEST ABUTMENT OF THE
 EE0916'OLD TENNESSEE RIVER BRIDGE, ABOUT 6.12 KM (3.80 MI) SOUTHEAST OF
 EE0916'SCOTTSBORO AND ABOUT 6.68 KM (4.15 MI) NORTHWEST OF DUTTON.
 EE0916'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 35, MILE
 EE0916'POST 50.35 ON ALA 35, DRIVE EAST ON ALA 35 SOUTH FOR 4.02 KM
 EE0916'(2.50 MI) TO MILE POST 47.85 AND THE STATION ON THE LEFT.
 EE0916'THE STATION IS SET IN A DRILLED HOLE IN THE NORTH END OF THE WEST
 EE0916'ABUTMENT OF THE OLD TENNESSEE RIVER BRIDGE, 0.91 M (2.99 FT)
 EE0916'NORTHEAST OF THE WEST END OF THE NORTH CONCRETE GUARD RAIL OF THE
 EE0916'BRIDGE, 0.76 M (2.49 FT) EAST OF A CARSONITE WITNESS POST, AND SET
 EE0916'FLUSH WITH THE GROUND.
 EE0916'ELEVATION 612.866 FEET OR 186.802 METERS.
 EE0916
 EE0916                          STATION RECOVERY (1990)
 EE0916
 EE0916'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE0916'RECOVERED IN GOOD CONDITION.
 EE0916
 EE0916                          STATION RECOVERY (2005)
 EE0916
 EE0916'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EE0916'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3690 ***********************************************************************
 DG3690  DESIGNATION -  15 1
 DG3690  PID         -  DG3690
 DG3690  STATE/COUNTY-  AL/CLEBURNE
 DG3690  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG3690
 DG3690                         *CURRENT SURVEY CONTROL
 DG3690  ___________________________________________________________________
 DG3690* NAD 83(1992)-  33 32 53.50611(N)    085 41 55.72474(W)     ADJUSTED  
 DG3690* NAVD 88     -       275.4    (meters)     904.     (feet)  VERTCON   
 DG3690  ___________________________________________________________________
 DG3690  X           -     399,095.997 (meters)                     COMP
 DG3690  Y           -  -5,306,335.762 (meters)                     COMP
 DG3690  Z           -   3,504,927.006 (meters)                     COMP
 DG3690  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DG3690  ELLIP HEIGHT-         246.68  (meters)          (07/29/02) GPS OBS
 DG3690  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG3690
 DG3690  HORZ ORDER  -  FIRST
 DG3690  ELLP ORDER  -  FOURTH    CLASS I
 DG3690
 DG3690.The horizontal coordinates were established by GPS observations
 DG3690.and adjusted by the National Geodetic Survey in December 1992..
 DG3690
 DG3690.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3690
 DG3690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3690
 DG3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3690
 DG3690.The ellipsoidal height was determined by GPS observations
 DG3690.and is referenced to NAD 83.
 DG3690
 DG3690.The geoid height was determined by GEOID03.
 DG3690
 DG3690;                    North         East     Units Scale Factor Converg.
 DG3690;SPC AL E     -   338,000.971   212,492.598   MT  0.99996192   +0 04 27.6
 DG3690;UTM  16      - 3,712,820.814   620,798.349   MT  0.99977990   +0 43 09.0
 DG3690
 DG3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3690!SPC AL E     -   0.99996127  x   0.99996192  =   0.99992320
 DG3690!UTM  16      -   0.99996127  x   0.99977990  =   0.99974118
 DG3690
 DG3690:                Primary Azimuth Mark                     Grid Az
 DG3690:SPC AL E     -  15 2                                     093 30 23.8
 DG3690:UTM  16      -  15 2                                     092 51 42.4
 DG3690
 DG3690|---------------------------------------------------------------------|
 DG3690| PID    Reference Object                     Distance      Geod. Az  |
 DG3690|                                                           dddmmss.s |
 DG3690| DG3691 15 2                                464.219 METERS 0933451.4 |
 DG3690|---------------------------------------------------------------------|
 DG3690
 DG3690                          SUPERSEDED SURVEY CONTROL
 DG3690
 DG3690  ELLIP H (12/04/92)  246.77   (m)                       GP(       ) 4 1
 DG3690  NAD 83(1986)-  33 32 53.51165(N)    085 41 55.72292(W) AD(       ) 1
 DG3690  NGVD 29 (12/04/92)  275.3    (m)          903.     (f) GPS OBS        
 DG3690
 DG3690.Superseded values are not recommended for survey control.
 DG3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3690.See file dsdata.txt to determine how the superseded data were derived.
 DG3690
 DG3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2079812821(NAD 83)
 DG3690_MARKER: DD = SURVEY DISK
 DG3690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3690_SP_SET: CONCRETE POST
 DG3690_STAMPING: 15 - 1 1990
 DG3690_MARK LOGO: ALHD  
 DG3690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3690+STABILITY: SURFACE MOTION
 DG3690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3690+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3690
 DG3690  HISTORY     - Date     Condition        Report By
 DG3690  HISTORY     - 1990     MONUMENTED       ALHD
 DG3690
 DG3690                          STATION DESCRIPTION
 DG3690
 DG3690'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3690'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3690'CLEBURNE COUNTY ROAD NO. 24, ABOUT 6.28 KM (3.90 MI) NORTHWEST OF
 DG3690'HOLLIS CROSSROADS AND ABOUT 14.32 KM (8.90 MI) SOUTHWEST OF HEFLIN.
 DG3690'TO REACH THE STATION FROM THE OVERPASS OF ALA 281 OVER CLEBURNE COUNTY
 DG3690'ROAD NO. 24, MILE POST 506.10 ON ALA 281, DRIVE SOUTHEAST ON CLEBURNE
 DG3690'COUNTY ROAD NO. 24 1.93 KM (1.20 MI) TO THE STATION ON THE LEFT.
 DG3690'THE STATION IS 1.07 M (3.51 FT) SOUTH OF A HOG WIRE FENCE WITH ONE
 DG3690'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 2.41 M (7.91 FT) WEST -
 DG3690'SOUTHWEST OF A BURIED CABLE WARNING SIGN, 3.96 M (12.99 FT) NORTH OF
 DG3690'A CURVE SIGN, 9.63 M (31.59 FT) NORTH OF THE CENTERLINE OF CLEBURNE
 DG3690'COUNTY ROAD NO. 24, 0.80 M (2.62 FT) SOUTH OF A CARSONITE WITNESS
 DG3690'POST AND SET FLUSH WITH THE GROUND.
 DG3690'STATION 15 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3802 ***********************************************************************
 DG3802  DESIGNATION -  15 10
 DG3802  PID         -  DG3802
 DG3802  STATE/COUNTY-  AL/CLEBURNE
 DG3802  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG3802
 DG3802                         *CURRENT SURVEY CONTROL
 DG3802  ___________________________________________________________________
 DG3802* NAD 83(1992)-  33 30 50.82659(N)    085 43 53.64991(W)     ADJUSTED  
 DG3802* NAVD 88     -       296.3    (meters)     972.     (feet)  GPS OBS   
 DG3802  ___________________________________________________________________
 DG3802  X           -     396,218.911 (meters)                     COMP
 DG3802  Y           -  -5,308,662.627 (meters)                     COMP
 DG3802  Z           -   3,501,787.754 (meters)                     COMP
 DG3802  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DG3802  ELLIP HEIGHT-         267.62  (meters)          (07/29/02) GPS OBS
 DG3802  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DG3802
 DG3802  HORZ ORDER  -  FIRST
 DG3802  ELLP ORDER  -  FOURTH    CLASS I
 DG3802
 DG3802.The horizontal coordinates were established by GPS observations
 DG3802.and adjusted by the National Geodetic Survey in September 1993..
 DG3802
 DG3802.The orthometric height was determined by GPS observations and a
 DG3802.high-resolution geoid model.
 DG3802
 DG3802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3802
 DG3802.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3802
 DG3802.The ellipsoidal height was determined by GPS observations
 DG3802.and is referenced to NAD 83.
 DG3802
 DG3802.The geoid height was determined by GEOID03.
 DG3802
 DG3802;                    North         East     Units Scale Factor Converg.
 DG3802;SPC AL E     -   334,217.967   209,454.250   MT  0.99996110   +0 03 22.3
 DG3802;UTM  16      - 3,709,004.581   617,803.306   MT  0.99977109   +0 42 01.6
 DG3802
 DG3802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3802!SPC AL E     -   0.99995799  x   0.99996110  =   0.99991909
 DG3802!UTM  16      -   0.99995799  x   0.99977109  =   0.99972909
 DG3802
 DG3802:                Primary Azimuth Mark                     Grid Az
 DG3802:SPC AL E     -  15 9                                     226 26 29.2
 DG3802:UTM  16      -  15 9                                     225 47 49.9
 DG3802
 DG3802|---------------------------------------------------------------------|
 DG3802| PID    Reference Object                     Distance      Geod. Az  |
 DG3802|                                                           dddmmss.s |
 DG3802| DG3803 15 9                                496.330 METERS 2262951.5 |
 DG3802|---------------------------------------------------------------------|
 DG3802
 DG3802                          SUPERSEDED SURVEY CONTROL
 DG3802
 DG3802  ELLIP H (09/27/93)  267.71   (m)                       GP(       ) 4 1
 DG3802
 DG3802.Superseded values are not recommended for survey control.
 DG3802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3802.See file dsdata.txt to determine how the superseded data were derived.
 DG3802
 DG3802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1780309005(NAD 83)
 DG3802_MARKER: DD = SURVEY DISK
 DG3802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3802_SP_SET: CONCRETE POST
 DG3802_STAMPING: 15-10 1992
 DG3802_MARK LOGO: ALHD  
 DG3802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3802+STABILITY: SURFACE MOTION
 DG3802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3802+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3802
 DG3802  HISTORY     - Date     Condition        Report By
 DG3802  HISTORY     - 1992     MONUMENTED       ALHD
 DG3802
 DG3802                          STATION DESCRIPTION
 DG3802
 DG3802'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3802'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE SOUTHEAST RIGHT OF
 DG3802'WAY OF A PAVED COUNTY ROAD, ABOUT 5.40 MI (8.69 KM) WEST-SOUTHWEST OF
 DG3802'HOLLIS CROSSROADS AND ABOUT 11.90 MI (19.15 KM) SOUTHWEST OF HEFLIN.
 DG3802'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 9 (MILE POST
 DG3802'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3802'LINEVILLE, DRIVE NORTH ON ALA 49 FOR 13.05 MI (21.00 KM) TO MILE POST
 DG3802'73.10 AND A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED
 DG3802'COUNTY ROAD AND DRIVE NORTHEAST FOR 2.40 MI (3.86 KM) TO THE
 DG3802'CLAY-CLEBURNE COUNTY LINE (NOT MARKED), CONTINUE NORTHEAST ON THE
 DG3802'PAVED COUNTY ROAD FOR 1.35 MI (2.17 KM) TO THE STATION ON THE RIGHT.
 DG3802'THE STATION IS 4.0 FT (1.2 M) NORTHWEST OF A HOG WIRE FENCE WITH FOUR
 DG3802'STRANDS OF BARBED WIRE ON RUSTY ROUND STEEL POSTS, 8.7 FT (2.7 M)
 DG3802'WEST-SOUTHWEST OF THE SOUTHWEST ONE OF TWO CONNECTED CROSS TIE POSTS
 DG3802'IN THE FENCE LINE, 35.6 FT (10.9 M) SOUTHEAST OF THE CENTERLINE OF
 DG3802'THE PAVED COUNTY ROAD, 71.0 FT (21.6 M) NORTHEAST OF A POWER POLE,
 DG3802'83.9 FT (25.6 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 8 / 47 ACROSS
 DG3802'THE ROAD, 3.8 FT (1.2 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 DG3802'SET FLUSH WITH THE GROUND.
 DG3802'STATION 15-9 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3802'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 DG3802'MR. MIKE SPURLIN, RT. 1, BOX 92 C 2, DELTA, ALABAMA 36258, PHONE
 DG3802'205-253-2175.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1958 ***********************************************************************
 AA1958  DESIGNATION -  15 11
 AA1958  PID         -  AA1958
 AA1958  STATE/COUNTY-  AL/CLEBURNE
 AA1958  USGS QUAD   -  ROSS MOUNTAIN (1983)
 AA1958
 AA1958                         *CURRENT SURVEY CONTROL
 AA1958  ___________________________________________________________________
 AA1958* NAD 83(1992)-  33 33 11.58304(N)    085 36 18.73167(W)     ADJUSTED  
 AA1958* NAVD 88     -       249.0    (meters)     817.     (feet)  VERTCON   
 AA1958  ___________________________________________________________________
 AA1958  X           -     407,739.614 (meters)                     COMP
 AA1958  Y           -  -5,305,347.758 (meters)                     COMP
 AA1958  Z           -   3,505,376.564 (meters)                     COMP
 AA1958  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA1958  ELLIP HEIGHT-         220.24  (meters)          (07/29/02) GPS OBS
 AA1958  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AA1958
 AA1958  HORZ ORDER  -  FIRST
 AA1958  ELLP ORDER  -  FOURTH    CLASS I
 AA1958
 AA1958.The horizontal coordinates were established by GPS observations
 AA1958.and adjusted by the National Geodetic Survey in September 1997..
 AA1958
 AA1958.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1958
 AA1958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1958
 AA1958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1958
 AA1958.The ellipsoidal height was determined by GPS observations
 AA1958.and is referenced to NAD 83.
 AA1958
 AA1958.The geoid height was determined by GEOID03.
 AA1958
 AA1958;                    North         East     Units Scale Factor Converg.
 AA1958;SPC AL E     -   338,573.096   221,184.622   MT  0.99996553   +0 07 33.9
 AA1958;UTM  16      - 3,713,490.618   629,481.903   MT  0.99980669   +0 46 15.7
 AA1958
 AA1958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1958!SPC AL E     -   0.99996543  x   0.99996553  =   0.99993096
 AA1958!UTM  16      -   0.99996543  x   0.99980669  =   0.99977212
 AA1958
 AA1958                          SUPERSEDED SURVEY CONTROL
 AA1958
 AA1958  NAD 83(1992)-  33 33 11.58310(N)    085 36 18.73220(W) AD(       ) 1
 AA1958  ELLIP H (09/29/94)  220.29   (m)                       GP(       ) 3 2
 AA1958  NGVD 29 (09/29/94)  248.9    (m)          817.     (f) GPS OBS        
 AA1958
 AA1958.Superseded values are not recommended for survey control.
 AA1958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1958.See file dsdata.txt to determine how the superseded data were derived.
 AA1958
 AA1958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2948213491(NAD 83)
 AA1958_MARKER: DD = SURVEY DISK
 AA1958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1958_SP_SET: CONCRETE POST
 AA1958_STAMPING: 15-11 1993
 AA1958_MARK LOGO: ALHD  
 AA1958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1958+STABILITY: SURFACE MOTION
 AA1958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1958+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1958
 AA1958  HISTORY     - Date     Condition        Report By
 AA1958  HISTORY     - 1993     MONUMENTED       ALHD
 AA1958
 AA1958                          STATION DESCRIPTION
 AA1958
 AA1958'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1958'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE SOUTHEAST RIGHT OF
 AA1958'WAY OF CLEBURNE COUNTY ROAD NO. 36, ABOUT 6.10 MI (9.82 KM) SOUTH OF
 AA1958'HEFLIN AND ABOUT 15.25 MI (24.54 KM) WEST-NORTHWEST OF RANBURNE. TO
 AA1958'REACH THE STATION FROM EXIT 199 ON I-20 (MILE POST 214.65 ON ALA 9) ,
 AA1958'DRIVE SOUTH ON ALA 9 FOR 5.30 MI (8.53 KM) TO MILE POST 209.35 AND
 AA1958'CLEBURNE COUNTY ROAD NO. 36 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY
 AA1958'ROAD NO. 36 AND DRIVE NORTHEAST FOR 0.45 MI (0.72 KM) TO THE STATION
 AA1958'ON THE RIGHT. THE STATION IS 2.9 FT (0.9 M) NORTHWEST OF A HOG WIRE
 AA1958'FENCE WITH ONE STRAND OF BARBED WIRE ON STEEL POSTS, 39.0 FT (11.9 M)
 AA1958'SOUTHEAST OF THE CENTERLINE OF CLEBURNE COUNTY ROAD NO. 36, 64.6 FT
 AA1958'(19.7 M) NORTHEAST OF A BRACED CROSS TIE POST IN THE FENCE LINE, 3.2
 AA1958'FT (1.0 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA1958'THE GROUND. STATION 15-12 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1958'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1959 ***********************************************************************
 AA1959  DESIGNATION -  15 12
 AA1959  PID         -  AA1959
 AA1959  STATE/COUNTY-  AL/CLEBURNE
 AA1959  USGS QUAD   -  ROSS MOUNTAIN (1983)
 AA1959
 AA1959                         *CURRENT SURVEY CONTROL
 AA1959  ___________________________________________________________________
 AA1959* NAD 83(1992)-  33 33 16.74794(N)    085 35 56.61297(W)     ADJUSTED  
 AA1959* NAVD 88     -       255.6    (meters)     839.     (feet)  VERTCON   
 AA1959  ___________________________________________________________________
 AA1959  X           -     408,302.207 (meters)                     COMP
 AA1959  Y           -  -5,305,221.865 (meters)                     COMP
 AA1959  Z           -   3,505,512.879 (meters)                     COMP
 AA1959  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA1959  ELLIP HEIGHT-         226.93  (meters)          (07/29/02) GPS OBS
 AA1959  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AA1959
 AA1959  HORZ ORDER  -  FIRST
 AA1959  ELLP ORDER  -  FOURTH    CLASS I
 AA1959
 AA1959.The horizontal coordinates were established by GPS observations
 AA1959.and adjusted by the National Geodetic Survey in September 1997..
 AA1959
 AA1959.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1959
 AA1959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1959
 AA1959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1959
 AA1959.The ellipsoidal height was determined by GPS observations
 AA1959.and is referenced to NAD 83.
 AA1959
 AA1959.The geoid height was determined by GEOID03.
 AA1959
 AA1959;                    North         East     Units Scale Factor Converg.
 AA1959;SPC AL E     -   338,733.491   221,754.816   MT  0.99996583   +0 07 46.2
 AA1959;UTM  16      - 3,713,657.395   630,050.166   MT  0.99980851   +0 46 28.0
 AA1959
 AA1959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1959!SPC AL E     -   0.99996438  x   0.99996583  =   0.99993021
 AA1959!UTM  16      -   0.99996438  x   0.99980851  =   0.99977289
 AA1959
 AA1959                          SUPERSEDED SURVEY CONTROL
 AA1959
 AA1959  NAD 83(1992)-  33 33 16.74800(N)    085 35 56.61349(W) AD(       ) 1
 AA1959  ELLIP H (09/29/94)  226.97   (m)                       GP(       ) 3 2
 AA1959  NGVD 29 (09/29/94)  255.6    (m)          839.     (f) GPS OBS        
 AA1959
 AA1959.Superseded values are not recommended for survey control.
 AA1959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1959.See file dsdata.txt to determine how the superseded data were derived.
 AA1959
 AA1959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3005013657(NAD 83)
 AA1959_MARKER: DD = SURVEY DISK
 AA1959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1959_SP_SET: CONCRETE POST
 AA1959_STAMPING: 15-12 1993
 AA1959_MARK LOGO: ALHD  
 AA1959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1959+STABILITY: SURFACE MOTION
 AA1959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1959+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1959
 AA1959  HISTORY     - Date     Condition        Report By
 AA1959  HISTORY     - 1993     MONUMENTED       ALHD
 AA1959
 AA1959                          STATION DESCRIPTION
 AA1959
 AA1959'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1959'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA1959'CLEBURNE COUNTY ROAD NO. 36, ABOUT 6.00 MI (9.66 KM) SOUTH OF HEFLIN
 AA1959'AND ABOUT 14.90 MI (23.98 KM) WEST-NORTHWEST OF RANBURNE. TO REACH THE
 AA1959'STATION FROM EXIT 199 ON I-20 (MILE POST 214.65 ON ALA 9) , DRIVE
 AA1959'SOUTH ON ALA 9 FOR 5.30 MI (8.53 KM) TO MILE POST 209.35 AND CLEBURNE
 AA1959'COUNTY ROAD NO. 36 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY ROAD NO.
 AA1959'36 AND DRIVE NORTHEAST FOR 0.85 MI (1.37 KM) TO THE STATION ON THE
 AA1959'RIGHT. THE STATION IS 20.7 FT (6.3 M) SOUTH OF THE CENTERLINE OF
 AA1959'CLEBURNE COUNTY ROAD NO. 36, 277.0 FT (84.4 M) WEST OF TELEPHONE CABLE
 AA1959'PEDESTAL NO. 54, 278.5 FT (84.9 M) WEST OF A TRANSFORMER POWER POLE
 AA1959'WITH A SECURITY LIGHT, 320.0 FT (97.5 M) EAST OF THE CENTER OF A
 AA1959'GRAVEL DRIVEWAY, 1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND
 AA1959'SET FLUSH WITH THE GROUND. STATION 15-11 1993 MAY BE USED AS AN
 AA1959'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1960 ***********************************************************************
 AA1960  DESIGNATION -  15 13
 AA1960  PID         -  AA1960
 AA1960  STATE/COUNTY-  AL/CLEBURNE
 AA1960  USGS QUAD   -  HIGHTOWER (1966)
 AA1960
 AA1960                         *CURRENT SURVEY CONTROL
 AA1960  ___________________________________________________________________
 AA1960* NAD 83(1992)-  33 33 26.11965(N)    085 29 18.47118(W)     ADJUSTED  
 AA1960* NAVD 88     -       393.4    (meters)    1291.     (feet)  VERTCON   
 AA1960  ___________________________________________________________________
 AA1960  X           -     418,538.297 (meters)                     COMP
 AA1960  Y           -  -5,304,379.175 (meters)                     COMP
 AA1960  Z           -   3,505,829.645 (meters)                     COMP
 AA1960  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AA1960  ELLIP HEIGHT-         364.67  (meters)          (07/29/02) GPS OBS
 AA1960  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA1960
 AA1960  HORZ ORDER  -  FIRST
 AA1960  ELLP ORDER  -  FOURTH    CLASS I
 AA1960
 AA1960.The horizontal coordinates were established by GPS observations
 AA1960.and adjusted by the National Geodetic Survey in September 1997..
 AA1960
 AA1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1960
 AA1960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1960
 AA1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1960
 AA1960.The ellipsoidal height was determined by GPS observations
 AA1960.and is referenced to NAD 83.
 AA1960
 AA1960.The geoid height was determined by GEOID03.
 AA1960
 AA1960;                    North         East     Units Scale Factor Converg.
 AA1960;SPC AL E     -   339,050.909   232,023.797   MT  0.99997264   +0 11 26.3
 AA1960;UTM  16      - 3,714,090.330   640,313.449   MT  0.99984272   +0 50 08.4
 AA1960
 AA1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1960!SPC AL E     -   0.99994275  x   0.99997264  =   0.99991539
 AA1960!UTM  16      -   0.99994275  x   0.99984272  =   0.99978548
 AA1960
 AA1960                          SUPERSEDED SURVEY CONTROL
 AA1960
 AA1960  NAD 83(1992)-  33 33 26.11968(N)    085 29 18.47188(W) AD(       ) 1
 AA1960  ELLIP H (09/29/94)  364.72   (m)                       GP(       ) 3 2
 AA1960  NGVD 29 (09/29/94)  393.4    (m)         1291.     (f) GPS OBS        
 AA1960
 AA1960.Superseded values are not recommended for survey control.
 AA1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1960.See file dsdata.txt to determine how the superseded data were derived.
 AA1960
 AA1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4031314090(NAD 83)
 AA1960_MARKER: DD = SURVEY DISK
 AA1960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1960_SP_SET: CONCRETE POST
 AA1960_STAMPING: 15-13 1993
 AA1960_MARK LOGO: ALHD  
 AA1960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1960+STABILITY: SURFACE MOTION
 AA1960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1960+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1960
 AA1960  HISTORY     - Date     Condition        Report By
 AA1960  HISTORY     - 1993     MONUMENTED       ALHD
 AA1960
 AA1960                          STATION DESCRIPTION
 AA1960
 AA1960'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1960'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE EAST RIGHT OF WAY OF
 AA1960'A COUNTY GRAVEL ROAD, ABOUT 8.70 MI (14.00 KM) WEST-NORTHWEST OF
 AA1960'RANBURNE AND ABOUT 8.25 MI (13.28 KM) SOUTHEAST OF HEFLIN. TO REACH
 AA1960'THE STATION FROM EXIT 205 ON I-20 (MILE POST 4.90 ON ALA 46), DRIVE
 AA1960'SOUTHEAST ON ALA 46 FOR 5.30 MI (8.53 KM) TO MILE POST 10.20 AND
 AA1960'CLEBURNE COUNTY ROAD NO. 42 ON THE RIGHT, TURN RIGHT ON CLEBURNE
 AA1960'COUNTY ROAD NO. 42 AND DRIVE SOUTHWEST FOR 0.60 MI (0.97 KM) TO A
 AA1960'PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND
 AA1960'DRIVE SOUTHEAST AND SOUTH FOR 1.55 MI (2.49 KM) TO THE END OF PAVEMENT
 AA1960'AT HURRICANE METHODIST CHURCH AND CEMETARY, CONTINUE SOUTH ON A GRAVEL
 AA1960'ROAD FOR 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA1960'LOCATED IN AN INTERSECTION WITH AN ABANDONED GRAVEL ROAD, 44.0 FT
 AA1960'(13.4 M) EAST-SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 2.1 FT (0.6
 AA1960'M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA1960'GROUND. STATION 15-14 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1961 ***********************************************************************
 AA1961  DESIGNATION -  15 14
 AA1961  PID         -  AA1961
 AA1961  STATE/COUNTY-  AL/CLEBURNE
 AA1961  USGS QUAD   -  HIGHTOWER (1966)
 AA1961
 AA1961                         *CURRENT SURVEY CONTROL
 AA1961  ___________________________________________________________________
 AA1961* NAD 83(1992)-  33 32 56.66318(N)    085 27 58.30330(W)     ADJUSTED  
 AA1961* NAVD 88     -       520.5    (meters)    1708.     (feet)  VERTCON   
 AA1961  ___________________________________________________________________
 AA1961  X           -     420,647.909 (meters)                     COMP
 AA1961  Y           -  -5,304,821.665 (meters)                     COMP
 AA1961  Z           -   3,505,143.457 (meters)                     COMP
 AA1961  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 AA1961  ELLIP HEIGHT-         491.65  (meters)          (07/29/02) GPS OBS
 AA1961  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA1961
 AA1961  HORZ ORDER  -  FIRST
 AA1961  ELLP ORDER  -  FOURTH    CLASS I
 AA1961
 AA1961.The horizontal coordinates were established by GPS observations
 AA1961.and adjusted by the National Geodetic Survey in September 1997..
 AA1961
 AA1961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1961
 AA1961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1961
 AA1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1961
 AA1961.The ellipsoidal height was determined by GPS observations
 AA1961.and is referenced to NAD 83.
 AA1961
 AA1961.The geoid height was determined by GEOID03.
 AA1961
 AA1961;                    North         East     Units Scale Factor Converg.
 AA1961;SPC AL E     -   338,150.500   234,094.860   MT  0.99997433   +0 12 10.4
 AA1961;UTM  16      - 3,713,213.402   642,394.251   MT  0.99984998   +0 50 52.1
 AA1961
 AA1961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1961!SPC AL E     -   0.99992282  x   0.99997433  =   0.99989715
 AA1961!UTM  16      -   0.99992282  x   0.99984998  =   0.99977281
 AA1961
 AA1961                          SUPERSEDED SURVEY CONTROL
 AA1961
 AA1961  NAD 83(1992)-  33 32 56.66321(N)    085 27 58.30402(W) AD(       ) 1
 AA1961  ELLIP H (09/29/94)  491.70   (m)                       GP(       ) 3 2
 AA1961  NGVD 29 (09/29/94)  520.4    (m)         1707.     (f) GPS OBS        
 AA1961
 AA1961.Superseded values are not recommended for survey control.
 AA1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1961.See file dsdata.txt to determine how the superseded data were derived.
 AA1961
 AA1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4239413213(NAD 83)
 AA1961_MARKER: DD = SURVEY DISK
 AA1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1961_SP_SET: CONCRETE POST
 AA1961_STAMPING: 15-14 1993
 AA1961_MARK LOGO: ALHD  
 AA1961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1961+STABILITY: SURFACE MOTION
 AA1961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1961+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1961
 AA1961  HISTORY     - Date     Condition        Report By
 AA1961  HISTORY     - 1993     MONUMENTED       ALHD
 AA1961
 AA1961                          STATION DESCRIPTION
 AA1961
 AA1961'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1961'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE EAST RIGHT OF WAY OF
 AA1961'A COUNTY GRAVEL ROAD, ABOUT 7.45 MI (11.99 KM) WEST-NORTHWEST OF
 AA1961'RANBURNE AND ABOUT 9.55 MI (15.37 KM) SOUTHEAST OF HEFLIN. TO REACH
 AA1961'THE STATION FROM EXIT 205 ON I-20 (MILE POST 4.90 ON ALA 46), DRIVE
 AA1961'SOUTHEAST ON ALA 46 FOR 9.20 MI (14.81 KM) TO MILE POST 14.10 AND A
 AA1961'PAVED COUNTY ROAD (RED HOLLOW RD) ON THE RIGHT, TURN RIGHT ON THE
 AA1961'PAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR 1.30 MI (2.09 KM) TO A
 AA1961'GRAVEL CROSS ROAD, TURN RIGHT ON THE COUNTY GRAVEL ROAD AND DRIVE
 AA1961'NORTHWEST AND WEST FOR 3.10 MI (4.99 KM) TO THE STATION ON THE LEFT.
 AA1961'THE STATION IS 22.0 FT (6.7 M) EAST OF THE CENTER OF THE GRAVEL ROAD,
 AA1961'113.5 FT (34.6 M) SOUTH OF A POWER POLE WITH ONE GUY WIRE, 0.10 MI
 AA1961'(0.16 KM) NORTH OF SOUTHERN NATURAL GAS TURKEY MTN MICROWAVE TOWER
 AA1961'WNEM 556, 1.8 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA1961'FLUSH WITH THE GROUND. STATION 15-13 1993 MAY BE USED AS AN AZIMUTH
 AA1961'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1962 ***********************************************************************
 AA1962  DESIGNATION -  15 15
 AA1962  PID         -  AA1962
 AA1962  STATE/COUNTY-  AL/CLEBURNE
 AA1962  USGS QUAD   -  BOWDON WEST (1980)
 AA1962
 AA1962                         *CURRENT SURVEY CONTROL
 AA1962  ___________________________________________________________________
 AA1962* NAD 83(1992)-  33 31 46.50346(N)    085 21 44.85555(W)     ADJUSTED  
 AA1962* NAVD 88     -       319.7    (meters)    1049.     (feet)  VERTCON   
 AA1962  ___________________________________________________________________
 AA1962  X           -     430,334.757 (meters)                     COMP
 AA1962  Y           -  -5,305,074.907 (meters)                     COMP
 AA1962  Z           -   3,503,230.636 (meters)                     COMP
 AA1962  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 AA1962  ELLIP HEIGHT-         290.72  (meters)          (07/29/02) GPS OBS
 AA1962  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA1962
 AA1962  HORZ ORDER  -  FIRST
 AA1962  ELLP ORDER  -  FOURTH    CLASS I
 AA1962
 AA1962.The horizontal coordinates were established by GPS observations
 AA1962.and adjusted by the National Geodetic Survey in September 1997..
 AA1962
 AA1962.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1962
 AA1962.Photographs are available for this station.
 AA1962
 AA1962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1962
 AA1962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1962
 AA1962.The ellipsoidal height was determined by GPS observations
 AA1962.and is referenced to NAD 83.
 AA1962
 AA1962.The geoid height was determined by GEOID03.
 AA1962
 AA1962;                    North         East     Units Scale Factor Converg.
 AA1962;SPC AL E     -   336,027.910   243,738.314   MT  0.99998358   +0 15 36.4
 AA1962;UTM  16      - 3,711,199.686   652,059.902   MT  0.99988507   +0 54 16.9
 AA1962
 AA1962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1962!SPC AL E     -   0.99995436  x   0.99998358  =   0.99993794
 AA1962!UTM  16      -   0.99995436  x   0.99988507  =   0.99983944
 AA1962
 AA1962                          SUPERSEDED SURVEY CONTROL
 AA1962
 AA1962  NAD 83(1992)-  33 31 46.50350(N)    085 21 44.85642(W) AD(       ) 1
 AA1962  ELLIP H (09/29/94)  290.78   (m)                       GP(       ) 3 2
 AA1962  NGVD 29 (09/29/94)  319.6    (m)         1049.     (f) GPS OBS        
 AA1962
 AA1962.Superseded values are not recommended for survey control.
 AA1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1962.See file dsdata.txt to determine how the superseded data were derived.
 AA1962
 AA1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5206011200(NAD 83)
 AA1962_MARKER: DD = SURVEY DISK
 AA1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1962_SP_SET: CONCRETE POST
 AA1962_STAMPING: 15-15 1993
 AA1962_MARK LOGO: ALHD  
 AA1962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1962+STABILITY: SURFACE MOTION
 AA1962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1962+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002
 AA1962
 AA1962  HISTORY     - Date     Condition        Report By
 AA1962  HISTORY     - 1993     MONUMENTED       ALHD
 AA1962  HISTORY     - 20020203 GOOD             JCLS
 AA1962  HISTORY     - 20020204 GOOD             JCLS
 AA1962
 AA1962                          STATION DESCRIPTION
 AA1962
 AA1962'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1962'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE SOUTHWEST RIGHT OF
 AA1962'WAY OF ALA 46, ABOUT 1.20 MI (1.93 KM) WEST-NORTHWEST OF RANBURNE AND
 AA1962'ABOUT 15.15 MI (24.38 KM) SOUTHEAST OF HEFLIN. TO REACH THE STATION
 AA1962'FROM EXIT 205 ON I-20 (MILE POST 4.90 ON ALA 46), DRIVE SOUTHEAST ON
 AA1962'ALA 46 FOR 13.15 MI (21.16 KM) TO MILE POST 18.05 AND THE STATION ON
 AA1962'THE RIGHT. THE STATION IS LOCATED ACROSS ALA 46 FROM MEEKS BAIT AND
 AA1962'TACKLE SHOP, 61.0 FT (18.6 M) SOUTHWEST OF THE CENTERLINE OF ALA 46,
 AA1962'94.0 FT (28.7 M) NORTHWEST OF A JUNCTION POWER POLE, 149.3 FT (45.5 M)
 AA1962'SOUTHEAST OF A FIRE HYDRANT, 1.7 FT (0.5 M) NORTHEAST OF A CARSONITE
 AA1962'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 15-16 1993 MAY BE
 AA1962'USED AS AN AZIMUTH FOR THIS STATION.
 AA1962
 AA1962                          STATION RECOVERY (2002)
 AA1962
 AA1962'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 AA1962'RECOVERED IN GOOD CONDITION.
 AA1962
 AA1962                          STATION RECOVERY (2002)
 AA1962
 AA1962'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 AA1962'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1963 ***********************************************************************
 AA1963  DESIGNATION -  15 16
 AA1963  PID         -  AA1963
 AA1963  STATE/COUNTY-  AL/CLEBURNE
 AA1963  USGS QUAD   -  BOWDON WEST (1980)
 AA1963
 AA1963                         *CURRENT SURVEY CONTROL
 AA1963  ___________________________________________________________________
 AA1963* NAD 83(1992)-  33 31 32.15619(N)    085 21 13.02624(W)     ADJUSTED  
 AA1963* NAVD 88     -       286.9    (meters)     941.     (feet)  VERTCON   
 AA1963  ___________________________________________________________________
 AA1963  X           -     431,170.957 (meters)                     COMP
 AA1963  Y           -  -5,305,224.552 (meters)                     COMP
 AA1963  Z           -   3,502,844.023 (meters)                     COMP
 AA1963  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AA1963  ELLIP HEIGHT-         257.93  (meters)          (07/29/02) GPS OBS
 AA1963  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AA1963
 AA1963  HORZ ORDER  -  FIRST
 AA1963  ELLP ORDER  -  FOURTH    CLASS I
 AA1963
 AA1963.The horizontal coordinates were established by GPS observations
 AA1963.and adjusted by the National Geodetic Survey in September 1997..
 AA1963
 AA1963.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1963
 AA1963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1963
 AA1963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1963
 AA1963.The ellipsoidal height was determined by GPS observations
 AA1963.and is referenced to NAD 83.
 AA1963
 AA1963.The geoid height was determined by GEOID03.
 AA1963
 AA1963;                    North         East     Units Scale Factor Converg.
 AA1963;SPC AL E     -   335,589.654   244,561.629   MT  0.99998447   +0 15 53.8
 AA1963;UTM  16      - 3,710,770.761   652,888.015   MT  0.99988818   +0 54 34.2
 AA1963
 AA1963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1963!SPC AL E     -   0.99995951  x   0.99998447  =   0.99994398
 AA1963!UTM  16      -   0.99995951  x   0.99988818  =   0.99984769
 AA1963
 AA1963                          SUPERSEDED SURVEY CONTROL
 AA1963
 AA1963  NAD 83(1992)-  33 31 32.15623(N)    085 21 13.02711(W) AD(       ) 1
 AA1963  ELLIP H (09/29/94)  257.98   (m)                       GP(       ) 3 2
 AA1963  NGVD 29 (09/29/94)  286.8    (m)          941.     (f) GPS OBS        
 AA1963
 AA1963.Superseded values are not recommended for survey control.
 AA1963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1963.See file dsdata.txt to determine how the superseded data were derived.
 AA1963
 AA1963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5288810771(NAD 83)
 AA1963_MARKER: DD = SURVEY DISK
 AA1963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1963_SP_SET: CONCRETE POST
 AA1963_STAMPING: 15-16 1993
 AA1963_MARK LOGO: ALHD  
 AA1963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1963+STABILITY: SURFACE MOTION
 AA1963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1963+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1963
 AA1963  HISTORY     - Date     Condition        Report By
 AA1963  HISTORY     - 1993     MONUMENTED       ALHD
 AA1963
 AA1963                          STATION DESCRIPTION
 AA1963
 AA1963'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1963'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA1963'ALA 46 IN RANBURNE TO REACH THE STATION FROM EXIT 205 ON I-20 (MILE
 AA1963'POST 4.90 ON ALA 46), DRIVE SOUTHEAST ON ALA 46 FOR 13.75 MI (22.13
 AA1963'KM) TO MILE POST 18.65 AND THE STATION ON THE LEFT. THE STATION IS 3.0
 AA1963'FT (0.9 M) SOUTH-SOUTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON WHITE
 AA1963'TOP, GREEN STEEL POSTS, 49.6 FT (15.1 M) NORTH-NORTHEAST OF THE
 AA1963'CENTERLINE OF ALA 46, 68.3 FT (20.8 M) EAST-SOUTHEAST OF THE SOUTHWEST
 AA1963'CORNER OF THE FENCE, 113.7 FT (34.7 M) WEST-NORTHWEST OF A POWER AND
 AA1963'CABLE POLE AND THE SOUTHEAST CORNER OF THE FENCE, 3.0 FT (0.9 M)
 AA1963'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA1963'STATION 15-15 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1964 ***********************************************************************
 AA1964  DESIGNATION -  15 17
 AA1964  PID         -  AA1964
 AA1964  STATE/COUNTY-  AL/CLEBURNE
 AA1964  USGS QUAD   -  FRUITHURST (1980)
 AA1964
 AA1964                         *CURRENT SURVEY CONTROL
 AA1964  ___________________________________________________________________
 AA1964* NAD 83(1992)-  33 37 45.78165(N)    085 28 31.41536(W)     ADJUSTED  
 AA1964* NAVD 88     -       313.7    (meters)    1029.     (feet)  VERTCON   
 AA1964  ___________________________________________________________________
 AA1964  X           -     419,393.947 (meters)                     COMP
 AA1964  Y           -  -5,299,804.529 (meters)                     COMP
 AA1964  Z           -   3,512,449.878 (meters)                     COMP
 AA1964  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AA1964  ELLIP HEIGHT-         284.98  (meters)          (07/29/02) GPS OBS
 AA1964  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA1964
 AA1964  HORZ ORDER  -  FIRST
 AA1964  ELLP ORDER  -  FOURTH    CLASS I
 AA1964
 AA1964.The horizontal coordinates were established by GPS observations
 AA1964.and adjusted by the National Geodetic Survey in September 1997..
 AA1964
 AA1964.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1964
 AA1964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1964
 AA1964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1964
 AA1964.The ellipsoidal height was determined by GPS observations
 AA1964.and is referenced to NAD 83.
 AA1964
 AA1964.The geoid height was determined by GEOID03.
 AA1964
 AA1964;                    North         East     Units Scale Factor Converg.
 AA1964;SPC AL E     -   347,054.884   233,209.901   MT  0.99997359   +0 11 53.6
 AA1964;UTM  16      - 3,722,106.131   641,409.145   MT  0.99984652   +0 50 40.2
 AA1964
 AA1964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1964!SPC AL E     -   0.99995526  x   0.99997359  =   0.99992885
 AA1964!UTM  16      -   0.99995526  x   0.99984652  =   0.99980179
 AA1964
 AA1964|---------------------------------------------------------------------|
 AA1964| PID    Reference Object                     Distance      Geod. Az  |
 AA1964|                                                           dddmmss.s |
 AA1964| AA1965 15 18                               371.268 METERS 01713     |
 AA1964|---------------------------------------------------------------------|
 AA1964
 AA1964                          SUPERSEDED SURVEY CONTROL
 AA1964
 AA1964  NAD 83(1992)-  33 37 45.78164(N)    085 28 31.41622(W) AD(       ) 1
 AA1964  ELLIP H (09/29/94)  285.03   (m)                       GP(       ) 3 2
 AA1964  NGVD 29 (09/29/94)  313.7    (m)         1029.     (f) GPS OBS        
 AA1964
 AA1964.Superseded values are not recommended for survey control.
 AA1964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1964.See file dsdata.txt to determine how the superseded data were derived.
 AA1964
 AA1964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4140922106(NAD 83)
 AA1964_MARKER: DD = SURVEY DISK
 AA1964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1964_SP_SET: CONCRETE POST
 AA1964_STAMPING: 15-17 1993
 AA1964_MARK LOGO: ALHD  
 AA1964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1964+STABILITY: SURFACE MOTION
 AA1964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1964+SATELLITE: SATELLITE OBSERVATIONS - December 16, 2004
 AA1964
 AA1964  HISTORY     - Date     Condition        Report By
 AA1964  HISTORY     - 1993     MONUMENTED       ALHD
 AA1964  HISTORY     - 20041216 GOOD             INDIV
 AA1964
 AA1964                          STATION DESCRIPTION
 AA1964
 AA1964'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1964'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA1964'CLEBURNE COUNTY ROAD NO. 62, ABOUT 6.15 MI (9.90 KM) EAST OF HEFLIN
 AA1964'AND ABOUT 10.50 MI (16.90 KM) NORTHWEST OF RANBURNE. TO REACH THE
 AA1964'STATION FROM EXIT 205 ON I-20 (MILE POST 4.90 ON ALA 46), DRIVE
 AA1964'SOUTHEAST ON ALA 46 FOR 2.10 MI (3.38 KM) TO MILE POST 7.00 AND
 AA1964'CLEBURNE COUNTY ROAD NO. 62 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY
 AA1964'ROAD NO. 62 AND DRIVE NORTHEAST FOR 0.25 MI (0.40 KM) TO THE STATION
 AA1964'ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A HOG
 AA1964'WIRE FENCE WITH FOUR STRANDS OF BARBED WIRE ON TREATED WOOD POSTS,
 AA1964'27.5 FT (8.4 M) EAST-NORTHEAST OF THE EAST ONE OF TWO CONNECTED POSTS
 AA1964'IN THE FENCE LINE, 39.5 FT (12.0 M) NORTH-NORTHWEST OF THE CENTER OF
 AA1964'CLEBURNE COUNTY ROAD NO. 62, 70.4 FT (21.5 M) SOUTH OF A JUNCTION
 AA1964'POWER POLE WITH ONE GUY WIRE IN THE PASTURE, 187.3 FT (57.1 M)
 AA1964'WEST-SOUTHWEST OF TRANSFORMER POWER POLE NO. 15959 ACROSS THE ROAD,
 AA1964'197.8 FT (60.3 M) SOUTHWEST OF THE WEST ONE OF TWO RED AND WHITE VENT
 AA1964'PIPES OF A PIPE LINE, 2.9 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS
 AA1964'POST, AND SET FLUSH WITH THE GROUND. STATION 15-18 1993 MAY BE USED AS
 AA1964'AN AZIMUTH FOR THIS STATION.
 AA1964
 AA1964                          STATION RECOVERY (2004)
 AA1964
 AA1964'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SW)
 AA1964'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1965 ***********************************************************************
 AA1965  DESIGNATION -  15 18
 AA1965  PID         -  AA1965
 AA1965  STATE/COUNTY-  AL/CLEBURNE
 AA1965  USGS QUAD   -  FRUITHURST (1980)
 AA1965
 AA1965                         *CURRENT SURVEY CONTROL
 AA1965  ___________________________________________________________________
 AA1965* NAD 83(1992)-  33 37 57.29207(N)    085 28 27.15188(W)     ADJUSTED  
 AA1965* NAVD 88     -       319.9    (meters)    1050.     (feet)  VERTCON   
 AA1965  ___________________________________________________________________
 AA1965  X           -     419,488.398 (meters)                     COMP
 AA1965  Y           -  -5,299,605.147 (meters)                     COMP
 AA1965  Z           -   3,512,748.569 (meters)                     COMP
 AA1965  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 AA1965  ELLIP HEIGHT-         291.12  (meters)          (07/29/02) GPS OBS
 AA1965  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA1965
 AA1965  HORZ ORDER  -  FIRST
 AA1965  ELLP ORDER  -  FOURTH    CLASS I
 AA1965
 AA1965.The horizontal coordinates were established by GPS observations
 AA1965.and adjusted by the National Geodetic Survey in September 1997..
 AA1965
 AA1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1965
 AA1965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1965
 AA1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1965
 AA1965.The ellipsoidal height was determined by GPS observations
 AA1965.and is referenced to NAD 83.
 AA1965
 AA1965.The geoid height was determined by GEOID03.
 AA1965
 AA1965;                    North         East     Units Scale Factor Converg.
 AA1965;SPC AL E     -   347,409.888   233,318.551   MT  0.99997368   +0 11 56.1
 AA1965;UTM  16      - 3,722,462.294   641,513.770   MT  0.99984689   +0 50 42.8
 AA1965
 AA1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1965!SPC AL E     -   0.99995430  x   0.99997368  =   0.99992798
 AA1965!UTM  16      -   0.99995430  x   0.99984689  =   0.99980120
 AA1965
 AA1965|---------------------------------------------------------------------|
 AA1965| PID    Reference Object                     Distance      Geod. Az  |
 AA1965|                                                           dddmmss.s |
 AA1965| AA1964 15 17                               371.268 METERS 19713     |
 AA1965|---------------------------------------------------------------------|
 AA1965
 AA1965                          SUPERSEDED SURVEY CONTROL
 AA1965
 AA1965  NAD 83(1992)-  33 37 57.29206(N)    085 28 27.15274(W) AD(       ) 1
 AA1965  ELLIP H (09/29/94)  291.17   (m)                       GP(       ) 3 2
 AA1965  NGVD 29 (09/29/94)  319.8    (m)         1049.     (f) GPS OBS        
 AA1965
 AA1965.Superseded values are not recommended for survey control.
 AA1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1965.See file dsdata.txt to determine how the superseded data were derived.
 AA1965
 AA1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4151422462(NAD 83)
 AA1965_MARKER: DD = SURVEY DISK
 AA1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1965_SP_SET: CONCRETE POST
 AA1965_STAMPING: 15-18 1993
 AA1965_MARK LOGO: ALHD  
 AA1965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1965+STABILITY: SURFACE MOTION
 AA1965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1965+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1965
 AA1965  HISTORY     - Date     Condition        Report By
 AA1965  HISTORY     - 1993     MONUMENTED       ALHD
 AA1965
 AA1965                          STATION DESCRIPTION
 AA1965
 AA1965'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1965'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA1965'CLEBURNE COUNTY ROAD NO. 44, ABOUT 6.20 MI (9.98 KM) EAST OF HEFLIN
 AA1965'AND ABOUT 10.60 MI (17.06 KM) NORTHWEST OF RANBURNE. TO REACH THE
 AA1965'STATION FROM EXIT 205 ON I-20 (MILE POST 4.90 ON ALA 46), DRIVE
 AA1965'SOUTHEAST ON ALA 46 FOR 2.10 MI (3.38 KM) TO MILE POST 7.00 AND
 AA1965'CLEBURNE COUNTY ROAD NO. 62 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY
 AA1965'ROAD NO. 62 AND DRIVE NORTHEAST FOR 0.50 MI (0.80 KM) TO CLEBURNE
 AA1965'COUNTY ROAD NO. 44 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY ROAD NO.
 AA1965'44 AND DRIVE WEST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.
 AA1965'THE STATION IS 3.2 FT (1.0 M) NORTH-NORTHEAST OF A HOG WIRE FENCE WITH
 AA1965'FOUR STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 22.5 FT (6.9 M)
 AA1965'SOUTH-SOUTHWEST OF THE CENTER OF CLEBURNE COUNTY ROAD NO. 44, 100.0 FT
 AA1965'(30.5 M) WEST OF A GRAPHIC STOP AHEAD SIGN, 134.7 FT (41.1 M)
 AA1965'SOUTHWEST OF A TWENTYFOUR-INCH RED OAK TREE AT THE EAST END OF A METAL
 AA1965'GATE ACROSS THE ROAD, 148.5 FT (45.3 M) SOUTHEAST OF THE SOUTHWEST
 AA1965'CORNER OF THE FENCE AND THE WEST POST OF A METAL GATE ACROSS THE ROAD,
 AA1965'2.5 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA1965'THE GROUND. STATION 15-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1965'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1966 ***********************************************************************
 AA1966  DESIGNATION -  15 19
 AA1966  PID         -  AA1966
 AA1966  STATE/COUNTY-  AL/CLEBURNE
 AA1966  USGS QUAD   -  HEFLIN (1983)
 AA1966
 AA1966                         *CURRENT SURVEY CONTROL
 AA1966  ___________________________________________________________________
 AA1966* NAD 83(1992)-  33 40 14.09606(N)    085 37 16.79642(W)     ADJUSTED  
 AA1966* NAVD 88     -       401.2    (meters)    1316.     (feet)  VERTCON   
 AA1966  ___________________________________________________________________
 AA1966  X           -     405,705.598 (meters)                     COMP
 AA1966  Y           -  -5,298,403.370 (meters)                     COMP
 AA1966  Z           -   3,516,302.433 (meters)                     COMP
 AA1966  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AA1966  ELLIP HEIGHT-         372.46  (meters)          (07/29/02) GPS OBS
 AA1966  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AA1966
 AA1966  HORZ ORDER  -  FIRST
 AA1966  ELLP ORDER  -  FOURTH    CLASS I
 AA1966
 AA1966.The horizontal coordinates were established by GPS observations
 AA1966.and adjusted by the National Geodetic Survey in September 1994..
 AA1966
 AA1966.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1966
 AA1966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1966
 AA1966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1966
 AA1966.The ellipsoidal height was determined by GPS observations
 AA1966.and is referenced to NAD 83.
 AA1966
 AA1966.The geoid height was determined by GEOID03.
 AA1966
 AA1966;                    North         East     Units Scale Factor Converg.
 AA1966;SPC AL E     -   351,586.986   219,660.177   MT  0.99996476   +0 07 03.1
 AA1966;UTM  16      - 3,726,484.402   627,811.113   MT  0.99980139   +0 45 52.1
 AA1966
 AA1966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1966!SPC AL E     -   0.99994153  x   0.99996476  =   0.99990629
 AA1966!UTM  16      -   0.99994153  x   0.99980139  =   0.99974293
 AA1966
 AA1966:                Primary Azimuth Mark                     Grid Az
 AA1966:SPC AL E     -  15 20                                    317 28 37.3
 AA1966:UTM  16      -  15 20                                    316 49 48.3
 AA1966
 AA1966|---------------------------------------------------------------------|
 AA1966| PID    Reference Object                     Distance      Geod. Az  |
 AA1966|                                                           dddmmss.s |
 AA1966| AA1967 15 20                               472.443 METERS 3173540.4 |
 AA1966|---------------------------------------------------------------------|
 AA1966
 AA1966                          SUPERSEDED SURVEY CONTROL
 AA1966
 AA1966  ELLIP H (09/29/94)  372.52   (m)                       GP(       ) 3 2
 AA1966  NGVD 29 (09/29/94)  401.1    (m)         1316.     (f) GPS OBS        
 AA1966
 AA1966.Superseded values are not recommended for survey control.
 AA1966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1966.See file dsdata.txt to determine how the superseded data were derived.
 AA1966
 AA1966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2781126484(NAD 83)
 AA1966_MARKER: DD = SURVEY DISK
 AA1966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1966_SP_SET: CONCRETE POST
 AA1966_STAMPING: 15-19 1993
 AA1966_MARK LOGO: ALHD  
 AA1966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1966+STABILITY: SURFACE MOTION
 AA1966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1966+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1966
 AA1966  HISTORY     - Date     Condition        Report By
 AA1966  HISTORY     - 1993     MONUMENTED       ALHD
 AA1966
 AA1966                          STATION DESCRIPTION
 AA1966
 AA1966'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1966'THE STATION IS LOCATED IN CLEBURNE COUNTY ON U.S. FOREST SERVICE
 AA1966'PROPERTY, ABOUT 2.55 MI (4.10 KM) NORTHWEST OF HEFLIN AND ABOUT 5.85
 AA1966'MI (9.41 KM) SOUTHWEST OF EDWARDSVILLE. TO REACH THE STATION FROM THE
 AA1966'JUNCTION OF U.S. 78 AND ALA 46 (MILE POST 180.45 ON U.S. 78 AND MILE
 AA1966'POST 0.00 ON ALA 46) IN HEFLIN, DRIVE SOUTHWEST ON U.S. 78 FOR 0.45 MI
 AA1966'(0.72 KM) TO MILE POST 180.00 AND FRANKLIN STREET LEFT AND RIGHT, TURN
 AA1966'RIGHT ON FRANKLIN STREET AND DRIVE NORTHWEST FOR 0.05 MI (0.08 KM) TO
 AA1966'OXFORD STREET LEFT AND RIGHT, TURN LEFT ON OXFORD STREET AND DRIVE
 AA1966'WEST FOR 0.05 MI (0.08 KM) TO CAMPBELL STREET ON THE RIGHT, TURN RIGHT
 AA1966'ON CAMPBELL STREET AND DRIVE NORTHWEST FOR 0.70 MI (1.13 KM) TO A
 AA1966'GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 AA1966'NORTHWEST FOR 2.25 MI (3.62 KM) TO A TRACK ROAD ON THE LEFT, TURN
 AA1966'SHARP LEFT ON THE TRACK ROAD AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO
 AA1966'THE TOP OF THE HILL AND THE STATION ON THE RIGHT. THE STATION IS
 AA1966'LOCATED ON A LOW FLAT TOP HILL IN A CAEAR CUT AREA, 15.5 FT (4.7 M)
 AA1966'WEST OF THE CENTER OF THE TRACK ROAD, 35.0 FT (10.7 M) WEST-SOUTHWEST
 AA1966'OF AN ANGLE POWER POLE WITH ONE GUY WIRE, APPROXIMATELY 0.25 MI (0.40
 AA1966'KM) SOUTH OF BANKHEAD LOOKOUT TOWER, 2.6 FT (0.8 M) NORTHEAST OF A
 AA1966'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 15-20
 AA1966'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3691 ***********************************************************************
 DG3691  DESIGNATION -  15 2
 DG3691  PID         -  DG3691
 DG3691  STATE/COUNTY-  AL/CLEBURNE
 DG3691  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG3691
 DG3691                         *CURRENT SURVEY CONTROL
 DG3691  ___________________________________________________________________
 DG3691* NAD 83(1992)-  33 32 52.56466(N)    085 41 37.76521(W)     ADJUSTED  
 DG3691* NAVD 88     -       265.5    (meters)     871.     (feet)  VERTCON   
 DG3691  ___________________________________________________________________
 DG3691  X           -     399,558.603 (meters)                     COMP
 DG3691  Y           -  -5,306,308.750 (meters)                     COMP
 DG3691  Z           -   3,504,897.361 (meters)                     COMP
 DG3691  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 DG3691  ELLIP HEIGHT-         236.78  (meters)          (07/29/02) GPS OBS
 DG3691  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG3691
 DG3691  HORZ ORDER  -  FIRST
 DG3691  ELLP ORDER  -  FOURTH    CLASS I
 DG3691
 DG3691.The horizontal coordinates were established by GPS observations
 DG3691.and adjusted by the National Geodetic Survey in December 1992..
 DG3691
 DG3691.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3691
 DG3691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3691
 DG3691.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3691
 DG3691.The ellipsoidal height was determined by GPS observations
 DG3691.and is referenced to NAD 83.
 DG3691
 DG3691.The geoid height was determined by GEOID03.
 DG3691
 DG3691;                    North         East     Units Scale Factor Converg.
 DG3691;SPC AL E     -   337,972.579   212,955.930   MT  0.99996207   +0 04 37.6
 DG3691;UTM  16      - 3,712,797.642   621,261.887   MT  0.99978128   +0 43 18.9
 DG3691
 DG3691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3691!SPC AL E     -   0.99996283  x   0.99996207  =   0.99992490
 DG3691!UTM  16      -   0.99996283  x   0.99978128  =   0.99974412
 DG3691
 DG3691:                Primary Azimuth Mark                     Grid Az
 DG3691:SPC AL E     -  15 1                                     273 30 23.7
 DG3691:UTM  16      -  15 1                                     272 51 42.4
 DG3691
 DG3691|---------------------------------------------------------------------|
 DG3691| PID    Reference Object                     Distance      Geod. Az  |
 DG3691|                                                           dddmmss.s |
 DG3691| DG3690 15 1                                464.219 METERS 2733501.3 |
 DG3691|---------------------------------------------------------------------|
 DG3691
 DG3691                          SUPERSEDED SURVEY CONTROL
 DG3691
 DG3691  ELLIP H (12/04/92)  236.87   (m)                       GP(       ) 4 1
 DG3691  NAD 83(1986)-  33 32 52.57021(N)    085 41 37.76337(W) AD(       ) 1
 DG3691  NGVD 29 (12/04/92)  265.4    (m)          871.     (f) GPS OBS        
 DG3691
 DG3691.Superseded values are not recommended for survey control.
 DG3691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3691.See file dsdata.txt to determine how the superseded data were derived.
 DG3691
 DG3691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2126212798(NAD 83)
 DG3691_MARKER: DD = SURVEY DISK
 DG3691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3691_SP_SET: CONCRETE POST
 DG3691_STAMPING: 15 - 2 1990
 DG3691_MARK LOGO: ALHD  
 DG3691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3691+STABILITY: SURFACE MOTION
 DG3691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3691+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3691
 DG3691  HISTORY     - Date     Condition        Report By
 DG3691  HISTORY     - 1990     MONUMENTED       ALHD
 DG3691
 DG3691                          STATION DESCRIPTION
 DG3691
 DG3691'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3691'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3691'CLEBURNE COUNTY ROAD NO. 24, ABOUT 5.87 KM (3.65 MI) NORTHWEST OF
 DG3691'HOLLIS CROSSROADS AND ABOUT 14.24 KM (8.85 MI) SOUTHWEST OF HEFLIN.
 DG3691'TO REACH THE STATION FROM THE OVERPASS OF ALA 281 OVER CLEBURNE COUNTY
 DG3691'ROAD NO. 24, MILE POST 506.10 ON ALA 281, DRIVE SOUTHEAST ON CLEBURNE
 DG3691'COUNTY ROAD NO. 24 2.33 KM (1.45 MI) TO THE STATION ON THE RIGHT.
 DG3691'THE STATION IS 1.68 M (5.51 FT) NORTH OF A FOUR STRAND BARBED WIRE
 DG3691'FENCE ON WOOD POSTS, 10.45 M (34.28 FT) SOUTH OF THE CENTERLINE OF
 DG3691'CLEBURNE COUNTY ROAD NO. 24, 29.17 M (95.70 FT) WEST OF A JUNCTION
 DG3691'POWER POLE, 1.15 M (3.77 FT) NORTH OF A CARSONITE WITNESS POST AND
 DG3691'SET FLUSH WITH THE GROUND.
 DG3691'STATION 15 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1967 ***********************************************************************
 AA1967  DESIGNATION -  15 20
 AA1967  PID         -  AA1967
 AA1967  STATE/COUNTY-  AL/CLEBURNE
 AA1967  USGS QUAD   -  HEFLIN (1983)
 AA1967
 AA1967                         *CURRENT SURVEY CONTROL
 AA1967  ___________________________________________________________________
 AA1967* NAD 83(1992)-  33 40 25.41840(N)    085 37 29.16448(W)     ADJUSTED  
 AA1967* NAVD 88     -       413.6    (meters)    1357.     (feet)  VERTCON   
 AA1967  ___________________________________________________________________
 AA1967  X           -     405,373.930 (meters)                     COMP
 AA1967  Y           -  -5,298,245.167 (meters)                     COMP
 AA1967  Z           -   3,516,599.674 (meters)                     COMP
 AA1967  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AA1967  ELLIP HEIGHT-         384.92  (meters)          (07/29/02) GPS OBS
 AA1967  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AA1967
 AA1967  HORZ ORDER  -  FIRST
 AA1967  ELLP ORDER  -  FOURTH    CLASS I
 AA1967
 AA1967.The horizontal coordinates were established by GPS observations
 AA1967.and adjusted by the National Geodetic Survey in September 1994..
 AA1967
 AA1967.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1967
 AA1967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1967
 AA1967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1967
 AA1967.The ellipsoidal height was determined by GPS observations
 AA1967.and is referenced to NAD 83.
 AA1967
 AA1967.The geoid height was determined by GEOID03.
 AA1967
 AA1967;                    North         East     Units Scale Factor Converg.
 AA1967;SPC AL E     -   351,935.167   219,340.870   MT  0.99996461   +0 06 56.3
 AA1967;UTM  16      - 3,726,828.899   627,487.949   MT  0.99980037   +0 45 45.4
 AA1967
 AA1967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1967!SPC AL E     -   0.99993958  x   0.99996461  =   0.99990419
 AA1967!UTM  16      -   0.99993958  x   0.99980037  =   0.99973996
 AA1967
 AA1967:                Primary Azimuth Mark                     Grid Az
 AA1967:SPC AL E     -  15 19                                    137 28 37.2
 AA1967:UTM  16      -  15 19                                    136 49 48.1
 AA1967
 AA1967|---------------------------------------------------------------------|
 AA1967| PID    Reference Object                     Distance      Geod. Az  |
 AA1967|                                                           dddmmss.s |
 AA1967| AA1966 15 19                               472.443 METERS 1373533.5 |
 AA1967|---------------------------------------------------------------------|
 AA1967
 AA1967                          SUPERSEDED SURVEY CONTROL
 AA1967
 AA1967  ELLIP H (09/29/94)  384.97   (m)                       GP(       ) 3 2
 AA1967  NGVD 29 (09/29/94)  413.5    (m)         1357.     (f) GPS OBS        
 AA1967
 AA1967.Superseded values are not recommended for survey control.
 AA1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1967.See file dsdata.txt to determine how the superseded data were derived.
 AA1967
 AA1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2748826829(NAD 83)
 AA1967_MARKER: DD = SURVEY DISK
 AA1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1967_SP_SET: CONCRETE POST
 AA1967_STAMPING: 15-20 1993
 AA1967_MARK LOGO: ALHD  
 AA1967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1967+STABILITY: SURFACE MOTION
 AA1967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1967+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1967
 AA1967  HISTORY     - Date     Condition        Report By
 AA1967  HISTORY     - 1993     MONUMENTED       ALHD
 AA1967
 AA1967                          STATION DESCRIPTION
 AA1967
 AA1967'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1967'THE STATION IS LOCATED IN CLEBURNE COUNTY ON U.S. FOREST SERVICE
 AA1967'PROPERTY, ABOUT 2.90 MI (4.67 KM) NORTHWEST OF HEFLIN AND ABOUT 6.00
 AA1967'MI (9.66 KM) SOUTHWEST OF EDWARDSVILLE. TO REACH THE STATION FROM THE
 AA1967'JUNCTION OF U.S. 78 AND ALA 46 (MILE POST 180.45 ON U.S. 78 AND MILE
 AA1967'POST 0.00 ON ALA 46) IN HEFLIN, DRIVE SOUTHWEST ON U.S. 78 FOR 0.45 MI
 AA1967'(0.72 KM) TO MILE POST 180.00 AND FRANKLIN STREET LEFT AND RIGHT, TURN
 AA1967'RIGHT ON FRANKLIN STREET AND DRIVE NORTHWEST FOR 0.05 MI (0.08 KM) TO
 AA1967'OXFORD STREET LEFT AND RIGHT, TURN LEFT ON OXFORD STREET AND DRIVE
 AA1967'WEST FOR 0.05 MI (0.08 KM) TO CAMPBELL STREET ON THE RIGHT, TURN RIGHT
 AA1967'ON CAMPBELL STREET AND DRIVE NORTHWEST FOR 0.70 MI (1.13 KM) TO A
 AA1967'GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 AA1967'NORTHWEST FOR 2.55 MI (4.10 KM) TO A T-INTERSECTION WITH A GRAVEL ROAD
 AA1967'LEFT AND RIGHT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE WEST FOR 0.25
 AA1967'MI (0.40 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED IN A
 AA1967'CLEAR CUT AREA, 20.0 FT (6.1 M) SOUTH OF THE CENTER OF THE GRAVEL
 AA1967'ROAD, 132.6 FT (40.4 M) EAST-NORTHEAST OF THE EAST END OF AN
 AA1967'EIGHTEEN-INCH CM PIPE UNDER A WOODS ROAD, 155.4 FT (47.4 M)
 AA1967'EAST-NORTHEAST OF THE EAST POST OF A NATIONAL FOREST REFORESTATION
 AA1967'SIGN, APPROXIMATELY 0.20 MI (0.32 KM) WEST OF BANKHEAD LOOKOUT TOWER,
 AA1967'1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA1967'THE GROUND. STATION 15-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1967'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1968 ***********************************************************************
 AA1968  DESIGNATION -  15 21
 AA1968  PID         -  AA1968
 AA1968  STATE/COUNTY-  AL/CLEBURNE
 AA1968  USGS QUAD   -  FRUITHURST (1980)
 AA1968
 AA1968                         *CURRENT SURVEY CONTROL
 AA1968  ___________________________________________________________________
 AA1968* NAD 83(1992)-  33 41 18.48697(N)    085 27 18.19460(W)     ADJUSTED  
 AA1968* NAVD 88     -       384.5    (meters)    1261.     (feet)  VERTCON   
 AA1968  ___________________________________________________________________
 AA1968  X           -     420,992.102 (meters)                     COMP
 AA1968  Y           -  -5,296,093.082 (meters)                     COMP
 AA1968  Z           -   3,517,944.198 (meters)                     COMP
 AA1968  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AA1968  ELLIP HEIGHT-         355.81  (meters)          (07/29/02) GPS OBS
 AA1968  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA1968
 AA1968  HORZ ORDER  -  FIRST
 AA1968  ELLP ORDER  -  FOURTH    CLASS I
 AA1968
 AA1968.The horizontal coordinates were established by GPS observations
 AA1968.and adjusted by the National Geodetic Survey in September 1997..
 AA1968
 AA1968.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1968
 AA1968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1968
 AA1968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1968
 AA1968.The ellipsoidal height was determined by GPS observations
 AA1968.and is referenced to NAD 83.
 AA1968
 AA1968.The geoid height was determined by GEOID03.
 AA1968
 AA1968;                    North         East     Units Scale Factor Converg.
 AA1968;SPC AL E     -   353,614.857   235,073.005   MT  0.99997516   +0 12 35.4
 AA1968;UTM  16      - 3,728,685.896   643,197.858   MT  0.99985280   +0 51 25.5
 AA1968
 AA1968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1968!SPC AL E     -   0.99994414  x   0.99997516  =   0.99991931
 AA1968!UTM  16      -   0.99994414  x   0.99985280  =   0.99979695
 AA1968
 AA1968                          SUPERSEDED SURVEY CONTROL
 AA1968
 AA1968  NAD 83(1992)-  33 41 18.48694(N)    085 27 18.19551(W) AD(       ) 1
 AA1968  ELLIP H (09/29/94)  355.86   (m)                       GP(       ) 3 2
 AA1968  NGVD 29 (09/29/94)  384.5    (m)         1261.     (f) GPS OBS        
 AA1968
 AA1968.Superseded values are not recommended for survey control.
 AA1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1968.See file dsdata.txt to determine how the superseded data were derived.
 AA1968
 AA1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4319828686(NAD 83)
 AA1968_MARKER: DD = SURVEY DISK
 AA1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1968_SP_SET: CONCRETE POST
 AA1968_STAMPING: 15-21 1993
 AA1968_MARK LOGO: ALHD  
 AA1968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1968+STABILITY: SURFACE MOTION
 AA1968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1968+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1968
 AA1968  HISTORY     - Date     Condition        Report By
 AA1968  HISTORY     - 1993     MONUMENTED       ALHD
 AA1968
 AA1968                          STATION DESCRIPTION
 AA1968
 AA1968'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1968'THE STATION IS LOCATED IN CLEBURNE COUNTY ON PROPERTY OWNED BY
 AA1968'KIMBERLY-CLARK CORPORATION, ABOUT 3.05 MI (4.91 KM) SOUTH-SOUTHWEST OF
 AA1968'FRUITHURST AND ABOUT 3.20 MI (5.15 KM) EAST-SOUTHEAST OF EDWARDSVILLE.
 AA1968'TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 46 (MILE
 AA1968'POST 180.45 ON U.S. 78 AND MILE POST 0.00 ON ALA 46) IN HEFLIN, DRIVE
 AA1968'NORTHEAST ON U.S. 78 FOR 4.55 MI (7.32 KM) TO MILE POST 185.00 AND
 AA1968'CLEBURNE COUNTY ROAD NO. 66 ON THE RIGHT, TURN RIGHT ON CLEBURNE
 AA1968'COUNTY ROAD NO. 66 AND DRIVE EAST FOR 4.80 MI (7.72 KM) TO A WOODS
 AA1968'ROAD ON THE LEFT, TURN LEFT ON THE WOODS ROAD AND DRIVE NORTH FOR 0.05
 AA1968'MI (0.08 KM) TO THE END OF THE ROAD AND THE STATION. THE STATION IS
 AA1968'LOCATED ON THE TOP OF THE NORTH END OF A HILL AT THE NORTH END OF THE
 AA1968'WOODS ROAD, 2.2 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 AA1968'SET FLUSH WITH THE GROUND. STATION 15-22 1993 MAY BE USED AS AN
 AA1968'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1969 ***********************************************************************
 AA1969  DESIGNATION -  15 22
 AA1969  PID         -  AA1969
 AA1969  STATE/COUNTY-  AL/CLEBURNE
 AA1969  USGS QUAD   -  FRUITHURST (1980)
 AA1969
 AA1969                         *CURRENT SURVEY CONTROL
 AA1969  ___________________________________________________________________
 AA1969* NAD 83(1992)-  33 41 48.86412(N)    085 27 24.93065(W)     ADJUSTED  
 AA1969* NAVD 88     -       369.3    (meters)    1212.     (feet)  VERTCON   
 AA1969  ___________________________________________________________________
 AA1969  X           -     420,777.015 (meters)                     COMP
 AA1969  Y           -  -5,295,576.604 (meters)                     COMP
 AA1969  Z           -   3,518,714.506 (meters)                     COMP
 AA1969  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AA1969  ELLIP HEIGHT-         340.58  (meters)          (07/29/02) GPS OBS
 AA1969  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AA1969
 AA1969  HORZ ORDER  -  FIRST
 AA1969  ELLP ORDER  -  FOURTH    CLASS I
 AA1969
 AA1969.The horizontal coordinates were established by GPS observations
 AA1969.and adjusted by the National Geodetic Survey in September 1997..
 AA1969
 AA1969.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1969
 AA1969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1969
 AA1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1969
 AA1969.The ellipsoidal height was determined by GPS observations
 AA1969.and is referenced to NAD 83.
 AA1969
 AA1969.The geoid height was determined by GEOID03.
 AA1969
 AA1969;                    North         East     Units Scale Factor Converg.
 AA1969;SPC AL E     -   354,550.121   234,896.108   MT  0.99997501   +0 12 31.8
 AA1969;UTM  16      - 3,729,618.987   643,010.428   MT  0.99985214   +0 51 22.5
 AA1969
 AA1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1969!SPC AL E     -   0.99994654  x   0.99997501  =   0.99992155
 AA1969!UTM  16      -   0.99994654  x   0.99985214  =   0.99979868
 AA1969
 AA1969                          SUPERSEDED SURVEY CONTROL
 AA1969
 AA1969  NAD 83(1992)-  33 41 48.86409(N)    085 27 24.93156(W) AD(       ) 1
 AA1969  ELLIP H (09/29/94)  340.63   (m)                       GP(       ) 3 2
 AA1969  NGVD 29 (09/29/94)  369.2    (m)         1211.     (f) GPS OBS        
 AA1969
 AA1969.Superseded values are not recommended for survey control.
 AA1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1969.See file dsdata.txt to determine how the superseded data were derived.
 AA1969
 AA1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4301029619(NAD 83)
 AA1969_MARKER: DD = SURVEY DISK
 AA1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1969_SP_SET: CONCRETE POST
 AA1969_STAMPING: 15-22 1993
 AA1969_MARK LOGO: ALHD  
 AA1969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1969+STABILITY: SURFACE MOTION
 AA1969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1969+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1969
 AA1969  HISTORY     - Date     Condition        Report By
 AA1969  HISTORY     - 1993     MONUMENTED       ALHD
 AA1969
 AA1969                          STATION DESCRIPTION
 AA1969
 AA1969'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1969'THE STATION IS LOCATED IN CLEBURNE COUNTY ON PROPERTY OWNED BY
 AA1969'KIMBERLY-CLARK CORPORATION, ABOUT 2.70 MI (4.35 KM) SOUTH-SOUTHWEST OF
 AA1969'FRUITHURST AND ABOUT 3.40 MI (5.47 KM) EAST-SOUTHEAST OF EDWARDSVILLE.
 AA1969'TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 46 (MILE
 AA1969'POST 180.45 ON U.S. 78 AND MILE POST 0.00 ON ALA 46) IN HEFLIN, DRIVE
 AA1969'NORTHEAST ON U.S. 78 FOR 4.55 MI (7.32 KM) TO MILE POST 185.00 AND
 AA1969'CLEBURNE COUNTY ROAD NO. 66 ON THE RIGHT, TURN RIGHT ON CLEBURNE
 AA1969'COUNTY ROAD NO. 66 AND DRIVE EAST FOR 5.00 MI (8.05 KM) TO CLEBURNE
 AA1969'COUNTY ROAD NO. 33 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY ROAD NO.
 AA1969'33 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO A DIRT ROAD ON THE LEFT
 AA1969'BETWEEN OAK GROVE LOOKOUT TOWER AND A MICROWAVE TOWER, TURN LEFT ON
 AA1969'THE DIRT ROAD AND DRIVE NORTHWEST FOR 0.40 MI (0.64 KM) TO THE TOP OF
 AA1969'THE SECOND HILL AND THE STATION ON THE LEFT. THE STATION IS LOCATED ON
 AA1969'TOP OF A FLAT TOP HILL, 23.0 FT (7.0 M) SOUTH OF THE CENTER OF THE
 AA1969'DIRT ROAD, 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND
 AA1969'SET FLUSH WITH THE GROUND. STATION 15-21 1993 MAY BE USED AS AN
 AA1969'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1970 ***********************************************************************
 AA1970  DESIGNATION -  15 23
 AA1970  PID         -  AA1970
 AA1970  STATE/COUNTY-  AL/CLEBURNE
 AA1970  USGS QUAD   -  FRUITHURST (1980)
 AA1970
 AA1970                         *CURRENT SURVEY CONTROL
 AA1970  ___________________________________________________________________
 AA1970* NAD 83(1992)-  33 42 41.39620(N)    085 22 56.51751(W)     ADJUSTED  
 AA1970* NAVD 88     -       308.5    (meters)    1012.     (feet)  VERTCON   
 AA1970  ___________________________________________________________________
 AA1970  X           -     427,591.426 (meters)                     COMP
 AA1970  Y           -  -5,294,078.837 (meters)                     COMP
 AA1970  Z           -   3,520,027.276 (meters)                     COMP
 AA1970  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AA1970  ELLIP HEIGHT-         279.72  (meters)          (07/29/02) GPS OBS
 AA1970  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA1970
 AA1970  HORZ ORDER  -  FIRST
 AA1970  ELLP ORDER  -  FOURTH    CLASS I
 AA1970
 AA1970.The horizontal coordinates were established by GPS observations
 AA1970.and adjusted by the National Geodetic Survey in September 1997..
 AA1970
 AA1970.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1970
 AA1970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1970
 AA1970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1970
 AA1970.The ellipsoidal height was determined by GPS observations
 AA1970.and is referenced to NAD 83.
 AA1970
 AA1970.The geoid height was determined by GEOID03.
 AA1970
 AA1970;                    North         East     Units Scale Factor Converg.
 AA1970;SPC AL E     -   356,196.294   241,801.336   MT  0.99998153   +0 15 01.1
 AA1970;UTM  16      - 3,731,342.899   649,895.829   MT  0.99987700   +0 53 52.7
 AA1970
 AA1970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1970!SPC AL E     -   0.99995609  x   0.99998153  =   0.99993762
 AA1970!UTM  16      -   0.99995609  x   0.99987700  =   0.99983309
 AA1970
 AA1970                          SUPERSEDED SURVEY CONTROL
 AA1970
 AA1970  NAD 83(1992)-  33 42 41.39625(N)    085 22 56.51859(W) AD(       ) 1
 AA1970  ELLIP H (09/29/94)  279.77   (m)                       GP(       ) 3 2
 AA1970  NGVD 29 (09/29/94)  308.4    (m)         1012.     (f) GPS OBS        
 AA1970
 AA1970.Superseded values are not recommended for survey control.
 AA1970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1970.See file dsdata.txt to determine how the superseded data were derived.
 AA1970
 AA1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4989631343(NAD 83)
 AA1970_MARKER: DD = SURVEY DISK
 AA1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1970_SP_SET: CONCRETE POST
 AA1970_STAMPING: 15-23 1993
 AA1970_MARK LOGO: ALHD  
 AA1970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1970+STABILITY: SURFACE MOTION
 AA1970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1970+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2006
 AA1970
 AA1970  HISTORY     - Date     Condition        Report By
 AA1970  HISTORY     - 1993     MONUMENTED       ALHD
 AA1970  HISTORY     - 20060726 GOOD             GEOCAC
 AA1970
 AA1970                          STATION DESCRIPTION
 AA1970
 AA1970'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1970'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE EAST RIGHT OF WAY OF
 AA1970'CLEBURNE COUNTY ROAD NO. 49, ABOUT 3.20 MI (5.15 KM) EAST-SOUTHEAST OF
 AA1970'FRUITHURST AND ABOUT 13.05 MI (21.00 KM) NORTH OF RANBURNE. TO REACH
 AA1970'THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 46 (MILE POST 180.45
 AA1970'ON U.S. 78 AND MILE POST 0.00 ON ALA 46) IN HEFLIN, DRIVE NORTHEAST ON
 AA1970'U.S. 78 FOR 13.75 MI (22.13 KM) TO MILE POST 194.20 AND CLEBURNE
 AA1970'COUNTY ROAD NO. 49 LEFT AND RIGHT, TURN RIGHT ON CLEBURNE COUNTY ROAD
 AA1970'NO. 49 AND DRIVE SOUTH FOR 1.15 MI (1.85 KM) TO A RAILROAD GRADE
 AA1970'CROSSING, CONTINUE SOUTH ON CLEBURNE COUNTY ROAD NO. 49 FOR 1.75 MI
 AA1970'(2.82 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED ON THE
 AA1970'HIGHEST POINT OF A TEN FOOT BACKSLOPE, 6.5 FT (2.0 M) EAST-NORTHEAST
 AA1970'OF THE CREST OF A TEN FOOT BACKSLOPE, 40.0 FT (12.2 M) EAST-NORTHEAST
 AA1970'OF THE CENTER OF CLEBURNE COUNTY ROAD NO. 49, 1.6 FT (0.5 M) SOUTHWEST
 AA1970'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA1970'15-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA1970
 AA1970                          STATION RECOVERY (2006)
 AA1970
 AA1970'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA1970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1971 ***********************************************************************
 AA1971  DESIGNATION -  15 24
 AA1971  PID         -  AA1971
 AA1971  STATE/COUNTY-  AL/CLEBURNE
 AA1971  USGS QUAD   -  FRUITHURST (1980)
 AA1971
 AA1971                         *CURRENT SURVEY CONTROL
 AA1971  ___________________________________________________________________
 AA1971* NAD 83(1992)-  33 43 01.10384(N)    085 23 10.86934(W)     ADJUSTED  
 AA1971* NAVD 88     -       312.4    (meters)    1025.     (feet)  VERTCON   
 AA1971  ___________________________________________________________________
 AA1971  X           -     427,196.215 (meters)                     COMP
 AA1971  Y           -  -5,293,775.852 (meters)                     COMP
 AA1971  Z           -   3,520,534.536 (meters)                     COMP
 AA1971  LAPLACE CORR-          -1.37  (seconds)                    DEFLEC99
 AA1971  ELLIP HEIGHT-         283.61  (meters)          (07/29/02) GPS OBS
 AA1971  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AA1971
 AA1971  HORZ ORDER  -  FIRST
 AA1971  ELLP ORDER  -  FOURTH    CLASS I
 AA1971
 AA1971.The horizontal coordinates were established by GPS observations
 AA1971.and adjusted by the National Geodetic Survey in September 1997..
 AA1971
 AA1971.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1971
 AA1971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1971
 AA1971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1971
 AA1971.The ellipsoidal height was determined by GPS observations
 AA1971.and is referenced to NAD 83.
 AA1971
 AA1971.The geoid height was determined by GEOID03.
 AA1971
 AA1971;                    North         East     Units Scale Factor Converg.
 AA1971;SPC AL E     -   356,801.869   241,429.174   MT  0.99998115   +0 14 53.2
 AA1971;UTM  16      - 3,731,944.165   649,516.884   MT  0.99987560   +0 53 45.2
 AA1971
 AA1971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1971!SPC AL E     -   0.99995548  x   0.99998115  =   0.99993663
 AA1971!UTM  16      -   0.99995548  x   0.99987560  =   0.99983108
 AA1971
 AA1971                          SUPERSEDED SURVEY CONTROL
 AA1971
 AA1971  NAD 83(1992)-  33 43 01.10388(N)    085 23 10.87042(W) AD(       ) 1
 AA1971  ELLIP H (09/29/94)  283.66   (m)                       GP(       ) 3 2
 AA1971  NGVD 29 (09/29/94)  312.3    (m)         1025.     (f) GPS OBS        
 AA1971
 AA1971.Superseded values are not recommended for survey control.
 AA1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1971.See file dsdata.txt to determine how the superseded data were derived.
 AA1971
 AA1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4951731944(NAD 83)
 AA1971_MARKER: DD = SURVEY DISK
 AA1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1971_SP_SET: CONCRETE POST
 AA1971_STAMPING: 15-24 1993
 AA1971_MARK LOGO: ALHD  
 AA1971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1971+STABILITY: SURFACE MOTION
 AA1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1971+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1971
 AA1971  HISTORY     - Date     Condition        Report By
 AA1971  HISTORY     - 1993     MONUMENTED       ALHD
 AA1971  HISTORY     - 20060726 POOR             GEOCAC
 AA1971
 AA1971                          STATION DESCRIPTION
 AA1971
 AA1971'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1971'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE NORTHEAST RIGHT OF
 AA1971'WAY OF CLEBURNE COUNTY ROAD NO. 49, ABOUT 2.85 MI (4.59 KM)
 AA1971'EAST-SOUTHEAST OF FRUITHURST AND ABOUT 13.50 MI (21.73 KM) NORTH OF
 AA1971'RANBURNE. TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 46
 AA1971'(MILE POST 180.45 ON U.S. 78 AND MILE POST 0.00 ON ALA 46) IN HEFLIN,
 AA1971'DRIVE NORTHEAST ON U.S. 78 FOR 13.75 MI (22.13 KM) TO MILE POST 194.20
 AA1971'AND CLEBURNE COUNTY ROAD NO. 49 LEFT AND RIGHT, TURN RIGHT ON CLEBURNE
 AA1971'COUNTY ROAD NO. 49 AND DRIVE SOUTH FOR 1.15 MI (1.85 KM) TO A RAILROAD
 AA1971'GRADE CROSSING, CONTINUE SOUTH ON CLEBURNE COUNTY ROAD NO. 49 FOR 1.30
 AA1971'MI (2.09 KM) TO THE STATION ON THE LEFT. THE STATION IS 5.5 FT (1.7 M)
 AA1971'NORTHEAST OF THE CREST OF A FOUR FOOT BACKSLOPE, 31.5 FT (9.6 M)
 AA1971'NORTHEAST OF THE CENTER OF CLEBURNE COUNTY ROAD NO. 49, 2.1 FT (0.6 M)
 AA1971'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA1971'STATION 15-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA1971
 AA1971                          STATION RECOVERY (2006)
 AA1971
 AA1971'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA1971'MONUMENT HAS BEEN DISTURBED, IS CHIPPED AND HAS A 10 DEGREE TILT SOUTH
 AA1971'WHICH MAY HAVE
 AA1971'COMPROMISED THE ACCURACY OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1972 ***********************************************************************
 AA1972  DESIGNATION -  15 25
 AA1972  PID         -  AA1972
 AA1972  STATE/COUNTY-  AL/CLEBURNE
 AA1972  USGS QUAD   -  OAK LEVEL (1983)
 AA1972
 AA1972                         *CURRENT SURVEY CONTROL
 AA1972  ___________________________________________________________________
 AA1972* NAD 83(1992)-  33 50 06.25830(N)    085 25 09.28120(W)     ADJUSTED  
 AA1972* NAVD 88     -       328.9    (meters)    1079.     (feet)  VERTCON   
 AA1972  ___________________________________________________________________
 AA1972  X           -     423,576.574 (meters)                     COMP
 AA1972  Y           -  -5,286,774.387 (meters)                     COMP
 AA1972  Z           -   3,531,432.615 (meters)                     COMP
 AA1972  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AA1972  ELLIP HEIGHT-         300.21  (meters)          (07/29/02) GPS OBS
 AA1972  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA1972
 AA1972  HORZ ORDER  -  FIRST
 AA1972  ELLP ORDER  -  FOURTH    CLASS I
 AA1972
 AA1972.The horizontal coordinates were established by GPS observations
 AA1972.and adjusted by the National Geodetic Survey in September 1997..
 AA1972
 AA1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1972
 AA1972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1972
 AA1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1972
 AA1972.The ellipsoidal height was determined by GPS observations
 AA1972.and is referenced to NAD 83.
 AA1972
 AA1972.The geoid height was determined by GEOID03.
 AA1972
 AA1972;                    North         East     Units Scale Factor Converg.
 AA1972;SPC AL E     -   369,888.046   238,327.853   MT  0.99997810   +0 13 50.0
 AA1972;UTM  16      - 3,744,992.952   646,267.947   MT  0.99986375   +0 52 49.2
 AA1972
 AA1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1972!SPC AL E     -   0.99995287  x   0.99997810  =   0.99993097
 AA1972!UTM  16      -   0.99995287  x   0.99986375  =   0.99981663
 AA1972
 AA1972:                Primary Azimuth Mark                     Grid Az
 AA1972:SPC AL E     -  15 26                                    060 47 21.6
 AA1972:UTM  16      -  15 26                                    060 08 22.4
 AA1972
 AA1972|---------------------------------------------------------------------|
 AA1972| PID    Reference Object                     Distance      Geod. Az  |
 AA1972|                                                           dddmmss.s |
 AA1972| AA1973 15 26                               405.424 METERS 0610111.6 |
 AA1972|---------------------------------------------------------------------|
 AA1972
 AA1972                          SUPERSEDED SURVEY CONTROL
 AA1972
 AA1972  NAD 83(1992)-  33 50 06.25853(N)    085 25 09.28204(W) AD(       ) 1
 AA1972  ELLIP H (09/29/94)  300.26   (m)                       GP(       ) 3 2
 AA1972  NGVD 29 (09/29/94)  328.9    (m)         1079.     (f) GPS OBS        
 AA1972
 AA1972.Superseded values are not recommended for survey control.
 AA1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1972.See file dsdata.txt to determine how the superseded data were derived.
 AA1972
 AA1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4626844993(NAD 83)
 AA1972_MARKER: DD = SURVEY DISK
 AA1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1972_SP_SET: CONCRETE POST
 AA1972_STAMPING: 15-25 1993
 AA1972_MARK LOGO: ALHD  
 AA1972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1972+STABILITY: SURFACE MOTION
 AA1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1972+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1972
 AA1972  HISTORY     - Date     Condition        Report By
 AA1972  HISTORY     - 1993     MONUMENTED       ALHD
 AA1972
 AA1972                          STATION DESCRIPTION
 AA1972
 AA1972'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1972'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA1972'CLEBURNE COUNTY ROAD NO. 65, ABOUT 5.10 MI (8.21 KM) NORTH OF
 AA1972'FRUITHURST AND ABOUT 10.10 MI (16.25 KM) NORTHEAST OF EDWARDSVILLE. TO
 AA1972'REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 46 (MILE POST
 AA1972'180.45 ON U.S. 78 AND MILE POST 0.00 ON ALA 46) IN HEFLIN, DRIVE
 AA1972'NORTHEAST ON U.S. 78 FOR 8.25 MI (13.28 KM) TO MILE POST 188.70 AND
 AA1972'CLEBURNE COUNTY ROAD NO. 65 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY
 AA1972'ROAD NO. 65 AND DRIVE NORTHEAST FOR 6.00 MI (9.66 KM) TO CLEBURNE
 AA1972'COUNTY ROAD NO. 49 LEFT AND RIGHT, TURN LEFT ON CLEBURNE COUNTY ROAD
 AA1972'NO. 49 AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO CLEBURNE COUNTY ROAD
 AA1972'NO. 65 ON THE RIGHT, TURN RIGHT ON CLEBURNE COUNTY ROAD NO. 65 AND
 AA1972'DRIVE NORTHEAST FOR 3.00 MI (4.83 KM) TO THE STATION ON THE RIGHT. THE
 AA1972'STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FOUR STRAND BARBED WIRE
 AA1972'FENCE ON WHITE TOP, GREEN STEEL POSTS, 35.5 FT (10.8 M)
 AA1972'SOUTH-SOUTHEAST OF THE CENTER OF CLEBURNE COUNTY ROAD NO. 65, 63.1 FT
 AA1972'(19.2 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 253 1, 69.0 FT
 AA1972'(21.0 M) NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE, 96.9 FT (29.5
 AA1972'M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 241 12 ACROSS THE ROAD, 99.5
 AA1972'FT (30.3 M) SOUTH OF A POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD,
 AA1972'108.8 FT (33.2 M) WEST-SOUTHWEST OF THE WEST POST OF A RED PIPE GATE,
 AA1972'2.8 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA1972'WITH THE GROUND. STATION 15-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1972'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1973 ***********************************************************************
 AA1973  DESIGNATION -  15 26
 AA1973  PID         -  AA1973
 AA1973  STATE/COUNTY-  AL/CLEBURNE
 AA1973  USGS QUAD   -  OAK LEVEL (1983)
 AA1973
 AA1973                         *CURRENT SURVEY CONTROL
 AA1973  ___________________________________________________________________
 AA1973* NAD 83(1992)-  33 50 12.63343(N)    085 24 55.48732(W)     ADJUSTED  
 AA1973* NAVD 88     -       340.6    (meters)    1117.     (feet)  VERTCON   
 AA1973  ___________________________________________________________________
 AA1973  X           -     423,922.157 (meters)                     COMP
 AA1973  Y           -  -5,286,646.701 (meters)                     COMP
 AA1973  Z           -   3,531,602.288 (meters)                     COMP
 AA1973  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AA1973  ELLIP HEIGHT-         311.90  (meters)          (07/29/02) GPS OBS
 AA1973  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA1973
 AA1973  HORZ ORDER  -  FIRST
 AA1973  ELLP ORDER  -  FOURTH    CLASS I
 AA1973
 AA1973.The horizontal coordinates were established by GPS observations
 AA1973.and adjusted by the National Geodetic Survey in September 1997..
 AA1973
 AA1973.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1973
 AA1973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1973
 AA1973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1973
 AA1973.The ellipsoidal height was determined by GPS observations
 AA1973.and is referenced to NAD 83.
 AA1973
 AA1973.The geoid height was determined by GEOID03.
 AA1973
 AA1973;                    North         East     Units Scale Factor Converg.
 AA1973;SPC AL E     -   370,085.898   238,681.712   MT  0.99997844   +0 13 57.8
 AA1973;UTM  16      - 3,745,194.781   646,619.499   MT  0.99986502   +0 52 57.0
 AA1973
 AA1973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1973!SPC AL E     -   0.99995104  x   0.99997844  =   0.99992948
 AA1973!UTM  16      -   0.99995104  x   0.99986502  =   0.99981606
 AA1973
 AA1973:                Primary Azimuth Mark                     Grid Az
 AA1973:SPC AL E     -  15 25                                    240 47 21.4
 AA1973:UTM  16      -  15 25                                    240 08 22.2
 AA1973
 AA1973|---------------------------------------------------------------------|
 AA1973| PID    Reference Object                     Distance      Geod. Az  |
 AA1973|                                                           dddmmss.s |
 AA1973| AA1972 15 25                               405.424 METERS 2410119.2 |
 AA1973|---------------------------------------------------------------------|
 AA1973
 AA1973                          SUPERSEDED SURVEY CONTROL
 AA1973
 AA1973  NAD 83(1992)-  33 50 12.63366(N)    085 24 55.48817(W) AD(       ) 1
 AA1973  ELLIP H (09/29/94)  311.95   (m)                       GP(       ) 3 2
 AA1973  NGVD 29 (09/29/94)  340.6    (m)         1117.     (f) GPS OBS        
 AA1973
 AA1973.Superseded values are not recommended for survey control.
 AA1973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1973.See file dsdata.txt to determine how the superseded data were derived.
 AA1973
 AA1973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4661945195(NAD 83)
 AA1973_MARKER: DD = SURVEY DISK
 AA1973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1973_SP_SET: CONCRETE POST
 AA1973_STAMPING: 15-26 1993
 AA1973_MARK LOGO: ALHD  
 AA1973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1973+STABILITY: SURFACE MOTION
 AA1973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1973+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1973
 AA1973  HISTORY     - Date     Condition        Report By
 AA1973  HISTORY     - 1993     MONUMENTED       ALHD
 AA1973
 AA1973                          STATION DESCRIPTION
 AA1973
 AA1973'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1973'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE SOUTHEAST RIGHT OF
 AA1973'WAY OF CLEBURNE COUNTY ROAD NO. 65, ABOUT 5.20 MI (8.37 KM) NORTH OF
 AA1973'FRUITHURST AND ABOUT 10.30 MI (16.58 KM) NORTHEAST OF EDWARDSVILLE. TO
 AA1973'REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 46 (MILE POST
 AA1973'180.45 ON U.S. 78 AND MILE POST 0.00 ON ALA 46) IN HEFLIN, DRIVE
 AA1973'NORTHEAST ON U.S. 78 FOR 8.25 MI (13.28 KM) TO MILE POST 188.70 AND
 AA1973'CLEBURNE COUNTY ROAD NO. 65 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY
 AA1973'ROAD NO. 65 AND DRIVE NORTHEAST FOR 6.00 MI (9.66 KM) TO CLEBURNE
 AA1973'COUNTY ROAD NO. 49 LEFT AND RIGHT, TURN LEFT ON CLEBURNE COUNTY ROAD
 AA1973'NO. 49 AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO CLEBURNE COUNTY ROAD
 AA1973'NO. 65 ON THE RIGHT, TURN RIGHT ON CLEBURNE COUNTY ROAD NO. 65 AND
 AA1973'DRIVE NORTHEAST FOR 3.25 MI (5.23 KM) TO THE STATION ON THE RIGHT. THE
 AA1973'STATION IS 13.3 FT (4.1 M) NORTHWEST OF A CLEBURNE COUNTY 91 SIGN,
 AA1973'24.0 FT (7.3 M) WEST OF THE CENTER OF CLEBURNE COUNTY ROAD NO. 91,
 AA1973'32.5 FT (9.9 M) SOUTHEAST OF THE CENTER OF CLEBURNE COUNTY ROAD NO.
 AA1973'65, 44.8 FT (13.7 M) WEST-SOUTHWEST OF A STOP SIGN ACROSS CLEBURNE
 AA1973'COUNTY ROAD NO. 91, 93.9 FT (28.6 M) SOUTH OF TELEPHONE CABLE PEDESTAL
 AA1973'NO. 241 13 ACROSS CLEBURNE COUNTY ROAD NO. 65, 129.7 FT (39.5 M) SOUTH
 AA1973'OF A JUNCTION POWER POLE ACROSS CLEBURNE COUNTY ROAD NO. 65, 2.1 FT
 AA1973'(0.6 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA1973'GROUND. STATION 15-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1974 ***********************************************************************
 AA1974  DESIGNATION -  15 27
 AA1974  PID         -  AA1974
 AA1974  STATE/COUNTY-  AL/CLEBURNE
 AA1974  USGS QUAD   -  PIEDMONT SE (1967)
 AA1974
 AA1974                         *CURRENT SURVEY CONTROL
 AA1974  ___________________________________________________________________
 AA1974* NAD 83(1992)-  33 50 36.13987(N)    085 34 15.41150(W)     ADJUSTED  
 AA1974* NAVD 88     -       321.4    (meters)    1054.     (feet)  VERTCON   
 AA1974  ___________________________________________________________________
 AA1974  X           -     409,537.162 (meters)                     COMP
 AA1974  Y           -  -5,287,359.984 (meters)                     COMP
 AA1974  Z           -   3,532,193.205 (meters)                     COMP
 AA1974  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AA1974  ELLIP HEIGHT-         292.73  (meters)          (07/29/02) GPS OBS
 AA1974  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AA1974
 AA1974  HORZ ORDER  -  FIRST
 AA1974  ELLP ORDER  -  FOURTH    CLASS I
 AA1974
 AA1974.The horizontal coordinates were established by GPS observations
 AA1974.and adjusted by the National Geodetic Survey in September 1994..
 AA1974
 AA1974.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1974
 AA1974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1974
 AA1974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1974
 AA1974.The ellipsoidal height was determined by GPS observations
 AA1974.and is referenced to NAD 83.
 AA1974
 AA1974.The geoid height was determined by GEOID03.
 AA1974
 AA1974;                    North         East     Units Scale Factor Converg.
 AA1974;SPC AL E     -   370,762.537   224,283.907   MT  0.99996727   +0 08 46.1
 AA1974;UTM  16      - 3,745,708.019   632,216.857   MT  0.99981550   +0 47 45.6
 AA1974
 AA1974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1974!SPC AL E     -   0.99995405  x   0.99996727  =   0.99992132
 AA1974!UTM  16      -   0.99995405  x   0.99981550  =   0.99976956
 AA1974
 AA1974                          SUPERSEDED SURVEY CONTROL
 AA1974
 AA1974  ELLIP H (09/29/94)  292.77   (m)                       GP(       ) 3 2
 AA1974  NGVD 29 (09/29/94)  321.3    (m)         1054.     (f) GPS OBS        
 AA1974
 AA1974.Superseded values are not recommended for survey control.
 AA1974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1974.See file dsdata.txt to determine how the superseded data were derived.
 AA1974
 AA1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3221745708(NAD 83)
 AA1974_MARKER: DD = SURVEY DISK
 AA1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1974_SP_SET: CONCRETE POST
 AA1974_STAMPING: 15-27 1993
 AA1974_MARK LOGO: ALHD  
 AA1974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1974+STABILITY: SURFACE MOTION
 AA1974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1974+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1974
 AA1974  HISTORY     - Date     Condition        Report By
 AA1974  HISTORY     - 1993     MONUMENTED       ALHD
 AA1974
 AA1974                          STATION DESCRIPTION
 AA1974
 AA1974'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1974'THE STATION IS LOCATED INCLEBURNE COUNTY ON PROPERTY OWNED BY THE U.S.
 AA1974'FOREST SERVICE, ABOUT 9.90 MI (15.93 KM) NORTH-NORTHWEST OF
 AA1974'EDWARDSVILLE AND ABOUT 11.10 MI (17.86 KM) NORTHWEST OF FRUITHURST. TO
 AA1974'REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 9 NORTH (MILE
 AA1974'POST 220.40 ON ALA 9 AND MILE POST 174.95 ON U.S. 78) ABOUT 10.10 MI
 AA1974'(16.25 KM) EAST OF OXFORD, DRIVE NORTH ON ALA 9 FOR 11.50 MI (18.51
 AA1974'KM) TO MILE POST 231.90 AND CALHOUN COUNTY ROAD NO. 262 LEFT AND RIGHT
 AA1974'AT A CAUTION LIGHT, TURN RIGHT ON CALHOUN COUNTY ROAD NO. 262 AND
 AA1974'DRIVE EAST FOR 0.90 MI (1.45 KM) TO THE END OF CLEBURNE COUNTY ROAD
 AA1974'NO. 262, CONTINUE EAST ON CALHOUN COUNTY ROAD NO. 55 FOR 6.15 MI (9.90
 AA1974'KM) TO THE CALHOUN-CLEBURNE COUNTY LINE, CONTINUE EAST ON THE PAVED
 AA1974'COUNTY ROAD FOR 0.80 MI (1.29 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN
 AA1974'RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTH FOR 0.50 MI (0.80 KM) TO A
 AA1974'WOODS ROAD ON THE LEFT, PARK HERE AND PACK NORTH FOR 240 FT (73.2 M)
 AA1974'TO THE STATION. THE STATION IS 11.0 FT (3.4 M) WEST OF THE CENTER OF
 AA1974'THE WOODS ROAD, 3.1 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND
 AA1974'SET FLUSH WITH THE GROUND. STATION 15-28 1993 MAY BE USED AS AN
 AA1974'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1975 ***********************************************************************
 AA1975  DESIGNATION -  15 28
 AA1975  PID         -  AA1975
 AA1975  STATE/COUNTY-  AL/CLEBURNE
 AA1975  USGS QUAD   -  PIEDMONT SE (1967)
 AA1975
 AA1975                         *CURRENT SURVEY CONTROL
 AA1975  ___________________________________________________________________
 AA1975* NAD 83(1992)-  33 50 38.65717(N)    085 33 52.85113(W)     ADJUSTED  
 AA1975* NAVD 88     -       337.6    (meters)    1108.     (feet)  VERTCON   
 AA1975  ___________________________________________________________________
 AA1975  X           -     410,113.167 (meters)                     COMP
 AA1975  Y           -  -5,287,285.480 (meters)                     COMP
 AA1975  Z           -   3,532,266.632 (meters)                     COMP
 AA1975  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AA1975  ELLIP HEIGHT-         308.90  (meters)          (07/29/02) GPS OBS
 AA1975  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AA1975
 AA1975  HORZ ORDER  -  FIRST
 AA1975  ELLP ORDER  -  FOURTH    CLASS I
 AA1975
 AA1975.The horizontal coordinates were established by GPS observations
 AA1975.and adjusted by the National Geodetic Survey in September 1994..
 AA1975
 AA1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1975
 AA1975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1975
 AA1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1975
 AA1975.The ellipsoidal height was determined by GPS observations
 AA1975.and is referenced to NAD 83.
 AA1975
 AA1975.The geoid height was determined by GEOID03.
 AA1975
 AA1975;                    North         East     Units Scale Factor Converg.
 AA1975;SPC AL E     -   370,841.592   224,863.698   MT  0.99996762   +0 08 58.6
 AA1975;UTM  16      - 3,745,793.632   632,795.626   MT  0.99981740   +0 47 58.2
 AA1975
 AA1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1975!SPC AL E     -   0.99995151  x   0.99996762  =   0.99991913
 AA1975!UTM  16      -   0.99995151  x   0.99981740  =   0.99976892
 AA1975
 AA1975                          SUPERSEDED SURVEY CONTROL
 AA1975
 AA1975  ELLIP H (09/29/94)  308.94   (m)                       GP(       ) 3 2
 AA1975  NGVD 29 (09/29/94)  337.5    (m)         1107.     (f) GPS OBS        
 AA1975
 AA1975.Superseded values are not recommended for survey control.
 AA1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1975.See file dsdata.txt to determine how the superseded data were derived.
 AA1975
 AA1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3279645794(NAD 83)
 AA1975_MARKER: DD = SURVEY DISK
 AA1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1975_SP_SET: CONCRETE POST
 AA1975_STAMPING: 15-28 1993
 AA1975_MARK LOGO: ALHD  
 AA1975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1975+STABILITY: SURFACE MOTION
 AA1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1975+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1975
 AA1975  HISTORY     - Date     Condition        Report By
 AA1975  HISTORY     - 1993     MONUMENTED       ALHD
 AA1975
 AA1975                          STATION DESCRIPTION
 AA1975
 AA1975'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1975'THE STATION IS LOCATED IN CLEBURNE COUNTY ON PROPERTY OWNED BY THE U.
 AA1975'S. FOREST SERVICE, ABOUT 9.70 MI (15.61 KM) NORTH - NORTHWEST OF
 AA1975'EDWARDSVILLE AND ABOUT 10.75 MI (17.30 KM) NORTHWEST OF FRUITHURST. TO
 AA1975'REACH THE STATION FROM THE JUNCTION OF U. S. 78 AND ALA 9 NORTH (MILE
 AA1975'POST 220.40 ON ALA 9 AND MILE POST 174.95 ON U. S. 78) 10.10 MI (16.25
 AA1975'KM) EAST OF OXFORD, DRIVE NORTH ON ALA 9 11.50 MI (18.51 KM) TO MILE
 AA1975'POST 231.90 AND CALHOUN COUNTY ROAD NO. 262 LEFT AND RIGHT AT A
 AA1975'CAUTION LIGHT, TURN RIGHT ON CALHOUN COUNTY ROAD NO. 262 AND DRIVE
 AA1975'EAST 0.90 MI (1.45 KM) TO THE END OF CLEBURNE COUNTY ROAD NO. 262,
 AA1975'CINTINUE EAST ON CALHOUN COUNTY ROAD NO. 55 6.15 MI (9.90 KM) TO THE
 AA1975'CALHOUN - CLEBURNE COUNTY LINE, CONTINUE EAST ON THE PAVED COUNTY ROAD
 AA1975'0.80 MI (1.29 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE
 AA1975'GRAVEL ROAD AND DRIVE SOUTH 0.55 MI (0.89 KM) TO A SHARP CURVE TO THE
 AA1975'RIGHT AND A WOODS ROAD ON THE LEFT, PARK HERE AND PACK EAST 0.35 MI
 AA1975'(0.56 KM) TO THE STATION. THE STATION IS LOCATED ON TOP OF A LOW HILL,
 AA1975'100.0 FT (30.5 M) NORTHEAST OF THE APPROXIMATE CENTER OF AN OLD LOG
 AA1975'YARD, 2.6 FT (0.8 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA1975'FLUSH WITH THE GROUND. STATION 15 - 27 1993 MAY BE USED AS AN AZIMUTH
 AA1975'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1976 ***********************************************************************
 AA1976  DESIGNATION -  15 29
 AA1976  PID         -  AA1976
 AA1976  STATE/COUNTY-  AL/CLEBURNE
 AA1976  USGS QUAD   -  PIEDMONT SE (1967)
 AA1976
 AA1976                         *CURRENT SURVEY CONTROL
 AA1976  ___________________________________________________________________
 AA1976* NAD 83(1992)-  33 45 14.74273(N)    085 35 23.06924(W)     ADJUSTED  
 AA1976* NAVD 88     -       391.8    (meters)    1285.     (feet)  VERTCON   
 AA1976  ___________________________________________________________________
 AA1976  X           -     408,230.927 (meters)                     COMP
 AA1976  Y           -  -5,293,044.890 (meters)                     COMP
 AA1976  Z           -   3,524,003.021 (meters)                     COMP
 AA1976  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AA1976  ELLIP HEIGHT-         363.16  (meters)          (07/29/02) GPS OBS
 AA1976  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AA1976
 AA1976  HORZ ORDER  -  FIRST
 AA1976  ELLP ORDER  -  FOURTH    CLASS I
 AA1976
 AA1976.The horizontal coordinates were established by GPS observations
 AA1976.and adjusted by the National Geodetic Survey in September 1997..
 AA1976
 AA1976.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1976
 AA1976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1976
 AA1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1976
 AA1976.The ellipsoidal height was determined by GPS observations
 AA1976.and is referenced to NAD 83.
 AA1976
 AA1976.The geoid height was determined by GEOID03.
 AA1976
 AA1976;                    North         East     Units Scale Factor Converg.
 AA1976;SPC AL E     -   360,856.130   222,567.946   MT  0.99996628   +0 08 07.3
 AA1976;UTM  16      - 3,735,784.335   630,613.479   MT  0.99981031   +0 47 01.3
 AA1976
 AA1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1976!SPC AL E     -   0.99994299  x   0.99996628  =   0.99990927
 AA1976!UTM  16      -   0.99994299  x   0.99981031  =   0.99975331
 AA1976
 AA1976|---------------------------------------------------------------------|
 AA1976| PID    Reference Object                     Distance      Geod. Az  |
 AA1976|                                                           dddmmss.s |
 AA1976| AA1977 15 30                               327.275 METERS 15635     |
 AA1976|---------------------------------------------------------------------|
 AA1976
 AA1976                          SUPERSEDED SURVEY CONTROL
 AA1976
 AA1976  NAD 83(1992)-  33 45 14.74270(N)    085 35 23.06964(W) AD(       ) 1
 AA1976  ELLIP H (09/29/94)  363.21   (m)                       GP(       ) 3 2
 AA1976  NGVD 29 (09/29/94)  391.7    (m)         1285.     (f) GPS OBS        
 AA1976
 AA1976.Superseded values are not recommended for survey control.
 AA1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1976.See file dsdata.txt to determine how the superseded data were derived.
 AA1976
 AA1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3061335784(NAD 83)
 AA1976_MARKER: DD = SURVEY DISK
 AA1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1976_SP_SET: CONCRETE POST
 AA1976_STAMPING: 15-29 1993
 AA1976_MARK LOGO: ALHD  
 AA1976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1976+STABILITY: SURFACE MOTION
 AA1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1976+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1976
 AA1976  HISTORY     - Date     Condition        Report By
 AA1976  HISTORY     - 1993     MONUMENTED       ALHD
 AA1976
 AA1976                          STATION DESCRIPTION
 AA1976
 AA1976'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1976'THE STATION IS LOCATED IN CLEBURNE COUNTY ON PROPERTY OWNED BY THE
 AA1976'U.S. FOREST SERVICE, ABOUT 5.60 MI (9.01 KM) NORTHWEST OF EDWARDSVILLE
 AA1976'AND ABOUT 7.75 MI (12.47 KM) NORTH OF HEFLIN. TO REACH THE STATION
 AA1976'FROM THE JUNCTION OF U.S. 78 AND ALA 46 (MILE POST 180.45 ON U.S. 78
 AA1976'AND MILE POST 0.00 ON ALA 46) IN HEFLIN, DRIVE NORTHEAST ON U.S. 78
 AA1976'FOR 7.10 MI (11.43 KM) TO MILE POST 187.55 AND CLEBURNE COUNTY ROAD
 AA1976'NO. 61 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY ROAD NO. 61 AND DRIVE
 AA1976'NORTHWEST, WEST, AND SOUTHWEST FOR 7.95 MI (12.79 KM) TO THE END OF
 AA1976'PAVEMENT, CONTINUE SOUTH ON THE GRAVEL ROAD FOR 1.95 MI (3.14 KM) TO A
 AA1976'GRAVEL ROAD ON THE LEFT TO SWEET WATER LAKE, TURN LEFT ON THE GRAVEL
 AA1976'ROAD AND DRIVE SOUTHEAST FOR 0.05 MI (0.08 KM) TO A TRACK ROAD ON THE
 AA1976'LEFT, PARK HERE AND PACK NORTH FOR 0.15 MI (0.24 KM) TO THE TOP OF THE
 AA1976'FIRST HILL AND THE STATION ON THE LEFT. THE STATION IS LOCATED ON TOP
 AA1976'OF THE FIRST HILL IN A CLEAR CUT AREA, 16.5 FT (5.0 M) WEST-NORTHWEST
 AA1976'OF THE CENTER OF THE TRACK ROAD, 3.6 FT (1.1 M) SOUTHWEST OF A
 AA1976'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 15-30
 AA1976'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3692 ***********************************************************************
 DG3692  DESIGNATION -  15 3
 DG3692  PID         -  DG3692
 DG3692  STATE/COUNTY-  AL/CLEBURNE
 DG3692  USGS QUAD   -  OAK LEVEL (1983)
 DG3692
 DG3692                         *CURRENT SURVEY CONTROL
 DG3692  ___________________________________________________________________
 DG3692* NAD 83(1992)-  33 46 24.76092(N)    085 25 36.43561(W)     ADJUSTED  
 DG3692* NAVD 88     -       295.3    (meters)     969.     (feet)  VERTCON   
 DG3692  ___________________________________________________________________
 DG3692  X           -     423,181.093 (meters)                     COMP
 DG3692  Y           -  -5,290,587.159 (meters)                     COMP
 DG3692  Z           -   3,525,742.848 (meters)                     COMP
 DG3692  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DG3692  ELLIP HEIGHT-         266.53  (meters)          (07/29/02) GPS OBS
 DG3692  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3692
 DG3692  HORZ ORDER  -  FIRST
 DG3692  ELLP ORDER  -  FOURTH    CLASS I
 DG3692
 DG3692.The horizontal coordinates were established by GPS observations
 DG3692.and adjusted by the National Geodetic Survey in September 1997..
 DG3692
 DG3692.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3692
 DG3692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3692
 DG3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3692
 DG3692.The ellipsoidal height was determined by GPS observations
 DG3692.and is referenced to NAD 83.
 DG3692
 DG3692.The geoid height was determined by GEOID03.
 DG3692
 DG3692;                    North         East     Units Scale Factor Converg.
 DG3692;SPC AL E     -   363,060.959   237,656.622   MT  0.99997747   +0 13 33.6
 DG3692;SPC GA W     -   419,101.274   583,284.026   MT  1.00006789   -0 42 02.1
 DG3692;SPC GA W     - 1,375,001.43  1,913,657.68   sFT  1.00006789   -0 42 02.1
 DG3692;UTM  16      - 3,738,159.485   645,674.186   MT  0.99986161   +0 52 29.0
 DG3692
 DG3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3692!SPC AL E     -   0.99995816  x   0.99997747  =   0.99993563
 DG3692!SPC GA W     -   0.99995816  x   1.00006789  =   1.00002605
 DG3692!UTM  16      -   0.99995816  x   0.99986161  =   0.99981978
 DG3692
 DG3692:                Primary Azimuth Mark                     Grid Az
 DG3692:SPC AL E     -  15 4                                     118 01 41.4
 DG3692:SPC GA W     -  15 4                                     118 57 17.1
 DG3692:UTM  16      -  15 4                                     117 22 46.0
 DG3692
 DG3692|---------------------------------------------------------------------|
 DG3692| PID    Reference Object                     Distance      Geod. Az  |
 DG3692|                                                           dddmmss.s |
 DG3692| DG3693 15 4                                487.096 METERS 1181515.0 |
 DG3692|---------------------------------------------------------------------|
 DG3692
 DG3692                          SUPERSEDED SURVEY CONTROL
 DG3692
 DG3692  NAD 83(1992)-  33 46 24.76087(N)    085 25 36.43684(W) AD(       ) 1
 DG3692  ELLIP H (12/04/92)  266.59   (m)                       GP(       ) 4 1
 DG3692  NAD 83(1986)-  33 46 24.76618(N)    085 25 36.43408(W) AD(       ) 1
 DG3692  NGVD 29 (12/04/92)  295.2    (m)          969.     (f) GPS OBS        
 DG3692
 DG3692.Superseded values are not recommended for survey control.
 DG3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3692.See file dsdata.txt to determine how the superseded data were derived.
 DG3692
 DG3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4567438159(NAD 83)
 DG3692_MARKER: DD = SURVEY DISK
 DG3692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3692_SP_SET: CONCRETE POST
 DG3692_STAMPING: 15 - 3 1990
 DG3692_MARK LOGO: ALHD  
 DG3692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3692+STABILITY: SURFACE MOTION
 DG3692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3692+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3692
 DG3692  HISTORY     - Date     Condition        Report By
 DG3692  HISTORY     - 1990     MONUMENTED       ALHD
 DG3692
 DG3692                          STATION DESCRIPTION
 DG3692
 DG3692'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3692'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE SOUTHEAST RIGHT OF
 DG3692'WAY OF A PAVED COUNTY ROAD, ABOUT 4.67 KM (2.90 MI) NORTH OF
 DG3692'FRUITHURST AND ABOUT 10.54 KM (6.55 MI) NORTH - NORTHEAST OF
 DG3692'EDWARDSVILLE.
 DG3692'TO REACH THE STATION FROM THE JUNCTION OF U. S. 78 AND CLEBURNE COUNTY
 DG3692'ROAD NO. 35, MILE POST 191.55 ON U. S. 78, IN FRUITHURST, DRIVE NORTH
 DG3692'ON CLEBURNE COUNTY ROAD NO. 35 5.39 KM (3.35 MI) TO A PAVED COUNTY
 DG3692'ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE WEST
 DG3692'0.64 KM (0.40 MI) TO THE STATION ON THE LEFT.
 DG3692'THE STATION IS 8.53 M (27.99 FT) SOUTHEAST OF THE CENTER OF THE PAVED
 DG3692'COUNTY ROAD, 18.90 M (62.01 FT) SOUTHEAST OF THE NORTHEAST GATE POST
 DG3692'ACROSS THE PAVED COUNTY ROAD, 19.99 M (65.58 FT) EAST - SOUTHEAST OF
 DG3692'THE SOUTHWEST GATE POST ACROSS THE PAVED COUNTY ROAD, 0.73 M
 DG3692'(2.40 FT) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 DG3692'GROUND.
 DG3692'STATION 15 - 4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1977 ***********************************************************************
 AA1977  DESIGNATION -  15 30
 AA1977  PID         -  AA1977
 AA1977  STATE/COUNTY-  AL/CLEBURNE
 AA1977  USGS QUAD   -  PIEDMONT SE (1967)
 AA1977
 AA1977                         *CURRENT SURVEY CONTROL
 AA1977  ___________________________________________________________________
 AA1977* NAD 83(1992)-  33 45 04.99504(N)    085 35 18.01658(W)     ADJUSTED  
 AA1977* NAVD 88     -       399.6    (meters)    1311.     (feet)  VERTCON   
 AA1977  ___________________________________________________________________
 AA1977  X           -     408,373.921 (meters)                     COMP
 AA1977  Y           -  -5,293,207.737 (meters)                     COMP
 AA1977  Z           -   3,523,757.632 (meters)                     COMP
 AA1977  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AA1977  ELLIP HEIGHT-         370.96  (meters)          (07/29/02) GPS OBS
 AA1977  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AA1977
 AA1977  HORZ ORDER  -  FIRST
 AA1977  ELLP ORDER  -  FOURTH    CLASS I
 AA1977
 AA1977.The horizontal coordinates were established by GPS observations
 AA1977.and adjusted by the National Geodetic Survey in September 1997..
 AA1977
 AA1977.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1977
 AA1977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1977
 AA1977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1977
 AA1977.The ellipsoidal height was determined by GPS observations
 AA1977.and is referenced to NAD 83.
 AA1977
 AA1977.The geoid height was determined by GEOID03.
 AA1977
 AA1977;                    North         East     Units Scale Factor Converg.
 AA1977;SPC AL E     -   360,556.117   222,698.691   MT  0.99996635   +0 08 10.0
 AA1977;UTM  16      - 3,735,485.867   630,747.589   MT  0.99981075   +0 47 03.9
 AA1977
 AA1977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1977!SPC AL E     -   0.99994177  x   0.99996635  =   0.99990812
 AA1977!UTM  16      -   0.99994177  x   0.99981075  =   0.99975253
 AA1977
 AA1977|---------------------------------------------------------------------|
 AA1977| PID    Reference Object                     Distance      Geod. Az  |
 AA1977|                                                           dddmmss.s |
 AA1977| AA1976 15 29                               327.275 METERS 33635     |
 AA1977|---------------------------------------------------------------------|
 AA1977
 AA1977                          SUPERSEDED SURVEY CONTROL
 AA1977
 AA1977  NAD 83(1992)-  33 45 04.99501(N)    085 35 18.01698(W) AD(       ) 1
 AA1977  ELLIP H (09/29/94)  371.02   (m)                       GP(       ) 3 2
 AA1977  NGVD 29 (09/29/94)  399.5    (m)         1311.     (f) GPS OBS        
 AA1977
 AA1977.Superseded values are not recommended for survey control.
 AA1977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1977.See file dsdata.txt to determine how the superseded data were derived.
 AA1977
 AA1977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3074835486(NAD 83)
 AA1977_MARKER: DD = SURVEY DISK
 AA1977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1977_SP_SET: CONCRETE POST
 AA1977_STAMPING: 15-30 1993
 AA1977_MARK LOGO: ALHD  
 AA1977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1977+STABILITY: SURFACE MOTION
 AA1977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1977+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1977
 AA1977  HISTORY     - Date     Condition        Report By
 AA1977  HISTORY     - 1993     MONUMENTED       ALHD
 AA1977
 AA1977                          STATION DESCRIPTION
 AA1977
 AA1977'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1977'THE STATION IS LOCATED IN CLEBURNE COUNTY ON PROPERTY OWNED BY THE
 AA1977'U.S. FOREST SERVICE, ABOUT 5.35 MI (8.61 KM) NORTHWEST OF EDWARDSVILLE
 AA1977'AND ABOUT 7.55 MI (12.15 KM) NORTH OF HEFLIN. TO REACH THE STATION
 AA1977'FROM THE JUNCTION OF U.S. 78 AND ALA 46 (MILE POST 180.45 ON U.S. 78
 AA1977'AND MILE POST 0.00 ON ALA 46) IN HEFLIN, DRIVE NORTHEAST ON U.S. 78
 AA1977'FOR 7.10 MI (11.43 KM) TO MILE POST 187.55 AND CLEBURNE COUNTY ROAD
 AA1977'NO. 61 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY ROAD NO. 61 AND DRIVE
 AA1977'NORTHWEST, WEST, AND SOUTHWEST FOR 7.95 MI (12.79 KM) TO THE END OF
 AA1977'PAVEMENT, CONTINUE SOUTH ON THE GRAVEL ROAD FOR 1.95 MI (3.14 KM) TO A
 AA1977'GRAVEL ROAD ON THE LEFT TO SWEET WATER LAKE, TURN LEFT ON THE GRAVEL
 AA1977'ROAD AND DRIVE SOUTHEAST FOR 0.20 MI (0.32 KM) , PARK HERE AND PACK
 AA1977'SOUTHEAST FOR 150 FT (45.7 M) TO THE TOP OF A HILL AND THE STATION.
 AA1977'THE STATION IS LOCATED ON TOP OF A LOW HILL IN A CLEAR CUT AREA, 1.8
 AA1977'FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA1977'GROUND. STATION 15-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1978 ***********************************************************************
 AA1978  DESIGNATION -  15 31
 AA1978  PID         -  AA1978
 AA1978  STATE/COUNTY-  AL/CLEBURNE
 AA1978  USGS QUAD   -  PIEDMONT SE (1967)
 AA1978
 AA1978                         *CURRENT SURVEY CONTROL
 AA1978  ___________________________________________________________________
 AA1978* NAD 83(1992)-  33 47 42.49042(N)    085 32 23.60285(W)     ADJUSTED  
 AA1978* NAVD 88     -       389.2    (meters)    1277.     (feet)  VERTCON   
 AA1978  ___________________________________________________________________
 AA1978  X           -     412,639.153 (meters)                     COMP
 AA1978  Y           -  -5,290,162.366 (meters)                     COMP
 AA1978  Z           -   3,527,785.721 (meters)                     COMP
 AA1978  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA1978  ELLIP HEIGHT-         360.56  (meters)          (07/29/02) GPS OBS
 AA1978  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AA1978
 AA1978  HORZ ORDER  -  FIRST
 AA1978  ELLP ORDER  -  FOURTH    CLASS I
 AA1978
 AA1978.The horizontal coordinates were established by GPS observations
 AA1978.and adjusted by the National Geodetic Survey in September 1997..
 AA1978
 AA1978.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1978
 AA1978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1978
 AA1978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1978
 AA1978.The ellipsoidal height was determined by GPS observations
 AA1978.and is referenced to NAD 83.
 AA1978
 AA1978.The geoid height was determined by GEOID03.
 AA1978
 AA1978;                    North         East     Units Scale Factor Converg.
 AA1978;SPC AL E     -   365,420.199   227,173.594   MT  0.99996910   +0 09 47.6
 AA1978;UTM  16      - 3,740,399.563   635,166.477   MT  0.99982523   +0 48 44.2
 AA1978
 AA1978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1978!SPC AL E     -   0.99994340  x   0.99996910  =   0.99991250
 AA1978!UTM  16      -   0.99994340  x   0.99982523  =   0.99976864
 AA1978
 AA1978|---------------------------------------------------------------------|
 AA1978| PID    Reference Object                     Distance      Geod. Az  |
 AA1978|                                                           dddmmss.s |
 AA1978| AA1979 15 32                               366.044 METERS 11815     |
 AA1978|---------------------------------------------------------------------|
 AA1978
 AA1978                          SUPERSEDED SURVEY CONTROL
 AA1978
 AA1978  NAD 83(1992)-  33 47 42.49036(N)    085 32 23.60332(W) AD(       ) 1
 AA1978  ELLIP H (09/29/94)  360.62   (m)                       GP(       ) 3 2
 AA1978  NGVD 29 (09/29/94)  389.1    (m)         1277.     (f) GPS OBS        
 AA1978
 AA1978.Superseded values are not recommended for survey control.
 AA1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1978.See file dsdata.txt to determine how the superseded data were derived.
 AA1978
 AA1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3516640400(NAD 83)
 AA1978_MARKER: DD = SURVEY DISK
 AA1978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1978_SP_SET: CONCRETE POST
 AA1978_STAMPING: 15-31 1993
 AA1978_MARK LOGO: ALHD  
 AA1978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1978+STABILITY: SURFACE MOTION
 AA1978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1978+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1978
 AA1978  HISTORY     - Date     Condition        Report By
 AA1978  HISTORY     - 1993     MONUMENTED       ALHD
 AA1978
 AA1978                          STATION DESCRIPTION
 AA1978
 AA1978'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1978'THE STATION IS LOCATED IN CLEBURNE COUNTY ON PROPERTY OWNED BY THE
 AA1978'U.S. FOREST SERVICE, ABOUT 5.50 MI (8.85 KM) NORTHWEST OF FRUITHURST
 AA1978'AND ABOUT 10.90 MI (17.54 KM) NORTH NORTHEAST OF HEFLIN. TO REACH THE
 AA1978'STATION FROM THE JUNCTION OF U.S. 78 AND ALA 46 (MILE POST 180.45 ON
 AA1978'U.S. 78 AND MILE POST 0.00 ON ALA 46) IN HEFLIN, DRIVE NORTHEAST ON
 AA1978'U.S. 78 FOR 7.10 MI (11.43 KM) TO MILE POST 187.55 AND CLEBURNE COUNTY
 AA1978'ROAD NO. 61 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY ROAD NO. 61 AND
 AA1978'DRIVE NORTHWEST, WEST, AND SOUTHWEST FOR 7.65 MI (12.31 KM) TO A PAVED
 AA1978'ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED ROAD AND DRIVE WEST FOR
 AA1978'0.35 MI (0.56 KM) TO A PAVED ROAD ON THE RIGHT, TURN RIGHT ON THE
 AA1978'PAVED ROAD AND DRIVE NORTHEAST AND EAST FOR 2.20 MI (3.54 KM) TO A
 AA1978'GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 AA1978'NORTHEAST FOR 1.15 MI (1.85 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN
 AA1978'RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTHEAST FOR 0.70 MI (1.13 KM) TO
 AA1978'A TRACK ROAD ON THE RIGHT, TURN RIGHT ON THE TRACK ROAD AND DRIVE
 AA1978'NORTHEAST FOR 0.20 MI (0.32 KM) TO THE EDGE OF A CLEAR CUT AREA AND A
 AA1978'Y-INTERSECTION, BEAR RIGHT ON A TRACK ROAD AND DRIVE WEST FOR 0.30 MI
 AA1978'(0.48 KM) TO THE TOP OF A LOW HILL AND THE STATION ON THE RIGHT. THE
 AA1978'STATION IS LOCATED ON TOP OF A LOW HILL IN A CLEAR CUT AREA, 32.0 FT
 AA1978'(9.8 M) NORTHWEST OF THE CENTER OF THE TRACK ROAD, 95.0 FT (29.0 M)
 AA1978'NORTH OF THE APPROXIMATE CENTER OF AN OLD LOG YARD, 2.2 FT (0.7 M)
 AA1978'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA1978'STATION 15-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1979 ***********************************************************************
 AA1979  DESIGNATION -  15 32
 AA1979  PID         -  AA1979
 AA1979  STATE/COUNTY-  AL/CLEBURNE
 AA1979  USGS QUAD   -  PIEDMONT SE (1967)
 AA1979
 AA1979                         *CURRENT SURVEY CONTROL
 AA1979  ___________________________________________________________________
 AA1979* NAD 83(1992)-  33 47 36.86613(N)    085 32 11.06882(W)     ADJUSTED  
 AA1979* NAVD 88     -       399.5    (meters)    1311.     (feet)  VERTCON   
 AA1979  ___________________________________________________________________
 AA1979  X           -     412,968.783 (meters)                     COMP
 AA1979  Y           -  -5,290,241.880 (meters)                     COMP
 AA1979  Z           -   3,527,647.410 (meters)                     COMP
 AA1979  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AA1979  ELLIP HEIGHT-         370.82  (meters)          (07/29/02) GPS OBS
 AA1979  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AA1979
 AA1979  HORZ ORDER  -  FIRST
 AA1979  ELLP ORDER  -  FOURTH    CLASS I
 AA1979
 AA1979.The horizontal coordinates were established by GPS observations
 AA1979.and adjusted by the National Geodetic Survey in September 1997..
 AA1979
 AA1979.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1979
 AA1979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1979
 AA1979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1979
 AA1979.The ellipsoidal height was determined by GPS observations
 AA1979.and is referenced to NAD 83.
 AA1979
 AA1979.The geoid height was determined by GEOID03.
 AA1979
 AA1979;                    North         East     Units Scale Factor Converg.
 AA1979;SPC AL E     -   365,247.840   227,496.506   MT  0.99996932   +0 09 54.5
 AA1979;UTM  16      - 3,740,230.898   635,491.274   MT  0.99982631   +0 48 51.0
 AA1979
 AA1979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1979!SPC AL E     -   0.99994179  x   0.99996932  =   0.99991111
 AA1979!UTM  16      -   0.99994179  x   0.99982631  =   0.99976811
 AA1979
 AA1979|---------------------------------------------------------------------|
 AA1979| PID    Reference Object                     Distance      Geod. Az  |
 AA1979|                                                           dddmmss.s |
 AA1979| AA1978 15 31                               366.044 METERS 29815     |
 AA1979|---------------------------------------------------------------------|
 AA1979
 AA1979                          SUPERSEDED SURVEY CONTROL
 AA1979
 AA1979  NAD 83(1992)-  33 47 36.86606(N)    085 32 11.06929(W) AD(       ) 1
 AA1979  ELLIP H (09/29/94)  370.88   (m)                       GP(       ) 3 2
 AA1979  NGVD 29 (09/29/94)  399.4    (m)         1310.     (f) GPS OBS        
 AA1979
 AA1979.Superseded values are not recommended for survey control.
 AA1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1979.See file dsdata.txt to determine how the superseded data were derived.
 AA1979
 AA1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3549140231(NAD 83)
 AA1979_MARKER: DD = SURVEY DISK
 AA1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1979_SP_SET: CONCRETE POST
 AA1979_STAMPING: 15-32 1993
 AA1979_MARK LOGO: ALHD  
 AA1979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1979+STABILITY: SURFACE MOTION
 AA1979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1979+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1979
 AA1979  HISTORY     - Date     Condition        Report By
 AA1979  HISTORY     - 1993     MONUMENTED       ALHD
 AA1979
 AA1979                          STATION DESCRIPTION
 AA1979
 AA1979'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1979'THE STATION IS LOCATED IN CLEBURNE COUNTY ON PROPERTY OWNED BY THE
 AA1979'U.S. FOREST SERVICE, ABOUT 5.35 MI (8.61 KM) NORTHWEST OF FRUITHURST
 AA1979'AND ABOUT 10.85 MI (17.46 KM) NORTH NORTHEAST OF HEFLIN. TO REACH THE
 AA1979'STATION FROM THE JUNCTION OF U.S. 78 AND ALA 46 (MILE POST 180.45 ON
 AA1979'U.S. 78 AND MILE POST 0.00 ON ALA 46) IN HEFLIN, DRIVE NORTHEAST ON
 AA1979'U.S. 78 FOR 7.10 MI (11.43 KM) TO MILE POST 187.55 AND CLEBURNE COUNTY
 AA1979'ROAD NO. 61 ON THE LEFT, TURN LEFT ON CLEBURNE COUNTY ROAD NO. 61 AND
 AA1979'DRIVE NORTHWEST, WEST, AND SOUTHWEST FOR 7.65 MI (12.31 KM) TO A PAVED
 AA1979'ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED ROAD AND DRIVE WEST FOR
 AA1979'0.35 MI (0.56 KM) TO A PAVED ROAD ON THE RIGHT, TURN RIGHT ON THE
 AA1979'PAVED ROAD AND DRIVE NORTHEAST AND EAST FOR 2.20 MI (3.54 KM) TO A
 AA1979'GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 AA1979'NORTHEAST FOR 1.15 MI (1.85 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN
 AA1979'RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTHEAST FOR 0.70 MI (1.13 KM) TO
 AA1979'A TRACK ROAD ON THE RIGHT, TURN RIGHT ON THE TRACK ROAD AND DRIVE
 AA1979'NORTHEAST FOR 0.20 MI (0.32 KM) TO THE EDGE OF A CLEAR CUT AREA AND A
 AA1979'Y-INTERSECTION, BEAR LEFT ON A TRACK ROAD AND DRIVE SOUTHWEST FOR 0.05
 AA1979'MI (0.08 KM) TO THE STATION ON THE RIGHT. THE STATION IS 12.0 FT (3.7
 AA1979'M) NORTH-NORTHWEST OF THE CENTER OF THE TRACK ROAD, 2.0 FT (0.6 M)
 AA1979'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA1979'STATION 15-31 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1980 ***********************************************************************
 AA1980  DESIGNATION -  15 33
 AA1980  PID         -  AA1980
 AA1980  STATE/COUNTY-  AL/CLEBURNE
 AA1980  USGS QUAD   -  BORDEN SPRINGS (1983)
 AA1980
 AA1980                         *CURRENT SURVEY CONTROL
 AA1980  ___________________________________________________________________
 AA1980* NAD 83(1992)-  33 56 19.01272(N)    085 27 19.38819(W)     ADJUSTED  
 AA1980* NAVD 88     -       269.5    (meters)     884.     (feet)  VERTCON   
 AA1980  ___________________________________________________________________
 AA1980  X           -     419,730.398 (meters)                     COMP
 AA1980  Y           -  -5,280,607.646 (meters)                     COMP
 AA1980  Z           -   3,540,934.034 (meters)                     COMP
 AA1980  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA1980  ELLIP HEIGHT-         240.74  (meters)          (07/29/02) GPS OBS
 AA1980  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA1980
 AA1980  HORZ ORDER  -  FIRST
 AA1980  ELLP ORDER  -  FOURTH    CLASS I
 AA1980
 AA1980.The horizontal coordinates were established by GPS observations
 AA1980.and adjusted by the National Geodetic Survey in September 1994..
 AA1980
 AA1980.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1980
 AA1980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1980
 AA1980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1980
 AA1980.The ellipsoidal height was determined by GPS observations
 AA1980.and is referenced to NAD 83.
 AA1980
 AA1980.The geoid height was determined by GEOID03.
 AA1980
 AA1980;                    North         East     Units Scale Factor Converg.
 AA1980;SPC AL E     -   381,359.821   234,940.414   MT  0.99997504   +0 12 39.6
 AA1980;UTM  16      - 3,756,424.161   642,750.880   MT  0.99985121   +0 51 45.0
 AA1980
 AA1980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1980!SPC AL E     -   0.99996221  x   0.99997504  =   0.99993725
 AA1980!UTM  16      -   0.99996221  x   0.99985121  =   0.99981342
 AA1980
 AA1980:                Primary Azimuth Mark                     Grid Az
 AA1980:SPC AL E     -  15 34                                    054 54 45.6
 AA1980:UTM  16      -  15 34                                    054 15 40.2
 AA1980
 AA1980|---------------------------------------------------------------------|
 AA1980| PID    Reference Object                     Distance      Geod. Az  |
 AA1980|                                                           dddmmss.s |
 AA1980| AA1981 15 34                               APPROX. 0.5 KM 0550725.2 |
 AA1980|---------------------------------------------------------------------|
 AA1980
 AA1980                          SUPERSEDED SURVEY CONTROL
 AA1980
 AA1980  ELLIP H (09/29/94)  240.79   (m)                       GP(       ) 3 2
 AA1980  NGVD 29 (09/29/94)  269.4    (m)          884.     (f) GPS OBS        
 AA1980
 AA1980.Superseded values are not recommended for survey control.
 AA1980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1980.See file dsdata.txt to determine how the superseded data were derived.
 AA1980
 AA1980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4275156424(NAD 83)
 AA1980_MARKER: DD = SURVEY DISK
 AA1980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1980_SP_SET: CONCRETE POST
 AA1980_STAMPING: 15-33 1993
 AA1980_MARK LOGO: ALHD  
 AA1980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1980+STABILITY: SURFACE MOTION
 AA1980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1980+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1980
 AA1980  HISTORY     - Date     Condition        Report By
 AA1980  HISTORY     - 1993     MONUMENTED       ALHD
 AA1980
 AA1980                          STATION DESCRIPTION
 AA1980
 AA1980'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1980'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE NORTHWEST RIGHT OF
 AA1980'WAY OF A PAVED COUNTY ROAD, ABOUT 1.00 MI (1.61 KM) NORTHEAST OF
 AA1980'BORDEN SPRINGS AND ABOUT 6.25 MI (10.06 KM) NORTH-NORTHEAST OF OAK
 AA1980'LEVEL. TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA 9
 AA1980'SOUTH (MILE POST 242.45 ON ALA 9 AND MILE POST 136.85 ON U.S. 278) IN
 AA1980'PIEDMONT, DRIVE SOUTH ON ALA 9 FOR 0.65 MI (1.05 KM) TO LADIGA STREET
 AA1980'LEFT AND RIGHT AT A TRAFFIC LIGHT, TURN LEFT ON LADIGA STREET AND
 AA1980'DRIVE EAST FOR 0.85 MI (1.37 KM) TO A Y-INTERSECTION WITH LADIGA
 AA1980'STREET ON THE RIGHT, BEAR RIGHT ON LADIGA STREET AND DRIVE EAST FOR
 AA1980'9.25 MI (14.89 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA1980'(0.9 M) SOUTHEAST OF A FOUR FOOT HOG WIRE FENCE ON OLD WOOD POSTS,
 AA1980'22.0 FT (6.7 M) NORTHWEST OF THE CENTERLINE OF THE PAVED COUNTY ROAD,
 AA1980'50.5 FT (15.4 M) EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. LC
 AA1980'ACROSS THE ROAD, 191.0 FT (58.2 M) SOUTHWEST OF THE SOUTHWEST POST OF
 AA1980'A METAL GATE, 2.8 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST,
 AA1980'AND SET FLUSH WITH THE GROUND. STATION 15-34 1993 MAY BE USED AS AN
 AA1980'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1981 ***********************************************************************
 AA1981  DESIGNATION -  15 34
 AA1981  PID         -  AA1981
 AA1981  STATE/COUNTY-  AL/CLEBURNE
 AA1981  USGS QUAD   -  BORDEN SPRINGS (1983)
 AA1981
 AA1981                         *CURRENT SURVEY CONTROL
 AA1981  ___________________________________________________________________
 AA1981* NAD 83(1992)-  33 56 28.42930(N)    085 27 03.17784(W)     ADJUSTED  
 AA1981* NAVD 88     -       269.9    (meters)     885.     (feet)  VERTCON   
 AA1981  ___________________________________________________________________
 AA1981  X           -     420,132.580 (meters)                     COMP
 AA1981  Y           -  -5,280,413.520 (meters)                     COMP
 AA1981  Z           -   3,541,174.995 (meters)                     COMP
 AA1981  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA1981  ELLIP HEIGHT-         241.18  (meters)          (07/29/02) GPS OBS
 AA1981  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA1981
 AA1981  HORZ ORDER  -  FIRST
 AA1981  ELLP ORDER  -  FOURTH    CLASS I
 AA1981
 AA1981.The horizontal coordinates were established by GPS observations
 AA1981.and adjusted by the National Geodetic Survey in September 1994..
 AA1981
 AA1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1981
 AA1981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1981
 AA1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1981
 AA1981.The ellipsoidal height was determined by GPS observations
 AA1981.and is referenced to NAD 83.
 AA1981
 AA1981.The geoid height was determined by GEOID03.
 AA1981
 AA1981;                    North         East     Units Scale Factor Converg.
 AA1981;SPC AL E     -   381,651.493   235,355.616   MT  0.99997540   +0 12 48.7
 AA1981;UTM  16      - 3,756,720.498   643,162.687   MT  0.99985266   +0 51 54.3
 AA1981
 AA1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1981!SPC AL E     -   0.99996214  x   0.99997540  =   0.99993754
 AA1981!UTM  16      -   0.99996214  x   0.99985266  =   0.99981481
 AA1981
 AA1981:                Primary Azimuth Mark                     Grid Az
 AA1981:SPC AL E     -  15 33                                    234 54 45.5
 AA1981:UTM  16      -  15 33                                    234 15 39.9
 AA1981
 AA1981|---------------------------------------------------------------------|
 AA1981| PID    Reference Object                     Distance      Geod. Az  |
 AA1981|                                                           dddmmss.s |
 AA1981| AA1980 15 33                               APPROX. 0.5 KM 2350734.2 |
 AA1981|---------------------------------------------------------------------|
 AA1981
 AA1981                          SUPERSEDED SURVEY CONTROL
 AA1981
 AA1981  ELLIP H (09/29/94)  241.23   (m)                       GP(       ) 3 2
 AA1981  NGVD 29 (09/29/94)  269.9    (m)          885.     (f) GPS OBS        
 AA1981
 AA1981.Superseded values are not recommended for survey control.
 AA1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1981.See file dsdata.txt to determine how the superseded data were derived.
 AA1981
 AA1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4316356720(NAD 83)
 AA1981_MARKER: DD = SURVEY DISK
 AA1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1981_SP_SET: CONCRETE POST
 AA1981_STAMPING: 15-34 1993
 AA1981_MARK LOGO: ALHD  
 AA1981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1981+STABILITY: SURFACE MOTION
 AA1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1981+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1981
 AA1981  HISTORY     - Date     Condition        Report By
 AA1981  HISTORY     - 1993     MONUMENTED       ALHD
 AA1981
 AA1981                          STATION DESCRIPTION
 AA1981
 AA1981'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1981'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA1981'A PAVED COUNTY ROAD, ABOUT 1.40 MI (2.25 KM) NORTHEAST OF BORDEN
 AA1981'SPRINGS AND ABOUT 6.50 MI (10.46 KM) NORTH-NORTHEAST OF OAK LEVEL. TO
 AA1981'REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA 9 SOUTH (MILE
 AA1981'POST 242.45 ON ALA 9 AND MILE POST 136.85 ON U.S. 278) IN PIEDMONT,
 AA1981'DRIVE SOUTH ON ALA 9 FOR 0.65 MI (1.05 KM) TO LADIGA STREET LEFT AND
 AA1981'RIGHT AT A TRAFFIC LIGHT, TURN LEFT ON LADIGA STREET AND DRIVE EAST
 AA1981'FOR 0.85 MI (1.37 KM) TO A Y-INTERSECTION WITH LADIGA STREET ON THE
 AA1981'RIGHT, BEAR RIGHT ON LADIGA STREET AND DRIVE EAST FOR 9.60 MI (15.45
 AA1981'KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA1981'SOUTHEAST OF AN ANGLE POST IN A FOUR STRAND BARBED WIRE FENCE ON
 AA1981'TREATED WOOD POSTS, 17.6 FT (5.4 M) NORTH-NORTHWEST OF THE CENTERLINE
 AA1981'OF A PAVED COUNTY ROAD, 26.0 FT (7.9 M) WEST OF THE CENTER OF AN
 AA1981'ABANDONED RAILROAD BED, 51.7 FT (15.8 M) WEST OF AN MCI BURIED CABLE
 AA1981'WARNING SIGN NO. 64427 15 ACROSS THE ROAD, 100.0 FT (30.5 M) WEST OF A
 AA1981'POWER POLE ACROSS THE ROAD, 101.0 FT (30.8 M) WEST OF TELEPHONE CABLE
 AA1981'PEDESTAL NO. P 133 ACROSS THE ROAD, 2.8 FT (0.9 M) SOUTHEAST OF A
 AA1981'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 15-33
 AA1981'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3693 ***********************************************************************
 DG3693  DESIGNATION -  15 4
 DG3693  PID         -  DG3693
 DG3693  STATE/COUNTY-  AL/CLEBURNE
 DG3693  USGS QUAD   -  OAK LEVEL (1983)
 DG3693
 DG3693                         *CURRENT SURVEY CONTROL
 DG3693  ___________________________________________________________________
 DG3693* NAD 83(1992)-  33 46 17.27672(N)    085 25 19.76069(W)     ADJUSTED  
 DG3693* NAVD 88     -       295.08   (meters)     968.1    (feet)  RESET     
 DG3693  ___________________________________________________________________
 DG3693  X           -     423,619.015 (meters)                     COMP
 DG3693  Y           -  -5,290,680.573 (meters)                     COMP
 DG3693  Z           -   3,525,551.064 (meters)                     COMP
 DG3693  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DG3693  ELLIP HEIGHT-         266.36  (meters)          (07/29/02) GPS OBS
 DG3693  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3693
 DG3693  HORZ ORDER  -  FIRST
 DG3693  VERT ORDER  -  THIRD
 DG3693  ELLP ORDER  -  FOURTH    CLASS I
 DG3693
 DG3693.The horizontal coordinates were established by GPS observations
 DG3693.and adjusted by the National Geodetic Survey in September 1997..
 DG3693
 DG3693.The orthometric height was computed from unverified reset data.
 DG3693.No vertical observational check was made to the station.
 DG3693
 DG3693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3693
 DG3693.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3693
 DG3693.The ellipsoidal height was determined by GPS observations
 DG3693.and is referenced to NAD 83.
 DG3693
 DG3693.The geoid height was determined by GEOID03.
 DG3693
 DG3693;                    North         East     Units Scale Factor Converg.
 DG3693;SPC AL E     -   362,832.075   238,086.580   MT  0.99997788   +0 13 42.8
 DG3693;SPC GA W     -   418,865.446   583,710.265   MT  1.00006666   -0 41 52.7
 DG3693;SPC GA W     - 1,374,227.72  1,915,056.09   sFT  1.00006666   -0 41 52.7
 DG3693;UTM  16      - 3,737,935.509   646,106.658   MT  0.99986317   +0 52 38.1
 DG3693
 DG3693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3693!SPC AL E     -   0.99995819  x   0.99997788  =   0.99993607
 DG3693!SPC GA W     -   0.99995819  x   1.00006666  =   1.00002484
 DG3693!UTM  16      -   0.99995819  x   0.99986317  =   0.99982136
 DG3693
 DG3693:                Primary Azimuth Mark                     Grid Az
 DG3693:SPC AL E     -  15 3                                     298 01 41.4
 DG3693:SPC GA W     -  15 3                                     298 57 16.9
 DG3693:UTM  16      -  15 3                                     297 22 46.1
 DG3693
 DG3693|---------------------------------------------------------------------|
 DG3693| PID    Reference Object                     Distance      Geod. Az  |
 DG3693|                                                           dddmmss.s |
 DG3693| DG3692 15 3                                487.096 METERS 2981524.2 |
 DG3693|---------------------------------------------------------------------|
 DG3693
 DG3693                          SUPERSEDED SURVEY CONTROL
 DG3693
 DG3693  NAD 83(1992)-  33 46 17.27667(N)    085 25 19.76192(W) AD(       ) 1
 DG3693  ELLIP H (12/04/92)  266.41   (m)                       GP(       ) 4 1
 DG3693  NAD 83(1986)-  33 46 17.28196(N)    085 25 19.75915(W) AD(       ) 1
 DG3693  NGVD 29 (11/20/03)  295.02   (m)          967.9    (f) RESET       3  
 DG3693
 DG3693.Superseded values are not recommended for survey control.
 DG3693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3693.See file dsdata.txt to determine how the superseded data were derived.
 DG3693
 DG3693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4610737936(NAD 83)
 DG3693_MARKER: DD = SURVEY DISK
 DG3693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3693_SP_SET: CONCRETE POST
 DG3693_STAMPING: 15 - 4 1990
 DG3693_MARK LOGO: ALHD  
 DG3693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3693+STABILITY: SURFACE MOTION
 DG3693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3693+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1993
 DG3693
 DG3693  HISTORY     - Date     Condition        Report By
 DG3693  HISTORY     - 1990     MONUMENTED       ALHD
 DG3693  HISTORY     - 19930802 GOOD             ALHD
 DG3693
 DG3693                          STATION DESCRIPTION
 DG3693
 DG3693'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3693'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE WEST RIGHT OF WAY OF
 DG3693'CLEBURNE COUNTY ROAD NO. 35, ABOUT 4.51 KM (2.80 MI) NORTH OF
 DG3693'FRUITHURST AND ABOUT 10.70 KM (6.65 MI) NORTH - NORTHEAST OF
 DG3693'EDWARDSVILLE.
 DG3693'TO REACH THE STATION FROM THE JUNCTION OF U. S. 78 AND CLEBURNE COUNTY
 DG3693'ROAD NO. 35, MILE POST 191.55 ON U. S. 78, IN FRUITHURST, DRIVE NORTH
 DG3693'ON CLEBURNE COUNTY ROAD NO. 35 4.83 KM (3.00 MI) TO THE STATION ON
 DG3693'THE LEFT.
 DG3693'THE STATION IS 1.77 M (5.81 FT) EAST - NORTHEAST OF A FOUR STRAND
 DG3693'BARBED WIRE FENCE ON STEEL POSTS, 2.01 M (6.59 FT) SOUTHEAST OF A
 DG3693'WOOD POST AT THE SOUTHWEST SIDE OF A CATTLE GAP, 7.74 M (25.39 FT)
 DG3693'SOUTH - SOUTHEAST OF A WOOD POST AT THE NORTHEAST SIDE OF A CATTLE
 DG3693'GAP, 10.36 M (33.99 FT) WEST - NORTHWEST OF THE CENTER OF CLEBURNE
 DG3693'COUNTY ROAD NO. 35, 22.16 M (72.70 FT) WEST - NORTHWEST OF
 DG3693'TRANSFORMER POWER POLE NO. 27627 ACROSS CLEBURNE COUNTY ROAD NO. 35,
 DG3693'0.93 M (3.05 FT) EAST - SOUTHEAST OF A CARSONITE WITNESS POST AND SET
 DG3693'FLUSH WITH THE GROUND.
 DG3693'STATION 15 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3693
 DG3693                          STATION RECOVERY (1993)
 DG3693
 DG3693'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 DG3693'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE WEST RIGHT OF WAY OF
 DG3693'CLEBURNE COUNTY ROAD NO. 35, ABOUT 4.51 KM (2.80 MI) NORTH OF
 DG3693'FRUITHURST AND ABOUT 10.70 KM (6.65 MI) NORTH-NORTHEAST OF
 DG3693'EDWARDSVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND
 DG3693'CLEBURNE COUNTY ROAD NO. 35, MILE POST 191.55 ON U. S. 78, IN
 DG3693'FRUITHURST, DRIVE NORTH ON CLEBURNE COUNTY ROAD NO. 35 FOR 4.83 KM
 DG3693'(3.00 MI) TO THE STATION ON THE LEFT. THE STATION IS 1.77 M (5.81 FT)
 DG3693'EAST-NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON STEEL POSTS, 2.01
 DG3693'M (6.59 FT) SOUTHEAST OF A WOOD POST AT THE SOUTHWEST SIDE OF A CATTLE
 DG3693'GAP, 7.74 M (25.39 FT) SOUTH-SOUTHEAST OF A WOOD POST AT THE NORTHEAST
 DG3693'SIDE OF A CATTLE GAP, 10.36 M (33.99 FT) WEST-NORTHWEST OF THE CENTER
 DG3693'OF CLEBURNE COUNTY ROAD NO. 35, 22.16 M (72.70 FT) WEST-NORTHWEST OF
 DG3693'TRANSFORMER POWER POLE NO. 27627 ACROSS CLEBURNE COUNTY ROAD NO. 35,
 DG3693'0.93 M (3.05 FT) EAST-SOUTHEAST OF A CARSONITE WITNESS POST AND SET
 DG3693'FLUSH WITH THE GROUND. STATION 15-3 1990 MAY BE USED AS AN AZIMUTH FOR
 DG3693'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3694 ***********************************************************************
 DG3694  DESIGNATION -  15 5
 DG3694  PID         -  DG3694
 DG3694  STATE/COUNTY-  AL/CLEBURNE
 DG3694  USGS QUAD   -  ROSS MOUNTAIN (1983)
 DG3694
 DG3694                         *CURRENT SURVEY CONTROL
 DG3694  ___________________________________________________________________
 DG3694* NAD 83(1992)-  33 36 45.81042(N)    085 34 42.51344(W)     ADJUSTED  
 DG3694* NAVD 88     -       255.5    (meters)     838.     (feet)  VERTCON   
 DG3694  ___________________________________________________________________
 DG3694  X           -     409,933.352 (meters)                     COMP
 DG3694  Y           -  -5,301,522.227 (meters)                     COMP
 DG3694  Z           -   3,510,878.962 (meters)                     COMP
 DG3694  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DG3694  ELLIP HEIGHT-         226.76  (meters)          (07/29/02) GPS OBS
 DG3694  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3694
 DG3694  HORZ ORDER  -  FIRST
 DG3694  ELLP ORDER  -  FOURTH    CLASS I
 DG3694
 DG3694.The horizontal coordinates were established by GPS observations
 DG3694.and adjusted by the National Geodetic Survey in December 1992..
 DG3694
 DG3694.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3694
 DG3694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3694
 DG3694.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3694
 DG3694.The ellipsoidal height was determined by GPS observations
 DG3694.and is referenced to NAD 83.
 DG3694
 DG3694.The geoid height was determined by GEOID03.
 DG3694
 DG3694;                    North         East     Units Scale Factor Converg.
 DG3694;SPC AL E     -   345,178.919   223,650.339   MT  0.99996689   +0 08 27.9
 DG3694;UTM  16      - 3,720,122.765   631,872.678   MT  0.99981439   +0 47 13.3
 DG3694
 DG3694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3694!SPC AL E     -   0.99996440  x   0.99996689  =   0.99993129
 DG3694!UTM  16      -   0.99996440  x   0.99981439  =   0.99977880
 DG3694
 DG3694:                Primary Azimuth Mark                     Grid Az
 DG3694:SPC AL E     -  15 6                                     004 16 34.1
 DG3694:UTM  16      -  15 6                                     003 37 48.7
 DG3694
 DG3694|---------------------------------------------------------------------|
 DG3694| PID    Reference Object                     Distance      Geod. Az  |
 DG3694|                                                           dddmmss.s |
 DG3694| DG3695 15 6                                APPROX. 0.6 KM 0042502.0 |
 DG3694|---------------------------------------------------------------------|
 DG3694
 DG3694                          SUPERSEDED SURVEY CONTROL
 DG3694
 DG3694  ELLIP H (12/04/92)  226.85   (m)                       GP(       ) 4 1
 DG3694  NAD 83(1986)-  33 36 45.81620(N)    085 34 42.51132(W) AD(       ) 1
 DG3694  NGVD 29 (12/04/92)  255.4    (m)          838.     (f) GPS OBS        
 DG3694
 DG3694.Superseded values are not recommended for survey control.
 DG3694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3694.See file dsdata.txt to determine how the superseded data were derived.
 DG3694
 DG3694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3187320123(NAD 83)
 DG3694_MARKER: DD = SURVEY DISK
 DG3694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3694_SP_SET: CONCRETE POST
 DG3694_STAMPING: 15 - 5 1990
 DG3694_MARK LOGO: ALHD  
 DG3694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3694+STABILITY: SURFACE MOTION
 DG3694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3694+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 DG3694
 DG3694  HISTORY     - Date     Condition        Report By
 DG3694  HISTORY     - 1990     MONUMENTED       ALHD
 DG3694  HISTORY     - 20050111 GOOD             GEOCAC
 DG3694
 DG3694                          STATION DESCRIPTION
 DG3694
 DG3694'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3694'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE SOUTHWEST RIGHT OF
 DG3694'WAY OF A CLEBURNE COUNTY GRAVEL ROAD, ABOUT 3.30 KM (2.05 MI) SOUTH -
 DG3694'SOUTHEAST OF HEFLIN AND ABOUT 18.75 KM (11.65 MI) SOUTHWEST OF
 DG3694'FRUITHURST.
 DG3694'TO REACH THE STATION FROM EXIT 199 ON I - 20, MILE POST 214.65 ON ALA
 DG3694'9, DRIVE SOUTH ON ALA 9 0.32 KM (0.20 MI) TO MILE POST 214.45 AND A
 DG3694'PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND
 DG3694'DRIVE EAST 1.85 KM (1.15 MI) TO A T INTERSECTION, ABOUT 0.08 KM
 DG3694'(0.05 MI) SOUTH OF AN OVERPASS OVER I - 20, TURN RIGHT ON THE PAVED
 DG3694'COUNTY ROAD AND DRIVE SOUTH 0.64 KM (0.40 MI) TO A GRAVEL ROAD AHEAD
 DG3694'AND THE PAVED COUNTY ROAD TO THE LEFT, CONTINUE SOUTH ON THE GRAVEL
 DG3694'ROAD 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT.
 DG3694'THE STATION IS 0.76 M (2.49 FT) NORTHEAST OF A FOUR STRAND BARBED WIRE
 DG3694'FENCE ON STEEL POSTS, 5.64 M (18.50 FT) SOUTHWEST OF THE CENTER OF
 DG3694'THE GRAVEL ROAD, 9.88 M (32.41 FT) SOUTHEAST OF A CROSS TIE FENCE
 DG3694'POST AT AN ANGLE IN THE FENCE, 0.56 M (1.84 FT) EAST - NORTHEAST OF A
 DG3694'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 DG3694'STATION 15 - 6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3694
 DG3694                          STATION RECOVERY (2005)
 DG3694
 DG3694'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 DG3694'FOUND IN GOOD CONDITION 18.5 FEET SOUTHWEST OF THE CENTERLINE OF
 DG3694'PERRYMAN BRIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3695 ***********************************************************************
 DG3695  DESIGNATION -  15 6
 DG3695  PID         -  DG3695
 DG3695  STATE/COUNTY-  AL/CLEBURNE
 DG3695  USGS QUAD   -  ROSS MOUNTAIN (1983)
 DG3695
 DG3695                         *CURRENT SURVEY CONTROL
 DG3695  ___________________________________________________________________
 DG3695* NAD 83(1992)-  33 37 05.49030(N)    085 34 40.69636(W)     ADJUSTED  
 DG3695* NAVD 88     -       278.9    (meters)     915.     (feet)  VERTCON   
 DG3695  ___________________________________________________________________
 DG3695  X           -     409,955.674 (meters)                     COMP
 DG3695  Y           -  -5,301,203.338 (meters)                     COMP
 DG3695  Z           -   3,511,396.862 (meters)                     COMP
 DG3695  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 DG3695  ELLIP HEIGHT-         250.14  (meters)          (07/29/02) GPS OBS
 DG3695  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3695
 DG3695  HORZ ORDER  -  FIRST
 DG3695  ELLP ORDER  -  FOURTH    CLASS I
 DG3695
 DG3695.The horizontal coordinates were established by GPS observations
 DG3695.and adjusted by the National Geodetic Survey in December 1992..
 DG3695
 DG3695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3695
 DG3695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3695
 DG3695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3695
 DG3695.The ellipsoidal height was determined by GPS observations
 DG3695.and is referenced to NAD 83.
 DG3695
 DG3695.The geoid height was determined by GEOID03.
 DG3695
 DG3695;                    North         East     Units Scale Factor Converg.
 DG3695;SPC AL E     -   345,785.346   223,695.683   MT  0.99996692   +0 08 29.0
 DG3695;UTM  16      - 3,720,729.573   631,911.175   MT  0.99981452   +0 47 14.7
 DG3695
 DG3695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3695!SPC AL E     -   0.99996073  x   0.99996692  =   0.99992765
 DG3695!UTM  16      -   0.99996073  x   0.99981452  =   0.99977526
 DG3695
 DG3695:                Primary Azimuth Mark                     Grid Az
 DG3695:SPC AL E     -  15 5                                     184 16 34.0
 DG3695:UTM  16      -  15 5                                     183 37 48.3
 DG3695
 DG3695|---------------------------------------------------------------------|
 DG3695| PID    Reference Object                     Distance      Geod. Az  |
 DG3695|                                                           dddmmss.s |
 DG3695| DG3694 15 5                                APPROX. 0.6 KM 1842503.0 |
 DG3695|---------------------------------------------------------------------|
 DG3695
 DG3695                          SUPERSEDED SURVEY CONTROL
 DG3695
 DG3695  ELLIP H (12/04/92)  250.23   (m)                       GP(       ) 4 1
 DG3695  NAD 83(1986)-  33 37 05.49608(N)    085 34 40.69424(W) AD(       ) 1
 DG3695  NGVD 29 (12/04/92)  278.8    (m)          915.     (f) GPS OBS        
 DG3695
 DG3695.Superseded values are not recommended for survey control.
 DG3695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3695.See file dsdata.txt to determine how the superseded data were derived.
 DG3695
 DG3695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3191120730(NAD 83)
 DG3695_MARKER: DD = SURVEY DISK
 DG3695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3695_SP_SET: CONCRETE POST
 DG3695_STAMPING: 15 - 6 1990
 DG3695_MARK LOGO: ALHD  
 DG3695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3695+STABILITY: SURFACE MOTION
 DG3695_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG3695+SATELLITE: SATELLITE OBSERVATIONS - January 11, 2005
 DG3695
 DG3695  HISTORY     - Date     Condition        Report By
 DG3695  HISTORY     - 1990     MONUMENTED       ALHD
 DG3695  HISTORY     - 20041216 GOOD             INDIV
 DG3695  HISTORY     - 20050111 GOOD             GEOCAC
 DG3695
 DG3695                          STATION DESCRIPTION
 DG3695
 DG3695'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3695'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE EAST RIGHT OF WAY OF
 DG3695'A CLEBURNE COUNTY PAVED ROAD, ABOUT 2.82 KM (1.75 MI) SOUTH -
 DG3695'SOUTHEAST OF HEFLIN AND ABOUT 18.19 KM (11.30 MI) SOUTHWEST OF
 DG3695'FRUITHURST.
 DG3695'TO REACH THE STATION FROM EXIT 199 ON I - 20, MILE POST 214.65 ON ALA
 DG3695'9, DRIVE SOUTH ON ALA 9 0.32 KM (0.20 MI) TO MILE POST 214.45 AND A
 DG3695'PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND
 DG3695'DRIVE EAST 1.85 KM (1.15 MI) TO A T INTERSECTION, ABOUT 0.08 KM
 DG3695'(0.05 MI) SOUTH OF AN OVERPASS OVER I - 20, TURN RIGHT ON THE PAVED
 DG3695'COUNTY ROAD AND DRIVE SOUTH 0.24 KM (0.15 MI) TO THE STATION ON THE
 DG3695'LEFT.
 DG3695'THE STATION IS 6.04 M (19.82 FT) NORTH - NORTHWEST OF A CROSS TIE
 DG3695'POST, 7.32 M (24.02 FT) EAST OF THE CENTER OF THE PAVED COUNTY ROAD,
 DG3695'11.70 M (38.39 FT) EAST OF THE NORTH END OF A 15 INCH CONCRETE PIPE
 DG3695'UNDER A DRIVEWAY ACROSS THE PAVED COUNTY ROAD, 11.83 M (38.81 FT)
 DG3695'SOUTHWEST OF A JUNCTION POWER POLE, 0.79 M (2.59 FT) WEST OF A
 DG3695'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 DG3695'STATION 15 - 5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3695'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DG3695'MR. WAYNE ADAMS
 DG3695'ROUTE 1, BOX 280
 DG3695'HEFLIN, ALABAMA 36264
 DG3695'PHONE 205 - 463 - 2089
 DG3695
 DG3695                          STATION RECOVERY (2004)
 DG3695
 DG3695'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (SW)
 DG3695'RECOVERED IN GOOD CONDITION.
 DG3695
 DG3695                          STATION RECOVERY (2005)
 DG3695
 DG3695'RECOVERY NOTE BY GEOCACHING 2005 (WD)
 DG3695'FOUND IN GOOD CONDITION, 24.02 FEET EAST OF THE CENTERLINE OF PERRYMAN
 DG3695'BRIDGE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3696 ***********************************************************************
 DG3696  DESIGNATION -  15 7
 DG3696  PID         -  DG3696
 DG3696  STATE/COUNTY-  AL/CLEBURNE
 DG3696  USGS QUAD   -  BOWDON WEST (1980)
 DG3696
 DG3696                         *CURRENT SURVEY CONTROL
 DG3696  ___________________________________________________________________
 DG3696* NAD 83(1992)-  33 37 25.61368(N)    085 20 12.77914(W)     ADJUSTED  
 DG3696* NAVD 88     -       450.7    (meters)    1479.     (feet)  VERTCON   
 DG3696  ___________________________________________________________________
 DG3696  X           -     432,241.998 (meters)                     COMP
 DG3696  Y           -  -5,299,231.749 (meters)                     COMP
 DG3696  Z           -   3,512,008.249 (meters)                     COMP
 DG3696  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 DG3696  ELLIP HEIGHT-         421.85  (meters)          (07/29/02) GPS OBS
 DG3696  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG3696
 DG3696  HORZ ORDER  -  FIRST
 DG3696  ELLP ORDER  -  FOURTH    CLASS I
 DG3696
 DG3696.The horizontal coordinates were established by GPS observations
 DG3696.and adjusted by the National Geodetic Survey in September 1997..
 DG3696
 DG3696.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3696
 DG3696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3696
 DG3696.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3696
 DG3696.The ellipsoidal height was determined by GPS observations
 DG3696.and is referenced to NAD 83.
 DG3696
 DG3696.The geoid height was determined by GEOID03.
 DG3696
 DG3696;                    North         East     Units Scale Factor Converg.
 DG3696;SPC AL E     -   346,486.593   246,064.036   MT  0.99998615   +0 16 29.7
 DG3696;SPC GA W     -   402,392.123   591,423.447   MT  1.00004529   -0 38 53.0
 DG3696;SPC GA W     - 1,320,181.49  1,940,361.76   sFT  1.00004529   -0 38 53.0
 DG3696;UTM  16      - 3,721,682.900   654,267.458   MT  0.99989340   +0 55 16.0
 DG3696
 DG3696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3696!SPC AL E     -   0.99993378  x   0.99998615  =   0.99991993
 DG3696!SPC GA W     -   0.99993378  x   1.00004529  =   0.99997906
 DG3696!UTM  16      -   0.99993378  x   0.99989340  =   0.99982718
 DG3696
 DG3696:                Primary Azimuth Mark                     Grid Az
 DG3696:SPC AL E     -  15 8                                     096 18 38.7
 DG3696:SPC GA W     -  15 8                                     097 14 01.4
 DG3696:UTM  16      -  15 8                                     095 39 52.4
 DG3696
 DG3696|---------------------------------------------------------------------|
 DG3696| PID    Reference Object                     Distance      Geod. Az  |
 DG3696|                                                           dddmmss.s |
 DG3696| DG3697 15 8                                471.099 METERS 0963508.4 |
 DG3696|---------------------------------------------------------------------|
 DG3696
 DG3696                          SUPERSEDED SURVEY CONTROL
 DG3696
 DG3696  NAD 83(1992)-  33 37 25.61379(N)    085 20 12.78020(W) AD(       ) 1
 DG3696  ELLIP H (12/04/92)  421.93   (m)                       GP(       ) 4 1
 DG3696  NAD 83(1986)-  33 37 25.61913(N)    085 20 12.77658(W) AD(       ) 1
 DG3696  NGVD 29 (12/04/92)  450.6    (m)         1478.     (f) GPS OBS        
 DG3696
 DG3696.Superseded values are not recommended for survey control.
 DG3696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3696.See file dsdata.txt to determine how the superseded data were derived.
 DG3696
 DG3696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5426721683(NAD 83)
 DG3696_MARKER: DD = SURVEY DISK
 DG3696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3696_SP_SET: CONCRETE POST
 DG3696_STAMPING: 15 - 7 1990
 DG3696_MARK LOGO: ALHD  
 DG3696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3696+STABILITY: SURFACE MOTION
 DG3696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3696+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2005
 DG3696
 DG3696  HISTORY     - Date     Condition        Report By
 DG3696  HISTORY     - 1990     MONUMENTED       ALHD
 DG3696  HISTORY     - 20050703 GOOD             GEOCAC
 DG3696
 DG3696                          STATION DESCRIPTION
 DG3696
 DG3696'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3696'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3696'A CLEBURNE COUNTY GRAVEL ROAD, ABOUT 11.02 KM (6.85 MI) NORTH OF
 DG3696'RANBURNE AND ABOUT 8.29 KM (5.15 MI) SOUTH - SOUTHEAST OF FRUITHURST.
 DG3696'TO REACH THE STATION FROM EXIT 210 ON I - 20 DRIVE EAST ALONG THE
 DG3696'NORTH SIDE OF I - 20 ON CLEBURNE COUNTY ROAD NO. 49 2.98 KM
 DG3696'(1.85 MI) TO CLEBURNE COUNTY ROAD NO. 66 RIGHT, TURN RIGHT ON
 DG3696'CLEBURNE COUNTY ROAD NO. 66 AND DRIVE SOUTHEAST 2.74 KM (1.70 MI) TO
 DG3696'CLEBURNE COUNTY ROAD NO. 43, TURN LEFT ON CLEBURNE COUNTY ROAD NO. 43
 DG3696'0.32 KM (0.20 MI) TO A GRAVEL ROAD LEFT, TURN LEFT ON THE GRAVEL ROAD
 DG3696'AND DRIVE SOUTHEAST 2.82 KM (1.75 MI) TO CLEBURNE COUNTY ROAD NO. 37,
 DG3696'TURN LEFT ON CLEBURNE COUNTY ROAD NO. 37 AND DRIVE SOUTHEAST 2.09 KM
 DG3696'(1.30 MI) TO A GRAVEL ROAD RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND
 DG3696'DRIVE WEST 0.40 KM (0.25 MI) TO THE TOP OF THE HILL AND THE STATION
 DG3696'ON THE LEFT.
 DG3696'THE STATION IS 0.58 M (1.90 FT) NORTH - NORTHWEST OF A FOUR STRAND
 DG3696'BARBED WIRE FENCE ON STEEL POSTS, 2.47 M (8.10 FT) EAST - NORTHEAST
 DG3696'OF A LARGE BRACE POST IN THE FENCE LINE, 5.49 M (18.01 FT) SOUTH -
 DG3696'SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 0.52 M (1.71 FT) NORTH -
 DG3696'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3696'STATION 15 - 8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3696
 DG3696                          STATION RECOVERY (2005)
 DG3696
 DG3696'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 DG3696'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3697 ***********************************************************************
 DG3697  DESIGNATION -  15 8
 DG3697  PID         -  DG3697
 DG3697  STATE/COUNTY-  AL/CLEBURNE
 DG3697  USGS QUAD   -  BOWDON WEST (1980)
 DG3697
 DG3697                         *CURRENT SURVEY CONTROL
 DG3697  ___________________________________________________________________
 DG3697* NAD 83(1992)-  33 37 23.85966(N)    085 19 54.62248(W)     ADJUSTED  
 DG3697* NAVD 88     -       426.1    (meters)    1398.     (feet)  VERTCON   
 DG3697  ___________________________________________________________________
 DG3697  X           -     432,709.238 (meters)                     COMP
 DG3697  Y           -  -5,299,203.133 (meters)                     COMP
 DG3697  Z           -   3,511,949.652 (meters)                     COMP
 DG3697  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DG3697  ELLIP HEIGHT-         397.30  (meters)          (07/29/02) GPS OBS
 DG3697  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG3697
 DG3697  HORZ ORDER  -  FIRST
 DG3697  ELLP ORDER  -  FOURTH    CLASS I
 DG3697
 DG3697.The horizontal coordinates were established by GPS observations
 DG3697.and adjusted by the National Geodetic Survey in September 1997..
 DG3697
 DG3697.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3697
 DG3697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3697
 DG3697.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3697
 DG3697.The ellipsoidal height was determined by GPS observations
 DG3697.and is referenced to NAD 83.
 DG3697
 DG3697.The geoid height was determined by GEOID03.
 DG3697
 DG3697;                    North         East     Units Scale Factor Converg.
 DG3697;SPC AL E     -   346,434.810   246,532.275   MT  0.99998668   +0 16 39.7
 DG3697;SPC GA W     -   402,332.801   591,890.818   MT  1.00004404   -0 38 42.9
 DG3697;SPC GA W     - 1,319,986.86  1,941,895.13   sFT  1.00004404   -0 38 42.9
 DG3697;UTM  16      - 3,721,636.406   654,736.207   MT  0.99989518   +0 55 26.0
 DG3697
 DG3697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3697!SPC AL E     -   0.99993763  x   0.99998668  =   0.99992431
 DG3697!SPC GA W     -   0.99993763  x   1.00004404  =   0.99998167
 DG3697!UTM  16      -   0.99993763  x   0.99989518  =   0.99983282
 DG3697
 DG3697:                Primary Azimuth Mark                     Grid Az
 DG3697:SPC AL E     -  15 7                                     276 18 38.8
 DG3697:SPC GA W     -  15 7                                     277 14 01.4
 DG3697:UTM  16      -  15 7                                     275 39 52.5
 DG3697
 DG3697|---------------------------------------------------------------------|
 DG3697| PID    Reference Object                     Distance      Geod. Az  |
 DG3697|                                                           dddmmss.s |
 DG3697| DG3696 15 7                                471.099 METERS 2763518.5 |
 DG3697|---------------------------------------------------------------------|
 DG3697
 DG3697                          SUPERSEDED SURVEY CONTROL
 DG3697
 DG3697  NAD 83(1992)-  33 37 23.85977(N)    085 19 54.62355(W) AD(       ) 1
 DG3697  ELLIP H (12/04/92)  397.38   (m)                       GP(       ) 4 1
 DG3697  NAD 83(1986)-  33 37 23.86511(N)    085 19 54.61992(W) AD(       ) 1
 DG3697  NGVD 29 (12/04/92)  426.1    (m)         1398.     (f) GPS OBS        
 DG3697
 DG3697.Superseded values are not recommended for survey control.
 DG3697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3697.See file dsdata.txt to determine how the superseded data were derived.
 DG3697
 DG3697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5473621636(NAD 83)
 DG3697_MARKER: DD = SURVEY DISK
 DG3697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3697_SP_SET: CONCRETE POST
 DG3697_STAMPING: 15-8 1990
 DG3697_MARK LOGO: ALHD  
 DG3697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3697+STABILITY: SURFACE MOTION
 DG3697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3697+SATELLITE: SATELLITE OBSERVATIONS - July 03, 2005
 DG3697
 DG3697  HISTORY     - Date     Condition        Report By
 DG3697  HISTORY     - 1990     MONUMENTED       ALHD
 DG3697  HISTORY     - 19910620 GOOD             ALHD
 DG3697  HISTORY     - 20050703 GOOD             GEOCAC
 DG3697
 DG3697                          STATION DESCRIPTION
 DG3697
 DG3697'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3697'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE NORTHEAST RIGHT OF
 DG3697'WAY OF CLEBURNE COUNTY ROAD NO. 37, ABOUT 11.10 KM (6.90 MI) NORTH OF
 DG3697'RANBURNE AND ABOUT 11.83 KM (7.35 MI) SOUTH - SOUTHEAST OF
 DG3697'FRUITHURST.
 DG3697'TO REACH THE STATION FROM EXIT 210 ON I - 20 DRIVE EAST ALONG THE
 DG3697'NORTH SIDE OF I - 20 ON CLEBURNE COUNTY ROAD NO. 49 2.98 KM
 DG3697'(1.85 MI) TO CLEBURNE COUNTY ROAD NO. 66 RIGHT, TURN RIGHT ON
 DG3697'CLEBURNE COUNTY ROAD NO. 66 AND DRIVE SOUTHEAST 2.74 KM (1.70 MI) TO
 DG3697'CLEBURNE COUNTY ROAD NO. 43, TURN LEFT ON CLEBURNE COUNTY ROAD NO. 43
 DG3697'0.32 KM (0.20 MI) TO A GRAVEL ROAD LEFT, TURN LEFT ON THE GRAVEL ROAD
 DG3697'AND DRIVE SOUTHEAST 2.82 KM (1.75 MI) TO CLEBURNE COUNTY ROAD NO. 37,
 DG3697'TURN LEFT ON CLEBURNE COUNTY ROAD NO. 37 AND DRIVE SOUTHEAST 2.17 KM
 DG3697'(1.35 MI) TO THE STATION ON THE LEFT.
 DG3697'THE STATION IS 2.47 M (8.10 FT) SOUTHWEST OF A BARBED WIRE AND HOG
 DG3697'WIRE FENCE 5.03 M (16.50 FT) NORTHEAST OF THE CENTERLINE OF CLEBURNE
 DG3697'COUNTY ROAD NO. 37, 40.78 M (133.79 FT) EAST - SOUTHEAST OF A FENCE
 DG3697'CORNER AND GATE POST ACROSS CLEBURNE COUNTY ROAD NO. 37, 2.47 M
 DG3697'(8.10 FT) SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 DG3697'THE GROUND.
 DG3697'STATION 15 - 7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3697
 DG3697                          STATION RECOVERY (1991)
 DG3697
 DG3697'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3697'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE NORTHEAST RIGHT OF
 DG3697'WAY OF CLEBURNE COUNTY ROAD NO. 37, ABOUT 11.10 KM (6.90 MI) NORTH OF
 DG3697'RANBURNE AND ABOUT 11.83 KM (7.35 MI) SOUTH-SOUTHEAST OF FRUITHURST.
 DG3697'TO REACH THE STATION FROM EXIT 210 ON I-20 DRIVE EAST ALONG THE NORTH
 DG3697'SIDE OF I-20 ON CLEBURNE COUNTY ROAD NO. 49 FOR 2.98 KM (1.85 MI) TO
 DG3697'CLEBURNE COUNTY ROAD NO. 66 RIGHT, TURN RIGHT ON CLEBURNE COUNTY ROAD
 DG3697'NO. 66 AND DRIVE SOUTHEAST FOR 2.74 KM (1.70 MI) TO CLEBURNE COUNTY
 DG3697'ROAD NO. 43, TURN LEFT ON CLEBURNE COUNTY ROAD NO. 43 AND DRIVE 0.32
 DG3697'KM (0.20 MI) TO A GRAVEL ROAD LEFT, TURN LEFT ON THE GRAVEL ROAD AND
 DG3697'DRIVE SOUTHEAST FOR 2.82 KM (1.75 MI) TO CLEBURNE COUNTY ROAD NO. 37,
 DG3697'TURN LEFT ON CLEBURNE COUNTY ROAD NO. 37 AND DRIVE SOUTHEAST FOR 2.17
 DG3697'KM (1.35 MI) TO THE STATION ON THE LEFT.
 DG3697'THE STATION IS 2.47 M (8.10 FT) SOUTHWEST OF A BARBED WIRE AND HOG
 DG3697'WIRE FENCE 5.03 M (16.50 FT) NORTHEAST OF THE CENTERLINE OF CLEBURNE
 DG3697'COUNTY ROAD NO. 37, 40.78 M (133.79 FT) EAST-SOUTHEAST OF A FENCE
 DG3697'CORNER AND GATE POST ACROSS CLEBURNE COUNTY ROAD NO. 37, 2.47 M
 DG3697'(8.10 FT) SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 DG3697'THE GROUND.
 DG3697'STATION 15-7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3697
 DG3697                          STATION RECOVERY (2005)
 DG3697
 DG3697'RECOVERY NOTE BY GEOCACHING 2005 (MAG)
 DG3697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3803 ***********************************************************************
 DG3803  DESIGNATION -  15 9
 DG3803  PID         -  DG3803
 DG3803  STATE/COUNTY-  AL/CLEBURNE
 DG3803  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG3803
 DG3803                         *CURRENT SURVEY CONTROL
 DG3803  ___________________________________________________________________
 DG3803* NAD 83(1992)-  33 30 39.73668(N)    085 44 07.59922(W)     ADJUSTED  
 DG3803* NAVD 88     -       303.0    (meters)     994.     (feet)  GPS OBS   
 DG3803  ___________________________________________________________________
 DG3803  X           -     395,874.338 (meters)                     COMP
 DG3803  Y           -  -5,308,883.095 (meters)                     COMP
 DG3803  Z           -   3,501,506.556 (meters)                     COMP
 DG3803  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DG3803  ELLIP HEIGHT-         274.30  (meters)          (07/29/02) GPS OBS
 DG3803  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DG3803
 DG3803  HORZ ORDER  -  FIRST
 DG3803  ELLP ORDER  -  FOURTH    CLASS I
 DG3803
 DG3803.The horizontal coordinates were established by GPS observations
 DG3803.and adjusted by the National Geodetic Survey in September 1993..
 DG3803
 DG3803.The orthometric height was determined by GPS observations and a
 DG3803.high-resolution geoid model.
 DG3803
 DG3803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3803
 DG3803.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3803
 DG3803.The ellipsoidal height was determined by GPS observations
 DG3803.and is referenced to NAD 83.
 DG3803
 DG3803.The geoid height was determined by GEOID03.
 DG3803
 DG3803;                    North         East     Units Scale Factor Converg.
 DG3803;SPC AL E     -   333,875.962   209,094.588   MT  0.99996102   +0 03 14.6
 DG3803;UTM  16      - 3,708,658.619   617,447.580   MT  0.99977006   +0 41 53.7
 DG3803
 DG3803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3803!SPC AL E     -   0.99995694  x   0.99996102  =   0.99991796
 DG3803!UTM  16      -   0.99995694  x   0.99977006  =   0.99972701
 DG3803
 DG3803:                Primary Azimuth Mark                     Grid Az
 DG3803:SPC AL E     -  15 10                                    046 26 29.2
 DG3803:UTM  16      -  15 10                                    045 47 50.1
 DG3803
 DG3803|---------------------------------------------------------------------|
 DG3803| PID    Reference Object                     Distance      Geod. Az  |
 DG3803|                                                           dddmmss.s |
 DG3803| DG3802 15 10                               496.330 METERS 0462943.8 |
 DG3803|---------------------------------------------------------------------|
 DG3803
 DG3803                          SUPERSEDED SURVEY CONTROL
 DG3803
 DG3803  ELLIP H (09/27/93)  274.39   (m)                       GP(       ) 4 1
 DG3803
 DG3803.Superseded values are not recommended for survey control.
 DG3803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3803.See file dsdata.txt to determine how the superseded data were derived.
 DG3803
 DG3803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1744808659(NAD 83)
 DG3803_MARKER: DD = SURVEY DISK
 DG3803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3803_SP_SET: CONCRETE POST
 DG3803_STAMPING: 15-9 1992
 DG3803_MARK LOGO: ALHD  
 DG3803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3803+STABILITY: SURFACE MOTION
 DG3803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3803+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3803
 DG3803  HISTORY     - Date     Condition        Report By
 DG3803  HISTORY     - 1992     MONUMENTED       ALHD
 DG3803
 DG3803                          STATION DESCRIPTION
 DG3803
 DG3803'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3803'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE NORTHWEST RIGHT OF
 DG3803'WAY OF A PAVED COUNTY ROAD, ABOUT 5.70 MI (9.17 KM) WEST-SOUTHWEST OF
 DG3803'HOLLIS CROSSROADS AND ABOUT 12.25 MI (19.71 KM) SOUTHWEST OF HEFLIN.
 DG3803'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 9 (MILE POST
 DG3803'60.05 ON ALA 49 AND MILE POST 188.90 ON ALA 9) AT A TRAFFIC LIGHT IN
 DG3803'LINEVILLE, DRIVE NORTH ON ALA 49 FOR 13.05 MI (21.00 KM) TO MILE POST
 DG3803'73.10 AND A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED
 DG3803'COUNTY ROAD AND DRIVE NORTHEAST FOR 2.40 MI (3.86 KM) TO THE
 DG3803'CLAY-CLEBURNE COUNTY LINE (NOT MARKED), CONTINUE NORTHEAST ON THE
 DG3803'PAVED COUNTY ROAD FOR 1.00 MI (1.61 KM) TO THE STATION ON THE LEFT.
 DG3803'THE STATION IS 8.6 FT (2.6 M) SOUTHEAST OF A HOG WIRE FENCE WITH ONE
 DG3803'STRAND OF BARBED WIRE ON STEEL POSTS, 30.1 FT (9.2 M) NORTHWEST OF
 DG3803'THE CENTERLINE OF THE PAVED COUNTY ROAD, 66.7 FT (20.3 M) NORTHEAST
 DG3803'OF THE NORTHEAST ONE OF TWO CONNECTED CROSS TIE POSTS IN THE FENCE
 DG3803'LINE, 144.7 FT (44.1 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 8 /
 DG3803'50, 145.6 FT (44.4 M) SOUTHWEST OF A FENCE CORNER, 166.0 FT (50.6 M)
 DG3803'SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 8.4 FT (2.6 M) EAST OF A
 DG3803'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3803'STATION 15-10 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0602 ***********************************************************************
 DH0602  DESIGNATION -  15 M
 DH0602  PID         -  DH0602
 DH0602  STATE/COUNTY-  AL/COOSA
 DH0602  USGS QUAD   -  GOODWATER (1987)
 DH0602
 DH0602                         *CURRENT SURVEY CONTROL
 DH0602  ___________________________________________________________________
 DH0602* NAD 83(1986)-  33 05 36.     (N)    086 06 57.     (W)     SCALED    
 DH0602* NAVD 88     -       271.373  (meters)     890.33   (feet)  POSTED    
 DH0602  ___________________________________________________________________
 DH0602  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH0602  DYNAMIC HT  -         271.060 (meters)     889.30  (feet)  COMP
 DH0602  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 DH0602
 DH0602  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH0602
 DH0602.The horizontal coordinates were scaled from a topographic map and have
 DH0602.an estimated accuracy of +/- 6 seconds.
 DH0602
 DH0602.The orthometric height was determined by differential leveling
 DH0602.and adjusted by the National Geodetic Survey in 1992..
 DH0602.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH0602.rate of 0.0 thru 1.0 mm/km.
 DH0602
 DH0602.The geoid height was determined by GEOID03.
 DH0602
 DH0602.The dynamic height is computed by dividing the NAVD 88
 DH0602.geopotential number by the normal gravity value computed on the
 DH0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0602.degrees latitude (g = 980.6199 gals.).
 DH0602
 DH0602.The modeled gravity was interpolated from observed gravity values.
 DH0602
 DH0602;                    North         East    Units  Estimated Accuracy
 DH0602;SPC AL E     -   287,580.      173,630.      MT  (+/- 180 meters Scaled)
 DH0602
 DH0602                          SUPERSEDED SURVEY CONTROL
 DH0602
 DH0602  NGVD 29 (??/??/92)  271.326  (m)          890.18   (f) ADJ UNCH    2 0
 DH0602
 DH0602.Superseded values are not recommended for survey control.
 DH0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0602.See file dsdata.txt to determine how the superseded data were derived.
 DH0602
 DH0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB825619(NAD 83)
 DH0602_MARKER: DD = SURVEY DISK
 DH0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0602_STAMPING: 15 M 1942
 DH0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0602+STABILITY: SURFACE MOTION
 DH0602
 DH0602  HISTORY     - Date     Condition        Report By
 DH0602  HISTORY     - 1942     MONUMENTED       USGS
 DH0602  HISTORY     - 1949     GOOD             NGS
 DH0602
 DH0602                          STATION DESCRIPTION
 DH0602
 DH0602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0602'0.35 MI SW FROM PARKDALE.
 DH0602'ABOUT 0.35 MILE SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO HANOVER
 DH0602'FROM THE PARKDALE METHODIST CHURCH AND JUNCTION OF U.S. HIGHWAY 241 AT
 DH0602'PARKDALE, AT THE J. T. DEASON RESIDENCE WEST OF ROAD, 117 FEET EAST OF
 DH0602'THE NORTHEAST CORNER OF THE HOUSE, 161 FEET SOUTH OF THE BRICK CHIMNEY
 DH0602'ON SOUTH SIDE OF A TENANT HOUSE, 125 FEET SOUTH OF A WELL, 95 FEET
 DH0602'SOUTH-SOUTHWEST OF A POWER POLE, 53 FEET WEST OF THE CENTER LINE OF
 DH0602'THE ROAD, 32 FEET WEST-SOUTHWEST OF THE SOUTH END OF A 12-INCH PIPE
 DH0602'CULVERT UNDER ROAD TO HOUSE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 DH0602'POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0602'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1188 ***********************************************************************
 CN1188  DESIGNATION -  151 11 RESET
 CN1188  PID         -  CN1188
 CN1188  STATE/COUNTY-  AL/AUTAUGA
 CN1188  USGS QUAD   -  JONES (1982)
 CN1188
 CN1188                         *CURRENT SURVEY CONTROL
 CN1188  ___________________________________________________________________
 CN1188* NAD 83(1986)-  32 32 50.     (N)    086 53 40.     (W)     SCALED    
 CN1188* NAVD 88     -        58.311  (meters)     191.31   (feet)  ADJUSTED  
 CN1188  ___________________________________________________________________
 CN1188  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CN1188  DYNAMIC HT  -          58.244 (meters)     191.09  (feet)  COMP
 CN1188  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 CN1188
 CN1188  VERT ORDER  -  FIRST     CLASS II
 CN1188
 CN1188.The horizontal coordinates were scaled from a topographic map and have
 CN1188.an estimated accuracy of +/- 6 seconds.
 CN1188
 CN1188.The orthometric height was determined by differential leveling
 CN1188.and adjusted by the National Geodetic Survey in June 1991..
 CN1188
 CN1188.The geoid height was determined by GEOID03.
 CN1188
 CN1188.The dynamic height is computed by dividing the NAVD 88
 CN1188.geopotential number by the normal gravity value computed on the
 CN1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1188.degrees latitude (g = 980.6199 gals.).
 CN1188
 CN1188.The modeled gravity was interpolated from observed gravity values.
 CN1188
 CN1188;                    North         East    Units  Estimated Accuracy
 CN1188;SPC AL W     -   282,560.      656,880.      MT  (+/- 180 meters Scaled)
 CN1188
 CN1188                          SUPERSEDED SURVEY CONTROL
 CN1188
 CN1188.No superseded survey control is available for this station.
 CN1188
 CN1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB099010(NAD 83)
 CN1188_MARKER: DD = SURVEY DISK
 CN1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1188_STAMPING: 151-11 RESET 1949
 CN1188_MARK LOGO: ALGS  
 CN1188_PROJECTION: RECESSED 5 CENTIMETERS
 CN1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1188+STABILITY: SURFACE MOTION
 CN1188
 CN1188  HISTORY     - Date     Condition        Report By
 CN1188  HISTORY     - 1949     MONUMENTED       ALGS
 CN1188  HISTORY     - 1981     GOOD             NGS
 CN1188
 CN1188                          STATION DESCRIPTION
 CN1188
 CN1188'DESCRIBED BY ALABAMA GEODETIC SURVEY 1949
 CN1188'0.5 MI N FROM FREMONT.
 CN1188'ABOUT 0.5 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1188'FREMONT, AT A PRIVATE ROAD CROSSING, 57 1/2 FEET WEST-SOUTHWEST OF THE
 CN1188'CENTER OF THE CROSSING, 53 FEET WEST OF THE WEST RAIL, 83 FEET NORTH
 CN1188'OF TELEPHONE POLE NO. 396, 11 FEET SOUTH OF THE CENTER LINE OF THE
 CN1188'PRIVATE ROAD, 2 1/2 FEET EAST OF THE FENCE LINE, 1 FOOT EAST OF A
 CN1188'WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE TRACK AND SET IN THE
 CN1188'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CN1188
 CN1188                          STATION RECOVERY (1981)
 CN1188
 CN1188'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CN1188'2.48 KILOMETERS (1.55 MILES) NORTH ALONG COUNTY ROAD 83 FROM THE NORTH
 CN1188'END OF THE COUNTY ROAD BRIDGE OVER MULBERRY CREEK IN FREMONT, TO A
 CN1188'PRIVATE ROAD CROSSING THE SOUTHERN RAILROAD AND LEADING WEST INTO AN
 CN1188'OPEN FARM FIELD, SET SOUTHEAST OF THE SOUTH ENTRANCE GATE POST (A
 CN1188'RAILROAD TIE) FOR ENTRANCE TO THE OPEN FIELD, 17.67 METERS (58.0 FEET)
 CN1188'SOUTHWEST OF THE CENTER OF THE CROSSING, 16.15 METERS (53.0 FEET) WEST
 CN1188'OF THE WEST RAIL, 3.35 METERS (11.0 FEET) SOUTH OF THE CENTER OF THE
 CN1188'PRIVATE ROAD, 1.21 METERS (4.0 FEET) SOUTHEAST OF THE SOUTH ENTRANCE
 CN1188'GATE POST, 0.76 METER (2.5 FEET) EAST OF THE 4-FOOT HIGH BARBED WIRE
 CN1188'FENCE LINE.
 CN1188'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 CN1188'THE MARK IS 0.46 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1185 ***********************************************************************
 CN1185  DESIGNATION -  151 12
 CN1185  PID         -  CN1185
 CN1185  STATE/COUNTY-  AL/AUTAUGA
 CN1185  USGS QUAD   -  JONES (1982)
 CN1185
 CN1185                         *CURRENT SURVEY CONTROL
 CN1185  ___________________________________________________________________
 CN1185* NAD 83(1986)-  32 33 48.     (N)    086 53 37.     (W)     SCALED    
 CN1185* NAVD 88     -        58.798  (meters)     192.91   (feet)  ADJUSTED  
 CN1185  ___________________________________________________________________
 CN1185  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CN1185  DYNAMIC HT  -          58.730 (meters)     192.68  (feet)  COMP
 CN1185  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 CN1185
 CN1185  VERT ORDER  -  FIRST     CLASS II
 CN1185
 CN1185.The horizontal coordinates were scaled from a topographic map and have
 CN1185.an estimated accuracy of +/- 6 seconds.
 CN1185
 CN1185.The orthometric height was determined by differential leveling
 CN1185.and adjusted by the National Geodetic Survey in June 1991..
 CN1185
 CN1185.The geoid height was determined by GEOID03.
 CN1185
 CN1185.The dynamic height is computed by dividing the NAVD 88
 CN1185.geopotential number by the normal gravity value computed on the
 CN1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1185.degrees latitude (g = 980.6199 gals.).
 CN1185
 CN1185.The modeled gravity was interpolated from observed gravity values.
 CN1185
 CN1185;                    North         East    Units  Estimated Accuracy
 CN1185;SPC AL W     -   284,350.      656,940.      MT  (+/- 180 meters Scaled)
 CN1185
 CN1185                          SUPERSEDED SURVEY CONTROL
 CN1185
 CN1185  NGVD 29 (??/??/92)   58.76   (m)          192.8    (f) COMPUTED    1 2
 CN1185
 CN1185.Superseded values are not recommended for survey control.
 CN1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1185.See file dsdata.txt to determine how the superseded data were derived.
 CN1185
 CN1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB099028(NAD 83)
 CN1185_MARKER: DD = SURVEY DISK
 CN1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1185_STAMPING: 151-12
 CN1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1185+STABILITY: SURFACE MOTION
 CN1185
 CN1185  HISTORY     - Date     Condition        Report By
 CN1185  HISTORY     - UNK      MONUMENTED       ALGS
 CN1185  HISTORY     - 1917     GOOD             NGS
 CN1185
 CN1185                          STATION DESCRIPTION
 CN1185
 CN1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 CN1185'1.7 MI S FROM JONES.
 CN1185'1.7 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE POST OFFICE AT
 CN1185'JONES, AUTAUGA COUNTY, 85 FEET NORTHEAST OF POLE 421, 50 FEET EAST OF
 CN1185'A FENCE CORNER, 22 FEET EAST OF THE EAST RAIL, AND 8 FEET WEST OF THE
 CN1185'FENCE.  A STATE SURVEY STANDARD DISK, STAMPED 151-12 AND SET IN THE
 CN1185'TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0775 ***********************************************************************
 CN0775  DESIGNATION -  151 3
 CN0775  PID         -  CN0775
 CN0775  STATE/COUNTY-  AL/DALLAS
 CN0775  USGS QUAD   -  BURNSVILLE (1982)
 CN0775
 CN0775                         *CURRENT SURVEY CONTROL
 CN0775  ___________________________________________________________________
 CN0775* NAD 83(1986)-  32 25 17.     (N)    086 58 44.     (W)     SCALED    
 CN0775* NAVD 88     -        37.471  (meters)     122.94   (feet)  ADJUSTED  
 CN0775  ___________________________________________________________________
 CN0775  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CN0775  DYNAMIC HT  -          37.428 (meters)     122.80  (feet)  COMP
 CN0775  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 CN0775
 CN0775  VERT ORDER  -  FIRST     CLASS II
 CN0775
 CN0775.The horizontal coordinates were scaled from a topographic map and have
 CN0775.an estimated accuracy of +/- 6 seconds.
 CN0775
 CN0775.The orthometric height was determined by differential leveling
 CN0775.and adjusted by the National Geodetic Survey in June 1991..
 CN0775
 CN0775.The geoid height was determined by GEOID03.
 CN0775
 CN0775.The dynamic height is computed by dividing the NAVD 88
 CN0775.geopotential number by the normal gravity value computed on the
 CN0775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0775.degrees latitude (g = 980.6199 gals.).
 CN0775
 CN0775.The modeled gravity was interpolated from observed gravity values.
 CN0775
 CN0775;                    North         East    Units  Estimated Accuracy
 CN0775;SPC AL W     -   268,570.      649,010.      MT  (+/- 180 meters Scaled)
 CN0775
 CN0775                          SUPERSEDED SURVEY CONTROL
 CN0775
 CN0775  NGVD 29 (??/??/92)   37.43   (m)          122.8    (f) COMPUTED    1 2
 CN0775
 CN0775.Superseded values are not recommended for survey control.
 CN0775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0775.See file dsdata.txt to determine how the superseded data were derived.
 CN0775
 CN0775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA019871(NAD 83)
 CN0775_MARKER: DB = BENCH MARK DISK
 CN0775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0775_STAMPING: NO. 151 - 3
 CN0775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0775+STABILITY: SURFACE MOTION
 CN0775
 CN0775  HISTORY     - Date     Condition        Report By
 CN0775  HISTORY     - UNK      MONUMENTED       ALGS
 CN0775  HISTORY     - 1943     GOOD             NGS
 CN0775  HISTORY     - 1981     MARK NOT FOUND   NGS
 CN0775
 CN0775                          STATION DESCRIPTION
 CN0775
 CN0775'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CN0775'2.4 MI E FROM SELMA.
 CN0775'2.4 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE STATION AT SELMA,
 CN0775'12 FEET NORTH OF THE NORTH RAIL, 18 FEET WEST OF A DIRT ROAD CROSSING,
 CN0775'50 FEET NORTHWEST OF A POLE.  METAL DISK IN THE TOP OF A CONCRETE POST
 CN0775'PROJECTING 3-INCHES ABOVE GROUND.
 CN0775
 CN0775                          STATION RECOVERY (1981)
 CN0775
 CN0775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CN0775'SEARCHED FOR AND NOT RECOVERED, A ROAD CROSSING IS NO LONGER AT THIS
 CN0775'LOCATION AND SERVICE ROAD PARALLELING THE RAILROAD HAS BEEN WIDENED,
 CN0775'THE MARK IS BELIEVED COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1183 ***********************************************************************
 CN1183  DESIGNATION -  151 B 135
 CN1183  PID         -  CN1183
 CN1183  STATE/COUNTY-  AL/AUTAUGA
 CN1183  USGS QUAD   -  JONES (1982)
 CN1183
 CN1183                         *CURRENT SURVEY CONTROL
 CN1183  ___________________________________________________________________
 CN1183* NAD 83(1986)-  32 35 03.     (N)    086 53 52.     (W)     SCALED    
 CN1183* NAVD 88     -        61.957  (meters)     203.27   (feet)  ADJUSTED  
 CN1183  ___________________________________________________________________
 CN1183  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CN1183  DYNAMIC HT  -          61.885 (meters)     203.03  (feet)  COMP
 CN1183  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 CN1183
 CN1183  VERT ORDER  -  FIRST     CLASS II
 CN1183
 CN1183.The horizontal coordinates were scaled from a topographic map and have
 CN1183.an estimated accuracy of +/- 6 seconds.
 CN1183
 CN1183.The orthometric height was determined by differential leveling
 CN1183.and adjusted by the National Geodetic Survey in June 1991..
 CN1183
 CN1183.The geoid height was determined by GEOID03.
 CN1183
 CN1183.The dynamic height is computed by dividing the NAVD 88
 CN1183.geopotential number by the normal gravity value computed on the
 CN1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1183.degrees latitude (g = 980.6199 gals.).
 CN1183
 CN1183.The modeled gravity was interpolated from observed gravity values.
 CN1183
 CN1183;                    North         East    Units  Estimated Accuracy
 CN1183;SPC AL W     -   286,660.      656,540.      MT  (+/- 180 meters Scaled)
 CN1183
 CN1183                          SUPERSEDED SURVEY CONTROL
 CN1183
 CN1183  NGVD 29 (??/??/92)   61.92   (m)          203.1    (f) COMPUTED    1 2
 CN1183
 CN1183.Superseded values are not recommended for survey control.
 CN1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1183.See file dsdata.txt to determine how the superseded data were derived.
 CN1183
 CN1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB095051(NAD 83)
 CN1183_MARKER: DD = SURVEY DISK
 CN1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1183_STAMPING: 151 B 135
 CN1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1183+STABILITY: SURFACE MOTION
 CN1183
 CN1183  HISTORY     - Date     Condition        Report By
 CN1183  HISTORY     - UNK      MONUMENTED       ALGS
 CN1183  HISTORY     - 1917     GOOD             NGS
 CN1183  HISTORY     - 1949     MARK NOT FOUND   NGS
 CN1183
 CN1183                          STATION DESCRIPTION
 CN1183
 CN1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 CN1183'0.3 MI S FROM JONES.
 CN1183'0.3 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE POST OFFICE AT
 CN1183'JONES, AUTAUGA COUNTY, 115 FEET SOUTH OF MILEPOST 176, 20 FEET
 CN1183'NORTHEAST OF A DIRT-ROAD CROSSING, AND 13 FEET WEST OF THE WEST RAIL.
 CN1183'A STATE SURVEY STANDARD DISK, STAMPED 151 B 135 AND SET IN THE TOP OF
 CN1183'A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 CN1183
 CN1183                          STATION RECOVERY (1949)
 CN1183
 CN1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CN1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1081 ***********************************************************************
 CN1081  DESIGNATION -  153 3
 CN1081  PID         -  CN1081
 CN1081  STATE/COUNTY-  AL/DALLAS
 CN1081  USGS QUAD   -  SARDIS (1982)
 CN1081
 CN1081                         *CURRENT SURVEY CONTROL
 CN1081  ___________________________________________________________________
 CN1081* NAD 83(1986)-  32 17 49.     (N)    086 59 11.     (W)     SCALED    
 CN1081* NAVD 88     -        56.050  (meters)     183.89   (feet)  ADJUSTED  
 CN1081  ___________________________________________________________________
 CN1081  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CN1081  DYNAMIC HT  -          55.986 (meters)     183.68  (feet)  COMP
 CN1081  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 CN1081
 CN1081  VERT ORDER  -  SECOND    CLASS 0
 CN1081
 CN1081.The horizontal coordinates were scaled from a topographic map and have
 CN1081.an estimated accuracy of +/- 6 seconds.
 CN1081
 CN1081.The orthometric height was determined by differential leveling
 CN1081.and adjusted by the National Geodetic Survey in June 1991..
 CN1081
 CN1081.The geoid height was determined by GEOID03.
 CN1081
 CN1081.The dynamic height is computed by dividing the NAVD 88
 CN1081.geopotential number by the normal gravity value computed on the
 CN1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1081.degrees latitude (g = 980.6199 gals.).
 CN1081
 CN1081.The modeled gravity was interpolated from observed gravity values.
 CN1081
 CN1081;                    North         East    Units  Estimated Accuracy
 CN1081;SPC AL W     -   254,770.      648,370.      MT  (+/- 180 meters Scaled)
 CN1081
 CN1081                          SUPERSEDED SURVEY CONTROL
 CN1081
 CN1081  NGVD 29 (??/??/92)   56.004  (m)          183.74   (f) ADJ UNCH    2 0
 CN1081
 CN1081.Superseded values are not recommended for survey control.
 CN1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1081.See file dsdata.txt to determine how the superseded data were derived.
 CN1081
 CN1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA012733(NAD 83)
 CN1081_MARKER: DB = BENCH MARK DISK
 CN1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1081_STAMPING: 153-3
 CN1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1081+STABILITY: SURFACE MOTION
 CN1081
 CN1081  HISTORY     - Date     Condition        Report By
 CN1081  HISTORY     - UNK      MONUMENTED       ALGS
 CN1081  HISTORY     - 1949     GOOD             NGS
 CN1081  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN1081
 CN1081                          STATION DESCRIPTION
 CN1081
 CN1081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1081'0.5 MI N FROM SARDIS.
 CN1081'ABOUT 0.5 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 CN1081'THE STATION AT SARDIS, 450 FEET SOUTH-SOUTHWEST OF MILE POST 711, 88
 CN1081'FEET SOUTH-SOUTHEAST AND ACROSS THE TRACK FROM A WHISTLE POST, 48 FEET
 CN1081'SOUTHEAST AND ACROSS THE TRACK FROM A TELEPHONE POLE, 39 1/2 FEET
 CN1081'SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH OAK TREE, 9 FEET EAST OF THE
 CN1081'EAST RAIL, 2 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 CN1081'POST PROJECTING 5 INCHES.
 CN1081
 CN1081                          STATION RECOVERY (1979)
 CN1081
 CN1081'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN1081'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1080 ***********************************************************************
 CN1080  DESIGNATION -  153 4
 CN1080  PID         -  CN1080
 CN1080  STATE/COUNTY-  AL/DALLAS
 CN1080  USGS QUAD   -  SARDIS (1982)
 CN1080
 CN1080                         *CURRENT SURVEY CONTROL
 CN1080  ___________________________________________________________________
 CN1080* NAD 83(1986)-  32 17 19.     (N)    086 59 21.     (W)     SCALED    
 CN1080* NAVD 88     -        62.203  (meters)     204.08   (feet)  ADJUSTED  
 CN1080  ___________________________________________________________________
 CN1080  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CN1080  DYNAMIC HT  -          62.132 (meters)     203.84  (feet)  COMP
 CN1080  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CN1080
 CN1080  VERT ORDER  -  SECOND    CLASS 0
 CN1080
 CN1080.The horizontal coordinates were scaled from a topographic map and have
 CN1080.an estimated accuracy of +/- 6 seconds.
 CN1080
 CN1080.The orthometric height was determined by differential leveling
 CN1080.and adjusted by the National Geodetic Survey in June 1991..
 CN1080
 CN1080.The geoid height was determined by GEOID03.
 CN1080
 CN1080.The dynamic height is computed by dividing the NAVD 88
 CN1080.geopotential number by the normal gravity value computed on the
 CN1080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1080.degrees latitude (g = 980.6199 gals.).
 CN1080
 CN1080.The modeled gravity was interpolated from observed gravity values.
 CN1080
 CN1080;                    North         East    Units  Estimated Accuracy
 CN1080;SPC AL W     -   253,840.      648,120.      MT  (+/- 180 meters Scaled)
 CN1080
 CN1080                          SUPERSEDED SURVEY CONTROL
 CN1080
 CN1080  NGVD 29 (??/??/92)   62.157  (m)          203.93   (f) ADJ UNCH    2 0
 CN1080
 CN1080.Superseded values are not recommended for survey control.
 CN1080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1080.See file dsdata.txt to determine how the superseded data were derived.
 CN1080
 CN1080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA010724(NAD 83)
 CN1080_MARKER: DD = SURVEY DISK
 CN1080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1080_STAMPING: 153-4
 CN1080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1080+STABILITY: SURFACE MOTION
 CN1080
 CN1080  HISTORY     - Date     Condition        Report By
 CN1080  HISTORY     - UNK      MONUMENTED       ALGS
 CN1080  HISTORY     - 1949     GOOD             NGS
 CN1080  HISTORY     - 1950     GOOD             NGS
 CN1080
 CN1080                          STATION DESCRIPTION
 CN1080
 CN1080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1080'IN SARDIS.
 CN1080'AT SARDIS, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 418 FEET
 CN1080'NORTH-NORTHEAST OF THE CENTER OF THE ROAD CROSSING AT CENTER OF MAIN
 CN1080'TRACK, 103 1/2 FEET SOUTHWEST OF A 24-INCH COTTONWOOD TREE, 20 FEET
 CN1080'EAST OF THE EAST RAIL OF THE MAIN TRACK, 6 1/2 FEET EAST OF THE EAST
 CN1080'RAIL OF A SIDE TRACK, 4 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CN1080'A SEED SHED, 5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CN1080'WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 IN.
 CN1080
 CN1080                          STATION RECOVERY (1950)
 CN1080
 CN1080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CN1080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1843 ***********************************************************************
 CN1843  DESIGNATION -  155 3
 CN1843  PID         -  CN1843
 CN1843  STATE/COUNTY-  AL/DALLAS
 CN1843  USGS QUAD   -  BROWNS (1968)
 CN1843
 CN1843                         *CURRENT SURVEY CONTROL
 CN1843  ___________________________________________________________________
 CN1843* NAD 83(1986)-  32 26 05.     (N)    087 19 28.     (W)     SCALED    
 CN1843* NAVD 88     -        54.156  (meters)     177.68   (feet)  ADJUSTED  
 CN1843  ___________________________________________________________________
 CN1843  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CN1843  DYNAMIC HT  -          54.094 (meters)     177.47  (feet)  COMP
 CN1843  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CN1843
 CN1843  VERT ORDER  -  FIRST     CLASS I
 CN1843
 CN1843.The horizontal coordinates were scaled from a topographic map and have
 CN1843.an estimated accuracy of +/- 6 seconds.
 CN1843
 CN1843.The orthometric height was determined by differential leveling
 CN1843.and adjusted by the National Geodetic Survey in June 1991..
 CN1843.WARNING-Repeat measurements at this control monument indicate possible
 CN1843.vertical movement.
 CN1843
 CN1843.The geoid height was determined by GEOID03.
 CN1843
 CN1843.The dynamic height is computed by dividing the NAVD 88
 CN1843.geopotential number by the normal gravity value computed on the
 CN1843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1843.degrees latitude (g = 980.6199 gals.).
 CN1843
 CN1843.The modeled gravity was interpolated from observed gravity values.
 CN1843
 CN1843;                    North         East    Units  Estimated Accuracy
 CN1843;SPC AL W     -   269,940.      616,510.      MT  (+/- 180 meters Scaled)
 CN1843
 CN1843                          SUPERSEDED SURVEY CONTROL
 CN1843
 CN1843  NGVD 29 (??/??/??)   54.141  (m)          177.63   (f) ADJUSTED    1 1
 CN1843
 CN1843.Superseded values are not recommended for survey control.
 CN1843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1843.See file dsdata.txt to determine how the superseded data were derived.
 CN1843
 CN1843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA695886(NAD 83)
 CN1843_MARKER: DD = SURVEY DISK
 CN1843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1843_STAMPING: 155-3
 CN1843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1843+STABILITY: SURFACE MOTION
 CN1843
 CN1843  HISTORY     - Date     Condition        Report By
 CN1843  HISTORY     - UNK      MONUMENTED       ALGS
 CN1843  HISTORY     - 1968     GOOD             NGS
 CN1843
 CN1843                          STATION DESCRIPTION
 CN1843
 CN1843'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN1843'2.65 MI E FROM BROWNS.
 CN1843'0.15 MILE SOUTH ALONG COUNTY ROAD 23 FROM THE POST OFFICE AT BROWNS,
 CN1843'THENCE 2.5 MILES EAST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM,
 CN1843'IN SECTION 24, T 17 N, R 7 E, 0.35 MILE EAST OF MILEPOST 212, 100 FEET
 CN1843'WEST OF THE CENTER OF A CROSSING OF THE RAILROAD AND A ROAD, 21 1/2
 CN1843'FEET NORTH OF THE NORTH RAIL, 3 1/2 FEET SOUTH OF A FENCE, 0.8 FOOT
 CN1843'WEST OF A METAL POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE TRACK, AN
 CN1843'ALABAMA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST WHICH
 CN1843'PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1851 ***********************************************************************
 CN1851  DESIGNATION -  155 5
 CN1851  PID         -  CN1851
 CN1851  STATE/COUNTY-  AL/DALLAS
 CN1851  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN1851
 CN1851                         *CURRENT SURVEY CONTROL
 CN1851  ___________________________________________________________________
 CN1851* NAD 83(1986)-  32 26 17.     (N)    087 23 08.     (W)     SCALED    
 CN1851* NAVD 88     -        54.332  (meters)     178.25   (feet)  ADJUSTED  
 CN1851  ___________________________________________________________________
 CN1851  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CN1851  DYNAMIC HT  -          54.269 (meters)     178.05  (feet)  COMP
 CN1851  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CN1851
 CN1851  VERT ORDER  -  SECOND    CLASS 0
 CN1851
 CN1851.The horizontal coordinates were scaled from a topographic map and have
 CN1851.an estimated accuracy of +/- 6 seconds.
 CN1851
 CN1851.The orthometric height was determined by differential leveling
 CN1851.and adjusted by the National Geodetic Survey in June 1991..
 CN1851
 CN1851.The geoid height was determined by GEOID03.
 CN1851
 CN1851.The dynamic height is computed by dividing the NAVD 88
 CN1851.geopotential number by the normal gravity value computed on the
 CN1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1851.degrees latitude (g = 980.6199 gals.).
 CN1851
 CN1851.The modeled gravity was interpolated from observed gravity values.
 CN1851
 CN1851;                    North         East    Units  Estimated Accuracy
 CN1851;SPC AL W     -   270,300.      610,760.      MT  (+/- 180 meters Scaled)
 CN1851
 CN1851                          SUPERSEDED SURVEY CONTROL
 CN1851
 CN1851  NGVD 29 (??/??/92)   54.31   (m)          178.2    (f) COMPUTED    2 0
 CN1851
 CN1851.Superseded values are not recommended for survey control.
 CN1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1851.See file dsdata.txt to determine how the superseded data were derived.
 CN1851
 CN1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA637890(NAD 83)
 CN1851_MARKER: DD = SURVEY DISK
 CN1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1851_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1851_STAMPING: 155-5
 CN1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1851+STABILITY: SURFACE MOTION
 CN1851
 CN1851  HISTORY     - Date     Condition        Report By
 CN1851  HISTORY     - UNK      MONUMENTED       ALGS
 CN1851  HISTORY     - 1968     MARK NOT FOUND   NGS
 CN1851
 CN1851                          STATION DESCRIPTION
 CN1851
 CN1851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN1851'1.1 MI W FROM BROWNS.
 CN1851'1.1 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT BROWNS,
 CN1851'DALLAS COUNTY, AT POLE 215+09, 40 FEET NORTH OF THE TRACK, AND AT A
 CN1851'ROW OF POLES.  A STATE SURVEY STANDARD DISK, STAMPED 155-5 AND SET IN
 CN1851'THE TOP OF A CONCRETE POST.  NOTE-- ABOUT 1 MAN-HOUR WAS SPENT IN
 CN1851'SEARCHING FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1854 ***********************************************************************
 CN1854  DESIGNATION -  155 6
 CN1854  PID         -  CN1854
 CN1854  STATE/COUNTY-  AL/DALLAS
 CN1854  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN1854
 CN1854                         *CURRENT SURVEY CONTROL
 CN1854  ___________________________________________________________________
 CN1854* NAD 83(1986)-  32 26 20.     (N)    087 24 13.     (W)     SCALED    
 CN1854* NAVD 88     -        51.139  (meters)     167.78   (feet)  ADJUSTED  
 CN1854  ___________________________________________________________________
 CN1854  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN1854  DYNAMIC HT  -          51.081 (meters)     167.59  (feet)  COMP
 CN1854  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CN1854
 CN1854  VERT ORDER  -  SECOND    CLASS 0
 CN1854
 CN1854.The horizontal coordinates were scaled from a topographic map and have
 CN1854.an estimated accuracy of +/- 6 seconds.
 CN1854
 CN1854.The orthometric height was determined by differential leveling
 CN1854.and adjusted by the National Geodetic Survey in June 1991..
 CN1854
 CN1854.The geoid height was determined by GEOID03.
 CN1854
 CN1854.The dynamic height is computed by dividing the NAVD 88
 CN1854.geopotential number by the normal gravity value computed on the
 CN1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1854.degrees latitude (g = 980.6199 gals.).
 CN1854
 CN1854.The modeled gravity was interpolated from observed gravity values.
 CN1854
 CN1854;                    North         East    Units  Estimated Accuracy
 CN1854;SPC AL W     -   270,390.      609,060.      MT  (+/- 180 meters Scaled)
 CN1854
 CN1854                          SUPERSEDED SURVEY CONTROL
 CN1854
 CN1854  NGVD 29 (??/??/92)   51.11   (m)          167.7    (f) COMPUTED    2 0
 CN1854
 CN1854.Superseded values are not recommended for survey control.
 CN1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1854.See file dsdata.txt to determine how the superseded data were derived.
 CN1854
 CN1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA620891(NAD 83)
 CN1854_MARKER: DD = SURVEY DISK
 CN1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1854_STAMPING: 155-6
 CN1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1854+STABILITY: SURFACE MOTION
 CN1854
 CN1854  HISTORY     - Date     Condition        Report By
 CN1854  HISTORY     - UNK      MONUMENTED       ALGS
 CN1854  HISTORY     - 1968     MARK NOT FOUND   NGS
 CN1854
 CN1854                          STATION DESCRIPTION
 CN1854
 CN1854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN1854'2.3 MI W FROM BROWNS.
 CN1854'2.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT BROWNS,
 CN1854'DALLAS COUNTY, AT POLE 216+12, AND 20 FEET SOUTH OF THE TRACK.  A
 CN1854'STATE SURVEY STANDARD DISK, STAMPED 155-6 AND SET IN THE TOP OF A
 CN1854'CONCRETE POST.  SEARCHED FOR BUT NOT RECOVERED IN APRIL 1943.  NOTE--
 CN1854'ABOUT 1 MAN-HOUR WAS SPENT IN SEARCHING FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1858 ***********************************************************************
 CN1858  DESIGNATION -  155 8
 CN1858  PID         -  CN1858
 CN1858  STATE/COUNTY-  AL/PERRY
 CN1858  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN1858
 CN1858                         *CURRENT SURVEY CONTROL
 CN1858  ___________________________________________________________________
 CN1858* NAD 83(1986)-  32 26 30.     (N)    087 26 42.     (W)     SCALED    
 CN1858* NAVD 88     -        59.162  (meters)     194.10   (feet)  ADJUSTED  
 CN1858  ___________________________________________________________________
 CN1858  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CN1858  DYNAMIC HT  -          59.094 (meters)     193.88  (feet)  COMP
 CN1858  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CN1858
 CN1858  VERT ORDER  -  SECOND    CLASS 0
 CN1858
 CN1858.The horizontal coordinates were scaled from a topographic map and have
 CN1858.an estimated accuracy of +/- 6 seconds.
 CN1858
 CN1858.The orthometric height was determined by differential leveling
 CN1858.and adjusted by the National Geodetic Survey in June 1991..
 CN1858
 CN1858.The geoid height was determined by GEOID03.
 CN1858
 CN1858.The dynamic height is computed by dividing the NAVD 88
 CN1858.geopotential number by the normal gravity value computed on the
 CN1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1858.degrees latitude (g = 980.6199 gals.).
 CN1858
 CN1858.The modeled gravity was interpolated from observed gravity values.
 CN1858
 CN1858;                    North         East    Units  Estimated Accuracy
 CN1858;SPC AL W     -   270,700.      605,170.      MT  (+/- 180 meters Scaled)
 CN1858
 CN1858                          SUPERSEDED SURVEY CONTROL
 CN1858
 CN1858  NGVD 29 (??/??/92)   59.15   (m)          194.1    (f) COMPUTED    2 0
 CN1858
 CN1858.Superseded values are not recommended for survey control.
 CN1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1858.See file dsdata.txt to determine how the superseded data were derived.
 CN1858
 CN1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA581894(NAD 83)
 CN1858_MARKER: DD = SURVEY DISK
 CN1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1858_STAMPING: 155-8
 CN1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1858+STABILITY: SURFACE MOTION
 CN1858
 CN1858  HISTORY     - Date     Condition        Report By
 CN1858  HISTORY     - UNK      MONUMENTED       ALGS
 CN1858  HISTORY     - 1968     MARK NOT FOUND   NGS
 CN1858
 CN1858                          STATION DESCRIPTION
 CN1858
 CN1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN1858'3.8 MI E FROM UNIONTOWN.
 CN1858'3.8 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1858'UNIONTOWN, PERRY COUNTY, AND 50 FEET NORTH OF THE CENTER LINE OF THE
 CN1858'TRACK.  A STATE SURVEY STANDARD DISK, STAMPED 155-8 AND SET IN THE TOP
 CN1858'OF A CONCRETE POST.  NOTE-- ABOUT 1 MAN-HOUR WAS SPENT IN SEARCHING
 CN1858'FOR THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0391 ***********************************************************************
 CO0391  DESIGNATION -  158
 CO0391  PID         -  CO0391
 CO0391  STATE/COUNTY-  AL/CHOCTAW
 CO0391  USGS QUAD   -  LAND (1974)
 CO0391
 CO0391                         *CURRENT SURVEY CONTROL
 CO0391  ___________________________________________________________________
 CO0391* NAD 83(1986)-  32 05 18.     (N)    088 15 14.     (W)     SCALED    
 CO0391* NAVD 88     -        47.687  (meters)     156.45   (feet)  ADJUSTED  
 CO0391  ___________________________________________________________________
 CO0391  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CO0391  DYNAMIC HT  -          47.632 (meters)     156.27  (feet)  COMP
 CO0391  MODELED GRAV-     979,482.2   (mgal)                       NAVD 88
 CO0391
 CO0391  VERT ORDER  -  SECOND    CLASS 0
 CO0391
 CO0391.The horizontal coordinates were scaled from a topographic map and have
 CO0391.an estimated accuracy of +/- 6 seconds.
 CO0391
 CO0391.The orthometric height was determined by differential leveling
 CO0391.and adjusted by the National Geodetic Survey in June 1991..
 CO0391
 CO0391.The geoid height was determined by GEOID03.
 CO0391
 CO0391.The dynamic height is computed by dividing the NAVD 88
 CO0391.geopotential number by the normal gravity value computed on the
 CO0391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0391.degrees latitude (g = 980.6199 gals.).
 CO0391
 CO0391.The modeled gravity was interpolated from observed gravity values.
 CO0391
 CO0391;                    North         East    Units  Estimated Accuracy
 CO0391;SPC AL W     -   231,770.      528,840.      MT  (+/- 180 meters Scaled)
 CO0391
 CO0391                          SUPERSEDED SURVEY CONTROL
 CO0391
 CO0391  NGVD 29 (??/??/92)   47.673  (m)          156.41   (f) ADJ UNCH    2 0
 CO0391
 CO0391.Superseded values are not recommended for survey control.
 CO0391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0391.See file dsdata.txt to determine how the superseded data were derived.
 CO0391
 CO0391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA816509(NAD 83)
 CO0391_MARKER: B = BOLT
 CO0391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0391+STABILITY: SURFACE MOTION
 CO0391
 CO0391  HISTORY     - Date     Condition        Report By
 CO0391  HISTORY     - UNK      MONUMENTED       ALHD
 CO0391  HISTORY     - 1935     GOOD             NGS
 CO0391
 CO0391                          STATION DESCRIPTION
 CO0391
 CO0391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0391'2.1 MI W FROM BUTLER.
 CO0391'2.1 MILES WEST OF COURTHOUSE AT BUTLER 30 FEET SOUTH OF CENTERLINE OF
 CO0391'STATE HIGHWAY 10, 20 FEET EAST OF POWER LINE POLE NO. 66 WHICH IS AT
 CO0391'THE TOP OF A HILL.  TOP OF BOLT IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0698 ***********************************************************************
 EF0698  DESIGNATION -  158
 EF0698  PID         -  EF0698
 EF0698  STATE/COUNTY-  AL/MORGAN
 EF0698  USGS QUAD   -  TRIANA (1982)
 EF0698
 EF0698                         *CURRENT SURVEY CONTROL
 EF0698  ___________________________________________________________________
 EF0698* NAD 83(1986)-  34 34 02.     (N)    086 40 35.     (W)     SCALED    
 EF0698* NAVD 88     -       170.926  (meters)     560.78   (feet)  ADJUSTED  
 EF0698  ___________________________________________________________________
 EF0698  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EF0698  DYNAMIC HT  -         170.753 (meters)     560.21  (feet)  COMP
 EF0698  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 EF0698
 EF0698  VERT ORDER  -  FIRST     CLASS II
 EF0698
 EF0698.The horizontal coordinates were scaled from a topographic map and have
 EF0698.an estimated accuracy of +/- 6 seconds.
 EF0698
 EF0698.The orthometric height was determined by differential leveling
 EF0698.and adjusted by the National Geodetic Survey in June 1991..
 EF0698
 EF0698.The geoid height was determined by GEOID03.
 EF0698
 EF0698.The dynamic height is computed by dividing the NAVD 88
 EF0698.geopotential number by the normal gravity value computed on the
 EF0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0698.degrees latitude (g = 980.6199 gals.).
 EF0698
 EF0698.The modeled gravity was interpolated from observed gravity values.
 EF0698
 EF0698;                    North         East    Units  Estimated Accuracy
 EF0698;SPC AL W     -   506,740.      675,580.      MT  (+/- 180 meters Scaled)
 EF0698
 EF0698                          SUPERSEDED SURVEY CONTROL
 EF0698
 EF0698  NGVD 29 (??/??/92)  170.891  (m)          560.66   (f) ADJ UNCH    1 2
 EF0698
 EF0698.Superseded values are not recommended for survey control.
 EF0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0698.See file dsdata.txt to determine how the superseded data were derived.
 EF0698
 EF0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED296250(NAD 83)
 EF0698_MARKER: X = CHISELED CROSS
 EF0698_SETTING: 66 = SET IN ROCK OUTCROP
 EF0698_SP_SET: ROCK BLUFF
 EF0698_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0698+STABILITY: POSITION/ELEVATION WELL
 EF0698
 EF0698  HISTORY     - Date     Condition        Report By
 EF0698  HISTORY     - UNK      MONUMENTED       USE
 EF0698  HISTORY     - 1933     GOOD             NGS
 EF0698  HISTORY     - 1948     MARK NOT FOUND   TVA
 EF0698
 EF0698                          STATION DESCRIPTION
 EF0698
 EF0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0698'20 MI SE FROM DECATUR.
 EF0698'LOCATED ALONG THE LEFT BANK OF THE TENNESSEE RIVER AT THE LOWER END OF
 EF0698'LEWIS BLUFF AND 100 FT. UP STREAM FROM LEWIS LANDING.
 EF0698
 EF0698                          STATION RECOVERY (1948)
 EF0698
 EF0698'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1948
 EF0698'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1997 ***********************************************************************
 BU1997  DESIGNATION -  16 1
 BU1997  PID         -  BU1997
 BU1997  STATE/COUNTY-  AL/COFFEE
 BU1997  USGS QUAD   -  OPP EAST (1986)
 BU1997
 BU1997                         *CURRENT SURVEY CONTROL
 BU1997  ___________________________________________________________________
 BU1997* NAD 83(1992)-  31 17 00.08079(N)    086 11 22.43356(W)     ADJUSTED  
 BU1997* NAVD 88     -        99.5    (meters)     326.     (feet)  GPS OBS   
 BU1997  ___________________________________________________________________
 BU1997  X           -     362,569.019 (meters)                     COMP
 BU1997  Y           -  -5,443,745.516 (meters)                     COMP
 BU1997  Z           -   3,292,820.076 (meters)                     COMP
 BU1997  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BU1997  ELLIP HEIGHT-          72.69  (meters)          (07/29/02) GPS OBS
 BU1997  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BU1997
 BU1997  HORZ ORDER  -  FIRST
 BU1997  ELLP ORDER  -  FOURTH    CLASS I
 BU1997
 BU1997.The horizontal coordinates were established by GPS observations
 BU1997.and adjusted by the National Geodetic Survey in December 1992..
 BU1997
 BU1997.The orthometric height was determined by GPS observations and a
 BU1997.high-resolution geoid model.
 BU1997
 BU1997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU1997
 BU1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1997
 BU1997.The ellipsoidal height was determined by GPS observations
 BU1997.and is referenced to NAD 83.
 BU1997
 BU1997.The geoid height was determined by GEOID03.
 BU1997
 BU1997;                    North         East     Units Scale Factor Converg.
 BU1997;SPC AL E     -    86,900.066   166,080.639   MT  0.99997419   -0 11 05.9
 BU1997;UTM  16      - 3,461,288.870   577,140.524   MT  0.99967340   +0 25 15.1
 BU1997
 BU1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1997!SPC AL E     -   0.99998859  x   0.99997419  =   0.99996278
 BU1997!UTM  16      -   0.99998859  x   0.99967340  =   0.99966199
 BU1997
 BU1997:                Primary Azimuth Mark                     Grid Az
 BU1997:SPC AL E     -  20 32                                    273 04 14.3
 BU1997:UTM  16      -  20 32                                    272 27 53.3
 BU1997
 BU1997|---------------------------------------------------------------------|
 BU1997| PID    Reference Object                     Distance      Geod. Az  |
 BU1997|                                                           dddmmss.s |
 BU1997| BU2178 20 32                               APPROX. 0.5 KM 2725308.4 |
 BU1997|---------------------------------------------------------------------|
 BU1997
 BU1997                          SUPERSEDED SURVEY CONTROL
 BU1997
 BU1997  ELLIP H (12/04/92)   72.73   (m)                       GP(       ) 4 1
 BU1997  NAD 83(1986)-  31 17 00.09502(N)    086 11 22.43660(W) AD(       ) 1
 BU1997  NAD 83(1986)-  31 17 00.09486(N)    086 11 22.43632(W) AD(       ) 1
 BU1997  NGVD 29 (12/04/92)   99.5    (m)          326.     (f) GPS OBS        
 BU1997
 BU1997.Superseded values are not recommended for survey control.
 BU1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1997.See file dsdata.txt to determine how the superseded data were derived.
 BU1997
 BU1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7714161289(NAD 83)
 BU1997_MARKER: DD = SURVEY DISK
 BU1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1997_SP_SET: CONCRETE POST
 BU1997_STAMPING: 16-1 1989
 BU1997_MARK LOGO: ALHD  
 BU1997_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BU1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1997+STABILITY: SURFACE MOTION
 BU1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1997+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1993
 BU1997
 BU1997  HISTORY     - Date     Condition        Report By
 BU1997  HISTORY     - 1989     MONUMENTED       ALHD
 BU1997  HISTORY     - 19930409 GOOD             ALHD
 BU1997
 BU1997                          STATION DESCRIPTION
 BU1997
 BU1997'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU1997'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF ALABAMA HIGHWAY
 BU1997'134 ABOUT 6.36 KM (3.95 MI) EAST OF OPP AND ABOUT 18.51 KM (11.50 MI)
 BU1997'SOUTH-SOUTHWEST OF ELBA.
 BU1997'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAYS 84,
 BU1997'331, AND ALABAMA HIGHWAY 134 IN OPP, DRIVE EAST ON ALABAMA 134 FOR
 BU1997'6.36 KM (3.95 MI) TO MILE POST 3.95 AND THE STATION ON THE RIGHT ABOUT
 BU1997'0.48 KM (0.30 MI) EAST OF THE COFFEE-COVINGTON COUNTY LINE.
 BU1997'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 12.62 M (41.4 FT)
 BU1997'SOUTH OF THE CENTER LINE OF ALABAMA 134, 0.85 M (2.8 FT) NORTH OF A 6
 BU1997'STRAND BARBED WIRE FENCE WITH AN ELECTRIC STRAND ON THE TOP AND ON
 BU1997'METAL POSTS, 24.84 M (81.5 FT) EAST OF A 12-INCH WOOD CORNER POST AT A
 BU1997'LEAVING COFFEE SOIL CONSERVATION DISTRICT SIGN, 25.60 M (84.0 FT)
 BU1997'EAST-NORTHEAST OF A JUNCTION POWER POLE, AND 0.62 M (2.0 FT) NORTH OF
 BU1997'A CARSONITE WITNESS POST.
 BU1997'STATION 20-9 CAN BE USED AS AN AZIMUTH.
 BU1997
 BU1997                          STATION RECOVERY (1993)
 BU1997
 BU1997'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU1997'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF ALABAMA HIGHWAY
 BU1997'134 ABOUT 6.36 KM (3.95 MI) EAST OF OPP AND ABOUT 18.51 KM
 BU1997'(11.50 MI) SOUTH-SOUTHWEST OF ELBA.
 BU1997'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAYS 84,
 BU1997'331, AND ALABAMA HIGHWAY 134 IN OPP, DRIVE EAST ON ALABAMA 134 FOR
 BU1997'6.36 KM (3.95 MI) TO MILE POST 3.95 AND THE STATION ON THE RIGHT
 BU1997'ABOUT 0.48 KM (0.30 MI) EAST OF THE COFFEE-COVINGTON COUNTY LINE.
 BU1997'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 12.62 M (41.40 FT)
 BU1997'SOUTH OF THE CENTER LINE OF ALABAMA 134, 0.85 M (2.79 FT) NORTH OF A 6
 BU1997'STRAND BARBED WIRE FENCE WITH AN ELECTRIC STRAND ON THE TOP AND ON
 BU1997'METAL POSTS, 24.84 M (81.50 FT) EAST OF A 12-INCH WOOD CORNER POST AT
 BU1997'A LEAVING COFFEE SOIL CONSERVATION DISTRICT SIGN, 25.60 M (83.99 FT)
 BU1997'EAST-NORTHEAST OF A JUNCTION POWER POLE, AND 0.62 M (2.03 FT) NORTH OF
 BU1997'A CARSONITE WITNESS POST.
 BU1997'STATION 20-9 CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2442 ***********************************************************************
 BT2442  DESIGNATION -  16 10
 BT2442  PID         -  BT2442
 BT2442  STATE/COUNTY-  AL/COFFEE
 BT2442  USGS QUAD   -  BRUNDIDGE SE (1981)
 BT2442
 BT2442                         *CURRENT SURVEY CONTROL
 BT2442  ___________________________________________________________________
 BT2442* NAD 83(1992)-  31 33 06.42775(N)    085 52 21.79235(W)     ADJUSTED  
 BT2442* NAVD 88     -       107.3    (meters)     352.     (feet)  GPS OBS   
 BT2442  ___________________________________________________________________
 BT2442  X           -     391,551.040 (meters)                     COMP
 BT2442  Y           -  -5,426,190.018 (meters)                     COMP
 BT2442  Z           -   3,318,223.809 (meters)                     COMP
 BT2442  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 BT2442  ELLIP HEIGHT-          80.98  (meters)          (07/29/02) GPS OBS
 BT2442  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BT2442
 BT2442  HORZ ORDER  -  FIRST
 BT2442  ELLP ORDER  -  FOURTH    CLASS I
 BT2442
 BT2442.The horizontal coordinates were established by GPS observations
 BT2442.and adjusted by the National Geodetic Survey in March 1994..
 BT2442
 BT2442.The orthometric height was determined by GPS observations and a
 BT2442.high-resolution geoid model.
 BT2442
 BT2442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2442
 BT2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2442
 BT2442.The ellipsoidal height was determined by GPS observations
 BT2442.and is referenced to NAD 83.
 BT2442
 BT2442.The geoid height was determined by GEOID03.
 BT2442
 BT2442;                    North         East     Units Scale Factor Converg.
 BT2442;SPC AL E     -   116,607.385   196,260.379   MT  0.99996017   -0 01 14.2
 BT2442;UTM  16      - 3,491,307.062   606,995.470   MT  0.99974120   +0 35 23.7
 BT2442
 BT2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2442!SPC AL E     -   0.99998728  x   0.99996017  =   0.99994745
 BT2442!UTM  16      -   0.99998728  x   0.99974120  =   0.99972849
 BT2442
 BT2442                          SUPERSEDED SURVEY CONTROL
 BT2442
 BT2442  ELLIP H (03/24/94)   80.99   (m)                       GP(       ) 4 1
 BT2442  NGVD 29 (05/23/94)  107.4    (m)          352.     (f) GPS OBS        
 BT2442
 BT2442.Superseded values are not recommended for survey control.
 BT2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2442.See file dsdata.txt to determine how the superseded data were derived.
 BT2442
 BT2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0699591307(NAD 83)
 BT2442_MARKER: DD = SURVEY DISK
 BT2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2442_SP_SET: CONCRETE POST
 BT2442_STAMPING: 16-10 1993
 BT2442_MARK LOGO: ALHD  
 BT2442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2442+STABILITY: SURFACE MOTION
 BT2442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2442+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2442
 BT2442  HISTORY     - Date     Condition        Report By
 BT2442  HISTORY     - 1993     MONUMENTED       ALHD
 BT2442
 BT2442                          STATION DESCRIPTION
 BT2442
 BT2442'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2442'THE STATION IS LOCATED IN COFFEE COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2442'COFFEE COUNTY ROAD NO. 72, ABOUT 11.75 MI (18.91 KM) NORTH-NORTHEAST
 BT2442'OF NEW BROCKTON AND ABOUT 14.70 MI (23.66 KM) NORTHEAST OF ELBA.
 BT2442'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 167 (MILE
 BT2442'POST 27.35 ON ALA 167 AND MILE POST 182.10 ON U.S. 82) IN ENTERPRISE,
 BT2442'DRIVE NORTH ON ALA 167 FOR 15.00 MI (24.14 KM) TO MILE POST 42.35 AND
 BT2442'ALA 125 LEFT AND RIGHT (MILE POST 13.65 ON ALA 125), TURN RIGHT ON
 BT2442'ALA 125 AND DRIVE NORTHEAST FOR 0.90 MI (1.45 KM) TO MILE POST 14.55
 BT2442'AND COFFEE COUNTY ROAD NO. 72 ON THE RIGHT, TURN RIGHT ON COFFEE
 BT2442'COUNTY ROAD NO. 72 AND DRIVE EAST FOR 2.30 MI (3.70 KM) TO THE
 BT2442'STATION ON THE RIGHT.
 BT2442'THE STATION IS 3.1 FT (0.9 M) NORTH-NORTHWEST OF A THREE STRAND BARBED
 BT2442'WIRE FENCE ON TREATED WOOD POSTS, 27.8 FT (8.5 M) SOUTH-SOUTHEAST OF
 BT2442'THE CENTERLINE OF COFFEE COUNTY ROAD NO. 72, 91.5 FT (27.9 M)
 BT2442'EAST-NORTHEAST OF A POWER POLE IN A FIELD, 103.2 FT (31.5 M) WEST OF A
 BT2442'POWER POLE WITH THREE TRANSFORMERS, 112.4 FT (34.3 M) WEST OF
 BT2442'TELEPHONE CABLE PEDESTAL NO. 86, 115.2 FT (35.1 M) WEST OF THE
 BT2442'NORTHWEST CORNER OF A FIVE-FOOT CHAIN LINK FENCE AROUND A WHITE
 BT2442'CONCRETE BLOCK PUMP STATION AND WELL, 3.0 FT (0.9 M) NORTH OF A
 BT2442'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2442'STATION 16-9 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2142 ***********************************************************************
 BU2142  DESIGNATION -  16 17
 BU2142  PID         -  BU2142
 BU2142  STATE/COUNTY-  AL/COFFEE
 BU2142  USGS QUAD   -  BLUFF SPRINGS (1979)
 BU2142
 BU2142                         *CURRENT SURVEY CONTROL
 BU2142  ___________________________________________________________________
 BU2142* NAD 83(1992)-  31 34 21.12094(N)    086 04 02.74818(W)     ADJUSTED  
 BU2142* NAVD 88     -       115.3    (meters)     378.     (feet)  GPS OBS   
 BU2142  ___________________________________________________________________
 BU2142  X           -     373,026.703 (meters)                     COMP
 BU2142  Y           -  -5,426,294.600 (meters)                     COMP
 BU2142  Z           -   3,320,188.140 (meters)                     COMP
 BU2142  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 BU2142  ELLIP HEIGHT-          88.78  (meters)          (07/29/02) GPS OBS
 BU2142  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BU2142
 BU2142  HORZ ORDER  -  FIRST
 BU2142  ELLP ORDER  -  FOURTH    CLASS I
 BU2142
 BU2142.The horizontal coordinates were established by GPS observations
 BU2142.and adjusted by the National Geodetic Survey in March 1994..
 BU2142
 BU2142.The orthometric height was determined by GPS observations and a
 BU2142.high-resolution geoid model.
 BU2142
 BU2142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2142
 BU2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2142
 BU2142.The ellipsoidal height was determined by GPS observations
 BU2142.and is referenced to NAD 83.
 BU2142
 BU2142.The geoid height was determined by GEOID03.
 BU2142
 BU2142;                    North         East     Units Scale Factor Converg.
 BU2142;SPC AL E     -   118,930.922   177,778.316   MT  0.99996609   -0 07 21.2
 BU2142;UTM  16      - 3,493,432.955   588,494.211   MT  0.99969659   +0 29 17.9
 BU2142
 BU2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2142!SPC AL E     -   0.99998606  x   0.99996609  =   0.99995215
 BU2142!UTM  16      -   0.99998606  x   0.99969659  =   0.99968265
 BU2142
 BU2142                          SUPERSEDED SURVEY CONTROL
 BU2142
 BU2142  ELLIP H (03/24/94)   88.80   (m)                       GP(       ) 4 1
 BU2142  NGVD 29 (05/23/94)  115.3    (m)          378.     (f) GPS OBS        
 BU2142
 BU2142.Superseded values are not recommended for survey control.
 BU2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2142.See file dsdata.txt to determine how the superseded data were derived.
 BU2142
 BU2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8849493433(NAD 83)
 BU2142_MARKER: DD = SURVEY DISK
 BU2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2142_SP_SET: CONCRETE POST
 BU2142_STAMPING: 16-17 1993
 BU2142_MARK LOGO: ALHD  
 BU2142_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2142+STABILITY: SURFACE MOTION
 BU2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2142+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2142
 BU2142  HISTORY     - Date     Condition        Report By
 BU2142  HISTORY     - 1993     MONUMENTED       ALHD
 BU2142
 BU2142                          STATION DESCRIPTION
 BU2142
 BU2142'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2142'THE STATION IS LOCATED IN COFFEE COUNTY ON THE NORTHEAST RIGHT OF WAY
 BU2142'OF COFFEE COUNTY ROAD NO. 23, ABOUT 10.90 MI (17.54 KM) NORTH OF ELBA
 BU2142'AND ABOUT 15.10 MI (24.30 KM) NORTH-NORTHWEST OF NEW BROCKTON.
 BU2142'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84, ALA 87, AND ALA 189
 BU2142'(MILE POST 33.40 ON ALA 87 AND MILE POST 167.65 ON U.S. 84) AT A
 BU2142'TRAFFIC LIGHT IN ELBA, DRIVE NORTH ON ALA 87 AND ALA 189 FOR 0.25 MI
 BU2142'(0.40 KM) TO MILE POST 33.65 AND A Y-INTERSECTION WITH ALA 189 ON THE
 BU2142'LEFT AND ALA 87 ON THE RIGHT, BEAR RIGHT ON ALA 87 AND DRIVE NORTH
 BU2142'AND NORTHEAST FOR 8.85 MI (14.24 KM) TO MILE POST 42.50 AND COFFEE
 BU2142'COUNTY ROAD NO. 60 ON THE LEFT, TURN LEFT ON COFFEE COUNTY ROAD NO.
 BU2142'60 AND DRIVE NORTHWEST FOR 2.10 MI (3.38 KM) TO A Y-INTERSECTION WITH
 BU2142'COFFEE COUNTY ROAD NO. 60 ON THE LEFT AND COFFEE COUNTY ROAD NO. 23
 BU2142'ON THE RIGHT, BEAR RIGHT ON COFFEE COUNTY ROAD NO. 23 AND DRIVE
 BU2142'NORTHWEST FOR 2.05 MI (3.30 KM) TO A Y-INTERSECTION WITH COFFEE
 BU2142'COUNTY ROAD NO. 23 ON THE LEFT AND COFFEE COUNTY ROAD NO. 35 ON THE
 BU2142'RIGHT, BEAR LEFT ON COFFEE COUNTY ROAD NO. 23 AND DRIVE NORTHWEST FOR
 BU2142'0.10 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 BU2142'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A FIVE STRAND BARBED WIRE
 BU2142'FENCE ON RED TOP, WHITE STEEL POSTS, 34.0 FT (10.4 M) NORTHEAST OF
 BU2142'THE CENTERLINE OF COFFEE COUNTY ROAD NO. 23, 3.0 FT (0.9 M) SOUTHWEST
 BU2142'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2142'STATION 16-18 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2143 ***********************************************************************
 BU2143  DESIGNATION -  16 18
 BU2143  PID         -  BU2143
 BU2143  STATE/COUNTY-  AL/COFFEE
 BU2143  USGS QUAD   -  BLUFF SPRINGS (1979)
 BU2143
 BU2143                         *CURRENT SURVEY CONTROL
 BU2143  ___________________________________________________________________
 BU2143* NAD 83(1992)-  31 34 39.56628(N)    086 03 46.94707(W)     ADJUSTED  
 BU2143* NAVD 88     -       103.1    (meters)     338.     (feet)  GPS OBS   
 BU2143  ___________________________________________________________________
 BU2143  X           -     373,421.250 (meters)                     COMP
 BU2143  Y           -  -5,425,958.864 (meters)                     COMP
 BU2143  Z           -   3,320,665.765 (meters)                     COMP
 BU2143  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 BU2143  ELLIP HEIGHT-          76.58  (meters)          (07/29/02) GPS OBS
 BU2143  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BU2143
 BU2143  HORZ ORDER  -  FIRST
 BU2143  ELLP ORDER  -  FOURTH    CLASS I
 BU2143
 BU2143.The horizontal coordinates were established by GPS observations
 BU2143.and adjusted by the National Geodetic Survey in March 1994..
 BU2143
 BU2143.The orthometric height was determined by GPS observations and a
 BU2143.high-resolution geoid model.
 BU2143
 BU2143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2143
 BU2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2143
 BU2143.The ellipsoidal height was determined by GPS observations
 BU2143.and is referenced to NAD 83.
 BU2143
 BU2143.The geoid height was determined by GEOID03.
 BU2143
 BU2143;                    North         East     Units Scale Factor Converg.
 BU2143;SPC AL E     -   119,498.132   178,196.155   MT  0.99996586   -0 07 13.0
 BU2143;UTM  16      - 3,494,004.434   588,905.868   MT  0.99969749   +0 29 26.4
 BU2143
 BU2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2143!SPC AL E     -   0.99998798  x   0.99996586  =   0.99995384
 BU2143!UTM  16      -   0.99998798  x   0.99969749  =   0.99968547
 BU2143
 BU2143                          SUPERSEDED SURVEY CONTROL
 BU2143
 BU2143  ELLIP H (03/24/94)   76.61   (m)                       GP(       ) 4 1
 BU2143  NGVD 29 (05/23/94)  103.2    (m)          339.     (f) GPS OBS        
 BU2143
 BU2143.Superseded values are not recommended for survey control.
 BU2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2143.See file dsdata.txt to determine how the superseded data were derived.
 BU2143
 BU2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8890694004(NAD 83)
 BU2143_MARKER: DD = SURVEY DISK
 BU2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2143_SP_SET: CONCRETE POST
 BU2143_STAMPING: 16-18 1993
 BU2143_MARK LOGO: ALHD  
 BU2143_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2143+STABILITY: SURFACE MOTION
 BU2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2143+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2143
 BU2143  HISTORY     - Date     Condition        Report By
 BU2143  HISTORY     - 1993     MONUMENTED       ALHD
 BU2143
 BU2143                          STATION DESCRIPTION
 BU2143
 BU2143'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2143'THE STATION IS LOCATED IN COFFEE COUNTY ON THE WEST RIGHT OF WAY OF
 BU2143'COFFEE COUNTY ROAD NO. 35, ABOUT 11.20 MI (18.02 KM) NORTH OF ELBA
 BU2143'AND ABOUT 15.30 MI (24.62 KM) NORTH-NORTHWEST OF NEW BROCKTON.
 BU2143'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84, ALA 87, AND ALA 189
 BU2143'(MILE POST 33.40 ON ALA 87 AND MILE POST 167.65 ON U.S. 84) AT A
 BU2143'TRAFFIC LIGHT IN ELBA, DRIVE NORTH ON ALA 87 AND ALA 189 FOR 0.25 MI
 BU2143'(0.40 KM) TO MILE POST 33.65 AND A Y-INTERSECTION WITH ALA 189 ON THE
 BU2143'LEFT AND ALA 87 ON THE RIGHT, BEAR RIGHT ON ALA 87 AND DRIVE NORTH
 BU2143'AND NORTHEAST FOR 8.85 MI (14.24 KM) TO MILE POST 42.50 AND COFFEE
 BU2143'COUNTY ROAD NO. 60 ON THE LEFT, TURN LEFT ON COFFEE COUNTY ROAD NO.
 BU2143'60 AND DRIVE NORTHWEST FOR 2.10 MI (3.38 KM) TO A Y-INTERSECTION WITH
 BU2143'COFFEE COUNTY ROAD NO. 60 ON THE LEFT AND COFFEE COUNTY ROAD NO. 23
 BU2143'ON THE RIGHT, BEAR RIGHT ON COFFEE COUNTY ROAD NO. 23 AND DRIVE
 BU2143'NORTHWEST FOR 2.05 MI (3.30 KM) TO A Y-INTERSECTION WITH COFFEE
 BU2143'COUNTY ROAD NO. 23 ON THE LEFT AND COFFEE COUNTY ROAD NO. 35 ON THE
 BU2143'RIGHT, BEAR RIGHT ON COFFEE COUNTY ROAD NO. 35 AND DRIVE NORTHEAST
 BU2143'FOR 0.50 MI (0.80 KM) TO THE STATION ON THE LEFT.
 BU2143'THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A FOUR STRAND BARBED
 BU2143'WIRE FENCE ON RED TOP STEEL POSTS, 34.4 FT (10.5 M) WEST-NORTHWEST OF
 BU2143'THE CENTERLINE OF COFFEE COUNTY ROAD NO. 35, 155.0 FT (47.2 M)
 BU2143'NORTH-NORTHEAST OF THE NORTH POST OF A STEEL PIPE GATE, 3.0 FT
 BU2143'(0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2143'GROUND.
 BU2143'STATION 16-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2144 ***********************************************************************
 BU2144  DESIGNATION -  16 19
 BU2144  PID         -  BU2144
 BU2144  STATE/COUNTY-  AL/COFFEE
 BU2144  USGS QUAD   -  ELBA (1983)
 BU2144
 BU2144                         *CURRENT SURVEY CONTROL
 BU2144  ___________________________________________________________________
 BU2144* NAD 83(1992)-  31 28 41.08286(N)    086 03 34.38186(W)     ADJUSTED  
 BU2144* NAVD 88     -        70.0    (meters)     230.     (feet)  GPS OBS   
 BU2144  ___________________________________________________________________
 BU2144  X           -     374,146.607 (meters)                     COMP
 BU2144  Y           -  -5,431,667.900 (meters)                     COMP
 BU2144  Z           -   3,311,237.034 (meters)                     COMP
 BU2144  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 BU2144  ELLIP HEIGHT-          43.45  (meters)          (07/29/02) GPS OBS
 BU2144  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BU2144
 BU2144  HORZ ORDER  -  FIRST
 BU2144  ELLP ORDER  -  FOURTH    CLASS I
 BU2144
 BU2144.The horizontal coordinates were established by GPS observations
 BU2144.and adjusted by the National Geodetic Survey in March 1994..
 BU2144
 BU2144.The orthometric height was determined by GPS observations and a
 BU2144.high-resolution geoid model.
 BU2144
 BU2144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2144
 BU2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2144
 BU2144.The ellipsoidal height was determined by GPS observations
 BU2144.and is referenced to NAD 83.
 BU2144
 BU2144.The geoid height was determined by GEOID03.
 BU2144
 BU2144;                    North         East     Units Scale Factor Converg.
 BU2144;SPC AL E     -   108,456.696   178,504.664   MT  0.99996570   -0 07 05.2
 BU2144;UTM  16      - 3,482,969.865   589,331.815   MT  0.99969843   +0 29 28.0
 BU2144
 BU2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2144!SPC AL E     -   0.99999318  x   0.99996570  =   0.99995888
 BU2144!UTM  16      -   0.99999318  x   0.99969843  =   0.99969161
 BU2144
 BU2144:                Primary Azimuth Mark                     Grid Az
 BU2144:SPC AL E     -  16 20                                    030 42 49.8
 BU2144:UTM  16      -  16 20                                    030 06 16.6
 BU2144
 BU2144|---------------------------------------------------------------------|
 BU2144| PID    Reference Object                     Distance      Geod. Az  |
 BU2144|                                                           dddmmss.s |
 BU2144| BU2145 16 20                               457.619 METERS 0303544.6 |
 BU2144|---------------------------------------------------------------------|
 BU2144
 BU2144                          SUPERSEDED SURVEY CONTROL
 BU2144
 BU2144  ELLIP H (03/24/94)   43.47   (m)                       GP(       ) 4 1
 BU2144  NGVD 29 (05/23/94)   70.0    (m)          230.     (f) GPS OBS        
 BU2144
 BU2144.Superseded values are not recommended for survey control.
 BU2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2144.See file dsdata.txt to determine how the superseded data were derived.
 BU2144
 BU2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8933282970(NAD 83)
 BU2144_MARKER: DD = SURVEY DISK
 BU2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2144_SP_SET: CONCRETE POST
 BU2144_STAMPING: 16-19 1993
 BU2144_MARK LOGO: ALHD  
 BU2144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2144+STABILITY: SURFACE MOTION
 BU2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2144+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2144
 BU2144  HISTORY     - Date     Condition        Report By
 BU2144  HISTORY     - 1993     MONUMENTED       ALHD
 BU2144
 BU2144                          STATION DESCRIPTION
 BU2144
 BU2144'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2144'THE STATION IS LOCATED IN COFFEE COUNTY ON THE EAST RIGHT OF WAY OF
 BU2144'ALA 87, ABOUT 4.40 MI (7.08 KM) NORTH OF ELBA AND ABOUT 9.80 MI
 BU2144'(15.77 KM) NORTHWEST OF NEW BROCKTON.
 BU2144'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84, ALA 87, AND ALA 189
 BU2144'(MILE POST 33.40 ON ALA 87 AND MILE POST 167.65 ON U.S. 84) AT A
 BU2144'TRAFFIC LIGHT IN ELBA, DRIVE NORTH ON ALA 87 AND ALA 189 FOR 0.25 MI
 BU2144'(0.40 KM) TO MILE POST 33.65 AND A Y-INTERSECTION WITH ALA 189 ON THE
 BU2144'LEFT AND ALA 87 ON THE RIGHT, BEAR RIGHT ON ALA 87 AND DRIVE NORTH
 BU2144'FOR 4.35 MI (7.00 KM) TO MILE POST 38.00 AND THE STATION ON THE
 BU2144'RIGHT.
 BU2144'THE STATION IS 2.8 FT (0.9 M) WEST-NORTHWEST OF A FIVE STRAND BARBED
 BU2144'WIRE FENCE ON TREATED WOOD POSTS, 27.4 FT (8.4 M) EAST-SOUTHEAST OF
 BU2144'MILE POST 38, 48.7 FT (14.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 BU2144'ALA 87, 96.3 FT (29.4 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL
 BU2144'NO. 57, 108.9 FT (33.2 M) SOUTHWEST OF THE EAST LEG OF A MR. AND MRS.
 BU2144'JIMMY DRISCOL ADOPT-A-MILE SIGN, 121.4 FT (37.0 M) SOUTH-SOUTHWEST OF
 BU2144'A POWER LINE GUY POLE, 2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS
 BU2144'POST, AND SET FLUSH WITH THE GROUND.
 BU2144'STATION 16-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2241 ***********************************************************************
 BT2241  DESIGNATION -  16 2
 BT2241  PID         -  BT2241
 BT2241  STATE/COUNTY-  AL/COFFEE
 BT2241  USGS QUAD   -  NEW BROCKTON (1990)
 BT2241
 BT2241                         *CURRENT SURVEY CONTROL
 BT2241  ___________________________________________________________________
 BT2241* NAD 83(1992)-  31 24 02.55734(N)    085 59 56.96394(W)     ADJUSTED  
 BT2241* NAVD 88     -       124.1    (meters)     407.     (feet)  GPS OBS   
 BT2241  ___________________________________________________________________
 BT2241  X           -     380,187.172 (meters)                     COMP
 BT2241  Y           -  -5,435,780.068 (meters)                     COMP
 BT2241  Z           -   3,303,946.141 (meters)                     COMP
 BT2241  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BT2241  ELLIP HEIGHT-          97.47  (meters)          (07/29/02) GPS OBS
 BT2241  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BT2241
 BT2241  HORZ ORDER  -  FIRST
 BT2241  ELLP ORDER  -  FOURTH    CLASS I
 BT2241
 BT2241.The horizontal coordinates were established by GPS observations
 BT2241.and adjusted by the National Geodetic Survey in December 1992..
 BT2241
 BT2241.The orthometric height was determined by GPS observations and a
 BT2241.high-resolution geoid model.
 BT2241
 BT2241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2241
 BT2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2241
 BT2241.The ellipsoidal height was determined by GPS observations
 BT2241.and is referenced to NAD 83.
 BT2241
 BT2241.The geoid height was determined by GEOID03.
 BT2241
 BT2241;                    North         East     Units Scale Factor Converg.
 BT2241;SPC AL E     -    99,868.413   184,230.396   MT  0.99996307   -0 05 11.0
 BT2241;UTM  16      - 3,474,445.092   595,146.934   MT  0.99971166   +0 31 17.4
 BT2241
 BT2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2241!SPC AL E     -   0.99998469  x   0.99996307  =   0.99994777
 BT2241!UTM  16      -   0.99998469  x   0.99971166  =   0.99969636
 BT2241
 BT2241:                Primary Azimuth Mark                     Grid Az
 BT2241:SPC AL E     -  SHILOW                                   067 13 44.8
 BT2241:UTM  16      -  SHILOW                                   066 37 16.4
 BT2241
 BT2241|---------------------------------------------------------------------|
 BT2241| PID    Reference Object                     Distance      Geod. Az  |
 BT2241|                                                           dddmmss.s |
 BT2241| BT2160 SHILOW                              439.808 METERS 0670833.8 |
 BT2241|---------------------------------------------------------------------|
 BT2241
 BT2241                          SUPERSEDED SURVEY CONTROL
 BT2241
 BT2241  ELLIP H (12/04/92)   97.51   (m)                       GP(       ) 4 1
 BT2241  NAD 83(1986)-  31 24 02.57129(N)    085 59 56.96579(W) AD(       ) 1
 BT2241  NGVD 29 (12/04/92)  124.1    (m)          407.     (f) GPS OBS        
 BT2241
 BT2241.Superseded values are not recommended for survey control.
 BT2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2241.See file dsdata.txt to determine how the superseded data were derived.
 BT2241
 BT2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9514774445(NAD 83)
 BT2241_MARKER: DD = SURVEY DISK
 BT2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2241_SP_SET: CONCRETE POST
 BT2241_STAMPING: 16-2 1989
 BT2241_MARK LOGO: ALHD  
 BT2241_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BT2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2241+STABILITY: SURFACE MOTION
 BT2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2241+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 BT2241
 BT2241  HISTORY     - Date     Condition        Report By
 BT2241  HISTORY     - 1989     MONUMENTED       ALHD
 BT2241  HISTORY     - 19910621 GOOD             ALHD
 BT2241
 BT2241                          STATION DESCRIPTION
 BT2241
 BT2241'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2241'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF UNITED STATES
 BT2241'HIGHWAY 84, BETWEEN HIGHWAY 84 AND AN ABANDONED RAILROAD BED, ABOUT
 BT2241'6.28 KM (3.90 MI) EAST OF ELBA AND ABOUT 6.92 KM (4.30 MI)
 BT2241'WEST-NORTHWEST OF NEW BROCKTON.
 BT2241'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 84 AND
 BT2241'ALABAMA HIGHWAY 87 SOUTH, ON THE EAST SIDE OF ELBA, DRIVE EAST ON
 BT2241'HIGHWAY 84 FOR 4.59 KM (2.85 MI) TO MILE POST 171.95 AND THE STATION
 BT2241'ON THE RIGHT.
 BT2241'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 22.10 M (72.5 FT)
 BT2241'SOUTH-SOUTHEAST OF THE CENTER LINE OF THREE LANE HIGHWAY 84, 19.05 M
 BT2241'(62.5 FT) SOUTH-SOUTHEAST OF THE CENTER LINE OF THE  EAST BOUND LANES
 BT2241'OF HIGHWAY 84, 9.14 M (30.0 FT) NORTH-NORTHWEST OF THE CENTER OF AN
 BT2241'ABANDONED RAILROAD BED, 38.71 M (127.0 FT) SOUTHEAST OF A COFFEE
 BT2241'COUNTY 105 SIGN ACROSS HIGHWAY 84, 15.54 M (51.0 FT) SOUTH-SOUTHEAST
 BT2241'OF THE SOUTH EDGE OF HIGHWAY 84, ABOUT 91.5 M (300.2 FT) WEST OF MILE
 BT2241'POST 172, AND 0.43 M (1.4 FT) NORTH-NORTHWEST OF A CARSONITE WITNESS
 BT2241'POST.
 BT2241'STATION SHILOW CAN BE USED AS AN AZIMUTH.
 BT2241
 BT2241                          STATION RECOVERY (1991)
 BT2241
 BT2241'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2241'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF UNITED STATES
 BT2241'HIGHWAY 84, BETWEEN HIGHWAY 84 AND AN ABANDONED RAILROAD BED, ABOUT
 BT2241'6.28 KM (3.90 MI) EAST OF ELBA AND ABOUT 6.92 KM (4.30 MI)
 BT2241'WEST-NORTHWEST OF NEW BROCKTON.
 BT2241'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 84 AND
 BT2241'ALABAMA HIGHWAY 87 SOUTH, ON THE EAST SIDE OF ELBA, DRIVE EAST ON
 BT2241'HIGHWAY 84 FOR 4.59 KM (2.85 MI) TO MILE POST 171.95 AND THE STATION
 BT2241'ON THE RIGHT.
 BT2241'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 22.10 M (72.51 FT)
 BT2241'SOUTH-SOUTHEAST OF THE CENTER LINE OF THREE LANE HIGHWAY 84, 19.05 M
 BT2241'(62.50 FT) SOUTH-SOUTHEAST OF THE CENTER LINE OF THE  EAST BOUND
 BT2241'LANES OF HIGHWAY 84, 9.14 M (29.99 FT) NORTH-NORTHWEST OF THE CENTER
 BT2241'OF AN ABANDONED RAILROAD BED, 38.71 M (127.00 FT) SOUTHEAST OF A
 BT2241'COFFEE COUNTY 105 SIGN ACROSS HIGHWAY 84, 15.54 M (50.98 FT)
 BT2241'SOUTH-SOUTHEAST OF THE SOUTH EDGE OF HIGHWAY 84, ABOUT 91.5 M
 BT2241'(300.2 FT) WEST OF MILE POST 172, AND 0.43 M (1.41 FT)
 BT2241'NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 BT2241'STATION SHILOW CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2145 ***********************************************************************
 BU2145  DESIGNATION -  16 20
 BU2145  PID         -  BU2145
 BU2145  STATE/COUNTY-  AL/COFFEE
 BU2145  USGS QUAD   -  ELBA (1983)
 BU2145
 BU2145                         *CURRENT SURVEY CONTROL
 BU2145  ___________________________________________________________________
 BU2145* NAD 83(1992)-  31 28 53.87230(N)    086 03 25.55745(W)     ADJUSTED  
 BU2145* NAVD 88     -        71.2    (meters)     234.     (feet)  GPS OBS   
 BU2145  ___________________________________________________________________
 BU2145  X           -     374,364.910 (meters)                     COMP
 BU2145  Y           -  -5,431,447.697 (meters)                     COMP
 BU2145  Z           -   3,311,573.596 (meters)                     COMP
 BU2145  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 BU2145  ELLIP HEIGHT-          44.65  (meters)          (07/29/02) GPS OBS
 BU2145  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BU2145
 BU2145  HORZ ORDER  -  FIRST
 BU2145  ELLP ORDER  -  FOURTH    CLASS I
 BU2145
 BU2145.The horizontal coordinates were established by GPS observations
 BU2145.and adjusted by the National Geodetic Survey in March 1994..
 BU2145
 BU2145.The orthometric height was determined by GPS observations and a
 BU2145.high-resolution geoid model.
 BU2145
 BU2145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2145
 BU2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2145
 BU2145.The ellipsoidal height was determined by GPS observations
 BU2145.and is referenced to NAD 83.
 BU2145
 BU2145.The geoid height was determined by GEOID03.
 BU2145
 BU2145;                    North         East     Units Scale Factor Converg.
 BU2145;SPC AL E     -   108,850.111   178,738.385   MT  0.99996557   -0 07 00.7
 BU2145;UTM  16      - 3,483,365.637   589,561.278   MT  0.99969893   +0 29 32.8
 BU2145
 BU2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2145!SPC AL E     -   0.99999299  x   0.99996557  =   0.99995856
 BU2145!UTM  16      -   0.99999299  x   0.99969893  =   0.99969192
 BU2145
 BU2145:                Primary Azimuth Mark                     Grid Az
 BU2145:SPC AL E     -  16 19                                    210 42 49.9
 BU2145:UTM  16      -  16 19                                    210 06 16.4
 BU2145
 BU2145|---------------------------------------------------------------------|
 BU2145| PID    Reference Object                     Distance      Geod. Az  |
 BU2145|                                                           dddmmss.s |
 BU2145| BU2144 16 19                               457.619 METERS 2103549.2 |
 BU2145|---------------------------------------------------------------------|
 BU2145
 BU2145                          SUPERSEDED SURVEY CONTROL
 BU2145
 BU2145  ELLIP H (03/24/94)   44.67   (m)                       GP(       ) 4 1
 BU2145  NGVD 29 (05/23/94)   71.2    (m)          234.     (f) GPS OBS        
 BU2145
 BU2145.Superseded values are not recommended for survey control.
 BU2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2145.See file dsdata.txt to determine how the superseded data were derived.
 BU2145
 BU2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8956183366(NAD 83)
 BU2145_MARKER: DD = SURVEY DISK
 BU2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2145_SP_SET: CONCRETE POST
 BU2145_STAMPING: 16-20 1993
 BU2145_MARK LOGO: ALHD  
 BU2145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2145+STABILITY: SURFACE MOTION
 BU2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2145+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2145
 BU2145  HISTORY     - Date     Condition        Report By
 BU2145  HISTORY     - 1993     MONUMENTED       ALHD
 BU2145
 BU2145                          STATION DESCRIPTION
 BU2145
 BU2145'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2145'THE STATION IS LOCATED IN COFFEE COUNTY ON THE WEST RIGHT OF WAY OF
 BU2145'ALA 87, ABOUT 4.70 MI (7.56 KM) NORTH OF ELBA AND ABOUT 9.95 MI
 BU2145'(16.01 KM) NORTHWEST OF NEW BROCKTON.
 BU2145'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84, ALA 87, AND ALA 189
 BU2145'(MILE POST 33.40 ON ALA 87 AND MILE POST 167.65 ON U.S. 84) AT A
 BU2145'TRAFFIC LIGHT IN ELBA, DRIVE NORTH ON ALA 87 AND ALA 189 FOR 0.25 MI
 BU2145'(0.40 KM) TO MILE POST 33.65 AND A Y-INTERSECTION WITH ALA 189 ON THE
 BU2145'LEFT AND ALA 87 ON THE RIGHT, BEAR RIGHT ON ALA 87 AND DRIVE NORTH
 BU2145'FOR 4.65 MI (7.48 KM) TO MILE POST 38.30 AND THE STATION ON THE LEFT.
 BU2145'THE STATION IS 2.8 FT (0.9 M) EAST-SOUTHEAST OF A FOUR STRAND BARBED
 BU2145'WIRE FENCE ON TREATED WOOD POSTS, 6.4 FT (2.0 M) EAST-NORTHEAST OF
 BU2145'THE NORTH ONE OF THREE CONNECTED WOOD POSTS IN THE FENCE LINE, 46.6
 BU2145'FT (14.2 M) WEST-NORTHWEST OF THE CENTERLINE OF ALA 87, 68.3 FT
 BU2145'(20.8 M) NORTH-NORTHEAST OF THE TOP OF THE NORTH END OF AN
 BU2145'EIGHTEEN-INCH CONCRETE PIPE UNDER A FIELD ROAD, 75.5 FT (23.0 M)
 BU2145'NORTH-NORTHEAST OF THE NORTH POST OF A METAL GATE, 109.8 FT (33.5 M)
 BU2145'SOUTH-SOUTHWEST OF A JUNCTION POWER POLE, 3.0 FT (0.9 M) SOUTHEAST OF
 BU2145'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2145'STATION 16-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2146 ***********************************************************************
 BU2146  DESIGNATION -  16 21
 BU2146  PID         -  BU2146
 BU2146  STATE/COUNTY-  AL/COFFEE
 BU2146  USGS QUAD   -  BULLOCK (1968)
 BU2146
 BU2146                         *CURRENT SURVEY CONTROL
 BU2146  ___________________________________________________________________
 BU2146* NAD 83(1992)-  31 31 06.62843(N)    086 07 35.30124(W)     ADJUSTED  
 BU2146* NAVD 88     -       100.5    (meters)     330.     (feet)  GPS OBS   
 BU2146  ___________________________________________________________________
 BU2146  X           -     367,645.646 (meters)                     COMP
 BU2146  Y           -  -5,429,790.365 (meters)                     COMP
 BU2146  Z           -   3,315,075.221 (meters)                     COMP
 BU2146  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 BU2146  ELLIP HEIGHT-          73.94  (meters)          (07/29/02) GPS OBS
 BU2146  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BU2146
 BU2146  HORZ ORDER  -  FIRST
 BU2146  ELLP ORDER  -  FOURTH    CLASS I
 BU2146
 BU2146.The horizontal coordinates were established by GPS observations
 BU2146.and adjusted by the National Geodetic Survey in March 1994..
 BU2146
 BU2146.The orthometric height was determined by GPS observations and a
 BU2146.high-resolution geoid model.
 BU2146
 BU2146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2146
 BU2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2146
 BU2146.The ellipsoidal height was determined by GPS observations
 BU2146.and is referenced to NAD 83.
 BU2146
 BU2146.The geoid height was determined by GEOID03.
 BU2146
 BU2146;                    North         East     Units Scale Factor Converg.
 BU2146;SPC AL E     -   112,954.319   172,157.638   MT  0.99996956   -0 09 11.7
 BU2146;UTM  16      - 3,487,398.484   582,939.063   MT  0.99968484   +0 27 24.1
 BU2146
 BU2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2146!SPC AL E     -   0.99998839  x   0.99996956  =   0.99995795
 BU2146!UTM  16      -   0.99998839  x   0.99968484  =   0.99967323
 BU2146
 BU2146:                Primary Azimuth Mark                     Grid Az
 BU2146:SPC AL E     -  16 22                                    356 25 23.8
 BU2146:UTM  16      -  16 22                                    355 48 48.0
 BU2146
 BU2146|---------------------------------------------------------------------|
 BU2146| PID    Reference Object                     Distance      Geod. Az  |
 BU2146|                                                           dddmmss.s |
 BU2146| BU2147 16 22                               406.208 METERS 3561612.1 |
 BU2146|---------------------------------------------------------------------|
 BU2146
 BU2146                          SUPERSEDED SURVEY CONTROL
 BU2146
 BU2146  ELLIP H (03/24/94)   73.96   (m)                       GP(       ) 4 1
 BU2146  NGVD 29 (05/23/94)  100.6    (m)          330.     (f) GPS OBS        
 BU2146
 BU2146.Superseded values are not recommended for survey control.
 BU2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2146.See file dsdata.txt to determine how the superseded data were derived.
 BU2146
 BU2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8293987398(NAD 83)
 BU2146_MARKER: DD = SURVEY DISK
 BU2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2146_SP_SET: CONCRETE POST
 BU2146_STAMPING: 16-21 1993
 BU2146_MARK LOGO: ALHD  
 BU2146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2146+STABILITY: SURFACE MOTION
 BU2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2146+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2146
 BU2146  HISTORY     - Date     Condition        Report By
 BU2146  HISTORY     - 1993     MONUMENTED       ALHD
 BU2146
 BU2146                          STATION DESCRIPTION
 BU2146
 BU2146'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2146'THE STATION IS LOCATED IN COFFEE COUNTY ON THE EAST RIGHT OF WAY OF
 BU2146'COFFEE COUNTY ROAD NO. 11, ABOUT 8.00 MI (12.87 KM) NORTH-NORTHWEST
 BU2146'OF ELBA AND ABOUT 14.65 MI (23.58 KM) NORTHWEST OF NEW BROCKTON.
 BU2146'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84, ALA 87, AND ALA 189
 BU2146'(MILE POST 33.40 ON ALA 87 AND MILE POST 167.65 ON U.S. 84) AT A
 BU2146'TRAFFIC LIGHT IN ELBA, DRIVE NORTH ON ALA 87 AND ALA 189 FOR 0.25 MI
 BU2146'(0.40 KM) TO MILE POST 33.65 AND A Y-INTERSECTION WITH ALA 189 ON THE
 BU2146'LEFT AND ALA 87 ON THE RIGHT (MILE POST 16.90 ON ALA 189), BEAR LEFT
 BU2146'ON ALA 189 AND DRIVE NORTHWEST FOR 7.15 MI (11.51 KM) TO MILE POST
 BU2146'24.05 AND COFFEE COUNTY ROAD NO. 11 LEFT AND RIGHT, TURN RIGHT ON
 BU2146'COFFEE COUNTY ROAD NO. 11 AND DRIVE NORTH FOR 1.65 MI (2.66 KM) TO
 BU2146'THE STATION ON THE RIGHT.
 BU2146'THE STATION IS LOCATED NEAR THE CREST OF AN EIGHT-FOOT BACKSLOPE, 42.4
 BU2146'FT (12.9 M) EAST OF THE CENTERLINE OF COFFEE COUNTY ROAD NO. 11, 96.8
 BU2146'FT (29.5 M) NORTH OF A POWER POLE AT THE SOUTHWEST CORNER OF A FIELD,
 BU2146'2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 BU2146'THE GROUND.
 BU2146'STATION 16-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2147 ***********************************************************************
 BU2147  DESIGNATION -  16 22
 BU2147  PID         -  BU2147
 BU2147  STATE/COUNTY-  AL/COFFEE
 BU2147  USGS QUAD   -  BULLOCK (1968)
 BU2147
 BU2147                         *CURRENT SURVEY CONTROL
 BU2147  ___________________________________________________________________
 BU2147* NAD 83(1992)-  31 31 19.78926(N)    086 07 36.30284(W)     ADJUSTED  
 BU2147* NAVD 88     -       104.5    (meters)     343.     (feet)  GPS OBS   
 BU2147  ___________________________________________________________________
 BU2147  X           -     367,605.191 (meters)                     COMP
 BU2147  Y           -  -5,429,584.058 (meters)                     COMP
 BU2147  Z           -   3,315,422.820 (meters)                     COMP
 BU2147  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 BU2147  ELLIP HEIGHT-          77.87  (meters)          (07/29/02) GPS OBS
 BU2147  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BU2147
 BU2147  HORZ ORDER  -  FIRST
 BU2147  ELLP ORDER  -  FOURTH    CLASS I
 BU2147
 BU2147.The horizontal coordinates were established by GPS observations
 BU2147.and adjusted by the National Geodetic Survey in March 1994..
 BU2147
 BU2147.The orthometric height was determined by GPS observations and a
 BU2147.high-resolution geoid model.
 BU2147
 BU2147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2147
 BU2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2147
 BU2147.The ellipsoidal height was determined by GPS observations
 BU2147.and is referenced to NAD 83.
 BU2147
 BU2147.The geoid height was determined by GEOID03.
 BU2147
 BU2147;                    North         East     Units Scale Factor Converg.
 BU2147;SPC AL E     -   113,359.723   172,132.297   MT  0.99996957   -0 09 12.3
 BU2147;UTM  16      - 3,487,803.481   582,909.416   MT  0.99968478   +0 27 23.7
 BU2147
 BU2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2147!SPC AL E     -   0.99998777  x   0.99996957  =   0.99995734
 BU2147!UTM  16      -   0.99998777  x   0.99968478  =   0.99967256
 BU2147
 BU2147:                Primary Azimuth Mark                     Grid Az
 BU2147:SPC AL E     -  16 21                                    176 25 23.9
 BU2147:UTM  16      -  16 21                                    175 48 47.9
 BU2147
 BU2147|---------------------------------------------------------------------|
 BU2147| PID    Reference Object                     Distance      Geod. Az  |
 BU2147|                                                           dddmmss.s |
 BU2147| BU2146 16 21                               406.208 METERS 1761611.6 |
 BU2147|---------------------------------------------------------------------|
 BU2147
 BU2147                          SUPERSEDED SURVEY CONTROL
 BU2147
 BU2147  ELLIP H (03/24/94)   77.90   (m)                       GP(       ) 4 1
 BU2147  NGVD 29 (05/23/94)  104.5    (m)          343.     (f) GPS OBS        
 BU2147
 BU2147.Superseded values are not recommended for survey control.
 BU2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2147.See file dsdata.txt to determine how the superseded data were derived.
 BU2147
 BU2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8290987803(NAD 83)
 BU2147_MARKER: DD = SURVEY DISK
 BU2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2147_SP_SET: CONCRETE POST
 BU2147_STAMPING: 16-22 1993
 BU2147_MARK LOGO: ALHD  
 BU2147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2147+STABILITY: SURFACE MOTION
 BU2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2147+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2147
 BU2147  HISTORY     - Date     Condition        Report By
 BU2147  HISTORY     - 1993     MONUMENTED       ALHD
 BU2147
 BU2147                          STATION DESCRIPTION
 BU2147
 BU2147'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2147'THE STATION IS LOCATED IN COFFEE COUNTY ON THE WEST RIGHT OF WAY OF
 BU2147'COFFEE COUNTY ROAD NO. 11, ABOUT 8.30 MI (13.36 KM) NORTH-NORTHWEST
 BU2147'OF ELBA AND ABOUT 14.90 MI (23.98 KM) NORTHWEST OF NEW BROCKTON.
 BU2147'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84, ALA 87, AND ALA 189
 BU2147'(MILE POST 33.40 ON ALA 87 AND MILE POST 167.65 ON U.S. 84) AT A
 BU2147'TRAFFIC LIGHT IN ELBA, DRIVE NORTH ON ALA 87 AND ALA 189 FOR 0.25 MI
 BU2147'(0.40 KM) TO MILE POST 33.65 AND A Y-INTERSECTION WITH ALA 189 ON THE
 BU2147'LEFT AND ALA 87 ON THE RIGHT (MILE POST 16.90 ON ALA 189), BEAR LEFT
 BU2147'ON ALA 189 AND DRIVE NORTHWEST FOR 7.15 MI (11.51 KM) TO MILE POST
 BU2147'24.05 AND COFFEE COUNTY ROAD NO. 11 LEFT AND RIGHT, TURN RIGHT ON
 BU2147'COFFEE COUNTY ROAD NO. 11 AND DRIVE NORTH FOR 1.90 MI (3.06 KM) TO
 BU2147'THE STATION ON THE LEFT.
 BU2147'THE STATION IS 34.0 FT (10.4 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 BU2147'COFFEE COUNTY ROAD NO. 11, 138.5 FT (42.2 M) NORTH OF AN ANGLE POWER
 BU2147'POLE WITH ONE GUY WIRE, 1.5 FT (0.5 M) EAST OF A CARSONITE WITNESS
 BU2147'POST, AND SET FLUSH WITH THE GROUND.
 BU2147'STATION 16-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2148 ***********************************************************************
 BU2148  DESIGNATION -  16 23
 BU2148  PID         -  BU2148
 BU2148  STATE/COUNTY-  AL/COFFEE
 BU2148  USGS QUAD   -  DANLEYS CROSSROADS (1981)
 BU2148
 BU2148                         *CURRENT SURVEY CONTROL
 BU2148  ___________________________________________________________________
 BU2148* NAD 83(1992)-  31 28 36.51686(N)    086 08 43.03909(W)     ADJUSTED  
 BU2148* NAVD 88     -       106.1    (meters)     348.     (feet)  GPS OBS   
 BU2148  ___________________________________________________________________
 BU2148  X           -     366,025.180 (meters)                     COMP
 BU2148  Y           -  -5,432,325.647 (meters)                     COMP
 BU2148  Z           -   3,311,135.926 (meters)                     COMP
 BU2148  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 BU2148  ELLIP HEIGHT-          79.51  (meters)          (07/29/02) GPS OBS
 BU2148  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BU2148
 BU2148  HORZ ORDER  -  FIRST
 BU2148  ELLP ORDER  -  FOURTH    CLASS I
 BU2148
 BU2148.The horizontal coordinates were established by GPS observations
 BU2148.and adjusted by the National Geodetic Survey in March 1994..
 BU2148
 BU2148.The orthometric height was determined by GPS observations and a
 BU2148.high-resolution geoid model.
 BU2148
 BU2148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2148
 BU2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2148
 BU2148.The ellipsoidal height was determined by GPS observations
 BU2148.and is referenced to NAD 83.
 BU2148
 BU2148.The geoid height was determined by GEOID03.
 BU2148
 BU2148;                    North         East     Units Scale Factor Converg.
 BU2148;SPC AL E     -   108,336.050   170,357.328   MT  0.99997083   -0 09 46.4
 BU2148;UTM  16      - 3,482,762.655   581,188.491   MT  0.99968130   +0 26 46.7
 BU2148
 BU2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2148!SPC AL E     -   0.99998751  x   0.99997083  =   0.99995835
 BU2148!UTM  16      -   0.99998751  x   0.99968130  =   0.99966882
 BU2148
 BU2148:                Primary Azimuth Mark                     Grid Az
 BU2148:SPC AL E     -  16 24                                    302 12 25.7
 BU2148:UTM  16      -  16 24                                    301 35 52.6
 BU2148
 BU2148|---------------------------------------------------------------------|
 BU2148| PID    Reference Object                     Distance      Geod. Az  |
 BU2148|                                                           dddmmss.s |
 BU2148| BU2149 16 24                               438.857 METERS 3020239.3 |
 BU2148|---------------------------------------------------------------------|
 BU2148
 BU2148                          SUPERSEDED SURVEY CONTROL
 BU2148
 BU2148  ELLIP H (03/24/94)   79.53   (m)                       GP(       ) 4 1
 BU2148  NGVD 29 (05/23/94)  106.2    (m)          348.     (f) GPS OBS        
 BU2148
 BU2148.Superseded values are not recommended for survey control.
 BU2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2148.See file dsdata.txt to determine how the superseded data were derived.
 BU2148
 BU2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8118882763(NAD 83)
 BU2148_MARKER: DD = SURVEY DISK
 BU2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2148_SP_SET: CONCRETE POST
 BU2148_STAMPING: 16-23 1993
 BU2148_MARK LOGO: ALHD  
 BU2148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2148+STABILITY: SURFACE MOTION
 BU2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2148+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2148
 BU2148  HISTORY     - Date     Condition        Report By
 BU2148  HISTORY     - 1993     MONUMENTED       ALHD
 BU2148
 BU2148                          STATION DESCRIPTION
 BU2148
 BU2148'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2148'THE STATION IS LOCATED IN COFFEE COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2148'COFFEE COUNTY ROAD NO. 54, ABOUT 6.40 MI (10.30 KM) NORTHWEST OF ELBA
 BU2148'AND ABOUT 17.85 MI (28.73 KM) NORTH OF KINSTON.
 BU2148'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84, ALA 87, AND ALA 189
 BU2148'(MILE POST 33.40 ON ALA 87 AND MILE POST 167.65 ON U.S. 84) AT A
 BU2148'TRAFFIC LIGHT IN ELBA, DRIVE NORTH ON ALA 87 AND ALA 189 FOR 0.25 MI
 BU2148'(0.40 KM) TO MILE POST 33.65 AND A Y-INTERSECTION WITH ALA 189 ON THE
 BU2148'LEFT AND ALA 87 ON THE RIGHT (MILE POST 16.90 ON ALA 189), BEAR LEFT
 BU2148'ON ALA 189 AND DRIVE NORTHWEST FOR 7.15 MI (11.51 KM) TO MILE POST
 BU2148'24.05 AND COFFEE COUNTY ROAD NO. 11 LEFT AND RIGHT, TURN LEFT ON
 BU2148'COFFEE COUNTY ROAD NO. 11 AND DRIVE SOUTH FOR 1.75 MI (2.82 KM) TO A
 BU2148'T-INTERSECTION WITH COFFEE COUNTY ROAD NO. 54 LEFT AND RIGHT, TURN
 BU2148'RIGHT ON COFFEE COUNTY ROAD NO. 54 AND DRIVE NORTHWEST FOR 0.10 MI
 BU2148'(0.16 KM) TO THE STATION ON THE LEFT.
 BU2148'THE STATION IS LOCATED IN FRONT OF A STEEL PIPE SECTION IN A FIVE
 BU2148'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 3.1 FT (0.9 M)
 BU2148'NORTH-NORTHEAST OF A STEEL PIPE FENCE SECTION, 5.4 FT (1.6 M) EAST OF
 BU2148'THE NORTHWEST OF A STEEL PIPE FENCE SECTION, 6.1 FT (1.9 M) NORTHWEST
 BU2148'OF THE SOUTHEAST END OF A STEEL PIPE FENCE SECTION, 52.6 FT (16.0 M)
 BU2148'SOUTH-SOUTHWEST OF THE CENTERLINE OF COFFEE COUNTY ROAD NO. 54, 83.0
 BU2148'FT (25.3 M) SOUTHEAST OF A GRAPHIC SIDE ROAD AND 35 WARNING SIGN, 3.0
 BU2148'FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 BU2148'THE GROUND.
 BU2148'STATION 16-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2149 ***********************************************************************
 BU2149  DESIGNATION -  16 24
 BU2149  PID         -  BU2149
 BU2149  STATE/COUNTY-  AL/COFFEE
 BU2149  USGS QUAD   -  DANLEYS CROSSROADS (1981)
 BU2149
 BU2149                         *CURRENT SURVEY CONTROL
 BU2149  ___________________________________________________________________
 BU2149* NAD 83(1992)-  31 28 44.07674(N)    086 08 57.13212(W)     ADJUSTED  
 BU2149* NAVD 88     -       111.1    (meters)     365.     (feet)  GPS OBS   
 BU2149  ___________________________________________________________________
 BU2149  X           -     365,646.137 (meters)                     COMP
 BU2149  Y           -  -5,432,233.588 (meters)                     COMP
 BU2149  Z           -   3,311,337.115 (meters)                     COMP
 BU2149  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 BU2149  ELLIP HEIGHT-          84.51  (meters)          (07/29/02) GPS OBS
 BU2149  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BU2149
 BU2149  HORZ ORDER  -  FIRST
 BU2149  ELLP ORDER  -  FOURTH    CLASS I
 BU2149
 BU2149.The horizontal coordinates were established by GPS observations
 BU2149.and adjusted by the National Geodetic Survey in March 1994..
 BU2149
 BU2149.The orthometric height was determined by GPS observations and a
 BU2149.high-resolution geoid model.
 BU2149
 BU2149.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2149
 BU2149.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2149
 BU2149.The ellipsoidal height was determined by GPS observations
 BU2149.and is referenced to NAD 83.
 BU2149
 BU2149.The geoid height was determined by GEOID03.
 BU2149
 BU2149;                    North         East     Units Scale Factor Converg.
 BU2149;SPC AL E     -   108,569.946   169,986.011   MT  0.99997111   -0 09 53.8
 BU2149;UTM  16      - 3,482,992.523   580,814.815   MT  0.99968055   +0 26 39.5
 BU2149
 BU2149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2149!SPC AL E     -   0.99998673  x   0.99997111  =   0.99995784
 BU2149!UTM  16      -   0.99998673  x   0.99968055  =   0.99966728
 BU2149
 BU2149:                Primary Azimuth Mark                     Grid Az
 BU2149:SPC AL E     -  16 23                                    122 12 25.8
 BU2149:UTM  16      -  16 23                                    121 35 52.5
 BU2149
 BU2149|---------------------------------------------------------------------|
 BU2149| PID    Reference Object                     Distance      Geod. Az  |
 BU2149|                                                           dddmmss.s |
 BU2149| BU2148 16 23                               438.857 METERS 1220232.0 |
 BU2149|---------------------------------------------------------------------|
 BU2149
 BU2149                          SUPERSEDED SURVEY CONTROL
 BU2149
 BU2149  ELLIP H (03/24/94)   84.53   (m)                       GP(       ) 4 1
 BU2149  NGVD 29 (05/23/94)  111.2    (m)          365.     (f) GPS OBS        
 BU2149
 BU2149.Superseded values are not recommended for survey control.
 BU2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2149.See file dsdata.txt to determine how the superseded data were derived.
 BU2149
 BU2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8081582993(NAD 83)
 BU2149_MARKER: DD = SURVEY DISK
 BU2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2149_SP_SET: CONCRETE POST
 BU2149_STAMPING: 16-24 1993
 BU2149_MARK LOGO: ALHD  
 BU2149_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2149+STABILITY: SURFACE MOTION
 BU2149_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2149+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2149
 BU2149  HISTORY     - Date     Condition        Report By
 BU2149  HISTORY     - 1993     MONUMENTED       ALHD
 BU2149
 BU2149                          STATION DESCRIPTION
 BU2149
 BU2149'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2149'THE STATION IS LOCATED IN COFFEE COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2149'COFFEE COUNTY ROAD NO. 54, ABOUT 6.70 MI (10.78 KM) NORTHWEST OF ELBA
 BU2149'AND ABOUT 18.00 MI (28.97 KM) NORTH OF KINSTON.
 BU2149'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84, ALA 87, AND ALA 189
 BU2149'(MILE POST 33.40 ON ALA 87 AND MILE POST 167.65 ON U.S. 84) AT A
 BU2149'TRAFFIC LIGHT IN ELBA, DRIVE NORTH ON ALA 87 AND ALA 189 FOR 0.25 MI
 BU2149'(0.40 KM) TO MILE POST 33.65 AND A Y-INTERSECTION WITH ALA 189 ON THE
 BU2149'LEFT AND ALA 87 ON THE RIGHT (MILE POST 16.90 ON ALA 189), BEAR LEFT
 BU2149'ON ALA 189 AND DRIVE NORTHWEST FOR 7.15 MI (11.51 KM) TO MILE POST
 BU2149'24.05 AND COFFEE COUNTY ROAD NO. 11 LEFT AND RIGHT, TURN LEFT ON
 BU2149'COFFEE COUNTY ROAD NO. 11 AND DRIVE SOUTH FOR 1.75 MI (2.82 KM) TO A
 BU2149'T-INTERSECTION WITH COFFEE COUNTY ROAD NO. 54 LEFT AND RIGHT, TURN
 BU2149'RIGHT ON COFFEE COUNTY ROAD NO. 54 AND DRIVE NORTHWEST FOR 0.40 MI
 BU2149'(0.64 KM) TO THE STATION ON THE LEFT.
 BU2149'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF A FIVE STRAND BARBED
 BU2149'WIRE FENCE ON TREATED WOOD POSTS, 32.4 FT (9.9 M) SOUTH-SOUTHWEST OF
 BU2149'THE CENTERLINE OF COFFEE COUNTY ROAD NO. 54, 3.0 FT (0.9 M) NORTHEAST
 BU2149'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2149'STATION 16-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2358 ***********************************************************************
 BT2358  DESIGNATION -  16 3
 BT2358  PID         -  BT2358
 BT2358  STATE/COUNTY-  AL/COFFEE
 BT2358  USGS QUAD   -  VICTORIA (1981)
 BT2358
 BT2358                         *CURRENT SURVEY CONTROL
 BT2358  ___________________________________________________________________
 BT2358* NAD 83(1992)-  31 34 53.94928(N)    085 59 54.71839(W)     ADJUSTED  
 BT2358* NAVD 88     -       120.9    (meters)     397.     (feet)  GPS OBS   
 BT2358  ___________________________________________________________________
 BT2358  X           -     379,514.843 (meters)                     COMP
 BT2358  Y           -  -5,425,318.733 (meters)                     COMP
 BT2358  Z           -   3,321,052.505 (meters)                     COMP
 BT2358  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 BT2358  ELLIP HEIGHT-          94.42  (meters)          (07/29/02) GPS OBS
 BT2358  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BT2358
 BT2358  HORZ ORDER  -  FIRST
 BT2358  ELLP ORDER  -  FOURTH    CLASS I
 BT2358
 BT2358.The horizontal coordinates were established by GPS observations
 BT2358.and adjusted by the National Geodetic Survey in December 1992..
 BT2358
 BT2358.The orthometric height was determined by GPS observations and a
 BT2358.high-resolution geoid model.
 BT2358
 BT2358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2358
 BT2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2358
 BT2358.The ellipsoidal height was determined by GPS observations
 BT2358.and is referenced to NAD 83.
 BT2358
 BT2358.The geoid height was determined by GEOID03.
 BT2358
 BT2358;                    North         East     Units Scale Factor Converg.
 BT2358;SPC AL E     -   119,930.060   184,319.931   MT  0.99996303   -0 05 11.5
 BT2358;UTM  16      - 3,494,501.510   595,023.099   MT  0.99971136   +0 31 28.3
 BT2358
 BT2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2358!SPC AL E     -   0.99998517  x   0.99996303  =   0.99994820
 BT2358!UTM  16      -   0.99998517  x   0.99971136  =   0.99969654
 BT2358
 BT2358:                Primary Azimuth Mark                     Grid Az
 BT2358:SPC AL E     -  16 4                                     336 58 20.0
 BT2358:UTM  16      -  16 4                                     336 21 40.2
 BT2358
 BT2358|---------------------------------------------------------------------|
 BT2358| PID    Reference Object                     Distance      Geod. Az  |
 BT2358|                                                           dddmmss.s |
 BT2358| BU2058 16 4                                APPROX. 0.5 KM 3365308.5 |
 BT2358|---------------------------------------------------------------------|
 BT2358
 BT2358                          SUPERSEDED SURVEY CONTROL
 BT2358
 BT2358  ELLIP H (12/04/92)   94.46   (m)                       GP(       ) 4 1
 BT2358  NAD 83(1986)-  31 34 53.96056(N)    085 59 54.71962(W) AD(       ) 1
 BT2358  NGVD 29 (12/04/92)  120.9    (m)          397.     (f) GPS OBS        
 BT2358
 BT2358.Superseded values are not recommended for survey control.
 BT2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2358.See file dsdata.txt to determine how the superseded data were derived.
 BT2358
 BT2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9502394502(NAD 83)
 BT2358_MARKER: DD = SURVEY DISK
 BT2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2358_SP_SET: CONCRETE POST
 BT2358_STAMPING: 16-3 1991
 BT2358_MARK LOGO: ALHD  
 BT2358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2358+STABILITY: SURFACE MOTION
 BT2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2358+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2358
 BT2358  HISTORY     - Date     Condition        Report By
 BT2358  HISTORY     - 1991     MONUMENTED       ALHD
 BT2358
 BT2358                          STATION DESCRIPTION
 BT2358
 BT2358'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2358'THE STATION IS LOCATED IN COFFEE COUNTY ON THE EAST RIGHT OF WAY OF
 BT2358'ALA 87, ABOUT 12.10 MI (19.47 KM) NORTH-NORTHEAST OF ELBA AND ABOUT
 BT2358'14.00 MI (22.53 KM) NORTH-NORTHWEST OF NEW BROCKTON.
 BT2358'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 WEST, ALA 189, AND
 BT2358'ALA 189 (MILE POST 33.35 ON ALA 87 AND MILE POST 167.60 ON U.S. 84)
 BT2358'IN ELBA, DRIVE NORTH ON ALA 87 AND ALA 189 FOR 0.25 MI (0.40 KM) TO
 BT2358'MILE POST 33.60 AND A Y-INTERSECTION WITH ALA 87 RIGHT AND ALA 189
 BT2358'LEFT, BEAR RIGHT ON ALA 87 AND DRIVE NORTH FOR 12.85 MI (20.68 KM) TO
 BT2358'MILE POST 46.45 AND THE STATION ON THE RIGHT.
 BT2358'THE STATION IS 3.6 FT (1.1 M) WEST-SOUTHWEST OF A HOG WIRE FENCE WITH
 BT2358'EIGHT STRANDS OF BARBED WIRE ON WOOD POSTS, 45.2 FT (13.8 M)
 BT2358'EAST-SOUTHEAST OF THE CENTERLINE OF ALA 87, 91.0 FT (27.7 M) NORTHWEST
 BT2358'OF A POWER POLE IN A PASTURE, 3.3 FT (1.0 M) WEST-SOUTHWEST OF A
 BT2358'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2358'STATION 16-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2150 ***********************************************************************
 BU2150  DESIGNATION -  16 33
 BU2150  PID         -  BU2150
 BU2150  STATE/COUNTY-  AL/COFFEE
 BU2150  USGS QUAD   -  DANLEYS CROSSROADS (1981)
 BU2150
 BU2150                         *CURRENT SURVEY CONTROL
 BU2150  ___________________________________________________________________
 BU2150* NAD 83(1992)-  31 23 06.73198(N)    086 10 17.23969(W)     ADJUSTED  
 BU2150* NAVD 88     -       130.6    (meters)     428.     (feet)  GPS OBS   
 BU2150  ___________________________________________________________________
 BU2150  X           -     363,899.265 (meters)                     COMP
 BU2150  Y           -  -5,437,797.845 (meters)                     COMP
 BU2150  Z           -   3,302,481.762 (meters)                     COMP
 BU2150  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BU2150  ELLIP HEIGHT-         103.84  (meters)          (07/29/02) GPS OBS
 BU2150  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BU2150
 BU2150  HORZ ORDER  -  FIRST
 BU2150  ELLP ORDER  -  FOURTH    CLASS I
 BU2150
 BU2150.The horizontal coordinates were established by GPS observations
 BU2150.and adjusted by the National Geodetic Survey in March 1994..
 BU2150
 BU2150.The orthometric height was determined by GPS observations and a
 BU2150.high-resolution geoid model.
 BU2150
 BU2150.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2150
 BU2150.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2150
 BU2150.The ellipsoidal height was determined by GPS observations
 BU2150.and is referenced to NAD 83.
 BU2150
 BU2150.The geoid height was determined by GEOID03.
 BU2150
 BU2150;                    North         East     Units Scale Factor Converg.
 BU2150;SPC AL E     -    98,186.650   167,839.630   MT  0.99997275   -0 10 33.9
 BU2150;UTM  16      - 3,472,590.073   578,779.411   MT  0.99967655   +0 25 53.5
 BU2150
 BU2150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2150!SPC AL E     -   0.99998369  x   0.99997275  =   0.99995644
 BU2150!UTM  16      -   0.99998369  x   0.99967655  =   0.99966025
 BU2150
 BU2150                          SUPERSEDED SURVEY CONTROL
 BU2150
 BU2150  ELLIP H (03/24/94)  103.87   (m)                       GP(       ) 4 1
 BU2150  NGVD 29 (05/23/94)  130.6    (m)          428.     (f) GPS OBS        
 BU2150
 BU2150.Superseded values are not recommended for survey control.
 BU2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2150.See file dsdata.txt to determine how the superseded data were derived.
 BU2150
 BU2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7877972590(NAD 83)
 BU2150_MARKER: DD = SURVEY DISK
 BU2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2150_SP_SET: CONCRETE POST
 BU2150_STAMPING: 16-33 1993
 BU2150_MARK LOGO: ALHD  
 BU2150_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2150+STABILITY: SURFACE MOTION
 BU2150_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2150+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2150
 BU2150  HISTORY     - Date     Condition        Report By
 BU2150  HISTORY     - 1993     MONUMENTED       ALHD
 BU2150
 BU2150                          STATION DESCRIPTION
 BU2150
 BU2150'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2150'THE STATION IS LOCATED IN COFFEE COUNTY ON THE NORTHWEST RIGHT OF WAY
 BU2150'OF U.S. 84, ABOUT 6.50 MI (10.46 KM) WEST-SOUTHWEST OF ELBA AND ABOUT
 BU2150'11.55 MI (18.59 KM) NORTH OF KINSTON.
 BU2150'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 203 (MILE
 BU2150'POST 166.40 ON U.S. 84 AND MILE POST 0.90 ON ALA 203) AT A TRAFFIC
 BU2150'LIGHT IN THE WEST SIDE OF ELBA, DRIVE WEST ON U.S. 84 FOR 0.50 MI
 BU2150'(0.80 KM) TO MILE POST 165.90 AND ALA 166 ON THE LEFT (MILE POST 4.15
 BU2150'ON ALA 166) BEAR LEFT ON ALA 166 AND DRIVE SOUTHWEST FOR 4.15 MI
 BU2150'(6.68 KM) TO MILE POST 0.00 AND U.S. 84 LEFT AND RIGHT (MILE POST
 BU2150'159.70 ON U. S. 84), TURN LEFT ON U.S. 84 AND DRIVE SOUTHWEST FOR
 BU2150'1.20 MI (1.93 KM) TO MILE POST 158.50 AND THE STATION ON THE RIGHT.
 BU2150'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A FIVE STRAND BARBED WIRE
 BU2150'FENCE ON TREATED WOOD POSTS, 35.0 FT (10.7 M) NORTHWEST OF THE
 BU2150'CENTERLINE OF U.S. 84, 120.2 FT (36.6 M) NORTH OF A POWER POLE WITH
 BU2150'ONE GUY WIRE ACROSS U.S. 84, 190.5 FT (58.1 M) NORTH-NORTHEAST OF THE
 BU2150'NORTHEAST POST OF A METAL GATE, 205.0 FT (62.5 M) NORTH-NORTHEAST OF
 BU2150'THE SOUTHWEST POST OF A METAL GATE AND A FENCE CORNER, 3.0 FT
 BU2150'(0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2150'GROUND.
 BU2150'STATION 16-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2151 ***********************************************************************
 BU2151  DESIGNATION -  16 34
 BU2151  PID         -  BU2151
 BU2151  STATE/COUNTY-  AL/COFFEE
 BU2151  USGS QUAD   -  DANLEYS CROSSROADS (1981)
 BU2151
 BU2151                         *CURRENT SURVEY CONTROL
 BU2151  ___________________________________________________________________
 BU2151* NAD 83(1992)-  31 23 33.43017(N)    086 09 49.27325(W)     ADJUSTED  
 BU2151* NAVD 88     -       131.4    (meters)     431.     (feet)  GPS OBS   
 BU2151  ___________________________________________________________________
 BU2151  X           -     364,607.942 (meters)                     COMP
 BU2151  Y           -  -5,437,321.888 (meters)                     COMP
 BU2151  Z           -   3,303,184.174 (meters)                     COMP
 BU2151  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BU2151  ELLIP HEIGHT-         104.73  (meters)          (07/29/02) GPS OBS
 BU2151  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU2151
 BU2151  HORZ ORDER  -  FIRST
 BU2151  ELLP ORDER  -  FOURTH    CLASS I
 BU2151
 BU2151.The horizontal coordinates were established by GPS observations
 BU2151.and adjusted by the National Geodetic Survey in March 1994..
 BU2151
 BU2151.The orthometric height was determined by GPS observations and a
 BU2151.high-resolution geoid model.
 BU2151
 BU2151.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2151
 BU2151.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2151
 BU2151.The ellipsoidal height was determined by GPS observations
 BU2151.and is referenced to NAD 83.
 BU2151
 BU2151.The geoid height was determined by GEOID03.
 BU2151
 BU2151;                    North         East     Units Scale Factor Converg.
 BU2151;SPC AL E     -    99,006.655   168,580.997   MT  0.99997217   -0 10 19.5
 BU2151;UTM  16      - 3,473,417.650   579,511.823   MT  0.99967798   +0 26 08.4
 BU2151
 BU2151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2151!SPC AL E     -   0.99998355  x   0.99997217  =   0.99995573
 BU2151!UTM  16      -   0.99998355  x   0.99967798  =   0.99966154
 BU2151
 BU2151                          SUPERSEDED SURVEY CONTROL
 BU2151
 BU2151  ELLIP H (03/24/94)  104.76   (m)                       GP(       ) 4 1
 BU2151  NGVD 29 (05/23/94)  131.5    (m)          431.     (f) GPS OBS        
 BU2151
 BU2151.Superseded values are not recommended for survey control.
 BU2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2151.See file dsdata.txt to determine how the superseded data were derived.
 BU2151
 BU2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7951273418(NAD 83)
 BU2151_MARKER: DD = SURVEY DISK
 BU2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2151_SP_SET: CONCRETE POST
 BU2151_STAMPING: 16-34 1993
 BU2151_MARK LOGO: ALHD  
 BU2151_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2151+STABILITY: SURFACE MOTION
 BU2151_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2151+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2151
 BU2151  HISTORY     - Date     Condition        Report By
 BU2151  HISTORY     - 1993     MONUMENTED       ALHD
 BU2151
 BU2151                          STATION DESCRIPTION
 BU2151
 BU2151'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2151'THE STATION IS LOCATED IN COFFEE COUNTY ON THE NORTHWEST RIGHT OF WAY
 BU2151'OF U.S. 84, ABOUT 5.90 MI (9.49 KM) WEST-SOUTHWEST OF ELBA AND ABOUT
 BU2151'12.10 MI (19.47 KM) NORTH OF KINSTON.
 BU2151'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 203 (MILE
 BU2151'POST 166.40 ON U.S. 84 AND MILE POST 0.90 ON ALA 203) AT A TRAFFIC
 BU2151'LIGHT IN THE WEST SIDE OF ELBA, DRIVE WEST ON U.S. 84 FOR 0.50 MI
 BU2151'(0.80 KM) TO MILE POST 165.90 AND ALA 166 ON THE LEFT (MILE POST 4.15
 BU2151'ON ALA 166) BEAR LEFT ON ALA 166 AND DRIVE SOUTHWEST FOR 4.15 MI
 BU2151'(6.68 KM) TO MILE POST 0.00 AND U.S. 84 LEFT AND RIGHT (MILE POST
 BU2151'159.70 ON U. S. 84), TURN LEFT ON U.S. 84 AND DRIVE SOUTHWEST FOR
 BU2151'0.50 MI (0.80 KM) TO MILE POST 159.20 AND THE STATION ON THE RIGHT.
 BU2151'THE STATION IS 37.7 FT (11.5 M) NORTHWEST OF THE CENTERLINE OF U.S.
 BU2151'84, 89.6 FT (27.3 M) NORTH-NORTHWEST OF A FENCE CORNER ACROSS THE
 BU2151'ROAD, 106.3 FT (32.4 M) SOUTHWEST OF A JUNCTION POWER POLE, 1.5 FT
 BU2151'(0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2151'GROUND.
 BU2151'STATION 16-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2152 ***********************************************************************
 BU2152  DESIGNATION -  16 39
 BU2152  PID         -  BU2152
 BU2152  STATE/COUNTY-  AL/COFFEE
 BU2152  USGS QUAD   -  KINSTON (1986)
 BU2152
 BU2152                         *CURRENT SURVEY CONTROL
 BU2152  ___________________________________________________________________
 BU2152* NAD 83(1992)-  31 13 48.99975(N)    086 09 02.84848(W)     ADJUSTED  
 BU2152* NAVD 88     -        76.7    (meters)     252.     (feet)  GPS OBS   
 BU2152  ___________________________________________________________________
 BU2152  X           -     366,456.544 (meters)                     COMP
 BU2152  Y           -  -5,446,526.082 (meters)                     COMP
 BU2152  Z           -   3,287,777.377 (meters)                     COMP
 BU2152  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BU2152  ELLIP HEIGHT-          49.79  (meters)          (07/29/02) GPS OBS
 BU2152  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BU2152
 BU2152  HORZ ORDER  -  FIRST
 BU2152  ELLP ORDER  -  FOURTH    CLASS I
 BU2152
 BU2152.The horizontal coordinates were established by GPS observations
 BU2152.and adjusted by the National Geodetic Survey in March 1994..
 BU2152
 BU2152.The orthometric height was determined by GPS observations and a
 BU2152.high-resolution geoid model.
 BU2152
 BU2152.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2152
 BU2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2152
 BU2152.The ellipsoidal height was determined by GPS observations
 BU2152.and is referenced to NAD 83.
 BU2152
 BU2152.The geoid height was determined by GEOID03.
 BU2152
 BU2152;                    North         East     Units Scale Factor Converg.
 BU2152;SPC AL E     -    81,004.017   169,755.655   MT  0.99997128   -0 09 52.5
 BU2152;UTM  16      - 3,455,433.711   580,876.525   MT  0.99968068   +0 26 25.2
 BU2152
 BU2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2152!SPC AL E     -   0.99999218  x   0.99997128  =   0.99996346
 BU2152!UTM  16      -   0.99999218  x   0.99968068  =   0.99967286
 BU2152
 BU2152:                Primary Azimuth Mark                     Grid Az
 BU2152:SPC AL E     -  16 40                                    339 12 32.3
 BU2152:UTM  16      -  16 40                                    338 36 14.6
 BU2152
 BU2152|---------------------------------------------------------------------|
 BU2152| PID    Reference Object                     Distance      Geod. Az  |
 BU2152|                                                           dddmmss.s |
 BU2152| BU2153 16 40                               APPROX. 0.5 KM 3390239.8 |
 BU2152|---------------------------------------------------------------------|
 BU2152
 BU2152                          SUPERSEDED SURVEY CONTROL
 BU2152
 BU2152  ELLIP H (03/24/94)   49.82   (m)                       GP(       ) 4 1
 BU2152  NGVD 29 (05/23/94)   76.7    (m)          252.     (f) GPS OBS        
 BU2152
 BU2152.Superseded values are not recommended for survey control.
 BU2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2152.See file dsdata.txt to determine how the superseded data were derived.
 BU2152
 BU2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8087755434(NAD 83)
 BU2152_MARKER: DD = SURVEY DISK
 BU2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2152_SP_SET: CONCRETE POST
 BU2152_STAMPING: 16-39 1993
 BU2152_MARK LOGO: ALHD  
 BU2152_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2152+STABILITY: SURFACE MOTION
 BU2152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2152+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2152
 BU2152  HISTORY     - Date     Condition        Report By
 BU2152  HISTORY     - 1993     MONUMENTED       ALHD
 BU2152
 BU2152                          STATION DESCRIPTION
 BU2152
 BU2152'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2152'THE STATION IS LOCATED IN COFFEE COUNTY ON THE EAST RIGHT OF WAY OF
 BU2152'COFFEE COUNTY ROAD NO. 5, ABOUT 1.60 MI (2.57 KM) NORTHEAST OF
 BU2152'KINSTON AND ABOUT 18.35 MI (29.53 KM) WEST-SOUTHWEST OF ENTERPRISE.
 BU2152'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 189 (MILE
 BU2152'POST 0.00 ON ALA 189 AND MILE POST 6.55 ON ALA 52) IN KINSTON, DRIVE
 BU2152'NORTHEAST AND NORTH ON ALA 189 FOR 2.10 MI (3.38 KM) TO MILE POST
 BU2152'2.10 AND COFFEE COUNTY ROAD NO. 5 LEFT AND RIGHT, TURN RIGHT ON
 BU2152'COFFEE COUNTY ROAD NO. 5 AND DRIVE SOUTHEAST FOR 1.00 MI (1.61 KM) TO
 BU2152'THE STATION ON THE LEFT.
 BU2152'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A FOUR STRAND BARBED
 BU2152'WIRE FENCE ON TREATED WOOD POSTS, 32.7 FT (10.0 M) EAST-NORTHEAST OF
 BU2152'THE CENTERLINE OF COFFEE COUNTY ROAD NO. 5, 100.8 FT (30.7 M)
 BU2152'NORTH-NORTHEAST OF A POWER POLE ACROSS THE ROAD, 234.7 FT (71.5 M)
 BU2152'SOUTH-SOUTHEAST OF THE SOUTH ONE OF TWO CONNECTED TWELVE-INCH WOOD
 BU2152'POSTS IN THE FENCE LINE, 252.0 FT (76.8 M) NORTH-NORTHWEST OF AN
 BU2152'EIGHT-INCH WOOD POST AT THE SOUTHWEST CORNER OF THE FENCE, 2.6 FT
 BU2152'(0.8 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2152'GROUND.
 BU2152'STATION 16-40 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2058 ***********************************************************************
 BU2058  DESIGNATION -  16 4
 BU2058  PID         -  BU2058
 BU2058  STATE/COUNTY-  AL/COFFEE
 BU2058  USGS QUAD   -  BLUFF SPRINGS (1979)
 BU2058
 BU2058                         *CURRENT SURVEY CONTROL
 BU2058  ___________________________________________________________________
 BU2058* NAD 83(1992)-  31 35 10.13616(N)    086 00 02.78958(W)     ADJUSTED  
 BU2058* NAVD 88     -       127.3    (meters)     418.     (feet)  GPS OBS   
 BU2058  ___________________________________________________________________
 BU2058  X           -     379,284.721 (meters)                     COMP
 BU2058  Y           -  -5,425,078.585 (meters)                     COMP
 BU2058  Z           -   3,321,480.600 (meters)                     COMP
 BU2058  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 BU2058  ELLIP HEIGHT-         100.88  (meters)          (07/29/02) GPS OBS
 BU2058  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BU2058
 BU2058  HORZ ORDER  -  FIRST
 BU2058  ELLP ORDER  -  FOURTH    CLASS I
 BU2058
 BU2058.The horizontal coordinates were established by GPS observations
 BU2058.and adjusted by the National Geodetic Survey in December 1992..
 BU2058
 BU2058.The orthometric height was determined by GPS observations and a
 BU2058.high-resolution geoid model.
 BU2058
 BU2058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2058
 BU2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2058
 BU2058.The ellipsoidal height was determined by GPS observations
 BU2058.and is referenced to NAD 83.
 BU2058
 BU2058.The geoid height was determined by GEOID03.
 BU2058
 BU2058;                    North         East     Units Scale Factor Converg.
 BU2058;SPC AL E     -   120,428.918   184,107.893   MT  0.99996311   -0 05 15.7
 BU2058;UTM  16      - 3,494,997.953   594,805.807   MT  0.99971085   +0 31 24.3
 BU2058
 BU2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2058!SPC AL E     -   0.99998416  x   0.99996311  =   0.99994727
 BU2058!UTM  16      -   0.99998416  x   0.99971085  =   0.99969501
 BU2058
 BU2058:                Primary Azimuth Mark                     Grid Az
 BU2058:SPC AL E     -  16 3                                     156 58 19.9
 BU2058:UTM  16      -  16 3                                     156 21 39.9
 BU2058
 BU2058|---------------------------------------------------------------------|
 BU2058| PID    Reference Object                     Distance      Geod. Az  |
 BU2058|                                                           dddmmss.s |
 BU2058| BT2358 16 3                                APPROX. 0.5 KM 1565304.2 |
 BU2058|---------------------------------------------------------------------|
 BU2058
 BU2058                          SUPERSEDED SURVEY CONTROL
 BU2058
 BU2058  ELLIP H (12/04/92)  100.91   (m)                       GP(       ) 4 1
 BU2058  NAD 83(1986)-  31 35 10.14743(N)    086 00 02.79080(W) AD(       ) 1
 BU2058  NGVD 29 (12/04/92)  127.3    (m)          418.     (f) GPS OBS        
 BU2058
 BU2058.Superseded values are not recommended for survey control.
 BU2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2058.See file dsdata.txt to determine how the superseded data were derived.
 BU2058
 BU2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9480694998(NAD 83)
 BU2058_MARKER: DD = SURVEY DISK
 BU2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2058_SP_SET: CONCRETE POST
 BU2058_STAMPING: 16-4 1991
 BU2058_MARK LOGO: ALHD  
 BU2058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2058+STABILITY: SURFACE MOTION
 BU2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2058+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2058
 BU2058  HISTORY     - Date     Condition        Report By
 BU2058  HISTORY     - 1991     MONUMENTED       ALHD
 BU2058
 BU2058                          STATION DESCRIPTION
 BU2058
 BU2058'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2058'THE STATION IS LOCATED IN COFFEE COUNTY ON THE WEST RIGHT OF WAY OF
 BU2058'ALA 87, ABOUT 12.40 MI (19.96 KM) NORTH-NORTHEAST OF ELBA AND ABOUT
 BU2058'14.35 MI (23.09 KM) NORTH-NORTHWEST OF NEW BROCKTON.
 BU2058'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 WEST, ALA 87, AND
 BU2058'ALA 189 (MILE POST 33.35 ON ALA 87 AND MILE POST 167.60 ON U.S. 84)
 BU2058'IN ELBA, DRIVE NORTH ON ALA 87 AND ALA 189 FOR 0.25 MI (0.40 KM) TO
 BU2058'MILE POST 33.60 AND A Y-INTERSECTION WITH ALA 87 RIGHT AND ALA 189
 BU2058'LEFT, BEAR RIGHT ON ALA 87 AND DRIVE NORTH FOR 13.20 MI (21.24 KM) TO
 BU2058'MILE POST 46.80 AND THE STATION ON THE LEFT.
 BU2058'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF THE BOTTOM OF A LEANING
 BU2058'FENCE CORNER POST, 17.0 FT (5.2 M) SOUTH OF THE CENTER OF A FIELD
 BU2058'ROAD, 39.5 FT (12.0 M) NORTH OF A POWER POLE, 46.8 FT (14.3 M)
 BU2058'WEST-SOUTHWEST OF THE CENTERLINE OF ALA 87, 97.0 FT (29.6 M) EAST OF
 BU2058'THE SOUTHEAST CORNER OF AN OLD UNPAINTED FRAME HOUSE, 116.7 FT
 BU2058'(35.6 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 256 ACROSS
 BU2058'ALA 87, 2.9 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 BU2058'FLUSH WITH THE GROUND.
 BU2058'STATION 16-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2153 ***********************************************************************
 BU2153  DESIGNATION -  16 40
 BU2153  PID         -  BU2153
 BU2153  STATE/COUNTY-  AL/COFFEE
 BU2153  USGS QUAD   -  KINSTON (1986)
 BU2153
 BU2153                         *CURRENT SURVEY CONTROL
 BU2153  ___________________________________________________________________
 BU2153* NAD 83(1992)-  31 14 04.24864(N)    086 09 09.64495(W)     ADJUSTED  
 BU2153* NAVD 88     -        76.5    (meters)     251.     (feet)  GPS OBS   
 BU2153  ___________________________________________________________________
 BU2153  X           -     366,260.733 (meters)                     COMP
 BU2153  Y           -  -5,446,295.078 (meters)                     COMP
 BU2153  Z           -   3,288,178.887 (meters)                     COMP
 BU2153  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BU2153  ELLIP HEIGHT-          49.66  (meters)          (07/29/02) GPS OBS
 BU2153  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BU2153
 BU2153  HORZ ORDER  -  FIRST
 BU2153  ELLP ORDER  -  FOURTH    CLASS I
 BU2153
 BU2153.The horizontal coordinates were established by GPS observations
 BU2153.and adjusted by the National Geodetic Survey in March 1994..
 BU2153
 BU2153.The orthometric height was determined by GPS observations and a
 BU2153.high-resolution geoid model.
 BU2153
 BU2153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2153
 BU2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2153
 BU2153.The ellipsoidal height was determined by GPS observations
 BU2153.and is referenced to NAD 83.
 BU2153
 BU2153.The geoid height was determined by GEOID03.
 BU2153
 BU2153;                    North         East     Units Scale Factor Converg.
 BU2153;SPC AL E     -    81,474.158   169,577.150   MT  0.99997141   -0 09 56.1
 BU2153;UTM  16      - 3,455,901.805   580,693.119   MT  0.99968031   +0 26 21.8
 BU2153
 BU2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2153!SPC AL E     -   0.99999220  x   0.99997141  =   0.99996361
 BU2153!UTM  16      -   0.99999220  x   0.99968031  =   0.99967251
 BU2153
 BU2153:                Primary Azimuth Mark                     Grid Az
 BU2153:SPC AL E     -  16 39                                    159 12 32.3
 BU2153:UTM  16      -  16 39                                    158 36 14.4
 BU2153
 BU2153|---------------------------------------------------------------------|
 BU2153| PID    Reference Object                     Distance      Geod. Az  |
 BU2153|                                                           dddmmss.s |
 BU2153| BU2152 16 39                               APPROX. 0.5 KM 1590236.2 |
 BU2153|---------------------------------------------------------------------|
 BU2153
 BU2153                          SUPERSEDED SURVEY CONTROL
 BU2153
 BU2153  ELLIP H (03/24/94)   49.69   (m)                       GP(       ) 4 1
 BU2153  NGVD 29 (05/23/94)   76.6    (m)          251.     (f) GPS OBS        
 BU2153
 BU2153.Superseded values are not recommended for survey control.
 BU2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2153.See file dsdata.txt to determine how the superseded data were derived.
 BU2153
 BU2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8069355902(NAD 83)
 BU2153_MARKER: DD = SURVEY DISK
 BU2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2153_SP_SET: CONCRETE POST
 BU2153_STAMPING: 16-40 1993
 BU2153_MARK LOGO: ALHD  
 BU2153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2153+STABILITY: SURFACE MOTION
 BU2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2153+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2153
 BU2153  HISTORY     - Date     Condition        Report By
 BU2153  HISTORY     - 1993     MONUMENTED       ALHD
 BU2153
 BU2153                          STATION DESCRIPTION
 BU2153
 BU2153'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2153'THE STATION IS LOCATED IN COFFEE COUNTY ON THE NORTHEAST RIGHT OF WAY
 BU2153'OF COFFEE COUNTY ROAD NO. 5, ABOUT 1.70 MI (2.74 KM) NORTHEAST OF
 BU2153'KINSTON AND ABOUT 18.35 MI (29.53 KM) WEST-SOUTHWEST OF ENTERPRISE.
 BU2153'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 189 (MILE
 BU2153'POST 0.00 ON ALA 189 AND MILE POST 6.55 ON ALA 52) IN KINSTON, DRIVE
 BU2153'NORTHEAST AND NORTH ON ALA 189 FOR 2.10 MI (3.38 KM) TO MILE POST
 BU2153'2.10 AND COFFEE COUNTY ROAD NO. 5 LEFT AND RIGHT, TURN RIGHT ON
 BU2153'COFFEE COUNTY ROAD NO. 5 AND DRIVE SOUTHEAST FOR 0.70 MI (1.13 KM) TO
 BU2153'THE STATION ON THE LEFT.
 BU2153'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A FIVE STRAND BARBED WIRE
 BU2153'FENCE ON TREATED WOOD POSTS, 36.6 FT (11.2 M) NORTHEAST OF THE
 BU2153'CENTERLINE OF COFFEE COUNTY ROAD NO. 5, 99.4 FT (30.3 M) SOUTHEAST OF
 BU2153'AN ANGLE POWER POLE WITH ONE GUY WIRE IN A PASTURE, 125.6 FT
 BU2153'(38.3 M) EAST OF THE NORTH ONE OF TWO CONNECTED WOOD POSTS IN THE
 BU2153'FENCE LINE ACROSS THE ROAD, 139.7 FT (42.6 M) SOUTHEAST OF THE SOUTH
 BU2153'ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 3.0 FT (0.9 M)
 BU2153'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2153'STATION 16-39 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2154 ***********************************************************************
 BU2154  DESIGNATION -  16 41
 BU2154  PID         -  BU2154
 BU2154  STATE/COUNTY-  AL/COFFEE
 BU2154  USGS QUAD   -  SELLERSVILLE (1986)
 BU2154
 BU2154                         *CURRENT SURVEY CONTROL
 BU2154  ___________________________________________________________________
 BU2154* NAD 83(1992)-  31 13 31.68495(N)    086 02 57.37038(W)     ADJUSTED  
 BU2154* NAVD 88     -        97.0    (meters)     318.     (feet)  GPS OBS   
 BU2154  ___________________________________________________________________
 BU2154  X           -     376,126.838 (meters)                     COMP
 BU2154  Y           -  -5,446,161.292 (meters)                     COMP
 BU2154  Z           -   3,287,331.865 (meters)                     COMP
 BU2154  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BU2154  ELLIP HEIGHT-          70.03  (meters)          (07/29/02) GPS OBS
 BU2154  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BU2154
 BU2154  HORZ ORDER  -  FIRST
 BU2154  ELLP ORDER  -  FOURTH    CLASS I
 BU2154
 BU2154.The horizontal coordinates were established by GPS observations
 BU2154.and adjusted by the National Geodetic Survey in March 1994..
 BU2154
 BU2154.The orthometric height was determined by GPS observations and a
 BU2154.high-resolution geoid model.
 BU2154
 BU2154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2154
 BU2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2154
 BU2154.The ellipsoidal height was determined by GPS observations
 BU2154.and is referenced to NAD 83.
 BU2154
 BU2154.The geoid height was determined by GEOID03.
 BU2154
 BU2154;                    North         East     Units Scale Factor Converg.
 BU2154;SPC AL E     -    80,447.430   179,426.653   MT  0.99996522   -0 06 43.0
 BU2154;UTM  16      - 3,454,979.377   590,550.176   MT  0.99970113   +0 29 34.4
 BU2154
 BU2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2154!SPC AL E     -   0.99998900  x   0.99996522  =   0.99995422
 BU2154!UTM  16      -   0.99998900  x   0.99970113  =   0.99969014
 BU2154
 BU2154                          SUPERSEDED SURVEY CONTROL
 BU2154
 BU2154  ELLIP H (03/24/94)   70.06   (m)                       GP(       ) 4 1
 BU2154  NGVD 29 (05/23/94)   97.0    (m)          318.     (f) GPS OBS        
 BU2154
 BU2154.Superseded values are not recommended for survey control.
 BU2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2154.See file dsdata.txt to determine how the superseded data were derived.
 BU2154
 BU2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9055054979(NAD 83)
 BU2154_MARKER: DD = SURVEY DISK
 BU2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2154_SP_SET: CONCRETE POST
 BU2154_STAMPING: 16-41 1993
 BU2154_MARK LOGO: ALHD  
 BU2154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2154+STABILITY: SURFACE MOTION
 BU2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2154+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2154
 BU2154  HISTORY     - Date     Condition        Report By
 BU2154  HISTORY     - 1993     MONUMENTED       ALHD
 BU2154
 BU2154                          STATION DESCRIPTION
 BU2154
 BU2154'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2154'THE STATION IS LOCATED IN COFFEE COUNTY ON THE EAST RIGHT OF WAY OF
 BU2154'ALA 87, ABOUT 7.20 EAST-NORTHEAST OF KINSTON AND ABOUT 12.95 MI
 BU2154'(20.84 KM) WEST-SOUTHWEST OF ENTERPRISE.
 BU2154'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 87 SOUTH
 BU2154'(MILE POST 31.95 ON ALA 87 AND MILE POST 169.15 ON U.S. 84) IN ELBA,
 BU2154'DRIVE SOUTH ON ALA 87 FOR 14.05 MI (22.61 KM) TO MILE POST 17.90 AND
 BU2154'THE STATION ON THE LEFT.
 BU2154'THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 BU2154'ON TREATED WOOD POSTS, 35.0 FT (10.7 M) EAST OF THE CENTERLINE OF ALA
 BU2154'87, 71.0 FT (21.6 M) EAST-NORTHEAST OF A GRAPHIC SIDE ROAD SIGN
 BU2154'ACROSS ALA 87, 100.4 FT (30.6 M) SOUTH OF A POWER POLE, 162.0 FT
 BU2154'(49.4 M) NORTHEAST OF A FENCE CORNER ACROSS ALA 87, 2.8 FT (0.9 M)
 BU2154'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2154'STATION 16-42 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2155 ***********************************************************************
 BU2155  DESIGNATION -  16 42
 BU2155  PID         -  BU2155
 BU2155  STATE/COUNTY-  AL/COFFEE
 BU2155  USGS QUAD   -  SELLERSVILLE (1986)
 BU2155
 BU2155                         *CURRENT SURVEY CONTROL
 BU2155  ___________________________________________________________________
 BU2155* NAD 83(1992)-  31 13 56.71652(N)    086 02 47.97406(W)     ADJUSTED  
 BU2155* NAVD 88     -       101.3    (meters)     332.     (feet)  GPS OBS   
 BU2155  ___________________________________________________________________
 BU2155  X           -     376,347.634 (meters)                     COMP
 BU2155  Y           -  -5,445,749.098 (meters)                     COMP
 BU2155  Z           -   3,287,993.339 (meters)                     COMP
 BU2155  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BU2155  ELLIP HEIGHT-          74.36  (meters)          (07/29/02) GPS OBS
 BU2155  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU2155
 BU2155  HORZ ORDER  -  FIRST
 BU2155  ELLP ORDER  -  FOURTH    CLASS I
 BU2155
 BU2155.The horizontal coordinates were established by GPS observations
 BU2155.and adjusted by the National Geodetic Survey in March 1994..
 BU2155
 BU2155.The orthometric height was determined by GPS observations and a
 BU2155.high-resolution geoid model.
 BU2155
 BU2155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2155
 BU2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2155
 BU2155.The ellipsoidal height was determined by GPS observations
 BU2155.and is referenced to NAD 83.
 BU2155
 BU2155.The geoid height was determined by GEOID03.
 BU2155
 BU2155;                    North         East     Units Scale Factor Converg.
 BU2155;SPC AL E     -    81,217.845   179,676.818   MT  0.99996509   -0 06 38.2
 BU2155;UTM  16      - 3,455,752.187   590,792.130   MT  0.99970167   +0 29 39.7
 BU2155
 BU2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2155!SPC AL E     -   0.99998832  x   0.99996509  =   0.99995341
 BU2155!UTM  16      -   0.99998832  x   0.99970167  =   0.99969000
 BU2155
 BU2155                          SUPERSEDED SURVEY CONTROL
 BU2155
 BU2155  ELLIP H (03/24/94)   74.38   (m)                       GP(       ) 4 1
 BU2155  NGVD 29 (05/23/94)  101.3    (m)          332.     (f) GPS OBS        
 BU2155
 BU2155.Superseded values are not recommended for survey control.
 BU2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2155.See file dsdata.txt to determine how the superseded data were derived.
 BU2155
 BU2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9079255752(NAD 83)
 BU2155_MARKER: DD = SURVEY DISK
 BU2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2155_SP_SET: CONCRETE POST
 BU2155_STAMPING: 16-42 1993
 BU2155_MARK LOGO: ALHD  
 BU2155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2155+STABILITY: SURFACE MOTION
 BU2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2155+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2155
 BU2155  HISTORY     - Date     Condition        Report By
 BU2155  HISTORY     - 1993     MONUMENTED       ALHD
 BU2155
 BU2155                          STATION DESCRIPTION
 BU2155
 BU2155'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2155'THE STATION IS LOCATED IN COFFEE COUNTY ON THE WEST RIGHT OF WAY OF
 BU2155'ALA 87, ABOUT 7.35 EAST-NORTHEAST OF KINSTON AND ABOUT 12.65 MI
 BU2155'(20.36 KM) WEST-SOUTHWEST OF ENTERPRISE.
 BU2155'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 87 SOUTH
 BU2155'(MILE POST 31.95 ON ALA 87 AND MILE POST 169.15 ON U.S. 84) IN ELBA,
 BU2155'DRIVE SOUTH ON ALA 87 FOR 13.55 MI (21.81 KM) TO MILE POST 18.40 AND
 BU2155'THE STATION ON THE RIGHT.
 BU2155'THE STATION IS 3.0 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE
 BU2155'ON YELLOW TOP, GREEN STEEL POSTS, 29.2 FT (8.9 M) WEST OF THE
 BU2155'CENTERLINE OF ALA 87, 56.6 FT (17.3 M) NORTH OF A GRAPHIC SIDE ROAD
 BU2155'SIGN, 121. 3 FT (0.9 M) SOUTH OF AN ANGLE POWER POLE WITH ONE GUY
 BU2155'WIRE, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BU2155'WITH THE GROUND.
 BU2155'STATION 16-41 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2443 ***********************************************************************
 BT2443  DESIGNATION -  16 43
 BT2443  PID         -  BT2443
 BT2443  STATE/COUNTY-  AL/COFFEE
 BT2443  USGS QUAD   -  COFFEE SPRINGS (1979)
 BT2443
 BT2443                         *CURRENT SURVEY CONTROL
 BT2443  ___________________________________________________________________
 BT2443* NAD 83(1992)-  31 13 57.55989(N)    085 55 58.28679(W)     ADJUSTED  
 BT2443* NAVD 88     -        94.7    (meters)     311.     (feet)  GPS OBS   
 BT2443  ___________________________________________________________________
 BT2443  X           -     387,161.984 (meters)                     COMP
 BT2443  Y           -  -5,444,971.784 (meters)                     COMP
 BT2443  Z           -   3,288,012.127 (meters)                     COMP
 BT2443  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BT2443  ELLIP HEIGHT-          67.76  (meters)          (07/29/02) GPS OBS
 BT2443  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BT2443
 BT2443  HORZ ORDER  -  FIRST
 BT2443  ELLP ORDER  -  FOURTH    CLASS I
 BT2443
 BT2443.The horizontal coordinates were established by GPS observations
 BT2443.and adjusted by the National Geodetic Survey in March 1994..
 BT2443
 BT2443.The orthometric height was determined by GPS observations and a
 BT2443.high-resolution geoid model.
 BT2443
 BT2443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2443
 BT2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2443
 BT2443.The ellipsoidal height was determined by GPS observations
 BT2443.and is referenced to NAD 83.
 BT2443
 BT2443.The geoid height was determined by GEOID03.
 BT2443
 BT2443;                    North         East     Units Scale Factor Converg.
 BT2443;SPC AL E     -    81,228.471   190,518.555   MT  0.99996111   -0 03 05.8
 BT2443;UTM  16      - 3,455,877.254   601,630.456   MT  0.99972740   +0 33 12.2
 BT2443
 BT2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2443!SPC AL E     -   0.99998936  x   0.99996111  =   0.99995047
 BT2443!UTM  16      -   0.99998936  x   0.99972740  =   0.99971676
 BT2443
 BT2443:                Primary Azimuth Mark                     Grid Az
 BT2443:SPC AL E     -  16 44                                    087 56 57.6
 BT2443:UTM  16      -  16 44                                    087 20 39.6
 BT2443
 BT2443|---------------------------------------------------------------------|
 BT2443| PID    Reference Object                     Distance      Geod. Az  |
 BT2443|                                                           dddmmss.s |
 BT2443| BT2444 16 44                               APPROX. 0.5 KM 0875351.8 |
 BT2443|---------------------------------------------------------------------|
 BT2443
 BT2443                          SUPERSEDED SURVEY CONTROL
 BT2443
 BT2443  ELLIP H (03/24/94)   67.80   (m)                       GP(       ) 4 1
 BT2443  NGVD 29 (05/23/94)   94.7    (m)          311.     (f) GPS OBS        
 BT2443
 BT2443.Superseded values are not recommended for survey control.
 BT2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2443.See file dsdata.txt to determine how the superseded data were derived.
 BT2443
 BT2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0163055877(NAD 83)
 BT2443_MARKER: DD = SURVEY DISK
 BT2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2443_SP_SET: CONCRETE POST
 BT2443_STAMPING: 16-43 1993
 BT2443_MARK LOGO: ALHD  
 BT2443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2443+STABILITY: SURFACE MOTION
 BT2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2443+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2443
 BT2443  HISTORY     - Date     Condition        Report By
 BT2443  HISTORY     - 1993     MONUMENTED       ALHD
 BT2443
 BT2443                          STATION DESCRIPTION
 BT2443
 BT2443'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2443'THE STATION IS LOCATED IN COFFEE COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2443'COFFEE COUNTY ROAD NO. 59, ABOUT 7.30 MI (11.75 KM) SOUTHWEST OF
 BT2443'ENTERPRISE AND ABOUT 14.05 MI (22.61 KM) EAST OF KINSTON.
 BT2443'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND ALA 192 (MILE
 BT2443'POST 25.90 ON ALA 27 AND MILE POST 1.95 ON ALA 192) IN ENTERPRISE,
 BT2443'DRIVE SOUTHWEST ON ALA 27 FOR 2.80 MI (4.51 KM) TO MILE POST 23.10
 BT2443'AND COFFEE COUNTY ROAD NO. 14 ON THE RIGHT, TURN RIGHT ON COFFEE
 BT2443'COUNTY ROAD NO. 14 AND DRIVE WEST FOR 0.25 MI (0.40 KM) TO COFFEE
 BT2443'COUNTY ROAD NO. 59 ON THE LEFT, TURN LEFT ON COFFEE COUNTY ROAD NO.
 BT2443'59 AND DRIVE SOUTHWEST FOR 3.25 MI (5.23 KM) TO THE STATION ON THE
 BT2443'LEFT.
 BT2443'THE STATION IS 3.0 FT (0.9 M) NORTH OF A HOG WIRE FENCE WITH THREE
 BT2443'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 14.0 FT (4.3 M)
 BT2443'SOUTH-SOUTHWEST OF THE WEST END OF A FIFTEEN-INCH CONCRETE PIPE UNDER
 BT2443'AN UNUSED TURN OUT, 38.0 FT (11.6 M) SOUTH OF THE CENTERLINE OF
 BT2443'COFFEE COUNTY ROAD NO. 59, 61.0 FT (18.6 M) EAST OF THE NORTHWEST
 BT2443'CORNER OF THE FENCE, 101.0 FT (30.8 M) SOUTHEAST OF A TRANSFORMER
 BT2443'POWER POLE ACROSS THE ROAD, 3.2 FT (1.0 M) NORTH OF A CARSONITE
 BT2443'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2443'STATION 16-44 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2444 ***********************************************************************
 BT2444  DESIGNATION -  16 44
 BT2444  PID         -  BT2444
 BT2444  STATE/COUNTY-  AL/COFFEE
 BT2444  USGS QUAD   -  COFFEE SPRINGS (1979)
 BT2444
 BT2444                         *CURRENT SURVEY CONTROL
 BT2444  ___________________________________________________________________
 BT2444* NAD 83(1992)-  31 13 58.16833(N)    085 55 38.98469(W)     ADJUSTED  
 BT2444* NAVD 88     -        93.9    (meters)     308.     (feet)  GPS OBS   
 BT2444  ___________________________________________________________________
 BT2444  X           -     387,670.782 (meters)                     COMP
 BT2444  Y           -  -5,444,925.181 (meters)                     COMP
 BT2444  Z           -   3,288,027.751 (meters)                     COMP
 BT2444  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BT2444  ELLIP HEIGHT-          66.99  (meters)          (07/29/02) GPS OBS
 BT2444  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BT2444
 BT2444  HORZ ORDER  -  FIRST
 BT2444  ELLP ORDER  -  FOURTH    CLASS I
 BT2444
 BT2444.The horizontal coordinates were established by GPS observations
 BT2444.and adjusted by the National Geodetic Survey in March 1994..
 BT2444
 BT2444.The orthometric height was determined by GPS observations and a
 BT2444.high-resolution geoid model.
 BT2444
 BT2444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2444
 BT2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2444
 BT2444.The ellipsoidal height was determined by GPS observations
 BT2444.and is referenced to NAD 83.
 BT2444
 BT2444.The geoid height was determined by GEOID03.
 BT2444
 BT2444;                    North         East     Units Scale Factor Converg.
 BT2444;SPC AL E     -    81,246.761   191,029.368   MT  0.99996099   -0 02 55.8
 BT2444;UTM  16      - 3,455,900.931   602,140.929   MT  0.99972868   +0 33 22.2
 BT2444
 BT2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2444!SPC AL E     -   0.99998948  x   0.99996099  =   0.99995047
 BT2444!UTM  16      -   0.99998948  x   0.99972868  =   0.99971816
 BT2444
 BT2444:                Primary Azimuth Mark                     Grid Az
 BT2444:SPC AL E     -  16 43                                    267 56 57.6
 BT2444:UTM  16      -  16 43                                    267 20 39.6
 BT2444
 BT2444|---------------------------------------------------------------------|
 BT2444| PID    Reference Object                     Distance      Geod. Az  |
 BT2444|                                                           dddmmss.s |
 BT2444| BT2443 16 43                               APPROX. 0.5 KM 2675401.8 |
 BT2444|---------------------------------------------------------------------|
 BT2444
 BT2444                          SUPERSEDED SURVEY CONTROL
 BT2444
 BT2444  ELLIP H (03/24/94)   67.03   (m)                       GP(       ) 4 1
 BT2444  NGVD 29 (05/23/94)   94.0    (m)          308.     (f) GPS OBS        
 BT2444
 BT2444.Superseded values are not recommended for survey control.
 BT2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2444.See file dsdata.txt to determine how the superseded data were derived.
 BT2444
 BT2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0214155901(NAD 83)
 BT2444_MARKER: DD = SURVEY DISK
 BT2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2444_SP_SET: CONCRETE POST
 BT2444_STAMPING: 16-44 1993
 BT2444_MARK LOGO: ALHD  
 BT2444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2444+STABILITY: SURFACE MOTION
 BT2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2444+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2444
 BT2444  HISTORY     - Date     Condition        Report By
 BT2444  HISTORY     - 1993     MONUMENTED       ALHD
 BT2444
 BT2444                          STATION DESCRIPTION
 BT2444
 BT2444'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2444'THE STATION IS LOCATED IN COFFEE COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2444'COFFEE COUNTY ROAD NO. 59, ABOUT 7.10 MI (11.43 KM) SOUTHWEST OF
 BT2444'ENTERPRISE AND ABOUT 14.40 MI (23.17 KM) EAST OF KINSTON.
 BT2444'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND ALA 192 (MILE
 BT2444'POST 25.90 ON ALA 27 AND MILE POST 1.95 ON ALA 192) IN ENTERPRISE,
 BT2444'DRIVE SOUTHWEST ON ALA 27 FOR 2.80 MI (4.51 KM) TO MILE POST 23.10
 BT2444'AND COFFEE COUNTY ROAD NO. 14 ON THE RIGHT, TURN RIGHT ON COFFEE
 BT2444'COUNTY ROAD NO. 14 AND DRIVE WEST FOR 0.25 MI (0.40 KM) TO COFFEE
 BT2444'COUNTY ROAD NO. 59 ON THE LEFT, TURN LEFT ON COFFEE COUNTY ROAD NO.
 BT2444'59 AND DRIVE SOUTHWEST FOR 2.90 MI (4.67 KM) TO THE STATION ON THE
 BT2444'LEFT.
 BT2444'THE STATION IS 37.5 FT (11.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 BT2444'COFFEE COUNTY ROAD NO. 59, 68.0 FT (20.7 M) WEST-SOUTHWEST OF A
 BT2444'TREATED WOOD POST IN A FRONT YARD, 73.5 FT (22.4 M) WEST OF THE
 BT2444'CENTER OF A CONCRETE DRIVEWAY, 96.4 FT (29.4 M) WEST OF THE NORTHWEST
 BT2444'CORNER OF A LARGE BRICK HOUSE, 2.2 FT (0.7 M) NORTH OF A CARSONITE
 BT2444'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2444'STATION 16-43 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2444'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY, MR. WALTER R.
 BT2444'JONES, ROUTE 1, BOX 306, CHANCELLOR, ALABAMA 36316, PHONE
 BT2444'205-347-1702.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2445 ***********************************************************************
 BT2445  DESIGNATION -  16 45
 BT2445  PID         -  BT2445
 BT2445  STATE/COUNTY-  AL/COFFEE
 BT2445  USGS QUAD   -  BELLWOOD (1981)
 BT2445
 BT2445                         *CURRENT SURVEY CONTROL
 BT2445  ___________________________________________________________________
 BT2445* NAD 83(1992)-  31 14 45.96419(N)    085 50 04.59994(W)     ADJUSTED  
 BT2445* NAVD 88     -        89.7    (meters)     294.     (feet)  GPS OBS   
 BT2445  ___________________________________________________________________
 BT2445  X           -     396,441.557 (meters)                     COMP
 BT2445  Y           -  -5,443,524.542 (meters)                     COMP
 BT2445  Z           -   3,289,284.164 (meters)                     COMP
 BT2445  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BT2445  ELLIP HEIGHT-          62.76  (meters)          (07/29/02) GPS OBS
 BT2445  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BT2445
 BT2445  HORZ ORDER  -  FIRST
 BT2445  ELLP ORDER  -  FOURTH    CLASS I
 BT2445
 BT2445.The horizontal coordinates were established by GPS observations
 BT2445.and adjusted by the National Geodetic Survey in March 1994..
 BT2445
 BT2445.The orthometric height was determined by GPS observations and a
 BT2445.high-resolution geoid model.
 BT2445
 BT2445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2445
 BT2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2445
 BT2445.The ellipsoidal height was determined by GPS observations
 BT2445.and is referenced to NAD 83.
 BT2445
 BT2445.The geoid height was determined by GEOID03.
 BT2445
 BT2445;                    North         East     Units Scale Factor Converg.
 BT2445;SPC AL E     -    82,714.908   199,878.288   MT  0.99996000   -0 00 02.4
 BT2445;UTM  16      - 3,457,462.105   610,971.904   MT  0.99975190   +0 36 16.4
 BT2445
 BT2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2445!SPC AL E     -   0.99999014  x   0.99996000  =   0.99995015
 BT2445!UTM  16      -   0.99999014  x   0.99975190  =   0.99974205
 BT2445
 BT2445                          SUPERSEDED SURVEY CONTROL
 BT2445
 BT2445  ELLIP H (03/24/94)   62.81   (m)                       GP(       ) 4 1
 BT2445  NGVD 29 (05/23/94)   89.7    (m)          294.     (f) GPS OBS        
 BT2445
 BT2445.Superseded values are not recommended for survey control.
 BT2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2445.See file dsdata.txt to determine how the superseded data were derived.
 BT2445
 BT2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1097257462(NAD 83)
 BT2445_MARKER: DD = SURVEY DISK
 BT2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2445_SP_SET: CONCRETE POST
 BT2445_STAMPING: 16-45 1993
 BT2445_MARK LOGO: ALHD  
 BT2445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2445+STABILITY: SURFACE MOTION
 BT2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2445+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2445
 BT2445  HISTORY     - Date     Condition        Report By
 BT2445  HISTORY     - 1993     MONUMENTED       ALHD
 BT2445
 BT2445                          STATION DESCRIPTION
 BT2445
 BT2445'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2445'THE STATION IS LOCATED IN COFFEE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 BT2445'OF COFFEE COUNTY ROAD NO. 45, ABOUT 4.80 MI (7.72 KM) SOUTH-SOUTHEAST
 BT2445'OF ENTERPRISE AND ABOUT 19.85 MI (31.94 KM) EAST-NORTHEAST OF
 BT2445'KINSTON.
 BT2445'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND ALA 192 (MILE
 BT2445'POST 1.95 ON ALA 192 AND MILE POST 25.90 ON ALA 27) IN ENTERPRISE,
 BT2445'DRIVE EAST ON ALA 192 FOR 0.90 MI (1.45 KM) TO MILE POST 1.05 AND
 BT2445'COFFEE COUNTY ROAD NO. 45 LEFT AND RIGHT, TURN RIGHT ON COFFEE COUNTY
 BT2445'ROAD NO. 45 AND DRIVE SOUTHEAST FOR 3.70 MI (5.95 KM) TO THE STATION
 BT2445'ON THE RIGHT.
 BT2445'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A HOG WIRE FENCE WITH ONE
 BT2445'STRAND OF BARBED WIRE ON WHITE TOP, GREEN STEEL POSTS, 40.6 FT
 BT2445'(12.4 M) SOUTHWEST OF THE CENTERLINE OF COFFEE COUNTY ROAD NO. 45,
 BT2445'83.3 FT (25.4 M) SOUTHEAST OF A POWER POLE, 3.0 FT (0.9 M) NORTHEAST
 BT2445'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2445'STATION 16-46 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2446 ***********************************************************************
 BT2446  DESIGNATION -  16 46
 BT2446  PID         -  BT2446
 BT2446  STATE/COUNTY-  AL/COFFEE
 BT2446  USGS QUAD   -  ENTERPRISE (1981)
 BT2446
 BT2446                         *CURRENT SURVEY CONTROL
 BT2446  ___________________________________________________________________
 BT2446* NAD 83(1992)-  31 15 09.84087(N)    085 50 21.11542(W)     ADJUSTED  
 BT2446* NAVD 88     -        89.3    (meters)     293.     (feet)  GPS OBS   
 BT2446  ___________________________________________________________________
 BT2446  X           -     395,977.995 (meters)                     COMP
 BT2446  Y           -  -5,443,175.483 (meters)                     COMP
 BT2446  Z           -   3,289,912.656 (meters)                     COMP
 BT2446  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BT2446  ELLIP HEIGHT-          62.40  (meters)          (07/29/02) GPS OBS
 BT2446  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BT2446
 BT2446  HORZ ORDER  -  FIRST
 BT2446  ELLP ORDER  -  FOURTH    CLASS I
 BT2446
 BT2446.The horizontal coordinates were established by GPS observations
 BT2446.and adjusted by the National Geodetic Survey in March 1994..
 BT2446
 BT2446.The orthometric height was determined by GPS observations and a
 BT2446.high-resolution geoid model.
 BT2446
 BT2446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2446
 BT2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2446
 BT2446.The ellipsoidal height was determined by GPS observations
 BT2446.and is referenced to NAD 83.
 BT2446
 BT2446.The geoid height was determined by GEOID03.
 BT2446
 BT2446;                    North         East     Units Scale Factor Converg.
 BT2446;SPC AL E     -    83,450.253   199,441.335   MT  0.99996000   -0 00 11.0
 BT2446;UTM  16      - 3,458,192.641   610,527.301   MT  0.99975068   +0 36 08.3
 BT2446
 BT2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2446!SPC AL E     -   0.99999020  x   0.99996000  =   0.99995020
 BT2446!UTM  16      -   0.99999020  x   0.99975068  =   0.99974088
 BT2446
 BT2446                          SUPERSEDED SURVEY CONTROL
 BT2446
 BT2446  ELLIP H (03/24/94)   62.44   (m)                       GP(       ) 4 1
 BT2446  NGVD 29 (05/23/94)   89.4    (m)          293.     (f) GPS OBS        
 BT2446
 BT2446.Superseded values are not recommended for survey control.
 BT2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2446.See file dsdata.txt to determine how the superseded data were derived.
 BT2446
 BT2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1052758193(NAD 83)
 BT2446_MARKER: DD = SURVEY DISK
 BT2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2446_SP_SET: CONCRETE POST
 BT2446_STAMPING: 16-46 1993
 BT2446_MARK LOGO: ALHD  
 BT2446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2446+STABILITY: SURFACE MOTION
 BT2446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2446+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 BT2446
 BT2446  HISTORY     - Date     Condition        Report By
 BT2446  HISTORY     - 1993     MONUMENTED       ALHD
 BT2446  HISTORY     - 20050329 GOOD             ALPCO
 BT2446
 BT2446                          STATION DESCRIPTION
 BT2446
 BT2446'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2446'THE STATION IS LOCATED IN COFFEE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 BT2446'OF COFFEE COUNTY ROAD NO. 45, ABOUT 4.35 MI (7.00 KM) SOUTH-SOUTHEAST
 BT2446'OF ENTERPRISE AND ABOUT 19.65 MI (31.62 KM) EAST-NORTHEAST OF
 BT2446'KINSTON.
 BT2446'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND ALA 192 (MILE
 BT2446'POST 1.95 ON ALA 192 AND MILE POST 25.90 ON ALA 27) IN ENTERPRISE,
 BT2446'DRIVE EAST ON ALA 192 FOR 0.90 MI (1.45 KM) TO MILE POST 1.05 AND
 BT2446'COFFEE COUNTY ROAD NO. 45 LEFT AND RIGHT, TURN RIGHT ON COFFEE COUNTY
 BT2446'ROAD NO. 45 AND DRIVE SOUTHEAST FOR 3.20 MI (5.15 KM) TO THE STATION
 BT2446'ON THE RIGHT.
 BT2446'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A HOG WIRE FENCE WITH THREE
 BT2446'STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS, 46.8 FT (14.3 M)
 BT2446'NORTH-NORTHWEST OF A POWER POLE, 109.3 FT (33.3 M) SOUTH-SOUTHEAST OF
 BT2446'AN ELECTRIC FENCE JUNCTION, 119.5 FT (36.4 M) SOUTH-SOUTHEAST OF A
 BT2446'JUNCTION POWER POLE WITH A GUY POLE ACROSS THE ROAD, 121.3 FT
 BT2446'(37.0 M) SOUTH-SOUTHEAST OF TELPHONE CABLE PEDESTAL NO. 73, 3.2 FT
 BT2446'(1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2446'GROUND.
 BT2446'STATION 16-45 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2446
 BT2446                          STATION RECOVERY (2005)
 BT2446
 BT2446'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (LG)
 BT2446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2359 ***********************************************************************
 BT2359  DESIGNATION -  16 5
 BT2359  PID         -  BT2359
 BT2359  STATE/COUNTY-  AL/COFFEE
 BT2359  USGS QUAD   -  BRUNDIDGE SE (1981)
 BT2359
 BT2359                         *CURRENT SURVEY CONTROL
 BT2359  ___________________________________________________________________
 BT2359* NAD 83(1992)-  31 30 04.28003(N)    085 49 30.55301(W)     ADJUSTED  
 BT2359* NAVD 88     -       139.5    (meters)     458.     (feet)  GPS OBS   
 BT2359  ___________________________________________________________________
 BT2359  X           -     396,271.239 (meters)                     COMP
 BT2359  Y           -  -5,428,816.155 (meters)                     COMP
 BT2359  Z           -   3,313,458.532 (meters)                     COMP
 BT2359  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BT2359  ELLIP HEIGHT-         113.14  (meters)          (07/29/02) GPS OBS
 BT2359  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BT2359
 BT2359  HORZ ORDER  -  FIRST
 BT2359  ELLP ORDER  -  FOURTH    CLASS I
 BT2359
 BT2359.The horizontal coordinates were established by GPS observations
 BT2359.and adjusted by the National Geodetic Survey in December 1992..
 BT2359
 BT2359.The orthometric height was determined by GPS observations and a
 BT2359.high-resolution geoid model.
 BT2359
 BT2359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2359
 BT2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2359
 BT2359.The ellipsoidal height was determined by GPS observations
 BT2359.and is referenced to NAD 83.
 BT2359
 BT2359.The geoid height was determined by GEOID03.
 BT2359
 BT2359;                    North         East     Units Scale Factor Converg.
 BT2359;SPC AL E     -   110,996.889   200,777.051   MT  0.99996001   +0 00 15.4
 BT2359;UTM  16      - 3,485,746.161   611,570.654   MT  0.99975353   +0 36 50.2
 BT2359
 BT2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2359!SPC AL E     -   0.99998223  x   0.99996001  =   0.99994225
 BT2359!UTM  16      -   0.99998223  x   0.99975353  =   0.99973577
 BT2359
 BT2359                          SUPERSEDED SURVEY CONTROL
 BT2359
 BT2359  ELLIP H (12/04/92)  113.15   (m)                       GP(       ) 4 1
 BT2359  NAD 83(1986)-  31 30 04.28985(N)    085 49 30.55609(W) AD(       ) 1
 BT2359  NGVD 29 (12/04/92)  139.6    (m)          458.     (f) GPS OBS        
 BT2359
 BT2359.Superseded values are not recommended for survey control.
 BT2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2359.See file dsdata.txt to determine how the superseded data were derived.
 BT2359
 BT2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1157185746(NAD 83)
 BT2359_MARKER: DD = SURVEY DISK
 BT2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2359_SP_SET: CONCRETE POST
 BT2359_STAMPING: 16-5 1991
 BT2359_MARK LOGO: ALHD  
 BT2359_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2359+STABILITY: SURFACE MOTION
 BT2359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2359+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2359
 BT2359  HISTORY     - Date     Condition        Report By
 BT2359  HISTORY     - 1991     MONUMENTED       ALHD
 BT2359
 BT2359                          STATION DESCRIPTION
 BT2359
 BT2359'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2359'THE STATION IS LOCATED IN COFFEE COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2359'ALA 51, ABOUT 10.00 MI (16.09 KM) NORTHEAST OF NEW BROCKTON AND ABOUT
 BT2359'12.80 MI (20.60 KM) NORTH - NORTHEAST OF ENTERPRISE.
 BT2359'TO REACH THE STATION FROM THE JUNCTION OF U. S. 84 AND ALA 51 (MILE
 BT2359'POST 0 ON ALA 51 AND MILE POST 180.60 ON U. S. 84) IN ENTERPRISE,
 BT2359'DRIVE NORTH ON ALA 51 5.80 MI (9.33 KM) TO ALA 167 LEFT AND RIGHT AT
 BT2359'A STOP SIGN, CONTINUE NORTH ON ALA 51 6.60 MI (10.62 KM) TO MILE POST
 BT2359'12.40 AND THE STATION ON THE LEFT.
 BT2359'THE STATION IS 51.0 FT (15.5 M) NORTH - NORTHWEST OF THE CENTERLINE OF
 BT2359'ALA 51, 2.2 FT (0.7 M) SOUTH - SOUTHEAST OF A CARSONITE WITNESS POST,
 BT2359'AND SET FLUSH WITH THE GROUND.
 BT2359'TRIANGULATION STATION MIXONS 1943 MAY BE USED AS AN AZIMUTH FOR THIS
 BT2359'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2156 ***********************************************************************
 BU2156  DESIGNATION -  16 51
 BU2156  PID         -  BU2156
 BU2156  STATE/COUNTY-  AL/COFFEE
 BU2156  USGS QUAD   -  INO (1986)
 BU2156
 BU2156                         *CURRENT SURVEY CONTROL
 BU2156  ___________________________________________________________________
 BU2156* NAD 83(1992)-  31 21 23.09802(N)    086 01 06.01676(W)     ADJUSTED  
 BU2156* NAVD 88     -       110.5    (meters)     363.     (feet)  GPS OBS   
 BU2156  ___________________________________________________________________
 BU2156  X           -     378,544.135 (meters)                     COMP
 BU2156  Y           -  -5,438,446.512 (meters)                     COMP
 BU2156  Z           -   3,299,746.105 (meters)                     COMP
 BU2156  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BU2156  ELLIP HEIGHT-          83.86  (meters)          (07/29/02) GPS OBS
 BU2156  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BU2156
 BU2156  HORZ ORDER  -  FIRST
 BU2156  ELLP ORDER  -  FOURTH    CLASS I
 BU2156
 BU2156.The horizontal coordinates were established by GPS observations
 BU2156.and adjusted by the National Geodetic Survey in March 1994..
 BU2156
 BU2156.The orthometric height was determined by GPS observations and a
 BU2156.high-resolution geoid model.
 BU2156
 BU2156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2156
 BU2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2156
 BU2156.The ellipsoidal height was determined by GPS observations
 BU2156.and is referenced to NAD 83.
 BU2156
 BU2156.The geoid height was determined by GEOID03.
 BU2156
 BU2156;                    North         East     Units Scale Factor Converg.
 BU2156;SPC AL E     -    94,960.338   182,398.014   MT  0.99996382   -0 05 46.6
 BU2156;UTM  16      - 3,469,519.115   593,367.146   MT  0.99970752   +0 30 39.1
 BU2156
 BU2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2156!SPC AL E     -   0.99998683  x   0.99996382  =   0.99995065
 BU2156!UTM  16      -   0.99998683  x   0.99970752  =   0.99969436
 BU2156
 BU2156:                Primary Azimuth Mark                     Grid Az
 BU2156:SPC AL E     -  16 52                                    001 08 11.3
 BU2156:UTM  16      -  16 52                                    000 31 45.6
 BU2156
 BU2156|---------------------------------------------------------------------|
 BU2156| PID    Reference Object                     Distance      Geod. Az  |
 BU2156|                                                           dddmmss.s |
 BU2156| BU2157 16 52                               452.440 METERS 0010224.7 |
 BU2156|---------------------------------------------------------------------|
 BU2156
 BU2156                          SUPERSEDED SURVEY CONTROL
 BU2156
 BU2156  ELLIP H (03/24/94)   83.89   (m)                       GP(       ) 4 1
 BU2156  NGVD 29 (05/23/94)  110.6    (m)          363.     (f) GPS OBS        
 BU2156
 BU2156.Superseded values are not recommended for survey control.
 BU2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2156.See file dsdata.txt to determine how the superseded data were derived.
 BU2156
 BU2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9336769519(NAD 83)
 BU2156_MARKER: DD = SURVEY DISK
 BU2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2156_SP_SET: CONCRETE POST
 BU2156_STAMPING: 16-51 1993
 BU2156_MARK LOGO: ALHD  
 BU2156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2156+STABILITY: SURFACE MOTION
 BU2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2156+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2156
 BU2156  HISTORY     - Date     Condition        Report By
 BU2156  HISTORY     - 1993     MONUMENTED       ALHD
 BU2156
 BU2156                          STATION DESCRIPTION
 BU2156
 BU2156'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2156'THE STATION IS LOCATED IN COFFEE COUNTY ON THE EAST RIGHT OF WAY OF A
 BU2156'COUNTY GRAVEL ROAD, ABOUT 4.70 MI (7.56 KM) SOUTHEAST OF ELBA AND
 BU2156'ABOUT 5.50 MI (8.85 KM) SOUTHWEST OF NEW BROCKTON.
 BU2156'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 87 SOUTH
 BU2156'(MILE POST 31.95 ON ALA 87 AND MILE POST 169.15 ON U.S. 84) IN ELBA,
 BU2156'DRIVE SOUTH ON ALA 87 FOR 6.30 MI (10.14 KM) TO MILE POST 25.65 AND
 BU2156'COFFEE COUNTY ROAD NO. 43 (514) ON THE LEFT, TURN LEFT ON COFFEE
 BU2156'COUNTY ROAD NO. 43 (514) AND DRIVE NORTHEAST FOR 1.05 MI (1.69 KM) TO
 BU2156'A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 BU2156'NORTHWEST FOR 1.30 MI (2.09 KM) TO THE STATION ON THE RIGHT.
 BU2156'THE STATION IS 3.2 FT (1.0 M) WEST OF THE BOUNDRY FENCE OF STINSON
 BU2156'ARMY AIR FIELD, 39.0 FT (11.9 M) EAST OF THE CENTER OF THE GRAVEL
 BU2156'ROAD, 160.4 FT (48.9 M) SOUTH OF THE SOUTH ONE OF TWO CONNECTED POSTS
 BU2156'IN THE FENCE LINE, 266.0 FT (81.1 M) NORTH OF THE SOUTHWEST CORNER OF
 BU2156'THE BOUNDRY FENCE, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST,
 BU2156'AND SET FLUSH WITH THE GROUND.
 BU2156'STATION 16-52 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2157 ***********************************************************************
 BU2157  DESIGNATION -  16 52
 BU2157  PID         -  BU2157
 BU2157  STATE/COUNTY-  AL/COFFEE
 BU2157  USGS QUAD   -  INO (1986)
 BU2157
 BU2157                         *CURRENT SURVEY CONTROL
 BU2157  ___________________________________________________________________
 BU2157* NAD 83(1992)-  31 21 37.78579(N)    086 01 05.70598(W)     ADJUSTED  
 BU2157* NAVD 88     -       111.2    (meters)     365.     (feet)  GPS OBS   
 BU2157  ___________________________________________________________________
 BU2157  X           -     378,536.025 (meters)                     COMP
 BU2157  Y           -  -5,438,211.713 (meters)                     COMP
 BU2157  Z           -   3,300,132.772 (meters)                     COMP
 BU2157  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BU2157  ELLIP HEIGHT-          84.58  (meters)          (07/29/02) GPS OBS
 BU2157  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BU2157
 BU2157  HORZ ORDER  -  FIRST
 BU2157  ELLP ORDER  -  FOURTH    CLASS I
 BU2157
 BU2157.The horizontal coordinates were established by GPS observations
 BU2157.and adjusted by the National Geodetic Survey in March 1994..
 BU2157
 BU2157.The orthometric height was determined by GPS observations and a
 BU2157.high-resolution geoid model.
 BU2157
 BU2157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2157
 BU2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2157
 BU2157.The ellipsoidal height was determined by GPS observations
 BU2157.and is referenced to NAD 83.
 BU2157
 BU2157.The geoid height was determined by GEOID03.
 BU2157
 BU2157;                    North         East     Units Scale Factor Converg.
 BU2157;SPC AL E     -    95,412.673   182,406.987   MT  0.99996382   -0 05 46.4
 BU2157;UTM  16      - 3,469,971.404   593,371.325   MT  0.99970753   +0 30 39.5
 BU2157
 BU2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2157!SPC AL E     -   0.99998672  x   0.99996382  =   0.99995054
 BU2157!UTM  16      -   0.99998672  x   0.99970753  =   0.99969425
 BU2157
 BU2157:                Primary Azimuth Mark                     Grid Az
 BU2157:SPC AL E     -  16 51                                    181 08 11.3
 BU2157:UTM  16      -  16 51                                    180 31 45.4
 BU2157
 BU2157|---------------------------------------------------------------------|
 BU2157| PID    Reference Object                     Distance      Geod. Az  |
 BU2157|                                                           dddmmss.s |
 BU2157| BU2156 16 51                               452.440 METERS 1810224.9 |
 BU2157|---------------------------------------------------------------------|
 BU2157
 BU2157                          SUPERSEDED SURVEY CONTROL
 BU2157
 BU2157  ELLIP H (03/24/94)   84.60   (m)                       GP(       ) 4 1
 BU2157  NGVD 29 (05/23/94)  111.3    (m)          365.     (f) GPS OBS        
 BU2157
 BU2157.Superseded values are not recommended for survey control.
 BU2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2157.See file dsdata.txt to determine how the superseded data were derived.
 BU2157
 BU2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9337169971(NAD 83)
 BU2157_MARKER: DD = SURVEY DISK
 BU2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2157_SP_SET: CONCRETE POST
 BU2157_STAMPING: 16-52 1993
 BU2157_MARK LOGO: ALHD  
 BU2157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2157+STABILITY: SURFACE MOTION
 BU2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2157+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2157
 BU2157  HISTORY     - Date     Condition        Report By
 BU2157  HISTORY     - 1993     MONUMENTED       ALHD
 BU2157
 BU2157                          STATION DESCRIPTION
 BU2157
 BU2157'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2157'THE STATION IS LOCATED IN COFFEE COUNTY ON THE EAST RIGHT OF WAY OF A
 BU2157'COUNTY GRAVEL ROAD, ABOUT 4.30 MI (6.92 KM) SOUTHEAST OF ELBA AND
 BU2157'ABOUT 5.45 MI (8.77 KM) SOUTHWEST OF NEW BROCKTON.
 BU2157'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 87 SOUTH
 BU2157'(MILE POST 31.95 ON ALA 87 AND MILE POST 169.15 ON U.S. 84) IN ELBA,
 BU2157'DRIVE SOUTH ON ALA 87 FOR 6.30 MI (10.14 KM) TO MILE POST 25.65 AND
 BU2157'COFFEE COUNTY ROAD NO. 43 (514) ON THE LEFT, TURN LEFT ON COFFEE
 BU2157'COUNTY ROAD NO. 43 (514) AND DRIVE NORTHEAST FOR 1.05 MI (1.69 KM) TO
 BU2157'A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 BU2157'NORTHWEST FOR 1.60 MI (2.57 KM) TO THE STATION ON THE RIGHT.
 BU2157'THE STATION IS 3.2 FT (1.0 M) WEST-SOUTHWEST OF THE BOUNDRY FENCE OF
 BU2157'STINSON ARMY AIR FIELD, 37.0 FT (11.3 M) EAST-NORTHEAST OF THE CENTER
 BU2157'OF THE GRAVEL ROAD, 65.9 FT (20.1 M) SOUTH-SOUTHEAST OF THE SOUTH ONE
 BU2157'OF TWO CONNECTED POSTS IN THE FENCE LINE, 244.0 FT (74.4 M) NORTH OF
 BU2157'THE NORTH ONE OF TWO CONNECTED POSTS IN THE FENCE LINE, 3.0 FT
 BU2157'(0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2157'GROUND.
 BU2157'STATION 16-51 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2447 ***********************************************************************
 BT2447  DESIGNATION -  16 57
 BT2447  PID         -  BT2447
 BT2447  STATE/COUNTY-  AL/COFFEE
 BT2447  USGS QUAD   -  NEW BROCKTON (1990)
 BT2447
 BT2447                         *CURRENT SURVEY CONTROL
 BT2447  ___________________________________________________________________
 BT2447* NAD 83(1992)-  31 26 49.55115(N)    085 53 27.91081(W)     ADJUSTED  
 BT2447* NAVD 88     -       128.6    (meters)     422.     (feet)  GPS OBS   
 BT2447  ___________________________________________________________________
 BT2447  X           -     390,247.507 (meters)                     COMP
 BT2447  Y           -  -5,432,382.560 (meters)                     COMP
 BT2447  Z           -   3,308,337.534 (meters)                     COMP
 BT2447  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 BT2447  ELLIP HEIGHT-         102.09  (meters)          (07/29/02) GPS OBS
 BT2447  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BT2447
 BT2447  HORZ ORDER  -  FIRST
 BT2447  ELLP ORDER  -  FOURTH    CLASS I
 BT2447
 BT2447.The horizontal coordinates were established by GPS observations
 BT2447.and adjusted by the National Geodetic Survey in March 1994..
 BT2447
 BT2447.The orthometric height was determined by GPS observations and a
 BT2447.high-resolution geoid model.
 BT2447
 BT2447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2447
 BT2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2447
 BT2447.The ellipsoidal height was determined by GPS observations
 BT2447.and is referenced to NAD 83.
 BT2447
 BT2447.The geoid height was determined by GEOID03.
 BT2447
 BT2447;                    North         East     Units Scale Factor Converg.
 BT2447;SPC AL E     -   105,001.021   194,510.463   MT  0.99996037   -0 01 48.5
 BT2447;UTM  16      - 3,479,685.308   605,369.502   MT  0.99973694   +0 34 42.9
 BT2447
 BT2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2447!SPC AL E     -   0.99998397  x   0.99996037  =   0.99994434
 BT2447!UTM  16      -   0.99998397  x   0.99973694  =   0.99972091
 BT2447
 BT2447:                Primary Azimuth Mark                     Grid Az
 BT2447:SPC AL E     -  16 58                                    120 07 26.4
 BT2447:UTM  16      -  16 58                                    119 30 55.0
 BT2447
 BT2447|---------------------------------------------------------------------|
 BT2447| PID    Reference Object                     Distance      Geod. Az  |
 BT2447|                                                           dddmmss.s |
 BT2447| BT2448 16 58                               431.973 METERS 1200537.9 |
 BT2447|---------------------------------------------------------------------|
 BT2447
 BT2447                          SUPERSEDED SURVEY CONTROL
 BT2447
 BT2447  ELLIP H (03/24/94)  102.11   (m)                       GP(       ) 4 1
 BT2447  NGVD 29 (05/23/94)  128.6    (m)          422.     (f) GPS OBS        
 BT2447
 BT2447.Superseded values are not recommended for survey control.
 BT2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2447.See file dsdata.txt to determine how the superseded data were derived.
 BT2447
 BT2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0537079685(NAD 83)
 BT2447_MARKER: DD = SURVEY DISK
 BT2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2447_SP_SET: CONCRETE POST
 BT2447_STAMPING: 16-57 1993
 BT2447_MARK LOGO: ALHD  
 BT2447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2447+STABILITY: SURFACE MOTION
 BT2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2447+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2447
 BT2447  HISTORY     - Date     Condition        Report By
 BT2447  HISTORY     - 1993     MONUMENTED       ALHD
 BT2447
 BT2447                          STATION DESCRIPTION
 BT2447
 BT2447'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2447'THE STATION IS IN COFFEE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 BT2447'COFFEE COUNTY ROAD 154 ABOUT 10.40 MI (16.74 KM) EAST OF ELBA AND
 BT2447'ABOUT 9.25 MI (14.89 KM) NORTH OF ENTERPRISE.
 BT2447'TO REACH THE STATION FROM THE JUNCTION OF AL 167 NORTH AND U.S. 84
 BT2447'(MILEPOST 27.37 ON AL 167 AND MILEPOST 182.11 ON U.S. 84) IN
 BT2447'ENTERPRISE, DRIVE NORTH ON AL 167 FOR 8.20 MI (13.20 KM) TO MILEPOST
 BT2447'35.55 AND COFFEE COUNTY ROAD 154 RIGHT. TURN RIGHT ON COFFEE COUNTY
 BT2447'ROAD 154 AND DRIVE SOUTHEAST FOR 0.25 MI (0.40 KM) TO THE STATION ON
 BT2447'THE RIGHT.
 BT2447'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF A TWO STRAND ELECTRIC
 BT2447'FENCE ON STEEL RODS, 37.6 FT (11.5 M) SOUTH-SOUTHWEST OF THE
 BT2447'CENTERLINE OF COFFEE COUNTY ROAD 154 AND 100.2 FT (30.5 M)
 BT2447'WEST-SOUTHWEST OF A POWER POLE ACROSS THE ROAD.
 BT2447'STATION 16-58 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2448 ***********************************************************************
 BT2448  DESIGNATION -  16 58
 BT2448  PID         -  BT2448
 BT2448  STATE/COUNTY-  AL/COFFEE
 BT2448  USGS QUAD   -  NEW BROCKTON (1990)
 BT2448
 BT2448                         *CURRENT SURVEY CONTROL
 BT2448  ___________________________________________________________________
 BT2448* NAD 83(1992)-  31 26 42.51832(N)    085 53 13.75645(W)     ADJUSTED  
 BT2448* NAVD 88     -       130.3    (meters)     427.     (feet)  GPS OBS   
 BT2448  ___________________________________________________________________
 BT2448  X           -     390,628.497 (meters)                     COMP
 BT2448  Y           -  -5,432,469.927 (meters)                     COMP
 BT2448  Z           -   3,308,153.625 (meters)                     COMP
 BT2448  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BT2448  ELLIP HEIGHT-         103.79  (meters)          (07/29/02) GPS OBS
 BT2448  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BT2448
 BT2448  HORZ ORDER  -  FIRST
 BT2448  ELLP ORDER  -  FOURTH    CLASS I
 BT2448
 BT2448.The horizontal coordinates were established by GPS observations
 BT2448.and adjusted by the National Geodetic Survey in March 1994..
 BT2448
 BT2448.The orthometric height was determined by GPS observations and a
 BT2448.high-resolution geoid model.
 BT2448
 BT2448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2448
 BT2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2448
 BT2448.The ellipsoidal height was determined by GPS observations
 BT2448.and is referenced to NAD 83.
 BT2448
 BT2448.The geoid height was determined by GEOID03.
 BT2448
 BT2448;                    North         East     Units Scale Factor Converg.
 BT2448;SPC AL E     -   104,784.234   194,884.079   MT  0.99996032   -0 01 41.1
 BT2448;UTM  16      - 3,479,472.550   605,745.316   MT  0.99973792   +0 34 50.2
 BT2448
 BT2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2448!SPC AL E     -   0.99998370  x   0.99996032  =   0.99994402
 BT2448!UTM  16      -   0.99998370  x   0.99973792  =   0.99972163
 BT2448
 BT2448:                Primary Azimuth Mark                     Grid Az
 BT2448:SPC AL E     -  16 57                                    300 07 26.4
 BT2448:UTM  16      -  16 57                                    299 30 55.1
 BT2448
 BT2448|---------------------------------------------------------------------|
 BT2448| PID    Reference Object                     Distance      Geod. Az  |
 BT2448|                                                           dddmmss.s |
 BT2448| BT2447 16 57                               431.973 METERS 3000545.3 |
 BT2448|---------------------------------------------------------------------|
 BT2448
 BT2448                          SUPERSEDED SURVEY CONTROL
 BT2448
 BT2448  ELLIP H (03/24/94)  103.81   (m)                       GP(       ) 4 1
 BT2448  NGVD 29 (05/23/94)  130.3    (m)          427.     (f) GPS OBS        
 BT2448
 BT2448.Superseded values are not recommended for survey control.
 BT2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2448.See file dsdata.txt to determine how the superseded data were derived.
 BT2448
 BT2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0574579473(NAD 83)
 BT2448_MARKER: DD = SURVEY DISK
 BT2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2448_SP_SET: CONCRETE POST
 BT2448_STAMPING: 16-58 1993
 BT2448_MARK LOGO: ALHD  
 BT2448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2448+STABILITY: SURFACE MOTION
 BT2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2448+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2448
 BT2448  HISTORY     - Date     Condition        Report By
 BT2448  HISTORY     - 1993     MONUMENTED       ALHD
 BT2448
 BT2448                          STATION DESCRIPTION
 BT2448
 BT2448'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2448'THE STATION IS IN COFFEE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 BT2448'COFFEE COUNTY ROAD 154 ABOUT 10.70 MI (17.22 KM) EAST OF ELBA AND
 BT2448'ABOUT 9.10 MI (14.64 KM) NORTH OF ENTERPRISE.
 BT2448'TO REACH THE STATION FROM THE JUNCTION OF AL 167 NORTH AND U.S. 84
 BT2448'(MILEPOST 27.37 ON AL 167 AND MILEPOST 182.11 ON U.S. 84) IN
 BT2448'ENTERPRISE, DRIVE NORTH ON AL 167 FOR 8.20 MI (13.20 KM) TO MILEPOST
 BT2448'35.55 AND COFFEE COUNTY ROAD 154 RIGHT. TURN RIGHT ON COFFEE COUNTY
 BT2448'ROAD 154 AND DRIVE SOUTHEAST FOR 0.55 MI (0.89 KM) TO THE STATION ON
 BT2448'THE LEFT.
 BT2448'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A ONE STRAND BARBED WIRE
 BT2448'FENCE ON STEEL RODS, 40.5 FT (12.3 M) NORTHEAST OF THE CENTERLINE OF
 BT2448'COFFEE COUNTY ROAD 154, 45.0 FT (13.7 M) SOUTHEAST OF THE EAST POST
 BT2448'OF A DOUBLE METAL GATE LEADING INTO A FIELD, 64.4 FT (19.6 M)
 BT2448'SOUTHEAST OF THE WEST POST OF A DOUBLE METAL GATE LEADING INTO A FIELD
 BT2448'AND 99.1 FT (30.2 M) SOUTHEAST OF AN ANGLE POWER POLE WITH ONE GUY
 BT2448'WIRE
 BT2448'STATION 16-57 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2449 ***********************************************************************
 BT2449  DESIGNATION -  16 59
 BT2449  PID         -  BT2449
 BT2449  STATE/COUNTY-  AL/COFFEE
 BT2449  USGS QUAD   -  NEW BROCKTON (1990)
 BT2449
 BT2449                         *CURRENT SURVEY CONTROL
 BT2449  ___________________________________________________________________
 BT2449* NAD 83(1992)-  31 28 06.01182(N)    085 59 49.50852(W)     ADJUSTED  
 BT2449* NAVD 88     -        97.1    (meters)     319.     (feet)  GPS OBS   
 BT2449  ___________________________________________________________________
 BT2449  X           -     380,109.061 (meters)                     COMP
 BT2449  Y           -  -5,431,842.420 (meters)                     COMP
 BT2449  Z           -   3,310,329.924 (meters)                     COMP
 BT2449  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 BT2449  ELLIP HEIGHT-          70.56  (meters)          (07/29/02) GPS OBS
 BT2449  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BT2449
 BT2449  HORZ ORDER  -  FIRST
 BT2449  ELLP ORDER  -  FOURTH    CLASS I
 BT2449
 BT2449.The horizontal coordinates were established by GPS observations
 BT2449.and adjusted by the National Geodetic Survey in March 1994..
 BT2449
 BT2449.The orthometric height was determined by GPS observations and a
 BT2449.high-resolution geoid model.
 BT2449
 BT2449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2449
 BT2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2449
 BT2449.The ellipsoidal height was determined by GPS observations
 BT2449.and is referenced to NAD 83.
 BT2449
 BT2449.The geoid height was determined by GEOID03.
 BT2449
 BT2449;                    North         East     Units Scale Factor Converg.
 BT2449;SPC AL E     -   107,366.025   184,438.517   MT  0.99996299   -0 05 07.7
 BT2449;UTM  16      - 3,481,942.607   595,275.388   MT  0.99971196   +0 31 24.9
 BT2449
 BT2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2449!SPC AL E     -   0.99998892  x   0.99996299  =   0.99995191
 BT2449!UTM  16      -   0.99998892  x   0.99971196  =   0.99970088
 BT2449
 BT2449:                Primary Azimuth Mark                     Grid Az
 BT2449:SPC AL E     -  16 60                                    080 36 11.2
 BT2449:UTM  16      -  16 60                                    079 59 38.6
 BT2449
 BT2449|---------------------------------------------------------------------|
 BT2449| PID    Reference Object                     Distance      Geod. Az  |
 BT2449|                                                           dddmmss.s |
 BT2449| BT2450 16 60                               414.687 METERS 0803103.5 |
 BT2449|---------------------------------------------------------------------|
 BT2449
 BT2449                          SUPERSEDED SURVEY CONTROL
 BT2449
 BT2449  ELLIP H (03/24/94)   70.58   (m)                       GP(       ) 4 1
 BT2449  NGVD 29 (05/23/94)   97.1    (m)          319.     (f) GPS OBS        
 BT2449
 BT2449.Superseded values are not recommended for survey control.
 BT2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2449.See file dsdata.txt to determine how the superseded data were derived.
 BT2449
 BT2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9527581943(NAD 83)
 BT2449_MARKER: DD = SURVEY DISK
 BT2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2449_SP_SET: CONCRETE POST
 BT2449_STAMPING: 16-59 1993
 BT2449_MARK LOGO: ALHD  
 BT2449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2449+STABILITY: SURFACE MOTION
 BT2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2449+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2449
 BT2449  HISTORY     - Date     Condition        Report By
 BT2449  HISTORY     - 1993     MONUMENTED       ALHD
 BT2449
 BT2449                          STATION DESCRIPTION
 BT2449
 BT2449'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2449'THE STATION IS IN COFFEE COUNTY ON THE NORTH RIGHT OF WAY OF COFFEE
 BT2449'COUNTY ROAD 228 ABOUT 5.55 MI (8.93 KM) NORTHEAST OF ELBA AND ABOUT
 BT2449'6.90 MI (11.10 KM) NORTHWEST OF NEW BROCKTON.
 BT2449'TO REACH THE STATION FROM THE JUNCTION OF AL 203 AND AL 125 (MILEPOST
 BT2449'0.87 ON AL 125 AND MILEPOST 3.08 ON AL 203) IN ELBA, DRIVE NORTHEAST
 BT2449'ON AL 125 FOR 1.90 MI (3.06 KM) TO MILEPOST 2.75 AND COFFEE COUNTY
 BT2449'ROAD 239 RIGHT. TURN RIGHT ON COFFEE COUNTY ROAD 239 AND DRIVE
 BT2449'NORTHEAST FOR 2.20 MI (3.54 KM) TO A T-INTERSECTION WITH COFFEE
 BT2449'COUNTY ROAD 239 STRAIGHT AHEAD AND COFFEE COUNTY ROAD 235 LEFT. TURN
 BT2449'LEFT ON COFFEE COUNTY ROAD 235 AND DRIVE NORTH FOR 0.70 MI (1.13 KM)
 BT2449'TO ANOTHER T-INTERSECTION WITH COFFEE COUNTY ROAD 235 STRAIGHT AHEAD
 BT2449'AND COFFEE COUNTY ROAD 228 RIGHT. TURN RIGHT ON COFFEE COUNTY ROAD
 BT2449'228 AND DRIVE EAST FOR 1.10 MI (1.77 KM) TO THE STATION ON THE LEFT.
 BT2449'THE STATION IS 29.2 FT (8.9 M) NORTHWEST OF THE TOP OF THE WEST END OF
 BT2449'AN EIGHTEEN-INCH DRAINAGE PIPE UNDER A DRIVEWAY LEADING NORTH, 42.8
 BT2449'FT (13.0 M) WEST-NORTHWEST OF THE TOP OF THE EAST END OF AN
 BT2449'EIGHTEEN-INCH DRAINAGE PIPE UNDER A DRIVEWAY LEADING NORTH, 59.2 FT
 BT2449'(18.0 M) NORTH-NORTHWEST OF THE CENTERLINE OF COFFEE COUNTY ROAD 228,
 BT2449'103.0 FT (31.4 M) NORTH-NORTHWEST OF THE CENTER OF THE FRONT DOOR OF
 BT2449'AN OLD ABANDONED WOOD FRAME HOUSE ACROSS THE ROAD AND 150.1 FT
 BT2449'(45.8 M) WEST-SOUTHWEST OF AN ANGLE POWER POLE WITH ONE GUY WIRE.
 BT2449'STATION 16-60 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2360 ***********************************************************************
 BT2360  DESIGNATION -  16 6
 BT2360  PID         -  BT2360
 BT2360  STATE/COUNTY-  AL/COFFEE
 BT2360  USGS QUAD   -  ENTERPRISE (1981)
 BT2360
 BT2360                         *CURRENT SURVEY CONTROL
 BT2360  ___________________________________________________________________
 BT2360* NAD 83(1992)-  31 21 38.49323(N)    085 50 37.34324(W)     ADJUSTED  
 BT2360* NAVD 88     -       116.1    (meters)     381.     (feet)  GPS OBS   
 BT2360  ___________________________________________________________________
 BT2360  X           -     395,100.629 (meters)                     COMP
 BT2360  Y           -  -5,437,026.168 (meters)                     COMP
 BT2360  Z           -   3,300,153.923 (meters)                     COMP
 BT2360  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BT2360  ELLIP HEIGHT-          89.47  (meters)          (07/29/02) GPS OBS
 BT2360  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BT2360
 BT2360  HORZ ORDER  -  FIRST
 BT2360  ELLP ORDER  -  FOURTH    CLASS I
 BT2360
 BT2360.The horizontal coordinates were established by GPS observations
 BT2360.and adjusted by the National Geodetic Survey in December 1992..
 BT2360
 BT2360.The orthometric height was determined by GPS observations and a
 BT2360.high-resolution geoid model.
 BT2360
 BT2360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2360
 BT2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2360
 BT2360.The ellipsoidal height was determined by GPS observations
 BT2360.and is referenced to NAD 83.
 BT2360
 BT2360.The geoid height was determined by GEOID03.
 BT2360
 BT2360;                    North         East     Units Scale Factor Converg.
 BT2360;SPC AL E     -    95,419.732   199,013.111   MT  0.99996001   -0 00 19.4
 BT2360;UTM  16      - 3,470,154.405   609,972.562   MT  0.99974917   +0 36 06.6
 BT2360
 BT2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2360!SPC AL E     -   0.99998595  x   0.99996001  =   0.99994596
 BT2360!UTM  16      -   0.99998595  x   0.99974917  =   0.99973512
 BT2360
 BT2360                          SUPERSEDED SURVEY CONTROL
 BT2360
 BT2360  NAD 83(1986)-  31 21 38.50618(N)    085 50 37.34756(W) AD(       ) 1
 BT2360  NGVD 29 (12/04/92)  116.2    (m)          381.     (f) GPS OBS        
 BT2360
 BT2360.Superseded values are not recommended for survey control.
 BT2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2360.See file dsdata.txt to determine how the superseded data were derived.
 BT2360
 BT2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0997370154(NAD 83)
 BT2360_MARKER: DD = SURVEY DISK
 BT2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2360_SP_SET: CONCRETE POST
 BT2360_STAMPING: 16-6 1991
 BT2360_MARK LOGO: ALHD  
 BT2360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2360+STABILITY: SURFACE MOTION
 BT2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2360+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2360
 BT2360  HISTORY     - Date     Condition        Report By
 BT2360  HISTORY     - 1991     MONUMENTED       ALHD
 BT2360
 BT2360                          STATION DESCRIPTION
 BT2360
 BT2360'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2360'THE STATION IS LOCATED IN COFFEE COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2360'ARMY ON SHELL ARMY AIRFIELD, ABOUT 3.20 MI (5.15 KM) NORTH-NORTHEAST
 BT2360'OF ENTERPRISE AND ABOUT 5.35 MI (8.61 KM) EAST-SOUTHEAST OF NEW
 BT2360'BROCKTON.
 BT2360'TO REACH THE STATION FROM THE NORTH SIDE OF THE ENTERPRISE BY PASS AND
 BT2360'ALA 27 (MILE POST 29.10 ON ALA 27 AND MILE POST 183.55 ON THE
 BT2360'ENTERPRISE BY PASS) IN ENTERPRISE, DRIVE NORTH ON ALA 27 FOR 3.15 MI
 BT2360'(5.07 KM) TO MILE POST 32.25 AND COFFEE COUNTY ROAD NO. 48 LEFT AND
 BT2360'RIGHT, TURN LEFT ON COFFEE COUNTY ROAD NO. 48 AND DRIVE WEST FOR 1.75
 BT2360'MI (2.82 KM) TO THE ENTRANCE ROAD TO SHELL FIELD ON THE LEFT, TURN
 BT2360'LEFT ON THE ENTRANCE ROAD AND DRIVE SOUTHEAST FOR 0.05 MI (0.08 KM)
 BT2360'TO A T-INTERSECTION, TURN LEFT ON A PAVED STREET AND DRIVE NORTHEAST
 BT2360'FOR 0.05 MI (0.08 KM) TO A RAMP ON THE RIGHT BETWEEN A METAL QUONSET
 BT2360'HUT AND THE CONTROL TOWER, TURN RIGHT ON THE RAMP AND DRIVE SOUTHEAST
 BT2360'FOR 0.05 MI (0.08 KM) TO THE NORTH EDGE OF A PARKING APRON, TURN LEFT
 BT2360'IN FRONT OF THE QUONSET HUT AND DRIVE NORTHEAST ALONG A TRACK ROAD
 BT2360'FOR 0.25 MI (0.40 KM) TO THE STATION 16-7, TURN RIGHT ALONG THE
 BT2360'NORTHEAST SIDE OF THE FIELD AND DRIVE SOUTHEAST FOR 0.55 MI
 BT2360'(0.89 KM) TO THE STATION.
 BT2360'THE STATION IS 147.0 FT (44.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF
 BT2360'RUNWAY 5, 217.0 FT (66.1 M) EAST OF THE SOUTHWEST CORNER OF A
 BT2360'CONCRETE LANDING PAD IN RUNWAY 5, 2.6 FT (0.8 M) WEST OF A CARSONITE
 BT2360'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2360'STATION 16-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2360'BEFORE USING THIS STATION AT ANY TIME, GO TO THE OPERATIONS BUILDING,
 BT2360'LOCATED AT THE CONTROL TOWER, AND ADVISE FIELD PERSONNEL OF YOUR
 BT2360'PRESENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2450 ***********************************************************************
 BT2450  DESIGNATION -  16 60
 BT2450  PID         -  BT2450
 BT2450  STATE/COUNTY-  AL/COFFEE
 BT2450  USGS QUAD   -  NEW BROCKTON (1990)
 BT2450
 BT2450                         *CURRENT SURVEY CONTROL
 BT2450  ___________________________________________________________________
 BT2450* NAD 83(1992)-  31 28 08.22970(N)    085 59 34.01428(W)     ADJUSTED  
 BT2450* NAVD 88     -        89.5    (meters)     294.     (feet)  GPS OBS   
 BT2450  ___________________________________________________________________
 BT2450  X           -     380,514.151 (meters)                     COMP
 BT2450  Y           -  -5,431,771.889 (meters)                     COMP
 BT2450  Z           -   3,310,384.267 (meters)                     COMP
 BT2450  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 BT2450  ELLIP HEIGHT-          63.05  (meters)          (07/29/02) GPS OBS
 BT2450  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BT2450
 BT2450  HORZ ORDER  -  FIRST
 BT2450  ELLP ORDER  -  FOURTH    CLASS I
 BT2450
 BT2450.The horizontal coordinates were established by GPS observations
 BT2450.and adjusted by the National Geodetic Survey in March 1994..
 BT2450
 BT2450.The orthometric height was determined by GPS observations and a
 BT2450.high-resolution geoid model.
 BT2450
 BT2450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2450
 BT2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2450
 BT2450.The ellipsoidal height was determined by GPS observations
 BT2450.and is referenced to NAD 83.
 BT2450
 BT2450.The geoid height was determined by GEOID03.
 BT2450
 BT2450;                    North         East     Units Scale Factor Converg.
 BT2450;SPC AL E     -   107,433.729   184,847.625   MT  0.99996283   -0 04 59.7
 BT2450;UTM  16      - 3,482,014.639   595,683.650   MT  0.99971292   +0 31 33.0
 BT2450
 BT2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2450!SPC AL E     -   0.99999010  x   0.99996283  =   0.99995293
 BT2450!UTM  16      -   0.99999010  x   0.99971292  =   0.99970302
 BT2450
 BT2450:                Primary Azimuth Mark                     Grid Az
 BT2450:SPC AL E     -  16 59                                    260 36 11.3
 BT2450:UTM  16      -  16 59                                    259 59 38.6
 BT2450
 BT2450|---------------------------------------------------------------------|
 BT2450| PID    Reference Object                     Distance      Geod. Az  |
 BT2450|                                                           dddmmss.s |
 BT2450| BT2449 16 59                               414.687 METERS 2603111.6 |
 BT2450|---------------------------------------------------------------------|
 BT2450
 BT2450                          SUPERSEDED SURVEY CONTROL
 BT2450
 BT2450  ELLIP H (03/24/94)   63.06   (m)                       GP(       ) 4 1
 BT2450  NGVD 29 (05/23/94)   89.6    (m)          294.     (f) GPS OBS        
 BT2450
 BT2450.Superseded values are not recommended for survey control.
 BT2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2450.See file dsdata.txt to determine how the superseded data were derived.
 BT2450
 BT2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9568482015(NAD 83)
 BT2450_MARKER: DD = SURVEY DISK
 BT2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2450_SP_SET: CONCRETE POST
 BT2450_STAMPING: 16-60 1993
 BT2450_MARK LOGO: ALHD  
 BT2450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2450+STABILITY: SURFACE MOTION
 BT2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2450+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2450
 BT2450  HISTORY     - Date     Condition        Report By
 BT2450  HISTORY     - 1993     MONUMENTED       ALHD
 BT2450
 BT2450                          STATION DESCRIPTION
 BT2450
 BT2450'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2450'THE STATION IS IN COFFEE COUNTY IN THE WEST YARD OF A BRICK HOME ALONG
 BT2450'COFFEE COUNTY ROAD 228 ABOUT 5.70 MI (9.17 KM) NORTHEAST OF ELBA AND
 BT2450'ABOUT 6.80 MI (10.94 KM) NORTHWEST OF NEW BROCKTON.
 BT2450'TO REACH THE STATION FROM THE JUNCTION OF AL 203 AND AL 125 (MILEPOST
 BT2450'0.87 ON AL 125 AND MILEPOST 3.08 ON AL 203) IN ELBA, DRIVE NORTHEAST
 BT2450'ON AL 125 FOR 1.90 MI (3.06 KM) TO MILEPOST 2.75 AND COFFEE COUNTY
 BT2450'ROAD 239 RIGHT. TURN RIGHT ON COFFEE COUNTY ROAD 239 AND DRIVE
 BT2450'NORTHEAST FOR 2.20 MI (3.54 KM) TO A T-INTERSECTION WITH COFFEE
 BT2450'COUNTY ROAD 239 STRAIGHT AHEAD AND COFFFEE COUNTY ROAD 235 LEFT. TURN
 BT2450'LEFT ON COFFEE COUNTY ROAD 235 AND DRIVE NORTH FOR 0.70 MI (1.13 KM)
 BT2450'TO ANOTHER T-INTERSECTION WITH COFFEE COUNTY ROAD 235 STRAIGHT AHEAD
 BT2450'AND COFFEE COUNTY ROAD 228 RIGHT. TURN RIGHT ON COFFEE COUNTY ROAD
 BT2450'228 AND DRIVE EAST FOR 1.35 MI (2.17 KM) TO THE STATION ON THE RIGHT
 BT2450'IN THE WEST YARD OF A BRICK HOME WITH WHITE TRIM.
 BT2450'THE STATION IS 42.4 FT (12.9 M) SOUTHWEST OF A GRAVEL DRIVEWAY LEADING
 BT2450'TO A BRICK HOUSE WITH WHITE TRIM, 98.2 FT (29.9 M) EAST-SOUTHEAST OF
 BT2450'AN ANGLE POWER POLE, 132.6 FT (40.4 M) SOUTHEAST OF TELEPHONE CABLE
 BT2450'PEDESTAL 54, 141.5 FT (43.1 M) SOUTH OF THE CENTERLINE OF COFFEE
 BT2450'COUNTY ROAD 228, 153.4 FT (46.8 M) NORTHWEST OF A POWER POLE WITH ONE
 BT2450'GUY WIRE AND ONE TRANSFORMER AND 162.0 FT (49.4 M) SOUTHEAST OF A
 BT2450'LARGE BLACK MAILBOX ON A TEN-INCH POST.
 BT2450'STATION 16-59 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2450'BEFORE OCCUPYING THIS STATION AT NIGHT PLEASE NOTIFY MR. DALE MOSELEY
 BT2450'(205) 897-2314
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2158 ***********************************************************************
 BU2158  DESIGNATION -  16 61
 BU2158  PID         -  BU2158
 BU2158  STATE/COUNTY-  AL/COFFEE
 BU2158  USGS QUAD   -  ELBA (1983)
 BU2158
 BU2158                         *CURRENT SURVEY CONTROL
 BU2158  ___________________________________________________________________
 BU2158* NAD 83(1992)-  31 22 49.33362(N)    086 05 20.40707(W)     ADJUSTED  
 BU2158* NAVD 88     -        58.0    (meters)     190.     (feet)  GPS OBS   
 BU2158  ___________________________________________________________________
 BU2158  X           -     371,739.150 (meters)                     COMP
 BU2158  Y           -  -5,437,485.156 (meters)                     COMP
 BU2158  Z           -   3,301,986.528 (meters)                     COMP
 BU2158  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 BU2158  ELLIP HEIGHT-          31.31  (meters)          (08/29/05) GPS OBS
 BU2158  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BU2158
 BU2158  HORZ ORDER  -  A
 BU2158  ELLP ORDER  -  FOURTH    CLASS I
 BU2158
 BU2158.The horizontal coordinates were established by GPS observations
 BU2158.and adjusted by the National Geodetic Survey in August 2005..
 BU2158
 BU2158.The orthometric height was determined by GPS observations and a
 BU2158.high-resolution geoid model.
 BU2158
 BU2158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2158
 BU2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2158
 BU2158.The ellipsoidal height was determined by GPS observations
 BU2158.and is referenced to NAD 83.
 BU2158
 BU2158.The geoid height was determined by GEOID03.
 BU2158
 BU2158;                    North         East     Units Scale Factor Converg.
 BU2158;SPC AL E     -    97,629.654   175,680.949   MT  0.99996729   -0 07 59.3
 BU2158;UTM  16      - 3,472,116.393   586,623.956   MT  0.99969255   +0 28 27.8
 BU2158
 BU2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2158!SPC AL E     -   0.99999508  x   0.99996729  =   0.99996237
 BU2158!UTM  16      -   0.99999508  x   0.99969255  =   0.99968763
 BU2158
 BU2158:                Primary Azimuth Mark                     Grid Az
 BU2158:SPC AL E     -  16 62                                    028 56 37.7
 BU2158:UTM  16      -  16 62                                    028 20 10.6
 BU2158
 BU2158|---------------------------------------------------------------------|
 BU2158| PID    Reference Object                     Distance      Geod. Az  |
 BU2158|                                                           dddmmss.s |
 BU2158| BU2159 16 62                               487.311 METERS 0284838.4 |
 BU2158|---------------------------------------------------------------------|
 BU2158
 BU2158                          SUPERSEDED SURVEY CONTROL
 BU2158
 BU2158  ELLIP H (07/29/02)   31.33   (m)                       GP(       ) 4 1
 BU2158  NAD 83(1992)-  31 22 49.33353(N)    086 05 20.40646(W) AD(       ) 1
 BU2158  ELLIP H (03/24/94)   31.36   (m)                       GP(       ) 4 1
 BU2158  NGVD 29 (05/23/94)   58.0    (m)          190.     (f) GPS OBS        
 BU2158
 BU2158.Superseded values are not recommended for survey control.
 BU2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2158.See file dsdata.txt to determine how the superseded data were derived.
 BU2158
 BU2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8662472116(NAD 83)
 BU2158_MARKER: DD = SURVEY DISK
 BU2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2158_SP_SET: CONCRETE POST
 BU2158_STAMPING: 16-61 1993
 BU2158_MARK LOGO: ALHD  
 BU2158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2158+STABILITY: SURFACE MOTION
 BU2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2158+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BU2158
 BU2158  HISTORY     - Date     Condition        Report By
 BU2158  HISTORY     - 1993     MONUMENTED       ALHD
 BU2158  HISTORY     - 20040412 GOOD             ALHD
 BU2158  HISTORY     - 20040624 GOOD             LOCSUR
 BU2158
 BU2158                          STATION DESCRIPTION
 BU2158
 BU2158'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2158'THE STATION IS IN COFFEE COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL
 BU2158'189 ABOUT 9.30 MI (14.97 KM) SOUTH OF ELBA AND ABOUT 2.60 MI
 BU2158'(4.18 KM) WEST OF NEW BROCKTON.
 BU2158'TO REACH THE STATION FROM THE JUNCTION OF AL 189 SOUTH AND U.S. 84
 BU2158'(MILEPOST 16.32 ON AL 189 AND MILEPOST 167.31 ON U.S. 84) IN ELBA,
 BU2158'DRIVE SOUTHWEST AND SOUTH ON AL 189 FOR 2.65 MI (4.26 KM) TO MILEPOST
 BU2158'13.65 AND THE STATION ON THE RIGHT.
 BU2158'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A FIVE STRAND BARBED WIRE
 BU2158'FENCE ON OLD WOOD POSTS, 48.2 FT (14.7 M) NORTHWEST OF THE CENTERLINE
 BU2158'OF AL 189, 52.8 FT (16.1 M) SOUTHWEST OF A CONCRETE RIGHT OF WAY
 BU2158'MARKER, 82.8 FT (25.2 M) SOUTHWEST OF A GRAPHIC ARROW SIGN POINTING
 BU2158'SOUTHWEST, 88.0 FT (26.8 M) NORTH OF A SPEED ZONE AHEAD SIGN ACROSS
 BU2158'THE ROAD AND 110.7 FT (33.7 M) NORTH-NORTHWEST OF A POWER POLE WITH
 BU2158'ONE GUY WIRE ACROSS THE ROAD.
 BU2158'STATION 16-62 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2158
 BU2158                          STATION RECOVERY (2004)
 BU2158
 BU2158'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU2158'RECOVERED IN GOOD CONDITION.
 BU2158
 BU2158                          STATION RECOVERY (2004)
 BU2158
 BU2158'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (LH)
 BU2158'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2159 ***********************************************************************
 BU2159  DESIGNATION -  16 62
 BU2159  PID         -  BU2159
 BU2159  STATE/COUNTY-  AL/COFFEE
 BU2159  USGS QUAD   -  ELBA (1983)
 BU2159
 BU2159                         *CURRENT SURVEY CONTROL
 BU2159  ___________________________________________________________________
 BU2159* NAD 83(1992)-  31 23 03.19733(N)    086 05 11.51890(W)     ADJUSTED  
 BU2159* NAVD 88     -        58.0    (meters)     190.     (feet)  GPS OBS   
 BU2159  ___________________________________________________________________
 BU2159  X           -     371,958.280 (meters)                     COMP
 BU2159  Y           -  -5,437,247.289 (meters)                     COMP
 BU2159  Z           -   3,302,351.048 (meters)                     COMP
 BU2159  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BU2159  ELLIP HEIGHT-          31.30  (meters)          (07/29/02) GPS OBS
 BU2159  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 BU2159
 BU2159  HORZ ORDER  -  FIRST
 BU2159  ELLP ORDER  -  FOURTH    CLASS I
 BU2159
 BU2159.The horizontal coordinates were established by GPS observations
 BU2159.and adjusted by the National Geodetic Survey in March 1994..
 BU2159
 BU2159.The orthometric height was determined by GPS observations and a
 BU2159.high-resolution geoid model.
 BU2159
 BU2159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2159
 BU2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2159
 BU2159.The ellipsoidal height was determined by GPS observations
 BU2159.and is referenced to NAD 83.
 BU2159
 BU2159.The geoid height was determined by GEOID03.
 BU2159
 BU2159;                    North         East     Units Scale Factor Converg.
 BU2159;SPC AL E     -    98,056.083   175,916.776   MT  0.99996715   -0 07 54.7
 BU2159;UTM  16      - 3,472,545.181   586,855.184   MT  0.99969304   +0 28 32.7
 BU2159
 BU2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2159!SPC AL E     -   0.99999509  x   0.99996715  =   0.99996224
 BU2159!UTM  16      -   0.99999509  x   0.99969304  =   0.99968813
 BU2159
 BU2159:                Primary Azimuth Mark                     Grid Az
 BU2159:SPC AL E     -  16 61                                    208 56 37.8
 BU2159:UTM  16      -  16 61                                    208 20 10.4
 BU2159
 BU2159|---------------------------------------------------------------------|
 BU2159| PID    Reference Object                     Distance      Geod. Az  |
 BU2159|                                                           dddmmss.s |
 BU2159| BU2158 16 61                               487.311 METERS 2084843.1 |
 BU2159|---------------------------------------------------------------------|
 BU2159
 BU2159                          SUPERSEDED SURVEY CONTROL
 BU2159
 BU2159  ELLIP H (03/24/94)   31.32   (m)                       GP(       ) 4 1
 BU2159  NGVD 29 (05/23/94)   58.0    (m)          190.     (f) GPS OBS        
 BU2159
 BU2159.Superseded values are not recommended for survey control.
 BU2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2159.See file dsdata.txt to determine how the superseded data were derived.
 BU2159
 BU2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8685572545(NAD 83)
 BU2159_MARKER: DD = SURVEY DISK
 BU2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2159_SP_SET: CONCRETE POST
 BU2159_STAMPING: 16-62 1993
 BU2159_MARK LOGO: ALHD  
 BU2159_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2159+STABILITY: SURFACE MOTION
 BU2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2159+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2159
 BU2159  HISTORY     - Date     Condition        Report By
 BU2159  HISTORY     - 1993     MONUMENTED       ALHD
 BU2159
 BU2159                          STATION DESCRIPTION
 BU2159
 BU2159'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2159'THE STATION IS IN COFFEE COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 BU2159'STREET ABOUT 9.20 MI (14.81 KM) SOUTH OF ELBA AND ABOUT 2.35 MI
 BU2159'(3.78 KM) WEST OF NEW BROCKTON.
 BU2159'TO REACH THE STATION FROM THE JUNCTION OF AL 189 SOUTH AND U.S. 84
 BU2159'(MILEPOST 16.32 ON AL 189 AND MILEPOST 167.31 ON U.S. 84) IN ELBA,
 BU2159'DRIVE SOUTHWEST AND SOUTH ON AL 189 FOR 2.35 MI (3.78 KM) TO MILEPOST
 BU2159'13.95 AND FUQUA STREET RIGHT AT A HOUSING PROJECT. TURN RIGHT ON
 BU2159'FUQUA STREET AND DRIVE WEST FOR 0.05 MI (0.08 KM) TO A T-INTERSECTION
 BU2159'WITH FUQUA STREET RIGHT, A DEAD END STRAIGHT AHEAD, AND THE STATION
 BU2159'ON THE RIGHT.
 BU2159'THE STATION IS 4.3 FT (1.3 M) WEST OF THE WEST CURB OF FUQUA STREET,
 BU2159'5.9 FT (1.8 M) EAST-SOUTHEAST OF A FIRE HYDRANT, 17.2 FT (5.2 M) WEST
 BU2159'OF THE CENTER OF FUQUA STREET, 30.4 FT (9.3 M) WEST OF THE EAST CURB
 BU2159'OF FUQUA STREET, 35.3 FT (10.8 M) WEST- NORTHWEST OF THE SOUTHWEST
 BU2159'CORNER OF A BOARD FENCE AND 49.4 FT (15.1 M) WEST-NORTHWEST OF A
 BU2159'POWER POLE WITH ONE GUY WIRE AND A NIGHT LIGHT.
 BU2159'STATION 16-61 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2160 ***********************************************************************
 BU2160  DESIGNATION -  16 63
 BU2160  PID         -  BU2160
 BU2160  STATE/COUNTY-  AL/COFFEE
 BU2160  USGS QUAD   -  INO (1986)
 BU2160
 BU2160                         *CURRENT SURVEY CONTROL
 BU2160  ___________________________________________________________________
 BU2160* NAD 83(1992)-  31 17 44.14010(N)    086 04 31.87664(W)     ADJUSTED  
 BU2160* NAVD 88     -       109.9    (meters)     361.     (feet)  GPS OBS   
 BU2160  ___________________________________________________________________
 BU2160  X           -     373,356.095 (meters)                     COMP
 BU2160  Y           -  -5,442,318.828 (meters)                     COMP
 BU2160  Z           -   3,293,985.092 (meters)                     COMP
 BU2160  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BU2160  ELLIP HEIGHT-          83.10  (meters)          (07/29/02) GPS OBS
 BU2160  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BU2160
 BU2160  HORZ ORDER  -  FIRST
 BU2160  ELLP ORDER  -  FOURTH    CLASS I
 BU2160
 BU2160.The horizontal coordinates were established by GPS observations
 BU2160.and adjusted by the National Geodetic Survey in March 1994..
 BU2160
 BU2160.The orthometric height was determined by GPS observations and a
 BU2160.high-resolution geoid model.
 BU2160
 BU2160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2160
 BU2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2160
 BU2160.The ellipsoidal height was determined by GPS observations
 BU2160.and is referenced to NAD 83.
 BU2160
 BU2160.The geoid height was determined by GEOID03.
 BU2160
 BU2160;                    North         East     Units Scale Factor Converg.
 BU2160;SPC AL E     -    88,227.529   176,942.563   MT  0.99996655   -0 07 32.9
 BU2160;UTM  16      - 3,462,730.719   587,984.700   MT  0.99969548   +0 28 48.9
 BU2160
 BU2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2160!SPC AL E     -   0.99998695  x   0.99996655  =   0.99995350
 BU2160!UTM  16      -   0.99998695  x   0.99969548  =   0.99968244
 BU2160
 BU2160:                Primary Azimuth Mark                     Grid Az
 BU2160:SPC AL E     -  16 64                                    091 24 19.4
 BU2160:UTM  16      -  16 64                                    090 47 57.6
 BU2160
 BU2160|---------------------------------------------------------------------|
 BU2160| PID    Reference Object                     Distance      Geod. Az  |
 BU2160|                                                           dddmmss.s |
 BU2160| BU2161 16 64                               418.251 METERS 0911646.5 |
 BU2160|---------------------------------------------------------------------|
 BU2160
 BU2160                          SUPERSEDED SURVEY CONTROL
 BU2160
 BU2160  ELLIP H (03/24/94)   83.12   (m)                       GP(       ) 4 1
 BU2160  NGVD 29 (05/23/94)  109.9    (m)          361.     (f) GPS OBS        
 BU2160
 BU2160.Superseded values are not recommended for survey control.
 BU2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2160.See file dsdata.txt to determine how the superseded data were derived.
 BU2160
 BU2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8798562731(NAD 83)
 BU2160_MARKER: DD = SURVEY DISK
 BU2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2160_SP_SET: CONCRETE POST
 BU2160_STAMPING: 16-63 1993
 BU2160_MARK LOGO: ALHD  
 BU2160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2160+STABILITY: SURFACE MOTION
 BU2160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2160+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2160
 BU2160  HISTORY     - Date     Condition        Report By
 BU2160  HISTORY     - 1993     MONUMENTED       ALHD
 BU2160
 BU2160                          STATION DESCRIPTION
 BU2160
 BU2160'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2160'THE STATION IS IN COFFEE COUNTY ON THE NORTH RIGHT OF WAY OF AL 134
 BU2160'ABOUT 8.00 MI (12.87 KM) SOUTH OF ELBA AND ABOUT 12.95 MI (20.84 KM)
 BU2160'WEST OF ENTERPRISE.
 BU2160'TO REACH THE STATION FROM THE JUNCTION OF AL 125 AND U.S. 84 (MILEPOST
 BU2160'0.00 ON AL 125 AND MILEPOST 167.80 ON U.S. 84) IN ELBA, DRIVE EAST ON
 BU2160'U.S. 84 FOR 0.20 MI (0.32 KM) TO MILEPOST 168.00 AND COFFEE COUNTY
 BU2160'ROAD 401 RIGHT. TURN RIGHT ON COFFEE COUNTY ROAD 401 AND DRIVE SOUTH
 BU2160'AND SOUTHEAST FOR 1.90 MI (3.06 KM) TO A T-INTERSECTION WITH COFFEE
 BU2160'COUNTY ROAD 401 STRAIGHT AHEAD AND COFFEE COUNTY ROAD 410 RIGHT. TURN
 BU2160'RIGHT ON COFFEE COUNTY ROAD 410 AND DRIVE SOUTH FOR 7.20 MI
 BU2160'(11.59 KM) TO A REVERSE Y-INTERSECTION WITH AL 134 LEFT AND STRAIGHT.
 BU2160'TURN LEFT ON AL 134 AND DRIVE EAST FOR 0.40 MI (0.64 KM) TO MILEPOST
 BU2160'11.95 AND THE STATION ON THE LEFT.
 BU2160'THE STATION IS 41.3 FT (12.6 M) NORTH OF THE CENTERLINE OF AL 134,
 BU2160'195.7 FT (59.6 M) WEST-NORTHWEST OF MILEPOST TWELVE ACROSS THE ROAD,
 BU2160'235.0 FT (71.6 M) WEST-NORTHWEST OF A JUNCTION POWER POLE WITH ONE
 BU2160'TRANSFORMER ACROSS THE ROAD AND 294.6 FT (89.8 M) EAST-NORTHEAST OF A
 BU2160'JUNCTION POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD.
 BU2160'STATION 16-64 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2161 ***********************************************************************
 BU2161  DESIGNATION -  16 64
 BU2161  PID         -  BU2161
 BU2161  STATE/COUNTY-  AL/COFFEE
 BU2161  USGS QUAD   -  INO (1986)
 BU2161
 BU2161                         *CURRENT SURVEY CONTROL
 BU2161  ___________________________________________________________________
 BU2161* NAD 83(1992)-  31 17 43.83657(N)    086 04 16.06577(W)     ADJUSTED  
 BU2161* NAVD 88     -       101.5    (meters)     333.     (feet)  GPS OBS   
 BU2161  ___________________________________________________________________
 BU2161  X           -     373,773.104 (meters)                     COMP
 BU2161  Y           -  -5,442,287.843 (meters)                     COMP
 BU2161  Z           -   3,293,972.720 (meters)                     COMP
 BU2161  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BU2161  ELLIP HEIGHT-          74.66  (meters)          (07/29/02) GPS OBS
 BU2161  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BU2161
 BU2161  HORZ ORDER  -  FIRST
 BU2161  ELLP ORDER  -  FOURTH    CLASS I
 BU2161
 BU2161.The horizontal coordinates were established by GPS observations
 BU2161.and adjusted by the National Geodetic Survey in March 1994..
 BU2161
 BU2161.The orthometric height was determined by GPS observations and a
 BU2161.high-resolution geoid model.
 BU2161
 BU2161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2161
 BU2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2161
 BU2161.The ellipsoidal height was determined by GPS observations
 BU2161.and is referenced to NAD 83.
 BU2161
 BU2161.The geoid height was determined by GEOID03.
 BU2161
 BU2161;                    North         East     Units Scale Factor Converg.
 BU2161;SPC AL E     -    88,217.272   177,360.675   MT  0.99996632   -0 07 24.7
 BU2161;UTM  16      - 3,462,724.886   588,402.784   MT  0.99969639   +0 28 57.1
 BU2161
 BU2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2161!SPC AL E     -   0.99998828  x   0.99996632  =   0.99995460
 BU2161!UTM  16      -   0.99998828  x   0.99969639  =   0.99968467
 BU2161
 BU2161:                Primary Azimuth Mark                     Grid Az
 BU2161:SPC AL E     -  16 63                                    271 24 19.4
 BU2161:UTM  16      -  16 63                                    270 47 57.6
 BU2161
 BU2161|---------------------------------------------------------------------|
 BU2161| PID    Reference Object                     Distance      Geod. Az  |
 BU2161|                                                           dddmmss.s |
 BU2161| BU2160 16 63                               418.251 METERS 2711654.7 |
 BU2161|---------------------------------------------------------------------|
 BU2161
 BU2161                          SUPERSEDED SURVEY CONTROL
 BU2161
 BU2161  ELLIP H (03/24/94)   74.69   (m)                       GP(       ) 4 1
 BU2161  NGVD 29 (05/23/94)  101.5    (m)          333.     (f) GPS OBS        
 BU2161
 BU2161.Superseded values are not recommended for survey control.
 BU2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2161.See file dsdata.txt to determine how the superseded data were derived.
 BU2161
 BU2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8840362725(NAD 83)
 BU2161_MARKER: DD = SURVEY DISK
 BU2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2161_SP_SET: CONCRETE POST
 BU2161_STAMPING: 16-64 1993
 BU2161_MARK LOGO: ALHD  
 BU2161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2161+STABILITY: SURFACE MOTION
 BU2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2161+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2161
 BU2161  HISTORY     - Date     Condition        Report By
 BU2161  HISTORY     - 1993     MONUMENTED       ALHD
 BU2161
 BU2161                          STATION DESCRIPTION
 BU2161
 BU2161'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2161'THE STATION IS IN COFFEE COUNTY ON THE SOUTH RIGHT OF WAY OF AL 134
 BU2161'ABOUT 8.00 MI (12.87 KM) SOUTH OF ELBA AND ABOUT 12.65 MI (20.36 KM)
 BU2161'WEST OF ENTERPRISE.
 BU2161'TO REACH THE STATION FROM THE JUNCTION OF AL 125 AND U.S. 84 (MILEPOST
 BU2161'0.00 ON AL 125 AND MILEPOST 167.80 ON U.S. 84) IN ELBA, DRIVE EAST ON
 BU2161'U.S. 84 FOR 0.20 MI (0.32 KM) TO MILEPOST 168.00 AND COFFEE COUNTY
 BU2161'ROAD 401 RIGHT. TURN RIGHT ON COFFEE COUNTY ROAD 401 AND DRIVE SOUTH
 BU2161'AND SOUTHEAST FOR 1.90 MI (3.06 KM) TO A T-INTERSECTION WITH COFFEE
 BU2161'COUNTY ROAD 401 STRAIGHT AHEAD AND COFFEE COUNTY ROAD 410 RIGHT. TURN
 BU2161'RIGHT ON COFFEE COUNTY ROAD 410 AND DRIVE SOUTH FOR 7.20 MI
 BU2161'(11.59 KM) TO A REVERSE Y-INTERSECTION WITH AL 134 LEFT AND STRAIGHT.
 BU2161'TURN LEFT ON AL 134 AND DRIVE EAST FOR 0.65 MI (1.05 KM) TO MILEPOST
 BU2161'12.20 AND THE STATION ON THE RIGHT.
 BU2161'THE STATION IS 3.0 FT (0.9 M) NORTH OF A TWO STRAND ELECTRIC FENCE ON
 BU2161'STEEL RODS, 47.2 FT (14.4 M) SOUTH OF THE CENTERLINE OF AL 134, 53.5
 BU2161'FT (16.3 M) WEST OF THE NORTHWEST CORNER OF A TIN BARN, 100.0 FT
 BU2161'(30.5 M) SOUTH-SOUTHEAST OF A TELEPHONE CABLE PEDESTAL ACROSS THE
 BU2161'ROAD, 130.7 FT (39.8 M) SOUTHEAST OF A TELEPHONE CABLE PEDESTAL
 BU2161'ACROSS THE ROAD AND 151.4 FT (46.1 M) EAST OF A JUNCTION POWER POLE.
 BU2161'STATION 16-63 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2451 ***********************************************************************
 BT2451  DESIGNATION -  16 65
 BT2451  PID         -  BT2451
 BT2451  STATE/COUNTY-  AL/COFFEE
 BT2451  USGS QUAD   -  GOODMAN (1960)
 BT2451
 BT2451                         *CURRENT SURVEY CONTROL
 BT2451  ___________________________________________________________________
 BT2451* NAD 83(1992)-  31 17 52.71448(N)    085 54 25.32863(W)     ADJUSTED  
 BT2451* NAVD 88     -        99.2    (meters)     325.     (feet)  GPS OBS   
 BT2451  ___________________________________________________________________
 BT2451  X           -     389,347.850 (meters)                     COMP
 BT2451  Y           -  -5,441,051.479 (meters)                     COMP
 BT2451  Z           -   3,294,205.209 (meters)                     COMP
 BT2451  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BT2451  ELLIP HEIGHT-          72.44  (meters)          (07/29/02) GPS OBS
 BT2451  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BT2451
 BT2451  HORZ ORDER  -  FIRST
 BT2451  ELLP ORDER  -  FOURTH    CLASS I
 BT2451
 BT2451.The horizontal coordinates were established by GPS observations
 BT2451.and adjusted by the National Geodetic Survey in March 1994..
 BT2451
 BT2451.The orthometric height was determined by GPS observations and a
 BT2451.high-resolution geoid model.
 BT2451
 BT2451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2451
 BT2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2451
 BT2451.The ellipsoidal height was determined by GPS observations
 BT2451.and is referenced to NAD 83.
 BT2451
 BT2451.The geoid height was determined by GEOID03.
 BT2451
 BT2451;                    North         East     Units Scale Factor Converg.
 BT2451;SPC AL E     -    88,468.627   192,983.369   MT  0.99996061   -0 02 17.8
 BT2451;UTM  16      - 3,463,141.382   604,018.063   MT  0.99973345   +0 34 04.2
 BT2451
 BT2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2451!SPC AL E     -   0.99998862  x   0.99996061  =   0.99994924
 BT2451!UTM  16      -   0.99998862  x   0.99973345  =   0.99972208
 BT2451
 BT2451                          SUPERSEDED SURVEY CONTROL
 BT2451
 BT2451  ELLIP H (03/24/94)   72.46   (m)                       GP(       ) 4 1
 BT2451  NGVD 29 (05/23/94)   99.3    (m)          326.     (f) GPS OBS        
 BT2451
 BT2451.Superseded values are not recommended for survey control.
 BT2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2451.See file dsdata.txt to determine how the superseded data were derived.
 BT2451
 BT2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0401863141(NAD 83)
 BT2451_MARKER: DD = SURVEY DISK
 BT2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2451_SP_SET: CONCRETE POST
 BT2451_STAMPING: 16-65 1993
 BT2451_MARK LOGO: ALHD  
 BT2451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2451+STABILITY: SURFACE MOTION
 BT2451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2451+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2451
 BT2451  HISTORY     - Date     Condition        Report By
 BT2451  HISTORY     - 1993     MONUMENTED       ALHD
 BT2451
 BT2451                          STATION DESCRIPTION
 BT2451
 BT2451'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2451'THE STATION IS IN COFFEE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 BT2451'COFFEE COUNTY ROAD 606 ABOUT 3.30 MI (5.31 KM) WEST OF ENTERPRISE AND
 BT2451'ABOUT 12.15 MI (19.55 KM) SOUTHEAST OF ELBA.
 BT2451'TO REACH THE STATION FROM THE JUNCTION OF AL 134 AND AL 88 (MILEPOST
 BT2451'0.97 ON AL 88 AND MILEPOST 25.81 ON AL 134) IN ENTERPRISE, DRIVE WEST
 BT2451'ON AL 134 FOR 0.65 MI (1.05 KM) TO MILEPOST 25.15 AND A
 BT2451'Y-INTERSECTION WITH AL 134 RIGHT AND MEREDITH STREET LEFT. TURN LEFT
 BT2451'ON MEREDITH STREET AND DRIVE SOUTHWEST FOR 0.90 MI (1.45 KM) TO A
 BT2451'REVERSE Y-INTERSECTION WITH COFFEE COUNTY ROAD 606 LEFT AND RIGHT.
 BT2451'TURN RIGHT ON COFFEE COUNTY ROAD 606 AND DRIVE SOUTHWEST FOR 1.85 MI
 BT2451'(2.98 KM) TO THE STATION ON THE LEFT.
 BT2451'THE STATION IS 25.8 FT (7.9 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL
 BT2451'27, 30.7 FT (9.4 M) SOUTHEAST OF THE CENTERLINE OF THE TWO EAST BOUND
 BT2451'LANES OF COFFEE COUNTY ROAD 606, 41.4 FT (12.6 M) SOUTHEAST OF THE
 BT2451'CENTERLINE OF COFFEE COUNTY ROAD 606, 51.6 FT (15.7 M) NORTHEAST OF A
 BT2451'STOP SIGN, 56.2 FT (17.1 M) NORTHEAST OF THE NORTHEAST CURB OF A
 BT2451'PAVED DRIVE LEADING TO A CHICKEN PROCESSING PLANT AND 85.4 FT
 BT2451'(26.0 M) NORTHEAST OF THE SOUTHWEST CURB OF A PAVED DRIVE LEADING TO
 BT2451'A CHICKEN PROCESSING PLANT.
 BT2451'STATION 16-66 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2452 ***********************************************************************
 BT2452  DESIGNATION -  16 66
 BT2452  PID         -  BT2452
 BT2452  STATE/COUNTY-  AL/COFFEE
 BT2452  USGS QUAD   -  GOODMAN (1960)
 BT2452
 BT2452                         *CURRENT SURVEY CONTROL
 BT2452  ___________________________________________________________________
 BT2452* NAD 83(1992)-  31 18 04.12955(N)    085 54 07.78366(W)     ADJUSTED  
 BT2452* NAVD 88     -       105.4    (meters)     346.     (feet)  GPS OBS   
 BT2452  ___________________________________________________________________
 BT2452  X           -     389,797.994 (meters)                     COMP
 BT2452  Y           -  -5,440,841.464 (meters)                     COMP
 BT2452  Z           -   3,294,508.845 (meters)                     COMP
 BT2452  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BT2452  ELLIP HEIGHT-          78.66  (meters)          (07/29/02) GPS OBS
 BT2452  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BT2452
 BT2452  HORZ ORDER  -  FIRST
 BT2452  ELLP ORDER  -  FOURTH    CLASS I
 BT2452
 BT2452.The horizontal coordinates were established by GPS observations
 BT2452.and adjusted by the National Geodetic Survey in March 1994..
 BT2452
 BT2452.The orthometric height was determined by GPS observations and a
 BT2452.high-resolution geoid model.
 BT2452
 BT2452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2452
 BT2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2452
 BT2452.The ellipsoidal height was determined by GPS observations
 BT2452.and is referenced to NAD 83.
 BT2452
 BT2452.The geoid height was determined by GEOID03.
 BT2452
 BT2452;                    North         East     Units Scale Factor Converg.
 BT2452;SPC AL E     -    88,819.881   193,447.566   MT  0.99996053   -0 02 08.7
 BT2452;UTM  16      - 3,463,497.445   604,478.414   MT  0.99973464   +0 34 13.5
 BT2452
 BT2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2452!SPC AL E     -   0.99998765  x   0.99996053  =   0.99994818
 BT2452!UTM  16      -   0.99998765  x   0.99973464  =   0.99972229
 BT2452
 BT2452                          SUPERSEDED SURVEY CONTROL
 BT2452
 BT2452  ELLIP H (03/24/94)   78.69   (m)                       GP(       ) 4 1
 BT2452  NGVD 29 (05/23/94)  105.5    (m)          346.     (f) GPS OBS        
 BT2452
 BT2452.Superseded values are not recommended for survey control.
 BT2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2452.See file dsdata.txt to determine how the superseded data were derived.
 BT2452
 BT2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0447863497(NAD 83)
 BT2452_MARKER: DD = SURVEY DISK
 BT2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2452_SP_SET: CONCRETE POST
 BT2452_STAMPING: 16-66 1993
 BT2452_MARK LOGO: ALHD  
 BT2452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2452+STABILITY: SURFACE MOTION
 BT2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2452+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2452
 BT2452  HISTORY     - Date     Condition        Report By
 BT2452  HISTORY     - 1993     MONUMENTED       ALHD
 BT2452
 BT2452                          STATION DESCRIPTION
 BT2452
 BT2452'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2452'THE STATION IS IN COFFEE COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 BT2452'COFFEE COUNTY ROAD 606 ABOUT 3.00 MI (4.83 KM) WEST OF ENTERPRISE AND
 BT2452'ABOUT 12.15 MI (19.55 KM) SOUTHEAST OF ELBA.
 BT2452'TO REACH THE STATION FROM THE JUNCTION OF AL 134 AND AL 88 (MILEPOST
 BT2452'0.97 ON AL 88 AND MILEPOST 25.81 ON AL 134) IN ENTERPRISE, DRIVE WEST
 BT2452'ON AL 134 FOR 0.65 MI (1.05 KM) TO MILEPOST 25.15 AND A
 BT2452'Y-INTERSECTION WITH AL 134 RIGHT AND MEREDITH STREET LEFT. TURN LEFT
 BT2452'ON MEREDITH STREET AND DRIVE SOUTHWEST FOR 0.90 MI (1.45 KM) TO A
 BT2452'REVERSE Y-INTERSECTION WITH COFFEE COUNTY ROAD 606 LEFT AND RIGHT.
 BT2452'TURN RIGHT ON COFFEE COUNTY ROAD 606 AND DRIVE SOUTHWEST FOR 1.50 MI
 BT2452'(2.41 KM) TO THE STATION ON THE RIGHT.
 BT2452'THE STATION IS 31.8 FT (9.7 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 BT2452'COFFEE COUNTY ROAD 606, 127.0 FT (38.7 M) NORTH-NORTHEAST OF A POWER
 BT2452'POLE ACROSS THE ROAD, 128.3 FT (39.1 M) NORTH-NORTHEAST OF TELEPHONE
 BT2452'CABLE PEDESTAL 21 ACROSS THE ROAD, 140.6 FT (42.9 M) WEST OF A
 BT2452'STABILIZER POLE WITH ONE GUY WIRE ACROSS THE ROAD AND 141.8 FT
 BT2452'(43.2 M) SOUTHWEST OF A JUNCTION POWER AND CABLE POLE WITH ONE GUY
 BT2452'WIRE ATTACHED TO A STABILIZER POLE ACROSS THE ROAD.
 BT2452'STATION 16-65 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2361 ***********************************************************************
 BT2361  DESIGNATION -  16 7
 BT2361  PID         -  BT2361
 BT2361  STATE/COUNTY-  AL/COFFEE
 BT2361  USGS QUAD   -  ENTERPRISE (1981)
 BT2361
 BT2361                         *CURRENT SURVEY CONTROL
 BT2361  ___________________________________________________________________
 BT2361* NAD 83(1992)-  31 22 02.12083(N)    085 50 53.59341(W)     ADJUSTED  
 BT2361* NAVD 88     -       121.3    (meters)     398.     (feet)  GPS OBS   
 BT2361  ___________________________________________________________________
 BT2361  X           -     394,645.181 (meters)                     COMP
 BT2361  Y           -  -5,436,683.921 (meters)                     COMP
 BT2361  Z           -   3,300,777.992 (meters)                     COMP
 BT2361  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BT2361  ELLIP HEIGHT-          94.64  (meters)          (07/29/02) GPS OBS
 BT2361  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BT2361
 BT2361  HORZ ORDER  -  FIRST
 BT2361  ELLP ORDER  -  FOURTH    CLASS I
 BT2361
 BT2361.The horizontal coordinates were established by GPS observations
 BT2361.and adjusted by the National Geodetic Survey in December 1992..
 BT2361
 BT2361.The orthometric height was determined by GPS observations and a
 BT2361.high-resolution geoid model.
 BT2361
 BT2361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2361
 BT2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2361
 BT2361.The ellipsoidal height was determined by GPS observations
 BT2361.and is referenced to NAD 83.
 BT2361
 BT2361.The geoid height was determined by GEOID03.
 BT2361
 BT2361;                    North         East     Units Scale Factor Converg.
 BT2361;SPC AL E     -    96,147.454   198,583.757   MT  0.99996002   -0 00 27.9
 BT2361;UTM  16      - 3,470,877.383   609,535.612   MT  0.99974798   +0 35 58.5
 BT2361
 BT2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2361!SPC AL E     -   0.99998514  x   0.99996002  =   0.99994516
 BT2361!UTM  16      -   0.99998514  x   0.99974798  =   0.99973312
 BT2361
 BT2361                          SUPERSEDED SURVEY CONTROL
 BT2361
 BT2361  NAD 83(1986)-  31 22 02.13378(N)    085 50 53.59772(W) AD(       ) 1
 BT2361  NGVD 29 (12/04/92)  121.3    (m)          398.     (f) GPS OBS        
 BT2361
 BT2361.Superseded values are not recommended for survey control.
 BT2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2361.See file dsdata.txt to determine how the superseded data were derived.
 BT2361
 BT2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0953670877(NAD 83)
 BT2361_MARKER: DD = SURVEY DISK
 BT2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2361_SP_SET: CONCRETE POST
 BT2361_STAMPING: 16-7 1991
 BT2361_MARK LOGO: ALHD  
 BT2361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2361+STABILITY: SURFACE MOTION
 BT2361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2361+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2361
 BT2361  HISTORY     - Date     Condition        Report By
 BT2361  HISTORY     - 1991     MONUMENTED       ALHD
 BT2361
 BT2361                          STATION DESCRIPTION
 BT2361
 BT2361'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2361'THE STATION IS LOCATED IN COFFEE COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2361'ARMY ON SHELL ARMY AIRFIELD, ABOUT 3.55 MI (5.71 KM) NORTH-NORTHEAST
 BT2361'OF ENTERPRISE AND ABOUT 5.00 MI (8.05 KM) EAST-SOUTHEAST OF NEW
 BT2361'BROCKTON.
 BT2361'TO REACH THE STATION FROM THE NORTH SIDE OF THE ENTERPRISE BY PASS AND
 BT2361'ALA 27 (MILE POST 29.10 ON ALA 27 AND MILE POST 183.55 ON THE
 BT2361'ENTERPRISE BY PASS) IN ENTERPRISE, DRIVE NORTH ON ALA 27 FOR 3.15 MI
 BT2361'(5.07 KM) TO MILE POST 32.25 AND COFFEE COUNTY ROAD NO. 48 LEFT AND
 BT2361'RIGHT, TURN LEFT ON COFFEE COUNTY ROAD NO. 48 AND DRIVE WEST FOR 1.75
 BT2361'MI (2.82 KM) TO THE ENTRANCE ROAD TO SHELL FIELD ON THE LEFT, TURN
 BT2361'LEFT ON THE ENTRANCE ROAD AND DRIVE SOUTHEAST FOR 0.05 MI (0.08 KM)
 BT2361'TO A T-INTERSECTION, TURN LEFT ON A PAVED STREET AND DRIVE NORTHEAST
 BT2361'FOR 0.05 MI (0.08 KM) TO A RAMP ON THE RIGHT BETWEEN A METAL QUONSET
 BT2361'HUT AND THE CONTROL TOWER, TURN RIGHT ON THE RAMP AND DRIVE SOUTHEAST
 BT2361'FOR 0.05 MI (0.08 KM) TO THE NORTH EDGE OF A PARKING APRON, TURN LEFT
 BT2361'IN FRONT OF THE QUONSET HUT AND DRIVE NORTHEAST ALONG A TRACK ROAD
 BT2361'FOR 0.25 MI (0.40 KM) TO THE STATION.
 BT2361'THE STATION IS 81.5 FT (24.8 M) SOUTH OF A SIX-FOOT CHAIN LINK
 BT2361'SECURITY FENCE, 97.5 FT (29.7 M) SOUTH-SOUTHWEST OF A CABLE POLE,
 BT2361'104.5 FT (31.9 M) NORTH-NORTHEAST OF A SEWER MANHOLE, 125.4 FT
 BT2361'(38.2 M) NORTHWEST OF A POWER AND CABLE POLE, 130.5 FT (39.8 M) SOUTH
 BT2361'OF THE CENTERLINE OF COFFEE COUNTY ROAD NO. 48, 196.7 FT (60.0 M)
 BT2361'SOUTHWEST OF CONCRETE RIGHT OF WAY MARKER P C 123 + 99.0, 81.1 FT
 BT2361'(24.7 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2361'GROUND.
 BT2361'STATION 16-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2361'BEFORE USING THIS STATION AT ANY TIME, GO TO THE OPERATIONS BUILDING,
 BT2361'LOCATED AT THE CONTROL TOWER, AND ADVISE FIELD PERSONNEL OF YOUR
 BT2361'PRESENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2652 ***********************************************************************
 AA2652  DESIGNATION -  16 8
 AA2652  PID         -  AA2652
 AA2652  STATE/COUNTY-  AL/COFFEE
 AA2652  USGS QUAD   -  BRUNDIDGE SE (1981)
 AA2652
 AA2652                         *CURRENT SURVEY CONTROL
 AA2652  ___________________________________________________________________
 AA2652* NAD 83(1992)-  31 36 27.69288(N)    085 47 35.62430(W)     ADJUSTED  
 AA2652* NAVD 88     -       121.0    (meters)     397.     (feet)  VERTCON   
 AA2652  ___________________________________________________________________
 AA2652  X           -     398,841.577 (meters)                     COMP
 AA2652  Y           -  -5,422,415.618 (meters)                     COMP
 AA2652  Z           -   3,323,512.007 (meters)                     COMP
 AA2652  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AA2652  ELLIP HEIGHT-          94.68  (meters)          (07/29/02) GPS OBS
 AA2652  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AA2652
 AA2652  HORZ ORDER  -  FIRST
 AA2652  ELLP ORDER  -  FOURTH    CLASS I
 AA2652
 AA2652.The horizontal coordinates were established by GPS observations
 AA2652.and adjusted by the National Geodetic Survey in November 1994..
 AA2652
 AA2652.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2652
 AA2652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2652
 AA2652.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2652
 AA2652.The ellipsoidal height was determined by GPS observations
 AA2652.and is referenced to NAD 83.
 AA2652
 AA2652.The geoid height was determined by GEOID03.
 AA2652
 AA2652;                    North         East     Units Scale Factor Converg.
 AA2652;SPC AL E     -   122,806.100   203,805.482   MT  0.99996018   +0 01 15.7
 AA2652;UTM  16      - 3,497,584.576   614,472.478   MT  0.99976162   +0 37 57.1
 AA2652
 AA2652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2652!SPC AL E     -   0.99998513  x   0.99996018  =   0.99994531
 AA2652!UTM  16      -   0.99998513  x   0.99976162  =   0.99974676
 AA2652
 AA2652                          SUPERSEDED SURVEY CONTROL
 AA2652
 AA2652  ELLIP H (11/30/94)   94.70   (m)                       GP(       ) 4 1
 AA2652  NGVD 29 (11/30/94)  121.0    (m)          397.     (f) GPS OBS        
 AA2652
 AA2652.Superseded values are not recommended for survey control.
 AA2652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2652.See file dsdata.txt to determine how the superseded data were derived.
 AA2652
 AA2652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1447297585(NAD 83)
 AA2652_MARKER: DD = SURVEY DISK
 AA2652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2652_SP_SET: CONCRETE POST
 AA2652_STAMPING: 16-8 1993
 AA2652_MARK LOGO: ALHD  
 AA2652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2652+STABILITY: SURFACE MOTION
 AA2652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2652+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2652
 AA2652  HISTORY     - Date     Condition        Report By
 AA2652  HISTORY     - 1993     MONUMENTED       ALHD
 AA2652
 AA2652                          STATION DESCRIPTION
 AA2652
 AA2652'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2652'THE STATION IS LOCATED IN COFFEE COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2652'OF U.S. 231, ABOUT 4.25 MI (6.84 KM) WEST OF ARITON AND ABOUT 13.50 MI
 AA2652'(21.73 KM) NORTHWEST OF OZARK. TO REACH THE STATION FROM THE JUNCTION
 AA2652'OF U.S. 231 AND ALA 51 (MILE POST 54.16 ON U.S. 231 AND MILE POST
 AA2652'19.27 ON ALA 51) SOUTHWEST OF ARITON, DRIVE NORTHWEST ON U.S. 231 FOR
 AA2652'3.10 MI (4.99 KM) TO MILE POST 57.25 AND THE COFFEE - DALE COUNTY
 AA2652'LINE, CONTINUE NORTHWEST ON U.S. 231 0.45 MI (0.72 KM) TO MILE POST
 AA2652'57.70 AND THE STATION ON THE RIGHT. THE STATION IS LOCATED IN FRONT OF
 AA2652'THE MT ZION BAPTIST CHURCH CEMETARY, 27.7 FT (8.4 M) WEST-SOUTHWEST OF
 AA2652'THE SOUTHWEST CORNER OF A ROBERT E. DOWNING TOMBSTONE, 31.3 FT (9.5 M)
 AA2652'SOUTHWEST OF THE SOUTHWEST CORNER OF ROXIE N. AND BOSE DOWNING
 AA2652'TOMBSTONE, 48.0 FT (14.6 M) NORTHEAST OF THE CENTERLINE OF THE NORTH
 AA2652'BOUND LANES OF U.S. 231, 49.2 FT (15.0 M) WEST-NORTHWEST OF THE
 AA2652'SOUTHWEST CORNER OF A GRANITE BORDER AROUND CLYDE GENE SOWELL GRAVE,
 AA2652'100.8 FT (30.7 M) SOUTHEAST OF A TELEPHONE CABLE POLE WITH TWO BIRD
 AA2652'HOUSES, 103.7 FT (31.6 M) SOUTHEAST OF BENCH MARK T 455 1981, 1.6 FT
 AA2652'(0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2652'GROUND. STATION 23-13 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2441 ***********************************************************************
 BT2441  DESIGNATION -  16 9
 BT2441  PID         -  BT2441
 BT2441  STATE/COUNTY-  AL/COFFEE
 BT2441  USGS QUAD   -  VICTORIA (1981)
 BT2441
 BT2441                         *CURRENT SURVEY CONTROL
 BT2441  ___________________________________________________________________
 BT2441* NAD 83(1992)-  31 33 03.14282(N)    085 52 57.42290(W)     ADJUSTED  
 BT2441* NAVD 88     -       102.1    (meters)     335.     (feet)  GPS OBS   
 BT2441  ___________________________________________________________________
 BT2441  X           -     390,617.185 (meters)                     COMP
 BT2441  Y           -  -5,426,305.917 (meters)                     COMP
 BT2441  Z           -   3,318,134.843 (meters)                     COMP
 BT2441  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BT2441  ELLIP HEIGHT-          75.73  (meters)          (07/29/02) GPS OBS
 BT2441  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 BT2441
 BT2441  HORZ ORDER  -  FIRST
 BT2441  ELLP ORDER  -  FOURTH    CLASS I
 BT2441
 BT2441.The horizontal coordinates were established by GPS observations
 BT2441.and adjusted by the National Geodetic Survey in March 1994..
 BT2441
 BT2441.The orthometric height was determined by GPS observations and a
 BT2441.high-resolution geoid model.
 BT2441
 BT2441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2441
 BT2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2441
 BT2441.The ellipsoidal height was determined by GPS observations
 BT2441.and is referenced to NAD 83.
 BT2441
 BT2441.The geoid height was determined by GEOID03.
 BT2441
 BT2441;                    North         East     Units Scale Factor Converg.
 BT2441;SPC AL E     -   116,506.595   195,320.616   MT  0.99996027   -0 01 32.8
 BT2441;UTM  16      - 3,491,196.288   606,057.042   MT  0.99973873   +0 35 05.0
 BT2441
 BT2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2441!SPC AL E     -   0.99998811  x   0.99996027  =   0.99994838
 BT2441!UTM  16      -   0.99998811  x   0.99973873  =   0.99972684
 BT2441
 BT2441                          SUPERSEDED SURVEY CONTROL
 BT2441
 BT2441  ELLIP H (03/24/94)   75.74   (m)                       GP(       ) 4 1
 BT2441  NGVD 29 (05/23/94)  102.1    (m)          335.     (f) GPS OBS        
 BT2441
 BT2441.Superseded values are not recommended for survey control.
 BT2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2441.See file dsdata.txt to determine how the superseded data were derived.
 BT2441
 BT2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0605791196(NAD 83)
 BT2441_MARKER: DD = SURVEY DISK
 BT2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2441_SP_SET: CONCRETE POST
 BT2441_STAMPING: 16-9 1993
 BT2441_MARK LOGO: ALHD  
 BT2441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2441+STABILITY: SURFACE MOTION
 BT2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2441+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2441
 BT2441  HISTORY     - Date     Condition        Report By
 BT2441  HISTORY     - 1993     MONUMENTED       ALHD
 BT2441
 BT2441                          STATION DESCRIPTION
 BT2441
 BT2441'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2441'THE STATION IS LOCATED IN COFFEE COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2441'COFFEE COUNTY ROAD NO. 72, ABOUT 11.50 MI (18.51 KM) NORTH-NORTHEAST
 BT2441'OF NEW BROCKTON AND ABOUT 14.30 MI (23.01 KM) NORTHEAST OF ELBA.
 BT2441'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 167 (MILE
 BT2441'POST 27.35 ON ALA 167 AND MILE POST 182.10 ON U.S. 82) IN ENTERPRISE,
 BT2441'DRIVE NORTH ON ALA 167 FOR 15.00 MI (24.14 KM) TO MILE POST 42.35 AND
 BT2441'ALA 125 LEFT AND RIGHT (MILE POST 13.65 ON ALA 125), TURN RIGHT ON
 BT2441'ALA 125 AND DRIVE NORTHEAST FOR 0.90 MI (1.45 KM) TO MILE POST 14.55
 BT2441'AND COFFEE COUNTY ROAD NO. 72 ON THE RIGHT, TURN RIGHT ON COFFEE
 BT2441'COUNTY ROAD NO. 72 AND DRIVE EAST FOR 1.70 MI (2.74 KM) TO THE
 BT2441'STATION ON THE RIGHT.
 BT2441'THE STATION IS 3.8 FT (1.2 M) NORTH OF A TWO STRAND ELECTRIC FENCE,
 BT2441'32.2 FT (9.8 M) SOUTH OF THE CENTERLINE OF COFFEE COUNTY ROAD NO. 72,
 BT2441'166.9 FT (50.9 M) WEST OF A POWER POLE WITH ONE GUY WIRE, 230.5 FT
 BT2441'(70.3 M) EAST OF AN ANGLE POWER POLE WITH A BRACE POLE AND TWO GUY
 BT2441'WIRES, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 BT2441'FLUSH WITH THE GROUND.
 BT2441'STATION 16-10 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0764 ***********************************************************************
 CN0764  DESIGNATION -  161 7
 CN0764  PID         -  CN0764
 CN0764  STATE/COUNTY-  AL/DALLAS
 CN0764  USGS QUAD   -  BURNSVILLE (1982)
 CN0764
 CN0764                         *CURRENT SURVEY CONTROL
 CN0764  ___________________________________________________________________
 CN0764* NAD 83(1986)-  32 28 27.     (N)    086 53 29.     (W)     SCALED    
 CN0764* NAVD 88     -        54.886  (meters)     180.07   (feet)  ADJUSTED  
 CN0764  ___________________________________________________________________
 CN0764  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CN0764  DYNAMIC HT  -          54.824 (meters)     179.87  (feet)  COMP
 CN0764  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 CN0764
 CN0764  VERT ORDER  -  FIRST     CLASS II
 CN0764
 CN0764.The horizontal coordinates were scaled from a topographic map and have
 CN0764.an estimated accuracy of +/- 6 seconds.
 CN0764
 CN0764.The orthometric height was determined by differential leveling
 CN0764.and adjusted by the National Geodetic Survey in June 1991..
 CN0764.WARNING-Repeat measurements at this control monument indicate possible
 CN0764.vertical movement.
 CN0764
 CN0764.The geoid height was determined by GEOID03.
 CN0764
 CN0764.The dynamic height is computed by dividing the NAVD 88
 CN0764.geopotential number by the normal gravity value computed on the
 CN0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0764.degrees latitude (g = 980.6199 gals.).
 CN0764
 CN0764.The modeled gravity was interpolated from observed gravity values.
 CN0764
 CN0764;                    North         East    Units  Estimated Accuracy
 CN0764;SPC AL W     -   274,470.      657,210.      MT  (+/- 180 meters Scaled)
 CN0764
 CN0764                          SUPERSEDED SURVEY CONTROL
 CN0764
 CN0764  NGVD 29 (??/??/92)   54.839  (m)          179.92   (f) ADJ UNCH    1 2
 CN0764
 CN0764.Superseded values are not recommended for survey control.
 CN0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0764.See file dsdata.txt to determine how the superseded data were derived.
 CN0764
 CN0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA102930(NAD 83)
 CN0764_MARKER: DD = SURVEY DISK
 CN0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0764_STAMPING: 161-7 1943
 CN0764_MARK LOGO: ALGS  
 CN0764_PROJECTION: FLUSH
 CN0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0764+STABILITY: SURFACE MOTION
 CN0764
 CN0764  HISTORY     - Date     Condition        Report By
 CN0764  HISTORY     - 1943     MONUMENTED       ALGS
 CN0764  HISTORY     - 1961     GOOD             NGS
 CN0764  HISTORY     - 1980     GOOD             NGS
 CN0764
 CN0764                          STATION DESCRIPTION
 CN0764
 CN0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CN0764'IN BURNSVILLE.
 CN0764'LOCATED AT BURNSVILLE, ABOUT 50 YARDS SOUTH OF THE ROAD CROSSING, 87.5
 CN0764'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRONT PORCH OF A LARGE
 CN0764'TWO STORY HOUSE, 56.6 FEET EAST AND ACROSS THE ROAD FROM THE EAST RAIL
 CN0764'OF THE TRACK, 23 FEET EAST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 CN0764'AND 1 FOOT WEST OF A FENCE LINE.  IT IS A STANDARD ALABAMA STATE
 CN0764'SURVEY DISK, STAMPED 161-7 1943, SET IN THE TOP OF A 6-INCH SQUARE
 CN0764'CONCRETE POST PROJECTING 2 INCHES.
 CN0764
 CN0764                          STATION RECOVERY (1980)
 CN0764
 CN0764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CN0764'RECOVERED IN GOOD CONDITION.
 CN0764'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0396 ***********************************************************************
 CO0396  DESIGNATION -  164
 CO0396  PID         -  CO0396
 CO0396  STATE/COUNTY-  AL/CHOCTAW
 CO0396  USGS QUAD   -  BUTLER (1986)
 CO0396
 CO0396                         *CURRENT SURVEY CONTROL
 CO0396  ___________________________________________________________________
 CO0396* NAD 83(1986)-  32 05 15.     (N)    088 13 17.     (W)     SCALED    
 CO0396* NAVD 88     -        49.558  (meters)     162.59   (feet)  ADJUSTED  
 CO0396  ___________________________________________________________________
 CO0396  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CO0396  DYNAMIC HT  -          49.501 (meters)     162.40  (feet)  COMP
 CO0396  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CO0396
 CO0396  VERT ORDER  -  SECOND    CLASS 0
 CO0396
 CO0396.The horizontal coordinates were scaled from a topographic map and have
 CO0396.an estimated accuracy of +/- 6 seconds.
 CO0396
 CO0396.The orthometric height was determined by differential leveling
 CO0396.and adjusted by the National Geodetic Survey in June 1991..
 CO0396
 CO0396.The geoid height was determined by GEOID03.
 CO0396
 CO0396.The dynamic height is computed by dividing the NAVD 88
 CO0396.geopotential number by the normal gravity value computed on the
 CO0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0396.degrees latitude (g = 980.6199 gals.).
 CO0396
 CO0396.The modeled gravity was interpolated from observed gravity values.
 CO0396
 CO0396;                    North         East    Units  Estimated Accuracy
 CO0396;SPC AL W     -   231,650.      531,900.      MT  (+/- 180 meters Scaled)
 CO0396
 CO0396                          SUPERSEDED SURVEY CONTROL
 CO0396
 CO0396  NGVD 29 (??/??/92)   49.544  (m)          162.55   (f) ADJ UNCH    2 0
 CO0396
 CO0396.Superseded values are not recommended for survey control.
 CO0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0396.See file dsdata.txt to determine how the superseded data were derived.
 CO0396
 CO0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA847507(NAD 83)
 CO0396_MARKER: B = BOLT
 CO0396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0396_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0396+STABILITY: SURFACE MOTION
 CO0396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0396+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 CO0396
 CO0396  HISTORY     - Date     Condition        Report By
 CO0396  HISTORY     - UNK      MONUMENTED       ALHD
 CO0396  HISTORY     - 1935     GOOD             NGS
 CO0396  HISTORY     - 20040901 GOOD             JCLS
 CO0396
 CO0396                          STATION DESCRIPTION
 CO0396
 CO0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0396'IN BUTLER.
 CO0396'ABOUT 300 YARDS SOUTH OF CHOCTAW COUNTY COURT HOUSE, 30 FEET WEST OF
 CO0396'CENTERLINE OF STATE HIGHWAY 10 AND 30 FEET NORTH OF CENTERLINE OF
 CO0396'STATE HIGHWAY 29 ON INSIDE OF CURVE, AT JUNCTION OF STATE HIGHWAYS 10
 CO0396'AND 29.  TOP OF BOLT SET IN CONCRETE POST.
 CO0396
 CO0396                          STATION RECOVERY (2004)
 CO0396
 CO0396'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CO0396'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0756 ***********************************************************************
 CN0756  DESIGNATION -  165
 CN0756  PID         -  CN0756
 CN0756  STATE/COUNTY-  AL/DALLAS
 CN0756  USGS QUAD   -  SARDIS (1982)
 CN0756
 CN0756                         *CURRENT SURVEY CONTROL
 CN0756  ___________________________________________________________________
 CN0756* NAD 83(1986)-  32 21 15.     (N)    086 59 18.     (W)     SCALED    
 CN0756* NAVD 88     -        49.146  (meters)     161.24   (feet)  ADJUSTED  
 CN0756  ___________________________________________________________________
 CN0756  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CN0756  DYNAMIC HT  -          49.090 (meters)     161.06  (feet)  COMP
 CN0756  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 CN0756
 CN0756  VERT ORDER  -  FIRST     CLASS II
 CN0756
 CN0756.This mark is at Craig Field Airport (SEM)
 CN0756
 CN0756.The horizontal coordinates were scaled from a topographic map and have
 CN0756.an estimated accuracy of +/- 6 seconds.
 CN0756
 CN0756.The orthometric height was determined by differential leveling
 CN0756.and adjusted by the National Geodetic Survey in June 1991..
 CN0756
 CN0756.The geoid height was determined by GEOID03.
 CN0756
 CN0756.The dynamic height is computed by dividing the NAVD 88
 CN0756.geopotential number by the normal gravity value computed on the
 CN0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0756.degrees latitude (g = 980.6199 gals.).
 CN0756
 CN0756.The modeled gravity was interpolated from observed gravity values.
 CN0756
 CN0756;                    North         East    Units  Estimated Accuracy
 CN0756;SPC AL W     -   261,110.      648,160.      MT  (+/- 180 meters Scaled)
 CN0756
 CN0756                          SUPERSEDED SURVEY CONTROL
 CN0756
 CN0756  NGVD 29 (??/??/92)   49.13   (m)          161.2    (f) COMPUTED    1 2
 CN0756
 CN0756.Superseded values are not recommended for survey control.
 CN0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0756.See file dsdata.txt to determine how the superseded data were derived.
 CN0756
 CN0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA010796(NAD 83)
 CN0756_MARKER: Q = CHISELED SQUARE
 CN0756_SETTING: 0 = UNSPECIFIED SETTING
 CN0756_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0756
 CN0756  HISTORY     - Date     Condition        Report By
 CN0756  HISTORY     - UNK      MONUMENTED       USE
 CN0756  HISTORY     - 1968     GOOD             NGS
 CN0756
 CN0756                          STATION DESCRIPTION
 CN0756
 CN0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0756'4.7 MI SE FROM SELMA.
 CN0756'ABOUT 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE SOUTH END OF
 CN0756'THE EDMUND PETTUS BRIDGE OVER THE ALABAMA RIVER AT SELMA TO THE
 CN0756'ENTRANCE OF CRAIG AIR FORCE BASE, THENCE 0.2 MILE SOUTHWEST ALONG 5TH
 CN0756'STREET, THENCE 0.2 MILE NORTHWEST ALONG C AVENUE, THENCE 0.35 MILE
 CN0756'SOUTH ALONG FIRST STREET, THENCE 0.15 MILE SOUTHEAST ALONG G AVENUE,
 CN0756'93 YARDS SOUTH OF THE CENTERLINE OF THE AVENUE, 6.6 FEET SOUTH OF THE
 CN0756'SOUTHEAST CORNER OF BUILDING NUMBER 225, A CHISELED SQUARE ON TOP AND
 CN0756'0.7 FOOT WEST OF THE SOUTHEAST CORNER OF A CONCRETE PORCH FLOOR, 21
 CN0756'1/2 FEET EAST OF THE CENTER OF THE ENTRANCE TO BUILDING NUMBER 225, 47
 CN0756'FEET WEST OF THE SOUTHWEST CORNER OF BUILDING NUMBER 202, AND ABOUT
 CN0756'LEVEL WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0399 ***********************************************************************
 CO0399  DESIGNATION -  165
 CO0399  PID         -  CO0399
 CO0399  STATE/COUNTY-  AL/CHOCTAW
 CO0399  USGS QUAD   -  BUTLER (1986)
 CO0399
 CO0399                         *CURRENT SURVEY CONTROL
 CO0399  ___________________________________________________________________
 CO0399* NAD 83(1986)-  32 05 24.     (N)    088 13 11.     (W)     SCALED    
 CO0399* NAVD 88     -        49.789  (meters)     163.35   (feet)  ADJUSTED  
 CO0399  ___________________________________________________________________
 CO0399  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CO0399  DYNAMIC HT  -          49.732 (meters)     163.16  (feet)  COMP
 CO0399  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CO0399
 CO0399  VERT ORDER  -  SECOND    CLASS 0
 CO0399
 CO0399.The horizontal coordinates were scaled from a topographic map and have
 CO0399.an estimated accuracy of +/- 6 seconds.
 CO0399
 CO0399.The orthometric height was determined by differential leveling
 CO0399.and adjusted by the National Geodetic Survey in June 1991..
 CO0399
 CO0399.The geoid height was determined by GEOID03.
 CO0399
 CO0399.The dynamic height is computed by dividing the NAVD 88
 CO0399.geopotential number by the normal gravity value computed on the
 CO0399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0399.degrees latitude (g = 980.6199 gals.).
 CO0399
 CO0399.The modeled gravity was interpolated from observed gravity values.
 CO0399
 CO0399;                    North         East    Units  Estimated Accuracy
 CO0399;SPC AL W     -   231,930.      532,060.      MT  (+/- 180 meters Scaled)
 CO0399
 CO0399                          SUPERSEDED SURVEY CONTROL
 CO0399
 CO0399  NGVD 29 (??/??/92)   49.775  (m)          163.30   (f) ADJ UNCH    2 0
 CO0399
 CO0399.Superseded values are not recommended for survey control.
 CO0399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0399.See file dsdata.txt to determine how the superseded data were derived.
 CO0399
 CO0399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA849510(NAD 83)
 CO0399_MARKER: N = NAIL
 CO0399_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0399_SP_SET: TREE ROOT
 CO0399_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0399
 CO0399  HISTORY     - Date     Condition        Report By
 CO0399  HISTORY     - UNK      MONUMENTED       ALHD
 CO0399  HISTORY     - 1935     GOOD             NGS
 CO0399  HISTORY     - 1973     MARK NOT FOUND   USGS
 CO0399
 CO0399                          STATION DESCRIPTION
 CO0399
 CO0399'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0399'IN BUTLER.
 CO0399'IN THE ROOT OF A TREE ON THE NORTH SIDE OF STATE HIGHWAY 10
 CO0399'RIGHT-OF-WAY, ABOUT 75 FEET NORTHEAST OF CONCRETE CULVERT LOCATED
 CO0399'BETWEEN CEMETERY AND BUTLER GRAMMAR SCHOOL.  3/8 IN. FLAT HEADED NAIL
 CO0399'IN ROOT OF TREE.
 CO0399
 CO0399                          STATION RECOVERY (1973)
 CO0399
 CO0399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2536 ***********************************************************************
 BG2536  DESIGNATION -  167 RESET
 BG2536  PID         -  BG2536
 BG2536  STATE/COUNTY-  AL/BALDWIN
 BG2536  USGS QUAD   -  STAPLETON (1982)
 BG2536
 BG2536                         *CURRENT SURVEY CONTROL
 BG2536  ___________________________________________________________________
 BG2536* NAD 83(1986)-  30 38 47.     (N)    087 48 51.     (W)     SCALED    
 BG2536* NAVD 88     -        52.730  (meters)     173.00   (feet)  ADJUSTED  
 BG2536  ___________________________________________________________________
 BG2536  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BG2536  DYNAMIC HT  -          52.661 (meters)     172.77  (feet)  COMP
 BG2536  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BG2536
 BG2536  VERT ORDER  -  FIRST     CLASS I
 BG2536
 BG2536.The horizontal coordinates were scaled from a topographic map and have
 BG2536.an estimated accuracy of +/- 6 seconds.
 BG2536
 BG2536.The orthometric height was determined by differential leveling
 BG2536.and adjusted by the National Geodetic Survey in June 1991..
 BG2536
 BG2536.The geoid height was determined by GEOID03.
 BG2536
 BG2536.The dynamic height is computed by dividing the NAVD 88
 BG2536.geopotential number by the normal gravity value computed on the
 BG2536.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2536.degrees latitude (g = 980.6199 gals.).
 BG2536
 BG2536.The modeled gravity was interpolated from observed gravity values.
 BG2536
 BG2536;                    North         East    Units  Estimated Accuracy
 BG2536;SPC AL W     -    71,700.      569,890.      MT  (+/- 180 meters Scaled)
 BG2536
 BG2536                          SUPERSEDED SURVEY CONTROL
 BG2536
 BG2536  NGVD 29 (??/??/??)   52.683  (m)          172.84   (f) ADJUSTED    1 1
 BG2536
 BG2536.Superseded values are not recommended for survey control.
 BG2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2536.See file dsdata.txt to determine how the superseded data were derived.
 BG2536
 BG2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU219906(NAD 83)
 BG2536_MARKER: DD = SURVEY DISK
 BG2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2536_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2536_STAMPING: 167 DAPH V RESET 1965
 BG2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2536+STABILITY: SURFACE MOTION
 BG2536
 BG2536  HISTORY     - Date     Condition        Report By
 BG2536  HISTORY     - 1965     MONUMENTED       ALGS
 BG2536  HISTORY     - 1968     GOOD             NGS
 BG2536  HISTORY     - 20050109 GOOD             USPSQD
 BG2536
 BG2536                          STATION DESCRIPTION
 BG2536
 BG2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG2536'4.4 MI NW FROM LOXLEY.
 BG2536'ABOUT 4.4 MILES NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE LOXLEY
 BG2536'SCHOOL AT LOXLEY, IN SECTION 6, R 3 E, T 5 S, ABOUT 0.45 MILE
 BG2536'EAST OF A 25-FOOT CONCRETE BRIDGE OVER BAY BRANCH, ABOUT 104
 BG2536'YARDS EAST OF THE JUNCTION OF A DRIVEWAY LEADING NORTH TO A
 BG2536'ONE-STORY BRICK HOUSE, AT THE EAST END OF A 10-FOOT HIGH CUT,
 BG2536'46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 33 FEET WEST OF
 BG2536'A TELEPHONE POLE, 1.1 FEET WEST OF A METAL WITNESS POST, ABOUT
 BG2536'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BG2536'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 BG2536
 BG2536                          STATION RECOVERY (2005)
 BG2536
 BG2536'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAB)
 BG2536'RECOVERED AS DESCRIBED.  WITNESS POST HAS BEEN BENT OVER APPROX. 25
 BG2536'DEGREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1669 ***********************************************************************
 EF1669  DESIGNATION -  17 1
 EF1669  PID         -  EF1669
 EF1669  STATE/COUNTY-  AL/COLBERT
 EF1669  USGS QUAD   -  RUSSELLVILLE (1988)
 EF1669
 EF1669                         *CURRENT SURVEY CONTROL
 EF1669  ___________________________________________________________________
 EF1669* NAD 83(1992)-  34 35 16.03556(N)    087 38 10.90993(W)     ADJUSTED  
 EF1669* NAVD 88     -       210.4    (meters)     690.     (feet)  VERTCON   
 EF1669  ___________________________________________________________________
 EF1669  X           -     216,793.230 (meters)                     COMP
 EF1669  Y           -  -5,252,200.113 (meters)                     COMP
 EF1669  Z           -   3,600,417.719 (meters)                     COMP
 EF1669  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 EF1669  ELLIP HEIGHT-         183.68  (meters)          (07/29/02) GPS OBS
 EF1669  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EF1669
 EF1669  HORZ ORDER  -  FIRST
 EF1669  ELLP ORDER  -  FOURTH    CLASS I
 EF1669
 EF1669.The horizontal coordinates were established by GPS observations
 EF1669.and adjusted by the National Geodetic Survey in December 1992..
 EF1669
 EF1669.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1669
 EF1669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1669
 EF1669.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1669
 EF1669.The ellipsoidal height was determined by GPS observations
 EF1669.and is referenced to NAD 83.
 EF1669
 EF1669.The geoid height was determined by GEOID03.
 EF1669
 EF1669;                    North         East     Units Scale Factor Converg.
 EF1669;SPC AL W     -   508,724.516   587,490.317   MT  0.99993526   -0 04 38.7
 EF1669;UTM  16      - 3,827,515.814   441,640.609   MT  0.99964198   -0 21 40.5
 EF1669
 EF1669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1669!SPC AL W     -   0.99997117  x   0.99993526  =   0.99990643
 EF1669!UTM  16      -   0.99997117  x   0.99964198  =   0.99961316
 EF1669
 EF1669:                Primary Azimuth Mark                     Grid Az
 EF1669:SPC AL W     -  17 2                                     026 48 02.4
 EF1669:UTM  16      -  17 2                                     027 05 04.2
 EF1669
 EF1669|---------------------------------------------------------------------|
 EF1669| PID    Reference Object                     Distance      Geod. Az  |
 EF1669|                                                           dddmmss.s |
 EF1669| EF1673 17 2                                456.598 METERS 0264323.7 |
 EF1669|---------------------------------------------------------------------|
 EF1669
 EF1669                          SUPERSEDED SURVEY CONTROL
 EF1669
 EF1669  ELLIP H (12/04/92)  183.73   (m)                       GP(       ) 4 1
 EF1669  NAD 83(1992)-  34 35 16.04255(N)    087 38 10.90683(W) AD(       ) 1
 EF1669  NGVD 29 (12/04/92)  210.4    (m)          690.     (f) GPS OBS        
 EF1669
 EF1669.Superseded values are not recommended for survey control.
 EF1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1669.See file dsdata.txt to determine how the superseded data were derived.
 EF1669
 EF1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4164127516(NAD 83)
 EF1669_MARKER: DD = SURVEY DISK
 EF1669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1669_SP_SET: CONCRETE POST
 EF1669_STAMPING: 17 - 1 1990
 EF1669_MARK LOGO: ALHD  
 EF1669_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1669+STABILITY: SURFACE MOTION
 EF1669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1669+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1669
 EF1669  HISTORY     - Date     Condition        Report By
 EF1669  HISTORY     - 1990     MONUMENTED       ALHD
 EF1669
 EF1669                          STATION DESCRIPTION
 EF1669
 EF1669'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1669'THE STATION IS LOCATED IN COLBERT COUNTY ON THE WEST RIGHT OF WAY OF
 EF1669'COLBERT COUNTY ROAD NO. 77, ABOUT 3.54 KM (2.20 MI) EAST OF
 EF1669'LITTLEVILLE AND ABOUT 15.77 KM (9.80 MI) SOUTHWEST OF LEIGHTON.
 EF1669'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND COLBERT COUNTY
 EF1669'ROAD NO. 55, MILE POST 307.60 ON U. S. 43, IN LITTLEVILLE, DRIVE EAST
 EF1669'ON COUNTY ROAD 55 0.48 KM (0.30 MI) TO A RAILROAD GRADE CROSSING,
 EF1669'CONTINUE EAST ON COUNTY ROAD 55 2.66 KM (1.65 MI) TO A CROSSROAD WITH
 EF1669'COUNTY ROAD 55 RIGHT, COUNTY ROAD 77 LEFT AND AHEAD, CONTINUE AHEAD
 EF1669'AND DRIVE EAST AND THEN NORTH ON COUNTY ROAD 77 2.33 KM (1.45 MI) TO
 EF1669'THE STATION ON THE LEFT.
 EF1669'THE STATION IS 7.32 M (24.02 FT)  NORTH - NORTHEAST OF THE NORTHEAST
 EF1669'CORNER OF A FOUR FOOT CHAIN LINK FENCE, 11.70 M (38.39 FT) WEST -
 EF1669'NORTHWEST OF THE CENTER OF COUNTY ROAD 77, 15.33 M (50.30 FT)
 EF1669'SOUTHWEST OF THE WEST END OF AN 18 INCH CONCRETE PIPE UNDER COUNTY
 EF1669'ROAD 77, 26.97 M (88.48 FT) WEST - SOUTHWEST OF POWER POLE NO. 478
 EF1669'ACROSS COUNTY ROAD 77, 0.61 M (2.00 FT) SOUTH - SOUTHEAST OF A
 EF1669'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1669'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EF1669'MR. ROSS VANDIVER
 EF1669'ROUTE 3, BOX 425
 EF1669'TUSCUMBIA, ALABAMA 35674
 EF1669'PHONE - 205 - 332 - 6603.
 EF1669'STATION 17 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1671 ***********************************************************************
 EF1671  DESIGNATION -  17 11
 EF1671  PID         -  EF1671
 EF1671  STATE/COUNTY-  AL/COLBERT
 EF1671  USGS QUAD   -  FLORENCE (1971)
 EF1671
 EF1671                         *CURRENT SURVEY CONTROL
 EF1671  ___________________________________________________________________
 EF1671* NAD 83(1992)-  34 46 50.59296(N)    087 37 57.05584(W)     ADJUSTED  
 EF1671* NAVD 88     -       164.9    (meters)     541.     (feet)  VERTCON   
 EF1671  ___________________________________________________________________
 EF1671  X           -     216,641.313 (meters)                     COMP
 EF1671  Y           -  -5,239,978.469 (meters)                     COMP
 EF1671  Z           -   3,617,991.662 (meters)                     COMP
 EF1671  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 EF1671  ELLIP HEIGHT-         137.74  (meters)          (07/29/02) GPS OBS
 EF1671  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EF1671
 EF1671  HORZ ORDER  -  FIRST
 EF1671  ELLP ORDER  -  FOURTH    CLASS I
 EF1671
 EF1671.The horizontal coordinates were established by GPS observations
 EF1671.and adjusted by the National Geodetic Survey in December 1992..
 EF1671
 EF1671.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1671
 EF1671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1671
 EF1671.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1671
 EF1671.The ellipsoidal height was determined by GPS observations
 EF1671.and is referenced to NAD 83.
 EF1671
 EF1671.The geoid height was determined by GEOID03.
 EF1671
 EF1671;                    North         East     Units Scale Factor Converg.
 EF1671;SPC AL W     -   530,125.581   587,871.523   MT  0.99993515   -0 04 32.1
 EF1671;UTM  16      - 3,848,908.439   442,127.946   MT  0.99964128   -0 21 39.0
 EF1671
 EF1671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1671!SPC AL W     -   0.99997838  x   0.99993515  =   0.99991353
 EF1671!UTM  16      -   0.99997838  x   0.99964128  =   0.99961967
 EF1671
 EF1671                          SUPERSEDED SURVEY CONTROL
 EF1671
 EF1671  ELLIP H (12/04/92)  137.80   (m)                       GP(       ) 4 1
 EF1671  NAD 83(1992)-  34 46 50.59936(N)    087 37 57.05145(W) AD(       ) 1
 EF1671  NGVD 29 (12/04/92)  164.8    (m)          541.     (f) GPS OBS        
 EF1671
 EF1671.Superseded values are not recommended for survey control.
 EF1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1671.See file dsdata.txt to determine how the superseded data were derived.
 EF1671
 EF1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4212848908(NAD 83)
 EF1671_MARKER: DD = SURVEY DISK
 EF1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1671_SP_SET: CONCRETE POST
 EF1671_STAMPING: 17-11 1990
 EF1671_MARK LOGO: ALHD  
 EF1671_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1671+STABILITY: SURFACE MOTION
 EF1671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1671+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1992
 EF1671
 EF1671  HISTORY     - Date     Condition        Report By
 EF1671  HISTORY     - 1990     MONUMENTED       ALHD
 EF1671  HISTORY     - 19910725 GOOD             ALHD
 EF1671  HISTORY     - 19920206 GOOD
 EF1671
 EF1671                          STATION DESCRIPTION
 EF1671
 EF1671'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1671'THE STATION IS LOCATED IN COLBERT COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1671'TENNESSEE RIVER ROAD, COLBERT COUNTY ROAD NO. 40, IN MUSCLE SHOALS.
 EF1671'TO REACH THE STATION FROM THE JUNCTION OF ALA 20, ALA 157, AND ALA
 EF1671'133, MILE POST 30.10 ON ALA 20, DRIVE NORTH ON ALA 133 9.41 KM
 EF1671'(5.85 MI) TO MILE POST 5.70 AND TENNESSEE RIVER ROAD ON THE RIGHT,
 EF1671'TURN RIGHT ON TENNESSEE RIVER ROAD AND DRIVE EAST 0.16 KM (0.10 MI)
 EF1671'TO THE STATION ON THE RIGHT.
 EF1671'THE STATION IS 10.76 M (35.30 FT) NORTH OF A 4 FT (1.2 M) . TALL 12
 EF1671'INCH CEDAR STUMP, 11.80 M (38.71 FT) SOUTH OF THE CENTERLINE OF
 EF1671'TENNESSEE RIVER ROAD, COLBERT COUNTY ROAD NO. 40, 20.48 M (67.19 FT)
 EF1671'WEST - NORTHWEST OF A 15 INCH HACKBERRY TREE WITH THE TOP CUT OUT,
 EF1671'37.52 M (123.10 FT) EAST - NORTHEAST OF A POWER AND STREET LIGHT
 EF1671'POLE, 38.95 M (127.79 FT) EAST - NORTHEAST OF A TELEPHONE CABLE
 EF1671'PEDISTAL, 40.84 M (133.99 FT) EAST - NORTHEAST OF THE NORTH END OF A
 EF1671'4 FT (1.2 M) . CHAIN LINK FENCE, 0.52 M (1.71 FT) NORTH OF A
 EF1671'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1671'STATION 17 - 12 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1671
 EF1671                          STATION RECOVERY (1991)
 EF1671
 EF1671'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1671'THE STATION IS LOCATED IN COLBERT COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1671'TENNESSEE RIVER ROAD, COLBERT COUNTY ROAD NO. 40, IN MUSCLE SHOALS.
 EF1671'TO REACH THE STATION FROM THE JUNCTION OF ALA 20, ALA 157, AND ALA
 EF1671'133, MILE POST 30.10 ON ALA 20, DRIVE NORTH ON ALA 133 FOR 9.41 KM
 EF1671'(5.85 MI) TO MILE POST 5.70 AND TENNESSEE RIVER ROAD ON THE RIGHT,
 EF1671'TURN RIGHT ON TENNESSEE RIVER ROAD AND DRIVE EAST FOR 0.16 KM
 EF1671'(0.10 MI) TO THE STATION ON THE RIGHT.
 EF1671'THE STATION IS 10.76 M (35.30 FT) NORTH OF A 4 FOOT (1.2 M) TALL
 EF1671'12-INCH CEDAR STUMP, 11.80 M (38.71 FT) SOUTH OF THE CENTERLINE OF
 EF1671'TENNESSEE RIVER ROAD, COLBERT COUNTY ROAD NO. 40, 20.48 M (67.19 FT)
 EF1671'WEST-NORTHWEST OF A 15-INCH HACKBERRY TREE WITH THE TOP CUT OUT, 37.52
 EF1671'M (123.10 FT) EAST-NORTHEAST OF A POWER AND STREET LIGHT POLE, 38.95
 EF1671'M (127.79 FT) EAST-NORTHEAST OF A TELEPHONE CABLE PEDISTAL, 40.84 M
 EF1671'(133.99 FT) EAST-NORTHEAST OF THE NORTH END OF A 4 FOOT (1.2 M) TALL
 EF1671'CHAIN LINK FENCE, 0.52 M (1.71 FT) NORTH OF A CARSONITE WITNESS POST,
 EF1671'AND SET FLUSH WITH THE GROUND.
 EF1671'STATION 17-12 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1671
 EF1671                          STATION RECOVERY (1992)
 EF1671
 EF1671'RECOVERED 1992
 EF1671'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1672 ***********************************************************************
 EF1672  DESIGNATION -  17 12
 EF1672  PID         -  EF1672
 EF1672  STATE/COUNTY-  AL/COLBERT
 EF1672  USGS QUAD   -  KILLEN (1971)
 EF1672
 EF1672                         *CURRENT SURVEY CONTROL
 EF1672  ___________________________________________________________________
 EF1672* NAD 83(1992)-  34 46 49.60068(N)    087 37 09.85044(W)     ADJUSTED  
 EF1672* NAVD 88     -       170.3    (meters)     559.     (feet)  VERTCON   
 EF1672  ___________________________________________________________________
 EF1672  X           -     217,841.429 (meters)                     COMP
 EF1672  Y           -  -5,239,950.627 (meters)                     COMP
 EF1672  Z           -   3,617,969.638 (meters)                     COMP
 EF1672  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 EF1672  ELLIP HEIGHT-         143.16  (meters)          (07/29/02) GPS OBS
 EF1672  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EF1672
 EF1672  HORZ ORDER  -  FIRST
 EF1672  ELLP ORDER  -  FOURTH    CLASS I
 EF1672
 EF1672.The horizontal coordinates were established by GPS observations
 EF1672.and adjusted by the National Geodetic Survey in December 1992..
 EF1672
 EF1672.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1672
 EF1672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1672
 EF1672.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1672
 EF1672.The ellipsoidal height was determined by GPS observations
 EF1672.and is referenced to NAD 83.
 EF1672
 EF1672.The geoid height was determined by GEOID03.
 EF1672
 EF1672;                    North         East     Units Scale Factor Converg.
 EF1672;SPC AL W     -   530,093.500   589,071.619   MT  0.99993480   -0 04 05.2
 EF1672;UTM  16      - 3,848,870.396   443,327.514   MT  0.99963958   -0 21 12.0
 EF1672
 EF1672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1672!SPC AL W     -   0.99997753  x   0.99993480  =   0.99991233
 EF1672!UTM  16      -   0.99997753  x   0.99963958  =   0.99961712
 EF1672
 EF1672                          SUPERSEDED SURVEY CONTROL
 EF1672
 EF1672  ELLIP H (12/04/92)  143.22   (m)                       GP(       ) 4 1
 EF1672  NAD 83(1992)-  34 46 49.60713(N)    087 37 09.84607(W) AD(       ) 1
 EF1672  NGVD 29 (12/04/92)  170.2    (m)          558.     (f) GPS OBS        
 EF1672
 EF1672.Superseded values are not recommended for survey control.
 EF1672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1672.See file dsdata.txt to determine how the superseded data were derived.
 EF1672
 EF1672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4332848870(NAD 83)
 EF1672_MARKER: DD = SURVEY DISK
 EF1672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1672_SP_SET: CONCRETE POST
 EF1672_STAMPING: 17 - 12 1990
 EF1672_MARK LOGO: ALHD  
 EF1672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1672+STABILITY: SURFACE MOTION
 EF1672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1672+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1672
 EF1672  HISTORY     - Date     Condition        Report By
 EF1672  HISTORY     - 1990     MONUMENTED       ALHD
 EF1672
 EF1672                          STATION DESCRIPTION
 EF1672
 EF1672'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1672'THE STATION IS LOCATED IN COLBERT COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1672'TENNESSEE RIVER ROAD, COLBERT COUNTY ROAD NO. 40, IN MUSCLE SHOALS.
 EF1672'TO REACH THE STATION FROM THE JUNCTION OF ALA 20, ALA 157, AND ALA
 EF1672'133, MILE POST 30.10 ON ALA 20, DRIVE NORTH ON ALA 133 9.41 KM
 EF1672'(5.85 MI) TO MILE POST 5.70 AND TENNESSEE RIVER ROAD ON THE RIGHT,
 EF1672'TURN RIGHT ON TENNESSEE RIVER ROAD AND DRIVE EAST 01.37KM TO THE
 EF1672'STATION ON THE RIGHT.
 EF1672'THE STATION IS 12.01 M (39.40 FT) SOUTH OF THE CENTERLINE OF TENNESSEE
 EF1672'RIVER ROAD, COLBERT COUNTY ROAD NO. 40, 38.22 M (125.39 FT) WEST -
 EF1672'NORTHWEST OF A JUNCTION POWER AND LIGHT POLE, 38.53 M (126.41 FT)
 EF1672'WEST - NORTHWEST OF A FIRE HYDRANT, 42.03 M (137.89 FT) EAST -
 EF1672'NORTHEAST OF A POWER POLE, 43.28 M (141.99 FT) WEST OF THE CENTER OF
 EF1672'GARLAND AVENUE, 52.58 M (172.51 FT) EAST - NORTHEAST OF A RAILROAD
 EF1672'RAIL NORTH END POST OF A FENCE, 0.75 M (2.46 FT) NORTH - NORTHEAST OF
 EF1672'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 EF1672'STATION 17 - 11 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG2078 ***********************************************************************
 EG2078  DESIGNATION -  17 13
 EG2078  PID         -  EG2078
 EG2078  STATE/COUNTY-  AL/COLBERT
 EG2078  USGS QUAD   -  BISHOP (1984)
 EG2078
 EG2078                         *CURRENT SURVEY CONTROL
 EG2078  ___________________________________________________________________
 EG2078* NAD 83(1992)-  34 39 14.80864(N)    088 07 15.79435(W)     ADJUSTED  
 EG2078* NAVD 88     -       136.4    (meters)     448.     (feet)  VERTCON   
 EG2078  ___________________________________________________________________
 EG2078  X           -     172,216.260 (meters)                     COMP
 EG2078  Y           -  -5,249,606.612 (meters)                     COMP
 EG2078  Z           -   3,606,430.383 (meters)                     COMP
 EG2078  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 EG2078  ELLIP HEIGHT-         109.06  (meters)          (07/29/02) GPS OBS
 EG2078  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EG2078
 EG2078  HORZ ORDER  -  FIRST
 EG2078  ELLP ORDER  -  FOURTH    CLASS I
 EG2078
 EG2078.The horizontal coordinates were established by GPS observations
 EG2078.and adjusted by the National Geodetic Survey in December 1992..
 EG2078
 EG2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG2078
 EG2078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2078
 EG2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2078
 EG2078.The ellipsoidal height was determined by GPS observations
 EG2078.and is referenced to NAD 83.
 EG2078
 EG2078.The geoid height was determined by GEOID03.
 EG2078
 EG2078;                    North         East     Units Scale Factor Converg.
 EG2078;SPC AL W     -   516,248.790   543,070.980   MT  0.99997326   -0 21 11.4
 EG2078;SPC MS E     -   571,734.076   365,292.441   MT  1.00000253   +0 24 18.1
 EG2078;SPC MS E     - 1,875,764.21  1,198,463.62   sFT  1.00000253   +0 24 18.1
 EG2078;UTM  16      - 3,835,258.169   397,271.031   MT  0.99973007   -0 38 15.0
 EG2078
 EG2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2078!SPC AL W     -   0.99998288  x   0.99997326  =   0.99995614
 EG2078!SPC MS E     -   0.99998288  x   1.00000253  =   0.99998541
 EG2078!UTM  16      -   0.99998288  x   0.99973007  =   0.99971296
 EG2078
 EG2078:                Primary Azimuth Mark                     Grid Az
 EG2078:SPC AL W     -  17 14                                    145 26 43.1
 EG2078:SPC MS E     -  17 14                                    144 41 13.6
 EG2078:UTM  16      -  17 14                                    145 43 46.7
 EG2078
 EG2078|---------------------------------------------------------------------|
 EG2078| PID    Reference Object                     Distance      Geod. Az  |
 EG2078|                                                           dddmmss.s |
 EG2078| EG2079 17 14                               APPROX. 0.6 KM 1450531.7 |
 EG2078|---------------------------------------------------------------------|
 EG2078
 EG2078                          SUPERSEDED SURVEY CONTROL
 EG2078
 EG2078  ELLIP H (12/04/92)  109.11   (m)                       GP(       ) 4 1
 EG2078  NAD 83(1992)-  34 39 14.81639(N)    088 07 15.79313(W) AD(       ) 1
 EG2078  NGVD 29 (12/04/92)  136.4    (m)          448.     (f) GPS OBS        
 EG2078
 EG2078.Superseded values are not recommended for survey control.
 EG2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2078.See file dsdata.txt to determine how the superseded data were derived.
 EG2078
 EG2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9727135258(NAD 83)
 EG2078_MARKER: DD = SURVEY DISK
 EG2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2078_SP_SET: CONCRETE POST
 EG2078_STAMPING: 17-13 1991
 EG2078_MARK LOGO: ALHD  
 EG2078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EG2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2078+STABILITY: SURFACE MOTION
 EG2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2078+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1992
 EG2078
 EG2078  HISTORY     - Date     Condition        Report By
 EG2078  HISTORY     - 1991     MONUMENTED       ALHD
 EG2078  HISTORY     - 19920218 GOOD
 EG2078
 EG2078                          STATION DESCRIPTION
 EG2078
 EG2078'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EG2078'THE STATION IS LOCATED IN COLBERT COUNTY ON THE EAST RIGHT OF WAY OF
 EG2078'COLBERT COUNTY ROAD NO. 1, ABOUT 10.90 MI (17.54 KM) SOUTHWEST OF
 EG2078'CHEROKEE AND ABOUT 24.20 MI (38.95 KM) WEST-SOUTHWEST OF TUSCUMBIA.
 EG2078'TO REACH THE STATION FROM THE NATCHEZ TRACE OVERPASS OVER U.S. 72
 EG2078'(MILE POST 5.60 ON U.S. 72) ABOUT 2.65 MI (4.26 KM) WEST OF CHEROKEE,
 EG2078'DRIVE EAST ON U.S. 72 FOR 0.20 MI (0.32 KM) TO MILE POST 5.80 AND THE
 EG2078'ENTRANCE RAMP TO THE NATCHEZ TRACE ON THE RIGHT, TURN RIGHT ON THE
 EG2078'ENTRANCE RAMP AND FOLLOW THE RAMP FOR 0.80 MI (1.29 KM) TO THE
 EG2078'NATCHEZ TRACE (MILE POST 320.35 ON THE NATCHEZ TRACE) LEFT AND RIGHT,
 EG2078'TURN RIGHT ON THE NATCHEZ TRACE AND DRIVE SOUTH FOR 10.65 MI
 EG2078'(17.14 KM) TO MILE POST 309.70 AND THE EXIT RAMP TO COLBERT COUNTY
 EG2078'ROAD NO. 1 ON THE LEFT, TURN LEFT ON THE EXIT RAMP AND DRIVE EAST FOR
 EG2078'0.15 MI (0.24 KM) TO COLBERT COUNTY ROAD NO. 1 LEFT AND RIGHT, TURN
 EG2078'LEFT ON COLBERT COUNTY ROAD NO. 1 AND DRIVE NORTH FOR 0.50 MI
 EG2078'(0.80 KM) TO THE STATION ON THE RIGHT.
 EG2078'THE STATION IS 26.5 FT (8.1 M) EAST-NORTHEAST OF THE CENTER OF COLBERT
 EG2078'COUNTY ROAD NO. 1, 53.5 FT (16.3 M) SOUTHEAST OF THE CENTER OF A
 EG2078'GRAVEL FIELD ROAD, 100.0 FT (30.5 M) SOUTH-SOUTHEAST OF A GRAPHIC
 EG2078'SIDE ROAD LEFT SIGN, 0.10 MI (0.16 KM) SOUTH OF THE SOUTH END OF THE
 EG2078'BEAR CREEK BRIDGE ON COUNTY ROAD NO. 1, 2.0 FT (0.6 M) WEST-SOUTHWEST
 EG2078'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EG2078'STATION 17-14 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EG2078
 EG2078                          STATION RECOVERY (1992)
 EG2078
 EG2078'RECOVERED 1992
 EG2078'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG2079 ***********************************************************************
 EG2079  DESIGNATION -  17 14
 EG2079  PID         -  EG2079
 EG2079  STATE/COUNTY-  AL/COLBERT
 EG2079  USGS QUAD   -  BISHOP (1984)
 EG2079
 EG2079                         *CURRENT SURVEY CONTROL
 EG2079  ___________________________________________________________________
 EG2079* NAD 83(1992)-  34 38 59.91746(N)    088 07 03.22025(W)     ADJUSTED  
 EG2079* NAVD 88     -       140.4    (meters)     461.     (feet)  VERTCON   
 EG2079  ___________________________________________________________________
 EG2079  X           -     172,544.959 (meters)                     COMP
 EG2079  Y           -  -5,249,860.142 (meters)                     COMP
 EG2079  Z           -   3,606,055.155 (meters)                     COMP
 EG2079  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 EG2079  ELLIP HEIGHT-         113.03  (meters)          (07/29/02) GPS OBS
 EG2079  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG2079
 EG2079  HORZ ORDER  -  FIRST
 EG2079  ELLP ORDER  -  FOURTH    CLASS I
 EG2079
 EG2079.The horizontal coordinates were established by GPS observations
 EG2079.and adjusted by the National Geodetic Survey in December 1992..
 EG2079
 EG2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG2079
 EG2079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2079
 EG2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2079
 EG2079.The ellipsoidal height was determined by GPS observations
 EG2079.and is referenced to NAD 83.
 EG2079
 EG2079.The geoid height was determined by GEOID03.
 EG2079
 EG2079;                    North         East     Units Scale Factor Converg.
 EG2079;SPC AL W     -   515,787.971   543,388.341   MT  0.99997282   -0 21 04.1
 EG2079;SPC MS E     -   571,277.483   365,615.881   MT  1.00000305   +0 24 25.1
 EG2079;SPC MS E     - 1,874,266.21  1,199,524.77   sFT  1.00000305   +0 24 25.1
 EG2079;UTM  16      - 3,834,795.893   397,586.024   MT  0.99972928   -0 38 07.6
 EG2079
 EG2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2079!SPC AL W     -   0.99998226  x   0.99997282  =   0.99995508
 EG2079!SPC MS E     -   0.99998226  x   1.00000305  =   0.99998531
 EG2079!UTM  16      -   0.99998226  x   0.99972928  =   0.99971154
 EG2079
 EG2079:                Primary Azimuth Mark                     Grid Az
 EG2079:SPC AL W     -  17 13                                    325 26 43.0
 EG2079:SPC MS E     -  17 13                                    324 41 13.8
 EG2079:UTM  16      -  17 13                                    325 43 46.5
 EG2079
 EG2079|---------------------------------------------------------------------|
 EG2079| PID    Reference Object                     Distance      Geod. Az  |
 EG2079|                                                           dddmmss.s |
 EG2079| EG2078 17 13                               APPROX. 0.6 KM 3250538.9 |
 EG2079|---------------------------------------------------------------------|
 EG2079
 EG2079                          SUPERSEDED SURVEY CONTROL
 EG2079
 EG2079  ELLIP H (12/04/92)  113.08   (m)                       GP(       ) 4 1
 EG2079  NAD 83(1992)-  34 38 59.92521(N)    088 07 03.21902(W) AD(       ) 1
 EG2079  NGVD 29 (12/04/92)  140.4    (m)          461.     (f) GPS OBS        
 EG2079
 EG2079.Superseded values are not recommended for survey control.
 EG2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2079.See file dsdata.txt to determine how the superseded data were derived.
 EG2079
 EG2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9758634796(NAD 83)
 EG2079_MARKER: DD = SURVEY DISK
 EG2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2079_SP_SET: CONCRETE POST
 EG2079_STAMPING: 17-14 1991
 EG2079_MARK LOGO: ALHD  
 EG2079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EG2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2079+STABILITY: SURFACE MOTION
 EG2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2079+SATELLITE: SATELLITE OBSERVATIONS - February 19, 1992
 EG2079
 EG2079  HISTORY     - Date     Condition        Report By
 EG2079  HISTORY     - 1991     MONUMENTED       ALHD
 EG2079  HISTORY     - 19920219 GOOD
 EG2079  HISTORY     - 20040416 GOOD             GEOCAC
 EG2079
 EG2079                          STATION DESCRIPTION
 EG2079
 EG2079'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EG2079'THE STATION IS LOCATED IN COLBERT COUNTY ON THE EAST RIGHT OF WAY OF
 EG2079'COLBERT COUNTY ROAD NO. 1, ABOUT 10.95 MI (17.62 KM) SOUTHWEST OF
 EG2079'CHEROKEE AND ABOUT 24.10 MI (38.78 KM) WEST-SOUTHWEST OF TUSCUMBIA.
 EG2079'TO REACH THE STATION FROM THE NATCHEZ TRACE OVERPASS OVER U.S. 72
 EG2079'(MILE POST 5.60 ON U.S. 72) ABOUT 2.65 MI (4.26 KM) WEST OF CHEROKEE,
 EG2079'DRIVE EAST ON U.S. 72 FOR 0.20 MI (0.32 KM) TO MILE POST 5.80 AND THE
 EG2079'ENTRANCE RAMP TO THE NATCHEZ TRACE ON THE RIGHT, TURN RIGHT ON THE
 EG2079'ENTRANCE RAMP AND FOLLOW THE RAMP FOR 0.80 MI (1.29 KM) TO THE
 EG2079'NATCHEZ TRACE (MILE POST 320.35 ON THE NATCHEZ TRACE) LEFT AND RIGHT,
 EG2079'TURN RIGHT ON THE NATCHEZ TRACE AND DRIVE SOUTH FOR 10.65 MI
 EG2079'(17.14 KM) TO MILE POST 309.70 AND THE EXIT RAMP TO COLBERT COUNTY
 EG2079'ROAD NO. 1 ON THE LEFT, TURN LEFT ON THE EXIT RAMP AND DRIVE EAST FOR
 EG2079'0.15 MI (0.24 KM) TO COLBERT COUNTY ROAD NO. 1 LEFT AND RIGHT, TURN
 EG2079'LEFT ON COLBERT COUNTY ROAD NO. 1 AND DRIVE NORTH FOR 0.15 MI
 EG2079'(0.24 KM) TO THE STATION ON THE RIGHT.
 EG2079'THE STATION IS 15.6 FT (4.8 M) NORTHWEST OF A TELEPHONE CABLE
 EG2079'PEDESTAL, 26.0 FT (7.9 M) NORTH-NORTHEAST OF THE NORTH END OF AN
 EG2079'18-INCH CORREGATED METAL PIPE UNDER A FIELD ROAD, 36.0 FT (11.0 M)
 EG2079'NORTH OF THE CENTER OF A GRAVEL FIELD ROAD, 36.5 FT (11.1 M) EAST OF
 EG2079'THE CENTER OF COLBERT COUNTY ROAD NO. 1, 90.0 FT (27.4 M)
 EG2079'SOUTH-SOUTHWEST OF A PARKWAY BOUNDRY LINE POST, 2.1 FT (0.6 M) WEST OF
 EG2079'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EG2079'STATION 17-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EG2079
 EG2079                          STATION RECOVERY (1992)
 EG2079
 EG2079'RECOVERED 1992
 EG2079'RECOVERED IN GOOD CONDITION.
 EG2079
 EG2079                          STATION RECOVERY (2004)
 EG2079
 EG2079'RECOVERY NOTE BY GEOCACHING 2004 (RCB)
 EG2079'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1752 ***********************************************************************
 EF1752  DESIGNATION -  17 15
 EF1752  PID         -  EF1752
 EF1752  STATE/COUNTY-  AL/COLBERT
 EF1752  USGS QUAD   -  BARTON (1988)
 EF1752
 EF1752                         *CURRENT SURVEY CONTROL
 EF1752  ___________________________________________________________________
 EF1752* NAD 83(1992)-  34 37 35.20946(N)    087 54 20.97894(W)     ADJUSTED  
 EF1752* NAVD 88     -       257.8    (meters)     846.     (feet)  VERTCON   
 EF1752  ___________________________________________________________________
 EF1752  X           -     192,002.087 (meters)                     COMP
 EF1752  Y           -  -5,250,766.101 (meters)                     COMP
 EF1752  Z           -   3,603,974.339 (meters)                     COMP
 EF1752  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 EF1752  ELLIP HEIGHT-         230.67  (meters)          (07/29/02) GPS OBS
 EF1752  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EF1752
 EF1752  HORZ ORDER  -  FIRST
 EF1752  ELLP ORDER  -  FOURTH    CLASS I
 EF1752
 EF1752.The horizontal coordinates were established by GPS observations
 EF1752.and adjusted by the National Geodetic Survey in December 1992..
 EF1752
 EF1752.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1752
 EF1752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1752
 EF1752.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1752
 EF1752.The ellipsoidal height was determined by GPS observations
 EF1752.and is referenced to NAD 83.
 EF1752
 EF1752.The geoid height was determined by GEOID03.
 EF1752
 EF1752;                    North         East     Units Scale Factor Converg.
 EF1752;SPC AL W     -   513,079.286   562,787.546   MT  0.99995040   -0 13 50.2
 EF1752;UTM  16      - 3,831,991.721   416,966.621   MT  0.99968498   -0 30 53.1
 EF1752
 EF1752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1752!SPC AL W     -   0.99996379  x   0.99995040  =   0.99991419
 EF1752!UTM  16      -   0.99996379  x   0.99968498  =   0.99964878
 EF1752
 EF1752                          SUPERSEDED SURVEY CONTROL
 EF1752
 EF1752  ELLIP H (12/04/92)  230.71   (m)                       GP(       ) 4 1
 EF1752  NAD 83(1992)-  34 37 35.21773(N)    087 54 20.97749(W) AD(       ) 1
 EF1752  NGVD 29 (12/04/92)  257.7    (m)          845.     (f) GPS OBS        
 EF1752
 EF1752.Superseded values are not recommended for survey control.
 EF1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1752.See file dsdata.txt to determine how the superseded data were derived.
 EF1752
 EF1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1696731992(NAD 83)
 EF1752_MARKER: DD = SURVEY DISK
 EF1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1752_SP_SET: CONCRETE POST
 EF1752_STAMPING: 17-15 1992
 EF1752_MARK LOGO: ALHD  
 EF1752_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1752+STABILITY: SURFACE MOTION
 EF1752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1752+SATELLITE: SATELLITE OBSERVATIONS - 1992
 EF1752
 EF1752  HISTORY     - Date     Condition        Report By
 EF1752  HISTORY     - 1992     MONUMENTED       ALHD
 EF1752
 EF1752                          STATION DESCRIPTION
 EF1752
 EF1752'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 EF1752'THE STATION IS LOCATED IN COLBERT COUNTY ON THE NORTHWEST RIGHT OF WAY
 EF1752'OF ALA 247, ABOUT 9.55 MI (15.37 KM) SOUTH-SOUTHEAST OF CHEROKEE AND
 EF1752'ABOUT 13.50 MI (21.73 KM) SOUTHWEST OF TUSCUMBIA.
 EF1752'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 247 (MILE
 EF1752'POST 17.75 ON U.S. 72 AND MILE POST 24.90 ON ALA 247) ABOUT 7 MI
 EF1752'(11.3 KM) WEST OF TUSCUMBIA, DRIVE SOUTHWEST ON ALA 247 FOR 8.85 MI
 EF1752'(14.24 KM) TO MILE POST 16.05 AND THE STATION ON THE RIGHT IN FRONT
 EF1752'OF THE ALA 247 VOL. FIRE DEPT.
 EF1752'THE STATION IS LOCATED IN FRONT OF THE ALA 247 VOL. FIRE DEPT., 55.2
 EF1752'FT (16.8 M) NORTHWEST OF THE CENTER LINE OF ALA 247, 66.7 FT
 EF1752'(20.3 M) SOUTHEAST OF A FIRE HYDRANT IN A CONCRETE SLAB, 67.2 FT
 EF1752'(20.5 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE SLAB IN
 EF1752'FRONT OF THE METAL BUILDING, 69.0 FT (21.0 M) SOUTHWEST OF THE CENTER
 EF1752'OF A GRAVEL DRIVEWAY, 76.7 FT (23.4 M) SOUTHEAST OF A POST FOR A
 EF1752'BASKETBALL GOAL, 86.9 FT (26.5 M) SOUTHEAST OF THE SOUTHEAST CORNER
 EF1752'OF THE METAL FIRE DEPT. BUILDING, 90.8 FT (27.7 M) NORTHWEST OF A
 EF1752'SMALL FIRE HYDRANT, 2.0 FT (0.6 M) EAST-SOUTHEAST OF A CARSONITE
 EF1752'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1752'STATION 17-16 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1753 ***********************************************************************
 EF1753  DESIGNATION -  17 16
 EF1753  PID         -  EF1753
 EF1753  STATE/COUNTY-  AL/COLBERT
 EF1753  USGS QUAD   -  BARTON (1988)
 EF1753
 EF1753                         *CURRENT SURVEY CONTROL
 EF1753  ___________________________________________________________________
 EF1753* NAD 83(1992)-  34 37 58.56533(N)    087 53 59.98183(W)     ADJUSTED  
 EF1753* NAVD 88     -       249.0    (meters)     817.     (feet)  VERTCON   
 EF1753  ___________________________________________________________________
 EF1753  X           -     192,521.345 (meters)                     COMP
 EF1753  Y           -  -5,250,330.571 (meters)                     COMP
 EF1753  Z           -   3,604,561.572 (meters)                     COMP
 EF1753  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 EF1753  ELLIP HEIGHT-         221.88  (meters)          (07/29/02) GPS OBS
 EF1753  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EF1753
 EF1753  HORZ ORDER  -  FIRST
 EF1753  ELLP ORDER  -  FOURTH    CLASS I
 EF1753
 EF1753.The horizontal coordinates were established by GPS observations
 EF1753.and adjusted by the National Geodetic Survey in December 1992..
 EF1753
 EF1753.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1753
 EF1753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1753
 EF1753.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1753
 EF1753.The ellipsoidal height was determined by GPS observations
 EF1753.and is referenced to NAD 83.
 EF1753
 EF1753.The geoid height was determined by GEOID03.
 EF1753
 EF1753;                    North         East     Units Scale Factor Converg.
 EF1753;SPC AL W     -   513,796.817   563,325.220   MT  0.99994991   -0 13 38.4
 EF1753;UTM  16      - 3,832,706.386   417,507.703   MT  0.99968387   -0 30 41.4
 EF1753
 EF1753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1753!SPC AL W     -   0.99996517  x   0.99994991  =   0.99991508
 EF1753!UTM  16      -   0.99996517  x   0.99968387  =   0.99964905
 EF1753
 EF1753                          SUPERSEDED SURVEY CONTROL
 EF1753
 EF1753  ELLIP H (12/04/92)  221.91   (m)                       GP(       ) 4 1
 EF1753  NAD 83(1992)-  34 37 58.57360(N)    087 53 59.98038(W) AD(       ) 1
 EF1753  NGVD 29 (12/04/92)  248.9    (m)          817.     (f) GPS OBS        
 EF1753
 EF1753.Superseded values are not recommended for survey control.
 EF1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1753.See file dsdata.txt to determine how the superseded data were derived.
 EF1753
 EF1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1750832706(NAD 83)
 EF1753_MARKER: DD = SURVEY DISK
 EF1753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1753_SP_SET: CONCRETE POST
 EF1753_STAMPING: 17-16 1992
 EF1753_MARK LOGO: ALHD  
 EF1753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1753+STABILITY: SURFACE MOTION
 EF1753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1753+SATELLITE: SATELLITE OBSERVATIONS - 1992
 EF1753
 EF1753  HISTORY     - Date     Condition        Report By
 EF1753  HISTORY     - 1992     MONUMENTED       ALHD
 EF1753
 EF1753                          STATION DESCRIPTION
 EF1753
 EF1753'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 EF1753'THE STATION IS LOCATED IN COLBERT COUNTY ON THE SOUTHEAST RIGHT OF WAY
 EF1753'OF ALA 247, ABOUT 9.40 MI (15.13 KM) SOUTH-SOUTHEAST OF CHEROKEE AND
 EF1753'ABOUT 13.00 MI (20.92 KM) SOUTHWEST OF TUSCUMBIA.
 EF1753'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 247 (MILE
 EF1753'POST 17.75 ON U.S. 72 AND MILE POST 24.90 ON ALA 247) ABOUT 7 MI
 EF1753'(11.3 KM) WEST OF TUSCUMBIA, DRIVE SOUTHWEST ON ALA 247 FOR 8.30 MI
 EF1753'(13.36 KM) TO MILE POST 16.60 AND THE STATION ON THE LEFT.
 EF1753'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF THE PROJECTED FENCE LINE,
 EF1753'53.3 FT (16.2 M) SOUTHEAST OF THE CENTER LINE OF ALA 247, 110.0 FT
 EF1753'(33.5 M) SOUTHWEST OF THE PRESENT END OF THE FENCE, 1.7 FT (0.5 M)
 EF1753'WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1753'GROUND.
 EF1753'STATION 17-15 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7727 ***********************************************************************
 AA7727  DESIGNATION -  17 17
 AA7727  PID         -  AA7727
 AA7727  STATE/COUNTY-  AL/COLBERT
 AA7727  USGS QUAD   -  TUSCUMBIA (1971)
 AA7727
 AA7727                         *CURRENT SURVEY CONTROL
 AA7727  ___________________________________________________________________
 AA7727* NAD 83(1992)-  34 44 24.47004(N)    087 37 46.50562(W)     ADJUSTED  
 AA7727* NAVD 88     -       158.3    (meters)     519.     (feet)  VERTCON   
 AA7727  ___________________________________________________________________
 AA7727  X           -     217,015.297 (meters)                     COMP
 AA7727  Y           -  -5,242,527.221 (meters)                     COMP
 AA7727  Z           -   3,614,288.595 (meters)                     COMP
 AA7727  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 AA7727  ELLIP HEIGHT-         131.27  (meters)          (07/29/02) GPS OBS
 AA7727  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AA7727
 AA7727  HORZ ORDER  -  FIRST
 AA7727  ELLP ORDER  -  FOURTH    CLASS I
 AA7727
 AA7727.The horizontal coordinates were established by GPS observations
 AA7727.and adjusted by the National Geodetic Survey in August 1995..
 AA7727
 AA7727.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7727
 AA7727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7727
 AA7727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7727
 AA7727.The ellipsoidal height was determined by GPS observations
 AA7727.and is referenced to NAD 83.
 AA7727
 AA7727.The geoid height was determined by GEOID03.
 AA7727
 AA7727;                    North         East     Units Scale Factor Converg.
 AA7727;SPC AL W     -   525,622.660   588,133.942   MT  0.99993507   -0 04 25.8
 AA7727;UTM  16      - 3,844,405.593   442,367.886   MT  0.99964094   -0 21 31.6
 AA7727
 AA7727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7727!SPC AL W     -   0.99997939  x   0.99993507  =   0.99991447
 AA7727!UTM  16      -   0.99997939  x   0.99964094  =   0.99962034
 AA7727
 AA7727|---------------------------------------------------------------------|
 AA7727| PID    Reference Object                     Distance      Geod. Az  |
 AA7727|                                                           dddmmss.s |
 AA7727| EF1679 17 9                                396.858 METERS 27304     |
 AA7727|---------------------------------------------------------------------|
 AA7727
 AA7727                          SUPERSEDED SURVEY CONTROL
 AA7727
 AA7727  ELLIP H (10/10/95)  131.32   (m)                       GP(       ) 4 2
 AA7727  NGVD 29 (08/31/95)  158.3    (m)          519.     (f) GPS OBS        
 AA7727
 AA7727.Superseded values are not recommended for survey control.
 AA7727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7727.See file dsdata.txt to determine how the superseded data were derived.
 AA7727
 AA7727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4236844406(NAD 83)
 AA7727_MARKER: DD = SURVEY DISK
 AA7727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7727_STAMPING: 17-17 1994
 AA7727_MARK LOGO: ALHD  
 AA7727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7727+STABILITY: SURFACE MOTION
 AA7727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7727+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7727
 AA7727  HISTORY     - Date     Condition        Report By
 AA7727  HISTORY     - 1994     MONUMENTED       ALHD
 AA7727  HISTORY     - 20010806 GOOD             NGS
 AA7727
 AA7727                          STATION DESCRIPTION
 AA7727
 AA7727'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7727'THE STATION IS IN COLBERT COUNTY ON THE SOUTH RIGHT OF WAY OF A PAVED
 AA7727'CITY STREET IN MUSCLE SHOALS.
 AA7727' 
 AA7727'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72 AND AL 133
 AA7727'NORTH (MILEPOST 30.06 ON ALTERNATE U.S. 72 AND MILEPOST 0.00 ON AL
 AA7727'133), JUST SOUTH OF MUSCLE SHOALS, DRIVE NORTH ON AL 133 FOR 3.20
 AA7727'MILES (5.15 KM) TO MILEPOST 3.20 AND A PAVED CITY STREET RIGHT. TURN
 AA7727'RIGHT ON THE PAVED CITY STREET AND DRIVE EAST FOR 0.30 MI (0.48 KM) TO
 AA7727'THE STATION ON THE RIGHT.
 AA7727' 
 AA7727'THE STATION IS 24.8 FT (7.6 M) SOUTH OF THE CENTER OF A PAVED CITY
 AA7727'STREET, 33.0 FT (10.1 M) WEST OF TELEPHONE CABLE PEDESTAL NO 1, 39.0
 AA7727'FT (11.9 M) SOUTH OF A BLACK METAL MAILBOX ON A THREE-INCH METAL POST
 AA7727'ACROSS THE STREET, 71.5 FT (21.8 M) SOUTHWEST OF THE CENTER OF A
 AA7727'GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE ACROSS THE STREET, 104.7 FT
 AA7727'(31.9 M) WEST OF A POWER AND CABLE POLE WITH A STREET LIGHT, 119.4 FT
 AA7727'(36.4 M) WEST-SOUTHWEST OF TELPHONE CABLE PEDESTAL 1613 E3 ACROSS THE
 AA7727'STREET, 126.5 FT (38.6 M) WEST-SOUTHWEST OF THE SOUTH END OF A FOUR
 AA7727'FOOT CHAIN LINK FENCE ACROSS THE STREET, 145.9 FT (44.5 M) EAST OF
 AA7727'TELEPHONE CABLE PEDESTAL 1613 E 2 1/2, 2.1 FT (0.6 M) NORTH OF A
 AA7727'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7727' 
 AA7727'STATION 17-9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7727
 AA7727                          STATION RECOVERY (2001)
 AA7727
 AA7727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA7727'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7728 ***********************************************************************
 AA7728  DESIGNATION -  17 18
 AA7728  PID         -  AA7728
 AA7728  STATE/COUNTY-  AL/COLBERT
 AA7728  USGS QUAD   -  TUSCUMBIA (1971)
 AA7728
 AA7728                         *CURRENT SURVEY CONTROL
 AA7728  ___________________________________________________________________
 AA7728* NAD 83(1992)-  34 41 58.07499(N)    087 38 23.37676(W)     ADJUSTED  
 AA7728* NAVD 88     -       153.3    (meters)     503.     (feet)  VERTCON   
 AA7728  ___________________________________________________________________
 AA7728  X           -     216,183.805 (meters)                     COMP
 AA7728  Y           -  -5,245,129.157 (meters)                     COMP
 AA7728  Z           -   3,610,577.708 (meters)                     COMP
 AA7728  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AA7728  ELLIP HEIGHT-         126.31  (meters)          (07/29/02) GPS OBS
 AA7728  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AA7728
 AA7728  HORZ ORDER  -  FIRST
 AA7728  ELLP ORDER  -  FOURTH    CLASS I
 AA7728
 AA7728.The horizontal coordinates were established by GPS observations
 AA7728.and adjusted by the National Geodetic Survey in August 1995..
 AA7728
 AA7728.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7728
 AA7728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7728
 AA7728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7728
 AA7728.The ellipsoidal height was determined by GPS observations
 AA7728.and is referenced to NAD 83.
 AA7728
 AA7728.The geoid height was determined by GEOID03.
 AA7728
 AA7728;                    North         East     Units Scale Factor Converg.
 AA7728;SPC AL W     -   521,112.990   587,189.815   MT  0.99993536   -0 04 46.6
 AA7728;UTM  16      - 3,839,901.994   441,401.640   MT  0.99964232   -0 21 51.3
 AA7728
 AA7728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7728!SPC AL W     -   0.99998017  x   0.99993536  =   0.99991553
 AA7728!UTM  16      -   0.99998017  x   0.99964232  =   0.99962250
 AA7728
 AA7728                          SUPERSEDED SURVEY CONTROL
 AA7728
 AA7728  ELLIP H (10/10/95)  126.36   (m)                       GP(       ) 4 2
 AA7728  NGVD 29 (08/31/95)  153.2    (m)          503.     (f) GPS OBS        
 AA7728
 AA7728.Superseded values are not recommended for survey control.
 AA7728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7728.See file dsdata.txt to determine how the superseded data were derived.
 AA7728
 AA7728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4140239902(NAD 83)
 AA7728_MARKER: DD = SURVEY DISK
 AA7728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7728_STAMPING: 17-18 1994
 AA7728_MARK LOGO: ALHD  
 AA7728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7728+STABILITY: SURFACE MOTION
 AA7728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7728+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7728
 AA7728  HISTORY     - Date     Condition        Report By
 AA7728  HISTORY     - 1994     MONUMENTED       ALHD
 AA7728
 AA7728                          STATION DESCRIPTION
 AA7728
 AA7728'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7728'THE STATION IS IN COLBERT COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA7728'ALTERNATE U.S. 72 ABOUT 3.55 MI (5.71 KM) SOUTH OF MUSCLE SHOALS AND
 AA7728'ABOUT 7.80 MI (12.55 KM) NORTH OF LITTLEVILLE.
 AA7728' 
 AA7728'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72 AND AL 133
 AA7728'NORTH (MILEPOST 30.06 ON ALTERNATE U.S. 72 AND MILEPOST 0.00 ON AL
 AA7728'133), SOUTH OF MUSCLE SHOALS, DRIVE NORTHWEST ON ALTERNATE U.S. 72 FOR
 AA7728'0.30 MI (0.48 KM) TO MILEPOST 29.75 AND THE STATION ON THE LEFT.
 AA7728' 
 AA7728'THE STATION IS 53.3 FT (16.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AA7728'THE EAST BOUND LANES OF ALTERNATE U.S. 72, 109.0 FT (33.2 M)
 AA7728'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF ALTERNATE
 AA7728'U.S. 72, 145.3 FT (44.3 M) SOUTH-SOUTHWEST OF A COLBERT COUNTY ROAD 22
 AA7728'DIRECTIONAL SIGN ACROSS ALTERNATE U.S. 72, 345.0 FT (105.2 M) WEST OF
 AA7728'A JUNCTION AL 133 SIGN, 368.0 FT (112.2 M) WEST-NORTHWEST OF AN
 AA7728'UNDERGROUND CABLE WARNING SIGN, 2.2 FT (0.7 M) NORTH-NORTHEAST OF A
 AA7728'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7728' 
 AA7728'BENCH MARK E 478 1983 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7729 ***********************************************************************
 AA7729  DESIGNATION -  17 19
 AA7729  PID         -  AA7729
 AA7729  STATE/COUNTY-  AL/COLBERT
 AA7729  USGS QUAD   -  MARGERUM (1984)
 AA7729
 AA7729                         *CURRENT SURVEY CONTROL
 AA7729  ___________________________________________________________________
 AA7729* NAD 83(1992)-  34 48 23.02481(N)    088 04 54.09139(W)     ADJUSTED  
 AA7729* NAVD 88     -       131.0    (meters)     430.     (feet)  VERTCON   
 AA7729  ___________________________________________________________________
 AA7729  X           -     175,500.347 (meters)                     COMP
 AA7729  Y           -  -5,239,863.436 (meters)                     COMP
 AA7729  Z           -   3,620,311.405 (meters)                     COMP
 AA7729  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA7729  ELLIP HEIGHT-         103.72  (meters)          (07/29/02) GPS OBS
 AA7729  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AA7729
 AA7729  HORZ ORDER  -  FIRST
 AA7729  ELLP ORDER  -  FOURTH    CLASS I
 AA7729
 AA7729.The horizontal coordinates were established by GPS observations
 AA7729.and adjusted by the National Geodetic Survey in August 1995..
 AA7729
 AA7729.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7729
 AA7729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7729
 AA7729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7729
 AA7729.The ellipsoidal height was determined by GPS observations
 AA7729.and is referenced to NAD 83.
 AA7729
 AA7729.The geoid height was determined by GEOID03.
 AA7729
 AA7729;                    North         East     Units Scale Factor Converg.
 AA7729;SPC AL W     -   533,119.969   546,776.854   MT  0.99996823   -0 19 55.3
 AA7729;UTM  16      - 3,852,106.576   401,059.821   MT  0.99972065   -0 37 02.9
 AA7729
 AA7729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7729!SPC AL W     -   0.99998372  x   0.99996823  =   0.99995195
 AA7729!UTM  16      -   0.99998372  x   0.99972065  =   0.99970437
 AA7729
 AA7729                          SUPERSEDED SURVEY CONTROL
 AA7729
 AA7729  ELLIP H (10/10/95)  103.75   (m)                       GP(       ) 4 2
 AA7729  NGVD 29 (08/31/95)  131.0    (m)          430.     (f) GPS OBS        
 AA7729
 AA7729.Superseded values are not recommended for survey control.
 AA7729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7729.See file dsdata.txt to determine how the superseded data were derived.
 AA7729
 AA7729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0106052107(NAD 83)
 AA7729_MARKER: DD = SURVEY DISK
 AA7729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7729_STAMPING: 17-19 1994
 AA7729_MARK LOGO: ALHD  
 AA7729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7729+STABILITY: SURFACE MOTION
 AA7729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7729+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7729
 AA7729  HISTORY     - Date     Condition        Report By
 AA7729  HISTORY     - 1994     MONUMENTED       ALHD
 AA7729
 AA7729                          STATION DESCRIPTION
 AA7729
 AA7729'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7729'THE STATION IS IN COLBERT COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA7729'COLBERT COUNTY ROAD 1 ABOUT 7.10 MI (11.43 KM) NORTHWEST OF CHEROKEE.
 AA7729' 
 AA7729'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7729'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7729'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 24.15 MI (38.86 KM) TO
 AA7729'MILEPOST 2.15 AND COLBERT COUNTY ROAD 1 TO THE RIGHT. TURN RIGHT ON
 AA7729'COLBERT COUNTY ROAD 1 AND DRIVE NORTH FOR 3.25 MI (5.23 KM) TO THE
 AA7729'STATION ON THE LEFT.
 AA7729' 
 AA7729'THE STATION IS 26.0 FT (7.9 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 AA7729'COLBERT COUNTY ROAD 1, 53.0 FT (16.2 M) SOUTHWEST OF TELEPHONE CABLE
 AA7729'PEDESTAL D 44 ACROSS THE ROAD, 63.0 FT (19.2 M) SOUTHWEST OF A POWER
 AA7729'POLE ACROSS THE ROAD, 2.3 FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS
 AA7729'POST AND SET FLUSH WITH THE GROUND.
 AA7729' 
 AA7729'STATION 17-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1673 ***********************************************************************
 EF1673  DESIGNATION -  17 2
 EF1673  PID         -  EF1673
 EF1673  STATE/COUNTY-  AL/COLBERT
 EF1673  USGS QUAD   -  RUSSELLVILLE (1988)
 EF1673
 EF1673                         *CURRENT SURVEY CONTROL
 EF1673  ___________________________________________________________________
 EF1673* NAD 83(1992)-  34 35 29.27033(N)    087 38 02.85272(W)     ADJUSTED  
 EF1673* NAVD 88     -       215.6    (meters)     707.     (feet)  VERTCON   
 EF1673  ___________________________________________________________________
 EF1673  X           -     216,989.010 (meters)                     COMP
 EF1673  Y           -  -5,251,964.521 (meters)                     COMP
 EF1673  Z           -   3,600,756.374 (meters)                     COMP
 EF1673  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 EF1673  ELLIP HEIGHT-         188.80  (meters)          (07/29/02) GPS OBS
 EF1673  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 EF1673
 EF1673  HORZ ORDER  -  FIRST
 EF1673  ELLP ORDER  -  FOURTH    CLASS I
 EF1673
 EF1673.The horizontal coordinates were established by GPS observations
 EF1673.and adjusted by the National Geodetic Survey in December 1992..
 EF1673
 EF1673.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1673
 EF1673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1673
 EF1673.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1673
 EF1673.The ellipsoidal height was determined by GPS observations
 EF1673.and is referenced to NAD 83.
 EF1673
 EF1673.The geoid height was determined by GEOID03.
 EF1673
 EF1673;                    North         East     Units Scale Factor Converg.
 EF1673;SPC AL W     -   509,132.040   587,696.178   MT  0.99993520   -0 04 34.1
 EF1673;UTM  16      - 3,827,922.194   441,848.425   MT  0.99964168   -0 21 36.1
 EF1673
 EF1673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1673!SPC AL W     -   0.99997036  x   0.99993520  =   0.99990557
 EF1673!UTM  16      -   0.99997036  x   0.99964168  =   0.99961205
 EF1673
 EF1673:                Primary Azimuth Mark                     Grid Az
 EF1673:SPC AL W     -  17 1                                     206 48 02.3
 EF1673:UTM  16      -  17 1                                     207 05 04.3
 EF1673
 EF1673|---------------------------------------------------------------------|
 EF1673| PID    Reference Object                     Distance      Geod. Az  |
 EF1673|                                                           dddmmss.s |
 EF1673| EF1669 17 1                                456.598 METERS 2064328.2 |
 EF1673|---------------------------------------------------------------------|
 EF1673
 EF1673                          SUPERSEDED SURVEY CONTROL
 EF1673
 EF1673  ELLIP H (12/04/92)  188.85   (m)                       GP(       ) 4 1
 EF1673  NAD 83(1992)-  34 35 29.27732(N)    087 38 02.84961(W) AD(       ) 1
 EF1673  NGVD 29 (12/04/92)  215.5    (m)          707.     (f) GPS OBS        
 EF1673
 EF1673.Superseded values are not recommended for survey control.
 EF1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1673.See file dsdata.txt to determine how the superseded data were derived.
 EF1673
 EF1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4184827922(NAD 83)
 EF1673_MARKER: DD = SURVEY DISK
 EF1673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1673_SP_SET: CONCRETE POST
 EF1673_STAMPING: 17 - 2 1990
 EF1673_MARK LOGO: ALHD  
 EF1673_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1673+STABILITY: SURFACE MOTION
 EF1673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1673+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1673
 EF1673  HISTORY     - Date     Condition        Report By
 EF1673  HISTORY     - 1990     MONUMENTED       ALHD
 EF1673
 EF1673                          STATION DESCRIPTION
 EF1673
 EF1673'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1673'THE STATION IS LOCATED IN COLBERT COUNTY ON THE EAST RIGHT OF WAY OF
 EF1673'COLBERT COUNTY ROAD NO. 77, ABOUT 3.86 KM (2.40 MI) EAST OF
 EF1673'LITTLEVILLE AND ABOUT 15.29 KM (9.50 MI) SOUTHWEST OF LEIGHTON.
 EF1673'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND COLBERT COUNTY
 EF1673'ROAD NO. 55, MILE POST 307.60 ON U. S. 43, IN LITTLEVILLE, DRIVE EAST
 EF1673'ON COUNTY ROAD 55 0.48 KM (0.30 MI) TO A RAILROAD GRADE CROSSING,
 EF1673'CONTINUE EAST ON COUNTY ROAD 55 2.66 KM (1.65 MI) TO A CROSS ROAD
 EF1673'WITH COUNTY ROAD 55 RIGHT, COUNTY ROAD 77 LEFT AND AHEAD, CONTINUE
 EF1673'AHEAD AND DRIVE EAST AND THEN NORTH ON COUNTY ROAD 77 2.73 KM
 EF1673'(1.70 MI) TO MT. HOME NO. 1 MISSIONARY BAPTIST CHURCH ON THE LEFT,
 EF1673'CONTINUE NORTH ON COUNTY ROAD 77 0.08 KM (0.05 MI) TO THE STATION ON
 EF1673'THE RIGHT.
 EF1673'THE STATION IS 0.76 M (2.49 FT) WEST OF A HOGWIRE FENCE WITH ONE
 EF1673'STRAND OF BARBED WIRE, 9.48 M (31.10 FT) EAST OF THE CENTERLINE OF
 EF1673'COUNTY ROAD 77, 13.72 M (45.01 FT) NORTH OF A FENCE JUNCTION, 16.86 M
 EF1673'(55.31 FT) EAST - SOUTHEAST OF THE SOUTH END OF AN 18 INCH CONCRETE
 EF1673'PIPE UNDER A DRIVEWAY ACROSS COUNTY ROAD 77, 23.59 M (77.39 FT) SOUTH
 EF1673'- SOUTHWEST OF A JUNCTION POWER POLE IN THE PASTURE, 0.55 M
 EF1673'(1.80 FT) WEST - NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1673'WITH THE GROUND.
 EF1673'STATION 17 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7730 ***********************************************************************
 AA7730  DESIGNATION -  17 20
 AA7730  PID         -  AA7730
 AA7730  STATE/COUNTY-  AL/COLBERT
 AA7730  USGS QUAD   -  MARGERUM (1984)
 AA7730
 AA7730                         *CURRENT SURVEY CONTROL
 AA7730  ___________________________________________________________________
 AA7730* NAD 83(1992)-  34 48 43.41107(N)    088 05 11.58839(W)     ADJUSTED  
 AA7730* NAVD 88     -       164.9    (meters)     541.     (feet)  VERTCON   
 AA7730  ___________________________________________________________________
 AA7730  X           -     175,044.814 (meters)                     COMP
 AA7730  Y           -  -5,239,547.658 (meters)                     COMP
 AA7730  Z           -   3,620,846.542 (meters)                     COMP
 AA7730  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA7730  ELLIP HEIGHT-         137.57  (meters)          (07/29/02) GPS OBS
 AA7730  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AA7730
 AA7730  HORZ ORDER  -  FIRST
 AA7730  ELLP ORDER  -  FOURTH    CLASS I
 AA7730
 AA7730.The horizontal coordinates were established by GPS observations
 AA7730.and adjusted by the National Geodetic Survey in August 1995..
 AA7730
 AA7730.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7730
 AA7730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7730
 AA7730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7730
 AA7730.The ellipsoidal height was determined by GPS observations
 AA7730.and is referenced to NAD 83.
 AA7730
 AA7730.The geoid height was determined by GEOID03.
 AA7730
 AA7730;                    North         East     Units Scale Factor Converg.
 AA7730;SPC AL W     -   533,750.747   546,335.819   MT  0.99996881   -0 20 05.5
 AA7730;UTM  16      - 3,852,739.387   400,622.042   MT  0.99972172   -0 37 13.3
 AA7730
 AA7730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7730!SPC AL W     -   0.99997841  x   0.99996881  =   0.99994722
 AA7730!UTM  16      -   0.99997841  x   0.99972172  =   0.99970013
 AA7730
 AA7730                          SUPERSEDED SURVEY CONTROL
 AA7730
 AA7730  ELLIP H (10/10/95)  137.60   (m)                       GP(       ) 4 2
 AA7730  NGVD 29 (08/31/95)  164.9    (m)          541.     (f) GPS OBS        
 AA7730
 AA7730.Superseded values are not recommended for survey control.
 AA7730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7730.See file dsdata.txt to determine how the superseded data were derived.
 AA7730
 AA7730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0062252739(NAD 83)
 AA7730_MARKER: DD = SURVEY DISK
 AA7730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7730_STAMPING: 17-20 1994
 AA7730_MARK LOGO: ALHD  
 AA7730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7730+STABILITY: SURFACE MOTION
 AA7730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7730+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7730
 AA7730  HISTORY     - Date     Condition        Report By
 AA7730  HISTORY     - 1994     MONUMENTED       ALHD
 AA7730
 AA7730                          STATION DESCRIPTION
 AA7730
 AA7730'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7730'THE STATION IS IN COLBERT COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA7730'COLBERT COUNTY ROAD 1 ABOUT 7.50 MI (12.07 KM) NORTHWEST OF CHEROKEE.
 AA7730' 
 AA7730'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7730'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7730'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 24.15 MI (38.86 KM) TO
 AA7730'MILEPOST 2.15 AND COLBERT COUNTY ROAD 1 TO THE RIGHT. TURN RIGHT ON
 AA7730'COLBERT COUNTY ROAD 1 AND DRIVE NORTH FOR 3.75 MI (6.03 KM) TO THE
 AA7730'STATION ON THE LEFT.
 AA7730' 
 AA7730'THE STATION IS 28.9 FT (8.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AA7730'COLBERT COUNTY ROAD 1, 72.2 FT (22.0 M) WEST-SOUTHWEST OF A TELEPHONE
 AA7730'CABLE PEDESTAL ACROSS THE ROAD, 127.2 FT (38.8 M) SOUTHEAST OF A POWER
 AA7730'POLE ACROSS THE ROAD, 172.5 FT (52.6 M) WEST OF AN ANGLE POWER POLE
 AA7730'WITH FOUR GUY WIRES ACROSS THE ROAD, 7.4 FT (2.3 M) NORTH-NORTHEAST OF
 AA7730'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7730' 
 AA7730'STATION 17-19 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7731 ***********************************************************************
 AA7731  DESIGNATION -  17 21
 AA7731  PID         -  AA7731
 AA7731  STATE/COUNTY-  AL/COLBERT
 AA7731  USGS QUAD   -  CHEROKEE (1988)
 AA7731
 AA7731                         *CURRENT SURVEY CONTROL
 AA7731  ___________________________________________________________________
 AA7731* NAD 83(1992)-  34 51 20.69278(N)    087 59 58.36953(W)     ADJUSTED  
 AA7731* NAVD 88     -       251.7    (meters)     826.     (feet)  VERTCON   
 AA7731  ___________________________________________________________________
 AA7731  X           -     182,906.853 (meters)                     COMP
 AA7731  Y           -  -5,236,580.151 (meters)                     COMP
 AA7731  Z           -   3,624,874.548 (meters)                     COMP
 AA7731  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AA7731  ELLIP HEIGHT-         224.39  (meters)          (07/29/02) GPS OBS
 AA7731  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AA7731
 AA7731  HORZ ORDER  -  FIRST
 AA7731  ELLP ORDER  -  FOURTH    CLASS I
 AA7731
 AA7731.The horizontal coordinates were established by GPS observations
 AA7731.and adjusted by the National Geodetic Survey in August 1995..
 AA7731
 AA7731.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7731
 AA7731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7731
 AA7731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7731
 AA7731.The ellipsoidal height was determined by GPS observations
 AA7731.and is referenced to NAD 83.
 AA7731
 AA7731.The geoid height was determined by GEOID03.
 AA7731
 AA7731;                    North         East     Units Scale Factor Converg.
 AA7731;SPC AL W     -   538,554.205   554,320.217   MT  0.99995904   -0 17 07.8
 AA7731;UTM  16      - 3,857,501.783   408,628.273   MT  0.99970290   -0 34 16.7
 AA7731
 AA7731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7731!SPC AL W     -   0.99996478  x   0.99995904  =   0.99992382
 AA7731!UTM  16      -   0.99996478  x   0.99970290  =   0.99966769
 AA7731
 AA7731:                Primary Azimuth Mark                     Grid Az
 AA7731:SPC AL W     -  17 22                                    304 05 02.4
 AA7731:UTM  16      -  17 22                                    304 22 11.3
 AA7731
 AA7731|---------------------------------------------------------------------|
 AA7731| PID    Reference Object                     Distance      Geod. Az  |
 AA7731|                                                           dddmmss.s |
 AA7731| AA7732 17 22                               415.275 METERS 3034754.6 |
 AA7731|---------------------------------------------------------------------|
 AA7731
 AA7731                          SUPERSEDED SURVEY CONTROL
 AA7731
 AA7731  ELLIP H (10/10/95)  224.43   (m)                       GP(       ) 4 2
 AA7731  NGVD 29 (08/31/95)  251.7    (m)          826.     (f) GPS OBS        
 AA7731
 AA7731.Superseded values are not recommended for survey control.
 AA7731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7731.See file dsdata.txt to determine how the superseded data were derived.
 AA7731
 AA7731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0862857502(NAD 83)
 AA7731_MARKER: DD = SURVEY DISK
 AA7731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7731_STAMPING: 17-21 1994
 AA7731_MARK LOGO: ALHD  
 AA7731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7731+STABILITY: SURFACE MOTION
 AA7731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7731+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7731
 AA7731  HISTORY     - Date     Condition        Report By
 AA7731  HISTORY     - 1994     MONUMENTED       ALHD
 AA7731
 AA7731                          STATION DESCRIPTION
 AA7731
 AA7731'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7731'THE STATION IS IN COLBERT COUNTY ON THE WEST RIGHT OF WAY OF COLBERT
 AA7731'COUNTY ROAD 1 ABOUT 7.00 MI (11.27 KM) NORTH OF CHEROKEE.
 AA7731' 
 AA7731'TO REACH THE STATION FROM THE CENTER OF THE NATCHEZ TRACE PARKWAY OVER
 AA7731'U.S. 72 (MILEPOST 5.55 ON U.S. 72) WEST OF CHEROKEE, DRIVE NORTHEAST
 AA7731'AND NORTH ON THE NATCHEZ TRACE PARKWAY FOR 5.80 MI (9.33 KM) TO
 AA7731'MILEPOST 326.35 AND COLBERT COUNTY ROAD 21 LEFT AND RIGHT. TURN LEFT
 AA7731'ON COLBERT COUNTY ROAD 21 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO
 AA7731'COLBERT COUNTY ROAD 6 LEFT. TURN LEFT ON COLBERT COUNTY ROAD 6 AND
 AA7731'DRIVE WEST FOR 0.90 MI (1.45 KM) TO A Y-INTERSECTION WITH A PAVED
 AA7731'COUNTY ROAD RIGHT AND COLBERT COUNTY ROAD 6 STRAIGHT AHEAD. BEAR RIGHT
 AA7731'ON A PAVED COUNTY ROAD AND DRIVE NORTHWEST AND WEST FOR 0.70 MI (1.13
 AA7731'KM) TO ANOTHER Y-INTERSECTION WITH PAVED COUNTY ROADS LEADING LEFT AND
 AA7731'RIGHT. BEAR RIGHT ON A PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR 1.90
 AA7731'MI (3.06 KM) TO THE STATION ON THE LEFT.
 AA7731' 
 AA7731'THE STATION IS 45.4 FT (13.8 M) WEST OF THE CENTER OF COLBERT COUNTY
 AA7731'ROAD 1, 50.4 FT (15.4 M) NORTH-NORTHWEST OF THE CENTER OF A WOODS
 AA7731'ROAD, 2.1 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET
 AA7731'FLUSH WITH THE GROUND.
 AA7731' 
 AA7731'STATION 17-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7732 ***********************************************************************
 AA7732  DESIGNATION -  17 22
 AA7732  PID         -  AA7732
 AA7732  STATE/COUNTY-  AL/COLBERT
 AA7732  USGS QUAD   -  MARGERUM (1984)
 AA7732
 AA7732                         *CURRENT SURVEY CONTROL
 AA7732  ___________________________________________________________________
 AA7732* NAD 83(1992)-  34 51 28.18886(N)    088 00 11.95500(W)     ADJUSTED  
 AA7732* NAVD 88     -       249.6    (meters)     819.     (feet)  VERTCON   
 AA7732  ___________________________________________________________________
 AA7732  X           -     182,557.288 (meters)                     COMP
 AA7732  Y           -  -5,236,458.485 (meters)                     COMP
 AA7732  Z           -   3,625,062.886 (meters)                     COMP
 AA7732  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AA7732  ELLIP HEIGHT-         222.25  (meters)          (07/29/02) GPS OBS
 AA7732  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AA7732
 AA7732  HORZ ORDER  -  FIRST
 AA7732  ELLP ORDER  -  FOURTH    CLASS I
 AA7732
 AA7732.The horizontal coordinates were established by GPS observations
 AA7732.and adjusted by the National Geodetic Survey in August 1995..
 AA7732
 AA7732.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7732
 AA7732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7732
 AA7732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7732
 AA7732.The ellipsoidal height was determined by GPS observations
 AA7732.and is referenced to NAD 83.
 AA7732
 AA7732.The geoid height was determined by GEOID03.
 AA7732
 AA7732;                    North         East     Units Scale Factor Converg.
 AA7732;SPC AL W     -   538,786.919   553,976.294   MT  0.99995943   -0 17 15.6
 AA7732;UTM  16      - 3,857,736.149   408,285.602   MT  0.99970367   -0 34 24.5
 AA7732
 AA7732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7732!SPC AL W     -   0.99996511  x   0.99995943  =   0.99992455
 AA7732!UTM  16      -   0.99996511  x   0.99970367  =   0.99966880
 AA7732
 AA7732:                Primary Azimuth Mark                     Grid Az
 AA7732:SPC AL W     -  17 21                                    124 05 02.5
 AA7732:UTM  16      -  17 21                                    124 22 11.4
 AA7732
 AA7732|---------------------------------------------------------------------|
 AA7732| PID    Reference Object                     Distance      Geod. Az  |
 AA7732|                                                           dddmmss.s |
 AA7732| AA7731 17 21                               415.275 METERS 1234746.9 |
 AA7732|---------------------------------------------------------------------|
 AA7732
 AA7732                          SUPERSEDED SURVEY CONTROL
 AA7732
 AA7732  ELLIP H (10/10/95)  222.28   (m)                       GP(       ) 4 2
 AA7732  NGVD 29 (08/31/95)  249.6    (m)          819.     (f) GPS OBS        
 AA7732
 AA7732.Superseded values are not recommended for survey control.
 AA7732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7732.See file dsdata.txt to determine how the superseded data were derived.
 AA7732
 AA7732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0828657736(NAD 83)
 AA7732_MARKER: DD = SURVEY DISK
 AA7732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7732_STAMPING: 17-22 1994
 AA7732_MARK LOGO: ALHD  
 AA7732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7732+STABILITY: SURFACE MOTION
 AA7732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7732+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7732
 AA7732  HISTORY     - Date     Condition        Report By
 AA7732  HISTORY     - 1994     MONUMENTED       ALHD
 AA7732
 AA7732                          STATION DESCRIPTION
 AA7732
 AA7732'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7732'THE STATION IS IN COLBERT COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA7732'COLBERT COUNTY ROAD 1 ABOUT 7.20 MI (11.59 KM) NORTH OF CHEROKEE.
 AA7732' 
 AA7732'TO REACH THE STATION FROM THE CENTER OF THE NATCHEZ TRACE PARKWAY OVER
 AA7732'U.S. 72 (MILEPOST 5.55 ON U.S. 72) WEST OF CHEROKEE, DRIVE NORTHEAST
 AA7732'AND NORTH ON THE NATCHEZ TRACE PARKWAY FOR 5.80 MI (9.33 KM) TO
 AA7732'MILEPOST 326.35 AND COLBERT COUNTY ROAD 21 LEFT AND RIGHT. TURN LEFT
 AA7732'ON COLBERT COUNTY ROAD 21 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO
 AA7732'COLBERT COUNTY ROAD 6 LEFT. TURN LEFT ON COLBERT COUNTY ROAD 6 AND
 AA7732'DRIVE WEST FOR 0.90 MI (1.45 KM) TO A Y-INTERSECTION WITH A PAVED
 AA7732'COUNTY ROAD RIGHT AND COLBERT COUNTY ROAD 6 STRAIGHT AHEAD. BEAR RIGHT
 AA7732'ON A PAVED COUNTY ROAD AND DRIVE NORTHWEST AND WEST FOR 0.70 MI (1.13
 AA7732'KM) TO ANOTHER Y-INTERSECTION WITH PAVED COUNTY ROADS LEADING LEFT AND
 AA7732'RIGHT. BEAR RIGHT ON A PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR 2.20
 AA7732'MI (3.54 KM) TO THE STATION ON THE LEFT.
 AA7732' 
 AA7732'THE STATION IS 30.0 FT (9.1 M) SOUTH-SOUTHWEST OF THE CENTER OF
 AA7732'COLBERT COUNTY ROAD 1, 81.4 FT (24.8 M) WEST-NORTHWEST OF THE CENTER
 AA7732'OF A GRAVEL WOODS ROAD, 2.2 FT (0.7 M) NORTHEAST OF A CARSONITE
 AA7732'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7732' 
 AA7732'STATION 17-21 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7733 ***********************************************************************
 AA7733  DESIGNATION -  17 23
 AA7733  PID         -  AA7733
 AA7733  STATE/COUNTY-  AL/COLBERT
 AA7733  USGS QUAD   -  BISHOP (1984)
 AA7733
 AA7733                         *CURRENT SURVEY CONTROL
 AA7733  ___________________________________________________________________
 AA7733* NAD 83(1992)-  34 43 37.91283(N)    088 06 12.41216(W)     ADJUSTED  
 AA7733* NAVD 88     -       146.3    (meters)     480.     (feet)  VERTCON   
 AA7733  ___________________________________________________________________
 AA7733  X           -     173,676.934 (meters)                     COMP
 AA7733  Y           -  -5,244,949.642 (meters)                     COMP
 AA7733  Z           -   3,613,102.546 (meters)                     COMP
 AA7733  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AA7733  ELLIP HEIGHT-         119.00  (meters)          (07/29/02) GPS OBS
 AA7733  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA7733
 AA7733  HORZ ORDER  -  FIRST
 AA7733  ELLP ORDER  -  FOURTH    CLASS I
 AA7733
 AA7733.The horizontal coordinates were established by GPS observations
 AA7733.and adjusted by the National Geodetic Survey in August 1995..
 AA7733
 AA7733.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7733
 AA7733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7733
 AA7733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7733
 AA7733.The ellipsoidal height was determined by GPS observations
 AA7733.and is referenced to NAD 83.
 AA7733
 AA7733.The geoid height was determined by GEOID03.
 AA7733
 AA7733;                    North         East     Units Scale Factor Converg.
 AA7733;SPC AL W     -   524,346.226   544,733.473   MT  0.99997097   -0 20 37.6
 AA7733;UTM  16      - 3,843,345.271   398,973.312   MT  0.99972580   -0 37 43.2
 AA7733
 AA7733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7733!SPC AL W     -   0.99998132  x   0.99997097  =   0.99995229
 AA7733!UTM  16      -   0.99998132  x   0.99972580  =   0.99970713
 AA7733
 AA7733:                Primary Azimuth Mark                     Grid Az
 AA7733:SPC AL W     -  17 24                                    027 58 49.4
 AA7733:UTM  16      -  17 24                                    028 15 55.0
 AA7733
 AA7733|---------------------------------------------------------------------|
 AA7733| PID    Reference Object                     Distance      Geod. Az  |
 AA7733|                                                           dddmmss.s |
 AA7733| AA7734 17 24                               414.817 METERS 0273811.8 |
 AA7733|---------------------------------------------------------------------|
 AA7733
 AA7733                          SUPERSEDED SURVEY CONTROL
 AA7733
 AA7733  ELLIP H (10/10/95)  119.03   (m)                       GP(       ) 4 2
 AA7733  NGVD 29 (08/31/95)  146.3    (m)          480.     (f) GPS OBS        
 AA7733
 AA7733.Superseded values are not recommended for survey control.
 AA7733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7733.See file dsdata.txt to determine how the superseded data were derived.
 AA7733
 AA7733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9897343345(NAD 83)
 AA7733_MARKER: DD = SURVEY DISK
 AA7733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7733_STAMPING: 17-23 1994
 AA7733_MARK LOGO: ALHD  
 AA7733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7733+STABILITY: SURFACE MOTION
 AA7733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7733+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7733
 AA7733  HISTORY     - Date     Condition        Report By
 AA7733  HISTORY     - 1994     MONUMENTED       ALHD
 AA7733
 AA7733                          STATION DESCRIPTION
 AA7733
 AA7733'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7733'THE STATION IS IN COLBERT COUNTY ON THE EAST RIGHT OF WAY OF COLBERT
 AA7733'COUNTY ROAD 1 ABOUT 7.65 MI (12.31 KM) WEST-SOUTHWEST OF CHEROKEE.
 AA7733' 
 AA7733'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7733'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7733'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 25.05 MI (40.31 KM) TO
 AA7733'MILEPOST 1.25 AND COLBERT COUNTY ROAD 1 LEFT. TURN LEFT ON COLBERT
 AA7733'COUNTY ROAD 1 AND DRIVE SOUTH FOR 2.85 MI (4.59 KM) TO THE STATION ON
 AA7733'THE LEFT.
 AA7733' 
 AA7733'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A FIVE STRAND BARBED WIRE
 AA7733'FENCE ON OLD WOOD POSTS, 28.1 FT (8.6 M) EAST OF THE CENTERLINE OF
 AA7733'COLBERT COUNTY ROAD 1, 39.4 FT (12.0 M) EAST OF THE CENTER OF A GRAVEL
 AA7733'DRIVEWAY ACROSS THE ROAD, 172.6 FT (52.6 M) SOUTHWEST OF A POWER POLE
 AA7733'IN THE FENCELINE, 181.4 FT (55.3 M) NORTH-NORTHEAST OF A JUNCTION
 AA7733'POWER POLE WITH TWO GUY WIRES ACROSS THE ROAD, 182.2 FT (55.5 M)
 AA7733'NORTH-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A WOOD
 AA7733'FRAME HOUSE WITH A BROWN SHINGLE ROOF ACROSS THE ROAD, 2.8 FT (0.9 M)
 AA7733'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7733' 
 AA7733'STATION 17-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7734 ***********************************************************************
 AA7734  DESIGNATION -  17 24
 AA7734  PID         -  AA7734
 AA7734  STATE/COUNTY-  AL/COLBERT
 AA7734  USGS QUAD   -  BISHOP (1984)
 AA7734
 AA7734                         *CURRENT SURVEY CONTROL
 AA7734  ___________________________________________________________________
 AA7734* NAD 83(1992)-  34 43 49.83827(N)    088 06 04.84876(W)     ADJUSTED  
 AA7734* NAVD 88     -       164.9    (meters)     541.     (feet)  VERTCON   
 AA7734  ___________________________________________________________________
 AA7734  X           -     173,862.827 (meters)                     COMP
 AA7734  Y           -  -5,244,749.278 (meters)                     COMP
 AA7734  Z           -   3,613,415.153 (meters)                     COMP
 AA7734  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AA7734  ELLIP HEIGHT-         137.57  (meters)          (07/29/02) GPS OBS
 AA7734  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA7734
 AA7734  HORZ ORDER  -  FIRST
 AA7734  ELLP ORDER  -  FOURTH    CLASS I
 AA7734
 AA7734.The horizontal coordinates were established by GPS observations
 AA7734.and adjusted by the National Geodetic Survey in August 1995..
 AA7734
 AA7734.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7734
 AA7734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7734
 AA7734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7734
 AA7734.The ellipsoidal height was determined by GPS observations
 AA7734.and is referenced to NAD 83.
 AA7734
 AA7734.The geoid height was determined by GEOID03.
 AA7734
 AA7734;                    North         East     Units Scale Factor Converg.
 AA7734;SPC AL W     -   524,712.544   544,928.087   MT  0.99997070   -0 20 33.4
 AA7734;UTM  16      - 3,843,710.527   399,169.696   MT  0.99972531   -0 37 39.0
 AA7734
 AA7734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7734!SPC AL W     -   0.99997841  x   0.99997070  =   0.99994911
 AA7734!UTM  16      -   0.99997841  x   0.99972531  =   0.99970372
 AA7734
 AA7734:                Primary Azimuth Mark                     Grid Az
 AA7734:SPC AL W     -  17 23                                    207 58 49.5
 AA7734:UTM  16      -  17 23                                    208 15 55.1
 AA7734
 AA7734|---------------------------------------------------------------------|
 AA7734| PID    Reference Object                     Distance      Geod. Az  |
 AA7734|                                                           dddmmss.s |
 AA7734| AA7733 17 23                               414.817 METERS 2073816.1 |
 AA7734|---------------------------------------------------------------------|
 AA7734
 AA7734                          SUPERSEDED SURVEY CONTROL
 AA7734
 AA7734  ELLIP H (10/10/95)  137.60   (m)                       GP(       ) 4 2
 AA7734  NGVD 29 (08/31/95)  164.9    (m)          541.     (f) GPS OBS        
 AA7734
 AA7734.Superseded values are not recommended for survey control.
 AA7734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7734.See file dsdata.txt to determine how the superseded data were derived.
 AA7734
 AA7734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9917043711(NAD 83)
 AA7734_MARKER: DD = SURVEY DISK
 AA7734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7734_STAMPING: 17-24 1994
 AA7734_MARK LOGO: ALHD  
 AA7734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7734+STABILITY: SURFACE MOTION
 AA7734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7734+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7734
 AA7734  HISTORY     - Date     Condition        Report By
 AA7734  HISTORY     - 1994     MONUMENTED       ALHD
 AA7734
 AA7734                          STATION DESCRIPTION
 AA7734
 AA7734'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7734'THE STATION IS IN COLBERT COUNTY ON THE EAST RIGHT OF WAY OF COLBERT
 AA7734'COUNTY ROAD 1 ABOUT 7.45 MI (11.99 KM) WEST-SOUTHWEST OF CHEROKEE.
 AA7734' 
 AA7734'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7734'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7734'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 25.05 MI (40.31 KM) TO
 AA7734'MILEPOST 1.25 AND COLBERT COUNTY ROAD 1 LEFT. TURN LEFT ON COLBERT
 AA7734'COUNTY ROAD 1 AND DRIVE SOUTH FOR 2.60 MI (4.18 KM) TO THE STATION ON
 AA7734'THE LEFT.
 AA7734' 
 AA7734'THE STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF A SIX STRAND BARBED
 AA7734'WIRE FENCE ON OLD WOOD POSTS, 29.7 FT (9.1 M) EAST-SOUTHEAST OF THE
 AA7734'CENTERLINE OF COLBERT COUNTY ROAD 1, 128.4 FT (39.1 M) SOUTH-SOUTHWEST
 AA7734'OF AN ANGLE POWER POLE WITH TWO GUY WIRES IN THE FENCELINE, 177.0
 AA7734'NORTH-NORTHEAST OF A POWER POLE IN THE FENCELINE, 3.0 FT (0.9 M)
 AA7734'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7734' 
 AA7734'STATION 17-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7735 ***********************************************************************
 AA7735  DESIGNATION -  17 25
 AA7735  PID         -  AA7735
 AA7735  STATE/COUNTY-  AL/COLBERT
 AA7735  USGS QUAD   -  BISHOP (1984)
 AA7735
 AA7735                         *CURRENT SURVEY CONTROL
 AA7735  ___________________________________________________________________
 AA7735* NAD 83(1992)-  34 40 28.24349(N)    088 01 43.39053(W)     ADJUSTED  
 AA7735* NAVD 88     -       200.8    (meters)     659.     (feet)  VERTCON   
 AA7735  ___________________________________________________________________
 AA7735  X           -     180,633.531 (meters)                     COMP
 AA7735  Y           -  -5,248,088.957 (meters)                     COMP
 AA7735  Z           -   3,608,328.350 (meters)                     COMP
 AA7735  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AA7735  ELLIP HEIGHT-         173.57  (meters)          (07/29/02) GPS OBS
 AA7735  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AA7735
 AA7735  HORZ ORDER  -  FIRST
 AA7735  ELLP ORDER  -  FOURTH    CLASS I
 AA7735
 AA7735.The horizontal coordinates were established by GPS observations
 AA7735.and adjusted by the National Geodetic Survey in August 1995..
 AA7735
 AA7735.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7735
 AA7735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7735
 AA7735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7735
 AA7735.The ellipsoidal height was determined by GPS observations
 AA7735.and is referenced to NAD 83.
 AA7735
 AA7735.The geoid height was determined by GEOID03.
 AA7735
 AA7735;                    North         East     Units Scale Factor Converg.
 AA7735;SPC AL W     -   518,463.286   551,546.798   MT  0.99996226   -0 18 02.9
 AA7735;UTM  16      - 3,837,430.024   405,755.633   MT  0.99970947   -0 35 07.1
 AA7735
 AA7735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7735!SPC AL W     -   0.99997276  x   0.99996226  =   0.99993502
 AA7735!UTM  16      -   0.99997276  x   0.99970947  =   0.99968223
 AA7735
 AA7735:                Primary Azimuth Mark                     Grid Az
 AA7735:SPC AL W     -  17 26                                    348 54 25.1
 AA7735:UTM  16      -  17 26                                    349 11 29.3
 AA7735
 AA7735|---------------------------------------------------------------------|
 AA7735| PID    Reference Object                     Distance      Geod. Az  |
 AA7735|                                                           dddmmss.s |
 AA7735| AA7736 17 26                               APPROX. 0.5 KM 3483622.2 |
 AA7735|---------------------------------------------------------------------|
 AA7735
 AA7735                          SUPERSEDED SURVEY CONTROL
 AA7735
 AA7735  ELLIP H (10/10/95)  173.60   (m)                       GP(       ) 4 2
 AA7735  NGVD 29 (08/31/95)  200.8    (m)          659.     (f) GPS OBS        
 AA7735
 AA7735.Superseded values are not recommended for survey control.
 AA7735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7735.See file dsdata.txt to determine how the superseded data were derived.
 AA7735
 AA7735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0575637430(NAD 83)
 AA7735_MARKER: DD = SURVEY DISK
 AA7735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7735_STAMPING: 17-25 1994
 AA7735_MARK LOGO: ALHD  
 AA7735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7735+STABILITY: SURFACE MOTION
 AA7735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7735+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7735
 AA7735  HISTORY     - Date     Condition        Report By
 AA7735  HISTORY     - 1994     MONUMENTED       ALHD
 AA7735
 AA7735                          STATION DESCRIPTION
 AA7735
 AA7735'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7735'THE STATION IS IN COLBERT COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA7735'COUNTY ROAD ABOUT 6.45 MI (10.38 KM) SOUTH-SOUTHWEST OF CHEROKEE AND
 AA7735'ABOUT 8.95 MI (14.40 KM) SOUTHWEST OF BARTON.
 AA7735' 
 AA7735'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7735'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7735'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 18.45 MI (29.69 KM) TO
 AA7735'MILEPOST 7.85 AND COLBERT COUNTY ROAD 21 LEFT. TURN LEFT ON COLBERT
 AA7735'COUNTY ROAD 21 AND DRIVE SOUTH FOR 0.20 MI (0.32 KM) TO A
 AA7735'Y-INTERSECTION WITH COLBERT COUNTY ROAD 21 TO THE LEFT AND A PAVED
 AA7735'COUNTY ROAD TO THE RIGHT. BEAR RIGHT ON A PAVED COUNTY ROAD AND DRIVE
 AA7735'WEST FOR 1.05 MI (1.69 KM) TO A T-INTERSECTION WITH A PAVED COUNTY
 AA7735'ROAD LEFT AND RIGHT. TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7735'SOUTH FOR 6.25 MI (10.06 KM) TO THE STATION ON THE RIGHT.
 AA7735' 
 AA7735'THE STATION IS 36.7 FT (11.2 M) WEST OF THE CENTERLINE OF A PAVED
 AA7735'COUNTY ROAD, 62.4 FT (19.0 M) NORTH-NORTHEAST OF A NO HUNTING SIGN ON
 AA7735'A TWELVE-INCH CEDAR TREE, 65.3 FT (19.9 M) WEST OF A POSTED SIGN ON A
 AA7735'SIX-INCH PINE ACROSS THE ROAD, 77.1 FT (23.5 M) WEST-NORTHWEST OF A NO
 AA7735'HUNTING SIGN ON A SIX-INCH PINE ACROSS THE ROAD, 2.4 FT (0.7 M) EAST
 AA7735'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7735' 
 AA7735'STATION 17-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7736 ***********************************************************************
 AA7736  DESIGNATION -  17 26
 AA7736  PID         -  AA7736
 AA7736  STATE/COUNTY-  AL/COLBERT
 AA7736  USGS QUAD   -  BISHOP (1984)
 AA7736
 AA7736                         *CURRENT SURVEY CONTROL
 AA7736  ___________________________________________________________________
 AA7736* NAD 83(1992)-  34 40 44.16753(N)    088 01 47.27512(W)     ADJUSTED  
 AA7736* NAVD 88     -       223.2    (meters)     732.     (feet)  VERTCON   
 AA7736  ___________________________________________________________________
 AA7736  X           -     180,525.729 (meters)                     COMP
 AA7736  Y           -  -5,247,831.767 (meters)                     COMP
 AA7736  Z           -   3,608,744.665 (meters)                     COMP
 AA7736  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AA7736  ELLIP HEIGHT-         196.00  (meters)          (07/29/02) GPS OBS
 AA7736  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AA7736
 AA7736  HORZ ORDER  -  FIRST
 AA7736  ELLP ORDER  -  FOURTH    CLASS I
 AA7736
 AA7736.The horizontal coordinates were established by GPS observations
 AA7736.and adjusted by the National Geodetic Survey in August 1995..
 AA7736
 AA7736.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7736
 AA7736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7736
 AA7736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7736
 AA7736.The ellipsoidal height was determined by GPS observations
 AA7736.and is referenced to NAD 83.
 AA7736
 AA7736.The geoid height was determined by GEOID03.
 AA7736
 AA7736;                    North         East     Units Scale Factor Converg.
 AA7736;SPC AL W     -   518,954.483   551,450.491   MT  0.99996237   -0 18 05.2
 AA7736;UTM  16      - 3,837,921.569   405,661.790   MT  0.99970969   -0 35 09.5
 AA7736
 AA7736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7736!SPC AL W     -   0.99996923  x   0.99996237  =   0.99993161
 AA7736!UTM  16      -   0.99996923  x   0.99970969  =   0.99967893
 AA7736
 AA7736:                Primary Azimuth Mark                     Grid Az
 AA7736:SPC AL W     -  17 25                                    168 54 25.2
 AA7736:UTM  16      -  17 25                                    169 11 29.5
 AA7736
 AA7736|---------------------------------------------------------------------|
 AA7736| PID    Reference Object                     Distance      Geod. Az  |
 AA7736|                                                           dddmmss.s |
 AA7736| AA7735 17 25                               APPROX. 0.5 KM 1683620.0 |
 AA7736|---------------------------------------------------------------------|
 AA7736
 AA7736                          SUPERSEDED SURVEY CONTROL
 AA7736
 AA7736  ELLIP H (10/10/95)  196.03   (m)                       GP(       ) 4 2
 AA7736  NGVD 29 (08/31/95)  223.2    (m)          732.     (f) GPS OBS        
 AA7736
 AA7736.Superseded values are not recommended for survey control.
 AA7736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7736.See file dsdata.txt to determine how the superseded data were derived.
 AA7736
 AA7736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0566237922(NAD 83)
 AA7736_MARKER: DD = SURVEY DISK
 AA7736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7736_STAMPING: 17-26 1994
 AA7736_MARK LOGO: ALHD  
 AA7736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7736+STABILITY: SURFACE MOTION
 AA7736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7736+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7736
 AA7736  HISTORY     - Date     Condition        Report By
 AA7736  HISTORY     - 1994     MONUMENTED       ALHD
 AA7736
 AA7736                          STATION DESCRIPTION
 AA7736
 AA7736'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7736'THE STATION IS IN COLBERT COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA7736'COUNTY ROAD ABOUT 6.20 MI (9.98 KM) SOUTH-SOUTHWEST OF CHEROKEE AND
 AA7736'ABOUT 8.85 MI (14.24 KM) SOUTHWEST OF BARTON.
 AA7736' 
 AA7736'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7736'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7736'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 18.45 MI (29.69 KM) TO
 AA7736'MILEPOST 7.85 AND COLBERT COUNTY ROAD 21 LEFT. TURN LEFT ON COLBERT
 AA7736'COUNTY ROAD 21 AND DRIVE SOUTH FOR 0.20 MI (0.32 KM) TO A
 AA7736'Y-INTERSECTION WITH COLBERT COUNTY ROAD 21 TO THE LEFT AND A PAVED
 AA7736'COUNTY ROAD TO THE RIGHT. BEAR RIGHT ON A PAVED COUNTY ROAD AND DRIVE
 AA7736'WEST FOR 1.05 MI (1.69 KM) TO A T-INTERSECTION WITH A PAVED COUNTY
 AA7736'ROAD LEFT AND RIGHT. TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7736'SOUTH 5.95 MI (9.58 KM) TO THE STATION ON THE RIGHT.
 AA7736' 
 AA7736'THE STATION IS 44.3 FT (13.5 M) WEST OF THE CENTERLINE OF A PAVED
 AA7736'COUNTY ROAD, 57.0 FT (17.4 M) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL
 AA7736'DRIVEWAY TO A METAL GATE ACROSS THE ROAD, 67.4 FT (20.5 M)
 AA7736'NORTH-NORTHWEST OF A POWER POLE, 138.5 FT (42.2 M) WEST OF THE CENTER
 AA7736'OF A METAL GATE WITH A POSTED SIGN ON IT ACROSS THE ROAD, 7.4 FT (2.3
 AA7736'M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7736' 
 AA7736'STATION 17-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7737 ***********************************************************************
 AA7737  DESIGNATION -  17 27
 AA7737  PID         -  AA7737
 AA7737  STATE/COUNTY-  AL/COLBERT
 AA7737  USGS QUAD   -  PRIDE (1988)
 AA7737
 AA7737                         *CURRENT SURVEY CONTROL
 AA7737  ___________________________________________________________________
 AA7737* NAD 83(1992)-  34 40 28.69015(N)    087 48 32.97004(W)     ADJUSTED  
 AA7737* NAVD 88     -       244.0    (meters)     801.     (feet)  VERTCON   
 AA7737  ___________________________________________________________________
 AA7737  X           -     200,744.244 (meters)                     COMP
 AA7737  Y           -  -5,247,386.001 (meters)                     COMP
 AA7737  Z           -   3,608,364.315 (meters)                     COMP
 AA7737  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AA7737  ELLIP HEIGHT-         216.89  (meters)          (07/29/02) GPS OBS
 AA7737  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AA7737
 AA7737  HORZ ORDER  -  FIRST
 AA7737  ELLP ORDER  -  FOURTH    CLASS I
 AA7737
 AA7737.The horizontal coordinates were established by GPS observations
 AA7737.and adjusted by the National Geodetic Survey in August 1995..
 AA7737
 AA7737.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7737
 AA7737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7737
 AA7737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7737
 AA7737.The ellipsoidal height was determined by GPS observations
 AA7737.and is referenced to NAD 83.
 AA7737
 AA7737.The geoid height was determined by GEOID03.
 AA7737
 AA7737;                    North         East     Units Scale Factor Converg.
 AA7737;SPC AL W     -   518,393.347   571,668.083   MT  0.99994322   -0 10 33.2
 AA7737;UTM  16      - 3,837,260.225   425,871.008   MT  0.99966773   -0 27 37.3
 AA7737
 AA7737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7737!SPC AL W     -   0.99996596  x   0.99994322  =   0.99990918
 AA7737!UTM  16      -   0.99996596  x   0.99966773  =   0.99963370
 AA7737
 AA7737:                Primary Azimuth Mark                     Grid Az
 AA7737:SPC AL W     -  17 28                                    092 51 49.1
 AA7737:UTM  16      -  17 28                                    093 08 53.2
 AA7737
 AA7737|---------------------------------------------------------------------|
 AA7737| PID    Reference Object                     Distance      Geod. Az  |
 AA7737|                                                           dddmmss.s |
 AA7737| AA7738 17 28                               481.875 METERS 0924115.9 |
 AA7737|---------------------------------------------------------------------|
 AA7737
 AA7737                          SUPERSEDED SURVEY CONTROL
 AA7737
 AA7737  ELLIP H (10/10/95)  216.94   (m)                       GP(       ) 4 2
 AA7737  NGVD 29 (08/31/95)  243.9    (m)          800.     (f) GPS OBS        
 AA7737
 AA7737.Superseded values are not recommended for survey control.
 AA7737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7737.See file dsdata.txt to determine how the superseded data were derived.
 AA7737
 AA7737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2587137260(NAD 83)
 AA7737_MARKER: DD = SURVEY DISK
 AA7737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7737_STAMPING: 17-27 1994
 AA7737_MARK LOGO: ALHD  
 AA7737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7737+STABILITY: SURFACE MOTION
 AA7737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7737+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7737
 AA7737  HISTORY     - Date     Condition        Report By
 AA7737  HISTORY     - 1994     MONUMENTED       ALHD
 AA7737
 AA7737                          STATION DESCRIPTION
 AA7737
 AA7737'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7737'THE STATION IS IN COLBERT COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA7737'COUNTY ROAD ABOUT 10.85 MI (17.46 KM) SOUTHEAST OF CHEROKEE AND ABOUT
 AA7737'7.15 MI (11.51 KM) SOUTHWEST OF TUSCUMBIA.
 AA7737' 
 AA7737'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7737'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7737'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 6.35 MI (10.22 KM) TO
 AA7737'MILEPOST 19.95 AND COLBERT COUNTY ROAD 41 LEFT AND RIGHT. TURN LEFT ON
 AA7737'COLBERT COUNTY ROAD 41 AND DRIVE SOUTHWEST FOR 3.45 MI (5.55 KM) TO A
 AA7737'PAVED COUNTY ROAD LEFT. TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7737'EAST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 AA7737' 
 AA7737'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 AA7737'ON OLD WOOD POSTS, 4.8 FT (1.5 M) SOUTHEAST OF THE SOUTHWEST FENCE
 AA7737'CORNER OF THE FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 20.7 FT
 AA7737'(6.3 M) NORTH OF THE CENTER OF THE PAVED COUNTY ROAD, 75.5 FT (23.0 M)
 AA7737'EAST-NORTHEAST OF THE CENTER OF A PAVED DRIVEWAY ACROSS THE ROAD,
 AA7737'146.4 FT (44.6 M) WEST OF A POWER AND CABLE POLE, 160.6 FT (49.0 M)
 AA7737'EAST OF A STOP SIGN, 164.6 FT (50.2 M) EAST OF A POWER AND CABLE POLE
 AA7737'WITH THREE GUY WIRES, 3.1 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST
 AA7737'AND SET FLUSH WITH THE GROUND.
 AA7737' 
 AA7737'STATION 17-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7738 ***********************************************************************
 AA7738  DESIGNATION -  17 28
 AA7738  PID         -  AA7738
 AA7738  STATE/COUNTY-  AL/COLBERT
 AA7738  USGS QUAD   -  PRIDE (1988)
 AA7738
 AA7738                         *CURRENT SURVEY CONTROL
 AA7738  ___________________________________________________________________
 AA7738* NAD 83(1992)-  34 40 27.95645(N)    087 48 14.06253(W)     ADJUSTED  
 AA7738* NAVD 88     -       238.3    (meters)     782.     (feet)  VERTCON   
 AA7738  ___________________________________________________________________
 AA7738  X           -     201,225.566 (meters)                     COMP
 AA7738  Y           -  -5,247,375.788 (meters)                     COMP
 AA7738  Z           -   3,608,342.507 (meters)                     COMP
 AA7738  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AA7738  ELLIP HEIGHT-         211.24  (meters)          (07/29/02) GPS OBS
 AA7738  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AA7738
 AA7738  HORZ ORDER  -  FIRST
 AA7738  ELLP ORDER  -  FOURTH    CLASS I
 AA7738
 AA7738.The horizontal coordinates were established by GPS observations
 AA7738.and adjusted by the National Geodetic Survey in August 1995..
 AA7738
 AA7738.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7738
 AA7738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7738
 AA7738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7738
 AA7738.The ellipsoidal height was determined by GPS observations
 AA7738.and is referenced to NAD 83.
 AA7738
 AA7738.The geoid height was determined by GEOID03.
 AA7738
 AA7738;                    North         East     Units Scale Factor Converg.
 AA7738;SPC AL W     -   518,369.274   572,149.328   MT  0.99994289   -0 10 22.4
 AA7738;UTM  16      - 3,837,233.770   426,351.995   MT  0.99966685   -0 27 26.5
 AA7738
 AA7738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7738!SPC AL W     -   0.99996684  x   0.99994289  =   0.99990973
 AA7738!UTM  16      -   0.99996684  x   0.99966685  =   0.99963370
 AA7738
 AA7738:                Primary Azimuth Mark                     Grid Az
 AA7738:SPC AL W     -  17 27                                    272 51 49.1
 AA7738:UTM  16      -  17 27                                    273 08 53.2
 AA7738
 AA7738|---------------------------------------------------------------------|
 AA7738| PID    Reference Object                     Distance      Geod. Az  |
 AA7738|                                                           dddmmss.s |
 AA7738| AA7737 17 27                               481.875 METERS 2724126.7 |
 AA7738|---------------------------------------------------------------------|
 AA7738
 AA7738                          SUPERSEDED SURVEY CONTROL
 AA7738
 AA7738  ELLIP H (10/10/95)  211.29   (m)                       GP(       ) 4 2
 AA7738  NGVD 29 (08/31/95)  238.3    (m)          782.     (f) GPS OBS        
 AA7738
 AA7738.Superseded values are not recommended for survey control.
 AA7738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7738.See file dsdata.txt to determine how the superseded data were derived.
 AA7738
 AA7738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2635237234(NAD 83)
 AA7738_MARKER: DD = SURVEY DISK
 AA7738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7738_STAMPING: 17-28 1994
 AA7738_MARK LOGO: ALHD  
 AA7738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7738+STABILITY: SURFACE MOTION
 AA7738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7738+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7738
 AA7738  HISTORY     - Date     Condition        Report By
 AA7738  HISTORY     - 1994     MONUMENTED       ALHD
 AA7738
 AA7738                          STATION DESCRIPTION
 AA7738
 AA7738'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7738'THE STATION IS IN COLBERT COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA7738'COUNTY ROAD ABOUT 11.10 MI (17.86 KM) SOUTHEAST OF CHEROKEE AND ABOUT
 AA7738'6.90 MI (11.10 KM) SOUTHWEST OF TUSCUMBIA.
 AA7738' 
 AA7738'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7738'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7738'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 6.35 MI (10.22 KM) TO
 AA7738'MILEPOST 19.95 AND COLBERT COUNTY ROAD 41 LEFT AND RIGHT. TURN LEFT ON
 AA7738'COLBERT COUNTY ROAD 41 AND DRIVE SOUTHWEST FOR 3.45 MI (5.55 KM) TO A
 AA7738'PAVED COUNTY ROAD LEFT. TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7738'EAST FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.
 AA7738' 
 AA7738'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 AA7738'ON WOOD POSTS, 22.3 FT (6.8 M) NORTH OF THE CENTER OF THE PAVED COUNTY
 AA7738'ROAD, 55.8 FT (17.0 M) NORTH-NORTHWEST OF THE WEST POST OF A METAL
 AA7738'GATE ACROSS THE ROAD, 62.0 FT (18.9 M) NORTHWEST OF THE EAST POST OF A
 AA7738'METAL GATE ACROSS THE ROAD, 73.5 FT (22.4 M) WEST OF THE CENTER OF A
 AA7738'RUSTY DOUBLE METAL GATE LEADING INTO A FIELD, 84.5 FT (25.8 M)
 AA7738'WEST-NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A BRICK
 AA7738'HOUSE ACROSS THE ROAD, 113.5 FT (34.6 M) EAST OF A POWER AND CABLE
 AA7738'POLE, 116.0 FT (35.4 M) WEST-NORTHWEST OF A RED AND BLACK BARN-SHAPED
 AA7738'MAILBOX ON A WHITE WOOD POST, 3.2 FT (1.0 M) SOUTH OF A CARSONITE
 AA7738'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7738' 
 AA7738'STATION 17-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7739 ***********************************************************************
 AA7739  DESIGNATION -  17 29
 AA7739  PID         -  AA7739
 AA7739  STATE/COUNTY-  AL/COLBERT
 AA7739  USGS QUAD   -  FRANKFORT (1988)
 AA7739
 AA7739                         *CURRENT SURVEY CONTROL
 AA7739  ___________________________________________________________________
 AA7739* NAD 83(1992)-  34 35 09.26373(N)    087 47 08.46223(W)     ADJUSTED  
 AA7739* NAVD 88     -       284.3    (meters)     933.     (feet)  VERTCON   
 AA7739  ___________________________________________________________________
 AA7739  X           -     203,111.528 (meters)                     COMP
 AA7739  Y           -  -5,252,926.249 (meters)                     COMP
 AA7739  Z           -   3,600,287.745 (meters)                     COMP
 AA7739  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 AA7739  ELLIP HEIGHT-         257.36  (meters)          (07/29/02) GPS OBS
 AA7739  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AA7739
 AA7739  HORZ ORDER  -  FIRST
 AA7739  ELLP ORDER  -  FOURTH    CLASS I
 AA7739
 AA7739.The horizontal coordinates were established by GPS observations
 AA7739.and adjusted by the National Geodetic Survey in August 1995..
 AA7739
 AA7739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7739
 AA7739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7739
 AA7739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7739
 AA7739.The ellipsoidal height was determined by GPS observations
 AA7739.and is referenced to NAD 83.
 AA7739
 AA7739.The geoid height was determined by GEOID03.
 AA7739
 AA7739;                    North         East     Units Scale Factor Converg.
 AA7739;SPC AL W     -   508,544.497   573,791.443   MT  0.99994180   -0 09 43.8
 AA7739;UTM  16      - 3,827,403.693   427,944.922   MT  0.99966399   -0 26 45.6
 AA7739
 AA7739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7739!SPC AL W     -   0.99995960  x   0.99994180  =   0.99990141
 AA7739!UTM  16      -   0.99995960  x   0.99966399  =   0.99962361
 AA7739
 AA7739:                Primary Azimuth Mark                     Grid Az
 AA7739:SPC AL W     -  17 30                                    038 51 05.3
 AA7739:UTM  16      -  17 30                                    039 08 07.1
 AA7739
 AA7739|---------------------------------------------------------------------|
 AA7739| PID    Reference Object                     Distance      Geod. Az  |
 AA7739|                                                           dddmmss.s |
 AA7739| AA7740 17 30                               421.639 METERS 0384121.5 |
 AA7739|---------------------------------------------------------------------|
 AA7739
 AA7739                          SUPERSEDED SURVEY CONTROL
 AA7739
 AA7739  ELLIP H (10/10/95)  257.39   (m)                       GP(       ) 4 2
 AA7739  NGVD 29 (08/31/95)  284.2    (m)          932.     (f) GPS OBS        
 AA7739
 AA7739.Superseded values are not recommended for survey control.
 AA7739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7739.See file dsdata.txt to determine how the superseded data were derived.
 AA7739
 AA7739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2794527404(NAD 83)
 AA7739_MARKER: DD = SURVEY DISK
 AA7739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7739_STAMPING: 17-29 1994
 AA7739_MARK LOGO: ALHD  
 AA7739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7739+STABILITY: SURFACE MOTION
 AA7739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7739+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7739
 AA7739  HISTORY     - Date     Condition        Report By
 AA7739  HISTORY     - 1994     MONUMENTED       ALHD
 AA7739
 AA7739                          STATION DESCRIPTION
 AA7739
 AA7739'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7739'THE STATION IS IN COLBERT COUNTY ON THE EAST RIGHT OF WAY OF A PAVED
 AA7739'COUNTY ROAD ABOUT 6.15 MI (9.90 KM) WEST OF LITTLEVILLE AND ABOUT
 AA7739'11.05 MI (17.78 KM) SOUTH-SOUTHWEST OF TUSCUMBIA.
 AA7739' 
 AA7739'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7739'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7739'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 3.15 MI (5.07 KM) TO
 AA7739'MILEPOST 23.15 AND A PAVED COUNTY ROAD LEFT LEADING TO COLBERT COUNTY
 AA7739'ROAD 65. TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 0.10 MI
 AA7739'(0.16 KM) TO COLBERT COUNTY ROAD 65 LEFT AND RIGHT. TURN LEFT ON
 AA7739'COLBERT COUNTY ROAD 65 AND DRIVE SOUTH FOR 10.60 MI (17.06 KM) TO A
 AA7739'FOUR WAY CROSSROADS. TURN LEFT AT THE FOUR WAY CROSSROADS AND DRIVE
 AA7739'EAST FOR 0.70 MI (1.13 KM) TO A PAVED COUNTY ROAD LEFT. TURN LEFT ON
 AA7739'THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.20 MI (0.32 KM) TO THE
 AA7739'STATION ON THE RIGHT.
 AA7739' 
 AA7739'THE STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF A FOUR STRAND BARBED
 AA7739'WIRE FENCE ON WOOD POSTS, 22.3 FT (6.8 M) EAST-SOUTHEAST OF THE CENTER
 AA7739'OF THE PAVED COUNTY ROAD, 3.5 FT (1.1 M) NORTHWEST OF A CARSONITE
 AA7739'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7739' 
 AA7739'STATION 17-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1674 ***********************************************************************
 EF1674  DESIGNATION -  17 3
 EF1674  PID         -  EF1674
 EF1674  STATE/COUNTY-  AL/COLBERT
 EF1674  USGS QUAD   -  CHEROKEE (1988)
 EF1674
 EF1674                         *CURRENT SURVEY CONTROL
 EF1674  ___________________________________________________________________
 EF1674* NAD 83(1992)-  34 45 49.42543(N)    087 56 19.21545(W)     ADJUSTED  
 EF1674* NAVD 88     -       168.7    (meters)     553.     (feet)  GPS OBS   
 EF1674  ___________________________________________________________________
 EF1674  X           -     188,677.720 (meters)                     COMP
 EF1674  Y           -  -5,242,138.577 (meters)                     COMP
 EF1674  Z           -   3,616,445.384 (meters)                     COMP
 EF1674  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 EF1674  ELLIP HEIGHT-         141.38  (meters)          (08/29/05) GPS OBS
 EF1674  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EF1674
 EF1674  HORZ ORDER  -  A
 EF1674  ELLP ORDER  -  FOURTH    CLASS I
 EF1674
 EF1674.The horizontal coordinates were established by GPS observations
 EF1674.and adjusted by the National Geodetic Survey in August 2005..
 EF1674
 EF1674.The orthometric height was determined by GPS observations and a
 EF1674.high-resolution geoid model.
 EF1674
 EF1674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1674
 EF1674.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1674
 EF1674.The ellipsoidal height was determined by GPS observations
 EF1674.and is referenced to NAD 83.
 EF1674
 EF1674.The geoid height was determined by GEOID03.
 EF1674
 EF1674;                    North         East     Units Scale Factor Converg.
 EF1674;SPC AL W     -   528,320.444   559,842.303   MT  0.99995320   -0 15 00.5
 EF1674;UTM  16      - 3,847,243.296   414,097.885   MT  0.99969095   -0 32 06.9
 EF1674
 EF1674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1674!SPC AL W     -   0.99997781  x   0.99995320  =   0.99993101
 EF1674!UTM  16      -   0.99997781  x   0.99969095  =   0.99966876
 EF1674
 EF1674                          SUPERSEDED SURVEY CONTROL
 EF1674
 EF1674  ELLIP H (07/29/02)  141.35   (m)                       GP(       ) 4 1
 EF1674  NAD 83(1992)-  34 45 49.42606(N)    087 56 19.21432(W) AD(       ) 1
 EF1674  ELLIP H (12/04/92)  141.40   (m)                       GP(       ) 4 1
 EF1674  NAD 83(1992)-  34 45 49.43340(N)    087 56 19.21302(W) AD(       ) 1
 EF1674  NGVD 29 (12/04/92)  168.6    (m)          553.     (f) GPS OBS        
 EF1674
 EF1674.Superseded values are not recommended for survey control.
 EF1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1674.See file dsdata.txt to determine how the superseded data were derived.
 EF1674
 EF1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1409847243(NAD 83)
 EF1674_MARKER: DD = SURVEY DISK
 EF1674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1674_SP_SET: CONCRETE POST
 EF1674_STAMPING: 17 - 3 1990
 EF1674_MARK LOGO: ALHD  
 EF1674_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1674+STABILITY: SURFACE MOTION
 EF1674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1674+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 EF1674
 EF1674  HISTORY     - Date     Condition        Report By
 EF1674  HISTORY     - 1990     MONUMENTED       ALHD
 EF1674  HISTORY     - 20040324 GOOD             ALHD
 EF1674  HISTORY     - 20040624 GOOD             ALDOT
 EF1674
 EF1674                          STATION DESCRIPTION
 EF1674
 EF1674'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1674'THE STATION IS LOCATED IN COLBERT COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1674'COLBERT COUNTY ROAD NO. 10, ABOUT 3.38 KM (2.10 MI) EAST - NORTHEAST
 EF1674'OF CHEROKEE AND ABOUT 21.73 KM (13.50 MI) WEST - NORTHWEST OF
 EF1674'TUSCUMBIA.
 EF1674'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND COLBERT COUNTY
 EF1674'ROAD NO. 21, MILE POST 8.10 ON U. S. 72, IN CHEROKEE, DRIVE EAST ON
 EF1674'U. S. 72 1.05 KM (0.65 MI) TO MILE POST 10.1 AND A PAVED CITY STREET
 EF1674'LEFT AND RIGHT, TURN LEFT ON THE PAVED STREET AND DRIVE NORTH 0.32 KM
 EF1674'(0.20 MI) TO COUNTY ROAD 20 LEFT AND RIGHT, TURN RIGHT ON COUNTY ROAD
 EF1674'20 AND DRIVE EAST 2.66 KM (1.65 MI) TO COUNTY ROAD 25 ON THE LEFT,
 EF1674'TURN LEFT ON COUNTY ROAD 25 AND DRIVE SOUTH 1.77 KM (1.10 MI) TO
 EF1674'COUNTY ROAD 10 LEFT, TURN LEFT ON COUNTY ROAD 10 AND DRIVE WEST 0.24
 EF1674'KM (0.15 MI) TO THE STATION ON THE LEFT.
 EF1674'THE STATION IS 10.42 M (34.19 FT) SOUTH OF THE CENTER OF COUNTY ROAD
 EF1674'10, 22.43 M (73.59 FT) SOUTH OF A HOGWIRE FENCE WITH ONE STRAND OF
 EF1674'BARBED WIRE ACROSS COUNTY ROAD 10, 25.94 M (85.10 FT) SOUTHEAST OF A
 EF1674'POWER POLE ACROSS COUNTY ROAD 10, 1.10 M (3.61 FT) NORTH OF A
 EF1674'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1674'STATION CHEROKEE 1914 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1674
 EF1674                          STATION RECOVERY (2004)
 EF1674
 EF1674'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1674'COUNTY ROAD 20 IS NOW OLD LEE HWY, COUNTY ROAD 25 IS NOW MOODY LANE,
 EF1674'COUNTY ROAD 10 IS NOW 6 TH STREET, 81.6 FT WEST-SOUTHWEST OF A GRAPHIC
 EF1674'STOP AHEAD SIGN, AND 84.5 FT SOUTH-SOUTHEAST OF A WOOD POST IN THE
 EF1674'FENCE LINE ACROSS THE ROAD.
 EF1674
 EF1674                          STATION RECOVERY (2004)
 EF1674
 EF1674'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (WP)
 EF1674'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7740 ***********************************************************************
 AA7740  DESIGNATION -  17 30
 AA7740  PID         -  AA7740
 AA7740  STATE/COUNTY-  AL/COLBERT
 AA7740  USGS QUAD   -  FRANKFORT (1988)
 AA7740
 AA7740                         *CURRENT SURVEY CONTROL
 AA7740  ___________________________________________________________________
 AA7740* NAD 83(1992)-  34 35 19.94387(N)    087 46 58.11984(W)     ADJUSTED  
 AA7740* NAVD 88     -       275.5    (meters)     904.     (feet)  VERTCON   
 AA7740  ___________________________________________________________________
 AA7740  X           -     203,367.409 (meters)                     COMP
 AA7740  Y           -  -5,252,722.130 (meters)                     COMP
 AA7740  Z           -   3,600,553.700 (meters)                     COMP
 AA7740  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 AA7740  ELLIP HEIGHT-         248.56  (meters)          (07/29/02) GPS OBS
 AA7740  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AA7740
 AA7740  HORZ ORDER  -  FIRST
 AA7740  ELLP ORDER  -  FOURTH    CLASS I
 AA7740
 AA7740.The horizontal coordinates were established by GPS observations
 AA7740.and adjusted by the National Geodetic Survey in August 1995..
 AA7740
 AA7740.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7740
 AA7740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7740
 AA7740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7740
 AA7740.The ellipsoidal height was determined by GPS observations
 AA7740.and is referenced to NAD 83.
 AA7740
 AA7740.The geoid height was determined by GEOID03.
 AA7740
 AA7740;                    North         East     Units Scale Factor Converg.
 AA7740;SPC AL W     -   508,872.840   574,055.923   MT  0.99994163   -0 09 38.0
 AA7740;UTM  16      - 3,827,730.630   428,210.952   MT  0.99966352   -0 26 39.9
 AA7740
 AA7740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7740!SPC AL W     -   0.99996098  x   0.99994163  =   0.99990262
 AA7740!UTM  16      -   0.99996098  x   0.99966352  =   0.99962452
 AA7740
 AA7740:                Primary Azimuth Mark                     Grid Az
 AA7740:SPC AL W     -  17 29                                    218 51 05.4
 AA7740:UTM  16      -  17 29                                    219 08 07.3
 AA7740
 AA7740|---------------------------------------------------------------------|
 AA7740| PID    Reference Object                     Distance      Geod. Az  |
 AA7740|                                                           dddmmss.s |
 AA7740| AA7739 17 29                               421.639 METERS 2184127.4 |
 AA7740|---------------------------------------------------------------------|
 AA7740
 AA7740                          SUPERSEDED SURVEY CONTROL
 AA7740
 AA7740  ELLIP H (10/10/95)  248.59   (m)                       GP(       ) 4 2
 AA7740  NGVD 29 (08/31/95)  275.4    (m)          904.     (f) GPS OBS        
 AA7740
 AA7740.Superseded values are not recommended for survey control.
 AA7740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7740.See file dsdata.txt to determine how the superseded data were derived.
 AA7740
 AA7740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2821127731(NAD 83)
 AA7740_MARKER: DD = SURVEY DISK
 AA7740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7740_STAMPING: 17-30 1994
 AA7740_MARK LOGO: ALHD  
 AA7740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7740+STABILITY: SURFACE MOTION
 AA7740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7740+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7740
 AA7740  HISTORY     - Date     Condition        Report By
 AA7740  HISTORY     - 1994     MONUMENTED       ALHD
 AA7740
 AA7740                          STATION DESCRIPTION
 AA7740
 AA7740'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7740'THE STATION IS IN COLBERT COUNTY ON THE NORTHWEST RIGHT OF WAY OF A
 AA7740'PAVED COUNTY ROAD ABOUT 6.00 MI (9.66 KM) WEST OF LITTLEVILLE AND
 AA7740'ABOUT 10.75 MI (17.30 KM) SOUTH-SOUTHWEST OF TUSCUMBIA.
 AA7740' 
 AA7740'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7740'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7740'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 3.15 MI (5.07 KM) TO
 AA7740'MILEPOST 23.15 AND A PAVED COUNTY ROAD LEFT LEADING TO COLBERT COUNTY
 AA7740'ROAD 65. TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 0.10 MI
 AA7740'(0.16 KM) TO COLBERT COUNTY ROAD 65 LEFT AND RIGHT. TURN LEFT ON
 AA7740'COLBERT COUNTY ROAD 65 AND DRIVE SOUTH FOR 10.60 MI (17.06 KM) TO A
 AA7740'FOUR WAY CROSSROADS. TURN LEFT AT THE FOUR WAY CROSSROADS AND DRIVE
 AA7740'EAST FOR 0.70 MI (1.13 KM) TO A PAVED COUNTY ROAD LEFT. TURN LEFT ON
 AA7740'THE PAVED COUNTY ROAD AND DRIVE NORTH AND NORTHEAST FOR 0.50 MI (0.80
 AA7740'KM) TO THE STATION ON THE LEFT.
 AA7740' 
 AA7740'THE STATION IS 37.7 FT (11.5 M) NORTHWEST OF THE CENTER OF THE PAVED
 AA7740'COUNTY ROAD, 94.8 FT (28.9 M) SOUTHWEST OF THE SOUTHWEST END OF A
 AA7740'TWENTYFOUR-INCH DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY, 112.2 FT (34.2
 AA7740'M) SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 131.5 FT (40.1 M)
 AA7740'SOUTHWEST OF THE NORTHEAST END OF A TWENTYFOUR-INCH DRAINAGE PIPE
 AA7740'UNDER A GRAVEL DRIVEWAY, 142.0 FT (43.3 M) WEST-SOUTHWEST OF THE
 AA7740'CENTER OF THE JUNCTION OF THE PAVED COUNTY ROAD AND A DEAD END ROAD,
 AA7740'2.2 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA7740'WITH THE GROUND.
 AA7740' 
 AA7740'STATION 17-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7741 ***********************************************************************
 AA7741  DESIGNATION -  17 31
 AA7741  PID         -  AA7741
 AA7741  STATE/COUNTY-  AL/COLBERT
 AA7741  USGS QUAD   -  TUSCUMBIA (1971)
 AA7741
 AA7741                         *CURRENT SURVEY CONTROL
 AA7741  ___________________________________________________________________
 AA7741* NAD 83(1992)-  34 37 49.34366(N)    087 42 02.25278(W)     ADJUSTED  
 AA7741* NAVD 88     -       234.3    (meters)     769.     (feet)  VERTCON   
 AA7741  ___________________________________________________________________
 AA7741  X           -     210,795.450 (meters)                     COMP
 AA7741  Y           -  -5,249,778.333 (meters)                     COMP
 AA7741  Z           -   3,604,319.512 (meters)                     COMP
 AA7741  LAPLACE CORR-           2.37  (seconds)                    DEFLEC99
 AA7741  ELLIP HEIGHT-         207.39  (meters)          (07/29/02) GPS OBS
 AA7741  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AA7741
 AA7741  HORZ ORDER  -  FIRST
 AA7741  ELLP ORDER  -  FOURTH    CLASS I
 AA7741
 AA7741.The horizontal coordinates were established by GPS observations
 AA7741.and adjusted by the National Geodetic Survey in August 1995..
 AA7741
 AA7741.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7741
 AA7741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7741
 AA7741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7741
 AA7741.The ellipsoidal height was determined by GPS observations
 AA7741.and is referenced to NAD 83.
 AA7741
 AA7741.The geoid height was determined by GEOID03.
 AA7741
 AA7741;                    North         East     Units Scale Factor Converg.
 AA7741;SPC AL W     -   513,458.218   581,604.477   MT  0.99993750   -0 06 50.4
 AA7741;UTM  16      - 3,832,277.251   435,780.005   MT  0.99965083   -0 23 53.4
 AA7741
 AA7741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7741!SPC AL W     -   0.99996745  x   0.99993750  =   0.99990495
 AA7741!UTM  16      -   0.99996745  x   0.99965083  =   0.99961829
 AA7741
 AA7741:                Primary Azimuth Mark                     Grid Az
 AA7741:SPC AL W     -  17 32                                    026 08 41.9
 AA7741:UTM  16      -  17 32                                    026 25 44.9
 AA7741
 AA7741|---------------------------------------------------------------------|
 AA7741| PID    Reference Object                     Distance      Geod. Az  |
 AA7741|                                                           dddmmss.s |
 AA7741| AA7742 17 32                               406.423 METERS 0260151.5 |
 AA7741|---------------------------------------------------------------------|
 AA7741
 AA7741                          SUPERSEDED SURVEY CONTROL
 AA7741
 AA7741  ELLIP H (10/10/95)  207.44   (m)                       GP(       ) 4 2
 AA7741  NGVD 29 (08/31/95)  234.2    (m)          768.     (f) GPS OBS        
 AA7741
 AA7741.Superseded values are not recommended for survey control.
 AA7741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7741.See file dsdata.txt to determine how the superseded data were derived.
 AA7741
 AA7741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3578032277(NAD 83)
 AA7741_MARKER: DD = SURVEY DISK
 AA7741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7741_STAMPING: 17-31 1994
 AA7741_MARK LOGO: ALHD  
 AA7741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7741+STABILITY: SURFACE MOTION
 AA7741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7741+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7741
 AA7741  HISTORY     - Date     Condition        Report By
 AA7741  HISTORY     - 1994     MONUMENTED       ALHD
 AA7741
 AA7741                          STATION DESCRIPTION
 AA7741
 AA7741'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7741'THE STATION IS IN COLBERT COUNTY ON THE SOUTHEAST RIGHT OF WAY OF A
 AA7741'PAVED COUNTY ROAD ABOUT 3.15 MI (5.07 KM) NORTHWEST OF LITTLEVILLE AND
 AA7741'ABOUT 6.95 MI (11.18 KM) SOUTH OF TUSCUMBIA.
 AA7741' 
 AA7741'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7741'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7741'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 1.60 MI (2.57 KM) TO
 AA7741'MILEPOST 24.70 AND A FOUR WAY STOP. TURN LEFT AT THE FOUR WAY STOP AND
 AA7741'DRIVE SOUTH ON COLBERT COUNTY ROAD 55 FOR 5.65 MI (9.09 KM) TO COLBERT
 AA7741'COUNTY ROAD 36 RIGHT. TURN RIGHT ON COLBERT COUNTY ROAD 36 AND DRIVE
 AA7741'SOUTHWEST FOR 0.75 MI (1.21 KM) TO A PAVED COUNTY ROAD LEFT. TURN LEFT
 AA7741'ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.80 MI (1.29 KM) TO THE
 AA7741'STATION ON THE LEFT.
 AA7741' 
 AA7741'THE STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF A FIVE STRAND BARBED
 AA7741'WIRE FENCE ON OLD WOOD POSTS, 27.0 FT (8.2 M) EAST-SOUTHEAST OF THE
 AA7741'CENTER OF THE PAVED COUNTY ROAD, 49.6 FT (15.1 M) EAST OF A GRAPHIC
 AA7741'STOP AHEAD SIGN ACROSS THE ROAD, 103.5 FT (31.5 M) SOUTH OF THE
 AA7741'SOUTHWEST POST OF A BARBED WIRE GATE ACROSS THE ROAD, 113.0 FT (34.4
 AA7741'M) EAST-NORTHEAST OF A JUNCTION POWER POLE WITH ONE TRANSFORMER ACROSS
 AA7741'THE ROAD, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET
 AA7741'FLUSH WITH THE GROUND.
 AA7741' 
 AA7741'STATION 17-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7742 ***********************************************************************
 AA7742  DESIGNATION -  17 32
 AA7742  PID         -  AA7742
 AA7742  STATE/COUNTY-  AL/COLBERT
 AA7742  USGS QUAD   -  TUSCUMBIA (1971)
 AA7742
 AA7742                         *CURRENT SURVEY CONTROL
 AA7742  ___________________________________________________________________
 AA7742* NAD 83(1992)-  34 38 01.19480(N)    087 41 55.25006(W)     ADJUSTED  
 AA7742* NAVD 88     -       240.3    (meters)     788.     (feet)  VERTCON   
 AA7742  ___________________________________________________________________
 AA7742  X           -     210,965.545 (meters)                     COMP
 AA7742  Y           -  -5,249,568.743 (meters)                     COMP
 AA7742  Z           -   3,604,623.431 (meters)                     COMP
 AA7742  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AA7742  ELLIP HEIGHT-         213.41  (meters)          (07/29/02) GPS OBS
 AA7742  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AA7742
 AA7742  HORZ ORDER  -  FIRST
 AA7742  ELLP ORDER  -  FOURTH    CLASS I
 AA7742
 AA7742.The horizontal coordinates were established by GPS observations
 AA7742.and adjusted by the National Geodetic Survey in August 1995..
 AA7742
 AA7742.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7742
 AA7742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7742
 AA7742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7742
 AA7742.The ellipsoidal height was determined by GPS observations
 AA7742.and is referenced to NAD 83.
 AA7742
 AA7742.The geoid height was determined by GEOID03.
 AA7742
 AA7742;                    North         East     Units Scale Factor Converg.
 AA7742;SPC AL W     -   513,823.034   581,783.554   MT  0.99993742   -0 06 46.5
 AA7742;UTM  16      - 3,832,641.070   435,960.837   MT  0.99965055   -0 23 49.5
 AA7742
 AA7742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7742!SPC AL W     -   0.99996650  x   0.99993742  =   0.99990392
 AA7742!UTM  16      -   0.99996650  x   0.99965055  =   0.99961706
 AA7742
 AA7742:                Primary Azimuth Mark                     Grid Az
 AA7742:SPC AL W     -  17 31                                    206 08 42.0
 AA7742:UTM  16      -  17 31                                    206 25 45.0
 AA7742
 AA7742|---------------------------------------------------------------------|
 AA7742| PID    Reference Object                     Distance      Geod. Az  |
 AA7742|                                                           dddmmss.s |
 AA7742| AA7741 17 31                               406.423 METERS 2060155.5 |
 AA7742|---------------------------------------------------------------------|
 AA7742
 AA7742                          SUPERSEDED SURVEY CONTROL
 AA7742
 AA7742  ELLIP H (10/10/95)  213.45   (m)                       GP(       ) 4 2
 AA7742  NGVD 29 (08/31/95)  240.3    (m)          788.     (f) GPS OBS        
 AA7742
 AA7742.Superseded values are not recommended for survey control.
 AA7742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7742.See file dsdata.txt to determine how the superseded data were derived.
 AA7742
 AA7742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3596132641(NAD 83)
 AA7742_MARKER: DD = SURVEY DISK
 AA7742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7742_STAMPING: 17-32 1994
 AA7742_MARK LOGO: ALHD  
 AA7742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7742+STABILITY: SURFACE MOTION
 AA7742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7742+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7742
 AA7742  HISTORY     - Date     Condition        Report By
 AA7742  HISTORY     - 1994     MONUMENTED       ALHD
 AA7742
 AA7742                          STATION DESCRIPTION
 AA7742
 AA7742'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7742'THE STATION IS IN COLBERT COUNTY ON THE EAST RIGHT OF WAY OF A PAVED
 AA7742'COUNTY ROAD ABOUT 3.30 MI (5.31 KM) NORTHWEST OF LITTLEVILLE AND ABOUT
 AA7742'6.75 MI (10.86 KM) SOUTH OF TUSCUMBIA.
 AA7742' 
 AA7742'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7742'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7742'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 1.60 MI (2.57 KM) TO
 AA7742'MILEPOST 24.70 AND A FOUR WAY STOP. TURN LEFT AT THE FOUR WAY STOP AND
 AA7742'DRIVE SOUTH ON COLBERT COUNTY ROAD 55 FOR 5.65 MI (9.09 KM) TO COLBERT
 AA7742'COUNTY ROAD 36 RIGHT. TURN RIGHT ON COLBERT COUNTY ROAD 36 AND DRIVE
 AA7742'SOUTHWEST FOR 0.75 MI (1.21 KM) TO A PAVED COUNTY ROAD LEFT. TURN LEFT
 AA7742'ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.55 MI (0.89 KM) TO THE
 AA7742'STATION ON THE LEFT.
 AA7742' 
 AA7742'THE STATION IS 3.0 FT (0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 AA7742'ON OLD WOOD POSTS, 30.6 FT (9.3 M) EAST OF THE CENTER OF THE PAVED
 AA7742'COUNTY ROAD, 46.3 FT (14.1 M) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL
 AA7742'DRIVEWAY LEADING TO A CATTLE PASTURE ACROSS THE ROAD, 57.0 FT (17.4 M)
 AA7742'EAST OF THE SOUTH POST OF A BARBED WIRE GATE ACROSS THE ROAD, 68.7 FT
 AA7742'(20.9 M) EAST-SOUTHEAST OF THE SOUTHEAST FENCE CORNER OF A RUSTY METAL
 AA7742'FENCE ACROSS THE ROAD, 81.0 FT (24.7 M) EAST-NORTHEAST OF A POWER POLE
 AA7742'ACROSS THE ROAD, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST AND
 AA7742'SET FLUSH WITH THE GROUND.
 AA7742' 
 AA7742'STATION 17-31 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7743 ***********************************************************************
 AA7743  DESIGNATION -  17 33
 AA7743  PID         -  AA7743
 AA7743  STATE/COUNTY-  AL/COLBERT
 AA7743  USGS QUAD   -  LEIGHTON (1971)
 AA7743
 AA7743                         *CURRENT SURVEY CONTROL
 AA7743  ___________________________________________________________________
 AA7743* NAD 83(1992)-  34 38 29.17269(N)    087 30 21.00802(W)     ADJUSTED  
 AA7743* NAVD 88     -       172.8    (meters)     567.     (feet)  VERTCON   
 AA7743  ___________________________________________________________________
 AA7743  X           -     228,609.479 (meters)                     COMP
 AA7743  Y           -  -5,248,284.085 (meters)                     COMP
 AA7743  Z           -   3,605,294.558 (meters)                     COMP
 AA7743  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AA7743  ELLIP HEIGHT-         146.15  (meters)          (07/29/02) GPS OBS
 AA7743  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 AA7743
 AA7743  HORZ ORDER  -  FIRST
 AA7743  ELLP ORDER  -  FOURTH    CLASS I
 AA7743
 AA7743.The horizontal coordinates were established by GPS observations
 AA7743.and adjusted by the National Geodetic Survey in August 1995..
 AA7743
 AA7743.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7743
 AA7743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7743
 AA7743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7743
 AA7743.The ellipsoidal height was determined by GPS observations
 AA7743.and is referenced to NAD 83.
 AA7743
 AA7743.The geoid height was determined by GEOID03.
 AA7743
 AA7743;                    North         East     Units Scale Factor Converg.
 AA7743;SPC AL W     -   514,667.180   599,465.005   MT  0.99993334   -0 00 11.9
 AA7743;UTM  16      - 3,833,397.277   453,641.006   MT  0.99962649   -0 17 15.2
 AA7743
 AA7743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7743!SPC AL W     -   0.99997706  x   0.99993334  =   0.99991040
 AA7743!UTM  16      -   0.99997706  x   0.99962649  =   0.99960356
 AA7743
 AA7743                          SUPERSEDED SURVEY CONTROL
 AA7743
 AA7743  ELLIP H (10/10/95)  146.20   (m)                       GP(       ) 4 2
 AA7743  NGVD 29 (08/31/95)  172.8    (m)          567.     (f) GPS OBS        
 AA7743
 AA7743.Superseded values are not recommended for survey control.
 AA7743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7743.See file dsdata.txt to determine how the superseded data were derived.
 AA7743
 AA7743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5364133397(NAD 83)
 AA7743_MARKER: DD = SURVEY DISK
 AA7743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7743_STAMPING: 17-33 1994
 AA7743_MARK LOGO: ALHD  
 AA7743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7743+STABILITY: SURFACE MOTION
 AA7743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7743+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7743
 AA7743  HISTORY     - Date     Condition        Report By
 AA7743  HISTORY     - 1994     MONUMENTED       ALHD
 AA7743
 AA7743                          STATION DESCRIPTION
 AA7743
 AA7743'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7743'THE STATION IS IN COLBERT COUNTY ON THE SOUTHWEST RIGHT OF WAY OF AL
 AA7743'157 ABOUT 11.65 MI (18.75 KM) SOUTHEAST OF MUSCLE SHOALS AND ABOUT
 AA7743'10.30 MI (16.58 KM) EAST-NORTHEAST OF LITTLEVILLE.
 AA7743' 
 AA7743'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72 AND AL 157
 AA7743'SOUTH (MILEPOST 32.36 ON ALTERNATE U.S. 72 AND MILEPOST 56.19 ON AL
 AA7743'157) SOUTHEAST OF MUSCLE SHOALS, DRIVE SOUTHEAST ON AL 157 FOR 6.05 MI
 AA7743'(9.74 KM) TO MILEPOST 50.15 AND THE STATION ON THE RIGHT.
 AA7743' 
 AA7743'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FIVE STRAND BARBED WIRE
 AA7743'FENCE ON RUSTY METAL POSTS WITH RED TOPS, 65.9 FT (20.1 M) NORTHWEST
 AA7743'OF THE CENTER OF A RED DOUBLE METAL GATE LEADING INTO A PASTURE, 70.0
 AA7743'FT (21.3 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF AL
 AA7743'157, 100.3 FT (30.6 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO 7,
 AA7743'118.3 FT (36.1 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO CH 8E, 3.3
 AA7743'FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA7743'THE GROUND.
 AA7743' 
 AA7743'STATION 17-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7744 ***********************************************************************
 AA7744  DESIGNATION -  17 34
 AA7744  PID         -  AA7744
 AA7744  STATE/COUNTY-  AL/COLBERT
 AA7744  USGS QUAD   -  LEIGHTON (1971)
 AA7744
 AA7744                         *CURRENT SURVEY CONTROL
 AA7744  ___________________________________________________________________
 AA7744* NAD 83(1992)-  34 38 44.01471(N)    087 30 45.69178(W)     ADJUSTED  
 AA7744* NAVD 88     -       178.5    (meters)     586.     (feet)  VERTCON   
 AA7744  ___________________________________________________________________
 AA7744  X           -     227,970.332 (meters)                     COMP
 AA7744  Y           -  -5,248,056.295 (meters)                     COMP
 AA7744  Z           -   3,605,674.048 (meters)                     COMP
 AA7744  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 AA7744  ELLIP HEIGHT-         151.80  (meters)          (07/29/02) GPS OBS
 AA7744  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AA7744
 AA7744  HORZ ORDER  -  FIRST
 AA7744  ELLP ORDER  -  FOURTH    CLASS I
 AA7744
 AA7744.The horizontal coordinates were established by GPS observations
 AA7744.and adjusted by the National Geodetic Survey in August 1995..
 AA7744
 AA7744.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7744
 AA7744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7744
 AA7744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7744
 AA7744.The ellipsoidal height was determined by GPS observations
 AA7744.and is referenced to NAD 83.
 AA7744
 AA7744.The geoid height was determined by GEOID03.
 AA7744
 AA7744;                    North         East     Units Scale Factor Converg.
 AA7744;SPC AL W     -   515,124.565   598,836.459   MT  0.99993335   -0 00 26.0
 AA7744;UTM  16      - 3,833,857.633   453,014.930   MT  0.99962721   -0 17 29.3
 AA7744
 AA7744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7744!SPC AL W     -   0.99997617  x   0.99993335  =   0.99990952
 AA7744!UTM  16      -   0.99997617  x   0.99962721  =   0.99960339
 AA7744
 AA7744                          SUPERSEDED SURVEY CONTROL
 AA7744
 AA7744  ELLIP H (10/10/95)  151.84   (m)                       GP(       ) 4 2
 AA7744  NGVD 29 (08/31/95)  178.4    (m)          585.     (f) GPS OBS        
 AA7744
 AA7744.Superseded values are not recommended for survey control.
 AA7744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7744.See file dsdata.txt to determine how the superseded data were derived.
 AA7744
 AA7744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5301533858(NAD 83)
 AA7744_MARKER: DD = SURVEY DISK
 AA7744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7744_STAMPING: 17-34 1994
 AA7744_MARK LOGO: ALHD  
 AA7744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7744+STABILITY: SURFACE MOTION
 AA7744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7744+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7744
 AA7744  HISTORY     - Date     Condition        Report By
 AA7744  HISTORY     - 1994     MONUMENTED       ALHD
 AA7744
 AA7744                          STATION DESCRIPTION
 AA7744
 AA7744'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7744'THE STATION IS IN COLBERT COUNTY ON THE NORTHEAST RIGHT OF WAY OF AL
 AA7744'157 ABOUT 11.15 MI (17.94 KM) SOUTHEAST OF MUSCLE SHOALS AND ABOUT
 AA7744'10.10 MI (16.25 KM) EAST-NORTHEAST OF LITTLEVILLE.
 AA7744' 
 AA7744'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72 AND AL 157
 AA7744'SOUTH (MILEPOST 32.36 ON ALTERNATE U.S. 72 AND MILEPOST 56.19 ON AL
 AA7744'157) SOUTHEAST OF MUSCLE SHOALS, DRIVE SOUTHEAST ON AL 157 FOR 5.55 MI
 AA7744'(8.93 KM) TO MILEPOST 50.65 AND THE STATION ON THE LEFT.
 AA7744' 
 AA7744'THE STATION IS 55.2 FT (16.8 M) NORTHEAST OF THE CENTERLINE OF THE
 AA7744'NORTH BOUND LANES OF AL 157, 95.2 FT (29.0 M) WEST-NORTHWEST OF A
 AA7744'POWER POLE, 106.0 FT (32.3 M) EAST-SOUTHEAST OF THE SOUTHEAST END OF
 AA7744'AN EIGHTEEN-INCH DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY, 123.5 FT (37.6
 AA7744'M) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 140.2 FT (42.7
 AA7744'M) EAST-SOUTHEAST OF THE NORTHWEST END OF AN EIGHTEEN-INCH DRAINAGE
 AA7744'PIPE UNDER A GRAVEL DRIVEWAY, 14.2 FT (4.3 M) SOUTHWEST OF A CARSONITE
 AA7744'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7744' 
 AA7744'STATION 17-33 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7745 ***********************************************************************
 AA7745  DESIGNATION -  17 35
 AA7745  PID         -  AA7745
 AA7745  STATE/COUNTY-  AL/COLBERT
 AA7745  USGS QUAD   -  WHEELER DAM (1988)
 AA7745
 AA7745                         *CURRENT SURVEY CONTROL
 AA7745  ___________________________________________________________________
 AA7745* NAD 83(1992)-  34 46 14.64718(N)    087 29 54.45054(W)     ADJUSTED  
 AA7745* NAVD 88     -       188.1    (meters)     617.     (feet)  VERTCON   
 AA7745  ___________________________________________________________________
 AA7745  X           -     228,929.291 (meters)                     COMP
 AA7745  Y           -  -5,240,107.616 (meters)                     COMP
 AA7745  Z           -   3,617,095.115 (meters)                     COMP
 AA7745  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AA7745  ELLIP HEIGHT-         161.10  (meters)          (07/29/02) GPS OBS
 AA7745  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AA7745
 AA7745  HORZ ORDER  -  FIRST
 AA7745  ELLP ORDER  -  FOURTH    CLASS I
 AA7745
 AA7745.The horizontal coordinates were established by GPS observations
 AA7745.and adjusted by the National Geodetic Survey in August 1995..
 AA7745
 AA7745.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7745
 AA7745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7745
 AA7745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7745
 AA7745.The ellipsoidal height was determined by GPS observations
 AA7745.and is referenced to NAD 83.
 AA7745
 AA7745.The geoid height was determined by GEOID03.
 AA7745
 AA7745;                    North         East     Units Scale Factor Converg.
 AA7745;SPC AL W     -   529,009.961   600,141.104   MT  0.99993333   +0 00 03.2
 AA7745;UTM  16      - 3,847,732.116   454,388.133   MT  0.99962564   -0 17 03.4
 AA7745
 AA7745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7745!SPC AL W     -   0.99997471  x   0.99993333  =   0.99990804
 AA7745!UTM  16      -   0.99997471  x   0.99962564  =   0.99960036
 AA7745
 AA7745                          SUPERSEDED SURVEY CONTROL
 AA7745
 AA7745  ELLIP H (10/10/95)  161.16   (m)                       GP(       ) 4 2
 AA7745  NGVD 29 (08/31/95)  188.0    (m)          617.     (f) GPS OBS        
 AA7745
 AA7745.Superseded values are not recommended for survey control.
 AA7745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7745.See file dsdata.txt to determine how the superseded data were derived.
 AA7745
 AA7745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5438847732(NAD 83)
 AA7745_MARKER: DD = SURVEY DISK
 AA7745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7745_STAMPING: 17-35 1994
 AA7745_MARK LOGO: ALHD  
 AA7745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7745+STABILITY: SURFACE MOTION
 AA7745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7745+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 AA7745
 AA7745  HISTORY     - Date     Condition        Report By
 AA7745  HISTORY     - 1994     MONUMENTED       ALHD
 AA7745  HISTORY     - 20051112 GOOD             GEOCAC
 AA7745
 AA7745                          STATION DESCRIPTION
 AA7745
 AA7745'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7745'THE STATION IS IN COLBERT COUNTY ON THE NORTH RIGHT OF WAY OF COLBERT
 AA7745'COUNTY ROAD 66 ABOUT 9.80 MI (15.77 KM) EAST OF MUSCLE SHOALS AND
 AA7745'ABOUT 5.35 MI (8.61 KM) NORTH OF LEIGHTON.
 AA7745' 
 AA7745'TO REACH THE STATION FROM THE JUNCTION OF AL 184 AND AL 133 (MILEPOST
 AA7745'1.86 ON AL 184 AND MILEPOST 4.25 ON AL 133) IN MUSCLE SHOALS, DRIVE
 AA7745'EAST ON AL 184 FOR 6.05 MI (9.74 KM) TO MILEPOST 7.90 AND COLBERT
 AA7745'COUNTY ROAD 48 LEFT AND RIGHT. TURN LEFT ON COLBERT COUNTY ROAD 48 AND
 AA7745'DRIVE NORTH FOR 1.00 MI (1.61 KM) TO COLBERT COUNTY ROAD 66 RIGHT.
 AA7745'TURN RIGHT ON COLBERT COUNTY ROAD 66 AND DRIVE EAST FOR 1.75 MI (2.82
 AA7745'KM) TO THE STATION ON THE LEFT.
 AA7745' 
 AA7745'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH ONE
 AA7745'STRAND OF BARBED WIRE ON RUSTY METAL POSTS, 38.0 FT (11.6 M) NORTH OF
 AA7745'THE CENTERLINE OF COLBERT COUNTY ROAD 66, 107.6 FT (32.8 M) NORTHEAST
 AA7745'OF A POWER POLE ACROSS THE ROAD, 131.2 FT (40.0 M) WEST OF THE CENTER
 AA7745'OF A FOUR FOOT CHAIN LINK GATE LEADING TO A POND, 139.0 FT (42.4 M)
 AA7745'WEST OF THE SOUTHWEST FENCE CORNER OF A FOUR FOOT CHAIN LINK FENCE
 AA7745'AROUND A BRICK HOUSE, 151.0 FT (46.0 M) NORTHWEST OF THE CENTER OF A
 AA7745'DOUBLE METAL GATE LEADING INTO A PASTURE ACROSS THE ROAD, 3.0 FT (0.9
 AA7745'M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7745' 
 AA7745'STATION 17-36 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7745
 AA7745                          STATION RECOVERY (2005)
 AA7745
 AA7745'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 AA7745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7746 ***********************************************************************
 AA7746  DESIGNATION -  17 36
 AA7746  PID         -  AA7746
 AA7746  STATE/COUNTY-  AL/COLBERT
 AA7746  USGS QUAD   -  WHEELER DAM (1988)
 AA7746
 AA7746                         *CURRENT SURVEY CONTROL
 AA7746  ___________________________________________________________________
 AA7746* NAD 83(1992)-  34 46 13.45795(N)    087 29 24.83714(W)     ADJUSTED  
 AA7746* NAVD 88     -       200.8    (meters)     659.     (feet)  VERTCON   
 AA7746  ___________________________________________________________________
 AA7746  X           -     229,682.982 (meters)                     COMP
 AA7746  Y           -  -5,240,105.989 (meters)                     COMP
 AA7746  Z           -   3,617,072.248 (meters)                     COMP
 AA7746  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AA7746  ELLIP HEIGHT-         173.79  (meters)          (07/29/02) GPS OBS
 AA7746  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 AA7746
 AA7746  HORZ ORDER  -  FIRST
 AA7746  ELLP ORDER  -  FOURTH    CLASS I
 AA7746
 AA7746.The horizontal coordinates were established by GPS observations
 AA7746.and adjusted by the National Geodetic Survey in August 1995..
 AA7746
 AA7746.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7746
 AA7746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7746
 AA7746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7746
 AA7746.The ellipsoidal height was determined by GPS observations
 AA7746.and is referenced to NAD 83.
 AA7746
 AA7746.The geoid height was determined by GEOID03.
 AA7746
 AA7746;                    North         East     Units Scale Factor Converg.
 AA7746;SPC AL W     -   528,973.359   600,894.077   MT  0.99993334   +0 00 20.1
 AA7746;UTM  16      - 3,847,691.779   455,140.683   MT  0.99962480   -0 16 46.5
 AA7746
 AA7746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7746!SPC AL W     -   0.99997272  x   0.99993334  =   0.99990606
 AA7746!UTM  16      -   0.99997272  x   0.99962480  =   0.99959753
 AA7746
 AA7746                          SUPERSEDED SURVEY CONTROL
 AA7746
 AA7746  ELLIP H (10/10/95)  173.85   (m)                       GP(       ) 4 2
 AA7746  NGVD 29 (08/31/95)  200.7    (m)          658.     (f) GPS OBS        
 AA7746
 AA7746.Superseded values are not recommended for survey control.
 AA7746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7746.See file dsdata.txt to determine how the superseded data were derived.
 AA7746
 AA7746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5514147692(NAD 83)
 AA7746_MARKER: DD = SURVEY DISK
 AA7746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7746_STAMPING: 17-36 1994
 AA7746_MARK LOGO: ALHD  
 AA7746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7746+STABILITY: SURFACE MOTION
 AA7746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7746+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 AA7746
 AA7746  HISTORY     - Date     Condition        Report By
 AA7746  HISTORY     - 1994     MONUMENTED       ALHD
 AA7746  HISTORY     - 20051112 GOOD             GEOCAC
 AA7746
 AA7746                          STATION DESCRIPTION
 AA7746
 AA7746'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7746'THE STATION IS IN COLBERT COUNTY ON THE SOUTH RIGHT OF WAY OF COLBERT
 AA7746'COUNTY ROAD 66 ABOUT 10.20 MI (16.41 KM) EAST OF MUSCLE SHOALS AND
 AA7746'ABOUT 5.45 MI (8.77 KM) NORTH OF LEIGHTON.
 AA7746' 
 AA7746'TO REACH THE STATION FROM THE JUNCTION OF AL 184 AND AL 133 (MILEPOST
 AA7746'1.86 ON AL 184 AND MILEPOST 4.25 ON AL 133) IN MUSCLE SHOALS, DRIVE
 AA7746'EAST ON AL 184 FOR 6.05 MI (9.74 KM) TO MILEPOST 7.90 AND COLBERT
 AA7746'COUNTY ROAD 48 LEFT AND RIGHT. TURN LEFT ON COLBERT COUNTY ROAD 48 AND
 AA7746'DRIVE NORTH FOR 1.00 MI (1.61 KM) TO COLBERT COUNTY ROAD 66 RIGHT.
 AA7746'TURN RIGHT ON COLBERT COUNTY ROAD 66 AND DRIVE EAST FOR 2.20 MI (3.54
 AA7746'KM) TO THE STATION ON THE RIGHT.
 AA7746' 
 AA7746'THE STATION IS 3.0 FT (0.9 M) NORTH OF A HOG WIRE FENCE WITH ONE
 AA7746'STRAND OF BARBED WIRE ON RUSTY METAL POSTS, 39.7 FT (12.1 M) SOUTH OF
 AA7746'THE CENTERLINE OF COLBERT COUNTY ROAD 66, 134.0 FT (40.8 M) WEST OF A
 AA7746'POWER POLE IN A FIELD, 3.1 FT (0.9 M) NORTH OF A CARSONITE WITNESS
 AA7746'POST AND SET FLUSH WITH THE GROUND.
 AA7746' 
 AA7746'STATION 17-35 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7746
 AA7746                          STATION RECOVERY (2005)
 AA7746
 AA7746'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 AA7746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7747 ***********************************************************************
 AA7747  DESIGNATION -  17 37
 AA7747  PID         -  AA7747
 AA7747  STATE/COUNTY-  AL/COLBERT
 AA7747  USGS QUAD   -  PRIDE (1988)
 AA7747
 AA7747                         *CURRENT SURVEY CONTROL
 AA7747  ___________________________________________________________________
 AA7747* NAD 83(1992)-  34 43 52.02874(N)    087 51 15.71040(W)     ADJUSTED  
 AA7747* NAVD 88     -       134.4    (meters)     441.     (feet)  VERTCON   
 AA7747  ___________________________________________________________________
 AA7747  X           -     196,467.120 (meters)                     COMP
 AA7747  Y           -  -5,243,887.700 (meters)                     COMP
 AA7747  Z           -   3,613,453.315 (meters)                     COMP
 AA7747  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AA7747  ELLIP HEIGHT-         107.18  (meters)          (07/29/02) GPS OBS
 AA7747  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7747
 AA7747  HORZ ORDER  -  FIRST
 AA7747  ELLP ORDER  -  FOURTH    CLASS I
 AA7747
 AA7747.The horizontal coordinates were established by GPS observations
 AA7747.and adjusted by the National Geodetic Survey in August 1995..
 AA7747
 AA7747.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7747
 AA7747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7747
 AA7747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7747
 AA7747.The ellipsoidal height was determined by GPS observations
 AA7747.and is referenced to NAD 83.
 AA7747
 AA7747.The geoid height was determined by GEOID03.
 AA7747
 AA7747;                    North         East     Units Scale Factor Converg.
 AA7747;SPC AL W     -   524,672.562   567,547.387   MT  0.99994631   -0 12 06.8
 AA7747;UTM  16      - 3,843,558.115   421,782.679   MT  0.99967540   -0 29 12.4
 AA7747
 AA7747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7747!SPC AL W     -   0.99998318  x   0.99994631  =   0.99992949
 AA7747!UTM  16      -   0.99998318  x   0.99967540  =   0.99965858
 AA7747
 AA7747                          SUPERSEDED SURVEY CONTROL
 AA7747
 AA7747  ELLIP H (10/10/95)  107.22   (m)                       GP(       ) 4 2
 AA7747  NGVD 29 (08/31/95)  134.4    (m)          441.     (f) GPS OBS        
 AA7747
 AA7747.Superseded values are not recommended for survey control.
 AA7747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7747.See file dsdata.txt to determine how the superseded data were derived.
 AA7747
 AA7747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2178343558(NAD 83)
 AA7747_MARKER: DD = SURVEY DISK
 AA7747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7747_STAMPING: 17-37 1994
 AA7747_MARK LOGO: ALHD  
 AA7747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7747+STABILITY: SURFACE MOTION
 AA7747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7747+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7747
 AA7747  HISTORY     - Date     Condition        Report By
 AA7747  HISTORY     - 1994     MONUMENTED       ALHD
 AA7747
 AA7747                          STATION DESCRIPTION
 AA7747
 AA7747'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7747'THE STATION IS IN COLBERT COUNTY ON THE NORTH RIGHT OF WAY OF U.S. 72
 AA7747'ABOUT 8.60 MI (13.84 KM) WEST OF TUSCUMBIA AND ABOUT 2.20 MI (3.54 KM)
 AA7747'EAST OF BARTON.
 AA7747' 
 AA7747'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7747'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7747'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 11.25 MI (18.10 KM) TO
 AA7747'MILEPOST 15.05 AND THE STATION ON THE RIGHT.
 AA7747' 
 AA7747'THE STATION IS 34.9 FT (10.6 M) SOUTH OF THE CENTER OF THE ENTRANCE
 AA7747'ROAD TO COLBERT COUNTY ROAD 20, 93.5 FT (28.5 M) SOUTH OF THE SOUTH
 AA7747'TRACK OF A RAILROAD ACROSS COLBERT COUNTY ROAD 20, 98.3 FT (30.0 M)
 AA7747'SOUTH OF THE NORTH TRACK OF A RAILROAD ACROSS COLBERT COUNTY ROAD 20,
 AA7747'114.0 FT (34.7 M) WEST-NORTHWEST OF A POWER POLE, 114.7 FT (35.0 M)
 AA7747'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S. 72, 124.0 FT
 AA7747'(37.8 M) EAST OF A WRONG WAY SIGN, 3.5 FT (1.1 M) NORTH OF A CARSONITE
 AA7747'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7747' 
 AA7747'STATION 17-38 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7748 ***********************************************************************
 AA7748  DESIGNATION -  17 38
 AA7748  PID         -  AA7748
 AA7748  STATE/COUNTY-  AL/COLBERT
 AA7748  USGS QUAD   -  PRIDE (1988)
 AA7748
 AA7748                         *CURRENT SURVEY CONTROL
 AA7748  ___________________________________________________________________
 AA7748* NAD 83(1992)-  34 43 43.20803(N)    087 50 38.91955(W)     ADJUSTED  
 AA7748* NAVD 88     -       132.2    (meters)     434.     (feet)  VERTCON   
 AA7748  ___________________________________________________________________
 AA7748  X           -     197,408.211 (meters)                     COMP
 AA7748  Y           -  -5,244,005.506 (meters)                     COMP
 AA7748  Z           -   3,613,228.663 (meters)                     COMP
 AA7748  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AA7748  ELLIP HEIGHT-         104.97  (meters)          (07/29/02) GPS OBS
 AA7748  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7748
 AA7748  HORZ ORDER  -  FIRST
 AA7748  ELLP ORDER  -  FOURTH    CLASS I
 AA7748
 AA7748.The horizontal coordinates were established by GPS observations
 AA7748.and adjusted by the National Geodetic Survey in August 1995..
 AA7748
 AA7748.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7748
 AA7748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7748
 AA7748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7748
 AA7748.The ellipsoidal height was determined by GPS observations
 AA7748.and is referenced to NAD 83.
 AA7748
 AA7748.The geoid height was determined by GEOID03.
 AA7748
 AA7748;                    North         East     Units Scale Factor Converg.
 AA7748;SPC AL W     -   524,397.514   568,482.378   MT  0.99994557   -0 11 45.8
 AA7748;UTM  16      - 3,843,278.498   422,716.037   MT  0.99967362   -0 28 51.3
 AA7748
 AA7748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7748!SPC AL W     -   0.99998352  x   0.99994557  =   0.99992909
 AA7748!UTM  16      -   0.99998352  x   0.99967362  =   0.99965715
 AA7748
 AA7748                          SUPERSEDED SURVEY CONTROL
 AA7748
 AA7748  ELLIP H (10/10/95)  105.01   (m)                       GP(       ) 4 2
 AA7748  NGVD 29 (08/31/95)  132.2    (m)          434.     (f) GPS OBS        
 AA7748
 AA7748.Superseded values are not recommended for survey control.
 AA7748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7748.See file dsdata.txt to determine how the superseded data were derived.
 AA7748
 AA7748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2271643278(NAD 83)
 AA7748_MARKER: DD = SURVEY DISK
 AA7748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7748_STAMPING: 17-38 1994
 AA7748_MARK LOGO: ALHD  
 AA7748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7748+STABILITY: SURFACE MOTION
 AA7748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7748+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7748
 AA7748  HISTORY     - Date     Condition        Report By
 AA7748  HISTORY     - 1994     MONUMENTED       ALHD
 AA7748
 AA7748                          STATION DESCRIPTION
 AA7748
 AA7748'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7748'THE STATION IS IN COLBERT COUNTY ON THE SOUTH RIGHT OF WAY OF U.S. 72
 AA7748'ABOUT 8.05 MI (12.95 KM) WEST OF TUSCUMBIA AND ABOUT 2.80 MI (4.51 KM)
 AA7748'EAST OF BARTON.
 AA7748' 
 AA7748'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72
 AA7748'(MILEPOST 317.37 ON U.S. 43 AND MILEPOST 26.29 ON U.S. 72) JUST SOUTH
 AA7748'OF MUSCLE SHOALS, DRIVE WEST ON U.S. 72 FOR 10.40 MI (16.74 KM) TO
 AA7748'MILEPOST 15.90 AND THE STATION ON THE LEFT.
 AA7748' 
 AA7748'THE STATION IS 54.0 FT (16.5 M) SOUTH OF THE CENTERLINE OF THE EAST
 AA7748'BOUND LANES OF U.S. 72, 57.5 FT (17.5 M) NORTHWEST OF AN UNDERGROUND
 AA7748'CABLE WARNING SIGN, 57.7 FT (17.6 M) NORTHWEST OF TELEPHONE CABLE
 AA7748'PEDESTAL NO P63, 99.8 FT (30.4 M) NORTHWEST OF A POWER AND CABLE POLE,
 AA7748'3.0 FT (0.9 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST AND SET
 AA7748'FLUSH WITH THE GROUND.
 AA7748' 
 AA7748'STATION 17-37 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG2065 ***********************************************************************
 EG2065  DESIGNATION -  17 6
 EG2065  PID         -  EG2065
 EG2065  STATE/COUNTY-  AL/COLBERT
 EG2065  USGS QUAD   -  MARGERUM (1984)
 EG2065
 EG2065                         *CURRENT SURVEY CONTROL
 EG2065  ___________________________________________________________________
 EG2065* NAD 83(1992)-  34 45 35.63773(N)    088 00 20.99676(W)     ADJUSTED  
 EG2065* NAVD 88     -       155.1    (meters)     509.     (feet)  VERTCON   
 EG2065  ___________________________________________________________________
 EG2065  X           -     182,540.856 (meters)                     COMP
 EG2065  Y           -  -5,242,587.076 (meters)                     COMP
 EG2065  Z           -   3,616,088.568 (meters)                     COMP
 EG2065  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 EG2065  ELLIP HEIGHT-         127.77  (meters)          (07/29/02) GPS OBS
 EG2065  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EG2065
 EG2065  HORZ ORDER  -  FIRST
 EG2065  ELLP ORDER  -  FOURTH    CLASS I
 EG2065
 EG2065.The horizontal coordinates were established by GPS observations
 EG2065.and adjusted by the National Geodetic Survey in December 1992..
 EG2065
 EG2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG2065
 EG2065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2065
 EG2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2065
 EG2065.The ellipsoidal height was determined by GPS observations
 EG2065.and is referenced to NAD 83.
 EG2065
 EG2065.The geoid height was determined by GEOID03.
 EG2065
 EG2065;                    North         East     Units Scale Factor Converg.
 EG2065;SPC AL W     -   527,924.486   553,691.881   MT  0.99995975   -0 17 18.2
 EG2065;UTM  16      - 3,846,878.043   407,947.161   MT  0.99970444   -0 34 24.6
 EG2065
 EG2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2065!SPC AL W     -   0.99997994  x   0.99995975  =   0.99993970
 EG2065!UTM  16      -   0.99997994  x   0.99970444  =   0.99968439
 EG2065
 EG2065                          SUPERSEDED SURVEY CONTROL
 EG2065
 EG2065  ELLIP H (12/04/92)  127.81   (m)                       GP(       ) 4 1
 EG2065  NAD 83(1992)-  34 45 35.64519(N)    088 00 20.99576(W) AD(       ) 1
 EG2065  NGVD 29 (12/04/92)  155.1    (m)          509.     (f) GPS OBS        
 EG2065
 EG2065.Superseded values are not recommended for survey control.
 EG2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2065.See file dsdata.txt to determine how the superseded data were derived.
 EG2065
 EG2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0794746878(NAD 83)
 EG2065_MARKER: DD = SURVEY DISK
 EG2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2065_SP_SET: CONCRETE POST
 EG2065_STAMPING: 17 - 6 1990
 EG2065_MARK LOGO: ALHD  
 EG2065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EG2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2065+STABILITY: SURFACE MOTION
 EG2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2065+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EG2065
 EG2065  HISTORY     - Date     Condition        Report By
 EG2065  HISTORY     - 1990     MONUMENTED       ALHD
 EG2065
 EG2065                          STATION DESCRIPTION
 EG2065
 EG2065'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EG2065'THE STATION IS LOCATED IN COLBERT COUNTY ON THE SOUTH RIGHT OF WAY OF
 EG2065'U. S. 72, ABOUT 2.90 KM (1.80 MI) WEST OF CHEROKEE AND ABOUT 35.41 KM
 EG2065'(22.00 MI) NORTHWEST OF LITTLEVILLE.
 EG2065'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND COLBERT COUNTY
 EG2065'ROAD NO. 21, MILE POST 8.10 ON U. S. 72, IN CHEROKEE, DRIVE WEST ON
 EG2065'U. S. 72 3.14 KM (1.95 MI) TO MILE POST 6.30 AND THE STATION ON THE
 EG2065'LEFT.
 EG2065'THE STATION IS 17.98 M (58.99 FT) SOUTH OF THE CENTERLINE OF THE EAST
 EG2065'BOUND LANES OF U. S. 72, 48.16 M (158.00 FT) EAST OF A JUNCTION POWER
 EG2065'POLE, 61.26 M (200.98 FT) EAST OF THE CENTER OF COLBERT COUNTY ROAD
 EG2065'NO. 7, 1.08 M (3.54 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET
 EG2065'FLUSH WITH THE GROUND.
 EG2065'STATION G 179 1944 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1677 ***********************************************************************
 EF1677  DESIGNATION -  17 7
 EF1677  PID         -  EF1677
 EF1677  STATE/COUNTY-  AL/COLBERT
 EF1677  USGS QUAD   -  TOWN CREEK (1988)
 EF1677
 EF1677                         *CURRENT SURVEY CONTROL
 EF1677  ___________________________________________________________________
 EF1677* NAD 83(1992)-  34 41 50.61325(N)    087 28 16.79755(W)     ADJUSTED  
 EF1677* NAVD 88     -       174.4    (meters)     572.     (feet)  VERTCON   
 EF1677  ___________________________________________________________________
 EF1677  X           -     231,614.163 (meters)                     COMP
 EF1677  Y           -  -5,244,619.032 (meters)                     COMP
 EF1677  Z           -   3,610,400.814 (meters)                     COMP
 EF1677  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 EF1677  ELLIP HEIGHT-         147.66  (meters)          (07/29/02) GPS OBS
 EF1677  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 EF1677
 EF1677  HORZ ORDER  -  FIRST
 EF1677  ELLP ORDER  -  FOURTH    CLASS I
 EF1677
 EF1677.The horizontal coordinates were established by GPS observations
 EF1677.and adjusted by the National Geodetic Survey in December 1992..
 EF1677
 EF1677.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1677
 EF1677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1677
 EF1677.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1677
 EF1677.The ellipsoidal height was determined by GPS observations
 EF1677.and is referenced to NAD 83.
 EF1677
 EF1677.The geoid height was determined by GEOID03.
 EF1677
 EF1677;                    North         East     Units Scale Factor Converg.
 EF1677;SPC AL W     -   520,874.546   602,626.412   MT  0.99993342   +0 00 58.7
 EF1677;UTM  16      - 3,839,586.961   456,832.204   MT  0.99962297   -0 16 05.9
 EF1677
 EF1677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1677!SPC AL W     -   0.99997682  x   0.99993342  =   0.99991024
 EF1677!UTM  16      -   0.99997682  x   0.99962297  =   0.99959980
 EF1677
 EF1677|---------------------------------------------------------------------|
 EF1677| PID    Reference Object                     Distance      Geod. Az  |
 EF1677|                                                           dddmmss.s |
 EF1677| EF1354 G 480                               373.693 METERS 08015     |
 EF1677|---------------------------------------------------------------------|
 EF1677
 EF1677                          SUPERSEDED SURVEY CONTROL
 EF1677
 EF1677  ELLIP H (12/04/92)  147.71   (m)                       GP(       ) 4 1
 EF1677  NAD 83(1992)-  34 41 50.62022(N)    087 28 16.79417(W) AD(       ) 1
 EF1677  NGVD 29 (12/04/92)  174.4    (m)          572.     (f) GPS OBS        
 EF1677
 EF1677.Superseded values are not recommended for survey control.
 EF1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1677.See file dsdata.txt to determine how the superseded data were derived.
 EF1677
 EF1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5683239587(NAD 83)
 EF1677_MARKER: DD = SURVEY DISK
 EF1677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1677_SP_SET: CONCRETE POST
 EF1677_STAMPING: 17 - 7 1990
 EF1677_MARK LOGO: ALHD  
 EF1677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1677+STABILITY: SURFACE MOTION
 EF1677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1677+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1677
 EF1677  HISTORY     - Date     Condition        Report By
 EF1677  HISTORY     - 1990     MONUMENTED       ALHD
 EF1677
 EF1677                          STATION DESCRIPTION
 EF1677
 EF1677'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1677'THE STATION IS LOCATED IN COLBERT COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1677'COLBERT COUNTY ROAD NO. 64, ABOUT 5.31 KM (3.30 MI) EAST OF LEIGHTON
 EF1677'AND ABOUT 22.21 KM (13.80 MI) NORTHEAST OF LITTLEVILLE.
 EF1677'TO REACH THE STATION FROM THE JUNCTION OF ALA 20 AND COLBERT COUNTY
 EF1677'ROAD NO. 64, 0.16 KM (0.10 MI) WEST OF THE COLBERT - LAWRENCE COUNTY
 EF1677'LINE, DRIVE NORTH AND THEN WEST 0N COLBERT COUNTY ROAD NO. 64 2.49 KM
 EF1677'(1.55 MI) TO THE STATION ON THE RIGHT BETWEEN COUNTY ROAD 64 AND THE
 EF1677'RAILROAD.
 EF1677'THE STATION IS 8.60 M (28.22 FT) SOUTH OF THE SOUTH RAIL OF THE
 EF1677'RAILROAD, 9.94 M (32.61 FT) NORTH OF THE CENTERLINE OF COLBERT COUNTY
 EF1677'ROAD NO.64, 29.78 M (97.70 FT) WEST OF POWER POLE NO. 627, 1.07 M
 EF1677'(3.51 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1677'GROUND.
 EF1677'STATION G 480 1983 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1679 ***********************************************************************
 EF1679  DESIGNATION -  17 9
 EF1679  PID         -  EF1679
 EF1679  STATE/COUNTY-  AL/COLBERT
 EF1679  USGS QUAD   -  TUSCUMBIA (1971)
 EF1679
 EF1679                         *CURRENT SURVEY CONTROL
 EF1679  ___________________________________________________________________
 EF1679* NAD 83(1992)-  34 44 25.15928(N)    087 38 02.08442(W)     ADJUSTED  
 EF1679* NAVD 88     -       159.2    (meters)     522.     (feet)  VERTCON   
 EF1679  ___________________________________________________________________
 EF1679  X           -     216,618.865 (meters)                     COMP
 EF1679  Y           -  -5,242,532.168 (meters)                     COMP
 EF1679  Z           -   3,614,306.511 (meters)                     COMP
 EF1679  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 EF1679  ELLIP HEIGHT-         132.08  (meters)          (07/29/02) GPS OBS
 EF1679  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EF1679
 EF1679  HORZ ORDER  -  FIRST
 EF1679  ELLP ORDER  -  FOURTH    CLASS I
 EF1679
 EF1679.The horizontal coordinates were established by GPS observations
 EF1679.and adjusted by the National Geodetic Survey in December 1992..
 EF1679
 EF1679.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1679
 EF1679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1679
 EF1679.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1679
 EF1679.The ellipsoidal height was determined by GPS observations
 EF1679.and is referenced to NAD 83.
 EF1679
 EF1679.The geoid height was determined by GEOID03.
 EF1679
 EF1679;                    North         East     Units Scale Factor Converg.
 EF1679;SPC AL W     -   525,644.418   587,737.707   MT  0.99993519   -0 04 34.7
 EF1679;UTM  16      - 3,844,429.313   441,971.881   MT  0.99964150   -0 21 40.5
 EF1679
 EF1679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1679!SPC AL W     -   0.99997927  x   0.99993519  =   0.99991446
 EF1679!UTM  16      -   0.99997927  x   0.99964150  =   0.99962078
 EF1679
 EF1679|---------------------------------------------------------------------|
 EF1679| PID    Reference Object                     Distance      Geod. Az  |
 EF1679|                                                           dddmmss.s |
 EF1679| EF1670 17 10                               390.307 METERS 09244     |
 EF1679| AA7727 17 17                               396.858 METERS 09304     |
 EF1679|---------------------------------------------------------------------|
 EF1679
 EF1679                          SUPERSEDED SURVEY CONTROL
 EF1679
 EF1679  ELLIP H (12/04/92)  132.14   (m)                       GP(       ) 4 1
 EF1679  NAD 83(1992)-  34 44 25.16582(N)    087 38 02.08003(W) AD(       ) 1
 EF1679  NGVD 29 (12/04/92)  159.1    (m)          522.     (f) GPS OBS        
 EF1679
 EF1679.Superseded values are not recommended for survey control.
 EF1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1679.See file dsdata.txt to determine how the superseded data were derived.
 EF1679
 EF1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4197244429(NAD 83)
 EF1679_MARKER: DD = SURVEY DISK
 EF1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1679_SP_SET: CONCRETE POST
 EF1679_STAMPING: 17 - 9 1990
 EF1679_MARK LOGO: ALHD  
 EF1679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1679+STABILITY: SURFACE MOTION
 EF1679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1679+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 EF1679
 EF1679  HISTORY     - Date     Condition        Report By
 EF1679  HISTORY     - 1990     MONUMENTED       ALHD
 EF1679  HISTORY     - 19941117 GOOD             ALHD
 EF1679  HISTORY     - 20010806 GOOD             NGS
 EF1679
 EF1679                          STATION DESCRIPTION
 EF1679
 EF1679'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1679'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF S. E. WASHINGTON
 EF1679'AVENUE IN MUSCLE SHOALS.
 EF1679'TO REACH THE STATION FROM THE JUNCTION OF ALA 20, ALA 157, AND ALA
 EF1679'133, MILE POST 30.10 ON ALA 20, DRIVE NORTH ON ALA 133 4.83 KM
 EF1679'(3.00 MI) TO MILE POST 3.15 AND S. E. WASHINGTON AVENUE LEFT AND
 EF1679'RIGHT, TURN RIGHT ON S. E. WASHINGTON AVENUE AND DRIVE EAST 0.16 KM
 EF1679'(0.10 MI) TO THE STATION ON THE LEFT.
 EF1679'THE STATION IS 0.67 M (2.20 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE
 EF1679'SIDEWALK, 1.34 M (4.40 FT) NORTH OF THE FACE OF A CONCRETE CURB, 1.77
 EF1679'M (5.81 FT) SOUTH OF A BOARD FENCE ON CROSS TIE POSTS, 5.82 M
 EF1679'(19.09 FT) NORTH OF THE CENTER OF S. E. WASHINGTON AVENUE, 30.33 M
 EF1679'(99.51 FT) NORTHEAST OF A POWER POLE AT THE WEST END OF A POWER LINE,
 EF1679'40.36 M (132.41 FT) EAST OF THE SOUTHWEST CORNER OF THE BOARD FENCE,
 EF1679'0.69 M (2.26 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1679'WITH THE GROUND.
 EF1679'STATION 17 - 10 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1679
 EF1679                          STATION RECOVERY (1994)
 EF1679
 EF1679'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 EF1679'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF S.E. WASHINGTON
 EF1679'AVENUE IN MUSCLE SHOALS.
 EF1679' 
 EF1679'TO REACH THE STATION FROM THE JUNCTION OF ALA 20, ALA 157, AND ALA
 EF1679'133, MILE POST 30.10 ON ALA 20, DRIVE NORTH ON ALA 133 FOR 4.83 KM
 EF1679'(3.00 MI) TO MILE POST 3.15 AND S.E. WASHINGTON AVENUE LEFT AND RIGHT,
 EF1679'TURN RIGHT ON S.E. WASHINGTON AVENUE AND DRIVE EAST FOR 0.16 KM (0.10
 EF1679'MI) TO THE STATION ON THE LEFT.
 EF1679' 
 EF1679'THE STATION IS 0.67 M (2.20 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE
 EF1679'SIDEWALK, 1.34 M (4.40 FT) NORTH OF THE FACE OF A CONCRETE CURB, 1.77
 EF1679'M (5.81 FT) SOUTH OF A BOARD FENCE ON CROSS TIE POSTS, 5.82 M (19.09
 EF1679'FT) NORTH OF THE CENTER OF S.E. WASHINGTON AVENUE, 30.33 M (99.51 FT)
 EF1679'NORTHEAST OF A POWER POLE AT THE WEST END OF A POWER LINE, 40.36 M
 EF1679'(132.41 FT) EAST OF THE SOUTHWEST CORNER OF THE BOARD FENCE, 0.69 M
 EF1679'(2.26 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1679'GROUND.
 EF1679' 
 EF1679'STATION 17-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1679
 EF1679                          STATION RECOVERY (2001)
 EF1679
 EF1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EF1679'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1175 ***********************************************************************
 CM1175  DESIGNATION -  17 ALA
 CM1175  PID         -  CM1175
 CM1175  STATE/COUNTY-  AL/MACON
 CM1175  USGS QUAD   -  TUSKEGEE (1983)
 CM1175
 CM1175                         *CURRENT SURVEY CONTROL
 CM1175  ___________________________________________________________________
 CM1175* NAD 83(1986)-  32 24 39.     (N)    085 40 00.     (W)     SCALED    
 CM1175* NAVD 88     -       131.887  (meters)     432.70   (feet)  ADJUSTED  
 CM1175  ___________________________________________________________________
 CM1175  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CM1175  DYNAMIC HT  -         131.732 (meters)     432.19  (feet)  COMP
 CM1175  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 CM1175
 CM1175  VERT ORDER  -  SECOND    CLASS 0
 CM1175
 CM1175.The horizontal coordinates were scaled from a topographic map and have
 CM1175.an estimated accuracy of +/- 6 seconds.
 CM1175
 CM1175.The orthometric height was determined by differential leveling
 CM1175.and adjusted by the National Geodetic Survey in June 1991..
 CM1175
 CM1175.The geoid height was determined by GEOID03.
 CM1175
 CM1175.The dynamic height is computed by dividing the NAVD 88
 CM1175.geopotential number by the normal gravity value computed on the
 CM1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1175.degrees latitude (g = 980.6199 gals.).
 CM1175
 CM1175.The modeled gravity was interpolated from observed gravity values.
 CM1175
 CM1175;                    North         East    Units  Estimated Accuracy
 CM1175;SPC AL E     -   211,870.      215,680.      MT  (+/- 180 meters Scaled)
 CM1175
 CM1175                          SUPERSEDED SURVEY CONTROL
 CM1175
 CM1175  NGVD 29 (??/??/92)  131.85   (m)          432.6    (f) COMPUTED    2 0
 CM1175
 CM1175.Superseded values are not recommended for survey control.
 CM1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1175.See file dsdata.txt to determine how the superseded data were derived.
 CM1175
 CM1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA253867(NAD 83)
 CM1175_MARKER: DD = SURVEY DISK
 CM1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1175_STAMPING: NO 17 ALA 1934
 CM1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1175+STABILITY: SURFACE MOTION
 CM1175
 CM1175  HISTORY     - Date     Condition        Report By
 CM1175  HISTORY     - 1934     MONUMENTED       USGS
 CM1175  HISTORY     - 1934     GOOD             NGS
 CM1175  HISTORY     - 1941     GOOD             NGS
 CM1175
 CM1175                          STATION DESCRIPTION
 CM1175
 CM1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM1175'2 MI SE FROM TUSKEGEE.
 CM1175'U.S.G.S. NO. 17 ALA 1934 IS LOCATED 2.0 MILES SOUTHEAST OF
 CM1175'TUSKEGEE COUNTY COURT HOUSE AT TUSKEGEE, 25.0 FEET SOUTHEAST OF
 CM1175'CENTERLINE OF U.S. HIGHWAY 80, 23.0 FEET NORTH OF CENTERLINE
 CM1175'OF HURTSBORO ROAD.  STANDARD TABLET SET IN TOP OF CONCRETE
 CM1175'POST ABOUT 2 INCHES HIGH.  NOTE-- BM IS NOW LOCATED APPROXIMATELY
 CM1175'7/10 MILE SE OF JUNCTION OF US HIGHWAY 29 AND HURTSBORO ROAD.
 CM1175
 CM1175                          STATION RECOVERY (1941)
 CM1175
 CM1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 CM1175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4059 ***********************************************************************
 AB4059  DESIGNATION -  17 B 5 E
 AB4059  PID         -  AB4059
 AB4059  STATE/COUNTY-  AL/BALDWIN
 AB4059  USGS QUAD   -  ST ANDREWS BAY (1980)
 AB4059
 AB4059                         *CURRENT SURVEY CONTROL
 AB4059  ___________________________________________________________________
 AB4059* NAD 83(1986)-  30 14 17.     (N)    087 54 17.     (W)     SCALED    
 AB4059* NAVD 88     -         2.325  (meters)       7.63   (feet)  ADJUSTED  
 AB4059  ___________________________________________________________________
 AB4059  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AB4059  DYNAMIC HT  -           2.322 (meters)       7.62  (feet)  COMP
 AB4059  MODELED GRAV-     979,323.4   (mgal)                       NAVD 88
 AB4059
 AB4059  VERT ORDER  -  FIRST     CLASS II
 AB4059
 AB4059.The horizontal coordinates were scaled from a topographic map and have
 AB4059.an estimated accuracy of +/- 6 seconds.
 AB4059
 AB4059.The orthometric height was determined by differential leveling
 AB4059.and adjusted by the National Geodetic Survey in July 2002..
 AB4059
 AB4059.The geoid height was determined by GEOID03.
 AB4059
 AB4059.The dynamic height is computed by dividing the NAVD 88
 AB4059.geopotential number by the normal gravity value computed on the
 AB4059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4059.degrees latitude (g = 980.6199 gals.).
 AB4059
 AB4059.The modeled gravity was interpolated from observed gravity values.
 AB4059
 AB4059;                    North         East    Units  Estimated Accuracy
 AB4059;SPC AL W     -    26,460.      561,050.      MT  (+/- 180 meters Scaled)
 AB4059
 AB4059                          SUPERSEDED SURVEY CONTROL
 AB4059
 AB4059.No superseded survey control is available for this station.
 AB4059
 AB4059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU129455(NAD 83)
 AB4059_MARKER: DD = SURVEY DISK
 AB4059_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4059_STAMPING: 21B-5E 79
 AB4059_MARK LOGO: USE   
 AB4059_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB4059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4059+STABILITY: SURFACE MOTION
 AB4059_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB4059+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1996
 AB4059
 AB4059  HISTORY     - Date     Condition        Report By
 AB4059  HISTORY     - 1979     MONUMENTED       USE
 AB4059  HISTORY     - 19960222 GOOD             NGS
 AB4059
 AB4059                          STATION DESCRIPTION
 AB4059
 AB4059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4059'22.6 KM (14.05 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4059'OF STATE HIGHWAY 59 IN GULF SHORES, 14.4 M (47.2 FT) SOUTH OF THE
 AB4059'HIGHWAY CENTERLINE, 6.5 M (21.3 FT) EAST OF THE CENTER OF THE
 AB4059'SOUTHBOUND LANES OF SURFSIDE DRIVE, 5.9 M (19.4 FT) WEST OF THE CENTER
 AB4059'OF THE NORTHBOUND LANES OF THE DRIVE, 0.9 M (3.0 FT) NORTH OF THE
 AB4059'NORTH FACE OF A BRICK PLANTER, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB4059'HIGHWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND
 AB4059'SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4064 ***********************************************************************
 AB4064  DESIGNATION -  17 B 5 K
 AB4064  PID         -  AB4064
 AB4064  STATE/COUNTY-  AL/BALDWIN
 AB4064  USGS QUAD   -  BON SECOUR BAY (1985)
 AB4064
 AB4064                         *CURRENT SURVEY CONTROL
 AB4064  ___________________________________________________________________
 AB4064* NAD 83(1986)-  30 15 08.     (N)    087 48 57.     (W)     SCALED    
 AB4064* NAVD 88     -         2.466  (meters)       8.09   (feet)  ADJUSTED  
 AB4064  ___________________________________________________________________
 AB4064  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AB4064  DYNAMIC HT  -           2.463 (meters)       8.08  (feet)  COMP
 AB4064  MODELED GRAV-     979,325.9   (mgal)                       NAVD 88
 AB4064
 AB4064  VERT ORDER  -  FIRST     CLASS II
 AB4064
 AB4064.The horizontal coordinates were scaled from a topographic map and have
 AB4064.an estimated accuracy of +/- 6 seconds.
 AB4064
 AB4064.The orthometric height was determined by differential leveling
 AB4064.and adjusted by the National Geodetic Survey in July 2002..
 AB4064
 AB4064.The geoid height was determined by GEOID03.
 AB4064
 AB4064.The dynamic height is computed by dividing the NAVD 88
 AB4064.geopotential number by the normal gravity value computed on the
 AB4064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4064.degrees latitude (g = 980.6199 gals.).
 AB4064
 AB4064.The modeled gravity was interpolated from observed gravity values.
 AB4064
 AB4064;                    North         East    Units  Estimated Accuracy
 AB4064;SPC AL W     -    28,000.      569,610.      MT  (+/- 180 meters Scaled)
 AB4064
 AB4064                          SUPERSEDED SURVEY CONTROL
 AB4064
 AB4064.No superseded survey control is available for this station.
 AB4064
 AB4064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU215470(NAD 83)
 AB4064_MARKER: DD = SURVEY DISK
 AB4064_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4064_STAMPING: 21B-5K 79
 AB4064_MARK LOGO: USE   
 AB4064_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB4064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4064+STABILITY: SURFACE MOTION
 AB4064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4064+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1996
 AB4064
 AB4064  HISTORY     - Date     Condition        Report By
 AB4064  HISTORY     - 1979     MONUMENTED       USE
 AB4064  HISTORY     - 19960223 GOOD             NGS
 AB4064
 AB4064                          STATION DESCRIPTION
 AB4064
 AB4064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4064'12.9 KM (8.00 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4064'OF STATE HIGHWAY 59 IN GULF SHORES, 18.9 M (62.0 FT) EAST OF THE
 AB4064'CENTER OF GASQUE LANE, 15.3 M (50.2 FT) NORTH OF THE HIGHWAY
 AB4064'CENTERLINE, 2.9 M (9.5 FT) NORTH OF A HISTORICAL MONUMENT (INDIAN
 AB4064'VILLAGE ACHUSE), 0.8 M (2.6 FT) SOUTH OF A BRICK PLANTER WITH A SIGN
 AB4064'ATTACHED (SHELL BANKS BAPTIST CHURCH), 0.3 M (1.0 FT) ABOVE THE LEVEL
 AB4064'OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 AB4064'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3302 ***********************************************************************
 CN3302  DESIGNATION -  17 KW
 CN3302  PID         -  CN3302
 CN3302  STATE/COUNTY-  AL/ELMORE
 CN3302  USGS QUAD   -  WETUMPKA (1987)
 CN3302
 CN3302                         *CURRENT SURVEY CONTROL
 CN3302  ___________________________________________________________________
 CN3302* NAD 83(1992)-  32 30 46.36090(N)    086 07 41.70215(W)     ADJUSTED  
 CN3302* NAVD 88     -       177.0    (meters)     581.     (feet)  GPS OBS   
 CN3302  ___________________________________________________________________
 CN3302  X           -     363,534.253 (meters)                     COMP
 CN3302  Y           -  -5,371,542.025 (meters)                     COMP
 CN3302  Z           -   3,408,607.411 (meters)                     COMP
 CN3302  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CN3302  ELLIP HEIGHT-         148.59  (meters)          (07/29/02) GPS OBS
 CN3302  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CN3302
 CN3302  HORZ ORDER  -  FIRST
 CN3302  ELLP ORDER  -  FOURTH    CLASS I
 CN3302
 CN3302.The horizontal coordinates were established by GPS observations
 CN3302.and adjusted by the National Geodetic Survey in September 1993..
 CN3302
 CN3302.The orthometric height was determined by GPS observations and a
 CN3302.high-resolution geoid model.
 CN3302
 CN3302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3302
 CN3302.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3302
 CN3302.The ellipsoidal height was determined by GPS observations
 CN3302.and is referenced to NAD 83.
 CN3302
 CN3302.The geoid height was determined by GEOID03.
 CN3302
 CN3302;                    North         East     Units Scale Factor Converg.
 CN3302;SPC AL E     -   223,213.822   172,289.638   MT  0.99996946   -0 09 30.7
 CN3302;UTM  16      - 3,597,621.481   581,881.087   MT  0.99968267   +0 28 06.9
 CN3302
 CN3302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3302!SPC AL E     -   0.99997667  x   0.99996946  =   0.99994613
 CN3302!UTM  16      -   0.99997667  x   0.99968267  =   0.99965935
 CN3302
 CN3302                          SUPERSEDED SURVEY CONTROL
 CN3302
 CN3302  ELLIP H (09/27/93)  148.64   (m)                       GP(       ) 4 1
 CN3302
 CN3302.Superseded values are not recommended for survey control.
 CN3302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3302.See file dsdata.txt to determine how the superseded data were derived.
 CN3302
 CN3302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8188197621(NAD 83)
 CN3302_MARKER: DB = BENCH MARK DISK
 CN3302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3302_SP_SET: CONCRETE POST
 CN3302_STAMPING: 17 KW 1955
 CN3302_MARK LOGO: USGS  
 CN3302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3302+STABILITY: SURFACE MOTION
 CN3302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3302+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1992
 CN3302
 CN3302  HISTORY     - Date     Condition        Report By
 CN3302  HISTORY     - 1955     MONUMENTED       USGS
 CN3302  HISTORY     - 19920220 GOOD             ALHD
 CN3302
 CN3302                          STATION DESCRIPTION
 CN3302
 CN3302'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3302'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3302'OF ELMORE COUNTY ROAD NO. 59, ABOUT 4.65 MI (7.48 KM) SOUTHEAST OF
 CN3302'WETUMPKA AND ABOUT 10.05 MI (16.17 KM) SOUTHWEST OF ECLECTIC.
 CN3302'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 170 (MILE
 CN3302'POST 174.40 ON ALA 14 AND MILE POST 0.95 ON ALA 170) ON THE EAST SIDE
 CN3302'OF WETUMPKA, DRIVE EAST ON ALA 14 FOR 1.50 MI (2.41 KM) TO MILE POST
 CN3302'175.90 AND ELMORE COUNTY ROAD NO. 59 ON THE RIGHT, TURN RIGHT AND
 CN3302'DRIVE SOUTH ON ELMORE COUNTY ROAD NO. 59 FOR 3.50 MI (5.63 KM) TO THE
 CN3302'STATION ON THE RIGHT AT MULDER MEMORIAL CHURCH.
 CN3302'THE STATION IS 1.1 FT (0.3 M) NORTHEAST OF A CARSONITE WITNESS POST,
 CN3302'16.6 FT (5.1 M) SOUTHWEST OF A WATER METER BOX, 59.2 FT (18.0 M) WEST
 CN3302'OF THE CENTERLINE OF ELMORE COUNTY ROAD NO. 59, 139.0 FT (42.4 M)
 CN3302'SOUTH OF THE SOUTHWEST CORNER OF A WHITE BELL HOUSE, AND 165.2 FT
 CN3302'(50.4 M) SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH ENTRANCEWAY. THE
 CN3302'DISK IS ALSO STAMPED WITH THE ELEVATION OF 581 FEET.
 CN3302'STATION 26-25 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0388 ***********************************************************************
 CO0388  DESIGNATION -  170
 CO0388  PID         -  CO0388
 CO0388  STATE/COUNTY-  AL/CHOCTAW
 CO0388  USGS QUAD   -  LAND (1974)
 CO0388
 CO0388                         *CURRENT SURVEY CONTROL
 CO0388  ___________________________________________________________________
 CO0388* NAD 83(1986)-  32 06 10.     (N)    088 16 39.     (W)     SCALED    
 CO0388* NAVD 88     -        50.531  (meters)     165.78   (feet)  ADJUSTED  
 CO0388  ___________________________________________________________________
 CO0388  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CO0388  DYNAMIC HT  -          50.473 (meters)     165.59  (feet)  COMP
 CO0388  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CO0388
 CO0388  VERT ORDER  -  SECOND    CLASS 0
 CO0388
 CO0388.The horizontal coordinates were scaled from a topographic map and have
 CO0388.an estimated accuracy of +/- 6 seconds.
 CO0388
 CO0388.The orthometric height was determined by differential leveling
 CO0388.and adjusted by the National Geodetic Survey in June 1991..
 CO0388
 CO0388.The geoid height was determined by GEOID03.
 CO0388
 CO0388.The dynamic height is computed by dividing the NAVD 88
 CO0388.geopotential number by the normal gravity value computed on the
 CO0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0388.degrees latitude (g = 980.6199 gals.).
 CO0388
 CO0388.The modeled gravity was interpolated from observed gravity values.
 CO0388
 CO0388;                    North         East    Units  Estimated Accuracy
 CO0388;SPC AL W     -   233,390.      526,620.      MT  (+/- 180 meters Scaled)
 CO0388
 CO0388                          SUPERSEDED SURVEY CONTROL
 CO0388
 CO0388  NGVD 29 (??/??/92)   50.517  (m)          165.74   (f) ADJ UNCH    2 0
 CO0388
 CO0388.Superseded values are not recommended for survey control.
 CO0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0388.See file dsdata.txt to determine how the superseded data were derived.
 CO0388
 CO0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA794525(NAD 83)
 CO0388_MARKER: R = RIVET
 CO0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0388+STABILITY: SURFACE MOTION
 CO0388
 CO0388  HISTORY     - Date     Condition        Report By
 CO0388  HISTORY     - UNK      MONUMENTED       ALHD
 CO0388  HISTORY     - 1935     GOOD             NGS
 CO0388
 CO0388                          STATION DESCRIPTION
 CO0388
 CO0388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0388'3.5 MI E FROM RIDERWOOD.
 CO0388'3.5 MILES EAST OF ALA. TENN. AND NORTHERN RR STATION AT RIDERWOOD 5
 CO0388'1/2 POLES EAST OF LUMBER SHACK ON THE OUTSIDE OF CURVE ON STATE
 CO0388'HIGHWAY 10, 60 FEET WEST OF ANCHOR POLE FOR POWER LINE, 30 FEET SOUTH
 CO0388'OF CENTERLINE OF STATE HIGHWAY 10.  TOP OF BOLT SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0635 ***********************************************************************
 BT0635  DESIGNATION -  171.70
 BT0635  PID         -  BT0635
 BT0635  STATE/COUNTY-  AL/HENRY
 BT0635  USGS QUAD   -  FORT GAINES (1969)
 BT0635
 BT0635                         *CURRENT SURVEY CONTROL
 BT0635  ___________________________________________________________________
 BT0635* NAD 83(1986)-  31 36 29.     (N)    085 05 17.     (W)     SCALED    
 BT0635* NAVD 88     -        63.335  (meters)     207.79   (feet)  ADJUSTED  
 BT0635  ___________________________________________________________________
 BT0635  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT0635  DYNAMIC HT  -          63.260 (meters)     207.55  (feet)  COMP
 BT0635  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 BT0635
 BT0635  VERT ORDER  -  SECOND    CLASS 0
 BT0635
 BT0635.The horizontal coordinates were scaled from a topographic map and have
 BT0635.an estimated accuracy of +/- 6 seconds.
 BT0635
 BT0635.The orthometric height was determined by differential leveling
 BT0635.and adjusted by the National Geodetic Survey in June 1991..
 BT0635
 BT0635.The geoid height was determined by GEOID03.
 BT0635
 BT0635.The dynamic height is computed by dividing the NAVD 88
 BT0635.geopotential number by the normal gravity value computed on the
 BT0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0635.degrees latitude (g = 980.6199 gals.).
 BT0635
 BT0635.The modeled gravity was interpolated from observed gravity values.
 BT0635
 BT0635;                    North         East    Units  Estimated Accuracy
 BT0635;SPC AL E     -   123,090.      270,720.      MT  (+/- 180 meters Scaled)
 BT0635
 BT0635                          SUPERSEDED SURVEY CONTROL
 BT0635
 BT0635  NGVD 29 (??/??/92)   63.419  (m)          208.07   (f) ADJ UNCH    2 0
 BT0635
 BT0635.Superseded values are not recommended for survey control.
 BT0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0635.See file dsdata.txt to determine how the superseded data were derived.
 BT0635
 BT0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV813985(NAD 83)
 BT0635_MARKER: B = BOLT
 BT0635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0635_SP_SET: CULVERT
 BT0635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0635
 BT0635  HISTORY     - Date     Condition        Report By
 BT0635  HISTORY     - UNK      MONUMENTED       CGS
 BT0635  HISTORY     - 1953     GOOD             NGS
 BT0635
 BT0635                          STATION DESCRIPTION
 BT0635
 BT0635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BT0635'2.4 MI W FROM FORT GAINES.
 BT0635'IN ALABAMA, ABOUT 1.2 MILES WEST ALONG GA. STATE HIGHWAY 37 AND
 BT0635'ALA. STATE HIGHWAY 10 FROM THE COURT HOUSE AT FORT GAINES, GEORGIA,
 BT0635'THENCE ABOUT 1.25 MILES WEST ALONG A GRADED ROAD, AT THE JUNCTION
 BT0635'OF A GRADED ROAD LEADING NORTH, IN THE TOP AND NEAR THE CENTER OF
 BT0635'THE NORTH HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 13 1/2 FEET NORTH
 BT0635'OF CENTER LINE OF EAST-WEST ROAD, 24 FEET EAST OF CENTER LINE OF
 BT0635'ROAD NORTH, AT THE EAST END OF LETTERS AND FIGURES CAST IN
 BT0635'HEAD WALL BM 171.70, AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4076 ***********************************************************************
 AB4076  DESIGNATION -  178
 AB4076  PID         -  AB4076
 AB4076  STATE/COUNTY-  AL/BALDWIN
 AB4076  USGS QUAD   -  GULF SHORES (1980)
 AB4076
 AB4076                         *CURRENT SURVEY CONTROL
 AB4076  ___________________________________________________________________
 AB4076* NAD 83(1986)-  30 19 00.     (N)    087 41 01.     (W)     SCALED    
 AB4076* NAVD 88     -        10.460  (meters)      34.32   (feet)  ADJUSTED  
 AB4076  ___________________________________________________________________
 AB4076  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AB4076  DYNAMIC HT  -          10.447 (meters)      34.27  (feet)  COMP
 AB4076  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 AB4076
 AB4076  VERT ORDER  -  FIRST     CLASS II
 AB4076
 AB4076.The horizontal coordinates were scaled from a topographic map and have
 AB4076.an estimated accuracy of +/- 6 seconds.
 AB4076
 AB4076.The orthometric height was determined by differential leveling
 AB4076.and adjusted by the National Geodetic Survey in July 2002..
 AB4076
 AB4076.The geoid height was determined by GEOID03.
 AB4076
 AB4076.The dynamic height is computed by dividing the NAVD 88
 AB4076.geopotential number by the normal gravity value computed on the
 AB4076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4076.degrees latitude (g = 980.6199 gals.).
 AB4076
 AB4076.The modeled gravity was interpolated from observed gravity values.
 AB4076
 AB4076;                    North         East    Units  Estimated Accuracy
 AB4076;SPC AL W     -    35,120.      582,340.      MT  (+/- 180 meters Scaled)
 AB4076
 AB4076                          SUPERSEDED SURVEY CONTROL
 AB4076
 AB4076.No superseded survey control is available for this station.
 AB4076
 AB4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU342540(NAD 83)
 AB4076_MARKER: DD = SURVEY DISK
 AB4076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AB4076_STAMPING: 178 1974
 AB4076_MARK LOGO: CGS+SS
 AB4076_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4076+STABILITY: SURFACE MOTION
 AB4076_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB4076+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 AB4076
 AB4076  HISTORY     - Date     Condition        Report By
 AB4076  HISTORY     - 1974     MONUMENTED       ALHD
 AB4076  HISTORY     - 19960228 GOOD             NGS
 AB4076  HISTORY     - 20030402 GOOD             USPSQD
 AB4076  HISTORY     - 20040419 GOOD             USPSQD
 AB4076  HISTORY     - 20050708 GOOD             USPSQD
 AB4076
 AB4076                          STATION DESCRIPTION
 AB4076
 AB4076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4076'5.7 KM (3.55 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 AB4076'STATE HIGHWAY 180 IN GULF SHORES, 67.0 M (219.8 FT) NORTH OF THE
 AB4076'NORTHEAST CORNER WOODLANDS GOLF COURSE, 17.6 M (57.7 FT) WEST OF THE
 AB4076'CENTERLINE OF THE SOUTHBOUND LANES OF THE HIGHWAY, 12.9 M (42.3 FT)
 AB4076'SOUTH OF UTILITY POLE NUMBER 26, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AB4076'HIGHWAY, 0.3 M (1.0 FT) WEST OF A WITNESS POST, AND THE MONUMENT IS
 AB4076'RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AB4076
 AB4076                          STATION RECOVERY (2003)
 AB4076
 AB4076'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4076'RESET 1974.
 AB4076
 AB4076                          STATION RECOVERY (2004)
 AB4076
 AB4076'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4076'WITNESS POST FOUND.
 AB4076
 AB4076                          STATION RECOVERY (2005)
 AB4076
 AB4076'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0234 ***********************************************************************
 CN0234  DESIGNATION -  178 A
 CN0234  PID         -  CN0234
 CN0234  STATE/COUNTY-  AL/ELMORE
 CN0234  USGS QUAD   -  WETUMPKA (1987)
 CN0234
 CN0234                         *CURRENT SURVEY CONTROL
 CN0234  ___________________________________________________________________
 CN0234* NAD 83(1986)-  32 32 10.     (N)    086 12 20.     (W)     SCALED    
 CN0234* NAVD 88     -        54.753  (meters)     179.64   (feet)  ADJUSTED  
 CN0234  ___________________________________________________________________
 CN0234  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CN0234  DYNAMIC HT  -          54.690 (meters)     179.43  (feet)  COMP
 CN0234  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CN0234
 CN0234  VERT ORDER  -  SECOND    CLASS 0
 CN0234
 CN0234.The horizontal coordinates were scaled from a topographic map and have
 CN0234.an estimated accuracy of +/- 6 seconds.
 CN0234
 CN0234.The orthometric height was determined by differential leveling
 CN0234.and adjusted by the National Geodetic Survey in June 1991..
 CN0234
 CN0234.The geoid height was determined by GEOID03.
 CN0234
 CN0234.The dynamic height is computed by dividing the NAVD 88
 CN0234.geopotential number by the normal gravity value computed on the
 CN0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0234.degrees latitude (g = 980.6199 gals.).
 CN0234
 CN0234.The modeled gravity was interpolated from observed gravity values.
 CN0234
 CN0234;                    North         East    Units  Estimated Accuracy
 CN0234;SPC AL E     -   225,810.      165,040.      MT  (+/- 180 meters Scaled)
 CN0234
 CN0234                          SUPERSEDED SURVEY CONTROL
 CN0234
 CN0234  NGVD 29 (??/??/92)   54.73   (m)          179.6    (f) COMPUTED    2 0
 CN0234
 CN0234.Superseded values are not recommended for survey control.
 CN0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0234.See file dsdata.txt to determine how the superseded data were derived.
 CN0234
 CN0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB746001(NAD 83)
 CN0234_MARKER: DD = SURVEY DISK
 CN0234_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0234_SP_SET: STEP
 CN0234_STAMPING: 178 A
 CN0234_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0234
 CN0234  HISTORY     - Date     Condition        Report By
 CN0234  HISTORY     - UNK      MONUMENTED       USGS
 CN0234  HISTORY     - 1934     GOOD             NGS
 CN0234
 CN0234                          STATION DESCRIPTION
 CN0234
 CN0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CN0234'IN WETUMPKA.
 CN0234'IS LOCATED IN THE COURT HOUSE AT WETUMPKA.  ON THE EAST CONCRETE STEP
 CN0234'ABUTMENT AT THE NORTH ENTRANCE OF THE COURT HOUSE.  2.5 FEET ABOVE THE
 CN0234'GROUND.  2 FEET NORTH OF THE MARBLE PORCH.  STANDARD GEOLOGICAL SURVEY
 CN0234'TABLET SET VERTICALLY.  NOTE-- THIS MARK WAS REMOVED FROM THE OLD
 CN0234'COURT HOUSE AND PLACED IN THE PRESENT POSITION IN THE NEW COURT HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0235 ***********************************************************************
 CN0235  DESIGNATION -  178 RESET
 CN0235  PID         -  CN0235
 CN0235  STATE/COUNTY-  AL/ELMORE
 CN0235  USGS QUAD   -  WETUMPKA (1987)
 CN0235
 CN0235                         *CURRENT SURVEY CONTROL
 CN0235  ___________________________________________________________________
 CN0235* NAD 83(1986)-  32 32 10.     (N)    086 12 20.     (W)     SCALED    
 CN0235* NAVD 88     -        54.75   (+/-2cm)     179.6    (feet)  VERTCON   
 CN0235  ___________________________________________________________________
 CN0235  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CN0235
 CN0235  VERT ORDER  -  ? (See Below)
 CN0235
 CN0235.The horizontal coordinates were scaled from a topographic map and have
 CN0235.an estimated accuracy of +/- 6 seconds.
 CN0235
 CN0235.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN0235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN0235.The vertical order pertains to the NGVD 29 superseded value.
 CN0235
 CN0235.The geoid height was determined by GEOID03.
 CN0235
 CN0235;                    North         East    Units  Estimated Accuracy
 CN0235;SPC AL E     -   225,810.      165,040.      MT  (+/- 180 meters Scaled)
 CN0235
 CN0235                          SUPERSEDED SURVEY CONTROL
 CN0235
 CN0235  NGVD 29 (??/??/92)   54.726  (m)          179.55   (f) ADJ UNCH    ?  
 CN0235
 CN0235.Superseded values are not recommended for survey control.
 CN0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0235.See file dsdata.txt to determine how the superseded data were derived.
 CN0235
 CN0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB746001(NAD 83)
 CN0235_MARKER: DD = SURVEY DISK
 CN0235_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0235_SP_SET: STEP
 CN0235_STAMPING: 178 A
 CN0235_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0235
 CN0235  HISTORY     - Date     Condition        Report By
 CN0235  HISTORY     - UNK      MONUMENTED       USGS
 CN0235  HISTORY     - 1949     GOOD             NGS
 CN0235
 CN0235                          STATION DESCRIPTION
 CN0235
 CN0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0235'IN WETUMPKA.
 CN0235'AT WETUMPKA, ELMORE COUNTY, AT THE NORTH ENTRANCE OF THE NEW
 CN0235'COURTHOUSE, IN THE FACE OF THE EAST CONCRETE-STEP ABUTMENT, 2 FEET
 CN0235'NORTH OF THE MARBLE PORCH, AND 2.5 FEET ABOVE GROUND.  A UNITED STATES
 CN0235'GEOLOGICAL SURVEY STANDARD DISK, STAMPED 178 A AND SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1998 ***********************************************************************
 BU1998  DESIGNATION -  18 1
 BU1998  PID         -  BU1998
 BU1998  STATE/COUNTY-  AL/CONECUH
 BU1998  USGS QUAD   -  CASTLEBERRY (1971)
 BU1998
 BU1998                         *CURRENT SURVEY CONTROL
 BU1998  ___________________________________________________________________
 BU1998* NAD 83(1992)-  31 18 42.91500(N)    087 06 56.98304(W)     ADJUSTED  
 BU1998* NAVD 88     -        92.2    (meters)     302.     (feet)  VERTCON   
 BU1998  ___________________________________________________________________
 BU1998  X           -     274,436.822 (meters)                     COMP
 BU1998  Y           -  -5,447,245.001 (meters)                     COMP
 BU1998  Z           -   3,295,522.031 (meters)                     COMP
 BU1998  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 BU1998  ELLIP HEIGHT-          64.35  (meters)          (07/29/02) GPS OBS
 BU1998  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU1998
 BU1998  HORZ ORDER  -  FIRST
 BU1998  ELLP ORDER  -  FOURTH    CLASS I
 BU1998
 BU1998.The horizontal coordinates were established by GPS observations
 BU1998.and adjusted by the National Geodetic Survey in December 1992..
 BU1998
 BU1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1998
 BU1998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU1998
 BU1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1998
 BU1998.The ellipsoidal height was determined by GPS observations
 BU1998.and is referenced to NAD 83.
 BU1998
 BU1998.The geoid height was determined by GEOID03.
 BU1998
 BU1998;                    North         East     Units Scale Factor Converg.
 BU1998;SPC AL W     -   145,498.275   636,567.724   MT  0.99994982   +0 11 58.8
 BU1998;UTM  16      - 3,464,177.223   488,978.451   MT  0.99960150   -0 03 36.7
 BU1998
 BU1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1998!SPC AL W     -   0.99998990  x   0.99994982  =   0.99993972
 BU1998!UTM  16      -   0.99998990  x   0.99960150  =   0.99959140
 BU1998
 BU1998:                Primary Azimuth Mark                     Grid Az
 BU1998:SPC AL W     -  18 2                                     146 17 31.5
 BU1998:UTM  16      -  18 2                                     146 33 07.0
 BU1998
 BU1998|---------------------------------------------------------------------|
 BU1998| PID    Reference Object                     Distance      Geod. Az  |
 BU1998|                                                           dddmmss.s |
 BU1998| BU1999 18 2                                405.674 METERS 1462930.3 |
 BU1998|---------------------------------------------------------------------|
 BU1998
 BU1998                          SUPERSEDED SURVEY CONTROL
 BU1998
 BU1998  ELLIP H (12/04/92)   64.45   (m)                       GP(       ) 4 1
 BU1998  NAD 83(1986)-  31 18 42.92828(N)    087 06 56.98471(W) AD(       ) 1
 BU1998  NAD 83(1986)-  31 18 42.92619(N)    087 06 56.98414(W) AD(       ) 1
 BU1998  NGVD 29 (12/04/92)   92.2    (m)          302.     (f) GPS OBS        
 BU1998
 BU1998.Superseded values are not recommended for survey control.
 BU1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1998.See file dsdata.txt to determine how the superseded data were derived.
 BU1998
 BU1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8897864177(NAD 83)
 BU1998_MARKER: DD = SURVEY DISK
 BU1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1998_SP_SET: CONCRETE POST
 BU1998_STAMPING: 18-1 1989
 BU1998_MARK LOGO: ALHD  
 BU1998_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BU1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1998+STABILITY: SURFACE MOTION
 BU1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1998+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BU1998
 BU1998  HISTORY     - Date     Condition        Report By
 BU1998  HISTORY     - 1989     MONUMENTED       ALHD
 BU1998
 BU1998                          STATION DESCRIPTION
 BU1998
 BU1998'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU1998'THE STATION IS LOCATED ON THE NORTHEAST RIGHT OF WAY OF CONECUH COUNTY
 BU1998'ROAD NO. 6, ABOUT 9.01 KM (5.60 MI) WEST OF CASTLEBERRY AND ABOUT
 BU1998'20.60 KM (12.80 MI) SOUTHWEST OF EVERGREEN.
 BU1998'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE CONECUH
 BU1998'COUNTY ROAD NO. 6 OVERPASS AT EXIT 83 ON I - 65, DRIVE SOUTHEAST ON
 BU1998'CONECUH COUNTY ROAD NO. 6 FOR 2.33 KM (1.45 MI) TO THE STATION ON THE
 BU1998'LEFT.
 BU1998'THE STATION IS SET FLUSH WITH THE GROUND AND IS 11.31 M (37.1 FT)
 BU1998'NORTHEAST OF THE CENTER LINE OF CONECUH COUNTY ROAD NO. 6, 1.07 M
 BU1998'(3.5 FT) SOUTHWEST OF A HOG WIRE FENCE WITH 3 STRANDS OF BARBED WIRE,
 BU1998'52.46 M (172.1 FT) NORTHWEST OF A JUNCTION POWER POLE, AND 0.94 M
 BU1998'(3.1 FT) SOUTHWEST OF A CARSONITE WITNESS POST.
 BU1998'STATION 18-2 CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2208 ***********************************************************************
 AA2208  DESIGNATION -  18 10
 AA2208  PID         -  AA2208
 AA2208  STATE/COUNTY-  AL/CONECUH
 AA2208  USGS QUAD   -  DIXIE (1981)
 AA2208
 AA2208                         *CURRENT SURVEY CONTROL
 AA2208  ___________________________________________________________________
 AA2208* NAD 83(1992)-  31 14 01.86835(N)    086 43 03.64784(W)     ADJUSTED  
 AA2208* NAVD 88     -        55.5    (meters)     182.     (feet)  VERTCON   
 AA2208  ___________________________________________________________________
 AA2208  X           -     312,538.339 (meters)                     COMP
 AA2208  Y           -  -5,449,661.763 (meters)                     COMP
 AA2208  Z           -   3,288,105.179 (meters)                     COMP
 AA2208  LAPLACE CORR-           1.97  (seconds)                    DEFLEC99
 AA2208  ELLIP HEIGHT-          28.40  (meters)          (07/29/02) GPS OBS
 AA2208  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AA2208
 AA2208  HORZ ORDER  -  FIRST
 AA2208  ELLP ORDER  -  FOURTH    CLASS I
 AA2208
 AA2208.The horizontal coordinates were established by GPS observations
 AA2208.and adjusted by the National Geodetic Survey in December 1994..
 AA2208
 AA2208.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2208
 AA2208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2208
 AA2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2208
 AA2208.The ellipsoidal height was determined by GPS observations
 AA2208.and is referenced to NAD 83.
 AA2208
 AA2208.The geoid height was determined by GEOID03.
 AA2208
 AA2208;                    North         East     Units Scale Factor Converg.
 AA2208;SPC AL W     -   137,043.201   674,528.058   MT  1.00000182   +0 24 20.4
 AA2208;UTM  16      - 3,455,553.462   526,886.037   MT  0.99960892   +0 08 47.0
 AA2208
 AA2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2208!SPC AL W     -   0.99999554  x   1.00000182  =   0.99999736
 AA2208!UTM  16      -   0.99999554  x   0.99960892  =   0.99960446
 AA2208
 AA2208                          SUPERSEDED SURVEY CONTROL
 AA2208
 AA2208  ELLIP H (12/16/94)   28.48   (m)                       GP(       ) 3 2
 AA2208  NGVD 29 (12/16/94)   55.5    (m)          182.     (f) GPS OBS        
 AA2208
 AA2208.Superseded values are not recommended for survey control.
 AA2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2208.See file dsdata.txt to determine how the superseded data were derived.
 AA2208
 AA2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2688655553(NAD 83)
 AA2208_MARKER: DD = SURVEY DISK
 AA2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2208_SP_SET: CONCRETE POST
 AA2208_STAMPING: 18-10 1993
 AA2208_MARK LOGO: ALHD  
 AA2208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2208+STABILITY: SURFACE MOTION
 AA2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2208+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2208
 AA2208  HISTORY     - Date     Condition        Report By
 AA2208  HISTORY     - 1993     MONUMENTED       ALHD
 AA2208
 AA2208                          STATION DESCRIPTION
 AA2208
 AA2208'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2208'THE STATION IS LOCATED IN CONECUH COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2208'CONECUH COUNTY ROAD NO. 42, ABOUT 18.65 MI (30.01 KM) EAST-SOUTHEAST
 AA2208'OF CASTLEBERRY AND ABOUT 19.80 MI (31.86 KM) SOUTHEAST OF EVERGREEN.
 AA2208'TO REACH THE STATION FROM EXIT 83 ON I-65, DRIVE SOUTHEAST AND EAST ON
 AA2208'CONECUH COUNTY ROAD NO. 6 FOR 7.65 MI (12.31 KM) TO U.S. 31 LEFT AND
 AA2208'RIGHT IN CASTLEBERRY, CONTINUE EAST ON CONECUH COUNTY ROAD NO. 6 FOR
 AA2208'16.60 MI (26.71 KM) TO CONECUH COUNTY ROAD NO. 42 LEFT AND RIGHT IN
 AA2208'BROOKLYN, TURN RIGHT ON CONECUH COUNTY ROAD NO. 42 AND DRIVE SOUTHEAST
 AA2208'FOR 4.10 MI (6.60 KM) TO THE STATION ON THE LEFT. THE STATION IS 33.5
 AA2208'FT (10.2 M) NORTH-NORTHEAST OF THE CENTER OF CONECUH COUNTY ROAD NO.
 AA2208'42, 2.6 FT (0.8 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2208'FLUSH WITH THE GROUND. STATION 18-9 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2208'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2209 ***********************************************************************
 AA2209  DESIGNATION -  18 11
 AA2209  PID         -  AA2209
 AA2209  STATE/COUNTY-  AL/CONECUH
 AA2209  USGS QUAD   -  OLD TOWN (1982)
 AA2209
 AA2209                         *CURRENT SURVEY CONTROL
 AA2209  ___________________________________________________________________
 AA2209* NAD 83(1992)-  31 23 41.52581(N)    086 46 20.76898(W)     ADJUSTED  
 AA2209* NAVD 88     -        99.6    (meters)     327.     (feet)  VERTCON   
 AA2209  ___________________________________________________________________
 AA2209  X           -     306,809.821 (meters)                     COMP
 AA2209  Y           -  -5,440,731.430 (meters)                     COMP
 AA2209  Z           -   3,303,380.110 (meters)                     COMP
 AA2209  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 AA2209  ELLIP HEIGHT-          72.28  (meters)          (07/29/02) GPS OBS
 AA2209  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA2209
 AA2209  HORZ ORDER  -  FIRST
 AA2209  ELLP ORDER  -  FOURTH    CLASS I
 AA2209
 AA2209.The horizontal coordinates were established by GPS observations
 AA2209.and adjusted by the National Geodetic Survey in December 1994..
 AA2209
 AA2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2209
 AA2209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2209
 AA2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2209
 AA2209.The ellipsoidal height was determined by GPS observations
 AA2209.and is referenced to NAD 83.
 AA2209
 AA2209.The geoid height was determined by GEOID03.
 AA2209
 AA2209;                    North         East     Units Scale Factor Converg.
 AA2209;SPC AL W     -   154,859.660   669,193.754   MT  0.99999237   +0 22 44.5
 AA2209;UTM  16      - 3,473,386.981   521,634.648   MT  0.99960577   +0 07 06.8
 AA2209
 AA2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2209!SPC AL W     -   0.99998865  x   0.99999237  =   0.99998102
 AA2209!UTM  16      -   0.99998865  x   0.99960577  =   0.99959442
 AA2209
 AA2209:                Primary Azimuth Mark                     Grid Az
 AA2209:SPC AL W     -  18 12                                    161 04 23.0
 AA2209:UTM  16      -  18 12                                    161 20 00.7
 AA2209
 AA2209|---------------------------------------------------------------------|
 AA2209| PID    Reference Object                     Distance      Geod. Az  |
 AA2209|                                                           dddmmss.s |
 AA2209| AA2210 18 12                               APPROX. 0.5 KM 1612707.5 |
 AA2209|---------------------------------------------------------------------|
 AA2209
 AA2209                          SUPERSEDED SURVEY CONTROL
 AA2209
 AA2209  ELLIP H (12/16/94)   72.36   (m)                       GP(       ) 3 2
 AA2209  NGVD 29 (12/16/94)   99.6    (m)          327.     (f) GPS OBS        
 AA2209
 AA2209.Superseded values are not recommended for survey control.
 AA2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2209.See file dsdata.txt to determine how the superseded data were derived.
 AA2209
 AA2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2163573387(NAD 83)
 AA2209_MARKER: DD = SURVEY DISK
 AA2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2209_SP_SET: CONCRETE POST
 AA2209_STAMPING: 18-11 1993
 AA2209_MARK LOGO: ALHD  
 AA2209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2209+STABILITY: SURFACE MOTION
 AA2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2209+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2209
 AA2209  HISTORY     - Date     Condition        Report By
 AA2209  HISTORY     - 1993     MONUMENTED       ALHD
 AA2209
 AA2209                          STATION DESCRIPTION
 AA2209
 AA2209'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2209'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA2209'CONECUH COUNTY ROAD NO. 43, ABOUT 11.25 MI (18.10 KM) EAST-SOUTHEAST
 AA2209'OF EVERGREEN AND ABOUT 16.25 MI (26.15 KM) EAST-NORTHEAST OF
 AA2209'CASTLEBERRY. TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 NORTH
 AA2209'AND U.S. 84 EAST (MILE POST 108.60 ON U.S. 84 AND MILE POST 102.10 ON
 AA2209'U.S. 31) ABOUT 6.20 MI (9.98 KM) EAST OF EVERGREEN, DRIVE SOUTHEAST ON
 AA2209'U.S. 84 FOR 3.80 MI (6.12 KM) TO MILE POST 112.40, CONECUH COUNTY ROAD
 AA2209'NO. 24 ON THE LEFT, AND CONECUH COUNTY ROAD NO. 43 ON THE RIGHT, TURN
 AA2209'RIGHT ON CONECUH COUNTY ROAD NO. 43 AND DRIVE SOUTHEAST FOR 2.65 MI
 AA2209'(4.26 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M)
 AA2209'EAST-NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON RED TOP STEEL
 AA2209'POSTS, 37.8 FT (11.5 M) WEST-SOUTHWEST OF THE CENTER OF CONECUH COUNTY
 AA2209'ROAD NO. 43, 71.5 FT (21.8 M) WEST-SOUTHWEST OF TELEPHONE CABLE
 AA2209'PEDESTAL NO. 20 ACROSS THE ROAD, 71.7 FT (21.9 M) WEST-SOUTHWEST OF A
 AA2209'POWER POLE ACROSS THE ROAD, 78.0 FT (23.8 M) WEST-SOUTHWEST OF A FENCE
 AA2209'CORNER ACROSS THE ROAD, 99.8 FT (30.4 M) SOUTH-SOUTHEAST OF A
 AA2209'TELEPHONE SERVICE POLE, 105.0 FT (32.0 M) SOUTH-SOUTHEAST OF THE
 AA2209'NORTHEAST CORNER OF THE FENCE, 210.9 FT (64.3 M) NORTH-NORTHWEST OF A
 AA2209'LARGE JUNCTION AND TRANSFORMER POWER POLE, 3.2 FT (1.0 M) NORTHEAST OF
 AA2209'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-12
 AA2209'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2210 ***********************************************************************
 AA2210  DESIGNATION -  18 12
 AA2210  PID         -  AA2210
 AA2210  STATE/COUNTY-  AL/CONECUH
 AA2210  USGS QUAD   -  OLD TOWN (1982)
 AA2210
 AA2210                         *CURRENT SURVEY CONTROL
 AA2210  ___________________________________________________________________
 AA2210* NAD 83(1992)-  31 23 25.22510(N)    086 46 14.39326(W)     ADJUSTED  
 AA2210* NAVD 88     -        95.0    (meters)     312.     (feet)  VERTCON   
 AA2210  ___________________________________________________________________
 AA2210  X           -     306,992.509 (meters)                     COMP
 AA2210  Y           -  -5,440,979.160 (meters)                     COMP
 AA2210  Z           -   3,302,949.175 (meters)                     COMP
 AA2210  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 AA2210  ELLIP HEIGHT-          67.72  (meters)          (07/29/02) GPS OBS
 AA2210  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA2210
 AA2210  HORZ ORDER  -  FIRST
 AA2210  ELLP ORDER  -  FOURTH    CLASS I
 AA2210
 AA2210.The horizontal coordinates were established by GPS observations
 AA2210.and adjusted by the National Geodetic Survey in December 1994..
 AA2210
 AA2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2210
 AA2210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2210
 AA2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2210
 AA2210.The ellipsoidal height was determined by GPS observations
 AA2210.and is referenced to NAD 83.
 AA2210
 AA2210.The geoid height was determined by GEOID03.
 AA2210
 AA2210;                    North         East     Units Scale Factor Converg.
 AA2210;SPC AL W     -   154,358.746   669,365.519   MT  0.99999266   +0 22 47.6
 AA2210;UTM  16      - 3,472,885.485   521,804.068   MT  0.99960586   +0 07 10.0
 AA2210
 AA2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2210!SPC AL W     -   0.99998937  x   0.99999266  =   0.99998203
 AA2210!UTM  16      -   0.99998937  x   0.99960586  =   0.99959523
 AA2210
 AA2210:                Primary Azimuth Mark                     Grid Az
 AA2210:SPC AL W     -  18 11                                    341 04 23.2
 AA2210:UTM  16      -  18 11                                    341 20 00.8
 AA2210
 AA2210|---------------------------------------------------------------------|
 AA2210| PID    Reference Object                     Distance      Geod. Az  |
 AA2210|                                                           dddmmss.s |
 AA2210| AA2209 18 11                               APPROX. 0.5 KM 3412710.8 |
 AA2210|---------------------------------------------------------------------|
 AA2210
 AA2210                          SUPERSEDED SURVEY CONTROL
 AA2210
 AA2210  ELLIP H (12/16/94)   67.81   (m)                       GP(       ) 3 2
 AA2210  NGVD 29 (12/16/94)   95.0    (m)          312.     (f) GPS OBS        
 AA2210
 AA2210.Superseded values are not recommended for survey control.
 AA2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2210.See file dsdata.txt to determine how the superseded data were derived.
 AA2210
 AA2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2180472885(NAD 83)
 AA2210_MARKER: DD = SURVEY DISK
 AA2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2210_SP_SET: CONCRETE POST
 AA2210_STAMPING: 18-12 1993
 AA2210_MARK LOGO: ALHD  
 AA2210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2210+STABILITY: SURFACE MOTION
 AA2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2210+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2210
 AA2210  HISTORY     - Date     Condition        Report By
 AA2210  HISTORY     - 1993     MONUMENTED       ALHD
 AA2210
 AA2210                          STATION DESCRIPTION
 AA2210
 AA2210'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2210'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA2210'CONECUH COUNTY ROAD NO. 39, ABOUT 11.30 MI (18.19 KM) EAST-SOUTHEAST
 AA2210'OF EVERGREEN AND ABOUT 16.20 MI (26.07 KM) EAST-NORTHEAST OF
 AA2210'CASTLEBERRY. TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 NORTH
 AA2210'AND U.S. 84 EAST (MILE POST 108.60 ON U.S. 84 AND MILE POST 102.10 ON
 AA2210'U.S. 31) ABOUT 6.20 MI (9.98 KM) EAST OF EVERGREEN, DRIVE SOUTHEAST ON
 AA2210'U.S. 84 FOR 3.80 MI (6.12 KM) TO MILE POST 112.40, CONECUH COUNTY ROAD
 AA2210'NO. 24 ON THE LEFT, AND CONECUH COUNTY ROAD NO. 43 ON THE RIGHT, TURN
 AA2210'RIGHT ON CONECUH COUNTY ROAD NO. 43 AND DRIVE SOUTHEAST FOR 2.80 MI
 AA2210'(4.51 KM) TO A PAVED COUNTY ROAD ON THE RIGHT (CONECUH COUNTY ROAD NO.
 AA2210'39), TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.25 MI
 AA2210'(0.40 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA2210'EAST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON OLD WOOD
 AA2210'POSTS, 37.0 FT (11.3 M) WEST OF THE CENTER OF A PAVED COUNTY ROAD,
 AA2210'79.5 FT (24.2 M) SOUTH OF THE SOUTH POST OF A METAL GATE, 81.3 FT
 AA2210'(24.8 M) SOUTH-SOUTHWEST OF THE SOUTH END OF A FIFTEEN-INCH CM PIPE
 AA2210'UNDER A GRAVEL DRIVEWAY, 88.0 FT (26.8 M) SOUTH OF THE CENTER OF A
 AA2210'GRAVEL FIELD ROAD, 185.0 FT (56.4 M) SOUTH-SOUTHWEST OF A POWER POLE
 AA2210'ACROSS THE ROAD, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND
 AA2210'SET FLUSH WITH THE GROUND. STATION 18-11 1993 MAY BE USED AS AN
 AA2210'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8395 ***********************************************************************
 AA8395  DESIGNATION -  18 13
 AA8395  PID         -  AA8395
 AA8395  STATE/COUNTY-  AL/CONECUH
 AA8395  USGS QUAD   -  SKINNERTON (1971)
 AA8395
 AA8395                         *CURRENT SURVEY CONTROL
 AA8395  ___________________________________________________________________
 AA8395* NAD 83(1992)-  31 42 34.93858(N)    087 03 23.05917(W)     ADJUSTED  
 AA8395* NAVD 88     -       167.0    (meters)     548.     (feet)  VERTCON   
 AA8395  ___________________________________________________________________
 AA8395  X           -     278,905.659 (meters)                     COMP
 AA8395  Y           -  -5,423,999.210 (meters)                     COMP
 AA8395  Z           -   3,333,163.683 (meters)                     COMP
 AA8395  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AA8395  ELLIP HEIGHT-         139.41  (meters)          (07/29/02) GPS OBS
 AA8395  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AA8395
 AA8395  HORZ ORDER  -  FIRST
 AA8395  ELLP ORDER  -  FOURTH    CLASS I
 AA8395
 AA8395.The horizontal coordinates were established by GPS observations
 AA8395.and adjusted by the National Geodetic Survey in September 1995..
 AA8395
 AA8395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8395
 AA8395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8395
 AA8395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8395
 AA8395.The ellipsoidal height was determined by GPS observations
 AA8395.and is referenced to NAD 83.
 AA8395
 AA8395.The geoid height was determined by GEOID03.
 AA8395
 AA8395;                    North         East     Units Scale Factor Converg.
 AA8395;SPC AL W     -   189,622.819   642,045.568   MT  0.99995513   +0 13 59.4
 AA8395;UTM  16      - 3,508,260.819   494,655.498   MT  0.99960035   -0 01 46.7
 AA8395
 AA8395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8395!SPC AL W     -   0.99997811  x   0.99995513  =   0.99993324
 AA8395!UTM  16      -   0.99997811  x   0.99960035  =   0.99957847
 AA8395
 AA8395:                Primary Azimuth Mark                     Grid Az
 AA8395:SPC AL W     -  50 13                                    025 06 34.5
 AA8395:UTM  16      -  50 13                                    025 22 20.6
 AA8395
 AA8395|---------------------------------------------------------------------|
 AA8395| PID    Reference Object                     Distance      Geod. Az  |
 AA8395|                                                           dddmmss.s |
 AA8395| AA8434 50 13                               APPROX. 0.6 KM 0252033.9 |
 AA8395|---------------------------------------------------------------------|
 AA8395
 AA8395                          SUPERSEDED SURVEY CONTROL
 AA8395
 AA8395  ELLIP H (09/29/95)  139.49   (m)                       GP(       ) 3 2
 AA8395  NGVD 29 (09/29/95)  167.0    (m)          548.     (f) GPS OBS        
 AA8395
 AA8395.Superseded values are not recommended for survey control.
 AA8395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8395.See file dsdata.txt to determine how the superseded data were derived.
 AA8395
 AA8395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA9465508261(NAD 83)
 AA8395_MARKER: DD = SURVEY DISK
 AA8395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8395_STAMPING: 18-13 1994
 AA8395_MARK LOGO: ALHD  
 AA8395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8395+STABILITY: SURFACE MOTION
 AA8395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8395+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8395
 AA8395  HISTORY     - Date     Condition        Report By
 AA8395  HISTORY     - 1994     MONUMENTED       ALHD
 AA8395
 AA8395                          STATION DESCRIPTION
 AA8395
 AA8395'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8395'THE STATION IS LOCATED IN CONECUH COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8395'OF ALA 83, ABOUT 0.70 MI (1.13 KM)  SOUTH OF MIDWAY AND ABOUT 9.20 MI
 AA8395'(14.81 KM)  EAST-SOUTHEAST OF BEATRICE. TO REACH THE STATION FROM THE
 AA8395'JUNCTION OF ALA 47 AND ALA 83 (MILE POST 24.30 ON ALA 83 AND MILE POST
 AA8395'33.05 ON ALA 47) AT MIDWAY, DRIVE SOUTHWEST ON ALA 83 FOR 0.70 MI
 AA8395'(1.13 KM)  TO MILE POST 24.60 AND THE STATION ON THE LEFT. THE STATION
 AA8395'IS 41.9 FT (12.8 M)  SOUTHEAST OF THE CENTERLINE OF ALA 83, 67.7 FT
 AA8395'(20.6 M)  NORTHEAST OF A POWER LINE GUY POLE, 94.6 FT (28.8 M) EAST OF
 AA8395'A POWER POLE ACROSS THE ROAD, 119.6 FT (36.5 M) SOUTH OF A FENCE
 AA8395'CORNER SOUTHWEST OF A FIELD ROAD ACROSS THE ROAD, 131.1 FT (40.0 M)
 AA8395'EAST-NORTHEAST OF THE NORTHEAST POST OF A PIPE AND HOG WIRE GATE
 AA8395'ACROSS THE ROAD, 2.3 FT (0.7 M)  NORTHWEST OF A CARSONITE WITNESS
 AA8395'POST, AND SET FLUSH WITH THE GROUND. STATION 50-13 MAY BE USED AS AN
 AA8395'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8396 ***********************************************************************
 AA8396  DESIGNATION -  18 14
 AA8396  PID         -  AA8396
 AA8396  STATE/COUNTY-  AL/CONECUH
 AA8396  USGS QUAD   -  SKINNERTON (1971)
 AA8396
 AA8396                         *CURRENT SURVEY CONTROL
 AA8396  ___________________________________________________________________
 AA8396* NAD 83(1992)-  31 39 12.22916(N)    087 02 06.34558(W)     ADJUSTED  
 AA8396* NAVD 88     -       159.3    (meters)     523.     (feet)  GPS OBS   
 AA8396  ___________________________________________________________________
 AA8396  X           -     281,092.194 (meters)                     COMP
 AA8396  Y           -  -5,427,163.290 (meters)                     COMP
 AA8396  Z           -   3,327,846.392 (meters)                     COMP
 AA8396  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AA8396  ELLIP HEIGHT-         131.67  (meters)          (08/29/05) GPS OBS
 AA8396  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AA8396
 AA8396  HORZ ORDER  -  A
 AA8396  ELLP ORDER  -  FOURTH    CLASS I
 AA8396
 AA8396.The horizontal coordinates were established by GPS observations
 AA8396.and adjusted by the National Geodetic Survey in August 2005..
 AA8396
 AA8396.The orthometric height was determined by GPS observations and a
 AA8396.high-resolution geoid model.
 AA8396
 AA8396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8396
 AA8396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8396
 AA8396.The ellipsoidal height was determined by GPS observations
 AA8396.and is referenced to NAD 83.
 AA8396
 AA8396.The geoid height was determined by GEOID03.
 AA8396
 AA8396;                    North         East     Units Scale Factor Converg.
 AA8396;SPC AL W     -   183,388.039   644,091.972   MT  0.99995730   +0 14 38.3
 AA8396;UTM  16      - 3,502,018.948   496,672.586   MT  0.99960014   -0 01 06.3
 AA8396
 AA8396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8396!SPC AL W     -   0.99997933  x   0.99995730  =   0.99993663
 AA8396!UTM  16      -   0.99997933  x   0.99960014  =   0.99957947
 AA8396
 AA8396:                Primary Azimuth Mark                     Grid Az
 AA8396:SPC AL W     -  18 15                                    346 29 49.4
 AA8396:UTM  16      -  18 15                                    346 45 34.0
 AA8396
 AA8396|---------------------------------------------------------------------|
 AA8396| PID    Reference Object                     Distance      Geod. Az  |
 AA8396|                                                           dddmmss.s |
 AA8396| AA8397 18 15                               487.653 METERS 3464427.7 |
 AA8396|---------------------------------------------------------------------|
 AA8396
 AA8396                          SUPERSEDED SURVEY CONTROL
 AA8396
 AA8396  ELLIP H (07/29/02)  131.68   (m)                       GP(       ) 4 1
 AA8396  NAD 83(1992)-  31 39 12.22966(N)    087 02 06.34345(W) AD(       ) 1
 AA8396  ELLIP H (09/29/95)  131.75   (m)                       GP(       ) 3 2
 AA8396  NGVD 29 (09/29/95)  159.3    (m)          523.     (f) GPS OBS        
 AA8396
 AA8396.Superseded values are not recommended for survey control.
 AA8396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8396.See file dsdata.txt to determine how the superseded data were derived.
 AA8396
 AA8396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA9667302019(NAD 83)
 AA8396_MARKER: DD = SURVEY DISK
 AA8396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8396_STAMPING: 18-14 1993
 AA8396_MARK LOGO: ALHD  
 AA8396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8396+STABILITY: SURFACE MOTION
 AA8396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8396+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA8396
 AA8396  HISTORY     - Date     Condition        Report By
 AA8396  HISTORY     - 1994     MONUMENTED       ALHD
 AA8396  HISTORY     - 20040412 GOOD             ALHD
 AA8396  HISTORY     - 20040624 GOOD             LOCSUR
 AA8396
 AA8396                          STATION DESCRIPTION
 AA8396
 AA8396'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8396'THE STATION IS LOCATED IN CONECUH COUNTY ON THE EAST RIGHT OF WAY OF
 AA8396'ALA 83, ABOUT 2.05 MI (3.30 KM)  EAST-SOUTHEAST OF SKINNERTON AND
 AA8396'ABOUT 8.50 MI (13.68 KM)  SOUTH-SOUTHEAST OF MIDWAY. TO REACH THE
 AA8396'STATION FROM EXIT 96 ON I-65 (MILE POST 2.10 ON ALA 83)IN EVERGREEN,
 AA8396'DRIVE NORTH ON ALA 83 FOR 17.00 MI (27.36 KM)  TO MILE POST 19.10 AND
 AA8396'THE STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M)
 AA8396'WEST-SOUTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA8396'POSTS, 4.9 FT (1.5 M)  NORTHWEST OF THE SOUTHWEST CROSS TIE FENCE
 AA8396'CORNER POST, 36.3 FT (11.1 M) EAST-NORTHEAST OF THE CENTERLINE OF ALA
 AA8396'83, 42.7 FT (13.0 M)  NORTH OF THE NORTH END OF AN EIGHTEEN-INCH
 AA8396'CONCRETE PIPE UNDER A WIDE DRIVEWAY, 77.9 FT (23.7 M)  NORTHEAST OF A
 AA8396'FIRE HYDRANT ACROSS THE ROAD, 90.0 FT (27.4 M) NORTHEAST OF A CROSS
 AA8396'TIE FENCE JUNCTION POST ACROSS THE ROAD, 94.9 FT (28.9 M)
 AA8396'NORTH-NORTHEAST OF A CROSS TIE POST ON THE NORTH SIDE OF A GRAVEL
 AA8396'DRIVEWAY ACROSS THE ROAD, 5.0 FT (1.5 M)  WEST-SOUTHWEST OF A
 AA8396'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-15
 AA8396'MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA8396
 AA8396                          STATION RECOVERY (2004)
 AA8396
 AA8396'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA8396'RECOVERED IN GOOD CONDITION.
 AA8396
 AA8396                          STATION RECOVERY (2004)
 AA8396
 AA8396'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (JPJ)
 AA8396'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8397 ***********************************************************************
 AA8397  DESIGNATION -  18 15
 AA8397  PID         -  AA8397
 AA8397  STATE/COUNTY-  AL/CONECUH
 AA8397  USGS QUAD   -  SKINNERTON (1971)
 AA8397
 AA8397                         *CURRENT SURVEY CONTROL
 AA8397  ___________________________________________________________________
 AA8397* NAD 83(1992)-  31 39 27.63986(N)    087 02 10.59094(W)     ADJUSTED  
 AA8397* NAVD 88     -       161.9    (meters)     531.     (feet)  VERTCON   
 AA8397  ___________________________________________________________________
 AA8397  X           -     280,967.729 (meters)                     COMP
 AA8397  Y           -  -5,426,922.569 (meters)                     COMP
 AA8397  Z           -   3,328,251.835 (meters)                     COMP
 AA8397  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AA8397  ELLIP HEIGHT-         134.34  (meters)          (07/29/02) GPS OBS
 AA8397  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AA8397
 AA8397  HORZ ORDER  -  FIRST
 AA8397  ELLP ORDER  -  FOURTH    CLASS I
 AA8397
 AA8397.The horizontal coordinates were established by GPS observations
 AA8397.and adjusted by the National Geodetic Survey in September 1995..
 AA8397
 AA8397.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8397
 AA8397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8397
 AA8397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8397
 AA8397.The ellipsoidal height was determined by GPS observations
 AA8397.and is referenced to NAD 83.
 AA8397
 AA8397.The geoid height was determined by GEOID03.
 AA8397
 AA8397;                    North         East     Units Scale Factor Converg.
 AA8397;SPC AL W     -   183,862.191   643,978.112   MT  0.99995718   +0 14 36.2
 AA8397;UTM  16      - 3,502,493.448   496,560.939   MT  0.99960015   -0 01 08.5
 AA8397
 AA8397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8397!SPC AL W     -   0.99997891  x   0.99995718  =   0.99993609
 AA8397!UTM  16      -   0.99997891  x   0.99960015  =   0.99957906
 AA8397
 AA8397:                Primary Azimuth Mark                     Grid Az
 AA8397:SPC AL W     -  18 14                                    166 29 49.2
 AA8397:UTM  16      -  18 14                                    166 45 33.9
 AA8397
 AA8397|---------------------------------------------------------------------|
 AA8397| PID    Reference Object                     Distance      Geod. Az  |
 AA8397|                                                           dddmmss.s |
 AA8397| AA8396 18 14                               487.653 METERS 1664425.4 |
 AA8397|---------------------------------------------------------------------|
 AA8397
 AA8397                          SUPERSEDED SURVEY CONTROL
 AA8397
 AA8397  ELLIP H (09/29/95)  134.41   (m)                       GP(       ) 3 2
 AA8397  NGVD 29 (09/29/95)  161.9    (m)          531.     (f) GPS OBS        
 AA8397
 AA8397.Superseded values are not recommended for survey control.
 AA8397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8397.See file dsdata.txt to determine how the superseded data were derived.
 AA8397
 AA8397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA9656102493(NAD 83)
 AA8397_MARKER: DD = SURVEY DISK
 AA8397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8397_STAMPING: 18-15 1994
 AA8397_MARK LOGO: ALHD  
 AA8397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8397+STABILITY: SURFACE MOTION
 AA8397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8397+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8397
 AA8397  HISTORY     - Date     Condition        Report By
 AA8397  HISTORY     - 1994     MONUMENTED       ALHD
 AA8397
 AA8397                          STATION DESCRIPTION
 AA8397
 AA8397'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8397'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA8397'ALA 83, ABOUT 1.85 MI (2.98 KM)  EAST-SOUTHEAST OF SKINNERTON AND
 AA8397'ABOUT 8.20 MI (13.20 KM)  SOUTH-SOUTHEAST OF MIDWAY. TO REACH THE
 AA8397'STATION FROM EXIT 96 ON I-65 (MILE POST 2.10 ON ALA 83)IN EVERGREEN,
 AA8397'DRIVE NORTH ON ALA 83 FOR 17.30 MI (27.84 KM)  TO MILE POST 19.40 AND
 AA8397'THE STATION ON THE LEFT. THE STATION IS 37.3 FT (11.4 M)
 AA8397'WEST-SOUTHWEST OF THE CENTERLINE OF ALA 83, 70.0 FT (21.3 M)
 AA8397'SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. W 216 LP 18, 99.5 FT
 AA8397'(30.3 M)  SOUTH-SOUTHEAST OF A POWER POLE, 107.6 FT (32.8 M)
 AA8397'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A TWO STRAND BARBED WIRE
 AA8397'FENCE, 3.0 FT (0.9 M)  EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8397'WITH THE GROUND. STATION 18-14 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8397'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8398 ***********************************************************************
 AA8398  DESIGNATION -  18 16
 AA8398  PID         -  AA8398
 AA8398  STATE/COUNTY-  AL/CONECUH
 AA8398  USGS QUAD   -  BETHEL (1971)
 AA8398
 AA8398                         *CURRENT SURVEY CONTROL
 AA8398  ___________________________________________________________________
 AA8398* NAD 83(1992)-  31 38 08.65835(N)    086 55 44.67940(W)     ADJUSTED  
 AA8398* NAVD 88     -       107.0    (meters)     351.     (feet)  VERTCON   
 AA8398  ___________________________________________________________________
 AA8398  X           -     291,186.618 (meters)                     COMP
 AA8398  Y           -  -5,427,615.282 (meters)                     COMP
 AA8398  Z           -   3,326,152.091 (meters)                     COMP
 AA8398  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AA8398  ELLIP HEIGHT-          79.45  (meters)          (07/29/02) GPS OBS
 AA8398  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA8398
 AA8398  HORZ ORDER  -  FIRST
 AA8398  ELLP ORDER  -  FOURTH    CLASS I
 AA8398
 AA8398.The horizontal coordinates were established by GPS observations
 AA8398.and adjusted by the National Geodetic Survey in September 1995..
 AA8398
 AA8398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8398
 AA8398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8398
 AA8398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8398
 AA8398.The ellipsoidal height was determined by GPS observations
 AA8398.and is referenced to NAD 83.
 AA8398
 AA8398.The geoid height was determined by GEOID03.
 AA8398
 AA8398;                    North         East     Units Scale Factor Converg.
 AA8398;SPC AL W     -   181,477.832   654,157.237   MT  0.99996949   +0 17 58.1
 AA8398;UTM  16      - 3,500,063.388   506,725.348   MT  0.99960056   +0 02 13.9
 AA8398
 AA8398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8398!SPC AL W     -   0.99998752  x   0.99996949  =   0.99995701
 AA8398!UTM  16      -   0.99998752  x   0.99960056  =   0.99958809
 AA8398
 AA8398:                Primary Azimuth Mark                     Grid Az
 AA8398:SPC AL W     -  18 17                                    330 50 25.1
 AA8398:UTM  16      -  18 17                                    331 06 09.3
 AA8398
 AA8398|---------------------------------------------------------------------|
 AA8398| PID    Reference Object                     Distance      Geod. Az  |
 AA8398|                                                           dddmmss.s |
 AA8398| AA8399 18 17                               425.979 METERS 3310823.2 |
 AA8398|---------------------------------------------------------------------|
 AA8398
 AA8398                          SUPERSEDED SURVEY CONTROL
 AA8398
 AA8398  ELLIP H (09/29/95)   79.52   (m)                       GP(       ) 3 2
 AA8398  NGVD 29 (09/29/95)  107.0    (m)          351.     (f) GPS OBS        
 AA8398
 AA8398.Superseded values are not recommended for survey control.
 AA8398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8398.See file dsdata.txt to determine how the superseded data were derived.
 AA8398
 AA8398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA0672500063(NAD 83)
 AA8398_MARKER: DD = SURVEY DISK
 AA8398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8398_STAMPING: 18-16 1994
 AA8398_MARK LOGO: ALHD  
 AA8398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8398+STABILITY: SURFACE MOTION
 AA8398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8398+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8398
 AA8398  HISTORY     - Date     Condition        Report By
 AA8398  HISTORY     - 1994     MONUMENTED       ALHD
 AA8398
 AA8398                          STATION DESCRIPTION
 AA8398
 AA8398'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8398'THE STATION IS LOCATED IN CONECUH COUNTY ON THE EAST RIGHT OF WAY OF
 AA8398'CONECUH COUNTY ROAD NO. 29, ABOUT 8.35 MI (13.44 KM)  EAST-SOUTHEAST
 AA8398'OF SKINNERTON AND ABOUT 9.15 MI (14.73 KM)  SOUTHEAST OF MIDWAY. TO
 AA8398'REACH THE STATION FROM EXIT 101 ON I-65, DRIVE NORTH ON CONECUH COUNTY
 AA8398'ROAD NO. 29 FOR 2.90 MI (4.67 KM)  TO A Y-INTERSECTION WITH CONECUH
 AA8398'COUNTY ROAD NO. 32 ON THE LEFT AND CONECUH COUNTY ROAD NO. 29 ON THE
 AA8398'RIGHT, BEAR RIGHT ON CONECUH COUNTY ROAD NO. 29 AND DRIVE NORTH FOR
 AA8398'6.55 MI (10.54 KM)  TO THE STATION ON THE RIGHT. THE STATION IS 43.6
 AA8398'FT (13.3 M)  EAST-NORTHEAST OF THE CENTER OF CONECUH COUNTY ROAD NO.
 AA8398'29, 185.9 FT (56.7 M)  NORTH OF JUNCTION POWER POLE NO. 25 6 WITH TWO
 AA8398'GUY WIRES ACROSS THE ROAD, 2.1 FT (0.6 M) SOUTHWEST OF A CARSONITE
 AA8398'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-17 MAY BE USED
 AA8398'AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8399 ***********************************************************************
 AA8399  DESIGNATION -  18 17
 AA8399  PID         -  AA8399
 AA8399  STATE/COUNTY-  AL/CONECUH
 AA8399  USGS QUAD   -  BETHEL (1971)
 AA8399
 AA8399                         *CURRENT SURVEY CONTROL
 AA8399  ___________________________________________________________________
 AA8399* NAD 83(1992)-  31 38 20.77098(N)    086 55 52.48230(W)     ADJUSTED  
 AA8399* NAVD 88     -       101.5    (meters)     333.     (feet)  VERTCON   
 AA8399  ___________________________________________________________________
 AA8399  X           -     290,970.569 (meters)                     COMP
 AA8399  Y           -  -5,427,426.247 (meters)                     COMP
 AA8399  Z           -   3,326,466.863 (meters)                     COMP
 AA8399  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AA8399  ELLIP HEIGHT-          74.00  (meters)          (07/29/02) GPS OBS
 AA8399  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AA8399
 AA8399  HORZ ORDER  -  FIRST
 AA8399  ELLP ORDER  -  FOURTH    CLASS I
 AA8399
 AA8399.The horizontal coordinates were established by GPS observations
 AA8399.and adjusted by the National Geodetic Survey in September 1995..
 AA8399
 AA8399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8399
 AA8399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8399
 AA8399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8399
 AA8399.The ellipsoidal height was determined by GPS observations
 AA8399.and is referenced to NAD 83.
 AA8399
 AA8399.The geoid height was determined by GEOID03.
 AA8399
 AA8399;                    North         East     Units Scale Factor Converg.
 AA8399;SPC AL W     -   181,849.814   653,949.687   MT  0.99996922   +0 17 54.1
 AA8399;UTM  16      - 3,500,436.178   506,519.579   MT  0.99960052   +0 02 09.8
 AA8399
 AA8399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8399!SPC AL W     -   0.99998838  x   0.99996922  =   0.99995760
 AA8399!UTM  16      -   0.99998838  x   0.99960052  =   0.99958891
 AA8399
 AA8399:                Primary Azimuth Mark                     Grid Az
 AA8399:SPC AL W     -  18 16                                    150 50 25.0
 AA8399:UTM  16      -  18 16                                    151 06 09.3
 AA8399
 AA8399|---------------------------------------------------------------------|
 AA8399| PID    Reference Object                     Distance      Geod. Az  |
 AA8399|                                                           dddmmss.s |
 AA8399| AA8398 18 16                               425.979 METERS 1510819.1 |
 AA8399|---------------------------------------------------------------------|
 AA8399
 AA8399                          SUPERSEDED SURVEY CONTROL
 AA8399
 AA8399  ELLIP H (09/29/95)   74.07   (m)                       GP(       ) 3 2
 AA8399  NGVD 29 (09/29/95)  101.5    (m)          333.     (f) GPS OBS        
 AA8399
 AA8399.Superseded values are not recommended for survey control.
 AA8399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8399.See file dsdata.txt to determine how the superseded data were derived.
 AA8399
 AA8399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA0652000436(NAD 83)
 AA8399_MARKER: DD = SURVEY DISK
 AA8399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8399_STAMPING: 18-17 1994
 AA8399_MARK LOGO: ALHD  
 AA8399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8399+STABILITY: SURFACE MOTION
 AA8399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8399+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8399
 AA8399  HISTORY     - Date     Condition        Report By
 AA8399  HISTORY     - 1994     MONUMENTED       ALHD
 AA8399
 AA8399                          STATION DESCRIPTION
 AA8399
 AA8399'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8399'THE STATION IS LOCATED IN CONECUH COUNTY ON THE EAST RIGHT OF WAY OF
 AA8399'CONECUH COUNTY ROAD NO. 29, ABOUT 8.20 MI (13.20 KM)  EAST-SOUTHEAST
 AA8399'OF SKINNERTON AND ABOUT 8.95 MI (14.40 KM)  SOUTHEAST OF MIDWAY. TO
 AA8399'REACH THE STATION FROM EXIT 101 ON I-65, DRIVE NORTH ON CONECUH COUNTY
 AA8399'ROAD NO. 29 FOR 2.90 MI (4.67 KM)  TO A Y-INTERSECTION WITH CONECUH
 AA8399'COUNTY ROAD NO. 32 ON THE LEFT AND CONECUH COUNTY ROAD NO. 29 ON THE
 AA8399'RIGHT, BEAR RIGHT ON CONECUH COUNTY ROAD NO. 29 AND DRIVE NORTH FOR
 AA8399'6.80 MI (10.94 KM)  TO THE STATION ON THE RIGHT. THE STATION IS 4.0 FT
 AA8399'(1.2 M)  EAST-NORTHEAST OF THE CREST OF A 5 FT (1.5 M)  BACKSLOPE,
 AA8399'42.0 FT (12.8 M)  EAST-NORTHEAST OF THE CENTER OF CONECUH COUNTY ROAD
 AA8399'NO. 29, 1.8 FT (0.5 M)  SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA8399'FLUSH WITH THE GROUND. STATION 18-16 MAY BE USED AS AN AZIMUTH FOR
 AA8399'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8400 ***********************************************************************
 AA8400  DESIGNATION -  18 18
 AA8400  PID         -  AA8400
 AA8400  STATE/COUNTY-  AL/CONECUH
 AA8400  USGS QUAD   -  LYEFFION (1986)
 AA8400
 AA8400                         *CURRENT SURVEY CONTROL
 AA8400  ___________________________________________________________________
 AA8400* NAD 83(1992)-  31 34 05.22007(N)    086 58 16.34354(W)     ADJUSTED  
 AA8400* NAVD 88     -       134.8    (meters)     442.     (feet)  VERTCON   
 AA8400  ___________________________________________________________________
 AA8400  X           -     287,404.530 (meters)                     COMP
 AA8400  Y           -  -5,431,775.138 (meters)                     COMP
 AA8400  Z           -   3,319,780.543 (meters)                     COMP
 AA8400  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AA8400  ELLIP HEIGHT-         107.25  (meters)          (07/29/02) GPS OBS
 AA8400  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AA8400
 AA8400  HORZ ORDER  -  FIRST
 AA8400  ELLP ORDER  -  FOURTH    CLASS I
 AA8400
 AA8400.The horizontal coordinates were established by GPS observations
 AA8400.and adjusted by the National Geodetic Survey in September 1995..
 AA8400
 AA8400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8400
 AA8400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8400
 AA8400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8400
 AA8400.The ellipsoidal height was determined by GPS observations
 AA8400.and is referenced to NAD 83.
 AA8400
 AA8400.The geoid height was determined by GEOID03.
 AA8400
 AA8400;                    North         East     Units Scale Factor Converg.
 AA8400;SPC AL W     -   173,960.180   650,197.128   MT  0.99996440   +0 16 36.6
 AA8400;UTM  16      - 3,492,566.673   502,732.367   MT  0.99960009   +0 00 54.3
 AA8400
 AA8400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8400!SPC AL W     -   0.99998316  x   0.99996440  =   0.99994756
 AA8400!UTM  16      -   0.99998316  x   0.99960009  =   0.99958326
 AA8400
 AA8400                          SUPERSEDED SURVEY CONTROL
 AA8400
 AA8400  ELLIP H (09/29/95)  107.32   (m)                       GP(       ) 3 2
 AA8400  NGVD 29 (09/29/95)  134.8    (m)          442.     (f) GPS OBS        
 AA8400
 AA8400.Superseded values are not recommended for survey control.
 AA8400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8400.See file dsdata.txt to determine how the superseded data were derived.
 AA8400
 AA8400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0273292567(NAD 83)
 AA8400_MARKER: DD = SURVEY DISK
 AA8400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8400_STAMPING: 18-18 1994
 AA8400_MARK LOGO: ALHD  
 AA8400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8400+STABILITY: SURFACE MOTION
 AA8400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8400+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8400
 AA8400  HISTORY     - Date     Condition        Report By
 AA8400  HISTORY     - 1994     MONUMENTED       ALHD
 AA8400
 AA8400                          STATION DESCRIPTION
 AA8400
 AA8400'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8400'THE STATION IS LOCATED IN CONECUH COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8400'CONECUH COUNTY ROAD NO. 32, ABOUT 1.90 MI (3.06 KM)  NORTH-NORTHEAST
 AA8400'OF LYEFFION AND ABOUT 9.30 MI (14.97 KM)  NORTH OF EVERGREEN. TO REACH
 AA8400'THE STATION FROM EXIT 96 ON I-65 (MILE POST 2.10 ON ALA 83)IN
 AA8400'EVERGREEN, DRIVE NORTH ON ALA 83 FOR 9.80 MI (15.77 KM)  TO MILE POST
 AA8400'11.90 AND CONECUH COUNTY ROAD NO. 32 LEFT AND RIGHT, TURN RIGHT ON
 AA8400'CONECUH COUNTY ROAD NO. 32 AND DRIVE EAST FOR 0.25 MI (0.40 KM)  TO
 AA8400'THE STATION ON THE RIGHT. THE STATION IS 28.0 FT (8.5 M)  SOUTH OF THE
 AA8400'CENTER ON CONECUH COUNTY ROAD NO. 32, 57.5 FT (17.5 M)  WEST-SOUTHWEST
 AA8400'OF A SPEED LIMIT 55 SIGN, 127.5 FT (38.9 M)  EAST-SOUTHEAST OF A
 AA8400'TRANSFORMER POWER POLE ACROSS THE ROAD, 156.1 FT (47.6 M)
 AA8400'EAST-SOUTHEAST OF A POST FOR A SATTELITE DISH ACROSS THE ROAD, 159.3
 AA8400'FT (48.6 M)  EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A 4 FT (1.2 M)
 AA8400'CHAIN LINK FENCE AROUND A SMALL GREY FRAME HOUSE ACROSS THE ROAD, 1.8
 AA8400'FT (0.5 M)  NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8400'GROUND. STATION 18-19 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8401 ***********************************************************************
 AA8401  DESIGNATION -  18 19
 AA8401  PID         -  AA8401
 AA8401  STATE/COUNTY-  AL/CONECUH
 AA8401  USGS QUAD   -  LYEFFION (1986)
 AA8401
 AA8401                         *CURRENT SURVEY CONTROL
 AA8401  ___________________________________________________________________
 AA8401* NAD 83(1992)-  31 34 06.08658(N)    086 57 53.03567(W)     ADJUSTED  
 AA8401* NAVD 88     -       141.7    (meters)     465.     (feet)  VERTCON   
 AA8401  ___________________________________________________________________
 AA8401  X           -     288,017.890 (meters)                     COMP
 AA8401  Y           -  -5,431,734.562 (meters)                     COMP
 AA8401  Z           -   3,319,806.905 (meters)                     COMP
 AA8401  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AA8401  ELLIP HEIGHT-         114.17  (meters)          (07/29/02) GPS OBS
 AA8401  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AA8401
 AA8401  HORZ ORDER  -  FIRST
 AA8401  ELLP ORDER  -  FOURTH    CLASS I
 AA8401
 AA8401.The horizontal coordinates were established by GPS observations
 AA8401.and adjusted by the National Geodetic Survey in September 1995..
 AA8401
 AA8401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8401
 AA8401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8401
 AA8401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8401
 AA8401.The ellipsoidal height was determined by GPS observations
 AA8401.and is referenced to NAD 83.
 AA8401
 AA8401.The geoid height was determined by GEOID03.
 AA8401
 AA8401;                    North         East     Units Scale Factor Converg.
 AA8401;SPC AL W     -   173,989.855   650,811.606   MT  0.99996517   +0 16 48.8
 AA8401;UTM  16      - 3,492,593.531   503,346.750   MT  0.99960014   +0 01 06.5
 AA8401
 AA8401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8401!SPC AL W     -   0.99998207  x   0.99996517  =   0.99994724
 AA8401!UTM  16      -   0.99998207  x   0.99960014  =   0.99958222
 AA8401
 AA8401                          SUPERSEDED SURVEY CONTROL
 AA8401
 AA8401  ELLIP H (09/29/95)  114.24   (m)                       GP(       ) 3 2
 AA8401  NGVD 29 (09/29/95)  141.7    (m)          465.     (f) GPS OBS        
 AA8401
 AA8401.Superseded values are not recommended for survey control.
 AA8401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8401.See file dsdata.txt to determine how the superseded data were derived.
 AA8401
 AA8401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0334792594(NAD 83)
 AA8401_MARKER: DD = SURVEY DISK
 AA8401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8401_STAMPING: 18-19 1994
 AA8401_MARK LOGO: ALHD  
 AA8401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8401+STABILITY: SURFACE MOTION
 AA8401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8401+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8401
 AA8401  HISTORY     - Date     Condition        Report By
 AA8401  HISTORY     - 1994     MONUMENTED       ALHD
 AA8401
 AA8401                          STATION DESCRIPTION
 AA8401
 AA8401'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8401'THE STATION IS LOCATED IN CONECUH COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8401'CONECUH COUNTY ROAD NO. 32, ABOUT 2.20 MI (3.54 KM)  NORTH-NORTHEAST
 AA8401'OF LYEFFION AND ABOUT 9.35 MI (15.05 KM)  NORTH OF EVERGREEN. TO REACH
 AA8401'THE STATION FROM EXIT 96 ON I-65 (MILE POST 2.10 ON ALA 83)IN
 AA8401'EVERGREEN, DRIVE NORTH ON ALA 83 FOR 9.80 MI (15.77 KM)  TO MILE POST
 AA8401'11.90 AND CONECUH COUNTY ROAD NO. 32 LEFT AND RIGHT, TURN RIGHT ON
 AA8401'CONECUH COUNTY ROAD NO. 32 AND DRIVE EAST FOR 0.65 MI (1.05 KM)  TO
 AA8401'THE STATION ON THE LEFT. THE STATION IS 42.8 FT (13.0 M)  NORTH OF THE
 AA8401'CENTER OF CONECUH COUNTY ROAD NO. 32, 133.4 FT (40.7 M)  WEST OF A
 AA8401'POWER POLE WITH CIRCUIT BREAKERS, 179.6 FT (54.7 M)  EAST OF A
 AA8401'JUNCTION POWER POLE WITH ONE GUY WIRE, 196.0 FT (59.7 M)  EAST OF THE
 AA8401'CENTER OF A GRAVEL FIELD ROAD, 2.3 FT (0.7 M)  SOUTH OF A CARSONITE
 AA8401'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-18 MAY BE USED
 AA8401'AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1999 ***********************************************************************
 BU1999  DESIGNATION -  18 2
 BU1999  PID         -  BU1999
 BU1999  STATE/COUNTY-  AL/CONECUH
 BU1999  USGS QUAD   -  CASTLEBERRY (1971)
 BU1999
 BU1999                         *CURRENT SURVEY CONTROL
 BU1999  ___________________________________________________________________
 BU1999* NAD 83(1992)-  31 18 31.93214(N)    087 06 48.51370(W)     ADJUSTED  
 BU1999* NAVD 88     -        90.8    (meters)     298.     (feet)  VERTCON   
 BU1999  ___________________________________________________________________
 BU1999  X           -     274,669.283 (meters)                     COMP
 BU1999  Y           -  -5,447,408.147 (meters)                     COMP
 BU1999  Z           -   3,295,232.338 (meters)                     COMP
 BU1999  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 BU1999  ELLIP HEIGHT-          63.01  (meters)          (07/29/02) GPS OBS
 BU1999  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU1999
 BU1999  HORZ ORDER  -  FIRST
 BU1999  ELLP ORDER  -  FOURTH    CLASS I
 BU1999
 BU1999.The horizontal coordinates were established by GPS observations
 BU1999.and adjusted by the National Geodetic Survey in December 1992..
 BU1999
 BU1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1999
 BU1999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU1999
 BU1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1999
 BU1999.The ellipsoidal height was determined by GPS observations
 BU1999.and is referenced to NAD 83.
 BU1999
 BU1999.The geoid height was determined by GEOID03.
 BU1999
 BU1999;                    North         East     Units Scale Factor Converg.
 BU1999;SPC AL W     -   145,160.821   636,792.845   MT  0.99995002   +0 12 03.1
 BU1999;UTM  16      - 3,463,838.869   489,201.962   MT  0.99960144   -0 03 32.3
 BU1999
 BU1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1999!SPC AL W     -   0.99999011  x   0.99995002  =   0.99994013
 BU1999!UTM  16      -   0.99999011  x   0.99960144  =   0.99959155
 BU1999
 BU1999:                Primary Azimuth Mark                     Grid Az
 BU1999:SPC AL W     -  18 1                                     326 17 31.6
 BU1999:UTM  16      -  18 1                                     326 33 07.0
 BU1999
 BU1999|---------------------------------------------------------------------|
 BU1999| PID    Reference Object                     Distance      Geod. Az  |
 BU1999|                                                           dddmmss.s |
 BU1999| BU1998 18 1                                405.674 METERS 3262934.7 |
 BU1999|---------------------------------------------------------------------|
 BU1999
 BU1999                          SUPERSEDED SURVEY CONTROL
 BU1999
 BU1999  ELLIP H (12/04/92)   63.10   (m)                       GP(       ) 4 1
 BU1999  NAD 83(1986)-  31 18 31.94542(N)    087 06 48.51536(W) AD(       ) 1
 BU1999  NAD 83(1986)-  31 18 31.94333(N)    087 06 48.51480(W) AD(       ) 1
 BU1999  NGVD 29 (12/04/92)   90.8    (m)          298.     (f) GPS OBS        
 BU1999
 BU1999.Superseded values are not recommended for survey control.
 BU1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1999.See file dsdata.txt to determine how the superseded data were derived.
 BU1999
 BU1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8920263839(NAD 83)
 BU1999_MARKER: DD = SURVEY DISK
 BU1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1999_SP_SET: CONCRETE POST
 BU1999_STAMPING: 18-2 1989
 BU1999_MARK LOGO: ALHD  
 BU1999_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BU1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1999+STABILITY: SURFACE MOTION
 BU1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1999+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BU1999
 BU1999  HISTORY     - Date     Condition        Report By
 BU1999  HISTORY     - 1989     MONUMENTED       ALHD
 BU1999
 BU1999                          STATION DESCRIPTION
 BU1999
 BU1999'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU1999'THE STATION IS LOCATED ON THE NORTHEAST RIGHT OF WAY OF CONECUH COUNTY
 BU1999'ROAD NO. 6, ABOUT 8.69 KM (5.40 MI) WEST OF CASTLEBERRY AND ABOUT
 BU1999'20.60 KM (12.80 MI) SOUTHWEST OF EVERGREEN.
 BU1999'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE CONECUH
 BU1999'COUNTY ROAD NO. 6 OVERPASS AT EXIT 83 ON I-65, DRIVE SOUTHEAST ON
 BU1999'CONECUH COUNTY ROAD NO. 6 FOR 2.74 KM (1.70 MI) TO THE STATION ON THE
 BU1999'LEFT.
 BU1999'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 10.52 M (34.5 FT)
 BU1999'NORTHEAST OF THE CENTER LINE OF CONECUH COUNTY ROAD NO. 6, 38.19 M
 BU1999'(125.3 FT) NORTHWEST OF A FENCE CORNER, 20.09 M (65.9 FT) NORTH OF THE
 BU1999'NORTHEAST CORNER OF A WHITE FRAME HOUSE ACROSS THE ROAD, 61.54 M
 BU1999'(201.9 FT) NORTHWEST OF A TRANSFROMER POWER POLE, AND 0.88 M (2.9 FT)
 BU1999'SOUTHWEST OF A CARSONITE WITNESS POST.
 BU1999'STATION 18-1 CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8402 ***********************************************************************
 AA8402  DESIGNATION -  18 20
 AA8402  PID         -  AA8402
 AA8402  STATE/COUNTY-  AL/CONECUH
 AA8402  USGS QUAD   -  CHINA (1981)
 AA8402
 AA8402                         *CURRENT SURVEY CONTROL
 AA8402  ___________________________________________________________________
 AA8402* NAD 83(1992)-  31 33 40.98463(N)    087 02 32.72050(W)     ADJUSTED  
 AA8402* NAVD 88     -       120.5    (meters)     395.     (feet)  VERTCON   
 AA8402  ___________________________________________________________________
 AA8402  X           -     280,672.408 (meters)                     COMP
 AA8402  Y           -  -5,432,506.114 (meters)                     COMP
 AA8402  Z           -   3,319,136.970 (meters)                     COMP
 AA8402  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AA8402  ELLIP HEIGHT-          92.82  (meters)          (07/29/02) GPS OBS
 AA8402  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AA8402
 AA8402  HORZ ORDER  -  FIRST
 AA8402  ELLP ORDER  -  FOURTH    CLASS I
 AA8402
 AA8402.The horizontal coordinates were established by GPS observations
 AA8402.and adjusted by the National Geodetic Survey in September 1995..
 AA8402
 AA8402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8402
 AA8402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8402
 AA8402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8402
 AA8402.The ellipsoidal height was determined by GPS observations
 AA8402.and is referenced to NAD 83.
 AA8402
 AA8402.The geoid height was determined by GEOID03.
 AA8402
 AA8402;                    North         East     Units Scale Factor Converg.
 AA8402;SPC AL W     -   173,183.307   643,439.826   MT  0.99995660   +0 14 22.2
 AA8402;UTM  16      - 3,491,820.946   495,974.023   MT  0.99960020   -0 01 19.9
 AA8402
 AA8402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8402!SPC AL W     -   0.99998543  x   0.99995660  =   0.99994203
 AA8402!UTM  16      -   0.99998543  x   0.99960020  =   0.99958563
 AA8402
 AA8402                          SUPERSEDED SURVEY CONTROL
 AA8402
 AA8402  ELLIP H (09/29/95)   92.89   (m)                       GP(       ) 3 2
 AA8402  NGVD 29 (09/29/95)  120.5    (m)          395.     (f) GPS OBS        
 AA8402
 AA8402.Superseded values are not recommended for survey control.
 AA8402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8402.See file dsdata.txt to determine how the superseded data were derived.
 AA8402
 AA8402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9597491821(NAD 83)
 AA8402_MARKER: DD = SURVEY DISK
 AA8402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8402_STAMPING: 18-20 1994
 AA8402_MARK LOGO: ALHD  
 AA8402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8402+STABILITY: SURFACE MOTION
 AA8402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8402+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8402
 AA8402  HISTORY     - Date     Condition        Report By
 AA8402  HISTORY     - 1994     MONUMENTED       ALHD
 AA8402
 AA8402                          STATION DESCRIPTION
 AA8402
 AA8402'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8402'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA8402'CONECUH COUNTY ROAD NO. 13, ABOUT 4.00 MI (6.44 KM)  WEST OF LYEFFION
 AA8402'AND ABOUT 10.15 MI (16.33 KM)  NORTH-NORTHWEST OF EVERGREEN. TO REACH
 AA8402'THE STATION FROM EXIT NO. 96 ON I-65 (MILE POST 2.10 ON ALA 83) IN
 AA8402'EVERGREEN, DRIVE NORTH ON ALA 83 FOR 7.75 MI (12.47 KM)  TO MILE POST
 AA8402'9.85 AND CONECUH COUNTY ROAD NO. 30 LEFT AND RIGHT AT LYEFFION, TURN
 AA8402'LEFT ON CONECUH COUNTY ROAD NO. 30 AND DRIVE WEST AND NORTHWEST FOR
 AA8402'2.00 MI (3.22 KM)  TO A REVERSE Y-INTERSECTION WITH CONECUH COUNTY
 AA8402'ROAD NO. 32 RIGHT AND CONECUH COUNTY ROAD NO. 30 LEFT, BEAR LEFT ON
 AA8402'CONECUH COUNTY ROAD NO. 30 AND DRIVE WEST FOR 2.20 MI (3.54 KM)  TO A
 AA8402'PAVED CROSS ROAD WITH CONECUH COUNTY ROAD NO. 13 LEFT AND RIGHT, TURN
 AA8402'LEFT ON CONECUH COUNTY ROAD NO. 13 AND DRIVE SOUTH FOR 0.20 MI (0.32
 AA8402'KM)  TO THE STATION ON THE RIGHT. THE STATION IS 27.8 FT (8.5 M)  WEST
 AA8402'OF THE CENTER OF CONECUH COUNTY ROAD NO. 13, 83.3 FT (25.4 M)
 AA8402'NORTHWEST OF A BRACED POST IN THE FENCE LINE ACROSS THE ROAD, 171.0 FT
 AA8402'(52.1 M)  SOUTH-SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 2.1 FT (0.6
 AA8402'M)  EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8402'STATION 18-21 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8403 ***********************************************************************
 AA8403  DESIGNATION -  18 21
 AA8403  PID         -  AA8403
 AA8403  STATE/COUNTY-  AL/CONECUH
 AA8403  USGS QUAD   -  CHINA (1981)
 AA8403
 AA8403                         *CURRENT SURVEY CONTROL
 AA8403  ___________________________________________________________________
 AA8403* NAD 83(1992)-  31 34 05.54870(N)    087 02 32.23180(W)     ADJUSTED  
 AA8403* NAVD 88     -       121.6    (meters)     399.     (feet)  VERTCON   
 AA8403  ___________________________________________________________________
 AA8403  X           -     280,664.894 (meters)                     COMP
 AA8403  Y           -  -5,432,110.889 (meters)                     COMP
 AA8403  Z           -   3,319,782.199 (meters)                     COMP
 AA8403  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AA8403  ELLIP HEIGHT-          93.94  (meters)          (07/29/02) GPS OBS
 AA8403  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA8403
 AA8403  HORZ ORDER  -  FIRST
 AA8403  ELLP ORDER  -  FOURTH    CLASS I
 AA8403
 AA8403.The horizontal coordinates were established by GPS observations
 AA8403.and adjusted by the National Geodetic Survey in September 1995..
 AA8403
 AA8403.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8403
 AA8403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8403
 AA8403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8403
 AA8403.The ellipsoidal height was determined by GPS observations
 AA8403.and is referenced to NAD 83.
 AA8403
 AA8403.The geoid height was determined by GEOID03.
 AA8403
 AA8403;                    North         East     Units Scale Factor Converg.
 AA8403;SPC AL W     -   173,939.890   643,449.550   MT  0.99995661   +0 14 22.6
 AA8403;UTM  16      - 3,492,577.207   495,987.199   MT  0.99960020   -0 01 19.7
 AA8403
 AA8403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8403!SPC AL W     -   0.99998525  x   0.99995661  =   0.99994186
 AA8403!UTM  16      -   0.99998525  x   0.99960020  =   0.99958546
 AA8403
 AA8403                          SUPERSEDED SURVEY CONTROL
 AA8403
 AA8403  ELLIP H (09/29/95)   94.01   (m)                       GP(       ) 3 2
 AA8403  NGVD 29 (09/29/95)  121.6    (m)          399.     (f) GPS OBS        
 AA8403
 AA8403.Superseded values are not recommended for survey control.
 AA8403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8403.See file dsdata.txt to determine how the superseded data were derived.
 AA8403
 AA8403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9598792577(NAD 83)
 AA8403_MARKER: DD = SURVEY DISK
 AA8403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8403_STAMPING: 18-21 1994
 AA8403_MARK LOGO: ALHD  
 AA8403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8403+STABILITY: SURFACE MOTION
 AA8403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8403+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8403
 AA8403  HISTORY     - Date     Condition        Report By
 AA8403  HISTORY     - 1994     MONUMENTED       ALHD
 AA8403
 AA8403                          STATION DESCRIPTION
 AA8403
 AA8403'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8403'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA8403'CONECUH COUNTY ROAD NO. 13, ABOUT 4.00 MI (6.44 KM)  WEST OF LYEFFION
 AA8403'AND ABOUT 10.60 MI (17.06 KM)  NORTH-NORTHWEST OF EVERGREEN. TO REACH
 AA8403'THE STATION FROM EXIT NO. 96 ON I-65 (MILE POST 2.10 ON ALA 83) IN
 AA8403'EVERGREEN, DRIVE NORTH ON ALA 83 FOR 7.75 MI (12.47 KM)  TO MILE POST
 AA8403'9.85 AND CONECUH COUNTY ROAD NO. 30 LEFT AND RIGHT AT LYEFFION, TURN
 AA8403'LEFT ON CONECUH COUNTY ROAD NO. 30 AND DRIVE WEST AND NORTHWEST FOR
 AA8403'2.00 MI (3.22 KM)  TO A REVERSE Y-INTERSECTION WITH CONECUH COUNTY
 AA8403'ROAD NO. 32 RIGHT AND CONECUH COUNTY ROAD NO. 30 LEFT, BEAR LEFT ON
 AA8403'CONECUH COUNTY ROAD NO. 30 AND DRIVE WEST FOR 2.20 MI (3.54 KM)  TO A
 AA8403'PAVED CROSS ROAD WITH CONECUH COUNTY ROAD NO. 13 LEFT AND RIGHT, TURN
 AA8403'RIGHT ON CONECUH COUNTY ROAD NO. 13 AND DRIVE NORTH FOR 0.25 MI (0.40
 AA8403'KM)  TO THE STATION ON THE LEFT. THE STATION IS 2.5 FT (0.8 M)  EAST
 AA8403'OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 37.5 FT
 AA8403'(11.4 M)  WEST OF THE CENTER OF CONECUH COUNTY ROAD NO. 13, 67.5 FT
 AA8403'(20.6 M)  SOUTH OF A POWER POLE WITH ONE GUY WIRE, 132.4 FT (40.4 M)
 AA8403'SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 59 E 7 N 2 LP ACROSS THE
 AA8403'ROAD, 2.9 FT (0.9 M)  EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8403'WITH THE GROUND. STATION 18-20 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8403'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8404 ***********************************************************************
 AA8404  DESIGNATION -  18 22
 AA8404  PID         -  AA8404
 AA8404  STATE/COUNTY-  AL/CONECUH
 AA8404  USGS QUAD   -  BURNT CORN (1971)
 AA8404
 AA8404                         *CURRENT SURVEY CONTROL
 AA8404  ___________________________________________________________________
 AA8404* NAD 83(1992)-  31 31 51.16492(N)    087 10 02.43752(W)     ADJUSTED  
 AA8404* NAVD 88     -       127.6    (meters)     419.     (feet)  VERTCON   
 AA8404  ___________________________________________________________________
 AA8404  X           -     268,915.064 (meters)                     COMP
 AA8404  Y           -  -5,434,878.616 (meters)                     COMP
 AA8404  Z           -   3,316,258.042 (meters)                     COMP
 AA8404  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AA8404  ELLIP HEIGHT-          99.84  (meters)          (07/29/02) GPS OBS
 AA8404  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AA8404
 AA8404  HORZ ORDER  -  FIRST
 AA8404  ELLP ORDER  -  FOURTH    CLASS I
 AA8404
 AA8404.The horizontal coordinates were established by GPS observations
 AA8404.and adjusted by the National Geodetic Survey in September 1995..
 AA8404
 AA8404.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8404
 AA8404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8404
 AA8404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8404
 AA8404.The ellipsoidal height was determined by GPS observations
 AA8404.and is referenced to NAD 83.
 AA8404
 AA8404.The geoid height was determined by GEOID03.
 AA8404
 AA8404;                    North         East     Units Scale Factor Converg.
 AA8404;SPC AL W     -   169,758.286   631,590.699   MT  0.99994564   +0 10 26.3
 AA8404;UTM  16      - 3,488,451.238   484,113.529   MT  0.99960311   -0 05 15.1
 AA8404
 AA8404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8404!SPC AL W     -   0.99998432  x   0.99994564  =   0.99992996
 AA8404!UTM  16      -   0.99998432  x   0.99960311  =   0.99958744
 AA8404
 AA8404:                Primary Azimuth Mark                     Grid Az
 AA8404:SPC AL W     -  50 52                                    355 58 33.7
 AA8404:UTM  16      -  50 52                                    356 14 15.1
 AA8404
 AA8404|---------------------------------------------------------------------|
 AA8404| PID    Reference Object                     Distance      Geod. Az  |
 AA8404|                                                           dddmmss.s |
 AA8404| AA8473 50 52                               484.151 METERS 3560900.0 |
 AA8404|---------------------------------------------------------------------|
 AA8404
 AA8404                          SUPERSEDED SURVEY CONTROL
 AA8404
 AA8404  ELLIP H (09/29/95)   99.91   (m)                       GP(       ) 3 2
 AA8404  NGVD 29 (09/29/95)  127.6    (m)          419.     (f) GPS OBS        
 AA8404
 AA8404.Superseded values are not recommended for survey control.
 AA8404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8404.See file dsdata.txt to determine how the superseded data were derived.
 AA8404
 AA8404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8411488451(NAD 83)
 AA8404_MARKER: DD = SURVEY DISK
 AA8404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8404_STAMPING: 18-22 1994
 AA8404_MARK LOGO: ALHD  
 AA8404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8404+STABILITY: SURFACE MOTION
 AA8404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8404+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8404
 AA8404  HISTORY     - Date     Condition        Report By
 AA8404  HISTORY     - 1994     MONUMENTED       ALHD
 AA8404
 AA8404                          STATION DESCRIPTION
 AA8404
 AA8404'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8404'THE STATION IS LOCATED IN CONECUH COUNTY ON THE EAST RIGHT OF WAY OF
 AA8404'CONECUH COUNTY ROAD NO. 5, ABOUT 7.75 MI (12.47 KM)  NORTH-NORTHWEST
 AA8404'OF BELLEVILLE AND ABOUT 9.25 MI (14.89 KM)  NORTH-NORTHEAST OF REPTON.
 AA8404'TO REACH THE STATION FROM EXIT NO. 96 ON I-65 (MILE POST 2.10 ON ALA
 AA8404'83) IN EVERGREEN, DRIVE NORTH ON ALA 83 FOR 7.75 MI (12.47 KM)  TO
 AA8404'MILE POST 9.85 AND CONECUH COUNTY ROAD NO. 30 LEFT AND RIGHT AT
 AA8404'LYEFFION, TURN LEFT ON CONECUH COUNTY ROAD NO. 30 AND DRIVE WEST AND
 AA8404'NORTHWEST FOR 2.00 MI (3.22 KM)  TO A REVERSE Y-INTERSECTION WITH
 AA8404'CONECUH COUNTY ROAD NO. 32 RIGHT AND CONECUH COUNTY ROAD NO. 30 LEFT,
 AA8404'BEAR LEFT ON CONECUH COUNTY ROAD NO. 30 AND DRIVE WEST FOR 9.80 MI
 AA8404'(15.77 KM)  TO A T-INTERSECTION WITH CONECUH COUNTY ROAD NO. 5 LEFT
 AA8404'AND RIGHT, TURN LEFT ON CONECUH COUNTY ROAD NO. 5 AND DRIVE SOUTH AND
 AA8404'SOUTHWEST FOR 0.85 MI (1.37 KM)  TO CONECUH COUNTY ROAD NO. 5 ON THE
 AA8404'LEFT AND A PAVED COUNTY ROAD AHEAD, TURN LEFT ON CONECUH COUNTY ROAD
 AA8404'NO. 5 AND DRIVE SOUTH FOR 0.90 MI (1.45 KM)  TO THE STATION ON THE
 AA8404'LEFT. THE STATION IS 32.0 FT (9.8 M)  EAST-NORTHEAST OF THE CENTER OF
 AA8404'CONECUH COUNTY ROAD NO. 5, 76.6 FT (23.3 M)  EAST OF TELEPHONE CABLE
 AA8404'PEDESTAL NO. 2 13 R 56 R 6 ACROSS THE ROAD, 89.4 FT (27.2 M)
 AA8404'NORTH-NORTHWEST OF A TRANSFORMER POWER POLE, 153.6 FT (46.8 M)
 AA8404'SOUTH-SOUTHEAST OF A JUNCTION POWER POLE, 9.8 FT (3.0 M)
 AA8404'WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8404'GROUND. STATION 50-52 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8405 ***********************************************************************
 AA8405  DESIGNATION -  18 23
 AA8405  PID         -  AA8405
 AA8405  STATE/COUNTY-  AL/CONECUH
 AA8405  USGS QUAD   -  REPTON (1986)
 AA8405
 AA8405                         *CURRENT SURVEY CONTROL
 AA8405  ___________________________________________________________________
 AA8405* NAD 83(1992)-  31 26 15.34378(N)    087 09 29.50887(W)     ADJUSTED  
 AA8405* NAVD 88     -        85.6    (meters)     281.     (feet)  VERTCON   
 AA8405  ___________________________________________________________________
 AA8405  X           -     270,048.737 (meters)                     COMP
 AA8405  Y           -  -5,440,195.021 (meters)                     COMP
 AA8405  Z           -   3,307,415.537 (meters)                     COMP
 AA8405  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AA8405  ELLIP HEIGHT-          57.76  (meters)          (07/29/02) GPS OBS
 AA8405  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA8405
 AA8405  HORZ ORDER  -  FIRST
 AA8405  ELLP ORDER  -  FOURTH    CLASS I
 AA8405
 AA8405.The horizontal coordinates were established by GPS observations
 AA8405.and adjusted by the National Geodetic Survey in September 1995..
 AA8405
 AA8405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8405
 AA8405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8405
 AA8405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8405
 AA8405.The ellipsoidal height was determined by GPS observations
 AA8405.and is referenced to NAD 83.
 AA8405
 AA8405.The geoid height was determined by GEOID03.
 AA8405
 AA8405;                    North         East     Units Scale Factor Converg.
 AA8405;SPC AL W     -   159,418.477   632,491.558   MT  0.99994635   +0 10 41.8
 AA8405;UTM  16      - 3,478,110.979   484,966.960   MT  0.99960279   -0 04 57.0
 AA8405
 AA8405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8405!SPC AL W     -   0.99999093  x   0.99994635  =   0.99993728
 AA8405!UTM  16      -   0.99999093  x   0.99960279  =   0.99959372
 AA8405
 AA8405:                Primary Azimuth Mark                     Grid Az
 AA8405:SPC AL W     -  18 24                                    357 48 47.8
 AA8405:UTM  16      -  18 24                                    358 04 26.6
 AA8405
 AA8405|---------------------------------------------------------------------|
 AA8405| PID    Reference Object                     Distance      Geod. Az  |
 AA8405|                                                           dddmmss.s |
 AA8405| AA8406 18 24                               APPROX. 0.5 KM 3575929.6 |
 AA8405|---------------------------------------------------------------------|
 AA8405
 AA8405                          SUPERSEDED SURVEY CONTROL
 AA8405
 AA8405  ELLIP H (09/29/95)   57.84   (m)                       GP(       ) 3 2
 AA8405  NGVD 29 (09/29/95)   85.6    (m)          281.     (f) GPS OBS        
 AA8405
 AA8405.Superseded values are not recommended for survey control.
 AA8405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8405.See file dsdata.txt to determine how the superseded data were derived.
 AA8405
 AA8405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8496778111(NAD 83)
 AA8405_MARKER: DD = SURVEY DISK
 AA8405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8405_STAMPING: 18-23 1994
 AA8405_MARK LOGO: ALHD  
 AA8405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8405+STABILITY: SURFACE MOTION
 AA8405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8405+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8405
 AA8405  HISTORY     - Date     Condition        Report By
 AA8405  HISTORY     - 1994     MONUMENTED       ALHD
 AA8405
 AA8405                          STATION DESCRIPTION
 AA8405
 AA8405'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8405'THE STATION IS LOCATED IN CONECUH COUNTY ON THE EAST RIGHT OF WAY OF
 AA8405'CONECUH COUNTY ROAD NO. 11, ABOUT 2.90 MI (4.67 KM)  WEST-NORTHWEST OF
 AA8405'BELLEVILLE AND ABOUT 5.10 MI (8.21 KM)  EAST-NORTHEAST OF REPTON. TO
 AA8405'REACH THE STATION FROM EXIT 93 ON I-65 (MILE POST 98.60 ON U.S. 84)
 AA8405'ABOUT 3.5 MI (5.6 KM)  SOUTHWEST OF EVERGREEN, DRIVE WEST ON U.S. 84
 AA8405'FOR 9.10 MI (14.64 KM)  TO MILE POST 89.50 AND CONECUH COUNTY ROAD NO.
 AA8405'11 ON THE RIGHT, TURN RIGHT ON CONECUH COUNTY ROAD NO. 11 AND DRIVE
 AA8405'NORTH FOR 0.80 MI (1.29 KM)  TO THE STATION ON THE RIGHT. THE STATION
 AA8405'IS LOCATED ACROSS CONECUH COUNTY ROAD NO. 11 AND IN LINE WITH A GRAVEL
 AA8405'ROAD (LANGHAM ROAD), 19.2 FT (5.9 M)  EAST OF A METAL SIGN POST WITH
 AA8405'NO SIGN, 33.2 FT (10.1 M)  EAST OF THE CENTERLINE OF CONECUH COUNTY
 AA8405'ROAD NO. 11, 137.0 FT (41.8 M)  NORTH-NORTHEAST OF TELEPHONE CABLE
 AA8405'PEDESTAL NO. 3 48 L 3 ACROSS THE ROAD, 170.2 FT (51.9 M)
 AA8405'NORTH-NORTHEAST OF A TRANSFORMER POWER POLE ACROSS THE ROAD. 173.2 FT
 AA8405'(52.8 M)  SOUTH OF A POWER LINE GUY POLE, 177.7 FT (54.2 M)
 AA8405'SOUTH-SOUTHEAST OF A JUNCTION POWER POLE ACROSS THE ROAD, 2.9 FT (0.9
 AA8405'M)  WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8405'STATION 18-24 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8406 ***********************************************************************
 AA8406  DESIGNATION -  18 24
 AA8406  PID         -  AA8406
 AA8406  STATE/COUNTY-  AL/CONECUH
 AA8406  USGS QUAD   -  REPTON (1986)
 AA8406
 AA8406                         *CURRENT SURVEY CONTROL
 AA8406  ___________________________________________________________________
 AA8406* NAD 83(1992)-  31 26 31.90532(N)    087 09 30.18629(W)     ADJUSTED  
 AA8406* NAVD 88     -        87.6    (meters)     287.     (feet)  VERTCON   
 AA8406  ___________________________________________________________________
 AA8406  X           -     270,017.767 (meters)                     COMP
 AA8406  Y           -  -5,439,931.919 (meters)                     COMP
 AA8406  Z           -   3,307,851.806 (meters)                     COMP
 AA8406  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AA8406  ELLIP HEIGHT-          59.81  (meters)          (07/29/02) GPS OBS
 AA8406  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA8406
 AA8406  HORZ ORDER  -  FIRST
 AA8406  ELLP ORDER  -  FOURTH    CLASS I
 AA8406
 AA8406.The horizontal coordinates were established by GPS observations
 AA8406.and adjusted by the National Geodetic Survey in September 1995..
 AA8406
 AA8406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8406
 AA8406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8406
 AA8406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8406
 AA8406.The ellipsoidal height was determined by GPS observations
 AA8406.and is referenced to NAD 83.
 AA8406
 AA8406.The geoid height was determined by GEOID03.
 AA8406
 AA8406;                    North         East     Units Scale Factor Converg.
 AA8406;SPC AL W     -   159,928.473   632,472.084   MT  0.99994633   +0 10 41.5
 AA8406;UTM  16      - 3,478,620.884   484,949.814   MT  0.99960279   -0 04 57.4
 AA8406
 AA8406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8406!SPC AL W     -   0.99999061  x   0.99994633  =   0.99993694
 AA8406!UTM  16      -   0.99999061  x   0.99960279  =   0.99959340
 AA8406
 AA8406:                Primary Azimuth Mark                     Grid Az
 AA8406:SPC AL W     -  18 23                                    177 48 47.7
 AA8406:UTM  16      -  18 23                                    178 04 26.6
 AA8406
 AA8406|---------------------------------------------------------------------|
 AA8406| PID    Reference Object                     Distance      Geod. Az  |
 AA8406|                                                           dddmmss.s |
 AA8406| AA8405 18 23                               APPROX. 0.5 KM 1775929.2 |
 AA8406|---------------------------------------------------------------------|
 AA8406
 AA8406                          SUPERSEDED SURVEY CONTROL
 AA8406
 AA8406  ELLIP H (09/29/95)   59.89   (m)                       GP(       ) 3 2
 AA8406  NGVD 29 (09/29/95)   87.6    (m)          287.     (f) GPS OBS        
 AA8406
 AA8406.Superseded values are not recommended for survey control.
 AA8406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8406.See file dsdata.txt to determine how the superseded data were derived.
 AA8406
 AA8406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8495078621(NAD 83)
 AA8406_MARKER: DD = SURVEY DISK
 AA8406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8406_STAMPING: 18-24 1994
 AA8406_MARK LOGO: ALHD  
 AA8406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8406+STABILITY: SURFACE MOTION
 AA8406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8406+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8406
 AA8406  HISTORY     - Date     Condition        Report By
 AA8406  HISTORY     - 1994     MONUMENTED       ALHD
 AA8406
 AA8406                          STATION DESCRIPTION
 AA8406
 AA8406'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8406'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA8406'CONECUH COUNTY ROAD NO. 11, ABOUT 3.00 MI (4.83 KM) WEST-NORTHWEST OF
 AA8406'BELLEVILLE AND ABOUT 5.20 MI (8.37 KM) EAST-NORTHEAST OF REPTON. TO
 AA8406'REACH THE STATION FROM EXIT 93 ON I-65 (MILE POST 98.60 ON U.S. 84)
 AA8406'ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF EVERGREEN, DRIVE WEST ON U.S. 84
 AA8406'FOR 9.10 MI (14.64 KM) TO MILE POST 89.50 AND CONECUH COUNTY ROAD NO.
 AA8406'11 ON THE RIGHT, TURN RIGHT ON CONECUH COUNTY ROAD NO. 11 AND DRIVE
 AA8406'NORTH FOR 1.10 MI (1.77 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA8406'34.3 FT (10.5 M) WEST OF THE CENTERLINE OF CONECUH COUNTY ROAD NO. 11,
 AA8406'192.0 FT (58.5 M) NORTH OF THE CENTER OF A WOODS ROAD, 209.0 FT (63.7
 AA8406'M) NORTH OF A POWER POLE, 225.3 FT (68.7 M) SOUTH OF AN ANGLE POWER
 AA8406'POLE WITH ONE GUY WIRE, 2.2 FT (0.7 M) EAST OF A CARSONITE WITNESS
 AA8406'POST, AND SET FLUSH WITH THE GROUND. STATION 18-23 MAY BE USED AS AN
 AA8406'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8407 ***********************************************************************
 AA8407  DESIGNATION -  18 25
 AA8407  PID         -  AA8407
 AA8407  STATE/COUNTY-  AL/CONECUH
 AA8407  USGS QUAD   -  BELLEVILLE (1971)
 AA8407
 AA8407                         *CURRENT SURVEY CONTROL
 AA8407  ___________________________________________________________________
 AA8407* NAD 83(1992)-  31 28 47.96115(N)    087 04 11.52384(W)     ADJUSTED  
 AA8407* NAVD 88     -       100.1    (meters)     328.     (feet)  VERTCON   
 AA8407  ___________________________________________________________________
 AA8407  X           -     278,310.447 (meters)                     COMP
 AA8407  Y           -  -5,437,334.788 (meters)                     COMP
 AA8407  Z           -   3,311,432.833 (meters)                     COMP
 AA8407  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AA8407  ELLIP HEIGHT-          72.42  (meters)          (07/29/02) GPS OBS
 AA8407  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA8407
 AA8407  HORZ ORDER  -  FIRST
 AA8407  ELLP ORDER  -  FOURTH    CLASS I
 AA8407
 AA8407.The horizontal coordinates were established by GPS observations
 AA8407.and adjusted by the National Geodetic Survey in September 1995..
 AA8407
 AA8407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8407
 AA8407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8407
 AA8407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8407
 AA8407.The ellipsoidal height was determined by GPS observations
 AA8407.and is referenced to NAD 83.
 AA8407
 AA8407.The geoid height was determined by GEOID03.
 AA8407
 AA8407;                    North         East     Units Scale Factor Converg.
 AA8407;SPC AL W     -   164,148.230   640,869.716   MT  0.99995393   +0 13 28.6
 AA8407;UTM  16      - 3,482,800.892   493,363.645   MT  0.99960054   -0 02 11.3
 AA8407
 AA8407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8407!SPC AL W     -   0.99998863  x   0.99995393  =   0.99994256
 AA8407!UTM  16      -   0.99998863  x   0.99960054  =   0.99958917
 AA8407
 AA8407                          SUPERSEDED SURVEY CONTROL
 AA8407
 AA8407  ELLIP H (09/29/95)   72.49   (m)                       GP(       ) 3 2
 AA8407  NGVD 29 (09/29/95)  100.1    (m)          328.     (f) GPS OBS        
 AA8407
 AA8407.Superseded values are not recommended for survey control.
 AA8407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8407.See file dsdata.txt to determine how the superseded data were derived.
 AA8407
 AA8407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9336482801(NAD 83)
 AA8407_MARKER: DD = SURVEY DISK
 AA8407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8407_STAMPING: 18-25 1994
 AA8407_MARK LOGO: ALHD  
 AA8407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8407+STABILITY: SURFACE MOTION
 AA8407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8407+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8407
 AA8407  HISTORY     - Date     Condition        Report By
 AA8407  HISTORY     - 1994     MONUMENTED       ALHD
 AA8407
 AA8407                          STATION DESCRIPTION
 AA8407
 AA8407'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8407'THE STATION IS LOCATED IN CONECUH COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8407'CONECUH COUNTY ROAD NO. 20, ABOUT 4.15 MI (6.68 KM) NORTHEAST OF
 AA8407'BELLEVILLE AND ABOUT 7.50 MI (12.07 KM) NORTHWEST OF EVERGREEN. TO
 AA8407'REACH THE STATION FROM EXIT 96 ON I-65 (MILE POST 2.10 ON ALA 83)IN
 AA8407'EVERGREEN, DRIVE NORTHWEST ON ALA 83 FOR 0.05 MI (0.08 KM) TO A PAVED
 AA8407'COUNTY ROAD LEFT AND RIGHT (NO. 75), TURN LEFT ON THE PAVED COUNTY
 AA8407'ROAD AND DRIVE SOUTHWEST FOR 1.75 MI (2.82 KM) TO CONECUH COUNTY ROAD
 AA8407'NO. 20, TURN RIGHT ON CONECUH COUNTY ROAD NO. 20 AND DRIVE NORTHWEST
 AA8407'FOR 6.10 MI (9.82 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.9
 AA8407'FT (0.9 M) SOUTH OF A THREE STRAND BARBED WIRE FENCE ON WHITE TOP,
 AA8407'GREEN STEEL POSTS, 36.2 FT (11.0 M) NORTH OF THE CENTERLINE OF CONECUH
 AA8407'COUNTY ROAD NO. 20, 148.5 FT (45.3 M) WEST OF A POWER POLE, 148.8 FT
 AA8407'(45.4 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 161, 157.5 FT (48.0 M)
 AA8407'WEST OF THE SOUTHEAST CORNER OF THE FENCE AND THE SOUTHWEST POST OF A
 AA8407'PIPE GATE, 192.6 FT (58.7 M) EAST OF THE EAST ONE OF TWO CONNECTED
 AA8407'WOOD POSTS IN THE FENCE LINE, 196.6 FT (59.9 M) EAST OF A TRANSFORMER
 AA8407'POWER POLE, 196.9 FT (60.0 M) EAST OF TELEPHONE CABLE PEDESTAL NO.
 AA8407'163, 3.2 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8407'WITH THE GROUND. STATION 18-26 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8407'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8408 ***********************************************************************
 AA8408  DESIGNATION -  18 26
 AA8408  PID         -  AA8408
 AA8408  STATE/COUNTY-  AL/CONECUH
 AA8408  USGS QUAD   -  BELLEVILLE (1971)
 AA8408
 AA8408                         *CURRENT SURVEY CONTROL
 AA8408  ___________________________________________________________________
 AA8408* NAD 83(1992)-  31 28 42.86216(N)    087 03 50.57468(W)     ADJUSTED  
 AA8408* NAVD 88     -        96.0    (meters)     315.     (feet)  VERTCON   
 AA8408  ___________________________________________________________________
 AA8408  X           -     278,866.704 (meters)                     COMP
 AA8408  Y           -  -5,437,384.860 (meters)                     COMP
 AA8408  Z           -   3,311,296.731 (meters)                     COMP
 AA8408  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 AA8408  ELLIP HEIGHT-          68.27  (meters)          (07/29/02) GPS OBS
 AA8408  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA8408
 AA8408  HORZ ORDER  -  FIRST
 AA8408  ELLP ORDER  -  FOURTH    CLASS I
 AA8408
 AA8408.The horizontal coordinates were established by GPS observations
 AA8408.and adjusted by the National Geodetic Survey in September 1995..
 AA8408
 AA8408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8408
 AA8408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8408
 AA8408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8408
 AA8408.The ellipsoidal height was determined by GPS observations
 AA8408.and is referenced to NAD 83.
 AA8408
 AA8408.The geoid height was determined by GEOID03.
 AA8408
 AA8408;                    North         East     Units Scale Factor Converg.
 AA8408;SPC AL W     -   163,993.375   641,423.266   MT  0.99995449   +0 13 39.5
 AA8408;UTM  16      - 3,482,643.571   493,916.288   MT  0.99960046   -0 02 00.4
 AA8408
 AA8408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8408!SPC AL W     -   0.99998928  x   0.99995449  =   0.99994377
 AA8408!UTM  16      -   0.99998928  x   0.99960046  =   0.99958974
 AA8408
 AA8408                          SUPERSEDED SURVEY CONTROL
 AA8408
 AA8408  ELLIP H (09/29/95)   68.34   (m)                       GP(       ) 3 2
 AA8408  NGVD 29 (09/29/95)   96.0    (m)          315.     (f) GPS OBS        
 AA8408
 AA8408.Superseded values are not recommended for survey control.
 AA8408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8408.See file dsdata.txt to determine how the superseded data were derived.
 AA8408
 AA8408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9391682644(NAD 83)
 AA8408_MARKER: DD = SURVEY DISK
 AA8408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8408_STAMPING: 18-26 1994
 AA8408_MARK LOGO: ALHD  
 AA8408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8408+STABILITY: SURFACE MOTION
 AA8408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8408+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8408
 AA8408  HISTORY     - Date     Condition        Report By
 AA8408  HISTORY     - 1994     MONUMENTED       ALHD
 AA8408
 AA8408                          STATION DESCRIPTION
 AA8408
 AA8408'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8408'THE STATION IS LOCATED IN CONECUH COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8408'CONECUH COUNTY ROAD NO. 20, ABOUT 4.25 MI (6.84 KM) NORTHEAST OF
 AA8408'BELLEVILLE AND ABOUT 7.10 MI (11.43 KM) NORTHWEST OF EVERGREEN. TO
 AA8408'REACH THE STATION FROM EXIT 96 ON I-65 (MILE POST 2.10 ON ALA 83)IN
 AA8408'EVERGREEN, DRIVE NORTHWEST ON ALA 83 FOR 0.05 MI (0.08 KM) TO A PAVED
 AA8408'COUNTY ROAD LEFT AND RIGHT (NO. 75), TURN LEFT ON THE PAVED COUNTY
 AA8408'ROAD AND DRIVE SOUTHWEST FOR 1.75 MI (2.82 KM) TO CONECUH COUNTY ROAD
 AA8408'NO. 20, TURN RIGHT ON CONECUH COUNTY ROAD NO. 20 AND DRIVE NORTHWEST
 AA8408'FOR 5.75 MI (9.25 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.9
 AA8408'FT (0.9 M) NORTH-NORTHEAST OF A THREE STRAND BARBED WIRE FENCE ON
 AA8408'TREATED WOOD POSTS, 33.8 FT (10.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE
 AA8408'OF CONECUH COUNTY ROAD NO. 20, 99.2 FT (30.2 M) EAST-SOUTHEAST OF A
 AA8408'POWER POLE, 103.3 FT (31.5 M) EAST-SOUTHEAST OF THE EAST POST OF A
 AA8408'CATTLE GAP IN THE FENCE LINE, 3.0 FT (0.9 M) NORTH-NORTHWEST OF A
 AA8408'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-25
 AA8408'MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8409 ***********************************************************************
 AA8409  DESIGNATION -  18 27
 AA8409  PID         -  AA8409
 AA8409  STATE/COUNTY-  AL/CONECUH
 AA8409  USGS QUAD   -  EVERGREEN (1982)
 AA8409
 AA8409                         *CURRENT SURVEY CONTROL
 AA8409  ___________________________________________________________________
 AA8409* NAD 83(1992)-  31 29 33.48166(N)    086 58 27.49659(W)     ADJUSTED  
 AA8409* NAVD 88     -        93.7    (meters)     307.     (feet)  VERTCON   
 AA8409  ___________________________________________________________________
 AA8409  X           -     287,340.001 (meters)                     COMP
 AA8409  Y           -  -5,436,126.388 (meters)                     COMP
 AA8409  Z           -   3,312,625.115 (meters)                     COMP
 AA8409  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AA8409  ELLIP HEIGHT-          66.08  (meters)          (07/29/02) GPS OBS
 AA8409  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AA8409
 AA8409  HORZ ORDER  -  FIRST
 AA8409  ELLP ORDER  -  FOURTH    CLASS I
 AA8409
 AA8409.The horizontal coordinates were established by GPS observations
 AA8409.and adjusted by the National Geodetic Survey in September 1995..
 AA8409
 AA8409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8409
 AA8409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8409
 AA8409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8409
 AA8409.The ellipsoidal height was determined by GPS observations
 AA8409.and is referenced to NAD 83.
 AA8409
 AA8409.The geoid height was determined by GEOID03.
 AA8409
 AA8409;                    North         East     Units Scale Factor Converg.
 AA8409;SPC AL W     -   165,589.721   649,943.189   MT  0.99996409   +0 16 28.6
 AA8409;UTM  16      - 3,484,200.508   502,440.337   MT  0.99960007   +0 00 48.3
 AA8409
 AA8409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8409!SPC AL W     -   0.99998962  x   0.99996409  =   0.99995371
 AA8409!UTM  16      -   0.99998962  x   0.99960007  =   0.99958970
 AA8409
 AA8409:                Primary Azimuth Mark                     Grid Az
 AA8409:SPC AL W     -  18 28                                    001 21 49.2
 AA8409:UTM  16      -  18 28                                    001 37 29.5
 AA8409
 AA8409|---------------------------------------------------------------------|
 AA8409| PID    Reference Object                     Distance      Geod. Az  |
 AA8409|                                                           dddmmss.s |
 AA8409| AA8410 18 28                               APPROX. 0.6 KM 0013817.8 |
 AA8409|---------------------------------------------------------------------|
 AA8409
 AA8409                          SUPERSEDED SURVEY CONTROL
 AA8409
 AA8409  ELLIP H (09/29/95)   66.16   (m)                       GP(       ) 3 2
 AA8409  NGVD 29 (09/29/95)   93.7    (m)          307.     (f) GPS OBS        
 AA8409
 AA8409.Superseded values are not recommended for survey control.
 AA8409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8409.See file dsdata.txt to determine how the superseded data were derived.
 AA8409
 AA8409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0244084201(NAD 83)
 AA8409_MARKER: DD = SURVEY DISK
 AA8409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8409_STAMPING: 18-27 1994
 AA8409_MARK LOGO: ALHD  
 AA8409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8409+STABILITY: SURFACE MOTION
 AA8409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8409+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8409
 AA8409  HISTORY     - Date     Condition        Report By
 AA8409  HISTORY     - 1994     MONUMENTED       ALHD
 AA8409
 AA8409                          STATION DESCRIPTION
 AA8409
 AA8409'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8409'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA8409'CONECUH COUNTY ROAD NO. 30, ABOUT 4.25 MI (6.84 KM) NORTH OF EVERGREEN
 AA8409'AND ABOUT 9.05 MI (14.56 KM) NORTHEAST OF BELLEVILLE. TO REACH THE
 AA8409'STATION FROM EXIT 96 ON I-65 (MILE POST 2.10 ON ALA 83)IN EVERGREEN,
 AA8409'DRIVE NORTHWEST ON ALA 83 FOR 0.05 MI (0.08 KM) TO A PAVED COUNTY ROAD
 AA8409'LEFT AND RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA8409'NORTHEAST FOR 0.60 MI (0.97 KM) TO CONECUH COUNTY ROAD NO. 30, TURN
 AA8409'LEFT ON CONECUH COUNTY ROAD NO. 30 AND DRIVE NORTH FOR 2.50 MI (4.02
 AA8409'KM) TO THE STATION ON THE LEFT. THE STATION IS 2.0 FT (0.6 M) WEST OF
 AA8409'THE CREST OF A 4 FT (1.2 M) BACKSLOPE, 26.5 FT (8.1 M) WEST OF THE
 AA8409'CENTERLINE OF CONECUH COUNTY ROAD NO. 30, 72.7 FT (22.2 M) SOUTH OF
 AA8409'THE SOUTH END OF A TWENTY FOUR-INCH CORREGATED METAL PIPE UNDER A
 AA8409'FIELD ROAD, 82.8 FT (25.2 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF
 AA8409'AN OLD BARN, 85.0 FT (25.9 M) SOUTH OF THE CENTER OF A GRAVEL FIELD
 AA8409'ROAD, 106.2 FT (32.4 M) SOUTHEAST OF THE NORTHEAST CORNER OF AN OLD
 AA8409'BARN, 142.6 FT (43.5 M) SOUTH-SOUTHWEST OF A POWER POLE ACROSS THE
 AA8409'ROAD, 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8409'WITH THE GROUND. STATION 18-28 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8409'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8410 ***********************************************************************
 AA8410  DESIGNATION -  18 28
 AA8410  PID         -  AA8410
 AA8410  STATE/COUNTY-  AL/CONECUH
 AA8410  USGS QUAD   -  EVERGREEN (1982)
 AA8410
 AA8410                         *CURRENT SURVEY CONTROL
 AA8410  ___________________________________________________________________
 AA8410* NAD 83(1992)-  31 29 51.82466(N)    086 58 26.88430(W)     ADJUSTED  
 AA8410* NAVD 88     -        96.2    (meters)     316.     (feet)  VERTCON   
 AA8410  ___________________________________________________________________
 AA8410  X           -     287,340.674 (meters)                     COMP
 AA8410  Y           -  -5,435,832.993 (meters)                     COMP
 AA8410  Z           -   3,313,108.196 (meters)                     COMP
 AA8410  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 AA8410  ELLIP HEIGHT-          68.66  (meters)          (07/29/02) GPS OBS
 AA8410  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AA8410
 AA8410  HORZ ORDER  -  FIRST
 AA8410  ELLP ORDER  -  FOURTH    CLASS I
 AA8410
 AA8410.The horizontal coordinates were established by GPS observations
 AA8410.and adjusted by the National Geodetic Survey in September 1995..
 AA8410
 AA8410.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8410
 AA8410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8410
 AA8410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8410
 AA8410.The ellipsoidal height was determined by GPS observations
 AA8410.and is referenced to NAD 83.
 AA8410
 AA8410.The geoid height was determined by GEOID03.
 AA8410
 AA8410;                    North         East     Units Scale Factor Converg.
 AA8410;SPC AL W     -   166,154.726   649,956.638   MT  0.99996410   +0 16 29.1
 AA8410;UTM  16      - 3,484,765.240   502,456.356   MT  0.99960007   +0 00 48.6
 AA8410
 AA8410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8410!SPC AL W     -   0.99998922  x   0.99996410  =   0.99995332
 AA8410!UTM  16      -   0.99998922  x   0.99960007  =   0.99958929
 AA8410
 AA8410:                Primary Azimuth Mark                     Grid Az
 AA8410:SPC AL W     -  18 27                                    181 21 49.1
 AA8410:UTM  16      -  18 27                                    181 37 29.6
 AA8410
 AA8410|---------------------------------------------------------------------|
 AA8410| PID    Reference Object                     Distance      Geod. Az  |
 AA8410|                                                           dddmmss.s |
 AA8410| AA8409 18 27                               APPROX. 0.6 KM 1813818.2 |
 AA8410|---------------------------------------------------------------------|
 AA8410
 AA8410                          SUPERSEDED SURVEY CONTROL
 AA8410
 AA8410  ELLIP H (09/29/95)   68.73   (m)                       GP(       ) 3 2
 AA8410  NGVD 29 (09/29/95)   96.2    (m)          316.     (f) GPS OBS        
 AA8410
 AA8410.Superseded values are not recommended for survey control.
 AA8410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8410.See file dsdata.txt to determine how the superseded data were derived.
 AA8410
 AA8410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0245684765(NAD 83)
 AA8410_MARKER: DD = SURVEY DISK
 AA8410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8410_STAMPING: 18-28 1994
 AA8410_MARK LOGO: ALHD  
 AA8410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8410+STABILITY: SURFACE MOTION
 AA8410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8410+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8410
 AA8410  HISTORY     - Date     Condition        Report By
 AA8410  HISTORY     - 1994     MONUMENTED       ALHD
 AA8410
 AA8410                          STATION DESCRIPTION
 AA8410
 AA8410'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8410'THE STATION IS LOCATED IN CONECUH COUNTY ON THE EAST RIGHT OF WAY OF
 AA8410'CONECUH COUNTY ROAD NO. 30, ABOUT 4.55 MI (7.32 KM) NORTH OF EVERGREEN
 AA8410'AND ABOUT 9.30 MI (14.97 KM) NORTHEAST OF BELLEVILLE. TO REACH THE
 AA8410'STATION FROM EXIT 96 ON I-65 (MILE POST 2.10 ON ALA 83)IN EVERGREEN,
 AA8410'DRIVE NORTHWEST ON ALA 83 FOR 0.05 MI (0.08 KM) TO A PAVED COUNTY ROAD
 AA8410'LEFT AND RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA8410'NORTHEAST FOR 0.60 MI (0.97 KM) TO CONECUH COUNTY ROAD NO. 30, TURN
 AA8410'LEFT ON CONECUH COUNTY ROAD NO. 30 AND DRIVE NORTH FOR 2.85 MI (4.59
 AA8410'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.4 FT (1.0 M) WEST OF
 AA8410'A RUSTY HOG WIRE FENCE WITH THREE STRAND S OF BARBED WIRE ON OLD WOOD
 AA8410'POSTS, 4.0 FT (1.2 M) EAST OF THE CREST OF A 6 FT (1.8 M) BACKSLOPE,
 AA8410'37.0 FT (11.3 M) EAST OF THE CENTERLINE OF CONECUH COUNTY ROAD NO. 30,
 AA8410'102.6 FT (31.3 M) NORTH OF A POWER POLE, 3.2 FT (1.0 M) WEST OF A
 AA8410'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-27
 AA8410'MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8411 ***********************************************************************
 AA8411  DESIGNATION -  18 29
 AA8411  PID         -  AA8411
 AA8411  STATE/COUNTY-  AL/CONECUH
 AA8411  USGS QUAD   -  OLD TOWN (1982)
 AA8411
 AA8411                         *CURRENT SURVEY CONTROL
 AA8411  ___________________________________________________________________
 AA8411* NAD 83(1992)-  31 29 00.23435(N)    086 50 02.20123(W)     ADJUSTED  
 AA8411* NAVD 88     -       115.2    (meters)     378.     (feet)  VERTCON   
 AA8411  ___________________________________________________________________
 AA8411  X           -     300,686.794 (meters)                     COMP
 AA8411  Y           -  -5,435,958.766 (meters)                     COMP
 AA8411  Z           -   3,311,763.273 (meters)                     COMP
 AA8411  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 AA8411  ELLIP HEIGHT-          87.87  (meters)          (07/29/02) GPS OBS
 AA8411  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AA8411
 AA8411  HORZ ORDER  -  FIRST
 AA8411  ELLP ORDER  -  FOURTH    CLASS I
 AA8411
 AA8411.The horizontal coordinates were established by GPS observations
 AA8411.and adjusted by the National Geodetic Survey in September 1995..
 AA8411
 AA8411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8411
 AA8411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8411
 AA8411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8411
 AA8411.The ellipsoidal height was determined by GPS observations
 AA8411.and is referenced to NAD 83.
 AA8411
 AA8411.The geoid height was determined by GEOID03.
 AA8411
 AA8411;                    North         East     Units Scale Factor Converg.
 AA8411;SPC AL W     -   164,638.209   663,284.403   MT  0.99998271   +0 20 52.3
 AA8411;UTM  16      - 3,483,188.571   515,772.116   MT  0.99960307   +0 05 12.2
 AA8411
 AA8411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8411!SPC AL W     -   0.99998620  x   0.99998271  =   0.99996891
 AA8411!UTM  16      -   0.99998620  x   0.99960307  =   0.99958928
 AA8411
 AA8411|---------------------------------------------------------------------|
 AA8411| PID    Reference Object                     Distance      Geod. Az  |
 AA8411|                                                           dddmmss.s |
 AA8411| AA8412 18 30                               395.544 METERS 32004     |
 AA8411|---------------------------------------------------------------------|
 AA8411
 AA8411                          SUPERSEDED SURVEY CONTROL
 AA8411
 AA8411  ELLIP H (09/29/95)   87.94   (m)                       GP(       ) 3 2
 AA8411  NGVD 29 (09/29/95)  115.2    (m)          378.     (f) GPS OBS        
 AA8411
 AA8411.Superseded values are not recommended for survey control.
 AA8411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8411.See file dsdata.txt to determine how the superseded data were derived.
 AA8411
 AA8411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1577283189(NAD 83)
 AA8411_MARKER: DD = SURVEY DISK
 AA8411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8411_STAMPING: 18-29 1994
 AA8411_MARK LOGO: ALHD  
 AA8411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8411+STABILITY: SURFACE MOTION
 AA8411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8411+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8411
 AA8411  HISTORY     - Date     Condition        Report By
 AA8411  HISTORY     - 1994     MONUMENTED       ALHD
 AA8411
 AA8411                          STATION DESCRIPTION
 AA8411
 AA8411'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8411'THE STATION IS LOCATED IN CONECUH COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA8411'OF CONECUH COUNTY ROAD NO. 26, ABOUT 8.10 MI (13.04 KM) NORTHEAST OF
 AA8411'EVERGREEN AND ABOUT 8.10 MI (13.04 KM) SOUTHWEST OF MC KENZIE. TO
 AA8411'REACH THE STATION FROM THE JUNCTION OF U.S. 31 NORTH AND U.S. 84 EAST
 AA8411'(MILE POST 102.10 ON U. S. 31 AND MILE POST 108.60 ON U.S. 84) ABOUT
 AA8411'6.2 MI (10.0 KM) EAST OF EVERGREEN, DRIVE NORTHEAST ON U.S. 31 FOR
 AA8411'3.35 MI (5.39 KM) TO MILE POST 105.45 AND CONECUH COUNTY ROAD NO. 26
 AA8411'ON THE LEFT, TURN LEFT ON CONECUH COUNTY ROAD NO. 26 AND DRIVE
 AA8411'NORTHWEST FOR 2.45 MI (3.94 KM) TO THE STATION ON THE RIGHT. THE
 AA8411'STATION IS 2.5 FT (0.8 M) NORTHEAST OF THE CREST OF AN 8 FT (2.4 M)
 AA8411'BACKSLOPE, 24.6 FT (7.5 M) NORTHEAST OF THE NORTHEAST END OF A TWENTY
 AA8411'FOUR-INCH CONCRETE PIPE UNDER CONECUH COUNTY ROAD NO. 26, 45.0 FT
 AA8411'(13.7 M) NORTHEAST OF THE CENTER OF CONECUH COUNTY ROAD NO. 26, 74.2
 AA8411'FT (22.6 M) NORTH-NORTHEAST OF A BURIED CABLE WARNING SIGN ACROSS THE
 AA8411'ROAD, 87.0 FT (26.5 M) WEST OF THE SOUTHWEST CORNER OF THE FLAT ROCK
 AA8411'VOL. FIRE DEPT. METAL BUILDING, 93.6 FT (28.5 M) SOUTHEAST OF A POWER
 AA8411'LINE GUY POLE, 113.0 FT (34.4 M) WEST OF THE NORTHWEST CORNER OF THE
 AA8411'FLAT ROCK VOL. FIRE DEPT. METAL BUILDING, 1.3 FT (0.4 M) SOUTHWEST OF
 AA8411'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-30
 AA8411'MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2000 ***********************************************************************
 BU2000  DESIGNATION -  18 3
 BU2000  PID         -  BU2000
 BU2000  STATE/COUNTY-  AL/CONECUH
 BU2000  USGS QUAD   -  BROOKLYN (1982)
 BU2000
 BU2000                         *CURRENT SURVEY CONTROL
 BU2000  ___________________________________________________________________
 BU2000* NAD 83(1992)-  31 19 03.80834(N)    086 47 22.36587(W)     ADJUSTED  
 BU2000* NAVD 88     -        54.9    (meters)     180.     (feet)  VERTCON   
 BU2000  ___________________________________________________________________
 BU2000  X           -     305,432.166 (meters)                     COMP
 BU2000  Y           -  -5,445,228.543 (meters)                     COMP
 BU2000  Z           -   3,296,052.659 (meters)                     COMP
 BU2000  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 BU2000  ELLIP HEIGHT-          27.56  (meters)          (07/29/02) GPS OBS
 BU2000  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BU2000
 BU2000  HORZ ORDER  -  FIRST
 BU2000  ELLP ORDER  -  FOURTH    CLASS I
 BU2000
 BU2000.The horizontal coordinates were established by GPS observations
 BU2000.and adjusted by the National Geodetic Survey in December 1992..
 BU2000
 BU2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2000
 BU2000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2000
 BU2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2000
 BU2000.The ellipsoidal height was determined by GPS observations
 BU2000.and is referenced to NAD 83.
 BU2000
 BU2000.The geoid height was determined by GEOID03.
 BU2000
 BU2000;                    North         East     Units Scale Factor Converg.
 BU2000;SPC AL W     -   146,295.929   667,621.665   MT  0.99998971   +0 22 09.5
 BU2000;UTM  16      - 3,464,833.777   520,024.306   MT  0.99960495   +0 06 33.8
 BU2000
 BU2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2000!SPC AL W     -   0.99999567  x   0.99998971  =   0.99998538
 BU2000!UTM  16      -   0.99999567  x   0.99960495  =   0.99960062
 BU2000
 BU2000:                Primary Azimuth Mark                     Grid Az
 BU2000:SPC AL W     -  18 4                                     006 04 25.2
 BU2000:UTM  16      -  18 4                                     006 20 00.9
 BU2000
 BU2000|---------------------------------------------------------------------|
 BU2000| PID    Reference Object                     Distance      Geod. Az  |
 BU2000|                                                           dddmmss.s |
 BU2000| BU2001 18 4                                491.466 METERS 0062634.7 |
 BU2000|---------------------------------------------------------------------|
 BU2000
 BU2000                          SUPERSEDED SURVEY CONTROL
 BU2000
 BU2000  ELLIP H (12/04/92)   27.63   (m)                       GP(       ) 4 1
 BU2000  NAD 83(1986)-  31 19 03.82344(N)    086 47 22.36683(W) AD(       ) 1
 BU2000  NAD 83(1986)-  31 19 03.82267(N)    086 47 22.36537(W) AD(       ) 1
 BU2000  NGVD 29 (12/04/92)   54.9    (m)          180.     (f) GPS OBS        
 BU2000
 BU2000.Superseded values are not recommended for survey control.
 BU2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2000.See file dsdata.txt to determine how the superseded data were derived.
 BU2000
 BU2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2002464834(NAD 83)
 BU2000_MARKER: DD = SURVEY DISK
 BU2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2000_SP_SET: CONCRETE POST
 BU2000_STAMPING: 18-3 1989
 BU2000_MARK LOGO: ALHD  
 BU2000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2000+STABILITY: SURFACE MOTION
 BU2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2000+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BU2000
 BU2000  HISTORY     - Date     Condition        Report By
 BU2000  HISTORY     - 1989     MONUMENTED       ALHD
 BU2000
 BU2000                          STATION DESCRIPTION
 BU2000
 BU2000'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2000'THE STATION IS LOCATED ON THE SOUTHWEST RIGHT OF WAY OF CONECUH COUNTY
 BU2000'ROAD NO. 42, ABOUT 20.60 KM (12.80 MI) SOUTHEAST OF EVERGREEN AND
 BU2000'ABOUT 22.37 KM (13.90 MI) EAST-NORTHEAST OF CASTLEBERRY.  BEFORE USING
 BU2000'THE STATION PLEASE NOTIFY MR. ARTHUR MCCREARY, ROUTE D, BOX 125,
 BU2000'EVERGREEN, AL 36401, TELEPHONE (205)-578-2336.
 BU2000'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 31 AND
 BU2000'CONECUH COUNTY ROAD NO. 6 IN CASTLEBERRY, DRIVE EAST ON CONECUH COUNTY
 BU2000'ROAD NO. 6 FOR 26.55 KM (16.50 MI) TO A PAVED CROSS ROAD WITH CONECUH
 BU2000'COUNTY ROAD NO. 42 LEFT AND RIGHT, TURN LEFT ON CONECUH COUNTY ROAD
 BU2000'NO. 42 AND DRIVE NORTHWEST FOR 7.89 KM (4.90 MI) TO THE STATION ON THE
 BU2000'LEFT.
 BU2000'THE STATION IS SET FLUSH WITH THE GROUND AND IS LOCATED ACROSS CONECUH
 BU2000'COUNTY ROAD NO. 42 FROM MR. ARTHUR MCCREARYS HOUSE, NEAR AN EQUIPMENT
 BU2000'SHED, 11.43 M (37.5 FT) SOUTHWEST OF THE CENTER LINE OF CONECUH COUNTY
 BU2000'ROAD NO. 42, 1.16 M (3.8 FT) NORTHEAST OF A HOG WIRE FENCE WITH TWO
 BU2000'STRANDS OF BARBED WIRE ON WOOD POSTS, 25.15 M (82.5 FT)
 BU2000'NORTH-NORTHWEST OF A FENCE CORNER NEAR AN EQUIPMENT SHED, 26.40 M
 BU2000'(86.6 FT) SOUTH-SOUTHEAST OF A POWER POLE, 25.51 M (83.7 FT)
 BU2000'SOUTH-SOUTHEAST OF A TELEPHONE CABLE PEDESTAL, AND 1.13 M (3.7 FT)
 BU2000'EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 BU2000'STATION 18-4 CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8412 ***********************************************************************
 AA8412  DESIGNATION -  18 30
 AA8412  PID         -  AA8412
 AA8412  STATE/COUNTY-  AL/CONECUH
 AA8412  USGS QUAD   -  OLD TOWN (1982)
 AA8412
 AA8412                         *CURRENT SURVEY CONTROL
 AA8412  ___________________________________________________________________
 AA8412* NAD 83(1992)-  31 29 10.08299(N)    086 50 11.81937(W)     ADJUSTED  
 AA8412* NAVD 88     -       115.9    (meters)     380.     (feet)  VERTCON   
 AA8412  ___________________________________________________________________
 AA8412  X           -     300,424.605 (meters)                     COMP
 AA8412  Y           -  -5,435,815.194 (meters)                     COMP
 AA8412  Z           -   3,312,022.317 (meters)                     COMP
 AA8412  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 AA8412  ELLIP HEIGHT-          88.57  (meters)          (07/29/02) GPS OBS
 AA8412  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AA8412
 AA8412  HORZ ORDER  -  FIRST
 AA8412  ELLP ORDER  -  FOURTH    CLASS I
 AA8412
 AA8412.The horizontal coordinates were established by GPS observations
 AA8412.and adjusted by the National Geodetic Survey in September 1995..
 AA8412
 AA8412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8412
 AA8412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8412
 AA8412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8412
 AA8412.The ellipsoidal height was determined by GPS observations
 AA8412.and is referenced to NAD 83.
 AA8412
 AA8412.The geoid height was determined by GEOID03.
 AA8412
 AA8412;                    North         East     Units Scale Factor Converg.
 AA8412;SPC AL W     -   164,939.992   663,028.715   MT  0.99998231   +0 20 47.4
 AA8412;UTM  16      - 3,483,491.401   515,517.903   MT  0.99960297   +0 05 07.2
 AA8412
 AA8412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8412!SPC AL W     -   0.99998609  x   0.99998231  =   0.99996840
 AA8412!UTM  16      -   0.99998609  x   0.99960297  =   0.99958907
 AA8412
 AA8412|---------------------------------------------------------------------|
 AA8412| PID    Reference Object                     Distance      Geod. Az  |
 AA8412|                                                           dddmmss.s |
 AA8412| AA8411 18 29                               395.544 METERS 14004     |
 AA8412|---------------------------------------------------------------------|
 AA8412
 AA8412                          SUPERSEDED SURVEY CONTROL
 AA8412
 AA8412  ELLIP H (09/29/95)   88.64   (m)                       GP(       ) 3 2
 AA8412  NGVD 29 (09/29/95)  115.9    (m)          380.     (f) GPS OBS        
 AA8412
 AA8412.Superseded values are not recommended for survey control.
 AA8412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8412.See file dsdata.txt to determine how the superseded data were derived.
 AA8412
 AA8412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1551883491(NAD 83)
 AA8412_MARKER: DD = SURVEY DISK
 AA8412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8412_STAMPING: 18-30 1994
 AA8412_MARK LOGO: ALHD  
 AA8412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8412+STABILITY: SURFACE MOTION
 AA8412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8412+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8412
 AA8412  HISTORY     - Date     Condition        Report By
 AA8412  HISTORY     - 1994     MONUMENTED       ALHD
 AA8412
 AA8412                          STATION DESCRIPTION
 AA8412
 AA8412'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8412'THE STATION IS LOCATED IN CONECUH COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA8412'OF CONECUH COUNTY ROAD NO. 26, ABOUT 8.05 MI (12.95 KM) NORTHEAST OF
 AA8412'EVERGREEN AND ABOUT 8.10 MI (13.04 KM) SOUTHWEST OF MC KENZIE. TO
 AA8412'REACH THE STATION FROM THE JUNCTION OF U.S. 31 NORTH AND U.S. 84 EAST
 AA8412'(MILE POST 102.10 ON U.S. 31 AND MILE POST 108.60 ON U.S. 84) ABOUT
 AA8412'6.2 MI (10.0 KM) EAST OF EVERGREEN, DRIVE NORTHEAST ON U.S. 31 FOR
 AA8412'3.35 MI (5.39 KM) TO MILE POST 105.45 AND CONECUH COUNTY ROAD NO. 26
 AA8412'ON THE LEFT, TURN LEFT ON CONECUH COUNTY ROAD NO. 26 AND DRIVE
 AA8412'NORTHWEST FOR 2.75 MI (4.43 KM) TO THE STATION ON THE RIGHT. THE
 AA8412'STATION IS 2.9 FT (0.9 M) SOUTHWEST OF A FIVE STRAND BARBED WIRE FENCE
 AA8412'ON SPLIT WOOD POSTS, 36.0 FT (11.0 M) NORTHEAST OF THE CENTERLINE OF
 AA8412'CONECUH COUNTY ROAD NO. 26, 84.5 FT (25.8 M) NORTHWEST OF THE
 AA8412'SOUTHEAST CORNER OF THE FENCE, 230.0 FT (70.1 M) NORTH-NORTHWEST OF A
 AA8412'TRANSFORMER POWER POLE ACROSS THE ROAD, 230.0 FT (70.1 M)
 AA8412'NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 127 ACROSS THE ROAD,
 AA8412'236.3 FT (72.0 M) NORTH-NORTHWEST OF A BURIED CABLE WARNING SIGN
 AA8412'ACROSS THE ROAD, 2.8 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST,
 AA8412'AND SET FLUSH WITH THE GROUND. STATION 18-29 MAY BE USED AS AN AZIMUTH
 AA8412'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8413 ***********************************************************************
 AA8413  DESIGNATION -  18 31
 AA8413  PID         -  AA8413
 AA8413  STATE/COUNTY-  AL/CONECUH
 AA8413  USGS QUAD   -  MC KENZIE (1986)
 AA8413
 AA8413                         *CURRENT SURVEY CONTROL
 AA8413  ___________________________________________________________________
 AA8413* NAD 83(1992)-  31 30 29.85977(N)    086 44 19.30367(W)     ADJUSTED  
 AA8413* NAVD 88     -       117.6    (meters)     386.     (feet)  VERTCON   
 AA8413  ___________________________________________________________________
 AA8413  X           -     309,641.267 (meters)                     COMP
 AA8413  Y           -  -5,434,013.708 (meters)                     COMP
 AA8413  Z           -   3,314,118.366 (meters)                     COMP
 AA8413  LAPLACE CORR-           1.94  (seconds)                    DEFLEC99
 AA8413  ELLIP HEIGHT-          90.39  (meters)          (07/29/02) GPS OBS
 AA8413  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AA8413
 AA8413  HORZ ORDER  -  FIRST
 AA8413  ELLP ORDER  -  FOURTH    CLASS I
 AA8413
 AA8413.The horizontal coordinates were established by GPS observations
 AA8413.and adjusted by the National Geodetic Survey in September 1995..
 AA8413
 AA8413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8413
 AA8413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8413
 AA8413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8413
 AA8413.The ellipsoidal height was determined by GPS observations
 AA8413.and is referenced to NAD 83.
 AA8413
 AA8413.The geoid height was determined by GEOID03.
 AA8413
 AA8413;                    North         East     Units Scale Factor Converg.
 AA8413;SPC AL W     -   167,457.427   672,315.465   MT  0.99999781   +0 23 52.4
 AA8413;UTM  16      - 3,485,965.514   524,812.456   MT  0.99960759   +0 08 11.6
 AA8413
 AA8413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8413!SPC AL W     -   0.99998581  x   0.99999781  =   0.99998362
 AA8413!UTM  16      -   0.99998581  x   0.99960759  =   0.99959340
 AA8413
 AA8413                          SUPERSEDED SURVEY CONTROL
 AA8413
 AA8413  ELLIP H (09/29/95)   90.46   (m)                       GP(       ) 3 2
 AA8413  NGVD 29 (09/29/95)  117.6    (m)          386.     (f) GPS OBS        
 AA8413
 AA8413.Superseded values are not recommended for survey control.
 AA8413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8413.See file dsdata.txt to determine how the superseded data were derived.
 AA8413
 AA8413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2481285966(NAD 83)
 AA8413_MARKER: DD = SURVEY DISK
 AA8413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8413_STAMPING: 18-31 1994
 AA8413_MARK LOGO: ALHD  
 AA8413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8413+STABILITY: SURFACE MOTION
 AA8413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8413+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8413
 AA8413  HISTORY     - Date     Condition        Report By
 AA8413  HISTORY     - 1994     MONUMENTED       ALHD
 AA8413
 AA8413                          STATION DESCRIPTION
 AA8413
 AA8413'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8413'THE STATION IS LOCATED IN CONECUH COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8413'OF CONECUH COUNTY ROAD NO. 47, ABOUT 2.70 MI (4.35 KM) SOUTHWEST OF MC
 AA8413'KENZIE AND ABOUT 13.90 MI (22.37 KM) EAST-NORTHEAST OF EVERGREEN. TO
 AA8413'REACH THE STATION FROM THE JUNCTION OF U.S. 31 NORTH AND U.S. 84 EAST
 AA8413'(MILE POST 108.60 ON U.S. 84 AND MILE POST 102.10 ON U.S. 31) ABOUT
 AA8413'6.2 MI (10.0 KM) EAST OF EVERGREEN, DRIVE EAST ON U.S. 84 FOR 8.55 MI
 AA8413'(13.76 KM) TO MILE POST 117.15 AND CONECUH COUNTY ROAD NO. 47 ON THE
 AA8413'LEFT, TURN LEFT ON CONECUH COUNTY ROAD NO. 47 AND DRIVE NORTH FOR 3.25
 AA8413'MI (5.23 KM) TO CONECUH COUNTY ROAD NO. 24 LEFT AND RIGHT AT A FOUR
 AA8413'WAY STOP, CONTINUE NORTH ON CONECUH COUNTY ROAD NO. 47 FOR 4.50 MI
 AA8413'(7.24 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA8413'NORTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS,
 AA8413'25.6 FT (7.8 M) SOUTHEAST OF THE CENTERLINE OF CONECUH COUNTY ROAD NO.
 AA8413'47, 74.9 FT (22.8 M) SOUTHWEST OF THE SOUTHWEST CROSS TIE POST OF A
 AA8413'DOUBLE RUSTY PIPE GATE, 93.3 FT (28.4 M) SOUTHWEST OF THE NORTHEAST
 AA8413'CROSS TIE POST OF A RUSTY DOUBLE PIPE GATE AND A FENCE JUNCTION, 3.2
 AA8413'FT (1.0 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA8413'THE GROUND. STATION 18-32 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8414 ***********************************************************************
 AA8414  DESIGNATION -  18 32
 AA8414  PID         -  AA8414
 AA8414  STATE/COUNTY-  AL/CONECUH
 AA8414  USGS QUAD   -  MC KENZIE (1986)
 AA8414
 AA8414                         *CURRENT SURVEY CONTROL
 AA8414  ___________________________________________________________________
 AA8414* NAD 83(1992)-  31 30 46.95790(N)    086 43 56.79703(W)     ADJUSTED  
 AA8414* NAVD 88     -       111.5    (meters)     366.     (feet)  VERTCON   
 AA8414  ___________________________________________________________________
 AA8414  X           -     310,218.217 (meters)                     COMP
 AA8414  Y           -  -5,433,699.936 (meters)                     COMP
 AA8414  Z           -   3,314,564.167 (meters)                     COMP
 AA8414  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AA8414  ELLIP HEIGHT-          84.33  (meters)          (07/29/02) GPS OBS
 AA8414  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AA8414
 AA8414  HORZ ORDER  -  FIRST
 AA8414  ELLP ORDER  -  FOURTH    CLASS I
 AA8414
 AA8414.The horizontal coordinates were established by GPS observations
 AA8414.and adjusted by the National Geodetic Survey in September 1995..
 AA8414
 AA8414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8414
 AA8414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8414
 AA8414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8414
 AA8414.The ellipsoidal height was determined by GPS observations
 AA8414.and is referenced to NAD 83.
 AA8414
 AA8414.The geoid height was determined by GEOID03.
 AA8414
 AA8414;                    North         East     Units Scale Factor Converg.
 AA8414;SPC AL W     -   167,988.169   672,905.649   MT  0.99999887   +0 24 04.4
 AA8414;UTM  16      - 3,486,493.352   525,404.824   MT  0.99960796   +0 08 23.5
 AA8414
 AA8414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8414!SPC AL W     -   0.99998676  x   0.99999887  =   0.99998563
 AA8414!UTM  16      -   0.99998676  x   0.99960796  =   0.99959472
 AA8414
 AA8414                          SUPERSEDED SURVEY CONTROL
 AA8414
 AA8414  ELLIP H (09/29/95)   84.39   (m)                       GP(       ) 3 2
 AA8414  NGVD 29 (09/29/95)  111.5    (m)          366.     (f) GPS OBS        
 AA8414
 AA8414.Superseded values are not recommended for survey control.
 AA8414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8414.See file dsdata.txt to determine how the superseded data were derived.
 AA8414
 AA8414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2540586493(NAD 83)
 AA8414_MARKER: DD = SURVEY DISK
 AA8414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8414_STAMPING: 18-32 1994
 AA8414_MARK LOGO: ALHD  
 AA8414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8414+STABILITY: SURFACE MOTION
 AA8414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8414+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8414
 AA8414  HISTORY     - Date     Condition        Report By
 AA8414  HISTORY     - 1994     MONUMENTED       ALHD
 AA8414
 AA8414                          STATION DESCRIPTION
 AA8414
 AA8414'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8414'THE STATION IS LOCATED IN CONECUH COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA8414'OF CONECUH COUNTY ROAD NO. 47, ABOUT 2.20 MI (3.54 KM) SOUTHWEST OF MC
 AA8414'KENZIE AND ABOUT 14.40 MI (23.17 KM) EAST-NORTHEAST OF EVERGREEN. TO
 AA8414'REACH THE STATION FROM THE JUNCTION OF U.S. 31 NORTH AND U.S. 84 EAST
 AA8414'(MILE POST 108.60 ON U.S. 84 AND MILE POST 102.10 ON U.S. 31) ABOUT
 AA8414'6.2 MI (10.0 KM) EAST OF EVERGREEN, DRIVE EAST ON U.S. 84 FOR 8.55 MI
 AA8414'(13.76 KM) TO MILE POST 117.15 AND CONECUH COUNTY ROAD NO. 47 ON THE
 AA8414'LEFT, TURN LEFT ON CONECUH COUNTY ROAD NO. 47 AND DRIVE NORTH FOR 3.25
 AA8414'MI (5.23 KM) TO CONECUH COUNTY ROAD NO. 24 LEFT AND RIGHT AT A FOUR
 AA8414'WAY STOP, CONTINUE NORTH ON CONECUH COUNTY ROAD NO. 47 FOR 5.00 MI
 AA8414'(8.05 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.5 FT (0.8 M)
 AA8414'NORTHWEST OF THE CREST OF A 6 FT (1.8 M) BACKSLOPE, 31.3 FT (9.5 M)
 AA8414'NORTHWEST OF THE CENTERLINE OF CONECUH COUNTY ROAD NO. 47, 218.4 FT
 AA8414'(66.6 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 52 ACROSS THE
 AA8414'ROAD, 1.7 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA8414'FLUSH WITH THE GROUND. STATION 18-31 MAY BE USED AS AN AZIMUTH FOR
 AA8414'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8415 ***********************************************************************
 AA8415  DESIGNATION -  18 33
 AA8415  PID         -  AA8415
 AA8415  STATE/COUNTY-  AL/CONECUH
 AA8415  USGS QUAD   -  EVERGREEN (1982)
 AA8415
 AA8415                         *CURRENT SURVEY CONTROL
 AA8415  ___________________________________________________________________
 AA8415* NAD 83(1992)-  31 24 19.24320(N)    086 52 50.76272(W)     ADJUSTED  
 AA8415* NAVD 88     -       114.7    (meters)     376.     (feet)  VERTCON   
 AA8415  ___________________________________________________________________
 AA8415  X           -     296,490.017 (meters)                     COMP
 AA8415  Y           -  -5,440,710.240 (meters)                     COMP
 AA8415  Z           -   3,304,379.470 (meters)                     COMP
 AA8415  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 AA8415  ELLIP HEIGHT-          87.28  (meters)          (07/29/02) GPS OBS
 AA8415  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA8415
 AA8415  HORZ ORDER  -  FIRST
 AA8415  ELLP ORDER  -  FOURTH    CLASS I
 AA8415
 AA8415.The horizontal coordinates were established by GPS observations
 AA8415.and adjusted by the National Geodetic Survey in September 1995..
 AA8415
 AA8415.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8415
 AA8415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8415
 AA8415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8415
 AA8415.The ellipsoidal height was determined by GPS observations
 AA8415.and is referenced to NAD 83.
 AA8415
 AA8415.The geoid height was determined by GEOID03.
 AA8415
 AA8415;                    North         East     Units Scale Factor Converg.
 AA8415;SPC AL W     -   155,958.189   658,884.320   MT  0.99997608   +0 19 21.7
 AA8415;UTM  16      - 3,474,531.938   511,334.236   MT  0.99960158   +0 03 43.7
 AA8415
 AA8415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8415!SPC AL W     -   0.99998629  x   0.99997608  =   0.99996238
 AA8415!UTM  16      -   0.99998629  x   0.99960158  =   0.99958788
 AA8415
 AA8415:                Primary Azimuth Mark                     Grid Az
 AA8415:SPC AL W     -  18 34                                    333 02 56.0
 AA8415:UTM  16      -  18 34                                    333 18 34.0
 AA8415
 AA8415|---------------------------------------------------------------------|
 AA8415| PID    Reference Object                     Distance      Geod. Az  |
 AA8415|                                                           dddmmss.s |
 AA8415| AA8416 18 34                               APPROX. 0.5 KM 3332217.7 |
 AA8415|---------------------------------------------------------------------|
 AA8415
 AA8415                          SUPERSEDED SURVEY CONTROL
 AA8415
 AA8415  ELLIP H (09/29/95)   87.35   (m)                       GP(       ) 3 2
 AA8415  NGVD 29 (09/29/95)  114.7    (m)          376.     (f) GPS OBS        
 AA8415
 AA8415.Superseded values are not recommended for survey control.
 AA8415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8415.See file dsdata.txt to determine how the superseded data were derived.
 AA8415
 AA8415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1133474532(NAD 83)
 AA8415_MARKER: DD = SURVEY DISK
 AA8415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8415_STAMPING: 18-33 1994
 AA8415_MARK LOGO: ALHD  
 AA8415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8415+STABILITY: SURFACE MOTION
 AA8415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8415+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8415
 AA8415  HISTORY     - Date     Condition        Report By
 AA8415  HISTORY     - 1994     MONUMENTED       ALHD
 AA8415
 AA8415                          STATION DESCRIPTION
 AA8415
 AA8415'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8415'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA8415'CONECUH COUNTY ROAD NO. 42, ABOUT 4.85 MI (7.81 KM) SOUTHEAST OF
 AA8415'EVERGREEN AND ABOUT 11.10 MI (17.86 KM) NORTHEAST OF CASTLEBERRY. TO
 AA8415'REACH THE STATION FROM THE JUNCTION OF U.S. 31 NORTH AND U.S. 84 EAST
 AA8415'(MILE POST 102.10 ON U. S. 31 AND MILE POST 108.60 ON U.S. 84) ABOUT
 AA8415'6.2 MILES (10.0 KM) EAST OF EVERGREEN, DRIVE WEST ON U.S. 31 AND U.S.
 AA8415'84 FOR 0.70 MI (1.13 KM) TO MILE POST 101.40 AND CONECUH COUNTY ROAD
 AA8415'NO. 35 ON THE LEFT, TURN LEFT ON CONECUH COUNTY ROAD NO. 35 AND DRIVE
 AA8415'SOUTHWEST FOR 1.75 MI (2.82 KM) TO CONECUH COUNTY ROAD NO. 42 LEFT AND
 AA8415'RIGHT, TURN LEFT ON CONECUH COUNTY ROAD NO. 42 AND DRIVE SOUTHEAST FOR
 AA8415'0.75 MI (1.21 KM) TO THE STATION ON THE RIGHT. THE STATION IS 34.7 FT
 AA8415'(10.6 M) WEST-SOUTHWEST OF THE CENTER OF CONECUH COUNTY ROAD NO. 42,
 AA8415'66.1 FT (20.1 M) SOUTH-SOUTHEAST OF A POWER POLE, 159.5 FT (48.6 M)
 AA8415'WEST-NORTHWEST OF A FENCE CORNER ACROSS THE ROAD, 2.2 FT (0.7 M)
 AA8415'EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8415'GROUND. STATION 18-34 MAY BE USED AS AN AZINUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8416 ***********************************************************************
 AA8416  DESIGNATION -  18 34
 AA8416  PID         -  AA8416
 AA8416  STATE/COUNTY-  AL/CONECUH
 AA8416  USGS QUAD   -  EVERGREEN (1982)
 AA8416
 AA8416                         *CURRENT SURVEY CONTROL
 AA8416  ___________________________________________________________________
 AA8416* NAD 83(1992)-  31 24 34.91585(N)    086 52 59.92500(W)     ADJUSTED  
 AA8416* NAVD 88     -       118.3    (meters)     388.     (feet)  VERTCON   
 AA8416  ___________________________________________________________________
 AA8416  X           -     296,234.829 (meters)                     COMP
 AA8416  Y           -  -5,440,475.261 (meters)                     COMP
 AA8416  Z           -   3,304,793.309 (meters)                     COMP
 AA8416  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 AA8416  ELLIP HEIGHT-          90.84  (meters)          (07/29/02) GPS OBS
 AA8416  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA8416
 AA8416  HORZ ORDER  -  FIRST
 AA8416  ELLP ORDER  -  FOURTH    CLASS I
 AA8416
 AA8416.The horizontal coordinates were established by GPS observations
 AA8416.and adjusted by the National Geodetic Survey in September 1995..
 AA8416
 AA8416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8416
 AA8416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8416
 AA8416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8416
 AA8416.The ellipsoidal height was determined by GPS observations
 AA8416.and is referenced to NAD 83.
 AA8416
 AA8416.The geoid height was determined by GEOID03.
 AA8416
 AA8416;                    North         East     Units Scale Factor Converg.
 AA8416;SPC AL W     -   156,439.512   658,639.591   MT  0.99997573   +0 19 17.0
 AA8416;UTM  16      - 3,475,014.188   511,091.789   MT  0.99960152   +0 03 38.9
 AA8416
 AA8416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8416!SPC AL W     -   0.99998574  x   0.99997573  =   0.99996147
 AA8416!UTM  16      -   0.99998574  x   0.99960152  =   0.99958726
 AA8416
 AA8416:                Primary Azimuth Mark                     Grid Az
 AA8416:SPC AL W     -  18 33                                    153 02 55.9
 AA8416:UTM  16      -  18 33                                    153 18 34.0
 AA8416
 AA8416|---------------------------------------------------------------------|
 AA8416| PID    Reference Object                     Distance      Geod. Az  |
 AA8416|                                                           dddmmss.s |
 AA8416| AA8415 18 33                               APPROX. 0.5 KM 1532212.9 |
 AA8416|---------------------------------------------------------------------|
 AA8416
 AA8416                          SUPERSEDED SURVEY CONTROL
 AA8416
 AA8416  ELLIP H (09/29/95)   90.91   (m)                       GP(       ) 3 2
 AA8416  NGVD 29 (09/29/95)  118.3    (m)          388.     (f) GPS OBS        
 AA8416
 AA8416.Superseded values are not recommended for survey control.
 AA8416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8416.See file dsdata.txt to determine how the superseded data were derived.
 AA8416
 AA8416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1109275014(NAD 83)
 AA8416_MARKER: DD = SURVEY DISK
 AA8416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8416_STAMPING: 18-34 1994
 AA8416_MARK LOGO: ALHD  
 AA8416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8416+STABILITY: SURFACE MOTION
 AA8416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8416+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8416
 AA8416  HISTORY     - Date     Condition        Report By
 AA8416  HISTORY     - 1994     MONUMENTED       ALHD
 AA8416
 AA8416                          STATION DESCRIPTION
 AA8416
 AA8416'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8416'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA8416'CONECUH COUNTY ROAD NO. 42, ABOUT 4.60 MI (7.40 KM) SOUTHEAST OF
 AA8416'EVERGREEN AND ABOUT 11.20 MI (18.02 KM) NORTHEAST OF CASTLEBERRY. TO
 AA8416'REACH THE STATION FROM THE JUNCTION OF U.S. 31 NORTH AND U.S. 84 EAST
 AA8416'(MILE POST 102.10 ON U. S. 31 AND MILE POST 108.60 ON U.S. 84) ABOUT
 AA8416'6.2 MILES (10.0 KM) EAST OF EVERGREEN, DRIVE WEST ON U.S. 31 AND U.S.
 AA8416'84 FOR 0.70 MI (1.13 KM) TO MILE POST 101.40 AND CONECUH COUNTY ROAD
 AA8416'NO. 35 ON THE LEFT, TURN LEFT ON CONECUH COUNTY ROAD NO. 35 AND DRIVE
 AA8416'SOUTHWEST FOR 1.75 MI (2.82 KM) TO CONECUH COUNTY ROAD NO. 42 LEFT AND
 AA8416'RIGHT, TURN LEFT ON CONECUH COUNTY ROAD NO. 42 AND DRIVE SOUTHEAST FOR
 AA8416'0.40 MI (0.64 KM) TO THE STATION ON THE RIGHT. THE STATION IS 4.5 FT
 AA8416'(1.4 M) EAST-NORTHEAST OF A THREE STRAND BARBED WIRE FENCE ON WOOD
 AA8416'POSTS, 19.0 FT (5.8 M) NORTH-NORTHWEST OF A TELEPHONE CABLE PEDESTAL,
 AA8416'19.1 FT (5.8 M) NORTH-NORTHWEST OF A BURIED CABLE WARNING SIGN, 36.7
 AA8416'FT (11.2 M) WEST-SOUTHWEST OF THE CENTER OF CONECUH COUNTY ROAD NO.
 AA8416'42, 52.5 FT (16.0 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE,
 AA8416'57.3 FT (17.5 M) SOUTHEAST OF THE SOUTHEAST CROSS TIE POST OF A METAL
 AA8416'GATE, 90.8 FT (27.7 M) NORTH-NORTHWEST OF A POWER POLE, 4.2 FT (1.3 M)
 AA8416'EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8416'GROUND. STATION 18-33 MAY BE USED AS AN AZINUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8417 ***********************************************************************
 AA8417  DESIGNATION -  18 35
 AA8417  PID         -  AA8417
 AA8417  STATE/COUNTY-  AL/CONECUH
 AA8417  USGS QUAD   -  EVERGREEN (1982)
 AA8417
 AA8417                         *CURRENT SURVEY CONTROL
 AA8417  ___________________________________________________________________
 AA8417* NAD 83(1992)-  31 23 08.13677(N)    086 56 50.00924(W)     ADJUSTED  
 AA8417* NAVD 88     -        76.8    (meters)     252.     (feet)  VERTCON   
 AA8417  ___________________________________________________________________
 AA8417  X           -     290,238.167 (meters)                     COMP
 AA8417  Y           -  -5,442,157.279 (meters)                     COMP
 AA8417  Z           -   3,302,490.242 (meters)                     COMP
 AA8417  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AA8417  ELLIP HEIGHT-          49.20  (meters)          (07/29/02) GPS OBS
 AA8417  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AA8417
 AA8417  HORZ ORDER  -  FIRST
 AA8417  ELLP ORDER  -  FOURTH    CLASS I
 AA8417
 AA8417.The horizontal coordinates were established by GPS observations
 AA8417.and adjusted by the National Geodetic Survey in September 1995..
 AA8417
 AA8417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8417
 AA8417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8417
 AA8417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8417
 AA8417.The ellipsoidal height was determined by GPS observations
 AA8417.and is referenced to NAD 83.
 AA8417
 AA8417.The geoid height was determined by GEOID03.
 AA8417
 AA8417;                    North         East     Units Scale Factor Converg.
 AA8417;SPC AL W     -   153,734.601   652,575.640   MT  0.99996742   +0 17 16.4
 AA8417;UTM  16      - 3,472,337.867   505,017.855   MT  0.99960031   +0 01 38.9
 AA8417
 AA8417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8417!SPC AL W     -   0.99999227  x   0.99996742  =   0.99995969
 AA8417!UTM  16      -   0.99999227  x   0.99960031  =   0.99959259
 AA8417
 AA8417:                Primary Azimuth Mark                     Grid Az
 AA8417:SPC AL W     -  18 36                                    352 46 36.8
 AA8417:UTM  16      -  18 36                                    353 02 14.3
 AA8417
 AA8417|---------------------------------------------------------------------|
 AA8417| PID    Reference Object                     Distance      Geod. Az  |
 AA8417|                                                           dddmmss.s |
 AA8417| AA8418 18 36                               411.937 METERS 3530353.2 |
 AA8417|---------------------------------------------------------------------|
 AA8417
 AA8417                          SUPERSEDED SURVEY CONTROL
 AA8417
 AA8417  ELLIP H (09/29/95)   49.28   (m)                       GP(       ) 3 2
 AA8417  NGVD 29 (09/29/95)   76.8    (m)          252.     (f) GPS OBS        
 AA8417
 AA8417.Superseded values are not recommended for survey control.
 AA8417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8417.See file dsdata.txt to determine how the superseded data were derived.
 AA8417
 AA8417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0501872338(NAD 83)
 AA8417_MARKER: DD = SURVEY DISK
 AA8417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8417_STAMPING: 18-35 1994
 AA8417_MARK LOGO: ALHD  
 AA8417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8417+STABILITY: SURFACE MOTION
 AA8417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8417+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8417
 AA8417  HISTORY     - Date     Condition        Report By
 AA8417  HISTORY     - 1994     MONUMENTED       ALHD
 AA8417
 AA8417                          STATION DESCRIPTION
 AA8417
 AA8417'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8417'THE STATION IS LOCATED IN CONECUH COUNTY ON THE EAST RIGHT OF WAY OF
 AA8417'CONECUH COUNTY ROAD NO. 29, ABOUT 3.30 MI (5.31 KM) SOUTH OF EVERGREEN
 AA8417'AND ABOUT 7.50 MI (12.07 KM) NORTH-NORTHEAST OF CASTLEBERRY. TO REACH
 AA8417'THE STATION FROM THE JUNCTION OF U.S. 31, U.S. 84 AND ALA 83 (MILE
 AA8417'POST 95.75 ON U.S. 31 AND U.S. 84 AND MILE POST 0.00 ON ALA 83) AT A
 AA8417'TRAFFIC LIGHT IN EVERGREEN, DRIVE SOUTHWEST ON U.S. 31 AND U.S. 84 FOR
 AA8417'0.20 MI (0.32 KM) TO BELLEVILLE STREET ON THE LEFT, TURN LEFT ON
 AA8417'BELLEVILLE STREET AND DRIVE SOUTHEAST FOR 0.20 MI (0.32 KM) TO BRUNER
 AA8417'AVE (CONECUH COUNTY ROAD NO. 29) ON THE RIGHT, TURN RIGHT ON BRUNER
 AA8417'AVE AND DRIVE SOUTH FOR 2.15 MI (3.46 KM) TO CONECUH COUNTY ROAD NO.
 AA8417'25 ON THE RIGHT, CONTINUE SOUTH ON CONECUH COUNTY ROAD NO. 29 FOR 1.15
 AA8417'MI (1.85 KM) TO THE STATION ON THE LEFT. THE STATION IS 43.1 FT (13.1
 AA8417'M) EAST OF THE CENTER OF CONECUH COUNTY ROAD NO. 29, 107.5 FT (32.8 M)
 AA8417'SOUTH OF THE SOUTH POST OF A METAL GATE, 156.9 FT (47.8 M) SOUTH OF A
 AA8417'JUNCTION POWER POLE WITH ONE GUY WIRE, 3.2 FT (1.0 M) WEST OF A
 AA8417'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-36
 AA8417'MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8418 ***********************************************************************
 AA8418  DESIGNATION -  18 36
 AA8418  PID         -  AA8418
 AA8418  STATE/COUNTY-  AL/CONECUH
 AA8418  USGS QUAD   -  EVERGREEN (1982)
 AA8418
 AA8418                         *CURRENT SURVEY CONTROL
 AA8418  ___________________________________________________________________
 AA8418* NAD 83(1992)-  31 23 21.41396(N)    086 56 51.89187(W)     ADJUSTED  
 AA8418* NAVD 88     -        72.1    (meters)     237.     (feet)  VERTCON   
 AA8418  ___________________________________________________________________
 AA8418  X           -     290,176.942 (meters)                     COMP
 AA8418  Y           -  -5,441,943.263 (meters)                     COMP
 AA8418  Z           -   3,302,836.891 (meters)                     COMP
 AA8418  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AA8418  ELLIP HEIGHT-          44.52  (meters)          (07/29/02) GPS OBS
 AA8418  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AA8418
 AA8418  HORZ ORDER  -  FIRST
 AA8418  ELLP ORDER  -  FOURTH    CLASS I
 AA8418
 AA8418.The horizontal coordinates were established by GPS observations
 AA8418.and adjusted by the National Geodetic Survey in September 1995..
 AA8418
 AA8418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8418
 AA8418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8418
 AA8418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8418
 AA8418.The ellipsoidal height was determined by GPS observations
 AA8418.and is referenced to NAD 83.
 AA8418
 AA8418.The geoid height was determined by GEOID03.
 AA8418
 AA8418;                    North         East     Units Scale Factor Converg.
 AA8418;SPC AL W     -   154,143.256   652,523.847   MT  0.99996735   +0 17 15.5
 AA8418;UTM  16      - 3,472,746.603   504,967.939   MT  0.99960030   +0 01 38.0
 AA8418
 AA8418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8418!SPC AL W     -   0.99999301  x   0.99996735  =   0.99996036
 AA8418!UTM  16      -   0.99999301  x   0.99960030  =   0.99959331
 AA8418
 AA8418:                Primary Azimuth Mark                     Grid Az
 AA8418:SPC AL W     -  18 35                                    172 46 36.7
 AA8418:UTM  16      -  18 35                                    173 02 14.2
 AA8418
 AA8418|---------------------------------------------------------------------|
 AA8418| PID    Reference Object                     Distance      Geod. Az  |
 AA8418|                                                           dddmmss.s |
 AA8418| AA8417 18 35                               411.937 METERS 1730352.2 |
 AA8418|---------------------------------------------------------------------|
 AA8418
 AA8418                          SUPERSEDED SURVEY CONTROL
 AA8418
 AA8418  ELLIP H (09/29/95)   44.60   (m)                       GP(       ) 3 2
 AA8418  NGVD 29 (09/29/95)   72.1    (m)          237.     (f) GPS OBS        
 AA8418
 AA8418.Superseded values are not recommended for survey control.
 AA8418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8418.See file dsdata.txt to determine how the superseded data were derived.
 AA8418
 AA8418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0496872747(NAD 83)
 AA8418_MARKER: DD = SURVEY DISK
 AA8418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8418_STAMPING: 18-36 1994
 AA8418_MARK LOGO: ALHD  
 AA8418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8418+STABILITY: SURFACE MOTION
 AA8418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8418+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8418
 AA8418  HISTORY     - Date     Condition        Report By
 AA8418  HISTORY     - 1994     MONUMENTED       ALHD
 AA8418
 AA8418                          STATION DESCRIPTION
 AA8418
 AA8418'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8418'THE STATION IS LOCATED IN CONECUH COUNTY ON THE EAST RIGHT OF WAY OF
 AA8418'CONECUH COUNTY ROAD NO. 29, ABOUT 3.05 MI (4.91 KM) SOUTH OF EVERGREEN
 AA8418'AND ABOUT 7.70 MI (12.39 KM) NORTH-NORTHEAST OF CASTLEBERRY. TO REACH
 AA8418'THE STATION FROM THE JUNCTION OF U.S. 31, U.S. 84 AND ALA 83 (MILE
 AA8418'POST 95.75 ON U.S. 31 AND U.S. 84 AND MILE POST 0.00 ON ALA 83) AT A
 AA8418'TRAFFIC LIGHT IN EVERGREEN, DRIVE SOUTHWEST ON U.S. 31 AND U.S. 84 FOR
 AA8418'0.20 MI (0.32 KM) TO BELLEVILLE STREET ON THE LEFT, TURN LEFT ON
 AA8418'BELLEVILLE STREET AND DRIVE SOUTHEAST FOR 0.20 MI (0.32 KM) TO BRUNER
 AA8418'AVE (CONECUH COUNTY ROAD NO. 29) ON THE RIGHT, TURN RIGHT ON BRUNER
 AA8418'AVE AND DRIVE SOUTH FOR 2.15 MI (3.46 KM) TO CONECUH COUNTY ROAD NO.
 AA8418'25 ON THE RIGHT, CONTINUE SOUTH ON CONECUH COUNTY ROAD NO. 29 FOR 0.90
 AA8418'MI (1.45 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.3 FT (1.0 M)
 AA8418'WEST OF A MOSTLY DOWN BARBED WIRE FENCE ON TREATED WOOD POSTS, 45.6 FT
 AA8418'(13.9 M) EAST OF THE CENTER OF CONECUH COUNTY ROAD NO. 29, 97.6 FT
 AA8418'(29.7 M) SOUTH OF A POWER POLE WITH ONE GUY WIRE, 3.1 FT (0.9 M) WEST
 AA8418'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8418'18-35 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8419 ***********************************************************************
 AA8419  DESIGNATION -  18 37
 AA8419  PID         -  AA8419
 AA8419  STATE/COUNTY-  AL/CONECUH
 AA8419  USGS QUAD   -  NYMPH (1982)
 AA8419
 AA8419                         *CURRENT SURVEY CONTROL
 AA8419  ___________________________________________________________________
 AA8419* NAD 83(1992)-  31 17 47.83784(N)    086 58 12.01193(W)     ADJUSTED  
 AA8419* NAVD 88     -        91.8    (meters)     301.     (feet)  VERTCON   
 AA8419  ___________________________________________________________________
 AA8419  X           -     288,346.457 (meters)                     COMP
 AA8419  Y           -  -5,447,408.913 (meters)                     COMP
 AA8419  Z           -   3,294,072.600 (meters)                     COMP
 AA8419  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AA8419  ELLIP HEIGHT-          64.22  (meters)          (07/29/02) GPS OBS
 AA8419  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AA8419
 AA8419  HORZ ORDER  -  FIRST
 AA8419  ELLP ORDER  -  FOURTH    CLASS I
 AA8419
 AA8419.The horizontal coordinates were established by GPS observations
 AA8419.and adjusted by the National Geodetic Survey in September 1995..
 AA8419
 AA8419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8419
 AA8419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8419
 AA8419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8419
 AA8419.The ellipsoidal height was determined by GPS observations
 AA8419.and is referenced to NAD 83.
 AA8419
 AA8419.The geoid height was determined by GEOID03.
 AA8419
 AA8419;                    North         East     Units Scale Factor Converg.
 AA8419;SPC AL W     -   143,859.609   650,456.558   MT  0.99996472   +0 16 31.2
 AA8419;UTM  16      - 3,462,476.205   502,854.763   MT  0.99960010   +0 00 56.1
 AA8419
 AA8419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8419!SPC AL W     -   0.99998992  x   0.99996472  =   0.99995464
 AA8419!UTM  16      -   0.99998992  x   0.99960010  =   0.99959002
 AA8419
 AA8419:                Primary Azimuth Mark                     Grid Az
 AA8419:SPC AL W     -  18 38                                    116 22 44.8
 AA8419:UTM  16      -  18 38                                    116 38 19.9
 AA8419
 AA8419|---------------------------------------------------------------------|
 AA8419| PID    Reference Object                     Distance      Geod. Az  |
 AA8419|                                                           dddmmss.s |
 AA8419| AA8420 18 38                               480.184 METERS 1163916.0 |
 AA8419|---------------------------------------------------------------------|
 AA8419
 AA8419                          SUPERSEDED SURVEY CONTROL
 AA8419
 AA8419  ELLIP H (09/29/95)   64.31   (m)                       GP(       ) 3 2
 AA8419  NGVD 29 (09/29/95)   91.8    (m)          301.     (f) GPS OBS        
 AA8419
 AA8419.Superseded values are not recommended for survey control.
 AA8419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8419.See file dsdata.txt to determine how the superseded data were derived.
 AA8419
 AA8419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0285562476(NAD 83)
 AA8419_MARKER: DD = SURVEY DISK
 AA8419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8419_STAMPING: 18-37 1994
 AA8419_MARK LOGO: ALHD  
 AA8419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8419+STABILITY: SURFACE MOTION
 AA8419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8419+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8419
 AA8419  HISTORY     - Date     Condition        Report By
 AA8419  HISTORY     - 1994     MONUMENTED       ALHD
 AA8419
 AA8419                          STATION DESCRIPTION
 AA8419
 AA8419'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8419'THE STATION IS LOCATED IN CONECUH COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8419'CONECUH COUNTY ROAD NO. 6, ABOUT 3.40 MI (5.47 KM) EAST OF CASTLEBERRY
 AA8419'AND ABOUT 9.50 MI (15.29 KM) SOUTH OF EVERGREEN. TO REACH THE STATION
 AA8419'FROM EXIT 93 ON I-65 (MILE POST 98.60 ON U.S. 84) ABOUT 3.5 MI (5.6
 AA8419'KM) SOUTHWEST OF EVERGREEN, DRIVE SOUTHEAST ON U.S. 84 FOR 0.80 MI
 AA8419'(1.29 KM) TO MILE POST 99.40 AND U.S. 31 SOUTH ON THE RIGHT (MILE POST
 AA8419'93.10 ON U.S. 31), TURN RIGHT ON U.S. 31 AND DRIVE SOUTHWEST AND SOUTH
 AA8419'FOR 8.70 MI (14.00 KM) TO MILE POST 84.40 AND CONECUH COUNTY ROAD NO.
 AA8419'6 LEFT AND RIGHT AT A CAUTION LIGHT IN CASTLEBERRY, TURN LEFT ON
 AA8419'CONECUH COUNTY ROAD NO. 6 AND DRIVE EAST FOR 3.30 MI (5.31 KM) TO THE
 AA8419'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF
 AA8419'A HOG WIRE AND BARBED WIRE FENCE ON TREATED WOOD POSTS, 3.8 FT (1.2 M)
 AA8419'SOUTH-SOUTHWEST OF THE CREST OF A 5 FT (1.5 M) BACKSLOPE, 37.0 FT
 AA8419'(11.3 M) SOUTH-SOUTHWEST OF THE CENTER OF CONECUH COUNTY ROAD NO. 6,
 AA8419'91.8 FT (28.0 M) EAST-SOUTHEAST OF A POWER POLE, 94.6 FT (28.8 M)
 AA8419'SOUTHEAST OF GRAPHIC NARROW BRIDGE SIGN, 3.0 FT (0.9 M)
 AA8419'NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8419'GROUND. STATION 18-38 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8420 ***********************************************************************
 AA8420  DESIGNATION -  18 38
 AA8420  PID         -  AA8420
 AA8420  STATE/COUNTY-  AL/CONECUH
 AA8420  USGS QUAD   -  NYMPH (1982)
 AA8420
 AA8420                         *CURRENT SURVEY CONTROL
 AA8420  ___________________________________________________________________
 AA8420* NAD 83(1992)-  31 17 40.84323(N)    086 57 55.78501(W)     ADJUSTED  
 AA8420* NAVD 88     -        86.3    (meters)     283.     (feet)  VERTCON   
 AA8420  ___________________________________________________________________
 AA8420  X           -     288,780.684 (meters)                     COMP
 AA8420  Y           -  -5,447,493.326 (meters)                     COMP
 AA8420  Z           -   3,293,885.698 (meters)                     COMP
 AA8420  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 AA8420  ELLIP HEIGHT-          58.79  (meters)          (07/29/02) GPS OBS
 AA8420  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AA8420
 AA8420  HORZ ORDER  -  FIRST
 AA8420  ELLP ORDER  -  FOURTH    CLASS I
 AA8420
 AA8420.The horizontal coordinates were established by GPS observations
 AA8420.and adjusted by the National Geodetic Survey in September 1995..
 AA8420
 AA8420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8420
 AA8420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8420
 AA8420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8420
 AA8420.The ellipsoidal height was determined by GPS observations
 AA8420.and is referenced to NAD 83.
 AA8420
 AA8420.The geoid height was determined by GEOID03.
 AA8420
 AA8420;                    North         East     Units Scale Factor Converg.
 AA8420;SPC AL W     -   143,646.266   650,886.727   MT  0.99996526   +0 16 39.5
 AA8420;UTM  16      - 3,462,260.993   503,283.804   MT  0.99960013   +0 01 04.5
 AA8420
 AA8420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8420!SPC AL W     -   0.99999077  x   0.99996526  =   0.99995603
 AA8420!UTM  16      -   0.99999077  x   0.99960013  =   0.99959090
 AA8420
 AA8420:                Primary Azimuth Mark                     Grid Az
 AA8420:SPC AL W     -  18 37                                    296 22 45.0
 AA8420:UTM  16      -  18 37                                    296 38 20.0
 AA8420
 AA8420|---------------------------------------------------------------------|
 AA8420| PID    Reference Object                     Distance      Geod. Az  |
 AA8420|                                                           dddmmss.s |
 AA8420| AA8419 18 37                               480.184 METERS 2963924.5 |
 AA8420|---------------------------------------------------------------------|
 AA8420
 AA8420                          SUPERSEDED SURVEY CONTROL
 AA8420
 AA8420  ELLIP H (09/29/95)   58.88   (m)                       GP(       ) 3 2
 AA8420  NGVD 29 (09/29/95)   86.4    (m)          283.     (f) GPS OBS        
 AA8420
 AA8420.Superseded values are not recommended for survey control.
 AA8420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8420.See file dsdata.txt to determine how the superseded data were derived.
 AA8420
 AA8420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0328462261(NAD 83)
 AA8420_MARKER: DD = SURVEY DISK
 AA8420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8420_STAMPING: 18-38 1994
 AA8420_MARK LOGO: ALHD  
 AA8420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8420+STABILITY: SURFACE MOTION
 AA8420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8420+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8420
 AA8420  HISTORY     - Date     Condition        Report By
 AA8420  HISTORY     - 1994     MONUMENTED       ALHD
 AA8420
 AA8420                          STATION DESCRIPTION
 AA8420
 AA8420'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8420'THE STATION IS LOCATED IN CONECUH COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8420'CONECUH COUNTY ROAD NO. 6, ABOUT 3.10 MI (4.99 KM) EAST OF CASTLEBERRY
 AA8420'AND ABOUT 9.60 MI (15.45 KM) SOUTH OF EVERGREEN. TO REACH THE STATION
 AA8420'FROM EXIT 93 ON I-65 (MILE POST 98.60 ON U.S. 84) ABOUT 3.5 MI (5.6
 AA8420'KM) SOUTHWEST OF EVERGREEN, DRIVE SOUTHEAST ON U.S. 84 FOR 0.80 MI
 AA8420'(1.29 KM) TO MILE POST 99.40 AND U.S. 31 SOUTH ON THE RIGHT (MILE POST
 AA8420'93.10 ON U.S. 31), TURN RIGHT ON U.S. 31 AND DRIVE SOUTHWEST AND SOUTH
 AA8420'FOR 8.70 MI (14.00 KM) TO MILE POST 84.40 AND CONECUH COUNTY ROAD NO.
 AA8420'6 LEFT AND RIGHT AT A CAUTION LIGHT IN CASTLEBERRY, TURN LEFT ON
 AA8420'CONECUH COUNTY ROAD NO. 6 AND DRIVE EAST FOR 3.60 MI (5.79 KM) TO THE
 AA8420'STATION ON THE RIGHT. THE STATION IS 2.9 FT (0.9 M) NORTH-NORTHEAST OF
 AA8420'A HOG WIRE AND BARBED WIRE FENCE ON OLD WOOD POSTS, 38.1 FT (11.6 M)
 AA8420'SOUTH-SOUTHWEST OF THE CENTER OF CONECUH COUNTY ROAD NO. 6, 46.5 FT
 AA8420'(14.2 M) EAST OF A POWER POLE, 75.3 FT (23.0 M) WEST-NORTHWEST OF A
 AA8420'BURIED CABLE WARNING SIGN, 91.0 FT (27.7 M) WEST OF THE SOUTH END OF A
 AA8420'TWENTY FOUR-INCH CONCRETE PIPE UNDER CONECUH COUNTY ROAD NO. 6, 2.8 FT
 AA8420'(0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8420'GROUND. STATION 18-37 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8421 ***********************************************************************
 AA8421  DESIGNATION -  18 39
 AA8421  PID         -  AA8421
 AA8421  STATE/COUNTY-  AL/CONECUH
 AA8421  USGS QUAD   -  CASTLEBERRY (1971)
 AA8421
 AA8421                         *CURRENT SURVEY CONTROL
 AA8421  ___________________________________________________________________
 AA8421* NAD 83(1992)-  31 18 01.47349(N)    087 02 49.14714(W)     ADJUSTED  
 AA8421* NAVD 88     -        84.8    (meters)     278.     (feet)  VERTCON   
 AA8421  ___________________________________________________________________
 AA8421  X           -     281,015.567 (meters)                     COMP
 AA8421  Y           -  -5,447,567.486 (meters)                     COMP
 AA8421  Z           -   3,294,427.762 (meters)                     COMP
 AA8421  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AA8421  ELLIP HEIGHT-          57.13  (meters)          (07/29/02) GPS OBS
 AA8421  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AA8421
 AA8421  HORZ ORDER  -  FIRST
 AA8421  ELLP ORDER  -  FOURTH    CLASS I
 AA8421
 AA8421.The horizontal coordinates were established by GPS observations
 AA8421.and adjusted by the National Geodetic Survey in September 1995..
 AA8421
 AA8421.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8421
 AA8421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8421
 AA8421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8421
 AA8421.The ellipsoidal height was determined by GPS observations
 AA8421.and is referenced to NAD 83.
 AA8421
 AA8421.The geoid height was determined by GEOID03.
 AA8421
 AA8421;                    North         East     Units Scale Factor Converg.
 AA8421;SPC AL W     -   144,246.885   643,125.942   MT  0.99995627   +0 14 07.3
 AA8421;UTM  16      - 3,462,896.559   495,528.620   MT  0.99960025   -0 01 27.9
 AA8421
 AA8421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8421!SPC AL W     -   0.99999103  x   0.99995627  =   0.99994730
 AA8421!UTM  16      -   0.99999103  x   0.99960025  =   0.99959128
 AA8421
 AA8421:                Primary Azimuth Mark                     Grid Az
 AA8421:SPC AL W     -  18 40                                    100 16 54.1
 AA8421:UTM  16      -  18 40                                    100 32 29.3
 AA8421
 AA8421|---------------------------------------------------------------------|
 AA8421| PID    Reference Object                     Distance      Geod. Az  |
 AA8421|                                                           dddmmss.s |
 AA8421| AA8422 18 40                               496.008 METERS 1003101.4 |
 AA8421|---------------------------------------------------------------------|
 AA8421
 AA8421                          SUPERSEDED SURVEY CONTROL
 AA8421
 AA8421  ELLIP H (09/29/95)   57.23   (m)                       GP(       ) 3 2
 AA8421  NGVD 29 (09/29/95)   84.8    (m)          278.     (f) GPS OBS        
 AA8421
 AA8421.Superseded values are not recommended for survey control.
 AA8421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8421.See file dsdata.txt to determine how the superseded data were derived.
 AA8421
 AA8421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9552962897(NAD 83)
 AA8421_MARKER: DD = SURVEY DISK
 AA8421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8421_STAMPING: 18-39 1994
 AA8421_MARK LOGO: ALHD  
 AA8421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8421+STABILITY: SURFACE MOTION
 AA8421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8421+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8421
 AA8421  HISTORY     - Date     Condition        Report By
 AA8421  HISTORY     - 1994     MONUMENTED       ALHD
 AA8421
 AA8421                          STATION DESCRIPTION
 AA8421
 AA8421'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8421'THE STATION IS LOCATED IN CONECUH COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8421'CONECUH COUNTY ROAD NO. 6, ABOUT 1.50 MI (2.41 KM) WEST OF CASTLEBERRY
 AA8421'AND ABOUT 9.65 MI (15.53 KM) SOUTH-SOUTHEAST OF BELLEVILLE. TO REACH
 AA8421'THE STATION FROM EXIT 93 ON I-65 (MILE POST 98.60 ON U.S. 84) ABOUT
 AA8421'3.5 MI (5.6 KM) SOUTHWEST OF EVERGREEN, DRIVE SOUTHEAST ON U.S. 84 FOR
 AA8421'0.80 MI (1.29 KM) TO MILE POST 99.40 AND U.S. 31 SOUTH ON THE RIGHT
 AA8421'(MILE POST 93.10 ON U.S. 31), TURN RIGHT ON U.S. 31 AND DRIVE
 AA8421'SOUTHWEST AND SOUTH FOR 8.70 MI (14.00 KM) TO MILE POST 84.40 AND
 AA8421'CONECUH COUNTY ROAD NO. 6 LEFT AND RIGHT AT A CAUTION LIGHT IN
 AA8421'CASTLEBERRY, TURN RIGHT ON CONECUH COUNTY ROAD NO. 6 AND DRIVE WEST
 AA8421'FOR 1.50 MI (2.41 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.2
 AA8421'FT (1.0 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA8421'POSTS, 49.6 FT (15.1 M) SOUTH OF THE CENTERLINE OF CONECUH COUNTY ROAD
 AA8421'NO. 6, 67.0 FT (20.4 M) EAST-SOUTHEAST OF THE EAST END OF AN
 AA8421'EIGHTEEN-INCH CORREGATED METAL PIPE UNDER A FIELD ROAD, 74.0 FT (22.6
 AA8421'M) EAST OF THE CENTER OF A GRAVEL FIELD ROAD, 3.0 FT (0.9 M) NORTH OF
 AA8421'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-40
 AA8421'MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2001 ***********************************************************************
 BU2001  DESIGNATION -  18 4
 BU2001  PID         -  BU2001
 BU2001  STATE/COUNTY-  AL/CONECUH
 BU2001  USGS QUAD   -  BROOKLYN (1982)
 BU2001
 BU2001                         *CURRENT SURVEY CONTROL
 BU2001  ___________________________________________________________________
 BU2001* NAD 83(1992)-  31 19 19.66495(N)    086 47 20.27999(W)     ADJUSTED  
 BU2001* NAVD 88     -        56.0    (meters)     184.     (feet)  VERTCON   
 BU2001  ___________________________________________________________________
 BU2001  X           -     305,473.064 (meters)                     COMP
 BU2001  Y           -  -5,444,972.923 (meters)                     COMP
 BU2001  Z           -   3,296,470.424 (meters)                     COMP
 BU2001  LAPLACE CORR-           2.23  (seconds)                    DEFLEC99
 BU2001  ELLIP HEIGHT-          28.65  (meters)          (07/29/02) GPS OBS
 BU2001  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BU2001
 BU2001  HORZ ORDER  -  FIRST
 BU2001  ELLP ORDER  -  FOURTH    CLASS I
 BU2001
 BU2001.The horizontal coordinates were established by GPS observations
 BU2001.and adjusted by the National Geodetic Survey in December 1992..
 BU2001
 BU2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2001
 BU2001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2001
 BU2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2001
 BU2001.The ellipsoidal height was determined by GPS observations
 BU2001.and is referenced to NAD 83.
 BU2001
 BU2001.The geoid height was determined by GEOID03.
 BU2001
 BU2001;                    North         East     Units Scale Factor Converg.
 BU2001;SPC AL W     -   146,784.631   667,673.664   MT  0.99998980   +0 22 10.7
 BU2001;UTM  16      - 3,465,322.050   520,078.501   MT  0.99960497   +0 06 34.9
 BU2001
 BU2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2001!SPC AL W     -   0.99999550  x   0.99998980  =   0.99998530
 BU2001!UTM  16      -   0.99999550  x   0.99960497  =   0.99960047
 BU2001
 BU2001:                Primary Azimuth Mark                     Grid Az
 BU2001:SPC AL W     -  18 3                                     186 04 25.0
 BU2001:UTM  16      -  18 3                                     186 20 00.8
 BU2001
 BU2001|---------------------------------------------------------------------|
 BU2001| PID    Reference Object                     Distance      Geod. Az  |
 BU2001|                                                           dddmmss.s |
 BU2001| BU2000 18 3                                491.466 METERS 1862635.7 |
 BU2001|---------------------------------------------------------------------|
 BU2001
 BU2001                          SUPERSEDED SURVEY CONTROL
 BU2001
 BU2001  ELLIP H (12/04/92)   28.72   (m)                       GP(       ) 4 1
 BU2001  NAD 83(1986)-  31 19 19.68006(N)    086 47 20.28095(W) AD(       ) 1
 BU2001  NAD 83(1986)-  31 19 19.67929(N)    086 47 20.27949(W) AD(       ) 1
 BU2001  NGVD 29 (12/04/92)   56.0    (m)          184.     (f) GPS OBS        
 BU2001
 BU2001.Superseded values are not recommended for survey control.
 BU2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2001.See file dsdata.txt to determine how the superseded data were derived.
 BU2001
 BU2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2007965322(NAD 83)
 BU2001_MARKER: DD = SURVEY DISK
 BU2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2001_SP_SET: CONCRETE POST
 BU2001_STAMPING: 18-4 1989
 BU2001_MARK LOGO: ALHD  
 BU2001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2001+STABILITY: SURFACE MOTION
 BU2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2001+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1991
 BU2001
 BU2001  HISTORY     - Date     Condition        Report By
 BU2001  HISTORY     - 1989     MONUMENTED       ALHD
 BU2001  HISTORY     - 19910104 GOOD             ALHD
 BU2001
 BU2001                          STATION DESCRIPTION
 BU2001
 BU2001'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2001'THE STATION IS LOCATED ON THE SOUTHEAST RIGHT OF WAY OF CONECUH COUNTY
 BU2001'ROAD NO. 8, ABOUT 19.47 KM (12.10 MI) SOUTHEAST OF EVERGREEN AND ABOUT
 BU2001'22.53 KM (14.00 MI) EAST-NORTHEAST OF CASTLEBERRY.
 BU2001'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 31 AND
 BU2001'CONECUH COUNTY ROAD NO. 6 IN CASTLEBERRY, DRIVE EAST ON CONECUH COUNTY
 BU2001'ROAD NO. 6 FOR 26.55 KM (16.50 MI) TO A PAVED CROSS ROAD WITH CONECUH
 BU2001'COUNTY ROAD NO. 42 LEFT AND RIGHT, TURN LEFT ON CONECUH COUNTY ROAD
 BU2001'NO. 42 AND DRIVE NORTHWEST FOR 8.21 KM (5.10 MI) TO CONECUH COUNTY
 BU2001'ROAD NO. 8 ON THE RIGHT, TURN RIGHT ON CONECUH COUNTY ROAD NO. 8 AND
 BU2001'DRIVE NORTHEAST FOR 0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 BU2001'THE STATION IS SET FLUSH WITH THE GROUND AND IS LOCATED ACROSS CONECUH
 BU2001'COUNTY ROAD NO. 8 FROM TWO CATTLE FEEDER SHEDS AND A GRAPE VINE ARBOR,
 BU2001'11.00 M (36.1 FT) SOUTHEAST OF THE CENTER LINE OF CONECUH COUNTY ROAD
 BU2001'NO. 8, 0.91 M (3.0 FT) NORTHWEST OF A HOG WIRE FENCE WITH TWO STRANDS
 BU2001'OF BARBED WIRE ON WOOD POSTS, 32.22 M (105.7 FT) SOUTHWEST OF A
 BU2001'TRANSFORMER POWER POLE, AND 0.85 M (2.8 FT) NORTHWEST OF A CARSONITE
 BU2001'WITNESS POST.
 BU2001'STATION 18-3 CAN BE USED AS AN AZIMUTH.
 BU2001
 BU2001                          STATION RECOVERY (1991)
 BU2001
 BU2001'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2001'THE STATION IS LOCATED IN CONECUH COUNTY ON THE SOUTHEAST RIGHT OF WAY
 BU2001'OF CONECUH COUNTY ROAD NO. 8, ABOUT 12.10 MI (19.47 KM) SOUTHEAST OF
 BU2001'EVERGREEN AND ABOUT 14.00 MI (22.53 KM) EAST - NORTHEAST OF
 BU2001'CASTLEBERRY.
 BU2001'TO REACH THE STATION FROM THE JUNCTION OF U. S. 31 AND CONECUH COUNTY
 BU2001'ROAD NO. 6 IN CASTLEBERRY, DRIVE EAST ON CONECUH COUNTY ROAD NO. 6
 BU2001'26.55 KM (16.50 MI) TO A PAVED CROSS ROAD WITH CONECUH COUNTY ROAD
 BU2001'NO. 42 LEFT AND RIGHT, TURN LEFT ON CONECUH COUNTY ROAD NO. 42 AND
 BU2001'DRIVE NORTHWEST 8.21 KM (5.10 MI) TO CONECUH COUNTY ROAD NO. 8 ON THE
 BU2001'RIGHT, TURN RIGHT ON CONECUH COUNTY ROAD NO. 8 AND DRIVE NORTHEAST
 BU2001'0.32 KM (0.20 MI) TO THE STATION ON THE RIGHT.
 BU2001'THE STATION IS LOCATED ACROSS CONECUH COUNTY ROAD NO. 8 FROM TWO
 BU2001'CATTLE FEEDER SHEDS AND A GRAPE VINE ARBOR, 11.00 M (36.09 FT)
 BU2001'SOUTHEAST OF THE CENTERLINE OF CONECUH COUNTY ROAD NO. 8, 0.91 M
 BU2001'(2.99 FT) NORTHWEST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED
 BU2001'WIRE ON WOOD POSTS, 32.22 M (105.71 FT) SOUTHWEST OF A TRANSFORMER
 BU2001'POWER POLE, 0.85 M (2.79 FT) NORTHWEST OF A CARSONITE WITNESS POST,
 BU2001'AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8422 ***********************************************************************
 AA8422  DESIGNATION -  18 40
 AA8422  PID         -  AA8422
 AA8422  STATE/COUNTY-  AL/CONECUH
 AA8422  USGS QUAD   -  CASTLEBERRY (1971)
 AA8422
 AA8422                         *CURRENT SURVEY CONTROL
 AA8422  ___________________________________________________________________
 AA8422* NAD 83(1992)-  31 17 58.53352(N)    087 02 30.70648(W)     ADJUSTED  
 AA8422* NAVD 88     -        87.0    (meters)     285.     (feet)  VERTCON   
 AA8422  ___________________________________________________________________
 AA8422  X           -     281,505.117 (meters)                     COMP
 AA8422  Y           -  -5,447,591.171 (meters)                     COMP
 AA8422  Z           -   3,294,351.520 (meters)                     COMP
 AA8422  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 AA8422  ELLIP HEIGHT-          59.30  (meters)          (07/29/02) GPS OBS
 AA8422  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AA8422
 AA8422  HORZ ORDER  -  FIRST
 AA8422  ELLP ORDER  -  FOURTH    CLASS I
 AA8422
 AA8422.The horizontal coordinates were established by GPS observations
 AA8422.and adjusted by the National Geodetic Survey in September 1995..
 AA8422
 AA8422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8422
 AA8422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8422
 AA8422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8422
 AA8422.The ellipsoidal height was determined by GPS observations
 AA8422.and is referenced to NAD 83.
 AA8422
 AA8422.The geoid height was determined by GEOID03.
 AA8422
 AA8422;                    North         East     Units Scale Factor Converg.
 AA8422;SPC AL W     -   144,158.357   643,613.964   MT  0.99995679   +0 14 16.8
 AA8422;UTM  16      - 3,462,805.852   496,016.062   MT  0.99960020   -0 01 18.3
 AA8422
 AA8422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8422!SPC AL W     -   0.99999069  x   0.99995679  =   0.99994748
 AA8422!UTM  16      -   0.99999069  x   0.99960020  =   0.99959089
 AA8422
 AA8422:                Primary Azimuth Mark                     Grid Az
 AA8422:SPC AL W     -  18 39                                    280 16 54.1
 AA8422:UTM  16      -  18 39                                    280 32 29.2
 AA8422
 AA8422|---------------------------------------------------------------------|
 AA8422| PID    Reference Object                     Distance      Geod. Az  |
 AA8422|                                                           dddmmss.s |
 AA8422| AA8421 18 39                               496.008 METERS 2803110.9 |
 AA8422|---------------------------------------------------------------------|
 AA8422
 AA8422                          SUPERSEDED SURVEY CONTROL
 AA8422
 AA8422  ELLIP H (09/29/95)   59.40   (m)                       GP(       ) 3 2
 AA8422  NGVD 29 (09/29/95)   87.0    (m)          285.     (f) GPS OBS        
 AA8422
 AA8422.Superseded values are not recommended for survey control.
 AA8422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8422.See file dsdata.txt to determine how the superseded data were derived.
 AA8422
 AA8422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9601662806(NAD 83)
 AA8422_MARKER: DD = SURVEY DISK
 AA8422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8422_STAMPING: 18-40 1994
 AA8422_MARK LOGO: ALHD  
 AA8422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8422+STABILITY: SURFACE MOTION
 AA8422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8422+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA8422
 AA8422  HISTORY     - Date     Condition        Report By
 AA8422  HISTORY     - 1994     MONUMENTED       ALHD
 AA8422  HISTORY     - 20040901 GOOD             JCLS
 AA8422
 AA8422                          STATION DESCRIPTION
 AA8422
 AA8422'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8422'THE STATION IS LOCATED IN CONECUH COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8422'CONECUH COUNTY ROAD NO. 6, ABOUT 1.15 MI (1.85 KM) WEST OF CASTLEBERRY
 AA8422'AND ABOUT 9.80 MI (15.77 KM) SOUTH-SOUTHEAST OF BELLEVILLE. TO REACH
 AA8422'THE STATION FROM EXIT 93 ON I-65 (MILE POST 98.60 ON U.S. 84) ABOUT
 AA8422'3.5 MI (5.6 KM) SOUTHWEST OF EVERGREEN, DRIVE SOUTHEAST ON U.S. 84 FOR
 AA8422'0.80 MI (1.29 KM) TO MILE POST 99.40 AND U.S. 31 SOUTH ON THE RIGHT
 AA8422'(MILE POST 93.10 ON U.S. 31), TURN RIGHT ON U.S. 31 AND DRIVE
 AA8422'SOUTHWEST AND SOUTH FOR 8.70 MI (14.00 KM) TO MILE POST 84.40 AND
 AA8422'CONECUH COUNTY ROAD NO. 6 LEFT AND RIGHT AT A CAUTION LIGHT IN
 AA8422'CASTLEBERRY, TURN RIGHT ON CONECUH COUNTY ROAD NO. 6 AND DRIVE WEST
 AA8422'FOR 1.20 MI (1.93 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.2
 AA8422'FT (1.0 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON WHITE TOP,
 AA8422'GREEN STEEL POSTS, 35.7 FT (10.9 M) NORTH OF THE CENTERLINE OF CONECUH
 AA8422'COUNTY ROAD NO. 6, 52.5 FT (16.0 M) WEST OF ATT BURIED FIBER OPTIC
 AA8422'CABLE MARKER NO. 1102, 85.7 FT (26.1 M) WEST OF A BRACED WOOD POST IN
 AA8422'THE FENCE LINE, 89.7 FT (27.3 M) NORTH-NORTHWEST OF ATT BURIED FIBER
 AA8422'OPTIC CABLE MARKER NO. 1103 ACROSS THE ROAD, 166.3 FT (50.7 M) EAST OF
 AA8422'THE SOUTHWEST CORNER OF THE FENCE, 170.0 FT (51.8 M) EAST OF TELEPHONE
 AA8422'CABLE PEDESTAL NO. 4 39 LP 2, 171.0 FT (52.1 M) EAST OF A TELEPHONE
 AA8422'CABLE REPEATER, 2.9 FT (0.9 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS
 AA8422'POST, AND SET FLUSH WITH THE GROUND. STATION 18-39 MAY BE USED AS AN
 AA8422'AZIMUTH FOR THIS STATION.
 AA8422
 AA8422                          STATION RECOVERY (2004)
 AA8422
 AA8422'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA8422'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8423 ***********************************************************************
 AA8423  DESIGNATION -  18 41
 AA8423  PID         -  AA8423
 AA8423  STATE/COUNTY-  AL/CONECUH
 AA8423  USGS QUAD   -  BELLEVILLE (1971)
 AA8423
 AA8423                         *CURRENT SURVEY CONTROL
 AA8423  ___________________________________________________________________
 AA8423* NAD 83(1992)-  31 23 15.44498(N)    087 07 18.60577(W)     ADJUSTED  
 AA8423* NAVD 88     -       124.3    (meters)     408.     (feet)  VERTCON   
 AA8423  ___________________________________________________________________
 AA8423  X           -     273,647.891 (meters)                     COMP
 AA8423  Y           -  -5,442,939.735 (meters)                     COMP
 AA8423  Z           -   3,302,707.012 (meters)                     COMP
 AA8423  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 AA8423  ELLIP HEIGHT-          96.47  (meters)          (07/29/02) GPS OBS
 AA8423  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AA8423
 AA8423  HORZ ORDER  -  FIRST
 AA8423  ELLP ORDER  -  FOURTH    CLASS I
 AA8423
 AA8423.The horizontal coordinates were established by GPS observations
 AA8423.and adjusted by the National Geodetic Survey in September 1995..
 AA8423
 AA8423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8423
 AA8423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8423
 AA8423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8423
 AA8423.The ellipsoidal height was determined by GPS observations
 AA8423.and is referenced to NAD 83.
 AA8423
 AA8423.The geoid height was determined by GEOID03.
 AA8423
 AA8423;                    North         East     Units Scale Factor Converg.
 AA8423;SPC AL W     -   153,889.406   635,967.182   MT  0.99994928   +0 11 49.1
 AA8423;UTM  16      - 3,472,568.073   488,416.208   MT  0.99960165   -0 03 48.4
 AA8423
 AA8423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8423!SPC AL W     -   0.99998485  x   0.99994928  =   0.99993413
 AA8423!UTM  16      -   0.99998485  x   0.99960165  =   0.99958651
 AA8423
 AA8423:                Primary Azimuth Mark                     Grid Az
 AA8423:SPC AL W     -  18 42                                    015 50 59.4
 AA8423:UTM  16      -  18 42                                    016 06 36.9
 AA8423
 AA8423|---------------------------------------------------------------------|
 AA8423| PID    Reference Object                     Distance      Geod. Az  |
 AA8423|                                                           dddmmss.s |
 AA8423| AA8424 18 42                               APPROX. 0.6 KM 0160248.5 |
 AA8423|---------------------------------------------------------------------|
 AA8423
 AA8423                          SUPERSEDED SURVEY CONTROL
 AA8423
 AA8423  ELLIP H (09/29/95)   96.56   (m)                       GP(       ) 3 2
 AA8423  NGVD 29 (09/29/95)  124.3    (m)          408.     (f) GPS OBS        
 AA8423
 AA8423.Superseded values are not recommended for survey control.
 AA8423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8423.See file dsdata.txt to determine how the superseded data were derived.
 AA8423
 AA8423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8841672568(NAD 83)
 AA8423_MARKER: DD = SURVEY DISK
 AA8423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8423_STAMPING: 18-41 1994
 AA8423_MARK LOGO: ALHD  
 AA8423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8423+STABILITY: SURFACE MOTION
 AA8423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8423+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8423
 AA8423  HISTORY     - Date     Condition        Report By
 AA8423  HISTORY     - 1994     MONUMENTED       ALHD
 AA8423
 AA8423                          STATION DESCRIPTION
 AA8423
 AA8423'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8423'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA8423'CONECUH COUNTY ROAD NO. 15, ABOUT 3.05 MI (4.91 KM) SOUTH-SOUTHWEST OF
 AA8423'BELLEVILLE AND ABOUT 8.50 MI (13.68 KM) NORTHWEST OF CASTLEBERRY. TO
 AA8423'REACH THE STATION FROM EXIT 93 ON I-65 (MILE POST 98.60 ON U.S. 84)
 AA8423'ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF EVERGREEN, DRIVE WEST ON U.S. 84
 AA8423'FOR 6.30 MI (10.14 KM) TO MILE POST 92.30 AND CONECUH COUNTY ROAD NO.
 AA8423'15 LEFT AND RIGHT IN BELLEVILLE, TURN LEFT ON CONECUH COUNTY ROAD NO.
 AA8423'15 AND DRIVE SOUTH FOR 3.05 MI (4.91 KM) TO THE STATION ON THE RIGHT.
 AA8423'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 AA8423'ON RUSTY STEEL POSTS, 40.1 FT (12.2 M) WEST OF THE CENTERLINE OF
 AA8423'CONECUH COUNTY ROAD NO. 15, 91.1 FT (27.8 M) WEST OF THE SOUTH ONE OF
 AA8423'TWO CONNECTED WOOD POSTS IN THE FENCE ACROSS THE ROAD, 94.9 FT (28.9
 AA8423'M) WEST OF A POWER POLE ACROSS THE ROAD, 95.9 FT (29.2 M) SOUTH OF THE
 AA8423'SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 3.3 FT (1.0
 AA8423'M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8423'GROUND. STATION 18-42 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8424 ***********************************************************************
 AA8424  DESIGNATION -  18 42
 AA8424  PID         -  AA8424
 AA8424  STATE/COUNTY-  AL/CONECUH
 AA8424  USGS QUAD   -  BELLEVILLE (1971)
 AA8424
 AA8424                         *CURRENT SURVEY CONTROL
 AA8424  ___________________________________________________________________
 AA8424* NAD 83(1992)-  31 23 34.75247(N)    087 07 12.13179(W)     ADJUSTED  
 AA8424* NAVD 88     -       131.0    (meters)     430.     (feet)  VERTCON   
 AA8424  ___________________________________________________________________
 AA8424  X           -     273,803.453 (meters)                     COMP
 AA8424  Y           -  -5,442,627.535 (meters)                     COMP
 AA8424  Z           -   3,303,218.142 (meters)                     COMP
 AA8424  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AA8424  ELLIP HEIGHT-         103.20  (meters)          (07/29/02) GPS OBS
 AA8424  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AA8424
 AA8424  HORZ ORDER  -  FIRST
 AA8424  ELLP ORDER  -  FOURTH    CLASS I
 AA8424
 AA8424.The horizontal coordinates were established by GPS observations
 AA8424.and adjusted by the National Geodetic Survey in September 1995..
 AA8424
 AA8424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8424
 AA8424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8424
 AA8424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8424
 AA8424.The ellipsoidal height was determined by GPS observations
 AA8424.and is referenced to NAD 83.
 AA8424
 AA8424.The geoid height was determined by GEOID03.
 AA8424
 AA8424;                    North         East     Units Scale Factor Converg.
 AA8424;SPC AL W     -   154,484.612   636,136.168   MT  0.99994943   +0 11 52.5
 AA8424;UTM  16      - 3,473,162.298   488,587.838   MT  0.99960161   -0 03 45.1
 AA8424
 AA8424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8424!SPC AL W     -   0.99998379  x   0.99994943  =   0.99993323
 AA8424!UTM  16      -   0.99998379  x   0.99960161  =   0.99958541
 AA8424
 AA8424:                Primary Azimuth Mark                     Grid Az
 AA8424:SPC AL W     -  18 41                                    195 50 59.4
 AA8424:UTM  16      -  18 41                                    196 06 37.0
 AA8424
 AA8424|---------------------------------------------------------------------|
 AA8424| PID    Reference Object                     Distance      Geod. Az  |
 AA8424|                                                           dddmmss.s |
 AA8424| AA8423 18 41                               APPROX. 0.6 KM 1960251.9 |
 AA8424|---------------------------------------------------------------------|
 AA8424
 AA8424                          SUPERSEDED SURVEY CONTROL
 AA8424
 AA8424  ELLIP H (09/29/95)  103.28   (m)                       GP(       ) 3 2
 AA8424  NGVD 29 (09/29/95)  131.0    (m)          430.     (f) GPS OBS        
 AA8424
 AA8424.Superseded values are not recommended for survey control.
 AA8424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8424.See file dsdata.txt to determine how the superseded data were derived.
 AA8424
 AA8424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8858873162(NAD 83)
 AA8424_MARKER: DD = SURVEY DISK
 AA8424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8424_STAMPING: 18-42 1994
 AA8424_MARK LOGO: ALHD  
 AA8424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8424+STABILITY: SURFACE MOTION
 AA8424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8424+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8424
 AA8424  HISTORY     - Date     Condition        Report By
 AA8424  HISTORY     - 1994     MONUMENTED       ALHD
 AA8424
 AA8424                          STATION DESCRIPTION
 AA8424
 AA8424'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8424'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA8424'CONECUH COUNTY ROAD NO. 15, ABOUT 2.65 MI (4.26 KM) SOUTH-SOUTHWEST OF
 AA8424'BELLEVILLE AND ABOUT 8.70 MI (14.00 KM) NORTHWEST OF CASTLEBERRY. TO
 AA8424'REACH THE STATION FROM EXIT 93 ON I-65 (MILE POST 98.60 ON U.S. 84)
 AA8424'ABOUT 3.5 MI (5.6 KM) SOUTHWEST OF EVERGREEN, DRIVE WEST ON U.S. 84
 AA8424'FOR 6.30 MI (10.14 KM) TO MILE POST 92.30 AND CONECUH COUNTY ROAD NO.
 AA8424'15 LEFT AND RIGHT IN BELLEVILLE, TURN LEFT ON CONECUH COUNTY ROAD NO.
 AA8424'15 AND DRIVE SOUTH FOR 2.65 MI (4.26 KM) TO THE STATION ON THE RIGHT.
 AA8424'THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A FIVE STRAND BARBED
 AA8424'WIRE FENCE ON RUSTY STEEL POSTS, 40.5 FT (12.3 M) WEST-NORTHWEST OF
 AA8424'THE CENTERLINE OF CONECUH COUNTY ROAD NO. 15, 56.0 FT (17.1 M)
 AA8424'SOUTH-SOUTHWEST OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE
 AA8424'FENCE LINE, 62.4 FT (19.0 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 3
 AA8424'63 R 21, 92.6 FT (28.2 M) WEST OF A CROSS TIE POST IN THE FENCE LINE
 AA8424'ACROSS THE ROAD, 97.6 FT (29.7 M) NORTHWEST OF A POWER POLE WITH ONE
 AA8424'GUY WIRE ACROSS THE ROAD, 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A
 AA8424'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-41
 AA8424'MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8425 ***********************************************************************
 AA8425  DESIGNATION -  18 43
 AA8425  PID         -  AA8425
 AA8425  STATE/COUNTY-  AL/CONECUH
 AA8425  USGS QUAD   -  FRISCO CITY SE (1984)
 AA8425
 AA8425                         *CURRENT SURVEY CONTROL
 AA8425  ___________________________________________________________________
 AA8425* NAD 83(1992)-  31 19 10.18260(N)    087 21 32.03760(W)     ADJUSTED  
 AA8425* NAVD 88     -       113.2    (meters)     371.     (feet)  VERTCON   
 AA8425  ___________________________________________________________________
 AA8425  X           -     251,305.825 (meters)                     COMP
 AA8425  Y           -  -5,447,942.041 (meters)                     COMP
 AA8425  Z           -   3,296,250.355 (meters)                     COMP
 AA8425  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AA8425  ELLIP HEIGHT-          85.24  (meters)          (07/29/02) GPS OBS
 AA8425  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA8425
 AA8425  HORZ ORDER  -  FIRST
 AA8425  ELLP ORDER  -  FOURTH    CLASS I
 AA8425
 AA8425.The horizontal coordinates were established by GPS observations
 AA8425.and adjusted by the National Geodetic Survey in September 1995..
 AA8425
 AA8425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8425
 AA8425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8425
 AA8425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8425
 AA8425.The ellipsoidal height was determined by GPS observations
 AA8425.and is referenced to NAD 83.
 AA8425
 AA8425.The geoid height was determined by GEOID03.
 AA8425
 AA8425;                    North         East     Units Scale Factor Converg.
 AA8425;SPC AL W     -   146,282.906   613,429.688   MT  0.99993556   +0 04 24.0
 AA8425;UTM  16      - 3,465,066.496   465,851.956   MT  0.99961438   -0 11 11.6
 AA8425
 AA8425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8425!SPC AL W     -   0.99998662  x   0.99993556  =   0.99992218
 AA8425!UTM  16      -   0.99998662  x   0.99961438  =   0.99960100
 AA8425
 AA8425:                Primary Azimuth Mark                     Grid Az
 AA8425:SPC AL W     -  50 53                                    008 24 30.0
 AA8425:UTM  16      -  50 53                                    008 40 05.6
 AA8425
 AA8425|---------------------------------------------------------------------|
 AA8425| PID    Reference Object                     Distance      Geod. Az  |
 AA8425|                                                           dddmmss.s |
 AA8425| AA8474 50 53                               422.120 METERS 0082854.0 |
 AA8425|---------------------------------------------------------------------|
 AA8425
 AA8425                          SUPERSEDED SURVEY CONTROL
 AA8425
 AA8425  ELLIP H (09/29/95)   85.32   (m)                       GP(       ) 3 2
 AA8425  NGVD 29 (09/29/95)  113.2    (m)          371.     (f) GPS OBS        
 AA8425
 AA8425.Superseded values are not recommended for survey control.
 AA8425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8425.See file dsdata.txt to determine how the superseded data were derived.
 AA8425
 AA8425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6585265066(NAD 83)
 AA8425_MARKER: DD = SURVEY DISK
 AA8425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8425_STAMPING: 18-43 1994
 AA8425_MARK LOGO: ALHD  
 AA8425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8425+STABILITY: SURFACE MOTION
 AA8425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8425+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8425
 AA8425  HISTORY     - Date     Condition        Report By
 AA8425  HISTORY     - 1994     MONUMENTED       ALHD
 AA8425
 AA8425                          STATION DESCRIPTION
 AA8425
 AA8425'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8425'THE STATION IS LOCATED IN CONECUH COUNTY ON THE EAST RIGHT OF WAY OF A
 AA8425'GRAVEL ROAD (STAGE COACH ROAD), ABOUT 7.30 MI (11.75 KM) WEST OF RANGE
 AA8425'AND ABOUT 9.50 MI (15.29 KM) SOUTHWEST OF REPTON. TO REACH THE STATION
 AA8425'FROM EXIT 93 ON I-65 (MILE POST 98.60 ON U.S. 84) ABOUT 3.5 MI (5.6
 AA8425'KM) SOUTHWEST OF EVERGREEN, DRIVE WEST ON U.S. 84 FOR 16.30 MI (26.23
 AA8425'KM) TO MILE POST 82.30 AND A PAVED COUNTY ROAD ON THE LEFT AT THE
 AA8425'CONECUH - MONROE COUNTY LINE, TURN LEFT ON THE PAVED COUNTY ROAD AND
 AA8425'DRIVE SOUTHWEST FOR 1.40 MI (2.25 KM) TO THE END OF PAVEMENT, CONTINUE
 AA8425'SOUTHWEST ON A GRAVEL ROAD FOR 7.65 MI (12.31 KM) TO THE STATION ON
 AA8425'THE LEFT. THE STATION IS 2.5 FT (0.8 M) WEST OF A HOG WIRE AND BARBED
 AA8425'WIRE FENCE ON OLD WOOD POSTS, 22.2 FT (6.8 M) EAST OF THE CENTER OF A
 AA8425'GRAVEL ROAD (STAGE COACH ROAD), 64.0 FT (19.5 M) NORTHEAST OF THE
 AA8425'NORTH END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A DRIVEWAY ACROSS
 AA8425'THE ROAD, 67.6 FT (20.6 M) NORTHEAST OF A FENCE CORNER ACROSS THE
 AA8425'ROAD, 2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8425'WITH THE GROUND. STATION 50-53 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8425'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8426 ***********************************************************************
 AA8426  DESIGNATION -  18 44
 AA8426  PID         -  AA8426
 AA8426  STATE/COUNTY-  AL/CONECUH
 AA8426  USGS QUAD   -  RANGE (1971)
 AA8426
 AA8426                         *CURRENT SURVEY CONTROL
 AA8426  ___________________________________________________________________
 AA8426* NAD 83(1992)-  31 17 54.37515(N)    087 13 08.14718(W)     ADJUSTED  
 AA8426* NAVD 88     -        85.4    (meters)     280.     (feet)  VERTCON   
 AA8426  ___________________________________________________________________
 AA8426  X           -     264,671.720 (meters)                     COMP
 AA8426  Y           -  -5,448,500.065 (meters)                     COMP
 AA8426  Z           -   3,294,241.167 (meters)                     COMP
 AA8426  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 AA8426  ELLIP HEIGHT-          57.53  (meters)          (07/29/02) GPS OBS
 AA8426  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA8426
 AA8426  HORZ ORDER  -  FIRST
 AA8426  ELLP ORDER  -  FOURTH    CLASS I
 AA8426
 AA8426.The horizontal coordinates were established by GPS observations
 AA8426.and adjusted by the National Geodetic Survey in September 1995..
 AA8426
 AA8426.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8426
 AA8426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8426
 AA8426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8426
 AA8426.The ellipsoidal height was determined by GPS observations
 AA8426.and is referenced to NAD 83.
 AA8426
 AA8426.The geoid height was determined by GEOID03.
 AA8426
 AA8426;                    North         East     Units Scale Factor Converg.
 AA8426;SPC AL W     -   143,973.801   626,757.708   MT  0.99994216   +0 08 45.7
 AA8426;UTM  16      - 3,462,697.755   479,164.987   MT  0.99960535   -0 06 49.4
 AA8426
 AA8426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8426!SPC AL W     -   0.99999097  x   0.99994216  =   0.99993313
 AA8426!UTM  16      -   0.99999097  x   0.99960535  =   0.99959632
 AA8426
 AA8426:                Primary Azimuth Mark                     Grid Az
 AA8426:SPC AL W     -  18 45                                    350 52 51.1
 AA8426:UTM  16      -  18 45                                    351 08 26.2
 AA8426
 AA8426|---------------------------------------------------------------------|
 AA8426| PID    Reference Object                     Distance      Geod. Az  |
 AA8426|                                                           dddmmss.s |
 AA8426| AA8427 18 45                               419.449 METERS 3510136.8 |
 AA8426|---------------------------------------------------------------------|
 AA8426
 AA8426                          SUPERSEDED SURVEY CONTROL
 AA8426
 AA8426  ELLIP H (09/29/95)   57.63   (m)                       GP(       ) 3 2
 AA8426  NGVD 29 (09/29/95)   85.4    (m)          280.     (f) GPS OBS        
 AA8426
 AA8426.Superseded values are not recommended for survey control.
 AA8426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8426.See file dsdata.txt to determine how the superseded data were derived.
 AA8426
 AA8426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7916562698(NAD 83)
 AA8426_MARKER: DD = SURVEY DISK
 AA8426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8426_STAMPING: 18-44 1994
 AA8426_MARK LOGO: ALHD  
 AA8426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8426+STABILITY: SURFACE MOTION
 AA8426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8426+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8426
 AA8426  HISTORY     - Date     Condition        Report By
 AA8426  HISTORY     - 1994     MONUMENTED       ALHD
 AA8426
 AA8426                          STATION DESCRIPTION
 AA8426
 AA8426'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8426'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA8426'ALA 41, ABOUT 1.35 MI (2.17 KM) SOUTHWEST OF RANGE AND ABOUT 11.65 MI
 AA8426'(18.75 KM) WEST OF CASTLEBERRY. TO REACH THE STATION FROM EXIT 77 ON
 AA8426'I-65 (MILE POST 24.50 ON ALA 41) DRIVE NORTHWEST AND NORTH ON ALA 41
 AA8426'FOR 1.80 MI (2.90 KM) TO MILE POST 26.30 AND THE STATION ON THE LEFT.
 AA8426'THE STATION IS 3.0 FT (0.9 M) EAST OF A TWO STRAND BARBED WIRE
 AA8426'ELECTRIC FENCE ON SMALL WOOD PINS, 38.6 FT (11.8 M) WEST OF THE
 AA8426'CENTERLINE OF ALA 41, 39.2 FT (11.9 M) SOUTH OF A TREATED WOOD POST IN
 AA8426'THE FENCE LINE, 78.1 FT (23.8 M) NORTH OF A TREATED WOOD POST IN THE
 AA8426'FENCE LINE, 98.0 FT (29.9 M) SOUTH OF A POWER POLE, 138.0 FT (42.1 M)
 AA8426'NORTHWEST OF THE NORTH END OF A WHITE BOARD FENCE ACROSS THE ROAD, 2.7
 AA8426'FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8426'GROUND. STATION 18-45 MAY BE USED AS AN AZINUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8427 ***********************************************************************
 AA8427  DESIGNATION -  18 45
 AA8427  PID         -  AA8427
 AA8427  STATE/COUNTY-  AL/CONECUH
 AA8427  USGS QUAD   -  RANGE (1971)
 AA8427
 AA8427                         *CURRENT SURVEY CONTROL
 AA8427  ___________________________________________________________________
 AA8427* NAD 83(1992)-  31 18 07.82760(N)    087 13 10.62107(W)     ADJUSTED  
 AA8427* NAVD 88     -        84.2    (meters)     276.     (feet)  GPS OBS   
 AA8427  ___________________________________________________________________
 AA8427  X           -     264,595.879 (meters)                     COMP
 AA8427  Y           -  -5,448,287.177 (meters)                     COMP
 AA8427  Z           -   3,294,594.535 (meters)                     COMP
 AA8427  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA8427  ELLIP HEIGHT-          56.28  (meters)          (08/29/05) GPS OBS
 AA8427  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA8427
 AA8427  HORZ ORDER  -  A
 AA8427  ELLP ORDER  -  FOURTH    CLASS I
 AA8427
 AA8427.The horizontal coordinates were established by GPS observations
 AA8427.and adjusted by the National Geodetic Survey in August 2005..
 AA8427
 AA8427.The orthometric height was determined by GPS observations and a
 AA8427.high-resolution geoid model.
 AA8427
 AA8427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8427
 AA8427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8427
 AA8427.The ellipsoidal height was determined by GPS observations
 AA8427.and is referenced to NAD 83.
 AA8427
 AA8427.The geoid height was determined by GEOID03.
 AA8427
 AA8427;                    North         East     Units Scale Factor Converg.
 AA8427;SPC AL W     -   144,387.925   626,691.235   MT  0.99994212   +0 08 44.4
 AA8427;UTM  16      - 3,463,112.036   479,100.413   MT  0.99960539   -0 06 50.8
 AA8427
 AA8427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8427!SPC AL W     -   0.99999116  x   0.99994212  =   0.99993328
 AA8427!UTM  16      -   0.99999116  x   0.99960539  =   0.99959656
 AA8427
 AA8427:                Primary Azimuth Mark                     Grid Az
 AA8427:SPC AL W     -  18 44                                    170 52 51.1
 AA8427:UTM  16      -  18 44                                    171 08 26.3
 AA8427
 AA8427|---------------------------------------------------------------------|
 AA8427| PID    Reference Object                     Distance      Geod. Az  |
 AA8427|                                                           dddmmss.s |
 AA8427| AA8426 18 44                               419.449 METERS 1710135.5 |
 AA8427|---------------------------------------------------------------------|
 AA8427
 AA8427                          SUPERSEDED SURVEY CONTROL
 AA8427
 AA8427  ELLIP H (07/29/02)   56.20   (m)                       GP(       ) 4 1
 AA8427  NAD 83(1992)-  31 18 07.82851(N)    087 13 10.61982(W) AD(       ) 1
 AA8427  ELLIP H (09/29/95)   56.30   (m)                       GP(       ) 3 2
 AA8427  NGVD 29 (09/29/95)   84.1    (m)          276.     (f) GPS OBS        
 AA8427
 AA8427.Superseded values are not recommended for survey control.
 AA8427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8427.See file dsdata.txt to determine how the superseded data were derived.
 AA8427
 AA8427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7910063112(NAD 83)
 AA8427_MARKER: DD = SURVEY DISK
 AA8427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8427_STAMPING: 18-45 1994
 AA8427_MARK LOGO: ALHD  
 AA8427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8427+STABILITY: SURFACE MOTION
 AA8427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8427+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA8427
 AA8427  HISTORY     - Date     Condition        Report By
 AA8427  HISTORY     - 1994     MONUMENTED       ALHD
 AA8427  HISTORY     - 20040412 GOOD             ALHD
 AA8427  HISTORY     - 20040624 GOOD             ALDOT
 AA8427
 AA8427                          STATION DESCRIPTION
 AA8427
 AA8427'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8427'THE STATION IS LOCATED IN CONECUH COUNTY ON THE WEST RIGHT OF WAY OF
 AA8427'ALA 41, ABOUT 1.15 MI (1.85 KM) SOUTHWEST OF RANGE AND ABOUT 11.70 MI
 AA8427'(18.83 KM) WEST OF CASTLEBERRY. TO REACH THE STATION FROM EXIT 77 ON
 AA8427'I-65 (MILE POST 24.50 ON ALA 41) DRIVE NORTHWEST AND NORTH ON ALA 41
 AA8427'FOR 2.05 MI (3.30 KM) TO MILE POST 26.55 AND THE STATION ON THE LEFT.
 AA8427'THE STATION IS 3.0 FT (0.9 M) EAST OF A SIX STRAND BARBED WIRE FENCE
 AA8427'ON TREATED WOOD POSTS, 37.0 FT (11.3 M) WEST OF THE CENTERLINE OF ALA
 AA8427'41, 106.3 FT (32.4 M) NORTH OF THE SOUTHEAST CROSS TIE CORNER POST OF
 AA8427'THE FENCE AND THE EAST POST OF A PIPE GATE, 107.6 FT (32.8 M) SOUTH OF
 AA8427'THE NORTHEAST CORNER OF THE FENCE, 129.6 FT (39.5 M) NORTH-NORTHWEST
 AA8427'OF THE NORTH END OF A TWENTY FOUR-INCH CORREGATED METAL PIPE UNDER A
 AA8427'DRIVEWAY, 140.0 FT (42.7 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA8427'146.0 FT (44.5 M) SOUTH OF A JUNCTION POWER POLE WITH ONE GUY WIRE,
 AA8427'155.9 FT (47.5 M) NORTH OF A TRANSFORMER POWER POLE, 3.7 FT (1.1 M)
 AA8427'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8427'STATION 18-44 MAY BE USED AS AN AZINUTH FOR THIS STATION.
 AA8427
 AA8427                          STATION RECOVERY (2004)
 AA8427
 AA8427'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA8427'RECOVERED IN GOOD CONDITION.
 AA8427
 AA8427                          STATION RECOVERY (2004)
 AA8427
 AA8427'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JR)
 AA8427'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2092 ***********************************************************************
 BU2092  DESIGNATION -  18 5
 BU2092  PID         -  BU2092
 BU2092  STATE/COUNTY-  AL/CONECUH
 BU2092  USGS QUAD   -  SKINNERTON (1971)
 BU2092
 BU2092                         *CURRENT SURVEY CONTROL
 BU2092  ___________________________________________________________________
 BU2092* NAD 83(1992)-  31 38 37.85413(N)    087 07 17.73411(W)     ADJUSTED  
 BU2092* NAVD 88     -       148.2    (meters)     486.     (feet)  VERTCON   
 BU2092  ___________________________________________________________________
 BU2092  X           -     272,926.157 (meters)                     COMP
 BU2092  Y           -  -5,428,126.818 (meters)                     COMP
 BU2092  Z           -   3,326,939.217 (meters)                     COMP
 BU2092  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 BU2092  ELLIP HEIGHT-         120.51  (meters)          (07/29/02) GPS OBS
 BU2092  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BU2092
 BU2092  HORZ ORDER  -  FIRST
 BU2092  ELLP ORDER  -  FOURTH    CLASS I
 BU2092
 BU2092.The horizontal coordinates were established by GPS observations
 BU2092.and adjusted by the National Geodetic Survey in December 1992..
 BU2092
 BU2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2092
 BU2092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2092
 BU2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2092
 BU2092.The ellipsoidal height was determined by GPS observations
 BU2092.and is referenced to NAD 83.
 BU2092
 BU2092.The geoid height was determined by GEOID03.
 BU2092
 BU2092;                    North         East     Units Scale Factor Converg.
 BU2092;SPC AL W     -   182,297.659   635,892.134   MT  0.99994922   +0 11 54.7
 BU2092;UTM  16      - 3,500,966.498   488,470.733   MT  0.99960164   -0 03 49.7
 BU2092
 BU2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2092!SPC AL W     -   0.99998108  x   0.99994922  =   0.99993030
 BU2092!UTM  16      -   0.99998108  x   0.99960164  =   0.99958272
 BU2092
 BU2092:                Primary Azimuth Mark                     Grid Az
 BU2092:SPC AL W     -  18 6                                     051 42 28.0
 BU2092:UTM  16      -  18 6                                     051 58 12.4
 BU2092
 BU2092|---------------------------------------------------------------------|
 BU2092| PID    Reference Object                     Distance      Geod. Az  |
 BU2092|                                                           dddmmss.s |
 BU2092| BU2093 18 6                                APPROX. 0.5 KM 0515422.7 |
 BU2092|---------------------------------------------------------------------|
 BU2092
 BU2092                          SUPERSEDED SURVEY CONTROL
 BU2092
 BU2092  ELLIP H (12/04/92)  120.57   (m)                       GP(       ) 4 1
 BU2092  NAD 83(1986)-  31 38 37.86697(N)    087 07 17.73797(W) AD(       ) 1
 BU2092  NGVD 29 (12/04/92)  148.2    (m)          486.     (f) GPS OBS        
 BU2092
 BU2092.Superseded values are not recommended for survey control.
 BU2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2092.See file dsdata.txt to determine how the superseded data were derived.
 BU2092
 BU2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA8847100966(NAD 83)
 BU2092_MARKER: DD = SURVEY DISK
 BU2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2092_SP_SET: CONCRETE POST
 BU2092_STAMPING: 18-5 1991
 BU2092_MARK LOGO: ALHD  
 BU2092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2092+STABILITY: SURFACE MOTION
 BU2092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2092+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1992
 BU2092
 BU2092  HISTORY     - Date     Condition        Report By
 BU2092  HISTORY     - 1991     MONUMENTED       ALHD
 BU2092  HISTORY     - 19920401 GOOD
 BU2092
 BU2092                          STATION DESCRIPTION
 BU2092
 BU2092'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2092'THE STATION IS LOCATED IN CONECUH COUNTY ON THE SOUTHEAST RIGHT OF WAY
 BU2092'OF MONROE COUNTY ROAD NO 5, ABOUT 8.10 MI (13.04 KM) SOUTHEAST OF
 BU2092'BEATRICE AND ABOUT 14.30 MI (23.01 KM) NORTHEAST OF MONROEVILLE.
 BU2092'TO REACH THE STATION FROM THE JUNCTION OF ALA 47 AND ALA 83 (MILE POST
 BU2092'33.05 ON ALA 47 AND MILE POST 24.30 ON ALA 83) IN MIDWAY, DRIVE WEST
 BU2092'ON ALA 47 FOR 1.90 MI (3.06 KM) TO MILE POST 31.15 AND MONROE COUNTY
 BU2092'ROAD NO. 9 ON THE LEFT, TURN LEFT ON MONROE COUNTY ROAD NO. 9 AND
 BU2092'DRIVE SOUTH, SOUTHWEST, AND SOUTH FOR 6.05 MI (9.74 KM) TO A
 BU2092'T-INTERSECTION WITH MONROE COUNTY ROAD NO. 5 LEFT AND RIGHT, TURN
 BU2092'RIGHT ON MONROE COUNTY ROAD NO. 5 AND DRIVE SOUTHWEST FOR 0.80 MI
 BU2092'(1.29 KM) TO THE STATION ON THE LEFT.
 BU2092'THE STATION IS 41.1 FT (12.5 M) SOUTHEAST OF THE CENTERLINE OF MONROE
 BU2092'COUNTY ROAD NO. 5, 119.4 FT (36.4 M) SOUTH OF TELEPHONE CABLE
 BU2092'PEDESTAL NO. 2 120R 42B ACROSS MONROE COUNTY ROAD NO. 5, 2.0 FT
 BU2092'(0.6 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BU2092'WITH THE GROUND.
 BU2092'STATION 18-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2092
 BU2092                          STATION RECOVERY (1992)
 BU2092
 BU2092'RECOVERED 1992
 BU2092'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2093 ***********************************************************************
 BU2093  DESIGNATION -  18 6
 BU2093  PID         -  BU2093
 BU2093  STATE/COUNTY-  AL/CONECUH
 BU2093  USGS QUAD   -  SKINNERTON (1971)
 BU2093
 BU2093                         *CURRENT SURVEY CONTROL
 BU2093  ___________________________________________________________________
 BU2093* NAD 83(1992)-  31 38 47.97801(N)    087 07 02.63728(W)     ADJUSTED  
 BU2093* NAVD 88     -       142.7    (meters)     468.     (feet)  VERTCON   
 BU2093  ___________________________________________________________________
 BU2093  X           -     273,314.986 (meters)                     COMP
 BU2093  Y           -  -5,427,938.758 (meters)                     COMP
 BU2093  Z           -   3,327,201.790 (meters)                     COMP
 BU2093  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 BU2093  ELLIP HEIGHT-         115.01  (meters)          (07/29/02) GPS OBS
 BU2093  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BU2093
 BU2093  HORZ ORDER  -  FIRST
 BU2093  ELLP ORDER  -  FOURTH    CLASS I
 BU2093
 BU2093.The horizontal coordinates were established by GPS observations
 BU2093.and adjusted by the National Geodetic Survey in December 1992..
 BU2093
 BU2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2093
 BU2093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2093
 BU2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2093
 BU2093.The ellipsoidal height was determined by GPS observations
 BU2093.and is referenced to NAD 83.
 BU2093
 BU2093.The geoid height was determined by GEOID03.
 BU2093
 BU2093;                    North         East     Units Scale Factor Converg.
 BU2093;SPC AL W     -   182,610.844   636,288.807   MT  0.99994957   +0 12 02.7
 BU2093;UTM  16      - 3,501,277.755   488,868.696   MT  0.99960153   -0 03 41.7
 BU2093
 BU2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2093!SPC AL W     -   0.99998194  x   0.99994957  =   0.99993151
 BU2093!UTM  16      -   0.99998194  x   0.99960153  =   0.99958348
 BU2093
 BU2093:                Primary Azimuth Mark                     Grid Az
 BU2093:SPC AL W     -  18 5                                     231 42 27.9
 BU2093:UTM  16      -  18 5                                     231 58 12.3
 BU2093
 BU2093|---------------------------------------------------------------------|
 BU2093| PID    Reference Object                     Distance      Geod. Az  |
 BU2093|                                                           dddmmss.s |
 BU2093| BU2092 18 5                                APPROX. 0.5 KM 2315430.6 |
 BU2093|---------------------------------------------------------------------|
 BU2093
 BU2093                          SUPERSEDED SURVEY CONTROL
 BU2093
 BU2093  ELLIP H (12/04/92)  115.07   (m)                       GP(       ) 4 1
 BU2093  NAD 83(1986)-  31 38 47.99083(N)    087 07 02.64113(W) AD(       ) 1
 BU2093  NGVD 29 (12/04/92)  142.7    (m)          468.     (f) GPS OBS        
 BU2093
 BU2093.Superseded values are not recommended for survey control.
 BU2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2093.See file dsdata.txt to determine how the superseded data were derived.
 BU2093
 BU2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA8886901278(NAD 83)
 BU2093_MARKER: DD = SURVEY DISK
 BU2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2093_SP_SET: CONCRETE POST
 BU2093_STAMPING: 18-6 1991
 BU2093_MARK LOGO: ALHD  
 BU2093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2093+STABILITY: SURFACE MOTION
 BU2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2093+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2093
 BU2093  HISTORY     - Date     Condition        Report By
 BU2093  HISTORY     - 1991     MONUMENTED       ALHD
 BU2093  HISTORY     - 19920402 GOOD
 BU2093  HISTORY     - 19930608 GOOD             ALHD
 BU2093
 BU2093                          STATION DESCRIPTION
 BU2093
 BU2093'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2093'THE STATION IS LOCATED IN CONECUH COUNTY ON THE SOUTHEAST RIGHT OF WAY
 BU2093'OF MONROE COUNTY ROAD NO 5, ABOUT 8.15 MI (13.12 KM) SOUTHEAST OF
 BU2093'BEATRICE AND ABOUT 14.65 MI (23.58 KM) NORTHEAST OF MONROEVILLE.
 BU2093'TO REACH THE STATION FROM THE JUNCTION OF ALA 47 AND ALA 83 (MILE POST
 BU2093'33.05 ON ALA 47 AND MILE POST 24.30 ON ALA 83) IN MIDWAY, DRIVE WEST
 BU2093'ON ALA 47 FOR 1.90 MI (3.06 KM) TO MILE POST 31.15 AND MONROE COUNTY
 BU2093'ROAD NO. 9 ON THE LEFT, TURN LEFT ON MONROE COUNTY ROAD NO. 9 AND
 BU2093'DRIVE SOUTH, SOUTHWEST, AND SOUTH FOR 6.05 MI (9.74 KM) TO A
 BU2093'T-INTERSECTION WITH MONROE COUNTY ROAD NO. 5 LEFT AND RIGHT, TURN
 BU2093'RIGHT ON MONROE COUNTY ROAD NO. 5 AND DRIVE SOUTHWEST FOR 0.45 MI
 BU2093'(0.72 KM) TO THE STATION ON THE LEFT.
 BU2093'THE STATION IS 42.0 FT (12.8 M) SOUTHEAST OF THE CENTERLINE OF MONROE
 BU2093'COUNTY ROAD NO. 5, APPROXIMATELY 52 YARDS NORTHEAST OF A CONCRETE
 BU2093'PROPERTY CORNER, 1.7 FT (0.5 M) NORTH-NORTHWEST OF A CARSONITE
 BU2093'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2093'STATION 18-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2093
 BU2093                          STATION RECOVERY (1992)
 BU2093
 BU2093'RECOVERED 1992
 BU2093'RECOVERED IN GOOD CONDITION.
 BU2093
 BU2093                          STATION RECOVERY (1993)
 BU2093
 BU2093'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2205 ***********************************************************************
 AA2205  DESIGNATION -  18 7
 AA2205  PID         -  AA2205
 AA2205  STATE/COUNTY-  AL/CONECUH
 AA2205  USGS QUAD   -  BROOKLYN (1982)
 AA2205
 AA2205                         *CURRENT SURVEY CONTROL
 AA2205  ___________________________________________________________________
 AA2205* NAD 83(1992)-  31 16 42.72107(N)    086 51 51.21579(W)     ADJUSTED  
 AA2205* NAVD 88     -       100.3    (meters)     329.     (feet)  VERTCON   
 AA2205  ___________________________________________________________________
 AA2205  X           -     298,460.082 (meters)                     COMP
 AA2205  Y           -  -5,447,914.645 (meters)                     COMP
 AA2205  Z           -   3,292,363.229 (meters)                     COMP
 AA2205  LAPLACE CORR-           2.25  (seconds)                    DEFLEC99
 AA2205  ELLIP HEIGHT-          72.86  (meters)          (07/29/02) GPS OBS
 AA2205  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA2205
 AA2205  HORZ ORDER  -  FIRST
 AA2205  ELLP ORDER  -  FOURTH    CLASS I
 AA2205
 AA2205.The horizontal coordinates were established by GPS observations
 AA2205.and adjusted by the National Geodetic Survey in December 1994..
 AA2205
 AA2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2205
 AA2205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2205
 AA2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2205
 AA2205.The ellipsoidal height was determined by GPS observations
 AA2205.and is referenced to NAD 83.
 AA2205
 AA2205.The geoid height was determined by GEOID03.
 AA2205
 AA2205;                    North         East     Units Scale Factor Converg.
 AA2205;SPC AL W     -   141,907.410   660,538.407   MT  0.99997852   +0 19 48.4
 AA2205;UTM  16      - 3,460,479.074   512,923.929   MT  0.99960206   +0 04 13.8
 AA2205
 AA2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2205!SPC AL W     -   0.99998856  x   0.99997852  =   0.99996708
 AA2205!UTM  16      -   0.99998856  x   0.99960206  =   0.99959062
 AA2205
 AA2205:                Primary Azimuth Mark                     Grid Az
 AA2205:SPC AL W     -  18 8                                     084 50 55.1
 AA2205:UTM  16      -  18 8                                     085 06 29.7
 AA2205
 AA2205|---------------------------------------------------------------------|
 AA2205| PID    Reference Object                     Distance      Geod. Az  |
 AA2205|                                                           dddmmss.s |
 AA2205| AA2206 18 8                                436.492 METERS 0851043.5 |
 AA2205|---------------------------------------------------------------------|
 AA2205
 AA2205                          SUPERSEDED SURVEY CONTROL
 AA2205
 AA2205  ELLIP H (12/16/94)   72.96   (m)                       GP(       ) 3 2
 AA2205  NGVD 29 (12/16/94)  100.3    (m)          329.     (f) GPS OBS        
 AA2205
 AA2205.Superseded values are not recommended for survey control.
 AA2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2205.See file dsdata.txt to determine how the superseded data were derived.
 AA2205
 AA2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1292460479(NAD 83)
 AA2205_MARKER: DD = SURVEY DISK
 AA2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2205_SP_SET: CONCRETE POST
 AA2205_STAMPING: 18-7 1993
 AA2205_MARK LOGO: ALHD  
 AA2205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2205+STABILITY: SURFACE MOTION
 AA2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2205+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2205
 AA2205  HISTORY     - Date     Condition        Report By
 AA2205  HISTORY     - 1993     MONUMENTED       ALHD
 AA2205
 AA2205                          STATION DESCRIPTION
 AA2205
 AA2205'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2205'THE STATION IS LOCATED IN CONECUH COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2205'CONECUH COUNTY ROAD NO. 6, ABOUT 9.50 MI (15.29 KM) EAST-SOUTHEAST OF
 AA2205'CASTLEBERRY AND ABOUT 12.05 MI (19.39 KM) SOUTH-SOUTHEAST OF
 AA2205'EVERGREEN. TO REACH THE STATION FROM EXIT 83 ON I-65, DRIVE SOUTHEAST
 AA2205'AND EAST ON CONECUH COUNTY ROAD NO. 6 FOR 7.65 MI (12.31 KM) TO U.S.
 AA2205'31 LEFT AND RIGHT IN CASTLEBERRY, CONTINUE EAST ON CONECUH COUNTY ROAD
 AA2205'NO. 6 FOR 10.25 MI (16.50 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA2205'IS 3.0 FT (0.9 M) NORTH OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED
 AA2205'WIRE ON OLD WOOD POSTS, 36.8 FT (11.2 M) EAST-NORTHEAST OF THE
 AA2205'NORTHWEST CORNER OF THE FENCE AND THE EAST POST OF A METAL GATE, 38.5
 AA2205'FT (11.7 M) SOUTH OF THE CENTER OF CONECUH COUNTY ROAD NO. 6, 154.5 FT
 AA2205'(47.1 M) WEST-SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 3.0 FT (0.9
 AA2205'M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2205'STATION 18-8 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2206 ***********************************************************************
 AA2206  DESIGNATION -  18 8
 AA2206  PID         -  AA2206
 AA2206  STATE/COUNTY-  AL/CONECUH
 AA2206  USGS QUAD   -  BROOKLYN (1982)
 AA2206
 AA2206                         *CURRENT SURVEY CONTROL
 AA2206  ___________________________________________________________________
 AA2206* NAD 83(1992)-  31 16 43.91194(N)    086 51 34.77256(W)     ADJUSTED  
 AA2206* NAVD 88     -        97.4    (meters)     320.     (feet)  VERTCON   
 AA2206  ___________________________________________________________________
 AA2206  X           -     298,893.207 (meters)                     COMP
 AA2206  Y           -  -5,447,869.389 (meters)                     COMP
 AA2206  Z           -   3,292,393.096 (meters)                     COMP
 AA2206  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AA2206  ELLIP HEIGHT-          70.01  (meters)          (07/29/02) GPS OBS
 AA2206  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AA2206
 AA2206  HORZ ORDER  -  FIRST
 AA2206  ELLP ORDER  -  FOURTH    CLASS I
 AA2206
 AA2206.The horizontal coordinates were established by GPS observations
 AA2206.and adjusted by the National Geodetic Survey in December 1994..
 AA2206
 AA2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2206
 AA2206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2206
 AA2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2206
 AA2206.The ellipsoidal height was determined by GPS observations
 AA2206.and is referenced to NAD 83.
 AA2206
 AA2206.The geoid height was determined by GEOID03.
 AA2206
 AA2206;                    North         East     Units Scale Factor Converg.
 AA2206;SPC AL W     -   141,946.600   660,973.127   MT  0.99997917   +0 19 56.9
 AA2206;UTM  16      - 3,460,516.280   513,358.658   MT  0.99960220   +0 04 22.3
 AA2206
 AA2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2206!SPC AL W     -   0.99998901  x   0.99997917  =   0.99996818
 AA2206!UTM  16      -   0.99998901  x   0.99960220  =   0.99959121
 AA2206
 AA2206:                Primary Azimuth Mark                     Grid Az
 AA2206:SPC AL W     -  18 7                                     264 50 55.2
 AA2206:UTM  16      -  18 7                                     265 06 29.8
 AA2206
 AA2206|---------------------------------------------------------------------|
 AA2206| PID    Reference Object                     Distance      Geod. Az  |
 AA2206|                                                           dddmmss.s |
 AA2206| AA2205 18 7                                436.492 METERS 2651052.1 |
 AA2206|---------------------------------------------------------------------|
 AA2206
 AA2206                          SUPERSEDED SURVEY CONTROL
 AA2206
 AA2206  ELLIP H (12/16/94)   70.11   (m)                       GP(       ) 3 2
 AA2206  NGVD 29 (12/16/94)   97.4    (m)          320.     (f) GPS OBS        
 AA2206
 AA2206.Superseded values are not recommended for survey control.
 AA2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2206.See file dsdata.txt to determine how the superseded data were derived.
 AA2206
 AA2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1335960516(NAD 83)
 AA2206_MARKER: DD = SURVEY DISK
 AA2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2206_SP_SET: CONCRETE POST
 AA2206_STAMPING: 18-8 1993
 AA2206_MARK LOGO: ALHD  
 AA2206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2206+STABILITY: SURFACE MOTION
 AA2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2206+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2206
 AA2206  HISTORY     - Date     Condition        Report By
 AA2206  HISTORY     - 1993     MONUMENTED       ALHD
 AA2206
 AA2206                          STATION DESCRIPTION
 AA2206
 AA2206'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2206'THE STATION IS LOCATED IN CONECUH COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2206'CONECUH COUNTY ROAD NO. 6, ABOUT 9.80 MI (15.77 KM) EAST-SOUTHEAST OF
 AA2206'CASTLEBERRY AND ABOUT 12.10 MI (19.47 KM) SOUTH-SOUTHEAST OF
 AA2206'EVERGREEN. TO REACH THE STATION FROM EXIT 83 ON I-65, DRIVE SOUTHEAST
 AA2206'AND EAST ON CONECUH COUNTY ROAD NO. 6 FOR 7.65 MI (12.31 KM) TO U.S.
 AA2206'31 LEFT AND RIGHT IN CASTLEBERRY, CONTINUE EAST ON CONECUH COUNTY ROAD
 AA2206'NO. 6 FOR 10.50 MI (16.90 KM) TO THE STATION ON THE LEFT. THE STATION
 AA2206'IS 3.0 FT (0.9 M) SOUTH OF A PARTIALLY DOWN HOG WIRE FENCE ON OLD WOOD
 AA2206'POSTS, 40.5 FT (12.3 M) NORTH OF THE CENTER OF CONECUH COUNTY ROAD NO.
 AA2206'6, 41.7 FT (12.7 M) NORTHWEST OF A GRAPHIC SIDE ROAD SIGN, 70.0 FT
 AA2206'(21.3 M) WEST OF A POWER POLE, 3.3 FT (1.0 M) SOUTH OF A CARSONITE
 AA2206'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-7 1993 MAY BE
 AA2206'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2207 ***********************************************************************
 AA2207  DESIGNATION -  18 9
 AA2207  PID         -  AA2207
 AA2207  STATE/COUNTY-  AL/CONECUH
 AA2207  USGS QUAD   -  DIXIE (1981)
 AA2207
 AA2207                         *CURRENT SURVEY CONTROL
 AA2207  ___________________________________________________________________
 AA2207* NAD 83(1992)-  31 14 12.46385(N)    086 43 20.91188(W)     ADJUSTED  
 AA2207* NAVD 88     -        61.5    (meters)     202.     (feet)  VERTCON   
 AA2207  ___________________________________________________________________
 AA2207  X           -     312,072.828 (meters)                     COMP
 AA2207  Y           -  -5,449,524.085 (meters)                     COMP
 AA2207  Z           -   3,288,387.312 (meters)                     COMP
 AA2207  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 AA2207  ELLIP HEIGHT-          34.40  (meters)          (07/29/02) GPS OBS
 AA2207  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AA2207
 AA2207  HORZ ORDER  -  FIRST
 AA2207  ELLP ORDER  -  FOURTH    CLASS I
 AA2207
 AA2207.The horizontal coordinates were established by GPS observations
 AA2207.and adjusted by the National Geodetic Survey in December 1994..
 AA2207
 AA2207.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2207
 AA2207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2207
 AA2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2207
 AA2207.The ellipsoidal height was determined by GPS observations
 AA2207.and is referenced to NAD 83.
 AA2207
 AA2207.The geoid height was determined by GEOID03.
 AA2207
 AA2207;                    North         East     Units Scale Factor Converg.
 AA2207;SPC AL W     -   137,366.290   674,068.897   MT  1.00000098   +0 24 11.6
 AA2207;UTM  16      - 3,455,878.499   526,428.523   MT  0.99960861   +0 08 38.1
 AA2207
 AA2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2207!SPC AL W     -   0.99999460  x   1.00000098  =   0.99999558
 AA2207!UTM  16      -   0.99999460  x   0.99960861  =   0.99960321
 AA2207
 AA2207                          SUPERSEDED SURVEY CONTROL
 AA2207
 AA2207  ELLIP H (12/16/94)   34.48   (m)                       GP(       ) 3 2
 AA2207  NGVD 29 (12/16/94)   61.6    (m)          202.     (f) GPS OBS        
 AA2207
 AA2207.Superseded values are not recommended for survey control.
 AA2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2207.See file dsdata.txt to determine how the superseded data were derived.
 AA2207
 AA2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2642955878(NAD 83)
 AA2207_MARKER: DD = SURVEY DISK
 AA2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2207_SP_SET: CONCRETE POST
 AA2207_STAMPING: 18-9 1993
 AA2207_MARK LOGO: ALHD  
 AA2207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2207+STABILITY: SURFACE MOTION
 AA2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2207+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2207
 AA2207  HISTORY     - Date     Condition        Report By
 AA2207  HISTORY     - 1993     MONUMENTED       ALHD
 AA2207
 AA2207                          STATION DESCRIPTION
 AA2207
 AA2207'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2207'THE STATION IS LOCATED IN CONECUH COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2207'CONECUH COUNTY ROAD NO. 42, ABOUT 18.35 MI (29.53 KM) EAST-SOUTHEAST
 AA2207'OF CASTLEBERRY AND ABOUT 19.50 MI (31.38 KM) SOUTHEAST OF EVERGREEN.
 AA2207'TO REACH THE STATION FROM EXIT 83 ON I-65, DRIVE SOUTHEAST AND EAST ON
 AA2207'CONECUH COUNTY ROAD NO. 6 FOR 7.65 MI (12.31 KM) TO U.S. 31 LEFT AND
 AA2207'RIGHT IN CASTLEBERRY, CONTINUE EAST ON CONECUH COUNTY ROAD NO. 6 FOR
 AA2207'16.60 MI (26.71 KM) TO CONECUH COUNTY ROAD NO. 42 LEFT AND RIGHT IN
 AA2207'BROOKLYN, TURN RIGHT ON CONECUH COUNTY ROAD NO. 42 AND DRIVE SOUTHEAST
 AA2207'FOR 3.75 MI (6.03 KM) TO THE STATION ON THE LEFT. THE STATION IS 46.0
 AA2207'FT (14.0 M) NORTH-NORTHEAST OF THE CENTER OF CONECUH COUNTY ROAD NO.
 AA2207'42, 163.4 FT (49.8 M) EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO.
 AA2207'162, 165.5 FT (50.4 M) EAST-SOUTHEAST OF A TRANSFORMER POWER POLE, 2.0
 AA2207'FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2207'THE GROUND. STATION 18-10 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2207'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0139 ***********************************************************************
 CN0139  DESIGNATION -  183 A
 CN0139  PID         -  CN0139
 CN0139  STATE/COUNTY-  AL/ELMORE
 CN0139  USGS QUAD   -  WETUMPKA (1987)
 CN0139
 CN0139                         *CURRENT SURVEY CONTROL
 CN0139  ___________________________________________________________________
 CN0139* NAD 83(1986)-  32 32 22.     (N)    086 12 44.     (W)     SCALED    
 CN0139* NAVD 88     -        55.391  (meters)     181.73   (feet)  ADJUSTED  
 CN0139  ___________________________________________________________________
 CN0139  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CN0139  DYNAMIC HT  -          55.327 (meters)     181.52  (feet)  COMP
 CN0139  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 CN0139
 CN0139  VERT ORDER  -  SECOND    CLASS 0
 CN0139
 CN0139.The horizontal coordinates were scaled from a topographic map and have
 CN0139.an estimated accuracy of +/- 6 seconds.
 CN0139
 CN0139.The orthometric height was determined by differential leveling
 CN0139.and adjusted by the National Geodetic Survey in June 1991..
 CN0139
 CN0139.The geoid height was determined by GEOID03.
 CN0139
 CN0139.The dynamic height is computed by dividing the NAVD 88
 CN0139.geopotential number by the normal gravity value computed on the
 CN0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0139.degrees latitude (g = 980.6199 gals.).
 CN0139
 CN0139.The modeled gravity was interpolated from observed gravity values.
 CN0139
 CN0139;                    North         East    Units  Estimated Accuracy
 CN0139;SPC AL E     -   226,190.      164,410.      MT  (+/- 180 meters Scaled)
 CN0139
 CN0139                          SUPERSEDED SURVEY CONTROL
 CN0139
 CN0139  NGVD 29 (??/??/92)   55.363  (m)          181.64   (f) ADJ UNCH    2 0
 CN0139
 CN0139.Superseded values are not recommended for survey control.
 CN0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0139.See file dsdata.txt to determine how the superseded data were derived.
 CN0139
 CN0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB739005(NAD 83)
 CN0139_MARKER: P = PIPE CAP
 CN0139_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CN0139+WITH SETTING: INTO GROUND
 CN0139_STAMPING: 183 A
 CN0139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0139+STABILITY: SURFACE MOTION
 CN0139
 CN0139  HISTORY     - Date     Condition        Report By
 CN0139  HISTORY     - UNK      MONUMENTED       USGS
 CN0139  HISTORY     - 1949     GOOD             NGS
 CN0139
 CN0139                          STATION DESCRIPTION
 CN0139
 CN0139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0139'IN WETUMPKA.
 CN0139'AT WETUMPKA, ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 111 FROM THE
 CN0139'WEST END OF THE BIBB GRAVES BRIDGE OVER COOSA RIVER, THENCE ABOUT 0.15
 CN0139'MILE WEST ALONG A STREET.  AT THE WETUMPKA METHODIST CHURCH, 18.3 FEET
 CN0139'NORTHEAST OF THE NORTHWEST CORNER OF THE BRICK BUILDING, 9 1/2 FEET
 CN0139'NORTH OF THE NORTH WALL OF THE BUILDING AND PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1700 ***********************************************************************
 BU1700  DESIGNATION -  188+54.1
 BU1700  PID         -  BU1700
 BU1700  STATE/COUNTY-  AL/CLARKE
 BU1700  USGS QUAD   -  THOMASVILLE (1986)
 BU1700
 BU1700                         *CURRENT SURVEY CONTROL
 BU1700  ___________________________________________________________________
 BU1700* NAD 83(1986)-  31 57 25.     (N)    087 44 26.     (W)     SCALED    
 BU1700* NAVD 88     -       100.098  (meters)     328.40   (feet)  ADJUSTED  
 BU1700  ___________________________________________________________________
 BU1700  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BU1700  DYNAMIC HT  -          99.980 (meters)     328.02  (feet)  COMP
 BU1700  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 BU1700
 BU1700  VERT ORDER  -  SECOND    CLASS 0
 BU1700
 BU1700.The horizontal coordinates were scaled from a topographic map and have
 BU1700.an estimated accuracy of +/- 6 seconds.
 BU1700
 BU1700.The orthometric height was determined by differential leveling
 BU1700.and adjusted by the National Geodetic Survey in June 1991..
 BU1700
 BU1700.The geoid height was determined by GEOID03.
 BU1700
 BU1700.The dynamic height is computed by dividing the NAVD 88
 BU1700.geopotential number by the normal gravity value computed on the
 BU1700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1700.degrees latitude (g = 980.6199 gals.).
 BU1700
 BU1700.The modeled gravity was interpolated from observed gravity values.
 BU1700
 BU1700;                    North         East    Units  Estimated Accuracy
 BU1700;SPC AL W     -   216,980.      577,260.      MT  (+/- 180 meters Scaled)
 BU1700
 BU1700                          SUPERSEDED SURVEY CONTROL
 BU1700
 BU1700  NGVD 29 (??/??/92)  100.06   (m)          328.3    (f) COMPUTED    2 0
 BU1700
 BU1700.Superseded values are not recommended for survey control.
 BU1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1700.See file dsdata.txt to determine how the superseded data were derived.
 BU1700
 BU1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA300359(NAD 83)
 BU1700_MARKER: B = BOLT
 BU1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1700_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1700+STABILITY: SURFACE MOTION
 BU1700
 BU1700  HISTORY     - Date     Condition        Report By
 BU1700  HISTORY     - UNK      MONUMENTED       ALHD
 BU1700  HISTORY     - 1952     MARK NOT FOUND   NGS
 BU1700
 BU1700                          STATION DESCRIPTION
 BU1700
 BU1700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BU1700'3.3 MI NW FROM THOMASVILLE.
 BU1700'3.3 MILES NORTH OF OLD STATE HIGHWAY 13 FROM THE SOUTHERN RAILWAY
 BU1700'STATION AT THOMASVILLE, CLARKE COUNTY, AT THE BOTTOM OF A HILL, AT THE
 BU1700'NORTH END OF A CURVE, AND 40 FEET EAST OF THE CENTERLINE OF THE
 BU1700'HIGHWAY.  A BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2580 ***********************************************************************
 CN2580  DESIGNATION -  19
 CN2580  PID         -  CN2580
 CN2580  STATE/COUNTY-  AL/GREENE
 CN2580  USGS QUAD   -  EUTAW (1980)
 CN2580
 CN2580                         *CURRENT SURVEY CONTROL
 CN2580  ___________________________________________________________________
 CN2580* NAD 83(1986)-  32 50 08.     (N)    087 53 18.     (W)     SCALED    
 CN2580* NAVD 88     -        53.196  (meters)     174.53   (feet)  ADJUSTED  
 CN2580  ___________________________________________________________________
 CN2580  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CN2580  DYNAMIC HT  -          53.136 (meters)     174.33  (feet)  COMP
 CN2580  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 CN2580
 CN2580  VERT ORDER  -  FIRST     CLASS II
 CN2580
 CN2580.The horizontal coordinates were scaled from a topographic map and have
 CN2580.an estimated accuracy of +/- 6 seconds.
 CN2580
 CN2580.The orthometric height was determined by differential leveling
 CN2580.and adjusted by the National Geodetic Survey in June 1991..
 CN2580
 CN2580.The geoid height was determined by GEOID03.
 CN2580
 CN2580.The dynamic height is computed by dividing the NAVD 88
 CN2580.geopotential number by the normal gravity value computed on the
 CN2580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2580.degrees latitude (g = 980.6199 gals.).
 CN2580
 CN2580.The modeled gravity was interpolated from observed gravity values.
 CN2580
 CN2580;                    North         East    Units  Estimated Accuracy
 CN2580;SPC AL W     -   314,440.      563,640.      MT  (+/- 180 meters Scaled)
 CN2580
 CN2580                          SUPERSEDED SURVEY CONTROL
 CN2580
 CN2580  NGVD 29 (??/??/92)   53.17   (m)          174.4    (f) COMPUTED    1 2
 CN2580
 CN2580.Superseded values are not recommended for survey control.
 CN2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2580.See file dsdata.txt to determine how the superseded data were derived.
 CN2580
 CN2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB168334(NAD 83)
 CN2580_MARKER: B = BOLT
 CN2580_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2580_SP_SET: CULVERT
 CN2580_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2580
 CN2580  HISTORY     - Date     Condition        Report By
 CN2580  HISTORY     - UNK      MONUMENTED       CGS
 CN2580  HISTORY     - 1944     GOOD             NGS
 CN2580
 CN2580                          STATION DESCRIPTION
 CN2580
 CN2580'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CN2580'IN EUTAW.
 CN2580'AT EUTAW, GREENE COUNTY, 190 FEET SOUTHWEST OF THE SOUTH CORNER OF THE
 CN2580'SOUTHERN RAILWAY STATION, 91.6 FEET EAST OF THE SOUTHEAST LEG OF THE
 CN2580'WATER TANK, AT A BRICK CULVERT, IN THE TOP OF THE NORTHWEST HEADWALL,
 CN2580'2.2 FEET NORTHEAST OF THE SOUTHWEST END, 20.5 FEET NORTHWEST OF THE
 CN2580'CENTERLINE OF THE MAIN TRACK, AND 1 FOOT LOWER THAN THE TRACK. A
 CN2580'COPPER BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2053 ***********************************************************************
 DG2053  DESIGNATION -  19
 DG2053  PID         -  DG2053
 DG2053  STATE/COUNTY-  AL/CALHOUN
 DG2053  USGS QUAD   -  COLVIN GAP (1972)
 DG2053
 DG2053                         *CURRENT SURVEY CONTROL
 DG2053  ___________________________________________________________________
 DG2053* NAD 83(1986)-  33 56 22.     (N)    085 47 45.     (W)     SCALED    
 DG2053* NAVD 88     -       213.884  (meters)     701.72   (feet)  ADJUSTED  
 DG2053  ___________________________________________________________________
 DG2053  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DG2053  DYNAMIC HT  -         213.659 (meters)     700.98  (feet)  COMP
 DG2053  MODELED GRAV-     979,580.0   (mgal)                       NAVD 88
 DG2053
 DG2053  VERT ORDER  -  SECOND    CLASS 0
 DG2053
 DG2053.The horizontal coordinates were scaled from a topographic map and have
 DG2053.an estimated accuracy of +/- 6 seconds.
 DG2053
 DG2053.The orthometric height was determined by differential leveling
 DG2053.and adjusted by the National Geodetic Survey in June 1991..
 DG2053
 DG2053.The geoid height was determined by GEOID03.
 DG2053
 DG2053.The dynamic height is computed by dividing the NAVD 88
 DG2053.geopotential number by the normal gravity value computed on the
 DG2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2053.degrees latitude (g = 980.6199 gals.).
 DG2053
 DG2053.The modeled gravity was interpolated from observed gravity values.
 DG2053
 DG2053;                    North         East    Units  Estimated Accuracy
 DG2053;SPC AL E     -   381,390.      203,470.      MT  (+/- 180 meters Scaled)
 DG2053
 DG2053                          SUPERSEDED SURVEY CONTROL
 DG2053
 DG2053  NGVD 29 (??/??/92)  213.82   (m)          701.5    (f) COMPUTED    2 0
 DG2053
 DG2053.Superseded values are not recommended for survey control.
 DG2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2053.See file dsdata.txt to determine how the superseded data were derived.
 DG2053
 DG2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC112560(NAD 83)
 DG2053_MARKER: DD = SURVEY DISK
 DG2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2053_STAMPING: NO 19 1934 ALA
 DG2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2053+STABILITY: SURFACE MOTION
 DG2053
 DG2053  HISTORY     - Date     Condition        Report By
 DG2053  HISTORY     - 1934     MONUMENTED       USGS
 DG2053  HISTORY     - 1948     GOOD             NGS
 DG2053
 DG2053                          STATION DESCRIPTION
 DG2053
 DG2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG2053'8.1 MI SW FROM KNIGHTENS CROSSROADS.
 DG2053'ABOUT 2.95 MILES SOUTH ALONG A BLACK TOP ROAD VIA ROY WEBB
 DG2053'SCHOOL FROM THE JUNCTION OF STATE HIGHWAY 74 AT KNIGHTENS
 DG2053'CROSSROADS, THENCE ABOUT 5.15 MILES SOUTHWEST AND NORTHWEST
 DG2053'ALONG A ROAD TO ROCK SPRING VIA NEW LIBERTY CHURCH AND COLVINS
 DG2053'GAP, ABOUT 1.3 MILES EAST OF NEW LIBERTY CHURCH, IN THE NORTHEAST
 DG2053'ANGLE OF THE JUNCTION OF A ROAD LEADING NORTH, 37 FEET NORTH OF
 DG2053'THE CENTER LINE OF THE MAIN ROAD, 17 FEET EAST OF THE CENTER LINE
 DG2053'OF THE ROAD NORTH, 25 FEET NORTHEAST OF THE EAST END OF A
 DG2053'14-INCH PIPE CULVERT UNDER THE ROAD NORTH, 88 FEET SOUTHEAST AND
 DG2053'ACROSS THE ROAD NORTH FROM THE SOUTHEAST CORNER OF A SMALL UNPAINTED
 DG2053'FARM HOUSE, 2 FEET SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FOOT
 DG2053'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 DG2053'JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DG2053'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2842 ***********************************************************************
 DH2842  DESIGNATION -  19 1
 DH2842  PID         -  DH2842
 DH2842  STATE/COUNTY-  AL/COOSA
 DH2842  USGS QUAD   -  GOODWATER (1987)
 DH2842
 DH2842                         *CURRENT SURVEY CONTROL
 DH2842  ___________________________________________________________________
 DH2842* NAD 83(1992)-  33 00 52.57438(N)    086 05 49.02280(W)     ADJUSTED  
 DH2842* NAVD 88     -       251.1    (meters)     824.     (feet)  VERTCON   
 DH2842  ___________________________________________________________________
 DH2842  X           -     364,423.081 (meters)                     COMP
 DH2842  Y           -  -5,341,361.515 (meters)                     COMP
 DH2842  Z           -   3,455,437.915 (meters)                     COMP
 DH2842  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DH2842  ELLIP HEIGHT-         222.14  (meters)          (07/29/02) GPS OBS
 DH2842  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH2842
 DH2842  HORZ ORDER  -  FIRST
 DH2842  ELLP ORDER  -  FOURTH    CLASS I
 DH2842
 DH2842.The horizontal coordinates were established by GPS observations
 DH2842.and adjusted by the National Geodetic Survey in December 1992..
 DH2842
 DH2842.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2842
 DH2842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2842
 DH2842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2842
 DH2842.The ellipsoidal height was determined by GPS observations
 DH2842.and is referenced to NAD 83.
 DH2842
 DH2842.The geoid height was determined by GEOID03.
 DH2842
 DH2842;                    North         East     Units Scale Factor Converg.
 DH2842;SPC AL E     -   278,845.680   175,369.111   MT  0.99996748   -0 08 37.1
 DH2842;UTM  16      - 3,653,268.129   584,346.626   MT  0.99968772   +0 29 31.4
 DH2842
 DH2842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2842!SPC AL E     -   0.99996513  x   0.99996748  =   0.99993261
 DH2842!UTM  16      -   0.99996513  x   0.99968772  =   0.99965286
 DH2842
 DH2842                          SUPERSEDED SURVEY CONTROL
 DH2842
 DH2842  ELLIP H (12/04/92)  222.18   (m)                       GP(       ) 4 1
 DH2842  NAD 83(1986)-  33 00 52.58046(N)    086 05 49.02475(W) AD(       ) 1
 DH2842  NGVD 29 (12/04/92)  251.1    (m)          824.     (f) GPS OBS        
 DH2842
 DH2842.Superseded values are not recommended for survey control.
 DH2842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2842.See file dsdata.txt to determine how the superseded data were derived.
 DH2842
 DH2842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8434753268(NAD 83)
 DH2842_MARKER: DD = SURVEY DISK
 DH2842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2842_SP_SET: CONCRETE POST
 DH2842_STAMPING: 19-1 1991
 DH2842_MARK LOGO: ALHD  
 DH2842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2842+STABILITY: SURFACE MOTION
 DH2842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2842+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2842
 DH2842  HISTORY     - Date     Condition        Report By
 DH2842  HISTORY     - 1991     MONUMENTED       ALHD
 DH2842
 DH2842                          STATION DESCRIPTION
 DH2842
 DH2842'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2842'THE STATION IS LOCATED IN COOSA COUNTY ON THE NORTHEAST RIGHT OF WAY
 DH2842'OF U. S. 280, ABOUT 4.1 MI (6.6 KM) SOUTHWEST OF GOODWATER AND ABOUT
 DH2842'10.0 MI (16.1 KM) NORTHWEST OF ALEXANDER CITY.
 DH2842'TO REACH THE STATION FROM THE JUNCTION OF U. S. 280 AND ALA 9 (MILE
 DH2842'POST 60.05 ON U. S. 280 ) AT SOCAPATOY, DRIVE NORTHWEST ON U. S. 280
 DH2842'FOR 2.75 MI (4.43 KM) TO MILE POST 57.30 AND THE STATION ON THE
 DH2842'RIGHT.
 DH2842'THE STATION IS 61.0 FT (18.6 M) NORTHEAST OF THE CENTERLINE OF THE
 DH2842'WEST BOUND LANES OF U. S 280, 82.7 FT (25.2 M) WEST OF TELEPHONE
 DH2842'CABLE PEDESTAL NO. 68, 1.6 FT (0.5 M) SOUTHWEST OF A CARSONITE
 DH2842'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2842'STATION 19-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3303 ***********************************************************************
 CN3303  DESIGNATION -  19 10
 CN3303  PID         -  CN3303
 CN3303  STATE/COUNTY-  AL/COOSA
 CN3303  USGS QUAD   -  FLAG MOUNTAIN (1981)
 CN3303
 CN3303                         *CURRENT SURVEY CONTROL
 CN3303  ___________________________________________________________________
 CN3303* NAD 83(1992)-  32 54 38.94658(N)    086 22 12.37874(W)     ADJUSTED  
 CN3303* NAVD 88     -       185.3    (meters)     608.     (feet)  GPS OBS   
 CN3303  ___________________________________________________________________
 CN3303  X           -     339,347.407 (meters)                     COMP
 CN3303  Y           -  -5,349,233.373 (meters)                     COMP
 CN3303  Z           -   3,445,744.511 (meters)                     COMP
 CN3303  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 CN3303  ELLIP HEIGHT-         156.40  (meters)          (07/29/02) GPS OBS
 CN3303  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN3303
 CN3303  HORZ ORDER  -  FIRST
 CN3303  ELLP ORDER  -  FOURTH    CLASS I
 CN3303
 CN3303.The horizontal coordinates were established by GPS observations
 CN3303.and adjusted by the National Geodetic Survey in September 1993..
 CN3303
 CN3303.The orthometric height was determined by GPS observations and a
 CN3303.high-resolution geoid model.
 CN3303
 CN3303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3303
 CN3303.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3303
 CN3303.The ellipsoidal height was determined by GPS observations
 CN3303.and is referenced to NAD 83.
 CN3303
 CN3303.The geoid height was determined by GEOID03.
 CN3303
 CN3303;                    North         East     Units Scale Factor Converg.
 CN3303;SPC AL E     -   267,432.858   149,788.243   MT  0.99999108   -0 17 29.9
 CN3303;UTM  16      - 3,641,576.266   558,901.763   MT  0.99964278   +0 20 32.1
 CN3303
 CN3303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3303!SPC AL E     -   0.99997545  x   0.99999108  =   0.99996653
 CN3303!UTM  16      -   0.99997545  x   0.99964278  =   0.99961823
 CN3303
 CN3303                          SUPERSEDED SURVEY CONTROL
 CN3303
 CN3303  ELLIP H (09/27/93)  156.42   (m)                       GP(       ) 4 1
 CN3303
 CN3303.Superseded values are not recommended for survey control.
 CN3303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3303.See file dsdata.txt to determine how the superseded data were derived.
 CN3303
 CN3303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5890241576(NAD 83)
 CN3303_MARKER: DD = SURVEY DISK
 CN3303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3303_SP_SET: CONCRETE POST
 CN3303_STAMPING: 19-10 1992
 CN3303_MARK LOGO: ALHD  
 CN3303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3303+STABILITY: SURFACE MOTION
 CN3303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3303+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3303
 CN3303  HISTORY     - Date     Condition        Report By
 CN3303  HISTORY     - 1992     MONUMENTED       ALHD
 CN3303
 CN3303                          STATION DESCRIPTION
 CN3303
 CN3303'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3303'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY KIMBERLY
 CN3303'CLARK CORPORATION, ABOUT 5.45 MI (8.77 KM) NORTH-NORTHWEST OF KELLYS
 CN3303'CROSSROADS AND ABOUT 7.95 MI (12.79 KM) SOUTH-SOUTHWEST OF WEOGUFKA.
 CN3303'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3303'POST 97.55 ON ALA 22 AND MILE POST 190.70 ON U.S. 231) IN ROCKFORD,
 CN3303'DRIVE WEST ON ALA 22 FOR 8.15 MI (13.12 KM) TO MILE POST 89.40 AND
 CN3303'COOSA COUNTY ROAD NO. 29 LEFT AND RIGHT AT A CAUTION LIGHT, TURN
 CN3303'RIGHT ON COOSA COUNTY ROAD NO. 29 AND DRIVE NORTH FOR 7.15 MI
 CN3303'(11.51 KM) TO A Y-INTERSECTION AT MOUNT MORIAH BAPTIST CHURCH WITH
 CN3303'COOSA COUNTY ROAD NO. 29 TO THE RIGHT AND COOSA COUNTY ROAD NO. 15 TO
 CN3303'THE LEFT, BEAR LEFT ON COOSA COUNTY ROAD NO. 15 AND DRIVE NORTHWEST
 CN3303'FOR 0.25 MI (0.40 KM) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE
 CN3303'GRAVEL ROAD AND DRIVE WEST AND SOUTHWEST FOR 0.85 MI (1.37 KM) TO
 CN3303'GRAVEL ROAD ON THE LEFT (NONELESS CREEK ROAD NO. 90), TURN LEFT ON
 CN3303'THE GRAVEL ROAD AND DRIVE SOUTHWEST FOR 0.50 MI (0.80 KM) TO A CROSS
 CN3303'ROAD (WILLIAMS HOUSE ROAD) CONTINUE SOUTHWEST AND SOUTH FOR 0.65 MI
 CN3303'(1.05 KM) TO A LOG ROAD ON THE RIGHT, TURN RIGHT ON THE LOG ROAD AND
 CN3303'DRIVE SOUTHWEST UP A STEEP HILL FOR 0.10 MI (0.16 KM) TO A
 CN3303'Y-INTERSECTION ON TOP OF THE RIDGE, BEAR RIGHT AND DRIVE NORTHWEST
 CN3303'AND NORTH FOR 0.10 MI (0.16 KM) TO THE TOP OF A HILL AND THE STATION
 CN3303'ON THE LEFT.
 CN3303'THE STATION IS LOCATED ON THE SOUTH END OF A FLAT TOP HILL, 20.5 FT
 CN3303'(6.2 M) WEST OF THE CENTER OF THE LOG ROAD, 2.2 FT (0.7 M) EAST OF A
 CN3303'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3303'STATION 19-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3304 ***********************************************************************
 CN3304  DESIGNATION -  19 11
 CN3304  PID         -  CN3304
 CN3304  STATE/COUNTY-  AL/COOSA
 CN3304  USGS QUAD   -  FLAG MOUNTAIN (1981)
 CN3304
 CN3304                         *CURRENT SURVEY CONTROL
 CN3304  ___________________________________________________________________
 CN3304* NAD 83(1992)-  32 54 12.69403(N)    086 21 49.14962(W)     ADJUSTED  
 CN3304* NAVD 88     -       189.6    (meters)     622.     (feet)  GPS OBS   
 CN3304  ___________________________________________________________________
 CN3304  X           -     339,977.922 (meters)                     COMP
 CN3304  Y           -  -5,349,637.243 (meters)                     COMP
 CN3304  Z           -   3,445,067.858 (meters)                     COMP
 CN3304  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CN3304  ELLIP HEIGHT-         160.72  (meters)          (07/29/02) GPS OBS
 CN3304  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN3304
 CN3304  HORZ ORDER  -  FIRST
 CN3304  ELLP ORDER  -  FOURTH    CLASS I
 CN3304
 CN3304.The horizontal coordinates were established by GPS observations
 CN3304.and adjusted by the National Geodetic Survey in September 1993..
 CN3304
 CN3304.The orthometric height was determined by GPS observations and a
 CN3304.high-resolution geoid model.
 CN3304
 CN3304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3304
 CN3304.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3304
 CN3304.The ellipsoidal height was determined by GPS observations
 CN3304.and is referenced to NAD 83.
 CN3304
 CN3304.The geoid height was determined by GEOID03.
 CN3304
 CN3304;                    North         East     Units Scale Factor Converg.
 CN3304;SPC AL E     -   266,621.077   150,387.779   MT  0.99999034   -0 17 17.1
 CN3304;UTM  16      - 3,640,771.447   559,510.031   MT  0.99964367   +0 20 44.5
 CN3304
 CN3304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3304!SPC AL E     -   0.99997477  x   0.99999034  =   0.99996511
 CN3304!UTM  16      -   0.99997477  x   0.99964367  =   0.99961845
 CN3304
 CN3304                          SUPERSEDED SURVEY CONTROL
 CN3304
 CN3304  ELLIP H (09/27/93)  160.74   (m)                       GP(       ) 4 1
 CN3304
 CN3304.Superseded values are not recommended for survey control.
 CN3304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3304.See file dsdata.txt to determine how the superseded data were derived.
 CN3304
 CN3304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5951040771(NAD 83)
 CN3304_MARKER: DD = SURVEY DISK
 CN3304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3304_SP_SET: CONCRETE POST
 CN3304_STAMPING: 19-11 1992
 CN3304_MARK LOGO: ALHD  
 CN3304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3304+STABILITY: SURFACE MOTION
 CN3304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3304+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3304
 CN3304  HISTORY     - Date     Condition        Report By
 CN3304  HISTORY     - 1992     MONUMENTED       ALHD
 CN3304
 CN3304                          STATION DESCRIPTION
 CN3304
 CN3304'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3304'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY KIMBERLY
 CN3304'CLARK CORPORATION, ABOUT 4.75 MI (7.64 KM) NORTH-NORTHWEST OF KELLYS
 CN3304'CROSSROADS AND ABOUT 8.35 MI (13.44 KM) SOUTH-SOUTHWEST OF WEOGUFKA.
 CN3304'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3304'POST 97.55 ON ALA 22 AND MILE POST 190.70 ON U.S. 231) IN ROCKFORD,
 CN3304'DRIVE WEST ON ALA 22 FOR 8.15 MI (13.12 KM) TO MILE POST 89.40 AND
 CN3304'COOSA COUNTY ROAD NO. 29 LEFT AND RIGHT AT A CAUTION LIGHT, TURN
 CN3304'RIGHT ON COOSA COUNTY ROAD NO. 29 AND DRIVE NORTH FOR 7.15 MI
 CN3304'(11.51 KM) TO A Y-INTERSECTION AT MOUNT MORIAH BAPTIST CHURCH WITH
 CN3304'COOSA COUNTY ROAD NO. 29 TO THE RIGHT AND COOSA COUNTY ROAD NO. 15 TO
 CN3304'THE LEFT, BEAR LEFT ON COOSA COUNTY ROAD NO. 15 AND DRIVE NORTHWEST
 CN3304'FOR 0.25 MI (0.40 KM) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE
 CN3304'GRAVEL ROAD AND DRIVE WEST AND SOUTHWEST FOR 0.85 MI (1.37 KM) TO
 CN3304'GRAVEL ROAD ON THE LEFT (NONELESS CREEK ROAD NO. 90), TURN LEFT ON
 CN3304'THE GRAVEL ROAD AND DRIVE SOUTHWEST FOR 0.50 MI (0.80 KM) TO A CROSS
 CN3304'ROAD (WILLIAMS HOUSE ROAD) CONTINUE SOUTHWEST AND SOUTH FOR 1.45 MI
 CN3304'(2.33 KM) TO TWO LOG ROADS ON THE LEFT, TURN LEFT AND BEAR LEFT UP A
 CN3304'HILL FOR 0.30 MI (0.48 KM) TO THE TOP OF A HILL AND THE STATION ON
 CN3304'THE RIGHT.
 CN3304'THE STATION IS LOCATED ON THE HIGHEST POINT OF THE HILL, 45.0 FT
 CN3304'(13.7 M) SOUTH-SOUTHWEST OF THE CENTER OF A LOG ROAD LEADING EAST,
 CN3304'47.0 FT (14.3 M) EAST OF THE CENTER OF THE MAIN LOG ROAD, 4.3 FT
 CN3304'(1.3 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3304'GROUND.
 CN3304'STATION 19-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3305 ***********************************************************************
 CN3305  DESIGNATION -  19 12
 CN3305  PID         -  CN3305
 CN3305  STATE/COUNTY-  AL/COOSA
 CN3305  USGS QUAD   -  RICHVILLE (1971)
 CN3305
 CN3305                         *CURRENT SURVEY CONTROL
 CN3305  ___________________________________________________________________
 CN3305* NAD 83(1992)-  32 48 28.87189(N)    086 19 21.26227(W)     ADJUSTED  
 CN3305* NAVD 88     -       162.7    (meters)     534.     (feet)  GPS OBS   
 CN3305  ___________________________________________________________________
 CN3305  X           -     344,180.538 (meters)                     COMP
 CN3305  Y           -  -5,355,104.289 (meters)                     COMP
 CN3305  Z           -   3,436,155.584 (meters)                     COMP
 CN3305  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 CN3305  ELLIP HEIGHT-         133.93  (meters)          (07/29/02) GPS OBS
 CN3305  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN3305
 CN3305  HORZ ORDER  -  FIRST
 CN3305  ELLP ORDER  -  FOURTH    CLASS I
 CN3305
 CN3305.The horizontal coordinates were established by GPS observations
 CN3305.and adjusted by the National Geodetic Survey in September 1993..
 CN3305
 CN3305.The orthometric height was determined by GPS observations and a
 CN3305.high-resolution geoid model.
 CN3305
 CN3305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3305
 CN3305.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3305
 CN3305.The ellipsoidal height was determined by GPS observations
 CN3305.and is referenced to NAD 83.
 CN3305
 CN3305.The geoid height was determined by GEOID03.
 CN3305
 CN3305;                    North         East     Units Scale Factor Converg.
 CN3305;SPC AL E     -   256,010.952   154,181.835   MT  0.99998588   -0 15 54.3
 CN3305;UTM  16      - 3,630,207.492   563,419.731   MT  0.99964959   +0 22 01.4
 CN3305
 CN3305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3305!SPC AL E     -   0.99997897  x   0.99998588  =   0.99996485
 CN3305!UTM  16      -   0.99997897  x   0.99964959  =   0.99962857
 CN3305
 CN3305                          SUPERSEDED SURVEY CONTROL
 CN3305
 CN3305  ELLIP H (09/27/93)  133.95   (m)                       GP(       ) 4 1
 CN3305
 CN3305.Superseded values are not recommended for survey control.
 CN3305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3305.See file dsdata.txt to determine how the superseded data were derived.
 CN3305
 CN3305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6342030207(NAD 83)
 CN3305_MARKER: DD = SURVEY DISK
 CN3305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3305_SP_SET: CONCRETE POST
 CN3305_STAMPING: 19-12 1992
 CN3305_MARK LOGO: ALHD  
 CN3305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3305+STABILITY: SURFACE MOTION
 CN3305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3305+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3305
 CN3305  HISTORY     - Date     Condition        Report By
 CN3305  HISTORY     - 1992     MONUMENTED       ALHD
 CN3305
 CN3305                          STATION DESCRIPTION
 CN3305
 CN3305'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3305'THE STATION IS LOCATED IN COOSA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3305'COOSA COUNTY ROAD NO. 29, ABOUT 2.00 MI (3.22 KM) SOUTH-SOUTHEAST OF
 CN3305'KELLYS CROSSROADS AND ABOUT 8.10 MI (13.04 KM) SOUTHWEST OF ROCKFORD.
 CN3305'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3305'POST 97.55 0N ALA 22 AND MILE POST 190.70 ON U.S. 231) IN ROCKFORD,
 CN3305'DRIVE WEST ON ALA 22 FOR 8.15 MI (13.12 KM) TO MILE POST 89.40 AND
 CN3305'COOSA COUNTY ROAD NO. 29 LEFT AND RIGHT AT A CAUTION LIGHT, TURN LEFT
 CN3305'ON COOSA COUNTY ROAD NO. 29 AND DRIVE SOUTH FOR 2.25 MI (3.62 KM) TO
 CN3305'THE STATION ON THE RIGHT.
 CN3305'THE STATION IS 17.2 FT (5.2 M) NORTH-NORTHEAST OF TELEPHONE CABLE
 CN3305'PEDESTAL NO. 8 17, 36.1 FT (11.0 M) WEST OF THE CENTERLINE OF COOSA
 CN3305'COUNTY ROAD NO. 29, 38.0 FT (11.6 M) NORTHEAST OF THE CENTER OF A
 CN3305'PAVED DRIVEWAY, 75.6 FT (23.0 M) WEST OF TRANSFORMER POWER POLE NO.
 CN3305'11115214 50 ACROSS THE ROAD, 105.8 FT (32.2 M) EAST-SOUTHEAST OF THE
 CN3305'SOUTHEAST CORNER OF A PEBBLE SIDED TELEPHONE BUILDING, 113.0 FT
 CN3305'(34.4 M) SOUTHEAST OF A POWER SERVICE POLE, 113.5 FT (34.6 M)
 CN3305'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A PEBBLE SIDED TELEPHONE
 CN3305'BUILDING, 150.0 FT (45.7 M) SOUTH-SOUTHEAST OF A TRANSFORMER POWER
 CN3305'POLE, 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3305'WITH THE GROUND.
 CN3305'STATION 19-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3306 ***********************************************************************
 CN3306  DESIGNATION -  19 13
 CN3306  PID         -  CN3306
 CN3306  STATE/COUNTY-  AL/COOSA
 CN3306  USGS QUAD   -  RICHVILLE (1971)
 CN3306
 CN3306                         *CURRENT SURVEY CONTROL
 CN3306  ___________________________________________________________________
 CN3306* NAD 83(1992)-  32 49 01.13885(N)    086 19 26.42788(W)     ADJUSTED  
 CN3306* NAVD 88     -       169.6    (meters)     556.     (feet)  GPS OBS   
 CN3306  ___________________________________________________________________
 CN3306  X           -     344,012.263 (meters)                     COMP
 CN3306  Y           -  -5,354,581.144 (meters)                     COMP
 CN3306  Z           -   3,436,994.757 (meters)                     COMP
 CN3306  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 CN3306  ELLIP HEIGHT-         140.83  (meters)          (07/29/02) GPS OBS
 CN3306  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN3306
 CN3306  HORZ ORDER  -  FIRST
 CN3306  ELLP ORDER  -  FOURTH    CLASS I
 CN3306
 CN3306.The horizontal coordinates were established by GPS observations
 CN3306.and adjusted by the National Geodetic Survey in September 1993..
 CN3306
 CN3306.The orthometric height was determined by GPS observations and a
 CN3306.high-resolution geoid model.
 CN3306
 CN3306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3306
 CN3306.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3306
 CN3306.The ellipsoidal height was determined by GPS observations
 CN3306.and is referenced to NAD 83.
 CN3306
 CN3306.The geoid height was determined by GEOID03.
 CN3306
 CN3306;                    North         East     Units Scale Factor Converg.
 CN3306;SPC AL E     -   257,005.562   154,052.066   MT  0.99998602   -0 15 57.3
 CN3306;UTM  16      - 3,631,200.275   563,279.043   MT  0.99964937   +0 21 58.9
 CN3306
 CN3306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3306!SPC AL E     -   0.99997789  x   0.99998602  =   0.99996391
 CN3306!UTM  16      -   0.99997789  x   0.99964937  =   0.99962727
 CN3306
 CN3306                          SUPERSEDED SURVEY CONTROL
 CN3306
 CN3306  ELLIP H (09/27/93)  140.86   (m)                       GP(       ) 4 1
 CN3306
 CN3306.Superseded values are not recommended for survey control.
 CN3306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3306.See file dsdata.txt to determine how the superseded data were derived.
 CN3306
 CN3306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6327931200(NAD 83)
 CN3306_MARKER: DD = SURVEY DISK
 CN3306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3306_SP_SET: CONCRETE POST
 CN3306_STAMPING: 19-13 1992
 CN3306_MARK LOGO: ALHD  
 CN3306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3306+STABILITY: SURFACE MOTION
 CN3306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3306+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3306
 CN3306  HISTORY     - Date     Condition        Report By
 CN3306  HISTORY     - 1992     MONUMENTED       ALHD
 CN3306
 CN3306                          STATION DESCRIPTION
 CN3306
 CN3306'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3306'THE STATION IS LOCATED IN COOSA COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3306'COOSA COUNTY ROAD NO. 14, ABOUT 1.55 MI (2.49 KM) SOUTH-SOUTHEAST OF
 CN3306'KELLYS CROSSROADS AND ABOUT 7.80 MI (12.55 KM) SOUTHWEST OF ROCKFORD.
 CN3306'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3306'POST 97.55 0N ALA 22 AND MILE POST 190.70 ON U.S. 231) IN ROCKFORD,
 CN3306'DRIVE WEST ON ALA 22 FOR 8.15 MI (13.12 KM) TO MILE POST 89.40 AND
 CN3306'COOSA COUNTY ROAD NO. 29 LEFT AND RIGHT AT A CAUTION LIGHT, TURN LEFT
 CN3306'ON COOSA COUNTY ROAD NO. 29 AND DRIVE SOUTH FOR 1.60 MI (2.57 KM) TO
 CN3306'COOSA COUNTY ROAD NO. 14 ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD
 CN3306'NO. 14 AND DRIVE EAST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 CN3306'RIGHT.
 CN3306'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FIVE STRAND BARBED
 CN3306'WIRE FENCE ON WHITE TOP, GREEN, STEEL POSTS, 9.6 FT (2.9 M)
 CN3306'EAST-NORTHEAST OF A 7.6 FT (2.3 M) TALL EIGHT-INCH WOOD POST AT AN
 CN3306'ANGLE IN THE FENCE LINE, 30.1 FT (9.2 M) SOUTH-SOUTHEAST OF THE
 CN3306'CENTERLINE OF COOSA COUNTY ROAD NO. 14, 3.2 FT (1.0 M) NORTH OF A
 CN3306'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3306'STATION 19-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3307 ***********************************************************************
 CN3307  DESIGNATION -  19 14
 CN3307  PID         -  CN3307
 CN3307  STATE/COUNTY-  AL/COOSA
 CN3307  USGS QUAD   -  MITCHELL DAM NW (1971)
 CN3307
 CN3307                         *CURRENT SURVEY CONTROL
 CN3307  ___________________________________________________________________
 CN3307* NAD 83(1992)-  32 53 27.62982(N)    086 27 03.43966(W)     ADJUSTED  
 CN3307* NAVD 88     -       196.0    (meters)     643.     (feet)  GPS OBS   
 CN3307  ___________________________________________________________________
 CN3307  X           -     331,873.185 (meters)                     COMP
 CN3307  Y           -  -5,350,907.013 (meters)                     COMP
 CN3307  Z           -   3,443,905.657 (meters)                     COMP
 CN3307  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CN3307  ELLIP HEIGHT-         167.12  (meters)          (07/29/02) GPS OBS
 CN3307  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CN3307
 CN3307  HORZ ORDER  -  FIRST
 CN3307  ELLP ORDER  -  FOURTH    CLASS I
 CN3307
 CN3307.The horizontal coordinates were established by GPS observations
 CN3307.and adjusted by the National Geodetic Survey in September 1993..
 CN3307
 CN3307.The orthometric height was determined by GPS observations and a
 CN3307.high-resolution geoid model.
 CN3307
 CN3307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3307
 CN3307.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3307
 CN3307.The ellipsoidal height was determined by GPS observations
 CN3307.and is referenced to NAD 83.
 CN3307
 CN3307.The geoid height was determined by GEOID03.
 CN3307
 CN3307;                    North         East     Units Scale Factor Converg.
 CN3307;SPC AL E     -   265,277.286   142,212.214   MT  1.00000116   -0 20 07.5
 CN3307;SPC AL W     -   321,013.699   698,152.668   MT  1.00005208   +0 34 11.0
 CN3307;UTM  16      - 3,639,337.834   551,352.747   MT  0.99963252   +0 17 53.4
 CN3307
 CN3307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3307!SPC AL E     -   0.99997376  x   1.00000116  =   0.99997492
 CN3307!SPC AL W     -   0.99997376  x   1.00005208  =   1.00002584
 CN3307!UTM  16      -   0.99997376  x   0.99963252  =   0.99960629
 CN3307
 CN3307|---------------------------------------------------------------------|
 CN3307| PID    Reference Object                     Distance      Geod. Az  |
 CN3307|                                                           dddmmss.s |
 CN3307| CN3308 19 15                               395.240 METERS 00443     |
 CN3307|---------------------------------------------------------------------|
 CN3307
 CN3307                          SUPERSEDED SURVEY CONTROL
 CN3307
 CN3307  ELLIP H (09/27/93)  167.14   (m)                       GP(       ) 4 1
 CN3307
 CN3307.Superseded values are not recommended for survey control.
 CN3307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3307.See file dsdata.txt to determine how the superseded data were derived.
 CN3307
 CN3307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5135339338(NAD 83)
 CN3307_MARKER: DD = SURVEY DISK
 CN3307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3307_SP_SET: CONCRETE POST
 CN3307_STAMPING: 19-14 1992
 CN3307_MARK LOGO: ALHD  
 CN3307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3307+STABILITY: SURFACE MOTION
 CN3307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3307+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3307
 CN3307  HISTORY     - Date     Condition        Report By
 CN3307  HISTORY     - 1992     MONUMENTED       ALHD
 CN3307
 CN3307                          STATION DESCRIPTION
 CN3307
 CN3307'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3307'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY KIMBERLY
 CN3307'CLARKE CORPORATION, ABOUT 7.60 MI (12.23 KM) NORTHWEST OF KELLYS
 CN3307'CROSSROADS AND ABOUT 11.85 MI (19.07 KM) SOUTHWEST OF WEOGUFKA.
 CN3307'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 AT THE
 CN3307'FOUR WAY STOP AND CAUTION LIGHT (MILE POST 190.70 ON U.S. 231 AND
 CN3307'MILE POST 97.55 ON ALA 22) IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR
 CN3307'11.15 MI (17.94 KM) TO MILE POST 201.85 AND COOSA COUNTY ROAD NO. 56
 CN3307'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3307'5.05 MI (8.13 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 56 ON
 CN3307'THE RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3307'0.90 MI (1.45 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 29 LEFT
 CN3307'AND RIGHT AT A FOUR WAY STOP AND CAUTION LIGHT IN WEOGUFKA, CONTINUE
 CN3307'WEST ON COOSA COUNTY ROAD NO. 56 FOR 3.30 MI (5.31 KM) TO A CROSS
 CN3307'ROAD WITH COOSA COUNTY ROAD NO. 55 LEFT AND RIGHT AT UNITY, TURN LEFT
 CN3307'ON COOSA COUNTY ROAD NO. 55 AND DRIVE SOUTHWEST FOR 6.60 MI
 CN3307'(10.62 KM) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD
 CN3307'AND DRIVE SOUTH FOR 1.10 MI (1.77 KM) TO A GRAVEL ROAD ON THE RIGHT
 CN3307'(BLANKENSHIP CUT THRU), CONTINUE EAST FOR 0.35 MI (0.56 KM) TO A
 CN3307'T-INTERSECTION, TURN RIGHT AND DRIVE SOUTHWEST AND SOUTH FOR 2.90 MI
 CN3307'(4.67 KM) TO A CEMETARY ON THE LEFT, CONTINUE SOUTHEAST AND SOUTH FOR
 CN3307'1.00 MI (1.61 KM) TO A Y-INTERSECTION WITH THE MAIN ROAD TO THE RIGHT
 CN3307'AND A WOODS ROAD TO THE LEFT, BEAR LEFT ON THE WOODS ROAD AND DRIVE
 CN3307'SOUTHEAST UP A HILL FOR 0.05 MI (0.08 KM) TO THE TOP OF THE HILL AND
 CN3307'THE STATION ON THE LEFT.
 CN3307'THE STATION IS LOCATED ON TOP OF A HILL, 13.5 FT (4.1 M) NORTH OF THE
 CN3307'CENTER OF THE WOODS ROAD, 53.0 FT (16.2 M) SOUTH-SOUTHWEST OF AN
 CN3307'OUTCROP OF WHITE QUARTZ STONE, 2.7 FT (0.8 M) WEST OF A CARSONITE
 CN3307'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3307'STATION 19-15 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3308 ***********************************************************************
 CN3308  DESIGNATION -  19 15
 CN3308  PID         -  CN3308
 CN3308  STATE/COUNTY-  AL/COOSA
 CN3308  USGS QUAD   -  MITCHELL DAM NW (1971)
 CN3308
 CN3308                         *CURRENT SURVEY CONTROL
 CN3308  ___________________________________________________________________
 CN3308* NAD 83(1992)-  32 53 40.41615(N)    086 27 02.18813(W)     ADJUSTED  
 CN3308* NAVD 88     -       200.2    (meters)     657.     (feet)  GPS OBS   
 CN3308  ___________________________________________________________________
 CN3308  X           -     331,892.629 (meters)                     COMP
 CN3308  Y           -  -5,350,695.043 (meters)                     COMP
 CN3308  Z           -   3,444,238.721 (meters)                     COMP
 CN3308  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 CN3308  ELLIP HEIGHT-         171.36  (meters)          (07/29/02) GPS OBS
 CN3308  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CN3308
 CN3308  HORZ ORDER  -  FIRST
 CN3308  ELLP ORDER  -  FOURTH    CLASS I
 CN3308
 CN3308.The horizontal coordinates were established by GPS observations
 CN3308.and adjusted by the National Geodetic Survey in September 1993..
 CN3308
 CN3308.The orthometric height was determined by GPS observations and a
 CN3308.high-resolution geoid model.
 CN3308
 CN3308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3308
 CN3308.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3308
 CN3308.The ellipsoidal height was determined by GPS observations
 CN3308.and is referenced to NAD 83.
 CN3308
 CN3308.The geoid height was determined by GEOID03.
 CN3308
 CN3308;                    North         East     Units Scale Factor Converg.
 CN3308;SPC AL E     -   265,670.988   142,247.047   MT  1.00000111   -0 20 06.9
 CN3308;SPC AL W     -   321,407.923   698,181.279   MT  1.00005215   +0 34 11.9
 CN3308;UTM  16      - 3,639,731.752   551,383.212   MT  0.99963255   +0 17 54.2
 CN3308
 CN3308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3308!SPC AL E     -   0.99997310  x   1.00000111  =   0.99997421
 CN3308!SPC AL W     -   0.99997310  x   1.00005215  =   1.00002525
 CN3308!UTM  16      -   0.99997310  x   0.99963255  =   0.99960566
 CN3308
 CN3308|---------------------------------------------------------------------|
 CN3308| PID    Reference Object                     Distance      Geod. Az  |
 CN3308|                                                           dddmmss.s |
 CN3308| CN3307 19 14                               395.240 METERS 18443     |
 CN3308|---------------------------------------------------------------------|
 CN3308
 CN3308                          SUPERSEDED SURVEY CONTROL
 CN3308
 CN3308  ELLIP H (09/27/93)  171.39   (m)                       GP(       ) 4 1
 CN3308
 CN3308.Superseded values are not recommended for survey control.
 CN3308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3308.See file dsdata.txt to determine how the superseded data were derived.
 CN3308
 CN3308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5138339732(NAD 83)
 CN3308_MARKER: DD = SURVEY DISK
 CN3308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3308_SP_SET: CONCRETE POST
 CN3308_STAMPING: 19-15 1992
 CN3308_MARK LOGO: ALHD  
 CN3308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3308+STABILITY: SURFACE MOTION
 CN3308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3308+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3308
 CN3308  HISTORY     - Date     Condition        Report By
 CN3308  HISTORY     - 1992     MONUMENTED       ALHD
 CN3308
 CN3308                          STATION DESCRIPTION
 CN3308
 CN3308'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3308'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY KIMBERLY
 CN3308'CLARKE CORPORATION, ABOUT 7.65 MI (12.31 KM) NORTHWEST OF KELLYS
 CN3308'CROSSROADS AND ABOUT 11.65 MI (18.75 KM) SOUTHWEST OF WEOGUFKA.
 CN3308'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 AT THE
 CN3308'FOUR WAY STOP AND CAUTION LIGHT (MILE POST 190.70 ON U.S. 231 AND
 CN3308'MILE POST 97.55 ON ALA 22) IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR
 CN3308'11.15 MI (17.94 KM) TO MILE POST 201.85 AND COOSA COUNTY ROAD NO. 56
 CN3308'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3308'5.05 MI (8.13 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 56 ON
 CN3308'THE RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3308'0.90 MI (1.45 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 29 LEFT
 CN3308'AND RIGHT AT A FOUR WAY STOP AND CAUTION LIGHT IN WEOGUFKA, CONTINUE
 CN3308'WEST ON COOSA COUNTY ROAD NO. 56 FOR 3.30 MI (5.31 KM) TO A CROSS
 CN3308'ROAD WITH COOSA COUNTY ROAD NO. 55 LEFT AND RIGHT, TURN LEFT ON COOSA
 CN3308'COUNTY ROAD NO. 55 AND DRIVE SOUTHWEST FOR 6.60 MI (10.62 KM) TO A
 CN3308'GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE SOUTH
 CN3308'FOR 1.10 MI (1.77 KM) TO A GRAVEL ROAD ON THE RIGHT (BLANKENSHIP CUT
 CN3308'THRU), CONTINUE EAST FOR 0.35 MI (0.56 KM) TO A T-INTERSECTION, TURN
 CN3308'RIGHT AND DRIVE SOUTHWEST AND SOUTH FOR 2.90 MI (4.67 KM) TO A
 CN3308'CEMETARY ON THE LEFT, CONTINUE SOUTHEAST AND SOUTH FOR 0.75 MI
 CN3308'(1.21 KM) TO A WOODS ROAD ON THE LEFT, TURN LEFT ON THE WOODS ROAD
 CN3308'AND DRIVE EAST UP A HILL FOR 0.05 MI (0.08 KM) TO THE TOP OF THE HILL
 CN3308'AND THE STATION ON THE RIGHT.
 CN3308'THE STATION IS LOCATED ON THE SOUTH SIDE OF THE TOP OF A HILL, 17.0 FT
 CN3308'(5.2 M) SOUTH OF THE CENTER OF THE WOODS ROAD, 2.7 FT (0.8 M)
 CN3308'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3308'STATION 19-14 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3309 ***********************************************************************
 CN3309  DESIGNATION -  19 16
 CN3309  PID         -  CN3309
 CN3309  STATE/COUNTY-  AL/COOSA
 CN3309  USGS QUAD   -  MITCHELL DAM NW (1971)
 CN3309
 CN3309                         *CURRENT SURVEY CONTROL
 CN3309  ___________________________________________________________________
 CN3309* NAD 83(1992)-  32 59 24.49821(N)    086 28 18.72422(W)     ADJUSTED  
 CN3309* NAVD 88     -       174.1    (meters)     571.     (feet)  GPS OBS   
 CN3309  ___________________________________________________________________
 CN3309  X           -     329,551.107 (meters)                     COMP
 CN3309  Y           -  -5,345,042.438 (meters)                     COMP
 CN3309  Z           -   3,453,120.368 (meters)                     COMP
 CN3309  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CN3309  ELLIP HEIGHT-         145.14  (meters)          (07/29/02) GPS OBS
 CN3309  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CN3309
 CN3309  HORZ ORDER  -  FIRST
 CN3309  ELLP ORDER  -  FOURTH    CLASS I
 CN3309
 CN3309.The horizontal coordinates were established by GPS observations
 CN3309.and adjusted by the National Geodetic Survey in September 1993..
 CN3309
 CN3309.The orthometric height was determined by GPS observations and a
 CN3309.high-resolution geoid model.
 CN3309
 CN3309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3309
 CN3309.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3309
 CN3309.The ellipsoidal height was determined by GPS observations
 CN3309.and is referenced to NAD 83.
 CN3309
 CN3309.The geoid height was determined by GEOID03.
 CN3309
 CN3309;                    North         East     Units Scale Factor Converg.
 CN3309;SPC AL E     -   276,282.642   140,322.140   MT  1.00000390   -0 20 51.7
 CN3309;UTM  16      - 3,650,317.510   549,341.680   MT  0.99963002   +0 17 15.3
 CN3309
 CN3309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3309!SPC AL E     -   0.99997721  x   1.00000390  =   0.99998111
 CN3309!UTM  16      -   0.99997721  x   0.99963002  =   0.99960724
 CN3309
 CN3309                          SUPERSEDED SURVEY CONTROL
 CN3309
 CN3309  ELLIP H (09/27/93)  145.16   (m)                       GP(       ) 4 1
 CN3309
 CN3309.Superseded values are not recommended for survey control.
 CN3309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3309.See file dsdata.txt to determine how the superseded data were derived.
 CN3309
 CN3309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4934250318(NAD 83)
 CN3309_MARKER: DD = SURVEY DISK
 CN3309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3309_SP_SET: CONCRETE POST
 CN3309_STAMPING: 19-16 1992
 CN3309_MARK LOGO: ALHD  
 CN3309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3309+STABILITY: SURFACE MOTION
 CN3309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3309+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3309
 CN3309  HISTORY     - Date     Condition        Report By
 CN3309  HISTORY     - 1992     MONUMENTED       ALHD
 CN3309
 CN3309                          STATION DESCRIPTION
 CN3309
 CN3309'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3309'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY KIMBERLY
 CN3309'CLARKE CORPORATION, ABOUT 9.40 MI (15.13 KM) WEST-SOUTHWEST OF
 CN3309'WEOGUFKA AND ABOUT 13.10 MI (21.08 KM) NORTHWEST OF KELLYS
 CN3309'CROSSROADS.
 CN3309'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 AT THE
 CN3309'FOUR WAY STOP AND CAUTION LIGHT (MILE POST 190.70 ON U.S. 231 AND
 CN3309'MILE POST 97.55 ON ALA 22) IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR
 CN3309'11.15 MI (17.94 KM) TO MILE POST 201.85 AND COOSA COUNTY ROAD NO. 56
 CN3309'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3309'5.05 MI (8.13 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 56 ON
 CN3309'THE RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3309'0.90 MI (1.45 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 29 LEFT
 CN3309'AND RIGHT AT A FOUR WAY STOP AND CAUTION LIGHT IN WEOGUFKA, CONTINUE
 CN3309'WEST ON COOSA COUNTY ROAD NO. 56 FOR 3.30 MI (5.31 KM) TO A CROSS
 CN3309'ROAD WITH COOSA COUNTY ROAD NO. 55 LEFT AND RIGHT, TURN LEFT ON COOSA
 CN3309'COUNTY ROAD NO. 55 AND DRIVE SOUTHWEST FOR 9.40 MI (15.13 KM) TO A
 CN3309'GRAVEL ROAD ON THE RIGHT AT A WELCOME TO LITTLE TOMS SIGN, TURN RIGHT
 CN3309'ON THE GRAVEL ROAD AND DRIVE NORTHEAST FOR 0.80 MI (1.29 KM) TO A
 CN3309'GRAVEL ROAD LEFT TO LITTLE TOMS, CONTINUE NORTHEAST ON THE GRAVEL
 CN3309'ROAD FOR 0.50 MI (0.80 KM) TO A Y-INTERSECTION WITH THE MAIN ROAD TO
 CN3309'THE RIGHT AND A GRAVEL ROAD TO THE LEFT, BEAR LEFT ON THE GRAVEL ROAD
 CN3309'AND DRIVE NORTH AND NORTHWEST FOR 0.65 MI (1.05 KM) TO A WOODS ROAD
 CN3309'ON THE LEFT, CONTINUE NORTHWEST ON THE GRAVEL ROAD FOR 0.20 MI
 CN3309'(0.32 KM) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE WOODS ROAD
 CN3309'AND DRIVE EAST AND NORTHEAST FOR 0.20 MI (0.32 KM) TO THE TOP OF THE
 CN3309'HIGHEST HILL IN THE VICINITY AND THE STATION.
 CN3309'THE STATION IS LOCATED ON TOP OF THE HIGHEST HILL IN THE VICINITY, 2.4
 CN3309'FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3309'GROUND.
 CN3309'STATION 19-17 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3310 ***********************************************************************
 CN3310  DESIGNATION -  19 17
 CN3310  PID         -  CN3310
 CN3310  STATE/COUNTY-  AL/COOSA
 CN3310  USGS QUAD   -  MITCHELL DAM NW (1971)
 CN3310
 CN3310                         *CURRENT SURVEY CONTROL
 CN3310  ___________________________________________________________________
 CN3310* NAD 83(1992)-  32 59 19.63310(N)    086 27 55.87418(W)     ADJUSTED  
 CN3310* NAVD 88     -       178.1    (meters)     584.     (feet)  GPS OBS   
 CN3310  ___________________________________________________________________
 CN3310  X           -     330,148.467 (meters)                     COMP
 CN3310  Y           -  -5,345,090.691 (meters)                     COMP
 CN3310  Z           -   3,452,996.824 (meters)                     COMP
 CN3310  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 CN3310  ELLIP HEIGHT-         149.13  (meters)          (07/29/02) GPS OBS
 CN3310  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CN3310
 CN3310  HORZ ORDER  -  FIRST
 CN3310  ELLP ORDER  -  FOURTH    CLASS I
 CN3310
 CN3310.The horizontal coordinates were established by GPS observations
 CN3310.and adjusted by the National Geodetic Survey in September 1993..
 CN3310
 CN3310.The orthometric height was determined by GPS observations and a
 CN3310.high-resolution geoid model.
 CN3310
 CN3310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3310
 CN3310.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3310
 CN3310.The ellipsoidal height was determined by GPS observations
 CN3310.and is referenced to NAD 83.
 CN3310
 CN3310.The geoid height was determined by GEOID03.
 CN3310
 CN3310;                    North         East     Units Scale Factor Converg.
 CN3310;SPC AL E     -   276,129.184   140,914.467   MT  1.00000303   -0 20 39.2
 CN3310;UTM  16      - 3,650,170.683   549,935.450   MT  0.99963074   +0 17 27.7
 CN3310
 CN3310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3310!SPC AL E     -   0.99997659  x   1.00000303  =   0.99997962
 CN3310!UTM  16      -   0.99997659  x   0.99963074  =   0.99960734
 CN3310
 CN3310                          SUPERSEDED SURVEY CONTROL
 CN3310
 CN3310  ELLIP H (09/27/93)  149.15   (m)                       GP(       ) 4 1
 CN3310
 CN3310.Superseded values are not recommended for survey control.
 CN3310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3310.See file dsdata.txt to determine how the superseded data were derived.
 CN3310
 CN3310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4993550171(NAD 83)
 CN3310_MARKER: DD = SURVEY DISK
 CN3310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3310_SP_SET: CONCRETE POST
 CN3310_STAMPING: 19-17 1992
 CN3310_MARK LOGO: ALHD  
 CN3310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3310+STABILITY: SURFACE MOTION
 CN3310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3310+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3310
 CN3310  HISTORY     - Date     Condition        Report By
 CN3310  HISTORY     - 1992     MONUMENTED       ALHD
 CN3310
 CN3310                          STATION DESCRIPTION
 CN3310
 CN3310'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3310'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY KIMBERLY
 CN3310'CLARKE CORPORATION, ABOUT 9.15 MI (14.73 KM) WEST-SOUTHWEST OF
 CN3310'WEOGUFKA AND ABOUT 12.90 MI (20.76 KM) NORTHWEST OF KELLYS
 CN3310'CROSSROADS.
 CN3310'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 AT THE
 CN3310'FOUR WAY STOP AND CAUTION LIGHT (MILE POST 190.70 ON U.S. 231 AND
 CN3310'MILE POST 97.55 ON ALA 22) IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR
 CN3310'11.15 MI (17.94 KM) TO MILE POST 201.85 AND COOSA COUNTY ROAD NO. 56
 CN3310'ON THE LEFT. TURN LEFT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3310'5.05 MI (8.13 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 56 ON
 CN3310'THE RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3310'0.90 MI (1.45 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 29 LEFT
 CN3310'AND RIGHT AT A FOUR WAY STOP AND CAUTION LIGHT IN WEOGUFKA, CONTINUE
 CN3310'WEST ON COOSA COUNTY ROAD NO. 56 FOR 3.30 MI (5.31 KM) TO A CROSS
 CN3310'ROAD WITH COOSA COUNTY ROAD NO. 55 LEFT AND RIGHT, TURN LEFT ON COOSA
 CN3310'COUNTY ROAD NO. 55 AND DRIVE SOUTHWEST FOR 9.40 MI (15.13 KM) TO A
 CN3310'GRAVEL ROAD ON THE RIGHT AT A WELCOME TO LITTLE TOMS SIGN, TURN RIGHT
 CN3310'ON THE GRAVEL ROAD AND DRIVE NORTHEAST FOR 0.80 MI (1.29 KM) TO A
 CN3310'GRAVEL ROAD LEFT TO LITTLE TOMS, CONTINUE NORTHEAST ON THE GRAVEL
 CN3310'ROAD FOR 0.50 MI (0.80 KM) TO A Y-INTERSECTION WITH THE MAIN ROAD TO
 CN3310'THE RIGHT AND A GRAVEL ROAD TO THE LEFT, BEAR LEFT ON THE GRAVEL ROAD
 CN3310'AND DRIVE NORTH AND NORTHWEST FOR 0.45 MI (0.72 KM) TO A WOODS ROAD
 CN3310'ON THE RIGHT, TURN RIGHT ON THE WOODS ROAD AND DRIVE NORTHEAST FOR
 CN3310'0.50 MI (0.80 KM) TO THE STATION ON THE RIGHT IN A TRIANGULAR
 CN3310'INTERSECTION.
 CN3310'THE STATION IS LOCATED IN A TRIANGULAR INTERSECTION, 19.5 FT (5.9 M)
 CN3310'NORTH OF THE SOUTH LEG OF THE INTERSECTION, 30.0 FT (9.1 M) SOUTHEAST
 CN3310'OF THE MAIN WOODS ROAD, 63.0 FT (19.2 M) SOUTHWEST OF THE NORTHLEG OF
 CN3310'THE WOODS ROAD, 3.4 FT (1.0 M) NORTH OF A CARSONITE WITNESS POST, AND
 CN3310'SET FLUSH WITH THE GROUND.
 CN3310'STATION 19-16 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2881 ***********************************************************************
 DH2881  DESIGNATION -  19 18
 DH2881  PID         -  DH2881
 DH2881  STATE/COUNTY-  AL/COOSA
 DH2881  USGS QUAD   -  TALLADEGA SPRINGS (1979)
 DH2881
 DH2881                         *CURRENT SURVEY CONTROL
 DH2881  ___________________________________________________________________
 DH2881* NAD 83(1992)-  33 04 36.27206(N)    086 28 20.50601(W)     ADJUSTED  
 DH2881* NAVD 88     -       129.2    (meters)     424.     (feet)  GPS OBS   
 DH2881  ___________________________________________________________________
 DH2881  X           -     329,180.448 (meters)                     COMP
 DH2881  Y           -  -5,339,781.640 (meters)                     COMP
 DH2881  Z           -   3,461,148.231 (meters)                     COMP
 DH2881  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DH2881  ELLIP HEIGHT-         100.19  (meters)          (07/29/02) GPS OBS
 DH2881  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2881
 DH2881  HORZ ORDER  -  FIRST
 DH2881  ELLP ORDER  -  FOURTH    CLASS I
 DH2881
 DH2881.The horizontal coordinates were established by GPS observations
 DH2881.and adjusted by the National Geodetic Survey in September 1993..
 DH2881
 DH2881.The orthometric height was determined by GPS observations and a
 DH2881.high-resolution geoid model.
 DH2881
 DH2881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2881
 DH2881.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2881
 DH2881.The ellipsoidal height was determined by GPS observations
 DH2881.and is referenced to NAD 83.
 DH2881
 DH2881.The geoid height was determined by GEOID03.
 DH2881
 DH2881;                    North         East     Units Scale Factor Converg.
 DH2881;SPC AL E     -   285,887.587   140,334.280   MT  1.00000388   -0 20 55.6
 DH2881;SPC AL W     -   341,592.642   695,948.475   MT  1.00004680   +0 33 39.2
 DH2881;UTM  16      - 3,659,918.407   549,247.239   MT  0.99962990   +0 17 16.7
 DH2881
 DH2881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2881!SPC AL E     -   0.99998427  x   1.00000388  =   0.99998815
 DH2881!SPC AL W     -   0.99998427  x   1.00004680  =   1.00003107
 DH2881!UTM  16      -   0.99998427  x   0.99962990  =   0.99961418
 DH2881
 DH2881:                Primary Azimuth Mark                     Grid Az
 DH2881:SPC AL E     -  19 19                                    076 04 41.3
 DH2881:SPC AL W     -  19 19                                    075 10 06.5
 DH2881:UTM  16      -  19 19                                    075 26 29.0
 DH2881
 DH2881|---------------------------------------------------------------------|
 DH2881| PID    Reference Object                     Distance      Geod. Az  |
 DH2881|                                                           dddmmss.s |
 DH2881| DH2882 19 19                               440.532 METERS 0754345.7 |
 DH2881|---------------------------------------------------------------------|
 DH2881
 DH2881                          SUPERSEDED SURVEY CONTROL
 DH2881
 DH2881  ELLIP H (09/27/93)  100.21   (m)                       GP(       ) 4 1
 DH2881
 DH2881.Superseded values are not recommended for survey control.
 DH2881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2881.See file dsdata.txt to determine how the superseded data were derived.
 DH2881
 DH2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4924759918(NAD 83)
 DH2881_MARKER: DD = SURVEY DISK
 DH2881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2881_SP_SET: CONCRETE POST
 DH2881_STAMPING: 19-18 1992
 DH2881_MARK LOGO: ALHD  
 DH2881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2881+STABILITY: SURFACE MOTION
 DH2881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2881+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2881
 DH2881  HISTORY     - Date     Condition        Report By
 DH2881  HISTORY     - 1992     MONUMENTED       ALHD
 DH2881
 DH2881                          STATION DESCRIPTION
 DH2881
 DH2881'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2881'THE STATION IS LOCATED IN COOSA COUNTY ON THE NORTH RIGHT OF WAY OF A
 DH2881'COUNTY GRAVEL ROAD, ABOUT 7.90 MI (12.71 KM) NORTHWEST OF UNITY AND
 DH2881'ABOUT 10.10 MI (16.25 KM) WEST-NORTHWEST OF WEOGUFKA.
 DH2881'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 AT THE
 DH2881'FOUR WAY STOP AND CAUTION LIGHT (MILE POST 190.70 ON U.S. 231 AND
 DH2881'MILE POST 97.55 ON ALA 22) IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR
 DH2881'11.15 MI (17.94 KM) TO MILE POST 201.85 AND COOSA COUNTY ROAD NO. 56
 DH2881'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 DH2881'5.05 MI (8.13 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 56 ON
 DH2881'THE RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 DH2881'0.90 MI (1.45 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 29 LEFT
 DH2881'AND RIGHT AT A FOUR WAY STOP AND A CAUTION LIGHT IN WEOGUFKA,
 DH2881'CONTINUE WEST ON COOSA COUNTY ROAD NO. 56 FOR 3.30 MI (5.31 KM) TO A
 DH2881'CROSS ROAD WITH COOSA COUNTY ROAD NO. 55 LEFT AND RIGHT AT UNITY,
 DH2881'CONTINUE NORTHWEST ON COOSA COUNTY ROAD NO. 56 FOR 6.90 MI
 DH2881'(11.10 KM) TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND
 DH2881'RIGHT, TURN LEFT ON THE PAVED ROAD AND DRIVE SOUTHWEST FOR 0.20 MI
 DH2881'(0.32 KM) TO A Y-INTERSECTION AT THE MARBLE VALLEY COMMUNITY CLUB
 DH2881'HOUSE WITH THE PAVED ROAD ON THE LEFT AND A GRAVEL ROAD ON THE RIGHT,
 DH2881'BEAR RIGHT ON THE GRAVEL ROAD AND DRIVE WEST 0.90 MI (1.45 KM) TO A
 DH2881'GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 DH2881'NORTH, NORTHWEST, AND NORTH FOR 2.30 MI (3.70 KM) TO A
 DH2881'Y-INTERSECTION, BEAR RIGHT AND DRIVE NORTHEAST FOR 0.40 MI (0.64 KM)
 DH2881'TO THE STATION ON THE LEFT.
 DH2881'THE STATION IS 26.5 FT (8.1 M) NORTH-NORTHWEST OF THE CENTER OF THE
 DH2881'GRAVEL ROAD, 64.9 FT (19.8 M) NORTHEAST OF A POWER POLE,
 DH2881'APPROXIMATELY 300 FT (91.4 M) NORTHEAST OF THE NORTHEAST CORNER OF
 DH2881'BLUE SPRINGS CHURCH BUILDING, 2.4 FT (0.7 M) SOUTH OF A CARSONITE
 DH2881'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2881'STATION 19-19 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2882 ***********************************************************************
 DH2882  DESIGNATION -  19 19
 DH2882  PID         -  DH2882
 DH2882  STATE/COUNTY-  AL/COOSA
 DH2882  USGS QUAD   -  TALLADEGA SPRINGS (1979)
 DH2882
 DH2882                         *CURRENT SURVEY CONTROL
 DH2882  ___________________________________________________________________
 DH2882* NAD 83(1992)-  33 04 39.79666(N)    086 28 04.04508(W)     ADJUSTED  
 DH2882* NAVD 88     -       130.9    (meters)     429.     (feet)  GPS OBS   
 DH2882  ___________________________________________________________________
 DH2882  X           -     329,603.021 (meters)                     COMP
 DH2882  Y           -  -5,339,697.583 (meters)                     COMP
 DH2882  Z           -   3,461,240.118 (meters)                     COMP
 DH2882  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DH2882  ELLIP HEIGHT-         101.84  (meters)          (07/29/02) GPS OBS
 DH2882  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2882
 DH2882  HORZ ORDER  -  FIRST
 DH2882  ELLP ORDER  -  FOURTH    CLASS I
 DH2882
 DH2882.The horizontal coordinates were established by GPS observations
 DH2882.and adjusted by the National Geodetic Survey in September 1993..
 DH2882
 DH2882.The orthometric height was determined by GPS observations and a
 DH2882.high-resolution geoid model.
 DH2882
 DH2882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2882
 DH2882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2882
 DH2882.The ellipsoidal height was determined by GPS observations
 DH2882.and is referenced to NAD 83.
 DH2882
 DH2882.The geoid height was determined by GEOID03.
 DH2882
 DH2882;                    North         East     Units Scale Factor Converg.
 DH2882;SPC AL E     -   285,993.578   140,761.873   MT  1.00000325   -0 20 46.6
 DH2882;SPC AL W     -   341,705.414   696,374.350   MT  1.00004781   +0 33 48.2
 DH2882;UTM  16      - 3,660,029.103   549,673.468   MT  0.99963042   +0 17 25.7
 DH2882
 DH2882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2882!SPC AL E     -   0.99998401  x   1.00000325  =   0.99998726
 DH2882!SPC AL W     -   0.99998401  x   1.00004781  =   1.00003182
 DH2882!UTM  16      -   0.99998401  x   0.99963042  =   0.99961444
 DH2882
 DH2882:                Primary Azimuth Mark                     Grid Az
 DH2882:SPC AL E     -  19 18                                    256 04 41.2
 DH2882:SPC AL W     -  19 18                                    255 10 06.4
 DH2882:UTM  16      -  19 18                                    255 26 28.9
 DH2882
 DH2882|---------------------------------------------------------------------|
 DH2882| PID    Reference Object                     Distance      Geod. Az  |
 DH2882|                                                           dddmmss.s |
 DH2882| DH2881 19 18                               440.532 METERS 2554354.6 |
 DH2882|---------------------------------------------------------------------|
 DH2882
 DH2882                          SUPERSEDED SURVEY CONTROL
 DH2882
 DH2882  ELLIP H (09/27/93)  101.86   (m)                       GP(       ) 4 1
 DH2882
 DH2882.Superseded values are not recommended for survey control.
 DH2882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2882.See file dsdata.txt to determine how the superseded data were derived.
 DH2882
 DH2882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4967360029(NAD 83)
 DH2882_MARKER: DD = SURVEY DISK
 DH2882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2882_SP_SET: CONCRETE POST
 DH2882_STAMPING: 19-19 1992
 DH2882_MARK LOGO: ALHD  
 DH2882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2882+STABILITY: SURFACE MOTION
 DH2882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2882+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2882
 DH2882  HISTORY     - Date     Condition        Report By
 DH2882  HISTORY     - 1992     MONUMENTED       ALHD
 DH2882
 DH2882                          STATION DESCRIPTION
 DH2882
 DH2882'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2882'THE STATION IS LOCATED IN COOSA COUNTY ON THE SOUTH RIGHT OF WAY OF A
 DH2882'COUNTY GRAVEL ROAD, ABOUT 7.70 MI (12.39 KM) NORTHWEST OF UNITY AND
 DH2882'ABOUT 9.80 MI (15.77 KM) WEST-NORTHWEST OF WEOGUFKA.
 DH2882'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 AT THE
 DH2882'FOUR WAY STOP AND CAUTION LIGHT (MILE POST 190.70 ON U.S. 231 AND
 DH2882'MILE POST 97.55 ON ALA 22) IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR
 DH2882'11.15 MI (17.94 KM) TO MILE POST 201.85 AND COOSA COUNTY ROAD NO. 56
 DH2882'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 DH2882'5.05 MI (8.13 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 56 ON
 DH2882'THE RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 DH2882'0.90 MI (1.45 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 29 LEFT
 DH2882'AND RIGHT AT A FOUR WAY STOP AND A CAUTION LIGHT IN WEOGUFKA,
 DH2882'CONTINUE WEST ON COOSA COUNTY ROAD NO. 56 FOR 3.30 MI (5.31 KM) TO A
 DH2882'CROSS ROAD WITH COOSA COUNTY ROAD NO. 55 LEFT AND RIGHT AT UNITY,
 DH2882'CONTINUE NORTHWEST ON COOSA COUNTY ROAD NO. 56 FOR 6.90 MI
 DH2882'(11.10 KM) TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND
 DH2882'RIGHT, TURN LEFT ON THE PAVED ROAD AND DRIVE SOUTHWEST FOR 0.20 MI
 DH2882'(0.32 KM) TO A Y-INTERSECTION AT THE MARBLE VALLEY COMMUNITY CLUB
 DH2882'HOUSE WITH THE PAVED ROAD ON THE LEFT AND A GRAVEL ROAD ON THE RIGHT,
 DH2882'BEAR RIGHT ON THE GRAVEL ROAD AND DRIVE WEST FOR 0.90 MI (1.45 KM) TO
 DH2882'A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 DH2882'NORTH, NORTHWEST, AND NORTH FOR 2.30 MI (3.70 KM) TO A
 DH2882'Y-INTERSECTION, BEAR RIGHT AND DRIVE NORTHEAST 0.70 MI (1.13 KM) TO
 DH2882'THE STATION ON THE RIGHT.
 DH2882'THE STATION IS 2.0 FT (0.6 M) NORTH-NORTHWEST OF A THREE STRAND BARBED
 DH2882'WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 22.0 FT (6.7 M)
 DH2882'SOUTH-SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 125.5 FT (38.3 M)
 DH2882'WEST-SOUTHWEST OF A POWER POLE WITH A GUY WIRE IN A PASTURE, 1.8 FT
 DH2882'(0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2882'GROUND.
 DH2882'STATION 19-18 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3201 ***********************************************************************
 CN3201  DESIGNATION -  19 2
 CN3201  PID         -  CN3201
 CN3201  STATE/COUNTY-  AL/COOSA
 CN3201  USGS QUAD   -  KELLYTON (1983)
 CN3201
 CN3201                         *CURRENT SURVEY CONTROL
 CN3201  ___________________________________________________________________
 CN3201* NAD 83(1992)-  32 59 44.42500(N)    086 04 38.62807(W)     ADJUSTED  
 CN3201* NAVD 88     -       233.1    (meters)     765.     (feet)  VERTCON   
 CN3201  ___________________________________________________________________
 CN3201  X           -     366,323.174 (meters)                     COMP
 CN3201  Y           -  -5,342,362.649 (meters)                     COMP
 CN3201  Z           -   3,453,667.334 (meters)                     COMP
 CN3201  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CN3201  ELLIP HEIGHT-         204.03  (meters)          (07/29/02) GPS OBS
 CN3201  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CN3201
 CN3201  HORZ ORDER  -  FIRST
 CN3201  ELLP ORDER  -  FOURTH    CLASS I
 CN3201
 CN3201.The horizontal coordinates were established by GPS observations
 CN3201.and adjusted by the National Geodetic Survey in December 1992..
 CN3201
 CN3201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3201
 CN3201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3201
 CN3201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3201
 CN3201.The ellipsoidal height was determined by GPS observations
 CN3201.and is referenced to NAD 83.
 CN3201
 CN3201.The geoid height was determined by GEOID03.
 CN3201
 CN3201;                    North         East     Units Scale Factor Converg.
 CN3201;SPC AL E     -   276,741.881   177,191.266   MT  0.99996641   -0 07 58.5
 CN3201;UTM  16      - 3,651,185.247   586,191.491   MT  0.99969160   +0 30 08.9
 CN3201
 CN3201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3201!SPC AL E     -   0.99996797  x   0.99996641  =   0.99993438
 CN3201!UTM  16      -   0.99996797  x   0.99969160  =   0.99965958
 CN3201
 CN3201                          SUPERSEDED SURVEY CONTROL
 CN3201
 CN3201  ELLIP H (12/04/92)  204.07   (m)                       GP(       ) 4 1
 CN3201  NAD 83(1986)-  32 59 44.43100(N)    086 04 38.63003(W) AD(       ) 1
 CN3201  NGVD 29 (12/04/92)  233.0    (m)          764.     (f) GPS OBS        
 CN3201
 CN3201.Superseded values are not recommended for survey control.
 CN3201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3201.See file dsdata.txt to determine how the superseded data were derived.
 CN3201
 CN3201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8619151185(NAD 83)
 CN3201_MARKER: DD = SURVEY DISK
 CN3201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3201_SP_SET: CONCRETE POST
 CN3201_STAMPING: 19 2 1991
 CN3201_MARK LOGO: ALHD  
 CN3201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3201+STABILITY: SURFACE MOTION
 CN3201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3201+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3201
 CN3201  HISTORY     - Date     Condition        Report By
 CN3201  HISTORY     - 1991     MONUMENTED       ALHD
 CN3201
 CN3201                          STATION DESCRIPTION
 CN3201
 CN3201'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3201'THE STATION IS LOCATED IN COOSA COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3201'OF U. S. 280, ABOUT 4.3 MI (6.9 KM) SOUTHWEST OF GOODWATER AND ABOUT
 CN3201'8.4 MI (13.5 KM) NORTHWEST OF ALEXANDER CITY.
 CN3201'TO REACH THE STATION FROM THE JUNCTION OF U. S. 280 AND ALA 9 (MILE
 CN3201'POST 60.05 ON U. S. 280 ) AT SOCAPATOY, DRIVE NORTHWEST ON U. S. 280
 CN3201'FOR 1.05 MI (1.69 KM) TO MILE POST 59.00 AND THE STATION ON THE LEFT.
 CN3201'THE STATION IS 89.0 FT (27.1 M) SOUTHWEST OF THE CENTERLINE OF THE
 CN3201'EAST BOUND LANES OF U. S. 280, 122.3 FT (37.3 M) SOUTH-SOUTHEAST OF
 CN3201'EAST BOUND MILE POST 59, 2.2 FT (0.7 M) NORTHEAST OF A CARSONITE
 CN3201'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3201'STATION 19-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2883 ***********************************************************************
 DH2883  DESIGNATION -  19 20
 DH2883  PID         -  DH2883
 DH2883  STATE/COUNTY-  AL/COOSA
 DH2883  USGS QUAD   -  WEOGUFKA (1979)
 DH2883
 DH2883                         *CURRENT SURVEY CONTROL
 DH2883  ___________________________________________________________________
 DH2883* NAD 83(1992)-  33 02 08.09700(N)    086 20 34.45768(W)     ADJUSTED  
 DH2883* NAVD 88     -       199.5    (meters)     655.     (feet)  GPS OBS   
 DH2883  ___________________________________________________________________
 DH2883  X           -     341,407.238 (meters)                     COMP
 DH2883  Y           -  -5,341,568.005 (meters)                     COMP
 DH2883  Z           -   3,457,360.565 (meters)                     COMP
 DH2883  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DH2883  ELLIP HEIGHT-         170.54  (meters)          (07/29/02) GPS OBS
 DH2883  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DH2883
 DH2883  HORZ ORDER  -  FIRST
 DH2883  ELLP ORDER  -  FOURTH    CLASS I
 DH2883
 DH2883.The horizontal coordinates were established by GPS observations
 DH2883.and adjusted by the National Geodetic Survey in September 1993..
 DH2883
 DH2883.The orthometric height was determined by GPS observations and a
 DH2883.high-resolution geoid model.
 DH2883
 DH2883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2883
 DH2883.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2883
 DH2883.The ellipsoidal height was determined by GPS observations
 DH2883.and is referenced to NAD 83.
 DH2883
 DH2883.The geoid height was determined by GEOID03.
 DH2883
 DH2883;                    North         East     Units Scale Factor Converg.
 DH2883;SPC AL E     -   281,256.730   152,399.670   MT  0.99998793   -0 16 40.1
 DH2883;UTM  16      - 3,655,423.452   561,358.984   MT  0.99964642   +0 21 29.6
 DH2883
 DH2883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2883!SPC AL E     -   0.99997323  x   0.99998793  =   0.99996116
 DH2883!UTM  16      -   0.99997323  x   0.99964642  =   0.99961966
 DH2883
 DH2883:                Primary Azimuth Mark                     Grid Az
 DH2883:SPC AL E     -  19 21                                    021 14 34.7
 DH2883:UTM  16      -  19 21                                    020 36 25.0
 DH2883
 DH2883|---------------------------------------------------------------------|
 DH2883| PID    Reference Object                     Distance      Geod. Az  |
 DH2883|                                                           dddmmss.s |
 DH2883| DH2884 19 21                               497.712 METERS 0205754.6 |
 DH2883|---------------------------------------------------------------------|
 DH2883
 DH2883                          SUPERSEDED SURVEY CONTROL
 DH2883
 DH2883  ELLIP H (09/27/93)  170.52   (m)                       GP(       ) 4 1
 DH2883
 DH2883.Superseded values are not recommended for survey control.
 DH2883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2883.See file dsdata.txt to determine how the superseded data were derived.
 DH2883
 DH2883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6135955423(NAD 83)
 DH2883_MARKER: DD = SURVEY DISK
 DH2883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2883_SP_SET: CONCRETE POST
 DH2883_STAMPING: 19-20 1992
 DH2883_MARK LOGO: ALHD  
 DH2883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2883+STABILITY: SURFACE MOTION
 DH2883_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2883+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2883
 DH2883  HISTORY     - Date     Condition        Report By
 DH2883  HISTORY     - 1992     MONUMENTED       ALHD
 DH2883
 DH2883                          STATION DESCRIPTION
 DH2883
 DH2883'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2883'THE STATION IS LOCATED IN COOSA COUNTY ON THE EAST RIGHT OF WAY OF
 DH2883'COOSA COUNTY ROAD NO. 55, ABOUT 2.15 MI (3.46 KM) NORTHEAST OF
 DH2883'WEOGUFKA AND ABOUT 2.30 MI (3.70 KM) NORTHWEST OF UNITY.
 DH2883'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 AT THE
 DH2883'FOUR WAY STOP AND CAUTION LIGHT (MILE POST 190.70 ON U.S. 231 AND
 DH2883'MILE POST 97.55 ON ALA 22) IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR
 DH2883'11.15 MI (17.94 KM) TO MILE POST 201.85 AND COOSA COUNTY ROAD NO. 56
 DH2883'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 DH2883'5.05 MI (8.13 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 56 ON
 DH2883'THE RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 DH2883'0.90 MI (1.45 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 29 LEFT
 DH2883'AND RIGHT AT A FOUR WAY STOP AND A CAUTION LIGHT IN WEOGUFKA,
 DH2883'CONTINUE WEST ON COOSA COUNTY ROAD NO. 56 FOR 3.30 MI (5.31 KM) TO A
 DH2883'CROSS ROAD WITH COOSA COUNTY ROAD NO. 55 LEFT AND RIGHT AT UNITY,
 DH2883'TURN RIGHT ON COOSA COUNTY ROAD NO. 55 AND DRIVE NORTHEAST FOR 2.55
 DH2883'MI (4.10 KM) TO THE STATION ON THE RIGHT.
 DH2883'THE STATION IS 9.5 FT (2.9 M) NORTHWEST OF A DITCH, 30.0 FT (9.1 M)
 DH2883'EAST-SOUTHEAST OF THE CENTER OF COOSA COUNTY ROAD NO. 55, 73.7 FT
 DH2883'(22.5 M) NORTH-NORTHEAST OF TELEPHONE CABLE NO. UNITY ROAD P 31 - 15,
 DH2883'80.2 FT (24.4 M) NORTH OF A JUNCTION POWER POLE, 144.1 FT (43.9 M)
 DH2883'SOUTH-SOUTHWEST OF A JUNCTION POWER POLE AND TELEPHONE CABLE PEDESTAL,
 DH2883'2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 DH2883'THE GROUND.
 DH2883'STATION 19-21 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2884 ***********************************************************************
 DH2884  DESIGNATION -  19 21
 DH2884  PID         -  DH2884
 DH2884  STATE/COUNTY-  AL/COOSA
 DH2884  USGS QUAD   -  WEOGUFKA (1979)
 DH2884
 DH2884                         *CURRENT SURVEY CONTROL
 DH2884  ___________________________________________________________________
 DH2884* NAD 83(1992)-  33 02 23.18321(N)    086 20 27.59456(W)     ADJUSTED  
 DH2884* NAVD 88     -       201.4    (meters)     661.     (feet)  GPS OBS   
 DH2884  ___________________________________________________________________
 DH2884  X           -     341,568.900 (meters)                     COMP
 DH2884  Y           -  -5,341,305.359 (meters)                     COMP
 DH2884  Z           -   3,457,751.226 (meters)                     COMP
 DH2884  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DH2884  ELLIP HEIGHT-         172.44  (meters)          (07/29/02) GPS OBS
 DH2884  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DH2884
 DH2884  HORZ ORDER  -  FIRST
 DH2884  ELLP ORDER  -  FOURTH    CLASS I
 DH2884
 DH2884.The horizontal coordinates were established by GPS observations
 DH2884.and adjusted by the National Geodetic Survey in September 1993..
 DH2884
 DH2884.The orthometric height was determined by GPS observations and a
 DH2884.high-resolution geoid model.
 DH2884
 DH2884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2884
 DH2884.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2884
 DH2884.The ellipsoidal height was determined by GPS observations
 DH2884.and is referenced to NAD 83.
 DH2884
 DH2884.The geoid height was determined by GEOID03.
 DH2884
 DH2884;                    North         East     Units Scale Factor Converg.
 DH2884;SPC AL E     -   281,720.617   152,580.000   MT  0.99998771   -0 16 36.5
 DH2884;UTM  16      - 3,655,889.154   561,534.094   MT  0.99964669   +0 21 33.5
 DH2884
 DH2884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2884!SPC AL E     -   0.99997293  x   0.99998771  =   0.99996064
 DH2884!UTM  16      -   0.99997293  x   0.99964669  =   0.99961963
 DH2884
 DH2884:                Primary Azimuth Mark                     Grid Az
 DH2884:SPC AL E     -  19 20                                    201 14 34.8
 DH2884:UTM  16      -  19 20                                    200 36 24.8
 DH2884
 DH2884|---------------------------------------------------------------------|
 DH2884| PID    Reference Object                     Distance      Geod. Az  |
 DH2884|                                                           dddmmss.s |
 DH2884| DH2883 19 20                               497.712 METERS 2005758.3 |
 DH2884|---------------------------------------------------------------------|
 DH2884
 DH2884                          SUPERSEDED SURVEY CONTROL
 DH2884
 DH2884  ELLIP H (09/27/93)  172.42   (m)                       GP(       ) 4 1
 DH2884
 DH2884.Superseded values are not recommended for survey control.
 DH2884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2884.See file dsdata.txt to determine how the superseded data were derived.
 DH2884
 DH2884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6153455889(NAD 83)
 DH2884_MARKER: DD = SURVEY DISK
 DH2884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2884_SP_SET: CONCRETE POST
 DH2884_STAMPING: 19-21 1992
 DH2884_MARK LOGO: ALHD  
 DH2884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2884+STABILITY: SURFACE MOTION
 DH2884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2884+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2884
 DH2884  HISTORY     - Date     Condition        Report By
 DH2884  HISTORY     - 1992     MONUMENTED       ALHD
 DH2884
 DH2884                          STATION DESCRIPTION
 DH2884
 DH2884'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2884'THE STATION IS LOCATED IN COOSA COUNTY ON THE WEST RIGHT OF WAY OF
 DH2884'COOSA COUNTY ROAD NO. 55, ABOUT 2.30 MI (3.70 KM) NORTHEAST OF
 DH2884'WEOGUFKA AND ABOUT 2.60 MI (4.18 KM) NORTHWEST OF UNITY.
 DH2884'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 AT THE
 DH2884'FOUR WAY STOP AND CAUTION LIGHT (MILE POST 190.70 ON U.S. 231 AND
 DH2884'MILE POST 97.55 ON ALA 22) IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR
 DH2884'11.15 MI (17.94 KM) TO MILE POST 201.85 AND COOSA COUNTY ROAD NO. 56
 DH2884'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 DH2884'5.05 MI (8.13 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 56 ON
 DH2884'THE RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 DH2884'0.90 MI (1.45 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 29 LEFT
 DH2884'AND RIGHT AT A FOUR WAY STOP AND A CAUTION LIGHT IN WEOGUFKA,
 DH2884'CONTINUE WEST ON COOSA COUNTY ROAD NO. 56 FOR 3.30 MI (5.31 KM) TO A
 DH2884'CROSS ROAD WITH COOSA COUNTY ROAD NO. 55 LEFT AND RIGHT AT UNITY,
 DH2884'TURN RIGHT ON COOSA COUNTY ROAD NO. 55 AND DRIVE NORTHEAST FOR 2.85
 DH2884'MI (4.59 KM) TO THE STATION ON THE LEFT.
 DH2884'THE STATION IS 2.8 FT (0.9 M) EAST-SOUTHEAST OF A RUSTY FOUR STRAND
 DH2884'BARBED WIRE FENCE ON OLD WOOD POSTS, 33.0 FT (10.1 M) WEST-NORTHWEST
 DH2884'OF THE CENTER OF COOSA COUNTY ROAD NO. 55, 46.9 FT (14.3 M) NORTHEAST
 DH2884'OF A POWER POLE AND TELEPHONE CABLE PEDESTAL, 2.8 FT (0.9 M) EAST OF
 DH2884'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2884'STATION 19-20 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3311 ***********************************************************************
 CN3311  DESIGNATION -  19 22
 CN3311  PID         -  CN3311
 CN3311  STATE/COUNTY-  AL/COOSA
 CN3311  USGS QUAD   -  FLAG MOUNTAIN (1981)
 CN3311
 CN3311                         *CURRENT SURVEY CONTROL
 CN3311  ___________________________________________________________________
 CN3311* NAD 83(1992)-  32 59 06.24201(N)    086 18 23.47925(W)     ADJUSTED  
 CN3311* NAVD 88     -       184.4    (meters)     605.     (feet)  GPS OBS   
 CN3311  ___________________________________________________________________
 CN3311  X           -     344,994.876 (meters)                     COMP
 CN3311  Y           -  -5,344,383.374 (meters)                     COMP
 CN3311  Z           -   3,452,654.229 (meters)                     COMP
 CN3311  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 CN3311  ELLIP HEIGHT-         155.46  (meters)          (07/29/02) GPS OBS
 CN3311  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN3311
 CN3311  HORZ ORDER  -  FIRST
 CN3311  ELLP ORDER  -  FOURTH    CLASS I
 CN3311
 CN3311.The horizontal coordinates were established by GPS observations
 CN3311.and adjusted by the National Geodetic Survey in September 1993..
 CN3311
 CN3311.The orthometric height was determined by GPS observations and a
 CN3311.high-resolution geoid model.
 CN3311
 CN3311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3311
 CN3311.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3311
 CN3311.The ellipsoidal height was determined by GPS observations
 CN3311.and is referenced to NAD 83.
 CN3311
 CN3311.The geoid height was determined by GEOID03.
 CN3311
 CN3311;                    North         East     Units Scale Factor Converg.
 CN3311;SPC AL E     -   275,638.607   155,773.112   MT  0.99998411   -0 15 27.4
 CN3311;UTM  16      - 3,649,844.977   564,793.384   MT  0.99965176   +0 22 39.2
 CN3311
 CN3311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3311!SPC AL E     -   0.99997559  x   0.99998411  =   0.99995970
 CN3311!UTM  16      -   0.99997559  x   0.99965176  =   0.99962736
 CN3311
 CN3311:                Primary Azimuth Mark                     Grid Az
 CN3311:SPC AL E     -  19 23                                    012 42 34.1
 CN3311:UTM  16      -  19 23                                    012 04 27.5
 CN3311
 CN3311|---------------------------------------------------------------------|
 CN3311| PID    Reference Object                     Distance      Geod. Az  |
 CN3311|                                                           dddmmss.s |
 CN3311| CN3312 19 23                               490.892 METERS 0122706.7 |
 CN3311|---------------------------------------------------------------------|
 CN3311
 CN3311                          SUPERSEDED SURVEY CONTROL
 CN3311
 CN3311  ELLIP H (09/27/93)  155.42   (m)                       GP(       ) 4 1
 CN3311
 CN3311.Superseded values are not recommended for survey control.
 CN3311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3311.See file dsdata.txt to determine how the superseded data were derived.
 CN3311
 CN3311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6479349845(NAD 83)
 CN3311_MARKER: DD = SURVEY DISK
 CN3311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3311_SP_SET: CONCRETE POST
 CN3311_STAMPING: 19-22 1992
 CN3311_MARK LOGO: ALHD  
 CN3311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3311+STABILITY: SURFACE MOTION
 CN3311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3311+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3311
 CN3311  HISTORY     - Date     Condition        Report By
 CN3311  HISTORY     - 1992     MONUMENTED       ALHD
 CN3311
 CN3311                          STATION DESCRIPTION
 CN3311
 CN3311'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3311'THE STATION IS LOCATED IN COOSA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3311'COOSA COUNTY ROAD NO. 29, ABOUT 2.15 MI (3.46 KM) SOUTH OF WEOGUFKA
 CN3311'AND ABOUT 8.30 MI (13.36 KM) NORTHWEST OF ROCKFORD.
 CN3311'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 AT THE
 CN3311'FOUR WAY STOP AND CAUTION LIGHT (MILE POST 190.70 ON U.S. 231 AND
 CN3311'MILE POST 97.55 ON ALA 22) IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR
 CN3311'11.15 MI (17.94 KM) TO MILE POST 201.85 AND COOSA COUNTY ROAD NO. 56
 CN3311'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3311'5.05 MI (8.13 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 56 ON
 CN3311'THE RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3311'0.90 MI (1.45 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 29 LEFT
 CN3311'AND RIGHT AT A FOUR WAY STOP AND A CAUTION LIGHT IN WEOGUFKA, TURN
 CN3311'LEFT ON COOSA COUNTY ROAD NO. 29 AND DRIVE SOUTH FOR 2.35 MI
 CN3311'(3.78 KM) TO THE STATION ON THE RIGHT.
 CN3311'THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A FOUR STRAND BARBED
 CN3311'WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 36.0 FT (11.0 M)
 CN3311'WEST-NORTHWEST OF THE CENTER OF COOSA COUNTY ROAD NO. 29, 83.5 FT
 CN3311'(25.5 M) NORTH-NORTHEAST OF A THIRTY-INCH DEAD PINE TREE WITH A JIM
 CN3311'WALTER HOMES SIGN, 109.1 FT (33.3 M) NORTH-NORTHWEST OF A POWER POLE
 CN3311'ACROSS THE ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND
 CN3311'SET FLUSH WITH THE GROUND.
 CN3311'STATION 19-23 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3312 ***********************************************************************
 CN3312  DESIGNATION -  19 23
 CN3312  PID         -  CN3312
 CN3312  STATE/COUNTY-  AL/COOSA
 CN3312  USGS QUAD   -  FLAG MOUNTAIN (1981)
 CN3312
 CN3312                         *CURRENT SURVEY CONTROL
 CN3312  ___________________________________________________________________
 CN3312* NAD 83(1992)-  32 59 21.80175(N)    086 18 19.40235(W)     ADJUSTED  
 CN3312* NAVD 88     -       187.0    (meters)     614.     (feet)  GPS OBS   
 CN3312  ___________________________________________________________________
 CN3312  X           -     345,083.830 (meters)                     COMP
 CN3312  Y           -  -5,344,118.244 (meters)                     COMP
 CN3312  Z           -   3,453,057.698 (meters)                     COMP
 CN3312  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CN3312  ELLIP HEIGHT-         158.01  (meters)          (07/29/02) GPS OBS
 CN3312  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN3312
 CN3312  HORZ ORDER  -  FIRST
 CN3312  ELLP ORDER  -  FOURTH    CLASS I
 CN3312
 CN3312.The horizontal coordinates were established by GPS observations
 CN3312.and adjusted by the National Geodetic Survey in September 1993..
 CN3312
 CN3312.The orthometric height was determined by GPS observations and a
 CN3312.high-resolution geoid model.
 CN3312
 CN3312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3312
 CN3312.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3312
 CN3312.The ellipsoidal height was determined by GPS observations
 CN3312.and is referenced to NAD 83.
 CN3312
 CN3312.The geoid height was determined by GEOID03.
 CN3312
 CN3312;                    North         East     Units Scale Factor Converg.
 CN3312;SPC AL E     -   276,117.464   155,881.110   MT  0.99998399   -0 15 25.3
 CN3312;UTM  16      - 3,650,324.843   564,896.033   MT  0.99965193   +0 22 41.6
 CN3312
 CN3312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3312!SPC AL E     -   0.99997519  x   0.99998399  =   0.99995918
 CN3312!UTM  16      -   0.99997519  x   0.99965193  =   0.99962713
 CN3312
 CN3312:                Primary Azimuth Mark                     Grid Az
 CN3312:SPC AL E     -  19 22                                    192 42 34.2
 CN3312:UTM  16      -  19 22                                    192 04 27.3
 CN3312
 CN3312|---------------------------------------------------------------------|
 CN3312| PID    Reference Object                     Distance      Geod. Az  |
 CN3312|                                                           dddmmss.s |
 CN3312| CN3311 19 22                               490.892 METERS 1922708.9 |
 CN3312|---------------------------------------------------------------------|
 CN3312
 CN3312                          SUPERSEDED SURVEY CONTROL
 CN3312
 CN3312  ELLIP H (09/27/93)  157.97   (m)                       GP(       ) 4 1
 CN3312
 CN3312.Superseded values are not recommended for survey control.
 CN3312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3312.See file dsdata.txt to determine how the superseded data were derived.
 CN3312
 CN3312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6489650325(NAD 83)
 CN3312_MARKER: DD = SURVEY DISK
 CN3312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3312_SP_SET: CONCRETE POST
 CN3312_STAMPING: 19-23 1992
 CN3312_MARK LOGO: ALHD  
 CN3312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3312+STABILITY: SURFACE MOTION
 CN3312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3312+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3312
 CN3312  HISTORY     - Date     Condition        Report By
 CN3312  HISTORY     - 1992     MONUMENTED       ALHD
 CN3312
 CN3312                          STATION DESCRIPTION
 CN3312
 CN3312'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3312'THE STATION IS LOCATED IN COOSA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3312'COOSA COUNTY ROAD NO. 29, ABOUT 1.90 MI (3.06 KM) SOUTH OF WEOGUFKA
 CN3312'AND ABOUT 8.50 MI (13.68 KM) NORTHWEST OF ROCKFORD.
 CN3312'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 AT THE
 CN3312'FOUR WAY STOP AND CAUTION LIGHT (MILE POST 190.70 ON U.S. 231 AND
 CN3312'MILE POST 97.55 ON ALA 22) IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR
 CN3312'11.15 MI (17.94 KM) TO MILE POST 201.85 AND COOSA COUNTY ROAD NO. 56
 CN3312'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3312'5.05 MI (8.13 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 56 ON
 CN3312'THE RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 56 AND DRIVE WEST FOR
 CN3312'0.90 MI (1.45 KM) TO A CROSS ROAD WITH COOSA COUNTY ROAD NO. 29 LEFT
 CN3312'AND RIGHT AT A FOUR WAY STOP AND A CAUTION LIGHT IN WEOGUFKA, TURN
 CN3312'LEFT ON COOSA COUNTY ROAD NO. 29 AND DRIVE SOUTH FOR 2.05 MI
 CN3312'(3.30 KM) TO THE STATION ON THE RIGHT.
 CN3312'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 CN3312'ON WHITE TOP, GREEN STEEL POSTS, 24.0 FT (7.3 M) WEST OF THE CENTER
 CN3312'OF COOSA COUNTY ROAD NO. 29, 204.2 FT (62.2 M) NORTH OF A FENCE
 CN3312'JUNCTION, 224.3 FT (68.4 M) SOUTH OF THE SOUTH ONE OF THREE CONNECTED
 CN3312'BRACED WOOD POSTS IN THE FENCE LINE, 3.0 FT (0.9 M) EAST OF A
 CN3312'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3312'STATION 19-22 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3313 ***********************************************************************
 CN3313  DESIGNATION -  19 24
 CN3313  PID         -  CN3313
 CN3313  STATE/COUNTY-  AL/COOSA
 CN3313  USGS QUAD   -  ROCKFORD (1971)
 CN3313
 CN3313                         *CURRENT SURVEY CONTROL
 CN3313  ___________________________________________________________________
 CN3313* NAD 83(1992)-  32 53 14.10339(N)    086 13 58.94200(W)     ADJUSTED  
 CN3313* NAVD 88     -       210.8    (meters)     692.     (feet)  GPS OBS   
 CN3313  ___________________________________________________________________
 CN3313  X           -     352,237.801 (meters)                     COMP
 CN3313  Y           -  -5,349,844.276 (meters)                     COMP
 CN3313  Z           -   3,443,563.772 (meters)                     COMP
 CN3313  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CN3313  ELLIP HEIGHT-         181.92  (meters)          (07/29/02) GPS OBS
 CN3313  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CN3313
 CN3313  HORZ ORDER  -  FIRST
 CN3313  ELLP ORDER  -  FOURTH    CLASS I
 CN3313
 CN3313.The horizontal coordinates were established by GPS observations
 CN3313.and adjusted by the National Geodetic Survey in September 1993..
 CN3313
 CN3313.The orthometric height was determined by GPS observations and a
 CN3313.high-resolution geoid model.
 CN3313
 CN3313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3313
 CN3313.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3313
 CN3313.The ellipsoidal height was determined by GPS observations
 CN3313.and is referenced to NAD 83.
 CN3313
 CN3313.The geoid height was determined by GEOID03.
 CN3313
 CN3313;                    North         East     Units Scale Factor Converg.
 CN3313;SPC AL E     -   264,762.298   162,600.112   MT  0.99997724   -0 13 01.3
 CN3313;UTM  16      - 3,639,048.407   571,738.134   MT  0.99966345   +0 24 59.3
 CN3313
 CN3313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3313!SPC AL E     -   0.99997144  x   0.99997724  =   0.99994868
 CN3313!UTM  16      -   0.99997144  x   0.99966345  =   0.99963490
 CN3313
 CN3313                          SUPERSEDED SURVEY CONTROL
 CN3313
 CN3313  ELLIP H (09/27/93)  181.94   (m)                       GP(       ) 4 1
 CN3313
 CN3313.Superseded values are not recommended for survey control.
 CN3313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3313.See file dsdata.txt to determine how the superseded data were derived.
 CN3313
 CN3313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7173839048(NAD 83)
 CN3313_MARKER: DD = SURVEY DISK
 CN3313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3313_SP_SET: CONCRETE POST
 CN3313_STAMPING: 19-24 1992
 CN3313_MARK LOGO: ALHD  
 CN3313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3313+STABILITY: SURFACE MOTION
 CN3313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3313+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3313
 CN3313  HISTORY     - Date     Condition        Report By
 CN3313  HISTORY     - 1992     MONUMENTED       ALHD
 CN3313
 CN3313                          STATION DESCRIPTION
 CN3313
 CN3313'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3313'THE STATION IS LOCATED IN COOSA COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3313'ALA 22, ABOUT 1.00 MI (1.61 KM) WEST OF ROCKFORD AND ABOUT 6.70 MI
 CN3313'(10.78 KM) NORTHEAST OF KELLYS CROSSROADS.
 CN3313'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3313'POST 97.55 ON ALA 22 AND MILE POST 190.70 ON U.S. 231) AT THE FOUR
 CN3313'WAY STOP AND CAUTION LIGHT IN ROCKFORD, DRIVE WEST ON ALA 22 FOR 0.90
 CN3313'MI (1.45 KM) TO MILE POST 96.65 AND THE STATION ON THE RIGHT.
 CN3313'THE STATION IS 2.7 FT (0.8 M) SOUTH-SOUTHEAST OF A FOUR STRAND BARBED
 CN3313'WIRE FENCE ON WOOD POSTS, 39.7 FT (12.1 M) NORTH-NORTHWEST OF THE
 CN3313'CENTERLINE OF ALA 22, 146.7 FT (44.7 M) WEST-SOUTHWEST OF TELEPHONE
 CN3313'CABLE PEDESTAL NO. 1 13, 149.6 FT (45.6 M) WEST-SOUTHWEST OF A
 CN3313'JUNCTION POWER POLE AT A FENCE CORNER, 2.8 FT (0.9 M) SOUTH OF A
 CN3313'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3313'STATION 19-25 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3314 ***********************************************************************
 CN3314  DESIGNATION -  19 25
 CN3314  PID         -  CN3314
 CN3314  STATE/COUNTY-  AL/COOSA
 CN3314  USGS QUAD   -  ROCKFORD (1971)
 CN3314
 CN3314                         *CURRENT SURVEY CONTROL
 CN3314  ___________________________________________________________________
 CN3314* NAD 83(1992)-  32 53 21.16608(N)    086 13 35.78847(W)     ADJUSTED  
 CN3314* NAVD 88     -       215.2    (meters)     706.     (feet)  GPS OBS   
 CN3314  ___________________________________________________________________
 CN3314  X           -     352,830.794 (meters)                     COMP
 CN3314  Y           -  -5,349,690.482 (meters)                     COMP
 CN3314  Z           -   3,443,748.861 (meters)                     COMP
 CN3314  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CN3314  ELLIP HEIGHT-         186.30  (meters)          (07/29/02) GPS OBS
 CN3314  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CN3314
 CN3314  HORZ ORDER  -  FIRST
 CN3314  ELLP ORDER  -  FOURTH    CLASS I
 CN3314
 CN3314.The horizontal coordinates were established by GPS observations
 CN3314.and adjusted by the National Geodetic Survey in September 1993..
 CN3314
 CN3314.The orthometric height was determined by GPS observations and a
 CN3314.high-resolution geoid model.
 CN3314
 CN3314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3314
 CN3314.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3314
 CN3314.The ellipsoidal height was determined by GPS observations
 CN3314.and is referenced to NAD 83.
 CN3314
 CN3314.The geoid height was determined by GEOID03.
 CN3314
 CN3314;                    North         East     Units Scale Factor Converg.
 CN3314;SPC AL E     -   264,977.605   163,202.715   MT  0.99997669   -0 12 48.8
 CN3314;UTM  16      - 3,639,270.294   572,338.132   MT  0.99966452   +0 25 11.9
 CN3314
 CN3314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3314!SPC AL E     -   0.99997075  x   0.99997669  =   0.99994744
 CN3314!UTM  16      -   0.99997075  x   0.99966452  =   0.99963528
 CN3314
 CN3314                          SUPERSEDED SURVEY CONTROL
 CN3314
 CN3314  ELLIP H (09/27/93)  186.32   (m)                       GP(       ) 4 1
 CN3314
 CN3314.Superseded values are not recommended for survey control.
 CN3314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3314.See file dsdata.txt to determine how the superseded data were derived.
 CN3314
 CN3314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7233839270(NAD 83)
 CN3314_MARKER: DD = SURVEY DISK
 CN3314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3314_SP_SET: CONCRETE POST
 CN3314_STAMPING: 19-25 1992
 CN3314_MARK LOGO: ALHD  
 CN3314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3314+STABILITY: SURFACE MOTION
 CN3314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3314+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3314
 CN3314  HISTORY     - Date     Condition        Report By
 CN3314  HISTORY     - 1992     MONUMENTED       ALHD
 CN3314
 CN3314                          STATION DESCRIPTION
 CN3314
 CN3314'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3314'THE STATION IS LOCATED IN COOSA COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3314'ALA 22 IN ROCKFORD.
 CN3314'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3314'POST 97.55 ON ALA 22 AND MILE POST 190.70 ON U.S. 231) AT THE FOUR
 CN3314'WAY STOP AND CAUTION LIGHT IN ROCKFORD, DRIVE WEST ON ALA 22 FOR 0.45
 CN3314'MI (0.72 KM) TO MILE POST 97.10 AND THE STATION ON THE LEFT.
 CN3314'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FOUR STRAND BARBED
 CN3314'WIRE FENCE ON OLD WOOD POSTS, 36.7 FT (11.2 M) SOUTH-SOUTHEAST OF THE
 CN3314'CENTERLINE OF ALA 22, 101.4 FT (30.9 M) WEST-SOUTHWEST OF A 45 SPEED
 CN3314'LIMIT SIGN, 169.8 FT (51.8 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL
 CN3314'NO. LP 1 ACROSS ALA 22, 3.2 FT (1.0 M) NORTHWEST OF A CARSONITE
 CN3314'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3314'STATION 19-24 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3315 ***********************************************************************
 CN3315  DESIGNATION -  19 26
 CN3315  PID         -  CN3315
 CN3315  STATE/COUNTY-  AL/COOSA
 CN3315  USGS QUAD   -  EQUALITY (1971)
 CN3315
 CN3315                         *CURRENT SURVEY CONTROL
 CN3315  ___________________________________________________________________
 CN3315* NAD 83(1992)-  32 48 07.77321(N)    086 07 00.76994(W)     ADJUSTED  
 CN3315* NAVD 88     -       206.8    (meters)     678.     (feet)  GPS OBS   
 CN3315  ___________________________________________________________________
 CN3315  X           -     363,429.490 (meters)                     COMP
 CN3315  Y           -  -5,354,222.283 (meters)                     COMP
 CN3315  Z           -   3,435,633.022 (meters)                     COMP
 CN3315  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CN3315  ELLIP HEIGHT-         177.78  (meters)          (07/29/02) GPS OBS
 CN3315  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CN3315
 CN3315  HORZ ORDER  -  FIRST
 CN3315  ELLP ORDER  -  FOURTH    CLASS I
 CN3315
 CN3315.The horizontal coordinates were established by GPS observations
 CN3315.and adjusted by the National Geodetic Survey in September 1993..
 CN3315
 CN3315.The orthometric height was determined by GPS observations and a
 CN3315.high-resolution geoid model.
 CN3315
 CN3315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3315
 CN3315.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3315
 CN3315.The ellipsoidal height was determined by GPS observations
 CN3315.and is referenced to NAD 83.
 CN3315
 CN3315.The geoid height was determined by GEOID03.
 CN3315
 CN3315;                    North         East     Units Scale Factor Converg.
 CN3315;SPC AL E     -   255,290.622   173,443.638   MT  0.99996869   -0 09 13.0
 CN3315;UTM  16      - 3,629,699.861   582,682.329   MT  0.99968429   +0 28 42.4
 CN3315
 CN3315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3315!SPC AL E     -   0.99997209  x   0.99996869  =   0.99994078
 CN3315!UTM  16      -   0.99997209  x   0.99968429  =   0.99965639
 CN3315
 CN3315                          SUPERSEDED SURVEY CONTROL
 CN3315
 CN3315  ELLIP H (09/27/93)  177.81   (m)                       GP(       ) 4 1
 CN3315
 CN3315.Superseded values are not recommended for survey control.
 CN3315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3315.See file dsdata.txt to determine how the superseded data were derived.
 CN3315
 CN3315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8268229700(NAD 83)
 CN3315_MARKER: DD = SURVEY DISK
 CN3315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3315_SP_SET: CONCRETE POST
 CN3315_STAMPING: 19-26 1992
 CN3315_MARK LOGO: ALHD  
 CN3315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3315+STABILITY: SURFACE MOTION
 CN3315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3315+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3315
 CN3315  HISTORY     - Date     Condition        Report By
 CN3315  HISTORY     - 1992     MONUMENTED       ALHD
 CN3315
 CN3315                          STATION DESCRIPTION
 CN3315
 CN3315'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3315'THE STATION IS LOCATED IN COOSA COUNTY ON THE WEST RIGHT OF WAY OF ALA
 CN3315'9, ABOUT 2.75 MI (4.43 KM) NORTH OF EQUALITY AND ABOUT 8.35 MI
 CN3315'(13.44 KM) SOUTHEAST OF ROCKFORD.
 CN3315'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 259 (MILE POST
 CN3315'141.35 ON ALA 9 AND MILE POST 0 ON ALA 259) IN EQUALITY, DRIVE NORTH
 CN3315'ON ALA 9 FOR 2.80 MI (4.51 KM) TO MILE POST 144.15, COOSA COUNTY ROAD
 CN3315'NO. 67, AND THE STATION ON THE LEFT.
 CN3315'THE STATION IS 2.2 FT (0.7 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 CN3315'ON TREATED WOOD POSTS, 26.0 FT (7.9 M) WEST OF THE CENTER OF COOSA
 CN3315'COUNTY ROAD NO. 67, 46.5 FT (14.2 M) WEST-NORTHWEST OF A STOP SIGN
 CN3315'ACROSS COOSA COUNTY ROAD NO. 67, 57.4 FT (17.5 M) WEST-SOUTHWEST OF
 CN3315'THE SOUTH END OF AN 18-INCH CONCRETE PIPE UNDER COOSA COUNTY ROAD NO.
 CN3315'67, 77.6 FT (23.7 M) NORTH OF A CONCRETE WATER VALVE MARKER POST,
 CN3315'77.8 FT (23.7 M) NORTH OF A WATER VALVE, 79.9 FT (24.4 M)
 CN3315'WEST-SOUTHWEST OF THE CENTERLINE OF ALA 9, 99.3 FT (30.3 M) SOUTH OF
 CN3315'THE NORTH END OF AN 18-INCH CONCRETE PIPE UNDER COOSA COUNTY ROAD NO.
 CN3315'67, 2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3315'WITH THE GROUND.
 CN3315'STATION 19-27 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3316 ***********************************************************************
 CN3316  DESIGNATION -  19 27
 CN3316  PID         -  CN3316
 CN3316  STATE/COUNTY-  AL/COOSA
 CN3316  USGS QUAD   -  EQUALITY (1971)
 CN3316
 CN3316                         *CURRENT SURVEY CONTROL
 CN3316  ___________________________________________________________________
 CN3316* NAD 83(1992)-  32 48 27.65367(N)    086 06 56.92360(W)     ADJUSTED  
 CN3316* NAVD 88     -       209.4    (meters)     687.     (feet)  GPS OBS   
 CN3316  ___________________________________________________________________
 CN3316  X           -     363,507.006 (meters)                     COMP
 CN3316  Y           -  -5,353,886.658 (meters)                     COMP
 CN3316  Z           -   3,436,149.225 (meters)                     COMP
 CN3316  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CN3316  ELLIP HEIGHT-         180.41  (meters)          (07/29/02) GPS OBS
 CN3316  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CN3316
 CN3316  HORZ ORDER  -  FIRST
 CN3316  ELLP ORDER  -  FOURTH    CLASS I
 CN3316
 CN3316.The horizontal coordinates were established by GPS observations
 CN3316.and adjusted by the National Geodetic Survey in September 1993..
 CN3316
 CN3316.The orthometric height was determined by GPS observations and a
 CN3316.high-resolution geoid model.
 CN3316
 CN3316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3316
 CN3316.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3316
 CN3316.The ellipsoidal height was determined by GPS observations
 CN3316.and is referenced to NAD 83.
 CN3316
 CN3316.The geoid height was determined by GEOID03.
 CN3316
 CN3316;                    North         East     Units Scale Factor Converg.
 CN3316;SPC AL E     -   255,902.767   173,545.341   MT  0.99996863   -0 09 11.0
 CN3316;UTM  16      - 3,630,312.916   582,777.245   MT  0.99968449   +0 28 44.8
 CN3316
 CN3316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3316!SPC AL E     -   0.99997168  x   0.99996863  =   0.99994031
 CN3316!UTM  16      -   0.99997168  x   0.99968449  =   0.99965617
 CN3316
 CN3316                          SUPERSEDED SURVEY CONTROL
 CN3316
 CN3316  ELLIP H (09/27/93)  180.45   (m)                       GP(       ) 4 1
 CN3316
 CN3316.Superseded values are not recommended for survey control.
 CN3316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3316.See file dsdata.txt to determine how the superseded data were derived.
 CN3316
 CN3316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8277730313(NAD 83)
 CN3316_MARKER: DD = SURVEY DISK
 CN3316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3316_SP_SET: CONCRETE POST
 CN3316_STAMPING: 19-27 1992
 CN3316_MARK LOGO: ALHD  
 CN3316_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3316+STABILITY: SURFACE MOTION
 CN3316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3316+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3316
 CN3316  HISTORY     - Date     Condition        Report By
 CN3316  HISTORY     - 1992     MONUMENTED       ALHD
 CN3316
 CN3316                          STATION DESCRIPTION
 CN3316
 CN3316'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3316'THE STATION IS LOCATED IN COOSA COUNTY ON THE WEST RIGHT OF WAY OF ALA
 CN3316'9, ABOUT 3.05 MI (4.91 KM) NORTH OF EQUALITY AND ABOUT 8.10 MI
 CN3316'(13.04 KM) SOUTHEAST OF ROCKFORD.
 CN3316'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 259 (MILE POST
 CN3316'141.35 ON ALA 9 AND MILE POST 0 ON ALA 259) IN EQUALITY, DRIVE NORTH
 CN3316'ON ALA 9 FOR 3.20 MI (5.15 KM) TO MILE POST 144.55 AND THE STATION ON
 CN3316'THE LEFT.
 CN3316'THE STATION IS LOCATED ACROSS ALA 9 FROM A WHITE MOBLE HOME WITH A
 CN3316'CHAIN LINK FENCE, 2.9 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE
 CN3316'FENCE ON TREATED WOOD POSTS, 48.9 FT (14.9 M) NORTH OF THE NORTH ONE
 CN3316'OF TWO CONNECTED POSTS IN THE FENCE LINE, 52.0 FT (15.8 M) WEST OF
 CN3316'THE CENTERLINE OF ALA 9, 107.7 FT (32.8 M) WEST-SOUTHWEST OF THE
 CN3316'SOUTH POST OF A WALK IN GATE IN THE CHAIN LINK FENCE ACROSS ALA 9,
 CN3316'107.8 WEST-NORTHWEST OF THE NORTH POST OF A DRIVE IN GATE IN THE
 CN3316'CHAIN LINK FENCE ACROSS ALA 9, 3.0 FT (0.9 M) EAST OF A CARSONITE
 CN3316'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3316'STATION 19-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3317 ***********************************************************************
 CN3317  DESIGNATION -  19 28
 CN3317  PID         -  CN3317
 CN3317  STATE/COUNTY-  AL/COOSA
 CN3317  USGS QUAD   -  EQUALITY (1971)
 CN3317
 CN3317                         *CURRENT SURVEY CONTROL
 CN3317  ___________________________________________________________________
 CN3317* NAD 83(1992)-  32 49 08.74020(N)    086 03 22.98594(W)     ADJUSTED  
 CN3317* NAVD 88     -       198.6    (meters)     652.     (feet)  GPS OBS   
 CN3317  ___________________________________________________________________
 CN3317  X           -     369,012.055 (meters)                     COMP
 CN3317  Y           -  -5,352,813.357 (meters)                     COMP
 CN3317  Z           -   3,437,207.119 (meters)                     COMP
 CN3317  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 CN3317  ELLIP HEIGHT-         169.55  (meters)          (07/29/02) GPS OBS
 CN3317  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CN3317
 CN3317  HORZ ORDER  -  FIRST
 CN3317  ELLP ORDER  -  FOURTH    CLASS I
 CN3317
 CN3317.The horizontal coordinates were established by GPS observations
 CN3317.and adjusted by the National Geodetic Survey in September 1993..
 CN3317
 CN3317.The orthometric height was determined by GPS observations and a
 CN3317.high-resolution geoid model.
 CN3317
 CN3317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3317
 CN3317.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3317
 CN3317.The ellipsoidal height was determined by GPS observations
 CN3317.and is referenced to NAD 83.
 CN3317
 CN3317.The geoid height was determined by GEOID03.
 CN3317
 CN3317;                    North         East     Units Scale Factor Converg.
 CN3317;SPC AL E     -   257,155.124   179,113.484   MT  0.99996538   -0 07 15.2
 CN3317;UTM  16      - 3,631,626.276   588,329.694   MT  0.99969620   +0 30 41.3
 CN3317
 CN3317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3317!SPC AL E     -   0.99997338  x   0.99996538  =   0.99993876
 CN3317!UTM  16      -   0.99997338  x   0.99969620  =   0.99966959
 CN3317
 CN3317:                Primary Azimuth Mark                     Grid Az
 CN3317:SPC AL E     -  19 29                                    033 09 46.9
 CN3317:UTM  16      -  19 29                                    032 31 50.4
 CN3317
 CN3317|---------------------------------------------------------------------|
 CN3317| PID    Reference Object                     Distance      Geod. Az  |
 CN3317|                                                           dddmmss.s |
 CN3317| CN3318 19 29                               498.189 METERS 0330231.7 |
 CN3317|---------------------------------------------------------------------|
 CN3317
 CN3317                          SUPERSEDED SURVEY CONTROL
 CN3317
 CN3317  ELLIP H (09/27/93)  169.59   (m)                       GP(       ) 4 1
 CN3317
 CN3317.Superseded values are not recommended for survey control.
 CN3317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3317.See file dsdata.txt to determine how the superseded data were derived.
 CN3317
 CN3317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8833031626(NAD 83)
 CN3317_MARKER: DD = SURVEY DISK
 CN3317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3317_SP_SET: CONCRETE POST
 CN3317_STAMPING: 19-28 1992
 CN3317_MARK LOGO: ALHD  
 CN3317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3317+STABILITY: SURFACE MOTION
 CN3317_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN3317+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2002
 CN3317
 CN3317  HISTORY     - Date     Condition        Report By
 CN3317  HISTORY     - 1992     MONUMENTED       ALHD
 CN3317  HISTORY     - 20020225 GOOD             ALHD
 CN3317
 CN3317                          STATION DESCRIPTION
 CN3317
 CN3317'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3317'THE STATION IS LOCATED IN COOSA COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CN3317'OF ALA 259, ABOUT 4.55 MI (7.32 KM) NORTHEAST OF EQUALITY AND ABOUT
 CN3317'10.55 MI (16.98 KM) SOUTHEAST OF ROCKFORD.
 CN3317'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 259 (MILE POST
 CN3317'0 ON ALA 259 AND MILE POST 141.35 ON ALA 9) IN EQUALITY, DRIVE
 CN3317'NORTHEAST ON ALA 259 FOR 5.00 MI (8.05 KM) TO MILE POST 5.00 AND THE
 CN3317'STATION ON THE RIGHT.
 CN3317'THE STATION IS LOCATED NEAR THE CREST OF A TEN FOOT BACK SLOPE, 16.6
 CN3317'FT (5.1 M) NORTHWEST OF CONCRETE RIGHT OF WAY MARKER P.O.T. 264 +
 CN3317'17.4, 37.0 FT (11.3 M) SOUTHEAST OF THE CENTERLINE OF ALA 259, 67.0
 CN3317'FT (20.4 M) NORTHEAST OF MILE POST 5, 2.1 FT (0.6 M) NORTHWEST OF A
 CN3317'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3317'STATION 19-29 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3317
 CN3317                          STATION RECOVERY (2002)
 CN3317
 CN3317'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3317'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3318 ***********************************************************************
 CN3318  DESIGNATION -  19 29
 CN3318  PID         -  CN3318
 CN3318  STATE/COUNTY-  AL/COOSA
 CN3318  USGS QUAD   -  EQUALITY (1971)
 CN3318
 CN3318                         *CURRENT SURVEY CONTROL
 CN3318  ___________________________________________________________________
 CN3318* NAD 83(1992)-  32 49 22.29647(N)    086 03 12.54264(W)     ADJUSTED  
 CN3318* NAVD 88     -       195.9    (meters)     643.     (feet)  GPS OBS   
 CN3318  ___________________________________________________________________
 CN3318  X           -     369,267.336 (meters)                     COMP
 CN3318  Y           -  -5,352,566.598 (meters)                     COMP
 CN3318  Z           -   3,437,556.625 (meters)                     COMP
 CN3318  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 CN3318  ELLIP HEIGHT-         166.87  (meters)          (07/29/02) GPS OBS
 CN3318  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CN3318
 CN3318  HORZ ORDER  -  FIRST
 CN3318  ELLP ORDER  -  FOURTH    CLASS I
 CN3318
 CN3318.The horizontal coordinates were established by GPS observations
 CN3318.and adjusted by the National Geodetic Survey in September 1993..
 CN3318
 CN3318.The orthometric height was determined by GPS observations and a
 CN3318.high-resolution geoid model.
 CN3318
 CN3318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3318
 CN3318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3318
 CN3318.The ellipsoidal height was determined by GPS observations
 CN3318.and is referenced to NAD 83.
 CN3318
 CN3318.The geoid height was determined by GEOID03.
 CN3318
 CN3318;                    North         East     Units Scale Factor Converg.
 CN3318;SPC AL E     -   257,572.152   179,385.996   MT  0.99996524   -0 07 09.6
 CN3318;UTM  16      - 3,632,046.173   588,597.514   MT  0.99969679   +0 30 47.1
 CN3318
 CN3318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3318!SPC AL E     -   0.99997380  x   0.99996524  =   0.99993904
 CN3318!UTM  16      -   0.99997380  x   0.99969679  =   0.99967060
 CN3318
 CN3318:                Primary Azimuth Mark                     Grid Az
 CN3318:SPC AL E     -  19 28                                    213 09 46.9
 CN3318:UTM  16      -  19 28                                    212 31 50.2
 CN3318
 CN3318|---------------------------------------------------------------------|
 CN3318| PID    Reference Object                     Distance      Geod. Az  |
 CN3318|                                                           dddmmss.s |
 CN3318| CN3317 19 28                               498.189 METERS 2130237.3 |
 CN3318|---------------------------------------------------------------------|
 CN3318
 CN3318                          SUPERSEDED SURVEY CONTROL
 CN3318
 CN3318  ELLIP H (09/27/93)  166.91   (m)                       GP(       ) 4 1
 CN3318
 CN3318.Superseded values are not recommended for survey control.
 CN3318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3318.See file dsdata.txt to determine how the superseded data were derived.
 CN3318
 CN3318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8859832046(NAD 83)
 CN3318_MARKER: DD = SURVEY DISK
 CN3318_SETTING: 66 = SET IN ROCK OUTCROP
 CN3318_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 CN3318_STAMPING: 19-29 1992
 CN3318_MARK LOGO: ALHD  
 CN3318_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN3318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CN3318+STABILITY: POSITION/ELEVATION WELL
 CN3318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3318+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2002
 CN3318
 CN3318  HISTORY     - Date     Condition        Report By
 CN3318  HISTORY     - 1992     MONUMENTED       ALHD
 CN3318  HISTORY     - 20020225 GOOD             ALHD
 CN3318
 CN3318                          STATION DESCRIPTION
 CN3318
 CN3318'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3318'THE STATION IS LOCATED IN COOSA COUNTY ON THE NORTHWEST RIGHT OF WAY
 CN3318'OF ALA 259, ABOUT 4.90 MI (7.89 KM) NORTHEAST OF EQUALITY AND ABOUT
 CN3318'10.50 MI (16.90 KM) SOUTHEAST OF ROCKFORD.
 CN3318'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 259 (MILE POST
 CN3318'0 ON ALA 259 AND MILE POST 141.35 ON ALA 9) IN EQUALITY, DRIVE
 CN3318'NORTHEAST ON ALA 259 FOR 5.30 MI (8.53 KM) TO MILE POST 5.30 AND THE
 CN3318'STATION ON THE LEFT.
 CN3318'THE STATION IS 38.1 FT (11.6 M) NORTHWEST OF THE CENTERLINE OF ALA
 CN3318'259, 52.5 FT (16.0 M) EAST OF A POWER POLE, 89.8 FT (27.4 M)
 CN3318'NORTHWEST OF A JUNCTION POWER POLE ACROSS ALA 259, 90.5 FT (27.6 M)
 CN3318'NORTH-NORTHWEST OF TELEPHONE SERVICE POLE AND CABLE PEDESTAL NO. 47
 CN3318'ACROSS ALA 259, 7.3 FT (2.2 M) SOUTHEAST OF A CARSONITE WITNESS POST,
 CN3318'AND SET IN A DRILLED HOLE IN A ROCK OUTCROP 0.5 FT (15.2 CM)
 CN3318'UNDERGROUND.  AN EIGHT-INCH LONG STEEL REBAR WAS PLACED OVER THE DISK.
 CN3318'STATION 19-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3318
 CN3318                          STATION RECOVERY (2002)
 CN3318
 CN3318'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3318'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3202 ***********************************************************************
 CN3202  DESIGNATION -  19 3
 CN3202  PID         -  CN3202
 CN3202  STATE/COUNTY-  AL/COOSA
 CN3202  USGS QUAD   -  ROCKFORD SW (1971)
 CN3202
 CN3202                         *CURRENT SURVEY CONTROL
 CN3202  ___________________________________________________________________
 CN3202* NAD 83(1992)-  32 47 28.94424(N)    086 12 11.66745(W)     ADJUSTED  
 CN3202* NAVD 88     -       185.4    (meters)     608.     (feet)  VERTCON   
 CN3202  ___________________________________________________________________
 CN3202  X           -     355,400.522 (meters)                     COMP
 CN3202  Y           -  -5,355,392.646 (meters)                     COMP
 CN3202  Z           -   3,434,615.983 (meters)                     COMP
 CN3202  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CN3202  ELLIP HEIGHT-         156.50  (meters)          (07/29/02) GPS OBS
 CN3202  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CN3202
 CN3202  HORZ ORDER  -  FIRST
 CN3202  ELLP ORDER  -  FOURTH    CLASS I
 CN3202
 CN3202.The horizontal coordinates were established by GPS observations
 CN3202.and adjusted by the National Geodetic Survey in December 1992..
 CN3202
 CN3202.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3202
 CN3202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3202
 CN3202.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3202
 CN3202.The ellipsoidal height was determined by GPS observations
 CN3202.and is referenced to NAD 83.
 CN3202
 CN3202.The geoid height was determined by GEOID03.
 CN3202
 CN3202;                    North         East     Units Scale Factor Converg.
 CN3202;SPC AL E     -   254,119.490   165,351.101   MT  0.99997480   -0 12 01.2
 CN3202;UTM  16      - 3,628,439.914   574,605.587   MT  0.99966863   +0 25 53.5
 CN3202
 CN3202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3202!SPC AL E     -   0.99997543  x   0.99997480  =   0.99995023
 CN3202!UTM  16      -   0.99997543  x   0.99966863  =   0.99964407
 CN3202
 CN3202|---------------------------------------------------------------------|
 CN3202| PID    Reference Object                     Distance      Geod. Az  |
 CN3202|                                                           dddmmss.s |
 CN3202| CN3203 19 4                                339.483 METERS 04704     |
 CN3202|---------------------------------------------------------------------|
 CN3202
 CN3202                          SUPERSEDED SURVEY CONTROL
 CN3202
 CN3202  ELLIP H (12/04/92)  156.54   (m)                       GP(       ) 4 1
 CN3202  NAD 83(1986)-  32 47 28.95001(N)    086 12 11.67149(W) AD(       ) 1
 CN3202  NGVD 29 (12/04/92)  185.4    (m)          608.     (f) GPS OBS        
 CN3202
 CN3202.Superseded values are not recommended for survey control.
 CN3202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3202.See file dsdata.txt to determine how the superseded data were derived.
 CN3202
 CN3202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7460628440(NAD 83)
 CN3202_MARKER: DD = SURVEY DISK
 CN3202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3202_SP_SET: CONCRETE POST
 CN3202_STAMPING: 19-3 1991
 CN3202_MARK LOGO: ALHD  
 CN3202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3202+STABILITY: SURFACE MOTION
 CN3202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3202+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3202
 CN3202  HISTORY     - Date     Condition        Report By
 CN3202  HISTORY     - 1991     MONUMENTED       ALHD
 CN3202
 CN3202                          STATION DESCRIPTION
 CN3202
 CN3202'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3202'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY UNION CAMP
 CN3202'CORPORATION, ABOUT 6.8 MI (10.9 KM) SOUTH OF ROCKFORD AND ABOUT 17.6
 CN3202'MI (28.3 KM) NORTH OF WETUMPKA.
 CN3202'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 SND ALA 22 (MILE
 CN3202'POST 190.70 ON U. S. 231) IN ROCKFORD, DRIVE SOUTH ON U. S. 231 FOR
 CN3202'7.15 MI (11.51 KM) TO MILE POST 183.55 AND COOSA COUNTY ROAD NO. 10
 CN3202'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 10 AND DRIVE EAST
 CN3202'2.25 MI (3.62 KM) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE
 CN3202'WOODS ROAD AND DRIVE SOUTHWESTERLY 0.30 MI (0.48 KM) TO THE STATION
 CN3202'ON THE RIGHT ON TOP OF A LOW HILL.
 CN3202'THE STATION IS 14.5 FT (4.4 M) NORTHWEST OF THE CENTER OF THE WOODS
 CN3202'ROAD, 1.7 FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3202'WITH THE GROUND.
 CN3202'STATION 19-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3319 ***********************************************************************
 CN3319  DESIGNATION -  19 30
 CN3319  PID         -  CN3319
 CN3319  STATE/COUNTY-  AL/COOSA
 CN3319  USGS QUAD   -  KELLYTON (1983)
 CN3319
 CN3319                         *CURRENT SURVEY CONTROL
 CN3319  ___________________________________________________________________
 CN3319* NAD 83(1992)-  32 53 18.98570(N)    086 03 03.10749(W)     ADJUSTED  
 CN3319* NAVD 88     -       228.5    (meters)     750.     (feet)  GPS OBS   
 CN3319  ___________________________________________________________________
 CN3319  X           -     369,241.614 (meters)                     COMP
 CN3319  Y           -  -5,348,630.476 (meters)                     COMP
 CN3319  Z           -   3,443,699.596 (meters)                     COMP
 CN3319  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 CN3319  ELLIP HEIGHT-         199.45  (meters)          (07/29/02) GPS OBS
 CN3319  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CN3319
 CN3319  HORZ ORDER  -  FIRST
 CN3319  ELLP ORDER  -  FOURTH    CLASS I
 CN3319
 CN3319.The horizontal coordinates were established by GPS observations
 CN3319.and adjusted by the National Geodetic Survey in September 1993..
 CN3319
 CN3319.The orthometric height was determined by GPS observations and a
 CN3319.high-resolution geoid model.
 CN3319
 CN3319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3319
 CN3319.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3319
 CN3319.The ellipsoidal height was determined by GPS observations
 CN3319.and is referenced to NAD 83.
 CN3319
 CN3319.The geoid height was determined by GEOID03.
 CN3319
 CN3319;                    North         East     Units Scale Factor Converg.
 CN3319;SPC AL E     -   264,862.842   179,646.423   MT  0.99996511   -0 07 05.2
 CN3319;UTM  16      - 3,639,337.339   588,777.334   MT  0.99969718   +0 30 55.5
 CN3319
 CN3319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3319!SPC AL E     -   0.99996869  x   0.99996511  =   0.99993380
 CN3319!UTM  16      -   0.99996869  x   0.99969718  =   0.99966588
 CN3319
 CN3319:                Primary Azimuth Mark                     Grid Az
 CN3319:SPC AL E     -  19 31                                    353 48 01.1
 CN3319:UTM  16      -  19 31                                    353 10 00.4
 CN3319
 CN3319|---------------------------------------------------------------------|
 CN3319| PID    Reference Object                     Distance      Geod. Az  |
 CN3319|                                                           dddmmss.s |
 CN3319| CN3320 19 31                               452.132 METERS 3534055.9 |
 CN3319|---------------------------------------------------------------------|
 CN3319
 CN3319                          SUPERSEDED SURVEY CONTROL
 CN3319
 CN3319  ELLIP H (09/27/93)  199.48   (m)                       GP(       ) 4 1
 CN3319
 CN3319.Superseded values are not recommended for survey control.
 CN3319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3319.See file dsdata.txt to determine how the superseded data were derived.
 CN3319
 CN3319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8877739337(NAD 83)
 CN3319_MARKER: DD = SURVEY DISK
 CN3319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3319_SP_SET: CONCRETE POST
 CN3319_STAMPING: 19-30 1992
 CN3319_MARK LOGO: ALHD  
 CN3319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3319+STABILITY: SURFACE MOTION
 CN3319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3319+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3319
 CN3319  HISTORY     - Date     Condition        Report By
 CN3319  HISTORY     - 1992     MONUMENTED       ALHD
 CN3319
 CN3319                          STATION DESCRIPTION
 CN3319
 CN3319'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3319'THE STATION IS LOCATED IN COOSA COUNTY ON THE EAST RIGHT OF WAY OF
 CN3319'COOSA COUNTY ROAD NO. 91, ABOUT 9.75 MI (15.69 KM) EAST OF ROCKFORD
 CN3319'AND ABOUT 11.90 MI (19.15 KM) SOUTH OF GOODWATER.
 CN3319'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 22 EAST (MILE
 CN3319'POST 105.85 ON ALA 22 AND MILE POST 148.70 ON ALA 9) AT A CAUTION
 CN3319'LIGHT ABOUT 8.0 MI (12.9 KM) EAST OF ROCKFORD, DRIVE EAST ON ALA 22
 CN3319'FOR 2.80 MI (4.51 KM) TO MILE POST 108.65 AND COOSA COUNTY ROAD NO.
 CN3319'91 ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 91 AND DRIVE NORTH
 CN3319'FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.
 CN3319'THE STATION IS 2.8 FT (0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 CN3319'ON OLD TREATED WOOD POSTS, 28.0 FT (8.5 M) SOUTH OF THE SOUTH ONE OF
 CN3319'TWO CONNECTED POSTS IN THE FENCE LINE, 36.0 FT (11.0 M) EAST OF THE
 CN3319'CENTER OF COOSA COUNTY ROAD NO. 91, 2.7 FT (0.8 M) WEST OF A
 CN3319'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3319'STATION 19-31 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3320 ***********************************************************************
 CN3320  DESIGNATION -  19 31
 CN3320  PID         -  CN3320
 CN3320  STATE/COUNTY-  AL/COOSA
 CN3320  USGS QUAD   -  KELLYTON (1983)
 CN3320
 CN3320                         *CURRENT SURVEY CONTROL
 CN3320  ___________________________________________________________________
 CN3320* NAD 83(1992)-  32 53 33.57318(N)    086 03 05.02180(W)     ADJUSTED  
 CN3320* NAVD 88     -       226.2    (meters)     742.     (feet)  GPS OBS   
 CN3320  ___________________________________________________________________
 CN3320  X           -     369,175.031 (meters)                     COMP
 CN3320  Y           -  -5,348,388.439 (meters)                     COMP
 CN3320  Z           -   3,444,075.663 (meters)                     COMP
 CN3320  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 CN3320  ELLIP HEIGHT-         197.06  (meters)          (07/29/02) GPS OBS
 CN3320  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CN3320
 CN3320  HORZ ORDER  -  FIRST
 CN3320  ELLP ORDER  -  FOURTH    CLASS I
 CN3320
 CN3320.The horizontal coordinates were established by GPS observations
 CN3320.and adjusted by the National Geodetic Survey in September 1993..
 CN3320
 CN3320.The orthometric height was determined by GPS observations and a
 CN3320.high-resolution geoid model.
 CN3320
 CN3320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3320
 CN3320.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3320
 CN3320.The ellipsoidal height was determined by GPS observations
 CN3320.and is referenced to NAD 83.
 CN3320
 CN3320.The geoid height was determined by GEOID03.
 CN3320
 CN3320;                    North         East     Units Scale Factor Converg.
 CN3320;SPC AL E     -   265,312.314   179,597.597   MT  0.99996513   -0 07 06.3
 CN3320;UTM  16      - 3,639,786.123   588,723.555   MT  0.99969706   +0 30 54.7
 CN3320
 CN3320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3320!SPC AL E     -   0.99996906  x   0.99996513  =   0.99993419
 CN3320!UTM  16      -   0.99996906  x   0.99969706  =   0.99966613
 CN3320
 CN3320:                Primary Azimuth Mark                     Grid Az
 CN3320:SPC AL E     -  19 30                                    173 48 01.1
 CN3320:UTM  16      -  19 30                                    173 10 00.1
 CN3320
 CN3320|---------------------------------------------------------------------|
 CN3320| PID    Reference Object                     Distance      Geod. Az  |
 CN3320|                                                           dddmmss.s |
 CN3320| CN3319 19 30                               452.132 METERS 1734054.8 |
 CN3320|---------------------------------------------------------------------|
 CN3320
 CN3320                          SUPERSEDED SURVEY CONTROL
 CN3320
 CN3320  ELLIP H (09/27/93)  197.10   (m)                       GP(       ) 4 1
 CN3320
 CN3320.Superseded values are not recommended for survey control.
 CN3320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3320.See file dsdata.txt to determine how the superseded data were derived.
 CN3320
 CN3320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8872439786(NAD 83)
 CN3320_MARKER: DD = SURVEY DISK
 CN3320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3320_SP_SET: CONCRETE POST
 CN3320_STAMPING: 19-31 1992
 CN3320_MARK LOGO: ALHD  
 CN3320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3320+STABILITY: SURFACE MOTION
 CN3320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3320+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3320
 CN3320  HISTORY     - Date     Condition        Report By
 CN3320  HISTORY     - 1992     MONUMENTED       ALHD
 CN3320
 CN3320                          STATION DESCRIPTION
 CN3320
 CN3320'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3320'THE STATION IS LOCATED IN COOSA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3320'COOSA COUNTY ROAD NO. 91, ABOUT 9.65 MI (15.53 KM) EAST OF ROCKFORD
 CN3320'AND ABOUT 11.60 MI (18.67 KM) SOUTH OF GOODWATER.
 CN3320'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 22 EAST (MILE
 CN3320'POST 105.85 ON ALA 22 AND MILE POST 148.70 ON ALA 9) AT A CAUTION
 CN3320'LIGHT ABOUT 8.0 MI (12.9 KM) EAST OF ROCKFORD, DRIVE EAST ON ALA 22
 CN3320'FOR 2.80 MI (4.51 KM) TO MILE POST 108.65 AND COOSA COUNTY ROAD NO.
 CN3320'91 ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 91 AND DRIVE NORTH
 CN3320'FOR 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT.
 CN3320'THE STATION IS 25.0 FT (7.6 M) WEST OF THE CENTER OF COOSA COUNTY ROAD
 CN3320'NO. 91, 63.8 FT (19.4 M) SOUTH OF THE SOUTH END OF A 15-INCH CONCRETE
 CN3320'PIPE UNDER A GRAVEL DRIVEWAY, 99.0 FT (30.2 M) SOUTHWEST OF A
 CN3320'TRANSFORMER POWER POLE ACROSS THE ROAD, 3.5 FT (1.1 M) EAST OF A
 CN3320'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3320'STATION 19-30 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3321 ***********************************************************************
 CN3321  DESIGNATION -  19 32
 CN3321  PID         -  CN3321
 CN3321  STATE/COUNTY-  AL/COOSA
 CN3321  USGS QUAD   -  KELLYTON (1983)
 CN3321
 CN3321                         *CURRENT SURVEY CONTROL
 CN3321  ___________________________________________________________________
 CN3321* NAD 83(1992)-  32 56 32.65612(N)    086 05 57.99178(W)     ADJUSTED  
 CN3321* NAVD 88     -       240.9    (meters)     790.     (feet)  GPS OBS   
 CN3321  ___________________________________________________________________
 CN3321  X           -     364,486.736 (meters)                     COMP
 CN3321  Y           -  -5,345,717.338 (meters)                     COMP
 CN3321  Z           -   3,448,715.040 (meters)                     COMP
 CN3321  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CN3321  ELLIP HEIGHT-         211.87  (meters)          (07/29/02) GPS OBS
 CN3321  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CN3321
 CN3321  HORZ ORDER  -  FIRST
 CN3321  ELLP ORDER  -  FOURTH    CLASS I
 CN3321
 CN3321.The horizontal coordinates were established by GPS observations
 CN3321.and adjusted by the National Geodetic Survey in September 1993..
 CN3321
 CN3321.The orthometric height was determined by GPS observations and a
 CN3321.high-resolution geoid model.
 CN3321
 CN3321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3321
 CN3321.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3321
 CN3321.The ellipsoidal height was determined by GPS observations
 CN3321.and is referenced to NAD 83.
 CN3321
 CN3321.The geoid height was determined by GEOID03.
 CN3321
 CN3321;                    North         East     Units Scale Factor Converg.
 CN3321;SPC AL E     -   270,839.331   175,116.088   MT  0.99996763   -0 08 41.0
 CN3321;UTM  16      - 3,645,261.709   584,182.405   MT  0.99968738   +0 29 23.1
 CN3321
 CN3321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3321!SPC AL E     -   0.99996674  x   0.99996763  =   0.99993437
 CN3321!UTM  16      -   0.99996674  x   0.99968738  =   0.99965413
 CN3321
 CN3321                          SUPERSEDED SURVEY CONTROL
 CN3321
 CN3321  ELLIP H (09/27/93)  211.89   (m)                       GP(       ) 4 1
 CN3321
 CN3321.Superseded values are not recommended for survey control.
 CN3321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3321.See file dsdata.txt to determine how the superseded data were derived.
 CN3321
 CN3321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8418245262(NAD 83)
 CN3321_MARKER: DD = SURVEY DISK
 CN3321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3321_SP_SET: CONCRETE POST
 CN3321_STAMPING: 19-32 1992
 CN3321_MARK LOGO: ALHD  
 CN3321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3321+STABILITY: SURFACE MOTION
 CN3321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3321+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3321
 CN3321  HISTORY     - Date     Condition        Report By
 CN3321  HISTORY     - 1992     MONUMENTED       ALHD
 CN3321
 CN3321                          STATION DESCRIPTION
 CN3321
 CN3321'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3321'THE STATION IS LOCATED IN COOSA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3321'COOSA COUNTY ROAD NO. 40, ABOUT 7.90 MI (12.71 KM) NORTHEAST OF
 CN3321'ROCKFORD AND ABOUT 8.70 MI (14.00 KM) SOUTH-SOUTHWEST OF GOODWATER.
 CN3321'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 22 EAST (MILE
 CN3321'POST 148.70 ON ALA 9 AND MILE POST 105.85 ON ALA 22) AT A CAUTION
 CN3321'LIGHT ABOUT 8.0 MI (12.9 KM) EAST OF ROCKFORD, DRIVE NORTH ON ALA 9
 CN3321'FOR 5.85 MI (9.41 KM) TO MILE POST 154.55 AND COOSA COUNTY ROAD NO.
 CN3321'71 ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 71 AND DRIVE
 CN3321'SOUTHWEST FOR 1.50 MI (2.41 KM) TO A PAVED COUNTY ROAD ON THE RIGHT,
 CN3321'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR 1.30 MI
 CN3321'(2.09 KM) TO A T-INTERSECTION WITH COOSA COUNTY ROAD NO. 40 LEFT AND
 CN3321'RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 40 AND DRIVE NORTHEAST FOR
 CN3321'0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 CN3321'THE STATION IS 2.4 FT (0.7 M) EAST-SOUTHEAST OF A THREE STRAND BARBED
 CN3321'WIRE FENCE ON OLD WOOD POSTS, 58.3 FT (17.8 M) WEST-NORTHWEST OF THE
 CN3321'CENTERLINE OF COOSA COUNTY ROAD NO. 40, 117.0 FT (35.7 M)
 CN3321'SOUTH-SOUTHWEST OF POWER AND CABLE POLE NO 19, 182.0 FT (55.5 M) NORTH
 CN3321'OF THE CENTER OF THE INTERSECTION OF COOSA COUNTY ROAD NO. 40 AND A
 CN3321'PAVED ROAD LEADING SOUTHEAST, 2.4 FT (0.7 M) EAST OF A CARSONITE
 CN3321'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3321'STATION 19-33 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3322 ***********************************************************************
 CN3322  DESIGNATION -  19 33
 CN3322  PID         -  CN3322
 CN3322  STATE/COUNTY-  AL/COOSA
 CN3322  USGS QUAD   -  KELLYTON (1983)
 CN3322
 CN3322                         *CURRENT SURVEY CONTROL
 CN3322  ___________________________________________________________________
 CN3322* NAD 83(1992)-  32 56 50.18433(N)    086 05 47.44900(W)     ADJUSTED  
 CN3322* NAVD 88     -       235.2    (meters)     772.     (feet)  GPS OBS   
 CN3322  ___________________________________________________________________
 CN3322  X           -     364,739.652 (meters)                     COMP
 CN3322  Y           -  -5,345,400.941 (meters)                     COMP
 CN3322  Z           -   3,449,165.106 (meters)                     COMP
 CN3322  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 CN3322  ELLIP HEIGHT-         206.17  (meters)          (07/29/02) GPS OBS
 CN3322  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CN3322
 CN3322  HORZ ORDER  -  FIRST
 CN3322  ELLP ORDER  -  FOURTH    CLASS I
 CN3322
 CN3322.The horizontal coordinates were established by GPS observations
 CN3322.and adjusted by the National Geodetic Survey in September 1993..
 CN3322
 CN3322.The orthometric height was determined by GPS observations and a
 CN3322.high-resolution geoid model.
 CN3322
 CN3322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3322
 CN3322.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3322
 CN3322.The ellipsoidal height was determined by GPS observations
 CN3322.and is referenced to NAD 83.
 CN3322
 CN3322.The geoid height was determined by GEOID03.
 CN3322
 CN3322;                    North         East     Units Scale Factor Converg.
 CN3322;SPC AL E     -   271,378.607   175,391.287   MT  0.99996746   -0 08 35.3
 CN3322;UTM  16      - 3,645,803.848   584,451.540   MT  0.99968794   +0 29 29.1
 CN3322
 CN3322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3322!SPC AL E     -   0.99996763  x   0.99996746  =   0.99993509
 CN3322!UTM  16      -   0.99996763  x   0.99968794  =   0.99965558
 CN3322
 CN3322                          SUPERSEDED SURVEY CONTROL
 CN3322
 CN3322  ELLIP H (09/27/93)  206.19   (m)                       GP(       ) 4 1
 CN3322
 CN3322.Superseded values are not recommended for survey control.
 CN3322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3322.See file dsdata.txt to determine how the superseded data were derived.
 CN3322
 CN3322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8445245804(NAD 83)
 CN3322_MARKER: DD = SURVEY DISK
 CN3322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3322_SP_SET: CONCRETE POST
 CN3322_STAMPING: 19-33 1992
 CN3322_MARK LOGO: ALHD  
 CN3322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3322+STABILITY: SURFACE MOTION
 CN3322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3322+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3322
 CN3322  HISTORY     - Date     Condition        Report By
 CN3322  HISTORY     - 1992     MONUMENTED       ALHD
 CN3322
 CN3322                          STATION DESCRIPTION
 CN3322
 CN3322'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3322'THE STATION IS LOCATED IN COOSA COUNTY ON THE NORTHWEST RIGHT OF WAY
 CN3322'OF COOSA COUNTY ROAD NO. 40, ABOUT 8.10 MI (13.04 KM) NORTHEAST OF
 CN3322'ROCKFORD AND ABOUT 8.30 MI (13.36 KM) SOUTH-SOUTHWEST OF GOODWATER.
 CN3322'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 22 EAST (MILE
 CN3322'POST 148.70 ON ALA 9 AND MILE POST 105.85 ON ALA 22) AT A CAUTION
 CN3322'LIGHT ABOUT 8.0 MI (12.9 KM) EAST OF ROCKFORD, DRIVE NORTH ON ALA 9
 CN3322'FOR 5.85 MI (9.41 KM) TO MILE POST 154.55 AND COOSA COUNTY ROAD NO.
 CN3322'71 ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 71 AND DRIVE
 CN3322'SOUTHWEST FOR 1.50 MI (2.41 KM) TO A PAVED COUNTY ROAD ON THE RIGHT,
 CN3322'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR 1.30 MI
 CN3322'(2.09 KM) TO A T-INTERSECTION WITH COOSA COUNTY ROAD NO. 40 LEFT AND
 CN3322'RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 40 AND DRIVE NORTHEAST FOR
 CN3322'0.40 MI (0.64 KM) TO THE STATION ON THE LEFT.
 CN3322'THE STATION IS 28.7 FT (8.7 M) NORTHWEST OF THE CENTERLINE OF COOSA
 CN3322'COUNTY ROAD NO. 40, 72.6 FT (22.1 M) NORTHWEST OF THE NORTHEAST POST
 CN3322'OF A DOUBLE STEEL GATE ACROSS THE ROAD, 135.0 FT (41.1 M)
 CN3322'SOUTH-SOUTHWEST OF JUNCTION POWER AND CABLE POLE NO. 13, 7.6 FT
 CN3322'(2.3 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3322'GROUND.
 CN3322'STATION 19-32 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3323 ***********************************************************************
 CN3323  DESIGNATION -  19 34
 CN3323  PID         -  CN3323
 CN3323  STATE/COUNTY-  AL/COOSA
 CN3323  USGS QUAD   -  ROCKFORD (1971)
 CN3323
 CN3323                         *CURRENT SURVEY CONTROL
 CN3323  ___________________________________________________________________
 CN3323* NAD 83(1992)-  32 59 24.75892(N)    086 12 06.90695(W)     ADJUSTED  
 CN3323* NAVD 88     -       240.5    (meters)     789.     (feet)  GPS OBS   
 CN3323  ___________________________________________________________________
 CN3323  X           -     354,733.937 (meters)                     COMP
 CN3323  Y           -  -5,343,481.603 (meters)                     COMP
 CN3323  Z           -   3,453,163.232 (meters)                     COMP
 CN3323  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CN3323  ELLIP HEIGHT-         211.49  (meters)          (07/29/02) GPS OBS
 CN3323  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN3323
 CN3323  HORZ ORDER  -  FIRST
 CN3323  ELLP ORDER  -  FOURTH    CLASS I
 CN3323
 CN3323.The horizontal coordinates were established by GPS observations
 CN3323.and adjusted by the National Geodetic Survey in September 1993..
 CN3323
 CN3323.The orthometric height was determined by GPS observations and a
 CN3323.high-resolution geoid model.
 CN3323
 CN3323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3323
 CN3323.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3323
 CN3323.The ellipsoidal height was determined by GPS observations
 CN3323.and is referenced to NAD 83.
 CN3323
 CN3323.The geoid height was determined by GEOID03.
 CN3323
 CN3323;                    North         East     Units Scale Factor Converg.
 CN3323;SPC AL E     -   276,169.934   165,551.999   MT  0.99997463   -0 12 02.5
 CN3323;UTM  16      - 3,650,484.481   574,562.661   MT  0.99966855   +0 26 04.5
 CN3323
 CN3323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3323!SPC AL E     -   0.99996680  x   0.99997463  =   0.99994143
 CN3323!UTM  16      -   0.99996680  x   0.99966855  =   0.99963536
 CN3323
 CN3323:                Primary Azimuth Mark                     Grid Az
 CN3323:SPC AL E     -  19 35                                    006 25 35.7
 CN3323:UTM  16      -  19 35                                    005 47 28.7
 CN3323
 CN3323|---------------------------------------------------------------------|
 CN3323| PID    Reference Object                     Distance      Geod. Az  |
 CN3323|                                                           dddmmss.s |
 CN3323| CN3324 19 35                               444.503 METERS 0061333.2 |
 CN3323|---------------------------------------------------------------------|
 CN3323
 CN3323                          SUPERSEDED SURVEY CONTROL
 CN3323
 CN3323  ELLIP H (09/27/93)  211.48   (m)                       GP(       ) 4 1
 CN3323
 CN3323.Superseded values are not recommended for survey control.
 CN3323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3323.See file dsdata.txt to determine how the superseded data were derived.
 CN3323
 CN3323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7456350484(NAD 83)
 CN3323_MARKER: DD = SURVEY DISK
 CN3323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3323_SP_SET: CONCRETE POST
 CN3323_STAMPING: 19-34 1992
 CN3323_MARK LOGO: ALHD  
 CN3323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3323+STABILITY: SURFACE MOTION
 CN3323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3323+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3323
 CN3323  HISTORY     - Date     Condition        Report By
 CN3323  HISTORY     - 1992     MONUMENTED       ALHD
 CN3323
 CN3323                          STATION DESCRIPTION
 CN3323
 CN3323'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3323'THE STATION IS LOCATED IN COOSA COUNTY ON THE WEST RIGHT OF WAY OF
 CN3323'U.S. 231, ABOUT 7.00 MI (11.27 KM) NORTH-NORTHEAST OF ROCKFORD AND
 CN3323'ABOUT 9.90 MI (15.93 KM) SOUTHWEST OF GOODWATER.
 CN3323'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3323'POST 190.70 ON U.S. 231 AND MILE POST 97.55 ON ALA 22) AT A FOUR WAY
 CN3323'STOP AND CAUTION LIGHT IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR 7.35
 CN3323'MI (11.83 KM) TO MILE POST 198.05 AND THE STATION ON THE LEFT.
 CN3323'THE STATION IS 31.9 FT (9.7 M) WEST OF THE CENTERLINE OF U.S. 231,
 CN3323'49.0 FT (14.9 M) NORTH OF THE WEST POST OF A COOSA COUNTY FORESTRY
 CN3323'PLANNING COMMITTEE ADOPT A MILE SIGN, 70.3 FT (21.4 M)
 CN3323'NORTH-NORTHEAST OF THE NORTH ONE OF TWO BLUE CARSONITE WATER VALVE
 CN3323'MARKER POSTS, 75.9 FT (23.1 M) NORTH-NORTHEAST OF A WATER VALVE, 76.1
 CN3323'FT (23.2 M) NORTH-NORTHEAST OF OF THE SOUTH ONE OF TWO BLUE CARSONITE
 CN3323'WATER VALVE MARKER POSTS, 87.2 FT (26.6 M) EAST-NORTHEAST OF A POWER
 CN3323'AND TELEPHONE SERVICE POLE, 81.6 FT (24.9 M) NORTH-NORTHEAST OF A
 CN3323'WATER VALVE, 130.8 FT (39.9 M) NORTH-NORTHEAST OF TELEPHONE CABLE
 CN3323'PEDESTAL NO. 198 1, 2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST,
 CN3323'AND SET FLUSH WITH THE GROUND.
 CN3323'STATION 19-35 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3324 ***********************************************************************
 CN3324  DESIGNATION -  19 35
 CN3324  PID         -  CN3324
 CN3324  STATE/COUNTY-  AL/COOSA
 CN3324  USGS QUAD   -  ROCKFORD (1971)
 CN3324
 CN3324                         *CURRENT SURVEY CONTROL
 CN3324  ___________________________________________________________________
 CN3324* NAD 83(1992)-  32 59 39.10257(N)    086 12 05.05009(W)     ADJUSTED  
 CN3324* NAVD 88     -       239.2    (meters)     785.     (feet)  GPS OBS   
 CN3324  ___________________________________________________________________
 CN3324  X           -     354,766.028 (meters)                     COMP
 CN3324  Y           -  -5,343,237.252 (meters)                     COMP
 CN3324  Z           -   3,453,533.178 (meters)                     COMP
 CN3324  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CN3324  ELLIP HEIGHT-         210.22  (meters)          (07/29/02) GPS OBS
 CN3324  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN3324
 CN3324  HORZ ORDER  -  FIRST
 CN3324  ELLP ORDER  -  FOURTH    CLASS I
 CN3324
 CN3324.The horizontal coordinates were established by GPS observations
 CN3324.and adjusted by the National Geodetic Survey in September 1993..
 CN3324
 CN3324.The orthometric height was determined by GPS observations and a
 CN3324.high-resolution geoid model.
 CN3324
 CN3324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3324
 CN3324.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3324
 CN3324.The ellipsoidal height was determined by GPS observations
 CN3324.and is referenced to NAD 83.
 CN3324
 CN3324.The geoid height was determined by GEOID03.
 CN3324
 CN3324;                    North         East     Units Scale Factor Converg.
 CN3324;SPC AL E     -   276,611.632   165,601.751   MT  0.99997458   -0 12 01.6
 CN3324;UTM  16      - 3,650,926.568   574,607.499   MT  0.99966863   +0 26 05.6
 CN3324
 CN3324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3324!SPC AL E     -   0.99996700  x   0.99997458  =   0.99994158
 CN3324!UTM  16      -   0.99996700  x   0.99966863  =   0.99963564
 CN3324
 CN3324:                Primary Azimuth Mark                     Grid Az
 CN3324:SPC AL E     -  19 34                                    186 25 35.8
 CN3324:UTM  16      -  19 34                                    185 47 28.6
 CN3324
 CN3324|---------------------------------------------------------------------|
 CN3324| PID    Reference Object                     Distance      Geod. Az  |
 CN3324|                                                           dddmmss.s |
 CN3324| CN3323 19 34                               444.503 METERS 1861334.2 |
 CN3324|---------------------------------------------------------------------|
 CN3324
 CN3324                          SUPERSEDED SURVEY CONTROL
 CN3324
 CN3324.No superseded survey control is available for this station.
 CN3324
 CN3324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7460750927(NAD 83)
 CN3324_MARKER: DD = SURVEY DISK
 CN3324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3324_SP_SET: CONCRETE POST
 CN3324_STAMPING: 19-35 1992
 CN3324_MARK LOGO: ALHD  
 CN3324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3324+STABILITY: SURFACE MOTION
 CN3324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3324+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3324
 CN3324  HISTORY     - Date     Condition        Report By
 CN3324  HISTORY     - 1992     MONUMENTED       ALHD
 CN3324
 CN3324                          STATION DESCRIPTION
 CN3324
 CN3324'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3324'THE STATION IS LOCATED IN COOSA COUNTY ON THE EAST RIGHT OF WAY OF
 CN3324'U.S. 231, ABOUT 7.20 MI (11.59 KM) NORTH-NORTHEAST OF ROCKFORD AND
 CN3324'ABOUT 9.70 MI (15.61 KM) SOUTHWEST OF GOODWATER.
 CN3324'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3324'POST 190.70 ON U.S. 231 AND MILE POST 97.55 ON ALA 22) AT A FOUR WAY
 CN3324'STOP AND CAUTION LIGHT IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR 7.65
 CN3324'MI (12.31 KM) TO MILE POST 198.35 AND THE STATION ON THE RIGHT.
 CN3324'THE STATION IS LOCATED IN FRONT OF THE HANOVER VOLUNTEER FIRE
 CN3324'DEPARTMENT BUILDING, 22.0 FT (6.7 M) SOUTH OF THE CENTER OF A GRAVEL
 CN3324'DRIVEWAY, 68.7 FT (20.9 M) EAST OF THE CENTERLINE OF U.S. 231, 79.4
 CN3324'FT (24.2 M) NORTH-NORTHWEST OF A DOUBLE TRUNK 8-INCH CEDAR TREE, 79.9
 CN3324'FT (24.4 M) NORTH OF A POWER POLE AND TELEPHONE CABLE PEDESTAL NO. 3
 CN3324'58, 110.5 FT (33.7 M) WEST OF THE SOUTHWEST CORNER OF THE METAL FIRE
 CN3324'DEPARTMENT BUILDING, 122.3 FT (37.3 M) WEST-SOUTHWEST OF THE
 CN3324'NORTHWEST CORNER OF THE METAL FIRE DEPARTMENT BUILDING, 2.3 FT
 CN3324'(0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3324'GROUND.
 CN3324'STATION 19-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2885 ***********************************************************************
 DH2885  DESIGNATION -  19 36
 DH2885  PID         -  DH2885
 DH2885  STATE/COUNTY-  AL/COOSA
 DH2885  USGS QUAD   -  HOLLINS (1984)
 DH2885
 DH2885                         *CURRENT SURVEY CONTROL
 DH2885  ___________________________________________________________________
 DH2885* NAD 83(1992)-  33 01 55.52935(N)    086 10 19.19445(W)     ADJUSTED  
 DH2885* NAVD 88     -       230.7    (meters)     757.     (feet)  GPS OBS   
 DH2885  ___________________________________________________________________
 DH2885  X           -     357,354.791 (meters)                     COMP
 DH2885  Y           -  -5,340,762.568 (meters)                     COMP
 DH2885  Z           -   3,457,052.984 (meters)                     COMP
 DH2885  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DH2885  ELLIP HEIGHT-         201.75  (meters)          (07/29/02) GPS OBS
 DH2885  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH2885
 DH2885  HORZ ORDER  -  FIRST
 DH2885  ELLP ORDER  -  FOURTH    CLASS I
 DH2885
 DH2885.The horizontal coordinates were established by GPS observations
 DH2885.and adjusted by the National Geodetic Survey in September 1993..
 DH2885
 DH2885.The orthometric height was determined by GPS observations and a
 DH2885.high-resolution geoid model.
 DH2885
 DH2885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2885
 DH2885.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2885
 DH2885.The ellipsoidal height was determined by GPS observations
 DH2885.and is referenced to NAD 83.
 DH2885
 DH2885.The geoid height was determined by GEOID03.
 DH2885
 DH2885;                    North         East     Units Scale Factor Converg.
 DH2885;SPC AL E     -   280,805.145   168,363.308   MT  0.99997234   -0 11 04.6
 DH2885;UTM  16      - 3,655,149.184   577,321.541   MT  0.99967371   +0 27 04.9
 DH2885
 DH2885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2885!SPC AL E     -   0.99996833  x   0.99997234  =   0.99994067
 DH2885!UTM  16      -   0.99996833  x   0.99967371  =   0.99964205
 DH2885
 DH2885                          SUPERSEDED SURVEY CONTROL
 DH2885
 DH2885.No superseded survey control is available for this station.
 DH2885
 DH2885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7732255149(NAD 83)
 DH2885_MARKER: DD = SURVEY DISK
 DH2885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2885_SP_SET: CONCRETE POST
 DH2885_STAMPING: 19-36 1992
 DH2885_MARK LOGO: ALHD  
 DH2885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2885+STABILITY: SURFACE MOTION
 DH2885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2885+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2885
 DH2885  HISTORY     - Date     Condition        Report By
 DH2885  HISTORY     - 1992     MONUMENTED       ALHD
 DH2885
 DH2885                          STATION DESCRIPTION
 DH2885
 DH2885'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2885'THE STATION IS LOCATED IN COOSA COUNTY ON THE NORTHWEST RIGHT OF WAY
 DH2885'OF COOSA COUNTY ROAD NO. 49, ABOUT 5.20 MI (8.37 KM) WEST-SOUTHWEST
 DH2885'OF GOODWATER AND ABOUT 10.10 MI (16.25 KM) NORTH-NORTHEAST OF
 DH2885'ROCKFORD.
 DH2885'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 DH2885'POST 190.70 ON U.S. 231 AND MILE POST 97.55 ON ALA 22) AT A FOUR WAY
 DH2885'STOP AND CAUTION LIGHT IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR 7.95
 DH2885'MI (12.79 KM) TO MILE POST 198.65 AND COOSA COUNTY ROAD NO. 49 ON THE
 DH2885'RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 49 AND DRIVE NORTHEAST FOR
 DH2885'3.00 MI (4.83 KM) TO THE STATION ON THE LEFT.
 DH2885'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A HOG WIRE FENCE WITH TWO
 DH2885'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 48.5 FT (14.8 M)
 DH2885'NORTHWEST OF THE CENTERLINE OF COOSA COUNTY ROAD NO. 49, 154.0 FT
 DH2885'(46.9 M) SOUTHWEST OF TRANSFORMER POWER POLE NO. 9124 4, 6.0 FT
 DH2885'(1.8 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DH2885'WITH THE GROUND.
 DH2885'STATION 19-37 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2886 ***********************************************************************
 DH2886  DESIGNATION -  19 37
 DH2886  PID         -  DH2886
 DH2886  STATE/COUNTY-  AL/COOSA
 DH2886  USGS QUAD   -  HOLLINS (1984)
 DH2886
 DH2886                         *CURRENT SURVEY CONTROL
 DH2886  ___________________________________________________________________
 DH2886* NAD 83(1992)-  33 02 10.53776(N)    086 09 59.41940(W)     ADJUSTED  
 DH2886* NAVD 88     -       237.3    (meters)     779.     (feet)  GPS OBS   
 DH2886  ___________________________________________________________________
 DH2886  X           -     357,850.339 (meters)                     COMP
 DH2886  Y           -  -5,340,482.324 (meters)                     COMP
 DH2886  Z           -   3,457,444.226 (meters)                     COMP
 DH2886  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 DH2886  ELLIP HEIGHT-         208.37  (meters)          (07/29/02) GPS OBS
 DH2886  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH2886
 DH2886  HORZ ORDER  -  FIRST
 DH2886  ELLP ORDER  -  FOURTH    CLASS I
 DH2886
 DH2886.The horizontal coordinates were established by GPS observations
 DH2886.and adjusted by the National Geodetic Survey in September 1993..
 DH2886
 DH2886.The orthometric height was determined by GPS observations and a
 DH2886.high-resolution geoid model.
 DH2886
 DH2886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2886
 DH2886.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2886
 DH2886.The ellipsoidal height was determined by GPS observations
 DH2886.and is referenced to NAD 83.
 DH2886
 DH2886.The geoid height was determined by GEOID03.
 DH2886
 DH2886;                    North         East     Units Scale Factor Converg.
 DH2886;SPC AL E     -   281,265.854   168,877.916   MT  0.99997194   -0 10 53.9
 DH2886;UTM  16      - 3,655,615.437   577,830.851   MT  0.99967469   +0 27 15.9
 DH2886
 DH2886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2886!SPC AL E     -   0.99996729  x   0.99997194  =   0.99993923
 DH2886!UTM  16      -   0.99996729  x   0.99967469  =   0.99964199
 DH2886
 DH2886                          SUPERSEDED SURVEY CONTROL
 DH2886
 DH2886.No superseded survey control is available for this station.
 DH2886
 DH2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7783155615(NAD 83)
 DH2886_MARKER: DD = SURVEY DISK
 DH2886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2886_SP_SET: CONCRETE POST
 DH2886_STAMPING: 19-37 1992
 DH2886_MARK LOGO: ALHD  
 DH2886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2886+STABILITY: SURFACE MOTION
 DH2886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2886+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2886
 DH2886  HISTORY     - Date     Condition        Report By
 DH2886  HISTORY     - 1992     MONUMENTED       ALHD
 DH2886
 DH2886                          STATION DESCRIPTION
 DH2886
 DH2886'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2886'THE STATION IS LOCATED IN COOSA COUNTY ON THE NORTHWEST RIGHT OF WAY
 DH2886'OF COOSA COUNTY ROAD NO. 49, ABOUT 4.80 MI (7.72 KM) WEST-SOUTHWEST
 DH2886'OF GOODWATER AND ABOUT 10.50 MI (16.90 KM) NORTH-NORTHEAST OF
 DH2886'ROCKFORD.
 DH2886'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 DH2886'POST 190.70 ON U.S. 231 AND MILE POST 97.55 ON ALA 22) AT A FOUR WAY
 DH2886'STOP AND CAUTION LIGHT IN ROCKFORD, DRIVE NORTH ON U.S. 231 FOR 7.95
 DH2886'MI (12.79 KM) TO MILE POST 198.65 AND COOSA COUNTY ROAD NO. 49 ON THE
 DH2886'RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 49 AND DRIVE NORTHEAST FOR
 DH2886'3.45 MI (5.55 KM) TO THE STATION ON THE LEFT.
 DH2886'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A HOG WIRE FENCE WITH TWO
 DH2886'STRANDS OF BARBED WIRE ON RED TOP, WHITE STEEL POSTS, 43.2 FT
 DH2886'(13.2 M) NORTHWEST OF THE CENTERLINE OF COOSA COUNTY ROAD NO. 49,
 DH2886'93.8 FT (28.6 M) SOUTHWEST OF CONCRETE RIGHT OF WAY MARKER P T 179 +
 DH2886'01.4, 160.5 FT (48.9 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 256
 DH2886'23, 2.6 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 DH2886'FLUSH WITH THE GROUND.
 DH2886'STATION 19-36 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2887 ***********************************************************************
 DH2887  DESIGNATION -  19 38
 DH2887  PID         -  DH2887
 DH2887  STATE/COUNTY-  AL/COOSA
 DH2887  USGS QUAD   -  GOODWATER (1987)
 DH2887
 DH2887                         *CURRENT SURVEY CONTROL
 DH2887  ___________________________________________________________________
 DH2887* NAD 83(1992)-  33 05 11.04245(N)    086 03 04.83524(W)     ADJUSTED  
 DH2887* NAVD 88     -       235.1    (meters)     771.     (feet)  GPS OBS   
 DH2887  ___________________________________________________________________
 DH2887  X           -     368,374.727 (meters)                     COMP
 DH2887  Y           -  -5,336,723.844 (meters)                     COMP
 DH2887  Z           -   3,462,103.596 (meters)                     COMP
 DH2887  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DH2887  ELLIP HEIGHT-         206.10  (meters)          (07/29/02) GPS OBS
 DH2887  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DH2887
 DH2887  HORZ ORDER  -  FIRST
 DH2887  ELLP ORDER  -  FOURTH    CLASS I
 DH2887
 DH2887.The horizontal coordinates were established by GPS observations
 DH2887.and adjusted by the National Geodetic Survey in September 1993..
 DH2887
 DH2887.The orthometric height was determined by GPS observations and a
 DH2887.high-resolution geoid model.
 DH2887
 DH2887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2887
 DH2887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2887
 DH2887.The ellipsoidal height was determined by GPS observations
 DH2887.and is referenced to NAD 83.
 DH2887
 DH2887.The geoid height was determined by GEOID03.
 DH2887
 DH2887;                    North         East     Units Scale Factor Converg.
 DH2887;SPC AL E     -   286,798.264   179,646.959   MT  0.99996511   -0 07 08.4
 DH2887;UTM  16      - 3,661,265.536   588,534.745   MT  0.99969664   +0 31 04.5
 DH2887
 DH2887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2887!SPC AL E     -   0.99996764  x   0.99996511  =   0.99993275
 DH2887!UTM  16      -   0.99996764  x   0.99969664  =   0.99966429
 DH2887
 DH2887:                Primary Azimuth Mark                     Grid Az
 DH2887:SPC AL E     -  19 39                                    321 10 34.7
 DH2887:UTM  16      -  19 39                                    320 32 21.8
 DH2887
 DH2887|---------------------------------------------------------------------|
 DH2887| PID    Reference Object                     Distance      Geod. Az  |
 DH2887|                                                           dddmmss.s |
 DH2887| DH2888 19 39                               455.594 METERS 3210326.3 |
 DH2887|---------------------------------------------------------------------|
 DH2887
 DH2887                          SUPERSEDED SURVEY CONTROL
 DH2887
 DH2887  ELLIP H (09/27/93)  206.13   (m)                       GP(       ) 4 1
 DH2887
 DH2887.Superseded values are not recommended for survey control.
 DH2887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2887.See file dsdata.txt to determine how the superseded data were derived.
 DH2887
 DH2887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8853561266(NAD 83)
 DH2887_MARKER: DD = SURVEY DISK
 DH2887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2887_SP_SET: CONCRETE POST
 DH2887_STAMPING: 19-38 1992
 DH2887_MARK LOGO: ALHD  
 DH2887_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2887+STABILITY: SURFACE MOTION
 DH2887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2887+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2887
 DH2887  HISTORY     - Date     Condition        Report By
 DH2887  HISTORY     - 1992     MONUMENTED       ALHD
 DH2887
 DH2887                          STATION DESCRIPTION
 DH2887
 DH2887'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2887'THE STATION IS LOCATED IN COOSA COUNTY ON THE SOUTHWEST RIGHT OF WAY
 DH2887'OF COOSA COUNTY ROAD NO. 11, ABOUT 1.50 MI (2.41 KM) NORTH OF
 DH2887'GOODWATER AND ABOUT 1.60 MI (2.57 KM) EAST-SOUTHEAST OF PARKDALE.
 DH2887'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 9 (MILE
 DH2887'POST 157.45 ON ALA 9 AND MILE POST 60.00 ON U.S. 280) AT A CAUTION
 DH2887'LIGHT AT SOCAPATOY, DRIVE NORTH ON ALA 9 FOR 5.75 MI (9.25 KM) TO
 DH2887'MILE POST 163.20 AND COOSA COUNTY ROAD NO. 511 ON THE LEFT AT A
 DH2887'TRAFFIC LIGHT, CONTINUE NORTH ON ALA 9, CROSSING A RAILROAD OVERPASS,
 DH2887'FOR 0.05 MI (0.08 KM) TO MILE POST 163.25 AND COOSA COUNTY ROAD NO. 7
 DH2887'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 7 AND DRIVE NORTH FOR
 DH2887'1.45 MI (2.33 KM) TO COOSA COUNTY ROAD NO. 11 ON THE LEFT, TURN LEFT
 DH2887'ON COOSA COUNTY ROAD NO. 11 AND DRIVE NORTHWEST FOR 0.05 MI
 DH2887'(0.08 KM) TO THE STATION ON THE LEFT.
 DH2887'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FIVE STRAND BARBED WIRE
 DH2887'FENCE ON 2-INCH ROUND STEEL POSTS, 24.4 FT (7.4 M) NORTH-NORTHWEST OF
 DH2887'AN 8-INCH WOOD POST IN THE FENCE LINE, 24.7 FT (7.5 M) SOUTHEAST OF
 DH2887'AN 8-INCH WOOD POST IN THE FENCE LINE, 32.0 FT (9.8 M) SOUTHWEST OF
 DH2887'THE CENTERLINE OF COOSA COUNTY ROAD NO. 11, 74.2 FT (22.6 M)
 DH2887'SOUTHEAST OF THE SOUTHEAST POST OF A STEEL GATE, 3.0 FT (0.9 M)
 DH2887'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2887'STATION 19-39 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2888 ***********************************************************************
 DH2888  DESIGNATION -  19 39
 DH2888  PID         -  DH2888
 DH2888  STATE/COUNTY-  AL/COOSA
 DH2888  USGS QUAD   -  GOODWATER (1987)
 DH2888
 DH2888                         *CURRENT SURVEY CONTROL
 DH2888  ___________________________________________________________________
 DH2888* NAD 83(1992)-  33 05 22.54446(N)    086 03 15.87756(W)     ADJUSTED  
 DH2888* NAVD 88     -       237.9    (meters)     781.     (feet)  GPS OBS   
 DH2888  ___________________________________________________________________
 DH2888  X           -     368,075.879 (meters)                     COMP
 DH2888  Y           -  -5,336,552.928 (meters)                     COMP
 DH2888  Z           -   3,462,402.032 (meters)                     COMP
 DH2888  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DH2888  ELLIP HEIGHT-         208.93  (meters)          (07/29/02) GPS OBS
 DH2888  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH2888
 DH2888  HORZ ORDER  -  FIRST
 DH2888  ELLP ORDER  -  FOURTH    CLASS I
 DH2888
 DH2888.The horizontal coordinates were established by GPS observations
 DH2888.and adjusted by the National Geodetic Survey in September 1993..
 DH2888
 DH2888.The orthometric height was determined by GPS observations and a
 DH2888.high-resolution geoid model.
 DH2888
 DH2888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2888
 DH2888.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2888
 DH2888.The ellipsoidal height was determined by GPS observations
 DH2888.and is referenced to NAD 83.
 DH2888
 DH2888.The geoid height was determined by GEOID03.
 DH2888
 DH2888;                    North         East     Units Scale Factor Converg.
 DH2888;SPC AL E     -   287,153.195   179,361.346   MT  0.99996525   -0 07 14.5
 DH2888;UTM  16      - 3,661,617.176   588,245.281   MT  0.99969601   +0 30 58.6
 DH2888
 DH2888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2888!SPC AL E     -   0.99996720  x   0.99996525  =   0.99993245
 DH2888!UTM  16      -   0.99996720  x   0.99969601  =   0.99966322
 DH2888
 DH2888:                Primary Azimuth Mark                     Grid Az
 DH2888:SPC AL E     -  19 38                                    141 10 34.8
 DH2888:UTM  16      -  19 38                                    140 32 21.7
 DH2888
 DH2888|---------------------------------------------------------------------|
 DH2888| PID    Reference Object                     Distance      Geod. Az  |
 DH2888|                                                           dddmmss.s |
 DH2888| DH2887 19 38                               455.594 METERS 1410320.3 |
 DH2888|---------------------------------------------------------------------|
 DH2888
 DH2888                          SUPERSEDED SURVEY CONTROL
 DH2888
 DH2888  ELLIP H (09/27/93)  208.95   (m)                       GP(       ) 4 1
 DH2888
 DH2888.Superseded values are not recommended for survey control.
 DH2888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2888.See file dsdata.txt to determine how the superseded data were derived.
 DH2888
 DH2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8824561617(NAD 83)
 DH2888_MARKER: DD = SURVEY DISK
 DH2888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2888_SP_SET: CONCRETE POST
 DH2888_STAMPING: 19-39 1992
 DH2888_MARK LOGO: ALHD  
 DH2888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2888+STABILITY: SURFACE MOTION
 DH2888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2888+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2888
 DH2888  HISTORY     - Date     Condition        Report By
 DH2888  HISTORY     - 1992     MONUMENTED       ALHD
 DH2888
 DH2888                          STATION DESCRIPTION
 DH2888
 DH2888'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2888'THE STATION IS LOCATED IN COOSA COUNTY ON THE SOUTHWEST RIGHT OF WAY
 DH2888'OF COOSA COUNTY ROAD NO. 11, ABOUT 1.75 MI (2.82 KM) NORTH OF
 DH2888'GOODWATER AND ABOUT 1.40 MI (2.25 KM) EAST-SOUTHEAST OF PARKDALE.
 DH2888'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 9 (MILE
 DH2888'POST 157.45 ON ALA 9 AND MILE POST 60.00 ON U.S. 280) AT A CAUTION
 DH2888'LIGHT AT SOCAPATOY, DRIVE NORTH ON ALA 9 FOR 5.75 MI (9.25 KM) TO
 DH2888'MILE POST 163.20 AND COOSA COUNTY ROAD NO. 511 ON THE LEFT AT A
 DH2888'TRAFFIC LIGHT, CONTINUE NORTH ON ALA 9, CROSSING A RAILROAD OVERPASS,
 DH2888'FOR 0.05 MI (0.08 KM) TO MILE POST 163.25 AND COOSA COUNTY ROAD NO. 7
 DH2888'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 7 AND DRIVE NORTH FOR
 DH2888'1.45 MI (2.33 KM) TO COOSA COUNTY ROAD NO. 11 ON THE LEFT, TURN LEFT
 DH2888'ON COOSA COUNTY ROAD NO. 11 AND DRIVE NORTHWEST FOR 0.35 MI
 DH2888'(0.56 KM) TO THE STATION ON THE LEFT.
 DH2888'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE
 DH2888'FENCE ON TREATED WOOD POSTS, 26.8 FT (8.2 M) SOUTHEAST OF A BRACED
 DH2888'8-INCH WOOD POST IN THE FENCE LINE, 32.6 FT (9.9 M) SOUTHWEST OF THE
 DH2888'CENTERLINE OF COOSA COUNTY ROAD NO. 11, 54.4 FT (16.6 M) NORTHWEST OF
 DH2888'A FENCE JUNCTION, 61.4 FT (18.7 M) NORTHWEST OF THE NORTHWEST POST OF
 DH2888'A STEEL GATE, 64.3 FT (19.6 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE
 DH2888'PEDESTAL NO. 2 ACROSS THE ROAD, 3.3 FT (1.0 M) NORTHEAST OF A
 DH2888'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2888'STATION 19-38 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3203 ***********************************************************************
 CN3203  DESIGNATION -  19 4
 CN3203  PID         -  CN3203
 CN3203  STATE/COUNTY-  AL/COOSA
 CN3203  USGS QUAD   -  ROCKFORD SW (1971)
 CN3203
 CN3203                         *CURRENT SURVEY CONTROL
 CN3203  ___________________________________________________________________
 CN3203* NAD 83(1992)-  32 47 36.44988(N)    086 12 02.11435(W)     ADJUSTED  
 CN3203* NAVD 88     -       184.0    (meters)     604.     (feet)  VERTCON   
 CN3203  ___________________________________________________________________
 CN3203  X           -     355,640.174 (meters)                     COMP
 CN3203  Y           -  -5,355,249.976 (meters)                     COMP
 CN3203  Z           -   3,434,809.551 (meters)                     COMP
 CN3203  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CN3203  ELLIP HEIGHT-         155.01  (meters)          (07/29/02) GPS OBS
 CN3203  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CN3203
 CN3203  HORZ ORDER  -  FIRST
 CN3203  ELLP ORDER  -  FOURTH    CLASS I
 CN3203
 CN3203.The horizontal coordinates were established by GPS observations
 CN3203.and adjusted by the National Geodetic Survey in December 1992..
 CN3203
 CN3203.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3203
 CN3203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3203
 CN3203.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3203
 CN3203.The ellipsoidal height was determined by GPS observations
 CN3203.and is referenced to NAD 83.
 CN3203
 CN3203.The geoid height was determined by GEOID03.
 CN3203
 CN3203;                    North         East     Units Scale Factor Converg.
 CN3203;SPC AL E     -   254,349.834   165,600.469   MT  0.99997459   -0 11 56.1
 CN3203;UTM  16      - 3,628,672.923   574,852.324   MT  0.99966908   +0 25 58.8
 CN3203
 CN3203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3203!SPC AL E     -   0.99997566  x   0.99997459  =   0.99995025
 CN3203!UTM  16      -   0.99997566  x   0.99966908  =   0.99964475
 CN3203
 CN3203|---------------------------------------------------------------------|
 CN3203| PID    Reference Object                     Distance      Geod. Az  |
 CN3203|                                                           dddmmss.s |
 CN3203| CN3202 19 3                                339.483 METERS 22704     |
 CN3203|---------------------------------------------------------------------|
 CN3203
 CN3203                          SUPERSEDED SURVEY CONTROL
 CN3203
 CN3203  ELLIP H (12/04/92)  155.05   (m)                       GP(       ) 4 1
 CN3203  NAD 83(1986)-  32 47 36.45565(N)    086 12 02.11839(W) AD(       ) 1
 CN3203  NGVD 29 (12/04/92)  183.9    (m)          603.     (f) GPS OBS        
 CN3203
 CN3203.Superseded values are not recommended for survey control.
 CN3203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3203.See file dsdata.txt to determine how the superseded data were derived.
 CN3203
 CN3203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7485228673(NAD 83)
 CN3203_MARKER: DD = SURVEY DISK
 CN3203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3203_SP_SET: CONCRETE POST
 CN3203_STAMPING: 19-4 1991
 CN3203_MARK LOGO: ALHD  
 CN3203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3203+STABILITY: SURFACE MOTION
 CN3203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3203+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3203
 CN3203  HISTORY     - Date     Condition        Report By
 CN3203  HISTORY     - 1991     MONUMENTED       ALHD
 CN3203
 CN3203                          STATION DESCRIPTION
 CN3203
 CN3203'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3203'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY UNION CAMP
 CN3203'CORPORATION, ABOUT 6.6 MI (10.6 KM) SOUTH OF ROCKFORD AND ABOUT 17.8
 CN3203'MI (28.6 KM) NORTH OF WETUMPKA.
 CN3203'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 SND ALA 22 (MILE
 CN3203'POST 190.70 ON U. S. 231) IN ROCKFORD, DRIVE SOUTH ON U. S. 231 FOR
 CN3203'7.15 MI (11.51 KM) TO MILE POST 183.55 AND COOSA COUNTY ROAD NO. 10
 CN3203'ON THE LEFT, TURN LEFT ON COOSA COUNTY ROAD NO. 10 AND DRIVE EAST
 CN3203'2.25 MI (3.62 KM) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE
 CN3203'WOODS ROAD AND DRIVE SOUTHWESTERLY 0.05 MI (0.08 KM) TO THE STATION
 CN3203'ON THE LEFT IN THE SOUTHWEST QUADRANT OF A WOODS ROAD INTERSECTION.
 CN3203'THE STATION IS 35.0 FT (10.7 M) EAST-SOUTHEAST OF THE CENTER OF THE
 CN3203'NORTH-SOUTH WOODS ROAD, 43.0 FT (13.1 M) NORTHWEST OF THE CENTER OF
 CN3203'THE WOODS ROAD LEADING EAST, 75.0 FT (22.9 M) NORTHEAST OF THE CENTER
 CN3203'OF THE INTERSECTION, 1.9 FT (0.6 M) WEST-NORTHWEST OF A CARSONITE
 CN3203'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3203'STATION 19-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3325 ***********************************************************************
 CN3325  DESIGNATION -  19 40
 CN3325  PID         -  CN3325
 CN3325  STATE/COUNTY-  AL/COOSA
 CN3325  USGS QUAD   -  KELLYTON (1983)
 CN3325
 CN3325                         *CURRENT SURVEY CONTROL
 CN3325  ___________________________________________________________________
 CN3325* NAD 83(1992)-  32 59 01.59262(N)    086 03 46.56392(W)     ADJUSTED  
 CN3325* NAVD 88     -       225.6    (meters)     740.     (feet)  GPS OBS   
 CN3325  ___________________________________________________________________
 CN3325  X           -     367,720.552 (meters)                     COMP
 CN3325  Y           -  -5,342,980.557 (meters)                     COMP
 CN3325  Z           -   3,452,556.455 (meters)                     COMP
 CN3325  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CN3325  ELLIP HEIGHT-         196.56  (meters)          (07/29/02) GPS OBS
 CN3325  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CN3325
 CN3325  HORZ ORDER  -  FIRST
 CN3325  ELLP ORDER  -  FOURTH    CLASS I
 CN3325
 CN3325.The horizontal coordinates were established by GPS observations
 CN3325.and adjusted by the National Geodetic Survey in September 1993..
 CN3325
 CN3325.The orthometric height was determined by GPS observations and a
 CN3325.high-resolution geoid model.
 CN3325
 CN3325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3325
 CN3325.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3325
 CN3325.The ellipsoidal height was determined by GPS observations
 CN3325.and is referenced to NAD 83.
 CN3325
 CN3325.The geoid height was determined by GEOID03.
 CN3325
 CN3325;                    North         East     Units Scale Factor Converg.
 CN3325;SPC AL E     -   275,419.361   178,539.949   MT  0.99996568   -0 07 30.0
 CN3325;UTM  16      - 3,649,878.119   587,554.382   MT  0.99969452   +0 30 36.6
 CN3325
 CN3325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3325!SPC AL E     -   0.99996914  x   0.99996568  =   0.99993482
 CN3325!UTM  16      -   0.99996914  x   0.99969452  =   0.99966367
 CN3325
 CN3325|---------------------------------------------------------------------|
 CN3325| PID    Reference Object                     Distance      Geod. Az  |
 CN3325|                                                           dddmmss.s |
 CN3325| CN0049 X 271                               373.985 METERS 32510     |
 CN3325|---------------------------------------------------------------------|
 CN3325
 CN3325                          SUPERSEDED SURVEY CONTROL
 CN3325
 CN3325  ELLIP H (09/27/93)  196.59   (m)                       GP(       ) 4 1
 CN3325
 CN3325.Superseded values are not recommended for survey control.
 CN3325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3325.See file dsdata.txt to determine how the superseded data were derived.
 CN3325
 CN3325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8755449878(NAD 83)
 CN3325_MARKER: DD = SURVEY DISK
 CN3325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3325_SP_SET: CONCRETE POST
 CN3325_STAMPING: 19-40 1992
 CN3325_MARK LOGO: ALHD  
 CN3325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3325+STABILITY: SURFACE MOTION
 CN3325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3325+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3325
 CN3325  HISTORY     - Date     Condition        Report By
 CN3325  HISTORY     - 1992     MONUMENTED       ALHD
 CN3325
 CN3325                          STATION DESCRIPTION
 CN3325
 CN3325'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3325'THE STATION IS LOCATED IN COOSA COUNTY ON THE NORTHEAST RIGHT OF WAY
 CN3325'OF U.S. 280, ABOUT 5.40 MI (8.69 KM) SOUTH OF GOODWATER AND ABOUT
 CN3325'11.10 MI (17.86 KM) NORTHEAST OF ROCKFORD.
 CN3325'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 9 (MILE
 CN3325'POST 60.05 ON U.S. 280 AND MILE POST 157.45 ON ALA 9) AT SOCAPATOY,
 CN3325'DRIVE SOUTHEAST ON U.S. 280 FOR 0.20 MI (0.32 KM) TO MILE POST 60.25
 CN3325'AND THE STATION ON THE LEFT.
 CN3325'THE STATION IS 33.4 FT (10.2 M) SOUTHWEST OF A HOG WIRE FENCE WITH TWO
 CN3325'STRANDS OF BARBED WIRE ON STEEL POSTS, 95.2 FT (29.0 M) NORTHEAST OF
 CN3325'THE CENTERLINE OF THE WEST BOUND LANES OF U.S. 280, 116.4 FT
 CN3325'(35.5 M) EAST OF A JUNCTION ALA 9 SIGN, 118.6 FT (36.1 M) NORTHWEST
 CN3325'OF AN ANGLE IN THE FENCE LINE, 33.5 FT (10.2 M) SOUTHWEST OF A
 CN3325'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3325'BENCH MARK X 271 1949 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3204 ***********************************************************************
 CN3204  DESIGNATION -  19 5
 CN3204  PID         -  CN3204
 CN3204  STATE/COUNTY-  AL/COOSA
 CN3204  USGS QUAD   -  FLAG MOUNTAIN (1981)
 CN3204
 CN3204                         *CURRENT SURVEY CONTROL
 CN3204  ___________________________________________________________________
 CN3204* NAD 83(1992)-  32 57 21.07044(N)    086 22 08.98064(W)     ADJUSTED  
 CN3204* NAVD 88     -       219.5    (meters)     720.     (feet)  VERTCON   
 CN3204  ___________________________________________________________________
 CN3204  X           -     339,265.388 (meters)                     COMP
 CN3204  Y           -  -5,346,546.434 (meters)                     COMP
 CN3204  Z           -   3,449,955.047 (meters)                     COMP
 CN3204  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CN3204  ELLIP HEIGHT-         190.52  (meters)          (07/29/02) GPS OBS
 CN3204  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CN3204
 CN3204  HORZ ORDER  -  FIRST
 CN3204  ELLP ORDER  -  FOURTH    CLASS I
 CN3204
 CN3204.The horizontal coordinates were established by GPS observations
 CN3204.and adjusted by the National Geodetic Survey in December 1992..
 CN3204
 CN3204.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3204
 CN3204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3204
 CN3204.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3204
 CN3204.The ellipsoidal height was determined by GPS observations
 CN3204.and is referenced to NAD 83.
 CN3204
 CN3204.The geoid height was determined by GEOID03.
 CN3204
 CN3204;                    North         East     Units Scale Factor Converg.
 CN3204;SPC AL E     -   272,426.762   149,901.935   MT  0.99999093   -0 17 29.4
 CN3204;UTM  16      - 3,646,569.384   558,960.145   MT  0.99964286   +0 20 35.5
 CN3204
 CN3204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3204!SPC AL E     -   0.99997009  x   0.99999093  =   0.99996102
 CN3204!UTM  16      -   0.99997009  x   0.99964286  =   0.99961296
 CN3204
 CN3204                          SUPERSEDED SURVEY CONTROL
 CN3204
 CN3204  ELLIP H (12/04/92)  190.56   (m)                       GP(       ) 4 1
 CN3204  NAD 83(1986)-  32 57 21.07813(N)    086 22 08.98430(W) AD(       ) 1
 CN3204  NGVD 29 (12/04/92)  219.4    (m)          720.     (f) GPS OBS        
 CN3204
 CN3204.Superseded values are not recommended for survey control.
 CN3204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3204.See file dsdata.txt to determine how the superseded data were derived.
 CN3204
 CN3204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5896046569(NAD 83)
 CN3204_MARKER: DD = SURVEY DISK
 CN3204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3204_SP_SET: CONCRETE POST
 CN3204_STAMPING: 19-5 1991
 CN3204_MARK LOGO: ALHD  
 CN3204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3204+STABILITY: SURFACE MOTION
 CN3204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3204+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3204
 CN3204  HISTORY     - Date     Condition        Report By
 CN3204  HISTORY     - 1991     MONUMENTED       ALHD
 CN3204
 CN3204                          STATION DESCRIPTION
 CN3204
 CN3204'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3204'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY UNION CAMP
 CN3204'CORPORATION, ABOUT 5.5 MI (8.9 KM) SOUTHWEST OF WEOGUFKA AND ABOUT
 CN3204'9.8 MI (15.8 KM) WEST-NORTHWEST OF ROCKFORD.
 CN3204'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 AND ALA 22 (MILE
 CN3204'POST 97.65 ON ALA 22) IN ROCKFORD, DRIVE WEST ON ALA 22 FOR 8.25 MI
 CN3204'(13.28 KM) TO KELLEYS CROSS ROADS, MILE POST 89.40, AND COOSA COUNTY
 CN3204'ROAD NO. 29 LEFT AND RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 29
 CN3204'AND DRIVE NORTH 4.05 MI (6.52 KM) TO COOSA COUNTY ROAD NO. 18 ON THE
 CN3204'RIGHT, CONTINUE NORTH ON COOSA COUNTY ROAD NO. 29 3.05 MI (4.91 KM)
 CN3204'TO COOSA COUNTY ROAD NO. 15 ON THE LEFT AT MOUNT MORIAH BAPTIST
 CN3204'CHURCH, TURN LEFT ON COOSA COUNTY ROAD NO. 15 AND DRIVE NORTHWEST
 CN3204'2.30 MI (3.70 KM) TO A Y-INTERSECTION WITH COOSA COUNTY ROAD NO. 15
 CN3204'TO THE LEFT AND A GRAVEL ROAD TO THE RIGHT, BEAR RIGHT ON THE GRAVEL
 CN3204'ROAD AND DRIVE NORTHWEST FOR 0.40 MI (0.64 KM) TO A WOODS ROAD AND
 CN3204'THE STATION ON THE LEFT IN THE NORTHWEST QUADRANT OF THE
 CN3204'INTERSECTION.
 CN3204'THE STATION IS 36.5 FT (11.1 M) SOUTHWEST OF THE CENTER OF THE GRAVEL
 CN3204'ROAD, 18.0 FT (5.5 M) WEST-NORTHWEST OF THE CENTER OF THE WOODS ROAD,
 CN3204'1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CN3204'THE GROUND.
 CN3204'STATION 19-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3205 ***********************************************************************
 CN3205  DESIGNATION -  19 6
 CN3205  PID         -  CN3205
 CN3205  STATE/COUNTY-  AL/COOSA
 CN3205  USGS QUAD   -  MITCHELL DAM NW (1971)
 CN3205
 CN3205                         *CURRENT SURVEY CONTROL
 CN3205  ___________________________________________________________________
 CN3205* NAD 83(1992)-  32 57 06.86362(N)    086 22 43.13340(W)     ADJUSTED  
 CN3205* NAVD 88     -       228.8    (meters)     751.     (feet)  VERTCON   
 CN3205  ___________________________________________________________________
 CN3205  X           -     338,395.649 (meters)                     COMP
 CN3205  Y           -  -5,346,847.953 (meters)                     COMP
 CN3205  Z           -   3,449,592.863 (meters)                     COMP
 CN3205  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 CN3205  ELLIP HEIGHT-         199.85  (meters)          (07/29/02) GPS OBS
 CN3205  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CN3205
 CN3205  HORZ ORDER  -  FIRST
 CN3205  ELLP ORDER  -  FOURTH    CLASS I
 CN3205
 CN3205.The horizontal coordinates were established by GPS observations
 CN3205.and adjusted by the National Geodetic Survey in December 1992..
 CN3205
 CN3205.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3205
 CN3205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3205
 CN3205.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3205
 CN3205.The ellipsoidal height was determined by GPS observations
 CN3205.and is referenced to NAD 83.
 CN3205
 CN3205.The geoid height was determined by GEOID03.
 CN3205
 CN3205;                    North         East     Units Scale Factor Converg.
 CN3205;SPC AL E     -   271,993.660   149,012.668   MT  0.99999204   -0 17 47.8
 CN3205;UTM  16      - 3,646,126.614   558,076.038   MT  0.99964159   +0 20 16.7
 CN3205
 CN3205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3205!SPC AL E     -   0.99996862  x   0.99999204  =   0.99996066
 CN3205!UTM  16      -   0.99996862  x   0.99964159  =   0.99961023
 CN3205
 CN3205                          SUPERSEDED SURVEY CONTROL
 CN3205
 CN3205  ELLIP H (12/04/92)  199.88   (m)                       GP(       ) 4 1
 CN3205  NAD 83(1986)-  32 57 06.87131(N)    086 22 43.13706(W) AD(       ) 1
 CN3205  NGVD 29 (12/04/92)  228.7    (m)          750.     (f) GPS OBS        
 CN3205
 CN3205.Superseded values are not recommended for survey control.
 CN3205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3205.See file dsdata.txt to determine how the superseded data were derived.
 CN3205
 CN3205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5807646127(NAD 83)
 CN3205_MARKER: DD = SURVEY DISK
 CN3205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3205_SP_SET: CONCRETE POST
 CN3205_STAMPING: 19-6 1991
 CN3205_MARK LOGO: ALHD  
 CN3205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3205+STABILITY: SURFACE MOTION
 CN3205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3205+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3205
 CN3205  HISTORY     - Date     Condition        Report By
 CN3205  HISTORY     - 1991     MONUMENTED       ALHD
 CN3205
 CN3205                          STATION DESCRIPTION
 CN3205
 CN3205'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3205'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY KIMBERLY
 CN3205'CLARK CORPORATION, ABOUT 5.9 MI (9.5 KM) SOUTHWEST OF WEOGUFKA AND
 CN3205'ABOUT 10.3 MI (16.6 KM) WEST-NORTHWEST OF ROCKFORD.
 CN3205'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 AND ALA 22 (MILE
 CN3205'POST 97.65 ON ALA 22) IN ROCKFORD, DRIVE WEST ON ALA 22 FOR 8.25 MI
 CN3205'(13.28 KM) TO KELLEYS CROSS ROADS, MILE POST 89.40, AND COOSA COUNTY
 CN3205'ROAD NO. 29 LEFT AND RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 29
 CN3205'AND DRIVE NORTH 4.05 MI (6.52 KM) TO COOSA COUNTY ROAD NO. 18 ON THE
 CN3205'RIGHT, CONTINUE NORTH ON COOSA COUNTY ROAD NO. 29 FOR 3.05 MI
 CN3205'(4.91 KM) TO COOSA COUNTY ROAD NO. 15 ON THE LEFT AT MOUNT MORIAH
 CN3205'BAPTIST CHURCH, TURN LEFT ON COOSA COUNTY ROAD NO. 15 AND DRIVE
 CN3205'NORTHWEST 2.30 MI (3.70 KM) TO A Y-INTERSECTION WITH COOSA COUNTY
 CN3205'ROAD NO. 15 TO THE LEFT AND A GRAVEL ROAD TO THE RIGHT, BEAR RIGHT ON
 CN3205'THE GRAVEL ROAD AND DRIVE NORTHWEST FOR 0.15 MI (0.24 KM) TO A WOODS
 CN3205'ROAD ON THE LEFT, TURN LEFT ON THE WOODS ROAD AND DRIVE WESTERLY 1.00
 CN3205'MI (1.61 KM) TO THE STATION ON THE RIGHT ON TOP OF A HIGH HILL.
 CN3205'THE STATION IS LOCATED ON TOP OF A HIGH HILL, 25.0 FT (7.6 M) WEST OF
 CN3205'THE CENTER OF THE WOODS ROAD, 1.8 FT (0.5 M) EAST OF A CARSONITE
 CN3205'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3205'STATION 19-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2843 ***********************************************************************
 DH2843  DESIGNATION -  19 7
 DH2843  PID         -  DH2843
 DH2843  STATE/COUNTY-  AL/COOSA
 DH2843  USGS QUAD   -  WEOGUFKA (1979)
 DH2843
 DH2843                         *CURRENT SURVEY CONTROL
 DH2843  ___________________________________________________________________
 DH2843* NAD 83(1992)-  33 03 17.59556(N)    086 15 43.83269(W)     ADJUSTED  
 DH2843* NAVD 88     -       222.4    (meters)     730.     (feet)  VERTCON   
 DH2843  ___________________________________________________________________
 DH2843  X           -     348,858.248 (meters)                     COMP
 DH2843  Y           -  -5,339,935.748 (meters)                     COMP
 DH2843  Z           -   3,459,167.807 (meters)                     COMP
 DH2843  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 DH2843  ELLIP HEIGHT-         193.43  (meters)          (07/29/02) GPS OBS
 DH2843  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH2843
 DH2843  HORZ ORDER  -  FIRST
 DH2843  ELLP ORDER  -  FOURTH    CLASS I
 DH2843
 DH2843.The horizontal coordinates were established by GPS observations
 DH2843.and adjusted by the National Geodetic Survey in December 1992..
 DH2843
 DH2843.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2843
 DH2843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2843
 DH2843.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2843
 DH2843.The ellipsoidal height was determined by GPS observations
 DH2843.and is referenced to NAD 83.
 DH2843
 DH2843.The geoid height was determined by GEOID03.
 DH2843
 DH2843;                    North         East     Units Scale Factor Converg.
 DH2843;SPC AL E     -   283,364.044   159,949.580   MT  0.99997977   -0 14 02.1
 DH2843;UTM  16      - 3,657,613.742   568,882.537   MT  0.99965850   +0 24 08.8
 DH2843
 DH2843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2843!SPC AL E     -   0.99996963  x   0.99997977  =   0.99994940
 DH2843!UTM  16      -   0.99996963  x   0.99965850  =   0.99962814
 DH2843
 DH2843                          SUPERSEDED SURVEY CONTROL
 DH2843
 DH2843  ELLIP H (12/04/92)  193.41   (m)                       GP(       ) 4 1
 DH2843  NAD 83(1986)-  33 03 17.60329(N)    086 15 43.83515(W) AD(       ) 1
 DH2843  NGVD 29 (12/04/92)  222.4    (m)          730.     (f) GPS OBS        
 DH2843
 DH2843.Superseded values are not recommended for survey control.
 DH2843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2843.See file dsdata.txt to determine how the superseded data were derived.
 DH2843
 DH2843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6888357614(NAD 83)
 DH2843_MARKER: DD = SURVEY DISK
 DH2843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2843_SP_SET: CONCRETE POST
 DH2843_STAMPING: 19-7 1991
 DH2843_MARK LOGO: ALHD  
 DH2843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2843+STABILITY: SURFACE MOTION
 DH2843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2843+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2843
 DH2843  HISTORY     - Date     Condition        Report By
 DH2843  HISTORY     - 1991     MONUMENTED       ALHD
 DH2843
 DH2843                          STATION DESCRIPTION
 DH2843
 DH2843'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2843'THE STATION IS LOCATED IN COOSA COUNTY ON THE SOUTHEAST RIGHT OF WAY
 DH2843'OF COOSA COUNTY ROAD NO. 41, ABOUT 8.00 MI (12.87 KM) SOUTH OF
 DH2843'SYLACAUGA AND ABOUT 11.55 MI (18.59 KM) NORTH-NORTHWEST OF ROCKFORD.
 DH2843'TO REACH THE STATION FROM THE U.S. 280 OVERPASS OVER U.S. 231, ALA.
 DH2843'21, AND ALA 53 (MILE POST 209.50 ON U.S. 231) IN SYLACAUGA, DRIVE
 DH2843'SOUTH ON U.S. 231, ALA 21, AND ALA 53 FOR 4.65 MI (7.48 KM) TO MILE
 DH2843'POST 204.85 AND A PAVED CROSS ROAD WITH COOSA COUNTY ROAD NO. 41 LEFT
 DH2843'AND RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 41 AND DRIVE WEST FOR
 DH2843'0.20 MI (0.32 KM) TO A T-INTERSECTION WITH COOSA COUNTY ROAD NO. 41
 DH2843'ON THE LEFT AND A PAVED COUNTY ROAD ON THE RIGHT, TURN LEFT ON COOSA
 DH2843'COUNTY ROAD NO. 41 AND DRIVE SOUTHWEST FOR 1.85 MI (2.98 KM) TO THE
 DH2843'STATION ON THE LEFT ON TOP OF A LOW HILL.
 DH2843'THE STATION IS LOCATED ACROSS COOSA COUNTY ROAD NO. 41 FROM A GREY
 DH2843'FRAME HOUSE, 5.9 FT (1.8 M) NORTHWEST OF A FOUR STRAND BARBED WIRE
 DH2843'FENCE ON OLD WOOD POSTS, 30.6 FT (9.3 M) SOUTHEAST OF THE CENTER OF
 DH2843'COOSA COUNTY ROAD NO. 41, 69.2 FT (21.1 M) NORTHEAST OF A JUNCTION
 DH2843'POWER POLE, 108.0 FT (32.9 M) SOUTHWEST OF THE NORTHWEST CORNER OF
 DH2843'THE FENCE, 5.7 FT (1.7 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 DH2843'SET FLUSH WITH THE GROUND.
 DH2843'BENCH MARK B 282 1949 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2843'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DH2843'MRS. MAMIE JACKSON
 DH2843'STAR ROUTE, BOX 37
 DH2843'WEOGUFKA, ALABAMA 35183
 DH2843'PHONE 205-249-8816.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3326 ***********************************************************************
 CN3326  DESIGNATION -  19 8
 CN3326  PID         -  CN3326
 CN3326  STATE/COUNTY-  AL/COOSA
 CN3326  USGS QUAD   -  MITCHELL DAM (1971)
 CN3326
 CN3326                         *CURRENT SURVEY CONTROL
 CN3326  ___________________________________________________________________
 CN3326* NAD 83(1992)-  32 51 14.75777(N)    086 23 51.51662(W)     ADJUSTED  
 CN3326* NAVD 88     -       159.1    (meters)     522.     (feet)  GPS OBS   
 CN3326  ___________________________________________________________________
 CN3326  X           -     336,989.550 (meters)                     COMP
 CN3326  Y           -  -5,352,782.432 (meters)                     COMP
 CN3326  Z           -   3,440,447.740 (meters)                     COMP
 CN3326  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 CN3326  ELLIP HEIGHT-         130.32  (meters)          (07/29/02) GPS OBS
 CN3326  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CN3326
 CN3326  HORZ ORDER  -  FIRST
 CN3326  ELLP ORDER  -  FOURTH    CLASS I
 CN3326
 CN3326.The horizontal coordinates were established by GPS observations
 CN3326.and adjusted by the National Geodetic Survey in September 1993..
 CN3326
 CN3326.The orthometric height was determined by GPS observations and a
 CN3326.high-resolution geoid model.
 CN3326
 CN3326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3326
 CN3326.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3326
 CN3326.The ellipsoidal height was determined by GPS observations
 CN3326.and is referenced to NAD 83.
 CN3326
 CN3326.The geoid height was determined by GEOID03.
 CN3326
 CN3326;                    North         East     Units Scale Factor Converg.
 CN3326;SPC AL E     -   261,156.148   147,178.532   MT  0.99999439   -0 18 22.1
 CN3326;SPC AL W     -   316,971.244   703,183.741   MT  1.00006457   +0 35 53.1
 CN3326;UTM  16      - 3,635,273.308   556,362.495   MT  0.99963917   +0 19 36.4
 CN3326
 CN3326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3326!SPC AL E     -   0.99997954  x   0.99999439  =   0.99997393
 CN3326!SPC AL W     -   0.99997954  x   1.00006457  =   1.00004411
 CN3326!UTM  16      -   0.99997954  x   0.99963917  =   0.99961872
 CN3326
 CN3326                          SUPERSEDED SURVEY CONTROL
 CN3326
 CN3326  ELLIP H (09/27/93)  130.35   (m)                       GP(       ) 4 1
 CN3326
 CN3326.Superseded values are not recommended for survey control.
 CN3326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3326.See file dsdata.txt to determine how the superseded data were derived.
 CN3326
 CN3326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5636235273(NAD 83)
 CN3326_MARKER: DD = SURVEY DISK
 CN3326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3326_SP_SET: CONCRETE POST
 CN3326_STAMPING: 19-8 1992
 CN3326_MARK LOGO: ALHD  
 CN3326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3326+STABILITY: SURFACE MOTION
 CN3326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3326+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3326
 CN3326  HISTORY     - Date     Condition        Report By
 CN3326  HISTORY     - 1992     MONUMENTED       ALHD
 CN3326
 CN3326                          STATION DESCRIPTION
 CN3326
 CN3326'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3326'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY KIMBERLY
 CN3326'CLARK CORPORATION, ABOUT 3.85 MI (6.20 KM) NORTHWEST OF KELLYS
 CN3326'CROSSROADS AND ABOUT 12.15 MI (19.55 KM) SOUTHWEST OF WEOGUFKA.
 CN3326'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3326'POST 97.55 ON ALA 22 AND MILE POST 190.70 ON U.S. 231), IN ROCKFORD,
 CN3326'DRIVE WEST ON ALA 22 FOR 11.25 MI (18.10 KM) TO MILE POST 86.30 AND
 CN3326'COOSA COUNTY ROAD NO. 27 NORTH ON THE RIGHT, TURN RIGHT ON COOSA
 CN3326'COUNTY ROAD NO. 27 NORTH AND DRIVE NORTH FOR 2.90 MI (4.67 KM) TO A
 CN3326'LOG ROAD ON THE LEFT, TURN LEFT ON THE LOG ROAD AND DRIVE NORTHWEST
 CN3326'FOR 0.05 MI (0.08 KM) TO A CROSS ROAD, CONTINUE NORTHWEST UP THE HILL
 CN3326'FOR 0.10 MI (0.16 KM) TO A Y-INTERSECTION, BEAR LEFT AND DRIVE
 CN3326'NORTHWEST FOR 0.05 MI (0.08 KM) TO A Y-INTERSECTION ON TOP OF A
 CN3326'RIDGE, BEAR RIGHT AND DRIVE NORTHWEST FOR 0.25 MI (0.40 KM) TO THE
 CN3326'TOP OF A HILL AND THE STATION ON THE LEFT.
 CN3326'THE STATION IS LOCATED ON THE SOUTHEAST SIDE OF A HILL, 16.5 FT
 CN3326'(5.0 M) SOUTHWEST OF THE CENTER OF THE LOG ROAD, 4.2 FT (1.3 M)
 CN3326'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3326'STATION 19-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3327 ***********************************************************************
 CN3327  DESIGNATION -  19 9
 CN3327  PID         -  CN3327
 CN3327  STATE/COUNTY-  AL/COOSA
 CN3327  USGS QUAD   -  MITCHELL DAM (1971)
 CN3327
 CN3327                         *CURRENT SURVEY CONTROL
 CN3327  ___________________________________________________________________
 CN3327* NAD 83(1992)-  32 50 58.56940(N)    086 23 28.04294(W)     ADJUSTED  
 CN3327* NAVD 88     -       161.5    (meters)     530.     (feet)  GPS OBS   
 CN3327  ___________________________________________________________________
 CN3327  X           -     337,615.871 (meters)                     COMP
 CN3327  Y           -  -5,353,016.074 (meters)                     COMP
 CN3327  Z           -   3,440,030.098 (meters)                     COMP
 CN3327  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CN3327  ELLIP HEIGHT-         132.74  (meters)          (07/29/02) GPS OBS
 CN3327  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN3327
 CN3327  HORZ ORDER  -  FIRST
 CN3327  ELLP ORDER  -  FOURTH    CLASS I
 CN3327
 CN3327.The horizontal coordinates were established by GPS observations
 CN3327.and adjusted by the National Geodetic Survey in September 1993..
 CN3327
 CN3327.The orthometric height was determined by GPS observations and a
 CN3327.high-resolution geoid model.
 CN3327
 CN3327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3327
 CN3327.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3327
 CN3327.The ellipsoidal height was determined by GPS observations
 CN3327.and is referenced to NAD 83.
 CN3327
 CN3327.The geoid height was determined by GEOID03.
 CN3327
 CN3327;                    North         East     Units Scale Factor Converg.
 CN3327;SPC AL E     -   260,654.216   147,786.246   MT  0.99999360   -0 18 09.3
 CN3327;SPC AL W     -   316,478.929   703,799.343   MT  1.00006614   +0 36 05.6
 CN3327;UTM  16      - 3,634,778.295   556,975.498   MT  0.99964003   +0 19 49.0
 CN3327
 CN3327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3327!SPC AL E     -   0.99997916  x   0.99999360  =   0.99997276
 CN3327!SPC AL W     -   0.99997916  x   1.00006614  =   1.00004530
 CN3327!UTM  16      -   0.99997916  x   0.99964003  =   0.99961920
 CN3327
 CN3327                          SUPERSEDED SURVEY CONTROL
 CN3327
 CN3327  ELLIP H (09/27/93)  132.76   (m)                       GP(       ) 4 1
 CN3327
 CN3327.Superseded values are not recommended for survey control.
 CN3327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3327.See file dsdata.txt to determine how the superseded data were derived.
 CN3327
 CN3327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5697534778(NAD 83)
 CN3327_MARKER: DD = SURVEY DISK
 CN3327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3327_SP_SET: CONCRETE POST
 CN3327_STAMPING: 19-9 1992
 CN3327_MARK LOGO: ALHD  
 CN3327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3327+STABILITY: SURFACE MOTION
 CN3327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3327+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3327
 CN3327  HISTORY     - Date     Condition        Report By
 CN3327  HISTORY     - 1992     MONUMENTED       ALHD
 CN3327
 CN3327                          STATION DESCRIPTION
 CN3327
 CN3327'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3327'THE STATION IS LOCATED IN COOSA COUNTY ON PROPERTY OWNED BY KIMBERLY
 CN3327'CLARK CORPORATION, ABOUT 3.30 MI (5.31 KM) NORTHWEST OF KELLYS
 CN3327'CROSSROADS AND ABOUT 12.20 MI (19.63 KM) SOUTHWEST OF WEOGUFKA.
 CN3327'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3327'POST 97.55 ON ALA 22 AND MILE POST 190.70 ON U.S. 231), IN ROCKFORD,
 CN3327'DRIVE WEST ON ALA 22 FOR 11.25 MI (18.10 KM) TO MILE POST 86.30 AND
 CN3327'COOSA COUNTY ROAD NO. 27 NORTH ON THE RIGHT, TURN RIGHT ON COOSA
 CN3327'COUNTY ROAD NO. 27 NORTH AND DRIVE NORTH FOR 3.20 MI (5.15 KM) TO A
 CN3327'LOG ROAD ON THE RIGHT, TURN RIGHT ON THE LOG ROAD AND DRIVE EAST
 CN3327'APPROXIMATELY 100 FT (30.5 M) TO A CROSS ROAD ON THE TOP OF THE
 CN3327'RIDGE, TURN RIGHT AND DRIVE SOUTH FOR 0.20 MI (0.32 KM) TO THE TOP OF
 CN3327'A HILL AND THE STATION ON THE RIGHT.
 CN3327'THE STATION IS LOCATED ON THE NORTH SIDE OF THE TOP OF A HILL, 21.5 FT
 CN3327'(6.6 M) SOUTHWEST OF THE CENTER OF THE MAIN LOG ROAD, 24.5 FT
 CN3327'(7.5 M) EAST-NORTHEAST OF AN OLD LOG ROAD IN A FIVE FOOT CUT, 2.8 FT
 CN3327'(0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3327'GROUND.
 CN3327'STATION 19-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0401 ***********************************************************************
 CO0401  DESIGNATION -  190
 CO0401  PID         -  CO0401
 CO0401  STATE/COUNTY-  AL/CHOCTAW
 CO0401  USGS QUAD   -  BUTLER (1986)
 CO0401
 CO0401                         *CURRENT SURVEY CONTROL
 CO0401  ___________________________________________________________________
 CO0401* NAD 83(1986)-  32 05 44.     (N)    088 11 16.     (W)     SCALED    
 CO0401* NAVD 88     -        57.419  (meters)     188.38   (feet)  ADJUSTED  
 CO0401  ___________________________________________________________________
 CO0401  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CO0401  DYNAMIC HT  -          57.353 (meters)     188.17  (feet)  COMP
 CO0401  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 CO0401
 CO0401  VERT ORDER  -  SECOND    CLASS 0
 CO0401
 CO0401.The horizontal coordinates were scaled from a topographic map and have
 CO0401.an estimated accuracy of +/- 6 seconds.
 CO0401
 CO0401.The orthometric height was determined by differential leveling
 CO0401.and adjusted by the National Geodetic Survey in June 1991..
 CO0401
 CO0401.The geoid height was determined by GEOID03.
 CO0401
 CO0401.The dynamic height is computed by dividing the NAVD 88
 CO0401.geopotential number by the normal gravity value computed on the
 CO0401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0401.degrees latitude (g = 980.6199 gals.).
 CO0401
 CO0401.The modeled gravity was interpolated from observed gravity values.
 CO0401
 CO0401;                    North         East    Units  Estimated Accuracy
 CO0401;SPC AL W     -   232,530.      535,080.      MT  (+/- 180 meters Scaled)
 CO0401
 CO0401                          SUPERSEDED SURVEY CONTROL
 CO0401
 CO0401  NGVD 29 (??/??/92)   57.404  (m)          188.33   (f) ADJ UNCH    2 0
 CO0401
 CO0401.Superseded values are not recommended for survey control.
 CO0401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0401.See file dsdata.txt to determine how the superseded data were derived.
 CO0401
 CO0401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA879516(NAD 83)
 CO0401_MARKER: B = BOLT
 CO0401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0401+STABILITY: SURFACE MOTION
 CO0401
 CO0401  HISTORY     - Date     Condition        Report By
 CO0401  HISTORY     - UNK      MONUMENTED       ALHD
 CO0401  HISTORY     - 1935     GOOD             NGS
 CO0401  HISTORY     - 1973     MARK NOT FOUND   USGS
 CO0401
 CO0401                          STATION DESCRIPTION
 CO0401
 CO0401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0401'2.1 MI E FROM BUTLER.
 CO0401'2.1 MILES EAST OF COURTHOUSE AT BUTLER 30 FEET SOUTH OF CENTERLINE OF
 CO0401'STATE HIGHWAY 10, AT THE TOP OF A CURVE AND AT THE EAST END OF THE
 CO0401'CURVE.  TOP OF BOLT SET IN CONCRETE POST.
 CO0401
 CO0401                          STATION RECOVERY (1973)
 CO0401
 CO0401'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0401'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2538 ***********************************************************************
 CN2538  DESIGNATION -  191
 CN2538  PID         -  CN2538
 CN2538  STATE/COUNTY-  AL/MARENGO
 CN2538  USGS QUAD   -  SWEET WATER (1986)
 CN2538
 CN2538                         *CURRENT SURVEY CONTROL
 CN2538  ___________________________________________________________________
 CN2538* NAD 83(1986)-  32 03 29.     (N)    087 47 12.     (W)     SCALED    
 CN2538* NAVD 88     -        58.001  (meters)     190.29   (feet)  ADJUSTED  
 CN2538  ___________________________________________________________________
 CN2538  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CN2538  DYNAMIC HT  -          57.933 (meters)     190.07  (feet)  COMP
 CN2538  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 CN2538
 CN2538  VERT ORDER  -  SECOND    CLASS 0
 CN2538
 CN2538.The horizontal coordinates were scaled from a topographic map and have
 CN2538.an estimated accuracy of +/- 6 seconds.
 CN2538
 CN2538.The orthometric height was determined by differential leveling
 CN2538.and adjusted by the National Geodetic Survey in June 1991..
 CN2538
 CN2538.The geoid height was determined by GEOID03.
 CN2538
 CN2538.The dynamic height is computed by dividing the NAVD 88
 CN2538.geopotential number by the normal gravity value computed on the
 CN2538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2538.degrees latitude (g = 980.6199 gals.).
 CN2538
 CN2538.The modeled gravity was interpolated from observed gravity values.
 CN2538
 CN2538;                    North         East    Units  Estimated Accuracy
 CN2538;SPC AL W     -   228,200.      572,930.      MT  (+/- 180 meters Scaled)
 CN2538
 CN2538                          SUPERSEDED SURVEY CONTROL
 CN2538
 CN2538  NGVD 29 (??/??/92)   57.972  (m)          190.20   (f) ADJ UNCH    2 0
 CN2538
 CN2538.Superseded values are not recommended for survey control.
 CN2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2538.See file dsdata.txt to determine how the superseded data were derived.
 CN2538
 CN2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA257471(NAD 83)
 CN2538_MARKER: DD = SURVEY DISK
 CN2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2538+STABILITY: SURFACE MOTION
 CN2538
 CN2538  HISTORY     - Date     Condition        Report By
 CN2538  HISTORY     - UNK      MONUMENTED       ALHD
 CN2538  HISTORY     - 1951     MARK NOT FOUND   NGS
 CN2538
 CN2538                          STATION DESCRIPTION
 CN2538
 CN2538'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CN2538'IN DIXONS MILL.
 CN2538'AT DIXONS MILLS, MARENGO COUNTY, AT THE INTERSECTION OF U.S. HIGHWAY
 CN2538'10 AND 13, 60 FEET NORTH OF A CHURCH, 25 FEET EAST OF THE CENTERLINE
 CN2538'OF STATE HIGHWAY 13, AND 20 FEET NORTH OF THE CENTERLINE OF STATE
 CN2538'HIGHWAY, A BOLT, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1929 ***********************************************************************
 CN1929  DESIGNATION -  191.063
 CN1929  PID         -  CN1929
 CN1929  STATE/COUNTY-  AL/DALLAS
 CN1929  USGS QUAD   -  SAFFORD (1979)
 CN1929
 CN1929                         *CURRENT SURVEY CONTROL
 CN1929  ___________________________________________________________________
 CN1929* NAD 83(1986)-  32 22 00.     (N)    087 22 28.     (W)     SCALED    
 CN1929* NAVD 88     -        58.296  (meters)     191.26   (feet)  ADJUSTED  
 CN1929  ___________________________________________________________________
 CN1929  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CN1929  DYNAMIC HT  -          58.228 (meters)     191.04  (feet)  COMP
 CN1929  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 CN1929
 CN1929  VERT ORDER  -  SECOND    CLASS 0
 CN1929
 CN1929.The horizontal coordinates were scaled from a topographic map and have
 CN1929.an estimated accuracy of +/- 6 seconds.
 CN1929
 CN1929.The orthometric height was determined by differential leveling
 CN1929.and adjusted by the National Geodetic Survey in June 1991..
 CN1929
 CN1929.The geoid height was determined by GEOID03.
 CN1929
 CN1929.The dynamic height is computed by dividing the NAVD 88
 CN1929.geopotential number by the normal gravity value computed on the
 CN1929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1929.degrees latitude (g = 980.6199 gals.).
 CN1929
 CN1929.The modeled gravity was interpolated from observed gravity values.
 CN1929
 CN1929;                    North         East    Units  Estimated Accuracy
 CN1929;SPC AL W     -   262,390.      611,820.      MT  (+/- 180 meters Scaled)
 CN1929
 CN1929                          SUPERSEDED SURVEY CONTROL
 CN1929
 CN1929  NGVD 29 (??/??/92)   58.236  (m)          191.06   (f) ADJ UNCH    2 0
 CN1929
 CN1929.Superseded values are not recommended for survey control.
 CN1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1929.See file dsdata.txt to determine how the superseded data were derived.
 CN1929
 CN1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA647811(NAD 83)
 CN1929_MARKER: DZ = AZIMUTH MARK DISK
 CN1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1929_STAMPING: 191.063
 CN1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1929+STABILITY: SURFACE MOTION
 CN1929
 CN1929  HISTORY     - Date     Condition        Report By
 CN1929  HISTORY     - UNK      MONUMENTED       ALGS
 CN1929  HISTORY     - 1954     GOOD             NGS
 CN1929
 CN1929                          STATION DESCRIPTION
 CN1929
 CN1929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CN1929'4.95 MI S FROM BROWN.
 CN1929'ABOUT 4.95 MILES SOUTH ALONG STATE HWY NO. 5 FROM ITS
 CN1929'CROSS-INTERSECTION WITH U. S. HWY. NO. 80 AT BROWN, 0.5 MILE SOUTH OF
 CN1929'A CROSSROADS, 32 FEET EAST OF THE CENTERLINE OF NO. 5 STATE HWY., 5
 CN1929'FEET EAST OF A 30-INCH THORN HEDGE TREE, 31 FEET WEST OF A FENCE
 CN1929'T-INTERSECTION, AND ON THE PROJECTED LINE OF THE E-W FENCE.  THE MARK
 CN1929'IS A STANDARD COAST SURVEY AND STATE SURVEY DISK SET IN THE TOP OF A
 CN1929'CONCRETE POST THAT PROJECTS 5 INCHES.  THE DISK IS STAMPED 191.063
 CN1929'WHICH IS THE ELEVATION IN FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0605 ***********************************************************************
 CN0605  DESIGNATION -  193 2
 CN0605  PID         -  CN0605
 CN0605  STATE/COUNTY-  AL/AUTAUGA
 CN0605  USGS QUAD   -  PRATTVILLE (1981)
 CN0605
 CN0605                         *CURRENT SURVEY CONTROL
 CN0605  ___________________________________________________________________
 CN0605* NAD 83(1986)-  32 28 12.     (N)    086 29 04.     (W)     SCALED    
 CN0605* NAVD 88     -        58.724  (meters)     192.66   (feet)  ADJUSTED  
 CN0605  ___________________________________________________________________
 CN0605  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CN0605  DYNAMIC HT  -          58.656 (meters)     192.44  (feet)  COMP
 CN0605  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 CN0605
 CN0605  VERT ORDER  -  SECOND    CLASS 0
 CN0605
 CN0605.The horizontal coordinates were scaled from a topographic map and have
 CN0605.an estimated accuracy of +/- 6 seconds.
 CN0605
 CN0605.The orthometric height was determined by differential leveling
 CN0605.and adjusted by the National Geodetic Survey in June 1991..
 CN0605
 CN0605.The geoid height was determined by GEOID03.
 CN0605
 CN0605.The dynamic height is computed by dividing the NAVD 88
 CN0605.geopotential number by the normal gravity value computed on the
 CN0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0605.degrees latitude (g = 980.6199 gals.).
 CN0605
 CN0605.The modeled gravity was interpolated from observed gravity values.
 CN0605
 CN0605;                    North         East    Units  Estimated Accuracy
 CN0605;SPC AL W     -   274,290.      695,470.      MT  (+/- 180 meters Scaled)
 CN0605
 CN0605                          SUPERSEDED SURVEY CONTROL
 CN0605
 CN0605  NGVD 29 (??/??/92)   58.704  (m)          192.60   (f) ADJ UNCH    2 0
 CN0605
 CN0605.Superseded values are not recommended for survey control.
 CN0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0605.See file dsdata.txt to determine how the superseded data were derived.
 CN0605
 CN0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA484926(NAD 83)
 CN0605_MARKER: DB = BENCH MARK DISK
 CN0605_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0605_SP_SET: WALL
 CN0605_STAMPING: NO. 193-2
 CN0605_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0605_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN0605+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 CN0605
 CN0605  HISTORY     - Date     Condition        Report By
 CN0605  HISTORY     - UNK      MONUMENTED       CGS
 CN0605  HISTORY     - 1934     GOOD             NGS
 CN0605  HISTORY     - 1943     GOOD             NGS
 CN0605  HISTORY     - 20020305 GOOD             ALHD
 CN0605
 CN0605                          STATION DESCRIPTION
 CN0605
 CN0605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CN0605'IN PRATTVILLE.
 CN0605'IS LOCATED IN THE WEST WALL OF THE AUTAUGA COUNTY COURT HOUSE AT
 CN0605'PRATTVILLE.  5 FT. NORTH OF CENTERLINE OF WEST ENTRANCE TO COURT
 CN0605'HOUSE.  6 INCHES ABOVE STEP BANNISTER.  BRONZE TABLET SET IN SIDE OF
 CN0605'WALL.
 CN0605
 CN0605                          STATION RECOVERY (1943)
 CN0605
 CN0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CN0605'RECOVERED IN GOOD CONDITION.
 CN0605
 CN0605                          STATION RECOVERY (2002)
 CN0605
 CN0605'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN0605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0781 ***********************************************************************
 CN0781  DESIGNATION -  193 4
 CN0781  PID         -  CN0781
 CN0781  STATE/COUNTY-  AL/AUTAUGA
 CN0781  USGS QUAD   -  OLD KINGSTON (1987)
 CN0781
 CN0781                         *CURRENT SURVEY CONTROL
 CN0781  ___________________________________________________________________
 CN0781* NAD 83(1986)-  32 30 02.     (N)    086 34 19.     (W)     SCALED    
 CN0781* NAVD 88     -        86.945  (meters)     285.25   (feet)  ADJUSTED  
 CN0781  ___________________________________________________________________
 CN0781  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CN0781  DYNAMIC HT  -          86.846 (meters)     284.93  (feet)  COMP
 CN0781  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 CN0781
 CN0781  VERT ORDER  -  SECOND    CLASS 0
 CN0781
 CN0781.The horizontal coordinates were scaled from a topographic map and have
 CN0781.an estimated accuracy of +/- 6 seconds.
 CN0781
 CN0781.The orthometric height was determined by differential leveling
 CN0781.and adjusted by the National Geodetic Survey in June 1991..
 CN0781
 CN0781.The geoid height was determined by GEOID03.
 CN0781
 CN0781.The dynamic height is computed by dividing the NAVD 88
 CN0781.geopotential number by the normal gravity value computed on the
 CN0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0781.degrees latitude (g = 980.6199 gals.).
 CN0781
 CN0781.The modeled gravity was interpolated from observed gravity values.
 CN0781
 CN0781;                    North         East    Units  Estimated Accuracy
 CN0781;SPC AL W     -   277,610.      687,210.      MT  (+/- 180 meters Scaled)
 CN0781
 CN0781                          SUPERSEDED SURVEY CONTROL
 CN0781
 CN0781  NGVD 29 (??/??/92)   86.920  (m)          285.17   (f) ADJ UNCH    2 0
 CN0781
 CN0781.Superseded values are not recommended for survey control.
 CN0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0781.See file dsdata.txt to determine how the superseded data were derived.
 CN0781
 CN0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA402960(NAD 83)
 CN0781_MARKER: DD = SURVEY DISK
 CN0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0781_STAMPING: 193-4
 CN0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0781+STABILITY: SURFACE MOTION
 CN0781
 CN0781  HISTORY     - Date     Condition        Report By
 CN0781  HISTORY     - UNK      MONUMENTED       ALGS
 CN0781  HISTORY     - 1949     GOOD             NGS
 CN0781  HISTORY     - 20020305 MARK NOT FOUND   ALHD
 CN0781
 CN0781                          STATION DESCRIPTION
 CN0781
 CN0781'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0781'IN BOOTH.
 CN0781'AT BOOTH, ALONG THE GULF, MOBILE AND OHIO RAILROAD, 133 1/2 FEET
 CN0781'WEST-NORTHWEST OF THE CENTER OF A ROAD CROSSING MAIN TRACK, 46 FEET
 CN0781'WEST-NORTHWEST OF THE WEST CORNER OF THE RAILROAD STATION, 87 1/2 FEET
 CN0781'SOUTHEAST OF A TELEPHONE POLE, 13 1/2 FEET NORTH-NORTHEAST OF THE NEAR
 CN0781'RAIL OF THE MAIN TRACK, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS
 CN0781'POST, 1 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CN0781'PROJECTING 6 INCHES.
 CN0781
 CN0781                          STATION RECOVERY (2002)
 CN0781
 CN0781'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1215 ***********************************************************************
 CN1215  DESIGNATION -  193 5
 CN1215  PID         -  CN1215
 CN1215  STATE/COUNTY-  AL/AUTAUGA
 CN1215  USGS QUAD   -  VIDA (1987)
 CN1215
 CN1215                         *CURRENT SURVEY CONTROL
 CN1215  ___________________________________________________________________
 CN1215* NAD 83(1986)-  32 33 45.     (N)    086 38 21.     (W)     SCALED    
 CN1215* NAVD 88     -       128.943  (meters)     423.04   (feet)  ADJUSTED  
 CN1215  ___________________________________________________________________
 CN1215  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CN1215  DYNAMIC HT  -         128.795 (meters)     422.55  (feet)  COMP
 CN1215  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 CN1215
 CN1215  VERT ORDER  -  SECOND    CLASS 0
 CN1215
 CN1215.The horizontal coordinates were scaled from a topographic map and have
 CN1215.an estimated accuracy of +/- 6 seconds.
 CN1215
 CN1215.The orthometric height was determined by differential leveling
 CN1215.and adjusted by the National Geodetic Survey in June 1991..
 CN1215.WARNING-Repeat measurements at this control monument indicate possible
 CN1215.vertical movement.
 CN1215
 CN1215.The geoid height was determined by GEOID03.
 CN1215
 CN1215.The dynamic height is computed by dividing the NAVD 88
 CN1215.geopotential number by the normal gravity value computed on the
 CN1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1215.degrees latitude (g = 980.6199 gals.).
 CN1215
 CN1215.The modeled gravity was interpolated from observed gravity values.
 CN1215
 CN1215;                    North         East    Units  Estimated Accuracy
 CN1215;SPC AL W     -   284,420.      680,840.      MT  (+/- 180 meters Scaled)
 CN1215
 CN1215                          SUPERSEDED SURVEY CONTROL
 CN1215
 CN1215  NGVD 29 (??/??/92)  128.903  (m)          422.91   (f) ADJ UNCH    2 0
 CN1215
 CN1215.Superseded values are not recommended for survey control.
 CN1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1215.See file dsdata.txt to determine how the superseded data were derived.
 CN1215
 CN1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB338028(NAD 83)
 CN1215_MARKER: DD = SURVEY DISK
 CN1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1215_STAMPING: 193-5
 CN1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1215+STABILITY: SURFACE MOTION
 CN1215
 CN1215  HISTORY     - Date     Condition        Report By
 CN1215  HISTORY     - UNK      MONUMENTED       ALGS
 CN1215  HISTORY     - 1949     GOOD             NGS
 CN1215
 CN1215                          STATION DESCRIPTION
 CN1215
 CN1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1215'IN JOFFRE.
 CN1215'AT JOFFRE, ALONG THE GULF, MOBILE AND OHIO RAILROAD, 143 FEET
 CN1215'WEST-NORTHWEST OF THE CENTER OF THE MAIN TRACK AT CENTER OF A GRAVEL
 CN1215'ROAD CROSSING, 94 FEET WEST OF THE STATION SIGN, 46 FEET NORTH AND
 CN1215'ACROSS THE MAIN TRACK FROM THE SOUTH END OF A 24-INCH PIPE CULVERT
 CN1215'UNDER TRACK, 27 FEET NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 18 1/2
 CN1215'FEET SOUTH OF THE SOUTH RAIL OF A SWITCH TRACK, 1 FOOT BELOW THE MAIN
 CN1215'TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH GROUND. NOTE--
 CN1215'MARK APPEARS TO BE IN GOOD CONDITION BUT TRUCKS HAVE BEEN DRIVING OVER
 CN1215'MARK IN LOADING AND UNLOADING LUMBER ON TO SWITCH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1211 ***********************************************************************
 CN1211  DESIGNATION -  193 6
 CN1211  PID         -  CN1211
 CN1211  STATE/COUNTY-  AL/AUTAUGA
 CN1211  USGS QUAD   -  VIDA (1987)
 CN1211
 CN1211                         *CURRENT SURVEY CONTROL
 CN1211  ___________________________________________________________________
 CN1211* NAD 83(1986)-  32 36 34.     (N)    086 40 25.     (W)     SCALED    
 CN1211* NAVD 88     -        89.262  (meters)     292.85   (feet)  ADJUSTED  
 CN1211  ___________________________________________________________________
 CN1211  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CN1211  DYNAMIC HT  -          89.160 (meters)     292.52  (feet)  COMP
 CN1211  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 CN1211
 CN1211  VERT ORDER  -  SECOND    CLASS 0
 CN1211
 CN1211.The horizontal coordinates were scaled from a topographic map and have
 CN1211.an estimated accuracy of +/- 6 seconds.
 CN1211
 CN1211.The orthometric height was determined by differential leveling
 CN1211.and adjusted by the National Geodetic Survey in June 1991..
 CN1211.WARNING-Repeat measurements at this control monument indicate possible
 CN1211.vertical movement.
 CN1211
 CN1211.The geoid height was determined by GEOID03.
 CN1211
 CN1211.The dynamic height is computed by dividing the NAVD 88
 CN1211.geopotential number by the normal gravity value computed on the
 CN1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1211.degrees latitude (g = 980.6199 gals.).
 CN1211
 CN1211.The modeled gravity was interpolated from observed gravity values.
 CN1211
 CN1211;                    North         East    Units  Estimated Accuracy
 CN1211;SPC AL W     -   289,600.      677,560.      MT  (+/- 180 meters Scaled)
 CN1211
 CN1211                          SUPERSEDED SURVEY CONTROL
 CN1211
 CN1211  NGVD 29 (??/??/92)   89.232  (m)          292.76   (f) ADJ UNCH    2 0
 CN1211
 CN1211.Superseded values are not recommended for survey control.
 CN1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1211.See file dsdata.txt to determine how the superseded data were derived.
 CN1211
 CN1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB306080(NAD 83)
 CN1211_MARKER: DB = BENCH MARK DISK
 CN1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1211_STAMPING: 193-6
 CN1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1211+STABILITY: SURFACE MOTION
 CN1211
 CN1211  HISTORY     - Date     Condition        Report By
 CN1211  HISTORY     - UNK      MONUMENTED       CGS
 CN1211  HISTORY     - 1934     GOOD             NGS
 CN1211  HISTORY     - 1943     GOOD             NGS
 CN1211  HISTORY     - 1979     MARK NOT FOUND   LOCENG
 CN1211
 CN1211                          STATION DESCRIPTION
 CN1211
 CN1211'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CN1211'IN VIDA.
 CN1211'IS LOCATED 83.3 FT. SOUTHEAST OF THE SOUTHEAST CORNER OF THE VIDA
 CN1211'RAILWAY STATION.  100 FT. SOUTH OF CENTERLINE OF A ROAD CROSSING
 CN1211'TRACKS.  51.7 FT. EAST OF EAST RAIL OF TRACK.  STANDARD TABLET SET IN
 CN1211'TOP OF A CONCRETE POST 3 IN. HIGH.
 CN1211
 CN1211                          STATION RECOVERY (1943)
 CN1211
 CN1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CN1211'RECOVERED IN GOOD CONDITION.
 CN1211
 CN1211                          STATION RECOVERY (1979)
 CN1211
 CN1211'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 CN1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1205 ***********************************************************************
 CN1205  DESIGNATION -  193 7
 CN1205  PID         -  CN1205
 CN1205  STATE/COUNTY-  AL/AUTAUGA
 CN1205  USGS QUAD   -  BILLINGSLEY (1984)
 CN1205
 CN1205                         *CURRENT SURVEY CONTROL
 CN1205  ___________________________________________________________________
 CN1205* NAD 83(1986)-  32 39 38.     (N)    086 43 01.     (W)     SCALED    
 CN1205* NAVD 88     -       114.510  (meters)     375.69   (feet)  ADJUSTED  
 CN1205  ___________________________________________________________________
 CN1205  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CN1205  DYNAMIC HT  -         114.379 (meters)     375.26  (feet)  COMP
 CN1205  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CN1205
 CN1205  VERT ORDER  -  SECOND    CLASS 0
 CN1205
 CN1205.The horizontal coordinates were scaled from a topographic map and have
 CN1205.an estimated accuracy of +/- 6 seconds.
 CN1205
 CN1205.The orthometric height was determined by differential leveling
 CN1205.and adjusted by the National Geodetic Survey in June 1991..
 CN1205
 CN1205.The geoid height was determined by GEOID03.
 CN1205
 CN1205.The dynamic height is computed by dividing the NAVD 88
 CN1205.geopotential number by the normal gravity value computed on the
 CN1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1205.degrees latitude (g = 980.6199 gals.).
 CN1205
 CN1205.The modeled gravity was interpolated from observed gravity values.
 CN1205
 CN1205;                    North         East    Units  Estimated Accuracy
 CN1205;SPC AL W     -   295,240.      673,450.      MT  (+/- 180 meters Scaled)
 CN1205
 CN1205                          SUPERSEDED SURVEY CONTROL
 CN1205
 CN1205  NGVD 29 (??/??/92)  114.490  (m)          375.62   (f) ADJ UNCH    2 0
 CN1205
 CN1205.Superseded values are not recommended for survey control.
 CN1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1205.See file dsdata.txt to determine how the superseded data were derived.
 CN1205
 CN1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB265136(NAD 83)
 CN1205_MARKER: DD = SURVEY DISK
 CN1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1205_STAMPING: 193-7
 CN1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1205+STABILITY: SURFACE MOTION
 CN1205
 CN1205  HISTORY     - Date     Condition        Report By
 CN1205  HISTORY     - UNK      MONUMENTED       ALGS
 CN1205  HISTORY     - 1949     GOOD             NGS
 CN1205
 CN1205                          STATION DESCRIPTION
 CN1205
 CN1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1205'IN BILLINGSLEY.
 CN1205'AT BILLINGSLEY, AT THE GULF, MOBILE AND OHIO RAILROAD STATION, 9.5
 CN1205'FEET SOUTHWEST OF THE NORTH CORNER OF THE STATION, 1 FOOT NORTHEAST OF
 CN1205'THE NORTHEAST WINDOW OF THE TELEGRAPH OFFICE, 12.5 FEET SOUTHEAST OF
 CN1205'THE SOUTHEAST RAIL OF THE MAIN TRACK AND SET IN THE TOP OF A CONCRETE
 CN1205'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1206 ***********************************************************************
 CN1206  DESIGNATION -  193 7 RESET
 CN1206  PID         -  CN1206
 CN1206  STATE/COUNTY-  AL/AUTAUGA
 CN1206  USGS QUAD   -  BILLINGSLEY (1984)
 CN1206
 CN1206                         *CURRENT SURVEY CONTROL
 CN1206  ___________________________________________________________________
 CN1206* NAD 83(1986)-  32 39 38.     (N)    086 43 01.     (W)     SCALED    
 CN1206* NAVD 88     -       114.511  (meters)     375.69   (feet)  ADJUSTED  
 CN1206  ___________________________________________________________________
 CN1206  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CN1206  DYNAMIC HT  -         114.380 (meters)     375.26  (feet)  COMP
 CN1206  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CN1206
 CN1206  VERT ORDER  -  SECOND    CLASS 0
 CN1206
 CN1206.The horizontal coordinates were scaled from a topographic map and have
 CN1206.an estimated accuracy of +/- 6 seconds.
 CN1206
 CN1206.The orthometric height was determined by differential leveling
 CN1206.and adjusted by the National Geodetic Survey in June 1991..
 CN1206
 CN1206.The geoid height was determined by GEOID03.
 CN1206
 CN1206.The dynamic height is computed by dividing the NAVD 88
 CN1206.geopotential number by the normal gravity value computed on the
 CN1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1206.degrees latitude (g = 980.6199 gals.).
 CN1206
 CN1206.The modeled gravity was interpolated from observed gravity values.
 CN1206
 CN1206;                    North         East    Units  Estimated Accuracy
 CN1206;SPC AL W     -   295,240.      673,450.      MT  (+/- 180 meters Scaled)
 CN1206
 CN1206                          SUPERSEDED SURVEY CONTROL
 CN1206
 CN1206  NGVD 29 (??/??/92)  114.490  (m)          375.62   (f) ADJ UNCH    2 0
 CN1206
 CN1206.Superseded values are not recommended for survey control.
 CN1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1206.See file dsdata.txt to determine how the superseded data were derived.
 CN1206
 CN1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB265136(NAD 83)
 CN1206_MARKER: DD = SURVEY DISK
 CN1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1206_STAMPING: 193-7
 CN1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1206+STABILITY: SURFACE MOTION
 CN1206
 CN1206  HISTORY     - Date     Condition        Report By
 CN1206  HISTORY     - UNK      MONUMENTED       ALGS
 CN1206  HISTORY     - 1943     GOOD             NGS
 CN1206
 CN1206                          STATION DESCRIPTION
 CN1206
 CN1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CN1206'IN BILLINGSLEY.
 CN1206'AT BILLINGSLEY, AUTAUGA COUNTY, AT THE GULF, MOBILE AND OHIO RAILROAD
 CN1206'STATION, IN THE NORTHWEST CORNER FORMED BY THE WEST FACE OF THE
 CN1206'STATION AND THE PROJECTION OF THE STATION AGENTS OFFICE, 2 FEET SOUTH
 CN1206'OF THE ENTRANCE TO THE WAITING ROOM, 1.5 FEET NORTH OF THE STATION
 CN1206'AGENTS OFFICE WINDOW FACING NORTH, AND DIRECTLY BELOW THE WINDOW.  A
 CN1206'STATE SURVEY STANDARD DISK, STAMPED 193-7 AND SET IN THE TOP OF A
 CN1206'CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0009 ***********************************************************************
 BH0009  DESIGNATION -  198
 BH0009  PID         -  BH0009
 BH0009  STATE/COUNTY-  AL/MOBILE
 BH0009  USGS QUAD   -  CHUNCHULA (1985)
 BH0009
 BH0009                         *CURRENT SURVEY CONTROL
 BH0009  ___________________________________________________________________
 BH0009* NAD 83(1986)-  30 55 07.     (N)    088 11 54.     (W)     SCALED    
 BH0009* NAVD 88     -        33.058  (meters)     108.46   (feet)  ADJUSTED  
 BH0009  ___________________________________________________________________
 BH0009  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH0009  DYNAMIC HT  -          33.015 (meters)     108.32  (feet)  COMP
 BH0009  MODELED GRAV-     979,359.6   (mgal)                       NAVD 88
 BH0009
 BH0009  VERT ORDER  -  FIRST     CLASS II
 BH0009
 BH0009.The horizontal coordinates were scaled from a topographic map and have
 BH0009.an estimated accuracy of +/- 6 seconds.
 BH0009
 BH0009.The orthometric height was determined by differential leveling
 BH0009.and adjusted by the National Geodetic Survey in June 1991..
 BH0009
 BH0009.The geoid height was determined by GEOID03.
 BH0009
 BH0009.The dynamic height is computed by dividing the NAVD 88
 BH0009.geopotential number by the normal gravity value computed on the
 BH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0009.degrees latitude (g = 980.6199 gals.).
 BH0009
 BH0009.The modeled gravity was interpolated from observed gravity values.
 BH0009
 BH0009;                    North         East    Units  Estimated Accuracy
 BH0009;SPC AL W     -   102,040.      533,250.      MT  (+/- 180 meters Scaled)
 BH0009
 BH0009                          SUPERSEDED SURVEY CONTROL
 BH0009
 BH0009  NGVD 29 (??/??/??)   33.019  (m)          108.33   (f) ADJUSTED    1 2
 BH0009
 BH0009.Superseded values are not recommended for survey control.
 BH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0009.See file dsdata.txt to determine how the superseded data were derived.
 BH0009
 BH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV854211(NAD 83)
 BH0009_MARKER: DD = SURVEY DISK
 BH0009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0009_STAMPING: 198
 BH0009_PROJECTION: PROJECTING 3 CENTIMETERS
 BH0009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0009+STABILITY: SURFACE MOTION
 BH0009
 BH0009  HISTORY     - Date     Condition        Report By
 BH0009  HISTORY     - UNK      MONUMENTED       ALGS
 BH0009  HISTORY     - 1940     GOOD             CGS
 BH0009  HISTORY     - 1980     GOOD             NGS
 BH0009
 BH0009                          STATION DESCRIPTION
 BH0009
 BH0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BH0009'0.2 MI S FROM CHUNCHULA.
 BH0009'ABOUT 0.2 MILES SOUTH OF CHUNCHULA ALONG U. S. HIGHWAY NO. 45, FROM
 BH0009'JUNCTION OF THE GEORGETOWN ROAD AND U. S. HIGHWAY NO. 45 AT CHUNCHULA,
 BH0009'GO SOUTH ON HIGHWAY NO. 45, 0.2 MILE TO MONUMENT LOCATED 50 FEET EAST
 BH0009'OF CENTER-LINE OF HIGHWAY, AT SOUTH END OF A LONG NARROW FENCED
 BH0009'GARDEN.  MARK IS A STANDARD BRONZE DISK SET IN A 10-INCH ROUND
 BH0009'CONCRETE POST 0.5 FOOT ABOVE THE GROUND.
 BH0009
 BH0009                          STATION RECOVERY (1980)
 BH0009
 BH0009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BH0009'0.32 KILOMETERS (0.20 MILE) SOUTH ALONG U.S. HIGHWAY 45 FROM THE
 BH0009'JUNCTION OF GEORGETOWN ROAD IN CHUNCHULA, AT THE JUNCTION OF A DIM
 BH0009'TRAIL ROAD LEADING EAST, NORTHEAST AND ACROSS THE HIGHWAY FROM A
 BH0009'FRAME HOUSE, 15.2 METERS (50 FEET) EAST OF THE CENTER LINE OF THE
 BH0009'HIGHWAY, 4.6 METERS (15 FEET) NORTHEAST OF THE EAST END OF THE NORTH
 BH0009'CONCRETE HEADWALL FOR A CULVERT UNDER THE TRAIL ROAD, 4 METERS (13
 BH0009'FEET) NORTH OF THE CENTER OF THE TRAIL ROAD, 2.1 METERS (7 FEET) EAST
 BH0009'OF THE CENTER OF A 40-INCH OAK TREE, 0.8 METER (2.5 FEET) SOUTH OF A
 BH0009'WIRE FENCE LINE.
 BH0009'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 BH0009'THE MARK IS 0.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0642 ***********************************************************************
 CN0642  DESIGNATION -  198.347
 CN0642  PID         -  CN0642
 CN0642  STATE/COUNTY-  AL/MONTGOMERY
 CN0642  USGS QUAD   -  CANTELOUS (1981)
 CN0642
 CN0642                         *CURRENT SURVEY CONTROL
 CN0642  ___________________________________________________________________
 CN0642* NAD 83(1986)-  32 18 16.     (N)    086 23 22.     (W)     SCALED    
 CN0642* NAVD 88     -        60.494  (meters)     198.47   (feet)  ADJUSTED  
 CN0642  ___________________________________________________________________
 CN0642  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CN0642  DYNAMIC HT  -          60.425 (meters)     198.24  (feet)  COMP
 CN0642  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CN0642
 CN0642  VERT ORDER  -  SECOND    CLASS 0
 CN0642
 CN0642.This mark is at Dannelly Field Airport (MGM)
 CN0642
 CN0642.The horizontal coordinates were scaled from a topographic map and have
 CN0642.an estimated accuracy of +/- 6 seconds.
 CN0642
 CN0642.The orthometric height was determined by differential leveling
 CN0642.and adjusted by the National Geodetic Survey in June 1991..
 CN0642
 CN0642.The geoid height was determined by GEOID03.
 CN0642
 CN0642.The dynamic height is computed by dividing the NAVD 88
 CN0642.geopotential number by the normal gravity value computed on the
 CN0642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0642.degrees latitude (g = 980.6199 gals.).
 CN0642
 CN0642.The modeled gravity was interpolated from observed gravity values.
 CN0642
 CN0642;                    North         East    Units  Estimated Accuracy
 CN0642;SPC AL E     -   200,200.      147,630.      MT  (+/- 180 meters Scaled)
 CN0642
 CN0642                          SUPERSEDED SURVEY CONTROL
 CN0642
 CN0642  NGVD 29 (??/??/92)   60.471  (m)          198.40   (f) ADJ UNCH    2 0
 CN0642
 CN0642.Superseded values are not recommended for survey control.
 CN0642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0642.See file dsdata.txt to determine how the superseded data were derived.
 CN0642
 CN0642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA574743(NAD 83)
 CN0642_MARKER: X = CHISELED CROSS
 CN0642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0642_SP_SET: SIDEWALK
 CN0642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0642
 CN0642  HISTORY     - Date     Condition        Report By
 CN0642  HISTORY     - UNK      MONUMENTED       USWB
 CN0642  HISTORY     - 1945     GOOD             NGS
 CN0642  HISTORY     - 1954     GOOD             NGS
 CN0642
 CN0642                          STATION DESCRIPTION
 CN0642
 CN0642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CN0642'8.9 MI SW FROM MONTGOMERY.
 CN0642'8.9 MILES SOUTHWEST OF MONTGOMERY, AT DANNELLY FIELD, AT THE SOUTHWEST
 CN0642'CORNER OF BRICK CHIMNEY OF OPERATIONS AND ADMINISTRATION BUILDING, 4.5
 CN0642'FEET SOUTH OF THE NORTH EDGE OF SIDEWALK, 1.4 FEET NORTH OF BUILDING,
 CN0642'0.9 FEET EAST OF CHIMNEY.  A CHISELED CROSS IN THE SIDEWALK.
 CN0642
 CN0642                          STATION RECOVERY (1954)
 CN0642
 CN0642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1954
 CN0642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8447 ***********************************************************************
 DF8447  SACS        -  This is a Secondary Airport Control Station.
 DF8447  DESIGNATION -  1A9 A
 DF8447  PID         -  DF8447
 DF8447  STATE/COUNTY-  AL/AUTAUGA
 DF8447  USGS QUAD   -  FORESTER (1981)
 DF8447
 DF8447                         *CURRENT SURVEY CONTROL
 DF8447  ___________________________________________________________________
 DF8447* NAD 83(1992)-  32 26 17.11881(N)    086 31 16.02922(W)     ADJUSTED  
 DF8447* NAVD 88     -        67.08   (meters)     220.1    (feet)  GPS OBS   
 DF8447  ___________________________________________________________________
 DF8447  X           -     326,958.758 (meters)                     COMP
 DF8447  Y           -  -5,378,261.357 (meters)                     COMP
 DF8447  Z           -   3,401,551.706 (meters)                     COMP
 DF8447  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DF8447  ELLIP HEIGHT-          39.11  (meters)          (10/09/03) GPS OBS
 DF8447  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DF8447
 DF8447  HORZ ORDER  -  FIRST
 DF8447  ELLP ORDER  -  FOURTH    CLASS I
 DF8447
 DF8447.This mark is at Auauga County Airport (1A9)
 DF8447
 DF8447.The horizontal coordinates were established by GPS observations
 DF8447.and adjusted by the National Geodetic Survey in October 2003..
 DF8447
 DF8447.The orthometric height was determined by GPS observations and a
 DF8447.high-resolution geoid model.
 DF8447
 DF8447.GPS derived orthometric heights for airport stations designated as
 DF8447.PACS or SACS are published to 2 decimal places.  This maintains
 DF8447.centimeter relative accuracy between the PACS and SACS.  It does
 DF8447.not indicate centimeter accuracy relative to other marks which are
 DF8447.part of the NAVD 88 network.
 DF8447
 DF8447.Photographs are available for this station.
 DF8447
 DF8447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8447
 DF8447.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8447
 DF8447.The ellipsoidal height was determined by GPS observations
 DF8447.and is referenced to NAD 83.
 DF8447
 DF8447.The geoid height was determined by GEOID03.
 DF8447
 DF8447;                    North         East     Units Scale Factor Converg.
 DF8447;SPC AL W     -   270,722.744   692,050.794   MT  1.00003779   +0 31 30.3
 DF8447;UTM  16      - 3,589,097.097   545,016.680   MT  0.99962499   +0 15 24.7
 DF8447
 DF8447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8447!SPC AL W     -   0.99999386  x   1.00003779  =   1.00003165
 DF8447!UTM  16      -   0.99999386  x   0.99962499  =   0.99961885
 DF8447
 DF8447                          SUPERSEDED SURVEY CONTROL
 DF8447
 DF8447.No superseded survey control is available for this station.
 DF8447
 DF8447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4501789097(NAD 83)
 DF8447_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8447_STAMPING: 1A9 A 2003
 DF8447_MARK LOGO: NGS   
 DF8447_PROJECTION: FLUSH
 DF8447_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8447+STABILITY: SURFACE MOTION
 DF8447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8447+SATELLITE: SATELLITE OBSERVATIONS - May 31, 2003
 DF8447
 DF8447  HISTORY     - Date     Condition        Report By
 DF8447  HISTORY     - 20030531 MONUMENTED       NGS
 DF8447
 DF8447                          STATION DESCRIPTION
 DF8447
 DF8447'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (RGH)
 DF8447'THE STATION IS LOCATED ABOUT 7.88 KM WEST OF PRATTVILLE AT THE
 DF8447'PRATTVILLE AIRPORT.  NEAR
 DF8447'THE WEST END OF THE GRASS MEDIAN BETWEEN THE RUNWAY AND PARALLEL
 DF8447'TAXIWAY SOUTHEAST
 DF8447'OF THE NEW RUNWAY END 9 AND JUST EAST OF AND IN LINE WITH THE HOLD BAR
 DF8447'FOR END 9.
 DF8447' 
 DF8447'NOTE -- THE DATUM POINT IS A PUNCH MARK IN THE CENTER OF A SMALL
 DF8447'TRIANGLE CAST IN THE TOP
 DF8447'CENTER OF A STANDARD BRASS NGS HORIZONTAL CONTROL DISK SET IN TOP OF A
 DF8447'12 INCH ROUND
 DF8447'CONCRETE POST.
 DF8447' 
 DF8447'OWNERSHIP -- PRATTVILLE AIRPORT AUTHORITY, PRATTVILLE, AL.
 DF8447' 
 DF8447'HEAD OF PRATTVILLE AIRPORT AUTHORITY IS MR. STEVE CONYERS.
 DF8447' 
 DF8447'AIRPORT F.B.O. IS MR. RAY HILL,  PHONE 334 365 2189
 DF8447' 
 DF8447'AIRPORT ADDRESS,   PRATTVILLE AIRPORT, 161 GROUBY AIRPORT ROAD.
 DF8447'PRATTVILLE, AL.  36067
 DF8447' 
 DF8447'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DF8447'HIGHWAY 14 NEAR
 DF8447'THE SOUTHWEST SIDE OF PRATTVILLE, GO WEST FOR 3.4 KM ON HIGHWAY 14 TO
 DF8447'A PAVED ROAD
 DF8447'RIGHT JUST EAST OF THE JUNCTION OF COUNTY ROAD 29 LEADING SOUTH ON THE
 DF8447'LEFT. TURN
 DF8447'RIGHT, NORTH, FOR 0.6 KM ON THE AIRPORT ENTRANCE ROAD TO A GATE.
 DF8447'CONTINUE AHEAD FOR
 DF8447'0.1 KM TO A SECOND GATE AND THE AIRPORT TERMINAL AND OFFICE ON THE
 DF8447'RIGHT.  PASS
 DF8447'THROUGH THE GATE, NORTH, FOR ABOUT 0.1 KM ACROSS APRON TO THE PARALLEL
 DF8447'TAXIWAY.
 DF8447'TURN LEFT, WEST, FOR ABOUT 1.2 KM ON THE PARALLEL TAXIWAY TO THE
 DF8447'STATION ON THE RIGHT,
 DF8447'JUST BEFORE THE END TAXIWAY.
 DF8447' 
 DF8447'STATION IS 61.3 M SOUTH OF THE RUNWAY CENTER, 30.7 M NORTH OF THE
 DF8447'EXTENDED PARALLEL
 DF8447'TAXIWAY CENTERLINE, 29.6 M EAST OF THE END TAXIWAY CENTERLINE, AND IN
 DF8447'LINE WITH THE
 DF8447'SOUTH 1 OF 2 SOLID PAINTED HOLD BAR LINES.  THE MONUMENT IS ABOUT 0.5
 DF8447'M BELOW THE
 DF8447'END TAXIWAY LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R. G. HAYES
 DF8447' 
 DF8447'NOTE -- THIS STATION IS A SECONDARY AIRPORT CONTROL STATION (SACS).
 DF8447' 
 DF8447'NOTE -- THIS AIRPORT IS NOW OWNED BY THE CITY OF PRATTVILLE,
 DF8447'PRATTVILLE AIRPORT
 DF8447'AUTHORITY.  THE NAME IS NOW PRATTVILLE AIRPORT.
 DF8447' 
 DF8447' 
 DF8447' 
 DF8447' 
 DF8447'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2107 ***********************************************************************
 BU2107  DESIGNATION -  2 1
 BU2107  PID         -  BU2107
 BU2107  STATE/COUNTY-  AL/BALDWIN
 BU2107  USGS QUAD   -  BLACKSHER (1983)
 BU2107
 BU2107                         *CURRENT SURVEY CONTROL
 BU2107  ___________________________________________________________________
 BU2107* NAD 83(1992)-  31 13 38.14507(N)    087 41 26.65498(W)     ADJUSTED  
 BU2107* NAVD 88     -        66.7    (meters)     219.     (feet)  VERTCON   
 BU2107  ___________________________________________________________________
 BU2107  X           -     219,961.406 (meters)                     COMP
 BU2107  Y           -  -5,454,570.570 (meters)                     COMP
 BU2107  Z           -   3,287,485.626 (meters)                     COMP
 BU2107  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BU2107  ELLIP HEIGHT-          38.44  (meters)          (07/29/02) GPS OBS
 BU2107  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BU2107
 BU2107  HORZ ORDER  -  FIRST
 BU2107  ELLP ORDER  -  FOURTH    CLASS I
 BU2107
 BU2107.The horizontal coordinates were established by GPS observations
 BU2107.and adjusted by the National Geodetic Survey in December 1992..
 BU2107
 BU2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2107
 BU2107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2107
 BU2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2107
 BU2107.The ellipsoidal height was determined by GPS observations
 BU2107.and is referenced to NAD 83.
 BU2107
 BU2107.The geoid height was determined by GEOID03.
 BU2107
 BU2107;                    North         East     Units Scale Factor Converg.
 BU2107;SPC AL W     -   136,064.454   581,828.296   MT  0.99993740   -0 05 56.0
 BU2107;UTM  16      - 3,454,994.362   434,214.174   MT  0.99965338   -0 21 29.2
 BU2107
 BU2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2107!SPC AL W     -   0.99999396  x   0.99993740  =   0.99993136
 BU2107!UTM  16      -   0.99999396  x   0.99965338  =   0.99964735
 BU2107
 BU2107                          SUPERSEDED SURVEY CONTROL
 BU2107
 BU2107  ELLIP H (12/04/92)   38.52   (m)                       GP(       ) 4 1
 BU2107  NAD 83(1992)-  31 13 38.16390(N)    087 41 26.65866(W) AD(       ) 1
 BU2107  NGVD 29 (12/04/92)   66.7    (m)          219.     (f) GPS OBS        
 BU2107
 BU2107.Superseded values are not recommended for survey control.
 BU2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2107.See file dsdata.txt to determine how the superseded data were derived.
 BU2107
 BU2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3421454994(NAD 83)
 BU2107_MARKER: DD = SURVEY DISK
 BU2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2107_SP_SET: CONCRETE POST
 BU2107_STAMPING: 2-1 1991
 BU2107_MARK LOGO: ALHD  
 BU2107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2107+STABILITY: SURFACE MOTION
 BU2107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2107+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2107
 BU2107  HISTORY     - Date     Condition        Report By
 BU2107  HISTORY     - 1991     MONUMENTED       ALHD
 BU2107
 BU2107                          STATION DESCRIPTION
 BU2107
 BU2107'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2107'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE PROPERTY OWNED BY
 BU2107'INTERNATIONAL PAPER CORPORATION, ABOUT 15.60 MI (25.11 KM)
 BU2107'NORTH-NORTHWEST OF PERDIDO AND ABOUT 18.70 MI (30.09 KM)
 BU2107'NORTH-NORTHEAST OF STOCKTON.
 BU2107'TO REACH THE STATION FROM THE BALDWIN-MONROE COUNTY LINE ON ALA. 59
 BU2107'(MILE POST 81.60 ON ALA. 59) DRIVE SOUTH ON ALA. 59 4.45 MI
 BU2107'(7.16 KM) TO MILE POST 77.15 AND A GRAVEL ROAD ON THE LEFT (EARLE
 BU2107'ROAD) AT A ORANGE ROAD SIGN, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 BU2107'SOUTHEAST 1.65 MI (2.66 KM) TO A GRAVEL ROAD AND DRIVE NORTHEAST 0.05
 BU2107'MI (0.08 KM) TO A LOCKED GATE (INTERNATIONAL PAPER CO. EARLE PASTURE
 BU2107'KEY FITS THIS LOCK), PASS THROUGH THE GATE AND DRIVE NORTHEAST 0.20
 BU2107'MI (0.32 KM) TO THE STATION ON THE RIGHT.
 BU2107'THE STATION IS 139.0 FT (42.4 M) NORTHEAST OF THE CENTER OF THE GRAVEL
 BU2107'ROAD,2.0 FTWEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BU2107'WITH THE GROUND.
 BU2107'TRIANGULATION STATION EARLE 1938 1982 MAY BE USED AS AN AZIMUTH FOR
 BU2107'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5004 ***********************************************************************
 BG5004  DESIGNATION -  2 10
 BG5004  PID         -  BG5004
 BG5004  STATE/COUNTY-  AL/BALDWIN
 BG5004  USGS QUAD   -  BARRINEAU PARK (1994)
 BG5004
 BG5004                         *CURRENT SURVEY CONTROL
 BG5004  ___________________________________________________________________
 BG5004* NAD 83(1992)-  30 37 33.56858(N)    087 25 55.76810(W)     ADJUSTED  
 BG5004* NAVD 88     -        35.2    (meters)     115.     (feet)  VERTCON   
 BG5004  ___________________________________________________________________
 BG5004  X           -     246,109.665 (meters)                     COMP
 BG5004  Y           -  -5,487,721.482 (meters)                     COMP
 BG5004  Z           -   3,230,285.434 (meters)                     COMP
 BG5004  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 BG5004  ELLIP HEIGHT-           7.39  (meters)          (07/29/02) GPS OBS
 BG5004  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BG5004
 BG5004  HORZ ORDER  -  FIRST
 BG5004  ELLP ORDER  -  FOURTH    CLASS I
 BG5004
 BG5004.The horizontal coordinates were established by GPS observations
 BG5004.and adjusted by the National Geodetic Survey in December 1992..
 BG5004
 BG5004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5004
 BG5004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5004
 BG5004.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5004
 BG5004.The ellipsoidal height was determined by GPS observations
 BG5004.and is referenced to NAD 83.
 BG5004
 BG5004.The geoid height was determined by GEOID03.
 BG5004
 BG5004;                    North         East     Units Scale Factor Converg.
 BG5004;SPC AL W     -    69,393.313   606,503.935   MT  0.99993385   +0 02 04.4
 BG5004;SPC FL N     -   183,854.719   318,915.967   MT  0.99998037   -1 28 24.5
 BG5004;SPC FL N     -   603,196.69  1,046,310.14   sFT  0.99998037   -1 28 24.5
 BG5004;UTM  16      - 3,388,233.143   458,583.267   MT  0.99962116   -0 13 12.6
 BG5004
 BG5004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5004!SPC AL W     -   0.99999884  x   0.99993385  =   0.99993269
 BG5004!SPC FL N     -   0.99999884  x   0.99998037  =   0.99997921
 BG5004!UTM  16      -   0.99999884  x   0.99962116  =   0.99962000
 BG5004
 BG5004:                Primary Azimuth Mark                     Grid Az
 BG5004:SPC AL W     -  2 9                                      132 09 11.4
 BG5004:SPC FL N     -  2 9                                      133 39 40.3
 BG5004:UTM  16      -  2 9                                      132 24 28.4
 BG5004
 BG5004|---------------------------------------------------------------------|
 BG5004| PID    Reference Object                     Distance      Geod. Az  |
 BG5004|                                                           dddmmss.s |
 BG5004| BG5003 2 9                                 411.242 METERS 1321115.8 |
 BG5004|---------------------------------------------------------------------|
 BG5004
 BG5004                          SUPERSEDED SURVEY CONTROL
 BG5004
 BG5004  ELLIP H (12/04/92)    7.48   (m)                       GP(       ) 4 1
 BG5004  NAD 83(1992)-  30 37 33.58485(N)    087 25 55.77104(W) AD(       ) 1
 BG5004  NGVD 29 (12/04/92)   35.2    (m)          115.     (f) GPS OBS        
 BG5004
 BG5004.Superseded values are not recommended for survey control.
 BG5004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5004.See file dsdata.txt to determine how the superseded data were derived.
 BG5004
 BG5004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5858388233(NAD 83)
 BG5004_MARKER: DD = SURVEY DISK
 BG5004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5004_SP_SET: CONCRETE POST
 BG5004_STAMPING: 2-10 1991
 BG5004_MARK LOGO: ALHD  
 BG5004_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG5004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5004+STABILITY: SURFACE MOTION
 BG5004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5004+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG5004
 BG5004  HISTORY     - Date     Condition        Report By
 BG5004  HISTORY     - 1991     MONUMENTED       ALHD
 BG5004  HISTORY     - 19970211 GOOD             BDE
 BG5004
 BG5004                          STATION DESCRIPTION
 BG5004
 BG5004'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5004'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE SOUTHWEST RIGHT OF WAY
 BG5004'OF ALA 112, ABOUT 14.70 MI (23.66 KM) NORTH OF LILLIAN AND ABOUT
 BG5004'26.85 MI (43.21 KM) SOUTHEAST OF BAY MINETTE.
 BG5004'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 112 (MILE
 BG5004'POST 22.55 ON U.S. 31 AND MILE POST 30.30 ON ALA 112) ON THE EAST
 BG5004'SIDE OF BAY MINETTE, DRIVE SOUTHEAST ON ALA 112 FOR 27.90 MI
 BG5004'(44.90 KM) TO MILE POST 2.40 AND THE STATION ON THE RIGHT.
 BG5004'THE STATION IS 3.5 FT (1.1 M) SOUTHWEST OF THE CREST OF A FOUR FOOT
 BG5004'BACKSLOPE, 18.9 FT (5.8 M) WEST OF A TRANSFORMER POWER POLE, 26.8 FT
 BG5004'(8.2 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. LP 7, 29.1 FT
 BG5004'(8.9 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO SS, 44.3 FT
 BG5004'(13.5 M) SOUTHWEST OF THE CENTERLINE OF ALA 112, 1.8 FT (0.5 M)
 BG5004'NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BG5004'GROUND.
 BG5004'STATION 2-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5004
 BG5004                          STATION RECOVERY (1997)
 BG5004
 BG5004'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 BG5004'RECOVERED AS DESCRIBED.  REFERENCES--  NAIL AND REF.  PT.  LB.  0340
 BG5004'IN POWER POLE 6 FOOT (1.8 M) ABOVE GROUND ON A MAGNETIC AZIMUTH OF 350
 BG5004'DEGREES AT 21.5 FT (6.6 M) . NAIL AND REF.  PT.  LB.  0340 IN POWER
 BG5004'POLE 4 FOOT (1.2 M) ABOVE GROUND ON A MAGNETIC AZIMUTH OF 130 DEGREES
 BG5004'AT 336.7 FT (102.6 M) . UNDERGROUND TELE.  MARKER ON A MAGNETIC AZUMTH
 BG5004'OF 25 DEGREES AT 77.1 FT (23.5 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5005 ***********************************************************************
 BG5005  DESIGNATION -  2 11
 BG5005  PID         -  BG5005
 BG5005  STATE/COUNTY-  AL/BALDWIN
 BG5005  USGS QUAD   -  DAPHNE (1982)
 BG5005
 BG5005                         *CURRENT SURVEY CONTROL
 BG5005  ___________________________________________________________________
 BG5005* NAD 83(1992)-  30 35 59.91403(N)    087 53 54.55950(W)     ADJUSTED  
 BG5005* NAVD 88     -        45.4    (meters)     149.     (feet)  VERTCON   
 BG5005  ___________________________________________________________________
 BG5005  X           -     201,491.548 (meters)                     COMP
 BG5005  Y           -  -5,491,018.832 (meters)                     COMP
 BG5005  Z           -   3,227,808.219 (meters)                     COMP
 BG5005  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 BG5005  ELLIP HEIGHT-          17.08  (meters)          (07/29/02) GPS OBS
 BG5005  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BG5005
 BG5005  HORZ ORDER  -  FIRST
 BG5005  ELLP ORDER  -  FOURTH    CLASS I
 BG5005
 BG5005.The horizontal coordinates were established by GPS observations
 BG5005.and adjusted by the National Geodetic Survey in December 1992..
 BG5005
 BG5005.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5005
 BG5005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5005
 BG5005.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5005
 BG5005.The ellipsoidal height was determined by GPS observations
 BG5005.and is referenced to NAD 83.
 BG5005
 BG5005.The geoid height was determined by GEOID03.
 BG5005
 BG5005;                    North         East     Units Scale Factor Converg.
 BG5005;SPC AL W     -    66,575.074   561,787.087   MT  0.99995134   -0 12 10.3
 BG5005;UTM  16      - 3,385,614.410   413,867.141   MT  0.99969152   -0 27 26.6
 BG5005
 BG5005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5005!SPC AL W     -   0.99999732  x   0.99995134  =   0.99994866
 BG5005!UTM  16      -   0.99999732  x   0.99969152  =   0.99968884
 BG5005
 BG5005                          SUPERSEDED SURVEY CONTROL
 BG5005
 BG5005  ELLIP H (12/04/92)   17.16   (m)                       GP(       ) 4 1
 BG5005  NAD 83(1992)-  30 35 59.93534(N)    087 53 54.56343(W) AD(       ) 1
 BG5005  NGVD 29 (12/04/92)   45.4    (m)          149.     (f) GPS OBS        
 BG5005
 BG5005.Superseded values are not recommended for survey control.
 BG5005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5005.See file dsdata.txt to determine how the superseded data were derived.
 BG5005
 BG5005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1386785614(NAD 83)
 BG5005_MARKER: DD = SURVEY DISK
 BG5005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5005_SP_SET: CONCRETE POST
 BG5005_STAMPING: 2-11 1991
 BG5005_MARK LOGO: ALHD  
 BG5005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5005+STABILITY: SURFACE MOTION
 BG5005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5005+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG5005
 BG5005  HISTORY     - Date     Condition        Report By
 BG5005  HISTORY     - 1991     MONUMENTED       ALHD
 BG5005  HISTORY     - 20030410 GOOD             USPSQD
 BG5005  HISTORY     - 20040424 GOOD             USPSQD
 BG5005  HISTORY     - 20050720 GOOD             USPSQD
 BG5005
 BG5005                          STATION DESCRIPTION
 BG5005
 BG5005'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5005'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF
 BG5005'U.S. 98 IN DAPHNE.
 BG5005'TO REACH THE STATION FROM EXIT 35 ON I-10 (MILE POST 44.20 ON U.S. 98)
 BG5005'0.90 MI (1.45 KM) SOUTH OF SPANISH FORT, DRIVE SOUTH ON U.S. 98 FOR
 BG5005'3.70 MI (5.95 KM) TO MILE POST 47.90, A TRAFFIC LIGHT, AND BALDWIN
 BG5005'COUNTY ROAD NO. 64 LEFT AND RIGHT, CONTINUE SOUTH ON U.S. 98 FOR 0.20
 BG5005'MI (0.32 KM) TO MILE POST 48.10 AND THE STATION ON THE RIGHT.
 BG5005'THE STATION IS 38.6 FT (11.8 M) EAST OF THE CENTER OF A SERVICE ROAD,
 BG5005'51.5 FT (15.7 M) SOUTH-SOUTHEAST OF THE EAST LEG OF A JUBILEE MOTOR
 BG5005'COMPANY SIGN, 69.6 FT (21.2 M) EAST-NORTHEAST OF THE SOUTH ONE OF
 BG5005'THREE NIGHT LIGHT POLES, 71.9 FT (21.9 M) WEST OF THE CENTERLINE OF
 BG5005'THE EAST BOUND LANES OF U.S. 98, 87.0 FT (26.5 M) SOUTH OF A
 BG5005'TELEPHONE BURIED CABLE WARNING SIGN, 91.7 FT (28.0 M) SOUTH OF A FIRE
 BG5005'HYDRANT, 139.3 FT (42.5 M) NORTH OF AN INDURALL PAINTS SIGN POST,
 BG5005'162.5 FT (49.5 M) NORTH OF AN ALLSTATE JOYCE TURLEY 626-2500 SIGN
 BG5005'POST, 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BG5005'WITH THE GROUND.
 BG5005'STATION 2-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5005
 BG5005                          STATION RECOVERY (2003)
 BG5005
 BG5005'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5005'RECOVERED IN GOOD CONDITION.
 BG5005
 BG5005                          STATION RECOVERY (2004)
 BG5005
 BG5005'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5005'RECOVERED IN GOOD CONDITION.
 BG5005
 BG5005                          STATION RECOVERY (2005)
 BG5005
 BG5005'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG5005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5006 ***********************************************************************
 BG5006  DESIGNATION -  2 12
 BG5006  PID         -  BG5006
 BG5006  STATE/COUNTY-  AL/BALDWIN
 BG5006  USGS QUAD   -  DAPHNE (1982)
 BG5006
 BG5006                         *CURRENT SURVEY CONTROL
 BG5006  ___________________________________________________________________
 BG5006* NAD 83(1992)-  30 36 20.75059(N)    087 53 52.69453(W)     ADJUSTED  
 BG5006* NAVD 88     -        42.0    (meters)     138.     (feet)  VERTCON   
 BG5006  ___________________________________________________________________
 BG5006  X           -     201,529.106 (meters)                     COMP
 BG5006  Y           -  -5,490,687.625 (meters)                     COMP
 BG5006  Z           -   3,228,358.772 (meters)                     COMP
 BG5006  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 BG5006  ELLIP HEIGHT-          13.66  (meters)          (07/29/02) GPS OBS
 BG5006  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BG5006
 BG5006  HORZ ORDER  -  FIRST
 BG5006  ELLP ORDER  -  FOURTH    CLASS I
 BG5006
 BG5006.The horizontal coordinates were established by GPS observations
 BG5006.and adjusted by the National Geodetic Survey in December 1992..
 BG5006
 BG5006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5006
 BG5006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5006
 BG5006.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5006
 BG5006.The ellipsoidal height was determined by GPS observations
 BG5006.and is referenced to NAD 83.
 BG5006
 BG5006.The geoid height was determined by GEOID03.
 BG5006
 BG5006;                    North         East     Units Scale Factor Converg.
 BG5006;SPC AL W     -    67,216.529   561,839.034   MT  0.99995129   -0 12 09.4
 BG5006;UTM  16      - 3,386,255.461   413,921.923   MT  0.99969140   -0 27 26.0
 BG5006
 BG5006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5006!SPC AL W     -   0.99999785  x   0.99995129  =   0.99994914
 BG5006!UTM  16      -   0.99999785  x   0.99969140  =   0.99968926
 BG5006
 BG5006                          SUPERSEDED SURVEY CONTROL
 BG5006
 BG5006  ELLIP H (12/04/92)   13.75   (m)                       GP(       ) 4 1
 BG5006  NAD 83(1992)-  30 36 20.77189(N)    087 53 52.69846(W) AD(       ) 1
 BG5006  NGVD 29 (12/04/92)   41.9    (m)          137.     (f) GPS OBS        
 BG5006
 BG5006.Superseded values are not recommended for survey control.
 BG5006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5006.See file dsdata.txt to determine how the superseded data were derived.
 BG5006
 BG5006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1392286255(NAD 83)
 BG5006_MARKER: DD = SURVEY DISK
 BG5006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5006_SP_SET: CONCRETE POST
 BG5006_STAMPING: 2-12 1991
 BG5006_MARK LOGO: ALHD  
 BG5006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5006+STABILITY: SURFACE MOTION
 BG5006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5006+SATELLITE: SATELLITE OBSERVATIONS - March 28, 2005
 BG5006
 BG5006  HISTORY     - Date     Condition        Report By
 BG5006  HISTORY     - 1991     MONUMENTED       ALHD
 BG5006  HISTORY     - 20030708 GOOD             USPSQD
 BG5006  HISTORY     - 20050328 GOOD             USPSQD
 BG5006
 BG5006                          STATION DESCRIPTION
 BG5006
 BG5006'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5006'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF
 BG5006'U.S. 98 IN DAPHNE.
 BG5006'TO REACH THE STATION FROM EXIT 35 ON I-10 (MILE POST 44.20 ON U.S. 98)
 BG5006'0.90 MI (1.45 KM) SOUTH OF SPANISH FORT, DRIVE SOUTH ON U.S. 98 FOR
 BG5006'3.55 MI (5.71 KM) TO MILE POST 47.75 AND THE STATION ON THE LEFT.
 BG5006'THE STATION IS 23.6 FT (7.2 M) WEST-SOUTHWEST OF A FIRE HYDRANT, 48.2
 BG5006'FT (14.7 M) SOUTH OF A TELEPHONE CABLE PEDESTAL, 49.4 FT (15.1 M)
 BG5006'SOUTH OF A TALL JUNCTION POWER POLE, 52.8 FT (16.1 M) EAST OF THE
 BG5006'CENTERLINE OF THE WEST BOUND LANES OF U.S. 98, 57.8 FT (17.6 M) SOUTH
 BG5006'OF A TELEPHONE BURIED CABLE WARNING SIGN, 95.5 FT (29.1 M) SOUTH OF A
 BG5006'SHORT POWER POLE WITH CIRCUIT BREAKERS, APPROXIMATELY 75 YARDS
 BG5006'SOUTHWEST OF THE SOUTHWEST CORNER OF JOE BULLARD EASTERN SHORE HONDA,
 BG5006'1.6 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 BG5006'THE GROUND.
 BG5006'STATION 2-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5006
 BG5006                          STATION RECOVERY (2003)
 BG5006
 BG5006'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5006'CORRECT DESCRIPTION, JOE BULLARD EASTERN SHORE HONDA IS NOW KNOWN AS
 BG5006'HILL-KELLY DODGE, WITNESS POST AND SIGN ARE MISSING.
 BG5006
 BG5006                          STATION RECOVERY (2005)
 BG5006
 BG5006'RECOVERY NOTE BY US POWER SQUADRON 2005 (HB)
 BG5006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5007 ***********************************************************************
 BG5007  DESIGNATION -  2 13
 BG5007  PID         -  BG5007
 BG5007  STATE/COUNTY-  AL/BALDWIN
 BG5007  USGS QUAD   -  DAPHNE (1982)
 BG5007
 BG5007                         *CURRENT SURVEY CONTROL
 BG5007  ___________________________________________________________________
 BG5007* NAD 83(1992)-  30 32 43.53798(N)    087 53 00.08716(W)     ADJUSTED  
 BG5007* NAVD 88     -        37.2    (meters)     122.     (feet)  VERTCON   
 BG5007  ___________________________________________________________________
 BG5007  X           -     203,055.009 (meters)                     COMP
 BG5007  Y           -  -5,494,032.294 (meters)                     COMP
 BG5007  Z           -   3,222,597.379 (meters)                     COMP
 BG5007  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 BG5007  ELLIP HEIGHT-           9.01  (meters)          (07/29/02) GPS OBS
 BG5007  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BG5007
 BG5007  HORZ ORDER  -  FIRST
 BG5007  ELLP ORDER  -  FOURTH    CLASS I
 BG5007
 BG5007.The horizontal coordinates were established by GPS observations
 BG5007.and adjusted by the National Geodetic Survey in December 1992..
 BG5007
 BG5007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5007
 BG5007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5007
 BG5007.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5007
 BG5007.The ellipsoidal height was determined by GPS observations
 BG5007.and is referenced to NAD 83.
 BG5007
 BG5007.The geoid height was determined by GEOID03.
 BG5007
 BG5007;                    North         East     Units Scale Factor Converg.
 BG5007;SPC AL W     -    60,522.963   563,217.519   MT  0.99995002   -0 11 41.4
 BG5007;UTM  16      - 3,379,557.588   415,270.327   MT  0.99968856   -0 26 56.3
 BG5007
 BG5007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5007!SPC AL W     -   0.99999859  x   0.99995002  =   0.99994861
 BG5007!UTM  16      -   0.99999859  x   0.99968856  =   0.99968715
 BG5007
 BG5007:                Primary Azimuth Mark                     Grid Az
 BG5007:SPC AL W     -  2 14                                     087 31 59.8
 BG5007:UTM  16      -  2 14                                     087 47 14.7
 BG5007
 BG5007|---------------------------------------------------------------------|
 BG5007| PID    Reference Object                     Distance      Geod. Az  |
 BG5007|                                                           dddmmss.s |
 BG5007| BG5008 2 14                                494.979 METERS 0872018.4 |
 BG5007|---------------------------------------------------------------------|
 BG5007
 BG5007                          SUPERSEDED SURVEY CONTROL
 BG5007
 BG5007  ELLIP H (12/04/92)    9.09   (m)                       GP(       ) 4 1
 BG5007  NAD 83(1992)-  30 32 43.55938(N)    087 53 00.09109(W) AD(       ) 1
 BG5007  NGVD 29 (12/04/92)   37.2    (m)          122.     (f) GPS OBS        
 BG5007
 BG5007.Superseded values are not recommended for survey control.
 BG5007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5007.See file dsdata.txt to determine how the superseded data were derived.
 BG5007
 BG5007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1527079558(NAD 83)
 BG5007_MARKER: DD = SURVEY DISK
 BG5007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5007_SP_SET: CONCRETE POST
 BG5007_STAMPING: 2-13 1991
 BG5007_MARK LOGO: ALHD  
 BG5007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5007+STABILITY: SURFACE MOTION
 BG5007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5007+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG5007
 BG5007  HISTORY     - Date     Condition        Report By
 BG5007  HISTORY     - 1991     MONUMENTED       ALHD
 BG5007  HISTORY     - 20030410 GOOD             USPSQD
 BG5007  HISTORY     - 20040424 GOOD             USPSQD
 BG5007  HISTORY     - 20050720 GOOD             USPSQD
 BG5007
 BG5007                          STATION DESCRIPTION
 BG5007
 BG5007'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5007'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF
 BG5007'ALA 104, ABOUT 1.85 MI (2.98 KM) NORTHEAST OF FAIRHOPE AND ABOUT 7.85
 BG5007'MI (12.63 KM) WEST OF SILVERHILL.
 BG5007'TO REACH THE STATION FROM EXIT 35 ON I-10 (MILE POST 44.20 ON U.S. 98)
 BG5007'0.90 MI (1.45 KM) SOUTH OF SPANISH FORT, DRIVE SOUTH ON U.S. 98 FOR
 BG5007'7.70 MI (12.39 KM) TO MILE POST 51.90 AND ALA 104 ON THE LEFT AT THE
 BG5007'END OF THE FOUR LANE DIVIDED HIGHWAY, TURN LEFT ON ALA 104 AND DRIVE
 BG5007'EAST FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT.
 BG5007'THE STATION IS 4.0 FT (1.2 M) NORTH OF A TWO AND A HALF INCH STEEL
 BG5007'BRACED FENCE POST WITH NO FENCE, 37.2 FT (11.3 M) SOUTH OF THE
 BG5007'CENTERLINE OF ALA 104, 134.9 FT (41.1 M) EAST OF A POWER POLE WITH A
 BG5007'TRANSFORMER AND CIRCUIT BREAKERS, 2.0 FT (0.6 M) NORTH OF A CARSONITE
 BG5007'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG5007'STATION 2-14 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5007
 BG5007                          STATION RECOVERY (2003)
 BG5007
 BG5007'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5007'RECOVERED IN GOOD CONDITION.
 BG5007
 BG5007                          STATION RECOVERY (2004)
 BG5007
 BG5007'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5007'WITNESS POST FOUND.
 BG5007
 BG5007                          STATION RECOVERY (2005)
 BG5007
 BG5007'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG5007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5008 ***********************************************************************
 BG5008  DESIGNATION -  2 14
 BG5008  PID         -  BG5008
 BG5008  STATE/COUNTY-  AL/BALDWIN
 BG5008  USGS QUAD   -  DAPHNE (1982)
 BG5008
 BG5008                         *CURRENT SURVEY CONTROL
 BG5008  ___________________________________________________________________
 BG5008* NAD 83(1992)-  30 32 44.28400(N)    087 52 41.53661(W)     ADJUSTED  
 BG5008* NAVD 88     -        40.2    (meters)     132.     (feet)  VERTCON   
 BG5008  ___________________________________________________________________
 BG5008  X           -     203,548.780 (meters)                     COMP
 BG5008  Y           -  -5,494,004.889 (meters)                     COMP
 BG5008  Z           -   3,222,618.669 (meters)                     COMP
 BG5008  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 BG5008  ELLIP HEIGHT-          11.97  (meters)          (07/29/02) GPS OBS
 BG5008  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BG5008
 BG5008  HORZ ORDER  -  FIRST
 BG5008  ELLP ORDER  -  FOURTH    CLASS I
 BG5008
 BG5008.The horizontal coordinates were established by GPS observations
 BG5008.and adjusted by the National Geodetic Survey in December 1992..
 BG5008
 BG5008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5008
 BG5008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5008
 BG5008.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5008
 BG5008.The ellipsoidal height was determined by GPS observations
 BG5008.and is referenced to NAD 83.
 BG5008
 BG5008.The geoid height was determined by GEOID03.
 BG5008
 BG5008;                    North         East     Units Scale Factor Converg.
 BG5008;SPC AL W     -    60,544.265   563,712.014   MT  0.99994957   -0 11 32.0
 BG5008;UTM  16      - 3,379,576.692   415,764.782   MT  0.99968753   -0 26 46.9
 BG5008
 BG5008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5008!SPC AL W     -   0.99999812  x   0.99994957  =   0.99994769
 BG5008!UTM  16      -   0.99999812  x   0.99968753  =   0.99968565
 BG5008
 BG5008:                Primary Azimuth Mark                     Grid Az
 BG5008:SPC AL W     -  2 13                                     267 31 59.8
 BG5008:UTM  16      -  2 13                                     267 47 14.7
 BG5008
 BG5008|---------------------------------------------------------------------|
 BG5008| PID    Reference Object                     Distance      Geod. Az  |
 BG5008|                                                           dddmmss.s |
 BG5008| BG5007 2 13                                494.979 METERS 2672027.8 |
 BG5008|---------------------------------------------------------------------|
 BG5008
 BG5008                          SUPERSEDED SURVEY CONTROL
 BG5008
 BG5008  ELLIP H (12/04/92)   12.05   (m)                       GP(       ) 4 1
 BG5008  NAD 83(1992)-  30 32 44.30539(N)    087 52 41.54053(W) AD(       ) 1
 BG5008  NGVD 29 (12/04/92)   40.2    (m)          132.     (f) GPS OBS        
 BG5008
 BG5008.Superseded values are not recommended for survey control.
 BG5008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5008.See file dsdata.txt to determine how the superseded data were derived.
 BG5008
 BG5008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1576579577(NAD 83)
 BG5008_MARKER: DD = SURVEY DISK
 BG5008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5008_SP_SET: CONCRETE POST
 BG5008_STAMPING: 2-14 1991
 BG5008_MARK LOGO: ALHD  
 BG5008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5008+STABILITY: SURFACE MOTION
 BG5008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5008+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG5008
 BG5008  HISTORY     - Date     Condition        Report By
 BG5008  HISTORY     - 1991     MONUMENTED       ALHD
 BG5008  HISTORY     - 20030312 GOOD             USPSQD
 BG5008  HISTORY     - 20040424 GOOD             USPSQD
 BG5008  HISTORY     - 20050720 GOOD             USPSQD
 BG5008
 BG5008                          STATION DESCRIPTION
 BG5008
 BG5008'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5008'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF
 BG5008'ALA 104, ABOUT 2.10 MI (3.38 KM) NORTHEAST OF FAIRHOPE AND ABOUT 7.55
 BG5008'MI (12.15 KM) WEST OF SILVERHILL.
 BG5008'TO REACH THE STATION FROM EXIT 35 ON I-10 (MILE POST 44.20 ON U.S. 98)
 BG5008'0.90 MI (1.45 KM) SOUTH OF SPANISH FORT, DRIVE SOUTH ON U.S. 98 FOR
 BG5008'7.70 MI (12.39 KM) TO MILE POST 51.90 AND ALA 104 ON THE LEFT AT THE
 BG5008'END OF THE FOUR LANE DIVIDED HIGHWAY, TURN LEFT ON ALA 104 AND DRIVE
 BG5008'EAST FOR 0.65 MI (1.05 KM) TO THE STATION ON THE LEFT.
 BG5008'THE STATION IS 4.0 FT (1.2 M) SOUTH OF A HOG WIRE FENCE WITH TWO
 BG5008'STRANDS OF BARBED WIRE ON STEEL POSTS, 38.2 FT (11.6 M) NORTH OF THE
 BG5008'CENTERLINE OF ALA 104, 40.4 FT (12.3 M) EAST OF THE JUNCTION OF A
 BG5008'NORTH-SOUTH FENCE AT A LARGE CORNER POST, 96.0 FT (29.3 M) NORTHEAST
 BG5008'OF THE JUNCTION OF A NORTH-SOUTH FENCE AT A LARGE CORNER POST ACROSS
 BG5008'ALA 104, 109.0 FT (33.2 M) NORTHEAST OF A JUNCTION POWER POLE ACROSS
 BG5008'ALA 104, 113.5 FT (34.6 M) NORTHEAST OF A CONCRETE RIGHT OF WAY
 BG5008'MARKER ACROSS ALA 104, 158.8 FT (48.4 M) WEST OF A TELEPHONE CABLE
 BG5008'PEDESTAL, 159.2 FT (48.5 M) WEST OF A POWER POLE AT A POINT WHERE A
 BG5008'POWER LINE CROSSES ALA 104, 3.8 FT (1.2 M) SOUTH OF A CARSONITE
 BG5008'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG5008'STATION 2-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5008
 BG5008                          STATION RECOVERY (2003)
 BG5008
 BG5008'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5008'RECOVERED IN GOOD CONDITION.
 BG5008
 BG5008                          STATION RECOVERY (2004)
 BG5008
 BG5008'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5008'WITNESS POST FOUND.
 BG5008
 BG5008                          STATION RECOVERY (2005)
 BG5008
 BG5008'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG5008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5009 ***********************************************************************
 BG5009  DESIGNATION -  2 15
 BG5009  PID         -  BG5009
 BG5009  STATE/COUNTY-  AL/BALDWIN
 BG5009  USGS QUAD   -  POINT CLEAR (1985)
 BG5009
 BG5009                         *CURRENT SURVEY CONTROL
 BG5009  ___________________________________________________________________
 BG5009* NAD 83(1992)-  30 29 13.55213(N)    087 52 59.73188(W)     ADJUSTED  
 BG5009* NAVD 88     -        30.9    (meters)     101.     (feet)  VERTCON   
 BG5009  ___________________________________________________________________
 BG5009  X           -     203,185.553 (meters)                     COMP
 BG5009  Y           -  -5,497,307.853 (meters)                     COMP
 BG5009  Z           -   3,217,023.415 (meters)                     COMP
 BG5009  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 BG5009  ELLIP HEIGHT-           2.72  (meters)          (07/29/02) GPS OBS
 BG5009  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BG5009
 BG5009  HORZ ORDER  -  FIRST
 BG5009  ELLP ORDER  -  FOURTH    CLASS I
 BG5009
 BG5009.The horizontal coordinates were established by GPS observations
 BG5009.and adjusted by the National Geodetic Survey in December 1992..
 BG5009
 BG5009.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5009
 BG5009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5009
 BG5009.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5009
 BG5009.The ellipsoidal height was determined by GPS observations
 BG5009.and is referenced to NAD 83.
 BG5009
 BG5009.The geoid height was determined by GEOID03.
 BG5009
 BG5009;                    North         East     Units Scale Factor Converg.
 BG5009;SPC AL W     -    54,056.824   563,205.025   MT  0.99995003   -0 11 40.0
 BG5009;UTM  16      - 3,373,093.259   415,229.188   MT  0.99968865   -0 26 53.3
 BG5009
 BG5009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5009!SPC AL W     -   0.99999957  x   0.99995003  =   0.99994960
 BG5009!UTM  16      -   0.99999957  x   0.99968865  =   0.99968822
 BG5009
 BG5009:                Primary Azimuth Mark                     Grid Az
 BG5009:SPC AL W     -  2 16                                     089 58 24.5
 BG5009:UTM  16      -  2 16                                     090 13 37.8
 BG5009
 BG5009|---------------------------------------------------------------------|
 BG5009| PID    Reference Object                     Distance      Geod. Az  |
 BG5009|                                                           dddmmss.s |
 BG5009| BG5010 2 16                                489.078 METERS 0894644.5 |
 BG5009|---------------------------------------------------------------------|
 BG5009
 BG5009                          SUPERSEDED SURVEY CONTROL
 BG5009
 BG5009  ELLIP H (01/21/93)    2.80   (m)                       GP(       ) 4 2
 BG5009  ELLIP H (12/04/92)    2.80   (m)                       GP(       ) 4 1
 BG5009  NAD 83(1992)-  30 29 13.57367(N)    087 52 59.73584(W) AD(       ) 1
 BG5009  NGVD 29 (12/04/92)   30.9    (m)          101.     (f) GPS OBS        
 BG5009
 BG5009.Superseded values are not recommended for survey control.
 BG5009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5009.See file dsdata.txt to determine how the superseded data were derived.
 BG5009
 BG5009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1522973093(NAD 83)
 BG5009_MARKER: DD = SURVEY DISK
 BG5009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5009_SP_SET: CONCRETE POST
 BG5009_STAMPING: 2-15 1991
 BG5009_MARK LOGO: ALHD  
 BG5009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5009+STABILITY: SURFACE MOTION
 BG5009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5009+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG5009
 BG5009  HISTORY     - Date     Condition        Report By
 BG5009  HISTORY     - 1991     MONUMENTED       ALHD
 BG5009  HISTORY     - 20030410 GOOD             USPSQD
 BG5009  HISTORY     - 20040424 GOOD             USPSQD
 BG5009  HISTORY     - 20050720 GOOD             USPSQD
 BG5009
 BG5009                          STATION DESCRIPTION
 BG5009
 BG5009'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5009'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF
 BG5009'BALDWIN COUNTY ROAD NO. 34, ABOUT 2.30 MI (3.70 KM) SOUTH-SOUTHEAST
 BG5009'OF FAIRHOPE AND ABOUT 13.20 MI (21.24 KM) WEST-NORTHWEST OF FOLEY.
 BG5009'TO REACH THE STATION FROM EXIT 35 ON I-10 (MILE POST 44.20 ON U.S. 98)
 BG5009'0.90 MI (1.45 KM) SOUTH OF SPANISH FORT, DRIVE SOUTH ON U.S. 98 FOR
 BG5009'11.75 MI (18.91 KM) TO MILE POST 55.95 AND BALDWIN COUNTY ROAD NO. 34
 BG5009'LEFT AND RIGHT, TURN LEFT ON BALDWIN COUNTY ROAD NO. 34 AND DRIVE
 BG5009'EAST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.
 BG5009'THE STATION IS 5.0 FT (1.5 M) NORTH OF A FIVE-STRAND BARBED WIRE FENCE
 BG5009'ON TREATED WOOD POSTS, 34.3 FT (10.5 M) SOUTH OF THE CENTERLINE OF
 BG5009'BALDWIN COUNTY ROAD NO. 34, 66.4 FT (20.2 M) SOUTH OF A POWER POLE
 BG5009'ACROSS BALDWIN COUNTY ROAD NO. 34, 165.9 FT (50.6 M) WEST OF THE WEST
 BG5009'CROSS TIE POST OF A DOUBLE GATE, 4.7 FT (1.4 M) NORTH OF A CARSONITE
 BG5009'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG5009'STATION 2-16 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5009
 BG5009                          STATION RECOVERY (2003)
 BG5009
 BG5009'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5009'RECOVERED IN GOOD CONDITION.
 BG5009
 BG5009                          STATION RECOVERY (2004)
 BG5009
 BG5009'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5009'RECOVERED IN GOOD CONDITION.
 BG5009
 BG5009                          STATION RECOVERY (2005)
 BG5009
 BG5009'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG5009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5010 ***********************************************************************
 BG5010  DESIGNATION -  2 16
 BG5010  PID         -  BG5010
 BG5010  STATE/COUNTY-  AL/BALDWIN
 BG5010  USGS QUAD   -  POINT CLEAR (1985)
 BG5010
 BG5010                         *CURRENT SURVEY CONTROL
 BG5010  ___________________________________________________________________
 BG5010* NAD 83(1992)-  30 29 13.61302(N)    087 52 41.39382(W)     ADJUSTED  
 BG5010* NAVD 88     -        28.6    (meters)      94.     (feet)  VERTCON   
 BG5010  ___________________________________________________________________
 BG5010  X           -     203,674.184 (meters)                     COMP
 BG5010  Y           -  -5,497,286.835 (meters)                     COMP
 BG5010  Z           -   3,217,023.864 (meters)                     COMP
 BG5010  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 BG5010  ELLIP HEIGHT-           0.42  (meters)          (07/29/02) GPS OBS
 BG5010  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 BG5010
 BG5010  HORZ ORDER  -  FIRST
 BG5010  ELLP ORDER  -  FOURTH    CLASS I
 BG5010
 BG5010.The horizontal coordinates were established by GPS observations
 BG5010.and adjusted by the National Geodetic Survey in December 1992..
 BG5010
 BG5010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5010
 BG5010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5010
 BG5010.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5010
 BG5010.The ellipsoidal height was determined by GPS observations
 BG5010.and is referenced to NAD 83.
 BG5010
 BG5010.The geoid height was determined by GEOID03.
 BG5010
 BG5010;                    North         East     Units Scale Factor Converg.
 BG5010;SPC AL W     -    54,057.051   563,694.078   MT  0.99994959   -0 11 30.7
 BG5010;UTM  16      - 3,373,091.320   415,718.109   MT  0.99968763   -0 26 44.0
 BG5010
 BG5010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5010!SPC AL W     -   0.99999993  x   0.99994959  =   0.99994952
 BG5010!UTM  16      -   0.99999993  x   0.99968763  =   0.99968756
 BG5010
 BG5010:                Primary Azimuth Mark                     Grid Az
 BG5010:SPC AL W     -  2 15                                     269 58 24.5
 BG5010:UTM  16      -  2 15                                     270 13 37.8
 BG5010
 BG5010|---------------------------------------------------------------------|
 BG5010| PID    Reference Object                     Distance      Geod. Az  |
 BG5010|                                                           dddmmss.s |
 BG5010| BG5009 2 15                                489.078 METERS 2694653.8 |
 BG5010|---------------------------------------------------------------------|
 BG5010
 BG5010                          SUPERSEDED SURVEY CONTROL
 BG5010
 BG5010  ELLIP H (12/04/92)    0.50   (m)                       GP(       ) 4 1
 BG5010  NAD 83(1992)-  30 29 13.63456(N)    087 52 41.39778(W) AD(       ) 1
 BG5010  NGVD 29 (12/04/92)   28.5    (m)           94.     (f) GPS OBS        
 BG5010
 BG5010.Superseded values are not recommended for survey control.
 BG5010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5010.See file dsdata.txt to determine how the superseded data were derived.
 BG5010
 BG5010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1571873091(NAD 83)
 BG5010_MARKER: DD = SURVEY DISK
 BG5010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5010_SP_SET: CONCRETE POST
 BG5010_STAMPING: 2-16 1991
 BG5010_MARK LOGO: ALHD  
 BG5010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5010+STABILITY: SURFACE MOTION
 BG5010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5010+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG5010
 BG5010  HISTORY     - Date     Condition        Report By
 BG5010  HISTORY     - 1991     MONUMENTED       ALHD
 BG5010  HISTORY     - 20030410 GOOD             USPSQD
 BG5010  HISTORY     - 20040424 GOOD             USPSQD
 BG5010  HISTORY     - 20050720 GOOD             USPSQD
 BG5010
 BG5010                          STATION DESCRIPTION
 BG5010
 BG5010'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5010'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF
 BG5010'BALDWIN COUNTY ROAD NO. 34, ABOUT 2.95 MI (4.75 KM) SOUTH-SOUTHEAST
 BG5010'OF FAIRHOPE AND ABOUT 12.95 MI (20.84 KM) WEST-NORTHWEST OF FOLEY.
 BG5010'TO REACH THE STATION FROM EXIT 35 ON I-10 (MILE POST 44.20 ON U.S. 98)
 BG5010'0.90 MI (1.45 KM) SOUTH OF SPANISH FORT, DRIVE SOUTH ON U.S. 98 FOR
 BG5010'11.75 MI (18.91 KM) TO MILE POST 55.95 AND BALDWIN COUNTY ROAD NO. 34
 BG5010'LEFT AND RIGHT, TURN LEFT ON BALDWIN COUNTY ROAD NO. 34 AND DRIVE
 BG5010'EAST FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.
 BG5010'THE STATION IS 5.0 FT (1.5 M) NORTH OF A FIVE STRAND BARBED WIRE FENCE
 BG5010'ON TREATED WOOD POSTS, 27.7 FT (8.4 M) SOUTH OF THE CENTERLINE OF
 BG5010'BALDWIN COUNTY ROAD NO. 34, 72.0 FT (21.9 M) WEST-SOUTHWEST OF A
 BG5010'REFLECTORIZED SIGN AT THE SOUTH END OF A CULVERT UNDER BALDWIN COUNTY
 BG5010'ROAD NO. 34, 74.5 FT (22.7 M) WEST-SOUTHWEST OF THE WEST END OF THE
 BG5010'SOUTH HEADWALL OF A DOUBLE FORTY TWO-INCH CONCRETE PIPE UNDER BALDWIN
 BG5010'COUNTY ROAD NO. 34, 124.4 FT (37.9 M) WEST OF A LARGE POST AT THE
 BG5010'NORTHEAST CORNER OF THE FENCE, 135.1 FT (41.2 M) WEST OF THE CENTER
 BG5010'OF A DIRT DRIVEWAY, 149.1 FT (45.4 M) WEST OF TELEPHONE CABLE
 BG5010'PEDESTAL NO. 95 S 1, 4.7 FT (1.4 M) NORTH OF A CARSONITE WITNESS
 BG5010'POST, AND SET FLUSH WITH THE GROUND.
 BG5010'STATION 2-15 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5010
 BG5010                          STATION RECOVERY (2003)
 BG5010
 BG5010'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5010'RECOVERED IN GOOD CONDITION.
 BG5010
 BG5010                          STATION RECOVERY (2004)
 BG5010
 BG5010'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5010'RECOVERED IN GOOD CONDITION.
 BG5010
 BG5010                          STATION RECOVERY (2005)
 BG5010
 BG5010'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG5010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5011 ***********************************************************************
 BG5011  DESIGNATION -  2 17
 BG5011  PID         -  BG5011
 BG5011  STATE/COUNTY-  AL/BALDWIN
 BG5011  USGS QUAD   -  POINT CLEAR (1985)
 BG5011
 BG5011                         *CURRENT SURVEY CONTROL
 BG5011  ___________________________________________________________________
 BG5011* NAD 83(1992)-  30 25 15.96856(N)    087 53 25.62213(W)     ADJUSTED  
 BG5011* NAVD 88     -        20.9    (meters)      69.     (feet)  VERTCON   
 BG5011  ___________________________________________________________________
 BG5011  X           -     202,631.719 (meters)                     COMP
 BG5011  Y           -  -5,501,030.503 (meters)                     COMP
 BG5011  Z           -   3,210,711.522 (meters)                     COMP
 BG5011  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 BG5011  ELLIP HEIGHT-          -7.18  (meters)          (07/29/02) GPS OBS
 BG5011  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BG5011
 BG5011  HORZ ORDER  -  FIRST
 BG5011  ELLP ORDER  -  FOURTH    CLASS I
 BG5011
 BG5011.The horizontal coordinates were established by GPS observations
 BG5011.and adjusted by the National Geodetic Survey in December 1992..
 BG5011
 BG5011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5011
 BG5011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5011
 BG5011.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5011
 BG5011.The ellipsoidal height was determined by GPS observations
 BG5011.and is referenced to NAD 83.
 BG5011
 BG5011.The geoid height was determined by GEOID03.
 BG5011
 BG5011;                    North         East     Units Scale Factor Converg.
 BG5011;SPC AL W     -    46,743.331   562,489.304   MT  0.99995069   -0 11 51.7
 BG5011;UTM  16      - 3,365,784.911   414,481.318   MT  0.99969022   -0 27 03.3
 BG5011
 BG5011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5011!SPC AL W     -   1.00000113  x   0.99995069  =   0.99995182
 BG5011!UTM  16      -   1.00000113  x   0.99969022  =   0.99969135
 BG5011
 BG5011:                Primary Azimuth Mark                     Grid Az
 BG5011:SPC AL W     -  2 18                                     004 25 30.2
 BG5011:UTM  16      -  2 18                                     004 40 41.8
 BG5011
 BG5011|---------------------------------------------------------------------|
 BG5011| PID    Reference Object                     Distance      Geod. Az  |
 BG5011|                                                           dddmmss.s |
 BG5011| BG5012 2 18                                407.005 METERS 0041338.5 |
 BG5011|---------------------------------------------------------------------|
 BG5011
 BG5011                          SUPERSEDED SURVEY CONTROL
 BG5011
 BG5011  ELLIP H (01/21/93)   -7.10   (m)                       GP(       ) 4 2
 BG5011  ELLIP H (12/04/92)   -7.10   (m)                       GP(       ) 4 1
 BG5011  NAD 83(1992)-  30 25 15.99018(N)    087 53 25.62609(W) AD(       ) 1
 BG5011  NGVD 29 (12/04/92)   20.9    (m)           69.     (f) GPS OBS        
 BG5011
 BG5011.Superseded values are not recommended for survey control.
 BG5011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5011.See file dsdata.txt to determine how the superseded data were derived.
 BG5011
 BG5011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1448165785(NAD 83)
 BG5011_MARKER: DD = SURVEY DISK
 BG5011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5011_SP_SET: CONCRETE POST
 BG5011_STAMPING: 2-17 1991
 BG5011_MARK LOGO: ALHD  
 BG5011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5011+STABILITY: SURFACE MOTION
 BG5011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5011+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG5011
 BG5011  HISTORY     - Date     Condition        Report By
 BG5011  HISTORY     - 1991     MONUMENTED       ALHD
 BG5011  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 BG5011
 BG5011                          STATION DESCRIPTION
 BG5011
 BG5011'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5011'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF BALDWIN COUNTY
 BG5011'ROAD NO. 98 (ALTERNATE U. S. 98), ABOUT 7.10 MI (11.43 KM) SOUTH OF
 BG5011'FAIRHOPE AND ABOUT 12.35 MI (19.87 KM) WEST OF FOLEY.
 BG5011'TO REACH THE STATION FROM EXIT 35 ON I-10 (MILE POST 44.20 ON U.S. 98)
 BG5011'0.90 MI (1.45 KM) SOUTH OF SPANISH FORT, DRIVE SOUTH ON U.S. 98 FOR
 BG5011'16.30 MI (26.23 KM) TO MILE POST 60.50, A PAVED CROSS ROAD, A CAUTION
 BG5011'LIGHT, U.S. 98 LEFT, BALDWIN COUNTY ROAD NO. 11 AHEAD, AND BALDWIN
 BG5011'COUNTY ROAD NO. 98 (ALTERNATE U.S. 98) RIGHT, TURN RIGHT ON BALDWIN
 BG5011'COUNTY ROAD NO. 98 (ALTERNATE U.S. 98) AND DRIVE WEST FOR 0.25 MI
 BG5011'(0.40 KM) TO THE STATION ON THE LEFT.
 BG5011'THE STATION IS 44.0 FT (13.4 M) SOUTH OF THE CENTERLINE OF BALDWIN
 BG5011'COUNTY ROAD NO. 98 (ALTERNATE U.S. 98), 46.8 FT (14.3 M)
 BG5011'EAST-SOUTHEAST OF A SPEED LIMIT 55 SIGN, 65.0 FT (19.8 M) SOUTHWEST OF
 BG5011'THE CENTER OF THE JUNCTION OF A GRAVEL DRIVEWAY LEADING NORTH, 74.2
 BG5011'FT (22.6 M) WEST-SOUTHWEST OF MAIL BOX 7795, 1.7 FT (0.5 M) NORTH OF
 BG5011'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG5011'STATION 2-18 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5011
 BG5011                          STATION RECOVERY (2003)
 BG5011
 BG5011'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5011'THIS IS A SITE OF NEW CONSTRUCTION, THE AREA APPEARS TO HAVE BEEN
 BG5011'GRADED DOWN 12 INCHES OR MORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5012 ***********************************************************************
 BG5012  DESIGNATION -  2 18
 BG5012  PID         -  BG5012
 BG5012  STATE/COUNTY-  AL/BALDWIN
 BG5012  USGS QUAD   -  POINT CLEAR (1985)
 BG5012
 BG5012                         *CURRENT SURVEY CONTROL
 BG5012  ___________________________________________________________________
 BG5012* NAD 83(1992)-  30 25 29.14948(N)    087 53 24.49790(W)     ADJUSTED  
 BG5012* NAVD 88     -        20.5    (meters)      67.     (feet)  VERTCON   
 BG5012  ___________________________________________________________________
 BG5012  X           -     202,654.124 (meters)                     COMP
 BG5012  Y           -  -5,500,823.715 (meters)                     COMP
 BG5012  Z           -   3,211,061.365 (meters)                     COMP
 BG5012  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 BG5012  ELLIP HEIGHT-          -7.51  (meters)          (07/29/02) GPS OBS
 BG5012  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BG5012
 BG5012  HORZ ORDER  -  FIRST
 BG5012  ELLP ORDER  -  FOURTH    CLASS I
 BG5012
 BG5012.The horizontal coordinates were established by GPS observations
 BG5012.and adjusted by the National Geodetic Survey in December 1992..
 BG5012
 BG5012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5012
 BG5012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5012
 BG5012.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5012
 BG5012.The ellipsoidal height was determined by GPS observations
 BG5012.and is referenced to NAD 83.
 BG5012
 BG5012.The geoid height was determined by GEOID03.
 BG5012
 BG5012;                    North         East     Units Scale Factor Converg.
 BG5012;SPC AL W     -    47,149.103   562,520.705   MT  0.99995066   -0 11 51.3
 BG5012;UTM  16      - 3,366,190.434   414,514.503   MT  0.99969015   -0 27 02.9
 BG5012
 BG5012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5012!SPC AL W     -   1.00000118  x   0.99995066  =   0.99995184
 BG5012!UTM  16      -   1.00000118  x   0.99969015  =   0.99969133
 BG5012
 BG5012:                Primary Azimuth Mark                     Grid Az
 BG5012:SPC AL W     -  2 17                                     184 25 30.4
 BG5012:UTM  16      -  2 17                                     184 40 42.0
 BG5012
 BG5012|---------------------------------------------------------------------|
 BG5012| PID    Reference Object                     Distance      Geod. Az  |
 BG5012|                                                           dddmmss.s |
 BG5012| BG5011 2 17                                407.005 METERS 1841339.1 |
 BG5012|---------------------------------------------------------------------|
 BG5012
 BG5012                          SUPERSEDED SURVEY CONTROL
 BG5012
 BG5012  ELLIP H (01/21/93)   -7.43   (m)                       GP(       ) 4 2
 BG5012  ELLIP H (12/04/92)   -7.43   (m)                       GP(       ) 4 1
 BG5012  NAD 83(1992)-  30 25 29.17110(N)    087 53 24.50186(W) AD(       ) 1
 BG5012  NGVD 29 (12/04/92)   20.5    (m)           67.     (f) GPS OBS        
 BG5012
 BG5012.Superseded values are not recommended for survey control.
 BG5012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5012.See file dsdata.txt to determine how the superseded data were derived.
 BG5012
 BG5012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1451566190(NAD 83)
 BG5012_MARKER: DD = SURVEY DISK
 BG5012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5012_SP_SET: CONCRETE POST
 BG5012_STAMPING: 2-18 1991
 BG5012_MARK LOGO: ALHD  
 BG5012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5012+STABILITY: SURFACE MOTION
 BG5012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5012+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG5012
 BG5012  HISTORY     - Date     Condition        Report By
 BG5012  HISTORY     - 1991     MONUMENTED       ALHD
 BG5012
 BG5012                          STATION DESCRIPTION
 BG5012
 BG5012'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5012'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF BALDWIN COUNTY
 BG5012'ROAD NO. 3, ABOUT 6.85 MI (11.02 KM) SOUTH OF FAIRHOPE AND ABOUT
 BG5012'12.35 MI (19.87 KM) WEST OF FOLEY.
 BG5012'TO REACH THE STATION FROM EXIT 35 ON I-10 (MILE POST 44.20 ON U.S. 98)
 BG5012'0.90 MI (1.45 KM) SOUTH OF SPANISH FORT, DRIVE SOUTH ON U.S. 98 FOR
 BG5012'16.00 MI (25.75 KM) TO MILE POST 60.20 AND BALDWIN COUNTY ROAD NO. 3
 BG5012'LEFT AND RIGHT, TURN RIGHT ON BALDWIN COUNTY ROAD NO. 3 AND DRIVE
 BG5012'WEST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT.
 BG5012'THE STATION IS 30.7 FT (9.4 M) SOUTH OF THE CENTERLINE OF BALDWIN
 BG5012'COUNTY ROAD NO. 3, 128.7 FT (39.2 M) EAST-SOUTHEAST OF THE FIFTH
 BG5012'STANDARD POWER POLE WEST OF U.S. 98 (NO. 80), 173.9 FT (53.0 M)
 BG5012'SOUTHWEST OF THE FOURTH STANDARD POWER POLE WEST OF U.S. 98, 1.8 FT
 BG5012'(0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BG5012'GROUND.
 BG5012'STATION 2-17 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5013 ***********************************************************************
 BG5013  DESIGNATION -  2 19
 BG5013  PID         -  BG5013
 BG5013  STATE/COUNTY-  AL/BALDWIN
 BG5013  USGS QUAD   -  MAGNOLIA SPRINGS (1986)
 BG5013
 BG5013                         *CURRENT SURVEY CONTROL
 BG5013  ___________________________________________________________________
 BG5013* NAD 83(1992)-  30 24 29.36283(N)    087 47 05.53825(W)     ADJUSTED  
 BG5013* NAVD 88     -        18.2    (meters)      60.     (feet)  VERTCON   
 BG5013  ___________________________________________________________________
 BG5013  X           -     212,796.108 (meters)                     COMP
 BG5013  Y           -  -5,501,371.578 (meters)                     COMP
 BG5013  Z           -   3,209,472.532 (meters)                     COMP
 BG5013  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BG5013  ELLIP HEIGHT-          -9.76  (meters)          (07/29/02) GPS OBS
 BG5013  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BG5013
 BG5013  HORZ ORDER  -  FIRST
 BG5013  ELLP ORDER  -  FOURTH    CLASS I
 BG5013
 BG5013.The horizontal coordinates were established by GPS observations
 BG5013.and adjusted by the National Geodetic Survey in December 1992..
 BG5013
 BG5013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5013
 BG5013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5013
 BG5013.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5013
 BG5013.The ellipsoidal height was determined by GPS observations
 BG5013.and is referenced to NAD 83.
 BG5013
 BG5013.The geoid height was determined by GEOID03.
 BG5013
 BG5013;                    North         East     Units Scale Factor Converg.
 BG5013;SPC AL W     -    45,277.960   572,628.730   MT  0.99994257   -0 08 39.1
 BG5013;UTM  16      - 3,364,275.157   424,611.471   MT  0.99967011   -0 23 50.2
 BG5013
 BG5013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5013!SPC AL W     -   1.00000153  x   0.99994257  =   0.99994410
 BG5013!UTM  16      -   1.00000153  x   0.99967011  =   0.99967164
 BG5013
 BG5013|---------------------------------------------------------------------|
 BG5013| PID    Reference Object                     Distance      Geod. Az  |
 BG5013|                                                           dddmmss.s |
 BG5013| BG5014 2 20                                376.493 METERS 00148     |
 BG5013|---------------------------------------------------------------------|
 BG5013
 BG5013                          SUPERSEDED SURVEY CONTROL
 BG5013
 BG5013  ELLIP H (01/21/93)   -9.67   (m)                       GP(       ) 4 2
 BG5013  ELLIP H (12/04/92)   -9.67   (m)                       GP(       ) 4 1
 BG5013  NAD 83(1992)-  30 24 29.38442(N)    087 47 05.54242(W) AD(       ) 1
 BG5013  NGVD 29 (12/04/92)   18.2    (m)           60.     (f) GPS OBS        
 BG5013
 BG5013.Superseded values are not recommended for survey control.
 BG5013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5013.See file dsdata.txt to determine how the superseded data were derived.
 BG5013
 BG5013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2461164275(NAD 83)
 BG5013_MARKER: DD = SURVEY DISK
 BG5013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5013_SP_SET: CONCRETE POST
 BG5013_STAMPING: 2-19 1991
 BG5013_MARK LOGO: ALHD  
 BG5013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5013+STABILITY: SURFACE MOTION
 BG5013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5013+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG5013
 BG5013  HISTORY     - Date     Condition        Report By
 BG5013  HISTORY     - 1991     MONUMENTED       ALHD
 BG5013  HISTORY     - 20030410 POOR             USPSQD
 BG5013  HISTORY     - 20040424 POOR             USPSQD
 BG5013  HISTORY     - 20050720 POOR             USPSQD
 BG5013
 BG5013                          STATION DESCRIPTION
 BG5013
 BG5013'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5013'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF A
 BG5013'COUNTY DIRT ROAD, ABOUT 6.10 MI (9.82 KM) WEST OF FOLEY AND ABOUT
 BG5013'10.60 MI (17.06 KM) SOUTHEAST OF FAIRHOPE.
 BG5013'TO REACH THE STATION FROM THE JUNCTION OF U.S. 98 AND ALA 59 (MILE
 BG5013'POST 72.90 ON U. S. 98) IN FOLEY, DRIVE WEST ON U.S. 98 FOR 6.00 MI
 BG5013'(9.66 KM) TO MILE POST 66.90 AND A DIRT ROAD ON THE RIGHT, TURN RIGHT
 BG5013'ON THE DIRT ROAD AND DRIVE NORTH FOR 0.10 MI (0.16 KM) TO THE STATION
 BG5013'ON THE LEFT.
 BG5013'THE STATION IS 17.5 FT (5.3 M) WEST OF THE CENTER OF THE DIRT ROAD,
 BG5013'92.0 FT (28.0 M) SOUTH OF THE THIRD POWER POLE NORTH OF U.S. 98, 1.5
 BG5013'FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BG5013'GROUND.
 BG5013'STATION 2-20 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5013
 BG5013                          STATION RECOVERY (2003)
 BG5013
 BG5013'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5013'THE DIRT ROAD IS MAINTAINED BY A ROAD MAINTAINER (SCRAPER BLADE) AND
 BG5013'HAS PUSHED THE MARKER OVER IN A SOUTHERLY DIRECTION. THE WITNESS POST
 BG5013'IS LYING ON THE GROUND BEHIND THE MARKER.
 BG5013
 BG5013                          STATION RECOVERY (2004)
 BG5013
 BG5013'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5013'MARK RECOVERED IN POOR CONDITION.
 BG5013
 BG5013                          STATION RECOVERY (2005)
 BG5013
 BG5013'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG5013'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2078 ***********************************************************************
 BU2078  DESIGNATION -  2 2
 BU2078  PID         -  BU2078
 BU2078  STATE/COUNTY-  AL/BALDWIN
 BU2078  USGS QUAD   -  VAUGHN (1983)
 BU2078
 BU2078                         *CURRENT SURVEY CONTROL
 BU2078  ___________________________________________________________________
 BU2078* NAD 83(1992)-  31 06 56.96705(N)    087 50 04.94728(W)     ADJUSTED  
 BU2078* NAVD 88     -        34.3    (meters)     113.     (feet)  VERTCON   
 BU2078  ___________________________________________________________________
 BU2078  X           -     206,495.317 (meters)                     COMP
 BU2078  Y           -  -5,461,468.849 (meters)                     COMP
 BU2078  Z           -   3,276,897.144 (meters)                     COMP
 BU2078  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BU2078  ELLIP HEIGHT-           5.85  (meters)          (07/29/02) GPS OBS
 BU2078  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BU2078
 BU2078  HORZ ORDER  -  FIRST
 BU2078  ELLP ORDER  -  FOURTH    CLASS I
 BU2078
 BU2078.The horizontal coordinates were established by GPS observations
 BU2078.and adjusted by the National Geodetic Survey in December 1992..
 BU2078
 BU2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2078
 BU2078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2078
 BU2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2078
 BU2078.The ellipsoidal height was determined by GPS observations
 BU2078.and is referenced to NAD 83.
 BU2078
 BU2078.The geoid height was determined by GEOID03.
 BU2078
 BU2078;                    North         East     Units Scale Factor Converg.
 BU2078;SPC AL W     -   123,742.348   568,074.744   MT  0.99994590   -0 10 22.7
 BU2078;UTM  16      - 3,442,737.892   420,408.911   MT  0.99967814   -0 25 52.9
 BU2078
 BU2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2078!SPC AL W     -   0.99999908  x   0.99994590  =   0.99994498
 BU2078!UTM  16      -   0.99999908  x   0.99967814  =   0.99967722
 BU2078
 BU2078:                Primary Azimuth Mark                     Grid Az
 BU2078:SPC AL W     -  2 3                                      014 04 57.8
 BU2078:UTM  16      -  2 3                                      014 20 28.0
 BU2078
 BU2078|---------------------------------------------------------------------|
 BU2078| PID    Reference Object                     Distance      Geod. Az  |
 BU2078|                                                           dddmmss.s |
 BU2078| BU2079 2 3                                 464.127 METERS 0135435.1 |
 BU2078|---------------------------------------------------------------------|
 BU2078
 BU2078                          SUPERSEDED SURVEY CONTROL
 BU2078
 BU2078  ELLIP H (12/04/92)    5.92   (m)                       GP(       ) 4 1
 BU2078  NAD 83(1992)-  31 06 56.98649(N)    087 50 04.95188(W) AD(       ) 1
 BU2078  NGVD 29 (12/04/92)   34.2    (m)          112.     (f) GPS OBS        
 BU2078
 BU2078.Superseded values are not recommended for survey control.
 BU2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2078.See file dsdata.txt to determine how the superseded data were derived.
 BU2078
 BU2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2040942738(NAD 83)
 BU2078_MARKER: DD = SURVEY DISK
 BU2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2078_SP_SET: CONCRETE POST
 BU2078_STAMPING: 2-2 1991
 BU2078_MARK LOGO: ALHD  
 BU2078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2078+STABILITY: SURFACE MOTION
 BU2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2078+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2078
 BU2078  HISTORY     - Date     Condition        Report By
 BU2078  HISTORY     - 1991     MONUMENTED       ALHD
 BU2078
 BU2078                          STATION DESCRIPTION
 BU2078
 BU2078'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2078'THE STATION IS LOCATED IN BALDWIN COUNTY ON PROPERTY OWNED BY SCOTT
 BU2078'PAPER COMPANY, ABOUT 4.40 MI (7.08 KM) SOUTH-SOUTHWEST OF TENSAW AND
 BU2078'ABOUT 8.35 MI (13.44 KM) NORTH-NORTHEAST OF STOCKTON.
 BU2078'TO REACH THE STATION FROM EXIT 34 ON I-65 (MILE POST 52.80 ON ALA 59),
 BU2078'DRIVE NORTH ON ALA 59 FOR 12.70 MI (20.44 KM) TO MILE POST 65.50 AND
 BU2078'A PAVED COUNTY ROAD ON THE LEFT AT A PIPE LINE CROSSING, TURN LEFT ON
 BU2078'THE PAVED COUNTY ROAD AND DRIVE WEST FOR 0.30 MI (0.48 KM) TO A PIPE
 BU2078'LINE CROSSING AT A SHARP CURVE TO THE RIGHT, TURN RIGHT AND THEN LEFT
 BU2078'ON THE PAVED COUNTY ROAD FOR 0.30 MI (0.48 KM) TO A WOODS ROAD TO THE
 BU2078'LEFT JUST BEFORE REACHING ANOTHER SHARP CURVE TO THE RIGHT, BEAR LEFT
 BU2078'ON THE WOODS ROAD AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO A WOODS
 BU2078'ROAD LEFT AND RIGHT ALONG THE PIPE LINE, TURN RIGHT AND DRIVE WEST
 BU2078'ALONG THE PIPE LINE FOR 0.05 MI (0.08 KM) TO A WOODS ROAD ON THE
 BU2078'LEFT, TURN LEFT ON THE WOODS ROAD AND DRIVE SOUTH FOR 0.20 MI
 BU2078'(0.32 KM) TO A T-INTERSECTION WITH A WOODS ROAD LEFT AND RIGHT AND
 BU2078'THE STATION ON THE LEFT ACROSS THE WOODS ROAD.
 BU2078'THE STATION IS 18.0 FT (5.5 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 BU2078'EAST-WEST WOODS ROAD, 64.0 FT (19.5 M) SOUTHEAST OF THE CENTER OF THE
 BU2078'INTERSECTION, 128.0 FT (39.0 M) WEST-NORTHWEST OF AN ANGLE POWER
 BU2078'POLE, 1.9 FT (0.6 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND
 BU2078'SET FLUSH WITH THE GROUND.
 BU2078'STATION 2-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5014 ***********************************************************************
 BG5014  DESIGNATION -  2 20
 BG5014  PID         -  BG5014
 BG5014  STATE/COUNTY-  AL/BALDWIN
 BG5014  USGS QUAD   -  MAGNOLIA SPRINGS (1986)
 BG5014
 BG5014                         *CURRENT SURVEY CONTROL
 BG5014  ___________________________________________________________________
 BG5014* NAD 83(1992)-  30 24 41.58285(N)    087 47 05.09391(W)     ADJUSTED  
 BG5014* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 BG5014  ___________________________________________________________________
 BG5014  X           -     212,800.624 (meters)                     COMP
 BG5014  Y           -  -5,501,181.498 (meters)                     COMP
 BG5014  Z           -   3,209,797.488 (meters)                     COMP
 BG5014  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BG5014  ELLIP HEIGHT-          -8.93  (meters)          (07/29/02) GPS OBS
 BG5014  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BG5014
 BG5014  HORZ ORDER  -  FIRST
 BG5014  ELLP ORDER  -  FOURTH    CLASS I
 BG5014
 BG5014.The horizontal coordinates were established by GPS observations
 BG5014.and adjusted by the National Geodetic Survey in December 1992..
 BG5014
 BG5014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5014
 BG5014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5014
 BG5014.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5014
 BG5014.The ellipsoidal height was determined by GPS observations
 BG5014.and is referenced to NAD 83.
 BG5014
 BG5014.The geoid height was determined by GEOID03.
 BG5014
 BG5014;                    North         East     Units Scale Factor Converg.
 BG5014;SPC AL W     -    45,654.214   572,641.536   MT  0.99994256   -0 08 38.9
 BG5014;UTM  16      - 3,364,651.249   424,625.935   MT  0.99967009   -0 23 50.2
 BG5014
 BG5014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5014!SPC AL W     -   1.00000140  x   0.99994256  =   0.99994396
 BG5014!UTM  16      -   1.00000140  x   0.99967009  =   0.99967149
 BG5014
 BG5014|---------------------------------------------------------------------|
 BG5014| PID    Reference Object                     Distance      Geod. Az  |
 BG5014|                                                           dddmmss.s |
 BG5014| BG5013 2 19                                376.493 METERS 18148     |
 BG5014|---------------------------------------------------------------------|
 BG5014
 BG5014                          SUPERSEDED SURVEY CONTROL
 BG5014
 BG5014  ELLIP H (12/04/92)   -8.84   (m)                       GP(       ) 4 1
 BG5014  NAD 83(1992)-  30 24 41.60443(N)    087 47 05.09808(W) AD(       ) 1
 BG5014  NGVD 29 (12/04/92)   19.0    (m)           62.     (f) GPS OBS        
 BG5014
 BG5014.Superseded values are not recommended for survey control.
 BG5014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5014.See file dsdata.txt to determine how the superseded data were derived.
 BG5014
 BG5014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2462664651(NAD 83)
 BG5014_MARKER: DD = SURVEY DISK
 BG5014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5014_SP_SET: CONCRETE POST
 BG5014_STAMPING: 2-20 1991
 BG5014_MARK LOGO: ALHD  
 BG5014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5014+STABILITY: SURFACE MOTION
 BG5014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5014+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG5014
 BG5014  HISTORY     - Date     Condition        Report By
 BG5014  HISTORY     - 1991     MONUMENTED       ALHD
 BG5014  HISTORY     - 20050116 GOOD             USPSQD
 BG5014
 BG5014                          STATION DESCRIPTION
 BG5014
 BG5014'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5014'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF A
 BG5014'COUNTY DIRT ROAD, ABOUT 6.00 MI (9.66 KM) WEST OF FOLEY AND ABOUT
 BG5014'10.50 MI (16.90 KM) SOUTHEAST OF FAIRHOPE.
 BG5014'TO REACH THE STATION FROM THE JUNCTION OF U.S. 98 AND ALA 59 (MILE
 BG5014'POST 72.90 ON U. S. 98) IN FOLEY, DRIVE WEST ON U.S. 98 FOR 6.00 MI
 BG5014'(9.66 KM) TO MILE POST 66.90 AND A DIRT ROAD ON THE RIGHT, TURN RIGHT
 BG5014'ON THE DIRT ROAD AND DRIVE NORTH FOR 0.35 MI (0.56 KM) TO THE STATION
 BG5014'ON THE RIGHT.
 BG5014'THE STATION IS LOCATED IN THE FRONT YARD OF MR. GERALD LIPSCOMB, 13.5
 BG5014'FT (4.1 M) EAST OF THE CENTER OF THE DIRT ROAD, 48.6 FT (14.8 M)
 BG5014'NORTH OF A POST WITH A CROSS ARM FOR A SIGN WITH NO SIGN, 84.2 FT
 BG5014'(25.7 M) SOUTH OF A JUNCTION POWER POLE, 93.3 FT (28.4 M) SOUTHEAST
 BG5014'OF A POWER LINE GUY POLE ACROSS THE DIRT ROAD, 100.0 FT (30.5 M)
 BG5014'SOUTH OF THE SOUTHWEST CORNER OF A FENCE, 141.0 FT (43.0 M) WEST OF
 BG5014'THE NORTHWEST CORNER OF THE FRONT PORCH OF A LARGE BRICK HOUSE, AND
 BG5014'SET FLUSH WITH THE GROUND.
 BG5014'STATION 2-19 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5014'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 BG5014'MR. GERALD LIPSCOMB
 BG5014'P. O. BOX 186
 BG5014'MAGNOLIA SPRINGS, ALABAMA 36555
 BG5014'PHONE 205-965-7597 OR 205-965-7033.
 BG5014
 BG5014                          STATION RECOVERY (2005)
 BG5014
 BG5014'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAB)
 BG5014'DIRT ROAD ON WHICH MARK IS FOUND NOW SIGNED AS LIPSCOMB LN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5015 ***********************************************************************
 BG5015  DESIGNATION -  2 21
 BG5015  PID         -  BG5015
 BG5015  STATE/COUNTY-  AL/BALDWIN
 BG5015  USGS QUAD   -  FOLEY (1980)
 BG5015
 BG5015                         *CURRENT SURVEY CONTROL
 BG5015  ___________________________________________________________________
 BG5015* NAD 83(1992)-  30 23 32.19533(N)    087 40 26.55205(W)     ADJUSTED  
 BG5015* NAVD 88     -        21.859  (meters)      71.72   (feet)  ADJUSTED  
 BG5015  ___________________________________________________________________
 BG5015  X           -     223,473.512 (meters)                     COMP
 BG5015  Y           -  -5,501,843.057 (meters)                     COMP
 BG5015  Z           -   3,207,956.071 (meters)                     COMP
 BG5015  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 BG5015  ELLIP HEIGHT-          -5.95  (meters)          (07/29/02) GPS OBS
 BG5015  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BG5015  DYNAMIC HT  -          21.830 (meters)      71.62  (feet)  COMP
 BG5015  MODELED GRAV-     979,332.6   (mgal)                       NAVD 88
 BG5015
 BG5015  HORZ ORDER  -  FIRST
 BG5015  VERT ORDER  -  FIRST     CLASS II
 BG5015  ELLP ORDER  -  FOURTH    CLASS I
 BG5015
 BG5015.The horizontal coordinates were established by GPS observations
 BG5015.and adjusted by the National Geodetic Survey in December 1992..
 BG5015
 BG5015.The orthometric height was determined by differential leveling
 BG5015.and adjusted by the National Geodetic Survey in July 2002..
 BG5015
 BG5015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5015
 BG5015.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5015
 BG5015.The ellipsoidal height was determined by GPS observations
 BG5015.and is referenced to NAD 83.
 BG5015
 BG5015.The geoid height was determined by GEOID03.
 BG5015
 BG5015.The dynamic height is computed by dividing the NAVD 88
 BG5015.geopotential number by the normal gravity value computed on the
 BG5015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG5015.degrees latitude (g = 980.6199 gals.).
 BG5015
 BG5015.The modeled gravity was interpolated from observed gravity values.
 BG5015
 BG5015;                    North         East     Units Scale Factor Converg.
 BG5015;SPC AL W     -    43,496.059   583,274.852   MT  0.99993678   -0 05 17.0
 BG5015;UTM  16      - 3,362,446.767   435,246.654   MT  0.99965173   -0 20 27.7
 BG5015
 BG5015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5015!SPC AL W     -   1.00000093  x   0.99993678  =   0.99993771
 BG5015!UTM  16      -   1.00000093  x   0.99965173  =   0.99965266
 BG5015
 BG5015                          SUPERSEDED SURVEY CONTROL
 BG5015
 BG5015  ELLIP H (12/04/92)   -5.81   (m)                       GP(       ) 4 1
 BG5015  NAD 83(1992)-  30 23 32.21685(N)    087 40 26.55659(W) AD(       ) 1
 BG5015  NGVD 29 (12/04/92)   21.8    (m)           72.     (f) GPS OBS        
 BG5015
 BG5015.Superseded values are not recommended for survey control.
 BG5015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5015.See file dsdata.txt to determine how the superseded data were derived.
 BG5015
 BG5015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3524762447(NAD 83)
 BG5015_MARKER: DD = SURVEY DISK
 BG5015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5015_SP_SET: CONCRETE POST
 BG5015_STAMPING: 2-21 1991
 BG5015_MARK LOGO: ALHD  
 BG5015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5015+STABILITY: SURFACE MOTION
 BG5015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5015+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 BG5015
 BG5015  HISTORY     - Date     Condition        Report By
 BG5015  HISTORY     - 1991     MONUMENTED       ALHD
 BG5015  HISTORY     - 19960228 GOOD             NGS
 BG5015  HISTORY     - 20040317 GOOD             USPSQD
 BG5015
 BG5015                          STATION DESCRIPTION
 BG5015
 BG5015'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5015'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF
 BG5015'BALDWIN COUNTY ROAD NO. 26 (E MICHIGAN AVE) IN SOUTHWEST FOLEY.
 BG5015'TO REACH THE STATION FROM THE JUNCTION OF U.S. 98 AND ALA 59 (MILE
 BG5015'POST 11.25 ON ALA 59) IN FLOEY, DRIVE SOUTH ON ALA 59 FOR 1.00 MI
 BG5015'(1.61 KM) TO MILE POST 10.25 AND BALDWIN COUNTY ROAD NO. 26 (MICHIGAN
 BG5015'AVE)LEFT AND RIGHT AT A TRAFFIC LIGHT, TURN LEFT ON BALDWIN COUNTY
 BG5015'ROAD NO. 26 (E MICHIGAN AVE) AND DRIVE EAST FOR 0.50 MI (0.80 KM) TO
 BG5015'S JUNIPER ST LEFT AND RIGHT AT A FOUR WAY STOP, CONTINUE EAST FOR
 BG5015'0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 BG5015'THE STATION IS 26.2 FT (8.0 M) NORTH OF THE CENTER OF BALDWIN COUNTY
 BG5015'ROAD NO. 26 (E MICHIGAN AVE), 68.5 FT (20.9 M) NORTHWEST OF A SAY NO
 BG5015'TO DRUGS SIGN ACROSS BALDWIN COUNTY ROAD NO. 26, 174.1 FT (53.1 M)
 BG5015'WEST OF TELEPHONE CABLE PEDESTAL NO. E8R 5L 1, 201.2 FT (61.3 M) EAST
 BG5015'OF A LARGE JUNCTION POWER POLE, 232.0 FT (70.7 M) EAST OF THE CENTER
 BG5015'OF S JUNIPER ST, 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST,
 BG5015'AND SET FLUSH WITH THE GROUND.
 BG5015'STATION 2-22 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5015
 BG5015                          STATION RECOVERY (1996)
 BG5015
 BG5015'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BG5015'1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 BG5015'U.S. HIGHWAY 98 IN FOLEY, THENCE 0.9 KM (0.55 MI) EASTERLY ALONG
 BG5015'COUNTY ROAD 26 (EAST MICHIGAN AVENUE), 70.7 M (232.0 FT) EAST OF THE
 BG5015'CENTERLINE OF JUNIPER STREET, 61.2 M (200.8 FT) EAST OF A T-JUNCTION
 BG5015'UTILITY POLE WITH 6 GUY CABLES, 53.1 M (174.2 FT) WEST OF UNDERGROUND
 BG5015'CABLE JUNCTION BOX NUMBER E8R 5L 1, 8.0 M (26.2 FT) NORTH OF THE ROAD
 BG5015'CENTERLINE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, 0.3 M (1.0 FT)
 BG5015'BELOW THE LEVEL OF THE ROAD, AND THE MONUMENT IS RECESSED 0.1 M (0.3
 BG5015'FT) BELOW THE GROUND SURFACE.
 BG5015
 BG5015                          STATION RECOVERY (2004)
 BG5015
 BG5015'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5016 ***********************************************************************
 BG5016  DESIGNATION -  2 22
 BG5016  PID         -  BG5016
 BG5016  STATE/COUNTY-  AL/BALDWIN
 BG5016  USGS QUAD   -  FOLEY (1980)
 BG5016
 BG5016                         *CURRENT SURVEY CONTROL
 BG5016  ___________________________________________________________________
 BG5016* NAD 83(1992)-  30 23 31.68432(N)    087 40 00.12635(W)     ADJUSTED  
 BG5016* NAVD 88     -        19.679  (meters)      64.56   (feet)  ADJUSTED  
 BG5016  ___________________________________________________________________
 BG5016  X           -     224,178.629 (meters)                     COMP
 BG5016  Y           -  -5,501,820.457 (meters)                     COMP
 BG5016  Z           -   3,207,941.394 (meters)                     COMP
 BG5016  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 BG5016  ELLIP HEIGHT-          -8.13  (meters)          (07/29/02) GPS OBS
 BG5016  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BG5016  DYNAMIC HT  -          19.654 (meters)      64.48  (feet)  COMP
 BG5016  MODELED GRAV-     979,332.8   (mgal)                       NAVD 88
 BG5016
 BG5016  HORZ ORDER  -  FIRST
 BG5016  VERT ORDER  -  FIRST     CLASS II
 BG5016  ELLP ORDER  -  FOURTH    CLASS I
 BG5016
 BG5016.The horizontal coordinates were established by GPS observations
 BG5016.and adjusted by the National Geodetic Survey in December 1992..
 BG5016
 BG5016.The orthometric height was determined by differential leveling
 BG5016.and adjusted by the National Geodetic Survey in July 2002..
 BG5016
 BG5016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5016
 BG5016.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5016
 BG5016.The ellipsoidal height was determined by GPS observations
 BG5016.and is referenced to NAD 83.
 BG5016
 BG5016.The geoid height was determined by GEOID03.
 BG5016
 BG5016.The dynamic height is computed by dividing the NAVD 88
 BG5016.geopotential number by the normal gravity value computed on the
 BG5016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG5016.degrees latitude (g = 980.6199 gals.).
 BG5016
 BG5016.The modeled gravity was interpolated from observed gravity values.
 BG5016
 BG5016;                    North         East     Units Scale Factor Converg.
 BG5016;SPC AL W     -    43,479.262   583,980.237   MT  0.99993650   -0 05 03.6
 BG5016;UTM  16      - 3,362,426.863   435,951.756   MT  0.99965061   -0 20 14.3
 BG5016
 BG5016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5016!SPC AL W     -   1.00000128  x   0.99993650  =   0.99993778
 BG5016!UTM  16      -   1.00000128  x   0.99965061  =   0.99965189
 BG5016
 BG5016                          SUPERSEDED SURVEY CONTROL
 BG5016
 BG5016  ELLIP H (12/04/92)   -7.99   (m)                       GP(       ) 4 1
 BG5016  NAD 83(1992)-  30 23 31.70583(N)    087 40 00.13087(W) AD(       ) 1
 BG5016  NGVD 29 (12/04/92)   19.7    (m)           65.     (f) GPS OBS        
 BG5016
 BG5016.Superseded values are not recommended for survey control.
 BG5016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5016.See file dsdata.txt to determine how the superseded data were derived.
 BG5016
 BG5016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3595262427(NAD 83)
 BG5016_MARKER: DD = SURVEY DISK
 BG5016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5016_SP_SET: CONCRETE POST
 BG5016_STAMPING: 2-22 1991
 BG5016_MARK LOGO: ALHD  
 BG5016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5016+STABILITY: SURFACE MOTION
 BG5016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5016+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1996
 BG5016
 BG5016  HISTORY     - Date     Condition        Report By
 BG5016  HISTORY     - 1991     MONUMENTED       ALHD
 BG5016  HISTORY     - 19960228 GOOD             NGS
 BG5016  HISTORY     - 20030402 MARK NOT FOUND   USPSQD
 BG5016
 BG5016                          STATION DESCRIPTION
 BG5016
 BG5016'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5016'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF
 BG5016'BALDWIN COUNTY ROAD NO. 26 (E MICHIGAN AVE) IN SOUTHWEST FOLEY.
 BG5016'TO REACH THE STATION FROM THE JUNCTION OF U.S. 98 AND ALA 59 (MILE
 BG5016'POST 11.25 ON ALA 59) IN FLOEY, DRIVE SOUTH ON ALA 59 FOR 1.00 MI
 BG5016'(1.61 KM) TO MILE POST 10.25 AND BALDWIN COUNTY ROAD NO. 26 (MICHIGAN
 BG5016'AVE) LEFT AND RIGHT AT A TRAFFIC LIGHT, TURN LEFT ON BALDWIN COUNTY
 BG5016'ROAD NO. 26 (E MICHIGAN AVE) AND DRIVE EAST FOR 0.50 MI (0.80 KM) TO
 BG5016'S JUNIPER ST LEFT AND RIGHT AT A FOUR WAY STOP, CONTINUE EAST FOR
 BG5016'0.50 MI (0.80 KM) TO S PECAN ST LEFT AND RIGHT AND THE STATION IN THE
 BG5016'SOUTHWEST QUADRANT OF THE INTERSECTION.
 BG5016'THE STATION IS 24.7 FT (7.5 M) SOUTH OF THE CENTER OF BALDWIN COUNTY
 BG5016'ROAD NO. 26 (E MICHIGAN AVE), 49.0 FT (14.9 M) SOUTHEAST OF A SPEED
 BG5016'LIMIT 30 SIGN ACROSS BALDWIN COUNTY ROAD NO. 26, 65.1 FT (19.8 M)
 BG5016'SOUTH-SOUTHWEST OF W. L. ROBERSON TOMBSTONE ACROSS BALDWIN COUNTY ROAD
 BG5016'NO. 26, 87.7 FT (26.7 M) WEST OF A JUNCTION POWER POLE, 117.0 FT
 BG5016'(35.7 M) WEST OF THE CENTER OF S PECAN ST, 1.5 FT (0.5 M) NORTH OF A
 BG5016'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG5016'STATION 2-21 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5016
 BG5016                          STATION RECOVERY (1996)
 BG5016
 BG5016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BG5016'1.6 KM (1.00 MI) SOUTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 BG5016'U.S. HIGHWAY 98 IN FOLEY, THENCE 1.6 KM (1.00 MI) EASTERLY ALONG
 BG5016'COUNTY ROAD 26 (EAST MICHIGAN AVENUE) , 35.7 M (117.1 FT) WEST OF THE
 BG5016'CENTERLINE OF SOUTH PECAN STREET, 26.7 M (87.6 FT) WEST OF THE CENTER
 BG5016'OF A T-JUNCTION UTILITY POLE, 19.8 M (65.0 FT) SOUTHWEST OF THE W.L.
 BG5016'ROBERSEN HEADSTONE, 7.5 M (24.6 FT) NORTH OF THE ROAD CENTERLINE, 0.5
 BG5016'M (1.6 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 BG5016'THE ROAD, AND THE MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 BG5016
 BG5016                          STATION RECOVERY (2003)
 BG5016
 BG5016'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5016'THE MARKER HAD BEEN LOCATED NEAR A DRAINAGE DITCH, SINCE THEN THE
 BG5016'DITCH HAS BEEN EXCAVATED AND WIDENED ELIMINATING THE MARKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5017 ***********************************************************************
 BG5017  DESIGNATION -  2 23
 BG5017  PID         -  BG5017
 BG5017  STATE/COUNTY-  AL/BALDWIN
 BG5017  USGS QUAD   -  LILLIAN (1987)
 BG5017
 BG5017                         *CURRENT SURVEY CONTROL
 BG5017  ___________________________________________________________________
 BG5017* NAD 83(1992)-  30 24 36.05732(N)    087 26 33.09989(W)     ADJUSTED  
 BG5017* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 BG5017  ___________________________________________________________________
 BG5017  X           -     245,658.113 (meters)                     COMP
 BG5017  Y           -  -5,499,893.119 (meters)                     COMP
 BG5017  Z           -   3,209,647.646 (meters)                     COMP
 BG5017  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 BG5017  ELLIP HEIGHT-         -15.05  (meters)          (07/29/02) GPS OBS
 BG5017  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BG5017
 BG5017  HORZ ORDER  -  FIRST
 BG5017  ELLP ORDER  -  FOURTH    CLASS I
 BG5017
 BG5017.The horizontal coordinates were established by GPS observations
 BG5017.and adjusted by the National Geodetic Survey in December 1992..
 BG5017
 BG5017.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5017
 BG5017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5017
 BG5017.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5017
 BG5017.The ellipsoidal height was determined by GPS observations
 BG5017.and is referenced to NAD 83.
 BG5017
 BG5017.The geoid height was determined by GEOID03.
 BG5017
 BG5017;                    North         East     Units Scale Factor Converg.
 BG5017;SPC AL W     -    45,451.059   605,521.979   MT  0.99993371   +0 01 44.7
 BG5017;SPC FL N     -   159,945.785   317,304.256   MT  0.99995737   -1 28 43.3
 BG5017;SPC FL N     -   524,755.46  1,041,022.38   sFT  0.99995737   -1 28 43.3
 BG5017;UTM  16      - 3,364,302.946   457,495.559   MT  0.99962229   -0 13 26.4
 BG5017
 BG5017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5017!SPC AL W     -   1.00000236  x   0.99993371  =   0.99993607
 BG5017!SPC FL N     -   1.00000236  x   0.99995737  =   0.99995973
 BG5017!UTM  16      -   1.00000236  x   0.99962229  =   0.99962465
 BG5017
 BG5017:                Primary Azimuth Mark                     Grid Az
 BG5017:SPC AL W     -  LILLIAN RESET                            002 03 16.6
 BG5017:SPC FL N     -  LILLIAN RESET                            003 33 44.6
 BG5017:UTM  16      -  LILLIAN RESET                            002 18 27.7
 BG5017
 BG5017|---------------------------------------------------------------------|
 BG5017| PID    Reference Object                     Distance      Geod. Az  |
 BG5017|                                                           dddmmss.s |
 BG5017| BG4002 LILLIAN RESET                       449.450 METERS 0020501.3 |
 BG5017|---------------------------------------------------------------------|
 BG5017
 BG5017                          SUPERSEDED SURVEY CONTROL
 BG5017
 BG5017  ELLIP H (12/04/92)  -14.73   (m)                       GP(       ) 4 1
 BG5017  NAD 83(1992)-  30 24 36.07676(N)    087 26 33.10328(W) AD(       ) 1
 BG5017  NGVD 29 (12/04/92)   12.7    (m)           42.     (f) GPS OBS        
 BG5017
 BG5017.Superseded values are not recommended for survey control.
 BG5017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5017.See file dsdata.txt to determine how the superseded data were derived.
 BG5017
 BG5017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5749664303(NAD 83)
 BG5017_MARKER: DD = SURVEY DISK
 BG5017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5017_SP_SET: CONCRETE POST
 BG5017_STAMPING: 2-23 1991
 BG5017_MARK LOGO: ALHD  
 BG5017_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG5017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5017+STABILITY: SURFACE MOTION
 BG5017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5017+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 BG5017
 BG5017  HISTORY     - Date     Condition        Report By
 BG5017  HISTORY     - 1991     MONUMENTED       ALHD
 BG5017  HISTORY     - 19970206 GOOD             BDE
 BG5017  HISTORY     - 20040317 GOOD             USPSQD
 BG5017
 BG5017                          STATION DESCRIPTION
 BG5017
 BG5017'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5017'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF
 BG5017'NORTH SANTA PIEDRO STREET IN LILLIAN.
 BG5017'TO REACH THE STATION FROM THE JUNCTION OF U.S. 98 AND ALA 59 (MILE
 BG5017'POST 72.90 ON U.S. 98 AND MILE POST 11.25 ON ALA 59) IN FOLEY, DRIVE
 BG5017'EAST ON U.S. 98 FOR 14.65 MI (23.58 KM) TO MILE POST 87.55 AND SANTA
 BG5017'PIEDRO STREET LEFT AND RIGHT, TURN RIGHT ON SOUTH SANTA PIEDRO STREET
 BG5017'AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 BG5017'THE STATION IS 27.0 FT (8.2 M) WEST OF THE CENTER OF SOUTH SANTA
 BG5017'PIEDRO STREET, 30.9 FT (9.4 M) NORTHWEST OF THE NORTHEND OF THE WEST
 BG5017'HEADWALL OF A DOUBLE 30 X 18 INCH CONCRETE PIPE UNDER SOUTH SANTA
 BG5017'PIEDRO STREET, 51.9 FT (15.8 M) WEST OF A TELEPHONE CABLE PEDESTAL
 BG5017'ACROSS THE PAVED STREET, 53.4 FT (16.3 M) WEST OF A POWER POLE WITH
 BG5017'THREE TRANSFORMERS ACROSS THE PAVED STREET, 77.3 FT (23.6 M)
 BG5017'SOUTHEAST OF A NIGHT LIGHT POLE, 86.3 FT (26.3 M) SOUTH-SOUTHEAST OF A
 BG5017'FOURTEEN-INCH PINE TREE IN A YARD, 1.5 FT (0.5 M) EAST OF A CARSONITE
 BG5017'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG5017'TRIANGULATION STATION LILLIAN RESET MAY BE USED AS AN AZIMUTH FOR THIS
 BG5017'STATION.
 BG5017
 BG5017                          STATION RECOVERY (1997)
 BG5017
 BG5017'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (MN)
 BG5017'RECOVERED AS DESCRIBED.
 BG5017
 BG5017                          STATION RECOVERY (2004)
 BG5017
 BG5017'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5018 ***********************************************************************
 BG5018  DESIGNATION -  2 24
 BG5018  PID         -  BG5018
 BG5018  STATE/COUNTY-  AL/BALDWIN
 BG5018  USGS QUAD   -  FOLEY (1980)
 BG5018
 BG5018                         *CURRENT SURVEY CONTROL
 BG5018  ___________________________________________________________________
 BG5018* NAD 83(1992)-  30 27 23.80739(N)    087 40 59.33255(W)     ADJUSTED  
 BG5018* NAVD 88     -        29.874  (meters)      98.01   (feet)  ADJUSTED  
 BG5018  ___________________________________________________________________
 BG5018  X           -     222,453.398 (meters)                     COMP
 BG5018  Y           -  -5,498,276.451 (meters)                     COMP
 BG5018  Z           -   3,214,110.280 (meters)                     COMP
 BG5018  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 BG5018  ELLIP HEIGHT-           1.97  (meters)          (07/29/02) GPS OBS
 BG5018  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BG5018  DYNAMIC HT  -          29.835 (meters)      97.88  (feet)  COMP
 BG5018  MODELED GRAV-     979,334.9   (mgal)                       NAVD 88
 BG5018
 BG5018  HORZ ORDER  -  FIRST
 BG5018  VERT ORDER  -  FIRST     CLASS II
 BG5018  ELLP ORDER  -  FOURTH    CLASS I
 BG5018
 BG5018.The horizontal coordinates were established by GPS observations
 BG5018.and adjusted by the National Geodetic Survey in December 1992..
 BG5018
 BG5018.The orthometric height was determined by differential leveling
 BG5018.and adjusted by the National Geodetic Survey in July 2002..
 BG5018
 BG5018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5018
 BG5018.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5018
 BG5018.The ellipsoidal height was determined by GPS observations
 BG5018.and is referenced to NAD 83.
 BG5018
 BG5018.The geoid height was determined by GEOID03.
 BG5018
 BG5018.The dynamic height is computed by dividing the NAVD 88
 BG5018.geopotential number by the normal gravity value computed on the
 BG5018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG5018.degrees latitude (g = 980.6199 gals.).
 BG5018
 BG5018.The modeled gravity was interpolated from observed gravity values.
 BG5018
 BG5018;                    North         East     Units Scale Factor Converg.
 BG5018;SPC AL W     -    50,629.322   582,411.355   MT  0.99993715   -0 05 34.2
 BG5018;UTM  16      - 3,369,581.746   434,414.926   MT  0.99965306   -0 20 46.6
 BG5018
 BG5018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5018!SPC AL W     -   0.99999969  x   0.99993715  =   0.99993684
 BG5018!UTM  16      -   0.99999969  x   0.99965306  =   0.99965275
 BG5018
 BG5018:                Primary Azimuth Mark                     Grid Az
 BG5018:SPC AL W     -  2 25                                     000 04 37.1
 BG5018:UTM  16      -  2 25                                     000 19 49.5
 BG5018
 BG5018|---------------------------------------------------------------------|
 BG5018| PID    Reference Object                     Distance      Geod. Az  |
 BG5018|                                                           dddmmss.s |
 BG5018| BG5019 2 25                                476.952 METERS 3595902.9 |
 BG5018|---------------------------------------------------------------------|
 BG5018
 BG5018                          SUPERSEDED SURVEY CONTROL
 BG5018
 BG5018  ELLIP H (12/04/92)    2.11   (m)                       GP(       ) 4 1
 BG5018  NAD 83(1992)-  30 27 23.82880(N)    087 40 59.33696(W) AD(       ) 1
 BG5018  NGVD 29 (12/04/92)   29.9    (m)           98.     (f) GPS OBS        
 BG5018
 BG5018.Superseded values are not recommended for survey control.
 BG5018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5018.See file dsdata.txt to determine how the superseded data were derived.
 BG5018
 BG5018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3441569582(NAD 83)
 BG5018_MARKER: DD = SURVEY DISK
 BG5018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5018_SP_SET: CONCRETE POST
 BG5018_STAMPING: 2-24 1991
 BG5018_MARK LOGO: ALHD  
 BG5018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5018+STABILITY: SURFACE MOTION
 BG5018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5018+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BG5018
 BG5018  HISTORY     - Date     Condition        Report By
 BG5018  HISTORY     - 1991     MONUMENTED       ALHD
 BG5018  HISTORY     - 19960228 GOOD             NGS
 BG5018  HISTORY     - 20040316 GOOD             USPSQD
 BG5018
 BG5018                          STATION DESCRIPTION
 BG5018
 BG5018'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5018'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF
 BG5018'BALDWIN COUNTY ROAD NO. 73, ABOUT 3.45 MI (5.55 KM) NORTH OF FOLEY
 BG5018'AND ABOUT 7.25 MI (11.67 KM) SOUTHEAST OF SILVERHILL.
 BG5018'TO REACH THE STATION FROM THE JUNCTION OF U.S. 98 AND ALA 59 (MILE
 BG5018'POST 72.90 ON U.S. 98 AND MILE POST 11.25 ON ALA 59) IN FOLEY, DRIVE
 BG5018'NORTH ON ALA 59 FOR 2.95 MI (4.75 KM) TO MILE POST 14.20 AND BALDWIN
 BG5018'COUNTY ROAD NO. 73 ON THE RIGHT, TURN RIGHT ON BALDWIN COUNTY ROAD
 BG5018'NO. 73 AND DRIVE NORTH FOR 0.55 MI (0.89 KM) TO THE STATION ON THE
 BG5018'RIGHT.
 BG5018'THE STATION IS 2.9 FT (0.9 M) WEST OF A WHITE BOARD FENCE, 34.0 FT
 BG5018'(10.4 M) EAST OF THE CENTERLINE OF BALDWIN COUNTY ROAD NO. 73, 115.4
 BG5018'FT (35.2 M) SOUTH OF A POWER POLE WITH THREE SMALL TRANSFORMERS, 2.9
 BG5018'FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BG5018'GROUND.
 BG5018'STATION 2-25 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5018
 BG5018                          STATION RECOVERY (1996)
 BG5018
 BG5018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BG5018'4.7 KM (2.90 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 BG5018'U.S. HIGHWAY 98 IN FOLEY, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG
 BG5018'COUNTY ROAD 73, 159.0 M (521.7 FT) SOUTH OF THE CENTER OF COUNTY ROAD
 BG5018'28, 35.2 M (115.5 FT) SOUTH OF A UTILITY POLE WITH 3 TRANSFORMERS,
 BG5018'10.4 M (34.1 FT) EAST OF THE ROAD CENTERLINE, 0.9 M (3.0 FT) WEST OF A
 BG5018'WITNESS POST AND FENCE, 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD,
 BG5018'AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 BG5018
 BG5018                          STATION RECOVERY (2004)
 BG5018
 BG5018'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5019 ***********************************************************************
 BG5019  DESIGNATION -  2 25
 BG5019  PID         -  BG5019
 BG5019  STATE/COUNTY-  AL/BALDWIN
 BG5019  USGS QUAD   -  FOLEY (1980)
 BG5019
 BG5019                         *CURRENT SURVEY CONTROL
 BG5019  ___________________________________________________________________
 BG5019* NAD 83(1992)-  30 27 39.29560(N)    087 40 59.33750(W)     ADJUSTED  
 BG5019* NAVD 88     -        31.431  (meters)     103.12   (feet)  ADJUSTED  
 BG5019  ___________________________________________________________________
 BG5019  X           -     222,443.546 (meters)                     COMP
 BG5019  Y           -  -5,498,036.222 (meters)                     COMP
 BG5019  Z           -   3,214,522.201 (meters)                     COMP
 BG5019  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 BG5019  ELLIP HEIGHT-           3.53  (meters)          (07/29/02) GPS OBS
 BG5019  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BG5019  DYNAMIC HT  -          31.389 (meters)     102.98  (feet)  COMP
 BG5019  MODELED GRAV-     979,335.0   (mgal)                       NAVD 88
 BG5019
 BG5019  HORZ ORDER  -  FIRST
 BG5019  VERT ORDER  -  FIRST     CLASS II
 BG5019  ELLP ORDER  -  FOURTH    CLASS I
 BG5019
 BG5019.The horizontal coordinates were established by GPS observations
 BG5019.and adjusted by the National Geodetic Survey in December 1992..
 BG5019
 BG5019.The orthometric height was determined by differential leveling
 BG5019.and adjusted by the National Geodetic Survey in July 2002..
 BG5019
 BG5019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5019
 BG5019.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5019
 BG5019.The ellipsoidal height was determined by GPS observations
 BG5019.and is referenced to NAD 83.
 BG5019
 BG5019.The geoid height was determined by GEOID03.
 BG5019
 BG5019.The dynamic height is computed by dividing the NAVD 88
 BG5019.geopotential number by the normal gravity value computed on the
 BG5019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG5019.degrees latitude (g = 980.6199 gals.).
 BG5019
 BG5019.The modeled gravity was interpolated from observed gravity values.
 BG5019
 BG5019;                    North         East     Units Scale Factor Converg.
 BG5019;SPC AL W     -    51,106.243   582,411.995   MT  0.99993715   -0 05 34.3
 BG5019;UTM  16      - 3,370,058.524   434,417.676   MT  0.99965306   -0 20 46.8
 BG5019
 BG5019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5019!SPC AL W     -   0.99999945  x   0.99993715  =   0.99993660
 BG5019!UTM  16      -   0.99999945  x   0.99965306  =   0.99965251
 BG5019
 BG5019:                Primary Azimuth Mark                     Grid Az
 BG5019:SPC AL W     -  2 24                                     180 04 37.2
 BG5019:UTM  16      -  2 24                                     180 19 49.7
 BG5019
 BG5019|---------------------------------------------------------------------|
 BG5019| PID    Reference Object                     Distance      Geod. Az  |
 BG5019|                                                           dddmmss.s |
 BG5019| BG5018 2 24                                476.952 METERS 1795902.9 |
 BG5019|---------------------------------------------------------------------|
 BG5019
 BG5019                          SUPERSEDED SURVEY CONTROL
 BG5019
 BG5019  ELLIP H (12/04/92)    3.67   (m)                       GP(       ) 4 1
 BG5019  NAD 83(1992)-  30 27 39.31701(N)    087 40 59.34190(W) AD(       ) 1
 BG5019  NGVD 29 (12/04/92)   31.4    (m)          103.     (f) GPS OBS        
 BG5019
 BG5019.Superseded values are not recommended for survey control.
 BG5019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5019.See file dsdata.txt to determine how the superseded data were derived.
 BG5019
 BG5019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3441870059(NAD 83)
 BG5019_MARKER: DD = SURVEY DISK
 BG5019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5019_SP_SET: CONCRETE POST
 BG5019_STAMPING: 2-25 1991
 BG5019_MARK LOGO: ALHD  
 BG5019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5019+STABILITY: SURFACE MOTION
 BG5019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5019+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 BG5019
 BG5019  HISTORY     - Date     Condition        Report By
 BG5019  HISTORY     - 1991     MONUMENTED       ALHD
 BG5019  HISTORY     - 19960228 GOOD             NGS
 BG5019  HISTORY     - 20040316 GOOD             USPSQD
 BG5019
 BG5019                          STATION DESCRIPTION
 BG5019
 BG5019'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5019'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF
 BG5019'BALDWIN COUNTY ROAD NO. 73, ABOUT 3.75 MI (6.03 KM) NORTH OF FOLEY
 BG5019'AND ABOUT 7.05 MI (11.35 KM) SOUTHEAST OF SILVERHILL.
 BG5019'TO REACH THE STATION FROM THE JUNCTION OF U.S. 98 AND ALA 59 (MILE
 BG5019'POST 72.90 ON U.S. 98 AND MILE POST 11.25 ON ALA 59) IN FOLEY, DRIVE
 BG5019'NORTH ON ALA 59 FOR 2.95 MI (4.75 KM) TO MILE POST 14.20 AND BALDWIN
 BG5019'COUNTY ROAD NO. 73 ON THE RIGHT, TURN RIGHT ON BALDWIN COUNTY ROAD
 BG5019'NO. 73 AND DRIVE NORTH FOR 0.85 MI (1.37 KM) TO THE STATION ON THE
 BG5019'RIGHT.
 BG5019'THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND
 BG5019'OF BARBED WIRE ON TREATED WOOD POSTS, 34.5 FT (10.5 M) EAST OF THE
 BG5019'CENTERLINE OF BALDWIN COUNTY ROAD NO. 73, 110.9 FT (33.8 M) SOUTHEAST
 BG5019'OF A POWER POLE ACROSS BALDWIN COUNTY ROAD NO. 73, APPROXIMATELY 80
 BG5019'YARDS NORTH OF A POWER LINE CROSSING TO A BRICK RESIDENCE, 3.1 FT
 BG5019'(0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BG5019'GROUND.
 BG5019'STATION 2-24 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5019
 BG5019                          STATION RECOVERY (1996)
 BG5019
 BG5019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BG5019'4.7 KM (2.90 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 BG5019'U.S. HIGHWAY 98 IN FOLEY, THENCE 1.4 KM (0.85 MI) NORTHERLY ALONG
 BG5019'COUNTY ROAD 73, 318.6 M (1045.3 FT) NORTH OF THE CENTER OF COUNTY ROAD
 BG5019'28, 33.8 M (110.9 FT) SOUTHEAST OF UTILITY POLE NUMBER 43, 10.4 M
 BG5019'(34.1 FT) EAST OF THE ROAD CENTERLINE, 0.9 M (3.0 FT) WEST OF A
 BG5019'WITNESS POST AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD,
 BG5019'AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 BG5019
 BG5019                          STATION RECOVERY (2004)
 BG5019
 BG5019'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5020 ***********************************************************************
 BG5020  DESIGNATION -  2 26
 BG5020  PID         -  BG5020
 BG5020  STATE/COUNTY-  AL/BALDWIN
 BG5020  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG5020
 BG5020                         *CURRENT SURVEY CONTROL
 BG5020  ___________________________________________________________________
 BG5020* NAD 83(1992)-  30 54 09.68092(N)    087 46 59.87819(W)     ADJUSTED  
 BG5020* NAVD 88     -        83.9    (meters)     275.     (feet)  VERTCON   
 BG5020  ___________________________________________________________________
 BG5020  X           -     211,868.001 (meters)                     COMP
 BG5020  Y           -  -5,473,488.608 (meters)                     COMP
 BG5020  Z           -   3,256,669.593 (meters)                     COMP
 BG5020  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 BG5020  ELLIP HEIGHT-          55.55  (meters)          (07/29/02) GPS OBS
 BG5020  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BG5020
 BG5020  HORZ ORDER  -  FIRST
 BG5020  ELLP ORDER  -  FOURTH    CLASS I
 BG5020
 BG5020.The horizontal coordinates were established by GPS observations
 BG5020.and adjusted by the National Geodetic Survey in December 1992..
 BG5020
 BG5020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5020
 BG5020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5020
 BG5020.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5020
 BG5020.The ellipsoidal height was determined by GPS observations
 BG5020.and is referenced to NAD 83.
 BG5020
 BG5020.The geoid height was determined by GEOID03.
 BG5020
 BG5020;                    North         East     Units Scale Factor Converg.
 BG5020;SPC AL W     -   100,099.919   572,918.008   MT  0.99994238   -0 08 43.8
 BG5020;UTM  16      - 3,419,080.328   425,144.545   MT  0.99966912   -0 24 08.3
 BG5020
 BG5020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5020!SPC AL W     -   0.99999128  x   0.99994238  =   0.99993366
 BG5020!UTM  16      -   0.99999128  x   0.99966912  =   0.99966040
 BG5020
 BG5020                          SUPERSEDED SURVEY CONTROL
 BG5020
 BG5020  ELLIP H (12/04/92)   55.65   (m)                       GP(       ) 4 1
 BG5020  NAD 83(1992)-  30 54 09.70270(N)    087 46 59.88452(W) AD(       ) 1
 BG5020  NGVD 29 (12/04/92)   83.9    (m)          275.     (f) GPS OBS        
 BG5020
 BG5020.Superseded values are not recommended for survey control.
 BG5020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5020.See file dsdata.txt to determine how the superseded data were derived.
 BG5020
 BG5020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2514519080(NAD 83)
 BG5020_MARKER: DD = SURVEY DISK
 BG5020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5020_SP_SET: CONCRETE POST
 BG5020_STAMPING: 2-26 1991
 BG5020_MARK LOGO: ALHD  
 BG5020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5020+STABILITY: SURFACE MOTION
 BG5020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5020+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 BG5020
 BG5020  HISTORY     - Date     Condition        Report By
 BG5020  HISTORY     - 1991     MONUMENTED       ALHD
 BG5020  HISTORY     - 19940308 GOOD             ALHD
 BG5020  HISTORY     - 20030801 GOOD             USPSQD
 BG5020  HISTORY     - 20051008 GOOD             USPSQD
 BG5020
 BG5020                          STATION DESCRIPTION
 BG5020
 BG5020'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5020'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF
 BG5020'ALA 287 (HAND AVE) IN NORTH BAY MINETTE.
 BG5020'TO REACH THE STATION FROM THE JUNCTION OF ALA 59 AND ALA 287 (MILE
 BG5020'POST 49.00 ON ALA 59 AND MILE POST 1.95 ON ALA 287, DRIVE SOUTH ON
 BG5020'ALA 287 FOR 0.55 MI (0.89 KM) TO MILE POST 1.40 AND THE STATION ON
 BG5020'THE LEFT.
 BG5020'THE STATION IS LOCATED IN THE FRONT YARD OF 1900 HAND AVENUE, 8.5 FT
 BG5020'(2.6 M) EAST-NORTHEAST OF THE EAST CONCRETE CURB OF ALA 287 (HAND
 BG5020'AVE), 16.0 FT (4.9 M) SOUTH-SOUTHEAST OF THE CENTER OF A PAVED
 BG5020'DRIVEWAY, 30.9 FT (9.4 M) EAST-NORTHEAST OF THE CENTER OF ALA 287
 BG5020'(HAND AVE), 33.1 FT (10.1 M) SOUTH-SOUTHEAST OF A CONCRETE DROP
 BG5020'INLET, 69.5 FT (21.2 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A
 BG5020'LARGE FRAME HOUSE, 82.0 FT (25.0 M) NORTH OF THE CENTER OF THE
 BG5020'JUNCTION OF HAND AVE AND HOSPITAL ST, 96.4 FT (29.4 M)
 BG5020'NORTH-NORTHWEST OF A POWER POLE, AND SET FLUSH WITH THE GROUND.
 BG5020'STATION 2-27 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5020
 BG5020                          STATION RECOVERY (1994)
 BG5020
 BG5020'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 BG5020'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF
 BG5020'ALA 287 (HAND AVE) IN NORTH BAY MINETTE. TO REACH THE STATION FROM THE
 BG5020'JUNCTION OF ALA 59 AND ALA 287 (MILE POST 49.00 ON ALA 59 AND MILE
 BG5020'POST 1.95 ON ALA 287, DRIVE SOUTH ON ALA 287 FOR 0.55 MI (0.89 KM) TO
 BG5020'MILE POST 1.40 AND THE STATION ON THE LEFT. THE STATION IS LOCATED IN
 BG5020'THE FRONT YARD OF 1900 HAND AVENUE, 8.5 FT (2.6 M) EAST-NORTHEAST OF
 BG5020'THE EAST CONCRETE CURB OF ALA 287 (HAND AVE), 16.0 FT (4.9 M)
 BG5020'SOUTH-SOUTHEAST OF THE CENTER OF A PAVED DRIVEWAY, 30.9 FT (9.4 M)
 BG5020'EAST-NORTHEAST OF THE CENTER OF ALA 287 (HAND AVE), 33.1 FT (10.1 M)
 BG5020'SOUTH-SOUTHEAST OF A CONCRETE DROP INLET, 69.5 FT (21.2 M)
 BG5020'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A LARGE FRAME HOUSE, 82.0 FT
 BG5020'(25.0 M) NORTH OF THE CENTER OF THE JUNCTION OF HAND AVE AND HOSPITAL
 BG5020'ST, 96.4 FT (29.4 M) NORTH-NORTHWEST OF A POWER POLE, AND SET FLUSH
 BG5020'WITH THE GROUND. STATION 2-84 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 BG5020'STATION.
 BG5020
 BG5020                          STATION RECOVERY (2003)
 BG5020
 BG5020'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5020'1900 HAND AV IS IN FRONT OF AN APARTMENT COMPLEX AT THIS TIME.
 BG5020
 BG5020                          STATION RECOVERY (2005)
 BG5020
 BG5020'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 BG5020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5022 ***********************************************************************
 BG5022  DESIGNATION -  2 28
 BG5022  PID         -  BG5022
 BG5022  STATE/COUNTY-  AL/BALDWIN
 BG5022  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG5022
 BG5022                         *CURRENT SURVEY CONTROL
 BG5022  ___________________________________________________________________
 BG5022* NAD 83(1992)-  30 57 59.80800(N)    087 45 33.40508(W)     ADJUSTED  
 BG5022* NAVD 88     -        85.2    (meters)     280.     (feet)  VERTCON   
 BG5022  ___________________________________________________________________
 BG5022  X           -     214,020.248 (meters)                     COMP
 BG5022  Y           -  -5,469,759.882 (meters)                     COMP
 BG5022  Z           -   3,262,749.327 (meters)                     COMP
 BG5022  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 BG5022  ELLIP HEIGHT-          56.78  (meters)          (07/29/02) GPS OBS
 BG5022  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BG5022
 BG5022  HORZ ORDER  -  FIRST
 BG5022  ELLP ORDER  -  FOURTH    CLASS I
 BG5022
 BG5022.The horizontal coordinates were established by GPS observations
 BG5022.and adjusted by the National Geodetic Survey in December 1992..
 BG5022
 BG5022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5022
 BG5022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5022
 BG5022.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5022
 BG5022.The ellipsoidal height was determined by GPS observations
 BG5022.and is referenced to NAD 83.
 BG5022
 BG5022.The geoid height was determined by GEOID03.
 BG5022
 BG5022;                    North         East     Units Scale Factor Converg.
 BG5022;SPC AL W     -   107,181.066   575,230.721   MT  0.99994090   -0 08 00.3
 BG5022;UTM  16      - 3,426,149.086   427,488.359   MT  0.99966486   -0 23 26.5
 BG5022
 BG5022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5022!SPC AL W     -   0.99999108  x   0.99994090  =   0.99993198
 BG5022!UTM  16      -   0.99999108  x   0.99966486  =   0.99965595
 BG5022
 BG5022:                Primary Azimuth Mark                     Grid Az
 BG5022:SPC AL W     -  2 29                                     014 41 53.2
 BG5022:UTM  16      -  2 29                                     014 57 19.4
 BG5022
 BG5022|---------------------------------------------------------------------|
 BG5022| PID    Reference Object                     Distance      Geod. Az  |
 BG5022|                                                           dddmmss.s |
 BG5022| BG5023 2 29                                APPROX. 0.6 KM 0143352.9 |
 BG5022|---------------------------------------------------------------------|
 BG5022
 BG5022                          SUPERSEDED SURVEY CONTROL
 BG5022
 BG5022  ELLIP H (12/04/92)   56.88   (m)                       GP(       ) 4 1
 BG5022  NAD 83(1992)-  30 57 59.82964(N)    087 45 33.41134(W) AD(       ) 1
 BG5022  NGVD 29 (12/04/92)   85.1    (m)          279.     (f) GPS OBS        
 BG5022
 BG5022.Superseded values are not recommended for survey control.
 BG5022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5022.See file dsdata.txt to determine how the superseded data were derived.
 BG5022
 BG5022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2748826149(NAD 83)
 BG5022_MARKER: DD = SURVEY DISK
 BG5022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5022_SP_SET: CONCRETE POST
 BG5022_STAMPING: 2-28 1991
 BG5022_MARK LOGO: ALHD  
 BG5022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5022+STABILITY: SURFACE MOTION
 BG5022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5022+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 BG5022
 BG5022  HISTORY     - Date     Condition        Report By
 BG5022  HISTORY     - 1991     MONUMENTED       ALHD
 BG5022  HISTORY     - 20030812 GOOD             USPSQD
 BG5022  HISTORY     - 20051025 GOOD             USPSQD
 BG5022
 BG5022                          STATION DESCRIPTION
 BG5022
 BG5022'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5022'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF
 BG5022'BALDWIN COUNTY ROAD NO. 47, ABOUT 5.75 MI (9.25 KM) NORTH-NORTHEAST
 BG5022'OF BAY MINETTE AND ABOUT 6.10 MI (9.82 KM) EAST-SOUTHEAST OF
 BG5022'STOCKTON.
 BG5022'TO REACH THE STATION FROM EXIT 37 ON I-65, DRIVE NORTH ON BALDWIN
 BG5022'COUNTY ROAD NO. 47 FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.
 BG5022'THE STATION IS 5.0 FT (1.5 M) EAST OF THE CREST OF A 25 FOOT FILL
 BG5022'SLOPE, 21.6 FT (6.6 M) WEST OF THE CENTERLINE OF BALDWIN COUNTY ROAD
 BG5022'NO. 47, 49.5 FT (15.1 M) NORTH OF THE EAST LEG OF A MONTGOMERY AND
 BG5022'MOBILE DIRECTIONAL SIGN, 85.3 FT (26.0 M) SOUTH OF A JUNCTION I-65
 BG5022'SIGN, 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BG5022'WITH THE GROUND.
 BG5022'STATION 2-29 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5022
 BG5022                          STATION RECOVERY (2003)
 BG5022
 BG5022'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5022'WITNESS POST AND SIGN MISSING.
 BG5022
 BG5022                          STATION RECOVERY (2005)
 BG5022
 BG5022'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 BG5022'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5023 ***********************************************************************
 BG5023  DESIGNATION -  2 29
 BG5023  PID         -  BG5023
 BG5023  STATE/COUNTY-  AL/BALDWIN
 BG5023  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG5023
 BG5023                         *CURRENT SURVEY CONTROL
 BG5023  ___________________________________________________________________
 BG5023* NAD 83(1992)-  30 58 17.70578(N)    087 45 28.00829(W)     ADJUSTED  
 BG5023* NAVD 88     -        77.7    (meters)     255.     (feet)  VERTCON   
 BG5023  ___________________________________________________________________
 BG5023  X           -     214,152.012 (meters)                     COMP
 BG5023  Y           -  -5,469,464.411 (meters)                     COMP
 BG5023  Z           -   3,263,218.077 (meters)                     COMP
 BG5023  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 BG5023  ELLIP HEIGHT-          49.25  (meters)          (07/29/02) GPS OBS
 BG5023  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BG5023
 BG5023  HORZ ORDER  -  FIRST
 BG5023  ELLP ORDER  -  FOURTH    CLASS I
 BG5023
 BG5023.The horizontal coordinates were established by GPS observations
 BG5023.and adjusted by the National Geodetic Survey in December 1992..
 BG5023
 BG5023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5023
 BG5023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5023
 BG5023.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5023
 BG5023.The ellipsoidal height was determined by GPS observations
 BG5023.and is referenced to NAD 83.
 BG5023
 BG5023.The geoid height was determined by GEOID03.
 BG5023
 BG5023;                    North         East     Units Scale Factor Converg.
 BG5023;SPC AL W     -   107,731.896   575,375.209   MT  0.99994081   -0 07 57.6
 BG5023;UTM  16      - 3,426,699.110   427,635.279   MT  0.99966459   -0 23 23.9
 BG5023
 BG5023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5023!SPC AL W     -   0.99999227  x   0.99994081  =   0.99993308
 BG5023!UTM  16      -   0.99999227  x   0.99966459  =   0.99965686
 BG5023
 BG5023:                Primary Azimuth Mark                     Grid Az
 BG5023:SPC AL W     -  2 28                                     194 41 53.3
 BG5023:UTM  16      -  2 28                                     194 57 19.6
 BG5023
 BG5023|---------------------------------------------------------------------|
 BG5023| PID    Reference Object                     Distance      Geod. Az  |
 BG5023|                                                           dddmmss.s |
 BG5023| BG5022 2 28                                APPROX. 0.6 KM 1943355.7 |
 BG5023|---------------------------------------------------------------------|
 BG5023
 BG5023                          SUPERSEDED SURVEY CONTROL
 BG5023
 BG5023  ELLIP H (12/04/92)   49.36   (m)                       GP(       ) 4 1
 BG5023  NAD 83(1992)-  30 58 17.72742(N)    087 45 28.01455(W) AD(       ) 1
 BG5023  NGVD 29 (12/04/92)   77.6    (m)          255.     (f) GPS OBS        
 BG5023
 BG5023.Superseded values are not recommended for survey control.
 BG5023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5023.See file dsdata.txt to determine how the superseded data were derived.
 BG5023
 BG5023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2763526699(NAD 83)
 BG5023_MARKER: DD = SURVEY DISK
 BG5023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5023_SP_SET: CONCRETE POST
 BG5023_STAMPING: 2-29 1991
 BG5023_MARK LOGO: ALHD  
 BG5023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5023+STABILITY: SURFACE MOTION
 BG5023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5023+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 BG5023
 BG5023  HISTORY     - Date     Condition        Report By
 BG5023  HISTORY     - 1991     MONUMENTED       ALHD
 BG5023  HISTORY     - 20030812 GOOD             USPSQD
 BG5023  HISTORY     - 20051025 GOOD             USPSQD
 BG5023
 BG5023                          STATION DESCRIPTION
 BG5023
 BG5023'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5023'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF
 BG5023'BALDWIN COUNTY ROAD NO. 47, ABOUT 6.10 MI (9.82 KM) NORTH-NORTHEAST
 BG5023'OF BAY MINETTE AND ABOUT 6.10 MI (9.82 KM) EAST-SOUTHEAST OF
 BG5023'STOCKTON.
 BG5023'TO REACH THE STATION FROM EXIT 37 ON I-65, DRIVE NORTH ON BALDWIN
 BG5023'COUNTY ROAD NO. 47 FOR 0.50 MI (0.80 KM) TO THE STATION ON THE LEFT.
 BG5023'THE STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF A FOUR FOOT BACKSLOPE,
 BG5023'37.6 FT (11.5 M) WEST-NORTHWEST OF THE CENTERLINE OF BALDWIN COUNTY
 BG5023'ROAD NO. 47, 53.9 FT (16.4 M) NORTH-NORTHEAST OF A SMALL MCMILLAN AND
 BG5023'ASSOCIATES REALTORS 937-9546 SIGN, 87.0 FT (26.5 M) WEST-NORTHWEST OF
 BG5023'A POWER POLE ACROSS BALDWIN COUNTY ROAD NO. 47, 128.0 FT (39.0 M)
 BG5023'NORTH OF A TELEPHONE POLE, 1.7 FT (0.5 M) EAST-SOUTHEAST OF A
 BG5023'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG5023'STATION 2-28 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5023
 BG5023                          STATION RECOVERY (2003)
 BG5023
 BG5023'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5023'DELETE SMALL MCMILLAN AND ASSOCIATES REALTORS 937-9546 SIGN.
 BG5023
 BG5023                          STATION RECOVERY (2005)
 BG5023
 BG5023'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 BG5023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2079 ***********************************************************************
 BU2079  DESIGNATION -  2 3
 BU2079  PID         -  BU2079
 BU2079  STATE/COUNTY-  AL/BALDWIN
 BU2079  USGS QUAD   -  VAUGHN (1983)
 BU2079
 BU2079                         *CURRENT SURVEY CONTROL
 BU2079  ___________________________________________________________________
 BU2079* NAD 83(1992)-  31 07 11.59532(N)    087 50 00.73630(W)     ADJUSTED  
 BU2079* NAVD 88     -        35.5    (meters)     116.     (feet)  VERTCON   
 BU2079  ___________________________________________________________________
 BU2079  X           -     206,598.054 (meters)                     COMP
 BU2079  Y           -  -5,461,233.049 (meters)                     COMP
 BU2079  Z           -   3,277,283.485 (meters)                     COMP
 BU2079  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BU2079  ELLIP HEIGHT-           7.11  (meters)          (07/29/02) GPS OBS
 BU2079  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BU2079
 BU2079  HORZ ORDER  -  FIRST
 BU2079  ELLP ORDER  -  FOURTH    CLASS I
 BU2079
 BU2079.The horizontal coordinates were established by GPS observations
 BU2079.and adjusted by the National Geodetic Survey in December 1992..
 BU2079
 BU2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2079
 BU2079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2079
 BU2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2079
 BU2079.The ellipsoidal height was determined by GPS observations
 BU2079.and is referenced to NAD 83.
 BU2079
 BU2079.The geoid height was determined by GEOID03.
 BU2079
 BU2079;                    North         East     Units Scale Factor Converg.
 BU2079;SPC AL W     -   124,192.501   568,187.671   MT  0.99994581   -0 10 20.6
 BU2079;UTM  16      - 3,443,187.411   420,523.835   MT  0.99967791   -0 25 51.0
 BU2079
 BU2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2079!SPC AL W     -   0.99999888  x   0.99994581  =   0.99994469
 BU2079!UTM  16      -   0.99999888  x   0.99967791  =   0.99967679
 BU2079
 BU2079:                Primary Azimuth Mark                     Grid Az
 BU2079:SPC AL W     -  2 2                                      194 04 57.8
 BU2079:UTM  16      -  2 2                                      194 20 28.2
 BU2079
 BU2079|---------------------------------------------------------------------|
 BU2079| PID    Reference Object                     Distance      Geod. Az  |
 BU2079|                                                           dddmmss.s |
 BU2079| BU2078 2 2                                 464.127 METERS 1935437.2 |
 BU2079|---------------------------------------------------------------------|
 BU2079
 BU2079                          SUPERSEDED SURVEY CONTROL
 BU2079
 BU2079  ELLIP H (12/04/92)    7.18   (m)                       GP(       ) 4 1
 BU2079  NAD 83(1992)-  31 07 11.61475(N)    087 50 00.74091(W) AD(       ) 1
 BU2079  NGVD 29 (12/04/92)   35.5    (m)          116.     (f) GPS OBS        
 BU2079
 BU2079.Superseded values are not recommended for survey control.
 BU2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2079.See file dsdata.txt to determine how the superseded data were derived.
 BU2079
 BU2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2052443187(NAD 83)
 BU2079_MARKER: DD = SURVEY DISK
 BU2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2079_SP_SET: CONCRETE POST
 BU2079_STAMPING: 2-3 1991
 BU2079_MARK LOGO: ALHD  
 BU2079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2079+STABILITY: SURFACE MOTION
 BU2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2079+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2079
 BU2079  HISTORY     - Date     Condition        Report By
 BU2079  HISTORY     - 1991     MONUMENTED       ALHD
 BU2079  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 BU2079
 BU2079                          STATION DESCRIPTION
 BU2079
 BU2079'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2079'THE STATION IS LOCATED IN BALDWIN COUNTY ON PROPERTY OWNED BY SCOTT
 BU2079'PAPER COMPANY, ABOUT 4.20 MI (6.76 KM) SOUTH-SOUTHWEST OF TENSAW AND
 BU2079'ABOUT 8.60 MI (13.84 KM) NORTH-NORTHEAST OF STOCKTON.
 BU2079'TO REACH THE STATION FROM EXIT 34 ON I-65 (MILE POST 52.80 ON ALA 59),
 BU2079'DRIVE NORTH ON ALA 59 FOR 12.70 MI (20.44 KM) TO MILE POST 65.50 AND
 BU2079'A PAVED COUNTY ROAD ON THE LEFT AT A PIPE LINE CROSSING, TURN LEFT ON
 BU2079'THE PAVED COUNTY ROAD AND DRIVE WEST FOR 0.30 MI (0.48 KM) TO A PIPE
 BU2079'LINE CROSSING AT A SHARP CURVE TO THE RIGHT, TURN RIGHT AND THEN LEFT
 BU2079'ON THE PAVED COUNTY ROAD FOR 0.30 MI (0.48 KM) TO A WOODS ROAD TO THE
 BU2079'LEFT JUST BEFORE REACHING ANOTHER SHARP CURVE TO THE RIGHT, BEAR LEFT
 BU2079'ON THE WOODS ROAD AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO THE
 BU2079'STATION ON THE RIGHT ON TOP OF A SMALL HILL.
 BU2079'THE STATION IS 15.0 FT (4.6 M) WEST OF THE CENTER OF THE WOODS ROAD,
 BU2079'168.6 FT (51.4 M) SOUTH OF AN ANGLE POWER POLE BESIDE THE PAVED
 BU2079'COUNTY ROAD, 171.0 FT (52.1 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 BU2079'PAVED COUNTY ROAD, 1.8 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS
 BU2079'POST, AND SET FLUSH WITH THE GROUND.
 BU2079'STATION 2-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2079
 BU2079                          STATION RECOVERY (2004)
 BU2079
 BU2079'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BU2079'WITNESS POST MISSING,LOCATION SITE FOUND BUT NOT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2155 ***********************************************************************
 AA2155  DESIGNATION -  2 32
 AA2155  PID         -  AA2155
 AA2155  STATE/COUNTY-  AL/BALDWIN
 AA2155  USGS QUAD   -  BON SECOUR BAY (1985)
 AA2155
 AA2155                         *CURRENT SURVEY CONTROL
 AA2155  ___________________________________________________________________
 AA2155* NAD 83(1992)-  30 20 04.00889(N)    087 46 04.77096(W)     ADJUSTED  
 AA2155* NAVD 88     -         8.6    (meters)      28.     (feet)  VERTCON   
 AA2155  ___________________________________________________________________
 AA2155  X           -     214,577.435 (meters)                     COMP
 AA2155  Y           -  -5,505,428.857 (meters)                     COMP
 AA2155  Z           -   3,202,417.849 (meters)                     COMP
 AA2155  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AA2155  ELLIP HEIGHT-         -19.14  (meters)          (07/29/02) GPS OBS
 AA2155  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AA2155
 AA2155  HORZ ORDER  -  FIRST
 AA2155  ELLP ORDER  -  FOURTH    CLASS I
 AA2155
 AA2155.The horizontal coordinates were established by GPS observations
 AA2155.and adjusted by the National Geodetic Survey in December 1994..
 AA2155
 AA2155.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2155
 AA2155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2155
 AA2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2155
 AA2155.The ellipsoidal height was determined by GPS observations
 AA2155.and is referenced to NAD 83.
 AA2155
 AA2155.The geoid height was determined by GEOID03.
 AA2155
 AA2155;                    North         East     Units Scale Factor Converg.
 AA2155;SPC AL W     -    37,103.167   574,231.271   MT  0.99994152   -0 08 07.3
 AA2155;UTM  16      - 3,356,095.610   426,177.497   MT  0.99966723   -0 23 16.4
 AA2155
 AA2155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2155!SPC AL W     -   1.00000301  x   0.99994152  =   0.99994453
 AA2155!UTM  16      -   1.00000301  x   0.99966723  =   0.99967023
 AA2155
 AA2155:                Primary Azimuth Mark                     Grid Az
 AA2155:SPC AL W     -  2 33                                     000 09 47.1
 AA2155:UTM  16      -  2 33                                     000 24 56.2
 AA2155
 AA2155|---------------------------------------------------------------------|
 AA2155| PID    Reference Object                     Distance      Geod. Az  |
 AA2155|                                                           dddmmss.s |
 AA2155| AA2156 2 33                                APPROX. 0.6 KM 0000139.8 |
 AA2155|---------------------------------------------------------------------|
 AA2155
 AA2155                          SUPERSEDED SURVEY CONTROL
 AA2155
 AA2155  ELLIP H (12/16/94)  -19.00   (m)                       GP(       ) 3 2
 AA2155  NGVD 29 (12/16/94)    8.6    (m)           28.     (f) GPS OBS        
 AA2155
 AA2155.Superseded values are not recommended for survey control.
 AA2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2155.See file dsdata.txt to determine how the superseded data were derived.
 AA2155
 AA2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2617756096(NAD 83)
 AA2155_MARKER: DD = SURVEY DISK
 AA2155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2155_SP_SET: CONCRETE POST
 AA2155_STAMPING: 2-32 1993
 AA2155_MARK LOGO: ALHD  
 AA2155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2155+STABILITY: SURFACE MOTION
 AA2155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2155+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AA2155
 AA2155  HISTORY     - Date     Condition        Report By
 AA2155  HISTORY     - 1993     MONUMENTED       ALHD
 AA2155  HISTORY     - 20040317 GOOD             USPSQD
 AA2155
 AA2155                          STATION DESCRIPTION
 AA2155
 AA2155'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2155'THE STATION IS IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF BALDWIN
 AA2155'COUNTY ROAD 49 ABOUT 6.50 MI (10.46 KM) NORTHWEST OF GULF SHORES AND
 AA2155'ABOUT 7.10 MI (11.43 KM) SOUTHWEST OF FOLEY. TO REACH THE STATION FROM
 AA2155'THE JUNCTION OF AL 59 AND U.S. 98 (MILEPOST 11.24 ON AL 59 AND
 AA2155'MILEPOST 72.90 ON U.S. 98) IN FOLEY, DRIVE SOUTH ON AL 59 FOR 3.50 MI
 AA2155'(5.63 KM) TO MILEPOST 7.75 AND BALDWIN COUNTY ROAD 12 LEFT AND RIGHT.
 AA2155'TURN RIGHT ON BALDWIN COUNTY ROAD 12 AND DRIVE WEST FOR 2.05 MI (3.30
 AA2155'KM) TO A FOUR WAY STOP WITH BALDWIN COUNTY ROAD 65 LEFT AND RIGHT.
 AA2155'CONTINUE WEST ON BALDWIN COUNTY ROAD 12 FOR 3.05 MI (4.91 KM) TO
 AA2155'ANOTHER FOUR WAY STOP WITH BALDWIN COUNTY ROAD 49 LEFT AND RIGHT. TURN
 AA2155'LEFT ON BALDWIN COUNTY ROAD 49 AND DRIVE SOUTH FOR 1.50 MI (2.41 KM)
 AA2155'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST OF A
 AA2155'FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 33.9 FT (10.3 M)
 AA2155'WEST OF THE CENTERLINE OF BALDWIN COUNTY ROAD 49, 174.5 FT (53.2 M)
 AA2155'NORTH OF A POWER POLE WITH ONE TRANSFORMER, 2.8 FT (0.9 M) EAST OF A
 AA2155'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-33
 AA2155'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2155
 AA2155                          STATION RECOVERY (2004)
 AA2155
 AA2155'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2156 ***********************************************************************
 AA2156  DESIGNATION -  2 33
 AA2156  PID         -  AA2156
 AA2156  STATE/COUNTY-  AL/BALDWIN
 AA2156  USGS QUAD   -  BON SECOUR BAY (1985)
 AA2156
 AA2156                         *CURRENT SURVEY CONTROL
 AA2156  ___________________________________________________________________
 AA2156* NAD 83(1992)-  30 20 24.64828(N)    087 46 04.75945(W)     ADJUSTED  
 AA2156* NAVD 88     -        10.2    (meters)      33.     (feet)  VERTCON   
 AA2156  ___________________________________________________________________
 AA2156  X           -     214,565.295 (meters)                     COMP
 AA2156  Y           -  -5,505,109.493 (meters)                     COMP
 AA2156  Z           -   3,202,967.218 (meters)                     COMP
 AA2156  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AA2156  ELLIP HEIGHT-         -17.49  (meters)          (07/29/02) GPS OBS
 AA2156  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AA2156
 AA2156  HORZ ORDER  -  FIRST
 AA2156  ELLP ORDER  -  FOURTH    CLASS I
 AA2156
 AA2156.The horizontal coordinates were established by GPS observations
 AA2156.and adjusted by the National Geodetic Survey in December 1994..
 AA2156
 AA2156.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2156
 AA2156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2156
 AA2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2156
 AA2156.The ellipsoidal height was determined by GPS observations
 AA2156.and is referenced to NAD 83.
 AA2156
 AA2156.The geoid height was determined by GEOID03.
 AA2156
 AA2156;                    North         East     Units Scale Factor Converg.
 AA2156;SPC AL W     -    37,738.695   574,233.080   MT  0.99994152   -0 08 07.3
 AA2156;UTM  16      - 3,356,730.949   426,182.106   MT  0.99966722   -0 23 16.6
 AA2156
 AA2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2156!SPC AL W     -   1.00000275  x   0.99994152  =   0.99994427
 AA2156!UTM  16      -   1.00000275  x   0.99966722  =   0.99966997
 AA2156
 AA2156:                Primary Azimuth Mark                     Grid Az
 AA2156:SPC AL W     -  2 32                                     180 09 47.1
 AA2156:UTM  16      -  2 32                                     180 24 56.4
 AA2156
 AA2156|---------------------------------------------------------------------|
 AA2156| PID    Reference Object                     Distance      Geod. Az  |
 AA2156|                                                           dddmmss.s |
 AA2156| AA2155 2 32                                APPROX. 0.6 KM 1800139.8 |
 AA2156|---------------------------------------------------------------------|
 AA2156
 AA2156                          SUPERSEDED SURVEY CONTROL
 AA2156
 AA2156  ELLIP H (12/16/94)  -17.35   (m)                       GP(       ) 3 2
 AA2156  NGVD 29 (12/16/94)   10.2    (m)           33.     (f) GPS OBS        
 AA2156
 AA2156.Superseded values are not recommended for survey control.
 AA2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2156.See file dsdata.txt to determine how the superseded data were derived.
 AA2156
 AA2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2618256731(NAD 83)
 AA2156_MARKER: DD = SURVEY DISK
 AA2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2156_SP_SET: CONCRETE POST
 AA2156_STAMPING: 2-33 1993
 AA2156_MARK LOGO: ALHD  
 AA2156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2156+STABILITY: SURFACE MOTION
 AA2156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2156+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AA2156
 AA2156  HISTORY     - Date     Condition        Report By
 AA2156  HISTORY     - 1993     MONUMENTED       ALHD
 AA2156  HISTORY     - 20040317 GOOD             USPSQD
 AA2156
 AA2156                          STATION DESCRIPTION
 AA2156
 AA2156'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2156'THE STATION IS IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF BALDWIN
 AA2156'COUNTY ROAD 49 ABOUT 6.75 MI (10.86 KM) NORTHWEST OF GULF SHORES AND
 AA2156'ABOUT 6.80 MI (10.94 KM) SOUTHWEST OF FOLEY. TO REACH THE STATION FROM
 AA2156'THE JUNCTION OF AL 59 AND U.S. 98 (MILEPOST 11.24 ON AL 59 AND
 AA2156'MILEPOST 72.90 ON U.S. 98) IN FOLEY, DRIVE SOUTH ON AL 59 FOR 3.50 MI
 AA2156'(5.63 KM) TO MILEPOST 7.75 AND BALDWIN COUNTY ROAD 12 LEFT AND RIGHT.
 AA2156'TURN RIGHT ON BALDWIN COUNTY ROAD 12 AND DRIVE WEST FOR 2.05 MI (3.30
 AA2156'KM) TO A FOUR WAY STOP WITH BALDWIN COUNTY ROAD 65 LEFT AND RIGHT.
 AA2156'CONTINUE WEST ON BALDWIN COUNTY ROAD 12 FOR 3.05 MI (4.91 KM) TO
 AA2156'ANOTHER FOUR WAY STOP WITH BALDWIN COUNTY ROAD 49 LEFT AND RIGHT. TURN
 AA2156'LEFT ON BALDWIN COUNTY ROAD 49 AND DRIVE SOUTH FOR 1.10 MI (1.77 KM)
 AA2156'TO THE STATION ON THE RIGHT. THE STATION IS 4.0 FT (1.2 M) EAST OF A
 AA2156'FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 34.2 FT (10.4 M)
 AA2156'WEST OF THE CENTERLINE OF BALDWIN COUNTY ROAD 49, 110.2 FT (33.6 M)
 AA2156'SOUTH OF A POWER POLE WITH ONE TRANSFORMER, 216.7 FT (66.1 M) NORTH OF
 AA2156'A POWER POLE, 241.0 FT (73.5 M) SOUTH OF A BALDWIN COUNTY ROAD 16
 AA2156'RIGHT SIGN ACROSS THE ROAD, 4.3 FT (1.3 M) EAST OF A CARSONITE WITNESS
 AA2156'POST AND SET FLUSH WITH THE GROUND. STATION 2-32 1993 MAY BE USED AS
 AA2156'AN AZIMUTH FOR THIS STATION.
 AA2156
 AA2156                          STATION RECOVERY (2004)
 AA2156
 AA2156'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2157 ***********************************************************************
 AA2157  DESIGNATION -  2 34
 AA2157  PID         -  AA2157
 AA2157  STATE/COUNTY-  AL/BALDWIN
 AA2157  USGS QUAD   -  GULF SHORES (1980)
 AA2157
 AA2157                         *CURRENT SURVEY CONTROL
 AA2157  ___________________________________________________________________
 AA2157* NAD 83(1992)-  30 20 27.60948(N)    087 40 36.96624(W)     ADJUSTED  
 AA2157* NAVD 88     -        11.695  (meters)      38.37   (feet)  ADJUSTED  
 AA2157  ___________________________________________________________________
 AA2157  X           -     223,311.848 (meters)                     COMP
 AA2157  Y           -  -5,504,716.749 (meters)                     COMP
 AA2157  Z           -   3,203,046.628 (meters)                     COMP
 AA2157  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AA2157  ELLIP HEIGHT-         -16.08  (meters)          (07/29/02) GPS OBS
 AA2157  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA2157  DYNAMIC HT  -          11.679 (meters)      38.32  (feet)  COMP
 AA2157  MODELED GRAV-     979,330.9   (mgal)                       NAVD 88
 AA2157
 AA2157  HORZ ORDER  -  FIRST
 AA2157  VERT ORDER  -  FIRST     CLASS II
 AA2157  ELLP ORDER  -  FOURTH    CLASS I
 AA2157
 AA2157.The horizontal coordinates were established by GPS observations
 AA2157.and adjusted by the National Geodetic Survey in December 1994..
 AA2157
 AA2157.The orthometric height was determined by differential leveling
 AA2157.and adjusted by the National Geodetic Survey in July 2002..
 AA2157
 AA2157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2157
 AA2157.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2157
 AA2157.The ellipsoidal height was determined by GPS observations
 AA2157.and is referenced to NAD 83.
 AA2157
 AA2157.The geoid height was determined by GEOID03.
 AA2157
 AA2157.The dynamic height is computed by dividing the NAVD 88
 AA2157.geopotential number by the normal gravity value computed on the
 AA2157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2157.degrees latitude (g = 980.6199 gals.).
 AA2157
 AA2157.The modeled gravity was interpolated from observed gravity values.
 AA2157
 AA2157;                    North         East     Units Scale Factor Converg.
 AA2157;SPC AL W     -    37,812.706   582,987.983   MT  0.99993690   -0 05 21.8
 AA2157;UTM  16      - 3,356,766.354   434,934.803   MT  0.99965223   -0 20 31.1
 AA2157
 AA2157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2157!SPC AL W     -   1.00000253  x   0.99993690  =   0.99993943
 AA2157!UTM  16      -   1.00000253  x   0.99965223  =   0.99965475
 AA2157
 AA2157                          SUPERSEDED SURVEY CONTROL
 AA2157
 AA2157  ELLIP H (12/16/94)  -15.94   (m)                       GP(       ) 3 2
 AA2157  NGVD 29 (12/16/94)   11.6    (m)           38.     (f) GPS OBS        
 AA2157
 AA2157.Superseded values are not recommended for survey control.
 AA2157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2157.See file dsdata.txt to determine how the superseded data were derived.
 AA2157
 AA2157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3493556766(NAD 83)
 AA2157_MARKER: DD = SURVEY DISK
 AA2157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2157_SP_SET: CONCRETE POST
 AA2157_STAMPING: 2-34 1993
 AA2157_MARK LOGO: ALHD  
 AA2157_PROJECTION: FLUSH
 AA2157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2157+STABILITY: SURFACE MOTION
 AA2157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2157+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1996
 AA2157
 AA2157  HISTORY     - Date     Condition        Report By
 AA2157  HISTORY     - 1993     MONUMENTED       ALHD
 AA2157  HISTORY     - 19960228 GOOD             NGS
 AA2157  HISTORY     - 19960824 GOOD             BROOKS
 AA2157  HISTORY     - 20030401 MARK NOT FOUND   USPSQD
 AA2157
 AA2157                          STATION DESCRIPTION
 AA2157
 AA2157'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2157'THE STATION IS IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF BALDWIN
 AA2157'COUNTY ROAD 10 ABOUT 4.45 MI (7.16 KM) NORTH OF GULF SHORES AND ABOUT
 AA2157'4.55 MI (7.32 KM) SOUTH OF FOLEY. TO REACH THE STATION FROM THE
 AA2157'JUNCTION OF U.S. 98 AND AL 59 (MILEPOST 72.90 ON U.S. 98 AND MILEPOST
 AA2157'11.24 ON AL 59) IN FOLEY, DRIVE SOUTH ON AL 59 FOR 4.55 MI (7.32 KM)
 AA2157'TO MILEPOST 6.70 AND BALDWIN COUNTY ROAD 10 LEFT AND RIGHT. TURN LEFT
 AA2157'ON BALDWIN COUNTY ROAD 10 AND DRIVE EAST FOR 0.40 MI (0.64 KM) TO THE
 AA2157'STATION ON THE RIGHT. THE STATION IS 27.1 FT (8.3 M) SOUTH OF THE
 AA2157'CENTERLINE OF BALDWIN COUNTY ROAD 10, 134.5 FT (41.0 M) WEST OF A HIGH
 AA2157'VOLTAGE POWER POLE, 144.0 FT (43.9 M) EAST OF A HIGH VOLTAGE POWER
 AA2157'POLE, 211.9 FT (64.6 M) WEST-SOUTHWEST OF A BLACK METAL MAILBOX ON AN
 AA2157'EIGHT-INCH TREATED WOOD POST AND THREE ONE BY FOUR BOARDS, 227.0 FT
 AA2157'(69.2 M) WEST-SOUTHWEST OF THE CENTER OF A DIRT DRIVEWAY ACROSS THE
 AA2157'ROAD, 1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH
 AA2157'WITH THE GROUND. STATION 2-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2157'STATION.
 AA2157
 AA2157                          STATION RECOVERY (1996)
 AA2157
 AA2157'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA2157'8.5 KM (5.30 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 AA2157'STATE HIGHWAY 180 IN GULF SHORES, THENCE 0.6 KM (0.35 MI) EASTERLY
 AA2157'ALONG COUNTY ROAD 10, 40.8 M (133.9 FT) WEST OF UTILITY POLE NUMBER
 AA2157'92, 8.0 M (26.2 FT) SOUTH OF THE ROAD CENTERLINE, 0.6 M (2.0 FT) NORTH
 AA2157'OF A WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 AA2157'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AA2157
 AA2157                          STATION RECOVERY (1996)
 AA2157
 AA2157'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (TB)
 AA2157'CONDITION IS GOOD.  GOOD FOR GPS.
 AA2157
 AA2157                          STATION RECOVERY (2003)
 AA2157
 AA2157'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2157'MARK NOT FOUND DUE TO CREEK BANK WASHED OUT OVER THE YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2158 ***********************************************************************
 AA2158  DESIGNATION -  2 35
 AA2158  PID         -  AA2158
 AA2158  STATE/COUNTY-  AL/BALDWIN
 AA2158  USGS QUAD   -  GULF SHORES (1980)
 AA2158
 AA2158                         *CURRENT SURVEY CONTROL
 AA2158  ___________________________________________________________________
 AA2158* NAD 83(1992)-  30 20 28.13857(N)    087 40 11.69421(W)     ADJUSTED  
 AA2158* NAVD 88     -        13.969  (meters)      45.83   (feet)  ADJUSTED  
 AA2158  ___________________________________________________________________
 AA2158  X           -     223,986.041 (meters)                     COMP
 AA2158  Y           -  -5,504,683.081 (meters)                     COMP
 AA2158  Z           -   3,203,061.836 (meters)                     COMP
 AA2158  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA2158  ELLIP HEIGHT-         -13.81  (meters)          (07/29/02) GPS OBS
 AA2158  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA2158  DYNAMIC HT  -          13.951 (meters)      45.77  (feet)  COMP
 AA2158  MODELED GRAV-     979,331.0   (mgal)                       NAVD 88
 AA2158
 AA2158  HORZ ORDER  -  FIRST
 AA2158  VERT ORDER  -  FIRST     CLASS II
 AA2158  ELLP ORDER  -  FOURTH    CLASS I
 AA2158
 AA2158.The horizontal coordinates were established by GPS observations
 AA2158.and adjusted by the National Geodetic Survey in December 1994..
 AA2158
 AA2158.The orthometric height was determined by differential leveling
 AA2158.and adjusted by the National Geodetic Survey in July 2002..
 AA2158
 AA2158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2158
 AA2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2158
 AA2158.The ellipsoidal height was determined by GPS observations
 AA2158.and is referenced to NAD 83.
 AA2158
 AA2158.The geoid height was determined by GEOID03.
 AA2158
 AA2158.The dynamic height is computed by dividing the NAVD 88
 AA2158.geopotential number by the normal gravity value computed on the
 AA2158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2158.degrees latitude (g = 980.6199 gals.).
 AA2158
 AA2158.The modeled gravity was interpolated from observed gravity values.
 AA2158
 AA2158;                    North         East     Units Scale Factor Converg.
 AA2158;SPC AL W     -    37,827.965   583,662.971   MT  0.99993662   -0 05 09.0
 AA2158;UTM  16      - 3,356,778.635   435,609.659   MT  0.99965115   -0 20 18.3
 AA2158
 AA2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2158!SPC AL W     -   1.00000217  x   0.99993662  =   0.99993879
 AA2158!UTM  16      -   1.00000217  x   0.99965115  =   0.99965332
 AA2158
 AA2158                          SUPERSEDED SURVEY CONTROL
 AA2158
 AA2158  ELLIP H (12/16/94)  -13.66   (m)                       GP(       ) 3 2
 AA2158  NGVD 29 (12/16/94)   13.9    (m)           46.     (f) GPS OBS        
 AA2158
 AA2158.Superseded values are not recommended for survey control.
 AA2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2158.See file dsdata.txt to determine how the superseded data were derived.
 AA2158
 AA2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3561056779(NAD 83)
 AA2158_MARKER: DD = SURVEY DISK
 AA2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2158_SP_SET: CONCRETE POST
 AA2158_STAMPING: 2-35 1993
 AA2158_MARK LOGO: ALHD  
 AA2158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2158+STABILITY: SURFACE MOTION
 AA2158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2158+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2004
 AA2158
 AA2158  HISTORY     - Date     Condition        Report By
 AA2158  HISTORY     - 1993     MONUMENTED       ALHD
 AA2158  HISTORY     - 19960228 GOOD             NGS
 AA2158  HISTORY     - 20030402 GOOD             USPSQD
 AA2158  HISTORY     - 20040419 GOOD             USPSQD
 AA2158  HISTORY     - 20050708 GOOD             USPSQD
 AA2158
 AA2158                          STATION DESCRIPTION
 AA2158
 AA2158'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2158'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF BALDWIN
 AA2158'COUNTY ROAD 10 ABOUT 4.60 MI (7.40 KM) NORTH OF GULF SHORES AND ABOUT
 AA2158'4.50 MI (7.24 KM) SOUTH OF FOLEY. TO REACH THE STATION FROM THE
 AA2158'JUNCTION OF U.S. 98 AND AL 59 (MILEPOST 72.90 ON U.S. 98 AND MILEPOST
 AA2158'11.24 ON AL 59) IN FOLEY, DRIVE SOUTH ON AL 59 FOR 4.55 MI (7.32 KM)
 AA2158'TO MILEPOST 6.70 AND BALDWIN COUNTY ROAD 10 LEFT AND RIGHT. TURN LEFT
 AA2158'ON BALDWIN COUNTY ROAD 10 AND DRIVE EAST FOR 0.80 MI (1.29 KM) TO THE
 AA2158'STATION ON THE LEFT. THE STATION IS 2.0 FT (0.6 M) SOUTH OF AN
 AA2158'ALUMINUM WHITE BOARD FENCE, 3.2 FT (1.0 M) SOUTHWEST OF A SIX FOOT
 AA2158'TREATED WOOD POST AT THE EAST END OF THE ALUMINUM WHITE BOARD FENCE,
 AA2158'4.5 FT (1.4 M) NORTH-NORTHWEST OF THE TOP OF THE EAST END OF A TWENTY
 AA2158'FOUR-INCH DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY LEADING TO A BRICK
 AA2158'HOME, 9.0 FT (2.7 M) NORTH OF A WOODEN MAILBOX ON A FOUR BY FOUR
 AA2158'TREATED WOOD POST (J.J. MARTIN), 9.0 FT (2.7 M) EAST OF THE CENTER OF
 AA2158'A GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE, 22.6 FT (6.9 M)
 AA2158'EAST-NORTHEAST OF THE TOP OF THE WEST END OF A TWENTY FOUR-INCH
 AA2158'DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY LEADING TO A BRICK HOME, 2.3 FT
 AA2158'(0.7 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2158'GROUND. STATION 2-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2158
 AA2158                          STATION RECOVERY (1996)
 AA2158
 AA2158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA2158'8.5 KM (5.30 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 AA2158'STATE HIGHWAY 180 IN GULF SHORES, THENCE 1.3 KM (0.80 MI) EASTERLY
 AA2158'ALONG COUNTY ROAD 10, 7.4 M (24.3 FT) NORTH OF THE ROAD CENTERLINE,
 AA2158'2.8 M (9.2 FT) EAST OF THE CENTER OF THE MOST EASTERLY OF 2 DRIVEWAYS
 AA2158'LEADING TO HOUSE NUMBER 20751, 0.6 M (2.0 FT) SOUTH OF A WITNESS POST
 AA2158'AND FENCE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE ROAD, AND THE
 AA2158'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AA2158
 AA2158                          STATION RECOVERY (2003)
 AA2158
 AA2158'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2158'RECOVERED IN GOOD CONDITION.
 AA2158
 AA2158                          STATION RECOVERY (2004)
 AA2158
 AA2158'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2158'HOUSE NUMBER 20751
 AA2158
 AA2158                          STATION RECOVERY (2005)
 AA2158
 AA2158'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2159 ***********************************************************************
 AA2159  DESIGNATION -  2 36
 AA2159  PID         -  AA2159
 AA2159  STATE/COUNTY-  AL/BALDWIN
 AA2159  USGS QUAD   -  ORANGE BEACH (1994)
 AA2159
 AA2159                         *CURRENT SURVEY CONTROL
 AA2159  ___________________________________________________________________
 AA2159* NAD 83(1992)-  30 20 27.17906(N)    087 33 33.80942(W)     ADJUSTED  
 AA2159* NAVD 88     -         9.0    (meters)      30.     (feet)  VERTCON   
 AA2159  ___________________________________________________________________
 AA2159  X           -     234,604.614 (meters)                     COMP
 AA2159  Y           -  -5,504,251.631 (meters)                     COMP
 AA2159  Z           -   3,203,033.962 (meters)                     COMP
 AA2159  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AA2159  ELLIP HEIGHT-         -18.51  (meters)          (07/29/02) GPS OBS
 AA2159  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA2159
 AA2159  HORZ ORDER  -  FIRST
 AA2159  ELLP ORDER  -  FOURTH    CLASS I
 AA2159
 AA2159.The horizontal coordinates were established by GPS observations
 AA2159.and adjusted by the National Geodetic Survey in December 1994..
 AA2159
 AA2159.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2159
 AA2159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2159
 AA2159.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2159
 AA2159.The ellipsoidal height was determined by GPS observations
 AA2159.and is referenced to NAD 83.
 AA2159
 AA2159.The geoid height was determined by GEOID03.
 AA2159
 AA2159;                    North         East     Units Scale Factor Converg.
 AA2159;SPC AL W     -    37,787.678   594,289.601   MT  0.99993374   -0 01 48.0
 AA2159;UTM  16      - 3,356,691.527   446,232.907   MT  0.99963566   -0 16 57.3
 AA2159
 AA2159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2159!SPC AL W     -   1.00000291  x   0.99993374  =   0.99993665
 AA2159!UTM  16      -   1.00000291  x   0.99963566  =   0.99963857
 AA2159
 AA2159                          SUPERSEDED SURVEY CONTROL
 AA2159
 AA2159  ELLIP H (12/16/94)  -18.36   (m)                       GP(       ) 3 2
 AA2159  NGVD 29 (12/16/94)    9.1    (m)           30.     (f) GPS OBS        
 AA2159
 AA2159.Superseded values are not recommended for survey control.
 AA2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2159.See file dsdata.txt to determine how the superseded data were derived.
 AA2159
 AA2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4623356692(NAD 83)
 AA2159_MARKER: DD = SURVEY DISK
 AA2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2159_SP_SET: CONCRETE POST
 AA2159_STAMPING: 2-36 1993
 AA2159_MARK LOGO: ALHD  
 AA2159_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2159+STABILITY: SURFACE MOTION
 AA2159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2159+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AA2159
 AA2159  HISTORY     - Date     Condition        Report By
 AA2159  HISTORY     - 1993     MONUMENTED       ALHD
 AA2159  HISTORY     - 20040317 GOOD             USPSQD
 AA2159
 AA2159                          STATION DESCRIPTION
 AA2159
 AA2159'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2159'THE STATION IS IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF BALDWIN
 AA2159'COUNTY ROAD 42 ABOUT 8.65 MI (13.92 KM) NORTHEAST OF GULF SHORES AND
 AA2159'ABOUT 8.75 MI (14.08 KM) SOUTHEAST OF FOLEY. TO REACH THE STATION FROM
 AA2159'THE JUNCTION OF U.S. 98 AND AL 59 (MILEPOST 72.90 ON U.S. 98 AND
 AA2159'MILEPOST 11.24 ON AL 59) IN FOLEY, DRIVE EAST ON U.S. 98 FOR 8.25 MI
 AA2159'(13.28 KM) TO MILEPOST 81.15 AND BALDWIN COUNTY ROAD 95 LEFT AND
 AA2159'RIGHT. TURN RIGHT ON BALDWIN COUNTY ROAD 95 AND DRIVE SOUTH FOR 5.15
 AA2159'MI (8.29 KM) TO BALDWIN COUNTY ROAD 42 RIGHT. TURN RIGHT ON BALDWIN
 AA2159'COUNTY ROAD 42 AND DRIVE WEST FOR 0.55 MI (0.89 KM) TO THE STATION ON
 AA2159'THE LEFT. THE STATION IS 4.7 FT (1.4 M) NORTH OF A FOUR STRAND BARBED
 AA2159'WIRE FENCE ON OLD TREATED WOOD POSTS AND RUSTY METAL POSTS, 36.5 FT
 AA2159'(11.1 M) SOUTH OF THE CENTERLINE OF BALDWIN COUNTY ROAD 42, 163.5 FT
 AA2159'(49.8 M) WEST OF A THREE FOOT REFLECTOR POST, 167.5 FT (51.1 M) WEST
 AA2159'OF THE CENTER OF THE SOUTH END OF A CONCRETE DRAINAGE CULVERT UNDER
 AA2159'BALDWIN COUNTY ROAD 42, 178.2 FT (54.3 M) WEST-SOUTHWEST OF THE CENTER
 AA2159'OF THE NORTH END OF A CONCRETE DRAINAGE CULVERT UNDER BALDWIN COUNTY
 AA2159'ROAD 42, 179.2 FT (54.6 M) EAST OF A POWER POLE, 4.1 FT (1.2 M) NORTH
 AA2159'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA2159'2-37 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2159
 AA2159                          STATION RECOVERY (2004)
 AA2159
 AA2159'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2160 ***********************************************************************
 AA2160  DESIGNATION -  2 37
 AA2160  PID         -  AA2160
 AA2160  STATE/COUNTY-  AL/BALDWIN
 AA2160  USGS QUAD   -  ORANGE BEACH (1994)
 AA2160
 AA2160                         *CURRENT SURVEY CONTROL
 AA2160  ___________________________________________________________________
 AA2160* NAD 83(1992)-  30 20 28.02220(N)    087 32 59.04621(W)     ADJUSTED  
 AA2160* NAVD 88     -        14.5    (meters)      48.     (feet)  VERTCON   
 AA2160  ___________________________________________________________________
 AA2160  X           -     235,531.921 (meters)                     COMP
 AA2160  Y           -  -5,504,203.643 (meters)                     COMP
 AA2160  Z           -   3,203,059.143 (meters)                     COMP
 AA2160  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AA2160  ELLIP HEIGHT-         -13.02  (meters)          (07/29/02) GPS OBS
 AA2160  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA2160
 AA2160  HORZ ORDER  -  FIRST
 AA2160  ELLP ORDER  -  FOURTH    CLASS I
 AA2160
 AA2160.The horizontal coordinates were established by GPS observations
 AA2160.and adjusted by the National Geodetic Survey in December 1994..
 AA2160
 AA2160.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2160
 AA2160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2160
 AA2160.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2160
 AA2160.The ellipsoidal height was determined by GPS observations
 AA2160.and is referenced to NAD 83.
 AA2160
 AA2160.The geoid height was determined by GEOID03.
 AA2160
 AA2160;                    North         East     Units Scale Factor Converg.
 AA2160;SPC AL W     -    37,813.194   595,218.065   MT  0.99993362   -0 01 30.4
 AA2160;UTM  16      - 3,356,712.943   447,161.197   MT  0.99963444   -0 16 39.7
 AA2160
 AA2160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2160!SPC AL W     -   1.00000204  x   0.99993362  =   0.99993566
 AA2160!UTM  16      -   1.00000204  x   0.99963444  =   0.99963648
 AA2160
 AA2160                          SUPERSEDED SURVEY CONTROL
 AA2160
 AA2160  ELLIP H (12/16/94)  -12.87   (m)                       GP(       ) 3 2
 AA2160  NGVD 29 (12/16/94)   14.5    (m)           48.     (f) GPS OBS        
 AA2160
 AA2160.Superseded values are not recommended for survey control.
 AA2160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2160.See file dsdata.txt to determine how the superseded data were derived.
 AA2160
 AA2160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4716156713(NAD 83)
 AA2160_MARKER: DD = SURVEY DISK
 AA2160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2160_SP_SET: CONCRETE POST
 AA2160_STAMPING: 2-37 1993
 AA2160_MARK LOGO: ALHD  
 AA2160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2160+STABILITY: SURFACE MOTION
 AA2160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2160+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AA2160
 AA2160  HISTORY     - Date     Condition        Report By
 AA2160  HISTORY     - 1993     MONUMENTED       ALHD
 AA2160  HISTORY     - 20040317 GOOD             USPSQD
 AA2160
 AA2160                          STATION DESCRIPTION
 AA2160
 AA2160'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2160'THE STATION IS IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF BALDWIN
 AA2160'COUNTY ROAD 95 ABOUT 9.20 MI (14.81 KM) NORTHEAST OF GULF SHORES AND
 AA2160'ABOUT 9.20 MI (14.81 KM) SOUTHEAST OF FOLEY. TO REACH THE STATION FROM
 AA2160'THE JUNCTION OF U.S. 98 AND AL 59 (MILEPOST 72.90 ON U.S. 98 AND
 AA2160'MILEPOST 11.24 ON AL 59) IN FOLEY, DRIVE EAST ON U.S. 98 FOR 8.25 MI
 AA2160'(13.28 KM) TO MILEPOST 81.15 AND BALDWIN COUNTY ROAD 95 LEFT AND
 AA2160'RIGHT. TURN RIGHT ON BALDWIN COUNTY ROAD 95 AND DRIVE SOUTH FOR 5.15
 AA2160'MI (8.29 KM) TO BALDWIN COUNTY ROAD 42 RIGHT AND THE STATION ON THE
 AA2160'LEFT. THE STATION IS 2.0 FT (0.6 M) NORTH OF FAST TRACK STATION 2 - H
 AA2160'1993, 23.8 FT (7.3 M) EAST-NORTHEAST OF THE EAST END OF A FORTY
 AA2160'EIGHT-INCH CONCRETE DRAINAGE PIPE UNDER BALDWIN COUNTY ROAD 95, 24.4
 AA2160'FT (7.4 M) EAST-NORTHEAST OF A THREE FOOT REFLECTOR POST, 33.2 FT
 AA2160'(10.1 M) NORTH OF THE CENTER OF A FIELD DRIVEWAY, 39.0 FT (11.9 M)
 AA2160'EAST OF THE CENTERLINE OF BALDWIN COUNTY ROAD 95, 64.0 FT (19.5 M)
 AA2160'EAST OF THE WEST END OF A FORTY EIGHT-INCH CONCRETE DRAINAGE PIPE
 AA2160'UNDER BALDWIN COUNTY ROAD 95, 64.2 FT (19.6 M) EAST OF A THREE FOOT
 AA2160'REFLECTOR POST ACROSS THE ROAD, 65.7 FT (20.0 M) EAST-SOUTHEAST OF A
 AA2160'COUNTY ROAD 42 WEST SIGN ACROSS THE ROAD, 67.2 FT (20.5 M) NORTH OF A
 AA2160'STABILIZER POWER POLE WITH ONE GUY WIRE, 78.0 FT (23.8 M) EAST OF A
 AA2160'TELEPHONE CABLE PEDESTAL ACROSS THE ROAD (BCD - 3), 87.0 FT (26.5 M)
 AA2160'EAST-NORTHEAST OF A STOP SIGN ACROSS THE ROAD, 1.9 FT (0.6 M) WEST OF
 AA2160'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-36
 AA2160'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2160
 AA2160                          STATION RECOVERY (2004)
 AA2160
 AA2160'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2161 ***********************************************************************
 AA2161  DESIGNATION -  2 38
 AA2161  PID         -  AA2161
 AA2161  STATE/COUNTY-  AL/BALDWIN
 AA2161  USGS QUAD   -  ELBERTA (1984)
 AA2161
 AA2161                         *CURRENT SURVEY CONTROL
 AA2161  ___________________________________________________________________
 AA2161* NAD 83(1992)-  30 25 44.90533(N)    087 33 17.64570(W)     ADJUSTED  
 AA2161* NAVD 88     -        26.2    (meters)      86.     (feet)  VERTCON   
 AA2161  ___________________________________________________________________
 AA2161  X           -     234,825.443 (meters)                     COMP
 AA2161  Y           -  -5,499,303.477 (meters)                     COMP
 AA2161  Z           -   3,211,482.751 (meters)                     COMP
 AA2161  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA2161  ELLIP HEIGHT-          -1.55  (meters)          (07/29/02) GPS OBS
 AA2161  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AA2161
 AA2161  HORZ ORDER  -  FIRST
 AA2161  ELLP ORDER  -  FOURTH    CLASS I
 AA2161
 AA2161.The horizontal coordinates were established by GPS observations
 AA2161.and adjusted by the National Geodetic Survey in December 1994..
 AA2161
 AA2161.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2161
 AA2161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2161
 AA2161.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2161
 AA2161.The ellipsoidal height was determined by GPS observations
 AA2161.and is referenced to NAD 83.
 AA2161
 AA2161.The geoid height was determined by GEOID03.
 AA2161
 AA2161;                    North         East     Units Scale Factor Converg.
 AA2161;SPC AL W     -    47,570.923   594,726.042   MT  0.99993368   -0 01 40.1
 AA2161;UTM  16      - 3,366,469.831   446,712.385   MT  0.99963503   -0 16 51.8
 AA2161
 AA2161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2161!SPC AL W     -   1.00000024  x   0.99993368  =   0.99993392
 AA2161!UTM  16      -   1.00000024  x   0.99963503  =   0.99963527
 AA2161
 AA2161                          SUPERSEDED SURVEY CONTROL
 AA2161
 AA2161  ELLIP H (12/16/94)   -1.40   (m)                       GP(       ) 3 2
 AA2161  NGVD 29 (12/16/94)   26.2    (m)           86.     (f) GPS OBS        
 AA2161
 AA2161.Superseded values are not recommended for survey control.
 AA2161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2161.See file dsdata.txt to determine how the superseded data were derived.
 AA2161
 AA2161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4671266470(NAD 83)
 AA2161_MARKER: DD = SURVEY DISK
 AA2161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2161_SP_SET: CONCRETE POST
 AA2161_STAMPING: 2-38 1993
 AA2161_MARK LOGO: ALHD  
 AA2161_PROJECTION: FLUSH
 AA2161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2161+STABILITY: SURFACE MOTION
 AA2161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2161+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AA2161
 AA2161  HISTORY     - Date     Condition        Report By
 AA2161  HISTORY     - 1993     MONUMENTED       ALHD
 AA2161  HISTORY     - 19960824 GOOD             BROOKS
 AA2161  HISTORY     - 20040317 GOOD             USPSQD
 AA2161
 AA2161                          STATION DESCRIPTION
 AA2161
 AA2161'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2161'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA2161'COUNTY ROAD ABOUT 7.85 MI (12.63 KM) EAST OF FOLEY AND ABOUT 13.05 MI
 AA2161'(21.00 KM) NORTHEAST OF GULF SHORES. TO REACH THE STATION FROM THE
 AA2161'JUNCTION OF U.S. 98 AND AL 59 (MILEPOST 72.90 ON U.S. 98 AND MILEPOST
 AA2161'11.24 ON AL 59) IN FOLEY, DRIVE EAST ON U.S. 98 FOR 8.25 MI (13.28 KM)
 AA2161'TO MILEPOST 81.15 AND BALDWIN COUNTY ROAD 95 LEFT AND RIGHT. TURN LEFT
 AA2161'ON BALDWIN COUNTY ROAD 95 AND DRIVE NORTH FOR 1.00 MI (1.61 KM) TO A
 AA2161'CROSSROADS WITH A DIRT ROAD RIGHT, BALDWIN COUNTY ROAD 95 STRAIGHT
 AA2161'AHEAD, AND A PAVED COUNTY ROAD LEFT (FRAND ROAD). TURN LEFT ON FRANK
 AA2161'ROAD AND DRIVE WEST FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.
 AA2161'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 AA2161'ON TREATED WOOD POSTS, 28.8 FT (8.8 M) NORTH OF THE CENTERLINE OF
 AA2161'FRANK ROAD, 152.0 FT (46.3 M) EAST-NORTHEAST OF A POWER POLE ACROSS
 AA2161'THE ROAD, 3.2 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST AND SET
 AA2161'FLUSH WITH THE GROUND. STATION 2-39 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2161'THIS STATION.
 AA2161
 AA2161                          STATION RECOVERY (1996)
 AA2161
 AA2161'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (TB)
 AA2161'GOOD FOR GPS.
 AA2161
 AA2161                          STATION RECOVERY (2004)
 AA2161
 AA2161'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2162 ***********************************************************************
 AA2162  DESIGNATION -  2 39
 AA2162  PID         -  AA2162
 AA2162  STATE/COUNTY-  AL/BALDWIN
 AA2162  USGS QUAD   -  ELBERTA (1984)
 AA2162
 AA2162                         *CURRENT SURVEY CONTROL
 AA2162  ___________________________________________________________________
 AA2162* NAD 83(1992)-  30 25 49.67345(N)    087 32 51.94556(W)     ADJUSTED  
 AA2162* NAVD 88     -        28.1    (meters)      92.     (feet)  VERTCON   
 AA2162  ___________________________________________________________________
 AA2162  X           -     235,507.531 (meters)                     COMP
 AA2162  Y           -  -5,499,201.522 (meters)                     COMP
 AA2162  Z           -   3,211,610.324 (meters)                     COMP
 AA2162  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA2162  ELLIP HEIGHT-           0.36  (meters)          (07/29/02) GPS OBS
 AA2162  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AA2162
 AA2162  HORZ ORDER  -  FIRST
 AA2162  ELLP ORDER  -  FOURTH    CLASS I
 AA2162
 AA2162.The horizontal coordinates were established by GPS observations
 AA2162.and adjusted by the National Geodetic Survey in December 1994..
 AA2162
 AA2162.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2162
 AA2162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2162
 AA2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2162
 AA2162.The ellipsoidal height was determined by GPS observations
 AA2162.and is referenced to NAD 83.
 AA2162
 AA2162.The geoid height was determined by GEOID03.
 AA2162
 AA2162;                    North         East     Units Scale Factor Converg.
 AA2162;SPC AL W     -    47,717.433   595,411.884   MT  0.99993359   -0 01 27.1
 AA2162;UTM  16      - 3,366,613.266   447,398.663   MT  0.99963413   -0 16 38.8
 AA2162
 AA2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2162!SPC AL W     -   0.99999994  x   0.99993359  =   0.99993353
 AA2162!UTM  16      -   0.99999994  x   0.99963413  =   0.99963407
 AA2162
 AA2162                          SUPERSEDED SURVEY CONTROL
 AA2162
 AA2162  ELLIP H (12/16/94)    0.52   (m)                       GP(       ) 3 2
 AA2162  NGVD 29 (12/16/94)   28.1    (m)           92.     (f) GPS OBS        
 AA2162
 AA2162.Superseded values are not recommended for survey control.
 AA2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2162.See file dsdata.txt to determine how the superseded data were derived.
 AA2162
 AA2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4739966613(NAD 83)
 AA2162_MARKER: DD = SURVEY DISK
 AA2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2162_SP_SET: CONCRETE POST
 AA2162_STAMPING: 2-39 1993
 AA2162_MARK LOGO: ALHD  
 AA2162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2162+STABILITY: SURFACE MOTION
 AA2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2162+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2004
 AA2162
 AA2162  HISTORY     - Date     Condition        Report By
 AA2162  HISTORY     - 1993     MONUMENTED       ALHD
 AA2162  HISTORY     - 20040317 GOOD             USPSQD
 AA2162
 AA2162                          STATION DESCRIPTION
 AA2162
 AA2162'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2162'THE STATION IS IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF BALDWIN
 AA2162'COUNTY ROAD 95 ABOUT 8.25 MI (13.28 KM) EAST OF FOLEY AND ABOUT 13.30
 AA2162'MI (21.40 KM) NORTHEAST OF GULF SHORES. TO REACH THE STATION FROM THE
 AA2162'JUNCTION OF U.S. 98 AND AL 59 (MILEPOST 72.90 ON U.S. 98 AND MILEPOST
 AA2162'11.24 ON AL 59) IN FOLEY, DRIVE EAST ON U.S. 98 FOR 8.25 MI (13.28 KM)
 AA2162'TO MILEPOST 81.15 AND BALDWIN COUNTY ROAD 95 LEFT AND RIGHT. TURN LEFT
 AA2162'ON BALDWIN COUNTY ROAD 95 AND DRIVE NORTH FOR 1.10 MI (1.77 KM) TO THE
 AA2162'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) EAST OF A ONE
 AA2162'STRAND ELECTRIC FENCE ON STEEL RODS, 34.6 FT (10.5 M) WEST OF THE
 AA2162'CENTERLINE OF BALDWIN COUNTY ROAD 95, 67.4 FT (20.5 M) NORTH OF A
 AA2162'TELEPHONE CABLE PEDESTAL (B30L - 6), 157.9 FT (48.1 M) SOUTH OF THE
 AA2162'NORTHEAST FENCE CORNER OF THE ONE STRAND ELECTRIC FENCE ON STEEL RODS,
 AA2162'175.8 FT (53.6 M) NORTH-NORTHWEST OF A TRANSFORMER POWER POLE ACROSS
 AA2162'THE ROAD, 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND SET
 AA2162'FLUSH WITH THE GROUND. STATION 2-38 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2162'THIS STATION.
 AA2162
 AA2162                          STATION RECOVERY (2004)
 AA2162
 AA2162'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4998 ***********************************************************************
 BG4998  DESIGNATION -  2 4
 BG4998  PID         -  BG4998
 BG4998  STATE/COUNTY-  AL/BALDWIN
 BG4998  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG4998
 BG4998                         *CURRENT SURVEY CONTROL
 BG4998  ___________________________________________________________________
 BG4998* NAD 83(1992)-  30 56 47.41661(N)    087 49 40.78966(W)     ADJUSTED  
 BG4998* NAVD 88     -        40.0    (meters)     131.     (feet)  VERTCON   
 BG4998  ___________________________________________________________________
 BG4998  X           -     207,501.908 (meters)                     COMP
 BG4998  Y           -  -5,471,119.822 (meters)                     COMP
 BG4998  Z           -   3,260,814.173 (meters)                     COMP
 BG4998  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 BG4998  ELLIP HEIGHT-          11.52  (meters)          (07/29/02) GPS OBS
 BG4998  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BG4998
 BG4998  HORZ ORDER  -  FIRST
 BG4998  ELLP ORDER  -  FOURTH    CLASS I
 BG4998
 BG4998.The horizontal coordinates were established by GPS observations
 BG4998.and adjusted by the National Geodetic Survey in December 1992..
 BG4998
 BG4998.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4998
 BG4998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4998
 BG4998.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4998
 BG4998.The ellipsoidal height was determined by GPS observations
 BG4998.and is referenced to NAD 83.
 BG4998
 BG4998.The geoid height was determined by GEOID03.
 BG4998
 BG4998;                    North         East     Units Scale Factor Converg.
 BG4998;SPC AL W     -   104,969.081   568,659.411   MT  0.99994545   -0 10 07.2
 BG4998;UTM  16      - 3,423,967.217   420,908.977   MT  0.99967716   -0 25 32.9
 BG4998
 BG4998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4998!SPC AL W     -   0.99999819  x   0.99994545  =   0.99994364
 BG4998!UTM  16      -   0.99999819  x   0.99967716  =   0.99967535
 BG4998
 BG4998|---------------------------------------------------------------------|
 BG4998| PID    Reference Object                     Distance      Geod. Az  |
 BG4998|                                                           dddmmss.s |
 BG4998| BG4999 2 5                                 259.187 METERS 08406     |
 BG4998|---------------------------------------------------------------------|
 BG4998
 BG4998                          SUPERSEDED SURVEY CONTROL
 BG4998
 BG4998  ELLIP H (12/04/92)   11.63   (m)                       GP(       ) 4 1
 BG4998  NAD 83(1992)-  30 56 47.43824(N)    087 49 40.79593(W) AD(       ) 1
 BG4998  NGVD 29 (12/04/92)   39.9    (m)          131.     (f) GPS OBS        
 BG4998
 BG4998.Superseded values are not recommended for survey control.
 BG4998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4998.See file dsdata.txt to determine how the superseded data were derived.
 BG4998
 BG4998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2090923967(NAD 83)
 BG4998_MARKER: DD = SURVEY DISK
 BG4998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4998_SP_SET: CONCRETE POST
 BG4998_STAMPING: 2-4 1991
 BG4998_MARK LOGO: ALHD  
 BG4998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG4998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4998+STABILITY: SURFACE MOTION
 BG4998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4998+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG4998
 BG4998  HISTORY     - Date     Condition        Report By
 BG4998  HISTORY     - 1991     MONUMENTED       ALHD
 BG4998
 BG4998                          STATION DESCRIPTION
 BG4998
 BG4998'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG4998'THE STATION IS LOCATED IN BALDWIN COUNTY ON A HIGH VOLTAGE POWER LINE
 BG4998'RIGHT OF WAY, ABOUT 3.80 MI (6.12 KM) SOUTHEAST OF STOCKTON AND ABOUT
 BG4998'5.40 MI (8.69 KM) NORTHWEST OF BAY MINETTE.
 BG4998'TO REACH THE STATION FROM EXIT 34 ON I-65 (MILE POST 52.80 ON ALA 59),
 BG4998'DRIVE SOUTH ON ALA 59 FOR 0.80 MI (1.29 KM) TO A PAVED COUNTY ROAD TO
 BG4998'THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR
 BG4998'0.35 MI (0.56 KM) TO A GATE, PASS THROUGH THE GATE AND CONTINUE WEST
 BG4998'FOR 0.50 MI (0.80 KM) TO A HIGH VOLTAGE POWER LINE CLEARING ON THE
 BG4998'RIGHT AND THE STATION ON THE RIGHT.
 BG4998'THE STATION IS 100.0 FT (30.5 M) SOUTH OF THE NORTH EDGE OF THE
 BG4998'CLEARED RIGHT OF WAY, 110.0 FT (33.5 M) NORTH OF THE SOUTH EDGE OF
 BG4998'THE CLEARED RIGHT OF WAY, 228.5 FT (69.6 M) EAST OF THE SOUTH POLE OF
 BG4998'POWER LINE POLE BENT NO. 217, APPROXIMATELY 175 FT (53.3 M) NORTHEAST
 BG4998'OF THE CENTER OF THE PAVED ROAD, 2.0 FT (0.6 M) SOUTHWEST OF A
 BG4998'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG4998'STATION 2-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG4998'THE COMBINATION FOR THE GATE LOCK IS 1776.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2163 ***********************************************************************
 AA2163  DESIGNATION -  2 40
 AA2163  PID         -  AA2163
 AA2163  STATE/COUNTY-  AL/BALDWIN
 AA2163  USGS QUAD   -  MAGNOLIA SPRINGS (1986)
 AA2163
 AA2163                         *CURRENT SURVEY CONTROL
 AA2163  ___________________________________________________________________
 AA2163* NAD 83(1992)-  30 27 28.67887(N)    087 45 05.76442(W)     ADJUSTED  
 AA2163* NAVD 88     -        30.9    (meters)     101.     (feet)  VERTCON   
 AA2163  ___________________________________________________________________
 AA2163  X           -     215,881.304 (meters)                     COMP
 AA2163  Y           -  -5,498,463.135 (meters)                     COMP
 AA2163  Z           -   3,214,240.076 (meters)                     COMP
 AA2163  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AA2163  ELLIP HEIGHT-           2.92  (meters)          (07/29/02) GPS OBS
 AA2163  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AA2163
 AA2163  HORZ ORDER  -  FIRST
 AA2163  ELLP ORDER  -  FOURTH    CLASS I
 AA2163
 AA2163.The horizontal coordinates were established by GPS observations
 AA2163.and adjusted by the National Geodetic Survey in December 1994..
 AA2163
 AA2163.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2163
 AA2163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2163
 AA2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2163
 AA2163.The ellipsoidal height was determined by GPS observations
 AA2163.and is referenced to NAD 83.
 AA2163
 AA2163.The geoid height was determined by GEOID03.
 AA2163
 AA2163;                    North         East     Units Scale Factor Converg.
 AA2163;SPC AL W     -    50,791.969   575,837.746   MT  0.99994053   -0 07 39.1
 AA2163;UTM  16      - 3,369,773.418   427,843.943   MT  0.99966423   -0 22 51.6
 AA2163
 AA2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2163!SPC AL W     -   0.99999954  x   0.99994053  =   0.99994007
 AA2163!UTM  16      -   0.99999954  x   0.99966423  =   0.99966377
 AA2163
 AA2163                          SUPERSEDED SURVEY CONTROL
 AA2163
 AA2163  ELLIP H (12/16/94)    3.06   (m)                       GP(       ) 3 2
 AA2163  NGVD 29 (12/16/94)   30.9    (m)          101.     (f) GPS OBS        
 AA2163
 AA2163.Superseded values are not recommended for survey control.
 AA2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2163.See file dsdata.txt to determine how the superseded data were derived.
 AA2163
 AA2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2784469773(NAD 83)
 AA2163_MARKER: DD = SURVEY DISK
 AA2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2163_SP_SET: CONCRETE POST
 AA2163_STAMPING: 2-40 1993
 AA2163_MARK LOGO: ALHD  
 AA2163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2163+STABILITY: SURFACE MOTION
 AA2163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2163+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 AA2163
 AA2163  HISTORY     - Date     Condition        Report By
 AA2163  HISTORY     - 1993     MONUMENTED       ALHD
 AA2163  HISTORY     - 20030402 GOOD             USPSQD
 AA2163  HISTORY     - 20040419 GOOD             USPSQD
 AA2163  HISTORY     - 20050708 GOOD             USPSQD
 AA2163
 AA2163                          STATION DESCRIPTION
 AA2163
 AA2163'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2163'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF BALDWIN
 AA2163'COUNTY ROAD 28 ABOUT 5.35 MI (8.61 KM) NORTHWEST OF FOLEY AND ABOUT
 AA2163'3.60 MI (5.79 KM) SOUTHWEST OF SUMMERDALE. TO REACH THE STATION FROM
 AA2163'THE JUNCTION OF U.S. 98 AND AL 59 (MILEPOST 72.90 ON U.S. 98 AND
 AA2163'MILEPOST 11.24 ON AL 59) IN FOLEY, DRIVE NORTH AND NORTHWEST ON AL 59
 AA2163'FOR 3.70 MI (5.95 KM) TO MILEPOST 14.95 AND BALDWIN COUNTY ROAD 28
 AA2163'LEFT AND RIGHT. TURN LEFT ON BALDWIN COUNTY ROAD 28 AND DRIVE WEST FOR
 AA2163'3.15 MI (5.07 KM) TO A FOUR WAY STOP WITH BALDWIN COUNTY ROAD 55 LEFT
 AA2163'AND RIGHT. CONTINUE WEST ON BALDWIN COUNTY ROAD 28 FOR 0.55 MI (0.89
 AA2163'KM) TO THE STATION ON THE RIGHT. THE STATION IS 7.4 FT (2.3 M) SOUTH
 AA2163'OF A SIX STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 32.7 FT (10.0 M)
 AA2163'NORTH OF THE CENTERLINE OF BALDWIN COUNTY ROAD 28, 91.5 FT (27.9 M)
 AA2163'NORTHEAST OF THE TOP OF THE EAST END OF A TWENTY-INCH CONCRETE
 AA2163'DRAINAGE PIPE UNDER A DRIVEWAY ACROSS THE ROAD, 94.0 FT (28.7 M)
 AA2163'NORTHEAST OF THE CENTER OF A DIRT DRIVEWAY ACROSS THE ROAD, 111.2 FT
 AA2163'(33.9 M) NORTHEAST OF THE TOP OF THE WEST END OF A TWENTY-INCH
 AA2163'DRAINAGE PIPE UNDER A DRIVEWAY ACROSS THE ROAD, 7.5 FT (2.3 M) SOUTH
 AA2163'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA2163'2-41 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2163
 AA2163                          STATION RECOVERY (2003)
 AA2163
 AA2163'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2163'RECOVERED IN GOOD CONDITION.
 AA2163
 AA2163                          STATION RECOVERY (2004)
 AA2163
 AA2163'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2163'WITNESS FOUND .
 AA2163
 AA2163                          STATION RECOVERY (2005)
 AA2163
 AA2163'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2164 ***********************************************************************
 AA2164  DESIGNATION -  2 41
 AA2164  PID         -  AA2164
 AA2164  STATE/COUNTY-  AL/BALDWIN
 AA2164  USGS QUAD   -  FOLEY (1980)
 AA2164
 AA2164                         *CURRENT SURVEY CONTROL
 AA2164  ___________________________________________________________________
 AA2164* NAD 83(1992)-  30 27 28.77831(N)    087 44 37.70686(W)     ADJUSTED  
 AA2164* NAVD 88     -        28.0    (meters)      92.     (feet)  VERTCON   
 AA2164  ___________________________________________________________________
 AA2164  X           -     216,629.081 (meters)                     COMP
 AA2164  Y           -  -5,498,429.669 (meters)                     COMP
 AA2164  Z           -   3,214,241.245 (meters)                     COMP
 AA2164  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AA2164  ELLIP HEIGHT-           0.02  (meters)          (07/29/02) GPS OBS
 AA2164  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA2164
 AA2164  HORZ ORDER  -  FIRST
 AA2164  ELLP ORDER  -  FOURTH    CLASS I
 AA2164
 AA2164.The horizontal coordinates were established by GPS observations
 AA2164.and adjusted by the National Geodetic Survey in December 1994..
 AA2164
 AA2164.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2164
 AA2164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2164
 AA2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2164
 AA2164.The ellipsoidal height was determined by GPS observations
 AA2164.and is referenced to NAD 83.
 AA2164
 AA2164.The geoid height was determined by GEOID03.
 AA2164
 AA2164;                    North         East     Units Scale Factor Converg.
 AA2164;SPC AL W     -    50,793.391   576,586.221   MT  0.99994009   -0 07 24.9
 AA2164;UTM  16      - 3,369,771.529   428,592.210   MT  0.99966290   -0 22 37.4
 AA2164
 AA2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2164!SPC AL W     -   1.00000000  x   0.99994009  =   0.99994009
 AA2164!UTM  16      -   1.00000000  x   0.99966290  =   0.99966290
 AA2164
 AA2164                          SUPERSEDED SURVEY CONTROL
 AA2164
 AA2164  ELLIP H (12/16/94)    0.17   (m)                       GP(       ) 3 2
 AA2164  NGVD 29 (12/16/94)   28.0    (m)           92.     (f) GPS OBS        
 AA2164
 AA2164.Superseded values are not recommended for survey control.
 AA2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2164.See file dsdata.txt to determine how the superseded data were derived.
 AA2164
 AA2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2859269772(NAD 83)
 AA2164_MARKER: DD = SURVEY DISK
 AA2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2164_SP_SET: CONCRETE POST
 AA2164_STAMPING: 2-41 1993
 AA2164_MARK LOGO: ALHD  
 AA2164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2164+STABILITY: SURFACE MOTION
 AA2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2164+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 AA2164
 AA2164  HISTORY     - Date     Condition        Report By
 AA2164  HISTORY     - 1993     MONUMENTED       ALHD
 AA2164  HISTORY     - 20030402 GOOD             USPSQD
 AA2164  HISTORY     - 20040419 GOOD             USPSQD
 AA2164  HISTORY     - 20050708 GOOD             USPSQD
 AA2164
 AA2164                          STATION DESCRIPTION
 AA2164
 AA2164'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2164'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF BALDWIN
 AA2164'COUNTY ROAD 28 ABOUT 5.05 MI (8.13 KM)  NORTHWEST OF FOLEY AND ABOUT
 AA2164'3.25 MI (5.23 KM)  SOUTHWEST OF SUMMERDALE. TO REACH THE STATION FROM
 AA2164'THE JUNCTION OF U.S. 98 AND AL 59 (MILEPOST 72.90 ON U.S. 98 AND
 AA2164'MILEPOST 11.24 ON AL 59) IN FOLEY, DRIVE NORTH AND NORTHWEST ON AL 59
 AA2164'FOR 3.70 MI (5.95 KM)  TO MILEPOST 14.95 AND BALDWIN COUNTY ROAD 28
 AA2164'LEFT AND RIGHT. TURN LEFT ON BALDWIN COUNTY ROAD 28 AND DRIVE WEST FOR
 AA2164'3.15 MI (5.07 KM)  TO A FOUR WAY STOP WITH BALDWIN COUNTY ROAD 55 LEFT
 AA2164'AND RIGHT. CONTINUE WEST ON BALDWIN COUNTY ROAD 28 FOR 0.10 MI (0.16
 AA2164'KM)  TO THE STATION ON THE RIGHT. THE STATION IS 5.0 FT (1.5 M)  SOUTH
 AA2164'OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS AND GREEN
 AA2164'METAL POSTS WITH WHITE TOPS, 29.6 FT (9.0 M)  NORTH OF THE CENTERLINE
 AA2164'OF BALDWIN COUNTY ROAD 28, 108.5 FT (33.1 M)  WEST OF A TRANSFORMER
 AA2164'POWER POLE, 120.3 FT (36.7 M) EAST-NORTHEAST OF A BLACK METAL MAILBOX
 AA2164'ON A METAL POST ACROSS THE ROAD, 140.6 FT (42.9 M)  EAST OF THE EAST
 AA2164'POST OF A DOUBLE WOODEN GATE IN THE FENCELINE, 5.0 FT (1.5 M)  SOUTH
 AA2164'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA2164'2-40 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2164
 AA2164                          STATION RECOVERY (2003)
 AA2164
 AA2164'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2164'RECOVERED IN GOOD CONDITION.
 AA2164
 AA2164                          STATION RECOVERY (2004)
 AA2164
 AA2164'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2164'WITNESS FOUND .
 AA2164
 AA2164                          STATION RECOVERY (2005)
 AA2164
 AA2164'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2165 ***********************************************************************
 AA2165  DESIGNATION -  2 42
 AA2165  PID         -  AA2165
 AA2165  STATE/COUNTY-  AL/BALDWIN
 AA2165  USGS QUAD   -  SILVERHILL (1967)
 AA2165
 AA2165                         *CURRENT SURVEY CONTROL
 AA2165  ___________________________________________________________________
 AA2165* NAD 83(1992)-  30 31 06.67767(N)    087 47 35.81538(W)     ADJUSTED  
 AA2165* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 AA2165  ___________________________________________________________________
 AA2165  X           -     211,750.023 (meters)                     COMP
 AA2165  Y           -  -5,495,212.083 (meters)                     COMP
 AA2165  Z           -   3,220,023.203 (meters)                     COMP
 AA2165  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA2165  ELLIP HEIGHT-          -0.74  (meters)          (07/29/02) GPS OBS
 AA2165  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA2165
 AA2165  HORZ ORDER  -  FIRST
 AA2165  ELLP ORDER  -  FOURTH    CLASS I
 AA2165
 AA2165.The horizontal coordinates were established by GPS observations
 AA2165.and adjusted by the National Geodetic Survey in December 1994..
 AA2165
 AA2165.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2165
 AA2165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2165
 AA2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2165
 AA2165.The ellipsoidal height was determined by GPS observations
 AA2165.and is referenced to NAD 83.
 AA2165
 AA2165.The geoid height was determined by GEOID03.
 AA2165
 AA2165;                    North         East     Units Scale Factor Converg.
 AA2165;SPC AL W     -    57,514.408   571,852.390   MT  0.99994310   -0 08 56.2
 AA2165;UTM  16      - 3,376,511.591   423,889.476   MT  0.99967146   -0 24 10.3
 AA2165
 AA2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2165!SPC AL W     -   1.00000012  x   0.99994310  =   0.99994322
 AA2165!UTM  16      -   1.00000012  x   0.99967146  =   0.99967158
 AA2165
 AA2165:                Primary Azimuth Mark                     Grid Az
 AA2165:SPC AL W     -  2 43                                     121 53 21.0
 AA2165:UTM  16      -  2 43                                     122 08 35.1
 AA2165
 AA2165|---------------------------------------------------------------------|
 AA2165| PID    Reference Object                     Distance      Geod. Az  |
 AA2165|                                                           dddmmss.s |
 AA2165| AA2166 2 43                                451.275 METERS 1214424.8 |
 AA2165|---------------------------------------------------------------------|
 AA2165
 AA2165                          SUPERSEDED SURVEY CONTROL
 AA2165
 AA2165  ELLIP H (12/16/94)   -0.60   (m)                       GP(       ) 3 2
 AA2165  NGVD 29 (12/16/94)   27.3    (m)           90.     (f) GPS OBS        
 AA2165
 AA2165.Superseded values are not recommended for survey control.
 AA2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2165.See file dsdata.txt to determine how the superseded data were derived.
 AA2165
 AA2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2388976512(NAD 83)
 AA2165_MARKER: DD = SURVEY DISK
 AA2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2165_SP_SET: CONCRETE POST
 AA2165_STAMPING: 2-42 1993
 AA2165_MARK LOGO: ALHD  
 AA2165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2165+STABILITY: SURFACE MOTION
 AA2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2165+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2165
 AA2165  HISTORY     - Date     Condition        Report By
 AA2165  HISTORY     - 1993     MONUMENTED       ALHD
 AA2165  HISTORY     - 20030401 MARK NOT FOUND   USPSQD
 AA2165
 AA2165                          STATION DESCRIPTION
 AA2165
 AA2165'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2165'THE STATION IS IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF BALDWIN
 AA2165'COUNTY ROAD 9 ABOUT 5.55 MI (8.93 KM)  SOUTHWEST OF ROBERTSDALE AND
 AA2165'ABOUT 10.05 MI (16.17 KM)  NORTHWEST OF FOLEY. TO REACH THE STATION
 AA2165'FROM THE JUNCTION OF AL 104 WEST AND AL 59 (MILEPOST 10.77 ON AL 104
 AA2165'AND MILEPOST 21.36 ON AL 59) IN ROBERTSDALE, DRIVE WEST ON AL 104 FOR
 AA2165'2.45 MI (3.94 KM)  TO MILEPOST 8.30 AND BALDWIN COUNTY ROAD 55 LEFT
 AA2165'AND RIGHT IN SILVERHILL. TURN LEFT ON BALDWIN COUNTY ROAD 55 AND DRIVE
 AA2165'SOUTH FOR 2.00 MI (3.22 KM) TO A T-INTERSECTION WITH BALDWIN COUNTY
 AA2165'ROAD 55 STRAIGHT AHEAD AND BALDWIN COUNTY ROAD 48 RIGHT. TURN RIGHT ON
 AA2165'BALDWIN COUNTY ROAD 48 AND DRIVE WEST FOR 2.55 MI (4.10 KM)  TO A
 AA2165'T-INTERSECTION WITH BALDWIN COUNTY ROAD 9 LEFT AND RIGHT. TURN RIGHT
 AA2165'ON BALDWIN COUNTY ROAD 9 AND DRIVE NORTH FOR 0.15 MI (0.24 KM)  TO THE
 AA2165'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)  EAST OF A FIVE
 AA2165'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 37.6 FT (11.5 M)  WEST
 AA2165'OF THE CENTERLINE OF BALDWIN COUNTY ROAD 9, 163.0 FT (49.7 M)  NORTH
 AA2165'OF A POWER POLE, 2.8 FT (0.9 M)  EAST OF A CARSONITE WITNESS POST AND
 AA2165'SET FLUSH WITH THE GROUND. STATION 2-43 1993 MAY BE USED AS AN AZIMUTH
 AA2165'FOR THIS STATION.
 AA2165
 AA2165                          STATION RECOVERY (2003)
 AA2165
 AA2165'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2165'MARK NOT FOUND. DRAINAGE DITCH HAS BEEN EXCAVATED YEARS AGO ACCORDING
 AA2165'TO A NEIGHBOR, THEREFORE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2166 ***********************************************************************
 AA2166  DESIGNATION -  2 43
 AA2166  PID         -  AA2166
 AA2166  STATE/COUNTY-  AL/BALDWIN
 AA2166  USGS QUAD   -  SILVERHILL (1967)
 AA2166
 AA2166                         *CURRENT SURVEY CONTROL
 AA2166  ___________________________________________________________________
 AA2166* NAD 83(1992)-  30 30 58.96830(N)    087 47 21.42094(W)     ADJUSTED  
 AA2166* NAVD 88     -        28.2    (meters)      93.     (feet)  VERTCON   
 AA2166  ___________________________________________________________________
 AA2166  X           -     212,138.191 (meters)                     COMP
 AA2166  Y           -  -5,495,318.465 (meters)                     COMP
 AA2166  Z           -   3,219,819.098 (meters)                     COMP
 AA2166  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA2166  ELLIP HEIGHT-           0.08  (meters)          (07/29/02) GPS OBS
 AA2166  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA2166
 AA2166  HORZ ORDER  -  FIRST
 AA2166  ELLP ORDER  -  FOURTH    CLASS I
 AA2166
 AA2166.The horizontal coordinates were established by GPS observations
 AA2166.and adjusted by the National Geodetic Survey in December 1994..
 AA2166
 AA2166.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2166
 AA2166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2166
 AA2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2166
 AA2166.The ellipsoidal height was determined by GPS observations
 AA2166.and is referenced to NAD 83.
 AA2166
 AA2166.The geoid height was determined by GEOID03.
 AA2166
 AA2166;                    North         East     Units Scale Factor Converg.
 AA2166;SPC AL W     -    57,276.023   572,235.533   MT  0.99994284   -0 08 48.8
 AA2166;UTM  16      - 3,376,271.576   424,271.455   MT  0.99967075   -0 24 02.9
 AA2166
 AA2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2166!SPC AL W     -   0.99999999  x   0.99994284  =   0.99994283
 AA2166!UTM  16      -   0.99999999  x   0.99967075  =   0.99967074
 AA2166
 AA2166:                Primary Azimuth Mark                     Grid Az
 AA2166:SPC AL W     -  2 42                                     301 53 20.9
 AA2166:UTM  16      -  2 42                                     302 08 35.0
 AA2166
 AA2166|---------------------------------------------------------------------|
 AA2166| PID    Reference Object                     Distance      Geod. Az  |
 AA2166|                                                           dddmmss.s |
 AA2166| AA2165 2 42                                451.275 METERS 3014432.1 |
 AA2166|---------------------------------------------------------------------|
 AA2166
 AA2166                          SUPERSEDED SURVEY CONTROL
 AA2166
 AA2166  ELLIP H (12/16/94)    0.22   (m)                       GP(       ) 3 2
 AA2166  NGVD 29 (12/16/94)   28.1    (m)           92.     (f) GPS OBS        
 AA2166
 AA2166.Superseded values are not recommended for survey control.
 AA2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2166.See file dsdata.txt to determine how the superseded data were derived.
 AA2166
 AA2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2427176272(NAD 83)
 AA2166_MARKER: DD = SURVEY DISK
 AA2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2166_SP_SET: CONCRETE POST
 AA2166_STAMPING: 2-43 1993
 AA2166_MARK LOGO: ALHD  
 AA2166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2166+STABILITY: SURFACE MOTION
 AA2166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2166+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2166
 AA2166  HISTORY     - Date     Condition        Report By
 AA2166  HISTORY     - 1993     MONUMENTED       ALHD
 AA2166  HISTORY     - 20030701 MARK NOT FOUND   USPSQD
 AA2166
 AA2166                          STATION DESCRIPTION
 AA2166
 AA2166'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2166'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF BALDWIN
 AA2166'COUNTY ROAD 48 ABOUT 5.30 MI (8.53 KM) SOUTHWEST OF ROBERTSDALE AND
 AA2166'ABOUT 9.80 MI (15.77 KM) NORTHWEST OF FOLEY. TO REACH THE STATION FROM
 AA2166'THE JUNCTION OF AL 104 WEST AND AL 59 (MILEPOST 10.77 ON AL 104 AND
 AA2166'MILEPOST 21.36 ON AL 59) IN ROBERTSDALE, DRIVE WEST ON AL 104 FOR 2.45
 AA2166'MI (3.94 KM) TO MILEPOST 8.30 AND BALDWIN COUNTY ROAD 55 LEFT AND
 AA2166'RIGHT. TURN LEFT ON BALDWIN COUNTY ROAD 55 AND DRIVE SOUTH FOR 2.00 MI
 AA2166'(3.22 KM) TO A T-INTERSECTION WITH BALDWIN COUNTY ROAD 55 STRAIGHT
 AA2166'AHEAD AND BALDWIN COUNTY ROAD 48 RIGHT. TURN RIGHT ON BALDWIN COUNTY
 AA2166'ROAD 48 AND DRIVE WEST FOR 2.30 MI (3.70 KM) TO THE STATION ON THE
 AA2166'RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF AN EIGHT STRAND BARBED
 AA2166'WIRE FENCE ON TREATED WOOD POSTS, 26.9 FT (8.2 M) NORTH OF THE
 AA2166'CENTERLINE OF BALDWIN COUNTY ROAD 48, 84.2 FT (25.7 M) WEST OF THE
 AA2166'WEST POST OF A DOUBLE METAL GATE IN THE FENCELINE, 94.4 FT (28.8 M)
 AA2166'NORTHWEST OF A JUNCTION TRANSFORMER POWER POLE WITH ONE GUY WIRE
 AA2166'ACROSS THE ROAD, 111.5 FT (34.0 M) WEST OF THE EAST POST OF A DOUBLE
 AA2166'METAL GATE IN THE FENCELINE, 114.7 FT (35.0 M) WEST OF A TELEPHONE
 AA2166'CABLE PEDESTAL, 120.2 FT (36.6 M) WEST-NORTHWEST OF A PRIVATE DRIVE
 AA2166'SIGN ACROSS THE ROAD, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST
 AA2166'AND SET FLUSH WITH THE GROUND. STATION 2-42 1993 MAY BE USED AS AN
 AA2166'AZIMUTH FOR THIS STATION.
 AA2166
 AA2166                          STATION RECOVERY (2003)
 AA2166
 AA2166'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2166'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2167 ***********************************************************************
 AA2167  DESIGNATION -  2 44
 AA2167  PID         -  AA2167
 AA2167  STATE/COUNTY-  AL/BALDWIN
 AA2167  USGS QUAD   -  ROBERTSDALE (1985)
 AA2167
 AA2167                         *CURRENT SURVEY CONTROL
 AA2167  ___________________________________________________________________
 AA2167* NAD 83(1992)-  30 30 32.79605(N)    087 40 52.98977(W)     ADJUSTED  
 AA2167* NAVD 88     -        35.2    (meters)     115.     (feet)  GPS OBS   
 AA2167  ___________________________________________________________________
 AA2167  X           -     222,503.219 (meters)                     COMP
 AA2167  Y           -  -5,495,324.280 (meters)                     COMP
 AA2167  Z           -   3,219,128.384 (meters)                     COMP
 AA2167  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AA2167  ELLIP HEIGHT-           7.25  (meters)          (08/29/05) GPS OBS
 AA2167  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA2167
 AA2167  HORZ ORDER  -  A
 AA2167  ELLP ORDER  -  FOURTH    CLASS I
 AA2167
 AA2167.The horizontal coordinates were established by GPS observations
 AA2167.and adjusted by the National Geodetic Survey in August 2005..
 AA2167
 AA2167.The orthometric height was determined by GPS observations and a
 AA2167.high-resolution geoid model.
 AA2167
 AA2167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2167
 AA2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2167
 AA2167.The ellipsoidal height was determined by GPS observations
 AA2167.and is referenced to NAD 83.
 AA2167
 AA2167.The geoid height was determined by GEOID03.
 AA2167
 AA2167;                    North         East     Units Scale Factor Converg.
 AA2167;SPC AL W     -    56,448.508   582,589.904   MT  0.99993707   -0 05 31.5
 AA2167;UTM  16      - 3,375,398.431   434,619.177   MT  0.99965273   -0 20 45.4
 AA2167
 AA2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2167!SPC AL W     -   0.99999886  x   0.99993707  =   0.99993593
 AA2167!UTM  16      -   0.99999886  x   0.99965273  =   0.99965159
 AA2167
 AA2167                          SUPERSEDED SURVEY CONTROL
 AA2167
 AA2167  ELLIP H (07/29/02)    7.21   (m)                       GP(       ) 4 1
 AA2167  NAD 83(1992)-  30 30 32.79582(N)    087 40 52.98927(W) AD(       ) 1
 AA2167  ELLIP H (12/16/94)    7.35   (m)                       GP(       ) 3 2
 AA2167  NGVD 29 (12/16/94)   35.1    (m)          115.     (f) GPS OBS        
 AA2167
 AA2167.Superseded values are not recommended for survey control.
 AA2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2167.See file dsdata.txt to determine how the superseded data were derived.
 AA2167
 AA2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3461975398(NAD 83)
 AA2167_MARKER: DD = SURVEY DISK
 AA2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2167_SP_SET: CONCRETE POST
 AA2167_STAMPING: 2-44 1993
 AA2167_MARK LOGO: ALHD  
 AA2167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2167+STABILITY: SURFACE MOTION
 AA2167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2167+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA2167
 AA2167  HISTORY     - Date     Condition        Report By
 AA2167  HISTORY     - 1993     MONUMENTED       ALHD
 AA2167  HISTORY     - 20040412 GOOD             ALHD
 AA2167  HISTORY     - 20040624 GOOD             LOCSUR
 AA2167
 AA2167                          STATION DESCRIPTION
 AA2167
 AA2167'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2167'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA2167'BALDWIN COUNTY DIRT ROAD ABOUT 3.50 MI (5.63 KM) SOUTHEAST OF
 AA2167'ROBERTSDALE AND ABOUT 7.10 MI (11.43 KM) NORTH OF FOLEY. TO REACH THE
 AA2167'STATION FROM THE JUNCTION OF U.S. 98 AND AL 59 (MILEPOST 72.90 ON U.S.
 AA2167'98 AND MILEPOST 11.24 ON AL 59) IN FOLEY, DRIVE NORTH ON U.S. 98 FOR
 AA2167'2.95 MI (4.75 KM) TO MILEPOST 14.20 AND BALDWIN COUNTY ROAD 73 RIGHT.
 AA2167'TURN RIGHT ON BALDWIN COUNTY ROAD 73 AND DRIVE NORTH FOR 1.70 MI (2.74
 AA2167'KM) TO A CROSSROADS WITH BALDWIN COUNTY ROAD 32 LEFT AND RIGHT.
 AA2167'CONTINUE NORTH ON BALDWIN COUNTY ROAD 73 FOR 2.00 MI (3.22 KM) TO
 AA2167'ANOTHER CROSSROADS WITH BALDWIN COUNTY ROAD 36 LEFT AND RIGHT AND A
 AA2167'DIRT ROAD STRAIGHT AHEAD. CONTINUE NORTH ON THE DIRT ROAD FOR 0.50 MI
 AA2167'(0.80 KM) TO A FOUR WAY STOP. TURN RIGHT AT THE FOUR WAY STOP AND
 AA2167'DRIVE EAST ON A DIRT ROAD FOR 0.10 MI (0.16 KM) TO THE STATION ON THE
 AA2167'LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE
 AA2167'FENCE ON GREEN METAL POSTS WITH WHITE TOPS, 14.7 FT (4.5 M) NORTH OF
 AA2167'THE CENTER OF THE DIRT ROAD, 127.0 FT (38.7 M) WEST OF A POWER POLE,
 AA2167'151.4 FT (46.1 M) EAST-NORTHEAST OF A HIGH VOLTAGE POWER POLE ACROSS
 AA2167'THE ROAD, 163.4 FT (49.8 M) WEST OF A HIGH VOLTAGE POWER POLE ACROSS
 AA2167'THE ROAD, 3.1 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET
 AA2167'FLUSH WITH THE GROUND. STATION 2-45 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2167'THIS STATION.
 AA2167
 AA2167                          STATION RECOVERY (2004)
 AA2167
 AA2167'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004
 AA2167'RECOVERED IN GOOD CONDITION.
 AA2167
 AA2167                          STATION RECOVERY (2004)
 AA2167
 AA2167'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (JR)
 AA2167'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2168 ***********************************************************************
 AA2168  DESIGNATION -  2 45
 AA2168  PID         -  AA2168
 AA2168  STATE/COUNTY-  AL/BALDWIN
 AA2168  USGS QUAD   -  ROBERTSDALE (1985)
 AA2168
 AA2168                         *CURRENT SURVEY CONTROL
 AA2168  ___________________________________________________________________
 AA2168* NAD 83(1992)-  30 31 03.75670(N)    087 40 58.38389(W)     ADJUSTED  
 AA2168* NAVD 88     -        40.181  (meters)     131.83   (feet)  ADJUSTED  
 AA2168  ___________________________________________________________________
 AA2168  X           -     222,340.107 (meters)                     COMP
 AA2168  Y           -  -5,494,850.635 (meters)                     COMP
 AA2168  Z           -   3,219,952.269 (meters)                     COMP
 AA2168  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AA2168  ELLIP HEIGHT-          12.17  (meters)          (07/29/02) GPS OBS
 AA2168  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AA2168  DYNAMIC HT  -          40.129 (meters)     131.66  (feet)  COMP
 AA2168  MODELED GRAV-     979,336.0   (mgal)                       NAVD 88
 AA2168
 AA2168  HORZ ORDER  -  FIRST
 AA2168  VERT ORDER  -  FIRST     CLASS II
 AA2168  ELLP ORDER  -  FOURTH    CLASS I
 AA2168
 AA2168.The horizontal coordinates were established by GPS observations
 AA2168.and adjusted by the National Geodetic Survey in December 1994..
 AA2168
 AA2168.The orthometric height was determined by differential leveling
 AA2168.and adjusted by the National Geodetic Survey in July 2002..
 AA2168
 AA2168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2168
 AA2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2168
 AA2168.The ellipsoidal height was determined by GPS observations
 AA2168.and is referenced to NAD 83.
 AA2168
 AA2168.The geoid height was determined by GEOID03.
 AA2168
 AA2168.The dynamic height is computed by dividing the NAVD 88
 AA2168.geopotential number by the normal gravity value computed on the
 AA2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2168.degrees latitude (g = 980.6199 gals.).
 AA2168
 AA2168.The modeled gravity was interpolated from observed gravity values.
 AA2168
 AA2168;                    North         East     Units Scale Factor Converg.
 AA2168;SPC AL W     -    57,402.105   582,447.630   MT  0.99993713   -0 05 34.3
 AA2168;UTM  16      - 3,376,352.378   434,481.169   MT  0.99965296   -0 20 48.4
 AA2168
 AA2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2168!SPC AL W     -   0.99999809  x   0.99993713  =   0.99993522
 AA2168!UTM  16      -   0.99999809  x   0.99965296  =   0.99965105
 AA2168
 AA2168                          SUPERSEDED SURVEY CONTROL
 AA2168
 AA2168  ELLIP H (12/16/94)   12.31   (m)                       GP(       ) 3 2
 AA2168  NGVD 29 (12/16/94)   40.1    (m)          132.     (f) GPS OBS        
 AA2168
 AA2168.Superseded values are not recommended for survey control.
 AA2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2168.See file dsdata.txt to determine how the superseded data were derived.
 AA2168
 AA2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3448176352(NAD 83)
 AA2168_MARKER: DD = SURVEY DISK
 AA2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2168_SP_SET: CONCRETE POST
 AA2168_STAMPING: 2-45 1993
 AA2168_MARK LOGO: ALHD  
 AA2168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2168+STABILITY: SURFACE MOTION
 AA2168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2168+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1996
 AA2168
 AA2168  HISTORY     - Date     Condition        Report By
 AA2168  HISTORY     - 1993     MONUMENTED       ALHD
 AA2168  HISTORY     - 19960228 GOOD             NGS
 AA2168  HISTORY     - 20050122 GOOD             USPSQD
 AA2168
 AA2168                          STATION DESCRIPTION
 AA2168
 AA2168'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2168'THE STATION IS IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF A BALDWIN
 AA2168'COUNTY DIRT ROAD ABOUT 2.95 MI (4.75 KM) SOUTHEAST OF ROBERTSDALE AND
 AA2168'ABOUT 7.65 MI (12.31 KM) NORTH OF FOLEY. TO REACH THE STATION FROM THE
 AA2168'JUNCTION OF U.S. 98 AND AL 59 (MILEPOST 72.90 ON U.S. 98 AND MILEPOST
 AA2168'11.24 ON AL 59) IN FOLEY, DRIVE NORTH ON AL 59 FOR 2.95 MI (4.75 KM)
 AA2168'TO MILEPOST 14.20 AND BALDWIN COUNTY ROAD 73 RIGHT. TURN RIGHT ON
 AA2168'BALDWIN COUNTY ROAD 73 AND DRIVE NORTH FOR 1.70 MI (2.74 KM) TO A
 AA2168'CROSSROADS WITH BALDWIN COUNTY ROAD 32 LEFT AND RIGHT. CONTINUE NORTH
 AA2168'ON BALDWIN COUNTY ROAD 73 FOR 2.00 MI (3.22 KM) TO ANOTHER CROSSROADS
 AA2168'WITH BALDWIN COUNTY ROAD 36 LEFT AND RIGHT AND A DIRT ROAD STRAIGHT
 AA2168'AHEAD. CONTINUE NORTH ON THE DIRT ROAD FOR 0.50 MI (0.80 KM) TO A FOUR
 AA2168'WAY STOP. CONTINUE NORTH AGAIN FOR 0.60 MI (0.97 KM) TO THE STATION ON
 AA2168'THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH
 AA2168'FOUR STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS, 14.0 FT (4.3 M)
 AA2168'EAST OF THE CENTER OF THE DIRT ROAD, 128.3 FT (39.1 M) SOUTH OF A
 AA2168'POWER POLE, 219.5 FT (66.9 M) NORTH OF A POWER POLE, 3.3 FT (1.0 M)
 AA2168'WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2168'STATION 2-44 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2168
 AA2168                          STATION RECOVERY (1996)
 AA2168
 AA2168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA2168'4.7 KM (2.90 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 AA2168'U.S. HIGHWAY 98 IN FOLEY, THENCE 7.6 KM (4.70 MI) NORTHERLY ALONG
 AA2168'COUNTY ROAD 73, 39.8 M (130.6 FT) NORTH OF UTILITY POLE NUMBER 3, 4.5
 AA2168'M (14.8 FT) EAST OF THE ROAD CENTER, 0.9 M (3.0 FT) WEST OF A WITNESS
 AA2168'POST AND FENCE, 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE ROAD, AND THE
 AA2168'MONUMENT IS FLUSH WITH THE GROUND SURFACE.
 AA2168
 AA2168                          STATION RECOVERY (2005)
 AA2168
 AA2168'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAB)
 AA2168'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2169 ***********************************************************************
 AA2169  DESIGNATION -  2 46
 AA2169  PID         -  AA2169
 AA2169  STATE/COUNTY-  AL/BALDWIN
 AA2169  USGS QUAD   -  SEMINOLE (1987)
 AA2169
 AA2169                         *CURRENT SURVEY CONTROL
 AA2169  ___________________________________________________________________
 AA2169* NAD 83(1992)-  30 31 26.48998(N)    087 29 50.86542(W)     ADJUSTED  
 AA2169* NAVD 88     -        17.0    (meters)      56.     (feet)  VERTCON   
 AA2169  ___________________________________________________________________
 AA2169  X           -     240,105.072 (meters)                     COMP
 AA2169  Y           -  -5,493,727.309 (meters)                     COMP
 AA2169  Z           -   3,220,543.642 (meters)                     COMP
 AA2169  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AA2169  ELLIP HEIGHT-         -10.86  (meters)          (07/29/02) GPS OBS
 AA2169  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AA2169
 AA2169  HORZ ORDER  -  FIRST
 AA2169  ELLP ORDER  -  FOURTH    CLASS I
 AA2169
 AA2169.The horizontal coordinates were established by GPS observations
 AA2169.and adjusted by the National Geodetic Survey in December 1994..
 AA2169
 AA2169.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2169
 AA2169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2169
 AA2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2169
 AA2169.The ellipsoidal height was determined by GPS observations
 AA2169.and is referenced to NAD 83.
 AA2169
 AA2169.The geoid height was determined by GEOID03.
 AA2169
 AA2169;                    North         East     Units Scale Factor Converg.
 AA2169;SPC AL W     -    58,087.903   600,243.510   MT  0.99993333   +0 00 04.6
 AA2169;UTM  16      - 3,376,959.119   452,274.669   MT  0.99962810   -0 15 09.6
 AA2169
 AA2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2169!SPC AL W     -   1.00000171  x   0.99993333  =   0.99993504
 AA2169!UTM  16      -   1.00000171  x   0.99962810  =   0.99962980
 AA2169
 AA2169:                Primary Azimuth Mark                     Grid Az
 AA2169:SPC AL W     -  2 47                                     107 27 05.9
 AA2169:UTM  16      -  2 47                                     107 42 20.1
 AA2169
 AA2169|---------------------------------------------------------------------|
 AA2169| PID    Reference Object                     Distance      Geod. Az  |
 AA2169|                                                           dddmmss.s |
 AA2169| AA2170 2 47                                APPROX. 0.5 KM 1072710.5 |
 AA2169|---------------------------------------------------------------------|
 AA2169
 AA2169                          SUPERSEDED SURVEY CONTROL
 AA2169
 AA2169  ELLIP H (12/16/94)  -10.70   (m)                       GP(       ) 3 2
 AA2169  NGVD 29 (12/16/94)   16.9    (m)           55.     (f) GPS OBS        
 AA2169
 AA2169.Superseded values are not recommended for survey control.
 AA2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2169.See file dsdata.txt to determine how the superseded data were derived.
 AA2169
 AA2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5227576959(NAD 83)
 AA2169_MARKER: DD = SURVEY DISK
 AA2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2169_SP_SET: CONCRETE POST
 AA2169_STAMPING: 2-46 1993
 AA2169_MARK LOGO: ALHD  
 AA2169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2169+STABILITY: SURFACE MOTION
 AA2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2169+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2169
 AA2169  HISTORY     - Date     Condition        Report By
 AA2169  HISTORY     - 1993     MONUMENTED       ALHD
 AA2169  HISTORY     - 20050122 GOOD             USPSQD
 AA2169
 AA2169                          STATION DESCRIPTION
 AA2169
 AA2169'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2169'THE STATION IS IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF U.S. 90
 AA2169'ABOUT 12.95 MI (20.84 KM) EAST OF ROBERTSDALE AND ABOUT 13.80 MI
 AA2169'(22.21 KM) NORTHEAST OF FOLEY. TO REACH THE STATION FROM THE JUNCTION
 AA2169'OF U.S. 90 EAST AND AL 59 (MILEPOST 59.94 ON U.S. 90 AND MILEPOST
 AA2169'22.81 ON AL 59) IN ROBERTSDALE, DRIVE EAST AND SOUTHEAST ON U.S. 90
 AA2169'FOR 14.20 MI (22.85 KM) TO MILEPOST 74.15 AND THE STATION ON THE
 AA2169'RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF A HOG WIRE
 AA2169'FENCE WITH TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 25.7 FT
 AA2169'(7.8 M) EAST OF A CONCRETE RIGHT OF WAY MARKER, 37.6 FT (11.5 M)
 AA2169'SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S. 90, 43.2 FT (13.2 M) WEST OF
 AA2169'A TELEPHONE CABLE PEDESTAL (A - 6), 65.4 FT (19.9 M) WEST-NORTHWEST OF
 AA2169'THE NORTHEAST FENCE CORNER OF A HOG WIRE FENCE WITH TWO STRANDS OF
 AA2169'BARBED WIRE ON TREATED WOOD POSTS, 71.0 FT (21.6 M) NORTHWEST OF THE
 AA2169'WEST POST OF A WOODEN GATE LEADING INTO A PASTURE, 81.3 FT (24.8 M)
 AA2169'SOUTH OF A CONCRETE RIGHT OF WAY MARKER ACROSS THE ROAD, 83.5 FT (25.5
 AA2169'M) NORTHWEST OF THE EAST POST OF A WOODEN GATE LEADING INTO A PASTURE,
 AA2169'3.1 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA2169'THE GROUND. STATION 2-47 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2169'STATION.
 AA2169
 AA2169                          STATION RECOVERY (2005)
 AA2169
 AA2169'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAB)
 AA2169'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2170 ***********************************************************************
 AA2170  DESIGNATION -  2 47
 AA2170  PID         -  AA2170
 AA2170  STATE/COUNTY-  AL/BALDWIN
 AA2170  USGS QUAD   -  SEMINOLE (1987)
 AA2170
 AA2170                         *CURRENT SURVEY CONTROL
 AA2170  ___________________________________________________________________
 AA2170* NAD 83(1992)-  30 31 21.38541(N)    087 29 32.11267(W)     ADJUSTED  
 AA2170* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 AA2170  ___________________________________________________________________
 AA2170  X           -     240,608.108 (meters)                     COMP
 AA2170  Y           -  -5,493,786.956 (meters)                     COMP
 AA2170  Z           -   3,220,409.257 (meters)                     COMP
 AA2170  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AA2170  ELLIP HEIGHT-          -8.84  (meters)          (07/29/02) GPS OBS
 AA2170  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AA2170
 AA2170  HORZ ORDER  -  FIRST
 AA2170  ELLP ORDER  -  FOURTH    CLASS I
 AA2170
 AA2170.The horizontal coordinates were established by GPS observations
 AA2170.and adjusted by the National Geodetic Survey in December 1994..
 AA2170
 AA2170.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2170
 AA2170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2170
 AA2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2170
 AA2170.The ellipsoidal height was determined by GPS observations
 AA2170.and is referenced to NAD 83.
 AA2170
 AA2170.The geoid height was determined by GEOID03.
 AA2170
 AA2170;                    North         East     Units Scale Factor Converg.
 AA2170;SPC AL W     -    57,930.742   600,743.432   MT  0.99993334   +0 00 14.2
 AA2170;UTM  16      - 3,376,799.792   452,773.737   MT  0.99962751   -0 15 00.0
 AA2170
 AA2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2170!SPC AL W     -   1.00000139  x   0.99993334  =   0.99993473
 AA2170!UTM  16      -   1.00000139  x   0.99962751  =   0.99962890
 AA2170
 AA2170:                Primary Azimuth Mark                     Grid Az
 AA2170:SPC AL W     -  2 46                                     287 27 05.8
 AA2170:UTM  16      -  2 46                                     287 42 20.0
 AA2170
 AA2170|---------------------------------------------------------------------|
 AA2170| PID    Reference Object                     Distance      Geod. Az  |
 AA2170|                                                           dddmmss.s |
 AA2170| AA2169 2 46                                APPROX. 0.5 KM 2872720.0 |
 AA2170|---------------------------------------------------------------------|
 AA2170
 AA2170                          SUPERSEDED SURVEY CONTROL
 AA2170
 AA2170  ELLIP H (12/16/94)   -8.69   (m)                       GP(       ) 3 2
 AA2170  NGVD 29 (12/16/94)   18.9    (m)           62.     (f) GPS OBS        
 AA2170
 AA2170.Superseded values are not recommended for survey control.
 AA2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2170.See file dsdata.txt to determine how the superseded data were derived.
 AA2170
 AA2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5277476800(NAD 83)
 AA2170_MARKER: DD = SURVEY DISK
 AA2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2170_SP_SET: CONCRETE POST
 AA2170_STAMPING: 2-47 1993
 AA2170_MARK LOGO: ALHD  
 AA2170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2170+STABILITY: SURFACE MOTION
 AA2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2170+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2170
 AA2170  HISTORY     - Date     Condition        Report By
 AA2170  HISTORY     - 1993     MONUMENTED       ALHD
 AA2170  HISTORY     - 20030515 MARK NOT FOUND   USPSQD
 AA2170
 AA2170                          STATION DESCRIPTION
 AA2170
 AA2170'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2170'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF U.S. 90
 AA2170'ABOUT 13.30 MI (21.40 KM) EAST OF ROBERTSDALE AND ABOUT 14.05 MI
 AA2170'(22.61 KM) NORTHEAST OF FOLEY. TO REACH THE STATION FROM THE JUNCTION
 AA2170'OF U.S. 90 EAST AND AL 59 (MILEPOST 59.94 ON U.S. 90 AND MILEPOST
 AA2170'22.81 ON AL 59) IN ROBERTSDALE, DRIVE EAST AND SOUTHEAST ON U.S. 90
 AA2170'FOR 14.55 MI (23.42 KM) TO MILEPOST 74.50 AND THE STATION ON THE LEFT.
 AA2170'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A HOG WIRE FENCE WITH
 AA2170'ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 48.6 FT (14.8 M)
 AA2170'NORTH-NORTHEAST OF THE CENTERLINE OF U.S. 90, 103.5 FT (31.5 M)
 AA2170'NORTH-NORTHWEST OF A POWER POLE ACROSS THE ROAD, 117.2 FT (35.7 M)
 AA2170'NORTHEAST OF THE EAST POST OF A METAL GATE ACROSS THE ROAD, 123.7 FT
 AA2170'(37.7 M) NORTHEAST OF THE WEST POST OF A METAL GATE ACROSS THE ROAD,
 AA2170'2.4 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA2170'THE GROUND. STATION 2-46 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2170'STATION.
 AA2170
 AA2170                          STATION RECOVERY (2003)
 AA2170
 AA2170'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2170'WITNESS POST MISSING, UNABLE TO FIND USING GPS COODINATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2171 ***********************************************************************
 AA2171  DESIGNATION -  2 48
 AA2171  PID         -  AA2171
 AA2171  STATE/COUNTY-  AL/BALDWIN
 AA2171  USGS QUAD   -  ELSANOR (1985)
 AA2171
 AA2171                         *CURRENT SURVEY CONTROL
 AA2171  ___________________________________________________________________
 AA2171* NAD 83(1992)-  30 36 55.39002(N)    087 32 35.64666(W)     ADJUSTED  
 AA2171* NAVD 88     -        35.7    (meters)     117.     (feet)  VERTCON   
 AA2171  ___________________________________________________________________
 AA2171  X           -     235,496.034 (meters)                     COMP
 AA2171  Y           -  -5,488,786.900 (meters)                     COMP
 AA2171  Z           -   3,229,273.837 (meters)                     COMP
 AA2171  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AA2171  ELLIP HEIGHT-           7.74  (meters)          (07/29/02) GPS OBS
 AA2171  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AA2171
 AA2171  HORZ ORDER  -  FIRST
 AA2171  ELLP ORDER  -  FOURTH    CLASS I
 AA2171
 AA2171.The horizontal coordinates were established by GPS observations
 AA2171.and adjusted by the National Geodetic Survey in December 1994..
 AA2171
 AA2171.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2171
 AA2171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2171
 AA2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2171
 AA2171.The ellipsoidal height was determined by GPS observations
 AA2171.and is referenced to NAD 83.
 AA2171
 AA2171.The geoid height was determined by GEOID03.
 AA2171
 AA2171;                    North         East     Units Scale Factor Converg.
 AA2171;SPC AL W     -    68,216.507   595,854.652   MT  0.99993355   -0 01 19.3
 AA2171;UTM  16      - 3,387,104.031   447,932.123   MT  0.99963344   -0 16 36.0
 AA2171
 AA2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2171!SPC AL W     -   0.99999878  x   0.99993355  =   0.99993233
 AA2171!UTM  16      -   0.99999878  x   0.99963344  =   0.99963222
 AA2171
 AA2171:                Primary Azimuth Mark                     Grid Az
 AA2171:SPC AL W     -  2 49                                     352 58 27.9
 AA2171:UTM  16      -  2 49                                     353 13 44.6
 AA2171
 AA2171|---------------------------------------------------------------------|
 AA2171| PID    Reference Object                     Distance      Geod. Az  |
 AA2171|                                                           dddmmss.s |
 AA2171| AA2172 2 49                                401.069 METERS 3525708.6 |
 AA2171|---------------------------------------------------------------------|
 AA2171
 AA2171                          SUPERSEDED SURVEY CONTROL
 AA2171
 AA2171  ELLIP H (12/16/94)    7.89   (m)                       GP(       ) 3 2
 AA2171  NGVD 29 (12/16/94)   35.7    (m)          117.     (f) GPS OBS        
 AA2171
 AA2171.Superseded values are not recommended for survey control.
 AA2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2171.See file dsdata.txt to determine how the superseded data were derived.
 AA2171
 AA2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4793287104(NAD 83)
 AA2171_MARKER: DD = SURVEY DISK
 AA2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2171_SP_SET: CONCRETE POST
 AA2171_STAMPING: 2-48 1993
 AA2171_MARK LOGO: ALHD  
 AA2171_PROJECTION: FLUSH
 AA2171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2171+STABILITY: SURFACE MOTION
 AA2171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2171+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1996
 AA2171
 AA2171  HISTORY     - Date     Condition        Report By
 AA2171  HISTORY     - 1993     MONUMENTED       ALHD
 AA2171  HISTORY     - 19960824 GOOD             BROOKS
 AA2171
 AA2171                          STATION DESCRIPTION
 AA2171
 AA2171'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2171'THE STATION IS IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF BALDWIN
 AA2171'COUNTY ROAD 87 ABOUT 12.55 MI (20.20 KM) EAST OF LOXLEY AND ABOUT
 AA2171'10.85 MI (17.46 KM) EAST-NORTHEAST OF ROBERTSDALE. TO REACH THE
 AA2171'STATION FROM THE JUNCTION OF U.S. 90 EAST AND AL 59 (MILEPOST 59.94 ON
 AA2171'U.S. 90 AND MILEPOST 22.81 ON AL 59) IN ROBERTSDALE, DRIVE EAST AND
 AA2171'SOUTHEAST ON U.S. 90 FOR 8.20 MI (13.20 KM) TO MILEPOST 68.50 AND
 AA2171'BALDWIN COUNTY ROAD 87 LEFT AND RIGHT. TURN LEFT ON BALDWIN COUNTY
 AA2171'ROAD 87 AND DRIVE NORTH AND NORTHEAST FOR 5.95 MI (9.58 KM) TO A DIRT
 AA2171'ROAD RIGHT AND THE STATION ON THE RIGHT. THE STATION IS 26.9 FT (8.2
 AA2171'M) NORTHWEST OF THE NORTH POST OF A ROAD CLOSED SIGN, 29.6 FT (9.0 M)
 AA2171'NORTHWEST OF THE SOUTH POST OF A ROAD CLOSED SIGN, 40.7 FT (12.4 M)
 AA2171'NORTH OF THE CENTER OF A DIRT ROAD, 41.8 FT (12.7 M) EAST OF THE
 AA2171'CENTERLINE OF BALDWIN COUNTY ROAD 87, 57.8 FT (17.6 M) EAST OF A FOUR
 AA2171'FOOT REFLECTOR POST ACROSS THE ROAD, 1.8 FT (0.5 M) WEST OF A
 AA2171'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-49
 AA2171'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2171
 AA2171                          STATION RECOVERY (1996)
 AA2171
 AA2171'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (TB)
 AA2171'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2172 ***********************************************************************
 AA2172  DESIGNATION -  2 49
 AA2172  PID         -  AA2172
 AA2172  STATE/COUNTY-  AL/BALDWIN
 AA2172  USGS QUAD   -  ELSANOR (1985)
 AA2172
 AA2172                         *CURRENT SURVEY CONTROL
 AA2172  ___________________________________________________________________
 AA2172* NAD 83(1992)-  30 37 08.31533(N)    087 32 37.49426(W)     ADJUSTED  
 AA2172* NAVD 88     -        39.6    (meters)     130.     (feet)  VERTCON   
 AA2172  ___________________________________________________________________
 AA2172  X           -     235,438.325 (meters)                     COMP
 AA2172  Y           -  -5,488,589.845 (meters)                     COMP
 AA2172  Z           -   3,229,618.381 (meters)                     COMP
 AA2172  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AA2172  ELLIP HEIGHT-          11.66  (meters)          (07/29/02) GPS OBS
 AA2172  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AA2172
 AA2172  HORZ ORDER  -  FIRST
 AA2172  ELLP ORDER  -  FOURTH    CLASS I
 AA2172
 AA2172.The horizontal coordinates were established by GPS observations
 AA2172.and adjusted by the National Geodetic Survey in December 1994..
 AA2172
 AA2172.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2172
 AA2172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2172
 AA2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2172
 AA2172.The ellipsoidal height was determined by GPS observations
 AA2172.and is referenced to NAD 83.
 AA2172
 AA2172.The geoid height was determined by GEOID03.
 AA2172
 AA2172;                    North         East     Units Scale Factor Converg.
 AA2172;SPC AL W     -    68,614.538   595,805.600   MT  0.99993355   -0 01 20.2
 AA2172;UTM  16      - 3,387,502.156   447,884.855   MT  0.99963350   -0 16 37.0
 AA2172
 AA2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2172!SPC AL W     -   0.99999817  x   0.99993355  =   0.99993172
 AA2172!UTM  16      -   0.99999817  x   0.99963350  =   0.99963167
 AA2172
 AA2172:                Primary Azimuth Mark                     Grid Az
 AA2172:SPC AL W     -  2 48                                     172 58 27.9
 AA2172:UTM  16      -  2 48                                     173 13 44.7
 AA2172
 AA2172|---------------------------------------------------------------------|
 AA2172| PID    Reference Object                     Distance      Geod. Az  |
 AA2172|                                                           dddmmss.s |
 AA2172| AA2171 2 48                                401.069 METERS 1725707.7 |
 AA2172|---------------------------------------------------------------------|
 AA2172
 AA2172                          SUPERSEDED SURVEY CONTROL
 AA2172
 AA2172  ELLIP H (12/16/94)   11.81   (m)                       GP(       ) 3 2
 AA2172  NGVD 29 (12/16/94)   39.6    (m)          130.     (f) GPS OBS        
 AA2172
 AA2172.Superseded values are not recommended for survey control.
 AA2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2172.See file dsdata.txt to determine how the superseded data were derived.
 AA2172
 AA2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4788587502(NAD 83)
 AA2172_MARKER: DD = SURVEY DISK
 AA2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2172_SP_SET: CONCRETE POST
 AA2172_STAMPING: 2-49 1993
 AA2172_MARK LOGO: ALHD  
 AA2172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2172+STABILITY: SURFACE MOTION
 AA2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2172+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 AA2172
 AA2172  HISTORY     - Date     Condition        Report By
 AA2172  HISTORY     - 1993     MONUMENTED       ALHD
 AA2172  HISTORY     - 20030422 GOOD             USPSQD
 AA2172  HISTORY     - 20040429 GOOD             USPSQD
 AA2172  HISTORY     - 20050721 GOOD             USPSQD
 AA2172
 AA2172                          STATION DESCRIPTION
 AA2172
 AA2172'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2172'THE STATION IS IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF BALDWIN
 AA2172'COUNTY ROAD 87 ABOUT 12.40 MI (19.96 KM) EAST OF LOXLEY AND ABOUT
 AA2172'10.85 MI (17.46 KM) EAST-NORTHEAST OF ROBERTSDALE. TO REACH THE
 AA2172'STATION FROM THE JUNCTION OF U.S. 90 EAST AND AL 59 (MILEPOST 59.94 ON
 AA2172'U.S. 90 AND MILEPOST 22.81 ON AL 59) IN ROBERTSDALE, DRIVE EAST AND
 AA2172'SOUTHEAST ON U.S. 90 FOR 8.20 MI (13.20 KM) TO MILEPOST 68.50 AND
 AA2172'BALDWIN COUNTY ROAD 87 LEFT AND RIGHT. TURN LEFT ON BALDWIN COUNTY
 AA2172'ROAD 87 AND DRIVE NORTH AND NORTHEAST FOR 6.20 MI (9.98 KM) TO THE
 AA2172'STATION ON THE LEFT. THE STATION IS 31.3 FT (9.5 M) WEST OF THE
 AA2172'CENTERLINE OF BALDWIN COUNTY ROAD 87, 193.5 FT (59.0 M)
 AA2172'SOUTH-SOUTHWEST OF A YELLOW CONCRETE GAS LINE MARKER ACROSS THE ROAD,
 AA2172'319.0 FT (97.2 M) NORTH-NORTHWEST OF A GRAPHIC RIGHT CURVE SIGN ACROSS
 AA2172'THE ROAD, 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS POST AND SET
 AA2172'FLUSH WITH THE GROUND. STATION 2-48 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2172'THIS STATION.
 AA2172
 AA2172                          STATION RECOVERY (2003)
 AA2172
 AA2172'RECOVERY NOTE BY US POWER SQUADRON 2003 (ILR)
 AA2172'RECOVERED IN GOOD CONDITION.
 AA2172
 AA2172                          STATION RECOVERY (2004)
 AA2172
 AA2172'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2172'RECOVERED IN GOOD CONDITION.
 AA2172
 AA2172                          STATION RECOVERY (2005)
 AA2172
 AA2172'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4999 ***********************************************************************
 BG4999  DESIGNATION -  2 5
 BG4999  PID         -  BG4999
 BG4999  STATE/COUNTY-  AL/BALDWIN
 BG4999  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG4999
 BG4999                         *CURRENT SURVEY CONTROL
 BG4999  ___________________________________________________________________
 BG4999* NAD 83(1992)-  30 56 48.28195(N)    087 49 31.07690(W)     ADJUSTED  
 BG4999* NAVD 88     -        38.1    (meters)     125.     (feet)  VERTCON   
 BG4999  ___________________________________________________________________
 BG4999  X           -     207,758.957 (meters)                     COMP
 BG4999  Y           -  -5,471,094.782 (meters)                     COMP
 BG4999  Z           -   3,260,836.088 (meters)                     COMP
 BG4999  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 BG4999  ELLIP HEIGHT-           9.69  (meters)          (07/29/02) GPS OBS
 BG4999  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BG4999
 BG4999  HORZ ORDER  -  FIRST
 BG4999  ELLP ORDER  -  FOURTH    CLASS I
 BG4999
 BG4999.The horizontal coordinates were established by GPS observations
 BG4999.and adjusted by the National Geodetic Survey in December 1992..
 BG4999
 BG4999.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4999
 BG4999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4999
 BG4999.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4999
 BG4999.The ellipsoidal height was determined by GPS observations
 BG4999.and is referenced to NAD 83.
 BG4999
 BG4999.The geoid height was determined by GEOID03.
 BG4999
 BG4999;                    North         East     Units Scale Factor Converg.
 BG4999;SPC AL W     -   104,994.973   568,917.287   MT  0.99994525   -0 10 02.2
 BG4999;UTM  16      - 3,423,991.945   421,166.897   MT  0.99967666   -0 25 27.9
 BG4999
 BG4999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4999!SPC AL W     -   0.99999848  x   0.99994525  =   0.99994373
 BG4999!UTM  16      -   0.99999848  x   0.99967666  =   0.99967514
 BG4999
 BG4999|---------------------------------------------------------------------|
 BG4999| PID    Reference Object                     Distance      Geod. Az  |
 BG4999|                                                           dddmmss.s |
 BG4999| BG4998 2 4                                 259.187 METERS 26406     |
 BG4999|---------------------------------------------------------------------|
 BG4999
 BG4999                          SUPERSEDED SURVEY CONTROL
 BG4999
 BG4999  ELLIP H (12/04/92)    9.79   (m)                       GP(       ) 4 1
 BG4999  NAD 83(1992)-  30 56 48.30359(N)    087 49 31.08318(W) AD(       ) 1
 BG4999  NGVD 29 (12/04/92)   38.1    (m)          125.     (f) GPS OBS        
 BG4999
 BG4999.Superseded values are not recommended for survey control.
 BG4999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4999.See file dsdata.txt to determine how the superseded data were derived.
 BG4999
 BG4999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2116723992(NAD 83)
 BG4999_MARKER: DD = SURVEY DISK
 BG4999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4999_SP_SET: CONCRETE POST
 BG4999_STAMPING: 2-5 1991
 BG4999_MARK LOGO: ALHD  
 BG4999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG4999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4999+STABILITY: SURFACE MOTION
 BG4999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4999+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG4999
 BG4999  HISTORY     - Date     Condition        Report By
 BG4999  HISTORY     - 1991     MONUMENTED       ALHD
 BG4999
 BG4999                          STATION DESCRIPTION
 BG4999
 BG4999'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG4999'THE STATION IS LOCATED IN BALDWIN COUNTY ON A HIGH VOLTAGE POWER LINE
 BG4999'RIGHT OF WAY, ABOUT 3.90 MI (6.28 KM) SOUTHEAST OF STOCKTON AND ABOUT
 BG4999'5.30 MI (8.53 KM) NORTHWEST OF BAY MINETTE.
 BG4999'TO REACH THE STATION FROM EXIT 34 ON I-65 (MILE POST 52.80 ON ALA 59),
 BG4999'DRIVE SOUTH ON ALA 59 FOR 0.80 MI (1.29 KM) TO A PAVED COUNTY ROAD TO
 BG4999'THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR
 BG4999'0.35 MI (0.56 KM) TO A GATE, PASS THROUGH THE GATE, TURN RIGHT ON A
 BG4999'WOODS ROAD AND DRIVE NORTH FOR 0.10 MI (0.16 KM) TO A GATE, PASS
 BG4999'THROUGH THE GATE AND CONTINUE NORTH FOR 0.30 MI (0.48 KM) TO THE
 BG4999'CLEARED RIGHT OF WAY AND THE STATION ON THE RIGHT.
 BG4999'THE STATION IS LOCATED ON THE POWER LINE RIGHT OF WAY NORTH OF AND IN
 BG4999'LINE WITH A POWER LINE POLE BENT, 56.7 FT (17.3 M) NORTH OF THE NORTH
 BG4999'POLE OF A POWER LINE POLE BENT, 63.0 FT (19.2 M) EAST OF THE CENTER
 BG4999'OF THE WOODS ROAD, 1.5 FT (0.5 M) WEST-SOUTHWEST OF A CARSONITE
 BG4999'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG4999'STATION 2-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG4999'THE COMBINATION FOR BOTH GATE LOCKS IS 1776.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2173 ***********************************************************************
 AA2173  DESIGNATION -  2 50
 AA2173  PID         -  AA2173
 AA2173  STATE/COUNTY-  AL/BALDWIN
 AA2173  USGS QUAD   -  SILVERHILL (1967)
 AA2173
 AA2173                         *CURRENT SURVEY CONTROL
 AA2173  ___________________________________________________________________
 AA2173* NAD 83(1992)-  30 35 16.83974(N)    087 46 34.59013(W)     ADJUSTED  
 AA2173* NAVD 88     -        48.0    (meters)     157.     (feet)  VERTCON   
 AA2173  ___________________________________________________________________
 AA2173  X           -     213,229.885 (meters)                     COMP
 AA2173  Y           -  -5,491,253.525 (meters)                     COMP
 AA2173  Z           -   3,226,667.788 (meters)                     COMP
 AA2173  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AA2173  ELLIP HEIGHT-          19.83  (meters)          (07/29/02) GPS OBS
 AA2173  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AA2173
 AA2173  HORZ ORDER  -  FIRST
 AA2173  ELLP ORDER  -  FOURTH    CLASS I
 AA2173
 AA2173.The horizontal coordinates were established by GPS observations
 AA2173.and adjusted by the National Geodetic Survey in December 1994..
 AA2173
 AA2173.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2173.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2173
 AA2173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2173
 AA2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2173
 AA2173.The ellipsoidal height was determined by GPS observations
 AA2173.and is referenced to NAD 83.
 AA2173
 AA2173.The geoid height was determined by GEOID03.
 AA2173
 AA2173;                    North         East     Units Scale Factor Converg.
 AA2173;SPC AL W     -    65,213.546   573,503.519   MT  0.99994199   -0 08 26.1
 AA2173;UTM  16      - 3,384,201.231   425,574.286   MT  0.99966833   -0 23 42.1
 AA2173
 AA2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2173!SPC AL W     -   0.99999689  x   0.99994199  =   0.99993888
 AA2173!UTM  16      -   0.99999689  x   0.99966833  =   0.99966522
 AA2173
 AA2173                          SUPERSEDED SURVEY CONTROL
 AA2173
 AA2173  ELLIP H (12/16/94)   19.96   (m)                       GP(       ) 3 2
 AA2173  NGVD 29 (12/16/94)   48.0    (m)          157.     (f) GPS OBS        
 AA2173
 AA2173.Superseded values are not recommended for survey control.
 AA2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2173.See file dsdata.txt to determine how the superseded data were derived.
 AA2173
 AA2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2557484201(NAD 83)
 AA2173_MARKER: DD = SURVEY DISK
 AA2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2173_SP_SET: CONCRETE POST
 AA2173_STAMPING: 2-50 1993
 AA2173_MARK LOGO: ALHD  
 AA2173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2173+STABILITY: SURFACE MOTION
 AA2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2173+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 AA2173
 AA2173  HISTORY     - Date     Condition        Report By
 AA2173  HISTORY     - 1993     MONUMENTED       ALHD
 AA2173  HISTORY     - 20030422 GOOD             USPSQD
 AA2173  HISTORY     - 20040429 GOOD             USPSQD
 AA2173  HISTORY     - 20050721 GOOD             USPSQD
 AA2173
 AA2173                          STATION DESCRIPTION
 AA2173
 AA2173'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2173'THE STATION IS IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF BALDWIN
 AA2173'COUNTY ROAD 49 ABOUT 2.75 MI (4.43 KM) SOUTH OF LOXLEY AND ABOUT 4.55
 AA2173'MI (7.32 KM) NORTHWEST OF ROBERTSDALE. TO REACH THE STATION FROM THE
 AA2173'JUNCTION OF U.S. 90 WEST AND AL 59 (MILEPOST 54.55 ON U.S. 90 AND
 AA2173'MILEPOST 28.20 ON AL 59) IN LOXLEY, DRIVE WEST ON U.S. 90 FOR 0.20 MI
 AA2173'(0.32 KM) TO MILEPOST 54.35 AND BALDWIN COUNTY ROAD 49 LEFT AND RIGHT.
 AA2173'TURN LEFT ON BALDWIN COUNTY ROAD 49 AND DRIVE SOUTH FOR 1.00 MI (1.61
 AA2173'KM) TO A CROSSROADS WITH BALDWIN COUNTY ROAD 64 LEFT AND RIGHT.
 AA2173'CONTINUE SOUTH AND WEST ON BALDWIN COUNTY ROAD 49 FOR 3.10 MI (4.99
 AA2173'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST OF
 AA2173'A HOG WIRE FENCE ON OLD TREATED WOOD POSTS WITH ONE STRAND OF BARBED
 AA2173'WIRE, 36.1 FT (11.0 M) WEST OF THE CENTERLINE OF BALDWIN COUNTY ROAD
 AA2173'49, 108.6 FT (33.1 M) NORTH OF A POWER POLE WITH ONE TRANSFORMER AND
 AA2173'ONE GUY WIRE, 2.7 FT (0.8 M) EAST OF A CARSONITE WITNESS POST AND SET
 AA2173'FLUSH WITH THE GROUND. STATION 2-51 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2173'THIS STATION.
 AA2173
 AA2173                          STATION RECOVERY (2003)
 AA2173
 AA2173'RECOVERY NOTE BY US POWER SQUADRON 2003 (ILR)
 AA2173'RECOVERED IN GOOD CONDITION.
 AA2173
 AA2173                          STATION RECOVERY (2004)
 AA2173
 AA2173'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2173'RECOVERED IN GOOD CONDITION.
 AA2173
 AA2173                          STATION RECOVERY (2005)
 AA2173
 AA2173'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2174 ***********************************************************************
 AA2174  DESIGNATION -  2 51
 AA2174  PID         -  AA2174
 AA2174  STATE/COUNTY-  AL/BALDWIN
 AA2174  USGS QUAD   -  SILVERHILL (1967)
 AA2174
 AA2174                         *CURRENT SURVEY CONTROL
 AA2174  ___________________________________________________________________
 AA2174* NAD 83(1992)-  30 35 20.29514(N)    087 46 08.21048(W)     ADJUSTED  
 AA2174* NAVD 88     -        48.1    (meters)     158.     (feet)  VERTCON   
 AA2174  ___________________________________________________________________
 AA2174  X           -     213,930.068 (meters)                     COMP
 AA2174  Y           -  -5,491,172.214 (meters)                     COMP
 AA2174  Z           -   3,226,759.457 (meters)                     COMP
 AA2174  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AA2174  ELLIP HEIGHT-          19.96  (meters)          (07/29/02) GPS OBS
 AA2174  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AA2174
 AA2174  HORZ ORDER  -  FIRST
 AA2174  ELLP ORDER  -  FOURTH    CLASS I
 AA2174
 AA2174.The horizontal coordinates were established by GPS observations
 AA2174.and adjusted by the National Geodetic Survey in December 1994..
 AA2174
 AA2174.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2174
 AA2174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2174
 AA2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2174
 AA2174.The ellipsoidal height was determined by GPS observations
 AA2174.and is referenced to NAD 83.
 AA2174
 AA2174.The geoid height was determined by GEOID03.
 AA2174
 AA2174;                    North         East     Units Scale Factor Converg.
 AA2174;SPC AL W     -    65,318.248   574,206.546   MT  0.99994154   -0 08 12.7
 AA2174;UTM  16      - 3,384,302.781   426,277.577   MT  0.99966705   -0 23 28.7
 AA2174
 AA2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2174!SPC AL W     -   0.99999687  x   0.99994154  =   0.99993841
 AA2174!UTM  16      -   0.99999687  x   0.99966705  =   0.99966392
 AA2174
 AA2174                          SUPERSEDED SURVEY CONTROL
 AA2174
 AA2174  ELLIP H (12/16/94)   20.09   (m)                       GP(       ) 3 2
 AA2174  NGVD 29 (12/16/94)   48.1    (m)          158.     (f) GPS OBS        
 AA2174
 AA2174.Superseded values are not recommended for survey control.
 AA2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2174.See file dsdata.txt to determine how the superseded data were derived.
 AA2174
 AA2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2627884303(NAD 83)
 AA2174_MARKER: DD = SURVEY DISK
 AA2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2174_SP_SET: CONCRETE POST
 AA2174_STAMPING: 2-51 1993
 AA2174_MARK LOGO: ALHD  
 AA2174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2174+STABILITY: SURFACE MOTION
 AA2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2174+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2174
 AA2174  HISTORY     - Date     Condition        Report By
 AA2174  HISTORY     - 1993     MONUMENTED       ALHD
 AA2174  HISTORY     - 20030422 MARK NOT FOUND   USPSQD
 AA2174  HISTORY     - 20050721 MARK NOT FOUND   USPSQD
 AA2174
 AA2174                          STATION DESCRIPTION
 AA2174
 AA2174'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2174'THE STATION IS IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF BALDWIN
 AA2174'COUNTY ROAD 49 ABOUT 2.50 MI (4.02 KM) SOUTH OF LOXLEY AND ABOUT 4.20
 AA2174'MI (6.76 KM) NORTHWEST OF ROBERTSDALE. TO REACH THE STATION FROM THE
 AA2174'JUNCTION OF U.S. 90 WEST AND AL 59 (MILEPOST 54.55 ON U.S. 90 AND
 AA2174'MILEPOST 28.20 ON AL 59) IN LOXLEY, DRIVE WEST ON U.S. 90 FOR 0.20 MI
 AA2174'(0.32 KM) TO MILEPOST 54.35 AND BALDWIN COUNTY ROAD 49 LEFT AND RIGHT.
 AA2174'TURN LEFT ON BALDWIN COUNTY ROAD 49 AND DRIVE SOUTH FOR 1.00 MI (1.61
 AA2174'KM) TO A CROSSROADS WITH BALDWIN COUNTY ROAD 64 LEFT AND RIGHT.
 AA2174'CONTINUE SOUTH AND WEST ON BALDWIN COUNTY ROAD 49 FOR 2.60 MI (4.18
 AA2174'KM) TO THE STATION ON THE LEFT. THE STATION IS 2.9 FT (0.9 M) NORTH OF
 AA2174'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-50
 AA2174'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2174
 AA2174                          STATION RECOVERY (2003)
 AA2174
 AA2174'RECOVERY NOTE BY US POWER SQUADRON 2003 (ILR)
 AA2174'WITNESS POST AND MARKER NOT FOUND AFTER LOOKING FOR CONSIDERABLE TIME.
 AA2174' 
 AA2174
 AA2174                          STATION RECOVERY (2005)
 AA2174
 AA2174'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2175 ***********************************************************************
 AA2175  DESIGNATION -  2 52
 AA2175  PID         -  AA2175
 AA2175  STATE/COUNTY-  AL/BALDWIN
 AA2175  USGS QUAD   -  STAPLETON (1982)
 AA2175
 AA2175                         *CURRENT SURVEY CONTROL
 AA2175  ___________________________________________________________________
 AA2175* NAD 83(1992)-  30 40 19.84846(N)    087 51 06.92690(W)     ADJUSTED  
 AA2175* NAVD 88     -        59.0    (meters)     194.     (feet)  VERTCON   
 AA2175  ___________________________________________________________________
 AA2175  X           -     205,801.608 (meters)                     COMP
 AA2175  Y           -  -5,486,788.704 (meters)                     COMP
 AA2175  Z           -   3,234,702.644 (meters)                     COMP
 AA2175  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AA2175  ELLIP HEIGHT-          30.67  (meters)          (07/29/02) GPS OBS
 AA2175  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AA2175
 AA2175  HORZ ORDER  -  FIRST
 AA2175  ELLP ORDER  -  FOURTH    CLASS I
 AA2175
 AA2175.The horizontal coordinates were established by GPS observations
 AA2175.and adjusted by the National Geodetic Survey in December 1994..
 AA2175
 AA2175.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2175
 AA2175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2175
 AA2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2175
 AA2175.The ellipsoidal height was determined by GPS observations
 AA2175.and is referenced to NAD 83.
 AA2175
 AA2175.The geoid height was determined by GEOID03.
 AA2175
 AA2175;                    North         East     Units Scale Factor Converg.
 AA2175;SPC AL W     -    74,564.498   566,277.464   MT  0.99994736   -0 10 46.3
 AA2175;UTM  16      - 3,393,581.692   418,391.817   MT  0.99968215   -0 26 04.6
 AA2175
 AA2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2175!SPC AL W     -   0.99999518  x   0.99994736  =   0.99994254
 AA2175!UTM  16      -   0.99999518  x   0.99968215  =   0.99967734
 AA2175
 AA2175:                Primary Azimuth Mark                     Grid Az
 AA2175:SPC AL W     -  2 53                                     356 38 59.2
 AA2175:UTM  16      -  2 53                                     356 54 17.5
 AA2175
 AA2175|---------------------------------------------------------------------|
 AA2175| PID    Reference Object                     Distance      Geod. Az  |
 AA2175|                                                           dddmmss.s |
 AA2175| AA2176 2 53                                APPROX. 0.5 KM 3562812.9 |
 AA2175|---------------------------------------------------------------------|
 AA2175
 AA2175                          SUPERSEDED SURVEY CONTROL
 AA2175
 AA2175  ELLIP H (12/16/94)   30.78   (m)                       GP(       ) 3 2
 AA2175  NGVD 29 (12/16/94)   59.0    (m)          194.     (f) GPS OBS        
 AA2175
 AA2175.Superseded values are not recommended for survey control.
 AA2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2175.See file dsdata.txt to determine how the superseded data were derived.
 AA2175
 AA2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1839293582(NAD 83)
 AA2175_MARKER: DD = SURVEY DISK
 AA2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2175_SP_SET: CONCRETE POST
 AA2175_STAMPING: 2-52 1993
 AA2175_MARK LOGO: ALHD  
 AA2175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2175+STABILITY: SURFACE MOTION
 AA2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2175+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 AA2175
 AA2175  HISTORY     - Date     Condition        Report By
 AA2175  HISTORY     - 1993     MONUMENTED       ALHD
 AA2175  HISTORY     - 20030402 GOOD             USPSQD
 AA2175  HISTORY     - 20040419 GOOD             USPSQD
 AA2175  HISTORY     - 20050708 GOOD             USPSQD
 AA2175
 AA2175                          STATION DESCRIPTION
 AA2175
 AA2175'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2175'THE STATION IS IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF AL 181
 AA2175'ABOUT 6.75 MI (10.86 KM) NORTHWEST OF LOXLEY AND ABOUT 5.60 MI (9.01
 AA2175'KM) NORTH-NORTHEAST OF DAPHNE. TO REACH THE STATION FROM THE JUNCTION
 AA2175'OF U.S. 90 AND U.S. 31 NORTH (MILEPOST 43.73 ON U.S. 90 AND MILEPOST
 AA2175'0.00 ON U.S. 31) IN SPANISH FORT, DRIVE EAST ON U.S. 31 FOR 3.65 MI
 AA2175'(5.87 KM) TO MILEPOST 3.65 AND AL 181 RIGHT. TURN RIGHT ON AL 181 AND
 AA2175'DRIVE SOUTH FOR 0.30 MI (0.48 KM) TO MILEPOST 1.15 AND THE STATION ON
 AA2175'THE LEFT IN FRONT OF M AND I FORD TRACTOR AND ENGINE COMPANY. THE
 AA2175'STATION IS 3.0 FT (0.9 M) WEST OF A CHAIN LINK FENCE WITH THREE
 AA2175'STRANDS OF BARBED WIRE, 34.7 FT (10.6 M) NORTH-NORTHWEST OF A M AND I
 AA2175'RENTAL SIGN, 38.5 FT (11.7 M) EAST OF THE CENTERLINE OF THE NORTH
 AA2175'BOUND LANES OF AL 181, 39.9 FT (12.2 M) NORTH OF THE SOUTHWEST FENCE
 AA2175'CORNER OF THE CHAIN LINK FENCE, 70.1 FT (21.4 M) SOUTH OF A FORD/NEW
 AA2175'HOLLAND SIGN, 71.7 FT (21.9 M) NORTH OF THE CENTER OF THE SOUTH
 AA2175'ENTRANCE TO THE FORD TRACTOR SALES, 153.7 FT (46.8 M) SOUTH OF THE
 AA2175'CENTER OF THE NORTH ENTRANCE TO THE FORD TRACTOR SALES, 3.0 FT (0.9 M)
 AA2175'WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2175'STATION 2-53 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2175
 AA2175                          STATION RECOVERY (2003)
 AA2175
 AA2175'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2175'RECOVERED IN GOOD CONDITION.
 AA2175
 AA2175                          STATION RECOVERY (2004)
 AA2175
 AA2175'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2175'WITNESS FOUND .
 AA2175
 AA2175                          STATION RECOVERY (2005)
 AA2175
 AA2175'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2176 ***********************************************************************
 AA2176  DESIGNATION -  2 53
 AA2176  PID         -  AA2176
 AA2176  STATE/COUNTY-  AL/BALDWIN
 AA2176  USGS QUAD   -  STAPLETON (1982)
 AA2176
 AA2176                         *CURRENT SURVEY CONTROL
 AA2176  ___________________________________________________________________
 AA2176* NAD 83(1992)-  30 40 36.96829(N)    087 51 08.14865(W)     ADJUSTED  
 AA2176* NAVD 88     -        60.8    (meters)     199.     (feet)  VERTCON   
 AA2176  ___________________________________________________________________
 AA2176  X           -     205,759.087 (meters)                     COMP
 AA2176  Y           -  -5,486,522.720 (meters)                     COMP
 AA2176  Z           -   3,235,157.026 (meters)                     COMP
 AA2176  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AA2176  ELLIP HEIGHT-          32.50  (meters)          (07/29/02) GPS OBS
 AA2176  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AA2176
 AA2176  HORZ ORDER  -  FIRST
 AA2176  ELLP ORDER  -  FOURTH    CLASS I
 AA2176
 AA2176.The horizontal coordinates were established by GPS observations
 AA2176.and adjusted by the National Geodetic Survey in December 1994..
 AA2176
 AA2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2176
 AA2176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2176
 AA2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2176
 AA2176.The ellipsoidal height was determined by GPS observations
 AA2176.and is referenced to NAD 83.
 AA2176
 AA2176.The geoid height was determined by GEOID03.
 AA2176
 AA2176;                    North         East     Units Scale Factor Converg.
 AA2176;SPC AL W     -    75,091.784   566,246.597   MT  0.99994738   -0 10 47.0
 AA2176;UTM  16      - 3,394,108.971   418,363.306   MT  0.99968221   -0 26 05.4
 AA2176
 AA2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2176!SPC AL W     -   0.99999490  x   0.99994738  =   0.99994228
 AA2176!UTM  16      -   0.99999490  x   0.99968221  =   0.99967711
 AA2176
 AA2176:                Primary Azimuth Mark                     Grid Az
 AA2176:SPC AL W     -  2 52                                     176 38 59.3
 AA2176:UTM  16      -  2 52                                     176 54 17.7
 AA2176
 AA2176|---------------------------------------------------------------------|
 AA2176| PID    Reference Object                     Distance      Geod. Az  |
 AA2176|                                                           dddmmss.s |
 AA2176| AA2175 2 52                                APPROX. 0.5 KM 1762812.3 |
 AA2176|---------------------------------------------------------------------|
 AA2176
 AA2176                          SUPERSEDED SURVEY CONTROL
 AA2176
 AA2176  ELLIP H (12/16/94)   32.61   (m)                       GP(       ) 3 2
 AA2176  NGVD 29 (12/16/94)   60.8    (m)          199.     (f) GPS OBS        
 AA2176
 AA2176.Superseded values are not recommended for survey control.
 AA2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2176.See file dsdata.txt to determine how the superseded data were derived.
 AA2176
 AA2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1836394109(NAD 83)
 AA2176_MARKER: DD = SURVEY DISK
 AA2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2176_SP_SET: CONCRETE POST
 AA2176_STAMPING: 2-53 1993
 AA2176_MARK LOGO: ALHD  
 AA2176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2176+STABILITY: SURFACE MOTION
 AA2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2176+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 AA2176
 AA2176  HISTORY     - Date     Condition        Report By
 AA2176  HISTORY     - 1993     MONUMENTED       ALHD
 AA2176  HISTORY     - 20030402 GOOD             USPSQD
 AA2176  HISTORY     - 20040419 GOOD             USPSQD
 AA2176  HISTORY     - 20050708 GOOD             USPSQD
 AA2176
 AA2176                          STATION DESCRIPTION
 AA2176
 AA2176'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2176'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF U.S. 31
 AA2176'ABOUT 7.05 MI (11.35 KM) NORTHWEST OF LOXLEY AND ABOUT 5.90 MI (9.49
 AA2176'KM) NORTH-NORTHEAST OF DAPHNE. TO REACH THE STATION FROM THE JUNCTION
 AA2176'OF U.S. 90 AND U.S. 31 NORTH (MILEPOST 43.73 ON U.S. 90 AND MILEPOST
 AA2176'0.00 ON U.S. 31) IN SPANISH FORT, DRIVE EAST ON U.S. 31 FOR 3.65 MI
 AA2176'(5.87 KM) TO MILEPOST 3.65, AL 181 RIGHT, AND THE STATION ON THE LEFT
 AA2176'IN FRONT OF DAVIDS CATFISH HOUSE. THE STATION IS 5.5 FT (1.7 M) WEST
 AA2176'OF THE NORTHWEST CORNER OF A NINE FT BY TEN FT FLOWER BED OUTLINED
 AA2176'WITH RAILROAD CROSSTIES, 11.2 FT (3.4 M) NORTH-NORTHWEST OF THE
 AA2176'SOUTHWEST CORNER OF A NINE FT BY TEN FT FLOWER BED OUTLINED WITH
 AA2176'RAILROAD CROSSTIES, 12.4 FT (3.8 M) SOUTH-SOUTHWEST OF THE SOUTHEAST
 AA2176'CORNER OF A PAVED PARKING LOT FOR DAVIDS CATFISH HOUSE, 36.6 FT (11.2
 AA2176'M) NORTH-NORTHEAST OF A JUNCTION POWER AND CABLE POLE WITH ONE
 AA2176'TRANSFORMER AND SEVEN GUY WIRES, 42.6 FT (13.0 M) EAST OF A POWER POLE
 AA2176'WITH A NIGHT LIGHT, 55.2 FT (16.8 M) WEST OF THE NORTH POST OF A
 AA2176'MALBIS MOTOR INN SIGN, 56.0 FT (17.1 M) NORTHWEST OF A TELEPHONE CABLE
 AA2176'PEDESTAL (81), 57.8 FT (17.6 M) NORTHWEST OF A CABLE POLE, 58.6 FT
 AA2176'(17.9 M) WEST-NORTHWEST OF THE SOUTH POST OF A MALBIS MOTOR INN SIGN,
 AA2176'59.5 FT (18.1 M) WEST OF A POWER POLE WITH A METER BOX, 63.4 FT (19.3
 AA2176'M) EAST OF THE NORTH POST OF A DAVIDS CATFISH HOUSE SIGN, 63.9 FT
 AA2176'(19.5 M) EAST-NORTHEAST OF THE SOUTH POST OF A DAVIDS CATFISH HOUSE
 AA2176'SIGN, 1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH
 AA2176'WITH THE GROUND. STATION 2-52 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2176'STATION.
 AA2176
 AA2176                          STATION RECOVERY (2003)
 AA2176
 AA2176'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2176'WITNESS POST MISSING.
 AA2176
 AA2176                          STATION RECOVERY (2004)
 AA2176
 AA2176'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2176'WITNESS POST MISSING.
 AA2176
 AA2176                          STATION RECOVERY (2005)
 AA2176
 AA2176'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2176'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2177 ***********************************************************************
 AA2177  DESIGNATION -  2 54
 AA2177  PID         -  AA2177
 AA2177  STATE/COUNTY-  AL/BALDWIN
 AA2177  USGS QUAD   -  STAPLETON (1982)
 AA2177
 AA2177                         *CURRENT SURVEY CONTROL
 AA2177  ___________________________________________________________________
 AA2177* NAD 83(1992)-  30 40 32.46077(N)    087 45 30.97621(W)     ADJUSTED  
 AA2177* NAVD 88     -        59.0    (meters)     194.     (feet)  VERTCON   
 AA2177  ___________________________________________________________________
 AA2177  X           -     214,730.108 (meters)                     COMP
 AA2177  Y           -  -5,486,248.306 (meters)                     COMP
 AA2177  Z           -   3,235,036.746 (meters)                     COMP
 AA2177  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AA2177  ELLIP HEIGHT-          30.75  (meters)          (07/29/02) GPS OBS
 AA2177  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA2177
 AA2177  HORZ ORDER  -  FIRST
 AA2177  ELLP ORDER  -  FOURTH    CLASS I
 AA2177
 AA2177.The horizontal coordinates were established by GPS observations
 AA2177.and adjusted by the National Geodetic Survey in December 1994..
 AA2177
 AA2177.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2177.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2177
 AA2177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2177
 AA2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2177
 AA2177.The ellipsoidal height was determined by GPS observations
 AA2177.and is referenced to NAD 83.
 AA2177
 AA2177.The geoid height was determined by GEOID03.
 AA2177
 AA2177;                    North         East     Units Scale Factor Converg.
 AA2177;SPC AL W     -    74,928.572   575,220.589   MT  0.99994091   -0 07 55.0
 AA2177;UTM  16      - 3,393,905.859   427,334.055   MT  0.99966514   -0 23 13.3
 AA2177
 AA2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2177!SPC AL W     -   0.99999517  x   0.99994091  =   0.99993608
 AA2177!UTM  16      -   0.99999517  x   0.99966514  =   0.99966031
 AA2177
 AA2177:                Primary Azimuth Mark                     Grid Az
 AA2177:SPC AL W     -  2 55                                     357 05 09.4
 AA2177:UTM  16      -  2 55                                     357 20 27.7
 AA2177
 AA2177|---------------------------------------------------------------------|
 AA2177| PID    Reference Object                     Distance      Geod. Az  |
 AA2177|                                                           dddmmss.s |
 AA2177| AA2178 2 55                                450.572 METERS 3565714.4 |
 AA2177|---------------------------------------------------------------------|
 AA2177
 AA2177                          SUPERSEDED SURVEY CONTROL
 AA2177
 AA2177  ELLIP H (12/16/94)   30.87   (m)                       GP(       ) 3 2
 AA2177  NGVD 29 (12/16/94)   58.9    (m)          193.     (f) GPS OBS        
 AA2177
 AA2177.Superseded values are not recommended for survey control.
 AA2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2177.See file dsdata.txt to determine how the superseded data were derived.
 AA2177
 AA2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2733493906(NAD 83)
 AA2177_MARKER: DD = SURVEY DISK
 AA2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2177_SP_SET: CONCRETE POST
 AA2177_STAMPING: 2-54 1993
 AA2177_MARK LOGO: ALHD  
 AA2177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2177+STABILITY: SURFACE MOTION
 AA2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2177+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2177
 AA2177  HISTORY     - Date     Condition        Report By
 AA2177  HISTORY     - 1993     MONUMENTED       ALHD
 AA2177
 AA2177                          STATION DESCRIPTION
 AA2177
 AA2177'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2177'THE STATION IS IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF A PAVED
 AA2177'COUNTY ROAD ABOUT 3.70 MI (5.95 KM) NORTH OF LOXLEY AND ABOUT 9.90 MI
 AA2177'(15.93 KM) NORTHEAST OF DAPHNE. TO REACH THE STATION FROM THE JUNCTION
 AA2177'OF U.S. 31 AND AL 59 (MILEPOST 20.39 ON U.S. 31 AND MILEPOST 46.26 ON
 AA2177'AL 59) IN BAY MINETTE, DRIVE SOUTH ON U.S. 31 AND AL 59 FOR 10.55 MI
 AA2177'(16.98 KM) TO A Y-INTERSECTION WITH U.S. 31 BEARING RIGHT AND AL 59
 AA2177'LEFT. TURN LEFT ON AL 59 AND DRIVE SOUTH FOR 3.15 MI (5.07 KM) TO
 AA2177'MILEPOST 32.55 AND A PAVED COUNTY ROAD LEFT. TURN LEFT ON THE PAVED
 AA2177'COUNTY ROAD AND DRIVE SOUTHEAST AND SOUTH FOR 1.30 MI (2.09 KM) TO THE
 AA2177'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR
 AA2177'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 35.6 FT (10.9 M) EAST
 AA2177'OF THE CENTERLINE OF A PAVED COUNTY ROAD, 136.5 FT (41.6 M)
 AA2177'NORTH-NORTHEAST OF A POWER POLE ACROSS THE ROAD, 190.6 FT (58.1 M)
 AA2177'NORTH OF A POWER POLE IN THE FENCELINE, 2.9 FT (0.9 M) WEST OF A
 AA2177'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-55
 AA2177'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2178 ***********************************************************************
 AA2178  DESIGNATION -  2 55
 AA2178  PID         -  AA2178
 AA2178  STATE/COUNTY-  AL/BALDWIN
 AA2178  USGS QUAD   -  STAPLETON (1982)
 AA2178
 AA2178                         *CURRENT SURVEY CONTROL
 AA2178  ___________________________________________________________________
 AA2178* NAD 83(1992)-  30 40 47.07117(N)    087 45 31.87572(W)     ADJUSTED  
 AA2178* NAVD 88     -        60.7    (meters)     199.     (feet)  VERTCON   
 AA2178  ___________________________________________________________________
 AA2178  X           -     214,697.264 (meters)                     COMP
 AA2178  Y           -  -5,486,021.343 (meters)                     COMP
 AA2178  Z           -   3,235,424.597 (meters)                     COMP
 AA2178  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AA2178  ELLIP HEIGHT-          32.48  (meters)          (07/29/02) GPS OBS
 AA2178  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA2178
 AA2178  HORZ ORDER  -  FIRST
 AA2178  ELLP ORDER  -  FOURTH    CLASS I
 AA2178
 AA2178.The horizontal coordinates were established by GPS observations
 AA2178.and adjusted by the National Geodetic Survey in December 1994..
 AA2178
 AA2178.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2178
 AA2178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2178
 AA2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2178
 AA2178.The ellipsoidal height was determined by GPS observations
 AA2178.and is referenced to NAD 83.
 AA2178
 AA2178.The geoid height was determined by GEOID03.
 AA2178
 AA2178;                    North         East     Units Scale Factor Converg.
 AA2178;SPC AL W     -    75,378.535   575,197.684   MT  0.99994092   -0 07 55.5
 AA2178;UTM  16      - 3,394,355.795   427,313.160   MT  0.99966517   -0 23 14.0
 AA2178
 AA2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2178!SPC AL W     -   0.99999490  x   0.99994092  =   0.99993582
 AA2178!UTM  16      -   0.99999490  x   0.99966517  =   0.99966007
 AA2178
 AA2178:                Primary Azimuth Mark                     Grid Az
 AA2178:SPC AL W     -  2 54                                     177 05 09.4
 AA2178:UTM  16      -  2 54                                     177 20 27.9
 AA2178
 AA2178|---------------------------------------------------------------------|
 AA2178| PID    Reference Object                     Distance      Geod. Az  |
 AA2178|                                                           dddmmss.s |
 AA2178| AA2177 2 54                                450.572 METERS 1765713.9 |
 AA2178|---------------------------------------------------------------------|
 AA2178
 AA2178                          SUPERSEDED SURVEY CONTROL
 AA2178
 AA2178  ELLIP H (12/16/94)   32.61   (m)                       GP(       ) 3 2
 AA2178  NGVD 29 (12/16/94)   60.7    (m)          199.     (f) GPS OBS        
 AA2178
 AA2178.Superseded values are not recommended for survey control.
 AA2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2178.See file dsdata.txt to determine how the superseded data were derived.
 AA2178
 AA2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2731394356(NAD 83)
 AA2178_MARKER: DD = SURVEY DISK
 AA2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2178_SP_SET: CONCRETE POST
 AA2178_STAMPING: 2-55 1993
 AA2178_MARK LOGO: ALHD  
 AA2178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2178+STABILITY: SURFACE MOTION
 AA2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2178+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2178
 AA2178  HISTORY     - Date     Condition        Report By
 AA2178  HISTORY     - 1993     MONUMENTED       ALHD
 AA2178
 AA2178                          STATION DESCRIPTION
 AA2178
 AA2178'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2178'THE STATION IS IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA2178'COUNTY ROAD ABOUT 4.00 MI (6.44 KM) NORTH OF LOXLEY AND ABOUT 10.00 MI
 AA2178'(16.09 KM) NORTHEAST OF DAPHNE. TO REACH THE STATION FROM THE JUNCTION
 AA2178'OF U.S. 31 AND AL 59 (MILEPOST 20.39 ON U.S. 31 AND MILEPOST 46.26 ON
 AA2178'AL 59) IN BAY MINETTE, DRIVE SOUTH ON U.S. 31 AND AL 59 FOR 10.55 MI
 AA2178'(16.98 KM) TO A Y-INTERSECTION WITH U.S. 31 BEARING RIGHT AND AL 59
 AA2178'LEFT. TURN LEFT ON AL 59 AND DRIVE SOUTH FOR 3.15 MI (5.07 KM) TO
 AA2178'MILEPOST 32.55 AND A PAVED COUNTY ROAD LEFT. TURN LEFT ON THE PAVED
 AA2178'COUNTY ROAD AND DRIVE SOUTHEAST AND SOUTH FOR 1.00 MI (1.61 KM) TO THE
 AA2178'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST OF A FOUR
 AA2178'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 34.9 FT (10.6 M) WEST
 AA2178'OF THE CENTERLINE OF A PAVED COUNTY ROAD, 74.3 FT (22.6 M) SOUTHWEST
 AA2178'OF A GRAPHIC LEFT CURVE SIGN ACROSS THE ROAD, 112.0 FT (34.1 M)
 AA2178'SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 2.9 FT (0.9 M) EAST OF A
 AA2178'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-54
 AA2178'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2179 ***********************************************************************
 AA2179  DESIGNATION -  2 56
 AA2179  PID         -  AA2179
 AA2179  STATE/COUNTY-  AL/BALDWIN
 AA2179  USGS QUAD   -  STEELWOOD LAKE (1986)
 AA2179
 AA2179                         *CURRENT SURVEY CONTROL
 AA2179  ___________________________________________________________________
 AA2179* NAD 83(1992)-  30 42 59.13852(N)    087 39 58.16735(W)     ADJUSTED  
 AA2179* NAVD 88     -        53.3    (meters)     175.     (feet)  VERTCON   
 AA2179  ___________________________________________________________________
 AA2179  X           -     223,487.806 (meters)                     COMP
 AA2179  Y           -  -5,483,585.907 (meters)                     COMP
 AA2179  Z           -   3,238,918.039 (meters)                     COMP
 AA2179  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AA2179  ELLIP HEIGHT-          25.14  (meters)          (07/29/02) GPS OBS
 AA2179  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AA2179
 AA2179  HORZ ORDER  -  FIRST
 AA2179  ELLP ORDER  -  FOURTH    CLASS I
 AA2179
 AA2179.The horizontal coordinates were established by GPS observations
 AA2179.and adjusted by the National Geodetic Survey in December 1994..
 AA2179
 AA2179.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2179.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2179
 AA2179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2179
 AA2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2179
 AA2179.The ellipsoidal height was determined by GPS observations
 AA2179.and is referenced to NAD 83.
 AA2179
 AA2179.The geoid height was determined by GEOID03.
 AA2179
 AA2179;                    North         East     Units Scale Factor Converg.
 AA2179;SPC AL W     -    79,428.562   584,085.528   MT  0.99993646   -0 05 05.5
 AA2179;UTM  16      - 3,398,365.056   436,216.456   MT  0.99965019   -0 20 25.0
 AA2179
 AA2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2179!SPC AL W     -   0.99999605  x   0.99993646  =   0.99993251
 AA2179!UTM  16      -   0.99999605  x   0.99965019  =   0.99964624
 AA2179
 AA2179:                Primary Azimuth Mark                     Grid Az
 AA2179:SPC AL W     -  2 57                                     313 27 53.1
 AA2179:UTM  16      -  2 57                                     313 43 12.6
 AA2179
 AA2179|---------------------------------------------------------------------|
 AA2179| PID    Reference Object                     Distance      Geod. Az  |
 AA2179|                                                           dddmmss.s |
 AA2179| AA2180 2 57                                APPROX. 0.5 KM 3132247.6 |
 AA2179|---------------------------------------------------------------------|
 AA2179
 AA2179                          SUPERSEDED SURVEY CONTROL
 AA2179
 AA2179  ELLIP H (12/16/94)   25.28   (m)                       GP(       ) 3 2
 AA2179  NGVD 29 (12/16/94)   53.3    (m)          175.     (f) GPS OBS        
 AA2179
 AA2179.Superseded values are not recommended for survey control.
 AA2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2179.See file dsdata.txt to determine how the superseded data were derived.
 AA2179
 AA2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3621698365(NAD 83)
 AA2179_MARKER: DD = SURVEY DISK
 AA2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2179_SP_SET: CONCRETE POST
 AA2179_STAMPING: 2-56 1993
 AA2179_MARK LOGO: ALHD  
 AA2179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2179+STABILITY: SURFACE MOTION
 AA2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2179+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2179
 AA2179  HISTORY     - Date     Condition        Report By
 AA2179  HISTORY     - 1993     MONUMENTED       ALHD
 AA2179
 AA2179                          STATION DESCRIPTION
 AA2179
 AA2179'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2179'THE STATION IS IN BALDWIN COUNTY ON THE SOUTHWEST RIGHT OF WAY OF A
 AA2179'BALDWIN COUNTY DIRT ROAD ABOUT 8.25 MI (13.28 KM) NORTHEAST OF LOXLEY
 AA2179'AND ABOUT 13.10 MI (21.08 KM) SOUTHEAST OF BAY MINETTE. TO REACH THE
 AA2179'STATION FROM THE JUNCTION OF U.S. 31 AND AL 59 (MILEPOST 20.39 ON U.S.
 AA2179'31 AND MILEPOST 46.26 ON AL 59) IN BAY MINETTE, DRIVE SOUTH ON U.S. 31
 AA2179'AND AL 59 FOR 10.55 MI (16.98 KM) TO A Y-INTERSECTION WITH U.S. 31
 AA2179'BEARING RIGHT AND AL 59 LEFT. TURN LEFT ON AL 59 AND DRIVE SOUTH FOR
 AA2179'3.15 MI (5.07 KM) TO MILEPOST 32.55 AND A PAVED COUNTY ROAD LEFT. TURN
 AA2179'LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTHEAST FOR 0.70 MI (1.13
 AA2179'KM) TO A DIRT ROAD LEFT. TURN LEFT ON THE DIRT ROAD AND DRIVE EAST FOR
 AA2179'6.15 MI (9.90 KM) TO A T-INTERSECTION WITH A DIRT ROAD STRAIGHT AHEAD
 AA2179'AND A DIRT ROAD LEFT. TURN LEFT ON A DIRT ROAD AND DRIVE NORTH AND
 AA2179'NORTHWEST FOR 1.40 MI (2.25 KM) TO THE STATION ON THE LEFT. THE
 AA2179'STATION IS 19.5 FT (5.9 M) SOUTHWEST OF THE CENTER OF A DIRT AND
 AA2179'GRAVEL ROAD, 101.0 FT (30.8 M) SOUTHEAST OF A POWER POLE WITH ONE GUY
 AA2179'WIRE ATTACHED TO A STABILIZER POLE ACROSS THE ROAD, 1.8 FT (0.5 M)
 AA2179'SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2179'STATION 2-57 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2180 ***********************************************************************
 AA2180  DESIGNATION -  2 57
 AA2180  PID         -  AA2180
 AA2180  STATE/COUNTY-  AL/BALDWIN
 AA2180  USGS QUAD   -  STEELWOOD LAKE (1986)
 AA2180
 AA2180                         *CURRENT SURVEY CONTROL
 AA2180  ___________________________________________________________________
 AA2180* NAD 83(1992)-  30 43 10.61635(N)    087 40 12.22614(W)     ADJUSTED  
 AA2180* NAVD 88     -        54.2    (meters)     178.     (feet)  VERTCON   
 AA2180  ___________________________________________________________________
 AA2180  X           -     223,106.741 (meters)                     COMP
 AA2180  Y           -  -5,483,421.484 (meters)                     COMP
 AA2180  Z           -   3,239,222.368 (meters)                     COMP
 AA2180  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AA2180  ELLIP HEIGHT-          26.03  (meters)          (07/29/02) GPS OBS
 AA2180  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AA2180
 AA2180  HORZ ORDER  -  FIRST
 AA2180  ELLP ORDER  -  FOURTH    CLASS I
 AA2180
 AA2180.The horizontal coordinates were established by GPS observations
 AA2180.and adjusted by the National Geodetic Survey in December 1994..
 AA2180
 AA2180.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2180.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2180
 AA2180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2180
 AA2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2180
 AA2180.The ellipsoidal height was determined by GPS observations
 AA2180.and is referenced to NAD 83.
 AA2180
 AA2180.The geoid height was determined by GEOID03.
 AA2180
 AA2180;                    North         East     Units Scale Factor Converg.
 AA2180;SPC AL W     -    79,782.568   583,712.024   MT  0.99993660   -0 05 12.7
 AA2180;UTM  16      - 3,398,720.622   435,844.640   MT  0.99965077   -0 20 32.3
 AA2180
 AA2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2180!SPC AL W     -   0.99999591  x   0.99993660  =   0.99993251
 AA2180!UTM  16      -   0.99999591  x   0.99965077  =   0.99964668
 AA2180
 AA2180:                Primary Azimuth Mark                     Grid Az
 AA2180:SPC AL W     -  2 56                                     133 27 53.1
 AA2180:UTM  16      -  2 56                                     133 43 12.7
 AA2180
 AA2180|---------------------------------------------------------------------|
 AA2180| PID    Reference Object                     Distance      Geod. Az  |
 AA2180|                                                           dddmmss.s |
 AA2180| AA2179 2 56                                APPROX. 0.5 KM 1332240.4 |
 AA2180|---------------------------------------------------------------------|
 AA2180
 AA2180                          SUPERSEDED SURVEY CONTROL
 AA2180
 AA2180  ELLIP H (12/16/94)   26.17   (m)                       GP(       ) 3 2
 AA2180  NGVD 29 (12/16/94)   54.2    (m)          178.     (f) GPS OBS        
 AA2180
 AA2180.Superseded values are not recommended for survey control.
 AA2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2180.See file dsdata.txt to determine how the superseded data were derived.
 AA2180
 AA2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3584598721(NAD 83)
 AA2180_MARKER: DD = SURVEY DISK
 AA2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2180_SP_SET: CONCRETE POST
 AA2180_STAMPING: 2-57 1993
 AA2180_MARK LOGO: ALHD  
 AA2180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2180+STABILITY: SURFACE MOTION
 AA2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2180+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2180
 AA2180  HISTORY     - Date     Condition        Report By
 AA2180  HISTORY     - 1993     MONUMENTED       ALHD
 AA2180
 AA2180                          STATION DESCRIPTION
 AA2180
 AA2180'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2180'THE STATION IS IN BALDWIN COUNTY ON THE SOUTHWEST RIGHT OF WAY OF A
 AA2180'BALDWIN COUNTY DIRT ROAD ABOUT 8.30 MI (13.36 KM) NORTHEAST OF LOXLEY
 AA2180'AND ABOUT 12.85 MI (20.68 KM) SOUTHEAST OF BAY MINETTE. TO REACH THE
 AA2180'STATION FROM THE JUNCTION OF U.S. 31 AND AL 59 (MILEPOST 20.39 ON U.S.
 AA2180'31 AND MILEPOST 46.26 ON AL 59) IN BAY MINETTE, DRIVE SOUTH ON U.S. 31
 AA2180'AND AL 59 FOR 10.55 MI (16.98 KM) TO A Y-INTERSECTION WITH U.S. 31
 AA2180'BEARING RIGHT AND AL 59 LEFT. TURN LEFT ON AL 59 AND DRIVE SOUTH FOR
 AA2180'3.15 MI (5.07 KM) TO MILEPOST 32.55 AND A PAVED COUNTY ROAD LEFT. TURN
 AA2180'LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTHEAST FOR 0.70 MI (1.13
 AA2180'KM) TO A DIRT ROAD LEFT. TURN LEFT ON THE DIRT ROAD AND DRIVE EAST FOR
 AA2180'6.15 MI (9.90 KM) TO A T-INTERSECTION WITH A DIRT ROAD STRAIGHT AHEAD
 AA2180'AND A DIRT ROAD LEFT. TURN LEFT ON A DIRT ROAD AND DRIVE NORTH AND
 AA2180'NORTHWEST FOR 1.70 MI (2.74 KM) TO THE STATION ON THE LEFT. THE
 AA2180'STATION IS 18.2 FT (5.5 M) SOUTHWEST OF THE CENTER OF A DIRT AND
 AA2180'GRAVEL ROAD, 88.5 FT (27.0 M) NORTHWEST OF THE CENTER OF THE ENTRANCE
 AA2180'OF A FIELD ROAD, 116.0 FT (35.4 M) NORTHWEST OF A POWER POLE, 2.0 FT
 AA2180'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2180'GROUND. STATION 2-56 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2181 ***********************************************************************
 AA2181  DESIGNATION -  2 58
 AA2181  PID         -  AA2181
 AA2181  STATE/COUNTY-  AL/BALDWIN
 AA2181  USGS QUAD   -  GATESWOOD (1994)
 AA2181
 AA2181                         *CURRENT SURVEY CONTROL
 AA2181  ___________________________________________________________________
 AA2181* NAD 83(1992)-  30 41 55.65367(N)    087 31 34.78755(W)     ADJUSTED  
 AA2181* NAVD 88     -        52.7    (meters)     173.     (feet)  VERTCON   
 AA2181  ___________________________________________________________________
 AA2181  X           -     236,912.640 (meters)                     COMP
 AA2181  Y           -  -5,484,021.210 (meters)                     COMP
 AA2181  Z           -   3,237,236.868 (meters)                     COMP
 AA2181  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AA2181  ELLIP HEIGHT-          24.68  (meters)          (07/29/02) GPS OBS
 AA2181  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AA2181
 AA2181  HORZ ORDER  -  FIRST
 AA2181  ELLP ORDER  -  FOURTH    CLASS I
 AA2181
 AA2181.The horizontal coordinates were established by GPS observations
 AA2181.and adjusted by the National Geodetic Survey in December 1994..
 AA2181
 AA2181.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2181.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2181
 AA2181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2181
 AA2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2181
 AA2181.The ellipsoidal height was determined by GPS observations
 AA2181.and is referenced to NAD 83.
 AA2181
 AA2181.The geoid height was determined by GEOID03.
 AA2181
 AA2181;                    North         East     Units Scale Factor Converg.
 AA2181;SPC AL W     -    77,462.142   597,477.684   MT  0.99993341   -0 00 48.4
 AA2181;UTM  16      - 3,396,339.570   449,595.779   MT  0.99963134   -0 16 07.4
 AA2181
 AA2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2181!SPC AL W     -   0.99999612  x   0.99993341  =   0.99992953
 AA2181!UTM  16      -   0.99999612  x   0.99963134  =   0.99962747
 AA2181
 AA2181:                Primary Azimuth Mark                     Grid Az
 AA2181:SPC AL W     -  2 59                                     105 04 26.6
 AA2181:UTM  16      -  2 59                                     105 19 45.6
 AA2181
 AA2181|---------------------------------------------------------------------|
 AA2181| PID    Reference Object                     Distance      Geod. Az  |
 AA2181|                                                           dddmmss.s |
 AA2181| AA2182 2 59                                409.932 METERS 1050338.2 |
 AA2181|---------------------------------------------------------------------|
 AA2181
 AA2181                          SUPERSEDED SURVEY CONTROL
 AA2181
 AA2181  ELLIP H (12/16/94)   24.82   (m)                       GP(       ) 3 2
 AA2181  NGVD 29 (12/16/94)   52.7    (m)          173.     (f) GPS OBS        
 AA2181
 AA2181.Superseded values are not recommended for survey control.
 AA2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2181.See file dsdata.txt to determine how the superseded data were derived.
 AA2181
 AA2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4959696340(NAD 83)
 AA2181_MARKER: DD = SURVEY DISK
 AA2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2181_SP_SET: CONCRETE POST
 AA2181_STAMPING: 2-58 1993
 AA2181_MARK LOGO: ALHD  
 AA2181_PROJECTION: FLUSH
 AA2181_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2181+STABILITY: SURFACE MOTION
 AA2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2181+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2181
 AA2181  HISTORY     - Date     Condition        Report By
 AA2181  HISTORY     - 1993     MONUMENTED       ALHD
 AA2181  HISTORY     - 19960824 GOOD             BROOKS
 AA2181  HISTORY     - 19970211 GOOD             BDE
 AA2181  HISTORY     - 20030809 GOOD             USPSQD
 AA2181  HISTORY     - 20051025 GOOD             USPSQD
 AA2181
 AA2181                          STATION DESCRIPTION
 AA2181
 AA2181'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2181'THE STATION IS IN BALDWIN COUNTY ON THE SOUTHWEST RIGHT OF WAY OF AL
 AA2181'112 ABOUT 14.45 MI (23.25 KM) EAST-NORTHEAST OF LOXLEY AND ABOUT 19.40
 AA2181'MI (31.22 KM) SOUTHEAST OF BAY MINETTE. TO REACH THE STATION FROM THE
 AA2181'JUNCTION OF U.S. 31 AND AL 112 SOUTH (MILEPOST 22.56 ON U.S. 31 AND
 AA2181'MILEPOST 30.29 ON AL 112) IN BAY MINETTE, DRIVE EAST AND SOUTHEAST ON
 AA2181'AL 112 FOR 20.05 MI (32.27 KM) TO MILEPOST 10.25 AND THE STATION ON
 AA2181'THE RIGHT. THE STATION IS 13.0 FT (4.0 M) SOUTHWEST OF A COUNTY ROAD
 AA2181'87 RIGHT SIGN, 16.5 FT (5.0 M) SOUTHWEST OF AN OLD COUNTY ROAD 87 /
 AA2181'HIGHWAY 112 STREET SIGN, 23.2 FT (7.1 M) WEST OF A THREE-INCH WHITE
 AA2181'PVC CABLE ROUTE POST WITH AN ORANGE TOP, 40.1 FT (12.2 M)
 AA2181'SOUTH-SOUTHWEST OF THE CENTERLINE OF AL 112, 46.2 FT (14.1 M)
 AA2181'NORTH-NORTHWEST OF A JUNCTION POWER POLE WITH ONE GUY WIRE AND ONE
 AA2181'TRANSFORMER, 46.3 FT (14.1 M) EAST-SOUTHEAST OF AN OLD RUSTY 76
 AA2181'STATION SIGN, 64.5 FT (19.7 M) WEST OF THE CENTERLINE OF COUNTY ROAD
 AA2181'87, 1.5 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH
 AA2181'WITH THE GROUND. STATION 2-59 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2181'STATION.
 AA2181
 AA2181                          STATION RECOVERY (1996)
 AA2181
 AA2181'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (TB)
 AA2181'GOOD FOR GPS.
 AA2181
 AA2181                          STATION RECOVERY (1997)
 AA2181
 AA2181'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2181'RECOVERED AS DESCRIBED.
 AA2181
 AA2181                          STATION RECOVERY (2003)
 AA2181
 AA2181'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2181'WITNESS POST BROKEN OFF AND LAYING ON THE GROUND. DELETE OLD RUSTY 76
 AA2181'STATION SIGN.
 AA2181
 AA2181                          STATION RECOVERY (2005)
 AA2181
 AA2181'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2181'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2182 ***********************************************************************
 AA2182  DESIGNATION -  2 59
 AA2182  PID         -  AA2182
 AA2182  STATE/COUNTY-  AL/BALDWIN
 AA2182  USGS QUAD   -  GATESWOOD (1994)
 AA2182
 AA2182                         *CURRENT SURVEY CONTROL
 AA2182  ___________________________________________________________________
 AA2182* NAD 83(1999)-  30 41 52.19460(N)    087 31 19.91277(W)     ADJUSTED  
 AA2182* NAVD 88     -        57.2    (meters)     188.     (feet)  GPS OBS   
 AA2182  ___________________________________________________________________
 AA2182  X           -     237,310.639 (meters)                     COMP
 AA2182  Y           -  -5,484,062.334 (meters)                     COMP
 AA2182  Z           -   3,237,147.583 (meters)                     COMP
 AA2182  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AA2182  ELLIP HEIGHT-          29.21  (meters)          (05/31/01) GPS OBS
 AA2182  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AA2182
 AA2182  HORZ ORDER  -  FIRST
 AA2182  ELLP ORDER  -  FOURTH    CLASS I
 AA2182
 AA2182.The horizontal coordinates were established by GPS observations
 AA2182.and adjusted by the National Geodetic Survey in May 2001..
 AA2182
 AA2182.The orthometric height was determined by GPS observations and a
 AA2182.high-resolution geoid model.
 AA2182
 AA2182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2182
 AA2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2182
 AA2182.The ellipsoidal height was determined by GPS observations
 AA2182.and is referenced to NAD 83.
 AA2182
 AA2182.The geoid height was determined by GEOID03.
 AA2182
 AA2182;                    North         East     Units Scale Factor Converg.
 AA2182;SPC AL W     -    77,355.539   597,873.484   MT  0.99993339   -0 00 40.8
 AA2182;UTM  16      - 3,396,231.238   449,990.980   MT  0.99963085   -0 15 59.7
 AA2182
 AA2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2182!SPC AL W     -   0.99999541  x   0.99993339  =   0.99992880
 AA2182!UTM  16      -   0.99999541  x   0.99963085  =   0.99962626
 AA2182
 AA2182:                Primary Azimuth Mark                     Grid Az
 AA2182:SPC AL W     -  2 58                                     285 04 26.6
 AA2182:UTM  16      -  2 58                                     285 19 45.5
 AA2182
 AA2182|---------------------------------------------------------------------|
 AA2182| PID    Reference Object                     Distance      Geod. Az  |
 AA2182|                                                           dddmmss.s |
 AA2182| AA2181 2 58                                409.932 METERS 2850345.8 |
 AA2182|---------------------------------------------------------------------|
 AA2182
 AA2182                          SUPERSEDED SURVEY CONTROL
 AA2182
 AA2182  ELLIP H (01/21/98)   29.42   (m)                       GP(       ) 4 1
 AA2182  NAD 83(1992)-  30 41 52.19458(N)    087 31 19.91185(W) AD(       ) 1
 AA2182  ELLIP H (12/16/94)   29.35   (m)                       GP(       ) 3 2
 AA2182  NGVD 29 (12/16/94)   57.2    (m)          188.     (f) GPS OBS        
 AA2182
 AA2182.Superseded values are not recommended for survey control.
 AA2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2182.See file dsdata.txt to determine how the superseded data were derived.
 AA2182
 AA2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4999196231(NAD 83)
 AA2182_MARKER: DD = SURVEY DISK
 AA2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2182_SP_SET: CONCRETE POST
 AA2182_STAMPING: 2-59 1993
 AA2182_MARK LOGO: ALHD  
 AA2182_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2182+STABILITY: SURFACE MOTION
 AA2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2182+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2182
 AA2182  HISTORY     - Date     Condition        Report By
 AA2182  HISTORY     - 1993     MONUMENTED       ALHD
 AA2182  HISTORY     - 19970211 GOOD             BDE
 AA2182
 AA2182                          STATION DESCRIPTION
 AA2182
 AA2182'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2182'THE STATION IS IN BALDWIN COUNTY ON THE NORTHEAST RIGHT OF WAY OF AL
 AA2182'112 ABOUT 14.75 MI (23.74 KM) EAST-NORTHEAST OF LOXLEY AND ABOUT 19.65
 AA2182'MI (31.62 KM) SOUTHEAST OF BAY MINETTE. TO REACH THE STATION FROM THE
 AA2182'JUNCTION OF U.S. 31 AND AL 112 SOUTH (MILEPOST 22.56 ON U.S. 31 AND
 AA2182'MILEPOST 30.29 ON AL 112) IN BAY MINETTE, DRIVE EAST AND SOUTHEAST ON
 AA2182'AL 112 FOR 20.30 MI (32.67 KM) TO MILEPOST 10.00 AND THE STATION ON
 AA2182'THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A HOG WIRE
 AA2182'FENCE WITH THREE STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS,
 AA2182'48.6 FT (14.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF AL 112, 63.0 FT
 AA2182'(19.2 M) EAST-NORTHEAST OF MILEPOST TEN, 115.6 FT (35.2 M)
 AA2182'WEST-NORTHWEST OF A JUNCTION POWER POLE WITH ONE TRANSFORMER, 126.2 FT
 AA2182'(38.5 M) NORTHWEST OF A B.R. WRIGHT ROAD SIGN, 3.1 FT (0.9 M) SOUTH OF
 AA2182'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-58
 AA2182'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2182
 AA2182                          STATION RECOVERY (1997)
 AA2182
 AA2182'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2182'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5000 ***********************************************************************
 BG5000  DESIGNATION -  2 6
 BG5000  PID         -  BG5000
 BG5000  STATE/COUNTY-  AL/BALDWIN
 BG5000  USGS QUAD   -  ROBERTSDALE (1985)
 BG5000
 BG5000                         *CURRENT SURVEY CONTROL
 BG5000  ___________________________________________________________________
 BG5000* NAD 83(1992)-  30 36 25.29844(N)    087 42 59.94644(W)     ADJUSTED  
 BG5000* NAVD 88     -        50.1    (meters)     164.     (feet)  VERTCON   
 BG5000  ___________________________________________________________________
 BG5000  X           -     218,901.409 (meters)                     COMP
 BG5000  Y           -  -5,489,958.302 (meters)                     COMP
 BG5000  Z           -   3,228,483.564 (meters)                     COMP
 BG5000  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 BG5000  ELLIP HEIGHT-          22.01  (meters)          (07/29/02) GPS OBS
 BG5000  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BG5000
 BG5000  HORZ ORDER  -  FIRST
 BG5000  ELLP ORDER  -  FOURTH    CLASS I
 BG5000
 BG5000.The horizontal coordinates were established by GPS observations
 BG5000.and adjusted by the National Geodetic Survey in December 1992..
 BG5000
 BG5000.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5000
 BG5000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5000
 BG5000.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5000
 BG5000.The ellipsoidal height was determined by GPS observations
 BG5000.and is referenced to NAD 83.
 BG5000
 BG5000.The geoid height was determined by GEOID03.
 BG5000
 BG5000;                    North         East     Units Scale Factor Converg.
 BG5000;SPC AL W     -    67,309.093   579,225.829   MT  0.99993866   -0 06 37.1
 BG5000;UTM  16      - 3,386,270.764   431,304.260   MT  0.99965821   -0 21 53.6
 BG5000
 BG5000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5000!SPC AL W     -   0.99999654  x   0.99993866  =   0.99993520
 BG5000!UTM  16      -   0.99999654  x   0.99965821  =   0.99965475
 BG5000
 BG5000                          SUPERSEDED SURVEY CONTROL
 BG5000
 BG5000  ELLIP H (12/04/92)   22.12   (m)                       GP(       ) 4 1
 BG5000  NAD 83(1992)-  30 36 25.31907(N)    087 42 59.95005(W) AD(       ) 1
 BG5000  NGVD 29 (12/04/92)   50.1    (m)          164.     (f) GPS OBS        
 BG5000
 BG5000.Superseded values are not recommended for survey control.
 BG5000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5000.See file dsdata.txt to determine how the superseded data were derived.
 BG5000
 BG5000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3130486271(NAD 83)
 BG5000_MARKER: DD = SURVEY DISK
 BG5000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5000_SP_SET: CONCRETE POST
 BG5000_STAMPING: 2-6 1991
 BG5000_MARK LOGO: ALHD  
 BG5000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5000+STABILITY: SURFACE MOTION
 BG5000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5000+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG5000
 BG5000  HISTORY     - Date     Condition        Report By
 BG5000  HISTORY     - 1991     MONUMENTED       ALHD
 BG5000  HISTORY     - 20030422 POOR             USPSQD
 BG5000  HISTORY     - 20050721 POOR             USPSQD
 BG5000
 BG5000                          STATION DESCRIPTION
 BG5000
 BG5000'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5000'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF
 BG5000'BALDWIN COUNTY ROAD NO. 65, ABOUT 2.10 MI (3.38 KM) SOUTHEAST OF
 BG5000'LOXLEY AND ABOUT 3.50 MI (5.63 KM) NORTH-NORTHWEST OF ROBERTSDALE.
 BG5000'TO REACH THE STATION FROM EXIT 44 ON I-10 (MILE POST 29.70 ON ALA 59),
 BG5000'DRIVE SOUTH ON ALA 59 FOR 1.50 MI (2.41 KM) TO MILE POST 28.20 AND
 BG5000'U.S. 90 ON THE RIGHT (MILE POST 54.45 ON U. S. 90), CONTINUE SOUTH ON
 BG5000'U.S. 90 AND ALA 59 FOR 2.40 MI (3.86 KM) TO MILE POST 56.85 AND
 BG5000'HINOTE GLASS ROAD ON THE LEFT, TURN LEFT ON HINOTE GLASS ROAD AND
 BG5000'DRIVE EAST FOR 1.35 MI (2.17 KM) TO A T-INTERSECTION WITH BALDWIN
 BG5000'COUNTY ROAD NO. 65 LEFT AND RIGHT, TURN LEFT ON BALDWIN COUNTY ROAD
 BG5000'NO. 65 AND DRIVE NORTH FOR 0.20 MI (0.32 KM) TO THE STATION ON THE
 BG5000'RIGHT.
 BG5000'THE STATION IS 1.1 FT (0.3 M) WEST-SOUTHWEST OF A THREE-STRAND BARBED
 BG5000'WIRE FENCE ON OLD WOOD POSTS, 25.4 FT (7.7 M) EAST-NORTHEAST OF THE
 BG5000'CENTERLINE OF BALDWIN COUNTY ROAD NO. 65, 88.0 FT (26.8 M) SOUTH OF
 BG5000'THE SOUTH POST OF THE ENTRANCE INTO A FIELD, 136.7 FT (41.7 M)
 BG5000'SOUTHEAST OF A POWER POLE ACROSS BALDWIN COUNTY ROAD NO. 65, 1.2 FT
 BG5000'(0.4 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BG5000'GROUND.
 BG5000'TRIANGULATION STATION LOXLEY 1934 MAY BE USED AS AN AZIMUTH FOR THIS
 BG5000'STATION.
 BG5000
 BG5000                          STATION RECOVERY (2003)
 BG5000
 BG5000'RECOVERY NOTE BY US POWER SQUADRON 2003 (ILR)
 BG5000'MARKER FOUND PUSHED OVER, NEEDS TO BE RESET.WITNESS POST OKAY.
 BG5000
 BG5000                          STATION RECOVERY (2005)
 BG5000
 BG5000'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG5000'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2183 ***********************************************************************
 AA2183  DESIGNATION -  2 60
 AA2183  PID         -  AA2183
 AA2183  STATE/COUNTY-  AL/BALDWIN
 AA2183  USGS QUAD   -  ENON (1994)
 AA2183
 AA2183                         *CURRENT SURVEY CONTROL
 AA2183  ___________________________________________________________________
 AA2183* NAD 83(1992)-  30 46 45.60182(N)    087 35 20.39400(W)     ADJUSTED  
 AA2183* NAVD 88     -        57.0    (meters)     187.     (feet)  VERTCON   
 AA2183  ___________________________________________________________________
 AA2183  X           -     230,722.391 (meters)                     COMP
 AA2183  Y           -  -5,479,720.681 (meters)                     COMP
 AA2183  Z           -   3,244,913.704 (meters)                     COMP
 AA2183  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AA2183  ELLIP HEIGHT-          28.84  (meters)          (07/29/02) GPS OBS
 AA2183  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AA2183
 AA2183  HORZ ORDER  -  FIRST
 AA2183  ELLP ORDER  -  FOURTH    CLASS I
 AA2183
 AA2183.The horizontal coordinates were established by GPS observations
 AA2183.and adjusted by the National Geodetic Survey in December 1994..
 AA2183
 AA2183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2183
 AA2183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2183
 AA2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2183
 AA2183.The ellipsoidal height was determined by GPS observations
 AA2183.and is referenced to NAD 83.
 AA2183
 AA2183.The geoid height was determined by GEOID03.
 AA2183
 AA2183;                    North         East     Units Scale Factor Converg.
 AA2183;SPC AL W     -    86,393.830   591,481.337   MT  0.99993423   -0 02 44.0
 AA2183;UTM  16      - 3,405,295.242   443,641.110   MT  0.99963918   -0 18 05.1
 AA2183
 AA2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2183!SPC AL W     -   0.99999547  x   0.99993423  =   0.99992970
 AA2183!UTM  16      -   0.99999547  x   0.99963918  =   0.99963465
 AA2183
 AA2183:                Primary Azimuth Mark                     Grid Az
 AA2183:SPC AL W     -  2 61                                     089 40 25.0
 AA2183:UTM  16      -  2 61                                     089 55 46.1
 AA2183
 AA2183|---------------------------------------------------------------------|
 AA2183| PID    Reference Object                     Distance      Geod. Az  |
 AA2183|                                                           dddmmss.s |
 AA2183| AA2184 2 61                                447.472 METERS 0893741.0 |
 AA2183|---------------------------------------------------------------------|
 AA2183
 AA2183                          SUPERSEDED SURVEY CONTROL
 AA2183
 AA2183  ELLIP H (12/16/94)   29.00   (m)                       GP(       ) 3 2
 AA2183  NGVD 29 (12/16/94)   57.0    (m)          187.     (f) GPS OBS        
 AA2183
 AA2183.Superseded values are not recommended for survey control.
 AA2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2183.See file dsdata.txt to determine how the superseded data were derived.
 AA2183
 AA2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4364105295(NAD 83)
 AA2183_MARKER: DD = SURVEY DISK
 AA2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2183_SP_SET: CONCRETE POST
 AA2183_STAMPING: 2-60 1993
 AA2183_MARK LOGO: ALHD  
 AA2183_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2183+STABILITY: SURFACE MOTION
 AA2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2183+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2183
 AA2183  HISTORY     - Date     Condition        Report By
 AA2183  HISTORY     - 1993     MONUMENTED       ALHD
 AA2183  HISTORY     - 19970211 GOOD             BDE
 AA2183
 AA2183                          STATION DESCRIPTION
 AA2183
 AA2183'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2183'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA2183'BALDWIN COUNTY DIRT ROAD ABOUT 13.05 MI (21.00 KM) SOUTHEAST OF BAY
 AA2183'MINETTE AND ABOUT 14.60 MI (23.50 KM) NORTHEAST OF LOXLEY. TO REACH
 AA2183'THE STATION FROM THE JUNCTION OF U.S. 31 AND AL 112 SOUTH (MILEPOST
 AA2183'22.56 ON U.S. 31 AND MILEPOST 30.29 ON AL 112) IN BAY MINETTE, DRIVE
 AA2183'EAST AND SOUTHEAST ON AL 112 FOR 12.35 MI (19.87 KM) TO MILEPOST 17.95
 AA2183'AND A DIRT ROAD LEFT. TURN LEFT ON THE DIRT ROAD AND DRIVE EAST FOR
 AA2183'1.00 MI (1.61 KM) TO THE STATION ON THE LEFT. THE STATION IS 24.4 FT
 AA2183'(7.4 M) NORTH OF THE CENTER OF THE DIRT AND GRAVEL ROAD, 3.6 FT (1.1
 AA2183'M) SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2183'GROUND. STATION 2-61 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2183'FOUR-WHEEL DRIVE MAY BE NEEDED TO REACH THIS STATION.
 AA2183
 AA2183                          STATION RECOVERY (1997)
 AA2183
 AA2183'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2183'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2184 ***********************************************************************
 AA2184  DESIGNATION -  2 61
 AA2184  PID         -  AA2184
 AA2184  STATE/COUNTY-  AL/BALDWIN
 AA2184  USGS QUAD   -  ENON (1994)
 AA2184
 AA2184                         *CURRENT SURVEY CONTROL
 AA2184  ___________________________________________________________________
 AA2184* NAD 83(1999)-  30 46 45.69584(N)    087 35 03.56568(W)     ADJUSTED  
 AA2184* NAVD 88     -        60.3    (meters)     198.     (feet)  GPS OBS   
 AA2184  ___________________________________________________________________
 AA2184  X           -     231,169.518 (meters)                     COMP
 AA2184  Y           -  -5,479,703.252 (meters)                     COMP
 AA2184  Z           -   3,244,917.916 (meters)                     COMP
 AA2184  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AA2184  ELLIP HEIGHT-          32.21  (meters)          (05/31/01) GPS OBS
 AA2184  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AA2184
 AA2184  HORZ ORDER  -  FIRST
 AA2184  ELLP ORDER  -  FOURTH    CLASS I
 AA2184
 AA2184.The horizontal coordinates were established by GPS observations
 AA2184.and adjusted by the National Geodetic Survey in May 2001..
 AA2184
 AA2184.The orthometric height was determined by GPS observations and a
 AA2184.high-resolution geoid model.
 AA2184
 AA2184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2184
 AA2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2184
 AA2184.The ellipsoidal height was determined by GPS observations
 AA2184.and is referenced to NAD 83.
 AA2184
 AA2184.The geoid height was determined by GEOID03.
 AA2184
 AA2184;                    North         East     Units Scale Factor Converg.
 AA2184;SPC AL W     -    86,396.379   591,928.772   MT  0.99993414   -0 02 35.3
 AA2184;UTM  16      - 3,405,295.793   444,088.420   MT  0.99963856   -0 17 56.5
 AA2184
 AA2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2184!SPC AL W     -   0.99999494  x   0.99993414  =   0.99992908
 AA2184!UTM  16      -   0.99999494  x   0.99963856  =   0.99963350
 AA2184
 AA2184:                Primary Azimuth Mark                     Grid Az
 AA2184:SPC AL W     -  2 60                                     269 40 24.9
 AA2184:UTM  16      -  2 60                                     269 55 46.1
 AA2184
 AA2184|---------------------------------------------------------------------|
 AA2184| PID    Reference Object                     Distance      Geod. Az  |
 AA2184|                                                           dddmmss.s |
 AA2184| AA2183 2 60                                447.472 METERS 2693749.6 |
 AA2184|---------------------------------------------------------------------|
 AA2184
 AA2184                          SUPERSEDED SURVEY CONTROL
 AA2184
 AA2184  ELLIP H (01/21/98)   32.41   (m)                       GP(       ) 4 1
 AA2184  NAD 83(1992)-  30 46 45.69547(N)    087 35 03.56443(W) AD(       ) 1
 AA2184  ELLIP H (12/16/94)   32.35   (m)                       GP(       ) 3 2
 AA2184  NGVD 29 (12/16/94)   60.3    (m)          198.     (f) GPS OBS        
 AA2184
 AA2184.Superseded values are not recommended for survey control.
 AA2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2184.See file dsdata.txt to determine how the superseded data were derived.
 AA2184
 AA2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4408805296(NAD 83)
 AA2184_MARKER: DD = SURVEY DISK
 AA2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2184_SP_SET: CONCRETE POST
 AA2184_STAMPING: 2-61 1993
 AA2184_MARK LOGO: ALHD  
 AA2184_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2184+STABILITY: SURFACE MOTION
 AA2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2184+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2184
 AA2184  HISTORY     - Date     Condition        Report By
 AA2184  HISTORY     - 1993     MONUMENTED       ALHD
 AA2184  HISTORY     - 19970211 GOOD             BDE
 AA2184
 AA2184                          STATION DESCRIPTION
 AA2184
 AA2184'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2184'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA2184'BALDWIN COUNTY DIRT ROAD ABOUT 13.25 MI (21.32 KM) SOUTHEAST OF BAY
 AA2184'MINETTE AND ABOUT 14.75 MI (23.74 KM) NORTHEAST OF LOXLEY. TO REACH
 AA2184'THE STATION FROM THE JUNCTION OF U.S. 31 AND AL 112 SOUTH (MILEPOST
 AA2184'22.56 ON U.S.31 AND MILEPOST 30.29 ON AL 112) IN BAY MINETTE, DRIVE
 AA2184'EAST AND SOUTHEAST ON AL 112 FOR 12.35 MI (19.87 KM) TO MILEPOST 17.95
 AA2184'AND A DIRT ROAD LEFT. TURN LEFT ON THE DIRT ROAD AND DRIVE EAST FOR
 AA2184'1.25 MI (2.01 KM) TO THE STATION ON THE LEFT. THE STATION IS 40.9 FT
 AA2184'(12.5 M) NORTH OF THE CENTER OF THE DIRT AND GRAVEL ROAD, 1.9 FT (0.6
 AA2184'M) SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2184'GROUND. STATION 2-60 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2184'FOUR-WHEEL DRIVE MAY BE NEEDED TO REACH THIS STATION.
 AA2184
 AA2184                          STATION RECOVERY (1997)
 AA2184
 AA2184'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2184'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2185 ***********************************************************************
 AA2185  DESIGNATION -  2 62
 AA2185  PID         -  AA2185
 AA2185  STATE/COUNTY-  AL/BALDWIN
 AA2185  USGS QUAD   -  DOGWOOD CREEK (1994)
 AA2185
 AA2185                         *CURRENT SURVEY CONTROL
 AA2185  ___________________________________________________________________
 AA2185* NAD 83(1992)-  30 46 52.21154(N)    087 41 10.90710(W)     ADJUSTED  
 AA2185* NAVD 88     -        62.1    (meters)     204.     (feet)  VERTCON   
 AA2185  ___________________________________________________________________
 AA2185  X           -     221,406.150 (meters)                     COMP
 AA2185  Y           -  -5,480,005.121 (meters)                     COMP
 AA2185  Z           -   3,245,091.184 (meters)                     COMP
 AA2185  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AA2185  ELLIP HEIGHT-          33.92  (meters)          (07/29/02) GPS OBS
 AA2185  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA2185
 AA2185  HORZ ORDER  -  FIRST
 AA2185  ELLP ORDER  -  FOURTH    CLASS I
 AA2185
 AA2185.The horizontal coordinates were established by GPS observations
 AA2185.and adjusted by the National Geodetic Survey in December 1994..
 AA2185
 AA2185.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2185
 AA2185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2185
 AA2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2185
 AA2185.The ellipsoidal height was determined by GPS observations
 AA2185.and is referenced to NAD 83.
 AA2185
 AA2185.The geoid height was determined by GEOID03.
 AA2185
 AA2185;                    North         East     Units Scale Factor Converg.
 AA2185;SPC AL W     -    86,608.830   582,162.191   MT  0.99993726   -0 05 43.3
 AA2185;UTM  16      - 3,405,551.785   434,325.716   MT  0.99965320   -0 21 04.6
 AA2185
 AA2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2185!SPC AL W     -   0.99999467  x   0.99993726  =   0.99993193
 AA2185!UTM  16      -   0.99999467  x   0.99965320  =   0.99964788
 AA2185
 AA2185:                Primary Azimuth Mark                     Grid Az
 AA2185:SPC AL W     -  2 63                                     310 38 17.9
 AA2185:UTM  16      -  2 63                                     310 53 39.2
 AA2185
 AA2185|---------------------------------------------------------------------|
 AA2185| PID    Reference Object                     Distance      Geod. Az  |
 AA2185|                                                           dddmmss.s |
 AA2185| AA2186 2 63                                481.412 METERS 3103234.6 |
 AA2185|---------------------------------------------------------------------|
 AA2185
 AA2185                          SUPERSEDED SURVEY CONTROL
 AA2185
 AA2185  ELLIP H (12/16/94)   34.06   (m)                       GP(       ) 3 2
 AA2185  NGVD 29 (12/16/94)   62.1    (m)          204.     (f) GPS OBS        
 AA2185
 AA2185.Superseded values are not recommended for survey control.
 AA2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2185.See file dsdata.txt to determine how the superseded data were derived.
 AA2185
 AA2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3432605552(NAD 83)
 AA2185_MARKER: DD = SURVEY DISK
 AA2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2185_SP_SET: CONCRETE POST
 AA2185_STAMPING: 2-62 1993
 AA2185_MARK LOGO: ALHD  
 AA2185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2185+STABILITY: SURFACE MOTION
 AA2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2185+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2185
 AA2185  HISTORY     - Date     Condition        Report By
 AA2185  HISTORY     - 1993     MONUMENTED       ALHD
 AA2185
 AA2185                          STATION DESCRIPTION
 AA2185
 AA2185'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2185'THE STATION IS IN BALDWIN COUNTY ON THE NORTHEAST RIGHT OF WAY OF A
 AA2185'BALDWIN COUNTY DIRT ROAD ABOUT 8.75 MI (14.08 KM) SOUTHEAST OF BAY
 AA2185'MINETTE AND ABOUT 11.65 MI (18.75 KM) NORTH-NORTHEAST OF LOXLEY. TO
 AA2185'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND AL 112 SOUTH
 AA2185'(MILEPOST 22.56 ON U.S. 31 AND MILEPOST 30.29 ON AL 112) IN BAY
 AA2185'MINETTE, DRIVE EAST AND SOUTHEAST ON AL 112 FOR 8.70 MI (14.00 KM) TO
 AA2185'MILEPOST 21.60 AND A DIRT ROAD RIGHT. TURN RIGHT ON THE DIRT ROAD AND
 AA2185'DRIVE SOUTH, SOUTHWEST, AND WEST FOR 4.05 MI (6.52 KM) TO A REVERSE
 AA2185'Y-INTERSECTION WITH A DIRT ROAD LEFT AND RIGHT. TURN RIGHT ON A DIRT
 AA2185'ROAD AND DRIVE NORTHWEST FOR 0.30 MI (0.48 KM) TO THE STATION ON THE
 AA2185'RIGHT. THE STATION IS 21.0 FT (6.4 M) NORTHEAST OF THE CENTER OF THE
 AA2185'DIRT AND GRAVEL ROAD, 2.4 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS
 AA2185'POST AND SET FLUSH WITH THE GROUND. STATION 2-63 1993 MAY BE USED AS
 AA2185'AN AZIMUTH FOR THIS STATION. FOUR-WHEEL DRIVE MAY BE NEEDED TO REACH
 AA2185'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2186 ***********************************************************************
 AA2186  DESIGNATION -  2 63
 AA2186  PID         -  AA2186
 AA2186  STATE/COUNTY-  AL/BALDWIN
 AA2186  USGS QUAD   -  DOGWOOD CREEK (1994)
 AA2186
 AA2186                         *CURRENT SURVEY CONTROL
 AA2186  ___________________________________________________________________
 AA2186* NAD 83(1992)-  30 47 02.37259(N)    087 41 24.66617(W)     ADJUSTED  
 AA2186* NAVD 88     -        57.4    (meters)     188.     (feet)  VERTCON   
 AA2186  ___________________________________________________________________
 AA2186  X           -     221,033.983 (meters)                     COMP
 AA2186  Y           -  -5,479,855.800 (meters)                     COMP
 AA2186  Z           -   3,245,357.599 (meters)                     COMP
 AA2186  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AA2186  ELLIP HEIGHT-          29.19  (meters)          (07/29/02) GPS OBS
 AA2186  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA2186
 AA2186  HORZ ORDER  -  FIRST
 AA2186  ELLP ORDER  -  FOURTH    CLASS I
 AA2186
 AA2186.The horizontal coordinates were established by GPS observations
 AA2186.and adjusted by the National Geodetic Survey in December 1994..
 AA2186
 AA2186.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2186
 AA2186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2186
 AA2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2186
 AA2186.The ellipsoidal height was determined by GPS observations
 AA2186.and is referenced to NAD 83.
 AA2186
 AA2186.The geoid height was determined by GEOID03.
 AA2186
 AA2186;                    North         East     Units Scale Factor Converg.
 AA2186;SPC AL W     -    86,922.346   581,796.902   MT  0.99993742   -0 05 50.4
 AA2186;UTM  16      - 3,405,866.839   433,961.933   MT  0.99965379   -0 21 11.7
 AA2186
 AA2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2186!SPC AL W     -   0.99999542  x   0.99993742  =   0.99993284
 AA2186!UTM  16      -   0.99999542  x   0.99965379  =   0.99964921
 AA2186
 AA2186:                Primary Azimuth Mark                     Grid Az
 AA2186:SPC AL W     -  2 62                                     130 38 18.0
 AA2186:UTM  16      -  2 62                                     130 53 39.3
 AA2186
 AA2186|---------------------------------------------------------------------|
 AA2186| PID    Reference Object                     Distance      Geod. Az  |
 AA2186|                                                           dddmmss.s |
 AA2186| AA2185 2 62                                481.412 METERS 1303227.6 |
 AA2186|---------------------------------------------------------------------|
 AA2186
 AA2186                          SUPERSEDED SURVEY CONTROL
 AA2186
 AA2186  ELLIP H (12/16/94)   29.33   (m)                       GP(       ) 3 2
 AA2186  NGVD 29 (12/16/94)   57.4    (m)          188.     (f) GPS OBS        
 AA2186
 AA2186.Superseded values are not recommended for survey control.
 AA2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2186.See file dsdata.txt to determine how the superseded data were derived.
 AA2186
 AA2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3396205867(NAD 83)
 AA2186_MARKER: DD = SURVEY DISK
 AA2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2186_SP_SET: CONCRETE POST
 AA2186_STAMPING: 2-63 1993
 AA2186_MARK LOGO: ALHD  
 AA2186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2186+STABILITY: SURFACE MOTION
 AA2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2186+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2186
 AA2186  HISTORY     - Date     Condition        Report By
 AA2186  HISTORY     - 1993     MONUMENTED       ALHD
 AA2186
 AA2186                          STATION DESCRIPTION
 AA2186
 AA2186'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2186'THE STATION IS IN BALDWIN COUNTY ON THE SOUTHWEST RIGHT OF WAY OF A
 AA2186'BALDWIN COUNTY DIRT ROAD ABOUT 8.45 MI (13.60 KM) SOUTHEAST OF BAY
 AA2186'MINETTE AND ABOUT 11.70 MI (18.83 KM) NORTH-NORTHEAST OF LOXLEY. TO
 AA2186'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND AL 112 SOUTH
 AA2186'(MILEPOST 22.56 ON U.S. 31 AND MILEPOST 30.29 ON AL 112) IN BAY
 AA2186'MINETTE, DRIVE EAST AND SOUTHEAST ON AL 112 FOR 8.70 MI (14.00 KM) TO
 AA2186'MILEPOST 21.60 AND A DIRT ROAD RIGHT. TURN RIGHT ON THE DIRT ROAD AND
 AA2186'DRIVE SOUTH, SOUTHWEST, AND WEST FOR 4.05 MI (6.52 KM) TO A REVERSE
 AA2186'Y-INTERSECTION WITH A DIRT ROAD LEFT AND RIGHT. TURN RIGHT ON A DIRT
 AA2186'ROAD AND DRIVE NORTHWEST FOR 0.60 MI (0.97 KM) TO THE STATION ON THE
 AA2186'LEFT. THE STATION IS 28.8 FT (8.8 M) SOUTHWEST OF THE CENTER OF THE
 AA2186'DIRT AND GRAVEL ROAD, 201.0 FT (61.3 M) SOUTH-SOUTHEAST OF THE CENTER
 AA2186'OF A WOODS ROAD ACROSS THE DIRT AND GRAVEL ROAD, 2.0 FT (0.6 M)
 AA2186'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2186'STATION 2-62 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2186'FOUR-WHEEL DRIVE MAY BE NEEDED TO REACH THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2187 ***********************************************************************
 AA2187  DESIGNATION -  2 64
 AA2187  PID         -  AA2187
 AA2187  STATE/COUNTY-  AL/BALDWIN
 AA2187  USGS QUAD   -  HURRICANE (1982)
 AA2187
 AA2187                         *CURRENT SURVEY CONTROL
 AA2187  ___________________________________________________________________
 AA2187* NAD 83(1992)-  30 45 48.61826(N)    087 53 17.74611(W)     ADJUSTED  
 AA2187* NAVD 88     -        27.4    (meters)      90.     (feet)  VERTCON   
 AA2187  ___________________________________________________________________
 AA2187  X           -     202,130.107 (meters)                     COMP
 AA2187  Y           -  -5,481,722.620 (meters)                     COMP
 AA2187  Z           -   3,243,390.633 (meters)                     COMP
 AA2187  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AA2187  ELLIP HEIGHT-          -0.99  (meters)          (07/29/02) GPS OBS
 AA2187  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 AA2187
 AA2187  HORZ ORDER  -  FIRST
 AA2187  ELLP ORDER  -  FOURTH    CLASS I
 AA2187
 AA2187.The horizontal coordinates were established by GPS observations
 AA2187.and adjusted by the National Geodetic Survey in December 1994..
 AA2187
 AA2187.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2187
 AA2187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2187
 AA2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2187
 AA2187.The ellipsoidal height was determined by GPS observations
 AA2187.and is referenced to NAD 83.
 AA2187
 AA2187.The geoid height was determined by GEOID03.
 AA2187
 AA2187;                    North         East     Units Scale Factor Converg.
 AA2187;SPC AL W     -    84,700.115   562,830.393   MT  0.99995037   -0 11 54.9
 AA2187;UTM  16      - 3,403,729.904   414,990.861   MT  0.99968914   -0 27 15.7
 AA2187
 AA2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2187!SPC AL W     -   1.00000016  x   0.99995037  =   0.99995053
 AA2187!UTM  16      -   1.00000016  x   0.99968914  =   0.99968930
 AA2187
 AA2187                          SUPERSEDED SURVEY CONTROL
 AA2187
 AA2187  ELLIP H (12/16/94)   -0.89   (m)                       GP(       ) 3 2
 AA2187  NGVD 29 (12/16/94)   27.4    (m)           90.     (f) GPS OBS        
 AA2187
 AA2187.Superseded values are not recommended for survey control.
 AA2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2187.See file dsdata.txt to determine how the superseded data were derived.
 AA2187
 AA2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1499103730(NAD 83)
 AA2187_MARKER: DD = SURVEY DISK
 AA2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2187_SP_SET: CONCRETE POST
 AA2187_STAMPING: 2-64 1993
 AA2187_MARK LOGO: ALHD  
 AA2187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2187+STABILITY: SURFACE MOTION
 AA2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2187+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2187
 AA2187  HISTORY     - Date     Condition        Report By
 AA2187  HISTORY     - 1993     MONUMENTED       ALHD
 AA2187  HISTORY     - 20030809 GOOD             USPSQD
 AA2187  HISTORY     - 20051025 GOOD             USPSQD
 AA2187
 AA2187                          STATION DESCRIPTION
 AA2187
 AA2187'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2187'THE STATION IS IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF AL 225
 AA2187'ABOUT 10.70 MI (17.22 KM) SOUTHWEST OF BAY MINETTE AND ABOUT 11.05 MI
 AA2187'(17.78 KM) NORTH OF DAPHNE. TO REACH THE STATION FROM THE JUNCTION OF
 AA2187'U.S. 31 AND AL 225 NORTH (MILEPOST 0.21 ON U.S. 31 AND MILEPOST 0.00
 AA2187'ON AL 225 NORTH) IN SPANISH FORT, DRIVE NORTH ON AL 225 FOR 6.80 MI
 AA2187'(10.94 KM) TO MILEPOST 6.80 AND THE STATION ON THE LEFT. THE STATION
 AA2187'IS 3.0 FT (0.9 M) EAST OF A SEVEN STRAND BARBED WIRE FENCE ON TREATED
 AA2187'WOOD POSTS, 37.0 FT (11.3 M) WEST OF THE CENTERLINE OF AL 225, 69.4 FT
 AA2187'(21.2 M) SOUTH OF A TELEPHONE CABLE PEDESTAL, 69.9 FT (21.3 M) SOUTH
 AA2187'OF A POWER POLE WITH ONE GUY WIRE, 70.6 FT (21.5 M) SOUTH OF A
 AA2187'TELEPHONE CABLE PEDESTAL (96), 188.5 FT (57.5 M) NORTH OF A RIDER ROAD
 AA2187'STREET SIGN ACROSS THE ROAD, 206.4 FT (62.9 M) NORTH-NORTHEAST OF A
 AA2187'STABILIZER POWER POLE, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST
 AA2187'AND SET FLUSH WITH THE GROUND. STATION 2-65 1993 MAY BE USED AS AN
 AA2187'AZIMUTH FOR THIS STATION.
 AA2187
 AA2187                          STATION RECOVERY (2003)
 AA2187
 AA2187'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2187'RECOVERED IN GOOD CONDITION.
 AA2187
 AA2187                          STATION RECOVERY (2005)
 AA2187
 AA2187'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2188 ***********************************************************************
 AA2188  DESIGNATION -  2 65
 AA2188  PID         -  AA2188
 AA2188  STATE/COUNTY-  AL/BALDWIN
 AA2188  USGS QUAD   -  HURRICANE (1982)
 AA2188
 AA2188                         *CURRENT SURVEY CONTROL
 AA2188  ___________________________________________________________________
 AA2188* NAD 83(1992)-  30 46 08.75132(N)    087 53 09.84659(W)     ADJUSTED  
 AA2188* NAVD 88     -        30.6    (meters)     100.     (feet)  VERTCON   
 AA2188  ___________________________________________________________________
 AA2188  X           -     202,328.448 (meters)                     COMP
 AA2188  Y           -  -5,481,400.676 (meters)                     COMP
 AA2188  Z           -   3,243,925.026 (meters)                     COMP
 AA2188  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AA2188  ELLIP HEIGHT-           2.21  (meters)          (07/29/02) GPS OBS
 AA2188  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 AA2188
 AA2188  HORZ ORDER  -  FIRST
 AA2188  ELLP ORDER  -  FOURTH    CLASS I
 AA2188
 AA2188.The horizontal coordinates were established by GPS observations
 AA2188.and adjusted by the National Geodetic Survey in December 1994..
 AA2188
 AA2188.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2188
 AA2188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2188
 AA2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2188
 AA2188.The ellipsoidal height was determined by GPS observations
 AA2188.and is referenced to NAD 83.
 AA2188
 AA2188.The geoid height was determined by GEOID03.
 AA2188
 AA2188;                    North         East     Units Scale Factor Converg.
 AA2188;SPC AL W     -    85,319.371   563,042.600   MT  0.99995018   -0 11 51.0
 AA2188;UTM  16      - 3,404,348.045   415,205.774   MT  0.99968869   -0 27 12.0
 AA2188
 AA2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2188!SPC AL W     -   0.99999965  x   0.99995018  =   0.99994983
 AA2188!UTM  16      -   0.99999965  x   0.99968869  =   0.99968834
 AA2188
 AA2188                          SUPERSEDED SURVEY CONTROL
 AA2188
 AA2188  ELLIP H (12/16/94)    2.31   (m)                       GP(       ) 3 2
 AA2188  NGVD 29 (12/16/94)   30.6    (m)          100.     (f) GPS OBS        
 AA2188
 AA2188.Superseded values are not recommended for survey control.
 AA2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2188.See file dsdata.txt to determine how the superseded data were derived.
 AA2188
 AA2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1520604348(NAD 83)
 AA2188_MARKER: DD = SURVEY DISK
 AA2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2188_SP_SET: CONCRETE POST
 AA2188_STAMPING: 2-65 1993
 AA2188_MARK LOGO: ALHD  
 AA2188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2188+STABILITY: SURFACE MOTION
 AA2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2188+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2188
 AA2188  HISTORY     - Date     Condition        Report By
 AA2188  HISTORY     - 1993     MONUMENTED       ALHD
 AA2188  HISTORY     - 20030809 GOOD             USPSQD
 AA2188  HISTORY     - 20051025 GOOD             USPSQD
 AA2188
 AA2188                          STATION DESCRIPTION
 AA2188
 AA2188'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2188'THE STATION IS IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF AL 225
 AA2188'ABOUT 10.35 MI (16.66 KM) SOUTHWEST OF BAY MINETTE AND ABOUT 11.40 MI
 AA2188'(18.35 KM) NORTH OF DAPHNE. TO REACH THE STATION FROM THE JUNCTION OF
 AA2188'U.S. 31 AND AL 225 NORTH (MILEPOST 0.21 ON U.S. 31 AND MILEPOST 0.00
 AA2188'ON AL 225 NORTH) IN SPANISH FORT, DRIVE NORTH ON AL 225 FOR 7.20 MI
 AA2188'(11.59 KM) TO MILEPOST 7.20 AND THE STATION ON THE LEFT. THE STATION
 AA2188'IS 36.4 FT (11.1 M) WEST-NORTHWEST OF THE CENTERLINE OF AL 225, 114.4
 AA2188'FT (34.9 M) SOUTHWEST OF A HIGHWAY 225 / MAGNOLIA CHURCH ROAD STREET
 AA2188'SIGN ACROSS THE ROAD, 129.8 FT (39.6 M) SOUTHWEST OF THE CENTER OF A
 AA2188'DIRT ROAD ACROSS THE ROAD, 155.6 FT (47.4 M) SOUTHWEST OF THE WEST LEG
 AA2188'OF A MAGNOLIA BAPTIST CHURCH SIGN ACROSS THE ROAD, 1.6 FT (0.5 M) EAST
 AA2188'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA2188'2-64 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2188
 AA2188                          STATION RECOVERY (2003)
 AA2188
 AA2188'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2188'RECOVERED IN GOOD CONDITION.
 AA2188
 AA2188                          STATION RECOVERY (2005)
 AA2188
 AA2188'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2189 ***********************************************************************
 AA2189  DESIGNATION -  2 66
 AA2189  PID         -  AA2189
 AA2189  STATE/COUNTY-  AL/BALDWIN
 AA2189  USGS QUAD   -  BAY MINETTE SOUTH (1985)
 AA2189
 AA2189                         *CURRENT SURVEY CONTROL
 AA2189  ___________________________________________________________________
 AA2189* NAD 83(1992)-  30 52 13.73696(N)    087 51 48.54571(W)     ADJUSTED  
 AA2189* NAVD 88     -        30.9    (meters)     101.     (feet)  VERTCON   
 AA2189  ___________________________________________________________________
 AA2189  X           -     204,274.288 (meters)                     COMP
 AA2189  Y           -  -5,475,565.965 (meters)                     COMP
 AA2189  Z           -   3,253,578.049 (meters)                     COMP
 AA2189  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AA2189  ELLIP HEIGHT-           2.50  (meters)          (07/29/02) GPS OBS
 AA2189  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 AA2189
 AA2189  HORZ ORDER  -  FIRST
 AA2189  ELLP ORDER  -  FOURTH    CLASS I
 AA2189
 AA2189.The horizontal coordinates were established by GPS observations
 AA2189.and adjusted by the National Geodetic Survey in December 1994..
 AA2189
 AA2189.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2189
 AA2189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2189
 AA2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2189
 AA2189.The ellipsoidal height was determined by GPS observations
 AA2189.and is referenced to NAD 83.
 AA2189
 AA2189.The geoid height was determined by GEOID03.
 AA2189
 AA2189;                    North         East     Units Scale Factor Converg.
 AA2189;SPC AL W     -    96,551.672   565,241.017   MT  0.99994823   -0 11 11.4
 AA2189;UTM  16      - 3,415,567.454   417,453.803   MT  0.99968405   -0 26 35.1
 AA2189
 AA2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2189!SPC AL W     -   0.99999961  x   0.99994823  =   0.99994784
 AA2189!UTM  16      -   0.99999961  x   0.99968405  =   0.99968366
 AA2189
 AA2189:                Primary Azimuth Mark                     Grid Az
 AA2189:SPC AL W     -  2 67                                     015 52 41.5
 AA2189:UTM  16      -  2 67                                     016 08 05.2
 AA2189
 AA2189|---------------------------------------------------------------------|
 AA2189| PID    Reference Object                     Distance      Geod. Az  |
 AA2189|                                                           dddmmss.s |
 AA2189| AA2190 2 67                                455.051 METERS 0154130.1 |
 AA2189|---------------------------------------------------------------------|
 AA2189
 AA2189                          SUPERSEDED SURVEY CONTROL
 AA2189
 AA2189  ELLIP H (12/16/94)    2.61   (m)                       GP(       ) 3 2
 AA2189  NGVD 29 (12/16/94)   30.9    (m)          101.     (f) GPS OBS        
 AA2189
 AA2189.Superseded values are not recommended for survey control.
 AA2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2189.See file dsdata.txt to determine how the superseded data were derived.
 AA2189
 AA2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1745415567(NAD 83)
 AA2189_MARKER: DD = SURVEY DISK
 AA2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2189_SP_SET: CONCRETE POST
 AA2189_STAMPING: 2-66 1993
 AA2189_MARK LOGO: ALHD  
 AA2189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2189+STABILITY: SURFACE MOTION
 AA2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2189+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2189
 AA2189  HISTORY     - Date     Condition        Report By
 AA2189  HISTORY     - 1993     MONUMENTED       ALHD
 AA2189  HISTORY     - 20030807 GOOD             USPSQD
 AA2189  HISTORY     - 20051025 GOOD             USPSQD
 AA2189
 AA2189                          STATION DESCRIPTION
 AA2189
 AA2189'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2189'THE STATION IS IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF AL 225
 AA2189'ABOUT 5.40 MI (8.69 KM) WEST OF BAY MINETTE AND ABOUT 8.60 MI (13.84
 AA2189'KM) SOUTH OF STOCKTON. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA2189'31 AND AL 225 NORTH (MILEPOST 0.21 ON U.S. 31 AND MILEPOST 0.00 ON AL
 AA2189'225 NORTH) IN SPANISH FORT, DRIVE NORTH ON AL 225 FOR 14.70 MI (23.66
 AA2189'KM) TO MILEPOST 14.70 AND THE STATION ON THE RIGHT. THE STATION IS 3.0
 AA2189'FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA2189'GREEN METAL POSTS WITH WHITE TOPS, 36.6 FT (11.2 M) EAST OF THE
 AA2189'CENTERLINE OF AL 225, 55.5 FT (16.9 M) EAST OF A LARGE WHITE METAL
 AA2189'MAILBOX ON THE NORTH END OF A WHITE BOARD FENCE ACROSS THE ROAD, 64.2
 AA2189'FT (19.6 M) EAST-NORTHEAST OF THE SOUTH END OF A WHITE BOARD FENCE
 AA2189'ACROSS THE ROAD, 93.0 FT (28.3 M) NORTH OF A POWER POLE, 118.0 FT
 AA2189'(36.0 M) SOUTH OF A JUNCTION POWER POLE WITH ONE TRANSFORMER, 3.4 FT
 AA2189'(1.0 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2189'GROUND. STATION 2-67 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2189
 AA2189                          STATION RECOVERY (2003)
 AA2189
 AA2189'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2189'RECOVERED IN GOOD CONDITION.
 AA2189
 AA2189                          STATION RECOVERY (2005)
 AA2189
 AA2189'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2190 ***********************************************************************
 AA2190  DESIGNATION -  2 67
 AA2190  PID         -  AA2190
 AA2190  STATE/COUNTY-  AL/BALDWIN
 AA2190  USGS QUAD   -  BAY MINETTE SOUTH (1985)
 AA2190
 AA2190                         *CURRENT SURVEY CONTROL
 AA2190  ___________________________________________________________________
 AA2190* NAD 83(1992)-  30 52 27.96231(N)    087 51 43.91256(W)     ADJUSTED  
 AA2190* NAVD 88     -        29.7    (meters)      97.     (feet)  VERTCON   
 AA2190  ___________________________________________________________________
 AA2190  X           -     204,388.855 (meters)                     COMP
 AA2190  Y           -  -5,475,335.663 (meters)                     COMP
 AA2190  Z           -   3,253,953.426 (meters)                     COMP
 AA2190  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AA2190  ELLIP HEIGHT-           1.25  (meters)          (07/29/02) GPS OBS
 AA2190  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 AA2190
 AA2190  HORZ ORDER  -  FIRST
 AA2190  ELLP ORDER  -  FOURTH    CLASS I
 AA2190
 AA2190.The horizontal coordinates were established by GPS observations
 AA2190.and adjusted by the National Geodetic Survey in December 1994..
 AA2190
 AA2190.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2190
 AA2190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2190
 AA2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2190
 AA2190.The ellipsoidal height was determined by GPS observations
 AA2190.and is referenced to NAD 83.
 AA2190
 AA2190.The geoid height was determined by GEOID03.
 AA2190
 AA2190;                    North         East     Units Scale Factor Converg.
 AA2190;SPC AL W     -    96,989.337   565,365.510   MT  0.99994812   -0 11 09.1
 AA2190;UTM  16      - 3,416,004.442   417,580.220   MT  0.99968379   -0 26 32.9
 AA2190
 AA2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2190!SPC AL W     -   0.99999980  x   0.99994812  =   0.99994792
 AA2190!UTM  16      -   0.99999980  x   0.99968379  =   0.99968359
 AA2190
 AA2190:                Primary Azimuth Mark                     Grid Az
 AA2190:SPC AL W     -  2 66                                     195 52 41.6
 AA2190:UTM  16      -  2 66                                     196 08 05.4
 AA2190
 AA2190|---------------------------------------------------------------------|
 AA2190| PID    Reference Object                     Distance      Geod. Az  |
 AA2190|                                                           dddmmss.s |
 AA2190| AA2189 2 66                                455.051 METERS 1954132.5 |
 AA2190|---------------------------------------------------------------------|
 AA2190
 AA2190                          SUPERSEDED SURVEY CONTROL
 AA2190
 AA2190  ELLIP H (12/16/94)    1.35   (m)                       GP(       ) 3 2
 AA2190  NGVD 29 (12/16/94)   29.7    (m)           97.     (f) GPS OBS        
 AA2190
 AA2190.Superseded values are not recommended for survey control.
 AA2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2190.See file dsdata.txt to determine how the superseded data were derived.
 AA2190
 AA2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1758016004(NAD 83)
 AA2190_MARKER: DD = SURVEY DISK
 AA2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2190_SP_SET: CONCRETE POST
 AA2190_STAMPING: 2-67 1993
 AA2190_MARK LOGO: ALHD  
 AA2190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2190+STABILITY: SURFACE MOTION
 AA2190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2190+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2190
 AA2190  HISTORY     - Date     Condition        Report By
 AA2190  HISTORY     - 1993     MONUMENTED       ALHD
 AA2190  HISTORY     - 20030807 GOOD             USPSQD
 AA2190  HISTORY     - 20051025 GOOD             USPSQD
 AA2190
 AA2190                          STATION DESCRIPTION
 AA2190
 AA2190'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2190'THE STATION IS IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF AL 225
 AA2190'ABOUT 5.25 MI (8.45 KM) WEST OF BAY MINETTE AND ABOUT 8.30 MI (13.36
 AA2190'KM) SOUTH OF STOCKTON. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA2190'31 AND AL 225 NORTH (MILEPOST 0.21 ON U.S. 31 AND MILEPOST 0.00 ON AL
 AA2190'225 NORTH) IN SPANISH FORT, DRIVE NORTH ON AL 225 FOR 15.00 MI (24.14
 AA2190'KM) TO MILEPOST 15.00 AND THE STATION ON THE RIGHT. THE STATION IS
 AA2190'33.1 FT (10.1 M) EAST OF THE CENTERLINE OF AL 225, 69.4 FT (21.2 M)
 AA2190'EAST OF A POWER POLE WITH A NIGHT LIGHT ACROSS THE ROAD, 71.7 FT (21.9
 AA2190'M) NORTH-NORTHEAST OF A GRAPHIC LEFT CURVE AND 40 MPH SIGN, 76.6 FT
 AA2190'(23.3 M) NORTHEAST OF THE CENTER OF A PAVED DRIVEWAY ACROSS THE ROAD,
 AA2190'85.0 FT (25.9 M) SOUTH OF MILEPOST FIFTEEN, 91.4 FT (27.9 M) NORTHEAST
 AA2190'OF A WHITE METAL MAILBOX ON A THREE-INCH WOOD POST ACROSS THE ROAD,
 AA2190'106.4 FT (32.4 M) NORTH OF A JUNCTION POWER POLE WITH ONE TRANSFORMER,
 AA2190'106.9 FT (32.6 M) NORTH OF A TELEPHONE CABLE PEDESTAL (278), 1.7 FT
 AA2190'(0.5 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2190'GROUND. STATION 2-66 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2190
 AA2190                          STATION RECOVERY (2003)
 AA2190
 AA2190'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2190'DELETE 69.4 FEET EAST OF A POWER POLE WITH A NIGHT LIGHT ACROSS THE
 AA2190'ROAD,6.5FEET EAST OF MAIL POST NUMBER 44522
 AA2190
 AA2190                          STATION RECOVERY (2005)
 AA2190
 AA2190'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2191 ***********************************************************************
 AA2191  DESIGNATION -  2 68
 AA2191  PID         -  AA2191
 AA2191  STATE/COUNTY-  AL/BALDWIN
 AA2191  USGS QUAD   -  DYAS (1994)
 AA2191
 AA2191                         *CURRENT SURVEY CONTROL
 AA2191  ___________________________________________________________________
 AA2191* NAD 83(1992)-  30 52 35.58910(N)    087 42 35.46765(W)     ADJUSTED  
 AA2191* NAVD 88     -        58.7    (meters)     193.     (feet)  VERTCON   
 AA2191  ___________________________________________________________________
 AA2191  X           -     218,942.867 (meters)                     COMP
 AA2191  Y           -  -5,474,677.465 (meters)                     COMP
 AA2191  Z           -   3,254,170.008 (meters)                     COMP
 AA2191  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AA2191  ELLIP HEIGHT-          30.46  (meters)          (07/29/02) GPS OBS
 AA2191  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AA2191
 AA2191  HORZ ORDER  -  FIRST
 AA2191  ELLP ORDER  -  FOURTH    CLASS I
 AA2191
 AA2191.The horizontal coordinates were established by GPS observations
 AA2191.and adjusted by the National Geodetic Survey in December 1994..
 AA2191
 AA2191.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2191
 AA2191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2191
 AA2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2191
 AA2191.The ellipsoidal height was determined by GPS observations
 AA2191.and is referenced to NAD 83.
 AA2191
 AA2191.The geoid height was determined by GEOID03.
 AA2191
 AA2191;                    North         East     Units Scale Factor Converg.
 AA2191;SPC AL W     -    97,186.881   579,933.772   MT  0.99993830   -0 06 27.7
 AA2191;UTM  16      - 3,416,136.703   432,145.245   MT  0.99965679   -0 21 51.5
 AA2191
 AA2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2191!SPC AL W     -   0.99999522  x   0.99993830  =   0.99993352
 AA2191!UTM  16      -   0.99999522  x   0.99965679  =   0.99965201
 AA2191
 AA2191:                Primary Azimuth Mark                     Grid Az
 AA2191:SPC AL W     -  2 69                                     302 18 48.2
 AA2191:UTM  16      -  2 69                                     302 34 12.0
 AA2191
 AA2191|---------------------------------------------------------------------|
 AA2191| PID    Reference Object                     Distance      Geod. Az  |
 AA2191|                                                           dddmmss.s |
 AA2191| AA2192 2 69                                APPROX. 0.5 KM 3021220.5 |
 AA2191|---------------------------------------------------------------------|
 AA2191
 AA2191                          SUPERSEDED SURVEY CONTROL
 AA2191
 AA2191  ELLIP H (12/16/94)   30.58   (m)                       GP(       ) 3 2
 AA2191  NGVD 29 (12/16/94)   58.7    (m)          193.     (f) GPS OBS        
 AA2191
 AA2191.Superseded values are not recommended for survey control.
 AA2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2191.See file dsdata.txt to determine how the superseded data were derived.
 AA2191
 AA2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3214516137(NAD 83)
 AA2191_MARKER: DD = SURVEY DISK
 AA2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2191_SP_SET: CONCRETE POST
 AA2191_STAMPING: 2-68 1993
 AA2191_MARK LOGO: ALHD  
 AA2191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2191+STABILITY: SURFACE MOTION
 AA2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2191+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2191
 AA2191  HISTORY     - Date     Condition        Report By
 AA2191  HISTORY     - 1993     MONUMENTED       ALHD
 AA2191  HISTORY     - 20030810 GOOD             USPSQD
 AA2191  HISTORY     - 20051025 GOOD             USPSQD
 AA2191
 AA2191                          STATION DESCRIPTION
 AA2191
 AA2191'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2191'THE STATION IS IN BALDWIN COUNTY ON THE SOUTHWEST RIGHT OF WAY OF AL
 AA2191'112 ABOUT 3.85 MI (6.20 KM) EAST OF BAY MINETTE AND ABOUT 12.00 MI
 AA2191'(19.31 KM) SOUTHEAST OF STOCKTON. TO REACH THE STATION FROM THE
 AA2191'JUNCTION OF U.S. 31 AND AL 112 SOUTH (MILEPOST 22.56 ON U.S. 31 AND
 AA2191'MILEPOST 30.29 ON AL 112) IN BAY MINETTE, DRIVE EAST AND SOUTHEAST ON
 AA2191'AL 112 FOR 2.90 MI (4.67 KM) TO MILEPOST 27.40 AND THE STATION ON THE
 AA2191'RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF A HOG WIRE
 AA2191'FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 35.7 FT
 AA2191'(10.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF AL 112, 60.0 FT (18.3 M)
 AA2191'EAST-SOUTHEAST OF A WOODEN BIRDHOUSE IN THE FENCELINE, 62.2 FT (19.0
 AA2191'M) NORTHWEST OF A WOODEN BIRDHOUSE IN THE FENCELINE, 71.4 FT (21.8 M)
 AA2191'EAST OF THE EAST POST OF A METAL GATE LEADING THROUGH A PASTURE TO A
 AA2191'BRICK HOUSE, 79.2 FT (24.1 M) NORTHWEST OF AN UNDERGROUND CABLE
 AA2191'WARNING SIGN IN THE FENCELINE, 87.2 FT (26.6 M) EAST OF THE WEST POST
 AA2191'OF A METAL GATE LEADING THROUGH A PASTURE TO A BRICK HOUSE, 3.1 FT
 AA2191'(0.9 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2191'GROUND. STATION 2-69 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2191
 AA2191                          STATION RECOVERY (2003)
 AA2191
 AA2191'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2191'RECOVERED IN GOOD CONDITION.
 AA2191
 AA2191                          STATION RECOVERY (2005)
 AA2191
 AA2191'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2192 ***********************************************************************
 AA2192  DESIGNATION -  2 69
 AA2192  PID         -  AA2192
 AA2192  STATE/COUNTY-  AL/BALDWIN
 AA2192  USGS QUAD   -  DYAS (1994)
 AA2192
 AA2192                         *CURRENT SURVEY CONTROL
 AA2192  ___________________________________________________________________
 AA2192* NAD 83(1992)-  30 52 44.29256(N)    087 42 51.48854(W)     ADJUSTED  
 AA2192* NAVD 88     -        65.8    (meters)     216.     (feet)  VERTCON   
 AA2192  ___________________________________________________________________
 AA2192  X           -     218,512.397 (meters)                     COMP
 AA2192  Y           -  -5,474,563.076 (meters)                     COMP
 AA2192  Z           -   3,254,403.689 (meters)                     COMP
 AA2192  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AA2192  ELLIP HEIGHT-          37.54  (meters)          (07/29/02) GPS OBS
 AA2192  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AA2192
 AA2192  HORZ ORDER  -  FIRST
 AA2192  ELLP ORDER  -  FOURTH    CLASS I
 AA2192
 AA2192.The horizontal coordinates were established by GPS observations
 AA2192.and adjusted by the National Geodetic Survey in December 1994..
 AA2192
 AA2192.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2192.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2192
 AA2192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2192
 AA2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2192
 AA2192.The ellipsoidal height was determined by GPS observations
 AA2192.and is referenced to NAD 83.
 AA2192
 AA2192.The geoid height was determined by GEOID03.
 AA2192
 AA2192;                    North         East     Units Scale Factor Converg.
 AA2192;SPC AL W     -    97,455.709   579,508.750   MT  0.99993851   -0 06 35.9
 AA2192;UTM  16      - 3,416,407.355   431,721.550   MT  0.99965751   -0 21 59.8
 AA2192
 AA2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2192!SPC AL W     -   0.99999410  x   0.99993851  =   0.99993262
 AA2192!UTM  16      -   0.99999410  x   0.99965751  =   0.99965162
 AA2192
 AA2192:                Primary Azimuth Mark                     Grid Az
 AA2192:SPC AL W     -  2 68                                     122 18 48.2
 AA2192:UTM  16      -  2 68                                     122 34 12.1
 AA2192
 AA2192|---------------------------------------------------------------------|
 AA2192| PID    Reference Object                     Distance      Geod. Az  |
 AA2192|                                                           dddmmss.s |
 AA2192| AA2191 2 68                                APPROX. 0.5 KM 1221212.3 |
 AA2192|---------------------------------------------------------------------|
 AA2192
 AA2192                          SUPERSEDED SURVEY CONTROL
 AA2192
 AA2192  ELLIP H (12/16/94)   37.66   (m)                       GP(       ) 3 2
 AA2192  NGVD 29 (12/16/94)   65.8    (m)          216.     (f) GPS OBS        
 AA2192
 AA2192.Superseded values are not recommended for survey control.
 AA2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2192.See file dsdata.txt to determine how the superseded data were derived.
 AA2192
 AA2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3172216407(NAD 83)
 AA2192_MARKER: DD = SURVEY DISK
 AA2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2192_SP_SET: CONCRETE POST
 AA2192_STAMPING: 2-69 1993
 AA2192_MARK LOGO: ALHD  
 AA2192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2192+STABILITY: SURFACE MOTION
 AA2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2192+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2192
 AA2192  HISTORY     - Date     Condition        Report By
 AA2192  HISTORY     - 1993     MONUMENTED       ALHD
 AA2192  HISTORY     - 20030810 GOOD             USPSQD
 AA2192  HISTORY     - 20051025 GOOD             USPSQD
 AA2192
 AA2192                          STATION DESCRIPTION
 AA2192
 AA2192'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2192'THE STATION IS IN BALDWIN COUNTY ON THE SOUTHWEST RIGHT OF WAY OF AL
 AA2192'112 ABOUT 3.50 MI (5.63 KM) EAST OF BAY MINETTE AND ABOUT 11.70 MI
 AA2192'(18.83 KM) SOUTHEAST OF STOCKTON. TO REACH THE STATION FROM THE
 AA2192'JUNCTION OF U.S. 31 AND AL 112 SOUTH (MILEPOST 22.56 ON U.S. 31 AND
 AA2192'MILEPOST 30.29 ON AL 112) IN BAY MINETTE, DRIVE EAST AND SOUTHEAST ON
 AA2192'AL 112 FOR 2.55 MI (4.10 KM) TO MILEPOST 27.75 AND THE STATION ON THE
 AA2192'RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF A HOG WIRE
 AA2192'FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 7.0 FT
 AA2192'(2.1 M) WEST-NORTHWEST OF THE WEST POST OF A HOG WIRE GATE WITH FOUR
 AA2192'STRANDS OF BARBED WIRE LEADING INTO A PASTURE, 12.6 FT (3.8 M)
 AA2192'WEST-NORTHWEST OF THE CENTER OF A PAVED DRIVEWAY LEADING INTO A
 AA2192'PASTURE, 26.0 FT (7.9 M) NORTHWEST OF THE EAST POST OF A HOG WIRE GATE
 AA2192'WITH FOUR STRANDS OF BARBED WIRE LEADING INTO A PASTURE, 37.5 FT (11.4
 AA2192'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF AL 112, 76.3 FT (23.3 M)
 AA2192'WEST-SOUTHWEST OF A GRAPHIC TRUCKS AHEAD SIGN ACROSS THE ROAD, 94.3 FT
 AA2192'(28.7 M) WEST-SOUTHWEST OF A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD
 AA2192'(42 - 23), 2.9 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST AND SET
 AA2192'FLUSH WITH THE GROUND. STATION 2-68 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2192'THIS STATION.
 AA2192
 AA2192                          STATION RECOVERY (2003)
 AA2192
 AA2192'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2192'RECOVERED IN GOOD CONDITION.
 AA2192
 AA2192                          STATION RECOVERY (2005)
 AA2192
 AA2192'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2192'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5001 ***********************************************************************
 BG5001  DESIGNATION -  2 7
 BG5001  PID         -  BG5001
 BG5001  STATE/COUNTY-  AL/BALDWIN
 BG5001  USGS QUAD   -  GATESWOOD (1994)
 BG5001
 BG5001                         *CURRENT SURVEY CONTROL
 BG5001  ___________________________________________________________________
 BG5001* NAD 83(1992)-  30 43 43.97767(N)    087 35 12.03698(W)     ADJUSTED  
 BG5001* NAVD 88     -        63.5    (meters)     208.     (feet)  VERTCON   
 BG5001  ___________________________________________________________________
 BG5001  X           -     231,065.079 (meters)                     COMP
 BG5001  Y           -  -5,482,574.571 (meters)                     COMP
 BG5001  Z           -   3,240,110.329 (meters)                     COMP
 BG5001  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 BG5001  ELLIP HEIGHT-          35.38  (meters)          (07/29/02) GPS OBS
 BG5001  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BG5001
 BG5001  HORZ ORDER  -  FIRST
 BG5001  ELLP ORDER  -  FOURTH    CLASS I
 BG5001
 BG5001.The horizontal coordinates were established by GPS observations
 BG5001.and adjusted by the National Geodetic Survey in December 1992..
 BG5001
 BG5001.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5001
 BG5001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5001
 BG5001.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5001
 BG5001.The ellipsoidal height was determined by GPS observations
 BG5001.and is referenced to NAD 83.
 BG5001
 BG5001.The geoid height was determined by GEOID03.
 BG5001
 BG5001;                    North         East     Units Scale Factor Converg.
 BG5001;SPC AL W     -    80,800.746   591,699.207   MT  0.99993418   -0 02 39.4
 BG5001;UTM  16      - 3,399,702.893   443,833.962   MT  0.99963891   -0 17 59.2
 BG5001
 BG5001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5001!SPC AL W     -   0.99999444  x   0.99993418  =   0.99992862
 BG5001!UTM  16      -   0.99999444  x   0.99963891  =   0.99963336
 BG5001
 BG5001:                Primary Azimuth Mark                     Grid Az
 BG5001:SPC AL W     -  2 8                                      348 29 56.3
 BG5001:UTM  16      -  2 8                                      348 45 16.1
 BG5001
 BG5001|---------------------------------------------------------------------|
 BG5001| PID    Reference Object                     Distance      Geod. Az  |
 BG5001|                                                           dddmmss.s |
 BG5001| BG5002 2 8                                 APPROX. 0.6 KM 3482716.9 |
 BG5001|---------------------------------------------------------------------|
 BG5001
 BG5001                          SUPERSEDED SURVEY CONTROL
 BG5001
 BG5001  ELLIP H (12/04/92)   35.49   (m)                       GP(       ) 4 1
 BG5001  NAD 83(1992)-  30 43 43.99747(N)    087 35 12.04088(W) AD(       ) 1
 BG5001  NGVD 29 (12/04/92)   63.4    (m)          208.     (f) GPS OBS        
 BG5001
 BG5001.Superseded values are not recommended for survey control.
 BG5001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5001.See file dsdata.txt to determine how the superseded data were derived.
 BG5001
 BG5001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4383499703(NAD 83)
 BG5001_MARKER: DD = SURVEY DISK
 BG5001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5001_SP_SET: CONCRETE POST
 BG5001_STAMPING: 2-7 1991
 BG5001_MARK LOGO: ALHD  
 BG5001_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG5001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5001+STABILITY: SURFACE MOTION
 BG5001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5001+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 BG5001
 BG5001  HISTORY     - Date     Condition        Report By
 BG5001  HISTORY     - 1991     MONUMENTED       ALHD
 BG5001  HISTORY     - 19970211 GOOD             BDE
 BG5001  HISTORY     - 20030809 GOOD             USPSQD
 BG5001  HISTORY     - 20051025 GOOD             USPSQD
 BG5001
 BG5001                          STATION DESCRIPTION
 BG5001
 BG5001'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5001'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF
 BG5001'ALA 112, ABOUT 12.40 MI (19.96 KM) NORTHEAST OF LOXLEY AND ABOUT
 BG5001'15.40 MI (24.78 KM) SOUTHEAST OF BAY MINETTE.
 BG5001'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 112 (MILE
 BG5001'POST 22.55 ON U.S. 31 AND MILE POST 30.30 ON ALA 112) ON THE EAST
 BG5001'SIDE OF BAY MINETTE, DRIVE SOUTHEAST ON ALA 112 FOR 16.10 MI
 BG5001'(25.91 KM) TO MILE POST 14.20 AND THE STATION ON THE LEFT.
 BG5001'THE STATION IS 37.3 FT (11.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 BG5001'ALA 112, APPROXIMATELY 234 FT (71.3 M) SOUTH-SOUTHEAST OF THE
 BG5001'JUNCTION OF RAM HORN ROAD, 1.8 FT (0.5 M) WEST-SOUTHWEST OF A
 BG5001'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG5001'STATION 2-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5001
 BG5001                          STATION RECOVERY (1997)
 BG5001
 BG5001'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 BG5001'RECOVERED AS DESCRIBED.
 BG5001
 BG5001                          STATION RECOVERY (2003)
 BG5001
 BG5001'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5001'RECOVERED IN GOOD CONDITION.
 BG5001
 BG5001                          STATION RECOVERY (2005)
 BG5001
 BG5001'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 BG5001'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2193 ***********************************************************************
 AA2193  DESIGNATION -  2 70
 AA2193  PID         -  AA2193
 AA2193  STATE/COUNTY-  AL/BALDWIN
 AA2193  USGS QUAD   -  DYAS (1994)
 AA2193
 AA2193                         *CURRENT SURVEY CONTROL
 AA2193  ___________________________________________________________________
 AA2193* NAD 83(1992)-  30 57 50.49014(N)    087 40 48.10743(W)     ADJUSTED  
 AA2193* NAVD 88     -        50.7    (meters)     166.     (feet)  VERTCON   
 AA2193  ___________________________________________________________________
 AA2193  X           -     221,590.390 (meters)                     COMP
 AA2193  Y           -  -5,469,576.730 (meters)                     COMP
 AA2193  Z           -   3,262,485.594 (meters)                     COMP
 AA2193  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AA2193  ELLIP HEIGHT-          22.44  (meters)          (07/29/02) GPS OBS
 AA2193  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AA2193
 AA2193  HORZ ORDER  -  FIRST
 AA2193  ELLP ORDER  -  FOURTH    CLASS I
 AA2193
 AA2193.The horizontal coordinates were established by GPS observations
 AA2193.and adjusted by the National Geodetic Survey in December 1994..
 AA2193
 AA2193.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2193.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2193
 AA2193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2193
 AA2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2193
 AA2193.The ellipsoidal height was determined by GPS observations
 AA2193.and is referenced to NAD 83.
 AA2193
 AA2193.The geoid height was determined by GEOID03.
 AA2193
 AA2193;                    North         East     Units Scale Factor Converg.
 AA2193;SPC AL W     -   106,879.189   582,801.065   MT  0.99993698   -0 05 33.5
 AA2193;UTM  16      - 3,425,813.313   435,055.148   MT  0.99965203   -0 20 59.6
 AA2193
 AA2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2193!SPC AL W     -   0.99999648  x   0.99993698  =   0.99993346
 AA2193!UTM  16      -   0.99999648  x   0.99965203  =   0.99964851
 AA2193
 AA2193                          SUPERSEDED SURVEY CONTROL
 AA2193
 AA2193  ELLIP H (12/16/94)   22.57   (m)                       GP(       ) 3 2
 AA2193  NGVD 29 (12/16/94)   50.7    (m)          166.     (f) GPS OBS        
 AA2193
 AA2193.Superseded values are not recommended for survey control.
 AA2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2193.See file dsdata.txt to determine how the superseded data were derived.
 AA2193
 AA2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3505525813(NAD 83)
 AA2193_MARKER: DD = SURVEY DISK
 AA2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2193_SP_SET: CONCRETE POST
 AA2193_STAMPING: 2-70 1993
 AA2193_MARK LOGO: ALHD  
 AA2193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2193+STABILITY: SURFACE MOTION
 AA2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2193+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2193
 AA2193  HISTORY     - Date     Condition        Report By
 AA2193  HISTORY     - 1993     MONUMENTED       ALHD
 AA2193  HISTORY     - 20030809 GOOD             USPSQD
 AA2193  HISTORY     - 20051025 GOOD             USPSQD
 AA2193
 AA2193                          STATION DESCRIPTION
 AA2193
 AA2193'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2193'THE STATION IS IN BALDWIN COUNTY ON THE SOUTHWEST RIGHT OF WAY OF A
 AA2193'BALDWIN COUNTY DIRT ROAD ABOUT 7.80 MI (12.55 KM) NORTHEAST OF BAY
 AA2193'MINETTE AND ABOUT 10.75 MI (17.30 KM) EAST OF STOCKTON. TO REACH THE
 AA2193'STATION FROM THE JUNCTION OF U.S. 31 AND AL 112 SOUTH (MILEPOST 22.56
 AA2193'ON U.S. 31 AND MILEPOST 30.29 ON AL 112) IN BAY MINETTE, DRIVE
 AA2193'NORTHEAST ON U.S. 31 FOR 6.70 MI (10.78 KM) TO MILEPOST 29.25 AND A
 AA2193'PAVED COUNTY ROAD LEFT. TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA2193'NORTH AND NORTHWEST FOR 1.05 MI (1.69 KM) TO A RAILROAD CROSSING, THE
 AA2193'END OF PAVEMENT, AND A T-INTERSECTION WITH A DIRT ROAD RIGHT AND A
 AA2193'DIRT ROAD STRAIGHT AHEAD. CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR
 AA2193'0.30 MI (0.48 KM) TO THE STATION ON THE LEFT. THE STATION IS 16.0 FT
 AA2193'(4.9 M) NORTH-NORTHWEST OF THE NORTH WOOD POST OF AN IRON PIPE GATE,
 AA2193'23.4 FT (7.1 M) NORTH OF THE CENTER OF A DIRT ROAD LEADING THROUGH A
 AA2193'GATE INTO THE WOODS, 28.5 FT (8.7 M) SOUTHWEST OF THE CENTER OF THE
 AA2193'DIRT / GRAVEL ROAD, 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST
 AA2193'AND SET FLUSH WITH THE GROUND. STATION 2-71 1993 MAY BE USED AS AN
 AA2193'AZIMUTH FOR THIS STATION.
 AA2193
 AA2193                          STATION RECOVERY (2003)
 AA2193
 AA2193'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2193'WITNESS POST IN GOOD CONDITION. MARKER IS ON HOLLINGWORTH RD. AT THE T
 AA2193'- INTERSECTION THE ROAD TO THE RIGHT IS PAVED.
 AA2193
 AA2193                          STATION RECOVERY (2005)
 AA2193
 AA2193'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2194 ***********************************************************************
 AA2194  DESIGNATION -  2 71
 AA2194  PID         -  AA2194
 AA2194  STATE/COUNTY-  AL/BALDWIN
 AA2194  USGS QUAD   -  DYAS (1994)
 AA2194
 AA2194                         *CURRENT SURVEY CONTROL
 AA2194  ___________________________________________________________________
 AA2194* NAD 83(1992)-  30 58 08.70465(N)    087 41 11.81807(W)     ADJUSTED  
 AA2194* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 AA2194  ___________________________________________________________________
 AA2194  X           -     220,950.483 (meters)                     COMP
 AA2194  Y           -  -5,469,325.808 (meters)                     COMP
 AA2194  Z           -   3,262,973.823 (meters)                     COMP
 AA2194  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AA2194  ELLIP HEIGHT-          36.49  (meters)          (07/29/02) GPS OBS
 AA2194  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AA2194
 AA2194  HORZ ORDER  -  FIRST
 AA2194  ELLP ORDER  -  FOURTH    CLASS I
 AA2194
 AA2194.The horizontal coordinates were established by GPS observations
 AA2194.and adjusted by the National Geodetic Survey in December 1994..
 AA2194
 AA2194.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2194
 AA2194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2194
 AA2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2194
 AA2194.The ellipsoidal height was determined by GPS observations
 AA2194.and is referenced to NAD 83.
 AA2194
 AA2194.The geoid height was determined by GEOID03.
 AA2194
 AA2194;                    North         East     Units Scale Factor Converg.
 AA2194;SPC AL W     -   107,441.140   582,172.791   MT  0.99993725   -0 05 45.7
 AA2194;UTM  16      - 3,426,377.919   434,429.582   MT  0.99965303   -0 21 12.0
 AA2194
 AA2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2194!SPC AL W     -   0.99999427  x   0.99993725  =   0.99993152
 AA2194!UTM  16      -   0.99999427  x   0.99965303  =   0.99964730
 AA2194
 AA2194                          SUPERSEDED SURVEY CONTROL
 AA2194
 AA2194  ELLIP H (12/16/94)   36.62   (m)                       GP(       ) 3 2
 AA2194  NGVD 29 (12/16/94)   64.8    (m)          213.     (f) GPS OBS        
 AA2194
 AA2194.Superseded values are not recommended for survey control.
 AA2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2194.See file dsdata.txt to determine how the superseded data were derived.
 AA2194
 AA2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3443026378(NAD 83)
 AA2194_MARKER: DD = SURVEY DISK
 AA2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2194_SP_SET: CONCRETE POST
 AA2194_STAMPING: 2-71 1993
 AA2194_MARK LOGO: ALHD  
 AA2194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2194+STABILITY: SURFACE MOTION
 AA2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2194+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2194
 AA2194  HISTORY     - Date     Condition        Report By
 AA2194  HISTORY     - 1993     MONUMENTED       ALHD
 AA2194  HISTORY     - 20030809 GOOD             USPSQD
 AA2194  HISTORY     - 20051025 GOOD             USPSQD
 AA2194
 AA2194                          STATION DESCRIPTION
 AA2194
 AA2194'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2194'THE STATION IS IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA2194'BALDWIN COUNTY DIRT ROAD ABOUT 7.80 MI (12.55 KM) NORTHEAST OF BAY
 AA2194'MINETTE AND ABOUT 10.30 MI (16.58 KM) EAST OF STOCKTON. TO REACH THE
 AA2194'STATION FROM THE JUNCTION OF U.S. 31 AND AL 112 SOUTH (MILEPOST 22.56
 AA2194'ON U.S. 31 AND MILEPOST 30.29 ON AL 112) IN BAY MINETTE, DRIVE
 AA2194'NORTHEAST ON U.S. 31 FOR 6.70 MI (10.78 KM) TO MILEPOST 29.25 AND A
 AA2194'PAVED COUNTY ROAD LEFT. TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA2194'NORTH AND NORTHWEST FOR 1.05 MI (1.69 KM) TO A RAILROAD CROSSING, THE
 AA2194'END OF PAVEMENT, AND A T-INTERSECTION WITH A DIRT ROAD RIGHT AND A
 AA2194'DIRT ROAD STRAIGHT AHEAD. CONTINUE STRAIGHT AHEAD ON A DIRT ROAD FOR
 AA2194'0.85 MI (1.37 KM) TO THE STATION ON THE LEFT. THE STATION IS 24.3 FT
 AA2194'(7.4 M) SOUTH OF THE CENTER OF THE DIRT / GRAVEL ROAD, 1.9 FT (0.6 M)
 AA2194'NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2194'STATION 2-70 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2194
 AA2194                          STATION RECOVERY (2003)
 AA2194
 AA2194'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2194'WITNESS POST IN GOOD CONDITION. MARKER IS ON HOLLINGWORTH RD. AT THE T
 AA2194'- INTERSECTION THE ROAD TO THE RIGHT IS PAVED.THE SITE OF THIS MARKER
 AA2194'IS ERODING AWAY VERY BAD.
 AA2194
 AA2194                          STATION RECOVERY (2005)
 AA2194
 AA2194'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2195 ***********************************************************************
 AA2195  DESIGNATION -  2 72
 AA2195  PID         -  AA2195
 AA2195  STATE/COUNTY-  AL/BALDWIN
 AA2195  USGS QUAD   -  PERDIDO (1983)
 AA2195
 AA2195                         *CURRENT SURVEY CONTROL
 AA2195  ___________________________________________________________________
 AA2195* NAD 83(1992)-  31 01 56.61009(N)    087 41 40.16356(W)     ADJUSTED  
 AA2195* NAVD 88     -        82.9    (meters)     272.     (feet)  VERTCON   
 AA2195  ___________________________________________________________________
 AA2195  X           -     220,054.068 (meters)                     COMP
 AA2195  Y           -  -5,465,759.450 (meters)                     COMP
 AA2195  Z           -   3,268,999.425 (meters)                     COMP
 AA2195  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AA2195  ELLIP HEIGHT-          54.55  (meters)          (07/29/02) GPS OBS
 AA2195  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA2195
 AA2195  HORZ ORDER  -  FIRST
 AA2195  ELLP ORDER  -  FOURTH    CLASS I
 AA2195
 AA2195.The horizontal coordinates were established by GPS observations
 AA2195.and adjusted by the National Geodetic Survey in December 1994..
 AA2195
 AA2195.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2195
 AA2195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2195
 AA2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2195
 AA2195.The ellipsoidal height was determined by GPS observations
 AA2195.and is referenced to NAD 83.
 AA2195
 AA2195.The geoid height was determined by GEOID03.
 AA2195
 AA2195;                    North         East     Units Scale Factor Converg.
 AA2195;SPC AL W     -   114,460.800   581,432.890   MT  0.99993758   -0 06 01.0
 AA2195;UTM  16      - 3,433,398.840   433,721.442   MT  0.99965418   -0 21 28.9
 AA2195
 AA2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2195!SPC AL W     -   0.99999143  x   0.99993758  =   0.99992901
 AA2195!UTM  16      -   0.99999143  x   0.99965418  =   0.99964562
 AA2195
 AA2195:                Primary Azimuth Mark                     Grid Az
 AA2195:SPC AL W     -  2 73                                     025 07 06.3
 AA2195:UTM  16      -  2 73                                     025 22 34.2
 AA2195
 AA2195|---------------------------------------------------------------------|
 AA2195| PID    Reference Object                     Distance      Geod. Az  |
 AA2195|                                                           dddmmss.s |
 AA2195| AA2196 2 73                                439.054 METERS 0250105.3 |
 AA2195|---------------------------------------------------------------------|
 AA2195
 AA2195                          SUPERSEDED SURVEY CONTROL
 AA2195
 AA2195  ELLIP H (12/16/94)   54.68   (m)                       GP(       ) 3 2
 AA2195  NGVD 29 (12/16/94)   82.9    (m)          272.     (f) GPS OBS        
 AA2195
 AA2195.Superseded values are not recommended for survey control.
 AA2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2195.See file dsdata.txt to determine how the superseded data were derived.
 AA2195
 AA2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3372133399(NAD 83)
 AA2195_MARKER: DD = SURVEY DISK
 AA2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2195_SP_SET: CONCRETE POST
 AA2195_STAMPING: 2-72 1993
 AA2195_MARK LOGO: ALHD  
 AA2195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2195+STABILITY: SURFACE MOTION
 AA2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2195+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2195
 AA2195  HISTORY     - Date     Condition        Report By
 AA2195  HISTORY     - 1993     MONUMENTED       ALHD
 AA2195  HISTORY     - 20030810 GOOD             USPSQD
 AA2195  HISTORY     - 20051025 GOOD             USPSQD
 AA2195
 AA2195                          STATION DESCRIPTION
 AA2195
 AA2195'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2195'THE STATION IS IN BALDWIN COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2195'BALDWIN COUNTY ROAD 47 ABOUT 10.05 MI (16.17 KM) EAST OF STOCKTON AND
 AA2195'ABOUT 11.25 MI (18.10 KM) NORTHEAST OF BAY MINETTE. TO REACH THE
 AA2195'STATION FROM THE CENTER OF THE EXIT 45 OVERPASS ON I-65, DRIVE WEST
 AA2195'AND NORTHWEST ON BALDWIN COUNTY ROAD 47 FOR 2.70 MI (4.35 KM) TO A
 AA2195'REVERSE Y-INTERSECTION. TURN LEFT AND DRIVE NORTHEAST FOR 0.35 MI
 AA2195'(0.56 KM) TO THE STATION ON THE RIGHT. THE STATION IS 43.2 FT (13.2 M)
 AA2195'EAST-SOUTHEAST OF THE CENTERLINE OF BALDWIN COUNTY ROAD 47, 53.0 FT
 AA2195'(16.2 M) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD,
 AA2195'93.0 FT (28.3 M) SOUTHEAST OF THE NORTHEAST POST OF A GRAY IRON PIPE
 AA2195'GATE ACROSS THE ROAD, 99.6 FT (30.4 M) SOUTHEAST OF THE SOUTHWEST POST
 AA2195'OF A GRAY IRON PIPE GATE ACROSS THE ROAD, 2.0 FT (0.6 M) NORTHWEST OF
 AA2195'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-73
 AA2195'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2195
 AA2195                          STATION RECOVERY (2003)
 AA2195
 AA2195'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2195'RECOVERED IN GOOD CONDITION.
 AA2195
 AA2195                          STATION RECOVERY (2005)
 AA2195
 AA2195'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2196 ***********************************************************************
 AA2196  DESIGNATION -  2 73
 AA2196  PID         -  AA2196
 AA2196  STATE/COUNTY-  AL/BALDWIN
 AA2196  USGS QUAD   -  PERDIDO (1983)
 AA2196
 AA2196                         *CURRENT SURVEY CONTROL
 AA2196  ___________________________________________________________________
 AA2196* NAD 83(1992)-  31 02 09.52871(N)    087 41 33.16185(W)     ADJUSTED  
 AA2196* NAVD 88     -        82.4    (meters)     270.     (feet)  VERTCON   
 AA2196  ___________________________________________________________________
 AA2196  X           -     220,231.328 (meters)                     COMP
 AA2196  Y           -  -5,465,546.581 (meters)                     COMP
 AA2196  Z           -   3,269,340.068 (meters)                     COMP
 AA2196  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AA2196  ELLIP HEIGHT-          54.03  (meters)          (07/29/02) GPS OBS
 AA2196  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA2196
 AA2196  HORZ ORDER  -  FIRST
 AA2196  ELLP ORDER  -  FOURTH    CLASS I
 AA2196
 AA2196.The horizontal coordinates were established by GPS observations
 AA2196.and adjusted by the National Geodetic Survey in December 1994..
 AA2196
 AA2196.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2196
 AA2196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2196
 AA2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2196
 AA2196.The ellipsoidal height was determined by GPS observations
 AA2196.and is referenced to NAD 83.
 AA2196
 AA2196.The geoid height was determined by GEOID03.
 AA2196
 AA2196;                    North         East     Units Scale Factor Converg.
 AA2196;SPC AL W     -   114,858.309   581,619.253   MT  0.99993750   -0 05 57.4
 AA2196;UTM  16      - 3,433,795.394   433,909.538   MT  0.99965388   -0 21 25.5
 AA2196
 AA2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2196!SPC AL W     -   0.99999152  x   0.99993750  =   0.99992902
 AA2196!UTM  16      -   0.99999152  x   0.99965388  =   0.99964540
 AA2196
 AA2196:                Primary Azimuth Mark                     Grid Az
 AA2196:SPC AL W     -  2 72                                     205 07 06.3
 AA2196:UTM  16      -  2 72                                     205 22 34.4
 AA2196
 AA2196|---------------------------------------------------------------------|
 AA2196| PID    Reference Object                     Distance      Geod. Az  |
 AA2196|                                                           dddmmss.s |
 AA2196| AA2195 2 72                                439.054 METERS 2050108.9 |
 AA2196|---------------------------------------------------------------------|
 AA2196
 AA2196                          SUPERSEDED SURVEY CONTROL
 AA2196
 AA2196  ELLIP H (12/16/94)   54.16   (m)                       GP(       ) 3 2
 AA2196  NGVD 29 (12/16/94)   82.4    (m)          270.     (f) GPS OBS        
 AA2196
 AA2196.Superseded values are not recommended for survey control.
 AA2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2196.See file dsdata.txt to determine how the superseded data were derived.
 AA2196
 AA2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3391033795(NAD 83)
 AA2196_MARKER: DD = SURVEY DISK
 AA2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2196_SP_SET: CONCRETE POST
 AA2196_STAMPING: 2-73 1993
 AA2196_MARK LOGO: ALHD  
 AA2196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2196+STABILITY: SURFACE MOTION
 AA2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2196+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2196
 AA2196  HISTORY     - Date     Condition        Report By
 AA2196  HISTORY     - 1993     MONUMENTED       ALHD
 AA2196  HISTORY     - 20030810 GOOD             USPSQD
 AA2196  HISTORY     - 20051025 GOOD             USPSQD
 AA2196
 AA2196                          STATION DESCRIPTION
 AA2196
 AA2196'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2196'THE STATION IS IN BALDWIN COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2196'BALDWIN COUNTY ROAD 47 ABOUT 10.20 MI (16.41 KM) EAST OF STOCKTON AND
 AA2196'ABOUT 11.50 MI (18.51 KM) NORTHEAST OF BAY MINETTE. TO REACH THE
 AA2196'STATION FROM THE CENTER OF THE EXIT 45 OVERPASS ON I-65, DRIVE WEST
 AA2196'AND NORTHWEST ON BALDWIN COUNTY ROAD 47 FOR 2.70 MI (4.35 KM) TO A
 AA2196'REVERSE Y-INTERSECTION. TURN LEFT AND DRIVE NORTHEAST FOR 0.60 MI
 AA2196'(0.97 KM) TO THE STATION ON THE RIGHT. THE STATION IS 38.5 FT (11.7 M)
 AA2196'EAST-SOUTHEAST OF THE CENTERLINE OF BALDWIN COUNTY ROAD 47, 77.3 FT
 AA2196'(23.6 M) SOUTHEAST OF A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD, 78.0
 AA2196'FT (23.8 M) SOUTHEAST OF A POWER POLE WITH ONE GUY WIRE ACROSS THE
 AA2196'ROAD, 146.0 FT (44.5 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL
 AA2196'DRIVEWAY, 154.0 FT (46.9 M) SOUTHWEST OF THE SOUTH POST OF A CABLE
 AA2196'GATE, 2.3 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET
 AA2196'FLUSH WITH THE GROUND. STATION 2-72 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2196'THIS STATION.
 AA2196
 AA2196                          STATION RECOVERY (2003)
 AA2196
 AA2196'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2196'RECOVERED IN GOOD CONDITION.
 AA2196
 AA2196                          STATION RECOVERY (2005)
 AA2196
 AA2196'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2197 ***********************************************************************
 AA2197  DESIGNATION -  2 74
 AA2197  PID         -  AA2197
 AA2197  STATE/COUNTY-  AL/BALDWIN
 AA2197  USGS QUAD   -  VAUGHN (1983)
 AA2197
 AA2197                         *CURRENT SURVEY CONTROL
 AA2197  ___________________________________________________________________
 AA2197* NAD 83(1992)-  31 00 46.87862(N)    087 50 14.18722(W)     ADJUSTED  
 AA2197* NAVD 88     -        38.3    (meters)     126.     (feet)  VERTCON   
 AA2197  ___________________________________________________________________
 AA2197  X           -     206,472.736 (meters)                     COMP
 AA2197  Y           -  -5,467,358.568 (meters)                     COMP
 AA2197  Z           -   3,267,136.006 (meters)                     COMP
 AA2197  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AA2197  ELLIP HEIGHT-           9.82  (meters)          (07/29/02) GPS OBS
 AA2197  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AA2197
 AA2197  HORZ ORDER  -  FIRST
 AA2197  ELLP ORDER  -  FOURTH    CLASS I
 AA2197
 AA2197.The horizontal coordinates were established by GPS observations
 AA2197.and adjusted by the National Geodetic Survey in December 1994..
 AA2197
 AA2197.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2197
 AA2197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2197
 AA2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2197
 AA2197.The ellipsoidal height was determined by GPS observations
 AA2197.and is referenced to NAD 83.
 AA2197
 AA2197.The geoid height was determined by GEOID03.
 AA2197
 AA2197;                    North         East     Units Scale Factor Converg.
 AA2197;SPC AL W     -   112,346.002   567,795.311   MT  0.99994612   -0 10 25.6
 AA2197;UTM  16      - 3,431,345.969   420,078.247   MT  0.99967879   -0 25 53.1
 AA2197
 AA2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2197!SPC AL W     -   0.99999846  x   0.99994612  =   0.99994458
 AA2197!UTM  16      -   0.99999846  x   0.99967879  =   0.99967725
 AA2197
 AA2197:                Primary Azimuth Mark                     Grid Az
 AA2197:SPC AL W     -  2 75                                     086 59 27.1
 AA2197:UTM  16      -  2 75                                     087 14 54.6
 AA2197
 AA2197|---------------------------------------------------------------------|
 AA2197| PID    Reference Object                     Distance      Geod. Az  |
 AA2197|                                                           dddmmss.s |
 AA2197| AA2198 2 75                                416.590 METERS 0864901.5 |
 AA2197|---------------------------------------------------------------------|
 AA2197
 AA2197                          SUPERSEDED SURVEY CONTROL
 AA2197
 AA2197  ELLIP H (12/16/94)    9.91   (m)                       GP(       ) 3 2
 AA2197  NGVD 29 (12/16/94)   38.2    (m)          125.     (f) GPS OBS        
 AA2197
 AA2197.Superseded values are not recommended for survey control.
 AA2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2197.See file dsdata.txt to determine how the superseded data were derived.
 AA2197
 AA2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2007831346(NAD 83)
 AA2197_MARKER: DD = SURVEY DISK
 AA2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2197_SP_SET: CONCRETE POST
 AA2197_STAMPING: 2-74 1993
 AA2197_MARK LOGO: ALHD  
 AA2197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2197+STABILITY: SURFACE MOTION
 AA2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2197+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AA2197
 AA2197  HISTORY     - Date     Condition        Report By
 AA2197  HISTORY     - 1993     MONUMENTED       ALHD
 AA2197  HISTORY     - 20040324 GOOD             USPSQD
 AA2197  HISTORY     - 20050322 GOOD             USPSQD
 AA2197
 AA2197                          STATION DESCRIPTION
 AA2197
 AA2197'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2197'THE STATION IS IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF BALDWIN
 AA2197'COUNTY ROAD 94 ABOUT 9.60 MI (15.45 KM) NORTH-NORTHWEST OF BAY MINETTE
 AA2197'AND ABOUT 1.70 MI (2.74 KM) NORTHEAST OF STOCKTON. TO REACH THE
 AA2197'STATION FROM THE JUNCTION OF AL 287 AND AL 59 (MILEPOST 1.97 ON AL 287
 AA2197'AND MILEPOST 48.81 ON AL 59) AT A FOUR WAY STOP IN BAY MINETTE, DRIVE
 AA2197'NORTHWEST AND NORTHEAST ON AL 59 FOR 9.00 MI (14.48 KM) TO MILEPOST
 AA2197'57.80 AND BALDWIN COUNTY ROAD 94 RIGHT. TURN RIGHT ON BALDWIN COUNTY
 AA2197'ROAD 94 AND DRIVE EAST FOR 0.70 MI (1.13 KM) TO THE STATION ON THE
 AA2197'RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A THREE STRAND BARBED
 AA2197'WIRE FENCE ON TREATED WOOD POSTS, 36.6 FT (11.2 M) SOUTH OF THE
 AA2197'CENTERLINE OF BALDWIN COUNTY ROAD 94, 96.0 FT (29.3 M) SOUTHEAST OF A
 AA2197'GRAPHIC T-INTERSECTION AHEAD SIGN, 142.0 FT (43.3 M) EAST OF A
 AA2197'JUNCTION POWER POLE WITH ONE TRANSFORMER, 2.3 FT (0.7 M) NORTH OF A
 AA2197'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-75
 AA2197'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2197
 AA2197                          STATION RECOVERY (2004)
 AA2197
 AA2197'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2197'WITNESS POST OKAY.
 AA2197
 AA2197                          STATION RECOVERY (2005)
 AA2197
 AA2197'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2198 ***********************************************************************
 AA2198  DESIGNATION -  2 75
 AA2198  PID         -  AA2198
 AA2198  STATE/COUNTY-  AL/BALDWIN
 AA2198  USGS QUAD   -  VAUGHN (1983)
 AA2198
 AA2198                         *CURRENT SURVEY CONTROL
 AA2198  ___________________________________________________________________
 AA2198* NAD 83(1992)-  31 00 47.62942(N)    087 49 58.50605(W)     ADJUSTED  
 AA2198* NAVD 88     -        39.6    (meters)     130.     (feet)  VERTCON   
 AA2198  ___________________________________________________________________
 AA2198  X           -     206,887.980 (meters)                     COMP
 AA2198  Y           -  -5,467,332.063 (meters)                     COMP
 AA2198  Z           -   3,267,156.493 (meters)                     COMP
 AA2198  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA2198  ELLIP HEIGHT-          11.12  (meters)          (07/29/02) GPS OBS
 AA2198  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AA2198
 AA2198  HORZ ORDER  -  FIRST
 AA2198  ELLP ORDER  -  FOURTH    CLASS I
 AA2198
 AA2198.The horizontal coordinates were established by GPS observations
 AA2198.and adjusted by the National Geodetic Survey in December 1994..
 AA2198
 AA2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2198
 AA2198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2198
 AA2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2198
 AA2198.The ellipsoidal height was determined by GPS observations
 AA2198.and is referenced to NAD 83.
 AA2198
 AA2198.The geoid height was determined by GEOID03.
 AA2198
 AA2198;                    North         East     Units Scale Factor Converg.
 AA2198;SPC AL W     -   112,367.870   568,211.304   MT  0.99994579   -0 10 17.5
 AA2198;UTM  16      - 3,431,365.960   420,494.223   MT  0.99967797   -0 25 45.0
 AA2198
 AA2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2198!SPC AL W     -   0.99999825  x   0.99994579  =   0.99994404
 AA2198!UTM  16      -   0.99999825  x   0.99967797  =   0.99967622
 AA2198
 AA2198:                Primary Azimuth Mark                     Grid Az
 AA2198:SPC AL W     -  2 74                                     266 59 27.1
 AA2198:UTM  16      -  2 74                                     267 14 54.6
 AA2198
 AA2198|---------------------------------------------------------------------|
 AA2198| PID    Reference Object                     Distance      Geod. Az  |
 AA2198|                                                           dddmmss.s |
 AA2198| AA2197 2 74                                416.590 METERS 2664909.6 |
 AA2198|---------------------------------------------------------------------|
 AA2198
 AA2198                          SUPERSEDED SURVEY CONTROL
 AA2198
 AA2198  ELLIP H (12/16/94)   11.21   (m)                       GP(       ) 3 2
 AA2198  NGVD 29 (12/16/94)   39.5    (m)          130.     (f) GPS OBS        
 AA2198
 AA2198.Superseded values are not recommended for survey control.
 AA2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2198.See file dsdata.txt to determine how the superseded data were derived.
 AA2198
 AA2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2049431366(NAD 83)
 AA2198_MARKER: DD = SURVEY DISK
 AA2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2198_SP_SET: CONCRETE POST
 AA2198_STAMPING: 2-75 1993
 AA2198_MARK LOGO: ALHD  
 AA2198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2198+STABILITY: SURFACE MOTION
 AA2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2198+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2198
 AA2198  HISTORY     - Date     Condition        Report By
 AA2198  HISTORY     - 1993     MONUMENTED       ALHD
 AA2198  HISTORY     - 20040324 POOR             USPSQD
 AA2198
 AA2198                          STATION DESCRIPTION
 AA2198
 AA2198'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2198'THE STATION IS IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF BALDWIN
 AA2198'COUNTY ROAD 94 ABOUT 9.50 MI (15.29 KM) NORTH-NORTHWEST OF BAY MINETTE
 AA2198'AND ABOUT 1.90 MI (3.06 KM) NORTHEAST OF STOCKTON. TO REACH THE
 AA2198'STATION FROM THE JUNCTION OF AL 287 AND AL 59 (MILEPOST 1.97 ON AL 287
 AA2198'AND MILEPOST 48.81 ON AL 59) AT A FOUR WAY STOP IN BAY MINETTE, DRIVE
 AA2198'NORTHWEST AND NORTHEAST ON AL 59 FOR 9.00 MI (14.48 KM) TO MILEPOST
 AA2198'57.80 AND BALDWIN COUNTY ROAD 94 RIGHT. TURN RIGHT ON BALDWIN COUNTY
 AA2198'ROAD 94 AND DRIVE EAST FOR 1.00 MI (1.61 KM) TO THE STATION ON THE
 AA2198'RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A THREE STRAND BARBED
 AA2198'WIRE FENCE ON TREATED WOOD POSTS, 29.6 FT (9.0 M) SOUTH OF THE
 AA2198'CENTERLINE OF BALDWIN COUNTY ROAD 94, 89.0 FT (27.1 M) EAST-NORTHEAST
 AA2198'OF A POWER POLE, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST AND
 AA2198'SET FLUSH WITH THE GROUND. STATION 2-74 1993 MAY BE USED AS AN AZIMUTH
 AA2198'FOR THIS STATION.
 AA2198
 AA2198                          STATION RECOVERY (2004)
 AA2198
 AA2198'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2198'WITNESS POST OKAY. MARK AND CONCRETE SOME 20 INCHES UP OUT OF THE
 AA2198'GROUND, REALLY NEEDS RESET. IT APPEARS THAT WHOEVER RE-EXCAVATED THE
 AA2198'DITCH TOOK ALL THE DIRT AWAY FROM THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2199 ***********************************************************************
 AA2199  DESIGNATION -  2 76
 AA2199  PID         -  AA2199
 AA2199  STATE/COUNTY-  AL/BALDWIN
 AA2199  USGS QUAD   -  BLACKSHER (1983)
 AA2199
 AA2199                         *CURRENT SURVEY CONTROL
 AA2199  ___________________________________________________________________
 AA2199* NAD 83(1999)-  31 08 21.26917(N)    087 39 25.33421(W)     ADJUSTED  
 AA2199* NAVD 88     -        83.5    (meters)     274.     (feet)  GPS OBS   
 AA2199  ___________________________________________________________________
 AA2199  X           -     223,376.795 (meters)                     COMP
 AA2199  Y           -  -5,459,503.397 (meters)                     COMP
 AA2199  Z           -   3,279,145.130 (meters)                     COMP
 AA2199  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AA2199  ELLIP HEIGHT-          55.15  (meters)          (05/31/01) GPS OBS
 AA2199  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AA2199
 AA2199  HORZ ORDER  -  FIRST
 AA2199  ELLP ORDER  -  FOURTH    CLASS I
 AA2199
 AA2199.The horizontal coordinates were established by GPS observations
 AA2199.and adjusted by the National Geodetic Survey in May 2001..
 AA2199
 AA2199.The orthometric height was determined by GPS observations and a
 AA2199.high-resolution geoid model.
 AA2199
 AA2199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2199
 AA2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2199
 AA2199.The ellipsoidal height was determined by GPS observations
 AA2199.and is referenced to NAD 83.
 AA2199
 AA2199.The geoid height was determined by GEOID03.
 AA2199
 AA2199;                    North         East     Units Scale Factor Converg.
 AA2199;SPC AL W     -   126,300.908   585,025.096   MT  0.99993610   -0 04 52.3
 AA2199;UTM  16      - 3,445,219.265   437,365.922   MT  0.99964839   -0 20 23.2
 AA2199
 AA2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2199!SPC AL W     -   0.99999134  x   0.99993610  =   0.99992744
 AA2199!UTM  16      -   0.99999134  x   0.99964839  =   0.99963973
 AA2199
 AA2199:                Primary Azimuth Mark                     Grid Az
 AA2199:SPC AL W     -  2 77                                     085 11 54.4
 AA2199:UTM  16      -  2 77                                     085 27 25.3
 AA2199
 AA2199|---------------------------------------------------------------------|
 AA2199| PID    Reference Object                     Distance      Geod. Az  |
 AA2199|                                                           dddmmss.s |
 AA2199| AA2200 2 77                                456.058 METERS 0850702.1 |
 AA2199|---------------------------------------------------------------------|
 AA2199
 AA2199                          SUPERSEDED SURVEY CONTROL
 AA2199
 AA2199  ELLIP H (01/21/98)   55.33   (m)                       GP(       ) 4 1
 AA2199  NAD 83(1992)-  31 08 21.26872(N)    087 39 25.33305(W) AD(       ) 1
 AA2199  ELLIP H (12/16/94)   55.25   (m)                       GP(       ) 3 2
 AA2199  NGVD 29 (12/16/94)   83.4    (m)          274.     (f) GPS OBS        
 AA2199
 AA2199.Superseded values are not recommended for survey control.
 AA2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2199.See file dsdata.txt to determine how the superseded data were derived.
 AA2199
 AA2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3736645219(NAD 83)
 AA2199_MARKER: DD = SURVEY DISK
 AA2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2199_SP_SET: CONCRETE POST
 AA2199_STAMPING: 2-76 1993
 AA2199_MARK LOGO: ALHD  
 AA2199_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2199+STABILITY: SURFACE MOTION
 AA2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2199+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004
 AA2199
 AA2199  HISTORY     - Date     Condition        Report By
 AA2199  HISTORY     - 1993     MONUMENTED       ALHD
 AA2199  HISTORY     - 19970205 GOOD             BDE
 AA2199  HISTORY     - 20040322 GOOD             USPSQD
 AA2199  HISTORY     - 20050322 GOOD             USPSQD
 AA2199
 AA2199                          STATION DESCRIPTION
 AA2199
 AA2199'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2199'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF BALDWIN
 AA2199'COUNTY ROAD 61 ABOUT 15.40 MI (24.78 KM) NORTHEAST OF STOCKTON AND
 AA2199'ABOUT 18.90 MI (30.42 KM) NORTH-NORTHEAST OF BAY MINETTE. TO REACH THE
 AA2199'STATION FROM THE CENTER OF THE EXIT 45 OVERPASS ON I-65, DRIVE WEST
 AA2199'AND NORTHWEST ON BALDWIN COUNTY ROAD 47 FOR 2.70 MI (4.35 KM) TO A
 AA2199'REVERSE Y-INTERSECTION. TURN RIGHT AND DRIVE NORTHEAST AND NORTH ON
 AA2199'BALDWIN COUNTY ROAD 47 FOR 7.90 MI (12.71 KM) TO A CROSSROADS WITH
 AA2199'BALDWIN COUNTY ROAD 61 LEFT AND RIGHT. TURN LEFT ON BALDWIN COUNTY
 AA2199'ROAD 61 AND DRIVE NORTH AND WEST FOR 2.90 MI (4.67 KM) TO THE STATION
 AA2199'ON THE RIGHT. THE STATION IS 47.0 FT (14.3 M) NORTH-NORTHEAST OF THE
 AA2199'CENTERLINE OF BALDWIN COUNTY ROAD 61, 161.5 FT (49.2 M) NORTHWEST OF A
 AA2199'POWER POLE WITH ONE BROKEN GUY WIRE ACROSS THE ROAD, 1.8 FT (0.5 M)
 AA2199'SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2199'STATION 2-77 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2199
 AA2199                          STATION RECOVERY (1997)
 AA2199
 AA2199'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RH)
 AA2199'RECOVERED AS DESCRIBED.
 AA2199
 AA2199                          STATION RECOVERY (2004)
 AA2199
 AA2199'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2199'WITNESS POST OKAY.
 AA2199
 AA2199                          STATION RECOVERY (2005)
 AA2199
 AA2199'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2200 ***********************************************************************
 AA2200  DESIGNATION -  2 77
 AA2200  PID         -  AA2200
 AA2200  STATE/COUNTY-  AL/BALDWIN
 AA2200  USGS QUAD   -  BLACKSHER (1983)
 AA2200
 AA2200                         *CURRENT SURVEY CONTROL
 AA2200  ___________________________________________________________________
 AA2200* NAD 83(1992)-  31 08 22.52928(N)    087 39 08.18060(W)     ADJUSTED  
 AA2200* NAVD 88     -        91.3    (meters)     300.     (feet)  VERTCON   
 AA2200  ___________________________________________________________________
 AA2200  X           -     223,830.278 (meters)                     COMP
 AA2200  Y           -  -5,459,471.497 (meters)                     COMP
 AA2200  Z           -   3,279,182.427 (meters)                     COMP
 AA2200  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AA2200  ELLIP HEIGHT-          63.04  (meters)          (07/29/02) GPS OBS
 AA2200  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AA2200
 AA2200  HORZ ORDER  -  FIRST
 AA2200  ELLP ORDER  -  FOURTH    CLASS I
 AA2200
 AA2200.The horizontal coordinates were established by GPS observations
 AA2200.and adjusted by the National Geodetic Survey in December 1994..
 AA2200
 AA2200.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2200
 AA2200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2200
 AA2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2200
 AA2200.The ellipsoidal height was determined by GPS observations
 AA2200.and is referenced to NAD 83.
 AA2200
 AA2200.The geoid height was determined by GEOID03.
 AA2200
 AA2200;                    North         East     Units Scale Factor Converg.
 AA2200;SPC AL W     -   126,339.080   585,479.525   MT  0.99993593   -0 04 43.5
 AA2200;UTM  16      - 3,445,255.376   437,820.387   MT  0.99964769   -0 20 14.3
 AA2200
 AA2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2200!SPC AL W     -   0.99999010  x   0.99993593  =   0.99992603
 AA2200!UTM  16      -   0.99999010  x   0.99964769  =   0.99963779
 AA2200
 AA2200:                Primary Azimuth Mark                     Grid Az
 AA2200:SPC AL W     -  2 76                                     265 11 54.5
 AA2200:UTM  16      -  2 76                                     265 27 25.3
 AA2200
 AA2200|---------------------------------------------------------------------|
 AA2200| PID    Reference Object                     Distance      Geod. Az  |
 AA2200|                                                           dddmmss.s |
 AA2200| AA2199 2 76                                456.058 METERS 2650711.0 |
 AA2200|---------------------------------------------------------------------|
 AA2200
 AA2200                          SUPERSEDED SURVEY CONTROL
 AA2200
 AA2200  ELLIP H (12/16/94)   63.12   (m)                       GP(       ) 3 2
 AA2200  NGVD 29 (12/16/94)   91.3    (m)          300.     (f) GPS OBS        
 AA2200
 AA2200.Superseded values are not recommended for survey control.
 AA2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2200.See file dsdata.txt to determine how the superseded data were derived.
 AA2200
 AA2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3782045255(NAD 83)
 AA2200_MARKER: DD = SURVEY DISK
 AA2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2200_SP_SET: CONCRETE POST
 AA2200_STAMPING: 2-77 1993
 AA2200_MARK LOGO: ALHD  
 AA2200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2200+STABILITY: SURFACE MOTION
 AA2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2200+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AA2200
 AA2200  HISTORY     - Date     Condition        Report By
 AA2200  HISTORY     - 1993     MONUMENTED       ALHD
 AA2200  HISTORY     - 20040322 GOOD             USPSQD
 AA2200  HISTORY     - 20050322 GOOD             USPSQD
 AA2200
 AA2200                          STATION DESCRIPTION
 AA2200
 AA2200'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2200'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF BALDWIN
 AA2200'COUNTY ROAD 61 ABOUT 15.60 MI (25.11 KM) NORTHEAST OF STOCKTON AND
 AA2200'ABOUT 18.95 MI (30.50 KM) NORTH-NORTHEAST OF BAY MINETTE. TO REACH THE
 AA2200'STATION FROM THE CENTER OF EXIT 45 ON I-65, DRIVE WEST AND NORTHWEST
 AA2200'ON BALDWIN COUNTY ROAD 47 FOR 2.70 MI (4.35 KM) TO A REVERSE
 AA2200'Y-INTERSECTION. TURN RIGHT AND DRIVE NORTHEAST AND NORTH ON BALDWIN
 AA2200'COUNTY ROAD 47 FOR 7.90 MI (12.71 KM) TO A CROSSROADS WITH BALDWIN
 AA2200'COUNTY ROAD 61 LEFT AND RIGHT. TURN LEFT ON BALDWIN COUNTY ROAD 61 AND
 AA2200'DRIVE NORTH AND WEST FOR 2.60 MI (4.18 KM) TO THE STATION ON THE
 AA2200'RIGHT. THE STATION IS 42.9 FT (13.1 M) NORTH-NORTHWEST OF THE
 AA2200'CENTERLINE OF BALDWIN COUNTY ROAD 61, 166.7 FT (50.8 M) NORTHEAST OF A
 AA2200'POWER POLE ACROSS THE ROAD, 288.2 FT (87.8 M) WEST-SOUTHWEST OF A
 AA2200'GRAPHIC RIGHT CURVE AHEAD SIGN, 1.7 FT (0.5 M) SOUTHEAST OF A
 AA2200'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-76
 AA2200'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2200
 AA2200                          STATION RECOVERY (2004)
 AA2200
 AA2200'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2200'WITNESS POST OKAY.
 AA2200
 AA2200                          STATION RECOVERY (2005)
 AA2200
 AA2200'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2201 ***********************************************************************
 AA2201  DESIGNATION -  2 78
 AA2201  PID         -  AA2201
 AA2201  STATE/COUNTY-  AL/BALDWIN
 AA2201  USGS QUAD   -  VAUGHN (1983)
 AA2201
 AA2201                         *CURRENT SURVEY CONTROL
 AA2201  ___________________________________________________________________
 AA2201* NAD 83(1992)-  31 05 45.53221(N)    087 45 18.97366(W)     ADJUSTED  
 AA2201* NAVD 88     -        62.1    (meters)     204.     (feet)  GPS OBS   
 AA2201  ___________________________________________________________________
 AA2201  X           -     214,112.562 (meters)                     COMP
 AA2201  Y           -  -5,462,336.843 (meters)                     COMP
 AA2201  Z           -   3,275,027.838 (meters)                     COMP
 AA2201  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AA2201  ELLIP HEIGHT-          33.70  (meters)          (08/29/05) GPS OBS
 AA2201  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 AA2201
 AA2201  HORZ ORDER  -  A
 AA2201  ELLP ORDER  -  FOURTH    CLASS I
 AA2201
 AA2201.The horizontal coordinates were established by GPS observations
 AA2201.and adjusted by the National Geodetic Survey in August 2005..
 AA2201
 AA2201.The orthometric height was determined by GPS observations and a
 AA2201.high-resolution geoid model.
 AA2201
 AA2201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2201
 AA2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2201
 AA2201.The ellipsoidal height was determined by GPS observations
 AA2201.and is referenced to NAD 83.
 AA2201
 AA2201.The geoid height was determined by GEOID03.
 AA2201
 AA2201;                    North         East     Units Scale Factor Converg.
 AA2201;SPC AL W     -   121,522.305   575,646.621   MT  0.99994065   -0 07 54.6
 AA2201;UTM  16      - 3,440,484.345   427,968.642   MT  0.99966400   -0 23 24.3
 AA2201
 AA2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2201!SPC AL W     -   0.99999471  x   0.99994065  =   0.99993536
 AA2201!UTM  16      -   0.99999471  x   0.99966400  =   0.99965871
 AA2201
 AA2201|---------------------------------------------------------------------|
 AA2201| PID    Reference Object                     Distance      Geod. Az  |
 AA2201|                                                           dddmmss.s |
 AA2201| AA2202 2 79                                376.559 METERS 10453     |
 AA2201|---------------------------------------------------------------------|
 AA2201
 AA2201                          SUPERSEDED SURVEY CONTROL
 AA2201
 AA2201  ELLIP H (07/29/02)   33.69   (m)                       GP(       ) 4 1
 AA2201  NAD 83(1992)-  31 05 45.53123(N)    087 45 18.97211(W) AD(       ) 1
 AA2201  ELLIP H (12/16/94)   33.80   (m)                       GP(       ) 3 2
 AA2201  NGVD 29 (12/16/94)   62.1    (m)          204.     (f) GPS OBS        
 AA2201
 AA2201.Superseded values are not recommended for survey control.
 AA2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2201.See file dsdata.txt to determine how the superseded data were derived.
 AA2201
 AA2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2796940484(NAD 83)
 AA2201_MARKER: DD = SURVEY DISK
 AA2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2201_SP_SET: CONCRETE POST
 AA2201_STAMPING: 2-78 1993
 AA2201_MARK LOGO: ALHD  
 AA2201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2201+STABILITY: SURFACE MOTION
 AA2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2201+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AA2201
 AA2201  HISTORY     - Date     Condition        Report By
 AA2201  HISTORY     - 1993     MONUMENTED       ALHD
 AA2201  HISTORY     - 20040324 GOOD             USPSQD
 AA2201  HISTORY     - 20040624 GOOD             ALDOT
 AA2201  HISTORY     - 20050322 GOOD             USPSQD
 AA2201
 AA2201                          STATION DESCRIPTION
 AA2201
 AA2201'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2201'THE STATION IS IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA2201'BALDWIN COUNTY DIRT ROAD ABOUT 8.85 MI (14.24 KM) NORTHEAST OF
 AA2201'STOCKTON AND ABOUT 14.75 MI (23.74 KM) NORTH OF BAY MINETTE. TO REACH
 AA2201'THE STATION FROM THE CENTER OF EXIT 37 ON I-65, DRIVE NORTH ON BALDWIN
 AA2201'COUNTY ROAD 47 FOR 4.10 MI (6.60 KM) TO BALDWIN COUNTY ROAD 96 LEFT.
 AA2201'TURN LEFT ON BALDWIN COUNTY ROAD 96 AND DRIVE NORTHWEST FOR 4.40 MI
 AA2201'(7.08 KM) TO A DIRT ROAD RIGHT (SILAS GANEY ROAD). TURN RIGHT ON THE
 AA2201'DIRT ROAD AND DRIVE NORTH AND WEST FOR 2.80 MI (4.51 KM) TO THE
 AA2201'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR
 AA2201'STRAND BARBED WIRE FENCE ON GREEN METAL POSTS WITH WHITE TOPS, 34.4 FT
 AA2201'(10.5 M) SOUTH OF THE CENTER OF THE DIRT / GRAVEL ROAD, 149.5 FT (45.6
 AA2201'M) EAST OF A TEN-INCH CRAESOTE POST IN THE FENCELINE, 2.9 FT (0.9 M)
 AA2201'NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2201'STATION 2-79 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2201
 AA2201                          STATION RECOVERY (2004)
 AA2201
 AA2201'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2201'WITNESS POST OKAY. SILAS GANEY ROAD IS NOW PAVED. THE MARK IS THE 8TH
 AA2201'FENCE POST WEST OF A TELEPHONE JUNCTION BOX AND THE 11TH FENCE POST
 AA2201'WEST OF THE WOODEN CORNER POST.
 AA2201
 AA2201                          STATION RECOVERY (2004)
 AA2201
 AA2201'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JR)
 AA2201'RECOVERED AS DESCRIBED.
 AA2201
 AA2201                          STATION RECOVERY (2005)
 AA2201
 AA2201'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2202 ***********************************************************************
 AA2202  DESIGNATION -  2 79
 AA2202  PID         -  AA2202
 AA2202  STATE/COUNTY-  AL/BALDWIN
 AA2202  USGS QUAD   -  VAUGHN (1983)
 AA2202
 AA2202                         *CURRENT SURVEY CONTROL
 AA2202  ___________________________________________________________________
 AA2202* NAD 83(1992)-  31 05 42.39215(N)    087 45 05.24177(W)     ADJUSTED  
 AA2202* NAVD 88     -        61.0    (meters)     200.     (feet)  VERTCON   
 AA2202  ___________________________________________________________________
 AA2202  X           -     214,478.135 (meters)                     COMP
 AA2202  Y           -  -5,462,371.577 (meters)                     COMP
 AA2202  Z           -   3,274,944.480 (meters)                     COMP
 AA2202  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AA2202  ELLIP HEIGHT-          32.64  (meters)          (07/29/02) GPS OBS
 AA2202  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 AA2202
 AA2202  HORZ ORDER  -  FIRST
 AA2202  ELLP ORDER  -  FOURTH    CLASS I
 AA2202
 AA2202.The horizontal coordinates were established by GPS observations
 AA2202.and adjusted by the National Geodetic Survey in December 1994..
 AA2202
 AA2202.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2202.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2202
 AA2202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2202
 AA2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2202
 AA2202.The ellipsoidal height was determined by GPS observations
 AA2202.and is referenced to NAD 83.
 AA2202
 AA2202.The geoid height was determined by GEOID03.
 AA2202
 AA2202;                    North         East     Units Scale Factor Converg.
 AA2202;SPC AL W     -   121,424.774   576,010.307   MT  0.99994043   -0 07 47.5
 AA2202;UTM  16      - 3,440,385.203   428,331.784   MT  0.99966335   -0 23 17.2
 AA2202
 AA2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2202!SPC AL W     -   0.99999487  x   0.99994043  =   0.99993530
 AA2202!UTM  16      -   0.99999487  x   0.99966335  =   0.99965823
 AA2202
 AA2202|---------------------------------------------------------------------|
 AA2202| PID    Reference Object                     Distance      Geod. Az  |
 AA2202|                                                           dddmmss.s |
 AA2202| AA2201 2 78                                376.559 METERS 28453     |
 AA2202|---------------------------------------------------------------------|
 AA2202
 AA2202                          SUPERSEDED SURVEY CONTROL
 AA2202
 AA2202  ELLIP H (12/16/94)   32.75   (m)                       GP(       ) 3 2
 AA2202  NGVD 29 (12/16/94)   61.0    (m)          200.     (f) GPS OBS        
 AA2202
 AA2202.Superseded values are not recommended for survey control.
 AA2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2202.See file dsdata.txt to determine how the superseded data were derived.
 AA2202
 AA2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2833240385(NAD 83)
 AA2202_MARKER: DD = SURVEY DISK
 AA2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2202_SP_SET: CONCRETE POST
 AA2202_STAMPING: 2-79 1993
 AA2202_MARK LOGO: ALHD  
 AA2202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2202+STABILITY: SURFACE MOTION
 AA2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2202+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2005
 AA2202
 AA2202  HISTORY     - Date     Condition        Report By
 AA2202  HISTORY     - 1993     MONUMENTED       ALHD
 AA2202  HISTORY     - 20040324 GOOD             USPSQD
 AA2202  HISTORY     - 20050322 GOOD             USPSQD
 AA2202
 AA2202                          STATION DESCRIPTION
 AA2202
 AA2202'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2202'THE STATION IS IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA2202'BALDWIN COUNTY DIRT ROAD ABOUT 9.00 MI (14.48 KM) NORTHEAST OF
 AA2202'STOCKTON AND ABOUT 14.70 MI (23.66 KM) NORTH OF BAY MINETTE. TO REACH
 AA2202'THE STATION FROM THE CENTER OF EXIT 37 ON I-65, DRIVE NORTH ON BALDWIN
 AA2202'COUNTY ROAD 47 FOR 4.10 MI (6.60 KM) TO BALDWIN COUNTY ROAD 96 LEFT.
 AA2202'TURN LEFT ON BALDWIN COUNTY ROAD 96 AND DRIVE NORTH FOR 4.40 MI (7.08
 AA2202'KM) TO A DIRT ROAD RIGHT (SILAS GANEY ROAD). TURN RIGHT ON THE DIRT
 AA2202'ROAD AND DRIVE NORTH AND WEST FOR 2.55 MI (4.10 KM) TO THE STATION ON
 AA2202'THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED
 AA2202'WIRE FENCE ON GREEN METAL POSTS WITH WHITE TOPS, 31.6 FT (9.6 M) SOUTH
 AA2202'OF THE CENTER OF THE DIRT / GRAVEL ROAD, 104.1 FT (31.7 M) WEST OF A
 AA2202'POWER POLE, 129.0 FT (39.3 M) EAST OF THE NORTH POST OF A METAL GATE,
 AA2202'3.1 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA2202'THE GROUND. STATION 2-78 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2202'STATION.
 AA2202
 AA2202                          STATION RECOVERY (2004)
 AA2202
 AA2202'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2202'WITNESS POST OKAY. SILAS GANEY ROAD IS NOW PAVED. THE MARK IS THE 27
 AA2202'FEET WEST OF POWER POLE NUMBER 12.A PRIVATE DRIVE WITH A SIGN OVER THE
 AA2202'DRIVE LEADS TO WOLF CREEK LODGE IS EAST OF THE MARK.
 AA2202
 AA2202                          STATION RECOVERY (2005)
 AA2202
 AA2202'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AA2202'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5002 ***********************************************************************
 BG5002  DESIGNATION -  2 8
 BG5002  PID         -  BG5002
 BG5002  STATE/COUNTY-  AL/BALDWIN
 BG5002  USGS QUAD   -  GATESWOOD (1994)
 BG5002
 BG5002                         *CURRENT SURVEY CONTROL
 BG5002  ___________________________________________________________________
 BG5002* NAD 83(1992)-  30 44 02.96456(N)    087 35 16.52696(W)     ADJUSTED  
 BG5002* NAVD 88     -        60.0    (meters)     197.     (feet)  VERTCON   
 BG5002  ___________________________________________________________________
 BG5002  X           -     230,933.034 (meters)                     COMP
 BG5002  Y           -  -5,482,278.101 (meters)                     COMP
 BG5002  Z           -   3,240,611.174 (meters)                     COMP
 BG5002  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 BG5002  ELLIP HEIGHT-          31.93  (meters)          (07/29/02) GPS OBS
 BG5002  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BG5002
 BG5002  HORZ ORDER  -  FIRST
 BG5002  ELLP ORDER  -  FOURTH    CLASS I
 BG5002
 BG5002.The horizontal coordinates were established by GPS observations
 BG5002.and adjusted by the National Geodetic Survey in December 1992..
 BG5002
 BG5002.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5002
 BG5002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5002
 BG5002.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5002
 BG5002.The ellipsoidal height was determined by GPS observations
 BG5002.and is referenced to NAD 83.
 BG5002
 BG5002.The geoid height was determined by GEOID03.
 BG5002
 BG5002;                    North         East     Units Scale Factor Converg.
 BG5002;SPC AL W     -    81,385.517   591,580.224   MT  0.99993421   -0 02 41.8
 BG5002;UTM  16      - 3,400,288.016   443,717.622   MT  0.99963908   -0 18 01.7
 BG5002
 BG5002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5002!SPC AL W     -   0.99999499  x   0.99993421  =   0.99992920
 BG5002!UTM  16      -   0.99999499  x   0.99963908  =   0.99963407
 BG5002
 BG5002:                Primary Azimuth Mark                     Grid Az
 BG5002:SPC AL W     -  2 7                                      168 29 56.4
 BG5002:UTM  16      -  2 7                                      168 45 16.3
 BG5002
 BG5002|---------------------------------------------------------------------|
 BG5002| PID    Reference Object                     Distance      Geod. Az  |
 BG5002|                                                           dddmmss.s |
 BG5002| BG5001 2 7                                 APPROX. 0.6 KM 1682714.6 |
 BG5002|---------------------------------------------------------------------|
 BG5002
 BG5002                          SUPERSEDED SURVEY CONTROL
 BG5002
 BG5002  ELLIP H (12/04/92)   32.05   (m)                       GP(       ) 4 1
 BG5002  NAD 83(1992)-  30 44 02.98437(N)    087 35 16.53086(W) AD(       ) 1
 BG5002  NGVD 29 (12/04/92)   60.0    (m)          197.     (f) GPS OBS        
 BG5002
 BG5002.Superseded values are not recommended for survey control.
 BG5002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5002.See file dsdata.txt to determine how the superseded data were derived.
 BG5002
 BG5002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4371800288(NAD 83)
 BG5002_MARKER: DD = SURVEY DISK
 BG5002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5002_SP_SET: CONCRETE POST
 BG5002_STAMPING: 2-8 1991
 BG5002_MARK LOGO: ALHD  
 BG5002_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG5002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5002+STABILITY: SURFACE MOTION
 BG5002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5002+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG5002
 BG5002  HISTORY     - Date     Condition        Report By
 BG5002  HISTORY     - 1991     MONUMENTED       ALHD
 BG5002  HISTORY     - 19970212 GOOD             BDE
 BG5002
 BG5002                          STATION DESCRIPTION
 BG5002
 BG5002'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5002'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF
 BG5002'ALA 112, ABOUT 12.50 MI (20.12 KM) NORTHEAST OF LOXLEY AND ABOUT
 BG5002'15.10 MI (24.30 KM) SOUTHEAST OF BAY MINETTE.
 BG5002'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 112 (MILE
 BG5002'POST 22.55 ON U.S. 31 AND MILE POST 30.30 ON ALA 112) ON THE EAST
 BG5002'SIDE OF BAY MINETTE, DRIVE SOUTHEAST ON ALA 112 FOR 15.75 MI
 BG5002'(25.35 KM) TO MILE POST 14.55 AND THE STATION ON THE RIGHT.
 BG5002'THE STATION IS 13.6 FT (4.1 M) NORTHWEST OF THE NORTH MCI BURIED CABLE
 BG5002'WARNING SIGN NO. 01438, 18.0 FT (5.5 M) NORTHWEST OF THE SOUTH MCI
 BG5002'BURIED CABLE WARNING SIGN NO. 01438, 35.5 FT (10.8 M) WEST-SOUTHWEST
 BG5002'OF THE CENTERLINE OF ALA 112, 1.9 FT (0.6 M) EAST OF A CARSONITE
 BG5002'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG5002'STATION 2-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5002
 BG5002                          STATION RECOVERY (1997)
 BG5002
 BG5002'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 BG5002'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2203 ***********************************************************************
 AA2203  DESIGNATION -  2 80
 AA2203  PID         -  AA2203
 AA2203  STATE/COUNTY-  AL/BALDWIN
 AA2203  USGS QUAD   -  CARLTON (1984)
 AA2203
 AA2203                         *CURRENT SURVEY CONTROL
 AA2203  ___________________________________________________________________
 AA2203* NAD 83(1992)-  31 16 09.65365(N)    087 45 31.25192(W)     ADJUSTED  
 AA2203* NAVD 88     -        11.8    (meters)      39.     (feet)  VERTCON   
 AA2203  ___________________________________________________________________
 AA2203  X           -     213,396.507 (meters)                     COMP
 AA2203  Y           -  -5,452,361.956 (meters)                     COMP
 AA2203  Z           -   3,291,446.426 (meters)                     COMP
 AA2203  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AA2203  ELLIP HEIGHT-         -16.44  (meters)          (07/29/02) GPS OBS
 AA2203  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AA2203
 AA2203  HORZ ORDER  -  FIRST
 AA2203  ELLP ORDER  -  FOURTH    CLASS I
 AA2203
 AA2203.The horizontal coordinates were established by GPS observations
 AA2203.and adjusted by the National Geodetic Survey in December 1994..
 AA2203
 AA2203.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2203.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2203
 AA2203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2203
 AA2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2203
 AA2203.The ellipsoidal height was determined by GPS observations
 AA2203.and is referenced to NAD 83.
 AA2203
 AA2203.The geoid height was determined by GEOID03.
 AA2203
 AA2203;                    North         East     Units Scale Factor Converg.
 AA2203;SPC AL W     -   140,743.528   575,366.169   MT  0.99994082   -0 08 03.4
 AA2203;UTM  16      - 3,459,701.323   427,775.101   MT  0.99966434   -0 23 37.8
 AA2203
 AA2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2203!SPC AL W     -   1.00000258  x   0.99994082  =   0.99994340
 AA2203!UTM  16      -   1.00000258  x   0.99966434  =   0.99966692
 AA2203
 AA2203|---------------------------------------------------------------------|
 AA2203| PID    Reference Object                     Distance      Geod. Az  |
 AA2203|                                                           dddmmss.s |
 AA2203| AA2204 2 81                                392.684 METERS 00018     |
 AA2203|---------------------------------------------------------------------|
 AA2203
 AA2203                          SUPERSEDED SURVEY CONTROL
 AA2203
 AA2203  ELLIP H (12/16/94)  -16.35   (m)                       GP(       ) 3 2
 AA2203  NGVD 29 (12/16/94)   11.8    (m)           39.     (f) GPS OBS        
 AA2203
 AA2203.Superseded values are not recommended for survey control.
 AA2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2203.See file dsdata.txt to determine how the superseded data were derived.
 AA2203
 AA2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2777559701(NAD 83)
 AA2203_MARKER: DD = SURVEY DISK
 AA2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2203_SP_SET: CONCRETE POST
 AA2203_STAMPING: 2-80 1993
 AA2203_MARK LOGO: ALHD  
 AA2203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2203+STABILITY: SURFACE MOTION
 AA2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2203+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2203
 AA2203  HISTORY     - Date     Condition        Report By
 AA2203  HISTORY     - 1993     MONUMENTED       ALHD
 AA2203
 AA2203                          STATION DESCRIPTION
 AA2203
 AA2203'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2203'THE STATION IS IN BALDWIN COUNTY ON THE EAST RIGHT OF WAY OF A BALDWIN
 AA2203'COUNTY DIRT ROAD ABOUT 26.40 MI (42.49 KM) NORTH OF BAY MINETTE AND
 AA2203'ABOUT 19.60 MI (31.54 KM) NORTH-NORTHEAST OF STOCKTON. TO REACH THE
 AA2203'STATION FROM THE JUNCTION OF AL 287 AND AL 59 (MILEPOST 1.97 ON AL 287
 AA2203'AND MILEPOST 48.81 ON AL 59) AT A FOUR WAY STOP IN BAY MINETTE, DRIVE
 AA2203'NORTHWEST, NORTH, AND NORTHEAST ON AL 59 FOR 25.65 MI (41.28 KM) TO
 AA2203'MILEPOST 74.45, BALDWIN COUNTY ROAD 61 RIGHT, AND A DIRT ROAD LEFT
 AA2203'(T.J. EARLE ROAD). TURN LEFT ON THE DIRT ROAD AND DRIVE NORTHWEST AND
 AA2203'NORTH FOR 4.45 MI (7.16 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA2203'IS 15.8 FT (4.8 M) EAST OF THE CENTER OF THE DIRT / GRAVEL ROAD, 16.4
 AA2203'FT (5.0 M) SOUTH-SOUTHEAST OF AN ANGLE POWER POLE WITH ONE GUY WIRE,
 AA2203'1.4 FT (0.4 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2203'GROUND. STATION 2-81 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2204 ***********************************************************************
 AA2204  DESIGNATION -  2 81
 AA2204  PID         -  AA2204
 AA2204  STATE/COUNTY-  AL/BALDWIN
 AA2204  USGS QUAD   -  CARLTON (1984)
 AA2204
 AA2204                         *CURRENT SURVEY CONTROL
 AA2204  ___________________________________________________________________
 AA2204* NAD 83(1992)-  31 16 22.40363(N)    087 45 31.17313(W)     ADJUSTED  
 AA2204* NAVD 88     -        12.5    (meters)      41.     (feet)  VERTCON   
 AA2204  ___________________________________________________________________
 AA2204  X           -     213,390.640 (meters)                     COMP
 AA2204  Y           -  -5,452,158.734 (meters)                     COMP
 AA2204  Z           -   3,291,782.382 (meters)                     COMP
 AA2204  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AA2204  ELLIP HEIGHT-         -15.81  (meters)          (07/29/02) GPS OBS
 AA2204  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AA2204
 AA2204  HORZ ORDER  -  FIRST
 AA2204  ELLP ORDER  -  FOURTH    CLASS I
 AA2204
 AA2204.The horizontal coordinates were established by GPS observations
 AA2204.and adjusted by the National Geodetic Survey in December 1994..
 AA2204
 AA2204.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2204.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2204
 AA2204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2204
 AA2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2204
 AA2204.The ellipsoidal height was determined by GPS observations
 AA2204.and is referenced to NAD 83.
 AA2204
 AA2204.The geoid height was determined by GEOID03.
 AA2204
 AA2204;                    North         East     Units Scale Factor Converg.
 AA2204;SPC AL W     -   141,136.177   575,369.174   MT  0.99994081   -0 08 03.4
 AA2204;UTM  16      - 3,460,093.846   427,779.883   MT  0.99966433   -0 23 37.9
 AA2204
 AA2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2204!SPC AL W     -   1.00000248  x   0.99994081  =   0.99994329
 AA2204!UTM  16      -   1.00000248  x   0.99966433  =   0.99966681
 AA2204
 AA2204|---------------------------------------------------------------------|
 AA2204| PID    Reference Object                     Distance      Geod. Az  |
 AA2204|                                                           dddmmss.s |
 AA2204| AA2203 2 80                                392.684 METERS 18018     |
 AA2204|---------------------------------------------------------------------|
 AA2204
 AA2204                          SUPERSEDED SURVEY CONTROL
 AA2204
 AA2204  ELLIP H (12/16/94)  -15.72   (m)                       GP(       ) 3 2
 AA2204  NGVD 29 (12/16/94)   12.4    (m)           41.     (f) GPS OBS        
 AA2204
 AA2204.Superseded values are not recommended for survey control.
 AA2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2204.See file dsdata.txt to determine how the superseded data were derived.
 AA2204
 AA2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2778060094(NAD 83)
 AA2204_MARKER: DD = SURVEY DISK
 AA2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2204_SP_SET: CONCRETE POST
 AA2204_STAMPING: 2-81 1993
 AA2204_MARK LOGO: ALHD  
 AA2204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2204+STABILITY: SURFACE MOTION
 AA2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2204+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2204
 AA2204  HISTORY     - Date     Condition        Report By
 AA2204  HISTORY     - 1993     MONUMENTED       ALHD
 AA2204
 AA2204                          STATION DESCRIPTION
 AA2204
 AA2204'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2204'THE STATION IS IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF A BALDWIN
 AA2204'COUNTY DIRT ROAD ABOUT 26.65 MI (42.89 KM) NORTH OF BAY MINETTE AND
 AA2204'ABOUT 19.80 MI (31.86 KM) NORTH-NORTHEAST OF STOCKTON. TO REACH THE
 AA2204'STATION FROM THE JUNCTION OF AL 287 AND AL 59 (MILEPOST 1.97 ON AL 287
 AA2204'AND MILEPOST 48.81 ON AL 59) AT A FOUR WAY STOP IN BAY MINETTE, DRIVE
 AA2204'NORTHWEST, NORTH, AND NORTHEAST ON AL 59 FOR 25.65 MI (41.28 KM) TO
 AA2204'MILEPOST 74.45, BALDWIN COUNTY ROAD 61 RIGHT, AND A DIRT ROAD LEFT
 AA2204'(T.J. EARLE ROAD). TURN LEFT ON THE DIRT ROAD AND DRIVE NORTHWEST AND
 AA2204'NORTH FOR 4.70 MI (7.56 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA2204'19.0 FT (5.8 M) WEST OF THE CENTER OF THE DIRT / GRAVEL ROAD, 246.5 FT
 AA2204'(75.1 M) NORTH OF A POWER POLE, 1.8 FT (0.5 M) EAST OF A CARSONITE
 AA2204'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-80 1993 MAY BE
 AA2204'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2153 ***********************************************************************
 AA2153  DESIGNATION -  2 82
 AA2153  PID         -  AA2153
 AA2153  STATE/COUNTY-  AL/BALDWIN
 AA2153  USGS QUAD   -  GULF SHORES (1980)
 AA2153
 AA2153                         *CURRENT SURVEY CONTROL
 AA2153  ___________________________________________________________________
 AA2153* NAD 83(1992)-  30 15 14.16096(N)    087 44 07.65377(W)     ADJUSTED  
 AA2153* NAVD 88     -         3.213  (meters)      10.54   (feet)  ADJUSTED  
 AA2153  ___________________________________________________________________
 AA2153  X           -     217,881.107 (meters)                     COMP
 AA2153  Y           -  -5,509,800.424 (meters)                     COMP
 AA2153  Z           -   3,194,708.521 (meters)                     COMP
 AA2153  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AA2153  ELLIP HEIGHT-         -24.42  (meters)          (07/29/02) GPS OBS
 AA2153  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AA2153  DYNAMIC HT  -           3.209 (meters)      10.53  (feet)  COMP
 AA2153  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 AA2153
 AA2153  HORZ ORDER  -  FIRST
 AA2153  VERT ORDER  -  FIRST     CLASS II
 AA2153  ELLP ORDER  -  FOURTH    CLASS I
 AA2153
 AA2153.The horizontal coordinates were established by GPS observations
 AA2153.and adjusted by the National Geodetic Survey in December 1994..
 AA2153
 AA2153.The orthometric height was determined by differential leveling
 AA2153.and adjusted by the National Geodetic Survey in July 2002..
 AA2153
 AA2153.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2153
 AA2153.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2153
 AA2153.The ellipsoidal height was determined by GPS observations
 AA2153.and is referenced to NAD 83.
 AA2153
 AA2153.The geoid height was determined by GEOID03.
 AA2153
 AA2153.The dynamic height is computed by dividing the NAVD 88
 AA2153.geopotential number by the normal gravity value computed on the
 AA2153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2153.degrees latitude (g = 980.6199 gals.).
 AA2153
 AA2153.The modeled gravity was interpolated from observed gravity values.
 AA2153
 AA2153;                    North         East     Units Scale Factor Converg.
 AA2153;SPC AL W     -    28,171.286   577,340.942   MT  0.99993967   -0 07 07.1
 AA2153;UTM  16      - 3,347,152.595   429,246.969   MT  0.99966176   -0 22 14.0
 AA2153
 AA2153!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2153!SPC AL W     -   1.00000384  x   0.99993967  =   0.99994350
 AA2153!UTM  16      -   1.00000384  x   0.99966176  =   0.99966559
 AA2153
 AA2153                          SUPERSEDED SURVEY CONTROL
 AA2153
 AA2153  ELLIP H (12/16/94)  -24.27   (m)                       GP(       ) 3 2
 AA2153  NGVD 29 (12/16/94)    3.1    (m)           10.     (f) GPS OBS        
 AA2153
 AA2153.Superseded values are not recommended for survey control.
 AA2153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2153.See file dsdata.txt to determine how the superseded data were derived.
 AA2153
 AA2153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2924747153(NAD 83)
 AA2153_MARKER: DD = SURVEY DISK
 AA2153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2153_SP_SET: CONCRETE POST
 AA2153_STAMPING: 2-82 1993
 AA2153_MARK LOGO: ALHD  
 AA2153_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2153+STABILITY: SURFACE MOTION
 AA2153_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2153+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AA2153
 AA2153  HISTORY     - Date     Condition        Report By
 AA2153  HISTORY     - 1993     MONUMENTED       ALHD
 AA2153  HISTORY     - 19960223 GOOD             NGS
 AA2153  HISTORY     - 20040316 GOOD             USPSQD
 AA2153
 AA2153                          STATION DESCRIPTION
 AA2153
 AA2153'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2153'THE STATION IS IN BALDWIN COUNTY ON THE SOUTH RIGHT OF WAY OF AL 180
 AA2153'ABOUT 3.10 MI (4.99 KM) WEST OF GULF SHORES AND ABOUT 10.70 MI (17.22
 AA2153'KM) SOUTH OF FOLEY. TO REACH THE STATION FROM THE JUNCTION OF AL 59
 AA2153'AND AL 180 (MILEPOST 1.09 ON AL 59 AND MILEPOST 20.94 ON AL 180) IN
 AA2153'GULF SHORES, DRIVE WEST ON AL 180 FOR 3.00 MI (4.83 KM) TO MILEPOST
 AA2153'17.95 AND THE STATION ON THE LEFT. THE STATION IS 36.1 FT (11.0 M)
 AA2153'SOUTH OF THE CENTERLINE OF AL 180, 151.8 FT (46.3 M) SOUTHWEST OF A
 AA2153'POWER POLE ACROSS THE ROAD, 194.0 FT (59.1 M) NORTHEAST OF A CONCRETE
 AA2153'HIGH VOLTAGE POWER POLE, 245.0 FT (74.7 M) WEST OF MILEPOST EIGHTEEN,
 AA2153'296.1 FT (90.3 M) WEST OF A BRIGADOON TRAIL STREET SIGN, 2.0 FT (0.6
 AA2153'M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2153'STATION 2-83 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2153
 AA2153                          STATION RECOVERY (1996)
 AA2153
 AA2153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA2153'4.8 KM (3.00 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION OF
 AA2153'STATE HIGHWAY 59 IN GULF SHORES, 97.7 M (320.5 FT) WEST OF THE CENTER
 AA2153'OF BRIGADOON TRAIL, 10.9 M (35.8 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AA2153'0.6 M (2.0 FT) NORTH OF A WITNESS POST, 0.3 M (1.0 FT) ABOVE THE LEVEL
 AA2153'OF THE HIGHWAY, AND THE MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE
 AA2153'GROUND SURFACE.
 AA2153
 AA2153                          STATION RECOVERY (2004)
 AA2153
 AA2153'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2153'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2154 ***********************************************************************
 AA2154  DESIGNATION -  2 83
 AA2154  PID         -  AA2154
 AA2154  STATE/COUNTY-  AL/BALDWIN
 AA2154  USGS QUAD   -  GULF SHORES (1980)
 AA2154
 AA2154                         *CURRENT SURVEY CONTROL
 AA2154  ___________________________________________________________________
 AA2154* NAD 83(1992)-  30 15 16.47329(N)    087 43 44.05145(W)     ADJUSTED  
 AA2154* NAVD 88     -         3.986  (meters)      13.08   (feet)  ADJUSTED  
 AA2154  ___________________________________________________________________
 AA2154  X           -     218,510.182 (meters)                     COMP
 AA2154  Y           -  -5,509,740.282 (meters)                     COMP
 AA2154  Z           -   3,194,770.420 (meters)                     COMP
 AA2154  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AA2154  ELLIP HEIGHT-         -23.64  (meters)          (07/29/02) GPS OBS
 AA2154  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AA2154  DYNAMIC HT  -           3.981 (meters)      13.06  (feet)  COMP
 AA2154  MODELED GRAV-     979,327.6   (mgal)                       NAVD 88
 AA2154
 AA2154  HORZ ORDER  -  FIRST
 AA2154  VERT ORDER  -  FIRST     CLASS II
 AA2154  ELLP ORDER  -  FOURTH    CLASS I
 AA2154
 AA2154.The horizontal coordinates were established by GPS observations
 AA2154.and adjusted by the National Geodetic Survey in December 1994..
 AA2154
 AA2154.The orthometric height was determined by differential leveling
 AA2154.and adjusted by the National Geodetic Survey in July 2002..
 AA2154
 AA2154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2154
 AA2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2154
 AA2154.The ellipsoidal height was determined by GPS observations
 AA2154.and is referenced to NAD 83.
 AA2154
 AA2154.The geoid height was determined by GEOID03.
 AA2154
 AA2154.The dynamic height is computed by dividing the NAVD 88
 AA2154.geopotential number by the normal gravity value computed on the
 AA2154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA2154.degrees latitude (g = 980.6199 gals.).
 AA2154
 AA2154.The modeled gravity was interpolated from observed gravity values.
 AA2154
 AA2154;                    North         East     Units Scale Factor Converg.
 AA2154;SPC AL W     -    28,241.198   577,972.013   MT  0.99993932   -0 06 55.2
 AA2154;UTM  16      - 3,347,219.713   429,878.165   MT  0.99966066   -0 22 02.2
 AA2154
 AA2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2154!SPC AL W     -   1.00000371  x   0.99993932  =   0.99994303
 AA2154!UTM  16      -   1.00000371  x   0.99966066  =   0.99966437
 AA2154
 AA2154                          SUPERSEDED SURVEY CONTROL
 AA2154
 AA2154  ELLIP H (12/16/94)  -23.50   (m)                       GP(       ) 3 2
 AA2154  NGVD 29 (12/16/94)    3.9    (m)           13.     (f) GPS OBS        
 AA2154
 AA2154.Superseded values are not recommended for survey control.
 AA2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2154.See file dsdata.txt to determine how the superseded data were derived.
 AA2154
 AA2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2987847220(NAD 83)
 AA2154_MARKER: DD = SURVEY DISK
 AA2154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2154_SP_SET: CONCRETE POST
 AA2154_STAMPING: 2-83 1993
 AA2154_MARK LOGO: ALHD  
 AA2154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2154+STABILITY: SURFACE MOTION
 AA2154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2154+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AA2154
 AA2154  HISTORY     - Date     Condition        Report By
 AA2154  HISTORY     - 1993     MONUMENTED       ALHD
 AA2154  HISTORY     - 19960223 GOOD             NGS
 AA2154  HISTORY     - 20040316 GOOD             USPSQD
 AA2154
 AA2154                          STATION DESCRIPTION
 AA2154
 AA2154'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2154'THE STATION IS IN BALDWIN COUNTY ON THE NORTH RIGHT OF WAY OF AL 180
 AA2154'ABOUT 3.50 MI (5.63 KM) WEST OF GULF SHORES AND ABOUT 10.90 MI (17.54
 AA2154'KM) SOUTH OF FOLEY. TO REACH THE STATION FROM THE JUNCTION OF AL 59
 AA2154'AND AL 180 (MILEPOST 1.09 ON AL 59 AND MILEPOST 20.94 ON AL 180) IN
 AA2154'GULF SHORES, DRIVE WEST ON AL 180 FOR 2.60 MI (4.18 KM) TO MILEPOST
 AA2154'18.35 AND THE STATION ON THE RIGHT. THE STATION IS 41.7 FT (12.7 M)
 AA2154'NORTH OF THE CENTERLINE OF AL 180, 88.0 FT (26.8 M) WEST OF A POWER
 AA2154'AND CABLE POLE WITH A STREET LIGHT, 126.4 FT (38.5 M) SOUTH-SOUTHEAST
 AA2154'OF A TRANSFORMER POWER POLE WITH ONE GUY WIRE, 133.8 FT (40.8 M) EAST
 AA2154'OF A JUNCTION POWER AND CABLE POLE WITH ONE GUY WIRE AND A NIGHT
 AA2154'LIGHT, 157.3 FT (47.9 M) WEST-SOUTHWEST OF AN OYSTER BAY VILLAGE SIGN,
 AA2154'162.0 FT (49.4 M) WEST OF ANOTHER OYSTER BAY VILLAGE SIGN, 166.6 FT
 AA2154'(50.8 M) WEST OF AN OYSTER BAY LANE / STOP SIGN, 193.2 FT (58.9 M)
 AA2154'SOUTHWEST OF A FIRE HYDRANT, 1.7 FT (0.5 M) SOUTH OF A CARSONITE
 AA2154'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 2-82 1993 MAY BE
 AA2154'USED AS AN AZIMUTH FOR THIS STATION.
 AA2154
 AA2154                          STATION RECOVERY (1996)
 AA2154
 AA2154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AA2154'4.2 KM (2.60 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION OF
 AA2154'STATE HIGHWAY 59 IN GULF SHORES, 55.7 M (182.7 FT) WEST OF THE CENTER
 AA2154'OF OYSTER BAY LANE, 26.6 M (87.3 FT) WEST OF A UTILITY POLE, 12.8 M
 AA2154'(42.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 0.6 M (2.0 FT) SOUTH OF A
 AA2154'WITNESS POST, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE HIGHWAY, AND THE
 AA2154'MONUMENT IS RECESSED 0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 AA2154
 AA2154                          STATION RECOVERY (2004)
 AA2154
 AA2154'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AA2154'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2289 ***********************************************************************
 AA2289  DESIGNATION -  2 84
 AA2289  PID         -  AA2289
 AA2289  STATE/COUNTY-  AL/BALDWIN
 AA2289  USGS QUAD   -  BAY MINETTE NORTH (1985)
 AA2289
 AA2289                         *CURRENT SURVEY CONTROL
 AA2289  ___________________________________________________________________
 AA2289* NAD 83(1992)-  30 54 29.55375(N)    087 47 10.20502(W)     ADJUSTED  
 AA2289* NAVD 88     -        84.0    (meters)     276.     (feet)  GPS OBS   
 AA2289  ___________________________________________________________________
 AA2289  X           -     211,581.825 (meters)                     COMP
 AA2289  Y           -  -5,473,185.172 (meters)                     COMP
 AA2289  Z           -   3,257,194.763 (meters)                     COMP
 AA2289  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AA2289  ELLIP HEIGHT-          55.64  (meters)          (08/29/05) GPS OBS
 AA2289  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AA2289
 AA2289  HORZ ORDER  -  A
 AA2289  ELLP ORDER  -  FOURTH    CLASS I
 AA2289
 AA2289.The horizontal coordinates were established by GPS observations
 AA2289.and adjusted by the National Geodetic Survey in August 2005..
 AA2289
 AA2289.The orthometric height was determined by GPS observations and a
 AA2289.high-resolution geoid model.
 AA2289
 AA2289.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2289
 AA2289.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2289
 AA2289.The ellipsoidal height was determined by GPS observations
 AA2289.and is referenced to NAD 83.
 AA2289
 AA2289.The geoid height was determined by GEOID03.
 AA2289
 AA2289;                    North         East     Units Scale Factor Converg.
 AA2289;SPC AL W     -   100,712.598   572,645.356   MT  0.99994256   -0 08 49.2
 AA2289;UTM  16      - 3,419,694.055   424,874.717   MT  0.99966962   -0 24 13.8
 AA2289
 AA2289!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2289!SPC AL W     -   0.99999126  x   0.99994256  =   0.99993382
 AA2289!UTM  16      -   0.99999126  x   0.99966962  =   0.99966089
 AA2289
 AA2289                          SUPERSEDED SURVEY CONTROL
 AA2289
 AA2289  ELLIP H (07/29/02)   55.62   (m)                       GP(       ) 4 1
 AA2289  NAD 83(1992)-  30 54 29.55260(N)    087 47 10.20378(W) AD(       ) 1
 AA2289  ELLIP H (12/16/94)   55.72   (m)                       GP(       ) 3 2
 AA2289  NGVD 29 (12/16/94)   84.0    (m)          276.     (f) GPS OBS        
 AA2289
 AA2289.Superseded values are not recommended for survey control.
 AA2289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2289.See file dsdata.txt to determine how the superseded data were derived.
 AA2289
 AA2289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2487519694(NAD 83)
 AA2289_MARKER: DD = SURVEY DISK
 AA2289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2289_SP_SET: CONCRETE POST
 AA2289_STAMPING: 2-84 1994
 AA2289_MARK LOGO: ALHD  
 AA2289_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2289+STABILITY: SURFACE MOTION
 AA2289_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2289+SATELLITE: SATELLITE OBSERVATIONS - October 25, 2005
 AA2289
 AA2289  HISTORY     - Date     Condition        Report By
 AA2289  HISTORY     - 1994     MONUMENTED       ALHD
 AA2289  HISTORY     - 20030810 GOOD             USPSQD
 AA2289  HISTORY     - 20040624 GOOD             LOCSUR
 AA2289  HISTORY     - 20040901 GOOD             JCLS
 AA2289  HISTORY     - 20051025 GOOD             USPSQD
 AA2289
 AA2289                          STATION DESCRIPTION
 AA2289
 AA2289'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA2289'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE WEST RIGHT OF WAY OF
 AA2289'AL 287 (HAND AVE) IN NORTH BAY MINETTE. TO REACH THE STATION FROM THE
 AA2289'JUNCTION OF AL 59 AND AL 287 (MILEPOST 49.00 ON AL 59 AND MILEPOST
 AA2289'1.95 ON AL 287) DRIVE SOUTH ON AL 287 FOR 0.15 MI (0.24 KM) TO
 AA2289'MILEPOST 1.80 AND THE STATION ON THE RIGHT. THE STATION IS 4.2 FT (1.3
 AA2289'M) EAST-NORTHEAST OF THE EAST END OF A FOUR FOOT CHAIN LINK FENCE,
 AA2289'38.8 FT (11.8 M) NORTH-NORTHWEST OF AN UNDERGROUND CABLE WARNING SIGN,
 AA2289'47.9 FT (14.6 M) WEST-SOUTHWEST OF THE CENTERLINE OF AL 287, 73.2 FT
 AA2289'(22.3 M) SOUTH-SOUTHEAST OF A POWER POLE WITH A NIGHT LIGHT, 74.0 FT
 AA2289'(22.6 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL 2407, 78.4 FT
 AA2289'(23.9 M) WEST-SOUTHWEST OF A POWER AND CABLE POLE WITH ONE TRANSFORMER
 AA2289'AND A STREET LIGHT ACROSS THE ROAD, 133.8 FT (40.8 M) NORTH-NORTHWEST
 AA2289'OF A COUNTY HEALTH DEPARTMENT DIRECTIONAL SIGN, 4.1 FT (1.2 M)
 AA2289'EAST-NORTHEAST OF A CARSONITE WITNESS POST AND SET ABOUT 0.3 FT (9.1
 AA2289'CM) BELOW GROUND SURFACE. STATION 2-26 1991 MAY BE USED AS AN AZIMUTH
 AA2289'FOR THIS STATION.
 AA2289
 AA2289                          STATION RECOVERY (2003)
 AA2289
 AA2289'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AA2289'RECOVERED IN GOOD CONDITION.
 AA2289
 AA2289                          STATION RECOVERY (2004)
 AA2289
 AA2289'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (BW)
 AA2289'RECOVERED AS DESCRIBED.
 AA2289
 AA2289                          STATION RECOVERY (2004)
 AA2289
 AA2289'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA2289'RECOVERED IN GOOD CONDITION.
 AA2289
 AA2289                          STATION RECOVERY (2005)
 AA2289
 AA2289'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 AA2289'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5003 ***********************************************************************
 BG5003  DESIGNATION -  2 9
 BG5003  PID         -  BG5003
 BG5003  STATE/COUNTY-  AL/BALDWIN
 BG5003  USGS QUAD   -  SEMINOLE (1987)
 BG5003
 BG5003                         *CURRENT SURVEY CONTROL
 BG5003  ___________________________________________________________________
 BG5003* NAD 83(1999)-  30 37 24.60037(N)    087 25 44.32690(W)     ADJUSTED  
 BG5003* NAVD 88     -        41.4    (meters)     136.     (feet)  GPS OBS   
 BG5003  ___________________________________________________________________
 BG5003  X           -     246,420.610 (meters)                     COMP
 BG5003  Y           -  -5,487,853.682 (meters)                     COMP
 BG5003  Z           -   3,230,050.924 (meters)                     COMP
 BG5003  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 BG5003  ELLIP HEIGHT-          13.57  (meters)          (05/31/01) GPS OBS
 BG5003  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BG5003
 BG5003  HORZ ORDER  -  FIRST
 BG5003  ELLP ORDER  -  FOURTH    CLASS I
 BG5003
 BG5003.The horizontal coordinates were established by GPS observations
 BG5003.and adjusted by the National Geodetic Survey in May 2001..
 BG5003
 BG5003.The orthometric height was determined by GPS observations and a
 BG5003.high-resolution geoid model.
 BG5003
 BG5003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5003
 BG5003.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5003
 BG5003.The ellipsoidal height was determined by GPS observations
 BG5003.and is referenced to NAD 83.
 BG5003
 BG5003.The geoid height was determined by GEOID03.
 BG5003
 BG5003;                    North         East     Units Scale Factor Converg.
 BG5003;SPC AL W     -    69,117.341   606,808.791   MT  0.99993391   +0 02 10.2
 BG5003;SPC FL N     -   183,570.806   319,213.468   MT  0.99998003   -1 28 18.8
 BG5003;SPC FL N     -   602,265.22  1,047,286.19   sFT  0.99998003   -1 28 18.8
 BG5003;UTM  16      - 3,387,955.905   458,886.798   MT  0.99962085   -0 13 06.7
 BG5003
 BG5003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5003!SPC AL W     -   0.99999787  x   0.99993391  =   0.99993178
 BG5003!SPC FL N     -   0.99999787  x   0.99998003  =   0.99997790
 BG5003!UTM  16      -   0.99999787  x   0.99962085  =   0.99961872
 BG5003
 BG5003:                Primary Azimuth Mark                     Grid Az
 BG5003:SPC AL W     -  2 10                                     312 09 11.4
 BG5003:SPC FL N     -  2 10                                     313 39 40.4
 BG5003:UTM  16      -  2 10                                     312 24 28.3
 BG5003
 BG5003|---------------------------------------------------------------------|
 BG5003| PID    Reference Object                     Distance      Geod. Az  |
 BG5003|                                                           dddmmss.s |
 BG5003| BG5004 2 10                                411.242 METERS 3121121.6 |
 BG5003|---------------------------------------------------------------------|
 BG5003
 BG5003                          SUPERSEDED SURVEY CONTROL
 BG5003
 BG5003  NAD 83(1992)-  30 37 24.60015(N)    087 25 44.32526(W) AD(       ) 1
 BG5003  NAD 83(1992)-  30 37 24.59910(N)    087 25 44.32808(W) AD(       ) 1
 BG5003  ELLIP H (12/04/92)   13.73   (m)                       GP(       ) 4 1
 BG5003  NAD 83(1992)-  30 37 24.61534(N)    087 25 44.33101(W) AD(       ) 1
 BG5003  NGVD 29 (12/04/92)   41.4    (m)          136.     (f) GPS OBS        
 BG5003
 BG5003.Superseded values are not recommended for survey control.
 BG5003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5003.See file dsdata.txt to determine how the superseded data were derived.
 BG5003
 BG5003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5888787956(NAD 83)
 BG5003_MARKER: DD = SURVEY DISK
 BG5003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5003_SP_SET: CONCRETE POST
 BG5003_STAMPING: 2-9 1991
 BG5003_MARK LOGO: ALHD  
 BG5003_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BG5003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5003+STABILITY: SURFACE MOTION
 BG5003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5003+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG5003
 BG5003  HISTORY     - Date     Condition        Report By
 BG5003  HISTORY     - 1991     MONUMENTED       ALHD
 BG5003  HISTORY     - 19970211 GOOD             BDE
 BG5003
 BG5003                          STATION DESCRIPTION
 BG5003
 BG5003'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5003'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE SOUTHWEST RIGHT OF WAY
 BG5003'OF ALA 112, ABOUT 14.50 MI (23.33 KM) NORTH OF LILLIAN AND ABOUT
 BG5003'27.20 MI (43.77 KM) SOUTHEAST OF BAY MINETTE.
 BG5003'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 112 (MILE
 BG5003'POST 22.55 ON U.S. 31 AND MILE POST 30.30 ON ALA 112) IN THE EAST
 BG5003'SIDE OF BAY MINETTE, DRIVE SOUTHEAST ON ALA 112 FOR 28.20 MI
 BG5003'(45.38 KM) TO MILE POST 2.10 AND THE STATION ON THE RIGHT.
 BG5003'THE STATION IS 28.7 FT (8.7 M) SOUTHEAST OF MCI BURIED CABLE WARNING
 BG5003'SIGN NO. 00205, 29.0 FT (8.8 M) SOUTH OF THE SOUTHWEST END OF AN
 BG5003'EIGHTEEN-INCH CONCRETE PIPE UNDER ALA 112, 38.8 FT (11.8 M) SOUTHWEST
 BG5003'OF THE CENTERLINE OF ALA 112, 1.9 FT (0.6 M) NORTHEAST OF A CARSONITE
 BG5003'WITNESS POST, AND SET FLUSH WITH GROUND.
 BG5003'STATION 2-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5003
 BG5003                          STATION RECOVERY (1997)
 BG5003
 BG5003'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 BG5003'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1254 ***********************************************************************
 BU1254  DESIGNATION -  2 N
 BU1254  PID         -  BU1254
 BU1254  STATE/COUNTY-  AL/WILCOX
 BU1254  USGS QUAD   -  COY (1973)
 BU1254
 BU1254                         *CURRENT SURVEY CONTROL
 BU1254  ___________________________________________________________________
 BU1254* NAD 83(1986)-  31 54 08.     (N)    087 22 56.     (W)     SCALED    
 BU1254* NAVD 88     -        66.716  (meters)     218.88   (feet)  ADJUSTED  
 BU1254  ___________________________________________________________________
 BU1254  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU1254  DYNAMIC HT  -          66.636 (meters)     218.62  (feet)  COMP
 BU1254  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 BU1254
 BU1254  VERT ORDER  -  SECOND    CLASS 0
 BU1254
 BU1254.The horizontal coordinates were scaled from a topographic map and have
 BU1254.an estimated accuracy of +/- 6 seconds.
 BU1254
 BU1254.The orthometric height was determined by differential leveling
 BU1254.and adjusted by the National Geodetic Survey in June 1991..
 BU1254
 BU1254.The geoid height was determined by GEOID03.
 BU1254
 BU1254.The dynamic height is computed by dividing the NAVD 88
 BU1254.geopotential number by the normal gravity value computed on the
 BU1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1254.degrees latitude (g = 980.6199 gals.).
 BU1254
 BU1254.The modeled gravity was interpolated from observed gravity values.
 BU1254
 BU1254;                    North         East    Units  Estimated Accuracy
 BU1254;SPC AL W     -   210,890.      611,140.      MT  (+/- 180 meters Scaled)
 BU1254
 BU1254                          SUPERSEDED SURVEY CONTROL
 BU1254
 BU1254  NGVD 29 (??/??/92)   66.680  (m)          218.77   (f) ADJ UNCH    2 0
 BU1254
 BU1254.Superseded values are not recommended for survey control.
 BU1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1254.See file dsdata.txt to determine how the superseded data were derived.
 BU1254
 BU1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA638296(NAD 83)
 BU1254_MARKER: DD = SURVEY DISK
 BU1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1254_STAMPING: BM 2-N 1938
 BU1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1254+STABILITY: SURFACE MOTION
 BU1254
 BU1254  HISTORY     - Date     Condition        Report By
 BU1254  HISTORY     - 1938     MONUMENTED       USE
 BU1254  HISTORY     - 1950     GOOD             NGS
 BU1254
 BU1254                          STATION DESCRIPTION
 BU1254
 BU1254'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU1254'6.25 MI NE FROM HYBART.
 BU1254'ABOUT 5.25 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 BU1254'AT HYBART, THENCE ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD, ABOUT 0.1
 BU1254'MILE NORTH ALONG STATE HIGHWAY 11 FROM GULLETS BLUFF BAPTIST CHURCH AT
 BU1254'DRY FORKS THENCE ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD, AT NELLIE,
 BU1254'62 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF THE ROAD AND A
 BU1254'DRIVE SOUTH TO A LARGE WHITE HOUSE OCCUPIED BY MR. FARISH, 67 FEET
 BU1254'NORTH AND ACROSS THE ROAD FROM A 36-INCH OAK TREE, 55 FEET EAST OF THE
 BU1254'CENTER LINE OF A DRIVE NORTH TO A TENANT HOUSE, 20 1/2 FEET NORTH OF
 BU1254'THE CENTER LINE OF THE ROAD, 3 1/2 FEET SOUTH OF A FENCE LINE, 1 FOOT
 BU1254'SOUTH OF A WHITE WOODEN WITNESS POST, 4 1/2 FEET ABOVE THE ROAD AND
 BU1254'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2238 ***********************************************************************
 DH2238  DESIGNATION -  2 RESET
 DH2238  PID         -  DH2238
 DH2238  STATE/COUNTY-  AL/ETOWAH
 DH2238  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 DH2238
 DH2238                         *CURRENT SURVEY CONTROL
 DH2238  ___________________________________________________________________
 DH2238* NAD 83(1986)-  33 59 24.     (N)    086 00 15.     (W)     SCALED    
 DH2238* NAVD 88     -       155.68   (meters)     510.8    (feet)  RESET     
 DH2238  ___________________________________________________________________
 DH2238  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DH2238
 DH2238  VERT ORDER  -  THIRD
 DH2238
 DH2238.The horizontal coordinates were scaled from a topographic map and have
 DH2238.an estimated accuracy of +/- 6 seconds.
 DH2238
 DH2238.The orthometric height was computed from unverified reset data.
 DH2238
 DH2238.The geoid height was determined by GEOID03.
 DH2238
 DH2238;                    North         East    Units  Estimated Accuracy
 DH2238;SPC AL E     -   387,010.      184,220.      MT  (+/- 180 meters Scaled)
 DH2238
 DH2238                          SUPERSEDED SURVEY CONTROL
 DH2238
 DH2238.No superseded survey control is available for this station.
 DH2238
 DH2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC919614(NAD 83)
 DH2238_MARKER: DB = BENCH MARK DISK
 DH2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2238_STAMPING: 2 U.S.E. RESET 1954
 DH2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2238+STABILITY: SURFACE MOTION
 DH2238
 DH2238  HISTORY     - Date     Condition        Report By
 DH2238  HISTORY     - 1954     MONUMENTED       ALHD
 DH2238
 DH2238                          STATION DESCRIPTION
 DH2238
 DH2238'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1954
 DH2238'1.55 MI S FROM GADSDEN.
 DH2238'ABOUT 1.55 MILES SOUTH ALONG U. S. HIGHWAY 11 FROM THE AMERICAN
 DH2238'NATIONAL BANK ON THE MAIN STREET IN GADSDEN, 39.5 FEET NORTHWEST OF
 DH2238'THE NORTHWEST CORNER OF THE CONCRETE BRIDGE OVER BIG WILLS CREEK, 34
 DH2238'FEET WEST OF THE PROJECTED PLANE OF THE WEST SIDE OF THE BRIDGE, 5.5
 DH2238'FEET SOUTHEAST OF THE SOUTHEASTERN ONE OF THE CREOSOTED POSTS
 DH2238'SUPPORTING A LARGE SIGNBOARD, AND IN THE LINE DETERMINED BY THE POSTS.
 DH2238'THE MARK PROJECTS 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1249 ***********************************************************************
 DH1249  DESIGNATION -  2 ST 10
 DH1249  PID         -  DH1249
 DH1249  STATE/COUNTY-  AL/BLOUNT
 DH1249  USGS QUAD   -  TRAFFORD (1986)
 DH1249
 DH1249                         *CURRENT SURVEY CONTROL
 DH1249  ___________________________________________________________________
 DH1249* NAD 83(1986)-  33 46 50.     (N)    086 38 46.     (W)     SCALED    
 DH1249* NAVD 88     -       207.073  (meters)     679.37   (feet)  ADJUSTED  
 DH1249  ___________________________________________________________________
 DH1249  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH1249  DYNAMIC HT  -         206.846 (meters)     678.63  (feet)  COMP
 DH1249  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 DH1249
 DH1249  VERT ORDER  -  SECOND    CLASS 0
 DH1249
 DH1249.The horizontal coordinates were scaled from a topographic map and have
 DH1249.an estimated accuracy of +/- 6 seconds.
 DH1249
 DH1249.The orthometric height was determined by differential leveling
 DH1249.and adjusted by the National Geodetic Survey in June 1991..
 DH1249
 DH1249.The geoid height was determined by GEOID03.
 DH1249
 DH1249.The dynamic height is computed by dividing the NAVD 88
 DH1249.geopotential number by the normal gravity value computed on the
 DH1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1249.degrees latitude (g = 980.6199 gals.).
 DH1249
 DH1249.The modeled gravity was interpolated from observed gravity values.
 DH1249
 DH1249;                    North         East    Units  Estimated Accuracy
 DH1249;SPC AL W     -   419,510.      679,080.      MT  (+/- 180 meters Scaled)
 DH1249
 DH1249                          SUPERSEDED SURVEY CONTROL
 DH1249
 DH1249  NGVD 29 (??/??/92)  207.021  (m)          679.20   (f) ADJ UNCH    2 0
 DH1249
 DH1249.Superseded values are not recommended for survey control.
 DH1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1249.See file dsdata.txt to determine how the superseded data were derived.
 DH1249
 DH1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC327378(NAD 83)
 DH1249_MARKER: DD = SURVEY DISK
 DH1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1249_STAMPING: 2-ST-10 1937
 DH1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1249+STABILITY: SURFACE MOTION
 DH1249
 DH1249  HISTORY     - Date     Condition        Report By
 DH1249  HISTORY     - 1937     MONUMENTED       USE
 DH1249  HISTORY     - 1947     GOOD             NGS
 DH1249
 DH1249                          STATION DESCRIPTION
 DH1249
 DH1249'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1249'1.8 MI NW FROM VILLAGE SPRINGS.
 DH1249'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 38 FROM THE LOUISVILLE AND
 DH1249'NASHVILLE RAILROAD STATION AT VILLAGE SPRINGS, THENCE ABOUT 1.5 MILES
 DH1249'NORTHWEST ALONG A GRAVEL ROAD LEADING TO TRAFFORD, AT THE V. SIMS
 DH1249'FARM, 58 FEET SOUTHWEST OF THE JUNCTION OF A SIDE ROAD LEADING NORTH
 DH1249'(OLD TENNESSEE ROAD), 43 FEET WEST OF THE CENTER LINE OF THE TRAFFORD
 DH1249'ROAD, 86 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE FARM HOUSE, 28
 DH1249'FEET NORTH OF THE CENTER LINE OF A FARM ROAD LEADING WEST, 1.5 FEET
 DH1249'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE ROAD AND
 DH1249'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE--
 DH1249'CONCRETE IS CHIPPED OFF THE TOP OF THE MARK BUT APPEARS TO BE IN GOOD
 DH1249'CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1182 ***********************************************************************
 DH1182  DESIGNATION -  2 ST 103
 DH1182  PID         -  DH1182
 DH1182  STATE/COUNTY-  AL/JEFFERSON
 DH1182  USGS QUAD   -  ARGO (1970)
 DH1182
 DH1182                         *CURRENT SURVEY CONTROL
 DH1182  ___________________________________________________________________
 DH1182* NAD 83(1986)-  33 41 24.     (N)    086 37 14.     (W)     SCALED    
 DH1182* NAVD 88     -       254.165  (meters)     833.87   (feet)  ADJUSTED  
 DH1182  ___________________________________________________________________
 DH1182  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH1182  DYNAMIC HT  -         253.882 (meters)     832.94  (feet)  COMP
 DH1182  MODELED GRAV-     979,519.5   (mgal)                       NAVD 88
 DH1182
 DH1182  VERT ORDER  -  SECOND    CLASS 0
 DH1182
 DH1182.The horizontal coordinates were scaled from a topographic map and have
 DH1182.an estimated accuracy of +/- 6 seconds.
 DH1182
 DH1182.The orthometric height was determined by differential leveling
 DH1182.and adjusted by the National Geodetic Survey in June 1991..
 DH1182
 DH1182.The geoid height was determined by GEOID03.
 DH1182
 DH1182.The dynamic height is computed by dividing the NAVD 88
 DH1182.geopotential number by the normal gravity value computed on the
 DH1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1182.degrees latitude (g = 980.6199 gals.).
 DH1182
 DH1182.The modeled gravity was interpolated from observed gravity values.
 DH1182
 DH1182;                    North         East    Units  Estimated Accuracy
 DH1182;SPC AL W     -   409,480.      681,540.      MT  (+/- 180 meters Scaled)
 DH1182
 DH1182                          SUPERSEDED SURVEY CONTROL
 DH1182
 DH1182  NGVD 29 (??/??/92)  254.115  (m)          833.71   (f) ADJ UNCH    2 0
 DH1182
 DH1182.Superseded values are not recommended for survey control.
 DH1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1182.See file dsdata.txt to determine how the superseded data were derived.
 DH1182
 DH1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC351278(NAD 83)
 DH1182_MARKER: DD = SURVEY DISK
 DH1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1182_STAMPING: 2-ST-103 1938
 DH1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1182+STABILITY: SURFACE MOTION
 DH1182
 DH1182  HISTORY     - Date     Condition        Report By
 DH1182  HISTORY     - 1938     MONUMENTED       USE
 DH1182  HISTORY     - 1947     GOOD             NGS
 DH1182
 DH1182                          STATION DESCRIPTION
 DH1182
 DH1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1182'1.3 MI SW FROM CLAY.
 DH1182'ABOUT 1.3 MILES SOUTHWEST ALONG THE CHALKVILLE ROAD FROM THE SCHOOL AT
 DH1182'CLAY, AT THE JUNCTION OF A BLACK TOP ROAD LEADING WEST TO MT. PINSON,
 DH1182'37 FEET SOUTH OF THE MT. PINSON ROAD, 24.5 FEET NORTHWEST OF THE
 DH1182'CENTER LINE OF THE CLAY-CHALKVILLE ROAD, 10 FEET NORTH OF A FENCE
 DH1182'CORNER, 7 FEET EAST OF FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN
 DH1182'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 DH1182'CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1252 ***********************************************************************
 DH1252  DESIGNATION -  2 ST 11
 DH1252  PID         -  DH1252
 DH1252  STATE/COUNTY-  AL/BLOUNT
 DH1252  USGS QUAD   -  TRAFFORD (1986)
 DH1252
 DH1252                         *CURRENT SURVEY CONTROL
 DH1252  ___________________________________________________________________
 DH1252* NAD 83(1986)-  33 48 21.     (N)    086 40 39.     (W)     SCALED    
 DH1252* NAVD 88     -       188.296  (meters)     617.77   (feet)  ADJUSTED  
 DH1252  ___________________________________________________________________
 DH1252  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH1252  DYNAMIC HT  -         188.092 (meters)     617.10  (feet)  COMP
 DH1252  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 DH1252
 DH1252  VERT ORDER  -  SECOND    CLASS 0
 DH1252
 DH1252.The horizontal coordinates were scaled from a topographic map and have
 DH1252.an estimated accuracy of +/- 6 seconds.
 DH1252
 DH1252.The orthometric height was determined by differential leveling
 DH1252.and adjusted by the National Geodetic Survey in June 1991..
 DH1252
 DH1252.The geoid height was determined by GEOID03.
 DH1252
 DH1252.The dynamic height is computed by dividing the NAVD 88
 DH1252.geopotential number by the normal gravity value computed on the
 DH1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1252.degrees latitude (g = 980.6199 gals.).
 DH1252
 DH1252.The modeled gravity was interpolated from observed gravity values.
 DH1252
 DH1252;                    North         East    Units  Estimated Accuracy
 DH1252;SPC AL W     -   422,290.      676,160.      MT  (+/- 180 meters Scaled)
 DH1252
 DH1252                          SUPERSEDED SURVEY CONTROL
 DH1252
 DH1252  NGVD 29 (??/??/92)  188.241  (m)          617.59   (f) ADJ UNCH    2 0
 DH1252
 DH1252.Superseded values are not recommended for survey control.
 DH1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1252.See file dsdata.txt to determine how the superseded data were derived.
 DH1252
 DH1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC298406(NAD 83)
 DH1252_MARKER: DD = SURVEY DISK
 DH1252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1252_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1252_STAMPING: 2-ST-11 1937
 DH1252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1252+STABILITY: SURFACE MOTION
 DH1252
 DH1252  HISTORY     - Date     Condition        Report By
 DH1252  HISTORY     - 1937     MONUMENTED       USE
 DH1252  HISTORY     - 1947     GOOD             NGS
 DH1252
 DH1252                          STATION DESCRIPTION
 DH1252
 DH1252'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1252'4.7 MI NW FROM VILLAGE SPRINGS.
 DH1252'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 38 FROM THE LOUISVILLE AND
 DH1252'NASHVILLE RAILROAD STATION AT VILLAGE SPRINGS, THENCE ABOUT 4.4 MILES
 DH1252'NORTHWEST ALONG A ROAD TO TRAFFORD, ABOUT 90 YARDS EAST OF THE
 DH1252'INTERSECTION OF THE LOCUST FORK-MT. PINSON ROAD, AT THE TOP OF A
 DH1252'GRADE, 16 FEET NORTH OF THE CENTER LINE OF THE ROAD, 13 FEET EAST OF
 DH1252'THE CENTER LINE OF THE DRIVE TO A FARM HOUSE, 14 FEET WEST OF A POWER
 DH1252'POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE THE
 DH1252'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1332 ***********************************************************************
 DH1332  DESIGNATION -  2 ST 39
 DH1332  PID         -  DH1332
 DH1332  STATE/COUNTY-  AL/JEFFERSON
 DH1332  USGS QUAD   -  GARDENDALE (1979)
 DH1332
 DH1332                         *CURRENT SURVEY CONTROL
 DH1332  ___________________________________________________________________
 DH1332* NAD 83(1986)-  33 40 54.     (N)    086 52 18.     (W)     SCALED    
 DH1332* NAVD 88     -       193.525  (meters)     634.92   (feet)  ADJUSTED  
 DH1332  ___________________________________________________________________
 DH1332  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH1332  DYNAMIC HT  -         193.316 (meters)     634.24  (feet)  COMP
 DH1332  MODELED GRAV-     979,552.4   (mgal)                       NAVD 88
 DH1332
 DH1332  VERT ORDER  -  SECOND    CLASS 0
 DH1332
 DH1332.The horizontal coordinates were scaled from a topographic map and have
 DH1332.an estimated accuracy of +/- 6 seconds.
 DH1332
 DH1332.The orthometric height was determined by differential leveling
 DH1332.and adjusted by the National Geodetic Survey in June 1991..
 DH1332
 DH1332.The geoid height was determined by GEOID03.
 DH1332
 DH1332.The dynamic height is computed by dividing the NAVD 88
 DH1332.geopotential number by the normal gravity value computed on the
 DH1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1332.degrees latitude (g = 980.6199 gals.).
 DH1332
 DH1332.The modeled gravity was interpolated from observed gravity values.
 DH1332
 DH1332;                    North         East    Units  Estimated Accuracy
 DH1332;SPC AL W     -   408,390.      658,260.      MT  (+/- 180 meters Scaled)
 DH1332
 DH1332                          SUPERSEDED SURVEY CONTROL
 DH1332
 DH1332  NGVD 29 (??/??/92)  193.481  (m)          634.78   (f) ADJ UNCH    2 0
 DH1332
 DH1332.Superseded values are not recommended for survey control.
 DH1332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1332.See file dsdata.txt to determine how the superseded data were derived.
 DH1332
 DH1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC118268(NAD 83)
 DH1332_MARKER: DD = SURVEY DISK
 DH1332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1332_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1332_STAMPING: 2-ST-39 1937
 DH1332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1332+STABILITY: SURFACE MOTION
 DH1332
 DH1332  HISTORY     - Date     Condition        Report By
 DH1332  HISTORY     - 1937     MONUMENTED       USE
 DH1332  HISTORY     - 1946     GOOD             NGS
 DH1332  HISTORY     - 1957     GOOD             NGS
 DH1332
 DH1332                          STATION DESCRIPTION
 DH1332
 DH1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1332'5.0 MI NW FROM GARDENDALE.
 DH1332'ABOUT 5.0 MILES NORTHWEST ALONG THE GARDENDALE-CARDIFF ROAD FROM THE
 DH1332'POST OFFICE AT GARDENDALE, AT A CROSS ROAD OPPOSITE THE MT. OLIVE
 DH1332'CEMETERY, ABOUT 250 FEET SOUTHEAST AND ACROSS THE ROAD LEADING WEST
 DH1332'FROM THE SOUTHEAST CORNER OF THE MT. OLIVE BAPTIST CHURCH, 95 FEET
 DH1332'SOUTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 33 FEET SOUTHWEST
 DH1332'OF THE CENTER LINE OF THE PAVED ROAD, 22 FEET EAST OF THE CENTER LINE
 DH1332'OF A GRAVEL ROAD LEADING SOUTH, 79.5 FEET SOUTHWEST AND ACROSS THE
 DH1332'PAVED ROAD FROM THE CROCKER TOMBSTONE, ABOUT 3 FEET ABOVE THE PAVED
 DH1332'ROAD, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE
 DH1332'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- RECOVERED AS
 DH1332'DESCRIBED IN 1957.
 DH1332
 DH1332                          STATION RECOVERY (1957)
 DH1332
 DH1332'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DH1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1381 ***********************************************************************
 DH1381  DESIGNATION -  2 ST 50
 DH1381  PID         -  DH1381
 DH1381  STATE/COUNTY-  AL/JEFFERSON
 DH1381  USGS QUAD   -  CREEL (1978)
 DH1381
 DH1381                         *CURRENT SURVEY CONTROL
 DH1381  ___________________________________________________________________
 DH1381* NAD 83(1986)-  33 48 02.     (N)    086 56 30.     (W)     SCALED    
 DH1381* NAVD 88     -       226.735  (meters)     743.88   (feet)  ADJUSTED  
 DH1381  ___________________________________________________________________
 DH1381  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DH1381  DYNAMIC HT  -         226.496 (meters)     743.10  (feet)  COMP
 DH1381  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DH1381
 DH1381  VERT ORDER  -  SECOND    CLASS 0
 DH1381
 DH1381.The horizontal coordinates were scaled from a topographic map and have
 DH1381.an estimated accuracy of +/- 6 seconds.
 DH1381
 DH1381.The orthometric height was determined by differential leveling
 DH1381.and adjusted by the National Geodetic Survey in June 1991..
 DH1381
 DH1381.The geoid height was determined by GEOID03.
 DH1381
 DH1381.The dynamic height is computed by dividing the NAVD 88
 DH1381.geopotential number by the normal gravity value computed on the
 DH1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1381.degrees latitude (g = 980.6199 gals.).
 DH1381
 DH1381.The modeled gravity was interpolated from observed gravity values.
 DH1381
 DH1381;                    North         East    Units  Estimated Accuracy
 DH1381;SPC AL W     -   421,540.      651,700.      MT  (+/- 180 meters Scaled)
 DH1381
 DH1381                          SUPERSEDED SURVEY CONTROL
 DH1381
 DH1381  NGVD 29 (??/??/92)  226.692  (m)          743.74   (f) ADJ UNCH    2 0
 DH1381
 DH1381.Superseded values are not recommended for survey control.
 DH1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1381.See file dsdata.txt to determine how the superseded data were derived.
 DH1381
 DH1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC054400(NAD 83)
 DH1381_MARKER: DD = SURVEY DISK
 DH1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1381_STAMPING: 2-ST-50 1937
 DH1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1381+STABILITY: SURFACE MOTION
 DH1381
 DH1381  HISTORY     - Date     Condition        Report By
 DH1381  HISTORY     - 1937     MONUMENTED       USE
 DH1381  HISTORY     - 1946     GOOD             NGS
 DH1381
 DH1381                          STATION DESCRIPTION
 DH1381
 DH1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1381'IN CORNER.
 DH1381'AT CORNER, IN THE NORTHWEST QUARTER OF THE CROSSROADS, ACROSS THE
 DH1381'NORTH-SOUTH ROAD FROM THE SCHOOL, AT THE SOUTHEAST CORNER OF THE PLAY
 DH1381'GROUNDS OF THE SCHOOL, 87 FEET NORTHWEST AND ACROSS THE INTERSECTION
 DH1381'FROM THE NORTHWEST CORNER OF THE J. J. ATTAWAYS STORE, 32 FEET WEST OF
 DH1381'THE CENTER LINE OF THE NORTH-SOUTH ROAD, 21 FEET NORTH OF THE CENTER
 DH1381'LINE OF THE EAST-WEST ROAD, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 DH1381'POST, ABOUT 3 FEET ABOVE THE INTERSECTION AND SET IN THE TOP OF A
 DH1381'CONCRETE POST PROJECTING 1 FOOT.  NOTE-- MARK IS SET ABOUT 1 FOOT
 DH1381'NORTHWEST OF A STEEP BANK AND SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1305 ***********************************************************************
 DH1305  DESIGNATION -  2 ST 6
 DH1305  PID         -  DH1305
 DH1305  STATE/COUNTY-  AL/BLOUNT
 DH1305  USGS QUAD   -  NECTAR (1978)
 DH1305
 DH1305                         *CURRENT SURVEY CONTROL
 DH1305  ___________________________________________________________________
 DH1305* NAD 83(1986)-  33 52 33.     (N)    086 39 17.     (W)     SCALED    
 DH1305* NAVD 88     -       144.695  (meters)     474.72   (feet)  ADJUSTED  
 DH1305  ___________________________________________________________________
 DH1305  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH1305  DYNAMIC HT  -         144.539 (meters)     474.21  (feet)  COMP
 DH1305  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 DH1305
 DH1305  VERT ORDER  -  SECOND    CLASS 0
 DH1305
 DH1305.The horizontal coordinates were scaled from a topographic map and have
 DH1305.an estimated accuracy of +/- 6 seconds.
 DH1305
 DH1305.The orthometric height was determined by differential leveling
 DH1305.and adjusted by the National Geodetic Survey in June 1991..
 DH1305
 DH1305.The geoid height was determined by GEOID03.
 DH1305
 DH1305.The dynamic height is computed by dividing the NAVD 88
 DH1305.geopotential number by the normal gravity value computed on the
 DH1305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1305.degrees latitude (g = 980.6199 gals.).
 DH1305
 DH1305.The modeled gravity was interpolated from observed gravity values.
 DH1305
 DH1305;                    North         East    Units  Estimated Accuracy
 DH1305;SPC AL W     -   430,070.      678,200.      MT  (+/- 180 meters Scaled)
 DH1305
 DH1305                          SUPERSEDED SURVEY CONTROL
 DH1305
 DH1305  NGVD 29 (??/??/92)  144.649  (m)          474.57   (f) ADJ UNCH    2 0
 DH1305
 DH1305.Superseded values are not recommended for survey control.
 DH1305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1305.See file dsdata.txt to determine how the superseded data were derived.
 DH1305
 DH1305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC319484(NAD 83)
 DH1305_MARKER: DD = SURVEY DISK
 DH1305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1305_STAMPING: 2-ST-6 1937
 DH1305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1305+STABILITY: SURFACE MOTION
 DH1305
 DH1305  HISTORY     - Date     Condition        Report By
 DH1305  HISTORY     - 1937     MONUMENTED       USE
 DH1305  HISTORY     - 1947     GOOD             NGS
 DH1305
 DH1305                          STATION DESCRIPTION
 DH1305
 DH1305'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1305'3.25 MI SW FROM LOCUST FORK.
 DH1305'ABOUT 3.25 MILES SOUTHWEST ALONG THE MT. PINSON ROAD FROM THE COTTON
 DH1305'GIN AT LOCUST FORK, AT THE JUNCTION OF A ROAD LEADING NORTHWEST TO
 DH1305'CENTER SPRING CHURCH, 35 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN
 DH1305'ROAD, 22 FEET SOUTHWEST OF A 26-INCH OAK TREE, 25 FEET NORTHEAST OF
 DH1305'THE CENTER LINE OF THE SIDE ROAD, 116 FEET SOUTH-SOUTHEAST OF THE
 DH1305'SOUTH CORNER OF A FARM HOUSE, 29.5 FEET SOUTHEAST OF A POWER POLE, 2
 DH1305'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4.5 FEET ABOVE
 DH1305'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1304 ***********************************************************************
 DH1304  DESIGNATION -  2 ST 7
 DH1304  PID         -  DH1304
 DH1304  STATE/COUNTY-  AL/BLOUNT
 DH1304  USGS QUAD   -  TRAFFORD (1986)
 DH1304
 DH1304                         *CURRENT SURVEY CONTROL
 DH1304  ___________________________________________________________________
 DH1304* NAD 83(1986)-  33 52 23.     (N)    086 39 24.     (W)     SCALED    
 DH1304* NAVD 88     -       140.595  (meters)     461.27   (feet)  ADJUSTED  
 DH1304  ___________________________________________________________________
 DH1304  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH1304  DYNAMIC HT  -         140.443 (meters)     460.77  (feet)  COMP
 DH1304  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 DH1304
 DH1304  VERT ORDER  -  SECOND    CLASS 0
 DH1304
 DH1304.The horizontal coordinates were scaled from a topographic map and have
 DH1304.an estimated accuracy of +/- 6 seconds.
 DH1304
 DH1304.The orthometric height was determined by differential leveling
 DH1304.and adjusted by the National Geodetic Survey in June 1991..
 DH1304
 DH1304.The geoid height was determined by GEOID03.
 DH1304
 DH1304.The dynamic height is computed by dividing the NAVD 88
 DH1304.geopotential number by the normal gravity value computed on the
 DH1304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1304.degrees latitude (g = 980.6199 gals.).
 DH1304
 DH1304.The modeled gravity was interpolated from observed gravity values.
 DH1304
 DH1304;                    North         East    Units  Estimated Accuracy
 DH1304;SPC AL W     -   429,760.      678,020.      MT  (+/- 180 meters Scaled)
 DH1304
 DH1304                          SUPERSEDED SURVEY CONTROL
 DH1304
 DH1304  NGVD 29 (??/??/92)  140.548  (m)          461.11   (f) ADJ UNCH    2 0
 DH1304
 DH1304.Superseded values are not recommended for survey control.
 DH1304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1304.See file dsdata.txt to determine how the superseded data were derived.
 DH1304
 DH1304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC317481(NAD 83)
 DH1304_MARKER: DB = BENCH MARK DISK
 DH1304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1304_STAMPING: 2-ST-7 1937
 DH1304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1304+STABILITY: SURFACE MOTION
 DH1304
 DH1304  HISTORY     - Date     Condition        Report By
 DH1304  HISTORY     - 1937     MONUMENTED       USE
 DH1304  HISTORY     - 1947     GOOD             NGS
 DH1304
 DH1304                          STATION DESCRIPTION
 DH1304
 DH1304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1304'3.45 MI SW FROM LOCUST FORK.
 DH1304'ABOUT 3.45 MILES SOUTHWEST ALONG THE MT. PINSON ROAD FROM THE COTTON
 DH1304'GIN AT LOCUST FORK, ABOUT 0.2 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 DH1304'LEADING TO CENTER SPRING CHURCH, ABOUT 0.1 MILE SOUTHWEST OF WHITE
 DH1304'CREEK BRIDGE, 135 FEET WEST AND ACROSS THE ROAD FROM THE SOUTHWEST
 DH1304'CORNER OF A WHITE HOUSE WITH TIN ROOF, 37 FEET WEST OF THE CENTER LINE
 DH1304'OF THE ROAD, 2.5 FEET NORTH OF THE NORTHEAST CORNER OF A SHED BUILT ON
 DH1304'TO A BARN, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2.5 FEET
 DH1304'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DH1304'INCHES. NOTE-- MARK IS ABOUT 2.65 MILES NORTHEAST OF STERLING SCHOOL
 DH1304'AT DALLAS, BLOUNT COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1215 ***********************************************************************
 DH1215  DESIGNATION -  2 ST 84
 DH1215  PID         -  DH1215
 DH1215  STATE/COUNTY-  AL/JEFFERSON
 DH1215  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1215
 DH1215                         *CURRENT SURVEY CONTROL
 DH1215  ___________________________________________________________________
 DH1215* NAD 83(1986)-  33 36 32.     (N)    086 46 11.     (W)     SCALED    
 DH1215* NAVD 88     -       178.714  (meters)     586.33   (feet)  ADJUSTED  
 DH1215  ___________________________________________________________________
 DH1215  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH1215  DYNAMIC HT  -         178.516 (meters)     585.68  (feet)  COMP
 DH1215  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 DH1215
 DH1215  VERT ORDER  -  SECOND    CLASS 0
 DH1215
 DH1215.The horizontal coordinates were scaled from a topographic map and have
 DH1215.an estimated accuracy of +/- 6 seconds.
 DH1215
 DH1215.The orthometric height was determined by differential leveling
 DH1215.and adjusted by the National Geodetic Survey in June 1991..
 DH1215
 DH1215.The geoid height was determined by GEOID03.
 DH1215
 DH1215.The dynamic height is computed by dividing the NAVD 88
 DH1215.geopotential number by the normal gravity value computed on the
 DH1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1215.degrees latitude (g = 980.6199 gals.).
 DH1215
 DH1215.The modeled gravity was interpolated from observed gravity values.
 DH1215
 DH1215;                    North         East    Units  Estimated Accuracy
 DH1215;SPC AL W     -   400,380.      667,770.      MT  (+/- 180 meters Scaled)
 DH1215
 DH1215                          SUPERSEDED SURVEY CONTROL
 DH1215
 DH1215  NGVD 29 (??/??/92)  178.676  (m)          586.21   (f) ADJ UNCH    2 0
 DH1215
 DH1215.Superseded values are not recommended for survey control.
 DH1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1215.See file dsdata.txt to determine how the superseded data were derived.
 DH1215
 DH1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC213188(NAD 83)
 DH1215_MARKER: DB = BENCH MARK DISK
 DH1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1215_STAMPING: 2-ST-84 1938
 DH1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1215+STABILITY: SURFACE MOTION
 DH1215
 DH1215  HISTORY     - Date     Condition        Report By
 DH1215  HISTORY     - 1938     MONUMENTED       USE
 DH1215  HISTORY     - 1947     GOOD             NGS
 DH1215  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH1215
 DH1215                          STATION DESCRIPTION
 DH1215
 DH1215'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1215'1.1 MI SE FROM BLACK CREEK.
 DH1215'ABOUT 1.1 MILES SOUTHEAST ALONG A GRAVEL COUNTY ROAD FROM THE OVERPASS
 DH1215'OVER THE LOUISVILLE AND NASHVILLE RAILROAD AT BLACK CREEK, AT THE
 DH1215'JUNCTION OF A BLACK TOP ROAD LEADING NORTH, 46 FEET NORTH OF THE
 DH1215'CENTER LINE OF THE GRAVEL ROAD, 56 FEET WEST OF THE CNETER LINE OF THE
 DH1215'BLACK TOP ROAD, 47.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF A
 DH1215'1-STORY FRAME HOUSE, 12 FEET SOUTHWEST OF A TELEPHONE POLE, 1 FOOT
 DH1215'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE GRAVEL
 DH1215'ROAD AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DH1215'NOTE-- MARK MAY BE REACHED FROM THE SPRINGDALE SCHOOL AT KETONA BY
 DH1215'GOING ABOUT 0.35 MILE WEST ALONG A GRAVEL COUNTY ROAD.
 DH1215
 DH1215                          STATION RECOVERY (1958)
 DH1215
 DH1215'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH1215'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1098 ***********************************************************************
 DH1098  DESIGNATION -  2 ST 85
 DH1098  PID         -  DH1098
 DH1098  STATE/COUNTY-  AL/JEFFERSON
 DH1098  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1098
 DH1098                         *CURRENT SURVEY CONTROL
 DH1098  ___________________________________________________________________
 DH1098* NAD 83(1986)-  33 36 56.     (N)    086 47 04.     (W)     SCALED    
 DH1098* NAVD 88     -       172.131  (meters)     564.73   (feet)  ADJUSTED  
 DH1098  ___________________________________________________________________
 DH1098  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH1098  DYNAMIC HT  -         171.941 (meters)     564.11  (feet)  COMP
 DH1098  MODELED GRAV-     979,530.9   (mgal)                       NAVD 88
 DH1098
 DH1098  VERT ORDER  -  FIRST     CLASS II
 DH1098
 DH1098.The horizontal coordinates were scaled from a topographic map and have
 DH1098.an estimated accuracy of +/- 6 seconds.
 DH1098
 DH1098.The orthometric height was determined by differential leveling
 DH1098.and adjusted by the National Geodetic Survey in June 1991..
 DH1098.WARNING-Repeat measurements at this control monument indicate possible
 DH1098.vertical movement.
 DH1098
 DH1098.The geoid height was determined by GEOID03.
 DH1098
 DH1098.The dynamic height is computed by dividing the NAVD 88
 DH1098.geopotential number by the normal gravity value computed on the
 DH1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1098.degrees latitude (g = 980.6199 gals.).
 DH1098
 DH1098.The modeled gravity was interpolated from observed gravity values.
 DH1098
 DH1098;                    North         East    Units  Estimated Accuracy
 DH1098;SPC AL W     -   401,110.      666,400.      MT  (+/- 180 meters Scaled)
 DH1098
 DH1098                          SUPERSEDED SURVEY CONTROL
 DH1098
 DH1098  NGVD 29 (??/??/92)  172.094  (m)          564.61   (f) ADJ UNCH    1 2
 DH1098
 DH1098.Superseded values are not recommended for survey control.
 DH1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1098.See file dsdata.txt to determine how the superseded data were derived.
 DH1098
 DH1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC199195(NAD 83)
 DH1098_MARKER: DD = SURVEY DISK
 DH1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1098_STAMPING: 2-ST-85 1938
 DH1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1098+STABILITY: SURFACE MOTION
 DH1098
 DH1098  HISTORY     - Date     Condition        Report By
 DH1098  HISTORY     - 1938     MONUMENTED       USE
 DH1098  HISTORY     - 1944     GOOD             NGS
 DH1098  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1098
 DH1098                          STATION DESCRIPTION
 DH1098
 DH1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1098'IN BLACK CREEK.
 DH1098'AT BLACK CREEK ALONG THE LOUISVILLE AND NASHVILLE RAILROAD.  ABOUT 400
 DH1098'FEET NORTH OF THE CONTROL TOWER, ABOUT 150 FEET SOUTH OF A HIGHWAY
 DH1098'OVERPASS 52.0 FEET NORTH OF AN AUTOMATIC SIGNAL TOWER, 28 FEET WEST OF
 DH1098'AND ABOUT 1.0 FOOT BELOW THE CENTER LINE OF THE SOUTH-BOUND TRACK, AND
 DH1098'1.5 FEET SOUTH OF A 4 X 4-INCH REFERENCE POST.
 DH1098
 DH1098                          STATION RECOVERY (1982)
 DH1098
 DH1098'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1098'NOT RECOVERED, POSSIBLY TAKEN OUT BY RAILROAD RECONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1228 ***********************************************************************
 DH1228  DESIGNATION -  2 ST 89
 DH1228  PID         -  DH1228
 DH1228  STATE/COUNTY-  AL/BLOUNT
 DH1228  USGS QUAD   -  REMLAP (1986)
 DH1228
 DH1228                         *CURRENT SURVEY CONTROL
 DH1228  ___________________________________________________________________
 DH1228* NAD 83(1986)-  33 48 02.     (N)    086 35 32.     (W)     SCALED    
 DH1228* NAVD 88     -       366.352  (meters)    1201.94   (feet)  ADJUSTED  
 DH1228  ___________________________________________________________________
 DH1228  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH1228  DYNAMIC HT  -         365.951 (meters)    1200.62  (feet)  COMP
 DH1228  MODELED GRAV-     979,529.2   (mgal)                       NAVD 88
 DH1228
 DH1228  VERT ORDER  -  SECOND    CLASS 0
 DH1228
 DH1228.The horizontal coordinates were scaled from a topographic map and have
 DH1228.an estimated accuracy of +/- 6 seconds.
 DH1228
 DH1228.The orthometric height was determined by differential leveling
 DH1228.and adjusted by the National Geodetic Survey in June 1991..
 DH1228
 DH1228.The geoid height was determined by GEOID03.
 DH1228
 DH1228.The dynamic height is computed by dividing the NAVD 88
 DH1228.geopotential number by the normal gravity value computed on the
 DH1228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1228.degrees latitude (g = 980.6199 gals.).
 DH1228
 DH1228.The modeled gravity was interpolated from observed gravity values.
 DH1228
 DH1228;                    North         East    Units  Estimated Accuracy
 DH1228;SPC AL W     -   421,770.      684,060.      MT  (+/- 180 meters Scaled)
 DH1228
 DH1228                          SUPERSEDED SURVEY CONTROL
 DH1228
 DH1228  NGVD 29 (??/??/92)  366.31   (m)         1201.8    (f) COMPUTED    2 0
 DH1228
 DH1228.Superseded values are not recommended for survey control.
 DH1228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1228.See file dsdata.txt to determine how the superseded data were derived.
 DH1228
 DH1228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC377401(NAD 83)
 DH1228_MARKER: DD = SURVEY DISK
 DH1228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1228_STAMPING: TRAV. STA. 2-ST-89 1938
 DH1228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1228+STABILITY: SURFACE MOTION
 DH1228
 DH1228  HISTORY     - Date     Condition        Report By
 DH1228  HISTORY     - 1938     MONUMENTED       USE
 DH1228  HISTORY     - 1947     GOOD             NGS
 DH1228
 DH1228                          STATION DESCRIPTION
 DH1228
 DH1228'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1228'2.3 MI W FROM BLOUNT HIGHLANDS.
 DH1228'ABOUT 2.3 MILES WEST ALONG A ROAD TO REMLAP FROM THE SCHOOL AT BLOUNT
 DH1228'HIGHLANDS, ABOUT 0.3 MILE WEST OF THE Y JUNCTION OF A ROAD LEADING
 DH1228'SOUTHEAST, 0.1 MILE NORTHEAST OF A DIM CROSSROAD AT THE CREST OF
 DH1228'BLOUNT MOUNTAIN, AT THE Y JUNCTION OF AN ABANDONED ROAD LEADING NORTH,
 DH1228'20 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 16 FEET EAST OF
 DH1228'THE CENTER LINE OF THE ABANDONED ROAD, 2 FEET SOUTHWEST OF A WHITE
 DH1228'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 DH1228'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0171 ***********************************************************************
 DH0171  DESIGNATION -  2 ST 92
 DH0171  PID         -  DH0171
 DH0171  STATE/COUNTY-  AL/ST CLAIR
 DH0171  USGS QUAD   -  SPRINGVILLE (1978)
 DH0171
 DH0171                         *CURRENT SURVEY CONTROL
 DH0171  ___________________________________________________________________
 DH0171* NAD 83(1986)-  33 48 46.     (N)    086 29 43.     (W)     SCALED    
 DH0171* NAVD 88     -       390.528  (meters)    1281.26   (feet)  ADJUSTED  
 DH0171  ___________________________________________________________________
 DH0171  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH0171  DYNAMIC HT  -         390.088 (meters)    1279.81  (feet)  COMP
 DH0171  MODELED GRAV-     979,499.0   (mgal)                       NAVD 88
 DH0171
 DH0171  VERT ORDER  -  SECOND    CLASS 0
 DH0171
 DH0171.The horizontal coordinates were scaled from a topographic map and have
 DH0171.an estimated accuracy of +/- 6 seconds.
 DH0171
 DH0171.The orthometric height was determined by differential leveling
 DH0171.and adjusted by the National Geodetic Survey in June 1991..
 DH0171
 DH0171.The geoid height was determined by GEOID03.
 DH0171
 DH0171.The dynamic height is computed by dividing the NAVD 88
 DH0171.geopotential number by the normal gravity value computed on the
 DH0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0171.degrees latitude (g = 980.6199 gals.).
 DH0171
 DH0171.The modeled gravity was interpolated from observed gravity values.
 DH0171
 DH0171;                    North         East    Units  Estimated Accuracy
 DH0171;SPC AL E     -   367,540.      138,710.      MT  (+/- 180 meters Scaled)
 DH0171
 DH0171                          SUPERSEDED SURVEY CONTROL
 DH0171
 DH0171  NGVD 29 (??/??/92)  390.468  (m)         1281.06   (f) ADJ UNCH    2 0
 DH0171
 DH0171.Superseded values are not recommended for survey control.
 DH0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0171.See file dsdata.txt to determine how the superseded data were derived.
 DH0171
 DH0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC467415(NAD 83)
 DH0171_MARKER: DB = BENCH MARK DISK
 DH0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0171_STAMPING: TRAV. STA. 2-ST-92 1938
 DH0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0171+STABILITY: SURFACE MOTION
 DH0171
 DH0171  HISTORY     - Date     Condition        Report By
 DH0171  HISTORY     - 1938     MONUMENTED       USE
 DH0171  HISTORY     - 1947     GOOD             NGS
 DH0171
 DH0171                          STATION DESCRIPTION
 DH0171
 DH0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0171'4.50 MI N FROM SPRINGVILLE.
 DH0171'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 DH0171'SPRINGVILLE, THENCE 4.2 MILES NORTH ALONG A DIRT ROAD LEADING TO THE
 DH0171'SUMMIT OF BLOUNT MOUNTAIN, AT THE SUMMIT OF THE MOUNTAIN AND THE
 DH0171'JUNCTION WITH A ROAD THAT FOLLOWS APPROXIMATELY EAST AND WEST ALONG
 DH0171'THE ST. CLAIR-BLOUNT COUNTY LINE, 27 FEET SOUTHWEST OF AND ABOUT 2 1/2
 DH0171'FEET ABOVE THE CENTER OF THE COUNTY LINE ROAD, 36 FEET EAST OF THE
 DH0171'CENTER LINE OF THE SPRINGVILLE ROAD, 1-FOOT NORTH OF A WHITE WOODEN
 DH0171'WITNESS POST, AND IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0669 ***********************************************************************
 CN0669  DESIGNATION -  2 T 178
 CN0669  PID         -  CN0669
 CN0669  STATE/COUNTY-  AL/ELMORE
 CN0669  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0669
 CN0669                         *CURRENT SURVEY CONTROL
 CN0669  ___________________________________________________________________
 CN0669* NAD 83(1986)-  32 29 51.     (N)    086 19 54.     (W)     SCALED    
 CN0669* NAVD 88     -        54.184  (meters)     177.77   (feet)  ADJUSTED  
 CN0669  ___________________________________________________________________
 CN0669  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CN0669  DYNAMIC HT  -          54.122 (meters)     177.57  (feet)  COMP
 CN0669  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CN0669
 CN0669  VERT ORDER  -  SECOND    CLASS 0
 CN0669
 CN0669.The horizontal coordinates were scaled from a topographic map and have
 CN0669.an estimated accuracy of +/- 6 seconds.
 CN0669
 CN0669.The orthometric height was determined by differential leveling
 CN0669.and adjusted by the National Geodetic Survey in June 1991..
 CN0669
 CN0669.The geoid height was determined by GEOID03.
 CN0669
 CN0669.The dynamic height is computed by dividing the NAVD 88
 CN0669.geopotential number by the normal gravity value computed on the
 CN0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0669.degrees latitude (g = 980.6199 gals.).
 CN0669
 CN0669.The modeled gravity was interpolated from observed gravity values.
 CN0669
 CN0669;                    North         East    Units  Estimated Accuracy
 CN0669;SPC AL E     -   221,580.      153,170.      MT  (+/- 180 meters Scaled)
 CN0669
 CN0669                          SUPERSEDED SURVEY CONTROL
 CN0669
 CN0669  NGVD 29 (??/??/92)   54.16   (m)          177.7    (f) COMPUTED    2 0
 CN0669
 CN0669.Superseded values are not recommended for survey control.
 CN0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0669.See file dsdata.txt to determine how the superseded data were derived.
 CN0669
 CN0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA627957(NAD 83)
 CN0669_MARKER: DD = SURVEY DISK
 CN0669_SETTING: 0 = UNSPECIFIED SETTING
 CN0669_STAMPING: P.T.STA. 2 T 1926 178
 CN0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0669
 CN0669  HISTORY     - Date     Condition        Report By
 CN0669  HISTORY     - 1926     MONUMENTED       USGS
 CN0669  HISTORY     - 1934     GOOD             NGS
 CN0669  HISTORY     - 1943     GOOD             NGS
 CN0669
 CN0669                          STATION DESCRIPTION
 CN0669
 CN0669'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CN0669'IN COOSADA.
 CN0669'37 YARDS SOUTHWEST OF THE LOUISVILLE AND NASHVILLE STATION BUILDING AT
 CN0669'COOSADA, 65 FEET SOUTH OF STORE BUILDING OWNED BY E. W. RIVES, 32 FEET
 CN0669'SOUTH OF EDGE OF ROAD, 137 FEET WEST OF THE TRACK.
 CN0669
 CN0669                          STATION RECOVERY (1943)
 CN0669
 CN0669'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CN0669'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1267 ***********************************************************************
 DH1267  DESIGNATION -  2 TT 1
 DH1267  PID         -  DH1267
 DH1267  STATE/COUNTY-  AL/BLOUNT
 DH1267  USGS QUAD   -  NECTAR (1978)
 DH1267
 DH1267                         *CURRENT SURVEY CONTROL
 DH1267  ___________________________________________________________________
 DH1267* NAD 83(1986)-  33 56 04.     (N)    086 41 24.     (W)     SCALED    
 DH1267* NAVD 88     -       150.438  (meters)     493.56   (feet)  ADJUSTED  
 DH1267  ___________________________________________________________________
 DH1267  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DH1267  DYNAMIC HT  -         150.279 (meters)     493.04  (feet)  COMP
 DH1267  MODELED GRAV-     979,573.3   (mgal)                       NAVD 88
 DH1267
 DH1267  VERT ORDER  -  SECOND    CLASS 0
 DH1267
 DH1267.The horizontal coordinates were scaled from a topographic map and have
 DH1267.an estimated accuracy of +/- 6 seconds.
 DH1267
 DH1267.The orthometric height was determined by differential leveling
 DH1267.and adjusted by the National Geodetic Survey in June 1991..
 DH1267
 DH1267.The geoid height was determined by GEOID03.
 DH1267
 DH1267.The dynamic height is computed by dividing the NAVD 88
 DH1267.geopotential number by the normal gravity value computed on the
 DH1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1267.degrees latitude (g = 980.6199 gals.).
 DH1267
 DH1267.The modeled gravity was interpolated from observed gravity values.
 DH1267
 DH1267;                    North         East    Units  Estimated Accuracy
 DH1267;SPC AL W     -   436,540.      674,890.      MT  (+/- 180 meters Scaled)
 DH1267
 DH1267                          SUPERSEDED SURVEY CONTROL
 DH1267
 DH1267  NGVD 29 (??/??/92)  150.40   (m)          493.4    (f) COMPUTED    2 0
 DH1267
 DH1267.Superseded values are not recommended for survey control.
 DH1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1267.See file dsdata.txt to determine how the superseded data were derived.
 DH1267
 DH1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC286549(NAD 83)
 DH1267_MARKER: DD = SURVEY DISK
 DH1267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1267_STAMPING: 2-TT-1 1937
 DH1267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1267+STABILITY: SURFACE MOTION
 DH1267
 DH1267  HISTORY     - Date     Condition        Report By
 DH1267  HISTORY     - 1937     MONUMENTED       USE
 DH1267  HISTORY     - 1947     GOOD             NGS
 DH1267  HISTORY     - 1950     MARK NOT FOUND   LOCENG
 DH1267
 DH1267                          STATION DESCRIPTION
 DH1267
 DH1267'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1267'2.5 MI NE FROM HARKNESS.
 DH1267'ABOUT 2.5 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO CLEVELAND
 DH1267'FROM THE UNION GROVE BAPTIST CHURCH AT HARKNESS, ABOUT 0.65 MILE
 DH1267'SOUTHWEST OF THE SUGAR CREEK CHURCH AND CEMETERY, AT THE T JUNCTION OF
 DH1267'A ROAD LEADING NORTHWEST TO BANGOR, 21 FEET NORTHWEST OF THE CENTER
 DH1267'LINE OF THE MAIN ROAD, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DH1267'BANGOR ROAD, 15 FEET WEST OF THE NORTHWEST END OF A CORRUGATED PIPE
 DH1267'CULVERT, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 DH1267'POST PROJECTING 1 INCH.
 DH1267
 DH1267                          STATION RECOVERY (1950)
 DH1267
 DH1267'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1950
 DH1267'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1401 ***********************************************************************
 DH1401  DESIGNATION -  2 TT 12
 DH1401  PID         -  DH1401
 DH1401  STATE/COUNTY-  AL/JEFFERSON
 DH1401  USGS QUAD   -  WARRIOR (1986)
 DH1401
 DH1401                         *CURRENT SURVEY CONTROL
 DH1401  ___________________________________________________________________
 DH1401* NAD 83(1986)-  33 49 36.     (N)    086 48 22.     (W)     SCALED    
 DH1401* NAVD 88     -       190.105  (meters)     623.70   (feet)  POSTED    
 DH1401  ___________________________________________________________________
 DH1401  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DH1401  DYNAMIC HT  -         189.900 (meters)     623.03  (feet)  COMP
 DH1401  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 DH1401
 DH1401  VERT ORDER  -  * POSTED, Code F , SEE BELOW
 DH1401
 DH1401.The horizontal coordinates were scaled from a topographic map and have
 DH1401.an estimated accuracy of +/- 6 seconds.
 DH1401
 DH1401.The orthometric height was determined by differential leveling
 DH1401.and adjusted by the National Geodetic Survey in 1992..
 DH1401.* This is a POSTED BENCH MARK height.  Code F indicates a distribution
 DH1401.rate greater than 8.0 mm/km.
 DH1401
 DH1401.The geoid height was determined by GEOID03.
 DH1401
 DH1401.The dynamic height is computed by dividing the NAVD 88
 DH1401.geopotential number by the normal gravity value computed on the
 DH1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1401.degrees latitude (g = 980.6199 gals.).
 DH1401
 DH1401.The modeled gravity was interpolated from observed gravity values.
 DH1401
 DH1401;                    North         East    Units  Estimated Accuracy
 DH1401;SPC AL W     -   424,510.      664,230.      MT  (+/- 180 meters Scaled)
 DH1401
 DH1401                          SUPERSEDED SURVEY CONTROL
 DH1401
 DH1401  NGVD 29 (??/??/92)  190.040  (m)          623.49   (f) ADJ UNCH    2 0
 DH1401
 DH1401.Superseded values are not recommended for survey control.
 DH1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1401.See file dsdata.txt to determine how the superseded data were derived.
 DH1401
 DH1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC179429(NAD 83)
 DH1401_MARKER: DD = SURVEY DISK
 DH1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1401_STAMPING: 2-TT-12 1937
 DH1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1401+STABILITY: SURFACE MOTION
 DH1401
 DH1401  HISTORY     - Date     Condition        Report By
 DH1401  HISTORY     - 1937     MONUMENTED       USE
 DH1401  HISTORY     - 1947     GOOD             NGS
 DH1401  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1401
 DH1401                          STATION DESCRIPTION
 DH1401
 DH1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1401'0.85 MI N FROM WARRIOR.
 DH1401'ABOUT 0.85 MILE NORTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1401'WARRIOR, AT THE Y JUNCTION OF A GRAVEL ROAD LEADING NORTHEAST TO
 DH1401'HAYDEN, 23 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 16.5 FEET
 DH1401'NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 50 FEET SOUTH OF A
 DH1401'TELEPHONE POLE, 12 FEET NORTH OF A POWER POLE, ABOUT 1 FOOT ABOVE THE
 DH1401'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DH1401
 DH1401                          STATION RECOVERY (1982)
 DH1401
 DH1401'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1401'NOT RECOVERED, POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1074 ***********************************************************************
 DH1074  DESIGNATION -  2 TT 14
 DH1074  PID         -  DH1074
 DH1074  STATE/COUNTY-  AL/JEFFERSON
 DH1074  USGS QUAD   -  WARRIOR (1986)
 DH1074
 DH1074                         *CURRENT SURVEY CONTROL
 DH1074  ___________________________________________________________________
 DH1074* NAD 83(1986)-  33 47 38.     (N)    086 49 06.     (W)     SCALED    
 DH1074* NAVD 88     -       141.668  (meters)     464.79   (feet)  POSTED    
 DH1074  ___________________________________________________________________
 DH1074  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH1074  DYNAMIC HT  -         141.520 (meters)     464.30  (feet)  COMP
 DH1074  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DH1074
 DH1074  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DH1074
 DH1074.The horizontal coordinates were scaled from a topographic map and have
 DH1074.an estimated accuracy of +/- 6 seconds.
 DH1074
 DH1074.The orthometric height was determined by differential leveling
 DH1074.and adjusted by the National Geodetic Survey in 1992..
 DH1074.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DH1074.rate of 1.1 thru 2.0 mm/km.
 DH1074
 DH1074.The geoid height was determined by GEOID03.
 DH1074
 DH1074.The dynamic height is computed by dividing the NAVD 88
 DH1074.geopotential number by the normal gravity value computed on the
 DH1074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1074.degrees latitude (g = 980.6199 gals.).
 DH1074
 DH1074.The modeled gravity was interpolated from observed gravity values.
 DH1074
 DH1074;                    North         East    Units  Estimated Accuracy
 DH1074;SPC AL W     -   420,870.      663,120.      MT  (+/- 180 meters Scaled)
 DH1074
 DH1074                          SUPERSEDED SURVEY CONTROL
 DH1074
 DH1074  NGVD 29 (??/??/92)  141.593  (m)          464.54   (f) ADJ UNCH    1 2
 DH1074
 DH1074.Superseded values are not recommended for survey control.
 DH1074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1074.See file dsdata.txt to determine how the superseded data were derived.
 DH1074
 DH1074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC168393(NAD 83)
 DH1074_MARKER: DD = SURVEY DISK
 DH1074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1074_STAMPING: 2-TT-14 1937
 DH1074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1074+STABILITY: SURFACE MOTION
 DH1074
 DH1074  HISTORY     - Date     Condition        Report By
 DH1074  HISTORY     - 1937     MONUMENTED       USE
 DH1074  HISTORY     - 1944     GOOD             NGS
 DH1074  HISTORY     - 1947     GOOD             NGS
 DH1074  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1074
 DH1074                          STATION DESCRIPTION
 DH1074
 DH1074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1074'1.4 MI S FROM WARRIOR.
 DH1074'LOCATED ABOUT 1.4 MILES SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE
 DH1074'RAILROAD FROM THE POST OFFICE AT WARRIOR, ABOUT 0.2 MILE NORTH OF A
 DH1074'FARM ROAD CROSSING, 0.1 MILE NORTH OF MILE-POST 382, 45.0 FEET NORTH
 DH1074'OF A TELEPHONE POLE ON THE NORTH END OF A TANGENT OF POLES RUNNING
 DH1074'NORTH AND SOUTH, 37.0 FEET WEST OF AND ABOUT 4 FEET ABOVE THE CENTER
 DH1074'LINE OF THE TRACK.
 DH1074
 DH1074                          STATION RECOVERY (1947)
 DH1074
 DH1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DH1074'RECOVERED IN GOOD CONDITION.
 DH1074
 DH1074                          STATION RECOVERY (1982)
 DH1074
 DH1074'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1074'NOT RECOVERED, THE RAILROAD TRACKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1075 ***********************************************************************
 DH1075  DESIGNATION -  2 TT 15
 DH1075  PID         -  DH1075
 DH1075  STATE/COUNTY-  AL/JEFFERSON
 DH1075  USGS QUAD   -  WARRIOR (1986)
 DH1075
 DH1075                         *CURRENT SURVEY CONTROL
 DH1075  ___________________________________________________________________
 DH1075* NAD 83(1986)-  33 47 31.     (N)    086 49 05.     (W)     SCALED    
 DH1075* NAVD 88     -       137.442  (meters)     450.92   (feet)  POSTED    
 DH1075  ___________________________________________________________________
 DH1075  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH1075  DYNAMIC HT  -         137.300 (meters)     450.46  (feet)  COMP
 DH1075  MODELED GRAV-     979,572.0   (mgal)                       NAVD 88
 DH1075
 DH1075  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DH1075
 DH1075.The horizontal coordinates were scaled from a topographic map and have
 DH1075.an estimated accuracy of +/- 6 seconds.
 DH1075
 DH1075.The orthometric height was determined by differential leveling
 DH1075.and adjusted by the National Geodetic Survey in 1992..
 DH1075.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DH1075.rate of 1.1 thru 2.0 mm/km.
 DH1075
 DH1075.The geoid height was determined by GEOID03.
 DH1075
 DH1075.The dynamic height is computed by dividing the NAVD 88
 DH1075.geopotential number by the normal gravity value computed on the
 DH1075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1075.degrees latitude (g = 980.6199 gals.).
 DH1075
 DH1075.The modeled gravity was interpolated from observed gravity values.
 DH1075
 DH1075;                    North         East    Units  Estimated Accuracy
 DH1075;SPC AL W     -   420,650.      663,150.      MT  (+/- 180 meters Scaled)
 DH1075
 DH1075                          SUPERSEDED SURVEY CONTROL
 DH1075
 DH1075  NGVD 29 (??/??/92)  137.367  (m)          450.68   (f) ADJ UNCH    1 2
 DH1075
 DH1075.Superseded values are not recommended for survey control.
 DH1075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1075.See file dsdata.txt to determine how the superseded data were derived.
 DH1075
 DH1075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC168391(NAD 83)
 DH1075_MARKER: DD = SURVEY DISK
 DH1075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1075_STAMPING: 2-TT-15 1937
 DH1075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1075+STABILITY: SURFACE MOTION
 DH1075
 DH1075  HISTORY     - Date     Condition        Report By
 DH1075  HISTORY     - 1937     MONUMENTED       USE
 DH1075  HISTORY     - 1944     GOOD             NGS
 DH1075  HISTORY     - 1947     GOOD             NGS
 DH1075  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1075
 DH1075                          STATION DESCRIPTION
 DH1075
 DH1075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1075'1.6 MI S FROM WARRIOR.
 DH1075'LOCATED ABOUT 1.6 MILES SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE
 DH1075'RAILROAD FROM THE POST OFFICE AT WARRIOR, AT A FARM ROAD CROSSING
 DH1075'ABOUT MID-WAY BETWEEN TWO CURVES IN THE TRACK, 47 FEET NORTHEAST OF A
 DH1075'RETAINING WALL, 30 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 19
 DH1075'FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 DH1075'TRACK.
 DH1075
 DH1075                          STATION RECOVERY (1947)
 DH1075
 DH1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DH1075'RECOVERED IN GOOD CONDITION.
 DH1075
 DH1075                          STATION RECOVERY (1982)
 DH1075
 DH1075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1075'NOT RECOVERED.  NOTE, THE RAILROAD TRACK HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1340 ***********************************************************************
 DH1340  DESIGNATION -  2 TT 16
 DH1340  PID         -  DH1340
 DH1340  STATE/COUNTY-  AL/JEFFERSON
 DH1340  USGS QUAD   -  WARRIOR (1986)
 DH1340
 DH1340                         *CURRENT SURVEY CONTROL
 DH1340  ___________________________________________________________________
 DH1340* NAD 83(1986)-  33 46 25.     (N)    086 48 54.     (W)     SCALED    
 DH1340* NAVD 88     -       141.337  (meters)     463.70   (feet)  POSTED    
 DH1340  ___________________________________________________________________
 DH1340  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH1340  DYNAMIC HT  -         141.190 (meters)     463.22  (feet)  COMP
 DH1340  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DH1340
 DH1340  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 DH1340
 DH1340.The horizontal coordinates were scaled from a topographic map and have
 DH1340.an estimated accuracy of +/- 6 seconds.
 DH1340
 DH1340.The orthometric height was determined by differential leveling
 DH1340.and adjusted by the National Geodetic Survey in 1992..
 DH1340.No vertical observational check was made to the station.
 DH1340.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 DH1340.was located on a no-check spur therefore a value was not computed.
 DH1340
 DH1340.The geoid height was determined by GEOID03.
 DH1340
 DH1340.The dynamic height is computed by dividing the NAVD 88
 DH1340.geopotential number by the normal gravity value computed on the
 DH1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1340.degrees latitude (g = 980.6199 gals.).
 DH1340
 DH1340.The modeled gravity was interpolated from observed gravity values.
 DH1340
 DH1340;                    North         East    Units  Estimated Accuracy
 DH1340;SPC AL W     -   418,620.      663,450.      MT  (+/- 180 meters Scaled)
 DH1340
 DH1340                          SUPERSEDED SURVEY CONTROL
 DH1340
 DH1340  NGVD 29 (??/??/92)  141.268  (m)          463.48   (f) ADJ UNCH    2 0
 DH1340
 DH1340.Superseded values are not recommended for survey control.
 DH1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1340.See file dsdata.txt to determine how the superseded data were derived.
 DH1340
 DH1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC171370(NAD 83)
 DH1340_MARKER: DD = SURVEY DISK
 DH1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1340_STAMPING: 2-TT-16 1937
 DH1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1340+STABILITY: SURFACE MOTION
 DH1340
 DH1340  HISTORY     - Date     Condition        Report By
 DH1340  HISTORY     - 1937     MONUMENTED       USE
 DH1340  HISTORY     - 1947     GOOD             NGS
 DH1340  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1340
 DH1340                          STATION DESCRIPTION
 DH1340
 DH1340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1340'1.8 MI NW FROM MORRIS.
 DH1340'ABOUT 1.8 MILES NORTHWEST ALONG U. S. HIGHWAY 31 FROM THE CROSSROADS
 DH1340'AT MORRIS, AT THE KIMBERLY METHODIST CHURCH, 115 FEET EAST OF THE
 DH1340'SOUTHEAST CORNER OF THE CHURCH BUILDING, 57.5 FEET SOUTH OF A POWER
 DH1340'POLE, 22 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 48 YARDS
 DH1340'NORTHWEST OF THE JUNCTION OF A ROAD LEADING EAST TO THE LOUISVILLE AND
 DH1340'NASHVILLE RAILROAD, ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET IN THE
 DH1340'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DH1340
 DH1340                          STATION RECOVERY (1982)
 DH1340
 DH1340'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1340'NOT RECOVERED.  NOTE, APPEARS THAT A NEW CHURCH HAS BEEN BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1264 ***********************************************************************
 DH1264  DESIGNATION -  2 TT 2
 DH1264  PID         -  DH1264
 DH1264  STATE/COUNTY-  AL/BLOUNT
 DH1264  USGS QUAD   -  NECTAR (1978)
 DH1264
 DH1264                         *CURRENT SURVEY CONTROL
 DH1264  ___________________________________________________________________
 DH1264* NAD 83(1986)-  33 55 05.     (N)    086 42 28.     (W)     SCALED    
 DH1264* NAVD 88     -       136.786  (meters)     448.77   (feet)  ADJUSTED  
 DH1264  ___________________________________________________________________
 DH1264  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DH1264  DYNAMIC HT  -         136.641 (meters)     448.30  (feet)  COMP
 DH1264  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DH1264
 DH1264  VERT ORDER  -  SECOND    CLASS 0
 DH1264
 DH1264.The horizontal coordinates were scaled from a topographic map and have
 DH1264.an estimated accuracy of +/- 6 seconds.
 DH1264
 DH1264.The orthometric height was determined by differential leveling
 DH1264.and adjusted by the National Geodetic Survey in June 1991..
 DH1264
 DH1264.The geoid height was determined by GEOID03.
 DH1264
 DH1264.The dynamic height is computed by dividing the NAVD 88
 DH1264.geopotential number by the normal gravity value computed on the
 DH1264.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1264.degrees latitude (g = 980.6199 gals.).
 DH1264
 DH1264.The modeled gravity was interpolated from observed gravity values.
 DH1264
 DH1264;                    North         East    Units  Estimated Accuracy
 DH1264;SPC AL W     -   434,710.      673,260.      MT  (+/- 180 meters Scaled)
 DH1264
 DH1264                          SUPERSEDED SURVEY CONTROL
 DH1264
 DH1264  NGVD 29 (??/??/92)  136.749  (m)          448.65   (f) ADJ UNCH    2 0
 DH1264
 DH1264.Superseded values are not recommended for survey control.
 DH1264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1264.See file dsdata.txt to determine how the superseded data were derived.
 DH1264
 DH1264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC270531(NAD 83)
 DH1264_MARKER: DD = SURVEY DISK
 DH1264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1264_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1264_STAMPING: 2-TT-2 1937
 DH1264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1264+STABILITY: SURFACE MOTION
 DH1264
 DH1264  HISTORY     - Date     Condition        Report By
 DH1264  HISTORY     - 1937     MONUMENTED       USE
 DH1264  HISTORY     - 1947     GOOD             NGS
 DH1264
 DH1264                          STATION DESCRIPTION
 DH1264
 DH1264'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1264'0.9 MI NE FROM HARKNESS.
 DH1264'ABOUT 0.9 MILE NORTHEAST ALONG A GRAVEL ROAD LEADING TO CLEVELAND FROM
 DH1264'THE UNION GROVE BAPTIST CHURCH AT HARKNESS, ABOUT 0.15 MILE NORTHEAST
 DH1264'OF THE STEEL BRIDGE ACROSS PANEL CREEK, 145 FEET EAST OF THE EAST
 DH1264'CORNER OF THE HOUSE OF E. L. THOMAS, 21 FEET SOUTHEAST OF THE CENTER
 DH1264'LINE OF THE GRAVEL ROAD, 13 FEET SOUTHWEST OF A CEDAR TREE USED AS A
 DH1264'FENCE CORNER, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 DH1264'CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1171 ***********************************************************************
 DH1171  DESIGNATION -  2 TT 21
 DH1171  PID         -  DH1171
 DH1171  STATE/COUNTY-  AL/JEFFERSON
 DH1171  USGS QUAD   -  PINSON (1979)
 DH1171
 DH1171                         *CURRENT SURVEY CONTROL
 DH1171  ___________________________________________________________________
 DH1171* NAD 83(1986)-  33 43 42.     (N)    086 43 52.     (W)     SCALED    
 DH1171* NAVD 88     -       143.422  (meters)     470.54   (feet)  ADJUSTED  
 DH1171  ___________________________________________________________________
 DH1171  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH1171  DYNAMIC HT  -         143.265 (meters)     470.03  (feet)  COMP
 DH1171  MODELED GRAV-     979,541.9   (mgal)                       NAVD 88
 DH1171
 DH1171  VERT ORDER  -  SECOND    CLASS 0
 DH1171
 DH1171.The horizontal coordinates were scaled from a topographic map and have
 DH1171.an estimated accuracy of +/- 6 seconds.
 DH1171
 DH1171.The orthometric height was determined by differential leveling
 DH1171.and adjusted by the National Geodetic Survey in June 1991..
 DH1171
 DH1171.The geoid height was determined by GEOID03.
 DH1171
 DH1171.The dynamic height is computed by dividing the NAVD 88
 DH1171.geopotential number by the normal gravity value computed on the
 DH1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1171.degrees latitude (g = 980.6199 gals.).
 DH1171
 DH1171.The modeled gravity was interpolated from observed gravity values.
 DH1171
 DH1171;                    North         East    Units  Estimated Accuracy
 DH1171;SPC AL W     -   413,650.      671,260.      MT  (+/- 180 meters Scaled)
 DH1171
 DH1171                          SUPERSEDED SURVEY CONTROL
 DH1171
 DH1171  NGVD 29 (??/??/92)  143.385  (m)          470.42   (f) ADJ UNCH    2 0
 DH1171
 DH1171.Superseded values are not recommended for survey control.
 DH1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1171.See file dsdata.txt to determine how the superseded data were derived.
 DH1171
 DH1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC249320(NAD 83)
 DH1171_MARKER: DD = SURVEY DISK
 DH1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1171_STAMPING: 2-TT-21 1937
 DH1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1171+STABILITY: SURFACE MOTION
 DH1171
 DH1171  HISTORY     - Date     Condition        Report By
 DH1171  HISTORY     - 1937     MONUMENTED       USE
 DH1171  HISTORY     - 1947     GOOD             NGS
 DH1171
 DH1171                          STATION DESCRIPTION
 DH1171
 DH1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1171'4.5 MI NW FROM MT PINSON.
 DH1171'ABOUT 0.45 MILES NORTH ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 DH1171'MT. PINSON, THENCE ABOUT 4.05 MILES NORTHWEST ALONG A GRAVEL ROAD, AT
 DH1171'CROSSTON, 28 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST ROAD, 66
 DH1171'FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 29 FEET
 DH1171'SOUTHWEST OF THE CENTER LINE OF A DRIVE WAY TO A HOUSE, ABOUT 2 FEET
 DH1171'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DH1171'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1263 ***********************************************************************
 DH1263  DESIGNATION -  2 TT 3
 DH1263  PID         -  DH1263
 DH1263  STATE/COUNTY-  AL/BLOUNT
 DH1263  USGS QUAD   -  NECTAR (1978)
 DH1263
 DH1263                         *CURRENT SURVEY CONTROL
 DH1263  ___________________________________________________________________
 DH1263* NAD 83(1986)-  33 55 00.     (N)    086 42 35.     (W)     SCALED    
 DH1263* NAVD 88     -       136.195  (meters)     446.83   (feet)  ADJUSTED  
 DH1263  ___________________________________________________________________
 DH1263  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DH1263  DYNAMIC HT  -         136.051 (meters)     446.36  (feet)  COMP
 DH1263  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DH1263
 DH1263  VERT ORDER  -  SECOND    CLASS 0
 DH1263
 DH1263.The horizontal coordinates were scaled from a topographic map and have
 DH1263.an estimated accuracy of +/- 6 seconds.
 DH1263
 DH1263.The orthometric height was determined by differential leveling
 DH1263.and adjusted by the National Geodetic Survey in June 1991..
 DH1263
 DH1263.The geoid height was determined by GEOID03.
 DH1263
 DH1263.The dynamic height is computed by dividing the NAVD 88
 DH1263.geopotential number by the normal gravity value computed on the
 DH1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1263.degrees latitude (g = 980.6199 gals.).
 DH1263
 DH1263.The modeled gravity was interpolated from observed gravity values.
 DH1263
 DH1263;                    North         East    Units  Estimated Accuracy
 DH1263;SPC AL W     -   434,560.      673,080.      MT  (+/- 180 meters Scaled)
 DH1263
 DH1263                          SUPERSEDED SURVEY CONTROL
 DH1263
 DH1263  NGVD 29 (??/??/92)  136.159  (m)          446.71   (f) ADJ UNCH    2 0
 DH1263
 DH1263.Superseded values are not recommended for survey control.
 DH1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1263.See file dsdata.txt to determine how the superseded data were derived.
 DH1263
 DH1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC268529(NAD 83)
 DH1263_MARKER: DD = SURVEY DISK
 DH1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1263_STAMPING: 2-TT-3 1937
 DH1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1263+STABILITY: SURFACE MOTION
 DH1263
 DH1263  HISTORY     - Date     Condition        Report By
 DH1263  HISTORY     - 1937     MONUMENTED       USE
 DH1263  HISTORY     - 1947     GOOD             NGS
 DH1263
 DH1263                          STATION DESCRIPTION
 DH1263
 DH1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1263'0.75 MI NE FROM HARKNESS.
 DH1263'ABOUT 0.75 MILE NORTHEAST ALONG A GRAVEL ROAD LEADING TO CLEVELAND
 DH1263'FROM THE UNION GROVE BAPTIST CHURCH AT HARKNESS, 87 FEET EAST OF THE
 DH1263'SOUTHEAST CORNER OF THE STEEL BRIDGE OVER PANEL CREEK, 20 FEET SOUTH
 DH1263'OF THE CENTER LINE OF THE GRAVEL ROAD, 1 FOOT SOUTH OF A WIRE FENCE,
 DH1263'ABOUT LEVEL WITH THE GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH1263'PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1346 ***********************************************************************
 DH1346  DESIGNATION -  2 TT 34
 DH1346  PID         -  DH1346
 DH1346  STATE/COUNTY-  AL/JEFFERSON
 DH1346  USGS QUAD   -  GARDENDALE (1979)
 DH1346
 DH1346                         *CURRENT SURVEY CONTROL
 DH1346  ___________________________________________________________________
 DH1346* NAD 83(1986)-  33 42 24.     (N)    086 49 11.     (W)     SCALED    
 DH1346* NAVD 88     -       180.381  (meters)     591.80   (feet)  POSTED    
 DH1346  ___________________________________________________________________
 DH1346  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DH1346  DYNAMIC HT  -         180.190 (meters)     591.17  (feet)  COMP
 DH1346  MODELED GRAV-     979,550.5   (mgal)                       NAVD 88
 DH1346
 DH1346  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DH1346
 DH1346.The horizontal coordinates were scaled from a topographic map and have
 DH1346.an estimated accuracy of +/- 6 seconds.
 DH1346
 DH1346.The orthometric height was determined by differential leveling
 DH1346.and adjusted by the National Geodetic Survey in 1992..
 DH1346.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DH1346.rate of 1.1 thru 2.0 mm/km.
 DH1346
 DH1346.The geoid height was determined by GEOID03.
 DH1346
 DH1346.The dynamic height is computed by dividing the NAVD 88
 DH1346.geopotential number by the normal gravity value computed on the
 DH1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1346.degrees latitude (g = 980.6199 gals.).
 DH1346
 DH1346.The modeled gravity was interpolated from observed gravity values.
 DH1346
 DH1346;                    North         East    Units  Estimated Accuracy
 DH1346;SPC AL W     -   411,190.      663,060.      MT  (+/- 180 meters Scaled)
 DH1346
 DH1346                          SUPERSEDED SURVEY CONTROL
 DH1346
 DH1346  NGVD 29 (??/??/92)  180.325  (m)          591.62   (f) ADJ UNCH    2 0
 DH1346
 DH1346.Superseded values are not recommended for survey control.
 DH1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1346.See file dsdata.txt to determine how the superseded data were derived.
 DH1346
 DH1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC167296(NAD 83)
 DH1346_MARKER: DD = SURVEY DISK
 DH1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1346_STAMPING: 2-TT-34 1937
 DH1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1346+STABILITY: SURFACE MOTION
 DH1346
 DH1346  HISTORY     - Date     Condition        Report By
 DH1346  HISTORY     - 1937     MONUMENTED       USE
 DH1346  HISTORY     - 1946     GOOD             NGS
 DH1346  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1346
 DH1346                          STATION DESCRIPTION
 DH1346
 DH1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1346'4.75 MI N FROM GARDENDALE.
 DH1346'ABOUT 4.75 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFICE AT
 DH1346'GARDENDALE, ABOUT 1.25 MILES NORTH OF THE SNOW ROGERS SCHOOL, ABOUT 47
 DH1346'YARDS NORTHWEST AND ACROSS THE HIGHWAY FROM THE BELCHERS GROCERY
 DH1346'STORE, 25 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 DH1346'HIGHWAY.  17 FEET SOUTH OF A LONE 26 INCH OAK TREE, 107 FEET EAST OF
 DH1346'THE SOUTHEAST CORNER OF A SMALL UNPAINTED HOUSE, AND SET IN THE TOP OF
 DH1346'A CONCRETE POST FLUSH WITH THE GROUND.
 DH1346
 DH1346                          STATION RECOVERY (1982)
 DH1346
 DH1346'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1346'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1350 ***********************************************************************
 DH1350  DESIGNATION -  2 TT 35
 DH1350  PID         -  DH1350
 DH1350  STATE/COUNTY-  AL/JEFFERSON
 DH1350  USGS QUAD   -  GARDENDALE (1979)
 DH1350
 DH1350                         *CURRENT SURVEY CONTROL
 DH1350  ___________________________________________________________________
 DH1350* NAD 83(1986)-  33 41 06.     (N)    086 49 16.     (W)     SCALED    
 DH1350* NAVD 88     -       182.976  (meters)     600.31   (feet)  POSTED    
 DH1350  ___________________________________________________________________
 DH1350  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH1350  DYNAMIC HT  -         182.780 (meters)     599.67  (feet)  COMP
 DH1350  MODELED GRAV-     979,544.7   (mgal)                       NAVD 88
 DH1350
 DH1350  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH1350
 DH1350.The horizontal coordinates were scaled from a topographic map and have
 DH1350.an estimated accuracy of +/- 6 seconds.
 DH1350
 DH1350.The orthometric height was determined by differential leveling
 DH1350.and adjusted by the National Geodetic Survey in 1992..
 DH1350.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH1350.rate of 0.0 thru 1.0 mm/km.
 DH1350
 DH1350.The geoid height was determined by GEOID03.
 DH1350
 DH1350.The dynamic height is computed by dividing the NAVD 88
 DH1350.geopotential number by the normal gravity value computed on the
 DH1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1350.degrees latitude (g = 980.6199 gals.).
 DH1350
 DH1350.The modeled gravity was interpolated from observed gravity values.
 DH1350
 DH1350;                    North         East    Units  Estimated Accuracy
 DH1350;SPC AL W     -   408,790.      662,950.      MT  (+/- 180 meters Scaled)
 DH1350
 DH1350                          SUPERSEDED SURVEY CONTROL
 DH1350
 DH1350  NGVD 29 (??/??/92)  182.925  (m)          600.15   (f) ADJ UNCH    2 0
 DH1350
 DH1350.Superseded values are not recommended for survey control.
 DH1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1350.See file dsdata.txt to determine how the superseded data were derived.
 DH1350
 DH1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC165272(NAD 83)
 DH1350_MARKER: DD = SURVEY DISK
 DH1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1350_STAMPING: 2-TT-35 1937
 DH1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1350+STABILITY: SURFACE MOTION
 DH1350
 DH1350  HISTORY     - Date     Condition        Report By
 DH1350  HISTORY     - 1937     MONUMENTED       USE
 DH1350  HISTORY     - 1947     GOOD             NGS
 DH1350  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1350
 DH1350                          STATION DESCRIPTION
 DH1350
 DH1350'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1350'2.8 MI N FROM GARDENDALE.
 DH1350'ABOUT 2.8 MILES NORTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1350'GARDENDALE, AT THE T JUNCTION OF A ROAD LEADING WEST, ABOUT 0.7 MILE
 DH1350'SOUTH OF SNOW ROGERS SCHOOL, ABOUT 0.3 MILE NORTH OF ELKHEAD SERVICE
 DH1350'STATION AND CABINS, 141 FEET NORTH OF A POWER LINE CROSSING, 143 FEET
 DH1350'NORTH OF THE CENTER LINE OF THE ROAD WEST, 36 FEET NORTHWEST OF THE
 DH1350'CENTER LINE OF THE HIGHWAY, 30 FEET NORTH OF A TELEPHONE POLE, ABOUT 2
 DH1350'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 DH1350'PROJECTING 6 INCHES.
 DH1350
 DH1350                          STATION RECOVERY (1982)
 DH1350
 DH1350'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1350'NOT RECOVERED, POSSIBLY GRADED OUT WHEN A SUBDIVISION WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1261 ***********************************************************************
 DH1261  DESIGNATION -  2 TT 4
 DH1261  PID         -  DH1261
 DH1261  STATE/COUNTY-  AL/BLOUNT
 DH1261  USGS QUAD   -  NECTAR (1978)
 DH1261
 DH1261                         *CURRENT SURVEY CONTROL
 DH1261  ___________________________________________________________________
 DH1261* NAD 83(1986)-  33 54 50.     (N)    086 43 24.     (W)     SCALED    
 DH1261* NAVD 88     -       156.907  (meters)     514.79   (feet)  ADJUSTED  
 DH1261  ___________________________________________________________________
 DH1261  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH1261  DYNAMIC HT  -         156.741 (meters)     514.24  (feet)  COMP
 DH1261  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 DH1261
 DH1261  VERT ORDER  -  SECOND    CLASS 0
 DH1261
 DH1261.The horizontal coordinates were scaled from a topographic map and have
 DH1261.an estimated accuracy of +/- 6 seconds.
 DH1261
 DH1261.The orthometric height was determined by differential leveling
 DH1261.and adjusted by the National Geodetic Survey in June 1991..
 DH1261
 DH1261.The geoid height was determined by GEOID03.
 DH1261
 DH1261.The dynamic height is computed by dividing the NAVD 88
 DH1261.geopotential number by the normal gravity value computed on the
 DH1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1261.degrees latitude (g = 980.6199 gals.).
 DH1261
 DH1261.The modeled gravity was interpolated from observed gravity values.
 DH1261
 DH1261;                    North         East    Units  Estimated Accuracy
 DH1261;SPC AL W     -   434,240.      671,820.      MT  (+/- 180 meters Scaled)
 DH1261
 DH1261                          SUPERSEDED SURVEY CONTROL
 DH1261
 DH1261  NGVD 29 (??/??/92)  156.872  (m)          514.67   (f) ADJ UNCH    2 0
 DH1261
 DH1261.Superseded values are not recommended for survey control.
 DH1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1261.See file dsdata.txt to determine how the superseded data were derived.
 DH1261
 DH1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC255526(NAD 83)
 DH1261_MARKER: DB = BENCH MARK DISK
 DH1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1261_STAMPING: 2-TT-4 1937
 DH1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1261+STABILITY: SURFACE MOTION
 DH1261
 DH1261  HISTORY     - Date     Condition        Report By
 DH1261  HISTORY     - 1937     MONUMENTED       USE
 DH1261  HISTORY     - 1947     GOOD             NGS
 DH1261  HISTORY     - 1961     MARK NOT FOUND   USGS
 DH1261
 DH1261                          STATION DESCRIPTION
 DH1261
 DH1261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1261'IN HARKNESS.
 DH1261'AT HARKNESS AT THE CROSSROADS, 22 FEET SOUTHEAST OF THE CENTER LINE OF
 DH1261'THE NORTHEAST-SOUTHWEST ROAD, 65 FEET WEST OF THE CENTER LINE OF THE
 DH1261'NORTH-SOUTH ROAD, 18 FEET NORTH OF THE NORTH CORNER OF A SMALL HOUSE,
 DH1261'2 FEET NORTHWEST OF A 6-INCH PINE TREE, ABOUT 1 FOOT ABOVE THE ROAD
 DH1261'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES. NOTE--
 DH1261'AREA HAS BEEN GRADED FOR ROAD IMPROVEMENT.
 DH1261
 DH1261                          STATION RECOVERY (1961)
 DH1261
 DH1261'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DH1261'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1312 ***********************************************************************
 DH1312  DESIGNATION -  2 TT 45
 DH1312  PID         -  DH1312
 DH1312  STATE/COUNTY-  AL/JEFFERSON
 DH1312  USGS QUAD   -  BROOKSIDE (1986)
 DH1312
 DH1312                         *CURRENT SURVEY CONTROL
 DH1312  ___________________________________________________________________
 DH1312* NAD 83(1986)-  33 37 32.     (N)    086 57 13.     (W)     SCALED    
 DH1312* NAVD 88     -       117.072  (meters)     384.09   (feet)  ADJUSTED  
 DH1312  ___________________________________________________________________
 DH1312  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH1312  DYNAMIC HT  -         116.944 (meters)     383.67  (feet)  COMP
 DH1312  MODELED GRAV-     979,547.7   (mgal)                       NAVD 88
 DH1312
 DH1312  VERT ORDER  -  SECOND    CLASS 0
 DH1312
 DH1312.The horizontal coordinates were scaled from a topographic map and have
 DH1312.an estimated accuracy of +/- 6 seconds.
 DH1312
 DH1312.The orthometric height was determined by differential leveling
 DH1312.and adjusted by the National Geodetic Survey in June 1991..
 DH1312
 DH1312.The geoid height was determined by GEOID03.
 DH1312
 DH1312.The dynamic height is computed by dividing the NAVD 88
 DH1312.geopotential number by the normal gravity value computed on the
 DH1312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1312.degrees latitude (g = 980.6199 gals.).
 DH1312
 DH1312.The modeled gravity was interpolated from observed gravity values.
 DH1312
 DH1312;                    North         East    Units  Estimated Accuracy
 DH1312;SPC AL W     -   402,120.      650,700.      MT  (+/- 180 meters Scaled)
 DH1312
 DH1312                          SUPERSEDED SURVEY CONTROL
 DH1312
 DH1312  NGVD 29 (??/??/92)  117.036  (m)          383.98   (f) ADJ UNCH    2 0
 DH1312
 DH1312.Superseded values are not recommended for survey control.
 DH1312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1312.See file dsdata.txt to determine how the superseded data were derived.
 DH1312
 DH1312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC043206(NAD 83)
 DH1312_MARKER: DD = SURVEY DISK
 DH1312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1312_STAMPING: 2-TT-45 1937
 DH1312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1312+STABILITY: SURFACE MOTION
 DH1312
 DH1312  HISTORY     - Date     Condition        Report By
 DH1312  HISTORY     - 1937     MONUMENTED       USE
 DH1312  HISTORY     - 1947     GOOD             NGS
 DH1312  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH1312
 DH1312                          STATION DESCRIPTION
 DH1312
 DH1312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1312'0.5 MI SW FROM BLOSSBURG.
 DH1312'ABOUT 0.5 MILE SOUTHWEST ALONG THE BLOSSBURG-ADAMSVILLE ROAD FROM THE
 DH1312'POST OFFICE AT BLOSSBURG, AT THE JUNCTION OF THE BLOSSBURG-GRAYSVILLE
 DH1312'ROAD, AT THE SOUTHWEST END OF THE SOUTHERN RAILROAD TRACKS, IN THE
 DH1312'APPROXIMATE CENTER OF A TRIANGLE FORMED BY THE ROAD JUNCTION, 37 FEET
 DH1312'WEST OF THE BLOSSBURG-ADAMSVILLE ROAD, 25 FEET SOUTHEAST OF THE CENTER
 DH1312'LINE OF THE BLOSSBURG-GRAYSVILLE ROAD, 3 FEET SOUTH OF AN IRON ROAD
 DH1312'SIGN, 3 FEET ABOVE THE ADAMSVILLE ROAD, ABOUT LEVEL WITH THE
 DH1312'GRAYSVILLE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DH1312'INCHES.  NOTE-- AREA AND TIES WERE FOUND AS DESCRIBED BUT MARK COULD
 DH1312'NOT BE LOCATED.  SINCE AREA IS OPEN IT IS BELIEVED THAT THE MARK HAS
 DH1312'BEEN DESTROYED.
 DH1312
 DH1312                          STATION RECOVERY (1958)
 DH1312
 DH1312'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH1312'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1258 ***********************************************************************
 DH1258  DESIGNATION -  2 TT 5
 DH1258  PID         -  DH1258
 DH1258  STATE/COUNTY-  AL/BLOUNT
 DH1258  USGS QUAD   -  NECTAR (1978)
 DH1258
 DH1258                         *CURRENT SURVEY CONTROL
 DH1258  ___________________________________________________________________
 DH1258* NAD 83(1986)-  33 53 56.     (N)    086 44 23.     (W)     SCALED    
 DH1258* NAVD 88     -       140.095  (meters)     459.63   (feet)  ADJUSTED  
 DH1258  ___________________________________________________________________
 DH1258  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DH1258  DYNAMIC HT  -         139.946 (meters)     459.14  (feet)  COMP
 DH1258  MODELED GRAV-     979,574.2   (mgal)                       NAVD 88
 DH1258
 DH1258  VERT ORDER  -  SECOND    CLASS 0
 DH1258
 DH1258.The horizontal coordinates were scaled from a topographic map and have
 DH1258.an estimated accuracy of +/- 6 seconds.
 DH1258
 DH1258.The orthometric height was determined by differential leveling
 DH1258.and adjusted by the National Geodetic Survey in June 1991..
 DH1258
 DH1258.The geoid height was determined by GEOID03.
 DH1258
 DH1258.The dynamic height is computed by dividing the NAVD 88
 DH1258.geopotential number by the normal gravity value computed on the
 DH1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1258.degrees latitude (g = 980.6199 gals.).
 DH1258
 DH1258.The modeled gravity was interpolated from observed gravity values.
 DH1258
 DH1258;                    North         East    Units  Estimated Accuracy
 DH1258;SPC AL W     -   432,560.      670,320.      MT  (+/- 180 meters Scaled)
 DH1258
 DH1258                          SUPERSEDED SURVEY CONTROL
 DH1258
 DH1258  NGVD 29 (??/??/92)  140.06   (m)          459.5    (f) COMPUTED    2 0
 DH1258
 DH1258.Superseded values are not recommended for survey control.
 DH1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1258.See file dsdata.txt to determine how the superseded data were derived.
 DH1258
 DH1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC240509(NAD 83)
 DH1258_MARKER: DD = SURVEY DISK
 DH1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1258_STAMPING: 2-TT-5 1937
 DH1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1258+STABILITY: SURFACE MOTION
 DH1258
 DH1258  HISTORY     - Date     Condition        Report By
 DH1258  HISTORY     - 1937     MONUMENTED       USE
 DH1258  HISTORY     - 1947     GOOD             NGS
 DH1258
 DH1258                          STATION DESCRIPTION
 DH1258
 DH1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1258'1.15 MI NE FROM HAYDEN.
 DH1258'ABOUT 1.15 MILES NORTHEAST ALONG A GRAVEL ROAD TO CLEVELAND FROM THE
 DH1258'HIGH SCHOOL AT HAYDEN, AT THE JUNCTION AND ABOUT IN LINE WITH THE
 DH1258'CENTER OF A DIM ROAD LEADING WEST AND UPHILL TO A FARM, 24 FEET
 DH1258'SOUTHEAST OF THE CENTER LINE OF THE ROAD, ABOUT 4.5 FEET ABOVE THE
 DH1258'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1259 ***********************************************************************
 DH1259  DESIGNATION -  2 TT 5 RESET
 DH1259  PID         -  DH1259
 DH1259  STATE/COUNTY-  AL/BLOUNT
 DH1259  USGS QUAD   -  NECTAR (1978)
 DH1259
 DH1259                         *CURRENT SURVEY CONTROL
 DH1259  ___________________________________________________________________
 DH1259* NAD 83(1986)-  33 53 56.     (N)    086 44 23.     (W)     SCALED    
 DH1259* NAVD 88     -       139.94   (meters)     459.1    (feet)  RESET     
 DH1259  ___________________________________________________________________
 DH1259  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DH1259
 DH1259  VERT ORDER  -  THIRD
 DH1259
 DH1259.The horizontal coordinates were scaled from a topographic map and have
 DH1259.an estimated accuracy of +/- 6 seconds.
 DH1259
 DH1259.The orthometric height was computed from unverified reset data.
 DH1259
 DH1259.The geoid height was determined by GEOID03.
 DH1259
 DH1259;                    North         East    Units  Estimated Accuracy
 DH1259;SPC AL W     -   432,560.      670,320.      MT  (+/- 180 meters Scaled)
 DH1259
 DH1259                          SUPERSEDED SURVEY CONTROL
 DH1259
 DH1259  NGVD 29 (??/??/??)  139.90   (m)          459.0    (f) RESET       3  
 DH1259
 DH1259.Superseded values are not recommended for survey control.
 DH1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1259.See file dsdata.txt to determine how the superseded data were derived.
 DH1259
 DH1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC240509(NAD 83)
 DH1259_MARKER: DD = SURVEY DISK
 DH1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1259_STAMPING: 2 TT 5 1937
 DH1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1259+STABILITY: SURFACE MOTION
 DH1259
 DH1259  HISTORY     - Date     Condition        Report By
 DH1259  HISTORY     - 1937     MONUMENTED       USE
 DH1259  HISTORY     - 1950     GOOD             NGS
 DH1259
 DH1259                          STATION DESCRIPTION
 DH1259
 DH1259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DH1259'1.2 MI NE FROM HAYDEN.
 DH1259'1.2 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO CLEVELAND FROM THE
 DH1259'HIGH SCHOOL AT HAYDEN, BLOUNT COUNTY, AT THE JUNCTION OF A DIM ROAD
 DH1259'LEADING UPHILL TO A FARM, AND 47 FEET SOUTHEAST OF THE CENTERLINE OF
 DH1259'THE CLEVELAND ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1322 ***********************************************************************
 DH1322  DESIGNATION -  2 TT 52
 DH1322  PID         -  DH1322
 DH1322  STATE/COUNTY-  AL/JEFFERSON
 DH1322  USGS QUAD   -  BROOKSIDE (1986)
 DH1322
 DH1322                         *CURRENT SURVEY CONTROL
 DH1322  ___________________________________________________________________
 DH1322* NAD 83(1986)-  33 42 17.     (N)    086 59 32.     (W)     SCALED    
 DH1322* NAVD 88     -       100.390  (meters)     329.36   (feet)  ADJUSTED  
 DH1322  ___________________________________________________________________
 DH1322  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DH1322  DYNAMIC HT  -         100.284 (meters)     329.02  (feet)  COMP
 DH1322  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 DH1322
 DH1322  VERT ORDER  -  SECOND    CLASS 0
 DH1322
 DH1322.The horizontal coordinates were scaled from a topographic map and have
 DH1322.an estimated accuracy of +/- 6 seconds.
 DH1322
 DH1322.The orthometric height was determined by differential leveling
 DH1322.and adjusted by the National Geodetic Survey in June 1991..
 DH1322
 DH1322.The geoid height was determined by GEOID03.
 DH1322
 DH1322.The dynamic height is computed by dividing the NAVD 88
 DH1322.geopotential number by the normal gravity value computed on the
 DH1322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1322.degrees latitude (g = 980.6199 gals.).
 DH1322
 DH1322.The modeled gravity was interpolated from observed gravity values.
 DH1322
 DH1322;                    North         East    Units  Estimated Accuracy
 DH1322;SPC AL W     -   410,880.      647,070.      MT  (+/- 180 meters Scaled)
 DH1322
 DH1322                          SUPERSEDED SURVEY CONTROL
 DH1322
 DH1322  NGVD 29 (??/??/92)  100.353  (m)          329.24   (f) ADJ UNCH    2 0
 DH1322
 DH1322.Superseded values are not recommended for survey control.
 DH1322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1322.See file dsdata.txt to determine how the superseded data were derived.
 DH1322
 DH1322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC007294(NAD 83)
 DH1322_MARKER: DD = SURVEY DISK
 DH1322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1322_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1322_STAMPING: 2-TT-52 1937
 DH1322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1322+STABILITY: SURFACE MOTION
 DH1322
 DH1322  HISTORY     - Date     Condition        Report By
 DH1322  HISTORY     - 1937     MONUMENTED       USE
 DH1322  HISTORY     - 1947     GOOD             NGS
 DH1322
 DH1322                          STATION DESCRIPTION
 DH1322
 DH1322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1322'6.0 MI SE FROM SUMITON.
 DH1322'ABOUT 6.0 MILES SOUTHEAST ALONG U.S. HIGHWAY 78 FROM THE POST OFFICE
 DH1322'AT SUMITON, ON THE SOUTH SIDE OF THE LOCUST FORK OF WARRIOR RIVER, 161
 DH1322'FEET SOUTH OF THE SOUTH END OF THE WEST CONCRETE RAILING OF THE RIVER
 DH1322'BRIDGE, 16 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 DH1322'NORTHWEST OF THE SOUTH END POST OF A GUARD RAIL ALONG THE WEST SIDE OF
 DH1322'THE HIGHWAY, ABOUT 0.5 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 DH1322'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1369 ***********************************************************************
 DH1369  DESIGNATION -  2 TT 54
 DH1369  PID         -  DH1369
 DH1369  STATE/COUNTY-  AL/JEFFERSON
 DH1369  USGS QUAD   -  BROOKSIDE (1986)
 DH1369
 DH1369                         *CURRENT SURVEY CONTROL
 DH1369  ___________________________________________________________________
 DH1369* NAD 83(1986)-  33 44 20.     (N)    086 59 27.     (W)     SCALED    
 DH1369* NAVD 88     -       122.749  (meters)     402.72   (feet)  ADJUSTED  
 DH1369  ___________________________________________________________________
 DH1369  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DH1369  DYNAMIC HT  -         122.620 (meters)     402.30  (feet)  COMP
 DH1369  MODELED GRAV-     979,583.2   (mgal)                       NAVD 88
 DH1369
 DH1369  VERT ORDER  -  SECOND    CLASS 0
 DH1369
 DH1369.The horizontal coordinates were scaled from a topographic map and have
 DH1369.an estimated accuracy of +/- 6 seconds.
 DH1369
 DH1369.The orthometric height was determined by differential leveling
 DH1369.and adjusted by the National Geodetic Survey in June 1991..
 DH1369
 DH1369.The geoid height was determined by GEOID03.
 DH1369
 DH1369.The dynamic height is computed by dividing the NAVD 88
 DH1369.geopotential number by the normal gravity value computed on the
 DH1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1369.degrees latitude (g = 980.6199 gals.).
 DH1369
 DH1369.The modeled gravity was interpolated from observed gravity values.
 DH1369
 DH1369;                    North         East    Units  Estimated Accuracy
 DH1369;SPC AL W     -   414,670.      647,180.      MT  (+/- 180 meters Scaled)
 DH1369
 DH1369                          SUPERSEDED SURVEY CONTROL
 DH1369
 DH1369  NGVD 29 (??/??/92)  122.711  (m)          402.59   (f) ADJ UNCH    2 0
 DH1369
 DH1369.Superseded values are not recommended for survey control.
 DH1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1369.See file dsdata.txt to determine how the superseded data were derived.
 DH1369
 DH1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC008332(NAD 83)
 DH1369_MARKER: DD = SURVEY DISK
 DH1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1369_STAMPING: 2-TT-54 1937
 DH1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1369+STABILITY: SURFACE MOTION
 DH1369
 DH1369  HISTORY     - Date     Condition        Report By
 DH1369  HISTORY     - 1937     MONUMENTED       USE
 DH1369  HISTORY     - 1946     GOOD             NGS
 DH1369
 DH1369                          STATION DESCRIPTION
 DH1369
 DH1369'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1369'0.4 MI NE FROM ROBBINS.
 DH1369'ABOUT 0.4 MILE NORTHEAST ALONG THE WARRIOR-ROBBINS ROAD FROM THE
 DH1369'JUNCTION WITH U. S. HIGHWAY 78 AT ROBBINS, 147 FEET SOUTHWEST OF THE
 DH1369'SOUTH CORNER OF THE P. E. HENTON RESIDENCE, 39 FEET NORTHWEST OF THE
 DH1369'CENTER LINE OF THE ROAD, 24 FEET NORTHEAST OF THE CENTER LINE OF A
 DH1369'DRIVE WAY, 36 FEET EAST OF A 24 INCH OAK TREE, 21 FEET SOUTH OF A 36
 DH1369'INCH OAK TREE, 1.5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND
 DH1369'SET IN THE TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1365 ***********************************************************************
 DH1365  DESIGNATION -  2 TT 56
 DH1365  PID         -  DH1365
 DH1365  STATE/COUNTY-  AL/JEFFERSON
 DH1365  USGS QUAD   -  CREEL (1978)
 DH1365
 DH1365                         *CURRENT SURVEY CONTROL
 DH1365  ___________________________________________________________________
 DH1365* NAD 83(1986)-  33 45 27.     (N)    086 57 07.     (W)     SCALED    
 DH1365* NAVD 88     -       132.275  (meters)     433.97   (feet)  ADJUSTED  
 DH1365  ___________________________________________________________________
 DH1365  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DH1365  DYNAMIC HT  -         132.134 (meters)     433.51  (feet)  COMP
 DH1365  MODELED GRAV-     979,574.0   (mgal)                       NAVD 88
 DH1365
 DH1365  VERT ORDER  -  SECOND    CLASS 0
 DH1365
 DH1365.The horizontal coordinates were scaled from a topographic map and have
 DH1365.an estimated accuracy of +/- 6 seconds.
 DH1365
 DH1365.The orthometric height was determined by differential leveling
 DH1365.and adjusted by the National Geodetic Survey in June 1991..
 DH1365
 DH1365.The geoid height was determined by GEOID03.
 DH1365
 DH1365.The dynamic height is computed by dividing the NAVD 88
 DH1365.geopotential number by the normal gravity value computed on the
 DH1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1365.degrees latitude (g = 980.6199 gals.).
 DH1365
 DH1365.The modeled gravity was interpolated from observed gravity values.
 DH1365
 DH1365;                    North         East    Units  Estimated Accuracy
 DH1365;SPC AL W     -   416,760.      650,770.      MT  (+/- 180 meters Scaled)
 DH1365
 DH1365                          SUPERSEDED SURVEY CONTROL
 DH1365
 DH1365  NGVD 29 (??/??/92)  132.229  (m)          433.82   (f) ADJ UNCH    2 0
 DH1365
 DH1365.Superseded values are not recommended for survey control.
 DH1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1365.See file dsdata.txt to determine how the superseded data were derived.
 DH1365
 DH1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC044352(NAD 83)
 DH1365_MARKER: DD = SURVEY DISK
 DH1365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1365_STAMPING: 2-TT-56 1937
 DH1365_PROJECTION: FLUSH
 DH1365_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH1365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1365+STABILITY: SURFACE MOTION
 DH1365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH1365+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 DH1365
 DH1365  HISTORY     - Date     Condition        Report By
 DH1365  HISTORY     - 1937     MONUMENTED       USE
 DH1365  HISTORY     - 1946     GOOD             NGS
 DH1365  HISTORY     - 19960717 GOOD             BROOKS
 DH1365
 DH1365                          STATION DESCRIPTION
 DH1365
 DH1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1365'3.25 MI NE FROM ROBBINS.
 DH1365'ABOUT 3.25 MILES NORTHEAST ALONG THE WARRIOR-ROBBINS ROAD FROM ITS
 DH1365'JUNCTION WITH U. S. HIGHWAY 78 AT ROBBINS, ABOUT 1.05 MILES SOUTHWEST
 DH1365'OF THE CROSSROADS AT PARTRIDGE, ABOUT 300 FEET SOUTHWEST OF MITCHELLS
 DH1365'STORE, 34 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 22.5 FEET
 DH1365'NORTHWEST OF A TRIANGULAR BLAZED 14 INCH OAK TREE, 33 FEET NORTHEAST
 DH1365'OF A TRIANGULAR BLAZED 12-INCH OAK TREE, 1.5 FEET EAST OF A WHITE
 DH1365'WOODEN WITNESS POST, 1 FOOT NORTH OF A FENCE LINE, ABOUT 6 FEET ABOVE
 DH1365'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DH1365
 DH1365                          STATION RECOVERY (1996)
 DH1365
 DH1365'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (ST)
 DH1365'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1364 ***********************************************************************
 DH1364  DESIGNATION -  2 TT 57
 DH1364  PID         -  DH1364
 DH1364  STATE/COUNTY-  AL/JEFFERSON
 DH1364  USGS QUAD   -  CREEL (1978)
 DH1364
 DH1364                         *CURRENT SURVEY CONTROL
 DH1364  ___________________________________________________________________
 DH1364* NAD 83(1986)-  33 45 42.     (N)    086 56 07.     (W)     SCALED    
 DH1364* NAVD 88     -       123.348  (meters)     404.68   (feet)  ADJUSTED  
 DH1364  ___________________________________________________________________
 DH1364  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DH1364  DYNAMIC HT  -         123.216 (meters)     404.25  (feet)  COMP
 DH1364  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 DH1364
 DH1364  VERT ORDER  -  SECOND    CLASS 0
 DH1364
 DH1364.The horizontal coordinates were scaled from a topographic map and have
 DH1364.an estimated accuracy of +/- 6 seconds.
 DH1364
 DH1364.The orthometric height was determined by differential leveling
 DH1364.and adjusted by the National Geodetic Survey in June 1991..
 DH1364
 DH1364.The geoid height was determined by GEOID03.
 DH1364
 DH1364.The dynamic height is computed by dividing the NAVD 88
 DH1364.geopotential number by the normal gravity value computed on the
 DH1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1364.degrees latitude (g = 980.6199 gals.).
 DH1364
 DH1364.The modeled gravity was interpolated from observed gravity values.
 DH1364
 DH1364;                    North         East    Units  Estimated Accuracy
 DH1364;SPC AL W     -   417,230.      652,310.      MT  (+/- 180 meters Scaled)
 DH1364
 DH1364                          SUPERSEDED SURVEY CONTROL
 DH1364
 DH1364  NGVD 29 (??/??/92)  123.300  (m)          404.53   (f) ADJ UNCH    2 0
 DH1364
 DH1364.Superseded values are not recommended for survey control.
 DH1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1364.See file dsdata.txt to determine how the superseded data were derived.
 DH1364
 DH1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC059357(NAD 83)
 DH1364_MARKER: DD = SURVEY DISK
 DH1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1364_STAMPING: 2-TT-57 1937
 DH1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1364+STABILITY: SURFACE MOTION
 DH1364
 DH1364  HISTORY     - Date     Condition        Report By
 DH1364  HISTORY     - 1937     MONUMENTED       USE
 DH1364  HISTORY     - 1946     GOOD             NGS
 DH1364
 DH1364                          STATION DESCRIPTION
 DH1364
 DH1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1364'4.3 MI NE FROM ROBBINS.
 DH1364'ABOUT 4.3 MILES NORTHEAST ALONG THE WARRIOR-ROBBINS ROAD FROM THE
 DH1364'JUNCTION OF U. S. HIGHWAY 78 AT ROBBINS, AT THE PARTRIDGE CROSSROADS,
 DH1364'SET IN THE EAST QUARTER OF THE ROAD INTERSECTION, 33 FEET SOUTHEAST OF
 DH1364'THE CENTER LINE OF THE MAIN ROAD, 46 FEET NORTHEAST OF THE CROSS ROAD,
 DH1364'69 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE MCMICHENS STORE, 40
 DH1364'FEET NORTHWEST OF THE WEST CORNER OF AN OLD BARN, 1 FOOT SOUTHWEST OF
 DH1364'A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT LOWER THAN THE INTERSECTION
 DH1364'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1363 ***********************************************************************
 DH1363  DESIGNATION -  2 TT 58
 DH1363  PID         -  DH1363
 DH1363  STATE/COUNTY-  AL/JEFFERSON
 DH1363  USGS QUAD   -  CREEL (1978)
 DH1363
 DH1363                         *CURRENT SURVEY CONTROL
 DH1363  ___________________________________________________________________
 DH1363* NAD 83(1986)-  33 45 47.     (N)    086 55 56.     (W)     SCALED    
 DH1363* NAVD 88     -       116.764  (meters)     383.08   (feet)  ADJUSTED  
 DH1363  ___________________________________________________________________
 DH1363  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DH1363  DYNAMIC HT  -         116.640 (meters)     382.68  (feet)  COMP
 DH1363  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 DH1363
 DH1363  VERT ORDER  -  SECOND    CLASS 0
 DH1363
 DH1363.The horizontal coordinates were scaled from a topographic map and have
 DH1363.an estimated accuracy of +/- 6 seconds.
 DH1363
 DH1363.The orthometric height was determined by differential leveling
 DH1363.and adjusted by the National Geodetic Survey in June 1991..
 DH1363
 DH1363.The geoid height was determined by GEOID03.
 DH1363
 DH1363.The dynamic height is computed by dividing the NAVD 88
 DH1363.geopotential number by the normal gravity value computed on the
 DH1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1363.degrees latitude (g = 980.6199 gals.).
 DH1363
 DH1363.The modeled gravity was interpolated from observed gravity values.
 DH1363
 DH1363;                    North         East    Units  Estimated Accuracy
 DH1363;SPC AL W     -   417,380.      652,600.      MT  (+/- 180 meters Scaled)
 DH1363
 DH1363                          SUPERSEDED SURVEY CONTROL
 DH1363
 DH1363  NGVD 29 (??/??/92)  116.716  (m)          382.93   (f) ADJ UNCH    2 0
 DH1363
 DH1363.Superseded values are not recommended for survey control.
 DH1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1363.See file dsdata.txt to determine how the superseded data were derived.
 DH1363
 DH1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC062358(NAD 83)
 DH1363_MARKER: DD = SURVEY DISK
 DH1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1363_STAMPING: 2-TT-58 1937
 DH1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1363+STABILITY: SURFACE MOTION
 DH1363
 DH1363  HISTORY     - Date     Condition        Report By
 DH1363  HISTORY     - 1937     MONUMENTED       USE
 DH1363  HISTORY     - 1946     GOOD             NGS
 DH1363
 DH1363                          STATION DESCRIPTION
 DH1363
 DH1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1363'4.5 MI NE FROM ROBBINS.
 DH1363'ABOUT 4.5 MILES NORTHEAST ALONG THE WARRIOR-ROBBINS ROAD FROM ITS
 DH1363'JUNCTION WITH U. S. HIGHWAY 78 AT ROBBINS, ABOUT 0.2 MILE NORTHEAST OF
 DH1363'THE CROSSROADS AT PARTRIDGE, AT UNION CEMETERY, NEAR THE SOUTHWEST
 DH1363'CORNER OF THE CEMETERY GROUNDS, 35 FEET NORTH OF THE CENTER LINE OF
 DH1363'THE ROAD, 29 FEET NORTHEAST OF TELEPHONE POLE NO. 101, 17.5 FEET
 DH1363'SOUTHWEST OF A 14-INCH PINE TREE, 1.5 FEET SOUTHWEST OF A WHITE WOODEN
 DH1363'WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 DH1363'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1360 ***********************************************************************
 DH1360  DESIGNATION -  2 TT 59
 DH1360  PID         -  DH1360
 DH1360  STATE/COUNTY-  AL/JEFFERSON
 DH1360  USGS QUAD   -  CREEL (1978)
 DH1360
 DH1360                         *CURRENT SURVEY CONTROL
 DH1360  ___________________________________________________________________
 DH1360* NAD 83(1986)-  33 46 54.     (N)    086 54 00.     (W)     SCALED    
 DH1360* NAVD 88     -       123.037  (meters)     403.66   (feet)  ADJUSTED  
 DH1360  ___________________________________________________________________
 DH1360  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DH1360  DYNAMIC HT  -         122.906 (meters)     403.23  (feet)  COMP
 DH1360  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 DH1360
 DH1360  VERT ORDER  -  SECOND    CLASS 0
 DH1360
 DH1360.The horizontal coordinates were scaled from a topographic map and have
 DH1360.an estimated accuracy of +/- 6 seconds.
 DH1360
 DH1360.The orthometric height was determined by differential leveling
 DH1360.and adjusted by the National Geodetic Survey in June 1991..
 DH1360
 DH1360.The geoid height was determined by GEOID03.
 DH1360
 DH1360.The dynamic height is computed by dividing the NAVD 88
 DH1360.geopotential number by the normal gravity value computed on the
 DH1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1360.degrees latitude (g = 980.6199 gals.).
 DH1360
 DH1360.The modeled gravity was interpolated from observed gravity values.
 DH1360
 DH1360;                    North         East    Units  Estimated Accuracy
 DH1360;SPC AL W     -   419,460.      655,570.      MT  (+/- 180 meters Scaled)
 DH1360
 DH1360                          SUPERSEDED SURVEY CONTROL
 DH1360
 DH1360  NGVD 29 (??/??/92)  122.980  (m)          403.48   (f) ADJ UNCH    2 0
 DH1360
 DH1360.Superseded values are not recommended for survey control.
 DH1360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1360.See file dsdata.txt to determine how the superseded data were derived.
 DH1360
 DH1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC092379(NAD 83)
 DH1360_MARKER: DD = SURVEY DISK
 DH1360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1360_STAMPING: 2-TT-59 1937
 DH1360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1360+STABILITY: SURFACE MOTION
 DH1360
 DH1360  HISTORY     - Date     Condition        Report By
 DH1360  HISTORY     - 1937     MONUMENTED       USE
 DH1360  HISTORY     - 1946     GOOD             NGS
 DH1360
 DH1360                          STATION DESCRIPTION
 DH1360
 DH1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1360'6.7 MI SW FROM WARRIOR.
 DH1360'ABOUT 0.5 MILES SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1360'WARRIOR, THENCE ABOUT 6.2 MILES SOUTHWEST ALONG THE WARRIOR-ROBBINS
 DH1360'ROAD, ABOUT 2.55 MILES NORTHEAST OF THE CROSSROADS AT PARTRIDGE, ABOUT
 DH1360'1.65 MILES SOUTHWEST OF THE NEW BETHEL CHURCH, 133 FEET SOUTH OF THE
 DH1360'SOUTHWEST CORNER OF ELSIE BURNS RESIDENCE, 27 FEET NORTHWEST OF THE
 DH1360'CENTER LINE OF THE ROAD, 60 FEET SOUTHWEST OF A POWER POLE, 1 FOOT
 DH1360'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE ROAD
 DH1360'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1040 ***********************************************************************
 DH1040  DESIGNATION -  2 TT 6
 DH1040  PID         -  DH1040
 DH1040  STATE/COUNTY-  AL/BLOUNT
 DH1040  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1040
 DH1040                         *CURRENT SURVEY CONTROL
 DH1040  ___________________________________________________________________
 DH1040* NAD 83(1986)-  33 53 25.     (N)    086 45 25.     (W)     SCALED    
 DH1040* NAVD 88     -       157.167  (meters)     515.64   (feet)  ADJUSTED  
 DH1040  ___________________________________________________________________
 DH1040  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DH1040  DYNAMIC HT  -         157.000 (meters)     515.09  (feet)  COMP
 DH1040  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 DH1040
 DH1040  VERT ORDER  -  FIRST     CLASS II
 DH1040
 DH1040.The horizontal coordinates were scaled from a topographic map and have
 DH1040.an estimated accuracy of +/- 6 seconds.
 DH1040
 DH1040.The orthometric height was determined by differential leveling
 DH1040.and adjusted by the National Geodetic Survey in June 1991..
 DH1040
 DH1040.The geoid height was determined by GEOID03.
 DH1040
 DH1040.The dynamic height is computed by dividing the NAVD 88
 DH1040.geopotential number by the normal gravity value computed on the
 DH1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1040.degrees latitude (g = 980.6199 gals.).
 DH1040
 DH1040.The modeled gravity was interpolated from observed gravity values.
 DH1040
 DH1040;                    North         East    Units  Estimated Accuracy
 DH1040;SPC AL W     -   431,600.      668,730.      MT  (+/- 180 meters Scaled)
 DH1040
 DH1040                          SUPERSEDED SURVEY CONTROL
 DH1040
 DH1040  NGVD 29 (??/??/92)  157.13   (m)          515.5    (f) COMPUTED    1 2
 DH1040
 DH1040.Superseded values are not recommended for survey control.
 DH1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1040.See file dsdata.txt to determine how the superseded data were derived.
 DH1040
 DH1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC224500(NAD 83)
 DH1040_MARKER: DD = SURVEY DISK
 DH1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1040_STAMPING: 2-TT-6 1937
 DH1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1040+STABILITY: SURFACE MOTION
 DH1040
 DH1040  HISTORY     - Date     Condition        Report By
 DH1040  HISTORY     - 1937     MONUMENTED       USE
 DH1040  HISTORY     - 1944     GOOD             NGS
 DH1040  HISTORY     - 1946     GOOD             NGS
 DH1040  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1040
 DH1040                          STATION DESCRIPTION
 DH1040
 DH1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1040'IN HAYDEN.
 DH1040'LOCATED 76 FEET NORTHWEST OF THE STEPS TO THE FRONT ENTRANCE OF THE
 DH1040'HAYDEN HIGH SCHOOL, 57 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 DH1040'BUILDING, AND ONE FOOT EAST OF A CONCRETE GUARD POST AT THE WEST EDGE
 DH1040'OF THE SIDEWALK.  MONUMENT PROJECTS ABOUT 0.5 FOOT.
 DH1040
 DH1040                          STATION RECOVERY (1946)
 DH1040
 DH1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH1040'RECOVERED IN GOOD CONDITION.
 DH1040
 DH1040                          STATION RECOVERY (1982)
 DH1040
 DH1040'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1040'NOT RECOVERED, PROBABLY LANDSCAPED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1355 ***********************************************************************
 DH1355  DESIGNATION -  2 TT 61
 DH1355  PID         -  DH1355
 DH1355  STATE/COUNTY-  AL/JEFFERSON
 DH1355  USGS QUAD   -  WARRIOR (1986)
 DH1355
 DH1355                         *CURRENT SURVEY CONTROL
 DH1355  ___________________________________________________________________
 DH1355* NAD 83(1986)-  33 48 48.     (N)    086 51 07.     (W)     SCALED    
 DH1355* NAVD 88     -       130.497  (meters)     428.14   (feet)  ADJUSTED  
 DH1355  ___________________________________________________________________
 DH1355  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DH1355  DYNAMIC HT  -         130.359 (meters)     427.69  (feet)  COMP
 DH1355  MODELED GRAV-     979,576.8   (mgal)                       NAVD 88
 DH1355
 DH1355  VERT ORDER  -  SECOND    CLASS 0
 DH1355
 DH1355.The horizontal coordinates were scaled from a topographic map and have
 DH1355.an estimated accuracy of +/- 6 seconds.
 DH1355
 DH1355.The orthometric height was determined by differential leveling
 DH1355.and adjusted by the National Geodetic Survey in June 1991..
 DH1355
 DH1355.The geoid height was determined by GEOID03.
 DH1355
 DH1355.The dynamic height is computed by dividing the NAVD 88
 DH1355.geopotential number by the normal gravity value computed on the
 DH1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1355.degrees latitude (g = 980.6199 gals.).
 DH1355
 DH1355.The modeled gravity was interpolated from observed gravity values.
 DH1355
 DH1355;                    North         East    Units  Estimated Accuracy
 DH1355;SPC AL W     -   423,000.      660,000.      MT  (+/- 180 meters Scaled)
 DH1355
 DH1355                          SUPERSEDED SURVEY CONTROL
 DH1355
 DH1355  NGVD 29 (??/??/92)  130.426  (m)          427.91   (f) ADJ UNCH    2 0
 DH1355
 DH1355.Superseded values are not recommended for survey control.
 DH1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1355.See file dsdata.txt to determine how the superseded data were derived.
 DH1355
 DH1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC137414(NAD 83)
 DH1355_MARKER: DD = SURVEY DISK
 DH1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1355_STAMPING: 2-TT-61 1937
 DH1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1355+STABILITY: SURFACE MOTION
 DH1355
 DH1355  HISTORY     - Date     Condition        Report By
 DH1355  HISTORY     - 1937     MONUMENTED       USE
 DH1355  HISTORY     - 1946     GOOD             NGS
 DH1355
 DH1355                          STATION DESCRIPTION
 DH1355
 DH1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1355'2.95 MI SW FROM WARRIOR.
 DH1355'ABOUT 0.5 MILE SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1355'WARRIOR, THENCE ABOUT 2.45 MILES SOUTHWEST ALONG THE WARRIOR-ROBBINS
 DH1355'ROAD, ABOUT 1.75 MILES NORTHEAST OF THE NEW BETHEL SCHOOL, 29 FEET
 DH1355'NORTHWEST OF THE CENTER LINE OF THE ROAD, 43 FEET SOUTHEAST OF THE
 DH1355'CENTER LINE OF THE LOUISVILLE AND NASHVILLE RAILROAD TRACK, 14 FEET
 DH1355'WEST OF A 12 INCH PINE TREE, 58 FEET NORTHWEST OF AN R.E.A. GUY POLE,
 DH1355'1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 DH1355'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1257 ***********************************************************************
 DH1257  DESIGNATION -  2 TT 7
 DH1257  PID         -  DH1257
 DH1257  STATE/COUNTY-  AL/BLOUNT
 DH1257  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1257
 DH1257                         *CURRENT SURVEY CONTROL
 DH1257  ___________________________________________________________________
 DH1257* NAD 83(1986)-  33 53 33.     (N)    086 45 28.     (W)     SCALED    
 DH1257* NAVD 88     -       173.623  (meters)     569.63   (feet)  ADJUSTED  
 DH1257  ___________________________________________________________________
 DH1257  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DH1257  DYNAMIC HT  -         173.439 (meters)     569.02  (feet)  COMP
 DH1257  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 DH1257
 DH1257  VERT ORDER  -  SECOND    CLASS 0
 DH1257
 DH1257.The horizontal coordinates were scaled from a topographic map and have
 DH1257.an estimated accuracy of +/- 6 seconds.
 DH1257
 DH1257.The orthometric height was determined by differential leveling
 DH1257.and adjusted by the National Geodetic Survey in June 1991..
 DH1257
 DH1257.The geoid height was determined by GEOID03.
 DH1257
 DH1257.The dynamic height is computed by dividing the NAVD 88
 DH1257.geopotential number by the normal gravity value computed on the
 DH1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1257.degrees latitude (g = 980.6199 gals.).
 DH1257
 DH1257.The modeled gravity was interpolated from observed gravity values.
 DH1257
 DH1257;                    North         East    Units  Estimated Accuracy
 DH1257;SPC AL W     -   431,840.      668,650.      MT  (+/- 180 meters Scaled)
 DH1257
 DH1257                          SUPERSEDED SURVEY CONTROL
 DH1257
 DH1257  NGVD 29 (??/??/92)  173.588  (m)          569.51   (f) ADJ UNCH    2 0
 DH1257
 DH1257.Superseded values are not recommended for survey control.
 DH1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1257.See file dsdata.txt to determine how the superseded data were derived.
 DH1257
 DH1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC223502(NAD 83)
 DH1257_MARKER: DD = SURVEY DISK
 DH1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1257_STAMPING: 2-TT-7 1937
 DH1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1257+STABILITY: SURFACE MOTION
 DH1257
 DH1257  HISTORY     - Date     Condition        Report By
 DH1257  HISTORY     - 1937     MONUMENTED       USE
 DH1257  HISTORY     - 1947     GOOD             NGS
 DH1257
 DH1257                          STATION DESCRIPTION
 DH1257
 DH1257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1257'IN HAYDEN.
 DH1257'AT HAYDEN, 204 FEET SOUTHWEST AND ACROSS THE TRACK FROM THE SOUTH
 DH1257'CORNER OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, AT A GRAVEL
 DH1257'ROAD CROSSING, 18.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 DH1257'SOUTHEAST MAIN TRACK, 83.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DH1257'THE J. E. RUSSEL GROCERY STORE, 25 FEET NORTHEAST OF THE CENTER LINE
 DH1257'OF THE GRAVEL ROAD, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 DH1257'CONCRETE POST PROJECTING 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1260 ***********************************************************************
 BU1260  DESIGNATION -  2 Y
 BU1260  PID         -  BU1260
 BU1260  STATE/COUNTY-  AL/WILCOX
 BU1260  USGS QUAD   -  COY (1973)
 BU1260
 BU1260                         *CURRENT SURVEY CONTROL
 BU1260  ___________________________________________________________________
 BU1260* NAD 83(1986)-  31 53 35.     (N)    087 27 52.     (W)     SCALED    
 BU1260* NAVD 88     -        28.517  (meters)      93.56   (feet)  ADJUSTED  
 BU1260  ___________________________________________________________________
 BU1260  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1260  DYNAMIC HT  -          28.483 (meters)      93.45  (feet)  COMP
 BU1260  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 BU1260
 BU1260  VERT ORDER  -  SECOND    CLASS 0
 BU1260
 BU1260.The horizontal coordinates were scaled from a topographic map and have
 BU1260.an estimated accuracy of +/- 6 seconds.
 BU1260
 BU1260.The orthometric height was determined by differential leveling
 BU1260.and adjusted by the National Geodetic Survey in June 1991..
 BU1260
 BU1260.The geoid height was determined by GEOID03.
 BU1260
 BU1260.The dynamic height is computed by dividing the NAVD 88
 BU1260.geopotential number by the normal gravity value computed on the
 BU1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1260.degrees latitude (g = 980.6199 gals.).
 BU1260
 BU1260.The modeled gravity was interpolated from observed gravity values.
 BU1260
 BU1260;                    North         East    Units  Estimated Accuracy
 BU1260;SPC AL W     -   209,870.      603,360.      MT  (+/- 180 meters Scaled)
 BU1260
 BU1260                          SUPERSEDED SURVEY CONTROL
 BU1260
 BU1260  NGVD 29 (??/??/92)   28.482  (m)           93.44   (f) ADJ UNCH    2 0
 BU1260
 BU1260.Superseded values are not recommended for survey control.
 BU1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1260.See file dsdata.txt to determine how the superseded data were derived.
 BU1260
 BU1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA560286(NAD 83)
 BU1260_MARKER: DD = SURVEY DISK
 BU1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1260_STAMPING: BM-2-Y 1938
 BU1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1260+STABILITY: SURFACE MOTION
 BU1260
 BU1260  HISTORY     - Date     Condition        Report By
 BU1260  HISTORY     - 1938     MONUMENTED       USE
 BU1260  HISTORY     - 1950     GOOD             NGS
 BU1260  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1260
 BU1260                          STATION DESCRIPTION
 BU1260
 BU1260'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU1260'IN COY.
 BU1260'AT COY, AT THE CROSSING OF A NORTHEAST-SOUTHWEST GRAVEL ROAD AND THE
 BU1260'ST. LOUIS AND SAN FRANCISCO RAILWAY, 86 FEET WEST AND ACROSS THE ROAD
 BU1260'FROM THE WEST CORNER OF THE POST OFFICE BUILDING, 39 FEET NORTHEAST
 BU1260'AND ACROSS THE TRACK FROM THE EAST CORNER OF THE STATION, 31 1/2 FEET
 BU1260'NORTH OF THE CENTER OF THE CROSSING, 25 FEET NORTHWEST OF THE CENTER
 BU1260'LINE OF THE ROAD, 30 FEET WEST-SOUTHWEST OF A FENCE CORNER, 18 FEET
 BU1260'NORTHEAST OF THE NORTHEAST RAIL, 20 FEET SOUTHEAST OF TELEPHONE POLE
 BU1260'NO. 786/15, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BU1260'LEVEL WITH THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 BU1260'PROJECTING 3 INCHES.
 BU1260
 BU1260                          STATION RECOVERY (1972)
 BU1260
 BU1260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2002 ***********************************************************************
 BU2002  DESIGNATION -  20 1
 BU2002  PID         -  BU2002
 BU2002  STATE/COUNTY-  AL/COVINGTON
 BU2002  USGS QUAD   -  BROOKS (1984)
 BU2002
 BU2002                         *CURRENT SURVEY CONTROL
 BU2002  ___________________________________________________________________
 BU2002* NAD 83(1992)-  31 29 19.88825(N)    086 41 36.06392(W)     ADJUSTED  
 BU2002* NAVD 88     -       108.79   (meters)     356.9    (feet)  N HEIGHT  
 BU2002  ___________________________________________________________________
 BU2002  X           -     314,006.213 (meters)                     COMP
 BU2002  Y           -  -5,434,883.637 (meters)                     COMP
 BU2002  Z           -   3,312,276.235 (meters)                     COMP
 BU2002  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 BU2002  ELLIP HEIGHT-          81.65  (meters)          (07/29/02) GPS OBS
 BU2002  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BU2002  DYNAMIC HT  -         108.66  (meters)     356.5   (feet)  COMP
 BU2002  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 BU2002
 BU2002  HORZ ORDER  -  FIRST
 BU2002  VERT ORDER  -  THIRD
 BU2002  ELLP ORDER  -  FOURTH    CLASS I
 BU2002
 BU2002.The horizontal coordinates were established by GPS observations
 BU2002.and adjusted by the National Geodetic Survey in December 1992..
 BU2002
 BU2002.The orthometric height was determined by differential leveling
 BU2002.and adjusted by the National Geodetic Survey in September 1998..
 BU2002.The height was determined by precise leveling from only one NSRS
 BU2002.bench mark.  This was not adequate "tie leveling" to NSRS and was
 BU2002.allowed ONLY to validate the GPS-derived height.
 BU2002
 BU2002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2002
 BU2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2002
 BU2002.The ellipsoidal height was determined by GPS observations
 BU2002.and is referenced to NAD 83.
 BU2002
 BU2002.The geoid height was determined by GEOID03.
 BU2002
 BU2002.The dynamic height is computed by dividing the NAVD 88
 BU2002.geopotential number by the normal gravity value computed on the
 BU2002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU2002.degrees latitude (g = 980.6199 gals.).
 BU2002
 BU2002.The modeled gravity was interpolated from observed gravity values.
 BU2002
 BU2002;                    North         East     Units Scale Factor Converg.
 BU2002;SPC AL E     -   109,950.009   118,288.493   MT  1.00004232   -0 26 57.3
 BU2002;SPC AL W     -   165,333.191   676,638.655   MT  1.00000575   +0 25 16.9
 BU2002;UTM  16      - 3,483,822.430   529,124.222   MT  0.99961046   +0 09 36.6
 BU2002
 BU2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2002!SPC AL E     -   0.99998718  x   1.00004232  =   1.00002950
 BU2002!SPC AL W     -   0.99998718  x   1.00000575  =   0.99999293
 BU2002!UTM  16      -   0.99998718  x   0.99961046  =   0.99959764
 BU2002
 BU2002|---------------------------------------------------------------------|
 BU2002| PID    Reference Object                     Distance      Geod. Az  |
 BU2002|                                                           dddmmss.s |
 BU2002| BU2006 20 2                                347.882 METERS 14805     |
 BU2002|---------------------------------------------------------------------|
 BU2002
 BU2002                          SUPERSEDED SURVEY CONTROL
 BU2002
 BU2002  ELLIP H (12/04/92)   81.76   (m)                       GP(       ) 4 1
 BU2002  NAD 83(1986)-  31 29 19.90257(N)    086 41 36.06582(W) AD(       ) 1
 BU2002  NAD 83(1986)-  31 29 19.90219(N)    086 41 36.06522(W) AD(       ) 1
 BU2002  NGVD 29 (??/??/??)  108.80   (m)          357.0    (f) N HEIGHT    3  
 BU2002
 BU2002.Superseded values are not recommended for survey control.
 BU2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2002.See file dsdata.txt to determine how the superseded data were derived.
 BU2002
 BU2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2912483822(NAD 83)
 BU2002_MARKER: DD = SURVEY DISK
 BU2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2002_SP_SET: CONCRETE POST
 BU2002_STAMPING: 20-1 1989
 BU2002_MARK LOGO: ALHD  
 BU2002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2002+STABILITY: SURFACE MOTION
 BU2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2002+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2002
 BU2002  HISTORY     - Date     Condition        Report By
 BU2002  HISTORY     - 1989     MONUMENTED       ALHD
 BU2002  HISTORY     - 19930608 GOOD             ALHD
 BU2002
 BU2002                          STATION DESCRIPTION
 BU2002
 BU2002'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2002'THE STATION IS LOCATED ON THE NORTHEAST RIGHT OF WAY OF COVINGTON
 BU2002'COUNTY ROAD NO. 107, ABOUT 6.68 KM (4.15 MI) SOUTHEAST OF MCKENZIE AND
 BU2002'ABOUT 12.47 KM (7.75 MI) NORTHWEST OF RED LEVEL.  BEFORE USING THIS
 BU2002'STATION PLEASE NOTIFY MR. OR MRS. WAYNE SMITH, ROUTE 1, BOX 84A, RED
 BU2002'LEVEL, AL, 36474, TELEPHONE (205)-374-8216
 BU2002'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 31 AND
 BU2002'ALABAMA HIGHWAY 55 IN MCKENZIE, GO SOUTHEAST ON HIGHWAY 55 FOR 4.83 KM
 BU2002'(3.00 MI) TO MILE POST 46.5 AND COVINGTON COUNTY ROAD NO. 107 ON THE
 BU2002'RIGHT, TURN RIGHT ON COVINGTON COUNTY ROAD NO. 107 AND GO SOUTHEAST
 BU2002'FOR 1.85 KM (1.15 MI) TO THE STATION ON THE LEFT.
 BU2002'THE STATION IS SET FLUSH WITH THE GROUND AND IS 10.97 M (36.0 FT)
 BU2002'NORTHEAST OF THE CENTER LINE OF COVINGTON COUNTY ROAD NO. 107, 48.68 M
 BU2002'(159.7 FT) SOUTH-SOUTHEAST  OF A TRANSFORMER POWER POLE, 33.53 M
 BU2002'(110.0 FT) SOUTH OF THE LAST 15-INCH PECAN TREE SOUTH OF A YELLOW
 BU2002'FRAME HOUSE, 42.21 M (138.5 FT) NORTHWEST OF A POWER POLE, AND 0.91 M
 BU2002'(3.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST.
 BU2002'STATION 20-2 MAY BE USED AS AN AZIMUTH.
 BU2002
 BU2002                          STATION RECOVERY (1993)
 BU2002
 BU2002'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2003 ***********************************************************************
 BU2003  DESIGNATION -  20 1 A
 BU2003  PID         -  BU2003
 BU2003  STATE/COUNTY-  AL/COVINGTON
 BU2003  USGS QUAD   -  OPP EAST (1986)
 BU2003
 BU2003                         *CURRENT SURVEY CONTROL
 BU2003  ___________________________________________________________________
 BU2003* NAD 83(1992)-  31 17 43.67280(N)    086 14 06.91202(W)     ADJUSTED  
 BU2003* NAVD 88     -       102.3    (meters)     336.     (feet)  VERTCON   
 BU2003  ___________________________________________________________________
 BU2003  X           -     358,182.353 (meters)                     COMP
 BU2003  Y           -  -5,443,339.441 (meters)                     COMP
 BU2003  Z           -   3,293,968.799 (meters)                     COMP
 BU2003  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 BU2003  ELLIP HEIGHT-          75.41  (meters)          (07/29/02) GPS OBS
 BU2003  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BU2003
 BU2003  HORZ ORDER  -  FIRST
 BU2003  ELLP ORDER  -  FOURTH    CLASS I
 BU2003
 BU2003.The horizontal coordinates were established by GPS observations
 BU2003.and adjusted by the National Geodetic Survey in December 1992..
 BU2003
 BU2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2003
 BU2003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2003
 BU2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2003
 BU2003.The ellipsoidal height was determined by GPS observations
 BU2003.and is referenced to NAD 83.
 BU2003
 BU2003.The geoid height was determined by GEOID03.
 BU2003
 BU2003;                    North         East     Units Scale Factor Converg.
 BU2003;SPC AL E     -    88,257.540   161,735.173   MT  0.99997805   -0 12 31.6
 BU2003;UTM  16      - 3,462,599.911   572,782.282   MT  0.99966534   +0 23 50.2
 BU2003
 BU2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2003!SPC AL E     -   0.99998816  x   0.99997805  =   0.99996621
 BU2003!UTM  16      -   0.99998816  x   0.99966534  =   0.99965350
 BU2003
 BU2003|---------------------------------------------------------------------|
 BU2003| PID    Reference Object                     Distance      Geod. Az  |
 BU2003|                                                           dddmmss.s |
 BU2003| BU0340 30 U 23                             352.742 METERS 28620     |
 BU2003|---------------------------------------------------------------------|
 BU2003
 BU2003                          SUPERSEDED SURVEY CONTROL
 BU2003
 BU2003  ELLIP H (12/04/92)   75.46   (m)                       GP(       ) 4 1
 BU2003  NAD 83(1986)-  31 17 43.68766(N)    086 14 06.91511(W) AD(       ) 1
 BU2003  NAD 83(1986)-  31 17 43.68749(N)    086 14 06.91482(W) AD(       ) 1
 BU2003  NGVD 29 (12/04/92)  102.3    (m)          336.     (f) GPS OBS        
 BU2003
 BU2003.Superseded values are not recommended for survey control.
 BU2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2003.See file dsdata.txt to determine how the superseded data were derived.
 BU2003
 BU2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7278262600(NAD 83)
 BU2003_MARKER: DD = SURVEY DISK
 BU2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2003_SP_SET: CONCRETE POST
 BU2003_STAMPING: 20-1-A 1989
 BU2003_MARK LOGO: ALHD  
 BU2003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2003+STABILITY: SURFACE MOTION
 BU2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2003+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BU2003
 BU2003  HISTORY     - Date     Condition        Report By
 BU2003  HISTORY     - 1989     MONUMENTED       ALHD
 BU2003
 BU2003                          STATION DESCRIPTION
 BU2003
 BU2003'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2003'THE STATION IS LOCATED ON THE EAST SIDE OF OPP ALONG THE EASTERN RIGHT
 BU2003'OF WAY OF COOL SPRING ROAD (COUNTY ROAD 26) JUST SOUTH OF UNITED
 BU2003'STATES HIGHWAY 84.
 BU2003'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 84 AND
 BU2003'COOL SPRING ROAD (COUNTY ROAD 26) ON THE EAST SIDE OF OPP GO SOUTH ON
 BU2003'COOL SPRING ROAD FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 BU2003'THE STATION IS ABOUT 15.24 M (50.0 FT) EAST OF THE EASTERN DRIVEWAY TO
 BU2003'A WOOD FRAME HOUSE, 12.42 M (40.7 FT) EAST OF A WATER METER, 11.4 M
 BU2003'(37.4 FT) NORTH-NORTHEAST OF THE CENTER LINE OF COOL SPRING ROAD, 9.77
 BU2003'M (32.1 FT) EAST OF A FIRE PLUG AND 0.5 M (1.6 FT) SOUTH OF A
 BU2003'CARSONITE WITNESS POST.
 BU2003'STATION 30-U-23 (USGS) CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2004 ***********************************************************************
 BU2004  DESIGNATION -  20 10
 BU2004  PID         -  BU2004
 BU2004  STATE/COUNTY-  AL/COVINGTON
 BU2004  USGS QUAD   -  GANTT (1986)
 BU2004
 BU2004                         *CURRENT SURVEY CONTROL
 BU2004  ___________________________________________________________________
 BU2004* NAD 83(1992)-  31 27 36.40497(N)    086 25 00.65989(W)     ADJUSTED  
 BU2004* NAVD 88     -        70.9    (meters)     233.     (feet)  VERTCON   
 BU2004  ___________________________________________________________________
 BU2004  X           -     340,332.410 (meters)                     COMP
 BU2004  Y           -  -5,434,933.813 (meters)                     COMP
 BU2004  Z           -   3,309,538.249 (meters)                     COMP
 BU2004  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BU2004  ELLIP HEIGHT-          43.98  (meters)          (07/29/02) GPS OBS
 BU2004  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BU2004
 BU2004  HORZ ORDER  -  FIRST
 BU2004  ELLP ORDER  -  FOURTH    CLASS I
 BU2004
 BU2004.The horizontal coordinates were established by GPS observations
 BU2004.and adjusted by the National Geodetic Survey in December 1992..
 BU2004
 BU2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2004
 BU2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2004
 BU2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2004
 BU2004.The ellipsoidal height was determined by GPS observations
 BU2004.and is referenced to NAD 83.
 BU2004
 BU2004.The geoid height was determined by GEOID03.
 BU2004
 BU2004;                    North         East     Units Scale Factor Converg.
 BU2004;SPC AL E     -   106,589.970   144,542.823   MT  0.99999792   -0 18 16.4
 BU2004;SPC AL W     -   162,372.250   702,941.378   MT  1.00006399   +0 33 55.3
 BU2004;UTM  16      - 3,480,742.927   555,402.382   MT  0.99963786   +0 18 15.7
 BU2004
 BU2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2004!SPC AL E     -   0.99999309  x   0.99999792  =   0.99999101
 BU2004!SPC AL W     -   0.99999309  x   1.00006399  =   1.00005708
 BU2004!UTM  16      -   0.99999309  x   0.99963786  =   0.99963096
 BU2004
 BU2004                          SUPERSEDED SURVEY CONTROL
 BU2004
 BU2004  ELLIP H (12/04/92)   44.04   (m)                       GP(       ) 4 1
 BU2004  NAD 83(1986)-  31 27 36.41899(N)    086 25 00.66207(W) AD(       ) 1
 BU2004  NAD 83(1986)-  31 27 36.41868(N)    086 25 00.66169(W) AD(       ) 1
 BU2004  NGVD 29 (12/04/92)   70.9    (m)          233.     (f) GPS OBS        
 BU2004
 BU2004.Superseded values are not recommended for survey control.
 BU2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2004.See file dsdata.txt to determine how the superseded data were derived.
 BU2004
 BU2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5540280743(NAD 83)
 BU2004_MARKER: DD = SURVEY DISK
 BU2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2004_SP_SET: CONCRETE POST
 BU2004_STAMPING: 20-10 1989
 BU2004_MARK LOGO: ALHD  
 BU2004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2004+STABILITY: SURFACE MOTION
 BU2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2004+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2004
 BU2004  HISTORY     - Date     Condition        Report By
 BU2004  HISTORY     - 1989     MONUMENTED       ALHD
 BU2004  HISTORY     - 19930608 GOOD             ALHD
 BU2004
 BU2004                          STATION DESCRIPTION
 BU2004
 BU2004'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2004'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF UNITED STATES
 BU2004'HIGHWAY 29, ABOUT 18.02 KM (11.20 MI) NORTH-NORTHEAST OF ANDALUSIA AND
 BU2004'6.28 KM (3.90 MI) SOUTHWEST OF DOZIER.
 BU2004'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 29 AND
 BU2004'CRENSHAW COUNTY ROAD NO. 77 IN DOZIER, DRIVE SOUTHWEST ON HIGHWAY 29
 BU2004'FOR 4.35 KM (2.70 MI) TO THE CRENSHAW-COVINGTON COUNTY LINE, CONTINUE
 BU2004'SOUTHWEST ON HIGHWAY 29 FOR 1.93 KM (1.20 MI) TO MILE POST 59.50 AND
 BU2004'THE STATION ON THE LEFT.
 BU2004'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 17.53 M (57.5 FT)
 BU2004'SOUTH-SOUTHEAST OF THE CENTER LINE OF HIGHWAY 29, 1.07 M (3.5 FT)
 BU2004'WEST-NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER, 41.45 M (136.0 FT)
 BU2004'NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 151, 41.61 M (136.5 FT)
 BU2004'NORTHEAST OF A TELEPHONE CABLE POLE, 51.91 M (170.3 FT) NORTHEAST OF
 BU2004'THE CENTER OF A DIRT ROAD, 46.02 M (151.0 FT) NORTHEAST OF THE
 BU2004'NORTHEAST END OF AN 18-INCH CONCRETE PIPE UNDER THE DIRT ROAD, AND
 BU2004'0.91 M (3.0 FT) NORTH OF A CARSONITE WITNESS POST.
 BU2004'STATION 20-11 CAN BE USED AS AN AZIMUTH.
 BU2004
 BU2004                          STATION RECOVERY (1993)
 BU2004
 BU2004'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2005 ***********************************************************************
 BU2005  DESIGNATION -  20 11
 BU2005  PID         -  BU2005
 BU2005  STATE/COUNTY-  AL/COVINGTON
 BU2005  USGS QUAD   -  GANTT (1986)
 BU2005
 BU2005                         *CURRENT SURVEY CONTROL
 BU2005  ___________________________________________________________________
 BU2005* NAD 83(1992)-  31 27 28.98263(N)    086 25 33.85546(W)     ADJUSTED  
 BU2005* NAVD 88     -        65.3    (meters)     214.     (feet)  GPS OBS   
 BU2005  ___________________________________________________________________
 BU2005  X           -     339,464.868 (meters)                     COMP
 BU2005  Y           -  -5,435,102.881 (meters)                     COMP
 BU2005  Z           -   3,309,340.360 (meters)                     COMP
 BU2005  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 BU2005  ELLIP HEIGHT-          38.45  (meters)          (07/29/02) GPS OBS
 BU2005  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BU2005
 BU2005  HORZ ORDER  -  FIRST
 BU2005  ELLP ORDER  -  FOURTH    CLASS I
 BU2005
 BU2005.The horizontal coordinates were established by GPS observations
 BU2005.and adjusted by the National Geodetic Survey in December 1992..
 BU2005
 BU2005.The orthometric height was determined by GPS observations and a
 BU2005.high-resolution geoid model.
 BU2005
 BU2005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2005
 BU2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2005
 BU2005.The ellipsoidal height was determined by GPS observations
 BU2005.and is referenced to NAD 83.
 BU2005
 BU2005.The geoid height was determined by GEOID03.
 BU2005
 BU2005;                    North         East     Units Scale Factor Converg.
 BU2005;SPC AL E     -   106,366.065   143,665.215   MT  0.99999913   -0 18 33.6
 BU2005;SPC AL W     -   162,135.033   702,067.214   MT  1.00006178   +0 33 37.8
 BU2005;UTM  16      - 3,480,509.793   554,527.519   MT  0.99963667   +0 17 58.3
 BU2005
 BU2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2005!SPC AL E     -   0.99999396  x   0.99999913  =   0.99999309
 BU2005!SPC AL W     -   0.99999396  x   1.00006178  =   1.00005574
 BU2005!UTM  16      -   0.99999396  x   0.99963667  =   0.99963063
 BU2005
 BU2005                          SUPERSEDED SURVEY CONTROL
 BU2005
 BU2005  ELLIP H (12/04/92)   38.52   (m)                       GP(       ) 4 1
 BU2005  NAD 83(1986)-  31 27 28.99663(N)    086 25 33.85765(W) AD(       ) 1
 BU2005  NAD 83(1986)-  31 27 28.99632(N)    086 25 33.85727(W) AD(       ) 1
 BU2005  NGVD 29 (12/04/92)   65.4    (m)          215.     (f) GPS OBS        
 BU2005
 BU2005.Superseded values are not recommended for survey control.
 BU2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2005.See file dsdata.txt to determine how the superseded data were derived.
 BU2005
 BU2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5452880510(NAD 83)
 BU2005_MARKER: DD = SURVEY DISK
 BU2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2005_SP_SET: CONCRETE POST
 BU2005_STAMPING: 20-11 1989
 BU2005_MARK LOGO: ALHD  
 BU2005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2005+STABILITY: SURFACE MOTION
 BU2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2005+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2005
 BU2005  HISTORY     - Date     Condition        Report By
 BU2005  HISTORY     - 1989     MONUMENTED       ALHD
 BU2005  HISTORY     - 19910621 GOOD             ALHD
 BU2005  HISTORY     - 19930608 GOOD             ALHD
 BU2005
 BU2005                          STATION DESCRIPTION
 BU2005
 BU2005'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2005'THE STATION IS LOCATED IS ON THE NORTH RIGHT OF WAY OF UNITED STATES
 BU2005'HIGHWAY 29, ABOUT 17.54 KM (10.90 MI) NORTH-NORTHEAST OF ANDALUSIA AND
 BU2005'7.08 KM (4.40 MI) SOUTHWEST OF DOZIER.
 BU2005'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 29 AND
 BU2005'COVINGTON COUNTY ROAD NO. 77 IN DOZIER, DRIVE SOUTHWEST ON HIGHWAY 29
 BU2005'FOR 4.35 KM (2.70 MI) TO THE CRENSHAW-COVINGTON COUNTY LINE, CONTINUE
 BU2005'SOUTHWEST ON HIGHWAY 29 FOR 2.82 KM (1.75 MI) TO MILE POST 58.95 AND
 BU2005'THE STATION ON THE RIGHT.
 BU2005'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 16.76 M (55.0 FT)
 BU2005'NORTH-NORTHWEST OF THE CENTER LINE OF HIGHWAY 29, 32.61 M (107.0 FT)
 BU2005'NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 136 ACROSS HIGHWAY 29,
 BU2005'32.74 M (107.4 FT) NORTHWEST OF A TELEPHONE CABLE POLE ACROSS HIGHWAY
 BU2005'29, 11.61 M (38.1 FT) EAST-NORTHEAST OF THE EAST ONE OF TWO CROSS TIE
 BU2005'BRACE POLES IN THE FENCE, 1.34 M (4.4 FT) SOUTH-SOUTHEAST OF A HOGWIRE
 BU2005'FENCE WITH TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 28.22 M
 BU2005'(92.6 FT) WEST-SOUTHWEST OF THE WEST GATE POST WITH A NO TRESSPASSING
 BU2005'SIGN, AND 1.19 M (3.9 FT) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 BU2005'STATION 20-10 CAN BE USED AS AN AZIMUTH.
 BU2005
 BU2005                          STATION RECOVERY (1991)
 BU2005
 BU2005'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2005'THE STATION IS LOCATED IS ON THE NORTH RIGHT OF WAY OF UNITED STATES
 BU2005'HIGHWAY 29, ABOUT 17.54 KM (10.90 MI) NORTH-NORTHEAST OF ANDALUSIA
 BU2005'AND 7.08 KM (4.40 MI) SOUTHWEST OF DOZIER.
 BU2005'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 29 AND
 BU2005'COVINGTON COUNTY ROAD NO. 77 IN DOZIER, DRIVE SOUTHWEST ON HIGHWAY 29
 BU2005'FOR 4.35 KM (2.70 MI) TO THE CRENSHAW-COVINGTON COUNTY LINE, CONTINUE
 BU2005'SOUTHWEST ON HIGHWAY 29 FOR 2.82 KM (1.75 MI) TO MILE POST 58.95 AND
 BU2005'THE STATION ON THE RIGHT.
 BU2005'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 16.76 M (54.99 FT)
 BU2005'NORTH-NORTHWEST OF THE CENTER LINE OF HIGHWAY 29, 32.61 M (106.99 FT)
 BU2005'NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 136 ACROSS HIGHWAY 29,
 BU2005'32.74 M (107.41 FT) NORTHWEST OF A TELEPHONE CABLE POLE ACROSS
 BU2005'HIGHWAY 29, 11.61 M (38.09 FT) EAST-NORTHEAST OF THE EAST ONE OF TWO
 BU2005'CROSS TIE BRACE POLES IN THE FENCE, 1.34 M (4.40 FT) SOUTH-SOUTHEAST
 BU2005'OF A HOGWIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON TREATED WOOD
 BU2005'POSTS, 28.22 M (92.59 FT) WEST-SOUTHWEST OF THE WEST GATE POST WITH A
 BU2005'NO TRESSPASSING SIGN, AND 1.19 M (3.90 FT) SOUTH-SOUTHEAST OF A
 BU2005'CARSONITE WITNESS POST.
 BU2005'STATION 20-10 CAN BE USED AS AN AZIMUTH.
 BU2005
 BU2005                          STATION RECOVERY (1993)
 BU2005
 BU2005'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2036 ***********************************************************************
 BU2036  DESIGNATION -  20 12
 BU2036  PID         -  BU2036
 BU2036  STATE/COUNTY-  AL/COVINGTON
 BU2036  USGS QUAD   -  RIVER FALLS (1984)
 BU2036
 BU2036                         *CURRENT SURVEY CONTROL
 BU2036  ___________________________________________________________________
 BU2036* NAD 83(1992)-  31 17 04.99635(N)    086 30 15.96185(W)     ADJUSTED  
 BU2036* NAVD 88     -       110.8    (meters)     364.     (feet)  VERTCON   
 BU2036  ___________________________________________________________________
 BU2036  X           -     332,643.377 (meters)                     COMP
 BU2036  Y           -  -5,445,586.844 (meters)                     COMP
 BU2036  Z           -   3,292,955.248 (meters)                     COMP
 BU2036  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BU2036  ELLIP HEIGHT-          83.84  (meters)          (07/29/02) GPS OBS
 BU2036  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BU2036
 BU2036  HORZ ORDER  -  FIRST
 BU2036  ELLP ORDER  -  FOURTH    CLASS I
 BU2036
 BU2036.The horizontal coordinates were established by GPS observations
 BU2036.and adjusted by the National Geodetic Survey in December 1992..
 BU2036
 BU2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2036
 BU2036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2036
 BU2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2036
 BU2036.The ellipsoidal height was determined by GPS observations
 BU2036.and is referenced to NAD 83.
 BU2036
 BU2036.The geoid height was determined by GEOID03.
 BU2036
 BU2036;                    North         East     Units Scale Factor Converg.
 BU2036;SPC AL E     -    87,191.034   136,100.139   MT  1.00001034   -0 20 54.6
 BU2036;UTM  16      - 3,461,262.823   547,168.873   MT  0.99962744   +0 15 26.5
 BU2036
 BU2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2036!SPC AL E     -   0.99998683  x   1.00001034  =   0.99999717
 BU2036!UTM  16      -   0.99998683  x   0.99962744  =   0.99961428
 BU2036
 BU2036|---------------------------------------------------------------------|
 BU2036| PID    Reference Object                     Distance      Geod. Az  |
 BU2036|                                                           dddmmss.s |
 BU2036| BU2037 20 13                               380.907 METERS 00822     |
 BU2036|---------------------------------------------------------------------|
 BU2036
 BU2036                          SUPERSEDED SURVEY CONTROL
 BU2036
 BU2036  ELLIP H (12/04/92)   83.88   (m)                       GP(       ) 4 1
 BU2036  NAD 83(1986)-  31 17 05.01049(N)    086 30 15.96609(W) AD(       ) 1
 BU2036  NGVD 29 (12/04/92)  110.8    (m)          364.     (f) GPS OBS        
 BU2036
 BU2036.Superseded values are not recommended for survey control.
 BU2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2036.See file dsdata.txt to determine how the superseded data were derived.
 BU2036
 BU2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4716961263(NAD 83)
 BU2036_MARKER: DD = SURVEY DISK
 BU2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2036_SP_SET: CONCRETE POST
 BU2036_STAMPING: 20-12 1990
 BU2036_MARK LOGO: ALHD  
 BU2036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2036+STABILITY: SURFACE MOTION
 BU2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2036+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1991
 BU2036
 BU2036  HISTORY     - Date     Condition        Report By
 BU2036  HISTORY     - 1990     MONUMENTED       ALHD
 BU2036  HISTORY     - 19910110 GOOD
 BU2036
 BU2036                          STATION DESCRIPTION
 BU2036
 BU2036'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2036'THE STATION IS LOCATED IN COVINGTON COUNTY ON THE EAST RIGHT OF WAY OF
 BU2036'U. S. 29 IN THE SOUTHWEST CORNER OF ANDALUSIA.
 BU2036'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND THE ALA 55
 BU2036'TRUCK ROUTE, MILE POST 42.55 ON U. S. 29, DRIVE NORTH ON U. S. 29
 BU2036'0.45 MI (0.72 KM) TO MILE POST 43.00 AND THE STATION ON THE RIGHT.
 BU2036'THE STATION IS 37.20 FT (11.34 M) EAST OF THE CENTERLINE OF U. S. 29,
 BU2036'67.59 FT (20.60 M) NORTH - NORTHEAST OF MILE POST 43, 78.41 FT
 BU2036'(23.90 M) NORTH OF A TELEPHONE CABLE POLE, 2.49 FT (0.76 M) WEST -
 BU2036'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2036'STATION 20 - 13 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2036
 BU2036                          STATION RECOVERY (1991)
 BU2036
 BU2036'RECOVERED 1991
 BU2036'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2037 ***********************************************************************
 BU2037  DESIGNATION -  20 13
 BU2037  PID         -  BU2037
 BU2037  STATE/COUNTY-  AL/COVINGTON
 BU2037  USGS QUAD   -  RIVER FALLS (1984)
 BU2037
 BU2037                         *CURRENT SURVEY CONTROL
 BU2037  ___________________________________________________________________
 BU2037* NAD 83(1992)-  31 17 17.23243(N)    086 30 13.86609(W)     ADJUSTED  
 BU2037* NAVD 88     -       110.58   (meters)     362.8    (feet)  N HEIGHT  
 BU2037  ___________________________________________________________________
 BU2037  X           -     332,686.760 (meters)                     COMP
 BU2037  Y           -  -5,445,387.915 (meters)                     COMP
 BU2037  Z           -   3,293,277.178 (meters)                     COMP
 BU2037  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BU2037  ELLIP HEIGHT-          83.60  (meters)          (07/29/02) GPS OBS
 BU2037  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BU2037  DYNAMIC HT  -         110.44  (meters)     362.3   (feet)  COMP
 BU2037  MODELED GRAV-     979,406.8   (mgal)                       NAVD 88
 BU2037
 BU2037  HORZ ORDER  -  FIRST
 BU2037  VERT ORDER  -  THIRD
 BU2037  ELLP ORDER  -  FOURTH    CLASS I
 BU2037
 BU2037.The horizontal coordinates were established by GPS observations
 BU2037.and adjusted by the National Geodetic Survey in December 1992..
 BU2037
 BU2037.The orthometric height was determined by differential leveling
 BU2037.and adjusted by the National Geodetic Survey in September 1998..
 BU2037.The height was determined by precise leveling from only one NSRS
 BU2037.bench mark.  This was not adequate "tie leveling" to NSRS and was
 BU2037.allowed ONLY to validate the GPS-derived height.
 BU2037
 BU2037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2037
 BU2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2037
 BU2037.The ellipsoidal height was determined by GPS observations
 BU2037.and is referenced to NAD 83.
 BU2037
 BU2037.The geoid height was determined by GEOID03.
 BU2037
 BU2037.The dynamic height is computed by dividing the NAVD 88
 BU2037.geopotential number by the normal gravity value computed on the
 BU2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU2037.degrees latitude (g = 980.6199 gals.).
 BU2037
 BU2037.The modeled gravity was interpolated from observed gravity values.
 BU2037
 BU2037;                    North         East     Units Scale Factor Converg.
 BU2037;SPC AL E     -    87,567.547   136,157.862   MT  1.00001025   -0 20 53.7
 BU2037;UTM  16      - 3,461,639.780   547,222.590   MT  0.99962750   +0 15 27.6
 BU2037
 BU2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2037!SPC AL E     -   0.99998687  x   1.00001025  =   0.99999712
 BU2037!UTM  16      -   0.99998687  x   0.99962750  =   0.99961438
 BU2037
 BU2037|---------------------------------------------------------------------|
 BU2037| PID    Reference Object                     Distance      Geod. Az  |
 BU2037|                                                           dddmmss.s |
 BU2037| BU2036 20 12                               380.907 METERS 18822     |
 BU2037|---------------------------------------------------------------------|
 BU2037
 BU2037                          SUPERSEDED SURVEY CONTROL
 BU2037
 BU2037  ELLIP H (12/04/92)   83.64   (m)                       GP(       ) 4 1
 BU2037  NAD 83(1986)-  31 17 17.24658(N)    086 30 13.87035(W) AD(       ) 1
 BU2037  NGVD 29 (04/25/90)  110.61   (m)          362.9    (f) N HEIGHT    3  
 BU2037
 BU2037.Superseded values are not recommended for survey control.
 BU2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2037.See file dsdata.txt to determine how the superseded data were derived.
 BU2037
 BU2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4722361640(NAD 83)
 BU2037_MARKER: DD = SURVEY DISK
 BU2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2037_SP_SET: CONCRETE POST
 BU2037_STAMPING: 20-13 1990
 BU2037_MARK LOGO: ALHD  
 BU2037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2037+STABILITY: SURFACE MOTION
 BU2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2037+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1991
 BU2037
 BU2037  HISTORY     - Date     Condition        Report By
 BU2037  HISTORY     - 1990     MONUMENTED       ALHD
 BU2037  HISTORY     - 19910110 GOOD
 BU2037
 BU2037                          STATION DESCRIPTION
 BU2037
 BU2037'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2037'THE STATION IS LOCATED IN COVINGTON COUNTY ON THE WEST RIGHT OF WAY OF
 BU2037'U. S. 29 IN THE SOUTHWEST CORNER OF ANDALUSIA.
 BU2037'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND THE ALA 55
 BU2037'TRUCK ROUTE, MILE POST 42.55 ON U. S. 29, DRIVE NORTH ON U. S. 29
 BU2037'0.70 MI (1.13 KM) TO MILE POST 43.25 AND THE STATION ON THE LEFT.
 BU2037'THE STATION IS 2.49 FT (0.76 M) EAST OF AN OLD BOARD FENCE, 23.00 FT
 BU2037'(7.01 M) SOUTHWEST OF A 55 MPH SPEED LIMIT SIGN, 33.20 FT (10.12 M)
 BU2037'WEST OF THE CENTERLINE OF U. S. 29, 126.80 FT (38.65 M) NORTH OF A
 BU2037'POWER POLE WITH A GUY POLE ACROSS U. S. 29, 2.20 FT (0.67 M) EAST -
 BU2037'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2037'STATION 20 - 12 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2037
 BU2037                          STATION RECOVERY (1991)
 BU2037
 BU2037'RECOVERED 1991
 BU2037'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2038 ***********************************************************************
 BU2038  DESIGNATION -  20 14
 BU2038  PID         -  BU2038
 BU2038  STATE/COUNTY-  AL/COVINGTON
 BU2038  USGS QUAD   -  DIXIE (1981)
 BU2038
 BU2038                         *CURRENT SURVEY CONTROL
 BU2038  ___________________________________________________________________
 BU2038* NAD 83(1992)-  31 09 03.42574(N)    086 38 09.91801(W)     ADJUSTED  
 BU2038* NAVD 88     -        90.7    (meters)     298.     (feet)  VERTCON   
 BU2038  ___________________________________________________________________
 BU2038  X           -     320,579.673 (meters)                     COMP
 BU2038  Y           -  -5,453,993.574 (meters)                     COMP
 BU2038  Z           -   3,280,260.786 (meters)                     COMP
 BU2038  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BU2038  ELLIP HEIGHT-          63.77  (meters)          (07/29/02) GPS OBS
 BU2038  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BU2038
 BU2038  HORZ ORDER  -  FIRST
 BU2038  ELLP ORDER  -  FOURTH    CLASS I
 BU2038
 BU2038.The horizontal coordinates were established by GPS observations
 BU2038.and adjusted by the National Geodetic Survey in December 1992..
 BU2038
 BU2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2038
 BU2038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2038
 BU2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2038
 BU2038.The ellipsoidal height was determined by GPS observations
 BU2038.and is referenced to NAD 83.
 BU2038
 BU2038.The geoid height was determined by GEOID03.
 BU2038
 BU2038;                    North         East     Units Scale Factor Converg.
 BU2038;SPC AL E     -    72,443.215   123,456.398   MT  1.00003224   -0 24 55.0
 BU2038;UTM  16      - 3,446,388.341   534,686.476   MT  0.99961484   +0 11 17.7
 BU2038
 BU2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2038!SPC AL E     -   0.99998999  x   1.00003224  =   1.00002223
 BU2038!UTM  16      -   0.99998999  x   0.99961484  =   0.99960483
 BU2038
 BU2038:                Primary Azimuth Mark                     Grid Az
 BU2038:SPC AL E     -  B 17                                     060 42 18.2
 BU2038:UTM  16      -  B 17                                     060 06 05.5
 BU2038
 BU2038|---------------------------------------------------------------------|
 BU2038| PID    Reference Object                     Distance      Geod. Az  |
 BU2038|                                                           dddmmss.s |
 BU2038| BU0407 B 17                                APPROX. 0.6 KM 0601723.2 |
 BU2038|---------------------------------------------------------------------|
 BU2038
 BU2038                          SUPERSEDED SURVEY CONTROL
 BU2038
 BU2038  ELLIP H (12/04/92)   63.81   (m)                       GP(       ) 4 1
 BU2038  NAD 83(1992)-  31 09 03.43654(N)    086 38 09.92038(W) AD(       ) 1
 BU2038  NGVD 29 (12/04/92)   90.8    (m)          298.     (f) GPS OBS        
 BU2038
 BU2038.Superseded values are not recommended for survey control.
 BU2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2038.See file dsdata.txt to determine how the superseded data were derived.
 BU2038
 BU2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3468646388(NAD 83)
 BU2038_MARKER: DD = SURVEY DISK
 BU2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2038_SP_SET: CONCRETE POST
 BU2038_STAMPING: 20-14 1990
 BU2038_MARK LOGO: ALHD  
 BU2038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2038+STABILITY: SURFACE MOTION
 BU2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2038+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1991
 BU2038
 BU2038  HISTORY     - Date     Condition        Report By
 BU2038  HISTORY     - 1990     MONUMENTED       ALHD
 BU2038  HISTORY     - 19910111 GOOD
 BU2038
 BU2038                          STATION DESCRIPTION
 BU2038
 BU2038'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2038'THE STATION IS LOCATED IN COVINGTON COUNTY ON THE NORTHWEST RIGHT OF
 BU2038'WAY OF U. S. 29, ABOUT 14.10 MI (22.69 KM) SOUTHWEST OF ANDALUSIA AND
 BU2038'ABOUT 20.70 MI (33.31 KM) NORTHWEST OF FLORALA.
 BU2038'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ALA 55 TRUCK
 BU2038'ROUTE, MILE POST 42.55 ON U. S. 29, DRIVE SOUTH ON U. S. 29 12.45 MI
 BU2038'(20.04 KM) TO MILE POST 30.10 AND THE STATION ON THE RIGHT.
 BU2038'THE STATION IS 41.01 FT (12.50 M) NORTHWEST OF THE CENTERLINE OF U. S.
 BU2038'29, 69.59 FT (21.21 M) EAST - NORTHEAST OF A POWER POLE, 2.59 FT
 BU2038'(0.79 M) SOUTH - SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH
 BU2038'WITH THE GROUND.
 BU2038'BENCH MARK B 17 1934 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2038
 BU2038                          STATION RECOVERY (1991)
 BU2038
 BU2038'RECOVERED 1991
 BU2038'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2039 ***********************************************************************
 BU2039  DESIGNATION -  20 15
 BU2039  PID         -  BU2039
 BU2039  STATE/COUNTY-  AL/COVINGTON
 BU2039  USGS QUAD   -  ONYCHA (1971)
 BU2039
 BU2039                         *CURRENT SURVEY CONTROL
 BU2039  ___________________________________________________________________
 BU2039* NAD 83(1992)-  31 08 19.25806(N)    086 17 36.11922(W)     ADJUSTED  
 BU2039* NAVD 88     -        68.0    (meters)     223.     (feet)  VERTCON   
 BU2039  ___________________________________________________________________
 BU2039  X           -     353,241.714 (meters)                     COMP
 BU2039  Y           -  -5,452,661.090 (meters)                     COMP
 BU2039  Z           -   3,279,084.825 (meters)                     COMP
 BU2039  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 BU2039  ELLIP HEIGHT-          41.05  (meters)          (07/29/02) GPS OBS
 BU2039  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 BU2039
 BU2039  HORZ ORDER  -  FIRST
 BU2039  ELLP ORDER  -  FOURTH    CLASS I
 BU2039
 BU2039.The horizontal coordinates were established by GPS observations
 BU2039.and adjusted by the National Geodetic Survey in December 1992..
 BU2039
 BU2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2039
 BU2039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2039
 BU2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2039
 BU2039.The ellipsoidal height was determined by GPS observations
 BU2039.and is referenced to NAD 83.
 BU2039
 BU2039.The geoid height was determined by GEOID03.
 BU2039
 BU2039;                    North         East     Units Scale Factor Converg.
 BU2039;SPC AL E     -    70,896.684   156,130.122   MT  0.99998373   -0 14 16.4
 BU2039;UTM  16      - 3,445,186.447   567,362.497   MT  0.99965597   +0 21 55.5
 BU2039
 BU2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2039!SPC AL E     -   0.99999355  x   0.99998373  =   0.99997728
 BU2039!UTM  16      -   0.99999355  x   0.99965597  =   0.99964953
 BU2039
 BU2039:                Primary Azimuth Mark                     Grid Az
 BU2039:SPC AL E     -  P 29                                     005 14 35.5
 BU2039:UTM  16      -  P 29                                     004 38 23.6
 BU2039
 BU2039|---------------------------------------------------------------------|
 BU2039| PID    Reference Object                     Distance      Geod. Az  |
 BU2039|                                                           dddmmss.s |
 BU2039| BU0249 P 29                                APPROX. 0.6 KM 0050019.1 |
 BU2039|---------------------------------------------------------------------|
 BU2039
 BU2039                          SUPERSEDED SURVEY CONTROL
 BU2039
 BU2039  ELLIP H (12/04/92)   41.11   (m)                       GP(       ) 4 1
 BU2039  NAD 83(1992)-  31 08 19.26910(N)    086 17 36.12483(W) AD(       ) 1
 BU2039  NGVD 29 (12/04/92)   68.1    (m)          223.     (f) GPS OBS        
 BU2039
 BU2039.Superseded values are not recommended for survey control.
 BU2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2039.See file dsdata.txt to determine how the superseded data were derived.
 BU2039
 BU2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6736245186(NAD 83)
 BU2039_MARKER: DD = SURVEY DISK
 BU2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2039_SP_SET: CONCRETE POST
 BU2039_STAMPING: 20-15 1990
 BU2039_MARK LOGO: ALHD  
 BU2039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2039+STABILITY: SURFACE MOTION
 BU2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2039+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1991
 BU2039
 BU2039  HISTORY     - Date     Condition        Report By
 BU2039  HISTORY     - 1990     MONUMENTED       ALHD
 BU2039  HISTORY     - 19910117 GOOD
 BU2039
 BU2039                          STATION DESCRIPTION
 BU2039
 BU2039'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2039'THE STATION IS LOCATED IN COVINGTON COUNTY ON A GULF POWER COMPANY
 BU2039'HIGH VOLTAGE TRANSMISSION LINE EASEMENT, ABOUT 16.09 KM (10.00 MI)
 BU2039'SOUTH - SOUTHWEST OF OPP AND ABOUT 14.81 KM (9.20 MI) NORTH -
 BU2039'NORTHEAST OF FLORALA.
 BU2039'TO REACH THE STATION FROM THE JUNCTION OF U. S. 331 AND ALA 52 EAST,
 BU2039'MILE POST 20.55 ON U. S. 331, IN OPP, DRIVE SOUTH 16.17 KM
 BU2039'(10.05 MI) TO A DIRT ROAD LEFT, TURN LEFT AND DRIVE EAST 0.08 KM
 BU2039'(0.05 MI) TO THE STATION ON THE RIGHT UNDER A HIGH VOLTAGE
 BU2039'TRANSMISSION LINE.
 BU2039'THE STATION IS 13.72 M (45.01 FT) SOUTH - SOUTHWESTN OF THE CENTER OF
 BU2039'A DIRT ROAD, 20.88 M (68.50 FT) NORTH OF THE EAST POLE IN POWER LINE
 BU2039'BENT NO. 99, 20.91 M (68.60 FT) NORTH - NORTHEAST OF THE WEST POLE IN
 BU2039'POWER LINE BENT NO. 99, 1.01 M (3.31 FT) NORTH - NORTHEAST OF A
 BU2039'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2039'BENCH MARK P 29 1934 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2039
 BU2039                          STATION RECOVERY (1991)
 BU2039
 BU2039'RECOVERED 1991
 BU2039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2162 ***********************************************************************
 BU2162  DESIGNATION -  20 16
 BU2162  PID         -  BU2162
 BU2162  STATE/COUNTY-  AL/COVINGTON
 BU2162  USGS QUAD   -  RED LEVEL (1986)
 BU2162
 BU2162                         *CURRENT SURVEY CONTROL
 BU2162  ___________________________________________________________________
 BU2162* NAD 83(1992)-  31 29 30.19582(N)    086 33 53.76087(W)     ADJUSTED  
 BU2162* NAVD 88     -       114.8    (meters)     377.     (feet)  GPS OBS   
 BU2162  ___________________________________________________________________
 BU2162  X           -     326,177.042 (meters)                     COMP
 BU2162  Y           -  -5,434,005.894 (meters)                     COMP
 BU2162  Z           -   3,312,550.159 (meters)                     COMP
 BU2162  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 BU2162  ELLIP HEIGHT-          87.79  (meters)          (07/29/02) GPS OBS
 BU2162  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BU2162
 BU2162  HORZ ORDER  -  FIRST
 BU2162  ELLP ORDER  -  FOURTH    CLASS I
 BU2162
 BU2162.The horizontal coordinates were established by GPS observations
 BU2162.and adjusted by the National Geodetic Survey in March 1994..
 BU2162
 BU2162.The orthometric height was determined by GPS observations and a
 BU2162.high-resolution geoid model.
 BU2162
 BU2162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2162
 BU2162.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2162
 BU2162.The ellipsoidal height was determined by GPS observations
 BU2162.and is referenced to NAD 83.
 BU2162
 BU2162.The geoid height was determined by GEOID03.
 BU2162
 BU2162;                    North         East     Units Scale Factor Converg.
 BU2162;SPC AL E     -   110,178.948   130,492.071   MT  1.00001957   -0 22 55.9
 BU2162;SPC AL W     -   165,747.531   688,837.190   MT  1.00003064   +0 29 18.6
 BU2162;UTM  16      - 3,484,181.011   541,319.609   MT  0.99962106   +0 13 38.2
 BU2162
 BU2162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2162!SPC AL E     -   0.99998621  x   1.00001957  =   1.00000578
 BU2162!SPC AL W     -   0.99998621  x   1.00003064  =   1.00001685
 BU2162!UTM  16      -   0.99998621  x   0.99962106  =   0.99960728
 BU2162
 BU2162:                Primary Azimuth Mark                     Grid Az
 BU2162:SPC AL E     -  20 17                                    081 44 43.3
 BU2162:SPC AL W     -  20 17                                    080 52 28.8
 BU2162:UTM  16      -  20 17                                    081 08 09.2
 BU2162
 BU2162|---------------------------------------------------------------------|
 BU2162| PID    Reference Object                     Distance      Geod. Az  |
 BU2162|                                                           dddmmss.s |
 BU2162| BU2163 20 17                               APPROX. 0.5 KM 0812147.4 |
 BU2162|---------------------------------------------------------------------|
 BU2162
 BU2162                          SUPERSEDED SURVEY CONTROL
 BU2162
 BU2162  ELLIP H (03/24/94)   87.82   (m)                       GP(       ) 4 1
 BU2162  NGVD 29 (05/23/94)  114.8    (m)          377.     (f) GPS OBS        
 BU2162
 BU2162.Superseded values are not recommended for survey control.
 BU2162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2162.See file dsdata.txt to determine how the superseded data were derived.
 BU2162
 BU2162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4132084181(NAD 83)
 BU2162_MARKER: DD = SURVEY DISK
 BU2162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2162_SP_SET: CONCRETE POST
 BU2162_STAMPING: 20-16 1993
 BU2162_MARK LOGO: ALHD  
 BU2162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2162+STABILITY: SURFACE MOTION
 BU2162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2162+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2162
 BU2162  HISTORY     - Date     Condition        Report By
 BU2162  HISTORY     - 1993     MONUMENTED       ALHD
 BU2162
 BU2162                          STATION DESCRIPTION
 BU2162
 BU2162'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2162'THE STATION IS IN COVINGTON COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2162'COVINGTON COUNTY ROAD 23 ABOUT 6.50 MI (10.46 KM) NORTH-NORTHEAST OF
 BU2162'RED LEVEL AND ABOUT 13.50 MI (21.73 KM) NORTH-NORTHWEST OF ANDALUSIA.
 BU2162'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 NORTH
 BU2162'(MILEPOST 128.53 ON U.S. 84 AND MILEPOST 31.54 ON AL 55) IN RIVER
 BU2162'FALLS, DRIVE NORTHWEST ON AL 55 FOR 8.35 MI (13.44 KM) TO MILEPOST
 BU2162'39.90 AND COVINGTON COUNTY ROAD 107 RIGHT.  TURN RIGHT ON COVINGTON
 BU2162'COUNTY ROAD 107 AND DRIVE NORTH FOR 0.10 MI (0.16 KM) TO A
 BU2162'T-INTERSECTION WITH COVINGTON COUNTY ROAD 107 STRAIGHT AND COVINGTON
 BU2162'COUNTY ROAD 51 RIGHT.  TURN RIGHT ON COVINGTON COUNTY ROAD 51 AND
 BU2162'DRIVE FOR 3.05 MI (4.91 KM) TO A REVERSE Y-INTERSECTION WITH
 BU2162'COVINGTON COUNTY ROAD 23 RUNNING NORTH AND SOUTH. CONTINUE NORTH AND
 BU2162'NORTHEAST ON COVINGTON COUNTY ROAD 23 FOR 1.90 MI (3.06 KM) TO THE
 BU2162'STATION ON THE LEFT.
 BU2162'THE STATION IS 2.7 FT (0.8 M) SOUTH OF A HOG WIRE FENCE WITH TWO
 BU2162'STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 36.9 FT (11.2 M) NORTH OF
 BU2162'THE CENTERLINE OF COVINGTON COUNTY ROAD 23, 169.3 FT (51.6 M)
 BU2162'WEST-SOUTHWEST OF A POWER POLE, 261.0 FT (79.6 M) EAST-NORTHEAST OF
 BU2162'TELEPHONE CABLE PEDESTAL 133, 262.8 FT (80.1 M) EAST-NORTHEAST OF A
 BU2162'POWER POLE, 266.5 FT (81.2 M) EAST-NORTHEAST OF A BURIED CABLE SIGN,
 BU2162'2.6 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 BU2162'THE GROUND.
 BU2162'STATION 20-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2163 ***********************************************************************
 BU2163  DESIGNATION -  20 17
 BU2163  PID         -  BU2163
 BU2163  STATE/COUNTY-  AL/COVINGTON
 BU2163  USGS QUAD   -  RED LEVEL (1986)
 BU2163
 BU2163                         *CURRENT SURVEY CONTROL
 BU2163  ___________________________________________________________________
 BU2163* NAD 83(1992)-  31 29 32.84089(N)    086 33 33.43505(W)     ADJUSTED  
 BU2163* NAVD 88     -       121.0    (meters)     397.     (feet)  GPS OBS   
 BU2163  ___________________________________________________________________
 BU2163  X           -     326,710.289 (meters)                     COMP
 BU2163  Y           -  -5,433,936.616 (meters)                     COMP
 BU2163  Z           -   3,312,622.924 (meters)                     COMP
 BU2163  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 BU2163  ELLIP HEIGHT-          94.10  (meters)          (07/29/02) GPS OBS
 BU2163  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BU2163
 BU2163  HORZ ORDER  -  FIRST
 BU2163  ELLP ORDER  -  FOURTH    CLASS I
 BU2163
 BU2163.The horizontal coordinates were established by GPS observations
 BU2163.and adjusted by the National Geodetic Survey in March 1994..
 BU2163
 BU2163.The orthometric height was determined by GPS observations and a
 BU2163.high-resolution geoid model.
 BU2163
 BU2163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2163
 BU2163.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2163
 BU2163.The ellipsoidal height was determined by GPS observations
 BU2163.and is referenced to NAD 83.
 BU2163
 BU2163.The geoid height was determined by GEOID03.
 BU2163
 BU2163;                    North         East     Units Scale Factor Converg.
 BU2163;SPC AL E     -   110,256.850   131,029.044   MT  1.00001865   -0 22 45.3
 BU2163;SPC AL W     -   165,833.585   689,372.925   MT  1.00003182   +0 29 29.2
 BU2163;UTM  16      - 3,484,264.587   541,855.511   MT  0.99962161   +0 13 48.8
 BU2163
 BU2163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2163!SPC AL E     -   0.99998522  x   1.00001865  =   1.00000387
 BU2163!SPC AL W     -   0.99998522  x   1.00003182  =   1.00001704
 BU2163!UTM  16      -   0.99998522  x   0.99962161  =   0.99960684
 BU2163
 BU2163:                Primary Azimuth Mark                     Grid Az
 BU2163:SPC AL E     -  20 16                                    261 44 43.3
 BU2163:SPC AL W     -  20 16                                    260 52 28.8
 BU2163:UTM  16      -  20 16                                    261 08 09.2
 BU2163
 BU2163|---------------------------------------------------------------------|
 BU2163| PID    Reference Object                     Distance      Geod. Az  |
 BU2163|                                                           dddmmss.s |
 BU2163| BU2162 20 16                               APPROX. 0.5 KM 2612158.0 |
 BU2163|---------------------------------------------------------------------|
 BU2163
 BU2163                          SUPERSEDED SURVEY CONTROL
 BU2163
 BU2163  ELLIP H (03/24/94)   94.13   (m)                       GP(       ) 4 1
 BU2163  NGVD 29 (05/23/94)  121.1    (m)          397.     (f) GPS OBS        
 BU2163
 BU2163.Superseded values are not recommended for survey control.
 BU2163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2163.See file dsdata.txt to determine how the superseded data were derived.
 BU2163
 BU2163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4185684265(NAD 83)
 BU2163_MARKER: DD = SURVEY DISK
 BU2163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2163_SP_SET: CONCRETE POST
 BU2163_STAMPING: 20-17 1993
 BU2163_MARK LOGO: ALHD  
 BU2163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2163+STABILITY: SURFACE MOTION
 BU2163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2163+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2163
 BU2163  HISTORY     - Date     Condition        Report By
 BU2163  HISTORY     - 1993     MONUMENTED       ALHD
 BU2163
 BU2163                          STATION DESCRIPTION
 BU2163
 BU2163'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2163'THE STATION IS IN COVINGTON COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2163'COVINGTON COUNTY ROAD 23 ABOUT 6.10 MI (9.82 KM) NORTH-NORTHEAST OF
 BU2163'RED LEVEL AND ABOUT 13.40 MI (21.56 KM) NORTH-NORTHWEST OF ANDALUSIA.
 BU2163'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 NORTH
 BU2163'(MILEPOST 128.53 ON U.S. 84 AND MILEPOST 31.54 ON AL 55) IN RIVER
 BU2163'FALLS, DRIVE NORTHWEST ON AL 55 FOR 8.35 MI (13.44 KM) TO MILEPOST
 BU2163'39.90 AND COVINGTON COUNTY ROAD 107 RIGHT.  TURN RIGHT ON COVINGTON
 BU2163'COUNTY ROAD 107 AND DRIVE NORTH FOR 0.10 MI (0.16 KM) TO A
 BU2163'T-INTERSECTION WITH COVINGTON COUNTY ROAD 107 STRAIGHT AHEAD AND
 BU2163'COVINGTON COUNTY ROAD 51 RIGHT.  TURN RIGHT ON COVINGTON COUNTY ROAD
 BU2163'51 AND DRIVE NORTHEAST FOR 3.05 MI (4.91 KM) TO A REVERSE
 BU2163'Y-INTERSECTION WITH COVINGTON COUNTY ROAD 23 RUNNING NORTH AND SOUTH.
 BU2163'CONTINUE NORTH AND NORTHEAST ON COVINGTON COUNTY ROAD 23 FOR 2.25 MI
 BU2163'(3.62 KM) TO THE STATION ON THE LEFT.
 BU2163'THE STATION IS 2.9 FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH ONE
 BU2163'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 48.6 FT (14.8 M) NORTH
 BU2163'OF THE CENTERLINE OF COVINGTON COUNTY ROAD 23, 70.5 FT (21.5 M) WEST
 BU2163'OF THE CENTER OF A FOUR-FOOT WHITE BOARD GATE IN THE FENCELINE, 71.0
 BU2163'FT (21.6 M) NORTH-NORTHWEST OF THE CENTER OF A FIELD DRIVEWAY ACROSS
 BU2163'THE ROAD, 2.7 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST AND SET
 BU2163'FLUSH WITH THE GROUND.
 BU2163'STATION 20-16 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2164 ***********************************************************************
 BU2164  DESIGNATION -  20 18
 BU2164  PID         -  BU2164
 BU2164  STATE/COUNTY-  AL/COVINGTON
 BU2164  USGS QUAD   -  BROOKS (1984)
 BU2164
 BU2164                         *CURRENT SURVEY CONTROL
 BU2164  ___________________________________________________________________
 BU2164* NAD 83(1992)-  31 22 54.18946(N)    086 38 15.49778(W)     ADJUSTED  
 BU2164* NAVD 88     -       107.6    (meters)     353.     (feet)  GPS OBS   
 BU2164  ___________________________________________________________________
 BU2164  X           -     319,654.107 (meters)                     COMP
 BU2164  Y           -  -5,440,759.617 (meters)                     COMP
 BU2164  Z           -   3,302,139.837 (meters)                     COMP
 BU2164  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 BU2164  ELLIP HEIGHT-          80.53  (meters)          (07/29/02) GPS OBS
 BU2164  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BU2164
 BU2164  HORZ ORDER  -  FIRST
 BU2164  ELLP ORDER  -  FOURTH    CLASS I
 BU2164
 BU2164.The horizontal coordinates were established by GPS observations
 BU2164.and adjusted by the National Geodetic Survey in March 1994..
 BU2164
 BU2164.The orthometric height was determined by GPS observations and a
 BU2164.high-resolution geoid model.
 BU2164
 BU2164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2164
 BU2164.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2164
 BU2164.The ellipsoidal height was determined by GPS observations
 BU2164.and is referenced to NAD 83.
 BU2164
 BU2164.The geoid height was determined by GEOID03.
 BU2164
 BU2164;                    North         East     Units Scale Factor Converg.
 BU2164;SPC AL E     -    98,030.586   123,495.035   MT  1.00003216   -0 25 07.9
 BU2164;SPC AL W     -   153,494.440   682,025.288   MT  1.00001629   +0 26 56.7
 BU2164;UTM  16      - 3,471,964.010   534,454.788   MT  0.99961464   +0 11 19.3
 BU2164
 BU2164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2164!SPC AL E     -   0.99998735  x   1.00003216  =   1.00001951
 BU2164!SPC AL W     -   0.99998735  x   1.00001629  =   1.00000364
 BU2164!UTM  16      -   0.99998735  x   0.99961464  =   0.99960200
 BU2164
 BU2164                          SUPERSEDED SURVEY CONTROL
 BU2164
 BU2164  ELLIP H (03/24/94)   80.57   (m)                       GP(       ) 4 1
 BU2164  NGVD 29 (05/23/94)  107.6    (m)          353.     (f) GPS OBS        
 BU2164
 BU2164.Superseded values are not recommended for survey control.
 BU2164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2164.See file dsdata.txt to determine how the superseded data were derived.
 BU2164
 BU2164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3445571964(NAD 83)
 BU2164_MARKER: DD = SURVEY DISK
 BU2164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2164_SP_SET: CONCRETE POST
 BU2164_STAMPING: 20-18 1993
 BU2164_MARK LOGO: ALHD  
 BU2164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2164+STABILITY: SURFACE MOTION
 BU2164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2164+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2164
 BU2164  HISTORY     - Date     Condition        Report By
 BU2164  HISTORY     - 1993     MONUMENTED       ALHD
 BU2164
 BU2164                          STATION DESCRIPTION
 BU2164
 BU2164'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2164'THE STATION IS IN COVINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF U.S.
 BU2164'84 ABOUT 2.50 MI (4.02 KM) SOUTHWEST OF RED LEVEL AND ABOUT 5.90 MI
 BU2164'(9.49 KM) NORTHWEST OF RIVER FALLS.
 BU2164'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 NORTH
 BU2164'(MILEPOST 128.53 ON U.S. 84 AND MILEPOST 31.54 ON AL 55) IN RIVER
 BU2164'FALLS, DRIVE WEST AND NORTHWEST ON U.S. 84 FOR 6.20 MI (9.98 KM) TO
 BU2164'MILEPOST 122.35 AND THE STATION ON THE LEFT IN FRONT OF A BURNT DOWN
 BU2164'NIGHT CLUB.
 BU2164'THE STATION IS 2.3 FT (0.7 M) SOUTH-SOUTHWEST OF THE SOUTH CONCRETE
 BU2164'CURB AROUND A GRASS ISLAND, 29.6 FT (9.0 M) SOUTH-SOUTHWEST OF THE
 BU2164'CENTERLINE OF U.S. 84, 34.4 FT (10.5 M) WEST-NORTHWEST OF A FIVE-FOOT
 BU2164'REFLECTOR POST, 60.6 FT (18.5 M) NORTH-NORTHWEST OF A TELEPHONE CABLE
 BU2164'POLE, 61.0 FT (18.6 M) SOUTHEAST OF A FIVE-FOOT REFLECTOR POST, 84.7
 BU2164'FT (25.8 M) NORTH OF A SECURITY LIGHT POLE, 2.0 FT (0.6 M) NORTHEAST
 BU2164'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2164'STATION 20-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2165 ***********************************************************************
 BU2165  DESIGNATION -  20 19
 BU2165  PID         -  BU2165
 BU2165  STATE/COUNTY-  AL/COVINGTON
 BU2165  USGS QUAD   -  BROOKS (1984)
 BU2165
 BU2165                         *CURRENT SURVEY CONTROL
 BU2165  ___________________________________________________________________
 BU2165* NAD 83(1992)-  31 22 46.59823(N)    086 37 55.80366(W)     ADJUSTED  
 BU2165* NAVD 88     -       105.3    (meters)     345.     (feet)  GPS OBS   
 BU2165  ___________________________________________________________________
 BU2165  X           -     320,180.627 (meters)                     COMP
 BU2165  Y           -  -5,440,848.691 (meters)                     COMP
 BU2165  Z           -   3,301,939.060 (meters)                     COMP
 BU2165  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 BU2165  ELLIP HEIGHT-          78.28  (meters)          (07/29/02) GPS OBS
 BU2165  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BU2165
 BU2165  HORZ ORDER  -  FIRST
 BU2165  ELLP ORDER  -  FOURTH    CLASS I
 BU2165
 BU2165.The horizontal coordinates were established by GPS observations
 BU2165.and adjusted by the National Geodetic Survey in March 1994..
 BU2165
 BU2165.The orthometric height was determined by GPS observations and a
 BU2165.high-resolution geoid model.
 BU2165
 BU2165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2165
 BU2165.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2165
 BU2165.The ellipsoidal height was determined by GPS observations
 BU2165.and is referenced to NAD 83.
 BU2165
 BU2165.The geoid height was determined by GEOID03.
 BU2165
 BU2165;                    North         East     Units Scale Factor Converg.
 BU2165;SPC AL E     -    97,792.992   124,013.712   MT  1.00003119   -0 24 57.5
 BU2165;SPC AL W     -   153,264.733   682,547.496   MT  1.00001735   +0 27 06.9
 BU2165;UTM  16      - 3,471,732.026   534,975.738   MT  0.99961509   +0 11 29.5
 BU2165
 BU2165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2165!SPC AL E     -   0.99998771  x   1.00003119  =   1.00001890
 BU2165!SPC AL W     -   0.99998771  x   1.00001735  =   1.00000506
 BU2165!UTM  16      -   0.99998771  x   0.99961509  =   0.99960280
 BU2165
 BU2165                          SUPERSEDED SURVEY CONTROL
 BU2165
 BU2165  ELLIP H (03/24/94)   78.32   (m)                       GP(       ) 4 1
 BU2165  NGVD 29 (05/23/94)  105.4    (m)          346.     (f) GPS OBS        
 BU2165
 BU2165.Superseded values are not recommended for survey control.
 BU2165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2165.See file dsdata.txt to determine how the superseded data were derived.
 BU2165
 BU2165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3497671732(NAD 83)
 BU2165_MARKER: DD = SURVEY DISK
 BU2165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2165_SP_SET: CONCRETE POST
 BU2165_STAMPING: 20-19 1993
 BU2165_MARK LOGO: ALHD  
 BU2165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2165+STABILITY: SURFACE MOTION
 BU2165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2165+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2165
 BU2165  HISTORY     - Date     Condition        Report By
 BU2165  HISTORY     - 1993     MONUMENTED       ALHD
 BU2165
 BU2165                          STATION DESCRIPTION
 BU2165
 BU2165'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2165'THE STATION IS IN COVINGTON COUNTY ON THE NORTH RIGHT OF WAY OF U.S.
 BU2165'84 ABOUT 2.25 MI (3.62 KM) SOUTHWEST OF RED LEVEL AND ABOUT 5.50 MI
 BU2165'(8.85 KM) NORTHWEST OF RIVER FALLS.
 BU2165'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 NORTH
 BU2165'(MILEPOST 128.53 ON U.S. 84 AND MILEPOST 31.54 ON AL 55) IN RIVER
 BU2165'FALLS, DRIVE WEST AND NORTHWEST ON U.S. 84 FOR 5.80 MI (9.33 KM) TO
 BU2165'MILEPOST 122.75 AND THE STATION ON THE RIGHT.
 BU2165'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A HOG WIRE FENCE WITH
 BU2165'TWO STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 60.7 FT (18.5 M)
 BU2165'NORTH-NORTHEAST OF THE CENTERLINE OF U.S. 84, 147.0 FT (44.8 M)
 BU2165'WEST-NORTHWEST OF A FIVE-FOOT REFLECTOR POST, 166.5 FT (50.7 M)
 BU2165'NORTHWEST OF A FIVE-FOOT REFLECTOR POST ACROSS THE ROAD, 2.8 FT
 BU2165'(0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BU2165'GROUND.
 BU2165'STATION 20-18 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2006 ***********************************************************************
 BU2006  DESIGNATION -  20 2
 BU2006  PID         -  BU2006
 BU2006  STATE/COUNTY-  AL/COVINGTON
 BU2006  USGS QUAD   -  BROOKS (1984)
 BU2006
 BU2006                         *CURRENT SURVEY CONTROL
 BU2006  ___________________________________________________________________
 BU2006* NAD 83(1992)-  31 29 10.30103(N)    086 41 29.09496(W)     ADJUSTED  
 BU2006* NAVD 88     -       110.2    (meters)     362.     (feet)  VERTCON   
 BU2006  ___________________________________________________________________
 BU2006  X           -     314,198.811 (meters)                     COMP
 BU2006  Y           -  -5,435,028.233 (meters)                     COMP
 BU2006  Z           -   3,312,025.187 (meters)                     COMP
 BU2006  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 BU2006  ELLIP HEIGHT-          83.10  (meters)          (07/29/02) GPS OBS
 BU2006  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BU2006
 BU2006  HORZ ORDER  -  FIRST
 BU2006  ELLP ORDER  -  FOURTH    CLASS I
 BU2006
 BU2006.The horizontal coordinates were established by GPS observations
 BU2006.and adjusted by the National Geodetic Survey in December 1992..
 BU2006
 BU2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2006
 BU2006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2006
 BU2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2006
 BU2006.The ellipsoidal height was determined by GPS observations
 BU2006.and is referenced to NAD 83.
 BU2006
 BU2006.The geoid height was determined by GEOID03.
 BU2006
 BU2006;                    North         East     Units Scale Factor Converg.
 BU2006;SPC AL E     -   109,653.284   118,470.114   MT  1.00004195   -0 26 53.5
 BU2006;SPC AL W     -   165,039.271   676,824.758   MT  1.00000610   +0 25 20.4
 BU2006;UTM  16      - 3,483,527.781   529,308.909   MT  0.99961059   +0 09 40.2
 BU2006
 BU2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2006!SPC AL E     -   0.99998695  x   1.00004195  =   1.00002890
 BU2006!SPC AL W     -   0.99998695  x   1.00000610  =   0.99999305
 BU2006!UTM  16      -   0.99998695  x   0.99961059  =   0.99959755
 BU2006
 BU2006|---------------------------------------------------------------------|
 BU2006| PID    Reference Object                     Distance      Geod. Az  |
 BU2006|                                                           dddmmss.s |
 BU2006| BU2002 20 1                                347.882 METERS 32805     |
 BU2006|---------------------------------------------------------------------|
 BU2006
 BU2006                          SUPERSEDED SURVEY CONTROL
 BU2006
 BU2006  ELLIP H (12/04/92)   83.19   (m)                       GP(       ) 4 1
 BU2006  NAD 83(1986)-  31 29 10.31534(N)    086 41 29.09686(W) AD(       ) 1
 BU2006  NAD 83(1986)-  31 29 10.31496(N)    086 41 29.09626(W) AD(       ) 1
 BU2006  NGVD 29 (12/04/92)  110.2    (m)          362.     (f) GPS OBS        
 BU2006
 BU2006.Superseded values are not recommended for survey control.
 BU2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2006.See file dsdata.txt to determine how the superseded data were derived.
 BU2006
 BU2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2930983528(NAD 83)
 BU2006_MARKER: DD = SURVEY DISK
 BU2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2006_SP_SET: CONCRETE POST
 BU2006_STAMPING: 20-2 1989
 BU2006_MARK LOGO: ALHD  
 BU2006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2006+STABILITY: SURFACE MOTION
 BU2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2006+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2006
 BU2006  HISTORY     - Date     Condition        Report By
 BU2006  HISTORY     - 1989     MONUMENTED       ALHD
 BU2006  HISTORY     - 19930608 GOOD             ALHD
 BU2006
 BU2006                          STATION DESCRIPTION
 BU2006
 BU2006'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2006'THE STATION IS LOCATED ON THE SOUTHWEST RIGHT OF WAY OF COVINGTON
 BU2006'COUNTY ROAD NO. 107, ABOUT 7.08 KM (4.40 MI) SOUTHAST OF MCKENZIE AND
 BU2006'ABOUT 12.07 KM (7.50 MI) NORTHWEST OF RED LEVEL.
 BU2006'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 31 AND
 BU2006'ALABAMA HIGHWAY 55 IN MCKENZIE, DRIVE SOUTHEAST ON ALABAMA 55 FOR 4.83
 BU2006'KM (3.00 MI) TO MILE POST 46.50 AND COVINGTON COUNTY ROAD NO. 107 ON
 BU2006'THE RIGHT, TURN RIGHT ON COVINGTON COUNTY ROAD N0. 107 AND DRIVE
 BU2006'SOUTHEAST FOR 2.25 KM (1.40 MI) TO THE STATION ON THE RIGHT.
 BU2006'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 16.82 M (55.2 FT)
 BU2006'SOUTHWEST OF THE CENTER LINE OF COVINGTON COUNTY ROAD NO. 107, 9.14 M
 BU2006'(30.0 FT) NORTHEAST OF THE NORTHEAST RAIL OF THE RAILROAD, 12.19 M
 BU2006'(40.0 FT) SOUTHEAST OF THE CENTER OF A DIRT ROAD, 15.24 M (50.0 FT)
 BU2006'EAST OF THE CENTER OF A DIRT ROAD RAILROAD CROSSING, AND 0.91 M
 BU2006'(3.0 FT) NORTHEAST OF A CARSONITE WITNESS POST.
 BU2006'STATION 20-1 MAY BE USED AS AN AZIMUTH.
 BU2006
 BU2006                          STATION RECOVERY (1993)
 BU2006
 BU2006'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2166 ***********************************************************************
 BU2166  DESIGNATION -  20 20
 BU2166  PID         -  BU2166
 BU2166  STATE/COUNTY-  AL/COVINGTON
 BU2166  USGS QUAD   -  GANTT (1986)
 BU2166
 BU2166                         *CURRENT SURVEY CONTROL
 BU2166  ___________________________________________________________________
 BU2166* NAD 83(1992)-  31 23 07.55245(N)    086 26 03.49469(W)     ADJUSTED  
 BU2166* NAVD 88     -       111.5    (meters)     366.     (feet)  GPS OBS   
 BU2166  ___________________________________________________________________
 BU2166  X           -     338,947.387 (meters)                     COMP
 BU2166  Y           -  -5,439,380.530 (meters)                     COMP
 BU2166  Z           -   3,302,493.330 (meters)                     COMP
 BU2166  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 BU2166  ELLIP HEIGHT-          84.63  (meters)          (07/29/02) GPS OBS
 BU2166  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BU2166
 BU2166  HORZ ORDER  -  FIRST
 BU2166  ELLP ORDER  -  FOURTH    CLASS I
 BU2166
 BU2166.The horizontal coordinates were established by GPS observations
 BU2166.and adjusted by the National Geodetic Survey in March 1994..
 BU2166
 BU2166.The orthometric height was determined by GPS observations and a
 BU2166.high-resolution geoid model.
 BU2166
 BU2166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2166
 BU2166.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2166
 BU2166.The ellipsoidal height was determined by GPS observations
 BU2166.and is referenced to NAD 83.
 BU2166
 BU2166.The geoid height was determined by GEOID03.
 BU2166
 BU2166;                    North         East     Units Scale Factor Converg.
 BU2166;SPC AL E     -    98,318.625   142,838.682   MT  1.00000029   -0 18 46.8
 BU2166;UTM  16      - 3,472,456.961   553,786.731   MT  0.99963568   +0 17 40.6
 BU2166
 BU2166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2166!SPC AL E     -   0.99998671  x   1.00000029  =   0.99998700
 BU2166!UTM  16      -   0.99998671  x   0.99963568  =   0.99962240
 BU2166
 BU2166:                Primary Azimuth Mark                     Grid Az
 BU2166:SPC AL E     -  20 21                                    356 32 40.2
 BU2166:UTM  16      -  20 21                                    355 56 12.8
 BU2166
 BU2166|---------------------------------------------------------------------|
 BU2166| PID    Reference Object                     Distance      Geod. Az  |
 BU2166|                                                           dddmmss.s |
 BU2166| BU2167 20 21                               448.215 METERS 3561353.4 |
 BU2166|---------------------------------------------------------------------|
 BU2166
 BU2166                          SUPERSEDED SURVEY CONTROL
 BU2166
 BU2166  ELLIP H (03/24/94)   84.67   (m)                       GP(       ) 4 1
 BU2166  NGVD 29 (05/23/94)  111.6    (m)          366.     (f) GPS OBS        
 BU2166
 BU2166.Superseded values are not recommended for survey control.
 BU2166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2166.See file dsdata.txt to determine how the superseded data were derived.
 BU2166
 BU2166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5378772457(NAD 83)
 BU2166_MARKER: DD = SURVEY DISK
 BU2166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2166_SP_SET: CONCRETE POST
 BU2166_STAMPING: 20-20 1993
 BU2166_MARK LOGO: ALHD  
 BU2166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2166+STABILITY: SURFACE MOTION
 BU2166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2166+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2166
 BU2166  HISTORY     - Date     Condition        Report By
 BU2166  HISTORY     - 1993     MONUMENTED       ALHD
 BU2166
 BU2166                          STATION DESCRIPTION
 BU2166
 BU2166'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2166'THE STATION IS IN COVINGTON COUNTY ON THE EAST RIGHT OF WAY OF
 BU2166'COVINGTON COUNTY ROAD 61 ABOUT 6.05 MI (9.74 KM) NORTH-NORTHEAST OF
 BU2166'ANDALUSIA AND ABOUT 3.50 MI (5.63 KM) EAST-SOUTHEAST OF GANT.
 BU2166'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2166'46.82 ON U.S. 29 AND MILEPOST 3.92 ON AL 100) IN ANDALUSIA, DRIVE
 BU2166'NORTH ON U.S. 29 FOR 3.00 MI (4.83 KM) TO MILEPOST 49.79 AND
 BU2166'COVINGTON COUNTY ROAD 43 RIGHT.  TURN RIGHT ON COVINGTON COUNTY ROAD
 BU2166'43 AND DRIVE NORTHEAST FOR 2.80 MI (4.51 KM) TO A T-INTERSECTION WITH
 BU2166'COVINGTON COUNTY ROAD 43 STRAIGHT AHEAD AND COVINGTON COUNTY ROAD 61
 BU2166'LEFT. TURN LEFT ON COVINGTON COUNTY ROAD 61 AND DRIVE NORTH FOR 0.20
 BU2166'MI (0.32 KM) TO THE STATION ON THE RIGHT.
 BU2166'THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH TWO
 BU2166'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 46.0 FT (14.0 M) EAST
 BU2166'OF THE CENTER OF COVINGTON COUNTY ROAD 61, 107.4 FT (32.7 M)
 BU2166'EAST-SOUTHEAST OF THE SOUTH POST OF A DOUBLE METAL GATE ACROSS THE
 BU2166'ROAD, 120.8 FT (36.8 M) SOUTHEAST OF THE NORTH POST OF A DOUBLE METAL
 BU2166'GATE ACROSS THE ROAD, 152.0 FT (46.3 M) NORTH-NORTHEAST OF A METAL
 BU2166'MAILBOX ON A FOUR BY FOUR POST WITH ROBERT AND VERA FOSTER 229-D ON
 BU2166'IT, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH
 BU2166'WITH THE GROUND.
 BU2166'STATION 20-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2167 ***********************************************************************
 BU2167  DESIGNATION -  20 21
 BU2167  PID         -  BU2167
 BU2167  STATE/COUNTY-  AL/COVINGTON
 BU2167  USGS QUAD   -  GANTT (1986)
 BU2167
 BU2167                         *CURRENT SURVEY CONTROL
 BU2167  ___________________________________________________________________
 BU2167* NAD 83(1992)-  31 23 22.07392(N)    086 26 04.60970(W)     ADJUSTED  
 BU2167* NAVD 88     -       107.6    (meters)     353.     (feet)  GPS OBS   
 BU2167  ___________________________________________________________________
 BU2167  X           -     338,903.290 (meters)                     COMP
 BU2167  Y           -  -5,439,146.551 (meters)                     COMP
 BU2167  Z           -   3,302,873.102 (meters)                     COMP
 BU2167  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 BU2167  ELLIP HEIGHT-          80.73  (meters)          (07/29/02) GPS OBS
 BU2167  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BU2167
 BU2167  HORZ ORDER  -  FIRST
 BU2167  ELLP ORDER  -  FOURTH    CLASS I
 BU2167
 BU2167.The horizontal coordinates were established by GPS observations
 BU2167.and adjusted by the National Geodetic Survey in March 1994..
 BU2167
 BU2167.The orthometric height was determined by GPS observations and a
 BU2167.high-resolution geoid model.
 BU2167
 BU2167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2167
 BU2167.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2167
 BU2167.The ellipsoidal height was determined by GPS observations
 BU2167.and is referenced to NAD 83.
 BU2167
 BU2167.The geoid height was determined by GEOID03.
 BU2167
 BU2167;                    North         East     Units Scale Factor Converg.
 BU2167;SPC AL E     -    98,766.025   142,811.667   MT  1.00000032   -0 18 47.5
 BU2167;UTM  16      - 3,472,903.886   553,754.983   MT  0.99963564   +0 17 40.2
 BU2167
 BU2167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2167!SPC AL E     -   0.99998732  x   1.00000032  =   0.99998764
 BU2167!UTM  16      -   0.99998732  x   0.99963564  =   0.99962297
 BU2167
 BU2167:                Primary Azimuth Mark                     Grid Az
 BU2167:SPC AL E     -  20 20                                    176 32 40.3
 BU2167:UTM  16      -  20 20                                    175 56 12.6
 BU2167
 BU2167|---------------------------------------------------------------------|
 BU2167| PID    Reference Object                     Distance      Geod. Az  |
 BU2167|                                                           dddmmss.s |
 BU2167| BU2166 20 20                               448.215 METERS 1761352.8 |
 BU2167|---------------------------------------------------------------------|
 BU2167
 BU2167                          SUPERSEDED SURVEY CONTROL
 BU2167
 BU2167  ELLIP H (03/24/94)   80.76   (m)                       GP(       ) 4 1
 BU2167  NGVD 29 (05/23/94)  107.7    (m)          353.     (f) GPS OBS        
 BU2167
 BU2167.Superseded values are not recommended for survey control.
 BU2167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2167.See file dsdata.txt to determine how the superseded data were derived.
 BU2167
 BU2167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5375572904(NAD 83)
 BU2167_MARKER: DD = SURVEY DISK
 BU2167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2167_SP_SET: CONCRETE POST
 BU2167_STAMPING: 20-21 1993
 BU2167_MARK LOGO: ALHD  
 BU2167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2167+STABILITY: SURFACE MOTION
 BU2167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2167+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2167
 BU2167  HISTORY     - Date     Condition        Report By
 BU2167  HISTORY     - 1993     MONUMENTED       ALHD
 BU2167
 BU2167                          STATION DESCRIPTION
 BU2167
 BU2167'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2167'THE STATION IS IN COVINGTON COUNTY ON THE WEST RIGHT OF WAY OF
 BU2167'COVINGTON COUNTY ROAD 61 ABOUT 6.30 MI (10.14 KM) NORTH-NORTHEAST OF
 BU2167'ANDALUSIA AND ABOUT 3.25 MI (5.23 KM) EAST-SOUTHEAST OF GANT.
 BU2167'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2167'46.82 ON U.S. 29 AND MILEPOST 3.92 ON AL 100) IN ANDALUSIA, DRIVE
 BU2167'NORTH ON U.S. 29 FOR 3.00 MI (4.83 KM) TO MILEPOST 49.79 AND
 BU2167'COVINGTON COUNTY ROAD 43 RIGHT.  TURN RIGHT ON COVINGTON COUNTY ROAD
 BU2167'43 AND DRIVE NORTHEAST FOR 2.80 MI (4.51 KM) TO A T-INTERSECTION WITH
 BU2167'COVINGTON COUNTY ROAD 43 STRAIGHT AHEAD AND COVINGTON COUNTY ROAD 61
 BU2167'LEFT. TURN LEFT ON COVINGTON COUNTY ROAD 61 AND DRIVE NORTH FOR 0.50
 BU2167'MI (0.80 KM) TO THE STATION ON THE LEFT.
 BU2167'THE STATION IS 3.0 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH TWO
 BU2167'STRANDS OF BARBED WIRE ON GREEN STEEL POSTS WITH WHITE TOPS, 37.0 FT
 BU2167'(11.3 M) WEST OF THE CENTER OF COVINGTON COUNTY ROAD 61, 91.8 FT
 BU2167'(28.0 M) SOUTH OF A JUNCTION POWER POLE, 118.8 FT (36.2 M) NORTH OF
 BU2167'THE CENTER OF A DIRT DRIVEWAY LEADING WEST THROUGH A PASTURE TO A
 BU2167'WOOD FRAME HOUSE, 126.5 FT (38.6 M) NORTH OF A JUNCTION POWER POLE
 BU2167'WITH ONE GUY WIRE, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST
 BU2167'AND SET FLUSH WITH THE GROUND.
 BU2167'STATION 20-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2168 ***********************************************************************
 BU2168  DESIGNATION -  20 22
 BU2168  PID         -  BU2168
 BU2168  STATE/COUNTY-  AL/COVINGTON
 BU2168  USGS QUAD   -  DOZIER (1971)
 BU2168
 BU2168                         *CURRENT SURVEY CONTROL
 BU2168  ___________________________________________________________________
 BU2168* NAD 83(1992)-  31 24 26.84056(N)    086 21 19.88266(W)     ADJUSTED  
 BU2168* NAVD 88     -       130.0    (meters)     427.     (feet)  GPS OBS   
 BU2168  ___________________________________________________________________
 BU2168  X           -     346,346.294 (meters)                     COMP
 BU2168  Y           -  -5,437,655.480 (meters)                     COMP
 BU2168  Z           -   3,304,587.442 (meters)                     COMP
 BU2168  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 BU2168  ELLIP HEIGHT-         103.13  (meters)          (07/29/02) GPS OBS
 BU2168  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BU2168
 BU2168  HORZ ORDER  -  FIRST
 BU2168  ELLP ORDER  -  FOURTH    CLASS I
 BU2168
 BU2168.The horizontal coordinates were established by GPS observations
 BU2168.and adjusted by the National Geodetic Survey in March 1994..
 BU2168
 BU2168.The orthometric height was determined by GPS observations and a
 BU2168.high-resolution geoid model.
 BU2168
 BU2168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2168
 BU2168.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2168
 BU2168.The ellipsoidal height was determined by GPS observations
 BU2168.and is referenced to NAD 83.
 BU2168
 BU2168.The geoid height was determined by GEOID03.
 BU2168
 BU2168;                    North         East     Units Scale Factor Converg.
 BU2168;SPC AL E     -   100,722.315   150,343.644   MT  0.99999040   -0 16 19.7
 BU2168;UTM  16      - 3,474,939.248   561,263.122   MT  0.99964629   +0 20 09.1
 BU2168
 BU2168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2168!SPC AL E     -   0.99998381  x   0.99999040  =   0.99997421
 BU2168!UTM  16      -   0.99998381  x   0.99964629  =   0.99963010
 BU2168
 BU2168:                Primary Azimuth Mark                     Grid Az
 BU2168:SPC AL E     -  20 23                                    085 52 27.7
 BU2168:UTM  16      -  20 23                                    085 15 58.9
 BU2168
 BU2168|---------------------------------------------------------------------|
 BU2168| PID    Reference Object                     Distance      Geod. Az  |
 BU2168|                                                           dddmmss.s |
 BU2168| BU2169 20 23                               419.763 METERS 0853608.0 |
 BU2168|---------------------------------------------------------------------|
 BU2168
 BU2168                          SUPERSEDED SURVEY CONTROL
 BU2168
 BU2168  ELLIP H (03/24/94)  103.17   (m)                       GP(       ) 4 1
 BU2168  NGVD 29 (05/23/94)  130.0    (m)          427.     (f) GPS OBS        
 BU2168
 BU2168.Superseded values are not recommended for survey control.
 BU2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2168.See file dsdata.txt to determine how the superseded data were derived.
 BU2168
 BU2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6126374939(NAD 83)
 BU2168_MARKER: DD = SURVEY DISK
 BU2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2168_SP_SET: CONCRETE POST
 BU2168_STAMPING: 20-22 1993
 BU2168_MARK LOGO: ALHD  
 BU2168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2168+STABILITY: SURFACE MOTION
 BU2168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2168+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2168
 BU2168  HISTORY     - Date     Condition        Report By
 BU2168  HISTORY     - 1993     MONUMENTED       ALHD
 BU2168
 BU2168                          STATION DESCRIPTION
 BU2168
 BU2168'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2168'THE STATION IS IN COVINGTON COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2168'COVINGTON COUNTY ROAD 49 ABOUT 10.20 MI (16.41 KM) NORTHEAST OF
 BU2168'ANDALUSIA AND ABOUT 10.50 MI (16.90 KM) NORTH-NORTHWEST OF OPP.
 BU2168'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2168'46.82 ON U.S. 29 AND MILEPOST 3.92 ON AL 100) IN ANDALUSIA, DRIVE
 BU2168'EAST ON AL 100 FOR 0.05 MI (0.08 KM) TO MILEPOST 3.95 AND COVINGTON
 BU2168'COUNTY ROAD 49 LEFT.  TURN LEFT ON COVINGTON COUNTY ROAD 49 AND DRIVE
 BU2168'NORTHEAST FOR 0.55 MI (0.89 KM) TO A PAVED CROSSROADS WITH COVINGTON
 BU2168'COUNTY ROAD 33 STRAIGHT AHEAD, A PAVED STREET LEFT, AND COVINGTON
 BU2168'COUNTY ROAD 49 RIGHT.  TURN RIGHT ON COVINGTON COUNTY ROAD 49 AND
 BU2168'DRIVE NORTHEAST FOR 8.85 MI (14.24 KM) TO THE STATION ON THE LEFT.
 BU2168'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 BU2168'ON OLD WOOD POSTS, 31.3 FT (9.5 M) NORTH OF THE CENTERLINE OF
 BU2168'COVINGTON COUNTY ROAD 49, 40.8 FT (12.4 M) WEST OF THE CENTER OF A
 BU2168'FIELD DRIVEWAY, 130.3 FT (39.7 M) WEST-NORTHWEST OF TELEPHONE CABLE
 BU2168'PEDESTAL P173 ACROSS THE ROAD, 155.6 FT (47.4 M) WEST-NORTHWEST OF
 BU2168'THE CENTER OF A DIRT ROAD ACROSS THE ROAD, 175.0 FT (53.3 M)
 BU2168'WEST-NORTHWEST OF A STOP SIGN ACROSS THE ROAD, 184.6 FT (56.3 M)
 BU2168'WEST-NORTHWEST OF THE CENTER OF A METAL GATE ACROSS THE ROAD, 2.8 FT
 BU2168'(0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BU2168'GROUND.
 BU2168'STATION 20-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2169 ***********************************************************************
 BU2169  DESIGNATION -  20 23
 BU2169  PID         -  BU2169
 BU2169  STATE/COUNTY-  AL/COVINGTON
 BU2169  USGS QUAD   -  DOZIER (1971)
 BU2169
 BU2169                         *CURRENT SURVEY CONTROL
 BU2169  ___________________________________________________________________
 BU2169* NAD 83(1992)-  31 24 27.88537(N)    086 21 04.03861(W)     ADJUSTED  
 BU2169* NAVD 88     -       124.8    (meters)     409.     (feet)  GPS OBS   
 BU2169  ___________________________________________________________________
 BU2169  X           -     346,762.635 (meters)                     COMP
 BU2169  Y           -  -5,437,607.746 (meters)                     COMP
 BU2169  Z           -   3,304,612.228 (meters)                     COMP
 BU2169  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 BU2169  ELLIP HEIGHT-          97.99  (meters)          (07/29/02) GPS OBS
 BU2169  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BU2169
 BU2169  HORZ ORDER  -  FIRST
 BU2169  ELLP ORDER  -  FOURTH    CLASS I
 BU2169
 BU2169.The horizontal coordinates were established by GPS observations
 BU2169.and adjusted by the National Geodetic Survey in March 1994..
 BU2169
 BU2169.The orthometric height was determined by GPS observations and a
 BU2169.high-resolution geoid model.
 BU2169
 BU2169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2169
 BU2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2169
 BU2169.The ellipsoidal height was determined by GPS observations
 BU2169.and is referenced to NAD 83.
 BU2169
 BU2169.The geoid height was determined by GEOID03.
 BU2169
 BU2169;                    North         East     Units Scale Factor Converg.
 BU2169;SPC AL E     -   100,752.514   150,762.315   MT  0.99998989   -0 16 11.4
 BU2169;UTM  16      - 3,474,973.876   561,681.305   MT  0.99964692   +0 20 17.4
 BU2169
 BU2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2169!SPC AL E     -   0.99998461  x   0.99998989  =   0.99997450
 BU2169!UTM  16      -   0.99998461  x   0.99964692  =   0.99963154
 BU2169
 BU2169:                Primary Azimuth Mark                     Grid Az
 BU2169:SPC AL E     -  20 22                                    265 52 27.7
 BU2169:UTM  16      -  20 22                                    265 15 58.9
 BU2169
 BU2169|---------------------------------------------------------------------|
 BU2169| PID    Reference Object                     Distance      Geod. Az  |
 BU2169|                                                           dddmmss.s |
 BU2169| BU2168 20 22                               419.763 METERS 2653616.3 |
 BU2169|---------------------------------------------------------------------|
 BU2169
 BU2169                          SUPERSEDED SURVEY CONTROL
 BU2169
 BU2169  ELLIP H (03/24/94)   98.03   (m)                       GP(       ) 4 1
 BU2169  NGVD 29 (05/23/94)  124.9    (m)          410.     (f) GPS OBS        
 BU2169
 BU2169.Superseded values are not recommended for survey control.
 BU2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2169.See file dsdata.txt to determine how the superseded data were derived.
 BU2169
 BU2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6168174974(NAD 83)
 BU2169_MARKER: DD = SURVEY DISK
 BU2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2169_SP_SET: CONCRETE POST
 BU2169_STAMPING: 20-23 1993
 BU2169_MARK LOGO: ALHD  
 BU2169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2169+STABILITY: SURFACE MOTION
 BU2169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2169+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2169
 BU2169  HISTORY     - Date     Condition        Report By
 BU2169  HISTORY     - 1993     MONUMENTED       ALHD
 BU2169
 BU2169                          STATION DESCRIPTION
 BU2169
 BU2169'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2169'THE STATION IS IN COVINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2169'COVINGTON COUNTY ROAD 49 ABOUT 10.35 MI (16.66 KM) NORTHEAST OF
 BU2169'ANDALUSIA AND ABOUT 10.30 MI (16.58 KM) NORTH-NORTHWEST OF OPP.
 BU2169'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2169'46.82 ON U.S. 29 AND MILEPOST 3.92 ON AL 100) IN ANDALUSIA, DRIVE
 BU2169'EAST ON AL 100 FOR 0.05 MI (0.08 KM) TO MILEPOST 3.95 AND COVINGTON
 BU2169'COUNTY ROAD 49 LEFT.  TURN LEFT ON COVINGTON COUNTY ROAD 49 AND DRIVE
 BU2169'NORTHEAST FOR 0.55 MI (0.89 KM) TO A PAVED CROSSROADS WITH COVINGTON
 BU2169'COUNTY ROAD 33 STRAIGHT AHEAD, A PAVED STREET LEFT, AND COVINGTON
 BU2169'COUNTY ROAD 49 RIGHT.  TURN RIGHT ON COVINGTON COUNTY ROAD 49 AND
 BU2169'DRIVE NORTHEAST FOR 9.10 MI (14.64 KM) TO THE STATION ON THE RIGHT.
 BU2169'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 BU2169'ON TREATED WOOD POSTS, 36.3 FT (11.1 M) SOUTH OF THE CENTERLINE OF
 BU2169'COVINGTON COUNTY ROAD 49, 51.6 FT (15.7 M) WEST OF A NO TRESPASSING
 BU2169'SIGN, 118.2 FT (36.0 M) SOUTHWEST OF A FIRE HYDRANT ACROSS THE ROAD,
 BU2169'130.7 FT (39.8 M) WEST OF TELEPHONE CABLE PEDESTAL P180, 131.7 FT
 BU2169'(40.1 M) WEST-SOUTHWEST OF THE CENTER OF A DIRT ROAD ACROSS THE ROAD,
 BU2169'5.0 FT (1.5 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 BU2169'THE GROUND.
 BU2169'STATION 20-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2170 ***********************************************************************
 BU2170  DESIGNATION -  20 24
 BU2170  PID         -  BU2170
 BU2170  STATE/COUNTY-  AL/COVINGTON
 BU2170  USGS QUAD   -  DOZIER (1971)
 BU2170
 BU2170                         *CURRENT SURVEY CONTROL
 BU2170  ___________________________________________________________________
 BU2170* NAD 83(1992)-  31 27 39.99448(N)    086 20 08.71294(W)     ADJUSTED  
 BU2170* NAVD 88     -       134.3    (meters)     441.     (feet)  GPS OBS   
 BU2170  ___________________________________________________________________
 BU2170  X           -     348,024.443 (meters)                     COMP
 BU2170  Y           -  -5,434,443.195 (meters)                     COMP
 BU2170  Z           -   3,309,665.730 (meters)                     COMP
 BU2170  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 BU2170  ELLIP HEIGHT-         107.55  (meters)          (07/29/02) GPS OBS
 BU2170  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BU2170
 BU2170  HORZ ORDER  -  FIRST
 BU2170  ELLP ORDER  -  FOURTH    CLASS I
 BU2170
 BU2170.The horizontal coordinates were established by GPS observations
 BU2170.and adjusted by the National Geodetic Survey in March 1994..
 BU2170
 BU2170.The orthometric height was determined by GPS observations and a
 BU2170.high-resolution geoid model.
 BU2170
 BU2170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2170
 BU2170.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2170
 BU2170.The ellipsoidal height was determined by GPS observations
 BU2170.and is referenced to NAD 83.
 BU2170
 BU2170.The geoid height was determined by GEOID03.
 BU2170
 BU2170;                    North         East     Units Scale Factor Converg.
 BU2170;SPC AL E     -   106,662.400   152,250.792   MT  0.99998811   -0 15 44.0
 BU2170;UTM  16      - 3,480,897.214   563,106.453   MT  0.99964912   +0 20 48.1
 BU2170
 BU2170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2170!SPC AL E     -   0.99998311  x   0.99998811  =   0.99997122
 BU2170!UTM  16      -   0.99998311  x   0.99964912  =   0.99963224
 BU2170
 BU2170:                Primary Azimuth Mark                     Grid Az
 BU2170:SPC AL E     -  20 25                                    001 32 10.9
 BU2170:UTM  16      -  20 25                                    000 55 38.8
 BU2170
 BU2170|---------------------------------------------------------------------|
 BU2170| PID    Reference Object                     Distance      Geod. Az  |
 BU2170|                                                           dddmmss.s |
 BU2170| BU2171 20 25                               408.767 METERS 0011626.9 |
 BU2170|---------------------------------------------------------------------|
 BU2170
 BU2170                          SUPERSEDED SURVEY CONTROL
 BU2170
 BU2170  ELLIP H (03/24/94)  107.58   (m)                       GP(       ) 4 1
 BU2170  NGVD 29 (05/23/94)  134.4    (m)          441.     (f) GPS OBS        
 BU2170
 BU2170.Superseded values are not recommended for survey control.
 BU2170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2170.See file dsdata.txt to determine how the superseded data were derived.
 BU2170
 BU2170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6310680897(NAD 83)
 BU2170_MARKER: DD = SURVEY DISK
 BU2170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2170_SP_SET: CONCRETE POST
 BU2170_STAMPING: 20-24 1993
 BU2170_MARK LOGO: ALHD  
 BU2170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2170+STABILITY: SURFACE MOTION
 BU2170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2170+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2170
 BU2170  HISTORY     - Date     Condition        Report By
 BU2170  HISTORY     - 1993     MONUMENTED       ALHD
 BU2170
 BU2170                          STATION DESCRIPTION
 BU2170
 BU2170'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2170'THE STATION IS IN COVINGTON COUNTY ON THE EAST RIGHT OF WAY OF
 BU2170'COVINGTON COUNTY ROAD 77 ABOUT 13.65 MI (21.97 KM) NORTHEAST OF
 BU2170'ANDALUSIA AND ABOUT 13.20 MI (21.24 KM) NORTH-NORTHWEST OF OPP.
 BU2170'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2170'46.82 ON U.S. 29 AND MILEPOST 3.92 ON AL 100) IN ANDALUSIA, DRIVE
 BU2170'EAST ON AL 100 FOR 0.05 MI (0.08 KM) TO MILEPOST 3.95 AND COVINGTON
 BU2170'COUNTY ROAD 49 LEFT.  TURN LEFT ON COVINGTON COUNTY ROAD 49 AND DRIVE
 BU2170'NORTHEAST FOR 0.55 MI (0.89 KM) TO A PAVED CROSSROADS WITH COVINGTON
 BU2170'COUNTY ROAD 33 STRAIGHT AHEAD, A PAVED STREET LEFT, AND COVINGTON
 BU2170'COUNTY ROAD 49 RIGHT.  TURN RIGHT ON COVINGTON COUNTY ROAD 49 AND
 BU2170'DRIVE NORTHEAST FOR 10.10 MI (16.25 KM) TO A CROSSROADS WITH
 BU2170'COVINGTON COUNTY ROAD 49 LEFT, A PAVED COUNTY ROAD STRAIGHT AHEAD,
 BU2170'AND A DIRT ROAD RIGHT.  CONTINUE EAST ON THE PAVED COUNTY ROAD FOR
 BU2170'0.95 MI (1.53 KM) TO A T-INTERSECTION WITH COVINGTON COUNTY ROAD 77
 BU2170'LEFT AND RIGHT. TURN LEFT ON COVINGTON COUNTY ROAD 77 AND DRIVE NORTH
 BU2170'FOR 3.00 MI (4.83 KM) TO A PAVED CROSSROADS WITH COVINGTON COUNTY
 BU2170'ROAD 43 LEFT AND RIGHT AND COVINGTON COUNTY ROAD 77 STRAIGHT AHEAD.
 BU2170'CONTINUE NORTH ON COVINGTON COUNTY ROAD 77 FOR 0.85 MI (1.37 KM) TO
 BU2170'THE STATION ON THE RIGHT.
 BU2170'THE STATION IS 4.0 FT (1.2 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 BU2170'ON TREATED WOOD POSTS, 33.5 FT (10.2 M) EAST OF THE CENTERLINE OF
 BU2170'COVINGTON COUNTY ROAD 77, 96.0 FT (29.3 M) NORTH OF A BURIED CABLE
 BU2170'SIGN, 4.2 FT (1.3 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH
 BU2170'WITH THE GROUND.
 BU2170'STATION 20-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2171 ***********************************************************************
 BU2171  DESIGNATION -  20 25
 BU2171  PID         -  BU2171
 BU2171  STATE/COUNTY-  AL/COVINGTON
 BU2171  USGS QUAD   -  DOZIER (1971)
 BU2171
 BU2171                         *CURRENT SURVEY CONTROL
 BU2171  ___________________________________________________________________
 BU2171* NAD 83(1992)-  31 27 53.26315(N)    086 20 08.36864(W)     ADJUSTED  
 BU2171* NAVD 88     -       131.5    (meters)     431.     (feet)  GPS OBS   
 BU2171  ___________________________________________________________________
 BU2171  X           -     348,019.726 (meters)                     COMP
 BU2171  Y           -  -5,434,227.319 (meters)                     COMP
 BU2171  Z           -   3,310,012.831 (meters)                     COMP
 BU2171  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 BU2171  ELLIP HEIGHT-         104.70  (meters)          (07/29/02) GPS OBS
 BU2171  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BU2171
 BU2171  HORZ ORDER  -  FIRST
 BU2171  ELLP ORDER  -  FOURTH    CLASS I
 BU2171
 BU2171.The horizontal coordinates were established by GPS observations
 BU2171.and adjusted by the National Geodetic Survey in March 1994..
 BU2171
 BU2171.The orthometric height was determined by GPS observations and a
 BU2171.high-resolution geoid model.
 BU2171
 BU2171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2171
 BU2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2171
 BU2171.The ellipsoidal height was determined by GPS observations
 BU2171.and is referenced to NAD 83.
 BU2171
 BU2171.The geoid height was determined by GEOID03.
 BU2171
 BU2171;                    North         East     Units Scale Factor Converg.
 BU2171;SPC AL E     -   107,071.015   152,261.752   MT  0.99998810   -0 15 43.9
 BU2171;UTM  16      - 3,481,305.784   563,113.067   MT  0.99964913   +0 20 48.4
 BU2171
 BU2171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2171!SPC AL E     -   0.99998356  x   0.99998810  =   0.99997166
 BU2171!UTM  16      -   0.99998356  x   0.99964913  =   0.99963270
 BU2171
 BU2171:                Primary Azimuth Mark                     Grid Az
 BU2171:SPC AL E     -  20 24                                    181 32 10.9
 BU2171:UTM  16      -  20 24                                    180 55 38.6
 BU2171
 BU2171|---------------------------------------------------------------------|
 BU2171| PID    Reference Object                     Distance      Geod. Az  |
 BU2171|                                                           dddmmss.s |
 BU2171| BU2170 20 24                               408.767 METERS 1811627.0 |
 BU2171|---------------------------------------------------------------------|
 BU2171
 BU2171                          SUPERSEDED SURVEY CONTROL
 BU2171
 BU2171  ELLIP H (03/24/94)  104.74   (m)                       GP(       ) 4 1
 BU2171  NGVD 29 (05/23/94)  131.5    (m)          431.     (f) GPS OBS        
 BU2171
 BU2171.Superseded values are not recommended for survey control.
 BU2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2171.See file dsdata.txt to determine how the superseded data were derived.
 BU2171
 BU2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6311381306(NAD 83)
 BU2171_MARKER: DD = SURVEY DISK
 BU2171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2171_SP_SET: CONCRETE POST
 BU2171_STAMPING: 20-25 1993
 BU2171_MARK LOGO: ALHD  
 BU2171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2171+STABILITY: SURFACE MOTION
 BU2171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2171+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2171
 BU2171  HISTORY     - Date     Condition        Report By
 BU2171  HISTORY     - 1993     MONUMENTED       ALHD
 BU2171
 BU2171                          STATION DESCRIPTION
 BU2171
 BU2171'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2171'THE STATION IS IN COVINGTON COUNTY ON THE EAST RIGHT OF WAY OF
 BU2171'COVINGTON COUNTY ROAD 77 ABOUT 13.80 MI (22.21 KM) NORTHEAST OF
 BU2171'ANDALUSIA AND ABOUT 13.40 MI (21.56 KM) NORTH-NORTHWEST OF OPP.
 BU2171'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2171'46.82 ON U.S. 29 AND MILEPOST 3.92 ON AL 100) IN ANDALUSIA, DRIVE
 BU2171'EAST ON AL 100 FOR 0.05 MI (0.08 KM) TO MILEPOST 3.95 AND COVINGTON
 BU2171'COUNTY ROAD 49 LEFT.  TURN LEFT ON COVINGTON COUNTY ROAD 49 AND DRIVE
 BU2171'NORTHEAST FOR 0.55 MI (0.89 KM) TO A PAVED CROSSROADS WITH COVINGTON
 BU2171'COUNTY ROAD 33 STRAIGHT AHEAD, A PAVED STREET LEFT, AND COVINGTON
 BU2171'COUNTY ROAD 49 RIGHT.  TURN RIGHT ON COVINGTON COUNTY ROAD 49 AND
 BU2171'DRIVE NORTHEAST FOR 10.10 MI (16.25 KM) TO A CROSSROADS WITH
 BU2171'COVINGTON COUNTY ROAD 49 LEFT, A PAVED COUNTY ROAD STRAIGHT AHEAD,
 BU2171'AND A DIRT ROAD RIGHT. CONTINUE EAST ON THE PAVED COUNTY ROAD FOR
 BU2171'0.95 MI (1.53 KM) TO A T-INTERSECTION WITH COVINGTON COUNTY ROAD 77
 BU2171'LEFT AND RIGHT. TURN LEFT ON COVINGTON COUNTY ROAD 77 AND DRIVE NORTH
 BU2171'FOR 3.00 MI (4.83 KM) TO A PAVED CROSSROADS WITH COVINGTON COUNTY
 BU2171'ROAD 43 LEFT AND RIGHT AND COVINGTON COUNTY ROAD 77 STRAIGHT AHEAD.
 BU2171'CONTINUE NORTH ON COVINGTON COUNTY ROAD 77 FOR 1.10 MI (1.77 KM) TO
 BU2171'THE STATION ON THE RIGHT.
 BU2171'THE STATION IS 5.0 FT (1.5 M) WEST-NORTHWEST OF A BURIED CABLE WARNING
 BU2171'SIGN, 5.4 FT (1.6 M) WEST-NORTHWEST OF A CROSS TIE END POST OF A FOUR
 BU2171'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 23.6 FT (7.2 M)
 BU2171'SOUTHEAST OF THE SOUTH END OF A FIFTEEN-INCH CONCRETE PIPE UNDER A
 BU2171'FIELD DRIVEWAY, 30.0 FT (9.1 M) EAST-NORTHEAST OF THE CENTERLINE OF
 BU2171'COVINGTON COUNTY ROAD 77, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS
 BU2171'POST AND SET FLUSH WITH THE GROUND.
 BU2171'STATION 20-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2172 ***********************************************************************
 BU2172  DESIGNATION -  20 26
 BU2172  PID         -  BU2172
 BU2172  STATE/COUNTY-  AL/COVINGTON
 BU2172  USGS QUAD   -  DOZIER (1971)
 BU2172
 BU2172                         *CURRENT SURVEY CONTROL
 BU2172  ___________________________________________________________________
 BU2172* NAD 83(1992)-  31 24 10.29237(N)    086 15 40.79157(W)     ADJUSTED  
 BU2172* NAVD 88     -       117.5    (meters)     385.     (feet)  GPS OBS   
 BU2172  ___________________________________________________________________
 BU2172  X           -     355,301.736 (meters)                     COMP
 BU2172  Y           -  -5,437,333.178 (meters)                     COMP
 BU2172  Z           -   3,304,145.950 (meters)                     COMP
 BU2172  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 BU2172  ELLIP HEIGHT-          90.69  (meters)          (07/29/02) GPS OBS
 BU2172  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BU2172
 BU2172  HORZ ORDER  -  FIRST
 BU2172  ELLP ORDER  -  FOURTH    CLASS I
 BU2172
 BU2172.The horizontal coordinates were established by GPS observations
 BU2172.and adjusted by the National Geodetic Survey in March 1994..
 BU2172
 BU2172.The orthometric height was determined by GPS observations and a
 BU2172.high-resolution geoid model.
 BU2172
 BU2172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2172
 BU2172.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2172
 BU2172.The ellipsoidal height was determined by GPS observations
 BU2172.and is referenced to NAD 83.
 BU2172
 BU2172.The geoid height was determined by GEOID03.
 BU2172
 BU2172;                    North         East     Units Scale Factor Converg.
 BU2172;SPC AL E     -   100,173.956   159,298.702   MT  0.99998042   -0 13 22.8
 BU2172;UTM  16      - 3,474,486.088   570,220.520   MT  0.99966082   +0 23 05.6
 BU2172
 BU2172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2172!SPC AL E     -   0.99998576  x   0.99998042  =   0.99996618
 BU2172!UTM  16      -   0.99998576  x   0.99966082  =   0.99964658
 BU2172
 BU2172                          SUPERSEDED SURVEY CONTROL
 BU2172
 BU2172  ELLIP H (03/24/94)   90.73   (m)                       GP(       ) 4 1
 BU2172  NGVD 29 (05/23/94)  117.5    (m)          385.     (f) GPS OBS        
 BU2172
 BU2172.Superseded values are not recommended for survey control.
 BU2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2172.See file dsdata.txt to determine how the superseded data were derived.
 BU2172
 BU2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7022174486(NAD 83)
 BU2172_MARKER: DD = SURVEY DISK
 BU2172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2172_SP_SET: CONCRETE POST
 BU2172_STAMPING: 20-26 1993
 BU2172_MARK LOGO: ALHD  
 BU2172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2172+STABILITY: SURFACE MOTION
 BU2172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2172+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2172
 BU2172  HISTORY     - Date     Condition        Report By
 BU2172  HISTORY     - 1993     MONUMENTED       ALHD
 BU2172
 BU2172                          STATION DESCRIPTION
 BU2172
 BU2172'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2172'THE STATION IS IN COVINGTON COUNTY ON THE EAST RIGHT OF WAY OF U.S.
 BU2172'331 ABOUT 8.40 MI (13.52 KM) NORTH OF OPP AND ABOUT 14.60 MI
 BU2172'(23.50 KM) NORTHEAST OF ANDALUSIA.
 BU2172'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND U.S. 84 EAST
 BU2172'(MILEPOST 22.63 ON U.S. 331 AND MILEPOST 149.36 ON U.S. 84) IN OPP,
 BU2172'DRIVE NORTH ON U.S. 331 FOR 8.45 MI (13.60 KM) TO MILEPOST 31.10 AND
 BU2172'THE STATION ON THE RIGHT.
 BU2172'THE STATION IS 46.5 FT (14.2 M) NORTH OF A POWER POLE, 52.3 FT
 BU2172'(15.9 M) EAST OF THE CENTERLINE OF U.S. 331, 116.2 FT (35.4 M)
 BU2172'EAST-SOUTHEAST OF A THREE FOOT YELLOW CONCRETE GAS LINE MARKER ACROSS
 BU2172'THE ROAD, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST AND SET
 BU2172'FLUSH WITH THE GROUND.
 BU2172'STATION 20-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2173 ***********************************************************************
 BU2173  DESIGNATION -  20 27
 BU2173  PID         -  BU2173
 BU2173  STATE/COUNTY-  AL/COVINGTON
 BU2173  USGS QUAD   -  DOZIER (1971)
 BU2173
 BU2173                         *CURRENT SURVEY CONTROL
 BU2173  ___________________________________________________________________
 BU2173* NAD 83(1992)-  31 24 40.09024(N)    086 15 41.44053(W)     ADJUSTED  
 BU2173* NAVD 88     -       121.0    (meters)     397.     (feet)  GPS OBS   
 BU2173  ___________________________________________________________________
 BU2173  X           -     355,253.641 (meters)                     COMP
 BU2173  Y           -  -5,436,860.055 (meters)                     COMP
 BU2173  Z           -   3,304,931.079 (meters)                     COMP
 BU2173  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 BU2173  ELLIP HEIGHT-          94.21  (meters)          (07/29/02) GPS OBS
 BU2173  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BU2173
 BU2173  HORZ ORDER  -  FIRST
 BU2173  ELLP ORDER  -  FOURTH    CLASS I
 BU2173
 BU2173.The horizontal coordinates were established by GPS observations
 BU2173.and adjusted by the National Geodetic Survey in March 1994..
 BU2173
 BU2173.The orthometric height was determined by GPS observations and a
 BU2173.high-resolution geoid model.
 BU2173
 BU2173.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2173
 BU2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2173
 BU2173.The ellipsoidal height was determined by GPS observations
 BU2173.and is referenced to NAD 83.
 BU2173
 BU2173.The geoid height was determined by GEOID03.
 BU2173
 BU2173;                    North         East     Units Scale Factor Converg.
 BU2173;SPC AL E     -   101,091.743   159,285.133   MT  0.99998044   -0 13 23.4
 BU2173;UTM  16      - 3,475,403.386   570,197.221   MT  0.99966078   +0 23 05.6
 BU2173
 BU2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2173!SPC AL E     -   0.99998521  x   0.99998044  =   0.99996565
 BU2173!UTM  16      -   0.99998521  x   0.99966078  =   0.99964599
 BU2173
 BU2173                          SUPERSEDED SURVEY CONTROL
 BU2173
 BU2173  ELLIP H (03/24/94)   94.24   (m)                       GP(       ) 4 1
 BU2173  NGVD 29 (05/23/94)  121.0    (m)          397.     (f) GPS OBS        
 BU2173
 BU2173.Superseded values are not recommended for survey control.
 BU2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2173.See file dsdata.txt to determine how the superseded data were derived.
 BU2173
 BU2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7019775403(NAD 83)
 BU2173_MARKER: DD = SURVEY DISK
 BU2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2173_SP_SET: CONCRETE POST
 BU2173_STAMPING: 20-27 1993
 BU2173_MARK LOGO: ALHD  
 BU2173_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2173+STABILITY: SURFACE MOTION
 BU2173_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2173+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2173
 BU2173  HISTORY     - Date     Condition        Report By
 BU2173  HISTORY     - 1993     MONUMENTED       ALHD
 BU2173
 BU2173                          STATION DESCRIPTION
 BU2173
 BU2173'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2173'THE STATION IS IN COVINGTON COUNTY ON THE WEST RIGHT OF WAY OF U.S.
 BU2173'331 ABOUT 8.90 MI (14.32 KM) NORTH OF OPP AND ABOUT 14.80 MI
 BU2173'(23.82 KM) NORTHEAST OF ANDALUSIA.
 BU2173'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND U.S. 84 EAST
 BU2173'(MILEPOST 22.63 ON U.S. 331 AND MILEPOST 149.36 ON U.S. 84) IN OPP,
 BU2173'DRIVE NORTH ON U.S. 331 FOR 9.00 MI (14.48 KM) TO MILEPOST 31.65 AND
 BU2173'THE STATION ON THE LEFT.
 BU2173'THE STATION IS 8.1 FT (2.5 M) NORTH-NORTHEAST OF A RIGHT OF WAY SIGN,
 BU2173'33.8 FT (10.3 M) SOUTH OF A CARSONITE GAS LINE MARKER, 46.9 FT
 BU2173'(14.3 M) WEST OF THE CENTERLINE OF U.S. 331, 70.0 FT (21.3 M)
 BU2173'WEST-NORTHWEST OF A FIVE-FOOT REFLECTOR POST ACROSS THE ROAD, 117.2 FT
 BU2173'(35.7 M) SOUTHWEST OF A RIGHT OF WAY SIGN ACROSS THE ROAD, 149.2 FT
 BU2173'(45.5 M) NORTH-NORTHWEST OF A WHITE MAILBOX ON THREE SMALL STEEL
 BU2173'POSTS, 177.1 FT (54.0 M) NORTH OF A JUNCTION POWER POLE WITH ONE
 BU2173'TRANSFORMER, 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND SET
 BU2173'FLUSH WITH THE GROUND.
 BU2173'STATION 20-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2174 ***********************************************************************
 BU2174  DESIGNATION -  20 28
 BU2174  PID         -  BU2174
 BU2174  STATE/COUNTY-  AL/COVINGTON
 BU2174  USGS QUAD   -  LOANGO (1986)
 BU2174
 BU2174                         *CURRENT SURVEY CONTROL
 BU2174  ___________________________________________________________________
 BU2174* NAD 83(1992)-  31 18 04.27656(N)    086 38 35.95335(W)     ADJUSTED  
 BU2174* NAVD 88     -        76.9    (meters)     252.     (feet)  GPS OBS   
 BU2174  ___________________________________________________________________
 BU2174  X           -     319,384.934 (meters)                     COMP
 BU2174  Y           -  -5,445,401.462 (meters)                     COMP
 BU2174  Z           -   3,294,497.730 (meters)                     COMP
 BU2174  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 BU2174  ELLIP HEIGHT-          49.82  (meters)          (07/29/02) GPS OBS
 BU2174  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BU2174
 BU2174  HORZ ORDER  -  FIRST
 BU2174  ELLP ORDER  -  FOURTH    CLASS I
 BU2174
 BU2174.The horizontal coordinates were established by GPS observations
 BU2174.and adjusted by the National Geodetic Survey in March 1994..
 BU2174
 BU2174.The orthometric height was determined by GPS observations and a
 BU2174.high-resolution geoid model.
 BU2174
 BU2174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2174
 BU2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2174
 BU2174.The ellipsoidal height was determined by GPS observations
 BU2174.and is referenced to NAD 83.
 BU2174
 BU2174.The geoid height was determined by GEOID03.
 BU2174
 BU2174;                    North         East     Units Scale Factor Converg.
 BU2174;SPC AL E     -    89,105.553   122,888.880   MT  1.00003331   -0 25 15.0
 BU2174;UTM  16      - 3,463,036.793   533,943.409   MT  0.99961421   +0 11 07.1
 BU2174
 BU2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2174!SPC AL E     -   0.99999218  x   1.00003331  =   1.00002549
 BU2174!UTM  16      -   0.99999218  x   0.99961421  =   0.99960639
 BU2174
 BU2174:                Primary Azimuth Mark                     Grid Az
 BU2174:SPC AL E     -  20 29                                    342 38 26.1
 BU2174:UTM  16      -  20 29                                    342 02 04.0
 BU2174
 BU2174|---------------------------------------------------------------------|
 BU2174| PID    Reference Object                     Distance      Geod. Az  |
 BU2174|                                                           dddmmss.s |
 BU2174| BU2175 20 29                               434.123 METERS 3421311.1 |
 BU2174|---------------------------------------------------------------------|
 BU2174
 BU2174                          SUPERSEDED SURVEY CONTROL
 BU2174
 BU2174  ELLIP H (03/24/94)   49.85   (m)                       GP(       ) 4 1
 BU2174  NGVD 29 (05/23/94)   76.9    (m)          252.     (f) GPS OBS        
 BU2174
 BU2174.Superseded values are not recommended for survey control.
 BU2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2174.See file dsdata.txt to determine how the superseded data were derived.
 BU2174
 BU2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3394363037(NAD 83)
 BU2174_MARKER: DD = SURVEY DISK
 BU2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2174_SP_SET: CONCRETE POST
 BU2174_STAMPING: 20-28 1993
 BU2174_MARK LOGO: ALHD  
 BU2174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2174+STABILITY: SURFACE MOTION
 BU2174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2174+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2174
 BU2174  HISTORY     - Date     Condition        Report By
 BU2174  HISTORY     - 1993     MONUMENTED       ALHD
 BU2174
 BU2174                          STATION DESCRIPTION
 BU2174
 BU2174'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2174'THE STATION IS IN COVINGTON COUNTY ON THE WEST RIGHT OF WAY OF A DIRT
 BU2174'ROAD ABOUT 9.55 MI (15.37 KM) WEST OF ANDALUSIA AND ABOUT 6.65 MI
 BU2174'(10.70 KM) SOUTHWEST OF RIVER FALLS.
 BU2174'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 NORTH
 BU2174'(MILEPOST 128.53 ON U.S. 84 AND MILEPOST 31.54 ON AL 55) IN RIVER
 BU2174'FALLS, DRIVE WEST ON U.S. 84 FOR 2.65 MI (4.26 KM) TO MILEPOST 125.90
 BU2174'AND COVINGTON COUNTY ROAD 21 LEFT.  TURN LEFT ON COVINGTON COUNTY
 BU2174'ROAD 21 AND DRIVE SOUTHWEST FOR 4.00 MI (6.44 KM) TO A REVERSE
 BU2174'Y-INTERSECTION WITH COVINGTON COUNTY ROAD 7 LEFT AND RIGHT.  TURN
 BU2174'LEFT ON COVINGTON COUNTY ROAD 7 AND DRIVE SOUTH FOR 1.30 MI
 BU2174'(2.09 KM) TO A DIRT ROAD LEFT.  TURN LEFT ON THE DIRT ROAD AND DRIVE
 BU2174'SOUTHEAST FOR 1.15 MI (1.85 KM) TO THE STATION ON THE RIGHT.
 BU2174'THE STATION IS 2.5 FT (0.8 M) EAST OF A TWO STRAND ELECTRIC FENCE ON
 BU2174'OLD WOOD POSTS, 17.6 FT (5.4 M) WEST OF THE CENTER OF THE DIRT ROAD,
 BU2174'59.3 FT (18.1 M) NORTH-NORTHEAST OF A JUNCTION POWER POLE WITH ONE
 BU2174'TRANSFORMER AND ONE GUY WIRE, 77.7 FT (23.7 M) SOUTH-SOUTHWEST OF THE
 BU2174'SOUTH POST OF A METAL GATE ACROSS THE ROAD, 92.1 FT (28.1 M)
 BU2174'SOUTH-SOUTHWEST OF THE NORTH POST OF A METAL GATE ACROSS THE ROAD, 2.3
 BU2174'FT (0.7 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BU2174'GROUND.
 BU2174'STATION 20-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2175 ***********************************************************************
 BU2175  DESIGNATION -  20 29
 BU2175  PID         -  BU2175
 BU2175  STATE/COUNTY-  AL/COVINGTON
 BU2175  USGS QUAD   -  LOANGO (1986)
 BU2175
 BU2175                         *CURRENT SURVEY CONTROL
 BU2175  ___________________________________________________________________
 BU2175* NAD 83(1992)-  31 18 17.69883(N)    086 38 40.96643(W)     ADJUSTED  
 BU2175* NAVD 88     -        83.4    (meters)     274.     (feet)  GPS OBS   
 BU2175  ___________________________________________________________________
 BU2175  X           -     319,240.342 (meters)                     COMP
 BU2175  Y           -  -5,445,200.344 (meters)                     COMP
 BU2175  Z           -   3,294,854.315 (meters)                     COMP
 BU2175  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 BU2175  ELLIP HEIGHT-          56.31  (meters)          (07/29/02) GPS OBS
 BU2175  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BU2175
 BU2175  HORZ ORDER  -  FIRST
 BU2175  ELLP ORDER  -  FOURTH    CLASS I
 BU2175
 BU2175.The horizontal coordinates were established by GPS observations
 BU2175.and adjusted by the National Geodetic Survey in March 1994..
 BU2175
 BU2175.The orthometric height was determined by GPS observations and a
 BU2175.high-resolution geoid model.
 BU2175
 BU2175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2175
 BU2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2175
 BU2175.The ellipsoidal height was determined by GPS observations
 BU2175.and is referenced to NAD 83.
 BU2175
 BU2175.The geoid height was determined by GEOID03.
 BU2175
 BU2175;                    North         East     Units Scale Factor Converg.
 BU2175;SPC AL E     -    89,519.916   122,759.349   MT  1.00003356   -0 25 17.8
 BU2175;UTM  16      - 3,463,449.590   533,809.557   MT  0.99961410   +0 11 04.6
 BU2175
 BU2175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2175!SPC AL E     -   0.99999116  x   1.00003356  =   1.00002472
 BU2175!UTM  16      -   0.99999116  x   0.99961410  =   0.99960526
 BU2175
 BU2175:                Primary Azimuth Mark                     Grid Az
 BU2175:SPC AL E     -  20 28                                    162 38 26.3
 BU2175:UTM  16      -  20 28                                    162 02 03.9
 BU2175
 BU2175|---------------------------------------------------------------------|
 BU2175| PID    Reference Object                     Distance      Geod. Az  |
 BU2175|                                                           dddmmss.s |
 BU2175| BU2174 20 28                               434.123 METERS 1621308.5 |
 BU2175|---------------------------------------------------------------------|
 BU2175
 BU2175                          SUPERSEDED SURVEY CONTROL
 BU2175
 BU2175  ELLIP H (03/24/94)   56.35   (m)                       GP(       ) 4 1
 BU2175  NGVD 29 (05/23/94)   83.4    (m)          274.     (f) GPS OBS        
 BU2175
 BU2175.Superseded values are not recommended for survey control.
 BU2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2175.See file dsdata.txt to determine how the superseded data were derived.
 BU2175
 BU2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3381063450(NAD 83)
 BU2175_MARKER: DD = SURVEY DISK
 BU2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2175_SP_SET: CONCRETE POST
 BU2175_STAMPING: 20-29 1993
 BU2175_MARK LOGO: ALHD  
 BU2175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2175+STABILITY: SURFACE MOTION
 BU2175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2175+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2175
 BU2175  HISTORY     - Date     Condition        Report By
 BU2175  HISTORY     - 1993     MONUMENTED       ALHD
 BU2175
 BU2175                          STATION DESCRIPTION
 BU2175
 BU2175'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2175'THE STATION IS IN COVINGTON COUNTY ON THE WEST RIGHT OF WAY OF A DIRT
 BU2175'ROAD ABOUT 9.55 MI (15.37 KM) WEST OF ANDALUSIA AND ABOUT 6.55 MI
 BU2175'(10.54 KM) SOUTHWEST OF RIVER FALLS.
 BU2175'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 NORTH
 BU2175'(MILEPOST 128.53 ON U.S. 84 AND MILEPOST 31.54 ON AL 55) IN RIVER
 BU2175'FALLS, DRIVE WEST ON U.S. 84 FOR 2.65 MI (4.26 KM) TO MILEPOST 125.90
 BU2175'AND COVINGTON COUNTY ROAD 21 LEFT.  TURN LEFT ON COVINGTON COUNTY
 BU2175'ROAD 21 AND DRIVE SOUTHWEST FOR 4.00 MI (6.44 KM) TO A REVERSE
 BU2175'Y-INTERSECTION WITH COVINGTON COUNTY ROAD 7 LEFT AND RIGHT. TURN LEFT
 BU2175'ON COVINGTON COUNTY ROAD 7 AND DRIVE SOUTH FOR 1.30 MI (2.09 KM) TO A
 BU2175'DIRT ROAD LEFT. TURN LEFT ON THE DIRT ROAD AND DRIVE SOUTHEAST FOR
 BU2175'0.90 MI (1.45 KM) TO THE STATION ON THE RIGHT.
 BU2175'THE STATION IS 20.0 FT (6.1 M) NORTHWEST OF THE CENTER OF AN ABANDONED
 BU2175'LOG ROAD, 23.4 FT (7.1 M) SOUTHWEST OF THE CENTER OF THE DIRT ROAD,
 BU2175'49.6 FT (15.1 M) WEST OF THE CENTER OF AN ABANDONED LOG ROAD ACROSS
 BU2175'THE DIRT ROAD, 1.8 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST
 BU2175'AND SET FLUSH WITH THE GROUND.
 BU2175'STATION 20-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2007 ***********************************************************************
 BU2007  DESIGNATION -  20 3
 BU2007  PID         -  BU2007
 BU2007  STATE/COUNTY-  AL/COVINGTON
 BU2007  USGS QUAD   -  RED LEVEL (1986)
 BU2007
 BU2007                         *CURRENT SURVEY CONTROL
 BU2007  ___________________________________________________________________
 BU2007* NAD 83(1992)-  31 26 40.03907(N)    086 36 47.60355(W)     ADJUSTED  
 BU2007* NAVD 88     -       117.3    (meters)     385.     (feet)  VERTCON   
 BU2007  ___________________________________________________________________
 BU2007  X           -     321,758.818 (meters)                     COMP
 BU2007  Y           -  -5,437,011.958 (meters)                     COMP
 BU2007  Z           -   3,308,081.389 (meters)                     COMP
 BU2007  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 BU2007  ELLIP HEIGHT-          90.20  (meters)          (07/29/02) GPS OBS
 BU2007  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BU2007
 BU2007  HORZ ORDER  -  FIRST
 BU2007  ELLP ORDER  -  FOURTH    CLASS I
 BU2007
 BU2007.The horizontal coordinates were established by GPS observations
 BU2007.and adjusted by the National Geodetic Survey in December 1992..
 BU2007
 BU2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2007
 BU2007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2007
 BU2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2007
 BU2007.The ellipsoidal height was determined by GPS observations
 BU2007.and is referenced to NAD 83.
 BU2007
 BU2007.The geoid height was determined by GEOID03.
 BU2007
 BU2007;                    North         East     Units Scale Factor Converg.
 BU2007;SPC AL E     -   104,969.838   125,866.799   MT  1.00002776   -0 24 24.7
 BU2007;UTM  16      - 3,478,925.158   536,751.820   MT  0.99961666   +0 12 06.4
 BU2007
 BU2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2007!SPC AL E     -   0.99998584  x   1.00002776  =   1.00001360
 BU2007!UTM  16      -   0.99998584  x   0.99961666  =   0.99960250
 BU2007
 BU2007                          SUPERSEDED SURVEY CONTROL
 BU2007
 BU2007  ELLIP H (12/04/92)   90.27   (m)                       GP(       ) 4 1
 BU2007  NAD 83(1986)-  31 26 40.05359(N)    086 36 47.60532(W) AD(       ) 1
 BU2007  NAD 83(1986)-  31 26 40.05319(N)    086 36 47.60476(W) AD(       ) 1
 BU2007  NGVD 29 (12/04/92)  117.3    (m)          385.     (f) GPS OBS        
 BU2007
 BU2007.Superseded values are not recommended for survey control.
 BU2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2007.See file dsdata.txt to determine how the superseded data were derived.
 BU2007
 BU2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3675278925(NAD 83)
 BU2007_MARKER: DD = SURVEY DISK
 BU2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2007_SP_SET: CONCRETE POST
 BU2007_STAMPING: 20-3 1989
 BU2007_MARK LOGO: ALHD  
 BU2007_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BU2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2007+STABILITY: SURFACE MOTION
 BU2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2007+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BU2007
 BU2007  HISTORY     - Date     Condition        Report By
 BU2007  HISTORY     - 1989     MONUMENTED       ALHD
 BU2007
 BU2007                          STATION DESCRIPTION
 BU2007
 BU2007'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2007'THE STATION IS LOCATED ON THE NORTHEAST RIGHT OF WAY OF COVINGTON
 BU2007'COUNTY ROAD NO. 107, ABOUT 4.51 KM (2.80 MI) NORTH OF RED LEVEL AND
 BU2007'ABOUT 13.36 KM (8.30 MI) SOUTHEAST OF MCKENZIE, IN THE NORTHEAST
 BU2007'QUADRANT OF THE INTERSECTION OF COVINGTON COUNTY ROAD NO. 51 AND
 BU2007'COVINGTON COUNTY ROAD NO. 107.  BEFORE USING THIS STATION PLEASE
 BU2007'NOTIFY MR. OR MRS. JESSIE HALL, ROUTE 2, BOX 388 A, RED LEVEL, AL
 BU2007'36474, TELEPHONE (205)-469-5069.
 BU2007'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA HIGHWAY 55 AND
 BU2007'COVINGTON COUNTY ROAD NO. 82 IN RED LEVEL, DRIVE NORTH ON ALABAMA 55
 BU2007'FOR 4.35 KM (2.70 MI) TO MILE POST 39.80 AND COVINGTON COUNTY ROAD NO.
 BU2007'107 ON THE RIGHT, TURN RIGHT ON COVINGTON COUNTY ROAD NO. 107 AND
 BU2007'DRIVE NORTH FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 BU2007'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 13.84 M (45.4 FT)
 BU2007'NORTHEAST OF THE CENTER LINE OF COVINGTON COUNTY ROAD NO. 107, 31.70 M
 BU2007'(104.0 FT) NORTH-NORTHWEST OF THE CENTER LINE OF COVINGTON COUNTY ROAD
 BU2007'NO. 51, 9.14 M (30.0 FT) NORTH-NORTHWEST OF UNDERGROUND TELEPHONE
 BU2007'CABLE PEDESTAL NO. 45, 21.49 M (70.5 FT) SOUTH-SOUTHEAST OF A FENCE
 BU2007'CORNER, 24.99 M (82.0 FT) SOUTHWEST OF AN 18-INCH HICKORY TREE, AND
 BU2007'0.91 M (3.0 FT) WEST OF A CARSONITE WITNESS POST.
 BU2007'STATION 20-4 CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2176 ***********************************************************************
 BU2176  DESIGNATION -  20 30
 BU2176  PID         -  BU2176
 BU2176  STATE/COUNTY-  AL/COVINGTON
 BU2176  USGS QUAD   -  OPP WEST (1986)
 BU2176
 BU2176                         *CURRENT SURVEY CONTROL
 BU2176  ___________________________________________________________________
 BU2176* NAD 83(1992)-  31 17 23.24303(N)    086 20 28.20474(W)     ADJUSTED  
 BU2176* NAVD 88     -        89.7    (meters)     294.     (feet)  GPS OBS   
 BU2176  ___________________________________________________________________
 BU2176  X           -     348,139.582 (meters)                     COMP
 BU2176  Y           -  -5,444,307.695 (meters)                     COMP
 BU2176  Z           -   3,293,424.592 (meters)                     COMP
 BU2176  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BU2176  ELLIP HEIGHT-          62.84  (meters)          (07/29/02) GPS OBS
 BU2176  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BU2176
 BU2176  HORZ ORDER  -  FIRST
 BU2176  ELLP ORDER  -  FOURTH    CLASS I
 BU2176
 BU2176.The horizontal coordinates were established by GPS observations
 BU2176.and adjusted by the National Geodetic Survey in March 1994..
 BU2176
 BU2176.The orthometric height was determined by GPS observations and a
 BU2176.high-resolution geoid model.
 BU2176
 BU2176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2176
 BU2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2176
 BU2176.The ellipsoidal height was determined by GPS observations
 BU2176.and is referenced to NAD 83.
 BU2176
 BU2176.The geoid height was determined by GEOID03.
 BU2176
 BU2176;                    North         East     Units Scale Factor Converg.
 BU2176;SPC AL E     -    87,669.934   151,648.554   MT  0.99998882   -0 15 49.5
 BU2176;UTM  16      - 3,461,905.884   562,705.734   MT  0.99964850   +0 20 31.9
 BU2176
 BU2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2176!SPC AL E     -   0.99999013  x   0.99998882  =   0.99997895
 BU2176!UTM  16      -   0.99999013  x   0.99964850  =   0.99963864
 BU2176
 BU2176:                Primary Azimuth Mark                     Grid Az
 BU2176:SPC AL E     -  20 31                                    336 39 00.9
 BU2176:UTM  16      -  20 31                                    336 02 39.5
 BU2176
 BU2176|---------------------------------------------------------------------|
 BU2176| PID    Reference Object                     Distance      Geod. Az  |
 BU2176|                                                           dddmmss.s |
 BU2176| BU2177 20 31                               424.038 METERS 3362311.4 |
 BU2176|---------------------------------------------------------------------|
 BU2176
 BU2176                          SUPERSEDED SURVEY CONTROL
 BU2176
 BU2176  ELLIP H (03/24/94)   62.87   (m)                       GP(       ) 4 1
 BU2176  NGVD 29 (05/23/94)   89.7    (m)          294.     (f) GPS OBS        
 BU2176
 BU2176.Superseded values are not recommended for survey control.
 BU2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2176.See file dsdata.txt to determine how the superseded data were derived.
 BU2176
 BU2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6270661906(NAD 83)
 BU2176_MARKER: DD = SURVEY DISK
 BU2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2176_SP_SET: CONCRETE POST
 BU2176_STAMPING: 20-30 1993
 BU2176_MARK LOGO: ALHD  
 BU2176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2176+STABILITY: SURFACE MOTION
 BU2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2176+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2176
 BU2176  HISTORY     - Date     Condition        Report By
 BU2176  HISTORY     - 1993     MONUMENTED       ALHD
 BU2176
 BU2176                          STATION DESCRIPTION
 BU2176
 BU2176'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2176'THE STATION IS IN COVINGTON COUNTY ON THE SOUTHWEST RIGHT OF WAY OF A
 BU2176'DIRT ROAD ABOUT 5.10 MI (8.21 KM) WEST OF OPP AND ABOUT 8.40 MI
 BU2176'(13.52 KM) EAST OF ANDALUSIA IN BABBIE.
 BU2176'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND U.S. 84
 BU2176'(MILEPOST 22.25 ON U.S. 331 AND MILEPOST 148.98 ON U.S. 84) IN OPP,
 BU2176'DRIVE WEST ON U.S. 84 FOR 5.15 MI (8.29 KM) TO MILEPOST 143.85 AND A
 BU2176'DIRT ROAD RIGHT. TURN RIGHT ON THE DIRT ROAD AND DRIVE NORTH FOR 1.20
 BU2176'MI (1.93 KM) TO THE STATION ON THE LEFT.
 BU2176'THE STATION IS 22.0 FT (6.7 M) WEST-SOUTHWEST OF THE CENTER OF THE
 BU2176'DIRT ROAD, 42.8 FT (13.0 M) WEST-SOUTHWEST OF A FIVE STRAND BARBED
 BU2176'WIRE FENCE ON TREATED WOOD POSTS ACROSS THE DIRT ROAD, 2.0 FT
 BU2176'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BU2176'GROUND.
 BU2176'STATION 20-31 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2177 ***********************************************************************
 BU2177  DESIGNATION -  20 31
 BU2177  PID         -  BU2177
 BU2177  STATE/COUNTY-  AL/COVINGTON
 BU2177  USGS QUAD   -  OPP WEST (1986)
 BU2177
 BU2177                         *CURRENT SURVEY CONTROL
 BU2177  ___________________________________________________________________
 BU2177* NAD 83(1992)-  31 17 35.85832(N)    086 20 34.62710(W)     ADJUSTED  
 BU2177* NAVD 88     -        89.3    (meters)     293.     (feet)  GPS OBS   
 BU2177  ___________________________________________________________________
 BU2177  X           -     347,957.174 (meters)                     COMP
 BU2177  Y           -  -5,444,116.834 (meters)                     COMP
 BU2177  Z           -   3,293,756.422 (meters)                     COMP
 BU2177  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BU2177  ELLIP HEIGHT-          62.48  (meters)          (07/29/02) GPS OBS
 BU2177  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 BU2177
 BU2177  HORZ ORDER  -  FIRST
 BU2177  ELLP ORDER  -  FOURTH    CLASS I
 BU2177
 BU2177.The horizontal coordinates were established by GPS observations
 BU2177.and adjusted by the National Geodetic Survey in March 1994..
 BU2177
 BU2177.The orthometric height was determined by GPS observations and a
 BU2177.high-resolution geoid model.
 BU2177
 BU2177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2177
 BU2177.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2177
 BU2177.The ellipsoidal height was determined by GPS observations
 BU2177.and is referenced to NAD 83.
 BU2177
 BU2177.The geoid height was determined by GEOID03.
 BU2177
 BU2177;                    North         East     Units Scale Factor Converg.
 BU2177;SPC AL E     -    88,059.241   151,480.492   MT  0.99998903   -0 15 53.0
 BU2177;UTM  16      - 3,462,293.260   562,533.622   MT  0.99964823   +0 20 28.7
 BU2177
 BU2177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2177!SPC AL E     -   0.99999019  x   0.99998903  =   0.99997922
 BU2177!UTM  16      -   0.99999019  x   0.99964823  =   0.99963842
 BU2177
 BU2177:                Primary Azimuth Mark                     Grid Az
 BU2177:SPC AL E     -  20 30                                    156 39 01.1
 BU2177:UTM  16      -  20 30                                    156 02 39.4
 BU2177
 BU2177|---------------------------------------------------------------------|
 BU2177| PID    Reference Object                     Distance      Geod. Az  |
 BU2177|                                                           dddmmss.s |
 BU2177| BU2176 20 30                               424.038 METERS 1562308.1 |
 BU2177|---------------------------------------------------------------------|
 BU2177
 BU2177                          SUPERSEDED SURVEY CONTROL
 BU2177
 BU2177  ELLIP H (03/24/94)   62.52   (m)                       GP(       ) 4 1
 BU2177  NGVD 29 (05/23/94)   89.4    (m)          293.     (f) GPS OBS        
 BU2177
 BU2177.Superseded values are not recommended for survey control.
 BU2177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2177.See file dsdata.txt to determine how the superseded data were derived.
 BU2177
 BU2177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6253462293(NAD 83)
 BU2177_MARKER: DD = SURVEY DISK
 BU2177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2177_SP_SET: CONCRETE POST
 BU2177_STAMPING: 20-31 1993
 BU2177_MARK LOGO: ALHD  
 BU2177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2177+STABILITY: SURFACE MOTION
 BU2177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2177+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2177
 BU2177  HISTORY     - Date     Condition        Report By
 BU2177  HISTORY     - 1993     MONUMENTED       ALHD
 BU2177
 BU2177                          STATION DESCRIPTION
 BU2177
 BU2177'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2177'THE STATION IS IN COVINGTON COUNTY ON THE NORTHWEST RIGHT OF WAY OF A
 BU2177'DIRT ROAD ABOUT 5.20 MI (8.37 KM) WEST OF OPP AND ABOUT 8.30 MI
 BU2177'(13.36 KM) EAST OF ANDALUSIA IN BABBIE.
 BU2177'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND U.S. 84
 BU2177'(MILEPOST 22.25 ON U.S. 331 AND MILEPOST 148.98 ON U.S. 84) IN OPP,
 BU2177'DRIVE WEST ON U.S. 84 FOR 5.15 MI (8.29 KM) TO MILEPOST 143.85  AND A
 BU2177'DIRT ROAD RIGHT. TURN RIGHT ON THE DIRT ROAD AND DRIVE NORTH FOR 1.45
 BU2177'MI (2.33 KM) TO THE STATION ON THE LEFT.
 BU2177'THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A HOG WIRE FENCE WITH
 BU2177'TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 15.0 FT (4.6 M)
 BU2177'NORTH-NORTHEAST OF A NO TRESPASSING SIGN, 19.0 FT (5.8 M)
 BU2177'NORTH-NORTHEAST OF THE NORTH END OF A HOG WIRE GATE ON A METAL FRAME
 BU2177'WITH TWO STRANDS OF BARBED WIRE, 28.6 FT (8.7 M) WEST OF THE CENTER
 BU2177'OF THE DIRT ROAD, 29.3 FT (8.9 M) NORTH-NORTHEAST OF THE SOUTH END OF
 BU2177'A HOG WIRE GATE ON A METAL FRAME WITH TWO STRANDS OF BARBED WIRE,
 BU2177'44.9 FT (13.7 M) NORTH OF AN EIGHT BY EIGHT CONCRETE RIGHT OF WAY
 BU2177'MARKER, 53.1 FT (16.2 M) NORTHWEST OF THE NORTH END OF A HOG WIRE
 BU2177'GATE ON A METAL FRAME WITH TWO STRANDS OF BARBED WIRE ACROSS THE DIRT
 BU2177'ROAD, 58.8 FT (17.9 M) NORTHWEST OF THE SOUTH END OF A HOG WIRE GATE
 BU2177'ON A METAL FRAME WITH TWO STRANDS OF BARBED WIRE ACROSS THE DIRT
 BU2177'ROAD, 2.7 FT (0.8 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH
 BU2177'WITH THE GROUND.
 BU2177'STATION 20-30 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2178 ***********************************************************************
 BU2178  DESIGNATION -  20 32
 BU2178  PID         -  BU2178
 BU2178  STATE/COUNTY-  AL/COVINGTON
 BU2178  USGS QUAD   -  OPP EAST (1986)
 BU2178
 BU2178                         *CURRENT SURVEY CONTROL
 BU2178  ___________________________________________________________________
 BU2178* NAD 83(1992)-  31 17 00.91709(N)    086 11 41.76124(W)     ADJUSTED  
 BU2178* NAVD 88     -       100.3    (meters)     329.     (feet)  GPS OBS   
 BU2178  ___________________________________________________________________
 BU2178  X           -     362,058.076 (meters)                     COMP
 BU2178  Y           -  -5,443,766.777 (meters)                     COMP
 BU2178  Z           -   3,292,842.488 (meters)                     COMP
 BU2178  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BU2178  ELLIP HEIGHT-          73.46  (meters)          (07/29/02) GPS OBS
 BU2178  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BU2178
 BU2178  HORZ ORDER  -  FIRST
 BU2178  ELLP ORDER  -  FOURTH    CLASS I
 BU2178
 BU2178.The horizontal coordinates were established by GPS observations
 BU2178.and adjusted by the National Geodetic Survey in March 1994..
 BU2178
 BU2178.The orthometric height was determined by GPS observations and a
 BU2178.high-resolution geoid model.
 BU2178
 BU2178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2178
 BU2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2178
 BU2178.The ellipsoidal height was determined by GPS observations
 BU2178.and is referenced to NAD 83.
 BU2178
 BU2178.The geoid height was determined by GEOID03.
 BU2178
 BU2178;                    North         East     Units Scale Factor Converg.
 BU2178;SPC AL E     -    86,927.485   165,569.518   MT  0.99997462   -0 11 16.0
 BU2178;UTM  16      - 3,461,310.876   576,629.296   MT  0.99967243   +0 25 05.1
 BU2178
 BU2178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2178!SPC AL E     -   0.99998846  x   0.99997462  =   0.99996309
 BU2178!UTM  16      -   0.99998846  x   0.99967243  =   0.99966090
 BU2178
 BU2178:                Primary Azimuth Mark                     Grid Az
 BU2178:SPC AL E     -  16 1                                     093 04 14.4
 BU2178:UTM  16      -  16 1                                     092 27 53.3
 BU2178
 BU2178|---------------------------------------------------------------------|
 BU2178| PID    Reference Object                     Distance      Geod. Az  |
 BU2178|                                                           dddmmss.s |
 BU2178| BU1997 16 1                                APPROX. 0.5 KM 0925258.4 |
 BU2178|---------------------------------------------------------------------|
 BU2178
 BU2178                          SUPERSEDED SURVEY CONTROL
 BU2178
 BU2178  ELLIP H (03/24/94)   73.50   (m)                       GP(       ) 4 1
 BU2178  NGVD 29 (05/23/94)  100.3    (m)          329.     (f) GPS OBS        
 BU2178
 BU2178.Superseded values are not recommended for survey control.
 BU2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2178.See file dsdata.txt to determine how the superseded data were derived.
 BU2178
 BU2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7662961311(NAD 83)
 BU2178_MARKER: DD = SURVEY DISK
 BU2178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2178_SP_SET: CONCRETE POST
 BU2178_STAMPING: 20-32 1993
 BU2178_MARK LOGO: ALHD  
 BU2178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2178+STABILITY: SURFACE MOTION
 BU2178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2178+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2178
 BU2178  HISTORY     - Date     Condition        Report By
 BU2178  HISTORY     - 1993     MONUMENTED       ALHD
 BU2178
 BU2178                          STATION DESCRIPTION
 BU2178
 BU2178'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2178'THE STATION IS IN COVINGTON COUNTY ON THE NORTH RIGHT OF WAY OF AL 134
 BU2178'ABOUT 3.55 MI (5.71 KM) EAST OF OPP IN COUNTY LINE.
 BU2178'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND AL 134
 BU2178'(MILEPOST 22.39 ON U.S. 331 AND MILEPOST 0.00 ON AL 134) IN OPP,
 BU2178'DRIVE EAST ON AL 134 FOR 3.60 MI (5.79 KM) TO MILEPOST 3.60 AND THE
 BU2178'STATION ON THE LEFT ACROSS THE ROAD FROM A CHEVRON STATION.
 BU2178'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH ONE
 BU2178'STRAND OF BARBED WIRE ON RUSTY METAL POSTS WITH WHITE TOPS, 22.0 FT
 BU2178'(6.7 M) EAST OF A CONCRETE RIGHT OF WAY MARKER, 32.6 FT (9.9 M)
 BU2178'NORTHEAST OF A METAL MAILBOX ON A TWO BY FOUR WOOD POST, 37.6 FT
 BU2178'(11.5 M) NORTH OF THE CENTERLINE OF AL 134, 50.8 FT (15.5 M) EAST OF
 BU2178'A JUNCTION POWER POLE WITH THREE GUY WIRES, 3.0 FT (0.9 M) SOUTH OF A
 BU2178'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2178'STATION 16-1 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2179 ***********************************************************************
 BU2179  DESIGNATION -  20 33
 BU2179  PID         -  BU2179
 BU2179  STATE/COUNTY-  AL/COVINGTON
 BU2179  USGS QUAD   -  LOANGO (1986)
 BU2179
 BU2179                         *CURRENT SURVEY CONTROL
 BU2179  ___________________________________________________________________
 BU2179* NAD 83(1992)-  31 15 17.37616(N)    086 38 52.55249(W)     ADJUSTED  
 BU2179* NAVD 88     -        69.1    (meters)     227.     (feet)  GPS OBS   
 BU2179  ___________________________________________________________________
 BU2179  X           -     319,102.376 (meters)                     COMP
 BU2179  Y           -  -5,448,084.768 (meters)                     COMP
 BU2179  Z           -   3,290,100.504 (meters)                     COMP
 BU2179  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 BU2179  ELLIP HEIGHT-          42.07  (meters)          (07/29/02) GPS OBS
 BU2179  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BU2179
 BU2179  HORZ ORDER  -  FIRST
 BU2179  ELLP ORDER  -  FOURTH    CLASS I
 BU2179
 BU2179.The horizontal coordinates were established by GPS observations
 BU2179.and adjusted by the National Geodetic Survey in March 1994..
 BU2179
 BU2179.The orthometric height was determined by GPS observations and a
 BU2179.high-resolution geoid model.
 BU2179
 BU2179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2179
 BU2179.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2179
 BU2179.The ellipsoidal height was determined by GPS observations
 BU2179.and is referenced to NAD 83.
 BU2179
 BU2179.The geoid height was determined by GEOID03.
 BU2179
 BU2179;                    North         East     Units Scale Factor Converg.
 BU2179;SPC AL E     -    83,968.484   122,411.963   MT  1.00003422   -0 25 21.6
 BU2179;UTM  16      - 3,457,897.128   533,521.005   MT  0.99961386   +0 10 57.6
 BU2179
 BU2179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2179!SPC AL E     -   0.99999339  x   1.00003422  =   1.00002761
 BU2179!UTM  16      -   0.99999339  x   0.99961386  =   0.99960726
 BU2179
 BU2179:                Primary Azimuth Mark                     Grid Az
 BU2179:SPC AL E     -  20 34                                    131 35 59.2
 BU2179:UTM  16      -  20 34                                    130 59 40.0
 BU2179
 BU2179|---------------------------------------------------------------------|
 BU2179| PID    Reference Object                     Distance      Geod. Az  |
 BU2179|                                                           dddmmss.s |
 BU2179| BU2180 20 34                               479.421 METERS 1311037.6 |
 BU2179|---------------------------------------------------------------------|
 BU2179
 BU2179                          SUPERSEDED SURVEY CONTROL
 BU2179
 BU2179  ELLIP H (03/24/94)   42.11   (m)                       GP(       ) 4 1
 BU2179  NGVD 29 (05/23/94)   69.1    (m)          227.     (f) GPS OBS        
 BU2179
 BU2179.Superseded values are not recommended for survey control.
 BU2179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2179.See file dsdata.txt to determine how the superseded data were derived.
 BU2179
 BU2179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3352157897(NAD 83)
 BU2179_MARKER: DD = SURVEY DISK
 BU2179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2179_SP_SET: CONCRETE POST
 BU2179_STAMPING: 20-33 1993
 BU2179_MARK LOGO: ALHD  
 BU2179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2179+STABILITY: SURFACE MOTION
 BU2179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2179+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2179
 BU2179  HISTORY     - Date     Condition        Report By
 BU2179  HISTORY     - 1993     MONUMENTED       ALHD
 BU2179
 BU2179                          STATION DESCRIPTION
 BU2179
 BU2179'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2179'THE STATION IS IN COVINGTON COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 BU2179'COVINGTON COUNTY ROAD 7 ABOUT 10.35 MI (16.66 KM) SOUTHWEST OF
 BU2179'ANDALUSIA AND ABOUT 8.70 MI (14.00 KM) SOUTHWEST OF RIVER FALLS.
 BU2179'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2179'43.60 ON U.S. 29 AND MILEPOST 0.00 ON AL 100) IN ANDALUSIA, DRIVE
 BU2179'SOUTH ON U.S. 29 FOR 0.05 MI (0.08 KM) TO MILEPOST 43.55 AND
 BU2179'COVINGTON COUNTY ROAD 42 RIGHT. TURN RIGHT ON COVINGTON COUNTY ROAD
 BU2179'42 AND DRIVE WEST AND SOUTHWEST FOR 9.40 MI (15.13 KM) TO COVINGTON
 BU2179'COUNTY ROAD 7 RIGHT. TURN RIGHT ON COVINGTON COUNTY ROAD 7 AND DRIVE
 BU2179'NORTHWEST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.
 BU2179'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A HOG WIRE FENCE WITH ONE
 BU2179'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 44.6 FT (13.6 M)
 BU2179'NORTHEAST OF THE CENTERLINE OF COVINGTON COUNTY ROAD 7, 65.6 FT
 BU2179'(20.0 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL 4, 65.7 FT (20.0 M)
 BU2179'SOUTHEAST OF A BURIED CABLE SIGN, 85.4 FT (26.0 M) EAST OF A BLACK
 BU2179'MAILBOX WITH A ROOSTER ON IT ACROSS THE ROAD (407A), 3.0 FT (0.9 M)
 BU2179'SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2179'STATION 20-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2180 ***********************************************************************
 BU2180  DESIGNATION -  20 34
 BU2180  PID         -  BU2180
 BU2180  STATE/COUNTY-  AL/COVINGTON
 BU2180  USGS QUAD   -  LOANGO (1986)
 BU2180
 BU2180                         *CURRENT SURVEY CONTROL
 BU2180  ___________________________________________________________________
 BU2180* NAD 83(1992)-  31 15 07.12716(N)    086 38 38.91440(W)     ADJUSTED  
 BU2180* NAVD 88     -        57.5    (meters)     189.     (feet)  GPS OBS   
 BU2180  ___________________________________________________________________
 BU2180  X           -     319,471.607 (meters)                     COMP
 BU2180  Y           -  -5,448,217.279 (meters)                     COMP
 BU2180  Z           -   3,289,824.661 (meters)                     COMP
 BU2180  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 BU2180  ELLIP HEIGHT-          30.51  (meters)          (07/29/02) GPS OBS
 BU2180  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BU2180
 BU2180  HORZ ORDER  -  FIRST
 BU2180  ELLP ORDER  -  FOURTH    CLASS I
 BU2180
 BU2180.The horizontal coordinates were established by GPS observations
 BU2180.and adjusted by the National Geodetic Survey in March 1994..
 BU2180
 BU2180.The orthometric height was determined by GPS observations and a
 BU2180.high-resolution geoid model.
 BU2180
 BU2180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2180
 BU2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2180
 BU2180.The ellipsoidal height was determined by GPS observations
 BU2180.and is referenced to NAD 83.
 BU2180
 BU2180.The geoid height was determined by GEOID03.
 BU2180
 BU2180;                    North         East     Units Scale Factor Converg.
 BU2180;SPC AL E     -    83,650.175   122,770.487   MT  1.00003354   -0 25 14.4
 BU2180;UTM  16      - 3,457,582.756   533,882.720   MT  0.99961416   +0 11 04.6
 BU2180
 BU2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2180!SPC AL E     -   0.99999521  x   1.00003354  =   1.00002875
 BU2180!UTM  16      -   0.99999521  x   0.99961416  =   0.99960937
 BU2180
 BU2180:                Primary Azimuth Mark                     Grid Az
 BU2180:SPC AL E     -  20 33                                    311 35 59.1
 BU2180:UTM  16      -  20 33                                    310 59 40.1
 BU2180
 BU2180|---------------------------------------------------------------------|
 BU2180| PID    Reference Object                     Distance      Geod. Az  |
 BU2180|                                                           dddmmss.s |
 BU2180| BU2179 20 33                               479.421 METERS 3111044.7 |
 BU2180|---------------------------------------------------------------------|
 BU2180
 BU2180                          SUPERSEDED SURVEY CONTROL
 BU2180
 BU2180  ELLIP H (03/24/94)   30.54   (m)                       GP(       ) 4 1
 BU2180  NGVD 29 (05/23/94)   57.5    (m)          189.     (f) GPS OBS        
 BU2180
 BU2180.Superseded values are not recommended for survey control.
 BU2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2180.See file dsdata.txt to determine how the superseded data were derived.
 BU2180
 BU2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3388357583(NAD 83)
 BU2180_MARKER: DD = SURVEY DISK
 BU2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2180_SP_SET: CONCRETE POST
 BU2180_STAMPING: 20-34 1993
 BU2180_MARK LOGO: ALHD  
 BU2180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2180+STABILITY: SURFACE MOTION
 BU2180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2180+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2180
 BU2180  HISTORY     - Date     Condition        Report By
 BU2180  HISTORY     - 1993     MONUMENTED       ALHD
 BU2180
 BU2180                          STATION DESCRIPTION
 BU2180
 BU2180'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2180'THE STATION IS IN COVINGTON COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2180'COVINGTON COUNTY ROAD 42 ABOUT 10.25 MI (16.50 KM) SOUTHWEST OF
 BU2180'ANDALUSIA AND ABOUT 8.75 MI (14.08 KM) SOUTHWEST OF RIVER FALLS.
 BU2180'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2180'43.60 ON U.S. 29 AND MILEPOST 0.00 ON AL 100) IN ANDALUSIA, DRIVE
 BU2180'SOUTH ON U.S. 29 FOR 0.05 MI (0.08 KM) TO MILEPOST 43.55 AND
 BU2180'COVINGTON COUNTY ROAD 42 RIGHT. TURN RIGHT ON COVINGTON COUNTY ROAD
 BU2180'42 AND DRIVE WEST AND SOUTHWEST FOR 9.30 MI (14.97 KM) TO THE STATION
 BU2180'ON THE RIGHT.
 BU2180'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH ONE
 BU2180'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 54.3 FT (16.6 M) NORTH
 BU2180'OF THE CENTERLINE OF COVINGTON COUNTY ROAD 42, 76.0 FT (23.2 M) WEST
 BU2180'OF A FIRE HYDRANT, 3.1 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST
 BU2180'AND SET FLUSH WITH THE GROUND.
 BU2180'STATION 20-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2181 ***********************************************************************
 BU2181  DESIGNATION -  20 35
 BU2181  PID         -  BU2181
 BU2181  STATE/COUNTY-  AL/COVINGTON
 BU2181  USGS QUAD   -  CAROLINA (1981)
 BU2181
 BU2181                         *CURRENT SURVEY CONTROL
 BU2181  ___________________________________________________________________
 BU2181* NAD 83(1992)-  31 12 24.66935(N)    086 30 25.58089(W)     ADJUSTED  
 BU2181* NAVD 88     -        87.0    (meters)     285.     (feet)  GPS OBS   
 BU2181  ___________________________________________________________________
 BU2181  X           -     332,661.031 (meters)                     COMP
 BU2181  Y           -  -5,450,052.125 (meters)                     COMP
 BU2181  Z           -   3,285,561.555 (meters)                     COMP
 BU2181  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 BU2181  ELLIP HEIGHT-          60.07  (meters)          (07/29/02) GPS OBS
 BU2181  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BU2181
 BU2181  HORZ ORDER  -  FIRST
 BU2181  ELLP ORDER  -  FOURTH    CLASS I
 BU2181
 BU2181.The horizontal coordinates were established by GPS observations
 BU2181.and adjusted by the National Geodetic Survey in March 1994..
 BU2181
 BU2181.The orthometric height was determined by GPS observations and a
 BU2181.high-resolution geoid model.
 BU2181
 BU2181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2181
 BU2181.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2181
 BU2181.The ellipsoidal height was determined by GPS observations
 BU2181.and is referenced to NAD 83.
 BU2181
 BU2181.The geoid height was determined by GEOID03.
 BU2181
 BU2181;                    North         East     Units Scale Factor Converg.
 BU2181;SPC AL E     -    78,559.072   135,793.054   MT  1.00001083   -0 20 56.8
 BU2181;UTM  16      - 3,452,631.408   546,953.060   MT  0.99962719   +0 15 19.4
 BU2181
 BU2181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2181!SPC AL E     -   0.99999057  x   1.00001083  =   1.00000140
 BU2181!UTM  16      -   0.99999057  x   0.99962719  =   0.99961776
 BU2181
 BU2181:                Primary Azimuth Mark                     Grid Az
 BU2181:SPC AL E     -  20 36                                    003 08 09.0
 BU2181:UTM  16      -  20 36                                    002 31 52.8
 BU2181
 BU2181|---------------------------------------------------------------------|
 BU2181| PID    Reference Object                     Distance      Geod. Az  |
 BU2181|                                                           dddmmss.s |
 BU2181| BU2182 20 36                               APPROX. 0.6 KM 0024712.2 |
 BU2181|---------------------------------------------------------------------|
 BU2181
 BU2181                          SUPERSEDED SURVEY CONTROL
 BU2181
 BU2181  ELLIP H (03/24/94)   60.10   (m)                       GP(       ) 4 1
 BU2181  NGVD 29 (05/23/94)   87.0    (m)          285.     (f) GPS OBS        
 BU2181
 BU2181.Superseded values are not recommended for survey control.
 BU2181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2181.See file dsdata.txt to determine how the superseded data were derived.
 BU2181
 BU2181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4695352631(NAD 83)
 BU2181_MARKER: DD = SURVEY DISK
 BU2181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2181_SP_SET: CONCRETE POST
 BU2181_STAMPING: 20-35 1993
 BU2181_MARK LOGO: ALHD  
 BU2181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2181+STABILITY: SURFACE MOTION
 BU2181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2181+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2181
 BU2181  HISTORY     - Date     Condition        Report By
 BU2181  HISTORY     - 1993     MONUMENTED       ALHD
 BU2181
 BU2181                          STATION DESCRIPTION
 BU2181
 BU2181'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2181'THE STATION IS IN COVINGTON COUNTY ON THE WEST RIGHT OF WAY OF
 BU2181'COVINGTON COUNTY ROAD 31 ABOUT 7.10 MI (11.43 KM) SOUTH OF ANDALUSIA
 BU2181'AND ABOUT 15.65 MI (25.19 KM) WEST-SOUTHWEST OF OPP.
 BU2181'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2181'43.60 ON U.S. 29 AND MILEPOST 0.00 ON AL 100) IN ANDALUSIA, DRIVE
 BU2181'SOUTHWEST ON U.S. 29 FOR 4.00 MI (6.44 KM) TO MILEPOST 39.60 AND
 BU2181'COVINGTON COUNTY ROAD 31 LEFT. TURN LEFT ON COVINGTON COUNTY ROAD 31
 BU2181'AND DRIVE SOUTHEAST AND SOUTH FOR 2.90 MI (4.67 KM) TO THE STATION ON
 BU2181'THE RIGHT.
 BU2181'THE STATION IS 43.5 FT (13.3 M) WEST OF THE CENTERLINE OF COVINGTON
 BU2181'COUNTY ROAD 31, 50.7 FT (15.5 M) NORTHWEST OF A RED PLASTIC NEWSPAPER
 BU2181'BOX ON A METAL POST, 51.1 FT (15.6 M) NORTHWEST OF A METAL MAILBOX ON
 BU2181'A FOUR BY FOUR POST (J.R. WIGGINS), 73.4 FT (22.4 M) NORTH OF THE
 BU2181'CENTER OF A DIRT DRIVEWAY LEADING WEST, 136.6 FT (41.6 M) SOUTHWEST
 BU2181'OF TELEPHONE CABLE PEDESTAL P 54 ACROSS THE ROAD, 142.6 FT (43.5 M)
 BU2181'SOUTH OF A RED PLASTIC NEWSPAPER BOX ON A METAL POST, 1.7 FT (0.5 M)
 BU2181'EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2181'STATION 20-36 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2182 ***********************************************************************
 BU2182  DESIGNATION -  20 36
 BU2182  PID         -  BU2182
 BU2182  STATE/COUNTY-  AL/COVINGTON
 BU2182  USGS QUAD   -  CAROLINA (1981)
 BU2182
 BU2182                         *CURRENT SURVEY CONTROL
 BU2182  ___________________________________________________________________
 BU2182* NAD 83(1992)-  31 12 43.61941(N)    086 30 24.50766(W)     ADJUSTED  
 BU2182* NAVD 88     -        91.3    (meters)     300.     (feet)  GPS OBS   
 BU2182  ___________________________________________________________________
 BU2182  X           -     332,671.187 (meters)                     COMP
 BU2182  Y           -  -5,449,752.216 (meters)                     COMP
 BU2182  Z           -   3,286,062.955 (meters)                     COMP
 BU2182  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BU2182  ELLIP HEIGHT-          64.38  (meters)          (07/29/02) GPS OBS
 BU2182  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BU2182
 BU2182  HORZ ORDER  -  FIRST
 BU2182  ELLP ORDER  -  FOURTH    CLASS I
 BU2182
 BU2182.The horizontal coordinates were established by GPS observations
 BU2182.and adjusted by the National Geodetic Survey in March 1994..
 BU2182
 BU2182.The orthometric height was determined by GPS observations and a
 BU2182.high-resolution geoid model.
 BU2182
 BU2182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2182
 BU2182.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2182
 BU2182.The ellipsoidal height was determined by GPS observations
 BU2182.and is referenced to NAD 83.
 BU2182
 BU2182.The geoid height was determined by GEOID03.
 BU2182
 BU2182;                    North         East     Units Scale Factor Converg.
 BU2182;SPC AL E     -    79,142.519   135,825.019   MT  1.00001078   -0 20 56.4
 BU2182;UTM  16      - 3,453,214.936   546,978.857   MT  0.99962722   +0 15 20.1
 BU2182
 BU2182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2182!SPC AL E     -   0.99998989  x   1.00001078  =   1.00000067
 BU2182!UTM  16      -   0.99998989  x   0.99962722  =   0.99961711
 BU2182
 BU2182:                Primary Azimuth Mark                     Grid Az
 BU2182:SPC AL E     -  20 35                                    183 08 09.2
 BU2182:UTM  16      -  20 35                                    182 31 52.7
 BU2182
 BU2182|---------------------------------------------------------------------|
 BU2182| PID    Reference Object                     Distance      Geod. Az  |
 BU2182|                                                           dddmmss.s |
 BU2182| BU2181 20 35                               APPROX. 0.6 KM 1824712.8 |
 BU2182|---------------------------------------------------------------------|
 BU2182
 BU2182                          SUPERSEDED SURVEY CONTROL
 BU2182
 BU2182  ELLIP H (03/24/94)   64.41   (m)                       GP(       ) 4 1
 BU2182  NGVD 29 (05/23/94)   91.3    (m)          300.     (f) GPS OBS        
 BU2182
 BU2182.Superseded values are not recommended for survey control.
 BU2182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2182.See file dsdata.txt to determine how the superseded data were derived.
 BU2182
 BU2182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4697953215(NAD 83)
 BU2182_MARKER: DD = SURVEY DISK
 BU2182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2182_SP_SET: CONCRETE POST
 BU2182_STAMPING: 20-36 1993
 BU2182_MARK LOGO: ALHD  
 BU2182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2182+STABILITY: SURFACE MOTION
 BU2182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2182+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2182
 BU2182  HISTORY     - Date     Condition        Report By
 BU2182  HISTORY     - 1993     MONUMENTED       ALHD
 BU2182
 BU2182                          STATION DESCRIPTION
 BU2182
 BU2182'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2182'THE STATION IS IN COVINGTON COUNTY ON THE WEST RIGHT OF WAY OF
 BU2182'COVINGTON COUNTY ROAD 31 ABOUT 6.65 MI (10.70 KM) SOUTH OF ANDALUSIA
 BU2182'AND ABOUT 15.50 MI (24.94 KM) WEST-SOUTHWEST OF OPP.
 BU2182'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2182'43.60 ON U.S. 29 AND MILEPOST 0.00 ON AL 100) IN ANDALUSIA, DRIVE
 BU2182'SOUTHWEST ON U.S. 29 FOR 4.00 MI (6.44 KM) TO MILEPOST 39.60 AND
 BU2182'COVINGTON COUNTY ROAD 31 LEFT. TURN LEFT ON COVINGTON COUNTY ROAD 31
 BU2182'AND DRIVE SOUTHEAST AND SOUTH FOR 2.50 MI (4.02 KM) TO THE STATION ON
 BU2182'THE RIGHT.
 BU2182'THE STATION IS 26.0 FT (7.9 M) WEST OF THE CENTERLINE OF COVINGTON
 BU2182'COUNTY ROAD 31, 161.3 FT (49.2 M) NORTH-NORTHWEST OF THE CENTER OF A
 BU2182'FIELD ROAD ACROSS THE ROAD, 1.6 FT (0.5 M) EAST OF A CARSONITE
 BU2182'WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2182'STATION 20-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2183 ***********************************************************************
 BU2183  DESIGNATION -  20 37
 BU2183  PID         -  BU2183
 BU2183  STATE/COUNTY-  AL/COVINGTON
 BU2183  USGS QUAD   -  LIBERTYVILLE (1971)
 BU2183
 BU2183                         *CURRENT SURVEY CONTROL
 BU2183  ___________________________________________________________________
 BU2183* NAD 83(1992)-  31 12 28.91449(N)    086 25 12.49827(W)     ADJUSTED  
 BU2183* NAVD 88     -        92.3    (meters)     303.     (feet)  GPS OBS   
 BU2183  ___________________________________________________________________
 BU2183  X           -     340,929.157 (meters)                     COMP
 BU2183  Y           -  -5,449,477.868 (meters)                     COMP
 BU2183  Z           -   3,285,676.151 (meters)                     COMP
 BU2183  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BU2183  ELLIP HEIGHT-          65.42  (meters)          (07/29/02) GPS OBS
 BU2183  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BU2183
 BU2183  HORZ ORDER  -  FIRST
 BU2183  ELLP ORDER  -  FOURTH    CLASS I
 BU2183
 BU2183.The horizontal coordinates were established by GPS observations
 BU2183.and adjusted by the National Geodetic Survey in March 1994..
 BU2183
 BU2183.The orthometric height was determined by GPS observations and a
 BU2183.high-resolution geoid model.
 BU2183
 BU2183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2183
 BU2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2183
 BU2183.The ellipsoidal height was determined by GPS observations
 BU2183.and is referenced to NAD 83.
 BU2183
 BU2183.The geoid height was determined by GEOID03.
 BU2183
 BU2183;                    North         East     Units Scale Factor Converg.
 BU2183;SPC AL E     -    78,642.572   144,081.425   MT  0.99999855   -0 18 14.6
 BU2183;UTM  16      - 3,452,802.287   555,237.004   MT  0.99963763   +0 18 01.7
 BU2183
 BU2183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2183!SPC AL E     -   0.99998973  x   0.99999855  =   0.99998828
 BU2183!UTM  16      -   0.99998973  x   0.99963763  =   0.99962736
 BU2183
 BU2183|---------------------------------------------------------------------|
 BU2183| PID    Reference Object                     Distance      Geod. Az  |
 BU2183|                                                           dddmmss.s |
 BU2183| BU2184 20 38                               371.912 METERS 31131     |
 BU2183|---------------------------------------------------------------------|
 BU2183
 BU2183                          SUPERSEDED SURVEY CONTROL
 BU2183
 BU2183  ELLIP H (03/24/94)   65.45   (m)                       GP(       ) 4 1
 BU2183  NGVD 29 (05/23/94)   92.3    (m)          303.     (f) GPS OBS        
 BU2183
 BU2183.Superseded values are not recommended for survey control.
 BU2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2183.See file dsdata.txt to determine how the superseded data were derived.
 BU2183
 BU2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5523752802(NAD 83)
 BU2183_MARKER: DD = SURVEY DISK
 BU2183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2183_SP_SET: CONCRETE POST
 BU2183_STAMPING: 20-37 1993
 BU2183_MARK LOGO: ALHD  
 BU2183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2183+STABILITY: SURFACE MOTION
 BU2183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2183+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2183
 BU2183  HISTORY     - Date     Condition        Report By
 BU2183  HISTORY     - 1993     MONUMENTED       ALHD
 BU2183
 BU2183                          STATION DESCRIPTION
 BU2183
 BU2183'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2183'THE STATION IS IN COVINGTON COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 BU2183'COVINGTON COUNTY ROAD 32 ABOUT 7.75 MI (12.47 KM) SOUTH-SOUTHEAST OF
 BU2183'ANDALUSIA AND ABOUT 10.90 MI (17.54 KM) SOUTHWEST OF OPP.
 BU2183'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 SOUTH
 BU2183'(MILEPOST 134.35 ON U. S. 84 AND MILEPOST 25.76 ON AL 55) IN
 BU2183'ANDALUSIA, DRIVE SOUTH ON AL 55 FOR 6.90 MI (11.10 KM) TO MILEPOST
 BU2183'18.85 AND COVINGTON COUNTY ROAD 32 LEFT. TURN LEFT ON COVINGTON
 BU2183'COUNTY ROAD 32 AND DRIVE EAST FOR 1.90 MI (3.06 KM) TO THE STATION ON
 BU2183'THE RIGHT.
 BU2183'THE STATION IS 43.6 FT (13.3 M) SOUTHWEST OF THE CENTERLINE OF
 BU2183'COVINGTON COUNTY ROAD 32, 320.0 FT (97.5 M) SOUTHEAST OF A BROWN
 BU2183'METAL MAILBOX ON A FOUR BY FOUR WOOD POST, ABOUT 400 FT (121.9 M)
 BU2183'SOUTHEAST OF A STOP SIGN, 1.8 FT (0.5 M) NORTHEAST OF A CARSONITE
 BU2183'WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2183'STATION 20-38 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2184 ***********************************************************************
 BU2184  DESIGNATION -  20 38
 BU2184  PID         -  BU2184
 BU2184  STATE/COUNTY-  AL/COVINGTON
 BU2184  USGS QUAD   -  LIBERTYVILLE (1971)
 BU2184
 BU2184                         *CURRENT SURVEY CONTROL
 BU2184  ___________________________________________________________________
 BU2184* NAD 83(1992)-  31 12 36.91786(N)    086 25 23.01924(W)     ADJUSTED  
 BU2184* NAVD 88     -        93.9    (meters)     308.     (feet)  GPS OBS   
 BU2184  ___________________________________________________________________
 BU2184  X           -     340,643.310 (meters)                     COMP
 BU2184  Y           -  -5,449,369.117 (meters)                     COMP
 BU2184  Z           -   3,285,887.784 (meters)                     COMP
 BU2184  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BU2184  ELLIP HEIGHT-          66.99  (meters)          (07/29/02) GPS OBS
 BU2184  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BU2184
 BU2184  HORZ ORDER  -  FIRST
 BU2184  ELLP ORDER  -  FOURTH    CLASS I
 BU2184
 BU2184.The horizontal coordinates were established by GPS observations
 BU2184.and adjusted by the National Geodetic Survey in March 1994..
 BU2184
 BU2184.The orthometric height was determined by GPS observations and a
 BU2184.high-resolution geoid model.
 BU2184
 BU2184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2184
 BU2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2184
 BU2184.The ellipsoidal height was determined by GPS observations
 BU2184.and is referenced to NAD 83.
 BU2184
 BU2184.The geoid height was determined by GEOID03.
 BU2184
 BU2184;                    North         East     Units Scale Factor Converg.
 BU2184;SPC AL E     -    78,890.538   143,804.242   MT  0.99999894   -0 18 20.1
 BU2184;UTM  16      - 3,453,047.226   554,957.320   MT  0.99963725   +0 17 56.3
 BU2184
 BU2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2184!SPC AL E     -   0.99998948  x   0.99999894  =   0.99998842
 BU2184!UTM  16      -   0.99998948  x   0.99963725  =   0.99962673
 BU2184
 BU2184|---------------------------------------------------------------------|
 BU2184| PID    Reference Object                     Distance      Geod. Az  |
 BU2184|                                                           dddmmss.s |
 BU2184| BU2183 20 37                               371.912 METERS 13131     |
 BU2184|---------------------------------------------------------------------|
 BU2184
 BU2184                          SUPERSEDED SURVEY CONTROL
 BU2184
 BU2184  ELLIP H (03/24/94)   67.02   (m)                       GP(       ) 4 1
 BU2184  NGVD 29 (05/23/94)   93.9    (m)          308.     (f) GPS OBS        
 BU2184
 BU2184.Superseded values are not recommended for survey control.
 BU2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2184.See file dsdata.txt to determine how the superseded data were derived.
 BU2184
 BU2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5495753047(NAD 83)
 BU2184_MARKER: DD = SURVEY DISK
 BU2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2184_SP_SET: CONCRETE POST
 BU2184_STAMPING: 20-38 1993
 BU2184_MARK LOGO: ALHD  
 BU2184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2184+STABILITY: SURFACE MOTION
 BU2184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2184+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2184
 BU2184  HISTORY     - Date     Condition        Report By
 BU2184  HISTORY     - 1993     MONUMENTED       ALHD
 BU2184
 BU2184                          STATION DESCRIPTION
 BU2184
 BU2184'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2184'THE STATION IS IN COVINGTON COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 BU2184'COVINGTON COUNTY ROAD 32 ABOUT 7.50 MI (12.07 KM) SOUTH-SOUTHEAST OF
 BU2184'ANDALUSIA AND ABOUT 10.95 MI (17.62 KM) SOUTHWEST OF OPP.
 BU2184'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 SOUTH
 BU2184'(MILEPOST 134.35 ON U.S. 84 AND MILEPOST 25.76 ON AL 55) IN
 BU2184'ANDALUSIA, DRIVE SOUTH ON AL 55 FOR 6.90 MI (11.10 KM) TO MILEPOST
 BU2184'18.85 AND COVINGTON COUNTY ROAD 32 LEFT. TURN LEFT ON COVINGTON
 BU2184'COUNTY ROAD 32 AND DRIVE EAST FOR 1.65 MI (2.66 KM) TO THE STATION ON
 BU2184'THE LEFT.
 BU2184'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A THREE STRAND BARBED WIRE
 BU2184'FENCE ON TREATED WOOD POSTS, 37.9 FT (11.6 M) NORTHEAST OF THE
 BU2184'CENTERLINE OF COVINGTON COUNTY ROAD 32, 39.6 FT (12.1 M) SOUTHEAST OF
 BU2184'A CONCRETE RIGHT OF WAY MARKER, 2.6 FT (0.8 M) SOUTHWEST OF A
 BU2184'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2184'STATION 20-37 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2185 ***********************************************************************
 BU2185  DESIGNATION -  20 39
 BU2185  PID         -  BU2185
 BU2185  STATE/COUNTY-  AL/COVINGTON
 BU2185  USGS QUAD   -  ONYCHA (1971)
 BU2185
 BU2185                         *CURRENT SURVEY CONTROL
 BU2185  ___________________________________________________________________
 BU2185* NAD 83(1992)-  31 13 51.04417(N)    086 19 53.58252(W)     ADJUSTED  
 BU2185* NAVD 88     -        78.3    (meters)     257.     (feet)  GPS OBS   
 BU2185  ___________________________________________________________________
 BU2185  X           -     349,269.789 (meters)                     COMP
 BU2185  Y           -  -5,447,623.902 (meters)                     COMP
 BU2185  Z           -   3,287,832.063 (meters)                     COMP
 BU2185  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BU2185  ELLIP HEIGHT-          51.42  (meters)          (07/29/02) GPS OBS
 BU2185  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BU2185
 BU2185  HORZ ORDER  -  FIRST
 BU2185  ELLP ORDER  -  FOURTH    CLASS I
 BU2185
 BU2185.The horizontal coordinates were established by GPS observations
 BU2185.and adjusted by the National Geodetic Survey in March 1994..
 BU2185
 BU2185.The orthometric height was determined by GPS observations and a
 BU2185.high-resolution geoid model.
 BU2185
 BU2185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2185
 BU2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2185
 BU2185.The ellipsoidal height was determined by GPS observations
 BU2185.and is referenced to NAD 83.
 BU2185
 BU2185.The geoid height was determined by GEOID03.
 BU2185
 BU2185;                    North         East     Units Scale Factor Converg.
 BU2185;SPC AL E     -    81,130.537   152,534.746   MT  0.99998778   -0 15 30.0
 BU2185;UTM  16      - 3,455,378.430   563,660.651   MT  0.99964999   +0 20 47.7
 BU2185
 BU2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2185!SPC AL E     -   0.99999193  x   0.99998778  =   0.99997971
 BU2185!UTM  16      -   0.99999193  x   0.99964999  =   0.99964192
 BU2185
 BU2185:                Primary Azimuth Mark                     Grid Az
 BU2185:SPC AL E     -  20 40                                    052 30 09.6
 BU2185:UTM  16      -  20 40                                    051 53 51.9
 BU2185
 BU2185|---------------------------------------------------------------------|
 BU2185| PID    Reference Object                     Distance      Geod. Az  |
 BU2185|                                                           dddmmss.s |
 BU2185| BU2186 20 40                               461.332 METERS 0521439.6 |
 BU2185|---------------------------------------------------------------------|
 BU2185
 BU2185                          SUPERSEDED SURVEY CONTROL
 BU2185
 BU2185  ELLIP H (03/24/94)   51.46   (m)                       GP(       ) 4 1
 BU2185  NGVD 29 (05/23/94)   78.3    (m)          257.     (f) GPS OBS        
 BU2185
 BU2185.Superseded values are not recommended for survey control.
 BU2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2185.See file dsdata.txt to determine how the superseded data were derived.
 BU2185
 BU2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6366155378(NAD 83)
 BU2185_MARKER: DD = SURVEY DISK
 BU2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2185_SP_SET: CONCRETE POST
 BU2185_STAMPING: 20-39 1993
 BU2185_MARK LOGO: ALHD  
 BU2185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2185+STABILITY: SURFACE MOTION
 BU2185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2185+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2185
 BU2185  HISTORY     - Date     Condition        Report By
 BU2185  HISTORY     - 1993     MONUMENTED       ALHD
 BU2185
 BU2185                          STATION DESCRIPTION
 BU2185
 BU2185'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2185'THE STATION IS IN COVINGTON COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 BU2185'COVINGTON COUNTY ROAD 85 ABOUT 5.60 MI (9.01 KM) SOUTHWEST OF OPP AND
 BU2185'ABOUT 10.40 MI (16.74 KM) SOUTHEAST OF ANDALUSIA.
 BU2185'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND U.S. 84
 BU2185'(MILEPOST 22.25 ON U.S. 331 AND MILEPOST 148.98 ON U.S. 84) IN OPP,
 BU2185'DRIVE WEST ON U.S. 84 FOR 2.65 MI (4.26 KM) TO MILEPOST 146.35 AND
 BU2185'COVINGTON COUNTY ROAD 85 LEFT. TURN LEFT ON COVINGTON COUNTY ROAD 85
 BU2185'AND DRIVE SOUTHWEST FOR 3.05 MI (4.91 KM) TO A FIVE WAY CROSSROADS IN
 BU2185'HORN HILL. CONTINUE SOUTHWEST ON COVINGTON COUNTY ROAD 85 FOR 0.55 MI
 BU2185'(0.89 KM) TO THE STATION ON THE RIGHT.
 BU2185'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A FIVE STRAND BARBED WIRE
 BU2185'FENCE ON TREATED WOOD POSTS, 34.5 FT (10.5 M) NORTHEAST OF TELEPHONE
 BU2185'CABLE PEDESTAL 85, 34.6 FT (10.5 M) NORTHEAST OF A BURIED CABLE SIGN,
 BU2185'40.8 FT (12.4 M) NORTHWEST OF THE CENTERLINE OF COVINGTON COUNTY ROAD
 BU2185'85, 63.7 FT (19.4 M) WEST OF THE CENTER OF A PAVED DRIVEWAY ACROSS
 BU2185'THE ROAD, 101.2 FT (30.8 M) WEST OF TELEPHONE CABLE PEDESTAL 84
 BU2185'ACROSS THE ROAD, 101.5 FT (30.9 M) WEST OF A BURIED CABLE SIGN ACROSS
 BU2185'THE ROAD, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST AND
 BU2185'SET FLUSH WITH THE GROUND.
 BU2185'STATION 20-40 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2008 ***********************************************************************
 BU2008  DESIGNATION -  20 4
 BU2008  PID         -  BU2008
 BU2008  STATE/COUNTY-  AL/COVINGTON
 BU2008  USGS QUAD   -  RED LEVEL (1986)
 BU2008
 BU2008                         *CURRENT SURVEY CONTROL
 BU2008  ___________________________________________________________________
 BU2008* NAD 83(1992)-  31 26 17.59676(N)    086 36 44.78492(W)     ADJUSTED  
 BU2008* NAVD 88     -       121.7    (meters)     399.     (feet)  VERTCON   
 BU2008  ___________________________________________________________________
 BU2008  X           -     321,854.643 (meters)                     COMP
 BU2008  Y           -  -5,437,371.250 (meters)                     COMP
 BU2008  Z           -   3,307,493.967 (meters)                     COMP
 BU2008  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 BU2008  ELLIP HEIGHT-          94.62  (meters)          (07/29/02) GPS OBS
 BU2008  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BU2008
 BU2008  HORZ ORDER  -  FIRST
 BU2008  ELLP ORDER  -  FOURTH    CLASS I
 BU2008
 BU2008.The horizontal coordinates were established by GPS observations
 BU2008.and adjusted by the National Geodetic Survey in December 1992..
 BU2008
 BU2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2008
 BU2008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2008
 BU2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2008
 BU2008.The ellipsoidal height was determined by GPS observations
 BU2008.and is referenced to NAD 83.
 BU2008
 BU2008.The geoid height was determined by GEOID03.
 BU2008
 BU2008;                    North         East     Units Scale Factor Converg.
 BU2008;SPC AL E     -   104,278.103   125,936.323   MT  1.00002763   -0 24 23.0
 BU2008;UTM  16      - 3,478,234.484   536,828.655   MT  0.99961673   +0 12 07.7
 BU2008
 BU2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2008!SPC AL E     -   0.99998514  x   1.00002763  =   1.00001277
 BU2008!UTM  16      -   0.99998514  x   0.99961673  =   0.99960188
 BU2008
 BU2008                          SUPERSEDED SURVEY CONTROL
 BU2008
 BU2008  ELLIP H (12/04/92)   94.69   (m)                       GP(       ) 4 1
 BU2008  NAD 83(1986)-  31 26 17.61130(N)    086 36 44.78666(W) AD(       ) 1
 BU2008  NAD 83(1986)-  31 26 17.61090(N)    086 36 44.78611(W) AD(       ) 1
 BU2008  NGVD 29 (12/04/92)  121.7    (m)          399.     (f) GPS OBS        
 BU2008
 BU2008.Superseded values are not recommended for survey control.
 BU2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2008.See file dsdata.txt to determine how the superseded data were derived.
 BU2008
 BU2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3682978234(NAD 83)
 BU2008_MARKER: DD = SURVEY DISK
 BU2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2008_SP_SET: CONCRETE POST
 BU2008_STAMPING: 20-4 1989
 BU2008_MARK LOGO: ALHD  
 BU2008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2008+STABILITY: SURFACE MOTION
 BU2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2008+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2008
 BU2008  HISTORY     - Date     Condition        Report By
 BU2008  HISTORY     - 1989     MONUMENTED       ALHD
 BU2008  HISTORY     - 19930608 GOOD             ALHD
 BU2008
 BU2008                          STATION DESCRIPTION
 BU2008
 BU2008'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2008'THE STATION IS LOCATED ON THE SOUTHWEST RIGHT OF WAY OF OLD ALABAMA
 BU2008'HIGHWAY 55, ABOUT 3.22 KM (2.00 MI) NORTH OF RED LEVEL AND ABOUT 17.70
 BU2008'KM (11.00 MI) SOUTHEAST OF MCKENZIE.
 BU2008'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA HIGHWAY 55 AND
 BU2008'COVINGTON COUNTY ROAD NO. 82 IN RED LEVEL, DRIVE NORTH ON ALABAMA 55
 BU2008'FOR 3.62 KM (2.25 MI) TO MILE POST 39.35 AND A PAVED SIDE ROAD LEFT,
 BU2008'TURN LEFT AND IMMEDIATELY TURN RIGHT ON OLD ALABAMA 55 AND DRIVE NORTH
 BU2008'FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.
 BU2008'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 11.58 M (38.0 FT)
 BU2008'WEST-SOUTHWEST OF THE CENTER OF OLD ALABAMA 55, 32.31 M (106.0 FT)
 BU2008'SOUTH OF A TELEPHONE CABLE POLE, 21.34 M (70.0 FT) NORTH-NORTHWEST OF
 BU2008'A TELEPHONE CABLE POLE, 31.70 M (104.0 FT) SOUTH OF UNDERGROUND
 BU2008'TELEPHONE CABLE PEDESTAL NO. 33, APPROXIMATELY 68.58 M (225.0 FT)
 BU2008'WEST-SOUTHWEST OF THE CENTER LINE OF NEW ALABAMA 55, AND 0.91 M
 BU2008'(3.0 FT) EAST OF A CARSONITE WITNESS POST.
 BU2008'STATION 20-3 CAN BE USED AS AN AZIMUTH.
 BU2008
 BU2008                          STATION RECOVERY (1993)
 BU2008
 BU2008'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2008'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2186 ***********************************************************************
 BU2186  DESIGNATION -  20 40
 BU2186  PID         -  BU2186
 BU2186  STATE/COUNTY-  AL/COVINGTON
 BU2186  USGS QUAD   -  ONYCHA (1971)
 BU2186
 BU2186                         *CURRENT SURVEY CONTROL
 BU2186  ___________________________________________________________________
 BU2186* NAD 83(1992)-  31 14 00.21566(N)    086 19 39.80000(W)     ADJUSTED  
 BU2186* NAVD 88     -        86.0    (meters)     282.     (feet)  GPS OBS   
 BU2186  ___________________________________________________________________
 BU2186  X           -     349,624.839 (meters)                     COMP
 BU2186  Y           -  -5,447,460.996 (meters)                     COMP
 BU2186  Z           -   3,288,077.607 (meters)                     COMP
 BU2186  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 BU2186  ELLIP HEIGHT-          59.16  (meters)          (07/29/02) GPS OBS
 BU2186  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BU2186
 BU2186  HORZ ORDER  -  FIRST
 BU2186  ELLP ORDER  -  FOURTH    CLASS I
 BU2186
 BU2186.The horizontal coordinates were established by GPS observations
 BU2186.and adjusted by the National Geodetic Survey in March 1994..
 BU2186
 BU2186.The orthometric height was determined by GPS observations and a
 BU2186.high-resolution geoid model.
 BU2186
 BU2186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2186
 BU2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2186
 BU2186.The ellipsoidal height was determined by GPS observations
 BU2186.and is referenced to NAD 83.
 BU2186
 BU2186.The geoid height was determined by GEOID03.
 BU2186
 BU2186;                    North         East     Units Scale Factor Converg.
 BU2186;SPC AL E     -    81,411.358   152,900.754   MT  0.99998735   -0 15 22.9
 BU2186;UTM  16      - 3,455,663.004   564,023.551   MT  0.99965056   +0 20 55.0
 BU2186
 BU2186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2186!SPC AL E     -   0.99999071  x   0.99998735  =   0.99997806
 BU2186!UTM  16      -   0.99999071  x   0.99965056  =   0.99964127
 BU2186
 BU2186:                Primary Azimuth Mark                     Grid Az
 BU2186:SPC AL E     -  20 39                                    232 30 09.6
 BU2186:UTM  16      -  20 39                                    231 53 51.7
 BU2186
 BU2186|---------------------------------------------------------------------|
 BU2186| PID    Reference Object                     Distance      Geod. Az  |
 BU2186|                                                           dddmmss.s |
 BU2186| BU2185 20 39                               461.332 METERS 2321446.7 |
 BU2186|---------------------------------------------------------------------|
 BU2186
 BU2186                          SUPERSEDED SURVEY CONTROL
 BU2186
 BU2186  ELLIP H (03/24/94)   59.19   (m)                       GP(       ) 4 1
 BU2186  NGVD 29 (05/23/94)   86.1    (m)          282.     (f) GPS OBS        
 BU2186
 BU2186.Superseded values are not recommended for survey control.
 BU2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2186.See file dsdata.txt to determine how the superseded data were derived.
 BU2186
 BU2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6402455663(NAD 83)
 BU2186_MARKER: DD = SURVEY DISK
 BU2186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2186_SP_SET: CONCRETE POST
 BU2186_STAMPING: 20-40 1993
 BU2186_MARK LOGO: ALHD  
 BU2186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2186+STABILITY: SURFACE MOTION
 BU2186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2186+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2186
 BU2186  HISTORY     - Date     Condition        Report By
 BU2186  HISTORY     - 1993     MONUMENTED       ALHD
 BU2186
 BU2186                          STATION DESCRIPTION
 BU2186
 BU2186'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2186'THE STATION IS IN COVINGTON COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 BU2186'COVINGTON COUNTY ROAD 85 ABOUT 5.30 MI (8.53 KM) SOUTHWEST OF OPP AND
 BU2186'ABOUT 10.45 MI (16.82 KM) SOUTHEAST OF ANDALUSIA.
 BU2186'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND U.S. 84
 BU2186'(MILEPOST 22.25 ON U.S. 331 AND MILEPOST 148.98 ON U.S. 84) IN OPP,
 BU2186'DRIVE WEST ON U.S. 84 FOR 2.65 MI (4.26 KM) TO MILEPOST 146.35 AND
 BU2186'COVINGTON COUNTY ROAD 85 LEFT. TURN LEFT ON COVINGTON COUNTY ROAD 85
 BU2186'AND DRIVE SOUTHWEST FOR 3.05 MI (4.91 KM) TO A FIVE WAY CROSSROADS IN
 BU2186'HORN HILL. CONTINUE SOUTHWEST ON COVINGTON COUNTY ROAD 85 FOR 0.25 MI
 BU2186'(0.40 KM) TO THE STATION ON THE RIGHT.
 BU2186'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A TWO STRAND BARBED
 BU2186'WIRE FENCE ON OLD WOOD POSTS, 35.7 FT (10.9 M) NORTH-NORTHWEST OF THE
 BU2186'CENTERLINE OF COVINGTON COUNTY ROAD 85, 97.1 FT (29.6 M) NORTHWEST OF
 BU2186'A POWER AND CABLE POLE ACROSS THE ROAD, 130.6 FT (39.8 M) WEST OF THE
 BU2186'SOUTHWEST POST OF A HOG WIRE AND BARBED WIRE GATE ACROSS THE ROAD,
 BU2186'2.8 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH
 BU2186'WITH THE GROUND.
 BU2186'STATION 20-39 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2187 ***********************************************************************
 BU2187  DESIGNATION -  20 41
 BU2187  PID         -  BU2187
 BU2187  STATE/COUNTY-  AL/COVINGTON
 BU2187  USGS QUAD   -  ONYCHA (1971)
 BU2187
 BU2187                         *CURRENT SURVEY CONTROL
 BU2187  ___________________________________________________________________
 BU2187* NAD 83(1992)-  31 13 08.92601(N)    086 15 02.93468(W)     ADJUSTED  
 BU2187* NAVD 88     -        81.5    (meters)     267.     (feet)  GPS OBS   
 BU2187  ___________________________________________________________________
 BU2187  X           -     356,989.840 (meters)                     COMP
 BU2187  Y           -  -5,447,800.092 (meters)                     COMP
 BU2187  Z           -   3,286,724.465 (meters)                     COMP
 BU2187  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BU2187  ELLIP HEIGHT-          54.63  (meters)          (07/29/02) GPS OBS
 BU2187  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BU2187
 BU2187  HORZ ORDER  -  FIRST
 BU2187  ELLP ORDER  -  FOURTH    CLASS I
 BU2187
 BU2187.The horizontal coordinates were established by GPS observations
 BU2187.and adjusted by the National Geodetic Survey in March 1994..
 BU2187
 BU2187.The orthometric height was determined by GPS observations and a
 BU2187.high-resolution geoid model.
 BU2187
 BU2187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2187
 BU2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2187
 BU2187.The ellipsoidal height was determined by GPS observations
 BU2187.and is referenced to NAD 83.
 BU2187
 BU2187.The geoid height was determined by GEOID03.
 BU2187
 BU2187;                    North         East     Units Scale Factor Converg.
 BU2187;SPC AL E     -    79,801.542   160,221.602   MT  0.99997951   -0 12 59.0
 BU2187;UTM  16      - 3,454,131.059   571,358.588   MT  0.99966281   +0 23 18.0
 BU2187
 BU2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2187!SPC AL E     -   0.99999142  x   0.99997951  =   0.99997093
 BU2187!UTM  16      -   0.99999142  x   0.99966281  =   0.99965423
 BU2187
 BU2187                          SUPERSEDED SURVEY CONTROL
 BU2187
 BU2187  ELLIP H (03/24/94)   54.66   (m)                       GP(       ) 4 1
 BU2187  NGVD 29 (05/23/94)   81.5    (m)          267.     (f) GPS OBS        
 BU2187
 BU2187.Superseded values are not recommended for survey control.
 BU2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2187.See file dsdata.txt to determine how the superseded data were derived.
 BU2187
 BU2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7135954131(NAD 83)
 BU2187_MARKER: DD = SURVEY DISK
 BU2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2187_SP_SET: CONCRETE POST
 BU2187_STAMPING: 20-41 1993
 BU2187_MARK LOGO: ALHD  
 BU2187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2187+STABILITY: SURFACE MOTION
 BU2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2187+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2187
 BU2187  HISTORY     - Date     Condition        Report By
 BU2187  HISTORY     - 1993     MONUMENTED       ALHD
 BU2187
 BU2187                          STATION DESCRIPTION
 BU2187
 BU2187'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2187'THE STATION IS IN COVINGTON COUNTY ON THE NORTH RIGHT OF WAY OF A DIRT
 BU2187'ROAD ABOUT 4.20 MI (6.76 KM) SOUTH OF OPP AND ABOUT 14.95 MI
 BU2187'(24.06 KM) EAST-SOUTHEAST OF ANDALUSIA.
 BU2187'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND AL 52 (MILEPOST
 BU2187'21.54 ON U.S. 331 AND MILEPOST 0.00 ON AL 52) IN OPP, DRIVE SOUTHWEST
 BU2187'ON U.S. 331 FOR 2.20 MI (3.54 KM) TO MILEPOST 19.35 AND COVINGTON
 BU2187'COUNTY ROAD 40 LEFT. TURN LEFT ON COVINGTON COUNTY ROAD 40 AND DRIVE
 BU2187'SOUTHEAST FOR 1.60 MI (2.57 KM) TO A DIRT ROAD ON THE RIGHT. TURN
 BU2187'RIGHT ON THE DIRT ROAD AND DRIVE SOUTH AND WEST FOR 1.25 MI
 BU2187'(2.01 KM) TO THE STATION ON THE RIGHT.
 BU2187'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A TWO STRAND BARBED
 BU2187'WIRE FENCE ON METAL AND WOOD POSTS, 35.3 FT (10.8 M) EAST-SOUTHEAST
 BU2187'OF THE JUNCTION OF TWO TWO STRAND BARBED WIRE FENCES ON WOOD AND
 BU2187'METAL POSTS, 61.0 FT (18.6 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER
 BU2187'OF A ONE STRAND BARBED WIRE FENCE ON FIBERGLASS POSTS, 3.1 FT
 BU2187'(0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BU2187'GROUND.
 BU2187'STATION 20-42 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2188 ***********************************************************************
 BU2188  DESIGNATION -  20 42
 BU2188  PID         -  BU2188
 BU2188  STATE/COUNTY-  AL/COVINGTON
 BU2188  USGS QUAD   -  KINSTON (1986)
 BU2188
 BU2188                         *CURRENT SURVEY CONTROL
 BU2188  ___________________________________________________________________
 BU2188* NAD 83(1992)-  31 13 20.02515(N)    086 14 39.80536(W)     ADJUSTED  
 BU2188* NAVD 88     -        86.8    (meters)     285.     (feet)  GPS OBS   
 BU2188  ___________________________________________________________________
 BU2188  X           -     357,589.411 (meters)                     COMP
 BU2188  Y           -  -5,447,587.710 (meters)                     COMP
 BU2188  Z           -   3,287,019.522 (meters)                     COMP
 BU2188  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BU2188  ELLIP HEIGHT-          59.89  (meters)          (07/29/02) GPS OBS
 BU2188  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BU2188
 BU2188  HORZ ORDER  -  FIRST
 BU2188  ELLP ORDER  -  FOURTH    CLASS I
 BU2188
 BU2188.The horizontal coordinates were established by GPS observations
 BU2188.and adjusted by the National Geodetic Survey in March 1994..
 BU2188
 BU2188.The orthometric height was determined by GPS observations and a
 BU2188.high-resolution geoid model.
 BU2188
 BU2188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2188
 BU2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2188
 BU2188.The ellipsoidal height was determined by GPS observations
 BU2188.and is referenced to NAD 83.
 BU2188
 BU2188.The geoid height was determined by GEOID03.
 BU2188
 BU2188;                    North         East     Units Scale Factor Converg.
 BU2188;SPC AL E     -    80,141.071   160,835.045   MT  0.99997891   -0 12 47.1
 BU2188;UTM  16      - 3,454,476.935   571,968.221   MT  0.99966388   +0 23 30.1
 BU2188
 BU2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2188!SPC AL E     -   0.99999060  x   0.99997891  =   0.99996951
 BU2188!UTM  16      -   0.99999060  x   0.99966388  =   0.99965448
 BU2188
 BU2188                          SUPERSEDED SURVEY CONTROL
 BU2188
 BU2188  ELLIP H (03/24/94)   59.92   (m)                       GP(       ) 4 1
 BU2188  NGVD 29 (05/23/94)   86.8    (m)          285.     (f) GPS OBS        
 BU2188
 BU2188.Superseded values are not recommended for survey control.
 BU2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2188.See file dsdata.txt to determine how the superseded data were derived.
 BU2188
 BU2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7196854477(NAD 83)
 BU2188_MARKER: DD = SURVEY DISK
 BU2188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2188_SP_SET: CONCRETE POST
 BU2188_STAMPING: 20-42 1993
 BU2188_MARK LOGO: ALHD  
 BU2188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2188+STABILITY: SURFACE MOTION
 BU2188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2188+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2188
 BU2188  HISTORY     - Date     Condition        Report By
 BU2188  HISTORY     - 1993     MONUMENTED       ALHD
 BU2188
 BU2188                          STATION DESCRIPTION
 BU2188
 BU2188'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2188'THE STATION IS IN COVINGTON COUNTY ON THE WEST RIGHT OF WAY OF A DIRT
 BU2188'ROAD ABOUT 3.95 MI (6.36 KM) SOUTH OF OPP AND ABOUT 15.15 MI
 BU2188'(24.38 KM) EAST-SOUTHEAST OF ANDALUSIA.
 BU2188'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND AL 52 (MILEPOST
 BU2188'21.54 ON U.S. 331 AND MILEPOST 0.00 ON AL52) IN OPP, DRIVE SOUTHWEST
 BU2188'ON U.S. 331 FOR 2.20 MI (3.54 KM) TO MILEPOST 19.35 AND COVINGTON
 BU2188'COUNTY ROAD 40 ON THE LEFT, TURN LEFT ON COVINGTON COUNTY ROAD 40 AND
 BU2188'DRIVE SOUTHEAST FOR 1.60 MI (2.57 KM) TO A DIRT ROAD ON THE RIGHT.
 BU2188'TURN RIGHT ON THE DIRT ROAD AND DRIVE SOUTH FOR 0.60 MI (0.97 KM) TO
 BU2188'THE STATION ON THE RIGHT.
 BU2188'THE STATION IS 3.0 FT (0.9 M) EAST OF A ONE STRAND BARBED WIRE FENCE
 BU2188'ON WOOD, METAL, AND FIBERGLASS POSTS, 33.4 FT (10.2 M) WEST OF THE
 BU2188'CENTER OF THE DIRT ROAD, 80.0 FT (24.4 M) SOUTHEAST OF THE SOUTHEAST
 BU2188'CORNER OF CHICKEN HOUSE 4, 105.7 FT (32.2 M) SOUTHEAST OF THE
 BU2188'NORTHEAST CORNER OF CHICKEN HOUSE 4, 130.6 FT (39.8 M)
 BU2188'NORTH-NORTHWEST OF A RUSTY METAL MAILBOX ON A FOUR BY FOUR CONCRETE
 BU2188'POST ACROSS THE DIRT ROAD, 134.7 FT (41.1 M) NORTH-NORTHWEST OF
 BU2188'TELEPHONE CABLE PEDESTAL P 16 ACROSS THE DIRT ROAD, 155.2 FT
 BU2188'(47.3 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL P 14 ACROSS THE
 BU2188'DIRT ROAD, 166.4 FT (50.7 M) NORTH OF A TELEPHONE CABLE PEDESTAL, 3.0
 BU2188'FT (0.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BU2188'GROUND.
 BU2188'STATION 20-41 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2189 ***********************************************************************
 BU2189  DESIGNATION -  20 43
 BU2189  PID         -  BU2189
 BU2189  STATE/COUNTY-  AL/COVINGTON
 BU2189  USGS QUAD   -  CAROLINA (1981)
 BU2189
 BU2189                         *CURRENT SURVEY CONTROL
 BU2189  ___________________________________________________________________
 BU2189* NAD 83(1992)-  31 08 47.83567(N)    086 32 23.44525(W)     ADJUSTED  
 BU2189* NAVD 88     -        80.9    (meters)     265.     (feet)  GPS OBS   
 BU2189  ___________________________________________________________________
 BU2189  X           -     329,755.033 (meters)                     COMP
 BU2189  Y           -  -5,453,686.966 (meters)                     COMP
 BU2189  Z           -   3,279,844.823 (meters)                     COMP
 BU2189  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BU2189  ELLIP HEIGHT-          54.02  (meters)          (07/29/02) GPS OBS
 BU2189  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BU2189
 BU2189  HORZ ORDER  -  FIRST
 BU2189  ELLP ORDER  -  FOURTH    CLASS I
 BU2189
 BU2189.The horizontal coordinates were established by GPS observations
 BU2189.and adjusted by the National Geodetic Survey in March 1994..
 BU2189
 BU2189.The orthometric height was determined by GPS observations and a
 BU2189.high-resolution geoid model.
 BU2189
 BU2189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2189
 BU2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2189
 BU2189.The ellipsoidal height was determined by GPS observations
 BU2189.and is referenced to NAD 83.
 BU2189
 BU2189.The geoid height was determined by GEOID03.
 BU2189
 BU2189;                    North         East     Units Scale Factor Converg.
 BU2189;SPC AL E     -    71,900.548   132,630.393   MT  1.00001596   -0 21 55.6
 BU2189;UTM  16      - 3,445,942.512   543,861.963   MT  0.99962373   +0 14 16.8
 BU2189
 BU2189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2189!SPC AL E     -   0.99999152  x   1.00001596  =   1.00000748
 BU2189!UTM  16      -   0.99999152  x   0.99962373  =   0.99961525
 BU2189
 BU2189:                Primary Azimuth Mark                     Grid Az
 BU2189:SPC AL E     -  20 44                                    006 46 41.1
 BU2189:UTM  16      -  20 44                                    006 10 28.7
 BU2189
 BU2189|---------------------------------------------------------------------|
 BU2189| PID    Reference Object                     Distance      Geod. Az  |
 BU2189|                                                           dddmmss.s |
 BU2189| BU2190 20 44                               420.708 METERS 0062445.5 |
 BU2189|---------------------------------------------------------------------|
 BU2189
 BU2189                          SUPERSEDED SURVEY CONTROL
 BU2189
 BU2189  ELLIP H (03/24/94)   54.04   (m)                       GP(       ) 4 1
 BU2189  NGVD 29 (05/23/94)   81.0    (m)          266.     (f) GPS OBS        
 BU2189
 BU2189.Superseded values are not recommended for survey control.
 BU2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2189.See file dsdata.txt to determine how the superseded data were derived.
 BU2189
 BU2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4386245943(NAD 83)
 BU2189_MARKER: DD = SURVEY DISK
 BU2189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2189_SP_SET: CONCRETE POST
 BU2189_STAMPING: 20-43 1993
 BU2189_MARK LOGO: ALHD  
 BU2189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2189+STABILITY: SURFACE MOTION
 BU2189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2189+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2189
 BU2189  HISTORY     - Date     Condition        Report By
 BU2189  HISTORY     - 1993     MONUMENTED       ALHD
 BU2189
 BU2189                          STATION DESCRIPTION
 BU2189
 BU2189'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2189'THE STATION IS IN COVINGTON COUNTY ON THE WEST RIGHT OF WAY OF A DIRT
 BU2189'ROAD ABOUT 11.50 MI (18.51 KM) SOUTH OF ANDALUSIA AND ABOUT 19.05 MI
 BU2189'(30.66 KM) SOUTHWEST OF OPP.
 BU2189'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2189'43.60 ON U.S. 29 AND MILEPOST 0.00 ON AL 100) IN ANDALUSIA, DRIVE
 BU2189'SOUTHWEST ON U.S. 29 FOR 9.55 MI (15.37 KM) TO MILEPOST 34.05 AND AL
 BU2189'137 LEFT. TURN LEFT ON AL 137 AND DRIVE SOUTH FOR 2.55 MI (4.10 KM)
 BU2189'TO MILEPOST 11.55 AND A DIRT ROAD LEFT. TURN LEFT ON THE DIRT ROAD AND
 BU2189'DRIVE EAST FOR 2.25 MI (3.62 KM) TO A DIRT CROSSROADS. TURN LEFT AT
 BU2189'THE DIRT CROSSROADS AND DRIVE NORTH FOR 0.25 MI (0.40 KM) TO THE
 BU2189'STATION ON THE LEFT.
 BU2189'THE STATION IS 21.7 FT (6.6 M) WEST OF THE CENTER OF THE DIRT ROAD,
 BU2189'62.6 FT (19.1 M) SOUTH-SOUTHEAST OF A JUNCTION POWER POLE WITH ONE
 BU2189'TRANSFORMER AND ONE GUY WIRE, 90.2 FT (27.5 M) NORTH-NORTHEAST OF A
 BU2189'POWER POLE, 138.6 FT (42.2 M) SOUTH OF A TELEPHONE CABLE PEDESTAL,
 BU2189'192.5 FT (58.7 M) NORTH-NORTHWEST OF A METAL MAILBOX ON A THREE-INCH
 BU2189'WOOD POST, 193.5 FT (59.0 M) NORTH-NORTHWEST OF A METAL MAILBOX ON A
 BU2189'FOUR BY FOUR WOOD POST, 1.3 FT (0.4 M) EAST OF A CARSONITE WITNESS
 BU2189'POST AND SET FLUSH WITH THE GROUND.
 BU2189'STATION 20-44 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2190 ***********************************************************************
 BU2190  DESIGNATION -  20 44
 BU2190  PID         -  BU2190
 BU2190  STATE/COUNTY-  AL/COVINGTON
 BU2190  USGS QUAD   -  CAROLINA (1981)
 BU2190
 BU2190                         *CURRENT SURVEY CONTROL
 BU2190  ___________________________________________________________________
 BU2190* NAD 83(1992)-  31 09 01.41052(N)    086 32 21.67126(W)     ADJUSTED  
 BU2190* NAVD 88     -        76.0    (meters)     249.     (feet)  GPS OBS   
 BU2190  ___________________________________________________________________
 BU2190  X           -     329,788.627 (meters)                     COMP
 BU2190  Y           -  -5,453,464.015 (meters)                     COMP
 BU2190  Z           -   3,280,200.051 (meters)                     COMP
 BU2190  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BU2190  ELLIP HEIGHT-          49.04  (meters)          (08/29/05) GPS OBS
 BU2190  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BU2190
 BU2190  HORZ ORDER  -  A
 BU2190  ELLP ORDER  -  FOURTH    CLASS I
 BU2190
 BU2190.The horizontal coordinates were established by GPS observations
 BU2190.and adjusted by the National Geodetic Survey in August 2005..
 BU2190
 BU2190.The orthometric height was determined by GPS observations and a
 BU2190.high-resolution geoid model.
 BU2190
 BU2190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2190
 BU2190.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2190
 BU2190.The ellipsoidal height was determined by GPS observations
 BU2190.and is referenced to NAD 83.
 BU2190
 BU2190.The geoid height was determined by GEOID03.
 BU2190
 BU2190;                    North         East     Units Scale Factor Converg.
 BU2190;SPC AL E     -    72,318.322   132,680.048   MT  1.00001588   -0 21 54.8
 BU2190;UTM  16      - 3,446,360.622   543,907.197   MT  0.99962378   +0 14 17.8
 BU2190
 BU2190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2190!SPC AL E     -   0.99999230  x   1.00001588  =   1.00000818
 BU2190!UTM  16      -   0.99999230  x   0.99962378  =   0.99961608
 BU2190
 BU2190:                Primary Azimuth Mark                     Grid Az
 BU2190:SPC AL E     -  20 43                                    186 46 41.2
 BU2190:UTM  16      -  20 43                                    186 10 28.6
 BU2190
 BU2190|---------------------------------------------------------------------|
 BU2190| PID    Reference Object                     Distance      Geod. Az  |
 BU2190|                                                           dddmmss.s |
 BU2190| BU2189 20 43                               420.708 METERS 1862446.4 |
 BU2190|---------------------------------------------------------------------|
 BU2190
 BU2190                          SUPERSEDED SURVEY CONTROL
 BU2190
 BU2190  ELLIP H (07/29/02)   49.08   (m)                       GP(       ) 4 1
 BU2190  NAD 83(1992)-  31 09 01.41158(N)    086 32 21.67020(W) AD(       ) 1
 BU2190  ELLIP H (03/24/94)   49.11   (m)                       GP(       ) 4 1
 BU2190  NGVD 29 (05/23/94)   76.0    (m)          249.     (f) GPS OBS        
 BU2190
 BU2190.Superseded values are not recommended for survey control.
 BU2190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2190.See file dsdata.txt to determine how the superseded data were derived.
 BU2190
 BU2190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4390746361(NAD 83)
 BU2190_MARKER: DD = SURVEY DISK
 BU2190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2190_SP_SET: CONCRETE POST
 BU2190_STAMPING: 20-44 1993
 BU2190_MARK LOGO: ALHD  
 BU2190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2190+STABILITY: SURFACE MOTION
 BU2190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2190+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BU2190
 BU2190  HISTORY     - Date     Condition        Report By
 BU2190  HISTORY     - 1993     MONUMENTED       ALHD
 BU2190  HISTORY     - 20040412 GOOD             ALHD
 BU2190  HISTORY     - 20040624 GOOD             FLDT
 BU2190
 BU2190                          STATION DESCRIPTION
 BU2190
 BU2190'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2190'THE STATION IS IN COVINGTON COUNTY ON THE WEST RIGHT OF WAY OF A DIRT
 BU2190'ROAD ABOUT 11.25 MI (18.10 KM) SOUTH OF ANDALUSIA AND ABOUT 18.95 MI
 BU2190'(30.50 KM) SOUTHWEST OF OPP.
 BU2190'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2190'43.60 ON U.S. 29 AND MILEPOST 0.00 ON AL 100) IN ANDALUSIA, DRIVE
 BU2190'SOUTHWEST ON U.S. 29 FOR 9.55 MI (15.37 KM) TO MILEPOST 34.05 AND AL
 BU2190'137 LEFT. TURN LEFT ON AL 137 AND DRIVE SOUTH FOR 2.55 MI (4.10 KM)
 BU2190'TO MILEPOST 11.55 AND A DIRT ROAD LEFT. TURN LEFT ON THE DIRT ROAD AND
 BU2190'DRIVE EAST FOR 2.25 MI (3.62 KM) TO A DIRT CROSSROADS. TURN LEFT AT
 BU2190'THE DIRT CROSSROADS AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO THE
 BU2190'STATION ON THE LEFT.
 BU2190'THE STATION IS 2.2 FT (0.7 M) EAST OF A ONE STRAND ELECTRIC BARBED
 BU2190'WIRE FENCE ON OLD WOOD POSTS AND TREATED WOOD POSTS, 15.8 FT (4.8 M)
 BU2190'SOUTH-SOUTHWEST OF THE TOP OF THE SOUTH END OF A FIFTEEN-INCH CONCRETE
 BU2190'DRAINAGE PIPE UNDER A FIELD DRIVEWAY, 25.3 FT (7.7 M) SOUTH-SOUTHWEST
 BU2190'OF THE CENTER OF A FIELD DRIVEWAY, 35.0 FT (10.7 M) WEST OF THE
 BU2190'CENTER OF THE DIRT ROAD, 35.4 FT (10.8 M) SOUTH-SOUTHWEST OF THE TOP
 BU2190'OF THE NORTH END OF A FIFTEEN-INCH CONCRETE DRAINAGE PIPE UNDER A
 BU2190'FIELD DRIVEWAY, 2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND
 BU2190'SET FLUSH WITH THE GROUND.
 BU2190'STATION 20-43 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2190
 BU2190                          STATION RECOVERY (2004)
 BU2190
 BU2190'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU2190'RECOVERED IN GOOD CONDITION.
 BU2190
 BU2190                          STATION RECOVERY (2004)
 BU2190
 BU2190'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (SR)
 BU2190'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2191 ***********************************************************************
 BU2191  DESIGNATION -  20 45
 BU2191  PID         -  BU2191
 BU2191  STATE/COUNTY-  AL/COVINGTON
 BU2191  USGS QUAD   -  LIBERTYVILLE (1971)
 BU2191
 BU2191                         *CURRENT SURVEY CONTROL
 BU2191  ___________________________________________________________________
 BU2191* NAD 83(1992)-  31 08 35.34379(N)    086 27 00.98926(W)     ADJUSTED  
 BU2191* NAVD 88     -        65.4    (meters)     215.     (feet)  GPS OBS   
 BU2191  ___________________________________________________________________
 BU2191  X           -     338,291.929 (meters)                     COMP
 BU2191  Y           -  -5,453,350.091 (meters)                     COMP
 BU2191  Z           -   3,279,507.499 (meters)                     COMP
 BU2191  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BU2191  ELLIP HEIGHT-          38.45  (meters)          (07/29/02) GPS OBS
 BU2191  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU2191
 BU2191  HORZ ORDER  -  FIRST
 BU2191  ELLP ORDER  -  FOURTH    CLASS I
 BU2191
 BU2191.The horizontal coordinates were established by GPS observations
 BU2191.and adjusted by the National Geodetic Survey in March 1994..
 BU2191
 BU2191.The orthometric height was determined by GPS observations and a
 BU2191.high-resolution geoid model.
 BU2191
 BU2191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2191
 BU2191.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2191
 BU2191.The ellipsoidal height was determined by GPS observations
 BU2191.and is referenced to NAD 83.
 BU2191
 BU2191.The geoid height was determined by GEOID03.
 BU2191
 BU2191;                    North         East     Units Scale Factor Converg.
 BU2191;SPC AL E     -    71,464.807   141,169.482   MT  1.00000267   -0 19 08.7
 BU2191;UTM  16      - 3,445,596.856   552,401.917   MT  0.99963387   +0 17 03.5
 BU2191
 BU2191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2191!SPC AL E     -   0.99999396  x   1.00000267  =   0.99999663
 BU2191!UTM  16      -   0.99999396  x   0.99963387  =   0.99962783
 BU2191
 BU2191|---------------------------------------------------------------------|
 BU2191| PID    Reference Object                     Distance      Geod. Az  |
 BU2191|                                                           dddmmss.s |
 BU2191| BU2192 20 46                               384.797 METERS 04301     |
 BU2191|---------------------------------------------------------------------|
 BU2191
 BU2191                          SUPERSEDED SURVEY CONTROL
 BU2191
 BU2191  ELLIP H (03/24/94)   38.47   (m)                       GP(       ) 4 1
 BU2191  NGVD 29 (05/23/94)   65.4    (m)          215.     (f) GPS OBS        
 BU2191
 BU2191.Superseded values are not recommended for survey control.
 BU2191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2191.See file dsdata.txt to determine how the superseded data were derived.
 BU2191
 BU2191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5240245597(NAD 83)
 BU2191_MARKER: DD = SURVEY DISK
 BU2191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2191_SP_SET: CONCRETE POST
 BU2191_STAMPING: 20-45 1993
 BU2191_MARK LOGO: ALHD  
 BU2191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2191+STABILITY: SURFACE MOTION
 BU2191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2191+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2191
 BU2191  HISTORY     - Date     Condition        Report By
 BU2191  HISTORY     - 1993     MONUMENTED       ALHD
 BU2191
 BU2191                          STATION DESCRIPTION
 BU2191
 BU2191'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2191'THE STATION IS IN COVINGTON COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 BU2191'COVINGTON COUNTY ROAD 45 ABOUT 11.40 MI (18.35 KM) SOUTH OF ANDALUSIA
 BU2191'AND ABOUT 14.80 MI (23.82 KM) SOUTHWEST OF OPP.
 BU2191'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 SOUTH
 BU2191'(MILEPOST 134.35 ON U.S. 84 AND MILEPOST 25.76 ON AL 55) IN
 BU2191'ANDALUSIA, DRIVE SOUTH ON AL 55 FOR 12.05 MI (19.39 KM) TO MILEPOST
 BU2191'13.70 AND COVINGTON COUNTY ROAD 45 LEFT. TURN LEFT ON COVINGTON
 BU2191'COUNTY ROAD 45 AND DRIVE NORTHEAST FOR 0.65 MI (1.05 KM) TO THE
 BU2191'STATION ON THE RIGHT.
 BU2191'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A FOUR STRAND BARBED WIRE
 BU2191'FENCE ON METAL AND TREATED WOOD POSTS, 37.4 FT (11.4 M) SOUTHEAST OF
 BU2191'THE CENTERLINE OF COVINGTON COUNTY ROAD 45, 106.2 FT (32.4 M) SOUTH
 BU2191'OF AN ANGLE POWER POLE WITH TWO GUY WIRES ACROSS THE ROAD, 163.2 FT
 BU2191'(49.7 M) SOUTHWEST OF THE SOUTHWEST POST OF A DOUBLE METAL GATE,
 BU2191'182.1 FT (55.5 M) SOUTH-SOUTHWEST OF THE SOUTHWEST POST OF A DOUBLE
 BU2191'METAL GATE ACROSS THE ROAD, 184.4 FT (56.2 M) SOUTHWEST OF THE
 BU2191'NORTHEAST POST OF A DOUBLE METAL GATE, 3.3 FT (1.0 M) NORTHWEST OF A
 BU2191'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2191'STATION 20-46 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2192 ***********************************************************************
 BU2192  DESIGNATION -  20 46
 BU2192  PID         -  BU2192
 BU2192  STATE/COUNTY-  AL/COVINGTON
 BU2192  USGS QUAD   -  LIBERTYVILLE (1971)
 BU2192
 BU2192                         *CURRENT SURVEY CONTROL
 BU2192  ___________________________________________________________________
 BU2192* NAD 83(1992)-  31 08 44.47848(N)    086 26 51.07821(W)     ADJUSTED  
 BU2192* NAVD 88     -        66.6    (meters)     219.     (feet)  GPS OBS   
 BU2192  ___________________________________________________________________
 BU2192  X           -     338,545.010 (meters)                     COMP
 BU2192  Y           -  -5,453,189.623 (meters)                     COMP
 BU2192  Z           -   3,279,748.895 (meters)                     COMP
 BU2192  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BU2192  ELLIP HEIGHT-          39.64  (meters)          (07/29/02) GPS OBS
 BU2192  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU2192
 BU2192  HORZ ORDER  -  FIRST
 BU2192  ELLP ORDER  -  FOURTH    CLASS I
 BU2192
 BU2192.The horizontal coordinates were established by GPS observations
 BU2192.and adjusted by the National Geodetic Survey in March 1994..
 BU2192
 BU2192.The orthometric height was determined by GPS observations and a
 BU2192.high-resolution geoid model.
 BU2192
 BU2192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2192
 BU2192.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2192
 BU2192.The ellipsoidal height was determined by GPS observations
 BU2192.and is referenced to NAD 83.
 BU2192
 BU2192.The geoid height was determined by GEOID03.
 BU2192
 BU2192;                    North         East     Units Scale Factor Converg.
 BU2192;SPC AL E     -    71,744.672   141,433.575   MT  1.00000229   -0 19 03.6
 BU2192;UTM  16      - 3,445,879.383   552,662.951   MT  0.99963421   +0 17 08.7
 BU2192
 BU2192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2192!SPC AL E     -   0.99999378  x   1.00000229  =   0.99999607
 BU2192!UTM  16      -   0.99999378  x   0.99963421  =   0.99962799
 BU2192
 BU2192|---------------------------------------------------------------------|
 BU2192| PID    Reference Object                     Distance      Geod. Az  |
 BU2192|                                                           dddmmss.s |
 BU2192| BU2191 20 45                               384.797 METERS 22301     |
 BU2192|---------------------------------------------------------------------|
 BU2192
 BU2192                          SUPERSEDED SURVEY CONTROL
 BU2192
 BU2192  ELLIP H (03/24/94)   39.66   (m)                       GP(       ) 4 1
 BU2192  NGVD 29 (05/23/94)   66.6    (m)          219.     (f) GPS OBS        
 BU2192
 BU2192.Superseded values are not recommended for survey control.
 BU2192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2192.See file dsdata.txt to determine how the superseded data were derived.
 BU2192
 BU2192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5266345879(NAD 83)
 BU2192_MARKER: DD = SURVEY DISK
 BU2192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2192_SP_SET: CONCRETE POST
 BU2192_STAMPING: 20-46 1993
 BU2192_MARK LOGO: ALHD  
 BU2192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2192+STABILITY: SURFACE MOTION
 BU2192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2192+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2192
 BU2192  HISTORY     - Date     Condition        Report By
 BU2192  HISTORY     - 1993     MONUMENTED       ALHD
 BU2192
 BU2192                          STATION DESCRIPTION
 BU2192
 BU2192'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2192'THE STATION IS IN COVINGTON COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 BU2192'COVINGTON COUNTY ROAD 45 ABOUT 11.20 MI (18.02 KM) SOUTH OF ANDALUSIA
 BU2192'AND ABOUT 14.55 SOUTHWEST OF OPP.
 BU2192'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 SOUTH
 BU2192'(MILEPOST 134.35 ON U.S. 84 AND MILEPOST 25.76 ON AL 55) IN
 BU2192'ANDALUSIA, DRIVE SOUTH ON AL 55 FOR 12.05 MI (19.39 KM) TO MILEPOST
 BU2192'13.70 AND COVINGTON COUNTY ROAD 45 LEFT. TURN LEFT ON COVINGTON
 BU2192'COUNTY ROAD 45 AND DRIVE NORTHEAST FOR 0.90 MI (1.45 KM) TO THE
 BU2192'STATION ON THE LEFT.
 BU2192'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE
 BU2192'FENCE ON METAL POSTS AND TREATED WOOD POSTS, 32.5 FT (9.9 M)
 BU2192'NORTHWEST OF THE CENTERLINE OF COVINGTON COUNTY ROAD 45, 3.2 FT
 BU2192'(1.0 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BU2192'GROUND.
 BU2192'STATION 20-45 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2193 ***********************************************************************
 BU2193  DESIGNATION -  20 47
 BU2193  PID         -  BU2193
 BU2193  STATE/COUNTY-  AL/COVINGTON
 BU2193  USGS QUAD   -  LIBERTYVILLE (1971)
 BU2193
 BU2193                         *CURRENT SURVEY CONTROL
 BU2193  ___________________________________________________________________
 BU2193* NAD 83(1992)-  31 07 50.34393(N)    086 22 40.87478(W)     ADJUSTED  
 BU2193* NAVD 88     -        59.7    (meters)     196.     (feet)  GPS OBS   
 BU2193  ___________________________________________________________________
 BU2193  X           -     345,213.683 (meters)                     COMP
 BU2193  Y           -  -5,453,629.490 (meters)                     COMP
 BU2193  Z           -   3,278,318.321 (meters)                     COMP
 BU2193  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BU2193  ELLIP HEIGHT-          32.77  (meters)          (07/29/02) GPS OBS
 BU2193  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BU2193
 BU2193  HORZ ORDER  -  FIRST
 BU2193  ELLP ORDER  -  FOURTH    CLASS I
 BU2193
 BU2193.The horizontal coordinates were established by GPS observations
 BU2193.and adjusted by the National Geodetic Survey in March 1994..
 BU2193
 BU2193.The orthometric height was determined by GPS observations and a
 BU2193.high-resolution geoid model.
 BU2193
 BU2193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2193
 BU2193.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2193
 BU2193.The ellipsoidal height was determined by GPS observations
 BU2193.and is referenced to NAD 83.
 BU2193
 BU2193.The geoid height was determined by GEOID03.
 BU2193
 BU2193;                    North         East     Units Scale Factor Converg.
 BU2193;SPC AL E     -    70,042.815   148,052.797   MT  0.99999327   -0 16 53.8
 BU2193;UTM  16      - 3,444,247.903   559,297.344   MT  0.99964337   +0 19 17.6
 BU2193
 BU2193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2193!SPC AL E     -   0.99999485  x   0.99999327  =   0.99998812
 BU2193!UTM  16      -   0.99999485  x   0.99964337  =   0.99963823
 BU2193
 BU2193:                Primary Azimuth Mark                     Grid Az
 BU2193:SPC AL E     -  20 48                                    056 40 10.3
 BU2193:UTM  16      -  20 48                                    056 03 58.9
 BU2193
 BU2193|---------------------------------------------------------------------|
 BU2193| PID    Reference Object                     Distance      Geod. Az  |
 BU2193|                                                           dddmmss.s |
 BU2193| BU2194 20 48                               APPROX. 0.5 KM 0562316.5 |
 BU2193|---------------------------------------------------------------------|
 BU2193
 BU2193                          SUPERSEDED SURVEY CONTROL
 BU2193
 BU2193  ELLIP H (03/24/94)   32.79   (m)                       GP(       ) 4 1
 BU2193  NGVD 29 (05/23/94)   59.7    (m)          196.     (f) GPS OBS        
 BU2193
 BU2193.Superseded values are not recommended for survey control.
 BU2193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2193.See file dsdata.txt to determine how the superseded data were derived.
 BU2193
 BU2193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5929744248(NAD 83)
 BU2193_MARKER: DD = SURVEY DISK
 BU2193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2193_SP_SET: CONCRETE POST
 BU2193_STAMPING: 20-47 1993
 BU2193_MARK LOGO: ALHD  
 BU2193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2193+STABILITY: SURFACE MOTION
 BU2193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2193+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2193
 BU2193  HISTORY     - Date     Condition        Report By
 BU2193  HISTORY     - 1993     MONUMENTED       ALHD
 BU2193
 BU2193                          STATION DESCRIPTION
 BU2193
 BU2193'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2193'THE STATION IS IN COVINGTON COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 BU2193'COVINGTON COUNTY ROAD 20 ABOUT 13.55 MI (21.81 KM) SOUTH-SOUTHEAST OF
 BU2193'ANDALUSIA AND ABOUT 12.50 MI (20.12 KM) SOUTHWEST OF OPP.
 BU2193'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 SOUTH
 BU2193'(MILEPOST 134.35 ON U.S. 84 AND MILEPOST 25.76 ON AL 55) IN
 BU2193'ANDALUSIA, DRIVE SOUTH ON AL 55 FOR 15.75 MI (25.35 KM) TO MILEPOST
 BU2193'10.00, A DIRT ROAD RIGHT, AND COVINGTON COUNTY ROAD 20 LEFT. TURN
 BU2193'LEFT ON COVINGTON COUNTY ROAD 20 AND DRIVE NORTHEAST FOR 4.75 MI
 BU2193'(7.64 KM) TO THE STATION ON THE RIGHT.
 BU2193'THE STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF A FIVE STRAND BARBED
 BU2193'WIRE FENCE ON METAL POSTS WITH RED TOPS AND TREATED WOOD POSTS, 34.2
 BU2193'FT (10.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF COVINGTON COUNTY ROAD
 BU2193'20, 184.6 FT (56.3 M) SOUTHWEST OF A POWER POLE, 3.0 FT (0.9 M)
 BU2193'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2193'STATION 20-48 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2194 ***********************************************************************
 BU2194  DESIGNATION -  20 48
 BU2194  PID         -  BU2194
 BU2194  STATE/COUNTY-  AL/COVINGTON
 BU2194  USGS QUAD   -  ONYCHA (1971)
 BU2194
 BU2194                         *CURRENT SURVEY CONTROL
 BU2194  ___________________________________________________________________
 BU2194* NAD 83(1992)-  31 08 00.02064(N)    086 22 23.95019(W)     ADJUSTED  
 BU2194* NAVD 88     -        58.9    (meters)     193.     (feet)  GPS OBS   
 BU2194  ___________________________________________________________________
 BU2194  X           -     345,651.376 (meters)                     COMP
 BU2194  Y           -  -5,453,446.673 (meters)                     COMP
 BU2194  Z           -   3,278,572.998 (meters)                     COMP
 BU2194  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 BU2194  ELLIP HEIGHT-          31.95  (meters)          (07/29/02) GPS OBS
 BU2194  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BU2194
 BU2194  HORZ ORDER  -  FIRST
 BU2194  ELLP ORDER  -  FOURTH    CLASS I
 BU2194
 BU2194.The horizontal coordinates were established by GPS observations
 BU2194.and adjusted by the National Geodetic Survey in March 1994..
 BU2194
 BU2194.The orthometric height was determined by GPS observations and a
 BU2194.high-resolution geoid model.
 BU2194
 BU2194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2194
 BU2194.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2194
 BU2194.The ellipsoidal height was determined by GPS observations
 BU2194.and is referenced to NAD 83.
 BU2194
 BU2194.The geoid height was determined by GEOID03.
 BU2194
 BU2194;                    North         East     Units Scale Factor Converg.
 BU2194;SPC AL E     -    70,338.636   148,502.620   MT  0.99999270   -0 16 45.1
 BU2194;UTM  16      - 3,444,548.337   559,743.870   MT  0.99964403   +0 19 26.5
 BU2194
 BU2194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2194!SPC AL E     -   0.99999498  x   0.99999270  =   0.99998768
 BU2194!UTM  16      -   0.99999498  x   0.99964403  =   0.99963901
 BU2194
 BU2194:                Primary Azimuth Mark                     Grid Az
 BU2194:SPC AL E     -  20 47                                    236 40 10.3
 BU2194:UTM  16      -  20 47                                    236 03 58.7
 BU2194
 BU2194|---------------------------------------------------------------------|
 BU2194| PID    Reference Object                     Distance      Geod. Az  |
 BU2194|                                                           dddmmss.s |
 BU2194| BU2193 20 47                               APPROX. 0.5 KM 2362325.2 |
 BU2194|---------------------------------------------------------------------|
 BU2194
 BU2194                          SUPERSEDED SURVEY CONTROL
 BU2194
 BU2194  ELLIP H (03/24/94)   31.97   (m)                       GP(       ) 4 1
 BU2194  NGVD 29 (05/23/94)   58.9    (m)          193.     (f) GPS OBS        
 BU2194
 BU2194.Superseded values are not recommended for survey control.
 BU2194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2194.See file dsdata.txt to determine how the superseded data were derived.
 BU2194
 BU2194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5974444548(NAD 83)
 BU2194_MARKER: DD = SURVEY DISK
 BU2194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2194_SP_SET: CONCRETE POST
 BU2194_STAMPING: 20-48 1993
 BU2194_MARK LOGO: ALHD  
 BU2194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2194+STABILITY: SURFACE MOTION
 BU2194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2194+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2194
 BU2194  HISTORY     - Date     Condition        Report By
 BU2194  HISTORY     - 1993     MONUMENTED       ALHD
 BU2194
 BU2194                          STATION DESCRIPTION
 BU2194
 BU2194'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2194'THE STATION IS IN COVINGTON COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 BU2194'COVINGTON COUNTY ROAD 20 ABOUT 13.55 MI (21.81 KM) SOUTH-SOUTHEAST OF
 BU2194'ANDALUSIA AND ABOUT 12.20 MI (19.63 KM) SOUTHWEST OF OPP.
 BU2194'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 SOUTH
 BU2194'(MILEPOST 134.35 ON U.S. 84 AND MILEPOST 25.76 ON AL 55) IN
 BU2194'ANDALUSIA, DRIVE SOUTH ON AL 55 FOR 15.75 MI (25.35 KM) TO MILEPOST
 BU2194'10.00, A DIRT ROAD RIGHT, AND COVINGTON COUNTY ROAD 20 LEFT. TURN
 BU2194'LEFT ON COVINGTON COUNTY ROAD 20 AND DRIVE NORTHEAST FOR 5.10 MI
 BU2194'(8.21 KM) TO THE STATION ON THE RIGHT.
 BU2194'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FIVE STRAND BARBED
 BU2194'WIRE FENCE ON METAL POSTS WITH RED TOPS AND TREATED WOOD POSTS, 47.1
 BU2194'FT (14.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF COVINGTON COUNTY
 BU2194'ROAD 20, 79.5 FT (24.2 M) SOUTH-SOUTHEAST OF THE CENTER OF A CONCRETE
 BU2194'DRAINAGE FLUME ACROSS THE ROAD, 143.0 FT (43.6 M) NORTHEAST OF A NO
 BU2194'TRESPASSING SIGN, 151.1 FT (46.1 M) SOUTH-SOUTHWEST OF THE SOUTHEAST
 BU2194'END OF A HOG WIRE GATE ON A METAL FRAME ACROSS THE ROAD IN A FIELD,
 BU2194'2.7 FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH
 BU2194'WITH THE GROUND.
 BU2194'STATION 20-47 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2195 ***********************************************************************
 BU2195  DESIGNATION -  20 49
 BU2195  PID         -  BU2195
 BU2195  STATE/COUNTY-  AL/COVINGTON
 BU2195  USGS QUAD   -  BRADLEY (1981)
 BU2195
 BU2195                         *CURRENT SURVEY CONTROL
 BU2195  ___________________________________________________________________
 BU2195* NAD 83(1992)-  31 03 19.42644(N)    086 39 57.25261(W)     ADJUSTED  
 BU2195* NAVD 88     -        79.8    (meters)     262.     (feet)  GPS OBS   
 BU2195  ___________________________________________________________________
 BU2195  X           -     318,059.263 (meters)                     COMP
 BU2195  Y           -  -5,459,613.847 (meters)                     COMP
 BU2195  Z           -   3,271,183.724 (meters)                     COMP
 BU2195  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 BU2195  ELLIP HEIGHT-          52.74  (meters)          (07/29/02) GPS OBS
 BU2195  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BU2195
 BU2195  HORZ ORDER  -  FIRST
 BU2195  ELLP ORDER  -  FOURTH    CLASS I
 BU2195
 BU2195.The horizontal coordinates were established by GPS observations
 BU2195.and adjusted by the National Geodetic Survey in March 1994..
 BU2195
 BU2195.The orthometric height was determined by GPS observations and a
 BU2195.high-resolution geoid model.
 BU2195
 BU2195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2195
 BU2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2195
 BU2195.The ellipsoidal height was determined by GPS observations
 BU2195.and is referenced to NAD 83.
 BU2195
 BU2195.The geoid height was determined by GEOID03.
 BU2195
 BU2195;                    North         East     Units Scale Factor Converg.
 BU2195;SPC AL E     -    61,869.761   120,533.863   MT  1.00003786   -0 25 46.3
 BU2195;UTM  16      - 3,435,789.198   531,876.509   MT  0.99961253   +0 10 20.5
 BU2195
 BU2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2195!SPC AL E     -   0.99999172  x   1.00003786  =   1.00002958
 BU2195!UTM  16      -   0.99999172  x   0.99961253  =   0.99960425
 BU2195
 BU2195:                Primary Azimuth Mark                     Grid Az
 BU2195:SPC AL E     -  20 50                                    057 14 08.3
 BU2195:UTM  16      -  20 50                                    056 38 01.5
 BU2195
 BU2195|---------------------------------------------------------------------|
 BU2195| PID    Reference Object                     Distance      Geod. Az  |
 BU2195|                                                           dddmmss.s |
 BU2195| BU2196 20 50                               476.639 METERS 0564822.0 |
 BU2195|---------------------------------------------------------------------|
 BU2195
 BU2195                          SUPERSEDED SURVEY CONTROL
 BU2195
 BU2195  ELLIP H (03/24/94)   52.76   (m)                       GP(       ) 4 1
 BU2195  NGVD 29 (05/23/94)   79.8    (m)          262.     (f) GPS OBS        
 BU2195
 BU2195.Superseded values are not recommended for survey control.
 BU2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2195.See file dsdata.txt to determine how the superseded data were derived.
 BU2195
 BU2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3187735789(NAD 83)
 BU2195_MARKER: DD = SURVEY DISK
 BU2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2195_SP_SET: CONCRETE POST
 BU2195_STAMPING: 20-49 1993
 BU2195_MARK LOGO: ALHD  
 BU2195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2195+STABILITY: SURFACE MOTION
 BU2195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2195+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2195
 BU2195  HISTORY     - Date     Condition        Report By
 BU2195  HISTORY     - 1993     MONUMENTED       ALHD
 BU2195
 BU2195                          STATION DESCRIPTION
 BU2195
 BU2195'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2195'THE STATION IS IN COVINGTON COUNTY ON THE EAST RIGHT OF WAY OF A DIRT
 BU2195'ROAD ABOUT 20.10 MI (32.35 KM) WEST OF FLORALA AND ABOUT 28.60 MI
 BU2195'(46.03 KM) SOUTH-SOUTHWEST OF ANDALUSIA.
 BU2195'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2195'43.60 ON U.S. 29 AND MILEPOST 0.00 ON AL 100) IN ANDALUSIA, DRIVE
 BU2195'SOUTHWEST ON U.S. 29 FOR 9.55 MI (15.37 KM) TO MILEPOST 34.05 AND AL
 BU2195'137 LEFT. TURN LEFT ON AL 137 AND DRIVE SOUTH AND SOUTHWEST FOR 11.55
 BU2195'MI (18.59 KM) TO MILEPOST 2.55 AND COVINGTON COUNTY ROAD 3 RIGHT.
 BU2195'TURN RIGHT ON COVINGTON COUNTY ROAD 3 AND DRIVE WEST AND NORTHWEST
 BU2195'FOR 3.25 MI (5.23 KM) TO COVINGTON COUNTY ROAD 2 LEFT. TURN LEFT ON
 BU2195'COVINGTON COUNTY ROAD 2 AND DRIVE WEST FOR 1.45 MI (2.33 KM) TO A
 BU2195'DIRT ROAD LEFT. TURN LEFT ON THE DIRT ROAD AND DRIVE SOUTH FOR 0.20
 BU2195'MI (0.32 KM) TO THE STATION ON THE LEFT.
 BU2195'THE STATION IS 3.0 FT (0.9 M) WEST OF A ONE STRAND ELECTRIC FENCE ON
 BU2195'ONE-INCH PVC PIPES AND TREATED WOOD POSTS, 28.6 FT (8.7 M) EAST OF
 BU2195'THE CENTER OF THE DIRT ROAD, 120.8 FT (36.8 M) NORTH-NORTHEAST OF A
 BU2195'BURIED CABLE SIGN, 1.8 FT (0.5 M) WEST OF A CARSONITE WITNESS POST
 BU2195'AND SET FLUSH WITH THE GROUND.
 BU2195'STATION 20-50 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2009 ***********************************************************************
 BU2009  FBN         -  This is a Federal Base Network Control Station.
 BU2009  DESIGNATION -  20 5
 BU2009  PID         -  BU2009
 BU2009  STATE/COUNTY-  AL/COVINGTON
 BU2009  USGS QUAD   -  RIVER FALLS (1984)
 BU2009
 BU2009                         *CURRENT SURVEY CONTROL
 BU2009  ___________________________________________________________________
 BU2009* NAD 83(1999)-  31 22 20.98031(N)    086 33 19.86160(W)     ADJUSTED  
 BU2009* NAVD 88     -        83.84   (meters)     275.1    (feet)  N HEIGHT  
 BU2009  ___________________________________________________________________
 BU2009  X           -     327,482.711 (meters)                     COMP
 BU2009  Y           -  -5,440,807.219 (meters)                     COMP
 BU2009  Z           -   3,301,254.233 (meters)                     COMP
 BU2009  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 BU2009  ELLIP HEIGHT-          56.78  (meters)          (08/29/05) GPS OBS
 BU2009  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BU2009  DYNAMIC HT  -          83.74  (meters)     274.7   (feet)  COMP
 BU2009  MODELED GRAV-     979,411.1   (mgal)                       NAVD 88
 BU2009
 BU2009  HORZ ORDER  -  A
 BU2009  VERT ORDER  -  THIRD
 BU2009  ELLP ORDER  -  FOURTH    CLASS I
 BU2009
 BU2009.The horizontal coordinates were established by GPS observations
 BU2009.and adjusted by the National Geodetic Survey in April 2001..
 BU2009
 BU2009.The orthometric height was determined by differential leveling
 BU2009.and adjusted by the National Geodetic Survey in September 1998..
 BU2009.The height was determined by precise leveling from only one NSRS
 BU2009.bench mark.  This was not adequate "tie leveling" to NSRS and was
 BU2009.allowed ONLY to validate the GPS-derived height.
 BU2009
 BU2009.Photographs are available for this station.
 BU2009
 BU2009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2009
 BU2009.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2009
 BU2009.The ellipsoidal height was determined by GPS observations
 BU2009.and is referenced to NAD 83.
 BU2009
 BU2009.The geoid height was determined by GEOID03.
 BU2009
 BU2009.The dynamic height is computed by dividing the NAVD 88
 BU2009.geopotential number by the normal gravity value computed on the
 BU2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU2009.degrees latitude (g = 980.6199 gals.).
 BU2009
 BU2009.The modeled gravity was interpolated from observed gravity values.
 BU2009
 BU2009;                    North         East     Units Scale Factor Converg.
 BU2009;SPC AL E     -    96,953.594   131,299.836   MT  1.00001819   -0 22 33.5
 BU2009;UTM  16      - 3,470,970.231   542,267.389   MT  0.99962203   +0 13 53.0
 BU2009
 BU2009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2009!SPC AL E     -   0.99999108  x   1.00001819  =   1.00000927
 BU2009!UTM  16      -   0.99999108  x   0.99962203  =   0.99961312
 BU2009
 BU2009|---------------------------------------------------------------------|
 BU2009| PID    Reference Object                     Distance      Geod. Az  |
 BU2009|                                                           dddmmss.s |
 BU2009| BU2010 20 6                                354.384 METERS 28721     |
 BU2009|---------------------------------------------------------------------|
 BU2009
 BU2009                          SUPERSEDED SURVEY CONTROL
 BU2009
 BU2009  ELLIP H (04/12/01)   56.82   (m)                       GP(       ) 4 1
 BU2009  NAD 83(1992)-  31 22 20.98009(N)    086 33 19.86030(W) AD(       ) B
 BU2009  ELLIP H (09/01/92)   56.86   (m)                       GP(       ) 1 2
 BU2009  NAD 83(1986)-  31 22 20.99499(N)    086 33 19.86143(W) AD(       ) 1
 BU2009  NAD 83(1986)-  31 22 20.99541(N)    086 33 19.86198(W) AD(       ) 1
 BU2009  NGVD 29 (??/??/??)   83.87   (m)          275.2    (f) N HEIGHT    3  
 BU2009
 BU2009.Superseded values are not recommended for survey control.
 BU2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2009.See file dsdata.txt to determine how the superseded data were derived.
 BU2009
 BU2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4226770970(NAD 83)
 BU2009_MARKER: DD = SURVEY DISK
 BU2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2009_SP_SET: CONCRETE POST
 BU2009_STAMPING: 20-5 1989
 BU2009_MARK LOGO: ALHD  
 BU2009_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2009+STABILITY: SURFACE MOTION
 BU2009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2009+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BU2009
 BU2009  HISTORY     - Date     Condition        Report By
 BU2009  HISTORY     - 1989     MONUMENTED       ALHD
 BU2009  HISTORY     - 19910104 GOOD             ALHD
 BU2009  HISTORY     - 19920116 GOOD             NGS
 BU2009  HISTORY     - 19930126 GOOD             ALHD
 BU2009  HISTORY     - 19930608 GOOD             ALHD
 BU2009  HISTORY     - 19940310 GOOD             ALHD
 BU2009  HISTORY     - 19950328 GOOD             ALHD
 BU2009  HISTORY     - 19980121 GOOD             NGS
 BU2009  HISTORY     - 19990405 GOOD             FLDEP
 BU2009  HISTORY     - 20030530 GOOD             NGS
 BU2009  HISTORY     - 20040624 GOOD             GCT
 BU2009
 BU2009                          STATION DESCRIPTION
 BU2009
 BU2009'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2009'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF COVINGTON COUNTY
 BU2009'ROAD NO. 107, ABOUT 5.95 KM (3.70 MI) SOUTHEAST OF RED LEVEL AND ABOUT
 BU2009'10.30 KM (6.40 MI) NORTHWEST OF ANDALUSIA.
 BU2009'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA HIGHWAY 55 AND
 BU2009'COVINGTON COUNTY ROAD NO. 107 AT MILE POST 33.70 ON ALABAMA 55, DRIVE
 BU2009'EAST ON COVINGTON COUNTY ROAD NO. 107 FOR 0.97 KM (0.60 MI) TO THE
 BU2009'STATION ON THE LEFT.
 BU2009'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 11.46 M (37.6 FT)
 BU2009'NORTH-NORTHEAST OF THE CENTER LINE OF COVINGTON COUNTY ROAD NO. 107,
 BU2009'0.58 M (1.9 FT) SOUTH-SOUTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON
 BU2009'4 X 4 INCH WHITE WOODEN POSTS, 24.69 M (81.0 FT) WEST OF THE WEST ONE
 BU2009'OF FOUR WHITE BRICK COLUMNS AT A GRAVEL DRIVEWAY, 32.31 M (106.0 FT)
 BU2009'WEST-NORTHWEST OF THE CENTER OF THE GRAVEL DRIVEWAY, AND 0.37 M
 BU2009'(1.2 FT) NORTH OF A CARSONITE WITNESS POST.
 BU2009'STATION 20-6 CAN BE USED AS AN AZIMUTH.
 BU2009
 BU2009                          STATION RECOVERY (1991)
 BU2009
 BU2009'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2009'THE STATION IS LOCATED IN COVINGTON COUNTY ON THE NORTH RIGHT - OF -
 BU2009'WAY OF COVINGTON COUNTY ROAD NO. 107, ABOUT 3.70 MI (5.95 KM)
 BU2009'SOUTHEAST OF RED LEVEL AND ABOUT 6.40 MI (10.30 KM) NORTHWEST OF
 BU2009'ANDALUSIA.
 BU2009'TO REACH THE STATION FROM THE JUNCTION OF ALA 55 AND COVINGTON COUNTY
 BU2009'ROAD NO. 107 AT MILE POST 33.70 ON ALA 55, DRIVE EAST ON COVINGTON
 BU2009'COUNTY ROAD NO. 107 0.60 MI (0.97 KM) TO THE STATION ON THE LEFT.
 BU2009'THE STATION IS 11.46 M (37.60 FT) NORTH - NORTHEAST OF THE CENTERLINE
 BU2009'OF COVINGTON COUNTY ROAD NO. 107, 0.58 M (1.90 FT) SOUTH - SOUTHWEST
 BU2009'OF A FOUR STRAND BARBED WIRE FENCE ON 4 X 4 INCH WHITE WOODEN POSTS,
 BU2009'24.69 M (81.00 FT) WEST OF THE WEST ONE OF FOUR WHITE BRICK COLUMNS
 BU2009'AT A GRAVEL DRIVEWAY, 32.31 M (106.00 FT) WEST - NORTHWEST OF THE
 BU2009'CENTER OF THE GRAVEL DRIVEWAY, 0.30 M (0.98 FT) EAST OF A 5/8 INCH
 BU2009'REBAR DRIVEN FLUSH WITH THE GROUND, 0.37 M (1.21 FT) NORTH OF A
 BU2009'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2009'NOTE - THIS STATION REQUIRES AN ELEVATION TRANSFER FROM B. M.
 BU2009'(0.0 FT) N 65 1934.
 BU2009
 BU2009                          STATION RECOVERY (1992)
 BU2009
 BU2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BU2009'THE STATION IS LOCATED 5.95 KM (3.70 MI) SOUTHEAST OF RED LEVEL AND
 BU2009'10.3 KM (6.4 MI) NORTHWEST OF ANDALUSIA, ON THE NORTH RIGHT-OF-WAY OF
 BU2009'COUNTY ROAD 107.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS.
 BU2009'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 55 AND
 BU2009'COUNTY ROAD 107 SOUTHEAST OF RED LEVEL, GO EAST ON COUNTY ROAD 107
 BU2009'FOR 0.97 KM (0.60 MI) TO THE STATION ON THE LEFT.
 BU2009'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 BU2009'GROUND, AND IS LOCATED 32.31 M (106.00 FT) WEST-NORTHWEST OF THE
 BU2009'CENTER OF THE GRAVEL DRIVEWAY, 24.69 M (81.00 FT) WEST OF THE WEST
 BU2009'ONE OF FOUR BRICK COLUMNS AT A GRAVEL DRIVEWAY, 11.46 M (37.60 FT)
 BU2009'NORTH-NORTHEAST OF THE COUNTY ROAD CENTERLINE, 0.58 M (1.90 FT)
 BU2009'SOUTH-SOUTHWEST OF A BARBED-WIRE FENCE AND 0.37 M (1.21 FT) NORTH OF A
 BU2009'FIBERGLASS WITNESS POST.
 BU2009'NOTE--STATION 20-6 CAN BE USED AS AZIMUTH.
 BU2009
 BU2009                          STATION RECOVERY (1993)
 BU2009
 BU2009'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2009'THE STATION IS LOCATED 5.95 KM (3.70 MI) SOUTHEAST OF RED LEVEL AND
 BU2009'10.3 KM (6.40 MI) NORTHWEST OF ANDALUSIA, ON THE NORTH RIGHT-OF-WAY
 BU2009'OF COUNTY ROAD 107.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS.
 BU2009'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 55 AND
 BU2009'COUNTY ROAD 107 SOUTHEAST OF RED LEVEL, GO EAST ON COUNTY ROAD 107
 BU2009'FOR 0.97 KM (0.60 MI) TO THE STATION ON THE LEFT.
 BU2009'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 BU2009'GROUND, AND IS LOCATED 32.31 M (106.00 FT) WEST-NORTHWEST OF THE
 BU2009'CENTER OF THE GRAVEL DRIVEWAY, 24.69 M (81.00 FT) WEST OF THE WEST
 BU2009'ONE OF FOUR BRICK COLUMNS AT A GRAVEL DRIVEWAY, 11.46 M (37.60 FT)
 BU2009'NORTH-NORTHEAST OF THE COUNTY ROAD CENTERLINE, 0.58 M (1.90 FT)
 BU2009'SOUTH-SOUTHWEST OF A BARBED-WIRE FENCE AND 0.37 M (1.21 FT) NORTH OF A
 BU2009'FIBERGLASS WITNESS POST.
 BU2009'NOTE--STATION 20-6 CAN BE USED AS AZIMUTH.
 BU2009
 BU2009                          STATION RECOVERY (1993)
 BU2009
 BU2009'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2009'RECOVERED IN GOOD CONDITION.
 BU2009
 BU2009                          STATION RECOVERY (1994)
 BU2009
 BU2009'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 BU2009'THE STATION IS LOCATED 5.95 KM (3.70 MI) SOUTHEAST OF RED LEVEL AND
 BU2009'10.3 KM (6.40 MI) NORTHWEST OF ANDALUSIA, ON THE NORTH RIGHT-OF-WAY OF
 BU2009'COUNTY ROAD 107.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS. TO REACH
 BU2009'THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 55 AND COUNTY ROAD
 BU2009'107 SOUTHEAST OF RED LEVEL, GO EAST ON COUNTY ROAD 107 FOR 0.97 KM
 BU2009'(0.60 MI) TO THE STATION ON THE LEFT. THE STATION IS SET IN THE TOP OF
 BU2009'A CONCRETE MONUMENT FLUSH WITH THE GROUND, AND IS LOCATED 32.31 M
 BU2009'(106.00 FT) WEST-NORTHWEST OF THE CENTER OF THE GRAVEL DRIVEWAY, 24.69
 BU2009'M (81.00 FT) WEST OF THE WEST ONE OF FOUR BRICK COLUMNS AT A GRAVEL
 BU2009'DRIVEWAY, 11.46 M (37.60 FT) NORTH-NORTHEAST OF THE COUNTY ROAD
 BU2009'CENTERLINE, 0.58 M (1.90 FT) SOUTH-SOUTHWEST OF A BARBED-WIRE FENCE
 BU2009'AND 0.37 M (1.21 FT) NORTH OF A FIBERGLASS WITNESS POST. NOTE--STATION
 BU2009'20-6 CAN BE USED AS AZIMUTH.
 BU2009
 BU2009                          STATION RECOVERY (1995)
 BU2009
 BU2009'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 BU2009'RECOVERED AS DESCRIBED.
 BU2009
 BU2009                          STATION RECOVERY (1998)
 BU2009
 BU2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BU2009'THE STATION IS LOCATED ABOUT 10.3 KM (6.40 MI) NORTHWEST OF ANDALUSIA,
 BU2009'5.95 KM (3.70 MI) SOUTHEAST OF RED LEVEL, ON THE NORTH-NORTHEAST
 BU2009'RIGHT-OF-WAY OF COUNTY ROAD 107, WEST-NORTHWEST OF A GRAVEL ENTRANCE
 BU2009'DRIVE WITH 4 WHITE BRICK ENTRANCE POSTS WITH LOW BRICK WALLS.
 BU2009'OWNERSHIP-- ALABAMA DEPARTMENT OF TRANSPORTATION, 1409 COLISEUM
 BU2009'BOULEVARD, MONTGOMERY, AL 36130-3050.  CONTACT MR. DON SPILLARS, PHONE
 BU2009'334-242-6614 OR FAX 334-269-0826.  TO REACH THE STATION FROM THE
 BU2009'INTERSECTION OF STATE HIGHWAY 55 AND COUNTY ROAD 107 ABOUT 5.0 KM
 BU2009'(3.10 MI) SOUTHEAST OF RED LEVEL, GO EAST FOR 0.80 KM (0.50 MI) ON
 BU2009'COUNTY ROAD 107 TO THE STATION ON THE LEFT, JUST BEFORE THE ENTRANCE
 BU2009'DRIVE.  STATION IS 32.7 M (107.3 FT) WEST-NORTHWEST OF THE CENTER OF
 BU2009'ENTRANCE DRIVE, 24.7 M (81.0 FT) WEST-NORTHWEST OF THE WEST-NORTHWEST
 BU2009'1 OF 4 BRICK ENTRANCE POSTS, 12.55 M (41.17 FT) NORTH-NORTHWEST OF THE
 BU2009'WEST-NORTHWEST CENTER END OF A CULVERT HEADWALL AT AN ABANDONED FIELD
 BU2009'ENTRANCE, 11.7 M (38.4 FT) NORTH-NORTHEAST OF THE CENTER OF COUNTY
 BU2009'ROAD, 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF A BARBED-WIRE FENCE AND
 BU2009'WITNESS POST, ABOUT 0.3 M (1.0 FT) BELOW THE COUNTY ROAD LEVEL AND
 BU2009'FLUSH WITH GROUND.  NOTE--STATION 20-6 MAY BE USED AS AN AZIMUTH FOR
 BU2009'THIS STATION.
 BU2009
 BU2009                          STATION RECOVERY (1999)
 BU2009
 BU2009'RECOVERY NOTE BY FL DEPT OF ENV PRO 1999
 BU2009'RECOVERED AS DESCRIBED.
 BU2009
 BU2009                          STATION RECOVERY (2003)
 BU2009
 BU2009'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 BU2009'RECOVERED AS DESCRIBED.
 BU2009'
 BU2009
 BU2009                          STATION RECOVERY (2004)
 BU2009
 BU2009'RECOVERY NOTE BY GUSTIN, COTHERN, AND TUCKER, I 2004 (HWW)
 BU2009'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2196 ***********************************************************************
 BU2196  DESIGNATION -  20 50
 BU2196  PID         -  BU2196
 BU2196  STATE/COUNTY-  AL/COVINGTON
 BU2196  USGS QUAD   -  BRADLEY (1981)
 BU2196
 BU2196                         *CURRENT SURVEY CONTROL
 BU2196  ___________________________________________________________________
 BU2196* NAD 83(1992)-  31 03 27.89925(N)    086 39 42.20855(W)     ADJUSTED  
 BU2196* NAVD 88     -        74.6    (meters)     245.     (feet)  GPS OBS   
 BU2196  ___________________________________________________________________
 BU2196  X           -     318,449.367 (meters)                     COMP
 BU2196  Y           -  -5,459,451.852 (meters)                     COMP
 BU2196  Z           -   3,271,404.610 (meters)                     COMP
 BU2196  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 BU2196  ELLIP HEIGHT-          47.60  (meters)          (07/29/02) GPS OBS
 BU2196  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BU2196
 BU2196  HORZ ORDER  -  FIRST
 BU2196  ELLP ORDER  -  FOURTH    CLASS I
 BU2196
 BU2196.The horizontal coordinates were established by GPS observations
 BU2196.and adjusted by the National Geodetic Survey in March 1994..
 BU2196
 BU2196.The orthometric height was determined by GPS observations and a
 BU2196.high-resolution geoid model.
 BU2196
 BU2196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2196
 BU2196.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2196
 BU2196.The ellipsoidal height was determined by GPS observations
 BU2196.and is referenced to NAD 83.
 BU2196
 BU2196.The geoid height was determined by GEOID03.
 BU2196
 BU2196;                    North         East     Units Scale Factor Converg.
 BU2196;SPC AL E     -    62,127.721   120,934.686   MT  1.00003708   -0 25 38.6
 BU2196;SPC AL W     -   117,557.783   680,006.598   MT  1.00001226   +0 25 57.0
 BU2196;UTM  16      - 3,436,051.242   532,274.431   MT  0.99961285   +0 10 28.3
 BU2196
 BU2196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2196!SPC AL E     -   0.99999253  x   1.00003708  =   1.00002960
 BU2196!SPC AL W     -   0.99999253  x   1.00001226  =   1.00000479
 BU2196!UTM  16      -   0.99999253  x   0.99961285  =   0.99960538
 BU2196
 BU2196:                Primary Azimuth Mark                     Grid Az
 BU2196:SPC AL E     -  20 49                                    237 14 08.4
 BU2196:SPC AL W     -  20 49                                    236 22 32.8
 BU2196:UTM  16      -  20 49                                    236 38 01.5
 BU2196
 BU2196|---------------------------------------------------------------------|
 BU2196| PID    Reference Object                     Distance      Geod. Az  |
 BU2196|                                                           dddmmss.s |
 BU2196| BU2195 20 49                               476.639 METERS 2364829.8 |
 BU2196|---------------------------------------------------------------------|
 BU2196
 BU2196                          SUPERSEDED SURVEY CONTROL
 BU2196
 BU2196  ELLIP H (03/24/94)   47.63   (m)                       GP(       ) 4 1
 BU2196  NGVD 29 (05/23/94)   74.7    (m)          245.     (f) GPS OBS        
 BU2196
 BU2196.Superseded values are not recommended for survey control.
 BU2196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2196.See file dsdata.txt to determine how the superseded data were derived.
 BU2196
 BU2196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3227436051(NAD 83)
 BU2196_MARKER: DD = SURVEY DISK
 BU2196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2196_SP_SET: CONCRETE POST
 BU2196_STAMPING: 20-50 1993
 BU2196_MARK LOGO: ALHD  
 BU2196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2196+STABILITY: SURFACE MOTION
 BU2196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2196+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2196
 BU2196  HISTORY     - Date     Condition        Report By
 BU2196  HISTORY     - 1993     MONUMENTED       ALHD
 BU2196
 BU2196                          STATION DESCRIPTION
 BU2196
 BU2196'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2196'THE STATION IS IN COVINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2196'COVINGTON COUNTY ROAD 2 ABOUT 19.85 MI (31.94 KM) WEST OF FLORALA AND
 BU2196'ABOUT 28.30 MI (45.54 KM) SOUTH-SOUTHWEST OF ANDALUSIA.
 BU2196'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2196'43.60 ON U.S. 29 AND MILEPOST 0.00 ON AL 100) IN ANDALUSIA, DRIVE
 BU2196'SOUTHWEST ON U.S. 29 FOR 9.55 MI (15.37 KM) TO MILEPOST 34.05 AND AL
 BU2196'137 LEFT. TURN LEFT ON AL 137 AND DRIVE SOUTH AND SOUTHWEST FOR 11.55
 BU2196'MI (18.59 KM) TO MILEPOST 2.55 AND COVINGTON COUNTY ROAD 3 RIGHT.
 BU2196'TURN RIGHT ON COVINGTON COUNTY ROAD 3 AND DRIVE WEST AND NORTHWEST
 BU2196'FOR 3.25 MI (5.23 KM) TO COVINGTON COUNTY ROAD 2 LEFT. TURN LEFT ON
 BU2196'COVINGTON COUNTY ROAD 2 AND DRIVE WEST FOR 1.20 MI (1.93 KM) TO THE
 BU2196'STATION ON THE LEFT.
 BU2196'THE STATION IS 16.8 FT (5.1 M) SOUTHEAST OF THE TOP OF THE SOUTH END
 BU2196'OF A TWENTY-FOUR INCH DRAINAGE PIPE UNDER COVINGTON COUNTY ROAD 2,
 BU2196'17.7 FT (5.4 M) SOUTHEAST OF A FIVE-FOOT REFLECTOR POST, 21.4 FT
 BU2196'(6.5 M) WEST OF THE CENTER OF A FIELD ROAD, 35.2 FT (10.7 M) SOUTH OF
 BU2196'THE CENTERLINE OF COVINGTON COUNTY ROAD 2, 58.3 FT (17.8 M) SOUTH OF
 BU2196'A FIVE-FOOT REFLECTOR POST ACROSS THE ROAD, 1.5 FT (0.5 M) NORTH OF A
 BU2196'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2196'STATION 20-49 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2197 ***********************************************************************
 BU2197  DESIGNATION -  20 51
 BU2197  PID         -  BU2197
 BU2197  STATE/COUNTY-  AL/COVINGTON
 BU2197  USGS QUAD   -  WING (1971)
 BU2197
 BU2197                         *CURRENT SURVEY CONTROL
 BU2197  ___________________________________________________________________
 BU2197* NAD 83(1992)-  31 02 13.86328(N)    086 33 00.41929(W)     ADJUSTED  
 BU2197* NAVD 88     -        67.8    (meters)     222.     (feet)  GPS OBS   
 BU2197  ___________________________________________________________________
 BU2197  X           -     329,153.798 (meters)                     COMP
 BU2197  Y           -  -5,459,989.226 (meters)                     COMP
 BU2197  Z           -   3,269,447.645 (meters)                     COMP
 BU2197  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BU2197  ELLIP HEIGHT-          40.83  (meters)          (07/29/02) GPS OBS
 BU2197  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BU2197
 BU2197  HORZ ORDER  -  FIRST
 BU2197  ELLP ORDER  -  FOURTH    CLASS I
 BU2197
 BU2197.The horizontal coordinates were established by GPS observations
 BU2197.and adjusted by the National Geodetic Survey in March 1994..
 BU2197
 BU2197.The orthometric height was determined by GPS observations and a
 BU2197.high-resolution geoid model.
 BU2197
 BU2197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2197
 BU2197.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2197
 BU2197.The ellipsoidal height was determined by GPS observations
 BU2197.and is referenced to NAD 83.
 BU2197
 BU2197.The geoid height was determined by GEOID03.
 BU2197
 BU2197;                    North         East     Units Scale Factor Converg.
 BU2197;SPC AL E     -    59,773.510   131,572.627   MT  1.00001773   -0 22 10.5
 BU2197;UTM  16      - 3,433,809.799   542,932.142   MT  0.99962273   +0 13 55.1
 BU2197
 BU2197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2197!SPC AL E     -   0.99999359  x   1.00001773  =   1.00001132
 BU2197!UTM  16      -   0.99999359  x   0.99962273  =   0.99961632
 BU2197
 BU2197                          SUPERSEDED SURVEY CONTROL
 BU2197
 BU2197  ELLIP H (03/24/94)   40.85   (m)                       GP(       ) 4 1
 BU2197  NGVD 29 (05/23/94)   67.9    (m)          223.     (f) GPS OBS        
 BU2197
 BU2197.Superseded values are not recommended for survey control.
 BU2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2197.See file dsdata.txt to determine how the superseded data were derived.
 BU2197
 BU2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4293233810(NAD 83)
 BU2197_MARKER: DD = SURVEY DISK
 BU2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2197_SP_SET: CONCRETE POST
 BU2197_STAMPING: 20-51 1993
 BU2197_MARK LOGO: ALHD  
 BU2197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2197+STABILITY: SURFACE MOTION
 BU2197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2197+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2197
 BU2197  HISTORY     - Date     Condition        Report By
 BU2197  HISTORY     - 1993     MONUMENTED       ALHD
 BU2197
 BU2197                          STATION DESCRIPTION
 BU2197
 BU2197'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2197'THE STATION IS IN COVINGTON COUNTY ON THE SOUTHWEST RIGHT OF WAY OF A
 BU2197'DIRT ROAD ABOUT 18.90 MI (30.42 KM) SOUTH OF ANDALUSIA AND ABOUT
 BU2197'13.20 MI (21.24 KM) WEST-NORTHWEST OF FLORALA.
 BU2197'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2197'43.60 ON U.S. 29 AND MILEPOST 0.00 ON AL 100) IN ANDALUSIA, DRIVE
 BU2197'SOUTHWEST ON U.S. 29 FOR 9.55 MI (15.37 KM) TO MILEPOST 34.05 AND AL
 BU2197'137 LEFT. TURN LEFT ON AL 137 AND DRIVE SOUTH FOR 8.65 MI (13.92 KM)
 BU2197'TO MILEPOST 5.45 AND A DIRT ROAD LEFT. TURN LEFT ON THE DIRT ROAD AND
 BU2197'DRIVE EAST AND NORTHEAST FOR 1.40 MI (2.25 KM) TO A T-INTERSECTION
 BU2197'WITH A DIRT ROAD RIGHT. TURN RIGHT ON THE DIRT ROAD AND DRIVE SOUTH
 BU2197'FOR 2.10 MI (3.38 KM) TO THE STATION ON THE RIGHT.
 BU2197'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE
 BU2197'FENCE ON GREEN METAL POSTS WITH WHITE TOPS, 18.9 FT (5.8 M) SOUTHWEST
 BU2197'OF THE CENTER OF A DIRT ROAD, 54.9 FT (16.7 M) NORTHWEST OF AN EIGHT
 BU2197'BY TEN WOOD POST IN THE FENCELINE, 3.0 FT (0.9 M) NORTHEAST OF A
 BU2197'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2197'STATION 20-52 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2198 ***********************************************************************
 BU2198  DESIGNATION -  20 52
 BU2198  PID         -  BU2198
 BU2198  STATE/COUNTY-  AL/COVINGTON
 BU2198  USGS QUAD   -  WING (1971)
 BU2198
 BU2198                         *CURRENT SURVEY CONTROL
 BU2198  ___________________________________________________________________
 BU2198* NAD 83(1992)-  31 02 36.10677(N)    086 33 12.22001(W)     ADJUSTED  
 BU2198* NAVD 88     -        77.3    (meters)     254.     (feet)  GPS OBS   
 BU2198  ___________________________________________________________________
 BU2198  X           -     328,820.674 (meters)                     COMP
 BU2198  Y           -  -5,459,663.525 (meters)                     COMP
 BU2198  Z           -   3,270,039.461 (meters)                     COMP
 BU2198  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BU2198  ELLIP HEIGHT-          50.27  (meters)          (07/29/02) GPS OBS
 BU2198  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BU2198
 BU2198  HORZ ORDER  -  FIRST
 BU2198  ELLP ORDER  -  FOURTH    CLASS I
 BU2198
 BU2198.The horizontal coordinates were established by GPS observations
 BU2198.and adjusted by the National Geodetic Survey in March 1994..
 BU2198
 BU2198.The orthometric height was determined by GPS observations and a
 BU2198.high-resolution geoid model.
 BU2198
 BU2198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2198
 BU2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2198
 BU2198.The ellipsoidal height was determined by GPS observations
 BU2198.and is referenced to NAD 83.
 BU2198
 BU2198.The geoid height was determined by GEOID03.
 BU2198
 BU2198;                    North         East     Units Scale Factor Converg.
 BU2198;SPC AL E     -    60,460.570   131,264.128   MT  1.00001826   -0 22 16.8
 BU2198;UTM  16      - 3,434,493.311   542,616.571   MT  0.99962240   +0 13 49.1
 BU2198
 BU2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2198!SPC AL E     -   0.99999211  x   1.00001826  =   1.00001037
 BU2198!UTM  16      -   0.99999211  x   0.99962240  =   0.99961451
 BU2198
 BU2198                          SUPERSEDED SURVEY CONTROL
 BU2198
 BU2198  ELLIP H (03/24/94)   50.29   (m)                       GP(       ) 4 1
 BU2198  NGVD 29 (05/23/94)   77.3    (m)          254.     (f) GPS OBS        
 BU2198
 BU2198.Superseded values are not recommended for survey control.
 BU2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2198.See file dsdata.txt to determine how the superseded data were derived.
 BU2198
 BU2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4261734493(NAD 83)
 BU2198_MARKER: DD = SURVEY DISK
 BU2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2198_SP_SET: CONCRETE POST
 BU2198_STAMPING: 20-52 1993
 BU2198_MARK LOGO: ALHD  
 BU2198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2198+STABILITY: SURFACE MOTION
 BU2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2198+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2198
 BU2198  HISTORY     - Date     Condition        Report By
 BU2198  HISTORY     - 1993     MONUMENTED       ALHD
 BU2198
 BU2198                          STATION DESCRIPTION
 BU2198
 BU2198'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2198'THE STATION IS IN COVINGTON COUNTY ON THE EAST RIGHT OF WAY OF A DIRT
 BU2198'ROAD ABOUT 18.50 MI (29.77 KM) SOUTH OF ANDALUSIA AND ABOUT 13.40 MI
 BU2198'(21.56 KM) WEST-NORTHWEST OF FLORALA.
 BU2198'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND AL 100 (MILEPOST
 BU2198'43.60 ON U.S. 29 AND MILEPOST 0.00 ON AL 100) IN ANDALUSIA, DRIVE
 BU2198'SOUTHWEST ON U.S. 29 FOR 9.55 MI (15.37 KM) TO MILEPOST 34.05 AND AL
 BU2198'137 LEFT. TURN LEFT ON AL 137 AND DRIVE SOUTH FOR 8.65 MI (13.92 KM)
 BU2198'TO MILEPOST 5.45 AND A DIRT ROAD LEFT. TURN LEFT ON THE DIRT ROAD AND
 BU2198'DRIVE EAST AND NORTHEAST FOR 1.40 MI (2.25 KM) TO A T-INTERSECTION
 BU2198'WITH A DIRT ROAD RIGHT. TURN RIGHT ON THE DIRT ROAD AND DRIVE SOUTH
 BU2198'FOR 1.60 MI (2.57 KM) TO THE STATION ON THE LEFT.
 BU2198'THE STATION IS 29.4 FT (9.0 M) EAST OF THE CENTER OF THE DIRT ROAD,
 BU2198'107.0 FT (32.6 M) NORTH-NORTHEAST OF A METAL MAILBOX ON A ONE AND A
 BU2198'HALF-INCH STEEL PIPE ACROSS THE ROAD, 108.0 FT (32.9 M)
 BU2198'NORTH-NORTHEAST OF A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD, 107.7
 BU2198'FT (32.8 M) NORTH-NORTHEAST OF A SIX-FOOT POST WITH A BIRD HOUSE AND
 BU2198'RAIN GUAGE ON IT ACROSS THE ROAD, 112.1 FT (34.2 M) NORTH-NORTHEAST
 BU2198'OF A WATER METER BOX ACROSS THE ROAD, 122.1 FT (37.2 M) SOUTHEAST OF
 BU2198'A JUNCTION POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 1.9 FT
 BU2198'(0.6 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BU2198'GROUND.
 BU2198'STATION 20-51 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2199 ***********************************************************************
 BU2199  DESIGNATION -  20 53
 BU2199  PID         -  BU2199
 BU2199  STATE/COUNTY-  AL/COVINGTON
 BU2199  USGS QUAD   -  WATKINS BRIDGE (1971)
 BU2199
 BU2199                         *CURRENT SURVEY CONTROL
 BU2199  ___________________________________________________________________
 BU2199* NAD 83(1992)-  31 02 44.61229(N)    086 27 12.05688(W)     ADJUSTED  
 BU2199* NAVD 88     -       100.7    (meters)     330.     (feet)  GPS OBS   
 BU2199  ___________________________________________________________________
 BU2199  X           -     338,346.282 (meters)                     COMP
 BU2199  Y           -  -5,458,966.256 (meters)                     COMP
 BU2199  Z           -   3,270,275.979 (meters)                     COMP
 BU2199  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BU2199  ELLIP HEIGHT-          73.71  (meters)          (07/29/02) GPS OBS
 BU2199  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BU2199
 BU2199  HORZ ORDER  -  FIRST
 BU2199  ELLP ORDER  -  FOURTH    CLASS I
 BU2199
 BU2199.The horizontal coordinates were established by GPS observations
 BU2199.and adjusted by the National Geodetic Survey in March 1994..
 BU2199
 BU2199.The orthometric height was determined by GPS observations and a
 BU2199.high-resolution geoid model.
 BU2199
 BU2199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2199
 BU2199.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2199
 BU2199.The ellipsoidal height was determined by GPS observations
 BU2199.and is referenced to NAD 83.
 BU2199
 BU2199.The geoid height was determined by GEOID03.
 BU2199
 BU2199;                    North         East     Units Scale Factor Converg.
 BU2199;SPC AL E     -    60,664.916   140,815.945   MT  1.00000319   -0 19 11.2
 BU2199;UTM  16      - 3,434,797.833   552,162.060   MT  0.99963356   +0 16 54.9
 BU2199
 BU2199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2199!SPC AL E     -   0.99998843  x   1.00000319  =   0.99999162
 BU2199!UTM  16      -   0.99998843  x   0.99963356  =   0.99962199
 BU2199
 BU2199                          SUPERSEDED SURVEY CONTROL
 BU2199
 BU2199  ELLIP H (03/24/94)   73.72   (m)                       GP(       ) 4 1
 BU2199  NGVD 29 (05/23/94)  100.7    (m)          330.     (f) GPS OBS        
 BU2199
 BU2199.Superseded values are not recommended for survey control.
 BU2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2199.See file dsdata.txt to determine how the superseded data were derived.
 BU2199
 BU2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5216234798(NAD 83)
 BU2199_MARKER: DD = SURVEY DISK
 BU2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2199_SP_SET: CONCRETE POST
 BU2199_STAMPING: 20-53 1993
 BU2199_MARK LOGO: ALHD  
 BU2199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2199+STABILITY: SURFACE MOTION
 BU2199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2199+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2199
 BU2199  HISTORY     - Date     Condition        Report By
 BU2199  HISTORY     - 1993     MONUMENTED       ALHD
 BU2199
 BU2199                          STATION DESCRIPTION
 BU2199
 BU2199'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2199'THE STATION IS IN COVINGTON COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2199'COVINGTON COUNTY ROAD 20 ABOUT 7.80 MI (12.55 KM) WEST-NORTHWEST OF
 BU2199'FLORALA AND ABOUT 17.95 MI (28.89 KM) SOUTH OF ANDALUSIA.
 BU2199'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 SOUTH
 BU2199'(MILEPOST 134.35 ON U.S. 84 AND MILEPOST 25.76 ON AL 55) IN
 BU2199'ANDALUSIA, DRIVE SOUTH ON AL 55 FOR 17.10 MI (27.52 KM) TO MILEPOST
 BU2199'8.65 MI (13.92 KM) AND COVINGTON COUNTY ROAD 20 RIGHT. TURN RIGHT ON
 BU2199'COVINGTON COUNTY ROAD 20 AND DRIVE WEST AND SOUTH FOR 3.90 MI
 BU2199'(6.28 KM) TO A T-INTERSECTION WITH COVINGTON COUNTY ROAD 20 RIGHT AND
 BU2199'A PAVED COUNTY ROAD STRAIGHT. TURN RIGHT ON COVINGTON COUNTY ROAD 20
 BU2199'AND DRIVE WEST FOR 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT.
 BU2199'THE STATION IS 6.1 FT (1.9 M) SOUTH-SOUTHEAST OF A HOG WIRE FENCE ON
 BU2199'FOUR BY FOUR WOOD POSTS, 35.3 FT (10.8 M) NORTH-NORTHWEST OF THE
 BU2199'CENTERLINE OF COVINGTON COUNTY ROAD 20, 123.7 FT (37.7 M) NORTHEAST
 BU2199'OF A POWER POLE ACROSS THE ROAD, 202.6 FT (61.8 M) EAST-NORTHEAST OF
 BU2199'THE EAST POST OF A BOARD GATE ON THE SOUTHWEST FENCE CORNER, 212.7 FT
 BU2199'(64.8 M) EAST-NORTHEAST OF THE WEST POST OF A BOARD GATE ON THE
 BU2199'SOUTHWEST FENCE CORNER, 6.0 FT (1.8 M) SOUTH OF A CARSONITE WITNESS
 BU2199'POST AND SET FLUSH WITH THE GROUND.
 BU2199'STATION 20-54 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2200 ***********************************************************************
 BU2200  DESIGNATION -  20 54
 BU2200  PID         -  BU2200
 BU2200  STATE/COUNTY-  AL/COVINGTON
 BU2200  USGS QUAD   -  WATKINS BRIDGE (1971)
 BU2200
 BU2200                         *CURRENT SURVEY CONTROL
 BU2200  ___________________________________________________________________
 BU2200* NAD 83(1992)-  31 02 49.60246(N)    086 26 49.93736(W)     ADJUSTED  
 BU2200* NAVD 88     -       101.4    (meters)     333.     (feet)  GPS OBS   
 BU2200  ___________________________________________________________________
 BU2200  X           -     338,926.817 (meters)                     COMP
 BU2200  Y           -  -5,458,851.440 (meters)                     COMP
 BU2200  Z           -   3,270,408.015 (meters)                     COMP
 BU2200  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BU2200  ELLIP HEIGHT-          74.42  (meters)          (07/29/02) GPS OBS
 BU2200  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BU2200
 BU2200  HORZ ORDER  -  FIRST
 BU2200  ELLP ORDER  -  FOURTH    CLASS I
 BU2200
 BU2200.The horizontal coordinates were established by GPS observations
 BU2200.and adjusted by the National Geodetic Survey in March 1994..
 BU2200
 BU2200.The orthometric height was determined by GPS observations and a
 BU2200.high-resolution geoid model.
 BU2200
 BU2200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2200
 BU2200.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2200
 BU2200.The ellipsoidal height was determined by GPS observations
 BU2200.and is referenced to NAD 83.
 BU2200
 BU2200.The geoid height was determined by GEOID03.
 BU2200
 BU2200;                    North         East     Units Scale Factor Converg.
 BU2200;SPC AL E     -    60,815.341   141,403.314   MT  1.00000234   -0 18 59.8
 BU2200;UTM  16      - 3,434,954.360   552,747.601   MT  0.99963432   +0 17 06.4
 BU2200
 BU2200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2200!SPC AL E     -   0.99998831  x   1.00000234  =   0.99999065
 BU2200!UTM  16      -   0.99998831  x   0.99963432  =   0.99962264
 BU2200
 BU2200                          SUPERSEDED SURVEY CONTROL
 BU2200
 BU2200  ELLIP H (03/24/94)   74.43   (m)                       GP(       ) 4 1
 BU2200  NGVD 29 (05/23/94)  101.4    (m)          333.     (f) GPS OBS        
 BU2200
 BU2200.Superseded values are not recommended for survey control.
 BU2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2200.See file dsdata.txt to determine how the superseded data were derived.
 BU2200
 BU2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5274834954(NAD 83)
 BU2200_MARKER: DD = SURVEY DISK
 BU2200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2200_SP_SET: CONCRETE POST
 BU2200_STAMPING: 20-54 1993
 BU2200_MARK LOGO: ALHD  
 BU2200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2200+STABILITY: SURFACE MOTION
 BU2200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2200+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2200
 BU2200  HISTORY     - Date     Condition        Report By
 BU2200  HISTORY     - 1993     MONUMENTED       ALHD
 BU2200
 BU2200                          STATION DESCRIPTION
 BU2200
 BU2200'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2200'THE STATION IS IN COVINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2200'COVINGTON COUNTY ROAD 20 ABOUT 7.45 MI (11.99 KM) WEST-NORTHWEST OF
 BU2200'FLORALA AND ABOUT 17.95 MI (28.89 KM) SOUTH OF ANDALUSIA.
 BU2200'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND AL 55 SOUTH
 BU2200'(MILEPOST 134.35 ON U.S. 84 AND MILEPOST 25.76 ON AL 55) IN
 BU2200'ANDALUSIA, DRIVE SOUTH ON AL 55 FOR 17.10 MI (27.52 KM) TO MILEPOST
 BU2200'8.65 AND COVINGTON COUNTY ROAD 20 RIGHT. TURN RIGHT ON COVINGTON
 BU2200'COUNTY ROAD 20 AND DRIVE WEST AND SOUTH FOR 3.90 MI (6.28 KM) TO A
 BU2200'T-INTERSECTION WITH COVINGTON COUNTY ROAD 20 RIGHT AND A PAVED COUNTY
 BU2200'ROAD STRAIGHT. TURN RIGHT ON COVINGTON COUNTY ROAD 20 AND DRIVE WEST
 BU2200'FOR 0.50 MI (0.80 KM) TO THE STATION ON THE LEFT.
 BU2200'THE STATION IS 34.0 FT (10.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 BU2200'COVINGTON COUNTY ROAD 20, 81.6 FT (24.9 M) EAST OF A RUSTY METAL
 BU2200'MAILBOX ON AN OLD WOOD POST, 112.4 FT (34.3 M) SOUTHEAST OF THE
 BU2200'SOUTHEAST CORNER OF A WHITE WOOD FRAME HOUSE ACROSS THE ROAD, 146.1
 BU2200'FT (44.5 M) EAST-NORTHEAST OF A JUNCTION POWER POLE WITH ONE
 BU2200'TRANSFORMER AND ONE GUY WIRE, 146.8 FT (44.7 M) EAST-SOUTHEAST OF THE
 BU2200'SOUTHWEST CORNER OF A WHITE WOOD FRAME HOUSE ACROSS THE ROAD, 156.2
 BU2200'FT (47.6 M) SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 3.2 FT
 BU2200'(1.0 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BU2200'GROUND.
 BU2200'STATION 20-53 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2201 ***********************************************************************
 BU2201  DESIGNATION -  20 55
 BU2201  PID         -  BU2201
 BU2201  STATE/COUNTY-  AL/COVINGTON
 BU2201  USGS QUAD   -  FLORALA (1984)
 BU2201
 BU2201                         *CURRENT SURVEY CONTROL
 BU2201  ___________________________________________________________________
 BU2201* NAD 83(1992)-  31 01 51.81471(N)    086 21 15.01200(W)     ADJUSTED  
 BU2201* NAVD 88     -        98.6    (meters)     323.     (feet)  GPS OBS   
 BU2201  ___________________________________________________________________
 BU2201  X           -     347,848.451 (meters)                     COMP
 BU2201  Y           -  -5,459,207.296 (meters)                     COMP
 BU2201  Z           -   3,268,881.660 (meters)                     COMP
 BU2201  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BU2201  ELLIP HEIGHT-          71.59  (meters)          (01/22/02) GPS OBS
 BU2201  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BU2201
 BU2201  HORZ ORDER  -  FIRST
 BU2201  ELLP ORDER  -  THIRD     CLASS I
 BU2201
 BU2201.The horizontal coordinates were established by GPS observations
 BU2201.and adjusted by the National Geodetic Survey in March 1994..
 BU2201
 BU2201.The orthometric height was determined by GPS observations and a
 BU2201.high-resolution geoid model.
 BU2201
 BU2201.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2201
 BU2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2201
 BU2201.The ellipsoidal height was determined by GPS observations
 BU2201.and is referenced to NAD 83.
 BU2201
 BU2201.The geoid height was determined by GEOID03.
 BU2201
 BU2201;                    North         East     Units Scale Factor Converg.
 BU2201;SPC AL E     -    58,990.318   150,275.674   MT  0.99999049   -0 16 06.6
 BU2201;SPC FL N     -   226,588.935   422,973.137   MT  1.00006185   -0 55 54.4
 BU2201;SPC FL N     -   743,400.53  1,387,704.37   sFT  1.00006185   -0 55 54.4
 BU2201;UTM  16      - 3,433,223.207   561,635.470   MT  0.99964686   +0 19 58.6
 BU2201
 BU2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2201!SPC AL E     -   0.99998876  x   0.99999049  =   0.99997925
 BU2201!SPC FL N     -   0.99998876  x   1.00006185  =   1.00005061
 BU2201!UTM  16      -   0.99998876  x   0.99964686  =   0.99963562
 BU2201
 BU2201                          SUPERSEDED SURVEY CONTROL
 BU2201
 BU2201  ELLIP H (03/24/94)   71.56   (m)                       GP(       ) 4 1
 BU2201  NGVD 29 (05/23/94)   98.6    (m)          323.     (f) GPS OBS        
 BU2201
 BU2201.Superseded values are not recommended for survey control.
 BU2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2201.See file dsdata.txt to determine how the superseded data were derived.
 BU2201
 BU2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6163533223(NAD 83)
 BU2201_MARKER: DD = SURVEY DISK
 BU2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2201_SP_SET: CONCRETE POST
 BU2201_STAMPING: 20-55 1993
 BU2201_MARK LOGO: ALHD  
 BU2201_PROJECTION: FLUSH
 BU2201_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2201+STABILITY: SURFACE MOTION
 BU2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2201+SATELLITE: SATELLITE OBSERVATIONS - November 30, 2000
 BU2201
 BU2201  HISTORY     - Date     Condition        Report By
 BU2201  HISTORY     - 1993     MONUMENTED       ALHD
 BU2201  HISTORY     - 20001130 GOOD             DCJOHN
 BU2201
 BU2201                          STATION DESCRIPTION
 BU2201
 BU2201'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2201'THE STATION IS IN COVINGTON COUNTY ON THE WEST RIGHT OF WAY OF
 BU2201'COVINGTON COUNTY ROAD 4 ABOUT 2.25 MI (3.62 KM) NORTHWEST OF FLORALA
 BU2201'AND ABOUT 17.95 MI (28.89 KM) SOUTH OF OPP.
 BU2201'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND AL 52 (MILEPOST
 BU2201'21.54 ON U.S. 331 AND MILEPOST 0.00 ON AL 52) IN OPP, DRIVE SOUTH ON
 BU2201'U.S. 331 FOR 20.00 MI (32.19 KM) TO MILEPOST 1.55 AND AL 55 LEFT AND
 BU2201'RIGHT AT A TRAFFIC LIGHT IN FLORALA. TURN RIGHT ON AL 55 AND DRIVE
 BU2201'NORTHWEST FOR 0.30 MI (0.48 KM) TO MILEPOST 1.15 AND A Y-INTERSECTION
 BU2201'WITH AL 55 LEFT AND COVINGTON COUNTY ROAD 4 RIGHT. BARE RIGHT ON
 BU2201'COVINGTON COUNTY ROAD 4 AND DRIVE NORTHWEST FOR 0.25 MI (0.40 KM) TO
 BU2201'A CROSSROADS WITH SEVENTH AVENUE RIGHT, COVINGTON STREET LEFT, AND
 BU2201'COVINGTON COUNTY ROAD 4 STRAIGHT AHEAD. CONTINUE NORTHWEST ON
 BU2201'COVINGTON COUNTY ROAD 4 FOR 2.40 MI (3.86 KM) TO THE STATION ON THE
 BU2201'RIGHT.
 BU2201'THE STATION IS 3.3 FT (1.0 M) EAST OF A TWO STRAND ELECTRIC FENCE ON
 BU2201'WHITE STEEL POSTS WITH RED TOPS, 29.6 FT (9.0 M) WEST-NORTHWEST OF
 BU2201'THE CENTERLINE OF COVINGTON COUNTY ROAD 4, 80.6 FT (24.6 M)
 BU2201'WEST-SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 82.8 FT (25.2 M)
 BU2201'SOUTH-SOUTHWEST OF THE SOUTH POST OF THREE EIGHT BY TEN POSTS IN THE
 BU2201'FENCELINE, 95.7 FT (29.2 M) SOUTH-SOUTHWEST OF THE NORTH POST OF
 BU2201'THREE EIGHT BY TEN POSTS IN THE FENCELINE, 3.3 FT (1.0 M) EAST OF A
 BU2201'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2201'STATION 20-56 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2201
 BU2201                          STATION RECOVERY (2000)
 BU2201
 BU2201'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (ARG)
 BU2201'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2202 ***********************************************************************
 BU2202  DESIGNATION -  20 56
 BU2202  PID         -  BU2202
 BU2202  STATE/COUNTY-  AL/COVINGTON
 BU2202  USGS QUAD   -  FLORALA (1984)
 BU2202
 BU2202                         *CURRENT SURVEY CONTROL
 BU2202  ___________________________________________________________________
 BU2202* NAD 83(1992)-  31 01 48.19790(N)    086 20 50.32818(W)     ADJUSTED  
 BU2202* NAVD 88     -        96.9    (meters)     318.     (feet)  GPS OBS   
 BU2202  ___________________________________________________________________
 BU2202  X           -     348,505.320 (meters)                     COMP
 BU2202  Y           -  -5,459,221.471 (meters)                     COMP
 BU2202  Z           -   3,268,785.330 (meters)                     COMP
 BU2202  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BU2202  ELLIP HEIGHT-          69.88  (meters)          (01/22/02) GPS OBS
 BU2202  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BU2202
 BU2202  HORZ ORDER  -  FIRST
 BU2202  ELLP ORDER  -  THIRD     CLASS I
 BU2202
 BU2202.The horizontal coordinates were established by GPS observations
 BU2202.and adjusted by the National Geodetic Survey in March 1994..
 BU2202
 BU2202.The orthometric height was determined by GPS observations and a
 BU2202.high-resolution geoid model.
 BU2202
 BU2202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2202
 BU2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2202
 BU2202.The ellipsoidal height was determined by GPS observations
 BU2202.and is referenced to NAD 83.
 BU2202
 BU2202.The geoid height was determined by GEOID03.
 BU2202
 BU2202;                    North         East     Units Scale Factor Converg.
 BU2202;SPC AL E     -    58,875.885   150,929.769   MT  0.99998969   -0 15 53.8
 BU2202;SPC FL N     -   226,466.928   423,625.910   MT  1.00006159   -0 55 42.0
 BU2202;SPC FL N     -   743,000.25  1,389,846.01   sFT  1.00006159   -0 55 42.0
 BU2202;UTM  16      - 3,433,115.683   562,290.505   MT  0.99964786   +0 20 11.3
 BU2202
 BU2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2202!SPC AL E     -   0.99998903  x   0.99998969  =   0.99997872
 BU2202!SPC FL N     -   0.99998903  x   1.00006159  =   1.00005062
 BU2202!UTM  16      -   0.99998903  x   0.99964786  =   0.99963689
 BU2202
 BU2202                          SUPERSEDED SURVEY CONTROL
 BU2202
 BU2202  ELLIP H (03/24/94)   69.85   (m)                       GP(       ) 4 1
 BU2202  NGVD 29 (05/23/94)   96.9    (m)          318.     (f) GPS OBS        
 BU2202
 BU2202.Superseded values are not recommended for survey control.
 BU2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2202.See file dsdata.txt to determine how the superseded data were derived.
 BU2202
 BU2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6229133116(NAD 83)
 BU2202_MARKER: DD = SURVEY DISK
 BU2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2202_SP_SET: CONCRETE POST
 BU2202_STAMPING: 20-56 1993
 BU2202_MARK LOGO: ALHD  
 BU2202_PROJECTION: FLUSH
 BU2202_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2202+STABILITY: SURFACE MOTION
 BU2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2202+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2000
 BU2202
 BU2202  HISTORY     - Date     Condition        Report By
 BU2202  HISTORY     - 1993     MONUMENTED       ALHD
 BU2202  HISTORY     - 20001129 GOOD             DCJOHN
 BU2202
 BU2202                          STATION DESCRIPTION
 BU2202
 BU2202'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2202'THE STATION IS IN COVINGTON COUNTY ON THE EAST RIGHT OF WAY OF
 BU2202'COVINGTON COUNTY ROAD 4 ABOUT 1.80 MI (2.90 KM) NORTHWEST OF FLORALA
 BU2202'AND ABOUT 17.95 MI (28.89 KM) SOUTH OF OPP.
 BU2202'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND AL 52 (MILEPOST
 BU2202'21.54 ON U.S. 331 AND MILEPOST 0.00 ON AL 52) IN OPP, DRIVE SOUTH ON
 BU2202'U.S. 331 FOR 20.00 MI (32.19 KM) TO MILEPOST 1.55 AND AL 55 LEFT AND
 BU2202'RIGHT AT A TRAFFIC LIGHT IN FLORALA. TURN RIGHT ON AL 55 AND DRIVE
 BU2202'NORTHWEST FOR 0.30 MI (0.48 KM) TO MILEPOST 1.15 AND A Y-INTERSECTION
 BU2202'WITH AL 55 LEFT AND COVINGTON COUNTY ROAD 4 RIGHT. BARE RIGHT ON
 BU2202'COVINGTON COUNTY ROAD 4 AND DRIVE NORTHWEST FOR 0.25 MI (0.40 KM) TO
 BU2202'A CROSSROADS WITH SEVENTH AVENUE RIGHT, COVINGTON STREET LEFT, AND
 BU2202'COVINGTON COUNTY ROAD 4 STRAIGHT AHEAD. CONTINUE NORTHWEST ON
 BU2202'COVINGTON COUNTY ROAD 4 FOR 1.40 MI (2.25 KM) TO THE STATION ON THE
 BU2202'RIGHT.
 BU2202'THE STATION IS 7.5 FT (2.3 M) WEST-SOUTHWEST OF A ONE STRAND ELECTRIC
 BU2202'FENCE ON STEEL RODS, 29.0 FT (8.8 M) EAST-NORTHEAST OF THE CENTERLINE
 BU2202'OF COVINGTON COUNTY ROAD 4, 77.1 FT (23.5 M) SOUTH-SOUTHEAST OF A
 BU2202'CONCRETE RIGHT OF WAY MARKER, 3.1 FT (0.9 M) WEST OF A CARSONITE
 BU2202'WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2202'STATION 20-55 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2202
 BU2202                          STATION RECOVERY (2000)
 BU2202
 BU2202'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (ARG)
 BU2202'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2203 ***********************************************************************
 BU2203  DESIGNATION -  20 57
 BU2203  PID         -  BU2203
 BU2203  STATE/COUNTY-  AL/COVINGTON
 BU2203  USGS QUAD   -  HACODA (1969)
 BU2203
 BU2203                         *CURRENT SURVEY CONTROL
 BU2203  ___________________________________________________________________
 BU2203* NAD 83(1992)-  31 02 29.33572(N)    086 14 49.16290(W)     ADJUSTED  
 BU2203* NAVD 88     -        76.7    (meters)     252.     (feet)  GPS OBS   
 BU2203  ___________________________________________________________________
 BU2203  X           -     358,019.871 (meters)                     COMP
 BU2203  Y           -  -5,457,933.779 (meters)                     COMP
 BU2203  Z           -   3,269,860.475 (meters)                     COMP
 BU2203  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BU2203  ELLIP HEIGHT-          49.65  (meters)          (07/29/02) GPS OBS
 BU2203  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BU2203
 BU2203  HORZ ORDER  -  FIRST
 BU2203  ELLP ORDER  -  FOURTH    CLASS I
 BU2203
 BU2203.The horizontal coordinates were established by GPS observations
 BU2203.and adjusted by the National Geodetic Survey in March 1994..
 BU2203
 BU2203.The orthometric height was determined by GPS observations and a
 BU2203.high-resolution geoid model.
 BU2203
 BU2203.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2203
 BU2203.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2203
 BU2203.The ellipsoidal height was determined by GPS observations
 BU2203.and is referenced to NAD 83.
 BU2203
 BU2203.The geoid height was determined by GEOID03.
 BU2203
 BU2203;                    North         East     Units Scale Factor Converg.
 BU2203;SPC AL E     -    60,102.812   160,512.584   MT  0.99997923   -0 12 47.9
 BU2203;UTM  16      - 3,434,442.709   571,856.766   MT  0.99966369   +0 23 17.9
 BU2203
 BU2203!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2203!SPC AL E     -   0.99999220  x   0.99997923  =   0.99997143
 BU2203!UTM  16      -   0.99999220  x   0.99966369  =   0.99965590
 BU2203
 BU2203:                Primary Azimuth Mark                     Grid Az
 BU2203:SPC AL E     -  20 58                                    031 48 09.8
 BU2203:UTM  16      -  20 58                                    031 12 04.0
 BU2203
 BU2203|---------------------------------------------------------------------|
 BU2203| PID    Reference Object                     Distance      Geod. Az  |
 BU2203|                                                           dddmmss.s |
 BU2203| BU2204 20 58                               424.154 METERS 0313521.9 |
 BU2203|---------------------------------------------------------------------|
 BU2203
 BU2203                          SUPERSEDED SURVEY CONTROL
 BU2203
 BU2203  ELLIP H (03/24/94)   49.67   (m)                       GP(       ) 4 1
 BU2203  NGVD 29 (05/23/94)   76.8    (m)          252.     (f) GPS OBS        
 BU2203
 BU2203.Superseded values are not recommended for survey control.
 BU2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2203.See file dsdata.txt to determine how the superseded data were derived.
 BU2203
 BU2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7185734443(NAD 83)
 BU2203_MARKER: DD = SURVEY DISK
 BU2203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2203_SP_SET: CONCRETE POST
 BU2203_STAMPING: 20-57 1993
 BU2203_MARK LOGO: ALHD  
 BU2203_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2203+STABILITY: SURFACE MOTION
 BU2203_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2203+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2203
 BU2203  HISTORY     - Date     Condition        Report By
 BU2203  HISTORY     - 1993     MONUMENTED       ALHD
 BU2203
 BU2203                          STATION DESCRIPTION
 BU2203
 BU2203'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2203'THE STATION IS IN COVINGTON COUNTY ON THE NORTHWEST RIGHT OF WAY OF A
 BU2203'DIRT ROAD ABOUT 5.40 MI (8.69 KM) NORTHEAST OF FLORALA AND ABOUT
 BU2203'16.35 MI (26.31 KM) SOUTH OF OPP.
 BU2203'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND AL 52 (MILEPOST
 BU2203'21.54 ON U.S. 331 AND MILEPOST 0.00 ON AL 52) IN OPP, DRIVE SOUTH ON
 BU2203'U.S. 331 FOR 16.60 MI (26.71 KM) TO MILEPOST 4.95 AND COVINGTON
 BU2203'COUNTY ROAD 10 LEFT. TURN LEFT ON COVINGTON COUNTY ROAD 10 AND DRIVE
 BU2203'EAST AND NORTHEAST FOR 3.35 MI (5.39 KM) TO A CROSSROADS WITH
 BU2203'COVINGTON COUNTY ROAD 89 LEFT, COVINGTON COUNTY ROAD 10 STRAIGHT
 BU2203'AHEAD, AND A DIRT ROAD RIGHT. TURN RIGHT ON THE DIRT ROAD AND DRIVE
 BU2203'SOUTHEAST FOR 1.35 MI (2.17 KM) TO A T-INTERSECTION WITH A DIRT ROAD
 BU2203'RIGHT. TURN RIGHT ON THE DIRT ROAD AND DRIVE SOUTHWEST FOR 0.30 MI
 BU2203'(0.48 KM) TO THE STATION ON THE RIGHT.
 BU2203'THE STATION IS 29.7 FT (9.1 M) NORTHWEST OF THE CENTER OF THE DIRT
 BU2203'ROAD, 36.3 FT (11.1 M) SOUTHWEST OF THE SOUTHEAST FENCE CORNER OF A
 BU2203'FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 194.9 FT
 BU2203'(59.4 M) SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 214.6 FT
 BU2203'(65.4 M) SOUTHWEST OF THE TOP OF THE SOUTH END OF AN EIGHTEEN-INCH
 BU2203'DRAINAGE PIPE UNDER A FIELD DRIVEWAY, 215.8 FT (65.8 M)
 BU2203'SOUTH-SOUTHWEST OF THE SOUTH POST OF A BARBED WIRE GATE LEADING INTO A
 BU2203'FIELD, 234.6 FT (71.5 M) SOUTHWEST OF THE NORTH END OF AN
 BU2203'EIGHTEEN-INCH DRAINAGE PIPE UNDER A FIELD DRIVEWAY, 2.0 FT (0.6 M)
 BU2203'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BU2203'STATION 20-58 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2204 ***********************************************************************
 BU2204  DESIGNATION -  20 58
 BU2204  PID         -  BU2204
 BU2204  STATE/COUNTY-  AL/COVINGTON
 BU2204  USGS QUAD   -  HACODA (1969)
 BU2204
 BU2204                         *CURRENT SURVEY CONTROL
 BU2204  ___________________________________________________________________
 BU2204* NAD 83(1992)-  31 02 41.06735(N)    086 14 40.78383(W)     ADJUSTED  
 BU2204* NAVD 88     -        78.3    (meters)     257.     (feet)  GPS OBS   
 BU2204  ___________________________________________________________________
 BU2204  X           -     358,229.472 (meters)                     COMP
 BU2204  Y           -  -5,457,734.637 (meters)                     COMP
 BU2204  Z           -   3,270,170.833 (meters)                     COMP
 BU2204  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BU2204  ELLIP HEIGHT-          51.20  (meters)          (07/29/02) GPS OBS
 BU2204  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BU2204
 BU2204  HORZ ORDER  -  FIRST
 BU2204  ELLP ORDER  -  FOURTH    CLASS I
 BU2204
 BU2204.The horizontal coordinates were established by GPS observations
 BU2204.and adjusted by the National Geodetic Survey in March 1994..
 BU2204
 BU2204.The orthometric height was determined by GPS observations and a
 BU2204.high-resolution geoid model.
 BU2204
 BU2204.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2204
 BU2204.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2204
 BU2204.The ellipsoidal height was determined by GPS observations
 BU2204.and is referenced to NAD 83.
 BU2204
 BU2204.The geoid height was determined by GEOID03.
 BU2204
 BU2204;                    North         East     Units Scale Factor Converg.
 BU2204;SPC AL E     -    60,463.279   160,736.107   MT  0.99997901   -0 12 43.7
 BU2204;UTM  16      - 3,434,805.389   572,076.423   MT  0.99966408   +0 23 22.4
 BU2204
 BU2204!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2204!SPC AL E     -   0.99999196  x   0.99997901  =   0.99997097
 BU2204!UTM  16      -   0.99999196  x   0.99966408  =   0.99965604
 BU2204
 BU2204:                Primary Azimuth Mark                     Grid Az
 BU2204:SPC AL E     -  20 57                                    211 48 09.9
 BU2204:UTM  16      -  20 57                                    211 12 03.8
 BU2204
 BU2204|---------------------------------------------------------------------|
 BU2204| PID    Reference Object                     Distance      Geod. Az  |
 BU2204|                                                           dddmmss.s |
 BU2204| BU2203 20 57                               424.154 METERS 2113526.2 |
 BU2204|---------------------------------------------------------------------|
 BU2204
 BU2204                          SUPERSEDED SURVEY CONTROL
 BU2204
 BU2204  ELLIP H (03/24/94)   51.21   (m)                       GP(       ) 4 1
 BU2204  NGVD 29 (05/23/94)   78.3    (m)          257.     (f) GPS OBS        
 BU2204
 BU2204.Superseded values are not recommended for survey control.
 BU2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2204.See file dsdata.txt to determine how the superseded data were derived.
 BU2204
 BU2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7207634805(NAD 83)
 BU2204_MARKER: DD = SURVEY DISK
 BU2204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2204_SP_SET: CONCRETE POST
 BU2204_STAMPING: 20-58 1993
 BU2204_MARK LOGO: ALHD  
 BU2204_PROJECTION: FLUSH
 BU2204_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2204+STABILITY: SURFACE MOTION
 BU2204_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2204+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2000
 BU2204
 BU2204  HISTORY     - Date     Condition        Report By
 BU2204  HISTORY     - 1993     MONUMENTED       ALHD
 BU2204  HISTORY     - 20001129 GOOD             DCJOHN
 BU2204
 BU2204                          STATION DESCRIPTION
 BU2204
 BU2204'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2204'THE STATION IS IN COVINGTON COUNTY ON THE NORTHWEST RIGHT OF WAY OF A
 BU2204'DIRT ROAD ABOUT 5.65 MI (9.09 KM) NORTHEAST OF FLORALA AND ABOUT
 BU2204'16.10 FT (4.91 M) SOUTH OF OPP.
 BU2204'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND AL 52 (MILEPOST
 BU2204'21.54 ON U.S. 331 AND MILEPOST 0.00 ON AL 52) IN OPP, DRIVE SOUTH ON
 BU2204'U.S. 331 FOR 16.60 MI (26.71 KM) TO MILEPOST 4.95 AND COVINGTON
 BU2204'COUNTY ROAD 10 LEFT. TURN LEFT ON COVINGTON COUNTY ROAD 10 AND DRIVE
 BU2204'EAST AND NORTHEAST FOR 3.35 MI (5.39 KM) TO A CROSSROADS WITH
 BU2204'COVINGTON COUNTY ROAD 89 LEFT, COVINGTON COUNTY ROAD 10 STRAIGHT
 BU2204'AHEAD, AND A DIRT ROAD RIGHT. TURN RIGHT ON THE DIRT ROAD AND DRIVE
 BU2204'SOUTHEAST FOR 1.35 MI (2.17 KM) TO A T-INTERSECTION WITH A DIRT ROAD
 BU2204'RIGHT. TURN RIGHT ON THE DIRT ROAD AND DRIVE SOUTHWEST FOR 0.05 MI
 BU2204'(0.08 KM) TO THE STATION ON THE RIGHT.
 BU2204'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A FIVE STRAND BARBED WIRE
 BU2204'FENCE ON TREATED WOOD POSTS, 8.5 FT (2.6 M) SOUTH-SOUTHWEST OF THE
 BU2204'SOUTH POST OF A BARBED WIRE GATE LEADING INTO A FIELD, 29.0 FT
 BU2204'(8.8 M) SOUTHWEST OF THE NORTH POST OF A BARBED WIRE GATE LEADING
 BU2204'INTO A FIELD, 30.4 FT (9.3 M) NORTHWEST OF THE CENTER OF THE DIRT
 BU2204'ROAD, 105.3 FT (32.1 M) WEST-SOUTHWEST OF A METAL MAILBOX ON A BLACK
 BU2204'FOUR BY FOUR WOOD POST ACROSS THE ROAD, 106.4 FT (32.4 M)
 BU2204'WEST-SOUTHWEST OF A METAL MAILBOX ON A ONE AND A HALF-INCH METAL POST,
 BU2204'3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH
 BU2204'WITH THE GROUND.
 BU2204'STATION 20-57 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2204
 BU2204                          STATION RECOVERY (2000)
 BU2204
 BU2204'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (ARG)
 BU2204'RECOVERED IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2010 ***********************************************************************
 BU2010  DESIGNATION -  20 6
 BU2010  PID         -  BU2010
 BU2010  STATE/COUNTY-  AL/COVINGTON
 BU2010  USGS QUAD   -  RIVER FALLS (1984)
 BU2010
 BU2010                         *CURRENT SURVEY CONTROL
 BU2010  ___________________________________________________________________
 BU2010* NAD 83(1992)-  31 22 24.41080(N)    086 33 32.66120(W)     ADJUSTED  
 BU2010* NAVD 88     -        90.8    (meters)     298.     (feet)  VERTCON   
 BU2010  ___________________________________________________________________
 BU2010  X           -     327,142.143 (meters)                     COMP
 BU2010  Y           -  -5,440,778.590 (meters)                     COMP
 BU2010  Z           -   3,301,348.086 (meters)                     COMP
 BU2010  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 BU2010  ELLIP HEIGHT-          63.78  (meters)          (07/29/02) GPS OBS
 BU2010  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BU2010
 BU2010  HORZ ORDER  -  FIRST
 BU2010  ELLP ORDER  -  FOURTH    CLASS I
 BU2010
 BU2010.The horizontal coordinates were established by GPS observations
 BU2010.and adjusted by the National Geodetic Survey in December 1992..
 BU2010
 BU2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2010
 BU2010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2010
 BU2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2010
 BU2010.The ellipsoidal height was determined by GPS observations
 BU2010.and is referenced to NAD 83.
 BU2010
 BU2010.The geoid height was determined by GEOID03.
 BU2010
 BU2010;                    North         East     Units Scale Factor Converg.
 BU2010;SPC AL E     -    97,061.474   130,962.300   MT  1.00001876   -0 22 40.2
 BU2010;UTM  16      - 3,471,074.485   541,928.863   MT  0.99962168   +0 13 46.4
 BU2010
 BU2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2010!SPC AL E     -   0.99998998  x   1.00001876  =   1.00000874
 BU2010!UTM  16      -   0.99998998  x   0.99962168  =   0.99961167
 BU2010
 BU2010|---------------------------------------------------------------------|
 BU2010| PID    Reference Object                     Distance      Geod. Az  |
 BU2010|                                                           dddmmss.s |
 BU2010| BU2009 20 5                                354.384 METERS 10721     |
 BU2010|---------------------------------------------------------------------|
 BU2010
 BU2010                          SUPERSEDED SURVEY CONTROL
 BU2010
 BU2010  ELLIP H (12/04/92)   63.86   (m)                       GP(       ) 4 1
 BU2010  NAD 83(1986)-  31 22 24.42607(N)    086 33 32.66289(W) AD(       ) 1
 BU2010  NAD 83(1986)-  31 22 24.42565(N)    086 33 32.66234(W) AD(       ) 1
 BU2010  NGVD 29 (12/04/92)   90.9    (m)          298.     (f) GPS OBS        
 BU2010
 BU2010.Superseded values are not recommended for survey control.
 BU2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2010.See file dsdata.txt to determine how the superseded data were derived.
 BU2010
 BU2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4192971074(NAD 83)
 BU2010_MARKER: DD = SURVEY DISK
 BU2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2010_SP_SET: CONCRETE POST
 BU2010_STAMPING: 20-6 1989
 BU2010_MARK LOGO: ALHD  
 BU2010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2010+STABILITY: SURFACE MOTION
 BU2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2010+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2010
 BU2010  HISTORY     - Date     Condition        Report By
 BU2010  HISTORY     - 1989     MONUMENTED       ALHD
 BU2010  HISTORY     - 19930608 GOOD             ALHD
 BU2010
 BU2010                          STATION DESCRIPTION
 BU2010
 BU2010'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2010'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF COVINGTON COUNTY
 BU2010'ROAD NO. 107, ABOUT 5.63 KM (3.50 MI) SOUTHEAST OF RED LEVEL AND ABOUT
 BU2010'10.62 KM (6.60 MI) NORTHEAST OF ANDALUSIA.
 BU2010'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA HIGHWAY 55 AND
 BU2010'COVINGTON COUNTY ROAD NO. 107 AT MILE POST 33.70 ON ALABAMA 55, DRIVE
 BU2010'EAST ON COVINGTON COUNTY ROAD NO. 107 FOR 0.56 KM (0.35 MI) TO THE
 BU2010'STATION ON THE LEFT.
 BU2010'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 12.22 M (40.1 FT)
 BU2010'NORTH OF THE CENTER LINE OF COVINGTON COUNTY ROAD NO. 107, 0.30 M
 BU2010'(1.0 FT) SOUTH OF A FOUR STRAND BARBED WIRE FENCE ON 4 X 4 INCH WHITE
 BU2010'WOODEN POSTS, 28.10 M (92.2 FT) EAST OF A FENCE CORNER, 28.04 M
 BU2010'(92.0 FT) EAST OF UNDERGROUND TELEPHONE CABLE PEDESTAL NO. 104, AND
 BU2010'0.21 M (0.7 FT) NORTH OF A CARSONITE WITNESS POST.
 BU2010'STATION 20-5 CAN BE USED AS AN AZIMUTH.
 BU2010
 BU2010                          STATION RECOVERY (1993)
 BU2010
 BU2010'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2011 ***********************************************************************
 BU2011  DESIGNATION -  20 7
 BU2011  PID         -  BU2011
 BU2011  STATE/COUNTY-  AL/COVINGTON
 BU2011  USGS QUAD   -  ANDALUSIA (1986)
 BU2011
 BU2011                         *CURRENT SURVEY CONTROL
 BU2011  ___________________________________________________________________
 BU2011* NAD 83(1992)-  31 19 06.43818(N)    086 27 34.10963(W)     ADJUSTED  
 BU2011* NAVD 88     -       105.6    (meters)     346.     (feet)  VERTCON   
 BU2011  ___________________________________________________________________
 BU2011  X           -     336,796.049 (meters)                     COMP
 BU2011  Y           -  -5,443,380.189 (meters)                     COMP
 BU2011  Z           -   3,296,148.404 (meters)                     COMP
 BU2011  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 BU2011  ELLIP HEIGHT-          78.64  (meters)          (07/29/02) GPS OBS
 BU2011  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BU2011
 BU2011  HORZ ORDER  -  FIRST
 BU2011  ELLP ORDER  -  FOURTH    CLASS I
 BU2011
 BU2011.The horizontal coordinates were established by GPS observations
 BU2011.and adjusted by the National Geodetic Survey in December 1992..
 BU2011
 BU2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2011
 BU2011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2011
 BU2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2011
 BU2011.The ellipsoidal height was determined by GPS observations
 BU2011.and is referenced to NAD 83.
 BU2011
 BU2011.The geoid height was determined by GEOID03.
 BU2011
 BU2011;                    North         East     Units Scale Factor Converg.
 BU2011;SPC AL E     -    90,906.050   140,402.293   MT  1.00000379   -0 19 31.7
 BU2011;UTM  16      - 3,465,021.726   551,429.877   MT  0.99963262   +0 16 51.5
 BU2011
 BU2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2011!SPC AL E     -   0.99998765  x   1.00000379  =   0.99999144
 BU2011!UTM  16      -   0.99998765  x   0.99963262  =   0.99962028
 BU2011
 BU2011                          SUPERSEDED SURVEY CONTROL
 BU2011
 BU2011  ELLIP H (12/04/92)   78.70   (m)                       GP(       ) 4 1
 BU2011  NAD 83(1986)-  31 19 06.45258(N)    086 27 34.11149(W) AD(       ) 1
 BU2011  NAD 83(1986)-  31 19 06.45227(N)    086 27 34.11100(W) AD(       ) 1
 BU2011  NGVD 29 (05/24/94)  105.6    (m)          346.     (f) GPS OBS        
 BU2011
 BU2011.Superseded values are not recommended for survey control.
 BU2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2011.See file dsdata.txt to determine how the superseded data were derived.
 BU2011
 BU2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5143065022(NAD 83)
 BU2011_MARKER: DD = SURVEY DISK
 BU2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2011_SP_SET: CONCRETE POST
 BU2011_STAMPING: 20-7 1989
 BU2011_MARK LOGO: ALHD  
 BU2011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2011+STABILITY: SURFACE MOTION
 BU2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2011+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2011
 BU2011  HISTORY     - Date     Condition        Report By
 BU2011  HISTORY     - 1989     MONUMENTED       ALHD
 BU2011  HISTORY     - 19930608 GOOD             ALHD
 BU2011
 BU2011                          STATION DESCRIPTION
 BU2011
 BU2011'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2011'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF UNITED STATES
 BU2011'HIGHWAY 84 AND ALABAMA HIGHWAY 100 JUST EAST OF THE JUNCTION OF UNITED
 BU2011'STATES HIGHWAYS 29 AND 84 ON THE BY-PASS ON THE NORTHEAST SIDE OF
 BU2011'ANDALUSIA.
 BU2011'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAYS 29
 BU2011'AND 84, AND ALABAMA HIGHWAY 100 ON THE NORTHEAST SIDE OF ANDALUSIA,
 BU2011'DRIVE EAST ON HIGHWAY 84 FOR 0.16 KM (0.10 MI) TO MILE POST 4.05 AND
 BU2011'THE STATION ON THE RIGHT.
 BU2011'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 12.04 M (39.5 FT)
 BU2011'SOUTH OF THE SOUTH EDGE OF THE HIGHWAY, 4.27 M (14.0 FT) WEST OF THE
 BU2011'WEST CURB OF A PARKING LOT, 9.14 M (30.0 FT) NORTH OF THE NORTH CURB
 BU2011'OF A DRIVEWAY BETWEEN PARKING LOTS, 22.01 M (72.2 FT) NORTHEAST OF AN
 BU2011'8-INCH PECAN TREE IN A CIRCULAR CURB IN THE PARKING LOT, 44.62 M
 BU2011'(146.4 FT) EAST OF MILE POST 4, AND 9.91 M (32.5 FT) SOUTHWEST OF THE
 BU2011'WEST END OF A 15-INCH CORREGATED METAL PIPE UNDER THE DRIVEWAY INTO
 BU2011'THE PARKING LOT.
 BU2011'STATION 20-8 CAN BE USED AS AN AZIMUTH.
 BU2011
 BU2011                          STATION RECOVERY (1993)
 BU2011
 BU2011'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2012 ***********************************************************************
 BU2012  DESIGNATION -  20 8
 BU2012  PID         -  BU2012
 BU2012  STATE/COUNTY-  AL/COVINGTON
 BU2012  USGS QUAD   -  ANDALUSIA (1986)
 BU2012
 BU2012                         *CURRENT SURVEY CONTROL
 BU2012  ___________________________________________________________________
 BU2012* NAD 83(1992)-  31 19 07.87904(N)    086 27 01.65590(W)     ADJUSTED  
 BU2012* NAVD 88     -        93.3    (meters)     306.     (feet)  VERTCON   
 BU2012  ___________________________________________________________________
 BU2012  X           -     337,650.428 (meters)                     COMP
 BU2012  Y           -  -5,443,293.620 (meters)                     COMP
 BU2012  Z           -   3,296,179.921 (meters)                     COMP
 BU2012  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BU2012  ELLIP HEIGHT-          66.34  (meters)          (07/29/02) GPS OBS
 BU2012  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BU2012
 BU2012  HORZ ORDER  -  FIRST
 BU2012  ELLP ORDER  -  FOURTH    CLASS I
 BU2012
 BU2012.The horizontal coordinates were established by GPS observations
 BU2012.and adjusted by the National Geodetic Survey in December 1992..
 BU2012
 BU2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2012
 BU2012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2012
 BU2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2012
 BU2012.The ellipsoidal height was determined by GPS observations
 BU2012.and is referenced to NAD 83.
 BU2012
 BU2012.The geoid height was determined by GEOID03.
 BU2012
 BU2012;                    North         East     Units Scale Factor Converg.
 BU2012;SPC AL E     -    90,945.586   141,260.620   MT  1.00000254   -0 19 14.9
 BU2012;UTM  16      - 3,465,070.327   552,287.420   MT  0.99963372   +0 17 08.4
 BU2012
 BU2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2012!SPC AL E     -   0.99998958  x   1.00000254  =   0.99999212
 BU2012!UTM  16      -   0.99998958  x   0.99963372  =   0.99962331
 BU2012
 BU2012                          SUPERSEDED SURVEY CONTROL
 BU2012
 BU2012  ELLIP H (12/04/92)   66.40   (m)                       GP(       ) 4 1
 BU2012  NAD 83(1986)-  31 19 07.89340(N)    086 27 01.65780(W) AD(       ) 1
 BU2012  NAD 83(1986)-  31 19 07.89309(N)    086 27 01.65731(W) AD(       ) 1
 BU2012  NGVD 29 (12/04/92)   93.3    (m)          306.     (f) GPS OBS        
 BU2012
 BU2012.Superseded values are not recommended for survey control.
 BU2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2012.See file dsdata.txt to determine how the superseded data were derived.
 BU2012
 BU2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5228765070(NAD 83)
 BU2012_MARKER: DD = SURVEY DISK
 BU2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2012_SP_SET: CONCRETE POST
 BU2012_STAMPING: 20-8 1989
 BU2012_MARK LOGO: ALHD  
 BU2012_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BU2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2012+STABILITY: SURFACE MOTION
 BU2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2012+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BU2012
 BU2012  HISTORY     - Date     Condition        Report By
 BU2012  HISTORY     - 1989     MONUMENTED       ALHD
 BU2012
 BU2012                          STATION DESCRIPTION
 BU2012
 BU2012'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2012'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF UNITED STATES
 BU2012'HIGHWAY 84 AND ALABAMA HIGHWAY 100 ON THE NORTHEAST SIDE OF ANDALUSIA
 BU2012'AND IN FRONT OF THE LURLEEN B. WALLACE STATE JUNIOR COLLEGE.
 BU2012'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAYS 29
 BU2012'AND 84, AND ALABAMA HIGHWAY 100 ON THE NORTHEAST SIDE OF ANDALUSIA,
 BU2012'DRIVE EAST ON HIGHWAY 84 FOR 0.97 KM (0.60 MI) TO MILE POST 4.60 AND
 BU2012'THE STATION ON THE LEFT JUST PAST THE ENTRANCE TO THE JUNIOR COLLEGE.
 BU2012'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 9.91 M (32.5 FT)
 BU2012'NORTH OF THE NORTH CURB OF THE HIGHWAY, 10.24 M (33.6 FT) NORTHWEST OF
 BU2012'THE NORTH POST OF AN EVANS BARNES PUBLIC GOLF COURSE SIGN, 31.82 M
 BU2012'(104.4 FT) EAST-SOUTHEAST OF THE SOUTH POST OF AN AMERICAN LEGION POST
 BU2012'80 SIGN, 54.41 M (178.5 FT) EAST OF THE SOUTH END OF THE LURLEEN B.
 BU2012'WALLACE JUNIOR COLLEGE SIGN, 45.26 M (148.5 FT) EAST OF THE EAST CURB
 BU2012'OF THE DRIVEWAY TO THE JUNIOR COLLEGE, AND 7.45 M (24.4 FT) NORTH OF A
 BU2012'CARSONITE WITNESS POST.
 BU2012'STATION 20-7 CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2013 ***********************************************************************
 BU2013  DESIGNATION -  20 9
 BU2013  PID         -  BU2013
 BU2013  STATE/COUNTY-  AL/COVINGTON
 BU2013  USGS QUAD   -  OPP EAST (1986)
 BU2013
 BU2013                         *CURRENT SURVEY CONTROL
 BU2013  ___________________________________________________________________
 BU2013* NAD 83(1992)-  31 17 00.89198(N)    086 11 41.75929(W)     ADJUSTED  
 BU2013* NAVD 88     -       100.3    (meters)     329.     (feet)  VERTCON   
 BU2013  ___________________________________________________________________
 BU2013  X           -     362,058.154 (meters)                     COMP
 BU2013  Y           -  -5,443,767.166 (meters)                     COMP
 BU2013  Z           -   3,292,841.822 (meters)                     COMP
 BU2013  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BU2013  ELLIP HEIGHT-          73.45  (meters)          (07/29/02) GPS OBS
 BU2013  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BU2013
 BU2013  HORZ ORDER  -  FIRST
 BU2013  ELLP ORDER  -  FOURTH    CLASS I
 BU2013
 BU2013.The horizontal coordinates were established by GPS observations
 BU2013.and adjusted by the National Geodetic Survey in December 1992..
 BU2013
 BU2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2013
 BU2013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2013
 BU2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2013
 BU2013.The ellipsoidal height was determined by GPS observations
 BU2013.and is referenced to NAD 83.
 BU2013
 BU2013.The geoid height was determined by GEOID03.
 BU2013
 BU2013;                    North         East     Units Scale Factor Converg.
 BU2013;SPC AL E     -    86,926.711   165,569.568   MT  0.99997462   -0 11 16.0
 BU2013;UTM  16      - 3,461,310.104   576,629.353   MT  0.99967243   +0 25 05.1
 BU2013
 BU2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2013!SPC AL E     -   0.99998847  x   0.99997462  =   0.99996309
 BU2013!UTM  16      -   0.99998847  x   0.99967243  =   0.99966090
 BU2013
 BU2013:                Primary Azimuth Mark                     Grid Az
 BU2013:SPC AL E     -  16 1                                     092 59 04.2
 BU2013:UTM  16      -  16 1                                     092 22 43.1
 BU2013
 BU2013|---------------------------------------------------------------------|
 BU2013| PID    Reference Object                     Distance      Geod. Az  |
 BU2013|                                                           dddmmss.s |
 BU2013| BU1997 16 1                                APPROX. 0.5 KM 0924748.2 |
 BU2013|---------------------------------------------------------------------|
 BU2013
 BU2013                          SUPERSEDED SURVEY CONTROL
 BU2013
 BU2013  ELLIP H (12/04/92)   73.48   (m)                       GP(       ) 4 1
 BU2013  NAD 83(1986)-  31 17 00.90625(N)    086 11 41.76234(W) AD(       ) 1
 BU2013  NAD 83(1986)-  31 17 00.90609(N)    086 11 41.76206(W) AD(       ) 1
 BU2013  NGVD 29 (12/04/92)  100.3    (m)          329.     (f) GPS OBS        
 BU2013
 BU2013.Superseded values are not recommended for survey control.
 BU2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2013.See file dsdata.txt to determine how the superseded data were derived.
 BU2013
 BU2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7662961310(NAD 83)
 BU2013_MARKER: DD = SURVEY DISK
 BU2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2013_SP_SET: CONCRETE POST
 BU2013_STAMPING: 20-9 1989
 BU2013_MARK LOGO: ALHD  
 BU2013_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BU2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2013+STABILITY: SURFACE MOTION
 BU2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2013+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BU2013
 BU2013  HISTORY     - Date     Condition        Report By
 BU2013  HISTORY     - 1989     MONUMENTED       ALHD
 BU2013
 BU2013                          STATION DESCRIPTION
 BU2013
 BU2013'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2013'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF ALABAMA HIGHWAY
 BU2013'134 IN THE TOWN OF COUNTY LINE ABOUT 5.79 KM (3.60 MI) EAST OF OPP.
 BU2013'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAYS 84,
 BU2013'AND 331, AND ALABAMA HIGHWAY 134 IN OPP, DRIVE EAST ON ALABAMA 134 FOR
 BU2013'5.79 KM (3.60 MI) TO MILE POST 3.60 AND THE STATION ON THE LEFT ABOUT
 BU2013'0.08 KM (0.05 MI) WEST OF THE COVINGTON-COFFEE COUNTY LINE.
 BU2013'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 10.79 M (35.4 FT)
 BU2013'NORTH OF THE CENTER LINE OF ALABAMA 134, 1.77 M (5.8 FT) SOUTH OF A
 BU2013'HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON METAL POSTS, 6.71 M
 BU2013'(22.0 FT) EAST OF A 7-INCH CEDAR CORNER POST, 15.58 M (51.1 FT) EAST
 BU2013'OF AN END OF LINE POWER POLE WITH ANOTHER LINE RUNNING NORTH AND
 BU2013'SOUTH, 6.89 M (22.6 FT) EAST OF A 6 X 6 INCH CONCRETE RIGHT OF WAY
 BU2013'MARKER ACROSS ALABAMA 134 FROM THE COUNTY LINE GROCERY AND PACKAGE
 BU2013'STORE, AND 1.69 M (5.5 FT) SOUTH OF A CARSONITE WITNESS POST.
 BU2013'STATION 16-1 CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4663 ***********************************************************************
 AA4663  DESIGNATION -  2006
 AA4663  PID         -  AA4663
 AA4663  STATE/COUNTY-  AL/MONTGOMERY
 AA4663  USGS QUAD   -  LETOHATCHEE (1985)
 AA4663
 AA4663                         *CURRENT SURVEY CONTROL
 AA4663  ___________________________________________________________________
 AA4663* NAD 83(1992)-  32 13 43.01245(N)    086 24 28.05569(W)     ADJUSTED  
 AA4663* NAVD 88     -        68.5    (meters)     225.     (feet)  VERTCON   
 AA4663  ___________________________________________________________________
 AA4663  X           -     338,374.355 (meters)                     COMP
 AA4663  Y           -  -5,390,005.262 (meters)                     COMP
 AA4663  Z           -   3,381,925.073 (meters)                     COMP
 AA4663  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AA4663  ELLIP HEIGHT-          40.88  (meters)          (07/29/02) GPS OBS
 AA4663  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AA4663
 AA4663  HORZ ORDER  -  FIRST
 AA4663  ELLP ORDER  -  FOURTH    CLASS I
 AA4663
 AA4663.The horizontal coordinates were established by GPS observations
 AA4663.and adjusted by the National Geodetic Survey in April 1995..
 AA4663
 AA4663.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4663
 AA4663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4663
 AA4663.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4663
 AA4663.The ellipsoidal height was determined by GPS observations
 AA4663.and is referenced to NAD 83.
 AA4663
 AA4663.The geoid height was determined by GEOID03.
 AA4663
 AA4663;                    North         East     Units Scale Factor Converg.
 AA4663;SPC AL E     -   191,798.593   145,854.370   MT  0.99999614   -0 18 22.9
 AA4663;UTM  16      - 3,565,930.139   555,798.285   MT  0.99963839   +0 18 57.0
 AA4663
 AA4663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4663!SPC AL E     -   0.99999358  x   0.99999614  =   0.99998972
 AA4663!UTM  16      -   0.99999358  x   0.99963839  =   0.99963197
 AA4663
 AA4663                          SUPERSEDED SURVEY CONTROL
 AA4663
 AA4663  ELLIP H (10/22/97)   40.95   (m)                       GP(       ) 4 1
 AA4663  ELLIP H (04/13/95)   13.03   (m)                       GP(       ) 4 1
 AA4663  NGVD 29 (04/13/95)   68.5    (m)          225.     (f) GPS OBS        
 AA4663
 AA4663.Superseded values are not recommended for survey control.
 AA4663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4663.See file dsdata.txt to determine how the superseded data were derived.
 AA4663
 AA4663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5579865930(NAD 83)
 AA4663_MARKER: DD = SURVEY DISK
 AA4663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4663_SP_SET: CONCRETE POST
 AA4663_STAMPING: STA. 2006 1994
 AA4663_MARK LOGO: AL-101
 AA4663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4663+STABILITY: SURFACE MOTION
 AA4663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4663+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4663
 AA4663  HISTORY     - Date     Condition        Report By
 AA4663  HISTORY     - 1994     MONUMENTED       CH2M
 AA4663
 AA4663                          STATION DESCRIPTION
 AA4663
 AA4663'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4663'THE STATION IS LOCATED APPROXIMATELY 3.6 MI (5.8 KM) SOUTHWEST OF
 AA4663'MCGEHEES, LETOHATCHEE QUADRANGLE, SECTION 31, T15N, R17E.  THE STATION
 AA4663'IS LOCATED APPROXIMATELY 0.5 MI (0.8 KM) SOUTHEAST OF WASDEN ROAD ON
 AA4663'THE EAST SIDE OF PLEASANT VALLEY ROAD. THE STATION IS A MONTGOMERY
 AA4663'COUNTY SURVEY DISK STAMPED STA. 2006 1994, AND SET IN THE TOP OF A 10
 AA4663'INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE
 AA4663'DISK IS LOCATED 22.86 FT (6.97 M) 92 DEGREES FROM THE CENTERLINE OF
 AA4663'THE ROAD, 235.63 FT (71.82 M) 0 DEGREES FROM A POWER POLE, AND 19.60
 AA4663'FT (5.97 M) 175 DEGREES FROM A TELEPHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4664 ***********************************************************************
 AA4664  DESIGNATION -  2007
 AA4664  PID         -  AA4664
 AA4664  STATE/COUNTY-  AL/MONTGOMERY
 AA4664  USGS QUAD   -  LETOHATCHEE (1985)
 AA4664
 AA4664                         *CURRENT SURVEY CONTROL
 AA4664  ___________________________________________________________________
 AA4664* NAD 83(1992)-  32 11 18.09109(N)    086 24 10.10231(W)     ADJUSTED  
 AA4664* NAVD 88     -        67.7    (meters)     222.     (feet)  VERTCON   
 AA4664  ___________________________________________________________________
 AA4664  X           -     338,992.746 (meters)                     COMP
 AA4664  Y           -  -5,392,349.802 (meters)                     COMP
 AA4664  Z           -   3,378,147.596 (meters)                     COMP
 AA4664  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AA4664  ELLIP HEIGHT-          40.13  (meters)          (07/29/02) GPS OBS
 AA4664  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA4664
 AA4664  HORZ ORDER  -  FIRST
 AA4664  ELLP ORDER  -  FOURTH    CLASS I
 AA4664
 AA4664.The horizontal coordinates were established by GPS observations
 AA4664.and adjusted by the National Geodetic Survey in April 1995..
 AA4664
 AA4664.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4664
 AA4664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4664
 AA4664.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4664
 AA4664.The ellipsoidal height was determined by GPS observations
 AA4664.and is referenced to NAD 83.
 AA4664
 AA4664.The geoid height was determined by GEOID03.
 AA4664
 AA4664;                    North         East     Units Scale Factor Converg.
 AA4664;SPC AL E     -   187,332.174   146,300.782   MT  0.99999555   -0 18 12.1
 AA4664;UTM  16      - 3,561,470.421   556,292.969   MT  0.99963908   +0 19 05.3
 AA4664
 AA4664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4664!SPC AL E     -   0.99999370  x   0.99999555  =   0.99998925
 AA4664!UTM  16      -   0.99999370  x   0.99963908  =   0.99963278
 AA4664
 AA4664                          SUPERSEDED SURVEY CONTROL
 AA4664
 AA4664  ELLIP H (10/22/97)   40.22   (m)                       GP(       ) 4 1
 AA4664  ELLIP H (04/13/95)   12.37   (m)                       GP(       ) 4 1
 AA4664  NGVD 29 (04/13/95)   67.7    (m)          222.     (f) GPS OBS        
 AA4664
 AA4664.Superseded values are not recommended for survey control.
 AA4664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4664.See file dsdata.txt to determine how the superseded data were derived.
 AA4664
 AA4664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5629361470(NAD 83)
 AA4664_MARKER: DD = SURVEY DISK
 AA4664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4664_SP_SET: CONCRETE POST
 AA4664_STAMPING: STA. 2007 1994
 AA4664_MARK LOGO: AL-101
 AA4664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4664+STABILITY: SURFACE MOTION
 AA4664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4664+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4664
 AA4664  HISTORY     - Date     Condition        Report By
 AA4664  HISTORY     - 1994     MONUMENTED       CH2M
 AA4664
 AA4664                          STATION DESCRIPTION
 AA4664
 AA4664'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4664'THE STATION IS LOCATED APPROXIMATELY 2.5 MI (4.0 KM) WEST OF THE
 AA4664'VILLAGE OF PINTLALA, LETOHATCHEE QUADRANGLE, SECTION 18, T14N, R17E.
 AA4664'THE STATION IS LOCATED APPROXIMATELY 1 MI (1.6 KM) SOUTHEAST OF THE
 AA4664'I-85 158 INTERCHANGE, ON THE SOUTHWEST SIDE OF CLOVERFIELD ROAD. THE
 AA4664'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 2007 1994 AND
 AA4664'SET ON TOP OF A 10 INCH CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4664'GROUND. THE DISK IS LOCATED 37.32 FT (11.38 M) 232 DEGREES FROM THE
 AA4664'CENTERLINE OF CLOVERFIELD ROAD, 35.5 FT (10.8 M) 124 DEGREES FROM A
 AA4664'POWER POLE, AND 2.35 FT (0.72 M) 44 DEGREES FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4665 ***********************************************************************
 AA4665  DESIGNATION -  2008
 AA4665  PID         -  AA4665
 AA4665  STATE/COUNTY-  AL/MONTGOMERY
 AA4665  USGS QUAD   -  SNOWDOUN (1985)
 AA4665
 AA4665                         *CURRENT SURVEY CONTROL
 AA4665  ___________________________________________________________________
 AA4665* NAD 83(1992)-  32 14 00.74168(N)    086 20 49.53064(W)     ADJUSTED  
 AA4665* NAVD 88     -        74.7    (meters)     245.     (feet)  VERTCON   
 AA4665  ___________________________________________________________________
 AA4665  X           -     344,066.321 (meters)                     COMP
 AA4665  Y           -  -5,389,358.245 (meters)                     COMP
 AA4665  Z           -   3,382,390.300 (meters)                     COMP
 AA4665  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AA4665  ELLIP HEIGHT-          47.00  (meters)          (07/29/02) GPS OBS
 AA4665  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AA4665
 AA4665  HORZ ORDER  -  FIRST
 AA4665  ELLP ORDER  -  FOURTH    CLASS I
 AA4665
 AA4665.The horizontal coordinates were established by GPS observations
 AA4665.and adjusted by the National Geodetic Survey in April 1995..
 AA4665
 AA4665.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4665
 AA4665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4665
 AA4665.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4665
 AA4665.The ellipsoidal height was determined by GPS observations
 AA4665.and is referenced to NAD 83.
 AA4665
 AA4665.The geoid height was determined by GEOID03.
 AA4665
 AA4665;                    North         East     Units Scale Factor Converg.
 AA4665;SPC AL E     -   192,315.718   151,578.454   MT  0.99998890   -0 16 26.5
 AA4665;UTM  16      - 3,566,509.193   561,514.414   MT  0.99964666   +0 20 53.7
 AA4665
 AA4665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4665!SPC AL E     -   0.99999262  x   0.99998890  =   0.99998152
 AA4665!UTM  16      -   0.99999262  x   0.99964666  =   0.99963928
 AA4665
 AA4665                          SUPERSEDED SURVEY CONTROL
 AA4665
 AA4665  ELLIP H (10/22/97)   47.08   (m)                       GP(       ) 4 1
 AA4665  ELLIP H (04/13/95)   19.15   (m)                       GP(       ) 4 1
 AA4665  NGVD 29 (04/13/95)   74.6    (m)          245.     (f) GPS OBS        
 AA4665
 AA4665.Superseded values are not recommended for survey control.
 AA4665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4665.See file dsdata.txt to determine how the superseded data were derived.
 AA4665
 AA4665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6151466509(NAD 83)
 AA4665_MARKER: DD = SURVEY DISK
 AA4665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4665_SP_SET: CONCRETE POST
 AA4665_STAMPING: STA. 2008 1994
 AA4665_MARK LOGO: AL-101
 AA4665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4665+STABILITY: SURFACE MOTION
 AA4665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4665+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4665
 AA4665  HISTORY     - Date     Condition        Report By
 AA4665  HISTORY     - 1994     MONUMENTED       CH2M
 AA4665
 AA4665                          STATION DESCRIPTION
 AA4665
 AA4665'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4665'THE STATION IS LOCATED APPROXIMATELY 3 MI (4.8 KM) WEST OF THE VILLAGE
 AA4665'OF SNOWDOUN, SNOWDOUN QUADRANGLE, SECTION 34, T15N, R17E. THE STATION
 AA4665'IS LOCATED APPROXIMATELY 0.5 MI (0.8 KM) SOUTH OF MCGEHEE ROAD (27) ON
 AA4665'THE EAST SIDE OF U.S. 31. THE STATION IS A MONTGOMERY COUNTY SURVEY
 AA4665'DISK STAMPED STA. 2008 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4665'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4665'20.15 FT (6.14 M) 110 DEGREES FROM THE CENTERLINE OF U.S. 31, 116.3 FT
 AA4665'(35.4 M) FROM THE CENTER OF A DIRT ROAD, AND 105.5 FT (32.2 M) 19
 AA4665'DEGREES FROM CENTER OF A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4666 ***********************************************************************
 AA4666  DESIGNATION -  2009
 AA4666  PID         -  AA4666
 AA4666  STATE/COUNTY-  AL/MONTGOMERY
 AA4666  USGS QUAD   -  SNOWDOUN (1985)
 AA4666
 AA4666                         *CURRENT SURVEY CONTROL
 AA4666  ___________________________________________________________________
 AA4666* NAD 83(1992)-  32 13 58.81985(N)    086 17 51.48295(W)     ADJUSTED  
 AA4666* NAVD 88     -        94.8    (meters)     311.     (feet)  VERTCON   
 AA4666  ___________________________________________________________________
 AA4666  X           -     348,721.425 (meters)                     COMP
 AA4666  Y           -  -5,389,107.790 (meters)                     COMP
 AA4666  Z           -   3,382,350.994 (meters)                     COMP
 AA4666  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AA4666  ELLIP HEIGHT-          67.19  (meters)          (07/29/02) GPS OBS
 AA4666  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AA4666
 AA4666  HORZ ORDER  -  FIRST
 AA4666  ELLP ORDER  -  FOURTH    CLASS I
 AA4666
 AA4666.The horizontal coordinates were established by GPS observations
 AA4666.and adjusted by the National Geodetic Survey in April 1995..
 AA4666
 AA4666.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4666.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4666
 AA4666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4666
 AA4666.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4666
 AA4666.The ellipsoidal height was determined by GPS observations
 AA4666.and is referenced to NAD 83.
 AA4666
 AA4666.The geoid height was determined by GEOID03.
 AA4666
 AA4666;                    North         East     Units Scale Factor Converg.
 AA4666;SPC AL E     -   192,235.300   156,239.613   MT  0.99998361   -0 14 51.5
 AA4666;UTM  16      - 3,566,479.413   566,174.606   MT  0.99965400   +0 22 28.7
 AA4666
 AA4666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4666!SPC AL E     -   0.99998945  x   0.99998361  =   0.99997306
 AA4666!UTM  16      -   0.99998945  x   0.99965400  =   0.99964345
 AA4666
 AA4666                          SUPERSEDED SURVEY CONTROL
 AA4666
 AA4666  ELLIP H (10/22/97)   67.26   (m)                       GP(       ) 4 1
 AA4666  ELLIP H (04/13/95)   39.34   (m)                       GP(       ) 4 1
 AA4666  NGVD 29 (04/13/95)   94.8    (m)          311.     (f) GPS OBS        
 AA4666
 AA4666.Superseded values are not recommended for survey control.
 AA4666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4666.See file dsdata.txt to determine how the superseded data were derived.
 AA4666
 AA4666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6617566479(NAD 83)
 AA4666_MARKER: DD = SURVEY DISK
 AA4666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4666_SP_SET: CONCRETE POST
 AA4666_STAMPING: STA. 2009 1994
 AA4666_MARK LOGO: AL-101
 AA4666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4666+STABILITY: SURFACE MOTION
 AA4666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4666+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4666
 AA4666  HISTORY     - Date     Condition        Report By
 AA4666  HISTORY     - 1994     MONUMENTED       CH2M
 AA4666
 AA4666                          STATION DESCRIPTION
 AA4666
 AA4666'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4666'THE STATION IS LOCATED APPROXIMATELY 0.5 MI (0.8 KM) SOUTH OF THE
 AA4666'VILLAGE OF SNOWDOUN, SNOWDOUN QUADRANGLE, SECTION 31, T15N, R18E. THE
 AA4666'STATION IS LOCATED APPROXIMATELY 0.65 MI (1.05 KM) SOUTH OF ROUTE 331
 AA4666'ON THE WEST SIDE OF BUTLER MILL ROAD. THE STATION IS A MONTGOMERY
 AA4666'COUNTY SURVEY DISK STAMPED STA. 2009 1994, AND SET IN THE TOP OF A 10
 AA4666'INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE
 AA4666'DISK IS LOCATED 20.4 FT (6.2 M) 289 DEGREES FROM THE CENTERLINE OF
 AA4666'BUTLER MILL ROAD, 10.41 FT (3.17 M) 112 DEGREES FROM A FENCE LINE, AND
 AA4666'106.7 FT (32.5 M) 23 DEGREES FROM A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4667 ***********************************************************************
 AA4667  DESIGNATION -  2017
 AA4667  PID         -  AA4667
 AA4667  STATE/COUNTY-  AL/MONTGOMERY
 AA4667  USGS QUAD   -  SANDY RIDGE (1985)
 AA4667
 AA4667                         *CURRENT SURVEY CONTROL
 AA4667  ___________________________________________________________________
 AA4667* NAD 83(1992)-  32 06 26.77909(N)    086 24 12.85706(W)     ADJUSTED  
 AA4667* NAVD 88     -        88.8    (meters)     291.     (feet)  VERTCON   
 AA4667  ___________________________________________________________________
 AA4667  X           -     339,221.371 (meters)                     COMP
 AA4667  Y           -  -5,397,137.654 (meters)                     COMP
 AA4667  Z           -   3,370,561.495 (meters)                     COMP
 AA4667  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA4667  ELLIP HEIGHT-          61.44  (meters)          (07/29/02) GPS OBS
 AA4667  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA4667
 AA4667  HORZ ORDER  -  FIRST
 AA4667  ELLP ORDER  -  FOURTH    CLASS I
 AA4667
 AA4667.The horizontal coordinates were established by GPS observations
 AA4667.and adjusted by the National Geodetic Survey in April 1995..
 AA4667
 AA4667.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4667
 AA4667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4667
 AA4667.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4667
 AA4667.The ellipsoidal height was determined by GPS observations
 AA4667.and is referenced to NAD 83.
 AA4667
 AA4667.The geoid height was determined by GEOID03.
 AA4667
 AA4667;                    North         East     Units Scale Factor Converg.
 AA4667;SPC AL E     -   178,359.551   146,181.103   MT  0.99999571   -0 18 11.1
 AA4667;UTM  16      - 3,552,500.227   556,270.523   MT  0.99963905   +0 19 01.3
 AA4667
 AA4667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4667!SPC AL E     -   0.99999035  x   0.99999571  =   0.99998606
 AA4667!UTM  16      -   0.99999035  x   0.99963905  =   0.99962941
 AA4667
 AA4667                          SUPERSEDED SURVEY CONTROL
 AA4667
 AA4667  ELLIP H (10/22/97)   61.52   (m)                       GP(       ) 4 1
 AA4667  ELLIP H (04/13/95)   33.83   (m)                       GP(       ) 4 1
 AA4667  NGVD 29 (04/13/95)   88.8    (m)          291.     (f) GPS OBS        
 AA4667
 AA4667.Superseded values are not recommended for survey control.
 AA4667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4667.See file dsdata.txt to determine how the superseded data were derived.
 AA4667
 AA4667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5627152500(NAD 83)
 AA4667_MARKER: DD = SURVEY DISK
 AA4667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4667_SP_SET: CONCRETE POST
 AA4667_STAMPING: STA. 2017 1994
 AA4667_MARK LOGO: AL-101
 AA4667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4667+STABILITY: SURFACE MOTION
 AA4667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4667+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4667
 AA4667  HISTORY     - Date     Condition        Report By
 AA4667  HISTORY     - 1994     MONUMENTED       CH2M
 AA4667
 AA4667                          STATION DESCRIPTION
 AA4667
 AA4667'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4667'THE STATION IS LOCATED APPROXIMATELY 0.2 MI (0.3 KM) SOUTH OF THE
 AA4667'VILLAGE OF ZION, SANDY RIDGE QUADRANGLE, SECTION 7, T13N, R17E.  THE
 AA4667'STATION IS LOCATED APPROXIMATELY 0.65 MI (1.05 KM) SOUTH OF
 AA4667'LETOHATCHEE ROAD (14) ON THE WEST SIDE OF ROUTE 31. THE STATION IS A
 AA4667'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 2017 1994, AND SET IN THE
 AA4667'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4667'GROUND.  THE DISK IS LOCATED 33.18 FT (10.11 M) 298 DEGREES FROM THE
 AA4667'CENTERLINE OF ROUTE 31, 4.5 FT (1.4 M) 110 DEGREES FROM A FENCE LINE,
 AA4667'AND 53.19 FT (16.21 M) 188 DEGREES FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4668 ***********************************************************************
 AA4668  DESIGNATION -  2019
 AA4668  PID         -  AA4668
 AA4668  STATE/COUNTY-  AL/MONTGOMERY
 AA4668  USGS QUAD   -  SELLERS (1985)
 AA4668
 AA4668                         *CURRENT SURVEY CONTROL
 AA4668  ___________________________________________________________________
 AA4668* NAD 83(1992)-  32 02 02.13089(N)    086 17 40.88311(W)     ADJUSTED  
 AA4668* NAVD 88     -       106.9    (meters)     351.     (feet)  VERTCON   
 AA4668  ___________________________________________________________________
 AA4668  X           -     349,757.886 (meters)                     COMP
 AA4668  Y           -  -5,400,818.019 (meters)                     COMP
 AA4668  Z           -   3,363,663.372 (meters)                     COMP
 AA4668  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AA4668  ELLIP HEIGHT-          79.71  (meters)          (07/29/02) GPS OBS
 AA4668  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AA4668
 AA4668  HORZ ORDER  -  FIRST
 AA4668  ELLP ORDER  -  FOURTH    CLASS I
 AA4668
 AA4668.The horizontal coordinates were established by GPS observations
 AA4668.and adjusted by the National Geodetic Survey in April 1995..
 AA4668
 AA4668.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4668
 AA4668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4668
 AA4668.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4668
 AA4668.The ellipsoidal height was determined by GPS observations
 AA4668.and is referenced to NAD 83.
 AA4668
 AA4668.The geoid height was determined by GEOID03.
 AA4668
 AA4668;                    North         East     Units Scale Factor Converg.
 AA4668;SPC AL E     -   170,158.833   156,422.578   MT  0.99998341   -0 14 41.0
 AA4668;UTM  16      - 3,544,413.488   566,596.522   MT  0.99965469   +0 22 26.9
 AA4668
 AA4668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4668!SPC AL E     -   0.99998748  x   0.99998341  =   0.99997089
 AA4668!UTM  16      -   0.99998748  x   0.99965469  =   0.99964218
 AA4668
 AA4668                          SUPERSEDED SURVEY CONTROL
 AA4668
 AA4668  ELLIP H (10/22/97)   79.79   (m)                       GP(       ) 4 1
 AA4668  ELLIP H (04/13/95)   52.26   (m)                       GP(       ) 4 1
 AA4668  NGVD 29 (04/13/95)  106.9    (m)          351.     (f) GPS OBS        
 AA4668
 AA4668.Superseded values are not recommended for survey control.
 AA4668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4668.See file dsdata.txt to determine how the superseded data were derived.
 AA4668
 AA4668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6659744413(NAD 83)
 AA4668_MARKER: DD = SURVEY DISK
 AA4668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4668_SP_SET: CONCRETE POST
 AA4668_STAMPING: STA. 2019 1994
 AA4668_MARK LOGO: AL-101
 AA4668_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4668+STABILITY: SURFACE MOTION
 AA4668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4668+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4668
 AA4668  HISTORY     - Date     Condition        Report By
 AA4668  HISTORY     - 1994     MONUMENTED       CH2M
 AA4668
 AA4668                          STATION DESCRIPTION
 AA4668
 AA4668'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4668'THE STATION IS LOCATED APPROXIMATELY 1.9 MI (3.1 KM) SOUTH OF SELLERS,
 AA4668'SELLERS QUADRANGLE, SECTION 7, T12N, R18E.  THE STATION IS LOCATED
 AA4668'APPROXIMATELY 500 FT (152.4 M) NORTH OF HICKORY GROVE ROAD ON THE WEST
 AA4668'SIDE OF HIGHWAY 331. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4668'STAMPED STA. 2019 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4668'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4668'29.32 FT (8.94 M) 243 DEGREES FROM THE CENTERLINE OF HIGHWAY 331,
 AA4668'24.84 FT (7.57 M) 67 DEGREES FROM A FENCE LINE, AND 61.6 FT (18.8 M)
 AA4668'128 DEGREES FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4669 ***********************************************************************
 AA4669  DESIGNATION -  2020
 AA4669  PID         -  AA4669
 AA4669  STATE/COUNTY-  AL/MONTGOMERY
 AA4669  USGS QUAD   -  PINE LEVEL (1971)
 AA4669
 AA4669                         *CURRENT SURVEY CONTROL
 AA4669  ___________________________________________________________________
 AA4669* NAD 83(1992)-  32 06 39.98082(N)    086 00 03.92224(W)     ADJUSTED  
 AA4669* NAVD 88     -       133.5    (meters)     438.     (feet)  VERTCON   
 AA4669  ___________________________________________________________________
 AA4669  X           -     377,113.178 (meters)                     COMP
 AA4669  Y           -  -5,394,443.804 (meters)                     COMP
 AA4669  Z           -   3,370,929.734 (meters)                     COMP
 AA4669  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA4669  ELLIP HEIGHT-         106.20  (meters)          (07/29/02) GPS OBS
 AA4669  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AA4669
 AA4669  HORZ ORDER  -  FIRST
 AA4669  ELLP ORDER  -  FOURTH    CLASS I
 AA4669
 AA4669.The horizontal coordinates were established by GPS observations
 AA4669.and adjusted by the National Geodetic Survey in April 1995..
 AA4669
 AA4669.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4669.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4669
 AA4669.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4669
 AA4669.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4669
 AA4669.The ellipsoidal height was determined by GPS observations
 AA4669.and is referenced to NAD 83.
 AA4669
 AA4669.The geoid height was determined by GEOID03.
 AA4669
 AA4669;                    North         East     Units Scale Factor Converg.
 AA4669;SPC AL E     -   178,636.150   184,167.960   MT  0.99996309   -0 05 21.0
 AA4669;UTM  16      - 3,553,187.749   594,240.572   MT  0.99970952   +0 31 51.7
 AA4669
 AA4669!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4669!SPC AL E     -   0.99998333  x   0.99996309  =   0.99994642
 AA4669!UTM  16      -   0.99998333  x   0.99970952  =   0.99969285
 AA4669
 AA4669                          SUPERSEDED SURVEY CONTROL
 AA4669
 AA4669  ELLIP H (10/22/97)  106.28   (m)                       GP(       ) 4 1
 AA4669  ELLIP H (04/13/95)   78.69   (m)                       GP(       ) 4 1
 AA4669  NGVD 29 (04/13/95)  133.4    (m)          438.     (f) GPS OBS        
 AA4669
 AA4669.Superseded values are not recommended for survey control.
 AA4669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4669.See file dsdata.txt to determine how the superseded data were derived.
 AA4669
 AA4669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9424153188(NAD 83)
 AA4669_MARKER: DD = SURVEY DISK
 AA4669_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4669_SP_SET: CONCRETE POST
 AA4669_STAMPING: STA. 2020 1994
 AA4669_MARK LOGO: AL-101
 AA4669_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4669_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4669+STABILITY: SURFACE MOTION
 AA4669_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4669+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4669
 AA4669  HISTORY     - Date     Condition        Report By
 AA4669  HISTORY     - 1994     MONUMENTED       CH2M
 AA4669
 AA4669                          STATION DESCRIPTION
 AA4669
 AA4669'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4669'THE STATION IS LOCATED APPROXIMATELY 0.4 MI (0.6 KM) NORTHEAST OF PINE
 AA4669'LEVEL, PINE LEVEL QUADRANGLE, SECTION 13, T13N, R20E.  THE STATION IS
 AA4669'LOCATED APPROXIMATELY 2.2 MI (3.5 KM) SOUTH OF THE HIGHWAY 82 OLD PIKE
 AA4669'ROAD (ROUTE 101)INTERSECTION ON THE WEST SIDE OF ROUTE 101. THE
 AA4669'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 2020 1994, AND
 AA4669'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4669'WITH THE GROUND.  THE DISK IS LOCATED 18.53 FT (5.65 M) 283 DEGREES
 AA4669'FROM THE CENTERLINE OF ROUTE 101, 121 FT (36.9 M) 182 DEGREES FROM A
 AA4669'HEADWALL, AND 66.4 FT (20.2 M) 34 DEGREES FROM A FENCE CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0386 ***********************************************************************
 CO0386  DESIGNATION -  204
 CO0386  PID         -  CO0386
 CO0386  STATE/COUNTY-  AL/CHOCTAW
 CO0386  USGS QUAD   -  LAND (1974)
 CO0386
 CO0386                         *CURRENT SURVEY CONTROL
 CO0386  ___________________________________________________________________
 CO0386* NAD 83(1986)-  32 06 28.     (N)    088 18 01.     (W)     SCALED    
 CO0386* NAVD 88     -        62.033  (meters)     203.52   (feet)  ADJUSTED  
 CO0386  ___________________________________________________________________
 CO0386  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CO0386  DYNAMIC HT  -          61.961 (meters)     203.28  (feet)  COMP
 CO0386  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 CO0386
 CO0386  VERT ORDER  -  SECOND    CLASS 0
 CO0386
 CO0386.The horizontal coordinates were scaled from a topographic map and have
 CO0386.an estimated accuracy of +/- 6 seconds.
 CO0386
 CO0386.The orthometric height was determined by differential leveling
 CO0386.and adjusted by the National Geodetic Survey in June 1991..
 CO0386
 CO0386.The geoid height was determined by GEOID03.
 CO0386
 CO0386.The dynamic height is computed by dividing the NAVD 88
 CO0386.geopotential number by the normal gravity value computed on the
 CO0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0386.degrees latitude (g = 980.6199 gals.).
 CO0386
 CO0386.The modeled gravity was interpolated from observed gravity values.
 CO0386
 CO0386;                    North         East    Units  Estimated Accuracy
 CO0386;SPC AL W     -   233,960.      524,470.      MT  (+/- 180 meters Scaled)
 CO0386
 CO0386                          SUPERSEDED SURVEY CONTROL
 CO0386
 CO0386  NGVD 29 (??/??/92)   62.018  (m)          203.47   (f) ADJ UNCH    2 0
 CO0386
 CO0386.Superseded values are not recommended for survey control.
 CO0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0386.See file dsdata.txt to determine how the superseded data were derived.
 CO0386
 CO0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA773531(NAD 83)
 CO0386_MARKER: B = BOLT
 CO0386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0386+STABILITY: SURFACE MOTION
 CO0386
 CO0386  HISTORY     - Date     Condition        Report By
 CO0386  HISTORY     - UNK      MONUMENTED       ALHD
 CO0386  HISTORY     - 1935     GOOD             NGS
 CO0386
 CO0386                          STATION DESCRIPTION
 CO0386
 CO0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0386'2.2 MI E FROM RIDERWOOD.
 CO0386'2.2 MILES EAST OF ALA. TENN. AND NORTHERN RR STATION AT RIDERWOOD 450
 CO0386'YARDS SOUTHEAST OF GROUP OF HOUSES, 30 FEET SOUTH OF CENTERLINE OF
 CO0386'STATE HIGHWAY 10.  TOP OF BOLT SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0697 ***********************************************************************
 CN0697  DESIGNATION -  205.8
 CN0697  PID         -  CN0697
 CN0697  STATE/COUNTY-  AL/LOWNDES
 CN0697  USGS QUAD   -  LOWNDESBORO (1981)
 CN0697
 CN0697                         *CURRENT SURVEY CONTROL
 CN0697  ___________________________________________________________________
 CN0697* NAD 83(1986)-  32 19 25.     (N)    086 36 59.     (W)     SCALED    
 CN0697* NAVD 88     -        63.045  (meters)     206.84   (feet)  ADJUSTED  
 CN0697  ___________________________________________________________________
 CN0697  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CN0697  DYNAMIC HT  -          62.972 (meters)     206.60  (feet)  COMP
 CN0697  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CN0697
 CN0697  VERT ORDER  -  FIRST     CLASS I
 CN0697
 CN0697.The horizontal coordinates were scaled from a topographic map and have
 CN0697.an estimated accuracy of +/- 6 seconds.
 CN0697
 CN0697.The orthometric height was determined by differential leveling
 CN0697.and adjusted by the National Geodetic Survey in June 1991..
 CN0697
 CN0697.The geoid height was determined by GEOID03.
 CN0697
 CN0697.The dynamic height is computed by dividing the NAVD 88
 CN0697.geopotential number by the normal gravity value computed on the
 CN0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0697.degrees latitude (g = 980.6199 gals.).
 CN0697
 CN0697.The modeled gravity was interpolated from observed gravity values.
 CN0697
 CN0697;                    North         East    Units  Estimated Accuracy
 CN0697;SPC AL W     -   257,950.      683,200.      MT  (+/- 180 meters Scaled)
 CN0697
 CN0697                          SUPERSEDED SURVEY CONTROL
 CN0697
 CN0697  NGVD 29 (??/??/??)   63.026  (m)          206.78   (f) ADJUSTED    1 1
 CN0697
 CN0697.Superseded values are not recommended for survey control.
 CN0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0697.See file dsdata.txt to determine how the superseded data were derived.
 CN0697
 CN0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA361763(NAD 83)
 CN0697_MARKER: DD = SURVEY DISK
 CN0697_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0697_SP_SET: CATCH BASIN
 CN0697_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0697
 CN0697  HISTORY     - Date     Condition        Report By
 CN0697  HISTORY     - UNK      MONUMENTED       WARR
 CN0697  HISTORY     - 1968     GOOD             NGS
 CN0697
 CN0697                          STATION DESCRIPTION
 CN0697
 CN0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0697'IN SAINT CLAIR.
 CN0697'AT SAINT CLAIR, ALONG THE TRACK OF THE WESTERN RAILWAY OF ALABAMA, 192
 CN0697'FEET EAST AND ACROSS THE TRACK AND COUNTY ROAD 29 FROM THE EAST CORNER
 CN0697'OF THE POST OFFICE BUILDING, 0.05 MILE SOUTHWEST OF MILEPOST M19S31
 CN0697'194, 55 FEET NORTHEAST OF THE CENTER OF A CROSSING OF THE RAILROAD AND
 CN0697'COUNTY ROAD 29, AN UNMARKED POINT ON THE TOP OF THE METAL GRATING
 CN0697'WHICH COVERS A CATCH BASIN, 20 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 CN0697'THE TRACK, 8 FEET NORTH OF A TELEPHONE POLE WHICH BEARS AN ELECTRICAL
 CN0697'SWITCH BOX, 7 FEET WEST OF THE WEST CORNER OF A WOODEN BUILDING, AND
 CN0697'ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2059 ***********************************************************************
 BU2059  DESIGNATION -  21 10
 BU2059  PID         -  BU2059
 BU2059  STATE/COUNTY-  AL/CRENSHAW
 BU2059  USGS QUAD   -  FULLERS CROSSROADS (1971)
 BU2059
 BU2059                         *CURRENT SURVEY CONTROL
 BU2059  ___________________________________________________________________
 BU2059* NAD 83(1992)-  31 49 07.74090(N)    086 18 00.81645(W)     ADJUSTED  
 BU2059* NAVD 88     -       139.6    (meters)     458.     (feet)  GPS OBS   
 BU2059  ___________________________________________________________________
 BU2059  X           -     350,051.726 (meters)                     COMP
 BU2059  Y           -  -5,413,467.564 (meters)                     COMP
 BU2059  Z           -   3,343,436.373 (meters)                     COMP
 BU2059  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 BU2059  ELLIP HEIGHT-         112.81  (meters)          (07/29/02) GPS OBS
 BU2059  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BU2059
 BU2059  HORZ ORDER  -  FIRST
 BU2059  ELLP ORDER  -  FOURTH    CLASS I
 BU2059
 BU2059.The horizontal coordinates were established by GPS observations
 BU2059.and adjusted by the National Geodetic Survey in December 1992..
 BU2059
 BU2059.The orthometric height was determined by GPS observations and a
 BU2059.high-resolution geoid model.
 BU2059
 BU2059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2059
 BU2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2059
 BU2059.The ellipsoidal height was determined by GPS observations
 BU2059.and is referenced to NAD 83.
 BU2059
 BU2059.The geoid height was determined by GEOID03.
 BU2059
 BU2059;                    North         East     Units Scale Factor Converg.
 BU2059;SPC AL E     -   146,309.283   155,796.784   MT  0.99998409   -0 14 46.2
 BU2059;UTM  16      - 3,520,566.439   566,227.703   MT  0.99965409   +0 22 08.2
 BU2059
 BU2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2059!SPC AL E     -   0.99998229  x   0.99998409  =   0.99996638
 BU2059!UTM  16      -   0.99998229  x   0.99965409  =   0.99963638
 BU2059
 BU2059:                Primary Azimuth Mark                     Grid Az
 BU2059:SPC AL E     -  21 11                                    087 07 40.8
 BU2059:UTM  16      -  21 11                                    086 30 46.4
 BU2059
 BU2059|---------------------------------------------------------------------|
 BU2059| PID    Reference Object                     Distance      Geod. Az  |
 BU2059|                                                           dddmmss.s |
 BU2059| BU2060 21 11                               412.406 METERS 0865254.6 |
 BU2059|---------------------------------------------------------------------|
 BU2059
 BU2059                          SUPERSEDED SURVEY CONTROL
 BU2059
 BU2059  ELLIP H (12/04/92)  112.88   (m)                       GP(       ) 4 1
 BU2059  NAD 83(1986)-  31 49 07.75052(N)    086 18 00.81784(W) AD(       ) 1
 BU2059  NGVD 29 (12/04/92)  139.6    (m)          458.     (f) GPS OBS        
 BU2059
 BU2059.Superseded values are not recommended for survey control.
 BU2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2059.See file dsdata.txt to determine how the superseded data were derived.
 BU2059
 BU2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6622820566(NAD 83)
 BU2059_MARKER: DD = SURVEY DISK
 BU2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2059_SP_SET: CONCRETE POST
 BU2059_STAMPING: 21-10 1991
 BU2059_MARK LOGO: ALHD  
 BU2059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2059+STABILITY: SURFACE MOTION
 BU2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2059+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2059
 BU2059  HISTORY     - Date     Condition        Report By
 BU2059  HISTORY     - 1991     MONUMENTED       ALHD
 BU2059
 BU2059                          STATION DESCRIPTION
 BU2059
 BU2059'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2059'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2059'CRENSHAW COUNTY ROAD NO. 50, ABOUT 7.35 MI (11.83 KM) NORTH-NORTHWEST
 BU2059'OF LUVERNE AND ABOUT 9.20 MI (14.81 KM) SOUTH OF HIGHLAND HOME.
 BU2059'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 10 WEST
 BU2059'(MILE POST 57.05 ON U.S. 331) IN RUTLEDGE, DRIVE NORTH ON U.S. 331
 BU2059'FOR 6.35 MI (10.22 KM) TO MILE POST 63.40 AND CRENSHAW COUNTY ROAD
 BU2059'NO. 50 LEFT AND RIGHT AT FULLERS CROSSROADS, TURN RIGHT ON CRENSHAW
 BU2059'COUNTY ROAD NO. 50 AND DRIVE EAST FOR 0.65 MI (1.05 KM) TO THE
 BU2059'STATION ON THE RIGHT.
 BU2059'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 BU2059'ON TREATED WOOD POSTS, 38.5 FT (11.7 M) SOUTH OF THE CENTERLINE OF
 BU2059'CRENSHAW COUNTY ROAD NO. 50, 105.6 FT (32.2 M) SOUTHEAST OF A POWER
 BU2059'POLE ACROSS THE ROAD, 2.8 FT (0.9 M) NORTH OF A CARSONITE WITNESS
 BU2059'POST, AND SET FLUSH WITH THE GROUND.
 BU2059'STATION 21-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2060 ***********************************************************************
 BU2060  DESIGNATION -  21 11
 BU2060  PID         -  BU2060
 BU2060  STATE/COUNTY-  AL/CRENSHAW
 BU2060  USGS QUAD   -  FULLERS CROSSROADS (1971)
 BU2060
 BU2060                         *CURRENT SURVEY CONTROL
 BU2060  ___________________________________________________________________
 BU2060* NAD 83(1992)-  31 49 08.46895(N)    086 17 45.15856(W)     ADJUSTED  
 BU2060* NAVD 88     -       133.2    (meters)     437.     (feet)  GPS OBS   
 BU2060  ___________________________________________________________________
 BU2060  X           -     350,461.555 (meters)                     COMP
 BU2060  Y           -  -5,413,423.742 (meters)                     COMP
 BU2060  Z           -   3,343,452.049 (meters)                     COMP
 BU2060  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 BU2060  ELLIP HEIGHT-         106.40  (meters)          (07/29/02) GPS OBS
 BU2060  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BU2060
 BU2060  HORZ ORDER  -  FIRST
 BU2060  ELLP ORDER  -  FOURTH    CLASS I
 BU2060
 BU2060.The horizontal coordinates were established by GPS observations
 BU2060.and adjusted by the National Geodetic Survey in December 1992..
 BU2060
 BU2060.The orthometric height was determined by GPS observations and a
 BU2060.high-resolution geoid model.
 BU2060
 BU2060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2060
 BU2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2060
 BU2060.The ellipsoidal height was determined by GPS observations
 BU2060.and is referenced to NAD 83.
 BU2060
 BU2060.The geoid height was determined by GEOID03.
 BU2060
 BU2060;                    North         East     Units Scale Factor Converg.
 BU2060;SPC AL E     -   146,329.946   156,208.665   MT  0.99998364   -0 14 37.9
 BU2060;UTM  16      - 3,520,591.515   566,639.203   MT  0.99965477   +0 22 16.5
 BU2060
 BU2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2060!SPC AL E     -   0.99998329  x   0.99998364  =   0.99996693
 BU2060!UTM  16      -   0.99998329  x   0.99965477  =   0.99963807
 BU2060
 BU2060:                Primary Azimuth Mark                     Grid Az
 BU2060:SPC AL E     -  21 10                                    267 07 40.8
 BU2060:UTM  16      -  21 10                                    266 30 46.4
 BU2060
 BU2060|---------------------------------------------------------------------|
 BU2060| PID    Reference Object                     Distance      Geod. Az  |
 BU2060|                                                           dddmmss.s |
 BU2060| BU2059 21 10                               412.406 METERS 2665302.9 |
 BU2060|---------------------------------------------------------------------|
 BU2060
 BU2060                          SUPERSEDED SURVEY CONTROL
 BU2060
 BU2060  ELLIP H (12/04/92)  106.46   (m)                       GP(       ) 4 1
 BU2060  NAD 83(1986)-  31 49 08.47857(N)    086 17 45.15996(W) AD(       ) 1
 BU2060  NGVD 29 (12/04/92)  133.2    (m)          437.     (f) GPS OBS        
 BU2060
 BU2060.Superseded values are not recommended for survey control.
 BU2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2060.See file dsdata.txt to determine how the superseded data were derived.
 BU2060
 BU2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6663920592(NAD 83)
 BU2060_MARKER: DD = SURVEY DISK
 BU2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2060_SP_SET: CONCRETE POST
 BU2060_STAMPING: 21-11 1991
 BU2060_MARK LOGO: ALHD  
 BU2060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2060+STABILITY: SURFACE MOTION
 BU2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2060+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2060
 BU2060  HISTORY     - Date     Condition        Report By
 BU2060  HISTORY     - 1991     MONUMENTED       ALHD
 BU2060
 BU2060                          STATION DESCRIPTION
 BU2060
 BU2060'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2060'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2060'CRENSHAW COUNTY ROAD NO. 50, ABOUT 7.30 MI (11.75 KM) NORTH -
 BU2060'NORTHWEST OF LUVERNE AND ABOUT 9.30 MI (14.97 KM) SOUTH OF HIGHLAND
 BU2060'HOME.
 BU2060'TO REACH THE STATION FROM THE JUNCTION OF U. S. 331 AND ALA 10 WEST
 BU2060'(MILE POST 57.05 ON U. S. 331) IN RUTLEDGE, DRIVE NORTH ON U. S. 331
 BU2060'FOR 6.35 MI (10.22 KM) TO MILE POST 63.40 AND CRENSHAW COUNTY ROAD
 BU2060'NO. 50 LEFT AND RIGHT AT FULLERS CROSSROADS, TURN RIGHT ON CRENSHAW
 BU2060'COUNTY ROAD NO. 50 AND DRIVE EAST FOR 0.90 MI (1.45 KM) TO THE
 BU2060'STATION ON THE LEFT.
 BU2060'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 BU2060'ON OLD TREATED WOOD POSTS, 29.0 FT (8.8 M) EAST OF THE EAST POST OF A
 BU2060'METAL GATE, 40.3 FT (12.3 M) NORTH OF THE CENTERLINE OF CRENSHAW
 BU2060'COUNTY ROAD NO. 50, 2.6 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST,
 BU2060'AND SET FLUSH WITH THE GROUND.
 BU2060'STATION 21-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2061 ***********************************************************************
 BU2061  DESIGNATION -  21 12
 BU2061  PID         -  BU2061
 BU2061  STATE/COUNTY-  AL/CRENSHAW
 BU2061  USGS QUAD   -  LUVERNE (1971)
 BU2061
 BU2061                         *CURRENT SURVEY CONTROL
 BU2061  ___________________________________________________________________
 BU2061* NAD 83(1992)-  31 44 35.17774(N)    086 16 39.40196(W)     ADJUSTED  
 BU2061* NAVD 88     -       101.3    (meters)     332.     (feet)  GPS OBS   
 BU2061  ___________________________________________________________________
 BU2061  X           -     352,473.390 (meters)                     COMP
 BU2061  Y           -  -5,417,708.794 (meters)                     COMP
 BU2061  Z           -   3,336,279.670 (meters)                     COMP
 BU2061  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 BU2061  ELLIP HEIGHT-          74.58  (meters)          (07/29/02) GPS OBS
 BU2061  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU2061
 BU2061  HORZ ORDER  -  FIRST
 BU2061  ELLP ORDER  -  FOURTH    CLASS I
 BU2061
 BU2061.The horizontal coordinates were established by GPS observations
 BU2061.and adjusted by the National Geodetic Survey in December 1992..
 BU2061
 BU2061.The orthometric height was determined by GPS observations and a
 BU2061.high-resolution geoid model.
 BU2061
 BU2061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2061
 BU2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2061
 BU2061.The ellipsoidal height was determined by GPS observations
 BU2061.and is referenced to NAD 83.
 BU2061
 BU2061.The geoid height was determined by GEOID03.
 BU2061
 BU2061;                    North         East     Units Scale Factor Converg.
 BU2061;SPC AL E     -   137,905.358   157,903.611   MT  0.99998185   -0 14 01.5
 BU2061;UTM  16      - 3,512,188.333   568,423.816   MT  0.99965774   +0 22 48.3
 BU2061
 BU2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2061!SPC AL E     -   0.99998829  x   0.99998185  =   0.99997014
 BU2061!UTM  16      -   0.99998829  x   0.99965774  =   0.99964603
 BU2061
 BU2061:                Primary Azimuth Mark                     Grid Az
 BU2061:SPC AL E     -  21 13                                    104 32 04.7
 BU2061:UTM  16      -  21 13                                    103 55 14.9
 BU2061
 BU2061|---------------------------------------------------------------------|
 BU2061| PID    Reference Object                     Distance      Geod. Az  |
 BU2061|                                                           dddmmss.s |
 BU2061| BU2062 21 13                               469.804 METERS 1041803.2 |
 BU2061|---------------------------------------------------------------------|
 BU2061
 BU2061                          SUPERSEDED SURVEY CONTROL
 BU2061
 BU2061  ELLIP H (12/04/92)   74.64   (m)                       GP(       ) 4 1
 BU2061  NAD 83(1986)-  31 44 35.18774(N)    086 16 39.40266(W) AD(       ) 1
 BU2061  NGVD 29 (12/04/92)  101.3    (m)          332.     (f) GPS OBS        
 BU2061
 BU2061.Superseded values are not recommended for survey control.
 BU2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2061.See file dsdata.txt to determine how the superseded data were derived.
 BU2061
 BU2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6842412188(NAD 83)
 BU2061_MARKER: DD = SURVEY DISK
 BU2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2061_SP_SET: CONCRETE POST
 BU2061_STAMPING: 21-12 1991
 BU2061_MARK LOGO: ALHD  
 BU2061_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2061+STABILITY: SURFACE MOTION
 BU2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2061+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2061
 BU2061  HISTORY     - Date     Condition        Report By
 BU2061  HISTORY     - 1991     MONUMENTED       ALHD
 BU2061
 BU2061                          STATION DESCRIPTION
 BU2061
 BU2061'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2061'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2061'CRENSHAW COUNTY ROAD NO. 57, ABOUT 2.05 MI (3.30 KM) EAST-NORTHEAST
 BU2061'OF RUTLEDGE AND ABOUT 2.05 MI (3.30 KM) MI NORTH-NORTHWEST OF
 BU2061'LUVERNE.
 BU2061'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 10 WEST
 BU2061'(MILE POST 57.05 ON U.S. 331) IN RUTLEDGE, DRIVE NORTH ON U.S. 331
 BU2061'FOR 0.90 MI (1.45 KM) TO MILE POST 57.95 AND CRENSHAW COUNTY ROAD NO.
 BU2061'57 ON THE RIGHT, TURN RIGHT ON CRENSHAW COUNTY ROAD NO. 57 AND DRIVE
 BU2061'EAST FOR 0.60 MI (0.97 KM) TO THE STATION ON THE LEFT.
 BU2061'THE STATION IS 2.0 FT (0.6 M) SOUTH OF A HOG WIRE FENCE WITH ONE
 BU2061'STRAND OF BARBED WIRE ON OLD WOOD POSTS COVERED WITH KUDZU, 3.4 FT
 BU2061'(1.0 M) SOUTHWEST OF AN EIGHT-INCH FENCE POST, 39.0 FT (11.9 M) NORTH
 BU2061'OF THE CENTER OF CRENSHAW COUNTY ROAD NO. 57, 73.0 FT (22.3 M) NORTH
 BU2061'OF THE NORTH CORNER OF THE WEST HEADWALL OF A 15-INCH CORREGATED
 BU2061'METAL PIPE UNDER A DRIVEWAY ACROSS THE ROAD, 93.5 FT (28.5 M) EAST OF
 BU2061'A TRANSFORMER POWER POLE, 165.9 FT (50.6 M) NORTHEAST OF THE
 BU2061'NORTHEAST CORNER OF A BRICK HOUSE ACROSS THE ROAD, 1.7 FT (0.5 M)
 BU2061'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2061'GROUND.
 BU2061'STATION 21-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2061'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 BU2061'MRS. PAMALA PERDUE
 BU2061'ROUTE 1, BOX 15
 BU2061'LUVERNE, ALABAMA 36049
 BU2061'PHONES - HOME 205-335-6254 AND WORK 205-293-8050.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2062 ***********************************************************************
 BU2062  DESIGNATION -  21 13
 BU2062  PID         -  BU2062
 BU2062  STATE/COUNTY-  AL/CRENSHAW
 BU2062  USGS QUAD   -  LUVERNE (1971)
 BU2062
 BU2062                         *CURRENT SURVEY CONTROL
 BU2062  ___________________________________________________________________
 BU2062* NAD 83(1992)-  31 44 31.40970(N)    086 16 22.10627(W)     ADJUSTED  
 BU2062* NAVD 88     -        99.6    (meters)     327.     (feet)  GPS OBS   
 BU2062  ___________________________________________________________________
 BU2062  X           -     352,931.552 (meters)                     COMP
 BU2062  Y           -  -5,417,738.758 (meters)                     COMP
 BU2062  Z           -   3,336,180.108 (meters)                     COMP
 BU2062  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 BU2062  ELLIP HEIGHT-          72.94  (meters)          (07/29/02) GPS OBS
 BU2062  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU2062
 BU2062  HORZ ORDER  -  FIRST
 BU2062  ELLP ORDER  -  FOURTH    CLASS I
 BU2062
 BU2062.The horizontal coordinates were established by GPS observations
 BU2062.and adjusted by the National Geodetic Survey in December 1992..
 BU2062
 BU2062.The orthometric height was determined by GPS observations and a
 BU2062.high-resolution geoid model.
 BU2062
 BU2062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2062
 BU2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2062
 BU2062.The ellipsoidal height was determined by GPS observations
 BU2062.and is referenced to NAD 83.
 BU2062
 BU2062.The geoid height was determined by GEOID03.
 BU2062
 BU2062;                    North         East     Units Scale Factor Converg.
 BU2062;SPC AL E     -   137,787.456   158,358.370   MT  0.99998138   -0 13 52.4
 BU2062;UTM  16      - 3,512,075.346   568,879.666   MT  0.99965851   +0 22 57.3
 BU2062
 BU2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2062!SPC AL E     -   0.99998855  x   0.99998138  =   0.99996993
 BU2062!UTM  16      -   0.99998855  x   0.99965851  =   0.99964706
 BU2062
 BU2062:                Primary Azimuth Mark                     Grid Az
 BU2062:SPC AL E     -  21 12                                    284 32 04.7
 BU2062:UTM  16      -  21 12                                    283 55 15.0
 BU2062
 BU2062|---------------------------------------------------------------------|
 BU2062| PID    Reference Object                     Distance      Geod. Az  |
 BU2062|                                                           dddmmss.s |
 BU2062| BU2061 21 12                               469.804 METERS 2841812.3 |
 BU2062|---------------------------------------------------------------------|
 BU2062
 BU2062                          SUPERSEDED SURVEY CONTROL
 BU2062
 BU2062  ELLIP H (12/04/92)   73.00   (m)                       GP(       ) 4 1
 BU2062  NAD 83(1986)-  31 44 31.41972(N)    086 16 22.10696(W) AD(       ) 1
 BU2062  NGVD 29 (12/04/92)   99.6    (m)          327.     (f) GPS OBS        
 BU2062
 BU2062.Superseded values are not recommended for survey control.
 BU2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2062.See file dsdata.txt to determine how the superseded data were derived.
 BU2062
 BU2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6888012075(NAD 83)
 BU2062_MARKER: DD = SURVEY DISK
 BU2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2062_SP_SET: CONCRETE POST
 BU2062_STAMPING: 21-13 1991
 BU2062_MARK LOGO: ALHD  
 BU2062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2062+STABILITY: SURFACE MOTION
 BU2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2062+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2062
 BU2062  HISTORY     - Date     Condition        Report By
 BU2062  HISTORY     - 1991     MONUMENTED       ALHD
 BU2062
 BU2062                          STATION DESCRIPTION
 BU2062
 BU2062'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2062'THE STATION IS LOCATED IN CRENSHAW COUNTY ON PROPERTY OWNED BY
 BU2062'CRENSHAW COUNTY AT THE CRENSHAW COUNTY AGRICULTURAL CENTER, ABOUT
 BU2062'2.25 MI (3.62 KM) EAST-NORTHEAST OF RUTLEDGE AND ABOUT 1.80 MI
 BU2062'(2.90 KM) MI NORTH-NORTHWEST OF LUVERNE.
 BU2062'TO REACH THE STATION FROM THE JUNCTION OF U. S. 331 AND ALA 10 WEST
 BU2062'(MILE POST 57.05 ON U. S. 331) IN RUTLEDGE, DRIVE NORTH ON U. S. 331
 BU2062'FOR 0.90 MI (1.45 KM) TO MILE POST 57.95 AND CRENSHAW COUNTY ROAD NO.
 BU2062'57 ON THE RIGHT, TURN RIGHT ON CRENSHAW COUNTY ROAD NO. 57 AND DRIVE
 BU2062'EAST FOR 0.90 MI (1.45 KM) TO THE STATION ON THE RIGHT.
 BU2062'THE STATION IS 3.0 FT (0.9 M) SOUTH OF THE SOUTH END OF A CRENSHAW
 BU2062'COUNTY AGRICULTURAL CENTER SIGN, 51.0 FT (15.5 M) SOUTHWEST OF THE
 BU2062'WEST END OF AN 18-INCH CORREGATED METAL PIPE UNDER A PAVED DRIVEWAY,
 BU2062'54.4 FT (16.6 M) SOUTH OF THE CENTER OF CRENSHAW COUNTY ROAD NO. 57,
 BU2062'55.9 FT (17.0 M) EAST-SOUTHEAST OF A FIRE HYDRANT, 58.5 FT (17.8 M)
 BU2062'WEST OF THE CENTER OF A PAVED DRIVEWAY, 69.1 FT (21.1 M)
 BU2062'EAST-SOUTHEAST OF A TELEPHONE SERVICE POLE, 79.2 FT (24.1 M)
 BU2062'EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 20 LP4 L602, 91.4 FT
 BU2062'(27.9 M) NORTH OF THE NORTHEAST CORNER OF THE BRICK AND METAL
 BU2062'AGRICULTURAL CENTER BUILDING, AND SET FLUSH WUTH THE GROUND.
 BU2062'STATION 21-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2063 ***********************************************************************
 BU2063  DESIGNATION -  21 14
 BU2063  PID         -  BU2063
 BU2063  STATE/COUNTY-  AL/CRENSHAW
 BU2063  USGS QUAD   -  LUVERNE (1971)
 BU2063
 BU2063                         *CURRENT SURVEY CONTROL
 BU2063  ___________________________________________________________________
 BU2063* NAD 83(1992)-  31 41 54.39432(N)    086 15 57.68939(W)     ADJUSTED  
 BU2063* NAVD 88     -       106.4    (meters)     349.     (feet)  GPS OBS   
 BU2063  ___________________________________________________________________
 BU2063  X           -     353,738.853 (meters)                     COMP
 BU2063  Y           -  -5,420,240.064 (meters)                     COMP
 BU2063  Z           -   3,332,069.875 (meters)                     COMP
 BU2063  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 BU2063  ELLIP HEIGHT-          79.74  (meters)          (07/29/02) GPS OBS
 BU2063  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BU2063
 BU2063  HORZ ORDER  -  FIRST
 BU2063  ELLP ORDER  -  FOURTH    CLASS I
 BU2063
 BU2063.The horizontal coordinates were established by GPS observations
 BU2063.and adjusted by the National Geodetic Survey in December 1992..
 BU2063
 BU2063.The orthometric height was determined by GPS observations and a
 BU2063.high-resolution geoid model.
 BU2063
 BU2063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2063
 BU2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2063
 BU2063.The ellipsoidal height was determined by GPS observations
 BU2063.and is referenced to NAD 83.
 BU2063
 BU2063.The geoid height was determined by GEOID03.
 BU2063
 BU2063;                    North         East     Units Scale Factor Converg.
 BU2063;SPC AL E     -   132,948.856   158,981.835   MT  0.99998074   -0 13 38.5
 BU2063;UTM  16      - 3,507,245.254   569,554.679   MT  0.99965967   +0 23 08.5
 BU2063
 BU2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2063!SPC AL E     -   0.99998748  x   0.99998074  =   0.99996822
 BU2063!UTM  16      -   0.99998748  x   0.99965967  =   0.99964715
 BU2063
 BU2063                          SUPERSEDED SURVEY CONTROL
 BU2063
 BU2063  ELLIP H (12/04/92)   79.81   (m)                       GP(       ) 4 1
 BU2063  NAD 83(1986)-  31 41 54.40444(N)    086 15 57.68997(W) AD(       ) 1
 BU2063  NGVD 29 (12/04/92)  106.4    (m)          349.     (f) GPS OBS        
 BU2063
 BU2063.Superseded values are not recommended for survey control.
 BU2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2063.See file dsdata.txt to determine how the superseded data were derived.
 BU2063
 BU2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6955507245(NAD 83)
 BU2063_MARKER: DD = SURVEY DISK
 BU2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2063_SP_SET: CONCRETE POST
 BU2063_STAMPING: 21-14 1991
 BU2063_MARK LOGO: ALHD  
 BU2063_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2063+STABILITY: SURFACE MOTION
 BU2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2063+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2063
 BU2063  HISTORY     - Date     Condition        Report By
 BU2063  HISTORY     - 1991     MONUMENTED       ALHD
 BU2063
 BU2063                          STATION DESCRIPTION
 BU2063
 BU2063'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2063'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE EAST RIGHT OF WAY OF
 BU2063'FOUR LANE U.S. 29 AND U.S. 331 IN THE SOUTH END OF LUVERNE.
 BU2063'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 331, AND ALA
 BU2063'10 (MILE POST 55.25 ON U.S. 29 AND U.S. 331) IN LUVERNE, DRIVE SOUTH
 BU2063'ON U.S. 29 AND U.S. 331 FOR 1.30 MI (2.09 KM) TO MILE POST 53.95 AND
 BU2063'THE STATION ON THE LEFT.
 BU2063'THE STATION IS LOCATED IN A GRASSED TRAFFIC ISLAND IN FRONT OF
 BU2063'DOMINICKS PIZZA, 11.2 FT (3.4 M) WEST OF THE WEST CONCRETE CURB OF A
 BU2063'PAVED PARKING LOT, 11.3 FT (3.4 M) NORTH OF THE NORTH CONCRETE CURB
 BU2063'OF THE SOUTH DRIVEWAY, 13.4 FT (4.1 M) EAST-NORTHEAST OF A 3.0 FT
 BU2063'(0.9 M) METAL POST AT THE SOUTHWEST CORNER OF THE TRAFFIC ISLAND,
 BU2063'13.5 FT (4.1 M) EAST OF THE EAST CONCRETE CURB OF U.S. 29 AND U.S.
 BU2063'331, 25.0 FT (7.6 M) NORTH OF THE CENTER OF THE SOUTH DRIVEWAY, 38.0
 BU2063'FT (11.6 M) SOUTH-SOUTHEAST OF A 3.0 FT (0.9 M) METAL POST AT THE
 BU2063'NORTHWEST CORNER OF THE TRAFFIC ISLAND, 40.4 FT (12.3 M) SOUTH OF THE
 BU2063'SOUTH CONCRETE CURB OF THE NORTH DRIVEWAY, 41.0 FT (12.5 M) EAST OF
 BU2063'THE CENTERLINE OF U.S. 29 AND U.S. 331, 55.0 FT (16.8 M) SOUTH OF THE
 BU2063'CENTER OF THE NORTH DRIVEWAY, 58.6 FT (17.9 M) WEST OF THE SOUTHWEST
 BU2063'CORNER OF THE STONE AND GLASS BUILDING, 66.4 FT (20.2 M)
 BU2063'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE STONE AND GLASS
 BU2063'BUILDING, AND SET FLUSH WITH THE GROUND.
 BU2063'STATION 21-15 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2064 ***********************************************************************
 BU2064  DESIGNATION -  21 15
 BU2064  PID         -  BU2064
 BU2064  STATE/COUNTY-  AL/CRENSHAW
 BU2064  USGS QUAD   -  LUVERNE (1971)
 BU2064
 BU2064                         *CURRENT SURVEY CONTROL
 BU2064  ___________________________________________________________________
 BU2064* NAD 83(1992)-  31 41 32.34493(N)    086 15 59.02013(W)     ADJUSTED  
 BU2064* NAVD 88     -        98.2    (meters)     322.     (feet)  GPS OBS   
 BU2064  ___________________________________________________________________
 BU2064  X           -     353,726.661 (meters)                     COMP
 BU2064  Y           -  -5,420,591.389 (meters)                     COMP
 BU2064  Z           -   3,331,487.683 (meters)                     COMP
 BU2064  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 BU2064  ELLIP HEIGHT-          71.47  (meters)          (07/29/02) GPS OBS
 BU2064  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BU2064
 BU2064  HORZ ORDER  -  FIRST
 BU2064  ELLP ORDER  -  FOURTH    CLASS I
 BU2064
 BU2064.The horizontal coordinates were established by GPS observations
 BU2064.and adjusted by the National Geodetic Survey in December 1992..
 BU2064
 BU2064.The orthometric height was determined by GPS observations and a
 BU2064.high-resolution geoid model.
 BU2064
 BU2064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2064
 BU2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2064
 BU2064.The ellipsoidal height was determined by GPS observations
 BU2064.and is referenced to NAD 83.
 BU2064
 BU2064.The geoid height was determined by GEOID03.
 BU2064
 BU2064;                    North         East     Units Scale Factor Converg.
 BU2064;SPC AL E     -   132,269.883   158,944.096   MT  0.99998078   -0 13 39.1
 BU2064;UTM  16      - 3,506,566.134   569,524.216   MT  0.99965961   +0 23 07.5
 BU2064
 BU2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2064!SPC AL E     -   0.99998878  x   0.99998078  =   0.99996956
 BU2064!UTM  16      -   0.99998878  x   0.99965961  =   0.99964839
 BU2064
 BU2064                          SUPERSEDED SURVEY CONTROL
 BU2064
 BU2064  ELLIP H (12/04/92)   71.53   (m)                       GP(       ) 4 1
 BU2064  NAD 83(1986)-  31 41 32.35507(N)    086 15 59.02074(W) AD(       ) 1
 BU2064  NGVD 29 (12/04/92)   98.2    (m)          322.     (f) GPS OBS        
 BU2064
 BU2064.Superseded values are not recommended for survey control.
 BU2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2064.See file dsdata.txt to determine how the superseded data were derived.
 BU2064
 BU2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6952406566(NAD 83)
 BU2064_MARKER: DD = SURVEY DISK
 BU2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2064_SP_SET: CONCRETE POST
 BU2064_STAMPING: 21-15 1991
 BU2064_MARK LOGO: ALHD  
 BU2064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2064+STABILITY: SURFACE MOTION
 BU2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2064+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1993
 BU2064
 BU2064  HISTORY     - Date     Condition        Report By
 BU2064  HISTORY     - 1991     MONUMENTED       ALHD
 BU2064  HISTORY     - 19931019 GOOD             ALHD
 BU2064
 BU2064                          STATION DESCRIPTION
 BU2064
 BU2064'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2064'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE WEST RIGHT OF WAY OF
 BU2064'FOUR LANE U.S. 29 AND U.S. 331 ON THE SOUTH END OF LUVERNE.
 BU2064'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29, U. S. 331, AND ALA
 BU2064'10 (MILE POST 55.25 ON U.S. 29 AND U.S. 331) IN LUVERNE, DRIVE SOUTH
 BU2064'ON U.S. 29 AND U.S. 331 FOR 1.70 MI (2.74 KM) TO MILE POST 53.55 AND
 BU2064'THE STATION ON THE RIGHT.
 BU2064'THE STATION IS 21.0 FT (6.4 M) WEST OF THE WEST CONCRETE CURB OF U.S.
 BU2064'29 AND U.S. 331, 39.7 FT (12.1 M) NORTH-NORTHWEST OF A ROADWAY
 BU2064'NARROWING GRAPHIC SIGN, 43.4 FT (13.2 M) WEST OF THE CENTERLINE OF
 BU2064'U.S. 29 AND U.S. 331, 108.0 FT (32.9 M) SOUTH OF THE WEST SUPPORT
 BU2064'POLE FOR A CAUTION LIGHT, 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS
 BU2064'POST, AND SET FLUSH WITH THE GROUND.
 BU2064'STATION 21-14 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2064
 BU2064                          STATION RECOVERY (1993)
 BU2064
 BU2064'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2064'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2065 ***********************************************************************
 BU2065  DESIGNATION -  21 16
 BU2065  PID         -  BU2065
 BU2065  STATE/COUNTY-  AL/CRENSHAW
 BU2065  USGS QUAD   -  BRANTLEY (1971)
 BU2065
 BU2065                         *CURRENT SURVEY CONTROL
 BU2065  ___________________________________________________________________
 BU2065* NAD 83(1992)-  31 37 04.96697(N)    086 15 34.47370(W)     ADJUSTED  
 BU2065* NAVD 88     -       122.3    (meters)     401.     (feet)  GPS OBS   
 BU2065  ___________________________________________________________________
 BU2065  X           -     354,655.024 (meters)                     COMP
 BU2065  Y           -  -5,424,882.545 (meters)                     COMP
 BU2065  Z           -   3,324,490.192 (meters)                     COMP
 BU2065  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 BU2065  ELLIP HEIGHT-          95.61  (meters)          (07/29/02) GPS OBS
 BU2065  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BU2065
 BU2065  HORZ ORDER  -  FIRST
 BU2065  ELLP ORDER  -  FOURTH    CLASS I
 BU2065
 BU2065.The horizontal coordinates were established by GPS observations
 BU2065.and adjusted by the National Geodetic Survey in December 1992..
 BU2065
 BU2065.The orthometric height was determined by GPS observations and a
 BU2065.high-resolution geoid model.
 BU2065
 BU2065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2065
 BU2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2065
 BU2065.The ellipsoidal height was determined by GPS observations
 BU2065.and is referenced to NAD 83.
 BU2065
 BU2065.The geoid height was determined by GEOID03.
 BU2065
 BU2065;                    North         East     Units Scale Factor Converg.
 BU2065;SPC AL E     -   124,032.263   159,558.365   MT  0.99998016   -0 13 24.5
 BU2065;UTM  16      - 3,498,338.184   570,226.255   MT  0.99966082   +0 23 17.5
 BU2065
 BU2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2065!SPC AL E     -   0.99998499  x   0.99998016  =   0.99996515
 BU2065!UTM  16      -   0.99998499  x   0.99966082  =   0.99964581
 BU2065
 BU2065:                Primary Azimuth Mark                     Grid Az
 BU2065:SPC AL E     -  21 17                                    039 21 11.4
 BU2065:UTM  16      -  21 17                                    038 44 29.4
 BU2065
 BU2065|---------------------------------------------------------------------|
 BU2065| PID    Reference Object                     Distance      Geod. Az  |
 BU2065|                                                           dddmmss.s |
 BU2065| BU2066 21 17                               431.131 METERS 0390746.9 |
 BU2065|---------------------------------------------------------------------|
 BU2065
 BU2065                          SUPERSEDED SURVEY CONTROL
 BU2065
 BU2065  ELLIP H (12/04/92)   95.67   (m)                       GP(       ) 4 1
 BU2065  NAD 83(1986)-  31 37 04.97778(N)    086 15 34.47481(W) AD(       ) 1
 BU2065  NGVD 29 (12/04/92)  122.3    (m)          401.     (f) GPS OBS        
 BU2065
 BU2065.Superseded values are not recommended for survey control.
 BU2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2065.See file dsdata.txt to determine how the superseded data were derived.
 BU2065
 BU2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7022698338(NAD 83)
 BU2065_MARKER: DD = SURVEY DISK
 BU2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2065_SP_SET: CONCRETE POST
 BU2065_STAMPING: 21-16 1991
 BU2065_MARK LOGO: ALHD  
 BU2065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2065+STABILITY: SURFACE MOTION
 BU2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2065+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2065
 BU2065  HISTORY     - Date     Condition        Report By
 BU2065  HISTORY     - 1991     MONUMENTED       ALHD
 BU2065
 BU2065                          STATION DESCRIPTION
 BU2065
 BU2065'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2065'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE WEST RIGHT OF WAY OF
 BU2065'CRENSHAW COUNTY ROAD NO. 41, ABOUT 2.55 MI (4.10 KM) NORTH OF
 BU2065'BRANTLEY AND ABOUT 6.65 MI (10.70 KM) SOUTH OF LUVERNE.
 BU2065'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE
 BU2065'POST 45.75 ON U.S. 331) IN BRANTLEY, DRIVE NORTH ON U.S. 29 AND U.S.
 BU2065'331 FOR 2.30 MI (3.70 KM) TO MILE POST 48.05 AND CRENSHAW COUNTY ROAD
 BU2065'NO. 41 ON THE RIGHT, TURN RIGHT ON CRENSHAW COUNTY ROAD NO. 41 AND
 BU2065'DRIVE NORTHEAST FOR 0.50 MI (0.80 KM) TO THE STATION ON THE LEFT.
 BU2065'THE STATION IS 28.3 FT (8.6 M) WEST-NORTHWEST OF THE CENTERLINE OF
 BU2065'CRENSHAW COUNTY ROAD NO. 41, 43.0 FT (13.1 M) NORTH-NORTHEAST OF THE
 BU2065'CENTER OF A DIRT DRIVEWAY, 47.0 FT (14.3 M) SOUTHEAST OF THE
 BU2065'SOUTHEAST CORNER OF A CONCRETE BLOCK PUMP HOUSE, 54.0 FT (16.5 M)
 BU2065'SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 65.1 FT (19.8 M)
 BU2065'SOUTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 70.1 FT
 BU2065'(21.4 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 1 - 5, 71.5 FT
 BU2065'(21.8 M) NORTHEAST OF A TRANSFORMER POWER POLE, 77.1 FT (23.5 M) EAST
 BU2065'OF THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE, AND SET FLUSH WITH
 BU2065'THE GROUND.
 BU2065'STATION 21-17 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2066 ***********************************************************************
 BU2066  DESIGNATION -  21 17
 BU2066  PID         -  BU2066
 BU2066  STATE/COUNTY-  AL/CRENSHAW
 BU2066  USGS QUAD   -  BRANTLEY (1971)
 BU2066
 BU2066                         *CURRENT SURVEY CONTROL
 BU2066  ___________________________________________________________________
 BU2066* NAD 83(1992)-  31 37 15.82517(N)    086 15 24.15033(W)     ADJUSTED  
 BU2066* NAVD 88     -       123.4    (meters)     405.     (feet)  GPS OBS   
 BU2066  ___________________________________________________________________
 BU2066  X           -     354,915.145 (meters)                     COMP
 BU2066  Y           -  -5,424,690.707 (meters)                     COMP
 BU2066  Z           -   3,324,775.528 (meters)                     COMP
 BU2066  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 BU2066  ELLIP HEIGHT-          96.65  (meters)          (07/29/02) GPS OBS
 BU2066  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BU2066
 BU2066  HORZ ORDER  -  FIRST
 BU2066  ELLP ORDER  -  FOURTH    CLASS I
 BU2066
 BU2066.The horizontal coordinates were established by GPS observations
 BU2066.and adjusted by the National Geodetic Survey in December 1992..
 BU2066
 BU2066.The orthometric height was determined by GPS observations and a
 BU2066.high-resolution geoid model.
 BU2066
 BU2066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2066
 BU2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2066
 BU2066.The ellipsoidal height was determined by GPS observations
 BU2066.and is referenced to NAD 83.
 BU2066
 BU2066.The geoid height was determined by GEOID03.
 BU2066
 BU2066;                    North         East     Units Scale Factor Converg.
 BU2066;SPC AL E     -   124,365.629   159,831.740   MT  0.99997989   -0 13 19.1
 BU2066;UTM  16      - 3,498,674.342   570,495.969   MT  0.99966129   +0 23 23.0
 BU2066
 BU2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2066!SPC AL E     -   0.99998482  x   0.99997989  =   0.99996471
 BU2066!UTM  16      -   0.99998482  x   0.99966129  =   0.99964612
 BU2066
 BU2066:                Primary Azimuth Mark                     Grid Az
 BU2066:SPC AL E     -  21 16                                    219 21 11.4
 BU2066:UTM  16      -  21 16                                    218 44 29.3
 BU2066
 BU2066|---------------------------------------------------------------------|
 BU2066| PID    Reference Object                     Distance      Geod. Az  |
 BU2066|                                                           dddmmss.s |
 BU2066| BU2065 21 16                               431.131 METERS 2190752.3 |
 BU2066|---------------------------------------------------------------------|
 BU2066
 BU2066                          SUPERSEDED SURVEY CONTROL
 BU2066
 BU2066  ELLIP H (12/04/92)   96.71   (m)                       GP(       ) 4 1
 BU2066  NAD 83(1986)-  31 37 15.83598(N)    086 15 24.15143(W) AD(       ) 1
 BU2066  NGVD 29 (12/04/92)  123.4    (m)          405.     (f) GPS OBS        
 BU2066
 BU2066.Superseded values are not recommended for survey control.
 BU2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2066.See file dsdata.txt to determine how the superseded data were derived.
 BU2066
 BU2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7049698674(NAD 83)
 BU2066_MARKER: DD = SURVEY DISK
 BU2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2066_SP_SET: CONCRETE POST
 BU2066_STAMPING: 21-17 1991
 BU2066_MARK LOGO: ALHD  
 BU2066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2066+STABILITY: SURFACE MOTION
 BU2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2066+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2066
 BU2066  HISTORY     - Date     Condition        Report By
 BU2066  HISTORY     - 1991     MONUMENTED       ALHD
 BU2066
 BU2066                          STATION DESCRIPTION
 BU2066
 BU2066'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2066'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTHWEST RIGHT OF
 BU2066'WAY OF CRENSHAW COUNTY ROAD NO. 41, ABOUT 2.70 MI (4.35 KM) NORTH OF
 BU2066'BRANTLEY AND ABOUT 6.50 MI (10.46 KM) SOUTH OF LUVERNE.
 BU2066'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE
 BU2066'POST 45.75 ON U.S. 331) IN BRANTLEY, DRIVE NORTH ON U.S. 29 AND U.S.
 BU2066'331 FOR 2.30 MI (3.70 KM) TO MILE POST 48.05 AND CRENSHAW COUNTY ROAD
 BU2066'NO. 41 ON THE RIGHT, TURN RIGHT ON CRENSHAW COUNTY ROAD NO. 41 AND
 BU2066'DRIVE NORTHEAST FOR 0.75 MI (1.21 KM) TO THE STATION ON THE LEFT.
 BU2066'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A TWO STRAND ELECTRIC
 BU2066'BARBED WIRE FENCE OM OLD WOOD POSTS, 38.0 FT (11.6 M) NORTHWEST OF
 BU2066'THE CENTERLINE OF CRENSHAW COUNTY ROAD NO. 41, 45.0 FT (13.7 M)
 BU2066'NORTHEAST OF A CONCRETE RIGHT OF WAY MARKER, 54.0 FT (16.5 M)
 BU2066'NORTHEAST OF AN EIGHT-INCH FENCE CORNER POST, 97.9 FT (29.8 M)
 BU2066'WEST-NORTHWEST OF A TRANSFORMER POWER POLE ACROSS THE ROAD, 2.9 FT
 BU2066'(0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2066'GROUND.
 BU2066'STATION 21-16 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2067 ***********************************************************************
 BU2067  DESIGNATION -  21 18
 BU2067  PID         -  BU2067
 BU2067  STATE/COUNTY-  AL/CRENSHAW
 BU2067  USGS QUAD   -  BULLOCK (1968)
 BU2067
 BU2067                         *CURRENT SURVEY CONTROL
 BU2067  ___________________________________________________________________
 BU2067* NAD 83(1992)-  31 31 31.93680(N)    086 13 56.23421(W)     ADJUSTED  
 BU2067* NAVD 88     -       145.4    (meters)     477.     (feet)  GPS OBS   
 BU2067  ___________________________________________________________________
 BU2067  X           -     357,592.935 (meters)                     COMP
 BU2067  Y           -  -5,430,091.532 (meters)                     COMP
 BU2067  Z           -   3,315,763.124 (meters)                     COMP
 BU2067  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BU2067  ELLIP HEIGHT-         118.75  (meters)          (07/29/02) GPS OBS
 BU2067  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BU2067
 BU2067  HORZ ORDER  -  FIRST
 BU2067  ELLP ORDER  -  FOURTH    CLASS I
 BU2067
 BU2067.The horizontal coordinates were established by GPS observations
 BU2067.and adjusted by the National Geodetic Survey in December 1992..
 BU2067
 BU2067.The orthometric height was determined by GPS observations and a
 BU2067.high-resolution geoid model.
 BU2067
 BU2067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2067
 BU2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2067
 BU2067.The ellipsoidal height was determined by GPS observations
 BU2067.and is referenced to NAD 83.
 BU2067
 BU2067.The geoid height was determined by GEOID03.
 BU2067
 BU2067;                    North         East     Units Scale Factor Converg.
 BU2067;SPC AL E     -   113,765.516   162,110.130   MT  0.99997770   -0 12 31.0
 BU2067;UTM  16      - 3,488,102.459   572,886.490   MT  0.99966552   +0 24 05.2
 BU2067
 BU2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2067!SPC AL E     -   0.99998135  x   0.99997770  =   0.99995905
 BU2067!UTM  16      -   0.99998135  x   0.99966552  =   0.99964688
 BU2067
 BU2067                          SUPERSEDED SURVEY CONTROL
 BU2067
 BU2067  ELLIP H (12/04/92)  118.79   (m)                       GP(       ) 4 1
 BU2067  NAD 83(1986)-  31 31 31.94941(N)    086 13 56.23734(W) AD(       ) 1
 BU2067  NGVD 29 (12/04/92)  145.5    (m)          477.     (f) GPS OBS        
 BU2067
 BU2067.Superseded values are not recommended for survey control.
 BU2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2067.See file dsdata.txt to determine how the superseded data were derived.
 BU2067
 BU2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7288688102(NAD 83)
 BU2067_MARKER: DD = SURVEY DISK
 BU2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2067_SP_SET: CONCRETE POST
 BU2067_STAMPING: 21-18 1991
 BU2067_MARK LOGO: ALHD  
 BU2067_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2067+STABILITY: SURFACE MOTION
 BU2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2067+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2067
 BU2067  HISTORY     - Date     Condition        Report By
 BU2067  HISTORY     - 1991     MONUMENTED       ALHD
 BU2067
 BU2067                          STATION DESCRIPTION
 BU2067
 BU2067'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2067'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2067'ALA 141, ABOUT 4.15 MI (6.68 KM) SOUTH-SOUTHEAST OF BRANTLEY AND
 BU2067'ABOUT 8.25 MI (13.28 KM) EAST-NORTHEAST OF DOZIER.
 BU2067'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE
 BU2067'POST 45.75 ON U.S. 331) IN BRANTLEY, DRIVE SOUTH ON U.S. 331 FOR 5.25
 BU2067'MI (8.45 KM) TO MILE POST 40.50 AND ALA 141 ON THE LEFT, TURN LEFT ON
 BU2067'ALA 141 AND DRIVE SOUTHEAST FOR 0.20 MI (0.32 KM) TO THE STATION ON
 BU2067'THE RIGHT.
 BU2067'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF A TWO STRAND ELECTRIC
 BU2067'BARBED WIRE FENCE ON WOOD AND SHORT STEEL POSTS, 30.6 FT (9.3 M)
 BU2067'SOUTH-SOUTHWEST OF THE CENTERLINE OF ALA 141, 127.3 FT (38.8 M)
 BU2067'WEST-NORTHWEST OF A JUNCTION POWER POLE, 179.3 FT (54.7 M)
 BU2067'WEST-NORTHWEST OF THE SOUTH POST OF AN ELBA 16, KINSTON 23 MILEAGE
 BU2067'SIGN, 3.4 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 BU2067'FLUSH WITH THE GROUND.
 BU2067'STATION 21-19 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2068 ***********************************************************************
 BU2068  DESIGNATION -  21 19
 BU2068  PID         -  BU2068
 BU2068  STATE/COUNTY-  AL/CRENSHAW
 BU2068  USGS QUAD   -  BULLOCK (1968)
 BU2068
 BU2068                         *CURRENT SURVEY CONTROL
 BU2068  ___________________________________________________________________
 BU2068* NAD 83(1992)-  31 31 19.51938(N)    086 13 38.44178(W)     ADJUSTED  
 BU2068* NAVD 88     -       144.2    (meters)     473.     (feet)  GPS OBS   
 BU2068  ___________________________________________________________________
 BU2068  X           -     358,074.425 (meters)                     COMP
 BU2068  Y           -  -5,430,259.190 (meters)                     COMP
 BU2068  Z           -   3,315,436.486 (meters)                     COMP
 BU2068  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 BU2068  ELLIP HEIGHT-         117.56  (meters)          (07/29/02) GPS OBS
 BU2068  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BU2068
 BU2068  HORZ ORDER  -  FIRST
 BU2068  ELLP ORDER  -  FOURTH    CLASS I
 BU2068
 BU2068.The horizontal coordinates were established by GPS observations
 BU2068.and adjusted by the National Geodetic Survey in December 1992..
 BU2068
 BU2068.The orthometric height was determined by GPS observations and a
 BU2068.high-resolution geoid model.
 BU2068
 BU2068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2068
 BU2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2068
 BU2068.The ellipsoidal height was determined by GPS observations
 BU2068.and is referenced to NAD 83.
 BU2068
 BU2068.The geoid height was determined by GEOID03.
 BU2068
 BU2068;                    North         East     Units Scale Factor Converg.
 BU2068;SPC AL E     -   113,381.378   162,578.148   MT  0.99997727   -0 12 21.6
 BU2068;UTM  16      - 3,487,723.443   573,358.423   MT  0.99966637   +0 24 14.3
 BU2068
 BU2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2068!SPC AL E     -   0.99998154  x   0.99997727  =   0.99995881
 BU2068!UTM  16      -   0.99998154  x   0.99966637  =   0.99964792
 BU2068
 BU2068                          SUPERSEDED SURVEY CONTROL
 BU2068
 BU2068  ELLIP H (12/04/92)  117.61   (m)                       GP(       ) 4 1
 BU2068  NAD 83(1986)-  31 31 19.53197(N)    086 13 38.44487(W) AD(       ) 1
 BU2068  NGVD 29 (12/04/92)  144.3    (m)          473.     (f) GPS OBS        
 BU2068
 BU2068.Superseded values are not recommended for survey control.
 BU2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2068.See file dsdata.txt to determine how the superseded data were derived.
 BU2068
 BU2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7335887723(NAD 83)
 BU2068_MARKER: DD = SURVEY DISK
 BU2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2068_SP_SET: CONCRETE POST
 BU2068_STAMPING: 21-19 1991
 BU2068_MARK LOGO: ALHD  
 BU2068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2068+STABILITY: SURFACE MOTION
 BU2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2068+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2068
 BU2068  HISTORY     - Date     Condition        Report By
 BU2068  HISTORY     - 1991     MONUMENTED       ALHD
 BU2068
 BU2068                          STATION DESCRIPTION
 BU2068
 BU2068'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2068'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2068'ALA 141, ABOUT 4.50 MI (7.24 KM) SOUTH-SOUTHEAST OF BRANTLEY AND
 BU2068'ABOUT 8.55 MI (13.76 KM) EAST-NORTHEAST OF DOZIER.
 BU2068'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE
 BU2068'POST 45.75 ON U.S. 331) IN BRANTLEY, DRIVE SOUTH ON U.S. 331 FOR 5.25
 BU2068'MI (8.45 KM) TO MILE POST 40.50 AND ALA 141 ON THE LEFT, TURN LEFT ON
 BU2068'ALA 141 AND DRIVE SOUTHEAST FOR 0.60 MI (0.97 KM) TO THE STATION ON
 BU2068'THE LEFT.
 BU2068'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A TWO STRAND BARBED
 BU2068'WIRE FENCE ON TREATED WOOD POSTS, 37.7 FT (11.5 M) NORTH-NORTHEAST OF
 BU2068'THE CENTERLINE OF ALA 141, 125.4 FT (38.2 M) EAST OF A POWER POLE
 BU2068'ACROSS ALA 141, 133.9 FT (40.8 M) EAST OF THE NORTHEAST CORNER OF A
 BU2068'6-FOOT HIGH CHAIN LINK FENCE ACROSS ALA 141, 3.1 FT (0.9 M) SOUTHWEST
 BU2068'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2068'STATION 21-18 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2014 ***********************************************************************
 BU2014  DESIGNATION -  21 2
 BU2014  PID         -  BU2014
 BU2014  STATE/COUNTY-  AL/CRENSHAW
 BU2014  USGS QUAD   -  HONORAVILLE (1971)
 BU2014
 BU2014                         *CURRENT SURVEY CONTROL
 BU2014  ___________________________________________________________________
 BU2014* NAD 83(1992)-  31 50 43.08141(N)    086 25 01.79143(W)     ADJUSTED  
 BU2014* NAVD 88     -       143.6    (meters)     471.     (feet)  VERTCON   
 BU2014  ___________________________________________________________________
 BU2014  X           -     338,905.825 (meters)                     COMP
 BU2014  Y           -  -5,412,628.029 (meters)                     COMP
 BU2014  Z           -   3,345,933.301 (meters)                     COMP
 BU2014  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 BU2014  ELLIP HEIGHT-         116.53  (meters)          (07/29/02) GPS OBS
 BU2014  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BU2014
 BU2014  HORZ ORDER  -  FIRST
 BU2014  ELLP ORDER  -  FOURTH    CLASS I
 BU2014
 BU2014.The horizontal coordinates were established by GPS observations
 BU2014.and adjusted by the National Geodetic Survey in December 1992..
 BU2014
 BU2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2014
 BU2014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2014
 BU2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2014
 BU2014.The ellipsoidal height was determined by GPS observations
 BU2014.and is referenced to NAD 83.
 BU2014
 BU2014.The geoid height was determined by GEOID03.
 BU2014
 BU2014;                    North         East     Units Scale Factor Converg.
 BU2014;SPC AL E     -   149,299.348   144,741.335   MT  0.99999764   -0 18 29.0
 BU2014;UTM  16      - 3,523,436.608   555,144.605   MT  0.99963750   +0 18 27.1
 BU2014
 BU2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2014!SPC AL E     -   0.99998170  x   0.99999764  =   0.99997934
 BU2014!UTM  16      -   0.99998170  x   0.99963750  =   0.99961921
 BU2014
 BU2014:                Primary Azimuth Mark                     Grid Az
 BU2014:SPC AL E     -  21 3                                     072 52 42.4
 BU2014:UTM  16      -  21 3                                     072 15 46.3
 BU2014
 BU2014|---------------------------------------------------------------------|
 BU2014| PID    Reference Object                     Distance      Geod. Az  |
 BU2014|                                                           dddmmss.s |
 BU2014| BU2015 21 3                                426.576 METERS 0723413.4 |
 BU2014|---------------------------------------------------------------------|
 BU2014
 BU2014                          SUPERSEDED SURVEY CONTROL
 BU2014
 BU2014  ELLIP H (12/04/92)  116.61   (m)                       GP(       ) 4 1
 BU2014  NAD 83(1986)-  31 50 43.09000(N)    086 25 01.79402(W) AD(       ) 1
 BU2014  NGVD 29 (12/04/92)  143.6    (m)          471.     (f) GPS OBS        
 BU2014
 BU2014.Superseded values are not recommended for survey control.
 BU2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2014.See file dsdata.txt to determine how the superseded data were derived.
 BU2014
 BU2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5514523437(NAD 83)
 BU2014_MARKER: DD = SURVEY DISK
 BU2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2014_SP_SET: CONCRETE POST
 BU2014_STAMPING: 21-2 1989
 BU2014_MARK LOGO: ALHD  
 BU2014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2014+STABILITY: SURFACE MOTION
 BU2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2014+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1993
 BU2014
 BU2014  HISTORY     - Date     Condition        Report By
 BU2014  HISTORY     - 1989     MONUMENTED       ALHD
 BU2014  HISTORY     - 19931019 GOOD             ALHD
 BU2014
 BU2014                          STATION DESCRIPTION
 BU2014
 BU2014'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2014'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF CRENSHAW COUNTY
 BU2014'ROAD NO. 50 IN THE COMMUNITY OF HONORAVILLE WHICH IS ABOUT 15.45 KM
 BU2014'(9.60 MI) SOUTHWEST OF HIGHLAND HOME, 18.83 KM (11.70 MI) EAST OF
 BU2014'GREENVILLE, AND 20.28 KM (12.60 MI) NORTHWEST OF LUVERNE.
 BU2014'TO REACH THE STATION FROM THE JUNCTION OF CRENSHAW COUNTY ROAD NO. 11
 BU2014'AND CRENSHAW COUNTY ROAD NO. 50 IN HONORAVILLE, DRIVE WEST ON CRENSHAW
 BU2014'COUNTY ROAD NO. 50 FOR 0.08 KM (0.05 MI) TO A PAVED ROAD RIGHT AT
 BU2014'TUCKERS GROCERY, CONTINUE WEST ON CRENSHAW COUNTY ROAD NO. 50 FOR 0.80
 BU2014'KM (0.50 MI) TO A PAVED ROAD LEFT, CONTINUE WEST ON CRENSHAW COUNTY
 BU2014'ROAD NO. 50 FOR 0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.
 BU2014'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 10.67 M (35.0 FT)
 BU2014'SOUTH-SOUTHEAST OF THE CENTER LINE OF CRENSHAW COUNTY ROAD NO. 50,
 BU2014'18.41 M (60.4 FT) SOUTH-SOUTHEAST OF THE CENTER ONE OF THREE 10-INCH
 BU2014'PINE TREES ACROSS CRENSHAW COUNTY ROAD NO. 50, 32.10 M (105.3 FT)
 BU2014'SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. P 287 ACROSS CRENSHAW COUNTY
 BU2014'ROAD NO. 50, 32.95 M (108.1 FT) SOUTHEAST OF A TRANSFORMER POWER POLE
 BU2014'ACROSS CRENSHAW COUNTY ROAD NO. 50, AND 0.76 M (2.5 FT) NORTH OF A
 BU2014'CARSONITE WITNESS POST.
 BU2014'STATION 21-3 CAN BE USED AS AN AZIMUTH.
 BU2014
 BU2014                          STATION RECOVERY (1993)
 BU2014
 BU2014'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2573 ***********************************************************************
 AA2573  DESIGNATION -  21 20
 AA2573  PID         -  AA2573
 AA2573  STATE/COUNTY-  AL/CRENSHAW
 AA2573  USGS QUAD   -  MOODYS CROSSROADS (1971)
 AA2573
 AA2573                         *CURRENT SURVEY CONTROL
 AA2573  ___________________________________________________________________
 AA2573* NAD 83(1992)-  31 44 54.19421(N)    086 26 39.02405(W)     ADJUSTED  
 AA2573* NAVD 88     -       106.8    (meters)     350.     (feet)  VERTCON   
 AA2573  ___________________________________________________________________
 AA2573  X           -     336,703.541 (meters)                     COMP
 AA2573  Y           -  -5,418,407.503 (meters)                     COMP
 AA2573  Z           -   3,336,780.576 (meters)                     COMP
 AA2573  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AA2573  ELLIP HEIGHT-          79.92  (meters)          (07/29/02) GPS OBS
 AA2573  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AA2573
 AA2573  HORZ ORDER  -  FIRST
 AA2573  ELLP ORDER  -  FOURTH    CLASS I
 AA2573
 AA2573.The horizontal coordinates were established by GPS observations
 AA2573.and adjusted by the National Geodetic Survey in November 1994..
 AA2573
 AA2573.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2573
 AA2573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2573
 AA2573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2573
 AA2573.The ellipsoidal height was determined by GPS observations
 AA2573.and is referenced to NAD 83.
 AA2573
 AA2573.The geoid height was determined by GEOID03.
 AA2573
 AA2573;                    North         East     Units Scale Factor Converg.
 AA2573;SPC AL E     -   138,567.525   142,124.562   MT  1.00000129   -0 19 17.1
 AA2573;UTM  16      - 3,512,681.240   552,644.035   MT  0.99963418   +0 17 32.9
 AA2573
 AA2573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2573!SPC AL E     -   0.99998745  x   1.00000129  =   0.99998874
 AA2573!UTM  16      -   0.99998745  x   0.99963418  =   0.99962164
 AA2573
 AA2573                          SUPERSEDED SURVEY CONTROL
 AA2573
 AA2573  ELLIP H (11/30/94)   79.98   (m)                       GP(       ) 4 1
 AA2573  NGVD 29 (11/30/94)  106.8    (m)          350.     (f) GPS OBS        
 AA2573
 AA2573.Superseded values are not recommended for survey control.
 AA2573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2573.See file dsdata.txt to determine how the superseded data were derived.
 AA2573
 AA2573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5264412681(NAD 83)
 AA2573_MARKER: DD = SURVEY DISK
 AA2573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2573_SP_SET: CONCRETE POST
 AA2573_STAMPING: 21-20 1992
 AA2573_MARK LOGO: ALHD  
 AA2573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2573+STABILITY: SURFACE MOTION
 AA2573_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2573+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2573
 AA2573  HISTORY     - Date     Condition        Report By
 AA2573  HISTORY     - 1992     MONUMENTED       ALHD
 AA2573
 AA2573                          STATION DESCRIPTION
 AA2573
 AA2573'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2573'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2573'ALA 10, ABOUT 8.05 MI (12.95 KM) WEST OF RUTLEDGE AND ABOUT 11.60 MI
 AA2573'(18.67 KM) SOUTHEAST OF GREENVILLE. TO REACH THE STATION FROM THE
 AA2573'JUNCTION OF U.S. 31 AND ALA 10 (MILE POST 137.95 ON ALA 10 AND MILE
 AA2573'POST 139.30 ON U.S. 31) AT A TRAFFIC LIGHT IN GREENVILLE, DRIVE EAST
 AA2573'AND SOUTHEAST ON ALA 10 FOR 11.15 MI (17.94 KM) TO MILE POST 149.10
 AA2573'AND THE BUTLER - CRENSHAW COUNTY LINE, CONTINUE EAST ON ALA 10 FOR
 AA2573'0.10 MI (0.16 KM) TO MILE POST 149.20 AND THE STATION ON THE RIGHT.
 AA2573'THE STATION IS 3.1 FT (0.9 M) NORTH OF THE NORTHWEST FOUR BY FOUR-INCH
 AA2573'WOOD CORNER POST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE,
 AA2573'19.4 FT (5.9 M) WEST OF THE NORTHEAST FOUR BY FOUR-INCH WOOD CORNER
 AA2573'POST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE, 21.9 FT (6.7
 AA2573'M) SOUTHWEST OF THE WEST END OF AN EIGHTEEN-INCH CORREGATED METAL PIPE
 AA2573'UNDER A GRAVEL DRIVEWAY, 32.0 FT (9.8 M) WEST OF THE CENTER OF A
 AA2573'GRAVEL DRIVEWAY, 44.6 FT (13.6 M) SOUTH OF THE CENTERLINE OF ALA 10,
 AA2573'2.7 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2573'THE GROUND. STATION 7-45 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2573'STATION. NOTE - THIS STATION IS NEAR TRIANGULATION STATION PATTON 1944
 AA2573'BUT WAS NOT CONNECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2574 ***********************************************************************
 AA2574  DESIGNATION -  21 21
 AA2574  PID         -  AA2574
 AA2574  STATE/COUNTY-  AL/CRENSHAW
 AA2574  USGS QUAD   -  DANIELSVILLE (1971)
 AA2574
 AA2574                         *CURRENT SURVEY CONTROL
 AA2574  ___________________________________________________________________
 AA2574* NAD 83(1992)-  31 55 45.86393(N)    086 26 42.18879(W)     ADJUSTED  
 AA2574* NAVD 88     -       138.0    (meters)     453.     (feet)  VERTCON   
 AA2574  ___________________________________________________________________
 AA2574  X           -     335,965.458 (meters)                     COMP
 AA2574  Y           -  -5,407,870.298 (meters)                     COMP
 AA2574  Z           -   3,353,849.068 (meters)                     COMP
 AA2574  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AA2574  ELLIP HEIGHT-         110.73  (meters)          (07/29/02) GPS OBS
 AA2574  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AA2574
 AA2574  HORZ ORDER  -  FIRST
 AA2574  ELLP ORDER  -  FOURTH    CLASS I
 AA2574
 AA2574.The horizontal coordinates were established by GPS observations
 AA2574.and adjusted by the National Geodetic Survey in November 1994..
 AA2574
 AA2574.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2574
 AA2574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2574
 AA2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2574
 AA2574.The ellipsoidal height was determined by GPS observations
 AA2574.and is referenced to NAD 83.
 AA2574
 AA2574.The geoid height was determined by GEOID03.
 AA2574
 AA2574;                    North         East     Units Scale Factor Converg.
 AA2574;SPC AL E     -   158,639.851   142,154.322   MT  1.00000125   -0 19 24.7
 AA2574;UTM  16      - 3,532,745.357   552,458.249   MT  0.99963394   +0 17 36.6
 AA2574
 AA2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2574!SPC AL E     -   0.99998261  x   1.00000125  =   0.99998386
 AA2574!UTM  16      -   0.99998261  x   0.99963394  =   0.99961656
 AA2574
 AA2574:                Primary Azimuth Mark                     Grid Az
 AA2574:SPC AL E     -  7 52                                     223 05 51.3
 AA2574:UTM  16      -  7 52                                     222 28 50.0
 AA2574
 AA2574|---------------------------------------------------------------------|
 AA2574| PID    Reference Object                     Distance      Geod. Az  |
 AA2574|                                                           dddmmss.s |
 AA2574| AA2369 7 52                                450.494 METERS 2224626.6 |
 AA2574|---------------------------------------------------------------------|
 AA2574
 AA2574                          SUPERSEDED SURVEY CONTROL
 AA2574
 AA2574  ELLIP H (11/30/94)  110.80   (m)                       GP(       ) 4 1
 AA2574  NGVD 29 (11/30/94)  137.9    (m)          452.     (f) GPS OBS        
 AA2574
 AA2574.Superseded values are not recommended for survey control.
 AA2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2574.See file dsdata.txt to determine how the superseded data were derived.
 AA2574
 AA2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5245832745(NAD 83)
 AA2574_MARKER: DD = SURVEY DISK
 AA2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2574_SP_SET: CONCRETE POST
 AA2574_STAMPING: 21-21 1992
 AA2574_MARK LOGO: ALHD  
 AA2574_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2574+STABILITY: SURFACE MOTION
 AA2574_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2574+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2574
 AA2574  HISTORY     - Date     Condition        Report By
 AA2574  HISTORY     - 1992     MONUMENTED       ALHD
 AA2574
 AA2574                          STATION DESCRIPTION
 AA2574
 AA2574'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2574'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA2574'CRENSHAW COUNTY ROAD NO. 56, ABOUT 5.85 MI (9.41 KM) NORTH-NORTHWEST
 AA2574'OF HONORAVILLE AND ABOUT 12.25 MI (19.71 KM) NORTHEAST OF GREENVILLE.
 AA2574'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 10 (MILE
 AA2574'POST 139.30 ON U.S. 31 AND MILE POST 137.95 ON ALA 10) AT A TRAFFIC
 AA2574'LIGHT IN GREENVILLE, DRIVE NORTH ON U.S. 31 FOR 3.00 MI (4.83 KM) TO
 AA2574'MILE POST 142.30 AND BUTLER COUNTY ROAD NO. 62 ON THE RIGHT, TURN
 AA2574'RIGHT ON BUTLER COUNTY ROAD NO. 62 AND DRIVE EAST AND NORTHEAST FOR
 AA2574'9.20 MI (14.81 KM) TO BUTLER COUNTY ROAD NO. 56 ON THE RIGHT, TURN
 AA2574'RIGHT ON BUTLER COUNTY ROAD NO. 56 AND DRIVE EAST AND NORTHEAST FOR
 AA2574'0.95 MI (1.53 KM) TO THE BUTLER - CRENSHAW COUNTY LINE, CONTINUE NORTH
 AA2574'ON CRENSHAW COUNTY ROAD NO. 56 FOR 0.20 MI (0.32 KM) TO THE STATION ON
 AA2574'THE RIGHT. THE STATION IS 3.1 FT (0.9 M) WEST-NORTHWEST OF A HOG WIRE
 AA2574'FENCE WITH TWO STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS, 43.2
 AA2574'FT (13.2 M) EAST OF THE CENTERLINE OF CRENSHAW COUNTY ROAD NO. 56,
 AA2574'162.3 FT (49.5 M) NORTH-NORTHEAST OF TRANSFORMER POWER POLE NO. 5 12,
 AA2574'162.3 FT (49.5 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. P
 AA2574'68, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2574'FLUSH WITH THE GROUND. STATION 7-52 1992 MAY BE USED AS AN AZIMUTH FOR
 AA2574'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2575 ***********************************************************************
 AA2575  DESIGNATION -  21 22
 AA2575  PID         -  AA2575
 AA2575  STATE/COUNTY-  AL/CRENSHAW
 AA2575  USGS QUAD   -  LEON (1971)
 AA2575
 AA2575                         *CURRENT SURVEY CONTROL
 AA2575  ___________________________________________________________________
 AA2575* NAD 83(1992)-  31 36 32.86947(N)    086 25 08.70156(W)     ADJUSTED  
 AA2575* NAVD 88     -        93.2    (meters)     306.     (feet)  VERTCON   
 AA2575  ___________________________________________________________________
 AA2575  X           -     339,581.962 (meters)                     COMP
 AA2575  Y           -  -5,426,341.257 (meters)                     COMP
 AA2575  Z           -   3,323,632.983 (meters)                     COMP
 AA2575  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AA2575  ELLIP HEIGHT-          66.42  (meters)          (07/29/02) GPS OBS
 AA2575  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AA2575
 AA2575  HORZ ORDER  -  FIRST
 AA2575  ELLP ORDER  -  FOURTH    CLASS I
 AA2575
 AA2575.The horizontal coordinates were established by GPS observations
 AA2575.and adjusted by the National Geodetic Survey in November 1994..
 AA2575
 AA2575.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2575
 AA2575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2575
 AA2575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2575
 AA2575.The ellipsoidal height was determined by GPS observations
 AA2575.and is referenced to NAD 83.
 AA2575
 AA2575.The geoid height was determined by GEOID03.
 AA2575
 AA2575;                    North         East     Units Scale Factor Converg.
 AA2575;SPC AL E     -   123,113.746   144,418.868   MT  0.99999809   -0 18 25.2
 AA2575;UTM  16      - 3,497,258.493   555,102.568   MT  0.99963745   +0 18 16.1
 AA2575
 AA2575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2575!SPC AL E     -   0.99998957  x   0.99999809  =   0.99998766
 AA2575!UTM  16      -   0.99998957  x   0.99963745  =   0.99962702
 AA2575
 AA2575                          SUPERSEDED SURVEY CONTROL
 AA2575
 AA2575  ELLIP H (11/30/94)   66.46   (m)                       GP(       ) 4 1
 AA2575  NGVD 29 (11/30/94)   93.2    (m)          306.     (f) GPS OBS        
 AA2575
 AA2575.Superseded values are not recommended for survey control.
 AA2575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2575.See file dsdata.txt to determine how the superseded data were derived.
 AA2575
 AA2575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5510397258(NAD 83)
 AA2575_MARKER: DD = SURVEY DISK
 AA2575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2575_SP_SET: CONCRETE POST
 AA2575_STAMPING: 21-22 1992
 AA2575_MARK LOGO: ALHD  
 AA2575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2575+STABILITY: SURFACE MOTION
 AA2575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2575+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2575
 AA2575  HISTORY     - Date     Condition        Report By
 AA2575  HISTORY     - 1992     MONUMENTED       ALHD
 AA2575
 AA2575                          STATION DESCRIPTION
 AA2575
 AA2575'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2575'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE SOUTHWEST RIGHT OF
 AA2575'WAY OF ALA 106, ABOUT 8.35 MI (13.44 KM) NORTH-NORTHWEST OF DOZIER AND
 AA2575'ABOUT 9.70 MI (15.61 KM) WEST-NORTHWEST OF BRANTLEY. TO REACH THE
 AA2575'STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE POST 72.55 ON
 AA2575'U.S. 29 AND MILE POST 45.75 ON U.S. 331) AT A TRAFFIC LIGHT IN
 AA2575'BRANTLEY, DRIVE SOUTHWEST ON U.S. 29 FOR 2.85 MI (4.59 KM) TO MILE
 AA2575'POST 69.70 AND ALA 106 ON THE RIGHT, TURN RIGHT ON ALA 106 AND DRIVE
 AA2575'NORTHWEST, WEST, AND NORTHWEST FOR 9.00 MI (14.48 KM) TO MILE POST
 AA2575'31.85 AND THE STATION ON THE LEFT. THE STATION IS 2.8 FT (0.9 M)
 AA2575'NORTHEAST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON OLD
 AA2575'WOOD POSTS, 47.5 FT (14.5 M) SOUTHWEST OF THE CENTERLINE OF ALA 106,
 AA2575'89.8 FT (27.4 M) SOUTHWEST OF A BARRIER LINE MARKER SIGN ACROSS ALA
 AA2575'106, 142.0 FT (43.3 M) SOUTHEAST OF A FOURTY EIGHT-INCH WATER OAK TREE
 AA2575'AT THE NORTHWEST END OF THE FENCE, 3.1 FT (0.9 M) NORTHEAST OF A
 AA2575'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 21-23
 AA2575'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2576 ***********************************************************************
 AA2576  DESIGNATION -  21 23
 AA2576  PID         -  AA2576
 AA2576  STATE/COUNTY-  AL/CRENSHAW
 AA2576  USGS QUAD   -  LEON (1971)
 AA2576
 AA2576                         *CURRENT SURVEY CONTROL
 AA2576  ___________________________________________________________________
 AA2576* NAD 83(1992)-  31 36 09.38068(N)    086 24 47.95149(W)     ADJUSTED  
 AA2576* NAVD 88     -        90.1    (meters)     296.     (feet)  VERTCON   
 AA2576  ___________________________________________________________________
 AA2576  X           -     340,151.397 (meters)                     COMP
 AA2576  Y           -  -5,426,682.794 (meters)                     COMP
 AA2576  Z           -   3,323,015.179 (meters)                     COMP
 AA2576  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AA2576  ELLIP HEIGHT-          63.27  (meters)          (07/29/02) GPS OBS
 AA2576  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AA2576
 AA2576  HORZ ORDER  -  FIRST
 AA2576  ELLP ORDER  -  FOURTH    CLASS I
 AA2576
 AA2576.The horizontal coordinates were established by GPS observations
 AA2576.and adjusted by the National Geodetic Survey in November 1994..
 AA2576
 AA2576.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2576
 AA2576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2576
 AA2576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2576
 AA2576.The ellipsoidal height was determined by GPS observations
 AA2576.and is referenced to NAD 83.
 AA2576
 AA2576.The geoid height was determined by GEOID03.
 AA2576
 AA2576;                    North         East     Units Scale Factor Converg.
 AA2576;SPC AL E     -   122,387.388   144,961.969   MT  0.99999735   -0 18 14.2
 AA2576;UTM  16      - 3,496,538.230   555,653.191   MT  0.99963820   +0 18 26.8
 AA2576
 AA2576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2576!SPC AL E     -   0.99999007  x   0.99999735  =   0.99998742
 AA2576!UTM  16      -   0.99999007  x   0.99963820  =   0.99962827
 AA2576
 AA2576                          SUPERSEDED SURVEY CONTROL
 AA2576
 AA2576  ELLIP H (11/30/94)   63.32   (m)                       GP(       ) 4 1
 AA2576  NGVD 29 (11/30/94)   90.1    (m)          296.     (f) GPS OBS        
 AA2576
 AA2576.Superseded values are not recommended for survey control.
 AA2576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2576.See file dsdata.txt to determine how the superseded data were derived.
 AA2576
 AA2576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5565396538(NAD 83)
 AA2576_MARKER: DD = SURVEY DISK
 AA2576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2576_SP_SET: CONCRETE POST
 AA2576_STAMPING: 21-23 1992
 AA2576_MARK LOGO: ALHD  
 AA2576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2576+STABILITY: SURFACE MOTION
 AA2576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2576+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2576
 AA2576  HISTORY     - Date     Condition        Report By
 AA2576  HISTORY     - 1992     MONUMENTED       ALHD
 AA2576
 AA2576                          STATION DESCRIPTION
 AA2576
 AA2576'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2576'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE SOUTHWEST RIGHT OF
 AA2576'WAY OF ALA 106, ABOUT 7.80 MI (12.55 KM) NORTH-NORTHWEST OF DOZIER AND
 AA2576'ABOUT 9.25 MI (14.89 KM) WEST-NORTHWEST OF BRANTLEY. TO REACH THE
 AA2576'STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE POST 72.55 ON
 AA2576'U.S. 29 AND MILE POST 45.75 ON U.S. 331) AT A TRAFFIC LIGHT IN
 AA2576'BRANTLEY, DRIVE SOUTHWEST ON U.S. 29 FOR 2.85 MI (4.59 KM) TO MILE
 AA2576'POST 69.70 AND ALA 106 ON THE RIGHT, TURN RIGHT ON ALA 106 AND DRIVE
 AA2576'NORTHWEST, WEST, AND NORTHWEST FOR 8.45 MI (13.60 KM) TO MILE POST
 AA2576'32.40 AND THE STATION ON THE LEFT. THE STATION IS LOCATED ON A RIDGE
 AA2576'BETWEEN ALA 106 AND AN OLD SAND PIT NOW PLANTED IN PINE TREES, 56.0 FT
 AA2576'(17.1 M) SOUTHWEST OF THE CENTERLINE OF ALA 106, 103.3 FT (31.5 M)
 AA2576'SOUTHWEST OF A TELEPHONE CABLE POLE ACROSS ALA 106, 114.9 FT (35.0 M)
 AA2576'NORTHWEST OF A BARRIER LINE MARKER SIGN, 1.7 FT (0.5 M) NORTHEAST OF A
 AA2576'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 21-22
 AA2576'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2577 ***********************************************************************
 AA2577  DESIGNATION -  21 24
 AA2577  PID         -  AA2577
 AA2577  STATE/COUNTY-  AL/CRENSHAW
 AA2577  USGS QUAD   -  LEON (1971)
 AA2577
 AA2577                         *CURRENT SURVEY CONTROL
 AA2577  ___________________________________________________________________
 AA2577* NAD 83(1992)-  31 31 37.17958(N)    086 25 44.22722(W)     ADJUSTED  
 AA2577* NAVD 88     -       139.3    (meters)     457.     (feet)  VERTCON   
 AA2577  ___________________________________________________________________
 AA2577  X           -     338,946.771 (meters)                     COMP
 AA2577  Y           -  -5,431,197.330 (meters)                     COMP
 AA2577  Z           -   3,315,897.474 (meters)                     COMP
 AA2577  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA2577  ELLIP HEIGHT-         112.45  (meters)          (07/29/02) GPS OBS
 AA2577  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AA2577
 AA2577  HORZ ORDER  -  FIRST
 AA2577  ELLP ORDER  -  FOURTH    CLASS I
 AA2577
 AA2577.The horizontal coordinates were established by GPS observations
 AA2577.and adjusted by the National Geodetic Survey in November 1994..
 AA2577
 AA2577.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2577
 AA2577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2577
 AA2577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2577
 AA2577.The ellipsoidal height was determined by GPS observations
 AA2577.and is referenced to NAD 83.
 AA2577
 AA2577.The geoid height was determined by GEOID03.
 AA2577
 AA2577;                    North         East     Units Scale Factor Converg.
 AA2577;SPC AL E     -   114,011.757   143,432.904   MT  0.99999945   -0 18 41.2
 AA2577;UTM  16      - 3,488,149.808   554,214.008   MT  0.99963625   +0 17 55.0
 AA2577
 AA2577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2577!SPC AL E     -   0.99998234  x   0.99999945  =   0.99998179
 AA2577!UTM  16      -   0.99998234  x   0.99963625  =   0.99961860
 AA2577
 AA2577:                Primary Azimuth Mark                     Grid Az
 AA2577:SPC AL E     -  21 25                                    028 04 23.2
 AA2577:UTM  16      -  21 25                                    027 27 47.0
 AA2577
 AA2577|---------------------------------------------------------------------|
 AA2577| PID    Reference Object                     Distance      Geod. Az  |
 AA2577|                                                           dddmmss.s |
 AA2577| AA2578 21 25                               APPROX. 0.5 KM 0274542.0 |
 AA2577|---------------------------------------------------------------------|
 AA2577
 AA2577                          SUPERSEDED SURVEY CONTROL
 AA2577
 AA2577  ELLIP H (11/30/94)  112.49   (m)                       GP(       ) 4 1
 AA2577  NGVD 29 (11/30/94)  139.3    (m)          457.     (f) GPS OBS        
 AA2577
 AA2577.Superseded values are not recommended for survey control.
 AA2577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2577.See file dsdata.txt to determine how the superseded data were derived.
 AA2577
 AA2577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5421488150(NAD 83)
 AA2577_MARKER: DD = SURVEY DISK
 AA2577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2577_SP_SET: CONCRETE POST
 AA2577_STAMPING: 21-24 1992
 AA2577_MARK LOGO: ALHD  
 AA2577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2577+STABILITY: SURFACE MOTION
 AA2577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2577+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2577
 AA2577  HISTORY     - Date     Condition        Report By
 AA2577  HISTORY     - 1992     MONUMENTED       ALHD
 AA2577
 AA2577                          STATION DESCRIPTION
 AA2577
 AA2577'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2577'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA2577'CRENSHAW COUNTY ROAD NO. 37, ABOUT 4.25 MI (6.84 KM) NORTHWEST OF
 AA2577'DOZIER AND ABOUT 10.80 MI (17.38 KM) WEST-SOUTHWEST OF BRANTLEY. TO
 AA2577'REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE POST
 AA2577'72.55 ON U.S. 29 AND MILE POST 45.75 ON U.S. 331) AT A TRAFFIC LIGHT
 AA2577'IN BRANTLEY, DRIVE SOUTHWEST ON U.S. 29 FOR 9.30 MI (14.97 KM) TO MILE
 AA2577'POST 63.25 AND CRENSHAW COUNTY ROAD NO. 77 LEFT AND RIGHT IN DOZIER,
 AA2577'TURN RIGHT ON CRENSHAW COUNTY ROAD NO. 77 AND DRIVE NORTHWEST FOR 4.80
 AA2577'MI (7.72 KM) TO CRENSHAW COUNTY ROAD NO. 37 ON THE LEFT, TURN LEFT ON
 AA2577'CRENSHAW COUNTY ROAD NO. 37 AND DRIVE SOUTHWEST FOR 3.30 MI (5.31 KM)
 AA2577'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA2577'EAST-SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA2577'POSTS, 34.4 FT (10.5 M) WEST-NORTHWEST OF THE CENTERLINE OF CRENSHAW
 AA2577'COUNTY ROAD NO. 37, 103.0 FT (31.4 M) SOUTHWEST OF A TRANSFORMER POWER
 AA2577'POLE ACROSS THE ROAD, 173.0 FT (52.7 M) SOUTH-SOUTHWEST OF THE SOUTH
 AA2577'POST OF A CHAIN LINK GATE, 178.8 FT (54.5 M) NORTH OF THE NORTH CROSS
 AA2577'TIE POST OF A CHAIN LINK GATE ACROSS THE ROAD, 3.1 FT (0.9 M) EAST OF
 AA2577'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 21-24
 AA2577'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2578 ***********************************************************************
 AA2578  DESIGNATION -  21 25
 AA2578  PID         -  AA2578
 AA2578  STATE/COUNTY-  AL/CRENSHAW
 AA2578  USGS QUAD   -  LEON (1971)
 AA2578
 AA2578                         *CURRENT SURVEY CONTROL
 AA2578  ___________________________________________________________________
 AA2578* NAD 83(1992)-  31 31 51.95503(N)    086 25 35.14683(W)     ADJUSTED  
 AA2578* NAVD 88     -       138.0    (meters)     453.     (feet)  VERTCON   
 AA2578  ___________________________________________________________________
 AA2578  X           -     339,170.966 (meters)                     COMP
 AA2578  Y           -  -5,430,943.798 (meters)                     COMP
 AA2578  Z           -   3,316,284.709 (meters)                     COMP
 AA2578  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA2578  ELLIP HEIGHT-         111.17  (meters)          (07/29/02) GPS OBS
 AA2578  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AA2578
 AA2578  HORZ ORDER  -  FIRST
 AA2578  ELLP ORDER  -  FOURTH    CLASS I
 AA2578
 AA2578.The horizontal coordinates were established by GPS observations
 AA2578.and adjusted by the National Geodetic Survey in November 1994..
 AA2578
 AA2578.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2578
 AA2578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2578
 AA2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2578
 AA2578.The ellipsoidal height was determined by GPS observations
 AA2578.and is referenced to NAD 83.
 AA2578
 AA2578.The geoid height was determined by GEOID03.
 AA2578
 AA2578;                    North         East     Units Scale Factor Converg.
 AA2578;SPC AL E     -   114,465.528   143,674.923   MT  0.99999911   -0 18 36.6
 AA2578;UTM  16      - 3,488,605.965   554,451.095   MT  0.99963657   +0 17 59.9
 AA2578
 AA2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2578!SPC AL E     -   0.99998254  x   0.99999911  =   0.99998165
 AA2578!UTM  16      -   0.99998254  x   0.99963657  =   0.99961912
 AA2578
 AA2578:                Primary Azimuth Mark                     Grid Az
 AA2578:SPC AL E     -  21 24                                    208 04 23.3
 AA2578:UTM  16      -  21 24                                    207 27 46.8
 AA2578
 AA2578|---------------------------------------------------------------------|
 AA2578| PID    Reference Object                     Distance      Geod. Az  |
 AA2578|                                                           dddmmss.s |
 AA2578| AA2577 21 24                               APPROX. 0.5 KM 2074546.7 |
 AA2578|---------------------------------------------------------------------|
 AA2578
 AA2578                          SUPERSEDED SURVEY CONTROL
 AA2578
 AA2578  ELLIP H (11/30/94)  111.22   (m)                       GP(       ) 4 1
 AA2578  NGVD 29 (11/30/94)  138.0    (m)          453.     (f) GPS OBS        
 AA2578
 AA2578.Superseded values are not recommended for survey control.
 AA2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2578.See file dsdata.txt to determine how the superseded data were derived.
 AA2578
 AA2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5445188606(NAD 83)
 AA2578_MARKER: DD = SURVEY DISK
 AA2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2578_SP_SET: CONCRETE POST
 AA2578_STAMPING: 21-25 1992
 AA2578_MARK LOGO: ALHD  
 AA2578_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2578+STABILITY: SURFACE MOTION
 AA2578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2578+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2578
 AA2578  HISTORY     - Date     Condition        Report By
 AA2578  HISTORY     - 1992     MONUMENTED       ALHD
 AA2578
 AA2578                          STATION DESCRIPTION
 AA2578
 AA2578'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2578'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA2578'CRENSHAW COUNTY ROAD NO. 37, ABOUT 4.25 MI (6.84 KM) NORTHWEST OF
 AA2578'DOZIER AND ABOUT 10.50 MI (16.90 KM) WEST-SOUTHWEST OF BRANTLEY. TO
 AA2578'REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE POST
 AA2578'72.55 ON U.S. 29 AND MILE POST 45.75 ON U.S. 331) AT A TRAFFIC LIGHT
 AA2578'IN BRANTLEY, DRIVE SOUTHWEST ON U.S. 29 FOR 9.30 MI (14.97 KM) TO MILE
 AA2578'POST 63.25 AND CRENSHAW COUNTY ROAD NO. 77 LEFT AND RIGHT IN DOZIER,
 AA2578'TURN RIGHT ON CRENSHAW COUNTY ROAD NO. 77 AND DRIVE NORTHWEST FOR 4.80
 AA2578'MI (7.72 KM) TO CRENSHAW COUNTY ROAD NO. 37 ON THE LEFT, TURN LEFT ON
 AA2578'CRENSHAW COUNTY ROAD NO. 37 AND DRIVE SOUTHWEST FOR 2.95 MI (4.75 KM)
 AA2578'TO THE STATION ON THE RIGHT. THE STATION IS 1.6 FT (0.5 M)
 AA2578'EAST-SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA2578'POSTS, 40.7 FT (12.4 M) WEST-NORTHWEST OF THE CENTERLINE OF CRENSHAW
 AA2578'COUNTY ROAD NO. 37, 47.3 FT (14.4 M) SOUTH-SOUTHWEST OF THE SOUTH ONE
 AA2578'OF TWO CONNECTED POSTS IN THE FENCE LINE, 143.4 FT (43.7 M)
 AA2578'NORTH-NORTHEAST OF THE NORTH END OF THE WEST CONCRETE BLOCK HEADWALL
 AA2578'OF AN EIGHTEEN-INCH CORREGATED METAL PIPE UNDER CRENSHAW COUNTY ROAD
 AA2578'NO. 37, 1.6 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2578'FLUSH WITH THE GROUND. STATION 21-24 1992 MAY BE USED AS AN AZIMUTH
 AA2578'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2579 ***********************************************************************
 AA2579  DESIGNATION -  21 26
 AA2579  PID         -  AA2579
 AA2579  STATE/COUNTY-  AL/CRENSHAW
 AA2579  USGS QUAD   -  BRANTLEY (1971)
 AA2579
 AA2579                         *CURRENT SURVEY CONTROL
 AA2579  ___________________________________________________________________
 AA2579* NAD 83(1992)-  31 32 18.98436(N)    086 19 10.52301(W)     ADJUSTED  
 AA2579* NAVD 88     -        86.8    (meters)     285.     (feet)  VERTCON   
 AA2579  ___________________________________________________________________
 AA2579  X           -     349,266.751 (meters)                     COMP
 AA2579  Y           -  -5,429,823.862 (meters)                     COMP
 AA2579  Z           -   3,316,967.509 (meters)                     COMP
 AA2579  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA2579  ELLIP HEIGHT-          60.00  (meters)          (07/29/02) GPS OBS
 AA2579  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AA2579
 AA2579  HORZ ORDER  -  FIRST
 AA2579  ELLP ORDER  -  FOURTH    CLASS I
 AA2579
 AA2579.The horizontal coordinates were established by GPS observations
 AA2579.and adjusted by the National Geodetic Survey in November 1994..
 AA2579
 AA2579.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2579
 AA2579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2579
 AA2579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2579
 AA2579.The ellipsoidal height was determined by GPS observations
 AA2579.and is referenced to NAD 83.
 AA2579
 AA2579.The geoid height was determined by GEOID03.
 AA2579
 AA2579;                    North         East     Units Scale Factor Converg.
 AA2579;SPC AL E     -   115,248.021   153,825.100   MT  0.99998629   -0 15 15.7
 AA2579;UTM  16      - 3,489,496.201   564,588.827   MT  0.99965145   +0 21 21.3
 AA2579
 AA2579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2579!SPC AL E     -   0.99999058  x   0.99998629  =   0.99997687
 AA2579!UTM  16      -   0.99999058  x   0.99965145  =   0.99964203
 AA2579
 AA2579                          SUPERSEDED SURVEY CONTROL
 AA2579
 AA2579  ELLIP H (11/30/94)   60.05   (m)                       GP(       ) 4 1
 AA2579  NGVD 29 (11/30/94)   86.8    (m)          285.     (f) GPS OBS        
 AA2579
 AA2579.Superseded values are not recommended for survey control.
 AA2579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2579.See file dsdata.txt to determine how the superseded data were derived.
 AA2579
 AA2579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6458989496(NAD 83)
 AA2579_MARKER: DD = SURVEY DISK
 AA2579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2579_SP_SET: CONCRETE POST
 AA2579_STAMPING: 21-26 1992
 AA2579_MARK LOGO: ALHD  
 AA2579_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2579+STABILITY: SURFACE MOTION
 AA2579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2579+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2579
 AA2579  HISTORY     - Date     Condition        Report By
 AA2579  HISTORY     - 1992     MONUMENTED       ALHD
 AA2579
 AA2579                          STATION DESCRIPTION
 AA2579
 AA2579'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2579'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTHWEST RIGHT OF
 AA2579'WAY OF U.S. 29, ABOUT 4.10 MI (6.60 KM) NORTHEAST OF DOZIER AND ABOUT
 AA2579'4.75 MI (7.64 KM) SOUTHWEST OF BRANTLEY. TO REACH THE STATION FROM THE
 AA2579'JUNCTION OF U.S. 29 AND U.S. 331 (MILE POST 72.55 ON U.S. 29 AND MILE
 AA2579'POST 45.75 ON U.S. 331) AT A TRAFFIC LIGHT IN BRANTLEY, DRIVE
 AA2579'SOUTHWEST ON U.S. 29 FOR 5.05 MI (8.13 KM) TO MILE POST 67.50 AND THE
 AA2579'STATION ON THE RIGHT. THE STATION IS 2.5 FT (0.8 M) SOUTHEAST OF A
 AA2579'FOUR STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 16.0 FT
 AA2579'(4.9 M) NORTHEAST OF MAIL BOX NO. 79, 18.2 FT (5.5 M) NORTHEAST OF A
 AA2579'FIVE BY NINE-INCH WOOD FENCE CORNER POST NORTHEAST OF A DRIVEWAY, 18.4
 AA2579'FT (5.6 M) NORTHEAST OF A FOUR BY FOUR-INCH CONCRETE POST, 40.0 FT
 AA2579'(12.2 M) NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 48.4 FT (14.8
 AA2579'M) NORTHWEST OF THE CENTERLINE OF U.S. 29, 51.9 FT (15.8 M) SOUTHWEST
 AA2579'OF A TELEPHONE SERVICE POLE, 111.0 FT (33.8 M) SOUTHWEST OF A
 AA2579'TWELVE-INCH FENCE CORNER POST, 2.6 FT (0.8 M) SOUTHEAST OF A CARSONITE
 AA2579'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 21-27 1992 MAY BE
 AA2579'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2580 ***********************************************************************
 AA2580  DESIGNATION -  21 27
 AA2580  PID         -  AA2580
 AA2580  STATE/COUNTY-  AL/CRENSHAW
 AA2580  USGS QUAD   -  BRANTLEY (1971)
 AA2580
 AA2580                         *CURRENT SURVEY CONTROL
 AA2580  ___________________________________________________________________
 AA2580* NAD 83(1992)-  31 32 46.95325(N)    086 18 44.17565(W)     ADJUSTED  
 AA2580* NAVD 88     -        85.8    (meters)     281.     (feet)  GPS OBS   
 AA2580  ___________________________________________________________________
 AA2580  X           -     349,931.291 (meters)                     COMP
 AA2580  Y           -  -5,429,328.649 (meters)                     COMP
 AA2580  Z           -   3,317,701.156 (meters)                     COMP
 AA2580  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA2580  ELLIP HEIGHT-          59.01  (meters)          (08/29/05) GPS OBS
 AA2580  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 AA2580
 AA2580  HORZ ORDER  -  A
 AA2580  ELLP ORDER  -  FOURTH    CLASS I
 AA2580
 AA2580.The horizontal coordinates were established by GPS observations
 AA2580.and adjusted by the National Geodetic Survey in August 2005..
 AA2580
 AA2580.The orthometric height was determined by GPS observations and a
 AA2580.high-resolution geoid model.
 AA2580
 AA2580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2580
 AA2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2580
 AA2580.The ellipsoidal height was determined by GPS observations
 AA2580.and is referenced to NAD 83.
 AA2580
 AA2580.The geoid height was determined by GEOID03.
 AA2580
 AA2580;                    North         East     Units Scale Factor Converg.
 AA2580;SPC AL E     -   116,106.371   154,523.859   MT  0.99998550   -0 15 02.1
 AA2580;UTM  16      - 3,490,361.656   565,278.173   MT  0.99965256   +0 21 35.4
 AA2580
 AA2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2580!SPC AL E     -   0.99999073  x   0.99998550  =   0.99997623
 AA2580!UTM  16      -   0.99999073  x   0.99965256  =   0.99964330
 AA2580
 AA2580                          SUPERSEDED SURVEY CONTROL
 AA2580
 AA2580  ELLIP H (07/29/02)   58.97   (m)                       GP(       ) 4 1
 AA2580  NAD 83(1992)-  31 32 46.95413(N)    086 18 44.17575(W) AD(       ) 1
 AA2580  ELLIP H (11/30/94)   59.02   (m)                       GP(       ) 4 1
 AA2580  NGVD 29 (11/30/94)   85.8    (m)          281.     (f) GPS OBS        
 AA2580
 AA2580.Superseded values are not recommended for survey control.
 AA2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2580.See file dsdata.txt to determine how the superseded data were derived.
 AA2580
 AA2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6527890362(NAD 83)
 AA2580_MARKER: DD = SURVEY DISK
 AA2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2580_SP_SET: CONCRETE POST
 AA2580_STAMPING: 21-27 1992
 AA2580_MARK LOGO: ALHD  
 AA2580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2580+STABILITY: SURFACE MOTION
 AA2580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2580+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA2580
 AA2580  HISTORY     - Date     Condition        Report By
 AA2580  HISTORY     - 1992     MONUMENTED       ALHD
 AA2580  HISTORY     - 20040412 GOOD             ALHD
 AA2580  HISTORY     - 20040624 GOOD             LOCSUR
 AA2580
 AA2580                          STATION DESCRIPTION
 AA2580
 AA2580'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2580'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTHWEST RIGHT OF
 AA2580'WAY OF U.S. 29, ABOUT 4.85 MI (7.81 KM) NORTHEAST OF DOZIER AND ABOUT
 AA2580'4.05 MI (6.52 KM) SOUTHWEST OF BRANTLEY. TO REACH THE STATION FROM THE
 AA2580'JUNCTION OF U.S. 29 AND U.S. 331 (MILE POST 72.55 ON U.S. 29 AND MILE
 AA2580'POST 45.75 ON U.S. 331) AT A TRAFFIC LIGHT IN BRANTLEY, DRIVE
 AA2580'SOUTHWEST ON U.S. 29 FOR 4.35 MI (7.00 KM) TO MILE POST 68.20 AND THE
 AA2580'STATION ON THE RIGHT. THE STATION IS LOCATED IN FRONT OF THE CHURCH OF
 AA2580'CHRIST OF SASSER CEMETARY, 3.0 FT (0.9 M) SOUTHEAST OF A FOUR FOOT
 AA2580'CHAIN LINK FENCE AROUND THE CEMETARY, 34.4 FT (10.5 M) SOUTHWEST OF
 AA2580'THE SOUTHEAST CORNER OF THE CHAIN LINK FENCE, 55.1 FT (16.8 M)
 AA2580'NORTHWEST OF THE CENTERLINE OF U.S. 29, 90.0 FT (27.4 M) SOUTHWEST OF
 AA2580'THE SOUTHWEST CORNER OF A BRICK CHURCH OF CHRIST OF SASSER SIGN, 170.1
 AA2580'FT (51.8 M) NORTHEAST OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE,
 AA2580'3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2580'WITH THE GROUND. STATION 21-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2580'STATION.
 AA2580
 AA2580                          STATION RECOVERY (2004)
 AA2580
 AA2580'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA2580'RECOVERED IN GOOD CONDITION.
 AA2580
 AA2580                          STATION RECOVERY (2004)
 AA2580
 AA2580'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (PHL)
 AA2580'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2581 ***********************************************************************
 AA2581  DESIGNATION -  21 28
 AA2581  PID         -  AA2581
 AA2581  STATE/COUNTY-  AL/CRENSHAW
 AA2581  USGS QUAD   -  LUVERNE (1971)
 AA2581
 AA2581                         *CURRENT SURVEY CONTROL
 AA2581  ___________________________________________________________________
 AA2581* NAD 83(1992)-  31 37 35.94167(N)    086 20 10.47912(W)     ADJUSTED  
 AA2581* NAVD 88     -       121.9    (meters)     400.     (feet)  VERTCON   
 AA2581  ___________________________________________________________________
 AA2581  X           -     347,363.618 (meters)                     COMP
 AA2581  Y           -  -5,424,852.660 (meters)                     COMP
 AA2581  Z           -   3,325,302.330 (meters)                     COMP
 AA2581  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AA2581  ELLIP HEIGHT-          95.14  (meters)          (07/29/02) GPS OBS
 AA2581  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AA2581
 AA2581  HORZ ORDER  -  FIRST
 AA2581  ELLP ORDER  -  FOURTH    CLASS I
 AA2581
 AA2581.The horizontal coordinates were established by GPS observations
 AA2581.and adjusted by the National Geodetic Survey in November 1994..
 AA2581
 AA2581.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2581
 AA2581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2581
 AA2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2581
 AA2581.The ellipsoidal height was determined by GPS observations
 AA2581.and is referenced to NAD 83.
 AA2581
 AA2581.The geoid height was determined by GEOID03.
 AA2581
 AA2581;                    North         East     Units Scale Factor Converg.
 AA2581;SPC AL E     -   125,017.187   152,288.450   MT  0.99998807   -0 15 49.4
 AA2581;UTM  16      - 3,499,245.137   562,948.636   MT  0.99964887   +0 20 53.1
 AA2581
 AA2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2581!SPC AL E     -   0.99998506  x   0.99998807  =   0.99997313
 AA2581!UTM  16      -   0.99998506  x   0.99964887  =   0.99963394
 AA2581
 AA2581                          SUPERSEDED SURVEY CONTROL
 AA2581
 AA2581  ELLIP H (11/30/94)   95.19   (m)                       GP(       ) 4 1
 AA2581  NGVD 29 (11/30/94)  121.9    (m)          400.     (f) GPS OBS        
 AA2581
 AA2581.Superseded values are not recommended for survey control.
 AA2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2581.See file dsdata.txt to determine how the superseded data were derived.
 AA2581
 AA2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6294999245(NAD 83)
 AA2581_MARKER: DD = SURVEY DISK
 AA2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2581_SP_SET: CONCRETE POST
 AA2581_STAMPING: 21-28 1992
 AA2581_MARK LOGO: ALHD  
 AA2581_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2581+STABILITY: SURFACE MOTION
 AA2581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2581+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2581
 AA2581  HISTORY     - Date     Condition        Report By
 AA2581  HISTORY     - 1992     MONUMENTED       ALHD
 AA2581
 AA2581                          STATION DESCRIPTION
 AA2581
 AA2581'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2581'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2581'CRENSHAW COUNTY ROAD NO. 37, ABOUT 5.55 MI (8.93 KM) NORTHWEST OF
 AA2581'BRANTLEY AND ABOUT 7.40 MI (11.91 KM) SOUTHWEST OF LUVERNE. TO REACH
 AA2581'THE STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE POST 72.55
 AA2581'ON U.S. 29 AND MILE POST 45.75 ON U.S. 331) AT A TRAFFIC LIGHT IN
 AA2581'BRANTLEY, DRIVE SOUTHWEST ON U.S. 29 FOR 2.85 MI (4.59 KM) TO MILE
 AA2581'POST 69.70 AND ALA 106 ON THE RIGHT, TURN RIGHT ON ALA 106 AND DRIVE
 AA2581'NORTHWEST AND WEST FOR 4.60 MI (7.40 KM) TO MILE POST 36.25, CRENSHAW
 AA2581'COUNTY ROAD NO. 45 ON THE LEFT AND CRENSHAW COUNTY ROAD NO. 37 ON THE
 AA2581'RIGHT, TURN RIGHT ON CRENSHAW COUNTY ROAD NO. 37 AND DRIVE NORTH AND
 AA2581'EAST FOR 3.10 MI (4.99 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA2581'36.8 FT (11.2 M) NORTH OF THE CENTERLINE OF CRENSHAW COUNTY ROAD NO.
 AA2581'37, 42.1 FT (12.8 M) WEST OF A POWER POLE, 110.2 FT (33.6 M) SOUTHEAST
 AA2581'OF THE SOUTHEAST CORNER OF A METAL BUILDING, 121.2 FT (36.9 M)
 AA2581'SOUTHEAST OF A POWER SERVICE POLE WITH A SECURITY LIGHT, 126.4 FT
 AA2581'(38.5 M) SOUTHEAST OF THE SOUTHWEST CORNER OF A METAL BUILDING, 133.0
 AA2581'FT (40.5 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 180.2 FT (54.9 M)
 AA2581'EAST OF A TRANSFORMER POWER POLE, 2.0 FT (0.6 M) SOUTH OF A CARSONITE
 AA2581'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 21-29 1992 MAY BE
 AA2581'USED AS AN AZIMUTH FOR THIS STATION. BEFORE USING THIS STATION AT
 AA2581'NIGHT, PLEASE NOTIFY, MRS. BOBBIE OR MR. SAM CLOSE, ROUTE 1, BOX 45,
 AA2581'BRANTLEY, ALABAMA 36009, PHONE 205 - 527 - 3162.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2582 ***********************************************************************
 AA2582  DESIGNATION -  21 29
 AA2582  PID         -  AA2582
 AA2582  STATE/COUNTY-  AL/CRENSHAW
 AA2582  USGS QUAD   -  LUVERNE (1971)
 AA2582
 AA2582                         *CURRENT SURVEY CONTROL
 AA2582  ___________________________________________________________________
 AA2582* NAD 83(1992)-  31 37 33.72322(N)    086 19 48.50311(W)     ADJUSTED  
 AA2582* NAVD 88     -       119.2    (meters)     391.     (feet)  VERTCON   
 AA2582  ___________________________________________________________________
 AA2582  X           -     347,943.738 (meters)                     COMP
 AA2582  Y           -  -5,424,849.040 (meters)                     COMP
 AA2582  Z           -   3,325,242.706 (meters)                     COMP
 AA2582  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AA2582  ELLIP HEIGHT-          92.39  (meters)          (07/29/02) GPS OBS
 AA2582  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AA2582
 AA2582  HORZ ORDER  -  FIRST
 AA2582  ELLP ORDER  -  FOURTH    CLASS I
 AA2582
 AA2582.The horizontal coordinates were established by GPS observations
 AA2582.and adjusted by the National Geodetic Survey in November 1994..
 AA2582
 AA2582.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2582
 AA2582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2582
 AA2582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2582
 AA2582.The ellipsoidal height was determined by GPS observations
 AA2582.and is referenced to NAD 83.
 AA2582
 AA2582.The geoid height was determined by GEOID03.
 AA2582
 AA2582;                    North         East     Units Scale Factor Converg.
 AA2582;SPC AL E     -   124,946.210   152,867.280   MT  0.99998739   -0 15 37.9
 AA2582;UTM  16      - 3,499,180.367   563,527.995   MT  0.99964977   +0 21 04.6
 AA2582
 AA2582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2582!SPC AL E     -   0.99998549  x   0.99998739  =   0.99997288
 AA2582!UTM  16      -   0.99998549  x   0.99964977  =   0.99963527
 AA2582
 AA2582                          SUPERSEDED SURVEY CONTROL
 AA2582
 AA2582  ELLIP H (11/30/94)   92.44   (m)                       GP(       ) 4 1
 AA2582  NGVD 29 (11/30/94)  119.2    (m)          391.     (f) GPS OBS        
 AA2582
 AA2582.Superseded values are not recommended for survey control.
 AA2582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2582.See file dsdata.txt to determine how the superseded data were derived.
 AA2582
 AA2582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6352899180(NAD 83)
 AA2582_MARKER: DD = SURVEY DISK
 AA2582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2582_SP_SET: CONCRETE POST
 AA2582_STAMPING: 21-29 1992
 AA2582_MARK LOGO: ALHD  
 AA2582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2582+STABILITY: SURFACE MOTION
 AA2582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2582+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2582
 AA2582  HISTORY     - Date     Condition        Report By
 AA2582  HISTORY     - 1992     MONUMENTED       ALHD
 AA2582
 AA2582                          STATION DESCRIPTION
 AA2582
 AA2582'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2582'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2582'CRENSHAW COUNTY ROAD NO. 37, ABOUT 5.30 MI (8.53 KM) NORTHWEST OF
 AA2582'BRANTLEY AND ABOUT 7.30 MI (11.75 KM) SOUTHWEST OF LUVERNE. TO REACH
 AA2582'THE STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE POST 72.55
 AA2582'ON U.S. 29 AND MILE POST 45.75 ON U.S. 331) AT A TRAFFIC LIGHT IN
 AA2582'BRANTLEY, DRIVE SOUTHWEST ON U.S. 29 FOR 2.85 MI (4.59 KM) TO MILE
 AA2582'POST 69.70 AND ALA 106 ON THE RIGHT, TURN RIGHT ON ALA 106 AND DRIVE
 AA2582'NORTHWEST AND WEST FOR 4.60 MI (7.40 KM) TO MILE POST 36.25, CRENSHAW
 AA2582'COUNTY ROAD NO. 45 ON THE LEFT AND CRENSHAW COUNTY ROAD NO. 37 ON THE
 AA2582'RIGHT, TURN RIGHT ON CRENSHAW COUNTY ROAD NO. 37 AND DRIVE NORTH AND
 AA2582'EAST FOR 3.50 MI (5.63 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA2582'3.8 FT (1.2 M) SOUTH OF A THREE STRAND BARBED WIRE FENCE ON OLD WOOD
 AA2582'POSTS, 36.3 FT (11.1 M) NORTH OF THE CENTERLINE OF CRENSHAW COUNTY
 AA2582'ROAD NO. 37, 38.8 FT (11.8 M) EAST OF THE EAST POST OF A DOUBLE RED
 AA2582'PIPE GATE, 47.5 FT (14.5 M) EAST OF THE CENTER OF A FIELD ROAD, 4.0 FT
 AA2582'(1.2 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2582'GROUND. STATION 21-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2015 ***********************************************************************
 BU2015  DESIGNATION -  21 3
 BU2015  PID         -  BU2015
 BU2015  STATE/COUNTY-  AL/CRENSHAW
 BU2015  USGS QUAD   -  HONORAVILLE (1971)
 BU2015
 BU2015                         *CURRENT SURVEY CONTROL
 BU2015  ___________________________________________________________________
 BU2015* NAD 83(1992)-  31 50 47.22950(N)    086 24 46.31166(W)     ADJUSTED  
 BU2015* NAVD 88     -       150.0    (meters)     492.     (feet)  GPS OBS   
 BU2015  ___________________________________________________________________
 BU2015  X           -     339,308.156 (meters)                     COMP
 BU2015  Y           -  -5,412,540.765 (meters)                     COMP
 BU2015  Z           -   3,346,045.240 (meters)                     COMP
 BU2015  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 BU2015  ELLIP HEIGHT-         122.98  (meters)          (07/29/02) GPS OBS
 BU2015  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BU2015
 BU2015  HORZ ORDER  -  FIRST
 BU2015  ELLP ORDER  -  FOURTH    CLASS I
 BU2015
 BU2015.The horizontal coordinates were established by GPS observations
 BU2015.and adjusted by the National Geodetic Survey in December 1992..
 BU2015
 BU2015.The orthometric height was determined by GPS observations and a
 BU2015.high-resolution geoid model.
 BU2015
 BU2015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2015
 BU2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2015
 BU2015.The ellipsoidal height was determined by GPS observations
 BU2015.and is referenced to NAD 83.
 BU2015
 BU2015.The geoid height was determined by GEOID03.
 BU2015
 BU2015;                    North         East     Units Scale Factor Converg.
 BU2015;SPC AL E     -   149,424.931   145,149.006   MT  0.99999709   -0 18 20.9
 BU2015;UTM  16      - 3,523,566.518   555,550.757   MT  0.99963806   +0 18 35.3
 BU2015
 BU2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2015!SPC AL E     -   0.99998069  x   0.99999709  =   0.99997778
 BU2015!UTM  16      -   0.99998069  x   0.99963806  =   0.99961876
 BU2015
 BU2015:                Primary Azimuth Mark                     Grid Az
 BU2015:SPC AL E     -  21 2                                     252 52 42.5
 BU2015:UTM  16      -  21 2                                     252 15 46.3
 BU2015
 BU2015|---------------------------------------------------------------------|
 BU2015| PID    Reference Object                     Distance      Geod. Az  |
 BU2015|                                                           dddmmss.s |
 BU2015| BU2014 21 2                                426.576 METERS 2523421.6 |
 BU2015|---------------------------------------------------------------------|
 BU2015
 BU2015                          SUPERSEDED SURVEY CONTROL
 BU2015
 BU2015  ELLIP H (12/04/92)  123.06   (m)                       GP(       ) 4 1
 BU2015  NAD 83(1986)-  31 50 47.23805(N)    086 24 46.31425(W) AD(       ) 1
 BU2015  NGVD 29 (12/04/92)  150.0    (m)          492.     (f) GPS OBS        
 BU2015
 BU2015.Superseded values are not recommended for survey control.
 BU2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2015.See file dsdata.txt to determine how the superseded data were derived.
 BU2015
 BU2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5555123567(NAD 83)
 BU2015_MARKER: DD = SURVEY DISK
 BU2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2015_SP_SET: CONCRETE POST
 BU2015_STAMPING: 21-3 1989
 BU2015_MARK LOGO: ALHD  
 BU2015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2015+STABILITY: SURFACE MOTION
 BU2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2015+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1993
 BU2015
 BU2015  HISTORY     - Date     Condition        Report By
 BU2015  HISTORY     - 1989     MONUMENTED       ALHD
 BU2015  HISTORY     - 19910621 GOOD             ALHD
 BU2015  HISTORY     - 19931019 GOOD             ALHD
 BU2015
 BU2015                          STATION DESCRIPTION
 BU2015
 BU2015'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2015'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF CRENSHAW COUNTY
 BU2015'ROAD NO. 50 IN THE COMMUNITY OF HONORAVILLE ABOUT 14.97 KM (9.30 MI)
 BU2015'SOUTHWEST OF HIGHLAND HOME, 19.31 KM (12.00 MI) EAST OF GREENVILLE,
 BU2015'AND 20.12 KM (12.50 MI) NORTHWEST OF LUVERNE.
 BU2015'TO REACH THE STATION FROM THE JUNCTION OF CRENSHAW COUNTY ROAD NO. 11
 BU2015'AND CRENSHAW COUNTY ROAD NO. 50, DRIVE WEST ON CRENSHAW COUNTY ROAD
 BU2015'NO. 50 FOR 0.08 KM (0.05 MI) TO A PAVED ROAD RIGHT AT TUCKERS GROCERY,
 BU2015'CONTINUE WEST ON CRENSHAW COUNTY ROAD NO. 50 FOR 0.80 KM (0.50 MI) TO
 BU2015'A PAVED ROAD LEFT, CONTINUE WEST ON CRENSHAW COUNTY ROAD NO. 50 FOR
 BU2015'0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT NEAR THOMAS GROCERY.
 BU2015'THE STATION IS SET ABOUT 4-INCHES BELOW THE SURFACE AND IS 10.79 M
 BU2015'(35.4 FT) NORTH-NORTHWEST OF THE CENTER LINE OF CRENSHAW COUNTY ROAD
 BU2015'NO. 50, 37.83 M (124.1 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF BEIGE
 BU2015'FRAME THOMAS GROCERY, 35.88 M (117.7 FT) SOUTHWEST OF THE WEST ONE OF
 BU2015'TWO GAS PUMPS, 35.94 M (117.9 FT) WEST-SOUTHWEST OF A STEEL SIGN AND
 BU2015'NIGHT LIGHT POST, 29.93 M (98.2 FT) EAST-NORTHEAST OF CONCRETE RIGHT
 BU2015'OF WAY MARKER PT 361 42.5, 30.10 M (98.8 FT) EAST-NORTHEAST OF A
 BU2015'TRANSFORMER AND NIGHT LIGHT POLE, 31.36 M (102.9 FT) EAST-NORTHEAST OF
 BU2015'TELEPHONE CABLE PEDESTAL NO. P 293, 26.73 M (87.7 FT) EAST-NORTHEAST
 BU2015'OF A METAL BURIED CABLE WARNING SIGN, AND 0.94 M (3.1 FT)
 BU2015'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST.
 BU2015'STATION 21-2 CAN BE USED AS AN AZIMUTH
 BU2015
 BU2015                          STATION RECOVERY (1991)
 BU2015
 BU2015'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2015'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF CRENSHAW COUNTY
 BU2015'ROAD NO. 50 IN THE COMMUNITY OF HONORAVILLE ABOUT 14.97 KM (9.30 MI)
 BU2015'SOUTHWEST OF HIGHLAND HOME, 19.31 KM (12.00 MI) EAST OF GREENVILLE,
 BU2015'AND 20.12 KM (12.50 MI) NORTHWEST OF LUVERNE.
 BU2015'TO REACH THE STATION FROM THE JUNCTION OF CRENSHAW COUNTY ROAD NO. 11
 BU2015'AND CRENSHAW COUNTY ROAD NO. 50, DRIVE WEST ON CRENSHAW COUNTY ROAD
 BU2015'NO. 50 FOR 0.08 KM (0.05 MI) TO A PAVED ROAD RIGHT AT TUCKERS
 BU2015'GROCERY, CONTINUE WEST ON CRENSHAW COUNTY ROAD NO. 50 FOR 0.80 KM
 BU2015'(0.50 MI) TO A PAVED ROAD LEFT, CONTINUE WEST ON CRENSHAW COUNTY ROAD
 BU2015'NO. 50 FOR 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT NEAR THOMAS
 BU2015'GROCERY.
 BU2015'THE STATION IS SET ABOUT 4-INCHES BELOW THE SURFACE AND IS 10.79 M
 BU2015'(35.40 FT) NORTH-NORTHWEST OF THE CENTER LINE OF CRENSHAW COUNTY ROAD
 BU2015'NO. 50, 37.83 M (124.11 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 BU2015'BEIGE FRAME THOMAS GROCERY, 35.88 M (117.72 FT) SOUTHWEST OF THE WEST
 BU2015'ONE OF TWO GAS PUMPS, 35.94 M (117.91 FT) WEST-SOUTHWEST OF A STEEL
 BU2015'SIGN AND NIGHT LIGHT POST, 29.93 M (98.20 FT) EAST-NORTHEAST OF
 BU2015'CONCRETE RIGHT OF WAY MARKER PT 361 42.5, 30.10 M (98.75 FT)
 BU2015'EAST-NORTHEAST OF A TRANSFORMER AND NIGHT LIGHT POLE, 31.36 M
 BU2015'(102.89 FT) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. P 293,
 BU2015'26.73 M (87.70 FT) EAST-NORTHEAST OF A METAL BURIED CABLE WARNING
 BU2015'SIGN, AND 0.94 M (3.08 FT) SOUTH-SOUTHEAST OF A CARSONITE WITNESS
 BU2015'POST.
 BU2015'STATION 21-2 CAN BE USED AS AN AZIMUTH
 BU2015
 BU2015                          STATION RECOVERY (1993)
 BU2015
 BU2015'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2583 ***********************************************************************
 AA2583  DESIGNATION -  21 30
 AA2583  PID         -  AA2583
 AA2583  STATE/COUNTY-  AL/CRENSHAW
 AA2583  USGS QUAD   -  MOODYS CROSSROADS (1971)
 AA2583
 AA2583                         *CURRENT SURVEY CONTROL
 AA2583  ___________________________________________________________________
 AA2583* NAD 83(1992)-  31 41 16.03388(N)    086 22 35.13920(W)     ADJUSTED  
 AA2583* NAVD 88     -       100.6    (meters)     330.     (feet)  VERTCON   
 AA2583  ___________________________________________________________________
 AA2583  X           -     343,332.901 (meters)                     COMP
 AA2583  Y           -  -5,421,526.047 (meters)                     COMP
 AA2583  Z           -   3,331,061.404 (meters)                     COMP
 AA2583  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AA2583  ELLIP HEIGHT-          73.77  (meters)          (07/29/02) GPS OBS
 AA2583  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AA2583
 AA2583  HORZ ORDER  -  FIRST
 AA2583  ELLP ORDER  -  FOURTH    CLASS I
 AA2583
 AA2583.The horizontal coordinates were established by GPS observations
 AA2583.and adjusted by the National Geodetic Survey in November 1994..
 AA2583
 AA2583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2583
 AA2583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2583
 AA2583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2583
 AA2583.The ellipsoidal height was determined by GPS observations
 AA2583.and is referenced to NAD 83.
 AA2583
 AA2583.The geoid height was determined by GEOID03.
 AA2583
 AA2583;                    North         East     Units Scale Factor Converg.
 AA2583;SPC AL E     -   131,814.192   148,509.898   MT  0.99999269   -0 17 07.0
 AA2583;UTM  16      - 3,505,999.047   559,098.987   MT  0.99964308   +0 19 39.2
 AA2583
 AA2583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2583!SPC AL E     -   0.99998842  x   0.99999269  =   0.99998111
 AA2583!UTM  16      -   0.99998842  x   0.99964308  =   0.99963150
 AA2583
 AA2583:                Primary Azimuth Mark                     Grid Az
 AA2583:SPC AL E     -  21 31                                    014 36 40.4
 AA2583:UTM  16      -  21 31                                    013 59 54.2
 AA2583
 AA2583|---------------------------------------------------------------------|
 AA2583| PID    Reference Object                     Distance      Geod. Az  |
 AA2583|                                                           dddmmss.s |
 AA2583| AA2584 21 31                               APPROX. 0.5 KM 0141933.4 |
 AA2583|---------------------------------------------------------------------|
 AA2583
 AA2583                          SUPERSEDED SURVEY CONTROL
 AA2583
 AA2583  ELLIP H (11/30/94)   73.82   (m)                       GP(       ) 4 1
 AA2583  NGVD 29 (11/30/94)  100.6    (m)          330.     (f) GPS OBS        
 AA2583
 AA2583.Superseded values are not recommended for survey control.
 AA2583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2583.See file dsdata.txt to determine how the superseded data were derived.
 AA2583
 AA2583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5909905999(NAD 83)
 AA2583_MARKER: DD = SURVEY DISK
 AA2583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2583_SP_SET: CONCRETE POST
 AA2583_STAMPING: 21-30 1992
 AA2583_MARK LOGO: ALHD  
 AA2583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2583+STABILITY: SURFACE MOTION
 AA2583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2583+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2583
 AA2583  HISTORY     - Date     Condition        Report By
 AA2583  HISTORY     - 1992     MONUMENTED       ALHD
 AA2583
 AA2583                          STATION DESCRIPTION
 AA2583
 AA2583'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2583'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA2583'CRENSHAW COUNTY ROAD NO. 77, ABOUT 6.80 MI (10.94 KM) WEST-SOUTHWEST
 AA2583'OF LUVERNE AND ABOUT 10.00 MI (16.09 KM) NORTHWEST OF BRANTLEY. TO
 AA2583'REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 10 WEST (MILE
 AA2583'POST 158.95 ON ALA 10 AND MILE POST 57.05 ON U.S. 331) IN RUTLEDGE,
 AA2583'DRIVE WEST ON ALA 10 FOR 3.20 MI (5.15 KM) TO MILE POST 155.75 AND
 AA2583'CRENSHAW COUNTY ROAD NO. 77 ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY
 AA2583'ROAD NO. 77 AND DRIVE SOUTHWEST FOR 4.00 MI (6.44 KM) TO THE STATION
 AA2583'ON THE LEFT. THE STATION IS LOCATED IN THE NORTHEAST CORNER OF THE
 AA2583'INTERSECTION OF CRENSHAW COUNTY ROAD NO. 77 AND A GRAVEL ROAD LEADING
 AA2583'EAST, 3.1 FT (0.9 M) NORTH-NORTHEAST OF THE EAST ONE OF THREE CONCRETE
 AA2583'WATER VALVE MARKERS, 3.1 FT (0.9 M) NORTHEAST OF THE CENTER ONE OF
 AA2583'THREE CONCRETE WATER VALVE MARKERS, 3.7 FT (1.1 M) EAST-NORTHEAST OF
 AA2583'THE WEST ONE OF THREE CONCRETE WATER VALVE MARKERS, 13.7 FT (4.2 M)
 AA2583'EAST-NORTHEAST OF A STOP SIGN, 23.0 FT (7.0 M) NORTH OF THE CENTER OF
 AA2583'A GRAVEL ROAD LEADING EAST, 40.8 FT (12.4 M) EAST OF THE CENTERLINE OF
 AA2583'CRENSHAW COUNTY ROAD NO. 77, 72.0 FT (21.9 M) EAST-NORTHEAST OF A
 AA2583'CONCRETE WATER LINE MARKER ACROSS CRENSHAW COUNTY ROAD NO. 77, 87.7 FT
 AA2583'(26.7 M) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 98 L00612
 AA2583'ACR0SS CRENSHAW COUNTY ROAD NO. 77, 108.2 FT (33.0 M) NORTHEAST OF A
 AA2583'JUNCTION POWER POLE ACROSS CRENSHAW COUNTY ROAD NO. 77, 1.9 FT (0.6 M)
 AA2583'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2583'STATION 21-31 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2584 ***********************************************************************
 AA2584  DESIGNATION -  21 31
 AA2584  PID         -  AA2584
 AA2584  STATE/COUNTY-  AL/CRENSHAW
 AA2584  USGS QUAD   -  MOODYS CROSSROADS (1971)
 AA2584
 AA2584                         *CURRENT SURVEY CONTROL
 AA2584  ___________________________________________________________________
 AA2584* NAD 83(1992)-  31 41 33.18450(N)    086 22 30.01668(W)     ADJUSTED  
 AA2584* NAVD 88     -       103.8    (meters)     341.     (feet)  VERTCON   
 AA2584  ___________________________________________________________________
 AA2584  X           -     343,450.170 (meters)                     COMP
 AA2584  Y           -  -5,421,243.296 (meters)                     COMP
 AA2584  Z           -   3,331,512.581 (meters)                     COMP
 AA2584  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AA2584  ELLIP HEIGHT-          76.98  (meters)          (07/29/02) GPS OBS
 AA2584  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AA2584
 AA2584  HORZ ORDER  -  FIRST
 AA2584  ELLP ORDER  -  FOURTH    CLASS I
 AA2584
 AA2584.The horizontal coordinates were established by GPS observations
 AA2584.and adjusted by the National Geodetic Survey in November 1994..
 AA2584
 AA2584.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2584
 AA2584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2584
 AA2584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2584
 AA2584.The ellipsoidal height was determined by GPS observations
 AA2584.and is referenced to NAD 83.
 AA2584
 AA2584.The geoid height was determined by GEOID03.
 AA2584
 AA2584;                    North         East     Units Scale Factor Converg.
 AA2584;SPC AL E     -   132,341.757   148,647.429   MT  0.99999251   -0 17 04.5
 AA2584;UTM  16      - 3,506,527.867   559,230.821   MT  0.99964327   +0 19 42.1
 AA2584
 AA2584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2584!SPC AL E     -   0.99998791  x   0.99999251  =   0.99998042
 AA2584!UTM  16      -   0.99998791  x   0.99964327  =   0.99963119
 AA2584
 AA2584:                Primary Azimuth Mark                     Grid Az
 AA2584:SPC AL E     -  21 30                                    194 36 40.6
 AA2584:UTM  16      -  21 30                                    193 59 54.0
 AA2584
 AA2584|---------------------------------------------------------------------|
 AA2584| PID    Reference Object                     Distance      Geod. Az  |
 AA2584|                                                           dddmmss.s |
 AA2584| AA2583 21 30                               APPROX. 0.5 KM 1941936.1 |
 AA2584|---------------------------------------------------------------------|
 AA2584
 AA2584                          SUPERSEDED SURVEY CONTROL
 AA2584
 AA2584  ELLIP H (11/30/94)   77.03   (m)                       GP(       ) 4 1
 AA2584  NGVD 29 (11/30/94)  103.8    (m)          341.     (f) GPS OBS        
 AA2584
 AA2584.Superseded values are not recommended for survey control.
 AA2584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2584.See file dsdata.txt to determine how the superseded data were derived.
 AA2584
 AA2584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5923106528(NAD 83)
 AA2584_MARKER: DD = SURVEY DISK
 AA2584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2584_SP_SET: CONCRETE POST
 AA2584_STAMPING: 21-31 1992
 AA2584_MARK LOGO: ALHD  
 AA2584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2584+STABILITY: SURFACE MOTION
 AA2584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2584+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2584
 AA2584  HISTORY     - Date     Condition        Report By
 AA2584  HISTORY     - 1992     MONUMENTED       ALHD
 AA2584
 AA2584                          STATION DESCRIPTION
 AA2584
 AA2584'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2584'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA2584'CRENSHAW COUNTY ROAD NO. 77, ABOUT 6.65 MI (10.70 KM) WEST-SOUTHWEST
 AA2584'OF LUVERNE AND ABOUT 10.20 MI (16.41 KM) NORTHWEST OF BRANTLEY. TO
 AA2584'REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 10 WEST (MILE
 AA2584'POST 158.95 ON ALA 10 AND MILE POST 57.05 ON U.S. 331) IN RUTLEDGE,
 AA2584'DRIVE WEST ON ALA 10 FOR 3.20 MI (5.15 KM) TO MILE POST 155.75 AND
 AA2584'CRENSHAW COUNTY ROAD NO. 77 ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY
 AA2584'ROAD NO. 77 AND DRIVE SOUTHWEST FOR 3.65 MI (5.87 KM) TO THE STATION
 AA2584'ON THE LEFT. THE STATION IS 28.7 FT (8.7 M) EAST OF THE CENTERLINE OF
 AA2584'CRENSHAW COUNTY ROAD NO. 77, 73.1 FT (22.3 M) SOUTHEAST OF TELEPHONE
 AA2584'CABLE PEDESTAL NO. 90 ACROSS THE ROAD, 149.3 FT (45.5 M)
 AA2584'SOUTH-SOUTHEAST OF A POWER POLE ACROSS THE ROAD, 1.8 FT (0.5 M) WEST
 AA2584'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2584'21-30 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2585 ***********************************************************************
 AA2585  DESIGNATION -  21 32
 AA2585  PID         -  AA2585
 AA2585  STATE/COUNTY-  AL/CRENSHAW
 AA2585  USGS QUAD   -  FULLERS CROSSROADS (1971)
 AA2585
 AA2585                         *CURRENT SURVEY CONTROL
 AA2585  ___________________________________________________________________
 AA2585* NAD 83(1992)-  31 47 03.39702(N)    086 22 10.19283(W)     ADJUSTED  
 AA2585* NAVD 88     -       129.2    (meters)     424.     (feet)  VERTCON   
 AA2585  ___________________________________________________________________
 AA2585  X           -     343,633.771 (meters)                     COMP
 AA2585  Y           -  -5,415,892.199 (meters)                     COMP
 AA2585  Z           -   3,340,175.840 (meters)                     COMP
 AA2585  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AA2585  ELLIP HEIGHT-         102.33  (meters)          (07/29/02) GPS OBS
 AA2585  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AA2585
 AA2585  HORZ ORDER  -  FIRST
 AA2585  ELLP ORDER  -  FOURTH    CLASS I
 AA2585
 AA2585.The horizontal coordinates were established by GPS observations
 AA2585.and adjusted by the National Geodetic Survey in November 1994..
 AA2585
 AA2585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2585
 AA2585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2585
 AA2585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2585
 AA2585.The ellipsoidal height was determined by GPS observations
 AA2585.and is referenced to NAD 83.
 AA2585
 AA2585.The geoid height was determined by GEOID03.
 AA2585
 AA2585;                    North         East     Units Scale Factor Converg.
 AA2585;SPC AL E     -   142,509.722   149,219.553   MT  0.99999179   -0 16 56.7
 AA2585;UTM  16      - 3,516,697.831   559,693.837   MT  0.99964395   +0 19 55.6
 AA2585
 AA2585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2585!SPC AL E     -   0.99998393  x   0.99999179  =   0.99997572
 AA2585!UTM  16      -   0.99998393  x   0.99964395  =   0.99962789
 AA2585
 AA2585:                Primary Azimuth Mark                     Grid Az
 AA2585:SPC AL E     -  21 33                                    335 59 31.2
 AA2585:UTM  16      -  21 33                                    335 22 38.9
 AA2585
 AA2585|---------------------------------------------------------------------|
 AA2585| PID    Reference Object                     Distance      Geod. Az  |
 AA2585|                                                           dddmmss.s |
 AA2585| AA2586 21 33                               APPROX. 0.5 KM 3354234.5 |
 AA2585|---------------------------------------------------------------------|
 AA2585
 AA2585                          SUPERSEDED SURVEY CONTROL
 AA2585
 AA2585  ELLIP H (11/30/94)  102.39   (m)                       GP(       ) 4 1
 AA2585  NGVD 29 (11/30/94)  129.2    (m)          424.     (f) GPS OBS        
 AA2585
 AA2585.Superseded values are not recommended for survey control.
 AA2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2585.See file dsdata.txt to determine how the superseded data were derived.
 AA2585
 AA2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5969416698(NAD 83)
 AA2585_MARKER: DD = SURVEY DISK
 AA2585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2585_SP_SET: CONCRETE POST
 AA2585_STAMPING: 21-32 1993
 AA2585_MARK LOGO: ALHD  
 AA2585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2585+STABILITY: SURFACE MOTION
 AA2585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2585+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2585
 AA2585  HISTORY     - Date     Condition        Report By
 AA2585  HISTORY     - 1993     MONUMENTED       ALHD
 AA2585
 AA2585                          STATION DESCRIPTION
 AA2585
 AA2585'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2585'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA2585'CRENSHAW COUNTY ROAD NO. 11, ABOUT 7.70 MI (12.39 KM) NORTHWEST OF
 AA2585'LUVERNE AND ABOUT 12.05 MI (19.39 KM) SOUTH-SOUTHWEST OF HIGHLAND
 AA2585'HOME. TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 10
 AA2585'WEST (MILE POST 158.95 ON ALA 10 AND MILE POST 57.05 ON U.S. 331) IN
 AA2585'RUTLEDGE, DRIVE WEST ON ALA 10 FOR 3.70 MI (5.95 KM) TO MILE POST
 AA2585'155.25 AND CRENSHAW COUNTY ROAD NO. 11 ON THE RIGHT, TURN RIGHT ON
 AA2585'CRENSHAW COUNTY ROAD NO. 11 AND DRIVE NORTH-NORTHWEST FOR 4.25 MI
 AA2585'(6.84 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M)
 AA2585'WEST OF A HOG WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 34.3 FT
 AA2585'(10.5 M) NORTH OF THE NORTH POST OF A RED PIPE GATE, 39.2 FT (11.9 M)
 AA2585'EAST OF THE CENTERLINE OF CRENSHAW COUNTY ROAD NO. 11, 59.8 FT (18.2
 AA2585'M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 87 LP2 L620, 78.4 FT (23.9 M)
 AA2585'EAST-NORTHEAST OF THE NORTH POST OF A HOG WIRE GATE ACROSS THE ROAD,
 AA2585'3.2 FT (1.0 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2585'THE GROUND. STATION 21-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2585'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2586 ***********************************************************************
 AA2586  DESIGNATION -  21 33
 AA2586  PID         -  AA2586
 AA2586  STATE/COUNTY-  AL/CRENSHAW
 AA2586  USGS QUAD   -  FULLERS CROSSROADS (1971)
 AA2586
 AA2586                         *CURRENT SURVEY CONTROL
 AA2586  ___________________________________________________________________
 AA2586* NAD 83(1992)-  31 47 19.52458(N)    086 22 18.71450(W)     ADJUSTED  
 AA2586* NAVD 88     -       123.9    (meters)     406.     (feet)  VERTCON   
 AA2586  ___________________________________________________________________
 AA2586  X           -     343,393.173 (meters)                     COMP
 AA2586  Y           -  -5,415,640.753 (meters)                     COMP
 AA2586  Z           -   3,340,595.295 (meters)                     COMP
 AA2586  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AA2586  ELLIP HEIGHT-          97.03  (meters)          (07/29/02) GPS OBS
 AA2586  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AA2586
 AA2586  HORZ ORDER  -  FIRST
 AA2586  ELLP ORDER  -  FOURTH    CLASS I
 AA2586
 AA2586.The horizontal coordinates were established by GPS observations
 AA2586.and adjusted by the National Geodetic Survey in November 1994..
 AA2586
 AA2586.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2586
 AA2586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2586
 AA2586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2586
 AA2586.The ellipsoidal height was determined by GPS observations
 AA2586.and is referenced to NAD 83.
 AA2586
 AA2586.The geoid height was determined by GEOID03.
 AA2586
 AA2586;                    North         East     Units Scale Factor Converg.
 AA2586;SPC AL E     -   143,007.562   148,997.817   MT  0.99999207   -0 17 01.3
 AA2586;UTM  16      - 3,517,193.092   559,466.853   MT  0.99964361   +0 19 51.3
 AA2586
 AA2586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2586!SPC AL E     -   0.99998476  x   0.99999207  =   0.99997683
 AA2586!UTM  16      -   0.99998476  x   0.99964361  =   0.99962838
 AA2586
 AA2586:                Primary Azimuth Mark                     Grid Az
 AA2586:SPC AL E     -  21 32                                    155 59 31.3
 AA2586:UTM  16      -  21 32                                    155 22 38.7
 AA2586
 AA2586|---------------------------------------------------------------------|
 AA2586| PID    Reference Object                     Distance      Geod. Az  |
 AA2586|                                                           dddmmss.s |
 AA2586| AA2585 21 32                               APPROX. 0.5 KM 1554230.0 |
 AA2586|---------------------------------------------------------------------|
 AA2586
 AA2586                          SUPERSEDED SURVEY CONTROL
 AA2586
 AA2586  ELLIP H (11/30/94)   97.09   (m)                       GP(       ) 4 1
 AA2586  NGVD 29 (11/30/94)  123.9    (m)          406.     (f) GPS OBS        
 AA2586
 AA2586.Superseded values are not recommended for survey control.
 AA2586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2586.See file dsdata.txt to determine how the superseded data were derived.
 AA2586
 AA2586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5946717193(NAD 83)
 AA2586_MARKER: DD = SURVEY DISK
 AA2586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2586_SP_SET: CONCRETE POST
 AA2586_STAMPING: 21-33 1993
 AA2586_MARK LOGO: ALHD  
 AA2586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2586+STABILITY: SURFACE MOTION
 AA2586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2586+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2586
 AA2586  HISTORY     - Date     Condition        Report By
 AA2586  HISTORY     - 1993     MONUMENTED       ALHD
 AA2586
 AA2586                          STATION DESCRIPTION
 AA2586
 AA2586'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2586'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2586'CRENSHAW COUNTY ROAD NO. 11, ABOUT 8.05 MI (12.95 KM) NORTHWEST OF
 AA2586'LUVERNE AND ABOUT 11.75 MI (18.91 KM) SOUTH-SOUTHWEST OF HIGHLAND
 AA2586'HOME. TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 10
 AA2586'WEST (MILE POST 158.95 ON ALA 10 AND MILE POST 57.05 ON U.S. 331) IN
 AA2586'RUTLEDGE, DRIVE WEST ON ALA 10 FOR 3.70 MI (5.95 KM) TO MILE POST
 AA2586'155.25 AND CRENSHAW COUNTY ROAD NO. 11 ON THE RIGHT, TURN RIGHT ON
 AA2586'CRENSHAW COUNTY ROAD NO. 11 AND DRIVE NORTH-NORTHWEST FOR 4.60 MI
 AA2586'(7.40 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA2586'SOUTH-SOUTHWEST OF A HOG WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS,
 AA2586'30.7 FT (9.4 M) NORTH-NORTHEAST OF THE CENTERLINE OF CRENSHAW COUNTY
 AA2586'ROAD NO. 11, 54.7 FT (16.7 M) SOUTHEAST OF THE NORTHEAST END OF A
 AA2586'CONCRETE BLOCK HEADWALL FOR A TWENTY FOUR-INCH CONCRETE PIPE UNDER
 AA2586'CRENSHAW COUNTY ROAD NO. 11, 88.5 FT (27.0 M) NORTHWEST OF A NINE-INCH
 AA2586'WOOD POST IN THE FENCE LINE, 3.0 FT (0.9 M) SOUTHWEST OF A CARSONITE
 AA2586'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 21-32 1993 MAY BE
 AA2586'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2587 ***********************************************************************
 AA2587  DESIGNATION -  21 34
 AA2587  PID         -  AA2587
 AA2587  STATE/COUNTY-  AL/CRENSHAW
 AA2587  USGS QUAD   -  DANIELSVILLE (1971)
 AA2587
 AA2587                         *CURRENT SURVEY CONTROL
 AA2587  ___________________________________________________________________
 AA2587* NAD 83(1992)-  31 54 31.62762(N)    086 22 38.95642(W)     ADJUSTED  
 AA2587* NAVD 88     -       136.2    (meters)     447.     (feet)  VERTCON   
 AA2587  ___________________________________________________________________
 AA2587  X           -     342,418.614 (meters)                     COMP
 AA2587  Y           -  -5,408,675.579 (meters)                     COMP
 AA2587  Z           -   3,351,907.341 (meters)                     COMP
 AA2587  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 AA2587  ELLIP HEIGHT-         109.13  (meters)          (07/29/02) GPS OBS
 AA2587  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AA2587
 AA2587  HORZ ORDER  -  FIRST
 AA2587  ELLP ORDER  -  FOURTH    CLASS I
 AA2587
 AA2587.The horizontal coordinates were established by GPS observations
 AA2587.and adjusted by the National Geodetic Survey in November 1994..
 AA2587
 AA2587.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2587
 AA2587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2587
 AA2587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2587
 AA2587.The ellipsoidal height was determined by GPS observations
 AA2587.and is referenced to NAD 83.
 AA2587
 AA2587.The geoid height was determined by GEOID03.
 AA2587
 AA2587;                    North         East     Units Scale Factor Converg.
 AA2587;SPC AL E     -   156,319.222   148,532.002   MT  0.99999266   -0 17 15.5
 AA2587;UTM  16      - 3,530,494.332   558,858.247   MT  0.99964272   +0 19 44.6
 AA2587
 AA2587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2587!SPC AL E     -   0.99998286  x   0.99999266  =   0.99997552
 AA2587!UTM  16      -   0.99998286  x   0.99964272  =   0.99962559
 AA2587
 AA2587:                Primary Azimuth Mark                     Grid Az
 AA2587:SPC AL E     -  21 35                                    323 58 26.1
 AA2587:UTM  16      -  21 35                                    323 21 26.0
 AA2587
 AA2587|---------------------------------------------------------------------|
 AA2587| PID    Reference Object                     Distance      Geod. Az  |
 AA2587|                                                           dddmmss.s |
 AA2587| AA2588 21 35                               APPROX. 0.5 KM 3234110.6 |
 AA2587|---------------------------------------------------------------------|
 AA2587
 AA2587                          SUPERSEDED SURVEY CONTROL
 AA2587
 AA2587  ELLIP H (11/30/94)  109.19   (m)                       GP(       ) 4 1
 AA2587  NGVD 29 (11/30/94)  136.2    (m)          447.     (f) GPS OBS        
 AA2587
 AA2587.Superseded values are not recommended for survey control.
 AA2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2587.See file dsdata.txt to determine how the superseded data were derived.
 AA2587
 AA2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5885830494(NAD 83)
 AA2587_MARKER: DD = SURVEY DISK
 AA2587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2587_SP_SET: CONCRETE POST
 AA2587_STAMPING: 21-34 1992
 AA2587_MARK LOGO: ALHD  
 AA2587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2587+STABILITY: SURFACE MOTION
 AA2587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2587+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2587
 AA2587  HISTORY     - Date     Condition        Report By
 AA2587  HISTORY     - 1992     MONUMENTED       ALHD
 AA2587
 AA2587                          STATION DESCRIPTION
 AA2587
 AA2587'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2587'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA2587'CRENSHAW COUNTY ROAD NO. 54, ABOUT 4.85 MI (7.81 KM) SOUTHWEST OF
 AA2587'HIGHLAND HOME AND 14.80 MI (23.82 KM) NORTH-NORTHWEST OF LUVERNE. TO
 AA2587'REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 97 (MILE POST
 AA2587'74.55 ON U.S. 331 AND MILE POST 0 ON ALA 97) IN HIGHLAND HOME, DRIVE
 AA2587'SOUTH ON U.S. 331 FOR 1.45 MI (2.33 KM) TO MILE POST 73.10 AND
 AA2587'CRENSHAW COUNTY ROAD NO. 68 ON THE RIGHT, TURN RIGHT ON CRENSHAW
 AA2587'COUNTY ROAD NO. 68 AND DRIVE SOUTHWEST FOR 4.95 MI (7.97 KM) TO
 AA2587'CRENSHAW COUNTY ROAD NO. 54 ON THE RIGHT, TURN RIGHT ON CRENSHAW
 AA2587'COUNTY ROAD NO. 54 AND DRIVE NORTHWEST FOR 0.35 MI (0.56 KM) TO THE
 AA2587'STATION ON THE RIGHT. THE STATION IS 40.8 FT (12.4 M) EAST-NORTHEAST
 AA2587'OF THE CENTERLINE OF CRENSHAW COUNTY ROAD NO. 54, 101.5 FT (30.9 M)
 AA2587'NORTH-NORTHEAST OF A POWER POLE ACROSS THE ROAD, 1.8 FT (0.5 M)
 AA2587'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2587'STATION 21-35 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2588 ***********************************************************************
 AA2588  DESIGNATION -  21 35
 AA2588  PID         -  AA2588
 AA2588  STATE/COUNTY-  AL/CRENSHAW
 AA2588  USGS QUAD   -  DANIELSVILLE (1971)
 AA2588
 AA2588                         *CURRENT SURVEY CONTROL
 AA2588  ___________________________________________________________________
 AA2588* NAD 83(1992)-  31 54 45.00352(N)    086 22 50.48146(W)     ADJUSTED  
 AA2588* NAVD 88     -       148.1    (meters)     486.     (feet)  VERTCON   
 AA2588  ___________________________________________________________________
 AA2588  X           -     342,103.289 (meters)                     COMP
 AA2588  Y           -  -5,408,487.375 (meters)                     COMP
 AA2588  Z           -   3,352,263.334 (meters)                     COMP
 AA2588  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AA2588  ELLIP HEIGHT-         120.96  (meters)          (07/29/02) GPS OBS
 AA2588  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AA2588
 AA2588  HORZ ORDER  -  FIRST
 AA2588  ELLP ORDER  -  FOURTH    CLASS I
 AA2588
 AA2588.The horizontal coordinates were established by GPS observations
 AA2588.and adjusted by the National Geodetic Survey in November 1994..
 AA2588
 AA2588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2588
 AA2588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2588
 AA2588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2588
 AA2588.The ellipsoidal height was determined by GPS observations
 AA2588.and is referenced to NAD 83.
 AA2588
 AA2588.The geoid height was determined by GEOID03.
 AA2588
 AA2588;                    North         East     Units Scale Factor Converg.
 AA2588;SPC AL E     -   156,732.736   148,231.279   MT  0.99999304   -0 17 21.7
 AA2588;UTM  16      - 3,530,904.441   558,553.197   MT  0.99964228   +0 19 38.6
 AA2588
 AA2588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2588!SPC AL E     -   0.99998101  x   0.99999304  =   0.99997405
 AA2588!UTM  16      -   0.99998101  x   0.99964228  =   0.99962329
 AA2588
 AA2588:                Primary Azimuth Mark                     Grid Az
 AA2588:SPC AL E     -  21 34                                    143 58 26.2
 AA2588:UTM  16      -  21 34                                    143 21 25.9
 AA2588
 AA2588|---------------------------------------------------------------------|
 AA2588| PID    Reference Object                     Distance      Geod. Az  |
 AA2588|                                                           dddmmss.s |
 AA2588| AA2587 21 34                               APPROX. 0.5 KM 1434104.5 |
 AA2588|---------------------------------------------------------------------|
 AA2588
 AA2588                          SUPERSEDED SURVEY CONTROL
 AA2588
 AA2588  ELLIP H (11/30/94)  121.02   (m)                       GP(       ) 4 1
 AA2588  NGVD 29 (11/30/94)  148.1    (m)          486.     (f) GPS OBS        
 AA2588
 AA2588.Superseded values are not recommended for survey control.
 AA2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2588.See file dsdata.txt to determine how the superseded data were derived.
 AA2588
 AA2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5855330904(NAD 83)
 AA2588_MARKER: DD = SURVEY DISK
 AA2588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2588_SP_SET: CONCRETE POST
 AA2588_STAMPING: 21-35 1992
 AA2588_MARK LOGO: ALHD  
 AA2588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2588+STABILITY: SURFACE MOTION
 AA2588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2588+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2588
 AA2588  HISTORY     - Date     Condition        Report By
 AA2588  HISTORY     - 1992     MONUMENTED       ALHD
 AA2588
 AA2588                          STATION DESCRIPTION
 AA2588
 AA2588'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2588'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTHEAST RIGHT OF
 AA2588'WAY OF CRENSHAW COUNTY ROAD NO. 54, ABOUT 4.80 MI (7.72 KM) SOUTHWEST
 AA2588'OF HIGHLAND HOME AND 15.15 MI (24.38 KM) NORTH-NORTHWEST OF LUVERNE.
 AA2588'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 97 (MILE
 AA2588'POST 74.55 ON U.S. 331 AND MILE POST 0 ON ALA 97) IN HIGHLAND HOME,
 AA2588'DRIVE SOUTH ON U.S. 331 FOR 1.45 MI (2.33 KM) TO MILE POST 73.10 AND
 AA2588'CRENSHAW COUNTY ROAD NO. 68 ON THE RIGHT, TURN RIGHT ON CRENSHAW
 AA2588'COUNTY ROAD NO. 68 AND DRIVE SOUTHWEST FOR 4.95 MI (7.97 KM) TO
 AA2588'CRENSHAW COUNTY ROAD NO. 54 ON THE RIGHT, TURN RIGHT ON CRENSHAW
 AA2588'COUNTY ROAD NO. 54 AND DRIVE NORTHWEST FOR 0.70 MI (1.13 KM) TO THE
 AA2588'STATION ON THE RIGHT. THE STATION IS 6.0 FT (1.8 M) NORTHEAST OF THE
 AA2588'CREST OF A TEN FOOT BACKSLOPE, 19.2 FT (5.9 M) EAST-SOUTHEAST OF A
 AA2588'CONCRETE RIGHT OF WAY MARKER, 55.0 FT (16.8 M) NORTHEAST OF THE
 AA2588'CENTERLINE OF CRENSHAW COUNTY ROAD NO. 54, 117.5 FT (35.8 M) SOUTHEAST
 AA2588'OF A JUNCTION POWER POLE, 1.4 FT (0.4 M) SOUTHWEST OF A CARSONITE
 AA2588'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 21-34 1992 MAY BE
 AA2588'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2589 ***********************************************************************
 AA2589  DESIGNATION -  21 36
 AA2589  PID         -  AA2589
 AA2589  STATE/COUNTY-  AL/CRENSHAW
 AA2589  USGS QUAD   -  BULLOCK (1968)
 AA2589
 AA2589                         *CURRENT SURVEY CONTROL
 AA2589  ___________________________________________________________________
 AA2589* NAD 83(1992)-  31 33 10.40770(N)    086 11 09.01871(W)     ADJUSTED  
 AA2589* NAVD 88     -       156.4    (meters)     513.     (feet)  VERTCON   
 AA2589  ___________________________________________________________________
 AA2589  X           -     361,889.994 (meters)                     COMP
 AA2589  Y           -  -5,428,226.250 (meters)                     COMP
 AA2589  Z           -   3,318,353.791 (meters)                     COMP
 AA2589  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA2589  ELLIP HEIGHT-         129.75  (meters)          (07/29/02) GPS OBS
 AA2589  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AA2589
 AA2589  HORZ ORDER  -  FIRST
 AA2589  ELLP ORDER  -  FOURTH    CLASS I
 AA2589
 AA2589.The horizontal coordinates were established by GPS observations
 AA2589.and adjusted by the National Geodetic Survey in November 1994..
 AA2589
 AA2589.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2589
 AA2589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2589
 AA2589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2589
 AA2589.The ellipsoidal height was determined by GPS observations
 AA2589.and is referenced to NAD 83.
 AA2589
 AA2589.The geoid height was determined by GEOID03.
 AA2589
 AA2589;                    North         East     Units Scale Factor Converg.
 AA2589;SPC AL E     -   116,783.165   166,531.297   MT  0.99997381   -0 11 04.1
 AA2589;UTM  16      - 3,491,166.089   577,273.920   MT  0.99967365   +0 25 33.8
 AA2589
 AA2589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2589!SPC AL E     -   0.99997963  x   0.99997381  =   0.99995344
 AA2589!UTM  16      -   0.99997963  x   0.99967365  =   0.99965328
 AA2589
 AA2589                          SUPERSEDED SURVEY CONTROL
 AA2589
 AA2589  ELLIP H (11/30/94)  129.79   (m)                       GP(       ) 4 1
 AA2589  NGVD 29 (11/30/94)  156.4    (m)          513.     (f) GPS OBS        
 AA2589
 AA2589.Superseded values are not recommended for survey control.
 AA2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2589.See file dsdata.txt to determine how the superseded data were derived.
 AA2589
 AA2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7727491166(NAD 83)
 AA2589_MARKER: DD = SURVEY DISK
 AA2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2589_SP_SET: CONCRETE POST
 AA2589_STAMPING: 21-36 1992
 AA2589_MARK LOGO: ALHD  
 AA2589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2589+STABILITY: SURFACE MOTION
 AA2589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2589+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2589
 AA2589  HISTORY     - Date     Condition        Report By
 AA2589  HISTORY     - 1992     MONUMENTED       ALHD
 AA2589
 AA2589                          STATION DESCRIPTION
 AA2589
 AA2589'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2589'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2589'A PAVED COUNTY ROAD, ABOUT 4.65 MI (7.48 KM) EAST-SOUTHEAST OF
 AA2589'BRANTLEY AND ABOUT 7.75 MI (12.47 KM) SOUTH OF GLENWOOD. TO REACH THE
 AA2589'STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE POST 45.75 ON
 AA2589'U.S. 331 AND MILE POST 72.55 ON U.S. 29) AT A TRAFFIC LIGHT IN
 AA2589'BRANTLEY, DRIVE SOUTH ON U.S. 331 FOR 2.65 MI (4.26 KM) TO MILE POST
 AA2589'43.10 AND ALA 189 ON THE LEFT, TURN LEFT ON ALA 189 AND DRIVE
 AA2589'SOUTHEAST FOR 4.30 MI (6.92 KM) TO MILE POST 28.60 AND CRENSHAW COUNTY
 AA2589'ROAD NO. 43 LEFT AND RIGHT , TURN LEFT ON CRENSHAW COUNTY ROAD NO. 43
 AA2589'AND DRIVE NORTHEAST AND NORTH FOR 2.60 MI (4.18 KM) TO A PAVED COUNTY
 AA2589'ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE WEST
 AA2589'FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.1
 AA2589'FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA2589'POSTS, 44.6 FT (13.6 M) SOUTH OF THE CENTERLINE OF THE PAVED COUNTY
 AA2589'ROAD, 136.0 FT (41.5 M) EAST-SOUTHEAST OF A WATCH FOR CHILDREN SIGN
 AA2589'ACROSS THE ROAD, 185.5 FT (56.5 M) SOUTHEAST OF A POWER POLE WITH ONE
 AA2589'GUY WIRE ACROSS THE ROAD, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS
 AA2589'POST, AND SET FLUSH WITH THE GROUND. STATION 21-37 1992 MAY BE USED AS
 AA2589'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2590 ***********************************************************************
 AA2590  DESIGNATION -  21 37
 AA2590  PID         -  AA2590
 AA2590  STATE/COUNTY-  AL/CRENSHAW
 AA2590  USGS QUAD   -  BULLOCK (1968)
 AA2590
 AA2590                         *CURRENT SURVEY CONTROL
 AA2590  ___________________________________________________________________
 AA2590* NAD 83(1992)-  31 33 14.05805(N)    086 10 48.87416(W)     ADJUSTED  
 AA2590* NAVD 88     -       158.7    (meters)     521.     (feet)  VERTCON   
 AA2590  ___________________________________________________________________
 AA2590  X           -     362,416.341 (meters)                     COMP
 AA2590  Y           -  -5,428,134.098 (meters)                     COMP
 AA2590  Z           -   3,318,450.783 (meters)                     COMP
 AA2590  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AA2590  ELLIP HEIGHT-         132.01  (meters)          (07/29/02) GPS OBS
 AA2590  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 AA2590
 AA2590  HORZ ORDER  -  FIRST
 AA2590  ELLP ORDER  -  FOURTH    CLASS I
 AA2590
 AA2590.The horizontal coordinates were established by GPS observations
 AA2590.and adjusted by the National Geodetic Survey in November 1994..
 AA2590
 AA2590.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2590
 AA2590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2590
 AA2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2590
 AA2590.The ellipsoidal height was determined by GPS observations
 AA2590.and is referenced to NAD 83.
 AA2590
 AA2590.The geoid height was determined by GEOID03.
 AA2590
 AA2590;                    North         East     Units Scale Factor Converg.
 AA2590;SPC AL E     -   116,893.894   167,062.942   MT  0.99997337   -0 10 53.5
 AA2590;UTM  16      - 3,491,282.442   577,804.196   MT  0.99967466   +0 25 44.4
 AA2590
 AA2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2590!SPC AL E     -   0.99997927  x   0.99997337  =   0.99995264
 AA2590!UTM  16      -   0.99997927  x   0.99967466  =   0.99965394
 AA2590
 AA2590                          SUPERSEDED SURVEY CONTROL
 AA2590
 AA2590  ELLIP H (11/30/94)  132.05   (m)                       GP(       ) 4 1
 AA2590  NGVD 29 (11/30/94)  158.7    (m)          521.     (f) GPS OBS        
 AA2590
 AA2590.Superseded values are not recommended for survey control.
 AA2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2590.See file dsdata.txt to determine how the superseded data were derived.
 AA2590
 AA2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7780491282(NAD 83)
 AA2590_MARKER: DD = SURVEY DISK
 AA2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2590_SP_SET: CONCRETE POST
 AA2590_STAMPING: 21-37 1992
 AA2590_MARK LOGO: ALHD  
 AA2590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2590+STABILITY: SURFACE MOTION
 AA2590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2590+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2590
 AA2590  HISTORY     - Date     Condition        Report By
 AA2590  HISTORY     - 1992     MONUMENTED       ALHD
 AA2590
 AA2590                          STATION DESCRIPTION
 AA2590
 AA2590'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2590'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2590'A PAVED COUNTY ROAD, ABOUT 4.95 MI (7.97 KM) EAST-SOUTHEAST OF
 AA2590'BRANTLEY AND ABOUT 7.60 MI (12.23 KM) SOUTH OF GLENWOOD. TO REACH THE
 AA2590'STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 331 (MILE POST 45.75 ON
 AA2590'U.S. 331 AND MILE POST 72.55 ON U.S. 29) AT A TRAFFIC LIGHT IN
 AA2590'BRANTLEY, DRIVE SOUTH ON U.S. 331 FOR 2.65 MI (4.26 KM) TO MILE POST
 AA2590'43.10 AND ALA 189 ON THE LEFT, TURN LEFT ON ALA 189 AND DRIVE
 AA2590'SOUTHEAST FOR 4.30 MI (6.92 KM) TO MILE POST 28.60 AND CRENSHAW COUNTY
 AA2590'ROAD NO. 43 LEFT AND RIGHT , TURN LEFT ON CRENSHAW COUNTY ROAD NO. 43
 AA2590'AND DRIVE NORTHEAST AND NORTH FOR 2.60 MI (4.18 KM) TO A PAVED COUNTY
 AA2590'ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE WEST
 AA2590'FOR 0.10 MI (0.16 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.1
 AA2590'FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON RED TOP, WHITE
 AA2590'STEEL POSTS, 37.0 FT (11.3 M) NORTH OF THE CENTERLINE OF THE PAVED
 AA2590'COUNTY ROAD, 62.0 FT (18.9 M) WEST OF THE EAST END OF THE FIVE STRAND
 AA2590'BARBED WIRE FENCE, 111.6 FT (34.0 M) WEST OF THE SOUTHWEST CORNER OF
 AA2590'THE SOUTH CHICKEN HOUSE, 117.9 FT (35.9 M) NORTHWEST OF A JUNCTION
 AA2590'POWER POLE ACROSS THE ROAD, 3.0 FT (0.9 M) SOUTH OF A CARSONITE
 AA2590'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 21-36 1992 MAY BE
 AA2590'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2591 ***********************************************************************
 AA2591  DESIGNATION -  21 38
 AA2591  PID         -  AA2591
 AA2591  STATE/COUNTY-  AL/CRENSHAW
 AA2591  USGS QUAD   -  GLENWOOD (1968)
 AA2591
 AA2591                         *CURRENT SURVEY CONTROL
 AA2591  ___________________________________________________________________
 AA2591* NAD 83(1992)-  31 39 42.62834(N)    086 11 26.10376(W)     ADJUSTED  
 AA2591* NAVD 88     -        92.8    (meters)     304.     (feet)  VERTCON   
 AA2591  ___________________________________________________________________
 AA2591  X           -     361,016.126 (meters)                     COMP
 AA2591  Y           -  -5,421,884.751 (meters)                     COMP
 AA2591  Z           -   3,328,608.980 (meters)                     COMP
 AA2591  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AA2591  ELLIP HEIGHT-          66.12  (meters)          (07/29/02) GPS OBS
 AA2591  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AA2591
 AA2591  HORZ ORDER  -  FIRST
 AA2591  ELLP ORDER  -  FOURTH    CLASS I
 AA2591
 AA2591.The horizontal coordinates were established by GPS observations
 AA2591.and adjusted by the National Geodetic Survey in November 1994..
 AA2591
 AA2591.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2591
 AA2591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2591
 AA2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2591
 AA2591.The ellipsoidal height was determined by GPS observations
 AA2591.and is referenced to NAD 83.
 AA2591
 AA2591.The geoid height was determined by GEOID03.
 AA2591
 AA2591;                    North         East     Units Scale Factor Converg.
 AA2591;SPC AL E     -   128,864.640   166,120.174   MT  0.99997415   -0 11 15.1
 AA2591;UTM  16      - 3,503,238.856   576,734.051   MT  0.99967262   +0 25 29.6
 AA2591
 AA2591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2591!SPC AL E     -   0.99998962  x   0.99997415  =   0.99996377
 AA2591!UTM  16      -   0.99998962  x   0.99967262  =   0.99966224
 AA2591
 AA2591:                Primary Azimuth Mark                     Grid Az
 AA2591:SPC AL E     -  21 39                                    354 28 31.8
 AA2591:UTM  16      -  21 39                                    353 51 47.1
 AA2591
 AA2591|---------------------------------------------------------------------|
 AA2591| PID    Reference Object                     Distance      Geod. Az  |
 AA2591|                                                           dddmmss.s |
 AA2591| AA2592 21 39                               401.667 METERS 3541716.7 |
 AA2591|---------------------------------------------------------------------|
 AA2591
 AA2591                          SUPERSEDED SURVEY CONTROL
 AA2591
 AA2591  ELLIP H (11/30/94)   66.17   (m)                       GP(       ) 4 1
 AA2591  NGVD 29 (11/30/94)   92.8    (m)          304.     (f) GPS OBS        
 AA2591
 AA2591.Superseded values are not recommended for survey control.
 AA2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2591.See file dsdata.txt to determine how the superseded data were derived.
 AA2591
 AA2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA7673403239(NAD 83)
 AA2591_MARKER: DD = SURVEY DISK
 AA2591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2591_SP_SET: CONCRETE POST
 AA2591_STAMPING: 21-38 1992
 AA2591_MARK LOGO: ALHD  
 AA2591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2591+STABILITY: SURFACE MOTION
 AA2591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2591+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2591
 AA2591  HISTORY     - Date     Condition        Report By
 AA2591  HISTORY     - 1992     MONUMENTED       ALHD
 AA2591
 AA2591                          STATION DESCRIPTION
 AA2591
 AA2591'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2591'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA2591'CRENSHAW COUNTY ROAD NO. 57, ABOUT 1.15 MI (1.85 KM) EAST OF GLENWOOD
 AA2591'AND ABOUT 5.70 MI (9.17 KM) SOUTHEAST OF LUVERNE. TO REACH THE STATION
 AA2591'FROM THE JUNCTION OF U.S. 29, U.S. 331, AND ALA 10 (MILE POST 55.25 ON
 AA2591'U.S. 331, MILE POST 81.95 ON U.S. 29, AND MILE POST 160.75 ON ALA 10)
 AA2591'AT A TRAFFIC LIGHT IN LUVERNE, DRIVE SOUTH ON U.S. 331 AND U.S. 29 FOR
 AA2591'0.60 MI (0.97 KM) TO MILE POST 54.65 AND CRENSHAW COUNTY ROAD NO. 6
 AA2591'(GLENWOOD RD) ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY ROAD NO. 6 AND
 AA2591'DRIVE SOUTHEAST FOR 4.85 MI (7.81 KM) TO CRENSHAW COUNTY ROAD NO. 57
 AA2591'ON THE RIGHT, TURN RIGHT ON CRENSHAW COUNTY ROAD NO. 57 AND DRIVE
 AA2591'SOUTH FOR 0.95 MI (1.53 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA2591'IS 3.2 FT (1.0 M) EAST-NORTHEAST OF A LINE OF TREATED POSTS, 11.8 FT
 AA2591'(3.6 M) SOUTH-SOUTHEAST OF THE SOUTH ONE OF TWO CONNECTED POSTS, 25.7
 AA2591'FT (7.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF CRENSHAW COUNTY ROAD
 AA2591'NO. 57, 172.5 FT (52.6 M) NORTHEAST OF THE NORTHEAST CORNER OF A GREY
 AA2591'FRAME HOUSE, 174.8 FT (53.3 M) NORTH-NORTHWEST OF TELEPHONE CABLE
 AA2591'PEDESTAL NO. 28, 3.3 FT (1.0 M) EAST OF A CARSONITE WITNESS POST, AND
 AA2591'SET FLUSH WITH THE GROUND. STATION 21-39 1992 MAY BE USED AS AN
 AA2591'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2592 ***********************************************************************
 AA2592  DESIGNATION -  21 39
 AA2592  PID         -  AA2592
 AA2592  STATE/COUNTY-  AL/CRENSHAW
 AA2592  USGS QUAD   -  GLENWOOD (1968)
 AA2592
 AA2592                         *CURRENT SURVEY CONTROL
 AA2592  ___________________________________________________________________
 AA2592* NAD 83(1992)-  31 39 55.60461(N)    086 11 27.62133(W)     ADJUSTED  
 AA2592* NAVD 88     -        96.5    (meters)     317.     (feet)  VERTCON   
 AA2592  ___________________________________________________________________
 AA2592  X           -     360,962.507 (meters)                     COMP
 AA2592  Y           -  -5,421,681.209 (meters)                     COMP
 AA2592  Z           -   3,328,951.105 (meters)                     COMP
 AA2592  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AA2592  ELLIP HEIGHT-          69.82  (meters)          (07/29/02) GPS OBS
 AA2592  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AA2592
 AA2592  HORZ ORDER  -  FIRST
 AA2592  ELLP ORDER  -  FOURTH    CLASS I
 AA2592
 AA2592.The horizontal coordinates were established by GPS observations
 AA2592.and adjusted by the National Geodetic Survey in November 1994..
 AA2592
 AA2592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2592
 AA2592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2592
 AA2592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2592
 AA2592.The ellipsoidal height was determined by GPS observations
 AA2592.and is referenced to NAD 83.
 AA2592
 AA2592.The geoid height was determined by GEOID03.
 AA2592
 AA2592;                    North         East     Units Scale Factor Converg.
 AA2592;SPC AL E     -   129,264.431   166,081.506   MT  0.99997418   -0 11 16.0
 AA2592;UTM  16      - 3,503,638.090   576,691.125   MT  0.99967254   +0 25 29.0
 AA2592
 AA2592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2592!SPC AL E     -   0.99998904  x   0.99997418  =   0.99996322
 AA2592!UTM  16      -   0.99998904  x   0.99967254  =   0.99966158
 AA2592
 AA2592:                Primary Azimuth Mark                     Grid Az
 AA2592:SPC AL E     -  21 38                                    174 28 31.9
 AA2592:UTM  16      -  21 38                                    173 51 46.9
 AA2592
 AA2592|---------------------------------------------------------------------|
 AA2592| PID    Reference Object                     Distance      Geod. Az  |
 AA2592|                                                           dddmmss.s |
 AA2592| AA2591 21 38                               401.667 METERS 1741715.9 |
 AA2592|---------------------------------------------------------------------|
 AA2592
 AA2592                          SUPERSEDED SURVEY CONTROL
 AA2592
 AA2592  ELLIP H (11/30/94)   69.87   (m)                       GP(       ) 4 1
 AA2592  NGVD 29 (11/30/94)   96.5    (m)          317.     (f) GPS OBS        
 AA2592
 AA2592.Superseded values are not recommended for survey control.
 AA2592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2592.See file dsdata.txt to determine how the superseded data were derived.
 AA2592
 AA2592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA7669103638(NAD 83)
 AA2592_MARKER: DD = SURVEY DISK
 AA2592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2592_SP_SET: CONCRETE POST
 AA2592_STAMPING: 21-39 1992
 AA2592_MARK LOGO: ALHD  
 AA2592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2592+STABILITY: SURFACE MOTION
 AA2592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2592+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2592
 AA2592  HISTORY     - Date     Condition        Report By
 AA2592  HISTORY     - 1992     MONUMENTED       ALHD
 AA2592
 AA2592                          STATION DESCRIPTION
 AA2592
 AA2592'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2592'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA2592'CRENSHAW COUNTY ROAD NO. 57, ABOUT 1.10 MI (1.77 KM) EAST OF GLENWOOD
 AA2592'AND ABOUT 5.55 MI (8.93 KM) SOUTHEAST OF LUVERNE. TO REACH THE STATION
 AA2592'FROM THE JUNCTION OF U.S. 29, U.S. 331, AND ALA 10 (MILE POST 55.25 ON
 AA2592'U.S. 331, MILE POST 81.95 ON U.S. 29, AND MILE POST 160.75 ON ALA 10)
 AA2592'AT A TRAFFIC LIGHT IN LUVERNE, DRIVE SOUTH ON U.S. 331 AND U.S. 29 FOR
 AA2592'0.60 MI (0.97 KM) TO MILE POST 54.65 AND CRENSHAW COUNTY ROAD NO. 6
 AA2592'(GLENWOOD RD) ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY ROAD NO. 6 AND
 AA2592'DRIVE SOUTHEAST FOR 4.85 MI (7.81 KM) TO CRENSHAW COUNTY ROAD NO. 57
 AA2592'ON THE RIGHT, TURN RIGHT ON CRENSHAW COUNTY ROAD NO. 57 AND DRIVE
 AA2592'SOUTH FOR 0.70 MI (1.13 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA2592'29.0 FT (8.8 M) EAST-NORTHEAST OF THE CENTERLINE OF CRENSHAW COUNTY
 AA2592'ROAD NO. 57, 65.5 FT (20.0 M) NORTHEAST OF A GRAPHIC SIDE ROAD SIGN
 AA2592'ACROSS THE ROAD, 94.3 FT (28.7 M) SOUTH OF A POWER POLE WITH ONE GUY
 AA2592'WIRE IN A FIELD, 1.5 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND
 AA2592'SET FLUSH WITH THE GROUND. STATION 21-38 1992 MAY BE USED AS AN
 AA2592'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2016 ***********************************************************************
 BU2016  DESIGNATION -  21 4
 BU2016  PID         -  BU2016
 BU2016  STATE/COUNTY-  AL/CRENSHAW
 BU2016  USGS QUAD   -  DOZIER (1971)
 BU2016
 BU2016                         *CURRENT SURVEY CONTROL
 BU2016  ___________________________________________________________________
 BU2016* NAD 83(1992)-  31 28 51.43034(N)    086 15 52.36958(W)     ADJUSTED  
 BU2016* NAVD 88     -       144.2    (meters)     473.     (feet)  VERTCON   
 BU2016  ___________________________________________________________________
 BU2016  X           -     354,703.744 (meters)                     COMP
 BU2016  Y           -  -5,432,868.649 (meters)                     COMP
 BU2016  Z           -   3,311,547.451 (meters)                     COMP
 BU2016  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 BU2016  ELLIP HEIGHT-         117.41  (meters)          (07/29/02) GPS OBS
 BU2016  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BU2016
 BU2016  HORZ ORDER  -  FIRST
 BU2016  ELLP ORDER  -  FOURTH    CLASS I
 BU2016
 BU2016.The horizontal coordinates were established by GPS observations
 BU2016.and adjusted by the National Geodetic Survey in December 1992..
 BU2016
 BU2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2016
 BU2016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2016
 BU2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2016
 BU2016.The ellipsoidal height was determined by GPS observations
 BU2016.and is referenced to NAD 83.
 BU2016
 BU2016.The geoid height was determined by GEOID03.
 BU2016
 BU2016;                    North         East     Units Scale Factor Converg.
 BU2016;SPC AL E     -   108,833.739   159,026.850   MT  0.99998070   -0 13 30.7
 BU2016;SPC AL W     -   164,835.958   717,391.022   MT  1.00010324   +0 38 42.9
 BU2016;UTM  16      - 3,483,139.725   569,856.818   MT  0.99966019   +0 23 02.7
 BU2016
 BU2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2016!SPC AL E     -   0.99998156  x   0.99998070  =   0.99996226
 BU2016!SPC AL W     -   0.99998156  x   1.00010324  =   1.00008480
 BU2016!UTM  16      -   0.99998156  x   0.99966019  =   0.99964176
 BU2016
 BU2016                          SUPERSEDED SURVEY CONTROL
 BU2016
 BU2016  ELLIP H (12/04/92)  117.46   (m)                       GP(       ) 4 1
 BU2016  NAD 83(1986)-  31 28 51.44333(N)    086 15 52.37325(W) AD(       ) 1
 BU2016  NAD 83(1986)-  31 28 51.44313(N)    086 15 52.37296(W) AD(       ) 1
 BU2016  NGVD 29 (12/04/92)  144.2    (m)          473.     (f) GPS OBS        
 BU2016
 BU2016.Superseded values are not recommended for survey control.
 BU2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2016.See file dsdata.txt to determine how the superseded data were derived.
 BU2016
 BU2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6985783140(NAD 83)
 BU2016_MARKER: DD = SURVEY DISK
 BU2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2016_SP_SET: CONCRETE POST
 BU2016_STAMPING: 21-4 1989
 BU2016_MARK LOGO: ALHD  
 BU2016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2016+STABILITY: SURFACE MOTION
 BU2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2016+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1993
 BU2016
 BU2016  HISTORY     - Date     Condition        Report By
 BU2016  HISTORY     - 1989     MONUMENTED       ALHD
 BU2016  HISTORY     - 19931019 GOOD             ALHD
 BU2016
 BU2016                          STATION DESCRIPTION
 BU2016
 BU2016'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2016'THE STATION IS LOCATED ON THE EAST RIGHT OF WAY OF UNITED STATES
 BU2016'HIGHWAY 331, ABOUT 11.27 KM (7.00 MI) SOUTH OF BRANTLEY AND 9.98 KM
 BU2016'(6.20 MI) EAST OF DOZIER.
 BU2016'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 331
 BU2016'AND ALABAMA HIGHWAY 141 ABOUT 6.60 KM (4.10 MI) SOUTH OF BRANTLEY,
 BU2016'DRIVE SOUTH ON HIGHWAY 331 FOR 6.36 KM (3.95 MI) TO MILE POST 36.60
 BU2016'AND THE STATION ON THE LEFT.
 BU2016'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 12.95 M (42.5 FT)
 BU2016'EAST OF THE CENTER LINE OF HIGHWAY 331, 35.97 M (118.0 FT)
 BU2016'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND A
 BU2016'SOUTHEAST ALABAMA GAS DISTRICT REGULATOR STATION, 36.61 M (120.1 FT)
 BU2016'EAST-SOUTHEAST OF MARKER POST NO. 24 INSIDE THE CHAIN LINK FENCE,
 BU2016'30.24 M (99.2 FT) NORTH-NORTHWEST OF A POWER POLE, AND 0.94 M
 BU2016'(3.1 FT) WEST OF A CARSONITE WITNESS POST.
 BU2016'STATION 20-5 CAN BE USED AS AN AZIMUTH.
 BU2016
 BU2016                          STATION RECOVERY (1993)
 BU2016
 BU2016'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2593 ***********************************************************************
 AA2593  DESIGNATION -  21 40
 AA2593  PID         -  AA2593
 AA2593  STATE/COUNTY-  AL/CRENSHAW
 AA2593  USGS QUAD   -  SELLERS (1985)
 AA2593
 AA2593                         *CURRENT SURVEY CONTROL
 AA2593  ___________________________________________________________________
 AA2593* NAD 83(1992)-  32 00 59.59007(N)    086 21 35.99745(W)     ADJUSTED  
 AA2593* NAVD 88     -       142.1    (meters)     466.     (feet)  VERTCON   
 AA2593  ___________________________________________________________________
 AA2593  X           -     343,668.196 (meters)                     COMP
 AA2593  Y           -  -5,402,262.421 (meters)                     COMP
 AA2593  Z           -   3,362,048.766 (meters)                     COMP
 AA2593  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AA2593  ELLIP HEIGHT-         114.85  (meters)          (07/29/02) GPS OBS
 AA2593  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AA2593
 AA2593  HORZ ORDER  -  FIRST
 AA2593  ELLP ORDER  -  FOURTH    CLASS I
 AA2593
 AA2593.The horizontal coordinates were established by GPS observations
 AA2593.and adjusted by the National Geodetic Survey in November 1994..
 AA2593
 AA2593.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2593
 AA2593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2593
 AA2593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2593
 AA2593.The ellipsoidal height was determined by GPS observations
 AA2593.and is referenced to NAD 83.
 AA2593
 AA2593.The geoid height was determined by GEOID03.
 AA2593
 AA2593;                    North         East     Units Scale Factor Converg.
 AA2593;SPC AL E     -   168,260.704   150,244.303   MT  0.99999052   -0 16 45.2
 AA2593;UTM  16      - 3,542,449.419   560,441.179   MT  0.99964505   +0 20 21.5
 AA2593
 AA2593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2593!SPC AL E     -   0.99998197  x   0.99999052  =   0.99997249
 AA2593!UTM  16      -   0.99998197  x   0.99964505  =   0.99962702
 AA2593
 AA2593:                Primary Azimuth Mark                     Grid Az
 AA2593:SPC AL E     -  21 41                                    326 50 45.2
 AA2593:UTM  16      -  21 41                                    326 13 38.5
 AA2593
 AA2593|---------------------------------------------------------------------|
 AA2593| PID    Reference Object                     Distance      Geod. Az  |
 AA2593|                                                           dddmmss.s |
 AA2593| AA2594 21 41                               430.416 METERS 3263400.0 |
 AA2593|---------------------------------------------------------------------|
 AA2593
 AA2593                          SUPERSEDED SURVEY CONTROL
 AA2593
 AA2593  ELLIP H (11/30/94)  114.92   (m)                       GP(       ) 4 1
 AA2593  NGVD 29 (11/30/94)  142.1    (m)          466.     (f) GPS OBS        
 AA2593
 AA2593.Superseded values are not recommended for survey control.
 AA2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2593.See file dsdata.txt to determine how the superseded data were derived.
 AA2593
 AA2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6044142449(NAD 83)
 AA2593_MARKER: DD = SURVEY DISK
 AA2593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2593_SP_SET: CONCRETE POST
 AA2593_STAMPING: 21-40 1993
 AA2593_MARK LOGO: ALHD  
 AA2593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2593+STABILITY: SURFACE MOTION
 AA2593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2593+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2593
 AA2593  HISTORY     - Date     Condition        Report By
 AA2593  HISTORY     - 1993     MONUMENTED       ALHD
 AA2593
 AA2593                          STATION DESCRIPTION
 AA2593
 AA2593'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2593'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE SOUTHWEST RIGHT OF
 AA2593'WAY OF ALA 97, ABOUT 2.40 MI (3.86 KM) SOUTHEAST OF CLEARVIEW AND
 AA2593'ABOUT 5.10 MI (8.21 KM) NORTHWEST OF HIGHLAND HOME. TO REACH THE
 AA2593'STATION FROM THE JUNCTION OF U.S. 331 AND ALA 97 (MILE POST 0 ON ALA
 AA2593'97 AND MILE POST 74.55 ON U.S. 331) IN HIGHLAND HOME, DRIVE NORTHWEST
 AA2593'ON ALA 97 FOR 4.75 MI (7.64 KM) TO MILE POST 4.75 AND THE STATION ON
 AA2593'THE LEFT. THE STATION IS LOCATED ON TOP OF A FIVE FOOT BACKSLOPE, 17.2
 AA2593'FT (5.2 M) NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED
 AA2593'WOOD AND STEEL POSTS, 35.3 FT (10.8 M) SOUTHWEST OF THE CENTERLINE OF
 AA2593'ALA 97, 111.0 FT (33.8 M) NORTHWEST OF THE CENTER OF A GRAVEL FIELD
 AA2593'ROAD, 2.8 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2593'FLUSH WITH THE GROUND. STATION 21-41 1993 MAY BE USED AS AN AZIMUTH
 AA2593'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2594 ***********************************************************************
 AA2594  DESIGNATION -  21 41
 AA2594  PID         -  AA2594
 AA2594  STATE/COUNTY-  AL/CRENSHAW
 AA2594  USGS QUAD   -  SELLERS (1985)
 AA2594
 AA2594                         *CURRENT SURVEY CONTROL
 AA2594  ___________________________________________________________________
 AA2594* NAD 83(1992)-  32 01 11.25137(N)    086 21 45.03413(W)     ADJUSTED  
 AA2594* NAVD 88     -       130.5    (meters)     428.     (feet)  VERTCON   
 AA2594  ___________________________________________________________________
 AA2594  X           -     343,418.810 (meters)                     COMP
 AA2594  Y           -  -5,402,077.590 (meters)                     COMP
 AA2594  Z           -   3,362,347.167 (meters)                     COMP
 AA2594  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AA2594  ELLIP HEIGHT-         103.24  (meters)          (07/29/02) GPS OBS
 AA2594  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AA2594
 AA2594  HORZ ORDER  -  FIRST
 AA2594  ELLP ORDER  -  FOURTH    CLASS I
 AA2594
 AA2594.The horizontal coordinates were established by GPS observations
 AA2594.and adjusted by the National Geodetic Survey in November 1994..
 AA2594
 AA2594.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2594
 AA2594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2594
 AA2594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2594
 AA2594.The ellipsoidal height was determined by GPS observations
 AA2594.and is referenced to NAD 83.
 AA2594
 AA2594.The geoid height was determined by GEOID03.
 AA2594
 AA2594;                    North         East     Units Scale Factor Converg.
 AA2594;SPC AL E     -   168,621.046   150,008.914   MT  0.99999081   -0 16 50.1
 AA2594;UTM  16      - 3,542,807.075   560,201.996   MT  0.99964470   +0 20 16.9
 AA2594
 AA2594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2594!SPC AL E     -   0.99998379  x   0.99999081  =   0.99997460
 AA2594!UTM  16      -   0.99998379  x   0.99964470  =   0.99962850
 AA2594
 AA2594:                Primary Azimuth Mark                     Grid Az
 AA2594:SPC AL E     -  21 40                                    146 50 45.3
 AA2594:UTM  16      -  21 40                                    146 13 38.3
 AA2594
 AA2594|---------------------------------------------------------------------|
 AA2594| PID    Reference Object                     Distance      Geod. Az  |
 AA2594|                                                           dddmmss.s |
 AA2594| AA2593 21 40                               430.416 METERS 1463355.2 |
 AA2594|---------------------------------------------------------------------|
 AA2594
 AA2594                          SUPERSEDED SURVEY CONTROL
 AA2594
 AA2594  ELLIP H (11/30/94)  103.31   (m)                       GP(       ) 4 1
 AA2594  NGVD 29 (11/30/94)  130.5    (m)          428.     (f) GPS OBS        
 AA2594
 AA2594.Superseded values are not recommended for survey control.
 AA2594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2594.See file dsdata.txt to determine how the superseded data were derived.
 AA2594
 AA2594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6020242807(NAD 83)
 AA2594_MARKER: DD = SURVEY DISK
 AA2594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2594_SP_SET: CONCRETE POST
 AA2594_STAMPING: 21-41 1993
 AA2594_MARK LOGO: ALHD  
 AA2594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2594+STABILITY: SURFACE MOTION
 AA2594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2594+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2594
 AA2594  HISTORY     - Date     Condition        Report By
 AA2594  HISTORY     - 1993     MONUMENTED       ALHD
 AA2594
 AA2594                          STATION DESCRIPTION
 AA2594
 AA2594'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2594'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTHEAST RIGHT OF
 AA2594'WAY OF ALA 97, ABOUT 2.15 MI (3.46 KM) SOUTHEAST OF CLEARVIEW AND
 AA2594'ABOUT 5.40 MI (8.69 KM) NORTHWEST OF HIGHLAND HOME. TO REACH THE
 AA2594'STATION FROM THE JUNCTION OF U.S. 331 AND ALA 97 (MILE POST 0 ON ALA
 AA2594'97 AND MILE POST 74.55 ON U.S. 331) IN HIGHLAND HOME, DRIVE NORTHWEST
 AA2594'ON ALA 97 FOR 5.00 MI (8.05 KM) TO MILE POST 5.00 AND THE STATION ON
 AA2594'THE RIGHT. THE STATION IS LOCATED ON TOP OF A SIX FOOT BACKSLOPE, 29.9
 AA2594'FT (9.1 M) EAST OF MILE POST 5, 42.8 FT (13.0 M) NORTHEAST OF THE
 AA2594'CENTERLINE OF ALA 97, 89.5 FT (27.3 M) SOUTH-SOUTHEAST OF A POWER
 AA2594'POLE, 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2594'FLUSH WITH THE GROUND. STATION 21-40 1993 MAY BE USED AS AN AZIMUTH
 AA2594'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2595 ***********************************************************************
 AA2595  DESIGNATION -  21 42
 AA2595  PID         -  AA2595
 AA2595  STATE/COUNTY-  AL/CRENSHAW
 AA2595  USGS QUAD   -  PETREY (1968)
 AA2595
 AA2595                         *CURRENT SURVEY CONTROL
 AA2595  ___________________________________________________________________
 AA2595* NAD 83(1992)-  31 50 07.33188(N)    086 12 15.96442(W)     ADJUSTED  
 AA2595* NAVD 88     -       102.6    (meters)     337.     (feet)  VERTCON   
 AA2595  ___________________________________________________________________
 AA2595  X           -     359,035.799 (meters)                     COMP
 AA2595  Y           -  -5,411,877.562 (meters)                     COMP
 AA2595  Z           -   3,344,976.386 (meters)                     COMP
 AA2595  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AA2595  ELLIP HEIGHT-          75.83  (meters)          (07/29/02) GPS OBS
 AA2595  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AA2595
 AA2595  HORZ ORDER  -  FIRST
 AA2595  ELLP ORDER  -  FOURTH    CLASS I
 AA2595
 AA2595.The horizontal coordinates were established by GPS observations
 AA2595.and adjusted by the National Geodetic Survey in November 1994..
 AA2595
 AA2595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2595
 AA2595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2595
 AA2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2595
 AA2595.The ellipsoidal height was determined by GPS observations
 AA2595.and is referenced to NAD 83.
 AA2595
 AA2595.The geoid height was determined by GEOID03.
 AA2595
 AA2595;                    North         East     Units Scale Factor Converg.
 AA2595;SPC AL E     -   148,109.724   164,872.263   MT  0.99997521   -0 11 44.7
 AA2595;UTM  16      - 3,522,463.628   575,280.448   MT  0.99966989   +0 25 10.8
 AA2595
 AA2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2595!SPC AL E     -   0.99998809  x   0.99997521  =   0.99996330
 AA2595!UTM  16      -   0.99998809  x   0.99966989  =   0.99965799
 AA2595
 AA2595                          SUPERSEDED SURVEY CONTROL
 AA2595
 AA2595  ELLIP H (11/30/94)   75.89   (m)                       GP(       ) 4 1
 AA2595  NGVD 29 (11/30/94)  102.6    (m)          337.     (f) GPS OBS        
 AA2595
 AA2595.Superseded values are not recommended for survey control.
 AA2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2595.See file dsdata.txt to determine how the superseded data were derived.
 AA2595
 AA2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA7528022464(NAD 83)
 AA2595_MARKER: DD = SURVEY DISK
 AA2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2595_SP_SET: CONCRETE POST
 AA2595_STAMPING: 21-42 1993
 AA2595_MARK LOGO: ALHD  
 AA2595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2595+STABILITY: SURFACE MOTION
 AA2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2595+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2595
 AA2595  HISTORY     - Date     Condition        Report By
 AA2595  HISTORY     - 1993     MONUMENTED       ALHD
 AA2595
 AA2595                          STATION DESCRIPTION
 AA2595
 AA2595'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2595'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE EAST RIGHT OF WAY OF
 AA2595'CRENSHAW COUNTY ROAD NO. 59, ABOUT 0.95 MI (1.53 KM) SOUTH OF PETREY
 AA2595'AND ABOUT 8.85 MI (14.24 KM) NORTH-NORTHEAST OF LUVERNE. TO REACH THE
 AA2595'STATION FROM THE JUNCTION OF U.S. 331 AND ALA 97 (MILE POST 74.55 ON
 AA2595'U.S. 331 AND MILE POST 0 ON ALA 97) IN HIGHLAND HOME, DRIVE SOUTH ON
 AA2595'U.S. 331 FOR 8.00 MI (12.87 KM) TO MILE POST 66.55 AND CRENSHAW COUNTY
 AA2595'ROAD NO. 30 ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY ROAD NO. 30 AND
 AA2595'DRIVE EAST, SOUTHEAST, AND SOUTH FOR 1.25 MI (2.01 KM) TO CRENSHAW
 AA2595'COUNTY ROAD NO. 30 ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY ROAD NO.
 AA2595'30 AND DRIVE EAST FOR 4.50 MI (7.24 KM) TO A CROSS ROAD IN PETREY WITH
 AA2595'CRENSHAW COUNTY ROAD NO. 59 LEFT AND RIGHT, TURN RIGHT ON CRENSHAW
 AA2595'COUNTY ROAD NO. 59 AND DRIVE SOUTH FOR 0.95 MI (1.53 KM) TO THE
 AA2595'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A
 AA2595'FIVE STRAND BARBED WIRE FENCE ON RED TOP, WHITE STEEL POSTS, 41.2 FT
 AA2595'(12.6 M) EAST-NORTHEAST OF THE CENTERLINE OF CRENSHAW COUNTY ROAD NO.
 AA2595'59, 81.2 FT (24.7 M) EAST OF A POWER POLE ACROSS THE ROAD, 94.9 FT
 AA2595'(28.9 M) NORTH OF A GRAPHIC CURVE SIGN ACROSS THE ROAD, 3.1 FT (0.9 M)
 AA2595'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2595'STATION 21-43 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2596 ***********************************************************************
 AA2596  DESIGNATION -  21 43
 AA2596  PID         -  AA2596
 AA2596  STATE/COUNTY-  AL/CRENSHAW
 AA2596  USGS QUAD   -  PETREY (1968)
 AA2596
 AA2596                         *CURRENT SURVEY CONTROL
 AA2596  ___________________________________________________________________
 AA2596* NAD 83(1992)-  31 50 31.67878(N)    086 12 22.91536(W)     ADJUSTED  
 AA2596* NAVD 88     -       104.0    (meters)     341.     (feet)  VERTCON   
 AA2596  ___________________________________________________________________
 AA2596  X           -     358,827.323 (meters)                     COMP
 AA2596  Y           -  -5,411,496.038 (meters)                     COMP
 AA2596  Z           -   3,345,614.166 (meters)                     COMP
 AA2596  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AA2596  ELLIP HEIGHT-          77.15  (meters)          (07/29/02) GPS OBS
 AA2596  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 AA2596
 AA2596  HORZ ORDER  -  FIRST
 AA2596  ELLP ORDER  -  FOURTH    CLASS I
 AA2596
 AA2596.The horizontal coordinates were established by GPS observations
 AA2596.and adjusted by the National Geodetic Survey in November 1994..
 AA2596
 AA2596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2596
 AA2596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2596
 AA2596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2596
 AA2596.The ellipsoidal height was determined by GPS observations
 AA2596.and is referenced to NAD 83.
 AA2596
 AA2596.The geoid height was determined by GEOID03.
 AA2596
 AA2596;                    North         East     Units Scale Factor Converg.
 AA2596;SPC AL E     -   148,860.238   164,692.070   MT  0.99997537   -0 11 48.5
 AA2596;UTM  16      - 3,523,211.935   575,092.261   MT  0.99966954   +0 25 07.4
 AA2596
 AA2596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2596!SPC AL E     -   0.99998789  x   0.99997537  =   0.99996326
 AA2596!UTM  16      -   0.99998789  x   0.99966954  =   0.99965743
 AA2596
 AA2596                          SUPERSEDED SURVEY CONTROL
 AA2596
 AA2596  ELLIP H (11/30/94)   77.21   (m)                       GP(       ) 4 1
 AA2596  NGVD 29 (11/30/94)  104.0    (m)          341.     (f) GPS OBS        
 AA2596
 AA2596.Superseded values are not recommended for survey control.
 AA2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2596.See file dsdata.txt to determine how the superseded data were derived.
 AA2596
 AA2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA7509223212(NAD 83)
 AA2596_MARKER: DD = SURVEY DISK
 AA2596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2596_SP_SET: CONCRETE POST
 AA2596_STAMPING: 21-43 1993
 AA2596_MARK LOGO: ALHD  
 AA2596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2596+STABILITY: SURFACE MOTION
 AA2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2596+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2596
 AA2596  HISTORY     - Date     Condition        Report By
 AA2596  HISTORY     - 1993     MONUMENTED       ALHD
 AA2596
 AA2596                          STATION DESCRIPTION
 AA2596
 AA2596'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2596'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA2596'CRENSHAW COUNTY ROAD NO. 59, ABOUT 0.45 MI (0.72 KM) SOUTH OF PETREY
 AA2596'AND ABOUT 9.25 MI (14.89 KM) NORTH-NORTHEAST OF LUVERNE. TO REACH THE
 AA2596'STATION FROM THE JUNCTION OF U.S. 331 AND ALA 97 (MILE POST 74.55 ON
 AA2596'U.S. 331 AND MILE POST 0 ON ALA 97) IN HIGHLAND HOME, DRIVE SOUTH ON
 AA2596'U.S. 331 8.00 MI (12.87 KM) TO MILE POST 66.55 AND CRENSHAW COUNTY
 AA2596'ROAD NO. 30 ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY ROAD NO. 30 AND
 AA2596'DRIVE EAST, SOUTHEAST, AND SOUTH FOR 1.25 MI (2.01 KM) TO CRENSHAW
 AA2596'COUNTY ROAD NO. 30 ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY ROAD NO.
 AA2596'30 AND DRIVE EAST FOR 4.50 MI (7.24 KM) TO A CROSS ROAD IN PETREY WITH
 AA2596'CRENSHAW COUNTY ROAD NO. 59 LEFT AND RIGHT, TURN RIGHT ON CRENSHAW
 AA2596'COUNTY ROAD NO. 59 AND DRIVE SOUTH FOR 0.45 MI (0.72 KM) TO THE
 AA2596'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST-NORTHEAST OF
 AA2596'A FOUR STRAND BARBED WIRE FENCE ON RED TOP, GREY STEEL POSTS, 38.2 FT
 AA2596'(11.6 M) WEST-SOUTHWEST OF THE CENTERLINE OF CRENSHAW COUNTY ROAD NO.
 AA2596'59, 72.2 FT (22.0 M) SOUTH-SOUTHEAST OF THE SOUTH ONE OF TWO CONNECTED
 AA2596'FOUR BY SIX-INCH WOOD POSTS IN THE FENCE LINE, 154.7 FT (47.2 M) SOUTH
 AA2596'- SOUTHEAST OF A POWER POLE, 170.9 FT (52.1 M) NORTH-NORTHWEST OF A
 AA2596'JUNCTION TRANSFORMER POWER POLE, 203.4 FT (62.0 M) NORTH-NORTHWEST OF
 AA2596'THE SOUTH END OF THE FOUR STRAND BARBED WIRE FENCE, 213.0 FT (64.9 M)
 AA2596'NORTH-NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 226.9 FT (69.2 M)
 AA2596'NORTH-NORTHWEST OF A TELEPHONE SERVICE POLE, 228.5 FT (69.6 M)
 AA2596'NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 245, 3.3 FT (1.0 M)
 AA2596'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2596'STATION 21-42 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2597 ***********************************************************************
 AA2597  DESIGNATION -  21 44
 AA2597  PID         -  AA2597
 AA2597  STATE/COUNTY-  AL/CRENSHAW
 AA2597  USGS QUAD   -  GRADY (1979)
 AA2597
 AA2597                         *CURRENT SURVEY CONTROL
 AA2597  ___________________________________________________________________
 AA2597* NAD 83(1992)-  31 54 01.65936(N)    086 12 38.28060(W)     ADJUSTED  
 AA2597* NAVD 88     -       134.0    (meters)     440.     (feet)  VERTCON   
 AA2597  ___________________________________________________________________
 AA2597  X           -     358,200.187 (meters)                     COMP
 AA2597  Y           -  -5,408,140.520 (meters)                     COMP
 AA2597  Z           -   3,351,122.628 (meters)                     COMP
 AA2597  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AA2597  ELLIP HEIGHT-         107.08  (meters)          (07/29/02) GPS OBS
 AA2597  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AA2597
 AA2597  HORZ ORDER  -  FIRST
 AA2597  ELLP ORDER  -  FOURTH    CLASS I
 AA2597
 AA2597.The horizontal coordinates were established by GPS observations
 AA2597.and adjusted by the National Geodetic Survey in November 1994..
 AA2597
 AA2597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2597
 AA2597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2597
 AA2597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2597
 AA2597.The ellipsoidal height was determined by GPS observations
 AA2597.and is referenced to NAD 83.
 AA2597
 AA2597.The geoid height was determined by GEOID03.
 AA2597
 AA2597;                    North         East     Units Scale Factor Converg.
 AA2597;SPC AL E     -   155,329.106   164,310.572   MT  0.99997570   -0 11 57.8
 AA2597;UTM  16      - 3,529,674.346   574,641.373   MT  0.99966871   +0 25 01.8
 AA2597
 AA2597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2597!SPC AL E     -   0.99998319  x   0.99997570  =   0.99995889
 AA2597!UTM  16      -   0.99998319  x   0.99966871  =   0.99965190
 AA2597
 AA2597:                Primary Azimuth Mark                     Grid Az
 AA2597:SPC AL E     -  21 45                                    008 33 55.9
 AA2597:UTM  16      -  21 45                                    007 56 56.3
 AA2597
 AA2597|---------------------------------------------------------------------|
 AA2597| PID    Reference Object                     Distance      Geod. Az  |
 AA2597|                                                           dddmmss.s |
 AA2597| AA2598 21 45                               453.202 METERS 0082158.1 |
 AA2597|---------------------------------------------------------------------|
 AA2597
 AA2597                          SUPERSEDED SURVEY CONTROL
 AA2597
 AA2597  ELLIP H (11/30/94)  107.13   (m)                       GP(       ) 4 1
 AA2597  NGVD 29 (11/30/94)  134.0    (m)          440.     (f) GPS OBS        
 AA2597
 AA2597.Superseded values are not recommended for survey control.
 AA2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2597.See file dsdata.txt to determine how the superseded data were derived.
 AA2597
 AA2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA7464129674(NAD 83)
 AA2597_MARKER: DD = SURVEY DISK
 AA2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2597_SP_SET: CONCRETE POST
 AA2597_STAMPING: 21-44 1993
 AA2597_MARK LOGO: ALHD  
 AA2597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2597+STABILITY: SURFACE MOTION
 AA2597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2597+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2597
 AA2597  HISTORY     - Date     Condition        Report By
 AA2597  HISTORY     - 1993     MONUMENTED       ALHD
 AA2597
 AA2597                          STATION DESCRIPTION
 AA2597
 AA2597'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2597'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA2597'A PAVED COUNTY ROAD, ABOUT 3.50 MI (5.63 KM) NORTH OF PETREY AND ABOUT
 AA2597'7.05 MI (11.35 KM) SOUTHEAST OF HIGHLAND HOME. TO REACH THE STATION
 AA2597'FROM THE JUNCTION OF U.S. 331 AND ALA 97 (MILE POST 74.55 ON U.S. 331
 AA2597'AND MILE POST 0 ON ALA 97) IN HIGHLAND HOME, DRIVE SOUTH ON U.S. 331
 AA2597'FOR 2.65 MI (4.26 KM) TO MILE POST 71.90 AND CRENSHAW COUNTY ROAD NO.
 AA2597'66 ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY ROAD NO. 66 AND DRIVE
 AA2597'SOUTHEAST AND EAST FOR 4.70 MI (7.56 KM) TO A CROSS ROAD WITH CRENSHAW
 AA2597'COUNTY ROAD NO. 59 LEFT AND RIGHT, CONTINUE EAST AND NORTHEAST ON
 AA2597'CRENSHAW COUNTY ROAD NO. 66 FOR 2.00 MI (3.22 KM) TO A PAVED COUNTY
 AA2597'ROAD ON THE RIGHT, TURN SHARP RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA2597'SOUTH FOR 1.10 MI (1.77 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA2597'IS 34.3 FT (10.5 M) WEST OF THE CENTERLINE OF THE PAVED COUNTY ROAD,
 AA2597'70.3 FT (21.4 M) NORTH-NORTHEAST OF A TRANSFORMER POWER POLE, 87.4 FT
 AA2597'(26.6 M) NORTHWEST OF A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD,
 AA2597'119.7 FT (36.5 M) NORTH-NORTHWEST OF A TELEPHONE CABLE PEDESTAL ACROSS
 AA2597'THE ROAD, 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA2597'FLUSH WITH THE GROUND. STATION 21-45 1993 MAY BE USED AS AN AZIMUTH
 AA2597'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2598 ***********************************************************************
 AA2598  DESIGNATION -  21 45
 AA2598  PID         -  AA2598
 AA2598  STATE/COUNTY-  AL/CRENSHAW
 AA2598  USGS QUAD   -  GRADY (1979)
 AA2598
 AA2598                         *CURRENT SURVEY CONTROL
 AA2598  ___________________________________________________________________
 AA2598* NAD 83(1992)-  31 54 16.21646(N)    086 12 35.77101(W)     ADJUSTED  
 AA2598* NAVD 88     -       129.0    (meters)     423.     (feet)  VERTCON   
 AA2598  ___________________________________________________________________
 AA2598  X           -     358,250.042 (meters)                     COMP
 AA2598  Y           -  -5,407,895.466 (meters)                     COMP
 AA2598  Z           -   3,351,500.632 (meters)                     COMP
 AA2598  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AA2598  ELLIP HEIGHT-         102.06  (meters)          (07/29/02) GPS OBS
 AA2598  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AA2598
 AA2598  HORZ ORDER  -  FIRST
 AA2598  ELLP ORDER  -  FOURTH    CLASS I
 AA2598
 AA2598.The horizontal coordinates were established by GPS observations
 AA2598.and adjusted by the National Geodetic Survey in November 1994..
 AA2598
 AA2598.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2598
 AA2598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2598
 AA2598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2598
 AA2598.The ellipsoidal height was determined by GPS observations
 AA2598.and is referenced to NAD 83.
 AA2598
 AA2598.The geoid height was determined by GEOID03.
 AA2598
 AA2598;                    North         East     Units Scale Factor Converg.
 AA2598;SPC AL E     -   155,777.242   164,378.070   MT  0.99997564   -0 11 56.5
 AA2598;UTM  16      - 3,530,123.045   574,704.026   MT  0.99966882   +0 25 03.3
 AA2598
 AA2598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2598!SPC AL E     -   0.99998397  x   0.99997564  =   0.99995962
 AA2598!UTM  16      -   0.99998397  x   0.99966882  =   0.99965280
 AA2598
 AA2598:                Primary Azimuth Mark                     Grid Az
 AA2598:SPC AL E     -  21 44                                    188 33 55.9
 AA2598:UTM  16      -  21 44                                    187 56 56.1
 AA2598
 AA2598|---------------------------------------------------------------------|
 AA2598| PID    Reference Object                     Distance      Geod. Az  |
 AA2598|                                                           dddmmss.s |
 AA2598| AA2597 21 44                               453.202 METERS 1882159.4 |
 AA2598|---------------------------------------------------------------------|
 AA2598
 AA2598                          SUPERSEDED SURVEY CONTROL
 AA2598
 AA2598  ELLIP H (11/30/94)  102.12   (m)                       GP(       ) 4 1
 AA2598  NGVD 29 (11/30/94)  129.0    (m)          423.     (f) GPS OBS        
 AA2598
 AA2598.Superseded values are not recommended for survey control.
 AA2598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2598.See file dsdata.txt to determine how the superseded data were derived.
 AA2598
 AA2598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA7470430123(NAD 83)
 AA2598_MARKER: DD = SURVEY DISK
 AA2598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2598_SP_SET: CONCRETE POST
 AA2598_STAMPING: 21-45 1993
 AA2598_MARK LOGO: ALHD  
 AA2598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2598+STABILITY: SURFACE MOTION
 AA2598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2598+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2598
 AA2598  HISTORY     - Date     Condition        Report By
 AA2598  HISTORY     - 1993     MONUMENTED       ALHD
 AA2598
 AA2598                          STATION DESCRIPTION
 AA2598
 AA2598'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2598'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE WEST RIGHT OF WAY OF
 AA2598'A PAVED COUNTY ROAD, ABOUT 3.80 MI (6.12 KM) NORTH OF PETREY AND ABOUT
 AA2598'6.95 MI (11.18 KM) SOUTHEAST OF HIGHLAND HOME. TO REACH THE STATION
 AA2598'FROM THE JUNCTION OF U.S. 331 AND ALA 97 (MILE POST 74.55 ON U.S. 331
 AA2598'AND MILE POST 0 ON ALA 97) IN HIGHLAND HOME, DRIVE SOUTH ON U.S. 331
 AA2598'FOR 2.65 MI (4.26 KM) TO MILE POST 71.90 AND CRENSHAW COUNTY ROAD NO.
 AA2598'66 ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY ROAD NO. 66 AND DRIVE
 AA2598'SOUTHEAST AND EAST FOR 4.70 MI (7.56 KM) TO A CROSS ROAD WITH CRENSHAW
 AA2598'COUNTY ROAD NO. 59 LEFT AND RIGHT, CONTINUE EAST AND NORTHEAST ON
 AA2598'CRENSHAW COUNTY ROAD NO. 66 FOR 2.00 MI (3.22 KM) TO A PAVED COUNTY
 AA2598'ROAD ON THE RIGHT, TURN SHARP RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA2598'SOUTH FOR 0.80 MI (1.29 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA2598'IS 2.9 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE ON RED TOP,
 AA2598'WHITE STEEL POSTS, 25.3 FT (7.7 M) SOUTH OF A BRACED WOOD POST IN THE
 AA2598'FENCE LINE, 40.0 FT (12.2 M) WEST OF THE CENTERLINE OF THE PAVED
 AA2598'COUNTY ROAD, 129.4 FT (39.4 M) SOUTH OF A FENCE JUNCTION, 163.7 FT
 AA2598'(49.9 M) SOUTH OF THE NORTHEAST CORNER OF THE FIVE STRAND BARBED WIRE
 AA2598'FENCE, 173.5 FT (52.9 M) SOUTH OF A TRANSFORMER POWER POLE, 2.8 FT
 AA2598'(0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2598'GROUND. STATION 21-44 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2017 ***********************************************************************
 BU2017  DESIGNATION -  21 5
 BU2017  PID         -  BU2017
 BU2017  STATE/COUNTY-  AL/CRENSHAW
 BU2017  USGS QUAD   -  DOZIER (1971)
 BU2017
 BU2017                         *CURRENT SURVEY CONTROL
 BU2017  ___________________________________________________________________
 BU2017* NAD 83(1992)-  31 29 19.21472(N)    086 16 01.50730(W)     ADJUSTED  
 BU2017* NAVD 88     -       142.6    (meters)     468.     (feet)  GPS OBS   
 BU2017  ___________________________________________________________________
 BU2017  X           -     354,433.878 (meters)                     COMP
 BU2017  Y           -  -5,432,437.048 (meters)                     COMP
 BU2017  Z           -   3,312,276.414 (meters)                     COMP
 BU2017  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 BU2017  ELLIP HEIGHT-         115.86  (meters)          (07/29/02) GPS OBS
 BU2017  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BU2017
 BU2017  HORZ ORDER  -  FIRST
 BU2017  ELLP ORDER  -  FOURTH    CLASS I
 BU2017
 BU2017.The horizontal coordinates were established by GPS observations
 BU2017.and adjusted by the National Geodetic Survey in December 1992..
 BU2017
 BU2017.The orthometric height was determined by GPS observations and a
 BU2017.high-resolution geoid model.
 BU2017
 BU2017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2017
 BU2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2017
 BU2017.The ellipsoidal height was determined by GPS observations
 BU2017.and is referenced to NAD 83.
 BU2017
 BU2017.The geoid height was determined by GEOID03.
 BU2017
 BU2017;                    North         East     Units Scale Factor Converg.
 BU2017;SPC AL E     -   109,690.409   158,789.051   MT  0.99998094   -0 13 35.6
 BU2017;SPC AL W     -   165,689.020   717,140.204   MT  1.00010252   +0 38 38.6
 BU2017;UTM  16      - 3,483,993.543   569,610.001   MT  0.99965976   +0 22 58.2
 BU2017
 BU2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2017!SPC AL E     -   0.99998181  x   0.99998094  =   0.99996275
 BU2017!SPC AL W     -   0.99998181  x   1.00010252  =   1.00008433
 BU2017!UTM  16      -   0.99998181  x   0.99965976  =   0.99964157
 BU2017
 BU2017                          SUPERSEDED SURVEY CONTROL
 BU2017
 BU2017  ELLIP H (12/04/92)  115.91   (m)                       GP(       ) 4 1
 BU2017  NAD 83(1986)-  31 29 19.22769(N)    086 16 01.51098(W) AD(       ) 1
 BU2017  NAD 83(1986)-  31 29 19.22749(N)    086 16 01.51070(W) AD(       ) 1
 BU2017  NGVD 29 (12/04/92)  142.6    (m)          468.     (f) GPS OBS        
 BU2017
 BU2017.Superseded values are not recommended for survey control.
 BU2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2017.See file dsdata.txt to determine how the superseded data were derived.
 BU2017
 BU2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6961083994(NAD 83)
 BU2017_MARKER: DD = SURVEY DISK
 BU2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2017_SP_SET: CONCRETE POST
 BU2017_STAMPING: 21-5 1989
 BU2017_MARK LOGO: ALHD  
 BU2017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2017+STABILITY: SURFACE MOTION
 BU2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2017+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1993
 BU2017
 BU2017  HISTORY     - Date     Condition        Report By
 BU2017  HISTORY     - 1989     MONUMENTED       ALHD
 BU2017  HISTORY     - 19910621 GOOD             ALHD
 BU2017  HISTORY     - 19931019 GOOD             ALHD
 BU2017
 BU2017                          STATION DESCRIPTION
 BU2017
 BU2017'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2017'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF UNITED STATES
 BU2017'HIGHWAY 331 ABOUT 10.46 KM (6.50 MI) SOUTH OF BRANTLEY AND 9.66 KM
 BU2017'(6.00 MI) EAST OF DOZIER.
 BU2017'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 331
 BU2017'AND ALABAMA HIGHWAY 141 ABOUT 6.60 KM (4.10 MI) SOUTH OF BRANTLEY,
 BU2017'DRIVE SOUTH ON HIGHWAY 331 FOR 5.47 KM (3.40 MI) TO MILE POST 37.15
 BU2017'AND THE STATION ON THE RIGHT IN FRONT OF AN ABANDONED SERVICE STATION.
 BU2017'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 15.85 M (52.0 FT)
 BU2017'WEST OF THE CENTER LINE OF HIGHWAY 331, 14.51 M (47.6 FT)
 BU2017'SOUTH-SOUTHWEST OF THE SOUTH END OF AN 18-INCH CONCRETE PIPE UNDER THE
 BU2017'NORTH DRIVEWAY, 16.95 M (55.6 FT) NORTHWEST OF THE NORTH END OF THE
 BU2017'18-INCH CONCRETE PIPE UNDER THE SOUTH DRIVEWAY, 19.05 M (62.5 FT)
 BU2017'NORTH OF THE CENTER OF THE SOUTH DRIVEWAY, 23.50 M (77.1 FT)
 BU2017'EAST-NORTHEAST OF THE SOUTH POST OF THE GAS PUMP CANOPY, 23.80 M
 BU2017'(78.1 FT) EAST OF THE NORTH POST OF THE GAS PUMP CANOPY, 19.81 M
 BU2017'(65.0 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE NORTH DRIVEWAY, AND
 BU2017'0.91 M (3.0 FT) EAST OF A CARSONITE WITNESS POST.
 BU2017'STATION 21-4 CAN BE USED AS AN AZIMUTH.
 BU2017
 BU2017                          STATION RECOVERY (1991)
 BU2017
 BU2017'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2017'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF UNITED STATES
 BU2017'HIGHWAY 331 ABOUT 10.46 KM (6.50 MI) SOUTH OF BRANTLEY AND 9.66 KM
 BU2017'(6.00 MI) EAST OF DOZIER.
 BU2017'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 331
 BU2017'AND ALABAMA HIGHWAY 141 ABOUT 6.60 KM (4.10 MI) SOUTH OF BRANTLEY,
 BU2017'DRIVE SOUTH ON HIGHWAY 331 FOR 5.47 KM (3.40 MI) TO MILE POST 37.15
 BU2017'AND THE STATION ON THE RIGHT IN FRONT OF AN ABANDONED SERVICE
 BU2017'STATION.
 BU2017'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 15.85 M (52.00 FT)
 BU2017'WEST OF THE CENTER LINE OF HIGHWAY 331, 14.51 M (47.60 FT)
 BU2017'SOUTH-SOUTHWEST OF THE SOUTH END OF AN 18-INCH CONCRETE PIPE UNDER THE
 BU2017'NORTH DRIVEWAY, 16.95 M (55.61 FT) NORTHWEST OF THE NORTH END OF THE
 BU2017'18-INCH CONCRETE PIPE UNDER THE SOUTH DRIVEWAY, 19.05 M (62.50 FT)
 BU2017'NORTH OF THE CENTER OF THE SOUTH DRIVEWAY, 23.50 M (77.10 FT)
 BU2017'EAST-NORTHEAST OF THE SOUTH POST OF THE GAS PUMP CANOPY, 23.80 M
 BU2017'(78.08 FT) EAST OF THE NORTH POST OF THE GAS PUMP CANOPY, 19.81 M
 BU2017'(64.99 FT) SOUTH-SOUTHEAST OF THE CENTER OF THE NORTH DRIVEWAY, AND
 BU2017'0.91 M (2.99 FT) EAST OF A CARSONITE WITNESS POST.
 BU2017'STATION 21-4 CAN BE USED AS AN AZIMUTH.
 BU2017
 BU2017                          STATION RECOVERY (1993)
 BU2017
 BU2017'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2069 ***********************************************************************
 BU2069  DESIGNATION -  21 6
 BU2069  PID         -  BU2069
 BU2069  STATE/COUNTY-  AL/CRENSHAW
 BU2069  USGS QUAD   -  GLENWOOD (1968)
 BU2069
 BU2069                         *CURRENT SURVEY CONTROL
 BU2069  ___________________________________________________________________
 BU2069* NAD 83(1992)-  31 43 50.67633(N)    086 11 47.03565(W)     ADJUSTED  
 BU2069* NAVD 88     -       147.4    (meters)     484.     (feet)  GPS OBS   
 BU2069  ___________________________________________________________________
 BU2069  X           -     360,202.702 (meters)                     COMP
 BU2069  Y           -  -5,417,962.373 (meters)                     COMP
 BU2069  Z           -   3,335,138.236 (meters)                     COMP
 BU2069  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 BU2069  ELLIP HEIGHT-         120.78  (meters)          (07/29/02) GPS OBS
 BU2069  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BU2069
 BU2069  HORZ ORDER  -  FIRST
 BU2069  ELLP ORDER  -  FOURTH    CLASS I
 BU2069
 BU2069.The horizontal coordinates were established by GPS observations
 BU2069.and adjusted by the National Geodetic Survey in December 1992..
 BU2069
 BU2069.The orthometric height was determined by GPS observations and a
 BU2069.high-resolution geoid model.
 BU2069
 BU2069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2069
 BU2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2069
 BU2069.The ellipsoidal height was determined by GPS observations
 BU2069.and is referenced to NAD 83.
 BU2069
 BU2069.The geoid height was determined by GEOID03.
 BU2069
 BU2069;                    North         East     Units Scale Factor Converg.
 BU2069;SPC AL E     -   136,506.206   165,594.198   MT  0.99997459   -0 11 27.4
 BU2069;UTM  16      - 3,510,872.048   576,126.533   MT  0.99967147   +0 25 21.6
 BU2069
 BU2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2069!SPC AL E     -   0.99998104  x   0.99997459  =   0.99995563
 BU2069!UTM  16      -   0.99998104  x   0.99967147  =   0.99965251
 BU2069
 BU2069                          SUPERSEDED SURVEY CONTROL
 BU2069
 BU2069  ELLIP H (12/04/92)  120.84   (m)                       GP(       ) 4 1
 BU2069  NAD 83(1986)-  31 43 50.68599(N)    086 11 47.03548(W) AD(       ) 1
 BU2069  NGVD 29 (12/04/92)  147.4    (m)          484.     (f) GPS OBS        
 BU2069
 BU2069.Superseded values are not recommended for survey control.
 BU2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2069.See file dsdata.txt to determine how the superseded data were derived.
 BU2069
 BU2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA7612710872(NAD 83)
 BU2069_MARKER: DD = SURVEY DISK
 BU2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2069_SP_SET: CONCRETE POST
 BU2069_STAMPING: 21-6 1991
 BU2069_MARK LOGO: ALHD  
 BU2069_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2069+STABILITY: SURFACE MOTION
 BU2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2069+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2069
 BU2069  HISTORY     - Date     Condition        Report By
 BU2069  HISTORY     - 1991     MONUMENTED       ALHD
 BU2069
 BU2069                          STATION DESCRIPTION
 BU2069
 BU2069'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2069'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE SOUTHEAST RIGHT OF
 BU2069'WAY OF U.S. 29 AND ALA 10, ABOUT 4.10 MI (6.60 KM) EAST OF LUVERNE
 BU2069'AND ABOUT 10.80 MI (17.38 KM) NORTHEAST OF BRANTLEY.
 BU2069'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 331, AND ALA
 BU2069'10 (MILE POST 160.75 ON U.S. 29 AND ALA 10) IN LUVERNE, DRIVE EAST ON
 BU2069'U. S. 29 AND ALA 10 FOR 4.25 MI (6.84 KM) TO MILE POST 165.00,
 BU2069'CRENSHAW COUNTY ROAD NO. 57 LEFT AND RIGHT, AND THE STATION ON THE
 BU2069'RIGHT IN THE SOUTHEAST QUADRANT OF THE INTERSECTION.
 BU2069'THE STATION IS 16.6 FT (5.1 M) NORTH-NORTHEAST OF TELEPHONE CABLE
 BU2069'PEDESTAL NO. P 70, 31.9 FT (9.7 M) EAST OF MILE POST 165, 36.6 FT
 BU2069'(11.2 M) WEST OF A HOG WIRE FENCE WITH THREE STRANDS OF BARBED WIRE
 BU2069'ON WOOD AND STEEL POSTS, 45.2 FT (13.8 M) SOUTHEAST OF THE CENTERLINE
 BU2069'OF U.S. 29 AND ALA 10, 60.0 FT (18.3 M) SOUTHWEST OF A FENCE CORNER
 BU2069'AT THE NORTHEAST CORNER OF AN INTERSECTION FLARE, 86.5 FT (26.4 M)
 BU2069'NORTHEAST OF THE CENTERLINE OF CRENSHAW COUNTY ROAD NO. 57, 1.9 FT
 BU2069'(0.6 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2069'GROUND.
 BU2069'STATION 21-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2070 ***********************************************************************
 BU2070  DESIGNATION -  21 7
 BU2070  PID         -  BU2070
 BU2070  STATE/COUNTY-  AL/CRENSHAW
 BU2070  USGS QUAD   -  GLENWOOD (1968)
 BU2070
 BU2070                         *CURRENT SURVEY CONTROL
 BU2070  ___________________________________________________________________
 BU2070* NAD 83(1992)-  31 44 10.31849(N)    086 11 29.30464(W)     ADJUSTED  
 BU2070* NAVD 88     -       138.9    (meters)     456.     (feet)  GPS OBS   
 BU2070  ___________________________________________________________________
 BU2070  X           -     360,646.826 (meters)                     COMP
 BU2070  Y           -  -5,417,606.676 (meters)                     COMP
 BU2070  Z           -   3,335,648.327 (meters)                     COMP
 BU2070  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 BU2070  ELLIP HEIGHT-         112.29  (meters)          (07/29/02) GPS OBS
 BU2070  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BU2070
 BU2070  HORZ ORDER  -  FIRST
 BU2070  ELLP ORDER  -  FOURTH    CLASS I
 BU2070
 BU2070.The horizontal coordinates were established by GPS observations
 BU2070.and adjusted by the National Geodetic Survey in December 1992..
 BU2070
 BU2070.The orthometric height was determined by GPS observations and a
 BU2070.high-resolution geoid model.
 BU2070
 BU2070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2070
 BU2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2070
 BU2070.The ellipsoidal height was determined by GPS observations
 BU2070.and is referenced to NAD 83.
 BU2070
 BU2070.The geoid height was determined by GEOID03.
 BU2070
 BU2070;                    North         East     Units Scale Factor Converg.
 BU2070;SPC AL E     -   137,109.632   166,062.933   MT  0.99997420   -0 11 18.2
 BU2070;UTM  16      - 3,511,480.276   576,588.638   MT  0.99967234   +0 25 31.1
 BU2070
 BU2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2070!SPC AL E     -   0.99998237  x   0.99997420  =   0.99995657
 BU2070!UTM  16      -   0.99998237  x   0.99967234  =   0.99965471
 BU2070
 BU2070                          SUPERSEDED SURVEY CONTROL
 BU2070
 BU2070  ELLIP H (12/04/92)  112.35   (m)                       GP(       ) 4 1
 BU2070  NAD 83(1986)-  31 44 10.32816(N)    086 11 29.30447(W) AD(       ) 1
 BU2070  NGVD 29 (12/04/92)  138.9    (m)          456.     (f) GPS OBS        
 BU2070
 BU2070.Superseded values are not recommended for survey control.
 BU2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2070.See file dsdata.txt to determine how the superseded data were derived.
 BU2070
 BU2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA7658911480(NAD 83)
 BU2070_MARKER: DD = SURVEY DISK
 BU2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2070_SP_SET: CONCRETE POST
 BU2070_STAMPING: 21-7 1991
 BU2070_MARK LOGO: ALHD  
 BU2070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2070+STABILITY: SURFACE MOTION
 BU2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2070+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2070
 BU2070  HISTORY     - Date     Condition        Report By
 BU2070  HISTORY     - 1991     MONUMENTED       ALHD
 BU2070
 BU2070                          STATION DESCRIPTION
 BU2070
 BU2070'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2070'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE SOUTHEAST RIGHT OF
 BU2070'WAY OF U.S. 29 AND ALA 10, ABOUT 4.55 MI (7.32 KM) EAST OF LUVERNE
 BU2070'AND ABOUT 11.25 MI (18.10 KM) NORTHEAST OF BRANTLEY.
 BU2070'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 331, AND ALA
 BU2070'10 (MILE POST 160.75 ON U.S. 29 AND ALA 10) IN LUVERNE, DRIVE EAST ON
 BU2070'U.S. 29 AND ALA 10 FOR 4.75 MI (7.64 KM) TO MILE POST 165.50 AND THE
 BU2070'STATION ON THE RIGHT.
 BU2070'THE STATION IS 9.3 FT (2.8 M) NORTHWEST OF A HOG WIRE FENCE WITH THREE
 BU2070'STRANDS OF BARBED WIRE ON WOOD POSTS, 40.6 FT (12.4 M) SOUTHEAST OF
 BU2070'THE CENTERLINE OF U.S. 29 AND ALA 10, 76.4 FT (23.3 M) SOUTHWEST OF A
 BU2070'JUNCTION POWER POLE, 88.5 FT (27.0 M) EAST-SOUTHEAST OF A BARRIER
 BU2070'LINE MARKER SIGN ACROSS U.S. 29 AND ALA 10, 110.1 FT (33.6 M) EAST OF
 BU2070'THE NORTHEAST GATE POST AND THE BEGINNING OF A FIVE STRAND BARBED
 BU2070'WIRE FENCE ACROSS U.S. 29 AND ALA 10, 8.9 FT (2.7 M) NORTHWEST OF A
 BU2070'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2070'STATION 21-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2070'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 BU2070'MR LEO H. WILLIAMS
 BU2070'P. O. BOX 87
 BU2070'LUVERNE, ALABAMA 36049
 BU2070'PHONE 205-335-3940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2071 ***********************************************************************
 BU2071  DESIGNATION -  21 8
 BU2071  PID         -  BU2071
 BU2071  STATE/COUNTY-  AL/CRENSHAW
 BU2071  USGS QUAD   -  LAPINE (1979)
 BU2071
 BU2071                         *CURRENT SURVEY CONTROL
 BU2071  ___________________________________________________________________
 BU2071* NAD 83(1992)-  31 52 49.95783(N)    086 17 30.32725(W)     ADJUSTED  
 BU2071* NAVD 88     -       166.5    (meters)     546.     (feet)  GPS OBS   
 BU2071  ___________________________________________________________________
 BU2071  X           -     350,619.786 (meters)                     COMP
 BU2071  Y           -  -5,409,834.115 (meters)                     COMP
 BU2071  Z           -   3,349,264.599 (meters)                     COMP
 BU2071  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 BU2071  ELLIP HEIGHT-         139.56  (meters)          (07/29/02) GPS OBS
 BU2071  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU2071
 BU2071  HORZ ORDER  -  FIRST
 BU2071  ELLP ORDER  -  FOURTH    CLASS I
 BU2071
 BU2071.The horizontal coordinates were established by GPS observations
 BU2071.and adjusted by the National Geodetic Survey in December 1992..
 BU2071
 BU2071.The orthometric height was determined by GPS observations and a
 BU2071.high-resolution geoid model.
 BU2071
 BU2071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2071
 BU2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2071
 BU2071.The ellipsoidal height was determined by GPS observations
 BU2071.and is referenced to NAD 83.
 BU2071
 BU2071.The geoid height was determined by GEOID03.
 BU2071
 BU2071;                    North         East     Units Scale Factor Converg.
 BU2071;SPC AL E     -   153,150.233   156,627.515   MT  0.99998319   -0 14 31.6
 BU2071;UTM  16      - 3,527,413.667   566,984.630   MT  0.99965534   +0 22 26.7
 BU2071
 BU2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2071!SPC AL E     -   0.99997809  x   0.99998319  =   0.99996128
 BU2071!UTM  16      -   0.99997809  x   0.99965534  =   0.99963343
 BU2071
 BU2071|---------------------------------------------------------------------|
 BU2071| PID    Reference Object                     Distance      Geod. Az  |
 BU2071|                                                           dddmmss.s |
 BU2071| BU2072 21 9                                359.509 METERS 11825     |
 BU2071|---------------------------------------------------------------------|
 BU2071
 BU2071                          SUPERSEDED SURVEY CONTROL
 BU2071
 BU2071  ELLIP H (12/04/92)  139.62   (m)                       GP(       ) 4 1
 BU2071  NAD 83(1986)-  31 52 49.96735(N)    086 17 30.32894(W) AD(       ) 1
 BU2071  NGVD 29 (12/04/92)  166.5    (m)          546.     (f) GPS OBS        
 BU2071
 BU2071.Superseded values are not recommended for survey control.
 BU2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2071.See file dsdata.txt to determine how the superseded data were derived.
 BU2071
 BU2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6698527414(NAD 83)
 BU2071_MARKER: DD = SURVEY DISK
 BU2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2071_SP_SET: CONCRETE POST
 BU2071_STAMPING: 21-8 1991
 BU2071_MARK LOGO: ALHD  
 BU2071_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2071+STABILITY: SURFACE MOTION
 BU2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2071+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1993
 BU2071
 BU2071  HISTORY     - Date     Condition        Report By
 BU2071  HISTORY     - 1991     MONUMENTED       ALHD
 BU2071  HISTORY     - 19931019 GOOD             ALHD
 BU2071
 BU2071                          STATION DESCRIPTION
 BU2071
 BU2071'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2071'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2071'A COUNTY DIRT ROAD, ABOUT 5.15 MI (8.29 KM) SOUTH-SOUTHEAST OF
 BU2071'HIGHLAND HOME AND ABOUT 11.40 MI (18.35 KM) NORTH OF LUVERNE.
 BU2071'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 10 WEST
 BU2071'(MILE POST 57.05 ON U.S. 331) IN RUTLEDGE, DRIVE NORTH ON U.S. 331
 BU2071'FOR 11.25 MI (18.10 KM) TO MILE POST 68.30 AND A COUNTY DIRT ROAD ON
 BU2071'THE RIGHT, TURN RIGHT ON THE COUNTY DIRT ROAD AND DRIVE SOUTHEAST FOR
 BU2071'0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.
 BU2071'THE STATION IS 21.0 FT (6.4 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 BU2071'COUNTY DIRT ROAD, 211.0 FT (64.3 M) WEST OF A POWER POLE ACROSS THE
 BU2071'ROAD, 1.6 FT (0.5 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND
 BU2071'SET FLUSH WITH THE GROUND.
 BU2071'STATION 21-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2071
 BU2071                          STATION RECOVERY (1993)
 BU2071
 BU2071'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2072 ***********************************************************************
 BU2072  DESIGNATION -  21 9
 BU2072  PID         -  BU2072
 BU2072  STATE/COUNTY-  AL/CRENSHAW
 BU2072  USGS QUAD   -  LAPINE (1979)
 BU2072
 BU2072                         *CURRENT SURVEY CONTROL
 BU2072  ___________________________________________________________________
 BU2072* NAD 83(1992)-  31 52 44.40237(N)    086 17 18.29733(W)     ADJUSTED  
 BU2072* NAVD 88     -       163.8    (meters)     537.     (feet)  GPS OBS   
 BU2072  ___________________________________________________________________
 BU2072  X           -     350,941.004 (meters)                     COMP
 BU2072  Y           -  -5,409,901.554 (meters)                     COMP
 BU2072  Z           -   3,349,117.866 (meters)                     COMP
 BU2072  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 BU2072  ELLIP HEIGHT-         136.86  (meters)          (07/29/02) GPS OBS
 BU2072  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BU2072
 BU2072  HORZ ORDER  -  FIRST
 BU2072  ELLP ORDER  -  FOURTH    CLASS I
 BU2072
 BU2072.The horizontal coordinates were established by GPS observations
 BU2072.and adjusted by the National Geodetic Survey in December 1992..
 BU2072
 BU2072.The orthometric height was determined by GPS observations and a
 BU2072.high-resolution geoid model.
 BU2072
 BU2072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2072
 BU2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2072
 BU2072.The ellipsoidal height was determined by GPS observations
 BU2072.and is referenced to NAD 83.
 BU2072
 BU2072.The geoid height was determined by GEOID03.
 BU2072
 BU2072;                    North         East     Units Scale Factor Converg.
 BU2072;SPC AL E     -   152,977.791   156,942.960   MT  0.99998286   -0 14 25.2
 BU2072;UTM  16      - 3,527,244.683   567,301.808   MT  0.99965586   +0 22 33.0
 BU2072
 BU2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2072!SPC AL E     -   0.99997851  x   0.99998286  =   0.99996137
 BU2072!UTM  16      -   0.99997851  x   0.99965586  =   0.99963438
 BU2072
 BU2072|---------------------------------------------------------------------|
 BU2072| PID    Reference Object                     Distance      Geod. Az  |
 BU2072|                                                           dddmmss.s |
 BU2072| BU2071 21 8                                359.509 METERS 29825     |
 BU2072|---------------------------------------------------------------------|
 BU2072
 BU2072                          SUPERSEDED SURVEY CONTROL
 BU2072
 BU2072  ELLIP H (12/04/92)  136.93   (m)                       GP(       ) 4 1
 BU2072  NAD 83(1986)-  31 52 44.41189(N)    086 17 18.29898(W) AD(       ) 1
 BU2072  NGVD 29 (12/04/92)  163.8    (m)          537.     (f) GPS OBS        
 BU2072
 BU2072.Superseded values are not recommended for survey control.
 BU2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2072.See file dsdata.txt to determine how the superseded data were derived.
 BU2072
 BU2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6730227245(NAD 83)
 BU2072_MARKER: DD = SURVEY DISK
 BU2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2072_SP_SET: CONCRETE POST
 BU2072_STAMPING: 21-9 1991
 BU2072_MARK LOGO: ALHD  
 BU2072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2072+STABILITY: SURFACE MOTION
 BU2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2072+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2072
 BU2072  HISTORY     - Date     Condition        Report By
 BU2072  HISTORY     - 1991     MONUMENTED       ALHD
 BU2072
 BU2072                          STATION DESCRIPTION
 BU2072
 BU2072'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2072'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2072'A COUNTY DIRT ROAD, ABOUT 5.25 MI (8.45 KM) SOUTH-SOUTHEAST OF
 BU2072'HIGHLAND HOME AND ABOUT 11.35 MI (18.27 KM) NORTH OF LUVERNE.
 BU2072'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 10 WEST
 BU2072'(MILE POST 57.05 ON U.S. 331) IN RUTLEDGE, DRIVE NORTH ON U.S. 331
 BU2072'FOR 11.25 MI (18.10 KM) TO MILE POST 68.30 AND A COUNTY DIRT ROAD ON
 BU2072'THE RIGHT, TURN RIGHT ON THE COUNTY DIRT ROAD AND DRIVE SOUTHEAST FOR
 BU2072'0.50 MI (0.80 KM) TO THE STATION ON THE LEFT.
 BU2072'THE STATION IS 22.0 FT (6.7 M) NORTH OF THE CENTER OF THE COUNTY DIRT
 BU2072'ROAD, 79.1 FT (24.1 M) SOUTHEAST OF A POWER POLE, 1.6 FT (0.5 M)
 BU2072'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2072'GROUND.
 BU2072'STATION 21-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4080 ***********************************************************************
 BG4080  DESIGNATION -  21 B 4A
 BG4080  PID         -  BG4080
 BG4080  STATE/COUNTY-  AL/BALDWIN
 BG4080  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG4080
 BG4080                         *CURRENT SURVEY CONTROL
 BG4080  ___________________________________________________________________
 BG4080* NAD 83(1992)-  30 13 54.15474(N)    087 54 35.70286(W)     ADJUSTED  
 BG4080* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 BG4080  ___________________________________________________________________
 BG4080  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BG4080  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG4080
 BG4080  HORZ ORDER  -  THIRD
 BG4080
 BG4080.The horizontal coordinates were established by classical geodetic methods
 BG4080.and adjusted by the National Geodetic Survey in December 1992..
 BG4080.No horizontal observational check was made to the station.
 BG4080
 BG4080.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4080
 BG4080.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4080
 BG4080.The geoid height was determined by GEOID03.
 BG4080
 BG4080;                    North         East     Units Scale Factor Converg.
 BG4080;SPC AL W     -    25,755.388   560,543.258   MT  0.99995253   -0 12 23.0
 BG4080;UTM  16      - 3,344,811.186   412,443.331   MT  0.99969458   -0 27 29.4
 BG4080
 BG4080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4080!SPC AL W     -   1.00000336  x   0.99995253  =   0.99995589
 BG4080!UTM  16      -   1.00000336  x   0.99969458  =   0.99969794
 BG4080
 BG4080                          SUPERSEDED SURVEY CONTROL
 BG4080
 BG4080  NAD 83(1986)-  30 13 54.17885(N)    087 54 35.71045(W) AD(       ) 3
 BG4080  NAD 27      -  30 13 53.45135(N)    087 54 35.73555(W) AD(       ) 3
 BG4080  NGVD 29 (05/01/92)    6.2    (m)           20.     (f) VERT ANG       
 BG4080
 BG4080.Superseded values are not recommended for survey control.
 BG4080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4080.See file dsdata.txt to determine how the superseded data were derived.
 BG4080
 BG4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1244344811(NAD 83)
 BG4080_MARKER: DS = TRIANGULATION STATION DISK
 BG4080_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG4080_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4080
 BG4080  HISTORY     - Date     Condition        Report By
 BG4080  HISTORY     - 1979     MONUMENTED       USE
 BG4080  HISTORY     - 1980     GOOD             NGS
 BG4080  HISTORY     - 1984     GOOD             NOS
 BG4080
 BG4080                          STATION DESCRIPTION
 BG4080
 BG4080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BG4080'RECOVERED IN GOOD CONDITION.  TRAVERSE TIE MADE TO WEEKS ERDL.
 BG4080'
 BG4080'21B-4A 1979 (USE) IS A STANDARD USE ALUMINUM DISK, STAMPED---21B-4A
 BG4080'79---ON TOP OF A 3 INCH PIPE AND FLUSH WITH THE SAND.  IT IS ON A
 BG4080'SMALL SAND DUNE ABOUT 15 FEET ABOVE LEVEL OF ROAD, 138.5 FEET
 BG4080'NORTHEAST OF THE CENTER OF INTERSECTION OF ROADS, 116 FEET
 BG4080'NORTH-NORTHEAST OF A POWER POLE WITH GUY WIRE, 96.7 FEET
 BG4080'NORTH-NORTHWEST OF A POWER POLE, 58.2 FEET NORTH OF THE CENTER OF
 BG4080'EAST-WEST PAVED ROAD, 2.5 FEET EAST AND 2.5 FEET WEST OF WOODEN
 BG4080'WITNESS POST AND 1.4 FEET SOUTH OF A WOODEN WITNESS POST WITH SIGN.
 BG4080'
 BG4080'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 59 AND 180 IN GULF SHORE,
 BG4080'GO WEST ON STATE HIGHWAY 180 FOR 13.9 MILES TO A DIVIDED PAVED SIDE
 BG4080'ROAD ON THE LEFT, CONTINUE WEST ON STATE HIGHWAY 180 FOR 1.43 MILES
 BG4080'TO A SIDE ROAD ON LEFT, TURN LEFT AND GO SOUTH ON SHELL ROAD FOR 0.15
 BG4080'MILE TO A SIDEROAD ON LEFT, CONTINUE SOUTH FOR 0.1 TO EAST-WEST BEACH
 BG4080'ROAD AND STATION WEEKS ERDL 1959 1980 ON RIGHT IN CENTER OF ROAD.
 BG4080'
 BG4080'TO REACH 21B 4A (USE) FROM WEEKS ERDL, GO NORTH ON SHELL ROAD FOR
 BG4080'0.25 MILE TO HIGHWAY 180, TURN RIGHT AND GO EAST ON HIGHWAY 180 FOR
 BG4080'1.43 MILES TO A DIVIDED PAVED ROAD ON RIGHT, TURN RIGHT AND GO SOUTH
 BG4080'ON DIVIDED PAVED ROAD FOR 0.41 MILE TO A PAVED CROSSROAD, TURN RIGHT
 BG4080'AND GO WEST ON PAVED ROAD FOR 0.32 MILE TO MARK ON RIGHT AS DESCRIBED.
 BG4080
 BG4080                          STATION RECOVERY (1984)
 BG4080
 BG4080'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BG4080'THE STATION WAS RECOVERED AT THIS DATE.
 BG4080'STATION WAS MONUMENTED PREVIOUSLY BUT WAS POSITIONED THIS SURVEY.
 BG4080'
 BG4080'THE STATION IS LOCATED ON A TALL SAND DUNE IN A VACANT LOT IN A
 BG4080'HOUSING DEVELOPMENT KNOWN AS SURFSIDE SHORES.
 BG4080'
 BG4080'TO REACH STATION FROM THE ENTRANCE TO GULF SHORES PLANTATION IN
 BG4080'GULF HIGHLANDS, GO W ON AL 180 FOR 21.3 KM (0.8 MI) TO THE ENTRANCE
 BG4080'TO SURFSIDE SHORES (A DIVIDED ROAD).  TURN LEFT AND GO S ON THIS
 BG4080'ROAD FOR 0.5 KM (0.3 MI) TO THE JUNCTION WITH SEASHELL DRIVE.  TURN
 BG4080'RIGHT AND GO W ON SEASHELL DRIVE 0.5 KM (0.3 MI) TO A TALL DUNE AND
 BG4080'THE STATION ONTOP SURROUNDED BY 3 WOODEN POSTS WITH USE WITNESS
 BG4080'SIGNS.
 BG4080'
 BG4080'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4080'
 BG4080'STATION R.A.D. IN 1985 AND 1986 BY JOHN DANIEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4081 ***********************************************************************
 BG4081  DESIGNATION -  21 B 4D
 BG4081  PID         -  BG4081
 BG4081  STATE/COUNTY-  AL/BALDWIN
 BG4081  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG4081
 BG4081                         *CURRENT SURVEY CONTROL
 BG4081  ___________________________________________________________________
 BG4081* NAD 83(1992)-  30 13 59.54465(N)    087 55 36.17931(W)     ADJUSTED  
 BG4081* NAVD 88     -         2.2    (meters)       7.     (feet)  VERTCON   
 BG4081  ___________________________________________________________________
 BG4081  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BG4081  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BG4081
 BG4081  HORZ ORDER  -  THIRD
 BG4081
 BG4081.The horizontal coordinates were established by classical geodetic methods
 BG4081.and adjusted by the National Geodetic Survey in December 1992..
 BG4081.No horizontal observational check was made to the station.
 BG4081
 BG4081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4081
 BG4081.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4081
 BG4081.The geoid height was determined by GEOID03.
 BG4081
 BG4081;                    North         East     Units Scale Factor Converg.
 BG4081;SPC AL W     -    25,927.298   558,926.871   MT  0.99995414   -0 12 53.5
 BG4081;UTM  16      - 3,344,990.150   410,828.131   MT  0.99969810   -0 27 59.9
 BG4081
 BG4081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4081!SPC AL W     -   1.00000399  x   0.99995414  =   0.99995813
 BG4081!UTM  16      -   1.00000399  x   0.99969810  =   0.99970209
 BG4081
 BG4081                          SUPERSEDED SURVEY CONTROL
 BG4081
 BG4081  NAD 83(1986)-  30 13 59.56853(N)    087 55 36.18691(W) AD(       ) 3
 BG4081  NAD 27      -  30 13 58.84142(N)    087 55 36.21036(W) AD(       ) 3
 BG4081  NGVD 29 (05/01/92)    2.2    (m)            7.     (f) VERT ANG       
 BG4081
 BG4081.Superseded values are not recommended for survey control.
 BG4081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4081.See file dsdata.txt to determine how the superseded data were derived.
 BG4081
 BG4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1082844990(NAD 83)
 BG4081_MARKER: DS = TRIANGULATION STATION DISK
 BG4081_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG4081_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4081_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4081
 BG4081  HISTORY     - Date     Condition        Report By
 BG4081  HISTORY     - 1979     MONUMENTED       USE
 BG4081  HISTORY     - 1980     GOOD             NGS
 BG4081  HISTORY     - 1984     GOOD             NOS
 BG4081
 BG4081                          STATION DESCRIPTION
 BG4081
 BG4081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BG4081'RECOVERED IN GOOD CONDITION.  TRAVERSE TIE MADE TO WEEKS ERDL.
 BG4081'
 BG4081'21B-4D 1979 (USE) IS A STANDARD USE ALUMINUM DISK, STAMPED---21B-4D
 BG4081'79---ON TOP OF A 3 INCH PIPE AND FLUSH WITH THE SAND.  IT IS 128.5
 BG4081'FEET NORTH OF THE CENTER OF SAND ROAD, 118 FEET NORTH NORTHWEST OF A
 BG4081'POWER POLE WITH TRANSFORMER, 58 FEET WEST NORTHWEST OF THE NORTHWEST
 BG4081'CORNER POST OF BEACH HOUSE, 45 FEET NORTHWEST OF A POWERLINE POLE TO
 BG4081'BEACH HOUSE, 2.5 FEET SOUTH AND 2.5 FEET EAST OF WOODEN WITNESS POSTS.
 BG4081'
 BG4081'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 59 AND 180 IN GULF SHORE,
 BG4081'GO WEST ON STATE HIGHWAY 180 FOR 13.9 MILES TO A DIVIDED PAVED SIDE
 BG4081'ROAD ON THE LEFT, CONTINUE WEST ON STATE HIGHWAY 180 FOR 1.43 MILES
 BG4081'TO A SIDE ROAD ON LEFT, TURN LEFT AND GO SOUTH ON SHELL ROAD FOR 0.15
 BG4081'MILE TO A SIDEROAD ON LEFT, CONTINUE SOUTH FOR 0.1 TO EAST-WEST BEACH
 BG4081'ROAD AND STATION WEEKS ERDL 1959 1980 ON RIGHT IN CENTER OF ROAD.
 BG4081'
 BG4081'TO REACH 21B-4D (USE) FROM WEEKS ERDL, GO NORTH ON SHELL ROAD FOR
 BG4081'0.1 MILE TO A SIDEROAD ON RIGHT, TURN RIGHT AND GO EAST ON SAND ROAD
 BG4081'FOR 0.05 MILE TO MARK ON LEFT 128 FEET NORTH OF ROAD.
 BG4081
 BG4081                          STATION RECOVERY (1984)
 BG4081
 BG4081'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BG4081'THE STATION WAS RECOVERED AT THIS DATE.
 BG4081'STATION WAS MONUMENTED PREVIOUSLY BUT WAS POSITIONED THIS SURVEY.
 BG4081'
 BG4081'STATION IS LOCATED ON THE S COAST LINE OF A PENINSULA EXTENDING
 BG4081'WESTWARD AT THE S END OF MOBILE BAY AND BON SECOUR BAY.
 BG4081'
 BG4081'TO REACH FROM GULF SHORE, THE INTERSECTION OF US HIGHWAY 180 AND
 BG4081'59, GO W FOR 15.3 MI TO TRACK ROAD ON LEFT.  THE STATION IS ON A
 BG4081'VACANT LOT TO THE W OF A COTTAGE KNOWN AS O.E. SNOWS SNOW HAVEN.
 BG4081'THE STATION IS IN THE SAME NEIGHBORHOOD AS WEEKS ERDL 1959.
 BG4081'
 BG4081'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4081'
 BG4081'RECOVERED BY JOHN DANIEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4068 ***********************************************************************
 AB4068  DESIGNATION -  21 B 5 P
 AB4068  PID         -  AB4068
 AB4068  STATE/COUNTY-  AL/BALDWIN
 AB4068  USGS QUAD   -  BON SECOUR BAY (1985)
 AB4068
 AB4068                         *CURRENT SURVEY CONTROL
 AB4068  ___________________________________________________________________
 AB4068* NAD 83(1986)-  30 15 12.     (N)    087 45 03.     (W)     SCALED    
 AB4068* NAVD 88     -         4.758  (meters)      15.61   (feet)  ADJUSTED  
 AB4068  ___________________________________________________________________
 AB4068  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AB4068  DYNAMIC HT  -           4.752 (meters)      15.59  (feet)  COMP
 AB4068  MODELED GRAV-     979,327.2   (mgal)                       NAVD 88
 AB4068
 AB4068  VERT ORDER  -  FIRST     CLASS II
 AB4068
 AB4068.The horizontal coordinates were scaled from a topographic map and have
 AB4068.an estimated accuracy of +/- 6 seconds.
 AB4068
 AB4068.The orthometric height was determined by differential leveling
 AB4068.and adjusted by the National Geodetic Survey in July 2002..
 AB4068
 AB4068.The geoid height was determined by GEOID03.
 AB4068
 AB4068.The dynamic height is computed by dividing the NAVD 88
 AB4068.geopotential number by the normal gravity value computed on the
 AB4068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4068.degrees latitude (g = 980.6199 gals.).
 AB4068
 AB4068.The modeled gravity was interpolated from observed gravity values.
 AB4068
 AB4068;                    North         East    Units  Estimated Accuracy
 AB4068;SPC AL W     -    28,110.      575,860.      MT  (+/- 180 meters Scaled)
 AB4068
 AB4068                          SUPERSEDED SURVEY CONTROL
 AB4068
 AB4068.No superseded survey control is available for this station.
 AB4068
 AB4068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU277470(NAD 83)
 AB4068_MARKER: DD = SURVEY DISK
 AB4068_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 AB4068_STAMPING: 21B-5P 79
 AB4068_MARK LOGO: USE   
 AB4068_MAGNETIC: P = MARKER IS A STEEL PIPE
 AB4068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4068+STABILITY: SURFACE MOTION
 AB4068_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AB4068+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 AB4068
 AB4068  HISTORY     - Date     Condition        Report By
 AB4068  HISTORY     - 1979     MONUMENTED       USE
 AB4068  HISTORY     - 19960223 GOOD             NGS
 AB4068  HISTORY     - 20030505 GOOD             USPSQD
 AB4068  HISTORY     - 20040714 GOOD             USPSQD
 AB4068  HISTORY     - 20050728 GOOD             USPSQD
 AB4068
 AB4068                          STATION DESCRIPTION
 AB4068
 AB4068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4068'6.3 KM (3.90 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION OF
 AB4068'STATE HIGHWAY 59 IN GULF SHORES, 8.2 M (26.9 FT) NORTH OF THE HIGHWAY
 AB4068'CENTERLINE, 4.7 M (15.4 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING
 AB4068'TO HOUSE NUMBER 15933, 4.5 M (14.8 FT) SOUTH OF T-JUNCTION UTILITY
 AB4068'POLE NUMBER 615 24 WITH A WITNESS SIGN ATTACHED, 0.3 M (1.0 FT) ABOVE
 AB4068'THE LEVEL OF THE HIGHWAY, AND THE MONUMENT IS FLUSH WITH THE GROUND
 AB4068'SURFACE.
 AB4068
 AB4068                          STATION RECOVERY (2003)
 AB4068
 AB4068'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4068'WITNESS POST MISSING.
 AB4068
 AB4068                          STATION RECOVERY (2004)
 AB4068
 AB4068'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4068'RECOVERED IN GOOD CONDITION.
 AB4068
 AB4068                          STATION RECOVERY (2005)
 AB4068
 AB4068'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4068'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1751 ***********************************************************************
 BH1751  DESIGNATION -  21 D 1 E
 BH1751  PID         -  BH1751
 BH1751  STATE/COUNTY-  AL/MOBILE
 BH1751  USGS QUAD   -  FORT MORGAN (1982)
 BH1751
 BH1751                         *CURRENT SURVEY CONTROL
 BH1751  ___________________________________________________________________
 BH1751* NAD 83(1986)-  30 14 59.     (N)    088 04 35.     (W)     SCALED    
 BH1751* NAVD 88     -         2.072  (meters)       6.80   (feet)  ADJUSTED  
 BH1751  ___________________________________________________________________
 BH1751  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1751  DYNAMIC HT  -           2.069 (meters)       6.79  (feet)  COMP
 BH1751  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH1751
 BH1751  VERT ORDER  -  FIRST     CLASS II
 BH1751
 BH1751.The horizontal coordinates were scaled from a topographic map and have
 BH1751.an estimated accuracy of +/- 6 seconds.
 BH1751
 BH1751.The orthometric height was determined by differential leveling
 BH1751.and adjusted by the National Geodetic Survey in June 1991..
 BH1751
 BH1751.The geoid height was determined by GEOID03.
 BH1751
 BH1751.The dynamic height is computed by dividing the NAVD 88
 BH1751.geopotential number by the normal gravity value computed on the
 BH1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1751.degrees latitude (g = 980.6199 gals.).
 BH1751
 BH1751.The modeled gravity was interpolated from observed gravity values.
 BH1751
 BH1751;                    North         East    Units  Estimated Accuracy
 BH1751;SPC AL W     -    27,820.      544,530.      MT  (+/- 180 meters Scaled)
 BH1751
 BH1751                          SUPERSEDED SURVEY CONTROL
 BH1751
 BH1751  NGVD 29 (06/24/99)    2.031  (m)            6.66   (f) ADJUSTED    1 2
 BH1751
 BH1751.Superseded values are not recommended for survey control.
 BH1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1751.See file dsdata.txt to determine how the superseded data were derived.
 BH1751
 BH1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU964469(NAD 83)
 BH1751_MARKER: DD = SURVEY DISK
 BH1751_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BH1751_SP_SET: ALUMINUM ALLOY ROD
 BH1751_STAMPING: 21 D-1 E 1984
 BH1751_MARK LOGO: USE   
 BH1751_PROJECTION: PROJECTING 5 CENTIMETERS
 BH1751_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1751+STABILITY: POSITION/ELEVATION WELL
 BH1751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1751+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 BH1751_ROD/PIPE-DEPTH: 19.2 meters
 BH1751
 BH1751  HISTORY     - Date     Condition        Report By
 BH1751  HISTORY     - 1984     MONUMENTED       USE
 BH1751  HISTORY     - 1984     GOOD             NGS
 BH1751  HISTORY     - 20041209 GOOD             USACE
 BH1751
 BH1751                          STATION DESCRIPTION
 BH1751
 BH1751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1751'4.0 KM (2.45 MI) EAST FROM DAUPHIN ISLAND.
 BH1751'4.0 KM (2.5 MI) EAST ALONG BIENVILLE BOULEVARD FROM THE JUNCTION OF
 BH1751'STATE HIGHWAY 163 (LE MOYER DRIVE) ON DAUPHIN ISLAND TO THE MARK AT
 BH1751'THE NORTHEAST CORNER OF THE SECURITY FENCE AROUND THE DAUPHIN ISLAND
 BH1751'SEA LAB COMPLEX, 15.36 METERS (50.4 FT) SOUTH OF THE CENTERLINE OF THE
 BH1751'BOULEVARD, 10.52 METERS (34.5 FT) WEST OF THE APPROXIMATE CENTER OF
 BH1751'THE WEST ENTRANCE TO FORT GAINES, 0.58 METERS (1.9 FT) NORTH OF A
 BH1751'SECURITY FENCE CORNER POST, AND 59.65 METERS (195.7 FT) WEST OF BENCH
 BH1751'MARK 873 5180 B.  NOTE, THE ROD IS A 3/4-INCH BERNTSEN HDR SECTIONAL
 BH1751'ALUMINUM ROD DRIVEN TO GRADUAL REFUSAL.
 BH1751'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1751'THE MARK IS 0.30 M ABOVE BOULEVARD.
 BH1751
 BH1751                          STATION RECOVERY (2004)
 BH1751
 BH1751'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 BH1751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1748 ***********************************************************************
 BH1748  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1748  DESIGNATION -  21 D 1 X
 BH1748  PID         -  BH1748
 BH1748  STATE/COUNTY-  AL/MOBILE
 BH1748  USGS QUAD   -  LITTLE DAUPHIN ISLAND (1982)
 BH1748
 BH1748                         *CURRENT SURVEY CONTROL
 BH1748  ___________________________________________________________________
 BH1748* NAD 83(1986)-  30 15 15.     (N)    088 06 42.     (W)     SCALED    
 BH1748* NAVD 88     -         1.567  (meters)       5.14   (feet)  ADJUSTED  
 BH1748  ___________________________________________________________________
 BH1748  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH1748  DYNAMIC HT  -           1.565 (meters)       5.13  (feet)  COMP
 BH1748  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 BH1748
 BH1748  VERT ORDER  -  FIRST     CLASS II
 BH1748
 BH1748.The horizontal coordinates were scaled from a topographic map and have
 BH1748.an estimated accuracy of +/- 6 seconds.
 BH1748
 BH1748.The orthometric height was determined by differential leveling
 BH1748.and adjusted by the National Geodetic Survey in June 1991..
 BH1748
 BH1748.This Tidal Bench Mark is designated as VM 10357
 BH1748.by the Center for Operational Oceanographic Products and Services.
 BH1748
 BH1748.The geoid height was determined by GEOID03.
 BH1748
 BH1748.The dynamic height is computed by dividing the NAVD 88
 BH1748.geopotential number by the normal gravity value computed on the
 BH1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1748.degrees latitude (g = 980.6199 gals.).
 BH1748
 BH1748.The modeled gravity was interpolated from observed gravity values.
 BH1748
 BH1748;                    North         East    Units  Estimated Accuracy
 BH1748;SPC AL W     -    28,330.      541,140.      MT  (+/- 180 meters Scaled)
 BH1748
 BH1748                          SUPERSEDED SURVEY CONTROL
 BH1748
 BH1748  NGVD 29 (06/24/99)    1.526  (m)            5.01   (f) ADJUSTED    1 2
 BH1748
 BH1748.Superseded values are not recommended for survey control.
 BH1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1748.See file dsdata.txt to determine how the superseded data were derived.
 BH1748
 BH1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU930474(NAD 83)
 BH1748_MARKER: P = PIPE CAP
 BH1748_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH1748_SP_SET: SHALLOW-SET PIPE
 BH1748_STAMPING: 21 D-1 X 1979
 BH1748_MARK LOGO: USE   
 BH1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1748+STABILITY: SURFACE MOTION
 BH1748_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1748+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 BH1748
 BH1748  HISTORY     - Date     Condition        Report By
 BH1748  HISTORY     - 1979     MONUMENTED       USE
 BH1748  HISTORY     - 1984     GOOD             NGS
 BH1748  HISTORY     - 20041209 GOOD             USACE
 BH1748  HISTORY     - 20060205 GOOD             GEOCAC
 BH1748
 BH1748                          STATION DESCRIPTION
 BH1748
 BH1748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1748'IN DAUPHIN ISLAND.
 BH1748'ON DAUPHIN ISLAND, 0.1 KM (0.05 MI) EAST ALONG BIENVILLE BOULEVARD
 BH1748'FROM THE JUNCTION OF STATE HIGHWAY 163 (LE MOYER DRIVE), THE BENCH
 BH1748'MARK IS LOCATED IN THE GRASSY MEDIAN OF THE BOULEVARD AND NEAR THE
 BH1748'SECOND STREET LIGHT EAST OF THE JUNCTION, 4.78 METERS (15.7 FT) SOUTH
 BH1748'OF THE CENTERLINE OF THE WESTBOUND LANE OF THE BOULEVARD, 8.96 METERS
 BH1748'(29.4 FT) NORTH OF THE CENTERLINE OF THE EASTBOUND LANE OF THE
 BH1748'BOULEVARD, 10.37 METERS (34.1 FT) WEST-NORTHWEST OF A METAL STREET
 BH1748'LIGHT POLE, 4.57 METERS (15.0 FT) NORTH-NORTHEAST OF A 61 CM (24-INCH)
 BH1748'PINE TREE WITH A SMALL U.S.E. WITNESS SIGN ATTACHED, AND 7.22 METERS
 BH1748'(23.7 FT) NORTHEAST OF A 61 CM (24-INCH) PINE TREE STUMP.
 BH1748'THE MARK IS 0.06 M BELOW GROUND.
 BH1748
 BH1748                          STATION RECOVERY (2004)
 BH1748
 BH1748'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 BH1748'RECOVERED IN GOOD CONDITION.
 BH1748
 BH1748                          STATION RECOVERY (2006)
 BH1748
 BH1748'RECOVERY NOTE BY GEOCACHING 2006 (SUZ)
 BH1748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1732 ***********************************************************************
 BH1732  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1732  DESIGNATION -  21 D 2 D
 BH1732  PID         -  BH1732
 BH1732  STATE/COUNTY-  AL/MOBILE
 BH1732  USGS QUAD   -  BELLEFONTAINE (1985)
 BH1732
 BH1732                         *CURRENT SURVEY CONTROL
 BH1732  ___________________________________________________________________
 BH1732* NAD 83(1986)-  30 26 41.     (N)    088 06 47.     (W)     SCALED    
 BH1732* NAVD 88     -         1.756  (meters)       5.76   (feet)  ADJUSTED  
 BH1732  ___________________________________________________________________
 BH1732  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH1732  DYNAMIC HT  -           1.754 (meters)       5.75  (feet)  COMP
 BH1732  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 BH1732
 BH1732  VERT ORDER  -  FIRST     CLASS II
 BH1732
 BH1732.The horizontal coordinates were scaled from a topographic map and have
 BH1732.an estimated accuracy of +/- 6 seconds.
 BH1732
 BH1732.The orthometric height was determined by differential leveling
 BH1732.and adjusted by the National Geodetic Survey in June 1991..
 BH1732
 BH1732.This Tidal Bench Mark is designated as VM 10351
 BH1732.by the Center for Operational Oceanographic Products and Services.
 BH1732
 BH1732.The geoid height was determined by GEOID03.
 BH1732
 BH1732.The dynamic height is computed by dividing the NAVD 88
 BH1732.geopotential number by the normal gravity value computed on the
 BH1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1732.degrees latitude (g = 980.6199 gals.).
 BH1732
 BH1732.The modeled gravity was interpolated from observed gravity values.
 BH1732
 BH1732;                    North         East    Units  Estimated Accuracy
 BH1732;SPC AL W     -    49,460.      541,120.      MT  (+/- 180 meters Scaled)
 BH1732
 BH1732                          SUPERSEDED SURVEY CONTROL
 BH1732
 BH1732  NGVD 29 (06/24/99)    1.716  (m)            5.63   (f) ADJUSTED    1 2
 BH1732
 BH1732.Superseded values are not recommended for survey control.
 BH1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1732.See file dsdata.txt to determine how the superseded data were derived.
 BH1732
 BH1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU931685(NAD 83)
 BH1732_MARKER: DD = SURVEY DISK
 BH1732_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BH1732_SP_SET: ALUMINUM ALLOY ROD
 BH1732_STAMPING: 21 D-2 D 1984
 BH1732_MARK LOGO: USE   
 BH1732_PROJECTION: PROJECTING 5 CENTIMETERS
 BH1732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1732+STABILITY: POSITION/ELEVATION WELL
 BH1732_ROD/PIPE-DEPTH: 22.0 meters
 BH1732
 BH1732  HISTORY     - Date     Condition        Report By
 BH1732  HISTORY     - 1984     MONUMENTED       USE
 BH1732  HISTORY     - 1984     GOOD             NGS
 BH1732
 BH1732                          STATION DESCRIPTION
 BH1732
 BH1732'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1732'16.9 KM (10.45 MI) SE FROM THEODORE.
 BH1732'9.4 KM (5.8 MI) SOUTH ALONG COUNTY ROAD 59 FROM THE FIRST BAPTIST
 BH1732'CHURCH IN THEODORE, THENCE 5.3 KM (3.3 MI) EAST ALONG FOWL RIVER ROAD
 BH1732'(COUNTY ROAD 22), THENCE 2.2 KM (1.35 MI) SOUTH ALONG STATE HIGHWAY
 BH1732'163 TO THE MARK ON THE PROPERTY OF THE FOWL RIVER MARINA, 14.87 METERS
 BH1732'(48.8 FT) EAST OF THE NORTHEAST CORNER OF A CEMENT BLOCK FENCE AROUND
 BH1732'THE FUEL TANKS, 4.57 METERS (15.0 FT) NORTHEAST OF THE APPROXIMATE
 BH1732'CENTER OF AN ENTRANCE ROAD TO THE MARINA, 11.58 METERS (38.0 FT)
 BH1732'SOUTHWEST OF THE CENTER OF A NORTHWEST-SOUTHEAST ROAD TO THE DOCKS
 BH1732'(ASPHALT ROAD), 39.32 METERS (129.0 FT) NORTH-NORTHWEST OF THE
 BH1732'NORTHEAST CORNER OF THE MARINA STORE BUILDING, 0.91 METERS (3.0 FT)
 BH1732'NORTHWEST OF A POWERLINE POLE, AND 3.96 METERS (13.0 FT) SOUTHWEST OF
 BH1732'THE NORTHWEST END OF AN 18-INCH PIPE CULVERT.  NOTE, THE MARK IS A
 BH1732'BERNTSON 3/4-INCH HDR SECTIONAL ALUMINUM ROD DRIVEN TO GRADUAL
 BH1732'REFUSAL.
 BH1732'THE MARK IS 0.91 METERS  WNW FROM A WITNESS POST.
 BH1732'THE MARK IS 0.15 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1743 ***********************************************************************
 BH1743  DESIGNATION -  21 E 1 B REF 3
 BH1743  PID         -  BH1743
 BH1743  STATE/COUNTY-  AL/MOBILE
 BH1743  USGS QUAD   -  HERON BAY (1982)
 BH1743
 BH1743                         *CURRENT SURVEY CONTROL
 BH1743  ___________________________________________________________________
 BH1743* NAD 83(1986)-  30 17 24.     (N)    088 07 44.     (W)     SCALED    
 BH1743* NAVD 88     -        32.115  (meters)     105.36   (feet)  ADJUSTED  
 BH1743  ___________________________________________________________________
 BH1743  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BH1743  DYNAMIC HT  -          32.072 (meters)     105.22  (feet)  COMP
 BH1743  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 BH1743
 BH1743  VERT ORDER  -  FIRST     CLASS II
 BH1743
 BH1743.The horizontal coordinates were scaled from a topographic map and have
 BH1743.an estimated accuracy of +/- 6 seconds.
 BH1743
 BH1743.The orthometric height was determined by differential leveling
 BH1743.and adjusted by the National Geodetic Survey in June 1991..
 BH1743
 BH1743.The geoid height was determined by GEOID03.
 BH1743
 BH1743.The dynamic height is computed by dividing the NAVD 88
 BH1743.geopotential number by the normal gravity value computed on the
 BH1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1743.degrees latitude (g = 980.6199 gals.).
 BH1743
 BH1743.The modeled gravity was interpolated from observed gravity values.
 BH1743
 BH1743;                    North         East    Units  Estimated Accuracy
 BH1743;SPC AL W     -    32,310.      539,500.      MT  (+/- 180 meters Scaled)
 BH1743
 BH1743                          SUPERSEDED SURVEY CONTROL
 BH1743
 BH1743  NGVD 29 (06/24/99)   32.074  (m)          105.23   (f) ADJUSTED    1 2
 BH1743
 BH1743.Superseded values are not recommended for survey control.
 BH1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1743.See file dsdata.txt to determine how the superseded data were derived.
 BH1743
 BH1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU914514(NAD 83)
 BH1743_MARKER: DD = SURVEY DISK
 BH1743_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH1743+WITH SETTING: PAVEMENT
 BH1743_SP_SET: BRIDGE PAVEMENT
 BH1743_STAMPING: 21 E-1 B REF 3 1983
 BH1743_MARK LOGO: USE   
 BH1743_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1743
 BH1743  HISTORY     - Date     Condition        Report By
 BH1743  HISTORY     - 1983     MONUMENTED       USE
 BH1743  HISTORY     - 1984     GOOD             NGS
 BH1743
 BH1743                          STATION DESCRIPTION
 BH1743
 BH1743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1743'9.5 KM (5.9 MI) SOUTH FROM ALABAMA PORT.
 BH1743'9.5 KM (5.9 MI) SOUTH ALONG STATE HIGHWAY 163 FROM THE JUNCTION OF
 BH1743'STATE HIGHWAY 188 IN ALABAMA PORT TO THE MARK SET IN THE MIDDLE AND
 BH1743'HIGHEST POINT (CROWN) OF THE DAUPHIN ISLAND BRIDGE OVER THE
 BH1743'INTRACOASTAL WATERWAY, AND SET IN THE BRIDGE PAVEMENT, 2.7 KM
 BH1743'(1.65 MI) SOUTH-SOUTHEAST OF THE NORTHWEST END OF THE BRIDGE,
 BH1743'5.79 METERS (19.0 FT) EAST OF THE CENTERLINE OF THE HIGHWAY BRIDGE,
 BH1743'AND 0.30 METERS (1.0 FT) WEST OF THE WEST EDGE OF A CONCRETE BRIDGE
 BH1743'GUARD RAIL.
 BH1743'THE MARK IS 0.41 METERS  W FROM A WITNESS POST.
 BH1743'THE MARK IS ABOVE LEVEL WITH PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0557 ***********************************************************************
 DH0557  DESIGNATION -  21 M
 DH0557  PID         -  DH0557
 DH0557  STATE/COUNTY-  AL/CLAY
 DH0557  USGS QUAD   -  BULLS GAP (1987)
 DH0557
 DH0557                         *CURRENT SURVEY CONTROL
 DH0557  ___________________________________________________________________
 DH0557* NAD 83(1986)-  33 10 35.     (N)    086 02 45.     (W)     SCALED    
 DH0557* NAVD 88     -       256.538  (meters)     841.66   (feet)  ADJUSTED  
 DH0557  ___________________________________________________________________
 DH0557  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH0557  DYNAMIC HT  -         256.246 (meters)     840.70  (feet)  COMP
 DH0557  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 DH0557
 DH0557  VERT ORDER  -  SECOND    CLASS 0
 DH0557
 DH0557.The horizontal coordinates were scaled from a topographic map and have
 DH0557.an estimated accuracy of +/- 6 seconds.
 DH0557
 DH0557.The orthometric height was determined by differential leveling
 DH0557.and adjusted by the National Geodetic Survey in June 1991..
 DH0557
 DH0557.The geoid height was determined by GEOID03.
 DH0557
 DH0557.The dynamic height is computed by dividing the NAVD 88
 DH0557.geopotential number by the normal gravity value computed on the
 DH0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0557.degrees latitude (g = 980.6199 gals.).
 DH0557
 DH0557.The modeled gravity was interpolated from observed gravity values.
 DH0557
 DH0557;                    North         East    Units  Estimated Accuracy
 DH0557;SPC AL E     -   296,780.      180,180.      MT  (+/- 180 meters Scaled)
 DH0557
 DH0557                          SUPERSEDED SURVEY CONTROL
 DH0557
 DH0557  NGVD 29 (??/??/92)  256.481  (m)          841.47   (f) ADJ UNCH    2 0
 DH0557
 DH0557.Superseded values are not recommended for survey control.
 DH0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0557.See file dsdata.txt to determine how the superseded data were derived.
 DH0557
 DH0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB889712(NAD 83)
 DH0557_MARKER: DD = SURVEY DISK
 DH0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0557_STAMPING: 21 M 1942
 DH0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0557+STABILITY: SURFACE MOTION
 DH0557
 DH0557  HISTORY     - Date     Condition        Report By
 DH0557  HISTORY     - 1942     MONUMENTED       USGS
 DH0557  HISTORY     - 1948     GOOD             NGS
 DH0557
 DH0557                          STATION DESCRIPTION
 DH0557
 DH0557'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0557'1.55 MI SW FROM BULL GAP CROSSROADS.
 DH0557'ABOUT 1.2 MILES SOUTH ALONG THE GOOD WATER ROAD, THENCE ABOUT 0.35
 DH0557'MILE WEST ALONG A ROAD TO HOLLINS TOWER FROM BULL GAP CROSSROADS, AT
 DH0557'THE SUMMIT OF A LOW HILL, IN THE NORTHWEST ANGLE OF A DIM WOODS ROAD
 DH0557'NORTH, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 32 FEET WEST OF
 DH0557'THE CENTER LINE OF THE ROAD NORTH, 15 FEET WEST OF THE SOUTHERN OF TWO
 DH0557'12-INCH PINE TREES, 30 FEET SOUTHEAST OF AN 8-INCH GUM TREE, 3 FEET
 DH0557'WEST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN
 DH0557'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1473 ***********************************************************************
 BH1473  DESIGNATION -  210
 BH1473  PID         -  BH1473
 BH1473  STATE/COUNTY-  AL/MOBILE
 BH1473  USGS QUAD   -  MOBILE (1982)
 BH1473
 BH1473                         *CURRENT SURVEY CONTROL
 BH1473  ___________________________________________________________________
 BH1473* NAD 83(1986)-  30 42 55.     (N)    088 02 02.     (W)     SCALED    
 BH1473* NAVD 88     -         0.898  (meters)       2.95   (feet)  ADJUSTED  
 BH1473  ___________________________________________________________________
 BH1473  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH1473  DYNAMIC HT  -           0.897 (meters)       2.94  (feet)  COMP
 BH1473  MODELED GRAV-     979,344.1   (mgal)                       NAVD 88
 BH1473
 BH1473  VERT ORDER  -  FIRST     CLASS I
 BH1473
 BH1473.The horizontal coordinates were scaled from a topographic map and have
 BH1473.an estimated accuracy of +/- 6 seconds.
 BH1473
 BH1473.The orthometric height was determined by differential leveling
 BH1473.and adjusted by the National Geodetic Survey in June 1991..
 BH1473
 BH1473.The geoid height was determined by GEOID03.
 BH1473
 BH1473.The dynamic height is computed by dividing the NAVD 88
 BH1473.geopotential number by the normal gravity value computed on the
 BH1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1473.degrees latitude (g = 980.6199 gals.).
 BH1473
 BH1473.The modeled gravity was interpolated from observed gravity values.
 BH1473
 BH1473;                    North         East    Units  Estimated Accuracy
 BH1473;SPC AL W     -    79,410.      548,860.      MT  (+/- 180 meters Scaled)
 BH1473
 BH1473                          SUPERSEDED SURVEY CONTROL
 BH1473
 BH1473  NGVD 29 (??/??/??)    0.856  (m)            2.81   (f) ADJUSTED    1 1
 BH1473
 BH1473.Superseded values are not recommended for survey control.
 BH1473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1473.See file dsdata.txt to determine how the superseded data were derived.
 BH1473
 BH1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU010985(NAD 83)
 BH1473_MARKER: DD = SURVEY DISK
 BH1473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1473_SP_SET: CONCRETE POST
 BH1473_STAMPING: 210
 BH1473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1473+STABILITY: SURFACE MOTION
 BH1473
 BH1473  HISTORY     - Date     Condition        Report By
 BH1473  HISTORY     - UNK      MONUMENTED       ALGS
 BH1473  HISTORY     - 1968     GOOD             CGS
 BH1473
 BH1473                          STATION DESCRIPTION
 BH1473
 BH1473'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH1473'1.5 MI N FROM MOBILE.
 BH1473'ABOUT 1.5 MILES NORTH ALONG U.S. HIGHWAY 31 AND 90 FROM THE EAST END
 BH1473'OF THE BANKHEAD TUNNEL UNDER THE MOBILE RIVER, AT THE OUTSIDE OF A
 BH1473'CURVE, AT THE EXTENDED CENTER LINE OF A NARROW WOODS ROAD LEADING
 BH1473'WEST, 45 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 BH1473'HIGHWAYS, 91 1/2 FEET SOUTHWEST OF THE WEST ONE OF A ROW OF 7 POLES,
 BH1473'13 FEET NORTHEAST OF A TELEPHONE BRACE POLE, 1.3 FEET SOUTH OF A
 BH1473'METAL WITNESS POST, 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET
 BH1473'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 BH1473'THE GROUND.
 BH1473'RECOVERED AS DESCRIBED 1971
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4670 ***********************************************************************
 AA4670  DESIGNATION -  2103
 AA4670  PID         -  AA4670
 AA4670  STATE/COUNTY-  AL/MONTGOMERY
 AA4670  USGS QUAD   -  SNOWDOUN (1985)
 AA4670
 AA4670                         *CURRENT SURVEY CONTROL
 AA4670  ___________________________________________________________________
 AA4670* NAD 83(1992)-  32 11 21.26960(N)    086 18 35.63796(W)     ADJUSTED  
 AA4670* NAVD 88     -        87.3    (meters)     286.     (feet)  VERTCON   
 AA4670  ___________________________________________________________________
 AA4670  X           -     347,733.860 (meters)                     COMP
 AA4670  Y           -  -5,391,757.557 (meters)                     COMP
 AA4670  Z           -   3,378,240.912 (meters)                     COMP
 AA4670  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AA4670  ELLIP HEIGHT-          59.76  (meters)          (07/29/02) GPS OBS
 AA4670  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA4670
 AA4670  HORZ ORDER  -  FIRST
 AA4670  ELLP ORDER  -  FOURTH    CLASS I
 AA4670
 AA4670.The horizontal coordinates were established by GPS observations
 AA4670.and adjusted by the National Geodetic Survey in April 1995..
 AA4670
 AA4670.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4670.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4670
 AA4670.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4670
 AA4670.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4670
 AA4670.The ellipsoidal height was determined by GPS observations
 AA4670.and is referenced to NAD 83.
 AA4670
 AA4670.The geoid height was determined by GEOID03.
 AA4670
 AA4670;                    North         East     Units Scale Factor Converg.
 AA4670;SPC AL E     -   187,387.476   155,062.082   MT  0.99998489   -0 15 14.0
 AA4670;UTM  16      - 3,561,620.703   565,050.135   MT  0.99965218   +0 22 03.5
 AA4670
 AA4670!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4670!SPC AL E     -   0.99999062  x   0.99998489  =   0.99997551
 AA4670!UTM  16      -   0.99999062  x   0.99965218  =   0.99964280
 AA4670
 AA4670                          SUPERSEDED SURVEY CONTROL
 AA4670
 AA4670  ELLIP H (10/22/97)   59.84   (m)                       GP(       ) 4 1
 AA4670  ELLIP H (04/13/95)   31.98   (m)                       GP(       ) 4 1
 AA4670  NGVD 29 (04/13/95)   87.3    (m)          286.     (f) GPS OBS        
 AA4670
 AA4670.Superseded values are not recommended for survey control.
 AA4670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4670.See file dsdata.txt to determine how the superseded data were derived.
 AA4670
 AA4670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6505061621(NAD 83)
 AA4670_MARKER: DD = SURVEY DISK
 AA4670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4670_SP_SET: CONCRETE POST
 AA4670_STAMPING: STA. 2103 1994
 AA4670_MARK LOGO: AL-101
 AA4670_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4670+STABILITY: SURFACE MOTION
 AA4670_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4670+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4670
 AA4670  HISTORY     - Date     Condition        Report By
 AA4670  HISTORY     - 1994     MONUMENTED       CH2M
 AA4670
 AA4670                          STATION DESCRIPTION
 AA4670
 AA4670'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4670'THE STATION IS LOCATED APPROXIMATELY 3.0 MI (4.8 KM) SOUTH OF THE
 AA4670'VILLAGE OF SNOWDOUN, SNOWDOUN QUADRANGLE, SECTION 13, T14N, R17E. THE
 AA4670'STATION IS LOCATED APPROXIMATELY 1.2 MI (1.9 KM) SOUTH OF PLEASANT
 AA4670'GROVE ROAD ON THE EAST SIDE OF BUTLER MILL ROAD. THE STATION IS A
 AA4670'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 2103 1994, AND SET IN THE
 AA4670'TOP OF A 10 INCH CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE
 AA4670'DISK IS LOCATED 37.85 FT (11.54 M) 98 DEGREES FROM THE CENTERLINE OF
 AA4670'BUTLER MILL ROAD, 33.2 FT (10.1 M) 62 DEGREES FROM THE EDGE OF BUTLER
 AA4670'MILL ROAD, AND 2.72 FT (0.83 M) 275 DEGREES FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4671 ***********************************************************************
 AA4671  DESIGNATION -  2104
 AA4671  PID         -  AA4671
 AA4671  STATE/COUNTY-  AL/MONTGOMERY
 AA4671  USGS QUAD   -  SNOWDOUN (1985)
 AA4671
 AA4671                         *CURRENT SURVEY CONTROL
 AA4671  ___________________________________________________________________
 AA4671* NAD 83(1992)-  32 09 09.79385(N)    086 21 14.13000(W)     ADJUSTED  
 AA4671* NAVD 88     -        69.0    (meters)     226.     (feet)  VERTCON   
 AA4671  ___________________________________________________________________
 AA4671  X           -     343,726.923 (meters)                     COMP
 AA4671  Y           -  -5,394,159.683 (meters)                     COMP
 AA4671  Z           -   3,374,803.137 (meters)                     COMP
 AA4671  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AA4671  ELLIP HEIGHT-          41.48  (meters)          (07/29/02) GPS OBS
 AA4671  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AA4671
 AA4671  HORZ ORDER  -  FIRST
 AA4671  ELLP ORDER  -  FOURTH    CLASS I
 AA4671
 AA4671.The horizontal coordinates were established by GPS observations
 AA4671.and adjusted by the National Geodetic Survey in April 1995..
 AA4671
 AA4671.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4671.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4671
 AA4671.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4671
 AA4671.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4671
 AA4671.The ellipsoidal height was determined by GPS observations
 AA4671.and is referenced to NAD 83.
 AA4671
 AA4671.The geoid height was determined by GEOID03.
 AA4671
 AA4671;                    North         East     Units Scale Factor Converg.
 AA4671;SPC AL E     -   183,356.999   150,891.040   MT  0.99998973   -0 16 37.4
 AA4671;UTM  16      - 3,557,546.620   560,924.432   MT  0.99964577   +0 20 37.8
 AA4671
 AA4671!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4671!SPC AL E     -   0.99999349  x   0.99998973  =   0.99998322
 AA4671!UTM  16      -   0.99999349  x   0.99964577  =   0.99963926
 AA4671
 AA4671                          SUPERSEDED SURVEY CONTROL
 AA4671
 AA4671  ELLIP H (10/22/97)   41.57   (m)                       GP(       ) 4 1
 AA4671  ELLIP H (04/13/95)   13.84   (m)                       GP(       ) 4 1
 AA4671  NGVD 29 (04/13/95)   68.9    (m)          226.     (f) GPS OBS        
 AA4671
 AA4671.Superseded values are not recommended for survey control.
 AA4671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4671.See file dsdata.txt to determine how the superseded data were derived.
 AA4671
 AA4671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6092457547(NAD 83)
 AA4671_MARKER: DD = SURVEY DISK
 AA4671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4671_SP_SET: CONCRETE POST
 AA4671_STAMPING: STA. 2104 1994
 AA4671_MARK LOGO: AL-101
 AA4671_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4671+STABILITY: SURFACE MOTION
 AA4671_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4671+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4671
 AA4671  HISTORY     - Date     Condition        Report By
 AA4671  HISTORY     - 1994     MONUMENTED       CH2M
 AA4671
 AA4671                          STATION DESCRIPTION
 AA4671
 AA4671'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4671'THE STATION IS LOCATED APPROXIMATELY 1.9 MI (3.1 KM) SOUTHEAST OF THE
 AA4671'VILLAGE OF PINTLALA, SNOWDOUN QUADRANGLE, SECTION 34, T14N, R173. THE
 AA4671'STATION IS LOCATED ON LIBERTY CHURCH ROAD APPROXIMATELY 0.4 MI (0.6
 AA4671'KM) FROM PETTUS ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4671'STAMPED STA. 2104 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4671'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4671'22.97 FT (7.00 M) 302 DEGREES FROM THE CENTERLINE OF (512), 27.73 FT
 AA4671'(8.45 M) 24 DEGREES FROM THE LAST GUARD RAIL POST, AND 29.78 FT (9.08
 AA4671'M) 225 DEGREES FROM THE SOUTHWEST CORNER OF A BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4672 ***********************************************************************
 AA4672  DESIGNATION -  2107
 AA4672  PID         -  AA4672
 AA4672  STATE/COUNTY-  AL/MONTGOMERY
 AA4672  USGS QUAD   -  DAVIS CROSSROADS (1981)
 AA4672
 AA4672                         *CURRENT SURVEY CONTROL
 AA4672  ___________________________________________________________________
 AA4672* NAD 83(1992)-  32 11 36.64709(N)    086 09 17.79180(W)     ADJUSTED  
 AA4672* NAVD 88     -        85.3    (meters)     280.     (feet)  VERTCON   
 AA4672  ___________________________________________________________________
 AA4672  X           -     362,297.625 (meters)                     COMP
 AA4672  Y           -  -5,390,543.977 (meters)                     COMP
 AA4672  Z           -   3,378,640.742 (meters)                     COMP
 AA4672  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AA4672  ELLIP HEIGHT-          57.83  (meters)          (07/29/02) GPS OBS
 AA4672  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AA4672
 AA4672  HORZ ORDER  -  FIRST
 AA4672  ELLP ORDER  -  FOURTH    CLASS I
 AA4672
 AA4672.The horizontal coordinates were established by GPS observations
 AA4672.and adjusted by the National Geodetic Survey in April 1995..
 AA4672
 AA4672.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4672.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4672
 AA4672.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4672
 AA4672.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4672
 AA4672.The ellipsoidal height was determined by GPS observations
 AA4672.and is referenced to NAD 83.
 AA4672
 AA4672.The geoid height was determined by GEOID03.
 AA4672
 AA4672;                    North         East     Units Scale Factor Converg.
 AA4672;SPC AL E     -   187,806.911   169,675.315   MT  0.99997134   -0 10 16.9
 AA4672;UTM  16      - 3,562,198.458   579,653.387   MT  0.99967824   +0 27 00.9
 AA4672
 AA4672!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4672!SPC AL E     -   0.99999092  x   0.99997134  =   0.99996226
 AA4672!UTM  16      -   0.99999092  x   0.99967824  =   0.99966916
 AA4672
 AA4672                          SUPERSEDED SURVEY CONTROL
 AA4672
 AA4672  ELLIP H (10/22/97)   57.91   (m)                       GP(       ) 4 1
 AA4672  ELLIP H (04/13/95)   30.08   (m)                       GP(       ) 4 1
 AA4672  NGVD 29 (04/13/95)   85.3    (m)          280.     (f) GPS OBS        
 AA4672
 AA4672.Superseded values are not recommended for survey control.
 AA4672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4672.See file dsdata.txt to determine how the superseded data were derived.
 AA4672
 AA4672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7965362198(NAD 83)
 AA4672_MARKER: DD = SURVEY DISK
 AA4672_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4672_SP_SET: CONCRETE POST
 AA4672_STAMPING: STA. 2107 1994
 AA4672_MARK LOGO: AL-101
 AA4672_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4672_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4672+STABILITY: SURFACE MOTION
 AA4672_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4672+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4672
 AA4672  HISTORY     - Date     Condition        Report By
 AA4672  HISTORY     - 1994     MONUMENTED       CH2M
 AA4672
 AA4672                          STATION DESCRIPTION
 AA4672
 AA4672'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4672'THE STATION IS LOCATED APPROXIMATELY 3.6 MI (5.8 KM) NORTHWEST OF
 AA4672'TEASLEYS MILL, DAVIS CROSSROAD QUADRANGLE, SECTION 16, T14N, R19E. THE
 AA4672'STATION IS LOCATED APPROXIMATELY 2.7 MI (4.3 KM) SOUTH OF THE MT. ZION
 AA4672'WOODLEY ROAD INTERSECTION ON THE NORTHEAST SIDE OF WOODLEY ROAD. THE
 AA4672'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 2107 1994, AND
 AA4672'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4672'WITH THE GROUND.  THE DISK IS LOCATED 29.98 FT (9.14 M) 74 DEGREES
 AA4672'FROM THE CENTERLINE OF WOODLEY ROAD, 262.35 FT (79.96 M) 160 DEGREES
 AA4672'FROM A POWER POLE, AND 199.8 FT (60.9 M) 346 DEGREES FROM A POWER
 AA4672'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4673 ***********************************************************************
 AA4673  DESIGNATION -  2109
 AA4673  PID         -  AA4673
 AA4673  STATE/COUNTY-  AL/MONTGOMERY
 AA4673  USGS QUAD   -  TEASLEYS MILL (1971)
 AA4673
 AA4673                         *CURRENT SURVEY CONTROL
 AA4673  ___________________________________________________________________
 AA4673* NAD 83(1992)-  32 11 36.43776(N)    086 02 37.88303(W)     ADJUSTED  
 AA4673* NAVD 88     -        95.8    (meters)     314.     (feet)  VERTCON   
 AA4673  ___________________________________________________________________
 AA4673  X           -     372,749.040 (meters)                     COMP
 AA4673  Y           -  -5,389,843.693 (meters)                     COMP
 AA4673  Z           -   3,378,640.869 (meters)                     COMP
 AA4673  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AA4673  ELLIP HEIGHT-          68.31  (meters)          (07/29/02) GPS OBS
 AA4673  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AA4673
 AA4673  HORZ ORDER  -  FIRST
 AA4673  ELLP ORDER  -  FOURTH    CLASS I
 AA4673
 AA4673.The horizontal coordinates were established by GPS observations
 AA4673.and adjusted by the National Geodetic Survey in April 1995..
 AA4673
 AA4673.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4673.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4673
 AA4673.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4673
 AA4673.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4673
 AA4673.The ellipsoidal height was determined by GPS observations
 AA4673.and is referenced to NAD 83.
 AA4673
 AA4673.The geoid height was determined by GEOID03.
 AA4673
 AA4673;                    North         East     Units Scale Factor Converg.
 AA4673;SPC AL E     -   187,774.549   180,149.671   MT  0.99996486   -0 06 43.8
 AA4673;UTM  16      - 3,562,279.710   590,124.556   MT  0.99970016   +0 30 34.0
 AA4673
 AA4673!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4673!SPC AL E     -   0.99998927  x   0.99996486  =   0.99995413
 AA4673!UTM  16      -   0.99998927  x   0.99970016  =   0.99968944
 AA4673
 AA4673                          SUPERSEDED SURVEY CONTROL
 AA4673
 AA4673  ELLIP H (10/22/97)   68.38   (m)                       GP(       ) 4 1
 AA4673  ELLIP H (04/13/95)   40.51   (m)                       GP(       ) 4 1
 AA4673  NGVD 29 (04/13/95)   95.8    (m)          314.     (f) GPS OBS        
 AA4673
 AA4673.Superseded values are not recommended for survey control.
 AA4673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4673.See file dsdata.txt to determine how the superseded data were derived.
 AA4673
 AA4673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9012562280(NAD 83)
 AA4673_MARKER: DD = SURVEY DISK
 AA4673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4673_SP_SET: CONCRETE POST
 AA4673_STAMPING: STA. 2109 1994
 AA4673_MARK LOGO: AL-101
 AA4673_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4673+STABILITY: SURFACE MOTION
 AA4673_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4673+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4673
 AA4673  HISTORY     - Date     Condition        Report By
 AA4673  HISTORY     - 1994     MONUMENTED       CH2M
 AA4673
 AA4673                          STATION DESCRIPTION
 AA4673
 AA4673'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4673'THE STATION IS LOCATED APPROXIMATELY 0.4 MI (0.6 KM) NORTH OF MAMIE,
 AA4673'TEASLEYS MILL QUADRANGLE, SECTION 15, T14N, R20E.  THE STATION IS
 AA4673'LOCATED APPROXIMATELY 0.4 MI (0.6 KM) NORTH OF MAMIE ON THE WEST SIDE
 AA4673'OF OLD PIKE ROAD (ROUTE 101). THE STATION IS A MONTGOMERY COUNTY
 AA4673'SURVEY DISK STAMPED STA. 2109 1994, AND SET IN THE TOP OF A 10 INCH
 AA4673'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS
 AA4673'LOCATED 49.58 FT (15.11 M) 245 DEGREES FROM THE CENTERLINE OF ROUTE
 AA4673'101, 180.72 FT (55.08 M) 163 DEGREES FROM A CONCRETE CULVERT, AND
 AA4673'175.92 FT (53.62 M) 332 DEGREES FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4674 ***********************************************************************
 AA4674  DESIGNATION -  2110
 AA4674  PID         -  AA4674
 AA4674  STATE/COUNTY-  AL/MONTGOMERY
 AA4674  USGS QUAD   -  TEASLEYS MILL (1971)
 AA4674
 AA4674                         *CURRENT SURVEY CONTROL
 AA4674  ___________________________________________________________________
 AA4674* NAD 83(1992)-  32 09 11.33726(N)    086 02 50.19333(W)     ADJUSTED  
 AA4674* NAVD 88     -       106.5    (meters)     349.     (feet)  VERTCON   
 AA4674  ___________________________________________________________________
 AA4674  X           -     372,592.048 (meters)                     COMP
 AA4674  Y           -  -5,392,249.298 (meters)                     COMP
 AA4674  Z           -   3,374,863.386 (meters)                     COMP
 AA4674  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AA4674  ELLIP HEIGHT-          79.06  (meters)          (07/29/02) GPS OBS
 AA4674  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AA4674
 AA4674  HORZ ORDER  -  FIRST
 AA4674  ELLP ORDER  -  FOURTH    CLASS I
 AA4674
 AA4674.The horizontal coordinates were established by GPS observations
 AA4674.and adjusted by the National Geodetic Survey in April 1995..
 AA4674
 AA4674.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4674.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4674
 AA4674.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4674
 AA4674.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4674
 AA4674.The ellipsoidal height was determined by GPS observations
 AA4674.and is referenced to NAD 83.
 AA4674
 AA4674.The geoid height was determined by GEOID03.
 AA4674
 AA4674;                    North         East     Units Scale Factor Converg.
 AA4674;SPC AL E     -   183,305.858   179,818.354   MT  0.99996502   -0 06 49.9
 AA4674;UTM  16      - 3,557,808.875   589,841.788   MT  0.99969954   +0 30 25.4
 AA4674
 AA4674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4674!SPC AL E     -   0.99998759  x   0.99996502  =   0.99995261
 AA4674!UTM  16      -   0.99998759  x   0.99969954  =   0.99968713
 AA4674
 AA4674                          SUPERSEDED SURVEY CONTROL
 AA4674
 AA4674  ELLIP H (10/22/97)   79.14   (m)                       GP(       ) 4 1
 AA4674  ELLIP H (04/13/95)   51.42   (m)                       GP(       ) 4 1
 AA4674  NGVD 29 (04/13/95)  106.4    (m)          349.     (f) GPS OBS        
 AA4674
 AA4674.Superseded values are not recommended for survey control.
 AA4674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4674.See file dsdata.txt to determine how the superseded data were derived.
 AA4674
 AA4674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8984257809(NAD 83)
 AA4674_MARKER: DD = SURVEY DISK
 AA4674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4674_SP_SET: CONCRETE POST
 AA4674_STAMPING: STA. 2110 1994
 AA4674_MARK LOGO: AL-101
 AA4674_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4674+STABILITY: SURFACE MOTION
 AA4674_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4674+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4674
 AA4674  HISTORY     - Date     Condition        Report By
 AA4674  HISTORY     - 1994     MONUMENTED       CH2M
 AA4674
 AA4674                          STATION DESCRIPTION
 AA4674
 AA4674'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4674'THE STATION IS LOCATED APPROXIMATELY 2.6 MI (4.2 KM) SOUTH OF MAMIE,
 AA4674'TEASLEYS MILL QUADRANGLE, SECTION 34, T14N, R20E.  THE STATION IS
 AA4674'LOCATED APPROXIMATELY 2.7 MI (4.3 KM) NORTHWEST OF THE HIGHWAY 82 OLD
 AA4674'PIKE ROAD INTERSECTION. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4674'STAMPED STA. 2110 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4674'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4674'47.56 FT (14.50 M) 237 DEGREES FROM THE CENTERLINE OF U.S. 82, 82.09
 AA4674'FT (25.02 M) 145 DEGREES FROM A POWER POLE, AND 10.65 FT (3.25 M) 57
 AA4674'DEGREES FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4675 ***********************************************************************
 AA4675  DESIGNATION -  2113
 AA4675  PID         -  AA4675
 AA4675  STATE/COUNTY-  AL/MONTGOMERY
 AA4675  USGS QUAD   -  SELLERS (1985)
 AA4675
 AA4675                         *CURRENT SURVEY CONTROL
 AA4675  ___________________________________________________________________
 AA4675* NAD 83(1992)-  32 06 34.09410(N)    086 20 57.67373(W)     ADJUSTED  
 AA4675* NAVD 88     -        97.3    (meters)     319.     (feet)  VERTCON   
 AA4675  ___________________________________________________________________
 AA4675  X           -     344,321.231 (meters)                     COMP
 AA4675  Y           -  -5,396,701.930 (meters)                     COMP
 AA4675  Z           -   3,370,756.887 (meters)                     COMP
 AA4675  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AA4675  ELLIP HEIGHT-          69.97  (meters)          (07/29/02) GPS OBS
 AA4675  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AA4675
 AA4675  HORZ ORDER  -  FIRST
 AA4675  ELLP ORDER  -  FOURTH    CLASS I
 AA4675
 AA4675.The horizontal coordinates were established by GPS observations
 AA4675.and adjusted by the National Geodetic Survey in April 1995..
 AA4675
 AA4675.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4675.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4675
 AA4675.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4675
 AA4675.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4675
 AA4675.The ellipsoidal height was determined by GPS observations
 AA4675.and is referenced to NAD 83.
 AA4675
 AA4675.The geoid height was determined by GEOID03.
 AA4675
 AA4675;                    North         East     Units Scale Factor Converg.
 AA4675;SPC AL E     -   178,559.083   151,299.286   MT  0.99998924   -0 16 27.4
 AA4675;UTM  16      - 3,552,755.053   561,384.457   MT  0.99964647   +0 20 45.1
 AA4675
 AA4675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4675!SPC AL E     -   0.99998901  x   0.99998924  =   0.99997825
 AA4675!UTM  16      -   0.99998901  x   0.99964647  =   0.99963549
 AA4675
 AA4675                          SUPERSEDED SURVEY CONTROL
 AA4675
 AA4675  ELLIP H (10/22/97)   70.05   (m)                       GP(       ) 4 1
 AA4675  ELLIP H (04/13/95)   42.39   (m)                       GP(       ) 4 1
 AA4675  NGVD 29 (04/13/95)   97.3    (m)          319.     (f) GPS OBS        
 AA4675
 AA4675.Superseded values are not recommended for survey control.
 AA4675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4675.See file dsdata.txt to determine how the superseded data were derived.
 AA4675
 AA4675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6138452755(NAD 83)
 AA4675_MARKER: DD = SURVEY DISK
 AA4675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4675_SP_SET: CONCRETE POST
 AA4675_STAMPING: STA. 2113 1994
 AA4675_MARK LOGO: AL-101
 AA4675_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4675+STABILITY: SURFACE MOTION
 AA4675_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4675+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4675
 AA4675  HISTORY     - Date     Condition        Report By
 AA4675  HISTORY     - 1994     MONUMENTED       CH2M
 AA4675
 AA4675                          STATION DESCRIPTION
 AA4675
 AA4675'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4675'THE STATION IS LOCATED APPROXIMATELY 0.1 MI (0.2 KM) NORTH OF THE
 AA4675'VILLAGE OF FLETA, SELLERS QUADRANGLE, SECTION 10, T13N, R17E.  THE
 AA4675'STATION IS LOCATED ON PETTUS ROAD APPROXIMATELY 0.1 MI (0.2 KM) NORTH
 AA4675'OF LETOHATCHEE ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4675'STAMPED STA. 2113 1994, AND SET IN THE TOP OF A 10 INCH CONCRETE
 AA4675'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 16.43 FT
 AA4675'(5.01 M) 339 DEGREES FROM THE CENTERLINE OF ROUTE 14, 90.04 FT (27.44
 AA4675'M) 280 DEGREES FROM A POWER BOX, AND 23.65 FT (7.21 M) 357 DEGREES
 AA4675'FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4676 ***********************************************************************
 AA4676  DESIGNATION -  2114
 AA4676  PID         -  AA4676
 AA4676  STATE/COUNTY-  AL/MONTGOMERY
 AA4676  USGS QUAD   -  SELLERS (1985)
 AA4676
 AA4676                         *CURRENT SURVEY CONTROL
 AA4676  ___________________________________________________________________
 AA4676* NAD 83(1992)-  32 06 39.95460(N)    086 16 28.15838(W)     ADJUSTED  
 AA4676* NAVD 88     -       101.3    (meters)     332.     (feet)  VERTCON   
 AA4676  ___________________________________________________________________
 AA4676  X           -     351,366.505 (meters)                     COMP
 AA4676  Y           -  -5,396,155.020 (meters)                     COMP
 AA4676  Z           -   3,370,911.902 (meters)                     COMP
 AA4676  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA4676  ELLIP HEIGHT-          73.94  (meters)          (07/29/02) GPS OBS
 AA4676  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AA4676
 AA4676  HORZ ORDER  -  FIRST
 AA4676  ELLP ORDER  -  FOURTH    CLASS I
 AA4676
 AA4676.The horizontal coordinates were established by GPS observations
 AA4676.and adjusted by the National Geodetic Survey in April 1995..
 AA4676
 AA4676.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4676.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4676
 AA4676.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4676
 AA4676.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4676
 AA4676.The ellipsoidal height was determined by GPS observations
 AA4676.and is referenced to NAD 83.
 AA4676
 AA4676.The geoid height was determined by GEOID03.
 AA4676
 AA4676;                    North         East     Units Scale Factor Converg.
 AA4676;SPC AL E     -   178,708.224   158,365.697   MT  0.99998137   -0 14 04.2
 AA4676;UTM  16      - 3,552,980.594   568,446.486   MT  0.99965777   +0 23 08.4
 AA4676
 AA4676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4676!SPC AL E     -   0.99998839  x   0.99998137  =   0.99996976
 AA4676!UTM  16      -   0.99998839  x   0.99965777  =   0.99964616
 AA4676
 AA4676                          SUPERSEDED SURVEY CONTROL
 AA4676
 AA4676  ELLIP H (10/22/97)   74.03   (m)                       GP(       ) 4 1
 AA4676  ELLIP H (04/13/95)   46.39   (m)                       GP(       ) 4 1
 AA4676  NGVD 29 (04/13/95)  101.3    (m)          332.     (f) GPS OBS        
 AA4676
 AA4676.Superseded values are not recommended for survey control.
 AA4676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4676.See file dsdata.txt to determine how the superseded data were derived.
 AA4676
 AA4676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6844652981(NAD 83)
 AA4676_MARKER: DD = SURVEY DISK
 AA4676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4676_SP_SET: CONCRETE POST
 AA4676_STAMPING: STA. 2114 1994
 AA4676_MARK LOGO: AL-101
 AA4676_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4676+STABILITY: SURFACE MOTION
 AA4676_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4676+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4676
 AA4676  HISTORY     - Date     Condition        Report By
 AA4676  HISTORY     - 1994     MONUMENTED       CH2M
 AA4676
 AA4676                          STATION DESCRIPTION
 AA4676
 AA4676'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4676'THE STATION IS LOCATED APPROXIMATELY 0.5 MI (0.8 KM) NORTH OF THE
 AA4676'VILLAGE OF ADA, SELLERS QUADRANGLE, SECTION 8, T13N, R18E.  THE
 AA4676'STATION IS LOCATED ON THE EAST SIDE OF ROUTE 331 APPROXIMATELY 0.5 MI
 AA4676'(0.8 KM) NORTH OF ADA ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY
 AA4676'DISK STAMPED STA. 2114 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4676'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4676'38.42 FT (11.71 M) 97 DEGREES FROM THE CENTER DOUBLE LINE WITH A P K
 AA4676'NAIL, 17.07 FT (5.20 M) 9 DEGREES FROM THE LAST GUARD RAIL, 23.68 FT
 AA4676'(7.22 M) 276 DEGREES FROM THE TWELFTH METAL FENCE POST FROM THE
 AA4676'DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4677 ***********************************************************************
 AA4677  DESIGNATION -  2115
 AA4677  PID         -  AA4677
 AA4677  STATE/COUNTY-  AL/MONTGOMERY
 AA4677  USGS QUAD   -  SELLERS (1985)
 AA4677
 AA4677                         *CURRENT SURVEY CONTROL
 AA4677  ___________________________________________________________________
 AA4677* NAD 83(1992)-  32 04 27.13535(N)    086 21 18.54658(W)     ADJUSTED  
 AA4677* NAVD 88     -       101.9    (meters)     334.     (feet)  VERTCON   
 AA4677  ___________________________________________________________________
 AA4677  X           -     343,907.440 (meters)                     COMP
 AA4677  Y           -  -5,398,814.069 (meters)                     COMP
 AA4677  Z           -   3,367,446.209 (meters)                     COMP
 AA4677  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AA4677  ELLIP HEIGHT-          74.55  (meters)          (07/29/02) GPS OBS
 AA4677  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AA4677
 AA4677  HORZ ORDER  -  FIRST
 AA4677  ELLP ORDER  -  FOURTH    CLASS I
 AA4677
 AA4677.The horizontal coordinates were established by GPS observations
 AA4677.and adjusted by the National Geodetic Survey in April 1995..
 AA4677
 AA4677.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4677.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4677
 AA4677.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4677
 AA4677.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4677
 AA4677.The ellipsoidal height was determined by GPS observations
 AA4677.and is referenced to NAD 83.
 AA4677
 AA4677.The geoid height was determined by GEOID03.
 AA4677
 AA4677;                    North         East     Units Scale Factor Converg.
 AA4677;SPC AL E     -   174,651.177   150,733.155   MT  0.99998992   -0 16 37.6
 AA4677;UTM  16      - 3,548,842.595   560,860.815   MT  0.99964568   +0 20 32.8
 AA4677
 AA4677!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4677!SPC AL E     -   0.99998829  x   0.99998992  =   0.99997821
 AA4677!UTM  16      -   0.99998829  x   0.99964568  =   0.99963398
 AA4677
 AA4677                          SUPERSEDED SURVEY CONTROL
 AA4677
 AA4677  ELLIP H (10/22/97)   74.63   (m)                       GP(       ) 4 1
 AA4677  ELLIP H (04/13/95)   47.05   (m)                       GP(       ) 4 1
 AA4677  NGVD 29 (04/13/95)  101.8    (m)          334.     (f) GPS OBS        
 AA4677
 AA4677.Superseded values are not recommended for survey control.
 AA4677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4677.See file dsdata.txt to determine how the superseded data were derived.
 AA4677
 AA4677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6086148843(NAD 83)
 AA4677_MARKER: DD = SURVEY DISK
 AA4677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4677_SP_SET: CONCRETE POST
 AA4677_STAMPING: STA. 2115 1994
 AA4677_MARK LOGO: AL-101
 AA4677_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4677+STABILITY: SURFACE MOTION
 AA4677_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4677+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4677
 AA4677  HISTORY     - Date     Condition        Report By
 AA4677  HISTORY     - 1994     MONUMENTED       CH2M
 AA4677
 AA4677                          STATION DESCRIPTION
 AA4677
 AA4677'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4677'THE STATION IS LOCATED APPROXIMATELY 1.2 MI (1.9 KM) NORTH OF GUYS
 AA4677'CROSSROADS, SELLERS QUADRANGLE, SECTION 28, T13N, R17E.  THE STATION
 AA4677'IS LOCATED ON THE WEST SIDE OF PETTUS ROAD APPROXIMATELY 1.2 MI (1.9
 AA4677'KM) NORTH OF HICKORY GROVE ROAD. THE STATION IS A MONTGOMERY COUNTY
 AA4677'SURVEY DISK STAMPED STA. 2115 1994, AND SET IN THE TOP OF A 10 INCH
 AA4677'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS
 AA4677'LOCATED 14.81 FT (4.51 M) 270 DEGREES FROM THE CENTERLINE OF ROUTE 19,
 AA4677'117.15 FT (35.71 M) 2 DEGREES FROM MAILBOX NO.70, AND 23.12 FT (7.05
 AA4677'M) 95 DEGREES FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4678 ***********************************************************************
 AA4678  DESIGNATION -  2118
 AA4678  PID         -  AA4678
 AA4678  STATE/COUNTY-  AL/MONTGOMERY
 AA4678  USGS QUAD   -  RAMER (1971)
 AA4678
 AA4678                         *CURRENT SURVEY CONTROL
 AA4678  ___________________________________________________________________
 AA4678* NAD 83(1992)-  32 06 37.43637(N)    086 11 36.04548(W)     ADJUSTED  
 AA4678* NAVD 88     -       121.7    (meters)     399.     (feet)  VERTCON   
 AA4678  ___________________________________________________________________
 AA4678  X           -     359,012.092 (meters)                     COMP
 AA4678  Y           -  -5,395,710.461 (meters)                     COMP
 AA4678  Z           -   3,370,857.091 (meters)                     COMP
 AA4678  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AA4678  ELLIP HEIGHT-          94.43  (meters)          (07/29/02) GPS OBS
 AA4678  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA4678
 AA4678  HORZ ORDER  -  FIRST
 AA4678  ELLP ORDER  -  FOURTH    CLASS I
 AA4678
 AA4678.The horizontal coordinates were established by GPS observations
 AA4678.and adjusted by the National Geodetic Survey in April 1995..
 AA4678
 AA4678.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4678.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4678
 AA4678.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4678
 AA4678.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4678
 AA4678.The ellipsoidal height was determined by GPS observations
 AA4678.and is referenced to NAD 83.
 AA4678
 AA4678.The geoid height was determined by GEOID03.
 AA4678
 AA4678;                    North         East     Units Scale Factor Converg.
 AA4678;SPC AL E     -   178,602.199   166,023.361   MT  0.99997423   -0 11 28.9
 AA4678;UTM  16      - 3,552,957.467   576,102.451   MT  0.99967142   +0 25 43.7
 AA4678
 AA4678!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4678!SPC AL E     -   0.99998517  x   0.99997423  =   0.99995940
 AA4678!UTM  16      -   0.99998517  x   0.99967142  =   0.99965660
 AA4678
 AA4678                          SUPERSEDED SURVEY CONTROL
 AA4678
 AA4678  ELLIP H (10/22/97)   94.51   (m)                       GP(       ) 4 1
 AA4678  ELLIP H (04/13/95)   66.92   (m)                       GP(       ) 4 1
 AA4678  NGVD 29 (04/13/95)  121.7    (m)          399.     (f) GPS OBS        
 AA4678
 AA4678.Superseded values are not recommended for survey control.
 AA4678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4678.See file dsdata.txt to determine how the superseded data were derived.
 AA4678
 AA4678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7610252957(NAD 83)
 AA4678_MARKER: DD = SURVEY DISK
 AA4678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4678_SP_SET: CONCRETE POST
 AA4678_STAMPING: STA. 2118 1994
 AA4678_MARK LOGO: AL-101
 AA4678_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4678+STABILITY: SURFACE MOTION
 AA4678_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4678+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4678
 AA4678  HISTORY     - Date     Condition        Report By
 AA4678  HISTORY     - 1994     MONUMENTED       CH2M
 AA4678
 AA4678                          STATION DESCRIPTION
 AA4678
 AA4678'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4678'THE STATION IS LOCATED APPROXIMATELY 4.5 MI (7.2 KM) NORTHEAST OF THE
 AA4678'VILLAGE OF RAMER, RAMER QUADRANGLE, SECTION 18, T13N, R18E.  THE
 AA4678'STATION IS LOCATED APPROXIMATELY 0.4 MI (0.6 KM) SOUTH OF SPRAGUE
 AA4678'JUNCTION ON THE EAST SIDE OF PAULK ROAD. THE STATION IS A MONTGOMERY
 AA4678'COUNTY SURVEY DISK STAMPED STA. 2118 1994, AND SET IN THE TOP OF A 10
 AA4678'INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE
 AA4678'DISK IS LOCATED 25.11 FT (7.65 M) 107 DEGREES FROM THE CENTERLINE OF
 AA4678'PAULK ROAD, 78.78 FT (24.01 M) 212 DEGREES FROM A PHONE BOX, AND 25.80
 AA4678'FT (7.86 M) 322 DEGREES FROM AN UNDERGROUND CABLE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4679 ***********************************************************************
 AA4679  DESIGNATION -  2119
 AA4679  PID         -  AA4679
 AA4679  STATE/COUNTY-  AL/MONTGOMERY
 AA4679  USGS QUAD   -  PINE LEVEL (1971)
 AA4679
 AA4679                         *CURRENT SURVEY CONTROL
 AA4679  ___________________________________________________________________
 AA4679* NAD 83(1992)-  32 06 42.85627(N)    086 03 59.39011(W)     ADJUSTED  
 AA4679* NAVD 88     -        98.4    (meters)     323.     (feet)  VERTCON   
 AA4679  ___________________________________________________________________
 AA4679  X           -     370,949.473 (meters)                     COMP
 AA4679  Y           -  -5,394,794.171 (meters)                     COMP
 AA4679  Z           -   3,370,986.103 (meters)                     COMP
 AA4679  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AA4679  ELLIP HEIGHT-          71.11  (meters)          (07/29/02) GPS OBS
 AA4679  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AA4679
 AA4679  HORZ ORDER  -  FIRST
 AA4679  ELLP ORDER  -  FOURTH    CLASS I
 AA4679
 AA4679.The horizontal coordinates were established by GPS observations
 AA4679.and adjusted by the National Geodetic Survey in April 1995..
 AA4679
 AA4679.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4679.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4679
 AA4679.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4679
 AA4679.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4679
 AA4679.The ellipsoidal height was determined by GPS observations
 AA4679.and is referenced to NAD 83.
 AA4679
 AA4679.The geoid height was determined by GEOID03.
 AA4679
 AA4679;                    North         East     Units Scale Factor Converg.
 AA4679;SPC AL E     -   178,736.198   177,995.264   MT  0.99996597   -0 07 26.2
 AA4679;UTM  16      - 3,553,220.967   588,068.771   MT  0.99969565   +0 29 46.5
 AA4679
 AA4679!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4679!SPC AL E     -   0.99998883  x   0.99996597  =   0.99995481
 AA4679!UTM  16      -   0.99998883  x   0.99969565  =   0.99968449
 AA4679
 AA4679                          SUPERSEDED SURVEY CONTROL
 AA4679
 AA4679  ELLIP H (10/22/97)   71.19   (m)                       GP(       ) 4 1
 AA4679  ELLIP H (04/13/95)   43.61   (m)                       GP(       ) 4 1
 AA4679  NGVD 29 (04/13/95)   98.4    (m)          323.     (f) GPS OBS        
 AA4679
 AA4679.Superseded values are not recommended for survey control.
 AA4679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4679.See file dsdata.txt to determine how the superseded data were derived.
 AA4679
 AA4679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8806953221(NAD 83)
 AA4679_MARKER: DD = SURVEY DISK
 AA4679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4679_SP_SET: CONCRETE POST
 AA4679_STAMPING: STA. 2119 1994
 AA4679_MARK LOGO: AL-101
 AA4679_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4679+STABILITY: SURFACE MOTION
 AA4679_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4679+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4679
 AA4679  HISTORY     - Date     Condition        Report By
 AA4679  HISTORY     - 1994     MONUMENTED       CH2M
 AA4679
 AA4679                          STATION DESCRIPTION
 AA4679
 AA4679'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4679'THE STATION IS LOCATED APPROXIMATELY 2.8 MI (4.5 KM) NORTH OF PINE
 AA4679'LEVEL, PINE LEVEL QUADRANGLE, SEC 8, T13N, R20E.  THE STATION IS
 AA4679'LOCATED IN THE MEDIAN OF HIGHWAY 231, 0.5 MI (0.8 KM) SOUTH OF
 AA4679'GREENWOOD ROAD, APPROXIMATELY 80 FT (24.4 M) NORTH OF A BRIDGE. THE
 AA4679'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 2119 1994, AND
 AA4679'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4679'WITH THE GROUND.  THE DISK IS LOCATED 25.61 FT (7.81 M) 84 DEGREES
 AA4679'FROM THE CENTERLINE OF THE HIGHWAY 231 SOUTHBOUND LANES, 51.98 FT
 AA4679'(15.84 M) 261 DEGREES FROM THE CENTERLINE OF THE HIGHWAY 231
 AA4679'NORTHBOUND LANES, AND 11.44 FT (3.49 M) 20 DEGREES FROM THE LAST GUARD
 AA4679'RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4680 ***********************************************************************
 AA4680  DESIGNATION -  2120
 AA4680  PID         -  AA4680
 AA4680  STATE/COUNTY-  AL/MONTGOMERY
 AA4680  USGS QUAD   -  PINE LEVEL (1971)
 AA4680
 AA4680                         *CURRENT SURVEY CONTROL
 AA4680  ___________________________________________________________________
 AA4680* NAD 83(1992)-  32 04 23.11709(N)    086 04 53.61910(W)     ADJUSTED  
 AA4680* NAVD 88     -       152.1    (meters)     499.     (feet)  VERTCON   
 AA4680  ___________________________________________________________________
 AA4680  X           -     369,690.505 (meters)                     COMP
 AA4680  Y           -  -5,397,218.465 (meters)                     COMP
 AA4680  Z           -   3,367,368.053 (meters)                     COMP
 AA4680  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA4680  ELLIP HEIGHT-         124.88  (meters)          (07/29/02) GPS OBS
 AA4680  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AA4680
 AA4680  HORZ ORDER  -  FIRST
 AA4680  ELLP ORDER  -  FOURTH    CLASS I
 AA4680
 AA4680.The horizontal coordinates were established by GPS observations
 AA4680.and adjusted by the National Geodetic Survey in April 1995..
 AA4680
 AA4680.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4680
 AA4680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4680
 AA4680.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4680
 AA4680.The ellipsoidal height was determined by GPS observations
 AA4680.and is referenced to NAD 83.
 AA4680
 AA4680.The geoid height was determined by GEOID03.
 AA4680
 AA4680;                    North         East     Units Scale Factor Converg.
 AA4680;SPC AL E     -   174,435.233   176,563.732   MT  0.99996677   -0 07 54.5
 AA4680;UTM  16      - 3,548,905.942   586,684.230   MT  0.99969267   +0 29 15.8
 AA4680
 AA4680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4680!SPC AL E     -   0.99998039  x   0.99996677  =   0.99994716
 AA4680!UTM  16      -   0.99998039  x   0.99969267  =   0.99967307
 AA4680
 AA4680                          SUPERSEDED SURVEY CONTROL
 AA4680
 AA4680  ELLIP H (10/22/97)  124.96   (m)                       GP(       ) 4 1
 AA4680  ELLIP H (04/13/95)   97.42   (m)                       GP(       ) 4 1
 AA4680  NGVD 29 (04/13/95)  152.1    (m)          499.     (f) GPS OBS        
 AA4680
 AA4680.Superseded values are not recommended for survey control.
 AA4680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4680.See file dsdata.txt to determine how the superseded data were derived.
 AA4680
 AA4680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8668448906(NAD 83)
 AA4680_MARKER: DD = SURVEY DISK
 AA4680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4680_SP_SET: CONCRETE POST
 AA4680_STAMPING: STA. 2120 1994
 AA4680_MARK LOGO: AL-101
 AA4680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4680+STABILITY: SURFACE MOTION
 AA4680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4680+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4680
 AA4680  HISTORY     - Date     Condition        Report By
 AA4680  HISTORY     - 1994     MONUMENTED       CH2M
 AA4680
 AA4680                          STATION DESCRIPTION
 AA4680
 AA4680'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4680'THE STATION IS LOCATED APPROXIMATELY 1.25 MI (2.01 KM) WEST OF PINE
 AA4680'LEVEL, PINE LEVEL QUADRANGLE, SECTION 30, T13N, R20E.  THE STATION IS
 AA4680'LOCATED AT THE INTERSECTION OF WOODLEY ROAD AND PARKER ROAD ON THE
 AA4680'EAST SIDE OF WOODLEY ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY
 AA4680'DISK STAMPED STA. 2120 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4680'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4680'15.58 FT (4.75 M) 68 DEGREES FROM THE CENTERLINE OF WOODLEY ROAD,
 AA4680'119.8 FT (36.5 M) 22 DEGREES FROM A POWER POLE, AND 31.71 FT (9.67 M)
 AA4680'174 DEGREES FROM A PHONE BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4681 ***********************************************************************
 AA4681  DESIGNATION -  2122
 AA4681  PID         -  AA4681
 AA4681  STATE/COUNTY-  AL/MONTGOMERY
 AA4681  USGS QUAD   -  PINE LEVEL (1971)
 AA4681
 AA4681                         *CURRENT SURVEY CONTROL
 AA4681  ___________________________________________________________________
 AA4681* NAD 83(1992)-  32 01 59.31655(N)    086 01 58.07286(W)     ADJUSTED  
 AA4681* NAVD 88     -       142.5    (meters)     468.     (feet)  VERTCON   
 AA4681  ___________________________________________________________________
 AA4681  X           -     374,445.873 (meters)                     COMP
 AA4681  Y           -  -5,399,238.944 (meters)                     COMP
 AA4681  Z           -   3,363,608.803 (meters)                     COMP
 AA4681  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AA4681  ELLIP HEIGHT-         115.38  (meters)          (07/29/02) GPS OBS
 AA4681  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AA4681
 AA4681  HORZ ORDER  -  FIRST
 AA4681  ELLP ORDER  -  FOURTH    CLASS I
 AA4681
 AA4681.The horizontal coordinates were established by GPS observations
 AA4681.and adjusted by the National Geodetic Survey in April 1995..
 AA4681
 AA4681.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4681
 AA4681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4681
 AA4681.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4681
 AA4681.The ellipsoidal height was determined by GPS observations
 AA4681.and is referenced to NAD 83.
 AA4681
 AA4681.The geoid height was determined by GEOID03.
 AA4681
 AA4681;                    North         East     Units Scale Factor Converg.
 AA4681;SPC AL E     -   169,996.482   181,159.475   MT  0.99996438   -0 06 20.9
 AA4681;UTM  16      - 3,544,518.290   591,326.430   MT  0.99970286   +0 30 47.0
 AA4681
 AA4681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4681!SPC AL E     -   0.99998188  x   0.99996438  =   0.99994626
 AA4681!UTM  16      -   0.99998188  x   0.99970286  =   0.99968475
 AA4681
 AA4681                          SUPERSEDED SURVEY CONTROL
 AA4681
 AA4681  ELLIP H (10/22/97)  115.46   (m)                       GP(       ) 4 1
 AA4681  ELLIP H (04/13/95)   88.06   (m)                       GP(       ) 4 1
 AA4681  NGVD 29 (04/13/95)  142.5    (m)          468.     (f) GPS OBS        
 AA4681
 AA4681.Superseded values are not recommended for survey control.
 AA4681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4681.See file dsdata.txt to determine how the superseded data were derived.
 AA4681
 AA4681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9132644518(NAD 83)
 AA4681_MARKER: DD = SURVEY DISK
 AA4681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4681_SP_SET: CONCRETE POST
 AA4681_STAMPING: STA. 2122 1994
 AA4681_MARK LOGO: AL-101
 AA4681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4681+STABILITY: SURFACE MOTION
 AA4681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4681+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4681
 AA4681  HISTORY     - Date     Condition        Report By
 AA4681  HISTORY     - 1994     MONUMENTED       CH2M
 AA4681
 AA4681                          STATION DESCRIPTION
 AA4681
 AA4681'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4681'THE STATION IS LOCATED APPROXIMATELY 2.8 MI (4.5 KM) SOUTH OF PINE
 AA4681'LEVEL, PINE LEVEL QUADRANGLE, SECTION 10 T12N, R20E.  THE STATION IS
 AA4681'LOCATED APPROXIMATELY 0.5 MI (0.8 KM) SOUTH OF MERIWETHER TRAIL (28)
 AA4681'IN MEDIAN OF HIGHWAY 231. THE STATION IS A MONTGOMERY COUNTY SURVEY
 AA4681'DISK STAMPED STA. 2122 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4681'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4681'40.95 FT (12.48 M) 95 DEGREES FROM THE CENTERLINE OF THE HIGHWAY 231
 AA4681'SOUTHBOUND LANES, 83.12 FT (25.34 M) 275 DEGREES FROM THE CENTERLINE
 AA4681'OF THE HIGHWAY 231 NORTHBOUND LANES, AND 27.55 FT (8.40 M) 229 DEGREES
 AA4681'FROM A HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4682 ***********************************************************************
 AA4682  DESIGNATION -  2125
 AA4682  PID         -  AA4682
 AA4682  STATE/COUNTY-  AL/MONTGOMERY
 AA4682  USGS QUAD   -  GRADY (1979)
 AA4682
 AA4682                         *CURRENT SURVEY CONTROL
 AA4682  ___________________________________________________________________
 AA4682* NAD 83(1992)-  31 59 18.78974(N)    086 12 01.56978(W)     ADJUSTED  
 AA4682* NAVD 88     -       135.1    (meters)     443.     (feet)  VERTCON   
 AA4682  ___________________________________________________________________
 AA4682  X           -     358,820.278 (meters)                     COMP
 AA4682  Y           -  -5,402,920.414 (meters)                     COMP
 AA4682  Z           -   3,359,412.092 (meters)                     COMP
 AA4682  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AA4682  ELLIP HEIGHT-         107.97  (meters)          (07/29/02) GPS OBS
 AA4682  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AA4682
 AA4682  HORZ ORDER  -  FIRST
 AA4682  ELLP ORDER  -  FOURTH    CLASS I
 AA4682
 AA4682.The horizontal coordinates were established by GPS observations
 AA4682.and adjusted by the National Geodetic Survey in April 1995..
 AA4682
 AA4682.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4682
 AA4682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4682
 AA4682.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4682
 AA4682.The ellipsoidal height was determined by GPS observations
 AA4682.and is referenced to NAD 83.
 AA4682
 AA4682.The geoid height was determined by GEOID03.
 AA4682
 AA4682;                    North         East     Units Scale Factor Converg.
 AA4682;SPC AL E     -   165,093.622   165,308.285   MT  0.99997484   -0 11 40.1
 AA4682;UTM  16      - 3,539,446.057   575,533.554   MT  0.99967036   +0 25 24.9
 AA4682
 AA4682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4682!SPC AL E     -   0.99998305  x   0.99997484  =   0.99995789
 AA4682!UTM  16      -   0.99998305  x   0.99967036  =   0.99965341
 AA4682
 AA4682                          SUPERSEDED SURVEY CONTROL
 AA4682
 AA4682  ELLIP H (10/22/97)  108.05   (m)                       GP(       ) 4 1
 AA4682  ELLIP H (04/13/95)   80.60   (m)                       GP(       ) 4 1
 AA4682  NGVD 29 (04/13/95)  135.0    (m)          443.     (f) GPS OBS        
 AA4682
 AA4682.Superseded values are not recommended for survey control.
 AA4682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4682.See file dsdata.txt to determine how the superseded data were derived.
 AA4682
 AA4682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA7553439446(NAD 83)
 AA4682_MARKER: DD = SURVEY DISK
 AA4682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4682_SP_SET: CONCRETE POST
 AA4682_STAMPING: STA. 2125 1994
 AA4682_MARK LOGO: AL-101
 AA4682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4682+STABILITY: SURFACE MOTION
 AA4682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4682+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4682
 AA4682  HISTORY     - Date     Condition        Report By
 AA4682  HISTORY     - 1994     MONUMENTED       CH2M
 AA4682
 AA4682                          STATION DESCRIPTION
 AA4682
 AA4682'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4682'THE STATION IS LOCATED AT GRADY, GRADY QUADRANGLE, SECTION 25, T12N,
 AA4682'R18E.  THE STATION IS LOCATED APPROXIMATELY 0.4 MI (0.6 KM) SOUTH OF
 AA4682'ROUTE 1 RAMER-GRADY ROAD INTERSECTION ON THE EAST SIDE OF RAMER- GRADY
 AA4682'ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 2125
 AA4682'1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 AA4682'MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 43.7 FT (13.3 M)
 AA4682'69 DEGREES FROM THE CENTERLINE OF RAMER GRADY ROAD, 122.75 FT (37.41
 AA4682'M) 118 DEGREES FROM A POWER POLE, AND 27.52 FT (8.39 M) 310 DEGREES
 AA4682'FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4683 ***********************************************************************
 AA4683  DESIGNATION -  2126
 AA4683  PID         -  AA4683
 AA4683  STATE/COUNTY-  AL/MONTGOMERY
 AA4683  USGS QUAD   -  ANSLEY (1981)
 AA4683
 AA4683                         *CURRENT SURVEY CONTROL
 AA4683  ___________________________________________________________________
 AA4683* NAD 83(1992)-  31 59 40.91208(N)    086 05 04.79553(W)     ADJUSTED  
 AA4683* NAVD 88     -       129.3    (meters)     424.     (feet)  VERTCON   
 AA4683  ___________________________________________________________________
 AA4683  X           -     369,711.578 (meters)                     COMP
 AA4683  Y           -  -5,401,819.308 (meters)                     COMP
 AA4683  Z           -   3,359,986.965 (meters)                     COMP
 AA4683  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AA4683  ELLIP HEIGHT-         102.20  (meters)          (07/29/02) GPS OBS
 AA4683  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AA4683
 AA4683  HORZ ORDER  -  FIRST
 AA4683  ELLP ORDER  -  FOURTH    CLASS I
 AA4683
 AA4683.The horizontal coordinates were established by GPS observations
 AA4683.and adjusted by the National Geodetic Survey in April 1995..
 AA4683
 AA4683.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4683
 AA4683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4683
 AA4683.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4683
 AA4683.The ellipsoidal height was determined by GPS observations
 AA4683.and is referenced to NAD 83.
 AA4683
 AA4683.The geoid height was determined by GEOID03.
 AA4683
 AA4683;                    North         East     Units Scale Factor Converg.
 AA4683;SPC AL E     -   165,743.728   176,250.391   MT  0.99996695   -0 07 59.4
 AA4683;UTM  16      - 3,540,213.946   586,464.843   MT  0.99969220   +0 29 06.0
 AA4683
 AA4683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4683!SPC AL E     -   0.99998395  x   0.99996695  =   0.99995090
 AA4683!UTM  16      -   0.99998395  x   0.99969220  =   0.99967616
 AA4683
 AA4683                          SUPERSEDED SURVEY CONTROL
 AA4683
 AA4683  ELLIP H (10/22/97)  102.28   (m)                       GP(       ) 4 1
 AA4683  ELLIP H (04/13/95)   74.89   (m)                       GP(       ) 4 1
 AA4683  NGVD 29 (04/13/95)  129.2    (m)          424.     (f) GPS OBS        
 AA4683
 AA4683.Superseded values are not recommended for survey control.
 AA4683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4683.See file dsdata.txt to determine how the superseded data were derived.
 AA4683
 AA4683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8646540214(NAD 83)
 AA4683_MARKER: DD = SURVEY DISK
 AA4683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4683_SP_SET: CONCRETE POST
 AA4683_STAMPING: STA. 2126 1994
 AA4683_MARK LOGO: AL-101
 AA4683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4683+STABILITY: SURFACE MOTION
 AA4683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4683+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4683
 AA4683  HISTORY     - Date     Condition        Report By
 AA4683  HISTORY     - 1994     MONUMENTED       CH2M
 AA4683
 AA4683                          STATION DESCRIPTION
 AA4683
 AA4683'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4683'THE STATION IS LOCATED APPROXIMATELY 3.5 MI (5.6 KM) WEST OF HIGHWAY
 AA4683'231 AND APPROXIMATELY 1.7 MI (2.7 KM) NORTH OF THE PIKE COUNTY LINE,
 AA4683'ANSLEY QUADRANGLE, SECTION 30, T12N, R20E.  THE STATION IS LOCATED
 AA4683'APPROXIMATELY 1.65 MI (2.66 KM) SOUTH OF ROUTE 89 ROUTE 94
 AA4683'INTERSECTION ON THE EAST SIDE OF ROUTE 89. THE STATION IS A MONTGOMERY
 AA4683'COUNTY SURVEY DISK STAMPED STA. 2126 1994 AND SET ON TOP OF A 10 INCH
 AA4683'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS
 AA4683'LOCATED 16.53 FT (5.04 M) 100 DEGREES FROM THE CENTERLINE OF ROUTE 89,
 AA4683'105.35 FT (32.11 M) 199 DEGREES FROM A PHONE BOX, AND 22.72 FT (6.93
 AA4683'M) 280 DEGREES FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0106 ***********************************************************************
 BH0106  DESIGNATION -  213 RESET
 BH0106  PID         -  BH0106
 BH0106  STATE/COUNTY-  AL/MOBILE
 BH0106  USGS QUAD   -  MOBILE (1982)
 BH0106
 BH0106                         *CURRENT SURVEY CONTROL
 BH0106  ___________________________________________________________________
 BH0106* NAD 83(1986)-  30 43 55.     (N)    088 03 38.     (W)     SCALED    
 BH0106* NAVD 88     -         5.81   (+/-2cm)      19.1    (feet)  VERTCON   
 BH0106  ___________________________________________________________________
 BH0106  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH0106
 BH0106  VERT ORDER  -  THIRD (See Below)
 BH0106
 BH0106.The horizontal coordinates were scaled from a topographic map and have
 BH0106.an estimated accuracy of +/- 6 seconds.
 BH0106
 BH0106.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0106.The vertical order pertains to the NGVD 29 superseded value.
 BH0106
 BH0106.The geoid height was determined by GEOID03.
 BH0106
 BH0106;                    North         East    Units  Estimated Accuracy
 BH0106;SPC AL W     -    81,270.      546,320.      MT  (+/- 180 meters Scaled)
 BH0106
 BH0106                          SUPERSEDED SURVEY CONTROL
 BH0106
 BH0106  NGVD 29 (??/??/??)    5.80   (m)           19.0    (f) RESET       3  
 BH0106
 BH0106.Superseded values are not recommended for survey control.
 BH0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0106.See file dsdata.txt to determine how the superseded data were derived.
 BH0106
 BH0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV984003(NAD 83)
 BH0106_MARKER: DB = BENCH MARK DISK
 BH0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0106_STAMPING: 213 RESET 1968
 BH0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0106+STABILITY: SURFACE MOTION
 BH0106
 BH0106  HISTORY     - Date     Condition        Report By
 BH0106  HISTORY     - 1968     MONUMENTED       CGS
 BH0106
 BH0106                          STATION DESCRIPTION
 BH0106
 BH0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0106'5 MI NE FROM MOBILE.
 BH0106'LOCATED ABOUT 5 MILES NORTHEAST OF THE CENTER OF MOBILE, 0.1 MILE WEST
 BH0106'ALONG U.S. HIGHWAY 90 (BAY BRIDGE ROAD) FROM THE WEST END OF THE
 BH0106'COCHRANE BRIDGE OVER MOBILE RIVER, ON THE PROPERTY OWNED BY THE SCOTT
 BH0106'PAPER CO.  IT IS 139 FEET NORTH OF THE CENTER OF U.S. HIGHWAY 90.  9
 BH0106'FEET SOUTHWEST OF THE NORTHWEST END OF THE ADMINISTRATION BUILDING OF
 BH0106'THE SCOTT PAPER CO.  27 FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE
 BH0106'SAME BUILDING, 6 FEET WEST OF THE WEST WALL OF THE BUILDING AND 50
 BH0106'FEET EAST OF THE SOUTH END OF A SPUR RAILROAD TRACK ALONG THE EAST
 BH0106'SIDE OF A WAREHOUSE.  IT IS A USC AND GS AND STATE SURVEY DISK SET IN
 BH0106'THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 BH0106'STAMPED 213 RESET 1968.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3118 ***********************************************************************
 BH3118  DESIGNATION -  21E 1A
 BH3118  PID         -  BH3118
 BH3118  STATE/COUNTY-  AL/MOBILE
 BH3118  USGS QUAD   -  FORT MORGAN NW (1982)
 BH3118
 BH3118                         *CURRENT SURVEY CONTROL
 BH3118  ___________________________________________________________________
 BH3118* NAD 83(1992)-  30 14 48.12556(N)    088 12 25.69735(W)     ADJUSTED  
 BH3118* NAVD 88     -         2.1    (meters)       7.     (feet)  VERTCON   
 BH3118  ___________________________________________________________________
 BH3118  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 BH3118  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BH3118
 BH3118  HORZ ORDER  -  THIRD
 BH3118
 BH3118.The horizontal coordinates were established by classical geodetic methods
 BH3118.and adjusted by the National Geodetic Survey in May 1994..
 BH3118
 BH3118.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3118
 BH3118.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3118
 BH3118.The geoid height was determined by GEOID03.
 BH3118
 BH3118;                    North         East     Units Scale Factor Converg.
 BH3118;SPC AL W     -    27,557.715   531,943.942   MT  0.99999045   -0 21 22.4
 BH3118;UTM  16      - 3,346,738.739   383,859.104   MT  0.99976641   -0 36 29.3
 BH3118
 BH3118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3118!SPC AL W     -   1.00000404  x   0.99999045  =   0.99999449
 BH3118!UTM  16      -   1.00000404  x   0.99976641  =   0.99977045
 BH3118
 BH3118                          SUPERSEDED SURVEY CONTROL
 BH3118
 BH3118  NAD 83(1992)-  30 14 48.12601(N)    088 12 25.69388(W) AD(       ) 3
 BH3118  NAD 83(1986)-  30 14 48.14694(N)    088 12 25.69210(W) AD(       ) 3
 BH3118  NGVD 29 (05/01/92)    2.1    (m)            7.     (f) VERT ANG       
 BH3118
 BH3118.Superseded values are not recommended for survey control.
 BH3118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3118.See file dsdata.txt to determine how the superseded data were derived.
 BH3118
 BH3118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8385946739(NAD 83)
 BH3118_MARKER: DD = SURVEY DISK
 BH3118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH3118_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3118+STABILITY: SURFACE MOTION
 BH3118
 BH3118  HISTORY     - Date     Condition        Report By
 BH3118  HISTORY     - 1985     MONUMENTED       NOS
 BH3118
 BH3118                          STATION DESCRIPTION
 BH3118
 BH3118'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 BH3118'THE STATION IS LOCATED ON THE NARROW STRIP OF LAND ON THE W END OF
 BH3118'DAUPHIN ISLAND W OF THE PASS AUX HERONS RANGE C REAR LIGHT.
 BH3118'
 BH3118'TO REACH FROM THE INTERSECTION OF AL 193 AND BIENVILLE BLVD. ON
 BH3118'DAUPHIN ISLAND, PROCEED 8.0 KM (5.0 MI) W ON BIENVILLE TO ITS END,
 BH3118'THENCE CONTINUE 1.4 KM (0.9 MI) W BY FOUR WHEEL DRIVE VEHICLE TO A
 BH3118'BEACH ROAD 42.3 M (139 FT) AND STATION ON THE RIGHT.
 BH3118'
 BH3118'STATION MARK IS A STANDARD COE DISK STAMPED---21E-1A 1983---, SET
 BH3118'IN A 20.3 KM (8 IN) CONCRETE MONUMENT AND IS 28.9 M (94.8 FT) SW OF
 BH3118'RM 3 WITH WITNESS POST, 28.7 M (94.1 FT) SE OF RM 2 WITH WITNESS
 BH3118'POST, AND 1.5 FT SSW OF WITNESS POST AT STATION.
 BH3118'
 BH3118'HEIGHT OF LIGHT SHOWN WAS 1.75 METERS ABOVE THE MARK.
 BH3118'
 BH3118'DESCRIBED BY B. LINK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1742 ***********************************************************************
 BH1742  DESIGNATION -  21E 1B
 BH1742  PID         -  BH1742
 BH1742  STATE/COUNTY-  AL/MOBILE
 BH1742  USGS QUAD   -  HERON BAY (1982)
 BH1742
 BH1742                         *CURRENT SURVEY CONTROL
 BH1742  ___________________________________________________________________
 BH1742* NAD 83(1992)-  30 17 20.88668(N)    088 07 43.16666(W)     ADJUSTED  
 BH1742* NAVD 88     -        32.287  (meters)     105.93   (feet)  ADJUSTED  
 BH1742  ___________________________________________________________________
 BH1742  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BH1742  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BH1742  DYNAMIC HT  -          32.245 (meters)     105.79  (feet)  COMP
 BH1742  MODELED GRAV-     979,321.8   (mgal)                       NAVD 88
 BH1742
 BH1742  HORZ ORDER  -  THIRD
 BH1742  VERT ORDER  -  FIRST     CLASS II
 BH1742
 BH1742.The horizontal coordinates were established by classical geodetic methods
 BH1742.and adjusted by the National Geodetic Survey in December 1992..
 BH1742
 BH1742.The orthometric height was determined by differential leveling
 BH1742.and adjusted by the National Geodetic Survey in June 1991..
 BH1742
 BH1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1742
 BH1742.The geoid height was determined by GEOID03.
 BH1742
 BH1742.The dynamic height is computed by dividing the NAVD 88
 BH1742.geopotential number by the normal gravity value computed on the
 BH1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1742.degrees latitude (g = 980.6199 gals.).
 BH1742
 BH1742.The modeled gravity was interpolated from observed gravity values.
 BH1742
 BH1742;                    North         East     Units Scale Factor Converg.
 BH1742;SPC AL W     -    32,217.253   539,523.224   MT  0.99997844   -0 19 01.5
 BH1742;UTM  16      - 3,351,363.830   391,457.075   MT  0.99974535   -0 34 09.5
 BH1742
 BH1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1742!SPC AL W     -   0.99999931  x   0.99997844  =   0.99997775
 BH1742!UTM  16      -   0.99999931  x   0.99974535  =   0.99974466
 BH1742
 BH1742                          SUPERSEDED SURVEY CONTROL
 BH1742
 BH1742  NAD 83(1986)-  30 17 20.90980(N)    088 07 43.16680(W) AD(       ) 3
 BH1742  NGVD 29 (06/24/99)   32.246  (m)          105.79   (f) ADJUSTED    1 2
 BH1742
 BH1742.Superseded values are not recommended for survey control.
 BH1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1742.See file dsdata.txt to determine how the superseded data were derived.
 BH1742
 BH1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9145751364(NAD 83)
 BH1742_MARKER: DD = SURVEY DISK
 BH1742_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH1742_STAMPING: 21 E-1 B 1983
 BH1742_MARK LOGO: USE   
 BH1742_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1742+STABILITY: SURFACE MOTION
 BH1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1742+SATELLITE: SATELLITE OBSERVATIONS - December 09, 2004
 BH1742
 BH1742  HISTORY     - Date     Condition        Report By
 BH1742  HISTORY     - 1984     MONUMENTED       NOS
 BH1742  HISTORY     - 1984     GOOD             NGS
 BH1742  HISTORY     - 20041209 GOOD             USACE
 BH1742
 BH1742                          STATION DESCRIPTION
 BH1742
 BH1742'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BH1742'THE STATION IS LOCATED ON TOP OF THE DAUPHIN ISLAND BRIDGE OVER
 BH1742'PASS AUX HERONS, IN THE SOUTH-BOUND BREAK-DOWN LANE.
 BH1742'
 BH1742'TO REACH THE STATION FROM THE JUNCTION OF AL 163 AND AL 188 IN
 BH1742'ALABAMA PORT, GO S ON AL 163 FOR 7.9 KM (4.9 MI) TO THE TOP OF THE
 BH1742'DAUPHIN ISLAND BRIDGE AND THE STATION ON TOP OF BRIDGE ON THE
 BH1742'RIGHT.
 BH1742'
 BH1742'STATION MARK IS A STANDARD USE DISK STAMPED---21E-1B 1984---, SET
 BH1742'INTO A DRILL HOLE IN THE CONCRETE.  THE STATION IS LOCATED 29.609 M
 BH1742'(97.14 FT) N FROM RM 1, 28.921 M (94.88 FT) S FROM RM 2, 11.358 M
 BH1742'(37.26 FT) W FROM RM 3, AND 0.46 M (1.5 FT) E FROM THE FACE OF THE
 BH1742'CONCRETE GUARD RAIL.
 BH1742'
 BH1742'REFERENCE MARK 1 IS A STANDARD USE RM DISK STAMPED---21E-1B REF 1
 BH1742'1984---, SET INTO A DRILL HOLE IN CONCRETE.  IT IS LOCATED 0.52 M
 BH1742'(1.7 FT) E FROM THE FACE OF THE CONCRETE GUARD RAIL.
 BH1742'
 BH1742'REFERENCE MARK NO. 2 IS A STANDARD USE DISK
 BH1742'STAMPED---21E-1B REF 2---,
 BH1742'SET INTO A DRILL HOLE IN CONCRETE.
 BH1742'SET 0.52 METERS (1.7 FT) EAST FROM THE GUARD RAIL.
 BH1742'
 BH1742'REFERENCE MARK NO. 3 IS A STANDARD USE DISK
 BH1742'STAMPED---21E-1B REF 3---,
 BH1742'SET INTO A DRILL HOLE IN CONCRETE.
 BH1742'IT IS LOCATED 0.55 M (1.8 FT) W FROM THE FACE OF A CONCRETE GUARD
 BH1742'RAIL.
 BH1742'
 BH1742'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BH1742'
 BH1742'DESCRIBED BY JOHN DANIEL IN 1984 AND WAS R.A.D. IN 1987 BY GLM.
 BH1742
 BH1742                          STATION RECOVERY (1984)
 BH1742
 BH1742'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH1742'9.5 KM (5.9 MI) SOUTH FROM ALABAMA PORT.
 BH1742'9.5 KM (5.9 MI) SOUTH ALONG STATE HIGHWAY 163 FROM THE JUNCTION OF
 BH1742'STATE HIGHWAY 188 IN ALABAMA PORT TO THE MARK A DISK SET IN THE BRIDGE
 BH1742'PAVEMENT AT THE MIDDLE AND HIGHEST POINT (CROWN) OF THE DAUPHIN ISLAND
 BH1742'BRIDGE OVER THE INTRACOASTAL WATERWAY, 5.76 METERS (18.9 FT) WEST OF
 BH1742'THE CENTERLINE OF THE HIGHWAY BRIDGE, 0.27 METERS (0.9 FT) EAST OF THE
 BH1742'EAST EDGE OF THE CONCRETE GUARD RAIL WITH A USE WITNESS SIGN ATTACHED,
 BH1742'AND 11.37 METERS (37.3 FT) WEST OF BENCH MARK 21 E 1 B REF 3 USE.
 BH1742'THE MARK IS 0.41 METERS  E FROM A WITNESS POST.
 BH1742'THE MARK IS ABOVE LEVEL WITH PAVEMENT.
 BH1742
 BH1742                          STATION RECOVERY (2004)
 BH1742
 BH1742'RECOVERY NOTE BY US ARMY CORPS OF ENGINEERS 2004 (DLB)
 BH1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3117 ***********************************************************************
 BH3117  DESIGNATION -  21E 1C REF 2
 BH3117  PID         -  BH3117
 BH3117  STATE/COUNTY-  AL/MOBILE
 BH3117  USGS QUAD   -  BELLEFONTAINE (1985)
 BH3117
 BH3117                         *CURRENT SURVEY CONTROL
 BH3117  ___________________________________________________________________
 BH3117* NAD 83(1992)-  30 28 18.32358(N)    088 05 49.79351(W)     ADJUSTED  
 BH3117* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH3117  ___________________________________________________________________
 BH3117  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BH3117  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH3117
 BH3117  HORZ ORDER  -  THIRD
 BH3117
 BH3117.The horizontal coordinates were established by classical geodetic methods
 BH3117.and adjusted by the National Geodetic Survey in December 1992..
 BH3117
 BH3117.The orthometric height was scaled from a topographic map.
 BH3117
 BH3117.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3117
 BH3117.The geoid height was determined by GEOID03.
 BH3117
 BH3117;                    North         East     Units Scale Factor Converg.
 BH3117;SPC AL W     -    52,445.297   542,659.573   MT  0.99997388   -0 18 10.2
 BH3117;UTM  16      - 3,371,573.081   394,681.925   MT  0.99973683   -0 33 23.2
 BH3117
 BH3117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3117!SPC AL W     -   1.00000416  x   0.99997388  =   0.99997804
 BH3117!UTM  16      -   1.00000416  x   0.99973683  =   0.99974099
 BH3117
 BH3117                          SUPERSEDED SURVEY CONTROL
 BH3117
 BH3117  NAD 83(1986)-  30 28 18.34699(N)    088 05 49.80063(W) AD(       ) 4
 BH3117
 BH3117.Superseded values are not recommended for survey control.
 BH3117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3117.See file dsdata.txt to determine how the superseded data were derived.
 BH3117
 BH3117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9468271573(NAD 83)
 BH3117_MARKER: DD = SURVEY DISK
 BH3117_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH3117_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3117_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH3117
 BH3117  HISTORY     - Date     Condition        Report By
 BH3117  HISTORY     - 1984     MONUMENTED       NOS
 BH3117  HISTORY     - 20000922 GOOD             USPSQD
 BH3117
 BH3117                          STATION DESCRIPTION
 BH3117
 BH3117'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BH3117'STATION IS LOCATED ON THE W SHORE OF MOBILE BAY, S FROM THE TOWN OF
 BH3117'BELLEFONTAINE, ON FOWL RIVER POINT, AND ON PROPERTY OWNED BY
 BH3117'MR. RICHARD NAYLOR.
 BH3117'
 BH3117'TO REACH THE STATION FROM THE AL 163 BRIDGE OVER DOG RIVER (WHICH
 BH3117'IS 8.15 MI S FROM THE JUNCTION OF US 90 AND AL 163), GO S ON AL 163
 BH3117'FOR 9.6 KM (5.95 MI) TO THE JUNCTION WITH SALT AIRE ROAD, TURN LEFT
 BH3117'ONTO SALT AIRE ROAD AND G E FOR 1.5 KM (0.95 MI) TO A RIGHT TURN IN
 BH3117'THE ROAD, AND DRIVEWAY ON THE LEFT.  TURN LEFT AND GO EAST ON THE
 BH3117'DRIVEWAY FOR 0.1 KM (0.1 MI) TO THE NAYLOR RESIDENCE AND THE
 BH3117'STATION IN THE SE CORNER OF THE YARD.
 BH3117'
 BH3117'STATION MARK IS A STANDARD USE REFERENCE DISK STAMPED---,
 BH3117'---21E-1C REF 2 1983---, SET IN A CONCRETE MONUMENT FLUSH WITH THE
 BH3117'GROUND.  IT IS LOCATED 17.36 M (56.96 FT) E FROM ---FOWL 1935
 BH3117'RM 1---, 13.264 M (43.52 FT) E FROM ---21E-1C REF 3---, 12.95 M
 BH3117'(42.49 FT) ESE FROM THE SE CORNER OF THE NAYLOR HOUSE, 10.35 M
 BH3117'(33.96 FT) NE FROM A YELLOW CINDERBLOCK HOUSE, NE CORNER, AND
 BH3117'1.775 M (5.82 FT) W FROM A METAL USE WITNESS POST AT THE BULKHEAD.
 BH3117'
 BH3117'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BH3117'
 BH3117'DESCRIBED BY JOHN DANIEL.
 BH3117
 BH3117                          STATION RECOVERY (2000)
 BH3117
 BH3117'RECOVERY NOTE BY US POWER SQUADRON 2000 (RW)
 BH3117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2084 ***********************************************************************
 DG2084  DESIGNATION -  22
 DG2084  PID         -  DG2084
 DG2084  STATE/COUNTY-  AL/CHEROKEE
 DG2084  USGS QUAD   -  PIEDMONT (1983)
 DG2084
 DG2084                         *CURRENT SURVEY CONTROL
 DG2084  ___________________________________________________________________
 DG2084* NAD 83(1986)-  33 58 13.     (N)    085 37 16.     (W)     SCALED    
 DG2084* NAVD 88     -       219.876  (meters)     721.38   (feet)  ADJUSTED  
 DG2084  ___________________________________________________________________
 DG2084  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG2084  DYNAMIC HT  -         219.646 (meters)     720.62  (feet)  COMP
 DG2084  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 DG2084
 DG2084  VERT ORDER  -  SECOND    CLASS 0
 DG2084
 DG2084.The horizontal coordinates were scaled from a topographic map and have
 DG2084.an estimated accuracy of +/- 6 seconds.
 DG2084
 DG2084.The orthometric height was determined by differential leveling
 DG2084.and adjusted by the National Geodetic Survey in June 1991..
 DG2084
 DG2084.The geoid height was determined by GEOID03.
 DG2084
 DG2084.The dynamic height is computed by dividing the NAVD 88
 DG2084.geopotential number by the normal gravity value computed on the
 DG2084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2084.degrees latitude (g = 980.6199 gals.).
 DG2084
 DG2084.The modeled gravity was interpolated from observed gravity values.
 DG2084
 DG2084;                    North         East    Units  Estimated Accuracy
 DG2084;SPC AL E     -   384,830.      219,610.      MT  (+/- 180 meters Scaled)
 DG2084
 DG2084                          SUPERSEDED SURVEY CONTROL
 DG2084
 DG2084  NGVD 29 (??/??/92)  219.81   (m)          721.2    (f) COMPUTED    2 0
 DG2084
 DG2084.Superseded values are not recommended for survey control.
 DG2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2084.See file dsdata.txt to determine how the superseded data were derived.
 DG2084
 DG2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC273597(NAD 83)
 DG2084_MARKER: DD = SURVEY DISK
 DG2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2084_STAMPING: NO 22 ALA 1934
 DG2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2084+STABILITY: SURFACE MOTION
 DG2084
 DG2084  HISTORY     - Date     Condition        Report By
 DG2084  HISTORY     - 1934     MONUMENTED       USGS
 DG2084  HISTORY     - 1948     GOOD             NGS
 DG2084
 DG2084                          STATION DESCRIPTION
 DG2084
 DG2084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG2084'3.5 MI N FROM PIEDMONT.
 DG2084'ABOUT 0.55 MILE NORTHWEST ALONG STATE HIGHWAY 74 FROM THE
 DG2084'SEABOARD AIRLINE RAILWAY STATION AT PIEDMONT, THENCE ABOUT 2.95
 DG2084'MILES NORTH ALONG A ROAD TO COLOMA, ABOUT 0.6 MILE NORTH OF A
 DG2084'CEMETERY ON THE WEST SIDE OF THE ROAD, AT THE JUNCTION OF A GRAVEL
 DG2084'ROAD LEADING EAST TO SPRING GARDEN, 44 FEET EAST OF THE CENTER LINE
 DG2084'OF THE MAIN ROAD, 26 FEET SOUTH OF THE SPRING GARDEN ROAD, 7 FEET
 DG2084'EAST OF THE CENTER LINE OF A FARM DRIVE WAY SOUTH, 49.5 FEET
 DG2084'NORTH OF A POWER POLE WITH A TRANSFORMER, 3 FEET EAST OF THE POWER
 DG2084'LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET
 DG2084'ABOVE THE CENTER OF THE JUNCTION AND SET IN THE TOP OF A CONCRETE
 DG2084'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1641 ***********************************************************************
 EF1641  DESIGNATION -  22 1
 EF1641  PID         -  EF1641
 EF1641  STATE/COUNTY-  AL/CULLMAN
 EF1641  USGS QUAD   -  CULLMAN (1983)
 EF1641
 EF1641                         *CURRENT SURVEY CONTROL
 EF1641  ___________________________________________________________________
 EF1641* NAD 83(1992)-  34 10 59.99077(N)    086 47 31.07725(W)     ADJUSTED  
 EF1641* NAVD 88     -       248.73   (meters)     816.0    (feet)  N HEIGHT  
 EF1641  ___________________________________________________________________
 EF1641  X           -     295,591.040 (meters)                     COMP
 EF1641  Y           -  -5,273,764.806 (meters)                     COMP
 EF1641  Z           -   3,563,411.357 (meters)                     COMP
 EF1641  LAPLACE CORR-          -3.36  (seconds)                    DEFLEC99
 EF1641  ELLIP HEIGHT-         220.49  (meters)          (07/29/02) GPS OBS
 EF1641  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EF1641  DYNAMIC HT  -         248.47  (meters)     815.2   (feet)  COMP
 EF1641  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 EF1641
 EF1641  HORZ ORDER  -  FIRST
 EF1641  VERT ORDER  -  THIRD
 EF1641  ELLP ORDER  -  FOURTH    CLASS I
 EF1641
 EF1641.The horizontal coordinates were established by GPS observations
 EF1641.and adjusted by the National Geodetic Survey in December 1992..
 EF1641
 EF1641.The orthometric height was determined by differential leveling
 EF1641.and adjusted by the National Geodetic Survey in September 1998..
 EF1641.The height was determined by precise leveling from only one NSRS
 EF1641.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EF1641.allowed ONLY to validate the GPS-derived height.
 EF1641
 EF1641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1641
 EF1641.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1641
 EF1641.The ellipsoidal height was determined by GPS observations
 EF1641.and is referenced to NAD 83.
 EF1641
 EF1641.The geoid height was determined by GEOID03.
 EF1641
 EF1641.The dynamic height is computed by dividing the NAVD 88
 EF1641.geopotential number by the normal gravity value computed on the
 EF1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1641.degrees latitude (g = 980.6199 gals.).
 EF1641
 EF1641.The modeled gravity was interpolated from observed gravity values.
 EF1641
 EF1641;                    North         East     Units Scale Factor Converg.
 EF1641;SPC AL W     -   464,079.490   665,266.987   MT  0.99998582   +0 23 52.1
 EF1641;UTM  16      - 3,782,503.187   519,170.143   MT  0.99960453   +0 07 00.8
 EF1641
 EF1641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1641!SPC AL W     -   0.99996539  x   0.99998582  =   0.99995121
 EF1641!UTM  16      -   0.99996539  x   0.99960453  =   0.99956993
 EF1641
 EF1641                          SUPERSEDED SURVEY CONTROL
 EF1641
 EF1641  ELLIP H (12/04/92)  220.54   (m)                       GP(       ) 4 1
 EF1641  NAD 83(1986)-  34 10 59.99971(N)    086 47 31.07669(W) AD(       ) 1
 EF1641  NGVD 29 (??/??/??)  248.69   (m)          815.9    (f) N HEIGHT    3  
 EF1641
 EF1641.Superseded values are not recommended for survey control.
 EF1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1641.See file dsdata.txt to determine how the superseded data were derived.
 EF1641
 EF1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1917082503(NAD 83)
 EF1641_MARKER: DD = SURVEY DISK
 EF1641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1641_SP_SET: CONCRETE POST
 EF1641_STAMPING: 22-1 1989
 EF1641_MARK LOGO: ALHD  
 EF1641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1641+STABILITY: SURFACE MOTION
 EF1641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1641+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 EF1641
 EF1641  HISTORY     - Date     Condition        Report By
 EF1641  HISTORY     - 1989     MONUMENTED       ALHD
 EF1641  HISTORY     - 19900303 GOOD             ALHD
 EF1641  HISTORY     - 19910725 GOOD             ALHD
 EF1641  HISTORY     - 19920122 GOOD             LOCSUR
 EF1641  HISTORY     - 20050719 GOOD             JCLS
 EF1641
 EF1641                          STATION DESCRIPTION
 EF1641
 EF1641'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1641'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1641'U. S. 278, ABOUT 3 MI (4.8 KM) EAST OF CULLMAN AND ABOUT 10 MI
 EF1641'(16.1 KM) WEST OF HOLLY POND.
 EF1641'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 157, DRIVE
 EF1641'WEST ON U.S. 278 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT.
 EF1641'THE STATION IS 68.0 FT (20.7 M) SOUTH OF THE CENTERLINE OF THE EAST
 EF1641'BOUND LANES OF U.S. 278, 12.0 FT (3.7 M) SOUTH OF THE CREST OF A 10
 EF1641'FT (3.0 M) BACKSLOPE, 12.6 FT (3.8 M) NORTH OF A SIX STRAND BARBED
 EF1641'WIRE FENCE ON METAL POSTS, 64.5 FT (19.7 M) NORTHEAST OF A 30 INCH
 EF1641'COTTONWOOD TREE, 97.5 FT (29.7 M) EAST OF A TRANSFORMER POWER POLE,
 EF1641'48.0 FT (14.6 M) NORTHEAST OF A LARGE WOOD JUNCTION FENCE POST, IN
 EF1641'THE SOUTH SIDE OF THE U.S. 278 EAST AND ALA. 69 NORTH INTERSECTION,
 EF1641'AND SET FLUSH WITH THE GROUND.
 EF1641'STATION 22 - 2 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1641'BEFORE USING THIS STATION AT NIGHT PLEASE NOTIFY
 EF1641'JOHN FARR
 EF1641'RT. 8 BOX 22
 EF1641'CULLMAN AL. 35055
 EF1641
 EF1641                          STATION RECOVERY (1991)
 EF1641
 EF1641'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1641'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1641'U.S. 278, ABOUT 3 MI (4.8 KM) EAST OF CULLMAN AND ABOUT 10 MI
 EF1641'(16.1 KM) WEST OF HOLLY POND.
 EF1641'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 157, DRIVE
 EF1641'WEST ON U.S. 278 FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT.
 EF1641'THE STATION IS 68.0 FT (20.7 M) SOUTH OF THE CENTERLINE OF THE EAST
 EF1641'BOUND LANES OF U.S. 278, 12.0 FT (3.7 M) SOUTH OF THE CREST OF A 10
 EF1641'FT (3.0 M) BACKSLOPE, 12.6 FT (3.8 M) NORTH OF A SIX STRAND BARBED
 EF1641'WIRE FENCE ON METAL POSTS, 64.5 FT (19.7 M) NORTHEAST OF A 30-INCH
 EF1641'COTTONWOOD TREE, 97.5 FT (29.7 M) EAST OF A TRANSFORMER POWER POLE,
 EF1641'48.0 FT (14.6 M) NORTHEAST OF A LARGE WOOD JUNCTION FENCE POST, IN
 EF1641'THE SOUTH SIDE OF THE U.S. 278 EAST AND ALA. 69 NORTH INTERSECTION,
 EF1641'AND SET FLUSH WITH THE GROUND.
 EF1641'STATION 22-2 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1641
 EF1641                          STATION RECOVERY (1992)
 EF1641
 EF1641'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1992
 EF1641'NOTICE, THIS STATION HAS A REBAR NEARBY. A 5/8 INCH REBAR WAS
 EF1641'FOUND 1.02 FEET EAST.  GRASS IS AT TIMES CUT VERY LONG WHEN CUT AND
 EF1641'THE POINT IS HARD TO FIND.  DO NOT MISTAKE THE REBAR FOR THE STATION.
 EF1641
 EF1641                          STATION RECOVERY (2005)
 EF1641
 EF1641'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 EF1641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1644 ***********************************************************************
 EF1644  DESIGNATION -  22 10
 EF1644  PID         -  EF1644
 EF1644  STATE/COUNTY-  AL/CULLMAN
 EF1644  USGS QUAD   -  TRIMBLE (1984)
 EF1644
 EF1644                         *CURRENT SURVEY CONTROL
 EF1644  ___________________________________________________________________
 EF1644* NAD 83(1992)-  34 00 08.51316(N)    086 52 58.56395(W)     ADJUSTED  
 EF1644* NAVD 88     -       258.6    (meters)     848.     (feet)  VERTCON   
 EF1644  ___________________________________________________________________
 EF1644  X           -     287,829.812 (meters)                     COMP
 EF1644  Y           -  -5,285,471.231 (meters)                     COMP
 EF1644  Z           -   3,546,792.812 (meters)                     COMP
 EF1644  LAPLACE CORR-          -3.82  (seconds)                    DEFLEC99
 EF1644  ELLIP HEIGHT-         230.30  (meters)          (07/29/02) GPS OBS
 EF1644  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EF1644
 EF1644  HORZ ORDER  -  FIRST
 EF1644  ELLP ORDER  -  FOURTH    CLASS I
 EF1644
 EF1644.The horizontal coordinates were established by GPS observations
 EF1644.and adjusted by the National Geodetic Survey in December 1992..
 EF1644
 EF1644.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1644
 EF1644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1644
 EF1644.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1644
 EF1644.The ellipsoidal height was determined by GPS observations
 EF1644.and is referenced to NAD 83.
 EF1644
 EF1644.The geoid height was determined by GEOID03.
 EF1644
 EF1644;                    North         East     Units Scale Factor Converg.
 EF1644;SPC AL W     -   443,952.423   657,002.507   MT  0.99997337   +0 20 42.3
 EF1644;UTM  16      - 3,762,424.354   510,810.455   MT  0.99960144   +0 03 55.7
 EF1644
 EF1644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1644!SPC AL W     -   0.99996385  x   0.99997337  =   0.99993722
 EF1644!UTM  16      -   0.99996385  x   0.99960144  =   0.99956530
 EF1644
 EF1644                          SUPERSEDED SURVEY CONTROL
 EF1644
 EF1644  ELLIP H (12/04/92)  230.35   (m)                       GP(       ) 4 1
 EF1644  NAD 83(1992)-  34 00 08.52110(N)    086 52 58.56357(W) AD(       ) 1
 EF1644  NGVD 29 (12/04/92)  258.6    (m)          848.     (f) GPS OBS        
 EF1644
 EF1644.Superseded values are not recommended for survey control.
 EF1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1644.See file dsdata.txt to determine how the superseded data were derived.
 EF1644
 EF1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1081062424(NAD 83)
 EF1644_MARKER: DD = SURVEY DISK
 EF1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1644_SP_SET: CONCRETE POST
 EF1644_STAMPING: 22 - 10 1989
 EF1644_MARK LOGO: ALHD  
 EF1644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1644+STABILITY: SURFACE MOTION
 EF1644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1644+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1990
 EF1644
 EF1644  HISTORY     - Date     Condition        Report By
 EF1644  HISTORY     - 1989     MONUMENTED       ALHD
 EF1644  HISTORY     - 19900109 GOOD
 EF1644  HISTORY     - 20060425 MARK NOT FOUND   GEOCAC
 EF1644
 EF1644                          STATION DESCRIPTION
 EF1644
 EF1644'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1644'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE PROPERTY OF MR.
 EF1644'EARNEST J. WALLING, ABOUT 19.47 KM (12.10 MI) SOUTH - SOUTHWEST OF
 EF1644'CULLMAN AND ABOUT 12.23 KM (7.60 MI) SOUTHWEST OF HANCEVILLE.
 EF1644'TO REACH THE STATION FROM EXIT 299 ON I - 65 SOUTH OF CULLMAN, DRIVE
 EF1644'SOUTHWEST ON ALA 69 2.41 KM (1.50 MI) TO MILE POST 231.70 AND CULLMAN
 EF1644'COUNTY PAVED ROAD NO. 13 LEFT AND RIGHT, TURN LEFT ON CULLMAN COUNTY
 EF1644'ROAD NO. 13 AND DRIVE SOUTHERLY 6.44 KM (4.00 MI) TO THE STATION ON
 EF1644'THE RIGHT.
 EF1644'THE STATION IS 1.46 M (4.79 FT) NORTH OF AN ELECTRIC FENCE, 6.71 M
 EF1644'(22.01 FT) SOUTH OF THE CENTER OF THE PAVED ROAD, 21.64 M (71.00 FT)
 EF1644'WEST OF TELEPHONE PEDISTAL NO. D 38 N 23 AND A JUNCTION POWER POLE IN
 EF1644'THE PASTURE, 29.87 M (98.00 FT) EAST OF THE EAST END OF AN 18 INCH
 EF1644'CORREGATED METAL PIPE UNDER A FIELD ROAD, 1.48 M (4.86 FT) NORTH OF A
 EF1644'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1644'STATION 22 - 9 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1644'BEFORE USING THIS STATION, PLEASE NOTIFY
 EF1644'MR. OR MRS. EARNEST J. WALLING
 EF1644'ROUTE 3, BOX 273
 EF1644'HANCEVILLE, ALABAMA 35077
 EF1644'PHONE 205 - 287 - 1943
 EF1644
 EF1644                          STATION RECOVERY (1990)
 EF1644
 EF1644'RECOVERED 1990
 EF1644'RECOVERED IN GOOD CONDITION.
 EF1644
 EF1644                          STATION RECOVERY (2006)
 EF1644
 EF1644'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 EF1644'WITNESS POST WAS FOUND. HEAVY VEGETATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7687 ***********************************************************************
 AA7687  DESIGNATION -  22 11
 AA7687  PID         -  AA7687
 AA7687  STATE/COUNTY-  AL/CULLMAN
 AA7687  USGS QUAD   -  HOLLY POND (1978)
 AA7687
 AA7687                         *CURRENT SURVEY CONTROL
 AA7687  ___________________________________________________________________
 AA7687* NAD 83(1992)-  34 14 56.51453(N)    086 32 02.61104(W)     ADJUSTED  
 AA7687* NAVD 88     -       286.3    (meters)     939.     (feet)  VERTCON   
 AA7687  ___________________________________________________________________
 AA7687  X           -     319,081.019 (meters)                     COMP
 AA7687  Y           -  -5,268,320.651 (meters)                     COMP
 AA7687  Z           -   3,569,459.035 (meters)                     COMP
 AA7687  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AA7687  ELLIP HEIGHT-         257.60  (meters)          (07/29/02) GPS OBS
 AA7687  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AA7687
 AA7687  HORZ ORDER  -  FIRST
 AA7687  ELLP ORDER  -  FOURTH    CLASS I
 AA7687
 AA7687.The horizontal coordinates were established by GPS observations
 AA7687.and adjusted by the National Geodetic Survey in August 1995..
 AA7687
 AA7687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7687
 AA7687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7687
 AA7687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7687
 AA7687.The ellipsoidal height was determined by GPS observations
 AA7687.and is referenced to NAD 83.
 AA7687
 AA7687.The geoid height was determined by GEOID03.
 AA7687
 AA7687;                    North         East     Units Scale Factor Converg.
 AA7687;SPC AL W     -   471,562.507   688,972.657   MT  1.00003088   +0 32 37.2
 AA7687;UTM  16      - 3,789,866.871   542,902.879   MT  0.99962269   +0 15 44.0
 AA7687
 AA7687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7687!SPC AL W     -   0.99995956  x   1.00003088  =   0.99999044
 AA7687!UTM  16      -   0.99995956  x   0.99962269  =   0.99958227
 AA7687
 AA7687|---------------------------------------------------------------------|
 AA7687| PID    Reference Object                     Distance      Geod. Az  |
 AA7687|                                                           dddmmss.s |
 AA7687| AA7688 22 12                               373.070 METERS 00729     |
 AA7687|---------------------------------------------------------------------|
 AA7687
 AA7687                          SUPERSEDED SURVEY CONTROL
 AA7687
 AA7687  ELLIP H (10/10/95)  257.66   (m)                       GP(       ) 4 2
 AA7687  NGVD 29 (08/31/95)  286.3    (m)          939.     (f) GPS OBS        
 AA7687
 AA7687.Superseded values are not recommended for survey control.
 AA7687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7687.See file dsdata.txt to determine how the superseded data were derived.
 AA7687
 AA7687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4290389867(NAD 83)
 AA7687_MARKER: DD = SURVEY DISK
 AA7687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7687_STAMPING: 22-11 1993
 AA7687_MARK LOGO: ALHD  
 AA7687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7687+STABILITY: SURFACE MOTION
 AA7687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7687+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7687
 AA7687  HISTORY     - Date     Condition        Report By
 AA7687  HISTORY     - 1993     MONUMENTED       ALHD
 AA7687
 AA7687                          STATION DESCRIPTION
 AA7687
 AA7687'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7687'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE EAST RIGHT OF WAY OF
 AA7687'CULLMAN COUNTY ROAD NO. 73, ABOUT 3.60 MI (5.79 KM) SOUTH-SOUTHEAST OF
 AA7687'JOPPA AND ABOUT 4.60 MI (7.40 KM) EAST-SOUTHEAST OF BAILEYTON.
 AA7687' 
 AA7687'TO REACH THE STATION FROM THE JUNCTION OF ALA 67 AND ALA 69 (MILE POST
 AA7687'8.90 ON ALA 67 AND MILE POST 259.85 ON ALA 69) ABOUT 2.0 MI (3.2 KM)
 AA7687'NORTHEAST OF BAILEYTON, DRIVE SOUTHEAST ON ALA 67 FOR 3.55 MI (5.71
 AA7687'KM) TO MILE POST 5.35 AND A PAVED COUNTY ROAD LEFT AND RIGHT, TURN
 AA7687'LEFT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 1.40 MI (2.25 KM) TO
 AA7687'CULLMAN COUNTY ROAD NO. 73 ON THE LEFT, TURN LEFT ON CULLMAN COUNTY
 AA7687'ROAD NO. 73 AND DRIVE NORTH FOR 0.45 MI (0.72 KM) TO THE STATION ON
 AA7687'THE RIGHT.
 AA7687' 
 AA7687'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A HOG WIRE FENCE WITH
 AA7687'ONE STRAND OF BARBED WIRE ON RUSTY STEEL POSTS, 25.0 FT (7.6 M) SOUTH
 AA7687'OF THE SOUTH ONE OF TWO WOOD POSTS IN THE FENCE LINE, 78.4 FT (23.9 M)
 AA7687'SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE ACROSS THE ROAD, 87.5
 AA7687'FT (26.7 M) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE,
 AA7687'109.0 FT (33.2 M) SOUTHEAST OF CABLE AND POWER SERVICE POLE NO. 2
 AA7687'ACROSS THE ROAD, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND
 AA7687'SET FLUSH WITH THE GROUND.
 AA7687' 
 AA7687'STATION 22-12 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7688 ***********************************************************************
 AA7688  DESIGNATION -  22 12
 AA7688  PID         -  AA7688
 AA7688  STATE/COUNTY-  AL/CULLMAN
 AA7688  USGS QUAD   -  HULACO (1976)
 AA7688
 AA7688                         *CURRENT SURVEY CONTROL
 AA7688  ___________________________________________________________________
 AA7688* NAD 83(1992)-  34 15 08.51894(N)    086 32 00.71214(W)     ADJUSTED  
 AA7688* NAVD 88     -       287.9    (meters)     945.     (feet)  VERTCON   
 AA7688  ___________________________________________________________________
 AA7688  X           -     319,117.011 (meters)                     COMP
 AA7688  Y           -  -5,268,111.217 (meters)                     COMP
 AA7688  Z           -   3,569,765.689 (meters)                     COMP
 AA7688  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AA7688  ELLIP HEIGHT-         259.19  (meters)          (07/29/02) GPS OBS
 AA7688  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AA7688
 AA7688  HORZ ORDER  -  FIRST
 AA7688  ELLP ORDER  -  FOURTH    CLASS I
 AA7688
 AA7688.The horizontal coordinates were established by GPS observations
 AA7688.and adjusted by the National Geodetic Survey in August 1995..
 AA7688
 AA7688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7688
 AA7688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7688
 AA7688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7688
 AA7688.The ellipsoidal height was determined by GPS observations
 AA7688.and is referenced to NAD 83.
 AA7688
 AA7688.The geoid height was determined by GEOID03.
 AA7688
 AA7688;                    North         East     Units Scale Factor Converg.
 AA7688;SPC AL W     -   471,932.855   689,017.732   MT  1.00003098   +0 32 38.4
 AA7688;UTM  16      - 3,790,236.842   542,949.753   MT  0.99962274   +0 15 45.2
 AA7688
 AA7688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7688!SPC AL W     -   0.99995931  x   1.00003098  =   0.99999029
 AA7688!UTM  16      -   0.99995931  x   0.99962274  =   0.99958207
 AA7688
 AA7688|---------------------------------------------------------------------|
 AA7688| PID    Reference Object                     Distance      Geod. Az  |
 AA7688|                                                           dddmmss.s |
 AA7688| AA7687 22 11                               373.070 METERS 18729     |
 AA7688|---------------------------------------------------------------------|
 AA7688
 AA7688                          SUPERSEDED SURVEY CONTROL
 AA7688
 AA7688  ELLIP H (10/10/95)  259.24   (m)                       GP(       ) 4 2
 AA7688  NGVD 29 (08/31/95)  287.9    (m)          945.     (f) GPS OBS        
 AA7688
 AA7688.Superseded values are not recommended for survey control.
 AA7688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7688.See file dsdata.txt to determine how the superseded data were derived.
 AA7688
 AA7688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4295090237(NAD 83)
 AA7688_MARKER: DD = SURVEY DISK
 AA7688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7688_STAMPING: 22-12 1993
 AA7688_MARK LOGO: ALHD  
 AA7688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7688+STABILITY: SURFACE MOTION
 AA7688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7688+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7688
 AA7688  HISTORY     - Date     Condition        Report By
 AA7688  HISTORY     - 1993     MONUMENTED       ALHD
 AA7688
 AA7688                          STATION DESCRIPTION
 AA7688
 AA7688'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7688'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE EAST RIGHT OF WAY OF
 AA7688'CULLMAN COUNTY ROAD NO. 73, ABOUT 3.40 MI (5.47 KM) SOUTH-SOUTHEAST OF
 AA7688'JOPPA AND ABOUT 4.60 MI (7.40 KM) EAST-SOUTHEAST OF BAILEYTON.
 AA7688' 
 AA7688'TO REACH THE STATION FROM THE JUNCTION OF ALA 67 AND ALA 69 (MILE POST
 AA7688'8.90 ON ALA 67 AND MILE POST 259.85 ON ALA 69) ABOUT 2.0 MI (3.2 KM)
 AA7688'NORTHEAST OF BAILEYTON, DRIVE SOUTHEAST ON ALA 67 FOR 3.55 MI (5.71
 AA7688'KM) TO MILE POST 5.35 AND A PAVED COUNTY ROAD LEFT AND RIGHT, TURN
 AA7688'LEFT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 1.40 MI (2.25 KM) TO
 AA7688'CULLMAN COUNTY ROAD NO. 73 ON THE LEFT, TURN LEFT ON CULLMAN COUNTY
 AA7688'ROAD NO. 73 AND DRIVE NORTH FOR 0.70 MI (1.13 KM) TO THE STATION ON
 AA7688'THE RIGHT.
 AA7688' 
 AA7688'THE STATION IS 3.1 FT (0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 AA7688'ON RUSTY STEEL POSTS, 5.7 FT (1.7 M) NORTH-NORTHWEST OF A WOOD POST IN
 AA7688'THE FENCE LINE, 24.0 FT (7.3 M) EAST OF THE CENTER OF CULLMAN COUNTY
 AA7688'ROAD NO. 73, 50.1 FT (15.3 M) NORTH OF CABLE POLE NO. A 38 R 6, 3.4 FT
 AA7688'(1.0 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7688'GROUND.
 AA7688' 
 AA7688'STATION 22-11 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7689 ***********************************************************************
 AA7689  DESIGNATION -  22 13
 AA7689  PID         -  AA7689
 AA7689  STATE/COUNTY-  AL/CULLMAN
 AA7689  USGS QUAD   -  SIMCOE (1982)
 AA7689
 AA7689                         *CURRENT SURVEY CONTROL
 AA7689  ___________________________________________________________________
 AA7689* NAD 83(1992)-  34 14 47.88463(N)    086 38 22.69186(W)     ADJUSTED  
 AA7689* NAVD 88     -       277.4    (meters)     910.     (feet)  VERTCON   
 AA7689  ___________________________________________________________________
 AA7689  X           -     309,380.985 (meters)                     COMP
 AA7689  Y           -  -5,269,041.899 (meters)                     COMP
 AA7689  Z           -   3,569,234.329 (meters)                     COMP
 AA7689  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 AA7689  ELLIP HEIGHT-         248.91  (meters)          (07/29/02) GPS OBS
 AA7689  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AA7689
 AA7689  HORZ ORDER  -  FIRST
 AA7689  ELLP ORDER  -  FOURTH    CLASS I
 AA7689
 AA7689.The horizontal coordinates were established by GPS observations
 AA7689.and adjusted by the National Geodetic Survey in August 1995..
 AA7689
 AA7689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7689
 AA7689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7689
 AA7689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7689
 AA7689.The ellipsoidal height was determined by GPS observations
 AA7689.and is referenced to NAD 83.
 AA7689
 AA7689.The geoid height was determined by GEOID03.
 AA7689
 AA7689;                    North         East     Units Scale Factor Converg.
 AA7689;SPC AL W     -   471,209.364   679,249.849   MT  1.00001072   +0 29 03.1
 AA7689;UTM  16      - 3,789,561.609   533,182.370   MT  0.99961357   +0 12 10.1
 AA7689
 AA7689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7689!SPC AL W     -   0.99996093  x   1.00001072  =   0.99997165
 AA7689!UTM  16      -   0.99996093  x   0.99961357  =   0.99957451
 AA7689
 AA7689                          SUPERSEDED SURVEY CONTROL
 AA7689
 AA7689  ELLIP H (10/10/95)  248.97   (m)                       GP(       ) 4 2
 AA7689  NGVD 29 (08/31/95)  277.4    (m)          910.     (f) GPS OBS        
 AA7689
 AA7689.Superseded values are not recommended for survey control.
 AA7689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7689.See file dsdata.txt to determine how the superseded data were derived.
 AA7689
 AA7689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3318289562(NAD 83)
 AA7689_MARKER: DD = SURVEY DISK
 AA7689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7689_STAMPING: 22-13 1993
 AA7689_MARK LOGO: ALHD  
 AA7689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7689+STABILITY: SURFACE MOTION
 AA7689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7689+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 AA7689
 AA7689  HISTORY     - Date     Condition        Report By
 AA7689  HISTORY     - 1993     MONUMENTED       ALHD
 AA7689  HISTORY     - 2000     GOOD             LOCENG
 AA7689  HISTORY     - 20060611 GOOD             GEOCAC
 AA7689
 AA7689                          STATION DESCRIPTION
 AA7689
 AA7689'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7689'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7689'ALA 69, ABOUT 1.90 MI (3.06 KM) SOUTHWEST OF BAILEYTON AND ABOUT 2.50
 AA7689'MI (4.02 KM) EAST OF FAIRVIEW.
 AA7689'
 AA7689'TO REACH THE STATION FROM THE JUNCTION OF ALA 67 AND ALA 69 (MILE POST
 AA7689'259.85 ON ALA 69 AND MILE POST 8.90 ON ALA 67) ABOUT 2.0 MI (3.2 KM)
 AA7689'NORTHEAST OF BAILEYTON, DRIVE SOUTHWEST ON ALA 69 FOR 4.15 MI (6.68
 AA7689'KM) TO MILE POST 257.70 AND THE STATION ON THE LEFT.
 AA7689'
 AA7689'THE STATION IS 3.1 FT (0.9 M) NORTH-NORTHWEST OF A FIVE STRAND BARBED
 AA7689'WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 26.1 FT (8.0 M) WEST OF A
 AA7689'BROKEN CONCRETE WATER LINE MARKER, 33.8 FT (10.3 M) SOUTH-SOUTHEAST OF
 AA7689'THE CENTERLINE OF ALA 69, 39.9 FT (12.2 M) WEST OF THE NORTHEAST
 AA7689'CORNER OF THE FENCE, 58.2 FT (17.7 M) EAST-NORTHEAST OF THE NORTHWEST
 AA7689'CORNER OF THE FENCE, 95.4 FT (29.1 M) WEST OF CABLE AND POWER POLE
 AA7689'SERVICE POLE NO. 38 WITH A SECURITY LIGHT, 126.7 FT (38.6 M)
 AA7689'EAST-NORTHEAST OF CABLE POLE NO. 37, 3.1 FT (0.9 M) NORTHWEST OF A
 AA7689'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7689'
 AA7689'STATION 22-14 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7689
 AA7689                          STATION RECOVERY (2000)
 AA7689
 AA7689'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000
 AA7689'FROM MILE POST 256,ALA 69, TRAVELNORTHEAST TOWARD BAILEYTOWN ON
 AA7689'HWY 69 AND CROSS NEW BRIDGE OVER DUCK RIVER (0.35 MILES), MP
 AA7689'256.4 AND PROCEED NORTHEAST ON ALA 69 TO MP 257.7 (A TOTAL OF
 AA7689'1.65 MILES FROM MP 256) TO THE STATION ON THE RIGHT.  CARSONITE
 AA7689'POST IS ON A BARBED WIRE FENCE WITH STEEL POSTS.
 AA7689
 AA7689                          STATION RECOVERY (2006)
 AA7689
 AA7689'RECOVERY NOTE BY GEOCACHING 2006
 AA7689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7690 ***********************************************************************
 AA7690  DESIGNATION -  22 14
 AA7690  PID         -  AA7690
 AA7690  STATE/COUNTY-  AL/CULLMAN
 AA7690  USGS QUAD   -  SIMCOE (1982)
 AA7690
 AA7690                         *CURRENT SURVEY CONTROL
 AA7690  ___________________________________________________________________
 AA7690* NAD 83(1992)-  34 14 53.98252(N)    086 37 58.76910(W)     ADJUSTED  
 AA7690* NAVD 88     -       280.4    (meters)     920.     (feet)  VERTCON   
 AA7690  ___________________________________________________________________
 AA7690  X           -     309,986.022 (meters)                     COMP
 AA7690  Y           -  -5,268,902.836 (meters)                     COMP
 AA7690  Z           -   3,569,391.300 (meters)                     COMP
 AA7690  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AA7690  ELLIP HEIGHT-         251.84  (meters)          (07/29/02) GPS OBS
 AA7690  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AA7690
 AA7690  HORZ ORDER  -  FIRST
 AA7690  ELLP ORDER  -  FOURTH    CLASS I
 AA7690
 AA7690.The horizontal coordinates were established by GPS observations
 AA7690.and adjusted by the National Geodetic Survey in August 1995..
 AA7690
 AA7690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7690
 AA7690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7690
 AA7690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7690
 AA7690.The ellipsoidal height was determined by GPS observations
 AA7690.and is referenced to NAD 83.
 AA7690
 AA7690.The geoid height was determined by GEOID03.
 AA7690
 AA7690;                    North         East     Units Scale Factor Converg.
 AA7690;SPC AL W     -   471,402.447   679,860.370   MT  1.00001192   +0 29 16.7
 AA7690;UTM  16      - 3,789,751.616   533,793.589   MT  0.99961408   +0 12 23.6
 AA7690
 AA7690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7690!SPC AL W     -   0.99996047  x   1.00001192  =   0.99997239
 AA7690!UTM  16      -   0.99996047  x   0.99961408  =   0.99957456
 AA7690
 AA7690                          SUPERSEDED SURVEY CONTROL
 AA7690
 AA7690  ELLIP H (10/10/95)  251.90   (m)                       GP(       ) 4 2
 AA7690  NGVD 29 (08/31/95)  280.3    (m)          920.     (f) GPS OBS        
 AA7690
 AA7690.Superseded values are not recommended for survey control.
 AA7690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7690.See file dsdata.txt to determine how the superseded data were derived.
 AA7690
 AA7690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3379489752(NAD 83)
 AA7690_MARKER: DD = SURVEY DISK
 AA7690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7690_STAMPING: 22-14 1993
 AA7690_MARK LOGO: ALHD  
 AA7690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7690+STABILITY: SURFACE MOTION
 AA7690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7690+SATELLITE: SATELLITE OBSERVATIONS - June 11, 2006
 AA7690
 AA7690  HISTORY     - Date     Condition        Report By
 AA7690  HISTORY     - 1993     MONUMENTED       ALHD
 AA7690  HISTORY     - 2000     GOOD             LOCENG
 AA7690  HISTORY     - 20060611 GOOD             GEOCAC
 AA7690
 AA7690                          STATION DESCRIPTION
 AA7690
 AA7690'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7690'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7690'ALA 69, ABOUT 1.45 MI (2.33 KM) SOUTHWEST OF BAILEYTON AND ABOUT 2.85
 AA7690'MI (4.59 KM) EAST OF FAIRVIEW.
 AA7690' 
 AA7690'TO REACH THE STATION FROM THE JUNCTION OF ALA 67 AND ALA 69 (MILE POST
 AA7690'259.85 ON ALA 69 AND MILE POST 8.90 ON ALA 67) ABOUT 2.0 MI (3.2 KM)
 AA7690'NORTHEAST OF BAILEYTON, DRIVE SOUTHWEST ON ALA 69 FOR 3.75 MI (6.03
 AA7690'KM) TO MILE POST 256.10 AND THE STATION ON THE LEFT.
 AA7690' 
 AA7690'THE STATION IS 3.2 FT (1.0 M) NORTH-NORTHWEST OF A TWO BOARD FENCE,
 AA7690'37.3 FT (11.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ALA 69, 95.8 FT
 AA7690'(29.2 M) EAST-NORTHEAST OF A WATER VALVE, 95.8 FT (29.2 M)
 AA7690'EAST-NORTHEAST OF A FOUR-INCH PVC WATER LINE MARKER, 96.1 FT (29.3 M)
 AA7690'EAST-NORTHEAST OF A YELLOW FIRE HYDRANT, 113.5 FT (34.6 M)
 AA7690'WEST-SOUTHWEST OF CABLE POLE NO. 44 WITH A SECURITY LIGHT, 117.9 FT
 AA7690'(35.9 M) WEST-SOUTHWEST OF CONCRETE RIGHT OF WAY MARKER 737 + 02.9,
 AA7690'120.0 FT (36.6 M) EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE,
 AA7690'3.4 FT (1.0 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7690'WITH THE GROUND.
 AA7690' 
 AA7690'STATION 22-13 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7690
 AA7690                          STATION RECOVERY (2000)
 AA7690
 AA7690'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000
 AA7690'RECOVERED IN GOOD CONDITION.
 AA7690
 AA7690                          STATION RECOVERY (2006)
 AA7690
 AA7690'RECOVERY NOTE BY GEOCACHING 2006
 AA7690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7691 ***********************************************************************
 AA7691  DESIGNATION -  22 15
 AA7691  PID         -  AA7691
 AA7691  STATE/COUNTY-  AL/CULLMAN
 AA7691  USGS QUAD   -  LAWRENCE COVE (1975)
 AA7691
 AA7691                         *CURRENT SURVEY CONTROL
 AA7691  ___________________________________________________________________
 AA7691* NAD 83(1992)-  34 15 28.41927(N)    086 44 27.37370(W)     ADJUSTED  
 AA7691* NAVD 88     -       289.6    (meters)     950.     (feet)  VERTCON   
 AA7691  ___________________________________________________________________
 AA7691  X           -     300,025.307 (meters)                     COMP
 AA7691  Y           -  -5,268,888.951 (meters)                     COMP
 AA7691  Z           -   3,570,273.683 (meters)                     COMP
 AA7691  LAPLACE CORR-          -3.38  (seconds)                    DEFLEC99
 AA7691  ELLIP HEIGHT-         261.23  (meters)          (07/29/02) GPS OBS
 AA7691  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AA7691
 AA7691  HORZ ORDER  -  FIRST
 AA7691  ELLP ORDER  -  FOURTH    CLASS I
 AA7691
 AA7691.The horizontal coordinates were established by GPS observations
 AA7691.and adjusted by the National Geodetic Survey in August 1995..
 AA7691
 AA7691.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7691
 AA7691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7691
 AA7691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7691
 AA7691.The ellipsoidal height was determined by GPS observations
 AA7691.and is referenced to NAD 83.
 AA7691
 AA7691.The geoid height was determined by GEOID03.
 AA7691
 AA7691;                    North         East     Units Scale Factor Converg.
 AA7691;SPC AL W     -   472,384.101   669,909.321   MT  0.99999356   +0 25 38.3
 AA7691;UTM  16      - 3,790,781.735   523,851.382   MT  0.99960701   +0 08 45.0
 AA7691
 AA7691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7691!SPC AL W     -   0.99995899  x   0.99999356  =   0.99995255
 AA7691!UTM  16      -   0.99995899  x   0.99960701  =   0.99956602
 AA7691
 AA7691                          SUPERSEDED SURVEY CONTROL
 AA7691
 AA7691  ELLIP H (10/10/95)  261.27   (m)                       GP(       ) 4 2
 AA7691  NGVD 29 (08/31/95)  289.5    (m)          950.     (f) GPS OBS        
 AA7691
 AA7691.Superseded values are not recommended for survey control.
 AA7691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7691.See file dsdata.txt to determine how the superseded data were derived.
 AA7691
 AA7691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2385190782(NAD 83)
 AA7691_MARKER: DD = SURVEY DISK
 AA7691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7691_STAMPING: 22-15 1993
 AA7691_MARK LOGO: ALHD  
 AA7691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7691+STABILITY: SURFACE MOTION
 AA7691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7691+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2006
 AA7691
 AA7691  HISTORY     - Date     Condition        Report By
 AA7691  HISTORY     - 1993     MONUMENTED       ALHD
 AA7691  HISTORY     - 20060617 GOOD             INDIV
 AA7691
 AA7691                          STATION DESCRIPTION
 AA7691
 AA7691'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7691'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE WEST RIGHT OF WAY OF
 AA7691'CULLMAN COUNTY ROAD NO. 47, ABOUT 3.40 MI (5.47 KM) WEST-NORTHWEST OF
 AA7691'FAIRVIEW AND ABOUT 8.20 MI (13.20 KM) NORTHEAST OF CULLMAN.
 AA7691' 
 AA7691'TO REACH THE STATION FROM THE JUNCTION OF ALA 69 AND ALA 157 (MILE
 AA7691'POST 246.30 ON ALA 69 AND MILE POST 495.60 ON ALA 157) AT EAST POINT,
 AA7691'ABOUT 4.0 MI (6.4 KM) EAST OF CULLMAN, DRIVE NORTHEAST ON ALA 69 FOR
 AA7691'3.05 MI (4.91 KM) TO MILE POST 249.35 AND CULLMAN COUNTY ROAD NO. 47
 AA7691'LEFT AND RIGHT, TURN LEFT ON CULLMAN COUNTY ROAD NO. 47 AND DRIVE
 AA7691'NORTH FOR 2.50 MI (4.02 KM) TO THE STATION ON THE LEFT.
 AA7691' 
 AA7691'THE STATION IS 3.2 FT (1.0 M) EAST OF A HOG WIRE FENCE ON WHITE TOP,
 AA7691'GREEN STEEL POSTS, 19.7 FT (6.0 M) NORTH OF A GRAPHIC CURVE SIGN, 20.2
 AA7691'FT (6.2 M) WEST OF THE CENTERLINE OF CULLMAN COUNTY ROAD NO. 47, 52.2
 AA7691'FT (15.9 M) NORTH OF THE NORTH ONE OF TWO CONNECTED CROSS TIE POSTS IN
 AA7691'THE FENCE LINE, 80.5 FT (24.5 M) NORTHWEST OF A JUNCTION POWER POLE
 AA7691'ACROSS THE ROAD, 85.9 FT (26.2 M) SOUTHWEST OF A TRANSFORMER POWER
 AA7691'POLE ACROSS THE ROAD, 89.0 FT (27.1 M) SOUTHWEST OF A CABLE POLE
 AA7691'ACROSS THE ROAD, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND
 AA7691'SET FLUSH WITH THE GROUND.
 AA7691' 
 AA7691'STATION 22-16 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7691
 AA7691                          STATION RECOVERY (2006)
 AA7691
 AA7691'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RSE)
 AA7691'THE MILE POST ON AL HWY 69 IS 251.35 AND THE CULLMAN COUNTY ROAD IS
 AA7691'747.  THE HOG WIRE FENCE IS DILAPIDATED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7692 ***********************************************************************
 AA7692  DESIGNATION -  22 16
 AA7692  PID         -  AA7692
 AA7692  STATE/COUNTY-  AL/CULLMAN
 AA7692  USGS QUAD   -  LAWRENCE COVE (1975)
 AA7692
 AA7692                         *CURRENT SURVEY CONTROL
 AA7692  ___________________________________________________________________
 AA7692* NAD 83(1992)-  34 15 52.18776(N)    086 44 26.34291(W)     ADJUSTED  
 AA7692* NAVD 88     -       295.5    (meters)     969.     (feet)  VERTCON   
 AA7692  ___________________________________________________________________
 AA7692  X           -     300,028.475 (meters)                     COMP
 AA7692  Y           -  -5,268,480.714 (meters)                     COMP
 AA7692  Z           -   3,570,882.362 (meters)                     COMP
 AA7692  LAPLACE CORR-          -3.40  (seconds)                    DEFLEC99
 AA7692  ELLIP HEIGHT-         267.19  (meters)          (07/29/02) GPS OBS
 AA7692  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AA7692
 AA7692  HORZ ORDER  -  FIRST
 AA7692  ELLP ORDER  -  FOURTH    CLASS I
 AA7692
 AA7692.The horizontal coordinates were established by GPS observations
 AA7692.and adjusted by the National Geodetic Survey in August 1995..
 AA7692
 AA7692.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7692
 AA7692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7692
 AA7692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7692
 AA7692.The ellipsoidal height was determined by GPS observations
 AA7692.and is referenced to NAD 83.
 AA7692
 AA7692.The geoid height was determined by GEOID03.
 AA7692
 AA7692;                    North         East     Units Scale Factor Converg.
 AA7692;SPC AL W     -   473,116.653   669,930.228   MT  0.99999359   +0 25 39.1
 AA7692;UTM  16      - 3,791,513.892   523,875.879   MT  0.99960703   +0 08 45.7
 AA7692
 AA7692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7692!SPC AL W     -   0.99995806  x   0.99999359  =   0.99995165
 AA7692!UTM  16      -   0.99995806  x   0.99960703  =   0.99956510
 AA7692
 AA7692                          SUPERSEDED SURVEY CONTROL
 AA7692
 AA7692  ELLIP H (10/10/95)  267.23   (m)                       GP(       ) 4 2
 AA7692  NGVD 29 (08/31/95)  295.5    (m)          969.     (f) GPS OBS        
 AA7692
 AA7692.Superseded values are not recommended for survey control.
 AA7692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7692.See file dsdata.txt to determine how the superseded data were derived.
 AA7692
 AA7692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2387691514(NAD 83)
 AA7692_MARKER: DD = SURVEY DISK
 AA7692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7692_STAMPING: 22-16 1993
 AA7692_MARK LOGO: ALHD  
 AA7692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7692+STABILITY: SURFACE MOTION
 AA7692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7692+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 AA7692
 AA7692  HISTORY     - Date     Condition        Report By
 AA7692  HISTORY     - 1993     MONUMENTED       ALHD
 AA7692  HISTORY     - 20060622 GOOD             INDIV
 AA7692
 AA7692                          STATION DESCRIPTION
 AA7692
 AA7692'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7692'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE EAST RIGHT OF WAY OF
 AA7692'CULLMAN COUNTY ROAD NO. 47, ABOUT 3.55 MI (5.71 KM) WEST-NORTHWEST OF
 AA7692'FAIRVIEW AND ABOUT 8.50 MI (13.68 KM) NORTHEAST OF CULLMAN.
 AA7692' 
 AA7692'TO REACH THE STATION FROM THE JUNCTION OF ALA 69 AND ALA 157 (MILE
 AA7692'POST 246.30 ON ALA 69 AND MILE POST 495.60 ON ALA 157) AT EAST POINT,
 AA7692'ABOUT 4.0 MI (6.4 KM) EAST OF CULLMAN, DRIVE NORTHEAST ON ALA 69 FOR
 AA7692'3.05 MI (4.91 KM) TO MILE POST 249.35 AND CULLMAN COUNTY ROAD NO. 47
 AA7692'LEFT AND RIGHT, TURN LEFT ON CULLMAN COUNTY ROAD NO. 47 AND DRIVE
 AA7692'NORTH FOR 3.00 MI (4.83 KM) TO THE STATION ON THE RIGHT.
 AA7692' 
 AA7692'THE STATION IS 3.1 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND
 AA7692'OF BARBED WIRE ON WHITE TOP, GREEN STEEL POSTS, 7.4 FT (2.3 M)
 AA7692'SOUTH-SOUTHWEST OF A BURIED CABLE WARNING SIGN, 8.0 FT (2.4 M)
 AA7692'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE, 33.3 FT (10.1 M)
 AA7692'EAST OF THE CENTER OF CULLMAN COUNTY ROAD NO. 47, 52.7 FT (16.1 M)
 AA7692'SOUTH-SOUTHEAST OF A GRAPHIC CURVE SIGN, 91.7 FT (28.0 M) SOUTHEAST OF
 AA7692'A TRANSFORMER POWER POLE ACROSS THE ROAD, 101.4 FT (30.9 M) NORTH OF A
 AA7692'FENCE JUNCTION, 104.0 FT (31.7 M) NORTH-NORTHEAST OF THE SOUTHEAST
 AA7692'CORNER OF THE FENCE AND THE SOUTH POST OF A METAL GATE ACROSS THE
 AA7692'ROAD, 3.1 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7692'WITH THE GROUND.
 AA7692' 
 AA7692'STATION 22-15 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7692
 AA7692                          STATION RECOVERY (2006)
 AA7692
 AA7692'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RSE)
 AA7692'ON AL HWY 69 THE MILE POST IS 251.35 AND THE CULLMAN COUNTY ROAD IS
 AA7692'747.  THE MONUMENT IS IN A PASTURE 7.5' EAST OF A CARSONITE WITNESS
 AA7692'POST IN A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7693 ***********************************************************************
 AA7693  DESIGNATION -  22 17
 AA7693  PID         -  AA7693
 AA7693  STATE/COUNTY-  AL/CULLMAN
 AA7693  USGS QUAD   -  FALKVILLE (1982)
 AA7693
 AA7693                         *CURRENT SURVEY CONTROL
 AA7693  ___________________________________________________________________
 AA7693* NAD 83(1992)-  34 15 43.96244(N)    086 56 09.88660(W)     ADJUSTED  
 AA7693* NAVD 88     -       300.5    (meters)     986.     (feet)  VERTCON   
 AA7693  ___________________________________________________________________
 AA7693  X           -     282,064.499 (meters)                     COMP
 AA7693  Y           -  -5,269,620.440 (meters)                     COMP
 AA7693  Z           -   3,570,675.974 (meters)                     COMP
 AA7693  LAPLACE CORR-          -4.96  (seconds)                    DEFLEC99
 AA7693  ELLIP HEIGHT-         272.67  (meters)          (07/29/02) GPS OBS
 AA7693  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AA7693
 AA7693  HORZ ORDER  -  FIRST
 AA7693  ELLP ORDER  -  FOURTH    CLASS I
 AA7693
 AA7693.The horizontal coordinates were established by GPS observations
 AA7693.and adjusted by the National Geodetic Survey in August 1995..
 AA7693
 AA7693.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7693
 AA7693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7693
 AA7693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7693
 AA7693.The ellipsoidal height was determined by GPS observations
 AA7693.and is referenced to NAD 83.
 AA7693
 AA7693.The geoid height was determined by GEOID03.
 AA7693
 AA7693;                    North         East     Units Scale Factor Converg.
 AA7693;SPC AL W     -   472,746.200   651,933.889   MT  0.99996657   +0 19 02.9
 AA7693;UTM  16      - 3,791,231.970   505,884.710   MT  0.99960043   +0 02 09.5
 AA7693
 AA7693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7693!SPC AL W     -   0.99995720  x   0.99996657  =   0.99992377
 AA7693!UTM  16      -   0.99995720  x   0.99960043  =   0.99955765
 AA7693
 AA7693:                Primary Azimuth Mark                     Grid Az
 AA7693:SPC AL W     -  22 18                                    355 14 56.0
 AA7693:UTM  16      -  22 18                                    355 31 49.4
 AA7693
 AA7693|---------------------------------------------------------------------|
 AA7693| PID    Reference Object                     Distance      Geod. Az  |
 AA7693|                                                           dddmmss.s |
 AA7693| AA7694 22 18                               APPROX. 0.5 KM 3553358.9 |
 AA7693|---------------------------------------------------------------------|
 AA7693
 AA7693                          SUPERSEDED SURVEY CONTROL
 AA7693
 AA7693  ELLIP H (10/10/95)  272.71   (m)                       GP(       ) 4 2
 AA7693  NGVD 29 (08/31/95)  300.4    (m)          986.     (f) GPS OBS        
 AA7693
 AA7693.Superseded values are not recommended for survey control.
 AA7693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7693.See file dsdata.txt to determine how the superseded data were derived.
 AA7693
 AA7693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0588591232(NAD 83)
 AA7693_MARKER: DD = SURVEY DISK
 AA7693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7693_STAMPING: 22-17 1993
 AA7693_MARK LOGO: ALHD  
 AA7693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7693+STABILITY: SURFACE MOTION
 AA7693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7693+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7693
 AA7693  HISTORY     - Date     Condition        Report By
 AA7693  HISTORY     - 1993     MONUMENTED       ALHD
 AA7693
 AA7693                          STATION DESCRIPTION
 AA7693
 AA7693'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7693'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA7693'OF CULLMAN COUNTY ROAD NO. 19, ABOUT 1.95 MI (3.14 KM) NORTHEAST OF
 AA7693'WEST POINT AND ABOUT 7.95 MI (12.79 KM) NORTHWEST OF CULLMAN.
 AA7693' 
 AA7693'TO REACH THE STATION FROM EXIT 310 ON I-65 (MILE POST 1.20 ON ALA 157
 AA7693'IN CULLMAN, DRIVE NORTHWEST ON ALA 157 FOR 5.30 MI (8.53 KM) TO MILE
 AA7693'POST 6.50 AND CULLMAN COUNTY ROAD NO. 19 LEFT AND RIGHT AT A CAUTION
 AA7693'LIGHT IN WEST POINT, TURN RIGHT ON CULLMAN COUNTY ROAD NO. 19 AND
 AA7693'DRIVE NORTHEAST FOR 1.90 MI (3.06 KM) TO THE STATION ON THE RIGHT.
 AA7693' 
 AA7693'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF EBENEZER BAPTIST
 AA7693'CHURCH CEMETARY, 11.2 FT (3.4 M) SOUTHWEST OF THE WEST END OF A
 AA7693'FIFTEEN-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 19.0 FT (5.8 M)
 AA7693'WEST OF THE CENTER OF A GRAVEL ROAD ALONG THE WEST SIDE OF THE
 AA7693'CEMETARY, 27.2 FT (8.3 M) SOUTHEAST OF THE CENTERLINE OF CULLMAN
 AA7693'COUNTY ROAD NO. 19, 33.2 FT (10.1 M) WEST-SOUTHWEST OF THE SOUTH END
 AA7693'OF SAMUEL O. HARDIN HEADSTONE, 39.4 FT (12.0 M) NORTHWEST OF THE NORTH
 AA7693'END OF OTHEL LEE AND EARLENE HAND HEADSTONE, 44.6 FT (13.6 M)
 AA7693'WEST-NORTHWEST OF THE NORTH END OF A JONES HEADSTONE, 2.0 FT (0.6 M)
 AA7693'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7693' 
 AA7693'STATION 22-18 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7694 ***********************************************************************
 AA7694  DESIGNATION -  22 18
 AA7694  PID         -  AA7694
 AA7694  STATE/COUNTY-  AL/CULLMAN
 AA7694  USGS QUAD   -  FALKVILLE (1982)
 AA7694
 AA7694                         *CURRENT SURVEY CONTROL
 AA7694  ___________________________________________________________________
 AA7694* NAD 83(1992)-  34 16 00.34495(N)    086 56 11.41659(W)     ADJUSTED  
 AA7694* NAVD 88     -       300.9    (meters)     987.     (feet)  VERTCON   
 AA7694  ___________________________________________________________________
 AA7694  X           -     282,010.241 (meters)                     COMP
 AA7694  Y           -  -5,269,339.065 (meters)                     COMP
 AA7694  Z           -   3,571,093.416 (meters)                     COMP
 AA7694  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 AA7694  ELLIP HEIGHT-         273.09  (meters)          (07/29/02) GPS OBS
 AA7694  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AA7694
 AA7694  HORZ ORDER  -  FIRST
 AA7694  ELLP ORDER  -  FOURTH    CLASS I
 AA7694
 AA7694.The horizontal coordinates were established by GPS observations
 AA7694.and adjusted by the National Geodetic Survey in August 1995..
 AA7694
 AA7694.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7694
 AA7694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7694
 AA7694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7694
 AA7694.The ellipsoidal height was determined by GPS observations
 AA7694.and is referenced to NAD 83.
 AA7694
 AA7694.The geoid height was determined by GEOID03.
 AA7694
 AA7694;                    North         East     Units Scale Factor Converg.
 AA7694;SPC AL W     -   473,250.755   651,891.954   MT  0.99996651   +0 19 02.2
 AA7694;UTM  16      - 3,791,736.540   505,845.269   MT  0.99960042   +0 02 08.7
 AA7694
 AA7694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7694!SPC AL W     -   0.99995713  x   0.99996651  =   0.99992364
 AA7694!UTM  16      -   0.99995713  x   0.99960042  =   0.99955757
 AA7694
 AA7694:                Primary Azimuth Mark                     Grid Az
 AA7694:SPC AL W     -  22 17                                    175 14 55.8
 AA7694:UTM  16      -  22 17                                    175 31 49.3
 AA7694
 AA7694|---------------------------------------------------------------------|
 AA7694| PID    Reference Object                     Distance      Geod. Az  |
 AA7694|                                                           dddmmss.s |
 AA7694| AA7693 22 17                               APPROX. 0.5 KM 1753358.0 |
 AA7694|---------------------------------------------------------------------|
 AA7694
 AA7694                          SUPERSEDED SURVEY CONTROL
 AA7694
 AA7694  ELLIP H (10/10/95)  273.13   (m)                       GP(       ) 4 2
 AA7694  NGVD 29 (08/31/95)  300.8    (m)          987.     (f) GPS OBS        
 AA7694
 AA7694.Superseded values are not recommended for survey control.
 AA7694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7694.See file dsdata.txt to determine how the superseded data were derived.
 AA7694
 AA7694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0584591737(NAD 83)
 AA7694_MARKER: DD = SURVEY DISK
 AA7694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7694_STAMPING: 22-18 1993
 AA7694_MARK LOGO: ALHD  
 AA7694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7694+STABILITY: SURFACE MOTION
 AA7694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7694+SATELLITE: SATELLITE OBSERVATIONS - November 13, 2005
 AA7694
 AA7694  HISTORY     - Date     Condition        Report By
 AA7694  HISTORY     - 1993     MONUMENTED       ALHD
 AA7694  HISTORY     - 20051113 GOOD             GEOCAC
 AA7694
 AA7694                          STATION DESCRIPTION
 AA7694
 AA7694'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7694'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7694'A GRAVEL COUNTY ROAD, ABOUT 2.05 MI (3.30 KM) NORTHEAST OF WEST POINT
 AA7694'AND ABOUT 8.30 MI (13.36 KM) NORTHWEST OF CULLMAN.
 AA7694' 
 AA7694'TO REACH THE STATION FROM EXIT 310 ON I-65 (MILE POST 1.20 ON ALA 157
 AA7694'IN CULLMAN, DRIVE NORTHWEST ON ALA 157 FOR 5.30 MI (8.53 KM) TO MILE
 AA7694'POST 6.50 AND CULLMAN COUNTY ROAD NO. 19 LEFT AND RIGHT AT A CAUTION
 AA7694'LIGHT IN WEST POINT, TURN RIGHT ON CULLMAN COUNTY ROAD NO. 19 AND
 AA7694'DRIVE NORTHEAST FOR 2.30 MI (3.70 KM) TO A GRAVEL ROAD ON THE LEFT,
 AA7694'TURN LEFT ON THE GRAVEL ROAD AND DRIVE WEST FOR 0.25 MI (0.40 KM) TO
 AA7694'THE STATION ON THE RIGHT.
 AA7694' 
 AA7694'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 AA7694'ON CROSS TIE POSTS, 4.3 FT (1.3 M) SOUTHWEST OF THE WEST POST OF A RED
 AA7694'PIPE GATE, 4.3 FT (1.3 M) NORTH-NORTHWEST OF THE WEST END OF A
 AA7694'FIFTEEN-INCH CONCRETE PIPE UNDER A FIELD ROAD, 11.5 FT (3.5 M) WEST OF
 AA7694'THE CENTER OF A FIELD ROAD, 18.9 FT (5.8 M) WEST-SOUTHWEST OF THE EAST
 AA7694'POST OF A RED PIPE GATE, 19.5 FT (5.9 M) NORTH OF THE CENTER OF A
 AA7694'COUNTY GRAVEL ROAD, 3.4 FT (1.0 M) SOUTHWEST OF A CARSONITE WITNESS
 AA7694'POST, AND SET FLUSH WITH THE GROUND.
 AA7694' 
 AA7694'STATION 22-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7694
 AA7694                          STATION RECOVERY (2005)
 AA7694
 AA7694'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 AA7694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7695 ***********************************************************************
 AA7695  DESIGNATION -  22 19
 AA7695  PID         -  AA7695
 AA7695  STATE/COUNTY-  AL/CULLMAN
 AA7695  USGS QUAD   -  MASSEY (1988)
 AA7695
 AA7695                         *CURRENT SURVEY CONTROL
 AA7695  ___________________________________________________________________
 AA7695* NAD 83(1992)-  34 15 16.86171(N)    087 03 27.90103(W)     ADJUSTED  
 AA7695* NAVD 88     -       281.1    (meters)     922.     (feet)  VERTCON   
 AA7695  ___________________________________________________________________
 AA7695  X           -     270,896.874 (meters)                     COMP
 AA7695  Y           -  -5,270,661.362 (meters)                     COMP
 AA7695  Z           -   3,569,975.092 (meters)                     COMP
 AA7695  LAPLACE CORR-          -5.56  (seconds)                    DEFLEC99
 AA7695  ELLIP HEIGHT-         253.71  (meters)          (07/29/02) GPS OBS
 AA7695  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA7695
 AA7695  HORZ ORDER  -  FIRST
 AA7695  ELLP ORDER  -  FOURTH    CLASS I
 AA7695
 AA7695.The horizontal coordinates were established by GPS observations
 AA7695.and adjusted by the National Geodetic Survey in August 1995..
 AA7695
 AA7695.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7695
 AA7695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7695
 AA7695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7695
 AA7695.The ellipsoidal height was determined by GPS observations
 AA7695.and is referenced to NAD 83.
 AA7695
 AA7695.The geoid height was determined by GEOID03.
 AA7695
 AA7695;                    North         East     Units Scale Factor Converg.
 AA7695;SPC AL W     -   471,855.798   640,732.240   MT  0.99995378   +0 14 56.2
 AA7695;UTM  16      - 3,790,396.908   494,682.855   MT  0.99960035   -0 01 57.0
 AA7695
 AA7695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7695!SPC AL W     -   0.99996017  x   0.99995378  =   0.99991396
 AA7695!UTM  16      -   0.99996017  x   0.99960035  =   0.99956054
 AA7695
 AA7695:                Primary Azimuth Mark                     Grid Az
 AA7695:SPC AL W     -  22 20                                    314 30 55.1
 AA7695:UTM  16      -  22 20                                    314 47 48.3
 AA7695
 AA7695|---------------------------------------------------------------------|
 AA7695| PID    Reference Object                     Distance      Geod. Az  |
 AA7695|                                                           dddmmss.s |
 AA7695| AA7696 22 20                               456.977 METERS 3144551.3 |
 AA7695|---------------------------------------------------------------------|
 AA7695
 AA7695                          SUPERSEDED SURVEY CONTROL
 AA7695
 AA7695  ELLIP H (10/10/95)  253.75   (m)                       GP(       ) 4 2
 AA7695  NGVD 29 (08/31/95)  281.0    (m)          922.     (f) GPS OBS        
 AA7695
 AA7695.Superseded values are not recommended for survey control.
 AA7695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7695.See file dsdata.txt to determine how the superseded data were derived.
 AA7695
 AA7695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9468390397(NAD 83)
 AA7695_MARKER: DD = SURVEY DISK
 AA7695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7695_STAMPING: 22-19 1993
 AA7695_MARK LOGO: ALHD  
 AA7695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7695+STABILITY: SURFACE MOTION
 AA7695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7695+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7695
 AA7695  HISTORY     - Date     Condition        Report By
 AA7695  HISTORY     - 1993     MONUMENTED       ALHD
 AA7695
 AA7695                          STATION DESCRIPTION
 AA7695
 AA7695'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7695'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE WEST RIGHT OF WAY OF
 AA7695'CULLMAN COUNTY ROAD NO. 31, ABOUT 3.10 MI (4.99 KM) NORTH OF JONES
 AA7695'CHAPEL AND ABOUT 5.80 MI (9.33 KM) WEST-NORTHWEST OF WEST POINT.
 AA7695' 
 AA7695'TO REACH THE STATION FROM EXIT 308 ON I-65 (MILE POST 57.85 ON U.S.
 AA7695'278) IN WEST CULLMAN, DRIVE WEST ON U.S. 278 FOR 11.50 MI (18.51 KM)
 AA7695'TO MILE POST 46.35 AND A PAVED COUNTY ROAD ON LEFT AND RIGHT AT A
 AA7695'CAUTION LIGHT IN JONES CHAPEL, TURN RIGHT ON THE PAVED COUNTY ROAD AND
 AA7695'DRIVE NORTH FOR 0.10 MI (0.16 KM) TO A Y-INTERSECTION AT JONES CHAPEL
 AA7695'CHURCH OF CHRIST, BEAR LEFT ON CULLMAN COUNTY ROAD NO. 31 AND DRIVE
 AA7695'NORTH FOR 3.25 MI (5.23 KM) TO THE STATION ON THE LEFT.
 AA7695' 
 AA7695'THE STATION IS 3.0 FT (0.9 M) EAST-NORTHEAST OF A HOG WIRE FENCE WITH
 AA7695'ONE STRAND OF BARBED WIRE ON RUSTY STEEL POSTS, 21.4 FT (6.5 M)
 AA7695'WEST-SOUTHWEST OF THE CENTERLINE OF CULLMAN COUNTY ROAD NO. 31, 34.5
 AA7695'FT (10.5 M) NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE FENCE, 41.2
 AA7695'FT (12.6 M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 4, 64.5 FT
 AA7695'(19.7 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE ACROSS
 AA7695'THE ROAD, 106.5 SOUTH-SOUTHEAST OF A POWER POLE, 3.0 FT (0.9 M)
 AA7695'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7695' 
 AA7695'STATION 22-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1645 ***********************************************************************
 EF1645  DESIGNATION -  22 2
 EF1645  PID         -  EF1645
 EF1645  STATE/COUNTY-  AL/CULLMAN
 EF1645  USGS QUAD   -  CULLMAN (1983)
 EF1645
 EF1645                         *CURRENT SURVEY CONTROL
 EF1645  ___________________________________________________________________
 EF1645* NAD 83(1992)-  34 11 03.45893(N)    086 47 08.79917(W)     ADJUSTED  
 EF1645* NAVD 88     -       242.4    (meters)     795.     (feet)  VERTCON   
 EF1645  ___________________________________________________________________
 EF1645  X           -     296,156.980 (meters)                     COMP
 EF1645  Y           -  -5,273,667.623 (meters)                     COMP
 EF1645  Z           -   3,563,496.171 (meters)                     COMP
 EF1645  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 EF1645  ELLIP HEIGHT-         214.10  (meters)          (07/29/02) GPS OBS
 EF1645  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 EF1645
 EF1645  HORZ ORDER  -  FIRST
 EF1645  ELLP ORDER  -  FOURTH    CLASS I
 EF1645
 EF1645.The horizontal coordinates were established by GPS observations
 EF1645.and adjusted by the National Geodetic Survey in December 1992..
 EF1645
 EF1645.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1645
 EF1645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1645
 EF1645.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1645
 EF1645.The ellipsoidal height was determined by GPS observations
 EF1645.and is referenced to NAD 83.
 EF1645
 EF1645.The geoid height was determined by GEOID03.
 EF1645
 EF1645;                    North         East     Units Scale Factor Converg.
 EF1645;SPC AL W     -   464,190.327   665,836.695   MT  0.99998674   +0 24 04.7
 EF1645;UTM  16      - 3,782,611.188   519,740.171   MT  0.99960480   +0 07 13.3
 EF1645
 EF1645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1645!SPC AL W     -   0.99996639  x   0.99998674  =   0.99995313
 EF1645!UTM  16      -   0.99996639  x   0.99960480  =   0.99957120
 EF1645
 EF1645                          SUPERSEDED SURVEY CONTROL
 EF1645
 EF1645  ELLIP H (12/04/92)  214.16   (m)                       GP(       ) 4 1
 EF1645  NAD 83(1992)-  34 11 03.46791(N)    086 47 08.79860(W) AD(       ) 1
 EF1645  NGVD 29 (12/04/92)  242.3    (m)          795.     (f) GPS OBS        
 EF1645
 EF1645.Superseded values are not recommended for survey control.
 EF1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1645.See file dsdata.txt to determine how the superseded data were derived.
 EF1645
 EF1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1974082611(NAD 83)
 EF1645_MARKER: DD = SURVEY DISK
 EF1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1645_SP_SET: CONCRETE POST
 EF1645_STAMPING: 22 - 2 1989
 EF1645_MARK LOGO: ALHD  
 EF1645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1645+STABILITY: SURFACE MOTION
 EF1645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1645+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2006
 EF1645
 EF1645  HISTORY     - Date     Condition        Report By
 EF1645  HISTORY     - 1989     MONUMENTED       ALHD
 EF1645  HISTORY     - 19900108 GOOD
 EF1645  HISTORY     - 20050313 GOOD             GEOCAC
 EF1645  HISTORY     - 20060619 GOOD             INDIV
 EF1645
 EF1645                          STATION DESCRIPTION
 EF1645
 EF1645'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1645'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1645'U. S. 278, ABOUT 3 MI (4.8 KM) EAST OF CULLMAN AND ABOUT 10 MI
 EF1645'(16.1 KM) WEST OF HOLLY POND IN THE NORTHWEST QUADRANT OF THE U.S.
 EF1645'278 AND ALA. 157 INTERSECTION IN A TRIANGLE FORMED BY U.S. 278, ALA.
 EF1645'157, AND A FRONTAGE ROAD.
 EF1645'THE STATION IS 140.0 FT (42.7 M) NORTH OF THE CENTERLINE OF WESTBOUND
 EF1645'LANES OF U.S. 278, 203.0 FT (61.9 M) WEST-SOUTHWEST OF THE CENTERLINE
 EF1645'OF SOUTHBOUND LANES OF ALA. 157, 100.0 FT (30.5 M) SOUTHEAST OF THE
 EF1645'CENTERLINE OF THE FRONTAGE ROAD, 2.5 FT (0.8 M) SOUTH OF A CARSONITE
 EF1645'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1645'STATION 22 - 1 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1645
 EF1645                          STATION RECOVERY (1990)
 EF1645
 EF1645'RECOVERED 1990
 EF1645'RECOVERED IN GOOD CONDITION.
 EF1645
 EF1645                          STATION RECOVERY (2005)
 EF1645
 EF1645'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1645'WITNESS POST HAS BEEN DESTROYED BY MOWERS.
 EF1645
 EF1645                          STATION RECOVERY (2006)
 EF1645
 EF1645'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RSE)
 EF1645'CARSONITE WITNESS POST STILL MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7696 ***********************************************************************
 AA7696  DESIGNATION -  22 20
 AA7696  PID         -  AA7696
 AA7696  STATE/COUNTY-  AL/CULLMAN
 AA7696  USGS QUAD   -  MASSEY (1988)
 AA7696
 AA7696                         *CURRENT SURVEY CONTROL
 AA7696  ___________________________________________________________________
 AA7696* NAD 83(1992)-  34 15 27.30512(N)    087 03 40.58275(W)     ADJUSTED  
 AA7696* NAVD 88     -       289.6    (meters)     950.     (feet)  VERTCON   
 AA7696  ___________________________________________________________________
 AA7696  X           -     270,563.894 (meters)                     COMP
 AA7696  Y           -  -5,270,504.153 (meters)                     COMP
 AA7696  Z           -   3,570,245.882 (meters)                     COMP
 AA7696  LAPLACE CORR-          -5.57  (seconds)                    DEFLEC99
 AA7696  ELLIP HEIGHT-         262.25  (meters)          (07/29/02) GPS OBS
 AA7696  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA7696
 AA7696  HORZ ORDER  -  FIRST
 AA7696  ELLP ORDER  -  FOURTH    CLASS I
 AA7696
 AA7696.The horizontal coordinates were established by GPS observations
 AA7696.and adjusted by the National Geodetic Survey in August 1995..
 AA7696
 AA7696.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7696
 AA7696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7696
 AA7696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7696
 AA7696.The ellipsoidal height was determined by GPS observations
 AA7696.and is referenced to NAD 83.
 AA7696
 AA7696.The geoid height was determined by GEOID03.
 AA7696
 AA7696;                    North         East     Units Scale Factor Converg.
 AA7696;SPC AL W     -   472,176.169   640,406.402   MT  0.99995345   +0 14 49.1
 AA7696;UTM  16      - 3,790,718.762   494,358.709   MT  0.99960039   -0 02 04.2
 AA7696
 AA7696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7696!SPC AL W     -   0.99995883  x   0.99995345  =   0.99991229
 AA7696!UTM  16      -   0.99995883  x   0.99960039  =   0.99955924
 AA7696
 AA7696:                Primary Azimuth Mark                     Grid Az
 AA7696:SPC AL W     -  22 19                                    134 30 55.0
 AA7696:UTM  16      -  22 19                                    134 47 48.3
 AA7696
 AA7696|---------------------------------------------------------------------|
 AA7696| PID    Reference Object                     Distance      Geod. Az  |
 AA7696|                                                           dddmmss.s |
 AA7696| AA7695 22 19                               456.977 METERS 1344544.1 |
 AA7696|---------------------------------------------------------------------|
 AA7696
 AA7696                          SUPERSEDED SURVEY CONTROL
 AA7696
 AA7696  ELLIP H (10/10/95)  262.29   (m)                       GP(       ) 4 2
 AA7696  NGVD 29 (08/31/95)  289.6    (m)          950.     (f) GPS OBS        
 AA7696
 AA7696.Superseded values are not recommended for survey control.
 AA7696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7696.See file dsdata.txt to determine how the superseded data were derived.
 AA7696
 AA7696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9435990719(NAD 83)
 AA7696_MARKER: DD = SURVEY DISK
 AA7696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7696_STAMPING: 22-20 1993
 AA7696_MARK LOGO: ALHD  
 AA7696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7696+STABILITY: SURFACE MOTION
 AA7696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7696+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7696
 AA7696  HISTORY     - Date     Condition        Report By
 AA7696  HISTORY     - 1993     MONUMENTED       ALHD
 AA7696
 AA7696                          STATION DESCRIPTION
 AA7696
 AA7696'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7696'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA7696'OF CULLMAN COUNTY ROAD NO. 31, ABOUT 3.35 MI (5.39 KM) NORTH OF JONES
 AA7696'CHAPEL AND ABOUT 6.00 MI (9.66 KM) WEST-NORTHWEST OF WEST POINT.
 AA7696' 
 AA7696'TO REACH THE STATION FROM EXIT 308 ON I-65 (MILE POST 57.85 ON U.S.
 AA7696'278) IN WEST CULLMAN, DRIVE WEST ON U.S. 278 FOR 11.50 MI (18.51 KM)
 AA7696'TO MILE POST 46.35 AND A PAVED COUNTY ROAD ON LEFT AND RIGHT AT A
 AA7696'CAUTION LIGHT IN JONES CHAPEL, TURN RIGHT ON THE PAVED COUNTY ROAD AND
 AA7696'DRIVE NORTH FOR 0.10 MI (0.16 KM) TO A Y-INTERSECTION AT JONES CHAPEL
 AA7696'CHURCH OF CHRIST, BEAR LEFT ON CULLMAN COUNTY ROAD NO. 31 AND DRIVE
 AA7696'NORTH FOR 3.55 MI (5.71 KM) TO THE STATION ON THE LEFT.
 AA7696' 
 AA7696'THE STATION IS 2.8 FT (0.9 M) NORTH-NORTHWEST OF A HOG WIRE FENCE WITH
 AA7696'ONE STRAND OF BARBED WIRE ON RUSTY STEEL POSTS, 12.1 FT (3.7 M) WEST
 AA7696'OF A FENCE CORNER, 14.2 FT (4.3 M) SOUTHEAST OF TELEPHONE CABLE
 AA7696'PEDESTAL NO. B 46, 18.2 FT (5.5 M) NORTHEAST OF A FENCE CORNER, 35.7
 AA7696'FT (10.9 M) SOUTHWEST OF THE CENTERLINE OF CULLMAN COUNTY ROAD NO. 31,
 AA7696'37.5 FT (11.4 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 57.5 FT
 AA7696'(17.5 M) EAST-SOUTHEAST OF A FENCE CORNER ACROSS THE GRAVEL DRIVEWAY,
 AA7696'3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7696'WITH THE GROUND.
 AA7696' 
 AA7696'STATION 22-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7697 ***********************************************************************
 AA7697  DESIGNATION -  22 21
 AA7697  PID         -  AA7697
 AA7697  STATE/COUNTY-  AL/CULLMAN
 AA7697  USGS QUAD   -  WEST POINT (1982)
 AA7697
 AA7697                         *CURRENT SURVEY CONTROL
 AA7697  ___________________________________________________________________
 AA7697* NAD 83(1992)-  34 10 58.54015(N)    086 57 22.89314(W)     ADJUSTED  
 AA7697* NAVD 88     -       296.0    (meters)     971.     (feet)  VERTCON   
 AA7697  ___________________________________________________________________
 AA7697  X           -     280,461.763 (meters)                     COMP
 AA7697  Y           -  -5,274,655.674 (meters)                     COMP
 AA7697  Z           -   3,563,401.168 (meters)                     COMP
 AA7697  LAPLACE CORR-          -4.40  (seconds)                    DEFLEC99
 AA7697  ELLIP HEIGHT-         268.17  (meters)          (07/29/02) GPS OBS
 AA7697  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AA7697
 AA7697  HORZ ORDER  -  FIRST
 AA7697  ELLP ORDER  -  FOURTH    CLASS I
 AA7697
 AA7697.The horizontal coordinates were established by GPS observations
 AA7697.and adjusted by the National Geodetic Survey in August 1995..
 AA7697
 AA7697.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7697
 AA7697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7697
 AA7697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7697
 AA7697.The ellipsoidal height was determined by GPS observations
 AA7697.and is referenced to NAD 83.
 AA7697
 AA7697.The geoid height was determined by GEOID03.
 AA7697
 AA7697;                    North         East     Units Scale Factor Converg.
 AA7697;SPC AL W     -   463,941.791   650,113.162   MT  0.99996428   +0 18 19.6
 AA7697;UTM  16      - 3,782,439.814   504,021.473   MT  0.99960020   +0 01 28.3
 AA7697
 AA7697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7697!SPC AL W     -   0.99995790  x   0.99996428  =   0.99992219
 AA7697!UTM  16      -   0.99995790  x   0.99960020  =   0.99955812
 AA7697
 AA7697:                Primary Azimuth Mark                     Grid Az
 AA7697:SPC AL W     -  22 22                                    357 16 42.9
 AA7697:UTM  16      -  22 22                                    357 33 34.2
 AA7697
 AA7697|---------------------------------------------------------------------|
 AA7697| PID    Reference Object                     Distance      Geod. Az  |
 AA7697|                                                           dddmmss.s |
 AA7697| AA7698 22 22                               APPROX. 0.6 KM 3573502.5 |
 AA7697|---------------------------------------------------------------------|
 AA7697
 AA7697                          SUPERSEDED SURVEY CONTROL
 AA7697
 AA7697  ELLIP H (10/10/95)  268.21   (m)                       GP(       ) 4 2
 AA7697  NGVD 29 (08/31/95)  296.0    (m)          971.     (f) GPS OBS        
 AA7697
 AA7697.Superseded values are not recommended for survey control.
 AA7697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7697.See file dsdata.txt to determine how the superseded data were derived.
 AA7697
 AA7697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0402182440(NAD 83)
 AA7697_MARKER: DD = SURVEY DISK
 AA7697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7697_STAMPING: 22-21 1993
 AA7697_MARK LOGO: ALHD  
 AA7697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7697+STABILITY: SURFACE MOTION
 AA7697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7697+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2006
 AA7697
 AA7697  HISTORY     - Date     Condition        Report By
 AA7697  HISTORY     - 1993     MONUMENTED       ALHD
 AA7697  HISTORY     - 20060609 GOOD             GEOCAC
 AA7697
 AA7697                          STATION DESCRIPTION
 AA7697
 AA7697'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7697'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE WEST RIGHT OF WAY OF A
 AA7697'PAVED COUNTY ROAD, ABOUT 4.20 MI (6.76 KM) SOUTH OF WEST POINT AND
 AA7697'ABOUT 6.45 MI (10.38 KM) WEST OF CULLMAN.
 AA7697' 
 AA7697'TO REACH THE STATION FROM EXIT 308 ON I-65 (MILE POST 57.85 ON U.S.
 AA7697'278) IN WEST CULLMAN, DRIVE WEST ON U.S. 278 FOR 5.70 MI (9.17 KM) TO
 AA7697'MILE POST 52.15 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE
 AA7697'PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.85 MI (1.37 KM) TO THE STATION
 AA7697'ON THE RIGHT.
 AA7697' 
 AA7697'THE STATION IS 2.6 FT (0.8 M) EAST OF A SIX STRAND BARBED WIRE FENCE
 AA7697'ON RUSTY STEEL POSTS, 22.7 FT (6.9 M) WEST OF THE CENTER LINE OF THE
 AA7697'PAVED COUNTY ROAD, 65.0 FT (19.8 M) NORTH OF A FENCE JUNCTION, 112.1
 AA7697'FT (34.2 M) SOUTH OF THE SOUTH ONE OF THREE CROSS TIE POSTS IN THE
 AA7697'FENCE LINE, 113.0 FT (34.4 M) NORTH OF A FENCE CORNER NORTH OF A FIELD
 AA7697'ROAD, 113.3 FT (34.5 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. P 139
 AA7697'13, 113.4 FT (34.6 M) NORTH OF A POWER POLE, 151.9 FT (46.3 M)
 AA7697'SOUTH-SOUTHWEST OF A FENCE CORNER ACROSS THE ROAD, 169.7 FT (51.7 M)
 AA7697'SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. SS ACROSS THE ROAD,
 AA7697'2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7697'THE GROUND.
 AA7697' 
 AA7697'STATION 22-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7697
 AA7697                          STATION RECOVERY (2006)
 AA7697
 AA7697'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA7697'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7698 ***********************************************************************
 AA7698  DESIGNATION -  22 22
 AA7698  PID         -  AA7698
 AA7698  STATE/COUNTY-  AL/CULLMAN
 AA7698  USGS QUAD   -  WEST POINT (1982)
 AA7698
 AA7698                         *CURRENT SURVEY CONTROL
 AA7698  ___________________________________________________________________
 AA7698* NAD 83(1992)-  34 11 18.12835(N)    086 57 23.88766(W)     ADJUSTED  
 AA7698* NAVD 88     -       294.9    (meters)     968.     (feet)  VERTCON   
 AA7698  ___________________________________________________________________
 AA7698  X           -     280,418.278 (meters)                     COMP
 AA7698  Y           -  -5,274,317.477 (meters)                     COMP
 AA7698  Z           -   3,563,899.870 (meters)                     COMP
 AA7698  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 AA7698  ELLIP HEIGHT-         267.10  (meters)          (07/29/02) GPS OBS
 AA7698  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AA7698
 AA7698  HORZ ORDER  -  FIRST
 AA7698  ELLP ORDER  -  FOURTH    CLASS I
 AA7698
 AA7698.The horizontal coordinates were established by GPS observations
 AA7698.and adjusted by the National Geodetic Survey in August 1995..
 AA7698
 AA7698.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7698
 AA7698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7698
 AA7698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7698
 AA7698.The ellipsoidal height was determined by GPS observations
 AA7698.and is referenced to NAD 83.
 AA7698
 AA7698.The geoid height was determined by GEOID03.
 AA7698
 AA7698;                    North         East     Units Scale Factor Converg.
 AA7698;SPC AL W     -   464,545.190   650,084.480   MT  0.99996424   +0 18 19.2
 AA7698;UTM  16      - 3,783,043.127   503,995.760   MT  0.99960020   +0 01 27.7
 AA7698
 AA7698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7698!SPC AL W     -   0.99995807  x   0.99996424  =   0.99992231
 AA7698!UTM  16      -   0.99995807  x   0.99960020  =   0.99955829
 AA7698
 AA7698:                Primary Azimuth Mark                     Grid Az
 AA7698:SPC AL W     -  22 21                                    177 16 42.8
 AA7698:UTM  16      -  22 21                                    177 33 34.3
 AA7698
 AA7698|---------------------------------------------------------------------|
 AA7698| PID    Reference Object                     Distance      Geod. Az  |
 AA7698|                                                           dddmmss.s |
 AA7698| AA7697 22 21                               APPROX. 0.6 KM 1773502.0 |
 AA7698|---------------------------------------------------------------------|
 AA7698
 AA7698                          SUPERSEDED SURVEY CONTROL
 AA7698
 AA7698  ELLIP H (10/10/95)  267.14   (m)                       GP(       ) 4 2
 AA7698  NGVD 29 (08/31/95)  294.9    (m)          968.     (f) GPS OBS        
 AA7698
 AA7698.Superseded values are not recommended for survey control.
 AA7698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7698.See file dsdata.txt to determine how the superseded data were derived.
 AA7698
 AA7698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0399683043(NAD 83)
 AA7698_MARKER: DD = SURVEY DISK
 AA7698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7698_STAMPING: 22-22 1993
 AA7698_MARK LOGO: ALHD  
 AA7698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7698+STABILITY: SURFACE MOTION
 AA7698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7698+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2006
 AA7698
 AA7698  HISTORY     - Date     Condition        Report By
 AA7698  HISTORY     - 1993     MONUMENTED       ALHD
 AA7698  HISTORY     - 20060609 GOOD             GEOCAC
 AA7698
 AA7698                          STATION DESCRIPTION
 AA7698
 AA7698'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7698'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE EAST RIGHT OF WAY OF A
 AA7698'PAVED COUNTY ROAD, ABOUT 3.80 MI (6.12 KM) SOUTH OF WEST POINT AND
 AA7698'ABOUT 6.45 MI (10.38 KM) WEST OF CULLMAN.
 AA7698' 
 AA7698'TO REACH THE STATION FROM EXIT 308 ON I-65 (MILE POST 57.85 ON U.S.
 AA7698'278) IN WEST CULLMAN, DRIVE WEST ON U.S. 278 FOR 5.70 MI (9.17 KM) TO
 AA7698'MILE POST 52.15 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE
 AA7698'PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.45 MI (0.72 KM) TO THE STATION
 AA7698'ON THE LEFT.
 AA7698' 
 AA7698'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A FIVE STRAND BARBED
 AA7698'WIRE FENCE ON TREATED WOOD POSTS, 23.5 FT (7.2 M) EAST-NORTHEAST OF
 AA7698'THE CENTERLINE OF THE PAVED COUNTY ROAD, 51.7 FT (15.8 M) NORTHEAST OF
 AA7698'A WOOD POST IN THE FENCE LINE ACROSS THE ROAD, 51.9 FT (15.8 M)
 AA7698'NORTH-NORTHWEST OF A POWER POLE IN A PASTURE, 2.9 FT (0.9 M) WEST OF A
 AA7698'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7698' 
 AA7698'STATION 22-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7698
 AA7698                          STATION RECOVERY (2006)
 AA7698
 AA7698'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA7698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7699 ***********************************************************************
 AA7699  DESIGNATION -  22 23
 AA7699  PID         -  AA7699
 AA7699  STATE/COUNTY-  AL/CULLMAN
 AA7699  USGS QUAD   -  WEST POINT (1982)
 AA7699
 AA7699                         *CURRENT SURVEY CONTROL
 AA7699  ___________________________________________________________________
 AA7699* NAD 83(1992)-  34 08 55.20649(N)    086 53 02.22044(W)     ADJUSTED  
 AA7699* NAVD 88     -       230.6    (meters)     757.     (feet)  VERTCON   
 AA7699  ___________________________________________________________________
 AA7699  X           -     287,240.586 (meters)                     COMP
 AA7699  Y           -  -5,276,373.859 (meters)                     COMP
 AA7699  Z           -   3,560,219.800 (meters)                     COMP
 AA7699  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 AA7699  ELLIP HEIGHT-         202.50  (meters)          (07/29/02) GPS OBS
 AA7699  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA7699
 AA7699  HORZ ORDER  -  FIRST
 AA7699  ELLP ORDER  -  FOURTH    CLASS I
 AA7699
 AA7699.The horizontal coordinates were established by GPS observations
 AA7699.and adjusted by the National Geodetic Survey in August 1995..
 AA7699
 AA7699.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7699
 AA7699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7699
 AA7699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7699
 AA7699.The ellipsoidal height was determined by GPS observations
 AA7699.and is referenced to NAD 83.
 AA7699
 AA7699.The geoid height was determined by GEOID03.
 AA7699
 AA7699;                    North         East     Units Scale Factor Converg.
 AA7699;SPC AL W     -   460,179.684   656,810.915   MT  0.99997310   +0 20 45.0
 AA7699;UTM  16      - 3,778,646.324   510,698.251   MT  0.99960141   +0 03 54.5
 AA7699
 AA7699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7699!SPC AL W     -   0.99996821  x   0.99997310  =   0.99994131
 AA7699!UTM  16      -   0.99996821  x   0.99960141  =   0.99956963
 AA7699
 AA7699                          SUPERSEDED SURVEY CONTROL
 AA7699
 AA7699  ELLIP H (10/10/95)  202.54   (m)                       GP(       ) 4 2
 AA7699  NGVD 29 (08/31/95)  230.6    (m)          757.     (f) GPS OBS        
 AA7699
 AA7699.Superseded values are not recommended for survey control.
 AA7699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7699.See file dsdata.txt to determine how the superseded data were derived.
 AA7699
 AA7699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1069878646(NAD 83)
 AA7699_MARKER: DD = SURVEY DISK
 AA7699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7699_STAMPING: 22-23 1993
 AA7699_MARK LOGO: ALHD  
 AA7699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7699+STABILITY: SURFACE MOTION
 AA7699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7699+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004
 AA7699
 AA7699  HISTORY     - Date     Condition        Report By
 AA7699  HISTORY     - 1993     MONUMENTED       ALHD
 AA7699  HISTORY     - 20041105 GOOD             GEOCAC
 AA7699
 AA7699                          STATION DESCRIPTION
 AA7699
 AA7699'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7699'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7699'CULLMAN COUNTY ROAD NO. 36, ABOUT 2.70 MI (4.35 KM) NORTH-NORTHWEST OF
 AA7699'GOOD HOPE AND ABOUT 2.95 MI (4.75 KM) SOUTHWEST OF CULLMAN.
 AA7699' 
 AA7699'TO REACH THE STATION FROM EXIT 308 ON I-65 (MILE POST 57.85 ON U.S.
 AA7699'278) IN THE WEST SIDE OF CULLMAN, DRIVE EAST ON U.S. 278 FOR 0.55 MI
 AA7699'(0.89 KM) TO MILE POST 58.40 AND A PAVED STREET (LOGAN AVE) ON THE
 AA7699'RIGHT, TURN RIGHT ON THE PAVED STREET AND DRIVE SOUTH FOR 1.55 MI
 AA7699'(2.49 KM) TO CULLMAN COUNTY ROAD LEFT AND RIGHT, TURN RIGHT ON CULLMAN
 AA7699'COUNTY ROAD NO. 36 AND DRIVE WEST FOR 1.10 MI (1.77 KM) TO THE STATION
 AA7699'ON THE LEFT.
 AA7699' 
 AA7699'THE STATION IS 2.4 FT (0.7 M) NORTH OF A NINE STRAND BARBED WIRE FENCE
 AA7699'ON OLD TREATED WOOD POSTS, 22.0 FT (6.7 M) SOUTH OF THE CENTERLINE OF
 AA7699'CULLMAN COUNTY ROAD NO. 36, 162.4 FT (49.5 M) WEST-NORTHWEST OF A
 AA7699'JUNCTION POWER AND CABLE POLE IN A PASTURE, 205.5 FT (62.6 M) WEST OF
 AA7699'TELEPHONE CABLE PEDESTAL NO. P 26 W 8, 208.0 FT (63.4 M) WEST OF THE
 AA7699'NORTHEAST CORNER OF THE FENCE, 223.0 FT (68.0 M) WEST OF THE CENTER OF
 AA7699'A COUNTY GRAVEL ROAD, 2.6 FT (0.8 M) NORTH OF A CARSONITE WITNESS
 AA7699'POST, AND SET FLUSH WITH THE GROUND.
 AA7699' 
 AA7699'STATION 22-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7699
 AA7699                          STATION RECOVERY (2004)
 AA7699
 AA7699'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 AA7699'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7700 ***********************************************************************
 AA7700  DESIGNATION -  22 24
 AA7700  PID         -  AA7700
 AA7700  STATE/COUNTY-  AL/CULLMAN
 AA7700  USGS QUAD   -  WEST POINT (1982)
 AA7700
 AA7700                         *CURRENT SURVEY CONTROL
 AA7700  ___________________________________________________________________
 AA7700* NAD 83(1992)-  34 08 54.37306(N)    086 52 39.25852(W)     ADJUSTED  
 AA7700* NAVD 88     -       226.4    (meters)     743.     (feet)  VERTCON   
 AA7700  ___________________________________________________________________
 AA7700  X           -     287,828.557 (meters)                     COMP
 AA7700  Y           -  -5,276,352.732 (meters)                     COMP
 AA7700  Z           -   3,560,196.161 (meters)                     COMP
 AA7700  LAPLACE CORR-          -3.76  (seconds)                    DEFLEC99
 AA7700  ELLIP HEIGHT-         198.25  (meters)          (07/29/02) GPS OBS
 AA7700  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AA7700
 AA7700  HORZ ORDER  -  FIRST
 AA7700  ELLP ORDER  -  FOURTH    CLASS I
 AA7700
 AA7700.The horizontal coordinates were established by GPS observations
 AA7700.and adjusted by the National Geodetic Survey in August 1995..
 AA7700
 AA7700.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7700
 AA7700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7700
 AA7700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7700
 AA7700.The ellipsoidal height was determined by GPS observations
 AA7700.and is referenced to NAD 83.
 AA7700
 AA7700.The geoid height was determined by GEOID03.
 AA7700
 AA7700;                    North         East     Units Scale Factor Converg.
 AA7700;SPC AL W     -   460,157.574   657,399.276   MT  0.99997393   +0 20 57.8
 AA7700;UTM  16      - 3,778,621.341   511,286.277   MT  0.99960157   +0 04 07.4
 AA7700
 AA7700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7700!SPC AL W     -   0.99996888  x   0.99997393  =   0.99994281
 AA7700!UTM  16      -   0.99996888  x   0.99960157  =   0.99957046
 AA7700
 AA7700                          SUPERSEDED SURVEY CONTROL
 AA7700
 AA7700  ELLIP H (10/10/95)  198.29   (m)                       GP(       ) 4 2
 AA7700  NGVD 29 (08/31/95)  226.3    (m)          742.     (f) GPS OBS        
 AA7700
 AA7700.Superseded values are not recommended for survey control.
 AA7700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7700.See file dsdata.txt to determine how the superseded data were derived.
 AA7700
 AA7700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1128678621(NAD 83)
 AA7700_MARKER: DD = SURVEY DISK
 AA7700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7700_STAMPING: 22-24 1993
 AA7700_MARK LOGO: ALHD  
 AA7700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7700+STABILITY: SURFACE MOTION
 AA7700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7700+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2004
 AA7700
 AA7700  HISTORY     - Date     Condition        Report By
 AA7700  HISTORY     - 1993     MONUMENTED       ALHD
 AA7700  HISTORY     - 20041105 GOOD             GEOCAC
 AA7700
 AA7700                          STATION DESCRIPTION
 AA7700
 AA7700'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7700'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7700'CULLMAN COUNTY ROAD NO. 36, ABOUT 2.50 MI (4.02 KM) NORTH-NORTHWEST OF
 AA7700'GOOD HOPE AND ABOUT 2.65 MI (4.26 KM) SOUTHWEST OF CULLMAN.
 AA7700' 
 AA7700'TO REACH THE STATION FROM EXIT 308 ON I-65 (MILE POST 57.85 ON U.S.
 AA7700'278) IN THE WEST SIDE OF CULLMAN, DRIVE EAST ON U.S. 278 FOR 0.55 MI
 AA7700'(0.89 KM) TO MILE POST 58.40 AND A PAVED STREET (LOGAN AVE) ON THE
 AA7700'RIGHT, TURN RIGHT ON THE PAVED STREET AND DRIVE SOUTH FOR 1.55 MI
 AA7700'(2.49 KM) TO CULLMAN COUNTY ROAD LEFT AND RIGHT, TURN RIGHT ON CULLMAN
 AA7700'COUNTY ROAD NO. 36 AND DRIVE WEST FOR 0.70 MI (1.13 KM) TO THE STATION
 AA7700'ON THE LEFT.
 AA7700' 
 AA7700'THE STATION IS 2.4 FT (0.7 M) NORTH OF A HOG WIRE FENCE WITH FOUR
 AA7700'STRANDS OF BARBED WIRE ON RUSTY STEEL POSTS, 4.6 FT (1.4 M)
 AA7700'EAST-NORTHEAST OF THE EAST CROSS TIE POST EAST OF AN OFF SET IN THE
 AA7700'FENCE LINE, 12.4 FT (3.8 M) EAST OF THE FENCE CORNER NEAREST THE ROAD
 AA7700'AT AN OFF SET IN THE FENCE LINE, 14.4 FT (4.4 M) EAST-SOUTHEAST OF A
 AA7700'GRAPHIC CROSS ROAD SIGN ACROSS THE ROAD, 20.5 FT (6.2 M) SOUTH OF THE
 AA7700'CENTERLINE OF CULLMAN COUNTY ROAD NO. 36, 2.3 FT (0.7 M) NORTH OF A
 AA7700'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7700' 
 AA7700'STATION 22-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7700
 AA7700                          STATION RECOVERY (2004)
 AA7700
 AA7700'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 AA7700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7701 ***********************************************************************
 AA7701  DESIGNATION -  22 25
 AA7701  PID         -  AA7701
 AA7701  STATE/COUNTY-  AL/CULLMAN
 AA7701  USGS QUAD   -  HANCEVILLE (1993)
 AA7701
 AA7701                         *CURRENT SURVEY CONTROL
 AA7701  ___________________________________________________________________
 AA7701* NAD 83(1992)-  34 04 06.37407(N)    086 45 37.70621(W)     ADJUSTED  
 AA7701* NAVD 88     -       168.7    (meters)     553.     (feet)  GPS OBS   
 AA7701  ___________________________________________________________________
 AA7701  X           -     298,889.955 (meters)                     COMP
 AA7701  Y           -  -5,280,673.820 (meters)                     COMP
 AA7701  Z           -   3,552,816.019 (meters)                     COMP
 AA7701  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AA7701  ELLIP HEIGHT-         140.22  (meters)          (08/29/05) GPS OBS
 AA7701  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AA7701
 AA7701  HORZ ORDER  -  A
 AA7701  ELLP ORDER  -  FOURTH    CLASS I
 AA7701
 AA7701.The horizontal coordinates were established by GPS observations
 AA7701.and adjusted by the National Geodetic Survey in August 2005..
 AA7701
 AA7701.The orthometric height was determined by GPS observations and a
 AA7701.high-resolution geoid model.
 AA7701
 AA7701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7701
 AA7701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7701
 AA7701.The ellipsoidal height was determined by GPS observations
 AA7701.and is referenced to NAD 83.
 AA7701
 AA7701.The geoid height was determined by GEOID03.
 AA7701
 AA7701;                    North         East     Units Scale Factor Converg.
 AA7701;SPC AL W     -   451,356.022   668,262.278   MT  0.99999075   +0 24 51.4
 AA7701;UTM  16      - 3,769,770.085   522,101.981   MT  0.99960602   +0 08 03.0
 AA7701
 AA7701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7701!SPC AL W     -   0.99997799  x   0.99999075  =   0.99996874
 AA7701!UTM  16      -   0.99997799  x   0.99960602  =   0.99958402
 AA7701
 AA7701                          SUPERSEDED SURVEY CONTROL
 AA7701
 AA7701  ELLIP H (07/29/02)  140.18   (m)                       GP(       ) 4 1
 AA7701  ELLIP H (10/10/95)  140.22   (m)                       GP(       ) 4 2
 AA7701  NAD 83(1992)-  34 04 06.37530(N)    086 45 37.70674(W) AD(       ) 1
 AA7701  NGVD 29 (08/31/95)  168.6    (m)          553.     (f) GPS OBS        
 AA7701
 AA7701.Superseded values are not recommended for survey control.
 AA7701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7701.See file dsdata.txt to determine how the superseded data were derived.
 AA7701
 AA7701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2210269770(NAD 83)
 AA7701_MARKER: DD = SURVEY DISK
 AA7701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7701_STAMPING: 22-25 1993
 AA7701_MARK LOGO: ALHD  
 AA7701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7701+STABILITY: SURFACE MOTION
 AA7701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7701+SATELLITE: SATELLITE OBSERVATIONS - November 07, 2004
 AA7701
 AA7701  HISTORY     - Date     Condition        Report By
 AA7701  HISTORY     - 1993     MONUMENTED       ALHD
 AA7701  HISTORY     - 20040323 GOOD             ALHD
 AA7701  HISTORY     - 20040624 GOOD             LOCSUR
 AA7701  HISTORY     - 20041107 GOOD             GEOCAC
 AA7701
 AA7701                          STATION DESCRIPTION
 AA7701
 AA7701'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7701'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA7701'OF ALA 91 IN HANCEVILLE.
 AA7701' 
 AA7701'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 91 (MILE
 AA7701'POST 25.10 ON ALA 91 AND MILE POST 319.30 ON U.S. 31) AT A TRAFFIC
 AA7701'LIGHT IN HANCEVILLE, DRIVE NORTHEAST ON ALA 91 FOR 0.85 MI (1.37 KM)
 AA7701'TO MILE POST 25.95 AND THE STATION ON THE LEFT.
 AA7701' 
 AA7701'THE STATION IS 26.0 FT (7.9 M) SOUTHEAST OF THE CENTER OF A GRAVEL
 AA7701'DRIVEWAY, 60.4 FT (18.4 M) NORTHWEST OF THE CENTERLINE OF ALA 91, 68.8
 AA7701'FT (21.0 M) EAST OF THE SOUTHEAST CORNER OF THE SOUTH ONE OF FIVE
 AA7701'GREEN HOUSES, 116.0 FT (35.4 M) NORTHEAST OF A SIX-INCH PVC WATER LINE
 AA7701'MARKER, 130.2 FT (39.7 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 12
 AA7701'N 2, 149.0 FT (45.4 M) NORTHEAST OF THE NORTHEAST CROSS TIE POST OF A
 AA7701'GREEN DOUBLE PIPE GATE, 154.7 FT (47.2 M) SOUTHWEST OF THE SOUTHWEST
 AA7701'CROSS TIE POST OF A DOUBLE GREEN PIPE GATE, AND SET FLUSH WITH THE
 AA7701'GROUND.
 AA7701' 
 AA7701'STATION 22-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7701
 AA7701                          STATION RECOVERY (2004)
 AA7701
 AA7701'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7701'RECOVERED IN GOOD CONDITION.
 AA7701
 AA7701                          STATION RECOVERY (2004)
 AA7701
 AA7701'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (MWC)
 AA7701'RECOVERED AS DESCRIBED.
 AA7701
 AA7701                          STATION RECOVERY (2004)
 AA7701
 AA7701'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 AA7701'THE GREENHOUSE IN THE DESCRIPTION HAS BEEN MOVED OR RELOCATED. THE
 AA7701'MARK IS
 AA7701' 
 AA7701' 
 AA7701'18FT ENE OF AN ORANGE CARSONITE WITNESS POST. THE WITNESS POST IS BY A
 AA7701' 
 AA7701' 
 AA7701' 
 AA7701'STANDUP CROSS TIE WHICH IS THE ENE CORNER OF A WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7702 ***********************************************************************
 AA7702  DESIGNATION -  22 26
 AA7702  PID         -  AA7702
 AA7702  STATE/COUNTY-  AL/CULLMAN
 AA7702  USGS QUAD   -  HANCEVILLE (1993)
 AA7702
 AA7702                         *CURRENT SURVEY CONTROL
 AA7702  ___________________________________________________________________
 AA7702* NAD 83(1992)-  34 04 21.62507(N)    086 45 15.12043(W)     ADJUSTED  
 AA7702* NAVD 88     -       170.6    (meters)     560.     (feet)  VERTCON   
 AA7702  ___________________________________________________________________
 AA7702  X           -     299,453.365 (meters)                     COMP
 AA7702  Y           -  -5,280,379.803 (meters)                     COMP
 AA7702  Z           -   3,553,206.352 (meters)                     COMP
 AA7702  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AA7702  ELLIP HEIGHT-         142.13  (meters)          (07/29/02) GPS OBS
 AA7702  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AA7702
 AA7702  HORZ ORDER  -  FIRST
 AA7702  ELLP ORDER  -  FOURTH    CLASS I
 AA7702
 AA7702.The horizontal coordinates were established by GPS observations
 AA7702.and adjusted by the National Geodetic Survey in August 1995..
 AA7702
 AA7702.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7702
 AA7702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7702
 AA7702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7702
 AA7702.The ellipsoidal height was determined by GPS observations
 AA7702.and is referenced to NAD 83.
 AA7702
 AA7702.The geoid height was determined by GEOID03.
 AA7702
 AA7702;                    North         East     Units Scale Factor Converg.
 AA7702;SPC AL W     -   451,830.126   668,837.972   MT  0.99999173   +0 25 04.2
 AA7702;UTM  16      - 3,770,241.188   522,679.763   MT  0.99960634   +0 08 15.8
 AA7702
 AA7702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7702!SPC AL W     -   0.99997769  x   0.99999173  =   0.99996942
 AA7702!UTM  16      -   0.99997769  x   0.99960634  =   0.99958404
 AA7702
 AA7702                          SUPERSEDED SURVEY CONTROL
 AA7702
 AA7702  ELLIP H (10/10/95)  142.18   (m)                       GP(       ) 4 2
 AA7702  NGVD 29 (08/31/95)  170.6    (m)          560.     (f) GPS OBS        
 AA7702
 AA7702.Superseded values are not recommended for survey control.
 AA7702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7702.See file dsdata.txt to determine how the superseded data were derived.
 AA7702
 AA7702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2268070241(NAD 83)
 AA7702_MARKER: DD = SURVEY DISK
 AA7702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7702_STAMPING: 22-26 1993
 AA7702_MARK LOGO: ALHD  
 AA7702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7702+STABILITY: SURFACE MOTION
 AA7702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7702+SATELLITE: SATELLITE OBSERVATIONS - November 06, 2004
 AA7702
 AA7702  HISTORY     - Date     Condition        Report By
 AA7702  HISTORY     - 1993     MONUMENTED       ALHD
 AA7702  HISTORY     - 20040323 GOOD             ALHD
 AA7702  HISTORY     - 20041106 GOOD             GEOCAC
 AA7702
 AA7702                          STATION DESCRIPTION
 AA7702
 AA7702'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7702'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA7702'OF ALA 91 IN HANCEVILLE.
 AA7702' 
 AA7702'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 91 (MILE
 AA7702'POST 25.10 ON ALA 91 AND MILE POST 319.30 ON U.S. 31) AT A TRAFFIC
 AA7702'LIGHT IN HANCEVILLE, DRIVE NORTHEAST ON ALA 91 FOR 1.30 MI (2.09 KM)
 AA7702'TO MILE POST 26.40 AND THE STATION ON THE LEFT.
 AA7702' 
 AA7702'THE STATION IS 3.2 FT (1.0 M) SOUTHEAST OF A HOG WIRE FENCE WITH THREE
 AA7702'STRANDS OF BARBED WIRE ON RUSTY STEEL POSTS, 9.5 FT (2.9 M)
 AA7702'SOUTH-SOUTHWEST OF THE SOUTHWEST LINE OF FIVE CONNECTED CROSS TIE
 AA7702'POSTS IN THE FENCE LINE, 20.6 FT (6.3 M) SOUTHWEST OF AN ANGLE IN THE
 AA7702'FENCE LINE, 42.7 FT (13.0 M) NORTHWEST OF THE CENTERLINE OF ALA 91,
 AA7702'69.0 FT (21.0 M) EAST-NORTHEAST OF POWER POLE NO. 21 2318131 IN A
 AA7702'PASTURE, 79.5 FT (24.2 M) SOUTH-SOUTHWEST OF JUNCTION POWER POLE NO.
 AA7702'22, 3.5 FT (1.1 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA7702'FLUSH WITH THE GROUND.
 AA7702' 
 AA7702'STATION 22-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7702
 AA7702                          STATION RECOVERY (2004)
 AA7702
 AA7702'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7702'RECOVERED IN GOOD CONDITION.
 AA7702
 AA7702                          STATION RECOVERY (2004)
 AA7702
 AA7702'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 AA7702'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7703 ***********************************************************************
 AA7703  DESIGNATION -  22 27
 AA7703  PID         -  AA7703
 AA7703  STATE/COUNTY-  AL/CULLMAN
 AA7703  USGS QUAD   -  HANCEVILLE (1993)
 AA7703
 AA7703                         *CURRENT SURVEY CONTROL
 AA7703  ___________________________________________________________________
 AA7703* NAD 83(1992)-  34 03 27.61258(N)    086 51 45.23211(W)     ADJUSTED  
 AA7703* NAVD 88     -       198.8    (meters)     652.     (feet)  VERTCON   
 AA7703  ___________________________________________________________________
 AA7703  X           -     289,518.282 (meters)                     COMP
 AA7703  Y           -  -5,281,890.994 (meters)                     COMP
 AA7703  Z           -   3,551,843.541 (meters)                     COMP
 AA7703  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AA7703  ELLIP HEIGHT-         170.48  (meters)          (07/29/02) GPS OBS
 AA7703  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AA7703
 AA7703  HORZ ORDER  -  FIRST
 AA7703  ELLP ORDER  -  FOURTH    CLASS I
 AA7703
 AA7703.The horizontal coordinates were established by GPS observations
 AA7703.and adjusted by the National Geodetic Survey in August 1995..
 AA7703
 AA7703.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7703
 AA7703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7703
 AA7703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7703
 AA7703.The ellipsoidal height was determined by GPS observations
 AA7703.and is referenced to NAD 83.
 AA7703
 AA7703.The geoid height was determined by GEOID03.
 AA7703
 AA7703;                    North         East     Units Scale Factor Converg.
 AA7703;SPC AL W     -   450,098.314   658,846.051   MT  0.99997601   +0 21 25.2
 AA7703;UTM  16      - 3,768,558.880   512,683.294   MT  0.99960198   +0 04 37.1
 AA7703
 AA7703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7703!SPC AL W     -   0.99997324  x   0.99997601  =   0.99994925
 AA7703!UTM  16      -   0.99997324  x   0.99960198  =   0.99957523
 AA7703
 AA7703                          SUPERSEDED SURVEY CONTROL
 AA7703
 AA7703  ELLIP H (10/10/95)  170.53   (m)                       GP(       ) 4 2
 AA7703  NGVD 29 (08/31/95)  198.8    (m)          652.     (f) GPS OBS        
 AA7703
 AA7703.Superseded values are not recommended for survey control.
 AA7703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7703.See file dsdata.txt to determine how the superseded data were derived.
 AA7703
 AA7703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1268368559(NAD 83)
 AA7703_MARKER: DD = SURVEY DISK
 AA7703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7703_STAMPING: 22-27 1993
 AA7703_MARK LOGO: ALHD  
 AA7703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7703+STABILITY: SURFACE MOTION
 AA7703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7703+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7703
 AA7703  HISTORY     - Date     Condition        Report By
 AA7703  HISTORY     - 1993     MONUMENTED       ALHD
 AA7703
 AA7703                          STATION DESCRIPTION
 AA7703
 AA7703'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7703'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7703'A PAVED COUNTY ROAD, ABOUT 3.70 MI (5.95 KM) SOUTH OF GOOD HOPE AND
 AA7703'ABOUT 5.20 MI (8.37 KM) EAST OF HANCEVILLE.
 AA7703' 
 AA7703'TO REACH THE STATION FROM EXIT 299 ON I-65, DRIVE NORTHEAST ON A PAVED
 AA7703'COUNTY ROAD FOR 0.50 MI (0.80 KM) TO A PAVED COUNTY ROAD ON THE RIGHT,
 AA7703'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 125 FT (38.1 M)
 AA7703'TO THE STATION ON THE LEFT.
 AA7703' 
 AA7703'THE STATION IS 55.8 FT (17.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 AA7703'THE PAVED COUNTY ROAD LEADING EAST, 68.2 FT (20.8 M) SOUTH-SOUTHEAST
 AA7703'OF THE EAST POST OF A FOR SALE SIGN, 87.8 FT (26.8 M) NORTHEAST OF A
 AA7703'WEIGHT LIMIT 9 TONS PER AXLE, 36 TONS GROSS SIGN, 88.8 FT (27.1 M)
 AA7703'EAST OF A STOP SIGN, 115.3 FT (35.1 M) NORTHWEST OF A GRAPHIC CTOP
 AA7703'AHEAD SIGN, 125.0 FT (38.1 M) SOUTHEAST OF THE CENTERLINE OF THE PAVED
 AA7703'COUNTY ROAD LEADING NORTH, 132.5 FT (40.4 M) NORTHEAST OF BURIED CABLE
 AA7703'WARNING SIGN NO. 2535 1/2 ON A WHITE PVC POST ACROSS THE PAVED COUNTY
 AA7703'ROAD LEADING EAST, 138.5 FT (42.2 M) NORTH OF A JUNCTION POWER POLE
 AA7703'WITH A SECURITY LIGHT ACROSS THE PAVED COUNTY ROAD LEADING EAST, 160.7
 AA7703'FT (49.0 M) SOUTH OF AN ANGLE POWER POLE WITH ONE GUY WIRE, 188.4 FT
 AA7703'(57.4 M) NORTH OF THE WEST POST OF A DOUBLE CHAIN LINK GATE ACROSS THE
 AA7703'PAVED COUNTY ROAD LEADING EAST, 190.0 FT (57.9 M) NORTH-NORTHWEST OF
 AA7703'THE EAST POST OF A DOUBLE CHAIN LINK GATE ACROSS THE PAVED COUNTY ROAD
 AA7703'LEADING EAST, 2.1 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST,
 AA7703'AND SET FLUSH WITH THE GROUND.
 AA7703' 
 AA7703'STATION 22-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7704 ***********************************************************************
 AA7704  DESIGNATION -  22 28
 AA7704  PID         -  AA7704
 AA7704  STATE/COUNTY-  AL/CULLMAN
 AA7704  USGS QUAD   -  HANCEVILLE (1993)
 AA7704
 AA7704                         *CURRENT SURVEY CONTROL
 AA7704  ___________________________________________________________________
 AA7704* NAD 83(1992)-  34 03 49.28057(N)    086 51 35.90119(W)     ADJUSTED  
 AA7704* NAVD 88     -       218.9    (meters)     718.     (feet)  VERTCON   
 AA7704  ___________________________________________________________________
 AA7704  X           -     289,737.652 (meters)                     COMP
 AA7704  Y           -  -5,281,521.171 (meters)                     COMP
 AA7704  Z           -   3,552,407.931 (meters)                     COMP
 AA7704  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AA7704  ELLIP HEIGHT-         190.61  (meters)          (07/29/02) GPS OBS
 AA7704  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AA7704
 AA7704  HORZ ORDER  -  FIRST
 AA7704  ELLP ORDER  -  FOURTH    CLASS I
 AA7704
 AA7704.The horizontal coordinates were established by GPS observations
 AA7704.and adjusted by the National Geodetic Survey in August 1995..
 AA7704
 AA7704.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7704
 AA7704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7704
 AA7704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7704
 AA7704.The ellipsoidal height was determined by GPS observations
 AA7704.and is referenced to NAD 83.
 AA7704
 AA7704.The geoid height was determined by GEOID03.
 AA7704
 AA7704;                    North         East     Units Scale Factor Converg.
 AA7704;SPC AL W     -   450,767.415   659,081.156   MT  0.99997635   +0 21 30.6
 AA7704;UTM  16      - 3,769,226.574   512,921.577   MT  0.99960206   +0 04 42.4
 AA7704
 AA7704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7704!SPC AL W     -   0.99997008  x   0.99997635  =   0.99994643
 AA7704!UTM  16      -   0.99997008  x   0.99960206  =   0.99957215
 AA7704
 AA7704                          SUPERSEDED SURVEY CONTROL
 AA7704
 AA7704  ELLIP H (10/10/95)  190.66   (m)                       GP(       ) 4 2
 AA7704  NGVD 29 (08/31/95)  218.9    (m)          718.     (f) GPS OBS        
 AA7704
 AA7704.Superseded values are not recommended for survey control.
 AA7704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7704.See file dsdata.txt to determine how the superseded data were derived.
 AA7704
 AA7704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1292269227(NAD 83)
 AA7704_MARKER: DD = SURVEY DISK
 AA7704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7704_STAMPING: 22-28 1993
 AA7704_MARK LOGO: ALHD  
 AA7704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7704+STABILITY: SURFACE MOTION
 AA7704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7704+SATELLITE: SATELLITE OBSERVATIONS - June 30, 2004
 AA7704
 AA7704  HISTORY     - Date     Condition        Report By
 AA7704  HISTORY     - 1993     MONUMENTED       ALHD
 AA7704  HISTORY     - 20040630 GOOD             GEOCAC
 AA7704
 AA7704                          STATION DESCRIPTION
 AA7704
 AA7704'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7704'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE EAST RIGHT OF WAY OF A
 AA7704'PAVED COUNTY ROAD, ABOUT 3.30 MI (5.31 KM) SOUTH OF GOOD HOPE AND
 AA7704'ABOUT 4.90 MI (7.89 KM) EAST OF HANCEVILLE.
 AA7704' 
 AA7704'TO REACH THE STATION FROM EXIT 299 ON I-65, DRIVE NORTHEAST ON A PAVED
 AA7704'COUNTY ROAD FOR 0.80 MI (1.29 KM) TO THE STATION ON THE RIGHT.
 AA7704' 
 AA7704'THE STATION IS LOCATED NEAR THE CREST OF A TWELVE FOOT BACKSLOPE, 63.0
 AA7704'FT (19.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE PAVED COUNTY ROAD,
 AA7704'117.7 FT (35.9 M) NORTH-NORTHEAST OF A POWER POLE, 195.4 FT (59.6 M)
 AA7704'SOUTHWEST OF POWER POLE NO. 2090181 WITH CIRCUIT BREAKERS AND TWO GUY
 AA7704'WIRES, 2.4 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA7704'FLUSH WITH THE GROUND.
 AA7704' 
 AA7704'STATION 22-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7704
 AA7704                          STATION RECOVERY (2004)
 AA7704
 AA7704'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 AA7704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7705 ***********************************************************************
 AA7705  DESIGNATION -  22 29
 AA7705  PID         -  AA7705
 AA7705  STATE/COUNTY-  AL/CULLMAN
 AA7705  USGS QUAD   -  TRIMBLE (1984)
 AA7705
 AA7705                         *CURRENT SURVEY CONTROL
 AA7705  ___________________________________________________________________
 AA7705* NAD 83(1992)-  34 06 07.40439(N)    086 58 12.86675(W)     ADJUSTED  
 AA7705* NAVD 88     -       192.7    (meters)     632.     (feet)  VERTCON   
 AA7705  ___________________________________________________________________
 AA7705  X           -     279,445.413 (meters)                     COMP
 AA7705  Y           -  -5,279,665.896 (meters)                     COMP
 AA7705  Z           -   3,555,918.379 (meters)                     COMP
 AA7705  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 AA7705  ELLIP HEIGHT-         164.73  (meters)          (07/29/02) GPS OBS
 AA7705  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AA7705
 AA7705  HORZ ORDER  -  FIRST
 AA7705  ELLP ORDER  -  FOURTH    CLASS I
 AA7705
 AA7705.The horizontal coordinates were established by GPS observations
 AA7705.and adjusted by the National Geodetic Survey in August 1995..
 AA7705
 AA7705.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7705
 AA7705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7705
 AA7705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7705
 AA7705.The ellipsoidal height was determined by GPS observations
 AA7705.and is referenced to NAD 83.
 AA7705
 AA7705.The geoid height was determined by GEOID03.
 AA7705
 AA7705;                    North         East     Units Scale Factor Converg.
 AA7705;SPC AL W     -   454,964.893   648,880.088   MT  0.99996278   +0 17 49.3
 AA7705;UTM  16      - 3,773,472.324   502,744.910   MT  0.99960009   +0 01 00.1
 AA7705
 AA7705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7705!SPC AL W     -   0.99997414  x   0.99996278  =   0.99993692
 AA7705!UTM  16      -   0.99997414  x   0.99960009  =   0.99957424
 AA7705
 AA7705:                Primary Azimuth Mark                     Grid Az
 AA7705:SPC AL W     -  22 30                                    113 45 25.0
 AA7705:UTM  16      -  22 30                                    114 02 14.2
 AA7705
 AA7705|---------------------------------------------------------------------|
 AA7705| PID    Reference Object                     Distance      Geod. Az  |
 AA7705|                                                           dddmmss.s |
 AA7705| AA7706 22 30                               457.349 METERS 1140314.3 |
 AA7705|---------------------------------------------------------------------|
 AA7705
 AA7705                          SUPERSEDED SURVEY CONTROL
 AA7705
 AA7705  ELLIP H (10/10/95)  164.77   (m)                       GP(       ) 4 2
 AA7705  NGVD 29 (08/31/95)  192.7    (m)          632.     (f) GPS OBS        
 AA7705
 AA7705.Superseded values are not recommended for survey control.
 AA7705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7705.See file dsdata.txt to determine how the superseded data were derived.
 AA7705
 AA7705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0274573472(NAD 83)
 AA7705_MARKER: DD = SURVEY DISK
 AA7705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7705_STAMPING: 22-29 1993
 AA7705_MARK LOGO: ALHD  
 AA7705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7705+STABILITY: SURFACE MOTION
 AA7705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7705+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AA7705
 AA7705  HISTORY     - Date     Condition        Report By
 AA7705  HISTORY     - 1993     MONUMENTED       ALHD
 AA7705  HISTORY     - 20050428 GOOD             GEOCAC
 AA7705
 AA7705                          STATION DESCRIPTION
 AA7705
 AA7705'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7705'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7705'CULLMAN COUNTY ROAD NO. 22, ABOUT 5.85 MI (9.41 KM) WEST-SOUTHWEST OF
 AA7705'GOOD HOPE AND ABOUT 11.75 MI (18.91 KM) WEST-NORTHWEST OF HANCEVILLE.
 AA7705' 
 AA7705'TO REACH THE STATION FROM EXIT 304 ON I-65 (MILE POST 237.25 ON ALA
 AA7705'69) IN GOOD HOPE, DRIVE NORTHEAST ON ALA 69 FOR 1.45 MI (2.33 KM) TO
 AA7705'MILE POST 238.70 AND CULLMAN COUNTY ROAD NO. 22 ON THE LEFT, TURN LEFT
 AA7705'ON CULLMAN COUNTY ROAD NO. 22 AND DRIVE SOUTHWEST FOR 6.60 MI (10.62
 AA7705'KM) TO A PAVED CROSS ROAD (CULLMAN COUNTY ROAD NO. 13) IN TRIMBLE,
 AA7705'CONTINUE WEST AND NORTHWEST FOR 1.65 MI (2.66 KM) TO THE STATION ON
 AA7705'THE LEFT.
 AA7705' 
 AA7705'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF A SIX STRAND BARBED
 AA7705'WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 33.4 FT (10.2 M)
 AA7705'SOUTH-SOUTHWEST OF THE CENTERLINE OF CULLMAN COUNTY ROAD NO. 22, 82.3
 AA7705'FT (25.1 M) SOUTH-SOUTHWEST OF TELEPHONE SERVICE POLE NO. 1 ACROSS THE
 AA7705'ROAD, 96.6 FT (29.4 M) SOUTH OF A CROSS TIE FENCE CORNER POST ACROSS
 AA7705'THE ROAD, 127.0 FT (38.7 M) SOUTH-SOUTHEAST OF A BURIED CABLE WARNING
 AA7705'SIGN ACROSS THE ROAD, 129.6 FT (39.5 M) SOUTH-SOUTHEAST OF TELEPHONE
 AA7705'CABLE PEDESTAL NO. 104 ACROSS THE ROAD, 134.8 FT (41.1 M)
 AA7705'EAST-SOUTHEAST OF THE SOUTH END OF AN EIGHTEEN-INCH CONCRETE PIPE
 AA7705'UNDER CULLMAN COUNTY ROAD NO. 22, 148.0 FT (45.1 M) WEST-NORTHWEST OF
 AA7705'A TWIN TRUNK TEN-INCH SWEET GUM TREE IN THE FENCE LINE, 156.5 FT (47.7
 AA7705'M) EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCE, 2.1 FT (0.6 M)
 AA7705'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7705' 
 AA7705'STATION 22-30 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7705
 AA7705                          STATION RECOVERY (2005)
 AA7705
 AA7705'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 AA7705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1646 ***********************************************************************
 EF1646  DESIGNATION -  22 3
 EF1646  PID         -  EF1646
 EF1646  STATE/COUNTY-  AL/CULLMAN
 EF1646  USGS QUAD   -  SIMCOE (1982)
 EF1646
 EF1646                         *CURRENT SURVEY CONTROL
 EF1646  ___________________________________________________________________
 EF1646* NAD 83(1992)-  34 10 27.66808(N)    086 42 37.26641(W)     ADJUSTED  
 EF1646* NAVD 88     -       248.9    (meters)     817.     (feet)  VERTCON   
 EF1646  ___________________________________________________________________
 EF1646  X           -     303,134.980 (meters)                     COMP
 EF1646  Y           -  -5,273,896.980 (meters)                     COMP
 EF1646  Z           -   3,562,587.375 (meters)                     COMP
 EF1646  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 EF1646  ELLIP HEIGHT-         220.46  (meters)          (07/29/02) GPS OBS
 EF1646  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EF1646
 EF1646  HORZ ORDER  -  FIRST
 EF1646  ELLP ORDER  -  FOURTH    CLASS I
 EF1646
 EF1646.The horizontal coordinates were established by GPS observations
 EF1646.and adjusted by the National Geodetic Survey in December 1992..
 EF1646
 EF1646.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1646
 EF1646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1646
 EF1646.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1646
 EF1646.The ellipsoidal height was determined by GPS observations
 EF1646.and is referenced to NAD 83.
 EF1646
 EF1646.The geoid height was determined by GEOID03.
 EF1646
 EF1646;                    North         East     Units Scale Factor Converg.
 EF1646;SPC AL W     -   463,138.821   672,798.102   MT  0.99999864   +0 26 36.9
 EF1646;UTM  16      - 3,781,525.984   526,693.654   MT  0.99960878   +0 09 45.7
 EF1646
 EF1646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1646!SPC AL W     -   0.99996539  x   0.99999864  =   0.99996403
 EF1646!UTM  16      -   0.99996539  x   0.99960878  =   0.99957419
 EF1646
 EF1646:                Primary Azimuth Mark                     Grid Az
 EF1646:SPC AL W     -  22 4                                     120 36 44.6
 EF1646:UTM  16      -  22 4                                     120 53 35.8
 EF1646
 EF1646|---------------------------------------------------------------------|
 EF1646| PID    Reference Object                     Distance      Geod. Az  |
 EF1646|                                                           dddmmss.s |
 EF1646| EF1647 22 4                                437.499 METERS 1210321.5 |
 EF1646|---------------------------------------------------------------------|
 EF1646
 EF1646                          SUPERSEDED SURVEY CONTROL
 EF1646
 EF1646  ELLIP H (12/04/92)  220.51   (m)                       GP(       ) 4 1
 EF1646  NAD 83(1992)-  34 10 27.67744(N)    086 42 37.26574(W) AD(       ) 1
 EF1646  NGVD 29 (12/04/92)  248.8    (m)          816.     (f) GPS OBS        
 EF1646
 EF1646.Superseded values are not recommended for survey control.
 EF1646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1646.See file dsdata.txt to determine how the superseded data were derived.
 EF1646
 EF1646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2669481526(NAD 83)
 EF1646_MARKER: DD = SURVEY DISK
 EF1646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1646_SP_SET: CONCRETE POST
 EF1646_STAMPING: 22 - 3 1989
 EF1646_MARK LOGO: ALHD  
 EF1646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1646+STABILITY: SURFACE MOTION
 EF1646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1646+SATELLITE: SATELLITE OBSERVATIONS - March 15, 2005
 EF1646
 EF1646  HISTORY     - Date     Condition        Report By
 EF1646  HISTORY     - 1989     MONUMENTED       ALHD
 EF1646  HISTORY     - 19900108 GOOD
 EF1646  HISTORY     - 20050315 GOOD             GEOCAC
 EF1646
 EF1646                          STATION DESCRIPTION
 EF1646
 EF1646'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1646'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1646'U. S. 278, ABOUT 7.50 MI (12.07 KM) EAST OF CULLMAN AND ABOUT 5.25 MI
 EF1646'(8.45 KM) WEST OF HOLLY POND IN THE INTERSECTION OF U.S. 278 AND
 EF1646'CULLMAN COUNTY ROAD NO. 49.
 EF1646'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 157, DRIVE
 EF1646'EAST ON U.S. 278 4.35 MI (7.00 KM) TO THE STATION ON THE RIGHT IN THE
 EF1646'SOUTHEAST QUADRANT OF THE U.S. 278 AND CULLMAN COUNTY ROAD N0. 49.
 EF1646'THE STATION IS 37.0 FT (11.3 M) SOUTH OF THE CENTERLINE OF U.S. 278,
 EF1646'53.2 FT (16.2 M) NORTHEAST OF THE CENTER OF CULLMAN COUNTY ROAD NO.
 EF1646'49, 59.5 FT (18.1 M) NORTHWEST OF A TRANSFORMER POWER POLE, 77.3 FT
 EF1646'(23.6 M) NORTH OF A 42 INCH SWEET GUM TREE, 2.6 FT (0.8 M) NORTH OF A
 EF1646'CARSONITE WITNESS POST, AND PROJECTS 8 INCHES.
 EF1646'STATION 22 - 4 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1646
 EF1646                          STATION RECOVERY (1990)
 EF1646
 EF1646'RECOVERED 1990
 EF1646'RECOVERED IN GOOD CONDITION.
 EF1646
 EF1646                          STATION RECOVERY (2005)
 EF1646
 EF1646'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1646'CARSONITE WITNESS POST IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7706 ***********************************************************************
 AA7706  DESIGNATION -  22 30
 AA7706  PID         -  AA7706
 AA7706  STATE/COUNTY-  AL/CULLMAN
 AA7706  USGS QUAD   -  TRIMBLE (1984)
 AA7706
 AA7706                         *CURRENT SURVEY CONTROL
 AA7706  ___________________________________________________________________
 AA7706* NAD 83(1992)-  34 06 01.35410(N)    086 57 56.57345(W)     ADJUSTED  
 AA7706* NAVD 88     -       184.6    (meters)     606.     (feet)  VERTCON   
 AA7706  ___________________________________________________________________
 AA7706  X           -     279,867.642 (meters)                     COMP
 AA7706  Y           -  -5,279,741.483 (meters)                     COMP
 AA7706  Z           -   3,555,759.466 (meters)                     COMP
 AA7706  LAPLACE CORR-          -4.06  (seconds)                    DEFLEC99
 AA7706  ELLIP HEIGHT-         156.63  (meters)          (07/29/02) GPS OBS
 AA7706  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AA7706
 AA7706  HORZ ORDER  -  FIRST
 AA7706  ELLP ORDER  -  FOURTH    CLASS I
 AA7706
 AA7706.The horizontal coordinates were established by GPS observations
 AA7706.and adjusted by the National Geodetic Survey in August 1995..
 AA7706
 AA7706.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7706
 AA7706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7706
 AA7706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7706
 AA7706.The ellipsoidal height was determined by GPS observations
 AA7706.and is referenced to NAD 83.
 AA7706
 AA7706.The geoid height was determined by GEOID03.
 AA7706
 AA7706;                    North         East     Units Scale Factor Converg.
 AA7706;SPC AL W     -   454,780.654   649,298.667   MT  0.99996328   +0 17 58.4
 AA7706;UTM  16      - 3,773,286.106   503,162.431   MT  0.99960012   +0 01 09.2
 AA7706
 AA7706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7706!SPC AL W     -   0.99997541  x   0.99996328  =   0.99993869
 AA7706!UTM  16      -   0.99997541  x   0.99960012  =   0.99957554
 AA7706
 AA7706:                Primary Azimuth Mark                     Grid Az
 AA7706:SPC AL W     -  22 29                                    293 45 25.1
 AA7706:UTM  16      -  22 29                                    294 02 14.3
 AA7706
 AA7706|---------------------------------------------------------------------|
 AA7706| PID    Reference Object                     Distance      Geod. Az  |
 AA7706|                                                           dddmmss.s |
 AA7706| AA7705 22 29                               457.349 METERS 2940323.5 |
 AA7706|---------------------------------------------------------------------|
 AA7706
 AA7706                          SUPERSEDED SURVEY CONTROL
 AA7706
 AA7706  ELLIP H (10/10/95)  156.67   (m)                       GP(       ) 4 2
 AA7706  NGVD 29 (08/31/95)  184.6    (m)          606.     (f) GPS OBS        
 AA7706
 AA7706.Superseded values are not recommended for survey control.
 AA7706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7706.See file dsdata.txt to determine how the superseded data were derived.
 AA7706
 AA7706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0316273286(NAD 83)
 AA7706_MARKER: DD = SURVEY DISK
 AA7706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7706_STAMPING: 22-30 1993
 AA7706_MARK LOGO: ALHD  
 AA7706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7706+STABILITY: SURFACE MOTION
 AA7706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7706+SATELLITE: SATELLITE OBSERVATIONS - April 28, 2005
 AA7706
 AA7706  HISTORY     - Date     Condition        Report By
 AA7706  HISTORY     - 1993     MONUMENTED       ALHD
 AA7706  HISTORY     - 20050428 GOOD             GEOCAC
 AA7706
 AA7706                          STATION DESCRIPTION
 AA7706
 AA7706'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7706'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7706'CULLMAN COUNTY ROAD NO. 22, ABOUT 5.55 MI (8.93 KM) WEST-SOUTHWEST OF
 AA7706'GOOD HOPE AND ABOUT 11.40 MI (18.35 KM) WEST-NORTHWEST OF HANCEVILLE.
 AA7706' 
 AA7706'TO REACH THE STATION FROM EXIT 304 ON I-65 (MILE POST 237.25 ON ALA
 AA7706'69) IN GOOD HOPE, DRIVE NORTHEAST ON ALA 69 FOR 1.45 MI (2.33 KM) TO
 AA7706'MILE POST 238.70 AND CULLMAN COUNTY ROAD NO. 22 ON THE LEFT, TURN LEFT
 AA7706'ON CULLMAN COUNTY ROAD NO. 22 AND DRIVE SOUTHWEST FOR 6.60 MI (10.62
 AA7706'KM) TO A PAVED CROSS ROAD (CULLMAN COUNTY ROAD NO. 13) IN TRIMBLE,
 AA7706'CONTINUE WEST AND NORTHWEST FOR 1.35 MI (2.17 KM) TO THE STATION ON
 AA7706'THE RIGHT.
 AA7706' 
 AA7706'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A FIVE STRAND BARBED
 AA7706'WIRE FENCE ON RUSTY STEEL POSTS, 34.4 FT (10.5 M) NORTH-NORTHEAST OF
 AA7706'THE CENTERLINE OF CULLMAN COUNTY ROAD NO. 22, 37.6 FT (11.5 M)
 AA7706'EAST-SOUTHEAST OF A CROSS TIE POST IN THE FENCE LINE, 42.8 FT (13.0 M)
 AA7706'WEST-NORTHWEST OF A BURIED CABLE WARNING SIGN, 56.0 FT (17.1 M)
 AA7706'NORTHWEST OF THE NORTH END OF A THIRTY-INCH CONCRETE PIPE UNDER
 AA7706'CULLMAN COUNTY ROAD NO. 22, 121.6 FT (37.1 M) EAST-SOUTHEAST OF POWER
 AA7706'POLE NO. 2271076 WITH TWO CROSS ARMS AND CIRCUIT BREAKERS, 124.4 FT
 AA7706'(37.9 M) WEST-NORTHWEST OF THE SOUTHEAST CORNER OF THE FENCE, 125.6 FT
 AA7706'(38.3 M) WEST-NORTHWEST OF A JUNCTION POWER POLE WITH A GUY POLE AND A
 AA7706'SECURITY LIGHT, 126.3 FT (38.5 M) WEST-NORTHWEST OF TELEPHONE CABLE
 AA7706'PEDESTAL NO. 100, 3.1 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS
 AA7706'POST, AND SET FLUSH WITH THE GROUND.
 AA7706' 
 AA7706'STATION 22-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7706
 AA7706                          STATION RECOVERY (2005)
 AA7706
 AA7706'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 AA7706'IN THE DESCRIPTION THE BARBED WIRE FENCE AND RUSTY POLES ARE NO LONG
 AA7706'THERE.
 AA7706' 
 AA7706' 
 AA7706'THE MARK STANDS ALONE NEAR THE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7707 ***********************************************************************
 AA7707  DESIGNATION -  22 31
 AA7707  PID         -  AA7707
 AA7707  STATE/COUNTY-  AL/CULLMAN
 AA7707  USGS QUAD   -  CRANE HILL (1982)
 AA7707
 AA7707                         *CURRENT SURVEY CONTROL
 AA7707  ___________________________________________________________________
 AA7707* NAD 83(1992)-  34 04 17.93082(N)    087 05 02.64597(W)     ADJUSTED  
 AA7707* NAVD 88     -       245.6    (meters)     806.     (feet)  VERTCON   
 AA7707  ___________________________________________________________________
 AA7707  X           -     269,054.350 (meters)                     COMP
 AA7707  Y           -  -5,282,142.708 (meters)                     COMP
 AA7707  Z           -   3,553,154.522 (meters)                     COMP
 AA7707  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 AA7707  ELLIP HEIGHT-         217.92  (meters)          (07/29/02) GPS OBS
 AA7707  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AA7707
 AA7707  HORZ ORDER  -  FIRST
 AA7707  ELLP ORDER  -  FOURTH    CLASS I
 AA7707
 AA7707.The horizontal coordinates were established by GPS observations
 AA7707.and adjusted by the National Geodetic Survey in August 1995..
 AA7707
 AA7707.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7707
 AA7707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7707
 AA7707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7707
 AA7707.The ellipsoidal height was determined by GPS observations
 AA7707.and is referenced to NAD 83.
 AA7707
 AA7707.The geoid height was determined by GEOID03.
 AA7707
 AA7707;                    North         East     Units Scale Factor Converg.
 AA7707;SPC AL W     -   451,543.364   638,391.035   MT  0.99995150   +0 13 58.9
 AA7707;UTM  16      - 3,770,103.339   492,242.996   MT  0.99960074   -0 02 49.6
 AA7707
 AA7707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7707!SPC AL W     -   0.99996579  x   0.99995150  =   0.99991729
 AA7707!UTM  16      -   0.99996579  x   0.99960074  =   0.99956655
 AA7707
 AA7707:                Primary Azimuth Mark                     Grid Az
 AA7707:SPC AL W     -  22 32                                    009 12 43.0
 AA7707:UTM  16      -  22 32                                    009 29 31.5
 AA7707
 AA7707|---------------------------------------------------------------------|
 AA7707| PID    Reference Object                     Distance      Geod. Az  |
 AA7707|                                                           dddmmss.s |
 AA7707| AA7708 22 32                               429.774 METERS 0092641.9 |
 AA7707|---------------------------------------------------------------------|
 AA7707
 AA7707                          SUPERSEDED SURVEY CONTROL
 AA7707
 AA7707  ELLIP H (10/10/95)  217.96   (m)                       GP(       ) 4 2
 AA7707  NGVD 29 (08/31/95)  245.6    (m)          806.     (f) GPS OBS        
 AA7707
 AA7707.Superseded values are not recommended for survey control.
 AA7707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7707.See file dsdata.txt to determine how the superseded data were derived.
 AA7707
 AA7707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9224370103(NAD 83)
 AA7707_MARKER: DD = SURVEY DISK
 AA7707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7707_STAMPING: 22-31 1993
 AA7707_MARK LOGO: ALHD  
 AA7707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7707+STABILITY: SURFACE MOTION
 AA7707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7707+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7707
 AA7707  HISTORY     - Date     Condition        Report By
 AA7707  HISTORY     - 1993     MONUMENTED       ALHD
 AA7707
 AA7707                          STATION DESCRIPTION
 AA7707
 AA7707'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7707'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA7707'OF CULLMAN COUNTY ROAD NO. 22, ABOUT 9.80 MI (15.77 KM)
 AA7707'SOUTH-SOUTHWEST OF JONES CHAPEL AND ABOUT 13.95 MI (22.45 KM)
 AA7707'NORTHWEST OF COLONY.
 AA7707' 
 AA7707'TO REACH THE STATION FROM EXIT 308 ON I-65 (MILE POST 57.85 ON U.S.
 AA7707'278) IN CULLMAN, DRIVE WEST ON U.S. 278 FOR 11.50 MI (18.51 KM) TO
 AA7707'MILE POST 46.35 AND A PAVED COUNTY ROAD LEFT AND RIGHT AT A CAUTION
 AA7707'LIGHT IN JONES CHAPEL, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7707'SOUTH FOR 8.45 MI (13.60 KM) TO A PAVED COUNTY ROAD LEFT AND RIGHT
 AA7707'(CULLMAN COUNTY ROAD NO. 22) AT CRANE HILL POST OFFICE, TURN RIGHT ON
 AA7707'THE PAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR 2.55 MI (4.10 KM) TO THE
 AA7707'STATION ON THE LEFT.
 AA7707' 
 AA7707'THE STATION IS 33.8 FT (10.3 M) SOUTHEAST OF THE CENTER OF THE PAVED
 AA7707'COUNTY ROAD, 33.9 FT (10.3 M) EAST-NORTHEAST OF A GRAPHIC CURVE SIGN,
 AA7707'46.5 FT (14.2 M) SOUTH OF A GRAPHIC CURVE SIGN, 60.6 FT (18.5 M)
 AA7707'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A BROWN SHOP BUILDING, 83.4
 AA7707'FT (25.4 M) WEST OF THE SOUTHEAST CORNER OF A BROWN SHOP BUILDING,
 AA7707'83.9 FT (25.6 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A BROWN
 AA7707'SHOP BUILDING, 123.3 FT (37.6 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE
 AA7707'PEDESTAL NO. CH 146, 123.3 FT (37.6 M) SOUTH-SOUTHWEST OF A TALL
 AA7707'BURIED CABLE WARNING SIGN, 2.1 FT (0.6 M) NORTHWEST OF A CARSONITE
 AA7707'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7707' 
 AA7707'STATION 22-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7708 ***********************************************************************
 AA7708  DESIGNATION -  22 32
 AA7708  PID         -  AA7708
 AA7708  STATE/COUNTY-  AL/CULLMAN
 AA7708  USGS QUAD   -  CRANE HILL (1982)
 AA7708
 AA7708                         *CURRENT SURVEY CONTROL
 AA7708  ___________________________________________________________________
 AA7708* NAD 83(1992)-  34 04 31.68992(N)    087 04 59.89532(W)     ADJUSTED  
 AA7708* NAVD 88     -       247.8    (meters)     813.     (feet)  VERTCON   
 AA7708  ___________________________________________________________________
 AA7708  X           -     269,112.794 (meters)                     COMP
 AA7708  Y           -  -5,281,903.670 (meters)                     COMP
 AA7708  Z           -   3,553,506.897 (meters)                     COMP
 AA7708  LAPLACE CORR-          -3.83  (seconds)                    DEFLEC99
 AA7708  ELLIP HEIGHT-         220.06  (meters)          (07/29/02) GPS OBS
 AA7708  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AA7708
 AA7708  HORZ ORDER  -  FIRST
 AA7708  ELLP ORDER  -  FOURTH    CLASS I
 AA7708
 AA7708.The horizontal coordinates were established by GPS observations
 AA7708.and adjusted by the National Geodetic Survey in August 1995..
 AA7708
 AA7708.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7708
 AA7708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7708
 AA7708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7708
 AA7708.The ellipsoidal height was determined by GPS observations
 AA7708.and is referenced to NAD 83.
 AA7708
 AA7708.The geoid height was determined by GEOID03.
 AA7708
 AA7708;                    North         East     Units Scale Factor Converg.
 AA7708;SPC AL W     -   451,967.575   638,459.832   MT  0.99995156   +0 14 00.5
 AA7708;UTM  16      - 3,770,527.059   492,313.842   MT  0.99960073   -0 02 48.0
 AA7708
 AA7708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7708!SPC AL W     -   0.99996546  x   0.99995156  =   0.99991702
 AA7708!UTM  16      -   0.99996546  x   0.99960073  =   0.99956620
 AA7708
 AA7708:                Primary Azimuth Mark                     Grid Az
 AA7708:SPC AL W     -  22 31                                    189 12 42.9
 AA7708:UTM  16      -  22 31                                    189 29 31.4
 AA7708
 AA7708|---------------------------------------------------------------------|
 AA7708| PID    Reference Object                     Distance      Geod. Az  |
 AA7708|                                                           dddmmss.s |
 AA7708| AA7707 22 31                               429.774 METERS 1892643.4 |
 AA7708|---------------------------------------------------------------------|
 AA7708
 AA7708                          SUPERSEDED SURVEY CONTROL
 AA7708
 AA7708  ELLIP H (10/10/95)  220.11   (m)                       GP(       ) 4 2
 AA7708  NGVD 29 (08/31/95)  247.8    (m)          813.     (f) GPS OBS        
 AA7708
 AA7708.Superseded values are not recommended for survey control.
 AA7708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7708.See file dsdata.txt to determine how the superseded data were derived.
 AA7708
 AA7708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9231470527(NAD 83)
 AA7708_MARKER: DD = SURVEY DISK
 AA7708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7708_STAMPING: 22-32 1993
 AA7708_MARK LOGO: ALHD  
 AA7708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7708+STABILITY: SURFACE MOTION
 AA7708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7708+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7708
 AA7708  HISTORY     - Date     Condition        Report By
 AA7708  HISTORY     - 1993     MONUMENTED       ALHD
 AA7708
 AA7708                          STATION DESCRIPTION
 AA7708
 AA7708'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7708'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE WEST RIGHT OF WAY OF
 AA7708'CULLMAN COUNTY ROAD NO. 22, ABOUT 9.50 MI (15.29 KM) SOUTH-SOUTHWEST
 AA7708'OF JONES CHAPEL AND ABOUT 14.15 MI (22.77 KM) NORTHWEST OF COLONY.
 AA7708' 
 AA7708'TO REACH THE STATION FROM EXIT 308 ON I-65 (MILE POST 57.85 ON U.S.
 AA7708'278) IN CULLMAN, DRIVE WEST ON U.S. 278 FOR 11.50 MI (18.51 KM) TO
 AA7708'MILE POST 46.35 AND A PAVED COUNTY ROAD LEFT AND RIGHT AT A CAUTION
 AA7708'LIGHT IN JONES CHAPEL, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7708'SOUTH FOR 8.45 MI (13.60 KM) TO A PAVED COUNTY ROAD LEFT AND RIGHT
 AA7708'(CULLMAN COUNTY ROAD NO. 22) AT CRANE HILL POST OFFICE, TURN RIGHT ON
 AA7708'THE PAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR 2.30 MI (3.70 KM) TO THE
 AA7708'STATION ON THE RIGHT.
 AA7708' 
 AA7708'THE STATION IS 3.0 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE
 AA7708'ON WHITE TOP, GREEN STEEL POSTS, 6.3 FT (1.9 M) SOUTH-SOUTHEAST OF A
 AA7708'TREATED WOOD POST IN THE FENCE LINE, 22.0 FT (6.7 M) WEST OF THE
 AA7708'CENTER OF THE PAVED COUNTY ROAD, 52.9 FT (16.1 M) WEST-SOUTHWEST OF AN
 AA7708'EIGHT-INCH WOOD POST IN THE FENCE LINE ACROSS THE ROAD, 95.4 FT (29.1
 AA7708'M) NORTH-NORTHWEST OF A BURIED CABLE WARNING SIGN ACROSS THE ROAD,
 AA7708'96.8 FT (29.5 M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. CH
 AA7708'140 E ACROSS THE ROAD, 101.3 FT (30.9 M) NORTH-NORTHWEST OF A SIX-INCH
 AA7708'WOOD POST IN THE FENCE LINE ACROSS THE ROAD, 105.8 FT (32.2 M)
 AA7708'NORTH-NORTHWEST OF POWER POLE NO. 2248819 WITH SMALL TRANSFORMERS AND
 AA7708'CIRCUIT BREAKERS ACROSS THE ROAD, 3.2 FT (1.0 M) EAST OF A CARSONITE
 AA7708'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7708' 
 AA7708'STATION 22-31 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7709 ***********************************************************************
 AA7709  DESIGNATION -  22 33
 AA7709  PID         -  AA7709
 AA7709  STATE/COUNTY-  AL/CULLMAN
 AA7709  USGS QUAD   -  ARKADELPHIA (1978)
 AA7709
 AA7709                         *CURRENT SURVEY CONTROL
 AA7709  ___________________________________________________________________
 AA7709* NAD 83(1992)-  33 58 07.81538(N)    086 59 30.04605(W)     ADJUSTED  
 AA7709* NAVD 88     -       150.1    (meters)     492.     (feet)  VERTCON   
 AA7709  ___________________________________________________________________
 AA7709  X           -     277,902.082 (meters)                     COMP
 AA7709  Y           -  -5,287,994.326 (meters)                     COMP
 AA7709  Z           -   3,543,648.555 (meters)                     COMP
 AA7709  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 AA7709  ELLIP HEIGHT-         122.00  (meters)          (07/29/02) GPS OBS
 AA7709  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AA7709
 AA7709  HORZ ORDER  -  FIRST
 AA7709  ELLP ORDER  -  FOURTH    CLASS I
 AA7709
 AA7709.The horizontal coordinates were established by GPS observations
 AA7709.and adjusted by the National Geodetic Survey in August 1995..
 AA7709
 AA7709.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7709
 AA7709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7709
 AA7709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7709
 AA7709.The ellipsoidal height was determined by GPS observations
 AA7709.and is referenced to NAD 83.
 AA7709
 AA7709.The geoid height was determined by GEOID03.
 AA7709
 AA7709;                    North         East     Units Scale Factor Converg.
 AA7709;SPC AL W     -   440,178.539   646,975.328   MT  0.99996053   +0 17 02.5
 AA7709;UTM  16      - 3,758,700.793   500,768.664   MT  0.99960001   +0 00 16.7
 AA7709
 AA7709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7709!SPC AL W     -   0.99998085  x   0.99996053  =   0.99994138
 AA7709!UTM  16      -   0.99998085  x   0.99960001  =   0.99958087
 AA7709
 AA7709                          SUPERSEDED SURVEY CONTROL
 AA7709
 AA7709  ELLIP H (10/10/95)  122.05   (m)                       GP(       ) 4 2
 AA7709  NGVD 29 (08/31/95)  150.1    (m)          492.     (f) GPS OBS        
 AA7709
 AA7709.Superseded values are not recommended for survey control.
 AA7709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7709.See file dsdata.txt to determine how the superseded data were derived.
 AA7709
 AA7709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0076958701(NAD 83)
 AA7709_MARKER: DD = SURVEY DISK
 AA7709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7709_STAMPING: 22-33 1993
 AA7709_MARK LOGO: ALHD  
 AA7709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7709+STABILITY: SURFACE MOTION
 AA7709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7709+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7709
 AA7709  HISTORY     - Date     Condition        Report By
 AA7709  HISTORY     - 1993     MONUMENTED       ALHD
 AA7709  HISTORY     - 20060421 MARK NOT FOUND   GEOCAC
 AA7709
 AA7709                          STATION DESCRIPTION
 AA7709
 AA7709'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7709'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA7709'OF ALA 69, ABOUT 4.65 MI (7.48 KM) NORTH-NORTHWEST OF ARKADELPHIA AND
 AA7709'ABOUT 6.00 MI (9.66 KM) WEST-NORTHWEST OF COLONY.
 AA7709' 
 AA7709'TO REACH THE STATION FROM EXIT 299 ON I-65 (MILE POST 233.20 ON ALA
 AA7709'69) DRIVE SOUTHWEST ON ALA 69 FOR 9.80 MI (15.77 KM) TO MILE POST
 AA7709'223.40 AND THE STATION ON THE LEFT.
 AA7709' 
 AA7709'THE STATION IS LOCATED AT THE NORTHEAST SIDE OF A GRAVEL TURN OUT FOR
 AA7709'A WOODS ROAD, 47.3 FT (14.4 M) SOUTHEAST OF THE CENTERLINE OF ALA 69,
 AA7709'88.5 FT (27.0 M) SOUTH-SOUTHWEST OF A SCHOOL BUS STOP AHEAD, 136.0 FT
 AA7709'(41.5 M) SOUTHWEST OF A POWER POLE, 240.5 FT (73.3 M) SOUTHWEST OF THE
 AA7709'SOUTHEAST END OF FORTYEIGHT-INCH CONCRETE PIPE UNDER ALA 69, 6.8 FT
 AA7709'(2.1 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7709'GROUND.
 AA7709' 
 AA7709'STATION 22-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7709
 AA7709                          STATION RECOVERY (2006)
 AA7709
 AA7709'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA7709'GRAVEL DRIVE TURNOUT HAS WIDENED DUE TO TREES BEING CLEARED ON
 AA7709'ADJACENT LAND. NO WITNESS
 AA7709'POST COULD BE LOCATED AND NO MARK COULD BE FOUND. EARTH AND GRAVEL FOR
 AA7709'THE AREA MAY HAVE
 AA7709'COVERED THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7710 ***********************************************************************
 AA7710  DESIGNATION -  22 34
 AA7710  PID         -  AA7710
 AA7710  STATE/COUNTY-  AL/CULLMAN
 AA7710  USGS QUAD   -  ARKADELPHIA (1978)
 AA7710
 AA7710                         *CURRENT SURVEY CONTROL
 AA7710  ___________________________________________________________________
 AA7710* NAD 83(1992)-  33 58 23.24743(N)    086 59 10.73731(W)     ADJUSTED  
 AA7710* NAVD 88     -       149.1    (meters)     489.     (feet)  VERTCON   
 AA7710  ___________________________________________________________________
 AA7710  X           -     278,383.085 (meters)                     COMP
 AA7710  Y           -  -5,287,702.133 (meters)                     COMP
 AA7710  Z           -   3,544,042.334 (meters)                     COMP
 AA7710  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 AA7710  ELLIP HEIGHT-         121.00  (meters)          (07/29/02) GPS OBS
 AA7710  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA7710
 AA7710  HORZ ORDER  -  FIRST
 AA7710  ELLP ORDER  -  FOURTH    CLASS I
 AA7710
 AA7710.The horizontal coordinates were established by GPS observations
 AA7710.and adjusted by the National Geodetic Survey in August 1995..
 AA7710
 AA7710.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7710
 AA7710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7710
 AA7710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7710
 AA7710.The ellipsoidal height was determined by GPS observations
 AA7710.and is referenced to NAD 83.
 AA7710
 AA7710.The geoid height was determined by GEOID03.
 AA7710
 AA7710;                    North         East     Units Scale Factor Converg.
 AA7710;SPC AL W     -   440,656.471   647,468.610   MT  0.99996110   +0 17 13.4
 AA7710;UTM  16      - 3,759,176.143   501,264.093   MT  0.99960002   +0 00 27.5
 AA7710
 AA7710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7710!SPC AL W     -   0.99998101  x   0.99996110  =   0.99994211
 AA7710!UTM  16      -   0.99998101  x   0.99960002  =   0.99958103
 AA7710
 AA7710                          SUPERSEDED SURVEY CONTROL
 AA7710
 AA7710  ELLIP H (10/10/95)  121.05   (m)                       GP(       ) 4 2
 AA7710  NGVD 29 (08/31/95)  149.1    (m)          489.     (f) GPS OBS        
 AA7710
 AA7710.Superseded values are not recommended for survey control.
 AA7710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7710.See file dsdata.txt to determine how the superseded data were derived.
 AA7710
 AA7710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0126459176(NAD 83)
 AA7710_MARKER: DD = SURVEY DISK
 AA7710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7710_STAMPING: 22-34 1993
 AA7710_MARK LOGO: ALHD  
 AA7710_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7710+STABILITY: SURFACE MOTION
 AA7710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7710+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AA7710
 AA7710  HISTORY     - Date     Condition        Report By
 AA7710  HISTORY     - 1993     MONUMENTED       ALHD
 AA7710  HISTORY     - 20060421 MARK NOT FOUND   GEOCAC
 AA7710  HISTORY     - 20060421 GOOD             GEOCAC
 AA7710
 AA7710                          STATION DESCRIPTION
 AA7710
 AA7710'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7710'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA7710'OF ALA 69, ABOUT 4.90 MI (7.89 KM) NORTH-NORTHWEST OF ARKADELPHIA AND
 AA7710'ABOUT 5.75 MI (9.25 KM) WEST-NORTHWEST OF COLONY.
 AA7710' 
 AA7710'TO REACH THE STATION FROM EXIT 299 ON I-65 (MILE POST 233.20 ON ALA
 AA7710'69) DRIVE SOUTHWEST ON ALA 69 FOR 9.35 MI (15.05 KM) TO MILE POST
 AA7710'223.85 AND THE STATION ON THE LEFT.
 AA7710' 
 AA7710'THE STATION IS 7.9 FT (2.4 M) NORTHWEST OF A HOG WIRE FENCE ON OLD
 AA7710'WOOD POSTS, 9.7 FT (3.0 M) WEST OF A TALL CROSS TIE POST IN THE FENCE
 AA7710'LINE, 38.4 FT (11.7 M) WEST-SOUTHWEST OF A CROSS TIE POST WITH BLUE
 AA7710'PAINT BESIDE TWO PLASTIC WATER METER BOXES, 44.0 FT (13.4 M) SOUTHEAST
 AA7710'OF THE CENTERLINE OF ALA 69, 55.3 FT (16.9 M) SOUTHWEST OF THE
 AA7710'SOUTHWEST CROSS TIE POST OF A DOUBLE RED PIPE GATE, 64.0 FT (19.5 M)
 AA7710'SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 93.6 FT (28.5 M)
 AA7710'NORTHEAST OF A JUNCTION POWER POLE, 7.5 FT (2.3 M) NORTHWEST OF A
 AA7710'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7710' 
 AA7710'STATION 22-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7710
 AA7710                          STATION RECOVERY (2006)
 AA7710
 AA7710'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA7710'LOCATION REQUIRED DEBRIS REMOVAL TO LOCATE MARK.
 AA7710
 AA7710                          STATION RECOVERY (2006)
 AA7710
 AA7710'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA7710'LOCATION REQUIRED DEBRIS REMOVAL TO LOCATE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7711 ***********************************************************************
 AA7711  DESIGNATION -  22 35
 AA7711  PID         -  AA7711
 AA7711  STATE/COUNTY-  AL/CULLMAN
 AA7711  USGS QUAD   -  CRANE HILL (1982)
 AA7711
 AA7711                         *CURRENT SURVEY CONTROL
 AA7711  ___________________________________________________________________
 AA7711* NAD 83(1992)-  34 00 25.40108(N)    087 05 06.66161(W)     ADJUSTED  
 AA7711* NAVD 88     -       190.8    (meters)     626.     (feet)  VERTCON   
 AA7711  ___________________________________________________________________
 AA7711  X           -     269,153.144 (meters)                     COMP
 AA7711  Y           -  -5,286,107.904 (meters)                     COMP
 AA7711  Z           -   3,547,186.517 (meters)                     COMP
 AA7711  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 AA7711  ELLIP HEIGHT-         162.94  (meters)          (07/29/02) GPS OBS
 AA7711  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AA7711
 AA7711  HORZ ORDER  -  FIRST
 AA7711  ELLP ORDER  -  FOURTH    CLASS I
 AA7711
 AA7711.The horizontal coordinates were established by GPS observations
 AA7711.and adjusted by the National Geodetic Survey in August 1995..
 AA7711
 AA7711.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7711
 AA7711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7711
 AA7711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7711
 AA7711.The ellipsoidal height was determined by GPS observations
 AA7711.and is referenced to NAD 83.
 AA7711
 AA7711.The geoid height was determined by GEOID03.
 AA7711
 AA7711;                    North         East     Units Scale Factor Converg.
 AA7711;SPC AL W     -   444,378.653   638,317.111   MT  0.99995143   +0 13 55.2
 AA7711;UTM  16      - 3,762,941.588   492,134.112   MT  0.99960076   -0 02 51.5
 AA7711
 AA7711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7711!SPC AL W     -   0.99997442  x   0.99995143  =   0.99992585
 AA7711!UTM  16      -   0.99997442  x   0.99960076  =   0.99957519
 AA7711
 AA7711                          SUPERSEDED SURVEY CONTROL
 AA7711
 AA7711  ELLIP H (10/10/95)  162.99   (m)                       GP(       ) 4 2
 AA7711  NGVD 29 (08/31/95)  190.8    (m)          626.     (f) GPS OBS        
 AA7711
 AA7711.Superseded values are not recommended for survey control.
 AA7711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7711.See file dsdata.txt to determine how the superseded data were derived.
 AA7711
 AA7711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9213462942(NAD 83)
 AA7711_MARKER: DD = SURVEY DISK
 AA7711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7711_STAMPING: 22-35 1993
 AA7711_MARK LOGO: ALHD  
 AA7711_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7711+STABILITY: SURFACE MOTION
 AA7711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7711+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7711
 AA7711  HISTORY     - Date     Condition        Report By
 AA7711  HISTORY     - 1993     MONUMENTED       ALHD
 AA7711
 AA7711                          STATION DESCRIPTION
 AA7711
 AA7711'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7711'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA7711'OF CULLMAN COUNTY ROAD NO. 202, ABOUT 9.95 MI (16.01 KM) NORTHWEST OF
 AA7711'ARKADELPHIA AND ABOUT 11.95 MI (19.23 KM) WEST-NORTHWEST OF COLONY.
 AA7711' 
 AA7711'TO REACH THE STATION FROM EXIT 308 ON I-65 (MILE POST 57.85 ON U.S.
 AA7711'278) IN CULLMAN, DRIVE WEST ON U.S. 278 FOR 11.50 MI (18.51 KM) TO
 AA7711'MILE POST 46.35 AND A PAVED COUNTY ROAD LEFT AND RIGHT AT A CAUTION
 AA7711'LIGHT IN JONES CHAPEL, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7711'SOUTH FOR 8.45 MI (13.60 KM) TO A PAVED COUNTY ROAD LEFT AND RIGHT
 AA7711'(CULLMAN COUNTY ROAD NO. 22) AT CRANE HILL POST OFFICE, TURN RIGHT ON
 AA7711'THE PAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR 3.15 MI (5.07 KM) TO A
 AA7711'PAVED COUNTY ROAD ON THE RIGHT AND A SHARP CURVE TO THE LEFT AT CLOSED
 AA7711'PERDUE GROCERY, BEAR LEFT AROUND THE SHARP CURVE AND DRIVE SOUTHEAST
 AA7711'FOR 2.30 MI (3.70 KM) TO A PAVED COUNTY ROAD ON THE RIGHT AT A SHELL
 AA7711'SERVICE STATION, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH
 AA7711'AND SOUTHWEST FOR 2.05 MI (3.30 KM) TO PAVED CO RD 202 ON THE LEFT,
 AA7711'TURN LEFT ON CO RD 202 AND DRIVE SOUTHEAST FOR 0.70 MI (1.13 KM) TO
 AA7711'COUNTY GRAVEL ROAD CO RD 203 ON THE RIGHT AND THE STATION ON THE
 AA7711'LEFT.
 AA7711' 
 AA7711'THE STATION IS LOCATED ACROSS CO RD 202 FROM GRAVEL ROAD CO RD 203,
 AA7711'2.2 FT (0.7 M) SOUTHWEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED
 AA7711'WIRE ON OLD WOOD POSTS, 6.4 FT (2.0 M) SOUTH-SOUTHEAST OF THE
 AA7711'SOUTHEAST CROSS TIE POST OF A RUSTY METAL GATE, 19.0 FT (5.8 M)
 AA7711'NORTHEAST OF THE CENTER OF CO RD 202, 19.9 FT (6.1 M) SOUTH-SOUTHEAST
 AA7711'OF THE NORTHWEST POST OF A RUSTY METAL GATE, 76.6 FT (23.3 M) NORTH OF
 AA7711'A CO RD 202 AND A CO RD 203 SIGN POST ACROSS CO RD 202, 92.0 FT (28.0
 AA7711'M) NORTH OF A STOP SIGN ACROSS CO RD 202, 108.6 FT (33.1 M)
 AA7711'NORTH-NORTHEAST OF A DEAD END SIGN ACROSS BOTH ROADS, 2.2 FT (0.7 M)
 AA7711'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7711' 
 AA7711'STATION 22-36 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7712 ***********************************************************************
 AA7712  DESIGNATION -  22 36
 AA7712  PID         -  AA7712
 AA7712  STATE/COUNTY-  AL/CULLMAN
 AA7712  USGS QUAD   -  CRANE HILL (1982)
 AA7712
 AA7712                         *CURRENT SURVEY CONTROL
 AA7712  ___________________________________________________________________
 AA7712* NAD 83(1992)-  34 00 42.62565(N)    087 05 19.35574(W)     ADJUSTED  
 AA7712* NAVD 88     -       209.0    (meters)     686.     (feet)  VERTCON   
 AA7712  ___________________________________________________________________
 AA7712  X           -     268,813.512 (meters)                     COMP
 AA7712  Y           -  -5,285,843.086 (meters)                     COMP
 AA7712  Z           -   3,547,636.669 (meters)                     COMP
 AA7712  LAPLACE CORR-          -3.47  (seconds)                    DEFLEC99
 AA7712  ELLIP HEIGHT-         181.18  (meters)          (07/29/02) GPS OBS
 AA7712  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AA7712
 AA7712  HORZ ORDER  -  FIRST
 AA7712  ELLP ORDER  -  FOURTH    CLASS I
 AA7712
 AA7712.The horizontal coordinates were established by GPS observations
 AA7712.and adjusted by the National Geodetic Survey in August 1995..
 AA7712
 AA7712.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7712
 AA7712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7712
 AA7712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7712
 AA7712.The ellipsoidal height was determined by GPS observations
 AA7712.and is referenced to NAD 83.
 AA7712
 AA7712.The geoid height was determined by GEOID03.
 AA7712
 AA7712;                    North         East     Units Scale Factor Converg.
 AA7712;SPC AL W     -   444,908.030   637,989.263   MT  0.99995112   +0 13 48.2
 AA7712;UTM  16      - 3,763,472.372   491,808.966   MT  0.99960083   -0 02 58.6
 AA7712
 AA7712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7712!SPC AL W     -   0.99997156  x   0.99995112  =   0.99992268
 AA7712!UTM  16      -   0.99997156  x   0.99960083  =   0.99957240
 AA7712
 AA7712                          SUPERSEDED SURVEY CONTROL
 AA7712
 AA7712  ELLIP H (10/10/95)  181.23   (m)                       GP(       ) 4 2
 AA7712  NGVD 29 (08/31/95)  209.0    (m)          686.     (f) GPS OBS        
 AA7712
 AA7712.Superseded values are not recommended for survey control.
 AA7712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7712.See file dsdata.txt to determine how the superseded data were derived.
 AA7712
 AA7712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9180963472(NAD 83)
 AA7712_MARKER: DD = SURVEY DISK
 AA7712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7712_STAMPING: 22-36 1993
 AA7712_MARK LOGO: ALHD  
 AA7712_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7712+STABILITY: SURFACE MOTION
 AA7712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7712+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7712
 AA7712  HISTORY     - Date     Condition        Report By
 AA7712  HISTORY     - 1993     MONUMENTED       ALHD
 AA7712
 AA7712                          STATION DESCRIPTION
 AA7712
 AA7712'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7712'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA7712'OF CULLMAN COUNTY ROAD NO. 202, ABOUT 10.30 MI (16.58 KM) NORTHWEST OF
 AA7712'ARKADELPHIA AND ABOUT 12.25 MI (19.71 KM) WEST-NORTHWEST OF COLONY.
 AA7712' 
 AA7712'TO REACH THE STATION FROM EXIT 308 ON I-65 (MILE POST 57.85 ON U.S.
 AA7712'278) IN CULLMAN, DRIVE WEST ON U.S. 278 FOR 11.50 MI (18.51 KM) TO
 AA7712'MILE POST 46.35 AND A PAVED COUNTY ROAD LEFT AND RIGHT AT A CAUTION
 AA7712'LIGHT IN JONES CHAPEL, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7712'SOUTH FOR 8.45 MI (13.60 KM) TO A PAVED COUNTY ROAD LEFT AND RIGHT
 AA7712'(CULLMAN COUNTY ROAD NO. 22) AT CRANE HILL POST OFFICE, TURN RIGHT ON
 AA7712'THE PAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR 3.15 MI (5.07 KM) TO A
 AA7712'PAVED COUNTY ROAD ON THE RIGHT AND A SHARP CURVE TO THE LEFT AT CLOSED
 AA7712'PERDUE GROCERY, BEAR LEFT AROUND THE SHARP CURVE AND DRIVE SOUTHEAST
 AA7712'FOR 2.30 MI (3.70 KM) TO A PAVED COUNTY ROAD ON THE RIGHT AT A SHELL
 AA7712'SERVICE STATION, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH
 AA7712'AND SOUTHWEST FOR 2.05 MI (3.30 KM) TO PAVED CO RD 202 ON THE LEFT,
 AA7712'TURN LEFT ON CO RD 202 AND DRIVE SOUTHEAST FOR 0.30 MI (0.48 KM) TO
 AA7712'THE STATION ON THE RIGHT.
 AA7712' 
 AA7712'THE STATION IS 1.9 FT (0.6 M) NORTHEAST OF A HOG WIRE FENCE WITH TWO
 AA7712'STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 21.0 FT (6.4 M) SOUTHWEST OF
 AA7712'THE CENTER OF CO RD 202, 43.5 FT (13.3 M) SOUTH-SOUTHWEST OF A BRACED
 AA7712'CROSS TIE POST IN THE FENCE LINE ACROSS THE ROAD, 75.9 FT (23.1 M)
 AA7712'WEST OF THE NORTHWEST CROSS TIE POST OF A RUSTY METAL GATE ACROSS THE
 AA7712'ROAD, 86.8 FT (26.5 M) WEST OF THE SOUTHEAST POST OF A RUSTY METAL
 AA7712'GATE ACROSS THE ROAD, 89.5 FT (27.3 M) NORTHWEST OF THE NORTHWEST
 AA7712'CROSS TIE POST OF A RUSTY METAL GATE, 2.1 FT (0.6 M) NORTHEAST OF A
 AA7712'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7712' 
 AA7712'STATION 22-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7713 ***********************************************************************
 AA7713  DESIGNATION -  22 37
 AA7713  PID         -  AA7713
 AA7713  STATE/COUNTY-  AL/CULLMAN
 AA7713  USGS QUAD   -  ARKADELPHIA (1978)
 AA7713
 AA7713                         *CURRENT SURVEY CONTROL
 AA7713  ___________________________________________________________________
 AA7713* NAD 83(1992)-  33 54 50.45086(N)    086 56 52.12797(W)     ADJUSTED  
 AA7713* NAVD 88     -       114.5    (meters)     376.     (feet)  VERTCON   
 AA7713  ___________________________________________________________________
 AA7713  X           -     282,129.742 (meters)                     COMP
 AA7713  Y           -  -5,291,140.958 (meters)                     COMP
 AA7713  Z           -   3,538,583.566 (meters)                     COMP
 AA7713  LAPLACE CORR-          -3.91  (seconds)                    DEFLEC99
 AA7713  ELLIP HEIGHT-          86.22  (meters)          (07/29/02) GPS OBS
 AA7713  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AA7713
 AA7713  HORZ ORDER  -  FIRST
 AA7713  ELLP ORDER  -  FOURTH    CLASS I
 AA7713
 AA7713.The horizontal coordinates were established by GPS observations
 AA7713.and adjusted by the National Geodetic Survey in August 1995..
 AA7713
 AA7713.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7713.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7713
 AA7713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7713
 AA7713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7713
 AA7713.The ellipsoidal height was determined by GPS observations
 AA7713.and is referenced to NAD 83.
 AA7713
 AA7713.The geoid height was determined by GEOID03.
 AA7713
 AA7713;                    North         East     Units Scale Factor Converg.
 AA7713;SPC AL W     -   434,118.707   651,061.888   MT  0.99996546   +0 18 29.2
 AA7713;UTM  16      - 3,752,623.327   504,824.177   MT  0.99960029   +0 01 44.8
 AA7713
 AA7713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7713!SPC AL W     -   0.99998646  x   0.99996546  =   0.99995193
 AA7713!UTM  16      -   0.99998646  x   0.99960029  =   0.99958676
 AA7713
 AA7713                          SUPERSEDED SURVEY CONTROL
 AA7713
 AA7713  ELLIP H (10/10/95)   86.27   (m)                       GP(       ) 4 2
 AA7713  NGVD 29 (08/31/95)  114.5    (m)          376.     (f) GPS OBS        
 AA7713
 AA7713.Superseded values are not recommended for survey control.
 AA7713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7713.See file dsdata.txt to determine how the superseded data were derived.
 AA7713
 AA7713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0482452623(NAD 83)
 AA7713_MARKER: DD = SURVEY DISK
 AA7713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7713_STAMPING: 22-37 1993
 AA7713_MARK LOGO: ALHD  
 AA7713_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7713+STABILITY: SURFACE MOTION
 AA7713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7713+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7713
 AA7713  HISTORY     - Date     Condition        Report By
 AA7713  HISTORY     - 1993     MONUMENTED       ALHD
 AA7713
 AA7713                          STATION DESCRIPTION
 AA7713
 AA7713'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7713'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7713'ALA 91, ABOUT 0.95 MI (1.53 KM) NORTHEAST OF ARKADELPHIA AND ABOUT
 AA7713'4.15 MI (6.68 KM) SOUTHWEST OF COLONY.
 AA7713' 
 AA7713'TO REACH THE STATION FROM EXIT 292 ON I-65 (MILE POST 14.55 ON ALA 91)
 AA7713', DRIVE SOUTHWEST ON ALA 91 FOR 5.20 MI (8.37 KM) TO MILE POST 9.35
 AA7713'AND THE STATION ON THE LEFT.
 AA7713' 
 AA7713'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FIVE STRAND BARBED
 AA7713'WIRE FENCE ON RUSTY STEEL POSTS, 6.8 FT (2.1 M) WEST OF A TWELVE-INCH
 AA7713'WOOD POST AT THE EAST END OF THE FENCE, 15.0 FT (4.6 M) WEST-SOUTHWEST
 AA7713'OF THE CENTER OF A GRAVEL DRIVEWAY, 19.7 FT (6.0 M) SOUTH-SOUTHEAST OF
 AA7713'THE WEST END OF A FIFTEEN-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY,
 AA7713'28.4 FT (8.7 M) WEST-SOUTHWEST OF THE CENTER OF A PLASTIC WATER METER
 AA7713'BOX, 46.6 FT (14.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ALA 91,
 AA7713'53.9 FT (16.4 M) EAST OF TELEPHONE CABLE PEDESTAL NO. A 64 L 15, 54.0
 AA7713'FT (16.5 M) EAST OF A BURIED CABLE WARNING SIGN, 3.1 FT (0.9 M)
 AA7713'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7713' 
 AA7713'STATION 22-38 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7714 ***********************************************************************
 AA7714  DESIGNATION -  22 38
 AA7714  PID         -  AA7714
 AA7714  STATE/COUNTY-  AL/CULLMAN
 AA7714  USGS QUAD   -  ARKADELPHIA (1978)
 AA7714
 AA7714                         *CURRENT SURVEY CONTROL
 AA7714  ___________________________________________________________________
 AA7714* NAD 83(1992)-  33 54 54.64953(N)    086 56 32.56085(W)     ADJUSTED  
 AA7714* NAVD 88     -       121.7    (meters)     399.     (feet)  VERTCON   
 AA7714  ___________________________________________________________________
 AA7714  X           -     282,628.145 (meters)                     COMP
 AA7714  Y           -  -5,291,047.983 (meters)                     COMP
 AA7714  Z           -   3,538,694.893 (meters)                     COMP
 AA7714  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 AA7714  ELLIP HEIGHT-          93.33  (meters)          (07/29/02) GPS OBS
 AA7714  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AA7714
 AA7714  HORZ ORDER  -  FIRST
 AA7714  ELLP ORDER  -  FOURTH    CLASS I
 AA7714
 AA7714.The horizontal coordinates were established by GPS observations
 AA7714.and adjusted by the National Geodetic Survey in August 1995..
 AA7714
 AA7714.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7714
 AA7714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7714
 AA7714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7714
 AA7714.The ellipsoidal height was determined by GPS observations
 AA7714.and is referenced to NAD 83.
 AA7714
 AA7714.The geoid height was determined by GEOID03.
 AA7714
 AA7714;                    North         East     Units Scale Factor Converg.
 AA7714;SPC AL W     -   434,250.783   651,563.806   MT  0.99996610   +0 18 40.1
 AA7714;UTM  16      - 3,752,752.911   505,326.549   MT  0.99960035   +0 01 55.7
 AA7714
 AA7714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7714!SPC AL W     -   0.99998535  x   0.99996610  =   0.99995145
 AA7714!UTM  16      -   0.99998535  x   0.99960035  =   0.99958570
 AA7714
 AA7714                          SUPERSEDED SURVEY CONTROL
 AA7714
 AA7714  ELLIP H (10/10/95)   93.38   (m)                       GP(       ) 4 2
 AA7714  NGVD 29 (08/31/95)  121.7    (m)          399.     (f) GPS OBS        
 AA7714
 AA7714.Superseded values are not recommended for survey control.
 AA7714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7714.See file dsdata.txt to determine how the superseded data were derived.
 AA7714
 AA7714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0532752753(NAD 83)
 AA7714_MARKER: DD = SURVEY DISK
 AA7714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7714_STAMPING: 22-38 1993
 AA7714_MARK LOGO: ALHD  
 AA7714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7714+STABILITY: SURFACE MOTION
 AA7714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7714+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 AA7714
 AA7714  HISTORY     - Date     Condition        Report By
 AA7714  HISTORY     - 1993     MONUMENTED       ALHD
 AA7714  HISTORY     - 20060421 GOOD             GEOCAC
 AA7714
 AA7714                          STATION DESCRIPTION
 AA7714
 AA7714'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7714'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7714'ALA 91, ABOUT 1.25 MI (2.01 KM) NORTHEAST OF ARKADELPHIA AND ABOUT
 AA7714'3.80 MI (6.12 KM) SOUTHWEST OF COLONY.
 AA7714' 
 AA7714'TO REACH THE STATION FROM EXIT 292 ON I-65 (MILE POST 14.55 ON ALA 91)
 AA7714', DRIVE SOUTHWEST ON ALA 91 FOR 4.85 MI (7.81 KM) TO MILE POST 9.70
 AA7714'AND THE STATION ON THE LEFT.
 AA7714' 
 AA7714'THE STATION IS 2.9 FT (0.9 M) NORTH-NORTHWEST OF A FIVE STRAND BARBED
 AA7714'WIRE FENCE ON RUSTY STEEL POSTS, 25.3 FT (7.7 M) SOUTHWEST OF THE WEST
 AA7714'END OF A FIFTEEN-INCH CORREGATED METAL PIPE UNDER A FIELD ROAD, 43.2
 AA7714'FT (13.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ALA 91, 53.8 FT (16.4
 AA7714'M) EAST-NORTHEAST OF A CROSS TIE POST IN THE FENCE LINE, 76.6 FT (23.3
 AA7714'M) SOUTHWEST OF A SPEED LIMIT 55 SIGN, 127.5 FT (38.9 M)
 AA7714'EAST-NORTHEAST OF A TRANSFORMER POWER POLE WITH ONE GUY WIRE, 127.6 FT
 AA7714'(38.9 M) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. A 64 L 18,
 AA7714'130.2 FT (39.7 M) WEST-SOUTHWEST OF THE TWELVE-INCH WOOD NORTHEAST
 AA7714'FENCE CORNER POST, 189.0 FT (57.6 M) WEST-SOUTHWEST OF THE CENTER OF A
 AA7714'PAVED COUNTY ROAD, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST,
 AA7714'AND SET FLUSH WITH THE GROUND.
 AA7714' 
 AA7714'STATION 22-37 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7714
 AA7714                          STATION RECOVERY (2006)
 AA7714
 AA7714'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA7714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7715 ***********************************************************************
 AA7715  DESIGNATION -  22 39
 AA7715  PID         -  AA7715
 AA7715  STATE/COUNTY-  AL/CULLMAN
 AA7715  USGS QUAD   -  COLD SPRINGS (1981)
 AA7715
 AA7715                         *CURRENT SURVEY CONTROL
 AA7715  ___________________________________________________________________
 AA7715* NAD 83(1992)-  33 54 30.79622(N)    087 01 26.52115(W)     ADJUSTED  
 AA7715* NAVD 88     -       185.8    (meters)     610.     (feet)  VERTCON   
 AA7715  ___________________________________________________________________
 AA7715  X           -     275,111.332 (meters)                     COMP
 AA7715  Y           -  -5,291,908.204 (meters)                     COMP
 AA7715  Z           -   3,538,120.831 (meters)                     COMP
 AA7715  LAPLACE CORR-          -3.74  (seconds)                    DEFLEC99
 AA7715  ELLIP HEIGHT-         157.65  (meters)          (07/29/02) GPS OBS
 AA7715  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AA7715
 AA7715  HORZ ORDER  -  FIRST
 AA7715  ELLP ORDER  -  FOURTH    CLASS I
 AA7715
 AA7715.The horizontal coordinates were established by GPS observations
 AA7715.and adjusted by the National Geodetic Survey in August 1995..
 AA7715
 AA7715.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7715
 AA7715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7715
 AA7715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7715
 AA7715.The ellipsoidal height was determined by GPS observations
 AA7715.and is referenced to NAD 83.
 AA7715
 AA7715.The geoid height was determined by GEOID03.
 AA7715
 AA7715;                    North         East     Units Scale Factor Converg.
 AA7715;SPC AL W     -   433,477.868   644,016.370   MT  0.99995721   +0 15 55.9
 AA7715;UTM  16      - 3,752,017.018   497,778.169   MT  0.99960006   -0 00 48.3
 AA7715
 AA7715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7715!SPC AL W     -   0.99997525  x   0.99995721  =   0.99993246
 AA7715!UTM  16      -   0.99997525  x   0.99960006  =   0.99957532
 AA7715
 AA7715:                Primary Azimuth Mark                     Grid Az
 AA7715:SPC AL W     -  22 40                                    019 40 43.8
 AA7715:UTM  16      -  22 40                                    019 57 28.0
 AA7715
 AA7715|---------------------------------------------------------------------|
 AA7715| PID    Reference Object                     Distance      Geod. Az  |
 AA7715|                                                           dddmmss.s |
 AA7715| AA7716 22 40                               425.784 METERS 0195639.7 |
 AA7715|---------------------------------------------------------------------|
 AA7715
 AA7715                          SUPERSEDED SURVEY CONTROL
 AA7715
 AA7715  ELLIP H (10/10/95)  157.70   (m)                       GP(       ) 4 2
 AA7715  NGVD 29 (08/31/95)  185.8    (m)          610.     (f) GPS OBS        
 AA7715
 AA7715.Superseded values are not recommended for survey control.
 AA7715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7715.See file dsdata.txt to determine how the superseded data were derived.
 AA7715
 AA7715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9777852017(NAD 83)
 AA7715_MARKER: DD = SURVEY DISK
 AA7715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7715_STAMPING: 22-39 1993
 AA7715_MARK LOGO: ALHD  
 AA7715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7715+STABILITY: SURFACE MOTION
 AA7715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7715+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7715
 AA7715  HISTORY     - Date     Condition        Report By
 AA7715  HISTORY     - 1993     MONUMENTED       ALHD
 AA7715
 AA7715                          STATION DESCRIPTION
 AA7715
 AA7715'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7715'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE WEST RIGHT OF WAY OF A
 AA7715'PAVED COUNTY ROAD, ABOUT 3.05 MI (4.91 KM) SOUTH-SOUTHEAST OF BUG
 AA7715'TUSSLE AND ABOUT 3.55 MI (5.71 KM) WEST OF ARKADELPHIA.
 AA7715' 
 AA7715'TO REACH THE STATION FROM EXIT 299 ON I-65 (MILE POST 233.20 ON ALA
 AA7715'69), DRIVE SOUTHWEST ON ALA 69 FOR 12.85 MI (20.68 KM) TO MILE POST
 AA7715'220.35 AND ALA 91 ON THE LEFT (MILE POST 0.00 ON ALA 91), TURN LEFT ON
 AA7715'ALA 91 AND DRIVE SOUTH FOR 2.80 MI (4.51 KM) TO MILE POST 2.80 AND A
 AA7715'PAVED COUNTY ROAD ON THE RIGHT IN A SHARP CURVE TO THE LEFT AT CORINTH
 AA7715'CHURCH OF CHRIST, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH
 AA7715'FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.
 AA7715' 
 AA7715'THE STATION IS 31.0 FT (9.4 M) WEST-NORTHWEST OF THE CENTER OF THE
 AA7715'PAVED COUNTY ROAD, 88.0 FT (26.8 M) NORTH-NORTHEAST OF AN ANGLE POWER
 AA7715'POLE WITH ONE GUY WIRE, 2.2 FT (0.7 M) EAST OF A CARSONITE WITNESS
 AA7715'POST, AND SET FLUSH WITH THE GROUND.
 AA7715' 
 AA7715'STATION 22-40 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1647 ***********************************************************************
 EF1647  DESIGNATION -  22 4
 EF1647  PID         -  EF1647
 EF1647  STATE/COUNTY-  AL/CULLMAN
 EF1647  USGS QUAD   -  SIMCOE (1982)
 EF1647
 EF1647                         *CURRENT SURVEY CONTROL
 EF1647  ___________________________________________________________________
 EF1647* NAD 83(1992)-  34 10 20.34309(N)    086 42 22.63221(W)     ADJUSTED  
 EF1647* NAVD 88     -       246.4    (meters)     808.     (feet)  VERTCON   
 EF1647  ___________________________________________________________________
 EF1647  X           -     303,516.321 (meters)                     COMP
 EF1647  Y           -  -5,273,999.991 (meters)                     COMP
 EF1647  Z           -   3,562,399.248 (meters)                     COMP
 EF1647  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 EF1647  ELLIP HEIGHT-         217.99  (meters)          (07/29/02) GPS OBS
 EF1647  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 EF1647
 EF1647  HORZ ORDER  -  FIRST
 EF1647  ELLP ORDER  -  FOURTH    CLASS I
 EF1647
 EF1647.The horizontal coordinates were established by GPS observations
 EF1647.and adjusted by the National Geodetic Survey in December 1992..
 EF1647
 EF1647.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1647
 EF1647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1647
 EF1647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1647
 EF1647.The ellipsoidal height was determined by GPS observations
 EF1647.and is referenced to NAD 83.
 EF1647
 EF1647.The geoid height was determined by GEOID03.
 EF1647
 EF1647;                    North         East     Units Scale Factor Converg.
 EF1647;SPC AL W     -   462,916.035   673,174.627   MT  0.99999931   +0 26 45.0
 EF1647;UTM  16      - 3,781,301.442   527,068.936   MT  0.99960903   +0 09 53.9
 EF1647
 EF1647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1647!SPC AL W     -   0.99996578  x   0.99999931  =   0.99996509
 EF1647!UTM  16      -   0.99996578  x   0.99960903  =   0.99957482
 EF1647
 EF1647:                Primary Azimuth Mark                     Grid Az
 EF1647:SPC AL W     -  22 3                                     300 36 44.8
 EF1647:UTM  16      -  22 3                                     300 53 35.9
 EF1647
 EF1647|---------------------------------------------------------------------|
 EF1647| PID    Reference Object                     Distance      Geod. Az  |
 EF1647|                                                           dddmmss.s |
 EF1647| EF1646 22 3                                437.499 METERS 3010329.8 |
 EF1647|---------------------------------------------------------------------|
 EF1647
 EF1647                          SUPERSEDED SURVEY CONTROL
 EF1647
 EF1647  ELLIP H (12/04/92)  218.04   (m)                       GP(       ) 4 1
 EF1647  NAD 83(1992)-  34 10 20.35246(N)    086 42 22.63153(W) AD(       ) 1
 EF1647  NGVD 29 (12/04/92)  246.4    (m)          808.     (f) GPS OBS        
 EF1647
 EF1647.Superseded values are not recommended for survey control.
 EF1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1647.See file dsdata.txt to determine how the superseded data were derived.
 EF1647
 EF1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2706981301(NAD 83)
 EF1647_MARKER: DD = SURVEY DISK
 EF1647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1647_SP_SET: CONCRETE POST
 EF1647_STAMPING: 22-4 1989
 EF1647_MARK LOGO: ALHD  
 EF1647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1647+STABILITY: SURFACE MOTION
 EF1647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1647+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1992
 EF1647
 EF1647  HISTORY     - Date     Condition        Report By
 EF1647  HISTORY     - 1989     MONUMENTED       ALHD
 EF1647  HISTORY     - 19900109 GOOD
 EF1647  HISTORY     - 19910725 GOOD             ALHD
 EF1647  HISTORY     - 19920123 GOOD
 EF1647
 EF1647                          STATION DESCRIPTION
 EF1647
 EF1647'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1647'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE NORTHEAST RIGHT OF WAY
 EF1647'OF CULLMAN COUNTY ROAD NO. 49, ABOUT 7.75 MI (12.47 KM) EAST OF
 EF1647'CULLMAN AND ABOUT 5.00 MI (8.05 KM) WEST OF HOLLY POND IN A
 EF1647'TRIANGULAR GRASSED AREA IN THE INTERSECTION OF CULLMAN COUNTY ROAD 49
 EF1647'AND A GRAVEL ROAD LEADING EAST.
 EF1647'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 157 DRIVE
 EF1647'EAST ON U.S. 278 4.30 MI (6.92 KM) TO CULLMAN COUNTY ROAD NO. 49 ON
 EF1647'THE RIGHT TURN RIGHT ON CULLMAN COUNTY ROAD NO. 49 AND DRIVE
 EF1647'SOUTHEAST 0.25 MI (0.40 KM) TO A GRAVEL ROAD ON THE LEFT NEAR THE
 EF1647'MIDDLE OF A SHARP CURVE TO THE RIGHT AND THE STATION ON THE LEFT IN
 EF1647'THE TRIANGULAR GRASSED AREA IN THE INTERSECTION.
 EF1647'THE STATION IS 21.2 FT (6.5 M) NORTHEAST OF THE CENTER OF CULLMAN
 EF1647'COUNTY ROAD NO. 49, 36.0 FT (11.0 M) SOUTH OF THE CENTER OF A GRAVEL
 EF1647'ROAD, 21.0 FT (6.4 M) WEST OF THE CENTER OF A GRAVEL ROAD, 73.0 FT
 EF1647'(22.3 M) SOUTHEAST OF A TELEPHONE POLE ON THE NORTH SIDE OF THE
 EF1647'GRAVEL ROAD, 92.0 FT (28.0 M) EAST-SOUTHEAST OF AN END OF OVERHEAD
 EF1647'LINE TELEPHONE POLE AND CABLE PEDESTAL 0W 6 ACROSS CULLMAN COUNTY
 EF1647'ROAD NO. 49, 2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET
 EF1647'FLUSH WITH THE GROUND.
 EF1647'STATION 22 - 3 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1647
 EF1647                          STATION RECOVERY (1990)
 EF1647
 EF1647'RECOVERED 1990
 EF1647'RECOVERED IN GOOD CONDITION.
 EF1647
 EF1647                          STATION RECOVERY (1991)
 EF1647
 EF1647'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1647'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE NORTHEAST RIGHT OF WAY
 EF1647'OF CULLMAN COUNTY ROAD NO. 49, ABOUT 7.75 MI (12.47 KM) EAST OF
 EF1647'CULLMAN AND ABOUT 5.00 MI (8.05 KM) WEST OF HOLLY POND IN A
 EF1647'TRIANGULAR GRASSED AREA IN THE INTERSECTION OF CULLMAN COUNTY ROAD 49
 EF1647'AND A GRAVEL ROAD LEADING EAST.
 EF1647'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 157 DRIVE
 EF1647'EAST ON U.S. 278 FOR 4.30 MI (6.92 KM) TO CULLMAN COUNTY ROAD NO. 49
 EF1647'ON THE RIGHT, TURN RIGHT ON CULLMAN COUNTY ROAD NO. 49 AND DRIVE
 EF1647'SOUTHEAST FOR 0.25 MI (0.40 KM) TO A GRAVEL ROAD ON THE LEFT NEAR THE
 EF1647'MIDDLE OF A SHARP CURVE TO THE RIGHT AND THE STATION ON THE LEFT IN
 EF1647'THE TRIANGULAR GRASSED AREA IN THE INTERSECTION.
 EF1647'THE STATION IS 21.2 FT (6.5 M) NORTHEAST OF THE CENTER OF CULLMAN
 EF1647'COUNTY ROAD NO. 49, 36.0 FT (11.0 M) SOUTH OF THE CENTER OF A GRAVEL
 EF1647'ROAD, 21.0 FT (6.4 M) WEST OF THE CENTER OF A GRAVEL ROAD, 73.0 FT
 EF1647'(22.3 M) SOUTHEAST OF A TELEPHONE POLE ON THE NORTH SIDE OF THE
 EF1647'GRAVEL ROAD, 92.0 FT (28.0 M) EAST-SOUTHEAST OF AN END OF OVERHEAD
 EF1647'LINE TELEPHONE POLE AND CABLE PEDESTAL 0W 6 ACROSS CULLMAN COUNTY
 EF1647'ROAD NO. 49, 2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET
 EF1647'FLUSH WITH THE GROUND.
 EF1647'STATION 22-3 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1647
 EF1647                          STATION RECOVERY (1992)
 EF1647
 EF1647'RECOVERED 1992
 EF1647'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7716 ***********************************************************************
 AA7716  DESIGNATION -  22 40
 AA7716  PID         -  AA7716
 AA7716  STATE/COUNTY-  AL/CULLMAN
 AA7716  USGS QUAD   -  COLD SPRINGS (1981)
 AA7716
 AA7716                         *CURRENT SURVEY CONTROL
 AA7716  ___________________________________________________________________
 AA7716* NAD 83(1992)-  33 54 43.78644(N)    087 01 20.86741(W)     ADJUSTED  
 AA7716* NAVD 88     -       190.4    (meters)     625.     (feet)  VERTCON   
 AA7716  ___________________________________________________________________
 AA7716  X           -     275,244.982 (meters)                     COMP
 AA7716  Y           -  -5,291,681.475 (meters)                     COMP
 AA7716  Z           -   3,538,455.575 (meters)                     COMP
 AA7716  LAPLACE CORR-          -3.77  (seconds)                    DEFLEC99
 AA7716  ELLIP HEIGHT-         162.25  (meters)          (07/29/02) GPS OBS
 AA7716  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AA7716
 AA7716  HORZ ORDER  -  FIRST
 AA7716  ELLP ORDER  -  FOURTH    CLASS I
 AA7716
 AA7716.The horizontal coordinates were established by GPS observations
 AA7716.and adjusted by the National Geodetic Survey in August 1995..
 AA7716
 AA7716.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7716
 AA7716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7716
 AA7716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7716
 AA7716.The ellipsoidal height was determined by GPS observations
 AA7716.and is referenced to NAD 83.
 AA7716
 AA7716.The geoid height was determined by GEOID03.
 AA7716
 AA7716;                    North         East     Units Scale Factor Converg.
 AA7716;SPC AL W     -   433,878.767   644,159.746   MT  0.99995736   +0 15 59.2
 AA7716;UTM  16      - 3,752,417.071   497,923.442   MT  0.99960005   -0 00 45.1
 AA7716
 AA7716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7716!SPC AL W     -   0.99997453  x   0.99995736  =   0.99993189
 AA7716!UTM  16      -   0.99997453  x   0.99960005  =   0.99957459
 AA7716
 AA7716:                Primary Azimuth Mark                     Grid Az
 AA7716:SPC AL W     -  22 39                                    199 40 43.6
 AA7716:UTM  16      -  22 39                                    199 57 27.9
 AA7716
 AA7716|---------------------------------------------------------------------|
 AA7716| PID    Reference Object                     Distance      Geod. Az  |
 AA7716|                                                           dddmmss.s |
 AA7716| AA7715 22 39                               425.784 METERS 1995642.8 |
 AA7716|---------------------------------------------------------------------|
 AA7716
 AA7716                          SUPERSEDED SURVEY CONTROL
 AA7716
 AA7716  ELLIP H (10/10/95)  162.30   (m)                       GP(       ) 4 2
 AA7716  NGVD 29 (08/31/95)  190.4    (m)          625.     (f) GPS OBS        
 AA7716
 AA7716.Superseded values are not recommended for survey control.
 AA7716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7716.See file dsdata.txt to determine how the superseded data were derived.
 AA7716
 AA7716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9792352417(NAD 83)
 AA7716_MARKER: DD = SURVEY DISK
 AA7716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7716_STAMPING: 22-40 1993
 AA7716_MARK LOGO: ALHD  
 AA7716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7716+STABILITY: SURFACE MOTION
 AA7716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7716+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7716
 AA7716  HISTORY     - Date     Condition        Report By
 AA7716  HISTORY     - 1993     MONUMENTED       ALHD
 AA7716
 AA7716                          STATION DESCRIPTION
 AA7716
 AA7716'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7716'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE EAST RIGHT OF WAY OF A
 AA7716'PAVED COUNTY ROAD, ABOUT 2.80 MI (4.51 KM) SOUTH-SOUTHEAST OF BUG
 AA7716'TUSSLE AND ABOUT 3.40 MI (5.47 KM) WEST OF ARKADELPHIA.
 AA7716' 
 AA7716'TO REACH THE STATION FROM EXIT 299 ON I-65 (MILE POST 233.20 ON ALA
 AA7716'69), DRIVE SOUTHWEST ON ALA 69 FOR 12.85 MI (20.68 KM) TO MILE POST
 AA7716'220.35 AND ALA 91 ON THE LEFT (MILE POST 0.00 ON ALA 91), TURN LEFT ON
 AA7716'ALA 91 AND DRIVE SOUTH FOR 2.80 MI (4.51 KM) TO MILE POST 2.80 AND A
 AA7716'PAVED COUNTY ROAD ON THE RIGHT IN A SHARP CURVE TO THE LEFT AT CORINTH
 AA7716'CHURCH OF CHRIST, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH
 AA7716'FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.
 AA7716' 
 AA7716'THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER OF THE CORINTH CHURCH
 AA7716'OF CHRIST CEMETARY, 28.0 FT (8.5 M) EAST-SOUTHEAST OF THE CENTER OF
 AA7716'THE PAVED COUNTY ROAD, 58.9 FT (18.0 M) SOUTHWEST OF THE SOUTH END OF
 AA7716'A MYERS HEADSTONE, 63.5 FT (19.4 M) SOUTH-SOUTHWEST OF AN ANGLE POWER
 AA7716'POLE WITH ONE GUY WIRE, 79.0 FT (24.1 M) SOUTHWEST OF THE SOUTH END OF
 AA7716'A PRICE HEADSTONE, 86.6 FT (26.4 M) SOUTHWEST OF THE SOUTH END OF A
 AA7716'RUSSELL HEADSTONE, 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS
 AA7716'POST, AND SET FLUSH WITH THE GROUND.
 AA7716' 
 AA7716'STATION 22-39 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1648 ***********************************************************************
 EF1648  DESIGNATION -  22 5
 EF1648  PID         -  EF1648
 EF1648  STATE/COUNTY-  AL/CULLMAN
 EF1648  USGS QUAD   -  HOLLY POND (1978)
 EF1648
 EF1648                         *CURRENT SURVEY CONTROL
 EF1648  ___________________________________________________________________
 EF1648* NAD 83(1992)-  34 10 26.50509(N)    086 37 23.06031(W)     ADJUSTED  
 EF1648* NAVD 88     -       259.5    (meters)     851.     (feet)  VERTCON   
 EF1648  ___________________________________________________________________
 EF1648  X           -     311,170.121 (meters)                     COMP
 EF1648  Y           -  -5,273,457.808 (meters)                     COMP
 EF1648  Z           -   3,562,563.591 (meters)                     COMP
 EF1648  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 EF1648  ELLIP HEIGHT-         230.90  (meters)          (07/29/02) GPS OBS
 EF1648  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 EF1648
 EF1648  HORZ ORDER  -  FIRST
 EF1648  ELLP ORDER  -  FOURTH    CLASS I
 EF1648
 EF1648.The horizontal coordinates were established by GPS observations
 EF1648.and adjusted by the National Geodetic Survey in December 1992..
 EF1648
 EF1648.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1648
 EF1648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1648
 EF1648.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1648
 EF1648.The ellipsoidal height was determined by GPS observations
 EF1648.and is referenced to NAD 83.
 EF1648
 EF1648.The geoid height was determined by GEOID03.
 EF1648
 EF1648;                    North         East     Units Scale Factor Converg.
 EF1648;SPC AL W     -   463,168.727   680,844.975   MT  1.00001387   +0 29 33.4
 EF1648;UTM  16      - 3,781,516.445   534,737.403   MT  0.99961487   +0 12 42.2
 EF1648
 EF1648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1648!SPC AL W     -   0.99996375  x   1.00001387  =   0.99997762
 EF1648!UTM  16      -   0.99996375  x   0.99961487  =   0.99957864
 EF1648
 EF1648:                Primary Azimuth Mark                     Grid Az
 EF1648:SPC AL W     -  22 6                                     079 25 05.5
 EF1648:UTM  16      -  22 6                                     079 41 56.7
 EF1648
 EF1648|---------------------------------------------------------------------|
 EF1648| PID    Reference Object                     Distance      Geod. Az  |
 EF1648|                                                           dddmmss.s |
 EF1648| EF1642 22 6                                436.823 METERS 0795438.9 |
 EF1648|---------------------------------------------------------------------|
 EF1648
 EF1648                          SUPERSEDED SURVEY CONTROL
 EF1648
 EF1648  ELLIP H (12/04/92)  230.96   (m)                       GP(       ) 4 1
 EF1648  NAD 83(1992)-  34 10 26.51492(N)    086 37 23.05964(W) AD(       ) 1
 EF1648  NGVD 29 (12/04/92)  259.4    (m)          851.     (f) GPS OBS        
 EF1648
 EF1648.Superseded values are not recommended for survey control.
 EF1648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1648.See file dsdata.txt to determine how the superseded data were derived.
 EF1648
 EF1648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3473781516(NAD 83)
 EF1648_MARKER: DD = SURVEY DISK
 EF1648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1648_SP_SET: CONCRETE POST
 EF1648_STAMPING: 22 - 5 1989
 EF1648_MARK LOGO: ALHD  
 EF1648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1648+STABILITY: SURFACE MOTION
 EF1648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1648+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 EF1648
 EF1648  HISTORY     - Date     Condition        Report By
 EF1648  HISTORY     - 1989     MONUMENTED       ALHD
 EF1648  HISTORY     - 19900109 GOOD
 EF1648  HISTORY     - 20050726 GOOD             GEOCAC
 EF1648
 EF1648                          STATION DESCRIPTION
 EF1648
 EF1648'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1648'THE STATION IS LOCATED IN CULLMAN COUNTY ON PRIVATE PROPERTY IN THE
 EF1648'WEST SIDE OF HOLLY POND IN THE EAST SIDE OF THE PARKING LOT OF
 EF1648'STEWARTS AUTO PARTS.
 EF1648'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 91 IN
 EF1648'HOLLY POND, DRIVE WEST ON U.S. 278 0.40 MI (0.64 KM) TO STEWARTS AUTO
 EF1648'PARTS ON THE LEFT AND THE STATION IN THE EAST SIDE OF THE PARKING
 EF1648'LOT.
 EF1648'THE STATION IS 48.0 FT (14.6 M) SOUTH OF THE CENTERLINE OF U.S. 278,
 EF1648'93.6 FT (28.5 M) SOUTH OF THE SOUTH POST OF STEWARTS AUTO PARTS SIGN,
 EF1648'102.5 FT (31.2 M) SOUTH OF A CORNER FENCE POST AT THE NORTHEAST
 EF1648'CORNER OF THE PARKING LOT, 2.4 FT (0.7 M) WEST OF A PASTURE FENCE
 EF1648'ALONG THE EAST SIDE OF THE PARKING LOT, 58.2 FT (17.7 M) NORTH OF A
 EF1648'CORNER FENCE POST AT THE SOUTHEAST CORNER OF THE PARKING LOT, 48.2 FT
 EF1648'(14.7 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE STEWARTS AUTO PARTS
 EF1648'BUILDING, 42.0 FT (12.8 M) SOUTHEAST OF A POWER POLE AT THE NORTHEAST
 EF1648'CORNER OF THE BUILDING, 2.2 FT (0.7 M) WEST OF A CARSONITE WITNESS
 EF1648'POST, AND SET FLUSH WITH THE GROUND.
 EF1648'STATION 22 - 6 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1648'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EF1648'CONTACT - MR. SAM PINGAN OR JAMES PINGAN
 EF1648'P. O. BOX 4
 EF1648'HOLLY POND, ALABAMA 35083
 EF1648
 EF1648                          STATION RECOVERY (1990)
 EF1648
 EF1648'RECOVERED 1990
 EF1648'RECOVERED IN GOOD CONDITION.
 EF1648
 EF1648                          STATION RECOVERY (2005)
 EF1648
 EF1648'RECOVERY NOTE BY GEOCACHING 2005
 EF1648'STEWARTS AUTO PARTS BUILDING IS NOW A CARQUEST AUTO PARTS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1642 ***********************************************************************
 EF1642  DESIGNATION -  22 6
 EF1642  PID         -  EF1642
 EF1642  STATE/COUNTY-  AL/CULLMAN
 EF1642  USGS QUAD   -  HOLLY POND (1978)
 EF1642
 EF1642                         *CURRENT SURVEY CONTROL
 EF1642  ___________________________________________________________________
 EF1642* NAD 83(1992)-  34 10 28.98827(N)    086 37 06.26718(W)     ADJUSTED  
 EF1642* NAVD 88     -       262.57   (meters)     861.4    (feet)  N HEIGHT  
 EF1642  ___________________________________________________________________
 EF1642  X           -     311,597.076 (meters)                     COMP
 EF1642  Y           -  -5,273,392.103 (meters)                     COMP
 EF1642  Z           -   3,562,628.631 (meters)                     COMP
 EF1642  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 EF1642  ELLIP HEIGHT-         233.99  (meters)          (07/29/02) GPS OBS
 EF1642  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 EF1642  DYNAMIC HT  -         262.29  (meters)     860.5   (feet)  COMP
 EF1642  MODELED GRAV-     979,585.1   (mgal)                       NAVD 88
 EF1642
 EF1642  HORZ ORDER  -  FIRST
 EF1642  VERT ORDER  -  THIRD
 EF1642  ELLP ORDER  -  FOURTH    CLASS I
 EF1642
 EF1642.The horizontal coordinates were established by GPS observations
 EF1642.and adjusted by the National Geodetic Survey in December 1992..
 EF1642
 EF1642.The orthometric height was determined by differential leveling
 EF1642.and adjusted by the National Geodetic Survey in September 1998..
 EF1642.The height was determined by precise leveling from only one NSRS
 EF1642.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EF1642.allowed ONLY to validate the GPS-derived height.
 EF1642
 EF1642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1642
 EF1642.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1642
 EF1642.The ellipsoidal height was determined by GPS observations
 EF1642.and is referenced to NAD 83.
 EF1642
 EF1642.The geoid height was determined by GEOID03.
 EF1642
 EF1642.The dynamic height is computed by dividing the NAVD 88
 EF1642.geopotential number by the normal gravity value computed on the
 EF1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1642.degrees latitude (g = 980.6199 gals.).
 EF1642
 EF1642.The modeled gravity was interpolated from observed gravity values.
 EF1642
 EF1642;                    North         East     Units Scale Factor Converg.
 EF1642;SPC AL W     -   463,248.946   681,274.375   MT  1.00001473   +0 29 42.8
 EF1642;UTM  16      - 3,781,594.527   535,167.020   MT  0.99961524   +0 12 51.7
 EF1642
 EF1642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1642!SPC AL W     -   0.99996327  x   1.00001473  =   0.99997800
 EF1642!UTM  16      -   0.99996327  x   0.99961524  =   0.99957852
 EF1642
 EF1642:                Primary Azimuth Mark                     Grid Az
 EF1642:SPC AL W     -  22 5                                     259 25 05.5
 EF1642:UTM  16      -  22 5                                     259 41 56.6
 EF1642
 EF1642|---------------------------------------------------------------------|
 EF1642| PID    Reference Object                     Distance      Geod. Az  |
 EF1642|                                                           dddmmss.s |
 EF1642| EF1648 22 5                                436.823 METERS 2595448.3 |
 EF1642|---------------------------------------------------------------------|
 EF1642
 EF1642                          SUPERSEDED SURVEY CONTROL
 EF1642
 EF1642  ELLIP H (12/04/92)  234.05   (m)                       GP(       ) 4 1
 EF1642  NAD 83(1992)-  34 10 28.99811(N)    086 37 06.26646(W) AD(       ) 1
 EF1642  NGVD 29 (??/??/??)  262.53   (m)          861.3    (f) N HEIGHT    3  
 EF1642
 EF1642.Superseded values are not recommended for survey control.
 EF1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1642.See file dsdata.txt to determine how the superseded data were derived.
 EF1642
 EF1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3516781595(NAD 83)
 EF1642_MARKER: DD = SURVEY DISK
 EF1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1642_SP_SET: CONCRETE POST
 EF1642_STAMPING: 22-6 1989
 EF1642_MARK LOGO: ALHD  
 EF1642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1642+STABILITY: SURFACE MOTION
 EF1642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1642+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1999
 EF1642
 EF1642  HISTORY     - Date     Condition        Report By
 EF1642  HISTORY     - 1989     MONUMENTED       ALHD
 EF1642  HISTORY     - 19900303 GOOD             ALHD
 EF1642  HISTORY     - 19900515 GOOD             ALHD
 EF1642  HISTORY     - 19920123 GOOD
 EF1642  HISTORY     - 19941117 GOOD             ALHD
 EF1642  HISTORY     - 19990101 GOOD             NGS
 EF1642  HISTORY     - 19990328 GOOD             LOCSUR
 EF1642
 EF1642                          STATION DESCRIPTION
 EF1642
 EF1642'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1642'THE STATION IS LOCATED IN HOLLY POND BETWEEN THE FIRST BAPTIST CHURCH
 EF1642'OF HOLLY POND AND THE PEOPLES BANK OF HOLLY POND ON THE GROUNDS OF
 EF1642'THE FIRST BAPTIST CHURCH.
 EF1642'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 91 IN
 EF1642'HOLLY POND, DRIVE WEST ON U.S. 278 0.10 MI (0.16 KM) TO THE STATION
 EF1642'ON THE RIGHT BETWEEN THE FIRST BAPTIST CHURCH AND THE PEOPLES BANK.
 EF1642'THE STATION IS 152.0 FT (46.3 M) NORTH OF THE CENTERLINE OF U.S. 278
 EF1642'102.3 FT (31.2 M) NORTH OF A JUNCTION POWER POLE WITH 2 TRANSFORMERS,
 EF1642'61.2 FT (18.7 M) SOUTHWEST OF THE SOUTWEST CORNER OF THE BRICK FIRST
 EF1642'BAPTIST CHURCH BUILDING, 32.8 FT (10.0 M) WEST OF A LIGHT POLE WITH A
 EF1642'BASKETBALL GOAL AND BACKBOARD, 112.5 FT (34.3 M) EAST OF THE
 EF1642'SOUTHEAST CORNER OF THE PORCH OF THE PEOPLES BANK BUILDING, AND SET
 EF1642'FLUSH WITH THE GROUND.
 EF1642'STATION 22 - 5 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1642'CONTACT - REV. JACKIE THOMPSON
 EF1642'P. O. BOX 141
 EF1642'HOLLY POND, ALA. 35083
 EF1642'PHONE - 205-796-6444
 EF1642
 EF1642                          STATION RECOVERY (1990)
 EF1642
 EF1642'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1642'RECOVERED IN GOOD CONDITION.
 EF1642
 EF1642                          STATION RECOVERY (1992)
 EF1642
 EF1642'RECOVERED 1992
 EF1642'RECOVERED IN GOOD CONDITION.
 EF1642
 EF1642                          STATION RECOVERY (1994)
 EF1642
 EF1642'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 EF1642'RECOVERED IN GOOD CONDITION.
 EF1642
 EF1642                          STATION RECOVERY (1999)
 EF1642
 EF1642'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (JMH)
 EF1642'FOUND THIS DATE WITH 10 INCH FILL FROM RECENT CONSTRUCTION, BUT
 EF1642'UNDISTURBED, THEN BACKFILLED AFTER OBSERVATIONS COMPLETE.  THE DOUBLE
 EF1642'TRANSFORMER POLE HAS BEEN CUT OFF AND THE BASKETBALL GOAL IS MISSING.
 EF1642'THIS MAY HELP SOMEONE.  102.13 FT (31.13 M) NORTH OF STUB POLE
 EF1642'-INPREVIOUS REFERENCE AS JUNCTION POWER POLE WITH TWO TRANSFORMERS-,
 EF1642'61.07 FT (18.61 M) SOUTHWEST OF SOUTHWEST CORNER OF OLD BRICK CHURCH
 EF1642'BUILDING, LIGHT POLE AND BASKETBALL GOAL MISSING, 112.03 FT (34.15 M)
 EF1642'WEST OF SE PORCH CORNER OF PEOPLES BANK, 43.55 FT (13.27 M) SOUTH
 EF1642'SOUTHEAST OF THE SOUTHWEST CORNER OF NEW BAPTIST CHURCH ADDITION, AND
 EF1642'4.52 BELOW THE GRADE OF THE NEW CHURCH ADDITION, 10 INCHES BELOW
 EF1642'PRESENT GRADE.  22-5 INTACT.
 EF1642
 EF1642                          STATION RECOVERY (1999)
 EF1642
 EF1642'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1999
 EF1642'FOUND THIS DATE WITH 10 INCH FILL FROM RECENT CONSRUCTION, BUT
 EF1642'UNDISTURBED, THEN BACKFILLED AFTER OBSERVATIONS COMPLETE.  THE
 EF1642'DOUBLE TRANSFORMER POLE HAS BEEN CUT OFF AND BASKETBALL GOAL IS
 EF1642'MISSING.  THE STATION IS 102.13 FEET NORTH OF STUB POLE
 EF1642'(IN PREVIOUS REFERENCE AS JUNCTION POWER POLE WITH TWO TRANSFORMERS),
 EF1642'61.07 FEET SOUTHWEST OF SOUTHWEST CORNER OF OLD BRICK CHURCH
 EF1642'BUILDING, 112.03 FEET WEST OF SOUTHEAST PORCH CORNER OF PEOPLES BANK,
 EF1642'43.55 FOOT SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF NEW BAPTIST
 EF1642'CHURCH ADDITION AND 4.52 BELOW THE GRADE OF THE NEW CHURCH ADDITION.
 EF1642'THE MARK IS 10 INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1649 ***********************************************************************
 EF1649  DESIGNATION -  22 7
 EF1649  PID         -  EF1649
 EF1649  STATE/COUNTY-  AL/CULLMAN
 EF1649  USGS QUAD   -  JONES CHAPEL (1983)
 EF1649
 EF1649                         *CURRENT SURVEY CONTROL
 EF1649  ___________________________________________________________________
 EF1649* NAD 83(1992)-  34 12 05.02016(N)    087 04 26.13940(W)     ADJUSTED  
 EF1649* NAVD 88     -       264.1    (meters)     866.     (feet)  VERTCON   
 EF1649  ___________________________________________________________________
 EF1649  X           -     269,577.727 (meters)                     COMP
 EF1649  Y           -  -5,274,044.398 (meters)                     COMP
 EF1649  Z           -   3,565,077.948 (meters)                     COMP
 EF1649  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 EF1649  ELLIP HEIGHT-         236.74  (meters)          (07/29/02) GPS OBS
 EF1649  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EF1649
 EF1649  HORZ ORDER  -  FIRST
 EF1649  ELLP ORDER  -  FOURTH    CLASS I
 EF1649
 EF1649.The horizontal coordinates were established by GPS observations
 EF1649.and adjusted by the National Geodetic Survey in December 1992..
 EF1649
 EF1649.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1649
 EF1649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1649
 EF1649.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1649
 EF1649.The ellipsoidal height was determined by GPS observations
 EF1649.and is referenced to NAD 83.
 EF1649
 EF1649.The geoid height was determined by GEOID03.
 EF1649
 EF1649;                    North         East     Units Scale Factor Converg.
 EF1649;SPC AL W     -   465,938.578   639,266.985   MT  0.99995233   +0 14 22.2
 EF1649;UTM  16      - 3,784,489.035   493,189.098   MT  0.99960057   -0 02 29.6
 EF1649
 EF1649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1649!SPC AL W     -   0.99996284  x   0.99995233  =   0.99991517
 EF1649!UTM  16      -   0.99996284  x   0.99960057  =   0.99956342
 EF1649
 EF1649                          SUPERSEDED SURVEY CONTROL
 EF1649
 EF1649  ELLIP H (12/04/92)  236.78   (m)                       GP(       ) 4 1
 EF1649  NAD 83(1992)-  34 12 05.02704(N)    087 04 26.13676(W) AD(       ) 1
 EF1649  NGVD 29 (12/04/92)  264.1    (m)          866.     (f) GPS OBS        
 EF1649
 EF1649.Superseded values are not recommended for survey control.
 EF1649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1649.See file dsdata.txt to determine how the superseded data were derived.
 EF1649
 EF1649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9318984489(NAD 83)
 EF1649_MARKER: DD = SURVEY DISK
 EF1649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1649_SP_SET: CONCRETE POST
 EF1649_STAMPING: 22 - 7 1989
 EF1649_MARK LOGO: ALHD  
 EF1649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1649+STABILITY: SURFACE MOTION
 EF1649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1649+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EF1649
 EF1649  HISTORY     - Date     Condition        Report By
 EF1649  HISTORY     - 1989     MONUMENTED       ALHD
 EF1649
 EF1649                          STATION DESCRIPTION
 EF1649
 EF1649'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1649'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE NORTHWEST RIGHT OF WAY
 EF1649'OF U. S. 278, ABOUT 6.1 MI (9.8 KM) EAST OF ADDISON AND ABOUT 13.3 MI
 EF1649'(21.4 KM) WEST OF CULLMAN.
 EF1649'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND CULLMAN COUNTY
 EF1649'ROAD NO. 7 IN JONES CHAPEL, DRIVE WEST ON U. S. 278 1.40 MI
 EF1649'(2.25 KM) TO MILE POST 44.95 AND THE STATION ON THE RIGHT.
 EF1649'THE STATION IS 41.8 FT (12.7 M) NORTHWEST OF THE CENTERLINE OF U. S.
 EF1649'278, 20.1 FT (6.1 M) NORTHWEST OF THE NORTHWEST EDGE OF THE MOST
 EF1649'WESTERLY CONCRETE TRAFFIC ISLAND, 16.0 FT (4.9 M) NORTHEAST OF THE
 EF1649'NORTHWEST END OF A 24 INCH CONCRETE PIPE UNDER U. S. 278, 33.3 FT
 EF1649'(10.1 M) NORTHEAST OF THE NORTHEAST END OF A 12 INCH CORREGATED METAL
 EF1649'PIPE UNDER A PAVED DRIVEWAY, 61.5 FT (18.7 M) NORTHEAST OF THE CENTER
 EF1649'OF A PAVED DRIVEWAY, AT THE WEST EDGE OF A PAVED PARKING AREA FOR A
 EF1649'SERVICE STATION THAT HAS BEEN TORN DOWN, AND SET FLUSH WITH THE
 EF1649'GROUND.
 EF1649'STATION 22 - 8 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1650 ***********************************************************************
 EF1650  DESIGNATION -  22 8
 EF1650  PID         -  EF1650
 EF1650  STATE/COUNTY-  AL/CULLMAN
 EF1650  USGS QUAD   -  JONES CHAPEL (1983)
 EF1650
 EF1650                         *CURRENT SURVEY CONTROL
 EF1650  ___________________________________________________________________
 EF1650* NAD 83(1992)-  34 12 19.34100(N)    087 03 52.56384(W)     ADJUSTED  
 EF1650* NAVD 88     -       273.9    (meters)     899.     (feet)  VERTCON   
 EF1650  ___________________________________________________________________
 EF1650  X           -     270,423.935 (meters)                     COMP
 EF1650  Y           -  -5,273,760.750 (meters)                     COMP
 EF1650  Z           -   3,565,448.378 (meters)                     COMP
 EF1650  LAPLACE CORR-          -4.97  (seconds)                    DEFLEC99
 EF1650  ELLIP HEIGHT-         246.47  (meters)          (07/29/02) GPS OBS
 EF1650  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EF1650
 EF1650  HORZ ORDER  -  FIRST
 EF1650  ELLP ORDER  -  FOURTH    CLASS I
 EF1650
 EF1650.The horizontal coordinates were established by GPS observations
 EF1650.and adjusted by the National Geodetic Survey in December 1992..
 EF1650
 EF1650.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1650
 EF1650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1650
 EF1650.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1650
 EF1650.The ellipsoidal height was determined by GPS observations
 EF1650.and is referenced to NAD 83.
 EF1650
 EF1650.The geoid height was determined by GEOID03.
 EF1650
 EF1650;                    North         East     Units Scale Factor Converg.
 EF1650;SPC AL W     -   466,383.451   640,124.644   MT  0.99995317   +0 14 41.2
 EF1650;UTM  16      - 3,784,929.540   494,048.627   MT  0.99960044   -0 02 10.7
 EF1650
 EF1650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1650!SPC AL W     -   0.99996131  x   0.99995317  =   0.99991448
 EF1650!UTM  16      -   0.99996131  x   0.99960044  =   0.99956177
 EF1650
 EF1650                          SUPERSEDED SURVEY CONTROL
 EF1650
 EF1650  ELLIP H (12/04/92)  246.51   (m)                       GP(       ) 4 1
 EF1650  NAD 83(1992)-  34 12 19.34804(N)    087 03 52.56163(W) AD(       ) 1
 EF1650  NGVD 29 (12/04/92)  273.9    (m)          899.     (f) GPS OBS        
 EF1650
 EF1650.Superseded values are not recommended for survey control.
 EF1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1650.See file dsdata.txt to determine how the superseded data were derived.
 EF1650
 EF1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9404984930(NAD 83)
 EF1650_MARKER: DD = SURVEY DISK
 EF1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1650_SP_SET: CONCRETE POST
 EF1650_STAMPING: 22-8 1989
 EF1650_MARK LOGO: ALHD  
 EF1650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1650+STABILITY: SURFACE MOTION
 EF1650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1650+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1992
 EF1650
 EF1650  HISTORY     - Date     Condition        Report By
 EF1650  HISTORY     - 1989     MONUMENTED       ALHD
 EF1650  HISTORY     - 19900104 GOOD
 EF1650  HISTORY     - 19910725 GOOD             ALHD
 EF1650  HISTORY     - 19920121 GOOD
 EF1650
 EF1650                          STATION DESCRIPTION
 EF1650
 EF1650'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1650'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTHEAST RIGHT OF WAY
 EF1650'OF U. S. 278, ABOUT 6.7 MI (10.8 KM) EAST OF ADDISON AND ABOUT 12.8
 EF1650'MI (20.6 KM) WEST OF CULLMAN.
 EF1650'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND CULLMAN COUNTY
 EF1650'ROAD NO. 7 IN JONES CHAPEL, DRIVE WEST ON U. S. 278 0.80 MI
 EF1650'(1.29 KM) TO MILE POST 45.55 AND THE STATION ON THE LEFT NEAR THE
 EF1650'NORTHWEST CORNER OF A PAVED PARKING AREA FOR A SHELL SERVICE STATION.
 EF1650'THE STATION IS 50.0 FT (15.2 M) SOUTHEAST OF THE CENTERLINE OF U. S.
 EF1650'278, 24.0 FT (7.3 M) SOUTH OF THE WEST END OF A 15 INCH CORREGATED
 EF1650'METAL PIPE UNDER THE WEST SERVICE STATION DRIVEWAY, 28.0 FT (8.5 M)
 EF1650'SOUTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE PARKING AREA, 3.5 FT
 EF1650'(1.1 M) SOUTHWEST OF A 1/2 INCH REBAR ON WOODEN POSTS, 48.4 FEET
 EF1650'NORTHWEST OF THE CONCRETE BASE OF A LIGHT POLE, 53.5 FT (16.3 M)
 EF1650'NORTH - NORTHWEST OF A CORNER IN THE 1/2 INCH REBAR ON WOODEN POSTS,
 EF1650'70.4 FT (21.5 M) NORTH OF THE NORTHEAST CORNER OF A GRAY WOOD
 EF1650'PAVILION WITH PICNIC TABLES, 75.7 FT (23.1 M) NORTH - NORTHEAST OF
 EF1650'THE NORTHEAST CORNER OF A 5 STRAND BARBED WIRE FENCE, 77.5 FT
 EF1650'(23.6 M) EAST - NORTHEAST OF A POWER POLE, 3.5 FT (1.1 M) SOUTHWEST
 EF1650'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1650'STATION 22 - 7 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1650
 EF1650                          STATION RECOVERY (1990)
 EF1650
 EF1650'RECOVERED 1990
 EF1650'RECOVERED IN GOOD CONDITION.
 EF1650
 EF1650                          STATION RECOVERY (1991)
 EF1650
 EF1650'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1650'THE STATION IS LOCATED IN CULLMAN COUNTY ON THE SOUTHEAST RIGHT OF WAY
 EF1650'OF U.S. 278, ABOUT 6.7 MI (10.8 KM) EAST OF ADDISON AND ABOUT 12.8 MI
 EF1650'(20.6 KM) WEST OF CULLMAN.
 EF1650'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND CULLMAN COUNTY
 EF1650'ROAD NO. 7 IN JONES CHAPEL, DRIVE WEST ON U.S. 278 FOR 0.80 MI
 EF1650'(1.29 KM) TO MILE POST 45.55 AND THE STATION ON THE LEFT NEAR THE
 EF1650'NORTHWEST CORNER OF A PAVED PARKING AREA FOR A SHELL SERVICE STATION.
 EF1650'THE STATION IS 50.0 FT (15.2 M) SOUTHEAST OF THE CENTERLINE OF U.S.
 EF1650'278, 24.0 FT (7.3 M) SOUTH OF THE WEST END OF A 15-INCH CORREGATED
 EF1650'METAL PIPE UNDER THE WEST SERVICE STATION DRIVEWAY, 28.0 FT (8.5 M)
 EF1650'SOUTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE PARKING AREA, 3.5 FT
 EF1650'(1.1 M) SOUTHWEST OF A 1/2 INCH REBAR ON WOODEN POSTS, 48.4 FEET
 EF1650'(14.8 M) NORTHWEST OF THE CONCRETE BASE OF A LIGHT POLE, 53.5 FT
 EF1650'(16.3 M) NORTH-NORTHWEST OF A CORNER IN THE 1/2 INCH REBAR ON WOODEN
 EF1650'POSTS, 70.4 FT (21.5 M) NORTH OF THE NORTHEAST CORNER OF A GRAY WOOD
 EF1650'PAVILION WITH PICNIC TABLES, 75.7 FT (23.1 M) NORTH-NORTHEAST OF THE
 EF1650'NORTHEAST CORNER OF A 5 STRAND BARBED WIRE FENCE, 77.5 FT (23.6 M)
 EF1650'EAST-NORTHEAST OF A POWER POLE, 3.5 FT (1.1 M) SOUTHWEST OF A
 EF1650'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1650'STATION 22-7 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1650
 EF1650                          STATION RECOVERY (1992)
 EF1650
 EF1650'RECOVERED 1992
 EF1650'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2724 ***********************************************************************
 DH2724  DESIGNATION -  22 9
 DH2724  PID         -  DH2724
 DH2724  STATE/COUNTY-  AL/CULLMAN
 DH2724  USGS QUAD   -  ARKADELPHIA (1978)
 DH2724
 DH2724                         *CURRENT SURVEY CONTROL
 DH2724  ___________________________________________________________________
 DH2724* NAD 83(1992)-  33 59 50.53596(N)    086 53 19.28293(W)     ADJUSTED  
 DH2724* NAVD 88     -       258.5    (meters)     848.     (feet)  VERTCON   
 DH2724  ___________________________________________________________________
 DH2724  X           -     287,315.701 (meters)                     COMP
 DH2724  Y           -  -5,285,809.337 (meters)                     COMP
 DH2724  Z           -   3,546,333.532 (meters)                     COMP
 DH2724  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 DH2724  ELLIP HEIGHT-         230.21  (meters)          (07/29/02) GPS OBS
 DH2724  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DH2724
 DH2724  HORZ ORDER  -  FIRST
 DH2724  ELLP ORDER  -  FOURTH    CLASS I
 DH2724
 DH2724.The horizontal coordinates were established by GPS observations
 DH2724.and adjusted by the National Geodetic Survey in December 1992..
 DH2724
 DH2724.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2724
 DH2724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2724
 DH2724.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2724
 DH2724.The ellipsoidal height was determined by GPS observations
 DH2724.and is referenced to NAD 83.
 DH2724
 DH2724.The geoid height was determined by GEOID03.
 DH2724
 DH2724;                    North         East     Units Scale Factor Converg.
 DH2724;SPC AL W     -   443,395.352   656,474.150   MT  0.99997263   +0 20 30.6
 DH2724;UTM  16      - 3,761,870.074   510,279.584   MT  0.99960130   +0 03 44.1
 DH2724
 DH2724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2724!SPC AL W     -   0.99996386  x   0.99997263  =   0.99993649
 DH2724!UTM  16      -   0.99996386  x   0.99960130  =   0.99956518
 DH2724
 DH2724                          SUPERSEDED SURVEY CONTROL
 DH2724
 DH2724  ELLIP H (12/04/92)  230.26   (m)                       GP(       ) 4 1
 DH2724  NAD 83(1986)-  33 59 50.54389(N)    086 53 19.28255(W) AD(       ) 1
 DH2724  NGVD 29 (12/04/92)  258.5    (m)          848.     (f) GPS OBS        
 DH2724
 DH2724.Superseded values are not recommended for survey control.
 DH2724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2724.See file dsdata.txt to determine how the superseded data were derived.
 DH2724
 DH2724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1028061870(NAD 83)
 DH2724_MARKER: DD = SURVEY DISK
 DH2724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2724_SP_SET: CONCRETE POST
 DH2724_STAMPING: 22 - 9 1989
 DH2724_MARK LOGO: ALHD  
 DH2724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2724+STABILITY: SURFACE MOTION
 DH2724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2724+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1990
 DH2724
 DH2724  HISTORY     - Date     Condition        Report By
 DH2724  HISTORY     - 1989     MONUMENTED       ALHD
 DH2724  HISTORY     - 19900303 GOOD             ALHD
 DH2724  HISTORY     - 20060425 MARK NOT FOUND   GEOCAC
 DH2724
 DH2724                          STATION DESCRIPTION
 DH2724
 DH2724'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2724'THE STATION IS LOCATED IN CULLMAN COUNTY ON PROPERTY OF MR. JAMES C.
 DH2724'SCOTT, ABOUT 12.6 MI (20.3 KM) SOUTH - SOUTHWEST OF CULLMAN AND ABOUT
 DH2724'8.1 MI (13.0 KM) SOUTHWEST OF HANCEVILLE.
 DH2724'TO REACH THE STATION FROM EXIT 299 ON I - 65 SOUTH OF CULLMAN, DRIVE
 DH2724'SOUTHWEST ON ALA 69 2.50 MI (4.02 KM) TO MILE POST 231.70 AND CULLMAN
 DH2724'COUNTY PAVED ROAD NO. 13 LEFT AND RIGHT, TURN LEFT ON CULLMAN COUNTY
 DH2724'ROAD NO. 13 AND DRIVE SOUTHERLY 3.75 MI (6.03 KM) TO A PAVED ROAD
 DH2724'RIGHT AT A SHELTON GROVE BAPTIST CHURCH SIGN, TURN RIGHT AND DRIVE
 DH2724'SOUTH 0.40 MI (0.64 KM) TO A PAVED ROAD LEFT IN FRONT OF SHELTON
 DH2724'GROVE BAPTIST CHURCH, TURN LEFT AND DRIVE SOUTH 0.10 MI (0.16 KM) TO
 DH2724'THE STATION ON THE RIGHT IN A PASTURE.
 DH2724'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 DH2724'6.0 FT (1.8 M) X 7.0 FT (2.1 M) CONCRETE BLOCK BUILDING, 14.0 FT
 DH2724'(4.3 M) WEST OF A TWO STRAND ELECTRIC FENCE, 30.0 FT (9.1 M) WEST OF
 DH2724'THE CENTER OF A PAVED COUNTY ROAD, 60.2 FT (18.3 M) EAST OF A FRAME
 DH2724'BUILDING WITH A RUSTED TIN ROOF AND BRICK SIDING, 2.1 FT (0.6 M) EAST
 DH2724'- SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2724'GROUND.
 DH2724'STATION 22 - 10 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2724
 DH2724                          STATION RECOVERY (2006)
 DH2724
 DH2724'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 DH2724'GRASS IS KNEE HIGH. CONCRETE BLOCK BUILDING IS NO LONGER AT THE SITE.
 DH2724'NO WITNESS POST SEEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2168 ***********************************************************************
 CN2168  DESIGNATION -  222
 CN2168  PID         -  CN2168
 CN2168  STATE/COUNTY-  AL/DALLAS
 CN2168  USGS QUAD   -  TASSO (1987)
 CN2168
 CN2168                         *CURRENT SURVEY CONTROL
 CN2168  ___________________________________________________________________
 CN2168* NAD 83(1986)-  32 14 56.     (N)    087 09 33.     (W)     SCALED    
 CN2168* NAVD 88     -        30.069  (meters)      98.65   (feet)  ADJUSTED  
 CN2168  ___________________________________________________________________
 CN2168  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CN2168  DYNAMIC HT  -          30.035 (meters)      98.54  (feet)  COMP
 CN2168  MODELED GRAV-     979,511.4   (mgal)                       NAVD 88
 CN2168
 CN2168  VERT ORDER  -  SECOND    CLASS 0
 CN2168
 CN2168.The horizontal coordinates were scaled from a topographic map and have
 CN2168.an estimated accuracy of +/- 6 seconds.
 CN2168
 CN2168.The orthometric height was determined by differential leveling
 CN2168.and adjusted by the National Geodetic Survey in June 1991..
 CN2168
 CN2168.The geoid height was determined by GEOID03.
 CN2168
 CN2168.The dynamic height is computed by dividing the NAVD 88
 CN2168.geopotential number by the normal gravity value computed on the
 CN2168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2168.degrees latitude (g = 980.6199 gals.).
 CN2168
 CN2168.The modeled gravity was interpolated from observed gravity values.
 CN2168
 CN2168;                    North         East    Units  Estimated Accuracy
 CN2168;SPC AL W     -   249,370.      632,120.      MT  (+/- 180 meters Scaled)
 CN2168
 CN2168                          SUPERSEDED SURVEY CONTROL
 CN2168
 CN2168  NGVD 29 (??/??/92)   30.026  (m)           98.51   (f) ADJ UNCH    2 0
 CN2168
 CN2168.Superseded values are not recommended for survey control.
 CN2168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2168.See file dsdata.txt to determine how the superseded data were derived.
 CN2168
 CN2168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA850680(NAD 83)
 CN2168_MARKER: DD = SURVEY DISK
 CN2168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2168_STAMPING: 222 1930
 CN2168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2168+STABILITY: SURFACE MOTION
 CN2168
 CN2168  HISTORY     - Date     Condition        Report By
 CN2168  HISTORY     - 1930     MONUMENTED       USE
 CN2168  HISTORY     - 1950     GOOD             NGS
 CN2168
 CN2168                          STATION DESCRIPTION
 CN2168
 CN2168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2168'11.25 MI W FROM BERLIN.
 CN2168'ABOUT 1.05 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE RAILROAD
 CN2168'CROSSING IN BERLIN, THENCE 5.25 MILES SOUTHWEST AND WEST ALONG ROADS,
 CN2168'THENCE 4.95 MILES WEST-NORTHWEST, WEST, SOUTH, EAST, SOUTH AND WEST
 CN2168'ALONG DIM ROADS.  LOCATED ON THE EAST BANK OF THE ALABAMA RIVER, ABOUT
 CN2168'0.1 MILE WEST OF A TENANT HOUSE, ON THE SUMMIT OF A NARROW RIDGE
 CN2168'RAISING TO THE NORTH FROM THE MOUTH OF A SMALL STREAM WHICH FLOWS INTO
 CN2168'THE RIVER, ABOUT 100 FEET EAST OF THE EAST BANK OF THE RIVER, 43 FEET
 CN2168'SOUTH OF A 24-INCH WATER OAK, 32 FEET SOUTHEAST OF AN 8-INCH BLUE GUM,
 CN2168'31 FEET NORTH OF A 10-INCH WHITE OAK, 16 FEET NORTHWEST OF A 10-INCH
 CN2168'CYPRESS TREE (ALL REFERENCE TREES MARKED WITH TRIANGULAR BLAZES), AND
 CN2168'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2514 ***********************************************************************
 BG2514  DESIGNATION -  224
 BG2514  PID         -  BG2514
 BG2514  STATE/COUNTY-  AL/BALDWIN
 BG2514  USGS QUAD   -  ROBERTSDALE (1985)
 BG2514
 BG2514                         *CURRENT SURVEY CONTROL
 BG2514  ___________________________________________________________________
 BG2514* NAD 83(1986)-  30 33 49.     (N)    087 42 00.     (W)     SCALED    
 BG2514* NAVD 88     -        41.296  (meters)     135.49   (feet)  ADJUSTED  
 BG2514  ___________________________________________________________________
 BG2514  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BG2514  DYNAMIC HT  -          41.242 (meters)     135.31  (feet)  COMP
 BG2514  MODELED GRAV-     979,338.3   (mgal)                       NAVD 88
 BG2514
 BG2514  VERT ORDER  -  FIRST     CLASS I
 BG2514
 BG2514.The horizontal coordinates were scaled from a topographic map and have
 BG2514.an estimated accuracy of +/- 6 seconds.
 BG2514
 BG2514.The orthometric height was determined by differential leveling
 BG2514.and adjusted by the National Geodetic Survey in June 1991..
 BG2514
 BG2514.The geoid height was determined by GEOID03.
 BG2514
 BG2514.The dynamic height is computed by dividing the NAVD 88
 BG2514.geopotential number by the normal gravity value computed on the
 BG2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2514.degrees latitude (g = 980.6199 gals.).
 BG2514
 BG2514.The modeled gravity was interpolated from observed gravity values.
 BG2514
 BG2514;                    North         East    Units  Estimated Accuracy
 BG2514;SPC AL W     -    62,490.      580,810.      MT  (+/- 180 meters Scaled)
 BG2514
 BG2514                          SUPERSEDED SURVEY CONTROL
 BG2514
 BG2514  NGVD 29 (??/??/??)   41.245  (m)          135.32   (f) ADJUSTED    1 1
 BG2514
 BG2514.Superseded values are not recommended for survey control.
 BG2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2514.See file dsdata.txt to determine how the superseded data were derived.
 BG2514
 BG2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU328814(NAD 83)
 BG2514_MARKER: DD = SURVEY DISK
 BG2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2514_STAMPING: 224 224
 BG2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2514+STABILITY: SURFACE MOTION
 BG2514
 BG2514  HISTORY     - Date     Condition        Report By
 BG2514  HISTORY     - UNK      MONUMENTED       ALGS
 BG2514  HISTORY     - 1968     GOOD             NGS
 BG2514  HISTORY     - 1987     GOOD             USPSQD
 BG2514  HISTORY     - 19960228 MARK NOT FOUND   NGS
 BG2514
 BG2514                          STATION DESCRIPTION
 BG2514
 BG2514'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG2514'0.8 MI E FROM ROBERTSDALE.
 BG2514'0.85 MILE EAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE AND
 BG2514'NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, AT THE NORTHWEST
 BG2514'ANGLE OF THE INTERSECTION OF A BLACKTOP ROAD, 360.0 FEET WEST OF
 BG2514'BENCH MARK J 436, 27.0 FEET NORTHWEST OF THE CENTER OF THE
 BG2514'INTERSECTION, 20.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BG2514'17.0 FEET WEST OF THE CENTER LINE OF THE BLACKTOP ROAD, 8.7 FEET
 BG2514'EAST SOUTHEAST OF A GAS LINE MARKER POST, ABOUT LEVEL WITH THE
 BG2514'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 BG2514'THE GROUND.  IN SECT. 31, T 5 S, R 4 E.
 BG2514
 BG2514                          STATION RECOVERY (1987)
 BG2514
 BG2514'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2514'RECOVERED IN GOOD CONDITION.
 BG2514
 BG2514                          STATION RECOVERY (1996)
 BG2514
 BG2514'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BG2514'THE MONUMENT WAS FOUND WITH THE DISK MISSING.  ASSUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0385 ***********************************************************************
 CO0385  DESIGNATION -  228
 CO0385  PID         -  CO0385
 CO0385  STATE/COUNTY-  AL/CHOCTAW
 CO0385  USGS QUAD   -  LAND (1974)
 CO0385
 CO0385                         *CURRENT SURVEY CONTROL
 CO0385  ___________________________________________________________________
 CO0385* NAD 83(1986)-  32 06 47.     (N)    088 18 27.     (W)     SCALED    
 CO0385* NAVD 88     -        69.527  (meters)     228.11   (feet)  ADJUSTED  
 CO0385  ___________________________________________________________________
 CO0385  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CO0385  DYNAMIC HT  -          69.446 (meters)     227.84  (feet)  COMP
 CO0385  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 CO0385
 CO0385  VERT ORDER  -  SECOND    CLASS 0
 CO0385
 CO0385.The horizontal coordinates were scaled from a topographic map and have
 CO0385.an estimated accuracy of +/- 6 seconds.
 CO0385
 CO0385.The orthometric height was determined by differential leveling
 CO0385.and adjusted by the National Geodetic Survey in June 1991..
 CO0385
 CO0385.The geoid height was determined by GEOID03.
 CO0385
 CO0385.The dynamic height is computed by dividing the NAVD 88
 CO0385.geopotential number by the normal gravity value computed on the
 CO0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0385.degrees latitude (g = 980.6199 gals.).
 CO0385
 CO0385.The modeled gravity was interpolated from observed gravity values.
 CO0385
 CO0385;                    North         East    Units  Estimated Accuracy
 CO0385;SPC AL W     -   234,550.      523,800.      MT  (+/- 180 meters Scaled)
 CO0385
 CO0385                          SUPERSEDED SURVEY CONTROL
 CO0385
 CO0385  NGVD 29 (??/??/92)   69.512  (m)          228.06   (f) ADJ UNCH    2 0
 CO0385
 CO0385.Superseded values are not recommended for survey control.
 CO0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0385.See file dsdata.txt to determine how the superseded data were derived.
 CO0385
 CO0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA766537(NAD 83)
 CO0385_MARKER: B = BOLT
 CO0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0385+STABILITY: SURFACE MOTION
 CO0385
 CO0385  HISTORY     - Date     Condition        Report By
 CO0385  HISTORY     - UNK      MONUMENTED       ALHD
 CO0385  HISTORY     - 1935     GOOD             NGS
 CO0385
 CO0385                          STATION DESCRIPTION
 CO0385
 CO0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0385'1.6 MI E FROM RIDERWOOD.
 CO0385'1.6 MILES EAST OF ALA. TENN. AND NORTHERN RR STATION AT RIDERWOOD 35
 CO0385'FEET SOUTHEAST OF CENTERLINE OF STATE HIGHWAY 10, 10 FEET EAST OF
 CO0385'ANCHOR POLE TO POLE NO. 34 OF ALABAMA POWER AND LIGHT COMPANY, AT
 CO0385'SUMMIT OF HILL.  TOP OF BOLT SET IN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2058 ***********************************************************************
 DH2058  DESIGNATION -  229.72
 DH2058  PID         -  DH2058
 DH2058  STATE/COUNTY-  AL/TUSCALOOSA
 DH2058  USGS QUAD   -  LAKE LURLEEN (1982)
 DH2058
 DH2058                         *CURRENT SURVEY CONTROL
 DH2058  ___________________________________________________________________
 DH2058* NAD 83(1986)-  33 15 09.     (N)    087 42 00.     (W)     SCALED    
 DH2058* NAVD 88     -        70.100  (meters)     229.99   (feet)  ADJUSTED  
 DH2058  ___________________________________________________________________
 DH2058  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH2058  DYNAMIC HT  -          70.024 (meters)     229.74  (feet)  COMP
 DH2058  MODELED GRAV-     979,553.3   (mgal)                       NAVD 88
 DH2058
 DH2058  VERT ORDER  -  SECOND    CLASS 0
 DH2058
 DH2058.The horizontal coordinates were scaled from a topographic map and have
 DH2058.an estimated accuracy of +/- 6 seconds.
 DH2058
 DH2058.The orthometric height was determined by differential leveling
 DH2058.and adjusted by the National Geodetic Survey in June 1991..
 DH2058
 DH2058.The geoid height was determined by GEOID03.
 DH2058
 DH2058.The dynamic height is computed by dividing the NAVD 88
 DH2058.geopotential number by the normal gravity value computed on the
 DH2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2058.degrees latitude (g = 980.6199 gals.).
 DH2058
 DH2058.The modeled gravity was interpolated from observed gravity values.
 DH2058
 DH2058;                    North         East    Units  Estimated Accuracy
 DH2058;SPC AL W     -   360,630.      581,360.      MT  (+/- 180 meters Scaled)
 DH2058
 DH2058                          SUPERSEDED SURVEY CONTROL
 DH2058
 DH2058  NGVD 29 (??/??/92)   70.044  (m)          229.80   (f) ADJ UNCH    2 0
 DH2058
 DH2058.Superseded values are not recommended for survey control.
 DH2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2058.See file dsdata.txt to determine how the superseded data were derived.
 DH2058
 DH2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB347794(NAD 83)
 DH2058_MARKER: X = CHISELED CROSS
 DH2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2058+STABILITY: SURFACE MOTION
 DH2058
 DH2058  HISTORY     - Date     Condition        Report By
 DH2058  HISTORY     - UNK      MONUMENTED       USGS
 DH2058  HISTORY     - 1935     GOOD             NGS
 DH2058
 DH2058                          STATION DESCRIPTION
 DH2058
 DH2058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH2058'1.1 MI W FROM COKER.
 DH2058'ALONG THE MOBILE AND OHIO RAILROAD, 830 FEET EAST OF MILEPOST 65, 250
 DH2058'FEET WEST OF A STATION MILESIGN, 50 FEET NORTH OF THE CENTERLINE OF
 DH2058'THE TRACK, IN TOP OF A CONCRETE POST MARKING RAILROAD NORTH
 DH2058'RIGHT-OF-WAY, NORTHEAST PART OF THE CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1786 ***********************************************************************
 DG1786  DESIGNATION -  23
 DG1786  PID         -  DG1786
 DG1786  STATE/COUNTY-  AL/CALHOUN
 DG1786  USGS QUAD   -  PIEDMONT (1983)
 DG1786
 DG1786                         *CURRENT SURVEY CONTROL
 DG1786  ___________________________________________________________________
 DG1786* NAD 83(1992)-  33 55 19.37521(N)    085 36 58.21042(W)     ADJUSTED  
 DG1786* NAVD 88     -       215.227  (meters)     706.12   (feet)  ADJUSTED  
 DG1786  ___________________________________________________________________
 DG1786  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DG1786  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG1786  DYNAMIC HT  -         215.001 (meters)     705.38  (feet)  COMP
 DG1786  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 DG1786
 DG1786  HORZ ORDER  -  THIRD
 DG1786  VERT ORDER  -  FIRST     CLASS II
 DG1786
 DG1786.The horizontal coordinates were established by classical geodetic methods
 DG1786.and adjusted by the National Geodetic Survey in December 1992..
 DG1786
 DG1786.The orthometric height was determined by differential leveling
 DG1786.and adjusted by the National Geodetic Survey in June 1991..
 DG1786.WARNING-Repeat measurements at this control monument indicate possible
 DG1786.vertical movement.
 DG1786
 DG1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG1786
 DG1786.The geoid height was determined by GEOID03.
 DG1786
 DG1786.The dynamic height is computed by dividing the NAVD 88
 DG1786.geopotential number by the normal gravity value computed on the
 DG1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1786.degrees latitude (g = 980.6199 gals.).
 DG1786
 DG1786.The modeled gravity was interpolated from observed gravity values.
 DG1786
 DG1786;                    North         East     Units Scale Factor Converg.
 DG1786;SPC AL E     -   379,479.274   220,080.151   MT  0.99996497   +0 07 16.3
 DG1786;UTM  16      - 3,754,375.102   627,915.084   MT  0.99980171   +0 46 20.5
 DG1786
 DG1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG1786!SPC AL E     -   0.99997073  x   0.99996497  =   0.99993571
 DG1786!UTM  16      -   0.99997073  x   0.99980171  =   0.99977245
 DG1786
 DG1786:                Primary Azimuth Mark                     Grid Az
 DG1786:SPC AL E     -  PIEDMONT AZ MK                           268 34 20.0
 DG1786:UTM  16      -  PIEDMONT AZ MK                           267 55 15.8
 DG1786
 DG1786|---------------------------------------------------------------------|
 DG1786| PID    Reference Object                     Distance      Geod. Az  |
 DG1786|                                                           dddmmss.s |
 DG1786| DG1787 PIEDMONT AZ MK                      408.586 METERS 2684136.3 |
 DG1786|---------------------------------------------------------------------|
 DG1786
 DG1786                          SUPERSEDED SURVEY CONTROL
 DG1786
 DG1786  NAD 83(1986)-  33 55 19.38485(N)    085 36 58.21853(W) AD(       ) 3
 DG1786  NAD 83(1986)-  33 55 19.37645(N)    085 36 58.20490(W) AD(       ) 2
 DG1786  NAD 27      -  33 55 19.01100(N)    085 36 58.33800(W) AD(       ) 2
 DG1786
 DG1786.Superseded values are not recommended for survey control.
 DG1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1786.See file dsdata.txt to determine how the superseded data were derived.
 DG1786
 DG1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2791554375(NAD 83)
 DG1786_MARKER: DD = SURVEY DISK
 DG1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1786_STAMPING: NO 23 1934 ALA
 DG1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1786+STABILITY: SURFACE MOTION
 DG1786
 DG1786  HISTORY     - Date     Condition        Report By
 DG1786  HISTORY     - 1941     MONUMENTED       USGS
 DG1786  HISTORY     - 1948     GOOD             NGS
 DG1786  HISTORY     - 1962     MARK NOT FOUND   CGS
 DG1786  HISTORY     - 1980     GOOD             NGS
 DG1786
 DG1786                          STATION DESCRIPTION
 DG1786
 DG1786'DESCRIBED BY US GEOLOGICAL SURVEY 1941 (GWL)
 DG1786'THIS IS A TRAVERSE STATION LOCATED BY DISTANCE AND DIRECTION
 DG1786'FROM STATION PIEDMONT.
 DG1786'
 DG1786'U.S. GEOLOGICAL SURVEY MARK NO. 23 IS ABOUT 0.7 MILE S OF
 DG1786'TRIANGULATION STATION PIEDMONT ON PROPERTY OWNED BY THE RAILROAD.
 DG1786'IT IS 9.0 FEET S OF THE S RAIL TO THE MAIN LINE TRACKS, 150 FEET W
 DG1786'OF A RAILROAD TRESTLE, AND 200 FEET N OF STATE HIGHWAY 11.
 DG1786'
 DG1786'TO REACH FROM THE FIRST TRAFFIC LIGHT ON STATE HIGHWAY 11 IN THE S
 DG1786'SIDE OF TOWN, GO S ON STATE HIGHWAY 11 FOR 0.15 MILE TO A
 DG1786'DRIVEWAY BETWEEN TWO BROWN PAINTED HOUSES ON THE RIGHT, TURN
 DG1786'RIGHT INTO THE DRIVEWAY AND GO 200 FEET TO THE RAILROAD TRACKS
 DG1786'AND THE MARK.  IT IS A STANDARD U.S. GEOLOGICAL SURVEY BENCH
 DG1786'MARK DISK SET IN 6- BY 6-INCH CONCRETE POST AND PROJECTS 4
 DG1786'INCHES ABOVE THE GROUND.
 DG1786
 DG1786                          STATION RECOVERY (1948)
 DG1786
 DG1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DG1786'AT PIEDMONT.
 DG1786'AT PIEDMONT, ALONG THE SEABOARD AIRLINE RAILWAY, ABOUT 0.25 MILE
 DG1786'WEST OF THE STATION, 75 FEET WEST OF THE WEST END OF TRESTLE NO.
 DG1786'655.4, 10 RAILS EAST OF THE CENTER OF THE CROSSING OF FIFTH AVENUE,
 DG1786'9 FEET SOUTH OF THE SOUTH RAIL, 19.5 FEET NORTHEAST OF A TELEGRAPH
 DG1786'POLE, ABOUT IN LINE WITH THE PROLONGED CENTER LINE OF ANNISTON
 DG1786'AVENUE LEADING SOUTH, 1 FOOT WEST OF A WHITE WOODEN WITNESS POST,
 DG1786'1/2 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 DG1786'PROJECTING 1 INCH.
 DG1786
 DG1786                          STATION RECOVERY (1962)
 DG1786
 DG1786'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AKH)
 DG1786'THE MARK WAS SEARCHED FOR ON 4-12-62 AND WAS NOT FOUND AT THIS
 DG1786'DATE.  NO EVIDENCE OF THE MARK WAS FOUND.
 DG1786
 DG1786                          STATION RECOVERY (1980)
 DG1786
 DG1786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DG1786'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2362 ***********************************************************************
 BT2362  DESIGNATION -  23 1
 BT2362  PID         -  BT2362
 BT2362  STATE/COUNTY-  AL/DALE
 BT2362  USGS QUAD   -  OZARK (1981)
 BT2362
 BT2362                         *CURRENT SURVEY CONTROL
 BT2362  ___________________________________________________________________
 BT2362* NAD 83(1992)-  31 26 53.09564(N)    085 39 25.11402(W)     ADJUSTED  
 BT2362* NAVD 88     -       117.0    (meters)     384.     (feet)  GPS OBS   
 BT2362  ___________________________________________________________________
 BT2362  X           -     412,435.809 (meters)                     COMP
 BT2362  Y           -  -5,430,676.025 (meters)                     COMP
 BT2362  Z           -   3,308,424.626 (meters)                     COMP
 BT2362  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BT2362  ELLIP HEIGHT-          90.51  (meters)          (07/29/02) GPS OBS
 BT2362  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BT2362
 BT2362  HORZ ORDER  -  FIRST
 BT2362  ELLP ORDER  -  FOURTH    CLASS I
 BT2362
 BT2362.The horizontal coordinates were established by GPS observations
 BT2362.and adjusted by the National Geodetic Survey in December 1992..
 BT2362
 BT2362.The orthometric height was determined by GPS observations and a
 BT2362.high-resolution geoid model.
 BT2362
 BT2362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2362
 BT2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2362
 BT2362.The ellipsoidal height was determined by GPS observations
 BT2362.and is referenced to NAD 83.
 BT2362
 BT2362.The geoid height was determined by GEOID03.
 BT2362
 BT2362;                    North         East     Units Scale Factor Converg.
 BT2362;SPC AL E     -   105,122.201   216,762.938   MT  0.99996346   +0 05 31.2
 BT2362;UTM  16      - 3,480,042.830   627,615.139   MT  0.99980087   +0 42 02.8
 BT2362
 BT2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2362!SPC AL E     -   0.99998579  x   0.99996346  =   0.99994925
 BT2362!UTM  16      -   0.99998579  x   0.99980087  =   0.99978666
 BT2362
 BT2362:                Primary Azimuth Mark                     Grid Az
 BT2362:SPC AL E     -  G 456                                    041 52 06.5
 BT2362:UTM  16      -  G 456                                    041 15 34.9
 BT2362
 BT2362|---------------------------------------------------------------------|
 BT2362| PID    Reference Object                     Distance      Geod. Az  |
 BT2362|                                                           dddmmss.s |
 BT2362| BT1448 G 456                               APPROX. 0.6 KM 0415737.7 |
 BT2362|---------------------------------------------------------------------|
 BT2362
 BT2362                          SUPERSEDED SURVEY CONTROL
 BT2362
 BT2362  ELLIP H (12/04/92)   90.44   (m)                       GP(       ) 4 1
 BT2362  NAD 83(1986)-  31 26 53.10741(N)    085 39 25.11939(W) AD(       ) 1
 BT2362  NGVD 29 (12/04/92)  117.0    (m)          384.     (f) GPS OBS        
 BT2362
 BT2362.Superseded values are not recommended for survey control.
 BT2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2362.See file dsdata.txt to determine how the superseded data were derived.
 BT2362
 BT2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2761580043(NAD 83)
 BT2362_MARKER: DD = SURVEY DISK
 BT2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2362_SP_SET: CONCRETE POST
 BT2362_STAMPING: 23-1 1991
 BT2362_MARK LOGO: ALHD  
 BT2362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2362+STABILITY: SURFACE MOTION
 BT2362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2362+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2362
 BT2362  HISTORY     - Date     Condition        Report By
 BT2362  HISTORY     - 1991     MONUMENTED       ALHD
 BT2362
 BT2362                          STATION DESCRIPTION
 BT2362
 BT2362'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2362'THE STATION IS LOCATED IN DALE COUNTY ON PROPERTY OWNED BY THE
 BT2362'SHEFFIELD OIL COMPANY IN OZARK.
 BT2362'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE U.S. 231 AND
 BT2362'ALA 249 INTERSECTION (MILE POST 5.20 ON ALA 249 AND MILE POST 43.95
 BT2362'ON U.S. 231) IN OZARK.
 BT2362'THE STATION IS 36.3 FT (11.1 M) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 BT2362'RAISED CONCRETE WALK AROUND A HARDEES PARKING LOT, 37.0 FT (11.3 M)
 BT2362'EAST OF THE EAST CONCRETE CURB OF A PAVED DRIVEWAY FROM A UNION 76
 BT2362'SERVICE STATION TO ALA 249, 39.0 FT (11.9 M) NORTHWEST OF THE
 BT2362'NORTHEAST CORNER OF THE PAVED PARKING LOT BEHIND THE UNION 76 SERVICE
 BT2362'STATION, 45.3 FT (13.8 M) WEST-NORTHWEST OF THE NORTHWEST ONE OF TWO
 BT2362'OUTDOOR TELEPHONES, 77.5 FT (23.6 M) SOUTH OF A STEEL LIGHT POLE AT
 BT2362'THE NORTHWEST CORNER OF THE HARDEES PARKING LOT, 83.7 FT (25.5 M)
 BT2362'EAST-NORTHEAST OF THE SHORT UNION 76 SIGN, 81.8 FT (24.9 M) WEST OF
 BT2362'TRANSFORMER POWER POLE NO. 1603, 86.5 FT (26.4 M) NORTH-NORTHWEST OF
 BT2362'THE NORTHEAST CORNER OF THE UNION 76 SERVICE STATION BUILDING, 123.9
 BT2362'FT (37.8 M) NORTH-NORTHEAST OF THE LARGE UNION 76 SIGN, 125.0 FT
 BT2362'(38.1 M) SOUTHEAST OF THE CENTERLINE OF ALA 149, 199.0 FT (60.7 M)
 BT2362'NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF U.S. 231, AND
 BT2362'SET FLUSH WITH THE GROUND.
 BT2362'BENCH MARK G 456 1981 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2363 ***********************************************************************
 BT2363  DESIGNATION -  23 10
 BT2363  PID         -  BT2363
 BT2363  STATE/COUNTY-  AL/DALE
 BT2363  USGS QUAD   -  ARITON (1981)
 BT2363
 BT2363                         *CURRENT SURVEY CONTROL
 BT2363  ___________________________________________________________________
 BT2363* NAD 83(1992)-  31 31 08.88746(N)    085 42 39.71004(W)     ADJUSTED  
 BT2363* NAVD 88     -       115.8    (meters)     380.     (feet)  GPS OBS   
 BT2363  ___________________________________________________________________
 BT2363  X           -     407,004.398 (meters)                     COMP
 BT2363  Y           -  -5,426,958.857 (meters)                     COMP
 BT2363  Z           -   3,315,142.658 (meters)                     COMP
 BT2363  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BT2363  ELLIP HEIGHT-          89.48  (meters)          (07/29/02) GPS OBS
 BT2363  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BT2363
 BT2363  HORZ ORDER  -  FIRST
 BT2363  ELLP ORDER  -  FOURTH    CLASS I
 BT2363
 BT2363.The horizontal coordinates were established by GPS observations
 BT2363.and adjusted by the National Geodetic Survey in December 1992..
 BT2363
 BT2363.The orthometric height was determined by GPS observations and a
 BT2363.high-resolution geoid model.
 BT2363
 BT2363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2363
 BT2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2363
 BT2363.The ellipsoidal height was determined by GPS observations
 BT2363.and is referenced to NAD 83.
 BT2363
 BT2363.The geoid height was determined by GEOID03.
 BT2363
 BT2363;                    North         East     Units Scale Factor Converg.
 BT2363;SPC AL E     -   112,993.140   211,616.219   MT  0.99996166   +0 03 50.2
 BT2363;UTM  16      - 3,487,857.259   622,385.887   MT  0.99978474   +0 40 26.2
 BT2363
 BT2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2363!SPC AL E     -   0.99998595  x   0.99996166  =   0.99994761
 BT2363!UTM  16      -   0.99998595  x   0.99978474  =   0.99977069
 BT2363
 BT2363                          SUPERSEDED SURVEY CONTROL
 BT2363
 BT2363  ELLIP H (12/04/92)   89.44   (m)                       GP(       ) 4 1
 BT2363  NAD 83(1986)-  31 31 08.89919(N)    085 42 39.71521(W) AD(       ) 1
 BT2363  NGVD 29 (12/04/92)  115.8    (m)          380.     (f) GPS OBS        
 BT2363
 BT2363.Superseded values are not recommended for survey control.
 BT2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2363.See file dsdata.txt to determine how the superseded data were derived.
 BT2363
 BT2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2238687857(NAD 83)
 BT2363_MARKER: DD = SURVEY DISK
 BT2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2363_SP_SET: CONCRETE POST
 BT2363_STAMPING: 23-10 1991
 BT2363_MARK LOGO: ALHD  
 BT2363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2363+STABILITY: SURFACE MOTION
 BT2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2363+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2363
 BT2363  HISTORY     - Date     Condition        Report By
 BT2363  HISTORY     - 1991     MONUMENTED       ALHD
 BT2363
 BT2363                          STATION DESCRIPTION
 BT2363
 BT2363'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2363'THE STATION IS LOCATED IN DALE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 BT2363'U.S. 231, ABOUT 5.60 MI (9.01 KM) SOUTH OF ARITON AND ABOUT 5.90 MI
 BT2363'(9.49 KM) NORTHWEST OF OZARK.
 BT2363'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 249 (MILE
 BT2363'POST 43.95 ON U.S. 231) IN OZARK, DRIVE NORTH ON U.S. 231 FOR 5.95 MI
 BT2363'(9.58 KM) TO MILE POST 49.80 AND THE STATION ON THE RIGHT.
 BT2363'THE STATION IS 54.2 FT (16.5 M) NORTHEAST OF THE CENTERLINE OF THE
 BT2363'NORTH BOUND LANES OF U.S. 231, 89.4 FT (27.2 M) NORTHWEST OF A GTE
 BT2363'BURIED CABLE WARNING SIGN, 2.2 FT (0.7 M) SOUTHWEST OF A CARSONITE
 BT2363'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2363'BENCH MARK E 457 1981 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2653 ***********************************************************************
 AA2653  DESIGNATION -  23 11
 AA2653  PID         -  AA2653
 AA2653  STATE/COUNTY-  AL/DALE
 AA2653  USGS QUAD   -  SKIPPERVILLE (1969)
 AA2653
 AA2653                         *CURRENT SURVEY CONTROL
 AA2653  ___________________________________________________________________
 AA2653* NAD 83(1992)-  31 34 44.48324(N)    085 36 29.43428(W)     ADJUSTED  
 AA2653* NAVD 88     -       138.1    (meters)     453.     (feet)  VERTCON   
 AA2653  ___________________________________________________________________
 AA2653  X           -     416,481.325 (meters)                     COMP
 AA2653  Y           -  -5,422,774.220 (meters)                     COMP
 AA2653  Z           -   3,320,813.238 (meters)                     COMP
 AA2653  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA2653  ELLIP HEIGHT-         111.82  (meters)          (07/29/02) GPS OBS
 AA2653  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 AA2653
 AA2653  HORZ ORDER  -  FIRST
 AA2653  ELLP ORDER  -  FOURTH    CLASS I
 AA2653
 AA2653.The horizontal coordinates were established by GPS observations
 AA2653.and adjusted by the National Geodetic Survey in November 1994..
 AA2653
 AA2653.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2653.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2653
 AA2653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2653
 AA2653.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2653
 AA2653.The ellipsoidal height was determined by GPS observations
 AA2653.and is referenced to NAD 83.
 AA2653
 AA2653.The geoid height was determined by GEOID03.
 AA2653
 AA2653;                    North         East     Units Scale Factor Converg.
 AA2653;SPC AL E     -   119,648.671   221,371.611   MT  0.99996563   +0 07 04.5
 AA2653;UTM  16      - 3,494,615.254   632,068.221   MT  0.99981512   +0 43 44.3
 AA2653
 AA2653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2653!SPC AL E     -   0.99998244  x   0.99996563  =   0.99994807
 AA2653!UTM  16      -   0.99998244  x   0.99981512  =   0.99979757
 AA2653
 AA2653                          SUPERSEDED SURVEY CONTROL
 AA2653
 AA2653  ELLIP H (11/30/94)  111.80   (m)                       GP(       ) 4 1
 AA2653  NGVD 29 (11/30/94)  138.2    (m)          453.     (f) GPS OBS        
 AA2653
 AA2653.Superseded values are not recommended for survey control.
 AA2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2653.See file dsdata.txt to determine how the superseded data were derived.
 AA2653
 AA2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3206894615(NAD 83)
 AA2653_MARKER: DD = SURVEY DISK
 AA2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2653_SP_SET: CONCRETE POST
 AA2653_STAMPING: 23-11 1993
 AA2653_MARK LOGO: ALHD  
 AA2653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2653+STABILITY: SURFACE MOTION
 AA2653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2653+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2653
 AA2653  HISTORY     - Date     Condition        Report By
 AA2653  HISTORY     - 1993     MONUMENTED       ALHD
 AA2653
 AA2653                          STATION DESCRIPTION
 AA2653
 AA2653'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2653'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2653'DALE COUNTY ROAD NO 19, ABOUT 6.75 MI (10.86 KM) EAST OF ARITON AND
 AA2653'ABOUT 8.40 MI (13.52 KM) NORTH OF OZARK. TO REACH THE STATION FROM THE
 AA2653'JUNCTION OF ALA 123 SOUTH AND ALA 51 NORTH (MILE POST 23.20 ON ALA 51
 AA2653'AND MILE POST 42.45 ON ALA 123) IN ARITON, DRIVE SOUTHEAST ON ALA 123
 AA2653'FOR 3.10 MI (4.99 KM) TO MILE POST 39.35 AND DALE COUNTY ROAD NO. 19
 AA2653'LEFT, TURN LEFT ON DALE COUNTY ROAD NO. 19 AND DRIVE EAST FOR 4.60 MI
 AA2653'(7.40 KM) TO THE STATION ON THE RIGHT. THE STATION IS 32.5 FT (9.9 M)
 AA2653'EAST-SOUTHEAST OF THE CENTERLINE OF DALE COUNTY ROAD NO. 19, 89.4 FT
 AA2653'(27.2 M) NORTHEAST OF A POWER POLE, 1.8 FT (0.5 M) WEST OF A CARSONITE
 AA2653'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 23-12 1993 MAY BE
 AA2653'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2654 ***********************************************************************
 AA2654  DESIGNATION -  23 12
 AA2654  PID         -  AA2654
 AA2654  STATE/COUNTY-  AL/DALE
 AA2654  USGS QUAD   -  SKIPPERVILLE (1969)
 AA2654
 AA2654                         *CURRENT SURVEY CONTROL
 AA2654  ___________________________________________________________________
 AA2654* NAD 83(1992)-  31 34 35.66581(N)    085 35 55.13736(W)     ADJUSTED  
 AA2654* NAVD 88     -       144.1    (meters)     473.     (feet)  VERTCON   
 AA2654  ___________________________________________________________________
 AA2654  X           -     417,394.300 (meters)                     COMP
 AA2654  Y           -  -5,422,851.743 (meters)                     COMP
 AA2654  Z           -   3,320,584.986 (meters)                     COMP
 AA2654  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA2654  ELLIP HEIGHT-         117.77  (meters)          (07/29/02) GPS OBS
 AA2654  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AA2654
 AA2654  HORZ ORDER  -  FIRST
 AA2654  ELLP ORDER  -  FOURTH    CLASS I
 AA2654
 AA2654.The horizontal coordinates were established by GPS observations
 AA2654.and adjusted by the National Geodetic Survey in November 1994..
 AA2654
 AA2654.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2654
 AA2654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2654
 AA2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2654
 AA2654.The ellipsoidal height was determined by GPS observations
 AA2654.and is referenced to NAD 83.
 AA2654
 AA2654.The geoid height was determined by GEOID03.
 AA2654
 AA2654;                    North         East     Units Scale Factor Converg.
 AA2654;SPC AL E     -   119,379.005   222,276.478   MT  0.99996612   +0 07 22.4
 AA2654;UTM  16      - 3,494,355.293   632,975.777   MT  0.99981809   +0 44 02.1
 AA2654
 AA2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2654!SPC AL E     -   0.99998151  x   0.99996612  =   0.99994763
 AA2654!UTM  16      -   0.99998151  x   0.99981809  =   0.99979960
 AA2654
 AA2654                          SUPERSEDED SURVEY CONTROL
 AA2654
 AA2654  ELLIP H (11/30/94)  117.75   (m)                       GP(       ) 4 1
 AA2654  NGVD 29 (11/30/94)  144.1    (m)          473.     (f) GPS OBS        
 AA2654
 AA2654.Superseded values are not recommended for survey control.
 AA2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2654.See file dsdata.txt to determine how the superseded data were derived.
 AA2654
 AA2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3297694355(NAD 83)
 AA2654_MARKER: DD = SURVEY DISK
 AA2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2654_SP_SET: CONCRETE POST
 AA2654_STAMPING: 23-12 1993
 AA2654_MARK LOGO: ALHD  
 AA2654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2654+STABILITY: SURFACE MOTION
 AA2654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2654+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2654
 AA2654  HISTORY     - Date     Condition        Report By
 AA2654  HISTORY     - 1993     MONUMENTED       ALHD
 AA2654
 AA2654                          STATION DESCRIPTION
 AA2654
 AA2654'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2654'THE STATION IS LOCATED IN DALE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA2654'DALE COUNTY ROAD NO. 15, ABOUT 7.30 MI (11.75 KM) EAST OF ARITON AND
 AA2654'ABOUT 8.45 MI (13.60 KM) NORTH OF OZARK. TO REACH THE STATION FROM THE
 AA2654'JUNCTION OF ALA 123 SOUTH AND ALA 51 NORTH (MILE POST 23.20 ON ALA 51
 AA2654'AND MILE POST 42.45 ON ALA 123) IN ARITON, DRIVE SOUTHEAST ON ALA 123
 AA2654'FOR 3.10 MI (4.99 KM) TO MILE POST 39.35 AND DALE COUNTY ROAD NO. 19
 AA2654'LEFT,  TURN LEFT ON DALE COUNTY ROAD NO. 19 AND DRIVE EAST FOR 4.80 MI
 AA2654'(7.72 KM) TO A Y-INTERSECTION WITH DALE COUNTY ROAD NO. 13 LEFT AND
 AA2654'RIGHT, TURN RIGHT ON DALE COUNTY ROAD NO. 13 AND DRIVE EAST 0.15 MI
 AA2654'(0.24 KM) TO A T-INTERSECTION WITH DALE COUNTY ROAD NO. 15 LEFT AND
 AA2654'RIGHT, TURN RIGHT ON DALE COUNTY ROAD NO. 15 AND DRIVE SOUTHEAST FOR
 AA2654'0.45 MI (0.72 KM) TO THE STATION ON THE LEFT IN FRONT OF A CEMETERY.
 AA2654'THE STATION IS 6.2 FT (1.9 M) WEST OF THE NORTH END OF THE SOUTH OF
 AA2654'TWO HEADSTONES WITH THE NAME RICHARDSON ON THEM, 7.2 FT (2.2 M)
 AA2654'SOUTHWEST OF THE SOUTH END OF THE NORTH HEADSTONE WITH RICHARDSON ON
 AA2654'IT, 47.2 FT (14.4 M) NORTHEAST OF THE CENTERLINE OF DALE COUNTY ROAD
 AA2654'NO 15, 69.0 FT (21.0 M) EAST OF A GRAPHIC RIGHT CURVE SIGN, 87.3 FT
 AA2654'(26.6 M) EAST-SOUTHEAST OF THE TOP OF THE SOUTH END OF A SIXTEEN-INCH
 AA2654'CONCRETE PIPE UNDER A DRIVEWAY LEADING INTO THE CEMETERY, 102.0 FT
 AA2654'(31.1 M) EAST-SOUTHEAST OF THE CENTER OF A DRIVEWAY LEADING INTO THE
 AA2654'CEMETERY, 1.7 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA2654'FLUSH WITH THE GROUND. STATION 23-11 1993 MAY BE USED AS AN AZIMUTH
 AA2654'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2655 ***********************************************************************
 AA2655  DESIGNATION -  23 13
 AA2655  PID         -  AA2655
 AA2655  STATE/COUNTY-  AL/DALE
 AA2655  USGS QUAD   -  ARITON (1981)
 AA2655
 AA2655                         *CURRENT SURVEY CONTROL
 AA2655  ___________________________________________________________________
 AA2655* NAD 83(1992)-  31 34 24.88768(N)    085 44 27.69989(W)     ADJUSTED  
 AA2655* NAVD 88     -       161.8    (meters)     531.     (feet)  VERTCON   
 AA2655  ___________________________________________________________________
 AA2655  X           -     403,931.413 (meters)                     COMP
 AA2655  Y           -  -5,424,060.596 (meters)                     COMP
 AA2655  Z           -   3,320,311.430 (meters)                     COMP
 AA2655  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AA2655  ELLIP HEIGHT-         135.47  (meters)          (07/29/02) GPS OBS
 AA2655  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 AA2655
 AA2655  HORZ ORDER  -  FIRST
 AA2655  ELLP ORDER  -  FOURTH    CLASS I
 AA2655
 AA2655.The horizontal coordinates were established by GPS observations
 AA2655.and adjusted by the National Geodetic Survey in November 1994..
 AA2655
 AA2655.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2655
 AA2655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2655
 AA2655.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2655
 AA2655.The ellipsoidal height was determined by GPS observations
 AA2655.and is referenced to NAD 83.
 AA2655
 AA2655.The geoid height was determined by GEOID03.
 AA2655
 AA2655;                    North         East     Units Scale Factor Converg.
 AA2655;SPC AL E     -   119,026.860   208,762.022   MT  0.99996095   +0 02 54.0
 AA2655;UTM  16      - 3,493,859.140   619,468.094   MT  0.99977603   +0 39 33.4
 AA2655
 AA2655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2655!SPC AL E     -   0.99997873  x   0.99996095  =   0.99993968
 AA2655!UTM  16      -   0.99997873  x   0.99977603  =   0.99975476
 AA2655
 AA2655                          SUPERSEDED SURVEY CONTROL
 AA2655
 AA2655  ELLIP H (11/30/94)  135.48   (m)                       GP(       ) 4 1
 AA2655  NGVD 29 (11/30/94)  161.8    (m)          531.     (f) GPS OBS        
 AA2655
 AA2655.Superseded values are not recommended for survey control.
 AA2655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2655.See file dsdata.txt to determine how the superseded data were derived.
 AA2655
 AA2655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1946893859(NAD 83)
 AA2655_MARKER: DD = SURVEY DISK
 AA2655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2655_SP_SET: CONCRETE POST
 AA2655_STAMPING: 23-13 1993
 AA2655_MARK LOGO: ALHD  
 AA2655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2655+STABILITY: SURFACE MOTION
 AA2655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2655+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2655
 AA2655  HISTORY     - Date     Condition        Report By
 AA2655  HISTORY     - 1993     MONUMENTED       ALHD
 AA2655
 AA2655                          STATION DESCRIPTION
 AA2655
 AA2655'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2655'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2655'ALA 51, ABOUT 2.10 MI (3.38 KM) SOUTHWEST OF ARITON AND ABOUT 9.80 MI
 AA2655'(15.77 KM) NORHTWEST OF OZARK. TO REACH THE STATION FROM THE JUNCTION
 AA2655'OF ALA 51 SOUTH AND ALA 123 NORTH (MILE POST 22.75 ON ALA 51 AND MILE
 AA2655'POST 42.90 ON ALA 123) IN ARITON, DRIVE SOUTHWEST ON ALA 51 FOR 2.40
 AA2655'MI (3.86 KM) TO MILE POST 20.35 AND THE STATION ON THE LEFT. THE
 AA2655'STATION IS 30.7 FT (9.4 M) SOUTHEAST OF THE CENTERLINE OF ALA 51, 85.5
 AA2655'FT (26.1 M) SOUTH OF A BARRIER LINE MARKER SIGN ACROSS ALA 51, 92.5 FT
 AA2655'(28.2 M) EAST OF THE NORTHEAST THREE FOOT CABLE GATE POST, 113.6 FT
 AA2655'(34.6 M) EAST-NORTHEAST OF THE SOUTHWEST THREE FOOT CABLE GATE POST
 AA2655'AND THE NORTHEAST END OF A TWO STRAND BARBED WIRE FENCE, 1.7 FT (0.5
 AA2655'M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2655'GROUND. STATION 16-8 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2656 ***********************************************************************
 AA2656  DESIGNATION -  23 14
 AA2656  PID         -  AA2656
 AA2656  STATE/COUNTY-  AL/DALE
 AA2656  USGS QUAD   -  SKIPPERVILLE (1969)
 AA2656
 AA2656                         *CURRENT SURVEY CONTROL
 AA2656  ___________________________________________________________________
 AA2656* NAD 83(1992)-  31 31 18.94981(N)    085 34 03.14477(W)     ADJUSTED  
 AA2656* NAVD 88     -        90.3    (meters)     296.     (feet)  VERTCON   
 AA2656  ___________________________________________________________________
 AA2656  X           -     420,580.064 (meters)                     COMP
 AA2656  Y           -  -5,425,739.279 (meters)                     COMP
 AA2656  Z           -   3,315,393.487 (meters)                     COMP
 AA2656  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA2656  ELLIP HEIGHT-          63.92  (meters)          (07/29/02) GPS OBS
 AA2656  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 AA2656
 AA2656  HORZ ORDER  -  FIRST
 AA2656  ELLP ORDER  -  FOURTH    CLASS I
 AA2656
 AA2656.The horizontal coordinates were established by GPS observations
 AA2656.and adjusted by the National Geodetic Survey in November 1994..
 AA2656
 AA2656.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2656
 AA2656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2656
 AA2656.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2656
 AA2656.The ellipsoidal height was determined by GPS observations
 AA2656.and is referenced to NAD 83.
 AA2656
 AA2656.The geoid height was determined by GEOID03.
 AA2656
 AA2656;                    North         East     Units Scale Factor Converg.
 AA2656;SPC AL E     -   113,327.176   225,244.099   MT  0.99996786   +0 08 20.3
 AA2656;UTM  16      - 3,488,336.295   636,007.281   MT  0.99982815   +0 44 56.5
 AA2656
 AA2656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2656!SPC AL E     -   0.99998996  x   0.99996786  =   0.99995782
 AA2656!UTM  16      -   0.99998996  x   0.99982815  =   0.99981811
 AA2656
 AA2656:                Primary Azimuth Mark                     Grid Az
 AA2656:SPC AL E     -  23 15                                    017 38 31.0
 AA2656:UTM  16      -  23 15                                    017 01 54.8
 AA2656
 AA2656|---------------------------------------------------------------------|
 AA2656| PID    Reference Object                     Distance      Geod. Az  |
 AA2656|                                                           dddmmss.s |
 AA2656| AA2657 23 15                               486.241 METERS 0174651.3 |
 AA2656|---------------------------------------------------------------------|
 AA2656
 AA2656                          SUPERSEDED SURVEY CONTROL
 AA2656
 AA2656  ELLIP H (11/30/94)   63.91   (m)                       GP(       ) 4 1
 AA2656  NGVD 29 (11/30/94)   90.4    (m)          297.     (f) GPS OBS        
 AA2656
 AA2656.Superseded values are not recommended for survey control.
 AA2656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2656.See file dsdata.txt to determine how the superseded data were derived.
 AA2656
 AA2656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3600788336(NAD 83)
 AA2656_MARKER: DD = SURVEY DISK
 AA2656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2656_SP_SET: CONCRETE POST
 AA2656_STAMPING: 23-14 1993
 AA2656_MARK LOGO: ALHD  
 AA2656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2656+STABILITY: SURFACE MOTION
 AA2656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2656+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2656
 AA2656  HISTORY     - Date     Condition        Report By
 AA2656  HISTORY     - 1993     MONUMENTED       ALHD
 AA2656
 AA2656                          STATION DESCRIPTION
 AA2656
 AA2656'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2656'THE STATION IS LOCATED IN DALE COUNTY ON THE WEST RIGHT OF WAY OF ALA
 AA2656'105, ABOUT 10.40 MI (16.74 KM) SOUTHEAST OF ARITON AND ABOUT 6.05 MI
 AA2656'(9.74 KM) NORTHEAST OF OZARK. TO REACH THE STATION FROM THE JUNCTION
 AA2656'OF ALA 105 AND ALA 27 (MILE POST 0.00 ON ALA 105 AND MILE POST 47.40
 AA2656'ON ALA 27) IN OZARK, DRIVE EAST AND NORTHEAST ON ALA 105 FOR 6.00 MI
 AA2656'(9.66 KM) TO MILEPOST 6.00 AND THE STATION ON THE LEFT. THE STATION IS
 AA2656'3.0 FT (0.9 M) EAST-SOUTHEAST OF A DOUBLE HOG WIRE FENCE WITH TWO
 AA2656'STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS, 37.1 FT (11.3 M)
 AA2656'WEST-NORTHWEST OF THE CENTERLINE OF ALA 105, 75.5 FT (23.0 M) NORTH OF
 AA2656'THE NORTH END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A FIELD ROAD
 AA2656'ACROSS ALA 105, 77.9 FT (23.7 M) WEST OF A POWER AND CABLE POLE ACROSS
 AA2656'ALA 105, 92.4 FT (28.2 M) SOUTHWEST OF MILE POST 6, 93.5 FT (28.5 M)
 AA2656'NORTH-NORTHWEST OF THE NORTH END OF A TWENTY-FOUR INCH BY THIRTY-SIX
 AA2656'INCH CONCRETE PIPE UNDER A FIELD ROAD, 3.0 FT (0.9 M) EAST OF A
 AA2656'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 23-15
 AA2656'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2657 ***********************************************************************
 AA2657  DESIGNATION -  23 15
 AA2657  PID         -  AA2657
 AA2657  STATE/COUNTY-  AL/DALE
 AA2657  USGS QUAD   -  SKIPPERVILLE (1969)
 AA2657
 AA2657                         *CURRENT SURVEY CONTROL
 AA2657  ___________________________________________________________________
 AA2657* NAD 83(1992)-  31 31 33.98289(N)    085 33 57.51645(W)     ADJUSTED  
 AA2657* NAVD 88     -        97.9    (meters)     321.     (feet)  VERTCON   
 AA2657  ___________________________________________________________________
 AA2657  X           -     420,709.902 (meters)                     COMP
 AA2657  Y           -  -5,425,492.919 (meters)                     COMP
 AA2657  Z           -   3,315,792.163 (meters)                     COMP
 AA2657  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA2657  ELLIP HEIGHT-          71.55  (meters)          (07/29/02) GPS OBS
 AA2657  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 AA2657
 AA2657  HORZ ORDER  -  FIRST
 AA2657  ELLP ORDER  -  FOURTH    CLASS I
 AA2657
 AA2657.The horizontal coordinates were established by GPS observations
 AA2657.and adjusted by the National Geodetic Survey in November 1994..
 AA2657
 AA2657.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2657
 AA2657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2657
 AA2657.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2657
 AA2657.The ellipsoidal height was determined by GPS observations
 AA2657.and is referenced to NAD 83.
 AA2657
 AA2657.The geoid height was determined by GEOID03.
 AA2657
 AA2657;                    North         East     Units Scale Factor Converg.
 AA2657;SPC AL E     -   113,790.533   225,391.459   MT  0.99996795   +0 08 23.3
 AA2657;UTM  16      - 3,488,801.131   636,149.679   MT  0.99982863   +0 44 59.8
 AA2657
 AA2657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2657!SPC AL E     -   0.99998876  x   0.99996795  =   0.99995672
 AA2657!UTM  16      -   0.99998876  x   0.99982863  =   0.99981740
 AA2657
 AA2657:                Primary Azimuth Mark                     Grid Az
 AA2657:SPC AL E     -  23 14                                    197 38 31.0
 AA2657:UTM  16      -  23 14                                    197 01 54.5
 AA2657
 AA2657|---------------------------------------------------------------------|
 AA2657| PID    Reference Object                     Distance      Geod. Az  |
 AA2657|                                                           dddmmss.s |
 AA2657| AA2656 23 14                               486.241 METERS 1974654.3 |
 AA2657|---------------------------------------------------------------------|
 AA2657
 AA2657                          SUPERSEDED SURVEY CONTROL
 AA2657
 AA2657  ELLIP H (11/30/94)   71.54   (m)                       GP(       ) 4 1
 AA2657  NGVD 29 (11/30/94)   98.0    (m)          322.     (f) GPS OBS        
 AA2657
 AA2657.Superseded values are not recommended for survey control.
 AA2657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2657.See file dsdata.txt to determine how the superseded data were derived.
 AA2657
 AA2657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3615088801(NAD 83)
 AA2657_MARKER: DD = SURVEY DISK
 AA2657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2657_SP_SET: CONCRETE POST
 AA2657_STAMPING: 23-15 1993
 AA2657_MARK LOGO: ALHD  
 AA2657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2657+STABILITY: SURFACE MOTION
 AA2657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2657+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2657
 AA2657  HISTORY     - Date     Condition        Report By
 AA2657  HISTORY     - 1993     MONUMENTED       ALHD
 AA2657
 AA2657                          STATION DESCRIPTION
 AA2657
 AA2657'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2657'THE STATION IS LOCATED IN DALE COUNTY ON THE EAST RIGHT OF WAY OF ALA
 AA2657'105, ABOUT 10.40 MI (16.74 KM) SOUTHEAST OF ARITON AND ABOUT 6.40 MI
 AA2657'(10.30 KM) NORTHEAST OF OZARK. TO REACH THE STATION FROM THE JUNCTION
 AA2657'OF ALA 105 AND ALA 27 (MILE POST 0.00 ON ALA 105 AND MILE POST 47.40
 AA2657'ON AL 27) IN OZARK, DRIVE EAST AND NORTHEAST ON ALA 105 FOR 6.25 MI
 AA2657'(10.06 KM) TO MILE POST 6.25 AND THE STATION ON THE RIGHT. THE STATION
 AA2657'IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED
 AA2657'WIRE ON TREATED WOOD POSTS, 38.7 FT (11.8 M) EAST OF THE CENTERLINE OF
 AA2657'AL 105, 91.3 FT (27.8 M) SOUTH-SOUTHEAST OF THE CENTER OF A FIELD
 AA2657'DRIVEWAY ACROSS THE ROAD, 94.0 FT (28.7 M) SOUTH OF A POWER AND CABLE
 AA2657'POLE, 96.0 FT (29.3 M) NORTH-NORTHEAST OF A POWER AND CABLE POLE, 3.0
 AA2657'FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2657'GROUND. STATION 23-14 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2658 ***********************************************************************
 AA2658  DESIGNATION -  23 16
 AA2658  PID         -  AA2658
 AA2658  STATE/COUNTY-  AL/DALE
 AA2658  USGS QUAD   -  ARITON (1981)
 AA2658
 AA2658                         *CURRENT SURVEY CONTROL
 AA2658  ___________________________________________________________________
 AA2658* NAD 83(1992)-  31 30 52.28595(N)    085 39 03.03388(W)     ADJUSTED  
 AA2658* NAVD 88     -       151.9    (meters)     498.     (feet)  VERTCON   
 AA2658  ___________________________________________________________________
 AA2658  X           -     412,727.661 (meters)                     COMP
 AA2658  Y           -  -5,426,825.484 (meters)                     COMP
 AA2658  Z           -   3,314,725.603 (meters)                     COMP
 AA2658  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AA2658  ELLIP HEIGHT-         125.53  (meters)          (07/29/02) GPS OBS
 AA2658  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AA2658
 AA2658  HORZ ORDER  -  FIRST
 AA2658  ELLP ORDER  -  FOURTH    CLASS I
 AA2658
 AA2658.The horizontal coordinates were established by GPS observations
 AA2658.and adjusted by the National Geodetic Survey in November 1994..
 AA2658
 AA2658.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2658
 AA2658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2658
 AA2658.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2658
 AA2658.The ellipsoidal height was determined by GPS observations
 AA2658.and is referenced to NAD 83.
 AA2658
 AA2658.The geoid height was determined by GEOID03.
 AA2658
 AA2658;                    North         East     Units Scale Factor Converg.
 AA2658;SPC AL E     -   112,489.789   217,333.669   MT  0.99996370   +0 05 43.4
 AA2658;UTM  16      - 3,487,414.878   628,107.404   MT  0.99980242   +0 42 19.2
 AA2658
 AA2658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2658!SPC AL E     -   0.99998029  x   0.99996370  =   0.99994399
 AA2658!UTM  16      -   0.99998029  x   0.99980242  =   0.99978271
 AA2658
 AA2658:                Primary Azimuth Mark                     Grid Az
 AA2658:SPC AL E     -  23 17                                    037 58 09.6
 AA2658:UTM  16      -  23 17                                    037 21 33.8
 AA2658
 AA2658|---------------------------------------------------------------------|
 AA2658| PID    Reference Object                     Distance      Geod. Az  |
 AA2658|                                                           dddmmss.s |
 AA2658| AA2659 23 17                               495.934 METERS 0380353.0 |
 AA2658|---------------------------------------------------------------------|
 AA2658
 AA2658                          SUPERSEDED SURVEY CONTROL
 AA2658
 AA2658  ELLIP H (11/30/94)  125.51   (m)                       GP(       ) 4 1
 AA2658  NGVD 29 (11/30/94)  151.9    (m)          498.     (f) GPS OBS        
 AA2658
 AA2658.Superseded values are not recommended for survey control.
 AA2658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2658.See file dsdata.txt to determine how the superseded data were derived.
 AA2658
 AA2658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2810787415(NAD 83)
 AA2658_MARKER: DD = SURVEY DISK
 AA2658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2658_SP_SET: CONCRETE POST
 AA2658_STAMPING: 23-16 1993
 AA2658_MARK LOGO: ALHD  
 AA2658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2658+STABILITY: SURFACE MOTION
 AA2658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2658+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2658
 AA2658  HISTORY     - Date     Condition        Report By
 AA2658  HISTORY     - 1993     MONUMENTED       ALHD
 AA2658
 AA2658                          STATION DESCRIPTION
 AA2658
 AA2658'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2658'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2658'DALE COUNTY ROAD NO. 50, ABOUT 7.20 MI (11.59 KM) SOUTHEAST OF ARITON
 AA2658'AND ABOUT 3.80 MI (6.12 KM) NORTH OF OZARK. TO REACH THE STATION FROM
 AA2658'THE JUNCTION OF ALA 123 AND ALA 27 (MILE POST 30.80 ON ALA 123 AND
 AA2658'MILE POST 46.65 ON ALA 27) AT A TRAFFIC LIGHT IN OZARK, DRIVE NORTH
 AA2658'AND NORTHWEST ON ALA 123 FOR 4.00 MILES (6.44 KM) TO MILE POST 34.65
 AA2658'AND DALE COUNTY ROAD NO. 50 ON THE RIGHT, TURN RIGHT ON DALE COUNTY
 AA2658'ROAD NO. 50 AND DRIVE NORTHEAST FOR 0.30 MILES (0.48 KM) TO THE
 AA2658'STATION ON THE RIGHT. THE STATION IS LOCATED ACROSS DALE COUNTY ROAD
 AA2658'NO. 50 FROM A SMALL RED BRICK HOUSE, 2.9 FT (0.9 M) NORTHWEST OF A HOG
 AA2658'WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 37.8
 AA2658'FT (11.5 M) SOUTHEAST OF THE CENTERLINE OF DALE COUNTY ROAD 50, 80.4
 AA2658'FT (24.5 M) EAST OF JUNCTION ALABAMA 123 SIGN, 113.0 FT (34.4 M)
 AA2658'NORTHEAST OF A TRANSFORMER POWER POLE, 115.0 FT (35.1 M) NORTHEAST OF
 AA2658'TELEPHONE CABLE PEDESTAL NO 7, 2.7 FT (0.8 M) NORTHWEST OF A CARSONITE
 AA2658'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 23-17 1993 MAY BE
 AA2658'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2659 ***********************************************************************
 AA2659  DESIGNATION -  23 17
 AA2659  PID         -  AA2659
 AA2659  STATE/COUNTY-  AL/DALE
 AA2659  USGS QUAD   -  ARITON (1981)
 AA2659
 AA2659                         *CURRENT SURVEY CONTROL
 AA2659  ___________________________________________________________________
 AA2659* NAD 83(1992)-  31 31 04.96315(N)    085 38 51.44490(W)     ADJUSTED  
 AA2659* NAVD 88     -       157.1    (meters)     515.     (feet)  VERTCON   
 AA2659  ___________________________________________________________________
 AA2659  X           -     413,017.415 (meters)                     COMP
 AA2659  Y           -  -5,426,603.211 (meters)                     COMP
 AA2659  Z           -   3,315,061.201 (meters)                     COMP
 AA2659  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AA2659  ELLIP HEIGHT-         130.76  (meters)          (07/29/02) GPS OBS
 AA2659  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 AA2659
 AA2659  HORZ ORDER  -  FIRST
 AA2659  ELLP ORDER  -  FOURTH    CLASS I
 AA2659
 AA2659.The horizontal coordinates were established by GPS observations
 AA2659.and adjusted by the National Geodetic Survey in November 1994..
 AA2659
 AA2659.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2659
 AA2659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2659
 AA2659.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2659
 AA2659.The ellipsoidal height was determined by GPS observations
 AA2659.and is referenced to NAD 83.
 AA2659
 AA2659.The geoid height was determined by GEOID03.
 AA2659
 AA2659;                    North         East     Units Scale Factor Converg.
 AA2659;SPC AL E     -   112,880.740   217,638.777   MT  0.99996384   +0 05 49.5
 AA2659;UTM  16      - 3,487,808.991   628,408.284   MT  0.99980337   +0 42 25.5
 AA2659
 AA2659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2659!SPC AL E     -   0.99997947  x   0.99996384  =   0.99994331
 AA2659!UTM  16      -   0.99997947  x   0.99980337  =   0.99978284
 AA2659
 AA2659:                Primary Azimuth Mark                     Grid Az
 AA2659:SPC AL E     -  23 16                                    217 58 09.6
 AA2659:UTM  16      -  23 16                                    217 21 33.6
 AA2659
 AA2659|---------------------------------------------------------------------|
 AA2659| PID    Reference Object                     Distance      Geod. Az  |
 AA2659|                                                           dddmmss.s |
 AA2659| AA2658 23 16                               495.934 METERS 2180359.1 |
 AA2659|---------------------------------------------------------------------|
 AA2659
 AA2659                          SUPERSEDED SURVEY CONTROL
 AA2659
 AA2659  ELLIP H (11/30/94)  130.74   (m)                       GP(       ) 4 1
 AA2659  NGVD 29 (11/30/94)  157.2    (m)          516.     (f) GPS OBS        
 AA2659
 AA2659.Superseded values are not recommended for survey control.
 AA2659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2659.See file dsdata.txt to determine how the superseded data were derived.
 AA2659
 AA2659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2840887809(NAD 83)
 AA2659_MARKER: DD = SURVEY DISK
 AA2659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2659_SP_SET: CONCRETE POST
 AA2659_STAMPING: 23-17 1993
 AA2659_MARK LOGO: ALHD  
 AA2659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2659+STABILITY: SURFACE MOTION
 AA2659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2659+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2659
 AA2659  HISTORY     - Date     Condition        Report By
 AA2659  HISTORY     - 1993     MONUMENTED       ALHD
 AA2659
 AA2659                          STATION DESCRIPTION
 AA2659
 AA2659'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2659'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2659'DALE COUNTY ROAD NO. 50, ABOUT 7.10 MI (11.43 KM) SOUTHEAST OF ARITON
 AA2659'AND ABOUT 4.00 MI (6.44 KM) NORTH OF OZARK. TO REACH THE STATION FROM
 AA2659'THE JUNCTION OF ALA 123 AND ALA 27 (MILE POST 30.80 ON ALA 123 AND
 AA2659'MILE POST 46.65 ON ALA 27) AT A TRAFFIC LIGHT IN OZARK, DRIVE NORTH
 AA2659'AND NORTHWEST ON ALA 123 FOR 4.00 MI (6.44 KM) TO MILE POST 34.65 AND
 AA2659'DALE COUNTY ROAD NO. 50 RIGHT, TURN RIGHT ON DALE COUNTY ROAD NO.50
 AA2659'AND DRIVE NORTHEAST FOR 0.60 MI (0.97 KM) TO THE STATION ON THE RIGHT.
 AA2659'THE STATION IS LOCATED ON TOP OF A SIX FOOT BACKSLOPE IN FRONT OF POST
 AA2659'OAK UNITED CHURCH CEMETARY, 17.9 FT (5.5 M) NORTHWEST OF THE NORTHEAST
 AA2659'CORNER OF A CONCRETE WALL AROUND A MOSLEY BURIAL PLOT, 20.9 FT (6.4 M)
 AA2659'WEST-SOUTHWEST OF THE SOUTH END OF A DANIEL SCOTT AND PHOEBE REBECCA
 AA2659'MCDONALD TOMBSTONE, 22.3 FT (6.8 M) NORTH-NORTHEAST OF THE NORTHWEST
 AA2659'CORNER OF A CONCRETE WALL AROUND A MOSLEY BURIAL PLOT, 32.0 FT (9.8 M)
 AA2659'SOUTHEAST OF THE CENTERLINE OF DALE COUNTY ROAD 50, 1.7 FT (0.5 M)
 AA2659'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2659'STATION 23-16 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2660 ***********************************************************************
 AA2660  DESIGNATION -  23 18
 AA2660  PID         -  AA2660
 AA2660  STATE/COUNTY-  AL/DALE
 AA2660  USGS QUAD   -  ARITON (1981)
 AA2660
 AA2660                         *CURRENT SURVEY CONTROL
 AA2660  ___________________________________________________________________
 AA2660* NAD 83(1992)-  31 36 33.25057(N)    085 39 54.33966(W)     ADJUSTED  
 AA2660* NAVD 88     -       130.4    (meters)     428.     (feet)  VERTCON   
 AA2660  ___________________________________________________________________
 AA2660  X           -     410,960.928 (meters)                     COMP
 AA2660  Y           -  -5,421,428.649 (meters)                     COMP
 AA2660  Z           -   3,323,662.734 (meters)                     COMP
 AA2660  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA2660  ELLIP HEIGHT-         104.11  (meters)          (07/29/02) GPS OBS
 AA2660  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AA2660
 AA2660  HORZ ORDER  -  FIRST
 AA2660  ELLP ORDER  -  FOURTH    CLASS I
 AA2660
 AA2660.The horizontal coordinates were established by GPS observations
 AA2660.and adjusted by the National Geodetic Survey in November 1994..
 AA2660
 AA2660.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2660.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2660
 AA2660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2660
 AA2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2660
 AA2660.The ellipsoidal height was determined by GPS observations
 AA2660.and is referenced to NAD 83.
 AA2660
 AA2660.The geoid height was determined by GEOID03.
 AA2660
 AA2660;                    North         East     Units Scale Factor Converg.
 AA2660;SPC AL E     -   122,988.856   215,963.854   MT  0.99996314   +0 05 17.4
 AA2660;UTM  16      - 3,497,897.034   626,625.995   MT  0.99979776   +0 41 59.1
 AA2660
 AA2660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2660!SPC AL E     -   0.99998365  x   0.99996314  =   0.99994679
 AA2660!UTM  16      -   0.99998365  x   0.99979776  =   0.99978142
 AA2660
 AA2660:                Primary Azimuth Mark                     Grid Az
 AA2660:SPC AL E     -  23 19                                    325 51 32.2
 AA2660:UTM  16      -  23 19                                    325 14 50.5
 AA2660
 AA2660|---------------------------------------------------------------------|
 AA2660| PID    Reference Object                     Distance      Geod. Az  |
 AA2660|                                                           dddmmss.s |
 AA2660| AA2661 23 19                               489.898 METERS 3255649.6 |
 AA2660|---------------------------------------------------------------------|
 AA2660
 AA2660                          SUPERSEDED SURVEY CONTROL
 AA2660
 AA2660  ELLIP H (11/30/94)  104.12   (m)                       GP(       ) 4 1
 AA2660  NGVD 29 (11/30/94)  130.4    (m)          428.     (f) GPS OBS        
 AA2660
 AA2660.Superseded values are not recommended for survey control.
 AA2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2660.See file dsdata.txt to determine how the superseded data were derived.
 AA2660
 AA2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2662697897(NAD 83)
 AA2660_MARKER: DD = SURVEY DISK
 AA2660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2660_SP_SET: CONCRETE POST
 AA2660_STAMPING: 23-18 1993
 AA2660_MARK LOGO: ALHD  
 AA2660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2660+STABILITY: SURFACE MOTION
 AA2660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2660+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2660
 AA2660  HISTORY     - Date     Condition        Report By
 AA2660  HISTORY     - 1993     MONUMENTED       ALHD
 AA2660
 AA2660                          STATION DESCRIPTION
 AA2660
 AA2660'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2660'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA2660'DALE COUNTY ROAD NO. 99, ABOUT 3.20 MI (5.15 KM) EAST OF ARITON AND
 AA2660'ABOUT 10.40 MI (16.74 KM) NORTH OF OZARK. TO REACH THE STATION FROM
 AA2660'THE JUNCTION OF ALA 123 SOUTH AND ALA 51 NORTH (MILE POST 23.20 ON ALA
 AA2660'51 AND MILE POST 42.45 ON ALA 123) IN ARITON, DRIVE NORTHEAST ON ALA
 AA2660'51 FOR 0.80 MI (1.29 KM) TO MILE POST 24.00 AND DALE COUNTY ROAD NO.
 AA2660'72 RIGHT, TURN RIGHT ON DALE COUNTY ROAD NO. 72 AND DRIVE EAST FOR
 AA2660'2.60 MI (4.18 KM) TO DALE COUNTY ROAD NO. 99 LEFT AND RIGHT, TURN LEFT
 AA2660'OF DALE COUNTY ROAD NO. 99 AND DRIVE NORTHWEST FOR 0.35 MI (0.56 KM)
 AA2660'TO THE STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M) NORTHEAST OF
 AA2660'A THREE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 30.3 FT (9.2
 AA2660'M) SOUTHWEST OF THE CENTERLINE OF DALE COUNTY ROAD NO. 99, 3.2 FT (1.0
 AA2660'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2660'STATION 23-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2661 ***********************************************************************
 AA2661  DESIGNATION -  23 19
 AA2661  PID         -  AA2661
 AA2661  STATE/COUNTY-  AL/DALE
 AA2661  USGS QUAD   -  ARITON (1981)
 AA2661
 AA2661                         *CURRENT SURVEY CONTROL
 AA2661  ___________________________________________________________________
 AA2661* NAD 83(1992)-  31 36 46.42873(N)    085 40 04.74731(W)     ADJUSTED  
 AA2661* NAVD 88     -       133.8    (meters)     439.     (feet)  VERTCON   
 AA2661  ___________________________________________________________________
 AA2661  X           -     410,671.525 (meters)                     COMP
 AA2661  Y           -  -5,421,240.149 (meters)                     COMP
 AA2661  Z           -   3,324,010.202 (meters)                     COMP
 AA2661  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AA2661  ELLIP HEIGHT-         107.54  (meters)          (07/29/02) GPS OBS
 AA2661  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AA2661
 AA2661  HORZ ORDER  -  FIRST
 AA2661  ELLP ORDER  -  FOURTH    CLASS I
 AA2661
 AA2661.The horizontal coordinates were established by GPS observations
 AA2661.and adjusted by the National Geodetic Survey in November 1994..
 AA2661
 AA2661.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2661
 AA2661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2661
 AA2661.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2661
 AA2661.The ellipsoidal height was determined by GPS observations
 AA2661.and is referenced to NAD 83.
 AA2661
 AA2661.The geoid height was determined by GEOID03.
 AA2661
 AA2661;                    North         East     Units Scale Factor Converg.
 AA2661;SPC AL E     -   123,394.309   215,688.918   MT  0.99996303   +0 05 12.0
 AA2661;UTM  16      - 3,498,299.463   626,346.793   MT  0.99979689   +0 41 53.9
 AA2661
 AA2661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2661!SPC AL E     -   0.99998311  x   0.99996303  =   0.99994614
 AA2661!UTM  16      -   0.99998311  x   0.99979689  =   0.99978001
 AA2661
 AA2661:                Primary Azimuth Mark                     Grid Az
 AA2661:SPC AL E     -  23 18                                    145 51 32.1
 AA2661:UTM  16      -  23 18                                    145 14 50.2
 AA2661
 AA2661|---------------------------------------------------------------------|
 AA2661| PID    Reference Object                     Distance      Geod. Az  |
 AA2661|                                                           dddmmss.s |
 AA2661| AA2660 23 18                               489.898 METERS 1455644.1 |
 AA2661|---------------------------------------------------------------------|
 AA2661
 AA2661                          SUPERSEDED SURVEY CONTROL
 AA2661
 AA2661  ELLIP H (11/30/94)  107.55   (m)                       GP(       ) 4 1
 AA2661  NGVD 29 (11/30/94)  133.8    (m)          439.     (f) GPS OBS        
 AA2661
 AA2661.Superseded values are not recommended for survey control.
 AA2661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2661.See file dsdata.txt to determine how the superseded data were derived.
 AA2661
 AA2661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2634798299(NAD 83)
 AA2661_MARKER: DD = SURVEY DISK
 AA2661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2661_SP_SET: CONCRETE POST
 AA2661_STAMPING: 23-19 1993
 AA2661_MARK LOGO: ALHD  
 AA2661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2661+STABILITY: SURFACE MOTION
 AA2661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2661+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2661
 AA2661  HISTORY     - Date     Condition        Report By
 AA2661  HISTORY     - 1993     MONUMENTED       ALHD
 AA2661
 AA2661                          STATION DESCRIPTION
 AA2661
 AA2661'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2661'THE STATION IS LOCATED IN DALE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA2661'DALE COUNTY ROAD NO. 99, ABOUT 3.20 MI (5.15 KM) EAST OF ARITON AND
 AA2661'ABOUT 10.75 MI (17.30 KM) NORTH OF OZARK. TO REACH THE STATION FROM
 AA2661'THE JUNCTION OF ALA 123 SOUTH AND ALA 51 NORTH (MILE POST 23.20 ON ALA
 AA2661'51 AND MILE POST 42.45 ON ALA 123) IN ARITON, DRIVE NORTHEAST ON ALA
 AA2661'51 FOR 0.80 MI (1.29 KM) TO MILE POST 24.00 AND DALE COUNTY ROAD NO.
 AA2661'72 RIGHT, TURN RIGHT ON DALE COUNTY ROAD NO. 72 AND DRIVE EAST FOR
 AA2661'2.60 MI (4.18 KM) TO DALE COUNTY ROAD NO. 99 LEFT AND RIGHT, TURN LEFT
 AA2661'ON DALE COUNTY ROAD NO. 99 AND DRIVE NORTHWEST FOR 0.65 MI (1.05 KM)
 AA2661'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTHWEST
 AA2661'OF A THREE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 32.2 FT
 AA2661'(9.8 M) NORTHEAST OF THE CENTERLINE OF DALE COUNTY ROAD NO. 99, 131.5
 AA2661'FT (40.1 M) NORTHWEST OF A POWER POLE, 3.2 FT (1.0 M) SOUTHWEST OF A
 AA2661'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 23-18
 AA2661'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2364 ***********************************************************************
 BT2364  DESIGNATION -  23 2
 BT2364  PID         -  BT2364
 BT2364  STATE/COUNTY-  AL/DALE
 BT2364  USGS QUAD   -  CLOPTON (1979)
 BT2364
 BT2364                         *CURRENT SURVEY CONTROL
 BT2364  ___________________________________________________________________
 BT2364* NAD 83(1992)-  31 32 09.32323(N)    085 25 01.22316(W)     ADJUSTED  
 BT2364* NAVD 88     -       132.7    (meters)     435.     (feet)  GPS OBS   
 BT2364  ___________________________________________________________________
 BT2364  X           -     434,771.756 (meters)                     COMP
 BT2364  Y           -  -5,423,842.854 (meters)                     COMP
 BT2364  Z           -   3,316,738.123 (meters)                     COMP
 BT2364  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BT2364  ELLIP HEIGHT-         106.32  (meters)          (07/29/02) GPS OBS
 BT2364  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BT2364
 BT2364  HORZ ORDER  -  FIRST
 BT2364  ELLP ORDER  -  FOURTH    CLASS I
 BT2364
 BT2364.The horizontal coordinates were established by GPS observations
 BT2364.and adjusted by the National Geodetic Survey in December 1992..
 BT2364
 BT2364.The orthometric height was determined by GPS observations and a
 BT2364.high-resolution geoid model.
 BT2364
 BT2364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2364
 BT2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2364
 BT2364.The ellipsoidal height was determined by GPS observations
 BT2364.and is referenced to NAD 83.
 BT2364
 BT2364.The geoid height was determined by GEOID03.
 BT2364
 BT2364;                    North         East     Units Scale Factor Converg.
 BT2364;SPC AL E     -   114,923.110   239,535.469   MT  0.99997927   +0 13 03.9
 BT2364;UTM  16      - 3,490,084.134   650,279.128   MT  0.99987855   +0 49 41.2
 BT2364
 BT2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2364!SPC AL E     -   0.99998331  x   0.99997927  =   0.99996258
 BT2364!UTM  16      -   0.99998331  x   0.99987855  =   0.99986186
 BT2364
 BT2364                          SUPERSEDED SURVEY CONTROL
 BT2364
 BT2364  ELLIP H (12/04/92)  106.30   (m)                       GP(       ) 4 1
 BT2364  NAD 83(1986)-  31 32 09.33137(N)    085 25 01.22355(W) AD(       ) 1
 BT2364  NGVD 29 (12/04/92)  132.8    (m)          436.     (f) GPS OBS        
 BT2364
 BT2364.Superseded values are not recommended for survey control.
 BT2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2364.See file dsdata.txt to determine how the superseded data were derived.
 BT2364
 BT2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5027990084(NAD 83)
 BT2364_MARKER: DD = SURVEY DISK
 BT2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2364_SP_SET: CONCRETE POST
 BT2364_STAMPING: 23-2 1991
 BT2364_MARK LOGO: ALHD  
 BT2364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2364+STABILITY: SURFACE MOTION
 BT2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2364+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2364
 BT2364  HISTORY     - Date     Condition        Report By
 BT2364  HISTORY     - 1991     MONUMENTED       ALHD
 BT2364
 BT2364                          STATION DESCRIPTION
 BT2364
 BT2364'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2364'THE STATION IS LOCATED IN DALE COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2364'DALE COUNTY ROAD NO. 40 NEAR THE NORTHEAST CORNER OF OLD SALEM
 BT2364'CEMETARY, ABOUT 14.00 MI (22.53 KM) EAST-NORTHEAST OF OZARK AND ABOUT
 BT2364'15.10 MI (24.30 KM) NORTH OF NAPIER FIELD.
 BT2364'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 27 (MILE
 BT2364'POST 44.90 ON ALA 27 AND MILE POST 44.70 ON U.S. 231) IN OZARK, DRIVE
 BT2364'NORTHEASTERLY ON ALA 27 FOR 21.90 MI (35.24 KM) TO MILE POST 66.80
 BT2364'AND HENRY COUNTY ROAD NO. 7 ON THE LEFT, TURN LEFT ON HENRY COUNTY
 BT2364'ROAD NO. 7 AND DRIVE NORTHWEST FOR 3.80 MI (6.12 KM) TO OLD SALEM
 BT2364'CEMETARY, DALE COUNTY ROAD NO. 40 (GASTON BLANKENSHIP ROAD), AND THE
 BT2364'STATION ON THE LEFT.
 BT2364'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF OLD SALEM
 BT2364'CEMETARY, 32.3 FT (9.8 M) NORTH-NORTHWEST OF THE CENTERLINE OF DALE
 BT2364'COUNTY ROAD NO. 40 (GASTON BLANKENSHIP ROAD), 63.6 FT (19.4 M)
 BT2364'SOUTHEAST OF THE FOOT STONE FOR ELLA SEWELL, 67.3 FT (20.5 M)
 BT2364'SOUTHEAST OF THE HEADSTONE FOR ELLA SEWELL, 129.4 FT (39.4 M)
 BT2364'SOUTHWEST OF THE CENTERLINE OF DALE COUNTY ROAD NO. 7, 2.0 FT (0.6 M)
 BT2364'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2364'STATION 34-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2453 ***********************************************************************
 BT2453  DESIGNATION -  23 20
 BT2453  PID         -  BT2453
 BT2453  STATE/COUNTY-  AL/DALE
 BT2453  USGS QUAD   -  ENTERPRISE NE (1981)
 BT2453
 BT2453                         *CURRENT SURVEY CONTROL
 BT2453  ___________________________________________________________________
 BT2453* NAD 83(1992)-  31 29 17.64259(N)    085 45 43.47714(W)     ADJUSTED  
 BT2453* NAVD 88     -       118.4    (meters)     388.     (feet)  GPS OBS   
 BT2453  ___________________________________________________________________
 BT2453  X           -     402,301.675 (meters)                     COMP
 BT2453  Y           -  -5,429,106.987 (meters)                     COMP
 BT2453  Z           -   3,312,222.650 (meters)                     COMP
 BT2453  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BT2453  ELLIP HEIGHT-          91.98  (meters)          (07/29/02) GPS OBS
 BT2453  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BT2453
 BT2453  HORZ ORDER  -  FIRST
 BT2453  ELLP ORDER  -  FOURTH    CLASS I
 BT2453
 BT2453.The horizontal coordinates were established by GPS observations
 BT2453.and adjusted by the National Geodetic Survey in March 1994..
 BT2453
 BT2453.The orthometric height was determined by GPS observations and a
 BT2453.high-resolution geoid model.
 BT2453
 BT2453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2453
 BT2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2453
 BT2453.The ellipsoidal height was determined by GPS observations
 BT2453.and is referenced to NAD 83.
 BT2453
 BT2453.The geoid height was determined by GEOID03.
 BT2453
 BT2453;                    North         East     Units Scale Factor Converg.
 BT2453;SPC AL E     -   109,562.709   206,770.096   MT  0.99996057   +0 02 14.0
 BT2453;UTM  16      - 3,484,376.092   617,577.426   MT  0.99977051   +0 38 48.0
 BT2453
 BT2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2453!SPC AL E     -   0.99998556  x   0.99996057  =   0.99994613
 BT2453!UTM  16      -   0.99998556  x   0.99977051  =   0.99975607
 BT2453
 BT2453:                Primary Azimuth Mark                     Grid Az
 BT2453:SPC AL E     -  23 21                                    094 07 27.1
 BT2453:UTM  16      -  23 21                                    093 30 53.1
 BT2453
 BT2453|---------------------------------------------------------------------|
 BT2453| PID    Reference Object                     Distance      Geod. Az  |
 BT2453|                                                           dddmmss.s |
 BT2453| BT2454 23 21                               425.097 METERS 0940941.1 |
 BT2453|---------------------------------------------------------------------|
 BT2453
 BT2453                          SUPERSEDED SURVEY CONTROL
 BT2453
 BT2453  NGVD 29 (05/23/94)  118.4    (m)          388.     (f) GPS OBS        
 BT2453
 BT2453.Superseded values are not recommended for survey control.
 BT2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2453.See file dsdata.txt to determine how the superseded data were derived.
 BT2453
 BT2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1757784376(NAD 83)
 BT2453_MARKER: DD = SURVEY DISK
 BT2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2453_SP_SET: CONCRETE POST
 BT2453_STAMPING: 23-20 1993
 BT2453_MARK LOGO: ALHD  
 BT2453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2453+STABILITY: SURFACE MOTION
 BT2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2453+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2453
 BT2453  HISTORY     - Date     Condition        Report By
 BT2453  HISTORY     - 1993     MONUMENTED       ALHD
 BT2453
 BT2453                          STATION DESCRIPTION
 BT2453
 BT2453'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2453'THE STATION IS LOCATED IN DALE COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2453'DALE COUNTY ROAD NO. 39, ABOUT 7.40 MI (11.91 KM) WEST-NORTHWEST OF
 BT2453'OZARK AND ABOUT 8.00 MI (12.87 KM) SOUTH-SOUTHWEST OF ARITON.
 BT2453'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 249 (MILE
 BT2453'POST 43.95 ON U.S. 231 AND MILE POST 5.20 ON ALA 249) AT A TRAFFIC
 BT2453'LIGHT IN OZARK, DRIVE NORTHWEST ON U.S. 231 FOR 3.55 MI (5.71 KM) TO
 BT2453'MILE POST 47.50 AND DALE COUNTY ROAD NO. 36 ON THE LEFT, TURN LEFT ON
 BT2453'DALE COUNTY ROAD NO. 36 AND DRIVE NORTHWEST AND WEST FOR 4.50 MI
 BT2453'(7.24 KM) TO THE STATION ON THE RIGHT.
 BT2453'THE STATION IS 3.2 FT (1.0 M) SOUTH OF AN EIGHT-INCH WOOD POST IN A
 BT2453'FENCE LINE, 3.8 FT (1.2 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 BT2453'ON RED TOP, WHITE STEEL POSTS, 28.0 FT (8.5 M) NORTH OF THE NORTH END
 BT2453'OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER DALE COUNTY ROAD NO. 36, 50.3
 BT2453'FT (15.3 M) NORTHWEST OF A GRAPHIC CURVE SIGN, 51.7 FT (15.8 M) NORTH
 BT2453'OF THE CENTERLINE OF DALE COUNTY ROAD NO. 36, 164.0 FT (50.0 M)
 BT2453'EAST-NORTHEAST OF A POWER LINE GUY POLE, 3.1 FT (0.9 M) SOUTH OF A
 BT2453'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2453'STATION 23-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2454 ***********************************************************************
 BT2454  DESIGNATION -  23 21
 BT2454  PID         -  BT2454
 BT2454  STATE/COUNTY-  AL/DALE
 BT2454  USGS QUAD   -  ENTERPRISE NE (1981)
 BT2454
 BT2454                         *CURRENT SURVEY CONTROL
 BT2454  ___________________________________________________________________
 BT2454* NAD 83(1992)-  31 29 16.64074(N)    085 45 27.41311(W)     ADJUSTED  
 BT2454* NAVD 88     -       123.5    (meters)     405.     (feet)  GPS OBS   
 BT2454  ___________________________________________________________________
 BT2454  X           -     402,726.010 (meters)                     COMP
 BT2454  Y           -  -5,429,096.049 (meters)                     COMP
 BT2454  Z           -   3,312,199.000 (meters)                     COMP
 BT2454  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BT2454  ELLIP HEIGHT-          97.08  (meters)          (07/29/02) GPS OBS
 BT2454  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BT2454
 BT2454  HORZ ORDER  -  FIRST
 BT2454  ELLP ORDER  -  FOURTH    CLASS I
 BT2454
 BT2454.The horizontal coordinates were established by GPS observations
 BT2454.and adjusted by the National Geodetic Survey in March 1994..
 BT2454
 BT2454.The orthometric height was determined by GPS observations and a
 BT2454.high-resolution geoid model.
 BT2454
 BT2454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2454
 BT2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2454
 BT2454.The ellipsoidal height was determined by GPS observations
 BT2454.and is referenced to NAD 83.
 BT2454
 BT2454.The geoid height was determined by GEOID03.
 BT2454
 BT2454;                    North         East     Units Scale Factor Converg.
 BT2454;SPC AL E     -   109,532.138   207,194.076   MT  0.99996064   +0 02 22.4
 BT2454;UTM  16      - 3,484,350.037   618,001.627   MT  0.99977174   +0 38 56.4
 BT2454
 BT2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2454!SPC AL E     -   0.99998476  x   0.99996064  =   0.99994540
 BT2454!UTM  16      -   0.99998476  x   0.99977174  =   0.99975650
 BT2454
 BT2454:                Primary Azimuth Mark                     Grid Az
 BT2454:SPC AL E     -  23 20                                    274 07 27.1
 BT2454:UTM  16      -  23 20                                    273 30 53.1
 BT2454
 BT2454|---------------------------------------------------------------------|
 BT2454| PID    Reference Object                     Distance      Geod. Az  |
 BT2454|                                                           dddmmss.s |
 BT2454| BT2453 23 20                               425.097 METERS 2740949.5 |
 BT2454|---------------------------------------------------------------------|
 BT2454
 BT2454                          SUPERSEDED SURVEY CONTROL
 BT2454
 BT2454  NGVD 29 (05/23/94)  123.5    (m)          405.     (f) GPS OBS        
 BT2454
 BT2454.Superseded values are not recommended for survey control.
 BT2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2454.See file dsdata.txt to determine how the superseded data were derived.
 BT2454
 BT2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1800284350(NAD 83)
 BT2454_MARKER: DD = SURVEY DISK
 BT2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2454_SP_SET: CONCRETE POST
 BT2454_STAMPING: 23-21 1993
 BT2454_MARK LOGO: ALHD  
 BT2454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2454+STABILITY: SURFACE MOTION
 BT2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2454+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2454
 BT2454  HISTORY     - Date     Condition        Report By
 BT2454  HISTORY     - 1993     MONUMENTED       ALHD
 BT2454
 BT2454                          STATION DESCRIPTION
 BT2454
 BT2454'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2454'THE STATION IS LOCATED IN DALE COUNTY ON THE S0UTH RIGHT OF WAY OF
 BT2454'DALE COUNTY ROAD NO. 39, ABOUT 7.10 MI (11.43 KM) WEST-NORTHWEST OF
 BT2454'OZARK AND ABOUT 8.00 MI (12.87 KM) SOUTH-SOUTHWEST OF ARITON.
 BT2454'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 249 (MILE
 BT2454'POST 43.95 ON U.S. 231 AND MILE POST 5.20 ON ALA 249) AT A TRAFFIC
 BT2454'LIGHT IN OZARK, DRIVE NORTHWEST ON U.S. 231 FOR 3.55 MI (5.71 KM) TO
 BT2454'MILE POST 47.50 AND DALE COUNTY ROAD NO. 36 ON THE LEFT, TURN LEFT ON
 BT2454'DALE COUNTY ROAD NO. 36 AND DRIVE NORTHWEST AND WEST FOR 4.25 MI
 BT2454'(6.84 KM) TO THE STATION ON THE LEFT.
 BT2454'THE STATION IS 3.0 FT (0.9 M) NORTH OF A SEVEN STRAND BARBED WIRE
 BT2454'FENCE ON RED TOP, WHITE STEEL POSTS, 37.4 FT (11.4 M) SOUTH OF THE
 BT2454'CENTERLINE OF DALE COUNTY ROAD NO. 36, 37.8 FT (11.5 M) EAST OF AN
 BT2454'EIGHT-INCH WOOD POST IN THE FENCE LINE, 75.5 FT (23.0 M)
 BT2454'SOUTH-SOUTHEAST OF THE WEST POST OF A METAL GATE ACROSS THE ROAD, 76.3
 BT2454'FT (23.3 M) SOUTH OF THE EAST POST OF A METAL GATE ACROSS THE ROAD,
 BT2454'81.4 FT (24.8 M) WEST OF AN EIGHT-INCH WOOD POST IN THE FENCE LINE,
 BT2454'94.4 FT (28.8 M) WEST-SOUTHWEST OF AN ANGLE POWER POLE WITH ONE GUY
 BT2454'WIRE, 2.8 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 BT2454'WITH THE GROUND.
 BT2454'STATION 23-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2455 ***********************************************************************
 BT2455  DESIGNATION -  23 22
 BT2455  PID         -  BT2455
 BT2455  STATE/COUNTY-  AL/DALE
 BT2455  USGS QUAD   -  OZARK (1981)
 BT2455
 BT2455                         *CURRENT SURVEY CONTROL
 BT2455  ___________________________________________________________________
 BT2455* NAD 83(1992)-  31 24 04.91823(N)    085 41 23.13779(W)     ADJUSTED  
 BT2455* NAVD 88     -       110.9    (meters)     364.     (feet)  GPS OBS   
 BT2455  ___________________________________________________________________
 BT2455  X           -     409,530.908 (meters)                     COMP
 BT2455  Y           -  -5,433,598.850 (meters)                     COMP
 BT2455  Z           -   3,304,001.354 (meters)                     COMP
 BT2455  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BT2455  ELLIP HEIGHT-          84.32  (meters)          (07/29/02) GPS OBS
 BT2455  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 BT2455
 BT2455  HORZ ORDER  -  FIRST
 BT2455  ELLP ORDER  -  FOURTH    CLASS I
 BT2455
 BT2455.The horizontal coordinates were established by GPS observations
 BT2455.and adjusted by the National Geodetic Survey in March 1994..
 BT2455
 BT2455.The orthometric height was determined by GPS observations and a
 BT2455.high-resolution geoid model.
 BT2455
 BT2455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2455
 BT2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2455
 BT2455.The ellipsoidal height was determined by GPS observations
 BT2455.and is referenced to NAD 83.
 BT2455
 BT2455.The geoid height was determined by GEOID03.
 BT2455
 BT2455;                    North         East     Units Scale Factor Converg.
 BT2455;SPC AL E     -    99,938.147   213,653.512   MT  0.99996230   +0 04 29.3
 BT2455;UTM  16      - 3,474,826.924   624,561.441   MT  0.99979137   +0 40 57.9
 BT2455
 BT2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2455!SPC AL E     -   0.99998676  x   0.99996230  =   0.99994906
 BT2455!UTM  16      -   0.99998676  x   0.99979137  =   0.99977813
 BT2455
 BT2455                          SUPERSEDED SURVEY CONTROL
 BT2455
 BT2455  ELLIP H (03/24/94)   84.34   (m)                       GP(       ) 4 1
 BT2455  NGVD 29 (05/23/94)  111.0    (m)          364.     (f) GPS OBS        
 BT2455
 BT2455.Superseded values are not recommended for survey control.
 BT2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2455.See file dsdata.txt to determine how the superseded data were derived.
 BT2455
 BT2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2456174827(NAD 83)
 BT2455_MARKER: DD = SURVEY DISK
 BT2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2455_SP_SET: CONCRETE POST
 BT2455_STAMPING: 23-22 1993
 BT2455_MARK LOGO: ALHD  
 BT2455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2455+STABILITY: SURFACE MOTION
 BT2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2455+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2455
 BT2455  HISTORY     - Date     Condition        Report By
 BT2455  HISTORY     - 1993     MONUMENTED       ALHD
 BT2455
 BT2455                          STATION DESCRIPTION
 BT2455
 BT2455'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2455'THE STATION IS LOCATED IN DALE COUNTY ON THE WEST RIGHT OF WAY OF ALA
 BT2455'249, ABOUT 4.30 MI (6.92 KM) SOUTHWEST OF OZARK AND ABOUT 7.25 MI
 BT2455'(11.67 KM) NORTHWEST OF NEWTON.
 BT2455'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 249 (MILE
 BT2455'POST 5.20 ON ALA 249 AND MILE POST 43.95 ON U.S. 231) AT A TRAFFIC
 BT2455'LIGHT IN OZARK, DRIVE SOUTHWEST ON ALA 249 FOR 3.90 MI (6.28 KM) TO
 BT2455'MILE POST 1.30 AND THE STATION ON THE RIGHT.
 BT2455'THE STATION IS 40.3 FT (12.3 M) WEST-NORTHWEST OF THE CENTERLINE OF
 BT2455'THE SOUTH BOUND LANES OF ALA 249, 70.4 FT (21.5 M) SOUTH-SOUTHWEST OF
 BT2455'A TELEPHONE CABLE POLE, 106.9 FT (32.6 M) NORTHWEST OF A POWER AND
 BT2455'CABLE POLE WITH A STREET LIGHT ACROSS THE ROAD, 114.4 FT (34.9 M)
 BT2455'WEST OF A POWER POLE WITH CIRCUIT BREAKERS AND THREE SMALL
 BT2455'TRANSFORMERS ACROSS THE ROAD, 1.8 FT (0.5 M) NORTHEAST OF A CARSONITE
 BT2455'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2455'STATION 23-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2456 ***********************************************************************
 BT2456  DESIGNATION -  23 23
 BT2456  PID         -  BT2456
 BT2456  STATE/COUNTY-  AL/DALE
 BT2456  USGS QUAD   -  OZARK (1981)
 BT2456
 BT2456                         *CURRENT SURVEY CONTROL
 BT2456  ___________________________________________________________________
 BT2456* NAD 83(1992)-  31 24 36.67542(N)    085 41 06.10985(W)     ADJUSTED  
 BT2456* NAVD 88     -       109.9    (meters)     361.     (feet)  GPS OBS   
 BT2456  ___________________________________________________________________
 BT2456  X           -     409,941.058 (meters)                     COMP
 BT2456  Y           -  -5,433,055.932 (meters)                     COMP
 BT2456  Z           -   3,304,835.642 (meters)                     COMP
 BT2456  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BT2456  ELLIP HEIGHT-          83.32  (meters)          (07/29/02) GPS OBS
 BT2456  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BT2456
 BT2456  HORZ ORDER  -  FIRST
 BT2456  ELLP ORDER  -  FOURTH    CLASS I
 BT2456
 BT2456.The horizontal coordinates were established by GPS observations
 BT2456.and adjusted by the National Geodetic Survey in March 1994..
 BT2456
 BT2456.The orthometric height was determined by GPS observations and a
 BT2456.high-resolution geoid model.
 BT2456
 BT2456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2456
 BT2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2456
 BT2456.The ellipsoidal height was determined by GPS observations
 BT2456.and is referenced to NAD 83.
 BT2456
 BT2456.The geoid height was determined by GEOID03.
 BT2456
 BT2456;                    North         East     Units Scale Factor Converg.
 BT2456;SPC AL E     -   100,916.797   214,102.006   MT  0.99996245   +0 04 38.2
 BT2456;UTM  16      - 3,475,810.110   624,999.449   MT  0.99979272   +0 41 07.4
 BT2456
 BT2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2456!SPC AL E     -   0.99998692  x   0.99996245  =   0.99994937
 BT2456!UTM  16      -   0.99998692  x   0.99979272  =   0.99977964
 BT2456
 BT2456                          SUPERSEDED SURVEY CONTROL
 BT2456
 BT2456  ELLIP H (03/24/94)   83.34   (m)                       GP(       ) 4 1
 BT2456  NGVD 29 (05/23/94)  109.9    (m)          361.     (f) GPS OBS        
 BT2456
 BT2456.Superseded values are not recommended for survey control.
 BT2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2456.See file dsdata.txt to determine how the superseded data were derived.
 BT2456
 BT2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2499975810(NAD 83)
 BT2456_MARKER: DD = SURVEY DISK
 BT2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2456_SP_SET: CONCRETE POST
 BT2456_STAMPING: 23-23 1993
 BT2456_MARK LOGO: ALHD  
 BT2456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2456+STABILITY: SURFACE MOTION
 BT2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2456+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2456
 BT2456  HISTORY     - Date     Condition        Report By
 BT2456  HISTORY     - 1993     MONUMENTED       ALHD
 BT2456
 BT2456                          STATION DESCRIPTION
 BT2456
 BT2456'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2456'THE STATION IS LOCATED IN DALE COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 BT2456'ALA 249, ABOUT 5.00 MI (8.05 KM) SOUTHWEST OF OZARK AND ABOUT 7.20 MI
 BT2456'(11.59 KM) NORTHWEST OF NEWTON.
 BT2456'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 249 (MILE
 BT2456'POST 5.20 ON ALA 249 AND MILE POST 43.95 ON U.S. 231) AT A TRAFFIC
 BT2456'LIGHT IN OZARK, DRIVE SOUTHWEST ON ALA 249 FOR 3.20 MI (5.15 KM) TO
 BT2456'MILE POST 2.00 AND THE STATION ON THE RIGHT.
 BT2456'THE STATION IS LOCATED NEAR THE NORTHEAST CORNER OF ARMY HELIPORT
 BT2456'HOOPER FIELD, 46.0 FT (14.0 M) NORTHWEST OF THE CENTERLINE OF THE
 BT2456'SOUTH BOUND LANES OF ALA 249, 82.4 FT (25.1 M) SOUTHWEST OF MILE POST
 BT2456'2 ON THE NORTHWEST SIDE OF ALA 249, 132.0 FT (40.2 M) SOUTH-SOUTHWEST
 BT2456'OF THE CENTER OF A DIRT ROAD ACROSS THE NORTH END OF HOOPER FIELD,
 BT2456'1.5 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BT2456'WITH THE GROUND.
 BT2456'STATION 23-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2457 ***********************************************************************
 BT2457  DESIGNATION -  23 24
 BT2457  PID         -  BT2457
 BT2457  STATE/COUNTY-  AL/DALE
 BT2457  USGS QUAD   -  CLOPTON (1979)
 BT2457
 BT2457                         *CURRENT SURVEY CONTROL
 BT2457  ___________________________________________________________________
 BT2457* NAD 83(1992)-  31 35 24.70763(N)    085 26 34.79974(W)     ADJUSTED  
 BT2457* NAVD 88     -       146.4    (meters)     480.     (feet)  GPS OBS   
 BT2457  ___________________________________________________________________
 BT2457  X           -     432,061.732 (meters)                     COMP
 BT2457  Y           -  -5,420,911.253 (meters)                     COMP
 BT2457  Z           -   3,321,873.004 (meters)                     COMP
 BT2457  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 BT2457  ELLIP HEIGHT-         120.15  (meters)          (07/29/02) GPS OBS
 BT2457  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BT2457
 BT2457  HORZ ORDER  -  FIRST
 BT2457  ELLP ORDER  -  FOURTH    CLASS I
 BT2457
 BT2457.The horizontal coordinates were established by GPS observations
 BT2457.and adjusted by the National Geodetic Survey in March 1994..
 BT2457
 BT2457.The orthometric height was determined by GPS observations and a
 BT2457.high-resolution geoid model.
 BT2457
 BT2457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2457
 BT2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2457
 BT2457.The ellipsoidal height was determined by GPS observations
 BT2457.and is referenced to NAD 83.
 BT2457
 BT2457.The geoid height was determined by GEOID03.
 BT2457
 BT2457;                    North         East     Units Scale Factor Converg.
 BT2457;SPC AL E     -   120,931.640   237,045.584   MT  0.99997692   +0 12 16.1
 BT2457;UTM  16      - 3,496,065.155   647,725.595   MT  0.99986916   +0 48 56.8
 BT2457
 BT2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2457!SPC AL E     -   0.99998113  x   0.99997692  =   0.99995805
 BT2457!UTM  16      -   0.99998113  x   0.99986916  =   0.99985030
 BT2457
 BT2457                          SUPERSEDED SURVEY CONTROL
 BT2457
 BT2457  ELLIP H (03/24/94)  120.14   (m)                       GP(       ) 4 1
 BT2457  NGVD 29 (05/23/94)  146.5    (m)          481.     (f) GPS OBS        
 BT2457
 BT2457.Superseded values are not recommended for survey control.
 BT2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2457.See file dsdata.txt to determine how the superseded data were derived.
 BT2457
 BT2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4772696065(NAD 83)
 BT2457_MARKER: DD = SURVEY DISK
 BT2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2457_SP_SET: CONCRETE POST
 BT2457_STAMPING: 23-24 1993
 BT2457_MARK LOGO: ALHD  
 BT2457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2457+STABILITY: SURFACE MOTION
 BT2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2457+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2457
 BT2457  HISTORY     - Date     Condition        Report By
 BT2457  HISTORY     - 1993     MONUMENTED       ALHD
 BT2457
 BT2457                          STATION DESCRIPTION
 BT2457
 BT2457'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2457'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTH RIGHT OF WAY OF ALA
 BT2457'105, ABOUT 14.60 MI (23.50 KM) NORTHEAST OF OZARK AND ABOUT 16.20 MI
 BT2457'(26.07 KM) EAST OF ARITON.
 BT2457'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND ALA 105 (MILE
 BT2457'POST 0.00 ON ALA 105 AND MILE POST 47.40 ON ALA 27) IN OZARK, DRIVE
 BT2457'NORTHEAST ON ALA 105 FOR 15.90 MI (25.59 KM) TO MILE POST 15.90 AND
 BT2457'THE STATION ON THE RIGHT.
 BT2457'THE STATION IS LOCATED IN A Y-INTERSECTION BETWEEN ALA 105 AND DALE
 BT2457'COUNTY ROAD NO. 69, 51.6 FT (15.7 M) WEST-SOUTHWEST OF A STOP SIGN,
 BT2457'53.8 FT (16.4 M) SOUTHEAST OF THE SOUTHEAST POST OF AN ABBYVILLE AND
 BT2457'ECHO DIRECTIONAL SIGN, 63.7 FT (19.4 M) WEST OF THE CENTERLINE OF
 BT2457'DALE COUNTY ROAD NO. 69, 72.3 FT (22.0 M) SOUTH-SOUTHEAST OF THE
 BT2457'CENTERLINE OF ALA 105, 82.3 FT (25.1 M) WEST OF THE WEST POST OF AN
 BT2457'ALA 105 SOUTH AND ALA 105 NORTH DIRECTIONAL SIGN ACROSS DALE COUNTY
 BT2457'ROAD NO. 69, 21.7 FT (6.6 M) NORTHEAST OF A CARSONITE WITNESS POST,
 BT2457'AND SET FLUSH WITH THE GROUND.
 BT2457'STATION 23-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2458 ***********************************************************************
 BT2458  DESIGNATION -  23 25
 BT2458  PID         -  BT2458
 BT2458  STATE/COUNTY-  AL/DALE
 BT2458  USGS QUAD   -  CLOPTON (1979)
 BT2458
 BT2458                         *CURRENT SURVEY CONTROL
 BT2458  ___________________________________________________________________
 BT2458* NAD 83(1992)-  31 35 41.42630(N)    085 26 20.13842(W)     ADJUSTED  
 BT2458* NAVD 88     -       146.8    (meters)     482.     (feet)  GPS OBS   
 BT2458  ___________________________________________________________________
 BT2458  X           -     432,425.625 (meters)                     COMP
 BT2458  Y           -  -5,420,611.965 (meters)                     COMP
 BT2458  Z           -   3,322,311.845 (meters)                     COMP
 BT2458  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 BT2458  ELLIP HEIGHT-         120.56  (meters)          (07/29/02) GPS OBS
 BT2458  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BT2458
 BT2458  HORZ ORDER  -  FIRST
 BT2458  ELLP ORDER  -  FOURTH    CLASS I
 BT2458
 BT2458.The horizontal coordinates were established by GPS observations
 BT2458.and adjusted by the National Geodetic Survey in March 1994..
 BT2458
 BT2458.The orthometric height was determined by GPS observations and a
 BT2458.high-resolution geoid model.
 BT2458
 BT2458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2458
 BT2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2458
 BT2458.The ellipsoidal height was determined by GPS observations
 BT2458.and is referenced to NAD 83.
 BT2458
 BT2458.The geoid height was determined by GEOID03.
 BT2458
 BT2458;                    North         East     Units Scale Factor Converg.
 BT2458;SPC AL E     -   121,447.945   237,430.249   MT  0.99997727   +0 12 23.9
 BT2458;UTM  16      - 3,496,585.479   648,104.689   MT  0.99987054   +0 49 04.8
 BT2458
 BT2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2458!SPC AL E     -   0.99998107  x   0.99997727  =   0.99995834
 BT2458!UTM  16      -   0.99998107  x   0.99987054  =   0.99985161
 BT2458
 BT2458                          SUPERSEDED SURVEY CONTROL
 BT2458
 BT2458  ELLIP H (03/24/94)  120.54   (m)                       GP(       ) 4 1
 BT2458  NGVD 29 (05/23/94)  146.9    (m)          482.     (f) GPS OBS        
 BT2458
 BT2458.Superseded values are not recommended for survey control.
 BT2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2458.See file dsdata.txt to determine how the superseded data were derived.
 BT2458
 BT2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4810596585(NAD 83)
 BT2458_MARKER: DD = SURVEY DISK
 BT2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2458_SP_SET: CONCRETE POST
 BT2458_STAMPING: 23-25 1993
 BT2458_MARK LOGO: ALHD  
 BT2458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2458+STABILITY: SURFACE MOTION
 BT2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2458+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2458
 BT2458  HISTORY     - Date     Condition        Report By
 BT2458  HISTORY     - 1993     MONUMENTED       ALHD
 BT2458
 BT2458                          STATION DESCRIPTION
 BT2458
 BT2458'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2458'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 BT2458'ALA 105, ABOUT 15.05 MI (24.22 KM) NORTHEAST OF OZARK AND ABOUT 16.50
 BT2458'MI (26.55 KM) EAST OF ARITON.
 BT2458'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND ALA 105 (MILE
 BT2458'POST 0.00 ON ALA 105 AND MILE POST 47.40 ON ALA 27) IN OZARK, DRIVE
 BT2458'NORTHEAST ON ALA 105 FOR 16.30 MI (26.23 KM) TO MILE POST 16.30 AND
 BT2458'THE STATION ON THE RIGHT.
 BT2458'THE STATION IS 2.9 FT (0.9 M) NORTHWEST OF A FOUR STRAND BARBED WIRE
 BT2458'FENCE ON TREATED WOOD POSTS, 38.9 FT (11.9 M) SOUTHEAST OF THE
 BT2458'CENTERLINE OF ALA 105, 88.2 FT (26.9 M) NORTH-NORTHEAST OF A POER
 BT2458'POLE IN A FIELD, 151.4 FT (46.1 M) SOUTHWEST OF THE SOUTHWEST CORNER
 BT2458'OF A FOUR FOOT CHAIN LINK FENCE, 155.9 FT (47.5 M) SOUTH OF TELEPHONE
 BT2458'CABLE PEDESTAL NO. P 82 ACROSS THE ROAD, 157.0 FT (47.9 M) SOUTH OF A
 BT2458'TELEPHONE SERVICE POLE ACROSS THE ROAD, 3.0 FT (0.9 M) NORTHWEST OF A
 BT2458'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2458'STATION 23-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2459 ***********************************************************************
 BT2459  DESIGNATION -  23 26
 BT2459  PID         -  BT2459
 BT2459  STATE/COUNTY-  AL/DALE
 BT2459  USGS QUAD   -  ECHO (1979)
 BT2459
 BT2459                         *CURRENT SURVEY CONTROL
 BT2459  ___________________________________________________________________
 BT2459* NAD 83(1992)-  31 28 06.83088(N)    085 27 35.89030(W)     ADJUSTED  
 BT2459* NAVD 88     -       129.5    (meters)     425.     (feet)  GPS OBS   
 BT2459  ___________________________________________________________________
 BT2459  X           -     431,013.271 (meters)                     COMP
 BT2459  Y           -  -5,428,054.915 (meters)                     COMP
 BT2459  Z           -   3,310,368.360 (meters)                     COMP
 BT2459  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BT2459  ELLIP HEIGHT-         102.97  (meters)          (07/29/02) GPS OBS
 BT2459  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BT2459
 BT2459  HORZ ORDER  -  FIRST
 BT2459  ELLP ORDER  -  FOURTH    CLASS I
 BT2459
 BT2459.The horizontal coordinates were established by GPS observations
 BT2459.and adjusted by the National Geodetic Survey in March 1994..
 BT2459
 BT2459.The orthometric height was determined by GPS observations and a
 BT2459.high-resolution geoid model.
 BT2459
 BT2459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2459
 BT2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2459
 BT2459.The ellipsoidal height was determined by GPS observations
 BT2459.and is referenced to NAD 83.
 BT2459
 BT2459.The geoid height was determined by GEOID03.
 BT2459
 BT2459;                    North         East     Units Scale Factor Converg.
 BT2459;SPC AL E     -   107,439.992   235,480.987   MT  0.99997552   +0 11 41.7
 BT2459;UTM  16      - 3,482,559.089   646,304.934   MT  0.99986401   +0 48 14.7
 BT2459
 BT2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2459!SPC AL E     -   0.99998383  x   0.99997552  =   0.99995935
 BT2459!UTM  16      -   0.99998383  x   0.99986401  =   0.99984784
 BT2459
 BT2459:                Primary Azimuth Mark                     Grid Az
 BT2459:SPC AL E     -  23 27                                    333 30 20.3
 BT2459:UTM  16      -  23 27                                    332 53 47.3
 BT2459
 BT2459|---------------------------------------------------------------------|
 BT2459| PID    Reference Object                     Distance      Geod. Az  |
 BT2459|                                                           dddmmss.s |
 BT2459| BT2460 23 27                               APPROX. 0.5 KM 3334202.0 |
 BT2459|---------------------------------------------------------------------|
 BT2459
 BT2459                          SUPERSEDED SURVEY CONTROL
 BT2459
 BT2459  ELLIP H (03/24/94)  102.96   (m)                       GP(       ) 4 1
 BT2459  NGVD 29 (05/23/94)  129.6    (m)          425.     (f) GPS OBS        
 BT2459
 BT2459.Superseded values are not recommended for survey control.
 BT2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2459.See file dsdata.txt to determine how the superseded data were derived.
 BT2459
 BT2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4630582559(NAD 83)
 BT2459_MARKER: DD = SURVEY DISK
 BT2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2459_SP_SET: CONCRETE POST
 BT2459_STAMPING: 23-26 1993
 BT2459_MARK LOGO: ALHD  
 BT2459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2459+STABILITY: SURFACE MOTION
 BT2459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2459+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2459
 BT2459  HISTORY     - Date     Condition        Report By
 BT2459  HISTORY     - 1993     MONUMENTED       ALHD
 BT2459
 BT2459                          STATION DESCRIPTION
 BT2459
 BT2459'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2459'THE STATION IS LOCATED IN DALE COUNTY ON THE EAST RIGHT OF WAY OF DALE
 BT2459'COUNTY ROAD NO. 67, ABOUT 10.60 MI (17.06 KM) EAST OF OZARK AND ABOUT
 BT2459'10.45 MI (16.82 KM) NORTH-NORTHEAST OF MIDLAND CITY.
 BT2459'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND ALA 105 (MILE
 BT2459'POST 47.40 ON ALA 27 AND MILE POST 0.00 ON ALA 105) IN OZARK, DRIVE
 BT2459'SOUTHEAST AND NORTHEAST ON ALA 27 FOR 13.25 MI (21.32 KM) TO MILE
 BT2459'POST 60.65 AND DALE COUNTY ROAD NO. 83 LEFT AND RIGHT AT A TRAFFIC
 BT2459'LIGHT IN ECHO, TURN RIGHT ON DALE COUNTY ROAD NO. 83 AND DRIVE
 BT2459'SOUTHEAST FOR 0.20 MI (0.32 KM) TO A Y-INTERSECTION WITH DALE COUNTY
 BT2459'ROAD NO. 83 ON THE LEFT AND DALE COUNTY ROAD NO. 67 ON THE RIGHT,
 BT2459'BEAR RIGHT ON DALE COUNTY ROAD NO. 67 AND DRIVE SOUTH FOR 0.45 MI
 BT2459'(0.72 KM) TO THE STATION ON THE LEFT.
 BT2459'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A HOG WIRE FENCE WITH
 BT2459'THREE STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 39.8 FT (12.1 M)
 BT2459'EAST-NORTHEAST OF THE CENTERLINE OF DALE COUNTY ROAD NO. 67, 126.1 FT
 BT2459'(38.4 M) SOUTH-SOUTHEAST OF A POWER POLE, 2.8 FT (0.9 M) WEST OF A
 BT2459'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2459'STATION 23-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2460 ***********************************************************************
 BT2460  DESIGNATION -  23 27
 BT2460  PID         -  BT2460
 BT2460  STATE/COUNTY-  AL/DALE
 BT2460  USGS QUAD   -  ECHO (1979)
 BT2460
 BT2460                         *CURRENT SURVEY CONTROL
 BT2460  ___________________________________________________________________
 BT2460* NAD 83(1992)-  31 28 22.17329(N)    085 27 44.73736(W)     ADJUSTED  
 BT2460* NAVD 88     -       134.9    (meters)     443.     (feet)  GPS OBS   
 BT2460  ___________________________________________________________________
 BT2460  X           -     430,761.303 (meters)                     COMP
 BT2460  Y           -  -5,427,832.107 (meters)                     COMP
 BT2460  Z           -   3,310,774.241 (meters)                     COMP
 BT2460  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BT2460  ELLIP HEIGHT-         108.42  (meters)          (07/29/02) GPS OBS
 BT2460  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BT2460
 BT2460  HORZ ORDER  -  FIRST
 BT2460  ELLP ORDER  -  FOURTH    CLASS I
 BT2460
 BT2460.The horizontal coordinates were established by GPS observations
 BT2460.and adjusted by the National Geodetic Survey in March 1994..
 BT2460
 BT2460.The orthometric height was determined by GPS observations and a
 BT2460.high-resolution geoid model.
 BT2460
 BT2460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2460
 BT2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2460
 BT2460.The ellipsoidal height was determined by GPS observations
 BT2460.and is referenced to NAD 83.
 BT2460
 BT2460.The geoid height was determined by GEOID03.
 BT2460
 BT2460;                    North         East     Units Scale Factor Converg.
 BT2460;SPC AL E     -   107,911.721   235,245.849   MT  0.99997532   +0 11 37.1
 BT2460;UTM  16      - 3,483,028.239   646,064.821   MT  0.99986315   +0 48 10.4
 BT2460
 BT2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2460!SPC AL E     -   0.99998298  x   0.99997532  =   0.99995830
 BT2460!UTM  16      -   0.99998298  x   0.99986315  =   0.99984613
 BT2460
 BT2460:                Primary Azimuth Mark                     Grid Az
 BT2460:SPC AL E     -  23 26                                    153 30 20.3
 BT2460:UTM  16      -  23 26                                    152 53 47.0
 BT2460
 BT2460|---------------------------------------------------------------------|
 BT2460| PID    Reference Object                     Distance      Geod. Az  |
 BT2460|                                                           dddmmss.s |
 BT2460| BT2459 23 26                               APPROX. 0.5 KM 1534157.4 |
 BT2460|---------------------------------------------------------------------|
 BT2460
 BT2460                          SUPERSEDED SURVEY CONTROL
 BT2460
 BT2460  NGVD 29 (05/23/94)  135.0    (m)          443.     (f) GPS OBS        
 BT2460
 BT2460.Superseded values are not recommended for survey control.
 BT2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2460.See file dsdata.txt to determine how the superseded data were derived.
 BT2460
 BT2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4606583028(NAD 83)
 BT2460_MARKER: DD = SURVEY DISK
 BT2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2460_SP_SET: CONCRETE POST
 BT2460_STAMPING: 23-27 1993
 BT2460_MARK LOGO: ALHD  
 BT2460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2460+STABILITY: SURFACE MOTION
 BT2460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2460+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2460
 BT2460  HISTORY     - Date     Condition        Report By
 BT2460  HISTORY     - 1993     MONUMENTED       ALHD
 BT2460
 BT2460                          STATION DESCRIPTION
 BT2460
 BT2460'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2460'THE STATION IS LOCATED IN DALE COUNTY ON THE WEST RIGHT OF WAY OF DALE
 BT2460'COUNTY ROAD NO. 67, ABOUT 10.45 MI (16.82 KM) EAST OF OZARK AND ABOUT
 BT2460'10.70 MI (17.22 KM) NORTH-NORTHEAST OF MIDLAND CITY.
 BT2460'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND ALA 105 (MILE
 BT2460'POST 47.40 ON ALA 27 AND MILE POST 0.00 ON ALA 105) IN OZARK, DRIVE
 BT2460'SOUTHEAST AND NORTHEAST ON ALA 27 FOR 13.25 MI (21.32 KM) TO MILE
 BT2460'POST 60.65 AND DALE COUNTY ROAD NO. 83 LEFT AND RIGHT AT A TRAFFIC
 BT2460'LIGHT IN ECHO, TURN RIGHT ON DALE COUNTY ROAD NO. 83 AND DRIVE
 BT2460'SOUTHEAST FOR 0.20 MI (0.32 KM) TO A Y-INTERSECTION WITH DALE COUNTY
 BT2460'ROAD NO. 83 ON THE LEFT AND DALE COUNTY ROAD NO. 67 ON THE RIGHT,
 BT2460'BEAR RIGHT ON DALE COUNTY ROAD NO. 67 AND DRIVE SOUTH FOR 0.10 MI
 BT2460'(0.16 KM) TO THE STATION ON THE RIGHT.
 BT2460'THE STATION IS 3.0 FT (0.9 M) EAST-NORTHEAST OF A THREE STRAND BARBED
 BT2460'WIRE FENCE ON TREATED WOOD POSTS, 29.4 FT (9.0 M) WEST-SOUTHWEST OF
 BT2460'THE CENTERLINE OF DALE COUNTY ROAD NO. 67, 101.4 FT (30.9 M)
 BT2460'SOUTH-SOUTHEAST OF A POWER POLE, 104.0 FT (31.7 M) SOUTH-SOUTHEAST OF
 BT2460'THE NORTHEAST CORNER OF THE FENCE, 182.4 FT (55.6 M) NORTHWEST OF
 BT2460'TELEPHONE CABLE PEDESTAL NO. P 203 ACROSS THE ROAD, 3.2 FT (1.0 M)
 BT2460'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2460'STATION 23-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2461 ***********************************************************************
 BT2461  DESIGNATION -  23 28
 BT2461  PID         -  BT2461
 BT2461  STATE/COUNTY-  AL/DALE
 BT2461  USGS QUAD   -  EWELL (1981)
 BT2461
 BT2461                         *CURRENT SURVEY CONTROL
 BT2461  ___________________________________________________________________
 BT2461* NAD 83(1992)-  31 28 16.07683(N)    085 33 13.13263(W)     ADJUSTED  
 BT2461* NAVD 88     -        90.2    (meters)     296.     (feet)  GPS OBS   
 BT2461  ___________________________________________________________________
 BT2461  X           -     422,123.727 (meters)                     COMP
 BT2461  Y           -  -5,428,570.805 (meters)                     COMP
 BT2461  Z           -   3,310,590.777 (meters)                     COMP
 BT2461  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BT2461  ELLIP HEIGHT-          63.76  (meters)          (07/29/02) GPS OBS
 BT2461  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BT2461
 BT2461  HORZ ORDER  -  FIRST
 BT2461  ELLP ORDER  -  FOURTH    CLASS I
 BT2461
 BT2461.The horizontal coordinates were established by GPS observations
 BT2461.and adjusted by the National Geodetic Survey in March 1994..
 BT2461
 BT2461.The orthometric height was determined by GPS observations and a
 BT2461.high-resolution geoid model.
 BT2461
 BT2461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2461
 BT2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2461
 BT2461.The ellipsoidal height was determined by GPS observations
 BT2461.and is referenced to NAD 83.
 BT2461
 BT2461.The geoid height was determined by GEOID03.
 BT2461
 BT2461;                    North         East     Units Scale Factor Converg.
 BT2461;SPC AL E     -   107,698.266   226,577.906   MT  0.99996871   +0 08 45.7
 BT2461;UTM  16      - 3,482,722.669   637,400.712   MT  0.99983285   +0 45 18.8
 BT2461
 BT2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2461!SPC AL E     -   0.99998999  x   0.99996871  =   0.99995870
 BT2461!UTM  16      -   0.99998999  x   0.99983285  =   0.99982284
 BT2461
 BT2461:                Primary Azimuth Mark                     Grid Az
 BT2461:SPC AL E     -  23 29                                    094 49 38.1
 BT2461:UTM  16      -  23 29                                    094 13 05.0
 BT2461
 BT2461|---------------------------------------------------------------------|
 BT2461| PID    Reference Object                     Distance      Geod. Az  |
 BT2461|                                                           dddmmss.s |
 BT2461| BT2462 23 29                               490.895 METERS 0945823.8 |
 BT2461|---------------------------------------------------------------------|
 BT2461
 BT2461                          SUPERSEDED SURVEY CONTROL
 BT2461
 BT2461  NGVD 29 (05/23/94)   90.3    (m)          296.     (f) GPS OBS        
 BT2461
 BT2461.Superseded values are not recommended for survey control.
 BT2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2461.See file dsdata.txt to determine how the superseded data were derived.
 BT2461
 BT2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3740182723(NAD 83)
 BT2461_MARKER: DD = SURVEY DISK
 BT2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2461_SP_SET: CONCRETE POST
 BT2461_STAMPING: 23-28 1993
 BT2461_MARK LOGO: ALHD  
 BT2461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2461+STABILITY: SURFACE MOTION
 BT2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2461+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2461
 BT2461  HISTORY     - Date     Condition        Report By
 BT2461  HISTORY     - 1993     MONUMENTED       ALHD
 BT2461
 BT2461                          STATION DESCRIPTION
 BT2461
 BT2461'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2461'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2461'DALE COUNTY ROAD NO. 36, ABOUT 5.10 MI (8.21 KM) EAST OF OZARK AND
 BT2461'ABOUT 11.00 MI (17.70 KM) NORTH-NORTHWEST OF MIDLAND CITY.
 BT2461'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND ALA 105 (MILE
 BT2461'POST 0.00 ON ALA 105 AND MILE POST 47.40 ON ALA 27) IN OZARK, DRIVE
 BT2461'NORTHEAST ON ALA 105 FOR 1.70 MI (2.74 KM) TO MILE POST 1.70 AND DALE
 BT2461'COUNTY ROAD NO. 36 ON THE RIGHT, TURN RIGHT ON DALE COUNTY ROAD NO.
 BT2461'36 AND DRIVE SOUTHEAST, NORTHEAST, AND EAST FOR 3.55 MI (5.71 KM) TO
 BT2461'THE STATION ON THE RIGHT.
 BT2461'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 BT2461'ON TREATED WOOD POSTS, 38.5 FT (11.7 M) SOUTH OF THE CENTERLINE OF
 BT2461'DALE COUNTY ROAD NO. 36, 143.0 FT (43.6 M) WEST-SOUTHWEST OF A
 BT2461'JUNCTION POWER POLE ACROSS THE ROAD, 3.1 FT (0.9 M) NORTH OF A
 BT2461'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2461'STATION 23-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2462 ***********************************************************************
 BT2462  DESIGNATION -  23 29
 BT2462  PID         -  BT2462
 BT2462  STATE/COUNTY-  AL/DALE
 BT2462  USGS QUAD   -  EWELL (1981)
 BT2462
 BT2462                         *CURRENT SURVEY CONTROL
 BT2462  ___________________________________________________________________
 BT2462* NAD 83(1992)-  31 28 14.69473(N)    085 32 54.60654(W)     ADJUSTED  
 BT2462* NAVD 88     -        83.7    (meters)     275.     (feet)  GPS OBS   
 BT2462  ___________________________________________________________________
 BT2462  X           -     422,612.595 (meters)                     COMP
 BT2462  Y           -  -5,428,549.456 (meters)                     COMP
 BT2462  Z           -   3,310,551.051 (meters)                     COMP
 BT2462  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BT2462  ELLIP HEIGHT-          57.21  (meters)          (07/29/02) GPS OBS
 BT2462  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 BT2462
 BT2462  HORZ ORDER  -  FIRST
 BT2462  ELLP ORDER  -  FOURTH    CLASS I
 BT2462
 BT2462.The horizontal coordinates were established by GPS observations
 BT2462.and adjusted by the National Geodetic Survey in March 1994..
 BT2462
 BT2462.The orthometric height was determined by GPS observations and a
 BT2462.high-resolution geoid model.
 BT2462
 BT2462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2462
 BT2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2462
 BT2462.The ellipsoidal height was determined by GPS observations
 BT2462.and is referenced to NAD 83.
 BT2462
 BT2462.The geoid height was determined by GEOID03.
 BT2462
 BT2462;                    North         East     Units Scale Factor Converg.
 BT2462;SPC AL E     -   107,656.957   227,067.045   MT  0.99996903   +0 08 55.3
 BT2462;UTM  16      - 3,482,686.569   637,890.196   MT  0.99983451   +0 45 28.4
 BT2462
 BT2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2462!SPC AL E     -   0.99999102  x   0.99996903  =   0.99996005
 BT2462!UTM  16      -   0.99999102  x   0.99983451  =   0.99982553
 BT2462
 BT2462:                Primary Azimuth Mark                     Grid Az
 BT2462:SPC AL E     -  23 28                                    274 49 38.2
 BT2462:UTM  16      -  23 28                                    274 13 05.1
 BT2462
 BT2462|---------------------------------------------------------------------|
 BT2462| PID    Reference Object                     Distance      Geod. Az  |
 BT2462|                                                           dddmmss.s |
 BT2462| BT2461 23 28                               490.895 METERS 2745833.5 |
 BT2462|---------------------------------------------------------------------|
 BT2462
 BT2462                          SUPERSEDED SURVEY CONTROL
 BT2462
 BT2462  NGVD 29 (05/23/94)   83.8    (m)          275.     (f) GPS OBS        
 BT2462
 BT2462.Superseded values are not recommended for survey control.
 BT2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2462.See file dsdata.txt to determine how the superseded data were derived.
 BT2462
 BT2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3789082687(NAD 83)
 BT2462_MARKER: DD = SURVEY DISK
 BT2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2462_SP_SET: CONCRETE POST
 BT2462_STAMPING: 23-29 1993
 BT2462_MARK LOGO: ALHD  
 BT2462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2462+STABILITY: SURFACE MOTION
 BT2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2462+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2462
 BT2462  HISTORY     - Date     Condition        Report By
 BT2462  HISTORY     - 1993     MONUMENTED       ALHD
 BT2462
 BT2462                          STATION DESCRIPTION
 BT2462
 BT2462'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2462'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2462'DALE COUNTY ROAD NO. 36, ABOUT 5.40 MI (8.69 KM) EAST OF OZARK AND
 BT2462'ABOUT 10.05 MI (16.17 KM) NORTH-NORTHWEST OF MIDLAND CITY.
 BT2462'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND ALA 105 (MILE
 BT2462'POST 0.00 ON ALA 105 AND MILE POST 47.40 ON ALA 27) IN OZARK, DRIVE
 BT2462'NORTHEAST ON ALA 105 FOR 1.70 MI (2.74 KM) TO MILE POST 1.70 AND DALE
 BT2462'COUNTY ROAD NO. 36 ON THE RIGHT, TURN RIGHT ON DALE COUNTY ROAD NO.
 BT2462'36 AND DRIVE SOUTHEAST, NORTHEAST, AND EAST FOR 3.85 MI (6.20 KM) TO
 BT2462'THE STATION ON THE RIGHT.
 BT2462'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 BT2462'ON TREATED WOOD POSTS, 37.4 FT (11.4 M) SOUTH OF THE CENTERLINE OF
 BT2462'DALE COUNTY ROAD NO.36, 73.7 FT (22.5 M) WEST OF A POWER SERVICE
 BT2462'POLE, 75.3 FT (23.0 M) WEST OF THE NORTHEAST CORNER OF THE FENCE AND
 BT2462'THE NORTH POST OF A METAL GATE, 75.5 FT (23.0 M) SOUTH-SOUTHWEST OF A
 BT2462'TRANSFORMER POWER POLE ACROSS THE ROAD, 92.9 FT (28.3 M) EAST OF
 BT2462'TELEPHONE CABLE PEDESTAL NO. P 98.5 LP 6, 103.9 FT (31.7 M) SOUTHWEST
 BT2462'OF THE SOUTHWEST CORNER OF A LARGE FRAME BARN ACROSS THE ROAD, 2.9 FT
 BT2462'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2462'GROUND.
 BT2462'STATION 23-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2365 ***********************************************************************
 BT2365  DESIGNATION -  23 3
 BT2365  PID         -  BT2365
 BT2365  STATE/COUNTY-  AL/DALE
 BT2365  USGS QUAD   -  SKIPPERVILLE (1969)
 BT2365
 BT2365                         *CURRENT SURVEY CONTROL
 BT2365  ___________________________________________________________________
 BT2365* NAD 83(1992)-  31 36 31.43322(N)    085 31 44.58135(W)     ADJUSTED  
 BT2365* NAVD 88     -        86.7    (meters)     284.     (feet)  GPS OBS   
 BT2365  ___________________________________________________________________
 BT2365  X           -     423,831.865 (meters)                     COMP
 BT2365  Y           -  -5,420,429.703 (meters)                     COMP
 BT2365  Z           -   3,323,592.149 (meters)                     COMP
 BT2365  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BT2365  ELLIP HEIGHT-          60.39  (meters)          (07/29/02) GPS OBS
 BT2365  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BT2365
 BT2365  HORZ ORDER  -  FIRST
 BT2365  ELLP ORDER  -  FOURTH    CLASS I
 BT2365
 BT2365.The horizontal coordinates were established by GPS observations
 BT2365.and adjusted by the National Geodetic Survey in December 1992..
 BT2365
 BT2365.The orthometric height was determined by GPS observations and a
 BT2365.high-resolution geoid model.
 BT2365
 BT2365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2365
 BT2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2365
 BT2365.The ellipsoidal height was determined by GPS observations
 BT2365.and is referenced to NAD 83.
 BT2365
 BT2365.The geoid height was determined by GEOID03.
 BT2365
 BT2365;                    North         East     Units Scale Factor Converg.
 BT2365;SPC AL E     -   122,960.783   228,872.989   MT  0.99997028   +0 09 34.1
 BT2365;UTM  16      - 3,498,006.737   639,532.786   MT  0.99984013   +0 46 15.9
 BT2365
 BT2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2365!SPC AL E     -   0.99999052  x   0.99997028  =   0.99996080
 BT2365!UTM  16      -   0.99999052  x   0.99984013  =   0.99983065
 BT2365
 BT2365:                Primary Azimuth Mark                     Grid Az
 BT2365:SPC AL E     -  23 4                                     004 23 34.8
 BT2365:UTM  16      -  23 4                                     003 46 53.0
 BT2365
 BT2365|---------------------------------------------------------------------|
 BT2365| PID    Reference Object                     Distance      Geod. Az  |
 BT2365|                                                           dddmmss.s |
 BT2365| BT2366 23 4                                449.681 METERS 0043308.9 |
 BT2365|---------------------------------------------------------------------|
 BT2365
 BT2365                          SUPERSEDED SURVEY CONTROL
 BT2365
 BT2365  ELLIP H (12/04/92)   60.37   (m)                       GP(       ) 4 1
 BT2365  NAD 83(1986)-  31 36 31.44114(N)    085 31 44.58139(W) AD(       ) 1
 BT2365  NGVD 29 (12/04/92)   86.7    (m)          284.     (f) GPS OBS        
 BT2365
 BT2365.Superseded values are not recommended for survey control.
 BT2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2365.See file dsdata.txt to determine how the superseded data were derived.
 BT2365
 BT2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3953398007(NAD 83)
 BT2365_MARKER: DD = SURVEY DISK
 BT2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2365_SP_SET: CONCRETE POST
 BT2365_STAMPING: 23-3 1991
 BT2365_MARK LOGO: ALHD  
 BT2365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2365+STABILITY: SURFACE MOTION
 BT2365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2365+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2365
 BT2365  HISTORY     - Date     Condition        Report By
 BT2365  HISTORY     - 1991     MONUMENTED       ALHD
 BT2365
 BT2365                          STATION DESCRIPTION
 BT2365
 BT2365'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2365'THE STATION IS LOCATED IN DALE COUNTY ON THE EAST RIGHT OF WAY OF DALE
 BT2365'COUNTY ROAD NO. 33, ABOUT 11.20 MI (18.02 KM) EAST OF ARITON, AND
 BT2365'ABOUT 12.10 MI (19.47 KM) NORTHEAST OF OZARK.
 BT2365'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 27 (MILE
 BT2365'POST 44.90 ON ALA 27 AND MILE POST 44.70 ON U. S. 231) IN OZARK,
 BT2365'DRIVE EASTERLY ON ALA 27 FOR 2.50 MI (4.02 KM) TO MILE POST 47.40
 BT2365'WHERE ALA 27 MAKES A SHARP TURN TO THE RIGHT, JUST BEFORE CROSSING A
 BT2365'RAILROAD, AND ALA 105 CONTINUES EAST, CONTINUE EAST ACROSS THE
 BT2365'RAILROAD ON ALA 105 AND DRIVE EAST AND NORTHEAST FOR 9.10 MI
 BT2365'(14.64 KM) TO MILE POST 9.10 AND DALE COUNTY ROAD NO. 33 LEFT AND
 BT2365'RIGHT, TURN LEFT ON DALE COUNTY ROAD NO. 33 AND DRIVE NORTH FOR 3.35
 BT2365'MI (5.39 KM) TO A PAVED CROSS ROAD AT A FOUR WAY STOP WITH DALE
 BT2365'COUNTY ROAD NO. 68 LEFT AND RIGHT, CONTINUE NORTH ON DALE COUNTY ROAD
 BT2365'NO. 33 FOR 0.50 MI (0.80 KM) TO THE STATION ON THE RIGHT.
 BT2365'THE STATION IS 2.6 FT (0.8 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND
 BT2365'OF BARBED WIRE ON WOOD POSTS, 41.2 FT (12.6 M) EAST OF THE CENTERLINE
 BT2365'OF DALE COUNTY ROAD NO. 33, 73.9 FT (22.5 M) SOUTH OF A POWER POLE IN
 BT2365'THE WEST EDGE OF A FIELD, 2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS
 BT2365'POST, AND SET FLUSH WITH THE GROUND.
 BT2365'STATION 23-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2463 ***********************************************************************
 BT2463  DESIGNATION -  23 32
 BT2463  PID         -  BT2463
 BT2463  STATE/COUNTY-  AL/DALE
 BT2463  USGS QUAD   -  EWELL (1981)
 BT2463
 BT2463                         *CURRENT SURVEY CONTROL
 BT2463  ___________________________________________________________________
 BT2463* NAD 83(1992)-  31 22 31.66546(N)    085 34 51.21108(W)     ADJUSTED  
 BT2463* NAVD 88     -        73.5    (meters)     241.     (feet)  GPS OBS   
 BT2463  ___________________________________________________________________
 BT2463  X           -     419,967.413 (meters)                     COMP
 BT2463  Y           -  -5,434,270.384 (meters)                     COMP
 BT2463  Z           -   3,301,529.997 (meters)                     COMP
 BT2463  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BT2463  ELLIP HEIGHT-          46.77  (meters)          (07/29/02) GPS OBS
 BT2463  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BT2463
 BT2463  HORZ ORDER  -  FIRST
 BT2463  ELLP ORDER  -  FOURTH    CLASS I
 BT2463
 BT2463.The horizontal coordinates were established by GPS observations
 BT2463.and adjusted by the National Geodetic Survey in March 1994..
 BT2463
 BT2463.The orthometric height was determined by GPS observations and a
 BT2463.high-resolution geoid model.
 BT2463
 BT2463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2463
 BT2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2463
 BT2463.The ellipsoidal height was determined by GPS observations
 BT2463.and is referenced to NAD 83.
 BT2463
 BT2463.The geoid height was determined by GEOID03.
 BT2463
 BT2463;                    North         East     Units Scale Factor Converg.
 BT2463;SPC AL E     -    97,084.805   224,013.323   MT  0.99996711   +0 07 53.2
 BT2463;UTM  16      - 3,472,084.058   634,949.306   MT  0.99982462   +0 44 20.3
 BT2463
 BT2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2463!SPC AL E     -   0.99999266  x   0.99996711  =   0.99995977
 BT2463!UTM  16      -   0.99999266  x   0.99982462  =   0.99981728
 BT2463
 BT2463|---------------------------------------------------------------------|
 BT2463| PID    Reference Object                     Distance      Geod. Az  |
 BT2463|                                                           dddmmss.s |
 BT2463| BT2464 23 33                               396.861 METERS 09338     |
 BT2463|---------------------------------------------------------------------|
 BT2463
 BT2463                          SUPERSEDED SURVEY CONTROL
 BT2463
 BT2463  NGVD 29 (05/23/94)   73.5    (m)          241.     (f) GPS OBS        
 BT2463
 BT2463.Superseded values are not recommended for survey control.
 BT2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2463.See file dsdata.txt to determine how the superseded data were derived.
 BT2463
 BT2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3494972084(NAD 83)
 BT2463_MARKER: DD = SURVEY DISK
 BT2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2463_SP_SET: CONCRETE POST
 BT2463_STAMPING: 23-32 1993
 BT2463_MARK LOGO: ALHD  
 BT2463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2463+STABILITY: SURFACE MOTION
 BT2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2463+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2463
 BT2463  HISTORY     - Date     Condition        Report By
 BT2463  HISTORY     - 1993     MONUMENTED       ALHD
 BT2463
 BT2463                          STATION DESCRIPTION
 BT2463
 BT2463'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2463'THE STATION IS LOCATED IN DALE COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2463'DALE COUNTY ROAD NO. 18, ABOUT 3.10 MI (4.99 KM) NORTH-NORTHEAST OF
 BT2463'NEWTON AND ABOUT 6.70 MI (10.78 KM) SOUTHEAST OF OZARK.
 BT2463'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 249 (MILE
 BT2463'POST 43.95 ON U.S. 231 AND MILE POST 5.20 ON ALA 249) AT A TRAFFIC
 BT2463'LIGHT IN OZARK, DRIVE SOUTHEAST ON U.S. 231 FOR 7.35 MI (11.83 KM) TO
 BT2463'MILE POST 36.60 AND DALE COUNTY ROAD NO. 18 LEFT AND RIGHT, TURN
 BT2463'RIGHT ON DALE COUNTY ROAD NO. 18 AND DRIVE WEST FOR 0.70 MI
 BT2463'(1.13 KM) TO THE STATION ON THE RIGHT.
 BT2463'THE STATION IS LOCATED IN FRONT OF HUNT ARMY AIRFIELD, 2.9 FT (0.9 M)
 BT2463'SOUTH OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON TREATED
 BT2463'WOOD POSTS, 46.8 FT (14.3 M) NORTH OF THE CENTERLINE OF DALE COUNTY
 BT2463'ROAD NO. 18, 106.0 FT (32.3 M) EAST-NORTHEAST OF A FENCE CORNER AT A
 BT2463'CONCRETE DITCH FLUME, 253.9 FT (77.4 M) WEST OF TELEPHONE CABLE
 BT2463'PEDESTAL NO. 50, 275.3 FT (83.9 M) WEST OF THE WEST POST OF A DOUBLE
 BT2463'METAL GATE, 285.3 FT (87.0 M) WEST OF THE CENTER OF THE PAVED
 BT2463'ENTRANCE ROAD TO HUNT FIELD, 3.0 FT (0.9 M) SOUTH OF A CARSONITE
 BT2463'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2463'STATION 23-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2464 ***********************************************************************
 BT2464  DESIGNATION -  23 33
 BT2464  PID         -  BT2464
 BT2464  STATE/COUNTY-  AL/DALE
 BT2464  USGS QUAD   -  EWELL (1981)
 BT2464
 BT2464                         *CURRENT SURVEY CONTROL
 BT2464  ___________________________________________________________________
 BT2464* NAD 83(1992)-  31 22 30.84788(N)    085 34 36.22267(W)     ADJUSTED  
 BT2464* NAVD 88     -        70.1    (meters)     230.     (feet)  GPS OBS   
 BT2464  ___________________________________________________________________
 BT2464  X           -     420,363.086 (meters)                     COMP
 BT2464  Y           -  -5,434,250.038 (meters)                     COMP
 BT2464  Z           -   3,301,506.734 (meters)                     COMP
 BT2464  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 BT2464  ELLIP HEIGHT-          43.38  (meters)          (07/29/02) GPS OBS
 BT2464  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BT2464
 BT2464  HORZ ORDER  -  FIRST
 BT2464  ELLP ORDER  -  FOURTH    CLASS I
 BT2464
 BT2464.The horizontal coordinates were established by GPS observations
 BT2464.and adjusted by the National Geodetic Survey in March 1994..
 BT2464
 BT2464.The orthometric height was determined by GPS observations and a
 BT2464.high-resolution geoid model.
 BT2464
 BT2464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2464
 BT2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2464
 BT2464.The ellipsoidal height was determined by GPS observations
 BT2464.and is referenced to NAD 83.
 BT2464
 BT2464.The geoid height was determined by GEOID03.
 BT2464
 BT2464;                    North         East     Units Scale Factor Converg.
 BT2464;SPC AL E     -    97,060.542   224,409.428   MT  0.99996735   +0 08 01.0
 BT2464;UTM  16      - 3,472,063.998   635,345.590   MT  0.99982594   +0 44 28.1
 BT2464
 BT2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2464!SPC AL E     -   0.99999319  x   0.99996735  =   0.99996054
 BT2464!UTM  16      -   0.99999319  x   0.99982594  =   0.99981913
 BT2464
 BT2464|---------------------------------------------------------------------|
 BT2464| PID    Reference Object                     Distance      Geod. Az  |
 BT2464|                                                           dddmmss.s |
 BT2464| BT2463 23 32                               396.861 METERS 27338     |
 BT2464|---------------------------------------------------------------------|
 BT2464
 BT2464                          SUPERSEDED SURVEY CONTROL
 BT2464
 BT2464  NGVD 29 (05/23/94)   70.1    (m)          230.     (f) GPS OBS        
 BT2464
 BT2464.Superseded values are not recommended for survey control.
 BT2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2464.See file dsdata.txt to determine how the superseded data were derived.
 BT2464
 BT2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3534672064(NAD 83)
 BT2464_MARKER: DD = SURVEY DISK
 BT2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2464_SP_SET: CONCRETE POST
 BT2464_STAMPING: 23-33
 BT2464_MARK LOGO: ALHD  
 BT2464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2464+STABILITY: SURFACE MOTION
 BT2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2464+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2464
 BT2464  HISTORY     - Date     Condition        Report By
 BT2464  HISTORY     - 1993     MONUMENTED       ALHD
 BT2464
 BT2464                          STATION DESCRIPTION
 BT2464
 BT2464'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2464'THE STATION IS LOCATED IN DALE COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2464'DALE COUNTY ROAD NO. 18, ABOUT 3.20 MI (5.15 KM) NORTH-NORTHEAST OF
 BT2464'NEWTON AND ABOUT 6.80 MI (10.94 KM) SOUTHEAST OF OZARK.
 BT2464'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 249 (MILE
 BT2464'POST 43.95 ON U.S. 231 AND MILE POST 5.20 ON ALA 249) AT A TRAFFIC
 BT2464'LIGHT IN OZARK, DRIVE SOUTHEAST ON U.S. 231 FOR 7.35 MI (11.83 KM) TO
 BT2464'MILE POST 36.60 AND DALE COUNTY ROAD NO. 18 LEFT AND RIGHT, TURN
 BT2464'RIGHT ON DALE COUNTY ROAD NO. 18 AND DRIVE WEST FOR 0.45 MI
 BT2464'(0.72 KM) TO THE STATION ON THE RIGHT.
 BT2464'THE STATION IS 5.3 FT (1.6 M) SOUTH OF A SIX-FOOT CHAIN LINK FENCE
 BT2464'WITH THREE STRANDS OF BARBED WIRE, 39.9 FT (12.2 M) NORTH OF THE
 BT2464'CENTERLINE OF DALE CAOUNTY ROAD NO. 18, 85.8 FT (26.2 M) EAST OF
 BT2464'TELEPHONE CABLE PEDESTAL NO. 56 AND A BURIED CABLE WARNING SIGN, 87.2
 BT2464'FT (26.6 M) WEST OF A JUNCTION POWER POLE WITH A SECURITY LIGHT, 88.8
 BT2464'FT (27.1 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 63 L 101, 114.3 FT
 BT2464'(34.8 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 62 ACROSS THE
 BT2464'ROAD, 118.1 FT (36.0 M) NORTHWEST OF TRANSFORMER POWER POLE NO. 4523
 BT2464'WITH A SECURITY LIGHT ACROSS THE ROAD, 5.4 FT (1.6 M) SOUTH OF A
 BT2464'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2464'STATION 23-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2465 ***********************************************************************
 BT2465  DESIGNATION -  23 36
 BT2465  PID         -  BT2465
 BT2465  STATE/COUNTY-  AL/DALE
 BT2465  USGS QUAD   -  DALEVILLE (1980)
 BT2465
 BT2465                         *CURRENT SURVEY CONTROL
 BT2465  ___________________________________________________________________
 BT2465* NAD 83(1992)-  31 19 21.29256(N)    085 43 37.01980(W)     ADJUSTED  
 BT2465* NAVD 88     -       106.1    (meters)     348.     (feet)  GPS OBS   
 BT2465  ___________________________________________________________________
 BT2465  X           -     406,342.418 (meters)                     COMP
 BT2465  Y           -  -5,438,392.955 (meters)                     COMP
 BT2465  Z           -   3,296,539.603 (meters)                     COMP
 BT2465  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BT2465  ELLIP HEIGHT-          79.35  (meters)          (07/29/02) GPS OBS
 BT2465  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BT2465
 BT2465  HORZ ORDER  -  FIRST
 BT2465  ELLP ORDER  -  FOURTH    CLASS I
 BT2465
 BT2465.The horizontal coordinates were established by GPS observations
 BT2465.and adjusted by the National Geodetic Survey in March 1994..
 BT2465
 BT2465.The orthometric height was determined by GPS observations and a
 BT2465.high-resolution geoid model.
 BT2465
 BT2465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2465
 BT2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2465
 BT2465.The ellipsoidal height was determined by GPS observations
 BT2465.and is referenced to NAD 83.
 BT2465
 BT2465.The geoid height was determined by GEOID03.
 BT2465
 BT2465;                    North         East     Units Scale Factor Converg.
 BT2465;SPC AL E     -    91,199.138   210,125.303   MT  0.99996126   +0 03 19.1
 BT2465;UTM  16      - 3,466,052.552   621,126.654   MT  0.99978096   +0 39 42.8
 BT2465
 BT2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2465!SPC AL E     -   0.99998754  x   0.99996126  =   0.99994880
 BT2465!UTM  16      -   0.99998754  x   0.99978096  =   0.99976850
 BT2465
 BT2465                          SUPERSEDED SURVEY CONTROL
 BT2465
 BT2465  ELLIP H (03/24/94)   79.38   (m)                       GP(       ) 4 1
 BT2465  NGVD 29 (05/23/94)  106.2    (m)          348.     (f) GPS OBS        
 BT2465
 BT2465.Superseded values are not recommended for survey control.
 BT2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2465.See file dsdata.txt to determine how the superseded data were derived.
 BT2465
 BT2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2112766053(NAD 83)
 BT2465_MARKER: DD = SURVEY DISK
 BT2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2465_SP_SET: CONCRETE POST
 BT2465_STAMPING: 23-36 1993
 BT2465_MARK LOGO: ALHD  
 BT2465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2465+STABILITY: SURFACE MOTION
 BT2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2465+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2465
 BT2465  HISTORY     - Date     Condition        Report By
 BT2465  HISTORY     - 1993     MONUMENTED       ALHD
 BT2465
 BT2465                          STATION DESCRIPTION
 BT2465
 BT2465'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2465'THE STATION IS LOCATED ON FORT RUCKER ON PROPERTY OWNED BY THE U.S.
 BT2465'ARMY, ABOUT 1.30 MI (2.09 KM) NORTH-NORTHWEST OF DALEVILLE AND ABOUT
 BT2465'10.65 MI (17.14 KM) SOUTH-SOUTHWEST OF OZARK.
 BT2465'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 248 (MILE
 BT2465'POST 1.30 ON ALA 248 AND MILE POST 184.10 ON U.S. 84) AT A TRAFFIC
 BT2465'LIGHT IN ENTERPRISE, DRIVE EAST ON ALA 248 FOR 4.80 MI (7.72 KM) TO
 BT2465'MILE POST 6.10, THE END OF ALA 248, AND AN ENTRANCE TO FORT RUCKER,
 BT2465'CONTINUE SOUTHEAST ON ANDREWS AVENUE FOR 0.75 MI (1.21 KM) TO A
 BT2465'Y-INTERSECTION, BEAR RIGHT ON ANDREWS AVENUE AND DRIVE SOUTHEAST FOR
 BT2465'1.70 MI (2.74 KM) TO DUST OFF STREET ON THE RIGHT, TURN RIGHT ON DUST
 BT2465'OFF STREET AND DRIVE SOUTHWEST FOR 0.15 MI (0.24 KM) TO THE STATION
 BT2465'ON THE RIGHT.
 BT2465'THE STATION IS LOCATED IN FRONT OF THE VETERINARY TREATMENT FACILITY,
 BT2465'BUILDING T 07204, 38.0 FT (11.6 M) NORTHEAST OF THE CENTER OF THE
 BT2465'NORTHEAST SIDE OF A PAVED HORSE SHOE DRIVE, 139.2 FT (42.4 M) NORTH
 BT2465'OF A POWER POLE WITH THREE TRANSFORMERS, 181.5 FT (55.3 M)
 BT2465'NORTH-NORTHWEST OF A JUNCTION POWER POLE WITH A SECURITY LIGHT, 184.5
 BT2465'FT (56.2 M) NORTH-NORTHWEST OF A CABLE POLE WITH STEPS, 198.2 FT
 BT2465'(60.4 M) NORTHWEST OF A POWER POLE, 201.0 FT (61.3 M) NORTHWEST OF A
 BT2465'CABLE POLE, 217.6 FT (66.3 M) NORTHWEST OF THE CENTERLINE OF DUST OFF
 BT2465'STREET, 1.9 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 BT2465'FLUSH WITH THE GROUND.
 BT2465'STATION 23-37 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2466 ***********************************************************************
 BT2466  DESIGNATION -  23 37
 BT2466  PID         -  BT2466
 BT2466  STATE/COUNTY-  AL/DALE
 BT2466  USGS QUAD   -  DALEVILLE (1980)
 BT2466
 BT2466                         *CURRENT SURVEY CONTROL
 BT2466  ___________________________________________________________________
 BT2466* NAD 83(1992)-  31 19 14.20994(N)    085 43 18.99023(W)     ADJUSTED  
 BT2466* NAVD 88     -       100.2    (meters)     329.     (feet)  GPS OBS   
 BT2466  ___________________________________________________________________
 BT2466  X           -     406,825.868 (meters)                     COMP
 BT2466  Y           -  -5,438,465.462 (meters)                     COMP
 BT2466  Z           -   3,296,350.184 (meters)                     COMP
 BT2466  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BT2466  ELLIP HEIGHT-          73.44  (meters)          (07/29/02) GPS OBS
 BT2466  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BT2466
 BT2466  HORZ ORDER  -  FIRST
 BT2466  ELLP ORDER  -  FOURTH    CLASS I
 BT2466
 BT2466.The horizontal coordinates were established by GPS observations
 BT2466.and adjusted by the National Geodetic Survey in March 1994..
 BT2466
 BT2466.The orthometric height was determined by GPS observations and a
 BT2466.high-resolution geoid model.
 BT2466
 BT2466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2466
 BT2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2466
 BT2466.The ellipsoidal height was determined by GPS observations
 BT2466.and is referenced to NAD 83.
 BT2466
 BT2466.The geoid height was determined by GEOID03.
 BT2466
 BT2466;                    North         East     Units Scale Factor Converg.
 BT2466;SPC AL E     -    90,981.482   210,602.193   MT  0.99996139   +0 03 28.5
 BT2466;UTM  16      - 3,465,839.996   621,605.736   MT  0.99978240   +0 39 52.0
 BT2466
 BT2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2466!SPC AL E     -   0.99998847  x   0.99996139  =   0.99994986
 BT2466!UTM  16      -   0.99998847  x   0.99978240  =   0.99977087
 BT2466
 BT2466                          SUPERSEDED SURVEY CONTROL
 BT2466
 BT2466  ELLIP H (03/24/94)   73.46   (m)                       GP(       ) 4 1
 BT2466  NGVD 29 (05/23/94)  100.2    (m)          329.     (f) GPS OBS        
 BT2466
 BT2466.Superseded values are not recommended for survey control.
 BT2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2466.See file dsdata.txt to determine how the superseded data were derived.
 BT2466
 BT2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2160665840(NAD 83)
 BT2466_MARKER: DD = SURVEY DISK
 BT2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2466_SP_SET: CONCRETE POST
 BT2466_STAMPING: 23-37 1993
 BT2466_MARK LOGO: ALHD  
 BT2466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2466+STABILITY: SURFACE MOTION
 BT2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2466+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2466
 BT2466  HISTORY     - Date     Condition        Report By
 BT2466  HISTORY     - 1993     MONUMENTED       ALHD
 BT2466
 BT2466                          STATION DESCRIPTION
 BT2466
 BT2466'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2466'THE STATION IS LOCATED ON FORT RUCKER ON PROPERTY OWNED BY THE U.S.
 BT2466'ARMY, ABOUT 1.00 MI (1.61 KM) NORTH-NORTHWEST OF DALEVILLE AND ABOUT
 BT2466'10.65 MI (17.14 KM) SOUTH-SOUTHWEST OF OZARK.
 BT2466'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 248 (MILE
 BT2466'POST 1.30 ON ALA 248 AND MILE POST 184.10 ON U.S. 84) AT A TRAFFIC
 BT2466'LIGHT IN ENTERPRISE, DRIVE EAST ON ALA 248 FOR 4.80 MI (7.72 KM) TO
 BT2466'MILE POST 6.10, THE END OF ALA 248, AND AN ENTRANCE TO FORT RUCKER,
 BT2466'CONTINUE SOUTHEAST ON ANDREWS AVENUE FOR 0.75 MI (1.21 KM) TO A
 BT2466'Y-INTERSECTION, BEAR RIGHT ON ANDREWS AVENUE AND DRIVE SOUTHEAST FOR
 BT2466'1.70 MI (2.74 KM) TO DUST OFF STREET ON THE RIGHT, TURN RIGHT ON DUST
 BT2466'OFF STREET AND DRIVE SOUTHWEST FOR 0.20 MI (0.32 KM) TO 30TH STREET
 BT2466'ON THE LEFT, TURN LEFT ON 30TH STREET AND DRIVE SOUTH-SOUTHEAST FOR
 BT2466'0.15 MI (0.24 KM) TO A T-INTERSECTION, TURN LEFT AND DRIVE EAST AND
 BT2466'NORTHEAST FOR 0.20 MI (0.32 KM) TO THE STATION ON THE RIGHT.
 BT2466'THE STATION IS LOCATED SOUTH OF GUTHRIE ARMY AIRFIELD, 32.4 FT
 BT2466'(9.9 M) NORTH OF THE NORTH RAIL OF A RAILROAD, 40.0 FT (12.2 M) SOUTH
 BT2466'OF THE CENTER OF A PAVED STREET, 54.0 FT (16.5 M) SOUTH OF A SIX-FOOT
 BT2466'CHAIN LINK FENCE AROUND GUTHRIE FIELD, 79.0 FT (24.1 M) SOUTHEAST OF
 BT2466'A FENCE CORNER EAST OF A PAVED ENTRANCE ROAD, 103.0 FT (31.4 M)
 BT2466'EAST-NORTHEAST OF THE CENTER OF A RAILROAD GRADE CROSSING, 120.0 FT
 BT2466'(36.6 M) EAST OF THE NORTH POST OF A DOUBLE CHAIN LINK GATE ON THE
 BT2466'RAILROAD, 133.5 FT (40.7 M) EAST-NORTHEAST OF THE SOUTH POST OF A
 BT2466'DOUBLE CHAIN LINK GATE ON THE RAILROAD, 1.7 FT (0.5 M) WEST OF A
 BT2466'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2466'STATION 23-36 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2467 ***********************************************************************
 BT2467  DESIGNATION -  23 38
 BT2467  PID         -  BT2467
 BT2467  STATE/COUNTY-  AL/DALE
 BT2467  USGS QUAD   -  BELLWOOD (1981)
 BT2467
 BT2467                         *CURRENT SURVEY CONTROL
 BT2467  ___________________________________________________________________
 BT2467* NAD 83(1992)-  31 12 18.76502(N)    085 45 50.62801(W)     ADJUSTED  
 BT2467* NAVD 88     -        68.3    (meters)     224.     (feet)  GPS OBS   
 BT2467  ___________________________________________________________________
 BT2467  X           -     403,316.055 (meters)                     COMP
 BT2467  Y           -  -5,445,357.771 (meters)                     COMP
 BT2467  Z           -   3,285,396.297 (meters)                     COMP
 BT2467  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BT2467  ELLIP HEIGHT-          41.30  (meters)          (07/29/02) GPS OBS
 BT2467  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BT2467
 BT2467  HORZ ORDER  -  FIRST
 BT2467  ELLP ORDER  -  FOURTH    CLASS I
 BT2467
 BT2467.The horizontal coordinates were established by GPS observations
 BT2467.and adjusted by the National Geodetic Survey in March 1994..
 BT2467
 BT2467.The orthometric height was determined by GPS observations and a
 BT2467.high-resolution geoid model.
 BT2467
 BT2467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2467
 BT2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2467
 BT2467.The ellipsoidal height was determined by GPS observations
 BT2467.and is referenced to NAD 83.
 BT2467
 BT2467.The geoid height was determined by GEOID03.
 BT2467
 BT2467;                    North         East     Units Scale Factor Converg.
 BT2467;SPC AL E     -    78,183.693   206,601.107   MT  0.99996054   +0 02 09.2
 BT2467;UTM  16      - 3,453,003.002   617,740.839   MT  0.99977099   +0 38 25.5
 BT2467
 BT2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2467!SPC AL E     -   0.99999351  x   0.99996054  =   0.99995405
 BT2467!UTM  16      -   0.99999351  x   0.99977099  =   0.99976451
 BT2467
 BT2467                          SUPERSEDED SURVEY CONTROL
 BT2467
 BT2467  ELLIP H (03/24/94)   41.35   (m)                       GP(       ) 4 1
 BT2467  NGVD 29 (05/23/94)   68.4    (m)          224.     (f) GPS OBS        
 BT2467
 BT2467.Superseded values are not recommended for survey control.
 BT2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2467.See file dsdata.txt to determine how the superseded data were derived.
 BT2467
 BT2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1774153003(NAD 83)
 BT2467_MARKER: DD = SURVEY DISK
 BT2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2467_SP_SET: CONCRETE POST
 BT2467_STAMPING: 23-38 1993
 BT2467_MARK LOGO: ALHD  
 BT2467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2467+STABILITY: SURFACE MOTION
 BT2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2467+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2467
 BT2467  HISTORY     - Date     Condition        Report By
 BT2467  HISTORY     - 1993     MONUMENTED       ALHD
 BT2467
 BT2467                          STATION DESCRIPTION
 BT2467
 BT2467'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2467'THE STATION IS LOCATED IN DALE COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 BT2467'ALA 85, ABOUT 2.85 MI (4.59 KM) SOUTHWEST OF CLAYHATCHEE AND ABOUT
 BT2467'6.45 MI (10.38 KM) SOUTH-SOUTHEAST OF LEVEL PLAINS.
 BT2467'TO REACH THE STATION FROM THE JUNCTION OF ALA 12 AND ALA 85 SOUTH
 BT2467'(MILE POST 15.25 ON ALA 85 AND MILE POST 193.35 ON ALA 12) ABOUT 0.70
 BT2467'MI (1.13 KM) WEST OF CLAYHATCHEE, DRIVE SOUTHEAST ON ALA 85 FOR 2.50
 BT2467'MI (4.02 KM) TO MILE POST 12.75 AND THE STATION ON THE RIGHT.
 BT2467'THE STATION IS LOCATED AT THE CREST OF A TEN-FOOT BACKSLOPE, 20.0 FT
 BT2467'(6.1 M) NORTHWEST OF THE SOUTHWEST END OF A CONCRETE DITCH FLUME,
 BT2467'48.7 FT (14.8 M) NORTHWEST OF THE CENTERLINE OF ALA 85, 58.0 FT
 BT2467'(17.7 M) SOUTHWEST OF THE SOUTHWEST END OF THE TOP OF A FORTY-EIGHT
 BT2467'BY THIRTY-INCH BCCM PIPE IN THE NORTHWEST DITCH OF ALA 85, 64.0 FT
 BT2467'(19.5 M) NORTH OF THE CENTER OF THE INTERSECTION OF ALA 85 AND WALDEN
 BT2467'LANE ROAD, 78.0 FT (23.8 M) NORTHWEST OF A WALDEN LANE ROAD SIGN
 BT2467'ACROSS ALA 85, 92.0 FT (28.0 M) NORTHWEST OF A STOP SIGN ACROSS ALA
 BT2467'85, 115.9 FT (35.3 M) NORTH-NORTHEAST OF A JUNCTION POWER POLE, 120.1
 BT2467'FT (36.6 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. P 66, 1.5
 BT2467'FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 BT2467'THE GROUND.
 BT2467'STATION 23-39 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2468 ***********************************************************************
 BT2468  DESIGNATION -  23 39
 BT2468  PID         -  BT2468
 BT2468  STATE/COUNTY-  AL/DALE
 BT2468  USGS QUAD   -  BELLWOOD (1981)
 BT2468
 BT2468                         *CURRENT SURVEY CONTROL
 BT2468  ___________________________________________________________________
 BT2468* NAD 83(1992)-  31 12 32.71306(N)    085 45 35.04871(W)     ADJUSTED  
 BT2468* NAVD 88     -        74.3    (meters)     244.     (feet)  GPS OBS   
 BT2468  ___________________________________________________________________
 BT2468  X           -     403,711.261 (meters)                     COMP
 BT2468  Y           -  -5,445,110.357 (meters)                     COMP
 BT2468  Z           -   3,285,766.770 (meters)                     COMP
 BT2468  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BT2468  ELLIP HEIGHT-          47.20  (meters)          (08/29/05) GPS OBS
 BT2468  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BT2468
 BT2468  HORZ ORDER  -  A
 BT2468  ELLP ORDER  -  FOURTH    CLASS I
 BT2468
 BT2468.The horizontal coordinates were established by GPS observations
 BT2468.and adjusted by the National Geodetic Survey in August 2005..
 BT2468
 BT2468.The orthometric height was determined by GPS observations and a
 BT2468.high-resolution geoid model.
 BT2468
 BT2468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2468
 BT2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2468
 BT2468.The ellipsoidal height was determined by GPS observations
 BT2468.and is referenced to NAD 83.
 BT2468
 BT2468.The geoid height was determined by GEOID03.
 BT2468
 BT2468;                    North         East     Units Scale Factor Converg.
 BT2468;SPC AL E     -    78,613.515   207,013.220   MT  0.99996061   +0 02 17.3
 BT2468;UTM  16      - 3,453,437.067   618,148.316   MT  0.99977218   +0 38 33.8
 BT2468
 BT2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2468!SPC AL E     -   0.99999259  x   0.99996061  =   0.99995320
 BT2468!UTM  16      -   0.99999259  x   0.99977218  =   0.99976477
 BT2468
 BT2468                          SUPERSEDED SURVEY CONTROL
 BT2468
 BT2468  ELLIP H (07/29/02)   47.23   (m)                       GP(       ) 4 1
 BT2468  NAD 83(1992)-  31 12 32.71230(N)    085 45 35.04818(W) AD(       ) 1
 BT2468  ELLIP H (03/24/94)   47.27   (m)                       GP(       ) 4 1
 BT2468  NGVD 29 (05/23/94)   74.3    (m)          244.     (f) GPS OBS        
 BT2468
 BT2468.Superseded values are not recommended for survey control.
 BT2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2468.See file dsdata.txt to determine how the superseded data were derived.
 BT2468
 BT2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1814853437(NAD 83)
 BT2468_MARKER: DD = SURVEY DISK
 BT2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2468_SP_SET: CONCRETE POST
 BT2468_STAMPING: 23-39 1993
 BT2468_MARK LOGO: ALHD  
 BT2468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2468+STABILITY: SURFACE MOTION
 BT2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2468+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BT2468
 BT2468  HISTORY     - Date     Condition        Report By
 BT2468  HISTORY     - 1993     MONUMENTED       ALHD
 BT2468  HISTORY     - 20040412 GOOD             ALHD
 BT2468  HISTORY     - 20040624 GOOD             FLDT
 BT2468
 BT2468                          STATION DESCRIPTION
 BT2468
 BT2468'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2468'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 BT2468'ALA 85, ABOUT 2.45 MI (3.94 KM) SOUTHWEST OF CLAYHATCHEE AND ABOUT
 BT2468'6.30 MI (10.14 KM) SOUTH-SOUTHEAST OF LEVEL PLAINS.
 BT2468'TO REACH THE STATION FROM THE JUNCTION OF ALA 12 AND ALA 85 SOUTH
 BT2468'(MILE POST 15.25 ON ALA 85 AND MILE POST 193.35 ON ALA 12) ABOUT 0.70
 BT2468'MI (1.13 KM) WEST OF CLAYHATCHEE, DRIVE SOUTHEAST ON ALA 85 FOR 2.10
 BT2468'MI (3.38 KM) TO MILE POST 13.15 AND THE STATION ON THE LEFT.
 BT2468'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A HOG WIRE FENCE ON OLD
 BT2468'WOOD POSTS, 38.3 FT (11.7 M) SOUTHEAST OF THE CENTERLINE OF ALA 85,
 BT2468'93.8 FT (28.6 M) NORTHEAST OF A POWER POLE, 190.5 FT (58.1 M)
 BT2468'NORTHEAST OF A SPEED LIMIT 55 SIGN, 3.1 FT (0.9 M) NORTHWEST OF A
 BT2468'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2468'STATION 23-38 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2468
 BT2468                          STATION RECOVERY (2004)
 BT2468
 BT2468'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BT2468'RECOVERED IN GOOD CONDITION.
 BT2468
 BT2468                          STATION RECOVERY (2004)
 BT2468
 BT2468'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (HLH)
 BT2468'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2366 ***********************************************************************
 BT2366  DESIGNATION -  23 4
 BT2366  PID         -  BT2366
 BT2366  STATE/COUNTY-  AL/DALE
 BT2366  USGS QUAD   -  SKIPPERVILLE (1969)
 BT2366
 BT2366                         *CURRENT SURVEY CONTROL
 BT2366  ___________________________________________________________________
 BT2366* NAD 83(1992)-  31 36 45.98720(N)    085 31 43.22721(W)     ADJUSTED  
 BT2366* NAVD 88     -        94.0    (meters)     308.     (feet)  GPS OBS   
 BT2366  ___________________________________________________________________
 BT2366  X           -     423,849.620 (meters)                     COMP
 BT2366  Y           -  -5,420,198.911 (meters)                     COMP
 BT2366  Z           -   3,323,977.753 (meters)                     COMP
 BT2366  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BT2366  ELLIP HEIGHT-          67.73  (meters)          (07/29/02) GPS OBS
 BT2366  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BT2366
 BT2366  HORZ ORDER  -  FIRST
 BT2366  ELLP ORDER  -  FOURTH    CLASS I
 BT2366
 BT2366.The horizontal coordinates were established by GPS observations
 BT2366.and adjusted by the National Geodetic Survey in December 1992..
 BT2366
 BT2366.The orthometric height was determined by GPS observations and a
 BT2366.high-resolution geoid model.
 BT2366
 BT2366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2366
 BT2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2366
 BT2366.The ellipsoidal height was determined by GPS observations
 BT2366.and is referenced to NAD 83.
 BT2366
 BT2366.The geoid height was determined by GEOID03.
 BT2366
 BT2366;                    North         East     Units Scale Factor Converg.
 BT2366;SPC AL E     -   123,409.130   228,907.432   MT  0.99997030   +0 09 34.9
 BT2366;UTM  16      - 3,498,455.368   639,562.438   MT  0.99984023   +0 46 16.9
 BT2366
 BT2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2366!SPC AL E     -   0.99998936  x   0.99997030  =   0.99995967
 BT2366!UTM  16      -   0.99998936  x   0.99984023  =   0.99982960
 BT2366
 BT2366:                Primary Azimuth Mark                     Grid Az
 BT2366:SPC AL E     -  23 3                                     184 23 34.7
 BT2366:UTM  16      -  23 3                                     183 46 52.7
 BT2366
 BT2366|---------------------------------------------------------------------|
 BT2366| PID    Reference Object                     Distance      Geod. Az  |
 BT2366|                                                           dddmmss.s |
 BT2366| BT2365 23 3                                449.681 METERS 1843309.6 |
 BT2366|---------------------------------------------------------------------|
 BT2366
 BT2366                          SUPERSEDED SURVEY CONTROL
 BT2366
 BT2366  ELLIP H (12/04/92)   67.71   (m)                       GP(       ) 4 1
 BT2366  NAD 83(1986)-  31 36 45.99511(N)    085 31 43.22725(W) AD(       ) 1
 BT2366  NGVD 29 (12/04/92)   94.1    (m)          309.     (f) GPS OBS        
 BT2366
 BT2366.Superseded values are not recommended for survey control.
 BT2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2366.See file dsdata.txt to determine how the superseded data were derived.
 BT2366
 BT2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3956298455(NAD 83)
 BT2366_MARKER: DD = SURVEY DISK
 BT2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2366_SP_SET: CONCRETE POST
 BT2366_STAMPING: 23-4 1991
 BT2366_MARK LOGO: ALHD  
 BT2366_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2366+STABILITY: SURFACE MOTION
 BT2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2366+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2366
 BT2366  HISTORY     - Date     Condition        Report By
 BT2366  HISTORY     - 1991     MONUMENTED       ALHD
 BT2366
 BT2366                          STATION DESCRIPTION
 BT2366
 BT2366'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2366'THE STATION IS LOCATED IN DALE COUNTY ON THE EAST RIGHT OF WAY OF DALE
 BT2366'COUNTY ROAD NO. 33, ABOUT 11.20 MI (18.02 KM) EAST OF ARITON, AND
 BT2366'ABOUT 12.35 MI (19.87 KM) NORTHEAST OF OZARK.
 BT2366'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 27 (MILE
 BT2366'POST 44.90 ON ALA 27 AND MILE POST 44.70 ON U.S. 231) IN OZARK, DRIVE
 BT2366'EASTERLY ON ALA 27 FOR 2.50 MI (4.02 KM) TO MILE POST 47.40 WHERE ALA
 BT2366'27 MAKES A SHARP TURN TO THE RIGHT, JUST BEFORE CROSSING A RAILROAD,
 BT2366'AND ALA 105 CONTINUES EAST, CONTINUE EAST ACROSS THE RAILROAD ON ALA
 BT2366'105 AND DRIVE EAST AND NORTHEAST FOR 9.10 MI (14.64 KM) TO MILE POST
 BT2366'9.10 AND DALE COUNTY ROAD NO. 33 LEFT AND RIGHT, TURN LEFT ON DALE
 BT2366'COUNTY ROAD NO. 33 AND DRIVE NORTH FOR 3.35 MI (5.39 KM) TO A PAVED
 BT2366'CROSS ROAD AT A FOUR WAY STOP WITH DALE COUNTY ROAD NO. 68 LEFT AND
 BT2366'RIGHT, CONTINUE NORTH ON DALE COUNTY ROAD NO. 33 FOR 0.80 MI
 BT2366'(1.29 KM) TO THE STATION ON THE RIGHT.
 BT2366'THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND
 BT2366'OF BARBED WIRE ON WOOD POSTS, 37.4 FT (11.4 M) EAST OF THE CENTERLINE
 BT2366'OF DALE COUNTY ROAD NO. 33, 87.3 FT (26.6 M) EAST OF A POWER POLE
 BT2366'ACROSS DALE COUNTY ROAD NO. 33, 3.0 FT (0.9 M) WEST OF A CARSONITE
 BT2366'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2366'STATION 23-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2469 ***********************************************************************
 BT2469  DESIGNATION -  23 40
 BT2469  PID         -  BT2469
 BT2469  STATE/COUNTY-  AL/DALE
 BT2469  USGS QUAD   -  PINCKARD (1981)
 BT2469
 BT2469                         *CURRENT SURVEY CONTROL
 BT2469  ___________________________________________________________________
 BT2469* NAD 83(1992)-  31 17 54.81172(N)    085 36 27.79200(W)     ADJUSTED  
 BT2469* NAVD 88     -       112.5    (meters)     369.     (feet)  GPS OBS   
 BT2469  ___________________________________________________________________
 BT2469  X           -     417,765.001 (meters)                     COMP
 BT2469  Y           -  -5,438,921.088 (meters)                     COMP
 BT2469  Z           -   3,294,267.274 (meters)                     COMP
 BT2469  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BT2469  ELLIP HEIGHT-          85.67  (meters)          (07/29/02) GPS OBS
 BT2469  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BT2469
 BT2469  HORZ ORDER  -  FIRST
 BT2469  ELLP ORDER  -  FOURTH    CLASS I
 BT2469
 BT2469.The horizontal coordinates were established by GPS observations
 BT2469.and adjusted by the National Geodetic Survey in March 1994..
 BT2469
 BT2469.The orthometric height was determined by GPS observations and a
 BT2469.high-resolution geoid model.
 BT2469
 BT2469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2469
 BT2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2469
 BT2469.The ellipsoidal height was determined by GPS observations
 BT2469.and is referenced to NAD 83.
 BT2469
 BT2469.The geoid height was determined by GEOID03.
 BT2469
 BT2469;                    North         East     Units Scale Factor Converg.
 BT2469;SPC AL E     -    88,552.841   221,478.778   MT  0.99996569   +0 07 01.9
 BT2469;UTM  16      - 3,463,526.975   632,505.626   MT  0.99981656   +0 43 24.2
 BT2469
 BT2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2469!SPC AL E     -   0.99998655  x   0.99996569  =   0.99995224
 BT2469!UTM  16      -   0.99998655  x   0.99981656  =   0.99980311
 BT2469
 BT2469:                Primary Azimuth Mark                     Grid Az
 BT2469:SPC AL E     -  23 41                                    016 35 57.1
 BT2469:UTM  16      -  23 41                                    015 59 34.8
 BT2469
 BT2469|---------------------------------------------------------------------|
 BT2469| PID    Reference Object                     Distance      Geod. Az  |
 BT2469|                                                           dddmmss.s |
 BT2469| BT2470 23 41                               APPROX. 0.5 KM 0164259.0 |
 BT2469|---------------------------------------------------------------------|
 BT2469
 BT2469                          SUPERSEDED SURVEY CONTROL
 BT2469
 BT2469  NGVD 29 (05/23/94)  112.6    (m)          369.     (f) GPS OBS        
 BT2469
 BT2469.Superseded values are not recommended for survey control.
 BT2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2469.See file dsdata.txt to determine how the superseded data were derived.
 BT2469
 BT2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3250663527(NAD 83)
 BT2469_MARKER: DD = SURVEY DISK
 BT2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2469_SP_SET: CONCRETE POST
 BT2469_STAMPING: 23-40 1993
 BT2469_MARK LOGO: ALHD  
 BT2469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2469+STABILITY: SURFACE MOTION
 BT2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2469+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2469
 BT2469  HISTORY     - Date     Condition        Report By
 BT2469  HISTORY     - 1993     MONUMENTED       ALHD
 BT2469
 BT2469                          STATION DESCRIPTION
 BT2469
 BT2469'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2469'THE STATION IS LOCATED IN DALE COUNTY ON THE WEST RIGHT OF WAY OF ALA
 BT2469'123, ABOUT 2.50 MI (4.02 KM) SOUTH OF NEWTON AND ABOUT 6.20 MI
 BT2469'(9.98 KM) EAST OF DALEVILLE.
 BT2469'TO REACH THE STATION FROM THE JUNCTION OF ALA 123 SOUTH AND ALA 134
 BT2469'(MILE POST 19.55 ON ALA 123 AND MILE POST 44.40 ON ALA 134) IN
 BT2469'NEWTON, DRIVE SOUTHWEST ON ALA 123 FOR 1.95 MI (3.14 KM) TO MILE POST
 BT2469'17.60 AND THE STATION ON THE RIGHT.
 BT2469'THE STATION IS 3.1 FT (0.9 M) EAST OF A HOG WIRE FENCE ON TREATED WOOD
 BT2469'POSTS, 46.8 FT (14.3 M) WEST OF THE CENTERLINE OF ALA 123, 173.7 FT
 BT2469'(52.9 M) NORTH OF A BARRIER LINE MARKER SIGN, 207.8 FT (63.3 M) NORTH
 BT2469'OF A TRANSFORMER POWER POLE, 215.0 FT (65.5 M) NORTH OF THE NORTH
 BT2469'POST OF A METAL GATE, 216.2 FT (65.9 M) NORTH-NORTHWEST OF TELEPHONE
 BT2469'CABLE PEDESTAL NO. 22 ACROSS THE ROAD, 217.9 FT (66.4 M)
 BT2469'NORTH-NORTHWEST OF A TELEPHONE SERVICE POLE, 3.0 FT (0.9 M) EAST OF A
 BT2469'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2469'STATION 23-41 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2470 ***********************************************************************
 BT2470  DESIGNATION -  23 41
 BT2470  PID         -  BT2470
 BT2470  STATE/COUNTY-  AL/DALE
 BT2470  USGS QUAD   -  PINCKARD (1981)
 BT2470
 BT2470                         *CURRENT SURVEY CONTROL
 BT2470  ___________________________________________________________________
 BT2470* NAD 83(1992)-  31 18 10.63996(N)    085 36 22.25573(W)     ADJUSTED  
 BT2470* NAVD 88     -       111.6    (meters)     366.     (feet)  GPS OBS   
 BT2470  ___________________________________________________________________
 BT2470  X           -     417,891.523 (meters)                     COMP
 BT2470  Y           -  -5,438,656.583 (meters)                     COMP
 BT2470  Z           -   3,294,683.346 (meters)                     COMP
 BT2470  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BT2470  ELLIP HEIGHT-          84.77  (meters)          (07/29/02) GPS OBS
 BT2470  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BT2470
 BT2470  HORZ ORDER  -  FIRST
 BT2470  ELLP ORDER  -  FOURTH    CLASS I
 BT2470
 BT2470.The horizontal coordinates were established by GPS observations
 BT2470.and adjusted by the National Geodetic Survey in March 1994..
 BT2470
 BT2470.The orthometric height was determined by GPS observations and a
 BT2470.high-resolution geoid model.
 BT2470
 BT2470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2470
 BT2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2470
 BT2470.The ellipsoidal height was determined by GPS observations
 BT2470.and is referenced to NAD 83.
 BT2470
 BT2470.The geoid height was determined by GEOID03.
 BT2470
 BT2470;                    North         East     Units Scale Factor Converg.
 BT2470;SPC AL E     -    89,040.610   221,624.181   MT  0.99996577   +0 07 04.9
 BT2470;UTM  16      - 3,464,016.183   632,645.838   MT  0.99981702   +0 43 27.4
 BT2470
 BT2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2470!SPC AL E     -   0.99998669  x   0.99996577  =   0.99995246
 BT2470!UTM  16      -   0.99998669  x   0.99981702  =   0.99980371
 BT2470
 BT2470:                Primary Azimuth Mark                     Grid Az
 BT2470:SPC AL E     -  23 40                                    196 35 57.0
 BT2470:UTM  16      -  23 40                                    195 59 34.5
 BT2470
 BT2470|---------------------------------------------------------------------|
 BT2470| PID    Reference Object                     Distance      Geod. Az  |
 BT2470|                                                           dddmmss.s |
 BT2470| BT2469 23 40                               APPROX. 0.5 KM 1964301.9 |
 BT2470|---------------------------------------------------------------------|
 BT2470
 BT2470                          SUPERSEDED SURVEY CONTROL
 BT2470
 BT2470  NGVD 29 (05/23/94)  111.7    (m)          366.     (f) GPS OBS        
 BT2470
 BT2470.Superseded values are not recommended for survey control.
 BT2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2470.See file dsdata.txt to determine how the superseded data were derived.
 BT2470
 BT2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3264664016(NAD 83)
 BT2470_MARKER: DD = SURVEY DISK
 BT2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2470_SP_SET: CONCRETE POST
 BT2470_STAMPING: 23-41 1993
 BT2470_MARK LOGO: ALHD  
 BT2470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2470+STABILITY: SURFACE MOTION
 BT2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2470+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2470
 BT2470  HISTORY     - Date     Condition        Report By
 BT2470  HISTORY     - 1993     MONUMENTED       ALHD
 BT2470
 BT2470                          STATION DESCRIPTION
 BT2470
 BT2470'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2470'THE STATION IS LOCATED IN DALE COUNTY ON THE WEST RIGHT OF WAY OF ALA
 BT2470'123, ABOUT 2.30 MI (3.70 KM) SOUTH OF NEWTON AND ABOUT 6.30 MI
 BT2470'(10.14 KM) EAST OF DALEVILLE.
 BT2470'TO REACH THE STATION FROM THE JUNCTION OF ALA 123 SOUTH AND ALA 134
 BT2470'(MILE POST 19.55 ON ALA 123 AND MILE POST 44.40 ON ALA 134) IN
 BT2470'NEWTON, DRIVE SOUTHWEST ON ALA 123 FOR 1.65 MI (2.66 KM) TO MILE POST
 BT2470'17.90 AND THE STATION ON THE RIGHT.
 BT2470'THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A HOG WIRE FENCE ON
 BT2470'TREATED WOOD POSTS, 47.6 FT (14.5 M) WEST-NORTHWEST OF THE CENTERLINE
 BT2470'OF ALA 123, 133.8 FT (40.8 M) NORTH-NORTHEAST OF AN ANGLE POWER POLE
 BT2470'WITH ONE GUY WIRE, 140.3 FT (42.8 M) NORTH-NORTHWEST OF TELEPHONE
 BT2470'CABLE PEDESTAL NO. 19 ACROSS ALA 123, 2.7 FT (0.8 M) SOUTHEAST OF A
 BT2470'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2470'STATION 23-40 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2471 ***********************************************************************
 BT2471  DESIGNATION -  23 42
 BT2471  PID         -  BT2471
 BT2471  STATE/COUNTY-  AL/DALE
 BT2471  USGS QUAD   -  PINCKARD (1981)
 BT2471
 BT2471                         *CURRENT SURVEY CONTROL
 BT2471  ___________________________________________________________________
 BT2471* NAD 83(1992)-  31 17 43.48855(N)    085 31 50.59457(W)     ADJUSTED  
 BT2471* NAVD 88     -       114.8    (meters)     377.     (feet)  GPS OBS   
 BT2471  ___________________________________________________________________
 BT2471  X           -     425,088.207 (meters)                     COMP
 BT2471  Y           -  -5,438,537.291 (meters)                     COMP
 BT2471  Z           -   3,293,970.459 (meters)                     COMP
 BT2471  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 BT2471  ELLIP HEIGHT-          87.94  (meters)          (07/29/02) GPS OBS
 BT2471  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BT2471
 BT2471  HORZ ORDER  -  FIRST
 BT2471  ELLP ORDER  -  FOURTH    CLASS I
 BT2471
 BT2471.The horizontal coordinates were established by GPS observations
 BT2471.and adjusted by the National Geodetic Survey in March 1994..
 BT2471
 BT2471.The orthometric height was determined by GPS observations and a
 BT2471.high-resolution geoid model.
 BT2471
 BT2471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2471
 BT2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2471
 BT2471.The ellipsoidal height was determined by GPS observations
 BT2471.and is referenced to NAD 83.
 BT2471
 BT2471.The geoid height was determined by GEOID03.
 BT2471
 BT2471;                    North         East     Units Scale Factor Converg.
 BT2471;SPC AL E     -    88,221.670   228,810.227   MT  0.99997023   +0 09 25.9
 BT2471;UTM  16      - 3,463,273.421   639,839.148   MT  0.99984120   +0 45 48.0
 BT2471
 BT2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2471!SPC AL E     -   0.99998619  x   0.99997023  =   0.99995642
 BT2471!UTM  16      -   0.99998619  x   0.99984120  =   0.99982739
 BT2471
 BT2471                          SUPERSEDED SURVEY CONTROL
 BT2471
 BT2471  ELLIP H (03/24/94)   87.95   (m)                       GP(       ) 4 1
 BT2471  NGVD 29 (05/23/94)  114.9    (m)          377.     (f) GPS OBS        
 BT2471
 BT2471.Superseded values are not recommended for survey control.
 BT2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2471.See file dsdata.txt to determine how the superseded data were derived.
 BT2471
 BT2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3983963273(NAD 83)
 BT2471_MARKER: DD = SURVEY DISK
 BT2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2471_SP_SET: CONCRETE POST
 BT2471_STAMPING: 23-42 1993
 BT2471_MARK LOGO: ALHD  
 BT2471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2471+STABILITY: SURFACE MOTION
 BT2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2471+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2471
 BT2471  HISTORY     - Date     Condition        Report By
 BT2471  HISTORY     - 1993     MONUMENTED       ALHD
 BT2471
 BT2471                          STATION DESCRIPTION
 BT2471
 BT2471'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2471'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 BT2471'DALE COUNTY ROAD NO.47, ABOUT 1.55 MI (2.49 KM) SOUTHEAST OF PINCKARD
 BT2471'AND ABOUT 2.65 MI (4.26 KM) WEST-SOUTHWEST OF MIDLAND CITY.
 BT2471'TO REACH THE STATION FROM THE U.S. 231 OVERPASS OVER ALA 134 (MILE
 BT2471'POST 49.65 ON ALA 134 AND MILE POST 30.70 ON U.S. 231) IN MIDLAND
 BT2471'CITY, DRIVE WEST ON ALA 134 FOR 2.50 MI (4.02 KM) TO MILE POST 47.15
 BT2471'AND DALE COUNTY ROAD NO. 47 ON THE LEFT. TURN LEFT ON DALE COUNTY
 BT2471'ROAD NO. 47 AND DRIVE SOUTHEAST FOR 1.50 MI (2.41 KM) TO THE STATION
 BT2471'ON THE RIGHT.
 BT2471'THE STATION IS LOCATED ACROSS DALE COUNTY ROAD NO. 47 FROM A LARGE RED
 BT2471'BRICK HOUSE, 3.0 FT (0.9 M) NORTHEAST OF A HOG WIRE FENCE WITH ONE
 BT2471'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 35.5 FT (10.8 M)
 BT2471'SOUTHWEST OF THE CENTERLINE OF DALE COUNTY ROAD NO. 47, 80.2 FT
 BT2471'(24.4 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 15, 88.8 FT
 BT2471'(27.1 M) WEST-NORTHWEST OF A POWER POLE, 89.9 FT (27.4 M) SOUTHEAST
 BT2471'OF A FIRE HYDRANT, 91.0 FT (27.7 M) WEST-SOUTHWEST OF THE BRICK
 BT2471'COLUMN NORTHWEST OF A CONCRETE DRIVEWAY ACROSS THE ROAD, 99.2 FT
 BT2471'(30.2 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE BRICK COLUMN
 BT2471'SOUTHEAST OF A CONCRETE DRIVEWAY ACROSS THE ROAD, 100.8 FT (30.7 M)
 BT2471'SOUTH OF THE CORNER OF A WHITE BOARD FENCE AT THE NORTHWEST CORNER OF
 BT2471'A YARD ACROSS THE ROAD, 101.0 FT (30.8 M) WEST OF THE CORNER OF A
 BT2471'WHITE BOARD FENCE AT THE SOUTHWEST CORNER OF A YARD ACROSS THE ROAD,
 BT2471'143.3 FT (43.7 M) SOUTHEAST OF A TRANSFORMER POWER POLE, 3.0 FT
 BT2471'(0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2471'GROUND.
 BT2471'STATION 23-52 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2472 ***********************************************************************
 BT2472  DESIGNATION -  23 44
 BT2472  PID         -  BT2472
 BT2472  STATE/COUNTY-  AL/DALE
 BT2472  USGS QUAD   -  MIDLAND CITY (1981)
 BT2472
 BT2472                         *CURRENT SURVEY CONTROL
 BT2472  ___________________________________________________________________
 BT2472* NAD 83(1992)-  31 19 35.16627(N)    085 26 34.80170(W)     ADJUSTED  
 BT2472* NAVD 88     -       116.0    (meters)     381.     (feet)  GPS OBS   
 BT2472  ___________________________________________________________________
 BT2472  X           -     433,272.208 (meters)                     COMP
 BT2472  Y           -  -5,436,099.282 (meters)                     COMP
 BT2472  Z           -   3,296,909.695 (meters)                     COMP
 BT2472  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BT2472  ELLIP HEIGHT-          89.12  (meters)          (07/29/02) GPS OBS
 BT2472  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BT2472
 BT2472  HORZ ORDER  -  FIRST
 BT2472  ELLP ORDER  -  FOURTH    CLASS I
 BT2472
 BT2472.The horizontal coordinates were established by GPS observations
 BT2472.and adjusted by the National Geodetic Survey in March 1994..
 BT2472
 BT2472.The orthometric height was determined by GPS observations and a
 BT2472.high-resolution geoid model.
 BT2472
 BT2472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2472
 BT2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2472
 BT2472.The ellipsoidal height was determined by GPS observations
 BT2472.and is referenced to NAD 83.
 BT2472
 BT2472.The geoid height was determined by GEOID03.
 BT2472
 BT2472;                    North         East     Units Scale Factor Converg.
 BT2472;SPC AL E     -    91,687.317   237,149.507   MT  0.99997702   +0 12 10.6
 BT2472;UTM  16      - 3,466,826.718   648,140.303   MT  0.99987069   +0 48 34.7
 BT2472
 BT2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2472!SPC AL E     -   0.99998601  x   0.99997702  =   0.99996303
 BT2472!UTM  16      -   0.99998601  x   0.99987069  =   0.99985670
 BT2472
 BT2472:                Primary Azimuth Mark                     Grid Az
 BT2472:SPC AL E     -  23 45                                    315 04 08.3
 BT2472:UTM  16      -  23 45                                    314 27 44.2
 BT2472
 BT2472|---------------------------------------------------------------------|
 BT2472| PID    Reference Object                     Distance      Geod. Az  |
 BT2472|                                                           dddmmss.s |
 BT2472| BT2473 23 45                               481.193 METERS 3151618.9 |
 BT2472|---------------------------------------------------------------------|
 BT2472
 BT2472                          SUPERSEDED SURVEY CONTROL
 BT2472
 BT2472  ELLIP H (03/24/94)   89.13   (m)                       GP(       ) 4 1
 BT2472  NGVD 29 (05/23/94)  116.0    (m)          381.     (f) GPS OBS        
 BT2472
 BT2472.Superseded values are not recommended for survey control.
 BT2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2472.See file dsdata.txt to determine how the superseded data were derived.
 BT2472
 BT2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4814066827(NAD 83)
 BT2472_MARKER: DD = SURVEY DISK
 BT2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2472_SP_SET: CONCRETE POST
 BT2472_STAMPING: 23-44 1993
 BT2472_MARK LOGO: ALHD  
 BT2472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2472+STABILITY: SURFACE MOTION
 BT2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2472+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2472
 BT2472  HISTORY     - Date     Condition        Report By
 BT2472  HISTORY     - 1993     MONUMENTED       ALHD
 BT2472
 BT2472                          STATION DESCRIPTION
 BT2472
 BT2472'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2472'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTH RIGHT OF WAY OF ALA
 BT2472'134 IN DOTHAN.
 BT2472'TO REACH THE STATION FROM THE U.S. 231 OVERPASS OVER ALA 134 (MILE
 BT2472'POST 49.65 ON ALA 134 AND MILE POST 30.70 ON U.S. 231) IN MIDLAND
 BT2472'CITY, DRIVE EAST ON ALA 134 FOR 4.50 MI (7.24 KM) TO MILE POST 54.15
 BT2472'AND THE STATION ON THE RIGHT.
 BT2472'THE STATION IS 9.7 FT (3.0 M) NORTH-NORTHEAST OF A SIX-FOOT CHAIN LINK
 BT2472'FENCE AROUND NAPIER FIELD, 18.4 FT (5.6 M) SOUTH-SOUTHWEST OF THE
 BT2472'SOUTH EDGE OF A CONCRETE DROP INLET, 50.0 FT (15.2 M) NORTHWEST OF A
 BT2472'BARRIER LINE MARKER SIGN, 50.5 FT (15.4 M) SOUTH-SOUTHWEST OF THE
 BT2472'CENTERLINE OF ALA 134, 70.5 FT (21.5 M) WEST-SOUTHWEST OF THE CENTER
 BT2472'OF THE INTERSECTION OF ALA 134 AND DALE COUNTY ROAD NO. 87, 85.8 FT
 BT2472'(26.2 M) SOUTHEAST OF A DALE COUNTY 87 DIRECTIONAL SIGN, 113.7 FT
 BT2472'(34.7 M) NORTHWEST OF AN ANGLE IN THE FENCE LINE, 127.6 FT (38.9 M)
 BT2472'NORTHWEST OF AN ANGLE POWER POLE WITH FOUR GUY WIRES, 9.7 FT (3.0 M)
 BT2472'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2472'STATION 23-45 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2473 ***********************************************************************
 BT2473  DESIGNATION -  23 45
 BT2473  PID         -  BT2473
 BT2473  STATE/COUNTY-  AL/DALE
 BT2473  USGS QUAD   -  MIDLAND CITY (1981)
 BT2473
 BT2473                         *CURRENT SURVEY CONTROL
 BT2473  ___________________________________________________________________
 BT2473* NAD 83(1992)-  31 19 46.26611(N)    085 26 47.61072(W)     ADJUSTED  
 BT2473* NAVD 88     -       118.7    (meters)     389.     (feet)  GPS OBS   
 BT2473  ___________________________________________________________________
 BT2473  X           -     432,920.699 (meters)                     COMP
 BT2473  Y           -  -5,435,951.298 (meters)                     COMP
 BT2473  Z           -   3,297,203.127 (meters)                     COMP
 BT2473  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BT2473  ELLIP HEIGHT-          91.83  (meters)          (07/29/02) GPS OBS
 BT2473  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BT2473
 BT2473  HORZ ORDER  -  FIRST
 BT2473  ELLP ORDER  -  FOURTH    CLASS I
 BT2473
 BT2473.The horizontal coordinates were established by GPS observations
 BT2473.and adjusted by the National Geodetic Survey in March 1994..
 BT2473
 BT2473.The orthometric height was determined by GPS observations and a
 BT2473.high-resolution geoid model.
 BT2473
 BT2473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2473
 BT2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2473
 BT2473.The ellipsoidal height was determined by GPS observations
 BT2473.and is referenced to NAD 83.
 BT2473
 BT2473.The geoid height was determined by GEOID03.
 BT2473
 BT2473;                    North         East     Units Scale Factor Converg.
 BT2473;SPC AL E     -    92,027.973   236,809.670   MT  0.99997671   +0 12 04.0
 BT2473;UTM  16      - 3,467,163.720   647,796.915   MT  0.99986943   +0 48 28.3
 BT2473
 BT2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2473!SPC AL E     -   0.99998558  x   0.99997671  =   0.99996229
 BT2473!UTM  16      -   0.99998558  x   0.99986943  =   0.99985501
 BT2473
 BT2473:                Primary Azimuth Mark                     Grid Az
 BT2473:SPC AL E     -  23 44                                    135 04 08.2
 BT2473:UTM  16      -  23 44                                    134 27 43.9
 BT2473
 BT2473|---------------------------------------------------------------------|
 BT2473| PID    Reference Object                     Distance      Geod. Az  |
 BT2473|                                                           dddmmss.s |
 BT2473| BT2472 23 44                               481.193 METERS 1351612.2 |
 BT2473|---------------------------------------------------------------------|
 BT2473
 BT2473                          SUPERSEDED SURVEY CONTROL
 BT2473
 BT2473  NGVD 29 (05/23/94)  118.8    (m)          390.     (f) GPS OBS        
 BT2473
 BT2473.Superseded values are not recommended for survey control.
 BT2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2473.See file dsdata.txt to determine how the superseded data were derived.
 BT2473
 BT2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4779767164(NAD 83)
 BT2473_MARKER: DD = SURVEY DISK
 BT2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2473_SP_SET: CONCRETE POST
 BT2473_STAMPING: 23-45 1993
 BT2473_MARK LOGO: ALHD  
 BT2473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2473+STABILITY: SURFACE MOTION
 BT2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2473+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2473
 BT2473  HISTORY     - Date     Condition        Report By
 BT2473  HISTORY     - 1993     MONUMENTED       ALHD
 BT2473
 BT2473                          STATION DESCRIPTION
 BT2473
 BT2473'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2473'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 BT2473'ALA 134 IN DOTHAN.
 BT2473'TO REACH THE STATION FROM THE U.S. 231 OVERPASS OVER ALA 134 (MILE
 BT2473'POST 49.65 ON ALA 134 AND MILE POST 30.70 ON U.S. 231) IN MIDLAND
 BT2473'CITY, DRIVE EAST ON ALA 134 FOR 4.25 MI (6.84 KM) TO MILE POST 53.90
 BT2473'AND THE STATION ON THE RIGHT.
 BT2473'THE STATION IS 6.4 FT (2.0 M) NORTHEAST OF A SIX-FOOT CHAIN LINK FENCE
 BT2473'AROUND NAPIER FIELD, 25.9 FT (7.9 M) SOUTH OF THE SOUTHWEST CORNER OF
 BT2473'A CONCRETE DROP INLET, 34.9 FT (10.6 M) SOUTH OF A THREE AMBER
 BT2473'REFLECTOR SIGN AT THE NORTHEAST CORNER OF A CONCRETE DROP INLET, 54.5
 BT2473'FT (16.6 M) SOUTHWEST OF THE CENTERLINE OF ALA 134, 6.8 FT (2.1 M)
 BT2473'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2473'STATION 23-44 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2474 ***********************************************************************
 BT2474  DESIGNATION -  23 46
 BT2474  PID         -  BT2474
 BT2474  STATE/COUNTY-  AL/DALE
 BT2474  USGS QUAD   -  ENTERPRISE NE (1981)
 BT2474
 BT2474                         *CURRENT SURVEY CONTROL
 BT2474  ___________________________________________________________________
 BT2474* NAD 83(1992)-  31 25 23.21025(N)    085 47 24.23747(W)     ADJUSTED  
 BT2474* NAVD 88     -       118.5    (meters)     389.     (feet)  GPS OBS   
 BT2474  ___________________________________________________________________
 BT2474  X           -     399,926.112 (meters)                     COMP
 BT2474  Y           -  -5,433,060.555 (meters)                     COMP
 BT2474  Z           -   3,306,063.259 (meters)                     COMP
 BT2474  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 BT2474  ELLIP HEIGHT-          91.92  (meters)          (07/29/02) GPS OBS
 BT2474  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BT2474
 BT2474  HORZ ORDER  -  FIRST
 BT2474  ELLP ORDER  -  FOURTH    CLASS I
 BT2474
 BT2474.The horizontal coordinates were established by GPS observations
 BT2474.and adjusted by the National Geodetic Survey in March 1994..
 BT2474
 BT2474.The orthometric height was determined by GPS observations and a
 BT2474.high-resolution geoid model.
 BT2474
 BT2474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2474
 BT2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2474
 BT2474.The ellipsoidal height was determined by GPS observations
 BT2474.and is referenced to NAD 83.
 BT2474
 BT2474.The geoid height was determined by GEOID03.
 BT2474
 BT2474;                    North         East     Units Scale Factor Converg.
 BT2474;SPC AL E     -   102,341.267   204,113.696   MT  0.99996021   +0 01 21.2
 BT2474;UTM  16      - 3,477,128.231   614,998.416   MT  0.99976311   +0 37 51.1
 BT2474
 BT2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2474!SPC AL E     -   0.99998557  x   0.99996021  =   0.99994578
 BT2474!UTM  16      -   0.99998557  x   0.99976311  =   0.99974868
 BT2474
 BT2474:                Primary Azimuth Mark                     Grid Az
 BT2474:SPC AL E     -  23 47                                    048 45 01.2
 BT2474:UTM  16      -  23 47                                    048 08 31.3
 BT2474
 BT2474|---------------------------------------------------------------------|
 BT2474| PID    Reference Object                     Distance      Geod. Az  |
 BT2474|                                                           dddmmss.s |
 BT2474| BT2475 23 47                               APPROX. 0.5 KM 0484622.4 |
 BT2474|---------------------------------------------------------------------|
 BT2474
 BT2474                          SUPERSEDED SURVEY CONTROL
 BT2474
 BT2474  ELLIP H (03/24/94)   91.95   (m)                       GP(       ) 4 1
 BT2474  NGVD 29 (05/23/94)  118.5    (m)          389.     (f) GPS OBS        
 BT2474
 BT2474.Superseded values are not recommended for survey control.
 BT2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2474.See file dsdata.txt to determine how the superseded data were derived.
 BT2474
 BT2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1499877128(NAD 83)
 BT2474_MARKER: DD = SURVEY DISK
 BT2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2474_SP_SET: CONCRETE POST
 BT2474_STAMPING: 23-46 1993
 BT2474_MARK LOGO: ALHD  
 BT2474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2474+STABILITY: SURFACE MOTION
 BT2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2474+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2474
 BT2474  HISTORY     - Date     Condition        Report By
 BT2474  HISTORY     - 1993     MONUMENTED       ALHD
 BT2474
 BT2474                          STATION DESCRIPTION
 BT2474
 BT2474'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2474'THE STATION IS LOCATED IN DALE COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 BT2474'ALA 27, ABOUT 9.20 MI (14.81 KM) WEST-SOUTHWEST OF OZARK AND ABOUT
 BT2474'9.20 MI (14.81 KM) NORTH-NORTHWEST OF DALEVILLE.
 BT2474'TO REACH THE STATION FROM THE JUNCTION OF U..S 231 AND ALA 249 (MILE
 BT2474'POST 43.95 ON U.S. 231 AND MILE POST 5.20 ON ALA 249) AT A TRAFFIC
 BT2474'LIGHT IN OZARK, DRIVE NORTHWEST ON U.S. 231 FOR 0.95 MI (1.53 KM) TO
 BT2474'MILE POST 44.90 AND ALA 27 SOUTH ON THE LEFT (MILE POST 44.80 ON ALA
 BT2474'27), TURN LEFT ON ALA 27 AND DRIVE SOUTHWEST FOR 8.05 MI (12.95 KM)
 BT2474'TO MILE POST 36.75 AND THE STATION ON THE RIGHT.
 BT2474'THE STATION IS 40.0 FT (12.2 M) SOUTH-SOUTHEAST OF THE CENTER OF A
 BT2474'DIRT ACCESS ROAD, 44.2 FT (13.5 M) NORTH-NORTHEAST OF A FOUR BY
 BT2474'FOUR-INCH CONCRETE POST FOR A 23 - 027 - 01A AND 16 - 027 - 03A SIGN,
 BT2474'45.0 FT (13.7 M) EAST OF A POWER POLE, 55.3 FT (16.9 M) NORTH OF AN
 BT2474'ENTER COFFEE COUNTY SIGN, 56.5 FT (17.2 M) NORTHWEST OF THE
 BT2474'CENTERLINE OF ALA 27, 57.7 FT (17.6 M) NORTH-NORTHEAST OF THE TOP OF
 BT2474'THE NORTHEAST END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A PAVED
 BT2474'DRIVEWAY, 85.0 FT (25.9 M) NORTH-NORTHEAST OF THE CENTER OF A PAVED
 BT2474'DRIVEWAY, 98.3 FT (30.0 M) EAST OF A FLAG POLE WITH A RED LIGHT ON
 BT2474'TOP, 120.5 FT (36.7 M) EAST-NORTHEAST OF THE NORTHEAST POST OF A
 BT2474'DOUBLE SIX-FOOT CHAIN LINK GATE, 132.0 FT (40.2 M) SOUTHWEST OF POWER
 BT2474'POLE NO. 106, 1.9 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST,
 BT2474'AND SET FLUSH WITH THE GROUND.
 BT2474'STATION 23-47 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2475 ***********************************************************************
 BT2475  DESIGNATION -  23 47
 BT2475  PID         -  BT2475
 BT2475  STATE/COUNTY-  AL/DALE
 BT2475  USGS QUAD   -  ENTERPRISE NE (1981)
 BT2475
 BT2475                         *CURRENT SURVEY CONTROL
 BT2475  ___________________________________________________________________
 BT2475* NAD 83(1992)-  31 25 34.24044(N)    085 47 09.55767(W)     ADJUSTED  
 BT2475* NAVD 88     -       127.8    (meters)     419.     (feet)  GPS OBS   
 BT2475  ___________________________________________________________________
 BT2475  X           -     400,300.351 (meters)                     COMP
 BT2475  Y           -  -5,432,863.389 (meters)                     COMP
 BT2475  Z           -   3,306,358.030 (meters)                     COMP
 BT2475  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 BT2475  ELLIP HEIGHT-         101.27  (meters)          (07/29/02) GPS OBS
 BT2475  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 BT2475
 BT2475  HORZ ORDER  -  FIRST
 BT2475  ELLP ORDER  -  FOURTH    CLASS I
 BT2475
 BT2475.The horizontal coordinates were established by GPS observations
 BT2475.and adjusted by the National Geodetic Survey in March 1994..
 BT2475
 BT2475.The orthometric height was determined by GPS observations and a
 BT2475.high-resolution geoid model.
 BT2475
 BT2475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2475
 BT2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2475
 BT2475.The ellipsoidal height was determined by GPS observations
 BT2475.and is referenced to NAD 83.
 BT2475
 BT2475.The geoid height was determined by GEOID03.
 BT2475
 BT2475;                    North         East     Units Scale Factor Converg.
 BT2475;SPC AL E     -   102,681.133   204,501.244   MT  0.99996025   +0 01 28.9
 BT2475;UTM  16      - 3,477,472.126   615,382.258   MT  0.99976420   +0 37 59.0
 BT2475
 BT2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2475!SPC AL E     -   0.99998410  x   0.99996025  =   0.99994435
 BT2475!UTM  16      -   0.99998410  x   0.99976420  =   0.99974830
 BT2475
 BT2475:                Primary Azimuth Mark                     Grid Az
 BT2475:SPC AL E     -  23 46                                    228 45 01.2
 BT2475:UTM  16      -  23 46                                    228 08 31.1
 BT2475
 BT2475|---------------------------------------------------------------------|
 BT2475| PID    Reference Object                     Distance      Geod. Az  |
 BT2475|                                                           dddmmss.s |
 BT2475| BT2474 23 46                               APPROX. 0.5 KM 2284630.1 |
 BT2475|---------------------------------------------------------------------|
 BT2475
 BT2475                          SUPERSEDED SURVEY CONTROL
 BT2475
 BT2475  ELLIP H (03/24/94)  101.30   (m)                       GP(       ) 4 1
 BT2475  NGVD 29 (05/23/94)  127.8    (m)          419.     (f) GPS OBS        
 BT2475
 BT2475.Superseded values are not recommended for survey control.
 BT2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2475.See file dsdata.txt to determine how the superseded data were derived.
 BT2475
 BT2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1538277472(NAD 83)
 BT2475_MARKER: DD = SURVEY DISK
 BT2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2475_SP_SET: CONCRETE POST
 BT2475_STAMPING: 23-47 1993
 BT2475_MARK LOGO: ALHD  
 BT2475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2475+STABILITY: SURFACE MOTION
 BT2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2475+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2475
 BT2475  HISTORY     - Date     Condition        Report By
 BT2475  HISTORY     - 1993     MONUMENTED       ALHD
 BT2475
 BT2475                          STATION DESCRIPTION
 BT2475
 BT2475'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2475'THE STATION IS LOCATED IN DALE COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 BT2475'ALA 27, ABOUT 9.00 MI (14.48 KM) WEST - SOUTHWEST OF OZARK AND ABOUT
 BT2475'9.25 MI (14.89 KM) NORTH - NORTHWEST OF DALEVILLE.
 BT2475'TO REACH THE STATION FROM THE JUNCTION OF U. .S 231 AND ALA 249 (MILE
 BT2475'POST 43.95 ON U. S. 231 AND MILE POST 5.20 ON ALA 249) AT A TRAFFIC
 BT2475'LIGHT IN OZARK, DRIVE NORTHWEST ON U. S. 231 0.95 MI (1.53 KM) TO
 BT2475'MILE POST 44.90 AND ALA 27 SOUTH ON THE LEFT (MILE POST 44.80 ON ALA
 BT2475'27), TURN LEFT ON ALA 27 AND DRIVE SOUTHWEST 7.75 MI (12.47 KM) TO
 BT2475'MILE POST 36.05 AND THE STATION ON THE RIGHT.
 BT2475'THE STATION IS 30.1 FT (9.2 M) NORTHEAST OF A BARRIER LINE MARKER
 BT2475'SIGN, 41.5 FT (12.6 M) NORTHEAST OF A DANGER SIGN, 51.2 FT (15.6 M)
 BT2475'NORTHWEST OF THE CENTERLINE OF ALA 27, 64.4 FT (19.6 M) NORTHEAST OF A
 BT2475'FLAT CONCRETE BURIED CABLE MARKER, 68.1 FT (20.8 M) EAST - SOUTHEAST
 BT2475'OF A POWER POLE WITH A DANGER SIGN, 100.0 FT (30.5 M) NORTHEAST OF
 BT2475'POWER POLE NO. 103, 1.7 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS
 BT2475'POST, AND SET FLUSH WITH THE GROUND.
 BT2475'STATION 23 - 46 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATIOF THE
 BT2475'CENTER OF A PAVED DRIVEWAY, 98.3 FT (30.0 M) EAST OF A FLAG POLE WITH
 BT2475'A RED LIGHT ON TOP, 120.5 FT (36.7 M) EAST-NORTHEAST OF THE NORTHEAST
 BT2475'POST OF A DOUBLE SIX-FOOT CHAIN LINK GATE, 132.0 FT (40.2 M)
 BT2475'SOUTHWEST OF POWER POLE NO. 106, 1.9 FT (0.6 M) SOUTHEAST OF A
 BT2475'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2475'STATION 23-47 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2476 ***********************************************************************
 BT2476  DESIGNATION -  23 48
 BT2476  PID         -  BT2476
 BT2476  STATE/COUNTY-  AL/DALE
 BT2476  USGS QUAD   -  ENTERPRISE NE (1981)
 BT2476
 BT2476                         *CURRENT SURVEY CONTROL
 BT2476  ___________________________________________________________________
 BT2476* NAD 83(1992)-  31 23 22.47244(N)    085 45 02.24044(W)     ADJUSTED  
 BT2476* NAVD 88     -        80.6    (meters)     264.     (feet)  GPS OBS   
 BT2476  ___________________________________________________________________
 BT2476  X           -     403,807.440 (meters)                     COMP
 BT2476  Y           -  -5,434,684.168 (meters)                     COMP
 BT2476  Z           -   3,302,869.668 (meters)                     COMP
 BT2476  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BT2476  ELLIP HEIGHT-          54.02  (meters)          (07/29/02) GPS OBS
 BT2476  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BT2476
 BT2476  HORZ ORDER  -  FIRST
 BT2476  ELLP ORDER  -  FOURTH    CLASS I
 BT2476
 BT2476.The horizontal coordinates were established by GPS observations
 BT2476.and adjusted by the National Geodetic Survey in March 1994..
 BT2476
 BT2476.The orthometric height was determined by GPS observations and a
 BT2476.high-resolution geoid model.
 BT2476
 BT2476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2476
 BT2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2476
 BT2476.The ellipsoidal height was determined by GPS observations
 BT2476.and is referenced to NAD 83.
 BT2476
 BT2476.The geoid height was determined by GEOID03.
 BT2476
 BT2476;                    North         East     Units Scale Factor Converg.
 BT2476;SPC AL E     -    98,624.957   207,866.643   MT  0.99996076   +0 02 35.1
 BT2476;UTM  16      - 3,473,452.662   618,789.861   MT  0.99977405   +0 39 03.0
 BT2476
 BT2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2476!SPC AL E     -   0.99999152  x   0.99996076  =   0.99995228
 BT2476!UTM  16      -   0.99999152  x   0.99977405  =   0.99976557
 BT2476
 BT2476                          SUPERSEDED SURVEY CONTROL
 BT2476
 BT2476  ELLIP H (03/24/94)   54.05   (m)                       GP(       ) 4 1
 BT2476  NGVD 29 (05/23/94)   80.7    (m)          265.     (f) GPS OBS        
 BT2476
 BT2476.Superseded values are not recommended for survey control.
 BT2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2476.See file dsdata.txt to determine how the superseded data were derived.
 BT2476
 BT2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1879073453(NAD 83)
 BT2476_MARKER: DD = SURVEY DISK
 BT2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2476_SP_SET: CONCRETE POST
 BT2476_STAMPING: 23-48 1993
 BT2476_MARK LOGO: ALHD  
 BT2476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2476+STABILITY: SURFACE MOTION
 BT2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2476+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2476
 BT2476  HISTORY     - Date     Condition        Report By
 BT2476  HISTORY     - 1993     MONUMENTED       ALHD
 BT2476
 BT2476                          STATION DESCRIPTION
 BT2476
 BT2476'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2476'THE STATION IS LOCATED IN DALE COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2476'ARMY ON ECH ARMY AIRFIELD, ABOUT 6.10 MI (9.82 KM) NORTH-NORTHWEST OF
 BT2476'DALEVILLE AND ABOUT 8.05 MI (12.95 KM) SOUTHWEST OF OZARK.
 BT2476'TO REACH THE STATION FROM THE JUNCTION OF U..S 231 AND ALA 249 (MILE
 BT2476'POST 5.20 ON ALA 249 AND MILE POST 43.95 ON U.S. 231) AT A TRAFFIC
 BT2476'LIGHT IN OZARK, DRIVE SOUTHWEST ON ALA 249 FOR 5.20 MI (8.37 KM) TO
 BT2476'MILE POST 0 AND THE OZARK GATE INTO FORT RUCKER, CONTINUE SOUTHWEST
 BT2476'ON ANDREWS AVENUE FOR 0.10 MI (0.16 KM) TO WHITTAKER ROAD ON THE
 BT2476'RIGHT, TURN RIGHT ON WHITTAKER ROAD AND DRIVE SOUTHWEST AND WEST FOR
 BT2476'2.00 MI (3.22 KM) TO A REVERSE Y-INTERSECTION WITH A PAVED ROAD, BEAR
 BT2476'RIGHT AND DRIVE WEST FOR 0.65 MI (1.05 KM) TO A PAVED ROAD ON THE
 BT2476'RIGHT, TURN RIGHT ON THE PAVED ROAD AND DRIVE NORTH FOR 0.10 MI
 BT2476'(0.16 KM) TO A Y-INTERSECTION WITH A PAVED ROAD RIGHT AND A GRAVEL
 BT2476'ROAD LEFT, BEAR LEFT ON THE GRAVEL ROAD AND DRIVE NORTHWEST AND WEST
 BT2476'FOR 1.75 MI (2.82 KM) TO THE STATION ON THE RIGHT.
 BT2476'THE STATION IS LOCATED ON THE SOUTH END OF ECH ARMY AIRFIELD, 19.0 FT
 BT2476'(5.8 M) NORTH-NORTHWEST OF THE CREST OF A FOUR-FOOT BACKSLOPE, 45.0
 BT2476'FT (13.7 M) NORTH-NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 167.8 FT
 BT2476'(51.1 M) SOUTHWEST OF THE WEST END OF A TWENTY FOUR-INCH BCCM PIPE
 BT2476'UNDER THE MAIN ROAD, 170.0 FT (51.8 M) SOUTHWEST OF THE SOUTH END OF
 BT2476'A CONCRETE DITCH FLUME, 171.2 FT (52.2 M) SOUTHWEST OF THE SOUTHWEST
 BT2476'END OF A FIFTEEN-INCH CONCRETE PIPE UNDER THE ENTRANCE ROAD TO ECH
 BT2476'FIELD, 205.0 FT (62.5 M) SOUTHWEST OF THE CENTER OF THE INTERSECTION
 BT2476'OF THE MAIN ROAD AND THE ENTRANCE ROAD, 1.7 FT (0.5 M) SOUTHEAST OF A
 BT2476'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2476'STATION 23-49 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2476'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY, OPERATIONS AT
 BT2476'ECH FIELD PHONE 205-255-5819.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2477 ***********************************************************************
 BT2477  DESIGNATION -  23 49
 BT2477  PID         -  BT2477
 BT2477  STATE/COUNTY-  AL/DALE
 BT2477  USGS QUAD   -  ENTERPRISE NE (1981)
 BT2477
 BT2477                         *CURRENT SURVEY CONTROL
 BT2477  ___________________________________________________________________
 BT2477* NAD 83(1992)-  31 23 59.29845(N)    085 45 23.33836(W)     ADJUSTED  
 BT2477* NAVD 88     -        93.8    (meters)     308.     (feet)  GPS OBS   
 BT2477  ___________________________________________________________________
 BT2477  X           -     403,208.664 (meters)                     COMP
 BT2477  Y           -  -5,434,147.478 (meters)                     COMP
 BT2477  Z           -   3,303,844.724 (meters)                     COMP
 BT2477  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BT2477  ELLIP HEIGHT-          67.25  (meters)          (07/29/02) GPS OBS
 BT2477  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BT2477
 BT2477  HORZ ORDER  -  FIRST
 BT2477  ELLP ORDER  -  FOURTH    CLASS I
 BT2477
 BT2477.The horizontal coordinates were established by GPS observations
 BT2477.and adjusted by the National Geodetic Survey in March 1994..
 BT2477
 BT2477.The orthometric height was determined by GPS observations and a
 BT2477.high-resolution geoid model.
 BT2477
 BT2477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2477
 BT2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2477
 BT2477.The ellipsoidal height was determined by GPS observations
 BT2477.and is referenced to NAD 83.
 BT2477
 BT2477.The geoid height was determined by GEOID03.
 BT2477
 BT2477;                    North         East     Units Scale Factor Converg.
 BT2477;SPC AL E     -    99,758.711   207,308.455   MT  0.99996066   +0 02 24.1
 BT2477;UTM  16      - 3,474,580.219   618,219.784   MT  0.99977238   +0 38 52.6
 BT2477
 BT2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2477!SPC AL E     -   0.99998944  x   0.99996066  =   0.99995010
 BT2477!UTM  16      -   0.99998944  x   0.99977238  =   0.99976182
 BT2477
 BT2477                          SUPERSEDED SURVEY CONTROL
 BT2477
 BT2477  ELLIP H (03/24/94)   67.27   (m)                       GP(       ) 4 1
 BT2477  NGVD 29 (05/23/94)   93.9    (m)          308.     (f) GPS OBS        
 BT2477
 BT2477.Superseded values are not recommended for survey control.
 BT2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2477.See file dsdata.txt to determine how the superseded data were derived.
 BT2477
 BT2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1822074580(NAD 83)
 BT2477_MARKER: DD = SURVEY DISK
 BT2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2477_SP_SET: CONCRETE POST
 BT2477_STAMPING: 23-49 1993
 BT2477_MARK LOGO: ALHD  
 BT2477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2477+STABILITY: SURFACE MOTION
 BT2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2477+SATELLITE: SATELLITE OBSERVATIONS - May 22, 2006
 BT2477
 BT2477  HISTORY     - Date     Condition        Report By
 BT2477  HISTORY     - 1993     MONUMENTED       ALHD
 BT2477  HISTORY     - 20060522 GOOD             GEOCAC
 BT2477
 BT2477                          STATION DESCRIPTION
 BT2477
 BT2477'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2477'THE STATION IS LOCATED IN DALE COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2477'ARMY ON ECH ARMY AIRFIELD, ABOUT 6.60 MI (10.62 KM) NORTH-NORTHWEST
 BT2477'OF DALEVILLE AND ABOUT 7.90 MI (12.71 KM) SOUTHWEST OF OZARK.
 BT2477'TO REACH THE STATION FROM THE JUNCTION OF U..S 231 AND ALA 249 (MILE
 BT2477'POST 5.20 ON ALA 249 AND MILE POST 43.95 ON U.S. 231) AT A TRAFFIC
 BT2477'LIGHT IN OZARK, DRIVE SOUTHWEST ON ALA 249 FOR 5.20 MI (8.37 KM) TO
 BT2477'MILE POST 0 AND THE OZARK GATE INTO FORT RUCKER, CONTINUE SOUTHWEST
 BT2477'ON ANDREWS AVENUE FOR 0.10 MI (0.16 KM) TO WHITTAKER ROAD ON THE
 BT2477'RIGHT, TURN RIGHT ON WHITTAKER ROAD AND DRIVE SOUTHWEST AND WEST FOR
 BT2477'2.00 MI (3.22 KM) TO A REVERSE Y-INTERSECTION WITH A PAVED ROAD, BEAR
 BT2477'RIGHT AND DRIVE WEST FOR 0.65 MI (1.05 KM) TO A PAVED ROAD ON THE
 BT2477'RIGHT, TURN RIGHT ON THE PAVED ROAD AND DRIVE NORTH FOR 0.10 MI
 BT2477'(0.16 KM) TO A Y-INTERSECTION WITH A PAVED ROAD RIGHT AND A GRAVEL
 BT2477'ROAD LEFT, BEAR LEFT ON THE GRAVEL ROAD AND DRIVE NORTHWEST AND WEST
 BT2477'FOR 2.30 MI (3.70 KM) TO A T-INTERSECTION, TURN RIGHT ON THE GRAVEL
 BT2477'ROAD AND DRIVE NORTH FOR 0.75 MI (1.21 KM) TO A GRAVEL ROAD ON THE
 BT2477'RIGHT AT AN ECH LAKE SIGN, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 BT2477'EAST FOR 0.40 MI (0.64 KM) TO THE STATION ON THE RIGHT.
 BT2477'THE STATION IS LOCATED ON THE NORTH END OF ECH ARMY AIRFIELD, 115.0 FT
 BT2477'(35.1 M) SOUTH OF THE CREST OF A SIX-FOOT BACKSLOPE, 142.0 FT
 BT2477'(43.3 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 152.5 FT (46.5 M)
 BT2477'SOUTH-SOUTHEAST OF A POLE WITH ONE YELLOW BARRELL ON TOP, 176.5 FT
 BT2477'(53.8 M) SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE MAIN ROAD
 BT2477'AND A ROAD LEADING NORTH TO ECH LAKE, 193.0 FT (58.8 M)
 BT2477'SOUTH-SOUTHWEST OF A POLE WITH TWO YELLOW BARRELLS ON TOP ACROSS THE
 BT2477'ROAD, 1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 BT2477'WITH THE GROUND.
 BT2477'STATION 23-48 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2477'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY, OPERATIONS AT
 BT2477'ECH FIELD, PHONE 205-255-5819.
 BT2477
 BT2477                          STATION RECOVERY (2006)
 BT2477
 BT2477'RECOVERY NOTE BY GEOCACHING 2006 (CMB)
 BT2477'THE WITNESS POST IS THERE, BUT IN BAD SHAPE.  THE BM IS FLUSH WITH THE
 BT2477'GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2367 ***********************************************************************
 BT2367  DESIGNATION -  23 5
 BT2367  PID         -  BT2367
 BT2367  STATE/COUNTY-  AL/DALE
 BT2367  USGS QUAD   -  DALEVILLE (1980)
 BT2367
 BT2367                         *CURRENT SURVEY CONTROL
 BT2367  ___________________________________________________________________
 BT2367* NAD 83(1992)-  31 20 47.95643(N)    085 44 52.46092(W)     ADJUSTED  
 BT2367* NAVD 88     -        72.0    (meters)     236.     (feet)  GPS OBS   
 BT2367  ___________________________________________________________________
 BT2367  X           -     404,248.230 (meters)                     COMP
 BT2367  Y           -  -5,437,127.954 (meters)                     COMP
 BT2367  Z           -   3,298,801.733 (meters)                     COMP
 BT2367  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BT2367  ELLIP HEIGHT-          45.28  (meters)          (07/29/02) GPS OBS
 BT2367  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BT2367
 BT2367  HORZ ORDER  -  FIRST
 BT2367  ELLP ORDER  -  FOURTH    CLASS I
 BT2367
 BT2367.The horizontal coordinates were established by GPS observations
 BT2367.and adjusted by the National Geodetic Survey in December 1992..
 BT2367
 BT2367.The orthometric height was determined by GPS observations and a
 BT2367.high-resolution geoid model.
 BT2367
 BT2367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2367
 BT2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2367
 BT2367.The ellipsoidal height was determined by GPS observations
 BT2367.and is referenced to NAD 83.
 BT2367
 BT2367.The geoid height was determined by GEOID03.
 BT2367
 BT2367;                    North         East     Units Scale Factor Converg.
 BT2367;SPC AL E     -    93,866.429   208,128.706   MT  0.99996081   +0 02 40.0
 BT2367;UTM  16      - 3,468,698.065   619,102.293   MT  0.99977496   +0 39 05.2
 BT2367
 BT2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2367!SPC AL E     -   0.99999289  x   0.99996081  =   0.99995370
 BT2367!UTM  16      -   0.99999289  x   0.99977496  =   0.99976785
 BT2367
 BT2367                          SUPERSEDED SURVEY CONTROL
 BT2367
 BT2367  NAD 83(1986)-  31 20 47.96894(N)    085 44 52.46688(W) AD(       ) 1
 BT2367  NGVD 29 (12/04/92)   72.0    (m)          236.     (f) GPS OBS        
 BT2367
 BT2367.Superseded values are not recommended for survey control.
 BT2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2367.See file dsdata.txt to determine how the superseded data were derived.
 BT2367
 BT2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1910268698(NAD 83)
 BT2367_MARKER: DD = SURVEY DISK
 BT2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2367_SP_SET: CONCRETE POST
 BT2367_STAMPING: 23-5 1991
 BT2367_MARK LOGO: ALHD  
 BT2367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2367+STABILITY: SURFACE MOTION
 BT2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2367+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2367
 BT2367  HISTORY     - Date     Condition        Report By
 BT2367  HISTORY     - 1991     MONUMENTED       ALHD
 BT2367
 BT2367                          STATION DESCRIPTION
 BT2367
 BT2367'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2367'THE STATION IS LOCATED IN DALE COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2367'ARMY ON LOWE ARMY HELIPORT, ABOUT 3.50 MI (5.63 KM) NORTHWEST OF
 BT2367'DALEVILLE AND ABOUT 9.90 MI (15.93 KM) SOUTHWEST OF OZARK.
 BT2367'TO REACH THE STATION FROM THE JUNCTION OF THE ENTERPRISE BYPASS AND
 BT2367'ALA 248 (MILE POST 2.30 ON ALA 248 AND MILE POST 184.15 ON THE
 BT2367'ENTERPRISE BYPASS) IN ENTERPRISE, DRIVE EAST ON ALA 248 FOR 3.80 MI
 BT2367'(6.12 KM) TO MILE POST 6.10 AND THE ENTERPRISE GATE OF FORT RUCKER,
 BT2367'CONTINUE EAST ON ANDREWS AVE FOR 0.45 MI (0.72 KM) TO LOWE FIELD ROAD
 BT2367'ON THE LEFT, TURN LEFT ON LOWE FIELD ROAD AND DRIVE NORTH, EAST, AND
 BT2367'SOUTH AROUND THE PERIMETER FENCE FOR 2.15 MI (3.46 KM) TO THE GATE
 BT2367'AND THE GUARD SHACK ON THE RIGHT, AFTER ADVISING THE GUARD OF YOUR
 BT2367'BUSINESS, CONTINUE SOUTH ON THE MAIN ROAD FOR 0.40 MI (0.64 KM) TO
 BT2367'THE END OF THE ROAD AT THE SOUTH END OF A PARKING LOT, PARK HERE AND
 BT2367'WALK APPROXIMATELY 50 YARDS SOUTH TO BUILDING 40134 (THE ALERT SHACK)
 BT2367'AND REQUEST AN ESCORT TO THE CENTER OF THE SOUTH PERIMETER FENCE.
 BT2367'THE STATION IS LOCATED INSIDE THE SECURITY FENCE, NEAR THE CENTER, ON
 BT2367'THE SOUTH END OF LOWE ARMY HELIPORT, 6.0 FT (1.8 M) NORTH OF A BRACED
 BT2367'POST IN THE SIX-FOOT CHAIN LINK SECURITY FENCE, 11.2 FT (3.4 M)
 BT2367'NORTHWEAST OF THE EAST BRACE POST, 12.3 FT (3.7 M) NORTHEAST OF THE
 BT2367'WEST BRACE POST, 30.2 FT (9.2 M) WEST OF A POST FOR TWO RED CLEARANCE
 BT2367'LIGHTS ON THE FENCE, 5.7 FT (1.7 M) NORTH OF A CARSONITE WITNESS
 BT2367'POST, AND SET FLUSH WITH THE GROUND.
 BT2367'STATION 23-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2367'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY.
 BT2367'LT. RON WATSON
 BT2367'DEPARTMENT OF DEFENSE POLICE
 BT2367'FORT RUCKER, ALABAMA 36362
 BT2367'PHONE 205-255-3510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2478 ***********************************************************************
 BT2478  DESIGNATION -  23 50
 BT2478  PID         -  BT2478
 BT2478  STATE/COUNTY-  AL/DALE
 BT2478  USGS QUAD   -  ENTERPRISE (1981)
 BT2478
 BT2478                         *CURRENT SURVEY CONTROL
 BT2478  ___________________________________________________________________
 BT2478* NAD 83(1992)-  31 17 52.31071(N)    085 47 25.22020(W)     ADJUSTED  
 BT2478* NAVD 88     -       109.5    (meters)     359.     (feet)  GPS OBS   
 BT2478  ___________________________________________________________________
 BT2478  X           -     400,430.173 (meters)                     COMP
 BT2478  Y           -  -5,440,262.336 (meters)                     COMP
 BT2478  Z           -   3,294,199.887 (meters)                     COMP
 BT2478  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 BT2478  ELLIP HEIGHT-          82.65  (meters)          (07/29/02) GPS OBS
 BT2478  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BT2478
 BT2478  HORZ ORDER  -  FIRST
 BT2478  ELLP ORDER  -  FOURTH    CLASS I
 BT2478
 BT2478.The horizontal coordinates were established by GPS observations
 BT2478.and adjusted by the National Geodetic Survey in March 1994..
 BT2478
 BT2478.The orthometric height was determined by GPS observations and a
 BT2478.high-resolution geoid model.
 BT2478
 BT2478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2478
 BT2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2478
 BT2478.The ellipsoidal height was determined by GPS observations
 BT2478.and is referenced to NAD 83.
 BT2478
 BT2478.The geoid height was determined by GEOID03.
 BT2478
 BT2478;                    North         East     Units Scale Factor Converg.
 BT2478;SPC AL E     -    88,454.646   204,093.165   MT  0.99996021   +0 01 20.4
 BT2478;UTM  16      - 3,463,244.907   615,125.031   MT  0.99976348   +0 37 42.5
 BT2478
 BT2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2478!SPC AL E     -   0.99998702  x   0.99996021  =   0.99994723
 BT2478!UTM  16      -   0.99998702  x   0.99976348  =   0.99975050
 BT2478
 BT2478:                Primary Azimuth Mark                     Grid Az
 BT2478:SPC AL E     -  23 51                                    081 11 58.4
 BT2478:UTM  16      -  23 51                                    080 35 36.3
 BT2478
 BT2478|---------------------------------------------------------------------|
 BT2478| PID    Reference Object                     Distance      Geod. Az  |
 BT2478|                                                           dddmmss.s |
 BT2478| BT2479 23 51                               487.363 METERS 0811318.8 |
 BT2478|---------------------------------------------------------------------|
 BT2478
 BT2478                          SUPERSEDED SURVEY CONTROL
 BT2478
 BT2478  ELLIP H (03/24/94)   82.68   (m)                       GP(       ) 4 1
 BT2478  NGVD 29 (05/23/94)  109.5    (m)          359.     (f) GPS OBS        
 BT2478
 BT2478.Superseded values are not recommended for survey control.
 BT2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2478.See file dsdata.txt to determine how the superseded data were derived.
 BT2478
 BT2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1512563245(NAD 83)
 BT2478_MARKER: DD = SURVEY DISK
 BT2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2478_SP_SET: CONCRETE POST
 BT2478_STAMPING: 23-50 1993
 BT2478_MARK LOGO: ALHD  
 BT2478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2478+STABILITY: SURFACE MOTION
 BT2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2478+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 BT2478
 BT2478  HISTORY     - Date     Condition        Report By
 BT2478  HISTORY     - 1993     MONUMENTED       ALHD
 BT2478  HISTORY     - 20050329 GOOD             ALPCO
 BT2478
 BT2478                          STATION DESCRIPTION
 BT2478
 BT2478'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2478'THE STATION IS IN DALE COUNTY ON THE SOUTH RIGHT OF WAY OF AL 134
 BT2478'ABOUT 4.00 MI (6.44 KM) EAST OF ENTERPRISE AND ABOUT 10.20 MI
 BT2478'(16.41 KM) SOUTHEAST OF NEW BROCKTON.
 BT2478'TO REACH THE STATION FROM THE JUNCTION OF AL 134 WEST AND U.S. 84
 BT2478'(MILEPOST 28.04 ON AL 134 AND MILEPOST 185.20 ON U.S. 84) IN
 BT2478'ENTERPRISE, DRIVE EAST ON AL 134 FOR 2.35 MI (3.78 KM) TO MILEPOST
 BT2478'30.40 AND THE STATION ON THE RIGHT ON TOP OF A TWELVE-FOOT BACKSLOPE.
 BT2478'THE STATION IS 85.5 FT (26.1 M) EAST-NORTHEAST OF AN ANGLE CABLE POLE
 BT2478'WITH TWO GUY WIRES, 152.6 FT (46.5 M) SOUTH OF THE CENTERLINE OF AL
 BT2478'134, 157.8 FT (48.1 M) SOUTHEAST OF AN AL 134 EAST SIGN, 159.8 FT
 BT2478'(48.7 M) SOUTHEAST OF A U.S. 84 EAST SIGN, 226.0 FT (68.9 M) EAST OF
 BT2478'THE CENTER OF A PAVED ROAD LEADING SOUTH (COFFEE COUNTY ROAD 709) AND
 BT2478'ABOUT 350 FT (106.7 M) WEST OF A JERRY MITCHELL CHEVROLET BILLBOARD.
 BT2478'STATION 23-51 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2478
 BT2478                          STATION RECOVERY (2005)
 BT2478
 BT2478'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (LG)
 BT2478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2479 ***********************************************************************
 BT2479  DESIGNATION -  23 51
 BT2479  PID         -  BT2479
 BT2479  STATE/COUNTY-  AL/DALE
 BT2479  USGS QUAD   -  ENTERPRISE (1981)
 BT2479
 BT2479                         *CURRENT SURVEY CONTROL
 BT2479  ___________________________________________________________________
 BT2479* NAD 83(1992)-  31 17 54.72526(N)    085 47 07.00743(W)     ADJUSTED  
 BT2479* NAVD 88     -       103.0    (meters)     338.     (feet)  GPS OBS   
 BT2479  ___________________________________________________________________
 BT2479  X           -     400,907.291 (meters)                     COMP
 BT2479  Y           -  -5,440,182.925 (meters)                     COMP
 BT2479  Z           -   3,294,260.074 (meters)                     COMP
 BT2479  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 BT2479  ELLIP HEIGHT-          76.19  (meters)          (07/29/02) GPS OBS
 BT2479  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BT2479
 BT2479  HORZ ORDER  -  FIRST
 BT2479  ELLP ORDER  -  FOURTH    CLASS I
 BT2479
 BT2479.The horizontal coordinates were established by GPS observations
 BT2479.and adjusted by the National Geodetic Survey in March 1994..
 BT2479
 BT2479.The orthometric height was determined by GPS observations and a
 BT2479.high-resolution geoid model.
 BT2479
 BT2479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2479
 BT2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2479
 BT2479.The ellipsoidal height was determined by GPS observations
 BT2479.and is referenced to NAD 83.
 BT2479
 BT2479.The geoid height was determined by GEOID03.
 BT2479
 BT2479;                    North         East     Units Scale Factor Converg.
 BT2479;SPC AL E     -    88,529.206   204,574.771   MT  0.99996026   +0 01 29.9
 BT2479;UTM  16      - 3,463,324.542   615,605.727   MT  0.99976484   +0 37 52.0
 BT2479
 BT2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2479!SPC AL E     -   0.99998804  x   0.99996026  =   0.99994830
 BT2479!UTM  16      -   0.99998804  x   0.99976484  =   0.99975288
 BT2479
 BT2479:                Primary Azimuth Mark                     Grid Az
 BT2479:SPC AL E     -  23 50                                    261 11 58.4
 BT2479:UTM  16      -  23 50                                    260 35 36.3
 BT2479
 BT2479|---------------------------------------------------------------------|
 BT2479| PID    Reference Object                     Distance      Geod. Az  |
 BT2479|                                                           dddmmss.s |
 BT2479| BT2478 23 50                               487.363 METERS 2611328.3 |
 BT2479|---------------------------------------------------------------------|
 BT2479
 BT2479                          SUPERSEDED SURVEY CONTROL
 BT2479
 BT2479  ELLIP H (03/24/94)   76.22   (m)                       GP(       ) 4 1
 BT2479  NGVD 29 (05/23/94)  103.0    (m)          338.     (f) GPS OBS        
 BT2479
 BT2479.Superseded values are not recommended for survey control.
 BT2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2479.See file dsdata.txt to determine how the superseded data were derived.
 BT2479
 BT2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1560663325(NAD 83)
 BT2479_MARKER: DD = SURVEY DISK
 BT2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2479_SP_SET: CONCRETE POST
 BT2479_STAMPING: 23-51
 BT2479_MARK LOGO: ALHD  
 BT2479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2479+STABILITY: SURFACE MOTION
 BT2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2479+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2005
 BT2479
 BT2479  HISTORY     - Date     Condition        Report By
 BT2479  HISTORY     - 1993     MONUMENTED       ALHD
 BT2479  HISTORY     - 20050329 GOOD             ALPCO
 BT2479
 BT2479                          STATION DESCRIPTION
 BT2479
 BT2479'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2479'THE STATION IS IN DALE COUNTY ON THE NORTH RIGHT OF WAY OF AL 134
 BT2479'ABOUT 4.25 MI (6.84 KM) EAST OF ENTERPRISE AND ABOUT 10.30 MI
 BT2479'(16.58 KM) SOUTHEAST OF NEW BROCKTON.
 BT2479'TO REACH THE STATION FROM THE JUNCTION OF AL 134 WEST AND U.S. 84
 BT2479'(MILEPOST 28.04 ON AL 134 AND MILEPOST 185.20 ON U.S. 84) IN
 BT2479'ENTERPRISE, DRIVE EAST ON AL 134 FOR 2.65 MI (4.26 KM) TO MILEPOST
 BT2479'30.70 AND THE STATION ON THE LEFT.
 BT2479'THE STATION IS 59.0 FT (18.0 M) NORTH OF THE CENTERLINE OF AL 134,
 BT2479'109.8 FT (33.5 M) WEST OF THE TOP OF THE WEST END OF A TWENTY
 BT2479'FOUR-INCH DRAINAGE PIPE UNDER A DRIVEWAY LEADING TO A FARM EQUIPMENT
 BT2479'STORE, 112.5 FT (34.3 M) WEST-SOUTHWEST OF A POWER AND CABLE POLE,
 BT2479'113.1 FT (34.5 M) NORTHWEST OF A LEVEL PLAINS TOWN LIMIT SIGN, 113.3
 BT2479'FT (34.5 M) WEST-SOUTHWEST OF A CATHRYNS BAIT AND TACKLE SIGN, 180.0
 BT2479'FT (54.9 M) EAST-SOUTHEAST OF A JUNCTION POWER AND CABLE POLE AND
 BT2479'182.1 FT (55.5 M) EAST-SOUTHEAST OF A COFFEE COUNTY SOIL AND WATER
 BT2479'CONSERVATION DISTRICT SIGN.
 BT2479'STATION 23-50 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2479
 BT2479                          STATION RECOVERY (2005)
 BT2479
 BT2479'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (LG)
 BT2479'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2480 ***********************************************************************
 BT2480  DESIGNATION -  23 52
 BT2480  PID         -  BT2480
 BT2480  STATE/COUNTY-  AL/DALE
 BT2480  USGS QUAD   -  PINCKARD (1981)
 BT2480
 BT2480                         *CURRENT SURVEY CONTROL
 BT2480  ___________________________________________________________________
 BT2480* NAD 83(1992)-  31 17 30.30882(N)    085 32 09.33222(W)     ADJUSTED  
 BT2480* NAVD 88     -       108.8    (meters)     357.     (feet)  GPS OBS   
 BT2480  ___________________________________________________________________
 BT2480  X           -     424,610.165 (meters)                     COMP
 BT2480  Y           -  -5,438,780.961 (meters)                     COMP
 BT2480  Z           -   3,293,620.466 (meters)                     COMP
 BT2480  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BT2480  ELLIP HEIGHT-          81.92  (meters)          (07/29/02) GPS OBS
 BT2480  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BT2480
 BT2480  HORZ ORDER  -  FIRST
 BT2480  ELLP ORDER  -  FOURTH    CLASS I
 BT2480
 BT2480.The horizontal coordinates were established by GPS observations
 BT2480.and adjusted by the National Geodetic Survey in March 1994..
 BT2480
 BT2480.The orthometric height was determined by GPS observations and a
 BT2480.high-resolution geoid model.
 BT2480
 BT2480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2480
 BT2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2480
 BT2480.The ellipsoidal height was determined by GPS observations
 BT2480.and is referenced to NAD 83.
 BT2480
 BT2480.The geoid height was determined by GEOID03.
 BT2480
 BT2480;                    North         East     Units Scale Factor Converg.
 BT2480;SPC AL E     -    87,814.421   228,315.787   MT  0.99996989   +0 09 16.1
 BT2480;UTM  16      - 3,462,861.017   639,349.107   MT  0.99983951   +0 45 38.0
 BT2480
 BT2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2480!SPC AL E     -   0.99998714  x   0.99996989  =   0.99995703
 BT2480!UTM  16      -   0.99998714  x   0.99983951  =   0.99982665
 BT2480
 BT2480                          SUPERSEDED SURVEY CONTROL
 BT2480
 BT2480  ELLIP H (03/24/94)   81.93   (m)                       GP(       ) 4 1
 BT2480  NGVD 29 (05/23/94)  108.9    (m)          357.     (f) GPS OBS        
 BT2480
 BT2480.Superseded values are not recommended for survey control.
 BT2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2480.See file dsdata.txt to determine how the superseded data were derived.
 BT2480
 BT2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3934962861(NAD 83)
 BT2480_MARKER: DD = SURVEY DISK
 BT2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2480_SP_SET: CONCRETE POST
 BT2480_STAMPING: 23-52 1993
 BT2480_MARK LOGO: ALHD  
 BT2480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2480+STABILITY: SURFACE MOTION
 BT2480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2480+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2480
 BT2480  HISTORY     - Date     Condition        Report By
 BT2480  HISTORY     - 1993     MONUMENTED       ALHD
 BT2480
 BT2480                          STATION DESCRIPTION
 BT2480
 BT2480'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2480'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 BT2480'DALE COUNTY ROAD NO. 63, ABOUT 1.55 MI (2.49 KM) SOUTHEAST OF
 BT2480'PINCKARD AND ABOUT 3.25 MI (5.23 KM) WEST-SOUTHWEST OF MIDLAND CITY.
 BT2480'TO REACH THE STATION FROM THE U.S. 231 OVERPASS OVER ALA 134 (MILE
 BT2480'POST 49.65 ON ALA 134 AND MILE POST 30.70 ON U.S. 231) IN MIDLAND
 BT2480'CITY, DRIVE WEST ON ALA 134 FOR 2.50 MI (4.02 KM) TO MILE POST 47.15
 BT2480'AND DALE COUNTY ROAD NO. 47 ON THE LEFT, TURN LEFT ON DALE COUNTY
 BT2480'ROAD NO. 47 AND DRIVE SOUTHEAST FOR 1.05 MI (1.69 KM) TO DALE COUNTY
 BT2480'ROAD NO. 63 ON THE RIGHT, TURN RIGHT ON DALE COUNTY ROAD NO. 63 AND
 BT2480'DRIVE SOUTH FOR 0.50 MI (0.80 KM) TO THE SATION ON THE LEFT.
 BT2480'THE STATION IS LOCATED ON THE EAST SIDE OF DALE COUNTY ROAD NO. 63
 BT2480'ABOUT 5.7 FT (1.7 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND OF
 BT2480'BARBED WIRE ON TREATED WOOD POSTS, 120.0 FT (36.6 M) NORTH OF A POWER
 BT2480'POLE, 102.0 FT (31.1 M) NORTH OF THE NORTH GATE POST OF A STEEL GATE,
 BT2480'150.0 FT (45.7 M) SOUTH OF A POWER POLE WITH A GUIDE WIRE, 129.1 FT
 BT2480'(39.3 M) SOUTHEAST OF A TELEPHONE CABLE PEDESTAL NO. 7, 36.7 FT
 BT2480'(11.2 M) EAST OF THE CENTERLINE OF DALE COUNTY ROAD NO. 63, AND 5.0
 BT2480'FT (1.5 M) WEST OF A CARSONITE WITNESS POST.
 BT2480'STATION 23-42 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2368 ***********************************************************************
 BT2368  DESIGNATION -  23 6
 BT2368  PID         -  BT2368
 BT2368  STATE/COUNTY-  AL/DALE
 BT2368  USGS QUAD   -  DALEVILLE (1980)
 BT2368
 BT2368                         *CURRENT SURVEY CONTROL
 BT2368  ___________________________________________________________________
 BT2368* NAD 83(1992)-  31 21 45.35805(N)    085 44 54.42593(W)     ADJUSTED  
 BT2368* NAVD 88     -        95.1    (meters)     312.     (feet)  GPS OBS   
 BT2368  ___________________________________________________________________
 BT2368  X           -     404,129.701 (meters)                     COMP
 BT2368  Y           -  -5,436,234.154 (meters)                     COMP
 BT2368  Z           -   3,300,323.519 (meters)                     COMP
 BT2368  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 BT2368  ELLIP HEIGHT-          68.44  (meters)          (07/29/02) GPS OBS
 BT2368  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BT2368
 BT2368  HORZ ORDER  -  FIRST
 BT2368  ELLP ORDER  -  FOURTH    CLASS I
 BT2368
 BT2368.The horizontal coordinates were established by GPS observations
 BT2368.and adjusted by the National Geodetic Survey in December 1992..
 BT2368
 BT2368.The orthometric height was determined by GPS observations and a
 BT2368.high-resolution geoid model.
 BT2368
 BT2368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2368
 BT2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2368
 BT2368.The ellipsoidal height was determined by GPS observations
 BT2368.and is referenced to NAD 83.
 BT2368
 BT2368.The geoid height was determined by GEOID03.
 BT2368
 BT2368;                    North         East     Units Scale Factor Converg.
 BT2368;SPC AL E     -    95,634.218   208,075.405   MT  0.99996080   +0 02 39.0
 BT2368;UTM  16      - 3,470,464.862   619,030.277   MT  0.99977475   +0 39 05.2
 BT2368
 BT2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2368!SPC AL E     -   0.99998925  x   0.99996080  =   0.99995005
 BT2368!UTM  16      -   0.99998925  x   0.99977475  =   0.99976401
 BT2368
 BT2368                          SUPERSEDED SURVEY CONTROL
 BT2368
 BT2368  NAD 83(1986)-  31 21 45.37057(N)    085 44 54.43175(W) AD(       ) 1
 BT2368  NGVD 29 (12/04/92)   95.2    (m)          312.     (f) GPS OBS        
 BT2368
 BT2368.Superseded values are not recommended for survey control.
 BT2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2368.See file dsdata.txt to determine how the superseded data were derived.
 BT2368
 BT2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1903070465(NAD 83)
 BT2368_MARKER: DD = SURVEY DISK
 BT2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2368_SP_SET: CONCRETE POST
 BT2368_STAMPING: 23-6 1991
 BT2368_MARK LOGO: ALHD  
 BT2368_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2368+STABILITY: SURFACE MOTION
 BT2368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2368+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2368
 BT2368  HISTORY     - Date     Condition        Report By
 BT2368  HISTORY     - 1991     MONUMENTED       ALHD
 BT2368
 BT2368                          STATION DESCRIPTION
 BT2368
 BT2368'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2368'THE STATION IS LOCATED IN DALE COUNTY ON PROPERTY OWNED BY THE U. S.
 BT2368'ARMY ON LOWE ARMY HELIPORT, ABOUT 4.30 MI (6.92 KM) NORTHWEST OF
 BT2368'DALEVILLE AND ABOUT 9.25 MI (14.89 KM) SOUTHWEST OF OZARK.
 BT2368'TO REACH THE STATION FROM THE JUNCTION OF THE ENTERPRISE BYPASS AND
 BT2368'ALA 248 (MILE POST 2.30 ON ALA 248 AND MILE POST 184.15 ON THE
 BT2368'ENTERPRISE BYPASS) IN ENTERPRISE, DRIVE EAST ON ALA 248 3.80 MI
 BT2368'(6.12 KM) TO MILE POST 6.10 AND THE ENTERPRISE GATE OF FORT RUCKER,
 BT2368'CONTINUE EAST ON ANDREWS AVE 0.45 MI (0.72 KM) TO LOWE FIELD ROAD ON
 BT2368'THE LEFT, TURN LEFT ON LOWE FIELD ROAD AND DRIVE NORTH, EAST, AND
 BT2368'SOUTH AROUND THE PERIMETER FENCE 2.15 MI (3.46 KM) TO THE GATE AND
 BT2368'THE GUARD SHACK ON THE RIGHT, AFTER ADVISING THE GUARD OF YOUR
 BT2368'BUSINESS, CONTINUE SOUTH ON THE MAIN ROAD 0.40 MI (0.64 KM) TO THE
 BT2368'END OF THE ROAD AT THE SOUTH END OF A PARKING LOT, PARK HERE AND WALK
 BT2368'APPROXIMATELY 50 YARDS SOUTH TO BUILDING 40134 (THE ALERT SHACK) AND
 BT2368'REQUEST AN ESCORT TO THE CENTER OF THE NORTH PERIMETER FENCE.
 BT2368'THE STATION IS LOCATED INSIDE THE SECURITY FENCE ON THE NORTH END OF
 BT2368'LOWE ARMY HELIPORT AND IN LINE WITH THE CENTER OF A STREET LEADING
 BT2368'NORTH, 8.2 FT (2.5 M) SOUTH OF A BRACED ANGLE POST IN THE SIX FOOT
 BT2368'CHAIN LINK SECURITY FENCE, 11.5 FT (3.5 M) SOUTHEAST OF THE WEST
 BT2368'BRACE POST, 11.1 FT (3.4 M) WEST - SOUTHWEST OF THE EAST BRACE POST,
 BT2368'20.5 FT (6.2 M) EAST - SOUTHEAST OF A CARSONITE U. S. C. E. WITNESS
 BT2368'POST, 62.2 FT (19.0 M) SOUTH OF THE CENTER OF THE INTERSECTION
 BT2368'OUTSIDE THE FENCE, 111.1 FT (33.9 M) SOUTH - SOUTHWEST OF A TELEPHONE
 BT2368'CABLE PEDESTAL OUTSIDE THE FENCE, 7.8 FT (2.4 M) SOUTH OF A CARSONITE
 BT2368'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2368'STATION 23 - 5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2368'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY.
 BT2368'LT. RON WATSON
 BT2368'DEPARTMENT OF DEFENSE POLICE
 BT2368'FORT RUCKER, ALABAMA 36362
 BT2368'PHONE 205 - 255 - 3510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2369 ***********************************************************************
 BT2369  DESIGNATION -  23 7
 BT2369  PID         -  BT2369
 BT2369  STATE/COUNTY-  AL/DALE
 BT2369  USGS QUAD   -  DALEVILLE (1980)
 BT2369
 BT2369                         *CURRENT SURVEY CONTROL
 BT2369  ___________________________________________________________________
 BT2369* NAD 83(1992)-  31 16 05.44417(N)    085 43 02.03092(W)     ADJUSTED  
 BT2369* NAVD 88     -        88.6    (meters)     291.     (feet)  GPS OBS   
 BT2369  ___________________________________________________________________
 BT2369  X           -     407,497.794 (meters)                     COMP
 BT2369  Y           -  -5,441,433.431 (meters)                     COMP
 BT2369  Z           -   3,291,376.171 (meters)                     COMP
 BT2369  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BT2369  ELLIP HEIGHT-          61.70  (meters)          (07/29/02) GPS OBS
 BT2369  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BT2369
 BT2369  HORZ ORDER  -  FIRST
 BT2369  ELLP ORDER  -  FOURTH    CLASS I
 BT2369
 BT2369.The horizontal coordinates were established by GPS observations
 BT2369.and adjusted by the National Geodetic Survey in December 1992..
 BT2369
 BT2369.The orthometric height was determined by GPS observations and a
 BT2369.high-resolution geoid model.
 BT2369
 BT2369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2369
 BT2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2369
 BT2369.The ellipsoidal height was determined by GPS observations
 BT2369.and is referenced to NAD 83.
 BT2369
 BT2369.The geoid height was determined by GEOID03.
 BT2369
 BT2369;                    North         East     Units Scale Factor Converg.
 BT2369;SPC AL E     -    85,168.473   211,056.695   MT  0.99996151   +0 03 36.9
 BT2369;UTM  16      - 3,460,033.154   622,121.611   MT  0.99978395   +0 39 57.2
 BT2369
 BT2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2369!SPC AL E     -   0.99999031  x   0.99996151  =   0.99995182
 BT2369!UTM  16      -   0.99999031  x   0.99978395  =   0.99977426
 BT2369
 BT2369                          SUPERSEDED SURVEY CONTROL
 BT2369
 BT2369  ELLIP H (12/04/92)   61.72   (m)                       GP(       ) 4 1
 BT2369  NAD 83(1986)-  31 16 05.45743(N)    085 43 02.03878(W) AD(       ) 1
 BT2369  NGVD 29 (12/04/92)   88.7    (m)          291.     (f) GPS OBS        
 BT2369
 BT2369.Superseded values are not recommended for survey control.
 BT2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2369.See file dsdata.txt to determine how the superseded data were derived.
 BT2369
 BT2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2212260033(NAD 83)
 BT2369_MARKER: DD = SURVEY DISK
 BT2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2369_SP_SET: CONCRETE POST
 BT2369_STAMPING: 23-7 1991
 BT2369_MARK LOGO: ALHD  
 BT2369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2369+STABILITY: SURFACE MOTION
 BT2369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2369+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2369
 BT2369  HISTORY     - Date     Condition        Report By
 BT2369  HISTORY     - 1991     MONUMENTED       ALHD
 BT2369
 BT2369                          STATION DESCRIPTION
 BT2369
 BT2369'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2369'THE STATION IS LOCATED IN DALE COUNTY ON PROPERTY OWNED BY THE U. S.
 BT2369'ARMY ON CAIRNS ARMY AIRFIELD, ABOUT 2.65 MI (4.26 KM) SOUTH OF
 BT2369'DALEVILLE AND ABOUT 8.00 MI (12.87 KM) SOUTHWEST OF NEWTON.
 BT2369'TO REACH THE STATION FROM THE JUNCTION OF U. S. 84, ALA 85, AND ALA
 BT2369'134 (MILE POST 20.45 ON ALA 85) IN THE SOUTH END OF DALEVILLE, DRIVE
 BT2369'SOUTH ON ALA 85 1.00 MI (1.61 KM) TO MILE POST 19.45 AND THE ENTRANCE
 BT2369'TO CAIRNS FIELD ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND DRIVE
 BT2369'EAST 0.05 MI (0.08 KM) TO THE GUARD SHACK ON THE RIGHT, AFTER
 BT2369'ADVISING THE GUARD OF YOUR BUSINESS, CONTINUE EAST AND SOUTH ON
 BT2369'WALLACE ST 0.95 MI (1.53 KM) TO NEVIN ST LEFT AND RIGHT, TURN RIGHT
 BT2369'ON NEVIN ST AND DRIVE WEST 0.10 MI (0.16 KM) TO A T INTERSECTION WITH
 BT2369'THE PERIMETER ROAD LEFT AND RIGHT, TURN LEFT ON THE PERIMETER ROAD
 BT2369'AND DRIVE SOUTH, WEST, AND SOUTH 0.65 MI (1.05 KM) TO PERIMETER ROAD
 BT2369'ON THE LEFT, TURN LEFT ON PERIMETER ROAD AND DRIVE EAST 0.40 MI
 BT2369'(0.64 KM) TO A DIRT TRACK ROAD ON THE RIGHT, TURN RIGHT ON THE TRACK
 BT2369'ROAD AND DRIVE EAST - SOUTHEAST 0.05 MI (0.08 KM) TO THE STATION ON
 BT2369'THE RIGHT.
 BT2369'THE STATION IS LOCATED ON THE SOUTH SIDE OF CAIRNS ARMY AIRPORT, 2.8
 BT2369'FT (0.9 M) NORTH OF A SIX FOOT SECURITY FENCE, 5.6 FT (1.7 M)
 BT2369'NORTHWEST OF A STEEL FENCE POST, 5.8 FT (1.8 M) NORTHEAST OF A STEEL
 BT2369'FENCE POST, 144.5 FT (44.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF
 BT2369'BUILDING NO. 30918, 2.6 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST,
 BT2369'AND SET FLUSH WITH THE GROUND.
 BT2369'TRIANGULATION STATION PORT 1943 MAY BE USED AS AN AZIMUTH FOR THIS
 BT2369'STATION.
 BT2369'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 BT2369'LT. RON WATSON
 BT2369'DEPARTMENT OF DEFENSE POLICE
 BT2369'FORT RUCKER, ALABAMA 36362
 BT2369'PHONE 205 - 255 - 3510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2370 ***********************************************************************
 BT2370  DESIGNATION -  23 8
 BT2370  PID         -  BT2370
 BT2370  STATE/COUNTY-  AL/DALE
 BT2370  USGS QUAD   -  DALEVILLE (1980)
 BT2370
 BT2370                         *CURRENT SURVEY CONTROL
 BT2370  ___________________________________________________________________
 BT2370* NAD 83(1992)-  31 19 53.07173(N)    085 39 12.63887(W)     ADJUSTED  
 BT2370* NAVD 88     -        66.5    (meters)     218.     (feet)  GPS OBS   
 BT2370  ___________________________________________________________________
 BT2370  X           -     413,271.635 (meters)                     COMP
 BT2370  Y           -  -5,437,326.467 (meters)                     COMP
 BT2370  Z           -   3,297,355.062 (meters)                     COMP
 BT2370  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BT2370  ELLIP HEIGHT-          39.70  (meters)          (07/29/02) GPS OBS
 BT2370  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BT2370
 BT2370  HORZ ORDER  -  FIRST
 BT2370  ELLP ORDER  -  FOURTH    CLASS I
 BT2370
 BT2370.The horizontal coordinates were established by GPS observations
 BT2370.and adjusted by the National Geodetic Survey in December 1992..
 BT2370
 BT2370.The orthometric height was determined by GPS observations and a
 BT2370.high-resolution geoid model.
 BT2370
 BT2370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2370
 BT2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2370
 BT2370.The ellipsoidal height was determined by GPS observations
 BT2370.and is referenced to NAD 83.
 BT2370
 BT2370.The geoid height was determined by GEOID03.
 BT2370
 BT2370;                    North         East     Units Scale Factor Converg.
 BT2370;SPC AL E     -    92,186.931   217,113.467   MT  0.99996361   +0 05 36.6
 BT2370;UTM  16      - 3,467,114.100   628,102.777   MT  0.99980241   +0 42 00.9
 BT2370
 BT2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2370!SPC AL E     -   0.99999377  x   0.99996361  =   0.99995738
 BT2370!UTM  16      -   0.99999377  x   0.99980241  =   0.99979618
 BT2370
 BT2370                          SUPERSEDED SURVEY CONTROL
 BT2370
 BT2370  ELLIP H (12/04/92)   39.71   (m)                       GP(       ) 4 1
 BT2370  NAD 83(1986)-  31 19 53.08406(N)    085 39 12.64578(W) AD(       ) 1
 BT2370  NGVD 29 (12/04/92)   66.5    (m)          218.     (f) GPS OBS        
 BT2370
 BT2370.Superseded values are not recommended for survey control.
 BT2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2370.See file dsdata.txt to determine how the superseded data were derived.
 BT2370
 BT2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2810367114(NAD 83)
 BT2370_MARKER: DD = SURVEY DISK
 BT2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2370_SP_SET: CONCRETE POST
 BT2370_STAMPING: 23-8 1991
 BT2370_MARK LOGO: ALHD  
 BT2370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2370+STABILITY: SURFACE MOTION
 BT2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2370+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2370
 BT2370  HISTORY     - Date     Condition        Report By
 BT2370  HISTORY     - 1991     MONUMENTED       ALHD
 BT2370
 BT2370                          STATION DESCRIPTION
 BT2370
 BT2370'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2370'THE STATION IS LOCATED IN DALE COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2370'ARMY ON FORT RUCKER AT HANCHEY FIELD ARMY HELIPORT, ABOUT 2.30 MI
 BT2370'(3.70 KM) WEST-NORTHWEST OF NEWTON AND ABOUT 4.75 MI (7.64 KM)
 BT2370'NORTHEAST OF DALEVILLE.
 BT2370'TO REACH THE STATION FROM THE JUNCTION OF ALA 85 AND ALA 134 (MILE
 BT2370'POST 35.00 ON ALA 134) IN DALEVILLE, DRIVE EAST ON ALA 134 FOR 3.75
 BT2370'MI (6.03 KM) TO MILE POST 38.75 AND NEWTON GATE ROAD ON THE LEFT,
 BT2370'TURN LEFT ON NEWTON GATE ROAD AND DRIVE NORTH FOR 0.85 MI (1.37 KM)
 BT2370'TO HATCH ROAD LEFT AND RIGHT AND THE STATION ON THE LEFT IN THE
 BT2370'NORTHWEST QUADRANT OF THE INTERSECTION.
 BT2370'THE STATION IS 84.4 FT (25.7 M) NORTHWEST OF THE CENTERLINE OF HATCH
 BT2370'ROAD, 116.2 FT (35.4 M) SOUTHWEST OF THE CENTERLINE OF HANCHEY FIELD
 BT2370'ROAD, 140.0 FT (42.7 M) WEST OF THE CENTER OF THE INTERSECTION, 166.0
 BT2370'FT (50.6 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 24, 1.7 FT
 BT2370'(0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2370'GROUND.
 BT2370'STATION 23-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2370'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 BT2370'LT. RON WATSON
 BT2370'DEPARTMENT OF DEFENSE POLICE
 BT2370'FORT RUCKER, ALABAMA 36362
 BT2370'PHONE 205-255-3510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2371 ***********************************************************************
 BT2371  DESIGNATION -  23 9
 BT2371  PID         -  BT2371
 BT2371  STATE/COUNTY-  AL/DALE
 BT2371  USGS QUAD   -  DALEVILLE (1980)
 BT2371
 BT2371                         *CURRENT SURVEY CONTROL
 BT2371  ___________________________________________________________________
 BT2371* NAD 83(1992)-  31 20 17.04027(N)    085 39 04.59387(W)     ADJUSTED  
 BT2371* NAVD 88     -        68.0    (meters)     223.     (feet)  GPS OBS   
 BT2371  ___________________________________________________________________
 BT2371  X           -     413,454.698 (meters)                     COMP
 BT2371  Y           -  -5,436,928.859 (meters)                     COMP
 BT2371  Z           -   3,297,986.390 (meters)                     COMP
 BT2371  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BT2371  ELLIP HEIGHT-          41.23  (meters)          (07/29/02) GPS OBS
 BT2371  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BT2371
 BT2371  HORZ ORDER  -  FIRST
 BT2371  ELLP ORDER  -  FOURTH    CLASS I
 BT2371
 BT2371.The horizontal coordinates were established by GPS observations
 BT2371.and adjusted by the National Geodetic Survey in December 1992..
 BT2371
 BT2371.The orthometric height was determined by GPS observations and a
 BT2371.high-resolution geoid model.
 BT2371
 BT2371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2371
 BT2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2371
 BT2371.The ellipsoidal height was determined by GPS observations
 BT2371.and is referenced to NAD 83.
 BT2371
 BT2371.The geoid height was determined by GEOID03.
 BT2371
 BT2371;                    North         East     Units Scale Factor Converg.
 BT2371;SPC AL E     -    92,925.452   217,324.923   MT  0.99996370   +0 05 40.9
 BT2371;UTM  16      - 3,467,854.700   628,306.367   MT  0.99980305   +0 42 05.6
 BT2371
 BT2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2371!SPC AL E     -   0.99999353  x   0.99996370  =   0.99995723
 BT2371!UTM  16      -   0.99999353  x   0.99980305  =   0.99979658
 BT2371
 BT2371                          SUPERSEDED SURVEY CONTROL
 BT2371
 BT2371  ELLIP H (12/04/92)   41.25   (m)                       GP(       ) 4 1
 BT2371  NAD 83(1986)-  31 20 17.05260(N)    085 39 04.60078(W) AD(       ) 1
 BT2371  NGVD 29 (12/04/92)   68.0    (m)          223.     (f) GPS OBS        
 BT2371
 BT2371.Superseded values are not recommended for survey control.
 BT2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2371.See file dsdata.txt to determine how the superseded data were derived.
 BT2371
 BT2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2830667855(NAD 83)
 BT2371_MARKER: DD = SURVEY DISK
 BT2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2371_SP_SET: CONCRETE POST
 BT2371_STAMPING: 23-9 1991
 BT2371_MARK LOGO: ALHD  
 BT2371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2371+STABILITY: SURFACE MOTION
 BT2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2371+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2371
 BT2371  HISTORY     - Date     Condition        Report By
 BT2371  HISTORY     - 1991     MONUMENTED       ALHD
 BT2371
 BT2371                          STATION DESCRIPTION
 BT2371
 BT2371'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2371'THE STATION IS LOCATED IN DALE COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2371'ARMY ON FORT RUCKER AT HANCHEY FIELD ARMY HELIPORT, ABOUT 2.65 MI
 BT2371'(4.26 KM) WEST-NORTHWEST OF NEWTON AND ABOUT 4.80 MI (7.72 KM)
 BT2371'NORTHEAST OF DALEVILLE.
 BT2371'TO REACH THE STATION FROM THE JUNCTION OF ALA 85 AND ALA 134 (MILE
 BT2371'POST 35.00 ON ALA 134) IN DALEVILLE, DRIVE EAST ON ALA 134 FOR 3.75
 BT2371'MI (6.03 KM) TO MILE POST 38.75 AND NEWTON GATE ROAD ON THE LEFT,
 BT2371'TURN LEFT ON NEWTON GATE ROAD AND DRIVE NORTH FOR 0.85 MI (1.37 KM)
 BT2371'TO HATCH ROAD LEFT AND RIGHT, CONTINUE NORTH ON HANCHEY FIELD ROAD FOR
 BT2371'0.50 MI (0.80 KM) TO THE STATION ON THE RIGHT.
 BT2371'THE STATION IS 74.4 FT (22.7 M) EAST OF THE CENTERLINE OF HANCHEY
 BT2371'FIELD ROAD, 82.6 FT (25.2 M) SOUTHEAST OF THE SOUTH ROPE GUARD RAIL
 BT2371'POST, 88.6 FT (27.0 M) NORTH-NORTHEAST OF THE EAST POST OF A STUDENT
 BT2371'/ VISITORS SIGN, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST, AND
 BT2371'SET FLUSH WITH THE GROUND.
 BT2371'STATION 23-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2371'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 BT2371'LT. RON WATSON
 BT2371'DEPARTMENT OF DEFENSE POLICE
 BT2371'FORT RUCKER, ALABAMA 36362
 BT2371'PHONE 205-255-3510.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1503 ***********************************************************************
 DG1503  DESIGNATION -  23 M
 DG1503  PID         -  DG1503
 DG1503  STATE/COUNTY-  AL/CLAY
 DG1503  USGS QUAD   -  MILLERVILLE (1983)
 DG1503
 DG1503                         *CURRENT SURVEY CONTROL
 DG1503  ___________________________________________________________________
 DG1503* NAD 83(1986)-  33 12 39.     (N)    085 59 23.     (W)     SCALED    
 DG1503* NAVD 88     -       311.948  (meters)    1023.45   (feet)  ADJUSTED  
 DG1503  ___________________________________________________________________
 DG1503  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG1503  DYNAMIC HT  -         311.594 (meters)    1022.29  (feet)  COMP
 DG1503  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 DG1503
 DG1503  VERT ORDER  -  SECOND    CLASS 0
 DG1503
 DG1503.The horizontal coordinates were scaled from a topographic map and have
 DG1503.an estimated accuracy of +/- 6 seconds.
 DG1503
 DG1503.The orthometric height was determined by differential leveling
 DG1503.and adjusted by the National Geodetic Survey in June 1991..
 DG1503
 DG1503.The geoid height was determined by GEOID03.
 DG1503
 DG1503.The dynamic height is computed by dividing the NAVD 88
 DG1503.geopotential number by the normal gravity value computed on the
 DG1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1503.degrees latitude (g = 980.6199 gals.).
 DG1503
 DG1503.The modeled gravity was interpolated from observed gravity values.
 DG1503
 DG1503;                    North         East    Units  Estimated Accuracy
 DG1503;SPC AL E     -   300,590.      185,420.      MT  (+/- 180 meters Scaled)
 DG1503
 DG1503                          SUPERSEDED SURVEY CONTROL
 DG1503
 DG1503  NGVD 29 (??/??/92)  311.892  (m)         1023.27   (f) ADJ UNCH    2 0
 DG1503
 DG1503.Superseded values are not recommended for survey control.
 DG1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1503.See file dsdata.txt to determine how the superseded data were derived.
 DG1503
 DG1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB941751(NAD 83)
 DG1503_MARKER: DD = SURVEY DISK
 DG1503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1503_STAMPING: 23 M 1942
 DG1503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1503+STABILITY: SURFACE MOTION
 DG1503
 DG1503  HISTORY     - Date     Condition        Report By
 DG1503  HISTORY     - 1942     MONUMENTED       USGS
 DG1503  HISTORY     - 1949     GOOD             NGS
 DG1503
 DG1503                          STATION DESCRIPTION
 DG1503
 DG1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DG1503'4.4 MI W FROM MILLERVILLE.
 DG1503'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 9 FROM THE CEMETERY
 DG1503'AT MILLERVILLE, THENCE ABOUT 0.85 MILE NORTHWEST ALONG A DIRT
 DG1503'ROAD THENCE ABOUT 3.35 MILES SOUTH AND WEST-NORTHWEST ALONG A
 DG1503'DIRT ROAD LEADING TO BULL GAP CROSSROADS BY WAY OF ROSE LINE
 DG1503'BAPTIST CHURCH, ABOUT 0.45 MILE WEST OF THE ROSE LINE BAPTIST
 DG1503'CHURCH, AT A CROSS ROAD, 68 FEET SOUTHEAST OF THE CENTER OF THE
 DG1503'INTERSECTION, 87 FEET EAST OF A POWER LINE GUY POLE, 30 FEET SOUTH
 DG1503'OF THE CENTER LINE OF THE ROAD EAST, 24 FEET SOUTH-SOUTHEAST OF THE
 DG1503'SOUTH END OF A 24-INCH PIPE CULVERT UNDER ROAD, 1 1/2 FEET EAST
 DG1503'OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET
 DG1503'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.  NOTE-- MARK
 DG1503'IS ABOUT 4.3 MILES EAST OF THE CROSSROADS AT BULL GAP, CLAY
 DG1503'COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1699 ***********************************************************************
 BU1699  DESIGNATION -  236+62.2
 BU1699  PID         -  BU1699
 BU1699  STATE/COUNTY-  AL/CLARKE
 BU1699  USGS QUAD   -  THOMASVILLE (1986)
 BU1699
 BU1699                         *CURRENT SURVEY CONTROL
 BU1699  ___________________________________________________________________
 BU1699* NAD 83(1986)-  31 58 06.     (N)    087 44 29.     (W)     SCALED    
 BU1699* NAVD 88     -       108.768  (meters)     356.85   (feet)  ADJUSTED  
 BU1699  ___________________________________________________________________
 BU1699  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BU1699  DYNAMIC HT  -         108.640 (meters)     356.43  (feet)  COMP
 BU1699  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 BU1699
 BU1699  VERT ORDER  -  SECOND    CLASS 0
 BU1699
 BU1699.The horizontal coordinates were scaled from a topographic map and have
 BU1699.an estimated accuracy of +/- 6 seconds.
 BU1699
 BU1699.The orthometric height was determined by differential leveling
 BU1699.and adjusted by the National Geodetic Survey in June 1991..
 BU1699
 BU1699.The geoid height was determined by GEOID03.
 BU1699
 BU1699.The dynamic height is computed by dividing the NAVD 88
 BU1699.geopotential number by the normal gravity value computed on the
 BU1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1699.degrees latitude (g = 980.6199 gals.).
 BU1699
 BU1699.The modeled gravity was interpolated from observed gravity values.
 BU1699
 BU1699;                    North         East    Units  Estimated Accuracy
 BU1699;SPC AL W     -   218,240.      577,180.      MT  (+/- 180 meters Scaled)
 BU1699
 BU1699                          SUPERSEDED SURVEY CONTROL
 BU1699
 BU1699  NGVD 29 (??/??/92)  108.735  (m)          356.74   (f) ADJ UNCH    2 0
 BU1699
 BU1699.Superseded values are not recommended for survey control.
 BU1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1699.See file dsdata.txt to determine how the superseded data were derived.
 BU1699
 BU1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA299371(NAD 83)
 BU1699_MARKER: B = BOLT
 BU1699_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1699_SP_SET: MARKER POST
 BU1699_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1699
 BU1699  HISTORY     - Date     Condition        Report By
 BU1699  HISTORY     - UNK      MONUMENTED       ALHD
 BU1699  HISTORY     - 1952     GOOD             NGS
 BU1699  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1699
 BU1699                          STATION DESCRIPTION
 BU1699
 BU1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BU1699'3.8 MI N FROM THOMASVILLE.
 BU1699'1.05 MILES NORTH ALONG OLD STATE HIGHWAY 13 FROM THE POST OFFICE AT
 BU1699'THOMASVILLE, THENCE ABOUT 1.95 MILE NORTH ALONG U.S. HIGHWAY 43,
 BU1699'THENCE ABOUT 0.8 MILE NORTHEAST ALONG AN OLD GRAVEL ROAD (OLD HIGHWAY
 BU1699'13), ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND
 BU1699'SOUTHEAST AND AT THE JUNCTION OF A DIM ROAD NORTHEAST, 40 FEET WEST OF
 BU1699'CENTER LINE OF ROAD AT CENTER OF JUNCTION OF DIM ROAD, 24 FEET
 BU1699'NORTHEAST OF A 16-INCH SWEET GUM TREE, ABOUT 1 FOOT ABOVE LEVEL OF
 BU1699'ROAD AND SET IN THE TOP OF A HIGHWAY R/W MARKER POST CAST 236+62.2
 BU1699'PROJECTING 10 INCHES.
 BU1699
 BU1699                          STATION RECOVERY (1973)
 BU1699
 BU1699'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1699'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0940 ***********************************************************************
 EF0940  DESIGNATION -  24
 EF0940  PID         -  EF0940
 EF0940  STATE/COUNTY-  AL/MARION
 EF0940  USGS QUAD   -  PHIL CAMPBELL (1946)
 EF0940
 EF0940                         *CURRENT SURVEY CONTROL
 EF0940  ___________________________________________________________________
 EF0940* NAD 83(1986)-  34 16 29.     (N)    087 42 01.     (W)     SCALED    
 EF0940* NAVD 88     -       245.134  (meters)     804.24   (feet)  ADJUSTED  
 EF0940  ___________________________________________________________________
 EF0940  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EF0940  DYNAMIC HT  -         244.887 (meters)     803.43  (feet)  COMP
 EF0940  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 EF0940
 EF0940  VERT ORDER  -  SECOND    CLASS 0
 EF0940
 EF0940.The horizontal coordinates were scaled from a topographic map and have
 EF0940.an estimated accuracy of +/- 6 seconds.
 EF0940
 EF0940.The orthometric height was determined by differential leveling
 EF0940.and adjusted by the National Geodetic Survey in June 1991..
 EF0940
 EF0940.The geoid height was determined by GEOID03.
 EF0940
 EF0940.The dynamic height is computed by dividing the NAVD 88
 EF0940.geopotential number by the normal gravity value computed on the
 EF0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0940.degrees latitude (g = 980.6199 gals.).
 EF0940
 EF0940.The modeled gravity was interpolated from observed gravity values.
 EF0940
 EF0940;                    North         East    Units  Estimated Accuracy
 EF0940;SPC AL W     -   474,010.      581,560.      MT  (+/- 180 meters Scaled)
 EF0940
 EF0940                          SUPERSEDED SURVEY CONTROL
 EF0940
 EF0940  NGVD 29 (??/??/92)  245.09   (m)          804.1    (f) COMPUTED    2 0
 EF0940
 EF0940.Superseded values are not recommended for survey control.
 EF0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0940.See file dsdata.txt to determine how the superseded data were derived.
 EF0940
 EF0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC355928(NAD 83)
 EF0940_MARKER: P = PIPE CAP
 EF0940_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 EF0940+WITH SETTING: INTO GROUND
 EF0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0940+STABILITY: SURFACE MOTION
 EF0940
 EF0940  HISTORY     - Date     Condition        Report By
 EF0940  HISTORY     - UNK      MONUMENTED       USGS
 EF0940  HISTORY     - 1934     GOOD             NGS
 EF0940  HISTORY     - 1950     GOOD             TVA
 EF0940
 EF0940                          STATION DESCRIPTION
 EF0940
 EF0940'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0940'IN BEAR CREEK.
 EF0940'20 FT. WEST OF THE CENTER OF THE N.A.R.R. AT THE SOUTH END OF THE
 EF0940'DEPOT AT BEAR CREEK.  NOTE-- MARK IS 2 FEET NORTH OF A WITNESS POST.
 EF0940
 EF0940                          STATION RECOVERY (1950)
 EF0940
 EF0940'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0940'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3163 ***********************************************************************
 CN3163  DESIGNATION -  24 1
 CN3163  PID         -  CN3163
 CN3163  STATE/COUNTY-  AL/DALLAS
 CN3163  USGS QUAD   -  SUMMERFIELD (1987)
 CN3163
 CN3163                         *CURRENT SURVEY CONTROL
 CN3163  ___________________________________________________________________
 CN3163* NAD 83(1992)-  32 32 53.62138(N)    087 00 23.99361(W)     ADJUSTED  
 CN3163* NAVD 88     -        72.0    (meters)     236.     (feet)  VERTCON   
 CN3163  ___________________________________________________________________
 CN3163  X           -     281,027.738 (meters)                     COMP
 CN3163  Y           -  -5,374,290.144 (meters)                     COMP
 CN3163  Z           -   3,411,856.018 (meters)                     COMP
 CN3163  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 CN3163  ELLIP HEIGHT-          43.38  (meters)          (07/29/02) GPS OBS
 CN3163  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CN3163
 CN3163  HORZ ORDER  -  FIRST
 CN3163  ELLP ORDER  -  FOURTH    CLASS I
 CN3163
 CN3163.The horizontal coordinates were established by GPS observations
 CN3163.and adjusted by the National Geodetic Survey in December 1992..
 CN3163
 CN3163.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3163.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3163
 CN3163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3163
 CN3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3163
 CN3163.The ellipsoidal height was determined by GPS observations
 CN3163.and is referenced to NAD 83.
 CN3163
 CN3163.The geoid height was determined by GEOID03.
 CN3163
 CN3163;                    North         East     Units Scale Factor Converg.
 CN3163;SPC AL W     -   282,621.433   646,334.430   MT  0.99995980   +0 15 55.5
 CN3163;UTM  16      - 3,601,205.305   499,374.240   MT  0.99960000   -0 00 12.9
 CN3163
 CN3163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3163!SPC AL W     -   0.99999319  x   0.99995980  =   0.99995299
 CN3163!UTM  16      -   0.99999319  x   0.99960000  =   0.99959319
 CN3163
 CN3163:                Primary Azimuth Mark                     Grid Az
 CN3163:SPC AL W     -  24 2                                     045 55 58.7
 CN3163:UTM  16      -  24 2                                     046 12 07.1
 CN3163
 CN3163|---------------------------------------------------------------------|
 CN3163| PID    Reference Object                     Distance      Geod. Az  |
 CN3163|                                                           dddmmss.s |
 CN3163| CN3164 24 2                                478.454 METERS 0461154.2 |
 CN3163|---------------------------------------------------------------------|
 CN3163
 CN3163                          SUPERSEDED SURVEY CONTROL
 CN3163
 CN3163  ELLIP H (12/04/92)   43.45   (m)                       GP(       ) 4 1
 CN3163  NAD 83(1986)-  32 32 53.63135(N)    087 00 23.99730(W) AD(       ) 1
 CN3163  NGVD 29 (12/04/92)   72.0    (m)          236.     (f) GPS OBS        
 CN3163
 CN3163.Superseded values are not recommended for survey control.
 CN3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3163.See file dsdata.txt to determine how the superseded data were derived.
 CN3163
 CN3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9937401205(NAD 83)
 CN3163_MARKER: DD = SURVEY DISK
 CN3163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3163_SP_SET: CONCRETE POST
 CN3163_STAMPING: 24-1 1991
 CN3163_MARK LOGO: ALHD  
 CN3163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3163+STABILITY: SURFACE MOTION
 CN3163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3163+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3163
 CN3163  HISTORY     - Date     Condition        Report By
 CN3163  HISTORY     - 1991     MONUMENTED       ALHD
 CN3163
 CN3163                          STATION DESCRIPTION
 CN3163
 CN3163'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3163'THE STATION IS LOCATED IN DALLAS COUNTY ON THE NORTHWEST RIGHT OF WAY
 CN3163'OF DALLAS COUNTY ROAD NO. 37, ABOUT 15.93 KM (9.90 MI) NORTH -
 CN3163'NORTHEAST OF SELMA AND ABOUT 18.02 KM (11.20 MI) SOUTHEAST OF MARION.
 CN3163'TO REACH THE STATION FROM THE JUNCTION OF U. S. 80, ALA 14, AND ALA 22
 CN3163'(MILE POST 25.10 ON ALA 22) IN SELMA, DRIVE NORTH ON ALA 22 8.93 KM
 CN3163'(5.55 MI) TO MILE POST 30.65 AND DALLAS COUNTY ROAD NO. 16 ON THE
 CN3163'LEFT, TURN LEFT ON DALLAS COUNTY ROAD NO. 16 AND DRIVE WESTERLY 6.28
 CN3163'KM (3.90 MI) TO A T INTERSECTION WITH DALLAS COUNTY ROAD NO. 37 LEFT
 CN3163'AND RIGHT, TURN RIGHT ON DALLAS COUNTY ROAD NO. 37 AND DRIVE
 CN3163'NORTHEAST 5.47 KM (3.40 MI) TO THE STATION ON THE LEFT.
 CN3163'THE STATION IS 1.07 M (3.51 FT) SOUTHEAST OF A SIX STRAND BARBED WIRE
 CN3163'FENCE ON SMALL TREATED WOOD POSTS, 11.49 M (37.70 FT) NORTHWEST OF
 CN3163'THE CENTERLINE OF DALLAS COUNTY ROAD NO. 37, 17.40 M (57.09 FT)
 CN3163'SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 127, 19.26 M (63.19 FT)
 CN3163'SOUTHWEST OF A 12 INCH FENCE CORNER POST AT A DRIVEWAY, 20.42 M
 CN3163'(66.99 FT) SOUTHWEST OF THE SOUTHWEST END OF A 15 INCH CONCRETE PIPE
 CN3163'UNDER A GRAVEL DRIVEWAY, AND 25.91 M (85.01 FT) SOUTHWEST OF THE
 CN3163'CENTER OF A GRAVEL DRIVEWAY, AND 3.7 FT (1.1 M) SOUTHEAST OF A
 CN3163'CARSONITE WITNESS POST.
 CN3163'STATION 24-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6921 ***********************************************************************
 AA6921  DESIGNATION -  24 11
 AA6921  PID         -  AA6921
 AA6921  STATE/COUNTY-  AL/DALLAS
 AA6921  USGS QUAD   -  BENTON (1982)
 AA6921
 AA6921                         *CURRENT SURVEY CONTROL
 AA6921  ___________________________________________________________________
 AA6921* NAD 83(1992)-  32 21 36.50461(N)    086 51 46.35145(W)     ADJUSTED  
 AA6921* NAVD 88     -        68.8    (meters)     226.     (feet)  GPS OBS   
 AA6921  ___________________________________________________________________
 AA6921  X           -     295,126.585 (meters)                     COMP
 AA6921  Y           -  -5,384,742.031 (meters)                     COMP
 AA6921  Z           -   3,394,254.155 (meters)                     COMP
 AA6921  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AA6921  ELLIP HEIGHT-          40.85  (meters)          (08/29/05) GPS OBS
 AA6921  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA6921
 AA6921  HORZ ORDER  -  A
 AA6921  ELLP ORDER  -  FOURTH    CLASS I
 AA6921
 AA6921.The horizontal coordinates were established by GPS observations
 AA6921.and adjusted by the National Geodetic Survey in August 2005..
 AA6921
 AA6921.The orthometric height was determined by GPS observations and a
 AA6921.high-resolution geoid model.
 AA6921
 AA6921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6921
 AA6921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6921
 AA6921.The ellipsoidal height was determined by GPS observations
 AA6921.and is referenced to NAD 83.
 AA6921
 AA6921.The geoid height was determined by GEOID03.
 AA6921
 AA6921;                    North         East     Units Scale Factor Converg.
 AA6921;SPC AL W     -   261,835.975   659,963.928   MT  0.99997766   +0 20 27.7
 AA6921;UTM  16      - 3,580,363.914   512,901.274   MT  0.99960205   +0 04 24.2
 AA6921
 AA6921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6921!SPC AL W     -   0.99999359  x   0.99997766  =   0.99997125
 AA6921!UTM  16      -   0.99999359  x   0.99960205  =   0.99959564
 AA6921
 AA6921:                Primary Azimuth Mark                     Grid Az
 AA6921:SPC AL W     -  24 12                                    006 43 42.4
 AA6921:UTM  16      -  24 12                                    006 59 45.9
 AA6921
 AA6921|---------------------------------------------------------------------|
 AA6921| PID    Reference Object                     Distance      Geod. Az  |
 AA6921|                                                           dddmmss.s |
 AA6921| AA6922 24 12                               APPROX. 0.6 KM 0070410.1 |
 AA6921|---------------------------------------------------------------------|
 AA6921
 AA6921                          SUPERSEDED SURVEY CONTROL
 AA6921
 AA6921  ELLIP H (07/29/02)   40.79   (m)                       GP(       ) 4 1
 AA6921  NAD 83(1992)-  32 21 36.50517(N)    086 51 46.35091(W) AD(       ) 1
 AA6921  ELLIP H (07/21/95)   40.86   (m)                       GP(       ) 3 2
 AA6921  NGVD 29 (07/21/95)   68.8    (m)          226.     (f) GPS OBS        
 AA6921
 AA6921.Superseded values are not recommended for survey control.
 AA6921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6921.See file dsdata.txt to determine how the superseded data were derived.
 AA6921
 AA6921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1290180364(NAD 83)
 AA6921_MARKER: DD = SURVEY DISK
 AA6921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6921_STAMPING: 24-11 1994
 AA6921_MARK LOGO: ALHD  
 AA6921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6921+STABILITY: SURFACE MOTION
 AA6921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6921+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AA6921
 AA6921  HISTORY     - Date     Condition        Report By
 AA6921  HISTORY     - 1994     MONUMENTED       ALHD
 AA6921  HISTORY     - 20040412 GOOD             ALHD
 AA6921  HISTORY     - 20040624 GOOD             ALDOT
 AA6921  HISTORY     - 20050629 GOOD             ALDOT
 AA6921
 AA6921                          STATION DESCRIPTION
 AA6921
 AA6921'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6921'THE STATION IS LOCATED IN DALLAS COUNTY ON THE EAST RIGHT OF WAY OF
 AA6921'COUNTY GRAVEL ROAD NO. 459, ABOUT 8.70 MI (14.00 KM) NORTHEAST OF
 AA6921'SARDIS AND ABOUT 11.85 MI (19.07 KM) EAST-SOUTHEAST OF SELMA. TO REACH
 AA6921'THE STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH (MILE
 AA6921'POST 90.45 ON U.S. 80 AND MILE POST 123.20 ON ALA 41) AT A TRAFFIC
 AA6921'LIGHT NEAR CRAIG FIELD, DRIVE EAST ON U.S. 80 FOR 9.75 MI (15.69 KM)
 AA6921'TO MILE POST 100.20 AND DALLAS COUNTY ROAD NO. 19 ON THE LEFT, TURN
 AA6921'LEFT ON DALLAS COUNTY ROAD NO. 19 AND DRIVE NORTH FOR 0.70 MI (1.13
 AA6921'KM) TO THE END OF PAVEMENT, COUNTY GRAVEL ROAD NO. 457 LEFT AND RIGHT,
 AA6921'AND COUNTY GRAVEL ROAD NO. 459 AHEAD, CONTINUE NORTH ON COUNTY GRAVEL
 AA6921'ROAD NO. 459 FOR 1.10 MI (1.77 KM) TO A Y-INTERSECTION WITH COUNTY
 AA6921'GRAVEL ROAD NO. 147 RIGHT AND COUNTY GRAVEL ROAD NO. 459 LEFT, BEAR
 AA6921'LEFT ON COUNTY GRAVEL ROAD NO. 459 AND DRIVE NORTH FOR 0.70 MI (1.13
 AA6921'KM) TO A RAILROAD GRADE CROSSING AND COUNTY GRAVEL ROAD NO. 462 LEFT
 AA6921'AND RIGHT, TURN RIGHT ON COUNTY GRAVEL ROAD NO. 462 AND DRIVE EAST FOR
 AA6921'100 FT (30.5 M) TO COUNTY GRAVEL ROAD NO. 459 ON THE LEFT, TURN LEFT
 AA6921'ON COUNTY GRAVEL ROAD NO. 459 AND DRIVE NORTH FOR 1.10 MI (1.77 KM) TO
 AA6921'THE STATION ON THE RIGHT. THE STATION IS 17.0 FT (5.2 M) EAST OF THE
 AA6921'CENTER OF COUNTY GRAVEL ROAD NO. 459, 50.0 FT (15.2 M) SOUTHEAST OF
 AA6921'TELEPHONE CABLE PEDESTAL NO. SS ACROSS THE ROAD, 50.5 FT (15.4 M)
 AA6921'SOUTHEAST OF A BURIED CABLE WARNING SIGN ACROSS THE ROAD, 90.1 FT
 AA6921'(27.5 M) NORTH OF TRANSFORMER POWER POLE NO. 70 4 1, 207.0 FT (63.1 M)
 AA6921'SOUTH OF POWER POLE NO. 70 4 2, 2.6 FT (0.8 M) WEST OF A CARSONITE
 AA6921'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 24-12 1994 MAY BE
 AA6921'USED AS AN AZIMUTH FOR THIS STATION.
 AA6921
 AA6921                          STATION RECOVERY (2004)
 AA6921
 AA6921'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA6921'RECOVERED IN GOOD CONDITION.
 AA6921
 AA6921                          STATION RECOVERY (2004)
 AA6921
 AA6921'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (RKT)
 AA6921'RECOVERED AS DESCRIBED.
 AA6921
 AA6921                          STATION RECOVERY (2005)
 AA6921
 AA6921'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA6921'MARK IS 2.0 FEET WEST OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6922 ***********************************************************************
 AA6922  DESIGNATION -  24 12
 AA6922  PID         -  AA6922
 AA6922  STATE/COUNTY-  AL/DALLAS
 AA6922  USGS QUAD   -  BENTON (1982)
 AA6922
 AA6922                         *CURRENT SURVEY CONTROL
 AA6922  ___________________________________________________________________
 AA6922* NAD 83(1992)-  32 21 55.87489(N)    086 51 43.52102(W)     ADJUSTED  
 AA6922* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 AA6922  ___________________________________________________________________
 AA6922  X           -     295,182.980 (meters)                     COMP
 AA6922  Y           -  -5,384,418.833 (meters)                     COMP
 AA6922  Z           -   3,394,758.005 (meters)                     COMP
 AA6922  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AA6922  ELLIP HEIGHT-          40.57  (meters)          (07/29/02) GPS OBS
 AA6922  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AA6922
 AA6922  HORZ ORDER  -  FIRST
 AA6922  ELLP ORDER  -  FOURTH    CLASS I
 AA6922
 AA6922.The horizontal coordinates were established by GPS observations
 AA6922.and adjusted by the National Geodetic Survey in July 1995..
 AA6922
 AA6922.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6922
 AA6922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6922
 AA6922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6922
 AA6922.The ellipsoidal height was determined by GPS observations
 AA6922.and is referenced to NAD 83.
 AA6922
 AA6922.The geoid height was determined by GEOID03.
 AA6922
 AA6922;                    North         East     Units Scale Factor Converg.
 AA6922;SPC AL W     -   262,433.067   660,034.371   MT  0.99997776   +0 20 29.4
 AA6922;UTM  16      - 3,580,960.446   512,974.477   MT  0.99960208   +0 04 25.8
 AA6922
 AA6922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6922!SPC AL W     -   0.99999363  x   0.99997776  =   0.99997139
 AA6922!UTM  16      -   0.99999363  x   0.99960208  =   0.99959571
 AA6922
 AA6922:                Primary Azimuth Mark                     Grid Az
 AA6922:SPC AL W     -  24 11                                    186 43 42.2
 AA6922:UTM  16      -  24 11                                    186 59 45.8
 AA6922
 AA6922|---------------------------------------------------------------------|
 AA6922| PID    Reference Object                     Distance      Geod. Az  |
 AA6922|                                                           dddmmss.s |
 AA6922| AA6921 24 11                               APPROX. 0.6 KM 1870411.6 |
 AA6922|---------------------------------------------------------------------|
 AA6922
 AA6922                          SUPERSEDED SURVEY CONTROL
 AA6922
 AA6922  ELLIP H (07/21/95)   40.64   (m)                       GP(       ) 3 2
 AA6922  NGVD 29 (07/21/95)   68.6    (m)          225.     (f) GPS OBS        
 AA6922
 AA6922.Superseded values are not recommended for survey control.
 AA6922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6922.See file dsdata.txt to determine how the superseded data were derived.
 AA6922
 AA6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1297480960(NAD 83)
 AA6922_MARKER: DD = SURVEY DISK
 AA6922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6922_STAMPING: 24-12 1994
 AA6922_MARK LOGO: ALHD  
 AA6922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6922+STABILITY: SURFACE MOTION
 AA6922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6922+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 AA6922
 AA6922  HISTORY     - Date     Condition        Report By
 AA6922  HISTORY     - 1994     MONUMENTED       ALHD
 AA6922  HISTORY     - 20050727 GOOD             ALDOT
 AA6922
 AA6922                          STATION DESCRIPTION
 AA6922
 AA6922'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6922'THE STATION IS LOCATED IN DALLAS COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6922'COUNTY GRAVEL ROAD NO. 459, ABOUT 9.00 MI (14.48 KM) NORTHEAST OF
 AA6922'SARDIS AND ABOUT 11.75 MI (18.91 KM) EAST-SOUTHEAST OF SELMA. TO REACH
 AA6922'THE STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH (MILE
 AA6922'POST 90.45 ON U.S. 80 AND MILE POST 123.20 ON ALA 41) AT A TRAFFIC
 AA6922'LIGHT NEAR CRAIG FIELD, DRIVE EAST ON U.S. 80 FOR 9.75 MI (15.69 KM)
 AA6922'TO MILE POST 100.20 AND DALLAS COUNTY ROAD NO. 19 ON THE LEFT, TURN
 AA6922'LEFT ON DALLAS COUNTY ROAD NO. 19 AND DRIVE NORTH FOR 0.70 MI (1.13
 AA6922'KM) TO THE END OF PAVEMENT, COUNTY GRAVEL ROAD NO. 457 LEFT AND RIGHT,
 AA6922'AND COUNTY GRAVEL ROAD NO. 459 AHEAD, CONTINUE NORTH ON COUNTY GRAVEL
 AA6922'ROAD NO. 459 FOR 1.10 MI (1.77 KM) TO A Y-INTERSECTION WITH COUNTY
 AA6922'GRAVEL ROAD NO. 147 RIGHT AND COUNTY GRAVEL ROAD NO. 459 LEFT, BEAR
 AA6922'LEFT ON COUNTY GRAVEL ROAD NO. 459 AND DRIVE NORTH FOR 0.70 MI (1.13
 AA6922'KM) TO A RAILROAD GRADE CROSSING AND COUNTY GRAVEL ROAD NO. 462 LEFT
 AA6922'AND RIGHT, TURN RIGHT ON COUNTY GRAVEL ROAD NO. 462 AND DRIVE EAST FOR
 AA6922'100 FT (30.5 M) TO COUNTY GRAVEL ROAD NO. 459 ON THE LEFT, TURN LEFT
 AA6922'ON COUNTY GRAVEL ROAD NO. 459 AND DRIVE NORTH FOR 1.45 MI (2.33 KM) TO
 AA6922'A SHARP CURVE TO THE RIGHT, BEAR RIGHT AROUND THE CURVE AND DRIVE EAST
 AA6922'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA6922'LOCATED ON TOP OF A FIVE FOOT BACKSLOPE, 21.0 FT (6.4 M) NORTH OF THE
 AA6922'CENTER OF COUNTY GRAVEL ROAD NO. 459, 131.5 FT (40.1 M) EAST OF RUSTY
 AA6922'MAIL BOX 222 K, 186.4 FT (56.8 M) EAST OF TELEPHONE CABLE PEDESTAL NO.
 AA6922'N 48, 2.3 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA6922'WITH THE GROUND. STATION 24-11 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6922'STATION.
 AA6922
 AA6922                          STATION RECOVERY (2005)
 AA6922
 AA6922'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA6922'MARK IS 1.5 FEET SOUTH FROM A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6923 ***********************************************************************
 AA6923  DESIGNATION -  24 13
 AA6923  PID         -  AA6923
 AA6923  STATE/COUNTY-  AL/DALLAS
 AA6923  USGS QUAD   -  SARDIS (1982)
 AA6923
 AA6923                         *CURRENT SURVEY CONTROL
 AA6923  ___________________________________________________________________
 AA6923* NAD 83(1992)-  32 21 49.04662(N)    086 58 07.46420(W)     ADJUSTED  
 AA6923* NAVD 88     -        36.2    (meters)     119.     (feet)  VERTCON   
 AA6923  ___________________________________________________________________
 AA6923  X           -     285,164.372 (meters)                     COMP
 AA6923  Y           -  -5,385,044.010 (meters)                     COMP
 AA6923  Z           -   3,394,562.961 (meters)                     COMP
 AA6923  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA6923  ELLIP HEIGHT-           8.10  (meters)          (07/29/02) GPS OBS
 AA6923  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AA6923
 AA6923  HORZ ORDER  -  FIRST
 AA6923  ELLP ORDER  -  FOURTH    CLASS I
 AA6923
 AA6923.The horizontal coordinates were established by GPS observations
 AA6923.and adjusted by the National Geodetic Survey in July 1995..
 AA6923
 AA6923.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6923
 AA6923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6923
 AA6923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6923
 AA6923.The ellipsoidal height was determined by GPS observations
 AA6923.and is referenced to NAD 83.
 AA6923
 AA6923.The geoid height was determined by GEOID03.
 AA6923
 AA6923;                    North         East     Units Scale Factor Converg.
 AA6923;SPC AL W     -   262,167.918   649,998.266   MT  0.99996415   +0 17 03.8
 AA6923;UTM  16      - 3,580,742.265   502,940.957   MT  0.99960011   +0 01 00.2
 AA6923
 AA6923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6923!SPC AL W     -   0.99999873  x   0.99996415  =   0.99996288
 AA6923!UTM  16      -   0.99999873  x   0.99960011  =   0.99959884
 AA6923
 AA6923                          SUPERSEDED SURVEY CONTROL
 AA6923
 AA6923  ELLIP H (07/21/95)    8.16   (m)                       GP(       ) 3 2
 AA6923  NGVD 29 (07/21/95)   36.1    (m)          118.     (f) GPS OBS        
 AA6923
 AA6923.Superseded values are not recommended for survey control.
 AA6923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6923.See file dsdata.txt to determine how the superseded data were derived.
 AA6923
 AA6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA0294180742(NAD 83)
 AA6923_MARKER: DD = SURVEY DISK
 AA6923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6923_STAMPING: 24-13 1994
 AA6923_MARK LOGO: ALHD  
 AA6923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6923+STABILITY: SURFACE MOTION
 AA6923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6923+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6923
 AA6923  HISTORY     - Date     Condition        Report By
 AA6923  HISTORY     - 1994     MONUMENTED       ALHD
 AA6923
 AA6923                          STATION DESCRIPTION
 AA6923
 AA6923'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6923'THE STATION IS LOCATED IN DALLAS COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6923'DALLAS COUNTY ROAD NO. 74, ABOUT 4.45 MI (7.16 KM) SOUTHEAST OF SELMA
 AA6923'AND ABOUT 5.30 MI (8.53 KM) NORTH-NORTHEAST OF SARDIS. TO REACH THE
 AA6923'STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH (MILE POST
 AA6923'90.45 ON U.S. 80 AND MILE POST 123.20 ON ALA 41) AT A TRAFFIC LIGHT
 AA6923'NEAR CRAIG FIELD, DRIVE EAST ON U.S. 80 FOR 0.95 MI (1.53 KM) TO MILE
 AA6923'POST 91.40 AND DALLAS COUNTY ROAD NO. 75 ON THE LEFT, TURN LEFT ON
 AA6923'DALLAS COUNTY ROAD NO. 75 AND DRIVE NORTH FOR 0.25 MI (0.40 KM) TO
 AA6923'DALLAS COUNTY ROAD NO. 56 LEFT AND RIGHT, TURN RIGHT ON DALLAS COUNTY
 AA6923'ROAD NO. 56 AND DRIVE SOUTHEAST FOR 0.20 MI (0.32 KM) TO DALLAS COUNTY
 AA6923'ROAD NO. 74 ON THE LEFT NEAR A WATER TANK, TURN LEFT ON DALLAS COUNTY
 AA6923'ROAD NO. 74 AND DRIVE EAST FOR 0.95 MI (1.53 KM) TO THE STATION ON THE
 AA6923'LEFT. THE STATION IS 2.1 FT (0.6 M) SOUTH OF A THREE STRAND BARBED
 AA6923'WIRE FENCE ON RUSTY STEEL POSTS, 38.5 FT (11.7 M) NORTH OF THE
 AA6923'CENTERLINE OF DALLAS COUNTY ROAD NO. 74, 122.8 FT (37.4 M) WEST OF THE
 AA6923'WEST POST OF A GAP IN THE FENCE LINE, 133.4 FT (40.7 M) NORTHEAST OF
 AA6923'POWER POLE NO. 69 2 19 ACROSS THE ROAD, 2.3 FT (0.7 M) SOUTH OF A
 AA6923'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 24-14
 AA6923'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6924 ***********************************************************************
 AA6924  DESIGNATION -  24 14
 AA6924  PID         -  AA6924
 AA6924  STATE/COUNTY-  AL/DALLAS
 AA6924  USGS QUAD   -  SARDIS (1982)
 AA6924
 AA6924                         *CURRENT SURVEY CONTROL
 AA6924  ___________________________________________________________________
 AA6924* NAD 83(1992)-  32 21 47.17392(N)    086 57 45.87399(W)     ADJUSTED  
 AA6924* NAVD 88     -        36.4    (meters)     119.     (feet)  VERTCON   
 AA6924  ___________________________________________________________________
 AA6924  X           -     285,729.681 (meters)                     COMP
 AA6924  Y           -  -5,385,045.135 (meters)                     COMP
 AA6924  Z           -   3,394,514.343 (meters)                     COMP
 AA6924  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AA6924  ELLIP HEIGHT-           8.30  (meters)          (07/29/02) GPS OBS
 AA6924  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AA6924
 AA6924  HORZ ORDER  -  FIRST
 AA6924  ELLP ORDER  -  FOURTH    CLASS I
 AA6924
 AA6924.The horizontal coordinates were established by GPS observations
 AA6924.and adjusted by the National Geodetic Survey in July 1995..
 AA6924
 AA6924.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6924
 AA6924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6924
 AA6924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6924
 AA6924.The ellipsoidal height was determined by GPS observations
 AA6924.and is referenced to NAD 83.
 AA6924
 AA6924.The geoid height was determined by GEOID03.
 AA6924
 AA6924;                    North         East     Units Scale Factor Converg.
 AA6924;SPC AL W     -   262,113.052   650,562.983   MT  0.99996485   +0 17 15.3
 AA6924;UTM  16      - 3,580,684.783   503,505.205   MT  0.99960015   +0 01 11.8
 AA6924
 AA6924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6924!SPC AL W     -   0.99999870  x   0.99996485  =   0.99996355
 AA6924!UTM  16      -   0.99999870  x   0.99960015  =   0.99959885
 AA6924
 AA6924                          SUPERSEDED SURVEY CONTROL
 AA6924
 AA6924  ELLIP H (07/21/95)    8.36   (m)                       GP(       ) 3 2
 AA6924  NGVD 29 (07/21/95)   36.3    (m)          119.     (f) GPS OBS        
 AA6924
 AA6924.Superseded values are not recommended for survey control.
 AA6924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6924.See file dsdata.txt to determine how the superseded data were derived.
 AA6924
 AA6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA0350580685(NAD 83)
 AA6924_MARKER: DD = SURVEY DISK
 AA6924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6924_STAMPING: 24-14 1994
 AA6924_MARK LOGO: ALHD  
 AA6924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6924+STABILITY: SURFACE MOTION
 AA6924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6924+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6924
 AA6924  HISTORY     - Date     Condition        Report By
 AA6924  HISTORY     - 1994     MONUMENTED       ALHD
 AA6924
 AA6924                          STATION DESCRIPTION
 AA6924
 AA6924'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6924'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA6924'DALLAS COUNTY ROAD NO. 74, ABOUT 4.75 MI (7.64 KM) SOUTHEAST OF SELMA
 AA6924'AND ABOUT 5.30 MI (8.53 KM) NORTH-NORTHEAST OF SARDIS. TO REACH THE
 AA6924'STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH (MILE POST
 AA6924'90.45 ON U.S. 80 AND MILE POST 123.20 ON ALA 41) AT A TRAFFIC LIGHT
 AA6924'NEAR CRAIG FIELD, DRIVE EAST ON U.S. 80 FOR 0.95 MI (1.53 KM) TO MILE
 AA6924'POST 91.40 AND DALLAS COUNTY ROAD NO. 75 ON THE LEFT, TURN LEFT ON
 AA6924'DALLAS COUNTY ROAD NO. 75 AND DRIVE NORTH FOR 0.25 MI (0.40 KM) TO
 AA6924'DALLAS COUNTY ROAD NO. 56 LEFT AND RIGHT, TURN RIGHT ON DALLAS COUNTY
 AA6924'ROAD NO. 56 AND DRIVE SOUTHEAST FOR 0.20 MI (0.32 KM) TO DALLAS COUNTY
 AA6924'ROAD NO. 74 ON THE LEFT NEAR A WATER TANK, TURN LEFT ON DALLAS COUNTY
 AA6924'ROAD NO. 74 AND DRIVE EAST FOR 1.30 MI (2.09 KM) TO THE STATION ON THE
 AA6924'RIGHT. THE STATION IS 2.9 FT (0.9 M) NORTH OF A FIVE STRAND BARBED
 AA6924'WIRE FENCE ON CEDAR POSTS, 16.9 FT (5.2 M) WEST OF THE WEST POST OF A
 AA6924'DOUBLE RED PIPE GATE, 31.0 FT (9.4 M) WEST OF THE CENTER OF A FIELD
 AA6924'ROAD, 39.0 FT (11.9 M) SOUTH OF THE CENTERLINE OF DALLAS COUNTY ROAD
 AA6924'NO. 74, 69.2 FT (21.1 M) WEST-SOUTHWEST OF THE SOUTH END OF AN
 AA6924'EIGHTEEN-INCH CORREGATED METAL PIPE UNDER DALLAS COUNTY ROAD NO. 74,
 AA6924'110.0 FT (33.5 M) WEST OF POWER POLE NO. 69 3 12, 110.0 FT (33.5 M)
 AA6924'WEST OF A FENCE JUNCTION, 110.2 FT (33.6 M) WEST OF TELEPHONE CABLE
 AA6924'PEDESTAL NO. P 22, 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST,
 AA6924'AND SET FLUSH WITH THE GROUND. STATION 24-13 1994 MAY BE USED AS AN
 AA6924'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6925 ***********************************************************************
 AA6925  DESIGNATION -  24 15
 AA6925  PID         -  AA6925
 AA6925  STATE/COUNTY-  AL/DALLAS
 AA6925  USGS QUAD   -  SARDIS (1982)
 AA6925
 AA6925                         *CURRENT SURVEY CONTROL
 AA6925  ___________________________________________________________________
 AA6925* NAD 83(1992)-  32 16 51.08290(N)    086 57 31.82772(W)     ADJUSTED  
 AA6925* NAVD 88     -        73.9    (meters)     242.     (feet)  VERTCON   
 AA6925  ___________________________________________________________________
 AA6925  X           -     286,356.808 (meters)                     COMP
 AA6925  Y           -  -5,389,927.311 (meters)                     COMP
 AA6925  Z           -   3,386,827.078 (meters)                     COMP
 AA6925  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AA6925  ELLIP HEIGHT-          46.11  (meters)          (07/29/02) GPS OBS
 AA6925  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AA6925
 AA6925  HORZ ORDER  -  FIRST
 AA6925  ELLP ORDER  -  FOURTH    CLASS I
 AA6925
 AA6925.The horizontal coordinates were established by GPS observations
 AA6925.and adjusted by the National Geodetic Survey in July 1995..
 AA6925
 AA6925.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6925
 AA6925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6925
 AA6925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6925
 AA6925.The ellipsoidal height was determined by GPS observations
 AA6925.and is referenced to NAD 83.
 AA6925
 AA6925.The geoid height was determined by GEOID03.
 AA6925
 AA6925;                    North         East     Units Scale Factor Converg.
 AA6925;SPC AL W     -   252,994.706   650,976.251   MT  0.99996537   +0 17 20.5
 AA6925;UTM  16      - 3,571,567.936   503,875.787   MT  0.99960019   +0 01 19.1
 AA6925
 AA6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6925!SPC AL W     -   0.99999276  x   0.99996537  =   0.99995813
 AA6925!UTM  16      -   0.99999276  x   0.99960019  =   0.99959295
 AA6925
 AA6925:                Primary Azimuth Mark                     Grid Az
 AA6925:SPC AL W     -  24 16                                    122 40 19.7
 AA6925:UTM  16      -  24 16                                    122 56 21.1
 AA6925
 AA6925|---------------------------------------------------------------------|
 AA6925| PID    Reference Object                     Distance      Geod. Az  |
 AA6925|                                                           dddmmss.s |
 AA6925| AA6926 24 16                               APPROX. 0.5 KM 1225740.2 |
 AA6925|---------------------------------------------------------------------|
 AA6925
 AA6925                          SUPERSEDED SURVEY CONTROL
 AA6925
 AA6925  ELLIP H (07/21/95)   46.19   (m)                       GP(       ) 3 2
 AA6925  NGVD 29 (07/21/95)   73.9    (m)          242.     (f) GPS OBS        
 AA6925
 AA6925.Superseded values are not recommended for survey control.
 AA6925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6925.See file dsdata.txt to determine how the superseded data were derived.
 AA6925
 AA6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA0387671568(NAD 83)
 AA6925_MARKER: DD = SURVEY DISK
 AA6925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6925_STAMPING: 24-15 1994
 AA6925_MARK LOGO: ALHD  
 AA6925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6925+STABILITY: SURFACE MOTION
 AA6925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6925+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6925
 AA6925  HISTORY     - Date     Condition        Report By
 AA6925  HISTORY     - 1994     MONUMENTED       ALHD
 AA6925
 AA6925                          STATION DESCRIPTION
 AA6925
 AA6925'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6925'THE STATION IS LOCATED IN DALLAS COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6925'DALLAS COUNTY ROAD NO. 30, ABOUT 1.70 MI (2.74 KM) EAST-SOUTHEAST OF
 AA6925'SARDIS AND ABOUT 9.60 MI (15.45 KM) SOUTH-SOUTHEAST OF SELMA. TO REACH
 AA6925'THE STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH (MILE
 AA6925'POST 123.20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) AT A TRAFFIC
 AA6925'LIGHT NEAR CRAIG FIELD, DRIVE SOUTH ON ALA 41 FOR 5.80 MI (9.33 KM) TO
 AA6925'MILE POST 117.40 AND DALLAS COUNTY ROAD NO. 30 LEFT AND RIGHT AT A
 AA6925'CAUTION LIGHT AT SARDIS, TURN LEFT ON DALLAS COUNTY ROAD NO. 30 AND
 AA6925'DRIVE SOUTHEAST FOR 1.75 MI (2.82 KM) TO THE STATION ON THE LEFT. THE
 AA6925'STATION IS 29.6 FT (9.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF DALLAS
 AA6925'COUNTY ROAD NO. 30, 124.6 FT (38.0 M) WEST-NORTHWEST OF POWER POLE NO.
 AA6925'13 7, 7.0 FT (2.1 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA6925'FLUSH WITH THE GROUND. STATION 24-16 1994 MAY BE USED AS AN AZIMUTH
 AA6925'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6926 ***********************************************************************
 AA6926  DESIGNATION -  24 16
 AA6926  PID         -  AA6926
 AA6926  STATE/COUNTY-  AL/DALLAS
 AA6926  USGS QUAD   -  SARDIS (1982)
 AA6926
 AA6926                         *CURRENT SURVEY CONTROL
 AA6926  ___________________________________________________________________
 AA6926* NAD 83(1992)-  32 16 41.81781(N)    086 57 15.00950(W)     ADJUSTED  
 AA6926* NAVD 88     -        76.9    (meters)     252.     (feet)  VERTCON   
 AA6926  ___________________________________________________________________
 AA6926  X           -     286,804.516 (meters)                     COMP
 AA6926  Y           -  -5,390,058.636 (meters)                     COMP
 AA6926  Z           -   3,386,587.364 (meters)                     COMP
 AA6926  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AA6926  ELLIP HEIGHT-          49.06  (meters)          (07/29/02) GPS OBS
 AA6926  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AA6926
 AA6926  HORZ ORDER  -  FIRST
 AA6926  ELLP ORDER  -  FOURTH    CLASS I
 AA6926
 AA6926.The horizontal coordinates were established by GPS observations
 AA6926.and adjusted by the National Geodetic Survey in July 1995..
 AA6926
 AA6926.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6926
 AA6926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6926
 AA6926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6926
 AA6926.The ellipsoidal height was determined by GPS observations
 AA6926.and is referenced to NAD 83.
 AA6926
 AA6926.The geoid height was determined by GEOID03.
 AA6926
 AA6926;                    North         East     Units Scale Factor Converg.
 AA6926;SPC AL W     -   252,711.554   651,417.778   MT  0.99996592   +0 17 29.4
 AA6926;UTM  16      - 3,571,282.834   504,315.828   MT  0.99960023   +0 01 28.1
 AA6926
 AA6926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6926!SPC AL W     -   0.99999230  x   0.99996592  =   0.99995822
 AA6926!UTM  16      -   0.99999230  x   0.99960023  =   0.99959253
 AA6926
 AA6926:                Primary Azimuth Mark                     Grid Az
 AA6926:SPC AL W     -  24 15                                    302 40 19.8
 AA6926:UTM  16      -  24 15                                    302 56 21.1
 AA6926
 AA6926|---------------------------------------------------------------------|
 AA6926| PID    Reference Object                     Distance      Geod. Az  |
 AA6926|                                                           dddmmss.s |
 AA6926| AA6925 24 15                               APPROX. 0.5 KM 3025749.2 |
 AA6926|---------------------------------------------------------------------|
 AA6926
 AA6926                          SUPERSEDED SURVEY CONTROL
 AA6926
 AA6926  ELLIP H (07/21/95)   49.13   (m)                       GP(       ) 3 2
 AA6926  NGVD 29 (07/21/95)   76.8    (m)          252.     (f) GPS OBS        
 AA6926
 AA6926.Superseded values are not recommended for survey control.
 AA6926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6926.See file dsdata.txt to determine how the superseded data were derived.
 AA6926
 AA6926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA0431671283(NAD 83)
 AA6926_MARKER: DD = SURVEY DISK
 AA6926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6926_STAMPING: 24-16 1994
 AA6926_MARK LOGO: ALHD  
 AA6926_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6926+STABILITY: SURFACE MOTION
 AA6926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6926+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6926
 AA6926  HISTORY     - Date     Condition        Report By
 AA6926  HISTORY     - 1994     MONUMENTED       ALHD
 AA6926
 AA6926                          STATION DESCRIPTION
 AA6926
 AA6926'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6926'THE STATION IS LOCATED IN DALLAS COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6926'DALLAS COUNTY ROAD NO. 30, ABOUT 2.05 MI (3.30 KM) EAST-SOUTHEAST OF
 AA6926'SARDIS AND ABOUT 9.85 MI (15.85 KM) SOUTH-SOUTHEAST OF SELMA. TO REACH
 AA6926'THE STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH (MILE
 AA6926'POST 123.20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) AT A TRAFFIC
 AA6926'LIGHT NEAR CRAIG FIELD, DRIVE SOUTH ON ALA 41 FOR 5.80 MI (9.33 KM) TO
 AA6926'MILE POST 117.40 AND DALLAS COUNTY ROAD NO. 30 LEFT AND RIGHT AT A
 AA6926'CAUTION LIGHT AT SARDIS, TURN LEFT ON DALLAS COUNTY ROAD NO. 30 AND
 AA6926'DRIVE SOUTHEAST FOR 2.05 MI (3.30 KM) TO THE STATION ON THE LEFT. THE
 AA6926'STATION IS 30.5 FT (9.3 M) NORTH  ORTHEAST OF THE CENTERLINE OF DALLAS
 AA6926'COUNTY ROAD NO. 30, 98.9 FT (30.1 M) WEST-NORTHWEST OF POWER POLE NO.
 AA6926'13 11 WITH ONE GUY WIRE, 100.4 FT (30.6 M) NORTH-NORTHWEST OF
 AA6926'TELEPHONE CABLE PEDESTAL NO. E 34 ACROSS THE ROAD, 100.8 FT (30.7 M)
 AA6926'NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. REP 11 ACROSS THE
 AA6926'ROAD, 101.1 FT (30.8 M) NORTH-NORTHWEST OF A BURIED CABLE WARNING SIGN
 AA6926'ACROSS THE ROAD, 6.9 FT (2.1 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS
 AA6926'POST, AND SET FLUSH WITH THE GROUND. STATION 24-15 1994 MAY BE USED AS
 AA6926'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6927 ***********************************************************************
 AA6927  DESIGNATION -  24 17
 AA6927  PID         -  AA6927
 AA6927  STATE/COUNTY-  AL/DALLAS
 AA6927  USGS QUAD   -  MINTER (1987)
 AA6927
 AA6927                         *CURRENT SURVEY CONTROL
 AA6927  ___________________________________________________________________
 AA6927* NAD 83(1992)-  32 06 15.22846(N)    086 57 40.86388(W)     ADJUSTED  
 AA6927* NAVD 88     -        49.3    (meters)     162.     (feet)  VERTCON   
 AA6927  ___________________________________________________________________
 AA6927  X           -     286,672.741 (meters)                     COMP
 AA6927  Y           -  -5,400,339.523 (meters)                     COMP
 AA6927  Z           -   3,370,239.060 (meters)                     COMP
 AA6927  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AA6927  ELLIP HEIGHT-          21.82  (meters)          (07/29/02) GPS OBS
 AA6927  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA6927
 AA6927  HORZ ORDER  -  FIRST
 AA6927  ELLP ORDER  -  FOURTH    CLASS I
 AA6927
 AA6927.The horizontal coordinates were established by GPS observations
 AA6927.and adjusted by the National Geodetic Survey in July 1995..
 AA6927
 AA6927.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6927
 AA6927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6927
 AA6927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6927
 AA6927.The ellipsoidal height was determined by GPS observations
 AA6927.and is referenced to NAD 83.
 AA6927
 AA6927.The geoid height was determined by GEOID03.
 AA6927
 AA6927;                    North         East     Units Scale Factor Converg.
 AA6927;SPC AL W     -   233,408.329   650,837.905   MT  0.99996519   +0 17 10.6
 AA6927;UTM  16      - 3,551,989.565   503,646.462   MT  0.99960016   +0 01 13.9
 AA6927
 AA6927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6927!SPC AL W     -   0.99999657  x   0.99996519  =   0.99996176
 AA6927!UTM  16      -   0.99999657  x   0.99960016  =   0.99959674
 AA6927
 AA6927                          SUPERSEDED SURVEY CONTROL
 AA6927
 AA6927  ELLIP H (07/21/95)   21.91   (m)                       GP(       ) 3 2
 AA6927  NGVD 29 (07/21/95)   49.3    (m)          162.     (f) GPS OBS        
 AA6927
 AA6927.Superseded values are not recommended for survey control.
 AA6927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6927.See file dsdata.txt to determine how the superseded data were derived.
 AA6927
 AA6927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA0364651990(NAD 83)
 AA6927_MARKER: DD = SURVEY DISK
 AA6927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6927_STAMPING: 24-17 1994
 AA6927_MARK LOGO: ALHD  
 AA6927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6927+STABILITY: SURFACE MOTION
 AA6927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6927+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6927
 AA6927  HISTORY     - Date     Condition        Report By
 AA6927  HISTORY     - 1994     MONUMENTED       ALHD
 AA6927
 AA6927                          STATION DESCRIPTION
 AA6927
 AA6927'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6927'THE STATION IS LOCATED IN DALLAS COUNTY ON THE WEST RIGHT OF WAY OF
 AA6927'DALLAS COUNTY ROAD NO. 85, ABOUT 4.35 MI (7.00 KM) EAST-NORTHEAST OF
 AA6927'CARLOWVILLE AND ABOUT 12.65 MI (20.36 KM) SOUTH OF SARDIS. TO REACH
 AA6927'THE STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH (MILE
 AA6927'POST 123,20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) AT A TRAFFIC
 AA6927'LIGHT NEAR CRAIG FIELD, DRIVE SOUTH ON ALA 41 FOR 9.70 MI (15.61 KM)
 AA6927'TO MILE POST 113.50 AND DALLAS COUNTY ROAD NO. 85 ON THE LEFT, TURN
 AA6927'LEFT ON DALLAS COUNTY ROAD NO. 85 AND DRIVE SOUTHEAST AND SOUTH FOR
 AA6927'10.10 MI (16.25 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.3 FT
 AA6927'(1.0 M) EAST OF A FIVE STRAND BARBED WIRE FENCE ON BLACK LOCUST POSTS,
 AA6927'13.8 FT (4.2 M) NORTH-NORTHEAST OF A CROSS TIE POST IN THE FENCE LINE,
 AA6927'40.0 FT (12.2 M) WEST OF THE CENTERLINE OF DALLAS COUNTY ROAD NO. 85,
 AA6927'59.9 FT (18.3 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 104, 60.1 FT
 AA6927'(18.3 M) SOUTH OF A BURIED CABLE WARNING SIGN, 81.6 FT (24.9 M) SOUTH
 AA6927'0F THE SOUTH END OF A FIFTEEN-INCH CONCRETE PIPE UNDER A FIELD ROAD,
 AA6927'82.9 FT (25.3 M) SOUTH OF THE NORTHEAST CROSS TIE FENCE CORNER POST,
 AA6927'94.0 FT (28.7 M) SOUTH OF THE CENTER OF A FIELD ROAD, 3.0 FT (0.9 M)
 AA6927'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH THE GROUND. STATION
 AA6927'24-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6928 ***********************************************************************
 AA6928  DESIGNATION -  24 18
 AA6928  PID         -  AA6928
 AA6928  STATE/COUNTY-  AL/DALLAS
 AA6928  USGS QUAD   -  MINTER (1987)
 AA6928
 AA6928                         *CURRENT SURVEY CONTROL
 AA6928  ___________________________________________________________________
 AA6928* NAD 83(1992)-  32 06 40.59401(N)    086 57 40.79967(W)     ADJUSTED  
 AA6928* NAVD 88     -        41.0    (meters)     135.     (feet)  VERTCON   
 AA6928  ___________________________________________________________________
 AA6928  X           -     286,652.033 (meters)                     COMP
 AA6928  Y           -  -5,399,917.672 (meters)                     COMP
 AA6928  Z           -   3,370,896.441 (meters)                     COMP
 AA6928  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AA6928  ELLIP HEIGHT-          13.47  (meters)          (07/29/02) GPS OBS
 AA6928  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA6928
 AA6928  HORZ ORDER  -  FIRST
 AA6928  ELLP ORDER  -  FOURTH    CLASS I
 AA6928
 AA6928.The horizontal coordinates were established by GPS observations
 AA6928.and adjusted by the National Geodetic Survey in July 1995..
 AA6928
 AA6928.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6928
 AA6928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6928
 AA6928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6928
 AA6928.The ellipsoidal height was determined by GPS observations
 AA6928.and is referenced to NAD 83.
 AA6928
 AA6928.The geoid height was determined by GEOID03.
 AA6928
 AA6928;                    North         East     Units Scale Factor Converg.
 AA6928;SPC AL W     -   234,189.621   650,835.684   MT  0.99996519   +0 17 10.8
 AA6928;UTM  16      - 3,552,770.574   503,647.864   MT  0.99960016   +0 01 14.0
 AA6928
 AA6928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6928!SPC AL W     -   0.99999788  x   0.99996519  =   0.99996308
 AA6928!UTM  16      -   0.99999788  x   0.99960016  =   0.99959805
 AA6928
 AA6928                          SUPERSEDED SURVEY CONTROL
 AA6928
 AA6928  ELLIP H (07/21/95)   13.56   (m)                       GP(       ) 3 2
 AA6928  NGVD 29 (07/21/95)   40.9    (m)          134.     (f) GPS OBS        
 AA6928
 AA6928.Superseded values are not recommended for survey control.
 AA6928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6928.See file dsdata.txt to determine how the superseded data were derived.
 AA6928
 AA6928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA0364852771(NAD 83)
 AA6928_MARKER: DD = SURVEY DISK
 AA6928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6928_STAMPING: 24-18 1994
 AA6928_MARK LOGO: ALHD  
 AA6928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6928+STABILITY: SURFACE MOTION
 AA6928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6928+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6928
 AA6928  HISTORY     - Date     Condition        Report By
 AA6928  HISTORY     - 1994     MONUMENTED       ALHD
 AA6928
 AA6928                          STATION DESCRIPTION
 AA6928
 AA6928'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6928'THE STATION IS LOCATED IN DALLAS COUNTY ON THE WEST RIGHT OF WAY OF
 AA6928'DALLAS COUNTY ROAD NO. 85, ABOUT 4.50 MI (7.24 KM) EAST-NORTHEAST OF
 AA6928'CARLOWVILLE AND ABOUT 12.20 MI (19.63 KM) SOUTH OF SARDIS. TO REACH
 AA6928'THE STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH (MILE
 AA6928'POST 123,20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) AT A TRAFFIC
 AA6928'LIGHT NEAR CRAIG FIELD, DRIVE SOUTH ON ALA 41 FOR 9.70 MI (15.61 KM)
 AA6928'TO MILE POST 113.50 AND DALLAS COUNTY ROAD NO. 85 ON THE LEFT, TURN
 AA6928'LEFT ON DALLAS COUNTY ROAD NO. 85 AND DRIVE SOUTHEAST AND SOUTH FOR
 AA6928'9.65 MI (15.53 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.2 FT
 AA6928'(1.0 M) EAST OF A NINE STRAND BARBED WIRE FENCE ON BLACK LOCUST POSTS,
 AA6928'8.3 FT (2.5 M) NORTH-NORTHEAST OF POST NO. 23 WITH REPEATER SLC 4 R,
 AA6928'10.3 FT (3.1 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 95,
 AA6928'10.6 FT (3.2 M) NORTH-NORTHEAST OF A BURIED CABLE WARNING SIGN, 37.5
 AA6928'FT (11.4 M) WEST OF THE CENTERLINE OF DALLAS COUNTY ROAD NO. 85, 142.7
 AA6928'FT (43.5 M) SOUTH OF POWER POLE NO. 3 10, 3.1 FT (0.9 M) EAST OF A
 AA6928'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 24-17
 AA6928'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6929 ***********************************************************************
 AA6929  DESIGNATION -  24 19
 AA6929  PID         -  AA6929
 AA6929  STATE/COUNTY-  AL/DALLAS
 AA6929  USGS QUAD   -  ELM BLUFF (1987)
 AA6929
 AA6929                         *CURRENT SURVEY CONTROL
 AA6929  ___________________________________________________________________
 AA6929* NAD 83(1992)-  32 09 15.50081(N)    087 04 16.15572(W)     ADJUSTED  
 AA6929* NAVD 88     -       109.3    (meters)     359.     (feet)  VERTCON   
 AA6929  ___________________________________________________________________
 AA6929  X           -     276,174.552 (meters)                     COMP
 AA6929  Y           -  -5,397,980.355 (meters)                     COMP
 AA6929  Z           -   3,374,973.408 (meters)                     COMP
 AA6929  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AA6929  ELLIP HEIGHT-          81.77  (meters)          (07/29/02) GPS OBS
 AA6929  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA6929
 AA6929  HORZ ORDER  -  FIRST
 AA6929  ELLP ORDER  -  FOURTH    CLASS I
 AA6929
 AA6929.The horizontal coordinates were established by GPS observations
 AA6929.and adjusted by the National Geodetic Survey in July 1995..
 AA6929
 AA6929.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6929
 AA6929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6929
 AA6929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6929
 AA6929.The ellipsoidal height was determined by GPS observations
 AA6929.and is referenced to NAD 83.
 AA6929
 AA6929.The geoid height was determined by GEOID03.
 AA6929
 AA6929;                    North         East     Units Scale Factor Converg.
 AA6929;SPC AL W     -   238,914.367   640,452.427   MT  0.99995351   +0 13 41.6
 AA6929;UTM  16      - 3,557,541.750   493,290.369   MT  0.99960056   -0 02 16.3
 AA6929
 AA6929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6929!SPC AL W     -   0.99998716  x   0.99995351  =   0.99994067
 AA6929!UTM  16      -   0.99998716  x   0.99960056  =   0.99958773
 AA6929
 AA6929:                Primary Azimuth Mark                     Grid Az
 AA6929:SPC AL W     -  24 20                                    049 07 38.6
 AA6929:UTM  16      -  24 20                                    049 23 36.5
 AA6929
 AA6929|---------------------------------------------------------------------|
 AA6929| PID    Reference Object                     Distance      Geod. Az  |
 AA6929|                                                           dddmmss.s |
 AA6929| AA6930 24 20                               480.309 METERS 0492120.2 |
 AA6929|---------------------------------------------------------------------|
 AA6929
 AA6929                          SUPERSEDED SURVEY CONTROL
 AA6929
 AA6929  ELLIP H (07/21/95)   81.86   (m)                       GP(       ) 3 2
 AA6929  NGVD 29 (07/21/95)  109.3    (m)          359.     (f) GPS OBS        
 AA6929
 AA6929.Superseded values are not recommended for survey control.
 AA6929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6929.See file dsdata.txt to determine how the superseded data were derived.
 AA6929
 AA6929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA9329057542(NAD 83)
 AA6929_MARKER: DD = SURVEY DISK
 AA6929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6929_STAMPING: 24-19 1994
 AA6929_MARK LOGO: ALHD  
 AA6929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6929+STABILITY: SURFACE MOTION
 AA6929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6929+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6929
 AA6929  HISTORY     - Date     Condition        Report By
 AA6929  HISTORY     - 1994     MONUMENTED       ALHD
 AA6929
 AA6929                          STATION DESCRIPTION
 AA6929
 AA6929'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6929'THE STATION IS LOCATED IN DALLAS COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA6929'OF ALA 41, ABOUT 5.10 MI (8.21 KM) NORTH-NORTHWEST OF CARLOWVILLE AND
 AA6929'ABOUT 14.50 MI (23.33 KM) SOUTHEAST OF ORRVILLE. TO REACH THE STATION
 AA6929'FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH (MILE POST 123.20
 AA6929'ON ALA 41 AND MILE POST 90.45 ON U.S. 80) AT A TRAFFIC LIGHT NEAR
 AA6929'CRAIG FIELD, DRIVE SOUTH AND SOUTHWEST ON ALA 41 FOR 16.85 MI (27.12
 AA6929'KM) TO MILE POST 106.35 AND THE STATION ON THE RIGHT. THE STATION IS
 AA6929'3.0 FT (0.9 M) SOUTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON WOOD
 AA6929'POSTS, 46.5 FT (14.2 M) NORTHWEST OF THE CENTERLINE OF ALA 41, 190.4
 AA6929'FT (58.0 M) NORTH-NORTHEAST OF A GRAPHIC SIDE ROAD RIGHT SIGN, 3.1 FT
 AA6929'(0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA6929'GROUND. STATION 24-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3164 ***********************************************************************
 CN3164  DESIGNATION -  24 2
 CN3164  PID         -  CN3164
 CN3164  STATE/COUNTY-  AL/DALLAS
 CN3164  USGS QUAD   -  SUMMERFIELD (1987)
 CN3164
 CN3164                         *CURRENT SURVEY CONTROL
 CN3164  ___________________________________________________________________
 CN3164* NAD 83(1992)-  32 33 04.37180(N)    087 00 10.75783(W)     ADJUSTED  
 CN3164* NAVD 88     -        73.7    (meters)     242.     (feet)  VERTCON   
 CN3164  ___________________________________________________________________
 CN3164  X           -     281,363.357 (meters)                     COMP
 CN3164  Y           -  -5,374,095.564 (meters)                     COMP
 CN3164  Z           -   3,412,136.057 (meters)                     COMP
 CN3164  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 CN3164  ELLIP HEIGHT-          45.04  (meters)          (07/29/02) GPS OBS
 CN3164  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CN3164
 CN3164  HORZ ORDER  -  FIRST
 CN3164  ELLP ORDER  -  FOURTH    CLASS I
 CN3164
 CN3164.The horizontal coordinates were established by GPS observations
 CN3164.and adjusted by the National Geodetic Survey in December 1992..
 CN3164
 CN3164.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3164.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3164
 CN3164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3164
 CN3164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3164
 CN3164.The ellipsoidal height was determined by GPS observations
 CN3164.and is referenced to NAD 83.
 CN3164
 CN3164.The geoid height was determined by GEOID03.
 CN3164
 CN3164;                    North         East     Units Scale Factor Converg.
 CN3164;SPC AL W     -   282,954.184   646,678.198   MT  0.99996019   +0 16 02.7
 CN3164;UTM  16      - 3,601,536.319   499,719.442   MT  0.99960000   -0 00 05.8
 CN3164
 CN3164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3164!SPC AL W     -   0.99999293  x   0.99996019  =   0.99995312
 CN3164!UTM  16      -   0.99999293  x   0.99960000  =   0.99959293
 CN3164
 CN3164:                Primary Azimuth Mark                     Grid Az
 CN3164:SPC AL W     -  24 1                                     225 55 58.6
 CN3164:UTM  16      -  24 1                                     226 12 07.1
 CN3164
 CN3164|---------------------------------------------------------------------|
 CN3164| PID    Reference Object                     Distance      Geod. Az  |
 CN3164|                                                           dddmmss.s |
 CN3164| CN3163 24 1                                478.454 METERS 2261201.3 |
 CN3164|---------------------------------------------------------------------|
 CN3164
 CN3164                          SUPERSEDED SURVEY CONTROL
 CN3164
 CN3164  ELLIP H (12/04/92)   45.11   (m)                       GP(       ) 4 1
 CN3164  NAD 83(1986)-  32 33 04.38177(N)    087 00 10.76152(W) AD(       ) 1
 CN3164  NGVD 29 (12/04/92)   73.7    (m)          242.     (f) GPS OBS        
 CN3164
 CN3164.Superseded values are not recommended for survey control.
 CN3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3164.See file dsdata.txt to determine how the superseded data were derived.
 CN3164
 CN3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9971901536(NAD 83)
 CN3164_MARKER: DD = SURVEY DISK
 CN3164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3164_SP_SET: CONCRETE POST
 CN3164_STAMPING: 24-2 1991
 CN3164_MARK LOGO: ALHD  
 CN3164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3164+STABILITY: SURFACE MOTION
 CN3164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3164+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3164
 CN3164  HISTORY     - Date     Condition        Report By
 CN3164  HISTORY     - 1991     MONUMENTED       ALHD
 CN3164
 CN3164                          STATION DESCRIPTION
 CN3164
 CN3164'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3164'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CN3164'OF DALLAS COUNTY ROAD NO. 37, ABOUT 16.25 KM (10.10 MI) NORTH -
 CN3164'NORTHEAST OF SELMA AND ABOUT 18.35 KM (11.40 MI) SOUTHEAST OF MARION.
 CN3164'TO REACH THE STATION FROM THE JUNCTION OF U. S. 80, ALA 14, AND ALA 22
 CN3164'(MILE POST 25.10 ON ALA 22) IN SELMA, DRIVE NORTH ON ALA 22 8.93 KM
 CN3164'(5.55 MI) TO MILE POST 30.65 AND DALLAS COUNTY ROAD NO. 16 ON THE
 CN3164'LEFT, TURN LEFT ON DALLAS COUNTY ROAD NO. 16 AND DRIVE WESTERLY 6.28
 CN3164'KM (3.90 MI) TO A T INTERSECTION WITH DALLAS COUNTY ROAD NO. 37 LEFT
 CN3164'AND RIGHT, TURN RIGHT ON DALLAS COUNTY ROAD NO. 37 AND DRIVE
 CN3164'NORTHEAST 5.95 KM (3.70 MI) TO THE STATION ON THE RIGHT.
 CN3164'THE STATION IS 0.94 M (3.08 FT) NORTHWEST OF A THREE STRAND BARBED
 CN3164'WIRE FENCE ON SMALL TREATED WOOD POSTS, 2.44 M (8.01 FT) SOUTHEAST OF
 CN3164'THE CREST OF A FOUR FOOT BACKSLOPE, 3.54 M (11.61 FT) SOUTHEAST OF
 CN3164'THE CENTERLINE OF DALLAS COUNTY ROAD NO. 37, AND 37.49 M (123.00 FT)
 CN3164'SOUTHWEST OF A POWER POLE, AND 3.3 FT (1.0 M) NORTHWEST OF A CARSONITE
 CN3164'WITNESS POST.
 CN3164'STATION 24-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6930 ***********************************************************************
 AA6930  DESIGNATION -  24 20
 AA6930  PID         -  AA6930
 AA6930  STATE/COUNTY-  AL/DALLAS
 AA6930  USGS QUAD   -  ELM BLUFF (1987)
 AA6930
 AA6930                         *CURRENT SURVEY CONTROL
 AA6930  ___________________________________________________________________
 AA6930* NAD 83(1992)-  32 09 25.65736(N)    087 04 02.24741(W)     ADJUSTED  
 AA6930* NAVD 88     -       108.1    (meters)     355.     (feet)  VERTCON   
 AA6930  ___________________________________________________________________
 AA6930  X           -     276,529.962 (meters)                     COMP
 AA6930  Y           -  -5,397,794.391 (meters)                     COMP
 AA6930  Z           -   3,375,237.616 (meters)                     COMP
 AA6930  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AA6930  ELLIP HEIGHT-          80.54  (meters)          (07/29/02) GPS OBS
 AA6930  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA6930
 AA6930  HORZ ORDER  -  FIRST
 AA6930  ELLP ORDER  -  FOURTH    CLASS I
 AA6930
 AA6930.The horizontal coordinates were established by GPS observations
 AA6930.and adjusted by the National Geodetic Survey in July 1995..
 AA6930
 AA6930.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6930
 AA6930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6930
 AA6930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6930
 AA6930.The ellipsoidal height was determined by GPS observations
 AA6930.and is referenced to NAD 83.
 AA6930
 AA6930.The geoid height was determined by GEOID03.
 AA6930
 AA6930;                    North         East     Units Scale Factor Converg.
 AA6930;SPC AL W     -   239,228.657   640,815.603   MT  0.99995387   +0 13 49.1
 AA6930;UTM  16      - 3,557,854.240   493,654.873   MT  0.99960050   -0 02 08.9
 AA6930
 AA6930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6930!SPC AL W     -   0.99998735  x   0.99995387  =   0.99994122
 AA6930!UTM  16      -   0.99998735  x   0.99960050  =   0.99958786
 AA6930
 AA6930:                Primary Azimuth Mark                     Grid Az
 AA6930:SPC AL W     -  24 19                                    229 07 38.5
 AA6930:UTM  16      -  24 19                                    229 23 36.5
 AA6930
 AA6930|---------------------------------------------------------------------|
 AA6930| PID    Reference Object                     Distance      Geod. Az  |
 AA6930|                                                           dddmmss.s |
 AA6930| AA6929 24 19                               480.309 METERS 2292127.6 |
 AA6930|---------------------------------------------------------------------|
 AA6930
 AA6930                          SUPERSEDED SURVEY CONTROL
 AA6930
 AA6930  ELLIP H (07/21/95)   80.63   (m)                       GP(       ) 3 2
 AA6930  NGVD 29 (07/21/95)  108.0    (m)          354.     (f) GPS OBS        
 AA6930
 AA6930.Superseded values are not recommended for survey control.
 AA6930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6930.See file dsdata.txt to determine how the superseded data were derived.
 AA6930
 AA6930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA9365557854(NAD 83)
 AA6930_MARKER: DD = SURVEY DISK
 AA6930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6930_STAMPING: 24-20 1994
 AA6930_MARK LOGO: ALHD  
 AA6930_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6930+STABILITY: SURFACE MOTION
 AA6930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6930+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6930
 AA6930  HISTORY     - Date     Condition        Report By
 AA6930  HISTORY     - 1994     MONUMENTED       ALHD
 AA6930
 AA6930                          STATION DESCRIPTION
 AA6930
 AA6930'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6930'THE STATION IS LOCATED IN DALLAS COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA6930'OF ALA 41, ABOUT 5.20 MI (8.37 KM) NORTH-NORTHWEST OF CARLOWVILLE AND
 AA6930'ABOUT 14.50 MI (23.33 KM) SOUTHEAST OF ORRVILLE. TO REACH THE STATION
 AA6930'FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH (MILE POST 123.20
 AA6930'ON ALA 41 AND MILE POST 90.45 ON U.S. 80) AT A TRAFFIC LIGHT NEAR
 AA6930'CRAIG FIELD, DRIVE SOUTH AND SOUTHWEST ON ALA 41 FOR 16.55 MI (26.63
 AA6930'KM) TO MILE POST 106.65 AND THE STATION ON THE RIGHT. THE STATION IS
 AA6930'3.1 FT (0.9 M) SOUTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON OLD
 AA6930'TREATED WOOD POSTS, 46.0 FT (14.0 M) NORTHWEST OF THE CENTERLINE OF
 AA6930'ALA 41, 90.9 FT (27.7 M) SOUTHEAST OF A CONCRETE BARRIER LINE MARKER
 AA6930'POST ACROSS THE ROAD, 3.2 FT (1.0 M) SOUTHEAST OF A CARSONITE WITNESS
 AA6930'POST, AND SET FLUSH WITH THE GROUND. STATION 24-19 1994 MAY BE USED AS
 AA6930'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6931 ***********************************************************************
 AA6931  DESIGNATION -  24 21
 AA6931  PID         -  AA6931
 AA6931  STATE/COUNTY-  AL/DALLAS
 AA6931  USGS QUAD   -  BLACKWELL BEND (1987)
 AA6931
 AA6931                         *CURRENT SURVEY CONTROL
 AA6931  ___________________________________________________________________
 AA6931* NAD 83(1992)-  32 16 39.05641(N)    087 02 12.64336(W)     ADJUSTED  
 AA6931* NAVD 88     -        72.2    (meters)     237.     (feet)  VERTCON   
 AA6931  ___________________________________________________________________
 AA6931  X           -     279,028.670 (meters)                     COMP
 AA6931  Y           -  -5,390,508.228 (meters)                     COMP
 AA6931  Z           -   3,386,512.911 (meters)                     COMP
 AA6931  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AA6931  ELLIP HEIGHT-          44.31  (meters)          (07/29/02) GPS OBS
 AA6931  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AA6931
 AA6931  HORZ ORDER  -  FIRST
 AA6931  ELLP ORDER  -  FOURTH    CLASS I
 AA6931
 AA6931.The horizontal coordinates were established by GPS observations
 AA6931.and adjusted by the National Geodetic Survey in July 1995..
 AA6931
 AA6931.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6931
 AA6931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6931
 AA6931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6931
 AA6931.The ellipsoidal height was determined by GPS observations
 AA6931.and is referenced to NAD 83.
 AA6931
 AA6931.The geoid height was determined by GEOID03.
 AA6931
 AA6931;                    North         East     Units Scale Factor Converg.
 AA6931;SPC AL W     -   252,589.876   643,629.899   MT  0.99995680   +0 14 50.4
 AA6931;UTM  16      - 3,571,197.482   496,530.280   MT  0.99960015   -0 01 10.8
 AA6931
 AA6931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6931!SPC AL W     -   0.99999304  x   0.99995680  =   0.99994984
 AA6931!UTM  16      -   0.99999304  x   0.99960015  =   0.99959320
 AA6931
 AA6931:                Primary Azimuth Mark                     Grid Az
 AA6931:SPC AL W     -  24 22                                    312 03 01.7
 AA6931:UTM  16      -  24 22                                    312 19 02.9
 AA6931
 AA6931|---------------------------------------------------------------------|
 AA6931| PID    Reference Object                     Distance      Geod. Az  |
 AA6931|                                                           dddmmss.s |
 AA6931| AA6932 24 22                               APPROX. 0.6 KM 3121752.1 |
 AA6931|---------------------------------------------------------------------|
 AA6931
 AA6931                          SUPERSEDED SURVEY CONTROL
 AA6931
 AA6931  ELLIP H (07/21/95)   44.38   (m)                       GP(       ) 3 2
 AA6931  NGVD 29 (07/21/95)   72.1    (m)          237.     (f) GPS OBS        
 AA6931
 AA6931.Superseded values are not recommended for survey control.
 AA6931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6931.See file dsdata.txt to determine how the superseded data were derived.
 AA6931
 AA6931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA9653071197(NAD 83)
 AA6931_MARKER: DD = SURVEY DISK
 AA6931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6931_STAMPING: 24-21 1994
 AA6931_MARK LOGO: ALHD  
 AA6931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6931+STABILITY: SURFACE MOTION
 AA6931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6931+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6931
 AA6931  HISTORY     - Date     Condition        Report By
 AA6931  HISTORY     - 1994     MONUMENTED       ALHD
 AA6931
 AA6931                          STATION DESCRIPTION
 AA6931
 AA6931'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6931'THE STATION IS LOCATED IN DALLAS COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA6931'OF DALLAS COUNTY ROAD NO. 55, ABOUT 2.95 MI (4.75 KM) WEST-SOUTHWEST
 AA6931'OF SARDIS AND ABOUT 12.30 MI (19.79 KM) EAST-SOUTHEAST OF ORRVILLE. TO
 AA6931'REACH THE STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH
 AA6931'(MILE POST 123.20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) AT A
 AA6931'TRAFFIC LIGHT NEAR CRAIG FIELD, DRIVE SOUTH ON ALA 41 FOR 5.80 MI
 AA6931'(9.33 KM) TO MILE POST 117.40 AND DALLAS COUNTY ROAD NO. 30 LEFT AND
 AA6931'RIGHT AT A CAUTION LIGHT AT SARDIS, TURN RIGHT ON DALLAS COUNTY ROAD
 AA6931'NO. 30 AND DRIVE NORTHWEST FOR 2.40 MI (3.86 KM) TO AN INTERSECTION
 AA6931'WITH A COUNTY GRAVEL ROAD AHEAD AND DALLAS COUNTY ROAD NO. 30 ON THE
 AA6931'LEFT, TURN LEFT ON DALLAS COUNTY ROAD NO. 30 AND DRIVE SOUTHWEST FOR
 AA6931'1.50 MI (2.41 KM) TO DALLAS COUNTY ROAD NO. 55 ON THE LEFT, TURN LEFT
 AA6931'ON DALLAS COUNTY ROAD NO. 55 AND DRIVE SOUTHEAST FOR 0.45 MI (0.72 KM)
 AA6931'TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF
 AA6931'A FOUR STRAND BARBED WIRE FENCE ON OLD TREATED WOOD POSTS, 54.0 FT
 AA6931'(16.5 M) NORTHEAST OF THE CENTERLINE OF DALLAS COUNTY ROAD NO. 55, 3.2
 AA6931'FT (1.0 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA6931'THE GROUND. STATION 24-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6931'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6932 ***********************************************************************
 AA6932  DESIGNATION -  24 22
 AA6932  PID         -  AA6932
 AA6932  STATE/COUNTY-  AL/DALLAS
 AA6932  USGS QUAD   -  BLACKWELL BEND (1987)
 AA6932
 AA6932                         *CURRENT SURVEY CONTROL
 AA6932  ___________________________________________________________________
 AA6932* NAD 83(1992)-  32 16 51.58867(N)    087 02 28.85756(W)     ADJUSTED  
 AA6932* NAVD 88     -        74.0    (meters)     243.     (feet)  VERTCON   
 AA6932  ___________________________________________________________________
 AA6932  X           -     278,594.367 (meters)                     COMP
 AA6932  Y           -  -5,390,325.795 (meters)                     COMP
 AA6932  Z           -   3,386,840.260 (meters)                     COMP
 AA6932  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AA6932  ELLIP HEIGHT-          46.13  (meters)          (07/29/02) GPS OBS
 AA6932  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AA6932
 AA6932  HORZ ORDER  -  FIRST
 AA6932  ELLP ORDER  -  FOURTH    CLASS I
 AA6932
 AA6932.The horizontal coordinates were established by GPS observations
 AA6932.and adjusted by the National Geodetic Survey in July 1995..
 AA6932
 AA6932.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6932
 AA6932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6932
 AA6932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6932
 AA6932.The ellipsoidal height was determined by GPS observations
 AA6932.and is referenced to NAD 83.
 AA6932
 AA6932.The geoid height was determined by GEOID03.
 AA6932
 AA6932;                    North         East     Units Scale Factor Converg.
 AA6932;SPC AL W     -   252,974.067   643,203.966   MT  0.99995634   +0 14 41.8
 AA6932;UTM  16      - 3,571,583.516   496,106.294   MT  0.99960019   -0 01 19.5
 AA6932
 AA6932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6932!SPC AL W     -   0.99999276  x   0.99995634  =   0.99994910
 AA6932!UTM  16      -   0.99999276  x   0.99960019  =   0.99959295
 AA6932
 AA6932:                Primary Azimuth Mark                     Grid Az
 AA6932:SPC AL W     -  24 21                                    132 03 01.6
 AA6932:UTM  16      -  24 21                                    132 19 02.9
 AA6932
 AA6932|---------------------------------------------------------------------|
 AA6932| PID    Reference Object                     Distance      Geod. Az  |
 AA6932|                                                           dddmmss.s |
 AA6932| AA6931 24 21                               APPROX. 0.6 KM 1321743.4 |
 AA6932|---------------------------------------------------------------------|
 AA6932
 AA6932                          SUPERSEDED SURVEY CONTROL
 AA6932
 AA6932  ELLIP H (07/21/95)   46.20   (m)                       GP(       ) 3 2
 AA6932  NGVD 29 (07/21/95)   73.9    (m)          242.     (f) GPS OBS        
 AA6932
 AA6932.Superseded values are not recommended for survey control.
 AA6932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6932.See file dsdata.txt to determine how the superseded data were derived.
 AA6932
 AA6932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA9610671584(NAD 83)
 AA6932_MARKER: DD = SURVEY DISK
 AA6932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6932_STAMPING: 24-22 1994
 AA6932_MARK LOGO: ALHD  
 AA6932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6932+STABILITY: SURFACE MOTION
 AA6932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6932+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6932
 AA6932  HISTORY     - Date     Condition        Report By
 AA6932  HISTORY     - 1994     MONUMENTED       ALHD
 AA6932
 AA6932                          STATION DESCRIPTION
 AA6932
 AA6932'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6932'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA6932'OF DALLAS COUNTY ROAD NO. 55, ABOUT 3.20 MI (5.15 KM) WEST-SOUTHWEST
 AA6932'OF SARDIS AND ABOUT 12.00 MI (19.31 KM) EAST-SOUTHEAST OF ORRVILLE. TO
 AA6932'REACH THE STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH
 AA6932'(MILE POST 123.20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) AT A
 AA6932'TRAFFIC LIGHT NEAR CRAIG FIELD, DRIVE SOUTH ON ALA 41 FOR 5.80 MI
 AA6932'(9.33 KM) TO MILE POST 117.40 AND DALLAS COUNTY ROAD NO. 30 LEFT AND
 AA6932'RIGHT AT A CAUTION LIGHT AT SARDIS, TURN RIGHT ON DALLAS COUNTY ROAD
 AA6932'NO. 30 AND DRIVE NORTHWEST FOR 2.40 MI (3.86 KM) TO AN INTERSECTION
 AA6932'WITH A COUNTY GRAVEL ROAD AHEAD AND DALLAS COUNTY ROAD NO. 30 ON THE
 AA6932'LEFT, TURN LEFT ON DALLAS COUNTY ROAD NO. 30 AND DRIVE SOUTHWEST FOR
 AA6932'1.50 MI (2.41 KM) TO DALLAS COUNTY ROAD NO. 55 ON THE LEFT, TURN LEFT
 AA6932'ON DALLAS COUNTY ROAD NO. 55 AND DRIVE SOUTHEAST FOR 0.10 MI (0.16 KM)
 AA6932'TO THE STATION ON THE RIGHT. THE STATION IS 36.8 FT (11.2 M) SOUTHWEST
 AA6932'OF THE CENTERLINE OF DALLAS COUNTY ROAD NO. 55, 59.2 FT (18.0 M)
 AA6932'WEST-SOUTHWEST OF A STOP AHEAD SIGN, 143.0 FT (43.6 M) SOUTH OF
 AA6932'TELEPHONE CABLE PEDESTAL NO. STRAIGHT SPLICE ACROSS THE ROAD, 143.4 FT
 AA6932'(43.7 M) SOUTH OF A BURIED CABLE PEDESTAL WARNING SIGN ACROSS THE
 AA6932'ROAD, 148.3 FT (45.2 M) SOUTH OF POWER POLE NO. 88 13 16 ACROSS THE
 AA6932'ROAD, 2.3 FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA6932'FLUSH WITH THE GROUND. STATION 24-21 1994 MAY BE USED AS AN AZIMUTH
 AA6932'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6933 ***********************************************************************
 AA6933  DESIGNATION -  24 23
 AA6933  PID         -  AA6933
 AA6933  STATE/COUNTY-  AL/DALLAS
 AA6933  USGS QUAD   -  PLANTERSVILLE (1982)
 AA6933
 AA6933                         *CURRENT SURVEY CONTROL
 AA6933  ___________________________________________________________________
 AA6933* NAD 83(1992)-  32 39 08.29531(N)    086 56 06.21524(W)     ADJUSTED  
 AA6933* NAVD 88     -        93.2    (meters)     306.     (feet)  VERTCON   
 AA6933  ___________________________________________________________________
 AA6933  X           -     287,412.468 (meters)                     COMP
 AA6933  Y           -  -5,367,742.866 (meters)                     COMP
 AA6933  Z           -   3,421,590.793 (meters)                     COMP
 AA6933  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AA6933  ELLIP HEIGHT-          64.42  (meters)          (07/29/02) GPS OBS
 AA6933  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AA6933
 AA6933  HORZ ORDER  -  FIRST
 AA6933  ELLP ORDER  -  FOURTH    CLASS I
 AA6933
 AA6933.The horizontal coordinates were established by GPS observations
 AA6933.and adjusted by the National Geodetic Survey in July 1995..
 AA6933
 AA6933.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6933
 AA6933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6933
 AA6933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6933
 AA6933.The ellipsoidal height was determined by GPS observations
 AA6933.and is referenced to NAD 83.
 AA6933
 AA6933.The geoid height was determined by GEOID03.
 AA6933
 AA6933;                    North         East     Units Scale Factor Converg.
 AA6933;SPC AL W     -   294,196.081   652,998.412   MT  0.99996796   +0 18 17.3
 AA6933;UTM  16      - 3,612,744.295   506,090.127   MT  0.99960046   +0 02 06.1
 AA6933
 AA6933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6933!SPC AL W     -   0.99998989  x   0.99996796  =   0.99995785
 AA6933!UTM  16      -   0.99998989  x   0.99960046  =   0.99959035
 AA6933
 AA6933                          SUPERSEDED SURVEY CONTROL
 AA6933
 AA6933  ELLIP H (07/21/95)   64.49   (m)                       GP(       ) 3 2
 AA6933  NGVD 29 (07/21/95)   93.1    (m)          305.     (f) GPS OBS        
 AA6933
 AA6933.Superseded values are not recommended for survey control.
 AA6933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6933.See file dsdata.txt to determine how the superseded data were derived.
 AA6933
 AA6933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0609012744(NAD 83)
 AA6933_MARKER: DD = SURVEY DISK
 AA6933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6933_STAMPING: 24-23 1994
 AA6933_MARK LOGO: ALHD  
 AA6933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6933+STABILITY: SURFACE MOTION
 AA6933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6933+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6933
 AA6933  HISTORY     - Date     Condition        Report By
 AA6933  HISTORY     - 1994     MONUMENTED       ALHD
 AA6933
 AA6933                          STATION DESCRIPTION
 AA6933
 AA6933'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6933'THE STATION IS LOCATED IN DALLAS COUNTY ON THE WEST RIGHT OF WAY OF
 AA6933'ALA 22, ABOUT 0.20 MI (0.32 KM) NORTH OF PLANTERSVILLE AND ABOUT 11.30
 AA6933'MI (18.19 KM) NORTHEAST OF SUMMERFIELD. TO REACH THE STATION FROM THE
 AA6933'JUNCTION OF U.S. 80, ALA 14, AND ALA 22 NORTH (MILE POST 25.00 ON ALA
 AA6933'22 AND MILE POST 85.90 ON U.S. 80) AT A TRAFFIC LIGHT IN SELMA, DRIVE
 AA6933'NORTH ON ALA 22 FOR 17.60 MI (28.32 KM) TO MILE POST 42.60 AND THE
 AA6933'STATION ON THE LEFT. THE STATION IS 52.0 FT (15.8 M) WEST OF THE WEST
 AA6933'EDGE OF A CONCRETE DITCH FLUME, 93.0 FT (28.3 M) WEST OF THE
 AA6933'CENTERLINE OF ALA 22, 165.1 FT (50.3 M) SOUTHWEST OF A JCT DALLAS
 AA6933'COUNTY 8 SIGN, 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS POST, AND
 AA6933'SET FLUSH WITH THE GROUND. STATION 24-24 1994 MAY BE USED AS AN
 AA6933'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6934 ***********************************************************************
 AA6934  DESIGNATION -  24 24
 AA6934  PID         -  AA6934
 AA6934  STATE/COUNTY-  AL/DALLAS
 AA6934  USGS QUAD   -  PLANTERSVILLE (1982)
 AA6934
 AA6934                         *CURRENT SURVEY CONTROL
 AA6934  ___________________________________________________________________
 AA6934* NAD 83(1992)-  32 39 28.63378(N)    086 55 58.49683(W)     ADJUSTED  
 AA6934* NAVD 88     -        87.9    (meters)     288.     (feet)  VERTCON   
 AA6934  ___________________________________________________________________
 AA6934  X           -     287,595.002 (meters)                     COMP
 AA6934  Y           -  -5,367,390.086 (meters)                     COMP
 AA6934  Z           -   3,422,115.444 (meters)                     COMP
 AA6934  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AA6934  ELLIP HEIGHT-          59.14  (meters)          (07/29/02) GPS OBS
 AA6934  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AA6934
 AA6934  HORZ ORDER  -  FIRST
 AA6934  ELLP ORDER  -  FOURTH    CLASS I
 AA6934
 AA6934.The horizontal coordinates were established by GPS observations
 AA6934.and adjusted by the National Geodetic Survey in July 1995..
 AA6934
 AA6934.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6934
 AA6934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6934
 AA6934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6934
 AA6934.The ellipsoidal height was determined by GPS observations
 AA6934.and is referenced to NAD 83.
 AA6934
 AA6934.The geoid height was determined by GEOID03.
 AA6934
 AA6934;                    North         East     Units Scale Factor Converg.
 AA6934;SPC AL W     -   294,823.653   653,196.203   MT  0.99996822   +0 18 21.7
 AA6934;UTM  16      - 3,613,370.698   506,290.797   MT  0.99960049   +0 02 10.3
 AA6934
 AA6934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6934!SPC AL W     -   0.99999071  x   0.99996822  =   0.99995893
 AA6934!UTM  16      -   0.99999071  x   0.99960049  =   0.99959121
 AA6934
 AA6934                          SUPERSEDED SURVEY CONTROL
 AA6934
 AA6934  ELLIP H (07/21/95)   59.21   (m)                       GP(       ) 3 2
 AA6934  NGVD 29 (07/21/95)   87.9    (m)          288.     (f) GPS OBS        
 AA6934
 AA6934.Superseded values are not recommended for survey control.
 AA6934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6934.See file dsdata.txt to determine how the superseded data were derived.
 AA6934
 AA6934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0629113371(NAD 83)
 AA6934_MARKER: DD = SURVEY DISK
 AA6934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6934_STAMPING: 24-24 1994
 AA6934_MARK LOGO: ALHD  
 AA6934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6934+STABILITY: SURFACE MOTION
 AA6934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6934+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6934
 AA6934  HISTORY     - Date     Condition        Report By
 AA6934  HISTORY     - 1994     MONUMENTED       ALHD
 AA6934
 AA6934                          STATION DESCRIPTION
 AA6934
 AA6934'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6934'THE STATION IS LOCATED IN DALLAS COUNTY ON THE EAST RIGHT OF WAY OF
 AA6934'ALA 22, ABOUT 0.25 MI (0.40 KM) SOUTH OF PLANTERSVILLE AND ABOUT 11.70
 AA6934'MI (18.83 KM) NORTHEAST OF SUMMERFIELD. TO REACH THE STATION FROM THE
 AA6934'JUNCTION OF U.S. 80, ALA 14, AND ALA 22 NORTH (MILE POST 25.00 ON ALA
 AA6934'22 AND MILE POST 85.90 ON U.S. 80) AT A TRAFFIC LIGHT IN SELMA, DRIVE
 AA6934'NORTH ON ALA 22 FOR 18.00 MI (28.97 KM) TO MILE POST 43.00 AND THE
 AA6934'STATION ON THE RIGHT. THE STATION IS 49.6 FT (15.1 M) SOUTH-SOUTHEAST
 AA6934'OF MILE POST 43, 55.0 FT (16.8 M) EAST OF THE CENTERLINE OF ALA 22,
 AA6934'2.5 FT (0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA6934'THE GROUND. STATION 24-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6934'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6935 ***********************************************************************
 AA6935  DESIGNATION -  24 25
 AA6935  PID         -  AA6935
 AA6935  STATE/COUNTY-  AL/DALLAS
 AA6935  USGS QUAD   -  SUMMERFIELD (1987)
 AA6935
 AA6935                         *CURRENT SURVEY CONTROL
 AA6935  ___________________________________________________________________
 AA6935* NAD 83(1992)-  32 31 17.41776(N)    087 05 20.66354(W)     ADJUSTED  
 AA6935* NAVD 88     -        47.7    (meters)     156.     (feet)  VERTCON   
 AA6935  ___________________________________________________________________
 AA6935  X           -     273,377.528 (meters)                     COMP
 AA6935  Y           -  -5,376,260.105 (meters)                     COMP
 AA6935  Z           -   3,409,344.522 (meters)                     COMP
 AA6935  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AA6935  ELLIP HEIGHT-          19.10  (meters)          (07/29/02) GPS OBS
 AA6935  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AA6935
 AA6935  HORZ ORDER  -  FIRST
 AA6935  ELLP ORDER  -  FOURTH    CLASS I
 AA6935
 AA6935.The horizontal coordinates were established by GPS observations
 AA6935.and adjusted by the National Geodetic Survey in July 1995..
 AA6935
 AA6935.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6935
 AA6935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6935
 AA6935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6935
 AA6935.The ellipsoidal height was determined by GPS observations
 AA6935.and is referenced to NAD 83.
 AA6935
 AA6935.The geoid height was determined by GEOID03.
 AA6935
 AA6935;                    North         East     Units Scale Factor Converg.
 AA6935;SPC AL W     -   279,625.232   638,605.943   MT  0.99995171   +0 13 15.3
 AA6935;UTM  16      - 3,598,246.462   491,634.527   MT  0.99960086   -0 02 52.4
 AA6935
 AA6935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6935!SPC AL W     -   0.99999700  x   0.99995171  =   0.99994871
 AA6935!UTM  16      -   0.99999700  x   0.99960086  =   0.99959786
 AA6935
 AA6935:                Primary Azimuth Mark                     Grid Az
 AA6935:SPC AL W     -  24 26                                    003 57 05.3
 AA6935:UTM  16      -  24 26                                    004 13 13.0
 AA6935
 AA6935|---------------------------------------------------------------------|
 AA6935| PID    Reference Object                     Distance      Geod. Az  |
 AA6935|                                                           dddmmss.s |
 AA6935| AA6936 24 26                               447.366 METERS 0041020.6 |
 AA6935|---------------------------------------------------------------------|
 AA6935
 AA6935                          SUPERSEDED SURVEY CONTROL
 AA6935
 AA6935  ELLIP H (07/21/95)   19.17   (m)                       GP(       ) 3 2
 AA6935  NGVD 29 (07/21/95)   47.7    (m)          156.     (f) GPS OBS        
 AA6935
 AA6935.Superseded values are not recommended for survey control.
 AA6935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6935.See file dsdata.txt to determine how the superseded data were derived.
 AA6935
 AA6935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA9163598246(NAD 83)
 AA6935_MARKER: DD = SURVEY DISK
 AA6935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6935_STAMPING: 24-25 1994
 AA6935_MARK LOGO: ALHD  
 AA6935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6935+STABILITY: SURFACE MOTION
 AA6935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6935+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6935
 AA6935  HISTORY     - Date     Condition        Report By
 AA6935  HISTORY     - 1994     MONUMENTED       ALHD
 AA6935
 AA6935                          STATION DESCRIPTION
 AA6935
 AA6935'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6935'THE STATION IS LOCATED IN DALLAS COUNTY ON THE WEST RIGHT OF WAY OF
 AA6935'ALA 219, ABOUT 2.55 MI (4.10 KM) WEST OF SUMMERFIELD AND ABOUT 12.95
 AA6935'MI (20.84 KM) SOUTHWEST OF PLANTERSVILLE. TO REACH THE STATION FROM
 AA6935'THE JUNCTION OF U.S. 80 WEST AND ALA 14 WEST (MILE POST 114.40 ON ALA
 AA6935'14 AND MILE POST 83.80 ON U.S. 80) AT A TRAFFIC LIGHT ON THE WEST SIDE
 AA6935'OF SELMA, DRIVE NORTHWEST ON ALA 14 FOR 3.00 MI (4.83 KM) TO MILE POST
 AA6935'111.40 AND ALA 219 (MILE POST 0.00 ON ALA 219) ON THE RIGHT, TURN
 AA6935'RIGHT ON ALA 219 AND DRIVE NORTH FOR 3.95 MI (6.36 KM) TO MILE POST
 AA6935'3.95 AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) EAST
 AA6935'OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 12.1 FT (3.7
 AA6935'M) SOUTH-SOUTHEAST A CROSS TIE POST IN THE FENCE LINE, 47.8 FT (14.6
 AA6935'M) WEST OF THE CENTERLINE OF ALA 219, 97.0 FT (29.6 M) WEST OF A POWER
 AA6935'POLE ACROSS THE ROAD, 168.2 FT (51.3 M) SOUTH-SOUTHWEST OF MILE POST 4
 AA6935'ACROSS THE ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND
 AA6935'SET FLUSH WITH THE GROUND. STATION 24-26 1994 MAY BE USED AS AN
 AA6935'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6936 ***********************************************************************
 AA6936  DESIGNATION -  24 26
 AA6936  PID         -  AA6936
 AA6936  STATE/COUNTY-  AL/DALLAS
 AA6936  USGS QUAD   -  SUMMERFIELD (1987)
 AA6936
 AA6936                         *CURRENT SURVEY CONTROL
 AA6936  ___________________________________________________________________
 AA6936* NAD 83(1992)-  32 31 31.90203(N)    087 05 19.41631(W)     ADJUSTED  
 AA6936* NAVD 88     -        48.1    (meters)     158.     (feet)  VERTCON   
 AA6936  ___________________________________________________________________
 AA6936  X           -     273,397.869 (meters)                     COMP
 AA6936  Y           -  -5,376,019.185 (meters)                     COMP
 AA6936  Z           -   3,409,720.928 (meters)                     COMP
 AA6936  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AA6936  ELLIP HEIGHT-          19.47  (meters)          (07/29/02) GPS OBS
 AA6936  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AA6936
 AA6936  HORZ ORDER  -  FIRST
 AA6936  ELLP ORDER  -  FOURTH    CLASS I
 AA6936
 AA6936.The horizontal coordinates were established by GPS observations
 AA6936.and adjusted by the National Geodetic Survey in July 1995..
 AA6936
 AA6936.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6936
 AA6936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6936
 AA6936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6936
 AA6936.The ellipsoidal height was determined by GPS observations
 AA6936.and is referenced to NAD 83.
 AA6936
 AA6936.The geoid height was determined by GEOID03.
 AA6936
 AA6936;                    North         East     Units Scale Factor Converg.
 AA6936;SPC AL W     -   280,071.513   638,636.770   MT  0.99995173   +0 13 16.1
 AA6936;UTM  16      - 3,598,692.436   491,667.437   MT  0.99960086   -0 02 51.7
 AA6936
 AA6936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6936!SPC AL W     -   0.99999694  x   0.99995173  =   0.99994867
 AA6936!UTM  16      -   0.99999694  x   0.99960086  =   0.99959780
 AA6936
 AA6936:                Primary Azimuth Mark                     Grid Az
 AA6936:SPC AL W     -  24 25                                    183 57 05.2
 AA6936:UTM  16      -  24 25                                    184 13 13.0
 AA6936
 AA6936|---------------------------------------------------------------------|
 AA6936| PID    Reference Object                     Distance      Geod. Az  |
 AA6936|                                                           dddmmss.s |
 AA6936| AA6935 24 25                               447.366 METERS 1841021.3 |
 AA6936|---------------------------------------------------------------------|
 AA6936
 AA6936                          SUPERSEDED SURVEY CONTROL
 AA6936
 AA6936  ELLIP H (07/21/95)   19.54   (m)                       GP(       ) 3 2
 AA6936  NGVD 29 (07/21/95)   48.1    (m)          158.     (f) GPS OBS        
 AA6936
 AA6936.Superseded values are not recommended for survey control.
 AA6936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6936.See file dsdata.txt to determine how the superseded data were derived.
 AA6936
 AA6936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA9166798692(NAD 83)
 AA6936_MARKER: DD = SURVEY DISK
 AA6936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6936_STAMPING: 24-26 1994
 AA6936_MARK LOGO: ALHD  
 AA6936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6936+STABILITY: SURFACE MOTION
 AA6936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6936+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6936
 AA6936  HISTORY     - Date     Condition        Report By
 AA6936  HISTORY     - 1994     MONUMENTED       ALHD
 AA6936
 AA6936                          STATION DESCRIPTION
 AA6936
 AA6936'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6936'THE STATION IS LOCATED IN DALLAS COUNTY ON THE EAST RIGHT OF WAY OF
 AA6936'ALA 219, ABOUT 2.55 MI (4.10 KM) WEST OF SUMMERFIELD AND ABOUT 12.65
 AA6936'MI (20.36 KM) SOUTHWEST OF PLANTERSVILLE. TO REACH THE STATION FROM
 AA6936'THE JUNCTION OF U.S. 80 WEST AND ALA 14 WEST (MILE POST 114.40 ON ALA
 AA6936'14 AND MILE POST 83.80 ON U.S. 80) AT A TRAFFIC LIGHT ON THE WEST SIDE
 AA6936'OF SELMA, DRIVE NORTHWEST ON ALA 14 FOR 3.00 MI (4.83 KM) TO MILE POST
 AA6936'111.40 AND ALA 219 (MILE POST 0.00 ON ALA 219) ON THE RIGHT, TURN
 AA6936'RIGHT ON ALA 219 AND DRIVE NORTH FOR 4.25 MI (6.84 KM) TO MILE POST
 AA6936'4.25 AND THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) WEST
 AA6936'OF A FIVE STRAND BARBED WIRE FENCE ON WOOD POSTS, 40.0 FT (12.2 M)
 AA6936'SOUTH OF A HIGH PRESSURE GAS PIPE LINE WARNING SIGN, 41.0 FT (12.5 M)
 AA6936'SOUTH OF THE SOUTH POST OF A RED METAL GATE, 11.6 FT (3.5 M) SOUTH OF
 AA6936'A FENCE JUNCTION, 48.0 FT (14.6 M) EAST OF THE CENTERLINE OF ALA 219,
 AA6936'3.1 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA6936'THE GROUND. STATION 24-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6936'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6937 ***********************************************************************
 AA6937  DESIGNATION -  24 27
 AA6937  PID         -  AA6937
 AA6937  STATE/COUNTY-  AL/DALLAS
 AA6937  USGS QUAD   -  BURNSVILLE (1982)
 AA6937
 AA6937                         *CURRENT SURVEY CONTROL
 AA6937  ___________________________________________________________________
 AA6937* NAD 83(1992)-  32 26 28.62499(N)    086 56 43.41283(W)     ADJUSTED  
 AA6937* NAVD 88     -        40.3    (meters)     132.     (feet)  VERTCON   
 AA6937  ___________________________________________________________________
 AA6937  X           -     287,112.973 (meters)                     COMP
 AA6937  Y           -  -5,380,322.323 (meters)                     COMP
 AA6937  Z           -   3,401,836.310 (meters)                     COMP
 AA6937  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AA6937  ELLIP HEIGHT-          12.03  (meters)          (07/29/02) GPS OBS
 AA6937  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AA6937
 AA6937  HORZ ORDER  -  FIRST
 AA6937  ELLP ORDER  -  FOURTH    CLASS I
 AA6937
 AA6937.The horizontal coordinates were established by GPS observations
 AA6937.and adjusted by the National Geodetic Survey in July 1995..
 AA6937
 AA6937.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6937
 AA6937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6937
 AA6937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6937
 AA6937.The ellipsoidal height was determined by GPS observations
 AA6937.and is referenced to NAD 83.
 AA6937
 AA6937.The geoid height was determined by GEOID03.
 AA6937
 AA6937;                    North         East     Units Scale Factor Converg.
 AA6937;SPC AL W     -   270,790.755   652,150.929   MT  0.99996686   +0 17 51.1
 AA6937;UTM  16      - 3,589,351.794   505,133.118   MT  0.99960032   +0 01 45.5
 AA6937
 AA6937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6937!SPC AL W     -   0.99999811  x   0.99996686  =   0.99996497
 AA6937!UTM  16      -   0.99999811  x   0.99960032  =   0.99959843
 AA6937
 AA6937:                Primary Azimuth Mark                     Grid Az
 AA6937:SPC AL W     -  24 28                                    358 35 27.8
 AA6937:UTM  16      -  24 28                                    358 51 33.4
 AA6937
 AA6937|---------------------------------------------------------------------|
 AA6937| PID    Reference Object                     Distance      Geod. Az  |
 AA6937|                                                           dddmmss.s |
 AA6937| AA6938 24 28                               485.649 METERS 3585318.9 |
 AA6937|---------------------------------------------------------------------|
 AA6937
 AA6937                          SUPERSEDED SURVEY CONTROL
 AA6937
 AA6937  ELLIP H (07/21/95)   12.10   (m)                       GP(       ) 3 2
 AA6937  NGVD 29 (07/21/95)   40.3    (m)          132.     (f) GPS OBS        
 AA6937
 AA6937.Superseded values are not recommended for survey control.
 AA6937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6937.See file dsdata.txt to determine how the superseded data were derived.
 AA6937
 AA6937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA0513389352(NAD 83)
 AA6937_MARKER: DD = SURVEY DISK
 AA6937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6937_STAMPING: 24-27 1994
 AA6937_MARK LOGO: ALHD  
 AA6937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6937+STABILITY: SURFACE MOTION
 AA6937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6937+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6937
 AA6937  HISTORY     - Date     Condition        Report By
 AA6937  HISTORY     - 1994     MONUMENTED       ALHD
 AA6937
 AA6937                          STATION DESCRIPTION
 AA6937
 AA6937'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6937'THE STATION IS LOCATED IN DALLAS COUNTY ON THE EAST RIGHT OF WAY OF
 AA6937'DALLAS COUNTY ROAD NO. 71, ABOUT 3.80 MI (6.12 KM) SOUTHWEST OF
 AA6937'BURNSVILLE AND ABOUT 4.95 MI (7.97 KM) NORTHEAST OF SELMA. TO REACH
 AA6937'THE STATION FROM THE JUNCTION OF ALA 14 EAST AND ALA 41 (MILE POST
 AA6937'117.35 ON ALA 14 AND MILE POST 127.35 ON ALA 41) AT A TRAFFIC LIGHT AT
 AA6937'THE EAST SIDE OF SELMA, DRIVE EAST ON ALA 14 FOR 3.55 MI (5.71 KM) TO
 AA6937'MILE POST 120.90, DALLAS COUNTY ROAD NO. 48 RIGHT, AND DALLAS COUNTY
 AA6937'ROAD NO. 71 LEFT, TURN LEFT ON DALLAS COUNTY ROAD NO. 71 AND DRIVE
 AA6937'NORTH AND NORTHEAST FOR 0.40 MI (0.64 KM) TO A RAILROAD GRADE
 AA6937'CROSSING, CONTINUE NORTH ON DALLAS COUNTY ROAD NO. 71 FOR 0.50 MI
 AA6937'(0.80 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.3 FT (1.0 M)
 AA6937'WEST OF A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 39.3 FT
 AA6937'(12.0 M) SOUTH OF THE SOUTH CROSS TIE POST OF A METAL GATE, 48.0 FT
 AA6937'(14.6 M) SOUTH OF THE CENTER OF A GRAVEL FIELD ROAD, 50.0 FT (15.2 M)
 AA6937'SOUTHEAST OF THE SOUTH END OF A FIFTEEN-INCH CONCRETE PIPE UNDER A
 AA6937'FIELD ROAD, 55.3 FT (16.9 M) EAST OF THE CENTERLINE OF DALLAS COUNTY
 AA6937'ROAD NO. 71, 107.0 FT (32.6 M) SOUTH OF THE NORTHWEST CORNER OF THE
 AA6937'FENCE, 3.5 FT (1.1 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA6937'WITH THE GROUND. STATION 24-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6937'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6938 ***********************************************************************
 AA6938  DESIGNATION -  24 28
 AA6938  PID         -  AA6938
 AA6938  STATE/COUNTY-  AL/DALLAS
 AA6938  USGS QUAD   -  BURNSVILLE (1982)
 AA6938
 AA6938                         *CURRENT SURVEY CONTROL
 AA6938  ___________________________________________________________________
 AA6938* NAD 83(1992)-  32 26 44.38777(N)    086 56 43.77347(W)     ADJUSTED  
 AA6938* NAVD 88     -        41.3    (meters)     135.     (feet)  VERTCON   
 AA6938  ___________________________________________________________________
 AA6938  X           -     287,089.730 (meters)                     COMP
 AA6938  Y           -  -5,380,063.534 (meters)                     COMP
 AA6938  Z           -   3,402,246.609 (meters)                     COMP
 AA6938  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AA6938  ELLIP HEIGHT-          13.01  (meters)          (07/29/02) GPS OBS
 AA6938  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AA6938
 AA6938  HORZ ORDER  -  FIRST
 AA6938  ELLP ORDER  -  FOURTH    CLASS I
 AA6938
 AA6938.The horizontal coordinates were established by GPS observations
 AA6938.and adjusted by the National Geodetic Survey in July 1995..
 AA6938
 AA6938.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6938
 AA6938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6938
 AA6938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6938
 AA6938.The ellipsoidal height was determined by GPS observations
 AA6938.and is referenced to NAD 83.
 AA6938
 AA6938.The geoid height was determined by GEOID03.
 AA6938
 AA6938;                    North         East     Units Scale Factor Converg.
 AA6938;SPC AL W     -   271,276.241   652,138.988   MT  0.99996684   +0 17 51.0
 AA6938;UTM  16      - 3,589,837.153   505,123.454   MT  0.99960032   +0 01 45.3
 AA6938
 AA6938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6938!SPC AL W     -   0.99999796  x   0.99996684  =   0.99996480
 AA6938!UTM  16      -   0.99999796  x   0.99960032  =   0.99959828
 AA6938
 AA6938:                Primary Azimuth Mark                     Grid Az
 AA6938:SPC AL W     -  24 27                                    178 35 27.7
 AA6938:UTM  16      -  24 27                                    178 51 33.4
 AA6938
 AA6938|---------------------------------------------------------------------|
 AA6938| PID    Reference Object                     Distance      Geod. Az  |
 AA6938|                                                           dddmmss.s |
 AA6938| AA6937 24 27                               485.649 METERS 1785318.7 |
 AA6938|---------------------------------------------------------------------|
 AA6938
 AA6938                          SUPERSEDED SURVEY CONTROL
 AA6938
 AA6938  ELLIP H (07/21/95)   13.08   (m)                       GP(       ) 3 2
 AA6938  NGVD 29 (07/21/95)   41.3    (m)          135.     (f) GPS OBS        
 AA6938
 AA6938.Superseded values are not recommended for survey control.
 AA6938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6938.See file dsdata.txt to determine how the superseded data were derived.
 AA6938
 AA6938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA0512389837(NAD 83)
 AA6938_MARKER: DD = SURVEY DISK
 AA6938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6938_STAMPING: 24-28 1994
 AA6938_MARK LOGO: ALHD  
 AA6938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6938+STABILITY: SURFACE MOTION
 AA6938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6938+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6938
 AA6938  HISTORY     - Date     Condition        Report By
 AA6938  HISTORY     - 1994     MONUMENTED       ALHD
 AA6938
 AA6938                          STATION DESCRIPTION
 AA6938
 AA6938'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6938'THE STATION IS LOCATED IN DALLAS COUNTY ON THE EAST RIGHT OF WAY OF
 AA6938'DALLAS COUNTY ROAD NO. 71, ABOUT 3.60 MI (5.79 KM) SOUTHWEST OF
 AA6938'BURNSVILLE AND ABOUT 5.10 MI (8.21 KM) NORTHEAST OF SELMA. TO REACH
 AA6938'THE STATION FROM THE JUNCTION OF ALA 14 EAST AND ALA 41 (MILE POST
 AA6938'117.35 ON ALA 14 AND MILE POST 127.35 ON ALA 41) AT A TRAFFIC LIGHT AT
 AA6938'THE EAST SIDE OF SELMA, DRIVE EAST ON ALA 14 FOR 3.55 MI (5.71 KM) TO
 AA6938'MILE POST 120.90, DALLAS COUNTY ROAD NO. 48 RIGHT, AND DALLAS COUNTY
 AA6938'ROAD NO. 71 LEFT, TURN LEFT ON DALLAS COUNTY ROAD NO. 71 AND DRIVE
 AA6938'NORTH AND NORTHEAST FOR 0.40 MI (0.64 KM) TO A RAILROAD GRADE
 AA6938'CROSSING, CONTINUE NORTH ON DALLAS COUNTY ROAD NO. 71 FOR 0.80 MI
 AA6938'(1.29 KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED ACROSS
 AA6938'DALLAS COUNTY ROAD NO. 71 FROM THE LOADING DOCK OF THE BUSH HOG
 AA6938'SELFIELD OPERATIONS PLANT, 48.8 FT (14.9 M) EAST OF THE CENTERLINE OF
 AA6938'DALLAS COUNTY ROAD NO. 71, 103.4 FT (31.5 M) NORTHEAST OF CABLE POLE
 AA6938'NO. 23 1/2 ACROSS THE ROAD, 155.7 FT (47.5 M) SOUTH OF A FIRE HYDRANT,
 AA6938'163.3 FT (49.8 M) SOUTH-SOUTHEAST OF TRANSFORMER POWER AND CABLE POLE
 AA6938'NO. 11071 ACROSS THE ROAD, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS
 AA6938'POST, AND SET FLUSH WITH THE GROUND. STATION 24-27 1994 MAY BE USED AS
 AA6938'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6939 ***********************************************************************
 AA6939  DESIGNATION -  24 29
 AA6939  PID         -  AA6939
 AA6939  STATE/COUNTY-  AL/DALLAS
 AA6939  USGS QUAD   -  MARION JUNCTION (1987)
 AA6939
 AA6939                         *CURRENT SURVEY CONTROL
 AA6939  ___________________________________________________________________
 AA6939* NAD 83(1992)-  32 26 38.42082(N)    087 11 38.88149(W)     ADJUSTED  
 AA6939* NAVD 88     -        50.6    (meters)     166.     (feet)  VERTCON   
 AA6939  ___________________________________________________________________
 AA6939  X           -     263,744.945 (meters)                     COMP
 AA6939  Y           -  -5,381,364.865 (meters)                     COMP
 AA6939  Z           -   3,402,096.359 (meters)                     COMP
 AA6939  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA6939  ELLIP HEIGHT-          22.08  (meters)          (07/29/02) GPS OBS
 AA6939  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AA6939
 AA6939  HORZ ORDER  -  FIRST
 AA6939  ELLP ORDER  -  FOURTH    CLASS I
 AA6939
 AA6939.The horizontal coordinates were established by GPS observations
 AA6939.and adjusted by the National Geodetic Survey in July 1995..
 AA6939
 AA6939.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6939
 AA6939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6939
 AA6939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6939
 AA6939.The ellipsoidal height was determined by GPS observations
 AA6939.and is referenced to NAD 83.
 AA6939
 AA6939.The geoid height was determined by GEOID03.
 AA6939
 AA6939;                    North         East     Units Scale Factor Converg.
 AA6939;SPC AL W     -   270,998.269   628,760.258   MT  0.99994353   +0 09 50.7
 AA6939;UTM  16      - 3,589,668.698   481,751.931   MT  0.99960411   -0 06 14.9
 AA6939
 AA6939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6939!SPC AL W     -   0.99999653  x   0.99994353  =   0.99994006
 AA6939!UTM  16      -   0.99999653  x   0.99960411  =   0.99960064
 AA6939
 AA6939                          SUPERSEDED SURVEY CONTROL
 AA6939
 AA6939  ELLIP H (07/21/95)   22.14   (m)                       GP(       ) 3 2
 AA6939  NGVD 29 (07/21/95)   50.6    (m)          166.     (f) GPS OBS        
 AA6939
 AA6939.Superseded values are not recommended for survey control.
 AA6939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6939.See file dsdata.txt to determine how the superseded data were derived.
 AA6939
 AA6939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8175289669(NAD 83)
 AA6939_MARKER: DD = SURVEY DISK
 AA6939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6939_STAMPING: 24-29 1994
 AA6939_MARK LOGO: ALHD  
 AA6939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6939+STABILITY: SURFACE MOTION
 AA6939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6939+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6939
 AA6939  HISTORY     - Date     Condition        Report By
 AA6939  HISTORY     - 1994     MONUMENTED       ALHD
 AA6939
 AA6939                          STATION DESCRIPTION
 AA6939
 AA6939'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6939'THE STATION IS LOCATED IN DALLAS COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6939'U.S. 80, ABOUT 9.50 MI (15.29 KM) EAST OF BROWNS AND ABOUT 10.30 MI
 AA6939'(16.58 KM) WEST-NORTHWEST OF SELMA. TO REACH THE STATION FROM THE
 AA6939'JUNCTION OF U.S. 80 WEST AND ALA 14 WEST (MILE POST 83.80 ON U.S. 80
 AA6939'AND MILE POST 114.40 ON ALA 14) AT A TRAFFIC LIGHT AT THE WEST SIDE OF
 AA6939'SELMA, DRIVE WEST ON U.S. 80 FOR 7.95 MI (12.79 KM) TO MILE POST 75.85
 AA6939'AND THE STATION ON THE RIGHT. THE STATION IS 2.9 FT (0.9 M) SOUTH OF A
 AA6939'FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 25.0 FT (7.6 M)
 AA6939'EAST OF THE EAST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE,
 AA6939'62.2 FT (19.0 M) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 AA6939'U.S. 80, 100.9 FT (30.8 M) EAST OF A FENCE JUNCTION, 119.2 FT (36.3 M)
 AA6939'EAST OF TRANSFORMER POWER POLE NO. 8915, 3.1 FT (0.9 M) SOUTH OF A
 AA6939'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 24-30
 AA6939'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3182 ***********************************************************************
 CN3182  DESIGNATION -  24 3
 CN3182  PID         -  CN3182
 CN3182  STATE/COUNTY-  AL/DALLAS
 CN3182  USGS QUAD   -  ELM BLUFF (1987)
 CN3182
 CN3182                         *CURRENT SURVEY CONTROL
 CN3182  ___________________________________________________________________
 CN3182* NAD 83(1992)-  32 12 50.82781(N)    087 00 17.23142(W)     ADJUSTED  
 CN3182* NAVD 88     -        64.9    (meters)     213.     (feet)  VERTCON   
 CN3182  ___________________________________________________________________
 CN3182  X           -     282,240.480 (meters)                     COMP
 CN3182  Y           -  -5,394,091.166 (meters)                     COMP
 CN3182  Z           -   3,380,563.253 (meters)                     COMP
 CN3182  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CN3182  ELLIP HEIGHT-          37.27  (meters)          (07/29/02) GPS OBS
 CN3182  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CN3182
 CN3182  HORZ ORDER  -  FIRST
 CN3182  ELLP ORDER  -  FOURTH    CLASS I
 CN3182
 CN3182.The horizontal coordinates were established by GPS observations
 CN3182.and adjusted by the National Geodetic Survey in December 1992..
 CN3182
 CN3182.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3182.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3182
 CN3182.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3182
 CN3182.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3182
 CN3182.The ellipsoidal height was determined by GPS observations
 CN3182.and is referenced to NAD 83.
 CN3182
 CN3182.The geoid height was determined by GEOID03.
 CN3182
 CN3182;                    North         East     Units Scale Factor Converg.
 CN3182;SPC AL W     -   245,573.573   646,682.346   MT  0.99996020   +0 15 50.4
 CN3182;UTM  16      - 3,564,169.562   499,548.943   MT  0.99960000   -0 00 09.2
 CN3182
 CN3182!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3182!SPC AL W     -   0.99999415  x   0.99996020  =   0.99995435
 CN3182!UTM  16      -   0.99999415  x   0.99960000  =   0.99959415
 CN3182
 CN3182                          SUPERSEDED SURVEY CONTROL
 CN3182
 CN3182  ELLIP H (12/04/92)   37.35   (m)                       GP(       ) 4 1
 CN3182  NAD 83(1986)-  32 12 50.83763(N)    087 00 17.23644(W) AD(       ) 1
 CN3182  NGVD 29 (12/04/92)   64.9    (m)          213.     (f) GPS OBS        
 CN3182
 CN3182.Superseded values are not recommended for survey control.
 CN3182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3182.See file dsdata.txt to determine how the superseded data were derived.
 CN3182
 CN3182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA9954964170(NAD 83)
 CN3182_MARKER: DD = SURVEY DISK
 CN3182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3182_SP_SET: CONCRETE POST
 CN3182_STAMPING: 24-3 1991
 CN3182_MARK LOGO: ALHD  
 CN3182_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3182+STABILITY: SURFACE MOTION
 CN3182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3182+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1992
 CN3182
 CN3182  HISTORY     - Date     Condition        Report By
 CN3182  HISTORY     - 1991     MONUMENTED       ALHD
 CN3182  HISTORY     - 19920317 GOOD
 CN3182
 CN3182                          STATION DESCRIPTION
 CN3182
 CN3182'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3182'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CN3182'OF ALA 41, ABOUT 13.50 MI (21.73 KM) SOUTH OF SELMA AND ABOUT 15.30
 CN3182'MI (24.62 KM) SOUTHEAST OF ORRVILLE.
 CN3182'TO REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 41 (MILE
 CN3182'POST 123.20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) IN SELMA, DRIVE
 CN3182'SOUTH ON ALA 41 FOR 11.10 MI (17.86 KM) TO MILE POST 112.10 AND THE
 CN3182'STATION ON THE LEFT.
 CN3182'THE STATION IS LOCATED ON THE SOUTHEAST RIGHT OF WAY OF ALA 41 NEAR
 CN3182'THE NORTHEAST END OF A CUT, 3.0 FT (0.9 M) NORTHWEST OF AN OLD
 CN3182'PARTIALLY DOWN THREE STRAND BARBED WIRE FENCE, 51.3 FT (15.6 M)
 CN3182'SOUTHEAST OF THE CENTERLINE OF ALA 41, 2.8 FT (0.9 M) NORTHWEST OF A
 CN3182'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3182'STATION 24-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3182
 CN3182                          STATION RECOVERY (1992)
 CN3182
 CN3182'RECOVERED 1992
 CN3182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6940 ***********************************************************************
 AA6940  DESIGNATION -  24 30
 AA6940  PID         -  AA6940
 AA6940  STATE/COUNTY-  AL/DALLAS
 AA6940  USGS QUAD   -  MARION JUNCTION (1987)
 AA6940
 AA6940                         *CURRENT SURVEY CONTROL
 AA6940  ___________________________________________________________________
 AA6940* NAD 83(1992)-  32 26 37.10403(N)    087 11 17.73902(W)     ADJUSTED  
 AA6940* NAVD 88     -        40.3    (meters)     132.     (feet)  VERTCON   
 AA6940  ___________________________________________________________________
 AA6940  X           -     264,297.180 (meters)                     COMP
 AA6940  Y           -  -5,381,350.796 (meters)                     COMP
 AA6940  Z           -   3,402,056.564 (meters)                     COMP
 AA6940  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AA6940  ELLIP HEIGHT-          11.71  (meters)          (07/29/02) GPS OBS
 AA6940  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AA6940
 AA6940  HORZ ORDER  -  FIRST
 AA6940  ELLP ORDER  -  FOURTH    CLASS I
 AA6940
 AA6940.The horizontal coordinates were established by GPS observations
 AA6940.and adjusted by the National Geodetic Survey in July 1995..
 AA6940
 AA6940.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6940
 AA6940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6940
 AA6940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6940
 AA6940.The ellipsoidal height was determined by GPS observations
 AA6940.and is referenced to NAD 83.
 AA6940
 AA6940.The geoid height was determined by GEOID03.
 AA6940
 AA6940;                    North         East     Units Scale Factor Converg.
 AA6940;SPC AL W     -   270,959.306   629,312.601   MT  0.99994392   +0 10 02.1
 AA6940;UTM  16      - 3,589,627.163   482,303.898   MT  0.99960386   -0 06 03.6
 AA6940
 AA6940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6940!SPC AL W     -   0.99999816  x   0.99994392  =   0.99994208
 AA6940!UTM  16      -   0.99999816  x   0.99960386  =   0.99960202
 AA6940
 AA6940                          SUPERSEDED SURVEY CONTROL
 AA6940
 AA6940  ELLIP H (07/21/95)   11.77   (m)                       GP(       ) 3 2
 AA6940  NGVD 29 (07/21/95)   40.2    (m)          132.     (f) GPS OBS        
 AA6940
 AA6940.Superseded values are not recommended for survey control.
 AA6940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6940.See file dsdata.txt to determine how the superseded data were derived.
 AA6940
 AA6940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8230489627(NAD 83)
 AA6940_MARKER: DD = SURVEY DISK
 AA6940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6940_STAMPING: 24-30 1994
 AA6940_MARK LOGO: ALHD  
 AA6940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6940+STABILITY: SURFACE MOTION
 AA6940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6940+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6940
 AA6940  HISTORY     - Date     Condition        Report By
 AA6940  HISTORY     - 1994     MONUMENTED       ALHD
 AA6940
 AA6940                          STATION DESCRIPTION
 AA6940
 AA6940'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6940'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA6940'U.S. 80, ABOUT 9.85 MI (15.85 KM) EAST OF BROWNS AND ABOUT 9.90 MI
 AA6940'(15.93 KM) WEST-NORTHWEST OF SELMA. TO REACH THE STATION FROM THE
 AA6940'JUNCTION OF U.S. 80 WEST AND ALA 14 WEST (MILE POST 83.80 ON U.S. 80
 AA6940'AND MILE POST 114.40 ON ALA 14) AT A TRAFFIC LIGHT AT THE WEST SIDE OF
 AA6940'SELMA, DRIVE WEST ON U.S. 80 FOR 7.60 MI (12.23 KM) TO MILE POST 76.20
 AA6940'AND THE STATION ON THE LEFT. THE STATION IS 108.1 FT (32.9 M) SOUTH OF
 AA6940'THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 80, 170.5 FT (52.0 M)
 AA6940'SOUTHWEST OF A U.S. 80 EAST SIGN, 3.5 FT (1.1 M) NORTH-NORTHEAST OF A
 AA6940'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 24-29
 AA6940'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6941 ***********************************************************************
 AA6941  DESIGNATION -  24 31
 AA6941  PID         -  AA6941
 AA6941  STATE/COUNTY-  AL/DALLAS
 AA6941  USGS QUAD   -  UNIONTOWN EAST (1968)
 AA6941
 AA6941                         *CURRENT SURVEY CONTROL
 AA6941  ___________________________________________________________________
 AA6941* NAD 83(1992)-  32 26 19.58548(N)    087 22 59.39753(W)     ADJUSTED  
 AA6941* NAVD 88     -        52.9    (meters)     174.     (feet)  VERTCON   
 AA6941  ___________________________________________________________________
 AA6941  X           -     246,003.450 (meters)                     COMP
 AA6941  Y           -  -5,382,518.498 (meters)                     COMP
 AA6941  Z           -   3,401,607.873 (meters)                     COMP
 AA6941  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AA6941  ELLIP HEIGHT-          24.27  (meters)          (07/29/02) GPS OBS
 AA6941  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AA6941
 AA6941  HORZ ORDER  -  FIRST
 AA6941  ELLP ORDER  -  FOURTH    CLASS I
 AA6941
 AA6941.The horizontal coordinates were established by GPS observations
 AA6941.and adjusted by the National Geodetic Survey in July 1995..
 AA6941
 AA6941.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6941.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6941
 AA6941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6941
 AA6941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6941
 AA6941.The ellipsoidal height was determined by GPS observations
 AA6941.and is referenced to NAD 83.
 AA6941
 AA6941.The geoid height was determined by GEOID03.
 AA6941
 AA6941;                    North         East     Units Scale Factor Converg.
 AA6941;SPC AL W     -   270,382.928   610,986.386   MT  0.99993482   +0 03 45.6
 AA6941;UTM  16      - 3,589,136.743   463,981.225   MT  0.99961600   -0 12 19.9
 AA6941
 AA6941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6941!SPC AL W     -   0.99999619  x   0.99993482  =   0.99993101
 AA6941!UTM  16      -   0.99999619  x   0.99961600  =   0.99961219
 AA6941
 AA6941                          SUPERSEDED SURVEY CONTROL
 AA6941
 AA6941  ELLIP H (07/21/95)   24.32   (m)                       GP(       ) 3 2
 AA6941  NGVD 29 (07/21/95)   52.9    (m)          174.     (f) GPS OBS        
 AA6941
 AA6941.Superseded values are not recommended for survey control.
 AA6941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6941.See file dsdata.txt to determine how the superseded data were derived.
 AA6941
 AA6941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6398189137(NAD 83)
 AA6941_MARKER: DD = SURVEY DISK
 AA6941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6941_STAMPING: 24-31 1994
 AA6941_MARK LOGO: ALHD  
 AA6941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6941+STABILITY: SURFACE MOTION
 AA6941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6941+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6941
 AA6941  HISTORY     - Date     Condition        Report By
 AA6941  HISTORY     - 1994     MONUMENTED       ALHD
 AA6941
 AA6941                          STATION DESCRIPTION
 AA6941
 AA6941'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6941'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA6941'U.S. 80, ABOUT 0.95 MI (1.53 KM) WEST OF BROWNS AND ABOUT 12.00 MI
 AA6941'(19.31 KM) NORTHWEST OF ORRVILLE. TO REACH THE STATION FROM THE ALA 5
 AA6941'OVERPASS OVER U.S. 80 (MILE POST 66.15 0N U.S. 80 AND MILE POST 47.75
 AA6941'ON ALA 5) AT BROWNS, DRIVE WEST ON U.S. 80 FOR 1.40 MI (2.25 KM) TO
 AA6941'MILE POST 64.75 AND THE STATION ON THE LEFT. THE STATION IS 103.8 FT
 AA6941'(31.6 M) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 80,
 AA6941'186.3 FT (56.8 M) WEST OF A THREE AMBER REFLECTOR SIGN, 188.5 FT (57.5
 AA6941'M) WEST OF THE SOUTH END OF A THIRTY BY FIFTEEN-INCH CONCRETE PIPE
 AA6941'UNDER U.S. 80, 243.8 FT (74.3 M) WEST-SOUTHWEST OF A JCT DALLAS COUNTY
 AA6941'23 SIGN, 244.4 FT (74.5 M) EAST-SOUTHEAST OF A BROWNS SIGN, 2.1 FT
 AA6941'(0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA6941'GROUND. STATION 24-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6942 ***********************************************************************
 AA6942  DESIGNATION -  24 32
 AA6942  PID         -  AA6942
 AA6942  STATE/COUNTY-  AL/DALLAS
 AA6942  USGS QUAD   -  BROWNS (1968)
 AA6942
 AA6942                         *CURRENT SURVEY CONTROL
 AA6942  ___________________________________________________________________
 AA6942* NAD 83(1992)-  32 26 19.71157(N)    087 22 03.30709(W)     ADJUSTED  
 AA6942* NAVD 88     -        53.5    (meters)     176.     (feet)  VERTCON   
 AA6942  ___________________________________________________________________
 AA6942  X           -     247,467.056 (meters)                     COMP
 AA6942  Y           -  -5,382,449.776 (meters)                     COMP
 AA6942  Z           -   3,401,611.441 (meters)                     COMP
 AA6942  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AA6942  ELLIP HEIGHT-          24.81  (meters)          (07/29/02) GPS OBS
 AA6942  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AA6942
 AA6942  HORZ ORDER  -  FIRST
 AA6942  ELLP ORDER  -  FOURTH    CLASS I
 AA6942
 AA6942.The horizontal coordinates were established by GPS observations
 AA6942.and adjusted by the National Geodetic Survey in July 1995..
 AA6942
 AA6942.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6942
 AA6942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6942
 AA6942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6942
 AA6942.The ellipsoidal height was determined by GPS observations
 AA6942.and is referenced to NAD 83.
 AA6942
 AA6942.The geoid height was determined by GEOID03.
 AA6942
 AA6942;                    North         East     Units Scale Factor Converg.
 AA6942;SPC AL W     -   270,388.521   612,451.498   MT  0.99993524   +0 04 15.7
 AA6942;UTM  16      - 3,589,135.479   465,445.878   MT  0.99961472   -0 11 49.8
 AA6942
 AA6942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6942!SPC AL W     -   0.99999610  x   0.99993524  =   0.99993134
 AA6942!UTM  16      -   0.99999610  x   0.99961472  =   0.99961083
 AA6942
 AA6942                          SUPERSEDED SURVEY CONTROL
 AA6942
 AA6942  ELLIP H (07/21/95)   24.86   (m)                       GP(       ) 3 2
 AA6942  NGVD 29 (07/21/95)   53.4    (m)          175.     (f) GPS OBS        
 AA6942
 AA6942.Superseded values are not recommended for survey control.
 AA6942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6942.See file dsdata.txt to determine how the superseded data were derived.
 AA6942
 AA6942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6544689135(NAD 83)
 AA6942_MARKER: DD = SURVEY DISK
 AA6942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6942_STAMPING: 24-32 1994
 AA6942_MARK LOGO: ALHD  
 AA6942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6942+STABILITY: SURFACE MOTION
 AA6942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6942+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6942
 AA6942  HISTORY     - Date     Condition        Report By
 AA6942  HISTORY     - 1994     MONUMENTED       ALHD
 AA6942
 AA6942                          STATION DESCRIPTION
 AA6942
 AA6942'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6942'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA6942'U.S. 80, AT BROWNS AND ABOUT 11.45 MI (18.43 KM) NORTHWEST OF
 AA6942'ORRVILLE. TO REACH THE STATION FROM THE ALA 5 OVERPASS OVER U.S. 80
 AA6942'(MILE POST 66.15 0N U.S. 80 AND MILE POST 47.75 ON ALA 5) AT BROWNS,
 AA6942'DRIVE WEST ON U.S. 80 FOR 0.50 MI (0.80 KM) TO MILE POST 65.65 AND THE
 AA6942'STATION ON THE LEFT. THE STATION IS 42.6 FT (13.0 M) SOUTH OF THE
 AA6942'SOUTH EDGE OF A CONCRETE DITCH FLUME, 72.5 FT (22.1 M) SOUTHWEST OF
 AA6942'THE EAST END OF A CONCRETE DITCH FLUME, 92.4 FT (28.2 M) SOUTH OF THE
 AA6942'CENTERLINE OF THE EAST BOUND LANES OF U.S. 80, 190.7 FT (58.1 M) WEST
 AA6942'OF CONCRETE RIGHT OF WAY MARKER STA 49 + 26, 208.3 FT (63.5 M) WEST OF
 AA6942'A JUNCTION POWER POLE, 249.7 FT (76.1 M) WEST-SOUTHWEST OF A DALLAS
 AA6942'COUNTY 23 DIRECTIONAL SIGN, 1.9 FT (0.6 M) NORTH OF A CARSONITE
 AA6942'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 24-31 1994 MAY BE
 AA6942'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6943 ***********************************************************************
 AA6943  DESIGNATION -  24 33
 AA6943  PID         -  AA6943
 AA6943  STATE/COUNTY-  AL/DALLAS
 AA6943  USGS QUAD   -  TILDEN (1987)
 AA6943
 AA6943                         *CURRENT SURVEY CONTROL
 AA6943  ___________________________________________________________________
 AA6943* NAD 83(1992)-  32 06 18.14967(N)    087 10 07.31786(W)     ADJUSTED  
 AA6943* NAVD 88     -        27.9    (meters)      92.     (feet)  VERTCON   
 AA6943  ___________________________________________________________________
 AA6943  X           -     267,124.297 (meters)                     COMP
 AA6943  Y           -  -5,401,275.657 (meters)                     COMP
 AA6943  Z           -   3,370,303.859 (meters)                     COMP
 AA6943  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA6943  ELLIP HEIGHT-           0.33  (meters)          (07/29/02) GPS OBS
 AA6943  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA6943
 AA6943  HORZ ORDER  -  FIRST
 AA6943  ELLP ORDER  -  FOURTH    CLASS I
 AA6943
 AA6943.The horizontal coordinates were established by GPS observations
 AA6943.and adjusted by the National Geodetic Survey in July 1995..
 AA6943
 AA6943.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6943
 AA6943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6943
 AA6943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6943
 AA6943.The ellipsoidal height was determined by GPS observations
 AA6943.and is referenced to NAD 83.
 AA6943
 AA6943.The geoid height was determined by GEOID03.
 AA6943
 AA6943;                    North         East     Units Scale Factor Converg.
 AA6943;SPC AL W     -   233,419.344   631,267.883   MT  0.99994539   +0 10 33.9
 AA6943;UTM  16      - 3,552,091.309   484,083.623   MT  0.99960312   -0 05 22.8
 AA6943
 AA6943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6943!SPC AL W     -   0.99999995  x   0.99994539  =   0.99994534
 AA6943!UTM  16      -   0.99999995  x   0.99960312  =   0.99960307
 AA6943
 AA6943                          SUPERSEDED SURVEY CONTROL
 AA6943
 AA6943  ELLIP H (07/21/95)    0.40   (m)                       GP(       ) 3 2
 AA6943  NGVD 29 (07/21/95)   27.9    (m)           92.     (f) GPS OBS        
 AA6943
 AA6943.Superseded values are not recommended for survey control.
 AA6943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6943.See file dsdata.txt to determine how the superseded data were derived.
 AA6943
 AA6943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8408452091(NAD 83)
 AA6943_MARKER: DD = SURVEY DISK
 AA6943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6943_STAMPING: 24-33 1994
 AA6943_MARK LOGO: ALHD  
 AA6943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6943+STABILITY: SURFACE MOTION
 AA6943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6943+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6943
 AA6943  HISTORY     - Date     Condition        Report By
 AA6943  HISTORY     - 1994     MONUMENTED       ALHD
 AA6943
 AA6943                          STATION DESCRIPTION
 AA6943
 AA6943'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6943'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF DALLAS COUNTY
 AA6943'GRAVEL ROAD NO. 404, ABOUT 7.95 MI (12.79 KM) WEST-NORTHWEST OF
 AA6943'CARLOWVILLE AND ABOUT 14.50 MI (23.33 KM) SOUTH-SOUTHEAST OF ORRVILLE.
 AA6943'TO REACH THE STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41
 AA6943'SOUTH (MILE POST 123.20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) NEAR
 AA6943'CRAIG FIELD, DRIVE SOUTH AND SOUTHWEST ON ALA 41 FOR 24.40 MI (39.27
 AA6943'KM) TO MILE POST 98.80 AND DALLAS COUNTY GRAVEL ROAD NO. 225 ON THE
 AA6943'RIGHT, TURN RIGHT ON DALLAS COUNTY GRAVEL ROAD NO. 225 AND DRIVE NORTH
 AA6943'FOR 2.10 MI (3.38 KM) TO A Y-INTERSECTION WITH DALLAS COUNTY GRAVEL
 AA6943'ROAD NO. 225 ON THE RIGHT AND DALLAS COUNTY GRAVEL ROAD NO. 404 ON THE
 AA6943'LEFT, BEAR LEFT ON DALLAS COUNTY GRAVEL ROAD NO. 404 AND DRIVE WEST
 AA6943'FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT. THE STATION IS 22.5
 AA6943'FT (6.9 M) SOUTH OF THE CENTER OF DALLAS COUNTY GRAVEL ROAD NO. 404,
 AA6943'96.2 FT (29.3 M) SOUTHWEST OF POWER POLE NO. 14 61 04 ACROSS THE ROAD,
 AA6943'1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA6943'THE GROUND. STATION 24-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6943'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6944 ***********************************************************************
 AA6944  DESIGNATION -  24 34
 AA6944  PID         -  AA6944
 AA6944  STATE/COUNTY-  AL/DALLAS
 AA6944  USGS QUAD   -  TILDEN (1987)
 AA6944
 AA6944                         *CURRENT SURVEY CONTROL
 AA6944  ___________________________________________________________________
 AA6944* NAD 83(1992)-  32 06 19.05946(N)    087 09 42.23737(W)     ADJUSTED  
 AA6944* NAVD 88     -        31.8    (meters)     104.     (feet)  VERTCON   
 AA6944  ___________________________________________________________________
 AA6944  X           -     267,780.482 (meters)                     COMP
 AA6944  Y           -  -5,401,231.577 (meters)                     COMP
 AA6944  Z           -   3,370,329.680 (meters)                     COMP
 AA6944  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AA6944  ELLIP HEIGHT-           4.25  (meters)          (07/29/02) GPS OBS
 AA6944  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA6944
 AA6944  HORZ ORDER  -  FIRST
 AA6944  ELLP ORDER  -  FOURTH    CLASS I
 AA6944
 AA6944.The horizontal coordinates were established by GPS observations
 AA6944.and adjusted by the National Geodetic Survey in July 1995..
 AA6944
 AA6944.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6944
 AA6944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6944
 AA6944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6944
 AA6944.The ellipsoidal height was determined by GPS observations
 AA6944.and is referenced to NAD 83.
 AA6944
 AA6944.The geoid height was determined by GEOID03.
 AA6944
 AA6944;                    North         East     Units Scale Factor Converg.
 AA6944;SPC AL W     -   233,449.408   631,925.319   MT  0.99994590   +0 10 47.2
 AA6944;UTM  16      - 3,552,118.314   484,740.966   MT  0.99960287   -0 05 09.4
 AA6944
 AA6944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6944!SPC AL W     -   0.99999933  x   0.99994590  =   0.99994523
 AA6944!UTM  16      -   0.99999933  x   0.99960287  =   0.99960220
 AA6944
 AA6944                          SUPERSEDED SURVEY CONTROL
 AA6944
 AA6944  ELLIP H (07/21/95)    4.33   (m)                       GP(       ) 3 2
 AA6944  NGVD 29 (07/21/95)   31.8    (m)          104.     (f) GPS OBS        
 AA6944
 AA6944.Superseded values are not recommended for survey control.
 AA6944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6944.See file dsdata.txt to determine how the superseded data were derived.
 AA6944
 AA6944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8474152118(NAD 83)
 AA6944_MARKER: DD = SURVEY DISK
 AA6944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6944_STAMPING: 24-34 1994
 AA6944_MARK LOGO: ALHD  
 AA6944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6944+STABILITY: SURFACE MOTION
 AA6944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6944+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6944
 AA6944  HISTORY     - Date     Condition        Report By
 AA6944  HISTORY     - 1994     MONUMENTED       ALHD
 AA6944
 AA6944                          STATION DESCRIPTION
 AA6944
 AA6944'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6944'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF DALLAS COUNTY
 AA6944'GRAVEL ROAD NO. 404, ABOUT 7.50 MI (12.07 KM) WEST-NORTHWEST OF
 AA6944'CARLOWVILLE AND ABOUT 14.55 MI (23.42 KM) SOUTH-SOUTHEAST OF ORRVILLE.
 AA6944'TO REACH THE STATION FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41
 AA6944'SOUTH (MILE POST 123.20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) NEAR
 AA6944'CRAIG FIELD, DRIVE SOUTH AND SOUTHWEST ON ALA 41 FOR 24.40 MI (39.27
 AA6944'KM) TO MILE POST 98.80 AND DALLAS COUNTY GRAVEL ROAD NO. 225 ON THE
 AA6944'RIGHT, TURN RIGHT ON DALLAS COUNTY GRAVEL ROAD NO. 225 AND DRIVE NORTH
 AA6944'FOR 2.10 MI (3.38 KM) TO A Y-INTERSECTION WITH DALLAS COUNTY GRAVEL
 AA6944'ROAD NO. 225 ON THE RIGHT AND DALLAS COUNTY GRAVEL ROAD NO. 404 ON THE
 AA6944'LEFT, BEAR LEFT ON DALLAS COUNTY GRAVEL ROAD NO. 404 AND DRIVE WEST
 AA6944'FOR 0.50 MI (0.80 KM) TO THE STATION ON THE RIGHT. THE STATION IS 21.5
 AA6944'FT (6.6 M) SOUTH OF THE CENTER OF DALLAS COUNTY GRAVEL ROAD NO. 404,
 AA6944'106.0 FT (32.3 M) WEST POWER POLE NO. 14 76 13, 2.2 FT (0.7 M) SOUTH
 AA6944'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA6944'24-33 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6945 ***********************************************************************
 AA6945  DESIGNATION -  24 35
 AA6945  PID         -  AA6945
 AA6945  STATE/COUNTY-  AL/DALLAS
 AA6945  USGS QUAD   -  SAFFORD (1979)
 AA6945
 AA6945                         *CURRENT SURVEY CONTROL
 AA6945  ___________________________________________________________________
 AA6945* NAD 83(1992)-  32 21 58.98255(N)    087 22 28.81424(W)     ADJUSTED  
 AA6945* NAVD 88     -        58.4    (meters)     192.     (feet)  VERTCON   
 AA6945  ___________________________________________________________________
 AA6945  X           -     246,998.781 (meters)                     COMP
 AA6945  Y           -  -5,386,783.943 (meters)                     COMP
 AA6945  Z           -   3,394,833.171 (meters)                     COMP
 AA6945  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AA6945  ELLIP HEIGHT-          29.94  (meters)          (07/29/02) GPS OBS
 AA6945  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AA6945
 AA6945  HORZ ORDER  -  FIRST
 AA6945  ELLP ORDER  -  FOURTH    CLASS I
 AA6945
 AA6945.The horizontal coordinates were established by GPS observations
 AA6945.and adjusted by the National Geodetic Survey in July 1995..
 AA6945
 AA6945.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6945
 AA6945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6945
 AA6945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6945
 AA6945.The ellipsoidal height was determined by GPS observations
 AA6945.and is referenced to NAD 83.
 AA6945
 AA6945.The geoid height was determined by GEOID03.
 AA6945
 AA6945;                    North         East     Units Scale Factor Converg.
 AA6945;SPC AL W     -   262,356.785   611,794.649   MT  0.99993505   +0 04 01.5
 AA6945;UTM  16      - 3,581,109.473   464,751.700   MT  0.99961532   -0 12 02.1
 AA6945
 AA6945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6945!SPC AL W     -   0.99999530  x   0.99993505  =   0.99993035
 AA6945!UTM  16      -   0.99999530  x   0.99961532  =   0.99961062
 AA6945
 AA6945                          SUPERSEDED SURVEY CONTROL
 AA6945
 AA6945  ELLIP H (07/21/95)   29.98   (m)                       GP(       ) 3 2
 AA6945  NGVD 29 (07/21/95)   58.4    (m)          192.     (f) GPS OBS        
 AA6945
 AA6945.Superseded values are not recommended for survey control.
 AA6945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6945.See file dsdata.txt to determine how the superseded data were derived.
 AA6945
 AA6945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6475281109(NAD 83)
 AA6945_MARKER: DD = SURVEY DISK
 AA6945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6945_STAMPING: 24-35 1994
 AA6945_MARK LOGO: ALHD  
 AA6945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6945+STABILITY: SURFACE MOTION
 AA6945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6945+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6945
 AA6945  HISTORY     - Date     Condition        Report By
 AA6945  HISTORY     - 1994     MONUMENTED       ALHD
 AA6945
 AA6945                          STATION DESCRIPTION
 AA6945
 AA6945'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6945'THE STATION IS LOCATED IN DALLAS COUNTY ON THE WEST RIGHT OF WAY OF
 AA6945'ALA 5, ABOUT 5.00 MI (8.05 KM) SOUTH OF BROWNS AND ABOUT 8.55 MI
 AA6945'(13.76 KM) NORTHWEST OF ORRVILLE. TO REACH THE STATION FROM THE ALA 5
 AA6945'OVERPASS OVER U.S. 80 (MILE POST 47.75 ON ALA 5 AND MILE POST 66.15 ON
 AA6945'U.S. 80) AT BROWNS, DRIVE SOUTH ON ALA 5 FOR 5.15 MI (8.29 KM) TO MILE
 AA6945'POST 42.60 AND THE STATION ON THE RIGHT. THE STATION IS 39.5 FT (12.0
 AA6945'M) WEST OF THE CENTERLINE OF ALA 5, 128.0 FT (39.0 M) SOUTH OF THE
 AA6945'CENTER OF A FIELD ROAD, 228.8 FT (69.7 M) NORTH-NORTHWEST OF
 AA6945'TRANSFORMER POWER POLE NO. 1090 ACROSS THE ROAD, 228.8 FT (69.7 M)
 AA6945'NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 59 - 1 ACROSS THE
 AA6945'ROAD, 250.0 FT (76.2 M) NORTH OF THE NORTH END OF AN EIGHTEEN-INCH
 AA6945'CONCRETE PIPE UNDER A DRIVEWAY, 263.0 FT (80.2 M) NORTH OF THE CENTER
 AA6945'OF A GRAVEL DRIVEWAY, 2.4 FT (0.7 M) EAST OF A CARSONITE WITNESS POST,
 AA6945'AND SET FLUSH WITH THE GROUND. TRIANGULATION STATION BEAR 2 1954 MAY
 AA6945'BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6946 ***********************************************************************
 AA6946  DESIGNATION -  24 36
 AA6946  PID         -  AA6946
 AA6946  STATE/COUNTY-  AL/DALLAS
 AA6946  USGS QUAD   -  SAFFORD (1979)
 AA6946
 AA6946                         *CURRENT SURVEY CONTROL
 AA6946  ___________________________________________________________________
 AA6946* NAD 83(1992)-  32 20 19.14353(N)    087 16 35.11511(W)     ADJUSTED  
 AA6946* NAVD 88     -        48.8    (meters)     160.     (feet)  VERTCON   
 AA6946  ___________________________________________________________________
 AA6946  X           -     256,313.393 (meters)                     COMP
 AA6946  Y           -  -5,387,988.353 (meters)                     COMP
 AA6946  Z           -   3,392,230.075 (meters)                     COMP
 AA6946  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AA6946  ELLIP HEIGHT-          20.46  (meters)          (07/29/02) GPS OBS
 AA6946  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AA6946
 AA6946  HORZ ORDER  -  FIRST
 AA6946  ELLP ORDER  -  FOURTH    CLASS I
 AA6946
 AA6946.The horizontal coordinates were established by GPS observations
 AA6946.and adjusted by the National Geodetic Survey in July 1995..
 AA6946
 AA6946.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6946
 AA6946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6946
 AA6946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6946
 AA6946.The ellipsoidal height was determined by GPS observations
 AA6946.and is referenced to NAD 83.
 AA6946
 AA6946.The geoid height was determined by GEOID03.
 AA6946
 AA6946;                    North         East     Units Scale Factor Converg.
 AA6946;SPC AL W     -   259,296.649   621,047.294   MT  0.99993879   +0 07 10.6
 AA6946;UTM  16      - 3,578,007.170   473,986.950   MT  0.99960834   -0 08 52.3
 AA6946
 AA6946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6946!SPC AL W     -   0.99999679  x   0.99993879  =   0.99993558
 AA6946!UTM  16      -   0.99999679  x   0.99960834  =   0.99960513
 AA6946
 AA6946:                Primary Azimuth Mark                     Grid Az
 AA6946:SPC AL W     -  24 37                                    002 01 23.8
 AA6946:UTM  16      -  24 37                                    002 17 26.7
 AA6946
 AA6946|---------------------------------------------------------------------|
 AA6946| PID    Reference Object                     Distance      Geod. Az  |
 AA6946|                                                           dddmmss.s |
 AA6946| AA6947 24 37                               403.445 METERS 0020834.4 |
 AA6946|---------------------------------------------------------------------|
 AA6946
 AA6946                          SUPERSEDED SURVEY CONTROL
 AA6946
 AA6946  ELLIP H (07/21/95)   20.51   (m)                       GP(       ) 3 2
 AA6946  NGVD 29 (07/21/95)   48.8    (m)          160.     (f) GPS OBS        
 AA6946
 AA6946.Superseded values are not recommended for survey control.
 AA6946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6946.See file dsdata.txt to determine how the superseded data were derived.
 AA6946
 AA6946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7398778007(NAD 83)
 AA6946_MARKER: DD = SURVEY DISK
 AA6946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6946_STAMPING: 24-36 1994
 AA6946_MARK LOGO: ALHD  
 AA6946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6946+STABILITY: SURFACE MOTION
 AA6946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6946+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6946
 AA6946  HISTORY     - Date     Condition        Report By
 AA6946  HISTORY     - 1994     MONUMENTED       ALHD
 AA6946
 AA6946                          STATION DESCRIPTION
 AA6946
 AA6946'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6946'THE STATION IS LOCATED IN DALLAS COUNTY ON THE WEST RIGHT OF WAY OF
 AA6946'DALLAS COUNTY ROAD NO. 11, ABOUT 2.85 MI (4.59 KM) NORTHWEST OF
 AA6946'ORRVILLE AND ABOUT 8.60 MI (13.84 KM) SOUTHEAST OF BROWNS. TO REACH
 AA6946'THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 219 (MILE POST 19.20
 AA6946'ON ALA 22 AND MILE POST 494.15 ON ALA 219) AT THE SOUTHWEST CORNER OF
 AA6946'SELMA, DRIVE SOUTHWEST ON ALA 22 FOR 11.95 MI (19.23 KM) TO MILE POST
 AA6946'7.25 AND DALLAS COUNTY ROAD NO. 11 ON THE RIGHT, TURN RIGHT ON DALLAS
 AA6946'COUNTY ROAD NO. 11 AND DRIVE NORTH , NORTHWEST, AND NORTH FOR 2.85 MI
 AA6946'(4.59 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA6946'EAST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 30.2 FT
 AA6946'(9.2 M) WEST OF THE CENTERLINE OF DALLAS COUNTY ROAD NO. 11, 121.5 FT
 AA6946'(37.0 M) NORTHWEST OF POWER POLE NO. JB 747 ACROSS THE ROAD, 130.0 FT
 AA6946'(39.6 M) NORTH OF THE CENTER OF DALLAS COUNTY GRAVEL ROAD NO. 356, 3.0
 AA6946'FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA6946'GROUND. STATION 24-37 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6947 ***********************************************************************
 AA6947  DESIGNATION -  24 37
 AA6947  PID         -  AA6947
 AA6947  STATE/COUNTY-  AL/DALLAS
 AA6947  USGS QUAD   -  SAFFORD (1979)
 AA6947
 AA6947                         *CURRENT SURVEY CONTROL
 AA6947  ___________________________________________________________________
 AA6947* NAD 83(1992)-  32 20 32.23171(N)    087 16 34.53823(W)     ADJUSTED  
 AA6947* NAVD 88     -        48.6    (meters)     159.     (feet)  VERTCON   
 AA6947  ___________________________________________________________________
 AA6947  X           -     256,318.204 (meters)                     COMP
 AA6947  Y           -  -5,387,772.014 (meters)                     COMP
 AA6947  Z           -   3,392,570.579 (meters)                     COMP
 AA6947  LAPLACE CORR-           1.85  (seconds)                    DEFLEC99
 AA6947  ELLIP HEIGHT-          20.23  (meters)          (07/29/02) GPS OBS
 AA6947  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AA6947
 AA6947  HORZ ORDER  -  FIRST
 AA6947  ELLP ORDER  -  FOURTH    CLASS I
 AA6947
 AA6947.The horizontal coordinates were established by GPS observations
 AA6947.and adjusted by the National Geodetic Survey in July 1995..
 AA6947
 AA6947.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6947
 AA6947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6947
 AA6947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6947
 AA6947.The ellipsoidal height was determined by GPS observations
 AA6947.and is referenced to NAD 83.
 AA6947
 AA6947.The geoid height was determined by GEOID03.
 AA6947
 AA6947;                    North         East     Units Scale Factor Converg.
 AA6947;SPC AL W     -   259,699.818   621,061.537   MT  0.99993880   +0 07 10.9
 AA6947;UTM  16      - 3,578,410.135   474,003.070   MT  0.99960833   -0 08 52.1
 AA6947
 AA6947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6947!SPC AL W     -   0.99999682  x   0.99993880  =   0.99993562
 AA6947!UTM  16      -   0.99999682  x   0.99960833  =   0.99960515
 AA6947
 AA6947:                Primary Azimuth Mark                     Grid Az
 AA6947:SPC AL W     -  24 36                                    182 01 23.8
 AA6947:UTM  16      -  24 36                                    182 17 26.8
 AA6947
 AA6947|---------------------------------------------------------------------|
 AA6947| PID    Reference Object                     Distance      Geod. Az  |
 AA6947|                                                           dddmmss.s |
 AA6947| AA6946 24 36                               403.445 METERS 1820834.7 |
 AA6947|---------------------------------------------------------------------|
 AA6947
 AA6947                          SUPERSEDED SURVEY CONTROL
 AA6947
 AA6947  ELLIP H (07/21/95)   20.29   (m)                       GP(       ) 3 2
 AA6947  NGVD 29 (07/21/95)   48.5    (m)          159.     (f) GPS OBS        
 AA6947
 AA6947.Superseded values are not recommended for survey control.
 AA6947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6947.See file dsdata.txt to determine how the superseded data were derived.
 AA6947
 AA6947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7400378410(NAD 83)
 AA6947_MARKER: DD = SURVEY DISK
 AA6947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6947_STAMPING: 24-37 1994
 AA6947_MARK LOGO: ALHD  
 AA6947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6947+STABILITY: SURFACE MOTION
 AA6947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6947+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 AA6947
 AA6947  HISTORY     - Date     Condition        Report By
 AA6947  HISTORY     - 1994     MONUMENTED       ALHD
 AA6947  HISTORY     - 20050628 GOOD             ALDOT
 AA6947
 AA6947                          STATION DESCRIPTION
 AA6947
 AA6947'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6947'THE STATION IS LOCATED IN DALLAS COUNTY ON THE EAST RIGHT OF WAY OF
 AA6947'DALLAS COUNTY ROAD NO. 11, ABOUT 3.05 MI (4.91 KM) NORTHWEST OF
 AA6947'ORRVILLE AND ABOUT 8.40 MI (13.52 KM) SOUTHEAST OF BROWNS. TO REACH
 AA6947'THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 219 (MILE POST 19.20
 AA6947'ON ALA 22 AND MILE POST 494.15 ON ALA 219) AT THE SOUTHWEST CORNER OF
 AA6947'SELMA, DRIVE SOUTHWEST ON ALA 22 FOR 11.95 MI (19.23 KM) TO MILE POST
 AA6947'7.25 AND DALLAS COUNTY ROAD NO. 11 ON THE RIGHT, TURN RIGHT ON DALLAS
 AA6947'COUNTY ROAD NO. 11 AND DRIVE NORTH , NORTHWEST, AND NORTH FOR 3.10 MI
 AA6947'(4.99 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.0 FT (0.6 M)
 AA6947'WEST OF A FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 14.2 FT
 AA6947'(4.3 M) NORTH OF THE NORTH ONE OF TWO CONNECTED POSTS IN THE FENCE
 AA6947'LINE, 19.5 FT (5.9 M) SOUTH OF THE SOUTH ONE OF TWO CONNECTED POSTS IN
 AA6947'THE FENCE LINE, 31.9 FT (9.7 M) SOUTH-SOUTHEAST OF THE SOUTH END OF AN
 AA6947'EIGHTEEN-INCH CONCRETE PIPE UNDER A FIELD ROAD, 35.8 FT (10.9 M) SOUTH
 AA6947'OF THE SOUTH POST OF A CATTLE GAP IN THE FENCE LINE, 41.3 FT (12.6 M)
 AA6947'EAST OF THE CENTERLINE OF DALLAS COUNTY ROAD NO. 11, 42.0 FT (12.8 M)
 AA6947'SOUTH OF THE CENTER OF A FIELD ROAD, 1.8 FT (0.5 M) WEST OF A
 AA6947'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 24-36
 AA6947'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA6947
 AA6947                          STATION RECOVERY (2005)
 AA6947
 AA6947'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA6947'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6948 ***********************************************************************
 AA6948  DESIGNATION -  24 38
 AA6948  PID         -  AA6948
 AA6948  STATE/COUNTY-  AL/DALLAS
 AA6948  USGS QUAD   -  ORRVILLE (1987)
 AA6948
 AA6948                         *CURRENT SURVEY CONTROL
 AA6948  ___________________________________________________________________
 AA6948* NAD 83(1992)-  32 15 50.11425(N)    087 14 10.76700(W)     ADJUSTED  
 AA6948* NAVD 88     -        60.4    (meters)     198.     (feet)  VERTCON   
 AA6948  ___________________________________________________________________
 AA6948  X           -     260,297.955 (meters)                     COMP
 AA6948  Y           -  -5,392,240.938 (meters)                     COMP
 AA6948  Z           -   3,385,231.831 (meters)                     COMP
 AA6948  LAPLACE CORR-           2.68  (seconds)                    DEFLEC99
 AA6948  ELLIP HEIGHT-          32.39  (meters)          (07/29/02) GPS OBS
 AA6948  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AA6948
 AA6948  HORZ ORDER  -  FIRST
 AA6948  ELLP ORDER  -  FOURTH    CLASS I
 AA6948
 AA6948.The horizontal coordinates were established by GPS observations
 AA6948.and adjusted by the National Geodetic Survey in July 1995..
 AA6948
 AA6948.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6948
 AA6948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6948
 AA6948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6948
 AA6948.The ellipsoidal height was determined by GPS observations
 AA6948.and is referenced to NAD 83.
 AA6948
 AA6948.The geoid height was determined by GEOID03.
 AA6948
 AA6948;                    North         East     Units Scale Factor Converg.
 AA6948;SPC AL W     -   251,018.744   624,842.306   MT  0.99994094   +0 08 26.7
 AA6948;UTM  16      - 3,569,714.417   477,742.069   MT  0.99960611   -0 07 34.2
 AA6948
 AA6948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6948!SPC AL W     -   0.99999491  x   0.99994094  =   0.99993585
 AA6948!UTM  16      -   0.99999491  x   0.99960611  =   0.99960103
 AA6948
 AA6948:                Primary Azimuth Mark                     Grid Az
 AA6948:SPC AL W     -  24 39                                    356 16 13.2
 AA6948:UTM  16      -  24 39                                    356 32 14.1
 AA6948
 AA6948|---------------------------------------------------------------------|
 AA6948| PID    Reference Object                     Distance      Geod. Az  |
 AA6948|                                                           dddmmss.s |
 AA6948| AA6949 24 39                               446.233 METERS 3562439.9 |
 AA6948|---------------------------------------------------------------------|
 AA6948
 AA6948                          SUPERSEDED SURVEY CONTROL
 AA6948
 AA6948  ELLIP H (07/21/95)   32.45   (m)                       GP(       ) 3 2
 AA6948  NGVD 29 (07/21/95)   60.4    (m)          198.     (f) GPS OBS        
 AA6948
 AA6948.Superseded values are not recommended for survey control.
 AA6948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6948.See file dsdata.txt to determine how the superseded data were derived.
 AA6948
 AA6948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7774269714(NAD 83)
 AA6948_MARKER: DD = SURVEY DISK
 AA6948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6948_STAMPING: 24-38 1994
 AA6948_MARK LOGO: ALHD  
 AA6948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6948+STABILITY: SURFACE MOTION
 AA6948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6948+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6948
 AA6948  HISTORY     - Date     Condition        Report By
 AA6948  HISTORY     - 1994     MONUMENTED       ALHD
 AA6948
 AA6948                          STATION DESCRIPTION
 AA6948
 AA6948'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6948'THE STATION IS LOCATED IN DALLAS COUNTY ON THE EAST RIGHT OF WAY OF
 AA6948'DALLAS COUNTY ROAD NO. 33, ABOUT 2.95 MI (4.75 KM) SOUTH OF ORRVILLE
 AA6948'AND ABOUT 8.05 MI (12.95 KM) EAST-SOUTHEAST OF SAFFORD. TO REACH THE
 AA6948'STATION FROM THE JUNCTION OF ALA 22 AND ALA 219 (MILE POST 19.20 ON
 AA6948'ALA 22 AND MILE POST 494.15 ON ALA 219) AT THE SOUTHWEST CORNER OF
 AA6948'SELMA, DRIVE SOUTHWEST ON ALA 22 FOR 10.95 MI (17.62 KM) TO MILE POST
 AA6948'8.25 AND DALLAS COUNTY ROAD NO. 33 LEFT AND RIGHT, TURN LEFT ON DALLAS
 AA6948'COUNTY ROAD NO. 33 AND DRIVE SOUTH FOR 3.10 MI (4.99 KM) TO THE
 AA6948'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE
 AA6948'FENCE WITH TWO STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 37.0 FT (11.3
 AA6948'M) EAST OF THE CENTERLINE OF DALLAS COUNTY ROAD NO. 33, 77.7 FT (23.7
 AA6948'M) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 4 22 1/4 ACROSS THE
 AA6948'ROAD, 80.4 FT (24.5 M) EAST-SOUTHEAST OF A POWER POLE ACROSS THE ROAD,
 AA6948'106.6 FT (32.5 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 4 22 1/2
 AA6948'ACROSS THE ROAD, 151.7 FT (46.2 M) NORTH OF HIGH VOLTAGE POWER POLE
 AA6948'NO. 42, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA6948'WITH THE GROUND. STATION 24-39 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6948'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6949 ***********************************************************************
 AA6949  DESIGNATION -  24 39
 AA6949  PID         -  AA6949
 AA6949  STATE/COUNTY-  AL/DALLAS
 AA6949  USGS QUAD   -  ORRVILLE (1987)
 AA6949
 AA6949                         *CURRENT SURVEY CONTROL
 AA6949  ___________________________________________________________________
 AA6949* NAD 83(1992)-  32 16 04.57243(N)    087 14 11.83431(W)     ADJUSTED  
 AA6949* NAVD 88     -        62.5    (meters)     205.     (feet)  VERTCON   
 AA6949  ___________________________________________________________________
 AA6949  X           -     260,258.677 (meters)                     COMP
 AA6949  Y           -  -5,392,006.597 (meters)                     COMP
 AA6949  Z           -   3,385,609.551 (meters)                     COMP
 AA6949  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 AA6949  ELLIP HEIGHT-          34.51  (meters)          (07/29/02) GPS OBS
 AA6949  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AA6949
 AA6949  HORZ ORDER  -  FIRST
 AA6949  ELLP ORDER  -  FOURTH    CLASS I
 AA6949
 AA6949.The horizontal coordinates were established by GPS observations
 AA6949.and adjusted by the National Geodetic Survey in July 1995..
 AA6949
 AA6949.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6949
 AA6949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6949
 AA6949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6949
 AA6949.The ellipsoidal height was determined by GPS observations
 AA6949.and is referenced to NAD 83.
 AA6949
 AA6949.The geoid height was determined by GEOID03.
 AA6949
 AA6949;                    North         East     Units Scale Factor Converg.
 AA6949;SPC AL W     -   251,464.005   624,813.281   MT  0.99994092   +0 08 26.2
 AA6949;UTM  16      - 3,570,159.660   477,715.127   MT  0.99960612   -0 07 34.8
 AA6949
 AA6949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6949!SPC AL W     -   0.99999458  x   0.99994092  =   0.99993550
 AA6949!UTM  16      -   0.99999458  x   0.99960612  =   0.99960070
 AA6949
 AA6949:                Primary Azimuth Mark                     Grid Az
 AA6949:SPC AL W     -  24 38                                    176 16 13.1
 AA6949:UTM  16      -  24 38                                    176 32 14.1
 AA6949
 AA6949|---------------------------------------------------------------------|
 AA6949| PID    Reference Object                     Distance      Geod. Az  |
 AA6949|                                                           dddmmss.s |
 AA6949| AA6948 24 38                               446.233 METERS 1762439.3 |
 AA6949|---------------------------------------------------------------------|
 AA6949
 AA6949                          SUPERSEDED SURVEY CONTROL
 AA6949
 AA6949  ELLIP H (07/21/95)   34.57   (m)                       GP(       ) 3 2
 AA6949  NGVD 29 (07/21/95)   62.5    (m)          205.     (f) GPS OBS        
 AA6949
 AA6949.Superseded values are not recommended for survey control.
 AA6949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6949.See file dsdata.txt to determine how the superseded data were derived.
 AA6949
 AA6949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7771570160(NAD 83)
 AA6949_MARKER: DD = SURVEY DISK
 AA6949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6949_STAMPING: 24-39 1994
 AA6949_MARK LOGO: ALHD  
 AA6949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6949+STABILITY: SURFACE MOTION
 AA6949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6949+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6949
 AA6949  HISTORY     - Date     Condition        Report By
 AA6949  HISTORY     - 1994     MONUMENTED       ALHD
 AA6949
 AA6949                          STATION DESCRIPTION
 AA6949
 AA6949'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6949'THE STATION IS LOCATED IN DALLAS COUNTY ON THE WEST RIGHT OF WAY OF
 AA6949'DALLAS COUNTY ROAD NO. 33, ABOUT 2.65 MI (4.26 KM) SOUTH OF ORRVILLE
 AA6949'AND ABOUT 7.95 MI (12.79 KM) EAST-SOUTHEAST OF SAFFORD. TO REACH THE
 AA6949'STATION FROM THE JUNCTION OF ALA 22 AND ALA 219 (MILE POST 19.20 ON
 AA6949'ALA 22 AND MILE POST 494.15 ON ALA 219) AT THE SOUTHWEST CORNER OF
 AA6949'SELMA, DRIVE SOUTHWEST ON ALA 22 FOR 10.95 MI (17.62 KM) TO MILE POST
 AA6949'8.25 AND DALLAS COUNTY ROAD NO. 33 LEFT AND RIGHT, TURN LEFT ON DALLAS
 AA6949'COUNTY ROAD NO. 33 AND DRIVE SOUTH FOR 2.85 MI (4.59 KM) TO THE
 AA6949'STATION ON THE RIGHT. THE STATION IS 45.7 FT (13.9 M) WEST OF THE
 AA6949'CENTERLINE OF DALLAS COUNTY ROAD NO. 33, 92.0 FT (28.0 M) SOUTH OF THE
 AA6949'CENTER OF A GRAVEL DRIVEWAY, 92.9 FT (28.3 M) SOUTH-SOUTHWEST OF THE
 AA6949'SOUTH END OF A FIFTEEN-INCH CONCRETE PIPE UNDER A DRIVEWAY, 112.0 FT
 AA6949'(34.1 M) SOUTHEAST OF A NIGHT LIGHT POLE, 157.0 FT (47.9 M) SOUTHWEST
 AA6949'OF HIGH VOLTAGE POWER POLE NO. 38 ACROSS THE ROAD, 1.9 FT (0.6 M) EAST
 AA6949'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA6949'24-38 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3183 ***********************************************************************
 CN3183  DESIGNATION -  24 4
 CN3183  PID         -  CN3183
 CN3183  STATE/COUNTY-  AL/DALLAS
 CN3183  USGS QUAD   -  PLEASANT HILL (1987)
 CN3183
 CN3183                         *CURRENT SURVEY CONTROL
 CN3183  ___________________________________________________________________
 CN3183* NAD 83(1992)-  32 13 07.33369(N)    086 59 58.39222(W)     ADJUSTED  
 CN3183* NAVD 88     -        60.8    (meters)     199.     (feet)  VERTCON   
 CN3183  ___________________________________________________________________
 CN3183  X           -     282,718.778 (meters)                     COMP
 CN3183  Y           -  -5,393,791.209 (meters)                     COMP
 CN3183  Z           -   3,380,991.216 (meters)                     COMP
 CN3183  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CN3183  ELLIP HEIGHT-          33.16  (meters)          (07/29/02) GPS OBS
 CN3183  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CN3183
 CN3183  HORZ ORDER  -  FIRST
 CN3183  ELLP ORDER  -  FOURTH    CLASS I
 CN3183
 CN3183.The horizontal coordinates were established by GPS observations
 CN3183.and adjusted by the National Geodetic Survey in December 1992..
 CN3183
 CN3183.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3183
 CN3183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3183
 CN3183.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3183
 CN3183.The ellipsoidal height was determined by GPS observations
 CN3183.and is referenced to NAD 83.
 CN3183
 CN3183.The geoid height was determined by GEOID03.
 CN3183
 CN3183;                    North         East     Units Scale Factor Converg.
 CN3183;SPC AL W     -   246,084.263   647,173.295   MT  0.99996077   +0 16 00.5
 CN3183;UTM  16      - 3,564,677.779   500,042.084   MT  0.99960000   +0 00 00.9
 CN3183
 CN3183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3183!SPC AL W     -   0.99999479  x   0.99996077  =   0.99995556
 CN3183!UTM  16      -   0.99999479  x   0.99960000  =   0.99959480
 CN3183
 CN3183                          SUPERSEDED SURVEY CONTROL
 CN3183
 CN3183  ELLIP H (12/04/92)   33.24   (m)                       GP(       ) 4 1
 CN3183  NAD 83(1986)-  32 13 07.34350(N)    086 59 58.39724(W) AD(       ) 1
 CN3183  NGVD 29 (12/04/92)   60.8    (m)          199.     (f) GPS OBS        
 CN3183
 CN3183.Superseded values are not recommended for survey control.
 CN3183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3183.See file dsdata.txt to determine how the superseded data were derived.
 CN3183
 CN3183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA0004264678(NAD 83)
 CN3183_MARKER: DD = SURVEY DISK
 CN3183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3183_SP_SET: CONCRETE POST
 CN3183_STAMPING: 24-4 1991
 CN3183_MARK LOGO: ALHD  
 CN3183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3183+STABILITY: SURFACE MOTION
 CN3183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3183+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 CN3183
 CN3183  HISTORY     - Date     Condition        Report By
 CN3183  HISTORY     - 1991     MONUMENTED       ALHD
 CN3183  HISTORY     - 19920317 GOOD
 CN3183  HISTORY     - 20050628 GOOD             ALDOT
 CN3183
 CN3183                          STATION DESCRIPTION
 CN3183
 CN3183'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3183'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CN3183'OF ALA 41, ABOUT 13.20 MI (21.24 KM) SOUTH OF SELMA AND ABOUT 15.55
 CN3183'MI (25.02 KM) SOUTHEAST OF ORRVILLE.
 CN3183'TO REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 41 (MILE
 CN3183'POST 123.20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) IN SELMA, DRIVE
 CN3183'SOUTH ON ALA 41 FOR 10.65 MI (17.14 KM) TO MILE POST 112.55 AND THE
 CN3183'STATION ON THE LEFT.
 CN3183'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A FOUR STRAND BARBED WIRE
 CN3183'FENCE ON WHITE TOP GREEN STEEL POSTS, 9.2 FT (2.8 M) SOUTHWEST OF THE
 CN3183'SOUTHWEST POST OF A DOUBLE METAL GATE, 15.5 FT (4.7 M)
 CN3183'SOUTH-SOUTHEAST OF THE EAST END OF THE SOUTH HEADWALL OF AN 18-INCH
 CN3183'CONCRETE PIPE UNDER A FIELD ROAD, 20.0 FT (6.1 M) SOUTHWEST OF THE
 CN3183'CENTER OF A GRAVEL FIELD ROAD, 47.0 FT (14.3 M) SOUTHEAST OF THE
 CN3183'CENTERLINE OF ALA 41, 2.9 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS
 CN3183'POST, AND SET FLUSH WITH THE GROUND.
 CN3183'STATION 24-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3183
 CN3183                          STATION RECOVERY (1992)
 CN3183
 CN3183'RECOVERED 1992
 CN3183'RECOVERED IN GOOD CONDITION.
 CN3183
 CN3183                          STATION RECOVERY (2005)
 CN3183
 CN3183'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3183'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6950 ***********************************************************************
 AA6950  DESIGNATION -  24 40
 AA6950  PID         -  AA6950
 AA6950  STATE/COUNTY-  AL/DALLAS
 AA6950  USGS QUAD   -  BLACKWELL BEND (1987)
 AA6950
 AA6950                         *CURRENT SURVEY CONTROL
 AA6950  ___________________________________________________________________
 AA6950* NAD 83(1992)-  32 21 33.76701(N)    087 04 26.60057(W)     ADJUSTED  
 AA6950* NAVD 88     -        34.5    (meters)     113.     (feet)  VERTCON   
 AA6950  ___________________________________________________________________
 AA6950  X           -     275,278.403 (meters)                     COMP
 AA6950  Y           -  -5,385,809.183 (meters)                     COMP
 AA6950  Z           -   3,394,164.446 (meters)                     COMP
 AA6950  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AA6950  ELLIP HEIGHT-           6.33  (meters)          (07/29/02) GPS OBS
 AA6950  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA6950
 AA6950  HORZ ORDER  -  FIRST
 AA6950  ELLP ORDER  -  FOURTH    CLASS I
 AA6950
 AA6950.The horizontal coordinates were established by GPS observations
 AA6950.and adjusted by the National Geodetic Survey in July 1995..
 AA6950
 AA6950.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6950
 AA6950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6950
 AA6950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6950
 AA6950.The ellipsoidal height was determined by GPS observations
 AA6950.and is referenced to NAD 83.
 AA6950
 AA6950.The geoid height was determined by GEOID03.
 AA6950
 AA6950;                    North         East     Units Scale Factor Converg.
 AA6950;SPC AL W     -   261,652.957   640,088.518   MT  0.99995314   +0 13 40.7
 AA6950;UTM  16      - 3,580,273.766   493,032.463   MT  0.99960060   -0 02 22.7
 AA6950
 AA6950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6950!SPC AL W     -   0.99999901  x   0.99995314  =   0.99995215
 AA6950!UTM  16      -   0.99999901  x   0.99960060  =   0.99959961
 AA6950
 AA6950                          SUPERSEDED SURVEY CONTROL
 AA6950
 AA6950  ELLIP H (07/21/95)    6.40   (m)                       GP(       ) 3 2
 AA6950  NGVD 29 (07/21/95)   34.4    (m)          113.     (f) GPS OBS        
 AA6950
 AA6950.Superseded values are not recommended for survey control.
 AA6950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6950.See file dsdata.txt to determine how the superseded data were derived.
 AA6950
 AA6950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA9303280274(NAD 83)
 AA6950_MARKER: DD = SURVEY DISK
 AA6950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6950_STAMPING: 24-40 1994
 AA6950_MARK LOGO: ALHD  
 AA6950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6950+STABILITY: SURFACE MOTION
 AA6950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6950+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6950
 AA6950  HISTORY     - Date     Condition        Report By
 AA6950  HISTORY     - 1994     MONUMENTED       ALHD
 AA6950
 AA6950                          STATION DESCRIPTION
 AA6950
 AA6950'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6950'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA6950'OF DALLAS COUNTY ROAD NO. 17, ABOUT 4.65 MI (7.48 KM) SOUTHWEST OF
 AA6950'SELMA AND ABOUT 10.55 MI (16.98 KM) NORTHEAST OF ORRVILLE. TO REACH
 AA6950'THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 219 (MILE POST 19.20
 AA6950'ON ALA 22 AND MILE POST 494.15 ON ALA 219) AT THE SOUTHWEST CORNER OF
 AA6950'SELMA, DRIVE SOUTHWEST ON ALA 22 FOR 0.95 MI (1.53 KM) TO MILE POST
 AA6950'18.25 AND DALLAS COUNTY ROAD NO. 17 ON THE LEFT, TURN LEFT ON DALLAS
 AA6950'COUNTY ROAD NO. 17 AND DRIVE SOUTHEAST FOR 0.20 MI (0.32 KM) TO DALLAS
 AA6950'COUNTY ROAD NO. 46 LEFT AND RIGHT, TURN RIGHT ON DALLAS COUNTY ROAD
 AA6950'NO. 46 AND DRIVE SOUTHWEST FOR 0.05 MI (0.08 KM) TO DALLAS COUNTY ROAD
 AA6950'NO. 17 ON THE LEFT, TURN LEFT ON DALLAS COUNTY ROAD NO. 17 AND DRIVE
 AA6950'SOUTHEAST FOR 1.95 MI (3.14 KM) TO THE STATION ON THE RIGHT. THE
 AA6950'STATION IS LOCATED IN FRONT OF TWO CONNECTED POSTS IN THE FENCE LINE,
 AA6950'3.0 FT (0.9 M) NORTHEAST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED
 AA6950'WIRE ON TREATED WOOD POSTS, 3.7 FT (1.1 M) EAST OF THE NORTHWEST ONE
 AA6950'OF TWO CONNECTED POSTS IN THE FENCE LINE, 4.4 FT (1.3 M) NORTH OF THE
 AA6950'SOUTHEAST ONE OF TWO CONNECTED POSTS IN THE FENCE LINE, 38.0 FT (11.6
 AA6950'M) SOUTHWEST OF THE CENTERLINE OF DALLAS COUNTY ROAD NO. 17, 79.3 FT
 AA6950'(24.2 M) NORTHWEST OF CABLE POLE NO. 34, 2.4 FT (0.7 M) NORTHEAST OF A
 AA6950'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 24-41
 AA6950'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6951 ***********************************************************************
 AA6951  DESIGNATION -  24 41
 AA6951  PID         -  AA6951
 AA6951  STATE/COUNTY-  AL/DALLAS
 AA6951  USGS QUAD   -  BLACKWELL BEND (1987)
 AA6951
 AA6951                         *CURRENT SURVEY CONTROL
 AA6951  ___________________________________________________________________
 AA6951* NAD 83(1992)-  32 21 21.49839(N)    087 04 08.33390(W)     ADJUSTED  
 AA6951* NAVD 88     -        34.0    (meters)     112.     (feet)  VERTCON   
 AA6951  ___________________________________________________________________
 AA6951  X           -     275,765.691 (meters)                     COMP
 AA6951  Y           -  -5,385,986.436 (meters)                     COMP
 AA6951  Z           -   3,393,844.990 (meters)                     COMP
 AA6951  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AA6951  ELLIP HEIGHT-           5.92  (meters)          (07/29/02) GPS OBS
 AA6951  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AA6951
 AA6951  HORZ ORDER  -  FIRST
 AA6951  ELLP ORDER  -  FOURTH    CLASS I
 AA6951
 AA6951.The horizontal coordinates were established by GPS observations
 AA6951.and adjusted by the National Geodetic Survey in July 1995..
 AA6951
 AA6951.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6951
 AA6951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6951
 AA6951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6951
 AA6951.The ellipsoidal height was determined by GPS observations
 AA6951.and is referenced to NAD 83.
 AA6951
 AA6951.The geoid height was determined by GEOID03.
 AA6951
 AA6951;                    North         East     Units Scale Factor Converg.
 AA6951;SPC AL W     -   261,276.971   640,567.599   MT  0.99995362   +0 13 50.4
 AA6951;UTM  16      - 3,579,895.680   493,509.614   MT  0.99960052   -0 02 12.9
 AA6951
 AA6951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6951!SPC AL W     -   0.99999907  x   0.99995362  =   0.99995269
 AA6951!UTM  16      -   0.99999907  x   0.99960052  =   0.99959959
 AA6951
 AA6951                          SUPERSEDED SURVEY CONTROL
 AA6951
 AA6951  ELLIP H (07/21/95)    5.99   (m)                       GP(       ) 3 2
 AA6951  NGVD 29 (07/21/95)   34.0    (m)          112.     (f) GPS OBS        
 AA6951
 AA6951.Superseded values are not recommended for survey control.
 AA6951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6951.See file dsdata.txt to determine how the superseded data were derived.
 AA6951
 AA6951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA9351079896(NAD 83)
 AA6951_MARKER: DD = SURVEY DISK
 AA6951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6951_STAMPING: 24-41 1994
 AA6951_MARK LOGO: ALHD  
 AA6951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6951+STABILITY: SURFACE MOTION
 AA6951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6951+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 AA6951
 AA6951  HISTORY     - Date     Condition        Report By
 AA6951  HISTORY     - 1994     MONUMENTED       ALHD
 AA6951  HISTORY     - 19980713 GOOD             JCLS
 AA6951
 AA6951                          STATION DESCRIPTION
 AA6951
 AA6951'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6951'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA6951'DALLAS COUNTY ROAD NO. 17, ABOUT 4.65 MI (7.48 KM) SOUTHWEST OF SELMA
 AA6951'AND ABOUT 10.75 MI (17.30 KM) NORTHEAST OF ORRVILLE. TO REACH THE
 AA6951'STATION FROM THE JUNCTION OF ALA 22 AND ALA 219 (MILE POST 19.20 ON
 AA6951'ALA 22 AND MILE POST 494.15 ON ALA 219) AT THE SOUTHWEST CORNER OF
 AA6951'SELMA, DRIVE SOUTHWEST ON ALA 22 FOR 0.95 MI (1.53 KM) TO MILE POST
 AA6951'18.25 AND DALLAS COUNTY ROAD NO. 17 ON THE LEFT, TURN LEFT ON DALLAS
 AA6951'COUNTY ROAD NO. 17 AND DRIVE SOUTHEAST FOR 0.20 MI (0.32 KM) TO DALLAS
 AA6951'COUNTY ROAD NO. 46 LEFT AND RIGHT, TURN RIGHT ON DALLAS COUNTY ROAD
 AA6951'NO. 46 AND DRIVE SOUTHWEST FOR 0.05 MI (0.08 KM) TO DALLAS COUNTY ROAD
 AA6951'NO. 17 ON THE LEFT, TURN LEFT ON DALLAS COUNTY ROAD NO. 17 AND DRIVE
 AA6951'SOUTHEAST FOR 1.55 MI (2.49 KM) TO THE STATION ON THE RIGHT. THE
 AA6951'STATION IS 3.1 FT (0.9 M) NORTH-NORTHEAST OF A HOG WIRE FENCE WITH ONE
 AA6951'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 36.8 FT (11.2 M)
 AA6951'SOUTH-SOUTHWEST OF THE CENTERLINE OF DALLAS COUNTY ROAD NO. 17, 86.9
 AA6951'FT (26.5 M) EAST-SOUTHEAST OF POWER AND CABLE POLE NO. 41, 138.5 FT
 AA6951'(42.2 M) WEST-NORTHWEST OF POWER AND CABLE POLE NO. 42 WITH TWO GUY
 AA6951'WIRES, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA6951'WITH THE GROUND. STATION 24-40 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6951'STATION.
 AA6951
 AA6951                          STATION RECOVERY (1998)
 AA6951
 AA6951'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA6951'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6952 ***********************************************************************
 AA6952  DESIGNATION -  24 42
 AA6952  PID         -  AA6952
 AA6952  STATE/COUNTY-  AL/DALLAS
 AA6952  USGS QUAD   -  ORRVILLE (1987)
 AA6952
 AA6952                         *CURRENT SURVEY CONTROL
 AA6952  ___________________________________________________________________
 AA6952* NAD 83(1992)-  32 18 06.06469(N)    087 08 24.42727(W)     ADJUSTED  
 AA6952* NAVD 88     -        81.7    (meters)     268.     (feet)  VERTCON   
 AA6952  ___________________________________________________________________
 AA6952  X           -     269,241.014 (meters)                     COMP
 AA6952  Y           -  -5,389,580.414 (meters)                     COMP
 AA6952  Z           -   3,388,783.648 (meters)                     COMP
 AA6952  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AA6952  ELLIP HEIGHT-          53.74  (meters)          (07/29/02) GPS OBS
 AA6952  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA6952
 AA6952  HORZ ORDER  -  FIRST
 AA6952  ELLP ORDER  -  FOURTH    CLASS I
 AA6952
 AA6952.The horizontal coordinates were established by GPS observations
 AA6952.and adjusted by the National Geodetic Survey in July 1995..
 AA6952
 AA6952.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6952
 AA6952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6952
 AA6952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6952
 AA6952.The ellipsoidal height was determined by GPS observations
 AA6952.and is referenced to NAD 83.
 AA6952
 AA6952.The geoid height was determined by GEOID03.
 AA6952
 AA6952;                    North         East     Units Scale Factor Converg.
 AA6952;SPC AL W     -   255,232.548   633,892.334   MT  0.99994749   +0 11 32.3
 AA6952;UTM  16      - 3,573,884.576   486,808.554   MT  0.99960215   -0 04 29.6
 AA6952
 AA6952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6952!SPC AL W     -   0.99999156  x   0.99994749  =   0.99993905
 AA6952!UTM  16      -   0.99999156  x   0.99960215  =   0.99959372
 AA6952
 AA6952:                Primary Azimuth Mark                     Grid Az
 AA6952:SPC AL W     -  24 43                                    046 55 54.3
 AA6952:UTM  16      -  24 43                                    047 11 56.2
 AA6952
 AA6952|---------------------------------------------------------------------|
 AA6952| PID    Reference Object                     Distance      Geod. Az  |
 AA6952|                                                           dddmmss.s |
 AA6952| AA6953 24 43                               445.512 METERS 0470726.6 |
 AA6952|---------------------------------------------------------------------|
 AA6952
 AA6952                          SUPERSEDED SURVEY CONTROL
 AA6952
 AA6952  ELLIP H (07/21/95)   53.81   (m)                       GP(       ) 3 2
 AA6952  NGVD 29 (07/21/95)   81.7    (m)          268.     (f) GPS OBS        
 AA6952
 AA6952.Superseded values are not recommended for survey control.
 AA6952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6952.See file dsdata.txt to determine how the superseded data were derived.
 AA6952
 AA6952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8680973885(NAD 83)
 AA6952_MARKER: DD = SURVEY DISK
 AA6952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6952_STAMPING: 24-42 1994
 AA6952_MARK LOGO: ALHD  
 AA6952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6952+STABILITY: SURFACE MOTION
 AA6952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6952+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6952
 AA6952  HISTORY     - Date     Condition        Report By
 AA6952  HISTORY     - 1994     MONUMENTED       ALHD
 AA6952
 AA6952                          STATION DESCRIPTION
 AA6952
 AA6952'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6952'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA6952'OF DALLAS COUNTY ROAD NO. 2, ABOUT 6.10 MI (9.82 KM) EAST OF ORRVILLE
 AA6952'AND ABOUT 10.20 MI (16.41 KM) SOUTHWEST OF SELMA. TO REACH THE STATION
 AA6952'FROM THE JUNCTION OF ALA 22 AND ALA 219 (MILE POST 19.20 ON ALA 22 AND
 AA6952'MILE POST 494.15 ON ALA 219) AT THE SOUTHWEST CORNER OF SELMA, DRIVE
 AA6952'SOUTHWEST ON ALA 22 FOR 4.25 MI (6.84 KM) TO MILE POST 14.95 AND
 AA6952'DALLAS COUNTY ROAD NO. 9 ON THE LEFT, TURN LEFT ON DALLAS COUNTY ROD
 AA6952'NO. 9 AND DRIVE SOUTHEAST FOR 3.45 MI (5.55 KM) TO DALLAS COUNTY ROAD
 AA6952'NO. 2 LEFT AND RIGHT, TURN RIGHT ON DALLAS COUNTY ROAD NO. 2 AND DRIVE
 AA6952'SOUTHWEST FOR 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT. THE
 AA6952'STATION IS 9.7 FT (3.0 M) NORTH-NORTHEAST OF A CEDAR FENCE POST, 16.4
 AA6952'FT (5.0 M) EAST OF THE NORTHEAST END OF A FIFTEEN-INCH CONCRETE PIPE
 AA6952'UNDER A FIELD ROAD, 24.0 FT (7.3 M) NORTHEAST OF THE CENTER OF A FIELD
 AA6952'ROAD, 34.8 FT (10.6 M) SOUTHEAST OF THE CENTERLINE OF DALLAS COUNTY
 AA6952'ROAD NO. 2, 2.0 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA6952'SET FLUSH WITH THE GROUND. STATION 24-43 1994 MAY BE USED AS AN
 AA6952'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6953 ***********************************************************************
 AA6953  DESIGNATION -  24 43
 AA6953  PID         -  AA6953
 AA6953  STATE/COUNTY-  AL/DALLAS
 AA6953  USGS QUAD   -  ORRVILLE (1987)
 AA6953
 AA6953                         *CURRENT SURVEY CONTROL
 AA6953  ___________________________________________________________________
 AA6953* NAD 83(1992)-  32 18 15.90540(N)    087 08 11.94747(W)     ADJUSTED  
 AA6953* NAVD 88     -        82.5    (meters)     271.     (feet)  VERTCON   
 AA6953  ___________________________________________________________________
 AA6953  X           -     269,559.043 (meters)                     COMP
 AA6953  Y           -  -5,389,402.957 (meters)                     COMP
 AA6953  Z           -   3,389,040.264 (meters)                     COMP
 AA6953  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AA6953  ELLIP HEIGHT-          54.49  (meters)          (07/29/02) GPS OBS
 AA6953  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AA6953
 AA6953  HORZ ORDER  -  FIRST
 AA6953  ELLP ORDER  -  FOURTH    CLASS I
 AA6953
 AA6953.The horizontal coordinates were established by GPS observations
 AA6953.and adjusted by the National Geodetic Survey in July 1995..
 AA6953
 AA6953.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6953
 AA6953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6953
 AA6953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6953
 AA6953.The ellipsoidal height was determined by GPS observations
 AA6953.and is referenced to NAD 83.
 AA6953
 AA6953.The geoid height was determined by GEOID03.
 AA6953
 AA6953;                    North         East     Units Scale Factor Converg.
 AA6953;SPC AL W     -   255,536.759   634,217.782   MT  0.99994777   +0 11 39.1
 AA6953;UTM  16      - 3,574,187.161   487,135.304   MT  0.99960204   -0 04 22.9
 AA6953
 AA6953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6953!SPC AL W     -   0.99999144  x   0.99994777  =   0.99993921
 AA6953!UTM  16      -   0.99999144  x   0.99960204  =   0.99959349
 AA6953
 AA6953:                Primary Azimuth Mark                     Grid Az
 AA6953:SPC AL W     -  24 42                                    226 55 54.2
 AA6953:UTM  16      -  24 42                                    227 11 56.2
 AA6953
 AA6953|---------------------------------------------------------------------|
 AA6953| PID    Reference Object                     Distance      Geod. Az  |
 AA6953|                                                           dddmmss.s |
 AA6953| AA6952 24 42                               445.512 METERS 2270733.3 |
 AA6953|---------------------------------------------------------------------|
 AA6953
 AA6953                          SUPERSEDED SURVEY CONTROL
 AA6953
 AA6953  ELLIP H (07/21/95)   54.55   (m)                       GP(       ) 3 2
 AA6953  NGVD 29 (07/21/95)   82.4    (m)          270.     (f) GPS OBS        
 AA6953
 AA6953.Superseded values are not recommended for survey control.
 AA6953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6953.See file dsdata.txt to determine how the superseded data were derived.
 AA6953
 AA6953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8713574187(NAD 83)
 AA6953_MARKER: DD = SURVEY DISK
 AA6953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6953_STAMPING: 24-43 1994
 AA6953_MARK LOGO: ALHD  
 AA6953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6953+STABILITY: SURFACE MOTION
 AA6953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6953+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6953
 AA6953  HISTORY     - Date     Condition        Report By
 AA6953  HISTORY     - 1994     MONUMENTED       ALHD
 AA6953
 AA6953                          STATION DESCRIPTION
 AA6953
 AA6953'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6953'THE STATION IS LOCATED IN DALLAS COUNTY ON THE WEST RIGHT OF WAY OF
 AA6953'DALLAS COUNTY ROAD NO. 2, ABOUT 6.30 MI (10.14 KM) EAST OF ORRVILLE
 AA6953'AND ABOUT 9.90 MI (15.93 KM) SOUTHWEST OF SELMA. TO REACH THE STATION
 AA6953'FROM THE JUNCTION OF ALA 22 AND ALA 219 (MILE POST 19.20 ON ALA 22 AND
 AA6953'MILE POST 494.15 ON ALA 219) AT THE SOUTHWEST CORNER OF SELMA, DRIVE
 AA6953'SOUTHWEST ON ALA 22 FOR 4.25 MI (6.84 KM) TO MILE POST 14.95 AND
 AA6953'DALLAS COUNTY ROAD NO. 9 ON THE LEFT, TURN LEFT ON DALLAS COUNTY ROD
 AA6953'NO. 9 AND DRIVE SOUTHEAST FOR 3.45 MI (5.55 KM) TO DALLAS COUNTY ROAD
 AA6953'NO. 2 LEFT AND RIGHT, TURN RIGHT ON DALLAS COUNTY ROAD NO. 2 AND DRIVE
 AA6953'SOUTHWEST FOR 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT. THE
 AA6953'STATION IS 32.0 FT (9.8 M) WEST-NORTHWEST OF THE CENTERLINE OF DALLAS
 AA6953'COUNTY ROAD NO. 2, 74.0 FT (22.6 M) NORTHWEST OF POWER POLE NO. 87210
 AA6953'ACROSS THE ROAD, 2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST,
 AA6953'AND SET FLUSH WITH THE GROUND. STATION 24-42 1994 MAY BE USED AS AN
 AA6953'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6954 ***********************************************************************
 AA6954  DESIGNATION -  24 44
 AA6954  PID         -  AA6954
 AA6954  STATE/COUNTY-  AL/DALLAS
 AA6954  USGS QUAD   -  TASSO (1987)
 AA6954
 AA6954                         *CURRENT SURVEY CONTROL
 AA6954  ___________________________________________________________________
 AA6954* NAD 83(1992)-  32 11 57.22475(N)    087 09 19.52192(W)     ADJUSTED  
 AA6954* NAVD 88     -        34.2    (meters)     112.     (feet)  VERTCON   
 AA6954  ___________________________________________________________________
 AA6954  X           -     268,100.304 (meters)                     COMP
 AA6954  Y           -  -5,395,667.495 (meters)                     COMP
 AA6954  Z           -   3,379,149.782 (meters)                     COMP
 AA6954  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AA6954  ELLIP HEIGHT-           6.51  (meters)          (07/29/02) GPS OBS
 AA6954  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AA6954
 AA6954  HORZ ORDER  -  FIRST
 AA6954  ELLP ORDER  -  FOURTH    CLASS I
 AA6954
 AA6954.The horizontal coordinates were established by GPS observations
 AA6954.and adjusted by the National Geodetic Survey in July 1995..
 AA6954
 AA6954.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6954
 AA6954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6954
 AA6954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6954
 AA6954.The ellipsoidal height was determined by GPS observations
 AA6954.and is referenced to NAD 83.
 AA6954
 AA6954.The geoid height was determined by GEOID03.
 AA6954
 AA6954;                    North         East     Units Scale Factor Converg.
 AA6954;SPC AL W     -   243,867.064   632,487.503   MT  0.99994634   +0 11 01.0
 AA6954;UTM  16      - 3,562,529.670   485,351.315   MT  0.99960265   -0 04 58.2
 AA6954
 AA6954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6954!SPC AL W     -   0.99999898  x   0.99994634  =   0.99994532
 AA6954!UTM  16      -   0.99999898  x   0.99960265  =   0.99960163
 AA6954
 AA6954                          SUPERSEDED SURVEY CONTROL
 AA6954
 AA6954  ELLIP H (07/21/95)    6.57   (m)                       GP(       ) 3 2
 AA6954  NGVD 29 (07/21/95)   34.2    (m)          112.     (f) GPS OBS        
 AA6954
 AA6954.Superseded values are not recommended for survey control.
 AA6954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6954.See file dsdata.txt to determine how the superseded data were derived.
 AA6954
 AA6954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8535162530(NAD 83)
 AA6954_MARKER: DD = SURVEY DISK
 AA6954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6954_STAMPING: 24-44 1994
 AA6954_MARK LOGO: ALHD  
 AA6954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6954+STABILITY: SURFACE MOTION
 AA6954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6954+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 AA6954
 AA6954  HISTORY     - Date     Condition        Report By
 AA6954  HISTORY     - 1994     MONUMENTED       ALHD
 AA6954  HISTORY     - 20050628 GOOD             ALDOT
 AA6954
 AA6954                          STATION DESCRIPTION
 AA6954
 AA6954'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6954'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA6954'OF DALLAS COUNTY ROAD NO. 33, ABOUT 9.00 MI (14.48 KM) EAST-SOUTHEAST
 AA6954'OF ORRVILLE AND ABOUT 10.40 MI (16.74 KM) NORTHWEST OF CARLOWVILLE. TO
 AA6954'REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 219 (MILE POST
 AA6954'19.20 ON ALA 22 AND MILE POST 494.15 ON ALA 219) AT THE SOUTHWEST
 AA6954'CORNER OF SELMA, DRIVE SOUTHWEST ON ALA 22 FOR 10.95 MI (17.62 KM) TO
 AA6954'MILE POST 8.25 AND DALLAS COUNTY ROAD NO. 33 LEFT AND RIGHT, TURN LEFT
 AA6954'ON DALLAS COUNTY ROAD NO. 33 AND DRIVE SOUTH FOR 4.20 MI (6.76 KM) TO
 AA6954'AN INTERSECTION WITH DALLAS COUNTY GRAVEL ROAD NO. 960 RIGHT, DALLAS
 AA6954'COUNTY GRAVEL ROAD NO. 094 LEFT, DALLAS COUNTY ROAD NO. 31 AHEAD AND
 AA6954'DALLAS COUNTY ROAD NO. 33 AT AN ANGLE TO THE LEFT, BEAR LEFT ON DALLAS
 AA6954'COUNTY ROAD NO. 33 AND DRIVE SOUTHEAST AND EAST FOR 5.25 MI (8.45 KM)
 AA6954'TO A T-INTERSECTION WITH DALLAS COUNTY GRAVEL ROAD NO. 948 ON THE LEFT
 AA6954'AND DALLAS COUNTY ROAD NO. 33 ON THE RIGHT, TURN RIGHT ON DALLAS
 AA6954'COUNTY ROAD NO. 33 AND DRIVE SOUTH FOR 0.90 MI (1.45 KM) TO A
 AA6954'Y-INTERSECTION WITH DALLAS COUNTY ROAD NO. 33 ON THE LEFT AND DALLAS
 AA6954'COUNTY GRAVEL ROAD NO. 949 ON THE RIGHT, BEAR LEFT ON DALLAS COUNTY
 AA6954'ROAD NO. 33 AND DRIVE SOUTHEAST FOR 0.30 MI (0.48 KM) TO THE STATION
 AA6954'ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M) NORTHWEST OF TELEPHONE
 AA6954'CABLE PEDESTAL NO. 32 28 1/2, 28.0 FT (8.5 M) SOUTHWEST OF THE
 AA6954'CENTERLINE OF DALLAS COUNTY ROAD NO. 33, 94.0 FT (28.7 M) SOUTHEAST OF
 AA6954'JUNCTION POWER POLE NO. 10 71 68, 98.7 FT (30.1 M) SOUTHEAST OF
 AA6954'TELEPHONE CABLE PEDESTAL NO. 32 28, 104.8 FT (31.9 M) SOUTH-SOUTHEAST
 AA6954'OF POWER LINE GUY POLE NO. 1 ACROSS THE ROAD, 111.3 FT (33.9 M)
 AA6954'SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 100 1 ACROSS THE ROAD,
 AA6954'1.9 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA6954'WITH THE GROUND. STATION 24-45 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6954'STATION.
 AA6954
 AA6954                          STATION RECOVERY (2005)
 AA6954
 AA6954'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA6954'MARK IS 1.9 FEET NORTHEAST OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6955 ***********************************************************************
 AA6955  DESIGNATION -  24 45
 AA6955  PID         -  AA6955
 AA6955  STATE/COUNTY-  AL/DALLAS
 AA6955  USGS QUAD   -  TASSO (1987)
 AA6955
 AA6955                         *CURRENT SURVEY CONTROL
 AA6955  ___________________________________________________________________
 AA6955* NAD 83(1992)-  32 11 42.69106(N)    087 09 01.34156(W)     ADJUSTED  
 AA6955* NAVD 88     -        34.5    (meters)     113.     (feet)  VERTCON   
 AA6955  ___________________________________________________________________
 AA6955  X           -     268,587.753 (meters)                     COMP
 AA6955  Y           -  -5,395,882.341 (meters)                     COMP
 AA6955  Z           -   3,378,771.107 (meters)                     COMP
 AA6955  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AA6955  ELLIP HEIGHT-           6.81  (meters)          (07/29/02) GPS OBS
 AA6955  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AA6955
 AA6955  HORZ ORDER  -  FIRST
 AA6955  ELLP ORDER  -  FOURTH    CLASS I
 AA6955
 AA6955.The horizontal coordinates were established by GPS observations
 AA6955.and adjusted by the National Geodetic Survey in July 1995..
 AA6955
 AA6955.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6955
 AA6955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6955
 AA6955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6955
 AA6955.The ellipsoidal height was determined by GPS observations
 AA6955.and is referenced to NAD 83.
 AA6955
 AA6955.The geoid height was determined by GEOID03.
 AA6955
 AA6955;                    North         East     Units Scale Factor Converg.
 AA6955;SPC AL W     -   243,420.948   632,965.096   MT  0.99994673   +0 11 10.6
 AA6955;UTM  16      - 3,562,081.493   485,826.664   MT  0.99960248   -0 04 48.4
 AA6955
 AA6955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6955!SPC AL W     -   0.99999893  x   0.99994673  =   0.99994566
 AA6955!UTM  16      -   0.99999893  x   0.99960248  =   0.99960141
 AA6955
 AA6955                          SUPERSEDED SURVEY CONTROL
 AA6955
 AA6955  ELLIP H (07/21/95)    6.87   (m)                       GP(       ) 3 2
 AA6955  NGVD 29 (07/21/95)   34.5    (m)          113.     (f) GPS OBS        
 AA6955
 AA6955.Superseded values are not recommended for survey control.
 AA6955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6955.See file dsdata.txt to determine how the superseded data were derived.
 AA6955
 AA6955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8582762081(NAD 83)
 AA6955_MARKER: DD = SURVEY DISK
 AA6955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6955_STAMPING: 24-45 1994
 AA6955_MARK LOGO: ALHD  
 AA6955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6955+STABILITY: SURFACE MOTION
 AA6955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6955+SATELLITE: SATELLITE OBSERVATIONS - June 28, 2005
 AA6955
 AA6955  HISTORY     - Date     Condition        Report By
 AA6955  HISTORY     - 1994     MONUMENTED       ALHD
 AA6955  HISTORY     - 20050628 GOOD             ALDOT
 AA6955
 AA6955                          STATION DESCRIPTION
 AA6955
 AA6955'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6955'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA6955'OF DALLAS COUNTY ROAD NO. 33, ABOUT 9.40 MI (15.13 KM) EAST-SOUTHEAST
 AA6955'OF ORRVILLE AND ABOUT 10.00 MI (16.09 KM) NORTHWEST OF CARLOWVILLE. TO
 AA6955'REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 219 (MILE POST
 AA6955'19.20 ON ALA 22 AND MILE POST 494.15 ON ALA 219) AT THE SOUTHWEST
 AA6955'CORNER OF SELMA, DRIVE SOUTHWEST ON ALA 22 FOR 10.95 MI (17.62 KM) TO
 AA6955'MILE POST 8.25 AND DALLAS COUNTY ROAD NO. 33 LEFT AND RIGHT, TURN LEFT
 AA6955'ON DALLAS COUNTY ROAD NO. 33 AND DRIVE SOUTH FOR 4.20 MI (6.76 KM) TO
 AA6955'AN INTERSECTION WITH DALLAS COUNTY GRAVEL ROAD NO. 960 RIGHT, DALLAS
 AA6955'COUNTY GRAVEL ROAD NO. 094 LEFT, DALLAS COUNTY ROAD NO. 31 AHEAD AND
 AA6955'DALLAS COUNTY ROAD NO. 33 AT AN ANGLE TO THE LEFT, BEAR LEFT ON DALLAS
 AA6955'COUNTY ROAD NO. 33 AND DRIVE SOUTHEAST AND EAST FOR 5.25 MI (8.45 KM)
 AA6955'TO A T-INTERSECTION WITH DALLAS COUNTY GRAVEL ROAD NO. 948 ON THE LEFT
 AA6955'AND DALLAS COUNTY ROAD NO. 33 ON THE RIGHT, TURN RIGHT ON DALLAS
 AA6955'COUNTY ROAD NO. 33 AND DRIVE SOUTH FOR 0.90 MI (1.45 KM) TO A
 AA6955'Y-INTERSECTION WITH DALLAS COUNTY ROAD NO. 33 ON THE LEFT AND DALLAS
 AA6955'COUNTY GRAVEL ROAD NO. 949 ON THE RIGHT, BEAR LEFT ON DALLAS COUNTY
 AA6955'ROAD NO. 33 AND DRIVE SOUTHEAST FOR 0.70 MI (1.13 KM) TO THE STATION
 AA6955'ON THE RIGHT. THE STATION IS 25.5 FT (7.8 M) SOUTHWEST OF THE
 AA6955'CENTERLINE OF DALLAS COUNTY ROAD NO. 33, 84.2 FT (25.7 M) NORTHWEST OF
 AA6955'THE NORTHWEST CORNER OF AN OLD FENCE, 94.9 FT (28.9 M) SOUTHEAST OF
 AA6955'POWER POLE NO. 10 72 13, 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE
 AA6955'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 24-44 1994 MAY BE
 AA6955'USED AS AN AZIMUTH FOR THIS STATION.
 AA6955
 AA6955                          STATION RECOVERY (2005)
 AA6955
 AA6955'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA6955'MARK IS 8.0 FEET NORTHEAST OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6956 ***********************************************************************
 AA6956  DESIGNATION -  24 46
 AA6956  PID         -  AA6956
 AA6956  STATE/COUNTY-  AL/DALLAS
 AA6956  USGS QUAD   -  CRUMPTONIA (1974)
 AA6956
 AA6956                         *CURRENT SURVEY CONTROL
 AA6956  ___________________________________________________________________
 AA6956* NAD 83(1992)-  32 12 29.06730(N)    087 17 59.40688(W)     ADJUSTED  
 AA6956* NAVD 88     -        44.9    (meters)     147.     (feet)  VERTCON   
 AA6956  ___________________________________________________________________
 AA6956  X           -     254,475.619 (meters)                     COMP
 AA6956  Y           -  -5,395,812.719 (meters)                     COMP
 AA6956  Z           -   3,379,985.259 (meters)                     COMP
 AA6956  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 AA6956  ELLIP HEIGHT-          16.88  (meters)          (07/29/02) GPS OBS
 AA6956  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA6956
 AA6956  HORZ ORDER  -  FIRST
 AA6956  ELLP ORDER  -  FOURTH    CLASS I
 AA6956
 AA6956.The horizontal coordinates were established by GPS observations
 AA6956.and adjusted by the National Geodetic Survey in July 1995..
 AA6956
 AA6956.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6956
 AA6956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6956
 AA6956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6956
 AA6956.The ellipsoidal height was determined by GPS observations
 AA6956.and is referenced to NAD 83.
 AA6956
 AA6956.The geoid height was determined by GEOID03.
 AA6956
 AA6956;                    North         East     Units Scale Factor Converg.
 AA6956;SPC AL W     -   244,813.353   618,870.116   MT  0.99993772   +0 06 24.1
 AA6956;UTM  16      - 3,563,538.941   471,743.047   MT  0.99960985   -0 09 35.3
 AA6956
 AA6956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6956!SPC AL W     -   0.99999735  x   0.99993772  =   0.99993507
 AA6956!UTM  16      -   0.99999735  x   0.99960985  =   0.99960720
 AA6956
 AA6956:                Primary Azimuth Mark                     Grid Az
 AA6956:SPC AL W     -  24 47                                    040 02 20.3
 AA6956:UTM  16      -  24 47                                    040 18 19.7
 AA6956
 AA6956|---------------------------------------------------------------------|
 AA6956| PID    Reference Object                     Distance      Geod. Az  |
 AA6956|                                                           dddmmss.s |
 AA6956| AA6957 24 47                               APPROX. 0.5 KM 0400844.4 |
 AA6956|---------------------------------------------------------------------|
 AA6956
 AA6956                          SUPERSEDED SURVEY CONTROL
 AA6956
 AA6956  ELLIP H (07/21/95)   16.94   (m)                       GP(       ) 3 2
 AA6956  NGVD 29 (07/21/95)   44.8    (m)          147.     (f) GPS OBS        
 AA6956
 AA6956.Superseded values are not recommended for survey control.
 AA6956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6956.See file dsdata.txt to determine how the superseded data were derived.
 AA6956
 AA6956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7174363539(NAD 83)
 AA6956_MARKER: DD = SURVEY DISK
 AA6956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6956_STAMPING: 24-46 1994
 AA6956_MARK LOGO: ALHD  
 AA6956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6956+STABILITY: SURFACE MOTION
 AA6956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6956+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6956
 AA6956  HISTORY     - Date     Condition        Report By
 AA6956  HISTORY     - 1994     MONUMENTED       ALHD
 AA6956
 AA6956                          STATION DESCRIPTION
 AA6956
 AA6956'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6956'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA6956'OF DALLAS COUNTY GRAVEL ROAD NO. 094, ABOUT 6.90 MI (11.10 KM)
 AA6956'SOUTHEAST OF SAFFORD AND ABOUT 7.50 MI (12.07 KM) WEST-SOUTHWEST OF
 AA6956'ORRVILLE. TO REACH THE STATION FROM THE JUNCTION OF ALA 5 AND ALA 22
 AA6956'(MILE POST 0.00 ON ALA 22 AND MILE POST 36.85 ON ALA 5) AT SAFFORD,
 AA6956'DRIVE NORTHEAST ON ALA 22 FOR 4.35 MI (7.00 KM) TO MILE POST 4.35 AND
 AA6956'DALLAS COUNTY ROAD NO. 21 LEFT AND RIGHT, TURN RIGHT ON DALLAS COUNTY
 AA6956'ROAD NO. 21 AND DRIVE SOUTH FOR 7.00 MI (11.27 KM) TO DALLAS COUNTY
 AA6956'GRAVEL ROAD NO. 094 ON THE RIGHT IN A SHARP CURVE TO THE LEFT, TURN
 AA6956'RIGHT ON DALLAS COUNTY GRAVEL ROAD NO. 094 AND DRIVE SOUTHWEST FOR
 AA6956'0.70 MI (1.13 KM) TO THE STATION ON THE LEFT. THE STATION IS 22.5 FT
 AA6956'(6.9 M) SOUTHEAST OF THE CENTER OF DALLAS COUNTY GRAVEL ROAD NO. 094,
 AA6956'82.8 FT (25.2 M) EAST-SOUTHEAST OF POWER POLE NO. 105 17 1 ACROSS THE
 AA6956'ROAD, 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA6956'FLUSH WITH THE GROUND. STATION 24-47 1994 MAY BE USED AS AN AZIMUTH
 AA6956'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6957 ***********************************************************************
 AA6957  DESIGNATION -  24 47
 AA6957  PID         -  AA6957
 AA6957  STATE/COUNTY-  AL/DALLAS
 AA6957  USGS QUAD   -  CRUMPTONIA (1974)
 AA6957
 AA6957                         *CURRENT SURVEY CONTROL
 AA6957  ___________________________________________________________________
 AA6957* NAD 83(1992)-  32 12 41.61129(N)    087 17 46.96197(W)     ADJUSTED  
 AA6957* NAVD 88     -        40.0    (meters)     131.     (feet)  VERTCON   
 AA6957  ___________________________________________________________________
 AA6957  X           -     254,791.263 (meters)                     COMP
 AA6957  Y           -  -5,395,587.496 (meters)                     COMP
 AA6957  Z           -   3,380,309.579 (meters)                     COMP
 AA6957  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 AA6957  ELLIP HEIGHT-          11.99  (meters)          (07/29/02) GPS OBS
 AA6957  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA6957
 AA6957  HORZ ORDER  -  FIRST
 AA6957  ELLP ORDER  -  FOURTH    CLASS I
 AA6957
 AA6957.The horizontal coordinates were established by GPS observations
 AA6957.and adjusted by the National Geodetic Survey in July 1995..
 AA6957
 AA6957.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6957
 AA6957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6957
 AA6957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6957
 AA6957.The ellipsoidal height was determined by GPS observations
 AA6957.and is referenced to NAD 83.
 AA6957
 AA6957.The geoid height was determined by GEOID03.
 AA6957
 AA6957;                    North         East     Units Scale Factor Converg.
 AA6957;SPC AL W     -   245,200.332   619,195.279   MT  0.99993788   +0 06 30.7
 AA6957;UTM  16      - 3,563,924.276   472,069.899   MT  0.99960962   -0 09 28.7
 AA6957
 AA6957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6957!SPC AL W     -   0.99999812  x   0.99993788  =   0.99993600
 AA6957!UTM  16      -   0.99999812  x   0.99960962  =   0.99960774
 AA6957
 AA6957:                Primary Azimuth Mark                     Grid Az
 AA6957:SPC AL W     -  24 46                                    220 02 20.3
 AA6957:UTM  16      -  24 46                                    220 18 19.7
 AA6957
 AA6957|---------------------------------------------------------------------|
 AA6957| PID    Reference Object                     Distance      Geod. Az  |
 AA6957|                                                           dddmmss.s |
 AA6957| AA6956 24 46                               APPROX. 0.5 KM 2200851.0 |
 AA6957|---------------------------------------------------------------------|
 AA6957
 AA6957                          SUPERSEDED SURVEY CONTROL
 AA6957
 AA6957  ELLIP H (07/21/95)   12.05   (m)                       GP(       ) 3 2
 AA6957  NGVD 29 (07/21/95)   39.9    (m)          131.     (f) GPS OBS        
 AA6957
 AA6957.Superseded values are not recommended for survey control.
 AA6957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6957.See file dsdata.txt to determine how the superseded data were derived.
 AA6957
 AA6957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7207063924(NAD 83)
 AA6957_MARKER: DD = SURVEY DISK
 AA6957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6957_STAMPING: 24-47 1994
 AA6957_MARK LOGO: ALHD  
 AA6957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6957+STABILITY: SURFACE MOTION
 AA6957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6957+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6957
 AA6957  HISTORY     - Date     Condition        Report By
 AA6957  HISTORY     - 1994     MONUMENTED       ALHD
 AA6957
 AA6957                          STATION DESCRIPTION
 AA6957
 AA6957'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6957'THE STATION IS LOCATED IN DALLAS COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA6957'OF DALLAS COUNTY GRAVEL ROAD NO. 094, ABOUT 6.80 MI (10.94 KM)
 AA6957'SOUTHEAST OF SAFFORD AND ABOUT 7.30 MI (11.75 KM) WEST-SOUTHWEST OF
 AA6957'ORRVILLE. TO REACH THE STATION FROM THE JUNCTION OF ALA 5 AND ALA 22
 AA6957'(MILE POST 0.00 ON ALA 22 AND MILE POST 36.85 ON ALA 5) AT SAFFORD,
 AA6957'DRIVE NORTHEAST ON ALA 22 FOR 4.35 MI (7.00 KM) TO MILE POST 4.35 AND
 AA6957'DALLAS COUNTY ROAD NO. 21 LEFT AND RIGHT, TURN RIGHT ON DALLAS COUNTY
 AA6957'ROAD NO. 21 AND DRIVE SOUTH FOR 7.00 MI (11.27 KM) TO DALLAS COUNTY
 AA6957'GRAVEL ROAD NO. 094 ON THE RIGHT IN A SHARP CURVE TO THE LEFT, TURN
 AA6957'RIGHT ON DALLAS COUNTY GRAVEL ROAD NO. 094 AND DRIVE SOUTHWEST FOR
 AA6957'0.40 MI (0.64 KM) TO THE STATION ON THE RIGHT. THE STATION IS 33.0 FT
 AA6957'(10.1 M) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 129 1, 34.0 FT
 AA6957'(10.4 M) NORTHWEST OF THE CENTER OF DALLAS COUNTY GRAVEL ROAD NO. 094,
 AA6957'45.6 FT (13.9 M) NORTHEAST OF POWER POLE NO. 105 12 10, 59.0 FT (18.0
 AA6957'M) NORTH-NORTHEAST OF THE CENTER OF A GRAVEL FIELD ROAD, 1.6 FT (0.5
 AA6957'M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA6957'GROUND. STATION 24-46 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6919 ***********************************************************************
 AA6919  DESIGNATION -  24 48
 AA6919  PID         -  AA6919
 AA6919  STATE/COUNTY-  AL/DALLAS
 AA6919  USGS QUAD   -  SARDIS (1982)
 AA6919
 AA6919                         *CURRENT SURVEY CONTROL
 AA6919  ___________________________________________________________________
 AA6919* NAD 83(1992)-  32 16 51.38037(N)    086 52 39.11603(W)     ADJUSTED  
 AA6919* NAVD 88     -        65.1    (meters)     214.     (feet)  VERTCON   
 AA6919  ___________________________________________________________________
 AA6919  X           -     294,004.723 (meters)                     COMP
 AA6919  Y           -  -5,389,503.164 (meters)                     COMP
 AA6919  Z           -   3,386,830.104 (meters)                     COMP
 AA6919  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AA6919  ELLIP HEIGHT-          37.27  (meters)          (07/29/02) GPS OBS
 AA6919  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA6919
 AA6919  HORZ ORDER  -  FIRST
 AA6919  ELLP ORDER  -  FOURTH    CLASS I
 AA6919
 AA6919.The horizontal coordinates were established by GPS observations
 AA6919.and adjusted by the National Geodetic Survey in July 1995..
 AA6919
 AA6919.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6919
 AA6919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6919
 AA6919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6919
 AA6919.The ellipsoidal height was determined by GPS observations
 AA6919.and is referenced to NAD 83.
 AA6919
 AA6919.The geoid height was determined by GEOID03.
 AA6919
 AA6919;                    North         East     Units Scale Factor Converg.
 AA6919;SPC AL W     -   253,045.409   658,635.471   MT  0.99997572   +0 19 56.8
 AA6919;UTM  16      - 3,571,582.935   511,532.328   MT  0.99960164   +0 03 55.5
 AA6919
 AA6919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6919!SPC AL W     -   0.99999415  x   0.99997572  =   0.99996987
 AA6919!UTM  16      -   0.99999415  x   0.99960164  =   0.99959579
 AA6919
 AA6919                          SUPERSEDED SURVEY CONTROL
 AA6919
 AA6919  ELLIP H (07/21/95)   37.35   (m)                       GP(       ) 3 2
 AA6919  NGVD 29 (07/21/95)   65.0    (m)          213.     (f) GPS OBS        
 AA6919
 AA6919.Superseded values are not recommended for survey control.
 AA6919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6919.See file dsdata.txt to determine how the superseded data were derived.
 AA6919
 AA6919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1153271583(NAD 83)
 AA6919_MARKER: DD = SURVEY DISK
 AA6919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6919_STAMPING: 24-48 1994
 AA6919_MARK LOGO: ALHD  
 AA6919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6919+STABILITY: SURFACE MOTION
 AA6919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6919+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AA6919
 AA6919  HISTORY     - Date     Condition        Report By
 AA6919  HISTORY     - 1994     MONUMENTED       ALHD
 AA6919  HISTORY     - 20050629 GOOD             ALDOT
 AA6919
 AA6919                          STATION DESCRIPTION
 AA6919
 AA6919'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6919'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA6919'OF DALLAS COUNTY ROAD NO. 19, ABOUT 6.40 MI (10.30 KM) EAST OF SARDIS
 AA6919'AND ABOUT 12.25 MI (19.71 KM) SOUTHEAST OF SELMA. TO REACH THE STATION
 AA6919'FROM THE JUNCTION OF U.S. 80 EAST AND ALA 41 SOUTH (MILE POST 90.45 ON
 AA6919'U.S. 80 AND MILE POST 123.20 ON ALA 41) AT A TRAFFIC LIGHT NEAR CRAIG
 AA6919'FIELD, DRIVE EAST ON U.S. 80 FOR 10.15 MI (16.33 KM) TO MILE POST
 AA6919'100.60 AND DALLAS COUNTY ROAD NO. 19 ON THE RIGHT, TURN RIGHT ON
 AA6919'DALLAS COUNTY ROAD NO. 19 AND DRIVE SOUTHWEST FOR 2.65 MI (4.26 KM) TO
 AA6919'THE STATION ON THE LEFT. THE STATION IS 2.7 FT (0.8 M) NORTHWEST OF A
 AA6919'FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 37.3 FT (11.4 M)
 AA6919'SOUTHEAST OF THE CENTERLINE OF DALLAS COUNTY ROAD NO. 19, 148.4 FT
 AA6919'(45.2 M) NORTHEAST OF POWER POLE NO. 12 32, 162.0 FT (49.4 M)
 AA6919'NORTHEAST OF THE CENTER OF A FIELD ROAD, 189.2 FT (57.7 M) SOUTHWEST
 AA6919'OF POWER POLE NO. 12 33, 2.8 FT (0.9 M) NORTHWEST OF A CARSONITE
 AA6919'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 24-49 1994 MAY BE
 AA6919'USED AS AN AZIMUTH FOR THIS STATION.
 AA6919
 AA6919                          STATION RECOVERY (2005)
 AA6919
 AA6919'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA6919'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6920 ***********************************************************************
 AA6920  DESIGNATION -  24 49
 AA6920  PID         -  AA6920
 AA6920  STATE/COUNTY-  AL/DALLAS
 AA6920  USGS QUAD   -  BENTON (1982)
 AA6920
 AA6920                         *CURRENT SURVEY CONTROL
 AA6920  ___________________________________________________________________
 AA6920* NAD 83(1992)-  32 17 03.81465(N)    086 52 19.05476(W)     ADJUSTED  
 AA6920* NAVD 88     -        60.8    (meters)     199.     (feet)  VERTCON   
 AA6920  ___________________________________________________________________
 AA6920  X           -     294,517.542 (meters)                     COMP
 AA6920  Y           -  -5,389,266.649 (meters)                     COMP
 AA6920  Z           -   3,387,151.620 (meters)                     COMP
 AA6920  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA6920  ELLIP HEIGHT-          32.97  (meters)          (07/29/02) GPS OBS
 AA6920  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AA6920
 AA6920  HORZ ORDER  -  FIRST
 AA6920  ELLP ORDER  -  FOURTH    CLASS I
 AA6920
 AA6920.The horizontal coordinates were established by GPS observations
 AA6920.and adjusted by the National Geodetic Survey in July 1995..
 AA6920
 AA6920.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6920
 AA6920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6920
 AA6920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6920
 AA6920.The ellipsoidal height was determined by GPS observations
 AA6920.and is referenced to NAD 83.
 AA6920
 AA6920.The geoid height was determined by GEOID03.
 AA6920
 AA6920;                    North         East     Units Scale Factor Converg.
 AA6920;SPC AL W     -   253,431.469   659,158.165   MT  0.99997648   +0 20 07.7
 AA6920;UTM  16      - 3,571,966.411   512,056.620   MT  0.99960179   +0 04 06.2
 AA6920
 AA6920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6920!SPC AL W     -   0.99999482  x   0.99997648  =   0.99997130
 AA6920!UTM  16      -   0.99999482  x   0.99960179  =   0.99959662
 AA6920
 AA6920                          SUPERSEDED SURVEY CONTROL
 AA6920
 AA6920  ELLIP H (07/21/95)   33.04   (m)                       GP(       ) 3 2
 AA6920  NGVD 29 (07/21/95)   60.7    (m)          199.     (f) GPS OBS        
 AA6920
 AA6920.Superseded values are not recommended for survey control.
 AA6920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6920.See file dsdata.txt to determine how the superseded data were derived.
 AA6920
 AA6920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1205771966(NAD 83)
 AA6920_MARKER: DD = SURVEY DISK
 AA6920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6920_STAMPING: 24-49 1994
 AA6920_MARK LOGO: ALHD  
 AA6920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6920+STABILITY: SURFACE MOTION
 AA6920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6920+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6920
 AA6920  HISTORY     - Date     Condition        Report By
 AA6920  HISTORY     - 1994     MONUMENTED       ALHD
 AA6920
 AA6920                          STATION DESCRIPTION
 AA6920
 AA6920'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6920'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA6920'OF DALLAS COUNTY ROAD NO. 19, ABOUT 6.75 MI (10.86 KM) EAST OF SARDIS
 AA6920'AND ABOUT 12.30 MI (19.79 KM) SOUTHEAST OF SELMA.  THE DISK HAS BEEN
 AA6920'RESTAMPED AND THE AREA BETWEEN THE 24 AND THE 49 IS DISFIGURED AND THE
 AA6920'DISK IS DENTED IN THAT AREA. TO REACH THE STATION FROM THE JUNCTION OF
 AA6920'U.S. 80 EAST AND ALA 41 SOUTH (MILE POST 90.45 ON U.S. 80 AND MILE
 AA6920'POST 123.20 ON ALA 41) AT A TRAFFIC LIGHT NEAR CRAIG FIELD, DRIVE EAST
 AA6920'ON U.S. 80 FOR 10.15 MI (16.33 KM) TO MILE POST 100.60 AND DALLAS
 AA6920'COUNTY ROAD NO. 19 ON THE RIGHT, TURN RIGHT ON DALLAS COUNTY ROAD NO.
 AA6920'19 AND DRIVE SOUTHWEST FOR 2.25 MI (3.62 KM) TO THE STATION ON THE
 AA6920'LEFT. THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A THREE STRAND BARBED
 AA6920'WIRE FENCE ON OLD WOOD POSTS, 38.0 FT (11.6 M) SOUTHEAST OF THE
 AA6920'CENTERLINE OF DALLAS COUNTY ROAD NO. 19, 142.1 FT (43.3 M) SOUTHWEST
 AA6920'OF POWER POLE NO. 12 40 WITH ONE GUY WIRE, 155.0 FT (47.2 M)
 AA6920'SOUTH-SOUTHWEST OF A CONCRETE WATER VALVE MARKER, 210.0 FT (64.0 M)
 AA6920'NORTHEAST OF POWER POLE NO. 12 39 WITH ONE GUY WIRE, 3.2 FT (1.0 M)
 AA6920'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA6920'STATION 24-48 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3184 ***********************************************************************
 CN3184  DESIGNATION -  24 5
 CN3184  PID         -  CN3184
 CN3184  STATE/COUNTY-  AL/DALLAS
 CN3184  USGS QUAD   -  SAFFORD (1979)
 CN3184
 CN3184                         *CURRENT SURVEY CONTROL
 CN3184  ___________________________________________________________________
 CN3184* NAD 83(1992)-  32 17 34.94085(N)    087 20 36.37469(W)     ADJUSTED  
 CN3184* NAVD 88     -        48.2    (meters)     158.     (feet)  VERTCON   
 CN3184  ___________________________________________________________________
 CN3184  X           -     250,136.408 (meters)                     COMP
 CN3184  Y           -  -5,390,984.960 (meters)                     COMP
 CN3184  Z           -   3,387,955.122 (meters)                     COMP
 CN3184  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 CN3184  ELLIP HEIGHT-          19.81  (meters)          (07/29/02) GPS OBS
 CN3184  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CN3184
 CN3184  HORZ ORDER  -  FIRST
 CN3184  ELLP ORDER  -  FOURTH    CLASS I
 CN3184
 CN3184.The horizontal coordinates were established by GPS observations
 CN3184.and adjusted by the National Geodetic Survey in December 1992..
 CN3184
 CN3184.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3184
 CN3184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3184
 CN3184.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3184
 CN3184.The ellipsoidal height was determined by GPS observations
 CN3184.and is referenced to NAD 83.
 CN3184
 CN3184.The geoid height was determined by GEOID03.
 CN3184
 CN3184;                    North         East     Units Scale Factor Converg.
 CN3184;SPC AL W     -   254,227.777   614,745.870   MT  0.99993601   +0 05 01.1
 CN3184;UTM  16      - 3,572,969.397   467,664.014   MT  0.99961289   -0 11 00.5
 CN3184
 CN3184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3184!SPC AL W     -   0.99999689  x   0.99993601  =   0.99993290
 CN3184!UTM  16      -   0.99999689  x   0.99961289  =   0.99960978
 CN3184
 CN3184                          SUPERSEDED SURVEY CONTROL
 CN3184
 CN3184  ELLIP H (12/04/92)   19.88   (m)                       GP(       ) 4 1
 CN3184  NAD 83(1986)-  32 17 34.94952(N)    087 20 36.37605(W) AD(       ) 1
 CN3184  NGVD 29 (12/04/92)   48.1    (m)          158.     (f) GPS OBS        
 CN3184
 CN3184.Superseded values are not recommended for survey control.
 CN3184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3184.See file dsdata.txt to determine how the superseded data were derived.
 CN3184
 CN3184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6766472969(NAD 83)
 CN3184_MARKER: DD = SURVEY DISK
 CN3184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3184_SP_SET: CONCRETE POST
 CN3184_STAMPING: 24-5 1991
 CN3184_MARK LOGO: ALHD  
 CN3184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3184+STABILITY: SURFACE MOTION
 CN3184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3184+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1992
 CN3184
 CN3184  HISTORY     - Date     Condition        Report By
 CN3184  HISTORY     - 1991     MONUMENTED       ALHD
 CN3184  HISTORY     - 19920317 GOOD
 CN3184
 CN3184                          STATION DESCRIPTION
 CN3184
 CN3184'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3184'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CN3184'OF ALA 22, ABOUT 5.80 MI (9.33 KM) WEST-SOUTHWEST OF ORRVILLE AND
 CN3184'ABOUT 10.20 MI (16.41 KM) SOUTH-SOUTHEAST OF BROWNS.
 CN3184'TO REACH THE STATION FROM THE JUNCTION OF ALA 5 AND ALA 22 (MILE POST
 CN3184'0 ON ALA 22 AND MILE POST 36.85 ON ALA 5) IN SAFFORD, DRIVE EAST ON
 CN3184'ALA 22 FOR 1.85 MI (2.98 KM) TO MILE POST 1.85 AND THE STATION ON THE
 CN3184'RIGHT.
 CN3184'THE STATION IS LOCATED IN FRONT OF TWO CONNECTED WOOD POSTS IN THE
 CN3184'FENCE LINE, 3.3 FT (1.0 M) NORTHWEST OF A HOG WIRE FENCE WITH TWO
 CN3184'STRANDS OF BARBED WIRE ON WHITE TOP GREEN STEEL POSTS, 4.5 FT
 CN3184'(1.4 M) NORTH-NORTHWEST OF THE SOUTHWEST ONE OF TWO CONNECTED CROSS
 CN3184'TIE POSTS, 4.7 FT (1.4 M) WEST OF THE NORTHEAST ONE OF TWO CONNECTED
 CN3184'CROSS TIE POSTS, 37.9 FT (11.6 M) SOUTHEAST OF THE CENTERLINE OF ALA
 CN3184'22, 92.4 FT (28.2 M) SOUTH-SOUTHEAST OF A POWER POLE ACROSS ALA 22,
 CN3184'2.8 FT (0.9 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 CN3184'FLUSH WITH THE GROUND.
 CN3184'STATION 24-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3184
 CN3184                          STATION RECOVERY (1992)
 CN3184
 CN3184'RECOVERED 1992
 CN3184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3185 ***********************************************************************
 CN3185  DESIGNATION -  24 6
 CN3185  PID         -  CN3185
 CN3185  STATE/COUNTY-  AL/DALLAS
 CN3185  USGS QUAD   -  SAFFORD (1979)
 CN3185
 CN3185                         *CURRENT SURVEY CONTROL
 CN3185  ___________________________________________________________________
 CN3185* NAD 83(1992)-  32 17 52.49082(N)    087 20 03.10310(W)     ADJUSTED  
 CN3185* NAVD 88     -        45.3    (meters)     149.     (feet)  VERTCON   
 CN3185  ___________________________________________________________________
 CN3185  X           -     250,992.452 (meters)                     COMP
 CN3185  Y           -  -5,390,653.596 (meters)                     COMP
 CN3185  Z           -   3,388,410.560 (meters)                     COMP
 CN3185  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 CN3185  ELLIP HEIGHT-          16.94  (meters)          (07/29/02) GPS OBS
 CN3185  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CN3185
 CN3185  HORZ ORDER  -  FIRST
 CN3185  ELLP ORDER  -  FOURTH    CLASS I
 CN3185
 CN3185.The horizontal coordinates were established by GPS observations
 CN3185.and adjusted by the National Geodetic Survey in December 1992..
 CN3185
 CN3185.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3185
 CN3185.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3185
 CN3185.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3185
 CN3185.The ellipsoidal height was determined by GPS observations
 CN3185.and is referenced to NAD 83.
 CN3185
 CN3185.The geoid height was determined by GEOID03.
 CN3185
 CN3185;                    North         East     Units Scale Factor Converg.
 CN3185;SPC AL W     -   254,769.648   615,615.504   MT  0.99993634   +0 05 18.9
 CN3185;UTM  16      - 3,573,507.034   468,535.884   MT  0.99961221   -0 10 42.8
 CN3185
 CN3185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3185!SPC AL W     -   0.99999734  x   0.99993634  =   0.99993368
 CN3185!UTM  16      -   0.99999734  x   0.99961221  =   0.99960955
 CN3185
 CN3185                          SUPERSEDED SURVEY CONTROL
 CN3185
 CN3185  ELLIP H (12/04/92)   17.00   (m)                       GP(       ) 4 1
 CN3185  NAD 83(1986)-  32 17 52.49950(N)    087 20 03.10446(W) AD(       ) 1
 CN3185  NGVD 29 (12/04/92)   45.2    (m)          148.     (f) GPS OBS        
 CN3185
 CN3185.Superseded values are not recommended for survey control.
 CN3185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3185.See file dsdata.txt to determine how the superseded data were derived.
 CN3185
 CN3185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6853673507(NAD 83)
 CN3185_MARKER: DD = SURVEY DISK
 CN3185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3185_SP_SET: CONCRETE POST
 CN3185_STAMPING: 24-6 1991
 CN3185_MARK LOGO: ALHD  
 CN3185_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3185+STABILITY: SURFACE MOTION
 CN3185_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3185+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1992
 CN3185
 CN3185  HISTORY     - Date     Condition        Report By
 CN3185  HISTORY     - 1991     MONUMENTED       ALHD
 CN3185  HISTORY     - 19920317 GOOD
 CN3185
 CN3185                          STATION DESCRIPTION
 CN3185
 CN3185'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3185'THE STATION IS LOCATED IN DALLAS COUNTY ON THE NORTHWEST RIGHT OF WAY
 CN3185'OF ALA 22, ABOUT 5.25 MI (8.45 KM) WEST-SOUTHWEST OF ORRVILLE AND
 CN3185'ABOUT 9.85 MI (15.85 KM) SOUTH-SOUTHEAST OF BROWNS.
 CN3185'TO REACH THE STATION FROM THE JUNCTION OF ALA 5 AND ALA 22 (MILE POST
 CN3185'0 ON ALA 22 AND MILE POST 36.85 ON ALA 5) IN SAFFORD, DRIVE EAST ON
 CN3185'ALA 22 FOR 2.50 MI (4.02 KM) TO MILE POST 2.50 AND THE STATION ON THE
 CN3185'LEFT.
 CN3185'THE STATION IS LOCATED IN FRONT OF TWO CONNECTED WOOD POSTS IN THE
 CN3185'FENCE LINE, 3.4 FT (1.0 M) SOUTHEAST OF A HOG WIRE FENCE WITH TWO
 CN3185'STRANDS OF BARBED WIRE ON WHITE TOP GREEN STEEL POSTS, 4.0 FT
 CN3185'(1.2 M) SOUTH-SOUTHWEST OF THE NORTHEAST ONE OF TWO CONNECTED CROSS
 CN3185'TIE POSTS, 4.4 FT (1.3 M) EAST OF THE SOUTHWEST ONE OF TWO CONNECTED
 CN3185'CROSS TIE POSTS, 38.7 FT (11.8 M) NORTHWEST OF THE CENTERLINE OF ALA
 CN3185'22, 104.0 FT (31.7 M) NORTHWEST OF THE SOUTHWEST POST OF A DOUBLE
 CN3185'STEEL GATE ACROSS ALA 22, 2.9 FT (0.9 M) SOUTH-SOUTHEAST OF A
 CN3185'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3185'STATION 24-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3185
 CN3185                          STATION RECOVERY (1992)
 CN3185
 CN3185'RECOVERED 1992
 CN3185'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3186 ***********************************************************************
 CN3186  DESIGNATION -  24 7
 CN3186  PID         -  CN3186
 CN3186  STATE/COUNTY-  AL/DALLAS
 CN3186  USGS QUAD   -  ORRVILLE (1987)
 CN3186
 CN3186                         *CURRENT SURVEY CONTROL
 CN3186  ___________________________________________________________________
 CN3186* NAD 83(1992)-  32 21 03.73085(N)    087 12 11.42561(W)     ADJUSTED  
 CN3186* NAVD 88     -        52.4    (meters)     172.     (feet)  VERTCON   
 CN3186  ___________________________________________________________________
 CN3186  X           -     263,165.495 (meters)                     COMP
 CN3186  Y           -  -5,386,925.392 (meters)                     COMP
 CN3186  Z           -   3,393,392.365 (meters)                     COMP
 CN3186  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 CN3186  ELLIP HEIGHT-          24.08  (meters)          (07/29/02) GPS OBS
 CN3186  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CN3186
 CN3186  HORZ ORDER  -  FIRST
 CN3186  ELLP ORDER  -  FOURTH    CLASS I
 CN3186
 CN3186.The horizontal coordinates were established by GPS observations
 CN3186.and adjusted by the National Geodetic Survey in December 1992..
 CN3186
 CN3186.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3186
 CN3186.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3186
 CN3186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3186
 CN3186.The ellipsoidal height was determined by GPS observations
 CN3186.and is referenced to NAD 83.
 CN3186
 CN3186.The geoid height was determined by GEOID03.
 CN3186
 CN3186;                    North         East     Units Scale Factor Converg.
 CN3186;SPC AL W     -   260,686.765   627,938.845   MT  0.99994296   +0 09 31.8
 CN3186;UTM  16      - 3,579,364.641   480,882.609   MT  0.99960451   -0 06 31.4
 CN3186
 CN3186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3186!SPC AL W     -   0.99999622  x   0.99994296  =   0.99993918
 CN3186!UTM  16      -   0.99999622  x   0.99960451  =   0.99960073
 CN3186
 CN3186                          SUPERSEDED SURVEY CONTROL
 CN3186
 CN3186  ELLIP H (12/04/92)   24.14   (m)                       GP(       ) 4 1
 CN3186  NAD 83(1986)-  32 21 03.73922(N)    087 12 11.42759(W) AD(       ) 1
 CN3186  NGVD 29 (12/04/92)   52.4    (m)          172.     (f) GPS OBS        
 CN3186
 CN3186.Superseded values are not recommended for survey control.
 CN3186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3186.See file dsdata.txt to determine how the superseded data were derived.
 CN3186
 CN3186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8088379365(NAD 83)
 CN3186_MARKER: DD = SURVEY DISK
 CN3186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3186_SP_SET: CONCRETE POST
 CN3186_STAMPING: 24-7 1991
 CN3186_MARK LOGO: ALHD  
 CN3186_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3186+STABILITY: SURFACE MOTION
 CN3186_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3186+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1992
 CN3186
 CN3186  HISTORY     - Date     Condition        Report By
 CN3186  HISTORY     - 1991     MONUMENTED       ALHD
 CN3186  HISTORY     - 19920317 GOOD
 CN3186
 CN3186                          STATION DESCRIPTION
 CN3186
 CN3186'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3186'THE STATION IS LOCATED IN DALLAS COUNTY ON THE EAST RIGHT OF WAY OF
 CN3186'DALLAS COUNTY ROAD NO. 45, ABOUT 3.95 MI (6.36 KM) NORTHEAST OF
 CN3186'ORRVILLE AND ABOUT 11.25 MI (18.10 KM) SOUTHWEST OF SELMA.
 CN3186'TO REACH THE STATION FROM THE JUNCTION OF ALA 5 AND ALA 22 (MILE POST
 CN3186'0 ON ALA 22 AND MILE POST 36.85 ON ALA 5) IN SAFFORD, DRIVE EAST ON
 CN3186'ALA 22 FOR 11.50 MI (18.51 KM) TO MILE POST 11.50 AND DALLAS COUNTY
 CN3186'ROAD NO. 45 ON THE LEFT, TURN LEFT ON DALLAS COUNTY ROAD NO. 45 AND
 CN3186'DRIVE NORTH FOR 0.05 MI (0.08 KM) TO A RAILROAD GRADE CROSSING,
 CN3186'CONTINUE NORTH ON DALLAS COUNTY ROAD NO. 45 FOR 0.80 MI (1.29 KM) TO
 CN3186'THE STATION ON THE RIGHT.
 CN3186'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A TEN-STRAND BARBED
 CN3186'WIRE FENCE ON OLD WOOD POSTS, 39.3 FT (12.0 M) EAST-NORTHEAST OF THE
 CN3186'CENTERLINE OF DALLAS COUNTY ROAD NO. 45, 86.0 FT (26.2 M) NORTHEAST
 CN3186'OF THE NORTH POST OF A METAL GATE ACROSS DALLAS COUNTY ROAD NO. 45,
 CN3186'164.0 FT (50.0 M) SOUTH OF THE SOUTH POST OF A METAL GATE, 3.0 FT
 CN3186'(0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3186'GROUND.
 CN3186'STATION 24-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3186
 CN3186                          STATION RECOVERY (1992)
 CN3186
 CN3186'RECOVERED 1992
 CN3186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3187 ***********************************************************************
 CN3187  DESIGNATION -  24 8
 CN3187  PID         -  CN3187
 CN3187  STATE/COUNTY-  AL/DALLAS
 CN3187  USGS QUAD   -  ORRVILLE (1987)
 CN3187
 CN3187                         *CURRENT SURVEY CONTROL
 CN3187  ___________________________________________________________________
 CN3187* NAD 83(1992)-  32 21 24.85710(N)    087 12 12.76747(W)     ADJUSTED  
 CN3187* NAVD 88     -        57.5    (meters)     189.     (feet)  VERTCON   
 CN3187  ___________________________________________________________________
 CN3187  X           -     263,113.669 (meters)                     COMP
 CN3187  Y           -  -5,386,583.548 (meters)                     COMP
 CN3187  Z           -   3,393,944.825 (meters)                     COMP
 CN3187  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 CN3187  ELLIP HEIGHT-          29.16  (meters)          (07/29/02) GPS OBS
 CN3187  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CN3187
 CN3187  HORZ ORDER  -  FIRST
 CN3187  ELLP ORDER  -  FOURTH    CLASS I
 CN3187
 CN3187.The horizontal coordinates were established by GPS observations
 CN3187.and adjusted by the National Geodetic Survey in December 1992..
 CN3187
 CN3187.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3187.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3187
 CN3187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3187
 CN3187.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3187
 CN3187.The ellipsoidal height was determined by GPS observations
 CN3187.and is referenced to NAD 83.
 CN3187
 CN3187.The geoid height was determined by GEOID03.
 CN3187
 CN3187;                    North         East     Units Scale Factor Converg.
 CN3187;SPC AL W     -   261,337.393   627,901.959   MT  0.99994293   +0 09 31.2
 CN3187;UTM  16      - 3,580,015.214   480,848.774   MT  0.99960452   -0 06 32.2
 CN3187
 CN3187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3187!SPC AL W     -   0.99999542  x   0.99994293  =   0.99993835
 CN3187!UTM  16      -   0.99999542  x   0.99960452  =   0.99959994
 CN3187
 CN3187                          SUPERSEDED SURVEY CONTROL
 CN3187
 CN3187  ELLIP H (12/04/92)   29.23   (m)                       GP(       ) 4 1
 CN3187  NAD 83(1986)-  32 21 24.86546(N)    087 12 12.76944(W) AD(       ) 1
 CN3187  NGVD 29 (12/04/92)   57.5    (m)          189.     (f) GPS OBS        
 CN3187
 CN3187.Superseded values are not recommended for survey control.
 CN3187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3187.See file dsdata.txt to determine how the superseded data were derived.
 CN3187
 CN3187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8084980015(NAD 83)
 CN3187_MARKER: DD = SURVEY DISK
 CN3187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3187_SP_SET: CONCRETE POST
 CN3187_STAMPING: 24-8 1991
 CN3187_MARK LOGO: ALHD  
 CN3187_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3187+STABILITY: SURFACE MOTION
 CN3187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3187+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1992
 CN3187
 CN3187  HISTORY     - Date     Condition        Report By
 CN3187  HISTORY     - 1991     MONUMENTED       ALHD
 CN3187  HISTORY     - 19920317 GOOD
 CN3187
 CN3187                          STATION DESCRIPTION
 CN3187
 CN3187'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3187'THE STATION IS LOCATED IN DALLAS COUNTY ON THE WEST RIGHT OF WAY OF
 CN3187'DALLAS COUNTY ROAD NO. 45, ABOUT 4.20 MI (6.76 KM) NORTHEAST OF
 CN3187'ORRVILLE AND ABOUT 11.20 MI (18.02 KM) SOUTHWEST OF SELMA.
 CN3187'TO REACH THE STATION FROM THE JUNCTION OF ALA 5 AND ALA 22 (MILE POST
 CN3187'0 ON ALA 22 AND MILE POST 36.85 ON ALA 5) IN SAFFORD, DRIVE EAST ON
 CN3187'ALA 22 FOR 11.50 MI (18.51 KM) TO MILE POST 11.50 AND DALLAS COUNTY
 CN3187'ROAD NO. 45 ON THE LEFT, TURN LEFT ON DALLAS COUNTY ROAD NO. 45 AND
 CN3187'DRIVE NORTH FOR 0.05 MI (0.08 KM) TO A RAILROAD GRADE CROSSING,
 CN3187'CONTINUE NORTH ON DALLAS COUNTY ROAD NO. 45 FOR 1.20 MI (1.93 KM) TO
 CN3187'THE STATION ON THE LEFT.
 CN3187'THE STATION IS 3.0 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH TWO
 CN3187'STRANDS OF BARBED WIRE ON CEDAR POSTS, 38.0 FT (11.6 M) WEST OF THE
 CN3187'CENTERLINE OF DALLAS COUNTY ROAD NO. 45, 55.8 FT (17.0 M) SOUTH OF
 CN3187'THE NORTHEAST CORNER OF THE FENCE, 62.9 FT (19.2 M) SOUTH OF A
 CN3187'TELEPHONE SERVICE POLE, 65.0 FT (19.8 M) SOUTH-SOUTHWEST OF THE
 CN3187'CENTER OF A GRAVEL DRIVEWAY, 87.1 FT (26.5 M) WEST OF TELEPHONE CABLE
 CN3187'PEDESTAL NO. 220 6 ACROSS DALLAS COUNTY ROAD NO. 45, 87.3 FT
 CN3187'(26.6 M) WEST OF A JUNCTION POWER POLE ACROSS DALLAS COUNTY ROAD NO.
 CN3187'45, 2.6 FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3187'WITH THE GROUND.
 CN3187'STATION 24-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3187
 CN3187                          STATION RECOVERY (1992)
 CN3187
 CN3187'RECOVERED 1992
 CN3187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3188 ***********************************************************************
 CN3188  DESIGNATION -  24 9
 CN3188  PID         -  CN3188
 CN3188  STATE/COUNTY-  AL/DALLAS
 CN3188  USGS QUAD   -  CARLOWVILLE (1987)
 CN3188
 CN3188                         *CURRENT SURVEY CONTROL
 CN3188  ___________________________________________________________________
 CN3188* NAD 83(1992)-  32 04 46.74780(N)    087 02 41.80020(W)     ADJUSTED  
 CN3188* NAVD 88     -       104.2    (meters)     342.     (feet)  VERTCON   
 CN3188  ___________________________________________________________________
 CN3188  X           -     278,870.498 (meters)                     COMP
 CN3188  Y           -  -5,402,244.609 (meters)                     COMP
 CN3188  Z           -   3,367,959.308 (meters)                     COMP
 CN3188  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 CN3188  ELLIP HEIGHT-          76.83  (meters)          (07/29/02) GPS OBS
 CN3188  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CN3188
 CN3188  HORZ ORDER  -  FIRST
 CN3188  ELLP ORDER  -  FOURTH    CLASS I
 CN3188
 CN3188.The horizontal coordinates were established by GPS observations
 CN3188.and adjusted by the National Geodetic Survey in December 1992..
 CN3188
 CN3188.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3188.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3188
 CN3188.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3188
 CN3188.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3188
 CN3188.The ellipsoidal height was determined by GPS observations
 CN3188.and is referenced to NAD 83.
 CN3188
 CN3188.The geoid height was determined by GEOID03.
 CN3188
 CN3188;                    North         East     Units Scale Factor Converg.
 CN3188;SPC AL W     -   230,646.700   642,959.743   MT  0.99995608   +0 14 30.1
 CN3188;UTM  16      - 3,549,265.474   495,758.426   MT  0.99960022   -0 01 25.9
 CN3188
 CN3188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3188!SPC AL W     -   0.99998794  x   0.99995608  =   0.99994402
 CN3188!UTM  16      -   0.99998794  x   0.99960022  =   0.99958816
 CN3188
 CN3188                          SUPERSEDED SURVEY CONTROL
 CN3188
 CN3188  ELLIP H (12/04/92)   76.93   (m)                       GP(       ) 4 1
 CN3188  NAD 83(1986)-  32 04 46.75798(N)    087 02 41.80562(W) AD(       ) 1
 CN3188  NGVD 29 (12/04/92)  104.2    (m)          342.     (f) GPS OBS        
 CN3188
 CN3188.Superseded values are not recommended for survey control.
 CN3188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3188.See file dsdata.txt to determine how the superseded data were derived.
 CN3188
 CN3188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA9575849265(NAD 83)
 CN3188_MARKER: DD = SURVEY DISK
 CN3188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3188_SP_SET: CONCRETE POST
 CN3188_STAMPING: 24-9 1991
 CN3188_MARK LOGO: ALHD  
 CN3188_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3188+STABILITY: SURFACE MOTION
 CN3188_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3188+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1992
 CN3188
 CN3188  HISTORY     - Date     Condition        Report By
 CN3188  HISTORY     - 1991     MONUMENTED       ALHD
 CN3188  HISTORY     - 19920319 GOOD
 CN3188
 CN3188                          STATION DESCRIPTION
 CN3188
 CN3188'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3188'THE STATION IS LOCATED IN DALLAS COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CN3188'OF ALA 89, ABOUT 19.50 MI (31.38 KM) SOUTHEAST OF ORRVILLE AND ABOUT
 CN3188'22.75 MI (36.61 KM) SOUTH OF SELMA.
 CN3188'TO REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 41 SOUTH
 CN3188'(MILE POST 123.20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) IN SELMA,
 CN3188'DRIVE SOUTH ON ALA 41 FOR 17.55 TO MILE POST 105.65 ON ALA 41 AND ALA
 CN3188'89 ON THE LEFT (MILE POST 11.80 ON ALA 89), TURN LEFT ON ALA 89 AND
 CN3188'DRIVE SOUTHEAST AND SOUTH FOR 5.50 MI (8.85 KM) TO MILE POST 6.30 AND
 CN3188'THE STATION ON THE LEFT.
 CN3188'THE STATION IS 44.0 FT (13.4 M) SOUTHEAST OF THE CENTERLINE OF ALA 89,
 CN3188'59.5 FT (18.1 M) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL WOODS ROAD,
 CN3188'86.2 FT (26.3 M) EAST OF A SOFT SHOULDER SIGN ACROSS ALA 89, 116.0 FT
 CN3188'(35.4 M) SOUTH OF THE CENTER OF THE INTERSECTION OF ALA 89 AND THE
 CN3188'GRAVEL WOODS ROAD, 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS
 CN3188'POST, AND SET FLUSH WITH THE GROUND.
 CN3188'TRIANGULATION STATION ETHRIDGE RESET MAY BE USED AS AN AZIMUTH FOR
 CN3188'THIS STATION.
 CN3188
 CN3188                          STATION RECOVERY (1992)
 CN3188
 CN3188'RECOVERED 1992
 CN3188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0184 ***********************************************************************
 BH0184  DESIGNATION -  24 E 3
 BH0184  PID         -  BH0184
 BH0184  STATE/COUNTY-  AL/MOBILE
 BH0184  USGS QUAD   -  SPRING HILL (1982)
 BH0184
 BH0184                         *CURRENT SURVEY CONTROL
 BH0184  ___________________________________________________________________
 BH0184* NAD 83(1992)-  30 40 53.89501(N)    088 13 45.01395(W)     ADJUSTED  
 BH0184* NAVD 88     -        65.00   (+/-2cm)     213.3    (feet)  VERTCON   
 BH0184  ___________________________________________________________________
 BH0184  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BH0184  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH0184
 BH0184  HORZ ORDER  -  SECOND
 BH0184  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0184
 BH0184.The horizontal coordinates were established by classical geodetic methods
 BH0184.and adjusted by the National Geodetic Survey in May 1994..
 BH0184
 BH0184.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0184.The vertical order pertains to the NGVD 29 superseded value.
 BH0184
 BH0184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0184
 BH0184.The geoid height was determined by GEOID03.
 BH0184
 BH0184;                    North         East     Units Scale Factor Converg.
 BH0184;SPC AL W     -    75,786.934   530,134.574   MT  0.99999353   -0 22 19.5
 BH0184;UTM  16      - 3,394,964.723   382,263.541   MT  0.99977100   -0 37 38.2
 BH0184
 BH0184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0184!SPC AL W     -   0.99999428  x   0.99999353  =   0.99998781
 BH0184!UTM  16      -   0.99999428  x   0.99977100  =   0.99976529
 BH0184
 BH0184|---------------------------------------------------------------------|
 BH0184| PID    Reference Object                     Distance      Geod. Az  |
 BH0184|                                                           dddmmss.s |
 BH0184| BH0185 24 E 3 RESET                         37.475 METERS 29505     |
 BH0184| BH2018 MOB AIRPORT                         APPROX. 0.5 KM 2950531.2 |
 BH0184|---------------------------------------------------------------------|
 BH0184
 BH0184                          SUPERSEDED SURVEY CONTROL
 BH0184
 BH0184  NAD 83(1992)-  30 40 53.89525(N)    088 13 45.01489(W) AD(       ) 2
 BH0184  NAD 83(1986)-  30 40 53.91505(N)    088 13 45.01638(W) AD(       ) 2
 BH0184  NAD 27      -  30 40 53.23000(N)    088 13 45.00400(W) AD(       ) 2
 BH0184  NGVD 29 (??/??/??)   64.958  (m)          213.12   (f) ADJUSTED    2 0
 BH0184
 BH0184.Superseded values are not recommended for survey control.
 BH0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0184.See file dsdata.txt to determine how the superseded data were derived.
 BH0184
 BH0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8226494965(NAD 83)
 BH0184_MARKER: DD = SURVEY DISK
 BH0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0184_STAMPING: 24-E 3 1938
 BH0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0184+STABILITY: SURFACE MOTION
 BH0184
 BH0184  HISTORY     - Date     Condition        Report By
 BH0184  HISTORY     - 1942     MONUMENTED       ALGS
 BH0184  HISTORY     - 1945     GOOD             CGS
 BH0184  HISTORY     - 1947     GOOD             CGS
 BH0184  HISTORY     - 1957     GOOD             CGS
 BH0184  HISTORY     - 1961     SEE DESCRIPTION  CGS
 BH0184
 BH0184                          STATION DESCRIPTION
 BH0184
 BH0184'DESCRIBED BY ALABAMA GEODETIC SURVEY 1942 (RAE)
 BH0184'THIS TRAVERSE STATION IS LOCATED ABOUT 9 MILES W OF THE CITY OF
 BH0184'MOBILE, 0.25 MILE SE OF THE MOBILE MUNICIPAL AIRPORT, AT A FORKS
 BH0184'OF THE CONCRETE ROAD W AND MACADAM ROAD TO THE S.  IT IS 0.30 MILE E
 BH0184'OF THE ENTRANCE TO THE AIRPORT, 24 FEET S OF THE ROAD TO THE W, 23
 BH0184'FEET N OF THE Y-ROAD TO THE S, AND 49 FEET E OF A CUT-OFF BETWEEN THE
 BH0184'TWO, WHICH FORMS A TRIANGLE.  IT IS A 5- BY 5-INCH CONCRETE POST
 BH0184'WITH THE BRONZE DISK OF THE ALABAMA GEODETIC SURVEY STAMPED 24E-3,
 BH0184'1938.  THE MARK IS FLUSH WITH THE GROUND.
 BH0184
 BH0184                          STATION RECOVERY (1945)
 BH0184
 BH0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945
 BH0184'9.4 MI SE FROM SEMMES.
 BH0184'ABOUT 5.2 MILES EAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH0184'STATION AT SEMMES, THENCE 4.2 MILES SOUTHWEST ALONG GRADED COUNTY
 BH0184'ROAD, AT THE JUNCTION OF GOVERMENT STREET ROAD AND DAWES ROAD, ABOUT
 BH0184'140 FEET EAST OF THE EAST SIDE OF DUNNS GROCERY AND MARKET STORE, 24
 BH0184'FEET NORTH OF THE CENTERLINE OF DAWES ROAD, 24 FEET SOUTH OF THE
 BH0184'CENTERLINE OF GOVERMENT STREET ROAD, IN THE CENTER OF THE TRIANGLE
 BH0184'FORMED BY THE TWO ROADS.  ALABAMA GEODETIC SURVEY DISK SET IN THE TOP
 BH0184'OF A CONCRETE 0.8 MILES SOUTHWEST ALONG HOWELLS FERRY RD. FROM GM AND
 BH0184'O RAILROAD CROSSING AT ORCHARD 2.0 MILES SOUTH ALONG CODY ROAD, 0.5
 BH0184'MILES WEST ALONG A GRADED CO. ROAD, 0.9 MILES WEST ALONG GOVERNMENT
 BH0184'STREET ROAD.
 BH0184
 BH0184                          STATION RECOVERY (1947)
 BH0184
 BH0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG)
 BH0184'ABOUT 10 MILES WEST OF MOBILE, 0.4 MILE EAST OF BATES FIELD, 22.5
 BH0184'FEET SOUTH OF DICKENS FERRY ROAD, 24 FEET NORTH OF DAWS ROAD, 98
 BH0184'FEET WEST OF CLEAR CUT TRIANGLE AT INTERSECTION OF DICKENS FERRY AND
 BH0184'DAWS ROAD, 119 FEET EAST OF DUNN GROCERY MARKET.  A STANDARD
 BH0184'ALA. GEO. SURVEY DISK SET IN TOP OF A 5 INCH SQUARE CONCRETE POST,
 BH0184'FLUSH WITH SURFACE.  STAMPED 24-E-3 1938.
 BH0184'
 BH0184'TO REACH STATION FROM MOBILE, TAKE GOVT. STREET WEST (U.S. 90) TO
 BH0184'LOOP, TURN RIGHT AND CROSS RAILROAD TRACKS ON TO GRANT STREET, FOLLOW
 BH0184'WEST FOR 9 MILES TO STATION AT TRIANGLE, INTERSECTION OF DICKENS
 BH0184'FERRY AND DAWS ROAD.
 BH0184
 BH0184                          STATION RECOVERY (1957)
 BH0184
 BH0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RER)
 BH0184'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  ADD TO
 BH0184'DESCRIPTION-
 BH0184'
 BH0184'8.9 FEET WEST OF 3 INCH PIPE HOLDING ARROW POINTING TO AIRPORT, 5.0
 BH0184'FEET EAST OF TELEPHONE POLE.  MARK IS NOW FLUSH WITH GROUND.
 BH0184
 BH0184                          STATION RECOVERY (1961)
 BH0184
 BH0184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (JPP)
 BH0184'A CONCRETE MONUMENT WAS RECOVERED AS DESCRIBED FOR THIS STATION, THE
 BH0184'DISK WAS MISSING, BUT ALL REFERENCE DISTANCES CHECKED.  THERE
 BH0184'IS A SMALL HOLE IN THE TOP OF THE MONUMENT THAT APPEARS TO BE WHERE
 BH0184'THE STEM OF THE DISK WAS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0185 ***********************************************************************
 BH0185  DESIGNATION -  24 E 3 RESET
 BH0185  PID         -  BH0185
 BH0185  STATE/COUNTY-  AL/MOBILE
 BH0185  USGS QUAD   -  SPRING HILL (1982)
 BH0185
 BH0185                         *CURRENT SURVEY CONTROL
 BH0185  ___________________________________________________________________
 BH0185* NAD 83(1992)-  30 40 54.41104(N)    088 13 46.28905(W)     ADJUSTED  
 BH0185* NAVD 88     -        64.67   (+/-2cm)     212.2    (feet)  VERTCON   
 BH0185  ___________________________________________________________________
 BH0185  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BH0185  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH0185
 BH0185  HORZ ORDER  -  THIRD
 BH0185  VERT ORDER  -  THIRD (See Below)
 BH0185
 BH0185.The horizontal coordinates were established by classical geodetic methods
 BH0185.and adjusted by the National Geodetic Survey in May 1994..
 BH0185.No horizontal observational check was made to the station.
 BH0185
 BH0185.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0185.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0185.The vertical order pertains to the NGVD 29 superseded value.
 BH0185
 BH0185.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0185
 BH0185.The geoid height was determined by GEOID03.
 BH0185
 BH0185;                    North         East     Units Scale Factor Converg.
 BH0185;SPC AL W     -    75,803.046   530,100.739   MT  0.99999358   -0 22 20.2
 BH0185;UTM  16      - 3,394,980.981   382,229.786   MT  0.99977110   -0 37 38.9
 BH0185
 BH0185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0185!SPC AL W     -   0.99999434  x   0.99999358  =   0.99998792
 BH0185!UTM  16      -   0.99999434  x   0.99977110  =   0.99976544
 BH0185
 BH0185|---------------------------------------------------------------------|
 BH0185| PID    Reference Object                     Distance      Geod. Az  |
 BH0185|                                                           dddmmss.s |
 BH0185| BH0184 24 E 3                               37.475 METERS 11505     |
 BH0185| BH2018 MOB AIRPORT                         483.690 METERS 2950530.9 |
 BH0185|---------------------------------------------------------------------|
 BH0185
 BH0185                          SUPERSEDED SURVEY CONTROL
 BH0185
 BH0185  NAD 83(1992)-  30 40 54.41129(N)    088 13 46.28998(W) AD(       ) 3
 BH0185  NAD 83(1986)-  30 40 54.43108(N)    088 13 46.29147(W) AD(       ) 3
 BH0185  NAD 27      -  30 40 53.74600(N)    088 13 46.27900(W) AD(       ) 3
 BH0185  NGVD 29 (??/??/??)   64.62   (m)          212.0    (f) RESET       3  
 BH0185
 BH0185.Superseded values are not recommended for survey control.
 BH0185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0185.See file dsdata.txt to determine how the superseded data were derived.
 BH0185
 BH0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8223094981(NAD 83)
 BH0185_MARKER: DB = BENCH MARK DISK
 BH0185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0185_STAMPING: 24 E 3 RESET 1961
 BH0185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0185+STABILITY: SURFACE MOTION
 BH0185
 BH0185  HISTORY     - Date     Condition        Report By
 BH0185  HISTORY     - 1961     MONUMENTED       CGS
 BH0185  HISTORY     - 1961     GOOD             CGS
 BH0185
 BH0185                          STATION DESCRIPTION
 BH0185
 BH0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BH0185'SEE STATION 24 E 3
 BH0185
 BH0185                          STATION RECOVERY (1961)
 BH0185
 BH0185'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961
 BH0185'1.55 MI E FROM ORCHARD.
 BH0185'THIS MARK IS LOCATED 1.55 MILES EAST ALONG AIRPORT BLVD. (FORMERLY
 BH0185'GOVERNMENT ROAD) ABOUT 75 YARDS NORTHWEST OF THE JUNCTION WITH DAWES
 BH0185'ROAD (STATE HIGHWAY 33), IN THE FRONT YARD OF MR. D. A. BOOKERS
 BH0185'RESIDENCE, 70 FEET NORTH OF THE CENTER OF THE NEUTRAL GROUND OF THE
 BH0185'HIGHWAY, 34 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE BOOKER
 BH0185'HOUSE, 76 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE HOUSE, 10 FEET
 BH0185'EAST OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE, AND 54 FEET
 BH0185'EAST OF THE CENTER OF THE POWER LINE RUNNING NORTH AND SOUTH, AND SET
 BH0185'IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2059 ***********************************************************************
 DH2059  DESIGNATION -  242.25
 DH2059  PID         -  DH2059
 DH2059  STATE/COUNTY-  AL/TUSCALOOSA
 DH2059  USGS QUAD   -  LAKE LURLEEN (1982)
 DH2059
 DH2059                         *CURRENT SURVEY CONTROL
 DH2059  ___________________________________________________________________
 DH2059* NAD 83(1986)-  33 15 24.     (N)    087 42 29.     (W)     SCALED    
 DH2059* NAVD 88     -        73.924  (meters)     242.53   (feet)  ADJUSTED  
 DH2059  ___________________________________________________________________
 DH2059  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DH2059  DYNAMIC HT  -          73.844 (meters)     242.27  (feet)  COMP
 DH2059  MODELED GRAV-     979,552.0   (mgal)                       NAVD 88
 DH2059
 DH2059  VERT ORDER  -  SECOND    CLASS 0
 DH2059
 DH2059.The horizontal coordinates were scaled from a topographic map and have
 DH2059.an estimated accuracy of +/- 6 seconds.
 DH2059
 DH2059.The orthometric height was determined by differential leveling
 DH2059.and adjusted by the National Geodetic Survey in June 1991..
 DH2059
 DH2059.The geoid height was determined by GEOID03.
 DH2059
 DH2059.The dynamic height is computed by dividing the NAVD 88
 DH2059.geopotential number by the normal gravity value computed on the
 DH2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2059.degrees latitude (g = 980.6199 gals.).
 DH2059
 DH2059.The modeled gravity was interpolated from observed gravity values.
 DH2059
 DH2059;                    North         East    Units  Estimated Accuracy
 DH2059;SPC AL W     -   361,100.      580,610.      MT  (+/- 180 meters Scaled)
 DH2059
 DH2059                          SUPERSEDED SURVEY CONTROL
 DH2059
 DH2059  NGVD 29 (??/??/92)   73.868  (m)          242.35   (f) ADJ UNCH    2 0
 DH2059
 DH2059.Superseded values are not recommended for survey control.
 DH2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2059.See file dsdata.txt to determine how the superseded data were derived.
 DH2059
 DH2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB340799(NAD 83)
 DH2059_MARKER: DB = BENCH MARK DISK
 DH2059_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH2059_SP_SET: CULVERT
 DH2059_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2059
 DH2059  HISTORY     - Date     Condition        Report By
 DH2059  HISTORY     - UNK      MONUMENTED       USGS
 DH2059  HISTORY     - 1935     GOOD             NGS
 DH2059
 DH2059                          STATION DESCRIPTION
 DH2059
 DH2059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH2059'1.6 MI W FROM COKER.
 DH2059'ALONG THE MOBILE AND OHIO RAILROAD, 150 FEET EAST OF A RAILROAD
 DH2059'CROSSING, 15 FEET NORTH OF THE CENTERLINE OF THE TRACK, IN THE CENTER
 DH2059'OF A BRICK AND CONCRETE HEADWALL TO THE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1280 ***********************************************************************
 CN1280  DESIGNATION -  244+239 A
 CN1280  PID         -  CN1280
 CN1280  STATE/COUNTY-  AL/CHILTON
 CN1280  USGS QUAD   -  JEMISON WEST (1981)
 CN1280
 CN1280                         *CURRENT SURVEY CONTROL
 CN1280  ___________________________________________________________________
 CN1280* NAD 83(1986)-  32 55 11.     (N)    086 47 59.     (W)     SCALED    
 CN1280* NAVD 88     -       199.435  (meters)     654.31   (feet)  ADJUSTED  
 CN1280  ___________________________________________________________________
 CN1280  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CN1280  DYNAMIC HT  -         199.206 (meters)     653.56  (feet)  COMP
 CN1280  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CN1280
 CN1280  VERT ORDER  -  SECOND    CLASS 0
 CN1280
 CN1280.The horizontal coordinates were scaled from a topographic map and have
 CN1280.an estimated accuracy of +/- 6 seconds.
 CN1280
 CN1280.The orthometric height was determined by differential leveling
 CN1280.and adjusted by the National Geodetic Survey in June 1991..
 CN1280
 CN1280.The geoid height was determined by GEOID03.
 CN1280
 CN1280.The dynamic height is computed by dividing the NAVD 88
 CN1280.geopotential number by the normal gravity value computed on the
 CN1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1280.degrees latitude (g = 980.6199 gals.).
 CN1280
 CN1280.The modeled gravity was interpolated from observed gravity values.
 CN1280
 CN1280;                    North         East    Units  Estimated Accuracy
 CN1280;SPC AL W     -   323,930.      665,500.      MT  (+/- 180 meters Scaled)
 CN1280
 CN1280                          SUPERSEDED SURVEY CONTROL
 CN1280
 CN1280  NGVD 29 (??/??/92)  199.39   (m)          654.2    (f) COMPUTED    2 0
 CN1280
 CN1280.Superseded values are not recommended for survey control.
 CN1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1280.See file dsdata.txt to determine how the superseded data were derived.
 CN1280
 CN1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB187424(NAD 83)
 CN1280_MARKER: DD = SURVEY DISK
 CN1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1280_STAMPING: ROW PT 244+289 D= 244+239 A 1948 A S H D
 CN1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1280+STABILITY: SURFACE MOTION
 CN1280
 CN1280  HISTORY     - Date     Condition        Report By
 CN1280  HISTORY     - 1948     MONUMENTED       ALHD
 CN1280  HISTORY     - 1949     GOOD             NGS
 CN1280
 CN1280                          STATION DESCRIPTION
 CN1280
 CN1280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1280'4.55 MI SW FROM JEMISON.
 CN1280'ABOUT 4.55 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE LOUISVILLE
 CN1280'AND NASHVILLE RAILROAD STATION AT JEMISON, ABOUT 0.3 MILE SOUTHWEST OF
 CN1280'PLEASANT GROVE CHURCH AND CEMETERY, AT A SMALL CEMETERY, 40 FEET
 CN1280'SOUTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 80 FEET SOUTHEAST
 CN1280'AND ACROSS ROAD FROM A R/W POST WITH IDENTICAL STAMPING, 52.5 FEET
 CN1280'SOUTHWEST OF A POWER POLE, 103 FEET SOUTHWEST OF THE TOMBSTONE OF
 CN1280'ELIZA J AND ISAAK B GENTRY, 12 FEET NORTHWEST OF A FENCE LINE, 2 FEET
 CN1280'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 CN1280'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1793 ***********************************************************************
 DG1793  DESIGNATION -  25
 DG1793  PID         -  DG1793
 DG1793  STATE/COUNTY-  AL/CALHOUN
 DG1793  USGS QUAD   -  PIEDMONT NW (1983)
 DG1793
 DG1793                         *CURRENT SURVEY CONTROL
 DG1793  ___________________________________________________________________
 DG1793* NAD 83(1986)-  33 53 34.     (N)    085 41 22.     (W)     SCALED    
 DG1793* NAVD 88     -       223.597  (meters)     733.58   (feet)  ADJUSTED  
 DG1793  ___________________________________________________________________
 DG1793  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DG1793  DYNAMIC HT  -         223.362 (meters)     732.81  (feet)  COMP
 DG1793  MODELED GRAV-     979,576.3   (mgal)                       NAVD 88
 DG1793
 DG1793  VERT ORDER  -  FIRST     CLASS II
 DG1793
 DG1793.The horizontal coordinates were scaled from a topographic map and have
 DG1793.an estimated accuracy of +/- 6 seconds.
 DG1793
 DG1793.The orthometric height was determined by differential leveling
 DG1793.and adjusted by the National Geodetic Survey in June 1991..
 DG1793
 DG1793.The geoid height was determined by GEOID03.
 DG1793
 DG1793.The dynamic height is computed by dividing the NAVD 88
 DG1793.geopotential number by the normal gravity value computed on the
 DG1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1793.degrees latitude (g = 980.6199 gals.).
 DG1793
 DG1793.The modeled gravity was interpolated from observed gravity values.
 DG1793
 DG1793;                    North         East    Units  Estimated Accuracy
 DG1793;SPC AL E     -   376,220.      213,310.      MT  (+/- 180 meters Scaled)
 DG1793
 DG1793                          SUPERSEDED SURVEY CONTROL
 DG1793
 DG1793.No superseded survey control is available for this station.
 DG1793
 DG1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC211510(NAD 83)
 DG1793_MARKER: DD = SURVEY DISK
 DG1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1793_STAMPING: NO 25 1934 ALA
 DG1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1793+STABILITY: SURFACE MOTION
 DG1793
 DG1793  HISTORY     - Date     Condition        Report By
 DG1793  HISTORY     - 1934     MONUMENTED       USGS
 DG1793  HISTORY     - 1948     GOOD             NGS
 DG1793  HISTORY     - 1948     MARK NOT FOUND   NGS
 DG1793  HISTORY     - 1980     GOOD             NGS
 DG1793
 DG1793                          STATION DESCRIPTION
 DG1793
 DG1793'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1793'5 MI SW FROM PIEDMONT.
 DG1793'ABOUT 5.0 MILES SOUTHWEST ALONG THE SEABOARD AIRLINE RAILWAY FROM
 DG1793'THE STATION AT PIEDMONT, ABOUT 0.2 MILE WEST OF MILE POST 660,
 DG1793'ACROSS TRACKS FROM THE SWITCH TELEPHONE AT PRICES, BETWEEN THE
 DG1793'S.A.L. RY., AND THE SOUTHERN RAILWAY TRACKS, 24 FEET NORTH OF
 DG1793'THE NORTH RAIL OF THE S.A.L. RY., 60.5 FEET SOUTH OF THE SOUTH RAIL
 DG1793'OF THE SOU. RY., 106 FEET EAST OF THE CENTER LINE OF A DIM ROAD
 DG1793'CROSSING THE TRACKS, 104 FEET SOUTHEAST AND ACROSS THE SOU. TRACKS
 DG1793'FROM SOU. RY., MILE POST NO. 41, 31 FEET NORTHWEST AND ACROSS THE
 DG1793'S.A.L. TRACKS FROM THE NORTHWEST CORNER OF THE TELEPHONE BOOTH,
 DG1793'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 DG1793'THE S.A.L. TRACKS AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1793'8 INCHES.
 DG1793
 DG1793                          STATION RECOVERY (1948)
 DG1793
 DG1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DG1793'MARK NOT FOUND.
 DG1793
 DG1793                          STATION RECOVERY (1980)
 DG1793
 DG1793'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DG1793'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2308 ***********************************************************************
 EE2308  DESIGNATION -  25 1
 EE2308  PID         -  EE2308
 EE2308  STATE/COUNTY-  AL/DE KALB
 EE2308  USGS QUAD   -  FYFFE (1983)
 EE2308
 EE2308                         *CURRENT SURVEY CONTROL
 EE2308  ___________________________________________________________________
 EE2308* NAD 83(1992)-  34 27 36.99402(N)    085 55 00.71020(W)     ADJUSTED  
 EE2308* NAVD 88     -       393.7    (meters)    1292.     (feet)  VERTCON   
 EE2308  ___________________________________________________________________
 EE2308  X           -     374,876.868 (meters)                     COMP
 EE2308  Y           -  -5,251,475.591 (meters)                     COMP
 EE2308  Z           -   3,588,865.960 (meters)                     COMP
 EE2308  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 EE2308  ELLIP HEIGHT-         364.93  (meters)          (07/29/02) GPS OBS
 EE2308  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EE2308
 EE2308  HORZ ORDER  -  FIRST
 EE2308  ELLP ORDER  -  FOURTH    CLASS I
 EE2308
 EE2308.The horizontal coordinates were established by GPS observations
 EE2308.and adjusted by the National Geodetic Survey in December 1992..
 EE2308
 EE2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2308
 EE2308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2308
 EE2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2308
 EE2308.The ellipsoidal height was determined by GPS observations
 EE2308.and is referenced to NAD 83.
 EE2308
 EE2308.The geoid height was determined by GEOID03.
 EE2308
 EE2308;                    North         East     Units Scale Factor Converg.
 EE2308;SPC AL E     -   439,162.150   192,325.219   MT  0.99996073   -0 02 50.2
 EE2308;UTM  16      - 3,813,724.514   599,484.696   MT  0.99972199   +0 36 46.5
 EE2308
 EE2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2308!SPC AL E     -   0.99994272  x   0.99996073  =   0.99990345
 EE2308!UTM  16      -   0.99994272  x   0.99972199  =   0.99966472
 EE2308
 EE2308|---------------------------------------------------------------------|
 EE2308| PID    Reference Object                     Distance      Geod. Az  |
 EE2308|                                                           dddmmss.s |
 EE2308| EE2252 WHITMIRE                            387.558 METERS 12315     |
 EE2308|---------------------------------------------------------------------|
 EE2308
 EE2308                          SUPERSEDED SURVEY CONTROL
 EE2308
 EE2308  ELLIP H (12/04/92)  365.01   (m)                       GP(       ) 4 1
 EE2308  NAD 83(1992)-  34 27 37.00155(N)    085 55 00.70976(W) AD(       ) 1
 EE2308  NGVD 29 (12/04/92)  393.7    (m)         1292.     (f) GPS OBS        
 EE2308
 EE2308.Superseded values are not recommended for survey control.
 EE2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2308.See file dsdata.txt to determine how the superseded data were derived.
 EE2308
 EE2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9948513725(NAD 83)
 EE2308_MARKER: DD = SURVEY DISK
 EE2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2308_SP_SET: CONCRETE POST
 EE2308_STAMPING: 25 - 1 1990
 EE2308_MARK LOGO: ALHD  
 EE2308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2308+STABILITY: SURFACE MOTION
 EE2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2308+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EE2308
 EE2308  HISTORY     - Date     Condition        Report By
 EE2308  HISTORY     - 1990     MONUMENTED       ALHD
 EE2308
 EE2308                          STATION DESCRIPTION
 EE2308
 EE2308'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2308'THE STATION IS LOCATED IN DEKALB COUNTY ON THE NORTH RIGHT OF WAY OF
 EE2308'DEKALB COUNTY ROAD NO. 50 IN FYFFE, ABOUT 7.24 KM (4.50 MI) SOUTHWEST
 EE2308'OF RAINSVILLE.
 EE2308'TO REACH THE STATION FROM THE JUNCTION OF ALA 75 AND DEKALB COUNTY
 EE2308'ROAD NO. 50, WEST TRAYLOR STREET, DRIVE NORTHWEST ON DEKALB COUNTY
 EE2308'ROAD NO. 50, WEST TRAYLOR STREET, 1.93 KM (1.20 MI) TO JOLLY ROAD ON
 EE2308'THE RIGHT AND THE STATION IN THE SOUTHEAST QUADRANT OF THE
 EE2308'INTERSECTION.
 EE2308'THE STATION IS 3.84 M (12.60 FT) WEST OF TELEPHONE CABLE POLE NO. 4
 EE2308'25, 9.97 M (32.71 FT) EAST - SOUTHEAST OF THE SOUTHEAST END OF A 24
 EE2308'INCH CONCRETE PIPE UNDER JOLLY ROAD, 10.18 M (33.40 FT) NORTH -
 EE2308'NORTHEAST OF THE CENTERLINE OF DEKALB COUNTY ROAD NO. 50, TRAYLOR
 EE2308'ROAD, 16.46 M (54.00 FT) EAST - SOUTHEAST OF THE CENTERLINE OF JOLLY
 EE2308'ROAD, 25.88 M (84.91 FT) NORTH OF TELEPHONE CABLE PEDESTAL NO. 4 9
 EE2308'ACROSS DEKALB COUNTY ROAD NO.50, 0.79 M (2.59 FT) SOUTHWEST OF A
 EE2308'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2308'STATION WHITMIRE 1934 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2308'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EE2308'MR. OLIVER OWENS
 EE2308'ROUTE 3, BOX 15
 EE2308'FYFFE, ALABAMA 35971
 EE2308'PHONE 205 - 623 - 2836
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2309 ***********************************************************************
 EE2309  DESIGNATION -  25 10
 EE2309  PID         -  EE2309
 EE2309  STATE/COUNTY-  AL/DE KALB
 EE2309  USGS QUAD   -  CHAVIES (1983)
 EE2309
 EE2309                         *CURRENT SURVEY CONTROL
 EE2309  ___________________________________________________________________
 EE2309* NAD 83(1992)-  34 22 33.65370(N)    085 46 44.25954(W)     ADJUSTED  
 EE2309* NAVD 88     -       273.54   (meters)     897.4    (feet)  N HEIGHT  
 EE2309  ___________________________________________________________________
 EE2309  X           -     387,896.929 (meters)                     COMP
 EE2309  Y           -  -5,255,728.362 (meters)                     COMP
 EE2309  Z           -   3,581,086.901 (meters)                     COMP
 EE2309  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 EE2309  ELLIP HEIGHT-         244.71  (meters)          (07/29/02) GPS OBS
 EE2309  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 EE2309  DYNAMIC HT  -         273.25  (meters)     896.5   (feet)  COMP
 EE2309  MODELED GRAV-     979,590.8   (mgal)                       NAVD 88
 EE2309
 EE2309  HORZ ORDER  -  FIRST
 EE2309  VERT ORDER  -  THIRD
 EE2309  ELLP ORDER  -  FOURTH    CLASS I
 EE2309
 EE2309.The horizontal coordinates were established by GPS observations
 EE2309.and adjusted by the National Geodetic Survey in December 1992..
 EE2309
 EE2309.The orthometric height was determined by differential leveling
 EE2309.and adjusted by the National Geodetic Survey in September 1998..
 EE2309.The height was determined by precise leveling from only one NSRS
 EE2309.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EE2309.allowed ONLY to validate the GPS-derived height.
 EE2309
 EE2309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2309
 EE2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2309
 EE2309.The ellipsoidal height was determined by GPS observations
 EE2309.and is referenced to NAD 83.
 EE2309
 EE2309.The geoid height was determined by GEOID03.
 EE2309
 EE2309.The dynamic height is computed by dividing the NAVD 88
 EE2309.geopotential number by the normal gravity value computed on the
 EE2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE2309.degrees latitude (g = 980.6199 gals.).
 EE2309
 EE2309.The modeled gravity was interpolated from observed gravity values.
 EE2309
 EE2309;                    North         East     Units Scale Factor Converg.
 EE2309;SPC AL E     -   429,813.607   205,000.737   MT  0.99996031   +0 01 50.5
 EE2309;UTM  16      - 3,804,524.528   612,264.140   MT  0.99975535   +0 41 22.2
 EE2309
 EE2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2309!SPC AL E     -   0.99996159  x   0.99996031  =   0.99992190
 EE2309!UTM  16      -   0.99996159  x   0.99975535  =   0.99971695
 EE2309
 EE2309:                Primary Azimuth Mark                     Grid Az
 EE2309:SPC AL E     -  25 9                                     203 45 27.7
 EE2309:UTM  16      -  25 9                                     203 05 56.0
 EE2309
 EE2309|---------------------------------------------------------------------|
 EE2309| PID    Reference Object                     Distance      Geod. Az  |
 EE2309|                                                           dddmmss.s |
 EE2309| EE2323 25 9                                443.245 METERS 2034718.2 |
 EE2309|---------------------------------------------------------------------|
 EE2309
 EE2309                          SUPERSEDED SURVEY CONTROL
 EE2309
 EE2309  ELLIP H (12/04/92)  244.79   (m)                       GP(       ) 4 1
 EE2309  NAD 83(1992)-  34 22 33.66014(N)    085 46 44.25907(W) AD(       ) 1
 EE2309  NGVD 29 (??/??/??)  273.53   (m)          897.4    (f) N HEIGHT    3  
 EE2309
 EE2309.Superseded values are not recommended for survey control.
 EE2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2309.See file dsdata.txt to determine how the superseded data were derived.
 EE2309
 EE2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1226404525(NAD 83)
 EE2309_MARKER: DD = SURVEY DISK
 EE2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2309_SP_SET: CONCRETE POST
 EE2309_STAMPING: 25 - 10 1990
 EE2309_MARK LOGO: ALHD  
 EE2309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2309+STABILITY: SURFACE MOTION
 EE2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2309+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 EE2309
 EE2309  HISTORY     - Date     Condition        Report By
 EE2309  HISTORY     - 1990     MONUMENTED       ALHD
 EE2309  HISTORY     - 20040401 GOOD             ALHD
 EE2309
 EE2309                          STATION DESCRIPTION
 EE2309
 EE2309'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2309'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF U.
 EE2309'S. 11, ABOUT 9.25 KM (5.75 MI) SOUTHWEST OF FORT PAYNE AND ABOUT
 EE2309'14.40 KM (8.95 MI) NORTHEAST OF COLLINSVILLE.
 EE2309'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U. S. 11, GAULT AVENUE
 EE2309'SOUTH, AND ALA 35 NORTH, DRIVE SOUTH ON U. S. 11 7.48 KM (4.65 MI) TO
 EE2309'MILE POST 224.10, DEKALB COUNTY ROAD NO. 81 ON THE LEFT, AND THE
 EE2309'STATION ON THE RIGHT.
 EE2309'THE STATION IS 11.19 M (36.71 FT) WEST - NORTHWEST OF THE CENTERLINE
 EE2309'OF U. S. 11, 16.34 M (53.61 FT) SOUTH - SOUTHWEST OF A JUNCTION POWER
 EE2309'POLE WITH A TRANSFORMER, 23.47 M (77.00 FT) SOUTH - SOUTHWEST OF THE
 EE2309'EAST END OF AN AKINS FURNITURE SIGN, 23.47 M (77.00 FT) WEST -
 EE2309'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF U. S. 11 AND DEKALB
 EE2309'COUNTY ROAD NO. 81, 24.14 M (79.20 FT) SOUTH - SOUTHWEST OF THE WEST
 EE2309'END OF AN AKINS FURNITURE SIGN, 0.88 M (2.89 FT) EAST - SOUTHEAST OF
 EE2309'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2309'STATION 25 - 9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2309
 EE2309                          STATION RECOVERY (2004)
 EE2309
 EE2309'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EE2309'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2310 ***********************************************************************
 EE2310  DESIGNATION -  25 11
 EE2310  PID         -  EE2310
 EE2310  STATE/COUNTY-  AL/DE KALB
 EE2310  USGS QUAD   -  DUGOUT VALLEY (1975)
 EE2310
 EE2310                         *CURRENT SURVEY CONTROL
 EE2310  ___________________________________________________________________
 EE2310* NAD 83(1992)-  34 32 49.70791(N)    085 43 09.52343(W)     ADJUSTED  
 EE2310* NAVD 88     -       384.1    (meters)    1260.     (feet)  VERTCON   
 EE2310  ___________________________________________________________________
 EE2310  X           -     392,573.285 (meters)                     COMP
 EE2310  Y           -  -5,244,700.451 (meters)                     COMP
 EE2310  Z           -   3,596,801.972 (meters)                     COMP
 EE2310  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 EE2310  ELLIP HEIGHT-         355.37  (meters)          (07/29/02) GPS OBS
 EE2310  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 EE2310
 EE2310  HORZ ORDER  -  FIRST
 EE2310  ELLP ORDER  -  FOURTH    CLASS I
 EE2310
 EE2310.The horizontal coordinates were established by GPS observations
 EE2310.and adjusted by the National Geodetic Survey in December 1992..
 EE2310
 EE2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2310
 EE2310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2310
 EE2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2310
 EE2310.The ellipsoidal height was determined by GPS observations
 EE2310.and is referenced to NAD 83.
 EE2310
 EE2310.The geoid height was determined by GEOID03.
 EE2310
 EE2310;                    North         East     Units Scale Factor Converg.
 EE2310;SPC AL E     -   448,800.567   210,465.397   MT  0.99996135   +0 03 52.8
 EE2310;UTM  16      - 3,823,569.425   617,508.610   MT  0.99977020   +0 43 34.8
 EE2310
 EE2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2310!SPC AL E     -   0.99994422  x   0.99996135  =   0.99990557
 EE2310!UTM  16      -   0.99994422  x   0.99977020  =   0.99971443
 EE2310
 EE2310:                Primary Azimuth Mark                     Grid Az
 EE2310:SPC AL E     -  25 12                                    000 52 36.6
 EE2310:UTM  16      -  25 12                                    000 12 54.6
 EE2310
 EE2310|---------------------------------------------------------------------|
 EE2310| PID    Reference Object                     Distance      Geod. Az  |
 EE2310|                                                           dddmmss.s |
 EE2310| EE2311 25 12                               466.954 METERS 0005629.4 |
 EE2310|---------------------------------------------------------------------|
 EE2310
 EE2310                          SUPERSEDED SURVEY CONTROL
 EE2310
 EE2310  ELLIP H (12/04/92)  355.46   (m)                       GP(       ) 4 1
 EE2310  NAD 83(1992)-  34 32 49.71445(N)    085 43 09.52265(W) AD(       ) 1
 EE2310  NGVD 29 (12/04/92)  384.1    (m)         1260.     (f) GPS OBS        
 EE2310
 EE2310.Superseded values are not recommended for survey control.
 EE2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2310.See file dsdata.txt to determine how the superseded data were derived.
 EE2310
 EE2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1750923569(NAD 83)
 EE2310_MARKER: DD = SURVEY DISK
 EE2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2310_SP_SET: CONCRETE POST
 EE2310_STAMPING: 25 - 11 1990
 EE2310_MARK LOGO: ALHD  
 EE2310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2310+STABILITY: SURFACE MOTION
 EE2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2310+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1991
 EE2310
 EE2310  HISTORY     - Date     Condition        Report By
 EE2310  HISTORY     - 1990     MONUMENTED       ALHD
 EE2310  HISTORY     - 19910226 GOOD
 EE2310
 EE2310                          STATION DESCRIPTION
 EE2310
 EE2310'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2310'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 EE2310'DEKALB COUNTY ROAD NO. 85, ABOUT 9.17 KM (5.70 MI) SOUTH - SOUTHEAST
 EE2310'OF HENAGER AND ABOUT 11.91 KM (7.40 MI) NORTH OF FORT PAYNE.
 EE2310'TO REACH THE STATION FROM THE JUNCTION OF U. S. 11 AND DEKALB COUNTY
 EE2310'ROAD NO. 85, MILE POST 235.55 ON U. S. 11, DRIVE NORTHWESTERLY ON
 EE2310'DEKALB COUNTY ROAD NO. 85 4.35 KM (2.70 MI) TO A PAVED CROSS ROAD
 EE2310'WITH DEKALB COUNTY ROAD NO. 121 LEFT AND RIGHT, CONTINUE
 EE2310'NORTHWESTERLY ON DEKALB COUNTY ROAD NO. 85 1.05 KM (0.65 MI) TO THE
 EE2310'STATION ON THE LEFT.
 EE2310'THE STATION IS 13.11 M (43.01 FT) WEST - SOUTHWEST OF THE CENTERLINE
 EE2310'OF DEKALB COUNTY ROAD NO. 85, 13.41 M (44.00 FT) SOUTHEAST OF THE
 EE2310'CENTER OF A WOODS ROAD, 19.42 M (63.71 FT) SOUTH - SOUTHEAST OF AN
 EE2310'ANGLE POWER POLE, 1.48 M (4.86 FT) EAST - SOUTHEAST OF A CARSONITE
 EE2310'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2310'STATION 25 - 12 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2310
 EE2310                          STATION RECOVERY (1991)
 EE2310
 EE2310'RECOVERED 1991
 EE2310'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2311 ***********************************************************************
 EE2311  DESIGNATION -  25 12
 EE2311  PID         -  EE2311
 EE2311  STATE/COUNTY-  AL/DE KALB
 EE2311  USGS QUAD   -  DUGOUT VALLEY (1975)
 EE2311
 EE2311                         *CURRENT SURVEY CONTROL
 EE2311  ___________________________________________________________________
 EE2311* NAD 83(1992)-  34 33 04.85955(N)    085 43 09.22248(W)     ADJUSTED  
 EE2311* NAVD 88     -       391.5    (meters)    1284.     (feet)  VERTCON   
 EE2311  ___________________________________________________________________
 EE2311  X           -     392,561.625 (meters)                     COMP
 EE2311  Y           -  -5,244,441.883 (meters)                     COMP
 EE2311  Z           -   3,597,190.729 (meters)                     COMP
 EE2311  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 EE2311  ELLIP HEIGHT-         362.75  (meters)          (07/29/02) GPS OBS
 EE2311  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 EE2311
 EE2311  HORZ ORDER  -  FIRST
 EE2311  ELLP ORDER  -  FOURTH    CLASS I
 EE2311
 EE2311.The horizontal coordinates were established by GPS observations
 EE2311.and adjusted by the National Geodetic Survey in December 1992..
 EE2311
 EE2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2311
 EE2311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2311
 EE2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2311
 EE2311.The ellipsoidal height was determined by GPS observations
 EE2311.and is referenced to NAD 83.
 EE2311
 EE2311.The geoid height was determined by GEOID03.
 EE2311
 EE2311;                    North         East     Units Scale Factor Converg.
 EE2311;SPC AL E     -   449,267.448   210,472.543   MT  0.99996135   +0 03 53.0
 EE2311;UTM  16      - 3,824,036.268   617,510.363   MT  0.99977020   +0 43 35.3
 EE2311
 EE2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2311!SPC AL E     -   0.99994306  x   0.99996135  =   0.99990441
 EE2311!UTM  16      -   0.99994306  x   0.99977020  =   0.99971327
 EE2311
 EE2311:                Primary Azimuth Mark                     Grid Az
 EE2311:SPC AL E     -  25 11                                    180 52 36.6
 EE2311:UTM  16      -  25 11                                    180 12 54.3
 EE2311
 EE2311|---------------------------------------------------------------------|
 EE2311| PID    Reference Object                     Distance      Geod. Az  |
 EE2311|                                                           dddmmss.s |
 EE2311| EE2310 25 11                               466.954 METERS 1805629.6 |
 EE2311|---------------------------------------------------------------------|
 EE2311
 EE2311                          SUPERSEDED SURVEY CONTROL
 EE2311
 EE2311  ELLIP H (12/04/92)  362.83   (m)                       GP(       ) 4 1
 EE2311  NAD 83(1992)-  34 33 04.86609(N)    085 43 09.22170(W) AD(       ) 1
 EE2311  NGVD 29 (12/04/92)  391.5    (m)         1284.     (f) GPS OBS        
 EE2311
 EE2311.Superseded values are not recommended for survey control.
 EE2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2311.See file dsdata.txt to determine how the superseded data were derived.
 EE2311
 EE2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1751024036(NAD 83)
 EE2311_MARKER: DD = SURVEY DISK
 EE2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2311_SP_SET: CONCRETE POST
 EE2311_STAMPING: 25 - 12 1990
 EE2311_MARK LOGO: ALHD  
 EE2311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2311+STABILITY: SURFACE MOTION
 EE2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2311+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 EE2311
 EE2311  HISTORY     - Date     Condition        Report By
 EE2311  HISTORY     - 1990     MONUMENTED       ALHD
 EE2311  HISTORY     - 19910227 GOOD
 EE2311  HISTORY     - 20010710 GOOD             ALHD
 EE2311
 EE2311                          STATION DESCRIPTION
 EE2311
 EE2311'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2311'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 EE2311'DEKALB COUNTY ROAD NO. 85, ABOUT 8.85 KM (5.50 MI) SOUTH - SOUTHEAST
 EE2311'OF HENAGER AND ABOUT 12.31 KM (7.65 MI) NORTH OF FORT PAYNE.
 EE2311'TO REACH THE STATION FROM THE JUNCTION OF U. S. 11 AND DEKALB COUNTY
 EE2311'ROAD NO. 85, MILE POST 235.55 ON U. S. 11, DRIVE NORTHWESTERLY ON
 EE2311'DEKALB COUNTY ROAD NO. 85 4.35 KM (2.70 MI) TO A PAVED CROSS ROAD
 EE2311'WITH DEKALB COUNTY ROAD NO. 121 LEFT AND RIGHT, CONTINUE
 EE2311'NORTHWESTERLY ON DEKALB COUNTY ROAD NO. 85 1.45 KM (0.90 MI) TO THE
 EE2311'STATION ON THE RIGHT.
 EE2311'THE STATION IS 0.91 M (2.99 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF
 EE2311'AN OLD FOUR STRAND BARBED WIRE FENCE ON WOOD POSTS, 8.81 M
 EE2311'(28.90 FT) EAST OF THE CENTERLINE OF DEKALB COUNTY ROAD NO. 85, 28.41
 EE2311'M (93.21 FT) SOUTHEAST OF A POWER POLE, 1.30 M (4.27 FT) WEST OF A
 EE2311'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2311'STATION 25 - 11 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2311
 EE2311                          STATION RECOVERY (1991)
 EE2311
 EE2311'RECOVERED 1991
 EE2311'RECOVERED IN GOOD CONDITION.
 EE2311
 EE2311                          STATION RECOVERY (2001)
 EE2311
 EE2311'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EE2311'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2312 ***********************************************************************
 EE2312  DESIGNATION -  25 13
 EE2312  PID         -  EE2312
 EE2312  STATE/COUNTY-  AL/DE KALB
 EE2312  USGS QUAD   -  VALLEY HEAD (1983)
 EE2312
 EE2312                         *CURRENT SURVEY CONTROL
 EE2312  ___________________________________________________________________
 EE2312* NAD 83(1992)-  34 31 55.97318(N)    085 31 15.94731(W)     ADJUSTED  
 EE2312* NAVD 88     -       460.4    (meters)    1510.     (feet)  VERTCON   
 EE2312  ___________________________________________________________________
 EE2312  X           -     410,793.242 (meters)                     COMP
 EE2312  Y           -  -5,244,309.595 (meters)                     COMP
 EE2312  Z           -   3,595,481.192 (meters)                     COMP
 EE2312  LAPLACE CORR-          -1.45  (seconds)                    DEFLEC99
 EE2312  ELLIP HEIGHT-         431.65  (meters)          (07/29/02) GPS OBS
 EE2312  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE2312
 EE2312  HORZ ORDER  -  FIRST
 EE2312  ELLP ORDER  -  FOURTH    CLASS I
 EE2312
 EE2312.The horizontal coordinates were established by GPS observations
 EE2312.and adjusted by the National Geodetic Survey in December 1992..
 EE2312
 EE2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2312
 EE2312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2312
 EE2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2312
 EE2312.The ellipsoidal height was determined by GPS observations
 EE2312.and is referenced to NAD 83.
 EE2312
 EE2312.The geoid height was determined by GEOID03.
 EE2312
 EE2312;                    North         East     Units Scale Factor Converg.
 EE2312;SPC AL E     -   447,183.194   228,663.697   MT  0.99997012   +0 10 37.2
 EE2312;SPC GA W     -   503,368.041   575,665.321   MT  1.00009049   -0 46 04.4
 EE2312;SPC GA W     - 1,651,466.65  1,888,661.97   sFT  1.00009049   -0 46 04.4
 EE2312;UTM  16      - 3,822,162.520   635,721.327   MT  0.99982705   +0 50 18.5
 EE2312
 EE2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2312!SPC AL E     -   0.99993225  x   0.99997012  =   0.99990237
 EE2312!SPC GA W     -   0.99993225  x   1.00009049  =   1.00002273
 EE2312!UTM  16      -   0.99993225  x   0.99982705  =   0.99975931
 EE2312
 EE2312                          SUPERSEDED SURVEY CONTROL
 EE2312
 EE2312  ELLIP H (12/04/92)  431.73   (m)                       GP(       ) 4 1
 EE2312  NAD 83(1992)-  34 31 55.97965(N)    085 31 15.94664(W) AD(       ) 1
 EE2312  NGVD 29 (12/04/92)  460.4    (m)         1510.     (f) GPS OBS        
 EE2312
 EE2312.Superseded values are not recommended for survey control.
 EE2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2312.See file dsdata.txt to determine how the superseded data were derived.
 EE2312
 EE2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3572122163(NAD 83)
 EE2312_MARKER: DD = SURVEY DISK
 EE2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2312_SP_SET: CONCRETE POST
 EE2312_STAMPING: 25 - 13 1990
 EE2312_MARK LOGO: ALHD  
 EE2312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2312+STABILITY: SURFACE MOTION
 EE2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2312+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 EE2312
 EE2312  HISTORY     - Date     Condition        Report By
 EE2312  HISTORY     - 1990     MONUMENTED       ALHD
 EE2312  HISTORY     - 19910227 GOOD
 EE2312  HISTORY     - 20010709 POOR             ALHD
 EE2312
 EE2312                          STATION DESCRIPTION
 EE2312
 EE2312'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2312'THE STATION IS LOCATED IN DEKALB COUNTY ON THE NORTH RIGHT OF WAY OF
 EE2312'ALA 117, ABOUT 7.89 KM (4.90 MI) SOUTHEAST OF MENTONE AND ABOUT 21.24
 EE2312'KM (13.20 MI) NORTHEAST OF FORT PAYNE.
 EE2312'TO REACH THE STATION FROM THE JUNCTION OF ALA 117 AND DEKALB COUNTY
 EE2312'ROAD NO. 89 MILE POST 6.10 ON ALA 117, DRIVE SOUTHEAST ON ALA 117
 EE2312'9.09 KM (5.65 MI) TO MILE POST 0.45 AND THE STATION ON THE LEFT.
 EE2312'THE STATION IS 1.22 M (4.00 FT) SOUTH - SOUTHWEST OF A FIVE STRAND
 EE2312'BARBED WIRE FENCE ON TREATED WOOD POSTS, 9.08 M (29.79 FT) NORTH -
 EE2312'NORTHEAST OF THE CENTERLINE OF ALA 117, 38.77 M (127.20 FT) EAST OF
 EE2312'TELEPHONE CABLE POLE NO. 1 103 ACROSS ALA 117, 48.62 M (159.51 FT)
 EE2312'EAST - SOUTHEAST OF CONCRETE RIGHT OF WAY MARKER P. O. T. 526 - 55.0,
 EE2312'1.17 M (3.84 FT) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 EE2312'WITH THE GROUND.
 EE2312'STATION 25 - 14 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2312
 EE2312                          STATION RECOVERY (1991)
 EE2312
 EE2312'RECOVERED 1991
 EE2312'RECOVERED IN GOOD CONDITION.
 EE2312
 EE2312                          STATION RECOVERY (2001)
 EE2312
 EE2312'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EE2312'EROSION HAS EXPOSED APPROX. 18 INCHES OF THE SOUTH SIDE OF THE MARK
 EE2312'AND MADE IT VERY DIFFICULT TO SET UP OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2313 ***********************************************************************
 EE2313  DESIGNATION -  25 14
 EE2313  PID         -  EE2313
 EE2313  STATE/COUNTY-  AL/DE KALB
 EE2313  USGS QUAD   -  VALLEY HEAD (1983)
 EE2313
 EE2313                         *CURRENT SURVEY CONTROL
 EE2313  ___________________________________________________________________
 EE2313* NAD 83(1992)-  34 31 47.25703(N)    085 30 56.60446(W)     ADJUSTED  
 EE2313* NAVD 88     -       456.7    (meters)    1498.     (feet)  VERTCON   
 EE2313  ___________________________________________________________________
 EE2313  X           -     411,296.700 (meters)                     COMP
 EE2313  Y           -  -5,244,419.801 (meters)                     COMP
 EE2313  Z           -   3,595,257.815 (meters)                     COMP
 EE2313  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 EE2313  ELLIP HEIGHT-         427.95  (meters)          (07/29/02) GPS OBS
 EE2313  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE2313
 EE2313  HORZ ORDER  -  FIRST
 EE2313  ELLP ORDER  -  FOURTH    CLASS I
 EE2313
 EE2313.The horizontal coordinates were established by GPS observations
 EE2313.and adjusted by the National Geodetic Survey in December 1992..
 EE2313
 EE2313.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2313.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2313
 EE2313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2313
 EE2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2313
 EE2313.The ellipsoidal height was determined by GPS observations
 EE2313.and is referenced to NAD 83.
 EE2313
 EE2313.The geoid height was determined by GEOID03.
 EE2313
 EE2313;                    North         East     Units Scale Factor Converg.
 EE2313;SPC AL E     -   446,916.157   229,157.791   MT  0.99997048   +0 10 48.1
 EE2313;SPC GA W     -   503,092.859   576,155.004   MT  1.00008899   -0 45 53.2
 EE2313;SPC GA W     - 1,650,563.82  1,890,268.54   sFT  1.00008899   -0 45 53.2
 EE2313;UTM  16      - 3,821,901.242   636,218.401   MT  0.99982871   +0 50 29.3
 EE2313
 EE2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2313!SPC AL E     -   0.99993283  x   0.99997048  =   0.99990331
 EE2313!SPC GA W     -   0.99993283  x   1.00008899  =   1.00002181
 EE2313!UTM  16      -   0.99993283  x   0.99982871  =   0.99976155
 EE2313
 EE2313                          SUPERSEDED SURVEY CONTROL
 EE2313
 EE2313  ELLIP H (12/04/92)  428.03   (m)                       GP(       ) 4 1
 EE2313  NAD 83(1992)-  34 31 47.26350(N)    085 30 56.60378(W) AD(       ) 1
 EE2313  NGVD 29 (12/04/92)  456.7    (m)         1498.     (f) GPS OBS        
 EE2313
 EE2313.Superseded values are not recommended for survey control.
 EE2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2313.See file dsdata.txt to determine how the superseded data were derived.
 EE2313
 EE2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3621821901(NAD 83)
 EE2313_MARKER: DD = SURVEY DISK
 EE2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2313_SP_SET: CONCRETE POST
 EE2313_STAMPING: 25 - 14 1990
 EE2313_MARK LOGO: ALHD  
 EE2313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2313+STABILITY: SURFACE MOTION
 EE2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2313+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1991
 EE2313
 EE2313  HISTORY     - Date     Condition        Report By
 EE2313  HISTORY     - 1990     MONUMENTED       ALHD
 EE2313  HISTORY     - 19910227 GOOD
 EE2313  HISTORY     - 20010709 MARK NOT FOUND   ALHD
 EE2313
 EE2313                          STATION DESCRIPTION
 EE2313
 EE2313'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2313'THE STATION IS LOCATED IN DEKALB COUNTY ON THE SOUTH RIGHT OF WAY OF
 EE2313'ALA 117, ABOUT 8.53 KM (5.30 MI) SOUTHEAST OF MENTONE AND ABOUT 21.57
 EE2313'KM (13.40 MI) NORTHEAST OF FORT PAYNE.
 EE2313'TO REACH THE STATION FROM THE JUNCTION OF ALA 117 AND DEKALB COUNTY
 EE2313'ROAD NO. 89 MILE POST 6.10 ON ALA 117, DRIVE SOUTHEAST ON ALA 117
 EE2313'9.66 KM (6.00 MI) TO MILE POST 0.10 AND THE STATION ON THE RIGHT.
 EE2313'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF A PAVED CROSS
 EE2313'ROAD, 1.01 M (3.31 FT) NORTH - NORTHWEST OF TELEPHONE CABLE AND POWER
 EE2313'POLE NO. 1 109, 8.05 M (26.41 FT) SOUTH - SOUTHWEST OF THE CENTERLINE
 EE2313'OF ALA 117, 17.68 M (58.01 FT) EAST - SOUTHEAST OF THE CENTER OF THE
 EE2313'PAVED CROSS ROAD, 31.39 M (102.99 FT) EAST - SOUTHEAST OF THE NORTH
 EE2313'GATE POST AND FENCE CORNER ACROSS THE PAVED ROAD, 0.64 M (2.10 FT)
 EE2313'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2313'STATION 25 - 13 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2313
 EE2313                          STATION RECOVERY (1991)
 EE2313
 EE2313'RECOVERED 1991
 EE2313'RECOVERED IN GOOD CONDITION.
 EE2313
 EE2313                          STATION RECOVERY (2001)
 EE2313
 EE2313'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EE2313'WITNESS POST AND POWER POLE REFERENCES PLACE THE MARK IN A RECENT
 EE2313'WATER LINE TRENCH - MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2314 ***********************************************************************
 EE2314  DESIGNATION -  25 15
 EE2314  PID         -  EE2314
 EE2314  STATE/COUNTY-  AL/DE KALB
 EE2314  USGS QUAD   -  SULPHUR SPRINGS (1982)
 EE2314
 EE2314                         *CURRENT SURVEY CONTROL
 EE2314  ___________________________________________________________________
 EE2314* NAD 83(1992)-  34 41 34.72574(N)    085 34 04.47145(W)     ADJUSTED  
 EE2314* NAVD 88     -       271.1    (meters)     889.     (feet)  VERTCON   
 EE2314  ___________________________________________________________________
 EE2314  X           -     405,713.429 (meters)                     COMP
 EE2314  Y           -  -5,234,387.560 (meters)                     COMP
 EE2314  Z           -   3,610,052.110 (meters)                     COMP
 EE2314  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 EE2314  ELLIP HEIGHT-         242.24  (meters)          (07/29/02) GPS OBS
 EE2314  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 EE2314
 EE2314  HORZ ORDER  -  FIRST
 EE2314  ELLP ORDER  -  FOURTH    CLASS I
 EE2314
 EE2314.The horizontal coordinates were established by GPS observations
 EE2314.and adjusted by the National Geodetic Survey in December 1992..
 EE2314
 EE2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2314
 EE2314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2314
 EE2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2314
 EE2314.The ellipsoidal height was determined by GPS observations
 EE2314.and is referenced to NAD 83.
 EE2314
 EE2314.The geoid height was determined by GEOID03.
 EE2314
 EE2314;                    North         East     Units Scale Factor Converg.
 EE2314;SPC AL E     -   465,004.448   224,319.339   MT  0.99996729   +0 09 03.9
 EE2314;SPC GA W     -   521,260.941   571,615.521   MT  1.00010309   -0 47 51.6
 EE2314;SPC GA W     - 1,710,170.27  1,875,375.26   sFT  1.00010309   -0 47 51.6
 EE2314;UTM  16      - 3,839,929.676   631,171.781   MT  0.99981207   +0 48 54.8
 EE2314
 EE2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2314!SPC AL E     -   0.99996198  x   0.99996729  =   0.99992927
 EE2314!SPC GA W     -   0.99996198  x   1.00010309  =   1.00006506
 EE2314!UTM  16      -   0.99996198  x   0.99981207  =   0.99977405
 EE2314
 EE2314:                Primary Azimuth Mark                     Grid Az
 EE2314:SPC AL E     -  25 15A                                   035 06 40.0
 EE2314:SPC GA W     -  25 15A                                   036 03 35.5
 EE2314:UTM  16      -  25 15A                                   034 26 49.1
 EE2314
 EE2314|---------------------------------------------------------------------|
 EE2314| PID    Reference Object                     Distance      Geod. Az  |
 EE2314|                                                           dddmmss.s |
 EE2314| EE2315 25 15A                              APPROX. 0.5 KM 0351543.9 |
 EE2314|---------------------------------------------------------------------|
 EE2314
 EE2314                          SUPERSEDED SURVEY CONTROL
 EE2314
 EE2314  ELLIP H (12/04/92)  242.33   (m)                       GP(       ) 4 1
 EE2314  NAD 83(1992)-  34 41 34.73155(N)    085 34 04.47087(W) AD(       ) 1
 EE2314  NGVD 29 (12/04/92)  271.1    (m)          889.     (f) GPS OBS        
 EE2314
 EE2314.Superseded values are not recommended for survey control.
 EE2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2314.See file dsdata.txt to determine how the superseded data were derived.
 EE2314
 EE2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3117239930(NAD 83)
 EE2314_MARKER: DD = SURVEY DISK
 EE2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2314_SP_SET: CONCRETE POST
 EE2314_STAMPING: 25 - 15 1990
 EE2314_MARK LOGO: ALHD  
 EE2314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2314+STABILITY: SURFACE MOTION
 EE2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2314+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1991
 EE2314
 EE2314  HISTORY     - Date     Condition        Report By
 EE2314  HISTORY     - 1990     MONUMENTED       ALHD
 EE2314  HISTORY     - 19910226 GOOD
 EE2314
 EE2314                          STATION DESCRIPTION
 EE2314
 EE2314'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2314'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF U.
 EE2314'S. 11, ABOUT 9.33 KM (5.80 MI) EAST OF IDER AND ABOUT 12.87 KM
 EE2314'(8.00 MI) NORTH - NORTHEAST OF MENTONE.
 EE2314'TO REACH THE STATION FROM EXIT 239 ON I - 59, DRIVE EAST ON A PAVED
 EE2314'COUNTY ROAD 0.32 KM (0.20 MI) TO U. S. 11 AT MILE POST 251.10, TURN
 EE2314'RIGHT ON U. S. 11 AND DRIVE SOUTH WEST 0.32 KM (0.20 MI) TO MILE POST
 EE2314'250.90 AND THE STATION ON THE LEFT.
 EE2314'THE STATION IS 10.52 M (34.51 FT) EAST - SOUTHEAST OF THE CENTERLINE
 EE2314'OF U. S. 11, 20.18 M (66.21 FT) SOUTH - SOUTHWEST OF A POWER POLE,
 EE2314'22.13 M (72.60 FT) EAST OF TELEPHONE CABLE POLE NO. 1 214 ACROSS U.
 EE2314'S. 11, 38.71 M (127.00 FT) NORTH - NORTHEAST OF A CONCRETE BARRIER
 EE2314'LINE MARKER, 1.31 M (4.30 FT) NORTHWEST OF A CARSONITE WITNESS POST,
 EE2314'AND SET FLUSH WITH THE GROUND.
 EE2314'STATION 25 - 16 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2314
 EE2314                          STATION RECOVERY (1991)
 EE2314
 EE2314'RECOVERED 1991
 EE2314'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2315 ***********************************************************************
 EE2315  DESIGNATION -  25 15A
 EE2315  PID         -  EE2315
 EE2315  STATE/COUNTY-  AL/DE KALB
 EE2315  USGS QUAD   -  SULPHUR SPRINGS (1982)
 EE2315
 EE2315                         *CURRENT SURVEY CONTROL
 EE2315  ___________________________________________________________________
 EE2315* NAD 83(1992)-  34 41 49.01080(N)    085 33 52.24223(W)     ADJUSTED  
 EE2315* NAVD 88     -       268.5    (meters)     881.     (feet)  VERTCON   
 EE2315  ___________________________________________________________________
 EE2315  X           -     406,004.227 (meters)                     COMP
 EE2315  Y           -  -5,234,111.559 (meters)                     COMP
 EE2315  Z           -   3,610,412.584 (meters)                     COMP
 EE2315  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 EE2315  ELLIP HEIGHT-         239.66  (meters)          (07/29/02) GPS OBS
 EE2315  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EE2315
 EE2315  HORZ ORDER  -  FIRST
 EE2315  ELLP ORDER  -  FOURTH    CLASS I
 EE2315
 EE2315.The horizontal coordinates were established by GPS observations
 EE2315.and adjusted by the National Geodetic Survey in December 1992..
 EE2315
 EE2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2315
 EE2315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2315
 EE2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2315
 EE2315.The ellipsoidal height was determined by GPS observations
 EE2315.and is referenced to NAD 83.
 EE2315
 EE2315.The geoid height was determined by GEOID03.
 EE2315
 EE2315;                    North         East     Units Scale Factor Converg.
 EE2315;SPC AL E     -   465,445.456   224,629.412   MT  0.99996747   +0 09 10.9
 EE2315;SPC GA W     -   521,696.813   571,932.897   MT  1.00010209   -0 47 44.9
 EE2315;SPC GA W     - 1,711,600.29  1,876,416.51   sFT  1.00010209   -0 47 44.9
 EE2315;UTM  16      - 3,840,374.180   631,476.674   MT  0.99981306   +0 49 02.1
 EE2315
 EE2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2315!SPC AL E     -   0.99996238  x   0.99996747  =   0.99992985
 EE2315!SPC GA W     -   0.99996238  x   1.00010209  =   1.00006447
 EE2315!UTM  16      -   0.99996238  x   0.99981306  =   0.99977545
 EE2315
 EE2315:                Primary Azimuth Mark                     Grid Az
 EE2315:SPC AL E     -  25 15                                    215 06 39.9
 EE2315:SPC GA W     -  25 15                                    216 03 35.7
 EE2315:UTM  16      -  25 15                                    214 26 48.7
 EE2315
 EE2315|---------------------------------------------------------------------|
 EE2315| PID    Reference Object                     Distance      Geod. Az  |
 EE2315|                                                           dddmmss.s |
 EE2315| EE2314 25 15                               APPROX. 0.5 KM 2151550.8 |
 EE2315|---------------------------------------------------------------------|
 EE2315
 EE2315                          SUPERSEDED SURVEY CONTROL
 EE2315
 EE2315  ELLIP H (12/04/92)  239.75   (m)                       GP(       ) 4 1
 EE2315  NAD 83(1992)-  34 41 49.01660(N)    085 33 52.24164(W) AD(       ) 1
 EE2315  NGVD 29 (12/04/92)  268.5    (m)          881.     (f) GPS OBS        
 EE2315
 EE2315.Superseded values are not recommended for survey control.
 EE2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2315.See file dsdata.txt to determine how the superseded data were derived.
 EE2315
 EE2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3147740374(NAD 83)
 EE2315_MARKER: DD = SURVEY DISK
 EE2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2315_SP_SET: CONCRETE POST
 EE2315_STAMPING: 25 - 15A 1990
 EE2315_MARK LOGO: ALHD  
 EE2315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2315+STABILITY: SURFACE MOTION
 EE2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2315+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 EE2315
 EE2315  HISTORY     - Date     Condition        Report By
 EE2315  HISTORY     - 1990     MONUMENTED       ALHD
 EE2315  HISTORY     - 19910221 GOOD
 EE2315
 EE2315                          STATION DESCRIPTION
 EE2315
 EE2315'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2315'THE STATION IS LOCATED IN DEKALB COUNTY ON THE NORTHWEST RIGHT OF WAY
 EE2315'OF U. S. 11, ABOUT 9.50 KM (5.90 MI) EAST OF IDER AND ABOUT 13.36 KM
 EE2315'(8.30 MI) NORTH - NORTHEAST OF MENTONE.
 EE2315'TO REACH THE STATION FROM EXIT 239 ON I - 59, DRIVE EAST ON A PAVED
 EE2315'COUNTY ROAD 0.32 KM (0.20 MI) TO U. S. 11 AT MILE POST 251.10, TURN
 EE2315'LEFT ON U. S. 11 AND DRIVE NORTHEAST 0.16 KM (0.10 MI) TO MILE POST
 EE2315'251.20 AND THE STATION ON THE LEFT.
 EE2315'THE STATION IS 0.67 M (2.20 FT) NORTHWEST OF A CONCRETE CURB FOR A
 EE2315'DRIVEWAY TO AN ABANDONED SERVICE STATION, 10.61 M (34.81 FT)
 EE2315'NORTHWEST OF THE CENTERLINE OF U. S. 11, 22.01 M (72.21 FT) NORTH -
 EE2315'NORTHEAST OF TELEPHONE CABLE NO. 223, 22.49 M (73.79 FT) NORTH -
 EE2315'NORTHEAST OF TELEPHONE CABLE POLE NO. 1 121, 36.27 M (119.00 FT) EAST
 EE2315'OF THE NORTHEAST CORNER OF AN ABANDONED WHITE CONCRETE BLOCK SERVICE
 EE2315'STATION, 1.09 M (3.58 FT) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 EE2315'SET FLUSH WITH THE GROUND.
 EE2315'STATION 25 - 15 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2315
 EE2315                          STATION RECOVERY (1991)
 EE2315
 EE2315'RECOVERED 1991
 EE2315'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2944 ***********************************************************************
 AA2944  DESIGNATION -  25 16
 AA2944  PID         -  AA2944
 AA2944  STATE/COUNTY-  AL/DE KALB
 AA2944  USGS QUAD   -  KEENER (1983)
 AA2944
 AA2944                         *CURRENT SURVEY CONTROL
 AA2944  ___________________________________________________________________
 AA2944* NAD 83(1992)-  34 14 19.37356(N)    085 54 49.43312(W)     ADJUSTED  
 AA2944* NAVD 88     -       208.5    (meters)     684.     (feet)  VERTCON   
 AA2944  ___________________________________________________________________
 AA2944  X           -     376,141.302 (meters)                     COMP
 AA2944  Y           -  -5,265,135.403 (meters)                     COMP
 AA2944  Z           -   3,568,469.077 (meters)                     COMP
 AA2944  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AA2944  ELLIP HEIGHT-         179.61  (meters)          (07/29/02) GPS OBS
 AA2944  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA2944
 AA2944  HORZ ORDER  -  FIRST
 AA2944  ELLP ORDER  -  FOURTH    CLASS I
 AA2944
 AA2944.The horizontal coordinates were established by GPS observations
 AA2944.and adjusted by the National Geodetic Survey in March 1995..
 AA2944
 AA2944.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2944
 AA2944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2944
 AA2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2944
 AA2944.The ellipsoidal height was determined by GPS observations
 AA2944.and is referenced to NAD 83.
 AA2944
 AA2944.The geoid height was determined by GEOID03.
 AA2944
 AA2944;                    North         East     Units Scale Factor Converg.
 AA2944;SPC AL E     -   414,585.388   192,593.577   MT  0.99996068   -0 02 42.8
 AA2944;UTM  16      - 3,789,158.307   600,035.286   MT  0.99972335   +0 36 40.4
 AA2944
 AA2944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2944!SPC AL E     -   0.99997181  x   0.99996068  =   0.99993249
 AA2944!UTM  16      -   0.99997181  x   0.99972335  =   0.99969516
 AA2944
 AA2944:                Primary Azimuth Mark                     Grid Az
 AA2944:SPC AL E     -  25 17                                    357 55 29.0
 AA2944:UTM  16      -  25 17                                    357 16 05.8
 AA2944
 AA2944|---------------------------------------------------------------------|
 AA2944| PID    Reference Object                     Distance      Geod. Az  |
 AA2944|                                                           dddmmss.s |
 AA2944| AA2945 25 17                               APPROX. 0.6 KM 3575246.2 |
 AA2944|---------------------------------------------------------------------|
 AA2944
 AA2944                          SUPERSEDED SURVEY CONTROL
 AA2944
 AA2944  ELLIP H (03/30/95)  179.69   (m)                       GP(       ) 4 2
 AA2944  NGVD 29 (03/30/95)  208.5    (m)          684.     (f) GPS OBS        
 AA2944
 AA2944.Superseded values are not recommended for survey control.
 AA2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2944.See file dsdata.txt to determine how the superseded data were derived.
 AA2944
 AA2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0003589158(NAD 83)
 AA2944_MARKER: DD = SURVEY DISK
 AA2944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2944_SP_SET: CONCRETE POST
 AA2944_STAMPING: 25-16 1993
 AA2944_MARK LOGO: ALHD  
 AA2944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2944+STABILITY: SURFACE MOTION
 AA2944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2944+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2944
 AA2944  HISTORY     - Date     Condition        Report By
 AA2944  HISTORY     - 1993     MONUMENTED       ALHD
 AA2944
 AA2944                          STATION DESCRIPTION
 AA2944
 AA2944'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2944'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF A
 AA2944'PAVED COUNTY ROAD, ABOUT 3.30 MI (5.31 KM) SOUTHWEST OF COLLINSVILLE
 AA2944'AND ABOUT 5.60 MI (9.01 KM) SOUTHEAST OF CROSSVILLE. TO REACH THE
 AA2944'STATION FROM EXIT 205 ON I-59 (MILE POST 18.85 ON ALA 68) IN
 AA2944'COLLINSVILLE, DRIVE NORTHWEST ON ALA 68 FOR 0.15 MI (0.24 KM) TO MILE
 AA2944'POST 18.70 AND DEKALB COUNTY ROAD NO. 51 LEFT AND RIGHT, TURN LEFT ON
 AA2944'DEKALB COUNTY ROAD NO. 51 AND DRIVE SOUTHWEST FOR 1.65 MI (2.66 KM) TO
 AA2944'A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD
 AA2944'AND DRIVE SOUTHWEST FOR 2.00 MI (3.22 KM) TO THE STATION ON THE LEFT.
 AA2944'THE STATION IS 3.1 FT (0.9 M) WEST OF A LINE OF WHITE TOP, GREEN STEEL
 AA2944'POSTS WITH NO FENCE, 3.1 FT (0.9 M) WEST OF A SIX-INCH TREATED WOOD
 AA2944'POST IN THE LINE OF POSTS, 29.0 FT (8.8 M) EAST OF THE CENTER OF THE
 AA2944'PAVED COUNTY ROAD, 60.9 FT (18.6 M) SOUTHEAST OF A GRAPHIC CURVE SIGN
 AA2944'ACROSS THE ROAD, 132.0 FT (40.2 M) NORTH OF THE NORTHWEST CORNER OF
 AA2944'THE LINE OF POSTS, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST,
 AA2944'AND SET FLUSH WITH THE GROUND. STATION 25-17 1993 MAY BE USED AS AN
 AA2944'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2945 ***********************************************************************
 AA2945  DESIGNATION -  25 17
 AA2945  PID         -  AA2945
 AA2945  STATE/COUNTY-  AL/DE KALB
 AA2945  USGS QUAD   -  KEENER (1983)
 AA2945
 AA2945                         *CURRENT SURVEY CONTROL
 AA2945  ___________________________________________________________________
 AA2945* NAD 83(1992)-  34 14 38.45688(N)    085 54 50.28397(W)     ADJUSTED  
 AA2945* NAVD 88     -       202.6    (meters)     665.     (feet)  VERTCON   
 AA2945  ___________________________________________________________________
 AA2945  X           -     376,095.661 (meters)                     COMP
 AA2945  Y           -  -5,264,802.082 (meters)                     COMP
 AA2945  Z           -   3,568,951.884 (meters)                     COMP
 AA2945  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AA2945  ELLIP HEIGHT-         173.74  (meters)          (07/29/02) GPS OBS
 AA2945  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA2945
 AA2945  HORZ ORDER  -  FIRST
 AA2945  ELLP ORDER  -  FOURTH    CLASS I
 AA2945
 AA2945.The horizontal coordinates were established by GPS observations
 AA2945.and adjusted by the National Geodetic Survey in March 1995..
 AA2945
 AA2945.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2945
 AA2945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2945
 AA2945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2945
 AA2945.The ellipsoidal height was determined by GPS observations
 AA2945.and is referenced to NAD 83.
 AA2945
 AA2945.The geoid height was determined by GEOID03.
 AA2945
 AA2945;                    North         East     Units Scale Factor Converg.
 AA2945;SPC AL E     -   415,173.396   192,572.270   MT  0.99996068   -0 02 43.3
 AA2945;UTM  16      - 3,789,745.893   600,007.249   MT  0.99972328   +0 36 40.3
 AA2945
 AA2945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2945!SPC AL E     -   0.99997273  x   0.99996068  =   0.99993341
 AA2945!UTM  16      -   0.99997273  x   0.99972328  =   0.99969601
 AA2945
 AA2945:                Primary Azimuth Mark                     Grid Az
 AA2945:SPC AL E     -  25 16                                    177 55 29.0
 AA2945:UTM  16      -  25 16                                    177 16 05.4
 AA2945
 AA2945|---------------------------------------------------------------------|
 AA2945| PID    Reference Object                     Distance      Geod. Az  |
 AA2945|                                                           dddmmss.s |
 AA2945| AA2944 25 16                               APPROX. 0.6 KM 1775245.7 |
 AA2945|---------------------------------------------------------------------|
 AA2945
 AA2945                          SUPERSEDED SURVEY CONTROL
 AA2945
 AA2945  ELLIP H (03/30/95)  173.82   (m)                       GP(       ) 4 2
 AA2945  NGVD 29 (03/30/95)  202.6    (m)          665.     (f) GPS OBS        
 AA2945
 AA2945.Superseded values are not recommended for survey control.
 AA2945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2945.See file dsdata.txt to determine how the superseded data were derived.
 AA2945
 AA2945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0000789746(NAD 83)
 AA2945_MARKER: DD = SURVEY DISK
 AA2945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2945_SP_SET: CONCRETE POST
 AA2945_STAMPING: 25-17 1993
 AA2945_MARK LOGO: ALHD  
 AA2945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2945+STABILITY: SURFACE MOTION
 AA2945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2945+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AA2945
 AA2945  HISTORY     - Date     Condition        Report By
 AA2945  HISTORY     - 1993     MONUMENTED       ALHD
 AA2945  HISTORY     - 20050616 GOOD             TVA
 AA2945
 AA2945                          STATION DESCRIPTION
 AA2945
 AA2945'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2945'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF A
 AA2945'PAVED COUNTY ROAD, ABOUT 3.40 MI (5.47 KM) SOUTHWEST OF COLLINSVILLE
 AA2945'AND ABOUT 5.40 MI (8.69 KM) SOUTHEAST OF CROSSVILLE. TO REACH THE
 AA2945'STATION FROM EXIT 205 ON I-59 (MILE POST 18.85 ON ALA 68) IN
 AA2945'COLLINSVILLE, DRIVE NORTHWEST ON ALA 68 FOR 0.15 MI (0.24 KM) TO MILE
 AA2945'POST 18.70 AND DEKALB COUNTY ROAD NO. 51 LEFT AND RIGHT, TURN LEFT ON
 AA2945'DEKALB COUNTY ROAD NO. 51 AND DRIVE SOUTHWEST FOR 1.65 MI (2.66 KM) TO
 AA2945'A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD
 AA2945'AND DRIVE SOUTHWEST FOR 1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT.
 AA2945'THE STATION IS 3.0 FT (0.9 M) EAST OF A SIX STRAND BARBED WIRE FENCE
 AA2945'ON RUSTY STEEL POSTS, 27.5 FT (8.4 M) WEST OF THE CENTER OF THE PAVED
 AA2945'COUNTY ROAD, 31.9 FT (9.7 M) SOUTH-SOUTHWEST OF RICKY MYERS MAIL BOX,
 AA2945'69.8 FT (21.3 M) NORTH OF THE SOUTHEAST CORNER OF THE FENCE, 75.6 FT
 AA2945'(23.0 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE FENCE ACROSS THE
 AA2945'ROAD, 88.0 FT (26.8 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 3.0
 AA2945'FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2945'GROUND. STATION 25-16 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2945
 AA2945                          STATION RECOVERY (2005)
 AA2945
 AA2945'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2005 (CDM)
 AA2945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2946 ***********************************************************************
 AA2946  DESIGNATION -  25 18
 AA2946  PID         -  AA2946
 AA2946  STATE/COUNTY-  AL/DE KALB
 AA2946  USGS QUAD   -  RODENTOWN (1983)
 AA2946
 AA2946                         *CURRENT SURVEY CONTROL
 AA2946  ___________________________________________________________________
 AA2946* NAD 83(1992)-  34 13 51.77736(N)    086 00 03.44805(W)     ADJUSTED  
 AA2946* NAVD 88     -       344.9    (meters)    1132.     (feet)  VERTCON   
 AA2946  ___________________________________________________________________
 AA2946  X           -     368,166.519 (meters)                     COMP
 AA2946  Y           -  -5,266,291.619 (meters)                     COMP
 AA2946  Z           -   3,567,842.766 (meters)                     COMP
 AA2946  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AA2946  ELLIP HEIGHT-         315.96  (meters)          (07/29/02) GPS OBS
 AA2946  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AA2946
 AA2946  HORZ ORDER  -  FIRST
 AA2946  ELLP ORDER  -  FOURTH    CLASS I
 AA2946
 AA2946.The horizontal coordinates were established by GPS observations
 AA2946.and adjusted by the National Geodetic Survey in March 1995..
 AA2946
 AA2946.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2946
 AA2946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2946
 AA2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2946
 AA2946.The ellipsoidal height was determined by GPS observations
 AA2946.and is referenced to NAD 83.
 AA2946
 AA2946.The geoid height was determined by GEOID03.
 AA2946
 AA2946;                    North         East     Units Scale Factor Converg.
 AA2946;SPC AL E     -   413,744.886   184,556.714   MT  0.99996294   -0 05 39.5
 AA2946;UTM  16      - 3,788,226.020   592,010.569   MT  0.99970436   +0 33 43.3
 AA2946
 AA2946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2946!SPC AL E     -   0.99995040  x   0.99996294  =   0.99991334
 AA2946!UTM  16      -   0.99995040  x   0.99970436  =   0.99965478
 AA2946
 AA2946:                Primary Azimuth Mark                     Grid Az
 AA2946:SPC AL E     -  25 19                                    355 08 57.6
 AA2946:UTM  16      -  25 19                                    354 29 34.8
 AA2946
 AA2946|---------------------------------------------------------------------|
 AA2946| PID    Reference Object                     Distance      Geod. Az  |
 AA2946|                                                           dddmmss.s |
 AA2946| AA2947 25 19                               408.542 METERS 3550318.1 |
 AA2946|---------------------------------------------------------------------|
 AA2946
 AA2946                          SUPERSEDED SURVEY CONTROL
 AA2946
 AA2946  ELLIP H (03/30/95)  316.05   (m)                       GP(       ) 4 2
 AA2946  NGVD 29 (03/30/95)  344.9    (m)         1132.     (f) GPS OBS        
 AA2946
 AA2946.Superseded values are not recommended for survey control.
 AA2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2946.See file dsdata.txt to determine how the superseded data were derived.
 AA2946
 AA2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9201188226(NAD 83)
 AA2946_MARKER: DD = SURVEY DISK
 AA2946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2946_SP_SET: CONCRETE POST
 AA2946_STAMPING: 25-18 1993
 AA2946_MARK LOGO: ALHD  
 AA2946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2946+STABILITY: SURFACE MOTION
 AA2946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2946+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2946
 AA2946  HISTORY     - Date     Condition        Report By
 AA2946  HISTORY     - 1993     MONUMENTED       ALHD
 AA2946
 AA2946                          STATION DESCRIPTION
 AA2946
 AA2946'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2946'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 AA2946'DEKALB COUNTY ROAD NO. 29, ABOUT 3.90 MI (6.28 KM) SOUTH OF CROSSVILLE
 AA2946'AND ABOUT 8.20 MI (13.20 KM) WEST-SOUTHWEST OF COLLINSVILLE. TO REACH
 AA2946'THE STATION FROM EXIT 205 ON I-59 (MILE POST 18.85 ON ALA 68) IN
 AA2946'COLLINSVILLE, DRIVE NORTHWEST AND WEST ON ALA 68 FOR 8.95 MI (14.40
 AA2946'KM) TO MILE POST 9.90 AND ALA 227 SOUTH ON THE LEFT IN CROSSVILLE.
 AA2946'TURN LEFT ON ALA 227 AND DRIVE SOUTH AND SOUTHEAST FOR 3.15 MI (5.07
 AA2946'KM) TO MILE POST 20.10 AND A CROSS ROAD WITH ALA 227 ON THE LEFT,
 AA2946'DEKALB COUNTY ROAD NO. 8 ON THE RIGHT, AND DEKALB COUNTY ROAD NO. 26
 AA2946'AHEAD, CONTINUE SOUTH, SOUTHWEST, AND WEST ON DEKALB COUNTY ROAD NO.
 AA2946'26 FOR 1.50 MI (2.41 KM) TO A CROSS ROAD WITH DEKALB COUNTY ROAD NO.
 AA2946'29 ON THE LEFT AND A GRAVEL ROAD ON THE RIGHT, TURN LEFT ON DEKALB
 AA2946'COUNTY ROAD NO. 29 AND DRIVE SOUTH FOR 0.35 MI (0.56 KM) TO THE
 AA2946'STATION ON THE LEFT. THE STATION IS 2.0 FT (0.6 M) WEST OF A FIVE
 AA2946'STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 29.0 FT (8.8
 AA2946'M) EAST OF THE CENTER OF DEKALB COUNTY ROAD NO. 29, 112.5 FT (34.3 M)
 AA2946'NORTH OF THE SOUTHWEST CORNER OF THE FENCE, 115.6 FT (35.2 M) NORTH OF
 AA2946'TRANSFORMER POWER POLE NO. 1861042, 117.0 FT (35.7 M) SOUTH OF THE
 AA2946'NORTHWEST CORNER OF THE FENCE, 144.9 FT (44.2 M) NORTH-NORTHEAST OF
 AA2946'TELEPHONE CABLE PEDESTAL NO. C 52 L 2 ACROSS THE ROAD, 2.2 FT (0.7 M)
 AA2946'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2946'STATION 25-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2947 ***********************************************************************
 AA2947  DESIGNATION -  25 19
 AA2947  PID         -  AA2947
 AA2947  STATE/COUNTY-  AL/DE KALB
 AA2947  USGS QUAD   -  RODENTOWN (1983)
 AA2947
 AA2947                         *CURRENT SURVEY CONTROL
 AA2947  ___________________________________________________________________
 AA2947* NAD 83(1992)-  34 14 04.98680(N)    086 00 04.82412(W)     ADJUSTED  
 AA2947* NAVD 88     -       350.5    (meters)    1150.     (feet)  VERTCON   
 AA2947  ___________________________________________________________________
 AA2947  X           -     368,115.738 (meters)                     COMP
 AA2947  Y           -  -5,266,070.233 (meters)                     COMP
 AA2947  Z           -   3,568,182.419 (meters)                     COMP
 AA2947  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AA2947  ELLIP HEIGHT-         321.52  (meters)          (07/29/02) GPS OBS
 AA2947  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AA2947
 AA2947  HORZ ORDER  -  FIRST
 AA2947  ELLP ORDER  -  FOURTH    CLASS I
 AA2947
 AA2947.The horizontal coordinates were established by GPS observations
 AA2947.and adjusted by the National Geodetic Survey in March 1995..
 AA2947
 AA2947.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2947
 AA2947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2947
 AA2947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2947
 AA2947.The ellipsoidal height was determined by GPS observations
 AA2947.and is referenced to NAD 83.
 AA2947
 AA2947.The geoid height was determined by GEOID03.
 AA2947
 AA2947;                    North         East     Units Scale Factor Converg.
 AA2947;SPC AL E     -   414,151.950   184,522.169   MT  0.99996295   -0 05 40.3
 AA2947;UTM  16      - 3,788,632.557   591,971.374   MT  0.99970427   +0 33 42.7
 AA2947
 AA2947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2947!SPC AL E     -   0.99994953  x   0.99996295  =   0.99991248
 AA2947!UTM  16      -   0.99994953  x   0.99970427  =   0.99965382
 AA2947
 AA2947:                Primary Azimuth Mark                     Grid Az
 AA2947:SPC AL E     -  25 18                                    175 08 57.6
 AA2947:UTM  16      -  25 18                                    174 29 34.6
 AA2947
 AA2947|---------------------------------------------------------------------|
 AA2947| PID    Reference Object                     Distance      Geod. Az  |
 AA2947|                                                           dddmmss.s |
 AA2947| AA2946 25 18                               408.542 METERS 1750317.3 |
 AA2947|---------------------------------------------------------------------|
 AA2947
 AA2947                          SUPERSEDED SURVEY CONTROL
 AA2947
 AA2947  ELLIP H (03/30/95)  321.60   (m)                       GP(       ) 4 2
 AA2947  NGVD 29 (03/30/95)  350.4    (m)         1150.     (f) GPS OBS        
 AA2947
 AA2947.Superseded values are not recommended for survey control.
 AA2947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2947.See file dsdata.txt to determine how the superseded data were derived.
 AA2947
 AA2947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9197188633(NAD 83)
 AA2947_MARKER: DD = SURVEY DISK
 AA2947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2947_SP_SET: CONCRETE POST
 AA2947_STAMPING: 25-19 1993
 AA2947_MARK LOGO: ALHD  
 AA2947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2947+STABILITY: SURFACE MOTION
 AA2947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2947+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2947
 AA2947  HISTORY     - Date     Condition        Report By
 AA2947  HISTORY     - 1993     MONUMENTED       ALHD
 AA2947
 AA2947                          STATION DESCRIPTION
 AA2947
 AA2947'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2947'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 AA2947'DEKALB COUNTY ROAD NO. 29, ABOUT 3.70 MI (5.95 KM) SOUTH OF CROSSVILLE
 AA2947'AND ABOUT 8.20 MI (13.20 KM) WEST-SOUTHWEST OF COLLINSVILLE. TO REACH
 AA2947'THE STATION FROM EXIT 205 ON I-59 (MILE POST 18.85 ON ALA 68) IN
 AA2947'COLLINSVILLE, DRIVE NORTHWEST AND WEST ON ALA 68 FOR 8.95 MI (14.40
 AA2947'KM) TO MILE POST 9.90 AND ALA 227 SOUTH ON THE LEFT IN CROSSVILLE.
 AA2947'TURN LEFT ON ALA 227 AND DRIVE SOUTH AND SOUTHEAST FOR 3.15 MI (5.07
 AA2947'KM) TO MILE POST 20.10 AND A CROSS ROAD WITH ALA 227 ON THE LEFT,
 AA2947'DEKALB COUNTY ROAD NO. 8 ON THE RIGHT, AND DEKALB COUNTY ROAD NO. 26
 AA2947'AHEAD, CONTINUE SOUTH, SOUTHWEST, AND WEST ON DEKALB COUNTY ROAD NO.
 AA2947'26 FOR 1.50 MI (2.41 KM) TO A CROSS ROAD WITH DEKALB COUNTY ROAD NO.
 AA2947'29 ON THE LEFT AND A GRAVEL ROAD ON THE RIGHT, TURN LEFT ON DEKALB
 AA2947'COUNTY ROAD NO. 29 AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO THE
 AA2947'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE
 AA2947'STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS, 21.2 FT (6.5 M)
 AA2947'SOUTH-SOUTHEAST OF THE SOUTH ONE OF TWO CONNECTED CROSS TIE POSTS IN
 AA2947'THE FENCE LINE, 23.5 FT (7.2 M) WEST OF THE CENTER OF DEKALB COUNTY
 AA2947'ROAD NO. 29, 76.6 FT (23.3 M) SOUTH OF THE NORTHEAST CORNER OF THE
 AA2947'FENCE, 80.8 FT (24.6 M) NORTH OF A CROSS TIE POST IN THE FENCE LINE,
 AA2947'139.7 FT (42.6 M) NORTH-NORTHWEST OF A POWER POLE ACROSS THE ROAD, 3.2
 AA2947'FT (1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2947'GROUND. STATION 25-18 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2316 ***********************************************************************
 EE2316  DESIGNATION -  25 2
 EE2316  PID         -  EE2316
 EE2316  STATE/COUNTY-  AL/DE KALB
 EE2316  USGS QUAD   -  DUTTON (1983)
 EE2316
 EE2316                         *CURRENT SURVEY CONTROL
 EE2316  ___________________________________________________________________
 EE2316* NAD 83(1992)-  34 31 11.58542(N)    085 54 18.81823(W)     ADJUSTED  
 EE2316* NAVD 88     -       383.1    (meters)    1257.     (feet)  VERTCON   
 EE2316  ___________________________________________________________________
 EE2316  X           -     375,675.411 (meters)                     COMP
 EE2316  Y           -  -5,247,655.577 (meters)                     COMP
 EE2316  Z           -   3,594,310.425 (meters)                     COMP
 EE2316  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 EE2316  ELLIP HEIGHT-         354.33  (meters)          (07/29/02) GPS OBS
 EE2316  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 EE2316
 EE2316  HORZ ORDER  -  FIRST
 EE2316  ELLP ORDER  -  FOURTH    CLASS I
 EE2316
 EE2316.The horizontal coordinates were established by GPS observations
 EE2316.and adjusted by the National Geodetic Survey in December 1992..
 EE2316
 EE2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2316
 EE2316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2316
 EE2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2316
 EE2316.The ellipsoidal height was determined by GPS observations
 EE2316.and is referenced to NAD 83.
 EE2316
 EE2316.The geoid height was determined by GEOID03.
 EE2316
 EE2316;                    North         East     Units Scale Factor Converg.
 EE2316;SPC AL E     -   445,773.538   193,399.092   MT  0.99996054   -0 02 26.7
 EE2316;UTM  16      - 3,820,346.273   600,482.025   MT  0.99972445   +0 37 13.6
 EE2316
 EE2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2316!SPC AL E     -   0.99994438  x   0.99996054  =   0.99990492
 EE2316!UTM  16      -   0.99994438  x   0.99972445  =   0.99966885
 EE2316
 EE2316                          SUPERSEDED SURVEY CONTROL
 EE2316
 EE2316  ELLIP H (12/04/92)  354.41   (m)                       GP(       ) 4 1
 EE2316  NAD 83(1992)-  34 31 11.59311(N)    085 54 18.81768(W) AD(       ) 1
 EE2316  NGVD 29 (12/04/92)  383.1    (m)         1257.     (f) GPS OBS        
 EE2316
 EE2316.Superseded values are not recommended for survey control.
 EE2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2316.See file dsdata.txt to determine how the superseded data were derived.
 EE2316
 EE2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0048220346(NAD 83)
 EE2316_MARKER: DD = SURVEY DISK
 EE2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2316_SP_SET: CONCRETE POST
 EE2316_STAMPING: 25 - 2 1990
 EE2316_MARK LOGO: ALHD  
 EE2316_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2316+STABILITY: SURFACE MOTION
 EE2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2316+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EE2316
 EE2316  HISTORY     - Date     Condition        Report By
 EE2316  HISTORY     - 1990     MONUMENTED       ALHD
 EE2316
 EE2316                          STATION DESCRIPTION
 EE2316
 EE2316'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2316'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 EE2316'DEKALB COUNTY ROAD NO. 47 IN POWELL CROSSROADS, ABOUT 6.12 KM
 EE2316'(3.80 MI) NORTHWEST OF RAINSVILLE.
 EE2316'TO REACH THE STATION FROM THE JUNCTION OF ALA 35 AND DEKALB COUNTY
 EE2316'ROAD NO. 47, MILE POST 36.15 ON ALA 35, DRIVE SOUTH ON DEKALB COUNTY
 EE2316'ROAD NO. 47 1.37 KM (0.85 MI) TO THE STATION ON THE RIGHT.
 EE2316'THE STATION IS 0.98 M (3.22 FT) WEST - NORTHWEST OF A TWO STRAND
 EE2316'ELECTRIC BARBED WIRE FENCE ON STEEL POSTS, 7.68 M (25.20 FT) WEST -
 EE2316'NORTHWEST OF THE CENTERLINE OF DEKALB COUNTY ROAD NO. 47, 36.91 M
 EE2316'(121.10 FT) SOUTH - SOUTHWEST OF A POWER AND TELEPHONE CABLE POLE,
 EE2316'37.22 M (122.11 FT) WEST - SOUTHWEST OF A JUNCTION POWER POLE WITH A
 EE2316'TRANSFORMER AND A NIGHT LIGHT, 1.01 M (3.31 FT) NORTHWEST OF A
 EE2316'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2316'STATION 25 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2316'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EE2316'MR. JOE WOOD
 EE2316'ROUTE 25, BOX 66
 EE2316'POWELL CROSS ROADS, ALABAMA
 EE2316'PHONE 205 - 638 - 3934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2948 ***********************************************************************
 AA2948  DESIGNATION -  25 20
 AA2948  PID         -  AA2948
 AA2948  STATE/COUNTY-  AL/DE KALB
 AA2948  USGS QUAD   -  PAINTER (1983)
 AA2948
 AA2948                         *CURRENT SURVEY CONTROL
 AA2948  ___________________________________________________________________
 AA2948* NAD 83(1992)-  34 19 45.66378(N)    086 06 22.42178(W)     ADJUSTED  
 AA2948* NAVD 88     -       331.9    (meters)    1089.     (feet)  VERTCON   
 AA2948  ___________________________________________________________________
 AA2948  X           -     358,072.232 (meters)                     COMP
 AA2948  Y           -  -5,260,820.442 (meters)                     COMP
 AA2948  Z           -   3,576,846.010 (meters)                     COMP
 AA2948  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AA2948  ELLIP HEIGHT-         302.83  (meters)          (07/29/02) GPS OBS
 AA2948  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA2948
 AA2948  HORZ ORDER  -  FIRST
 AA2948  ELLP ORDER  -  FOURTH    CLASS I
 AA2948
 AA2948.The horizontal coordinates were established by GPS observations
 AA2948.and adjusted by the National Geodetic Survey in March 1995..
 AA2948
 AA2948.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2948
 AA2948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2948
 AA2948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2948
 AA2948.The ellipsoidal height was determined by GPS observations
 AA2948.and is referenced to NAD 83.
 AA2948
 AA2948.The geoid height was determined by GEOID03.
 AA2948
 AA2948;                    North         East     Units Scale Factor Converg.
 AA2948;SPC AL E     -   424,669.836   174,887.346   MT  0.99996777   -0 09 14.0
 AA2948;UTM  16      - 3,799,036.416   582,219.197   MT  0.99968332   +0 30 14.7
 AA2948
 AA2948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2948!SPC AL E     -   0.99995246  x   0.99996777  =   0.99992024
 AA2948!UTM  16      -   0.99995246  x   0.99968332  =   0.99963580
 AA2948
 AA2948:                Primary Azimuth Mark                     Grid Az
 AA2948:SPC AL E     -  25 21                                    028 53 00.3
 AA2948:UTM  16      -  25 21                                    028 13 31.6
 AA2948
 AA2948|---------------------------------------------------------------------|
 AA2948| PID    Reference Object                     Distance      Geod. Az  |
 AA2948|                                                           dddmmss.s |
 AA2948| AA2949 25 21                               460.291 METERS 0284346.3 |
 AA2948|---------------------------------------------------------------------|
 AA2948
 AA2948                          SUPERSEDED SURVEY CONTROL
 AA2948
 AA2948  ELLIP H (03/30/95)  302.91   (m)                       GP(       ) 4 2
 AA2948  NGVD 29 (03/30/95)  331.8    (m)         1089.     (f) GPS OBS        
 AA2948
 AA2948.Superseded values are not recommended for survey control.
 AA2948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2948.See file dsdata.txt to determine how the superseded data were derived.
 AA2948
 AA2948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8221999036(NAD 83)
 AA2948_MARKER: DD = SURVEY DISK
 AA2948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2948_SP_SET: CONCRETE POST
 AA2948_STAMPING: 25-20 1993
 AA2948_MARK LOGO: ALHD  
 AA2948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2948+STABILITY: SURFACE MOTION
 AA2948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2948+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2948
 AA2948  HISTORY     - Date     Condition        Report By
 AA2948  HISTORY     - 1993     MONUMENTED       ALHD
 AA2948
 AA2948                          STATION DESCRIPTION
 AA2948
 AA2948'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2948'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 AA2948'DEKALB COUNTY ROAD NO. 52, ABOUT 6.05 MI (9.74 KM) WEST-SOUTHWEST OF
 AA2948'GERALDINE AND ABOUT 7.10 MI (11.43 KM) WEST-NORTHWEST OF CROSSVILLE.
 AA2948'TO REACH THE STATION FROM ALA 75 AND ALA 227 (MILE POST 72.00 ON ALA
 AA2948'75 AND MILE POST 28.90 ON ALA 227) IN GERALDINE, DRIVE SOUTHWEST AND
 AA2948'WEST ON ALA 75 FOR 7.05 MI (11.35 KM) TO MILE POST 64.95 AND THE
 AA2948'DEKALB - MARSHALL COUNTY LINE, CONTINUE WEST ON ALA 75 FOR 0.20 MI
 AA2948'(0.32 KM) TO MILE POST 64.75 AND MARSHALL COUNTY ROAD NO. 372 LEFT AND
 AA2948'RIGHT, TURN RIGHT ON MARSHALL COUNTY ROAD NO. 372 AND DRIVE NORTH AND
 AA2948'NORTHEAST FOR 1.20 MI (1.93 KM) TO THE DEKALB - MARSHALL COUNTY LINE
 AA2948'AND A Y-INTERSECTION, BEAR RIGHT ON A PAVED COUNTY ROAD AND DRIVE
 AA2948'NORTHEAST FOR 0.40 MI (0.64 KM) TO THE STATION ON THE LEFT. THE
 AA2948'STATION IS 2.8 FT (0.9 M) EAST-SOUTHEAST OF A SIX STRAND BARBED WIRE
 AA2948'FENCE ON OLD WOOD POSTS, 22.1 FT (6.7 M) SOUTH-SOUTHWEST OF A POWER
 AA2948'LINE GUY POLE, 36.0 FT (11.0 M) WEST-NORTHWEST OF THE CENTER OF DEKALB
 AA2948'COUNTY ROAD NO. 52, 66.9 FT (20.4 M) WEST OF TELEPHONE CABLE PEDESTAL
 AA2948'NO. 114 34 ACROSS THE ROAD, 67.6 FT (20.6 M) WEST OF TRANSFORMER POWER
 AA2948'POLE NO. 114 84 ACROSS THE ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE
 AA2948'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 25-21 1993 MAY BE
 AA2948'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2949 ***********************************************************************
 AA2949  DESIGNATION -  25 21
 AA2949  PID         -  AA2949
 AA2949  STATE/COUNTY-  AL/DE KALB
 AA2949  USGS QUAD   -  PAINTER (1983)
 AA2949
 AA2949                         *CURRENT SURVEY CONTROL
 AA2949  ___________________________________________________________________
 AA2949* NAD 83(1992)-  34 19 58.76280(N)    086 06 13.76629(W)     ADJUSTED  
 AA2949* NAVD 88     -       334.3    (meters)    1097.     (feet)  VERTCON   
 AA2949  ___________________________________________________________________
 AA2949  X           -     358,277.658 (meters)                     COMP
 AA2949  Y           -  -5,260,580.269 (meters)                     COMP
 AA2949  Z           -   3,577,180.691 (meters)                     COMP
 AA2949  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AA2949  ELLIP HEIGHT-         305.23  (meters)          (07/29/02) GPS OBS
 AA2949  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA2949
 AA2949  HORZ ORDER  -  FIRST
 AA2949  ELLP ORDER  -  FOURTH    CLASS I
 AA2949
 AA2949.The horizontal coordinates were established by GPS observations
 AA2949.and adjusted by the National Geodetic Survey in March 1995..
 AA2949
 AA2949.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2949
 AA2949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2949
 AA2949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2949
 AA2949.The ellipsoidal height was determined by GPS observations
 AA2949.and is referenced to NAD 83.
 AA2949
 AA2949.The geoid height was determined by GEOID03.
 AA2949
 AA2949;                    North         East     Units Scale Factor Converg.
 AA2949;SPC AL E     -   425,072.855   175,109.673   MT  0.99996763   -0 09 09.2
 AA2949;UTM  16      - 3,799,441.847   582,436.819   MT  0.99968377   +0 30 19.7
 AA2949
 AA2949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2949!SPC AL E     -   0.99995209  x   0.99996763  =   0.99991972
 AA2949!UTM  16      -   0.99995209  x   0.99968377  =   0.99963587
 AA2949
 AA2949:                Primary Azimuth Mark                     Grid Az
 AA2949:SPC AL E     -  25 20                                    208 53 00.4
 AA2949:UTM  16      -  25 20                                    208 13 31.5
 AA2949
 AA2949|---------------------------------------------------------------------|
 AA2949| PID    Reference Object                     Distance      Geod. Az  |
 AA2949|                                                           dddmmss.s |
 AA2949| AA2948 25 20                               460.291 METERS 2084351.2 |
 AA2949|---------------------------------------------------------------------|
 AA2949
 AA2949                          SUPERSEDED SURVEY CONTROL
 AA2949
 AA2949  ELLIP H (03/30/95)  305.31   (m)                       GP(       ) 4 2
 AA2949  NGVD 29 (03/30/95)  334.2    (m)         1096.     (f) GPS OBS        
 AA2949
 AA2949.Superseded values are not recommended for survey control.
 AA2949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2949.See file dsdata.txt to determine how the superseded data were derived.
 AA2949
 AA2949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8243799442(NAD 83)
 AA2949_MARKER: DD = SURVEY DISK
 AA2949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2949_SP_SET: CONCRETE POST
 AA2949_STAMPING: 25-21 1993
 AA2949_MARK LOGO: ALHD  
 AA2949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2949+STABILITY: SURFACE MOTION
 AA2949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2949+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2949
 AA2949  HISTORY     - Date     Condition        Report By
 AA2949  HISTORY     - 1993     MONUMENTED       ALHD
 AA2949
 AA2949                          STATION DESCRIPTION
 AA2949
 AA2949'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2949'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 AA2949'DEKALB COUNTY ROAD NO. 52, ABOUT 5.85 MI (9.41 KM) WEST-SOUTHWEST OF
 AA2949'GERALDINE AND ABOUT 7.10 MI (11.43 KM) WEST-NORTHWEST OF CROSSVILLE.
 AA2949'TO REACH THE STATION FROM ALA 75 AND ALA 227 (MILE POST 72.00 ON ALA
 AA2949'75 AND MILE POST 28.90 ON ALA 227) IN GERALDINE, DRIVE SOUTHWEST AND
 AA2949'WEST ON ALA 75 FOR 7.05 MI (11.35 KM) TO MILE POST 64.95 AND THE
 AA2949'DEKALB - MARSHALL COUNTY LINE, CONTINUE WEST ON ALA 75 FOR 0.20 MI
 AA2949'(0.32 KM) TO MILE POST 64.75 AND MARSHALL COUNTY ROAD NO. 372 LEFT AND
 AA2949'RIGHT, TURN RIGHT ON MARSHALL COUNTY ROAD NO. 372 AND DRIVE NORTH AND
 AA2949'NORTHEAST FOR 1.20 MI (1.93 KM) TO THE DEKALB - MARSHALL COUNTY LINE
 AA2949'AND A Y-INTERSECTION, BEAR RIGHT ON A PAVED COUNTY ROAD AND DRIVE
 AA2949'NORTHEAST FOR 0.70 MI (1.13 KM) TO THE STATION ON THE LEFT. THE
 AA2949'STATION IS 2.5 FT (0.8 M) EAST-SOUTHEAST OF A THREE STRAND BARBED WIRE
 AA2949'FENCE ON TREATED WOOD POSTS, 32.5 FT (9.9 M) WEST-NORTHWEST OF THE
 AA2949'CENTER OF DEKALB COUNTY ROAD NO. 52, 82.7 FT (25.2 M) WEST OF
 AA2949'TELEPHONE CABLE PEDESTAL NO. 114 32 A LP 7 ACROSS THE ROAD, 135.0 FT
 AA2949'(41.1 M) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE, 145.0
 AA2949'FT (44.2 M) SOUTH-SOUTHWEST OF OF THE CENTER OF A GRAVEL DRIVEWAY, 2.7
 AA2949'FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2949'THE GROUND. STATION 25-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2949'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2950 ***********************************************************************
 AA2950  DESIGNATION -  25 22
 AA2950  PID         -  AA2950
 AA2950  STATE/COUNTY-  AL/DE KALB
 AA2950  USGS QUAD   -  CROSSVILLE (1975)
 AA2950
 AA2950                         *CURRENT SURVEY CONTROL
 AA2950  ___________________________________________________________________
 AA2950* NAD 83(1992)-  34 19 39.45593(N)    085 59 54.74945(W)     ADJUSTED  
 AA2950* NAVD 88     -       337.3    (meters)    1107.     (feet)  VERTCON   
 AA2950  ___________________________________________________________________
 AA2950  X           -     367,967.095 (meters)                     COMP
 AA2950  Y           -  -5,260,250.369 (meters)                     COMP
 AA2950  Z           -   3,576,691.183 (meters)                     COMP
 AA2950  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA2950  ELLIP HEIGHT-         308.41  (meters)          (07/29/02) GPS OBS
 AA2950  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA2950
 AA2950  HORZ ORDER  -  FIRST
 AA2950  ELLP ORDER  -  FOURTH    CLASS I
 AA2950
 AA2950.The horizontal coordinates were established by GPS observations
 AA2950.and adjusted by the National Geodetic Survey in March 1995..
 AA2950
 AA2950.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2950
 AA2950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2950
 AA2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2950
 AA2950.The ellipsoidal height was determined by GPS observations
 AA2950.and is referenced to NAD 83.
 AA2950
 AA2950.The geoid height was determined by GEOID03.
 AA2950
 AA2950;                    North         East     Units Scale Factor Converg.
 AA2950;SPC AL E     -   424,457.192   184,796.724   MT  0.99996285   -0 05 35.4
 AA2950;UTM  16      - 3,798,937.606   592,127.674   MT  0.99970462   +0 33 53.2
 AA2950
 AA2950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2950!SPC AL E     -   0.99995159  x   0.99996285  =   0.99991444
 AA2950!UTM  16      -   0.99995159  x   0.99970462  =   0.99965622
 AA2950
 AA2950:                Primary Azimuth Mark                     Grid Az
 AA2950:SPC AL E     -  25 23                                    356 28 11.4
 AA2950:UTM  16      -  25 23                                    355 48 42.8
 AA2950
 AA2950|---------------------------------------------------------------------|
 AA2950| PID    Reference Object                     Distance      Geod. Az  |
 AA2950|                                                           dddmmss.s |
 AA2950| AA2951 25 23                               442.517 METERS 3562236.0 |
 AA2950|---------------------------------------------------------------------|
 AA2950
 AA2950                          SUPERSEDED SURVEY CONTROL
 AA2950
 AA2950  ELLIP H (03/30/95)  308.50   (m)                       GP(       ) 4 2
 AA2950  NGVD 29 (03/30/95)  337.3    (m)         1107.     (f) GPS OBS        
 AA2950
 AA2950.Superseded values are not recommended for survey control.
 AA2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2950.See file dsdata.txt to determine how the superseded data were derived.
 AA2950
 AA2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9212898938(NAD 83)
 AA2950_MARKER: DD = SURVEY DISK
 AA2950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2950_SP_SET: CONCRETE POST
 AA2950_STAMPING: 25-22 1993
 AA2950_MARK LOGO: ALHD  
 AA2950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2950+STABILITY: SURFACE MOTION
 AA2950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2950+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2950
 AA2950  HISTORY     - Date     Condition        Report By
 AA2950  HISTORY     - 1993     MONUMENTED       ALHD
 AA2950
 AA2950                          STATION DESCRIPTION
 AA2950
 AA2950'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2950'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 AA2950'ALA 227, ABOUT 2.35 MI (3.78 KM) SOUTH OF GERALDINE AND ABOUT 2.75 MI
 AA2950'(4.43 KM) NORTH OF CROSSVILLE. TO REACH THE STATION FROM THE JUNCTION
 AA2950'OF ALA 75 AND ALA 227 (MILE POST 28.90 ON ALA 227 AND MILE POST 72.00
 AA2950'ON ALA 75) IN GERALDINE, DRIVE SOUTH ON ALA 227 FOR 2.45 MI (3.94 KM)
 AA2950'TO MILE POST 26.45 AND THE STATION ON THE RIGHT. THE STATION IS 3.2 FT
 AA2950'(1.0 M) EAST OF A NINE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS,
 AA2950'3.2 FT (1.0 M) EAST OF A TWELVE-INCH POST IN THE FENCE LINE, 43.8 FT
 AA2950'(13.4 M) WEST OF THE CENTERLINE OF ALA 227, 98.2 FT (29.9 M) NORTHWEST
 AA2950'OF A POWER POLE, 101.5 FT (30.9 M) NORTH OF A CABLE POLE WITH ONE GUY
 AA2950'WIRE, 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2950'WITH THE GROUND. STATION 25-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2950'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2951 ***********************************************************************
 AA2951  DESIGNATION -  25 23
 AA2951  PID         -  AA2951
 AA2951  STATE/COUNTY-  AL/DE KALB
 AA2951  USGS QUAD   -  CROSSVILLE (1975)
 AA2951
 AA2951                         *CURRENT SURVEY CONTROL
 AA2951  ___________________________________________________________________
 AA2951* NAD 83(1992)-  34 19 53.78838(N)    085 59 55.84347(W)     ADJUSTED  
 AA2951* NAVD 88     -       339.5    (meters)    1114.     (feet)  VERTCON   
 AA2951  ___________________________________________________________________
 AA2951  X           -     367,921.940 (meters)                     COMP
 AA2951  Y           -  -5,260,005.636 (meters)                     COMP
 AA2951  Z           -   3,577,057.121 (meters)                     COMP
 AA2951  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AA2951  ELLIP HEIGHT-         310.57  (meters)          (07/29/02) GPS OBS
 AA2951  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA2951
 AA2951  HORZ ORDER  -  FIRST
 AA2951  ELLP ORDER  -  FOURTH    CLASS I
 AA2951
 AA2951.The horizontal coordinates were established by GPS observations
 AA2951.and adjusted by the National Geodetic Survey in March 1995..
 AA2951
 AA2951.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2951
 AA2951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2951
 AA2951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2951
 AA2951.The ellipsoidal height was determined by GPS observations
 AA2951.and is referenced to NAD 83.
 AA2951
 AA2951.The geoid height was determined by GEOID03.
 AA2951
 AA2951;                    North         East     Units Scale Factor Converg.
 AA2951;SPC AL E     -   424,898.852   184,769.477   MT  0.99996286   -0 05 36.0
 AA2951;UTM  16      - 3,799,378.810   592,095.366   MT  0.99970455   +0 33 52.8
 AA2951
 AA2951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2951!SPC AL E     -   0.99995125  x   0.99996286  =   0.99991411
 AA2951!UTM  16      -   0.99995125  x   0.99970455  =   0.99965581
 AA2951
 AA2951:                Primary Azimuth Mark                     Grid Az
 AA2951:SPC AL E     -  25 22                                    176 28 11.4
 AA2951:UTM  16      -  25 22                                    175 48 42.6
 AA2951
 AA2951|---------------------------------------------------------------------|
 AA2951| PID    Reference Object                     Distance      Geod. Az  |
 AA2951|                                                           dddmmss.s |
 AA2951| AA2950 25 22                               442.517 METERS 1762235.4 |
 AA2951|---------------------------------------------------------------------|
 AA2951
 AA2951                          SUPERSEDED SURVEY CONTROL
 AA2951
 AA2951  ELLIP H (03/30/95)  310.66   (m)                       GP(       ) 4 2
 AA2951  NGVD 29 (03/30/95)  339.5    (m)         1114.     (f) GPS OBS        
 AA2951
 AA2951.Superseded values are not recommended for survey control.
 AA2951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2951.See file dsdata.txt to determine how the superseded data were derived.
 AA2951
 AA2951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9209599379(NAD 83)
 AA2951_MARKER: DD = SURVEY DISK
 AA2951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2951_SP_SET: CONCRETE POST
 AA2951_STAMPING: 25-23 1993
 AA2951_MARK LOGO: ALHD  
 AA2951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2951+STABILITY: SURFACE MOTION
 AA2951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2951+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2951
 AA2951  HISTORY     - Date     Condition        Report By
 AA2951  HISTORY     - 1993     MONUMENTED       ALHD
 AA2951
 AA2951                          STATION DESCRIPTION
 AA2951
 AA2951'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2951'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 AA2951'ALA 227, ABOUT 2.10 MI (3.38 KM) SOUTH OF GERALDINE AND ABOUT 3.05 MI
 AA2951'(4.91 KM) NORTH OF CROSSVILLE. TO REACH THE STATION FROM THE JUNCTION
 AA2951'OF ALA 75 AND ALA 227 (MILE POST 28.90 ON ALA 227 AND MILE POST 72.00
 AA2951'ON ALA 75) IN GERALDINE, DRIVE SOUTH ON ALA 227 FOR 2.20 MI (3.54 KM)
 AA2951'TO MILE POST 26.70 AND THE STATION ON THE LEFT. THE STATION IS 2.9 FT
 AA2951'(0.9 M) WEST OF A SIX STRAND BARBED WIRE FENCE ON OLD TREATED WOOD
 AA2951'POSTS, 41.4 FT (12.6 M) EAST OF THE CENTERLINE OF ALA 227, 76.8 FT
 AA2951'(23.4 M) SOUTH OF TRANSFORMER POWER POLE NO. 10, 84.8 FT (25.8 M)
 AA2951'NORTH-NORTHWEST OF A POWER POLE, 3.2 FT (1.0 M) WEST OF A CARSONITE
 AA2951'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 25-22 1993 MAY BE
 AA2951'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2952 ***********************************************************************
 AA2952  DESIGNATION -  25 24
 AA2952  PID         -  AA2952
 AA2952  STATE/COUNTY-  AL/DE KALB
 AA2952  USGS QUAD   -  CROSSVILLE (1975)
 AA2952
 AA2952                         *CURRENT SURVEY CONTROL
 AA2952  ___________________________________________________________________
 AA2952* NAD 83(1992)-  34 18 53.80967(N)    085 55 17.06072(W)     ADJUSTED  
 AA2952* NAVD 88     -       350.7    (meters)    1151.     (feet)  VERTCON   
 AA2952  ___________________________________________________________________
 AA2952  X           -     375,105.689 (meters)                     COMP
 AA2952  Y           -  -5,260,552.353 (meters)                     COMP
 AA2952  Z           -   3,575,537.071 (meters)                     COMP
 AA2952  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AA2952  ELLIP HEIGHT-         321.84  (meters)          (07/29/02) GPS OBS
 AA2952  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AA2952
 AA2952  HORZ ORDER  -  FIRST
 AA2952  ELLP ORDER  -  FOURTH    CLASS I
 AA2952
 AA2952.The horizontal coordinates were established by GPS observations
 AA2952.and adjusted by the National Geodetic Survey in March 1995..
 AA2952
 AA2952.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2952
 AA2952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2952
 AA2952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2952
 AA2952.The ellipsoidal height was determined by GPS observations
 AA2952.and is referenced to NAD 83.
 AA2952
 AA2952.The geoid height was determined by GEOID03.
 AA2952
 AA2952;                    North         East     Units Scale Factor Converg.
 AA2952;SPC AL E     -   423,041.884   191,893.923   MT  0.99996081   -0 02 58.7
 AA2952;UTM  16      - 3,797,604.208   599,238.885   MT  0.99972139   +0 36 29.2
 AA2952
 AA2952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2952!SPC AL E     -   0.99994948  x   0.99996081  =   0.99991029
 AA2952!UTM  16      -   0.99994948  x   0.99972139  =   0.99967088
 AA2952
 AA2952                          SUPERSEDED SURVEY CONTROL
 AA2952
 AA2952  ELLIP H (03/30/95)  321.92   (m)                       GP(       ) 4 2
 AA2952  NGVD 29 (03/30/95)  350.7    (m)         1151.     (f) GPS OBS        
 AA2952
 AA2952.Superseded values are not recommended for survey control.
 AA2952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2952.See file dsdata.txt to determine how the superseded data were derived.
 AA2952
 AA2952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9923997604(NAD 83)
 AA2952_MARKER: DD = SURVEY DISK
 AA2952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2952_SP_SET: CONCRETE POST
 AA2952_STAMPING: 25-24 1993
 AA2952_MARK LOGO: ALHD  
 AA2952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2952+STABILITY: SURFACE MOTION
 AA2952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2952+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2952
 AA2952  HISTORY     - Date     Condition        Report By
 AA2952  HISTORY     - 1993     MONUMENTED       ALHD
 AA2952
 AA2952                          STATION DESCRIPTION
 AA2952
 AA2952'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2952'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF DEKALB COUNTY ROAD
 AA2952'NO. 57, ABOUT 4.40 MI (7.08 KM) NORTHEAST OF CROSSVILLE AND ABOUT 4.85
 AA2952'MI (7.81 KM) NORTHWEST OF COLLINSVILLE. TO REACH THE STATION FROM EXIT
 AA2952'205 ON I-59 (MILE POST 18.85 ON ALA 68) IN COLLINSVILLE, DRIVE
 AA2952'NORTHWEST ON ALA 68 FOR 4.70 MI (7.56 KM) TO MILE POST 14.15 AND
 AA2952'DEKALB COUNTY ROAD NO. 57 ON THE RIGHT, TURN SHARP RIGHT ON DEKALB
 AA2952'COUNTY ROAD NO. 57 AND DRIVE NORTHEAST FOR 0.75 MI (1.21 KM) TO THE
 AA2952'STATION ON THE LEFT. THE STATION IS 40.0 FT (12.2 M) WEST-NORTHWEST OF
 AA2952'THE CENTER OF DEKALB COUNTY ROAD NO. 57, 131.8 FT (40.2 M)
 AA2952'NORTH-NORTHEAST OF A TELEPHONE SERVICE POLE WITH A STRAWBERRIES SIGN,
 AA2952'176.7 FT (53.9 M) EAST-NORTHEAST OF A GRAPHIC CURVE SIGN, 183.0 FT
 AA2952'(55.8 M) NORTHEAST OF THE CENTER OF A PAVED COUNTY ROAD, 1.7 FT (0.5
 AA2952'M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2952'GROUND. STATION 25-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2953 ***********************************************************************
 AA2953  DESIGNATION -  25 25
 AA2953  PID         -  AA2953
 AA2953  STATE/COUNTY-  AL/DE KALB
 AA2953  USGS QUAD   -  CROSSVILLE (1975)
 AA2953
 AA2953                         *CURRENT SURVEY CONTROL
 AA2953  ___________________________________________________________________
 AA2953* NAD 83(1992)-  34 19 09.71574(N)    085 54 59.39988(W)     ADJUSTED  
 AA2953* NAVD 88     -       359.9    (meters)    1181.     (feet)  VERTCON   
 AA2953  ___________________________________________________________________
 AA2953  X           -     375,536.968 (meters)                     COMP
 AA2953  Y           -  -5,260,252.134 (meters)                     COMP
 AA2953  Z           -   3,575,947.061 (meters)                     COMP
 AA2953  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AA2953  ELLIP HEIGHT-         331.00  (meters)          (07/29/02) GPS OBS
 AA2953  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AA2953
 AA2953  HORZ ORDER  -  FIRST
 AA2953  ELLP ORDER  -  FOURTH    CLASS I
 AA2953
 AA2953.The horizontal coordinates were established by GPS observations
 AA2953.and adjusted by the National Geodetic Survey in March 1995..
 AA2953
 AA2953.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2953.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2953
 AA2953.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2953
 AA2953.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2953
 AA2953.The ellipsoidal height was determined by GPS observations
 AA2953.and is referenced to NAD 83.
 AA2953
 AA2953.The geoid height was determined by GEOID03.
 AA2953
 AA2953;                    North         East     Units Scale Factor Converg.
 AA2953;SPC AL E     -   423,531.603   192,345.847   MT  0.99996072   -0 02 48.8
 AA2953;UTM  16      - 3,798,098.966   599,685.050   MT  0.99972249   +0 36 39.4
 AA2953
 AA2953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2953!SPC AL E     -   0.99994804  x   0.99996072  =   0.99990876
 AA2953!UTM  16      -   0.99994804  x   0.99972249  =   0.99967055
 AA2953
 AA2953                          SUPERSEDED SURVEY CONTROL
 AA2953
 AA2953  ELLIP H (03/30/95)  331.09   (m)                       GP(       ) 4 2
 AA2953  NGVD 29 (03/30/95)  359.9    (m)         1181.     (f) GPS OBS        
 AA2953
 AA2953.Superseded values are not recommended for survey control.
 AA2953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2953.See file dsdata.txt to determine how the superseded data were derived.
 AA2953
 AA2953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9968598099(NAD 83)
 AA2953_MARKER: DD = SURVEY DISK
 AA2953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2953_SP_SET: CONCRETE POST
 AA2953_STAMPING: 25-25 1993
 AA2953_MARK LOGO: ALHD  
 AA2953_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2953+STABILITY: SURFACE MOTION
 AA2953_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2953+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2953
 AA2953  HISTORY     - Date     Condition        Report By
 AA2953  HISTORY     - 1993     MONUMENTED       ALHD
 AA2953
 AA2953                          STATION DESCRIPTION
 AA2953
 AA2953'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2953'THE STATION IS LOCATED ON THE NORTHWEST RIGHT OF WAY OF DEKALB COUNTY
 AA2953'ROAD NO. 57, ABOUT 4.80 MI (7.72 KM) NORTHEAST OF CROSSVILLE AND ABOUT
 AA2953'4.85 MI (7.81 KM) NORTHWEST OF COLLINSVILLE. TO REACH THE STATION FROM
 AA2953'EXIT 205 ON I-59 (MILE POST 18.85 ON ALA 68) IN COLLINSVILLE, DRIVE
 AA2953'NORTHWEST ON ALA 68 FOR 4.70 MI (7.56 KM) TO MILE POST 14.15 AND
 AA2953'DEKALB COUNTY ROAD NO. 57 ON THE RIGHT, TURN SHARP RIGHT ON DEKALB
 AA2953'COUNTY ROAD NO. 57 AND DRIVE NORTHEAST FOR 1.15 MI (1.85 KM) TO THE
 AA2953'STATION ON THE LEFT. THE STATION IS 3.2 FT (1.0 M) SOUTHEAST OF A
 AA2953'CROSS TIE POST IN A SIX STRAND BARBED WIRE FENCE, 3.8 FT (1.2 M)
 AA2953'SOUTHEAST OF A SIX STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL
 AA2953'POSTS, 36.0 FT (11.0 M) NORTHWEST OF THE CENTER OF DEKALB COUNTY ROAD
 AA2953'NO. 57, 89.1 FT (27.2 M) SOUTH-SOUTHWEST OF TRANSFORMER POWER POLE NO.
 AA2953'185 16 2937, 124.5 FT (37.9 M) SOUTH-SOUTHWEST OF THE SOUTHWEST POST
 AA2953'OF A STEEL PIPE GATE, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS
 AA2953'POST, AND SET FLUSH WITH THE GROUND. STATION 25-24 1993 MAY BE USED AS
 AA2953'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2954 ***********************************************************************
 AA2954  DESIGNATION -  25 26
 AA2954  PID         -  AA2954
 AA2954  STATE/COUNTY-  AL/DE KALB
 AA2954  USGS QUAD   -  PORTERSVILLE (1975)
 AA2954
 AA2954                         *CURRENT SURVEY CONTROL
 AA2954  ___________________________________________________________________
 AA2954* NAD 83(1992)-  34 18 16.96614(N)    085 50 01.15719(W)     ADJUSTED  
 AA2954* NAVD 88     -       256.0    (meters)     840.     (feet)  VERTCON   
 AA2954  ___________________________________________________________________
 AA2954  X           -     383,202.822 (meters)                     COMP
 AA2954  Y           -  -5,260,531.938 (meters)                     COMP
 AA2954  Z           -   3,574,545.921 (meters)                     COMP
 AA2954  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 AA2954  ELLIP HEIGHT-         227.15  (meters)          (07/29/02) GPS OBS
 AA2954  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA2954
 AA2954  HORZ ORDER  -  FIRST
 AA2954  ELLP ORDER  -  FOURTH    CLASS I
 AA2954
 AA2954.The horizontal coordinates were established by GPS observations
 AA2954.and adjusted by the National Geodetic Survey in March 1995..
 AA2954
 AA2954.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2954.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2954
 AA2954.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2954
 AA2954.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2954
 AA2954.The ellipsoidal height was determined by GPS observations
 AA2954.and is referenced to NAD 83.
 AA2954
 AA2954.The geoid height was determined by GEOID03.
 AA2954
 AA2954;                    North         East     Units Scale Factor Converg.
 AA2954;SPC AL E     -   421,903.145   199,970.411   MT  0.99996000   -0 00 00.7
 AA2954;UTM  16      - 3,796,558.488   607,326.062   MT  0.99974199   +0 39 26.7
 AA2954
 AA2954!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2954!SPC AL E     -   0.99996434  x   0.99996000  =   0.99992434
 AA2954!UTM  16      -   0.99996434  x   0.99974199  =   0.99970634
 AA2954
 AA2954:                Primary Azimuth Mark                     Grid Az
 AA2954:SPC AL E     -  25 27                                    034 26 02.5
 AA2954:UTM  16      -  25 27                                    033 46 35.1
 AA2954
 AA2954|---------------------------------------------------------------------|
 AA2954| PID    Reference Object                     Distance      Geod. Az  |
 AA2954|                                                           dddmmss.s |
 AA2954| AA2955 25 27                               479.121 METERS 0342601.8 |
 AA2954|---------------------------------------------------------------------|
 AA2954
 AA2954                          SUPERSEDED SURVEY CONTROL
 AA2954
 AA2954  ELLIP H (03/30/95)  227.23   (m)                       GP(       ) 4 2
 AA2954  NGVD 29 (03/30/95)  256.0    (m)          840.     (f) GPS OBS        
 AA2954
 AA2954.Superseded values are not recommended for survey control.
 AA2954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2954.See file dsdata.txt to determine how the superseded data were derived.
 AA2954
 AA2954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0732696558(NAD 83)
 AA2954_MARKER: DD = SURVEY DISK
 AA2954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2954_SP_SET: CONCRETE POST
 AA2954_STAMPING: 25-26 1993
 AA2954_MARK LOGO: ALHD  
 AA2954_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2954+STABILITY: SURFACE MOTION
 AA2954_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2954+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2954
 AA2954  HISTORY     - Date     Condition        Report By
 AA2954  HISTORY     - 1993     MONUMENTED       ALHD
 AA2954
 AA2954                          STATION DESCRIPTION
 AA2954
 AA2954'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2954'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 AA2954'U.S. 11, ABOUT 3.15 MI (5.07 KM) NORTHEAST OF COLLINSVILLE AND ABOUT
 AA2954'11.10 MI (17.86 KM) SOUTHWEST OF FORT PAYNE. TO REACH THE STATION FROM
 AA2954'THE JUNCTION OF U.S. 11 AND ALA 68 WEST (MILE POST 215.00 ON U.S. 11
 AA2954'AND MILE POST 20.20 ON ALA 68) AT A TRAFFIC LIGHT IN COLLINSVILLE,
 AA2954'DRIVE NORTHEAST ON U.S. 11 FOR 3.30 MI (5.31 KM) TO MILE POST 218.30
 AA2954'AND THE STATION ON THE LEFT. THE STATION IS 3.3 FT (1.0 M)
 AA2954'EAST-SOUTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON RUSTY STEEL
 AA2954'POSTS, 9.7 FT (3.0 M) NORTHEAST OF THE NORTHEAST ONE OF TWO CONNECTED
 AA2954'CROSS TIE POSTS IN THE FENCE LINE, 48.0 FT (14.6 M) WEST-NORTHWEST OF
 AA2954'THE CENTERLINE OF U.S. 11, 106.5 FT (32.5 M) NORTH-NORTHEAST OF A
 AA2954'POWER POLE, 233.6 FT (71.2 M) SOUTH-SOUTHWEST OF THE SOUTHWEST POST OF
 AA2954'A CHAIN LINK GATE, 240.0 FT (73.2 M) SOUTH-SOUTHWEST OF THE CENTER OF
 AA2954'A GRAVEL FIELD ROAD, 3.1 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS
 AA2954'POST, AND SET FLUSH WITH THE GROUND. STATION 25-27 1993 MAY BE USED AS
 AA2954'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2955 ***********************************************************************
 AA2955  DESIGNATION -  25 27
 AA2955  PID         -  AA2955
 AA2955  STATE/COUNTY-  AL/DE KALB
 AA2955  USGS QUAD   -  PORTERSVILLE (1975)
 AA2955
 AA2955                         *CURRENT SURVEY CONTROL
 AA2955  ___________________________________________________________________
 AA2955* NAD 83(1992)-  34 18 29.79065(N)    085 49 50.56165(W)     ADJUSTED  
 AA2955* NAVD 88     -       253.7    (meters)     832.     (feet)  VERTCON   
 AA2955  ___________________________________________________________________
 AA2955  X           -     383,456.717 (meters)                     COMP
 AA2955  Y           -  -5,260,288.218 (meters)                     COMP
 AA2955  Z           -   3,574,871.062 (meters)                     COMP
 AA2955  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AA2955  ELLIP HEIGHT-         224.86  (meters)          (07/29/02) GPS OBS
 AA2955  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA2955
 AA2955  HORZ ORDER  -  FIRST
 AA2955  ELLP ORDER  -  FOURTH    CLASS I
 AA2955
 AA2955.The horizontal coordinates were established by GPS observations
 AA2955.and adjusted by the National Geodetic Survey in March 1995..
 AA2955
 AA2955.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2955.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2955
 AA2955.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2955
 AA2955.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2955
 AA2955.The ellipsoidal height was determined by GPS observations
 AA2955.and is referenced to NAD 83.
 AA2955
 AA2955.The geoid height was determined by GEOID03.
 AA2955
 AA2955;                    North         East     Units Scale Factor Converg.
 AA2955;SPC AL E     -   422,298.298   200,241.323   MT  0.99996000   +0 00 05.3
 AA2955;UTM  16      - 3,796,956.637   607,592.362   MT  0.99974269   +0 39 32.9
 AA2955
 AA2955!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2955!SPC AL E     -   0.99996470  x   0.99996000  =   0.99992470
 AA2955!UTM  16      -   0.99996470  x   0.99974269  =   0.99970740
 AA2955
 AA2955:                Primary Azimuth Mark                     Grid Az
 AA2955:SPC AL E     -  25 26                                    214 26 02.5
 AA2955:UTM  16      -  25 26                                    213 46 34.9
 AA2955
 AA2955|---------------------------------------------------------------------|
 AA2955| PID    Reference Object                     Distance      Geod. Az  |
 AA2955|                                                           dddmmss.s |
 AA2955| AA2954 25 26                               479.121 METERS 2142607.8 |
 AA2955|---------------------------------------------------------------------|
 AA2955
 AA2955                          SUPERSEDED SURVEY CONTROL
 AA2955
 AA2955  ELLIP H (03/30/95)  224.94   (m)                       GP(       ) 4 2
 AA2955  NGVD 29 (03/30/95)  253.7    (m)          832.     (f) GPS OBS        
 AA2955
 AA2955.Superseded values are not recommended for survey control.
 AA2955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2955.See file dsdata.txt to determine how the superseded data were derived.
 AA2955
 AA2955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0759296957(NAD 83)
 AA2955_MARKER: DD = SURVEY DISK
 AA2955_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2955_SP_SET: CONCRETE POST
 AA2955_STAMPING: 25-27 1993
 AA2955_MARK LOGO: ALHD  
 AA2955_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2955_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2955+STABILITY: SURFACE MOTION
 AA2955_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2955+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 AA2955
 AA2955  HISTORY     - Date     Condition        Report By
 AA2955  HISTORY     - 1993     MONUMENTED       ALHD
 AA2955  HISTORY     - 20050616 GOOD             TVA
 AA2955
 AA2955                          STATION DESCRIPTION
 AA2955
 AA2955'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2955'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 AA2955'U.S. 11, ABOUT 3.60 MI (5.79 KM) NORTHEAST OF COLLINSVILLE AND ABOUT
 AA2955'10.65 MI (17.14 KM) SOUTHWEST OF FORT PAYNE. TO REACH THE STATION FROM
 AA2955'THE JUNCTION OF U.S. 11 AND ALA 68 WEST (MILE POST 215.00 ON U.S. 11
 AA2955'AND MILE POST 20.20 ON ALA 68) AT A TRAFFIC LIGHT IN COLLINSVILLE,
 AA2955'DRIVE NORTHEAST ON U.S. 11 FOR 3.70 MI (5.95 KM) TO MILE POST 218.70
 AA2955'AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA2955'WEST-NORTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON LARGE TREATED
 AA2955'WOOD POSTS, 49.4 FT (15.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF U.S.
 AA2955'11, 86.2 FT (26.3 M) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AA2955'FENCE, 99.0 FT (30.2 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL
 AA2955'DRIVEWAY, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA2955'SET FLUSH WITH THE GROUND. STATION 25-26 1993 MAY BE USED AS AN
 AA2955'AZIMUTH FOR THIS STATION.
 AA2955
 AA2955                          STATION RECOVERY (2005)
 AA2955
 AA2955'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2005 (CDM)
 AA2955'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2956 ***********************************************************************
 AA2956  DESIGNATION -  25 28
 AA2956  PID         -  AA2956
 AA2956  STATE/COUNTY-  AL/DE KALB
 AA2956  USGS QUAD   -  FORT PAYNE (1983)
 AA2956
 AA2956                         *CURRENT SURVEY CONTROL
 AA2956  ___________________________________________________________________
 AA2956* NAD 83(1992)-  34 24 33.05686(N)    085 40 51.07644(W)     ADJUSTED  
 AA2956* NAVD 88     -       446.3    (meters)    1464.     (feet)  VERTCON   
 AA2956  ___________________________________________________________________
 AA2956  X           -     396,749.854 (meters)                     COMP
 AA2956  Y           -  -5,253,126.274 (meters)                     COMP
 AA2956  Z           -   3,584,220.804 (meters)                     COMP
 AA2956  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA2956  ELLIP HEIGHT-         417.62  (meters)          (07/29/02) GPS OBS
 AA2956  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AA2956
 AA2956  HORZ ORDER  -  FIRST
 AA2956  ELLP ORDER  -  FOURTH    CLASS I
 AA2956
 AA2956.The horizontal coordinates were established by GPS observations
 AA2956.and adjusted by the National Geodetic Survey in March 1995..
 AA2956
 AA2956.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2956.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2956
 AA2956.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2956
 AA2956.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2956
 AA2956.The ellipsoidal height was determined by GPS observations
 AA2956.and is referenced to NAD 83.
 AA2956
 AA2956.The geoid height was determined by GEOID03.
 AA2956
 AA2956;                    North         East     Units Scale Factor Converg.
 AA2956;SPC AL E     -   433,501.920   214,018.261   MT  0.99996242   +0 05 10.2
 AA2956;UTM  16      - 3,808,315.593   621,236.908   MT  0.99978117   +0 44 43.9
 AA2956
 AA2956!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2956!SPC AL E     -   0.99993445  x   0.99996242  =   0.99989687
 AA2956!UTM  16      -   0.99993445  x   0.99978117  =   0.99971563
 AA2956
 AA2956:                Primary Azimuth Mark                     Grid Az
 AA2956:SPC AL E     -  25 29                                    329 11 44.1
 AA2956:UTM  16      -  25 29                                    328 32 10.4
 AA2956
 AA2956|---------------------------------------------------------------------|
 AA2956| PID    Reference Object                     Distance      Geod. Az  |
 AA2956|                                                           dddmmss.s |
 AA2956| AA2957 25 29                               485.718 METERS 3291654.3 |
 AA2956|---------------------------------------------------------------------|
 AA2956
 AA2956                          SUPERSEDED SURVEY CONTROL
 AA2956
 AA2956  ELLIP H (03/30/95)  417.70   (m)                       GP(       ) 4 2
 AA2956  NGVD 29 (03/30/95)  446.3    (m)         1464.     (f) GPS OBS        
 AA2956
 AA2956.Superseded values are not recommended for survey control.
 AA2956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2956.See file dsdata.txt to determine how the superseded data were derived.
 AA2956
 AA2956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2123708316(NAD 83)
 AA2956_MARKER: DD = SURVEY DISK
 AA2956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2956_SP_SET: CONCRETE POST
 AA2956_STAMPING: 25-28 1993
 AA2956_MARK LOGO: ALHD  
 AA2956_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2956+STABILITY: SURFACE MOTION
 AA2956_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2956+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2956
 AA2956  HISTORY     - Date     Condition        Report By
 AA2956  HISTORY     - 1993     MONUMENTED       ALHD
 AA2956
 AA2956                          STATION DESCRIPTION
 AA2956
 AA2956'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2956'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF DEKALB COUNTY ROAD
 AA2956'NO. 78 IN FORT PAYNE. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA2956'11 AND ALA 35 SOUTH (MILE POST 229.90 ON U.S. 11 AND MILE POST 22.05
 AA2956'ON ALA 35) AT A TRAFFIC LIGHT IN FORT PAYNE, DRIVE SOUTHWEST ON U.S.
 AA2956'11 (GAULT AVE) FOR 0.45 MI (0.72 KM) TO MILE POST 229.45 AND 3RD
 AA2956'STREET SW LEFT AND RIGHT, TURN LEFT AND DRIVE SOUTHEAST ON 3RD STREET
 AA2956'SW AND DEKALB COUNTY ROAD NO. 78 (ADAMSBURG ROAD E) UP THE MOUNTAIN
 AA2956'FOR 1.90 MI (3.06 KM) TO A CROSS ROAD WITH DEKALB COUNTY ROAD NO. 86
 AA2956'LEFT AND RIGHT, CONTINUE SOUTHEAST ON DEKALB COUNTY ROAD NO. 78 FOR
 AA2956'2.20 MI (3.54 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED
 AA2956'ACROSS DEKALB COUNTY ROAD NO. 78 FROM THE RED BRICK RESIDENCE OF MR.
 AA2956'PORTER GILLILAND, 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF AN EIGHT STRAND
 AA2956'SMOOTH WIRE FENCE ON LARGE TREATED WOOD POSTS, 39.9 FT (12.2 M)
 AA2956'NORTH-NORTHEAST OF THE CENTERLINE OF DEKALB COUNTY ROAD NO. 78, 117.4
 AA2956'FT (35.8 M) NORTHWEST OF PORTER GILLILAND MAIL BOX, 121.0 FT (36.9 M)
 AA2956'EAST-NORTHEAST OF POWER POLE NO. 76 1/2 ACROSS THE ROAD, 2.6 FT (0.8
 AA2956'M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2956'GROUND. STATION 25-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2957 ***********************************************************************
 AA2957  DESIGNATION -  25 29
 AA2957  PID         -  AA2957
 AA2957  STATE/COUNTY-  AL/DE KALB
 AA2957  USGS QUAD   -  FORT PAYNE (1983)
 AA2957
 AA2957                         *CURRENT SURVEY CONTROL
 AA2957  ___________________________________________________________________
 AA2957* NAD 83(1992)-  34 24 46.60803(N)    085 41 00.79204(W)     ADJUSTED  
 AA2957* NAVD 88     -       451.4    (meters)    1481.     (feet)  VERTCON   
 AA2957  ___________________________________________________________________
 AA2957  X           -     396,484.969 (meters)                     COMP
 AA2957  Y           -  -5,252,913.780 (meters)                     COMP
 AA2957  Z           -   3,584,568.166 (meters)                     COMP
 AA2957  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA2957  ELLIP HEIGHT-         422.66  (meters)          (07/29/02) GPS OBS
 AA2957  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AA2957
 AA2957  HORZ ORDER  -  FIRST
 AA2957  ELLP ORDER  -  FOURTH    CLASS I
 AA2957
 AA2957.The horizontal coordinates were established by GPS observations
 AA2957.and adjusted by the National Geodetic Survey in March 1995..
 AA2957
 AA2957.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2957.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2957
 AA2957.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2957
 AA2957.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2957
 AA2957.The ellipsoidal height was determined by GPS observations
 AA2957.and is referenced to NAD 83.
 AA2957
 AA2957.The geoid height was determined by GEOID03.
 AA2957
 AA2957;                    North         East     Units Scale Factor Converg.
 AA2957;SPC AL E     -   433,919.097   213,769.529   MT  0.99996234   +0 05 04.7
 AA2957;UTM  16      - 3,808,729.805   620,983.438   MT  0.99978042   +0 44 38.7
 AA2957
 AA2957!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2957!SPC AL E     -   0.99993366  x   0.99996234  =   0.99989600
 AA2957!UTM  16      -   0.99993366  x   0.99978042  =   0.99971409
 AA2957
 AA2957:                Primary Azimuth Mark                     Grid Az
 AA2957:SPC AL E     -  25 28                                    149 11 44.1
 AA2957:UTM  16      -  25 28                                    148 32 10.1
 AA2957
 AA2957|---------------------------------------------------------------------|
 AA2957| PID    Reference Object                     Distance      Geod. Az  |
 AA2957|                                                           dddmmss.s |
 AA2957| AA2956 25 28                               485.718 METERS 1491648.8 |
 AA2957|---------------------------------------------------------------------|
 AA2957
 AA2957                          SUPERSEDED SURVEY CONTROL
 AA2957
 AA2957  ELLIP H (03/30/95)  422.74   (m)                       GP(       ) 4 2
 AA2957  NGVD 29 (03/30/95)  451.4    (m)         1481.     (f) GPS OBS        
 AA2957
 AA2957.Superseded values are not recommended for survey control.
 AA2957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2957.See file dsdata.txt to determine how the superseded data were derived.
 AA2957
 AA2957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2098308730(NAD 83)
 AA2957_MARKER: DD = SURVEY DISK
 AA2957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2957_SP_SET: CONCRETE POST
 AA2957_STAMPING: 25-29 1993
 AA2957_MARK LOGO: ALHD  
 AA2957_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2957+STABILITY: SURFACE MOTION
 AA2957_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2957+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2957
 AA2957  HISTORY     - Date     Condition        Report By
 AA2957  HISTORY     - 1993     MONUMENTED       ALHD
 AA2957
 AA2957                          STATION DESCRIPTION
 AA2957
 AA2957'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2957'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF MILLS ROAD E IN
 AA2957'FORT PAYNE. TO REACH THE STATION FROM THE JUNCTION OF U.S. 11 AND ALA
 AA2957'35 SOUTH (MILE POST 229.90 ON U.S. 11 AND MILE POST 22.05 ON ALA 35)
 AA2957'AT A TRAFFIC LIGHT IN FORT PAYNE, DRIVE SOUTHWEST ON U.S. 11 (GAULT
 AA2957'AVE) FOR 0.45 MI (0.72 KM) TO MILE POST 229.45 AND 3RD STREET SW LEFT
 AA2957'AND RIGHT, TURN LEFT AND DRIVE SOUTHEAST ON 3RD STREET SW AND DEKALB
 AA2957'COUNTY ROAD NO. 78 (ADAMSBURG ROAD E) UP THE MOUNTAIN FOR 1.90 MI
 AA2957'(3.06 KM) TO A CROSS ROAD WITH DEKALB COUNTY ROAD NO. 86 LEFT AND
 AA2957'RIGHT, CONTINUE SOUTHEAST ON DEKALB COUNTY ROAD NO. 78 FOR 2.05 MI
 AA2957'(3.30 KM) TO MILLS ROAD E ON THE LEFT, TURN LEFT ON MILLS ROAD E AND
 AA2957'DRIVE NORTH FOR 0.20 MI (0.32 KM) TO THE STATION ON THE LEFT. THE
 AA2957'STATION IS 3.0 FT (0.9 M) EAST OF A NINE STRAND BARBED WIRE FENCE ON
 AA2957'RUSTY STEEL POSTS, 15.8 FT (4.8 M) WEST OF THE CENTER OF MILLS ROAD E,
 AA2957'106.3 FT (32.4 M) SOUTH-SOUTHWEST OF JUNCTION POWER AND CABLE POLE NO.
 AA2957'6 WITH A SECURITY LIGHT ACROSS THE ROAD, 132.9 FT (40.5 M)
 AA2957'NORTH-NORTHWEST OF POWER AND CABLE POLE NO. 5 ACROSS THE ROAD, 175.0
 AA2957'FT (53.3 M) SOUTH OF THE NORTHEAST CORNER OF THE FENCE, 186.0 FT (56.7
 AA2957'M) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY, 197.9 FT (60.3 M) NORTH
 AA2957'OF THE SOUTHEAST CORNER OF THE FENCE, 3.0 FT (0.9 M) EAST OF A
 AA2957'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 25-28
 AA2957'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2317 ***********************************************************************
 EE2317  DESIGNATION -  25 3
 EE2317  PID         -  EE2317
 EE2317  STATE/COUNTY-  AL/DE KALB
 EE2317  USGS QUAD   -  DUTTON (1983)
 EE2317
 EE2317                         *CURRENT SURVEY CONTROL
 EE2317  ___________________________________________________________________
 EE2317* NAD 83(1992)-  34 31 30.00675(N)    085 53 58.25026(W)     ADJUSTED  
 EE2317* NAVD 88     -       379.6    (meters)    1245.     (feet)  VERTCON   
 EE2317  ___________________________________________________________________
 EE2317  X           -     376,175.473 (meters)                     COMP
 EE2317  Y           -  -5,247,294.287 (meters)                     COMP
 EE2317  Z           -   3,594,776.128 (meters)                     COMP
 EE2317  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 EE2317  ELLIP HEIGHT-         350.79  (meters)          (07/29/02) GPS OBS
 EE2317  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EE2317
 EE2317  HORZ ORDER  -  FIRST
 EE2317  ELLP ORDER  -  FOURTH    CLASS I
 EE2317
 EE2317.The horizontal coordinates were established by GPS observations
 EE2317.and adjusted by the National Geodetic Survey in December 1992..
 EE2317
 EE2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2317
 EE2317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2317
 EE2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2317
 EE2317.The ellipsoidal height was determined by GPS observations
 EE2317.and is referenced to NAD 83.
 EE2317
 EE2317.The geoid height was determined by GEOID03.
 EE2317
 EE2317;                    North         East     Units Scale Factor Converg.
 EE2317;SPC AL E     -   446,340.800   193,924.030   MT  0.99996045   -0 02 15.0
 EE2317;UTM  16      - 3,820,919.420   601,000.259   MT  0.99972574   +0 37 25.6
 EE2317
 EE2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2317!SPC AL E     -   0.99994494  x   0.99996045  =   0.99990539
 EE2317!UTM  16      -   0.99994494  x   0.99972574  =   0.99967069
 EE2317
 EE2317                          SUPERSEDED SURVEY CONTROL
 EE2317
 EE2317  ELLIP H (12/04/92)  350.88   (m)                       GP(       ) 4 1
 EE2317  NAD 83(1992)-  34 31 30.01444(N)    085 53 58.24970(W) AD(       ) 1
 EE2317  NGVD 29 (12/04/92)  379.6    (m)         1245.     (f) GPS OBS        
 EE2317
 EE2317.Superseded values are not recommended for survey control.
 EE2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2317.See file dsdata.txt to determine how the superseded data were derived.
 EE2317
 EE2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0100020919(NAD 83)
 EE2317_MARKER: DD = SURVEY DISK
 EE2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2317_SP_SET: CONCRETE POST
 EE2317_STAMPING: 25 - 3 1990
 EE2317_MARK LOGO: ALHD  
 EE2317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2317+STABILITY: SURFACE MOTION
 EE2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2317+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EE2317
 EE2317  HISTORY     - Date     Condition        Report By
 EE2317  HISTORY     - 1990     MONUMENTED       ALHD
 EE2317
 EE2317                          STATION DESCRIPTION
 EE2317
 EE2317'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2317'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 EE2317'DEKALB COUNTY ROAD NO. 47 IN POWELL CROSSROADS, ABOUT 5.79 KM
 EE2317'(3.60 MI) NORTHWEST OF RAINSVILLE.
 EE2317'TO REACH THE STATION FROM THE JUNCTION OF ALA 35 AND DEKALB COUNTY
 EE2317'ROAD NO. 47, MILE POST 36.15 ON ALA 35, DRIVE SOUTH ON DEKALB COUNTY
 EE2317'ROAD NO. 47 0.56 KM (0.35 MI) TO THE STATION ON THE LEFT.
 EE2317'THE STATION IS 7.32 M (24.02 FT) NORTH - NORTHWEST OF JUNCTION POWER
 EE2317'POLE NO. 115 5, 9.14 M (29.99 FT) EAST - NORTHEAST OF THE NORTHEAST
 EE2317'END OF A 15 INCH CONCRETE PIPE UNDER A FIELD ROAD, 9.45 M (31.00 FT)
 EE2317'SOUTHEAST OF THE CENTERLINE OF DEKALB COUNTY ROAD NO. 47, 0.73 M
 EE2317'(2.40 FT) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 EE2317'THE GROUND.
 EE2317'STATION 25 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2958 ***********************************************************************
 AA2958  DESIGNATION -  25 30
 AA2958  PID         -  AA2958
 AA2958  STATE/COUNTY-  AL/DE KALB
 AA2958  USGS QUAD   -  CHAVIES (1983)
 AA2958
 AA2958                         *CURRENT SURVEY CONTROL
 AA2958  ___________________________________________________________________
 AA2958* NAD 83(1992)-  34 26 21.97010(N)    085 49 40.54843(W)     ADJUSTED  
 AA2958* NAVD 88     -       387.4    (meters)    1271.     (feet)  VERTCON   
 AA2958  ___________________________________________________________________
 AA2958  X           -     383,122.455 (meters)                     COMP
 AA2958  Y           -  -5,252,186.500 (meters)                     COMP
 AA2958  Z           -   3,586,955.896 (meters)                     COMP
 AA2958  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AA2958  ELLIP HEIGHT-         358.56  (meters)          (07/29/02) GPS OBS
 AA2958  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AA2958
 AA2958  HORZ ORDER  -  FIRST
 AA2958  ELLP ORDER  -  FOURTH    CLASS I
 AA2958
 AA2958.The horizontal coordinates were established by GPS observations
 AA2958.and adjusted by the National Geodetic Survey in March 1995..
 AA2958
 AA2958.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2958
 AA2958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2958
 AA2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2958
 AA2958.The ellipsoidal height was determined by GPS observations
 AA2958.and is referenced to NAD 83.
 AA2958
 AA2958.The geoid height was determined by GEOID03.
 AA2958
 AA2958;                    North         East     Units Scale Factor Converg.
 AA2958;SPC AL E     -   436,847.300   200,496.570   MT  0.99996000   +0 00 11.0
 AA2958;UTM  16      - 3,811,504.452   607,680.301   MT  0.99974292   +0 39 46.5
 AA2958
 AA2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2958!SPC AL E     -   0.99994372  x   0.99996000  =   0.99990372
 AA2958!UTM  16      -   0.99994372  x   0.99974292  =   0.99968665
 AA2958
 AA2958:                Primary Azimuth Mark                     Grid Az
 AA2958:SPC AL E     -  25 31                                    088 31 54.9
 AA2958:UTM  16      -  25 31                                    087 52 19.4
 AA2958
 AA2958|---------------------------------------------------------------------|
 AA2958| PID    Reference Object                     Distance      Geod. Az  |
 AA2958|                                                           dddmmss.s |
 AA2958| AA2959 25 31                               424.003 METERS 0883205.9 |
 AA2958|---------------------------------------------------------------------|
 AA2958
 AA2958                          SUPERSEDED SURVEY CONTROL
 AA2958
 AA2958  ELLIP H (03/30/95)  358.64   (m)                       GP(       ) 4 2
 AA2958  NGVD 29 (03/30/95)  387.4    (m)         1271.     (f) GPS OBS        
 AA2958
 AA2958.Superseded values are not recommended for survey control.
 AA2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2958.See file dsdata.txt to determine how the superseded data were derived.
 AA2958
 AA2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0768011504(NAD 83)
 AA2958_MARKER: DD = SURVEY DISK
 AA2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2958_SP_SET: CONCRETE POST
 AA2958_STAMPING: 25-30 1993
 AA2958_MARK LOGO: ALHD  
 AA2958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2958+STABILITY: SURFACE MOTION
 AA2958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2958+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2958
 AA2958  HISTORY     - Date     Condition        Report By
 AA2958  HISTORY     - 1993     MONUMENTED       ALHD
 AA2958
 AA2958                          STATION DESCRIPTION
 AA2958
 AA2958'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2958'THE STATION IS LOCATED IN DEKALB COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2958'DEKALB COUNTY ROAD NO. 44, ABOUT 4.35 MI (7.00 KM) EAST OF FYFFE AND
 AA2958'ABOUT 5.90 MI (9.49 KM) WEST OF FORT PAYNE. TO REACH THE STATION FROM
 AA2958'THE JUNCTION OF ALA 35 AND ALA 75 (MILE POST 85.30 ON ALA 75 AND MILE
 AA2958'POST 32.45 ON ALA 35) AT A TRAFFIC LIGHT IN RAINSVILLE, DRIVE
 AA2958'SOUTHWEST ON ALA 75 FOR 4.75 MI (7.64 KM) TO MILE POST 80.55 AND
 AA2958'DEKALB COUNTY ROAD NO. 50 LEFT AND RIGHT AT A CAUTION LIGHT IN FYFFE,
 AA2958'TURN LEFT ON DEKALB COUNTY ROAD NO. 50 AND DRIVE SOUTHEAST FOR 2.45 MI
 AA2958'(3.94 KM) TO A CROSS ROAD WITH DEKALB COUNTY ROAD NO. 44 LEFT AND
 AA2958'RIGHT AT GUEST BAPTIST CHURCH, TURN LEFT ON DEKALB COUNTY ROAD NO. 44
 AA2958'AND DRIVE NORTHEAST AND EAST FOR 2.95 MI (4.75 KM) TO THE STATION ON
 AA2958'THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A SIX STRAND BARBED
 AA2958'WIRE FENCE ON YELLOW TOP, GREEN STEEL POSTS, 13.5 FT (4.1 M) WEST OF
 AA2958'THE WEST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 28.4 FT
 AA2958'(8.7 M) NORTH OF THE CENTERLINE OF DEKALB COUNTY ROAD NO. 44, 96.6 FT
 AA2958'(29.4 M) NORTHEAST OF A FENCE JUNCTION AND THE NORTH POST OF A GATE
 AA2958'ACROSS THE ROAD, 108.5 FT (33.1 M) NORTHEAST OF THE WEST END OF A
 AA2958'FENCE ACROSS THE ROAD, 112.8 FT (34.4 M) WEST OF A TRANSFORMER POWER
 AA2958'POLE, 113.2 FT (34.5 M) NORTHWEST OF THE NORTHEAST CORNER OF A FENCE
 AA2958'ACROSS THE ROAD, 119.0 FT (36.3 M) NORTHWEST OF A SECURITY LIGHT POLE,
 AA2958'180.0 FT (54.9 M) EAST OF A TRANSFORMER POWER POLE, 3.0 FT (0.9 M)
 AA2958'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2958'STATION 25-31 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2959 ***********************************************************************
 AA2959  DESIGNATION -  25 31
 AA2959  PID         -  AA2959
 AA2959  STATE/COUNTY-  AL/DE KALB
 AA2959  USGS QUAD   -  CHAVIES (1983)
 AA2959
 AA2959                         *CURRENT SURVEY CONTROL
 AA2959  ___________________________________________________________________
 AA2959* NAD 83(1992)-  34 26 22.32159(N)    085 49 23.94551(W)     ADJUSTED  
 AA2959* NAVD 88     -       388.6    (meters)    1275.     (feet)  VERTCON   
 AA2959  ___________________________________________________________________
 AA2959  X           -     383,544.848 (meters)                     COMP
 AA2959  Y           -  -5,252,150.555 (meters)                     COMP
 AA2959  Z           -   3,586,965.531 (meters)                     COMP
 AA2959  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AA2959  ELLIP HEIGHT-         359.80  (meters)          (07/29/02) GPS OBS
 AA2959  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AA2959
 AA2959  HORZ ORDER  -  FIRST
 AA2959  ELLP ORDER  -  FOURTH    CLASS I
 AA2959
 AA2959.The horizontal coordinates were established by GPS observations
 AA2959.and adjusted by the National Geodetic Survey in March 1995..
 AA2959
 AA2959.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2959
 AA2959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2959
 AA2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2959
 AA2959.The ellipsoidal height was determined by GPS observations
 AA2959.and is referenced to NAD 83.
 AA2959
 AA2959.The geoid height was determined by GEOID03.
 AA2959
 AA2959;                    North         East     Units Scale Factor Converg.
 AA2959;SPC AL E     -   436,858.163   200,920.417   MT  0.99996001   +0 00 20.4
 AA2959;UTM  16      - 3,811,520.192   608,103.903   MT  0.99974405   +0 39 55.9
 AA2959
 AA2959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2959!SPC AL E     -   0.99994352  x   0.99996001  =   0.99990354
 AA2959!UTM  16      -   0.99994352  x   0.99974405  =   0.99968759
 AA2959
 AA2959:                Primary Azimuth Mark                     Grid Az
 AA2959:SPC AL E     -  25 30                                    268 31 54.9
 AA2959:UTM  16      -  25 30                                    267 52 19.4
 AA2959
 AA2959|---------------------------------------------------------------------|
 AA2959| PID    Reference Object                     Distance      Geod. Az  |
 AA2959|                                                           dddmmss.s |
 AA2959| AA2958 25 30                               424.003 METERS 2683215.3 |
 AA2959|---------------------------------------------------------------------|
 AA2959
 AA2959                          SUPERSEDED SURVEY CONTROL
 AA2959
 AA2959  ELLIP H (03/30/95)  359.89   (m)                       GP(       ) 4 2
 AA2959  NGVD 29 (03/30/95)  388.6    (m)         1275.     (f) GPS OBS        
 AA2959
 AA2959.Superseded values are not recommended for survey control.
 AA2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2959.See file dsdata.txt to determine how the superseded data were derived.
 AA2959
 AA2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0810411520(NAD 83)
 AA2959_MARKER: DD = SURVEY DISK
 AA2959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2959_SP_SET: CONCRETE POST
 AA2959_STAMPING: 25-31 1993
 AA2959_MARK LOGO: ALHD  
 AA2959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2959+STABILITY: SURFACE MOTION
 AA2959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2959+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2959
 AA2959  HISTORY     - Date     Condition        Report By
 AA2959  HISTORY     - 1993     MONUMENTED       ALHD
 AA2959
 AA2959                          STATION DESCRIPTION
 AA2959
 AA2959'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2959'THE STATION IS LOCATED IN DEKALB COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2959'DEKALB COUNTY ROAD NO. 44, ABOUT 4.70 MI (7.56 KM) EAST OF FYFFE AND
 AA2959'ABOUT 5.60 MI (9.01 KM) WEST OF FORT PAYNE. TO REACH THE STATION FROM
 AA2959'THE JUNCTION OF ALA 35 AND ALA 75 (MILE POST 85.30 ON ALA 75 AND MILE
 AA2959'POST 32.45 ON ALA 35) AT A TRAFFIC LIGHT IN RAINSVILLE, DRIVE
 AA2959'SOUTHWEST ON ALA 75 FOR 4.75 MI (7.64 KM) TO MILE POST 80.55 AND
 AA2959'DEKALB COUNTY ROAD NO. 50 LEFT AND RIGHT AT A CAUTION LIGHT IN FYFFE,
 AA2959'TURN LEFT ON DEKALB COUNTY ROAD NO. 50 AND DRIVE SOUTHEAST FOR 2.45 MI
 AA2959'(3.94 KM) TO A CROSS ROAD WITH DEKALB COUNTY ROAD NO. 44 LEFT AND
 AA2959'RIGHT AT GUEST BAPTIST CHURCH, TURN LEFT ON DEKALB COUNTY ROAD NO. 44
 AA2959'AND DRIVE NORTHEAST AND EAST FOR 3.20 MI (5.15 KM) TO THE STATION ON
 AA2959'THE RIGHT. THE STATION IS 2.9 FT (0.9 M) NORTH-NORTHWEST OF A SIX
 AA2959'STRAND BARBED WIRE FENCE ON YELLOW TOP, GREEN STEEL POSTS, 42.0 FT
 AA2959'(12.8 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF DEKALB COUNTY ROAD NO.
 AA2959'44, 46.3 FT (14.1 M) WEST-SOUTHWEST OF A TREATED WOOD POST IN THE
 AA2959'FENCE LINE, 47.9 FT (14.6 M) EAST-NORTHEAST OF A TREATED WOOD POST IN
 AA2959'THE FENCE LINE, 109.0 FT (33.2 M) SOUTH-SOUTHWEST OF A POWER POLE
 AA2959'ACROSS THE ROAD, 123.9 FT (37.8 M) EAST-SOUTHEAST OF THE EAST POST OF
 AA2959'A STEEL PIPE GATE ACROSS THE ROAD, 3.0 FT (0.9 M) NORTHWEST OF A
 AA2959'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 25-30
 AA2959'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2960 ***********************************************************************
 AA2960  DESIGNATION -  25 32
 AA2960  PID         -  AA2960
 AA2960  STATE/COUNTY-  AL/DE KALB
 AA2960  USGS QUAD   -  FYFFE (1983)
 AA2960
 AA2960                         *CURRENT SURVEY CONTROL
 AA2960  ___________________________________________________________________
 AA2960* NAD 83(1992)-  34 23 01.88354(N)    085 56 32.67604(W)     ADJUSTED  
 AA2960* NAVD 88     -       365.7    (meters)    1200.     (feet)  VERTCON   
 AA2960  ___________________________________________________________________
 AA2960  X           -     372,872.851 (meters)                     COMP
 AA2960  Y           -  -5,256,399.373 (meters)                     COMP
 AA2960  Z           -   3,581,856.850 (meters)                     COMP
 AA2960  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AA2960  ELLIP HEIGHT-         336.81  (meters)          (07/29/02) GPS OBS
 AA2960  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AA2960
 AA2960  HORZ ORDER  -  FIRST
 AA2960  ELLP ORDER  -  FOURTH    CLASS I
 AA2960
 AA2960.The horizontal coordinates were established by GPS observations
 AA2960.and adjusted by the National Geodetic Survey in March 1995..
 AA2960
 AA2960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2960
 AA2960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2960
 AA2960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2960
 AA2960.The ellipsoidal height was determined by GPS observations
 AA2960.and is referenced to NAD 83.
 AA2960
 AA2960.The geoid height was determined by GEOID03.
 AA2960
 AA2960;                    North         East     Units Scale Factor Converg.
 AA2960;SPC AL E     -   430,687.490   189,968.927   MT  0.99996124   -0 03 41.8
 AA2960;UTM  16      - 3,805,225.347   597,226.657   MT  0.99971652   +0 35 50.3
 AA2960
 AA2960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2960!SPC AL E     -   0.99994713  x   0.99996124  =   0.99990837
 AA2960!UTM  16      -   0.99994713  x   0.99971652  =   0.99966367
 AA2960
 AA2960:                Primary Azimuth Mark                     Grid Az
 AA2960:SPC AL E     -  25 33                                    111 04 15.5
 AA2960:UTM  16      -  25 33                                    110 24 43.4
 AA2960
 AA2960|---------------------------------------------------------------------|
 AA2960| PID    Reference Object                     Distance      Geod. Az  |
 AA2960|                                                           dddmmss.s |
 AA2960| AA2961 25 33                               482.600 METERS 1110033.7 |
 AA2960|---------------------------------------------------------------------|
 AA2960
 AA2960                          SUPERSEDED SURVEY CONTROL
 AA2960
 AA2960  ELLIP H (03/30/95)  336.89   (m)                       GP(       ) 4 2
 AA2960  NGVD 29 (03/30/95)  365.7    (m)         1200.     (f) GPS OBS        
 AA2960
 AA2960.Superseded values are not recommended for survey control.
 AA2960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2960.See file dsdata.txt to determine how the superseded data were derived.
 AA2960
 AA2960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9722705225(NAD 83)
 AA2960_MARKER: DD = SURVEY DISK
 AA2960_SETTING: 66 = SET IN ROCK OUTCROP
 AA2960_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 AA2960_STAMPING: 25-32 1993
 AA2960_MARK LOGO: ALHD  
 AA2960_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2960_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA2960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2960+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2960
 AA2960  HISTORY     - Date     Condition        Report By
 AA2960  HISTORY     - 1993     MONUMENTED       ALHD
 AA2960
 AA2960                          STATION DESCRIPTION
 AA2960
 AA2960'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2960'THE STATION IS LOCATED IN DEKALB COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2960'DEKALB COUNTY ROAD NO. 44, ABOUT 1.75 MI (2.82 KM) EAST - SOUTHEAST OF
 AA2960'LAKEVIEW AND ABOUT 3.80 MI (6.12 KM) EAST - NORTHEAST OF GERALDINE. TO
 AA2960'REACH THE STATION FROM THE JUNCTION OF ALA 75 AND ALA 227 (MILE POST
 AA2960'72.00 ON ALA 75 AND MILE POST 28.90 ON ALA 227) AT A TRAFFIC LIGHT IN
 AA2960'GERALDINE, DRIVE NORTHEAST ON ALA 75 3.90 MI (6.28 KM) TO A PAVED
 AA2960'CROSS ROAD, TURN RIGHT ON A PAVED COUNTY ROAD (DEKALB COUNTY ROAD NO.
 AA2960'43) AND DRIVE SOUTHEAST 1.10 MI (1.77 KM) TO DEKALB COUNTY ROAD NO. 44
 AA2960'ON THE LEFT, TURN LEFT ON DEKALB COUNTY ROAD NO. 44 AND DRIVE
 AA2960'SOUTHEAST 1.00 MI (1.61 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA2960'3.0 FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH FOUR STRANDS OF BARBED
 AA2960'WIRE ON WOOD AND STEEL POSTS, 26.0 FT (7.9 M) NORTH OF THE CENTER OF
 AA2960'DEKALB COUNTY ROAD NO. 44, 99.8 FT (30.4 M) EAST - SOUTHEAST OF A
 AA2960'POWER POLE IN A PASTURE, 3.0 FT (0.9 M) SOUTHWEST OF A CARSONITE
 AA2960'WITNESS POST, AND SET IN A DRILLED HOLE IN A ROCK OUT CROP. STATION 25
 AA2960'- 33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2961 ***********************************************************************
 AA2961  DESIGNATION -  25 33
 AA2961  PID         -  AA2961
 AA2961  STATE/COUNTY-  AL/DE KALB
 AA2961  USGS QUAD   -  FYFFE (1983)
 AA2961
 AA2961                         *CURRENT SURVEY CONTROL
 AA2961  ___________________________________________________________________
 AA2961* NAD 83(1992)-  34 22 56.26809(N)    085 56 15.04112(W)     ADJUSTED  
 AA2961* NAVD 88     -       372.0    (meters)    1220.     (feet)  VERTCON   
 AA2961  ___________________________________________________________________
 AA2961  X           -     373,329.544 (meters)                     COMP
 AA2961  Y           -  -5,256,470.136 (meters)                     COMP
 AA2961  Z           -   3,581,717.600 (meters)                     COMP
 AA2961  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AA2961  ELLIP HEIGHT-         343.11  (meters)          (07/29/02) GPS OBS
 AA2961  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA2961
 AA2961  HORZ ORDER  -  FIRST
 AA2961  ELLP ORDER  -  FOURTH    CLASS I
 AA2961
 AA2961.The horizontal coordinates were established by GPS observations
 AA2961.and adjusted by the National Geodetic Survey in March 1995..
 AA2961
 AA2961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2961
 AA2961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2961
 AA2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2961
 AA2961.The ellipsoidal height was determined by GPS observations
 AA2961.and is referenced to NAD 83.
 AA2961
 AA2961.The geoid height was determined by GEOID03.
 AA2961
 AA2961;                    North         East     Units Scale Factor Converg.
 AA2961;SPC AL E     -   430,513.990   190,419.241   MT  0.99996113   -0 03 31.8
 AA2961;UTM  16      - 3,805,057.079   597,678.826   MT  0.99971761   +0 36 00.2
 AA2961
 AA2961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2961!SPC AL E     -   0.99994614  x   0.99996113  =   0.99990727
 AA2961!UTM  16      -   0.99994614  x   0.99971761  =   0.99966377
 AA2961
 AA2961:                Primary Azimuth Mark                     Grid Az
 AA2961:SPC AL E     -  25 32                                    291 04 15.4
 AA2961:UTM  16      -  25 32                                    290 24 43.4
 AA2961
 AA2961|---------------------------------------------------------------------|
 AA2961| PID    Reference Object                     Distance      Geod. Az  |
 AA2961|                                                           dddmmss.s |
 AA2961| AA2960 25 32                               482.600 METERS 2910043.6 |
 AA2961|---------------------------------------------------------------------|
 AA2961
 AA2961                          SUPERSEDED SURVEY CONTROL
 AA2961
 AA2961  ELLIP H (03/30/95)  343.19   (m)                       GP(       ) 4 2
 AA2961  NGVD 29 (03/30/95)  372.0    (m)         1220.     (f) GPS OBS        
 AA2961
 AA2961.Superseded values are not recommended for survey control.
 AA2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2961.See file dsdata.txt to determine how the superseded data were derived.
 AA2961
 AA2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9767905057(NAD 83)
 AA2961_MARKER: DD = SURVEY DISK
 AA2961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2961_SP_SET: CONCRETE POST
 AA2961_STAMPING: 25-33 1993
 AA2961_MARK LOGO: ALHD  
 AA2961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2961+STABILITY: SURFACE MOTION
 AA2961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2961+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2961
 AA2961  HISTORY     - Date     Condition        Report By
 AA2961  HISTORY     - 1993     MONUMENTED       ALHD
 AA2961
 AA2961                          STATION DESCRIPTION
 AA2961
 AA2961'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2961'THE STATION IS LOCATED IN DEKALB COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2961'DEKALB COUNTY ROAD NO. 44, ABOUT 2.05 MI (3.30 KM) EAST-SOUTHEAST OF
 AA2961'LAKEVIEW AND ABOUT 3.90 MI (6.28 KM) EAST-NORTHEAST OF GERALDINE. TO
 AA2961'REACH THE STATION FROM THE JUNCTION OF ALA 75 AND ALA 227 (MILE POST
 AA2961'72.00 ON ALA 75 AND MILE POST 28.90 ON ALA 227) AT A TRAFFIC LIGHT IN
 AA2961'GERALDINE, DRIVE NORTHEAST ON ALA 75 FOR 3.90 MI (6.28 KM) TO A PAVED
 AA2961'CROSS ROAD, TURN RIGHT ON A PAVED COUNTY ROAD (DEKALB COUNTY ROAD NO.
 AA2961'43) AND DRIVE SOUTHEAST FOR 1.10 MI (1.77 KM) TO DEKALB COUNTY ROAD
 AA2961'NO. 44 ON THE LEFT, TURN LEFT ON DEKALB COUNTY ROAD NO. 44 AND DRIVE
 AA2961'SOUTHEAST FOR 1.30 MI (2.09 KM) TO THE STATION ON THE RIGHT. THE
 AA2961'STATION IS 3.2 FT (1.0 M) NORTH OF A FIVE STRAND BARBED WIRE FENCE ON
 AA2961'OLD TREATED WOOD POSTS, 23.5 FT (7.2 M) SOUTH OF THE CENTER OF DEKALB
 AA2961'COUNTY ROAD NO. 44, 23.6 FT (7.2 M) EAST OF THE NORTHWEST CORNER OF
 AA2961'THE FENCE, 57.6 FT (17.6 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 AA2961'LARGE CONCRETE BLOCK BARN, 66.3 FT (20.2 M) NORTH OF THE NORTHWEST
 AA2961'CORNER OF A SMALL RED BUILDING, 68.6 FT (20.9 M) SOUTH-SOUTHEAST OF AN
 AA2961'EIGHT-INCH POPLAR TREE IN A FRONT YARD ACROSS THE ROAD, 76.6 FT (23.3
 AA2961'M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A SMALL RED BUILDING,
 AA2961'108.5 FT (33.1 M) SOUTHEAST OF AN EIGHTEEN-INCH WATER OAK TREE IN A
 AA2961'FRONT YARD ACROSS THE ROAD, 124.0 FT (37.8 M) SOUTH-SOUTHEAST OF THE
 AA2961'SOUTHEAST CORNER OF THE CAR PORT OF A RED BRICK HOUSE ACROSS THE ROAD,
 AA2961'3.2 FT (1.0 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2961'WITH THE GROUND. STATION 25-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2961'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2962 ***********************************************************************
 AA2962  DESIGNATION -  25 34
 AA2962  PID         -  AA2962
 AA2962  STATE/COUNTY-  AL/DE KALB
 AA2962  USGS QUAD   -  GROVE OAK (1986)
 AA2962
 AA2962                         *CURRENT SURVEY CONTROL
 AA2962  ___________________________________________________________________
 AA2962* NAD 83(1992)-  34 25 33.91484(N)    086 02 35.26312(W)     ADJUSTED  
 AA2962* NAVD 88     -       346.3    (meters)    1136.     (feet)  VERTCON   
 AA2962  ___________________________________________________________________
 AA2962  X           -     363,448.426 (meters)                     COMP
 AA2962  Y           -  -5,254,389.838 (meters)                     COMP
 AA2962  Z           -   3,585,711.192 (meters)                     COMP
 AA2962  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AA2962  ELLIP HEIGHT-         317.33  (meters)          (07/29/02) GPS OBS
 AA2962  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA2962
 AA2962  HORZ ORDER  -  FIRST
 AA2962  ELLP ORDER  -  FOURTH    CLASS I
 AA2962
 AA2962.The horizontal coordinates were established by GPS observations
 AA2962.and adjusted by the National Geodetic Survey in March 1995..
 AA2962
 AA2962.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2962
 AA2962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2962
 AA2962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2962
 AA2962.The ellipsoidal height was determined by GPS observations
 AA2962.and is referenced to NAD 83.
 AA2962
 AA2962.The geoid height was determined by GEOID03.
 AA2962
 AA2962;                    North         East     Units Scale Factor Converg.
 AA2962;SPC AL E     -   435,386.533   180,716.169   MT  0.99996458   -0 07 07.0
 AA2962;UTM  16      - 3,809,816.438   587,922.838   MT  0.99969528   +0 32 27.6
 AA2962
 AA2962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2962!SPC AL E     -   0.99995019  x   0.99996458  =   0.99991477
 AA2962!UTM  16      -   0.99995019  x   0.99969528  =   0.99964548
 AA2962
 AA2962                          SUPERSEDED SURVEY CONTROL
 AA2962
 AA2962  ELLIP H (03/30/95)  317.42   (m)                       GP(       ) 4 2
 AA2962  NGVD 29 (03/30/95)  346.3    (m)         1136.     (f) GPS OBS        
 AA2962
 AA2962.Superseded values are not recommended for survey control.
 AA2962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2962.See file dsdata.txt to determine how the superseded data were derived.
 AA2962
 AA2962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8792309816(NAD 83)
 AA2962_MARKER: DD = SURVEY DISK
 AA2962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2962_SP_SET: CONCRETE POST
 AA2962_STAMPING: 25-34 1993
 AA2962_MARK LOGO: ALHD  
 AA2962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2962+STABILITY: SURFACE MOTION
 AA2962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2962+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2962
 AA2962  HISTORY     - Date     Condition        Report By
 AA2962  HISTORY     - 1993     MONUMENTED       ALHD
 AA2962
 AA2962                          STATION DESCRIPTION
 AA2962
 AA2962'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2962'THE STATION IS LOCATED IN DEKALB COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA2962'PAVED COUNTY ROAD, ABOUT 4.40 MI (7.08 KM) NORTHWEST OF LAKEVIEW AND
 AA2962'ABOUT 4.90 MI (7.89 KM) NORTH-NORTHWEST OF GERALDINE. TO REACH THE
 AA2962'STATION FROM THE JUNCTION OF ALA 75 AND ALA 227 (MILE POST 72.00 ON
 AA2962'ALA 75 AND MILE POST 28.90 ON ALA 227) AT A TRAFFIC LIGHT IN
 AA2962'GERALDINE, DRIVE NORTHEAST ON ALA 75 FOR 3.90 MI (6.28 KM) TO A PAVED
 AA2962'CROSS ROAD, TURN LEFT ON A PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR
 AA2962'4.90 MI (7.89 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.9 FT
 AA2962'(0.9 M) SOUTH-SOUTHWEST OF A SIX STRAND BARBED WIRE FENCE ON WHITE
 AA2962'TOP, GREEN STEEL POSTS, 57.3 FT (17.5 M) NORTHWEST OF THE WEST END OF
 AA2962'A FIFTEEN-INCH CORREGATED METAL PIPE UNDER A FIELD ROAD, 68.6 FT (20.9
 AA2962'M) NORTH-NORTHEAST OF THE CENTER OF THE PAVED COUNTY ROAD, 89.4 FT
 AA2962'(27.2 M) WEST OF A POWER POLE, 102.0 FT (31.1 M) SOUTHEAST OF A POWER
 AA2962'POLE, 3.1 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2962'WITH THE GROUND. STATION 25-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2962'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2963 ***********************************************************************
 AA2963  DESIGNATION -  25 35
 AA2963  PID         -  AA2963
 AA2963  STATE/COUNTY-  AL/DE KALB
 AA2963  USGS QUAD   -  GROVE OAK (1986)
 AA2963
 AA2963                         *CURRENT SURVEY CONTROL
 AA2963  ___________________________________________________________________
 AA2963* NAD 83(1992)-  34 25 11.29165(N)    086 01 38.81175(W)     ADJUSTED  
 AA2963* NAVD 88     -       351.8    (meters)    1154.     (feet)  VERTCON   
 AA2963  ___________________________________________________________________
 AA2963  X           -     364,914.073 (meters)                     COMP
 AA2963  Y           -  -5,254,687.869 (meters)                     COMP
 AA2963  Z           -   3,585,139.253 (meters)                     COMP
 AA2963  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AA2963  ELLIP HEIGHT-         322.86  (meters)          (07/29/02) GPS OBS
 AA2963  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AA2963
 AA2963  HORZ ORDER  -  FIRST
 AA2963  ELLP ORDER  -  FOURTH    CLASS I
 AA2963
 AA2963.The horizontal coordinates were established by GPS observations
 AA2963.and adjusted by the National Geodetic Survey in March 1995..
 AA2963
 AA2963.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2963
 AA2963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2963
 AA2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2963
 AA2963.The ellipsoidal height was determined by GPS observations
 AA2963.and is referenced to NAD 83.
 AA2963
 AA2963.The geoid height was determined by GEOID03.
 AA2963
 AA2963;                    North         East     Units Scale Factor Converg.
 AA2963;SPC AL E     -   434,686.579   182,156.187   MT  0.99996392   -0 06 35.0
 AA2963;UTM  16      - 3,809,133.289   589,370.430   MT  0.99969845   +0 32 59.2
 AA2963
 AA2963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2963!SPC AL E     -   0.99994932  x   0.99996392  =   0.99991324
 AA2963!UTM  16      -   0.99994932  x   0.99969845  =   0.99964779
 AA2963
 AA2963                          SUPERSEDED SURVEY CONTROL
 AA2963
 AA2963  ELLIP H (03/30/95)  322.95   (m)                       GP(       ) 4 2
 AA2963  NGVD 29 (03/30/95)  351.8    (m)         1154.     (f) GPS OBS        
 AA2963
 AA2963.Superseded values are not recommended for survey control.
 AA2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2963.See file dsdata.txt to determine how the superseded data were derived.
 AA2963
 AA2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8937009133(NAD 83)
 AA2963_MARKER: DD = SURVEY DISK
 AA2963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2963_SP_SET: CONCRETE POST
 AA2963_STAMPING: 25-35 1993
 AA2963_MARK LOGO: ALHD  
 AA2963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2963+STABILITY: SURFACE MOTION
 AA2963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2963+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2963
 AA2963  HISTORY     - Date     Condition        Report By
 AA2963  HISTORY     - 1993     MONUMENTED       ALHD
 AA2963
 AA2963                          STATION DESCRIPTION
 AA2963
 AA2963'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2963'THE STATION IS LOCATED IN DEKALB COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA2963'PAVED COUNTY ROAD, ABOUT 3.40 MI (5.47 KM) NORTHWEST OF LAKEVIEW AND
 AA2963'ABOUT 4.20 MI (6.76 KM) NORTH-NORTHWEST OF GERALDINE. TO REACH THE
 AA2963'STATION FROM THE JUNCTION OF ALA 75 AND ALA 227 (MILE POST 72.00 ON
 AA2963'ALA 75 AND MILE POST 28.90 ON ALA 227) AT A TRAFFIC LIGHT IN
 AA2963'GERALDINE, DRIVE NORTHEAST ON ALA 75 FOR 3.90 MI (6.28 KM) TO MILE
 AA2963'POST 75.95 AND A PAVED CROSS ROAD, TURN LEFT ON A PAVED COUNTY ROAD
 AA2963'AND DRIVE NORTHWEST FOR 3.90 MI (6.28 KM) TO THE STATION ON THE RIGHT.
 AA2963'THE STATION IS 2.7 FT (0.8 M) SOUTH-SOUTHWEST OF A SIX STRAND BARBED
 AA2963'WIRE FENCE ON RUSTY STEEL POSTS, 16.2 FT (4.9 M) WEST-NORTHWEST OF THE
 AA2963'WEST POST OF A METAL GATE, 41.2 FT (12.6 M) NORTH-NORTHEAST OF THE
 AA2963'WEST END OF A FIFTEEN-INCH CORREGATED METAL PIPE UNDER A FIELD ROAD,
 AA2963'82.5 FT (25.1 M) NORTH-NORTHEAST OF THE CENTER OF THE PAVED COUNTY
 AA2963'ROAD, 84.2 FT (25.7 M) EAST-SOUTHEAST OF A POWER POLE, 105.0 FT (32.0
 AA2963'M) WEST-NORTHWEST OF A POWER POLE, 2.8 FT (0.9 M) SOUTHWEST OF A
 AA2963'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 25-34
 AA2963'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2964 ***********************************************************************
 AA2964  DESIGNATION -  25 36
 AA2964  PID         -  AA2964
 AA2964  STATE/COUNTY-  AL/DE KALB
 AA2964  USGS QUAD   -  SYLVANIA (1983)
 AA2964
 AA2964                         *CURRENT SURVEY CONTROL
 AA2964  ___________________________________________________________________
 AA2964* NAD 83(1992)-  34 32 56.30489(N)    085 48 31.04619(W)     ADJUSTED  
 AA2964* NAVD 88     -       410.3    (meters)    1346.     (feet)  VERTCON   
 AA2964  ___________________________________________________________________
 AA2964  X           -     384,390.590 (meters)                     COMP
 AA2964  Y           -  -5,245,212.502 (meters)                     COMP
 AA2964  Z           -   3,596,984.234 (meters)                     COMP
 AA2964  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AA2964  ELLIP HEIGHT-         381.50  (meters)          (07/29/02) GPS OBS
 AA2964  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA2964
 AA2964  HORZ ORDER  -  FIRST
 AA2964  ELLP ORDER  -  FOURTH    CLASS I
 AA2964
 AA2964.The horizontal coordinates were established by GPS observations
 AA2964.and adjusted by the National Geodetic Survey in March 1995..
 AA2964
 AA2964.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2964
 AA2964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2964
 AA2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2964
 AA2964.The ellipsoidal height was determined by GPS observations
 AA2964.and is referenced to NAD 83.
 AA2964
 AA2964.The geoid height was determined by GEOID03.
 AA2964
 AA2964;                    North         East     Units Scale Factor Converg.
 AA2964;SPC AL E     -   448,998.214   202,267.892   MT  0.99996006   +0 00 50.4
 AA2964;UTM  16      - 3,823,672.370   609,311.025   MT  0.99974728   +0 40 32.6
 AA2964
 AA2964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2964!SPC AL E     -   0.99994012  x   0.99996006  =   0.99990018
 AA2964!UTM  16      -   0.99994012  x   0.99974728  =   0.99968741
 AA2964
 AA2964:                Primary Azimuth Mark                     Grid Az
 AA2964:SPC AL E     -  25 37                                    030 28 18.4
 AA2964:UTM  16      -  25 37                                    029 48 36.2
 AA2964
 AA2964|---------------------------------------------------------------------|
 AA2964| PID    Reference Object                     Distance      Geod. Az  |
 AA2964|                                                           dddmmss.s |
 AA2964| AA2965 25 37                               APPROX. 0.6 KM 0302908.8 |
 AA2964|---------------------------------------------------------------------|
 AA2964
 AA2964                          SUPERSEDED SURVEY CONTROL
 AA2964
 AA2964  ELLIP H (03/30/95)  381.60   (m)                       GP(       ) 4 2
 AA2964  NGVD 29 (03/30/95)  410.3    (m)         1346.     (f) GPS OBS        
 AA2964
 AA2964.Superseded values are not recommended for survey control.
 AA2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2964.See file dsdata.txt to determine how the superseded data were derived.
 AA2964
 AA2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0931123672(NAD 83)
 AA2964_MARKER: DD = SURVEY DISK
 AA2964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2964_SP_SET: CONCRETE POST
 AA2964_STAMPING: 25-36 1993
 AA2964_MARK LOGO: ALHD  
 AA2964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2964+STABILITY: SURFACE MOTION
 AA2964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2964+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2964
 AA2964  HISTORY     - Date     Condition        Report By
 AA2964  HISTORY     - 1993     MONUMENTED       ALHD
 AA2964
 AA2964                          STATION DESCRIPTION
 AA2964
 AA2964'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2964'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 AA2964'ALA 75, ABOUT 1.60 MI (2.57 KM) SOUTHWEST OF SYLVANIA AND ABOUT 4.35
 AA2964'MI (7.00 KM) NORTHEAST OF RAINSVILLE. TO REACH THE STATION FROM THE
 AA2964'JUNCTION OF ALA 35 AND ALA 75 (MILE POST 85.30 ON ALA 75 AND MILE POST
 AA2964'32.45 ON ALA 35) AT A TRAFFIC LIGHT IN RAINSVILLE, DRIVE NORTHEAST ON
 AA2964'ALA 75 FOR 4.40 MI (7.08 KM) TO MILE POST 89.70 AND THE STATION ON THE
 AA2964'LEFT. THE STATION IS 2.5 FT (0.8 M) EAST-SOUTHEAST OF A HOG WIRE FENCE
 AA2964'WITH THREE STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 49.1 FT (15.0 M)
 AA2964'WEST-NORTHWEST OF THE CENTERLINE OF ALA 75, 81.5 FT (24.8 M)
 AA2964'SOUTH-SOUTHWEST OF THE NORTHEAST CORNER OF THE FENCE, 82.4 FT (25.1 M)
 AA2964'SOUTHWEST OF A STOP SIGN, 96.4 FT (29.4 M) SOUTHWEST OF THE CENTER OF
 AA2964'THE INTERSECTION OF ALA 75 AND A GRAVEL CROSS ROAD, 2.6 FT (0.8 M)
 AA2964'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2964'STATION 25-37 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2965 ***********************************************************************
 AA2965  DESIGNATION -  25 37
 AA2965  PID         -  AA2965
 AA2965  STATE/COUNTY-  AL/DE KALB
 AA2965  USGS QUAD   -  SYLVANIA (1983)
 AA2965
 AA2965                         *CURRENT SURVEY CONTROL
 AA2965  ___________________________________________________________________
 AA2965* NAD 83(1992)-  34 33 12.39675(N)    085 48 19.59591(W)     ADJUSTED  
 AA2965* NAVD 88     -       406.8    (meters)    1335.     (feet)  VERTCON   
 AA2965  ___________________________________________________________________
 AA2965  X           -     384,660.984 (meters)                     COMP
 AA2965  Y           -  -5,244,907.800 (meters)                     COMP
 AA2965  Z           -   3,597,390.682 (meters)                     COMP
 AA2965  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AA2965  ELLIP HEIGHT-         378.01  (meters)          (07/29/02) GPS OBS
 AA2965  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA2965
 AA2965  HORZ ORDER  -  FIRST
 AA2965  ELLP ORDER  -  FOURTH    CLASS I
 AA2965
 AA2965.The horizontal coordinates were established by GPS observations
 AA2965.and adjusted by the National Geodetic Survey in March 1995..
 AA2965
 AA2965.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2965
 AA2965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2965
 AA2965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2965
 AA2965.The ellipsoidal height was determined by GPS observations
 AA2965.and is referenced to NAD 83.
 AA2965
 AA2965.The geoid height was determined by GEOID03.
 AA2965
 AA2965;                    North         East     Units Scale Factor Converg.
 AA2965;SPC AL E     -   449,494.134   202,559.681   MT  0.99996008   +0 00 56.9
 AA2965;UTM  16      - 3,824,171.520   609,597.007   MT  0.99974805   +0 40 39.3
 AA2965
 AA2965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2965!SPC AL E     -   0.99994067  x   0.99996008  =   0.99990075
 AA2965!UTM  16      -   0.99994067  x   0.99974805  =   0.99968873
 AA2965
 AA2965:                Primary Azimuth Mark                     Grid Az
 AA2965:SPC AL E     -  25 36                                    210 28 18.4
 AA2965:UTM  16      -  25 36                                    209 48 36.0
 AA2965
 AA2965|---------------------------------------------------------------------|
 AA2965| PID    Reference Object                     Distance      Geod. Az  |
 AA2965|                                                           dddmmss.s |
 AA2965| AA2964 25 36                               APPROX. 0.6 KM 2102915.3 |
 AA2965|---------------------------------------------------------------------|
 AA2965
 AA2965                          SUPERSEDED SURVEY CONTROL
 AA2965
 AA2965  ELLIP H (03/30/95)  378.11   (m)                       GP(       ) 4 2
 AA2965  NGVD 29 (03/30/95)  406.8    (m)         1335.     (f) GPS OBS        
 AA2965
 AA2965.Superseded values are not recommended for survey control.
 AA2965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2965.See file dsdata.txt to determine how the superseded data were derived.
 AA2965
 AA2965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0959724172(NAD 83)
 AA2965_MARKER: DD = SURVEY DISK
 AA2965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2965_SP_SET: CONCRETE POST
 AA2965_STAMPING: 25-37 1993
 AA2965_MARK LOGO: ALHD  
 AA2965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2965+STABILITY: SURFACE MOTION
 AA2965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2965+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2965
 AA2965  HISTORY     - Date     Condition        Report By
 AA2965  HISTORY     - 1993     MONUMENTED       ALHD
 AA2965
 AA2965                          STATION DESCRIPTION
 AA2965
 AA2965'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2965'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 AA2965'ALA 75, ABOUT 1.25 MI (2.01 KM) SOUTHWEST OF SYLVANIA AND ABOUT 4.70
 AA2965'MI (7.56 KM) NORTHEAST OF RAINSVILLE. TO REACH THE STATION FROM THE
 AA2965'JUNCTION OF ALA 35 AND ALA 75 (MILE POST 85.30 ON ALA 75 AND MILE POST
 AA2965'32.45 ON ALA 35) AT A TRAFFIC LIGHT IN RAINSVILLE, DRIVE NORTHEAST ON
 AA2965'ALA 75 FOR 4.75 MI (7.64 KM) TO MILE POST 90.05 AND THE STATION ON THE
 AA2965'LEFT. THE STATION IS LOCATED ACROSS ALA 75 FROM SYLVANIA TIRE COMPANY,
 AA2965'3.0 FT (0.9 M) EAST-SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA2965'VARIOUS POSTS, 45.4 FT (13.8 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AA2965'ALA 75, 150.5 FT (45.9 M) SOUTH-SOUTHWEST OF JUNCTION POWER POLE NO. 2
 AA2965'8, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2965'WITH THE GROUND. STATION 25-36 1993 MAY BE USED AS AN AZIMUTH FOR THI
 AA2965'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2966 ***********************************************************************
 AA2966  DESIGNATION -  25 38
 AA2966  PID         -  AA2966
 AA2966  STATE/COUNTY-  AL/DE KALB
 AA2966  USGS QUAD   -  SYLVANIA (1983)
 AA2966
 AA2966                         *CURRENT SURVEY CONTROL
 AA2966  ___________________________________________________________________
 AA2966* NAD 83(1992)-  34 36 29.34515(N)    085 45 58.56445(W)     ADJUSTED  
 AA2966* NAVD 88     -       446.6    (meters)    1465.     (feet)  VERTCON   
 AA2966  ___________________________________________________________________
 AA2966  X           -     387,995.156 (meters)                     COMP
 AA2966  Y           -  -5,241,240.906 (meters)                     COMP
 AA2966  Z           -   3,602,410.270 (meters)                     COMP
 AA2966  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AA2966  ELLIP HEIGHT-         417.80  (meters)          (07/29/02) GPS OBS
 AA2966  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AA2966
 AA2966  HORZ ORDER  -  FIRST
 AA2966  ELLP ORDER  -  FOURTH    CLASS I
 AA2966
 AA2966.The horizontal coordinates were established by GPS observations
 AA2966.and adjusted by the National Geodetic Survey in March 1995..
 AA2966
 AA2966.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2966
 AA2966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2966
 AA2966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2966
 AA2966.The ellipsoidal height was determined by GPS observations
 AA2966.and is referenced to NAD 83.
 AA2966
 AA2966.The geoid height was determined by GEOID03.
 AA2966
 AA2966;                    North         East     Units Scale Factor Converg.
 AA2966;SPC AL E     -   455,564.488   206,151.077   MT  0.99996047   +0 02 17.1
 AA2966;UTM  16      - 3,830,281.711   613,117.272   MT  0.99975771   +0 42 02.8
 AA2966
 AA2966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2966!SPC AL E     -   0.99993442  x   0.99996047  =   0.99989489
 AA2966!UTM  16      -   0.99993442  x   0.99975771  =   0.99969215
 AA2966
 AA2966                          SUPERSEDED SURVEY CONTROL
 AA2966
 AA2966  ELLIP H (03/30/95)  417.89   (m)                       GP(       ) 4 2
 AA2966  NGVD 29 (03/30/95)  446.5    (m)         1465.     (f) GPS OBS        
 AA2966
 AA2966.Superseded values are not recommended for survey control.
 AA2966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2966.See file dsdata.txt to determine how the superseded data were derived.
 AA2966
 AA2966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1311730282(NAD 83)
 AA2966_MARKER: DD = SURVEY DISK
 AA2966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2966_SP_SET: CONCRETE POST
 AA2966_STAMPING: 25-38 1993
 AA2966_MARK LOGO: ALHD  
 AA2966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2966+STABILITY: SURFACE MOTION
 AA2966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2966+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2966
 AA2966  HISTORY     - Date     Condition        Report By
 AA2966  HISTORY     - 1993     MONUMENTED       ALHD
 AA2966
 AA2966                          STATION DESCRIPTION
 AA2966
 AA2966'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2966'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 AA2966'ALA 75 IN HENAGAR. TO REACH THE STATION FROM THE JUNCTION OF ALA 40
 AA2966'AND ALA 75 (MILE POST 95.90 ON ALA 75 AND MILE POST 14.95 ON ALA 40)
 AA2966'AT A TRAFFIC LIGHT IN HENAGAR, DRIVE SOUTHWEST ON ALA 75 FOR 1.35 MI
 AA2966'(2.17 KM) TO MILE POST 94.55 AND THE STATION ON THE LEFT. THE STATION
 AA2966'IS 13.5 FT (4.1 M) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA2966'43.7 FT (13.3 M) EAST-SOUTHEAST OF THE CENTERLINE OF ALA 75, 66.9 FT
 AA2966'(20.4 M) SOUTH-SOUTHWEST OF A CABLE POLE, 66.9 FT (20.4 M)
 AA2966'SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 3 A 13 A, 73.4 FT
 AA2966'(22.4 M) NORTH-NORTHEAST OF POWER AND CABLE POLE NO. 3 32, 73.4 FT
 AA2966'(22.4 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 3 14, 75.5 FT
 AA2966'(23.0 M) SOUTH-SOUTHWEST OF A FOUR BY SIX-INCH CONCRETE POST, 94.0 FT
 AA2966'(28.7 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL ROAD, 1.8 FT (0.5
 AA2966'M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2966'GROUND. STATION 25-39 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2967 ***********************************************************************
 AA2967  DESIGNATION -  25 39
 AA2967  PID         -  AA2967
 AA2967  STATE/COUNTY-  AL/DE KALB
 AA2967  USGS QUAD   -  SYLVANIA (1983)
 AA2967
 AA2967                         *CURRENT SURVEY CONTROL
 AA2967  ___________________________________________________________________
 AA2967* NAD 83(1992)-  34 36 49.81710(N)    085 45 45.27535(W)     ADJUSTED  
 AA2967* NAVD 88     -       443.5    (meters)    1455.     (feet)  VERTCON   
 AA2967  ___________________________________________________________________
 AA2967  X           -     388,306.169 (meters)                     COMP
 AA2967  Y           -  -5,240,855.999 (meters)                     COMP
 AA2967  Z           -   3,602,927.748 (meters)                     COMP
 AA2967  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AA2967  ELLIP HEIGHT-         414.71  (meters)          (07/29/02) GPS OBS
 AA2967  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AA2967
 AA2967  HORZ ORDER  -  FIRST
 AA2967  ELLP ORDER  -  FOURTH    CLASS I
 AA2967
 AA2967.The horizontal coordinates were established by GPS observations
 AA2967.and adjusted by the National Geodetic Survey in March 1995..
 AA2967
 AA2967.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2967
 AA2967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2967
 AA2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2967
 AA2967.The ellipsoidal height was determined by GPS observations
 AA2967.and is referenced to NAD 83.
 AA2967
 AA2967.The geoid height was determined by GEOID03.
 AA2967
 AA2967;                    North         East     Units Scale Factor Converg.
 AA2967;SPC AL E     -   456,195.534   206,489.203   MT  0.99996052   +0 02 24.7
 AA2967;UTM  16      - 3,830,916.497   613,448.009   MT  0.99975864   +0 42 10.7
 AA2967
 AA2967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2967!SPC AL E     -   0.99993491  x   0.99996052  =   0.99989543
 AA2967!UTM  16      -   0.99993491  x   0.99975864  =   0.99969356
 AA2967
 AA2967                          SUPERSEDED SURVEY CONTROL
 AA2967
 AA2967  ELLIP H (03/30/95)  414.81   (m)                       GP(       ) 4 2
 AA2967  NGVD 29 (03/30/95)  443.4    (m)         1455.     (f) GPS OBS        
 AA2967
 AA2967.Superseded values are not recommended for survey control.
 AA2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2967.See file dsdata.txt to determine how the superseded data were derived.
 AA2967
 AA2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1344830916(NAD 83)
 AA2967_MARKER: DD = SURVEY DISK
 AA2967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2967_SP_SET: CONCRETE POST
 AA2967_STAMPING: 25-39 1993
 AA2967_MARK LOGO: ALHD  
 AA2967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2967+STABILITY: SURFACE MOTION
 AA2967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2967+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2967
 AA2967  HISTORY     - Date     Condition        Report By
 AA2967  HISTORY     - 1993     MONUMENTED       ALHD
 AA2967
 AA2967                          STATION DESCRIPTION
 AA2967
 AA2967'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2967'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 AA2967'ALA 75 IN HENAGAR. TO REACH THE STATION FROM THE JUNCTION OF ALA 40
 AA2967'AND ALA 75 (MILE POST 95.90 ON ALA 75 AND MILE POST 14.95 ON ALA 40)
 AA2967'AT A TRAFFIC LIGHT IN HENAGAR, DRIVE SOUTHWEST ON ALA 75 FOR 0.90 MI
 AA2967'(1.45 KM) TO MILE POST 95.00 AND THE STATION ON THE RIGHT. THE STATION
 AA2967'IS 17.2 FT (5.2 M) SOUTH OF A LINE OF YELLOW TOP, GREEN STEEL POSTS,
 AA2967'30.5 FT (9.3 M) WEST-SOUTHWEST OF THE SOUTH END OF A FIFTEEN-INCH
 AA2967'CORREGATED METAL PIPE UNDER A GRAVEL DRIVEWAY, 31.0 FT (9.4 M) SOUTH
 AA2967'OF THE CENTER OF A GRAVEL DRIVEWAY, 39.2 FT (11.9 M) NORTH-NORTHWEST
 AA2967'OF THE NORTH END OF A FIFTEEN-INCH CONCRETE PIPE UNDER A GRAVEL
 AA2967'DRIVEWAY, 48.6 FT (14.8 M) WEST-NORTHWEST OF THE CENTERLINE OF ALA 75,
 AA2967'56.0 FT (17.1 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 107.2 FT
 AA2967'(32.7 M) WEST-SOUTHWEST OF MILE POST 95 ACROSS ALA 75, 192.0 FT (58.5
 AA2967'M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE CONCRETE BLOCK THE
 AA2967'FURNITURE SHOPPE BUILDING, 2.8 FT (0.9 M) SOUTHEAST OF A CARSONITE
 AA2967'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 25-38 1993 MAY BE
 AA2967'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2318 ***********************************************************************
 EE2318  DESIGNATION -  25 4
 EE2318  PID         -  EE2318
 EE2318  STATE/COUNTY-  AL/DE KALB
 EE2318  USGS QUAD   -  CHAVIES (1983)
 EE2318
 EE2318                         *CURRENT SURVEY CONTROL
 EE2318  ___________________________________________________________________
 EE2318* NAD 83(1992)-  34 29 33.39686(N)    085 50 54.30581(W)     ADJUSTED  
 EE2318* NAVD 88     -       394.8    (meters)    1295.     (feet)  VERTCON   
 EE2318  ___________________________________________________________________
 EE2318  X           -     381,003.090 (meters)                     COMP
 EE2318  Y           -  -5,248,999.745 (meters)                     COMP
 EE2318  Z           -   3,591,823.622 (meters)                     COMP
 EE2318  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 EE2318  ELLIP HEIGHT-         366.05  (meters)          (07/29/02) GPS OBS
 EE2318  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE2318
 EE2318  HORZ ORDER  -  FIRST
 EE2318  ELLP ORDER  -  FOURTH    CLASS I
 EE2318
 EE2318.The horizontal coordinates were established by GPS observations
 EE2318.and adjusted by the National Geodetic Survey in December 1992..
 EE2318
 EE2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2318
 EE2318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2318
 EE2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2318
 EE2318.The ellipsoidal height was determined by GPS observations
 EE2318.and is referenced to NAD 83.
 EE2318
 EE2318.The geoid height was determined by GEOID03.
 EE2318
 EE2318;                    North         East     Units Scale Factor Converg.
 EE2318;SPC AL E     -   442,745.802   198,614.532   MT  0.99996002   -0 00 30.8
 EE2318;UTM  16      - 3,817,379.582   605,730.841   MT  0.99973779   +0 39 07.9
 EE2318
 EE2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2318!SPC AL E     -   0.99994254  x   0.99996002  =   0.99990256
 EE2318!UTM  16      -   0.99994254  x   0.99973779  =   0.99968035
 EE2318
 EE2318:                Primary Azimuth Mark                     Grid Az
 EE2318:SPC AL E     -  25 5                                     032 18 30.7
 EE2318:UTM  16      -  25 5                                     031 38 52.0
 EE2318
 EE2318|---------------------------------------------------------------------|
 EE2318| PID    Reference Object                     Distance      Geod. Az  |
 EE2318|                                                           dddmmss.s |
 EE2318| EE2319 25 5                                490.586 METERS 0321759.9 |
 EE2318|---------------------------------------------------------------------|
 EE2318
 EE2318                          SUPERSEDED SURVEY CONTROL
 EE2318
 EE2318  ELLIP H (12/04/92)  366.13   (m)                       GP(       ) 4 1
 EE2318  NAD 83(1992)-  34 29 33.40437(N)    085 50 54.30525(W) AD(       ) 1
 EE2318  NGVD 29 (12/04/92)  394.8    (m)         1295.     (f) GPS OBS        
 EE2318
 EE2318.Superseded values are not recommended for survey control.
 EE2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2318.See file dsdata.txt to determine how the superseded data were derived.
 EE2318
 EE2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0573117380(NAD 83)
 EE2318_MARKER: DD = SURVEY DISK
 EE2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2318_SP_SET: CONCRETE POST
 EE2318_STAMPING: 25 - 4 1990
 EE2318_MARK LOGO: ALHD  
 EE2318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2318+STABILITY: SURFACE MOTION
 EE2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2318+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EE2318
 EE2318  HISTORY     - Date     Condition        Report By
 EE2318  HISTORY     - 1990     MONUMENTED       ALHD
 EE2318
 EE2318                          STATION DESCRIPTION
 EE2318
 EE2318'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2318'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 EE2318'ALA 75 IN RAINSVILLE.
 EE2318'TO REACH THE STATION FROM THE JUNCTION OF ALA 35 AND ALA 75, MILE POST
 EE2318'85.30 ON ALA 75, DRIVE SOUTH ON ALA 75 0.24 KM (0.15 MI) TO MILE POST
 EE2318'85.15 AND THE STATION ON THE RIGHT.
 EE2318'THE STATION IS 1.74 M (5.71 FT) WEST - NORTHWEST OF THE WEST CONCRETE
 EE2318'CURB OF ALA 75, 3.72 M (12.20 FT) SOUTHEAST OF THE SOUTH CREOSOTE 6
 EE2318'INCH BY 8 INCH CABLE BARRICADE SUPPORT POST, 5.06 M (16.60 FT) NORTH
 EE2318'- NORTHEAST OF PAVEMENT NARROWS SIGN, 6.16 M (20.21 FT) SOUTH -
 EE2318'SOUTHWEST OF THE CENTER OF A BLOCKED DRIVEWAY, 7.92 M (25.98 FT) WEST
 EE2318'- NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF ALA 75,
 EE2318'13.87 M (45.51 FT) SOUTH - SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EE2318'WHITE CONCRETE BLOCK ADDITION TO A WHITE CONCRETE BLOCK AND WHITE
 EE2318'BRICK BUILDING, 14.72 M (48.29 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 EE2318'WHITE CONCRETE BLOCK AND WHITE BRICK NORTH ALABAMA SKILLS CENTER
 EE2318'BUILDING, 0.73 M (2.40 FT) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 EE2318'SET FLUSH WITH THE GROUND.
 EE2318'STATION 25 - 5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2968 ***********************************************************************
 AA2968  DESIGNATION -  25 40
 AA2968  PID         -  AA2968
 AA2968  STATE/COUNTY-  AL/DE KALB
 AA2968  USGS QUAD   -  IDER (1974)
 AA2968
 AA2968                         *CURRENT SURVEY CONTROL
 AA2968  ___________________________________________________________________
 AA2968* NAD 83(1992)-  34 40 01.39862(N)    085 39 18.02245(W)     ADJUSTED  
 AA2968* NAVD 88     -       452.5    (meters)    1485.     (feet)  VERTCON   
 AA2968  ___________________________________________________________________
 AA2968  X           -     397,891.259 (meters)                     COMP
 AA2968  Y           -  -5,236,778.824 (meters)                     COMP
 AA2968  Z           -   3,607,790.289 (meters)                     COMP
 AA2968  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AA2968  ELLIP HEIGHT-         423.74  (meters)          (07/29/02) GPS OBS
 AA2968  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AA2968
 AA2968  HORZ ORDER  -  FIRST
 AA2968  ELLP ORDER  -  FOURTH    CLASS I
 AA2968
 AA2968.The horizontal coordinates were established by GPS observations
 AA2968.and adjusted by the National Geodetic Survey in March 1995..
 AA2968
 AA2968.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2968
 AA2968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2968
 AA2968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2968
 AA2968.The ellipsoidal height was determined by GPS observations
 AA2968.and is referenced to NAD 83.
 AA2968
 AA2968.The geoid height was determined by GEOID03.
 AA2968
 AA2968;                    North         East     Units Scale Factor Converg.
 AA2968;SPC AL E     -   462,111.075   216,344.174   MT  0.99996329   +0 06 05.2
 AA2968;UTM  16      - 3,836,944.579   623,231.994   MT  0.99978718   +0 45 54.5
 AA2968
 AA2968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2968!SPC AL E     -   0.99993349  x   0.99996329  =   0.99989678
 AA2968!UTM  16      -   0.99993349  x   0.99978718  =   0.99972068
 AA2968
 AA2968                          SUPERSEDED SURVEY CONTROL
 AA2968
 AA2968  ELLIP H (03/30/95)  423.84   (m)                       GP(       ) 4 2
 AA2968  NGVD 29 (03/30/95)  452.5    (m)         1485.     (f) GPS OBS        
 AA2968
 AA2968.Superseded values are not recommended for survey control.
 AA2968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2968.See file dsdata.txt to determine how the superseded data were derived.
 AA2968
 AA2968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2323236945(NAD 83)
 AA2968_MARKER: DD = SURVEY DISK
 AA2968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2968_SP_SET: CONCRETE POST
 AA2968_STAMPING: 25-40 1993
 AA2968_MARK LOGO: ALHD  
 AA2968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2968+STABILITY: SURFACE MOTION
 AA2968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2968+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2968
 AA2968  HISTORY     - Date     Condition        Report By
 AA2968  HISTORY     - 1993     MONUMENTED       ALHD
 AA2968
 AA2968                          STATION DESCRIPTION
 AA2968
 AA2968'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2968'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 AA2968'ALA 117, ABOUT 2.10 MI (3.38 KM) SOUTH-SOUTHEAST OF IDER AND ABOUT
 AA2968'6.30 MI (10.14 KM) NORTHEAST OF HENAGAR. TO REACH THE STATION FROM THE
 AA2968'JUNCTION OF ALA 75 AND ALA 117 (MILE POST 19.80 ON ALA 117 AND MILE
 AA2968'POST 102.75 ON ALA 75) AT A FOUR WAY STOP IN IDER, DRIVE SOUTHEAST ON
 AA2968'ALA 117 FOR 2.10 MI (3.38 KM) TO MILE POST 17.70 AND THE STATION ON
 AA2968'THE RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST-NORTHEAST OF A HOG WIRE
 AA2968'FENCE WITH TWO STRANDS OF BARBED WIRE ON WOOD POSTS, 19.5 FT (5.9 M)
 AA2968'SOUTH-SOUTHEAST OF THE SOUTH POST OF A GREY METAL GATE, 26.0 FT (7.9
 AA2968'M) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL FIELD ROAD, 47.0 FT (14.3
 AA2968'M) WEST-SOUTHWEST OF THE CENTERLINE OF ALA 117, 99.2 FT (30.2 M)
 AA2968'NORTHWEST OF A POWER AND CABLE POLE, 3.0 FT (0.9 M) NORTHEAST OF A
 AA2968'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 25-41
 AA2968'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2969 ***********************************************************************
 AA2969  DESIGNATION -  25 41
 AA2969  PID         -  AA2969
 AA2969  STATE/COUNTY-  AL/DE KALB
 AA2969  USGS QUAD   -  IDER (1974)
 AA2969
 AA2969                         *CURRENT SURVEY CONTROL
 AA2969  ___________________________________________________________________
 AA2969* NAD 83(1992)-  34 40 21.94271(N)    085 39 30.96048(W)     ADJUSTED  
 AA2969* NAVD 88     -       463.8    (meters)    1522.     (feet)  VERTCON   
 AA2969  ___________________________________________________________________
 AA2969  X           -     397,536.219 (meters)                     COMP
 AA2969  Y           -  -5,236,453.911 (meters)                     COMP
 AA2969  Z           -   3,608,317.404 (meters)                     COMP
 AA2969  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AA2969  ELLIP HEIGHT-         435.02  (meters)          (07/29/02) GPS OBS
 AA2969  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AA2969
 AA2969  HORZ ORDER  -  FIRST
 AA2969  ELLP ORDER  -  FOURTH    CLASS I
 AA2969
 AA2969.The horizontal coordinates were established by GPS observations
 AA2969.and adjusted by the National Geodetic Survey in March 1995..
 AA2969
 AA2969.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2969
 AA2969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2969
 AA2969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2969
 AA2969.The ellipsoidal height was determined by GPS observations
 AA2969.and is referenced to NAD 83.
 AA2969
 AA2969.The geoid height was determined by GEOID03.
 AA2969
 AA2969;                    North         East     Units Scale Factor Converg.
 AA2969;SPC AL E     -   462,743.542   216,013.685   MT  0.99996316   +0 05 57.9
 AA2969;UTM  16      - 3,837,573.064   622,894.260   MT  0.99978615   +0 45 47.5
 AA2969
 AA2969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2969!SPC AL E     -   0.99993172  x   0.99996316  =   0.99989488
 AA2969!UTM  16      -   0.99993172  x   0.99978615  =   0.99971788
 AA2969
 AA2969                          SUPERSEDED SURVEY CONTROL
 AA2969
 AA2969  ELLIP H (03/30/95)  435.13   (m)                       GP(       ) 4 2
 AA2969  NGVD 29 (03/30/95)  463.8    (m)         1522.     (f) GPS OBS        
 AA2969
 AA2969.Superseded values are not recommended for survey control.
 AA2969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2969.See file dsdata.txt to determine how the superseded data were derived.
 AA2969
 AA2969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2289437573(NAD 83)
 AA2969_MARKER: DD = SURVEY DISK
 AA2969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2969_SP_SET: CONCRETE POST
 AA2969_STAMPING: 25-41 1993
 AA2969_MARK LOGO: ALHD  
 AA2969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2969+STABILITY: SURFACE MOTION
 AA2969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2969+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2969
 AA2969  HISTORY     - Date     Condition        Report By
 AA2969  HISTORY     - 1993     MONUMENTED       ALHD
 AA2969
 AA2969                          STATION DESCRIPTION
 AA2969
 AA2969'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2969'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 AA2969'ALA 117, ABOUT 1.60 MI (2.57 KM) SOUTH-SOUTHEAST OF IDER AND ABOUT
 AA2969'6.35 MI (10.22 KM) NORTHEAST OF HENAGAR. TO REACH THE STATION FROM THE
 AA2969'JUNCTION OF ALA 75 AND ALA 117 (MILE POST 19.80 ON ALA 117 AND MILE
 AA2969'POST 102.75 ON ALA 75) AT A FOUR WAY STOP IN IDER, DRIVE SOUTHEAST ON
 AA2969'ALA 117 FOR 1.60 MI (2.57 KM) TO MILE POST 18.20 AND THE STATION ON
 AA2969'THE LEFT. THE STATION IS 3.1 FT (0.9 M) WEST-SOUTHWEST OF A SEVEN
 AA2969'STRAND BARBED WIRE FENCE ON WOOD POSTS, 40.2 FT (12.3 M)
 AA2969'EAST-NORTHEAST OF THE CENTERLINE OF ALA 117, 72.9 FT (22.2 M) EAST OF
 AA2969'A GRAPHIC SIDE ROAD SIGN ACROSS THE ROAD, 95.5 FT (29.1 M)
 AA2969'SOUTH-SOUTHEAST OF CABLE POLE NO. 8 52, 111.5 FT (34.0 M)
 AA2969'EAST-SOUTHEAST OF A TRANSFORMER AND JUNCTION POWER POLE ACROSS THE
 AA2969'ROAD, 3.2 FT (1.0 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2969'FLUSH WITH THE GROUND. STATION 25-40 1993 MAY BE USED AS AN AZIMUTH
 AA2969'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2970 ***********************************************************************
 AA2970  DESIGNATION -  25 42
 AA2970  PID         -  AA2970
 AA2970  STATE/COUNTY-  AL/DE KALB
 AA2970  USGS QUAD   -  VALLEY HEAD (1983)
 AA2970
 AA2970                         *CURRENT SURVEY CONTROL
 AA2970  ___________________________________________________________________
 AA2970* NAD 83(1992)-  34 30 09.05043(N)    085 34 45.93794(W)     ADJUSTED  
 AA2970* NAVD 88     -       482.3    (meters)    1582.     (feet)  VERTCON   
 AA2970  ___________________________________________________________________
 AA2970  X           -     405,599.292 (meters)                     COMP
 AA2970  Y           -  -5,246,604.627 (meters)                     COMP
 AA2970  Z           -   3,592,778.665 (meters)                     COMP
 AA2970  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AA2970  ELLIP HEIGHT-         453.52  (meters)          (07/29/02) GPS OBS
 AA2970  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA2970
 AA2970  HORZ ORDER  -  FIRST
 AA2970  ELLP ORDER  -  FOURTH    CLASS I
 AA2970
 AA2970.The horizontal coordinates were established by GPS observations
 AA2970.and adjusted by the National Geodetic Survey in March 1995..
 AA2970
 AA2970.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2970
 AA2970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2970
 AA2970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2970
 AA2970.The ellipsoidal height was determined by GPS observations
 AA2970.and is referenced to NAD 83.
 AA2970
 AA2970.The geoid height was determined by GEOID03.
 AA2970
 AA2970;                    North         East     Units Scale Factor Converg.
 AA2970;SPC AL E     -   443,873.559   223,317.129   MT  0.99996670   +0 08 37.8
 AA2970;UTM  16      - 3,818,791.911   630,414.106   MT  0.99980964   +0 48 17.2
 AA2970
 AA2970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2970!SPC AL E     -   0.99992881  x   0.99996670  =   0.99989552
 AA2970!UTM  16      -   0.99992881  x   0.99980964  =   0.99973847
 AA2970
 AA2970:                Primary Azimuth Mark                     Grid Az
 AA2970:SPC AL E     -  25 43                                    272 53 49.6
 AA2970:UTM  16      -  25 43                                    272 14 10.2
 AA2970
 AA2970|---------------------------------------------------------------------|
 AA2970| PID    Reference Object                     Distance      Geod. Az  |
 AA2970|                                                           dddmmss.s |
 AA2970| AA2971 25 43                               464.923 METERS 2730227.4 |
 AA2970|---------------------------------------------------------------------|
 AA2970
 AA2970                          SUPERSEDED SURVEY CONTROL
 AA2970
 AA2970  ELLIP H (03/30/95)  453.60   (m)                       GP(       ) 4 2
 AA2970  NGVD 29 (03/30/95)  482.2    (m)         1582.     (f) GPS OBS        
 AA2970
 AA2970.Superseded values are not recommended for survey control.
 AA2970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2970.See file dsdata.txt to determine how the superseded data were derived.
 AA2970
 AA2970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3041418792(NAD 83)
 AA2970_MARKER: DD = SURVEY DISK
 AA2970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2970_SP_SET: CONCRETE POST
 AA2970_STAMPING: 25-42 1993
 AA2970_MARK LOGO: ALHD  
 AA2970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2970+STABILITY: SURFACE MOTION
 AA2970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2970+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 AA2970
 AA2970  HISTORY     - Date     Condition        Report By
 AA2970  HISTORY     - 1993     MONUMENTED       ALHD
 AA2970  HISTORY     - 20010710 GOOD             ALHD
 AA2970
 AA2970                          STATION DESCRIPTION
 AA2970
 AA2970'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2970'THE STATION IS LOCATED IN DEKALB COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA2970'PAVED COUNTY ROAD, ABOUT 5.25 MI (8.45 KM) SOUTH OF MENTONE AND ABOUT
 AA2970'9.25 MI (14.89 KM) NORTHEAST OF FORT PAYNE. TO REACH THE STATION FROM
 AA2970'THE JUNCTION OF U.S. 11 AND ALA 35 (MILE POST 22.05 ON ALA 35 AND MILE
 AA2970'POST 229.90 ON U.S. 11) AT A TRAFFIC LIGHT IN FORT PAYNE, DRIVE
 AA2970'NORTHEAST ON ALA 35 FOR 2.35 MI (3.78 KM) TO MILE POST 19.70 AND A
 AA2970'PAVED CROSS ROAD WITH DEKALB COUNTY ROAD NO. 89 LEFT AND RIGHT, TURN
 AA2970'LEFT ON DEKALB COUNTY ROAD NO. 89 AND DRIVE NORTHEAST FOR 6.20 MI
 AA2970'(9.98 KM) TO T-INTERSECTION WITH DEKALB COUNTY ROAD NO. 89 LEFT AND
 AA2970'DEKALB COUNTY ROAD NO. 165 ON THE RIGHT, TURN RIGHT ON DEKALB COUNTY
 AA2970'ROAD NO. 165 AND DRIVE NORTHEAST FOR 1.35 MI (2.17 KM) TO A PAVED
 AA2970'COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND
 AA2970'DRIVE SOUTH FOR 0.90 MI (1.45 KM) TO A PAVED COUNTY ROAD ON THE LEFT
 AA2970'AND A GRAVEL ROAD AHEAD, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA2970'EAST FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA2970'3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON TALL WOOD
 AA2970'POSTS, 27.5 FT (8.4 M) EAST OF THE EAST ONE OF TWO CONNECTED WOOD
 AA2970'POSTS IN THE FENCE LINE, 29.0 FT (8.8 M) SOUTH OF THE CENTER OF THE
 AA2970'PAVED COUNTY ROAD, 56.7 FT (17.3 M) SOUTH OF THE EAST ONE OF TWO
 AA2970'CONNECTED WOOD POSTS IN THE FENCE LINE ACROSS THE ROAD, 57.1 FT (17.4
 AA2970'M) SOUTH-SOUTHWEST OF THE WEST ONE OF TWO CONNECTED WOOD POSTS IN THE
 AA2970'FENCE LINE ACROSS THE ROAD, 62.0 FT (18.9 M) WEST OF THE NORTHEAST
 AA2970'CORNER OF THE FENCE, 103.0 FT (31.4 M) SOUTHWEST OF TRANSFORMER POWER
 AA2970'POLE NO. 44 21 WITH TWO GUY WIRES ACROSS THE ROAD, 3.1 FT (0.9 M)
 AA2970'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2970'STATION 25-43 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2970
 AA2970                          STATION RECOVERY (2001)
 AA2970
 AA2970'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2970'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2971 ***********************************************************************
 AA2971  DESIGNATION -  25 43
 AA2971  PID         -  AA2971
 AA2971  STATE/COUNTY-  AL/DE KALB
 AA2971  USGS QUAD   -  VALLEY HEAD (1983)
 AA2971
 AA2971                         *CURRENT SURVEY CONTROL
 AA2971  ___________________________________________________________________
 AA2971* NAD 83(1992)-  34 30 09.85046(N)    085 35 04.13721(W)     ADJUSTED  
 AA2971* NAVD 88     -       474.1    (meters)    1555.     (feet)  VERTCON   
 AA2971  ___________________________________________________________________
 AA2971  X           -     405,134.774 (meters)                     COMP
 AA2971  Y           -  -5,246,619.732 (meters)                     COMP
 AA2971  Z           -   3,592,794.337 (meters)                     COMP
 AA2971  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AA2971  ELLIP HEIGHT-         445.32  (meters)          (07/29/02) GPS OBS
 AA2971  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA2971
 AA2971  HORZ ORDER  -  FIRST
 AA2971  ELLP ORDER  -  FOURTH    CLASS I
 AA2971
 AA2971.The horizontal coordinates were established by GPS observations
 AA2971.and adjusted by the National Geodetic Survey in March 1995..
 AA2971
 AA2971.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2971
 AA2971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2971
 AA2971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2971
 AA2971.The ellipsoidal height was determined by GPS observations
 AA2971.and is referenced to NAD 83.
 AA2971
 AA2971.The geoid height was determined by GEOID03.
 AA2971
 AA2971;                    North         East     Units Scale Factor Converg.
 AA2971;SPC AL E     -   443,897.057   222,852.816   MT  0.99996643   +0 08 27.5
 AA2971;UTM  16      - 3,818,810.048   629,949.626   MT  0.99980815   +0 48 06.9
 AA2971
 AA2971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2971!SPC AL E     -   0.99993010  x   0.99996643  =   0.99989653
 AA2971!UTM  16      -   0.99993010  x   0.99980815  =   0.99973826
 AA2971
 AA2971:                Primary Azimuth Mark                     Grid Az
 AA2971:SPC AL E     -  25 42                                    092 53 49.6
 AA2971:UTM  16      -  25 42                                    092 14 10.2
 AA2971
 AA2971|---------------------------------------------------------------------|
 AA2971| PID    Reference Object                     Distance      Geod. Az  |
 AA2971|                                                           dddmmss.s |
 AA2971| AA2970 25 42                               464.923 METERS 0930217.1 |
 AA2971|---------------------------------------------------------------------|
 AA2971
 AA2971                          SUPERSEDED SURVEY CONTROL
 AA2971
 AA2971  ELLIP H (03/30/95)  445.40   (m)                       GP(       ) 4 2
 AA2971  NGVD 29 (03/30/95)  474.0    (m)         1555.     (f) GPS OBS        
 AA2971
 AA2971.Superseded values are not recommended for survey control.
 AA2971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2971.See file dsdata.txt to determine how the superseded data were derived.
 AA2971
 AA2971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2995018810(NAD 83)
 AA2971_MARKER: DD = SURVEY DISK
 AA2971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2971_SP_SET: CONCRETE POST
 AA2971_STAMPING: 25-43 1993
 AA2971_MARK LOGO: ALHD  
 AA2971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2971+STABILITY: SURFACE MOTION
 AA2971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2971+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2971
 AA2971  HISTORY     - Date     Condition        Report By
 AA2971  HISTORY     - 1993     MONUMENTED       ALHD
 AA2971
 AA2971                          STATION DESCRIPTION
 AA2971
 AA2971'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2971'THE STATION IS LOCATED IN DEKALB COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA2971'PAVED COUNTY ROAD, ABOUT 5.20 MI (8.37 KM) SOUTH OF MENTONE AND ABOUT
 AA2971'9.00 MI (14.48 KM) NORTHEAST OF FORT PAYNE. TO REACH THE STATION FROM
 AA2971'THE JUNCTION OF U.S. 11 AND ALA 35 (MILE POST 22.05 ON ALA 35 AND MILE
 AA2971'POST 229.90 ON U.S. 11) AT A TRAFFIC LIGHT IN FORT PAYNE, DRIVE
 AA2971'NORTHEAST ON ALA 35 FOR 2.35 MI (3.78 KM) TO MILE POST 19.70 AND A
 AA2971'PAVED CROSS ROAD WITH DEKALB COUNTY ROAD NO. 89 LEFT AND RIGHT, TURN
 AA2971'LEFT ON DEKALB COUNTY ROAD NO. 89 AND DRIVE NORTHEAST FOR 6.20 MI
 AA2971'(9.98 KM) TO T-INTERSECTION WITH DEKALB COUNTY ROAD NO. 89 LEFT AND
 AA2971'DEKALB COUNTY ROAD NO. 165 ON THE RIGHT, TURN RIGHT ON DEKALB COUNTY
 AA2971'ROAD NO. 165 AND DRIVE NORTHEAST FOR 1.35 MI (2.17 KM) TO A PAVED
 AA2971'COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND
 AA2971'DRIVE SOUTH FOR 0.90 MI (1.45 KM) TO A PAVED COUNTY ROAD ON THE LEFT
 AA2971'AND A GRAVEL ROAD AHEAD, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA2971'EAST FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA2971'33.0 FT (10.1 M) NORTH-NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA2971'RUSTY STEEL POSTS,33.5 FT SOUTH-SOUTHWEST OF THE CENTER OF THE PAVED
 AA2971'COUNTY ROAD, 74.7 FT (22.8 M) SOUTH OF TRANSFORMER POWER POLE NO. 44
 AA2971'16 ACROSS THE ROAD, 74.9 FT (22.8 M) SOUTH OF A FENCE JUNCTION ACROSS
 AA2971'THE ROAD, 97.4 FT (29.7 M) WEST-NORTHWEST OF THE WEST END OF A
 AA2971'FIFTEEN-INCH CONCRETE PIPE UNDER A FIELD ROAD, 118.0 FT (36.0 M) WEST
 AA2971'OF THE WEST POST OF A CHAIN LINK GATE ACROSS THE ROAD, 2.0 FT (0.6 M)
 AA2971'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2971'STATION 25-42 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2972 ***********************************************************************
 AA2972  DESIGNATION -  25 44
 AA2972  PID         -  AA2972
 AA2972  STATE/COUNTY-  AL/DE KALB
 AA2972  USGS QUAD   -  DUGOUT VALLEY (1975)
 AA2972
 AA2972                         *CURRENT SURVEY CONTROL
 AA2972  ___________________________________________________________________
 AA2972* NAD 83(1992)-  34 36 16.96405(N)    085 42 37.09429(W)     ADJUSTED  
 AA2972* NAVD 88     -       455.2    (meters)    1493.     (feet)  VERTCON   
 AA2972  ___________________________________________________________________
 AA2972  X           -     393,131.117 (meters)                     COMP
 AA2972  Y           -  -5,241,082.600 (meters)                     COMP
 AA2972  Z           -   3,602,101.131 (meters)                     COMP
 AA2972  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA2972  ELLIP HEIGHT-         426.43  (meters)          (07/29/02) GPS OBS
 AA2972  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AA2972
 AA2972  HORZ ORDER  -  FIRST
 AA2972  ELLP ORDER  -  FOURTH    CLASS I
 AA2972
 AA2972.The horizontal coordinates were established by GPS observations
 AA2972.and adjusted by the National Geodetic Survey in March 1995..
 AA2972
 AA2972.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2972
 AA2972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2972
 AA2972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2972
 AA2972.The ellipsoidal height was determined by GPS observations
 AA2972.and is referenced to NAD 83.
 AA2972
 AA2972.The geoid height was determined by GEOID03.
 AA2972
 AA2972;                    North         East     Units Scale Factor Converg.
 AA2972;SPC AL E     -   455,187.818   211,284.420   MT  0.99996157   +0 04 11.5
 AA2972;UTM  16      - 3,829,964.497   618,253.621   MT  0.99977236   +0 43 57.1
 AA2972
 AA2972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2972!SPC AL E     -   0.99993307  x   0.99996157  =   0.99989464
 AA2972!UTM  16      -   0.99993307  x   0.99977236  =   0.99970544
 AA2972
 AA2972:                Primary Azimuth Mark                     Grid Az
 AA2972:SPC AL E     -  25 45                                    097 17 12.4
 AA2972:UTM  16      -  25 45                                    096 37 26.8
 AA2972
 AA2972|---------------------------------------------------------------------|
 AA2972| PID    Reference Object                     Distance      Geod. Az  |
 AA2972|                                                           dddmmss.s |
 AA2972| AA2973 25 45                               499.094 METERS 0972123.9 |
 AA2972|---------------------------------------------------------------------|
 AA2972
 AA2972                          SUPERSEDED SURVEY CONTROL
 AA2972
 AA2972  ELLIP H (03/30/95)  426.53   (m)                       GP(       ) 4 2
 AA2972  NGVD 29 (03/30/95)  455.2    (m)         1493.     (f) GPS OBS        
 AA2972
 AA2972.Superseded values are not recommended for survey control.
 AA2972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2972.See file dsdata.txt to determine how the superseded data were derived.
 AA2972
 AA2972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1825429964(NAD 83)
 AA2972_MARKER: DD = SURVEY DISK
 AA2972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2972_SP_SET: CONCRETE POST
 AA2972_STAMPING: 25-44 1993
 AA2972_MARK LOGO: ALHD  
 AA2972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2972+STABILITY: SURFACE MOTION
 AA2972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2972+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2972
 AA2972  HISTORY     - Date     Condition        Report By
 AA2972  HISTORY     - 1993     MONUMENTED       ALHD
 AA2972
 AA2972                          STATION DESCRIPTION
 AA2972
 AA2972'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2972'THE STATION IS LOCATED IN DEKALB COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2972'ALA 40 IN HENAGAR. TO REACH THE STATION FROM THE JUNCTION OF ALA 40
 AA2972'AND ALA 75 (MILE POST 14.95 ON ALA 40 AND MILE POST 95.90 ON ALA 75)
 AA2972'AT A TRAFFIC LIGHT IN HENAGAR, DRIVE SOUTHEAST ON ALA 40 FOR 3.00 MI
 AA2972'(4.83 KM) TO MILE POST 17.95 AND THE STATION ON THE LEFT. THE STATION
 AA2972'IS 2.7 FT (0.8 M) SOUTH OF A SIX STRAND BARBED WIRE FENCE ON OLD WOOD
 AA2972'POSTS, 8.0 FT (2.4 M) NORTH OF THE CREST OF A TEN FOOT BACK SLOPE,
 AA2972'48.0 FT (14.6 M) NORTH OF THE CENTERLINE OF ALA 40, 96.0 FT (29.3 M)
 AA2972'NORTH OF A LONE SIX-INCH CEDAR TREE IN THE FENCE LINE ACROSS THE ROAD,
 AA2972'110.5 FT (33.7 M) NORTH-NORTHWEST OF A FENCE JUNCTION ACROSS THE ROAD,
 AA2972'2.8 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2972'THE GROUND. STATION 25-45 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2972'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2973 ***********************************************************************
 AA2973  DESIGNATION -  25 45
 AA2973  PID         -  AA2973
 AA2973  STATE/COUNTY-  AL/DE KALB
 AA2973  USGS QUAD   -  DUGOUT VALLEY (1975)
 AA2973
 AA2973                         *CURRENT SURVEY CONTROL
 AA2973  ___________________________________________________________________
 AA2973* NAD 83(1992)-  34 36 14.88973(N)    085 42 17.66735(W)     ADJUSTED  
 AA2973* NAVD 88     -       455.5    (meters)    1494.     (feet)  VERTCON   
 AA2973  ___________________________________________________________________
 AA2973  X           -     393,627.481 (meters)                     COMP
 AA2973  Y           -  -5,241,081.989 (meters)                     COMP
 AA2973  Z           -   3,602,048.680 (meters)                     COMP
 AA2973  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA2973  ELLIP HEIGHT-         426.72  (meters)          (07/29/02) GPS OBS
 AA2973  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AA2973
 AA2973  HORZ ORDER  -  FIRST
 AA2973  ELLP ORDER  -  FOURTH    CLASS I
 AA2973
 AA2973.The horizontal coordinates were established by GPS observations
 AA2973.and adjusted by the National Geodetic Survey in March 1995..
 AA2973
 AA2973.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2973
 AA2973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2973
 AA2973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2973
 AA2973.The ellipsoidal height was determined by GPS observations
 AA2973.and is referenced to NAD 83.
 AA2973
 AA2973.The geoid height was determined by GEOID03.
 AA2973
 AA2973;                    North         East     Units Scale Factor Converg.
 AA2973;SPC AL E     -   455,124.517   211,779.464   MT  0.99996171   +0 04 22.6
 AA2973;UTM  16      - 3,829,906.937   618,749.271   MT  0.99977381   +0 44 08.1
 AA2973
 AA2973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2973!SPC AL E     -   0.99993302  x   0.99996171  =   0.99989473
 AA2973!UTM  16      -   0.99993302  x   0.99977381  =   0.99970685
 AA2973
 AA2973:                Primary Azimuth Mark                     Grid Az
 AA2973:SPC AL E     -  25 44                                    277 17 12.4
 AA2973:UTM  16      -  25 44                                    276 37 26.9
 AA2973
 AA2973|---------------------------------------------------------------------|
 AA2973| PID    Reference Object                     Distance      Geod. Az  |
 AA2973|                                                           dddmmss.s |
 AA2973| AA2972 25 44                               499.094 METERS 2772135.0 |
 AA2973|---------------------------------------------------------------------|
 AA2973
 AA2973                          SUPERSEDED SURVEY CONTROL
 AA2973
 AA2973  ELLIP H (03/30/95)  426.82   (m)                       GP(       ) 4 2
 AA2973  NGVD 29 (03/30/95)  455.5    (m)         1494.     (f) GPS OBS        
 AA2973
 AA2973.Superseded values are not recommended for survey control.
 AA2973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2973.See file dsdata.txt to determine how the superseded data were derived.
 AA2973
 AA2973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1874929907(NAD 83)
 AA2973_MARKER: DD = SURVEY DISK
 AA2973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2973_SP_SET: CONCRETE POST
 AA2973_STAMPING: 25-45 1993
 AA2973_MARK LOGO: ALHD  
 AA2973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2973+STABILITY: SURFACE MOTION
 AA2973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2973+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 AA2973
 AA2973  HISTORY     - Date     Condition        Report By
 AA2973  HISTORY     - 1993     MONUMENTED       ALHD
 AA2973  HISTORY     - 20010710 GOOD             ALHD
 AA2973
 AA2973                          STATION DESCRIPTION
 AA2973
 AA2973'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2973'THE STATION IS LOCATED IN DEKALB COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2973'ALA 40 IN HENAGAR. TO REACH THE STATION FROM THE JUNCTION OF ALA 40
 AA2973'AND ALA 75 (MILE POST 14.95 ON ALA 40 AND MILE POST 95.90 ON ALA 75)
 AA2973'AT A TRAFFIC LIGHT IN HENAGAR, DRIVE SOUTHEAST ON ALA 40 FOR 3.30 MI
 AA2973'(5.31 KM) TO MILE POST 18.25 AND THE STATION ON THE LEFT. THE STATION
 AA2973'IS 2.8 FT (0.9 M) SOUTH-SOUTHWEST OF A HOG WIRE FENCE WITH FOUR
 AA2973'STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 16.2 FT (4.9 M)
 AA2973'EAST-SOUTHEAST OF A PIPE SIGN POST WITH NO SIGN, 50.9 FT (15.5 M)
 AA2973'NORTH-NORTHEAST OF THE CENTERLINE OF ALA 40, 118.0 FT (36.0 M) EAST OF
 AA2973'A POWER AND CABLE POLE, 2.7 FT (0.8 M) SOUTH OF A CARSONITE WITNESS
 AA2973'POST, AND SET FLUSH WITH THE GROUND. STATION 25-44 1993 MAY BE USED AS
 AA2973'AN AZIMUTH FOR THIS STATION.
 AA2973
 AA2973                          STATION RECOVERY (2001)
 AA2973
 AA2973'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2973'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2974 ***********************************************************************
 AA2974  DESIGNATION -  25 46
 AA2974  PID         -  AA2974
 AA2974  STATE/COUNTY-  AL/DE KALB
 AA2974  USGS QUAD   -  VALLEY HEAD (1983)
 AA2974
 AA2974                         *CURRENT SURVEY CONTROL
 AA2974  ___________________________________________________________________
 AA2974* NAD 83(1992)-  34 36 59.39974(N)    085 36 42.53069(W)     ADJUSTED  
 AA2974* NAVD 88     -       289.9    (meters)     951.     (feet)  VERTCON   
 AA2974  ___________________________________________________________________
 AA2974  X           -     402,072.564 (meters)                     COMP
 AA2974  Y           -  -5,239,522.767 (meters)                     COMP
 AA2974  Z           -   3,603,083.496 (meters)                     COMP
 AA2974  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AA2974  ELLIP HEIGHT-         261.06  (meters)          (07/29/02) GPS OBS
 AA2974  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA2974
 AA2974  HORZ ORDER  -  FIRST
 AA2974  ELLP ORDER  -  FOURTH    CLASS I
 AA2974
 AA2974.The horizontal coordinates were established by GPS observations
 AA2974.and adjusted by the National Geodetic Survey in March 1995..
 AA2974
 AA2974.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2974
 AA2974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2974
 AA2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2974
 AA2974.The ellipsoidal height was determined by GPS observations
 AA2974.and is referenced to NAD 83.
 AA2974
 AA2974.The geoid height was determined by GEOID03.
 AA2974
 AA2974;                    North         East     Units Scale Factor Converg.
 AA2974;SPC AL E     -   456,510.844   220,315.187   MT  0.99996508   +0 07 33.0
 AA2974;UTM  16      - 3,831,391.641   627,266.881   MT  0.99979964   +0 47 19.3
 AA2974
 AA2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2974!SPC AL E     -   0.99995902  x   0.99996508  =   0.99992410
 AA2974!UTM  16      -   0.99995902  x   0.99979964  =   0.99975867
 AA2974
 AA2974:                Primary Azimuth Mark                     Grid Az
 AA2974:SPC AL E     -  25 47                                    025 55 41.4
 AA2974:UTM  16      -  25 47                                    025 15 55.1
 AA2974
 AA2974|---------------------------------------------------------------------|
 AA2974| PID    Reference Object                     Distance      Geod. Az  |
 AA2974|                                                           dddmmss.s |
 AA2974| AA2975 25 47                               APPROX. 0.6 KM 0260314.4 |
 AA2974|---------------------------------------------------------------------|
 AA2974
 AA2974                          SUPERSEDED SURVEY CONTROL
 AA2974
 AA2974  ELLIP H (03/30/95)  261.15   (m)                       GP(       ) 4 2
 AA2974  NGVD 29 (03/30/95)  289.9    (m)          951.     (f) GPS OBS        
 AA2974
 AA2974.Superseded values are not recommended for survey control.
 AA2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2974.See file dsdata.txt to determine how the superseded data were derived.
 AA2974
 AA2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2726731392(NAD 83)
 AA2974_MARKER: DD = SURVEY DISK
 AA2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2974_SP_SET: CONCRETE POST
 AA2974_STAMPING: 25-46 1993
 AA2974_MARK LOGO: ALHD  
 AA2974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2974+STABILITY: SURFACE MOTION
 AA2974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2974+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2001
 AA2974
 AA2974  HISTORY     - Date     Condition        Report By
 AA2974  HISTORY     - 1993     MONUMENTED       ALHD
 AA2974  HISTORY     - 20010710 GOOD             ALHD
 AA2974
 AA2974                          STATION DESCRIPTION
 AA2974
 AA2974'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2974'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 AA2974'U.S. 11, ABOUT 3.00 MI (4.83 KM) NORTH-NORTHWEST OF MENTONE AND ABOUT
 AA2974'8.10 MI (13.04 KM) EAST OF HENAGAR. TO REACH THE STATION FROM EXIT 231
 AA2974'ON I-59 (MILE POST 11.80 ON ALA 117) NEAR HAMMONDVILLE, DRIVE
 AA2974'SOUTHEAST ON ALA 117 FOR 1.25 MI (2.01 KM) TO MILE POST 10.55 AND U.S.
 AA2974'11 LEFT AND RIGHT (MILE POST 242.00 ON U.S. 11), TURN LEFT ON U.S. 11
 AA2974'AND DRIVE NORTHEAST FOR 2.55 MI (4.10 KM) TO MILE POST 244.55 AND THE
 AA2974'STATION ON THE LEFT. THE STATION IS 38.0 FT (11.6 M) WEST-NORTHWEST OF
 AA2974'THE CENTERLINE OF U.S. 11, 89.6 FT (27.3 M) WEST OF TELEPHONE CABLE
 AA2974'PEDESTAL NO. 1 RE ACROSS THE ROAD, 142.4 FT (43.4 M) SOUTHWEST OF
 AA2974'TELEPHONE CABLE PEDESTAL NO. 1 64 LP 4 ACROSS THE ROAD, 154.5 FT (47.1
 AA2974'M) SOUTH-SOUTHWEST OF A TRANSFORMER POWER POLE, 1.7 FT (0.5 M)
 AA2974'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2974'STATION 25-47 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2974
 AA2974                          STATION RECOVERY (2001)
 AA2974
 AA2974'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2974'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2975 ***********************************************************************
 AA2975  DESIGNATION -  25 47
 AA2975  PID         -  AA2975
 AA2975  STATE/COUNTY-  AL/DE KALB
 AA2975  USGS QUAD   -  VALLEY HEAD (1983)
 AA2975
 AA2975                         *CURRENT SURVEY CONTROL
 AA2975  ___________________________________________________________________
 AA2975* NAD 83(1992)-  34 37 15.57881(N)    085 36 32.96235(W)     ADJUSTED  
 AA2975* NAVD 88     -       288.4    (meters)     946.     (feet)  VERTCON   
 AA2975  ___________________________________________________________________
 AA2975  X           -     402,293.843 (meters)                     COMP
 AA2975  Y           -  -5,239,220.519 (meters)                     COMP
 AA2975  Z           -   3,603,492.987 (meters)                     COMP
 AA2975  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AA2975  ELLIP HEIGHT-         259.63  (meters)          (07/29/02) GPS OBS
 AA2975  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AA2975
 AA2975  HORZ ORDER  -  FIRST
 AA2975  ELLP ORDER  -  FOURTH    CLASS I
 AA2975
 AA2975.The horizontal coordinates were established by GPS observations
 AA2975.and adjusted by the National Geodetic Survey in March 1995..
 AA2975
 AA2975.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2975
 AA2975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2975
 AA2975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2975
 AA2975.The ellipsoidal height was determined by GPS observations
 AA2975.and is referenced to NAD 83.
 AA2975
 AA2975.The geoid height was determined by GEOID03.
 AA2975
 AA2975;                    North         East     Units Scale Factor Converg.
 AA2975;SPC AL E     -   457,009.920   220,557.828   MT  0.99996521   +0 07 38.5
 AA2975;UTM  16      - 3,831,893.409   627,503.694   MT  0.99980038   +0 47 25.1
 AA2975
 AA2975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2975!SPC AL E     -   0.99995925  x   0.99996521  =   0.99992446
 AA2975!UTM  16      -   0.99995925  x   0.99980038  =   0.99975963
 AA2975
 AA2975:                Primary Azimuth Mark                     Grid Az
 AA2975:SPC AL E     -  25 46                                    205 55 41.4
 AA2975:UTM  16      -  25 46                                    205 15 54.8
 AA2975
 AA2975|---------------------------------------------------------------------|
 AA2975| PID    Reference Object                     Distance      Geod. Az  |
 AA2975|                                                           dddmmss.s |
 AA2975| AA2974 25 46                               APPROX. 0.6 KM 2060319.9 |
 AA2975|---------------------------------------------------------------------|
 AA2975
 AA2975                          SUPERSEDED SURVEY CONTROL
 AA2975
 AA2975  ELLIP H (03/30/95)  259.73   (m)                       GP(       ) 4 2
 AA2975  NGVD 29 (03/30/95)  288.4    (m)          946.     (f) GPS OBS        
 AA2975
 AA2975.Superseded values are not recommended for survey control.
 AA2975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2975.See file dsdata.txt to determine how the superseded data were derived.
 AA2975
 AA2975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2750431893(NAD 83)
 AA2975_MARKER: DD = SURVEY DISK
 AA2975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2975_SP_SET: CONCRETE POST
 AA2975_STAMPING: 25-47 1993
 AA2975_MARK LOGO: ALHD  
 AA2975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2975+STABILITY: SURFACE MOTION
 AA2975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2975+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2001
 AA2975
 AA2975  HISTORY     - Date     Condition        Report By
 AA2975  HISTORY     - 1993     MONUMENTED       ALHD
 AA2975  HISTORY     - 20010709 GOOD             ALHD
 AA2975
 AA2975                          STATION DESCRIPTION
 AA2975
 AA2975'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2975'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 AA2975'U.S. 11, ABOUT 3.15 MI (5.07 KM) NORTH-NORTHWEST OF MENTONE AND ABOUT
 AA2975'8.30 MI (13.36 KM) EAST OF HENAGAR. TO REACH THE STATION FROM EXIT 231
 AA2975'ON I-59 (MILE POST 11.80 ON ALA 117) NEAR HAMMONDVILLE, DRIVE
 AA2975'SOUTHEAST ON ALA 117 FOR 1.25 MI (2.01 KM) TO MILE POST 10.55 AND U.S.
 AA2975'11 LEFT AND RIGHT (MILE POST 242.00 ON U.S. 11), TURN LEFT ON U.S. 11
 AA2975'AND DRIVE NORTHEAST FOR 2.90 MI (4.67 KM) TO MILE POST 244.90 AND THE
 AA2975'STATION ON THE RIGHT. THE STATION IS 5.5 FT (1.7 M) WEST-NORTHWEST OF
 AA2975'A FIVE STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS, 34.2 FT (10.4 M)
 AA2975'EAST-SOUTHEAST OF THE CENTERLINE OF U.S. 11, 37.2 FT (11.3 M) NORTH OF
 AA2975'THE NORTH ONE OF TWO FOUR BY FOUR-INCH WOOD POSTS IN THE FENCE LINE,
 AA2975'70.4 FT (21.5 M) EAST-SOUTHEAST OF A TRANSFORMER POWER POLE, 75.0 FT
 AA2975'(22.9 M) EAST-SOUTHEAST OF A FENCE CORNER ACROSS THE ROAD, 123.4 FT
 AA2975'(37.6 M) SOUTH-SOUTHWEST OF THE SOUTH STEEL POST OF A RUSTY PIPE GATE,
 AA2975'194.9 FT (59.4 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NI. 1 -
 AA2975'17, 5.7 FT (1.7 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2975'FLUSH WITH THE GROUND. STATION 25-46 1993 MAY BE USED AS AN AZIMUTH
 AA2975'FOR THIS STATION.
 AA2975
 AA2975                          STATION RECOVERY (2001)
 AA2975
 AA2975'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2976 ***********************************************************************
 AA2976  DESIGNATION -  25 48
 AA2976  PID         -  AA2976
 AA2976  STATE/COUNTY-  AL/DE KALB
 AA2976  USGS QUAD   -  TRENTON (1982)
 AA2976
 AA2976                         *CURRENT SURVEY CONTROL
 AA2976  ___________________________________________________________________
 AA2976* NAD 83(1992)-  34 47 47.43199(N)    085 35 30.43073(W)     ADJUSTED  
 AA2976* NAVD 88     -       487.8    (meters)    1600.     (feet)  VERTCON   
 AA2976  ___________________________________________________________________
 AA2976  X           -     403,042.544 (meters)                     COMP
 AA2976  Y           -  -5,228,206.998 (meters)                     COMP
 AA2976  Z           -   3,619,613.394 (meters)                     COMP
 AA2976  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AA2976  ELLIP HEIGHT-         458.82  (meters)          (07/29/02) GPS OBS
 AA2976  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AA2976
 AA2976  HORZ ORDER  -  FIRST
 AA2976  ELLP ORDER  -  FOURTH    CLASS I
 AA2976
 AA2976.The horizontal coordinates were established by GPS observations
 AA2976.and adjusted by the National Geodetic Survey in March 1995..
 AA2976
 AA2976.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2976
 AA2976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2976
 AA2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2976
 AA2976.The ellipsoidal height was determined by GPS observations
 AA2976.and is referenced to NAD 83.
 AA2976
 AA2976.The geoid height was determined by GEOID03.
 AA2976
 AA2976;                    North         East     Units Scale Factor Converg.
 AA2976;SPC AL E     -   476,483.656   222,103.974   MT  0.99996602   +0 08 16.2
 AA2976;UTM  16      - 3,851,380.584   628,823.703   MT  0.99980454   +0 48 13.4
 AA2976
 AA2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2976!SPC AL E     -   0.99992798  x   0.99996602  =   0.99989401
 AA2976!UTM  16      -   0.99992798  x   0.99980454  =   0.99973254
 AA2976
 AA2976                          SUPERSEDED SURVEY CONTROL
 AA2976
 AA2976  ELLIP H (03/30/95)  458.94   (m)                       GP(       ) 4 2
 AA2976  NGVD 29 (03/30/95)  487.8    (m)         1600.     (f) GPS OBS        
 AA2976
 AA2976.Superseded values are not recommended for survey control.
 AA2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2976.See file dsdata.txt to determine how the superseded data were derived.
 AA2976
 AA2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2882451381(NAD 83)
 AA2976_MARKER: DD = SURVEY DISK
 AA2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2976_SP_SET: CONCRETE POST
 AA2976_STAMPING: 25-48 1993
 AA2976_MARK LOGO: ALHD  
 AA2976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2976+STABILITY: SURFACE MOTION
 AA2976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2976+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2976
 AA2976  HISTORY     - Date     Condition        Report By
 AA2976  HISTORY     - 1993     MONUMENTED       ALHD
 AA2976
 AA2976                          STATION DESCRIPTION
 AA2976
 AA2976'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2976'THE STATION IS LOCATED IN DEKALB COUNTY ON THE WEST RIGHT OF WAY OF
 AA2976'ALA 75, ABOUT 8.15 MI (13.12 KM) NORTH-NORTHEAST OF IDER AND ABOUT
 AA2976'15.00 MI (24.14 KM) NORTH OF MENTONE. TO REACH THE STATION FROM THE
 AA2976'JUNCTION OF ALA 75 AND ALA 117 (MILE POST 102.75 ON ALA 75 AND MILE
 AA2976'POST 19.80 ON ALA 117) AT A FOUR WAY STOP IN IDER, DRIVE NORTHEAST ON
 AA2976'ALA 75 FOR 8.95 MI (14.40 KM) TO MILE POST 111.70 AND THE STATION ON
 AA2976'THE LEFT. THE STATION IS 5.5 FT (1.7 M) EAST-SOUTHEAST OF A TWO STRAND
 AA2976'BARBED FENCE (MOSTLY DOWN) ON OLD WOOD POSTS, 50.0 FT (15.2 M)
 AA2976'WEST-NORTHWEST OF THE CENTERLINE OF ALA 75, 103.3 FT (31.5 M)
 AA2976'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF ALA 75 AND A GRAVEL
 AA2976'ROAD LEADING EAST, 121.2 FT (36.9 M) SOUTH-SOUTHWEST OF TELEPHONE
 AA2976'CABLE PEDESTAL NO. 139 16, 122.8 FT (37.4 M) SOUTH-SOUTHWEST OF A
 AA2976'TRANSFORMER POWER AND CABLE POLE, 5.4 FT (1.6 M) SOUTHEAST OF
 AA2976'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 25-49
 AA2976'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2977 ***********************************************************************
 AA2977  DESIGNATION -  25 49
 AA2977  PID         -  AA2977
 AA2977  STATE/COUNTY-  AL/DE KALB
 AA2977  USGS QUAD   -  TRENTON (1982)
 AA2977
 AA2977                         *CURRENT SURVEY CONTROL
 AA2977  ___________________________________________________________________
 AA2977* NAD 83(1992)-  34 48 15.40730(N)    085 35 16.58616(W)     ADJUSTED  
 AA2977* NAVD 88     -       485.1    (meters)    1592.     (feet)  VERTCON   
 AA2977  ___________________________________________________________________
 AA2977  X           -     403,355.442 (meters)                     COMP
 AA2977  Y           -  -5,227,687.180 (meters)                     COMP
 AA2977  Z           -   3,620,319.827 (meters)                     COMP
 AA2977  LAPLACE CORR-          -3.33  (seconds)                    DEFLEC99
 AA2977  ELLIP HEIGHT-         456.17  (meters)          (07/29/02) GPS OBS
 AA2977  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 AA2977
 AA2977  HORZ ORDER  -  FIRST
 AA2977  ELLP ORDER  -  FOURTH    CLASS I
 AA2977
 AA2977.The horizontal coordinates were established by GPS observations
 AA2977.and adjusted by the National Geodetic Survey in March 1995..
 AA2977
 AA2977.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2977
 AA2977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2977
 AA2977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2977
 AA2977.The ellipsoidal height was determined by GPS observations
 AA2977.and is referenced to NAD 83.
 AA2977
 AA2977.The geoid height was determined by GEOID03.
 AA2977
 AA2977;                    North         East     Units Scale Factor Converg.
 AA2977;SPC AL E     -   477,346.560   222,453.789   MT  0.99996621   +0 08 24.2
 AA2977;UTM  16      - 3,852,247.356   629,163.411   MT  0.99980562   +0 48 21.9
 AA2977
 AA2977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2977!SPC AL E     -   0.99992840  x   0.99996621  =   0.99989461
 AA2977!UTM  16      -   0.99992840  x   0.99980562  =   0.99973403
 AA2977
 AA2977                          SUPERSEDED SURVEY CONTROL
 AA2977
 AA2977  ELLIP H (03/30/95)  456.28   (m)                       GP(       ) 4 2
 AA2977  NGVD 29 (03/30/95)  485.1    (m)         1592.     (f) GPS OBS        
 AA2977
 AA2977.Superseded values are not recommended for survey control.
 AA2977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2977.See file dsdata.txt to determine how the superseded data were derived.
 AA2977
 AA2977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2916352247(NAD 83)
 AA2977_MARKER: DD = SURVEY DISK
 AA2977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2977_SP_SET: CONCRETE POST
 AA2977_STAMPING: 25-49 1993
 AA2977_MARK LOGO: ALHD  
 AA2977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2977+STABILITY: SURFACE MOTION
 AA2977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2977+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2977
 AA2977  HISTORY     - Date     Condition        Report By
 AA2977  HISTORY     - 1993     MONUMENTED       ALHD
 AA2977
 AA2977                          STATION DESCRIPTION
 AA2977
 AA2977'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2977'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 AA2977'ALA 75, ABOUT 8.75 MI (14.08 KM) NORTH-NORTHEAST OF IDER AND ABOUT
 AA2977'15.50 MI (24.94 KM) NORTH OF MENTONE. TO REACH THE STATION FROM THE
 AA2977'JUNCTION OF ALA 75 AND ALA 117 (MILE POST 102.75 ON ALA 75 AND MILE
 AA2977'POST 19.80 ON ALA 117) AT A FOUR WAY STOP IN IDER, DRIVE NORTHEAST ON
 AA2977'ALA 75 FOR 9.55 MI (15.37 KM) TO MILE POST 112.30 AND THE STATION ON
 AA2977'THE RIGHT. THE STATION IS 2.8 FT (0.9 M) WEST-NORTHWEST OF A HOG WIRE
 AA2977'FENCE WITH ONE STRAND OF BARBED WIRE ON STEEL POSTS, 42.5 FT (13.0 M)
 AA2977'EAST-SOUTHEAST OF THE CENTERLINE OF ALA 75, 144.8 FT (44.1 M)
 AA2977'SOUTH-SOUTHWEST OF THE SOUTH CROSS TIE POST OF A STEEL PIPE GATE,
 AA2977'147.0 FT (44.8 M) NORTH-NORTHEAST OF THE NORTH ONE OF TWO CONNECTED
 AA2977'WOOD POSTS IN THE FENCE LINE, 149.5 FT (45.6 M) SOUTH-SOUTHWEST OF A
 AA2977'FENCE JUNCTION, 2.8 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST,
 AA2977'AND SET FLUSH WITH THE GROUND. STATION 25-48 1993 MAY BE USED AS AN
 AA2977'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2319 ***********************************************************************
 EE2319  DESIGNATION -  25 5
 EE2319  PID         -  EE2319
 EE2319  STATE/COUNTY-  AL/DE KALB
 EE2319  USGS QUAD   -  CHAVIES (1983)
 EE2319
 EE2319                         *CURRENT SURVEY CONTROL
 EE2319  ___________________________________________________________________
 EE2319* NAD 83(1992)-  34 29 46.85394(N)    085 50 44.03052(W)     ADJUSTED  
 EE2319* NAVD 88     -       398.0    (meters)    1306.     (feet)  VERTCON   
 EE2319  ___________________________________________________________________
 EE2319  X           -     381,247.746 (meters)                     COMP
 EE2319  Y           -  -5,248,749.096 (meters)                     COMP
 EE2319  Z           -   3,592,167.177 (meters)                     COMP
 EE2319  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 EE2319  ELLIP HEIGHT-         369.18  (meters)          (07/29/02) GPS OBS
 EE2319  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE2319
 EE2319  HORZ ORDER  -  FIRST
 EE2319  ELLP ORDER  -  FOURTH    CLASS I
 EE2319
 EE2319.The horizontal coordinates were established by GPS observations
 EE2319.and adjusted by the National Geodetic Survey in December 1992..
 EE2319
 EE2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2319
 EE2319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2319
 EE2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2319
 EE2319.The ellipsoidal height was determined by GPS observations
 EE2319.and is referenced to NAD 83.
 EE2319
 EE2319.The geoid height was determined by GEOID03.
 EE2319
 EE2319;                    North         East     Units Scale Factor Converg.
 EE2319;SPC AL E     -   443,160.420   198,876.729   MT  0.99996002   -0 00 24.9
 EE2319;UTM  16      - 3,817,797.104   605,988.182   MT  0.99973846   +0 39 14.0
 EE2319
 EE2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2319!SPC AL E     -   0.99994205  x   0.99996002  =   0.99990207
 EE2319!UTM  16      -   0.99994205  x   0.99973846  =   0.99968053
 EE2319
 EE2319:                Primary Azimuth Mark                     Grid Az
 EE2319:SPC AL E     -  25 4                                     212 18 30.6
 EE2319:UTM  16      -  25 4                                     211 38 51.7
 EE2319
 EE2319|---------------------------------------------------------------------|
 EE2319| PID    Reference Object                     Distance      Geod. Az  |
 EE2319|                                                           dddmmss.s |
 EE2319| EE2318 25 4                                490.586 METERS 2121805.7 |
 EE2319|---------------------------------------------------------------------|
 EE2319
 EE2319                          SUPERSEDED SURVEY CONTROL
 EE2319
 EE2319  ELLIP H (12/04/92)  369.26   (m)                       GP(       ) 4 1
 EE2319  NAD 83(1992)-  34 29 46.86143(N)    085 50 44.02995(W) AD(       ) 1
 EE2319  NGVD 29 (12/04/92)  397.9    (m)         1305.     (f) GPS OBS        
 EE2319
 EE2319.Superseded values are not recommended for survey control.
 EE2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2319.See file dsdata.txt to determine how the superseded data were derived.
 EE2319
 EE2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0598817797(NAD 83)
 EE2319_MARKER: DD = SURVEY DISK
 EE2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2319_SP_SET: CONCRETE POST
 EE2319_STAMPING: 25 - 5 1990
 EE2319_MARK LOGO: ALHD  
 EE2319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2319+STABILITY: SURFACE MOTION
 EE2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2319+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EE2319
 EE2319  HISTORY     - Date     Condition        Report By
 EE2319  HISTORY     - 1990     MONUMENTED       ALHD
 EE2319
 EE2319                          STATION DESCRIPTION
 EE2319
 EE2319'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2319'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 EE2319'ALA 75 IN RAINSVILLE.
 EE2319'TO REACH THE STATION FROM THE JUNCTION OF ALA 35 AND ALA 75, MILE POST
 EE2319'85.30 ON ALA 75, DRIVE NORTH ON ALA 75 0.32 KM (0.20 MI) TO MILE POST
 EE2319'85.50 AND THE STATION ON THE RIGHT.
 EE2319'THE STATION IS 3.11 M (10.20 FT) EAST - SOUTHEAST OF THE NORTH END OF
 EE2319'THE EAST CONCRETE CURB OF ALA 75, 9.24 M (30.31 FT) EAST - SOUTHEAST
 EE2319'OF THE CENTERLINE OF THE NORTH BOUND LANES OF ALA 75, 11.77 M
 EE2319'(38.62 FT) WEST OF THE SOUTHWEST CORNER OF A CONCRETE DROP INLET,
 EE2319'12.19 M (39.99 FT) SOUTH - SOUTHWEST OF THE CENTER OF LOFTON AVENUE,
 EE2319'13.72 M (45.01 FT) NORTH - NORTHEAST OF A TELEPHONE CABLE POLE WITH A
 EE2319'STREET LIGHT, 14.33 M (47.01 FT) WEST - NORTHWEST OF A SIX FOOT CHAIN
 EE2319'LINK FENCE WITH THREE STRANDS OF BARBED WIRE, 15.39 M (50.49 FT) WEST
 EE2319'OF THE NORTHWEST CORNER OF A SIX FOOT CHAIN LINK FENCE WITH THREE
 EE2319'STRANDS OF BARBED WIRE, 17.13 M (56.20 FT) NORTH - NORTHEAST OF THE
 EE2319'NORTH CONCRETE CURB OF THE NORTH TELEPHONE COMPANY PAVED DRIVEWAY,
 EE2319'0.73 M (2.40 FT) WEST - NORTHWEST OF A CARSONITE WITNESS POST, AND
 EE2319'SET FLUSH WITH THE GROUND.
 EE2319'STATION 25 - 4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2978 ***********************************************************************
 AA2978  DESIGNATION -  25 50
 AA2978  PID         -  AA2978
 AA2978  STATE/COUNTY-  AL/DE KALB
 AA2978  USGS QUAD   -  GROVE OAK (1986)
 AA2978
 AA2978                         *CURRENT SURVEY CONTROL
 AA2978  ___________________________________________________________________
 AA2978* NAD 83(1992)-  34 26 38.56728(N)    086 05 18.51842(W)     ADJUSTED  
 AA2978* NAVD 88     -       353.4    (meters)    1159.     (feet)  VERTCON   
 AA2978  ___________________________________________________________________
 AA2978  X           -     359,213.094 (meters)                     COMP
 AA2978  Y           -  -5,253,557.717 (meters)                     COMP
 AA2978  Z           -   3,587,358.378 (meters)                     COMP
 AA2978  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AA2978  ELLIP HEIGHT-         324.41  (meters)          (07/29/02) GPS OBS
 AA2978  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AA2978
 AA2978  HORZ ORDER  -  FIRST
 AA2978  ELLP ORDER  -  FOURTH    CLASS I
 AA2978
 AA2978.The horizontal coordinates were established by GPS observations
 AA2978.and adjusted by the National Geodetic Survey in March 1995..
 AA2978
 AA2978.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2978
 AA2978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2978
 AA2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2978
 AA2978.The ellipsoidal height was determined by GPS observations
 AA2978.and is referenced to NAD 83.
 AA2978
 AA2978.The geoid height was determined by GEOID03.
 AA2978
 AA2978;                    North         East     Units Scale Factor Converg.
 AA2978;SPC AL E     -   437,388.220   176,552.845   MT  0.99996677   -0 08 39.5
 AA2978;UTM  16      - 3,811,769.517   583,737.891   MT  0.99968643   +0 30 56.1
 AA2978
 AA2978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2978!SPC AL E     -   0.99994908  x   0.99996677  =   0.99991585
 AA2978!UTM  16      -   0.99994908  x   0.99968643  =   0.99963552
 AA2978
 AA2978:                Primary Azimuth Mark                     Grid Az
 AA2978:SPC AL E     -  48 28                                    302 59 48.3
 AA2978:UTM  16      -  48 28                                    302 20 12.7
 AA2978
 AA2978|---------------------------------------------------------------------|
 AA2978| PID    Reference Object                     Distance      Geod. Az  |
 AA2978|                                                           dddmmss.s |
 AA2978| AA3067 48 28                               401.796 METERS 3025108.8 |
 AA2978|---------------------------------------------------------------------|
 AA2978
 AA2978                          SUPERSEDED SURVEY CONTROL
 AA2978
 AA2978  ELLIP H (03/30/95)  324.50   (m)                       GP(       ) 4 2
 AA2978  NGVD 29 (03/30/95)  353.4    (m)         1159.     (f) GPS OBS        
 AA2978
 AA2978.Superseded values are not recommended for survey control.
 AA2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2978.See file dsdata.txt to determine how the superseded data were derived.
 AA2978
 AA2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8373811770(NAD 83)
 AA2978_MARKER: DD = SURVEY DISK
 AA2978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2978_SP_SET: CONCRETE POST
 AA2978_STAMPING: 25-50 1993
 AA2978_MARK LOGO: ALHD  
 AA2978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2978+STABILITY: SURFACE MOTION
 AA2978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2978+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2978
 AA2978  HISTORY     - Date     Condition        Report By
 AA2978  HISTORY     - 1993     MONUMENTED       ALHD
 AA2978
 AA2978                          STATION DESCRIPTION
 AA2978
 AA2978'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2978'THE STATION IS IN DEKALB COUNTY ON THE SOUTHWEST RIGHT OF WAY OF AL
 AA2978'227 ABOUT 14.00 MI (22.53 KM) NORTHEAST OF GUNTERSVILLE AND ABOUT
 AA2978'10.90 MI (17.54 KM) SOUTHEAST OF GRANT. TO REACH THE STATION FROM THE
 AA2978'JUNCTION OF U.S. 431 NORTH AND AL 227 SOUTH (MILEPOST 303.70 ON U.S.
 AA2978'431 AND MILEPOST 54.53 ON AL 227) IN GUNTERSVILLE, DRIVE EAST AND
 AA2978'NORTHEAST ON AL 227 FOR 12.25 MI (19.71 KM) TO MILEPOST 42.30 AND A
 AA2978'CROSSROADS WITH A FOUR LANE HIGHWAY LEFT AND RIGHT. TURN RIGHT ON THE
 AA2978'FOUR LANE HIGHWAY AND DRIVE EAST ALONG AL 227 FOR 5.35 MI (8.61 KM) TO
 AA2978'MILEPOST 36.95 AND THE STATION ON THE RIGHT. THE STATION IS 17.0 FT
 AA2978'(5.2 M) NORTH OF TELEPHONE CABLE PEDESTAL 6 182, 29.3 FT (8.9 M)
 AA2978'SOUTH-SOUTHWEST OF AN AL 227 SOUTH SIGN, 53.6 FT (16.3 M)
 AA2978'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF AL 227,
 AA2978'57.7 FT (17.6 M) WEST-NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 77.8
 AA2978'FT (23.7 M) WEST-NORTHWEST OF THE STOP SIGN ACROSS THE GRAVEL ROAD,
 AA2978'4.8 FT (1.5 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA2978'WITH THE GROUND. STATION 48-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2978'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2320 ***********************************************************************
 EE2320  DESIGNATION -  25 6
 EE2320  PID         -  EE2320
 EE2320  STATE/COUNTY-  AL/DE KALB
 EE2320  USGS QUAD   -  FORT PAYNE (1983)
 EE2320
 EE2320                         *CURRENT SURVEY CONTROL
 EE2320  ___________________________________________________________________
 EE2320* NAD 83(1992)-  34 27 57.53157(N)    085 42 01.69194(W)     ADJUSTED  
 EE2320* NAVD 88     -       279.24   (meters)     916.1    (feet)  N HEIGHT  
 EE2320  ___________________________________________________________________
 EE2320  X           -     394,673.936 (meters)                     COMP
 EE2320  Y           -  -5,249,571.182 (meters)                     COMP
 EE2320  Z           -   3,589,323.059 (meters)                     COMP
 EE2320  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 EE2320  ELLIP HEIGHT-         250.59  (meters)          (07/29/02) GPS OBS
 EE2320  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EE2320  DYNAMIC HT  -         278.95  (meters)     915.2   (feet)  COMP
 EE2320  MODELED GRAV-     979,598.4   (mgal)                       NAVD 88
 EE2320
 EE2320  HORZ ORDER  -  FIRST
 EE2320  VERT ORDER  -  THIRD
 EE2320  ELLP ORDER  -  FOURTH    CLASS I
 EE2320
 EE2320.The horizontal coordinates were established by GPS observations
 EE2320.and adjusted by the National Geodetic Survey in December 1992..
 EE2320
 EE2320.The orthometric height was determined by differential leveling
 EE2320.and adjusted by the National Geodetic Survey in September 1998..
 EE2320.The height was determined by precise leveling from only one NSRS
 EE2320.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EE2320.allowed ONLY to validate the GPS-derived height.
 EE2320
 EE2320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2320
 EE2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2320
 EE2320.The ellipsoidal height was determined by GPS observations
 EE2320.and is referenced to NAD 83.
 EE2320
 EE2320.The geoid height was determined by GEOID03.
 EE2320
 EE2320.The dynamic height is computed by dividing the NAVD 88
 EE2320.geopotential number by the normal gravity value computed on the
 EE2320.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE2320.degrees latitude (g = 980.6199 gals.).
 EE2320
 EE2320.The modeled gravity was interpolated from observed gravity values.
 EE2320
 EE2320;                    North         East     Units Scale Factor Converg.
 EE2320;SPC AL E     -   439,799.815   212,206.638   MT  0.99996184   +0 04 30.7
 EE2320;UTM  16      - 3,814,591.054   619,353.223   MT  0.99977559   +0 44 07.8
 EE2320
 EE2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2320!SPC AL E     -   0.99996066  x   0.99996184  =   0.99992251
 EE2320!UTM  16      -   0.99996066  x   0.99977559  =   0.99973626
 EE2320
 EE2320                          SUPERSEDED SURVEY CONTROL
 EE2320
 EE2320  ELLIP H (12/04/92)  250.67   (m)                       GP(       ) 4 1
 EE2320  NAD 83(1992)-  34 27 57.53818(N)    085 42 01.69133(W) AD(       ) 1
 EE2320  NGVD 29 (??/??/??)  279.23   (m)          916.1    (f) N HEIGHT    3  
 EE2320
 EE2320.Superseded values are not recommended for survey control.
 EE2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2320.See file dsdata.txt to determine how the superseded data were derived.
 EE2320
 EE2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1935314591(NAD 83)
 EE2320_MARKER: DD = SURVEY DISK
 EE2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2320_SP_SET: CONCRETE POST
 EE2320_STAMPING: 25 - 6 1990
 EE2320_MARK LOGO: ALHD  
 EE2320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2320+STABILITY: SURFACE MOTION
 EE2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2320+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1993
 EE2320
 EE2320  HISTORY     - Date     Condition        Report By
 EE2320  HISTORY     - 1990     MONUMENTED       ALHD
 EE2320  HISTORY     - 19931118 GOOD             ALHD
 EE2320
 EE2320                          STATION DESCRIPTION
 EE2320
 EE2320'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2320'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF U.
 EE2320'S. 11 IN FORT PAYNE.
 EE2320'TO REACH THE STATION FROM THE JUNCTION OF U. S. 11, GAULT AVENUE
 EE2320'NORTH, AND ALA 35, FIFTH STREET NORTHEAST, MILE POST 230.00 ON U. S.
 EE2320'11, DRIVE NORTHWEST ON U. S. 11 3.14 KM (1.95 MI) TO MILE POST 231.95
 EE2320'AND DEKALB COUNTY ROAD NO. 137, OLD U. S. 11, ON THE RIGHT AT A
 EE2320'TRAFFIC LIGHT AND THE STATION IN THE SOUTHEAST QUADRANT OF THE
 EE2320'INTERSECTION.
 EE2320'THE STATION IS 8.87 M (29.10 FT) EAST - SOUTHEAST OF A YIELD AND DO
 EE2320'NOT ENTER SIGN, 11.58 M (37.99 FT) NORTH - NORTHEAST OF A POWER POLE
 EE2320'WITH CIRCUIT BREAKERS, 11.89 M (39.01 FT) NORTHWEST OF THE CENTER OF
 EE2320'AN ABANDONED SECTION OF OLD U. S. 11, 15.03 M (49.31 FT) SOUTH OF THE
 EE2320'CENTERLINE OF DEKALB COUNTY ROAD NO. 137, 17.68 M (58.01 FT)
 EE2320'NORTHWEST OF THE SOUTHWEST CORNER OF A CHRISTIAN SERVICE MISSION
 EE2320'DEPOSIT BOX, 19.45 M (63.81 FT) SOUTHEAST OF A CONCRETE LIGHT POLE IN
 EE2320'A CONCRETE TRAFFIC ISLAND, 25.33 M (83.10 FT) WEST OF POWER POLE NO.
 EE2320'52, 26.82 M (87.99 FT) EAST OF THE CENTERLINE OF U. S. 11, 0.98 M
 EE2320'(3.22 FT) WEST - SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 EE2320'WITH THE GROUND.
 EE2320'STATION 25 - 7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2320
 EE2320                          STATION RECOVERY (1993)
 EE2320
 EE2320'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLD)
 EE2320'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 EE2320'U.S. 11 IN FORT PAYNE. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EE2320'11, GAULT AVENUE NORTH, AND ALA 35, FIFTH STREET NORTHEAST, MILE POST
 EE2320'230.00 ON U.S. 11, DRIVE NORTHWEST ON U.S. 11 FOR 3.14 KM (1.95 MI) TO
 EE2320'MILE POST 231.95 AND DEKALB COUNTY ROAD NO. 137, OLD U.S. 11, ON THE
 EE2320'RIGHT AT A TRAFFIC LIGHT AND THE STATION IN THE SOUTHEAST QUADRANT OF
 EE2320'THE INTERSECTION. THE STATION IS 8.87 M (29.10 FT) EAST-SOUTHEAST OF A
 EE2320'YIELD AND DO NOT ENTER SIGN, 11.58 M (37.99 FT) NORTH-NORTHEAST OF A
 EE2320'POWER POLE WITH CIRCUIT BREAKERS, 11.89 M (39.01 FT) NORTHWEST OF THE
 EE2320'CENTER OF AN ABANDONED SECTION OF OLD U.S. 11, 15.03 M (49.31 FT)
 EE2320'SOUTH OF THE CENTERLINE OF DEKALB COUNTY ROAD NO. 137, 17.68 M (58.01
 EE2320'FT) NORTHWEST OF THE SOUTHWEST CORNER OF A CHRISTIAN SERVICE MISSION
 EE2320'DEPOSIT BOX, 19.45 M (63.81 FT) SOUTHEAST OF A CONCRETE LIGHT POLE IN
 EE2320'A CONCRETE TRAFFIC ISLAND, 25.33 M (83.10 FT) WEST OF POWER POLE NO.
 EE2320'52, AND 26.82 M (87.99 FT) EAST OF THE CENTERLINE OF U.S. 11.  THE
 EE2320'STATION IS NOW COVERED BY A PIPE WITH AN ACCESS COVER OVER IT.  THE
 EE2320'MARK IS ABOUT 3.0 FEET (0.9 M) BELOW THE ACCESS COVER. STATION 25-7
 EE2320'1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2321 ***********************************************************************
 EE2321  DESIGNATION -  25 7
 EE2321  PID         -  EE2321
 EE2321  STATE/COUNTY-  AL/DE KALB
 EE2321  USGS QUAD   -  FORT PAYNE (1983)
 EE2321
 EE2321                         *CURRENT SURVEY CONTROL
 EE2321  ___________________________________________________________________
 EE2321* NAD 83(1992)-  34 28 23.04029(N)    085 41 36.85965(W)     ADJUSTED  
 EE2321* NAVD 88     -       288.2    (meters)     946.     (feet)  VERTCON   
 EE2321  ___________________________________________________________________
 EE2321  X           -     395,273.076 (meters)                     COMP
 EE2321  Y           -  -5,249,087.333 (meters)                     COMP
 EE2321  Z           -   3,589,976.157 (meters)                     COMP
 EE2321  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 EE2321  ELLIP HEIGHT-         259.51  (meters)          (07/29/02) GPS OBS
 EE2321  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EE2321
 EE2321  HORZ ORDER  -  FIRST
 EE2321  ELLP ORDER  -  FOURTH    CLASS I
 EE2321
 EE2321.The horizontal coordinates were established by GPS observations
 EE2321.and adjusted by the National Geodetic Survey in December 1992..
 EE2321
 EE2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2321
 EE2321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2321
 EE2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2321
 EE2321.The ellipsoidal height was determined by GPS observations
 EE2321.and is referenced to NAD 83.
 EE2321
 EE2321.The geoid height was determined by GEOID03.
 EE2321
 EE2321;                    North         East     Units Scale Factor Converg.
 EE2321;SPC AL E     -   440,586.667   212,839.284   MT  0.99996203   +0 04 44.8
 EE2321;UTM  16      - 3,815,384.998   619,976.643   MT  0.99977742   +0 44 22.4
 EE2321
 EE2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2321!SPC AL E     -   0.99995926  x   0.99996203  =   0.99992130
 EE2321!UTM  16      -   0.99995926  x   0.99977742  =   0.99973669
 EE2321
 EE2321                          SUPERSEDED SURVEY CONTROL
 EE2321
 EE2321  ELLIP H (12/04/92)  259.59   (m)                       GP(       ) 4 1
 EE2321  NAD 83(1992)-  34 28 23.04691(N)    085 41 36.85904(W) AD(       ) 1
 EE2321  NGVD 29 (03/30/95)  288.2    (m)          946.     (f) GPS OBS        
 EE2321
 EE2321.Superseded values are not recommended for survey control.
 EE2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2321.See file dsdata.txt to determine how the superseded data were derived.
 EE2321
 EE2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1997715385(NAD 83)
 EE2321_MARKER: DD = SURVEY DISK
 EE2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2321_SP_SET: CONCRETE POST
 EE2321_STAMPING: 25 - 7 1990
 EE2321_MARK LOGO: ALHD  
 EE2321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2321+STABILITY: SURFACE MOTION
 EE2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2321+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1993
 EE2321
 EE2321  HISTORY     - Date     Condition        Report By
 EE2321  HISTORY     - 1990     MONUMENTED       ALHD
 EE2321  HISTORY     - 19931118 GOOD             ALHD
 EE2321
 EE2321                          STATION DESCRIPTION
 EE2321
 EE2321'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2321'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 EE2321'DEKALB COUNTY ROAD NO. 137 IN FORT PAYNE.
 EE2321'TO REACH THE STATION FROM THE JUNCTION OF U. S. 11, GAULT AVENUE
 EE2321'NORTH, AND ALA 35, FIFTH STREET NORTHEAST, MILE POST 230.00 ON U. S.
 EE2321'11, DRIVE NORTHWEST ON U. S. 11 3.14 KM (1.95 MI) TO MILE POST 231.95
 EE2321'AND DEKALB COUNTY ROAD NO. 137, OLD U. S. 11, ON THE RIGHT AT A
 EE2321'TRAFFIC LIGHT, TURN RIGHT ON DEKALB COUNTY ROAD NO. 137, OLD U. S.
 EE2321'11, AND DRIVE NORTHWEST 1.05 KM (0.65 MI) TO THE STATION ON THE
 EE2321'RIGHT.
 EE2321'THE STATION IS 5.88 M (19.29 FT) SOUTHWEST OF THE WEST END OF AN 18
 EE2321'INCH CONCRETE PIPE UNDER A GRAVEL PARKING LOT, 8.11 M (26.61 FT)
 EE2321'SOUTH OF THE CENTER OF THE EAST END OF A 54 INCH BCCM PIPE UNDER
 EE2321'DEKALB COUNTY ROAD NO. 137, 11.16 M (36.61 FT) EAST OF THE CENTERLINE
 EE2321'OF DEKALB COUNTY ROAD NO. 137, 24.99 M (81.99 FT) NORTH OF POWER POLE
 EE2321'NO. 67 WITH ONE STREET LIGHT, 27.83 M (91.31 FT) SOUTH - SOUTHWEST OF
 EE2321'POWER POLE NO. 68 WITH TWO STREET LIGHTS, 0.73 M (2.40 FT) NORTHWEST
 EE2321'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2321'STATION 25 - 6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2321
 EE2321                          STATION RECOVERY (1993)
 EE2321
 EE2321'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLD)
 EE2321'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF
 EE2321'DEKALB COUNTY ROAD NO. 137 IN FORT PAYNE. TO REACH THE STATION FROM
 EE2321'THE JUNCTION OF U.S. 11, GAULT AVENUE NORTH, AND ALA 35, FIFTH STREET
 EE2321'NORTHEAST, MILE POST 230.00 ON U.S. 11, DRIVE NORTHWEST ON U.S. 11 FOR
 EE2321'3.14 KM (1.95 MI) TO MILE POST 231.95 AND DEKALB COUNTY ROAD NO. 137,
 EE2321'OLD U.S. 11, ON THE RIGHT AT A TRAFFIC LIGHT, TURN RIGHT ON DEKALB
 EE2321'COUNTY ROAD NO. 137, OLD U.S. 11, AND DRIVE NORTHWEST FOR 1.05 KM
 EE2321'(0.65 MI) TO THE STATION ON THE RIGHT. THE STATION IS 5.88 M (19.29
 EE2321'FT) SOUTHWEST OF THE WEST END OF AN 18-INCH CONCRETE PIPE UNDER A
 EE2321'GRAVEL PARKING LOT, 8.11 M (26.61 FT) SOUTH OF THE CENTER OF THE EAST
 EE2321'END OF A 54-INCH BCCM PIPE UNDER DEKALB COUNTY ROAD NO. 137, 11.16 M
 EE2321'(36.61 FT) EAST OF THE CENTERLINE OF DEKALB COUNTY ROAD NO. 137, 24.99
 EE2321'M (81.99 FT) NORTH OF POWER POLE NO. 67 WITH ONE STREET LIGHT, 27.83 M
 EE2321'(91.31 FT) SOUTH-SOUTHWEST OF POWER POLE NO. 68 WITH TWO STREET
 EE2321'LIGHTS, 0.73 M (2.40 FT) NORTHWEST OF A CARSONITE WITNESS POST, AND
 EE2321'SET FLUSH WITH THE GROUND. STATION 25-6 1990 MAY BE USED AS AN AZIMUTH
 EE2321'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2322 ***********************************************************************
 EE2322  DESIGNATION -  25 8
 EE2322  PID         -  EE2322
 EE2322  STATE/COUNTY-  AL/DE KALB
 EE2322  USGS QUAD   -  CHAVIES (1983)
 EE2322
 EE2322                         *CURRENT SURVEY CONTROL
 EE2322  ___________________________________________________________________
 EE2322* NAD 83(1992)-  34 23 08.74733(N)    085 45 11.02717(W)     ADJUSTED  
 EE2322* NAVD 88     -       508.0    (meters)    1667.     (feet)  VERTCON   
 EE2322  ___________________________________________________________________
 EE2322  X           -     390,241.607 (meters)                     COMP
 EE2322  Y           -  -5,255,136.534 (meters)                     COMP
 EE2322  Z           -   3,582,111.846 (meters)                     COMP
 EE2322  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 EE2322  ELLIP HEIGHT-         479.25  (meters)          (07/29/02) GPS OBS
 EE2322  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EE2322
 EE2322  HORZ ORDER  -  FIRST
 EE2322  ELLP ORDER  -  FOURTH    CLASS I
 EE2322
 EE2322.The horizontal coordinates were established by GPS observations
 EE2322.and adjusted by the National Geodetic Survey in December 1992..
 EE2322
 EE2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2322
 EE2322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2322
 EE2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2322
 EE2322.The ellipsoidal height was determined by GPS observations
 EE2322.and is referenced to NAD 83.
 EE2322
 EE2322.The geoid height was determined by GEOID03.
 EE2322
 EE2322;                    North         East     Units Scale Factor Converg.
 EE2322;SPC AL E     -   430,896.508   207,381.763   MT  0.99996067   +0 02 43.2
 EE2322;UTM  16      - 3,805,634.514   614,632.079   MT  0.99976197   +0 42 15.5
 EE2322
 EE2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2322!SPC AL E     -   0.99992477  x   0.99996067  =   0.99988545
 EE2322!UTM  16      -   0.99992477  x   0.99976197  =   0.99968676
 EE2322
 EE2322                          SUPERSEDED SURVEY CONTROL
 EE2322
 EE2322  ELLIP H (12/04/92)  479.33   (m)                       GP(       ) 4 1
 EE2322  NAD 83(1992)-  34 23 08.75371(N)    085 45 11.02654(W) AD(       ) 1
 EE2322  NGVD 29 (12/04/92)  508.0    (m)         1667.     (f) GPS OBS        
 EE2322
 EE2322.Superseded values are not recommended for survey control.
 EE2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2322.See file dsdata.txt to determine how the superseded data were derived.
 EE2322
 EE2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1463205635(NAD 83)
 EE2322_MARKER: DD = SURVEY DISK
 EE2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2322_SP_SET: CONCRETE POST
 EE2322_STAMPING: 25 - 8 1990
 EE2322_MARK LOGO: ALHD  
 EE2322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2322+STABILITY: SURFACE MOTION
 EE2322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2322+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EE2322
 EE2322  HISTORY     - Date     Condition        Report By
 EE2322  HISTORY     - 1990     MONUMENTED       ALHD
 EE2322
 EE2322                          STATION DESCRIPTION
 EE2322
 EE2322'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2322'THE STATION IS LOCATED IN DEKALB COUNTY ON PROPERTY OWNED BY MR. P. W.
 EE2322'COLVARD, ABOUT 6.44 KM (4.00 MI) SOUTHWEST OF FORT PAYNE AND ABOUT
 EE2322'16.58 KM (10.30 MI) NORTHEAST OF COLLINSVILLE.
 EE2322'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U. S. 11, GAULT AVENUE
 EE2322'SOUTH, AND ALA 35 NORTH, MILE POST 228.75 ON U. S. 11, DRIVE
 EE2322'SOUTHWEST ON U. S. 11 7.48 KM (4.65 MI) TO MILE POST 224.10 AND
 EE2322'DEKALB COUNTY ROAD NO. 81 ON THE LEFT, TURN LEFT ON DEKALB COUNTY
 EE2322'ROAD NO. 81 AND DRIVE SOUTHEAST ON DEKALB COUNTY ROAD NO. 81 0.32 KM
 EE2322'(0.20 MI) TO A RAILROAD GRADE CROSSING, CONTINUE SOUTHEASTERLY ON
 EE2322'DEKALB COUNTY ROAD NO. 81 2.01 KM (1.25 MI) TO A COUNTY GRAVEL ROAD
 EE2322'ON THE LEFT, TURN LEFT ON THE COUNTY GRAVEL ROAD AND DRIVE
 EE2322'NORTHEASTERLY 3.46 KM (2.15 MI) TO DEKALB COUNTY ROAD NO. 89 LEFT AND
 EE2322'RIGHT, TURN LEFT ON DEKALB COUNTY ROAD NO. 89 AND DRIVE NORTH 0.40 KM
 EE2322'(0.25 MI) TO A COUNTY GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE
 EE2322'COUNTY GRAVEL ROAD AND DRIVE WESTERLY 1.13 KM (0.70 MI) TO THE END OF
 EE2322'THE ROAD AT A MICROWAVE TOWER AND THE STATION ON THE LEFT.
 EE2322'THE STATION IS 2.50 M (8.20 FT) SOUTHEAST OF THE EAST SUPPORT POST FOR
 EE2322'BOYSEN BERRY VINES, 3.05 M (10.01 FT) NORTHWEST OF THE CENTER OF AN
 EE2322'ACCESS ROAD TO AN FAA RADIO TOWER, 7.38 M (24.21 FT) NORTHWEST OF A
 EE2322'FIVE STRAND BARBED WIRE FENCE ACROSS THE ACCESS ROAD, 9.33 M
 EE2322'(30.61 FT) NORTH OF THE NORTHWEST CORNER OF THE BARBED WIRE FENCE
 EE2322'ACROSS THE ACCESS ROAD, 17.19 M (56.40 FT) SOUTHWEST OF THE NORTHWEST
 EE2322'CORNER OF A BARBED WIRE FENCE AT A CATTLE GAP, 37.03 M (121.49 FT)
 EE2322'NORTHEAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE AROUND THE
 EE2322'MICROWAVE TOWER, 0.70 M (2.30 FT) NORTH - NORTHWEST OF A CARSONITE
 EE2322'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2322'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 EE2322'MR. P. W. COLVARD
 EE2322'ROUTE 4, BOX 215
 EE2322'FORT PAYNE, ALABAMA 35967
 EE2322'PHONE 205 - 845 - 3591
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2323 ***********************************************************************
 EE2323  DESIGNATION -  25 9
 EE2323  PID         -  EE2323
 EE2323  STATE/COUNTY-  AL/DE KALB
 EE2323  USGS QUAD   -  PORTERSVILLE (1975)
 EE2323
 EE2323                         *CURRENT SURVEY CONTROL
 EE2323  ___________________________________________________________________
 EE2323* NAD 83(1992)-  34 22 20.49106(N)    085 46 51.25710(W)     ADJUSTED  
 EE2323* NAVD 88     -       273.9    (meters)     899.     (feet)  GPS OBS   
 EE2323  ___________________________________________________________________
 EE2323  X           -     387,735.499 (meters)                     COMP
 EE2323  Y           -  -5,255,970.221 (meters)                     COMP
 EE2323  Z           -   3,580,752.348 (meters)                     COMP
 EE2323  LAPLACE CORR-           1.79  (seconds)                    DEFLEC99
 EE2323  ELLIP HEIGHT-         245.10  (meters)          (08/29/05) GPS OBS
 EE2323  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 EE2323
 EE2323  HORZ ORDER  -  A
 EE2323  ELLP ORDER  -  FOURTH    CLASS I
 EE2323
 EE2323.The horizontal coordinates were established by GPS observations
 EE2323.and adjusted by the National Geodetic Survey in August 2005..
 EE2323
 EE2323.The orthometric height was determined by GPS observations and a
 EE2323.high-resolution geoid model.
 EE2323
 EE2323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2323
 EE2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2323
 EE2323.The ellipsoidal height was determined by GPS observations
 EE2323.and is referenced to NAD 83.
 EE2323
 EE2323.The geoid height was determined by GEOID03.
 EE2323
 EE2323;                    North         East     Units Scale Factor Converg.
 EE2323;SPC AL E     -   429,407.940   204,822.174   MT  0.99996029   +0 01 46.6
 EE2323;UTM  16      - 3,804,116.918   612,090.289   MT  0.99975487   +0 41 18.0
 EE2323
 EE2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2323!SPC AL E     -   0.99996153  x   0.99996029  =   0.99992182
 EE2323!UTM  16      -   0.99996153  x   0.99975487  =   0.99971641
 EE2323
 EE2323:                Primary Azimuth Mark                     Grid Az
 EE2323:SPC AL E     -  25 10                                    023 45 27.6
 EE2323:UTM  16      -  25 10                                    023 05 56.2
 EE2323
 EE2323|---------------------------------------------------------------------|
 EE2323| PID    Reference Object                     Distance      Geod. Az  |
 EE2323|                                                           dddmmss.s |
 EE2323| EE2309 25 10                               443.245 METERS 0234714.2 |
 EE2323|---------------------------------------------------------------------|
 EE2323
 EE2323                          SUPERSEDED SURVEY CONTROL
 EE2323
 EE2323  ELLIP H (07/29/02)  245.07   (m)                       GP(       ) 4 1
 EE2323  NAD 83(1992)-  34 22 20.49033(N)    085 46 51.25893(W) AD(       ) 1
 EE2323  ELLIP H (12/04/92)  245.15   (m)                       GP(       ) 4 1
 EE2323  NAD 83(1992)-  34 22 20.49677(N)    085 46 51.25847(W) AD(       ) 1
 EE2323  NGVD 29 (12/04/92)  273.9    (m)          899.     (f) GPS OBS        
 EE2323
 EE2323.Superseded values are not recommended for survey control.
 EE2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2323.See file dsdata.txt to determine how the superseded data were derived.
 EE2323
 EE2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1209004117(NAD 83)
 EE2323_MARKER: DD = SURVEY DISK
 EE2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2323_SP_SET: CONCRETE POST
 EE2323_STAMPING: 25 - 9 1990
 EE2323_MARK LOGO: ALHD  
 EE2323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2323+STABILITY: SURFACE MOTION
 EE2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2323+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 EE2323
 EE2323  HISTORY     - Date     Condition        Report By
 EE2323  HISTORY     - 1990     MONUMENTED       ALHD
 EE2323  HISTORY     - 20040401 GOOD             ALHD
 EE2323  HISTORY     - 20040624 GOOD             ALDOT
 EE2323
 EE2323                          STATION DESCRIPTION
 EE2323
 EE2323'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2323'THE STATION IS LOCATED IN DEKALB COUNTY ON THE EAST RIGHT OF WAY OF U.
 EE2323'S. 11, ABOUT 9.66 KM (6.00 MI) SOUTHWEST OF FORT PAYNE AND ABOUT
 EE2323'14.00 KM (8.70 MI) NORTHEAST OF COLLINSVILLE.
 EE2323'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U. S. 11, GAULT AVENUE
 EE2323'SOUTH, AND ALA 35 NORTH, DRIVE SOUTH ON U. S. 117.97 KM (73.30 MI) TO
 EE2323'MILE POST 223.80 AND THE STATION ON THE LEFT.
 EE2323'THE STATION IS 0.73 M (2.40 FT) WEST - NORTHWEST OF A FIVE STRAND
 EE2323'BARBED WIRE FENCE ON WOOD POSTS, 9.14 M (29.99 FT) WEST - NORTHWEST
 EE2323'OF THE NORTHWEST CORNER OF THE CONCRETE TOP OF A STORM SHELTER ACROSS
 EE2323'THE FENCE, 10.67 M (35.01 FT) NORTH - NORTHWEST OF THE SOUTHWEST
 EE2323'CORNER OF THE CONCRETE TOP OF A STORM SHELTER ACROSS THE FENCE, 15.36
 EE2323'M (50.39 FT) EAST - SOUTHEAST OF THE CENTERLINE OF U. S. 11, 0.67 M
 EE2323'(2.20 FT) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 EE2323'THE GROUND.
 EE2323'STATION 25 - 10 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2323
 EE2323                          STATION RECOVERY (2004)
 EE2323
 EE2323'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EE2323'RECOVERED IN GOOD CONDITION.
 EE2323
 EE2323                          STATION RECOVERY (2004)
 EE2323
 EE2323'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JR)
 EE2323'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1796 ***********************************************************************
 DG1796  DESIGNATION -  26
 DG1796  PID         -  DG1796
 DG1796  STATE/COUNTY-  AL/CALHOUN
 DG1796  USGS QUAD   -  PIEDMONT NW (1983)
 DG1796
 DG1796                         *CURRENT SURVEY CONTROL
 DG1796  ___________________________________________________________________
 DG1796* NAD 83(1986)-  33 52 35.     (N)    085 43 33.     (W)     SCALED    
 DG1796* NAVD 88     -       199.937  (meters)     655.96   (feet)  ADJUSTED  
 DG1796  ___________________________________________________________________
 DG1796  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG1796  DYNAMIC HT  -         199.726 (meters)     655.27  (feet)  COMP
 DG1796  MODELED GRAV-     979,575.6   (mgal)                       NAVD 88
 DG1796
 DG1796  VERT ORDER  -  FIRST     CLASS II
 DG1796
 DG1796.The horizontal coordinates were scaled from a topographic map and have
 DG1796.an estimated accuracy of +/- 6 seconds.
 DG1796
 DG1796.The orthometric height was determined by differential leveling
 DG1796.and adjusted by the National Geodetic Survey in June 1991..
 DG1796
 DG1796.The geoid height was determined by GEOID03.
 DG1796
 DG1796.The dynamic height is computed by dividing the NAVD 88
 DG1796.geopotential number by the normal gravity value computed on the
 DG1796.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1796.degrees latitude (g = 980.6199 gals.).
 DG1796
 DG1796.The modeled gravity was interpolated from observed gravity values.
 DG1796
 DG1796;                    North         East    Units  Estimated Accuracy
 DG1796;SPC AL E     -   374,400.      209,950.      MT  (+/- 180 meters Scaled)
 DG1796
 DG1796                          SUPERSEDED SURVEY CONTROL
 DG1796
 DG1796  NGVD 29 (??/??/92)  199.87   (m)          655.7    (f) COMPUTED    1 2
 DG1796
 DG1796.Superseded values are not recommended for survey control.
 DG1796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1796.See file dsdata.txt to determine how the superseded data were derived.
 DG1796
 DG1796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC178491(NAD 83)
 DG1796_MARKER: DD = SURVEY DISK
 DG1796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1796_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1796_STAMPING: NO 26 1934 ALA
 DG1796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1796+STABILITY: SURFACE MOTION
 DG1796
 DG1796  HISTORY     - Date     Condition        Report By
 DG1796  HISTORY     - 1934     MONUMENTED       USGS
 DG1796  HISTORY     - 1948     GOOD             NGS
 DG1796
 DG1796                          STATION DESCRIPTION
 DG1796
 DG1796'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1796'7.4 MI SW FROM PIEDMONT.
 DG1796'ABOUT 7.35 MILES SOUTHWEST ALONG THE SEABOARD AIRLINE RAILWAY FROM
 DG1796'THE STATION AT PIEDMONT, ABOUT 0.35 MILE SOUTHWEST OF THE FLAG
 DG1796'STATION AT MAXWELLBORN, AT THE INTERSECTION OF THE SOUTHERN RAILWAY,
 DG1796'NEAR THE SOUTHWEST END OF A SMALL CULTIVATED FIELD, ACROSS TRACKS
 DG1796'FROM SOUTHERN RAILWAY SIGN MAXWELLBORN, 42 FEET NORTHWEST OF THE
 DG1796'NORTHWEST RAIL OF THE S.A.L. RY. SIDE TRACK, 28 FEET EAST OF
 DG1796'THE CENTER LINE OF A GRAVEL ROAD, 94 FEET NORTH-NORTHEAST OF THE
 DG1796'NORTHEAST CORNER OF A WOODEN BRIDGE UNDER THE ROAD, 40 FEET
 DG1796'NORTHWEST OF THE WEST CORNER OF A 10-FOOT WOODEN BRIDGE UNDER THE
 DG1796'RAILWAY, 125 FEET SOUTHWEST OF A LONE 12-INCH PINE TREE IN THE
 DG1796'CULTIVATED FIELD, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 DG1796'2.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 DG1796'PROJECTING 6 INCHES.  NOTE-- MARK IS SUBJECT TO BE DESTROYED BY
 DG1796'FARM MACHINERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3206 ***********************************************************************
 CN3206  DESIGNATION -  26 1
 CN3206  PID         -  CN3206
 CN3206  STATE/COUNTY-  AL/ELMORE
 CN3206  USGS QUAD   -  WETUMPKA (1987)
 CN3206
 CN3206                         *CURRENT SURVEY CONTROL
 CN3206  ___________________________________________________________________
 CN3206* NAD 83(1992)-  32 34 14.50279(N)    086 12 04.21487(W)     ADJUSTED  
 CN3206* NAVD 88     -        54.2    (meters)     178.     (feet)  VERTCON   
 CN3206  ___________________________________________________________________
 CN3206  X           -     356,462.234 (meters)                     COMP
 CN3206  Y           -  -5,368,455.467 (meters)                     COMP
 CN3206  Z           -   3,413,946.398 (meters)                     COMP
 CN3206  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CN3206  ELLIP HEIGHT-          25.60  (meters)          (07/29/02) GPS OBS
 CN3206  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CN3206
 CN3206  HORZ ORDER  -  FIRST
 CN3206  ELLP ORDER  -  FOURTH    CLASS I
 CN3206
 CN3206.The horizontal coordinates were established by GPS observations
 CN3206.and adjusted by the National Geodetic Survey in December 1992..
 CN3206
 CN3206.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3206
 CN3206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3206
 CN3206.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3206
 CN3206.The ellipsoidal height was determined by GPS observations
 CN3206.and is referenced to NAD 83.
 CN3206
 CN3206.The geoid height was determined by GEOID03.
 CN3206
 CN3206;                    North         East     Units Scale Factor Converg.
 CN3206;SPC AL E     -   229,646.636   165,460.177   MT  0.99997471   -0 11 52.9
 CN3206;UTM  16      - 3,603,977.221   574,983.619   MT  0.99966933   +0 25 48.2
 CN3206
 CN3206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3206!SPC AL E     -   0.99999598  x   0.99997471  =   0.99997069
 CN3206!UTM  16      -   0.99999598  x   0.99966933  =   0.99966531
 CN3206
 CN3206                          SUPERSEDED SURVEY CONTROL
 CN3206
 CN3206  ELLIP H (12/04/92)   25.66   (m)                       GP(       ) 4 1
 CN3206  NAD 83(1986)-  32 34 14.51276(N)    086 12 04.22038(W) AD(       ) 1
 CN3206  NGVD 29 (12/04/92)   54.2    (m)          178.     (f) GPS OBS        
 CN3206
 CN3206.Superseded values are not recommended for survey control.
 CN3206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3206.See file dsdata.txt to determine how the superseded data were derived.
 CN3206
 CN3206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7498403977(NAD 83)
 CN3206_MARKER: DD = SURVEY DISK
 CN3206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3206_SP_SET: CONCRETE POST
 CN3206_STAMPING: 26-1 1991
 CN3206_MARK LOGO: ALHD  
 CN3206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3206+STABILITY: SURFACE MOTION
 CN3206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3206+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 CN3206
 CN3206  HISTORY     - Date     Condition        Report By
 CN3206  HISTORY     - 1991     MONUMENTED       ALHD
 CN3206  HISTORY     - 20050623 GOOD             ALDOT
 CN3206
 CN3206                          STATION DESCRIPTION
 CN3206
 CN3206'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3206'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3206'OF U. S. 231, ABOUT 2.4 MI (3.9 KM) NORTH OF WETUMPKA AND ABOUT 10.7
 CN3206'MI (17.2 KM) WEST-SOUTHWEST OF ECLECTIC.
 CN3206'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 AND ALA 14 (MILE
 CN3206'POST 165.40 ON U. S. 231) IN WETUMPKA, DRIVE NORTH ON U. S. 231 FOR
 CN3206'1.70 MI (2.74 KM) TO MILE POST 167.10 AND THE STATION ON THE LEFT.
 CN3206'THE STATION IS 20.1 FT (6.1 M) NORTHEAST OF A 6.0 FT (1.8 M) CHAIN
 CN3206'LINK FENCE WITH THREE STRANDS OF BARBED WIRE AROUND A JUNK YARD, 80.6
 CN3206'FT (24.6 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 CN3206'U. S. 231, 106.2 FT (32.4 M) NORTHWEST OF THE SOUTHWEST POST OF AN
 CN3206'ADOPT-A-MILE TUTWILER PRISON COMMUNITY PROJECTS SIGN, 125.9 FT
 CN3206'(38.4 M) NORTH-NORTHWEST OF THE NORTHWEST POST OF A WALK THROUGH GATE
 CN3206'IN THE CHAIN LINK FENCE, APPROXIMATELY 150.0 FT (45.7 M) SOUTHEAST OF
 CN3206'ARANTS RADIATOR REPAIR AND WRECKER SERVICE BUILDING, 19.6 FT (6.0 M)
 CN3206'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3206'STATION 26-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3206
 CN3206                          STATION RECOVERY (2005)
 CN3206
 CN3206'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3206' 
 CN3206' 
 CN3206' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3328 ***********************************************************************
 CN3328  DESIGNATION -  26 10
 CN3328  PID         -  CN3328
 CN3328  STATE/COUNTY-  AL/ELMORE
 CN3328  USGS QUAD   -  DEXTER (1987)
 CN3328
 CN3328                         *CURRENT SURVEY CONTROL
 CN3328  ___________________________________________________________________
 CN3328* NAD 83(1992)-  32 44 50.54241(N)    086 13 58.03119(W)     ADJUSTED  
 CN3328* NAVD 88     -       132.74   (meters)     435.5    (feet)  N HEIGHT  
 CN3328  ___________________________________________________________________
 CN3328  X           -     352,809.508 (meters)                     COMP
 CN3328  Y           -  -5,358,166.539 (meters)                     COMP
 CN3328  Z           -   3,430,484.300 (meters)                     COMP
 CN3328  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CN3328  ELLIP HEIGHT-         103.85  (meters)          (07/29/02) GPS OBS
 CN3328  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CN3328  DYNAMIC HT  -         132.59  (meters)     435.0   (feet)  COMP
 CN3328  MODELED GRAV-     979,476.3   (mgal)                       NAVD 88
 CN3328
 CN3328  HORZ ORDER  -  FIRST
 CN3328  VERT ORDER  -  THIRD
 CN3328  ELLP ORDER  -  FOURTH    CLASS I
 CN3328
 CN3328.The horizontal coordinates were established by GPS observations
 CN3328.and adjusted by the National Geodetic Survey in September 1993..
 CN3328
 CN3328.The orthometric height was determined by differential leveling
 CN3328.and adjusted by the National Geodetic Survey in July 1998..
 CN3328.The height was determined by precise leveling from only one NSRS
 CN3328.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CN3328.allowed ONLY to validate the GPS-derived height.
 CN3328
 CN3328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3328
 CN3328.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3328
 CN3328.The ellipsoidal height was determined by GPS observations
 CN3328.and is referenced to NAD 83.
 CN3328
 CN3328.The geoid height was determined by GEOID03.
 CN3328
 CN3328.The dynamic height is computed by dividing the NAVD 88
 CN3328.geopotential number by the normal gravity value computed on the
 CN3328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN3328.degrees latitude (g = 980.6199 gals.).
 CN3328
 CN3328.The modeled gravity was interpolated from observed gravity values.
 CN3328
 CN3328;                    North         East     Units Scale Factor Converg.
 CN3328;SPC AL E     -   249,250.027   162,565.172   MT  0.99997727   -0 12 57.9
 CN3328;UTM  16      - 3,623,541.560   571,874.342   MT  0.99966370   +0 24 54.1
 CN3328
 CN3328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3328!SPC AL E     -   0.99998370  x   0.99997727  =   0.99996097
 CN3328!UTM  16      -   0.99998370  x   0.99966370  =   0.99964740
 CN3328
 CN3328:                Primary Azimuth Mark                     Grid Az
 CN3328:SPC AL E     -  26 9                                     181 37 28.0
 CN3328:UTM  16      -  26 9                                     180 59 36.0
 CN3328
 CN3328|---------------------------------------------------------------------|
 CN3328| PID    Reference Object                     Distance      Geod. Az  |
 CN3328|                                                           dddmmss.s |
 CN3328| CN3368 26 9                                494.446 METERS 1812430.1 |
 CN3328|---------------------------------------------------------------------|
 CN3328
 CN3328                          SUPERSEDED SURVEY CONTROL
 CN3328
 CN3328  ELLIP H (09/27/93)  103.89   (m)                       GP(       ) 4 1
 CN3328  NAVD 88 (09/27/93)  132.67   (m)          435.3    (f) LEVELING    3  
 CN3328  NGVD 29 (??/??/??)  132.72   (m)          435.4    (f) N HEIGHT    3  
 CN3328
 CN3328.Superseded values are not recommended for survey control.
 CN3328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3328.See file dsdata.txt to determine how the superseded data were derived.
 CN3328
 CN3328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7187423542(NAD 83)
 CN3328_MARKER: DD = SURVEY DISK
 CN3328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3328_SP_SET: CONCRETE POST
 CN3328_STAMPING: 26-10 1991
 CN3328_MARK LOGO: ALHD  
 CN3328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3328+STABILITY: SURFACE MOTION
 CN3328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3328+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1992
 CN3328
 CN3328  HISTORY     - Date     Condition        Report By
 CN3328  HISTORY     - 1991     MONUMENTED       ALHD
 CN3328  HISTORY     - 19911113 GOOD             ALHD
 CN3328  HISTORY     - 19920526 GOOD
 CN3328
 CN3328                          STATION DESCRIPTION
 CN3328
 CN3328'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3328'THE STATION IS LOCATED IN ELMORE COUNTY ON THE EAST RIGHT OF WAY OF
 CN3328'U.S. 231, ABOUT 13.80 MI (22.21 KM) NORTHWEST OF ECLECTIC AND ABOUT
 CN3328'14.60 MI (23.50 KM) NORTH OF WETUMPKA.
 CN3328'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 14 (MILE
 CN3328'POST 165.20 ON U.S. 231) IN WETUMPKA, DRIVE NORTH ON U.S. 231 FOR
 CN3328'15.30 MI (24.62 KM) TO MILE POST 180.50 AND THE STATION ON THE RIGHT.
 CN3328'THE STATION IS 4.3 FT (1.3 M) WEST OF A LINE OF TREATED WOOD FENCE
 CN3328'POSTS WITH NO FENCE, 37.0 FT (11.3 M) EAST OF THE CENTERLINE OF U.S.
 CN3328'231, 92.0 FT (28.0 M) SOUTH OF THE CENTER OF A WOODS ROAD, 105.4 FT
 CN3328'(32.1 M) SOUTH OF JUNCTION AND TRANSFORMER POWER POLE NO. 206, 137.8
 CN3328'FT (42.0 M) NORTH OF POWER POLE NO. 205, 2.2 FT (0.7 M) WEST OF A
 CN3328'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3328'STATION 26-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3328
 CN3328                          STATION RECOVERY (1991)
 CN3328
 CN3328'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991 (JDS)
 CN3328'RECOVERED AS DESCRIBED.
 CN3328
 CN3328                          STATION RECOVERY (1992)
 CN3328
 CN3328'RECOVERED 1992
 CN3328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3329 ***********************************************************************
 CN3329  DESIGNATION -  26 11
 CN3329  PID         -  CN3329
 CN3329  STATE/COUNTY-  AL/ELMORE
 CN3329  USGS QUAD   -  HOLTVILLE (1987)
 CN3329
 CN3329                         *CURRENT SURVEY CONTROL
 CN3329  ___________________________________________________________________
 CN3329* NAD 83(1992)-  32 44 17.91249(N)    086 19 36.50087(W)     ADJUSTED  
 CN3329* NAVD 88     -       157.8    (meters)     518.     (feet)  GPS OBS   
 CN3329  ___________________________________________________________________
 CN3329  X           -     344,052.761 (meters)                     COMP
 CN3329  Y           -  -5,359,302.043 (meters)                     COMP
 CN3329  Z           -   3,429,652.487 (meters)                     COMP
 CN3329  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 CN3329  ELLIP HEIGHT-         129.12  (meters)          (07/29/02) GPS OBS
 CN3329  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CN3329
 CN3329  HORZ ORDER  -  FIRST
 CN3329  ELLP ORDER  -  FOURTH    CLASS I
 CN3329
 CN3329.The horizontal coordinates were established by GPS observations
 CN3329.and adjusted by the National Geodetic Survey in September 1993..
 CN3329
 CN3329.The orthometric height was determined by GPS observations and a
 CN3329.high-resolution geoid model.
 CN3329
 CN3329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3329
 CN3329.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3329
 CN3329.The ellipsoidal height was determined by GPS observations
 CN3329.and is referenced to NAD 83.
 CN3329
 CN3329.The geoid height was determined by GEOID03.
 CN3329
 CN3329;                    North         East     Units Scale Factor Converg.
 CN3329;SPC AL E     -   248,282.010   153,749.364   MT  0.99998637   -0 16 00.8
 CN3329;UTM  16      - 3,622,476.857   563,072.595   MT  0.99964905   +0 21 50.7
 CN3329
 CN3329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3329!SPC AL E     -   0.99997973  x   0.99998637  =   0.99996610
 CN3329!UTM  16      -   0.99997973  x   0.99964905  =   0.99962878
 CN3329
 CN3329:                Primary Azimuth Mark                     Grid Az
 CN3329:SPC AL E     -  26 12                                    007 22 26.4
 CN3329:UTM  16      -  26 12                                    006 44 34.9
 CN3329
 CN3329|---------------------------------------------------------------------|
 CN3329| PID    Reference Object                     Distance      Geod. Az  |
 CN3329|                                                           dddmmss.s |
 CN3329| CN3330 26 12                               479.760 METERS 0070625.6 |
 CN3329|---------------------------------------------------------------------|
 CN3329
 CN3329                          SUPERSEDED SURVEY CONTROL
 CN3329
 CN3329  ELLIP H (09/27/93)  129.15   (m)                       GP(       ) 4 1
 CN3329
 CN3329.Superseded values are not recommended for survey control.
 CN3329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3329.See file dsdata.txt to determine how the superseded data were derived.
 CN3329
 CN3329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6307322477(NAD 83)
 CN3329_MARKER: DD = SURVEY DISK
 CN3329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3329_SP_SET: CONCRETE POST
 CN3329_STAMPING: 26-11 1992
 CN3329_MARK LOGO: ALHD  
 CN3329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3329+STABILITY: SURFACE MOTION
 CN3329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3329+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3329
 CN3329  HISTORY     - Date     Condition        Report By
 CN3329  HISTORY     - 1992     MONUMENTED       ALHD
 CN3329
 CN3329                          STATION DESCRIPTION
 CN3329
 CN3329'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3329'THE STATION IS LOCATED IN ELMORE COUNTY ON THE WEST RIGHT OF WAY OF
 CN3329'ELMORE COUNTY ROAD NO. 459, ABOUT 12.00 MI (19.31 KM) SOUTHWEST OF
 CN3329'ROCKFORD AND ABOUT 15.55 MI (25.02 KM) NORTH-NORTHWEST OF WETUMPKA.
 CN3329'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3329'POST 97.55 ON ALA 22 AND MILE POST 190.70 ON U.S. 231) AT A FOUR WAY
 CN3329'STOP AND A CAUTION LIGHT IN ROCKFORD, DRIVE WEST ON ALA 22 FOR 8.15
 CN3329'MI (13.12 KM) TO MILE POST 89.40 AND COOSA COUNTY ROAD NO. 29 LEFT
 CN3329'AND RIGHT AT A CAUTION LIGHT, TURN LEFT ON COOSA COUNTY ROAD NO. 29
 CN3329'AND DRIVE SOUTH AND SOUTHWEST FOR 7.60 MI (12.23 KM) TO ELMORE COUNTY
 CN3329'ROAD NO. 459 AND THE STATION ON THE RIGHT.
 CN3329'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 CN3329'OF ELMORE COUNTY ROAD NO. 29 AND ELMORE COUNTY ROAD NO. 459, 3.6 FT
 CN3329'(1.1 M) NORTHWEST OF A BURIED CABLE WARNING SIGN, 3.9 FT (1.2 M)
 CN3329'NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 132 W252, 3.9 FT (1.2 M)
 CN3329'SOUTHEAST OF A BLUE GRADER BLADE BESIDE A WATER METER, 4.8 FT (1.5 M)
 CN3329'SOUTHEAST OF THE CENTER OF A WATER METER BOX, 37.0 FT (11.3 M) WEST OF
 CN3329'THE CENTERLINE OF ELMORE COUNTY ROAD NO. 459, 46.3 FT (14.1 M)
 CN3329'NORTHWEST OF THE CENTERLINE OF ELMORE COUNTY ROAD NO. 29, 49.2 FT
 CN3329'(15.0 M) WEST-NORTHWEST OF THE CENTER OF THE INTERSECTION, 76.6 FT
 CN3329'(23.3 M) WEST-NORTHWEST OF A JUNCTION POWER POLE ACROSS ELMORE COUNTY
 CN3329'ROAD NO. 29, 2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET
 CN3329'FLUSH WITH THE GROUND.
 CN3329'STATION 26-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3330 ***********************************************************************
 CN3330  DESIGNATION -  26 12
 CN3330  PID         -  CN3330
 CN3330  STATE/COUNTY-  AL/ELMORE
 CN3330  USGS QUAD   -  HOLTVILLE (1987)
 CN3330
 CN3330                         *CURRENT SURVEY CONTROL
 CN3330  ___________________________________________________________________
 CN3330* NAD 83(1992)-  32 44 33.36667(N)    086 19 34.22087(W)     ADJUSTED  
 CN3330* NAVD 88     -       160.9    (meters)     528.     (feet)  GPS OBS   
 CN3330  ___________________________________________________________________
 CN3330  X           -     344,095.667 (meters)                     COMP
 CN3330  Y           -  -5,359,043.838 (meters)                     COMP
 CN3330  Z           -   3,430,054.579 (meters)                     COMP
 CN3330  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CN3330  ELLIP HEIGHT-         132.16  (meters)          (07/29/02) GPS OBS
 CN3330  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CN3330
 CN3330  HORZ ORDER  -  FIRST
 CN3330  ELLP ORDER  -  FOURTH    CLASS I
 CN3330
 CN3330.The horizontal coordinates were established by GPS observations
 CN3330.and adjusted by the National Geodetic Survey in September 1993..
 CN3330
 CN3330.The orthometric height was determined by GPS observations and a
 CN3330.high-resolution geoid model.
 CN3330
 CN3330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3330
 CN3330.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3330
 CN3330.The ellipsoidal height was determined by GPS observations
 CN3330.and is referenced to NAD 83.
 CN3330
 CN3330.The geoid height was determined by GEOID03.
 CN3330
 CN3330;                    North         East     Units Scale Factor Converg.
 CN3330;SPC AL E     -   248,757.796   153,810.939   MT  0.99998630   -0 15 59.6
 CN3330;UTM  16      - 3,622,953.132   563,128.908   MT  0.99964914   +0 21 52.1
 CN3330
 CN3330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3330!SPC AL E     -   0.99997925  x   0.99998630  =   0.99996555
 CN3330!UTM  16      -   0.99997925  x   0.99964914  =   0.99962840
 CN3330
 CN3330:                Primary Azimuth Mark                     Grid Az
 CN3330:SPC AL E     -  26 11                                    187 22 26.5
 CN3330:UTM  16      -  26 11                                    186 44 34.8
 CN3330
 CN3330|---------------------------------------------------------------------|
 CN3330| PID    Reference Object                     Distance      Geod. Az  |
 CN3330|                                                           dddmmss.s |
 CN3330| CN3329 26 11                               479.760 METERS 1870626.9 |
 CN3330|---------------------------------------------------------------------|
 CN3330
 CN3330                          SUPERSEDED SURVEY CONTROL
 CN3330
 CN3330  ELLIP H (09/27/93)  132.19   (m)                       GP(       ) 4 1
 CN3330
 CN3330.Superseded values are not recommended for survey control.
 CN3330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3330.See file dsdata.txt to determine how the superseded data were derived.
 CN3330
 CN3330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6312922953(NAD 83)
 CN3330_MARKER: DD = SURVEY DISK
 CN3330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3330_SP_SET: CONCRETE POST
 CN3330_STAMPING: 26-12 1992
 CN3330_MARK LOGO: ALHD  
 CN3330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3330+STABILITY: SURFACE MOTION
 CN3330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3330+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3330
 CN3330  HISTORY     - Date     Condition        Report By
 CN3330  HISTORY     - 1992     MONUMENTED       ALHD
 CN3330
 CN3330                          STATION DESCRIPTION
 CN3330
 CN3330'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3330'THE STATION IS LOCATED IN ELMORE COUNTY ON THE EAST RIGHT OF WAY OF
 CN3330'ELMORE COUNTY ROAD NO. 459, ABOUT 11.70 MI (18.83 KM) SOUTHWEST OF
 CN3330'ROCKFORD AND ABOUT 15.70 MI (25.27 KM) NORTH-NORTHWEST OF WETUMPKA.
 CN3330'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 22 (MILE
 CN3330'POST 97.55 ON ALA 22 AND MILE POST 190.70 ON U.S. 231) AT A FOUR WAY
 CN3330'STOP AND A CAUTION LIGHT IN ROCKFORD, DRIVE WEST ON ALA 22 FOR 8.15
 CN3330'MI (13.12 KM) TO MILE POST 89.40 AND COOSA COUNTY ROAD NO. 29 LEFT
 CN3330'AND RIGHT AT A CAUTION LIGHT, TURN LEFT ON COOSA COUNTY ROAD NO. 29
 CN3330'AND DRIVE SOUTH AND SOUTHWEST FOR 7.60 MI (12.23 KM) TO ELMORE COUNTY
 CN3330'ROAD NO. 459 ON THE RIGHT, TURN SHARP RIGHT ON ELMORE COUNTY ROAD NO.
 CN3330'459 AND DRIVE NORTH FOR 0.30 MI (0.48 KM) TO THE STATION ON THE
 CN3330'RIGHT.
 CN3330'THE STATION IS 38.3 FT (11.7 M) EAST OF THE CENTERLINE OF ELMORE
 CN3330'COUNTY ROAD NO. 459, 85.4 FT (26.0 M) EAST-SOUTHEAST OF THE SOUTHEAST
 CN3330'CORNER OF THE FRONT PORCH OF A WHITE FRAME HOUSE ACROSS THE ROAD,
 CN3330'88.0 FT (26.8 M) SOUTH OF TRANSFORMER POWER POLE NO. 16164, 95.3 FT
 CN3330'(29.0 M) SOUTHEAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE
 CN3330'ACROSS THE ROAD, 96.0 FT (29.3 M) SOUTHEAST OF TELEPHONE CABLE
 CN3330'PEDESTAL NO. 132 W252 S9 AT A LIGHT POLE ACROSS THE ROAD, 5.2 FT
 CN3330'(1.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3330'GROUND.
 CN3330'STATION 26-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3331 ***********************************************************************
 CN3331  DESIGNATION -  26 13
 CN3331  PID         -  CN3331
 CN3331  STATE/COUNTY-  AL/ELMORE
 CN3331  USGS QUAD   -  BRASSELL (1987)
 CN3331
 CN3331                         *CURRENT SURVEY CONTROL
 CN3331  ___________________________________________________________________
 CN3331* NAD 83(1992)-  32 27 07.96160(N)    086 03 21.27175(W)     ADJUSTED  
 CN3331* NAVD 88     -       129.3    (meters)     424.     (feet)  GPS OBS   
 CN3331  ___________________________________________________________________
 CN3331  X           -     370,561.843 (meters)                     COMP
 CN3331  Y           -  -5,374,643.264 (meters)                     COMP
 CN3331  Z           -   3,402,906.640 (meters)                     COMP
 CN3331  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 CN3331  ELLIP HEIGHT-         101.04  (meters)          (07/29/02) GPS OBS
 CN3331  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 CN3331
 CN3331  HORZ ORDER  -  FIRST
 CN3331  ELLP ORDER  -  FOURTH    CLASS I
 CN3331
 CN3331.The horizontal coordinates were established by GPS observations
 CN3331.and adjusted by the National Geodetic Survey in September 1993..
 CN3331
 CN3331.The orthometric height was determined by GPS observations and a
 CN3331.high-resolution geoid model.
 CN3331
 CN3331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3331
 CN3331.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3331
 CN3331.The ellipsoidal height was determined by GPS observations
 CN3331.and is referenced to NAD 83.
 CN3331
 CN3331.The geoid height was determined by GEOID03.
 CN3331
 CN3331;                    North         East     Units Scale Factor Converg.
 CN3331;SPC AL E     -   216,469.945   179,072.837   MT  0.99996540   -0 07 10.0
 CN3331;UTM  16      - 3,590,954.037   588,735.727   MT  0.99969710   +0 30 23.9
 CN3331
 CN3331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3331!SPC AL E     -   0.99998414  x   0.99996540  =   0.99994954
 CN3331!UTM  16      -   0.99998414  x   0.99969710  =   0.99968124
 CN3331
 CN3331:                Primary Azimuth Mark                     Grid Az
 CN3331:SPC AL E     -  26 14                                    359 03 31.1
 CN3331:UTM  16      -  26 14                                    358 25 57.2
 CN3331
 CN3331|---------------------------------------------------------------------|
 CN3331| PID    Reference Object                     Distance      Geod. Az  |
 CN3331|                                                           dddmmss.s |
 CN3331| CN3332 26 14                               411.101 METERS 3585621.1 |
 CN3331|---------------------------------------------------------------------|
 CN3331
 CN3331                          SUPERSEDED SURVEY CONTROL
 CN3331
 CN3331  ELLIP H (09/27/93)  101.10   (m)                       GP(       ) 4 1
 CN3331
 CN3331.Superseded values are not recommended for survey control.
 CN3331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3331.See file dsdata.txt to determine how the superseded data were derived.
 CN3331
 CN3331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8873690954(NAD 83)
 CN3331_MARKER: DD = SURVEY DISK
 CN3331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3331_SP_SET: CONCRETE POST
 CN3331_STAMPING: 26-13 1992
 CN3331_MARK LOGO: ALHD  
 CN3331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3331+STABILITY: SURFACE MOTION
 CN3331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3331+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3331
 CN3331  HISTORY     - Date     Condition        Report By
 CN3331  HISTORY     - 1992     MONUMENTED       ALHD
 CN3331
 CN3331                          STATION DESCRIPTION
 CN3331
 CN3331'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3331'THE STATION IS LOCATED IN ELMORE COUNTY ON THE EAST RIGHT OF WAY OF A
 CN3331'COUNTY GRAVEL ROAD, ABOUT 10.60 MI (17.06 KM) SOUTHEAST OF WETUMPKA
 CN3331'AND ABOUT 11.00 MI (17.70 KM) SOUTHWEST OF TALLASSEE.
 CN3331'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, ALA 9, AND ALA 14
 CN3331'(MILE POST 123.75 ON ALA 9 AND U.S. 231 AND MILE POST 173.65 ON ALA
 CN3331'14) AT A TRAFFIC LIGHT IN WETUMPKA, DRIVE SOUTH ON U.S. 231 AND ALA 9
 CN3331'FOR 7.95 MI (12.79 KM) TO MILE POST 115.80 A TRAFFIC LIGHT, AND
 CN3331'ELMORE COUNTY ROAD NO. 8 LEFT AND RIGHT, TURN LEFT ON ELMORE COUNTY
 CN3331'ROAD NO. 8 AND DRIVE EAST FOR 1.50 MI (2.41 KM) TO A Y-INTERSECTION
 CN3331'WITH ELMORE COUNTY ROAD NO. 8 ON THE LEFT AND ELMORE COUNTY ROAD NO.
 CN3331'4 ON THE RIGHT, BEAR RIGHT ON ELMORE COUNTY ROAD NO. 4 AND DRIVE EAST
 CN3331'FOR 8.20 MI (13.20 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON
 CN3331'THE GRAVEL ROAD AND DRIVE SOUTH FOR 0.25 MI (0.40 KM) TO THE STATION
 CN3331'ON THE LEFT.
 CN3331'THE STATION IS 17.9 FT (5.5 M) SOUTH OF A TELEPHONE CABLE PEDESTAL,
 CN3331'18.9 FT (5.8 M) EAST OF THE CENTER OF THE GRAVEL ROAD, 52.4 FT
 CN3331'(16.0 M) NORTH-NORTHWEST OF A MAIL BOX MARKED HERRON, RT 2 BOX 406 D,
 CN3331'81.8 FT (24.9 M) NORTH-NORTHWEST OF A POWER POLE, 82.0 FT (25.0 M)
 CN3331'NORTH-NORTHWEST OF THE NORTHWEST BRACED CROSS TIE CORNER AND GATE
 CN3331'POST, 87.3 FT (26.6 M) NORTH OF THE NORTHEAST BRACED CROSS TIE CORNER
 CN3331'AND GATE POST, 2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND
 CN3331'SET FLUSH WITH THE GROUND.
 CN3331'STATION 26-14 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3332 ***********************************************************************
 CN3332  DESIGNATION -  26 14
 CN3332  PID         -  CN3332
 CN3332  STATE/COUNTY-  AL/ELMORE
 CN3332  USGS QUAD   -  BRASSELL (1987)
 CN3332
 CN3332                         *CURRENT SURVEY CONTROL
 CN3332  ___________________________________________________________________
 CN3332* NAD 83(1992)-  32 27 21.30498(N)    086 03 21.56316(W)     ADJUSTED  
 CN3332* NAVD 88     -       129.4    (meters)     425.     (feet)  GPS OBS   
 CN3332  ___________________________________________________________________
 CN3332  X           -     370,539.086 (meters)                     COMP
 CN3332  Y           -  -5,374,423.847 (meters)                     COMP
 CN3332  Z           -   3,403,253.552 (meters)                     COMP
 CN3332  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CN3332  ELLIP HEIGHT-         101.17  (meters)          (07/29/02) GPS OBS
 CN3332  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CN3332
 CN3332  HORZ ORDER  -  FIRST
 CN3332  ELLP ORDER  -  FOURTH    CLASS I
 CN3332
 CN3332.The horizontal coordinates were established by GPS observations
 CN3332.and adjusted by the National Geodetic Survey in September 1993..
 CN3332
 CN3332.The orthometric height was determined by GPS observations and a
 CN3332.high-resolution geoid model.
 CN3332
 CN3332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3332
 CN3332.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3332
 CN3332.The ellipsoidal height was determined by GPS observations
 CN3332.and is referenced to NAD 83.
 CN3332
 CN3332.The geoid height was determined by GEOID03.
 CN3332
 CN3332;                    North         East     Units Scale Factor Converg.
 CN3332;SPC AL E     -   216,880.977   179,066.084   MT  0.99996540   -0 07 10.2
 CN3332;UTM  16      - 3,591,364.860   588,724.485   MT  0.99969707   +0 30 23.9
 CN3332
 CN3332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3332!SPC AL E     -   0.99998412  x   0.99996540  =   0.99994952
 CN3332!UTM  16      -   0.99998412  x   0.99969707  =   0.99968119
 CN3332
 CN3332:                Primary Azimuth Mark                     Grid Az
 CN3332:SPC AL E     -  26 13                                    179 03 31.2
 CN3332:UTM  16      -  26 13                                    178 25 57.1
 CN3332
 CN3332|---------------------------------------------------------------------|
 CN3332| PID    Reference Object                     Distance      Geod. Az  |
 CN3332|                                                           dddmmss.s |
 CN3332| CN3331 26 13                               411.101 METERS 1785621.0 |
 CN3332|---------------------------------------------------------------------|
 CN3332
 CN3332                          SUPERSEDED SURVEY CONTROL
 CN3332
 CN3332  ELLIP H (09/27/93)  101.22   (m)                       GP(       ) 4 1
 CN3332
 CN3332.Superseded values are not recommended for survey control.
 CN3332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3332.See file dsdata.txt to determine how the superseded data were derived.
 CN3332
 CN3332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8872491365(NAD 83)
 CN3332_MARKER: DD = SURVEY DISK
 CN3332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3332_SP_SET: CONCRETE POST
 CN3332_STAMPING: 26-14 1992
 CN3332_MARK LOGO: ALHD  
 CN3332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3332+STABILITY: SURFACE MOTION
 CN3332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3332+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3332
 CN3332  HISTORY     - Date     Condition        Report By
 CN3332  HISTORY     - 1992     MONUMENTED       ALHD
 CN3332
 CN3332                          STATION DESCRIPTION
 CN3332
 CN3332'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3332'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3332'ELMORE COUNTY ROAD N0. 4, ABOUT 10.50 MI (16.90 KM) SOUTHEAST OF
 CN3332'WETUMPKA AND ABOUT 10.95 MI (17.62 KM) SOUTHWEST OF TALLASSEE.
 CN3332'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, ALA 9, AND ALA 14
 CN3332'(MILE POST 123.75 ON ALA 9 AND U.S. 231 AND MILE POST 173.65 ON ALA
 CN3332'14) AT A TRAFFIC LIGHT IN WETUMPKA, DRIVE SOUTH ON U.S. 231 AND ALA 9
 CN3332'FOR 7.95 MI (12.79 KM) TO MILE POST 115.80 A TRAFFIC LIGHT, AND
 CN3332'ELMORE COUNTY ROAD NO. 8 LEFT AND RIGHT, TURN LEFT ON ELMORE COUNTY
 CN3332'ROAD NO. 8 AND DRIVE EAST FOR 1.50 MI (2.41 KM) TO A Y-INTERSECTION
 CN3332'WITH ELMORE COUNTY ROAD NO. 8 ON THE LEFT AND ELMORE COUNTY ROAD NO.
 CN3332'4 ON THE RIGHT, BEAR RIGHT ON ELMORE COUNTY ROAD NO. 4 AND DRIVE EAST
 CN3332'FOR 8.20 MI (13.20 KM) TO THE STATION ON THE RIGHT.
 CN3332'THE STATION IS 4.9 FT (1.5 M) EAST OF A BURIED CABLE WARNING SIGN,
 CN3332'10.6 FT (3.2 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 200 B S60 W8,
 CN3332'13.8 FT (4.2 M) EAST OF A WATER METER BOX, 33.0 FT (10.1 M) EAST OF
 CN3332'THE CENTER OF A GRAVEL ROAD, 42.7 FT (13.0 M) SOUTH OF THE CENTERLINE
 CN3332'OF ELMORE COUNTY ROAD NO. 4, 2.8 FT (0.9 M) NORTH OF A CARSONITE
 CN3332'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3332'STATION 26-13 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2442 ***********************************************************************
 CM2442  DESIGNATION -  26 15
 CM2442  PID         -  CM2442
 CM2442  STATE/COUNTY-  AL/ELMORE
 CM2442  USGS QUAD   -  SHORTER (1981)
 CM2442
 CM2442                         *CURRENT SURVEY CONTROL
 CM2442  ___________________________________________________________________
 CM2442* NAD 83(1992)-  32 28 36.76386(N)    085 57 03.26342(W)     ADJUSTED  
 CM2442* NAVD 88     -        61.2    (meters)     201.     (feet)  GPS OBS   
 CM2442  ___________________________________________________________________
 CM2442  X           -     380,303.235 (meters)                     COMP
 CM2442  Y           -  -5,372,433.050 (meters)                     COMP
 CM2442  Z           -   3,405,178.050 (meters)                     COMP
 CM2442  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 CM2442  ELLIP HEIGHT-          32.85  (meters)          (07/29/02) GPS OBS
 CM2442  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CM2442
 CM2442  HORZ ORDER  -  FIRST
 CM2442  ELLP ORDER  -  FOURTH    CLASS I
 CM2442
 CM2442.The horizontal coordinates were established by GPS observations
 CM2442.and adjusted by the National Geodetic Survey in September 1993..
 CM2442
 CM2442.The orthometric height was determined by GPS observations and a
 CM2442.high-resolution geoid model.
 CM2442
 CM2442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2442
 CM2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2442
 CM2442.The ellipsoidal height was determined by GPS observations
 CM2442.and is referenced to NAD 83.
 CM2442
 CM2442.The geoid height was determined by GEOID03.
 CM2442
 CM2442;                    North         East     Units Scale Factor Converg.
 CM2442;SPC AL E     -   219,189.592   188,948.467   MT  0.99996151   -0 03 47.3
 CM2442;UTM  16      - 3,593,780.745   598,578.529   MT  0.99971983   +0 33 48.1
 CM2442
 CM2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2442!SPC AL E     -   0.99999484  x   0.99996151  =   0.99995635
 CM2442!UTM  16      -   0.99999484  x   0.99971983  =   0.99971467
 CM2442
 CM2442:                Primary Azimuth Mark                     Grid Az
 CM2442:SPC AL E     -  26 16                                    207 54 03.2
 CM2442:UTM  16      -  26 16                                    207 16 27.8
 CM2442
 CM2442|---------------------------------------------------------------------|
 CM2442| PID    Reference Object                     Distance      Geod. Az  |
 CM2442|                                                           dddmmss.s |
 CM2442| CM2443 26 16                               492.635 METERS 2075015.9 |
 CM2442|---------------------------------------------------------------------|
 CM2442
 CM2442                          SUPERSEDED SURVEY CONTROL
 CM2442
 CM2442  ELLIP H (09/27/93)   32.91   (m)                       GP(       ) 4 1
 CM2442
 CM2442.Superseded values are not recommended for survey control.
 CM2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2442.See file dsdata.txt to determine how the superseded data were derived.
 CM2442
 CM2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9857993781(NAD 83)
 CM2442_MARKER: DD = SURVEY DISK
 CM2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2442_SP_SET: CONCRETE POST
 CM2442_STAMPING: 26-15 1992
 CM2442_MARK LOGO: ALHD  
 CM2442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2442+STABILITY: SURFACE MOTION
 CM2442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2442+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2442
 CM2442  HISTORY     - Date     Condition        Report By
 CM2442  HISTORY     - 1992     MONUMENTED       ALHD
 CM2442
 CM2442                          STATION DESCRIPTION
 CM2442
 CM2442'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2442'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CM2442'OF ELMORE COUNTY ROAD NO. 4, ABOUT 5.20 MI (8.37 KM) SOUTHWEST OF
 CM2442'TALLASSEE AND ABOUT 11.95 MI (19.23 KM) SOUTH-SOUTHEAST OF ECLECTIC.
 CM2442'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 229 (MILE
 CM2442'POST 11.30 ON ALA 229 AND MILE POST 192.85 ON ALA 14) AT A TRAFFIC
 CM2442'LIGHT IN TALLASSEE, DRIVE SOUTH ON ALA 229 FOR 1.85 MI (2.98 KM) TO
 CM2442'MILE POST 9.45 AND ELMORE COUNTY ROAD NO. 4 ON THE RIGHT, TURN RIGHT
 CM2442'ON ELMORE COUNTY ROAD NO. 4 AND DRIVE SOUTHWEST FOR 4.40 MI
 CM2442'(7.08 KM) TO THE STATION ON THE LEFT.
 CM2442'THE STATION IS 2.7 FT (0.8 M) WEST-NORTHWEST OF A FOUR STRAND BARBED
 CM2442'WIRE FENCE ON WOOD POST, 32.0 FT (9.8 M) SOUTHEAST OF THE CENTERLINE
 CM2442'OF ELMORE COUNTY ROAD NO. 4, 2.6 FT (0.8 M) WEST OF A CARSONITE
 CM2442'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2442'STATION 26-16 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2443 ***********************************************************************
 CM2443  DESIGNATION -  26 16
 CM2443  PID         -  CM2443
 CM2443  STATE/COUNTY-  AL/ELMORE
 CM2443  USGS QUAD   -  SHORTER (1981)
 CM2443
 CM2443                         *CURRENT SURVEY CONTROL
 CM2443  ___________________________________________________________________
 CM2443* NAD 83(1992)-  32 28 22.62208(N)    085 57 12.07321(W)     ADJUSTED  
 CM2443* NAVD 88     -        60.6    (meters)     199.     (feet)  GPS OBS   
 CM2443  ___________________________________________________________________
 CM2443  X           -     380,090.241 (meters)                     COMP
 CM2443  Y           -  -5,372,682.068 (meters)                     COMP
 CM2443  Z           -   3,404,810.198 (meters)                     COMP
 CM2443  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CM2443  ELLIP HEIGHT-          32.21  (meters)          (07/29/02) GPS OBS
 CM2443  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CM2443
 CM2443  HORZ ORDER  -  FIRST
 CM2443  ELLP ORDER  -  FOURTH    CLASS I
 CM2443
 CM2443.The horizontal coordinates were established by GPS observations
 CM2443.and adjusted by the National Geodetic Survey in September 1993..
 CM2443
 CM2443.The orthometric height was determined by GPS observations and a
 CM2443.high-resolution geoid model.
 CM2443
 CM2443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2443
 CM2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2443
 CM2443.The ellipsoidal height was determined by GPS observations
 CM2443.and is referenced to NAD 83.
 CM2443
 CM2443.The geoid height was determined by GEOID03.
 CM2443
 CM2443;                    North         East     Units Scale Factor Converg.
 CM2443;SPC AL E     -   218,754.238   188,717.951   MT  0.99996157   -0 03 52.0
 CM2443;UTM  16      - 3,593,343.004   598,352.841   MT  0.99971928   +0 33 43.2
 CM2443
 CM2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2443!SPC AL E     -   0.99999494  x   0.99996157  =   0.99995651
 CM2443!UTM  16      -   0.99999494  x   0.99971928  =   0.99971422
 CM2443
 CM2443:                Primary Azimuth Mark                     Grid Az
 CM2443:SPC AL E     -  26 15                                    027 54 03.2
 CM2443:UTM  16      -  26 15                                    027 16 28.0
 CM2443
 CM2443|---------------------------------------------------------------------|
 CM2443| PID    Reference Object                     Distance      Geod. Az  |
 CM2443|                                                           dddmmss.s |
 CM2443| CM2442 26 15                               492.635 METERS 0275011.2 |
 CM2443|---------------------------------------------------------------------|
 CM2443
 CM2443                          SUPERSEDED SURVEY CONTROL
 CM2443
 CM2443  ELLIP H (09/27/93)   32.26   (m)                       GP(       ) 4 1
 CM2443
 CM2443.Superseded values are not recommended for survey control.
 CM2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2443.See file dsdata.txt to determine how the superseded data were derived.
 CM2443
 CM2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9835393343(NAD 83)
 CM2443_MARKER: DD = SURVEY DISK
 CM2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2443_SP_SET: CONCRETE POST
 CM2443_STAMPING: 26-16 1992
 CM2443_MARK LOGO: ALHD  
 CM2443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2443+STABILITY: SURFACE MOTION
 CM2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2443+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2443
 CM2443  HISTORY     - Date     Condition        Report By
 CM2443  HISTORY     - 1992     MONUMENTED       ALHD
 CM2443
 CM2443                          STATION DESCRIPTION
 CM2443
 CM2443'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2443'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CM2443'ELMORE COUNTY ROAD NO. 143, ABOUT 5.45 MI (8.77 KM) SOUTHWEST OF
 CM2443'TALLASSEE AND ABOUT 12.15 MI (19.55 KM) SOUTH-SOUTHEAST OF ECLECTIC.
 CM2443'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 229 (MILE
 CM2443'POST 11.30 ON ALA 229 AND MILE POST 192.85 ON ALA 14) AT A TRAFFIC
 CM2443'LIGHT IN TALLASSEE, DRIVE SOUTH ON ALA 229 FOR 1.85 MI (2.98 KM) TO
 CM2443'MILE POST 9.45 AND ELMORE COUNTY ROAD NO. 4 ON THE RIGHT, TURN RIGHT
 CM2443'ON ELMORE COUNTY ROAD NO. 4 AND DRIVE SOUTHWEST FOR 4.75 MI
 CM2443'(7.64 KM) TO ELMORE COUNTY ROAD NO. 143 ON THE LEFT, TURN LEFT ON
 CM2443'ELMORE COUNTY ROAD 143 AND DRIVE SOUTHEAST FOR 0.05 MI (0.08 KM) TO
 CM2443'THE STATION ON THE LEFT.
 CM2443'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A FOUR STRAND BARBED
 CM2443'WIRE FENCE ON WOOD POST, 4.1 FT (1.2 M) SOUTH OF AN EIGHT-INCH BRACED
 CM2443'FENCE POST, 37.3 FT (11.4 M) NORTH-NORTHEAST OF THE CENTERLINE OR
 CM2443'ELMORE COUNTY ROAD NO. 143, 50.4 FT (15.4 M) EAST OF A STOP SIGN,
 CM2443'52.O FT EAST OF THE CENTER OF TWO THIRTY-INCH CONCRETE PIPES UNTER
 CM2443'ELMORE COUNTY ROAD NO. 143, 61.4 FT (18.7 M) SOUTHEAST OF THE
 CM2443'SOUTHWEST FENCE CORNER, 63.3 FT (19.3 M) SOUTHEAST OF TELEPHONE
 CM2443'PEDESTAL NO. 46 27, 104.6 FT (31.9 M) EAST-SOUTHEAST OF THE
 CM2443'CENTERLINE OF ELMORE COUNTY ROAD NO. 4, 109.9 FT (33.5 M) EAST OF THE
 CM2443'CENTER OF THE INTERSECTION OF ELMORE COUNTY ROADS 143 AND 4, 2.9 FT
 CM2443'(0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2443'GROUND.
 CM2443'STATION 26-15 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3333 ***********************************************************************
 CN3333  DESIGNATION -  26 17
 CN3333  PID         -  CN3333
 CN3333  STATE/COUNTY-  AL/ELMORE
 CN3333  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN3333
 CN3333                         *CURRENT SURVEY CONTROL
 CN3333  ___________________________________________________________________
 CN3333* NAD 83(1992)-  32 26 43.15186(N)    086 20 52.62412(W)     ADJUSTED  
 CN3333* NAVD 88     -        48.0    (meters)     157.     (feet)  GPS OBS   
 CN3333  ___________________________________________________________________
 CN3333  X           -     343,183.814 (meters)                     COMP
 CN3333  Y           -  -5,376,803.159 (meters)                     COMP
 CN3333  Z           -   3,402,218.204 (meters)                     COMP
 CN3333  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CN3333  ELLIP HEIGHT-          19.95  (meters)          (07/29/02) GPS OBS
 CN3333  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CN3333
 CN3333  HORZ ORDER  -  FIRST
 CN3333  ELLP ORDER  -  FOURTH    CLASS I
 CN3333
 CN3333.The horizontal coordinates were established by GPS observations
 CN3333.and adjusted by the National Geodetic Survey in September 1993..
 CN3333
 CN3333.The orthometric height was determined by GPS observations and a
 CN3333.high-resolution geoid model.
 CN3333
 CN3333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3333
 CN3333.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3333
 CN3333.The ellipsoidal height was determined by GPS observations
 CN3333.and is referenced to NAD 83.
 CN3333
 CN3333.The geoid height was determined by GEOID03.
 CN3333
 CN3333;                    North         East     Units Scale Factor Converg.
 CN3333;SPC AL E     -   215,800.512   151,610.302   MT  0.99998886   -0 16 33.9
 CN3333;UTM  16      - 3,589,984.900   561,290.529   MT  0.99964632   +0 20 59.4
 CN3333
 CN3333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3333!SPC AL E     -   0.99999687  x   0.99998886  =   0.99998573
 CN3333!UTM  16      -   0.99999687  x   0.99964632  =   0.99964319
 CN3333
 CN3333:                Primary Azimuth Mark                     Grid Az
 CN3333:SPC AL E     -  26 18                                    271 35 41.3
 CN3333:UTM  16      -  26 18                                    270 58 08.0
 CN3333
 CN3333|---------------------------------------------------------------------|
 CN3333| PID    Reference Object                     Distance      Geod. Az  |
 CN3333|                                                           dddmmss.s |
 CN3333| CN3334 26 18                               431.706 METERS 2711907.4 |
 CN3333|---------------------------------------------------------------------|
 CN3333
 CN3333                          SUPERSEDED SURVEY CONTROL
 CN3333
 CN3333  ELLIP H (09/27/93)   19.99   (m)                       GP(       ) 4 1
 CN3333
 CN3333.Superseded values are not recommended for survey control.
 CN3333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3333.See file dsdata.txt to determine how the superseded data were derived.
 CN3333
 CN3333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6129189985(NAD 83)
 CN3333_MARKER: DD = SURVEY DISK
 CN3333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3333_SP_SET: CONCRETE POST
 CN3333_STAMPING: 26-17 1992
 CN3333_MARK LOGO: ALHD  
 CN3333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3333+STABILITY: SURFACE MOTION
 CN3333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3333+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3333
 CN3333  HISTORY     - Date     Condition        Report By
 CN3333  HISTORY     - 1992     MONUMENTED       ALHD
 CN3333
 CN3333                          STATION DESCRIPTION
 CN3333
 CN3333'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3333'THE STATION IS LOCATED IN ELMORE COUNTY 0N THE SOUTH RIGHT OF WAY OF
 CN3333'ELMORE COUNTY ROAD NO. 001, ABOUT 2.70 MI (4.35 KM) SOUTH-SOUTHEAST
 CN3333'OF MILLBROOK AND ABOUT 9.85 MI (15.85 KM) SOUTHWEST OF WETUMPKA.
 CN3333'TO REACH THE STATION FROM EXIT 176 ON I-65 (MILE POST 9.45 ON ALA 143)
 CN3333', DRIVE NORTH ON ALA 143 FOR 1.00 MI (1.61 KM) TO THE
 CN3333'ELMORE-MONTGOMERY COUNTY LINE, CONTINUE NORTH ON ALA 143 FOR 0.95 MI
 CN3333'(1.53 KM) TO MILE POST 11.40 ON ALA 143 AND ELMORE COUNTY ROAD NO.
 CN3333'001 ON THE RIGHT, TURN RIGHT ON ELMORE COUNTY ROAD NO. 001 AND DRIVE
 CN3333'EAST FOR 0.75 MI (1.21 KM) TO THE STATION ON THE RIGHT.
 CN3333'THE STATION IS 3.1 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, 3.3
 CN3333'FT (1.0 M) NORTH OF A HOG WIRE FENCE ON WOOD POST WITH ONE STRAND OF
 CN3333'BARBED WIRE, 36.7 FT (11.2 M) SOUTH OF THE CENTERLINE OF ELMORE
 CN3333'COUNTY ROAD NO. 001, 73.2 FT (22.3 M) EAST OF A POWER POLE, 3.1 FT
 CN3333'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3333'GROUND.
 CN3333'STATION 26-18 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3334 ***********************************************************************
 CN3334  DESIGNATION -  26 18
 CN3334  PID         -  CN3334
 CN3334  STATE/COUNTY-  AL/ELMORE
 CN3334  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN3334
 CN3334                         *CURRENT SURVEY CONTROL
 CN3334  ___________________________________________________________________
 CN3334* NAD 83(1992)-  32 26 43.47409(N)    086 21 09.14728(W)     ADJUSTED  
 CN3334* NAVD 88     -        47.7    (meters)     156.     (feet)  GPS OBS   
 CN3334  ___________________________________________________________________
 CN3334  X           -     342,752.739 (meters)                     COMP
 CN3334  Y           -  -5,376,825.041 (meters)                     COMP
 CN3334  Z           -   3,402,226.403 (meters)                     COMP
 CN3334  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CN3334  ELLIP HEIGHT-          19.62  (meters)          (07/29/02) GPS OBS
 CN3334  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CN3334
 CN3334  HORZ ORDER  -  FIRST
 CN3334  ELLP ORDER  -  FOURTH    CLASS I
 CN3334
 CN3334.The horizontal coordinates were established by GPS observations
 CN3334.and adjusted by the National Geodetic Survey in September 1993..
 CN3334
 CN3334.The orthometric height was determined by GPS observations and a
 CN3334.high-resolution geoid model.
 CN3334
 CN3334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3334
 CN3334.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3334
 CN3334.The ellipsoidal height was determined by GPS observations
 CN3334.and is referenced to NAD 83.
 CN3334
 CN3334.The geoid height was determined by GEOID03.
 CN3334
 CN3334;                    North         East     Units Scale Factor Converg.
 CN3334;SPC AL E     -   215,812.527   151,178.767   MT  0.99998938   -0 16 42.8
 CN3334;UTM  16      - 3,589,992.197   560,859.038   MT  0.99964567   +0 20 50.5
 CN3334
 CN3334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3334!SPC AL E     -   0.99999692  x   0.99998938  =   0.99998630
 CN3334!UTM  16      -   0.99999692  x   0.99964567  =   0.99964259
 CN3334
 CN3334:                Primary Azimuth Mark                     Grid Az
 CN3334:SPC AL E     -  26 17                                    091 35 41.3
 CN3334:UTM  16      -  26 17                                    090 58 08.0
 CN3334
 CN3334|---------------------------------------------------------------------|
 CN3334| PID    Reference Object                     Distance      Geod. Az  |
 CN3334|                                                           dddmmss.s |
 CN3334| CN3333 26 17                               431.706 METERS 0911858.5 |
 CN3334|---------------------------------------------------------------------|
 CN3334
 CN3334                          SUPERSEDED SURVEY CONTROL
 CN3334
 CN3334  ELLIP H (09/27/93)   19.67   (m)                       GP(       ) 4 1
 CN3334
 CN3334.Superseded values are not recommended for survey control.
 CN3334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3334.See file dsdata.txt to determine how the superseded data were derived.
 CN3334
 CN3334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6085989992(NAD 83)
 CN3334_MARKER: DD = SURVEY DISK
 CN3334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3334_SP_SET: CONCRETE POST
 CN3334_STAMPING: 26-18 1992
 CN3334_MARK LOGO: ALHD  
 CN3334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3334+STABILITY: SURFACE MOTION
 CN3334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3334+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2005
 CN3334
 CN3334  HISTORY     - Date     Condition        Report By
 CN3334  HISTORY     - 1992     MONUMENTED       ALHD
 CN3334  HISTORY     - 20050627 GOOD             ALDOT
 CN3334
 CN3334                          STATION DESCRIPTION
 CN3334
 CN3334'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3334'THE STATION IS LOCATED IN ELMORE COUNTY 0N THE NORTH RIGHT OF WAY OF
 CN3334'ELMORE COUNTY ROAD NO. 001, ABOUT 2.30 MI (3.70 KM) SOUTH-SOUTHEAST
 CN3334'OF MILLBROOK AND ABOUT 10.10 MI (16.25 KM) SOUTHWEST OF WETUMPKA.
 CN3334'TO REACH THE STATION FROM EXIT 176 ON I-65 (MILE POST 9.45 ON ALA 143)
 CN3334', DRIVE NORTH ON ALA 143 FOR 1.00 MI (1.61 KM) TO THE
 CN3334'ELMORE-MONTGOMERY COUNTY LINE, CONTINUE NORTH ON ALA 143 FOR 0.95 MI
 CN3334'(1.53 KM) TO MILE POST 11.40 ON ALA 143 AND ELMORE COUNTY ROAD NO.
 CN3334'OO1 ON THE RIGHT, TURN RIGHT ON ELMORE COUNTY ROAD NO. 001 AND DRIVE
 CN3334'EAST FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT.
 CN3334'THE STATION IS 2.7 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST, 59.0
 CN3334'FT (18.0 M) NORTH OF THE CENTERLINE OF ELMORE COUNTY ROAD NO. 001,
 CN3334'144.2 FT (44.0 M) EAST OF A POWER POLE, 2.7 FT (0.8 M) SOUTH OF A
 CN3334'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3334'STATION 26-17 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3334
 CN3334                          STATION RECOVERY (2005)
 CN3334
 CN3334'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3334'MARK IS 136.6 FEET EAST OF A BRACE POLE WITH ONE GUY WIRE FOR A POWER
 CN3334'POLE ACROSS HIGHWAY, THE CALL FOR POWER POLE BEING 144.2 FEET WEST OF
 CN3334'MARK IS GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3335 ***********************************************************************
 CN3335  DESIGNATION -  26 19
 CN3335  PID         -  CN3335
 CN3335  STATE/COUNTY-  AL/ELMORE
 CN3335  USGS QUAD   -  ELMORE (1987)
 CN3335
 CN3335                         *CURRENT SURVEY CONTROL
 CN3335  ___________________________________________________________________
 CN3335* NAD 83(1992)-  32 31 38.77572(N)    086 21 15.60409(W)     ADJUSTED  
 CN3335* NAVD 88     -        89.5    (meters)     294.     (feet)  GPS OBS   
 CN3335  ___________________________________________________________________
 CN3335  X           -     342,275.989 (meters)                     COMP
 CN3335  Y           -  -5,371,994.889 (meters)                     COMP
 CN3335  Z           -   3,409,921.905 (meters)                     COMP
 CN3335  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 CN3335  ELLIP HEIGHT-          61.22  (meters)          (07/29/02) GPS OBS
 CN3335  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CN3335
 CN3335  HORZ ORDER  -  FIRST
 CN3335  ELLP ORDER  -  FOURTH    CLASS I
 CN3335
 CN3335.The horizontal coordinates were established by GPS observations
 CN3335.and adjusted by the National Geodetic Survey in September 1993..
 CN3335
 CN3335.The orthometric height was determined by GPS observations and a
 CN3335.high-resolution geoid model.
 CN3335
 CN3335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3335
 CN3335.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3335
 CN3335.The ellipsoidal height was determined by GPS observations
 CN3335.and is referenced to NAD 83.
 CN3335
 CN3335.The geoid height was determined by GEOID03.
 CN3335
 CN3335;                    North         East     Units Scale Factor Converg.
 CN3335;SPC AL E     -   224,909.694   151,054.544   MT  0.99998953   -0 16 48.5
 CN3335;UTM  16      - 3,599,084.334   560,635.407   MT  0.99964534   +0 20 49.9
 CN3335
 CN3335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3335!SPC AL E     -   0.99999039  x   0.99998953  =   0.99997992
 CN3335!UTM  16      -   0.99999039  x   0.99964534  =   0.99963573
 CN3335
 CN3335                          SUPERSEDED SURVEY CONTROL
 CN3335
 CN3335  ELLIP H (09/27/93)   61.26   (m)                       GP(       ) 4 1
 CN3335
 CN3335.Superseded values are not recommended for survey control.
 CN3335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3335.See file dsdata.txt to determine how the superseded data were derived.
 CN3335
 CN3335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6063599084(NAD 83)
 CN3335_MARKER: DD = SURVEY DISK
 CN3335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3335_SP_SET: CONCRETE POST
 CN3335_STAMPING: 26-19 1992
 CN3335_MARK LOGO: ALHD  
 CN3335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3335+STABILITY: SURFACE MOTION
 CN3335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3335+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3335
 CN3335  HISTORY     - Date     Condition        Report By
 CN3335  HISTORY     - 1992     MONUMENTED       ALHD
 CN3335
 CN3335                          STATION DESCRIPTION
 CN3335
 CN3335'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3335'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3335'ALA 14 AND ALA 143, ABOUT 3.25 MI (5.23 KM) NORTH-NORTHEAST OF
 CN3335'MILLBROOK AND ABOUT 8.65 MI (13.92 KM) WEST OF WETUMPKA.
 CN3335'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 SOUTH
 CN3335'(MILE POST 161.O5 ON ALA 14) NORTH OF MILLBROOK, DRIVE EAST ON ALA 14
 CN3335'AND ALA 143 FOR 0.95 MI (1.53 KM) TO MILE POST 161.95 AND ELMORE
 CN3335'COUNTY ROAD NO. 3 ON THE LEFT, CONTINUE EAST FOR 0.50 MI (0.80 KM) TO
 CN3335'MILE POST 162.45 AN THE STATION ON THE RIGHT.
 CN3335'THE STATION IS 35.4 FT (10.8 M) SOUTH OF THE CENTERLINE OF ALA 14 AND
 CN3335'ALA 143, 39.0 FT (11.9 M) NORTH-NORTHWEST OF THE CENTER OF PAIGE HILL
 CN3335'ROAD, 43.5 FT (13.3 M) WEST OF A TELEPHONE CABLE PEDESTAL, 56.0 FT
 CN3335'(17.1 M) NORTH OF THE CENTER OF A CONCRETE DRIVEWAY ACROSS PAIGE HILL
 CN3335'ROAD, 63.6 FT (19.4 M) NORTH OF MAIL BOX NO. 470 ACROSS PAIGE HILL
 CN3335'ROAD, 88.2 FT (26.9 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO.
 CN3335'16 5 ACROSS PAIGE HILL ROAD, 91.4 FT (27.9 M) WEST-NORTHWEST OF A
 CN3335'TRANSFORMER POWER POLE NO. 4368 ACROSS PAIGE HILL ROAD, 3.1 FT
 CN3335'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3335'GROUND.
 CN3335'STATION 26-20 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3207 ***********************************************************************
 CN3207  DESIGNATION -  26 2
 CN3207  PID         -  CN3207
 CN3207  STATE/COUNTY-  AL/ELMORE
 CN3207  USGS QUAD   -  WETUMPKA (1987)
 CN3207
 CN3207                         *CURRENT SURVEY CONTROL
 CN3207  ___________________________________________________________________
 CN3207* NAD 83(1992)-  32 34 35.96076(N)    086 12 18.06921(W)     ADJUSTED  
 CN3207* NAVD 88     -        65.2    (meters)     214.     (feet)  VERTCON   
 CN3207  ___________________________________________________________________
 CN3207  X           -     356,078.702 (meters)                     COMP
 CN3207  Y           -  -5,368,133.492 (meters)                     COMP
 CN3207  Z           -   3,414,509.315 (meters)                     COMP
 CN3207  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CN3207  ELLIP HEIGHT-          36.53  (meters)          (07/29/02) GPS OBS
 CN3207  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CN3207
 CN3207  HORZ ORDER  -  FIRST
 CN3207  ELLP ORDER  -  FOURTH    CLASS I
 CN3207
 CN3207.The horizontal coordinates were established by GPS observations
 CN3207.and adjusted by the National Geodetic Survey in December 1992..
 CN3207
 CN3207.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3207.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3207
 CN3207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3207
 CN3207.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3207
 CN3207.The ellipsoidal height was determined by GPS observations
 CN3207.and is referenced to NAD 83.
 CN3207
 CN3207.The geoid height was determined by GEOID03.
 CN3207
 CN3207;                    North         East     Units Scale Factor Converg.
 CN3207;SPC AL E     -   230,308.877   165,101.118   MT  0.99997501   -0 12 00.5
 CN3207;UTM  16      - 3,604,635.285   574,617.433   MT  0.99966865   +0 25 41.0
 CN3207
 CN3207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3207!SPC AL E     -   0.99999426  x   0.99997501  =   0.99996927
 CN3207!UTM  16      -   0.99999426  x   0.99966865  =   0.99966292
 CN3207
 CN3207                          SUPERSEDED SURVEY CONTROL
 CN3207
 CN3207  ELLIP H (12/04/92)   36.59   (m)                       GP(       ) 4 1
 CN3207  NAD 83(1986)-  32 34 35.97073(N)    086 12 18.07471(W) AD(       ) 1
 CN3207  NGVD 29 (12/04/92)   65.2    (m)          214.     (f) GPS OBS        
 CN3207
 CN3207.Superseded values are not recommended for survey control.
 CN3207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3207.See file dsdata.txt to determine how the superseded data were derived.
 CN3207
 CN3207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7461704635(NAD 83)
 CN3207_MARKER: DD = SURVEY DISK
 CN3207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3207_SP_SET: CONCRETE POST
 CN3207_STAMPING: 26-2 1991
 CN3207_MARK LOGO: ALHD  
 CN3207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3207+STABILITY: SURFACE MOTION
 CN3207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3207+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3207
 CN3207  HISTORY     - Date     Condition        Report By
 CN3207  HISTORY     - 1991     MONUMENTED       ALHD
 CN3207
 CN3207                          STATION DESCRIPTION
 CN3207
 CN3207'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3207'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3207'OF U. S. 231, ABOUT 2.8 MI (4.5 KM) NORTH OF WETUMPKA AND ABOUT 10.7
 CN3207'MI (17.2 KM) WEST-SOUTHWEST OF ECLECTIC.
 CN3207'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 AND ALA 14 (MILE
 CN3207'POST 165.40 ON U. S. 231) AT A TRAFFIC LIGHT IN WETUMPKA, DRIVE NORTH
 CN3207'ON U. S. 231 FOR 2.15 MI (3.46 KM) TO MILE POST 167.55 AND THE
 CN3207'STATION ON THE LEFT.
 CN3207'THE STATION IS 8.2 FT (2.5 M) NORTHEAST OF A WHITE BOARD FENCE, 115.2
 CN3207'FT (35.1 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 CN3207'U. S 231, 144.7 FT (44.1 M) NORTH OF A TELEPHONE CABLE PEDESTAL, 8.0
 CN3207'FT (2.4 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3207'WITH THE GROUND.
 CN3207'STATION 26-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3336 ***********************************************************************
 CN3336  DESIGNATION -  26 20
 CN3336  PID         -  CN3336
 CN3336  STATE/COUNTY-  AL/ELMORE
 CN3336  USGS QUAD   -  ELMORE (1987)
 CN3336
 CN3336                         *CURRENT SURVEY CONTROL
 CN3336  ___________________________________________________________________
 CN3336* NAD 83(1992)-  32 31 32.11611(N)    086 21 41.02241(W)     ADJUSTED  
 CN3336* NAVD 88     -        90.8    (meters)     298.     (feet)  GPS OBS   
 CN3336  ___________________________________________________________________
 CN3336  X           -     341,621.059 (meters)                     COMP
 CN3336  Y           -  -5,372,148.221 (meters)                     COMP
 CN3336  Z           -   3,409,749.646 (meters)                     COMP
 CN3336  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 CN3336  ELLIP HEIGHT-          62.54  (meters)          (07/29/02) GPS OBS
 CN3336  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CN3336
 CN3336  HORZ ORDER  -  FIRST
 CN3336  ELLP ORDER  -  FOURTH    CLASS I
 CN3336
 CN3336.The horizontal coordinates were established by GPS observations
 CN3336.and adjusted by the National Geodetic Survey in September 1993..
 CN3336
 CN3336.The orthometric height was determined by GPS observations and a
 CN3336.high-resolution geoid model.
 CN3336
 CN3336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3336
 CN3336.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3336
 CN3336.The ellipsoidal height was determined by GPS observations
 CN3336.and is referenced to NAD 83.
 CN3336
 CN3336.The geoid height was determined by GEOID03.
 CN3336
 CN3336;                    North         East     Units Scale Factor Converg.
 CN3336;SPC AL E     -   224,707.819   150,390.207   MT  0.99999034   -0 17 02.2
 CN3336;UTM  16      - 3,598,875.269   559,973.548   MT  0.99964435   +0 20 36.1
 CN3336
 CN3336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3336!SPC AL E     -   0.99999018  x   0.99999034  =   0.99998052
 CN3336!UTM  16      -   0.99999018  x   0.99964435  =   0.99963453
 CN3336
 CN3336                          SUPERSEDED SURVEY CONTROL
 CN3336
 CN3336  ELLIP H (09/27/93)   62.58   (m)                       GP(       ) 4 1
 CN3336
 CN3336.Superseded values are not recommended for survey control.
 CN3336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3336.See file dsdata.txt to determine how the superseded data were derived.
 CN3336
 CN3336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5997498875(NAD 83)
 CN3336_MARKER: DD = SURVEY DISK
 CN3336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3336_SP_SET: CONCRETE POST
 CN3336_STAMPING: 26-20 1992
 CN3336_MARK LOGO: ALHD  
 CN3336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3336+STABILITY: SURFACE MOTION
 CN3336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3336+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3336
 CN3336  HISTORY     - Date     Condition        Report By
 CN3336  HISTORY     - 1992     MONUMENTED       ALHD
 CN3336
 CN3336                          STATION DESCRIPTION
 CN3336
 CN3336'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3336'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3336'ALA 14 AND ALA 143, ABOUT 3.20 MI (5.15 KM) NORTH-NORTHEAST OF
 CN3336'MILLBROOK AND ABOUT 9.15 MI (14.73 KM) WEST OF WETUMPKA.
 CN3336'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 SOUTH
 CN3336'(MILE POST 161.05 ON ALA 14) NORTH OF MILLBROOK, DRIVE EAST ON ALA 14
 CN3336'AND ALA 143 FOR 0.95 MI (1.53 KM) TO MILE POST 161.95 AND ELMORE
 CN3336'COUNTY ROAD NO. 3 ON THE LEFT, CONTINUE EAST FOR 0.10 MI (0.16 KM) TO
 CN3336'MILE POST 162.05 AN THE STATION ON THE LEFT.
 CN3336'THE STATION IS 50.0 FT (15.2 M) NORTHWEST OF THE CENTERLINE OF ALA 14
 CN3336'AND ALA 143, 68.0 FT (20.7 M) NORTH-NORTHWEST OF THE CENTER OF THE
 CN3336'INTERSECTION OF ALA 14, ALA 143 AND A PAVED COUNTY ROAD LEADING EAST,
 CN3336'77.0 FT (23.5 M) NORTHWEST OF A STOP SIGN ACROSS ALA 14 AND ALA 143,
 CN3336'176.6 FT (53.8 M) NORTHEAST OF THE NORTHWEST POST OF A J.F. INGRAM
 CN3336'STATE TECHNICAL INSTITUTION AND FRANK LEE YOUTH CENTER SIGN, 1.9 FT
 CN3336'(0.6 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3336'WITH THE GROUND.
 CN3336'STATION 26-19 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3337 ***********************************************************************
 CN3337  DESIGNATION -  26 21
 CN3337  PID         -  CN3337
 CN3337  STATE/COUNTY-  AL/ELMORE
 CN3337  USGS QUAD   -  ELMORE (1987)
 CN3337
 CN3337                         *CURRENT SURVEY CONTROL
 CN3337  ___________________________________________________________________
 CN3337* NAD 83(1992)-  32 32 12.97414(N)    086 15 36.81366(W)     ADJUSTED  
 CN3337* NAVD 88     -        55.1    (meters)     181.     (feet)  GPS OBS   
 CN3337  ___________________________________________________________________
 CN3337  X           -     351,060.189 (meters)                     COMP
 CN3337  Y           -  -5,370,831.115 (meters)                     COMP
 CN3337  Z           -   3,410,791.529 (meters)                     COMP
 CN3337  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CN3337  ELLIP HEIGHT-          26.73  (meters)          (07/29/02) GPS OBS
 CN3337  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CN3337
 CN3337  HORZ ORDER  -  FIRST
 CN3337  ELLP ORDER  -  FOURTH    CLASS I
 CN3337
 CN3337.The horizontal coordinates were established by GPS observations
 CN3337.and adjusted by the National Geodetic Survey in September 1993..
 CN3337
 CN3337.The orthometric height was determined by GPS observations and a
 CN3337.high-resolution geoid model.
 CN3337
 CN3337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3337
 CN3337.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3337
 CN3337.The ellipsoidal height was determined by GPS observations
 CN3337.and is referenced to NAD 83.
 CN3337
 CN3337.The geoid height was determined by GEOID03.
 CN3337
 CN3337;                    North         East     Units Scale Factor Converg.
 CN3337;SPC AL E     -   225,923.805   159,899.861   MT  0.99997982   -0 13 46.6
 CN3337;UTM  16      - 3,600,194.874   569,466.154   MT  0.99965950   +0 23 52.4
 CN3337
 CN3337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3337!SPC AL E     -   0.99999580  x   0.99997982  =   0.99997562
 CN3337!UTM  16      -   0.99999580  x   0.99965950  =   0.99965530
 CN3337
 CN3337:                Primary Azimuth Mark                     Grid Az
 CN3337:SPC AL E     -  26 22                                    302 54 13.9
 CN3337:UTM  16      -  26 22                                    302 16 34.9
 CN3337
 CN3337|---------------------------------------------------------------------|
 CN3337| PID    Reference Object                     Distance      Geod. Az  |
 CN3337|                                                           dddmmss.s |
 CN3337| CN3338 26 22                               APPROX. 0.5 KM 3024027.3 |
 CN3337|---------------------------------------------------------------------|
 CN3337
 CN3337                          SUPERSEDED SURVEY CONTROL
 CN3337
 CN3337  ELLIP H (09/27/93)   26.77   (m)                       GP(       ) 4 1
 CN3337
 CN3337.Superseded values are not recommended for survey control.
 CN3337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3337.See file dsdata.txt to determine how the superseded data were derived.
 CN3337
 CN3337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6946600195(NAD 83)
 CN3337_MARKER: DD = SURVEY DISK
 CN3337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3337_SP_SET: CONCRETE POST
 CN3337_STAMPING: 26-21 1992
 CN3337_MARK LOGO: ALHD  
 CN3337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3337+STABILITY: SURFACE MOTION
 CN3337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3337+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3337
 CN3337  HISTORY     - Date     Condition        Report By
 CN3337  HISTORY     - 1992     MONUMENTED       ALHD
 CN3337
 CN3337                          STATION DESCRIPTION
 CN3337
 CN3337'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3337'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3337'ALA 14 AND ABOUT 3.10 MI (4.99 KM) WEST OF WETUMPKA AND ABOUT 7.05 MI
 CN3337'(11.35 KM) NORTHEAST OF MILLBROOK.
 CN3337'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 NORTH
 CN3337'(MILE POST 165.25 ON ALA 14) NORTHEAST OF MILLBROOK, DRIVE EAST ON
 CN3337'ALA 14 FOR 3.40 MI (5.47 KM) TO MILE POST 168.65 AN THE STATION ON
 CN3337'THE RIGHT.
 CN3337'THE STATION IS 3.6 FT (1.1 M) NORTH-NORTHEAST OF A HOG WIRE FENCE ON
 CN3337'WOOD POST WITH TWO STRANDS OF BARBED WIRE ON TOP, 55.0 FT (16.8 M)
 CN3337'SOUTH-SOUTHWEST OF THE CENTERLINE OF ALA 14, 77.9 FT (23.7 M)
 CN3337'EAST-SOUTHEAST OF A TELEPHONE CABLE PEDESTAL, 112.3 FT (34.2 M)
 CN3337'EAST-SOUTHEAST OF THE NORTHEAST FENCE CORNER, 126.7 FT (38.6 M)
 CN3337'SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 41, 3.7 FT (1.1 M) NORTHEAST
 CN3337'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3337'STATION 26-22 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3338 ***********************************************************************
 CN3338  DESIGNATION -  26 22
 CN3338  PID         -  CN3338
 CN3338  STATE/COUNTY-  AL/ELMORE
 CN3338  USGS QUAD   -  ELMORE (1987)
 CN3338
 CN3338                         *CURRENT SURVEY CONTROL
 CN3338  ___________________________________________________________________
 CN3338* NAD 83(1992)-  32 32 21.87780(N)    086 15 53.20336(W)     ADJUSTED  
 CN3338* NAVD 88     -        54.6    (meters)     179.     (feet)  GPS OBS   
 CN3338  ___________________________________________________________________
 CN3338  X           -     350,623.787 (meters)                     COMP
 CN3338  Y           -  -5,370,711.364 (meters)                     COMP
 CN3338  Z           -   3,411,022.482 (meters)                     COMP
 CN3338  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CN3338  ELLIP HEIGHT-          26.23  (meters)          (07/29/02) GPS OBS
 CN3338  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CN3338
 CN3338  HORZ ORDER  -  FIRST
 CN3338  ELLP ORDER  -  FOURTH    CLASS I
 CN3338
 CN3338.The horizontal coordinates were established by GPS observations
 CN3338.and adjusted by the National Geodetic Survey in September 1993..
 CN3338
 CN3338.The orthometric height was determined by GPS observations and a
 CN3338.high-resolution geoid model.
 CN3338
 CN3338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3338
 CN3338.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3338
 CN3338.The ellipsoidal height was determined by GPS observations
 CN3338.and is referenced to NAD 83.
 CN3338
 CN3338.The geoid height was determined by GEOID03.
 CN3338
 CN3338;                    North         East     Units Scale Factor Converg.
 CN3338;SPC AL E     -   226,199.793   159,473.312   MT  0.99998024   -0 13 55.4
 CN3338;UTM  16      - 3,600,466.087   569,036.745   MT  0.99965877   +0 23 43.7
 CN3338
 CN3338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3338!SPC AL E     -   0.99999588  x   0.99998024  =   0.99997612
 CN3338!UTM  16      -   0.99999588  x   0.99965877  =   0.99965465
 CN3338
 CN3338:                Primary Azimuth Mark                     Grid Az
 CN3338:SPC AL E     -  26 21                                    122 54 13.9
 CN3338:UTM  16      -  26 21                                    122 16 34.8
 CN3338
 CN3338|---------------------------------------------------------------------|
 CN3338| PID    Reference Object                     Distance      Geod. Az  |
 CN3338|                                                           dddmmss.s |
 CN3338| CN3337 26 21                               APPROX. 0.5 KM 1224018.5 |
 CN3338|---------------------------------------------------------------------|
 CN3338
 CN3338                          SUPERSEDED SURVEY CONTROL
 CN3338
 CN3338  ELLIP H (09/27/93)   26.27   (m)                       GP(       ) 4 1
 CN3338
 CN3338.Superseded values are not recommended for survey control.
 CN3338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3338.See file dsdata.txt to determine how the superseded data were derived.
 CN3338
 CN3338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6903700466(NAD 83)
 CN3338_MARKER: DD = SURVEY DISK
 CN3338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3338_SP_SET: CONCRETE POST
 CN3338_STAMPING: 26-22 1992
 CN3338_MARK LOGO: ALHD  
 CN3338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3338+STABILITY: SURFACE MOTION
 CN3338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3338+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3338
 CN3338  HISTORY     - Date     Condition        Report By
 CN3338  HISTORY     - 1992     MONUMENTED       ALHD
 CN3338
 CN3338                          STATION DESCRIPTION
 CN3338
 CN3338'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3338'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3338'ALA 14, ABOUT 3.55 MI (5.71 KM) WEST OF WETUMPKA AND ABOUT 7.00 MI
 CN3338'(11.27 KM) NORTHEAST OF MILLBROOK.
 CN3338'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 NORTH
 CN3338'(MILE POST 165.25 ON ALA 14) NORTHEAST OF MILLBROOK, DRIVE EAST ON
 CN3338'ALA 14 FOR 3.05 MI (4.91 KM) TO MILE POST 168.30 AND THE STATION ON
 CN3338'THE LEFT.
 CN3338'THE STATION IS 4.3 FT (1.3 M) SOUTHWEST OF A THREE STRAND BARBED WIRE
 CN3338'FENCE ON OLD WOOD POST, 48.2 FT (14.7 M) WEST-NORTHWEST OF AN ORANGE
 CN3338'WARNING FIBEROPTIC CABLE SIGN, 58.0 FT (17.7 M) NORTH-NORTHEAST OF
 CN3338'THE CENTERLINE OF ALA 14, 73.0 FT (22.3 M) NORTH-NORTHEAST OF THE
 CN3338'CENTER OF A PAVED DRIVEWAY ACROSS ALA 14, 3.9 FT (1.2 M) SOUTHWEST OF
 CN3338'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3338'STATION 26-21 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3339 ***********************************************************************
 CN3339  DESIGNATION -  26 23
 CN3339  PID         -  CN3339
 CN3339  STATE/COUNTY-  AL/ELMORE
 CN3339  USGS QUAD   -  CLAUD (1987)
 CN3339
 CN3339                         *CURRENT SURVEY CONTROL
 CN3339  ___________________________________________________________________
 CN3339* NAD 83(1992)-  32 34 33.52308(N)    086 02 45.58141(W)     ADJUSTED  
 CN3339* NAVD 88     -       117.0    (meters)     384.     (feet)  GPS OBS   
 CN3339  ___________________________________________________________________
 CN3339  X           -     370,982.363 (meters)                     COMP
 CN3339  Y           -  -5,367,208.453 (meters)                     COMP
 CN3339  Z           -   3,414,473.959 (meters)                     COMP
 CN3339  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CN3339  ELLIP HEIGHT-          88.39  (meters)          (07/29/02) GPS OBS
 CN3339  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN3339
 CN3339  HORZ ORDER  -  FIRST
 CN3339  ELLP ORDER  -  FOURTH    CLASS I
 CN3339
 CN3339.The horizontal coordinates were established by GPS observations
 CN3339.and adjusted by the National Geodetic Survey in September 1993..
 CN3339
 CN3339.The orthometric height was determined by GPS observations and a
 CN3339.high-resolution geoid model.
 CN3339
 CN3339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3339
 CN3339.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3339
 CN3339.The ellipsoidal height was determined by GPS observations
 CN3339.and is referenced to NAD 83.
 CN3339
 CN3339.The geoid height was determined by GEOID03.
 CN3339
 CN3339;                    North         East     Units Scale Factor Converg.
 CN3339;SPC AL E     -   230,192.791   180,032.361   MT  0.99996491   -0 06 52.2
 CN3339;UTM  16      - 3,604,682.894   589,544.778   MT  0.99969887   +0 30 49.3
 CN3339
 CN3339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3339!SPC AL E     -   0.99998612  x   0.99996491  =   0.99995103
 CN3339!UTM  16      -   0.99998612  x   0.99969887  =   0.99968500
 CN3339
 CN3339                          SUPERSEDED SURVEY CONTROL
 CN3339
 CN3339  ELLIP H (09/27/93)   88.43   (m)                       GP(       ) 4 1
 CN3339
 CN3339.Superseded values are not recommended for survey control.
 CN3339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3339.See file dsdata.txt to determine how the superseded data were derived.
 CN3339
 CN3339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8954504683(NAD 83)
 CN3339_MARKER: DD = SURVEY DISK
 CN3339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3339_SP_SET: CONCRETE POST
 CN3339_STAMPING: 26-23 1992
 CN3339_MARK LOGO: ALHD  
 CN3339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3339+STABILITY: SURFACE MOTION
 CN3339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3339+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3339
 CN3339  HISTORY     - Date     Condition        Report By
 CN3339  HISTORY     - 1992     MONUMENTED       ALHD
 CN3339
 CN3339                          STATION DESCRIPTION
 CN3339
 CN3339'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3339'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3339'ALA 14, ABOUT 9.00 MI (14.48 KM) NORTHWEST OF TALLASSEE AND ABOUT
 CN3339'9.65 MI (15.53 KM) EAST-NORTHEAST OF WETUMPKA.
 CN3339'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 63 (MILE POST
 CN3339'181.30 ON ALA 14, AND MILE POST 0.00 ON ALA 63) IN CLAUD, DRIVE EAST
 CN3339'ON ALA 14 FOR 1.45 MI (2.33 KM) TO MILE POST 182.75 AND THE STATION
 CN3339'ON THE LEFT.
 CN3339'THE STATION IS 3.2 FT (1.0 M) SOUTH-SOUTHWEST OF A SIX STRAND BARBED
 CN3339'WIRE FENCE ON WOOD POST, 38.3 FT (11.7 M) NORTH-NORTHEAST OF THE
 CN3339'CENTERLINE OF ALA 14, 60.7 FT (18.5 M) EAST-SOUTHEAST OF THE SOUTH
 CN3339'CROSS TIE FENCE CORNER, 72.0 FT (21.9 M) EAST-SOUTHEAST OF THE CENTER
 CN3339'OF A GRAVEL DRIVEWAY, 77.0 FT (23.5 M) WEST-NORTHWEST OF A JUNCTION
 CN3339'POWER POLE, 88.3 FT (26.9 M) EAST-SOUTHEAST OF A JUNCTION POWER POLE
 CN3339'NO. 7150 078, 4.0 FT (1.2 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS
 CN3339'POST, AND SET FLUSH WITH THE GROUND.
 CN3339'STATION 26-24 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3340 ***********************************************************************
 CN3340  DESIGNATION -  26 24
 CN3340  PID         -  CN3340
 CN3340  STATE/COUNTY-  AL/ELMORE
 CN3340  USGS QUAD   -  CLAUD (1987)
 CN3340
 CN3340                         *CURRENT SURVEY CONTROL
 CN3340  ___________________________________________________________________
 CN3340* NAD 83(1992)-  32 34 26.98740(N)    086 02 24.14094(W)     ADJUSTED  
 CN3340* NAVD 88     -       112.7    (meters)     370.     (feet)  GPS OBS   
 CN3340  ___________________________________________________________________
 CN3340  X           -     371,547.497 (meters)                     COMP
 CN3340  Y           -  -5,367,274.370 (meters)                     COMP
 CN3340  Z           -   3,414,301.972 (meters)                     COMP
 CN3340  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CN3340  ELLIP HEIGHT-          84.07  (meters)          (07/29/02) GPS OBS
 CN3340  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN3340
 CN3340  HORZ ORDER  -  FIRST
 CN3340  ELLP ORDER  -  FOURTH    CLASS I
 CN3340
 CN3340.The horizontal coordinates were established by GPS observations
 CN3340.and adjusted by the National Geodetic Survey in September 1993..
 CN3340
 CN3340.The orthometric height was determined by GPS observations and a
 CN3340.high-resolution geoid model.
 CN3340
 CN3340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3340
 CN3340.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3340
 CN3340.The ellipsoidal height was determined by GPS observations
 CN3340.and is referenced to NAD 83.
 CN3340
 CN3340.The geoid height was determined by GEOID03.
 CN3340
 CN3340;                    North         East     Units Scale Factor Converg.
 CN3340;SPC AL E     -   229,990.367   180,591.174   MT  0.99996464   -0 06 40.6
 CN3340;UTM  16      - 3,604,486.661   590,105.628   MT  0.99970011   +0 31 00.7
 CN3340
 CN3340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3340!SPC AL E     -   0.99998680  x   0.99996464  =   0.99995144
 CN3340!UTM  16      -   0.99998680  x   0.99970011  =   0.99968691
 CN3340
 CN3340                          SUPERSEDED SURVEY CONTROL
 CN3340
 CN3340  ELLIP H (09/27/93)   84.12   (m)                       GP(       ) 4 1
 CN3340
 CN3340.Superseded values are not recommended for survey control.
 CN3340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3340.See file dsdata.txt to determine how the superseded data were derived.
 CN3340
 CN3340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9010604487(NAD 83)
 CN3340_MARKER: DD = SURVEY DISK
 CN3340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3340_SP_SET: CONCRETE POST
 CN3340_STAMPING: 26-24 1992
 CN3340_MARK LOGO: ALHD  
 CN3340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3340+STABILITY: SURFACE MOTION
 CN3340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3340+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3340
 CN3340  HISTORY     - Date     Condition        Report By
 CN3340  HISTORY     - 1992     MONUMENTED       ALHD
 CN3340
 CN3340                          STATION DESCRIPTION
 CN3340
 CN3340'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3340'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3340'ALA 14, ABOUT 8.60 MI (13.84 KM) NORTHWEST OF TALLASSEE AND ABOUT
 CN3340'10.00 MI (16.09 KM) EAST-NORTHEAST OF WETUMPKA.
 CN3340'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 63 (MILE POST
 CN3340'181.30 ON ALA 14, AND MILE POST 0.00 ON ALA 63) IN CLAUD, DRIVE EAST
 CN3340'ON ALA 14 FOR 1.80 MI (2.90 KM) TO MILE POST 183.10 AN THE STATION ON
 CN3340'THE LEFT
 CN3340'THE STATION IS 43.3 FT (13.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 CN3340'ALA 14, 76.0 FT (23.2 M) EAST-SOUTHEAST OF A WATER METER BOX, 85.0 FT
 CN3340'(25.9 M) NORTH-NORTHEAST OF A FOUR FT CHAIN LINK FENCE ACROSS ALA 14,
 CN3340'91.0 FT (27.7 M) WEST-NORTHWEST OF A JUNCTION POWER POLE, 94.6 FT
 CN3340'(28.8 M) EAST-SOUTHEAST OF A JUNCTION POWER POLE, 122.0 FT (37.2 M)
 CN3340'EAST-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.1 FT (0.6 M)
 CN3340'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3340'GROUND.
 CN3340'STATION 26-23 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3340'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 CN3340'CHARLES OR DOROTHY BUSH, RT. 3 BOX 306, ECLECTIC, AL 36024, (205)
 CN3340'-541-2297
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3341 ***********************************************************************
 CN3341  DESIGNATION -  26 25
 CN3341  PID         -  CN3341
 CN3341  STATE/COUNTY-  AL/ELMORE
 CN3341  USGS QUAD   -  WETUMPKA (1987)
 CN3341
 CN3341                         *CURRENT SURVEY CONTROL
 CN3341  ___________________________________________________________________
 CN3341* NAD 83(1992)-  32 30 23.91612(N)    086 07 41.39861(W)     ADJUSTED  
 CN3341* NAVD 88     -       163.8    (meters)     537.     (feet)  GPS OBS   
 CN3341  ___________________________________________________________________
 CN3341  X           -     363,566.498 (meters)                     COMP
 CN3341  Y           -  -5,371,901.131 (meters)                     COMP
 CN3341  Z           -   3,408,017.248 (meters)                     COMP
 CN3341  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CN3341  ELLIP HEIGHT-         135.39  (meters)          (07/29/02) GPS OBS
 CN3341  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CN3341
 CN3341  HORZ ORDER  -  FIRST
 CN3341  ELLP ORDER  -  FOURTH    CLASS I
 CN3341
 CN3341.The horizontal coordinates were established by GPS observations
 CN3341.and adjusted by the National Geodetic Survey in September 1993..
 CN3341
 CN3341.The orthometric height was determined by GPS observations and a
 CN3341.high-resolution geoid model.
 CN3341
 CN3341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3341
 CN3341.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3341
 CN3341.The ellipsoidal height was determined by GPS observations
 CN3341.and is referenced to NAD 83.
 CN3341
 CN3341.The geoid height was determined by GEOID03.
 CN3341
 CN3341;                    North         East     Units Scale Factor Converg.
 CN3341;SPC AL E     -   222,522.427   172,295.648   MT  0.99996946   -0 09 30.4
 CN3341;UTM  16      - 3,596,930.391   581,894.660   MT  0.99968270   +0 28 06.8
 CN3341
 CN3341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3341!SPC AL E     -   0.99997874  x   0.99996946  =   0.99994820
 CN3341!UTM  16      -   0.99997874  x   0.99968270  =   0.99966145
 CN3341
 CN3341                          SUPERSEDED SURVEY CONTROL
 CN3341
 CN3341  ELLIP H (09/27/93)  135.44   (m)                       GP(       ) 4 1
 CN3341
 CN3341.Superseded values are not recommended for survey control.
 CN3341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3341.See file dsdata.txt to determine how the superseded data were derived.
 CN3341
 CN3341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8189596930(NAD 83)
 CN3341_MARKER: DD = SURVEY DISK
 CN3341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3341_SP_SET: CONCRETE POST
 CN3341_STAMPING: 26-25 1992
 CN3341_MARK LOGO: ALHD  
 CN3341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3341+STABILITY: SURFACE MOTION
 CN3341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3341+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3341
 CN3341  HISTORY     - Date     Condition        Report By
 CN3341  HISTORY     - 1992     MONUMENTED       ALHD
 CN3341
 CN3341                          STATION DESCRIPTION
 CN3341
 CN3341'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3341'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3341'OF ELMORE COUNTY ROAD NO. 59, ABOUT 4.95 MI (7.97 KM) SOUTHEAST OF
 CN3341'WETUMPKA AND ABOUT 10.50 MI (16.90 KM) SOUTHWEST OF ECLECTIC.
 CN3341'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 170 (MILE
 CN3341'POST 174.40 ON ALA 14 AND MILE POST 0.95 ON ALA 170) EAST OF
 CN3341'WETUMPKA, DRIVE EAST ON ALA 14 FOR 1.50 MI (2.41 KM) TO MILE POST
 CN3341'175.90 AND ELMORE COUNTY ROAD NO. 59 ON THE RIGHT, TURN RIGHT AND
 CN3341'DRIVE SOUTH ON ELMORE COUNTY ROAD FOR 3.90 MI (6.28 KM) TO A PAVED
 CN3341'CROSS ROADS WITH ELMORE COUNTY ROAD NO. 8 LEFT AND RIGHT AND ELMORE
 CN3341'COUNTY ROAD NO. 59 AHEAD, CONTINUE SOUTH ON ELMORE COUNTY ROAD NO. 59
 CN3341'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 CN3341'THE STATION IS 12.2 FT (3.7 M) EAST-SOUTHEAST OF A SIX-INCH WOOD POST,
 CN3341'25.5 FT (7.8 M) WEST-SOUTHWEST OF A BLACK MAILBOX RT. 4 NO. 110 A,
 CN3341'40.0 FT (12.2 M) SOUTHWEST OF THE CENTERLINE OF ELMORE COUNTY ROAD
 CN3341'NO. 59, 51.2 FT (15.6 M) SOUTHWEST OF THE CENTER OF A CONCRETE
 CN3341'DRIVEWAY ACROSS ELMORE COUNTY ROAD NO. 59, 92.6 FT (28.2 M) SOUTHEAST
 CN3341'OF A TWENTY FIVE TON WEIGHT LIMIT SIGN, 99.7 FT (30.4 M) WEST OF A
 CN3341'TRANSFORMER POWER POLE NO. 8011350 ACROSS ELMORE COUNTY ROAD NO. 59,
 CN3341'107.2 FT (32.7 M) SOUTH OF A POWER POLE WITH THREE SMALL TRANSFORMERS
 CN3341'MARKED 70L, 3.1 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND
 CN3341'SET FLUSH WITH THE GROUND.
 CN3341'STATION 17 KW 1955 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3342 ***********************************************************************
 CN3342  DESIGNATION -  26 26
 CN3342  PID         -  CN3342
 CN3342  STATE/COUNTY-  AL/ELMORE
 CN3342  USGS QUAD   -  CLAUD (1987)
 CN3342
 CN3342                         *CURRENT SURVEY CONTROL
 CN3342  ___________________________________________________________________
 CN3342* NAD 83(1992)-  32 30 11.54542(N)    086 01 02.14327(W)     ADJUSTED  
 CN3342* NAVD 88     -       135.2    (meters)     444.     (feet)  GPS OBS   
 CN3342  ___________________________________________________________________
 CN3342  X           -     373,976.446 (meters)                     COMP
 CN3342  Y           -  -5,371,367.498 (meters)                     COMP
 CN3342  Z           -   3,407,680.460 (meters)                     COMP
 CN3342  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CN3342  ELLIP HEIGHT-         106.72  (meters)          (07/29/02) GPS OBS
 CN3342  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CN3342
 CN3342  HORZ ORDER  -  FIRST
 CN3342  ELLP ORDER  -  FOURTH    CLASS I
 CN3342
 CN3342.The horizontal coordinates were established by GPS observations
 CN3342.and adjusted by the National Geodetic Survey in September 1993..
 CN3342
 CN3342.The orthometric height was determined by GPS observations and a
 CN3342.high-resolution geoid model.
 CN3342
 CN3342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3342
 CN3342.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3342
 CN3342.The ellipsoidal height was determined by GPS observations
 CN3342.and is referenced to NAD 83.
 CN3342
 CN3342.The geoid height was determined by GEOID03.
 CN3342
 CN3342;                    North         East     Units Scale Factor Converg.
 CN3342;SPC AL E     -   222,117.971   182,716.270   MT  0.99996368   -0 05 55.8
 CN3342;UTM  16      - 3,596,640.066   592,316.241   MT  0.99970509   +0 31 41.2
 CN3342
 CN3342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3342!SPC AL E     -   0.99998324  x   0.99996368  =   0.99994692
 CN3342!UTM  16      -   0.99998324  x   0.99970509  =   0.99968834
 CN3342
 CN3342:                Primary Azimuth Mark                     Grid Az
 CN3342:SPC AL E     -  26 27                                    134 52 15.6
 CN3342:UTM  16      -  26 27                                    134 14 38.6
 CN3342
 CN3342|---------------------------------------------------------------------|
 CN3342| PID    Reference Object                     Distance      Geod. Az  |
 CN3342|                                                           dddmmss.s |
 CN3342| CN3343 26 27                               458.276 METERS 1344619.8 |
 CN3342|---------------------------------------------------------------------|
 CN3342
 CN3342                          SUPERSEDED SURVEY CONTROL
 CN3342
 CN3342  ELLIP H (09/27/93)  106.77   (m)                       GP(       ) 4 1
 CN3342
 CN3342.Superseded values are not recommended for survey control.
 CN3342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3342.See file dsdata.txt to determine how the superseded data were derived.
 CN3342
 CN3342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9231696640(NAD 83)
 CN3342_MARKER: DD = SURVEY DISK
 CN3342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3342_SP_SET: CONCRETE POST
 CN3342_STAMPING: 26-26 1992
 CN3342_MARK LOGO: ALHD  
 CN3342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3342+STABILITY: SURFACE MOTION
 CN3342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3342+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3342
 CN3342  HISTORY     - Date     Condition        Report By
 CN3342  HISTORY     - 1992     MONUMENTED       ALHD
 CN3342
 CN3342                          STATION DESCRIPTION
 CN3342
 CN3342'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3342'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTHEAST RIGHT OF WAY
 CN3342'OF ELMORE COUNTY ROAD NO. 75, ABOUT 7.25 MI (11.67 KM) WEST-SOUTHWEST
 CN3342'OF TALLASSEE AND ABOUT 11.20 MI (18.02 KM) EAST-SOUTHEAST OF
 CN3342'WETUMPKA.
 CN3342'TO REACH THE STATION FROM THE JUNCTION OF ALA 14, ALA 229 AND ELMORE
 CN3342'COUNTY ROAD NO. 8 AT A TRAFFIC LIGHT IN TALLASSEE, (MILE POST 192.75
 CN3342'ON ALA 14 AND MILE POST 11.25 ON ALA 229), DRIVE WEST ON ELMORE
 CN3342'COUNTY ROAD NO. 8 FOR 5.65 MI (9.09 KM) A Y-INTERSECTION WITH ELMORE
 CN3342'COUNTY ROAD NO. 8 ON THE LEFT AND ELMORE COUNTY ROAD NO. 73 STRAIGHT
 CN3342'AHEAD, TURN LEFT ON ELMORE COUNTY ROAD NO.8 AND DRIVE SOUTHWEST FOR
 CN3342'3.20 MI (5.15 KM) TO ELMORE COUNTY ROAD NO. 75 ON THE LEFT AND A
 CN3342'GRAVEL ROAD ON THE RIGHT, TURN LEFT ON ELMORE COUNTY ROAD NO. 75 AND
 CN3342'DRIVE SOUTHEAST FOR 1.20 MI (1.93 KM) TO THE STATION ON THE LEFT.
 CN3342'THE STATION IS 5.2 FT (1.6 M) SOUTHWEST OF A FOUR STRAND BARBED WIRE
 CN3342'FENCE ON WOOD POST, 14.0 FT (4.3 M) SOUTHEAST OF THE CENTER OF A
 CN3342'GRAVEL DRIVEWAY LEADING NORTHEAST INTO A FIELD, 19.6 FT (6.0 M)
 CN3342'SOUTH-SOUTHEAST OF THE NORTHWEST BRACED GATE POST, 30.7 FT (9.4 M)
 CN3342'NORTHEAST OF THE CENTERLINE OF ELMORE COUNTY ROAD NO. 75, 75.0 FT
 CN3342'(22.9 M) NORTH-NORTHEAST OF A TRANSFORMER POWER POLE NO. 4021972
 CN3342'ACROSS ELMORE COUNTY ROAD NO. 75, 95.6 FT (29.1 M) EAST OF THE CENTER
 CN3342'OF AN ALUMINUM GATE ACROSS ELMORE COUNTY ROAD NO. 75, 5.6 FT (1.7 M)
 CN3342'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3342'STATION 26-27 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3343 ***********************************************************************
 CN3343  DESIGNATION -  26 27
 CN3343  PID         -  CN3343
 CN3343  STATE/COUNTY-  AL/ELMORE
 CN3343  USGS QUAD   -  CLAUD (1987)
 CN3343
 CN3343                         *CURRENT SURVEY CONTROL
 CN3343  ___________________________________________________________________
 CN3343* NAD 83(1992)-  32 30 01.06753(N)    086 00 49.68046(W)     ADJUSTED  
 CN3343* NAVD 88     -       134.7    (meters)     442.     (feet)  GPS OBS   
 CN3343  ___________________________________________________________________
 CN3343  X           -     374,313.020 (meters)                     COMP
 CN3343  Y           -  -5,371,517.518 (meters)                     COMP
 CN3343  Z           -   3,407,407.997 (meters)                     COMP
 CN3343  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CN3343  ELLIP HEIGHT-         106.26  (meters)          (07/29/02) GPS OBS
 CN3343  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CN3343
 CN3343  HORZ ORDER  -  FIRST
 CN3343  ELLP ORDER  -  FOURTH    CLASS I
 CN3343
 CN3343.The horizontal coordinates were established by GPS observations
 CN3343.and adjusted by the National Geodetic Survey in September 1993..
 CN3343
 CN3343.The orthometric height was determined by GPS observations and a
 CN3343.high-resolution geoid model.
 CN3343
 CN3343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3343
 CN3343.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3343
 CN3343.The ellipsoidal height was determined by GPS observations
 CN3343.and is referenced to NAD 83.
 CN3343
 CN3343.The geoid height was determined by GEOID03.
 CN3343
 CN3343;                    North         East     Units Scale Factor Converg.
 CN3343;SPC AL E     -   221,794.663   183,041.037   MT  0.99996355   -0 05 49.1
 CN3343;UTM  16      - 3,596,320.413   592,644.442   MT  0.99970584   +0 31 47.7
 CN3343
 CN3343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3343!SPC AL E     -   0.99998332  x   0.99996355  =   0.99994687
 CN3343!UTM  16      -   0.99998332  x   0.99970584  =   0.99968916
 CN3343
 CN3343:                Primary Azimuth Mark                     Grid Az
 CN3343:SPC AL E     -  26 26                                    314 52 15.6
 CN3343:UTM  16      -  26 26                                    314 14 38.8
 CN3343
 CN3343|---------------------------------------------------------------------|
 CN3343| PID    Reference Object                     Distance      Geod. Az  |
 CN3343|                                                           dddmmss.s |
 CN3343| CN3342 26 26                               458.276 METERS 3144626.5 |
 CN3343|---------------------------------------------------------------------|
 CN3343
 CN3343                          SUPERSEDED SURVEY CONTROL
 CN3343
 CN3343  ELLIP H (09/27/93)  106.31   (m)                       GP(       ) 4 1
 CN3343
 CN3343.Superseded values are not recommended for survey control.
 CN3343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3343.See file dsdata.txt to determine how the superseded data were derived.
 CN3343
 CN3343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9264496320(NAD 83)
 CN3343_MARKER: DD = SURVEY DISK
 CN3343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3343_SP_SET: CONCRETE POST
 CN3343_STAMPING: 26-27 1992
 CN3343_MARK LOGO: ALHD  
 CN3343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3343+STABILITY: SURFACE MOTION
 CN3343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3343+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3343
 CN3343  HISTORY     - Date     Condition        Report By
 CN3343  HISTORY     - 1992     MONUMENTED       ALHD
 CN3343
 CN3343                          STATION DESCRIPTION
 CN3343
 CN3343'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3343'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3343'OF ELMORE COUNTY ROAD NO. 75, ABOUT 7.20 MI (11.59 KM) WEST-SOUTHWEST
 CN3343'OF TALLASSEE AND ABOUT 11.45 MI (18.43 KM) EAST-SOUTHEAST OF
 CN3343'WETUMPKA.
 CN3343'TO REACH THE STATION FROM THE JUNCTION OF ALA 14, ALA 229 AND ELMORE
 CN3343'COUNTY ROAD NO. 8 AT A TRAFFIC LIGHT IN TALLASSEE, (MILE POST 192.75
 CN3343'ON ALA 14 AND MILE POST 11.25 ON ALA 229), DRIVE WEST ON ELMORE
 CN3343'COUNTY ROAD NO. 8 FOR 5.65 MI (9.09 KM) A Y-INTERSECTION WITH ELMORE
 CN3343'COUNTY ROAD NO. 8 ON THE LEFT AND ELMORE COUNTY ROAD NO. 73 STRAIGHT
 CN3343'AHEAD, TURN LEFT ON ELMORE COUNTY ROAD NO.8 AND DRIVE SOUTHWEST FOR
 CN3343'3.20 MI (5.15 KM) TO ELMORE COUNTY ROAD NO. 75 ON THE LEFT AND A
 CN3343'GRAVEL ROAD ON THE RIGHT, TURN LEFT ON ELMORE COUNTY ROAD NO. 75 AND
 CN3343'DRIVE SOUTHEAST FOR 1.50 MI (2.41 KM) TO THE STATION ON THE RIGHT.
 CN3343'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE
 CN3343'FENCE ON WOOD AND STEEL POST, 27.3 FT (8.3 M) SOUTHWEST OF THE
 CN3343'CENTERLINE OF ELMORE COUNTY ROAD NO. 75, 33.8 FT (10.3 M)
 CN3343'EAST-SOUTHEAST OF THE EAST ONE OF TWO BRACED POSTS, 83.0 FT (25.3 M)
 CN3343'WEST-NORTHWEST OF A CURVE RIGHT SIGN, 202.0 FT (61.6 M) NORTHWEST OF A
 CN3343'TELEPHONE CABLE PEDESTAL NO. R 220 275, 3.4 FT (1.0 M) NORTHEAST OF A
 CN3343'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3343'STATION 26-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2444 ***********************************************************************
 CM2444  DESIGNATION -  26 28
 CM2444  PID         -  CM2444
 CM2444  STATE/COUNTY-  AL/ELMORE
 CM2444  USGS QUAD   -  TALLASSEE (1983)
 CM2444
 CM2444                         *CURRENT SURVEY CONTROL
 CM2444  ___________________________________________________________________
 CM2444* NAD 83(1992)-  32 33 07.85939(N)    085 56 08.71331(W)     ADJUSTED  
 CM2444* NAVD 88     -       148.5    (meters)     487.     (feet)  GPS OBS   
 CM2444  ___________________________________________________________________
 CM2444  X           -     381,411.107 (meters)                     COMP
 CM2444  Y           -  -5,367,927.974 (meters)                     COMP
 CM2444  Z           -   3,412,266.878 (meters)                     COMP
 CM2444  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CM2444  ELLIP HEIGHT-         119.87  (meters)          (07/29/02) GPS OBS
 CM2444  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CM2444
 CM2444  HORZ ORDER  -  FIRST
 CM2444  ELLP ORDER  -  FOURTH    CLASS I
 CM2444
 CM2444.The horizontal coordinates were established by GPS observations
 CM2444.and adjusted by the National Geodetic Survey in September 1993..
 CM2444
 CM2444.The orthometric height was determined by GPS observations and a
 CM2444.high-resolution geoid model.
 CM2444
 CM2444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2444
 CM2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2444
 CM2444.The ellipsoidal height was determined by GPS observations
 CM2444.and is referenced to NAD 83.
 CM2444
 CM2444.The geoid height was determined by GEOID03.
 CM2444
 CM2444;                    North         East     Units Scale Factor Converg.
 CM2444;SPC AL E     -   227,538.731   190,380.811   MT  0.99996114   -0 03 18.4
 CM2444;UTM  16      - 3,602,143.056   599,919.080   MT  0.99972311   +0 34 21.7
 CM2444
 CM2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2444!SPC AL E     -   0.99998118  x   0.99996114  =   0.99994232
 CM2444!UTM  16      -   0.99998118  x   0.99972311  =   0.99970429
 CM2444
 CM2444:                Primary Azimuth Mark                     Grid Az
 CM2444:SPC AL E     -  26 29                                    357 39 18.3
 CM2444:UTM  16      -  26 29                                    357 01 38.2
 CM2444
 CM2444|---------------------------------------------------------------------|
 CM2444| PID    Reference Object                     Distance      Geod. Az  |
 CM2444|                                                           dddmmss.s |
 CM2444| CM2445 26 29                               APPROX. 0.6 KM 3573559.9 |
 CM2444|---------------------------------------------------------------------|
 CM2444
 CM2444                          SUPERSEDED SURVEY CONTROL
 CM2444
 CM2444  ELLIP H (09/27/93)  119.92   (m)                       GP(       ) 4 1
 CM2444
 CM2444.Superseded values are not recommended for survey control.
 CM2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2444.See file dsdata.txt to determine how the superseded data were derived.
 CM2444
 CM2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9991902143(NAD 83)
 CM2444_MARKER: DD = SURVEY DISK
 CM2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2444_SP_SET: CONCRETE POST
 CM2444_STAMPING: 26-28 1992
 CM2444_MARK LOGO: ALHD  
 CM2444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2444+STABILITY: SURFACE MOTION
 CM2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2444+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2444
 CM2444  HISTORY     - Date     Condition        Report By
 CM2444  HISTORY     - 1992     MONUMENTED       ALHD
 CM2444
 CM2444                          STATION DESCRIPTION
 CM2444
 CM2444'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2444'THE STATION IS LOCATED IN ELMORE COUNTY ON THE EAST RIGHT OF WAY OF
 CM2444'ELMORE COUNTY ROAD NO. 149, ABOUT 2.30 MI (3.70 KM) NORTHWEST OF
 CM2444'TALLASSEE AND ABOUT 8.15 MI (13.12 KM) SOUTHEAST OF ECLECTIC.
 CM2444'TO REACH THE STATION FROM THE JUNCTION OF ALA 14, ALA 229 AND ELMORE
 CM2444'COUNTY ROAD NO. 8 AT A TRAFFIC LIGHT IN TALLASSEE, (MILE POST 192.75
 CM2444'ON ALA 14 AND MILE POST 11.25 ON ALA 229), DRIVE EAST ON ALA 14 AND
 CM2444'ALA 229 FOR 2.30 MI (3.70 KM) TO ELMORE COUNTY ROAD NO. 154 ON THE
 CM2444'LEFT, TURN LEFT ON ELMORE COUNTY ROAD NO. 154 AND DRIVE EAST FOR 0.50
 CM2444'MI (0.80 KM) TO ELMORE COUNTY ROAD NO. 149 ON THE LEFT, TURN LEFT ON
 CM2444'ELMORE COUNTY ROAD NO. 149 AND DRIVE SOUTH FOR 0.45 MI (0.72 KM) TO
 CM2444'THE STATION ON THE LEFT.
 CM2444'THE STATION IS 7.2 FT (2.2 M) WEST OF A ONE STRAND ELECTRIC BARBED
 CM2444'WIRE FENCE ON STEEL POST, 39.0 FT (11.9 M) EAST OF THE CENTERLINE OF
 CM2444'ELMORE COUNTY ROAD NO. 149, 146.1 FT (44.5 M) SOUTH OF A POWER POLE,
 CM2444'3.8 FT (1.2 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CM2444'THE GROUND.
 CM2444'STATION 26-29 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2445 ***********************************************************************
 CM2445  DESIGNATION -  26 29
 CM2445  PID         -  CM2445
 CM2445  STATE/COUNTY-  AL/ELMORE
 CM2445  USGS QUAD   -  TALLASSEE (1983)
 CM2445
 CM2445                         *CURRENT SURVEY CONTROL
 CM2445  ___________________________________________________________________
 CM2445* NAD 83(1992)-  32 33 26.63146(N)    085 56 09.64235(W)     ADJUSTED  
 CM2445* NAVD 88     -       147.3    (meters)     483.     (feet)  GPS OBS   
 CM2445  ___________________________________________________________________
 CM2445  X           -     381,364.807 (meters)                     COMP
 CM2445  Y           -  -5,367,618.325 (meters)                     COMP
 CM2445  Z           -   3,412,753.671 (meters)                     COMP
 CM2445  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CM2445  ELLIP HEIGHT-         118.71  (meters)          (07/29/02) GPS OBS
 CM2445  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CM2445
 CM2445  HORZ ORDER  -  FIRST
 CM2445  ELLP ORDER  -  FOURTH    CLASS I
 CM2445
 CM2445.The horizontal coordinates were established by GPS observations
 CM2445.and adjusted by the National Geodetic Survey in September 1993..
 CM2445
 CM2445.The orthometric height was determined by GPS observations and a
 CM2445.high-resolution geoid model.
 CM2445
 CM2445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2445
 CM2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2445
 CM2445.The ellipsoidal height was determined by GPS observations
 CM2445.and is referenced to NAD 83.
 CM2445
 CM2445.The geoid height was determined by GEOID03.
 CM2445
 CM2445;                    North         East     Units Scale Factor Converg.
 CM2445;SPC AL E     -   228,116.998   190,357.131   MT  0.99996115   -0 03 18.9
 CM2445;UTM  16      - 3,602,720.891   599,889.072   MT  0.99972304   +0 34 21.5
 CM2445
 CM2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2445!SPC AL E     -   0.99998136  x   0.99996115  =   0.99994251
 CM2445!UTM  16      -   0.99998136  x   0.99972304  =   0.99970441
 CM2445
 CM2445:                Primary Azimuth Mark                     Grid Az
 CM2445:SPC AL E     -  26 28                                    177 39 18.3
 CM2445:UTM  16      -  26 28                                    177 01 37.9
 CM2445
 CM2445|---------------------------------------------------------------------|
 CM2445| PID    Reference Object                     Distance      Geod. Az  |
 CM2445|                                                           dddmmss.s |
 CM2445| CM2444 26 28                               APPROX. 0.6 KM 1773559.4 |
 CM2445|---------------------------------------------------------------------|
 CM2445
 CM2445                          SUPERSEDED SURVEY CONTROL
 CM2445
 CM2445  ELLIP H (09/27/93)  118.76   (m)                       GP(       ) 4 1
 CM2445
 CM2445.Superseded values are not recommended for survey control.
 CM2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2445.See file dsdata.txt to determine how the superseded data were derived.
 CM2445
 CM2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9988902721(NAD 83)
 CM2445_MARKER: DD = SURVEY DISK
 CM2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2445_SP_SET: CONCRETE POST
 CM2445_STAMPING: 26-29 1992
 CM2445_MARK LOGO: ALHD  
 CM2445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2445+STABILITY: SURFACE MOTION
 CM2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2445+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 CM2445
 CM2445  HISTORY     - Date     Condition        Report By
 CM2445  HISTORY     - 1992     MONUMENTED       ALHD
 CM2445  HISTORY     - 20030308 GOOD             JCLS
 CM2445  HISTORY     - 20040901 GOOD             JCLS
 CM2445
 CM2445                          STATION DESCRIPTION
 CM2445
 CM2445'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2445'THE STATION IS LOCATED IN ELMORE COUNTY ON THE WEST RIGHT OF WAY OF
 CM2445'ELMORE COUNTY ROAD NO. 149, ABOUT 2.60 MI (4.18 KM) NORTHWEST OF
 CM2445'TALLASSEE AND ABOUT 7.85 MI (12.63 KM) SOUTHEAST OF ECLECTIC.
 CM2445'TO REACH THE STATION FROM THE JUNCTION OF ALA 14, ALA 229 AND ELMORE
 CM2445'COUNTY ROAD NO. 8 AT A TRAFFIC LIGHT IN TALLASSEE, (MILE POST 192.75
 CM2445'ON ALA 14 AND MILE POST 11.25 ON ALA 229), DRIVE EAST ON ALA 14 AND
 CM2445'ALA 229 FOR 2.30 MI (3.70 KM) TO ELMORE COUNTY ROAD NO. 154 ON THE
 CM2445'LEFT, TURN LEFT ON ELMORE COUNTY ROAD NO. 154 AND DRIVE EAST FOR 0.50
 CM2445'MI (0.80 KM) TO ELMORE COUNTY ROAD NO. 149 ON THE LEFT, TURN LEFT ON
 CM2445'ELMORE COUNTY ROAD NO. 149 AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO
 CM2445'THE STATION ON THE RIGHT.
 CM2445'THE STATION IS 3.0 FT (0.9 M) EAST OF A HOG WIRE FENCE ON STEEL POST
 CM2445'WITH FOUR STRANDS OF BARBED WIRE ATTACHED, 37.7 FT (11.5 M) WEST OF
 CM2445'THE CENTERLINE OF ELMORE COUNTY ROAD NO. 149, 174.0 FT (53.0 M) SOUTH
 CM2445'OF THE SOUTH GATE POST AT THE ENTRANCE TO A SALVAGE YARD, 188.0 FT
 CM2445'(57.3 M) SOUTH OF THE CENTER OF A DRIVEWAY INTO A SAVAGE YARD, 3.2 FT
 CM2445'(1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2445'GROUND.
 CM2445'STATION 26-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION
 CM2445
 CM2445                          STATION RECOVERY (2003)
 CM2445
 CM2445'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CM2445'RECOVERED IN GOOD CONDITION.
 CM2445
 CM2445                          STATION RECOVERY (2004)
 CM2445
 CM2445'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CM2445'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3208 ***********************************************************************
 CN3208  DESIGNATION -  26 3
 CN3208  PID         -  CN3208
 CN3208  STATE/COUNTY-  AL/ELMORE
 CN3208  USGS QUAD   -  ECLECTIC (1984)
 CN3208
 CN3208                         *CURRENT SURVEY CONTROL
 CN3208  ___________________________________________________________________
 CN3208* NAD 83(1992)-  32 42 11.86296(N)    086 00 15.47641(W)     ADJUSTED  
 CN3208* NAVD 88     -       192.0    (meters)     630.     (feet)  VERTCON   
 CN3208  ___________________________________________________________________
 CN3208  X           -     374,361.865 (meters)                     COMP
 CN3208  Y           -  -5,359,402.838 (meters)                     COMP
 CN3208  Z           -   3,426,403.872 (meters)                     COMP
 CN3208  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 CN3208  ELLIP HEIGHT-         162.96  (meters)          (07/29/02) GPS OBS
 CN3208  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN3208
 CN3208  HORZ ORDER  -  FIRST
 CN3208  ELLP ORDER  -  FOURTH    CLASS I
 CN3208
 CN3208.The horizontal coordinates were established by GPS observations
 CN3208.and adjusted by the National Geodetic Survey in December 1992..
 CN3208
 CN3208.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3208.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3208
 CN3208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3208
 CN3208.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3208
 CN3208.The ellipsoidal height was determined by GPS observations
 CN3208.and is referenced to NAD 83.
 CN3208
 CN3208.The geoid height was determined by GEOID03.
 CN3208
 CN3208;                    North         East     Units Scale Factor Converg.
 CN3208;SPC AL E     -   244,304.364   183,970.077   MT  0.99996317   -0 05 32.5
 CN3208;UTM  16      - 3,618,833.171   593,326.285   MT  0.99970740   +0 32 16.8
 CN3208
 CN3208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3208!SPC AL E     -   0.99997441  x   0.99996317  =   0.99993759
 CN3208!UTM  16      -   0.99997441  x   0.99970740  =   0.99968182
 CN3208
 CN3208:                Primary Azimuth Mark                     Grid Az
 CN3208:SPC AL E     -  26 4                                     040 27 57.2
 CN3208:UTM  16      -  26 4                                     039 50 07.9
 CN3208
 CN3208|---------------------------------------------------------------------|
 CN3208| PID    Reference Object                     Distance      Geod. Az  |
 CN3208|                                                           dddmmss.s |
 CN3208| CN3209 26 4                                APPROX. 0.5 KM 0402224.7 |
 CN3208|---------------------------------------------------------------------|
 CN3208
 CN3208                          SUPERSEDED SURVEY CONTROL
 CN3208
 CN3208  ELLIP H (12/04/92)  163.01   (m)                       GP(       ) 4 1
 CN3208  NAD 83(1986)-  32 42 11.86965(N)    086 00 15.47766(W) AD(       ) 1
 CN3208  NGVD 29 (12/04/92)  191.9    (m)          630.     (f) GPS OBS        
 CN3208
 CN3208.Superseded values are not recommended for survey control.
 CN3208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3208.See file dsdata.txt to determine how the superseded data were derived.
 CN3208
 CN3208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9332618833(NAD 83)
 CN3208_MARKER: DD = SURVEY DISK
 CN3208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3208_SP_SET: CONCRETE POST
 CN3208_STAMPING: 26-3 1991
 CN3208_MARK LOGO: ALHD  
 CN3208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3208+STABILITY: SURFACE MOTION
 CN3208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3208+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2002
 CN3208
 CN3208  HISTORY     - Date     Condition        Report By
 CN3208  HISTORY     - 1991     MONUMENTED       ALHD
 CN3208  HISTORY     - 20020225 GOOD             ALHD
 CN3208
 CN3208                          STATION DESCRIPTION
 CN3208
 CN3208'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3208'THE STATION IS LOCATED IN ELMORE COUNTY ON THE WEST RIGHT OF WAY OF
 CN3208'ALA 63, ABOUT 5.0 MI (8.0 KM) NORTH-NORTHEAST OF ECLECTIC AND ABOUT
 CN3208'16.4 MI (26.4 KM) NORTHEAST OF WETUMPKA.
 CN3208'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 63 (MILE POST
 CN3208'0 ON ALA 63) ABOUT 7.8 MI (12.6 KM) EAST OF WETUMPKA, DRIVE NORTH ON
 CN3208'ALA 63 FOR 10.90 MI (17.54 KM) TO MILE POST 10.90 AND THE STATION ON
 CN3208'THE LEFT.
 CN3208'THE STATION IS 3.3 FT (1.0 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 CN3208'ON CROSS TIE AND STEEL POSTS, 35.5 FT (10.8 M) WEST OF THE CENTERLINE
 CN3208'OF ALA 63, 89.6 FT (27.3 M) SOUTHEAST OF A POWER POLE IN A PASTURE,
 CN3208'2.7 FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CN3208'THE GROUND.
 CN3208'STATION 26-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3208
 CN3208                          STATION RECOVERY (2002)
 CN3208
 CN3208'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2446 ***********************************************************************
 CM2446  DESIGNATION -  26 30
 CM2446  PID         -  CM2446
 CM2446  STATE/COUNTY-  AL/ELMORE
 CM2446  USGS QUAD   -  TALLASSEE (1983)
 CM2446
 CM2446                         *CURRENT SURVEY CONTROL
 CM2446  ___________________________________________________________________
 CM2446* NAD 83(1992)-  32 37 10.35648(N)    085 57 26.31250(W)     ADJUSTED  
 CM2446* NAVD 88     -       177.1    (meters)     581.     (feet)  GPS OBS   
 CM2446  ___________________________________________________________________
 CM2446  X           -     379,109.657 (meters)                     COMP
 CM2446  Y           -  -5,364,081.774 (meters)                     COMP
 CM2446  Z           -   3,418,576.466 (meters)                     COMP
 CM2446  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 CM2446  ELLIP HEIGHT-         148.26  (meters)          (07/29/02) GPS OBS
 CM2446  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CM2446
 CM2446  HORZ ORDER  -  FIRST
 CM2446  ELLP ORDER  -  FOURTH    CLASS I
 CM2446
 CM2446.The horizontal coordinates were established by GPS observations
 CM2446.and adjusted by the National Geodetic Survey in September 1993..
 CM2446
 CM2446.The orthometric height was determined by GPS observations and a
 CM2446.high-resolution geoid model.
 CM2446
 CM2446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2446
 CM2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2446
 CM2446.The ellipsoidal height was determined by GPS observations
 CM2446.and is referenced to NAD 83.
 CM2446
 CM2446.The geoid height was determined by GEOID03.
 CM2446
 CM2446;                    North         East     Units Scale Factor Converg.
 CM2446;SPC AL E     -   235,010.655   188,365.065   MT  0.99996167   -0 04 00.6
 CM2446;UTM  16      - 3,609,590.630   597,822.017   MT  0.99971799   +0 33 43.6
 CM2446
 CM2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2446!SPC AL E     -   0.99997672  x   0.99996167  =   0.99993839
 CM2446!UTM  16      -   0.99997672  x   0.99971799  =   0.99969472
 CM2446
 CM2446:                Primary Azimuth Mark                     Grid Az
 CM2446:SPC AL E     -  26 31                                    096 06 07.4
 CM2446:UTM  16      -  26 31                                    095 28 23.2
 CM2446
 CM2446|---------------------------------------------------------------------|
 CM2446| PID    Reference Object                     Distance      Geod. Az  |
 CM2446|                                                           dddmmss.s |
 CM2446| CM2447 26 31                               480.703 METERS 0960206.8 |
 CM2446|---------------------------------------------------------------------|
 CM2446
 CM2446                          SUPERSEDED SURVEY CONTROL
 CM2446
 CM2446  ELLIP H (09/27/93)  148.31   (m)                       GP(       ) 4 1
 CM2446
 CM2446.Superseded values are not recommended for survey control.
 CM2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2446.See file dsdata.txt to determine how the superseded data were derived.
 CM2446
 CM2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9782209591(NAD 83)
 CM2446_MARKER: DD = SURVEY DISK
 CM2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2446_SP_SET: CONCRETE POST
 CM2446_STAMPING: 26-30 1992
 CM2446_MARK LOGO: ALHD  
 CM2446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2446+STABILITY: SURFACE MOTION
 CM2446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2446+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 CM2446
 CM2446  HISTORY     - Date     Condition        Report By
 CM2446  HISTORY     - 1992     MONUMENTED       ALHD
 CM2446  HISTORY     - 20020225 GOOD             ALHD
 CM2446  HISTORY     - 20060901 GOOD             AEROTE
 CM2446
 CM2446                          STATION DESCRIPTION
 CM2446
 CM2446'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2446'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2446'ELMORE COUNTY ROAD NO. 44, ABOUT 4.80 MI (7.72 KM) EAST-SOUTHEAST OF
 CM2446'ECLECTIC AND ABOUT 6.45 MI (10.38 KM) NORTH-NORTHWEST OF TALLASSEE.
 CM2446'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 229 (MILE
 CM2446'POST 189.25 ON ALA 14 AND MILE POST 14.85 ON ALA 229) IN BURLINGTON,
 CM2446'DRIVE NORTH ON ALA 229 FOR 3.45 MI (5.55 KM) TO MILE POST 18.30 AND A
 CM2446'FOUR WAY STOP WITH ELMORE COUNTY ROAD NO. 44 LEFT AND RIGHT AT KENT,
 CM2446'TURN LEFT ON ELMORE COUNTY ROAD NO. 44 AND DRIVE WEST 0.50 MI
 CM2446'(0.80 KM) TO THE STATION ON THE LEFT.
 CM2446'THE STATION IS 3.2 FT (1.0 M) NORTH OF A HOG WIRE FENCE ON WOOD POST
 CM2446'WITH ONE STRAND OF BARBED WIRE ATTACHED, 36.5 FT (11.1 M) SOUTH OF
 CM2446'THE CENTERLINE OF ELMORE COUNTY ROAD NO. 44, 53.3 FT (16.2 M) EAST OF
 CM2446'A TELEPHONE POLE, 3.1 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST,
 CM2446'AND SET FLUSH WITH THE GROUND.
 CM2446'STATION 26-31 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2446
 CM2446                          STATION RECOVERY (2002)
 CM2446
 CM2446'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CM2446'RECOVERED IN GOOD CONDITION.
 CM2446
 CM2446                          STATION RECOVERY (2006)
 CM2446
 CM2446'RECOVERY NOTE BY AEROTEC 2006 (JBB)
 CM2446'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2447 ***********************************************************************
 CM2447  DESIGNATION -  26 31
 CM2447  PID         -  CM2447
 CM2447  STATE/COUNTY-  AL/ELMORE
 CM2447  USGS QUAD   -  TALLASSEE (1983)
 CM2447
 CM2447                         *CURRENT SURVEY CONTROL
 CM2447  ___________________________________________________________________
 CM2447* NAD 83(1992)-  32 37 08.71543(N)    085 57 07.97589(W)     ADJUSTED  
 CM2447* NAVD 88     -       168.7    (meters)     553.     (feet)  GPS OBS   
 CM2447  ___________________________________________________________________
 CM2447  X           -     379,587.941 (meters)                     COMP
 CM2447  Y           -  -5,364,068.218 (meters)                     COMP
 CM2447  Z           -   3,418,529.385 (meters)                     COMP
 CM2447  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CM2447  ELLIP HEIGHT-         139.91  (meters)          (07/29/02) GPS OBS
 CM2447  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CM2447
 CM2447  HORZ ORDER  -  FIRST
 CM2447  ELLP ORDER  -  FOURTH    CLASS I
 CM2447
 CM2447.The horizontal coordinates were established by GPS observations
 CM2447.and adjusted by the National Geodetic Survey in September 1993..
 CM2447
 CM2447.The orthometric height was determined by GPS observations and a
 CM2447.high-resolution geoid model.
 CM2447
 CM2447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2447
 CM2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2447
 CM2447.The ellipsoidal height was determined by GPS observations
 CM2447.and is referenced to NAD 83.
 CM2447
 CM2447.The geoid height was determined by GEOID03.
 CM2447
 CM2447;                    North         East     Units Scale Factor Converg.
 CM2447;SPC AL E     -   234,959.558   188,843.027   MT  0.99996153   -0 03 50.7
 CM2447;UTM  16      - 3,609,544.794   598,300.394   MT  0.99971915   +0 33 53.5
 CM2447
 CM2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2447!SPC AL E     -   0.99997803  x   0.99996153  =   0.99993956
 CM2447!UTM  16      -   0.99997803  x   0.99971915  =   0.99969719
 CM2447
 CM2447:                Primary Azimuth Mark                     Grid Az
 CM2447:SPC AL E     -  26 30                                    276 06 07.3
 CM2447:UTM  16      -  26 30                                    275 28 23.1
 CM2447
 CM2447|---------------------------------------------------------------------|
 CM2447| PID    Reference Object                     Distance      Geod. Az  |
 CM2447|                                                           dddmmss.s |
 CM2447| CM2446 26 30                               480.703 METERS 2760216.6 |
 CM2447|---------------------------------------------------------------------|
 CM2447
 CM2447                          SUPERSEDED SURVEY CONTROL
 CM2447
 CM2447  ELLIP H (09/27/93)  139.97   (m)                       GP(       ) 4 1
 CM2447
 CM2447.Superseded values are not recommended for survey control.
 CM2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2447.See file dsdata.txt to determine how the superseded data were derived.
 CM2447
 CM2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9830009545(NAD 83)
 CM2447_MARKER: DD = SURVEY DISK
 CM2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2447_SP_SET: CONCRETE POST
 CM2447_STAMPING: 26-31 1992
 CM2447_MARK LOGO: ALHD  
 CM2447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2447+STABILITY: SURFACE MOTION
 CM2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2447+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2002
 CM2447
 CM2447  HISTORY     - Date     Condition        Report By
 CM2447  HISTORY     - 1992     MONUMENTED       ALHD
 CM2447  HISTORY     - 20020225 GOOD             ALHD
 CM2447
 CM2447                          STATION DESCRIPTION
 CM2447
 CM2447'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2447'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CM2447'ELMORE COUNTY ROAD NO. 44, ABOUT 5.00 MI (8.05 KM) EAST-SOUTHEAST OF
 CM2447'ECLECTIC AND ABOUT 6.50 MI (10.46 KM) NORTH-NORTHWEST OF TALLASSEE.
 CM2447'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 229 (MILE
 CM2447'POST 189.25 ON ALA 14 AND MILE POST 14.85 ON ALA 229) IN BURLINGTON,
 CM2447'DRIVE NORTH ON ALA 229 FOR 3.45 MI (5.55 KM) TO MILE POST 18.30 AND A
 CM2447'FOUR WAY STOP WITH ELMORE COUNTY ROAD NO. 44 LEFT AND RIGHT AT KENT,
 CM2447'TURN LEFT ON ELMORE COUNTY ROAD NO. 44 AND DRIVE WEST FOR 0.20 MI
 CM2447'(0.32 KM) TO THE STATION ON THE RIGHT.
 CM2447'THE STATION IS 38.0 FT (11.6 M) NORTH OF THE CENTERLINE OF ELMORE
 CM2447'COUNTY ROAD NO. 44, 71.4 FT (21.8 M) NORTH OF TELEPHONE POLE NO. 287
 CM2447'ACROSS ELMORE COUNTY ROAD NO. 44, 78.5 FT (23.9 M) EAST OF A UNION 76
 CM2447'SIGN AT THE RED AND WHITE GROCERY, 100.0 FT (30.5 M) EAST OF THE
 CM2447'CENTER OF THE EAST PAVED DRIVEWAY TO RED AND WHITE GROCERY, 110.3 FT
 CM2447'(33.6 M) WEST OF A WATER METER, 126.0 FT (38.4 M) WEST OF THE CENTER
 CM2447'OF A GRAVEL DRIVEWAY, 153.0 FT (46.6 M) SOUTHEAST OF THE EAST CORNER
 CM2447'OF THE RED AND WHITE GROCERY STORE BUILDING, 2.0 FT (0.6 M) SOUTH OF
 CM2447'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2447'STATION 26-30 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2447
 CM2447                          STATION RECOVERY (2002)
 CM2447
 CM2447'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CM2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3344 ***********************************************************************
 CN3344  DESIGNATION -  26 32
 CN3344  PID         -  CN3344
 CN3344  STATE/COUNTY-  AL/ELMORE
 CN3344  USGS QUAD   -  ECLECTIC (1984)
 CN3344
 CN3344                         *CURRENT SURVEY CONTROL
 CN3344  ___________________________________________________________________
 CN3344* NAD 83(1992)-  32 42 39.36100(N)    086 06 07.29580(W)     ADJUSTED  
 CN3344* NAVD 88     -       205.7    (meters)     675.     (feet)  GPS OBS   
 CN3344  ___________________________________________________________________
 CN3344  X           -     365,189.634 (meters)                     COMP
 CN3344  Y           -  -5,359,588.508 (meters)                     COMP
 CN3344  Z           -   3,427,124.135 (meters)                     COMP
 CN3344  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 CN3344  ELLIP HEIGHT-         176.78  (meters)          (08/29/05) GPS OBS
 CN3344  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN3344
 CN3344  HORZ ORDER  -  A
 CN3344  ELLP ORDER  -  FOURTH    CLASS I
 CN3344
 CN3344.The horizontal coordinates were established by GPS observations
 CN3344.and adjusted by the National Geodetic Survey in August 2005..
 CN3344
 CN3344.The orthometric height was determined by GPS observations and a
 CN3344.high-resolution geoid model.
 CN3344
 CN3344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3344
 CN3344.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3344
 CN3344.The ellipsoidal height was determined by GPS observations
 CN3344.and is referenced to NAD 83.
 CN3344
 CN3344.The geoid height was determined by GEOID03.
 CN3344
 CN3344;                    North         East     Units Scale Factor Converg.
 CN3344;SPC AL E     -   245,170.416   174,809.156   MT  0.99996782   -0 08 42.7
 CN3344;UTM  16      - 3,619,598.167   584,158.848   MT  0.99968733   +0 29 07.1
 CN3344
 CN3344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3344!SPC AL E     -   0.99997225  x   0.99996782  =   0.99994007
 CN3344!UTM  16      -   0.99997225  x   0.99968733  =   0.99965958
 CN3344
 CN3344                          SUPERSEDED SURVEY CONTROL
 CN3344
 CN3344  ELLIP H (07/29/02)  176.75   (m)                       GP(       ) 4 1
 CN3344  NAD 83(1992)-  32 42 39.36158(N)    086 06 07.29603(W) AD(       ) 1
 CN3344  ELLIP H (09/27/93)  176.79   (m)                       GP(       ) 4 1
 CN3344
 CN3344.Superseded values are not recommended for survey control.
 CN3344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3344.See file dsdata.txt to determine how the superseded data were derived.
 CN3344
 CN3344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8415919598(NAD 83)
 CN3344_MARKER: DD = SURVEY DISK
 CN3344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3344_SP_SET: CONCRETE POST
 CN3344_STAMPING: 26-32 1992
 CN3344_MARK LOGO: ALHD  
 CN3344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3344+STABILITY: SURFACE MOTION
 CN3344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3344+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 CN3344
 CN3344  HISTORY     - Date     Condition        Report By
 CN3344  HISTORY     - 1992     MONUMENTED       ALHD
 CN3344  HISTORY     - 20040412 GOOD             ALHD
 CN3344  HISTORY     - 20040624 GOOD             LOCSUR
 CN3344  HISTORY     - 20050623 GOOD             ALDOT
 CN3344
 CN3344                          STATION DESCRIPTION
 CN3344
 CN3344'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3344'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3344'OF ALA 9 ABOUT 1.95 MI (3.14 KM) NORTH-NORTHWEST OF CENTRAL AND ABOUT
 CN3344'6.50 MI (10.46 KM) NORTHWEST OF ECLECTIC.
 CN3344'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, U.S. 231 AND ALA 9
 CN3344'(MILE POST 165.95 ON ALA 21 AND MILE POST 124.50 ON ALA 9) NORTH OF
 CN3344'WETUMPKA, DRIVE NORTH ON ALA 9 FOR 12.70 MI (20.44 KM) TO MILE POST
 CN3344'137.20 AND ELMORE COUNTY ROAD NO. 55 ON THE RIGHT, CONTINUE NORTH ON
 CN3344'ALA 9 FOR 0.05 MI (0.08 KM) TO MILE POST 137.25 AND THE STATION ON
 CN3344'THE LEFT.
 CN3344'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE
 CN3344'FENCE ON WOOD POST, 48.0 FT (14.6 M) SOUTHEAST OF THE NORTH-SOUTH
 CN3344'FENCE CORNER JUNCTION, 51.0 FT (15.5 M) SOUTHWEST OF THE CENTERLINE
 CN3344'OF ALA 9, 56.2 FT (17.1 M) EAST-SOUTHEAST OF A POWER POLE IN A
 CN3344'PASTURE, 88.8 FT (27.1 M) WEST-NORTHWEST OF ELMORE COUNTY ROAD NO. 55
 CN3344'LEFT SIGN, 168.0 FT (51.2 M) WEST-NORTHWEST OF THE CENTER OF THE
 CN3344'INTERSECTION OF ALA 9 AND ELMORE COUNTY ROAD NO. 55, 2.7 FT (0.8 M)
 CN3344'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3344'STATION 26-33 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3344
 CN3344                          STATION RECOVERY (2004)
 CN3344
 CN3344'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CN3344'RECOVERED IN GOOD CONDITION.
 CN3344
 CN3344                          STATION RECOVERY (2004)
 CN3344
 CN3344'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RM)
 CN3344'RECOVERED AS DESCRIBED.
 CN3344
 CN3344                          STATION RECOVERY (2005)
 CN3344
 CN3344'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3345 ***********************************************************************
 CN3345  DESIGNATION -  26 33
 CN3345  PID         -  CN3345
 CN3345  STATE/COUNTY-  AL/ELMORE
 CN3345  USGS QUAD   -  ECLECTIC (1984)
 CN3345
 CN3345                         *CURRENT SURVEY CONTROL
 CN3345  ___________________________________________________________________
 CN3345* NAD 83(1992)-  32 42 52.04230(N)    086 06 25.63384(W)     ADJUSTED  
 CN3345* NAVD 88     -       211.3    (meters)     693.     (feet)  GPS OBS   
 CN3345  ___________________________________________________________________
 CN3345  X           -     364,699.127 (meters)                     COMP
 CN3345  Y           -  -5,359,415.085 (meters)                     COMP
 CN3345  Z           -   3,427,455.905 (meters)                     COMP
 CN3345  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CN3345  ELLIP HEIGHT-         182.46  (meters)          (07/29/02) GPS OBS
 CN3345  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN3345
 CN3345  HORZ ORDER  -  FIRST
 CN3345  ELLP ORDER  -  FOURTH    CLASS I
 CN3345
 CN3345.The horizontal coordinates were established by GPS observations
 CN3345.and adjusted by the National Geodetic Survey in September 1993..
 CN3345
 CN3345.The orthometric height was determined by GPS observations and a
 CN3345.high-resolution geoid model.
 CN3345
 CN3345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3345
 CN3345.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3345
 CN3345.The ellipsoidal height was determined by GPS observations
 CN3345.and is referenced to NAD 83.
 CN3345
 CN3345.The geoid height was determined by GEOID03.
 CN3345
 CN3345;                    North         East     Units Scale Factor Converg.
 CN3345;SPC AL E     -   245,562.276   174,332.595   MT  0.99996812   -0 08 52.7
 CN3345;UTM  16      - 3,619,984.651   583,678.138   MT  0.99968634   +0 28 57.3
 CN3345
 CN3345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3345!SPC AL E     -   0.99997135  x   0.99996812  =   0.99993947
 CN3345!UTM  16      -   0.99997135  x   0.99968634  =   0.99965770
 CN3345
 CN3345                          SUPERSEDED SURVEY CONTROL
 CN3345
 CN3345  ELLIP H (09/27/93)  182.50   (m)                       GP(       ) 4 1
 CN3345
 CN3345.Superseded values are not recommended for survey control.
 CN3345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3345.See file dsdata.txt to determine how the superseded data were derived.
 CN3345
 CN3345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8367819985(NAD 83)
 CN3345_MARKER: DD = SURVEY DISK
 CN3345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3345_SP_SET: CONCRETE POST
 CN3345_STAMPING: 26-33 1992
 CN3345_MARK LOGO: ALHD  
 CN3345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3345+STABILITY: SURFACE MOTION
 CN3345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3345+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3345
 CN3345  HISTORY     - Date     Condition        Report By
 CN3345  HISTORY     - 1992     MONUMENTED       ALHD
 CN3345
 CN3345                          STATION DESCRIPTION
 CN3345
 CN3345'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3345'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3345'OF ALA 9, ABOUT 2.30 MI (3.70 KM) NORTH-NORTHWEST OF CENTRAL AND
 CN3345'ABOUT 6.90 MI (11.10 KM) NORTHWEST OF ECLECTIC.
 CN3345'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, U.S. 231 AND ALA 9
 CN3345'(MILE POST 165.95 ON ALA 21 AND MILE POST 124.50 ON ALA 9) NORTH OF
 CN3345'WETUMPKA, DRIVE NORTH ON ALA 9 FOR 12.70 MI (20.44 KM) TO MILE POST
 CN3345'137.20 AND ELMORE COUNTY ROAD NO. 55 ON THE RIGHT, CONTINUE NORTH ON
 CN3345'ALA 9 FOR 0.40 MI (0.64 KM) TO MILE POST 137.60 AND THE STATION ON
 CN3345'THE LEFT.
 CN3345'THE STATION IS 2.6 FT (0.8 M) NORTHEAST OF A HOG WIRE FENCE ON WOOD
 CN3345'POST WITH TWO STRANDS OF BARBED WIRE ATTACHED, 23.8 FT (7.3 M)
 CN3345'SOUTHEAST OF A 10-INCH BRACED POST IN THE FENCE LINE, 42.6 FT
 CN3345'(13.0 M) SOUTHWEST OF THE CENTERLINE OF ALA 9, 84.0 FT (25.6 M)
 CN3345'NORTHWEST OF A 10-INCH BRACED POST IN THE FENCE LINE, 89.7 FT
 CN3345'(27.3 M) SOUTH-SOUTHWEST OF TELEPHONE POLE NO. 327 ACROSS ALA 9,
 CN3345'103.0 FT (31.4 M) SOUTHEAST OF THE NORTHWEST BRACED FENCE CORNER,
 CN3345'115.0 FT (35.1 M) SOUTHEAST OF A GRAVEL ROAD AT TWO METAL GATES, 2.9
 CN3345'FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CN3345'THE GROUND.
 CN3345'STATION 26-32 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3346 ***********************************************************************
 CN3346  DESIGNATION -  26 34
 CN3346  PID         -  CN3346
 CN3346  STATE/COUNTY-  AL/ELMORE
 CN3346  USGS QUAD   -  DEXTER (1987)
 CN3346
 CN3346                         *CURRENT SURVEY CONTROL
 CN3346  ___________________________________________________________________
 CN3346* NAD 83(1992)-  32 38 15.15447(N)    086 09 02.05724(W)     ADJUSTED  
 CN3346* NAVD 88     -       142.9    (meters)     469.     (feet)  GPS OBS   
 CN3346  ___________________________________________________________________
 CN3346  X           -     360,939.955 (meters)                     COMP
 CN3346  Y           -  -5,364,227.576 (meters)                     COMP
 CN3346  Z           -   3,420,239.251 (meters)                     COMP
 CN3346  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CN3346  ELLIP HEIGHT-         114.26  (meters)          (07/29/02) GPS OBS
 CN3346  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CN3346
 CN3346  HORZ ORDER  -  FIRST
 CN3346  ELLP ORDER  -  FOURTH    CLASS I
 CN3346
 CN3346.The horizontal coordinates were established by GPS observations
 CN3346.and adjusted by the National Geodetic Survey in September 1993..
 CN3346
 CN3346.The orthometric height was determined by GPS observations and a
 CN3346.high-resolution geoid model.
 CN3346
 CN3346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3346
 CN3346.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3346
 CN3346.The ellipsoidal height was determined by GPS observations
 CN3346.and is referenced to NAD 83.
 CN3346
 CN3346.The geoid height was determined by GEOID03.
 CN3346
 CN3346;                    North         East     Units Scale Factor Converg.
 CN3346;SPC AL E     -   237,044.333   170,233.578   MT  0.99997092   -0 10 15.9
 CN3346;UTM  16      - 3,611,424.619   579,674.162   MT  0.99967827   +0 27 29.3
 CN3346
 CN3346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3346!SPC AL E     -   0.99998206  x   0.99997092  =   0.99995298
 CN3346!UTM  16      -   0.99998206  x   0.99967827  =   0.99966034
 CN3346
 CN3346                          SUPERSEDED SURVEY CONTROL
 CN3346
 CN3346  ELLIP H (09/27/93)  114.30   (m)                       GP(       ) 4 1
 CN3346
 CN3346.Superseded values are not recommended for survey control.
 CN3346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3346.See file dsdata.txt to determine how the superseded data were derived.
 CN3346
 CN3346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7967411425(NAD 83)
 CN3346_MARKER: DD = SURVEY DISK
 CN3346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3346_SP_SET: CONCRETE POST
 CN3346_STAMPING: 26-34 1992
 CN3346_MARK LOGO: ALHD  
 CN3346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3346+STABILITY: SURFACE MOTION
 CN3346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3346+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3346
 CN3346  HISTORY     - Date     Condition        Report By
 CN3346  HISTORY     - 1992     MONUMENTED       ALHD
 CN3346
 CN3346                          STATION DESCRIPTION
 CN3346
 CN3346'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3346'THE STATION IS LOCATED IN ELMORE COUNTY ON THE EAST RIGHT OF WAY OF
 CN3346'ELMORE COUNTY ROAD NO. 49, ABOUT 6.55 MI (10.54 KM) WEST OF ECLECTIC
 CN3346'AND ABOUT 7.60 MI (12.23 KM) NORTH-NORTHEAST OF WETUMPKA.
 CN3346'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, U.S. 231 AND ALA 9
 CN3346'(MILE POST 165.95 ON ALA 21 AND MILE POST 124.50 0N ALA 9.) NORTH OF
 CN3346'WETUMPKA, DRIVE NORTH ON ALA 9 FOR 4.45 MI (7.16 KM) TO MILE POST
 CN3346'128.95 AND ELMORE COUNTY ROAD NO. 49 ON THE LEFT, TURN LEFT ON ELMORE
 CN3346'COUNTY ROAD NO. 49 AND DRIVE NORTH FOR 1.50 MI (2.41 KM) TO THE
 CN3346'STATION ON THE RIGHT.
 CN3346'THE STATION IS 17.0 FT (5.2 M) WEST OF THE CENTER OF A GRAVEL ROAD,
 CN3346'29.3 FT (8.9 M) SOUTH OF MAILBOX NO. 343, 25.7 FT (7.8 M) EAST OF THE
 CN3346'CENTERLINE OF ELMORE COUNTY ROAD NO. 49, 46.0 FT (14.0 M) SOUTHEAST
 CN3346'OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS ELMORE COUNTY ROAD NO. 49,
 CN3346'55.0 FT (16.8 M) NORTH OF A GRAVEL DRIVEWAY, 95.7 FT (29.2 M)
 CN3346'SOUTH-SOUTHEAST OF A WATER METER ACROSS ELMORE COUNTY ROAD NO. 49,
 CN3346'103.5 FT (31.5 M) NORTHEAST OF TRANSFORMER POWER POLE NO. 7160 ACROSS
 CN3346'ELMORE COUNTY ROAD NO. 49, 2.0 FT (0.6 M) WEST-NORTHWEST OF A
 CN3346'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3346'STATION 26-35 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3347 ***********************************************************************
 CN3347  DESIGNATION -  26 35
 CN3347  PID         -  CN3347
 CN3347  STATE/COUNTY-  AL/ELMORE
 CN3347  USGS QUAD   -  DEXTER (1987)
 CN3347
 CN3347                         *CURRENT SURVEY CONTROL
 CN3347  ___________________________________________________________________
 CN3347* NAD 83(1992)-  32 37 54.93837(N)    086 09 07.17939(W)     ADJUSTED  
 CN3347* NAVD 88     -       128.9    (meters)     423.     (feet)  GPS OBS   
 CN3347  ___________________________________________________________________
 CN3347  X           -     360,828.492 (meters)                     COMP
 CN3347  Y           -  -5,364,559.848 (meters)                     COMP
 CN3347  Z           -   3,419,707.242 (meters)                     COMP
 CN3347  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CN3347  ELLIP HEIGHT-         100.24  (meters)          (07/29/02) GPS OBS
 CN3347  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CN3347
 CN3347  HORZ ORDER  -  FIRST
 CN3347  ELLP ORDER  -  FOURTH    CLASS I
 CN3347
 CN3347.The horizontal coordinates were established by GPS observations
 CN3347.and adjusted by the National Geodetic Survey in September 1993..
 CN3347
 CN3347.The orthometric height was determined by GPS observations and a
 CN3347.high-resolution geoid model.
 CN3347
 CN3347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3347
 CN3347.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3347
 CN3347.The ellipsoidal height was determined by GPS observations
 CN3347.and is referenced to NAD 83.
 CN3347
 CN3347.The geoid height was determined by GEOID03.
 CN3347
 CN3347;                    North         East     Units Scale Factor Converg.
 CN3347;SPC AL E     -   236,421.997   170,098.207   MT  0.99997102   -0 10 18.6
 CN3347;UTM  16      - 3,610,801.016   579,545.670   MT  0.99967802   +0 27 26.3
 CN3347
 CN3347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3347!SPC AL E     -   0.99998426  x   0.99997102  =   0.99995528
 CN3347!UTM  16      -   0.99998426  x   0.99967802  =   0.99966229
 CN3347
 CN3347                          SUPERSEDED SURVEY CONTROL
 CN3347
 CN3347  ELLIP H (09/27/93)  100.28   (m)                       GP(       ) 4 1
 CN3347
 CN3347.Superseded values are not recommended for survey control.
 CN3347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3347.See file dsdata.txt to determine how the superseded data were derived.
 CN3347
 CN3347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7954610801(NAD 83)
 CN3347_MARKER: DD = SURVEY DISK
 CN3347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3347_SP_SET: CONCRETE POST
 CN3347_STAMPING: 26-35 1992
 CN3347_MARK LOGO: ALHD  
 CN3347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3347+STABILITY: SURFACE MOTION
 CN3347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3347+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3347
 CN3347  HISTORY     - Date     Condition        Report By
 CN3347  HISTORY     - 1992     MONUMENTED       ALHD
 CN3347
 CN3347                          STATION DESCRIPTION
 CN3347
 CN3347'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3347'THE STATION IS LOCATED IN ELMORE COUNTY ON THE EAST RIGHT OF WAY OF
 CN3347'ELMORE COUNTY ROAD NO. 49, ABOUT 6.70 MI (10.78 KM) WEST OF ECLECTIC
 CN3347'AND ABOUT 7.20 MI (11.59 KM) NORTH-NORTHEAST OF WETUMPKA.
 CN3347'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, U.S. 231 AND ALA 9
 CN3347'(MILE POST 165.95 ON ALA 21 AND MILE POST 124.50 0N ALA 9.) NORTH OF
 CN3347'WETUMPKA, DRIVE NORTH ON ALA 9 FOR 4.45 MI (7.16 KM) TO MILE POST
 CN3347'128.95 AND ELMORE COUNTY ROAD NO. 49 ON THE LEFT, TURN LEFT ON ELMORE
 CN3347'COUNTY ROAD NO. 49 AND DRIVE NORTH FOR 1.10 MI (1.77 KM) TO THE
 CN3347'STATION ON THE RIGHT.
 CN3347'THE STATION IS 3.8 FT (1.2 M) WEST OF A SIX STRAND BARBED WIRE FENCE
 CN3347'ON WOOD POST, 29.2 FT (8.9 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 CN3347'ELMORE COUNTY ROAD NO. 49, 66.3 FT (20.2 M) EAST OF THE SOUTH BRACED
 CN3347'FENCE CORNER ACROSS ELMORE COUNTY ROAD NO. 49, 4.7 FT (1.4 M) WEST OF
 CN3347'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3347'STATION 26-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3348 ***********************************************************************
 CN3348  DESIGNATION -  26 36
 CN3348  PID         -  CN3348
 CN3348  STATE/COUNTY-  AL/ELMORE
 CN3348  USGS QUAD   -  ECLECTIC (1984)
 CN3348
 CN3348                         *CURRENT SURVEY CONTROL
 CN3348  ___________________________________________________________________
 CN3348* NAD 83(1992)-  32 37 55.54382(N)    086 04 26.63619(W)     ADJUSTED  
 CN3348* NAVD 88     -       151.2    (meters)     496.     (feet)  GPS OBS   
 CN3348  ___________________________________________________________________
 CN3348  X           -     368,125.151 (meters)                     COMP
 CN3348  Y           -  -5,364,072.762 (meters)                     COMP
 CN3348  Z           -   3,419,734.937 (meters)                     COMP
 CN3348  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CN3348  ELLIP HEIGHT-         122.47  (meters)          (07/29/02) GPS OBS
 CN3348  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CN3348
 CN3348  HORZ ORDER  -  FIRST
 CN3348  ELLP ORDER  -  FOURTH    CLASS I
 CN3348
 CN3348.The horizontal coordinates were established by GPS observations
 CN3348.and adjusted by the National Geodetic Survey in September 1993..
 CN3348
 CN3348.The orthometric height was determined by GPS observations and a
 CN3348.high-resolution geoid model.
 CN3348
 CN3348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3348
 CN3348.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3348
 CN3348.The ellipsoidal height was determined by GPS observations
 CN3348.and is referenced to NAD 83.
 CN3348
 CN3348.The geoid height was determined by GEOID03.
 CN3348
 CN3348;                    North         East     Units Scale Factor Converg.
 CN3348;SPC AL E     -   236,421.397   177,410.766   MT  0.99996629   -0 07 47.3
 CN3348;UTM  16      - 3,610,880.689   586,855.725   MT  0.99969302   +0 29 57.6
 CN3348
 CN3348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3348!SPC AL E     -   0.99998077  x   0.99996629  =   0.99994706
 CN3348!UTM  16      -   0.99998077  x   0.99969302  =   0.99967380
 CN3348
 CN3348                          SUPERSEDED SURVEY CONTROL
 CN3348
 CN3348  ELLIP H (09/27/93)  122.51   (m)                       GP(       ) 4 1
 CN3348
 CN3348.Superseded values are not recommended for survey control.
 CN3348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3348.See file dsdata.txt to determine how the superseded data were derived.
 CN3348
 CN3348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8685610881(NAD 83)
 CN3348_MARKER: DD = SURVEY DISK
 CN3348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3348_SP_SET: CONCRETE POST
 CN3348_STAMPING: 26-36 1992
 CN3348_MARK LOGO: ALHD  
 CN3348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3348+STABILITY: SURFACE MOTION
 CN3348_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3348+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3348
 CN3348  HISTORY     - Date     Condition        Report By
 CN3348  HISTORY     - 1992     MONUMENTED       ALHD
 CN3348
 CN3348                          STATION DESCRIPTION
 CN3348
 CN3348'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3348'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3348'ALA 170, ABOUT 2.25 MI (3.62 KM) WEST OF ECLECTIC AND ABOUT 3.60 MI
 CN3348'(5.79 KM) SOUTH-SOUTHEAST OF CENTRAL.
 CN3348'TO REACH THE STATION FROM THE JUNCTION OF ALA 63 AND ALA 170 (MILE
 CN3348'POST 6.10 ON ALA 63 AND MILE POST 11.85 ON ALA 170) WEST OF ECLECTIC,
 CN3348'DRIVE SOUTHWEST ON ALA 170 FOR 2.00 MI (3.22 KM) TO MILE POST 9.85
 CN3348'AND THE STATION ON THE RIGHT.
 CN3348'THE STATION IS 3.3 FT (1.0 M) SOUTH-SOUTHWEST OF A HOG WIRE FENCE ON
 CN3348'WOOD POST, 33.0 FT (10.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF ALA
 CN3348'170, 98.2 FT (29.9 M) SOUTHEAST OF TRANSFORMER POWER POLE NO. 3330 IN
 CN3348'A PASTURE, 138.0 FT (42.1 M) EAST-SOUTHEAST OF THE SOUTHWEST BRACED
 CN3348'FENCE CORNER, 173.0 FT (52.7 M) EAST-SOUTHEAST OF THE CENTER OF A
 CN3348'PAVED DRIVEWAY, 3.3 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST, AND
 CN3348'SET FLUSH WITH THE GROUND.
 CN3348'STATION 26-37 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3349 ***********************************************************************
 CN3349  DESIGNATION -  26 37
 CN3349  PID         -  CN3349
 CN3349  STATE/COUNTY-  AL/ELMORE
 CN3349  USGS QUAD   -  ECLECTIC (1984)
 CN3349
 CN3349                         *CURRENT SURVEY CONTROL
 CN3349  ___________________________________________________________________
 CN3349* NAD 83(1992)-  32 37 55.52362(N)    086 04 05.27027(W)     ADJUSTED  
 CN3349* NAVD 88     -       153.7    (meters)     504.     (feet)  GPS OBS   
 CN3349  ___________________________________________________________________
 CN3349  X           -     368,680.949 (meters)                     COMP
 CN3349  Y           -  -5,364,036.969 (meters)                     COMP
 CN3349  Z           -   3,419,735.717 (meters)                     COMP
 CN3349  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CN3349  ELLIP HEIGHT-         124.89  (meters)          (07/29/02) GPS OBS
 CN3349  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CN3349
 CN3349  HORZ ORDER  -  FIRST
 CN3349  ELLP ORDER  -  FOURTH    CLASS I
 CN3349
 CN3349.The horizontal coordinates were established by GPS observations
 CN3349.and adjusted by the National Geodetic Survey in September 1993..
 CN3349
 CN3349.The orthometric height was determined by GPS observations and a
 CN3349.high-resolution geoid model.
 CN3349
 CN3349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3349
 CN3349.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3349
 CN3349.The ellipsoidal height was determined by GPS observations
 CN3349.and is referenced to NAD 83.
 CN3349
 CN3349.The geoid height was determined by GEOID03.
 CN3349
 CN3349;                    North         East     Units Scale Factor Converg.
 CN3349;SPC AL E     -   236,419.529   177,967.678   MT  0.99996598   -0 07 35.8
 CN3349;UTM  16      - 3,610,884.935   587,412.472   MT  0.99969422   +0 30 09.1
 CN3349
 CN3349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3349!SPC AL E     -   0.99998039  x   0.99996598  =   0.99994637
 CN3349!UTM  16      -   0.99998039  x   0.99969422  =   0.99967462
 CN3349
 CN3349                          SUPERSEDED SURVEY CONTROL
 CN3349
 CN3349  ELLIP H (09/27/93)  124.93   (m)                       GP(       ) 4 1
 CN3349
 CN3349.Superseded values are not recommended for survey control.
 CN3349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3349.See file dsdata.txt to determine how the superseded data were derived.
 CN3349
 CN3349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8741210885(NAD 83)
 CN3349_MARKER: DD = SURVEY DISK
 CN3349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3349_SP_SET: CONCRETE POST
 CN3349_STAMPING: 26-37 1992
 CN3349_MARK LOGO: ALHD  
 CN3349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3349+STABILITY: SURFACE MOTION
 CN3349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3349+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3349
 CN3349  HISTORY     - Date     Condition        Report By
 CN3349  HISTORY     - 1992     MONUMENTED       ALHD
 CN3349
 CN3349                          STATION DESCRIPTION
 CN3349
 CN3349'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3349'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTHWEST RIGHT OF WAY
 CN3349'OF ALA 170, ABOUT 2.00 MI (3.22 KM) WEST OF ECLECTIC AND ABOUT 3.70
 CN3349'MI (5.95 KM) SOUTH-SOUTHEAST OF CENTRAL.
 CN3349'TO REACH THE STATION FROM THE JUNCTION OF ALA 63 AND ALA 170 (MILE
 CN3349'POST 6.10 ON ALA 63 AND MILE POST 11.85 ON ALA 170) WEST OF ECLECTIC,
 CN3349'DRIVE SOUTHWEST ON ALA 170 FOR 1.60 MI (2.57 KM) TO MILE POST 10.25
 CN3349'AND THE STATION ON THE RIGHT.
 CN3349'THE STATI0N IS 2.5 FT (0.8 M) SOUTHEAST OF A HOG WIRE FENCE ON STEEL
 CN3349'AND WOOD POST, 29.3 FT (8.9 M) NORTH OF A JUNCTION ELMORE COUNTY ROAD
 CN3349'NO. 65 SIGN, 36.6 FT (11.2 M) NORTHWEST OF THE CENTERLINE OF ALA 170,
 CN3349'85.0 FT (25.9 M) WEST OF TELEPHONE POLE NO. 9100 108 ACROSS ALA 170,
 CN3349'98.6 FT (30.1 M) NORTHEAST OF JUNCTION POWER POLE NO. 9100 110, 2.5
 CN3349'FT (0.8 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3349'WITH THE GROUND.
 CN3349'STATION 26-36 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3350 ***********************************************************************
 CN3350  DESIGNATION -  26 38
 CN3350  PID         -  CN3350
 CN3350  STATE/COUNTY-  AL/ELMORE
 CN3350  USGS QUAD   -  HOLTVILLE (1987)
 CN3350
 CN3350                         *CURRENT SURVEY CONTROL
 CN3350  ___________________________________________________________________
 CN3350* NAD 83(1992)-  32 41 41.87575(N)    086 16 41.28882(W)     ADJUSTED  
 CN3350* NAVD 88     -       141.2    (meters)     463.     (feet)  GPS OBS   
 CN3350  ___________________________________________________________________
 CN3350  X           -     348,772.845 (meters)                     COMP
 CN3350  Y           -  -5,361,586.457 (meters)                     COMP
 CN3350  Z           -   3,425,599.230 (meters)                     COMP
 CN3350  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 CN3350  ELLIP HEIGHT-         112.50  (meters)          (07/29/02) GPS OBS
 CN3350  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CN3350
 CN3350  HORZ ORDER  -  FIRST
 CN3350  ELLP ORDER  -  FOURTH    CLASS I
 CN3350
 CN3350.The horizontal coordinates were established by GPS observations
 CN3350.and adjusted by the National Geodetic Survey in September 1993..
 CN3350
 CN3350.The orthometric height was determined by GPS observations and a
 CN3350.high-resolution geoid model.
 CN3350
 CN3350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3350
 CN3350.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3350
 CN3350.The ellipsoidal height was determined by GPS observations
 CN3350.and is referenced to NAD 83.
 CN3350
 CN3350.The geoid height was determined by GEOID03.
 CN3350
 CN3350;                    North         East     Units Scale Factor Converg.
 CN3350;SPC AL E     -   243,455.168   158,290.826   MT  0.99998144   -0 14 25.0
 CN3350;UTM  16      - 3,617,701.871   567,665.383   MT  0.99965646   +0 23 23.8
 CN3350
 CN3350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3350!SPC AL E     -   0.99998234  x   0.99998144  =   0.99996378
 CN3350!UTM  16      -   0.99998234  x   0.99965646  =   0.99963880
 CN3350
 CN3350                          SUPERSEDED SURVEY CONTROL
 CN3350
 CN3350  ELLIP H (09/27/93)  112.54   (m)                       GP(       ) 4 1
 CN3350
 CN3350.Superseded values are not recommended for survey control.
 CN3350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3350.See file dsdata.txt to determine how the superseded data were derived.
 CN3350
 CN3350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6766517702(NAD 83)
 CN3350_MARKER: DD = SURVEY DISK
 CN3350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3350_SP_SET: CONCRETE POST
 CN3350_STAMPING: 26-38 1992
 CN3350_MARK LOGO: ALHD  
 CN3350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3350+STABILITY: SURFACE MOTION
 CN3350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3350+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3350
 CN3350  HISTORY     - Date     Condition        Report By
 CN3350  HISTORY     - 1992     MONUMENTED       ALHD
 CN3350
 CN3350                          STATION DESCRIPTION
 CN3350
 CN3350'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3350'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3350'ELMORE COUNTY ROAD NO. 432, ABOUT 4.80 MI (7.72 KM) NORTH-NORTHEAST
 CN3350'OF HOLTVILLE AND ABOUT 11.70 MI (18.83 KM) NORTH-NORTHWEST OF
 CN3350'WETUMPKA.
 CN3350'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, U.S. 231 AND ALA 9
 CN3350'(MILE POST 165.95 ON ALA 21 AND MILE POST 124.50 ON ALA 9) NORTH OF
 CN3350'WETUMPKA, DRIVE NORTH ON ALA 21 AND U.S. 231 FOR 9.55 MI (15.37 KM)
 CN3350'TO MILE POST 175.50 AND ELMORE COUNTY ROAD NO. 432 ON THE LEFT, TURN
 CN3350'LEFT ON ELMORE COUNTY ROAD NO. 432 AND DRIVE NORTHWEST FOR 1.75 MI
 CN3350'(2.82 KM) TO THE STATION ON THE LEFT.
 CN3350'THE STATION IS 3.2 FT (1.0 M) NORTH OF A FIVE STRAND BARBED WIRE FENCE
 CN3350'ON WOOD POST, 33.4 FT (10.2 M) SOUTH OF THE CENTERLINE OF ELMORE
 CN3350'COUNTY ROAD NO. 432, 80.2 FT (24.4 M) WEST OF A JUNCTION POWER POLE
 CN3350'IN A PASTURE, 84.3 FT (25.7 M) SOUTH-SOUTHEAST OF THE EAST END OF A
 CN3350'FOUR BOARD WHITE WOOD FENCE ACROSS ELMORE COUNTY ROAD NO. 432, 125.5
 CN3350'FT (38.3 M) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS
 CN3350'ELMORE COUNTY ROAD NO. 432, 2.3 FT (0.7 M) NORTH OF A CARSONITE
 CN3350'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3350'STATION 26-39 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3351 ***********************************************************************
 CN3351  DESIGNATION -  26 39
 CN3351  PID         -  CN3351
 CN3351  STATE/COUNTY-  AL/ELMORE
 CN3351  USGS QUAD   -  HOLTVILLE (1987)
 CN3351
 CN3351                         *CURRENT SURVEY CONTROL
 CN3351  ___________________________________________________________________
 CN3351* NAD 83(1992)-  32 41 51.79515(N)    086 16 16.42199(W)     ADJUSTED  
 CN3351* NAVD 88     -       141.9    (meters)     466.     (feet)  GPS OBS   
 CN3351  ___________________________________________________________________
 CN3351  X           -     349,408.526 (meters)                     COMP
 CN3351  Y           -  -5,361,380.231 (meters)                     COMP
 CN3351  Z           -   3,425,856.758 (meters)                     COMP
 CN3351  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 CN3351  ELLIP HEIGHT-         113.19  (meters)          (07/29/02) GPS OBS
 CN3351  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CN3351
 CN3351  HORZ ORDER  -  FIRST
 CN3351  ELLP ORDER  -  FOURTH    CLASS I
 CN3351
 CN3351.The horizontal coordinates were established by GPS observations
 CN3351.and adjusted by the National Geodetic Survey in September 1993..
 CN3351
 CN3351.The orthometric height was determined by GPS observations and a
 CN3351.high-resolution geoid model.
 CN3351
 CN3351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3351
 CN3351.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3351
 CN3351.The ellipsoidal height was determined by GPS observations
 CN3351.and is referenced to NAD 83.
 CN3351
 CN3351.The geoid height was determined by GEOID03.
 CN3351
 CN3351;                    North         East     Units Scale Factor Converg.
 CN3351;SPC AL E     -   243,758.035   158,939.806   MT  0.99998078   -0 14 11.6
 CN3351;UTM  16      - 3,618,011.757   568,310.782   MT  0.99965754   +0 23 37.3
 CN3351
 CN3351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3351!SPC AL E     -   0.99998223  x   0.99998078  =   0.99996301
 CN3351!UTM  16      -   0.99998223  x   0.99965754  =   0.99963977
 CN3351
 CN3351                          SUPERSEDED SURVEY CONTROL
 CN3351
 CN3351  ELLIP H (09/27/93)  113.23   (m)                       GP(       ) 4 1
 CN3351
 CN3351.Superseded values are not recommended for survey control.
 CN3351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3351.See file dsdata.txt to determine how the superseded data were derived.
 CN3351
 CN3351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6831118012(NAD 83)
 CN3351_MARKER: DD = SURVEY DISK
 CN3351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3351_SP_SET: CONCRETE POST
 CN3351_STAMPING: 26-39 1992
 CN3351_MARK LOGO: ALHD  
 CN3351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3351+STABILITY: SURFACE MOTION
 CN3351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3351+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3351
 CN3351  HISTORY     - Date     Condition        Report By
 CN3351  HISTORY     - 1992     MONUMENTED       ALHD
 CN3351
 CN3351                          STATION DESCRIPTION
 CN3351
 CN3351'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3351'THE STATION IS LOCATED IN ELMORE COUNTY ON THE EAST RIGHT OF WAY OF
 CN3351'ELMORE COUNTY ROAD NO. 462, ABOUT 4.70 MI (7.56 KM) NORTH-NORTHEAST
 CN3351'OF HOLTVILLE AND ABOUT 11.60 MI (18.67 KM) NORTH-NORTHWEST OF
 CN3351'WETUMPKA.
 CN3351'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, U.S. 231 AND ALA 9
 CN3351'(MILE POST 165.95 ON ALA 21 AND MILE POST 124.50 ON ALA 9) NORTH OF
 CN3351'WETUMPKA, DRIVE NORTH ON ALA 21 AND U.S. 231 FOR 9.55 MI (15.37 KM)
 CN3351'TO MILE POST 175.50 AND ELMORE COUNTY ROAD NO. 432 ON THE LEFT, TURN
 CN3351'LEFT ON ELMORE COUNTY ROAD NO. 432 AND DRIVE NORTHWEST FOR 1.35 MI
 CN3351'(2.17 KM) TO ELMORE COUNTY ROAD NO. 462 ON THE RIGHT, TURN RIGHT ON
 CN3351'ELMORE COUNTY ROAD NO. 462 AND DRIVE NORTH FOR 0.20 MI (0.32 KM) TO
 CN3351'THE STATION ON THE RIGHT.
 CN3351'THE STATION IS 2.8 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 CN3351'ON WOOD POST, 7.0 FT (2.1 M) EAST OF THE EDGE OF A FOUR FOOT
 CN3351'BACKSLOPE, 25.0 FT (7.6 M) SOUTH OF THE WEST BRACED CROSS TIE POST IN
 CN3351'THE EAST/WEST FENCE LINE, 38.8 FT (11.8 M) EAST OF THE CENTERLINE OF
 CN3351'ELMORE COUNTY ROAD NO. 462, 77.4 FT (23.6 M) NORTHEAST OF A STOP
 CN3351'AHEAD SIGN ACROSS ELMORE COUNTY ROAD NO. 462, 2.4 FT (0.7 M) WEST OF
 CN3351'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3351'STATION 26-38 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3209 ***********************************************************************
 CN3209  DESIGNATION -  26 4
 CN3209  PID         -  CN3209
 CN3209  STATE/COUNTY-  AL/ELMORE
 CN3209  USGS QUAD   -  ECLECTIC (1984)
 CN3209
 CN3209                         *CURRENT SURVEY CONTROL
 CN3209  ___________________________________________________________________
 CN3209* NAD 83(1992)-  32 42 25.21478(N)    086 00 02.04842(W)     ADJUSTED  
 CN3209* NAVD 88     -       182.5    (meters)     599.     (feet)  VERTCON   
 CN3209  ___________________________________________________________________
 CN3209  X           -     374,694.710 (meters)                     COMP
 CN3209  Y           -  -5,359,148.822 (meters)                     COMP
 CN3209  Z           -   3,426,744.875 (meters)                     COMP
 CN3209  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 CN3209  ELLIP HEIGHT-         153.51  (meters)          (07/29/02) GPS OBS
 CN3209  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CN3209
 CN3209  HORZ ORDER  -  FIRST
 CN3209  ELLP ORDER  -  FOURTH    CLASS I
 CN3209
 CN3209.The horizontal coordinates were established by GPS observations
 CN3209.and adjusted by the National Geodetic Survey in December 1992..
 CN3209
 CN3209.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3209
 CN3209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3209
 CN3209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3209
 CN3209.The ellipsoidal height was determined by GPS observations
 CN3209.and is referenced to NAD 83.
 CN3209
 CN3209.The geoid height was determined by GEOID03.
 CN3209
 CN3209;                    North         East     Units Scale Factor Converg.
 CN3209;SPC AL E     -   244,715.098   184,320.455   MT  0.99996303   -0 05 25.3
 CN3209;UTM  16      - 3,619,247.629   593,672.034   MT  0.99970819   +0 32 24.3
 CN3209
 CN3209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3209!SPC AL E     -   0.99997590  x   0.99996303  =   0.99993893
 CN3209!UTM  16      -   0.99997590  x   0.99970819  =   0.99968410
 CN3209
 CN3209:                Primary Azimuth Mark                     Grid Az
 CN3209:SPC AL E     -  26 3                                     220 27 57.3
 CN3209:UTM  16      -  26 3                                     219 50 07.7
 CN3209
 CN3209|---------------------------------------------------------------------|
 CN3209| PID    Reference Object                     Distance      Geod. Az  |
 CN3209|                                                           dddmmss.s |
 CN3209| CN3208 26 3                                APPROX. 0.5 KM 2202232.0 |
 CN3209|---------------------------------------------------------------------|
 CN3209
 CN3209                          SUPERSEDED SURVEY CONTROL
 CN3209
 CN3209  ELLIP H (12/04/92)  153.56   (m)                       GP(       ) 4 1
 CN3209  NAD 83(1986)-  32 42 25.22148(N)    086 00 02.04967(W) AD(       ) 1
 CN3209  NGVD 29 (12/04/92)  182.5    (m)          599.     (f) GPS OBS        
 CN3209
 CN3209.Superseded values are not recommended for survey control.
 CN3209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3209.See file dsdata.txt to determine how the superseded data were derived.
 CN3209
 CN3209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9367219248(NAD 83)
 CN3209_MARKER: DD = SURVEY DISK
 CN3209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3209_SP_SET: CONCRETE POST
 CN3209_STAMPING: 26-4 1991
 CN3209_MARK LOGO: ALHD  
 CN3209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3209+STABILITY: SURFACE MOTION
 CN3209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3209+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2002
 CN3209
 CN3209  HISTORY     - Date     Condition        Report By
 CN3209  HISTORY     - 1991     MONUMENTED       ALHD
 CN3209  HISTORY     - 20020225 GOOD             ALHD
 CN3209
 CN3209                          STATION DESCRIPTION
 CN3209
 CN3209'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3209'THE STATION IS LOCATED IN ELMORE COUNTY ON THE WEST RIGHT OF WAY OF
 CN3209'ALA 63, ABOUT 5.4 MI (8.7 KM) NORTH-NORTHEAST OF ECLECTIC AND ABOUT
 CN3209'16.8 MI (27.0 KM) NORTHEAST OF WETUMPKA.
 CN3209'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 63 (MILE POST
 CN3209'0 ON ALA 63) ABOUT 7.8 MI (12.6 KM) EAST OF WETUMPKA, DRIVE NORTH ON
 CN3209'ALA 63 FOR 11.25 MI (18.10 KM) TO MILE POST 11.25 AND THE STATION ON
 CN3209'THE LEFT.
 CN3209'THE STATION IS 3.1 FT (0.9 M) SOUTHEAST OF A HOGWIRE FENCE WITH TWO
 CN3209'STRANDS OF BARBED WIRE ON STEEL POSTS, 40.8 FT (12.4 M) SOUTHWEST OF
 CN3209'THE SOUTHWEST GATE POST OF A RED STEEL GATE, 40.8 FT (12.4 M)
 CN3209'NORTHWEST OF THE CENTERLINE OF ALA 63, 75.0 FT (22.9 M) NORTHEAST OF A
 CN3209'TELEPHONE BRACE POLE, 2.8 FT (0.9 M) SOUTH-SOUTHEAST OF A CARSONITE
 CN3209'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3209'STATION 26-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3209
 CN3209                          STATION RECOVERY (2002)
 CN3209
 CN3209'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN3209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3352 ***********************************************************************
 CN3352  DESIGNATION -  26 40
 CN3352  PID         -  CN3352
 CN3352  STATE/COUNTY-  AL/ELMORE
 CN3352  USGS QUAD   -  DEXTER (1987)
 CN3352
 CN3352                         *CURRENT SURVEY CONTROL
 CN3352  ___________________________________________________________________
 CN3352* NAD 83(1992)-  32 38 45.96888(N)    086 14 40.41433(W)     ADJUSTED  
 CN3352* NAVD 88     -       114.5    (meters)     376.     (feet)  GPS OBS   
 CN3352  ___________________________________________________________________
 CN3352  X           -     352,104.883 (meters)                     COMP
 CN3352  Y           -  -5,364,277.642 (meters)                     COMP
 CN3352  Z           -   3,421,023.244 (meters)                     COMP
 CN3352  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CN3352  ELLIP HEIGHT-          85.83  (meters)          (07/29/02) GPS OBS
 CN3352  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CN3352
 CN3352  HORZ ORDER  -  FIRST
 CN3352  ELLP ORDER  -  FOURTH    CLASS I
 CN3352
 CN3352.The horizontal coordinates were established by GPS observations
 CN3352.and adjusted by the National Geodetic Survey in September 1993..
 CN3352
 CN3352.The orthometric height was determined by GPS observations and a
 CN3352.high-resolution geoid model.
 CN3352
 CN3352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3352
 CN3352.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3352
 CN3352.The ellipsoidal height was determined by GPS observations
 CN3352.and is referenced to NAD 83.
 CN3352
 CN3352.The geoid height was determined by GEOID03.
 CN3352
 CN3352;                    North         East     Units Scale Factor Converg.
 CN3352;SPC AL E     -   238,023.780   161,418.304   MT  0.99997835   -0 13 18.6
 CN3352;UTM  16      - 3,612,306.918   570,851.350   MT  0.99966190   +0 24 27.1
 CN3352
 CN3352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3352!SPC AL E     -   0.99998652  x   0.99997835  =   0.99996487
 CN3352!UTM  16      -   0.99998652  x   0.99966190  =   0.99964843
 CN3352
 CN3352                          SUPERSEDED SURVEY CONTROL
 CN3352
 CN3352  ELLIP H (09/27/93)   85.86   (m)                       GP(       ) 4 1
 CN3352
 CN3352.Superseded values are not recommended for survey control.
 CN3352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3352.See file dsdata.txt to determine how the superseded data were derived.
 CN3352
 CN3352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7085112307(NAD 83)
 CN3352_MARKER: DD = SURVEY DISK
 CN3352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3352_SP_SET: CONCRETE POST
 CN3352_STAMPING: 26-40 1992
 CN3352_MARK LOGO: ALHD  
 CN3352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3352+STABILITY: SURFACE MOTION
 CN3352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3352+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3352
 CN3352  HISTORY     - Date     Condition        Report By
 CN3352  HISTORY     - 1992     MONUMENTED       ALHD
 CN3352
 CN3352                          STATION DESCRIPTION
 CN3352
 CN3352'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3352'THE STATION IS LOCATED IN ELMORE COUNTY ON THE EAST RIGHT OF WAY OF
 CN3352'ALA 21 AND U.S. 231 ABOUT 4.45 MI (7.16 KM) EAST-NORTHEAST OF
 CN3352'HOLTVILLE AND ABOUT 8.05 MI (12.95 KM) NORTH-NORTHWEST OF WETUMPKA.
 CN3352'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, U.S. 231 AND ALA 9
 CN3352'(MILE POST 165.95 ON ALA 21 AND MILE POST 124.45 ON ALA 9) NORTH OF
 CN3352'WETUMPKA, DRIVE NORTH ON ALA 21 AND U.S. 231 FOR 6.90 MI (11.10 KM)
 CN3352'TO MILE POST 172.85 AND THE STATION ON THE RIGHT.
 CN3352'THE STATION IS 3.2 FT (1.0 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 CN3352'ON WOOD POST, 90.3 FT (27.5 M) NORTH-NORTHEAST OF MILE POST NO. 173,
 CN3352'103.6 FT (31.6 M) EAST OF THE CENTERLINE OF ALA 21 AND U.S. 231, 4.2
 CN3352'FT (1.3 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3352'WITH THE GROUND.
 CN3352'STATION 26-41 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3353 ***********************************************************************
 CN3353  DESIGNATION -  26 41
 CN3353  PID         -  CN3353
 CN3353  STATE/COUNTY-  AL/ELMORE
 CN3353  USGS QUAD   -  DEXTER (1987)
 CN3353
 CN3353                         *CURRENT SURVEY CONTROL
 CN3353  ___________________________________________________________________
 CN3353* NAD 83(1992)-  32 39 11.28405(N)    086 14 52.46785(W)     ADJUSTED  
 CN3353* NAVD 88     -       128.3    (meters)     421.     (feet)  GPS OBS   
 CN3353  ___________________________________________________________________
 CN3353  X           -     351,764.638 (meters)                     COMP
 CN3353  Y           -  -5,363,889.987 (meters)                     COMP
 CN3353  Z           -   3,421,687.314 (meters)                     COMP
 CN3353  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CN3353  ELLIP HEIGHT-          99.64  (meters)          (07/29/02) GPS OBS
 CN3353  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CN3353
 CN3353  HORZ ORDER  -  FIRST
 CN3353  ELLP ORDER  -  FOURTH    CLASS I
 CN3353
 CN3353.The horizontal coordinates were established by GPS observations
 CN3353.and adjusted by the National Geodetic Survey in September 1993..
 CN3353
 CN3353.The orthometric height was determined by GPS observations and a
 CN3353.high-resolution geoid model.
 CN3353
 CN3353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3353
 CN3353.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3353
 CN3353.The ellipsoidal height was determined by GPS observations
 CN3353.and is referenced to NAD 83.
 CN3353
 CN3353.The geoid height was determined by GEOID03.
 CN3353
 CN3353;                    North         East     Units Scale Factor Converg.
 CN3353;SPC AL E     -   238,804.815   161,107.214   MT  0.99997864   -0 13 25.3
 CN3353;UTM  16      - 3,613,084.241   570,531.800   MT  0.99966134   +0 24 20.9
 CN3353
 CN3353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3353!SPC AL E     -   0.99998436  x   0.99997864  =   0.99996300
 CN3353!UTM  16      -   0.99998436  x   0.99966134  =   0.99964570
 CN3353
 CN3353                          SUPERSEDED SURVEY CONTROL
 CN3353
 CN3353  ELLIP H (09/27/93)   99.67   (m)                       GP(       ) 4 1
 CN3353
 CN3353.Superseded values are not recommended for survey control.
 CN3353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3353.See file dsdata.txt to determine how the superseded data were derived.
 CN3353
 CN3353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7053213084(NAD 83)
 CN3353_MARKER: DD = SURVEY DISK
 CN3353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3353_SP_SET: CONCRETE POST
 CN3353_STAMPING: 26-41 1992
 CN3353_MARK LOGO: ALHD  
 CN3353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3353+STABILITY: SURFACE MOTION
 CN3353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3353+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3353
 CN3353  HISTORY     - Date     Condition        Report By
 CN3353  HISTORY     - 1992     MONUMENTED       ALHD
 CN3353
 CN3353                          STATION DESCRIPTION
 CN3353
 CN3353'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3353'THE STATION IS LOCATED IN ELMORE COUNTY ON THE WEST RIGHT OF WAY OF
 CN3353'ALA 21 AND U.S. 231 ABOUT 4.20 MI (6.76 KM) EAST-NORTHEAST OF
 CN3353'HOLTVILLE AND ABOUT 8.20 MI (13.20 KM) NORTH-NORTHWEST OF WETUMPKA.
 CN3353'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, U.S. 231 AND ALA 9
 CN3353'(MILE POST 165.95 ON ALA 21 AND MILE POST 124.45 ON ALA 9) NORTH OF
 CN3353'WETUMPKA, DRIVE NORTH ON ALA 21 AND U.S. 231 FOR 7.45 MI (11.99 KM)
 CN3353'TO MILE POST 173.40 AND THE STATION ON THE LEFT.
 CN3353'THE STATION IS 13.0 FT (4.0 M) NORTH OF THE CENTER OF A PAVED
 CN3353'DRIVEWAY, 63.5 FT (19.4 M) EAST OF THE SOUTHEAST FENCE CORNER WITH
 CN3353'FIVE STRANDS OF BARBED WIRE ON STEEL AND WOOD POST, 65.0 FT (19.8 M)
 CN3353'EAST-NORTHEAST OF THE SOUTH BRACED GATE POST AT A GRAVEL DRIVEWAY,
 CN3353'84.8 FT (25.8 M) SOUTHWEST OF A POWER POLE, 89.4 FT (27.2 M)
 CN3353'WEST-SOUTHWEST OF TWO BLACK MAILBOXS NO. 775 AND 776 J. H. MURCHISON,
 CN3353'121.8 FT (37.1 M) WEST OF THE CENTERLINE OF ALA 21 AND U.S. 231, 2.0
 CN3353'FT (0.6 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3353'WITH THE GROUND.
 CN3353'STATION 26-40 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3354 ***********************************************************************
 CN3354  DESIGNATION -  26 42
 CN3354  PID         -  CN3354
 CN3354  STATE/COUNTY-  AL/ELMORE
 CN3354  USGS QUAD   -  CLAUD (1987)
 CN3354
 CN3354                         *CURRENT SURVEY CONTROL
 CN3354  ___________________________________________________________________
 CN3354* NAD 83(1992)-  32 35 21.53898(N)    086 06 21.92379(W)     ADJUSTED  
 CN3354* NAVD 88     -       108.9    (meters)     357.     (feet)  GPS OBS   
 CN3354  ___________________________________________________________________
 CN3354  X           -     365,298.167 (meters)                     COMP
 CN3354  Y           -  -5,366,793.099 (meters)                     COMP
 CN3354  Z           -   3,415,715.940 (meters)                     COMP
 CN3354  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 CN3354  ELLIP HEIGHT-          80.29  (meters)          (07/29/02) GPS OBS
 CN3354  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN3354
 CN3354  HORZ ORDER  -  FIRST
 CN3354  ELLP ORDER  -  FOURTH    CLASS I
 CN3354
 CN3354.The horizontal coordinates were established by GPS observations
 CN3354.and adjusted by the National Geodetic Survey in September 1993..
 CN3354
 CN3354.The orthometric height was determined by GPS observations and a
 CN3354.high-resolution geoid model.
 CN3354
 CN3354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3354
 CN3354.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3354
 CN3354.The ellipsoidal height was determined by GPS observations
 CN3354.and is referenced to NAD 83.
 CN3354
 CN3354.The geoid height was determined by GEOID03.
 CN3354
 CN3354;                    North         East     Units Scale Factor Converg.
 CN3354;SPC AL E     -   231,684.726   174,393.567   MT  0.99996808   -0 08 48.9
 CN3354;UTM  16      - 3,606,112.515   583,891.510   MT  0.99968678   +0 28 53.4
 CN3354
 CN3354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3354!SPC AL E     -   0.99998739  x   0.99996808  =   0.99995547
 CN3354!UTM  16      -   0.99998739  x   0.99968678  =   0.99967418
 CN3354
 CN3354:                Primary Azimuth Mark                     Grid Az
 CN3354:SPC AL E     -  26 43                                    298 05 02.1
 CN3354:UTM  16      -  26 43                                    297 27 19.8
 CN3354
 CN3354|---------------------------------------------------------------------|
 CN3354| PID    Reference Object                     Distance      Geod. Az  |
 CN3354|                                                           dddmmss.s |
 CN3354| CN3355 26 43                               475.188 METERS 2975613.2 |
 CN3354|---------------------------------------------------------------------|
 CN3354
 CN3354                          SUPERSEDED SURVEY CONTROL
 CN3354
 CN3354  ELLIP H (09/27/93)   80.34   (m)                       GP(       ) 4 1
 CN3354
 CN3354.Superseded values are not recommended for survey control.
 CN3354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3354.See file dsdata.txt to determine how the superseded data were derived.
 CN3354
 CN3354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8389206113(NAD 83)
 CN3354_MARKER: DD = SURVEY DISK
 CN3354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3354_SP_SET: CONCRETE POST
 CN3354_STAMPING: 26-42 1992
 CN3354_MARK LOGO: ALHD  
 CN3354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3354+STABILITY: SURFACE MOTION
 CN3354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3354+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3354
 CN3354  HISTORY     - Date     Condition        Report By
 CN3354  HISTORY     - 1992     MONUMENTED       ALHD
 CN3354
 CN3354                          STATION DESCRIPTION
 CN3354
 CN3354'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3354'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3354'ELMORE COUNTY ROAD NO. 195, ABOUT 5.10 MI (8.21 KM) SOUTHWEST OF
 CN3354'ECLECTIC AND ABOUT 6.90 MI (11.10 KM) NORTHEAST OF WETUMPKA.
 CN3354'TO REACH THE STATION FROM THE JUNCTION OF ALA 9, ALA 21, U.S. 231 AND
 CN3354'ALA 14 (MILE POST 123.75 ON ALA 9 AND MILE POST 173.60 ON ALA 14) ON
 CN3354'NORTHEAST SIDE OF WETUMPKA, DRIVE EAST ON ALA 14 FOR 6.35 MI
 CN3354'(10.22 KM) TO MILE POST 179.95 AND ELMORE COUNTY ROAD NO. 195 ON THE
 CN3354'LEFT, TURN LEFT ON ELMORE COUNTY ROAD NO. 195 AND DRIVE NORTHWEST FOR
 CN3354'1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT.
 CN3354'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A FOUR STRAND BARBED
 CN3354'WIRE FENCE, 25.0 FT (7.6 M) WEST-NORTHWEST OF A TWELVE-INCH BRACED
 CN3354'FENCE POST, 39.4 FT (12.0 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 CN3354'ELMORE COUNTY ROAD NO. 195, 200.0 FT (61.0 M) EAST-SOUTHEAST OF THE
 CN3354'NORTHWEST BRACED FENCE CORNER, 201.5 FT (61.4 M) SOUTHEAST OF A
 CN3354'JUNCTION POWER POLE, 202.0 FT (61.6 M) SOUTHEAST OF TELEPHONE CABLE
 CN3354'PEDESTAL NO. 14, 225.0 FT (68.6 M) EAST-SOUTHEAST OF A GRAVEL
 CN3354'DRIVEWAY, 2.7 FT (0.8 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST,
 CN3354'AND SET FLUSH WITH THE GROUND.
 CN3354'STATION 26-43 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3355 ***********************************************************************
 CN3355  DESIGNATION -  26 43
 CN3355  PID         -  CN3355
 CN3355  STATE/COUNTY-  AL/ELMORE
 CN3355  USGS QUAD   -  CLAUD (1987)
 CN3355
 CN3355                         *CURRENT SURVEY CONTROL
 CN3355  ___________________________________________________________________
 CN3355* NAD 83(1992)-  32 35 28.76568(N)    086 06 38.02193(W)     ADJUSTED  
 CN3355* NAVD 88     -       115.9    (meters)     380.     (feet)  GPS OBS   
 CN3355  ___________________________________________________________________
 CN3355  X           -     364,871.577 (meters)                     COMP
 CN3355  Y           -  -5,366,707.853 (meters)                     COMP
 CN3355  Z           -   3,415,907.283 (meters)                     COMP
 CN3355  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CN3355  ELLIP HEIGHT-          87.30  (meters)          (07/29/02) GPS OBS
 CN3355  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN3355
 CN3355  HORZ ORDER  -  FIRST
 CN3355  ELLP ORDER  -  FOURTH    CLASS I
 CN3355
 CN3355.The horizontal coordinates were established by GPS observations
 CN3355.and adjusted by the National Geodetic Survey in September 1993..
 CN3355
 CN3355.The orthometric height was determined by GPS observations and a
 CN3355.high-resolution geoid model.
 CN3355
 CN3355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3355
 CN3355.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3355
 CN3355.The ellipsoidal height was determined by GPS observations
 CN3355.and is referenced to NAD 83.
 CN3355
 CN3355.The geoid height was determined by GEOID03.
 CN3355
 CN3355;                    North         East     Units Scale Factor Converg.
 CN3355;SPC AL E     -   231,908.420   173,974.341   MT  0.99996835   -0 08 57.6
 CN3355;UTM  16      - 3,606,331.536   583,469.975   MT  0.99968591   +0 28 44.8
 CN3355
 CN3355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3355!SPC AL E     -   0.99998629  x   0.99996835  =   0.99995464
 CN3355!UTM  16      -   0.99998629  x   0.99968591  =   0.99967221
 CN3355
 CN3355:                Primary Azimuth Mark                     Grid Az
 CN3355:SPC AL E     -  26 42                                    118 05 02.1
 CN3355:UTM  16      -  26 42                                    117 27 19.7
 CN3355
 CN3355|---------------------------------------------------------------------|
 CN3355| PID    Reference Object                     Distance      Geod. Az  |
 CN3355|                                                           dddmmss.s |
 CN3355| CN3354 26 42                               475.188 METERS 1175604.5 |
 CN3355|---------------------------------------------------------------------|
 CN3355
 CN3355                          SUPERSEDED SURVEY CONTROL
 CN3355
 CN3355  ELLIP H (09/27/93)   87.34   (m)                       GP(       ) 4 1
 CN3355
 CN3355.Superseded values are not recommended for survey control.
 CN3355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3355.See file dsdata.txt to determine how the superseded data were derived.
 CN3355
 CN3355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8347006332(NAD 83)
 CN3355_MARKER: DD = SURVEY DISK
 CN3355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3355_SP_SET: CONCRETE POST
 CN3355_STAMPING: 26-43 1992
 CN3355_MARK LOGO: ALHD  
 CN3355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3355+STABILITY: SURFACE MOTION
 CN3355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3355+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3355
 CN3355  HISTORY     - Date     Condition        Report By
 CN3355  HISTORY     - 1992     MONUMENTED       ALHD
 CN3355
 CN3355                          STATION DESCRIPTION
 CN3355
 CN3355'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3355'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3355'ELMORE COUNTY ROAD NO. 195, ABOUT 5.30 MI (8.53 KM) SOUTHWEST OF
 CN3355'ECLECTIC AND ABOUT 6.70 MI (10.78 KM) NORTHEAST OF WETUMPKA.
 CN3355'TO REACH THE STATION FROM THE JUNCTION OF ALA 9, ALA 21, U.S. 231 AND
 CN3355'ALA 14 (MILE POST 123.75 ON ALA 9 AND MILE POST 173.60 ON ALA 14)
 CN3355'NORTHEAST OF WETUMPKA, DRIVE EAST ON ALA FOR 14 6.35 MI (10.22 KM) TO
 CN3355'MILE POST 179.95 AND ELMORE COUNTY ROAD NO. 195 ON THE LEFT, TURN
 CN3355'LEFT ON ELMORE COUNTY ROAD NO. 195 AND DRIVE NORTHWEST FOR 1.55 MI
 CN3355'(2.49 KM) TO THE STATION ON THE RIGHT.
 CN3355'THE STATION IS 46.4 FT (14.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 CN3355'ELMORE COUNTY ROAD NO. 195, 59.2 FT (18.0 M) SOUTHEAST OF A JUNCTION
 CN3355'TRANSFORMER POWER POLE WITH AN ELECTRIC METER ATTACHED, 60.0 FT
 CN3355'(18.3 M) NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS ELMORE
 CN3355'COUNTY ROAD NO. 195, 93.0 FT (28.3 M) NORTHEAST OF THE SOUTHEAST
 CN3355'CORNER OF A WHITE BOARD FENCE ACROSS ELMORE COUNTY ROAD NO. 195, 2.1
 CN3355'FT (0.6 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3355'WITH THE GROUND.
 CN3355'STATION 26-42 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3356 ***********************************************************************
 CN3356  DESIGNATION -  26 44
 CN3356  PID         -  CN3356
 CN3356  STATE/COUNTY-  AL/ELMORE
 CN3356  USGS QUAD   -  DEXTER (1987)
 CN3356
 CN3356                         *CURRENT SURVEY CONTROL
 CN3356  ___________________________________________________________________
 CN3356* NAD 83(1992)-  32 40 51.19929(N)    086 09 59.68230(W)     ADJUSTED  
 CN3356* NAVD 88     -       159.9    (meters)     525.     (feet)  GPS OBS   
 CN3356  ___________________________________________________________________
 CN3356  X           -     359,268.830 (meters)                     COMP
 CN3356  Y           -  -5,361,754.035 (meters)                     COMP
 CN3356  Z           -   3,424,295.372 (meters)                     COMP
 CN3356  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CN3356  ELLIP HEIGHT-         131.07  (meters)          (07/29/02) GPS OBS
 CN3356  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CN3356
 CN3356  HORZ ORDER  -  FIRST
 CN3356  ELLP ORDER  -  FOURTH    CLASS I
 CN3356
 CN3356.The horizontal coordinates were established by GPS observations
 CN3356.and adjusted by the National Geodetic Survey in September 1993..
 CN3356
 CN3356.The orthometric height was determined by GPS observations and a
 CN3356.high-resolution geoid model.
 CN3356
 CN3356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3356
 CN3356.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3356
 CN3356.The ellipsoidal height was determined by GPS observations
 CN3356.and is referenced to NAD 83.
 CN3356
 CN3356.The geoid height was determined by GEOID03.
 CN3356
 CN3356;                    North         East     Units Scale Factor Converg.
 CN3356;SPC AL E     -   241,855.752   168,746.727   MT  0.99997204   -0 10 47.8
 CN3356;UTM  16      - 3,616,217.996   578,134.984   MT  0.99967528   +0 27 00.1
 CN3356
 CN3356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3356!SPC AL E     -   0.99997942  x   0.99997204  =   0.99995146
 CN3356!UTM  16      -   0.99997942  x   0.99967528  =   0.99965471
 CN3356
 CN3356:                Primary Azimuth Mark                     Grid Az
 CN3356:SPC AL E     -  26 45                                    033 14 55.4
 CN3356:UTM  16      -  26 45                                    032 37 07.5
 CN3356
 CN3356|---------------------------------------------------------------------|
 CN3356| PID    Reference Object                     Distance      Geod. Az  |
 CN3356|                                                           dddmmss.s |
 CN3356| CN3357 26 45                               408.101 METERS 0330407.6 |
 CN3356|---------------------------------------------------------------------|
 CN3356
 CN3356                          SUPERSEDED SURVEY CONTROL
 CN3356
 CN3356  ELLIP H (09/27/93)  131.11   (m)                       GP(       ) 4 1
 CN3356
 CN3356.Superseded values are not recommended for survey control.
 CN3356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3356.See file dsdata.txt to determine how the superseded data were derived.
 CN3356
 CN3356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7813516218(NAD 83)
 CN3356_MARKER: DD = SURVEY DISK
 CN3356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3356_SP_SET: CONCRETE POST
 CN3356_STAMPING: 26-44 1992
 CN3356_MARK LOGO: ALHD  
 CN3356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3356+STABILITY: SURFACE MOTION
 CN3356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3356+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3356
 CN3356  HISTORY     - Date     Condition        Report By
 CN3356  HISTORY     - 1992     MONUMENTED       ALHD
 CN3356
 CN3356                          STATION DESCRIPTION
 CN3356
 CN3356'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3356'THE STATION IS LOCATED IN ELMORE COUNTY ON THE EAST RIGHT OF WAY OF
 CN3356'ELMORE COUNTY ROAD NO. 339, ABOUT 3.85 MI (6.20 KM) WEST OF CENTRAL
 CN3356'AND ABOUT 8.10 MI (13.04 KM) NORTHWEST OF ECLECTIC.
 CN3356'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, U.S. 231 AND ALA 9
 CN3356'(MILE POST 165.95 ON ALA 21 AND MILE POST 124.45 ON ALA 9) NORTHEAST
 CN3356'OF WETUMPKA, DRIVE NORTH ON ALA 9 FOR 4.45 MI (7.16 KM) TO MILE POST
 CN3356'128.90 AND ELMORE COUNTY ROAD NO. 49 ON THE LEFT AT A CAUTION LIGHT,
 CN3356'TURN LEFT ON ELMORE COUNTY ROAD NO. 49 AND DRIVE NORTHERLY FOR 1.70
 CN3356'MI (2.74 KM) TO A PAVED CROSS ROADS WITH ELMORE COUNTY ROAD NO. 66
 CN3356'LEFT AND RIGHT AND ELMORE COUNTY ROAD NO. 49 STRAIGHT AHEAD AT
 CN3356'DEXTER, CONTINUE NORTHERLY ON ELMORE COUNTY ROAD NO. 49 FOR 3.05 MI
 CN3356'(4.91 KM) TO A PAVED CROSS ROADS AND ELMORE COUNTY ROAD NO. 337 LEFT
 CN3356'AND RIGHT, TURN LEFT ON ELMORE COUNTY ROAD NO. 337 AND DRIVE WEST FOR
 CN3356'1.05 MI (1.69 KM) TO A PAVED CROSS ROADS AND ELMORE COUNTY NO. 209
 CN3356'LEFT AND RIGHT, CONTINUE WEST ON ELMORE COUNTY ROAD NO. 337 FOR 0.55
 CN3356'MI (0.89 KM) TO THE STATION ON THE RIGHT.
 CN3356'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 CN3356'ON STEEL POST, 35.5 FT (10.8 M) NORTH OF THE CENTERLINE OF ELMORE
 CN3356'COUNTY ROAD NO. 337, 53.3 FT (16.2 M) EAST OF JUNCTION POWER POLE NO.
 CN3356'1185138 40, 59.8 FT (18.2 M) EAST OF THE SOUTH BRACED FENCE CORNER,
 CN3356'64.2 FT (19.6 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 43 W12, 72.7 FT
 CN3356'(22.2 M) EAST OF A STOP SIGN, 97.0 FT (29.6 M) EAST-NORTHEAST OF THE
 CN3356'CENTER OF THE INTERSECTION OF ELMORE COUNTY ROAD NO. 339 AND ELMORE
 CN3356'COUNTY ROAD NO. 337, 103.8 FT (31.6 M) EAST OF THE CENTERLINE OF
 CN3356'ELMORE COUNTY ROAD NO. 339, 2.8 FT (0.9 M) SOUTH OF A CARSONITE
 CN3356'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3356'STATION 26-45 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3357 ***********************************************************************
 CN3357  DESIGNATION -  26 45
 CN3357  PID         -  CN3357
 CN3357  STATE/COUNTY-  AL/ELMORE
 CN3357  USGS QUAD   -  DEXTER (1987)
 CN3357
 CN3357                         *CURRENT SURVEY CONTROL
 CN3357  ___________________________________________________________________
 CN3357* NAD 83(1992)-  32 41 02.30107(N)    086 09 51.13463(W)     ADJUSTED  
 CN3357* NAVD 88     -       160.3    (meters)     526.     (feet)  GPS OBS   
 CN3357  ___________________________________________________________________
 CN3357  X           -     359,478.693 (meters)                     COMP
 CN3357  Y           -  -5,361,555.252 (meters)                     COMP
 CN3357  Z           -   3,424,583.463 (meters)                     COMP
 CN3357  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CN3357  ELLIP HEIGHT-         131.51  (meters)          (07/29/02) GPS OBS
 CN3357  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CN3357
 CN3357  HORZ ORDER  -  FIRST
 CN3357  ELLP ORDER  -  FOURTH    CLASS I
 CN3357
 CN3357.The horizontal coordinates were established by GPS observations
 CN3357.and adjusted by the National Geodetic Survey in September 1993..
 CN3357
 CN3357.The orthometric height was determined by GPS observations and a
 CN3357.high-resolution geoid model.
 CN3357
 CN3357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3357
 CN3357.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3357
 CN3357.The ellipsoidal height was determined by GPS observations
 CN3357.and is referenced to NAD 83.
 CN3357
 CN3357.The geoid height was determined by GEOID03.
 CN3357
 CN3357;                    North         East     Units Scale Factor Converg.
 CN3357;SPC AL E     -   242,197.036   168,970.472   MT  0.99997187   -0 10 43.2
 CN3357;UTM  16      - 3,616,561.618   578,354.898   MT  0.99967570   +0 27 04.9
 CN3357
 CN3357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3357!SPC AL E     -   0.99997935  x   0.99997187  =   0.99995122
 CN3357!UTM  16      -   0.99997935  x   0.99967570  =   0.99965506
 CN3357
 CN3357:                Primary Azimuth Mark                     Grid Az
 CN3357:SPC AL E     -  26 44                                    213 14 55.4
 CN3357:UTM  16      -  26 44                                    212 37 07.3
 CN3357
 CN3357|---------------------------------------------------------------------|
 CN3357| PID    Reference Object                     Distance      Geod. Az  |
 CN3357|                                                           dddmmss.s |
 CN3357| CN3356 26 44                               408.101 METERS 2130412.2 |
 CN3357|---------------------------------------------------------------------|
 CN3357
 CN3357                          SUPERSEDED SURVEY CONTROL
 CN3357
 CN3357  ELLIP H (09/27/93)  131.55   (m)                       GP(       ) 4 1
 CN3357
 CN3357.Superseded values are not recommended for survey control.
 CN3357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3357.See file dsdata.txt to determine how the superseded data were derived.
 CN3357
 CN3357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7835516562(NAD 83)
 CN3357_MARKER: DD = SURVEY DISK
 CN3357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3357_SP_SET: CONCRETE POST
 CN3357_STAMPING: 26-45 1992
 CN3357_MARK LOGO: ALHD  
 CN3357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3357+STABILITY: SURFACE MOTION
 CN3357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3357+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3357
 CN3357  HISTORY     - Date     Condition        Report By
 CN3357  HISTORY     - 1992     MONUMENTED       ALHD
 CN3357
 CN3357                          STATION DESCRIPTION
 CN3357
 CN3357'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3357'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3357'ELMORE COUNTY ROAD NO. 427, ABOUT 3.80 MI (6.12 KM) WEST OF CENTRAL
 CN3357'AND ABOUT 8.15 MI (13.12 KM) NORTHWEST OF ECLECTIC.
 CN3357'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, U.S. 231 AND ALA 9
 CN3357'(MILE POST 165.95 ON ALA 21 AND MILE POST 124.45 ON ALA 9) NORTHEAST
 CN3357'OF WEYUMPKA, DRIVE NORTH ON ALA 9 FOR 4.45 MI (7.16 KM) TO MILE POST
 CN3357'128.90 AND ELMORE COUNTY ROAD NO. 49 ON THE LEFT AT A CAUTION LIGHT,
 CN3357'TURN LEFT ON ELMORE COUNTY ROAD NO. 49 AND DRIVE NORTHERLY FOR 1.70
 CN3357'MI (2.74 KM) TO A PAVED CROSS ROADS WITH ELMORE COUNTY ROAD NO. 66
 CN3357'LEFT AND RIGHT AND ELMORE COUNTY ROAD NO. 49 STRAIGHT AHEAD AT
 CN3357'DEXTER, CONTINUE NORTHERLY ON ELMORE COUNTY ROAD NO. 49 FOR 3.05 MI
 CN3357'(4.91 KM) TO A PAVED CROSS ROADS AND ELMORE COUNTY ROAD NO. 337 LEFT
 CN3357'AND RIGHT, TURN LEFT ON ELMORE COUNTY ROAD NO. 337 AND DRIVE WEST FOR
 CN3357'1.05 MI (1.69 KM) TO A PAVED CROSS ROADS AND ELMORE COUNTY NO. 209
 CN3357'LEFT AND RIGHT, CONTINUE WEST ON ELMORE COUNTY ROAD NO. 337 FOR 0.60
 CN3357'MI (0.97 KM) TO ELMORE COUNTY ROAD NO. 339 LEFT AND RIGHT, TURN RIGHT
 CN3357'ON ELMORE COUNTY ROAD NO. 339 AND DRIVE NORTH FOR 0.20 MI (0.32 KM)
 CN3357'TO ELMORE COUNTY ROAD NO. 427 LEFT AND RIGHT, TURN RIGHT ON ELMORE
 CN3357'COUNTY ROAD NO. 427 AND DRIVE EAST FOR 0.20 MI (0.32 KM) TO THE
 CN3357'STATION ON THE RIGHT.
 CN3357'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FIVE STRAND BARBED
 CN3357'WIRE FENCE ON STEEL POST, 38.8 FT (11.8 M) SOUTH-SOUTHEAST OF THE
 CN3357'CENTERLINE OF ELMORE COUNTY ROAD NO. 427, 81.6 FT (24.9 M)
 CN3357'SOUTH-SOUTHEAST OF A BROWN WOOD BOARD FENCE ACROSS ELMORE COUNTY ROAD
 CN3357'NO. 427, 134.3 FT (40.9 M) EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL
 CN3357'NO. 47 W4 ACROSS ELMORE COUNTY ROAD NO. 427, 144.0 FT (43.9 M) WEST
 CN3357'OF THE NORTHEAST BRACED FENCE CORNER, 2.6 FT (0.8 M) NORTH OF A
 CN3357'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3357'STATION 26-44 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3358 ***********************************************************************
 CN3358  DESIGNATION -  26 46
 CN3358  PID         -  CN3358
 CN3358  STATE/COUNTY-  AL/ELMORE
 CN3358  USGS QUAD   -  MARBURY (1987)
 CN3358
 CN3358                         *CURRENT SURVEY CONTROL
 CN3358  ___________________________________________________________________
 CN3358* NAD 83(1992)-  32 42 20.65049(N)    086 22 51.27440(W)     ADJUSTED  
 CN3358* NAVD 88     -       153.9    (meters)     505.     (feet)  GPS OBS   
 CN3358  ___________________________________________________________________
 CN3358  X           -     339,114.939 (meters)                     COMP
 CN3358  Y           -  -5,361,570.166 (meters)                     COMP
 CN3358  Z           -   3,426,611.323 (meters)                     COMP
 CN3358  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 CN3358  ELLIP HEIGHT-         125.31  (meters)          (07/29/02) GPS OBS
 CN3358  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN3358
 CN3358  HORZ ORDER  -  FIRST
 CN3358  ELLP ORDER  -  FOURTH    CLASS I
 CN3358
 CN3358.The horizontal coordinates were established by GPS observations
 CN3358.and adjusted by the National Geodetic Survey in September 1993..
 CN3358
 CN3358.The orthometric height was determined by GPS observations and a
 CN3358.high-resolution geoid model.
 CN3358
 CN3358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3358
 CN3358.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3358
 CN3358.The ellipsoidal height was determined by GPS observations
 CN3358.and is referenced to NAD 83.
 CN3358
 CN3358.The geoid height was determined by GEOID03.
 CN3358
 CN3358;                    North         East     Units Scale Factor Converg.
 CN3358;SPC AL E     -   244,694.695   148,659.774   MT  0.99999249   -0 17 45.2
 CN3358;UTM  16      - 3,618,834.991   558,024.537   MT  0.99964151   +0 20 04.3
 CN3358
 CN3358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3358!SPC AL E     -   0.99998033  x   0.99999249  =   0.99997282
 CN3358!UTM  16      -   0.99998033  x   0.99964151  =   0.99962184
 CN3358
 CN3358:                Primary Azimuth Mark                     Grid Az
 CN3358:SPC AL E     -  26 47                                    299 13 30.8
 CN3358:UTM  16      -  26 47                                    298 35 41.3
 CN3358
 CN3358|---------------------------------------------------------------------|
 CN3358| PID    Reference Object                     Distance      Geod. Az  |
 CN3358|                                                           dddmmss.s |
 CN3358| CN3359 26 47                               418.448 METERS 2985545.6 |
 CN3358|---------------------------------------------------------------------|
 CN3358
 CN3358                          SUPERSEDED SURVEY CONTROL
 CN3358
 CN3358  ELLIP H (09/27/93)  125.34   (m)                       GP(       ) 4 1
 CN3358
 CN3358.Superseded values are not recommended for survey control.
 CN3358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3358.See file dsdata.txt to determine how the superseded data were derived.
 CN3358
 CN3358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5802518835(NAD 83)
 CN3358_MARKER: DD = SURVEY DISK
 CN3358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3358_SP_SET: CONCRETE POST
 CN3358_STAMPING: 26-46 1992
 CN3358_MARK LOGO: ALHD  
 CN3358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3358+STABILITY: SURFACE MOTION
 CN3358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3358+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2005
 CN3358
 CN3358  HISTORY     - Date     Condition        Report By
 CN3358  HISTORY     - 1992     MONUMENTED       ALHD
 CN3358  HISTORY     - 20050623 GOOD             ALDOT
 CN3358
 CN3358                          STATION DESCRIPTION
 CN3358
 CN3358'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3358'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3358'ELMORE COUNTY ROAD NO. 23, ABOUT 6.05 MI (9.74 KM) NORTHWEST OF
 CN3358'HOLTVILLE AND ABOUT 6.80 MI (10.94 KM) NORTH OF DEATSVILLE.
 CN3358'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 111 (MILE
 CN3358'POST 172.10 ON ALA 14 AND MILE POST 1.25 ON ALA 111) NORTHWEST OF
 CN3358'WETUMPKA, DRIVE NORTHWEST ON ALA 111 FOR 11.90 MI (19.15 KM) TO MILE
 CN3358'POST 13.15 AND A PAVED CROSS ROADS WITH ELMORE COUNTY ROAD NO. 265
 CN3358'LEFT AND RIGHT AND ALA 111 STRAIGHT AHEAD AT COOSA RIVER, TURN RIGHT
 CN3358'AND DRIVE NORTH ON ELMORE COUNTY ROAD NO. 265 FOR 2.95 MI (4.75 KM)
 CN3358'TO A CROSS ROADS WITH ELMORE COUNTY ROAD NO. 23 LEFT AND RIGHT AND A
 CN3358'GRAVEL ROAD STRAIGHT AHEAD, TURN LEFT AND DRIVE WEST AND NORTHWEST ON
 CN3358'ELMORE COUNTY ROAD NO. 23 FOR 2.05 MI (3.30 KM) TO ELMORE COUNTY ROAD
 CN3358'NO. 451 ON THE RIGHT, CONTINUE NORTHWEST ON ELMORE COUNTY ROAD NO. 23
 CN3358'FOR 0.20 MI (0.32 KM) TO THE STATION ON THE RIGHT.
 CN3358'THE STATION IS 18.6 FT (5.7 M) SOUTH OF THE CENTER OF A FIELD ROAD,
 CN3358'36.3 FT (11.1 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 196, 37.2
 CN3358'FT (11.3 M) NORTHWEST OF A TELEPHONE POLE, 37.7 FT (11.5 M)
 CN3358'WEST-NORTHWEST OF THE NORTHWEST CROSS TIE CORNER POST, 38.8 FT
 CN3358'(11.8 M) WEST-NORTHWEST OF A TWO STRAND BARBED WIRE FENCE ON STEEL
 CN3358'POST, 39.6 FT (12.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF ELMORE
 CN3358'COUNTY ROAD NO. 23, 96.8 FT (29.5 M) NORTH OF A JUNCTION POWER POLE
 CN3358'ACROSS ELMORE COUNTY ROAD NO. 23, 2.6 FT (0.8 M) SOUTH-SOUTHWEST OF A
 CN3358'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3358'STATION 26-47 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3358
 CN3358                          STATION RECOVERY (2005)
 CN3358
 CN3358'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3358'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3359 ***********************************************************************
 CN3359  DESIGNATION -  26 47
 CN3359  PID         -  CN3359
 CN3359  STATE/COUNTY-  AL/ELMORE
 CN3359  USGS QUAD   -  MARBURY (1987)
 CN3359
 CN3359                         *CURRENT SURVEY CONTROL
 CN3359  ___________________________________________________________________
 CN3359* NAD 83(1992)-  32 42 27.22109(N)    086 23 05.33621(W)     ADJUSTED  
 CN3359* NAVD 88     -       152.7    (meters)     501.     (feet)  GPS OBS   
 CN3359  ___________________________________________________________________
 CN3359  X           -     338,742.461 (meters)                     COMP
 CN3359  Y           -  -5,361,483.110 (meters)                     COMP
 CN3359  Z           -   3,426,780.995 (meters)                     COMP
 CN3359  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 CN3359  ELLIP HEIGHT-         124.11  (meters)          (07/29/02) GPS OBS
 CN3359  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN3359
 CN3359  HORZ ORDER  -  FIRST
 CN3359  ELLP ORDER  -  FOURTH    CLASS I
 CN3359
 CN3359.The horizontal coordinates were established by GPS observations
 CN3359.and adjusted by the National Geodetic Survey in September 1993..
 CN3359
 CN3359.The orthometric height was determined by GPS observations and a
 CN3359.high-resolution geoid model.
 CN3359
 CN3359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3359
 CN3359.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3359
 CN3359.The ellipsoidal height was determined by GPS observations
 CN3359.and is referenced to NAD 83.
 CN3359
 CN3359.The geoid height was determined by GEOID03.
 CN3359
 CN3359;                    North         East     Units Scale Factor Converg.
 CN3359;SPC AL E     -   244,898.998   148,294.594   MT  0.99999295   -0 17 52.8
 CN3359;UTM  16      - 3,619,035.194   557,657.260   MT  0.99964099   +0 19 56.7
 CN3359
 CN3359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3359!SPC AL E     -   0.99998051  x   0.99999295  =   0.99997346
 CN3359!UTM  16      -   0.99998051  x   0.99964099  =   0.99962151
 CN3359
 CN3359:                Primary Azimuth Mark                     Grid Az
 CN3359:SPC AL E     -  26 46                                    119 13 30.8
 CN3359:UTM  16      -  26 46                                    118 35 41.3
 CN3359
 CN3359|---------------------------------------------------------------------|
 CN3359| PID    Reference Object                     Distance      Geod. Az  |
 CN3359|                                                           dddmmss.s |
 CN3359| CN3358 26 46                               418.448 METERS 1185538.0 |
 CN3359|---------------------------------------------------------------------|
 CN3359
 CN3359                          SUPERSEDED SURVEY CONTROL
 CN3359
 CN3359  ELLIP H (09/27/93)  124.14   (m)                       GP(       ) 4 1
 CN3359
 CN3359.Superseded values are not recommended for survey control.
 CN3359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3359.See file dsdata.txt to determine how the superseded data were derived.
 CN3359
 CN3359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5765719035(NAD 83)
 CN3359_MARKER: DD = SURVEY DISK
 CN3359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3359_SP_SET: CONCRETE POST
 CN3359_STAMPING: 26-47 1992
 CN3359_MARK LOGO: ALHD  
 CN3359_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3359+STABILITY: SURFACE MOTION
 CN3359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3359+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3359
 CN3359  HISTORY     - Date     Condition        Report By
 CN3359  HISTORY     - 1992     MONUMENTED       ALHD
 CN3359
 CN3359                          STATION DESCRIPTION
 CN3359
 CN3359'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3359'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3359'ELMORE COUNTY ROAD NO. 23, ABOUT 6.25 MI (10.06 KM) NORTHWEST OF
 CN3359'HOLTVILLE AND ABOUT 6.75 MI (10.86 KM) NORTH OF DEATSVILLE.
 CN3359'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 111 (MILE
 CN3359'POST 172.10 ON ALA 14 AND MILE POST 1.25 ON ALA 111) NORTHWEST OF
 CN3359'WETUMPKA, DRIVE NORTHWEST ON ALA 111 FOR 11.90 MI (19.15 KM) TO MILE
 CN3359'POST 13.15 AND A PAVED CROSS ROADS WITH ELMORE COUNTY ROAD NO. 265
 CN3359'LEFT AND RIGHT AND ALA 111 STRAIGHT AHEAD AT COOSA RIVER, TURN RIGHT
 CN3359'AND DRIVE NORTH ON ELMORE COUNTY ROAD NO. 265 FOR 2.95 MI (4.75 KM)
 CN3359'TO A CROSS ROADS WITH ELMORE COUNTY ROAD NO. 23 LEFT AND RIGHT AND A
 CN3359'GRAVEL ROAD STRAIGHT AHEAD, TURN LEFT AND DRIVE WEST AND NORTHWEST ON
 CN3359'ELMORE COUNTY ROAD NO 23 FOR 2.05 MI (3.30 KM) TO ELMORE COUNTY ROAD
 CN3359'NO. 451 ON THE RIGHT, CONTINUE NORTHWEST ON ELMORE COUNTY ROAD NO. 23
 CN3359'FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT.
 CN3359'THE STATION IS 32.6 FT (9.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CN3359'ELMORE COUNTY ROAD NO. 23, 86.6 FT (26.4 M) SOUTH OF TELEPHONE CABLE
 CN3359'PEDESTAL NO. 204 ACROSS ELMORE COUNTY ROAD NO. 23, 87.2 FT (26.6 M)
 CN3359'SOUTH OF A TELEPHONE POLE ACROSS ELMORE COUNTY ROAD NO. 23, 90.0 FT
 CN3359'(27.4 M) EAST-SOUTHEAST OF A GRAVEL DRIVEWAY, 111.3 FT (33.9 M)
 CN3359'EAST-SOUTHEAST OF THE CENTER OF TWO WATER METERS, 117.2 FT (35.7 M)
 CN3359'EAST-SOUTHEAST OF A JUNCTION POWER POLE, 121.5 FT (37.0 M) NORTHWEST
 CN3359'OF A POWER POLE, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS
 CN3359'POST, AND SET FLUSH WITH THE GROUND.
 CN3359'STATION 26-46 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3360 ***********************************************************************
 CN3360  DESIGNATION -  26 48
 CN3360  PID         -  CN3360
 CN3360  STATE/COUNTY-  AL/ELMORE
 CN3360  USGS QUAD   -  ELMORE (1987)
 CN3360
 CN3360                         *CURRENT SURVEY CONTROL
 CN3360  ___________________________________________________________________
 CN3360* NAD 83(1992)-  32 36 38.79438(N)    086 21 36.57915(W)     ADJUSTED  
 CN3360* NAVD 88     -       107.3    (meters)     352.     (feet)  GPS OBS   
 CN3360  ___________________________________________________________________
 CN3360  X           -     341,414.802 (meters)                     COMP
 CN3360  Y           -  -5,367,079.292 (meters)                     COMP
 CN3360  Z           -   3,417,720.041 (meters)                     COMP
 CN3360  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 CN3360  ELLIP HEIGHT-          78.76  (meters)          (07/29/02) GPS OBS
 CN3360  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN3360
 CN3360  HORZ ORDER  -  FIRST
 CN3360  ELLP ORDER  -  FOURTH    CLASS I
 CN3360
 CN3360.The horizontal coordinates were established by GPS observations
 CN3360.and adjusted by the National Geodetic Survey in September 1993..
 CN3360
 CN3360.The orthometric height was determined by GPS observations and a
 CN3360.high-resolution geoid model.
 CN3360
 CN3360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3360
 CN3360.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3360
 CN3360.The ellipsoidal height was determined by GPS observations
 CN3360.and is referenced to NAD 83.
 CN3360
 CN3360.The geoid height was determined by GEOID03.
 CN3360
 CN3360;                    North         East     Units Scale Factor Converg.
 CN3360;SPC AL E     -   234,154.158   150,552.921   MT  0.99999014   -0 17 02.1
 CN3360;UTM  16      - 3,608,319.557   560,032.690   MT  0.99964444   +0 20 41.4
 CN3360
 CN3360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3360!SPC AL E     -   0.99998763  x   0.99999014  =   0.99997777
 CN3360!UTM  16      -   0.99998763  x   0.99964444  =   0.99963208
 CN3360
 CN3360:                Primary Azimuth Mark                     Grid Az
 CN3360:SPC AL E     -  26 49                                    263 37 35.9
 CN3360:UTM  16      -  26 49                                    262 59 52.4
 CN3360
 CN3360|---------------------------------------------------------------------|
 CN3360| PID    Reference Object                     Distance      Geod. Az  |
 CN3360|                                                           dddmmss.s |
 CN3360| CN3361 26 49                               428.391 METERS 2632033.8 |
 CN3360|---------------------------------------------------------------------|
 CN3360
 CN3360                          SUPERSEDED SURVEY CONTROL
 CN3360
 CN3360  ELLIP H (09/27/93)   78.80   (m)                       GP(       ) 4 1
 CN3360
 CN3360.Superseded values are not recommended for survey control.
 CN3360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3360.See file dsdata.txt to determine how the superseded data were derived.
 CN3360
 CN3360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6003308320(NAD 83)
 CN3360_MARKER: DD = SURVEY DISK
 CN3360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3360_SP_SET: CONCRETE POST
 CN3360_STAMPING: 26-48 1992
 CN3360_MARK LOGO: ALHD  
 CN3360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3360+STABILITY: SURFACE MOTION
 CN3360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3360+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3360
 CN3360  HISTORY     - Date     Condition        Report By
 CN3360  HISTORY     - 1992     MONUMENTED       ALHD
 CN3360
 CN3360                          STATION DESCRIPTION
 CN3360
 CN3360'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3360'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3360'ELMORE COUNTY ROAD NO. 262, ABOUT 2.00 MI (3.22 KM) EAST OF
 CN3360'DEATSVILLE AND ABOUT 3.10 MI (4.99 KM) SOUTHWEST OF HOLTVILLE.
 CN3360'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 (MILE
 CN3360'POST 165.25 ON ALA 14 AND MILE POST 20.85 ON ALA 143) AT ELMORE,
 CN3360'DRIVE NORTHWEST ON ALA 143 FOR 5.85 MI (9.41 KM) TO MILE POST 26.70
 CN3360'AND ELMORE COUNTY ROAD NO. 262 ON THE RIGHT, TURN RIGHT ON ELMORE
 CN3360'COUNTY ROAD NO. 262 AND DRIVE EAST FOR 0.50 MI (0.80 KM) TO THE
 CN3360'STATION ON THE RIGHT.
 CN3360'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 CN3360'ON WOOD POST, 36.1 FT (11.0 M) SOUTH OF THE CENTERLINE OF ELMORE
 CN3360'COUNTY ROAD NO. 262, 77.9 FT (23.7 M) SOUTH OF THE SOUTHWEST BRACED
 CN3360'CROSS TIE FENCE CORNER ACROSS ELMORE COUNTY ROAD NO. 262, 98.0 FT
 CN3360'(29.9 M) WEST-SOUTHWEST OF A GRAVEL DRIVEWAY ACROSS ELMORE COUNTY
 CN3360'ROAD NO. 262, 108.5 FT (33.1 M) EAST-SOUTHEAST OF A ELMORE COUNTY
 CN3360'ROAD NO. 257 RIGHT SIGN ACROSS ELMORE COUNTY ROAD NO. 262, 3.0 FT
 CN3360'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3360'GROUND.
 CN3360'STATION 26-49 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3361 ***********************************************************************
 CN3361  DESIGNATION -  26 49
 CN3361  PID         -  CN3361
 CN3361  STATE/COUNTY-  AL/ELMORE
 CN3361  USGS QUAD   -  ELMORE (1987)
 CN3361
 CN3361                         *CURRENT SURVEY CONTROL
 CN3361  ___________________________________________________________________
 CN3361* NAD 83(1992)-  32 36 37.18189(N)    086 21 52.89896(W)     ADJUSTED  
 CN3361* NAVD 88     -       108.2    (meters)     355.     (feet)  GPS OBS   
 CN3361  ___________________________________________________________________
 CN3361  X           -     340,991.899 (meters)                     COMP
 CN3361  Y           -  -5,367,133.753 (meters)                     COMP
 CN3361  Z           -   3,417,678.678 (meters)                     COMP
 CN3361  LAPLACE CORR-          -1.21  (seconds)                    DEFLEC99
 CN3361  ELLIP HEIGHT-          79.65  (meters)          (07/29/02) GPS OBS
 CN3361  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN3361
 CN3361  HORZ ORDER  -  FIRST
 CN3361  ELLP ORDER  -  FOURTH    CLASS I
 CN3361
 CN3361.The horizontal coordinates were established by GPS observations
 CN3361.and adjusted by the National Geodetic Survey in September 1993..
 CN3361
 CN3361.The orthometric height was determined by GPS observations and a
 CN3361.high-resolution geoid model.
 CN3361
 CN3361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3361
 CN3361.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3361
 CN3361.The ellipsoidal height was determined by GPS observations
 CN3361.and is referenced to NAD 83.
 CN3361
 CN3361.The geoid height was determined by GEOID03.
 CN3361
 CN3361;                    North         East     Units Scale Factor Converg.
 CN3361;SPC AL E     -   234,106.604   150,127.183   MT  0.99999066   -0 17 10.9
 CN3361;UTM  16      - 3,608,267.352   559,607.646   MT  0.99964381   +0 20 32.6
 CN3361
 CN3361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3361!SPC AL E     -   0.99998749  x   0.99999066  =   0.99997815
 CN3361!UTM  16      -   0.99998749  x   0.99964381  =   0.99963131
 CN3361
 CN3361:                Primary Azimuth Mark                     Grid Az
 CN3361:SPC AL E     -  26 48                                    083 37 35.9
 CN3361:UTM  16      -  26 48                                    082 59 52.4
 CN3361
 CN3361|---------------------------------------------------------------------|
 CN3361| PID    Reference Object                     Distance      Geod. Az  |
 CN3361|                                                           dddmmss.s |
 CN3361| CN3360 26 48                               428.391 METERS 0832025.0 |
 CN3361|---------------------------------------------------------------------|
 CN3361
 CN3361                          SUPERSEDED SURVEY CONTROL
 CN3361
 CN3361  ELLIP H (09/27/93)   79.69   (m)                       GP(       ) 4 1
 CN3361
 CN3361.Superseded values are not recommended for survey control.
 CN3361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3361.See file dsdata.txt to determine how the superseded data were derived.
 CN3361
 CN3361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5960808267(NAD 83)
 CN3361_MARKER: DD = SURVEY DISK
 CN3361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3361_SP_SET: CONCRETE POST
 CN3361_STAMPING: 26-49 1992
 CN3361_MARK LOGO: ALHD  
 CN3361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3361+STABILITY: SURFACE MOTION
 CN3361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3361+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3361
 CN3361  HISTORY     - Date     Condition        Report By
 CN3361  HISTORY     - 1992     MONUMENTED       ALHD
 CN3361
 CN3361                          STATION DESCRIPTION
 CN3361
 CN3361'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3361'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3361'ELMORE COUNTY ROAD NO. 262, ABOUT 1.80 MI (2.90 KM) EAST OF
 CN3361'DEATSVILLE AND ABOUT 3.20 MI (5.15 KM) SOUTHWEST OF HOLTVILLE.
 CN3361'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 (MILE
 CN3361'POST 165.25 ON ALA 14 AND MILE POST 20.85 ON ALA 143) AT ELMORE,
 CN3361'DRIVE NORTHWEST ON ALA 143 FOR 5.85 MI (9.41 KM) TO MILE POST 26.70
 CN3361'AND ELMORE COUNTY ROAD NO. 262 ON THE RIGHT, TURN RIGHT ON ELMORE
 CN3361'COUNTY ROAD NO. 262 AND DRIVE EAST FOR 0.25 MI (0.40 KM) TO THE
 CN3361'STATION ON THE LEFT.
 CN3361'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 CN3361'ON WOOD POST, 37.4 FT (11.4 M) NORTH OF THE CENTERLINE OF ELMORE
 CN3361'COUNTY ROAD NO. 262, 65.5 FT (20.0 M) WEST OF THE WEST BRACED CROSS
 CN3361'TIE POST AT A GRAVEL DRIVEWAY, 75.0 FT (22.9 M) WEST OF A GRAVEL
 CN3361'DRIVEWAY LEADING INTO A FIELD, 84.7 FT (25.8 M) WEST OF THE EAST
 CN3361'BRACED CROSS TIE POST AT A GRAVEL DRIVEWAY, 3.1 FT (0.9 M) SOUTH OF A
 CN3361'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3361'STATION 26-48 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2412 ***********************************************************************
 CM2412  DESIGNATION -  26 5
 CM2412  PID         -  CM2412
 CM2412  STATE/COUNTY-  AL/ELMORE
 CM2412  USGS QUAD   -  SHORTER (1981)
 CM2412
 CM2412                         *CURRENT SURVEY CONTROL
 CM2412  ___________________________________________________________________
 CM2412* NAD 83(1992)-  32 27 42.50902(N)    085 53 56.23289(W)     ADJUSTED  
 CM2412* NAVD 88     -        61.0    (meters)     200.     (feet)  VERTCON   
 CM2412  ___________________________________________________________________
 CM2412  X           -     385,238.682 (meters)                     COMP
 CM2412  Y           -  -5,372,980.745 (meters)                     COMP
 CM2412  Z           -   3,403,767.904 (meters)                     COMP
 CM2412  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CM2412  ELLIP HEIGHT-          32.63  (meters)          (07/29/02) GPS OBS
 CM2412  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CM2412
 CM2412  HORZ ORDER  -  FIRST
 CM2412  ELLP ORDER  -  FOURTH    CLASS I
 CM2412
 CM2412.The horizontal coordinates were established by GPS observations
 CM2412.and adjusted by the National Geodetic Survey in December 1992..
 CM2412
 CM2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2412
 CM2412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2412
 CM2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2412
 CM2412.The ellipsoidal height was determined by GPS observations
 CM2412.and is referenced to NAD 83.
 CM2412
 CM2412.The geoid height was determined by GEOID03.
 CM2412
 CM2412;                    North         East     Units Scale Factor Converg.
 CM2412;SPC AL E     -   217,514.190   193,830.863   MT  0.99996047   -0 02 06.8
 CM2412;UTM  16      - 3,592,159.199   603,477.797   MT  0.99973204   +0 35 27.7
 CM2412
 CM2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2412!SPC AL E     -   0.99999488  x   0.99996047  =   0.99995535
 CM2412!UTM  16      -   0.99999488  x   0.99973204  =   0.99972692
 CM2412
 CM2412:                Primary Azimuth Mark                     Grid Az
 CM2412:SPC AL E     -  26 6                                     108 48 07.4
 CM2412:UTM  16      -  26 6                                     108 10 32.9
 CM2412
 CM2412|---------------------------------------------------------------------|
 CM2412| PID    Reference Object                     Distance      Geod. Az  |
 CM2412|                                                           dddmmss.s |
 CM2412| CM2413 26 6                                458.749 METERS 1084600.6 |
 CM2412|---------------------------------------------------------------------|
 CM2412
 CM2412                          SUPERSEDED SURVEY CONTROL
 CM2412
 CM2412  ELLIP H (12/04/92)   32.68   (m)                       GP(       ) 4 1
 CM2412  NAD 83(1986)-  32 27 42.51791(N)    085 53 56.23317(W) AD(       ) 1
 CM2412  NGVD 29 (12/04/92)   61.0    (m)          200.     (f) GPS OBS        
 CM2412
 CM2412.Superseded values are not recommended for survey control.
 CM2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2412.See file dsdata.txt to determine how the superseded data were derived.
 CM2412
 CM2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0347892159(NAD 83)
 CM2412_MARKER: DD = SURVEY DISK
 CM2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2412_SP_SET: CONCRETE POST
 CM2412_STAMPING: 26-5 1991
 CM2412_MARK LOGO: ALHD  
 CM2412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2412+STABILITY: SURFACE MOTION
 CM2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2412+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2412
 CM2412  HISTORY     - Date     Condition        Report By
 CM2412  HISTORY     - 1991     MONUMENTED       ALHD
 CM2412
 CM2412                          STATION DESCRIPTION
 CM2412
 CM2412'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2412'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2412'ELMORE COUNTY ROAD NO. 143, ABOUT 5.10 MI (8.21 KM) SOUTH OF
 CM2412'TALLASSEE AND ABOUT 18.60 MI (29.93 KM) EAST-SOUTHEAST OF WETUMPKA.
 CM2412'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 229 (MILE
 CM2412'POST 11.30 ON ALA 229) IN TALLASSEE, DRIVE SOUTH ON ALA 229 FOR 5.55
 CM2412'MI (8.93 KM) TO MILE POST 5.75 AND ELMORE COUNTY ROAD NO. 143 ON THE
 CM2412'RIGHT, TURN RIGHT ON ELMORE COUNTY ROAD NO. 143 AND DRIVE WEST 0.40
 CM2412'MI (0.64 KM) TO THE STATION ON THE LEFT.
 CM2412'THE STATION IS 47.0 FT (14.3 M) SOUTH-SOUTHWEST OF THE CENTER OF
 CM2412'ELMORE COUNTY ROAD NO. 143, 0.05 MI (0.08 KM) EAST OF THE EAST END OF
 CM2412'A CONCRETE BRIDGE, 1.3 FT (0.4 M) NORTH-NORTHEAST OF A CARSONITE
 CM2412'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2412'STATION 26-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3362 ***********************************************************************
 CN3362  DESIGNATION -  26 50
 CN3362  PID         -  CN3362
 CN3362  STATE/COUNTY-  AL/ELMORE
 CN3362  USGS QUAD   -  ELMORE (1987)
 CN3362
 CN3362                         *CURRENT SURVEY CONTROL
 CN3362  ___________________________________________________________________
 CN3362* NAD 83(1992)-  32 35 26.39400(N)    086 17 53.06391(W)     ADJUSTED  
 CN3362* NAVD 88     -        89.0    (meters)     292.     (feet)  GPS OBS   
 CN3362  ___________________________________________________________________
 CN3362  X           -     347,307.134 (meters)                     COMP
 CN3362  Y           -  -5,367,889.962 (meters)                     COMP
 CN3362  Z           -   3,415,831.292 (meters)                     COMP
 CN3362  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CN3362  ELLIP HEIGHT-          60.50  (meters)          (07/29/02) GPS OBS
 CN3362  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN3362
 CN3362  HORZ ORDER  -  FIRST
 CN3362  ELLP ORDER  -  FOURTH    CLASS I
 CN3362
 CN3362.The horizontal coordinates were established by GPS observations
 CN3362.and adjusted by the National Geodetic Survey in September 1993..
 CN3362
 CN3362.The orthometric height was determined by GPS observations and a
 CN3362.high-resolution geoid model.
 CN3362
 CN3362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3362
 CN3362.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3362
 CN3362.The ellipsoidal height was determined by GPS observations
 CN3362.and is referenced to NAD 83.
 CN3362
 CN3362.The geoid height was determined by GEOID03.
 CN3362
 CN3362;                    North         East     Units Scale Factor Converg.
 CN3362;SPC AL E     -   231,896.758   156,370.659   MT  0.99998346   -0 15 01.2
 CN3362;UTM  16      - 3,606,126.860   565,872.870   MT  0.99965351   +0 22 41.1
 CN3362
 CN3362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3362!SPC AL E     -   0.99999050  x   0.99998346  =   0.99997396
 CN3362!UTM  16      -   0.99999050  x   0.99965351  =   0.99964401
 CN3362
 CN3362                          SUPERSEDED SURVEY CONTROL
 CN3362
 CN3362  ELLIP H (09/27/93)   60.54   (m)                       GP(       ) 4 1
 CN3362
 CN3362.Superseded values are not recommended for survey control.
 CN3362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3362.See file dsdata.txt to determine how the superseded data were derived.
 CN3362
 CN3362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6587306127(NAD 83)
 CN3362_MARKER: DD = SURVEY DISK
 CN3362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3362_SP_SET: CONCRETE POST
 CN3362_STAMPING: 26-50 1992
 CN3362_MARK LOGO: ALHD  
 CN3362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3362+STABILITY: SURFACE MOTION
 CN3362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3362+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3362
 CN3362  HISTORY     - Date     Condition        Report By
 CN3362  HISTORY     - 1992     MONUMENTED       ALHD
 CN3362
 CN3362                          STATION DESCRIPTION
 CN3362
 CN3362'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3362'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3362'OF ELMORE COUNTY ROAD NO. 81, ABOUT 5.80 MI (9.33 KM) EAST-SOUTHEAST
 CN3362'OF DEATSVILLE AND ABOUT 6.50 MI (10.46 KM) NORTHWEST OF WETUMPKA.
 CN3362'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 (MILE
 CN3362'POST 165.25 ON ALA 14 AND MILE POST 20.85 ON ALA 143) IN ELMORE,
 CN3362'DRIVE NORTH ON ALA 143 FOR 1.55 MI (2.49 KM) TO MILE POST 22.40 AND
 CN3362'ELMORE COUNTY ROAD NO. 23 ON THE RIGHT, TURN RIGHT ON ELMORE COUNTY
 CN3362'ROAD NO. 23 AND DRIVE NORTHERLY FOR 2.45 MI (3.94 KM) TO ELMORE
 CN3362'COUNTY ROAD NO. 81 ON THE RIGHT, TURN RIGHT ON ELMORE COUNTY ROAD NO.
 CN3362'81 AND DRIVE EAST FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT
 CN3362'IN A SHARP CURVE.
 CN3362'THE STATION IS 31.8 FT (9.7 M) SOUTHWEST OF THE CENTER OF ELMORE
 CN3362'COUNTY ROAD NO. 81, 196.0 FT (59.7 M) WEST-NORTHWEST OF TELEPHONE
 CN3362'CABLE PEDESTAL NO. 39 ACROSS ELMORE COUNTY ROAD NO. 81, 2.2 FT
 CN3362'(0.7 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3362'WITH THE GROUND.
 CN3362'STATION 26-51 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3363 ***********************************************************************
 CN3363  DESIGNATION -  26 51
 CN3363  PID         -  CN3363
 CN3363  STATE/COUNTY-  AL/ELMORE
 CN3363  USGS QUAD   -  ELMORE (1987)
 CN3363
 CN3363                         *CURRENT SURVEY CONTROL
 CN3363  ___________________________________________________________________
 CN3363* NAD 83(1992)-  32 35 03.31985(N)    086 17 50.65685(W)     ADJUSTED  
 CN3363* NAVD 88     -        87.2    (meters)     286.     (feet)  GPS OBS   
 CN3363  ___________________________________________________________________
 CN3363  X           -     347,394.401 (meters)                     COMP
 CN3363  Y           -  -5,368,266.432 (meters)                     COMP
 CN3363  Z           -   3,415,231.428 (meters)                     COMP
 CN3363  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 CN3363  ELLIP HEIGHT-          58.71  (meters)          (07/29/02) GPS OBS
 CN3363  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CN3363
 CN3363  HORZ ORDER  -  FIRST
 CN3363  ELLP ORDER  -  FOURTH    CLASS I
 CN3363
 CN3363.The horizontal coordinates were established by GPS observations
 CN3363.and adjusted by the National Geodetic Survey in September 1993..
 CN3363
 CN3363.The orthometric height was determined by GPS observations and a
 CN3363.high-resolution geoid model.
 CN3363
 CN3363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3363
 CN3363.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3363
 CN3363.The ellipsoidal height was determined by GPS observations
 CN3363.and is referenced to NAD 83.
 CN3363
 CN3363.The geoid height was determined by GEOID03.
 CN3363
 CN3363;                    North         East     Units Scale Factor Converg.
 CN3363;SPC AL E     -   231,185.709   156,430.329   MT  0.99998340   -0 14 59.7
 CN3363;UTM  16      - 3,605,416.742   565,940.312   MT  0.99965362   +0 22 42.2
 CN3363
 CN3363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3363!SPC AL E     -   0.99999078  x   0.99998340  =   0.99997418
 CN3363!UTM  16      -   0.99999078  x   0.99965362  =   0.99964441
 CN3363
 CN3363                          SUPERSEDED SURVEY CONTROL
 CN3363
 CN3363  ELLIP H (09/27/93)   58.75   (m)                       GP(       ) 4 1
 CN3363
 CN3363.Superseded values are not recommended for survey control.
 CN3363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3363.See file dsdata.txt to determine how the superseded data were derived.
 CN3363
 CN3363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6594005417(NAD 83)
 CN3363_MARKER: DD = SURVEY DISK
 CN3363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3363_SP_SET: CONCRETE POST
 CN3363_STAMPING: 26-51 1992
 CN3363_MARK LOGO: ALHD  
 CN3363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3363+STABILITY: SURFACE MOTION
 CN3363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3363+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 CN3363
 CN3363  HISTORY     - Date     Condition        Report By
 CN3363  HISTORY     - 1992     MONUMENTED       ALHD
 CN3363  HISTORY     - 20050817 GOOD             ALDOT
 CN3363
 CN3363                          STATION DESCRIPTION
 CN3363
 CN3363'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3363'THE STATION IS LOCATED IN ELMORE COUNTY ON THE EAST RIGHT OF WAY OF
 CN3363'ELMORE COUNTY ROAD NO. 81, ABOUT 6.05 MI (9.74 KM) EAST-SOUTHEAST OF
 CN3363'DEATSVILLE AND ABOUT 6.20 MI (9.98 KM) NORTHWEST OF WETUMPKA.
 CN3363'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 (MILE
 CN3363'POST 165.25 ON ALA 14 AND MILE POST 20.85 ON ALA 143) IN ELMORE,
 CN3363'DRIVE NORTH ON ALA 143 FOR 1.55 MI (2.49 KM) TO MILE POST 22.40 AND
 CN3363'ELMORE COUNTY ROAD NO. 23 ON THE RIGHT, TURN RIGHT ON ELMORE COUNTY
 CN3363'ROAD NO. 23 AND DRIVE NORTHERLY FOR 2.45 MI (3.94 KM) TO ELMORE
 CN3363'COUNTY ROAD NO. 81 ON THE RIGHT, TURN RIGHT ON ELMORE COUNTY ROAD NO.
 CN3363'81 AND DRIVE EAST FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT.
 CN3363'THE STATION IS 31.7 FT (9.7 M) EAST OF THE CENTER OF ELMORE COUNTY
 CN3363'ROAD NO. 81, 61.6 FT (18.8 M) NORTH OF THE WEST LEG OF A FIVE FOOT BY
 CN3363'TEN FOOT BOULDIN HYDROELECTRIC GENERATING PLANT SIGN, 62.0 FT
 CN3363'(18.9 M) NORTH OF THE EAST LEG OF A FIVE FOOT BY TEN FOOT BOULDIN
 CN3363'HYDROELECTRIC GENERATING PLANT SIGN, 107.5 FT (32.8 M) NORTH OF THE
 CN3363'CENTER OF A PAVED COUNTY ROAD LEADING EAST, 111.0 FT (33.8 M)
 CN3363'NORTH-NORTHEAST OF THE CENTER OF THE INTERSECTION OF ELMORE COUNTY
 CN3363'ROAD NO. 81 AND A PAVED COUNTY ROAD, 2.3 FT (0.7 M) EAST OF A
 CN3363'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3363'STATION 26-50 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3363
 CN3363                          STATION RECOVERY (2005)
 CN3363
 CN3363'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3363'REPLACED CARSONITE WITNESS POST WITH A METAL WITNESS POST IN SAME
 CN3363'LOCATION, REST OF DESCRIPTION OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3364 ***********************************************************************
 CN3364  DESIGNATION -  26 52
 CN3364  PID         -  CN3364
 CN3364  STATE/COUNTY-  AL/ELMORE
 CN3364  USGS QUAD   -  ELMORE (1987)
 CN3364
 CN3364                         *CURRENT SURVEY CONTROL
 CN3364  ___________________________________________________________________
 CN3364* NAD 83(1992)-  32 31 31.44502(N)    086 20 04.14882(W)     ADJUSTED  
 CN3364* NAVD 88     -        59.3    (meters)     195.     (feet)  GPS OBS   
 CN3364  ___________________________________________________________________
 CN3364  X           -     344,143.096 (meters)                     COMP
 CN3364  Y           -  -5,371,971.755 (meters)                     COMP
 CN3364  Z           -   3,409,715.268 (meters)                     COMP
 CN3364  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CN3364  ELLIP HEIGHT-          31.02  (meters)          (07/29/02) GPS OBS
 CN3364  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CN3364
 CN3364  HORZ ORDER  -  FIRST
 CN3364  ELLP ORDER  -  FOURTH    CLASS I
 CN3364
 CN3364.This mark is at Wetumpka Airport (08A)
 CN3364
 CN3364.The horizontal coordinates were established by GPS observations
 CN3364.and adjusted by the National Geodetic Survey in September 1993..
 CN3364
 CN3364.The orthometric height was determined by GPS observations and a
 CN3364.high-resolution geoid model.
 CN3364
 CN3364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3364
 CN3364.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3364
 CN3364.The ellipsoidal height was determined by GPS observations
 CN3364.and is referenced to NAD 83.
 CN3364
 CN3364.The geoid height was determined by GEOID03.
 CN3364
 CN3364;                    North         East     Units Scale Factor Converg.
 CN3364;SPC AL E     -   224,674.938   152,918.187   MT  0.99998732   -0 16 10.1
 CN3364;UTM  16      - 3,598,870.069   562,500.871   MT  0.99964817   +0 21 28.2
 CN3364
 CN3364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3364!SPC AL E     -   0.99999513  x   0.99998732  =   0.99998245
 CN3364!UTM  16      -   0.99999513  x   0.99964817  =   0.99964330
 CN3364
 CN3364:                Primary Azimuth Mark                     Grid Az
 CN3364:SPC AL E     -  26 53                                    001 28 53.0
 CN3364:UTM  16      -  26 53                                    000 51 14.7
 CN3364
 CN3364|---------------------------------------------------------------------|
 CN3364| PID    Reference Object                     Distance      Geod. Az  |
 CN3364|                                                           dddmmss.s |
 CN3364| CN3365 26 53                               APPROX. 0.5 KM 0011242.9 |
 CN3364|---------------------------------------------------------------------|
 CN3364
 CN3364                          SUPERSEDED SURVEY CONTROL
 CN3364
 CN3364  ELLIP H (09/27/93)   31.05   (m)                       GP(       ) 4 1
 CN3364
 CN3364.Superseded values are not recommended for survey control.
 CN3364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3364.See file dsdata.txt to determine how the superseded data were derived.
 CN3364
 CN3364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6250198870(NAD 83)
 CN3364_MARKER: DD = SURVEY DISK
 CN3364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3364_SP_SET: CONCRETE POST
 CN3364_STAMPING: 26-52 1992
 CN3364_MARK LOGO: ALHD  
 CN3364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3364+STABILITY: SURFACE MOTION
 CN3364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3364+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3364
 CN3364  HISTORY     - Date     Condition        Report By
 CN3364  HISTORY     - 1992     MONUMENTED       ALHD
 CN3364
 CN3364                          STATION DESCRIPTION
 CN3364
 CN3364'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3364'THE STATION IS LOCATED IN ELMORE COUNTY ON THE WETUMPKA MUNICIPAL
 CN3364'AIRPORT, ABOUT 3.50 MI (5.63 KM) NORTH-NORTHEAST OF MILLBROOK AND
 CN3364'ABOUT 7.45 MI (11.99 KM) EAST OF WETUMPKA.
 CN3364'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 SOUTH
 CN3364'(MILE POST 161.00 ON ALA 14 AND MILE POST 16.70 ON ALA 143) NORTH OF
 CN3364'MILLBROOK, DRIVE EAST ON ALA 14 FOR 2.65 MI (4.26 KM) TO MILE POST
 CN3364'163.65 AND ELMORE COUNTY ROAD NO. 17 ON THE RIGHT, TURN RIGHT ON
 CN3364'ELMORE COUNTY ROAD NO. 17 AND DRIVE SOUTH FOR 0.40 MI (0.64 KM) TO A
 CN3364'NARROW DRIVEWAY ONTO THE WETUMPKA MUNICIPAL AIRPORT ON THE LEFT, TURN
 CN3364'LEFT ON THE NARROW DRIVEWAY AND DRIVE EAST FOR 0.05 MI (0.08 KM) TO
 CN3364'THE STATION ON THE RIGHT.
 CN3364'THE STATION IS LOCATED ABOUT MIDWAY OF THE WEST SIDE OF THE WETUMPKA
 CN3364'MUNICIPAL AIRPORT, 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST,
 CN3364'164.4 FT (50.1 M) EAST OF A CARSONITE WITNESS POST IN THE WEST TREE
 CN3364'LINE, AND SET FLUSH WITH THE GROUND.
 CN3364'STATIONS 26-53 1992, 26-54 1992, AND 26-55 1992 MAY BE USED AS AN
 CN3364'AZIMUTH FOR THIS STATION.
 CN3364'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 CN3364'MR. JIM DUNN, AIRPORT MANAGER, PHONE 205-567-5147.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3365 ***********************************************************************
 CN3365  DESIGNATION -  26 53
 CN3365  PID         -  CN3365
 CN3365  STATE/COUNTY-  AL/ELMORE
 CN3365  USGS QUAD   -  ELMORE (1987)
 CN3365
 CN3365                         *CURRENT SURVEY CONTROL
 CN3365  ___________________________________________________________________
 CN3365* NAD 83(1992)-  32 31 48.81357(N)    086 20 03.71509(W)     ADJUSTED  
 CN3365* NAVD 88     -        60.0    (meters)     197.     (feet)  GPS OBS   
 CN3365  ___________________________________________________________________
 CN3365  X           -     344,136.034 (meters)                     COMP
 CN3365  Y           -  -5,371,684.467 (meters)                     COMP
 CN3365  Z           -   3,410,166.714 (meters)                     COMP
 CN3365  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CN3365  ELLIP HEIGHT-          31.66  (meters)          (07/29/02) GPS OBS
 CN3365  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CN3365
 CN3365  HORZ ORDER  -  FIRST
 CN3365  ELLP ORDER  -  FOURTH    CLASS I
 CN3365
 CN3365.This mark is at Wetumpka Airport (08A)
 CN3365
 CN3365.The horizontal coordinates were established by GPS observations
 CN3365.and adjusted by the National Geodetic Survey in September 1993..
 CN3365
 CN3365.The orthometric height was determined by GPS observations and a
 CN3365.high-resolution geoid model.
 CN3365
 CN3365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3365
 CN3365.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3365
 CN3365.The ellipsoidal height was determined by GPS observations
 CN3365.and is referenced to NAD 83.
 CN3365
 CN3365.The geoid height was determined by GEOID03.
 CN3365
 CN3365;                    North         East     Units Scale Factor Converg.
 CN3365;SPC AL E     -   225,209.901   152,932.022   MT  0.99998731   -0 16 10.0
 CN3365;UTM  16      - 3,599,404.970   562,508.845   MT  0.99964818   +0 21 28.6
 CN3365
 CN3365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3365!SPC AL E     -   0.99999503  x   0.99998731  =   0.99998234
 CN3365!UTM  16      -   0.99999503  x   0.99964818  =   0.99964321
 CN3365
 CN3365:                Primary Azimuth Mark                     Grid Az
 CN3365:SPC AL E     -  WETPORT                                  095 53 16.3
 CN3365:UTM  16      -  WETPORT                                  095 15 37.7
 CN3365
 CN3365|---------------------------------------------------------------------|
 CN3365| PID    Reference Object                     Distance      Geod. Az  |
 CN3365|                                                           dddmmss.s |
 CN3365| CN3120 WETPORT                             APPROX. 0.5 KM 0953706.3 |
 CN3365| CN3364 26 52                               APPROX. 0.5 KM 1811243.1 |
 CN3365|---------------------------------------------------------------------|
 CN3365
 CN3365                          SUPERSEDED SURVEY CONTROL
 CN3365
 CN3365  ELLIP H (09/27/93)   31.70   (m)                       GP(       ) 4 1
 CN3365
 CN3365.Superseded values are not recommended for survey control.
 CN3365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3365.See file dsdata.txt to determine how the superseded data were derived.
 CN3365
 CN3365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6250999405(NAD 83)
 CN3365_MARKER: DD = SURVEY DISK
 CN3365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3365_SP_SET: CONCRETE POST
 CN3365_STAMPING: 26-53 1992
 CN3365_MARK LOGO: ALHD  
 CN3365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3365+STABILITY: SURFACE MOTION
 CN3365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3365+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3365
 CN3365  HISTORY     - Date     Condition        Report By
 CN3365  HISTORY     - 1992     MONUMENTED       ALHD
 CN3365
 CN3365                          STATION DESCRIPTION
 CN3365
 CN3365'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3365'THE STATION IS LOCATED IN ELMORE COUNTY ON THE WETUMPKA MUNICIPAL
 CN3365'AIRPORT, ABOUT 3.80 MI (6.12 KM) NORTH-NORTHEAST OF MILLBROOK AND
 CN3365'ABOUT 7.50 MI (12.07 KM) EAST OF WETUMPKA.
 CN3365'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 SOUTH
 CN3365'(MILE POST 161.00 ON ALA 14 AND MILE POST 16.70 ON ALA 143) NORTH OF
 CN3365'MILLBROOK, DRIVE EAST ON ALA 14 FOR 2.65 MI (4.26 KM) TO MILE POST
 CN3365'163.65 AND ELMORE COUNTY ROAD NO. 17 ON THE RIGHT, TURN RIGHT ON
 CN3365'ELMORE COUNTY ROAD NO. 17 AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO A
 CN3365'GRAVEL DRIVEWAY ONTO THE WETUMPKA MUNICIPAL AIRPORT ON THE LEFT, TURN
 CN3365'LEFT ON THE GRAVEL DRIVEWAY AND DRIVE EAST FOR 0.05 MI (0.08 KM) TO
 CN3365'THE STATION.
 CN3365'THE STATION IS LOCATED ON THE NORTHWEST CORNER OF WETUMPKA MUNICIPAL
 CN3365'AIRPORT, 138.7 FT (42.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CN3365'METAL HANGER BUILDING, 210.8 FT (64.3 M) EAST-SOUTHEAST OF THE
 CN3365'SOUTHWEST CORNER OF A METAL HANGER BUILDING, 239.8 FT (73.1 M) EAST
 CN3365'OF THE CENTERLINE OF ELMORE COUNTY ROAD NO. 17, AND SET FLUSH WITH
 CN3365'THE GROUND.
 CN3365'STATIONS 26-52 1992, 26-54 1992, AND 26-55 1992 MAY BE USED AS AN
 CN3365'AZIMUTH FOR THIS STATION.
 CN3365'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 CN3365'MR. JIM DUNN, AIRPORT MANAGER, PHONE 205-567-5147.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3366 ***********************************************************************
 CN3366  DESIGNATION -  26 54
 CN3366  PID         -  CN3366
 CN3366  STATE/COUNTY-  AL/ELMORE
 CN3366  USGS QUAD   -  ELMORE (1987)
 CN3366
 CN3366                         *CURRENT SURVEY CONTROL
 CN3366  ___________________________________________________________________
 CN3366* NAD 83(1992)-  32 31 49.33075(N)    086 19 19.92894(W)     ADJUSTED  
 CN3366* NAVD 88     -        59.1    (meters)     194.     (feet)  GPS OBS   
 CN3366  ___________________________________________________________________
 CN3366  X           -     345,275.737 (meters)                     COMP
 CN3366  Y           -  -5,371,602.011 (meters)                     COMP
 CN3366  Z           -   3,410,179.678 (meters)                     COMP
 CN3366  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CN3366  ELLIP HEIGHT-          30.79  (meters)          (07/29/02) GPS OBS
 CN3366  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CN3366
 CN3366  HORZ ORDER  -  FIRST
 CN3366  ELLP ORDER  -  FOURTH    CLASS I
 CN3366
 CN3366.This mark is at Wetumpka Airport (08A)
 CN3366
 CN3366.The horizontal coordinates were established by GPS observations
 CN3366.and adjusted by the National Geodetic Survey in September 1993..
 CN3366
 CN3366.The orthometric height was determined by GPS observations and a
 CN3366.high-resolution geoid model.
 CN3366
 CN3366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3366
 CN3366.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3366
 CN3366.The ellipsoidal height was determined by GPS observations
 CN3366.and is referenced to NAD 83.
 CN3366
 CN3366.The geoid height was determined by GEOID03.
 CN3366
 CN3366;                    North         East     Units Scale Factor Converg.
 CN3366;SPC AL E     -   225,220.524   154,074.708   MT  0.99998600   -0 15 46.4
 CN3366;UTM  16      - 3,599,428.097   563,650.960   MT  0.99964996   +0 21 52.2
 CN3366
 CN3366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3366!SPC AL E     -   0.99999517  x   0.99998600  =   0.99998117
 CN3366!UTM  16      -   0.99999517  x   0.99964996  =   0.99964513
 CN3366
 CN3366:                Primary Azimuth Mark                     Grid Az
 CN3366:SPC AL E     -  26 55                                    189 11 09.8
 CN3366:UTM  16      -  26 55                                    188 33 31.2
 CN3366
 CN3366|---------------------------------------------------------------------|
 CN3366| PID    Reference Object                     Distance      Geod. Az  |
 CN3366|                                                           dddmmss.s |
 CN3366| CN3367 26 55                               464.829 METERS 1885523.4 |
 CN3366|---------------------------------------------------------------------|
 CN3366
 CN3366                          SUPERSEDED SURVEY CONTROL
 CN3366
 CN3366  ELLIP H (09/27/93)   30.83   (m)                       GP(       ) 4 1
 CN3366
 CN3366.Superseded values are not recommended for survey control.
 CN3366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3366.See file dsdata.txt to determine how the superseded data were derived.
 CN3366
 CN3366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6365199428(NAD 83)
 CN3366_MARKER: DD = SURVEY DISK
 CN3366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3366_SP_SET: CONCRETE POST
 CN3366_STAMPING: 26-54 1992
 CN3366_MARK LOGO: ALHD  
 CN3366_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3366+STABILITY: SURFACE MOTION
 CN3366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3366+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3366
 CN3366  HISTORY     - Date     Condition        Report By
 CN3366  HISTORY     - 1992     MONUMENTED       ALHD
 CN3366
 CN3366                          STATION DESCRIPTION
 CN3366
 CN3366'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3366'THE STATION IS LOCATED IN ELMORE COUNTY ON THE WETUMPKA MUNICIPAL
 CN3366'AIRPORT, ABOUT 4.15 MI (6.68 KM) NORTH-NORTHEAST OF MILLBROOK AND
 CN3366'ABOUT 6.80 MI (10.94 KM) EAST OF WETUMPKA.
 CN3366'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 SOUTH
 CN3366'(MILE POST 161.00 ON ALA 14 AND MILE POST 16.70 ON ALA 143) NORTH OF
 CN3366'MILLBROOK, DRIVE EAST ON ALA 14 FOR 3.45 MI (5.55 KM) TO MILE POST
 CN3366'164.45 AND A PAVED COUNTY ROAD TO COOSADA ON THE RIGHT, TURN RIGHT ON
 CN3366'THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.15 MI (0.24 KM) TO A DIRT
 CN3366'DRIVEWAY ONTO THE WETUMPKA MUNICIPAL AIRPORT ON THE RIGHT, TURN RIGHT
 CN3366'ON THE DIRT DRIVEWAY AND DRIVE WEST AND SOUTHWEST FOR 0.05 MI
 CN3366'(0.08 KM) TO THE NORTH EDGE OF THE FIELD, CONTINUE SOUTH ACROSS THE
 CN3366'FIELD FOR 0.05 MI (0.08 KM) TO THE STATION.
 CN3366'THE STATION IS LOCATED ON THE NORTHEAST CORNER OF WETUMPKA MUNICIPAL
 CN3366'AIRPORT, 115.0 FT (35.1 M) SOUTHEAST OF THE GRAVEL CENTER OF A CIRCLE
 CN3366'MOWED IN THE GRASS, 158.4 FT (48.3 M) WEST OF A CARSONITE WITNESS
 CN3366'POST AT THE EAST END OF THE FIELD, 304.8 FT (92.9 M) SOUTH OF A
 CN3366'TRANSFORMER POWER POLE, 1.4 FT (0.4 M) EAST OF A CARSONITE WITNESS
 CN3366'POST, AND SET FLUSH WITH THE GROUND.
 CN3366'STATIONS 26-52 1992, 26-53 1992, AND 26-55 1992 MAY BE USED AS AN
 CN3366'AZIMUTH FOR THIS STATION.
 CN3366'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 CN3366'MR. JIM DUNN, AIRPORT MANAGER, PHONE 205-567-5147.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3367 ***********************************************************************
 CN3367  DESIGNATION -  26 55
 CN3367  PID         -  CN3367
 CN3367  STATE/COUNTY-  AL/ELMORE
 CN3367  USGS QUAD   -  ELMORE (1987)
 CN3367
 CN3367                         *CURRENT SURVEY CONTROL
 CN3367  ___________________________________________________________________
 CN3367* NAD 83(1992)-  32 31 34.42371(N)    086 19 22.69168(W)     ADJUSTED  
 CN3367* NAVD 88     -        58.6    (meters)     192.     (feet)  GPS OBS   
 CN3367  ___________________________________________________________________
 CN3367  X           -     345,219.598 (meters)                     COMP
 CN3367  Y           -  -5,371,852.629 (meters)                     COMP
 CN3367  Z           -   3,409,792.241 (meters)                     COMP
 CN3367  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 CN3367  ELLIP HEIGHT-          30.29  (meters)          (07/29/02) GPS OBS
 CN3367  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CN3367
 CN3367  HORZ ORDER  -  FIRST
 CN3367  ELLP ORDER  -  FOURTH    CLASS I
 CN3367
 CN3367.This mark is at Wetumpka Airport (08A)
 CN3367
 CN3367.The horizontal coordinates were established by GPS observations
 CN3367.and adjusted by the National Geodetic Survey in September 1993..
 CN3367
 CN3367.The orthometric height was determined by GPS observations and a
 CN3367.high-resolution geoid model.
 CN3367
 CN3367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3367
 CN3367.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3367
 CN3367.The ellipsoidal height was determined by GPS observations
 CN3367.and is referenced to NAD 83.
 CN3367
 CN3367.The geoid height was determined by GEOID03.
 CN3367
 CN3367;                    North         East     Units Scale Factor Converg.
 CN3367;SPC AL E     -   224,761.663   154,000.503   MT  0.99998608   -0 15 47.8
 CN3367;UTM  16      - 3,598,968.605   563,581.807   MT  0.99964985   +0 21 50.5
 CN3367
 CN3367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3367!SPC AL E     -   0.99999524  x   0.99998608  =   0.99998132
 CN3367!UTM  16      -   0.99999524  x   0.99964985  =   0.99964510
 CN3367
 CN3367:                Primary Azimuth Mark                     Grid Az
 CN3367:SPC AL E     -  26 54                                    009 11 09.7
 CN3367:UTM  16      -  26 54                                    008 33 31.4
 CN3367
 CN3367|---------------------------------------------------------------------|
 CN3367| PID    Reference Object                     Distance      Geod. Az  |
 CN3367|                                                           dddmmss.s |
 CN3367| CN3366 26 54                               464.829 METERS 0085521.9 |
 CN3367|---------------------------------------------------------------------|
 CN3367
 CN3367                          SUPERSEDED SURVEY CONTROL
 CN3367
 CN3367  ELLIP H (09/27/93)   30.33   (m)                       GP(       ) 4 1
 CN3367
 CN3367.Superseded values are not recommended for survey control.
 CN3367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3367.See file dsdata.txt to determine how the superseded data were derived.
 CN3367
 CN3367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6358298969(NAD 83)
 CN3367_MARKER: DD = SURVEY DISK
 CN3367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3367_SP_SET: CONCRETE POST
 CN3367_STAMPING: 26-55 1992
 CN3367_MARK LOGO: ALHD  
 CN3367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3367+STABILITY: SURFACE MOTION
 CN3367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3367+SATELLITE: SATELLITE OBSERVATIONS - August 17, 2005
 CN3367
 CN3367  HISTORY     - Date     Condition        Report By
 CN3367  HISTORY     - 1992     MONUMENTED       ALHD
 CN3367  HISTORY     - 20050817 GOOD             ALDOT
 CN3367
 CN3367                          STATION DESCRIPTION
 CN3367
 CN3367'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3367'THE STATION IS LOCATED IN ELMORE COUNTY ON THE WETUMPKA MUNICIPAL
 CN3367'AIRPORT, ABOUT 3.90 MI (6.28 KM) NORTH-NORTHEAST OF MILLBROOK AND
 CN3367'ABOUT 6.85 MI (11.02 KM) EAST OF WETUMPKA.
 CN3367'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 143 SOUTH
 CN3367'(MILE POST 161.00 ON ALA 14 AND MILE POST 16.70 ON ALA 143) NORTH OF
 CN3367'MILLBROOK, DRIVE EAST ON ALA 14 FOR 3.45 MI (5.55 KM) TO MILE POST
 CN3367'164.45 AND A PAVED COUNTY ROAD TO COOSADA ON THE RIGHT, TURN RIGHT ON
 CN3367'THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.15 MI (0.24 KM) TO A DIRT
 CN3367'DRIVEWAY ONTO THE WETUMPKA MUNICIPAL AIRPORT ON THE RIGHT, TURN RIGHT
 CN3367'ON THE DIRT DRIVEWAY AND DRIVE WEST AND SOUTHWEST FOR 0.05 MI
 CN3367'(0.08 KM) TO THE NORTH EDGE OF THE FIELD, CONTINUE SOUTH ALONG THE
 CN3367'EAST END OF THE FIELD FOR 0.35 MI (0.56 KM) TO THE SOUTHEAST CORNER
 CN3367'OF THE FIELD, BEAR RIGHT ALONG THE SOUTH SIDE OF THE FIELD AND DRIVE
 CN3367'WEST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.
 CN3367'THE STATION IS LOCATED ON THE SOUTHEAST CORNER OF WETUMPKA MUNICIPAL
 CN3367'AIRPORT, 163.2 FT (49.7 M) NORTH OF A CARSONITE WITNESS POST IN THE
 CN3367'SOUTH FENCE LINE, 163.7 FT (49.9 M) NORTH OF THE SOUTH FENCE LINE,
 CN3367'171.8 FT (52.4 M) NORTH OF A FOURTEEN-INCH CEDAR TREE, 1.6 FT
 CN3367'(0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3367'GROUND.
 CN3367'STATIONS 26-52 1992, 26-53 1992, AND 26-54 1992 MAY BE USED AS AN
 CN3367'AZIMUTH FOR THIS STATION.
 CN3367'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 CN3367'MR. JIM DUNN, AIRPORT MANAGER, PHONE 205-567-5147.
 CN3367
 CN3367                          STATION RECOVERY (2005)
 CN3367
 CN3367'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3367'REPLACED CARSONITE WITNESS POST WITH A METAL WITNESS POST IN SAME
 CN3367'LOCATION, REST OF DESCRIPTION OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2413 ***********************************************************************
 CM2413  DESIGNATION -  26 6
 CM2413  PID         -  CM2413
 CM2413  STATE/COUNTY-  AL/ELMORE
 CM2413  USGS QUAD   -  SHORTER (1981)
 CM2413
 CM2413                         *CURRENT SURVEY CONTROL
 CM2413  ___________________________________________________________________
 CM2413* NAD 83(1992)-  32 27 37.71755(N)    085 53 39.60097(W)     ADJUSTED  
 CM2413* NAVD 88     -        62.0    (meters)     203.     (feet)  GPS OBS   
 CM2413  ___________________________________________________________________
 CM2413  X           -     385,677.657 (meters)                     COMP
 CM2413  Y           -  -5,373,029.514 (meters)                     COMP
 CM2413  Z           -   3,403,643.899 (meters)                     COMP
 CM2413  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 CM2413  ELLIP HEIGHT-          33.62  (meters)          (08/29/05) GPS OBS
 CM2413  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CM2413
 CM2413  HORZ ORDER  -  A
 CM2413  ELLP ORDER  -  FOURTH    CLASS I
 CM2413
 CM2413.The horizontal coordinates were established by GPS observations
 CM2413.and adjusted by the National Geodetic Survey in August 2005..
 CM2413
 CM2413.The orthometric height was determined by GPS observations and a
 CM2413.high-resolution geoid model.
 CM2413
 CM2413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2413
 CM2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2413
 CM2413.The ellipsoidal height was determined by GPS observations
 CM2413.and is referenced to NAD 83.
 CM2413
 CM2413.The geoid height was determined by GEOID03.
 CM2413
 CM2413;                    North         East     Units Scale Factor Converg.
 CM2413;SPC AL E     -   217,366.341   194,265.115   MT  0.99996041   -0 01 57.9
 CM2413;UTM  16      - 3,592,016.138   603,913.540   MT  0.99973315   +0 35 36.5
 CM2413
 CM2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2413!SPC AL E     -   0.99999472  x   0.99996041  =   0.99995513
 CM2413!UTM  16      -   0.99999472  x   0.99973315  =   0.99972787
 CM2413
 CM2413:                Primary Azimuth Mark                     Grid Az
 CM2413:SPC AL E     -  26 5                                     288 48 07.4
 CM2413:UTM  16      -  26 5                                     288 10 33.0
 CM2413
 CM2413|---------------------------------------------------------------------|
 CM2413| PID    Reference Object                     Distance      Geod. Az  |
 CM2413|                                                           dddmmss.s |
 CM2413| CM2412 26 5                                458.749 METERS 2884609.5 |
 CM2413|---------------------------------------------------------------------|
 CM2413
 CM2413                          SUPERSEDED SURVEY CONTROL
 CM2413
 CM2413  ELLIP H (07/29/02)   33.63   (m)                       GP(       ) 4 1
 CM2413  NAD 83(1992)-  32 27 37.71647(N)    085 53 39.60319(W) AD(       ) 1
 CM2413  ELLIP H (12/04/92)   33.68   (m)                       GP(       ) 4 1
 CM2413  NAD 83(1986)-  32 27 37.72534(N)    085 53 39.60344(W) AD(       ) 1
 CM2413  NGVD 29 (12/04/92)   62.0    (m)          203.     (f) GPS OBS        
 CM2413
 CM2413.Superseded values are not recommended for survey control.
 CM2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2413.See file dsdata.txt to determine how the superseded data were derived.
 CM2413
 CM2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0391492016(NAD 83)
 CM2413_MARKER: DD = SURVEY DISK
 CM2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2413_SP_SET: CONCRETE POST
 CM2413_STAMPING: 26-6 1991
 CM2413_MARK LOGO: ALHD  
 CM2413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2413+STABILITY: SURFACE MOTION
 CM2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2413+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 CM2413
 CM2413  HISTORY     - Date     Condition        Report By
 CM2413  HISTORY     - 1991     MONUMENTED       ALHD
 CM2413  HISTORY     - 20040412 GOOD             ALHD
 CM2413  HISTORY     - 20040624 GOOD             LOCSUR
 CM2413  HISTORY     - 20050622 GOOD             ALDOT
 CM2413
 CM2413                          STATION DESCRIPTION
 CM2413
 CM2413'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2413'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2413'ELMORE COUNTY ROAD NO. 143, ABOUT 5.20 MI (8.37 KM) SOUTH OF
 CM2413'TALLASSEE AND ABOUT 18.90 MI (30.42 KM) EAST-SOUTHEAST OF WETUMPKA.
 CM2413'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 229 (MILE
 CM2413'POST 11.30 ON ALA 229) IN TALLASSEE, DRIVE SOUTH ON ALA 229 FOR 5.55
 CM2413'MI (8.93 KM) TO MILE POST 5.75 AND ELMORE COUNTY ROAD NO. 143 ON THE
 CM2413'RIGHT, TURN RIGHT ON ELMORE COUNTY ROAD NO. 143 AND DRIVE WEST 0.10
 CM2413'MI (0.16 KM) TO THE STATION ON THE LEFT.
 CM2413'THE STATION IS 43.5 FT (13.3 M) SOUTH-SOUTHWEST OF THE CENTER OF
 CM2413'ELMORE COUNTY ROAD NO. 143, 126.9 FT (38.7 M) SOUTHWEST OF TELEPHONE
 CM2413'CABLE PEDESTAL NO. 417 1 ACROSS THE ROAD, 142.8 FT (43.5 M) SOUTHWEST
 CM2413'OF TELEPHONE CABLE PEDESTAL NO. 4 57 LP 6 AND A SHORT SUPPORT POLE
 CM2413'ACROSS THE ROAD, 1.6 FT (0.5 M) NORTH-NORTHEAST OF A CARSONITE
 CM2413'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2413'STATION 26-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2413
 CM2413                          STATION RECOVERY (2004)
 CM2413
 CM2413'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CM2413'RECOVERED IN GOOD CONDITION.
 CM2413
 CM2413                          STATION RECOVERY (2004)
 CM2413
 CM2413'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (JM)
 CM2413'RECOVERED AS DESCRIBED.
 CM2413
 CM2413                          STATION RECOVERY (2005)
 CM2413
 CM2413'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CM2413'MARK IS 140.5 FEET WEST OF JUNCTION ALABAMA 229 SIGN POST
 CM2413'124.5 FEET WEST-SOUTHWEST OF TELEPHONE PEDESTAL L417 P1 (ACROSS
 CM2413'HIGHWAY)
 CM2413'2.0 FEET NORTH-NORTHWEST OF METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3210 ***********************************************************************
 CN3210  DESIGNATION -  26 7
 CN3210  PID         -  CN3210
 CN3210  STATE/COUNTY-  AL/ELMORE
 CN3210  USGS QUAD   -  WILLOW SPRINGS (1987)
 CN3210
 CN3210                         *CURRENT SURVEY CONTROL
 CN3210  ___________________________________________________________________
 CN3210* NAD 83(1992)-  32 27 05.07722(N)    086 09 44.42854(W)     ADJUSTED  
 CN3210* NAVD 88     -        51.4    (meters)     169.     (feet)  VERTCON   
 CN3210  ___________________________________________________________________
 CN3210  X           -     360,576.081 (meters)                     COMP
 CN3210  Y           -  -5,375,304.310 (meters)                     COMP
 CN3210  Z           -   3,402,789.852 (meters)                     COMP
 CN3210  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CN3210  ELLIP HEIGHT-          23.12  (meters)          (07/29/02) GPS OBS
 CN3210  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CN3210
 CN3210  HORZ ORDER  -  FIRST
 CN3210  ELLP ORDER  -  FOURTH    CLASS I
 CN3210
 CN3210.The horizontal coordinates were established by GPS observations
 CN3210.and adjusted by the National Geodetic Survey in December 1992..
 CN3210
 CN3210.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3210
 CN3210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3210
 CN3210.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3210
 CN3210.The ellipsoidal height was determined by GPS observations
 CN3210.and is referenced to NAD 83.
 CN3210
 CN3210.The geoid height was determined by GEOID03.
 CN3210
 CN3210;                    North         East     Units Scale Factor Converg.
 CN3210;SPC AL E     -   216,406.945   169,065.452   MT  0.99997180   -0 10 35.6
 CN3210;UTM  16      - 3,590,781.744   578,732.447   MT  0.99967644   +0 26 58.2
 CN3210
 CN3210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3210!SPC AL E     -   0.99999637  x   0.99997180  =   0.99996817
 CN3210!UTM  16      -   0.99999637  x   0.99967644  =   0.99967281
 CN3210
 CN3210:                Primary Azimuth Mark                     Grid Az
 CN3210:SPC AL E     -  26 8                                     097 53 39.1
 CN3210:UTM  16      -  26 8                                     097 16 05.3
 CN3210
 CN3210|---------------------------------------------------------------------|
 CN3210| PID    Reference Object                     Distance      Geod. Az  |
 CN3210|                                                           dddmmss.s |
 CN3210| CN3211 26 8                                459.647 METERS 0974303.5 |
 CN3210|---------------------------------------------------------------------|
 CN3210
 CN3210                          SUPERSEDED SURVEY CONTROL
 CN3210
 CN3210  ELLIP H (12/04/92)   23.17   (m)                       GP(       ) 4 1
 CN3210  NAD 83(1986)-  32 27 05.08733(N)    086 09 44.43411(W) AD(       ) 1
 CN3210  NGVD 29 (12/04/92)   51.4    (m)          169.     (f) GPS OBS        
 CN3210
 CN3210.Superseded values are not recommended for survey control.
 CN3210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3210.See file dsdata.txt to determine how the superseded data were derived.
 CN3210
 CN3210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7873290782(NAD 83)
 CN3210_MARKER: DD = SURVEY DISK
 CN3210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3210_SP_SET: CONCRETE POST
 CN3210_STAMPING: 26-7 1991
 CN3210_MARK LOGO: ALHD  
 CN3210_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3210+STABILITY: SURFACE MOTION
 CN3210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3210+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3210
 CN3210  HISTORY     - Date     Condition        Report By
 CN3210  HISTORY     - 1991     MONUMENTED       ALHD
 CN3210
 CN3210                          STATION DESCRIPTION
 CN3210
 CN3210'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3210'THE STATION IS LOCATED IN ELMORE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3210'ELMORE COUNTY ROAD NO. 4, ABOUT 6.45 MI (10.38 KM) SOUTH-SOUTHEAST OF
 CN3210'WETUMPKA AND ABOUT 16.80 MI (27.04 KM) WEST-SOUTHWEST OF TALLASSEE.
 CN3210'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND THE NORTHERN
 CN3210'BYPASS (MILE POST 112.85 ON U.S. 231) IN MONTGOMERY, DRIVE NORTH ON
 CN3210'U.S. 231 FOR 3.55 MI (5.71 KM) TO MILE POST 116.40, A TRAFFIC LIGHT,
 CN3210'AND ELMORE COUNTY ROAD NO. 8 ON THE RIGHT, TURN RIGHT ON ELMORE
 CN3210'COUNTY ROAD NO. 8 AND DRIVE SOUTHEAST 1.50 MI (2.41 KM) TO ELMORE
 CN3210'COUNTY ROAD NO. 4 ON THE RIGHT, TURN RIGHT ON ELMORE COUNTY ROAD NO.
 CN3210'4 AND DRIVE SOUTHEAST 0.60 MI (0.97 KM) TO THE STATION ON THE RIGHT.
 CN3210'THE STATION IS 3.0 FT (0.9 M) NORTH NORTHEAST OF A HOG WIRE AND BARBED
 CN3210'WIRE FENCE ON WOOD POSTS, 36.3 FT (11.1 M) SOUTH-SOUTHWEST OF THE
 CN3210'CENTERLINE OF ELMORE COUNTY ROAD NO. 4, 153.0 FT (46.6 M)
 CN3210'EAST-SOUTHEAST OF A LARGE ANGLE AND TRANSFORMER POWER POLE, 2.9 FT
 CN3210'(0.9 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3210'WITH THE GROUND.
 CN3210'STATION 26-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3211 ***********************************************************************
 CN3211  DESIGNATION -  26 8
 CN3211  PID         -  CN3211
 CN3211  STATE/COUNTY-  AL/ELMORE
 CN3211  USGS QUAD   -  WILLOW SPRINGS (1987)
 CN3211
 CN3211                         *CURRENT SURVEY CONTROL
 CN3211  ___________________________________________________________________
 CN3211* NAD 83(1992)-  32 27 03.07304(N)    086 09 26.98964(W)     ADJUSTED  
 CN3211* NAVD 88     -        51.7    (meters)     170.     (feet)  VERTCON   
 CN3211  ___________________________________________________________________
 CN3211  X           -     361,032.779 (meters)                     COMP
 CN3211  Y           -  -5,375,307.119 (meters)                     COMP
 CN3211  Z           -   3,402,737.921 (meters)                     COMP
 CN3211  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CN3211  ELLIP HEIGHT-          23.43  (meters)          (07/29/02) GPS OBS
 CN3211  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CN3211
 CN3211  HORZ ORDER  -  FIRST
 CN3211  ELLP ORDER  -  FOURTH    CLASS I
 CN3211
 CN3211.The horizontal coordinates were established by GPS observations
 CN3211.and adjusted by the National Geodetic Survey in December 1992..
 CN3211
 CN3211.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3211
 CN3211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3211
 CN3211.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3211
 CN3211.The ellipsoidal height was determined by GPS observations
 CN3211.and is referenced to NAD 83.
 CN3211
 CN3211.The geoid height was determined by GEOID03.
 CN3211
 CN3211;                    North         East     Units Scale Factor Converg.
 CN3211;SPC AL E     -   216,343.817   169,520.730   MT  0.99997145   -0 10 26.2
 CN3211;UTM  16      - 3,590,723.611   579,188.254   MT  0.99967733   +0 27 07.5
 CN3211
 CN3211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3211!SPC AL E     -   0.99999632  x   0.99997145  =   0.99996777
 CN3211!UTM  16      -   0.99999632  x   0.99967733  =   0.99967365
 CN3211
 CN3211:                Primary Azimuth Mark                     Grid Az
 CN3211:SPC AL E     -  26 7                                     277 53 39.1
 CN3211:UTM  16      -  26 7                                     277 16 05.4
 CN3211
 CN3211|---------------------------------------------------------------------|
 CN3211| PID    Reference Object                     Distance      Geod. Az  |
 CN3211|                                                           dddmmss.s |
 CN3211| CN3210 26 7                                459.647 METERS 2774312.9 |
 CN3211|---------------------------------------------------------------------|
 CN3211
 CN3211                          SUPERSEDED SURVEY CONTROL
 CN3211
 CN3211  ELLIP H (12/04/92)   23.48   (m)                       GP(       ) 4 1
 CN3211  NAD 83(1986)-  32 27 03.08315(N)    086 09 26.99521(W) AD(       ) 1
 CN3211  NGVD 29 (12/04/92)   51.7    (m)          170.     (f) GPS OBS        
 CN3211
 CN3211.Superseded values are not recommended for survey control.
 CN3211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3211.See file dsdata.txt to determine how the superseded data were derived.
 CN3211
 CN3211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7918890724(NAD 83)
 CN3211_MARKER: DD = SURVEY DISK
 CN3211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3211_SP_SET: CONCRETE POST
 CN3211_STAMPING: 26-8 1991
 CN3211_MARK LOGO: ALHD  
 CN3211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3211+STABILITY: SURFACE MOTION
 CN3211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3211+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3211
 CN3211  HISTORY     - Date     Condition        Report By
 CN3211  HISTORY     - 1991     MONUMENTED       ALHD
 CN3211
 CN3211                          STATION DESCRIPTION
 CN3211
 CN3211'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3211'THE STATION IS LOCATED IN ELMORE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3211'ELMORE COUNTY ROAD NO. 4, ABOUT 6.55 MI (10.54 KM) SOUTH-SOUTHEAST OF
 CN3211'WETUMPKA AND ABOUT 16.50 MI (26.55 KM) WEST-SOUTHWEST OF TALLASSEE.
 CN3211'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND THE NORTHERN
 CN3211'BYPASS (MILE POST 112.85 ON U.S. 231) IN MONTGOMERY, DRIVE NORTH ON
 CN3211'U.S. 231 FOR 3.55 MI (5.71 KM) TO MILE POST 116.40, A TRAFFIC LIGHT,
 CN3211'AND ELMORE COUNTY ROAD NO. 8 ON THE RIGHT, TURN RIGHT ON ELMORE
 CN3211'COUNTY ROAD NO. 8 AND DRIVE SOUTHEAST 1.50 MI (2.41 KM) TO ELMORE
 CN3211'COUNTY ROAD NO. 4 ON THE RIGHT, TURN RIGHT ON ELMORE COUNTY ROAD NO.
 CN3211'4 AND DRIVE SOUTHEAST 0.90 MI (1.45 KM) TO THE STATION ON THE LEFT.
 CN3211'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A THREE-STRAND BARBED WIRE
 CN3211'FENCE ON WHITE TOP STEEL POSTS, 36.7 FT (11.2 M) NORTH OF THE
 CN3211'CENTERLINE OF ELMORE COUNTY ROAD NO. 4, 88.4 FT (26.9 M) WEST OF A
 CN3211'LARGE WOOD POST IN THE FENCE LINE, 98.5 FT (30.0 M) WEST OF A POWER
 CN3211'POLE, 3.2 FT (1.0 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND
 CN3211'SET FLUSH WITH THE GROUND.
 CN3211'STATION 26-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3368 ***********************************************************************
 CN3368  DESIGNATION -  26 9
 CN3368  PID         -  CN3368
 CN3368  STATE/COUNTY-  AL/ELMORE
 CN3368  USGS QUAD   -  DEXTER (1987)
 CN3368
 CN3368                         *CURRENT SURVEY CONTROL
 CN3368  ___________________________________________________________________
 CN3368* NAD 83(1992)-  32 44 34.49669(N)    086 13 58.49798(W)     ADJUSTED  
 CN3368* NAVD 88     -       142.9    (meters)     469.     (feet)  GPS OBS   
 CN3368  ___________________________________________________________________
 CN3368  X           -     352,815.513 (meters)                     COMP
 CN3368  Y           -  -5,358,442.700 (meters)                     COMP
 CN3368  Z           -   3,430,074.070 (meters)                     COMP
 CN3368  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CN3368  ELLIP HEIGHT-         114.06  (meters)          (07/29/02) GPS OBS
 CN3368  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN3368
 CN3368  HORZ ORDER  -  FIRST
 CN3368  ELLP ORDER  -  FOURTH    CLASS I
 CN3368
 CN3368.The horizontal coordinates were established by GPS observations
 CN3368.and adjusted by the National Geodetic Survey in September 1993..
 CN3368
 CN3368.The orthometric height was determined by GPS observations and a
 CN3368.high-resolution geoid model.
 CN3368
 CN3368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3368
 CN3368.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3368
 CN3368.The ellipsoidal height was determined by GPS observations
 CN3368.and is referenced to NAD 83.
 CN3368
 CN3368.The geoid height was determined by GEOID03.
 CN3368
 CN3368;                    North         East     Units Scale Factor Converg.
 CN3368;SPC AL E     -   248,755.790   162,551.156   MT  0.99997729   -0 12 58.1
 CN3368;UTM  16      - 3,623,047.355   571,865.773   MT  0.99966368   +0 24 53.7
 CN3368
 CN3368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3368!SPC AL E     -   0.99998209  x   0.99997729  =   0.99995938
 CN3368!UTM  16      -   0.99998209  x   0.99966368  =   0.99964578
 CN3368
 CN3368:                Primary Azimuth Mark                     Grid Az
 CN3368:SPC AL E     -  26 10                                    001 37 27.9
 CN3368:UTM  16      -  26 10                                    000 59 36.1
 CN3368
 CN3368|---------------------------------------------------------------------|
 CN3368| PID    Reference Object                     Distance      Geod. Az  |
 CN3368|                                                           dddmmss.s |
 CN3368| CN3328 26 10                               494.446 METERS 0012429.8 |
 CN3368|---------------------------------------------------------------------|
 CN3368
 CN3368                          SUPERSEDED SURVEY CONTROL
 CN3368
 CN3368  ELLIP H (09/27/93)  114.09   (m)                       GP(       ) 4 1
 CN3368
 CN3368.Superseded values are not recommended for survey control.
 CN3368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3368.See file dsdata.txt to determine how the superseded data were derived.
 CN3368
 CN3368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7186623047(NAD 83)
 CN3368_MARKER: DD = SURVEY DISK
 CN3368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3368_SP_SET: CONCRETE POST
 CN3368_STAMPING: 26-9 1991
 CN3368_MARK LOGO: ALHD  
 CN3368_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3368+STABILITY: SURFACE MOTION
 CN3368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3368+SATELLITE: SATELLITE OBSERVATIONS - May 26, 1992
 CN3368
 CN3368  HISTORY     - Date     Condition        Report By
 CN3368  HISTORY     - 1991     MONUMENTED       ALHD
 CN3368  HISTORY     - 19920526 GOOD
 CN3368
 CN3368                          STATION DESCRIPTION
 CN3368
 CN3368'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3368'THE STATION IS LOCATED IN ELMORE COUNTY ON THE EAST RIGHT OF WAY OF
 CN3368'U.S. 231, ABOUT 13.70 MI (22.05 KM) NORTHWEST OF ECLECTIC AND ABOUT
 CN3368'14.30 MI (23.01 KM) NORTH OF WETUMPKA.
 CN3368'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 14 (MILE
 CN3368'POST 165.20 ON U.S. 231) IN WETUMPKA, DRIVE NORTH ON U.S. 231 FOR
 CN3368'15.00 MI (24.14 KM) TO MILE POST 180.20 AND THE STATION ON THE RIGHT.
 CN3368'THE STATION IS 3.1 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 CN3368'ON TREATED WOOD POSTS, 37.5 FT (11.4 M) EAST OF THE CENTERLINE OF
 CN3368'U.S. 231, 47.0 FT (14.3 M) SOUTH OF POWER POLE NO. 201, 74.0 FT
 CN3368'(22.6 M) SOUTH OF CONCRETE RIGHT OF WAY MARKER P.O.T. 750 + 00.0, 2.8
 CN3368'FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3368'GROUND.
 CN3368'STATION 26-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3368
 CN3368                          STATION RECOVERY (1992)
 CN3368
 CN3368'RECOVERED 1992
 CN3368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4151 ***********************************************************************
 BG4151  DESIGNATION -  263
 BG4151  PID         -  BG4151
 BG4151  STATE/COUNTY-  AL/BALDWIN
 BG4151  USGS QUAD   -  BRIDGEHEAD (1982)
 BG4151
 BG4151                         *CURRENT SURVEY CONTROL
 BG4151  ___________________________________________________________________
 BG4151* NAD 83(1992)-  30 39 46.76830(N)    087 54 38.92032(W)     ADJUSTED  
 BG4151* NAVD 88     -        43.     (meters)     141.     (feet)  SCALED    
 BG4151  ___________________________________________________________________
 BG4151  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 BG4151  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BG4151
 BG4151  HORZ ORDER  -  FIRST
 BG4151
 BG4151.The horizontal coordinates were established by classical geodetic methods
 BG4151.and adjusted by the National Geodetic Survey in December 1992..
 BG4151
 BG4151.The orthometric height was scaled from a topographic map.
 BG4151
 BG4151.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4151
 BG4151.The geoid height was determined by GEOID03.
 BG4151
 BG4151;                    North         East     Units Scale Factor Converg.
 BG4151;SPC AL W     -    73,564.993   560,630.942   MT  0.99995245   -0 12 34.2
 BG4151;UTM  16      - 3,392,607.589   412,742.381   MT  0.99969392   -0 27 52.3
 BG4151
 BG4151!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4151!SPC AL W     -   0.99999769  x   0.99995245  =   0.99995014
 BG4151!UTM  16      -   0.99999769  x   0.99969392  =   0.99969162
 BG4151
 BG4151:                Primary Azimuth Mark                     Grid Az
 BG4151:SPC AL W     -  DAPHNE                                   175 13 26.2
 BG4151:UTM  16      -  DAPHNE                                   175 28 44.3
 BG4151
 BG4151|---------------------------------------------------------------------|
 BG4151| PID    Reference Object                     Distance      Geod. Az  |
 BG4151|                                                           dddmmss.s |
 BG4151| BG4149 DAPHNE                              APPROX. 6.8 KM 1750052.0 |
 BG4151| BG4145 FAIRHOPE MUNICIPAL TANK             APPROX.15.5 KM 1770444.4 |
 BG4151| BG2548 263 RM 1                             54.221 METERS 20535     |
 BG4151| BG2547 263 RM 2                             46.171 METERS 32733     |
 BG4151| DD8378 528                                                3580028.9 |
 BG4151|---------------------------------------------------------------------|
 BG4151
 BG4151                          SUPERSEDED SURVEY CONTROL
 BG4151
 BG4151  NAD 83(1986)-  30 39 46.78914(N)    087 54 38.92502(W) AD(       ) 1
 BG4151  NAD 27      -  30 39 46.10000(N)    087 54 38.94400(W) AD(       ) 1
 BG4151
 BG4151.Superseded values are not recommended for survey control.
 BG4151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4151.See file dsdata.txt to determine how the superseded data were derived.
 BG4151
 BG4151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1274292608(NAD 83)
 BG4151_MARKER: DE = TRAVERSE STATION DISK
 BG4151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4151
 BG4151  HISTORY     - Date     Condition        Report By
 BG4151  HISTORY     - 1938     MONUMENTED       ALGS
 BG4151  HISTORY     - 1959     GOOD             CGS
 BG4151  HISTORY     - 1968     MARK NOT FOUND   ALGS
 BG4151  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 BG4151
 BG4151                          STATION DESCRIPTION
 BG4151
 BG4151'DESCRIBED BY ALABAMA GEODETIC SURVEY 1938 (RAE)
 BG4151'THIS IS A TRAVERSE MONUMENT OF USC AND GS AND SS ON NE SIDE OF US 90,
 BG4151'0.35 MILE SE OF JUNCTION OF 90 AND U.S. 31 OLD SPANISH FORT TOURIST
 BG4151'CAMP, 12 MILES E OF MOBILE, 37.5 FEET E OF CENTER LINE OF 90, 11.7
 BG4151'FEET SW OF A 5-INCH SCRUB OAK, 19.4 FEET NW OF CITIES SERVICE,
 BG4151'STRAIGHT AHEAD SIGN, AND PROJECTS ABOUT 1 INCH, MARK WAS FORMERLY
 BG4151'A CONCRETE CYLINDER AND IS NOW A 14 BY 14 BLOCK OF CONCRETE WITH
 BG4151'ORIGINAL DISK.
 BG4151'
 BG4151'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BG4151'
 BG4151'TO REACH FROM JUNCTION OF 90 AND 31, GO SE ON 90, 0.35 MILE TO TOP OF
 BG4151'HILL AND STATION MARK ON L, NE.
 BG4151'
 BG4151'REFERENCE MARK NO. 1 IS SSW OF STATION, 3 PACES W OF EDGE OF DITCH,
 BG4151'14 PACES W OF CENTER LINE OF 90, 14 PACES SSE OF CENTER LINE OF A DIM
 BG4151'DIRT ROAD, AND PROJECTS 7 INCHES.  REFERENCE MARK IS LOCATED NW
 BG4151'OF STATION, 5 PACES W OF EDGE OF DITCH, 16 PACES W OF CENTER LINE
 BG4151'OF 90, AND PROJECTS 14 INCHES.
 BG4151'
 BG4151'AZIMUTH MARK (528 ALGS AND USC AND G AND SS NO. 262) IS 0.35 MILE N OF
 BG4151'STATION AT JUNCTION OF 90 AND 31, 12.5 FEET NW OF CENTER LINE OF 31,
 BG4151'32 FEET W OF T FORMED BY YELLOW CENTER LINE STRIPS EXTENDED ON 90
 BG4151'AND 31, 3.6 FEET SE OF GUARD RAIL, 1.9 FEET NW OF EDGE OF
 BG4151'PAVENEMT, AND IS A CONCRETE CYLINDER FLUSH WITH GROUND.
 BG4151'
 BG4151'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 BG4151
 BG4151                          STATION RECOVERY (1959)
 BG4151
 BG4151'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4151'STATION AND RMS RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK HAS
 BG4151'BEEN DESTROYED BY ROAD CONSTRUCTION.  THE DISTANCES TO THE REFERENCE
 BG4151'MARKS WERE VERIFIED.  REFISED DESCRIPTION FOLLOWS - STATION IS
 BG4151'LOCATED 0.35 MILE SOUTH, ALONG U.S. 90, FROM THE INTERSECTION OF U.S.
 BG4151'31 AND 90 AT SPANISH FORT, ON TOP OF THE FIRST HILL SOUTH OF THE
 BG4151'ABOVE INTERSECTION, 37.5 FEET EAST OF THE CENTERLINE OF U.S.
 BG4151'90, 48.0 FEET SOUTH OF THE WEST END OF A CONOCO BILLBOARD AND 40.3
 BG4151'FEET NORTH OF A POWER LINE POLE.  AN ALABAMA GEODETIC SURVEY DISK
 BG4151'STAMPED 263 USC AND GS 1938 IN TOP OF A 14 INCH SQUARE CONCRETE
 BG4151'MONUMENT 2 INCHES UNDERGROUND.
 BG4151'
 BG4151'R M 1 IS SOUTHWEST OF THE STATION, 39.4 FEET WEST OF THE CENTERLINE
 BG4151'OF U.S. 90, 40.5 FEET EAST OF A FENCE CORNER AND 25.0 FEET SOUTHEAST
 BG4151'OF A SCRUB OAK TREE.  A STANDARD DISK STAMPED NO. 263 1938 NO. 1 IN
 BG4151'THE TOP OF A 14 INCH CONCRETE MONUMENT PROJECTING 3 INCHES.
 BG4151'
 BG4151'R M 2 IS NORTHWEST OF THE STATION, 44.4 FEET WEST OF THE CENTERLINE
 BG4151'OF U.S. 90, 43.3 FEET SOUTHEAST OF A 14 INCH PINE TREE AND 11.0 FEET
 BG4151'NORTHEAST OF A 12 INCH OAK TREE.  A STANDARD DISK STAMPED NO. 263
 BG4151'1938 NO. 2 IN TOP OF A 14 INCH CONCRETE MONUMENT PROJECTING 1 FOOT.
 BG4151
 BG4151                          STATION RECOVERY (1968)
 BG4151
 BG4151'RECOVERY NOTE BY ALABAMA GEODETIC SURVEY 1968 (RRG)
 BG4151'THE STATION MARK AND AZIMUTH MARK WERE NOT RECOVERED THIS DATE.  NO 2
 BG4151'263 RM 1 AND RM 2 WERE RECOVERED IN GOOD CONDITION.  THE REFERENCE
 BG4151'MARKS CAN BE REACHED BY GOING ABOUT 7.4 MILES EAST ALONG U. S.
 BG4151'HIGHWAYS 31 AND 70 FROM THE EAST END OF THE BANKHEAD TUNNEL AT
 BG4151'MOBILE, THENCE ABOUT 0.3 MILE SOUTH ALONG U. S. HIGHWAY 90, RM 1 IS
 BG4151'SET IN TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL
 BG4151'OF THE GROUND, ABOUT 80 YARDS NORTHWEST OF AND ACROSS THE
 BG4151'HIGHWAY FROM THE NORTHWEST CORNER OF A TEXACO SERVICE STATION, 288
 BG4151'FEET SOUTH OF RM 2 DESCRIBED, 39-1/2 FEET WEST OF THE CENTER LINE
 BG4151'OF THE HIGHWAY, 41 FEET EAST OF THE NORTHEAST CORNER OF A FENCE
 BG4151'AROUND A ONE STORY BRICK HOME, ABOUT 1 FOOT ABOVE THE LEVEL OF
 BG4151'THE HIGHWAY AND STAMPED NO 263 NO 1 1938.  RM 2 IS SET IN TOP OF A
 BG4151'CONCRETE POST PROJECTING 1 FOOT ABOVE THE LEVEL OF THE GROUND, 43
 BG4151'1/2 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 40-1/2 FEET
 BG4151'NORTHWEST OF A POWER LINE POLE SUPPORTING THREE TRANSFORMERS,
 BG4151'ABOUT 2-1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND IS STAMPED NO
 BG4151'263 NO 2 1938.
 BG4151'
 BG4151'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7.7 MILES EAST.
 BG4151
 BG4151                          STATION RECOVERY (1997)
 BG4151
 BG4151'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG4151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2548 ***********************************************************************
 BG2548  DESIGNATION -  263 RM 1
 BG2548  PID         -  BG2548
 BG2548  STATE/COUNTY-  AL/BALDWIN
 BG2548  USGS QUAD   -  BRIDGEHEAD (1982)
 BG2548
 BG2548                         *CURRENT SURVEY CONTROL
 BG2548  ___________________________________________________________________
 BG2548* NAD 83(1986)-  30 39 46.     (N)    087 54 40.     (W)     SCALED    
 BG2548* NAVD 88     -        44.465  (meters)     145.88   (feet)  ADJUSTED  
 BG2548  ___________________________________________________________________
 BG2548  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BG2548  DYNAMIC HT  -          44.407 (meters)     145.69  (feet)  COMP
 BG2548  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BG2548
 BG2548  VERT ORDER  -  FIRST     CLASS I
 BG2548
 BG2548.The horizontal coordinates were scaled from a topographic map and have
 BG2548.an estimated accuracy of +/- 6 seconds.
 BG2548
 BG2548.The orthometric height was determined by differential leveling
 BG2548.and adjusted by the National Geodetic Survey in June 1991..
 BG2548
 BG2548.The geoid height was determined by GEOID03.
 BG2548
 BG2548.The dynamic height is computed by dividing the NAVD 88
 BG2548.geopotential number by the normal gravity value computed on the
 BG2548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2548.degrees latitude (g = 980.6199 gals.).
 BG2548
 BG2548.The modeled gravity was interpolated from observed gravity values.
 BG2548
 BG2548;                    North         East    Units  Estimated Accuracy
 BG2548;SPC AL W     -    73,540.      560,600.      MT  (+/- 180 meters Scaled)
 BG2548
 BG2548                          SUPERSEDED SURVEY CONTROL
 BG2548
 BG2548  NGVD 29 (??/??/??)   44.420  (m)          145.73   (f) ADJUSTED    1 1
 BG2548
 BG2548.Superseded values are not recommended for survey control.
 BG2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2548.See file dsdata.txt to determine how the superseded data were derived.
 BG2548
 BG2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU127925(NAD 83)
 BG2548_MARKER: DR = REFERENCE MARK DISK
 BG2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2548_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2548_STAMPING: NO 263 NO 1 1938
 BG2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2548+STABILITY: SURFACE MOTION
 BG2548
 BG2548  HISTORY     - Date     Condition        Report By
 BG2548  HISTORY     - 1938     MONUMENTED       CGS
 BG2548  HISTORY     - 1968     GOOD             NGS
 BG2548  HISTORY     - 20030708 MARK NOT FOUND   USPSQD
 BG2548
 BG2548                          STATION DESCRIPTION
 BG2548
 BG2548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG2548'7.7 MI E FROM MOBILE.
 BG2548'ABOUT 7.4 MILES EAST ALONG U.S. HIGHWAY 31 AND 90 FROM THE EAST
 BG2548'END OF THE BANKHEAD TUNNEL UNDER THE MOBILE RIVER, THENCE 0.3
 BG2548'MILE SOUTH ALONG U.S. HIGHWAY 90, ABOUT 80 YARDS NORTHWEST OF
 BG2548'AND ACROSS THE HIGHWAY FROM THE NORTHWEST CORNER OF A TEXACO
 BG2548'SERVICE STATION, 288 FEET SOUTH OF RM 2 DESCRIBED, 39 1/2 FEET
 BG2548'WEST OF THE CENTER LINE OF THE HIGHWAY, 41 FEET EAST OF THE
 BG2548'NORTHEAST CORNER OF A FENCE AROUND A ONE STORY BRICK RESIDENCE,
 BG2548'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 BG2548'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 BG2548
 BG2548                          STATION RECOVERY (2003)
 BG2548
 BG2548'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2548'A TEXACO SERVICE STATION NO LONGER EXISTS AT THIS LOCATION, WITNESS
 BG2548'POST AND SIGN ARE MISSING.THIS AREA HAS CHANGED CONSIDERABLY, THIS A
 BG2548'FOUR LANE HIGHWAY WITH CURBS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2547 ***********************************************************************
 BG2547  DESIGNATION -  263 RM 2
 BG2547  PID         -  BG2547
 BG2547  STATE/COUNTY-  AL/BALDWIN
 BG2547  USGS QUAD   -  BRIDGEHEAD (1982)
 BG2547
 BG2547                         *CURRENT SURVEY CONTROL
 BG2547  ___________________________________________________________________
 BG2547* NAD 83(1986)-  30 39 49.     (N)    087 54 40.     (W)     SCALED    
 BG2547* NAVD 88     -        45.170  (meters)     148.20   (feet)  ADJUSTED  
 BG2547  ___________________________________________________________________
 BG2547  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BG2547  DYNAMIC HT  -          45.112 (meters)     148.00  (feet)  COMP
 BG2547  MODELED GRAV-     979,342.0   (mgal)                       NAVD 88
 BG2547
 BG2547  VERT ORDER  -  FIRST     CLASS I
 BG2547
 BG2547.The horizontal coordinates were scaled from a topographic map and have
 BG2547.an estimated accuracy of +/- 6 seconds.
 BG2547
 BG2547.The orthometric height was determined by differential leveling
 BG2547.and adjusted by the National Geodetic Survey in June 1991..
 BG2547
 BG2547.The geoid height was determined by GEOID03.
 BG2547
 BG2547.The dynamic height is computed by dividing the NAVD 88
 BG2547.geopotential number by the normal gravity value computed on the
 BG2547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2547.degrees latitude (g = 980.6199 gals.).
 BG2547
 BG2547.The modeled gravity was interpolated from observed gravity values.
 BG2547
 BG2547;                    North         East    Units  Estimated Accuracy
 BG2547;SPC AL W     -    73,630.      560,600.      MT  (+/- 180 meters Scaled)
 BG2547
 BG2547                          SUPERSEDED SURVEY CONTROL
 BG2547
 BG2547  NGVD 29 (??/??/??)   45.125  (m)          148.05   (f) ADJUSTED    1 1
 BG2547
 BG2547.Superseded values are not recommended for survey control.
 BG2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2547.See file dsdata.txt to determine how the superseded data were derived.
 BG2547
 BG2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU127926(NAD 83)
 BG2547_MARKER: DR = REFERENCE MARK DISK
 BG2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2547_STAMPING: NO 263 NO 2 1938
 BG2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2547+STABILITY: SURFACE MOTION
 BG2547
 BG2547  HISTORY     - Date     Condition        Report By
 BG2547  HISTORY     - 1938     MONUMENTED       CGS
 BG2547  HISTORY     - 1968     GOOD             NGS
 BG2547  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 BG2547
 BG2547                          STATION DESCRIPTION
 BG2547
 BG2547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG2547'7.7 MI E FROM MOBILE.
 BG2547'ABOUT 7.4 MILES EAST ALONG U.S. HIGHWAY 31 AND 70 FROM THE EAST
 BG2547'END OF THE BANKHEAD TUNNEL UNDER THE MOBILE RIVER, THENCE 0.3 MILE
 BG2547'SOUTH ALONG U.S. HIGHWAY 90, ON THE TOP OF THE FIRST HILL SOUTH
 BG2547'OF THE HIGHWAY JUNCTION, 43 1/2 FEET WEST OF THE CENTER LINE
 BG2547'OF THE HIGHWAY, 40 1/2 FEET NORTHWEST OF A POWER LINE POLE WITH
 BG2547'THREE TRANSFORMERS, 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY AND
 BG2547'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 FOOT ABOVE THE LEVEL
 BG2547'OF THE GROUND.
 BG2547
 BG2547                          STATION RECOVERY (1997)
 BG2547
 BG2547'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2653 ***********************************************************************
 BG2653  DESIGNATION -  268
 BG2653  PID         -  BG2653
 BG2653  STATE/COUNTY-  AL/BALDWIN
 BG2653  USGS QUAD   -  BAY MINETTE SOUTH (1985)
 BG2653
 BG2653                         *CURRENT SURVEY CONTROL
 BG2653  ___________________________________________________________________
 BG2653* NAD 83(1986)-  30 48 27.     (N)    087 46 10.     (W)     SCALED    
 BG2653* NAVD 88     -        51.056  (meters)     167.51   (feet)  ADJUSTED  
 BG2653  ___________________________________________________________________
 BG2653  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BG2653  DYNAMIC HT  -          50.990 (meters)     167.29  (feet)  COMP
 BG2653  MODELED GRAV-     979,352.7   (mgal)                       NAVD 88
 BG2653
 BG2653  VERT ORDER  -  FIRST     CLASS II
 BG2653
 BG2653.The horizontal coordinates were scaled from a topographic map and have
 BG2653.an estimated accuracy of +/- 6 seconds.
 BG2653
 BG2653.The orthometric height was determined by differential leveling
 BG2653.and adjusted by the National Geodetic Survey in June 1991..
 BG2653
 BG2653.The geoid height was determined by GEOID03.
 BG2653
 BG2653.The dynamic height is computed by dividing the NAVD 88
 BG2653.geopotential number by the normal gravity value computed on the
 BG2653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2653.degrees latitude (g = 980.6199 gals.).
 BG2653
 BG2653.The modeled gravity was interpolated from observed gravity values.
 BG2653
 BG2653;                    North         East    Units  Estimated Accuracy
 BG2653;SPC AL W     -    89,540.      574,220.      MT  (+/- 180 meters Scaled)
 BG2653
 BG2653                          SUPERSEDED SURVEY CONTROL
 BG2653
 BG2653  NGVD 29 (??/??/92)   51.022  (m)          167.39   (f) ADJ UNCH    1 2
 BG2653
 BG2653.Superseded values are not recommended for survey control.
 BG2653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2653.See file dsdata.txt to determine how the superseded data were derived.
 BG2653
 BG2653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV263085(NAD 83)
 BG2653_MARKER: DD = SURVEY DISK
 BG2653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2653_STAMPING: 268 268
 BG2653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2653+STABILITY: SURFACE MOTION
 BG2653
 BG2653  HISTORY     - Date     Condition        Report By
 BG2653  HISTORY     - UNK      MONUMENTED       ALGS
 BG2653  HISTORY     - 1955     GOOD             NGS
 BG2653  HISTORY     - 20040324 MARK NOT FOUND   USPSQD
 BG2653
 BG2653                          STATION DESCRIPTION
 BG2653
 BG2653'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2653'5.2 MI N FROM STAPLETON.
 BG2653'ABOUT 5.2 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE POST
 BG2653'OFFICE AT STAPLETON, BETWEEN THE HIGHWAY AND THE LOUISVILLE
 BG2653'AND NASHVILLE RAILROAD, ABOUT 0.45 MILE SOUTH OF MILE POST 647,
 BG2653'AT THE CENTER OF A RAILROAD CUT AND ON THE TOP OF A 1 1/2-FOOT
 BG2653'CUT BANK ON HIGHWAY 31, 117 FEET WEST-SOUTHWEST OF WEST-SOUTHWEST
 BG2653'RAIL OF TRACK, 49 1/2 FEET EAST-NORTHEAST OF CENTER LINE OF
 BG2653'HIGHWAY, 91 FEET SOUTHWEST OF TELEPHONE POLE NO. 170 ON LINE
 BG2653'FOLLOWING RAILROAD, 105 1/2 FEET SOUTH-SOUTHEAST OF TELEPHONE POLE
 BG2653'NO. 37 ON LINE FOLLOWING HIGHWAY, ABOUT 2 FEET ABOVE LEVEL OF
 BG2653'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BG2653
 BG2653                          STATION RECOVERY (2004)
 BG2653
 BG2653'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG2653'LOCATION FOUND BUT NOT THE MARK. RAILROAD HAS BEEN REMOVED FOR
 BG2653'DECADES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0143 ***********************************************************************
 BH0143  DESIGNATION -  269
 BH0143  PID         -  BH0143
 BH0143  STATE/COUNTY-  AL/MOBILE
 BH0143  USGS QUAD   -  MOBILE (1982)
 BH0143
 BH0143                         *CURRENT SURVEY CONTROL
 BH0143  ___________________________________________________________________
 BH0143* NAD 83(1986)-  30 41 03.     (N)    088 00 34.     (W)     SCALED    
 BH0143* NAVD 88     -         8.518  (meters)      27.95   (feet)  POSTED    
 BH0143  ___________________________________________________________________
 BH0143  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BH0143  DYNAMIC HT  -           8.510 (meters)      27.92  (feet)  COMP
 BH0143  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BH0143
 BH0143  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0143
 BH0143.The horizontal coordinates were scaled from a topographic map and have
 BH0143.an estimated accuracy of +/- 6 seconds.
 BH0143
 BH0143.The orthometric height was determined by differential leveling
 BH0143.and adjusted by the National Geodetic Survey in 1992..
 BH0143.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0143.rate of 0.0 thru 1.0 mm/km.
 BH0143
 BH0143.The geoid height was determined by GEOID03.
 BH0143
 BH0143.The dynamic height is computed by dividing the NAVD 88
 BH0143.geopotential number by the normal gravity value computed on the
 BH0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0143.degrees latitude (g = 980.6199 gals.).
 BH0143
 BH0143.The modeled gravity was interpolated from observed gravity values.
 BH0143
 BH0143;                    North         East    Units  Estimated Accuracy
 BH0143;SPC AL W     -    75,950.      551,190.      MT  (+/- 180 meters Scaled)
 BH0143
 BH0143                          SUPERSEDED SURVEY CONTROL
 BH0143
 BH0143  NGVD 29 (??/??/??)    8.515  (m)           27.94   (f) ADJUSTED    1 2
 BH0143
 BH0143.Superseded values are not recommended for survey control.
 BH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0143.See file dsdata.txt to determine how the superseded data were derived.
 BH0143
 BH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU033950(NAD 83)
 BH0143_MARKER: DD = SURVEY DISK
 BH0143_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0143_SP_SET: BRIDGE
 BH0143_STAMPING: 269
 BH0143_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0143
 BH0143  HISTORY     - Date     Condition        Report By
 BH0143  HISTORY     - UNK      MONUMENTED       ALGS
 BH0143  HISTORY     - 1955     GOOD             CGS
 BH0143  HISTORY     - 1968     GOOD             CGS
 BH0143
 BH0143                          STATION DESCRIPTION
 BH0143
 BH0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0143'1.45 MI E FROM MOBILE.
 BH0143'ABOUT 1.45 MILES EAST ALONG U.S. HIGHWAYS 31 AND 90 FROM THE EAST END
 BH0143'OF BANKHEAD TUNNEL UNDER MOBILE RIVER AT MOBILE, ABOUT 0.1 MILE EAST
 BH0143'OF WEST END OF HIGHWAY BRIDGE OVER MOBILE BAY (THE FIRST BRIDGE EAST
 BH0143'OF TUNNEL) IN THE TOP OF BRIDGE FLOOR, 1 FOOT SOUTH OF NORTH GUTTER, 3
 BH0143'FEET WEST OF WEST END OF LIFT SPAN OF BRIDGE AND SET IN A DRILL HOLE.
 BH0143'NOTE-- A 4-LANE HIGHWAY IS PROPOSED IN THIS VINICITY AND THE MARK IS
 BH0143'SET IN THE OLD BRIDGE.  THE NEW BRIDGE WILL APPARENTLY BE BUILT NORTH
 BH0143'OF THE ORIGINAL BRIDGE.
 BH0143
 BH0143                          STATION RECOVERY (1968)
 BH0143
 BH0143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 BH0143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1996 ***********************************************************************
 DG1996  DESIGNATION -  27
 DG1996  PID         -  DG1996
 DG1996  STATE/COUNTY-  AL/CALHOUN
 DG1996  USGS QUAD   -  JACKSONVILLE EAST (1983)
 DG1996
 DG1996                         *CURRENT SURVEY CONTROL
 DG1996  ___________________________________________________________________
 DG1996* NAD 83(1986)-  33 51 37.     (N)    085 44 41.     (W)     SCALED    
 DG1996* NAVD 88     -       205.531  (meters)     674.31   (feet)  ADJUSTED  
 DG1996  ___________________________________________________________________
 DG1996  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG1996  DYNAMIC HT  -         205.313 (meters)     673.60  (feet)  COMP
 DG1996  MODELED GRAV-     979,572.0   (mgal)                       NAVD 88
 DG1996
 DG1996  VERT ORDER  -  SECOND    CLASS 0
 DG1996
 DG1996.The horizontal coordinates were scaled from a topographic map and have
 DG1996.an estimated accuracy of +/- 6 seconds.
 DG1996
 DG1996.The orthometric height was determined by differential leveling
 DG1996.and adjusted by the National Geodetic Survey in June 1991..
 DG1996
 DG1996.The geoid height was determined by GEOID03.
 DG1996
 DG1996.The dynamic height is computed by dividing the NAVD 88
 DG1996.geopotential number by the normal gravity value computed on the
 DG1996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1996.degrees latitude (g = 980.6199 gals.).
 DG1996
 DG1996.The modeled gravity was interpolated from observed gravity values.
 DG1996
 DG1996;                    North         East    Units  Estimated Accuracy
 DG1996;SPC AL E     -   372,610.      208,200.      MT  (+/- 180 meters Scaled)
 DG1996
 DG1996                          SUPERSEDED SURVEY CONTROL
 DG1996
 DG1996  NGVD 29 (??/??/92)  205.461  (m)          674.08   (f) ADJ UNCH    2 0
 DG1996
 DG1996.Superseded values are not recommended for survey control.
 DG1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1996.See file dsdata.txt to determine how the superseded data were derived.
 DG1996
 DG1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC161473(NAD 83)
 DG1996_MARKER: DB = BENCH MARK DISK
 DG1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1996_STAMPING: NO 27 1934
 DG1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1996+STABILITY: SURFACE MOTION
 DG1996
 DG1996  HISTORY     - Date     Condition        Report By
 DG1996  HISTORY     - 1934     MONUMENTED       USGS
 DG1996  HISTORY     - 1948     GOOD             NGS
 DG1996
 DG1996                          STATION DESCRIPTION
 DG1996
 DG1996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1996'0.2 MI SW FROM MERRELLTON.
 DG1996'ABOUT 0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE SOUTHERN
 DG1996'RAILWAY STATION AT MERRELLTON, AT THE JUNCTION OF A ROAD WEST,
 DG1996'19 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 13.8 FEET
 DG1996'NORTHWEST OF THE NORTHWEST EDGE OF THE HIGHWAY PAVEMENT, 41 FEET
 DG1996'NORTHEAST OF HIGHWAY R/W MARKER P.C. 256+705, 54.8 FEET SOUTHEAST
 DG1996'AND ACROSS THE ROAD WEST FROM THE SOUTHEAST RAIL OF THE SOUTHERN
 DG1996'RAILWAY TRACK, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 DG1996'1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 DG1996'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2018 ***********************************************************************
 BU2018  DESIGNATION -  27 1
 BU2018  PID         -  BU2018
 BU2018  STATE/COUNTY-  AL/ESCAMBIA
 BU2018  USGS QUAD   -  BREWTON NORTH (1986)
 BU2018
 BU2018                         *CURRENT SURVEY CONTROL
 BU2018  ___________________________________________________________________
 BU2018* NAD 83(1992)-  31 13 55.40273(N)    087 03 03.78874(W)     ADJUSTED  
 BU2018* NAVD 88     -        85.3    (meters)     280.     (feet)  VERTCON   
 BU2018  ___________________________________________________________________
 BU2018  X           -     280,831.255 (meters)                     COMP
 BU2018  Y           -  -5,451,516.062 (meters)                     COMP
 BU2018  Z           -   3,287,950.061 (meters)                     COMP
 BU2018  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 BU2018  ELLIP HEIGHT-          57.62  (meters)          (07/29/02) GPS OBS
 BU2018  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BU2018
 BU2018  HORZ ORDER  -  FIRST
 BU2018  ELLP ORDER  -  FOURTH    CLASS I
 BU2018
 BU2018.The horizontal coordinates were established by GPS observations
 BU2018.and adjusted by the National Geodetic Survey in December 1992..
 BU2018
 BU2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2018
 BU2018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2018
 BU2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2018
 BU2018.The ellipsoidal height was determined by GPS observations
 BU2018.and is referenced to NAD 83.
 BU2018
 BU2018.The geoid height was determined by GEOID03.
 BU2018
 BU2018;                    North         East     Units Scale Factor Converg.
 BU2018;SPC AL W     -   136,667.126   642,769.579   MT  0.99995589   +0 13 58.0
 BU2018;UTM  16      - 3,455,321.188   495,138.068   MT  0.99960029   -0 01 35.3
 BU2018
 BU2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2018!SPC AL W     -   0.99999095  x   0.99995589  =   0.99994684
 BU2018!UTM  16      -   0.99999095  x   0.99960029  =   0.99959125
 BU2018
 BU2018                          SUPERSEDED SURVEY CONTROL
 BU2018
 BU2018  ELLIP H (12/04/92)   57.72   (m)                       GP(       ) 4 1
 BU2018  NAD 83(1986)-  31 13 55.41641(N)    087 03 03.79050(W) AD(       ) 1
 BU2018  NAD 83(1986)-  31 13 55.41353(N)    087 03 03.78990(W) AD(       ) 1
 BU2018  NGVD 29 (12/04/92)   85.3    (m)          280.     (f) GPS OBS        
 BU2018
 BU2018.Superseded values are not recommended for survey control.
 BU2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2018.See file dsdata.txt to determine how the superseded data were derived.
 BU2018
 BU2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9513855321(NAD 83)
 BU2018_MARKER: DD = SURVEY DISK
 BU2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2018_SP_SET: CONCRETE POST
 BU2018_STAMPING: 27-1 1989
 BU2018_MARK LOGO: ALHD  
 BU2018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2018+STABILITY: SURFACE MOTION
 BU2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2018+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BU2018
 BU2018  HISTORY     - Date     Condition        Report By
 BU2018  HISTORY     - 1989     MONUMENTED       ALHD
 BU2018
 BU2018                          STATION DESCRIPTION
 BU2018
 BU2018'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2018'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF ESCAMBIA COUNTY
 BU2018'ROAD NO. 57, ABOUT 7.89 KM (4.90 MI) SOUTH OF CASTLEBERRY AND 14.32 KM
 BU2018'(8.90 MI) NORTH OF BREWTON.
 BU2018'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 31 AND
 BU2018'ESCAMBIA COUNTY ROAD NO. 57 AT CENTER NEW GROVE CHURCH (MILE POST
 BU2018'78.85 ON HIGHWAY 31) ABOUT 8.69 KM (5.40 MI) SOUTH OF CASTLEBERRY,
 BU2018'DRIVE EAST ON ESCAMBIA COUNTY ROAD NO. 57 FOR 1.37 KM (0.85 MI) TO THE
 BU2018'STATION ON THE LEFT.
 BU2018'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 5.85 M (19.2 FT)
 BU2018'NORTH OF THE CENTER LINE OF ESCAMBIA COUNTY ROAD NO. 57, 11.58 M
 BU2018'(38.0 FT) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 23.77 M (78.0 FT)
 BU2018'EAST OF TRANSFORMER POWER POLE NO. 374, 6.64 M (21.8 FT)
 BU2018'EAST-SOUTHEAST OF A CONCRETE RIGHT OF WAY MARKER, 23.16 M (76.0 FT)
 BU2018'WEST-SOUTHWEST OF TRANSFORMER POWER POLE NO. 336, AND 1.77 M (5.8 FT)
 BU2018'SOUTHEAST OF A CARSONITE WITNESS POST.
 BU2018'STATION 27-2 CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2040 ***********************************************************************
 BU2040  DESIGNATION -  27 10
 BU2040  PID         -  BU2040
 BU2040  STATE/COUNTY-  AL/ESCAMBIA
 BU2040  USGS QUAD   -  PARKER SPRINGS (1982)
 BU2040
 BU2040                         *CURRENT SURVEY CONTROL
 BU2040  ___________________________________________________________________
 BU2040* NAD 83(1999)-  31 00 14.30786(N)    086 47 38.03895(W)     ADJUSTED  
 BU2040* NAVD 88     -        73.2    (meters)     240.     (feet)  GPS OBS   
 BU2040  ___________________________________________________________________
 BU2040  X           -     306,025.983 (meters)                     COMP
 BU2040  Y           -  -5,463,239.176 (meters)                     COMP
 BU2040  Z           -   3,266,294.864 (meters)                     COMP
 BU2040  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 BU2040  ELLIP HEIGHT-          45.92  (meters)          (06/19/01) GPS OBS
 BU2040  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BU2040
 BU2040  HORZ ORDER  -  FIRST
 BU2040  ELLP ORDER  -  FOURTH    CLASS I
 BU2040
 BU2040.The horizontal coordinates were established by GPS observations
 BU2040.and adjusted by the National Geodetic Survey in June 2001..
 BU2040
 BU2040.The orthometric height was determined by GPS observations and a
 BU2040.high-resolution geoid model.
 BU2040
 BU2040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2040
 BU2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2040
 BU2040.The ellipsoidal height was determined by GPS observations
 BU2040.and is referenced to NAD 83.
 BU2040
 BU2040.The geoid height was determined by GEOID03.
 BU2040
 BU2040;                    North         East     Units Scale Factor Converg.
 BU2040;SPC AL W     -   111,508.171   667,429.102   MT  0.99998940   +0 21 49.4
 BU2040;UTM  16      - 3,430,060.625   519,674.787   MT  0.99960477   +0 06 22.2
 BU2040
 BU2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2040!SPC AL W     -   0.99999279  x   0.99998940  =   0.99998219
 BU2040!UTM  16      -   0.99999279  x   0.99960477  =   0.99959756
 BU2040
 BU2040:                Primary Azimuth Mark                     Grid Az
 BU2040:SPC AL W     -  27 9                                     141 41 06.2
 BU2040:UTM  16      -  27 9                                     141 56 33.4
 BU2040
 BU2040|---------------------------------------------------------------------|
 BU2040| PID    Reference Object                     Distance      Geod. Az  |
 BU2040|                                                           dddmmss.s |
 BU2040| BU2047 27 9                                439.265 METERS 1420255.6 |
 BU2040|---------------------------------------------------------------------|
 BU2040
 BU2040                          SUPERSEDED SURVEY CONTROL
 BU2040
 BU2040  ELLIP H (09/29/95)   46.08   (m)                       GP(       ) 4 1
 BU2040  NAD 83(1992)-  31 00 14.30867(N)    086 47 38.03667(W) AD(       ) 1
 BU2040  ELLIP H (12/04/92)   45.98   (m)                       GP(       ) 4 1
 BU2040  NAD 83(1992)-  31 00 14.31904(N)    086 47 38.03725(W) AD(       ) 1
 BU2040  NGVD 29 (12/04/92)   73.2    (m)          240.     (f) GPS OBS        
 BU2040
 BU2040.Superseded values are not recommended for survey control.
 BU2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2040.See file dsdata.txt to determine how the superseded data were derived.
 BU2040
 BU2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1967530061(NAD 83)
 BU2040_MARKER: DD = SURVEY DISK
 BU2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2040_SP_SET: CONCRETE POST
 BU2040_STAMPING: 27-10 1990
 BU2040_MARK LOGO: ALHD  
 BU2040_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2040+STABILITY: SURFACE MOTION
 BU2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2040+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1995
 BU2040
 BU2040  HISTORY     - Date     Condition        Report By
 BU2040  HISTORY     - 1990     MONUMENTED       ALHD
 BU2040  HISTORY     - 19910110 GOOD
 BU2040  HISTORY     - 19950116 GOOD             BDE
 BU2040
 BU2040                          STATION DESCRIPTION
 BU2040
 BU2040'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2040'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTHWEST RIGHT OF
 BU2040'WAY OF ESCAMBIA COUNTY ROAD NO.11, ABOUT 28.81 KM (17.90 MI) EAST -
 BU2040'SOUTHEAST OF BREWTON AND ABOUT 26.07 KM (16.20 MI) EAST - SOUTHEAST
 BU2040'OF RIVERVIEW.
 BU2040'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ESCAMBIA COUNTY
 BU2040'ROAD NO. 11, MILE POST 24.55 ON U. S. 29, DRIVE SOUTH ON ESCAMBIA
 BU2040'COUNTY ROAD NO. 11 11.75 KM (7.30 MI) TO ESCAMBIA COUNTY ROAD NO. 4
 BU2040'LEFT AND RIGHT, TURN RIGHT ON ESCAMBIA COUNTY ROAD NO. 4 AND DRIVE
 BU2040'WEST 1.05 KM (0.65 MI) TO ESCAMBIA COUNTY ROAD NO. 11 LEFT, TURN LEFT
 BU2040'ON ESCAMBIA COUNTY ROAD NO. 11 AND DRIVE SOUTH 7.48 KM (4.65 MI) TO
 BU2040'THE STATION ON THE RIGHT.
 BU2040'THE STATION IS 0.76 M (2.49 FT) NORTHEAST OF A HOGWIRE FENCE WITH TWO
 BU2040'STRANDS OF BARBED WIRE, 7.92 M (25.98 FT) WEST OF THE CENTER OF A
 BU2040'GRAVEL ROAD, 11.80 M (38.71 FT) SOUTHWEST OF THE CENTERLINE OF
 BU2040'ESCAMBIA COUNTY ROAD NO. 11, 21.67 M (71.10 FT) NORTHWEST OF A
 BU2040'TRANSFORMER POWER POLE, APPROXIMATELY 100 YARDS WEST AND ACROSS
 BU2040'ESCAMBIA COUNTY ROAD NO. 11 FROM ROCK CREEK ASSEMBLY OF GOD CHURCH,
 BU2040'0.64 M (2.10 FT) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BU2040'WITH THE GROUND.
 BU2040'STATION 27 - 9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2040
 BU2040                          STATION RECOVERY (1991)
 BU2040
 BU2040'RECOVERED 1991
 BU2040'RECOVERED IN GOOD CONDITION.
 BU2040
 BU2040                          STATION RECOVERY (1995)
 BU2040
 BU2040'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (RGB)
 BU2040'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2041 ***********************************************************************
 BU2041  DESIGNATION -  27 11
 BU2041  PID         -  BU2041
 BU2041  STATE/COUNTY-  AL/ESCAMBIA
 BU2041  USGS QUAD   -  ROBERTS (1982)
 BU2041
 BU2041                         *CURRENT SURVEY CONTROL
 BU2041  ___________________________________________________________________
 BU2041* NAD 83(1992)-  31 06 02.04755(N)    086 57 01.00833(W)     ADJUSTED  
 BU2041* NAVD 88     -        29.0    (meters)      95.     (feet)  VERTCON   
 BU2041  ___________________________________________________________________
 BU2041  X           -     290,817.832 (meters)                     COMP
 BU2041  Y           -  -5,458,499.725 (meters)                     COMP
 BU2041  Z           -   3,275,446.736 (meters)                     COMP
 BU2041  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 BU2041  ELLIP HEIGHT-           1.49  (meters)          (07/29/02) GPS OBS
 BU2041  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BU2041
 BU2041  HORZ ORDER  -  FIRST
 BU2041  ELLP ORDER  -  FOURTH    CLASS I
 BU2041
 BU2041.The horizontal coordinates were established by GPS observations
 BU2041.and adjusted by the National Geodetic Survey in December 1992..
 BU2041
 BU2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2041
 BU2041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2041
 BU2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2041
 BU2041.The ellipsoidal height was determined by GPS observations
 BU2041.and is referenced to NAD 83.
 BU2041
 BU2041.The geoid height was determined by GEOID03.
 BU2041
 BU2041;                    North         East     Units Scale Factor Converg.
 BU2041;SPC AL W     -   122,132.836   652,442.298   MT  0.99996724   +0 17 02.3
 BU2041;UTM  16      - 3,440,748.628   504,741.575   MT  0.99960028   +0 01 32.5
 BU2041
 BU2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2041!SPC AL W     -   0.99999977  x   0.99996724  =   0.99996701
 BU2041!UTM  16      -   0.99999977  x   0.99960028  =   0.99960005
 BU2041
 BU2041:                Primary Azimuth Mark                     Grid Az
 BU2041:SPC AL W     -  27 12                                    076 08 46.9
 BU2041:UTM  16      -  27 12                                    076 24 16.7
 BU2041
 BU2041|---------------------------------------------------------------------|
 BU2041| PID    Reference Object                     Distance      Geod. Az  |
 BU2041|                                                           dddmmss.s |
 BU2041| BU2042 27 12                               426.112 METERS 0762549.2 |
 BU2041|---------------------------------------------------------------------|
 BU2041
 BU2041                          SUPERSEDED SURVEY CONTROL
 BU2041
 BU2041  ELLIP H (12/04/92)    1.59   (m)                       GP(       ) 4 1
 BU2041  NAD 83(1992)-  31 06 02.05682(N)    086 57 01.00884(W) AD(       ) 1
 BU2041  NGVD 29 (12/04/92)   29.0    (m)           95.     (f) GPS OBS        
 BU2041
 BU2041.Superseded values are not recommended for survey control.
 BU2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2041.See file dsdata.txt to determine how the superseded data were derived.
 BU2041
 BU2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0474240749(NAD 83)
 BU2041_MARKER: DD = SURVEY DISK
 BU2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2041_SP_SET: CONCRETE POST
 BU2041_STAMPING: 27-11 1990
 BU2041_MARK LOGO: ALHD  
 BU2041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2041+STABILITY: SURFACE MOTION
 BU2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2041+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1991
 BU2041
 BU2041  HISTORY     - Date     Condition        Report By
 BU2041  HISTORY     - 1990     MONUMENTED       ALHD
 BU2041  HISTORY     - 19910110 GOOD
 BU2041
 BU2041                          STATION DESCRIPTION
 BU2041
 BU2041'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2041'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2041'U. S. 29, ABOUT 11.59 KM (7.20 MI) EAST OF BREWTON AND ABOUT 11.27 KM
 BU2041'(7.00 MI) EAST - NORTHEAST OF RIVERVIEW.
 BU2041'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ALA 41, MILE
 BU2041'POST 1.30 ON U. S. 29, IN EAST BREWTON, DRIVE NORTH ON U. S. 29 11.43
 BU2041'KM (7.10 MI) TO MILE POST 8.40 AND THE STATION ON THE RIGHT.
 BU2041'THE STATION IS 7.44 M (24.41 FT) SOUTH OF THE EAST ONE OF A LINE OF
 BU2041'SHORT FOUR BY FOUR INCH POSTS IN FRONT YARD, 10.52 M (34.51 FT) SOUTH
 BU2041'OF THE CENTERLINE OF U. S. 29, 13.66 M (44.82 FT) WEST - NORTHWEST OF
 BU2041'A POWER SERVICE POLE, 19.63 M (64.40 FT) EAST - NORTHEAST OF A PRUNED
 BU2041'24 INCH OAK TREE, 19.87 M (65.19 FT) EAST OF TELEPHONE CABLE PEDESTAL
 BU2041'NO. P 124, 28.47 M (93.41 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 BU2041'THE FRONT PORCH OF A WHITE FRAME HOUSE, 28.65 M (94.00 FT) NORTHEAST
 BU2041'OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, AND SET FLUSH WITH
 BU2041'THE GROUND.
 BU2041'STATION 27 - 12 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2041'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 BU2041'MRS. C. R. DANIELS
 BU2041'ROUTE 1, BOX 435
 BU2041'BREWTON, ALABAMA 36426
 BU2041'PHONE 205 - 867 - 4644
 BU2041
 BU2041                          STATION RECOVERY (1991)
 BU2041
 BU2041'RECOVERED 1991
 BU2041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2042 ***********************************************************************
 BU2042  DESIGNATION -  27 12
 BU2042  PID         -  BU2042
 BU2042  STATE/COUNTY-  AL/ESCAMBIA
 BU2042  USGS QUAD   -  ROBERTS (1982)
 BU2042
 BU2042                         *CURRENT SURVEY CONTROL
 BU2042  ___________________________________________________________________
 BU2042* NAD 83(1992)-  31 06 05.29357(N)    086 56 45.37798(W)     ADJUSTED  
 BU2042* NAVD 88     -        27.2    (meters)      89.     (feet)  VERTCON   
 BU2042  ___________________________________________________________________
 BU2042  X           -     291,228.635 (meters)                     COMP
 BU2042  Y           -  -5,458,424.618 (meters)                     COMP
 BU2042  Z           -   3,275,531.436 (meters)                     COMP
 BU2042  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 BU2042  ELLIP HEIGHT-          -0.25  (meters)          (07/29/02) GPS OBS
 BU2042  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BU2042
 BU2042  HORZ ORDER  -  FIRST
 BU2042  ELLP ORDER  -  FOURTH    CLASS I
 BU2042
 BU2042.The horizontal coordinates were established by GPS observations
 BU2042.and adjusted by the National Geodetic Survey in December 1992..
 BU2042
 BU2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2042
 BU2042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2042
 BU2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2042
 BU2042.The ellipsoidal height was determined by GPS observations
 BU2042.and is referenced to NAD 83.
 BU2042
 BU2042.The geoid height was determined by GEOID03.
 BU2042
 BU2042;                    North         East     Units Scale Factor Converg.
 BU2042;SPC AL W     -   122,234.862   652,856.001   MT  0.99996778   +0 17 10.4
 BU2042;UTM  16      - 3,440,848.752   505,155.582   MT  0.99960033   +0 01 40.5
 BU2042
 BU2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2042!SPC AL W     -   1.00000004  x   0.99996778  =   0.99996782
 BU2042!UTM  16      -   1.00000004  x   0.99960033  =   0.99960037
 BU2042
 BU2042:                Primary Azimuth Mark                     Grid Az
 BU2042:SPC AL W     -  27 11                                    256 08 46.9
 BU2042:UTM  16      -  27 11                                    256 24 16.8
 BU2042
 BU2042|---------------------------------------------------------------------|
 BU2042| PID    Reference Object                     Distance      Geod. Az  |
 BU2042|                                                           dddmmss.s |
 BU2042| BU2041 27 11                               426.112 METERS 2562557.3 |
 BU2042|---------------------------------------------------------------------|
 BU2042
 BU2042                          SUPERSEDED SURVEY CONTROL
 BU2042
 BU2042  ELLIP H (12/04/92)   -0.15   (m)                       GP(       ) 4 1
 BU2042  NAD 83(1992)-  31 06 05.30286(N)    086 56 45.37849(W) AD(       ) 1
 BU2042  NGVD 29 (12/04/92)   27.2    (m)           89.     (f) GPS OBS        
 BU2042
 BU2042.Superseded values are not recommended for survey control.
 BU2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2042.See file dsdata.txt to determine how the superseded data were derived.
 BU2042
 BU2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0515640849(NAD 83)
 BU2042_MARKER: DD = SURVEY DISK
 BU2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2042_SP_SET: CONCRETE POST
 BU2042_STAMPING: 27-12 1990
 BU2042_MARK LOGO: ALHD  
 BU2042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2042+STABILITY: SURFACE MOTION
 BU2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2042+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1991
 BU2042
 BU2042  HISTORY     - Date     Condition        Report By
 BU2042  HISTORY     - 1990     MONUMENTED       ALHD
 BU2042  HISTORY     - 19910111 GOOD
 BU2042
 BU2042                          STATION DESCRIPTION
 BU2042
 BU2042'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2042'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2042'U. S. 29, ABOUT 12.07 KM (7.50 MI) EAST OF BREWTON AND ABOUT 11.75 KM
 BU2042'(7.30 MI) EAST - NORTHEAST OF RIVERVIEW.
 BU2042'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ALA 41, MILE
 BU2042'POST 1.30 ON U. S. 29, IN EAST BREWTON, DRIVE NORTH ON U. S. 29 11.83
 BU2042'KM (7.35 MI) TO MILE POST 8.65 AND THE STATION ON THE RIGHT.
 BU2042'THE STATION IS 10.06 M (33.01 FT) SOUTH - SOUTHEAST OF THE CENTERLINE
 BU2042'OF U. S. 29, 26.82 M (87.99 FT) WEST - SOUTHWEST OF THE CENTER OF A
 BU2042'WOODS ROAD, 30.02 M (98.49 FT) SOUTH OF A POWER POLE ACROSS U. S. 29,
 BU2042'0.73 M (2.40 FT) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 BU2042'WITH THE GROUND.
 BU2042'STATION 27 - 11 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2042
 BU2042                          STATION RECOVERY (1991)
 BU2042
 BU2042'RECOVERED 1991
 BU2042'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2081 ***********************************************************************
 BU2081  DESIGNATION -  27 13
 BU2081  PID         -  BU2081
 BU2081  STATE/COUNTY-  AL/ESCAMBIA
 BU2081  USGS QUAD   -  FREEMANVILLE (1983)
 BU2081
 BU2081                         *CURRENT SURVEY CONTROL
 BU2081  ___________________________________________________________________
 BU2081* NAD 83(1992)-  31 05 49.37871(N)    087 33 07.99539(W)     ADJUSTED  
 BU2081* NAVD 88     -        91.2    (meters)     299.     (feet)  VERTCON   
 BU2081  ___________________________________________________________________
 BU2081  X           -     233,467.513 (meters)                     COMP
 BU2081  Y           -  -5,461,507.632 (meters)                     COMP
 BU2081  Z           -   3,275,144.375 (meters)                     COMP
 BU2081  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 BU2081  ELLIP HEIGHT-          62.93  (meters)          (07/29/02) GPS OBS
 BU2081  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BU2081
 BU2081  HORZ ORDER  -  FIRST
 BU2081  ELLP ORDER  -  FOURTH    CLASS I
 BU2081
 BU2081.The horizontal coordinates were established by GPS observations
 BU2081.and adjusted by the National Geodetic Survey in December 1992..
 BU2081
 BU2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2081
 BU2081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2081
 BU2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2081
 BU2081.The ellipsoidal height was determined by GPS observations
 BU2081.and is referenced to NAD 83.
 BU2081
 BU2081.The geoid height was determined by GEOID03.
 BU2081
 BU2081;                    North         East     Units Scale Factor Converg.
 BU2081;SPC AL W     -   121,613.913   595,018.067   MT  0.99993364   -0 01 37.1
 BU2081;UTM  16      - 3,440,488.638   447,334.725   MT  0.99963421   -0 17 06.8
 BU2081
 BU2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2081!SPC AL W     -   0.99999012  x   0.99993364  =   0.99992376
 BU2081!UTM  16      -   0.99999012  x   0.99963421  =   0.99962433
 BU2081
 BU2081                          SUPERSEDED SURVEY CONTROL
 BU2081
 BU2081  ELLIP H (12/04/92)   63.04   (m)                       GP(       ) 4 1
 BU2081  NAD 83(1992)-  31 05 49.39388(N)    087 33 07.99790(W) AD(       ) 1
 BU2081  NGVD 29 (12/04/92)   91.2    (m)          299.     (f) GPS OBS        
 BU2081
 BU2081.Superseded values are not recommended for survey control.
 BU2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2081.See file dsdata.txt to determine how the superseded data were derived.
 BU2081
 BU2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4733540489(NAD 83)
 BU2081_MARKER: DD = SURVEY DISK
 BU2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2081_SP_SET: CONCRETE POST
 BU2081_STAMPING: 27 - 13 1990
 BU2081_MARK LOGO: ALHD  
 BU2081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2081+STABILITY: SURFACE MOTION
 BU2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2081+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 BU2081
 BU2081  HISTORY     - Date     Condition        Report By
 BU2081  HISTORY     - 1990     MONUMENTED       ALHD
 BU2081  HISTORY     - 19911007 GOOD
 BU2081  HISTORY     - 20050912 GOOD             METRIC
 BU2081
 BU2081                          STATION DESCRIPTION
 BU2081
 BU2081'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2081'THE STATION IS LOCATED IN EASCAMBIA COUNTY ON THE NORTHEAST RIGHT OF
 BU2081'WAY OF ESCAMBIA COUNTY ROAD NO. 1, ABOUT 9.66 KM (6.00 MI) NORTHWEST
 BU2081'OF ATMORE AND ABOUT 23.50 KM (14.60 MI) SOUTH - SOUTHWEST OF URIAH.
 BU2081'TO REACH THE STATION FROM EXIT 57 ON I - 65 (MILE POST 8.10 ON ALA 21)
 BU2081', DRIVE SOUTH ON ALA 21 5.63 KM (3.50 MI) TO MILE POST 4.60 AND
 BU2081'ESCAMBIA COUNTY ROAD NO. 12 LEFT AND RIGHT, TURN RIGHT ON ESCAMBIA
 BU2081'COUNTY ROAD NO. 12 AND DRIVE WEST 2.90 KM (1.80 MI) TO ESCAMBIA
 BU2081'COUNTY ROAD NO. 1 LEFT AND RIGHT, TURN RIGHT ON ESCAMBIA COUNCTY ROAD
 BU2081'NO. 1 AND DRIVE NORTHWEST 2.49 KM (1.55 MI) TO AN OVERPASS OVER I -
 BU2081'65, CONTINUE NORTHWEST ON ESCAMBIA COUNTY ROAD NO. 1 2.25 KM
 BU2081'(1.40 MI) TO THE STATION ON THE RIGHT.
 BU2081'THE STATION IS LOCATED NORTHEAST ACROSS ESCAMBIA COUNTY ROAD NO. 1
 BU2081'FROM THE POARCH CREEK INDIANS RESERVATION HEADQUARTERS BUILDING, 1.68
 BU2081'M (5.51 FT) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 2 A1, 12.95 M
 BU2081'(42.49 FT) NORTHEAST OF THE CENTERLINE OF ESCAMBIA COUNTY ROAD NO. 1,
 BU2081'44.90 M (147.31 FT) SOUTHEAST OF A JUNCTION POWER POLE, 0.40 M
 BU2081'(1.31 FT) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 BU2081'THE GROUND.
 BU2081'STATION 27-14 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2081
 BU2081                          STATION RECOVERY (1991)
 BU2081
 BU2081'RECOVERED 1991
 BU2081'RECOVERED IN GOOD CONDITION.
 BU2081
 BU2081                          STATION RECOVERY (2005)
 BU2081
 BU2081'RECOVERY NOTE BY METRIC SURVEYS 2005 (HLB)
 BU2081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2114 ***********************************************************************
 BU2114  DESIGNATION -  27 14
 BU2114  PID         -  BU2114
 BU2114  STATE/COUNTY-  AL/ESCAMBIA
 BU2114  USGS QUAD   -  FREEMANVILLE (1983)
 BU2114
 BU2114                         *CURRENT SURVEY CONTROL
 BU2114  ___________________________________________________________________
 BU2114* NAD 83(1992)-  31 06 06.27906(N)    087 33 20.67958(W)     ADJUSTED  
 BU2114* NAVD 88     -        90.0    (meters)     295.     (feet)  VERTCON   
 BU2114  ___________________________________________________________________
 BU2114  X           -     233,120.150 (meters)                     COMP
 BU2114  Y           -  -5,461,252.349 (meters)                     COMP
 BU2114  Z           -   3,275,589.441 (meters)                     COMP
 BU2114  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 BU2114  ELLIP HEIGHT-          61.73  (meters)          (07/29/02) GPS OBS
 BU2114  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BU2114
 BU2114  HORZ ORDER  -  FIRST
 BU2114  ELLP ORDER  -  FOURTH    CLASS I
 BU2114
 BU2114.The horizontal coordinates were established by GPS observations
 BU2114.and adjusted by the National Geodetic Survey in December 1992..
 BU2114
 BU2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2114
 BU2114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2114
 BU2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2114
 BU2114.The ellipsoidal height was determined by GPS observations
 BU2114.and is referenced to NAD 83.
 BU2114
 BU2114.The geoid height was determined by GEOID03.
 BU2114
 BU2114;                    North         East     Units Scale Factor Converg.
 BU2114;SPC AL W     -   122,134.531   594,682.194   MT  0.99993368   -0 01 43.7
 BU2114;UTM  16      - 3,441,010.609   447,001.301   MT  0.99963465   -0 17 13.5
 BU2114
 BU2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2114!SPC AL W     -   0.99999031  x   0.99993368  =   0.99992399
 BU2114!UTM  16      -   0.99999031  x   0.99963465  =   0.99962496
 BU2114
 BU2114                          SUPERSEDED SURVEY CONTROL
 BU2114
 BU2114  ELLIP H (12/04/92)   61.83   (m)                       GP(       ) 4 1
 BU2114  NAD 83(1992)-  31 06 06.29418(N)    087 33 20.68210(W) AD(       ) 1
 BU2114  NGVD 29 (12/04/92)   90.0    (m)          295.     (f) GPS OBS        
 BU2114
 BU2114.Superseded values are not recommended for survey control.
 BU2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2114.See file dsdata.txt to determine how the superseded data were derived.
 BU2114
 BU2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4700141011(NAD 83)
 BU2114_MARKER: DD = SURVEY DISK
 BU2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2114_SP_SET: CONCRETE POST
 BU2114_STAMPING: 27 - 14 1990
 BU2114_MARK LOGO: ALHD  
 BU2114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2114+STABILITY: SURFACE MOTION
 BU2114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2114+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 BU2114
 BU2114  HISTORY     - Date     Condition        Report By
 BU2114  HISTORY     - 1990     MONUMENTED       ALHD
 BU2114  HISTORY     - 19910312 GOOD
 BU2114
 BU2114                          STATION DESCRIPTION
 BU2114
 BU2114'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2114'THE STATION IS LOCATED IN EASCAMBIA COUNTY ON THE SOUTHWEST RIGHT OF
 BU2114'WAY OF ESCAMBIA COUNTY ROAD NO. 1, ABOUT 10.30 KM (6.40 MI) NORTHWEST
 BU2114'OF ATMORE AND ABOUT 23.17 KM (14.40 MI) SOUTH - SOUTHWEST OF URIAH.
 BU2114'TO REACH THE STATION FROM EXIT 57 ON I - 65 (MILE POST 8.10 ON ALA 21)
 BU2114', DRIVE SOUTH ON ALA 21 5.63 KM (3.50 MI) TO MILE POST 4.60 AND
 BU2114'ESCAMBIA COUNTY ROAD NO. 12 LEFT AND RIGHT, TURN RIGHT ON ESCAMBIA
 BU2114'COUNTY ROAD NO. 12 AND DRIVE WEST 2.90 KM (1.80 MI) TO ESCAMBIA
 BU2114'COUNTY ROAD NO. 1 LEFT AND RIGHT, TURN RIGHT ON ESCAMBIA COUNCTY ROAD
 BU2114'NO. 1 AND DRIVE NORTHWEST 2.49 KM (1.55 MI) TO AN OVERPASS OVER I -
 BU2114'65, CONTINUE NORTHWEST ON ESCAMBIA COUNTY ROAD NO. 1 2.90 KM
 BU2114'(1.80 MI) TO THE STATION ON THE LEFT.
 BU2114'THE STATION IS LOCATED ON THE GROUNDS AND NORTHEAST OF THE POARCH
 BU2114'CREEK INDIAN FIRE AND POLICE DEPARTMENT BUILDING, 9.88 M (32.41 FT)
 BU2114'SOUTHWEST OF THE CENTERLINE OF ESCAMBIA COUNTY ROAD NO. 1, 27.37 M
 BU2114'(89.80 FT) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 1 3 ACROSS ESCAMBIA
 BU2114'COUNTY ROAD NO. 1, 28.44 M (93.31 FT) SOUTH OF A TRANSFORMER POWER
 BU2114'POLE ACROSS ESCAMBIA COUNTY ROAD NO. 1, 31.82 M (104.40 FT) SOUTHEAST
 BU2114'OF A WHITE AND BLACK STRIPED POST, 48.95 M (160.60 FT) NORTH OF THE
 BU2114'NORTHWEST CORNER OF THE FIRE AND POLICE DEPARTMENT BUILDING, AND SET
 BU2114'FLUSH WITH THE GROUND.
 BU2114'STATION 27-13 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2114
 BU2114                          STATION RECOVERY (1991)
 BU2114
 BU2114'RECOVERED 1991
 BU2114'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2211 ***********************************************************************
 AA2211  DESIGNATION -  27 15
 AA2211  PID         -  AA2211
 AA2211  STATE/COUNTY-  AL/ESCAMBIA
 AA2211  USGS QUAD   -  BARNETT CROSSROADS (1986)
 AA2211
 AA2211                         *CURRENT SURVEY CONTROL
 AA2211  ___________________________________________________________________
 AA2211* NAD 83(1992)-  31 13 57.90627(N)    087 21 40.80634(W)     ADJUSTED  
 AA2211* NAVD 88     -        95.6    (meters)     314.     (feet)  VERTCON   
 AA2211  ___________________________________________________________________
 AA2211  X           -     251,303.399 (meters)                     COMP
 AA2211  Y           -  -5,452,925.540 (meters)                     COMP
 AA2211  Z           -   3,288,021.171 (meters)                     COMP
 AA2211  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA2211  ELLIP HEIGHT-          67.61  (meters)          (07/29/02) GPS OBS
 AA2211  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA2211
 AA2211  HORZ ORDER  -  FIRST
 AA2211  ELLP ORDER  -  FOURTH    CLASS I
 AA2211
 AA2211.The horizontal coordinates were established by GPS observations
 AA2211.and adjusted by the National Geodetic Survey in December 1994..
 AA2211
 AA2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2211
 AA2211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2211
 AA2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2211
 AA2211.The ellipsoidal height was determined by GPS observations
 AA2211.and is referenced to NAD 83.
 AA2211
 AA2211.The geoid height was determined by GEOID03.
 AA2211
 AA2211;                    North         East     Units Scale Factor Converg.
 AA2211;SPC AL W     -   136,665.630   613,209.940   MT  0.99993548   +0 04 18.8
 AA2211;UTM  16      - 3,455,453.402   465,588.724   MT  0.99961461   -0 11 14.5
 AA2211
 AA2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2211!SPC AL W     -   0.99998938  x   0.99993548  =   0.99992486
 AA2211!UTM  16      -   0.99998938  x   0.99961461  =   0.99960400
 AA2211
 AA2211|---------------------------------------------------------------------|
 AA2211| PID    Reference Object                     Distance      Geod. Az  |
 AA2211|                                                           dddmmss.s |
 AA2211| AA2212 27 16                               376.187 METERS 35747     |
 AA2211|---------------------------------------------------------------------|
 AA2211
 AA2211                          SUPERSEDED SURVEY CONTROL
 AA2211
 AA2211  ELLIP H (12/16/94)   67.74   (m)                       GP(       ) 3 2
 AA2211  NGVD 29 (12/16/94)   95.6    (m)          314.     (f) GPS OBS        
 AA2211
 AA2211.Superseded values are not recommended for survey control.
 AA2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2211.See file dsdata.txt to determine how the superseded data were derived.
 AA2211
 AA2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6558955453(NAD 83)
 AA2211_MARKER: DD = SURVEY DISK
 AA2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2211_SP_SET: CONCRETE POST
 AA2211_STAMPING: 27-15 1993
 AA2211_MARK LOGO: ALHD  
 AA2211_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2211+STABILITY: SURFACE MOTION
 AA2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2211+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2211
 AA2211  HISTORY     - Date     Condition        Report By
 AA2211  HISTORY     - 1993     MONUMENTED       ALHD
 AA2211
 AA2211                          STATION DESCRIPTION
 AA2211
 AA2211'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2211'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON PROPERTY OWNED BY SCOTT
 AA2211'PAPER COMPANY, ABOUT 16.50 MI (26.55 KM) NORTH-NORTHEAST OF ATMORE AND
 AA2211'ABOUT 16.60 MI (26.71 KM) NORTH-NORTHWEST OF FLOMATON. TO REACH THE
 AA2211'STATION FROM EXIT 69 ON I-65, DRIVE NORTH AND NORTHEAST ON ESCAMBIA
 AA2211'COUNTY ROAD NO. 17 FOR 1.35 MI (2.17 KM) TO BARNETT CROSS ROAD WITH
 AA2211'ESCAMBIA COUNTY ROAD NO. 40 ON THE RIGHT AND A PAVED COUNTY ROAD ON
 AA2211'THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR
 AA2211'3.05 MI (4.91 KM) TO A GRAVEL ROAD ON THE LEFT AT A GATE AND THE
 AA2211'SOUTHEAST CORNER OF A CLEAR CUT AREA, TURN LEFT ON THE GRAVEL ROAD AND
 AA2211'DRIVE WEST AND SOUTH FOR 1.15 MI (1.85 KM) TO A GRAVEL WOODS ROAD ON
 AA2211'THE RIGHT, TURN RIGHT ON THE GRAVEL WOODS ROAD AND DRIVE WEST FOR 0.30
 AA2211'MI (0.48 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED IN A
 AA2211'CLEAR CUT AREA, 37.0 FT (11.3 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 AA2211'WOODS ROAD, 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND
 AA2211'SET FLUSH WITH THE GROUND. STATION 27-16 1993 MAY BE USED AS AN
 AA2211'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2212 ***********************************************************************
 AA2212  DESIGNATION -  27 16
 AA2212  PID         -  AA2212
 AA2212  STATE/COUNTY-  AL/ESCAMBIA
 AA2212  USGS QUAD   -  BARNETT CROSSROADS (1986)
 AA2212
 AA2212                         *CURRENT SURVEY CONTROL
 AA2212  ___________________________________________________________________
 AA2212* NAD 83(1992)-  31 14 10.11174(N)    087 21 41.35544(W)     ADJUSTED  
 AA2212* NAVD 88     -        96.5    (meters)     317.     (feet)  VERTCON   
 AA2212  ___________________________________________________________________
 AA2212  X           -     251,279.945 (meters)                     COMP
 AA2212  Y           -  -5,452,732.276 (meters)                     COMP
 AA2212  Z           -   3,288,343.071 (meters)                     COMP
 AA2212  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA2212  ELLIP HEIGHT-          68.53  (meters)          (07/29/02) GPS OBS
 AA2212  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA2212
 AA2212  HORZ ORDER  -  FIRST
 AA2212  ELLP ORDER  -  FOURTH    CLASS I
 AA2212
 AA2212.The horizontal coordinates were established by GPS observations
 AA2212.and adjusted by the National Geodetic Survey in December 1994..
 AA2212
 AA2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2212
 AA2212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2212
 AA2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2212
 AA2212.The ellipsoidal height was determined by GPS observations
 AA2212.and is referenced to NAD 83.
 AA2212
 AA2212.The geoid height was determined by GEOID03.
 AA2212
 AA2212;                    North         East     Units Scale Factor Converg.
 AA2212;SPC AL W     -   137,041.494   613,194.938   MT  0.99993548   +0 04 18.6
 AA2212;UTM  16      - 3,455,829.209   465,575.427   MT  0.99961462   -0 11 14.8
 AA2212
 AA2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2212!SPC AL W     -   0.99998924  x   0.99993548  =   0.99992472
 AA2212!UTM  16      -   0.99998924  x   0.99961462  =   0.99960386
 AA2212
 AA2212|---------------------------------------------------------------------|
 AA2212| PID    Reference Object                     Distance      Geod. Az  |
 AA2212|                                                           dddmmss.s |
 AA2212| AA2211 27 15                               376.187 METERS 17747     |
 AA2212|---------------------------------------------------------------------|
 AA2212
 AA2212                          SUPERSEDED SURVEY CONTROL
 AA2212
 AA2212  ELLIP H (12/16/94)   68.66   (m)                       GP(       ) 3 2
 AA2212  NGVD 29 (12/16/94)   96.5    (m)          317.     (f) GPS OBS        
 AA2212
 AA2212.Superseded values are not recommended for survey control.
 AA2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2212.See file dsdata.txt to determine how the superseded data were derived.
 AA2212
 AA2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6557555829(NAD 83)
 AA2212_MARKER: DD = SURVEY DISK
 AA2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2212_SP_SET: CONCRETE POST
 AA2212_STAMPING: 27-16 1993
 AA2212_MARK LOGO: ALHD  
 AA2212_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2212+STABILITY: SURFACE MOTION
 AA2212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2212+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2212
 AA2212  HISTORY     - Date     Condition        Report By
 AA2212  HISTORY     - 1993     MONUMENTED       ALHD
 AA2212
 AA2212                          STATION DESCRIPTION
 AA2212
 AA2212'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2212'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON PROPERTY OWNED BY SCOTT
 AA2212'PAPER COMPANY, ABOUT 16.90 MI (27.20 KM) NORTH-NORTHEAST OF ATMORE AND
 AA2212'ABOUT 17.00 MI (27.36 KM) NORTH-NORTHWEST OF FLOMATON. TO REACH THE
 AA2212'STATION FROM EXIT 69 ON I-65, DRIVE NORTH AND NORTHEAST ON ESCAMBIA
 AA2212'COUNTY ROAD NO. 17 FOR 1.35 MI (2.17 KM) TO BARNETT CROSS ROAD WITH
 AA2212'ESCAMBIA COUNTY ROAD NO. 40 ON THE RIGHT AND A PAVED COUNTY ROAD ON
 AA2212'THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR
 AA2212'3.05 MI (4.91 KM) TO A GRAVEL ROAD ON THE LEFT AT A GATE AND THE
 AA2212'SOUTHEAST CORNER OF A CLEAR CUT AREA, TURN LEFT ON THE GRAVEL ROAD AND
 AA2212'DRIVE WEST AND SOUTH FOR 0.80 MI (1.29 KM) TO A GRAVEL WOODS ROAD ON
 AA2212'THE RIGHT, TURN RIGHT ON THE GRAVEL WOODS ROAD AND DRIVE WEST FOR 0.20
 AA2212'MI (0.32 KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED IN A
 AA2212'CLEAR CUT AREA, 44.0 FT (13.4 M) NORTH-NORTHWEST OF THE CENTER OF THE
 AA2212'WOODS ROAD, 2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 AA2212'SET FLUSH WITH THE GROUND. STATION 27-15 1993 MAY BE USED AS AN
 AA2212'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2213 ***********************************************************************
 AA2213  DESIGNATION -  27 17
 AA2213  PID         -  AA2213
 AA2213  STATE/COUNTY-  AL/ESCAMBIA
 AA2213  USGS QUAD   -  HUXFORD (1986)
 AA2213
 AA2213                         *CURRENT SURVEY CONTROL
 AA2213  ___________________________________________________________________
 AA2213* NAD 83(1992)-  31 13 25.57410(N)    087 27 46.64015(W)     ADJUSTED  
 AA2213* NAVD 88     -       103.3    (meters)     339.     (feet)  VERTCON   
 AA2213  ___________________________________________________________________
 AA2213  X           -     241,654.772 (meters)                     COMP
 AA2213  Y           -  -5,453,884.918 (meters)                     COMP
 AA2213  Z           -   3,287,173.604 (meters)                     COMP
 AA2213  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AA2213  ELLIP HEIGHT-          75.20  (meters)          (07/29/02) GPS OBS
 AA2213  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AA2213
 AA2213  HORZ ORDER  -  FIRST
 AA2213  ELLP ORDER  -  FOURTH    CLASS I
 AA2213
 AA2213.The horizontal coordinates were established by GPS observations
 AA2213.and adjusted by the National Geodetic Survey in December 1994..
 AA2213
 AA2213.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2213
 AA2213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2213
 AA2213.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2213
 AA2213.The ellipsoidal height was determined by GPS observations
 AA2213.and is referenced to NAD 83.
 AA2213
 AA2213.The geoid height was determined by GEOID03.
 AA2213
 AA2213;                    North         East     Units Scale Factor Converg.
 AA2213;SPC AL W     -   135,662.228   603,529.375   MT  0.99993349   +0 01 09.1
 AA2213;UTM  16      - 3,454,494.111   455,906.770   MT  0.99962398   -0 14 24.0
 AA2213
 AA2213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2213!SPC AL W     -   0.99998819  x   0.99993349  =   0.99992168
 AA2213!UTM  16      -   0.99998819  x   0.99962398  =   0.99961218
 AA2213
 AA2213                          SUPERSEDED SURVEY CONTROL
 AA2213
 AA2213  ELLIP H (12/16/94)   75.33   (m)                       GP(       ) 3 2
 AA2213  NGVD 29 (12/16/94)  103.3    (m)          339.     (f) GPS OBS        
 AA2213
 AA2213.Superseded values are not recommended for survey control.
 AA2213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2213.See file dsdata.txt to determine how the superseded data were derived.
 AA2213
 AA2213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5590754494(NAD 83)
 AA2213_MARKER: DD = SURVEY DISK
 AA2213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2213_SP_SET: CONCRETE POST
 AA2213_STAMPING: 27-17 1993
 AA2213_MARK LOGO: ALHD  
 AA2213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2213+STABILITY: SURFACE MOTION
 AA2213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2213+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2213
 AA2213  HISTORY     - Date     Condition        Report By
 AA2213  HISTORY     - 1993     MONUMENTED       ALHD
 AA2213
 AA2213                          STATION DESCRIPTION
 AA2213
 AA2213'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2213'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2213'ESCAMBIA COUNTY ROAD NO. 30, ABOUT 13.85 MI (22.29 KM) NORTH-NORTHEAST
 AA2213'OF ATMORE AND ABOUT 18.80 MI (30.25 KM) NORTHWEST OF FLOMATON. TO
 AA2213'REACH THE STATION FROM EXIT 57 ON I-65 (MILE POST 8.10 ON ALA 21),
 AA2213'DRIVE NORTH ON ALA 21 FOR 8.00 MI (12.87 KM) TO MILE POST 16.10 AND
 AA2213'ESCAMBIA COUNTY ROAD NO. 30 LEFT AND RIGHT, TURN RIGHT ON ESCAMBIA
 AA2213'COUNTY ROAD NO. 30 AND DRIVE EAST FOR 0.60 MI (0.97 KM) TO THE STATION
 AA2213'ON THE RIGHT. THE STATION IS LOCATED ACROSS ESCAMBIA COUNTY ROAD NO.
 AA2213'30 FROM THE BASKETBALL AND TENNIS COUNTS OF HUXFORD ELEMENTARY SCHOOL,
 AA2213'31.8 FT (9.7 M) SOUTH OF THE CENTERLINE OF ESCAMBIA COUNTY ROAD NO.
 AA2213'30, 94.0 FT (28.7 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 102.0 FT
 AA2213'(31.1 M) SOUTHWEST OF THE WEST POST OF THE WEST DRIVE THROUGH GATE OF
 AA2213'HUXFORD ELEMENTARY SCHOOL ACROSS THE ROAD, 127.5 FT (38.9 M) SOUTHWEST
 AA2213'OF A JUNCTION POWER POLE ACROSS THE ROAD, 1.8 FT (0.5 M) NORTH OF A
 AA2213'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 27-18
 AA2213'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2214 ***********************************************************************
 AA2214  DESIGNATION -  27 18
 AA2214  PID         -  AA2214
 AA2214  STATE/COUNTY-  AL/ESCAMBIA
 AA2214  USGS QUAD   -  HUXFORD (1986)
 AA2214
 AA2214                         *CURRENT SURVEY CONTROL
 AA2214  ___________________________________________________________________
 AA2214* NAD 83(1992)-  31 13 27.62158(N)    087 27 00.27064(W)     ADJUSTED  
 AA2214* NAVD 88     -       105.0    (meters)     344.     (feet)  VERTCON   
 AA2214  ___________________________________________________________________
 AA2214  X           -     242,879.439 (meters)                     COMP
 AA2214  Y           -  -5,453,799.217 (meters)                     COMP
 AA2214  Z           -   3,287,228.389 (meters)                     COMP
 AA2214  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AA2214  ELLIP HEIGHT-          76.86  (meters)          (07/29/02) GPS OBS
 AA2214  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AA2214
 AA2214  HORZ ORDER  -  FIRST
 AA2214  ELLP ORDER  -  FOURTH    CLASS I
 AA2214
 AA2214.The horizontal coordinates were established by GPS observations
 AA2214.and adjusted by the National Geodetic Survey in December 1994..
 AA2214
 AA2214.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2214
 AA2214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2214
 AA2214.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2214
 AA2214.The ellipsoidal height was determined by GPS observations
 AA2214.and is referenced to NAD 83.
 AA2214
 AA2214.The geoid height was determined by GEOID03.
 AA2214
 AA2214;                    North         East     Units Scale Factor Converg.
 AA2214;SPC AL W     -   135,725.765   604,756.518   MT  0.99993361   +0 01 33.2
 AA2214;UTM  16      - 3,454,552.078   457,133.807   MT  0.99962266   -0 13 59.9
 AA2214
 AA2214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2214!SPC AL W     -   0.99998793  x   0.99993361  =   0.99992154
 AA2214!UTM  16      -   0.99998793  x   0.99962266  =   0.99961060
 AA2214
 AA2214                          SUPERSEDED SURVEY CONTROL
 AA2214
 AA2214  ELLIP H (12/16/94)   76.99   (m)                       GP(       ) 3 2
 AA2214  NGVD 29 (12/16/94)  105.0    (m)          344.     (f) GPS OBS        
 AA2214
 AA2214.Superseded values are not recommended for survey control.
 AA2214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2214.See file dsdata.txt to determine how the superseded data were derived.
 AA2214
 AA2214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5713454552(NAD 83)
 AA2214_MARKER: DD = SURVEY DISK
 AA2214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2214_SP_SET: CONCRETE POST
 AA2214_STAMPING: 27-18 1993
 AA2214_MARK LOGO: ALHD  
 AA2214_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2214+STABILITY: SURFACE MOTION
 AA2214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2214+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2214
 AA2214  HISTORY     - Date     Condition        Report By
 AA2214  HISTORY     - 1993     MONUMENTED       ALHD
 AA2214
 AA2214                          STATION DESCRIPTION
 AA2214
 AA2214'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2214'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2214'ESCAMBIA COUNTY ROAD NO. 30, ABOUT 14.05 MI (22.61 KM) NORTH-NORTHEAST
 AA2214'OF ATMORE AND ABOUT 18.40 MI (29.61 KM) NORTHWEST OF FLOMATON. TO
 AA2214'REACH THE STATION FROM EXIT 57 ON I-65 (MILE POST 8.10 ON ALA 21),
 AA2214'DRIVE NORTH ON ALA 21 FOR 8.00 MI (12.87 KM) TO MILE POST 16.10 AND
 AA2214'ESCAMBIA COUNTY ROAD NO. 30 LEFT AND RIGHT, TURN RIGHT ON ESCAMBIA
 AA2214'COUNTY ROAD NO. 30 AND DRIVE EAST FOR 1.40 MI (2.25 KM) TO THE STATION
 AA2214'ON THE LEFT. THE STATION IS 27.8 FT (8.5 M) NORTH OF THE CENTERLINE OF
 AA2214'ESCAMBIA COUNTY ROAD NO. 30, 133.9 FT (40.8 M) NORTH-NORTHEAST OF A
 AA2214'POWER POLE IN A FIELD ACROSS THE ROAD, 173.6 FT (52.9 M)
 AA2214'WEST-NORTHWEST OF A CROSS TIE FENCE CORNER POST ACROSS THE ROAD, 195.6
 AA2214'FT (59.6 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 1 16 ACROSS
 AA2214'THE ROAD, 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA2214'FLUSH WITH THE GROUND. STATION 27-17 1993 MAY BE USED AS AN AZIMUTH
 AA2214'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2215 ***********************************************************************
 AA2215  DESIGNATION -  27 19
 AA2215  PID         -  AA2215
 AA2215  STATE/COUNTY-  AL/ESCAMBIA
 AA2215  USGS QUAD   -  MC CULLOUGH (1983)
 AA2215
 AA2215                         *CURRENT SURVEY CONTROL
 AA2215  ___________________________________________________________________
 AA2215* NAD 83(1992)-  31 11 36.66840(N)    087 35 58.66468(W)     ADJUSTED  
 AA2215* NAVD 88     -        94.4    (meters)     310.     (feet)  VERTCON   
 AA2215  ___________________________________________________________________
 AA2215  X           -     228,716.851 (meters)                     COMP
 AA2215  Y           -  -5,456,174.511 (meters)                     COMP
 AA2215  Z           -   3,284,300.159 (meters)                     COMP
 AA2215  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA2215  ELLIP HEIGHT-          66.11  (meters)          (07/29/02) GPS OBS
 AA2215  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AA2215
 AA2215  HORZ ORDER  -  FIRST
 AA2215  ELLP ORDER  -  FOURTH    CLASS I
 AA2215
 AA2215.The horizontal coordinates were established by GPS observations
 AA2215.and adjusted by the National Geodetic Survey in December 1994..
 AA2215
 AA2215.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2215
 AA2215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2215
 AA2215.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2215
 AA2215.The ellipsoidal height was determined by GPS observations
 AA2215.and is referenced to NAD 83.
 AA2215
 AA2215.The geoid height was determined by GEOID03.
 AA2215
 AA2215;                    North         East     Units Scale Factor Converg.
 AA2215;SPC AL W     -   132,312.050   590,504.898   MT  0.99993444   -0 03 05.8
 AA2215;UTM  16      - 3,451,203.855   442,871.214   MT  0.99964026   -0 18 38.1
 AA2215
 AA2215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2215!SPC AL W     -   0.99998962  x   0.99993444  =   0.99992406
 AA2215!UTM  16      -   0.99998962  x   0.99964026  =   0.99962988
 AA2215
 AA2215:                Primary Azimuth Mark                     Grid Az
 AA2215:SPC AL W     -  27 20                                    332 05 19.5
 AA2215:UTM  16      -  27 20                                    332 20 51.8
 AA2215
 AA2215|---------------------------------------------------------------------|
 AA2215| PID    Reference Object                     Distance      Geod. Az  |
 AA2215|                                                           dddmmss.s |
 AA2215| AA2216 27 20                               APPROX. 0.5 KM 3320213.7 |
 AA2215|---------------------------------------------------------------------|
 AA2215
 AA2215                          SUPERSEDED SURVEY CONTROL
 AA2215
 AA2215  ELLIP H (12/16/94)   66.21   (m)                       GP(       ) 3 2
 AA2215  NGVD 29 (12/16/94)   94.3    (m)          309.     (f) GPS OBS        
 AA2215
 AA2215.Superseded values are not recommended for survey control.
 AA2215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2215.See file dsdata.txt to determine how the superseded data were derived.
 AA2215
 AA2215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4287151204(NAD 83)
 AA2215_MARKER: DD = SURVEY DISK
 AA2215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2215_SP_SET: CONCRETE POST
 AA2215_STAMPING: 27-19 1993
 AA2215_MARK LOGO: ALHD  
 AA2215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2215+STABILITY: SURFACE MOTION
 AA2215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2215+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2215
 AA2215  HISTORY     - Date     Condition        Report By
 AA2215  HISTORY     - 1993     MONUMENTED       ALHD
 AA2215
 AA2215                          STATION DESCRIPTION
 AA2215
 AA2215'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2215'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTHWEST RIGHT OF
 AA2215'WAY OF ESCAMBIA COUNTY ROAD NO. 1, ABOUT 3.55 MI (5.71 KM) NORTHWEST
 AA2215'OF JACK SPRINGS AND ABOUT 13.25 MI (21.32 KM) NORTH-NORTHWEST OF
 AA2215'ATMORE. TO REACH THE STATION FROM EXIT 54 ON I-65, DRIVE NORTHEAST AND
 AA2215'NORTH ON ESCAMBIA COUNTY ROAD NO. 1 FOR 6.30 MI (10.14 KM) TO A PAVED
 AA2215'CROSS ROAD WITH ESCAMBIA COUNTY ROAD NO. 1 ON THE LEFT, TURN LEFT ON
 AA2215'ESCAMBIA COUNTY ROAD NO. 1 AND DRIVE WEST AND NORTHWEST FOR 4.05 MI
 AA2215'(6.52 KM) TO THE STATION ON THE LEFT. THE STATION IS 45.8 FT (14.0 M)
 AA2215'SOUTHWEST OF THE CENTERLINE OF ESCAMBIA COUNTY ROAD NO. 1, 158.9 FT
 AA2215'(48.4 M) EAST-SOUTHEAST OF A HIGH VOLTAGE POWER LINE POLE, 163.8 FT
 AA2215'(49.9 M) SOUTHEAST OF AN ANGLE POWER POLE WITH ONE GUY WIRE, 301.0 FT
 AA2215'(91.7 M) NORTHWEST OF JUNCTION POWER POLE NO. 36, 2.2 FT (0.7 M)
 AA2215'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2215'STATION 27-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2019 ***********************************************************************
 BU2019  DESIGNATION -  27 2
 BU2019  PID         -  BU2019
 BU2019  STATE/COUNTY-  AL/ESCAMBIA
 BU2019  USGS QUAD   -  BREWTON NORTH (1986)
 BU2019
 BU2019                         *CURRENT SURVEY CONTROL
 BU2019  ___________________________________________________________________
 BU2019* NAD 83(1992)-  31 13 55.21181(N)    087 02 28.56194(W)     ADJUSTED  
 BU2019* NAVD 88     -        54.0    (meters)     177.     (feet)  VERTCON   
 BU2019  ___________________________________________________________________
 BU2019  X           -     281,761.062 (meters)                     COMP
 BU2019  Y           -  -5,451,444.380 (meters)                     COMP
 BU2019  Z           -   3,287,928.829 (meters)                     COMP
 BU2019  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 BU2019  ELLIP HEIGHT-          26.37  (meters)          (07/29/02) GPS OBS
 BU2019  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BU2019
 BU2019  HORZ ORDER  -  FIRST
 BU2019  ELLP ORDER  -  FOURTH    CLASS I
 BU2019
 BU2019.The horizontal coordinates were established by GPS observations
 BU2019.and adjusted by the National Geodetic Survey in December 1992..
 BU2019
 BU2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2019
 BU2019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2019
 BU2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2019
 BU2019.The ellipsoidal height was determined by GPS observations
 BU2019.and is referenced to NAD 83.
 BU2019
 BU2019.The geoid height was determined by GEOID03.
 BU2019
 BU2019;                    North         East     Units Scale Factor Converg.
 BU2019;SPC AL W     -   136,665.075   643,701.814   MT  0.99995688   +0 14 16.3
 BU2019;UTM  16      - 3,455,314.921   496,069.953   MT  0.99960019   -0 01 17.0
 BU2019
 BU2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2019!SPC AL W     -   0.99999586  x   0.99995688  =   0.99995274
 BU2019!UTM  16      -   0.99999586  x   0.99960019  =   0.99959605
 BU2019
 BU2019                          SUPERSEDED SURVEY CONTROL
 BU2019
 BU2019  ELLIP H (12/04/92)   26.46   (m)                       GP(       ) 4 1
 BU2019  NAD 83(1986)-  31 13 55.22556(N)    087 02 28.56370(W) AD(       ) 1
 BU2019  NAD 83(1986)-  31 13 55.22266(N)    087 02 28.56310(W) AD(       ) 1
 BU2019  NGVD 29 (12/04/92)   54.0    (m)          177.     (f) GPS OBS        
 BU2019
 BU2019.Superseded values are not recommended for survey control.
 BU2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2019.See file dsdata.txt to determine how the superseded data were derived.
 BU2019
 BU2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9607055315(NAD 83)
 BU2019_MARKER: DD = SURVEY DISK
 BU2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2019_SP_SET: CONCRETE POST
 BU2019_STAMPING: 27-2 1989
 BU2019_MARK LOGO: ALHD  
 BU2019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2019+STABILITY: SURFACE MOTION
 BU2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2019+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1991
 BU2019
 BU2019  HISTORY     - Date     Condition        Report By
 BU2019  HISTORY     - 1989     MONUMENTED       ALHD
 BU2019  HISTORY     - 19910104 GOOD             ALHD
 BU2019
 BU2019                          STATION DESCRIPTION
 BU2019
 BU2019'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2019'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF ESCAMBIA COUNTY
 BU2019'ROAD NO. 57, ABOUT 7.89 KM (4.90 MI) SOUTH OF CASTLEBERRY AND ABOUT
 BU2019'14.32 KM (8.90 MI) NORTH OF BREWTON.
 BU2019'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 31 AND
 BU2019'ESCAMBIA COUNTY ROAD NO. 57 AT CENTER NEW GROVE CHURCH (MILE POST
 BU2019'78.85 ON HIGHWAY 31) ABOUT 8.69 KM (5.40 MI) SOUTH OF CASTLEBERRY,
 BU2019'DRIVE EAST ON ESCAMBIA COUNTY ROAD NO. 57 FOR 2.33 KM (1.45 MI) TO THE
 BU2019'STATION ON THE RIGHT ABOUT 0.16 KM (0.10 MI) WEST OF A CROSS ROADS.
 BU2019'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 8.63 M (28.3 FT)
 BU2019'SOUTH OF THE CENTER LINE OF ESCAMBIA COUNTY ROAD NO. 57, 4.27 M
 BU2019'(14.0 FT) SOUTH OF THE SOUTH CONCRETE CURB OF ESCAMBIA COUNTY ROAD NO.
 BU2019'57, 1.01 M (3.3 FT) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON WOOD
 BU2019'POSTS, 23.47 M (77.0 FT) EAST OF A STOP AHEAD SIGN, AND 0.91 M
 BU2019'(3.0 FT) NORTH OF A CARSONITE WITNESS POST.
 BU2019'STATION 27-1 CAN BE USED AS AN AZIMUTH.
 BU2019
 BU2019                          STATION RECOVERY (1991)
 BU2019
 BU2019'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2019'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2019'ESCAMBIA COUNTY ROAD NO. 57, ABOUT 7.89 KM (4.90 MI) SOUTH OF
 BU2019'CASTLEBERRY AND ABOUT 14.32 KM (8.90 MI) NORTH OF BREWTON.
 BU2019'TO REACH THE STATION FROM THE JUNCTION OF U. S. 31 AND ESCAMBIA COUNTY
 BU2019'ROAD NO. 57 AT CENTER NEW GROVE CHURCH, MILE POST 78.85 ON U. S. 31,
 BU2019'ABOUT 8.69 KM (5.40 MI) SOUTH OF CASTLEBERRY, DRIVE EAST ON ESCAMBIA
 BU2019'COUNTY ROAD NO. 57 2.33 KM (1.45 MI) TO THE STATION ON THE RIGHT 0.16
 BU2019'KM (0.10 MI) WEST OF A CROSS ROADS.
 BU2019'THE STATION IS 8.63 M (28.31 FT) SOUTH OF THE CENTERLINE OF ESCAMBIA
 BU2019'COUNTY ROAD NO. 57, 4.27 M (14.01 FT) SOUTH OF THE SOUTH CONCRETE
 BU2019'CURB OF ESCAMBIA COUNTY ROAD NO. 57, 1.01 M (3.31 FT) NORTH OF A FOUR
 BU2019'STRAND BARBED WIRE FENCE ON WOOD POSTS, 23.47 M (77.00 FT) EAST OF A
 BU2019'STOP AHEAD SIGN, 0.91 M (2.99 FT) NORTH OF A CARSONITE WITNESS POST,
 BU2019'AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2216 ***********************************************************************
 AA2216  DESIGNATION -  27 20
 AA2216  PID         -  AA2216
 AA2216  STATE/COUNTY-  AL/ESCAMBIA
 AA2216  USGS QUAD   -  MC CULLOUGH (1983)
 AA2216
 AA2216                         *CURRENT SURVEY CONTROL
 AA2216  ___________________________________________________________________
 AA2216* NAD 83(1992)-  31 11 51.48760(N)    087 36 07.81685(W)     ADJUSTED  
 AA2216* NAVD 88     -        94.4    (meters)     310.     (feet)  VERTCON   
 AA2216  ___________________________________________________________________
 AA2216  X           -     228,464.866 (meters)                     COMP
 AA2216  Y           -  -5,455,948.495 (meters)                     COMP
 AA2216  Z           -   3,284,690.592 (meters)                     COMP
 AA2216  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA2216  ELLIP HEIGHT-          66.15  (meters)          (07/29/02) GPS OBS
 AA2216  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AA2216
 AA2216  HORZ ORDER  -  FIRST
 AA2216  ELLP ORDER  -  FOURTH    CLASS I
 AA2216
 AA2216.The horizontal coordinates were established by GPS observations
 AA2216.and adjusted by the National Geodetic Survey in December 1994..
 AA2216
 AA2216.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2216
 AA2216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2216
 AA2216.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2216
 AA2216.The ellipsoidal height was determined by GPS observations
 AA2216.and is referenced to NAD 83.
 AA2216
 AA2216.The geoid height was determined by GEOID03.
 AA2216
 AA2216;                    North         East     Units Scale Factor Converg.
 AA2216;SPC AL W     -   132,768.643   590,263.030   MT  0.99993450   -0 03 10.5
 AA2216;UTM  16      - 3,451,661.402   442,631.483   MT  0.99964059   -0 18 42.9
 AA2216
 AA2216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2216!SPC AL W     -   0.99998961  x   0.99993450  =   0.99992411
 AA2216!UTM  16      -   0.99998961  x   0.99964059  =   0.99963021
 AA2216
 AA2216:                Primary Azimuth Mark                     Grid Az
 AA2216:SPC AL W     -  27 19                                    152 05 19.4
 AA2216:UTM  16      -  27 19                                    152 20 51.8
 AA2216
 AA2216|---------------------------------------------------------------------|
 AA2216| PID    Reference Object                     Distance      Geod. Az  |
 AA2216|                                                           dddmmss.s |
 AA2216| AA2215 27 19                               APPROX. 0.5 KM 1520208.9 |
 AA2216|---------------------------------------------------------------------|
 AA2216
 AA2216                          SUPERSEDED SURVEY CONTROL
 AA2216
 AA2216  ELLIP H (12/16/94)   66.25   (m)                       GP(       ) 3 2
 AA2216  NGVD 29 (12/16/94)   94.4    (m)          310.     (f) GPS OBS        
 AA2216
 AA2216.Superseded values are not recommended for survey control.
 AA2216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2216.See file dsdata.txt to determine how the superseded data were derived.
 AA2216
 AA2216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4263151661(NAD 83)
 AA2216_MARKER: DD = SURVEY DISK
 AA2216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2216_SP_SET: CONCRETE POST
 AA2216_STAMPING: 27-20 1993
 AA2216_MARK LOGO: ALHD  
 AA2216_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2216+STABILITY: SURFACE MOTION
 AA2216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2216+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2216
 AA2216  HISTORY     - Date     Condition        Report By
 AA2216  HISTORY     - 1993     MONUMENTED       ALHD
 AA2216
 AA2216                          STATION DESCRIPTION
 AA2216
 AA2216'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2216'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTHWEST RIGHT OF
 AA2216'WAY OF ESCAMBIA COUNTY ROAD NO. 1, ABOUT 3.90 MI (6.28 KM) NORTHWEST
 AA2216'OF JACK SPRINGS AND ABOUT 13.55 MI (21.81 KM) NORTH-NORTHWEST OF
 AA2216'ATMORE. TO REACH THE STATION FROM EXIT 54 ON I-65, DRIVE NORTHEAST AND
 AA2216'NORTH ON ESCAMBIA COUNTY ROAD NO. 1 FOR 6.30 MI (10.14 KM) TO A PAVED
 AA2216'CROSS ROAD WITH ESCAMBIA COUNTY ROAD NO. 1 ON THE LEFT, TURN LEFT ON
 AA2216'ESCAMBIA COUNTY ROAD NO. 1 AND DRIVE WEST AND NORTHWEST FOR 4.40 MI
 AA2216'(7.08 KM) TO THE STATION ON THE LEFT. THE STATION IS 12.5 FT (3.8 M)
 AA2216'SOUTH OF TELEPHONE CABLE PEDESTAL NO. 20, 42.8 FT (13.0 M)
 AA2216'WEST-SOUTHWEST OF THE CENTERLINE OF ESCAMBIA COUNTY ROAD NO. 1, 97.2
 AA2216'FT (29.6 M) SOUTHEAST OF A POWER POLE WITH ONE GUY WIRE, 145.5 FT
 AA2216'(44.3 M) EAST-SOUTHEAST OF HIGH VOLTAGE POWER LINE POLE NO. 94, 1.9 FT
 AA2216'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2216'GROUND. STATION 27-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2217 ***********************************************************************
 AA2217  DESIGNATION -  27 21
 AA2217  PID         -  AA2217
 AA2217  STATE/COUNTY-  AL/ESCAMBIA
 AA2217  USGS QUAD   -  FREEMANVILLE (1983)
 AA2217
 AA2217                         *CURRENT SURVEY CONTROL
 AA2217  ___________________________________________________________________
 AA2217* NAD 83(1992)-  31 00 53.47837(N)    087 34 12.51354(W)     ADJUSTED  
 AA2217* NAVD 88     -        89.1    (meters)     292.     (feet)  VERTCON   
 AA2217  ___________________________________________________________________
 AA2217  X           -     231,958.419 (meters)                     COMP
 AA2217  Y           -  -5,466,275.578 (meters)                     COMP
 AA2217  Z           -   3,267,336.502 (meters)                     COMP
 AA2217  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AA2217  ELLIP HEIGHT-          60.86  (meters)          (07/29/02) GPS OBS
 AA2217  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA2217
 AA2217  HORZ ORDER  -  FIRST
 AA2217  ELLP ORDER  -  FOURTH    CLASS I
 AA2217
 AA2217.The horizontal coordinates were established by GPS observations
 AA2217.and adjusted by the National Geodetic Survey in December 1994..
 AA2217
 AA2217.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2217
 AA2217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2217
 AA2217.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2217
 AA2217.The ellipsoidal height was determined by GPS observations
 AA2217.and is referenced to NAD 83.
 AA2217
 AA2217.The geoid height was determined by GEOID03.
 AA2217
 AA2217;                    North         East     Units Scale Factor Converg.
 AA2217;SPC AL W     -   112,502.517   593,302.562   MT  0.99993389   -0 02 10.1
 AA2217;UTM  16      - 3,431,387.774   445,578.742   MT  0.99963653   -0 17 37.6
 AA2217
 AA2217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2217!SPC AL W     -   0.99999044  x   0.99993389  =   0.99992433
 AA2217!UTM  16      -   0.99999044  x   0.99963653  =   0.99962698
 AA2217
 AA2217                          SUPERSEDED SURVEY CONTROL
 AA2217
 AA2217  ELLIP H (12/16/94)   60.99   (m)                       GP(       ) 3 2
 AA2217  NGVD 29 (12/16/94)   89.1    (m)          292.     (f) GPS OBS        
 AA2217
 AA2217.Superseded values are not recommended for survey control.
 AA2217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2217.See file dsdata.txt to determine how the superseded data were derived.
 AA2217
 AA2217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4557931388(NAD 83)
 AA2217_MARKER: DD = SURVEY DISK
 AA2217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2217_SP_SET: CONCRETE POST
 AA2217_STAMPING: 27-21 1993
 AA2217_MARK LOGO: ALHD  
 AA2217_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2217+STABILITY: SURFACE MOTION
 AA2217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2217+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2217
 AA2217  HISTORY     - Date     Condition        Report By
 AA2217  HISTORY     - 1993     MONUMENTED       ALHD
 AA2217  HISTORY     - 19970218 GOOD             BDE
 AA2217
 AA2217                          STATION DESCRIPTION
 AA2217
 AA2217'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2217'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2217'A PAVED COUNTY ROAD, ABOUT 4.55 MI (7.32 KM) WEST-SOUTHWEST OF ATMORE
 AA2217'AND ABOUT 10.10 MI (16.25 KM) SOUTH-SOUTHWEST OF JACK SPRINGS. TO
 AA2217'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 21 (MILE POST
 AA2217'41.35 ON U.S. 31 AND MILE POST 1.85 ON ALA 21) AT A TRAFFIC LIGHT IN
 AA2217'ATMORE, DRIVE WEST ON U.S. 31 FOR 4.30 MI (6.92 KM) TO MILE POST 37.05
 AA2217'AND A PAVED COUNTY ROAD LEFT AND RIGHT, TURN RIGHT ON THE PAVED COUNTY
 AA2217'ROAD AND DRIVE NORTH FOR 0.30 MI (0.48 KM) TO A RIGHT ANGLE TURN TO
 AA2217'THE LEFT IN THE PAVED ROAD, TURN LEFT AND DRIVE WEST FOR 0.35 MI (0.56
 AA2217'KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2217'NORTH-NORTHWEST OF A FOUR FOOT HOG WIRE FENCE ON RED TOP, GREY STEEL
 AA2217'POSTS, 6.5 FT (2.0 M) NORTHEAST OF THE EAST ONE OF THREE CONNECTED
 AA2217'WOOD POSTS IN THE FENCE LINE, 19.9 FT (6.1 M) EAST-NORTHEAST OF THE
 AA2217'JUNCTION OF AN ELECTRIC FENCE, 38.8 FT (11.8 M) SOUTH-SOUTHEAST OF THE
 AA2217'CENTER OF THE PAVED COUNTY ROAD, 84.5 FT (25.8 M) SOUTH-SOUTHEAST OF
 AA2217'THE SOUTHEAST CORNER OF AN EQUIPMENT SHED ACROSS THE ROAD, 93.3 FT
 AA2217'(28.4 M) SOUTHEAST OF THE SOUTHWEST CORNER OF AN EQUIPMENT SHED ACROSS
 AA2217'THE ROAD, 140.8 FT (42.9 M) WEST OF A TRANSFORMER POWER POLE, 3.3 FT
 AA2217'(1.0 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2217'GROUND. STATION 27-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2217
 AA2217                          STATION RECOVERY (1997)
 AA2217
 AA2217'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2217'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2218 ***********************************************************************
 AA2218  DESIGNATION -  27 22
 AA2218  PID         -  AA2218
 AA2218  STATE/COUNTY-  AL/ESCAMBIA
 AA2218  USGS QUAD   -  FREEMANVILLE (1983)
 AA2218
 AA2218                         *CURRENT SURVEY CONTROL
 AA2218  ___________________________________________________________________
 AA2218* NAD 83(1999)-  31 00 44.54635(N)    087 33 52.76692(W)     ADJUSTED  
 AA2218* NAVD 88     -        88.2    (meters)     289.     (feet)  GPS OBS   
 AA2218  ___________________________________________________________________
 AA2218  X           -     232,487.719 (meters)                     COMP
 AA2218  Y           -  -5,466,394.208 (meters)                     COMP
 AA2218  Z           -   3,267,100.295 (meters)                     COMP
 AA2218  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 AA2218  ELLIP HEIGHT-          59.99  (meters)          (05/31/01) GPS OBS
 AA2218  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AA2218
 AA2218  HORZ ORDER  -  FIRST
 AA2218  ELLP ORDER  -  FOURTH    CLASS I
 AA2218
 AA2218.The horizontal coordinates were established by GPS observations
 AA2218.and adjusted by the National Geodetic Survey in May 2001..
 AA2218
 AA2218.The orthometric height was determined by GPS observations and a
 AA2218.high-resolution geoid model.
 AA2218
 AA2218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2218
 AA2218.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2218
 AA2218.The ellipsoidal height was determined by GPS observations
 AA2218.and is referenced to NAD 83.
 AA2218
 AA2218.The geoid height was determined by GEOID03.
 AA2218
 AA2218;                    North         East     Units Scale Factor Converg.
 AA2218;SPC AL W     -   112,227.137   593,826.144   MT  0.99993380   -0 01 59.9
 AA2218;UTM  16      - 3,431,110.125   446,100.924   MT  0.99963583   -0 17 27.4
 AA2218
 AA2218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2218!SPC AL W     -   0.99999058  x   0.99993380  =   0.99992438
 AA2218!UTM  16      -   0.99999058  x   0.99963583  =   0.99962641
 AA2218
 AA2218                          SUPERSEDED SURVEY CONTROL
 AA2218
 AA2218  ELLIP H (01/21/98)   60.18   (m)                       GP(       ) 4 1
 AA2218  NAD 83(1992)-  31 00 44.54574(N)    087 33 52.76536(W) AD(       ) 1
 AA2218  ELLIP H (12/16/94)   60.09   (m)                       GP(       ) 3 2
 AA2218  NGVD 29 (12/16/94)   88.2    (m)          289.     (f) GPS OBS        
 AA2218
 AA2218.Superseded values are not recommended for survey control.
 AA2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2218.See file dsdata.txt to determine how the superseded data were derived.
 AA2218
 AA2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4610131110(NAD 83)
 AA2218_MARKER: DD = SURVEY DISK
 AA2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2218_SP_SET: CONCRETE POST
 AA2218_STAMPING: 27-22 1993
 AA2218_MARK LOGO: ALHD  
 AA2218_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2218+STABILITY: SURFACE MOTION
 AA2218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2218+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2218
 AA2218  HISTORY     - Date     Condition        Report By
 AA2218  HISTORY     - 1993     MONUMENTED       ALHD
 AA2218  HISTORY     - 19970218 GOOD             BDE
 AA2218
 AA2218                          STATION DESCRIPTION
 AA2218
 AA2218'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2218'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2218'A PAVED COUNTY ROAD, ABOUT 4.25 MI (6.84 KM) WEST-SOUTHWEST OF ATMORE
 AA2218'AND ABOUT 10.25 MI (16.50 KM) SOUTH-SOUTHWEST OF JACK SPRINGS. TO
 AA2218'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 21 (MILE POST
 AA2218'41.35 ON U.S. 31 AND MILE POST 1.85 ON ALA 21) AT A TRAFFIC LIGHT IN
 AA2218'ATMORE, DRIVE WEST ON U.S. 31 FOR 4.30 MI (6.92 KM) TO MILE POST 37.05
 AA2218'AND A PAVED COUNTY ROAD LEFT AND RIGHT, TURN RIGHT ON THE PAVED COUNTY
 AA2218'ROAD AND DRIVE NORTH FOR 0.10 MI (0.16 KM) TO THE STATION ON THE LEFT.
 AA2218'THE STATION IS 3.1 FT (0.9 M) EAST OF A FOUR FOOT HOG WIRE FENCE ON
 AA2218'TREATED WOOD POSTS, 38.8 FT (11.8 M) WEST OF THE CENTERLINE OF A PAVED
 AA2218'COUNTY ROAD, 50.6 FT (15.4 M) SOUTH-SOUTHWEST OF A STOP AHEAD SIGN,
 AA2218'63.3 FT (19.3 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 2, 68.6 FT
 AA2218'(20.9 M) SOUTH OF THE SOUTH POST OF A METAL GATE, 80.0 FT (24.4 M)
 AA2218'WEST-SOUTHWEST OF A FENCE JUNCTION ACROSS THE ROAD, 3.2 FT (1.0 M)
 AA2218'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2218'STATION 27-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2218
 AA2218                          STATION RECOVERY (1997)
 AA2218
 AA2218'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2218'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2219 ***********************************************************************
 AA2219  DESIGNATION -  27 23
 AA2219  PID         -  AA2219
 AA2219  STATE/COUNTY-  AL/ESCAMBIA
 AA2219  USGS QUAD   -  HUXFORD (1986)
 AA2219
 AA2219                         *CURRENT SURVEY CONTROL
 AA2219  ___________________________________________________________________
 AA2219* NAD 83(1992)-  31 07 59.62320(N)    087 27 48.08392(W)     ADJUSTED  
 AA2219* NAVD 88     -        84.7    (meters)     278.     (feet)  VERTCON   
 AA2219  ___________________________________________________________________
 AA2219  X           -     241,845.906 (meters)                     COMP
 AA2219  Y           -  -5,459,062.688 (meters)                     COMP
 AA2219  Z           -   3,278,575.245 (meters)                     COMP
 AA2219  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AA2219  ELLIP HEIGHT-          56.56  (meters)          (07/29/02) GPS OBS
 AA2219  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AA2219
 AA2219  HORZ ORDER  -  FIRST
 AA2219  ELLP ORDER  -  FOURTH    CLASS I
 AA2219
 AA2219.The horizontal coordinates were established by GPS observations
 AA2219.and adjusted by the National Geodetic Survey in December 1994..
 AA2219
 AA2219.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2219
 AA2219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2219
 AA2219.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2219
 AA2219.The ellipsoidal height was determined by GPS observations
 AA2219.and is referenced to NAD 83.
 AA2219
 AA2219.The geoid height was determined by GEOID03.
 AA2219
 AA2219;                    North         East     Units Scale Factor Converg.
 AA2219;SPC AL W     -   125,624.271   603,494.489   MT  0.99993348   +0 01 08.2
 AA2219;UTM  16      - 3,444,459.521   455,826.559   MT  0.99962407   -0 14 22.5
 AA2219
 AA2219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2219!SPC AL W     -   0.99999112  x   0.99993348  =   0.99992460
 AA2219!UTM  16      -   0.99999112  x   0.99962407  =   0.99961519
 AA2219
 AA2219:                Primary Azimuth Mark                     Grid Az
 AA2219:SPC AL W     -  27 24                                    000 39 34.4
 AA2219:UTM  16      -  27 24                                    000 55 05.1
 AA2219
 AA2219|---------------------------------------------------------------------|
 AA2219| PID    Reference Object                     Distance      Geod. Az  |
 AA2219|                                                           dddmmss.s |
 AA2219| AA2220 27 24                               APPROX. 0.5 KM 0004042.6 |
 AA2219|---------------------------------------------------------------------|
 AA2219
 AA2219                          SUPERSEDED SURVEY CONTROL
 AA2219
 AA2219  ELLIP H (12/16/94)   56.71   (m)                       GP(       ) 3 2
 AA2219  NGVD 29 (12/16/94)   84.7    (m)          278.     (f) GPS OBS        
 AA2219
 AA2219.Superseded values are not recommended for survey control.
 AA2219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2219.See file dsdata.txt to determine how the superseded data were derived.
 AA2219
 AA2219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5582744460(NAD 83)
 AA2219_MARKER: DD = SURVEY DISK
 AA2219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2219_SP_SET: CONCRETE POST
 AA2219_STAMPING: 27-23 1993
 AA2219_MARK LOGO: ALHD  
 AA2219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2219+STABILITY: SURFACE MOTION
 AA2219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2219+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2219
 AA2219  HISTORY     - Date     Condition        Report By
 AA2219  HISTORY     - 1993     MONUMENTED       ALHD
 AA2219
 AA2219                          STATION DESCRIPTION
 AA2219
 AA2219'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2219'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2219'ALA 21, ABOUT 5.65 MI (9.09 KM) EAST-SOUTHEAST OF JACK SPRINGS AND
 AA2219'ABOUT 7.60 MI (12.23 KM) NORTH-NORTHEAST OF ATMORE. TO REACH THE
 AA2219'STATION FROM EXIT 57 ON I-65 (MILE POST 8.10 ON ALA 21) DRIVE NORTH ON
 AA2219'ALA 21 FOR 1.80 MI (2.90 KM) TO MILE POST 9.90 AND THE STATION ON THE
 AA2219'RIGHT. THE STATION IS 2.8 FT (0.9 M) WEST OF A FOUR FOOT HOG WIRE
 AA2219'FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 14.4 FT
 AA2219'(4.4 M) SOUTH OF THE SOUTH POST OF A GAP IN THE FENCE LINE, 27.0 FT
 AA2219'(8.2 M) SOUTH OF THE CENTER OF A GRAVEL FIELD ROAD, 39.0 FT (11.9 M)
 AA2219'SOUTH OF THE NORTH POST OF A GAP IN THE FENCE LINE, 67.4 FT (20.5 M)
 AA2219'EAST OF THE CENTERLINE OF ALA 21, 3.1 FT (0.9 M) WEST OF A CARSONITE
 AA2219'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 27-24 1993 MAY BE
 AA2219'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2220 ***********************************************************************
 AA2220  DESIGNATION -  27 24
 AA2220  PID         -  AA2220
 AA2220  STATE/COUNTY-  AL/ESCAMBIA
 AA2220  USGS QUAD   -  HUXFORD (1986)
 AA2220
 AA2220                         *CURRENT SURVEY CONTROL
 AA2220  ___________________________________________________________________
 AA2220* NAD 83(1992)-  31 08 15.90720(N)    087 27 47.85972(W)     ADJUSTED  
 AA2220* NAVD 88     -        84.4    (meters)     277.     (feet)  VERTCON   
 AA2220  ___________________________________________________________________
 AA2220  X           -     241,840.349 (meters)                     COMP
 AA2220  Y           -  -5,458,803.057 (meters)                     COMP
 AA2220  Z           -   3,279,004.328 (meters)                     COMP
 AA2220  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AA2220  ELLIP HEIGHT-          56.20  (meters)          (07/29/02) GPS OBS
 AA2220  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AA2220
 AA2220  HORZ ORDER  -  FIRST
 AA2220  ELLP ORDER  -  FOURTH    CLASS I
 AA2220
 AA2220.The horizontal coordinates were established by GPS observations
 AA2220.and adjusted by the National Geodetic Survey in December 1994..
 AA2220
 AA2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2220
 AA2220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2220
 AA2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2220
 AA2220.The ellipsoidal height was determined by GPS observations
 AA2220.and is referenced to NAD 83.
 AA2220
 AA2220.The geoid height was determined by GEOID03.
 AA2220
 AA2220;                    North         East     Units Scale Factor Converg.
 AA2220;SPC AL W     -   126,125.750   603,500.262   MT  0.99993348   +0 01 08.3
 AA2220;UTM  16      - 3,444,960.813   455,834.592   MT  0.99962406   -0 14 22.5
 AA2220
 AA2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2220!SPC AL W     -   0.99999117  x   0.99993348  =   0.99992466
 AA2220!UTM  16      -   0.99999117  x   0.99962406  =   0.99961524
 AA2220
 AA2220:                Primary Azimuth Mark                     Grid Az
 AA2220:SPC AL W     -  27 23                                    180 39 34.4
 AA2220:UTM  16      -  27 23                                    180 55 05.2
 AA2220
 AA2220|---------------------------------------------------------------------|
 AA2220| PID    Reference Object                     Distance      Geod. Az  |
 AA2220|                                                           dddmmss.s |
 AA2220| AA2219 27 23                               APPROX. 0.5 KM 1804042.7 |
 AA2220|---------------------------------------------------------------------|
 AA2220
 AA2220                          SUPERSEDED SURVEY CONTROL
 AA2220
 AA2220  ELLIP H (12/16/94)   56.34   (m)                       GP(       ) 3 2
 AA2220  NGVD 29 (12/16/94)   84.3    (m)          277.     (f) GPS OBS        
 AA2220
 AA2220.Superseded values are not recommended for survey control.
 AA2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2220.See file dsdata.txt to determine how the superseded data were derived.
 AA2220
 AA2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5583544961(NAD 83)
 AA2220_MARKER: DD = SURVEY DISK
 AA2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2220_SP_SET: CONCRETE POST
 AA2220_STAMPING: 27-24 1993
 AA2220_MARK LOGO: ALHD  
 AA2220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2220+STABILITY: SURFACE MOTION
 AA2220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2220+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2220
 AA2220  HISTORY     - Date     Condition        Report By
 AA2220  HISTORY     - 1993     MONUMENTED       ALHD
 AA2220
 AA2220                          STATION DESCRIPTION
 AA2220
 AA2220'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2220'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2220'ALA 21, ABOUT 5.55 MI (8.93 KM) EAST-SOUTHEAST OF JACK SPRINGS AND
 AA2220'ABOUT 7.90 MI (12.71 KM) NORTH-NORTHEAST OF ATMORE. TO REACH THE
 AA2220'STATION FROM EXIT 57 ON I-65 (MILE POST 8.10 ON ALA 21) DRIVE NORTH ON
 AA2220'ALA 21 FOR 2.10 MI (3.38 KM) TO MILE POST 10.20 AND THE STATION ON THE
 AA2220'RIGHT. THE STATION IS 3.2 FT (1.0 M) WEST OF THE NORTHWEST CORNER OF A
 AA2220'FOUR FOOT HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED
 AA2220'WOOD POSTS, 28.8 FT (8.8 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AA2220'BRICK HOLMAN UNIT SIGN, 29.1 FT (8.9 M) SOUTHEAST OF BURIED FIBER
 AA2220'OPTIC CABLE MARKER NO. C 055, 35.6 FT (10.9 M) SOUTHEAST OF THE
 AA2220'SOUTHWEST CORNER OF A BRICK HOLMAN UNIT SIGN, 50.8 FT (15.5 M)
 AA2220'SOUTH-SOUTHWEST OF A FIRE HYDRANT, 67.0 FT (20.4 M) EAST OF THE
 AA2220'CENTERLINE OF ALA 21, 70.0 FT (21.3 M) SOUTH-SOUTHWEST OF THE
 AA2220'SOUTHWEST CORNER OF A BRICK GUARD BUILDING, 72.6 FT (22.1 M)
 AA2220'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK GUARD BUILDING,
 AA2220'80.3 FT (24.5 M) SOUTHEAST OF A HIGH PRESSURE GAS LINE MARKER, 80.5 FT
 AA2220'(24.5 M) SOUTH-SOUTHWEST OF A TRANSFORMER POWER POLE, 102.5 FT (31.2
 AA2220'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE ENTRANCE ROAD TO HOLMAN
 AA2220'PRISON, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2220'WITH THE GROUND. STATION 27-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2220'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2221 ***********************************************************************
 AA2221  DESIGNATION -  27 25
 AA2221  PID         -  AA2221
 AA2221  STATE/COUNTY-  AL/ESCAMBIA
 AA2221  USGS QUAD   -  ATMORE (1986)
 AA2221
 AA2221                         *CURRENT SURVEY CONTROL
 AA2221  ___________________________________________________________________
 AA2221* NAD 83(1992)-  31 02 22.63628(N)    087 28 03.04410(W)     ADJUSTED  
 AA2221* NAVD 88     -        88.2    (meters)     289.     (feet)  VERTCON   
 AA2221  ___________________________________________________________________
 AA2221  X           -     241,686.873 (meters)                     COMP
 AA2221  Y           -  -5,464,436.596 (meters)                     COMP
 AA2221  Z           -   3,269,689.010 (meters)                     COMP
 AA2221  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AA2221  ELLIP HEIGHT-          59.96  (meters)          (07/29/02) GPS OBS
 AA2221  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AA2221
 AA2221  HORZ ORDER  -  FIRST
 AA2221  ELLP ORDER  -  FOURTH    CLASS I
 AA2221
 AA2221.The horizontal coordinates were established by GPS observations
 AA2221.and adjusted by the National Geodetic Survey in December 1994..
 AA2221
 AA2221.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2221
 AA2221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2221
 AA2221.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2221
 AA2221.The ellipsoidal height was determined by GPS observations
 AA2221.and is referenced to NAD 83.
 AA2221
 AA2221.The geoid height was determined by GEOID03.
 AA2221
 AA2221;                    North         East     Units Scale Factor Converg.
 AA2221;SPC AL W     -   115,246.489   603,101.228   MT  0.99993345   +0 01 00.3
 AA2221;UTM  16      - 3,434,086.823   455,386.678   MT  0.99962455   -0 14 27.8
 AA2221
 AA2221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2221!SPC AL W     -   0.99999058  x   0.99993345  =   0.99992403
 AA2221!UTM  16      -   0.99999058  x   0.99962455  =   0.99961514
 AA2221
 AA2221                          SUPERSEDED SURVEY CONTROL
 AA2221
 AA2221  ELLIP H (12/16/94)   60.14   (m)                       GP(       ) 3 2
 AA2221  NGVD 29 (12/16/94)   88.1    (m)          289.     (f) GPS OBS        
 AA2221
 AA2221.Superseded values are not recommended for survey control.
 AA2221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2221.See file dsdata.txt to determine how the superseded data were derived.
 AA2221
 AA2221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5538734087(NAD 83)
 AA2221_MARKER: DD = SURVEY DISK
 AA2221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2221_SP_SET: CONCRETE POST
 AA2221_STAMPING: 27-25 1993
 AA2221_MARK LOGO: ALHD  
 AA2221_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2221+STABILITY: SURFACE MOTION
 AA2221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2221+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2221
 AA2221  HISTORY     - Date     Condition        Report By
 AA2221  HISTORY     - 1993     MONUMENTED       ALHD
 AA2221  HISTORY     - 19970218 GOOD             BDE
 AA2221
 AA2221                          STATION DESCRIPTION
 AA2221
 AA2221'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2221'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2221'ESCAMBIA COUNTY ROAD NO. 17, ABOUT 1.85 MI (2.98 KM) NORTHEAST OF
 AA2221'ATMORE AND ABOUT 12.15 MI (19.55 KM) WEST-NORTHWEST OF FLOMATON. TO
 AA2221'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 21 (MILE POST
 AA2221'41.35 ON U.S. 31 AND MILE POST 1.85 ON ALA 21) AT A TRAFFIC LIGHT IN
 AA2221'ATMORE, DRIVE EAST ON U.S. 31 FOR 1.55 MI (2.49 KM) TO MILE POST 42.90
 AA2221'AND ESCAMBIA COUNTY ROAD NO. 17 ON THE LEFT, TURN LEFT ON ESCAMBIA
 AA2221'COUNTY ROAD NO. 17 AND DRIVE NORTH FOR 1.10 MI (1.77 KM) TO THE
 AA2221'STATION ON THE LEFT. THE STATION IS 40.0 FT (12.2 M) WEST OF THE
 AA2221'CENTERLINE OF ESCAMBIA COUNTY ROAD NO. 17, 48.7 FT (14.8 M)
 AA2221'EAST-SOUTHEAST OF THE SOUTH END OF A TWENTY FOUR-INCH CONCRETE PIPE
 AA2221'UNDER ESCAMBIA COUNTY ROAD NO. 27, 53.5 FT (16.3 M) SOUTH-SOUTHEAST OF
 AA2221'THE CENTER OF ESCAMBIA COUNTY ROAD NO. 27, 87.0 FT (26.5 M)
 AA2221'SOUTH-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF ESCAMBIA COUNTY
 AA2221'ROAD NO. 17 AND ESCAMBIA COUNTY ROAD NO. 27, 101.7 FT (31.0 M)
 AA2221'SOUTHWEST OF A STOP SIGN ACROSS ESCAMBIA COUNTY ROAD NO. 17, 118.0 FT
 AA2221'(36.0 M) EAST-NORTHEAST OF A POWER POLE, 128.0 FT (39.0 M)
 AA2221'NORTH-NORTHWEST OF AN ESCAMBIA COUNTY 17 SIGN, 130.9 FT (39.9 M)
 AA2221'SOUTHWEST OF A JUNCTION POWER POLE ACROSS ESCAMBIA COUNTY ROAD NO. 17,
 AA2221'141.0 FT (43.0 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 1 E
 AA2221'23 ACROSS ESCAMBIA COUNTY ROAD NO. 27, 1.9 FT (0.6 M) NORTHEAST OF A
 AA2221'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 27-26
 AA2221'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2221
 AA2221                          STATION RECOVERY (1997)
 AA2221
 AA2221'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2221'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2222 ***********************************************************************
 AA2222  DESIGNATION -  27 26
 AA2222  PID         -  AA2222
 AA2222  STATE/COUNTY-  AL/ESCAMBIA
 AA2222  USGS QUAD   -  ATMORE (1986)
 AA2222
 AA2222                         *CURRENT SURVEY CONTROL
 AA2222  ___________________________________________________________________
 AA2222* NAD 83(1992)-  31 02 29.29164(N)    087 27 40.57835(W)     ADJUSTED  
 AA2222* NAVD 88     -        87.3    (meters)     286.     (feet)  VERTCON   
 AA2222  ___________________________________________________________________
 AA2222  X           -     242,277.329 (meters)                     COMP
 AA2222  Y           -  -5,464,303.942 (meters)                     COMP
 AA2222  Z           -   3,269,864.200 (meters)                     COMP
 AA2222  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 AA2222  ELLIP HEIGHT-          59.13  (meters)          (07/29/02) GPS OBS
 AA2222  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA2222
 AA2222  HORZ ORDER  -  FIRST
 AA2222  ELLP ORDER  -  FOURTH    CLASS I
 AA2222
 AA2222.The horizontal coordinates were established by GPS observations
 AA2222.and adjusted by the National Geodetic Survey in December 1994..
 AA2222
 AA2222.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2222
 AA2222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2222
 AA2222.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2222
 AA2222.The ellipsoidal height was determined by GPS observations
 AA2222.and is referenced to NAD 83.
 AA2222
 AA2222.The geoid height was determined by GEOID03.
 AA2222
 AA2222;                    North         East     Units Scale Factor Converg.
 AA2222;SPC AL W     -   115,451.633   603,696.864   MT  0.99993350   +0 01 11.9
 AA2222;UTM  16      - 3,434,289.223   455,983.046   MT  0.99962390   -0 14 16.3
 AA2222
 AA2222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2222!SPC AL W     -   0.99999071  x   0.99993350  =   0.99992422
 AA2222!UTM  16      -   0.99999071  x   0.99962390  =   0.99961462
 AA2222
 AA2222                          SUPERSEDED SURVEY CONTROL
 AA2222
 AA2222  ELLIP H (12/16/94)   59.30   (m)                       GP(       ) 3 2
 AA2222  NGVD 29 (12/16/94)   87.3    (m)          286.     (f) GPS OBS        
 AA2222
 AA2222.Superseded values are not recommended for survey control.
 AA2222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2222.See file dsdata.txt to determine how the superseded data were derived.
 AA2222
 AA2222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5598334289(NAD 83)
 AA2222_MARKER: DD = SURVEY DISK
 AA2222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2222_SP_SET: CONCRETE POST
 AA2222_STAMPING: 27-26 1993
 AA2222_MARK LOGO: ALHD  
 AA2222_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2222+STABILITY: SURFACE MOTION
 AA2222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2222+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2222
 AA2222  HISTORY     - Date     Condition        Report By
 AA2222  HISTORY     - 1993     MONUMENTED       ALHD
 AA2222  HISTORY     - 19970218 GOOD             BDE
 AA2222
 AA2222                          STATION DESCRIPTION
 AA2222
 AA2222'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2222'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2222'PEACOCK ROAD, ABOUT 2.25 MI (3.62 KM) NORTHEAST OF ATMORE AND ABOUT
 AA2222'11.80 MI (18.99 KM) WEST-NORTHWEST OF FLOMATON. TO REACH THE STATION
 AA2222'FROM THE JUNCTION OF U.S. 31 AND ALA 21 (MILE POST 41.35 ON U.S. 31
 AA2222'AND MILE POST 1.85 ON ALA 21) AT A TRAFFIC LIGHT IN ATMORE, DRIVE EAST
 AA2222'ON U.S. 31 FOR 1.55 MI (2.49 KM) TO MILE POST 42.90 AND ESCAMBIA
 AA2222'COUNTY ROAD NO. 17 ON THE LEFT, TURN LEFT ON ESCAMBIA COUNTY ROAD NO.
 AA2222'17 AND DRIVE NORTH FOR 1.10 MI (1.77 KM) TO ESCAMBIA COUNTY ROAD NO.
 AA2222'27 LEFT AND RIGHT, TURN RIGHT ON ESCAMBIA COUNTY ROAD NO. 27 AND DRIVE
 AA2222'NORTHEAST FOR 0.15 MI (0.24 KM) TO PEACOCK ROAD ON THE RIGHT, TURN
 AA2222'RIGHT ON PEACOCK ROAD AND DRIVE EAST FOR 0.15 MI (0.24 KM) TO THE
 AA2222'STATION ON THE RIGHT. THE STATION IS 4.1 FT (1.2 M) WEST OF TELEPHONE
 AA2222'CABLE PEDESTAL NO. 1 E 24 R 2, 17.5 FT (5.3 M) SOUTH OF THE CENTER OF
 AA2222'PEACOCK ROAD, 92.2 FT (28.1 M) WEST OF A POWER POLE WITH ONE GUY WIRE,
 AA2222'2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2222'THE GROUND. STATION 27-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2222'STATION.
 AA2222
 AA2222                          STATION RECOVERY (1997)
 AA2222
 AA2222'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2222'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2223 ***********************************************************************
 AA2223  DESIGNATION -  27 27
 AA2223  PID         -  AA2223
 AA2223  STATE/COUNTY-  AL/ESCAMBIA
 AA2223  USGS QUAD   -  ATMORE (1986)
 AA2223
 AA2223                         *CURRENT SURVEY CONTROL
 AA2223  ___________________________________________________________________
 AA2223* NAD 83(1992)-  31 04 15.25445(N)    087 22 44.96294(W)     ADJUSTED  
 AA2223* NAVD 88     -        83.0    (meters)     272.     (feet)  VERTCON   
 AA2223  ___________________________________________________________________
 AA2223  X           -     250,031.284 (meters)                     COMP
 AA2223  Y           -  -5,462,265.751 (meters)                     COMP
 AA2223  Z           -   3,272,657.665 (meters)                     COMP
 AA2223  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AA2223  ELLIP HEIGHT-          54.93  (meters)          (07/29/02) GPS OBS
 AA2223  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA2223
 AA2223  HORZ ORDER  -  FIRST
 AA2223  ELLP ORDER  -  FOURTH    CLASS I
 AA2223
 AA2223.The horizontal coordinates were established by GPS observations
 AA2223.and adjusted by the National Geodetic Survey in December 1994..
 AA2223
 AA2223.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2223
 AA2223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2223
 AA2223.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2223
 AA2223.The ellipsoidal height was determined by GPS observations
 AA2223.and is referenced to NAD 83.
 AA2223
 AA2223.The geoid height was determined by GEOID03.
 AA2223
 AA2223;                    North         East     Units Scale Factor Converg.
 AA2223;SPC AL W     -   118,720.420   611,531.769   MT  0.99993497   +0 03 44.5
 AA2223;UTM  16      - 3,437,521.688   463,830.120   MT  0.99961614   -0 11 44.5
 AA2223
 AA2223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2223!SPC AL W     -   0.99999137  x   0.99993497  =   0.99992634
 AA2223!UTM  16      -   0.99999137  x   0.99961614  =   0.99960752
 AA2223
 AA2223                          SUPERSEDED SURVEY CONTROL
 AA2223
 AA2223  ELLIP H (12/16/94)   55.08   (m)                       GP(       ) 3 2
 AA2223  NGVD 29 (12/16/94)   83.0    (m)          272.     (f) GPS OBS        
 AA2223
 AA2223.Superseded values are not recommended for survey control.
 AA2223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2223.See file dsdata.txt to determine how the superseded data were derived.
 AA2223
 AA2223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6383037522(NAD 83)
 AA2223_MARKER: DD = SURVEY DISK
 AA2223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2223_SP_SET: CONCRETE POST
 AA2223_STAMPING: 27-27 1993
 AA2223_MARK LOGO: ALHD  
 AA2223_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2223+STABILITY: SURFACE MOTION
 AA2223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2223+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 AA2223
 AA2223  HISTORY     - Date     Condition        Report By
 AA2223  HISTORY     - 1993     MONUMENTED       ALHD
 AA2223  HISTORY     - 19970218 GOOD             BDE
 AA2223  HISTORY     - 20031204 GOOD             JCLS
 AA2223
 AA2223                          STATION DESCRIPTION
 AA2223
 AA2223'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2223'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2223'ESCAMBIA COUNTY ROAD NO. 12, ABOUT 7.50 MI (12.07 KM) NORTHEAST OF
 AA2223'ATMORE AND ABOUT 7.95 MI (12.79 KM) NORTHWEST OF FLOMATON. TO REACH
 AA2223'THE STATION FROM EXIT 57 ON I-65 (MILE POST 8.10 ON ALA 21) DRIVE
 AA2223'SOUTH ON ALA 21 FOR 3.50 MI (5.63 KM) TO MILE POST 4.60 AND ESCAMBIA
 AA2223'COUNTY ROAD NO. 12 LEFT AND RIGHT, TURN LEFT ON ESCAMBIA COUNTY ROAD
 AA2223'NO. 12 AND DRIVE EAST FOR 7.15 MI (11.51 KM) TO THE STATION ON THE
 AA2223'LEFT. THE STATION IS 27.7 FT (8.4 M) NORTH OF THE CENTER OF ESCAMBIA
 AA2223'COUNTY ROAD NO. 12, 102.0 FT (31.1 M) SOUTHEAST OF EXXON CATHODIC
 AA2223'PROTECTION TEST STATION NO. 15, 110.9 FT (33.8 M) WEST OF A POWER
 AA2223'POLE, 116.0 FT (35.4 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 1 E 45 R
 AA2223'16, 2.1 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH
 AA2223'WITH THE GROUND. STATION 27-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2223'STATION.
 AA2223
 AA2223                          STATION RECOVERY (1997)
 AA2223
 AA2223'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2223'RECOVERED AS DESCRIBED.
 AA2223
 AA2223                          STATION RECOVERY (2003)
 AA2223
 AA2223'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA2223'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2224 ***********************************************************************
 AA2224  DESIGNATION -  27 28
 AA2224  PID         -  AA2224
 AA2224  STATE/COUNTY-  AL/ESCAMBIA
 AA2224  USGS QUAD   -  FLOMATON (1986)
 AA2224
 AA2224                         *CURRENT SURVEY CONTROL
 AA2224  ___________________________________________________________________
 AA2224* NAD 83(1992)-  31 04 14.53698(N)    087 22 15.09798(W)     ADJUSTED  
 AA2224* NAVD 88     -        81.2    (meters)     266.     (feet)  VERTCON   
 AA2224  ___________________________________________________________________
 AA2224  X           -     250,822.614 (meters)                     COMP
 AA2224  Y           -  -5,462,239.386 (meters)                     COMP
 AA2224  Z           -   3,272,637.836 (meters)                     COMP
 AA2224  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AA2224  ELLIP HEIGHT-          53.18  (meters)          (07/29/02) GPS OBS
 AA2224  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AA2224
 AA2224  HORZ ORDER  -  FIRST
 AA2224  ELLP ORDER  -  FOURTH    CLASS I
 AA2224
 AA2224.The horizontal coordinates were established by GPS observations
 AA2224.and adjusted by the National Geodetic Survey in December 1994..
 AA2224
 AA2224.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2224
 AA2224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2224
 AA2224.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2224
 AA2224.The ellipsoidal height was determined by GPS observations
 AA2224.and is referenced to NAD 83.
 AA2224
 AA2224.The geoid height was determined by GEOID03.
 AA2224
 AA2224;                    North         East     Units Scale Factor Converg.
 AA2224;SPC AL W     -   118,699.217   612,323.442   MT  0.99993521   +0 03 59.9
 AA2224;UTM  16      - 3,437,496.928   464,621.437   MT  0.99961544   -0 11 29.0
 AA2224
 AA2224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2224!SPC AL W     -   0.99999165  x   0.99993521  =   0.99992686
 AA2224!UTM  16      -   0.99999165  x   0.99961544  =   0.99960709
 AA2224
 AA2224                          SUPERSEDED SURVEY CONTROL
 AA2224
 AA2224  ELLIP H (12/16/94)   53.33   (m)                       GP(       ) 3 2
 AA2224  NGVD 29 (12/16/94)   81.2    (m)          266.     (f) GPS OBS        
 AA2224
 AA2224.Superseded values are not recommended for survey control.
 AA2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2224.See file dsdata.txt to determine how the superseded data were derived.
 AA2224
 AA2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6462137497(NAD 83)
 AA2224_MARKER: DD = SURVEY DISK
 AA2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2224_SP_SET: CONCRETE POST
 AA2224_STAMPING: 27-28 1993
 AA2224_MARK LOGO: ALHD  
 AA2224_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2224+STABILITY: SURFACE MOTION
 AA2224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2224+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2224
 AA2224  HISTORY     - Date     Condition        Report By
 AA2224  HISTORY     - 1993     MONUMENTED       ALHD
 AA2224  HISTORY     - 19970218 GOOD             BDE
 AA2224
 AA2224                          STATION DESCRIPTION
 AA2224
 AA2224'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2224'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2224'ESCAMBIA COUNTY ROAD NO. 12, ABOUT 7.90 MI (12.71 KM) NORTHEAST OF
 AA2224'ATMORE AND ABOUT 7.50 MI (12.07 KM) NORTHWEST OF FLOMATON. TO REACH
 AA2224'THE STATION FROM EXIT 57 ON I-65 (MILE POST 8.10 ON ALA 21) DRIVE
 AA2224'SOUTH ON ALA 21 FOR 3.50 MI (5.63 KM) TO MILE POST 4.60 AND ESCAMBIA
 AA2224'COUNTY ROAD NO. 12 LEFT AND RIGHT, TURN LEFT ON ESCAMBIA COUNTY ROAD
 AA2224'NO. 12 AND DRIVE EAST FOR 7.65 MI (12.31 KM) TO THE STATION ON THE
 AA2224'RIGHT. THE STATION IS 28.0 FT (8.5 M) SOUTH OF THE CENTER OF ESCAMBIA
 AA2224'COUNTY ROAD NO. 12, 85.5 FT (26.1 M) EAST-SOUTHEAST OF POWER POLE NO.
 AA2224'35 ACROSS THE THE ROAD, 101.6 FT (31.0 M) WEST OF TELEPHONE CABLE
 AA2224'PEDESTAL NO. 1 E 45 R 20, 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS
 AA2224'POST, AND SET FLUSH WITH THE GROUND. STATION 27-27 1993 MAY BE USED AS
 AA2224'AN AZIMUTH FOR THIS STATION.
 AA2224
 AA2224                          STATION RECOVERY (1997)
 AA2224
 AA2224'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2224'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2225 ***********************************************************************
 AA2225  DESIGNATION -  27 29
 AA2225  PID         -  AA2225
 AA2225  STATE/COUNTY-  AL/ESCAMBIA
 AA2225  USGS QUAD   -  BARNETT CROSSROADS (1986)
 AA2225
 AA2225                         *CURRENT SURVEY CONTROL
 AA2225  ___________________________________________________________________
 AA2225* NAD 83(1992)-  31 08 00.88212(N)    087 21 10.53011(W)     ADJUSTED  
 AA2225* NAVD 88     -        64.6    (meters)     212.     (feet)  VERTCON   
 AA2225  ___________________________________________________________________
 AA2225  X           -     252,365.506 (meters)                     COMP
 AA2225  Y           -  -5,458,549.298 (meters)                     COMP
 AA2225  Z           -   3,278,598.097 (meters)                     COMP
 AA2225  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 AA2225  ELLIP HEIGHT-          36.57  (meters)          (07/29/02) GPS OBS
 AA2225  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA2225
 AA2225  HORZ ORDER  -  FIRST
 AA2225  ELLP ORDER  -  FOURTH    CLASS I
 AA2225
 AA2225.The horizontal coordinates were established by GPS observations
 AA2225.and adjusted by the National Geodetic Survey in December 1994..
 AA2225
 AA2225.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2225
 AA2225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2225
 AA2225.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2225
 AA2225.The ellipsoidal height was determined by GPS observations
 AA2225.and is referenced to NAD 83.
 AA2225
 AA2225.The geoid height was determined by GEOID03.
 AA2225
 AA2225;                    North         East     Units Scale Factor Converg.
 AA2225;SPC AL W     -   125,671.770   614,025.741   MT  0.99993576   +0 04 33.8
 AA2225;UTM  16      - 3,444,459.502   466,354.594   MT  0.99961396   -0 10 56.9
 AA2225
 AA2225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2225!SPC AL W     -   0.99999426  x   0.99993576  =   0.99993002
 AA2225!UTM  16      -   0.99999426  x   0.99961396  =   0.99960822
 AA2225
 AA2225                          SUPERSEDED SURVEY CONTROL
 AA2225
 AA2225  ELLIP H (12/16/94)   36.71   (m)                       GP(       ) 3 2
 AA2225  NGVD 29 (12/16/94)   64.6    (m)          212.     (f) GPS OBS        
 AA2225
 AA2225.Superseded values are not recommended for survey control.
 AA2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2225.See file dsdata.txt to determine how the superseded data were derived.
 AA2225
 AA2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6635544460(NAD 83)
 AA2225_MARKER: DD = SURVEY DISK
 AA2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2225_SP_SET: CONCRETE POST
 AA2225_STAMPING: 27-29 1993
 AA2225_MARK LOGO: ALHD  
 AA2225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2225+STABILITY: SURFACE MOTION
 AA2225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2225+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2225
 AA2225  HISTORY     - Date     Condition        Report By
 AA2225  HISTORY     - 1993     MONUMENTED       ALHD
 AA2225
 AA2225                          STATION DESCRIPTION
 AA2225
 AA2225'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2225'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTHWEST RIGHT OF
 AA2225'WAY OF ESCAMBIA COUNTY ROAD NO. 27, ABOUT 10.00 MI (16.09 KM)
 AA2225'NORTHWEST OF FLOMATON AND ABOUT 11.30 MI (18.19 KM) NORTHEAST OF
 AA2225'ATMORE. TO REACH THE STATION FROM EXIT 57 ON I-65 (MILE POST 8.10 ON
 AA2225'ALA 21) DRIVE SOUTH ON ALA 21 FOR 3.50 MI (5.63 KM) TO MILE POST 4.60
 AA2225'AND ESCAMBIA COUNTY ROAD NO. 12 LEFT AND RIGHT, TURN LEFT ON ESCAMBIA
 AA2225'COUNTY ROAD NO. 12 AND DRIVE EAST FOR 4.70 MI (7.56 KM) TO A CROSS
 AA2225'ROAD WITH ESCAMBIA COUNTY ROAD NO. 5 RIGHT AND ESCAMBIA COUNTY ROAD
 AA2225'NO. 27 LEFT, TURN LEFT ON ESCAMBIA COUNTY ROAD NO. 27 AND DRIVE
 AA2225'NORTHEAST FOR 6.95 MI (11.18 KM) TO THE STATION ON THE LEFT. THE
 AA2225'STATION IS 45.5 FT (13.9 M) NORTHWEST OF THE CENTER OF ESCAMBIA COUNTY
 AA2225'ROAD NO. 27, 52.0 FT (15.8 M) SOUTH OF THE CENTER OF A GRAVEL WOODS
 AA2225'ROAD, 1.8 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2225'FLUSH WITH THE GROUND. STATION 27-30 1993 MAY BE USED AS AN AZIMUTH
 AA2225'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2020 ***********************************************************************
 BU2020  DESIGNATION -  27 3
 BU2020  PID         -  BU2020
 BU2020  STATE/COUNTY-  AL/ESCAMBIA
 BU2020  USGS QUAD   -  POLLARD (1986)
 BU2020
 BU2020                         *CURRENT SURVEY CONTROL
 BU2020  ___________________________________________________________________
 BU2020* NAD 83(1992)-  31 04 14.93100(N)    087 11 47.61508(W)     ADJUSTED  
 BU2020* NAVD 88     -        71.8    (meters)     236.     (feet)  VERTCON   
 BU2020  ___________________________________________________________________
 BU2020  X           -     267,437.539 (meters)                     COMP
 BU2020  Y           -  -5,461,436.927 (meters)                     COMP
 BU2020  Z           -   3,272,643.466 (meters)                     COMP
 BU2020  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 BU2020  ELLIP HEIGHT-          43.95  (meters)          (07/29/02) GPS OBS
 BU2020  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU2020
 BU2020  HORZ ORDER  -  FIRST
 BU2020  ELLP ORDER  -  FOURTH    CLASS I
 BU2020
 BU2020.The horizontal coordinates were established by GPS observations
 BU2020.and adjusted by the National Geodetic Survey in December 1992..
 BU2020
 BU2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2020
 BU2020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2020
 BU2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2020
 BU2020.The ellipsoidal height was determined by GPS observations
 BU2020.and is referenced to NAD 83.
 BU2020
 BU2020.The geoid height was determined by GEOID03.
 BU2020
 BU2020;                    North         East     Units Scale Factor Converg.
 BU2020;SPC AL W     -   118,743.756   628,956.534   MT  0.99994367   +0 09 23.8
 BU2020;UTM  16      - 3,437,466.565   481,249.079   MT  0.99960434   -0 06 05.2
 BU2020
 BU2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2020!SPC AL W     -   0.99999310  x   0.99994367  =   0.99993677
 BU2020!UTM  16      -   0.99999310  x   0.99960434  =   0.99959744
 BU2020
 BU2020:                Primary Azimuth Mark                     Grid Az
 BU2020:SPC AL W     -  27 4                                     089 21 51.6
 BU2020:UTM  16      -  27 4                                     089 37 20.6
 BU2020
 BU2020|---------------------------------------------------------------------|
 BU2020| PID    Reference Object                     Distance      Geod. Az  |
 BU2020|                                                           dddmmss.s |
 BU2020| BU2021 27 4                                463.640 METERS 0893115.4 |
 BU2020|---------------------------------------------------------------------|
 BU2020
 BU2020                          SUPERSEDED SURVEY CONTROL
 BU2020
 BU2020  ELLIP H (12/04/92)   44.06   (m)                       GP(       ) 4 1
 BU2020  NAD 83(1986)-  31 04 14.94826(N)    087 11 47.61778(W) AD(       ) 1
 BU2020  NAD 83(1986)-  31 04 14.93425(N)    087 11 47.61568(W) AD(       ) 1
 BU2020  NGVD 29 (12/04/92)   71.8    (m)          236.     (f) GPS OBS        
 BU2020
 BU2020.Superseded values are not recommended for survey control.
 BU2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2020.See file dsdata.txt to determine how the superseded data were derived.
 BU2020
 BU2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8124937467(NAD 83)
 BU2020_MARKER: DD = SURVEY DISK
 BU2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2020_SP_SET: CONCRETE POST
 BU2020_STAMPING: 27-3 1989
 BU2020_MARK LOGO: ALHD  
 BU2020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2020+STABILITY: SURFACE MOTION
 BU2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2020+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BU2020
 BU2020  HISTORY     - Date     Condition        Report By
 BU2020  HISTORY     - 1989     MONUMENTED       ALHD
 BU2020
 BU2020                          STATION DESCRIPTION
 BU2020
 BU2020'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2020'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF ESCAMBIA COUNTY
 BU2020'ROAD NO. 40 ABOUT 12.39 KM (7.70 MI) WEST-SOUTHWEST OF BREWTON AND
 BU2020'ABOUT 9.50 KM (5.90 MI) NORTHEAST OF FLOMATON.
 BU2020'TO REACH THE STATION FROM THE JUNCTION OF OLD UNITED STATES HIGHWAY 31
 BU2020'AND NEW DIVIDED FOUR LANE UNITED STATES HIGHWAY 31 AT MILE POST 64.40
 BU2020'ON NEW HIGHWAY 31 ABOUT 7.56 KM (4.70 MI) SOUTHWEST OF BREWTON, DRIVE
 BU2020'SOUTHWEST ON OLD HIGHWAY 31 FOR 3.46 KM (2.15 MI) TO ESCAMBIA COUNTY
 BU2020'ROAD NO. 35 ON THE RIGHT AT POLLARD-MCCALL JUNIOR HIGH SCHOOL, TURN
 BU2020'RIGHT ON ESCAMBIA COUNTY ROAD NO. 35 AND DRIVE WEST FOR 1.13 KM
 BU2020'(0.70 MI) TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED
 BU2020'COUNTY ROAD AND DRIVE NORTHWESTERLY AND NORTH FOR 1.85 KM (1.15 MI) TO
 BU2020'ESCAMBIA COUNTY ROAD NO. 40 ON THE LEFT, TURN LEFT ON ESCAMBIA COUNTY
 BU2020'ROAD NO. 40 AND DRIVE WEST FOR 0.64 KM (0.40 MI) TO THE STATION ON THE
 BU2020'LEFT ABOUT 0.08 KM (0.05 MI) WEST OF A PAVED COUNTY ROAD TO THE LEFT.
 BU2020'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 6.04 M (19.8 FT)
 BU2020'SOUTH OF THE CENTER LINE OF ESCAMBIA COUNTY ROAD NO. 40, 1.22 M
 BU2020'(4.0 FT) NORTH-NORTHEAST OF A CROSS TIE FENCE POST AT THE NORTHEAST
 BU2020'CORNER OF A PASTURE, 16.09 M (52.8 FT) SOUTHWEST OF A 6 X 6 INCH WOOD
 BU2020'POST AT THE SOUTHEAST CORNER OF A PASTURE ACROSS ESCAMBIA COUNTY ROAD
 BU2020'NO. 40, AND 1.16 M (3.8 FT) NORTH-NORTHEAST OF A CARSONITE WITNESS
 BU2020'POST.
 BU2020'STATION 27-4 CAN BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2226 ***********************************************************************
 AA2226  DESIGNATION -  27 30
 AA2226  PID         -  AA2226
 AA2226  STATE/COUNTY-  AL/ESCAMBIA
 AA2226  USGS QUAD   -  BARNETT CROSSROADS (1986)
 AA2226
 AA2226                         *CURRENT SURVEY CONTROL
 AA2226  ___________________________________________________________________
 AA2226* NAD 83(1992)-  31 08 07.29897(N)    087 20 44.32991(W)     ADJUSTED  
 AA2226* NAVD 88     -        92.5    (meters)     303.     (feet)  VERTCON   
 AA2226  ___________________________________________________________________
 AA2226  X           -     253,055.236 (meters)                     COMP
 AA2226  Y           -  -5,458,439.024 (meters)                     COMP
 AA2226  Z           -   3,278,781.707 (meters)                     COMP
 AA2226  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AA2226  ELLIP HEIGHT-          64.52  (meters)          (07/29/02) GPS OBS
 AA2226  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AA2226
 AA2226  HORZ ORDER  -  FIRST
 AA2226  ELLP ORDER  -  FOURTH    CLASS I
 AA2226
 AA2226.The horizontal coordinates were established by GPS observations
 AA2226.and adjusted by the National Geodetic Survey in December 1994..
 AA2226
 AA2226.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2226
 AA2226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2226
 AA2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2226
 AA2226.The ellipsoidal height was determined by GPS observations
 AA2226.and is referenced to NAD 83.
 AA2226
 AA2226.The geoid height was determined by GEOID03.
 AA2226
 AA2226;                    North         East     Units Scale Factor Converg.
 AA2226;SPC AL W     -   125,870.326   614,719.514   MT  0.99993600   +0 04 47.3
 AA2226;UTM  16      - 3,444,654.862   467,049.032   MT  0.99961339   -0 10 43.4
 AA2226
 AA2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2226!SPC AL W     -   0.99998987  x   0.99993600  =   0.99992587
 AA2226!UTM  16      -   0.99998987  x   0.99961339  =   0.99960326
 AA2226
 AA2226                          SUPERSEDED SURVEY CONTROL
 AA2226
 AA2226  ELLIP H (12/16/94)   64.66   (m)                       GP(       ) 3 2
 AA2226  NGVD 29 (12/16/94)   92.5    (m)          303.     (f) GPS OBS        
 AA2226
 AA2226.Superseded values are not recommended for survey control.
 AA2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2226.See file dsdata.txt to determine how the superseded data were derived.
 AA2226
 AA2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6704944655(NAD 83)
 AA2226_MARKER: DD = SURVEY DISK
 AA2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2226_SP_SET: CONCRETE POST
 AA2226_STAMPING: 27-30 1993
 AA2226_MARK LOGO: ALHD  
 AA2226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2226+STABILITY: SURFACE MOTION
 AA2226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2226+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2226
 AA2226  HISTORY     - Date     Condition        Report By
 AA2226  HISTORY     - 1993     MONUMENTED       ALHD
 AA2226
 AA2226                          STATION DESCRIPTION
 AA2226
 AA2226'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2226'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2226'ESCAMBIA COUNTY ROAD NO. 27, ABOUT 9.90 MI (15.93 KM) NORTHWEST OF
 AA2226'FLOMATON AND ABOUT 11.70 MI (18.83 KM) NORTHEAST OF ATMORE. TO REACH
 AA2226'THE STATION FROM EXIT 57 ON I-65 (MILE POST 8.10 ON ALA 21) DRIVE
 AA2226'SOUTH ON ALA 21 FOR 3.50 MI (5.63 KM) TO MILE POST 4.60 AND ESCAMBIA
 AA2226'COUNTY ROAD NO. 12 LEFT AND RIGHT, TURN LEFT ON ESCAMBIA COUNTY ROAD
 AA2226'NO. 12 AND DRIVE EAST FOR 4.70 MI (7.56 KM) TO A CROSS ROAD WITH
 AA2226'ESCAMBIA COUNTY ROAD NO. 5 RIGHT AND ESCAMBIA COUNTY ROAD NO. 27 LEFT,
 AA2226'TURN LEFT ON ESCAMBIA COUNTY ROAD NO. 27 AND DRIVE NORTHEAST FOR 7.40
 AA2226'MI (11.91 KM) TO THE STATION ON THE LEFT. THE STATION IS 40.5 FT (12.3
 AA2226'M) NORTH OF THE CENTER OF ESCAMBIA COUNTY ROAD NO. 27, 100.0 FT (30.5
 AA2226'M) SOUTHWEST OF THE CENTER OF A GRAVEL WOODS ROAD, 2.1 FT (0.6 M)
 AA2226'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2226'STATION 27-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2227 ***********************************************************************
 AA2227  DESIGNATION -  27 31
 AA2227  PID         -  AA2227
 AA2227  STATE/COUNTY-  AL/ESCAMBIA
 AA2227  USGS QUAD   -  FLOMATON (1986)
 AA2227
 AA2227                         *CURRENT SURVEY CONTROL
 AA2227  ___________________________________________________________________
 AA2227* NAD 83(1992)-  31 01 58.37550(N)    087 15 18.81228(W)     ADJUSTED  
 AA2227* NAVD 88     -        74.7    (meters)     245.     (feet)  GPS OBS   
 AA2227  ___________________________________________________________________
 AA2227  X           -     261,949.362 (meters)                     COMP
 AA2227  Y           -  -5,463,877.156 (meters)                     COMP
 AA2227  Z           -   3,269,042.028 (meters)                     COMP
 AA2227  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 AA2227  ELLIP HEIGHT-          46.82  (meters)          (08/29/05) GPS OBS
 AA2227  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA2227
 AA2227  HORZ ORDER  -  A
 AA2227  ELLP ORDER  -  FOURTH    CLASS I
 AA2227
 AA2227.The horizontal coordinates were established by GPS observations
 AA2227.and adjusted by the National Geodetic Survey in August 2005..
 AA2227
 AA2227.The orthometric height was determined by GPS observations and a
 AA2227.high-resolution geoid model.
 AA2227
 AA2227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2227
 AA2227.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2227
 AA2227.The ellipsoidal height was determined by GPS observations
 AA2227.and is referenced to NAD 83.
 AA2227
 AA2227.The geoid height was determined by GEOID03.
 AA2227
 AA2227;                    North         East     Units Scale Factor Converg.
 AA2227;SPC AL W     -   114,524.652   623,367.446   MT  0.99994007   +0 07 34.3
 AA2227;UTM  16      - 3,433,274.071   475,642.941   MT  0.99960732   -0 07 53.7
 AA2227
 AA2227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2227!SPC AL W     -   0.99999265  x   0.99994007  =   0.99993272
 AA2227!UTM  16      -   0.99999265  x   0.99960732  =   0.99959997
 AA2227
 AA2227:                Primary Azimuth Mark                     Grid Az
 AA2227:SPC AL W     -  27 32                                    324 56 24.7
 AA2227:UTM  16      -  27 32                                    325 11 52.7
 AA2227
 AA2227|---------------------------------------------------------------------|
 AA2227| PID    Reference Object                     Distance      Geod. Az  |
 AA2227|                                                           dddmmss.s |
 AA2227| AA2228 27 32                               APPROX. 0.5 KM 3250359.0 |
 AA2227|---------------------------------------------------------------------|
 AA2227
 AA2227                          SUPERSEDED SURVEY CONTROL
 AA2227
 AA2227  ELLIP H (07/29/02)   46.69   (m)                       GP(       ) 4 1
 AA2227  NAD 83(1992)-  31 01 58.37518(N)    087 15 18.81117(W) AD(       ) 1
 AA2227  ELLIP H (12/16/94)   46.88   (m)                       GP(       ) 3 2
 AA2227  NGVD 29 (12/16/94)   74.7    (m)          245.     (f) GPS OBS        
 AA2227
 AA2227.Superseded values are not recommended for survey control.
 AA2227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2227.See file dsdata.txt to determine how the superseded data were derived.
 AA2227
 AA2227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7564333274(NAD 83)
 AA2227_MARKER: DD = SURVEY DISK
 AA2227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2227_SP_SET: CONCRETE POST
 AA2227_STAMPING: 27-31 1993
 AA2227_MARK LOGO: ALHD  
 AA2227_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2227+STABILITY: SURFACE MOTION
 AA2227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2227+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA2227
 AA2227  HISTORY     - Date     Condition        Report By
 AA2227  HISTORY     - 1993     MONUMENTED       ALHD
 AA2227  HISTORY     - 19970218 GOOD             BDE
 AA2227  HISTORY     - 20040624 GOOD             ALDOT
 AA2227
 AA2227                          STATION DESCRIPTION
 AA2227
 AA2227'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2227'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2227'ALA 113 IN FLOMATON. TO REACH THE STATION FROM THE JUNCTION OF U.S. 31
 AA2227'AND ALA 113 NORTH (MILE POST 1.80 ON ALA 113 AND MILE POST 56.45 ON
 AA2227'U.S. 31) IN FLOMATON, DRIVE NORTH ON ALA 113 FOR 0.95 MI (1.53 KM) TO
 AA2227'MILE POST 2.75 AND THE STATION ON THE RIGHT. THE STATION IS LOCATED
 AA2227'ACROSS ALA 113 FROM THE ENTRANCE TO FLOMATON SPEEDWAY, 68.3 FT (20.8
 AA2227'M) EAST-NORTHEAST OF THE CENTERLINE OF ALA 113, 2.1 FT (0.6 M)
 AA2227'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2227'STATION 27-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2227
 AA2227                          STATION RECOVERY (1997)
 AA2227
 AA2227'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2227'RECOVERED AS DESCRIBED.
 AA2227
 AA2227                          STATION RECOVERY (2004)
 AA2227
 AA2227'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (HMR)
 AA2227'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2228 ***********************************************************************
 AA2228  DESIGNATION -  27 32
 AA2228  PID         -  AA2228
 AA2228  STATE/COUNTY-  AL/ESCAMBIA
 AA2228  USGS QUAD   -  FLOMATON (1986)
 AA2228
 AA2228                         *CURRENT SURVEY CONTROL
 AA2228  ___________________________________________________________________
 AA2228* NAD 83(1999)-  31 02 12.91812(N)    087 15 30.60901(W)     ADJUSTED  
 AA2228* NAVD 88     -        72.5    (meters)     238.     (feet)  GPS OBS   
 AA2228  ___________________________________________________________________
 AA2228  X           -     261,625.738 (meters)                     COMP
 AA2228  Y           -  -5,463,659.637 (meters)                     COMP
 AA2228  Z           -   3,269,424.678 (meters)                     COMP
 AA2228  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AA2228  ELLIP HEIGHT-          44.66  (meters)          (05/31/01) GPS OBS
 AA2228  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA2228
 AA2228  HORZ ORDER  -  FIRST
 AA2228  ELLP ORDER  -  FOURTH    CLASS I
 AA2228
 AA2228.The horizontal coordinates were established by GPS observations
 AA2228.and adjusted by the National Geodetic Survey in May 2001..
 AA2228
 AA2228.The orthometric height was determined by GPS observations and a
 AA2228.high-resolution geoid model.
 AA2228
 AA2228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2228
 AA2228.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2228
 AA2228.The ellipsoidal height was determined by GPS observations
 AA2228.and is referenced to NAD 83.
 AA2228
 AA2228.The geoid height was determined by GEOID03.
 AA2228
 AA2228;                    North         East     Units Scale Factor Converg.
 AA2228;SPC AL W     -   114,971.813   623,053.644   MT  0.99993989   +0 07 28.3
 AA2228;UTM  16      - 3,433,722.489   475,331.258   MT  0.99960751   -0 07 59.8
 AA2228
 AA2228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2228!SPC AL W     -   0.99999299  x   0.99993989  =   0.99993288
 AA2228!UTM  16      -   0.99999299  x   0.99960751  =   0.99960050
 AA2228
 AA2228:                Primary Azimuth Mark                     Grid Az
 AA2228:SPC AL W     -  27 31                                    144 56 24.6
 AA2228:UTM  16      -  27 31                                    145 11 52.7
 AA2228
 AA2228|---------------------------------------------------------------------|
 AA2228| PID    Reference Object                     Distance      Geod. Az  |
 AA2228|                                                           dddmmss.s |
 AA2228| AA2227 27 31                               APPROX. 0.5 KM 1450352.9 |
 AA2228|---------------------------------------------------------------------|
 AA2228
 AA2228                          SUPERSEDED SURVEY CONTROL
 AA2228
 AA2228  ELLIP H (01/21/98)   44.88   (m)                       GP(       ) 4 1
 AA2228  NAD 83(1992)-  31 02 12.91807(N)    087 15 30.60612(W) AD(       ) 1
 AA2228  ELLIP H (12/16/94)   44.72   (m)                       GP(       ) 3 2
 AA2228  NGVD 29 (12/16/94)   72.5    (m)          238.     (f) GPS OBS        
 AA2228
 AA2228.Superseded values are not recommended for survey control.
 AA2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2228.See file dsdata.txt to determine how the superseded data were derived.
 AA2228
 AA2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7533133722(NAD 83)
 AA2228_MARKER: DD = SURVEY DISK
 AA2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2228_SP_SET: CONCRETE POST
 AA2228_STAMPING: 27-32 1993
 AA2228_MARK LOGO: ALHD  
 AA2228_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2228+STABILITY: SURFACE MOTION
 AA2228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2228+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2228
 AA2228  HISTORY     - Date     Condition        Report By
 AA2228  HISTORY     - 1993     MONUMENTED       ALHD
 AA2228  HISTORY     - 19970219 GOOD             BDE
 AA2228
 AA2228                          STATION DESCRIPTION
 AA2228
 AA2228'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2228'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTHEAST RIGHT OF
 AA2228'WAY OF ALA 113, ABOUT 2.00 MI (3.22 KM) NORTH-NORTHEAST OF FLOMATON
 AA2228'AND ABOUT 3.90 MI (6.28 KM) WEST-NORTHWEST OF POLLARD. TO REACH THE
 AA2228'STATION FROM THE JUNCTION OF U.S. 31 AND ALA 113 NORTH (MILE POST 1.80
 AA2228'ON ALA 113 AND MILE POST 56.45 ON U.S. 31) IN FLOMATON, DRIVE NORTH ON
 AA2228'ALA 113 FOR 1.25 MI (2.01 KM) TO MILE POST 3.05 AND THE STATION ON THE
 AA2228'RIGHT. THE STATION IS LOCATED IN FRONT OF L AND L WELDING, INC, 21.0
 AA2228'FT (6.4 M) NORTHEAST OF THE NORTHEAST EDGE OF A CONCRETE DITCH FLUME,
 AA2228'35.0 FT (10.7 M) EAST OF THE NORTH END OF A CONCRETE DITCH FLUME, 67.8
 AA2228'FT (20.7 M) NORTHEAST OF THE CENTERLINE OF ALA 113, 89.5 FT (27.3 M)
 AA2228'NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 139.6 FT (42.6 M)
 AA2228'WEST-SOUTHWEST OF THE SOUTHWEST CORNER AND THE SOUTH POST OF AN EIGHT
 AA2228'FOOT GATE IN A SIX FOOT CHAIN LINK FENCE, 154.6 FT (47.1 M) WEST OF
 AA2228'THE SOUTHWEST CORNER OF A METAL BUILDING, 155.1 FT (47.3 M)
 AA2228'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A METAL BUILDING, AND SET
 AA2228'FLUSH WITH THE GROUND. STATION 27-31 1993 MAY BE USED AS AN AZIMUTH
 AA2228'FOR THIS STATION.
 AA2228
 AA2228                          STATION RECOVERY (1997)
 AA2228
 AA2228'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1997 (RB)
 AA2228'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2229 ***********************************************************************
 AA2229  DESIGNATION -  27 33
 AA2229  PID         -  AA2229
 AA2229  STATE/COUNTY-  AL/ESCAMBIA
 AA2229  USGS QUAD   -  BARNETT CROSSROADS (1986)
 AA2229
 AA2229                         *CURRENT SURVEY CONTROL
 AA2229  ___________________________________________________________________
 AA2229* NAD 83(1992)-  31 07 46.82756(N)    087 16 33.98203(W)     ADJUSTED  
 AA2229* NAVD 88     -        95.5    (meters)     313.     (feet)  VERTCON   
 AA2229  ___________________________________________________________________
 AA2229  X           -     259,695.687 (meters)                     COMP
 AA2229  Y           -  -5,458,456.126 (meters)                     COMP
 AA2229  Z           -   3,278,243.642 (meters)                     COMP
 AA2229  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AA2229  ELLIP HEIGHT-          67.63  (meters)          (07/29/02) GPS OBS
 AA2229  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA2229
 AA2229  HORZ ORDER  -  FIRST
 AA2229  ELLP ORDER  -  FOURTH    CLASS I
 AA2229
 AA2229.The horizontal coordinates were established by GPS observations
 AA2229.and adjusted by the National Geodetic Survey in December 1994..
 AA2229
 AA2229.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2229
 AA2229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2229
 AA2229.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2229
 AA2229.The ellipsoidal height was determined by GPS observations
 AA2229.and is referenced to NAD 83.
 AA2229
 AA2229.The geoid height was determined by GEOID03.
 AA2229
 AA2229;                    North         East     Units Scale Factor Converg.
 AA2229;SPC AL W     -   125,251.212   621,352.432   MT  0.99993896   +0 06 56.7
 AA2229;UTM  16      - 3,444,006.040   473,676.925   MT  0.99960855   -0 08 33.9
 AA2229
 AA2229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2229!SPC AL W     -   0.99998938  x   0.99993896  =   0.99992834
 AA2229!UTM  16      -   0.99998938  x   0.99960855  =   0.99959793
 AA2229
 AA2229                          SUPERSEDED SURVEY CONTROL
 AA2229
 AA2229  ELLIP H (12/16/94)   67.76   (m)                       GP(       ) 3 2
 AA2229  NGVD 29 (12/16/94)   95.5    (m)          313.     (f) GPS OBS        
 AA2229
 AA2229.Superseded values are not recommended for survey control.
 AA2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2229.See file dsdata.txt to determine how the superseded data were derived.
 AA2229
 AA2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7367744006(NAD 83)
 AA2229_MARKER: DD = SURVEY DISK
 AA2229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2229_SP_SET: CONCRETE POST
 AA2229_STAMPING: 27-33 1993
 AA2229_MARK LOGO: ALHD  
 AA2229_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2229+STABILITY: SURFACE MOTION
 AA2229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2229+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2229
 AA2229  HISTORY     - Date     Condition        Report By
 AA2229  HISTORY     - 1993     MONUMENTED       ALHD
 AA2229
 AA2229                          STATION DESCRIPTION
 AA2229
 AA2229'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2229'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2229'ALA 113, ABOUT 8.35 MI (13.44 KM) NORTH OF FLOMATON AND ABOUT 9.10 MI
 AA2229'(14.64 KM) NORTHWEST OF POLLARD. TO REACH THE STATION FROM EXIT 69 ON
 AA2229'I-65 (MILE POST 15.10 ON ALA 113) , DRIVE SOUTH ON ALA 113 FOR 5.55 MI
 AA2229'(8.93 KM) TO MILE POST 9.55 AND THE STATION ON THE LEFT. THE STATION
 AA2229'IS 53.1 FT (16.2 M) EAST OF THE CENTERLINE OF ALA 113, 80.8 FT (24.6
 AA2229'M) NORTH OF THE NORTH POST OF A LARGE STOP SIGN, 97.5 FT (29.7 M)
 AA2229'NORTH OF THE CENTERLINE OF ESCAMBIA COUNTY ROAD NO. 18, 111.4 FT (34.0
 AA2229'M) NORTHEAST OF THE CENTER OF THE INTERSECTION OF ALA 113 AND ESCAMBIA
 AA2229'COUNTY ROAD NO. 18, 132.2 FT (40.3 M) NORTHWEST OF A JUNCTION POWER
 AA2229'POLE, 1.8 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2229'WITH THE GROUND. STATION 27-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2229'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2230 ***********************************************************************
 AA2230  DESIGNATION -  27 34
 AA2230  PID         -  AA2230
 AA2230  STATE/COUNTY-  AL/ESCAMBIA
 AA2230  USGS QUAD   -  BARNETT CROSSROADS (1986)
 AA2230
 AA2230                         *CURRENT SURVEY CONTROL
 AA2230  ___________________________________________________________________
 AA2230* NAD 83(1992)-  31 08 16.92811(N)    087 16 35.13090(W)     ADJUSTED  
 AA2230* NAVD 88     -        91.9    (meters)     302.     (feet)  VERTCON   
 AA2230  ___________________________________________________________________
 AA2230  X           -     259,642.358 (meters)                     COMP
 AA2230  Y           -  -5,457,975.653 (meters)                     COMP
 AA2230  Z           -   3,279,035.248 (meters)                     COMP
 AA2230  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA2230  ELLIP HEIGHT-          63.95  (meters)          (07/29/02) GPS OBS
 AA2230  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AA2230
 AA2230  HORZ ORDER  -  FIRST
 AA2230  ELLP ORDER  -  FOURTH    CLASS I
 AA2230
 AA2230.The horizontal coordinates were established by GPS observations
 AA2230.and adjusted by the National Geodetic Survey in December 1994..
 AA2230
 AA2230.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2230
 AA2230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2230
 AA2230.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2230
 AA2230.The ellipsoidal height was determined by GPS observations
 AA2230.and is referenced to NAD 83.
 AA2230
 AA2230.The geoid height was determined by GEOID03.
 AA2230
 AA2230;                    North         East     Units Scale Factor Converg.
 AA2230;SPC AL W     -   126,178.120   621,320.127   MT  0.99993894   +0 06 56.2
 AA2230;UTM  16      - 3,444,932.778   473,648.811   MT  0.99960856   -0 08 34.6
 AA2230
 AA2230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2230!SPC AL W     -   0.99998996  x   0.99993894  =   0.99992890
 AA2230!UTM  16      -   0.99998996  x   0.99960856  =   0.99959852
 AA2230
 AA2230                          SUPERSEDED SURVEY CONTROL
 AA2230
 AA2230  ELLIP H (12/16/94)   64.08   (m)                       GP(       ) 3 2
 AA2230  NGVD 29 (12/16/94)   91.8    (m)          301.     (f) GPS OBS        
 AA2230
 AA2230.Superseded values are not recommended for survey control.
 AA2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2230.See file dsdata.txt to determine how the superseded data were derived.
 AA2230
 AA2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7364944933(NAD 83)
 AA2230_MARKER: DD = SURVEY DISK
 AA2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2230_SP_SET: CONCRETE POST
 AA2230_STAMPING: 27-34 1993
 AA2230_MARK LOGO: ALHD  
 AA2230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2230+STABILITY: SURFACE MOTION
 AA2230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2230+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2230
 AA2230  HISTORY     - Date     Condition        Report By
 AA2230  HISTORY     - 1993     MONUMENTED       ALHD
 AA2230
 AA2230                          STATION DESCRIPTION
 AA2230
 AA2230'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2230'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2230'ALA 113, ABOUT 8.95 MI (14.40 KM) NORTH OF FLOMATON AND ABOUT 9.60 MI
 AA2230'(15.45 KM) NORTHWEST OF POLLARD. TO REACH THE STATION FROM EXIT 69 ON
 AA2230'I-65 (MILE POST 15.10 ON ALA 113) , DRIVE SOUTH ON ALA 113 FOR 5.00 MI
 AA2230'(8.05 KM) TO MILE POST 10.10 AND THE STATION ON THE RIGHT. THE STATION
 AA2230'IS 35.6 FT (10.9 M) NORTH OF A BURIED CABLE WARNING SIGN, 51.8 FT
 AA2230'(15.8 M) WEST OF THE CENTERLINE OF ALA 113, 63.0 FT (19.2 M)
 AA2230'SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 152, 2.0 FT (0.6 M)
 AA2230'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2230'STATION 27-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2231 ***********************************************************************
 AA2231  DESIGNATION -  27 35
 AA2231  PID         -  AA2231
 AA2231  STATE/COUNTY-  AL/ESCAMBIA
 AA2231  USGS QUAD   -  WALLACE (1986)
 AA2231
 AA2231                         *CURRENT SURVEY CONTROL
 AA2231  ___________________________________________________________________
 AA2231* NAD 83(1992)-  31 12 20.25181(N)    087 10 33.07520(W)     ADJUSTED  
 AA2231* NAVD 88     -        88.0    (meters)     289.     (feet)  VERTCON   
 AA2231  ___________________________________________________________________
 AA2231  X           -     269,031.039 (meters)                     COMP
 AA2231  Y           -  -5,453,634.078 (meters)                     COMP
 AA2231  Z           -   3,285,445.245 (meters)                     COMP
 AA2231  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AA2231  ELLIP HEIGHT-          60.18  (meters)          (07/29/02) GPS OBS
 AA2231  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AA2231
 AA2231  HORZ ORDER  -  FIRST
 AA2231  ELLP ORDER  -  FOURTH    CLASS I
 AA2231
 AA2231.The horizontal coordinates were established by GPS observations
 AA2231.and adjusted by the National Geodetic Survey in December 1994..
 AA2231
 AA2231.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2231
 AA2231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2231
 AA2231.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2231
 AA2231.The ellipsoidal height was determined by GPS observations
 AA2231.and is referenced to NAD 83.
 AA2231
 AA2231.The geoid height was determined by GEOID03.
 AA2231
 AA2231;                    North         East     Units Scale Factor Converg.
 AA2231;SPC AL W     -   133,695.238   630,888.694   MT  0.99994510   +0 10 04.6
 AA2231;UTM  16      - 3,452,404.087   483,248.009   MT  0.99960346   -0 05 28.0
 AA2231
 AA2231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2231!SPC AL W     -   0.99999055  x   0.99994510  =   0.99993565
 AA2231!UTM  16      -   0.99999055  x   0.99960346  =   0.99959401
 AA2231
 AA2231:                Primary Azimuth Mark                     Grid Az
 AA2231:SPC AL W     -  27 36                                    332 03 22.9
 AA2231:UTM  16      -  27 36                                    332 18 55.5
 AA2231
 AA2231|---------------------------------------------------------------------|
 AA2231| PID    Reference Object                     Distance      Geod. Az  |
 AA2231|                                                           dddmmss.s |
 AA2231| AA2232 27 36                               APPROX. 0.5 KM 3321327.5 |
 AA2231|---------------------------------------------------------------------|
 AA2231
 AA2231                          SUPERSEDED SURVEY CONTROL
 AA2231
 AA2231  ELLIP H (12/16/94)   60.28   (m)                       GP(       ) 3 2
 AA2231  NGVD 29 (12/16/94)   88.0    (m)          289.     (f) GPS OBS        
 AA2231
 AA2231.Superseded values are not recommended for survey control.
 AA2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2231.See file dsdata.txt to determine how the superseded data were derived.
 AA2231
 AA2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8324852404(NAD 83)
 AA2231_MARKER: DD = SURVEY DISK
 AA2231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2231_SP_SET: CONCRETE POST
 AA2231_STAMPING: 27-35 1993
 AA2231_MARK LOGO: ALHD  
 AA2231_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2231+STABILITY: SURFACE MOTION
 AA2231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2231+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2231
 AA2231  HISTORY     - Date     Condition        Report By
 AA2231  HISTORY     - 1993     MONUMENTED       ALHD
 AA2231
 AA2231                          STATION DESCRIPTION
 AA2231
 AA2231'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2231'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2231'ALA 41, ABOUT 9.30 MI (14.97 KM) NORTHWEST OF BREWTON AND ABOUT 14.55
 AA2231'MI (23.42 KM) NORTH-NORTHEAST OF FLOMATON. TO REACH THE STATION FROM
 AA2231'EXIT 77 ON I-65 (MILE POST 24.45 ON ALA 41), DRIVE SOUTHEAST ON ALA 41
 AA2231'FOR 5.45 MI (8.77 KM) TO MILE POST 19.00 AND THE STATION ON THE LEFT.
 AA2231'THE STATION IS 4.0 FT (1.2 M) WEST-SOUTHWEST OF A FOUR STRAND BARBED
 AA2231'WIRE FENCE ON TREATED WOOD POSTS, 36.1 FT (11.0 M) EAST-NORTHEAST OF
 AA2231'THE CENTERLINE OF ALA 41, 75.8 FT (23.1 M) SOUTH OF A TRANSFORMER
 AA2231'POWER POLE, 84.8 FT (25.8 M) NORTHEAST OF TELEPHONE CABLE REPEATER NO.
 AA2231'S 7 NW ACROSS THE ROAD, 92.8 FT (28.3 M) SOUTH OF THE NORTHWEST CORNER
 AA2231'OF THE FENCE, 103.2 FT (31.5 M) SOUTH-SOUTHEAST OF MILE POST 19, 134.4
 AA2231'FT (41.0 M) SOUTH-SOUTHEAST OF A GRAPHIC FIRE TRUCK SIGN, 4.5 FT (1.4
 AA2231'M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2231'STATION 27-36 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2232 ***********************************************************************
 AA2232  DESIGNATION -  27 36
 AA2232  PID         -  AA2232
 AA2232  STATE/COUNTY-  AL/ESCAMBIA
 AA2232  USGS QUAD   -  WALLACE (1986)
 AA2232
 AA2232                         *CURRENT SURVEY CONTROL
 AA2232  ___________________________________________________________________
 AA2232* NAD 83(1992)-  31 12 35.91809(N)    087 10 42.67560(W)     ADJUSTED  
 AA2232* NAVD 88     -        90.4    (meters)     297.     (feet)  VERTCON   
 AA2232  ___________________________________________________________________
 AA2232  X           -     268,764.999 (meters)                     COMP
 AA2232  Y           -  -5,453,398.954 (meters)                     COMP
 AA2232  Z           -   3,285,859.169 (meters)                     COMP
 AA2232  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AA2232  ELLIP HEIGHT-          62.59  (meters)          (07/29/02) GPS OBS
 AA2232  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AA2232
 AA2232  HORZ ORDER  -  FIRST
 AA2232  ELLP ORDER  -  FOURTH    CLASS I
 AA2232
 AA2232.The horizontal coordinates were established by GPS observations
 AA2232.and adjusted by the National Geodetic Survey in December 1994..
 AA2232
 AA2232.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2232
 AA2232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2232
 AA2232.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2232
 AA2232.The ellipsoidal height was determined by GPS observations
 AA2232.and is referenced to NAD 83.
 AA2232
 AA2232.The geoid height was determined by GEOID03.
 AA2232
 AA2232;                    North         East     Units Scale Factor Converg.
 AA2232;SPC AL W     -   134,176.959   630,633.166   MT  0.99994490   +0 09 59.7
 AA2232;UTM  16      - 3,452,886.794   482,994.749   MT  0.99960357   -0 05 33.0
 AA2232
 AA2232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2232!SPC AL W     -   0.99999017  x   0.99994490  =   0.99993507
 AA2232!UTM  16      -   0.99999017  x   0.99960357  =   0.99959375
 AA2232
 AA2232:                Primary Azimuth Mark                     Grid Az
 AA2232:SPC AL W     -  27 35                                    152 03 22.8
 AA2232:UTM  16      -  27 35                                    152 18 55.5
 AA2232
 AA2232|---------------------------------------------------------------------|
 AA2232| PID    Reference Object                     Distance      Geod. Az  |
 AA2232|                                                           dddmmss.s |
 AA2232| AA2231 27 35                               APPROX. 0.5 KM 1521322.5 |
 AA2232|---------------------------------------------------------------------|
 AA2232
 AA2232                          SUPERSEDED SURVEY CONTROL
 AA2232
 AA2232  ELLIP H (12/16/94)   62.70   (m)                       GP(       ) 3 2
 AA2232  NGVD 29 (12/16/94)   90.4    (m)          297.     (f) GPS OBS        
 AA2232
 AA2232.Superseded values are not recommended for survey control.
 AA2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2232.See file dsdata.txt to determine how the superseded data were derived.
 AA2232
 AA2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8299552887(NAD 83)
 AA2232_MARKER: DD = SURVEY DISK
 AA2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2232_SP_SET: CONCRETE POST
 AA2232_STAMPING: 27-36 1993
 AA2232_MARK LOGO: ALHD  
 AA2232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2232+STABILITY: SURFACE MOTION
 AA2232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2232+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2232
 AA2232  HISTORY     - Date     Condition        Report By
 AA2232  HISTORY     - 1993     MONUMENTED       ALHD
 AA2232
 AA2232                          STATION DESCRIPTION
 AA2232
 AA2232'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2232'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2232'ALA 41, ABOUT 9.60 MI (15.45 KM) NORTHWEST OF BREWTON AND ABOUT 14.80
 AA2232'MI (23.82 KM) NORTH-NORTHEAST OF FLOMATON. TO REACH THE STATION FROM
 AA2232'EXIT 77 ON I-65 (MILE POST 24.45 ON ALA 41), DRIVE SOUTHEAST ON ALA 41
 AA2232'FOR 5.15 MI (8.29 KM) TO MILE POST 19.30 AND THE STATION ON THE LEFT.
 AA2232'THE STATION IS 32.7 FT (10.0 M) NORTHEAST OF THE CENTERLINE OF ALA 41,
 AA2232'2.2 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2232'WITH THE GROUND. STATION 27-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2232'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2233 ***********************************************************************
 AA2233  DESIGNATION -  27 37
 AA2233  PID         -  AA2233
 AA2233  STATE/COUNTY-  AL/ESCAMBIA
 AA2233  USGS QUAD   -  POLLARD (1986)
 AA2233
 AA2233                         *CURRENT SURVEY CONTROL
 AA2233  ___________________________________________________________________
 AA2233* NAD 83(1992)-  31 06 36.28533(N)    087 09 01.71012(W)     ADJUSTED  
 AA2233* NAVD 88     -        73.7    (meters)     242.     (feet)  VERTCON   
 AA2233  ___________________________________________________________________
 AA2233  X           -     271,718.578 (meters)                     COMP
 AA2233  Y           -  -5,458,976.518 (meters)                     COMP
 AA2233  Z           -   3,276,372.555 (meters)                     COMP
 AA2233  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 AA2233  ELLIP HEIGHT-          45.98  (meters)          (07/29/02) GPS OBS
 AA2233  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA2233
 AA2233  HORZ ORDER  -  FIRST
 AA2233  ELLP ORDER  -  FOURTH    CLASS I
 AA2233
 AA2233.The horizontal coordinates were established by GPS observations
 AA2233.and adjusted by the National Geodetic Survey in December 1994..
 AA2233
 AA2233.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2233.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2233
 AA2233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2233
 AA2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2233
 AA2233.The ellipsoidal height was determined by GPS observations
 AA2233.and is referenced to NAD 83.
 AA2233
 AA2233.The geoid height was determined by GEOID03.
 AA2233
 AA2233;                    North         East     Units Scale Factor Converg.
 AA2233;SPC AL W     -   123,109.798   633,340.591   MT  0.99994704   +0 10 50.1
 AA2233;UTM  16      - 3,441,811.320   485,651.262   MT  0.99960254   -0 04 39.9
 AA2233
 AA2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2233!SPC AL W     -   0.99999278  x   0.99994704  =   0.99993982
 AA2233!UTM  16      -   0.99999278  x   0.99960254  =   0.99959532
 AA2233
 AA2233:                Primary Azimuth Mark                     Grid Az
 AA2233:SPC AL W     -  27 38                                    333 36 02.4
 AA2233:UTM  16      -  27 38                                    333 51 32.4
 AA2233
 AA2233|---------------------------------------------------------------------|
 AA2233| PID    Reference Object                     Distance      Geod. Az  |
 AA2233|                                                           dddmmss.s |
 AA2233| AA2234 27 38                               APPROX. 0.5 KM 3334652.5 |
 AA2233|---------------------------------------------------------------------|
 AA2233
 AA2233                          SUPERSEDED SURVEY CONTROL
 AA2233
 AA2233  ELLIP H (12/16/94)   46.08   (m)                       GP(       ) 3 2
 AA2233  NGVD 29 (12/16/94)   73.7    (m)          242.     (f) GPS OBS        
 AA2233
 AA2233.Superseded values are not recommended for survey control.
 AA2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2233.See file dsdata.txt to determine how the superseded data were derived.
 AA2233
 AA2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8565141811(NAD 83)
 AA2233_MARKER: DD = SURVEY DISK
 AA2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2233_SP_SET: CONCRETE POST
 AA2233_STAMPING: 27-37 1993
 AA2233_MARK LOGO: ALHD  
 AA2233_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2233+STABILITY: SURFACE MOTION
 AA2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2233+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2233
 AA2233  HISTORY     - Date     Condition        Report By
 AA2233  HISTORY     - 1993     MONUMENTED       ALHD
 AA2233
 AA2233                          STATION DESCRIPTION
 AA2233
 AA2233'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2233'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2233'A COUNTY GRAVEL ROAD, ABOUT 4.50 MI (7.24 KM) WEST-NORTHWEST OF
 AA2233'BREWTON AND ABOUT 9.70 MI (15.61 KM) NORTHEAST OF FLOMATON. TO REACH
 AA2233'THE STATION FROM EXIT 77 ON I-65 (MILE POST 24.45 ON ALA 41), DRIVE
 AA2233'SOUTHEAST ON ALA 41 FOR 10.50 MI (16.90 KM) TO MILE POST 13.95 AND A
 AA2233'COUNTY GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND
 AA2233'DRIVE SOUTH FOR 2.55 MI (4.10 KM) TO THE STATION ON THE LEFT. THE
 AA2233'STATION IS LOCATED IN A CLEAR CUT AREA, 25.5 FT (7.8 M)
 AA2233'NORTH-NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 2.0 FT (0.6 M)
 AA2233'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2233'STATION 27-38 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2234 ***********************************************************************
 AA2234  DESIGNATION -  27 38
 AA2234  PID         -  AA2234
 AA2234  STATE/COUNTY-  AL/ESCAMBIA
 AA2234  USGS QUAD   -  POLLARD (1986)
 AA2234
 AA2234                         *CURRENT SURVEY CONTROL
 AA2234  ___________________________________________________________________
 AA2234* NAD 83(1992)-  31 06 51.33143(N)    087 09 10.32243(W)     ADJUSTED  
 AA2234* NAVD 88     -        78.1    (meters)     256.     (feet)  VERTCON   
 AA2234  ___________________________________________________________________
 AA2234  X           -     271,478.937 (meters)                     COMP
 AA2234  Y           -  -5,458,752.435 (meters)                     COMP
 AA2234  Z           -   3,276,771.535 (meters)                     COMP
 AA2234  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AA2234  ELLIP HEIGHT-          50.33  (meters)          (07/29/02) GPS OBS
 AA2234  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA2234
 AA2234  HORZ ORDER  -  FIRST
 AA2234  ELLP ORDER  -  FOURTH    CLASS I
 AA2234
 AA2234.The horizontal coordinates were established by GPS observations
 AA2234.and adjusted by the National Geodetic Survey in December 1994..
 AA2234
 AA2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2234
 AA2234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2234
 AA2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2234
 AA2234.The ellipsoidal height was determined by GPS observations
 AA2234.and is referenced to NAD 83.
 AA2234
 AA2234.The geoid height was determined by GEOID03.
 AA2234
 AA2234;                    North         East     Units Scale Factor Converg.
 AA2234;SPC AL W     -   123,572.438   633,110.941   MT  0.99994685   +0 10 45.8
 AA2234;UTM  16      - 3,442,274.831   485,423.778   MT  0.99960262   -0 04 44.4
 AA2234
 AA2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2234!SPC AL W     -   0.99999210  x   0.99994685  =   0.99993895
 AA2234!UTM  16      -   0.99999210  x   0.99960262  =   0.99959472
 AA2234
 AA2234:                Primary Azimuth Mark                     Grid Az
 AA2234:SPC AL W     -  27 37                                    153 36 02.2
 AA2234:UTM  16      -  27 37                                    153 51 32.4
 AA2234
 AA2234|---------------------------------------------------------------------|
 AA2234| PID    Reference Object                     Distance      Geod. Az  |
 AA2234|                                                           dddmmss.s |
 AA2234| AA2233 27 37                               APPROX. 0.5 KM 1534648.0 |
 AA2234|---------------------------------------------------------------------|
 AA2234
 AA2234                          SUPERSEDED SURVEY CONTROL
 AA2234
 AA2234  ELLIP H (12/16/94)   50.43   (m)                       GP(       ) 3 2
 AA2234  NGVD 29 (12/16/94)   78.1    (m)          256.     (f) GPS OBS        
 AA2234
 AA2234.Superseded values are not recommended for survey control.
 AA2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2234.See file dsdata.txt to determine how the superseded data were derived.
 AA2234
 AA2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8542442275(NAD 83)
 AA2234_MARKER: DD = SURVEY DISK
 AA2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2234_SP_SET: CONCRETE POST
 AA2234_STAMPING: 27-38 1993
 AA2234_MARK LOGO: ALHD  
 AA2234_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2234+STABILITY: SURFACE MOTION
 AA2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2234+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2234
 AA2234  HISTORY     - Date     Condition        Report By
 AA2234  HISTORY     - 1993     MONUMENTED       ALHD
 AA2234
 AA2234                          STATION DESCRIPTION
 AA2234
 AA2234'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2234'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2234'A COUNTY GRAVEL ROAD, ABOUT 4.70 MI (7.56 KM) WEST-NORTHWEST OF
 AA2234'BREWTON AND ABOUT 9.75 MI (15.69 KM) NORTHEAST OF FLOMATON. TO REACH
 AA2234'THE STATION FROM EXIT 77 ON I-65 (MILE POST 24.45 ON ALA 41), DRIVE
 AA2234'SOUTHEAST ON ALA 41 FOR 10.50 MI (16.90 KM) TO MILE POST 13.95 AND A
 AA2234'COUNTY GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND
 AA2234'DRIVE SOUTH FOR 2.25 MI (3.62 KM) TO THE STATION ON THE LEFT. THE
 AA2234'STATION IS LOCATED IN A CLEAR CUT AREA, 26.0 FT (7.9 M) EAST OF THE
 AA2234'CENTER OF A GRAVEL ROAD, 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS
 AA2234'POST, AND SET FLUSH WITH THE GROUND. STATION 27-37 1993 MAY BE USED AS
 AA2234'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2235 ***********************************************************************
 AA2235  DESIGNATION -  27 39
 AA2235  PID         -  AA2235
 AA2235  STATE/COUNTY-  AL/ESCAMBIA
 AA2235  USGS QUAD   -  SHIPPS CREEK (1982)
 AA2235
 AA2235                         *CURRENT SURVEY CONTROL
 AA2235  ___________________________________________________________________
 AA2235* NAD 83(1992)-  31 10 25.68163(N)    086 56 55.94784(W)     ADJUSTED  
 AA2235* NAVD 88     -        60.2    (meters)     198.     (feet)  VERTCON   
 AA2235  ___________________________________________________________________
 AA2235  X           -     290,729.705 (meters)                     COMP
 AA2235  Y           -  -5,454,326.840 (meters)                     COMP
 AA2235  Z           -   3,282,412.516 (meters)                     COMP
 AA2235  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AA2235  ELLIP HEIGHT-          32.76  (meters)          (07/29/02) GPS OBS
 AA2235  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA2235
 AA2235  HORZ ORDER  -  FIRST
 AA2235  ELLP ORDER  -  FOURTH    CLASS I
 AA2235
 AA2235.The horizontal coordinates were established by GPS observations
 AA2235.and adjusted by the National Geodetic Survey in December 1994..
 AA2235
 AA2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2235
 AA2235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2235
 AA2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2235
 AA2235.The ellipsoidal height was determined by GPS observations
 AA2235.and is referenced to NAD 83.
 AA2235
 AA2235.The geoid height was determined by GEOID03.
 AA2235
 AA2235;                    North         East     Units Scale Factor Converg.
 AA2235;SPC AL W     -   130,252.467   652,536.016   MT  0.99996737   +0 17 07.0
 AA2235;UTM  16      - 3,448,864.774   504,871.885   MT  0.99960029   +0 01 35.3
 AA2235
 AA2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2235!SPC AL W     -   0.99999486  x   0.99996737  =   0.99996223
 AA2235!UTM  16      -   0.99999486  x   0.99960029  =   0.99959515
 AA2235
 AA2235                          SUPERSEDED SURVEY CONTROL
 AA2235
 AA2235  ELLIP H (12/16/94)   32.86   (m)                       GP(       ) 3 2
 AA2235  NGVD 29 (12/16/94)   60.3    (m)          198.     (f) GPS OBS        
 AA2235
 AA2235.Superseded values are not recommended for survey control.
 AA2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2235.See file dsdata.txt to determine how the superseded data were derived.
 AA2235
 AA2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0487248865(NAD 83)
 AA2235_MARKER: DD = SURVEY DISK
 AA2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2235_SP_SET: CONCRETE POST
 AA2235_STAMPING: 27-39 1993
 AA2235_MARK LOGO: ALHD  
 AA2235_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2235+STABILITY: SURFACE MOTION
 AA2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2235+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2235
 AA2235  HISTORY     - Date     Condition        Report By
 AA2235  HISTORY     - 1993     MONUMENTED       ALHD
 AA2235
 AA2235                          STATION DESCRIPTION
 AA2235
 AA2235'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2235'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON A HIGH VOLTAGE POWER LINE
 AA2235'RIGHT OF WAY, ABOUT 8.75 MI (14.08 KM) NORTHEAST OF BREWTON AND ABOUT
 AA2235'10.15 MI (16.33 KM) NORTHEAST OF RIVERVIEW. TO REACH THE STATION FROM
 AA2235'THE JUNCTION OF U.S. 29 NORTH, U.S. 31, AND ALA 41 NORTH (MILE POST
 AA2235'0.00 ON U.S. 29, MILE POST 69.50 ON U.S. 31, AND MILE POST 7.70 ON ALA
 AA2235'41) NEAR BREWTON, DRIVE SOUTHEAST ON U.S. 29 FOR 0.50 MI (0.80 KM) TO
 AA2235'MILE POST 0.50 AND A PAVED STREET ON THE LEFT, TURN LEFT ON THE PAVED
 AA2235'STREET AND DRIVE EAST FOR 0.65 MI (1.05 KM) TO PAVED STREET LEFT AND
 AA2235'RIGHT AT A CEMETARY, TURN LEFT ON THE PAVED STREET (ESCAMBIA COUNTY
 AA2235'ROAD NO. 22) AND DRIVE NORTHEAST FOR 3.85 MI (6.20 KM) TO A PAVED
 AA2235'COUNTY ROAD ON THE LEFT AT THE RIDGE ROAD VOL FIRE DEPT, TURN LEFT ON
 AA2235'THE PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 0.20 MI (0.32 KM) TO THE
 AA2235'END OF PAVEMENT, CONTINUE NORTHEAST ON A GRAVEL ROAD FOR 4.30 MI (6.92
 AA2235'KM) TO A WOODS ROAD ON THE LEFT, TURN LEFT ON THE WOODS ROAD AND DRIVE
 AA2235'NORTH AND NORTHEAST FOR 1.00 MI (1.61 KM) TO A HIGH VOLTAGE POWER LINE
 AA2235'CLEARING AND THE STATION ON THE LEFT. THE STATION IS LOCATED IN A HIGH
 AA2235'VOLTAGE POWER LINE CLEARING BETWEEN POWER LINE POLE BENTS NO. 583 AND
 AA2235'NO. 584, 46.0 FT (14.0 M) SOUTH OF THE NORTH EDGE OF THE CLEARING,
 AA2235'62.0 FT (18.9 M) NORTH OF THE SOUTH EDGE OF THE CLEARING, 147.0 FT
 AA2235'(44.8 M) EAST OF THE NORTH POLE OF BENT NO. 583, 147.7 FT (45.0 M)
 AA2235'EAST-NORTHEAST OF THE SOUTH POLE OF BENT NO. 583, 210.0 FT (64.0 M)
 AA2235'WEST OF THE CENTER OF THE WOODS ROAD, 2.6 FT (0.8 M) EAST OF A
 AA2235'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 27-40
 AA2235'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION. NOTE - PRIOR TO
 AA2235'SETTING UP ON STATIONS 27-39 AND 27-40 CALL CEDAR CREEK LAND AND
 AA2235'TIMBER COMPANY INC. IN BREWTON, ALA 205-867-6185 TO HAVE GATE UNLOCKED
 AA2235'AT RIDGE ROAD VOL. FIRE DEPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2021 ***********************************************************************
 BU2021  DESIGNATION -  27 4
 BU2021  PID         -  BU2021
 BU2021  STATE/COUNTY-  AL/ESCAMBIA
 BU2021  USGS QUAD   -  POLLARD (1986)
 BU2021
 BU2021                         *CURRENT SURVEY CONTROL
 BU2021  ___________________________________________________________________
 BU2021* NAD 83(1992)-  31 04 15.05654(N)    087 11 30.12598(W)     ADJUSTED  
 BU2021* NAVD 88     -        71.4    (meters)     234.     (feet)  VERTCON   
 BU2021  ___________________________________________________________________
 BU2021  X           -     267,900.498 (meters)                     COMP
 BU2021  Y           -  -5,461,411.939 (meters)                     COMP
 BU2021  Z           -   3,272,646.597 (meters)                     COMP
 BU2021  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 BU2021  ELLIP HEIGHT-          43.60  (meters)          (07/29/02) GPS OBS
 BU2021  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BU2021
 BU2021  HORZ ORDER  -  FIRST
 BU2021  ELLP ORDER  -  FOURTH    CLASS I
 BU2021
 BU2021.The horizontal coordinates were established by GPS observations
 BU2021.and adjusted by the National Geodetic Survey in December 1992..
 BU2021
 BU2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2021
 BU2021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2021
 BU2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2021
 BU2021.The ellipsoidal height was determined by GPS observations
 BU2021.and is referenced to NAD 83.
 BU2021
 BU2021.The geoid height was determined by GEOID03.
 BU2021
 BU2021;                    North         East     Units Scale Factor Converg.
 BU2021;SPC AL W     -   118,748.900   629,420.120   MT  0.99994401   +0 09 32.8
 BU2021;UTM  16      - 3,437,469.619   481,712.526   MT  0.99960413   -0 05 56.2
 BU2021
 BU2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2021!SPC AL W     -   0.99999315  x   0.99994401  =   0.99993716
 BU2021!UTM  16      -   0.99999315  x   0.99960413  =   0.99959729
 BU2021
 BU2021:                Primary Azimuth Mark                     Grid Az
 BU2021:SPC AL W     -  27 3                                     269 21 51.7
 BU2021:UTM  16      -  27 3                                     269 37 20.7
 BU2021
 BU2021|---------------------------------------------------------------------|
 BU2021| PID    Reference Object                     Distance      Geod. Az  |
 BU2021|                                                           dddmmss.s |
 BU2021| BU2020 27 3                                463.640 METERS 2693124.5 |
 BU2021|---------------------------------------------------------------------|
 BU2021
 BU2021                          SUPERSEDED SURVEY CONTROL
 BU2021
 BU2021  ELLIP H (12/04/92)   43.71   (m)                       GP(       ) 4 1
 BU2021  NAD 83(1986)-  31 04 15.07378(N)    087 11 30.12869(W) AD(       ) 1
 BU2021  NAD 83(1986)-  31 04 15.05981(N)    087 11 30.12657(W) AD(       ) 1
 BU2021  NGVD 29 (12/04/92)   71.4    (m)          234.     (f) GPS OBS        
 BU2021
 BU2021.Superseded values are not recommended for survey control.
 BU2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2021.See file dsdata.txt to determine how the superseded data were derived.
 BU2021
 BU2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8171337470(NAD 83)
 BU2021_MARKER: DD = SURVEY DISK
 BU2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2021_SP_SET: CONCRETE POST
 BU2021_STAMPING: 27-4 1989
 BU2021_MARK LOGO: ALHD  
 BU2021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2021+STABILITY: SURFACE MOTION
 BU2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2021+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1991
 BU2021
 BU2021  HISTORY     - Date     Condition        Report By
 BU2021  HISTORY     - 1989     MONUMENTED       ALHD
 BU2021  HISTORY     - 19910104 GOOD             ALHD
 BU2021
 BU2021                          STATION DESCRIPTION
 BU2021
 BU2021'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2021'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF ESCAMBIA COUNTY
 BU2021'ROAD NO. 40, ABOUT 11.91 KM (7.40 MI) WEST-SOUTHWEST OF BREWTON AND
 BU2021'ABOUT 9.82 KM (6.10 MI) NORTHEAST OF FLOMATON.
 BU2021'TO REACH THE STATION FROM THE JUNCTION OF OLD UNITED STATES HIGHWAY 31
 BU2021'AND NEW DIVIDED FOUR LANE UNITED STATES HIGHWAY 31 AT MILE POST 64.40
 BU2021'ON NEW HIGHWAY 31 ABOUT 7.56 KM (4.70 MI) SOUTHWEST OF BREWTON, DRIVE
 BU2021'SOUTHWEST ON OLD HIGHWAY 31 FOR 3.46 KM (2.15 MI) TO ESCAMBIA COUNTY
 BU2021'ROAD NO. 35 ON THE RIGHT AT POLLARD-MCCALL JUNIOR HIGH SCHOOL, TURN
 BU2021'RIGHT ON ESCAMBIA COUNTY ROAD NO. 35 AND DRIVE WEST FOR 1.13 KM
 BU2021'(0.70 MI) TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED
 BU2021'COUNTY ROAD AND DRIVE NORTHWESTERLY AND NORTH FOR 1.85 KM (1.15 MI) TO
 BU2021'ESCAMBIA COUNTY ROAD NO. 40 ON THE LEFT, TURN LEFT ON ESCAMBIA COUNTY
 BU2021'ROAD NO. 40 AND DRIVE WEST FOR 0.16 KM (0.10 MI) TO THE STATION ON THE
 BU2021'LEFT.
 BU2021'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 6.58 M (21.6 FT)
 BU2021'SOUTH OF THE CENTER LINE OF ESCAMBIA COUNTY ROAD NO. 40, 1.34 M
 BU2021'(4.4 FT) NORTH OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD
 BU2021'POSTS, 1.62 M (5.3 FT) NORTHWEST OF THE NORTHEAST CORNER OF A PASTURE
 BU2021'FENCE, 30.27 M (99.3 FT) EAST OF A LOCAL SERVICE POWER POLE WITH TWO
 BU2021'OVERHEAD WIRES, AND 1.16 M (3.8 FT) NORTH OF A CARSONITE WITNESS POST.
 BU2021'STATION 27-3 CAN BE USED AS AN AZIMUTH.
 BU2021
 BU2021                          STATION RECOVERY (1991)
 BU2021
 BU2021'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2021'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2021'ESCAMBIA COUNTY ROAD NO. 40, ABOUT 11.91 KM (7.40 MI) WEST -
 BU2021'SOUTHWEST OF BREWTON AND ABOUT 9.82 KM (6.10 MI) NORTHEAST OF
 BU2021'FLOMATON.
 BU2021'TO REACH THE STATION FROM THE JUNCTION OF OLD U. S. 31 AND NEW DIVIDED
 BU2021'FOUR LANE U. S. 31, MILE POST 64.40 ON NEW U. S. 31, ABOUT 7.56 KM
 BU2021'(4.70 MI) SOUTHWEST OF BREWTON, DRIVE SOUTHWEST ON OLD U. S. 31 3.46
 BU2021'KM (2.15 MI) TO ESCAMBIA COUNTY ROAD NO. 35 ON THE RIGHT AT POLLARD -
 BU2021'MCCALL JUNIOR HIGH SCHOOL, TURN RIGHT ON ESCAMBIA COUNTY ROAD NO. 35
 BU2021'AND DRIVE WEST 1.13 KM (0.70 MI) TO A PAVED COUNTY ROAD ON THE RIGHT,
 BU2021'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTHWESTERLY AND NORTH
 BU2021'1.85 KM (1.15 MI) TO ESCAMBIA COUNTY ROAD NO. 40 ON THE LEFT, TURN
 BU2021'LEFT ON ESCAMBIA COUNTY ROAD NO. 40 AND DRIVE WEST 0.16 KM (0.10 MI)
 BU2021'TO THE STATION ON THE LEFT.
 BU2021'THE STATION IS 6.58 M (21.59 FT) SOUTH OF THE CENTERLINE OF ESCAMBIA
 BU2021'COUNTY ROAD NO. 40, 1.34 M (4.40 FT) NORTH OF A FIVE STRAND BARBED
 BU2021'WIRE FENCE ON TREATED WOOD POSTS, 1.62 M (5.31 FT) NORTHWEST OF THE
 BU2021'NORTHEAST CORNER OF A PASTURE FENCE, 30.27 M (99.31 FT) EAST OF A
 BU2021'LOCAL SERVICE POWER POLE WITH TWO OVERHEAD WIRES, 1.16 M (3.81 FT)
 BU2021'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2236 ***********************************************************************
 AA2236  DESIGNATION -  27 40
 AA2236  PID         -  AA2236
 AA2236  STATE/COUNTY-  AL/ESCAMBIA
 AA2236  USGS QUAD   -  SHIPPS CREEK (1982)
 AA2236
 AA2236                         *CURRENT SURVEY CONTROL
 AA2236  ___________________________________________________________________
 AA2236* NAD 83(1992)-  31 10 26.10910(N)    086 55 54.85396(W)     ADJUSTED  
 AA2236* NAVD 88     -        63.3    (meters)     208.     (feet)  VERTCON   
 AA2236  ___________________________________________________________________
 AA2236  X           -     292,344.996 (meters)                     COMP
 AA2236  Y           -  -5,454,236.367 (meters)                     COMP
 AA2236  Z           -   3,282,425.405 (meters)                     COMP
 AA2236  LAPLACE CORR-           2.29  (seconds)                    DEFLEC99
 AA2236  ELLIP HEIGHT-          35.90  (meters)          (07/29/02) GPS OBS
 AA2236  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AA2236
 AA2236  HORZ ORDER  -  FIRST
 AA2236  ELLP ORDER  -  FOURTH    CLASS I
 AA2236
 AA2236.The horizontal coordinates were established by GPS observations
 AA2236.and adjusted by the National Geodetic Survey in December 1994..
 AA2236
 AA2236.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2236
 AA2236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2236
 AA2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2236
 AA2236.The ellipsoidal height was determined by GPS observations
 AA2236.and is referenced to NAD 83.
 AA2236
 AA2236.The geoid height was determined by GEOID03.
 AA2236
 AA2236;                    North         East     Units Scale Factor Converg.
 AA2236;SPC AL W     -   130,273.811   654,153.687   MT  0.99996949   +0 17 38.7
 AA2236;UTM  16      - 3,448,878.805   506,489.041   MT  0.99960052   +0 02 06.9
 AA2236
 AA2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2236!SPC AL W     -   0.99999436  x   0.99996949  =   0.99996385
 AA2236!UTM  16      -   0.99999436  x   0.99960052  =   0.99959488
 AA2236
 AA2236                          SUPERSEDED SURVEY CONTROL
 AA2236
 AA2236  ELLIP H (12/16/94)   36.00   (m)                       GP(       ) 3 2
 AA2236  NGVD 29 (12/16/94)   63.4    (m)          208.     (f) GPS OBS        
 AA2236
 AA2236.Superseded values are not recommended for survey control.
 AA2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2236.See file dsdata.txt to determine how the superseded data were derived.
 AA2236
 AA2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0648948879(NAD 83)
 AA2236_MARKER: DD = SURVEY DISK
 AA2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2236_SP_SET: CONCRETE POST
 AA2236_STAMPING: 27-40 1993
 AA2236_MARK LOGO: ALHD  
 AA2236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2236+STABILITY: SURFACE MOTION
 AA2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2236+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2236
 AA2236  HISTORY     - Date     Condition        Report By
 AA2236  HISTORY     - 1993     MONUMENTED       ALHD
 AA2236
 AA2236                          STATION DESCRIPTION
 AA2236
 AA2236'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2236'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON A HIGH VOLTAGE POWER LINE
 AA2236'RIGHT OF WAY, ABOUT 9.70 MI (15.61 KM) NORTHEAST OF BREWTON AND ABOUT
 AA2236'10.90 MI (17.54 KM) NORTHEAST OF RIVERVIEW. TO REACH THE STATION FROM
 AA2236'THE JUNCTION OF U.S. 29 NORTH, U.S. 31, AND ALA 41 NORTH (MILE POST
 AA2236'0.00 ON U.S. 29, MILE POST 69.50 ON U.S. 31, AND MILE POST 7.70 ON ALA
 AA2236'41) NEAR BREWTON, DRIVE SOUTHEAST ON U.S. 29 FOR 0.50 MI (0.80 KM) TO
 AA2236'MILE POST 0.50 AND A PAVED STREET ON THE LEFT, TURN LEFT ON THE PAVED
 AA2236'STREET AND DRIVE EAST FOR 0.65 MI (1.05 KM) TO PAVED STREET LEFT AND
 AA2236'RIGHT AT A CEMETARY, TURN LEFT ON THE PAVED STREET (ESCAMBIA COUNTY
 AA2236'ROAD NO. 22) AND DRIVE NORTHEAST FOR 3.85 MI (6.20 KM) TO A PAVED
 AA2236'COUNTY ROAD ON THE LEFT AT THE RIDGE ROAD VOL FIRE DEPT, TURN LEFT ON
 AA2236'THE PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 0.20 MI (0.32 KM) TO THE
 AA2236'END OF PAVEMENT, CONTINUE NORTHEAST ON A GRAVEL ROAD FOR 6.05 MI (9.74
 AA2236'KM) TO A WOODS ROAD ON THE LEFT, TURN LEFT ON THE WOODS ROAD AND DRIVE
 AA2236'WEST AND NORTHWEST FOR 0.55 MI (0.89 KM) TO A HIGH VOLTAGE POWER LINE
 AA2236'CLEARING AND THE STATION ON THE RIGHT. THE STATION IS LOCATED IN A
 AA2236'HIGH VOLTAGE POWER LINE CLEARING BETWEEN POWER LINE POLE BENTS NO. 589
 AA2236'AND NO. 590, 29.0 FT (8.8 M) EAST OF THE CENTER OF THE WOODS ROAD,
 AA2236'27.0 FT (8.2 M) NORTH OF THE SOUTH EDGE OF THE CLEARING, 65.0 FT (19.8
 AA2236'M) SOUTH OF THE NORTH EDGE OF THE CLEARING, 114.0 FT (34.7 M) EAST OF
 AA2236'THE SOUTH POLE OF BENT NO. 589, 117.2 FT (35.7 M) EAST OF THE NORTH
 AA2236'POLE OF BENT NO. 589, 2.5 FT (0.8 M) SOUTHWEST OF A CARSONITE WITNESS
 AA2236'POST, AND SET FLUSH WITH THE GROUND. STATION 27-39 1993 MAY BE USED AS
 AA2236'AN AZIMUTH FOR THIS STATION. NOTE - PRIOR TO SETTING UP ON STATIONS
 AA2236'27-39 AND 27-40 CALL CEDAR CREEK LAND AND TIMBER COMPANY INC. IN
 AA2236'BREWTON, ALA 205-867-6185 TO HAVE GATE UNLOCKED AT RIDGE ROAD VOL.
 AA2236'FIRE DEPT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2237 ***********************************************************************
 AA2237  DESIGNATION -  27 41
 AA2237  PID         -  AA2237
 AA2237  STATE/COUNTY-  AL/ESCAMBIA
 AA2237  USGS QUAD   -  ROBERTS (1982)
 AA2237
 AA2237                         *CURRENT SURVEY CONTROL
 AA2237  ___________________________________________________________________
 AA2237* NAD 83(1992)-  31 02 57.61049(N)    086 55 26.75396(W)     ADJUSTED  
 AA2237* NAVD 88     -        92.6    (meters)     304.     (feet)  VERTCON   
 AA2237  ___________________________________________________________________
 AA2237  X           -     293,472.358 (meters)                     COMP
 AA2237  Y           -  -5,461,348.440 (meters)                     COMP
 AA2237  Z           -   3,270,614.565 (meters)                     COMP
 AA2237  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AA2237  ELLIP HEIGHT-          65.22  (meters)          (07/29/02) GPS OBS
 AA2237  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA2237
 AA2237  HORZ ORDER  -  FIRST
 AA2237  ELLP ORDER  -  FOURTH    CLASS I
 AA2237
 AA2237.The horizontal coordinates were established by GPS observations
 AA2237.and adjusted by the National Geodetic Survey in December 1994..
 AA2237
 AA2237.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2237.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2237
 AA2237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2237
 AA2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2237
 AA2237.The ellipsoidal height was determined by GPS observations
 AA2237.and is referenced to NAD 83.
 AA2237
 AA2237.The geoid height was determined by GEOID03.
 AA2237
 AA2237;                    North         East     Units Scale Factor Converg.
 AA2237;SPC AL W     -   116,465.565   654,969.499   MT  0.99997059   +0 17 49.4
 AA2237;UTM  16      - 3,435,072.124   507,242.302   MT  0.99960065   +0 02 20.9
 AA2237
 AA2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2237!SPC AL W     -   0.99998976  x   0.99997059  =   0.99996035
 AA2237!UTM  16      -   0.99998976  x   0.99960065  =   0.99959041
 AA2237
 AA2237:                Primary Azimuth Mark                     Grid Az
 AA2237:SPC AL W     -  27 42                                    001 04 20.0
 AA2237:UTM  16      -  27 42                                    001 19 48.5
 AA2237
 AA2237|---------------------------------------------------------------------|
 AA2237| PID    Reference Object                     Distance      Geod. Az  |
 AA2237|                                                           dddmmss.s |
 AA2237| AA2238 27 42                               APPROX. 0.5 KM 0012209.4 |
 AA2237|---------------------------------------------------------------------|
 AA2237
 AA2237                          SUPERSEDED SURVEY CONTROL
 AA2237
 AA2237  ELLIP H (12/16/94)   65.33   (m)                       GP(       ) 3 2
 AA2237  NGVD 29 (12/16/94)   92.7    (m)          304.     (f) GPS OBS        
 AA2237
 AA2237.Superseded values are not recommended for survey control.
 AA2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2237.See file dsdata.txt to determine how the superseded data were derived.
 AA2237
 AA2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0724235072(NAD 83)
 AA2237_MARKER: DD = SURVEY DISK
 AA2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2237_SP_SET: CONCRETE POST
 AA2237_STAMPING: 27-41 1993
 AA2237_MARK LOGO: ALHD  
 AA2237_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2237+STABILITY: SURFACE MOTION
 AA2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2237+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2237
 AA2237  HISTORY     - Date     Condition        Report By
 AA2237  HISTORY     - 1993     MONUMENTED       ALHD
 AA2237
 AA2237                          STATION DESCRIPTION
 AA2237
 AA2237'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2237'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2237'ESCAMBIA COUNTY ROAD NO. 19, ABOUT 8.00 MI (12.87 KM) EAST-SOUTHEAST
 AA2237'OF RIVERVIEW AND ABOUT 9.55 MI (15.37 KM) EAST-SOUTHEAST OF BREWTON.
 AA2237'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 NORTH AND ALA 41
 AA2237'SOUTH (MILE POST 1.25 ON U.S. 29 AND MILE POST 6.45 ON ALA 41) IN EAST
 AA2237'BREWTON, DRIVE EAST ON U.S. 29 NORTH FOR 8.00 MI (12.87 KM) TO MILE
 AA2237'POST 9.25 AND ESCAMBIA COUNTY ROAD NO. 4 ON THE RIGHT, TURN RIGHT ON
 AA2237'ESCAMBIA COUNTY ROAD NO. 4 AND DRIVE SOUTHEAST FOR 2.40 MI (3.86 KM)
 AA2237'TO ESCAMBIA COUNTY ROAD NO. 19 ON THE RIGHT, TURN RIGHT ON ESCAMBIA
 AA2237'COUNTY ROAD NO. 19 AND DRIVE SOUTH FOR 2.40 MI (3.86 KM) TO THE
 AA2237'STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) EAST OF A FOUR
 AA2237'FOOT HOG WIRE FENCE ON TREATED WOOD POSTS, 21.9 FT (6.7 M) NORTHWEST
 AA2237'OF GRAPHIC CURVE SIGN, 27.9 FT (8.5 M) WEST OF THE CENTERLINE OF
 AA2237'ESCAMBIA COUNTY ROAD NO. 19, 113.3 FT (34.5 M) SOUTH OF TELEPHONE
 AA2237'CABLE PEDESTAL NO. 25, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS
 AA2237'POST, AND SET FLUSH WITH THE GROUND. STATION 27-42 1993 MAY BE USED AS
 AA2237'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2238 ***********************************************************************
 AA2238  DESIGNATION -  27 42
 AA2238  PID         -  AA2238
 AA2238  STATE/COUNTY-  AL/ESCAMBIA
 AA2238  USGS QUAD   -  ROBERTS (1982)
 AA2238
 AA2238                         *CURRENT SURVEY CONTROL
 AA2238  ___________________________________________________________________
 AA2238* NAD 83(1992)-  31 03 14.36675(N)    086 55 26.28873(W)     ADJUSTED  
 AA2238* NAVD 88     -        92.9    (meters)     305.     (feet)  VERTCON   
 AA2238  ___________________________________________________________________
 AA2238  X           -     293,470.404 (meters)                     COMP
 AA2238  Y           -  -5,461,082.199 (meters)                     COMP
 AA2238  Z           -   3,271,056.803 (meters)                     COMP
 AA2238  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 AA2238  ELLIP HEIGHT-          65.48  (meters)          (07/29/02) GPS OBS
 AA2238  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA2238
 AA2238  HORZ ORDER  -  FIRST
 AA2238  ELLP ORDER  -  FOURTH    CLASS I
 AA2238
 AA2238.The horizontal coordinates were established by GPS observations
 AA2238.and adjusted by the National Geodetic Survey in December 1994..
 AA2238
 AA2238.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2238.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2238
 AA2238.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2238
 AA2238.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2238
 AA2238.The ellipsoidal height was determined by GPS observations
 AA2238.and is referenced to NAD 83.
 AA2238
 AA2238.The geoid height was determined by GEOID03.
 AA2238
 AA2238;                    North         East     Units Scale Factor Converg.
 AA2238;SPC AL W     -   116,981.655   654,979.159   MT  0.99997060   +0 17 49.7
 AA2238;UTM  16      - 3,435,587.974   507,254.280   MT  0.99960065   +0 02 21.2
 AA2238
 AA2238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2238!SPC AL W     -   0.99998972  x   0.99997060  =   0.99996032
 AA2238!UTM  16      -   0.99998972  x   0.99960065  =   0.99959037
 AA2238
 AA2238:                Primary Azimuth Mark                     Grid Az
 AA2238:SPC AL W     -  27 41                                    181 04 20.0
 AA2238:UTM  16      -  27 41                                    181 19 48.5
 AA2238
 AA2238|---------------------------------------------------------------------|
 AA2238| PID    Reference Object                     Distance      Geod. Az  |
 AA2238|                                                           dddmmss.s |
 AA2238| AA2237 27 41                               APPROX. 0.5 KM 1812209.7 |
 AA2238|---------------------------------------------------------------------|
 AA2238
 AA2238                          SUPERSEDED SURVEY CONTROL
 AA2238
 AA2238  ELLIP H (12/16/94)   65.58   (m)                       GP(       ) 3 2
 AA2238  NGVD 29 (12/16/94)   92.9    (m)          305.     (f) GPS OBS        
 AA2238
 AA2238.Superseded values are not recommended for survey control.
 AA2238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2238.See file dsdata.txt to determine how the superseded data were derived.
 AA2238
 AA2238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0725435588(NAD 83)
 AA2238_MARKER: DD = SURVEY DISK
 AA2238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2238_SP_SET: CONCRETE POST
 AA2238_STAMPING: 27-42 1993
 AA2238_MARK LOGO: ALHD  
 AA2238_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2238+STABILITY: SURFACE MOTION
 AA2238_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2238+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2238
 AA2238  HISTORY     - Date     Condition        Report By
 AA2238  HISTORY     - 1993     MONUMENTED       ALHD
 AA2238
 AA2238                          STATION DESCRIPTION
 AA2238
 AA2238'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2238'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2238'ESCAMBIA COUNTY ROAD NO. 19, ABOUT 8.10 MI (13.04 KM) EAST-SOUTHEAST
 AA2238'OF RIVERVIEW AND ABOUT 9.50 MI (15.29 KM) EAST-SOUTHEAST OF BREWTON.
 AA2238'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 NORTH AND ALA 41
 AA2238'SOUTH (MILE POST 1.25 ON U.S. 29 AND MILE POST 6.45 ON ALA 41) IN EAST
 AA2238'BREWTON, DRIVE EAST ON U.S. 29 NORTH FOR 8.00 MI (12.87 KM) TO MILE
 AA2238'POST 9.25 AND ESCAMBIA COUNTY ROAD NO. 4 ON THE RIGHT, TURN RIGHT ON
 AA2238'ESCAMBIA COUNTY ROAD NO. 4 AND DRIVE SOUTHEAST FOR 2.40 MI (3.86 KM)
 AA2238'TO ESCAMBIA COUNTY ROAD NO. 19 ON THE RIGHT, TURN RIGHT ON ESCAMBIA
 AA2238'COUNTY ROAD NO. 19 AND DRIVE SOUTH FOR 2.05 MI (3.30 KM) TO THE
 AA2238'STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M) WEST OF A FOUR FOOT
 AA2238'HOG WIRE FENCE ON TREATED WOOD POSTS, 27.8 FT (8.5 M) EAST OF THE
 AA2238'CENTERLINE OF ESCAMBIA COUNTY ROAD NO. 19, 207.0 FT (63.1 M)
 AA2238'NORTH-NORTHWEST OF A POWER POLE, 3.2 FT (1.0 M) WEST OF A CARSONITE
 AA2238'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 27-41 1993 MAY BE
 AA2238'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2239 ***********************************************************************
 AA2239  DESIGNATION -  27 43
 AA2239  PID         -  AA2239
 AA2239  STATE/COUNTY-  AL/ESCAMBIA
 AA2239  USGS QUAD   -  PARKER SPRINGS (1982)
 AA2239
 AA2239                         *CURRENT SURVEY CONTROL
 AA2239  ___________________________________________________________________
 AA2239* NAD 83(1992)-  31 03 43.85507(N)    086 52 15.29625(W)     ADJUSTED  
 AA2239* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 AA2239  ___________________________________________________________________
 AA2239  X           -     298,500.125 (meters)                     COMP
 AA2239  Y           -  -5,460,316.359 (meters)                     COMP
 AA2239  Z           -   3,271,820.352 (meters)                     COMP
 AA2239  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AA2239  ELLIP HEIGHT-          37.51  (meters)          (07/29/02) GPS OBS
 AA2239  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA2239
 AA2239  HORZ ORDER  -  FIRST
 AA2239  ELLP ORDER  -  FOURTH    CLASS I
 AA2239
 AA2239.The horizontal coordinates were established by GPS observations
 AA2239.and adjusted by the National Geodetic Survey in December 1994..
 AA2239
 AA2239.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2239.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2239
 AA2239.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2239
 AA2239.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2239
 AA2239.The ellipsoidal height was determined by GPS observations
 AA2239.and is referenced to NAD 83.
 AA2239
 AA2239.The geoid height was determined by GEOID03.
 AA2239
 AA2239;                    North         East     Units Scale Factor Converg.
 AA2239;SPC AL W     -   117,917.254   660,037.784   MT  0.99997778   +0 19 28.5
 AA2239;UTM  16      - 3,436,500.448   512,315.178   MT  0.99960187   +0 03 59.8
 AA2239
 AA2239!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2239!SPC AL W     -   0.99999411  x   0.99997778  =   0.99997189
 AA2239!UTM  16      -   0.99999411  x   0.99960187  =   0.99959598
 AA2239
 AA2239|---------------------------------------------------------------------|
 AA2239| PID    Reference Object                     Distance      Geod. Az  |
 AA2239|                                                           dddmmss.s |
 AA2239| AA2240 27 44                               395.124 METERS 00419     |
 AA2239|---------------------------------------------------------------------|
 AA2239
 AA2239                          SUPERSEDED SURVEY CONTROL
 AA2239
 AA2239  ELLIP H (12/16/94)   37.61   (m)                       GP(       ) 3 2
 AA2239  NGVD 29 (12/16/94)   64.9    (m)          213.     (f) GPS OBS        
 AA2239
 AA2239.Superseded values are not recommended for survey control.
 AA2239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2239.See file dsdata.txt to determine how the superseded data were derived.
 AA2239
 AA2239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1231536500(NAD 83)
 AA2239_MARKER: DD = SURVEY DISK
 AA2239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2239_SP_SET: CONCRETE POST
 AA2239_STAMPING: 27-43 1993
 AA2239_MARK LOGO: ALHD  
 AA2239_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2239+STABILITY: SURFACE MOTION
 AA2239_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2239+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2239
 AA2239  HISTORY     - Date     Condition        Report By
 AA2239  HISTORY     - 1993     MONUMENTED       ALHD
 AA2239
 AA2239                          STATION DESCRIPTION
 AA2239
 AA2239'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2239'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2239'COUNTY GRAVEL ROAD, ABOUT 10.50 MI (16.90 KM) SOUTHWEST OF DIXIE AND
 AA2239'ABOUT 12.30 MI (19.79 KM) EAST-SOUTHEAST OF BREWTON. TO REACH THE
 AA2239'STATION FROM THE JUNCTION OF U.S. 29 NORTH AND ALA 41 SOUTH (MILE POST
 AA2239'1.25 ON U.S. 29 AND MILE POST 6.45 ON ALA 41) IN EAST BREWTON, DRIVE
 AA2239'EAST ON U.S. 29 NORTH FOR 8.00 MI (12.87 KM) TO MILE POST 9.25 AND
 AA2239'ESCAMBIA COUNTY ROAD NO. 4 ON THE RIGHT, TURN RIGHT ON ESCAMBIA COUNTY
 AA2239'ROAD NO. 4 AND DRIVE SOUTHEAST FOR 4.35 MI (7.00 KM) TO A PAVED COUNTY
 AA2239'ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST
 AA2239'FOR 1.35 MI (2.17 KM) TO A CROSS ROAD WITH A PAVED ROAD LEFT, A CLOSED
 AA2239'GRAVEL ROAD AHEAD, AND A GRAVEL ROAD RIGHT, TURN RIGHT ON THE GRAVEL
 AA2239'ROAD AND DRIVE SOUTH FOR 1.25 MI (2.01 KM) TO THE STATION ON THE
 AA2239'RIGHT. THE STATION IS LOCATED IN A CLEAR CUT AREA, 24.0 FT (7.3 M)
 AA2239'WEST OF THE CENTER OF A GRAVEL ROAD, 124.2 FT (37.9 M) NORTH OF AN
 AA2239'ANGLE POWER POLE WITH THREE GUY WIRES, 1.9 FT (0.6 M) EAST OF A
 AA2239'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 27-44
 AA2239'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2240 ***********************************************************************
 AA2240  DESIGNATION -  27 44
 AA2240  PID         -  AA2240
 AA2240  STATE/COUNTY-  AL/ESCAMBIA
 AA2240  USGS QUAD   -  PARKER SPRINGS (1982)
 AA2240
 AA2240                         *CURRENT SURVEY CONTROL
 AA2240  ___________________________________________________________________
 AA2240* NAD 83(1992)-  31 03 56.64832(N)    086 52 14.17240(W)     ADJUSTED  
 AA2240* NAVD 88     -        59.2    (meters)     194.     (feet)  VERTCON   
 AA2240  ___________________________________________________________________
 AA2240  X           -     298,518.514 (meters)                     COMP
 AA2240  Y           -  -5,460,106.918 (meters)                     COMP
 AA2240  Z           -   3,272,154.945 (meters)                     COMP
 AA2240  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 AA2240  ELLIP HEIGHT-          31.88  (meters)          (07/29/02) GPS OBS
 AA2240  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA2240
 AA2240  HORZ ORDER  -  FIRST
 AA2240  ELLP ORDER  -  FOURTH    CLASS I
 AA2240
 AA2240.The horizontal coordinates were established by GPS observations
 AA2240.and adjusted by the National Geodetic Survey in December 1994..
 AA2240
 AA2240.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2240.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2240
 AA2240.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2240
 AA2240.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2240
 AA2240.The ellipsoidal height was determined by GPS observations
 AA2240.and is referenced to NAD 83.
 AA2240
 AA2240.The geoid height was determined by GEOID03.
 AA2240
 AA2240;                    North         East     Units Scale Factor Converg.
 AA2240;SPC AL W     -   118,311.407   660,065.345   MT  0.99997782   +0 19 29.3
 AA2240;UTM  16      - 3,436,894.324   512,344.502   MT  0.99960188   +0 04 00.4
 AA2240
 AA2240!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2240!SPC AL W     -   0.99999499  x   0.99997782  =   0.99997281
 AA2240!UTM  16      -   0.99999499  x   0.99960188  =   0.99959688
 AA2240
 AA2240|---------------------------------------------------------------------|
 AA2240| PID    Reference Object                     Distance      Geod. Az  |
 AA2240|                                                           dddmmss.s |
 AA2240| AA2239 27 43                               395.124 METERS 18419     |
 AA2240|---------------------------------------------------------------------|
 AA2240
 AA2240                          SUPERSEDED SURVEY CONTROL
 AA2240
 AA2240  ELLIP H (12/16/94)   31.98   (m)                       GP(       ) 3 2
 AA2240  NGVD 29 (12/16/94)   59.2    (m)          194.     (f) GPS OBS        
 AA2240
 AA2240.Superseded values are not recommended for survey control.
 AA2240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2240.See file dsdata.txt to determine how the superseded data were derived.
 AA2240
 AA2240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1234536894(NAD 83)
 AA2240_MARKER: DD = SURVEY DISK
 AA2240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2240_SP_SET: CONCRETE POST
 AA2240_STAMPING: 27-44 1993
 AA2240_MARK LOGO: ALHD  
 AA2240_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2240+STABILITY: SURFACE MOTION
 AA2240_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2240+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2240
 AA2240  HISTORY     - Date     Condition        Report By
 AA2240  HISTORY     - 1993     MONUMENTED       ALHD
 AA2240
 AA2240                          STATION DESCRIPTION
 AA2240
 AA2240'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2240'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2240'A COUNTY GRAVEL ROAD, ABOUT 10.45 MI (16.82 KM) SOUTHWEST OF DIXIE AND
 AA2240'ABOUT 12.20 MI (19.63 KM) EAST-SOUTHEAST OF BREWTON. TO REACH THE
 AA2240'STATION FROM THE JUNCTION OF U.S. 29 NORTH AND ALA 41 SOUTH (MILE POST
 AA2240'1.25 ON U.S. 29 AND MILE POST 6.45 ON ALA 41) IN EAST BREWTON, DRIVE
 AA2240'EAST ON U.S. 29 NORTH FOR 8.00 MI (12.87 KM) TO MILE POST 9.25 AND
 AA2240'ESCAMBIA COUNTY ROAD NO. 4 ON THE RIGHT, TURN RIGHT ON ESCAMBIA COUNTY
 AA2240'ROAD NO. 4 AND DRIVE SOUTHEAST FOR 4.35 MI (7.00 KM) TO A PAVED COUNTY
 AA2240'ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST
 AA2240'FOR 1.35 MI (2.17 KM) TO A CROSS ROAD WITH A PAVED ROAD LEFT, A CLOSED
 AA2240'GRAVEL ROAD AHEAD, AND A GRAVEL ROAD RIGHT, TURN RIGHT ON THE GRAVEL
 AA2240'ROAD AND DRIVE SOUTH FOR 1.00 MI (1.61 KM) TO THE STATION ON THE
 AA2240'RIGHT. THE STATION IS LOCATED IN A CLEAR CUT AREA, 23.5 FT (7.2 M)
 AA2240'WEST-NORTHWEST OF THE CENTER OF A GRAVEL ROAD, 44.5 FT (13.6 M)
 AA2240'NORTH-NORTHEAST OF A POWER POLE WITH TWO GUY WIRES, 1.6 FT (0.5 M)
 AA2240'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2240'STATION 27-43 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2241 ***********************************************************************
 AA2241  DESIGNATION -  27 45
 AA2241  PID         -  AA2241
 AA2241  STATE/COUNTY-  AL/ESCAMBIA
 AA2241  USGS QUAD   -  DIXIE (1981)
 AA2241
 AA2241                         *CURRENT SURVEY CONTROL
 AA2241  ___________________________________________________________________
 AA2241* NAD 83(1992)-  31 08 40.72825(N)    086 43 46.81362(W)     ADJUSTED  
 AA2241* NAVD 88     -        82.6    (meters)     271.     (feet)  VERTCON   
 AA2241  ___________________________________________________________________
 AA2241  X           -     311,691.380 (meters)                     COMP
 AA2241  Y           -  -5,454,863.871 (meters)                     COMP
 AA2241  Z           -   3,279,658.272 (meters)                     COMP
 AA2241  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AA2241  ELLIP HEIGHT-          55.55  (meters)          (07/29/02) GPS OBS
 AA2241  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AA2241
 AA2241  HORZ ORDER  -  FIRST
 AA2241  ELLP ORDER  -  FOURTH    CLASS I
 AA2241
 AA2241.The horizontal coordinates were established by GPS observations
 AA2241.and adjusted by the National Geodetic Survey in December 1994..
 AA2241
 AA2241.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2241.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2241
 AA2241.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2241
 AA2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2241
 AA2241.The ellipsoidal height was determined by GPS observations
 AA2241.and is referenced to NAD 83.
 AA2241
 AA2241.The geoid height was determined by GEOID03.
 AA2241
 AA2241;                    North         East     Units Scale Factor Converg.
 AA2241;SPC AL W     -   127,144.950   673,454.612   MT  0.99999986   +0 23 54.4
 AA2241;UTM  16      - 3,445,664.045   525,768.305   MT  0.99960819   +0 08 23.3
 AA2241
 AA2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2241!SPC AL W     -   0.99999128  x   0.99999986  =   0.99999114
 AA2241!UTM  16      -   0.99999128  x   0.99960819  =   0.99959947
 AA2241
 AA2241:                Primary Azimuth Mark                     Grid Az
 AA2241:SPC AL W     -  27 46                                    090 36 19.0
 AA2241:UTM  16      -  27 46                                    090 51 50.1
 AA2241
 AA2241|---------------------------------------------------------------------|
 AA2241| PID    Reference Object                     Distance      Geod. Az  |
 AA2241|                                                           dddmmss.s |
 AA2241| AA2242 27 46                               456.391 METERS 0910013.4 |
 AA2241|---------------------------------------------------------------------|
 AA2241
 AA2241                          SUPERSEDED SURVEY CONTROL
 AA2241
 AA2241  ELLIP H (12/16/94)   55.63   (m)                       GP(       ) 3 2
 AA2241  NGVD 29 (12/16/94)   82.7    (m)          271.     (f) GPS OBS        
 AA2241
 AA2241.Superseded values are not recommended for survey control.
 AA2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2241.See file dsdata.txt to determine how the superseded data were derived.
 AA2241
 AA2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2576845664(NAD 83)
 AA2241_MARKER: DD = SURVEY DISK
 AA2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2241_SP_SET: CONCRETE POST
 AA2241_STAMPING: 27-45 1993
 AA2241_MARK LOGO: ALHD  
 AA2241_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2241+STABILITY: SURFACE MOTION
 AA2241_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2241+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2241
 AA2241  HISTORY     - Date     Condition        Report By
 AA2241  HISTORY     - 1993     MONUMENTED       ALHD
 AA2241
 AA2241                          STATION DESCRIPTION
 AA2241
 AA2241'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2241'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2241'U.S. 29, ABOUT 0.50 MI (0.80 KM) WEST OF DIXIE AND ABOUT 20.55 MI
 AA2241'(33.07 KM) EAST-NORTHEAST OF BREWTON. TO REACH THE STATION FROM THE
 AA2241'JUNCTION OF U.S. 29 NORTH AND ALA 41 SOUTH (MILE POST 1.25 ON U.S. 29
 AA2241'AND MILE POST 6.45 ON ALA 41) IN EAST BREWTON, DRIVE EAST ON U.S. 29
 AA2241'NORTH FOR 23.10 MI (37.17 KM) TO MILE POST 24.35 AND THE STATION ON
 AA2241'THE LEFT. THE STATION IS 16.0 FT (4.9 M) EAST-NORTHEAST OF THE EAST
 AA2241'END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A FIELD ROAD, 34.4 FT
 AA2241'(10.5 M) NORTH OF THE CENTERLINE OF U.S. 29, 78.2 FT (23.8 M)
 AA2241'NORTH-NORTHWEST OF A FENCE CORNER ACROSS THE ROAD, 119.0 FT (36.3 M)
 AA2241'NORTHWEST OF A POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 1.7 FT
 AA2241'(0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2241'GROUND. STATION 27-46 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2242 ***********************************************************************
 AA2242  DESIGNATION -  27 46
 AA2242  PID         -  AA2242
 AA2242  STATE/COUNTY-  AL/ESCAMBIA
 AA2242  USGS QUAD   -  DIXIE (1981)
 AA2242
 AA2242                         *CURRENT SURVEY CONTROL
 AA2242  ___________________________________________________________________
 AA2242* NAD 83(1992)-  31 08 40.46834(N)    086 43 29.58671(W)     ADJUSTED  
 AA2242* NAVD 88     -        76.0    (meters)     249.     (feet)  VERTCON   
 AA2242  ___________________________________________________________________
 AA2242  X           -     312,146.872 (meters)                     COMP
 AA2242  Y           -  -5,454,836.271 (meters)                     COMP
 AA2242  Z           -   3,279,647.982 (meters)                     COMP
 AA2242  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 AA2242  ELLIP HEIGHT-          48.90  (meters)          (07/29/02) GPS OBS
 AA2242  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AA2242
 AA2242  HORZ ORDER  -  FIRST
 AA2242  ELLP ORDER  -  FOURTH    CLASS I
 AA2242
 AA2242.The horizontal coordinates were established by GPS observations
 AA2242.and adjusted by the National Geodetic Survey in December 1994..
 AA2242
 AA2242.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2242.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2242
 AA2242.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2242
 AA2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2242
 AA2242.The ellipsoidal height was determined by GPS observations
 AA2242.and is referenced to NAD 83.
 AA2242
 AA2242.The geoid height was determined by GEOID03.
 AA2242
 AA2242;                    North         East     Units Scale Factor Converg.
 AA2242;SPC AL W     -   127,140.129   673,910.978   MT  1.00000069   +0 24 03.3
 AA2242;UTM  16      - 3,445,657.167   526,224.466   MT  0.99960848   +0 08 32.2
 AA2242
 AA2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2242!SPC AL W     -   0.99999232  x   1.00000069  =   0.99999301
 AA2242!UTM  16      -   0.99999232  x   0.99960848  =   0.99960080
 AA2242
 AA2242:                Primary Azimuth Mark                     Grid Az
 AA2242:SPC AL W     -  27 45                                    270 36 19.0
 AA2242:UTM  16      -  27 45                                    270 51 50.1
 AA2242
 AA2242|---------------------------------------------------------------------|
 AA2242| PID    Reference Object                     Distance      Geod. Az  |
 AA2242|                                                           dddmmss.s |
 AA2242| AA2241 27 45                               456.391 METERS 2710022.3 |
 AA2242|---------------------------------------------------------------------|
 AA2242
 AA2242                          SUPERSEDED SURVEY CONTROL
 AA2242
 AA2242  ELLIP H (12/16/94)   48.99   (m)                       GP(       ) 3 2
 AA2242  NGVD 29 (12/16/94)   76.0    (m)          249.     (f) GPS OBS        
 AA2242
 AA2242.Superseded values are not recommended for survey control.
 AA2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2242.See file dsdata.txt to determine how the superseded data were derived.
 AA2242
 AA2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2622445657(NAD 83)
 AA2242_MARKER: DD = SURVEY DISK
 AA2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2242_SP_SET: CONCRETE POST
 AA2242_STAMPING: 27-46 1993
 AA2242_MARK LOGO: ALHD  
 AA2242_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2242+STABILITY: SURFACE MOTION
 AA2242_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2242+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2242
 AA2242  HISTORY     - Date     Condition        Report By
 AA2242  HISTORY     - 1993     MONUMENTED       ALHD
 AA2242
 AA2242                          STATION DESCRIPTION
 AA2242
 AA2242'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2242'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2242'U.S. 29, ABOUT 0.20 MI (0.32 KM) WEST OF DIXIE AND ABOUT 20.85 MI
 AA2242'(33.55 KM) EAST-NORTHEAST OF BREWTON. TO REACH THE STATION FROM THE
 AA2242'JUNCTION OF U.S. 29 NORTH AND ALA 41 SOUTH (MILE POST 1.25 ON U.S. 29
 AA2242'AND MILE POST 6.45 ON ALA 41) IN EAST BREWTON, DRIVE EAST ON U.S. 29
 AA2242'NORTH FOR 23.40 MI (37.66 KM) TO MILE POST 24.65 AND THE STATION ON
 AA2242'THE LEFT. THE STATION IS 39.0 FT (11.9 M) NORTH OF THE CENTERLINE OF
 AA2242'U.S. 29, 118.1 FT (36.0 M) EAST OF A POWER POLE, 146.7 FT (44.7 M)
 AA2242'EAST-NORTHEAST OF AN AMBER THREE REFLECTOR SIGN, 147.1 FT (44.8 M)
 AA2242'EAST-NORTHEAST OF THE EAST END OF THE NORTH HEADWALL OF A FOUR BY SIX
 AA2242'FOOT CONCRETE CULVERT UNDER U.S. 29, 195.6 FT (59.6 M) EAST-NORTHEAST
 AA2242'OF AN ESCAMBIA COUNTY 11 DIRECTIONAL SIGN, APPROXIMATELY 300 FT (91.4
 AA2242'M) WEST OF DIXIE UNITED METHODIST CHURCH, 1.7 FT (0.5 M) SOUTH OF A
 AA2242'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 27-45
 AA2242'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2243 ***********************************************************************
 AA2243  DESIGNATION -  27 47
 AA2243  PID         -  AA2243
 AA2243  STATE/COUNTY-  AL/ESCAMBIA
 AA2243  USGS QUAD   -  DAMASCUS (1982)
 AA2243
 AA2243                         *CURRENT SURVEY CONTROL
 AA2243  ___________________________________________________________________
 AA2243* NAD 83(1992)-  31 13 54.14173(N)    086 50 06.33260(W)     ADJUSTED  
 AA2243* NAVD 88     -        81.3    (meters)     267.     (feet)  VERTCON   
 AA2243  ___________________________________________________________________
 AA2243  X           -     301,378.081 (meters)                     COMP
 AA2243  Y           -  -5,450,435.833 (meters)                     COMP
 AA2243  Z           -   3,287,914.970 (meters)                     COMP
 AA2243  LAPLACE CORR-           2.31  (seconds)                    DEFLEC99
 AA2243  ELLIP HEIGHT-          53.99  (meters)          (07/29/02) GPS OBS
 AA2243  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA2243
 AA2243  HORZ ORDER  -  FIRST
 AA2243  ELLP ORDER  -  FOURTH    CLASS I
 AA2243
 AA2243.The horizontal coordinates were established by GPS observations
 AA2243.and adjusted by the National Geodetic Survey in December 1994..
 AA2243
 AA2243.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2243.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2243
 AA2243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2243
 AA2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2243
 AA2243.The ellipsoidal height was determined by GPS observations
 AA2243.and is referenced to NAD 83.
 AA2243
 AA2243.The geoid height was determined by GEOID03.
 AA2243
 AA2243;                    North         East     Units Scale Factor Converg.
 AA2243;SPC AL W     -   136,731.987   663,343.889   MT  0.99998281   +0 20 41.2
 AA2243;UTM  16      - 3,455,292.963   515,704.896   MT  0.99960304   +0 05 07.8
 AA2243
 AA2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2243!SPC AL W     -   0.99999152  x   0.99998281  =   0.99997433
 AA2243!UTM  16      -   0.99999152  x   0.99960304  =   0.99959457
 AA2243
 AA2243:                Primary Azimuth Mark                     Grid Az
 AA2243:SPC AL W     -  27 48                                    073 47 48.5
 AA2243:UTM  16      -  27 48                                    074 03 21.9
 AA2243
 AA2243|---------------------------------------------------------------------|
 AA2243| PID    Reference Object                     Distance      Geod. Az  |
 AA2243|                                                           dddmmss.s |
 AA2243| AA2244 27 48                               427.295 METERS 0740829.7 |
 AA2243|---------------------------------------------------------------------|
 AA2243
 AA2243                          SUPERSEDED SURVEY CONTROL
 AA2243
 AA2243  ELLIP H (12/16/94)   54.09   (m)                       GP(       ) 3 2
 AA2243  NGVD 29 (12/16/94)   81.3    (m)          267.     (f) GPS OBS        
 AA2243
 AA2243.Superseded values are not recommended for survey control.
 AA2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2243.See file dsdata.txt to determine how the superseded data were derived.
 AA2243
 AA2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1570555293(NAD 83)
 AA2243_MARKER: DD = SURVEY DISK
 AA2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2243_SP_SET: CONCRETE POST
 AA2243_STAMPING: 27-47 1993
 AA2243_MARK LOGO: ALHD  
 AA2243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2243+STABILITY: SURFACE MOTION
 AA2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2243+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2243
 AA2243  HISTORY     - Date     Condition        Report By
 AA2243  HISTORY     - 1993     MONUMENTED       ALHD
 AA2243
 AA2243                          STATION DESCRIPTION
 AA2243
 AA2243'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2243'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTHWEST RIGHT OF
 AA2243'WAY OF ESCAMBIA COUNTY ROAD NO. 69, ABOUT 9.00 MI (14.48 KM) NORTHWEST
 AA2243'OF DIXIE AND ABOUT 16.65 MI (26.79 KM) NORTHEAST OF BREWTON. TO REACH
 AA2243'THE STATION FROM EXIT 83 ON I-65, DRIVE SOUTHEAST AND EAST ON CONECUH
 AA2243'COUNTY ROAD NO. 6 FOR 7.65 MI (12.31 KM) TO U.S. 31 LEFT AND RIGHT IN
 AA2243'CASTLEBERRY, CONTINUE EAST ON CONECUH COUNTY ROAD NO. 6 FOR 15.45 MI
 AA2243'(24.86 KM) TO CONECUH COUNTY ROAD NO. 69 ON THE RIGHT, TURN RIGHT ON
 AA2243'CONECUH COUNTY ROAD NO. 69 AND DRIVE SOUTHWEST FOR 0.75 MI (1.21 KM)
 AA2243'TO THE CONECUH - ESCAMBIA COUNTY LINE, CONTINUE SOUTHWEST ON ESCAMBIA
 AA2243'COUNTY ROAD NO. 69 FOR 3.40 MI (5.47 KM) TO THE STATION ON THE RIGHT.
 AA2243'THE STATION IS 2.8 FT (0.9 M) SOUTHEAST OF A FOUR FOOT HOG WIRE FENCE
 AA2243'ON OLD WOOD POSTS, 39.1 FT (11.9 M) NORTHWEST OF THE CENTERLINE OF
 AA2243'ESCAMBIA COUNTY ROAD NO. 69, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE
 AA2243'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 27-48 1993 MAY BE
 AA2243'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2244 ***********************************************************************
 AA2244  DESIGNATION -  27 48
 AA2244  PID         -  AA2244
 AA2244  STATE/COUNTY-  AL/ESCAMBIA
 AA2244  USGS QUAD   -  DAMASCUS (1982)
 AA2244
 AA2244                         *CURRENT SURVEY CONTROL
 AA2244  ___________________________________________________________________
 AA2244* NAD 83(1992)-  31 13 57.93271(N)    086 49 50.80102(W)     ADJUSTED  
 AA2244* NAVD 88     -        79.3    (meters)     260.     (feet)  VERTCON   
 AA2244  ___________________________________________________________________
 AA2244  X           -     301,785.054 (meters)                     COMP
 AA2244  Y           -  -5,450,351.005 (meters)                     COMP
 AA2244  Z           -   3,288,013.789 (meters)                     COMP
 AA2244  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 AA2244  ELLIP HEIGHT-          52.03  (meters)          (07/29/02) GPS OBS
 AA2244  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AA2244
 AA2244  HORZ ORDER  -  FIRST
 AA2244  ELLP ORDER  -  FOURTH    CLASS I
 AA2244
 AA2244.The horizontal coordinates were established by GPS observations
 AA2244.and adjusted by the National Geodetic Survey in December 1994..
 AA2244
 AA2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2244
 AA2244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2244
 AA2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2244
 AA2244.The ellipsoidal height was determined by GPS observations
 AA2244.and is referenced to NAD 83.
 AA2244
 AA2244.The geoid height was determined by GEOID03.
 AA2244
 AA2244;                    North         East     Units Scale Factor Converg.
 AA2244;SPC AL W     -   136,851.220   663,754.205   MT  0.99998345   +0 20 49.3
 AA2244;UTM  16      - 3,455,410.293   516,115.591   MT  0.99960320   +0 05 15.9
 AA2244
 AA2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2244!SPC AL W     -   0.99999183  x   0.99998345  =   0.99997528
 AA2244!UTM  16      -   0.99999183  x   0.99960320  =   0.99959503
 AA2244
 AA2244:                Primary Azimuth Mark                     Grid Az
 AA2244:SPC AL W     -  27 47                                    253 47 48.4
 AA2244:UTM  16      -  27 47                                    254 03 21.8
 AA2244
 AA2244|---------------------------------------------------------------------|
 AA2244| PID    Reference Object                     Distance      Geod. Az  |
 AA2244|                                                           dddmmss.s |
 AA2244| AA2243 27 47                               427.295 METERS 2540837.7 |
 AA2244|---------------------------------------------------------------------|
 AA2244
 AA2244                          SUPERSEDED SURVEY CONTROL
 AA2244
 AA2244  ELLIP H (12/16/94)   52.13   (m)                       GP(       ) 3 2
 AA2244  NGVD 29 (12/16/94)   79.4    (m)          260.     (f) GPS OBS        
 AA2244
 AA2244.Superseded values are not recommended for survey control.
 AA2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2244.See file dsdata.txt to determine how the superseded data were derived.
 AA2244
 AA2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1611655410(NAD 83)
 AA2244_MARKER: DD = SURVEY DISK
 AA2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2244_SP_SET: CONCRETE POST
 AA2244_STAMPING: 27-48 1993
 AA2244_MARK LOGO: ALHD  
 AA2244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2244+STABILITY: SURFACE MOTION
 AA2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2244+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2244
 AA2244  HISTORY     - Date     Condition        Report By
 AA2244  HISTORY     - 1993     MONUMENTED       ALHD
 AA2244
 AA2244                          STATION DESCRIPTION
 AA2244
 AA2244'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2244'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2244'ESCAMBIA COUNTY ROAD NO. 69, ABOUT 8.75 MI (14.08 KM) NORTHWEST OF
 AA2244'DIXIE AND ABOUT 16.90 MI (27.20 KM) NORTHEAST OF BREWTON. TO REACH THE
 AA2244'STATION FROM EXIT 83 ON I-65, DRIVE SOUTHEAST AND EAST ON CONECUH
 AA2244'COUNTY ROAD NO. 6 FOR 7.65 MI (12.31 KM) TO U.S. 31 LEFT AND RIGHT IN
 AA2244'CASTLEBERRY, CONTINUE EAST ON CONECUH COUNTY ROAD NO. 6 FOR 15.45 MI
 AA2244'(24.86 KM) TO CONECUH COUNTY ROAD NO. 69 ON THE RIGHT, TURN RIGHT ON
 AA2244'CONECUH COUNTY ROAD NO. 69 AND DRIVE SOUTHWEST FOR 0.75 MI (1.21 KM)
 AA2244'TO THE CONECUH - ESCAMBIA COUNTY LINE, CONTINUE SOUTHWEST ON ESCAMBIA
 AA2244'COUNTY ROAD NO. 69 FOR 3.10 MI (4.99 KM) TO THE STATION ON THE LEFT.
 AA2244'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FOUR FOOT HOG WIRE
 AA2244'FENCE WITH ONE STRAND OF BARBED WIRE ON OLD WOOD POSTS, 38.0 FT (11.6
 AA2244'M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ESCAMBIA COUNTY ROAD NO. 69,
 AA2244'84.7 FT (25.8 M) EAST-NORTHEAST OF A POWER POLE, 3.1 FT (0.9 M) NORTH
 AA2244'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2244'27-47 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2043 ***********************************************************************
 BU2043  DESIGNATION -  27 5
 BU2043  PID         -  BU2043
 BU2043  STATE/COUNTY-  AL/ESCAMBIA
 BU2043  USGS QUAD   -  DAMASCUS (1982)
 BU2043
 BU2043                         *CURRENT SURVEY CONTROL
 BU2043  ___________________________________________________________________
 BU2043* NAD 83(1992)-  31 09 41.40434(N)    086 48 56.07582(W)     ADJUSTED  
 BU2043* NAVD 88     -        40.0    (meters)     131.     (feet)  VERTCON   
 BU2043  ___________________________________________________________________
 BU2043  X           -     303,456.572 (meters)                     COMP
 BU2043  Y           -  -5,454,323.300 (meters)                     COMP
 BU2043  Z           -   3,281,235.363 (meters)                     COMP
 BU2043  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 BU2043  ELLIP HEIGHT-          12.79  (meters)          (07/29/02) GPS OBS
 BU2043  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BU2043
 BU2043  HORZ ORDER  -  FIRST
 BU2043  ELLP ORDER  -  FOURTH    CLASS I
 BU2043
 BU2043.The horizontal coordinates were established by GPS observations
 BU2043.and adjusted by the National Geodetic Survey in December 1992..
 BU2043
 BU2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2043
 BU2043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2043
 BU2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2043
 BU2043.The ellipsoidal height was determined by GPS observations
 BU2043.and is referenced to NAD 83.
 BU2043
 BU2043.The geoid height was determined by GEOID03.
 BU2043
 BU2043;                    North         East     Units Scale Factor Converg.
 BU2043;SPC AL W     -   128,959.789   665,251.305   MT  0.99998583   +0 21 15.0
 BU2043;UTM  16      - 3,447,515.185   517,576.446   MT  0.99960381   +0 05 43.5
 BU2043
 BU2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2043!SPC AL W     -   0.99999799  x   0.99998583  =   0.99998382
 BU2043!UTM  16      -   0.99999799  x   0.99960381  =   0.99960180
 BU2043
 BU2043                          SUPERSEDED SURVEY CONTROL
 BU2043
 BU2043  ELLIP H (12/04/92)   12.87   (m)                       GP(       ) 4 1
 BU2043  NAD 83(1992)-  31 09 41.41601(N)    086 48 56.07664(W) AD(       ) 1
 BU2043  NGVD 29 (12/04/92)   40.1    (m)          132.     (f) GPS OBS        
 BU2043
 BU2043.Superseded values are not recommended for survey control.
 BU2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2043.See file dsdata.txt to determine how the superseded data were derived.
 BU2043
 BU2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1757647515(NAD 83)
 BU2043_MARKER: DD = SURVEY DISK
 BU2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2043_SP_SET: CONCRETE POST
 BU2043_STAMPING: 27-5 1990
 BU2043_MARK LOGO: ALHD  
 BU2043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2043+STABILITY: SURFACE MOTION
 BU2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2043+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 BU2043
 BU2043  HISTORY     - Date     Condition        Report By
 BU2043  HISTORY     - 1990     MONUMENTED       ALHD
 BU2043  HISTORY     - 19910109 GOOD
 BU2043
 BU2043                          STATION DESCRIPTION
 BU2043
 BU2043'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2043'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2043'U. S. 29, ABOUT 15.70 MI (25.27 KM) EAST - NORTHEAST OF BREWTON AND
 BU2043'ABOUT 16.00 MI (25.75 KM) EAST - NORTHEAST OF RIVERVIEW.
 BU2043'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ALA 41, MILE
 BU2043'POST 1.30 ON U. S. 29, IN EAST BREWTON, DRIVE NORTH ON U. S. 29 18.7
 BU2043'MI (30.1 KM) TO MILE POST 19.00 AND THE STATION ON THE LEFT.
 BU2043'THE STATION IS 15.29 FT (4.66 M) EAST - NORTHEAST OF THE WEST ONE OF
 BU2043'TWO STEEL PIPES DRIVEN INTO THE GROUND, 54.00 FT (16.46 M) NORTH -
 BU2043'NORTHWEST OF THE CENTERLINE OF U. S. 29, 89.21 FT (27.19 M) NORTHEAST
 BU2043'OF A TRANSFORMER POWER POLE, FT SOUTH - SOUTHEAST OF A CARSONITE
 BU2043'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2043'STATION 27 - 6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2043
 BU2043                          STATION RECOVERY (1991)
 BU2043
 BU2043'RECOVERED 1991
 BU2043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2044 ***********************************************************************
 BU2044  DESIGNATION -  27 6
 BU2044  PID         -  BU2044
 BU2044  STATE/COUNTY-  AL/ESCAMBIA
 BU2044  USGS QUAD   -  DAMASCUS (1982)
 BU2044
 BU2044                         *CURRENT SURVEY CONTROL
 BU2044  ___________________________________________________________________
 BU2044* NAD 83(1992)-  31 09 50.94786(N)    086 48 29.30383(W)     ADJUSTED  
 BU2044* NAVD 88     -        39.4    (meters)     129.     (feet)  VERTCON   
 BU2044  ___________________________________________________________________
 BU2044  X           -     304,156.010 (meters)                     COMP
 BU2044  Y           -  -5,454,131.452 (meters)                     COMP
 BU2044  Z           -   3,281,486.535 (meters)                     COMP
 BU2044  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 BU2044  ELLIP HEIGHT-          12.14  (meters)          (07/29/02) GPS OBS
 BU2044  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BU2044
 BU2044  HORZ ORDER  -  FIRST
 BU2044  ELLP ORDER  -  FOURTH    CLASS I
 BU2044
 BU2044.The horizontal coordinates were established by GPS observations
 BU2044.and adjusted by the National Geodetic Survey in December 1992..
 BU2044
 BU2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2044
 BU2044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2044
 BU2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2044
 BU2044.The ellipsoidal height was determined by GPS observations
 BU2044.and is referenced to NAD 83.
 BU2044
 BU2044.The geoid height was determined by GEOID03.
 BU2044
 BU2044;                    North         East     Units Scale Factor Converg.
 BU2044;SPC AL W     -   129,258.106   665,958.479   MT  0.99998698   +0 21 29.0
 BU2044;UTM  16      - 3,447,810.193   518,284.689   MT  0.99960412   +0 05 57.4
 BU2044
 BU2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2044!SPC AL W     -   0.99999809  x   0.99998698  =   0.99998507
 BU2044!UTM  16      -   0.99999809  x   0.99960412  =   0.99960221
 BU2044
 BU2044                          SUPERSEDED SURVEY CONTROL
 BU2044
 BU2044  ELLIP H (12/04/92)   12.22   (m)                       GP(       ) 4 1
 BU2044  NAD 83(1992)-  31 09 50.95954(N)    086 48 29.30465(W) AD(       ) 1
 BU2044  NGVD 29 (12/04/92)   39.4    (m)          129.     (f) GPS OBS        
 BU2044
 BU2044.Superseded values are not recommended for survey control.
 BU2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2044.See file dsdata.txt to determine how the superseded data were derived.
 BU2044
 BU2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1828547810(NAD 83)
 BU2044_MARKER: DD = SURVEY DISK
 BU2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2044_SP_SET: CONCRETE POST
 BU2044_STAMPING: 27-6 1990
 BU2044_MARK LOGO: ALHD  
 BU2044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2044+STABILITY: SURFACE MOTION
 BU2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2044+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1991
 BU2044
 BU2044  HISTORY     - Date     Condition        Report By
 BU2044  HISTORY     - 1990     MONUMENTED       ALHD
 BU2044  HISTORY     - 19910109 GOOD
 BU2044
 BU2044                          STATION DESCRIPTION
 BU2044
 BU2044'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2044'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2044'U. S. 29, ABOUT 16.20 MI (26.07 KM) EAST - NORTHEAST OF BREWTON AND
 BU2044'ABOUT 16.50 MI (26.55 KM) EAST - NORTHEAST OF RIVERVIEW.
 BU2044'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ALA 41, MILE
 BU2044'POST 1.30 ON U. S. 29, IN EAST BREWTON, DRIVE NORTH ON U. S. 29 29.29
 BU2044'18.20 MI (29.29 KM) TO MILE POST 19.50 AND THE STATION ON THE LEFT.
 BU2044'THE STATION IS 85.99 FT (26.21 M) NORTH - NORTHWEST OF THE CENTERLINE
 BU2044'OF U. S. 29, 115.19 FT (35.11 M) NORTHWEST OF THE WEST ONE OF TWO
 BU2044'MAIL BOXES ACROSS U. S. 29, 119.49 FT (36.42 M) EAST - NORTHEAST OF A
 BU2044'JUNCTION POWER POLE, 2.69 FT (0.82 M) SOUTHEAST OF A CARSONITE
 BU2044'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2044'STATION 27 - 5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2044
 BU2044                          STATION RECOVERY (1991)
 BU2044
 BU2044'RECOVERED 1991
 BU2044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2045 ***********************************************************************
 BU2045  DESIGNATION -  27 7
 BU2045  PID         -  BU2045
 BU2045  STATE/COUNTY-  AL/ESCAMBIA
 BU2045  USGS QUAD   -  BREWTON SOUTH (1986)
 BU2045
 BU2045                         *CURRENT SURVEY CONTROL
 BU2045  ___________________________________________________________________
 BU2045* NAD 83(1992)-  31 05 16.45457(N)    087 03 37.25028(W)     ADJUSTED  
 BU2045* NAVD 88     -        31.8    (meters)     104.     (feet)  VERTCON   
 BU2045  ___________________________________________________________________
 BU2045  X           -     280,368.638 (meters)                     COMP
 BU2045  Y           -  -5,459,774.815 (meters)                     COMP
 BU2045  Z           -   3,274,245.708 (meters)                     COMP
 BU2045  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BU2045  ELLIP HEIGHT-           4.15  (meters)          (07/29/02) GPS OBS
 BU2045  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BU2045
 BU2045  HORZ ORDER  -  FIRST
 BU2045  ELLP ORDER  -  FOURTH    CLASS I
 BU2045
 BU2045.The horizontal coordinates were established by GPS observations
 BU2045.and adjusted by the National Geodetic Survey in December 1992..
 BU2045
 BU2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2045
 BU2045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2045
 BU2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2045
 BU2045.The ellipsoidal height was determined by GPS observations
 BU2045.and is referenced to NAD 83.
 BU2045
 BU2045.The geoid height was determined by GEOID03.
 BU2045
 BU2045;                    North         East     Units Scale Factor Converg.
 BU2045;SPC AL W     -   120,681.929   641,947.538   MT  0.99995503   +0 13 37.3
 BU2045;UTM  16      - 3,439,345.542   494,244.172   MT  0.99960041   -0 01 52.2
 BU2045
 BU2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2045!SPC AL W     -   0.99999935  x   0.99995503  =   0.99995438
 BU2045!UTM  16      -   0.99999935  x   0.99960041  =   0.99959976
 BU2045
 BU2045:                Primary Azimuth Mark                     Grid Az
 BU2045:SPC AL W     -  27 8                                     348 42 15.5
 BU2045:UTM  16      -  27 8                                     348 57 45.0
 BU2045
 BU2045|---------------------------------------------------------------------|
 BU2045| PID    Reference Object                     Distance      Geod. Az  |
 BU2045|                                                           dddmmss.s |
 BU2045| BU2046 27 8                                499.045 METERS 3485552.8 |
 BU2045|---------------------------------------------------------------------|
 BU2045
 BU2045                          SUPERSEDED SURVEY CONTROL
 BU2045
 BU2045  ELLIP H (12/04/92)    4.26   (m)                       GP(       ) 4 1
 BU2045  NAD 83(1992)-  31 05 16.46165(N)    087 03 37.25106(W) AD(       ) 1
 BU2045  NGVD 29 (12/04/92)   31.8    (m)          104.     (f) GPS OBS        
 BU2045
 BU2045.Superseded values are not recommended for survey control.
 BU2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2045.See file dsdata.txt to determine how the superseded data were derived.
 BU2045
 BU2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9424439346(NAD 83)
 BU2045_MARKER: DD = SURVEY DISK
 BU2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2045_SP_SET: CONCRETE POST
 BU2045_STAMPING: 27-7 1990
 BU2045_MARK LOGO: ALHD  
 BU2045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2045+STABILITY: SURFACE MOTION
 BU2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2045+SATELLITE: SATELLITE OBSERVATIONS - January 10, 1991
 BU2045
 BU2045  HISTORY     - Date     Condition        Report By
 BU2045  HISTORY     - 1990     MONUMENTED       ALHD
 BU2045  HISTORY     - 19910110 GOOD
 BU2045
 BU2045                          STATION DESCRIPTION
 BU2045
 BU2045'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2045'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE WEST RIGHT OF WAY OF
 BU2045'ALA 41 IN EAST BREWTON.
 BU2045'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ALA 41, MILE
 BU2045'POST 6.50 ON ALA 41, DRIVE SOUTH ON ALA 41 0.10 MI (0.16 KM) TO MILE
 BU2045'POST 6.40 AND THE STATION ON THE RIGHT.
 BU2045'THE STATION IS 28.22 FT (8.60 M) NORTH - NORTHWEST OF THE NORTH END OF
 BU2045'AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY, 29.20 FT (8.90 M) NORTH OF
 BU2045'A POWER POLE WITH TWO TRANSFORMERS, A STREET LIGHT AND TELEPHONE
 BU2045'CABLE, 33.50 FT (10.21 M) SOUTH - SOUTHWEST OF THE WEST END OF AN 18
 BU2045'INCH CONCRETE PIPE UNDER ALA 41, 40.58 FT (12.37 M) WEST - SOUTHWEST
 BU2045'OF THE CENTERLINE OF ALA 41, 62.50 FT (19.05 M) SOUTH OF THE SOUTH
 BU2045'END OF AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY, 74.41 FT (22.68 M)
 BU2045'NORTH - NORTHWEST OF A FIRE HYDRANT, 2.79 FT (0.85 M) NORTHEAST OF A
 BU2045'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2045'STATION 27 - 8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2045
 BU2045                          STATION RECOVERY (1991)
 BU2045
 BU2045'RECOVERED 1991
 BU2045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2046 ***********************************************************************
 BU2046  DESIGNATION -  27 8
 BU2046  PID         -  BU2046
 BU2046  STATE/COUNTY-  AL/ESCAMBIA
 BU2046  USGS QUAD   -  BREWTON SOUTH (1986)
 BU2046
 BU2046                         *CURRENT SURVEY CONTROL
 BU2046  ___________________________________________________________________
 BU2046* NAD 83(1992)-  31 05 32.35719(N)    087 03 40.86526(W)     ADJUSTED  
 BU2046* NAVD 88     -        32.9    (meters)     108.     (feet)  VERTCON   
 BU2046  ___________________________________________________________________
 BU2046  X           -     280,260.032 (meters)                     COMP
 BU2046  Y           -  -5,459,528.087 (meters)                     COMP
 BU2046  Z           -   3,274,665.681 (meters)                     COMP
 BU2046  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BU2046  ELLIP HEIGHT-           5.24  (meters)          (07/29/02) GPS OBS
 BU2046  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BU2046
 BU2046  HORZ ORDER  -  FIRST
 BU2046  ELLP ORDER  -  FOURTH    CLASS I
 BU2046
 BU2046.The horizontal coordinates were established by GPS observations
 BU2046.and adjusted by the National Geodetic Survey in December 1992..
 BU2046
 BU2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2046
 BU2046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2046
 BU2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2046
 BU2046.The ellipsoidal height was determined by GPS observations
 BU2046.and is referenced to NAD 83.
 BU2046
 BU2046.The geoid height was determined by GEOID03.
 BU2046
 BU2046;                    North         East     Units Scale Factor Converg.
 BU2046;SPC AL W     -   121,171.285   641,849.793   MT  0.99995493   +0 13 35.5
 BU2046;UTM  16      - 3,439,835.159   494,148.667   MT  0.99960042   -0 01 54.1
 BU2046
 BU2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2046!SPC AL W     -   0.99999918  x   0.99995493  =   0.99995411
 BU2046!UTM  16      -   0.99999918  x   0.99960042  =   0.99959960
 BU2046
 BU2046:                Primary Azimuth Mark                     Grid Az
 BU2046:SPC AL W     -  27 7                                     168 42 15.5
 BU2046:UTM  16      -  27 7                                     168 57 45.1
 BU2046
 BU2046|---------------------------------------------------------------------|
 BU2046| PID    Reference Object                     Distance      Geod. Az  |
 BU2046|                                                           dddmmss.s |
 BU2046| BU2045 27 7                                499.045 METERS 1685551.0 |
 BU2046|---------------------------------------------------------------------|
 BU2046
 BU2046                          SUPERSEDED SURVEY CONTROL
 BU2046
 BU2046  ELLIP H (12/04/92)    5.35   (m)                       GP(       ) 4 1
 BU2046  NAD 83(1992)-  31 05 32.36428(N)    087 03 40.86603(W) AD(       ) 1
 BU2046  NGVD 29 (12/04/92)   32.9    (m)          108.     (f) GPS OBS        
 BU2046
 BU2046.Superseded values are not recommended for survey control.
 BU2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2046.See file dsdata.txt to determine how the superseded data were derived.
 BU2046
 BU2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9414939835(NAD 83)
 BU2046_MARKER: DD = SURVEY DISK
 BU2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2046_SP_SET: CONCRETE POST
 BU2046_STAMPING: 27-8 1990
 BU2046_MARK LOGO: ALHD  
 BU2046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2046+STABILITY: SURFACE MOTION
 BU2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2046+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1994
 BU2046
 BU2046  HISTORY     - Date     Condition        Report By
 BU2046  HISTORY     - 1990     MONUMENTED       ALHD
 BU2046  HISTORY     - 19910123 GOOD
 BU2046  HISTORY     - 19940310 GOOD             ALHD
 BU2046
 BU2046                          STATION DESCRIPTION
 BU2046
 BU2046'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2046'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE WEST RIGHT OF WAY OF
 BU2046'ALA 41 IN EAST BREWTON.
 BU2046'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ALA 41, MILE
 BU2046'POST 6.50 ON ALA 41, DRIVE NORTH ON ALA 41 0.20 MI (0.32 KM) TO MILE
 BU2046'POST 6.70 AND THE STATION ON THE LEFT.
 BU2046'THE STATION IS 1.31 FT (0.40 M) WEST OF THE WEST EDGE OF A FOUR FOOT
 BU2046'CONCRETE SIDEWALK, 2.49 FT (0.76 M) EAST OF A FOUR FOOT CHAIN LINK
 BU2046'FENCE, 10.50 FT (3.20 M) NORTH - NORTHEAST OF THE NORTH GATE POST OF
 BU2046'A TWELVE FOOT GATE IN THE CHAIN LINK FENCE, 26.80 FT (8.17 M) WEST OF
 BU2046'THE CENTERLINE OF ALA 41, 26.18 SOUTH - SOUTHEAST OF A FENCE
 BU2046'JUNCTION, 89.60 FT (27.31 M) SOUTH OF A POWER POLE GUY POLE, 2.20 FT
 BU2046'(0.67 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2046'GROUND.
 BU2046'STATION 27 - 7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2046
 BU2046                          STATION RECOVERY (1991)
 BU2046
 BU2046'RECOVERED 1991
 BU2046'RECOVERED IN GOOD CONDITION.
 BU2046
 BU2046                          STATION RECOVERY (1994)
 BU2046
 BU2046'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 BU2046'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE WEST RIGHT OF WAY OF
 BU2046'ALA 41 IN EAST BREWTON. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 BU2046'29 AND ALA 41, MILE POST 6.50 ON ALA 41, DRIVE NORTH ON ALA 41 FOR
 BU2046'0.20 MI (0.32 KM) TO MILE POST 6.70 AND THE STATION ON THE LEFT. THE
 BU2046'STATION IS 1.31 FT (0.40 M) WEST OF THE WEST EDGE OF A FOUR FOOT
 BU2046'CONCRETE SIDEWALK, 2.49 FT (0.76 M) EAST OF A FOUR FOOT CHAIN LINK
 BU2046'FENCE, 10.50 FT (3.20 M) NORTH-NORTHEAST OF THE NORTH GATE POST OF A
 BU2046'TWELVE FOOT GATE IN THE CHAIN LINK FENCE, 26.80 FT (8.17 M) WEST OF
 BU2046'THE CENTERLINE OF ALA 41, 26.18 SOUTH-SOUTHEAST OF A FENCE JUNCTION,
 BU2046'89.60 FT (27.31 M) SOUTH OF A POWER POLE GUY POLE, 2.20 FT (0.67 M)
 BU2046'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2046'STATION 27-7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2047 ***********************************************************************
 BU2047  DESIGNATION -  27 9
 BU2047  PID         -  BU2047
 BU2047  STATE/COUNTY-  AL/ESCAMBIA
 BU2047  USGS QUAD   -  PARKER SPRINGS (1982)
 BU2047
 BU2047                         *CURRENT SURVEY CONTROL
 BU2047  ___________________________________________________________________
 BU2047* NAD 83(1999)-  31 00 03.06073(N)    086 47 27.85589(W)     ADJUSTED  
 BU2047* NAVD 88     -        70.6    (meters)     232.     (feet)  GPS OBS   
 BU2047  ___________________________________________________________________
 BU2047  X           -     306,305.558 (meters)                     COMP
 BU2047  Y           -  -5,463,399.942 (meters)                     COMP
 BU2047  Z           -   3,265,996.611 (meters)                     COMP
 BU2047  LAPLACE CORR-           1.19  (seconds)                    DEFLEC99
 BU2047  ELLIP HEIGHT-          43.29  (meters)          (07/29/02) GPS OBS
 BU2047  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BU2047
 BU2047  HORZ ORDER  -  FIRST
 BU2047  ELLP ORDER  -  FOURTH    CLASS I
 BU2047
 BU2047.The horizontal coordinates were established by GPS observations
 BU2047.and adjusted by the National Geodetic Survey in June 2002..
 BU2047
 BU2047.The orthometric height was determined by GPS observations and a
 BU2047.high-resolution geoid model.
 BU2047
 BU2047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2047
 BU2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2047
 BU2047.The ellipsoidal height was determined by GPS observations
 BU2047.and is referenced to NAD 83.
 BU2047
 BU2047.The geoid height was determined by GEOID03.
 BU2047
 BU2047;                    North         East     Units Scale Factor Converg.
 BU2047;SPC AL W     -   111,163.521   667,701.436   MT  0.99998985   +0 21 54.5
 BU2047;UTM  16      - 3,429,714.888   519,945.465   MT  0.99960491   +0 06 27.4
 BU2047
 BU2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2047!SPC AL W     -   0.99999320  x   0.99998985  =   0.99998305
 BU2047!UTM  16      -   0.99999320  x   0.99960491  =   0.99959811
 BU2047
 BU2047|---------------------------------------------------------------------|
 BU2047| PID    Reference Object                     Distance      Geod. Az  |
 BU2047|                                                           dddmmss.s |
 BU2047| BU2135 P910                                239.073 METERS 32116     |
 BU2047| BU2040 27 10                               439.265 METERS 3220300.8 |
 BU2047|---------------------------------------------------------------------|
 BU2047
 BU2047                          SUPERSEDED SURVEY CONTROL
 BU2047
 BU2047  ELLIP H (06/11/02)   43.39   (m)                       GP(       ) 4 1
 BU2047  NAD 83(1992)-  31 00 03.06177(N)    086 47 27.85745(W) AD(       ) 1
 BU2047  ELLIP H (12/04/92)   43.38   (m)                       GP(       ) 4 1
 BU2047  NAD 83(1992)-  31 00 03.05945(N)    086 47 27.85632(W) AD(       ) 1
 BU2047  ELLIP H (05/15/92)   43.50   (m)                       GP(       ) 4 1
 BU2047  NAD 83(1992)-  31 00 03.07215(N)    086 47 27.85802(W) AD(       ) 1
 BU2047  NGVD 29 (12/04/92)   70.6    (m)          232.     (f) GPS OBS        
 BU2047
 BU2047.Superseded values are not recommended for survey control.
 BU2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2047.See file dsdata.txt to determine how the superseded data were derived.
 BU2047
 BU2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1994529715(NAD 83)
 BU2047_MARKER: DD = SURVEY DISK
 BU2047_SETTING: 0 = UNSPECIFIED SETTING
 BU2047_STAMPING: 27-9
 BU2047_MARK LOGO: ALHD  
 BU2047_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU2047_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2047+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1991
 BU2047
 BU2047  HISTORY     - Date     Condition        Report By
 BU2047  HISTORY     - 1980     MONUMENTED       ALHD
 BU2047  HISTORY     - 1990     GOOD
 BU2047  HISTORY     - 19910303 GOOD             FL-091
 BU2047
 BU2047                          STATION DESCRIPTION
 BU2047
 BU2047'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1980
 BU2047'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE NORTHEAST RIGHT OF
 BU2047'WAY OF ESCAMBIA COUNTY ROAD NO.11, ABOUT 18.10 MI (29.13 KM) EAST -
 BU2047'SOUTHEAST OF BREWTON AND ABOUT 16.40 MI (26.39 KM) EAST - SOUTHEAST
 BU2047'OF RIVERVIEW.
 BU2047'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ESCAMBIA COUNTY
 BU2047'ROAD NO. 11, MILE POST 24.55 ON U. S. 29, DRIVE SOUTH ON ESCAMBIA
 BU2047'COUNTY ROAD NO. 11 7.30 MI (11.75 KM) TO ESCAMBIA COUNTY ROAD NO. 4
 BU2047'LEFT AND RIGHT, TURN RIGHT ON ESCAMBIA COUNTY ROAD NO. 4 AND DRIVE
 BU2047'WEST 0.65 MI (1.05 KM) TO ESCAMBIA COUNTY ROAD NO. 11 LEFT, TURN LEFT
 BU2047'ON ESCAMBIA COUNTY ROAD NO. 11 AND DRIVE SOUTH 4.90 MI (7.89 KM) TO
 BU2047'THE STATION ON THE LEFT.
 BU2047'THE STATION IS 34.81 FT (10.61 M) NORTHEAST OF THE CENTERLINE OF
 BU2047'ESCAMBIA COUNTY ROAD NO. 11, 48.88 FT (14.90 M) SOUTHEAST OF THE
 BU2047'SOUTH END OF A 24 INCH CORREGATED METAL PIPE UNDER A FIELD
 BU2047'ROAD,122.01 FTSOUTHEAST OF A JUNCTION POWER POLE AND A TELEPHONE
 BU2047'CABLE PEDISTAL,4.99 FTSOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 BU2047'FLUSH WITH THE GROUND.
 BU2047'STATION 27 - 10 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2047
 BU2047                          STATION RECOVERY (1990)
 BU2047
 BU2047'RECOVERED 1990
 BU2047'RECOVERED IN GOOD CONDITION.
 BU2047
 BU2047                          STATION RECOVERY (1991)
 BU2047
 BU2047'RECOVERY NOTE BY OKALOOSA COUNTY FLORIDA 1991
 BU2047'THE STATION IS A BRASS DISK SET IN THE TOP OF A CONCRETE POST ON THE
 BU2047'EAST R/W OF ESCAMBIA COUNTY ROAD 11.
 BU2047'TO REACH FROM THE JUNCTION OF STATE ROAD 4 AND STATE ROAD 189 IN
 BU2047'BAKER, GO WEST 6.5 MI (10.5 KM) ON STATE ROAD 4 TO JUNCTION WITH
 BU2047'BEAVER CREEK ROAD, TURN RIGHT AND GO 11.6 MI (18.7 KM) ON BEAVER
 BU2047'CREEK ROAD TO STATION ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1651 ***********************************************************************
 EF1651  DESIGNATION -  28 1
 EF1651  PID         -  EF1651
 EF1651  STATE/COUNTY-  AL/ETOWAH
 EF1651  USGS QUAD   -  BOAZ (1983)
 EF1651
 EF1651                         *CURRENT SURVEY CONTROL
 EF1651  ___________________________________________________________________
 EF1651* NAD 83(1992)-  34 08 50.31639(N)    086 11 04.71674(W)     ADJUSTED  
 EF1651* NAVD 88     -       412.8    (meters)    1354.     (feet)  VERTCON   
 EF1651  ___________________________________________________________________
 EF1651  X           -     351,632.409 (meters)                     COMP
 EF1651  Y           -  -5,272,709.125 (meters)                     COMP
 EF1651  Z           -   3,560,196.798 (meters)                     COMP
 EF1651  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 EF1651  ELLIP HEIGHT-         383.68  (meters)          (07/29/02) GPS OBS
 EF1651  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EF1651
 EF1651  HORZ ORDER  -  FIRST
 EF1651  ELLP ORDER  -  FOURTH    CLASS I
 EF1651
 EF1651.The horizontal coordinates were established by GPS observations
 EF1651.and adjusted by the National Geodetic Survey in December 1992..
 EF1651
 EF1651.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1651
 EF1651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1651
 EF1651.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1651
 EF1651.The ellipsoidal height was determined by GPS observations
 EF1651.and is referenced to NAD 83.
 EF1651
 EF1651.The geoid height was determined by GEOID03.
 EF1651
 EF1651;                    North         East     Units Scale Factor Converg.
 EF1651;SPC AL E     -   404,499.470   167,601.634   MT  0.99997293   -0 11 49.9
 EF1651;UTM  16      - 3,778,789.855   575,167.122   MT  0.99966965   +0 27 27.7
 EF1651
 EF1651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1651!SPC AL E     -   0.99993977  x   0.99997293  =   0.99991270
 EF1651!UTM  16      -   0.99993977  x   0.99966965  =   0.99960944
 EF1651
 EF1651                          SUPERSEDED SURVEY CONTROL
 EF1651
 EF1651  ELLIP H (12/04/92)  383.77   (m)                       GP(       ) 4 1
 EF1651  NAD 83(1992)-  34 08 50.32517(N)    086 11 04.72314(W) AD(       ) 1
 EF1651  NGVD 29 (12/04/92)  412.7    (m)         1354.     (f) GPS OBS        
 EF1651
 EF1651.Superseded values are not recommended for survey control.
 EF1651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1651.See file dsdata.txt to determine how the superseded data were derived.
 EF1651
 EF1651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7516778790(NAD 83)
 EF1651_MARKER: DD = SURVEY DISK
 EF1651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1651_SP_SET: CONCRETE POST
 EF1651_STAMPING: 28 - 1 1989
 EF1651_MARK LOGO: ALHD  
 EF1651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1651+STABILITY: SURFACE MOTION
 EF1651_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF1651+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 EF1651
 EF1651  HISTORY     - Date     Condition        Report By
 EF1651  HISTORY     - 1989     MONUMENTED       ALHD
 EF1651  HISTORY     - 19900515 GOOD             ALHD
 EF1651  HISTORY     - 19910213 GOOD
 EF1651  HISTORY     - 20010626 GOOD             ALHD
 EF1651
 EF1651                          STATION DESCRIPTION
 EF1651
 EF1651'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1651'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE WEST RIGHT OF WAY OF
 EF1651'FIRE TOWER ROAD, ABOUT 12 MI (19.3 KM) NORTHWEST OF GADSDEN AND ABOUT
 EF1651'3 MI (4.8 KM) SOUTHWEST OF BOAZ.
 EF1651'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 179, DRIVE
 EF1651'NORTH ON ALA. 179 7.75 MI (12.47 KM) TO MILE POST 7.75 AND BUFFINGTON
 EF1651'ROAD ON THE RIGHT, TURN RIGHT ON BUFFINGTON ROAD AND DRIVE EASTERLY
 EF1651'1.25 MI (2.01 KM) TO FIRE TOWER ROAD ON THE RIGHT, TURN RIGHT ON FIRE
 EF1651'TOWER ROAD AND DRIVE SOUTHERLY 0.95 MI (1.53 KM) TO THE STATION ON
 EF1651'THE RIGHT AT A DRIVEWAY.
 EF1651'THE STATION IS 17.0 FT (5.2 M) WEST OF THE CENTER OF FIRE TOWER ROAD,
 EF1651'30.0 FT (9.1 M) NORTH OF A GRAVEL DRIVEWAY LEADING WEST, 50.8 FT
 EF1651'(15.5 M) NORTH-NORTHWEST OFTHE MAIL BOX POST OF TROY MANN 300B, 3.0
 EF1651'FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1651'GROUND.
 EF1651'TRIANGULATION STATION  AURORA ECC. 1934 MAY BE USED AS AN AZIMUTH FOR
 EF1651'THIS STATION.
 EF1651
 EF1651                          STATION RECOVERY (1990)
 EF1651
 EF1651'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1651'RECOVERED IN GOOD CONDITION.
 EF1651
 EF1651                          STATION RECOVERY (1991)
 EF1651
 EF1651'RECOVERED 1991
 EF1651'RECOVERED IN GOOD CONDITION.
 EF1651
 EF1651                          STATION RECOVERY (2001)
 EF1651
 EF1651'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EF1651'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3681 ***********************************************************************
 DG3681  DESIGNATION -  28 10
 DG3681  PID         -  DG3681
 DG3681  STATE/COUNTY-  AL/ETOWAH
 DG3681  USGS QUAD   -  COLVIN GAP (1972)
 DG3681
 DG3681                         *CURRENT SURVEY CONTROL
 DG3681  ___________________________________________________________________
 DG3681* NAD 83(1992)-  33 58 31.90279(N)    085 47 28.68081(W)     ADJUSTED  
 DG3681* NAVD 88     -       191.0    (meters)     627.     (feet)  VERTCON   
 DG3681  ___________________________________________________________________
 DG3681  X           -     388,591.490 (meters)                     COMP
 DG3681  Y           -  -5,280,631.640 (meters)                     COMP
 DG3681  Z           -   3,544,286.477 (meters)                     COMP
 DG3681  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 DG3681  ELLIP HEIGHT-         162.12  (meters)          (07/29/02) GPS OBS
 DG3681  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG3681
 DG3681  HORZ ORDER  -  FIRST
 DG3681  ELLP ORDER  -  FOURTH    CLASS I
 DG3681
 DG3681.The horizontal coordinates were established by GPS observations
 DG3681.and adjusted by the National Geodetic Survey in December 1992..
 DG3681
 DG3681.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3681
 DG3681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3681
 DG3681.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3681
 DG3681.The ellipsoidal height was determined by GPS observations
 DG3681.and is referenced to NAD 83.
 DG3681
 DG3681.The geoid height was determined by GEOID03.
 DG3681
 DG3681;                    North         East     Units Scale Factor Converg.
 DG3681;SPC AL E     -   385,390.663   203,884.178   MT  0.99996019   +0 01 24.6
 DG3681;UTM  16      - 3,760,100.860   611,655.937   MT  0.99975368   +0 40 31.9
 DG3681
 DG3681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3681!SPC AL E     -   0.99997455  x   0.99996019  =   0.99993474
 DG3681!UTM  16      -   0.99997455  x   0.99975368  =   0.99972824
 DG3681
 DG3681                          SUPERSEDED SURVEY CONTROL
 DG3681
 DG3681  ELLIP H (12/04/92)  162.20   (m)                       GP(       ) 4 1
 DG3681  NAD 83(1986)-  33 58 31.91247(N)    085 47 28.68869(W) AD(       ) 1
 DG3681  NGVD 29 (12/04/92)  191.0    (m)          627.     (f) GPS OBS        
 DG3681
 DG3681.Superseded values are not recommended for survey control.
 DG3681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3681.See file dsdata.txt to determine how the superseded data were derived.
 DG3681
 DG3681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1165660101(NAD 83)
 DG3681_MARKER: DD = SURVEY DISK
 DG3681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3681_SP_SET: CONCRETE POST
 DG3681_STAMPING: 28 - 10 1989
 DG3681_MARK LOGO: ALHD  
 DG3681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3681+STABILITY: SURFACE MOTION
 DG3681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3681+SATELLITE: SATELLITE OBSERVATIONS - January 23, 1990
 DG3681
 DG3681  HISTORY     - Date     Condition        Report By
 DG3681  HISTORY     - 1989     MONUMENTED       ALHD
 DG3681  HISTORY     - 19900123 GOOD
 DG3681
 DG3681                          STATION DESCRIPTION
 DG3681
 DG3681'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DG3681'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3681'U. S. 278, ABOUT 4.35 MI (7.00 KM) EAST OF HOKES BLUFF AND ABOUT
 DG3681'11.10 MI (17.86 KM) WEST OF PIEDMONT.
 DG3681'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND ALFORD ROAD AT
 DG3681'THE CAUTION LIGHT IN HOKES BLUFF (MILE POST 121.60 ON U. S. 278),
 DG3681'DRIVE EAST ON U. S. 278 4.35 MI (7.00 KM) TO MILE POST 125.95 AND THE
 DG3681'STATION ON THE RIGHT.
 DG3681'THE STATION IS 31.6 FT (9.6 M) SOUTH - SOUTHWEST OF THE CENTERLINE OF
 DG3681'U. S. 278, 65.0 FT (19.8 M) SOUTH - SOUTHWEST OF TELEPHONE CABLE POLE
 DG3681'NO. 205 ACROSS U. S. 278, 21.0 FT (6.4 M) SOUTHWEST OF THE SOUTHWEST
 DG3681'CORNER OF A 4 X 4 FOOT CONCRETE CULVERT UNDER U. S. 278, 18.0 FT
 DG3681'(5.5 M) SOUTHEAST OF AN ORANGE PAINTED WATER VALVE, ACROSS U. S. 278
 DG3681'FROM YOUNGS CHAPEL CONGREGATIONAL METHODIST CHURCH, 3.0 FT (0.9 M)
 DG3681'NORTH - NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3681'GROUND.
 DG3681'STATION 28 - 9 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3681'BEFORE USING THIS STATION, PLEASE NOTIFY -
 DG3681'THE HOKES BLUFF POLICE DEPARTMENT
 DG3681'PHONE - 205 - 492 - 2414
 DG3681'THE ETOWAH COUNTY SHERIFF OFFICE
 DG3681'PHONE - 205 - 549 - 1234
 DG3681
 DG3681                          STATION RECOVERY (1990)
 DG3681
 DG3681'RECOVERED 1990
 DG3681'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2303 ***********************************************************************
 EE2303  DESIGNATION -  28 11
 EE2303  PID         -  EE2303
 EE2303  STATE/COUNTY-  AL/ETOWAH
 EE2303  USGS QUAD   -  KEENER (1983)
 EE2303
 EE2303                         *CURRENT SURVEY CONTROL
 EE2303  ___________________________________________________________________
 EE2303* NAD 83(1992)-  34 11 32.75352(N)    085 55 18.27462(W)     ADJUSTED  
 EE2303* NAVD 88     -       228.0    (meters)     748.     (feet)  VERTCON   
 EE2303  ___________________________________________________________________
 EE2303  X           -     375,611.556 (meters)                     COMP
 EE2303  Y           -  -5,268,083.735 (meters)                     COMP
 EE2303  Z           -   3,564,234.447 (meters)                     COMP
 EE2303  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 EE2303  ELLIP HEIGHT-         199.13  (meters)          (07/29/02) GPS OBS
 EE2303  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 EE2303
 EE2303  HORZ ORDER  -  FIRST
 EE2303  ELLP ORDER  -  FOURTH    CLASS I
 EE2303
 EE2303.The horizontal coordinates were established by GPS observations
 EE2303.and adjusted by the National Geodetic Survey in December 1992..
 EE2303
 EE2303.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2303
 EE2303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2303
 EE2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2303
 EE2303.The ellipsoidal height was determined by GPS observations
 EE2303.and is referenced to NAD 83.
 EE2303
 EE2303.The geoid height was determined by GEOID03.
 EE2303
 EE2303;                    North         East     Units Scale Factor Converg.
 EE2303;SPC AL E     -   409,452.163   191,851.085   MT  0.99996082   -0 02 58.9
 EE2303;UTM  16      - 3,784,018.142   599,351.783   MT  0.99972167   +0 36 21.6
 EE2303
 EE2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2303!SPC AL E     -   0.99996874  x   0.99996082  =   0.99992956
 EE2303!UTM  16      -   0.99996874  x   0.99972167  =   0.99969042
 EE2303
 EE2303:                Primary Azimuth Mark                     Grid Az
 EE2303:SPC AL E     -  28 12                                    026 27 38.7
 EE2303:UTM  16      -  28 12                                    025 48 18.2
 EE2303
 EE2303|---------------------------------------------------------------------|
 EE2303| PID    Reference Object                     Distance      Geod. Az  |
 EE2303|                                                           dddmmss.s |
 EE2303| EE2304 28 12                               APPROX. 0.6 KM 0262439.8 |
 EE2303|---------------------------------------------------------------------|
 EE2303
 EE2303                          SUPERSEDED SURVEY CONTROL
 EE2303
 EE2303  ELLIP H (12/04/92)  199.22   (m)                       GP(       ) 4 1
 EE2303  NAD 83(1992)-  34 11 32.76306(N)    085 55 18.28310(W) AD(       ) 1
 EE2303  NGVD 29 (12/04/92)  228.0    (m)          748.     (f) GPS OBS        
 EE2303
 EE2303.Superseded values are not recommended for survey control.
 EE2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2303.See file dsdata.txt to determine how the superseded data were derived.
 EE2303
 EE2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9935284018(NAD 83)
 EE2303_MARKER: DD = SURVEY DISK
 EE2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2303_SP_SET: CONCRETE POST
 EE2303_STAMPING: 28 - 11 1990
 EE2303_MARK LOGO: ALHD  
 EE2303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2303+STABILITY: SURFACE MOTION
 EE2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2303+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1990
 EE2303
 EE2303  HISTORY     - Date     Condition        Report By
 EE2303  HISTORY     - 1990     MONUMENTED       ALHD
 EE2303  HISTORY     - 19900515 GOOD             ALHD
 EE2303
 EE2303                          STATION DESCRIPTION
 EE2303
 EE2303'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2303'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE EAST RIGHT OF WAY OF U.
 EE2303'S. 11, ABOUT 20.92 KM (13.00 MI) NORTH - NORTHEAST OF GADSDEN AND
 EE2303'21.73 KM (13.50 MI) EAST OF BOAZ.
 EE2303'TO REACH THE STATION FROM THE DEKALB - ETOWAH COUNTY LINE ON U. S. 11,
 EE2303'DRIVE SOUTHWEST ON U. S. 11 0.97 KM (0.60 MI) TO MILE POST 209.05 AND
 EE2303'THE STATION ON THE LEFT.
 EE2303'THE STATION IS 1.37 M (4.49 FT) NORTHWEST OF A FIVE STRAND BARBED WIRE
 EE2303'FENCE ON WOOD POSTS, 11.06 M (36.29 FT) SOUTHEAST OF THE CENTERLINE
 EE2303'OF U. S. 11, 15.06 M (49.41 FT) WEST - NORTHWEST OF A CONCRETE WELL
 EE2303'CASING ACROSS THE FENCE, AND 27.58 M (90.49 FT) NORTH - NORTHEAST OF
 EE2303'THE NORTHWEST POST OF A GATE.
 EE2303
 EE2303                          STATION RECOVERY (1990)
 EE2303
 EE2303'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2303'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2304 ***********************************************************************
 EE2304  DESIGNATION -  28 12
 EE2304  PID         -  EE2304
 EE2304  STATE/COUNTY-  AL/ETOWAH
 EE2304  USGS QUAD   -  KEENER (1983)
 EE2304
 EE2304                         *CURRENT SURVEY CONTROL
 EE2304  ___________________________________________________________________
 EE2304* NAD 83(1992)-  34 11 49.82393(N)    085 55 08.07151(W)     ADJUSTED  
 EE2304* NAVD 88     -       232.7    (meters)     763.     (feet)  VERTCON   
 EE2304  ___________________________________________________________________
 EE2304  X           -     375,851.381 (meters)                     COMP
 EE2304  Y           -  -5,267,774.100 (meters)                     COMP
 EE2304  Z           -   3,564,672.123 (meters)                     COMP
 EE2304  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 EE2304  ELLIP HEIGHT-         203.76  (meters)          (07/29/02) GPS OBS
 EE2304  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 EE2304
 EE2304  HORZ ORDER  -  FIRST
 EE2304  ELLP ORDER  -  FOURTH    CLASS I
 EE2304
 EE2304.The horizontal coordinates were established by GPS observations
 EE2304.and adjusted by the National Geodetic Survey in December 1992..
 EE2304
 EE2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2304
 EE2304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2304
 EE2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2304
 EE2304.The ellipsoidal height was determined by GPS observations
 EE2304.and is referenced to NAD 83.
 EE2304
 EE2304.The geoid height was determined by GEOID03.
 EE2304
 EE2304;                    North         East     Units Scale Factor Converg.
 EE2304;SPC AL E     -   409,977.906   192,112.761   MT  0.99996077   -0 02 53.1
 EE2304;UTM  16      - 3,784,546.718   599,607.364   MT  0.99972230   +0 36 27.6
 EE2304
 EE2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2304!SPC AL E     -   0.99996801  x   0.99996077  =   0.99992879
 EE2304!UTM  16      -   0.99996801  x   0.99972230  =   0.99969032
 EE2304
 EE2304:                Primary Azimuth Mark                     Grid Az
 EE2304:SPC AL E     -  28 11                                    206 27 38.6
 EE2304:UTM  16      -  28 11                                    205 48 17.9
 EE2304
 EE2304|---------------------------------------------------------------------|
 EE2304| PID    Reference Object                     Distance      Geod. Az  |
 EE2304|                                                           dddmmss.s |
 EE2304| EE2303 28 11                               APPROX. 0.6 KM 2062445.5 |
 EE2304|---------------------------------------------------------------------|
 EE2304
 EE2304                          SUPERSEDED SURVEY CONTROL
 EE2304
 EE2304  ELLIP H (12/04/92)  203.84   (m)                       GP(       ) 4 1
 EE2304  NAD 83(1992)-  34 11 49.83347(N)    085 55 08.07999(W) AD(       ) 1
 EE2304  NGVD 29 (12/04/92)  232.6    (m)          763.     (f) GPS OBS        
 EE2304
 EE2304.Superseded values are not recommended for survey control.
 EE2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2304.See file dsdata.txt to determine how the superseded data were derived.
 EE2304
 EE2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9960784547(NAD 83)
 EE2304_MARKER: DD = SURVEY DISK
 EE2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2304_SP_SET: CONCRETE POST
 EE2304_STAMPING: 28 - 12 1990
 EE2304_MARK LOGO: ALHD  
 EE2304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2304+STABILITY: SURFACE MOTION
 EE2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2304+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EE2304
 EE2304  HISTORY     - Date     Condition        Report By
 EE2304  HISTORY     - 1990     MONUMENTED       ALHD
 EE2304
 EE2304                          STATION DESCRIPTION
 EE2304
 EE2304'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2304'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE EAST RIGHT OF WAY OF U.
 EE2304'S. 11, ABOUT 21.57 KM (13.40 MI) NORTH - NORTHEAST OF GADSDEN AND
 EE2304'21.89 KM (13.60 MI) EAST OF BOAZ.
 EE2304'TO REACH THE STATION FROM THE DEKALB - ETOWAH COUNTY LINE ON U. S. 11,
 EE2304'DRIVE SOUTHWEST ON U. S. 11 0.32 KM (0.20 MI) TO MILE POST 209.45 AND
 EE2304'THE STATION ON THE RIGHT.
 EE2304'THE STATION IS 12.28 M (40.29 FT) NORTHWEST OF THE CENTERLINE OF U. S.
 EE2304'11, 14.20 M (46.59 FT) NORTH - NORTHEAST OF A STEEL SIGN POST FOR A
 EE2304'NIGHT LIGHT AND A COUNTY LINE BEVERAGES SIGN, 18.96 M (62.20 FT)
 EE2304'SOUTH - SOUTHWEST OF JUNCTION POWER POLE NO. 148, 21.70 M (71.19 FT)
 EE2304'EAST - SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE CONCRETE BLOCK
 EE2304'BUILDING, 25.42 M (83.40 FT) SOUTH - SOUTHEAST OF A FRAME ADDITION TO
 EE2304'THE WHITE CONCRETE BLOCK BUILDING, AND SET FLUSH WITH THE GROUND.
 EE2304'STATION 28 - 11 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2304'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EE2304'MR. DON DOWDY OR MRS. PAT DOWDY
 EE2304'PHONE 205 - 538 - 3290.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2979 ***********************************************************************
 AA2979  DESIGNATION -  28 13
 AA2979  PID         -  AA2979
 AA2979  STATE/COUNTY-  AL/ETOWAH
 AA2979  USGS QUAD   -  KEENER (1983)
 AA2979
 AA2979                         *CURRENT SURVEY CONTROL
 AA2979  ___________________________________________________________________
 AA2979* NAD 83(1992)-  34 09 16.81652(N)    085 59 31.38096(W)     ADJUSTED  
 AA2979* NAVD 88     -       200.8    (meters)     659.     (feet)  VERTCON   
 AA2979  ___________________________________________________________________
 AA2979  X           -     369,309.713 (meters)                     COMP
 AA2979  Y           -  -5,270,865.235 (meters)                     COMP
 AA2979  Z           -   3,560,753.662 (meters)                     COMP
 AA2979  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AA2979  ELLIP HEIGHT-         171.88  (meters)          (07/29/02) GPS OBS
 AA2979  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA2979
 AA2979  HORZ ORDER  -  FIRST
 AA2979  ELLP ORDER  -  FOURTH    CLASS I
 AA2979
 AA2979.The horizontal coordinates were established by GPS observations
 AA2979.and adjusted by the National Geodetic Survey in March 1995..
 AA2979
 AA2979.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2979
 AA2979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2979
 AA2979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2979
 AA2979.The ellipsoidal height was determined by GPS observations
 AA2979.and is referenced to NAD 83.
 AA2979
 AA2979.The geoid height was determined by GEOID03.
 AA2979
 AA2979;                    North         East     Units Scale Factor Converg.
 AA2979;SPC AL E     -   405,271.600   185,364.178   MT  0.99996264   -0 05 20.8
 AA2979;UTM  16      - 3,779,764.709   592,914.713   MT  0.99970642   +0 33 57.4
 AA2979
 AA2979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2979!SPC AL E     -   0.99997302  x   0.99996264  =   0.99993566
 AA2979!UTM  16      -   0.99997302  x   0.99970642  =   0.99967945
 AA2979
 AA2979:                Primary Azimuth Mark                     Grid Az
 AA2979:SPC AL E     -  28 14                                    114 32 23.6
 AA2979:UTM  16      -  28 14                                    113 53 05.4
 AA2979
 AA2979|---------------------------------------------------------------------|
 AA2979| PID    Reference Object                     Distance      Geod. Az  |
 AA2979|                                                           dddmmss.s |
 AA2979| AA2980 28 14                               436.062 METERS 1142702.8 |
 AA2979|---------------------------------------------------------------------|
 AA2979
 AA2979                          SUPERSEDED SURVEY CONTROL
 AA2979
 AA2979  ELLIP H (03/30/95)  171.96   (m)                       GP(       ) 4 2
 AA2979  NGVD 29 (03/30/95)  200.8    (m)          659.     (f) GPS OBS        
 AA2979
 AA2979.Superseded values are not recommended for survey control.
 AA2979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2979.See file dsdata.txt to determine how the superseded data were derived.
 AA2979
 AA2979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9291579765(NAD 83)
 AA2979_MARKER: DD = SURVEY DISK
 AA2979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2979_SP_SET: CONCRETE POST
 AA2979_STAMPING: 28-13 1993
 AA2979_MARK LOGO: ALHD  
 AA2979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2979+STABILITY: SURFACE MOTION
 AA2979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2979+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2979
 AA2979  HISTORY     - Date     Condition        Report By
 AA2979  HISTORY     - 1993     MONUMENTED       ALHD
 AA2979
 AA2979                          STATION DESCRIPTION
 AA2979
 AA2979'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2979'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE WEST RIGHT OF WAY OF
 AA2979'DUCK SPRINGS ROAD, ABOUT 6.30 MI (10.14 KM) NORTH-NORTHEAST OF REECE
 AA2979'CITY AND ABOUT 9.60 MI (15.45 KM) NORTH OF GADSDEN. TO REACH THE
 AA2979'STATION FROM THE JUNCTION OF U.S. 11 NORTH, U.S. 278, AND U.S. 431
 AA2979'(MILE POST 193.70 ON U.S. 11 AND MILE POST 273.55 ON U.S. 278 AND U.S.
 AA2979'431) AT A TRAFFIC LIGHT IN ATTALLA, DRIVE NORTHEAST ON U.S. 11 FOR
 AA2979'11.05 MI (17.78 KM) TO MILE POST 204.75 AND STEPHENS GAP ROAD ON THE
 AA2979'LEFT, TURN LEFT ON STEPHENS GAP ROAD AND DRIVE NORTHWEST FOR 1.25 MI
 AA2979'(2.01 KM) TO THE I-59 OVERPASSES OVER STEPHENS GAP ROAD, CONTINUE
 AA2979'NORTHWEST FOR 0.55 MI (0.89 KM) TO DUCK SPRINGS ROAD LEFT AND RIGHT,
 AA2979'TURN RIGHT ON DUCK SPRINGS ROAD AND DRIVE NORTHEAST FOR 0.10 MI (0.16
 AA2979'KM) TO THE STATION ON THE LEFT. THE STATION IS 3.3 FT (1.0 M)
 AA2979'EAST-SOUTHEAST OF A HOG WIRE FENCE WITH SIX STRANDS OF BARBED WIRE ON
 AA2979'FOUR BY FOUR INCH WOOD POSTS, 41.5 FT (12.6 M) WEST-NORTHWEST OF THE
 AA2979'CENTERLINE OF DUCK SPRINGS ROAD, 48.7 FT (14.8 M) SOUTH OF THE SOUTH
 AA2979'ONE OF THREE CONNECTED POSTS IN THE FENCE LINE, 55.3 FT (16.9 M)
 AA2979'WEST-NORTHWEST OF A GRAPHIC CURVE SIGN ACROSS THE ROAD, 67.1 FT (20.5
 AA2979'M) WEST-SOUTHWEST OF A MILE 11 SIGN ACROSS THE ROAD, 3.4 FT (1.0 M)
 AA2979'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2979'STATION 28-14 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2980 ***********************************************************************
 AA2980  DESIGNATION -  28 14
 AA2980  PID         -  AA2980
 AA2980  STATE/COUNTY-  AL/ETOWAH
 AA2980  USGS QUAD   -  KEENER (1983)
 AA2980
 AA2980                         *CURRENT SURVEY CONTROL
 AA2980  ___________________________________________________________________
 AA2980* NAD 83(1992)-  34 09 10.95853(N)    085 59 15.88479(W)     ADJUSTED  
 AA2980* NAVD 88     -       186.9    (meters)     613.     (feet)  VERTCON   
 AA2980  ___________________________________________________________________
 AA2980  X           -     369,711.986 (meters)                     COMP
 AA2980  Y           -  -5,270,927.107 (meters)                     COMP
 AA2980  Z           -   3,560,596.496 (meters)                     COMP
 AA2980  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AA2980  ELLIP HEIGHT-         158.00  (meters)          (07/29/02) GPS OBS
 AA2980  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA2980
 AA2980  HORZ ORDER  -  FIRST
 AA2980  ELLP ORDER  -  FOURTH    CLASS I
 AA2980
 AA2980.The horizontal coordinates were established by GPS observations
 AA2980.and adjusted by the National Geodetic Survey in March 1995..
 AA2980
 AA2980.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2980
 AA2980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2980
 AA2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2980
 AA2980.The ellipsoidal height was determined by GPS observations
 AA2980.and is referenced to NAD 83.
 AA2980
 AA2980.The geoid height was determined by GEOID03.
 AA2980
 AA2980;                    North         East     Units Scale Factor Converg.
 AA2980;SPC AL E     -   405,090.499   185,760.837   MT  0.99996250   -0 05 12.1
 AA2980;UTM  16      - 3,779,588.199   593,313.314   MT  0.99970733   +0 34 06.0
 AA2980
 AA2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2980!SPC AL E     -   0.99997520  x   0.99996250  =   0.99993770
 AA2980!UTM  16      -   0.99997520  x   0.99970733  =   0.99968253
 AA2980
 AA2980:                Primary Azimuth Mark                     Grid Az
 AA2980:SPC AL E     -  28 13                                    294 32 23.7
 AA2980:UTM  16      -  28 13                                    293 53 05.6
 AA2980
 AA2980|---------------------------------------------------------------------|
 AA2980| PID    Reference Object                     Distance      Geod. Az  |
 AA2980|                                                           dddmmss.s |
 AA2980| AA2979 28 13                               436.062 METERS 2942711.6 |
 AA2980|---------------------------------------------------------------------|
 AA2980
 AA2980                          SUPERSEDED SURVEY CONTROL
 AA2980
 AA2980  ELLIP H (03/30/95)  158.08   (m)                       GP(       ) 4 2
 AA2980  NGVD 29 (03/30/95)  186.9    (m)          613.     (f) GPS OBS        
 AA2980
 AA2980.Superseded values are not recommended for survey control.
 AA2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2980.See file dsdata.txt to determine how the superseded data were derived.
 AA2980
 AA2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9331379588(NAD 83)
 AA2980_MARKER: DD = SURVEY DISK
 AA2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2980_SP_SET: CONCRETE POST
 AA2980_STAMPING: 28-14 1993
 AA2980_MARK LOGO: ALHD  
 AA2980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2980+STABILITY: SURFACE MOTION
 AA2980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2980+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2980
 AA2980  HISTORY     - Date     Condition        Report By
 AA2980  HISTORY     - 1993     MONUMENTED       ALHD
 AA2980
 AA2980                          STATION DESCRIPTION
 AA2980
 AA2980'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2980'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2980'STEPHENS GAP ROAD, ABOUT 6.35 MI (10.22 KM) NORTH-NORTHEAST OF REECE
 AA2980'CITY AND ABOUT 9.55 MI (15.37 KM) NORTH OF GADSDEN. TO REACH THE
 AA2980'STATION FROM THE JUNCTION OF U.S. 11 NORTH, U.S. 278, AND U.S. 431
 AA2980'(MILE POST 193.70 ON U.S. 11 AND MILE POST 273.55 ON U.S. 278 AND U.S.
 AA2980'431) AT A TRAFFIC LIGHT IN ATTALLA, DRIVE NORTHEAST ON U.S. 11 FOR
 AA2980'11.05 MI (17.78 KM) TO MILE POST 204.75 AND STEPHENS GAP ROAD ON THE
 AA2980'LEFT, TURN LEFT ON STEPHENS GAP ROAD AND DRIVE NORTHWEST FOR 1.25 MI
 AA2980'(2.01 KM) TO THE I-59 OVERPASSES OVER STEPHENS GAP ROAD, CONTINUE
 AA2980'NORTHWEST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT. THE
 AA2980'STATION IS 3.1 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON
 AA2980'TREATED WOOD POSTS, 43.2 FT (13.2 M) SOUTH OF THE CENTERLINE OF
 AA2980'STEPHENS GAP ROAD, 69.9 FT (21.3 M) EAST-SOUTHEAST OF A FOLDING WATCH
 AA2980'FOR ICE ON BRIDGE SIGN, 86.6 FT (26.4 M) SOUTH-SOUTHEAST OF THE CENTER
 AA2980'ONE OF THREE CONNECTED CROSS TIE POSTS IN THE FENCE LINE ACROSS THE
 AA2980'ROAD, 91.9 FT (28.0 M) WEST OF THE WEST POST OF A CHAIN LINK GATE,
 AA2980'98.0 FT (29.9 M) WEST OF THE CENTER OF A FIELD ROAD, 3.0 FT (0.9 M)
 AA2980'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2980'STATION 28-13 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2981 ***********************************************************************
 AA2981  DESIGNATION -  28 15
 AA2981  PID         -  AA2981
 AA2981  STATE/COUNTY-  AL/ETOWAH
 AA2981  USGS QUAD   -  RODENTOWN (1983)
 AA2981
 AA2981                         *CURRENT SURVEY CONTROL
 AA2981  ___________________________________________________________________
 AA2981* NAD 83(1992)-  34 09 56.16808(N)    086 06 17.61492(W)     ADJUSTED  
 AA2981* NAVD 88     -       320.0    (meters)    1050.     (feet)  VERTCON   
 AA2981  ___________________________________________________________________
 AA2981  X           -     358,888.593 (meters)                     COMP
 AA2981  Y           -  -5,271,001.374 (meters)                     COMP
 AA2981  Z           -   3,561,823.891 (meters)                     COMP
 AA2981  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AA2981  ELLIP HEIGHT-         290.96  (meters)          (07/29/02) GPS OBS
 AA2981  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AA2981
 AA2981  HORZ ORDER  -  FIRST
 AA2981  ELLP ORDER  -  FOURTH    CLASS I
 AA2981
 AA2981.The horizontal coordinates were established by GPS observations
 AA2981.and adjusted by the National Geodetic Survey in March 1995..
 AA2981
 AA2981.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2981
 AA2981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2981
 AA2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2981
 AA2981.The ellipsoidal height was determined by GPS observations
 AA2981.and is referenced to NAD 83.
 AA2981
 AA2981.The geoid height was determined by GEOID03.
 AA2981
 AA2981;                    North         East     Units Scale Factor Converg.
 AA2981;SPC AL E     -   406,506.016   174,961.771   MT  0.99996772   -0 09 09.0
 AA2981;UTM  16      - 3,780,879.803   582,501.684   MT  0.99968390   +0 30 09.8
 AA2981
 AA2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2981!SPC AL E     -   0.99995433  x   0.99996772  =   0.99992205
 AA2981!UTM  16      -   0.99995433  x   0.99968390  =   0.99963824
 AA2981
 AA2981                          SUPERSEDED SURVEY CONTROL
 AA2981
 AA2981  ELLIP H (03/30/95)  291.04   (m)                       GP(       ) 4 2
 AA2981  NGVD 29 (03/30/95)  319.9    (m)         1050.     (f) GPS OBS        
 AA2981
 AA2981.Superseded values are not recommended for survey control.
 AA2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2981.See file dsdata.txt to determine how the superseded data were derived.
 AA2981
 AA2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8250280880(NAD 83)
 AA2981_MARKER: DD = SURVEY DISK
 AA2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2981_SP_SET: CONCRETE POST
 AA2981_STAMPING: 28-15 1993
 AA2981_MARK LOGO: ALHD  
 AA2981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2981+STABILITY: SURFACE MOTION
 AA2981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2981+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 AA2981
 AA2981  HISTORY     - Date     Condition        Report By
 AA2981  HISTORY     - 1993     MONUMENTED       ALHD
 AA2981  HISTORY     - 20010626 GOOD             ALHD
 AA2981
 AA2981                          STATION DESCRIPTION
 AA2981
 AA2981'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2981'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE WEST RIGHT OF WAY OF
 AA2981'OAK DRIVE, ABOUT 9.85 MI (15.85 KM) NORTH OF ATTALLA AND ABOUT 12.15
 AA2981'MI (19.55 KM) NORTH-NORTHWEST OF GADSDEN. TO REACH THE STATION FROM
 AA2981'THE JUNCTION OF U.S. 278 WEST AND U.S. 431 NORTH (MILE POST 275.85 ON
 AA2981'U.S. 431 AND MILE POST 105.60 ON U.S. 278) ABOUT 2.30 MI (3.70 KM)
 AA2981'NORTHWEST OF ATTALLA, DRIVE NORTH ON U.S. 431 FOR 8.40 MI (13.52 KM)
 AA2981'TO MILE POST 284.25 AND MOUNTAINBORO ROAD LEFT AND RIGHT, TURN RIGHT
 AA2981'ON MOUNTAINBORO ROAD AND DRIVE NORTHEAST FOR 0.65 MI (1.05 KM) TO COX
 AA2981'GAP ROAD LEFT AND RIGHT AT A FOUR WAY STOP, TURN RIGHT ON THE COX GAP
 AA2981'ROAD AND DRIVE SOUTHEAST FOR 1.20 MI (1.93 KM) TO OAK DRIVE ON THE
 AA2981'LEFT, TURN LEFT ON OAK DRIVE AND DRIVE NORTH FOR 1.00 MI (1.61 KM) TO
 AA2981'A CROSS ROAD WITH WHITESBORO ROAD LEFT AND RIGHT, CONTINUE NORTH ON
 AA2981'OAK DRIVE FOR 0.10 MI (0.16 KM) TO THE STATION ON THE LEFT. THE
 AA2981'STATION IS 3.0 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA2981'OLD WOOD POSTS, 20.3 FT (6.2 M) WEST OF THE CENTERLINE OF OAK DRIVE,
 AA2981'37.0 FT (11.3 M) SOUTH OF THE SOUTH POST OF A STEEL PIPE GATE, 54.0 FT
 AA2981'(16.5 M) SOUTH OF THE SOUTHEAST CORNER OF A FOUR FOOT CHAIN LINK FENCE
 AA2981'AROUND A SMALL BRIGHT BLUE FRAME HOUSE, 3.1 FT (0.9 M) EAST OF A
 AA2981'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 28-16
 AA2981'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2981
 AA2981                          STATION RECOVERY (2001)
 AA2981
 AA2981'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2982 ***********************************************************************
 AA2982  DESIGNATION -  28 16
 AA2982  PID         -  AA2982
 AA2982  STATE/COUNTY-  AL/ETOWAH
 AA2982  USGS QUAD   -  RODENTOWN (1983)
 AA2982
 AA2982                         *CURRENT SURVEY CONTROL
 AA2982  ___________________________________________________________________
 AA2982* NAD 83(1992)-  34 09 42.21628(N)    086 05 48.38837(W)     ADJUSTED  
 AA2982* NAVD 88     -       314.3    (meters)    1031.     (feet)  VERTCON   
 AA2982  ___________________________________________________________________
 AA2982  X           -     359,651.573 (meters)                     COMP
 AA2982  Y           -  -5,271,186.623 (meters)                     COMP
 AA2982  Z           -   3,561,464.966 (meters)                     COMP
 AA2982  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AA2982  ELLIP HEIGHT-         285.26  (meters)          (07/29/02) GPS OBS
 AA2982  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AA2982
 AA2982  HORZ ORDER  -  FIRST
 AA2982  ELLP ORDER  -  FOURTH    CLASS I
 AA2982
 AA2982.The horizontal coordinates were established by GPS observations
 AA2982.and adjusted by the National Geodetic Survey in March 1995..
 AA2982
 AA2982.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2982
 AA2982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2982
 AA2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2982
 AA2982.The ellipsoidal height was determined by GPS observations
 AA2982.and is referenced to NAD 83.
 AA2982
 AA2982.The geoid height was determined by GEOID03.
 AA2982
 AA2982;                    North         East     Units Scale Factor Converg.
 AA2982;SPC AL E     -   406,074.178   175,709.200   MT  0.99996727   -0 08 52.6
 AA2982;UTM  16      - 3,780,456.659   583,253.790   MT  0.99968544   +0 30 26.0
 AA2982
 AA2982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2982!SPC AL E     -   0.99995522  x   0.99996727  =   0.99992249
 AA2982!UTM  16      -   0.99995522  x   0.99968544  =   0.99964068
 AA2982
 AA2982                          SUPERSEDED SURVEY CONTROL
 AA2982
 AA2982  ELLIP H (03/30/95)  285.34   (m)                       GP(       ) 4 2
 AA2982  NGVD 29 (03/30/95)  314.2    (m)         1031.     (f) GPS OBS        
 AA2982
 AA2982.Superseded values are not recommended for survey control.
 AA2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2982.See file dsdata.txt to determine how the superseded data were derived.
 AA2982
 AA2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8325480457(NAD 83)
 AA2982_MARKER: DD = SURVEY DISK
 AA2982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2982_SP_SET: CONCRETE POST
 AA2982_STAMPING: 28-16 1993
 AA2982_MARK LOGO: ALHD  
 AA2982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2982+STABILITY: SURFACE MOTION
 AA2982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2982+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 AA2982
 AA2982  HISTORY     - Date     Condition        Report By
 AA2982  HISTORY     - 1993     MONUMENTED       ALHD
 AA2982  HISTORY     - 20010626 GOOD             ALHD
 AA2982
 AA2982                          STATION DESCRIPTION
 AA2982
 AA2982'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2982'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2982'WHITESBORO ROAD, ABOUT 9.45 MI (15.21 KM) NORTH OF ATTALLA AND ABOUT
 AA2982'11.60 MI (18.67 KM) NORTH-NORTHWEST OF GADSDEN. TO REACH THE STATION
 AA2982'FROM THE JUNCTION OF U.S. 278 WEST AND U.S. 431 NORTH (MILE POST
 AA2982'275.85 ON U.S. 431 AND MILE POST 105.60 ON U.S. 278) ABOUT 2.30 MI
 AA2982'(3.70 KM) NORTHWEST OF ATTALLA, DRIVE NORTH ON U.S. 431 FOR 8.40 MI
 AA2982'(13.52 KM) TO MILE POST 284.25 AND MOUNTAINBORO ROAD LEFT AND RIGHT,
 AA2982'TURN RIGHT ON MOUNTAINBORO ROAD AND DRIVE NORTHEAST FOR 0.65 MI (1.05
 AA2982'KM) TO COX GAP ROAD LEFT AND RIGHT AT A FOUR WAY STOP, TURN RIGHT ON
 AA2982'THE COX GAP ROAD AND DRIVE SOUTHEAST FOR 1.20 MI (1.93 KM) TO OAK
 AA2982'DRIVE ON THE LEFT, TURN LEFT ON OAK DRIVE AND DRIVE NORTH FOR 1.00 MI
 AA2982'(1.61 KM) TO A CROSS ROAD WITH WHITESBORO ROAD LEFT AND RIGHT,TURN
 AA2982'RIGHT ON WHITESBORO ROAD AND DRIVE EAST FOR 0.50 MI (0.80 KM) TO THE
 AA2982'STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) NORTH-NORTHEAST OF
 AA2982'A TWO STRAND ELECTRIC FENCE ON WHITE TOP, GREEN STEEL POSTS, 25.0 FT
 AA2982'(7.6 M) SOUTH-SOUTHWEST OF THE CENTER OF WHITESBORO ROAD, 98.0 FT
 AA2982'(29.9 M) SOUTH-SOUTHEAST OF A JUNCTION POWER POLE ACROSS THE ROAD,
 AA2982'135.2 FT (41.2 M) SOUTH OF THE SOUTHWEST POST OF HIGH VOLTAGE POWER
 AA2982'LINE BENT NO. 70 ACROSS THE ROAD, 209.5 FT (63.9 M) EAST-SOUTHEAST OF
 AA2982'THE NORTHWEST CORNER OF THE ELECTRIC FENCE, 3.1 FT (0.9 M) NORTHEAST
 AA2982'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2982'28-15 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2982
 AA2982                          STATION RECOVERY (2001)
 AA2982
 AA2982'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA2982'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2983 ***********************************************************************
 AA2983  DESIGNATION -  28 17
 AA2983  PID         -  AA2983
 AA2983  STATE/COUNTY-  AL/ETOWAH
 AA2983  USGS QUAD   -  GADSDEN EAST (1986)
 AA2983
 AA2983                         *CURRENT SURVEY CONTROL
 AA2983  ___________________________________________________________________
 AA2983* NAD 83(1992)-  34 03 55.90649(N)    085 59 45.69253(W)     ADJUSTED  
 AA2983* NAVD 88     -       226.0    (meters)     741.     (feet)  VERTCON   
 AA2983  ___________________________________________________________________
 AA2983  X           -     369,332.647 (meters)                     COMP
 AA2983  Y           -  -5,276,443.287 (meters)                     COMP
 AA2983  Z           -   3,552,580.664 (meters)                     COMP
 AA2983  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AA2983  ELLIP HEIGHT-         197.04  (meters)          (07/29/02) GPS OBS
 AA2983  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA2983
 AA2983  HORZ ORDER  -  FIRST
 AA2983  ELLP ORDER  -  FOURTH    CLASS I
 AA2983
 AA2983.The horizontal coordinates were established by GPS observations
 AA2983.and adjusted by the National Geodetic Survey in March 1995..
 AA2983
 AA2983.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2983
 AA2983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2983
 AA2983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2983
 AA2983.The ellipsoidal height was determined by GPS observations
 AA2983.and is referenced to NAD 83.
 AA2983
 AA2983.The geoid height was determined by GEOID03.
 AA2983
 AA2983;                    North         East     Units Scale Factor Converg.
 AA2983;SPC AL E     -   395,384.573   184,981.845   MT  0.99996278   -0 05 28.1
 AA2983;UTM  16      - 3,769,876.498   592,645.376   MT  0.99970580   +0 33 44.7
 AA2983
 AA2983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2983!SPC AL E     -   0.99996907  x   0.99996278  =   0.99993185
 AA2983!UTM  16      -   0.99996907  x   0.99970580  =   0.99967488
 AA2983
 AA2983:                Primary Azimuth Mark                     Grid Az
 AA2983:SPC AL E     -  28 18                                    091 00 46.1
 AA2983:UTM  16      -  28 18                                    090 21 33.3
 AA2983
 AA2983|---------------------------------------------------------------------|
 AA2983| PID    Reference Object                     Distance      Geod. Az  |
 AA2983|                                                           dddmmss.s |
 AA2983| AA2984 28 18                               418.292 METERS 0905518.0 |
 AA2983|---------------------------------------------------------------------|
 AA2983
 AA2983                          SUPERSEDED SURVEY CONTROL
 AA2983
 AA2983  ELLIP H (03/30/95)  197.13   (m)                       GP(       ) 4 2
 AA2983  NGVD 29 (03/30/95)  226.0    (m)          741.     (f) GPS OBS        
 AA2983
 AA2983.Superseded values are not recommended for survey control.
 AA2983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2983.See file dsdata.txt to determine how the superseded data were derived.
 AA2983
 AA2983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9264569876(NAD 83)
 AA2983_MARKER: DD = SURVEY DISK
 AA2983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2983_SP_SET: CONCRETE POST
 AA2983_STAMPING: 28-17 1993
 AA2983_MARK LOGO: ALHD  
 AA2983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2983+STABILITY: SURFACE MOTION
 AA2983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2983+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2983
 AA2983  HISTORY     - Date     Condition        Report By
 AA2983  HISTORY     - 1993     MONUMENTED       ALHD
 AA2983
 AA2983                          STATION DESCRIPTION
 AA2983
 AA2983'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2983'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2983'OF TABOR ROAD, ABOUT 3.70 MI (5.95 KM) NORTH OF GADSDEN AND ABOUT 4.40
 AA2983'MI (7.08 KM) NORTHWEST OF HOKES BLUFF. TO REACH THE STATION FROM THE
 AA2983'JUNCTION OF U.S. 278, U.S. 431, AND ALA 211 (MILE POST 0.00 ON ALA 211
 AA2983'AND MILE POST 269.55 ON U.S. 278 AND U.S. 431) AT A TRAFFIC LIGHT IN
 AA2983'GADSDEN, DRIVE NORTH ON ALA 211 FOR 1.80 MI (2.90 KM) TO MILE POST
 AA2983'1.80 AND TABOR ROAD ON THE RIGHT AT A TRAFFIC LIGHT, TURN RIGHT ON
 AA2983'TABOR ROAD AND DRIVE NORTHEAST FOR 0.30 MI (0.48 KM) TO A
 AA2983'Y-INTERSECTION WITH FAIRVIEW ROAD ON THE LEFT AND TABOR ROAD ON THE
 AA2983'RIGHT, BEAR RIGHT ON TABOR ROAD AND DRIVE NORTHEAST FOR 1.95 MI (3.14
 AA2983'KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED ACROSS TABOR
 AA2983'ROAD FROM A SMALL RED BRICK HOUSE AT 1976 TABOR ROAD, 14.8 FT (4.5 M)
 AA2983'EAST OF THE MAIL BOX FOR 1976 TABOR ROAD, 24.0 FT (7.3 M) NORTH OF A
 AA2983'TABOR ROAD, MADISON ROAD, AND A STOP SIGN, 29.9 FT (9.1 M) SOUTHEAST
 AA2983'OF THE CENTERLINE OF TABOR ROAD, 37.0 FT (11.3 M) NORTH OF THE CENTER
 AA2983'OF MADISON ROAD, 55.6 FT (16.9 M) SOUTH-SOUTHWEST OF A SPEED LIMIT 35
 AA2983'SIGN, 1.8 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2983'FLUSH WITH THE GROUND. STATION 28-18 1993 MAY BE USED AS AN AZIMUTH
 AA2983'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2984 ***********************************************************************
 AA2984  DESIGNATION -  28 18
 AA2984  PID         -  AA2984
 AA2984  STATE/COUNTY-  AL/ETOWAH
 AA2984  USGS QUAD   -  GADSDEN EAST (1986)
 AA2984
 AA2984                         *CURRENT SURVEY CONTROL
 AA2984  ___________________________________________________________________
 AA2984* NAD 83(1992)-  34 03 55.68782(N)    085 59 29.38233(W)     ADJUSTED  
 AA2984* NAVD 88     -       233.2    (meters)     765.     (feet)  VERTCON   
 AA2984  ___________________________________________________________________
 AA2984  X           -     369,750.557 (meters)                     COMP
 AA2984  Y           -  -5,276,423.788 (meters)                     COMP
 AA2984  Z           -   3,552,579.121 (meters)                     COMP
 AA2984  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AA2984  ELLIP HEIGHT-         204.25  (meters)          (07/29/02) GPS OBS
 AA2984  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA2984
 AA2984  HORZ ORDER  -  FIRST
 AA2984  ELLP ORDER  -  FOURTH    CLASS I
 AA2984
 AA2984.The horizontal coordinates were established by GPS observations
 AA2984.and adjusted by the National Geodetic Survey in March 1995..
 AA2984
 AA2984.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2984
 AA2984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2984
 AA2984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2984
 AA2984.The ellipsoidal height was determined by GPS observations
 AA2984.and is referenced to NAD 83.
 AA2984
 AA2984.The geoid height was determined by GEOID03.
 AA2984
 AA2984;                    North         East     Units Scale Factor Converg.
 AA2984;SPC AL E     -   395,377.180   185,400.056   MT  0.99996263   -0 05 18.9
 AA2984;UTM  16      - 3,769,873.876   593,063.537   MT  0.99970676   +0 33 53.8
 AA2984
 AA2984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2984!SPC AL E     -   0.99996794  x   0.99996263  =   0.99993057
 AA2984!UTM  16      -   0.99996794  x   0.99970676  =   0.99967471
 AA2984
 AA2984:                Primary Azimuth Mark                     Grid Az
 AA2984:SPC AL E     -  28 17                                    271 00 46.0
 AA2984:UTM  16      -  28 17                                    270 21 33.3
 AA2984
 AA2984|---------------------------------------------------------------------|
 AA2984| PID    Reference Object                     Distance      Geod. Az  |
 AA2984|                                                           dddmmss.s |
 AA2984| AA2983 28 17                               418.292 METERS 2705527.1 |
 AA2984|---------------------------------------------------------------------|
 AA2984
 AA2984                          SUPERSEDED SURVEY CONTROL
 AA2984
 AA2984  ELLIP H (03/30/95)  204.33   (m)                       GP(       ) 4 2
 AA2984  NGVD 29 (03/30/95)  233.2    (m)          765.     (f) GPS OBS        
 AA2984
 AA2984.Superseded values are not recommended for survey control.
 AA2984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2984.See file dsdata.txt to determine how the superseded data were derived.
 AA2984
 AA2984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9306469874(NAD 83)
 AA2984_MARKER: DD = SURVEY DISK
 AA2984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2984_SP_SET: CONCRETE POST
 AA2984_STAMPING: 28-18 1993
 AA2984_MARK LOGO: ALHD  
 AA2984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2984+STABILITY: SURFACE MOTION
 AA2984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2984+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2984
 AA2984  HISTORY     - Date     Condition        Report By
 AA2984  HISTORY     - 1993     MONUMENTED       ALHD
 AA2984
 AA2984                          STATION DESCRIPTION
 AA2984
 AA2984'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2984'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2984'MADISON ROAD, ABOUT 3.75 MI (6.03 KM) NORTH OF GADSDEN AND ABOUT 4.35
 AA2984'MI (7.00 KM) NORTHWEST OF HOKES BLUFF. TO REACH THE STATION FROM THE
 AA2984'JUNCTION OF U.S. 278, U.S. 431, AND ALA 211 (MILE POST 0.00 ON ALA 211
 AA2984'AND MILE POST 269.55 ON U.S. 278 AND U.S. 431) AT A TRAFFIC LIGHT IN
 AA2984'GADSDEN, DRIVE NORTH ON ALA 211 FOR 1.80 MI (2.90 KM) TO MILE POST
 AA2984'1.80 AND TABOR ROAD ON THE RIGHT AT A TRAFFIC LIGHT, TURN RIGHT ON
 AA2984'TABOR ROAD AND DRIVE NORTHEAST FOR 0.30 MI (0.48 KM) TO A
 AA2984'Y-INTERSECTION WITH FAIRVIEW ROAD ON THE LEFT AND TABOR ROAD ON THE
 AA2984'RIGHT, BEAR RIGHT ON TABOR ROAD AND DRIVE NORTHEAST FOR 1.95 MI (3.14
 AA2984'KM) TO MADISON ROAD ON THE RIGHT, TURN RIGHT ON MADISON ROAD AND DRIVE
 AA2984'EAST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA2984'23.5 FT (7.2 M) NORTH OF THE CENTER OF MADISON ROAD, 73.0 FT (22.3 M)
 AA2984'NORTHWEST OF THE NORTH ONE OF TWO SPLIT CROSS TIE POSTS ACROSS THE
 AA2984'ROAD, 81.0 FT (24.7 M) NORTHWEST OF THE SOUTH ONE OF TWO SPLIT CROSS
 AA2984'TIE POSTS ACROSS THE ROAD, 88.8 FT (27.1 M) EAST OF POWER AND CABLE
 AA2984'POLE NO. 7, AND SET FLUSH WITH THE GROUND. STATION 28-17 1993 MAY BE
 AA2984'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2985 ***********************************************************************
 AA2985  DESIGNATION -  28 19
 AA2985  PID         -  AA2985
 AA2985  STATE/COUNTY-  AL/ETOWAH
 AA2985  USGS QUAD   -  GADSDEN EAST (1986)
 AA2985
 AA2985                         *CURRENT SURVEY CONTROL
 AA2985  ___________________________________________________________________
 AA2985* NAD 83(1992)-  34 05 48.41730(N)    085 53 08.07188(W)     ADJUSTED  
 AA2985* NAVD 88     -       172.5    (meters)     566.     (feet)  VERTCON   
 AA2985  ___________________________________________________________________
 AA2985  X           -     379,360.890 (meters)                     COMP
 AA2985  Y           -  -5,273,739.613 (meters)                     COMP
 AA2985  Z           -   3,555,422.017 (meters)                     COMP
 AA2985  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AA2985  ELLIP HEIGHT-         143.50  (meters)          (07/29/02) GPS OBS
 AA2985  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA2985
 AA2985  HORZ ORDER  -  FIRST
 AA2985  ELLP ORDER  -  FOURTH    CLASS I
 AA2985
 AA2985.The horizontal coordinates were established by GPS observations
 AA2985.and adjusted by the National Geodetic Survey in March 1995..
 AA2985
 AA2985.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2985
 AA2985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2985
 AA2985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2985
 AA2985.The ellipsoidal height was determined by GPS observations
 AA2985.and is referenced to NAD 83.
 AA2985
 AA2985.The geoid height was determined by GEOID03.
 AA2985
 AA2985;                    North         East     Units Scale Factor Converg.
 AA2985;SPC AL E     -   398,840.427   195,179.290   MT  0.99996029   -0 01 45.4
 AA2985;UTM  16      - 3,773,447.619   602,800.249   MT  0.99973027   +0 37 29.3
 AA2985
 AA2985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2985!SPC AL E     -   0.99997747  x   0.99996029  =   0.99993776
 AA2985!UTM  16      -   0.99997747  x   0.99973027  =   0.99970775
 AA2985
 AA2985                          SUPERSEDED SURVEY CONTROL
 AA2985
 AA2985  ELLIP H (03/30/95)  143.59   (m)                       GP(       ) 4 2
 AA2985  NGVD 29 (03/30/95)  172.4    (m)          566.     (f) GPS OBS        
 AA2985
 AA2985.Superseded values are not recommended for survey control.
 AA2985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2985.See file dsdata.txt to determine how the superseded data were derived.
 AA2985
 AA2985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0280073448(NAD 83)
 AA2985_MARKER: DD = SURVEY DISK
 AA2985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2985_SP_SET: CONCRETE POST
 AA2985_STAMPING: 28-19 1993
 AA2985_MARK LOGO: ALHD  
 AA2985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2985+STABILITY: SURFACE MOTION
 AA2985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2985+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2985
 AA2985  HISTORY     - Date     Condition        Report By
 AA2985  HISTORY     - 1993     MONUMENTED       ALHD
 AA2985
 AA2985                          STATION DESCRIPTION
 AA2985
 AA2985'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2985'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2985'OF U.S. 411, ABOUT 7.40 MI (11.91 KM) NORTH OF HOKES BLUFF AND ABOUT
 AA2985'8.40 MI (13.52 KM) NORTHEAST OF GADSDEN. TO REACH THE STATION FROM THE
 AA2985'JUNCTION OF U.S. 278, U.S. 411, AND U.S. 431 (MILE POST 217.70 ON U.S.
 AA2985'411 AND MILE POST 267.90 ON U.S. 278 AND U.S. 431) AT AN INTERCHANGE
 AA2985'IN GADSDEN, DRIVE NORTHEAST ON U.S. 411 FOR 8.95 MI (14.40 KM) TO MILE
 AA2985'POST 226.65 AND THE STATION ON THE RIGHT. THE STATION IS 73.7 FT (22.5
 AA2985'M) SOUTHEAST OF THE CENTERLINE OF U.S. 411, 180.0 FT (54.9 M)
 AA2985'NORTHEAST OF THE NORTHEAST END OF A FIFTEEN-INCH CONCRETE PIPE UNDER A
 AA2985'FIELD ROAD, 186.0 FT (56.7 M) NORTHEAST OF THE CENTER OF A FIELD ROAD,
 AA2985'2.3 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2985'WITH THE GROUND. STATION 28-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2985'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1652 ***********************************************************************
 EF1652  DESIGNATION -  28 2
 EF1652  PID         -  EF1652
 EF1652  STATE/COUNTY-  AL/ETOWAH
 EF1652  USGS QUAD   -  GADSDEN WEST (1985)
 EF1652
 EF1652                         *CURRENT SURVEY CONTROL
 EF1652  ___________________________________________________________________
 EF1652* NAD 83(1992)-  34 01 11.92737(N)    086 02 38.54613(W)     ADJUSTED  
 EF1652* NAVD 88     -       166.0    (meters)     545.     (feet)  VERTCON   
 EF1652  ___________________________________________________________________
 EF1652  X           -     365,102.467 (meters)                     COMP
 EF1652  Y           -  -5,279,523.038 (meters)                     COMP
 EF1652  Z           -   3,548,360.276 (meters)                     COMP
 EF1652  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 EF1652  ELLIP HEIGHT-         136.92  (meters)          (07/29/02) GPS OBS
 EF1652  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EF1652
 EF1652  HORZ ORDER  -  FIRST
 EF1652  ELLP ORDER  -  FOURTH    CLASS I
 EF1652
 EF1652.The horizontal coordinates were established by GPS observations
 EF1652.and adjusted by the National Geodetic Survey in December 1992..
 EF1652
 EF1652.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1652.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1652
 EF1652.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1652
 EF1652.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1652
 EF1652.The ellipsoidal height was determined by GPS observations
 EF1652.and is referenced to NAD 83.
 EF1652
 EF1652.The geoid height was determined by GEOID03.
 EF1652
 EF1652;                    North         East     Units Scale Factor Converg.
 EF1652;SPC AL E     -   390,340.330   180,539.176   MT  0.99996467   -0 07 04.4
 EF1652;UTM  16      - 3,764,783.278   588,261.649   MT  0.99969603   +0 32 05.6
 EF1652
 EF1652!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1652!SPC AL E     -   0.99997851  x   0.99996467  =   0.99994318
 EF1652!UTM  16      -   0.99997851  x   0.99969603  =   0.99967454
 EF1652
 EF1652:                Primary Azimuth Mark                     Grid Az
 EF1652:SPC AL E     -  28 3                                     084 03 58.4
 EF1652:UTM  16      -  28 3                                     083 24 48.4
 EF1652
 EF1652|---------------------------------------------------------------------|
 EF1652| PID    Reference Object                     Distance      Geod. Az  |
 EF1652|                                                           dddmmss.s |
 EF1652| EF1653 28 3                                419.631 METERS 0835654.0 |
 EF1652|---------------------------------------------------------------------|
 EF1652
 EF1652                          SUPERSEDED SURVEY CONTROL
 EF1652
 EF1652  ELLIP H (12/04/92)  137.01   (m)                       GP(       ) 4 1
 EF1652  NAD 83(1992)-  34 01 11.93658(N)    086 02 38.55179(W) AD(       ) 1
 EF1652  NGVD 29 (12/04/92)  166.0    (m)          545.     (f) GPS OBS        
 EF1652
 EF1652.Superseded values are not recommended for survey control.
 EF1652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1652.See file dsdata.txt to determine how the superseded data were derived.
 EF1652
 EF1652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8826264783(NAD 83)
 EF1652_MARKER: DD = SURVEY DISK
 EF1652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1652_SP_SET: CONCRETE POST
 EF1652_STAMPING: 28 - 2 1989
 EF1652_MARK LOGO: ALHD  
 EF1652_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1652+STABILITY: SURFACE MOTION
 EF1652_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1652+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 EF1652
 EF1652  HISTORY     - Date     Condition        Report By
 EF1652  HISTORY     - 1989     MONUMENTED       ALHD
 EF1652  HISTORY     - 19900118 GOOD
 EF1652  HISTORY     - 20050911 GOOD             GEOCAC
 EF1652
 EF1652                          STATION DESCRIPTION
 EF1652
 EF1652'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1652'THE STATION IS LOCATED IN ETOWAH COUNTY ON RAILROAD RIGHT OF WAY IN
 EF1652'THE WEST SIDE OF GADSDEN IN WHAT WAS ONCE ALABAMA CITY BETWEEN THE
 EF1652'RAILROAD AND RAILROAD AVE.
 EF1652'TO REACH THE STATION FROM THE I-59, U.S. 278, AND U.S. 431
 EF1652'INTERCHANGEIN THE WEST SIDE OF GADSDEN, DRIVE EAST ON MEIGHAN BLVD.
 EF1652'(U.S. 278 AND U.S. 431) 1.80 MI (2.90 KM) TO 26TH STREET ON THE
 EF1652'RIGHT, TURN RIGHT ON 26TH STREET AND DRIVE SOUTH 3 BLOCKS CROSSING
 EF1652'THE RAILROAD, TO RAILROAD AVE.ON THE RIGHT, TURN RIGHT ON RAILROAD
 EF1652'AVE. AND DRIVE WEST 90 FT (27.4 M) TO THE STATION ON THE RIGHT
 EF1652'BETWEEN RAILROAD AVE. AND THE RAILROAD TRACK.
 EF1652'THE STATION IS 15.0 FT (4.6 M) SOUTH OF THE SOUTH RAIL, 17.4 FT
 EF1652'(5.3 M) NORTH OF THE NORTH CURB OF RAILROAD AVE., 30.0 FT (9.1 M)
 EF1652'NORTH OF THE CENTER OF RAILROAD AVE., 91.0 FT (27.7 M) WEST OF THE
 EF1652'CENTER OF 26TH STREET, 62.7 FT (19.1 M) WEST OF FIRE HYDRANT, 70.5 FT
 EF1652'(21.5 M) NORTHWEST OF THE NORTHEAST CORNER OF THE ODEN PIANO AND
 EF1652'ORGAN BUILDING, 85.6 FT (26.1 M) NORTHEAST OF THE NORTHWEST CORNER OF
 EF1652'THE ODEN PIANO AND ORGAN BUILDING, AND SET FLUSH WITH THE GROUND.
 EF1652'STATION 28 - 3 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1652
 EF1652                          STATION RECOVERY (1990)
 EF1652
 EF1652'RECOVERED 1990
 EF1652'RECOVERED IN GOOD CONDITION.
 EF1652
 EF1652                          STATION RECOVERY (2005)
 EF1652
 EF1652'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1652'WITNESS POST IS MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2986 ***********************************************************************
 AA2986  DESIGNATION -  28 20
 AA2986  PID         -  AA2986
 AA2986  STATE/COUNTY-  AL/ETOWAH
 AA2986  USGS QUAD   -  GADSDEN EAST (1986)
 AA2986
 AA2986                         *CURRENT SURVEY CONTROL
 AA2986  ___________________________________________________________________
 AA2986* NAD 83(1992)-  34 06 05.06490(N)    085 52 51.27655(W)     ADJUSTED  
 AA2986* NAVD 88     -       177.9    (meters)     584.     (feet)  VERTCON   
 AA2986  ___________________________________________________________________
 AA2986  X           -     379,769.979 (meters)                     COMP
 AA2986  Y           -  -5,273,426.403 (meters)                     COMP
 AA2986  Z           -   3,555,849.863 (meters)                     COMP
 AA2986  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AA2986  ELLIP HEIGHT-         148.99  (meters)          (07/29/02) GPS OBS
 AA2986  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA2986
 AA2986  HORZ ORDER  -  FIRST
 AA2986  ELLP ORDER  -  FOURTH    CLASS I
 AA2986
 AA2986.The horizontal coordinates were established by GPS observations
 AA2986.and adjusted by the National Geodetic Survey in March 1995..
 AA2986
 AA2986.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2986
 AA2986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2986
 AA2986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2986
 AA2986.The ellipsoidal height was determined by GPS observations
 AA2986.and is referenced to NAD 83.
 AA2986
 AA2986.The geoid height was determined by GEOID03.
 AA2986
 AA2986;                    North         East     Units Scale Factor Converg.
 AA2986;SPC AL E     -   399,353.146   195,610.031   MT  0.99996024   -0 01 36.0
 AA2986;UTM  16      - 3,773,965.104   603,225.012   MT  0.99973135   +0 37 38.9
 AA2986
 AA2986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2986!SPC AL E     -   0.99997661  x   0.99996024  =   0.99993685
 AA2986!UTM  16      -   0.99997661  x   0.99973135  =   0.99970797
 AA2986
 AA2986                          SUPERSEDED SURVEY CONTROL
 AA2986
 AA2986  ELLIP H (03/30/95)  149.07   (m)                       GP(       ) 4 2
 AA2986  NGVD 29 (03/30/95)  177.9    (m)          584.     (f) GPS OBS        
 AA2986
 AA2986.Superseded values are not recommended for survey control.
 AA2986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2986.See file dsdata.txt to determine how the superseded data were derived.
 AA2986
 AA2986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0322573965(NAD 83)
 AA2986_MARKER: DD = SURVEY DISK
 AA2986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2986_SP_SET: CONCRETE POST
 AA2986_STAMPING: 28-20 1993
 AA2986_MARK LOGO: ALHD  
 AA2986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2986+STABILITY: SURFACE MOTION
 AA2986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2986+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2986
 AA2986  HISTORY     - Date     Condition        Report By
 AA2986  HISTORY     - 1993     MONUMENTED       ALHD
 AA2986
 AA2986                          STATION DESCRIPTION
 AA2986
 AA2986'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2986'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2986'OF U.S. 411, ABOUT 7.75 MI (12.47 KM) NORTH OF HOKES BLUFF AND ABOUT
 AA2986'8.80 MI (14.16 KM) NORTHEAST OF GADSDEN. TO REACH THE STATION FROM THE
 AA2986'JUNCTION OF U.S. 278, U.S. 411, AND U.S. 431 (MILE POST 217.70 ON U.S.
 AA2986'411 AND MILE POST 267.90 ON U.S. 278 AND U.S. 431) AT AN INTERCHANGE
 AA2986'IN GADSDEN, DRIVE NORTHEAST ON U.S. 411 FOR 9.35 MI (15.05 KM) TO MILE
 AA2986'POST 227.05 AND THE STATION ON THE LEFT. THE STATION IS 41.4 FT (12.6
 AA2986'M) WEST OF A STOP SIGN, 43.3 FT (13.2 M) WEST OF A BROKEN ARROW DR
 AA2986'SIGN, 54.6 FT (16.6 M) SOUTHWEST OF THE CENTER OF BROKEN ARROW DRIVE,
 AA2986'70.6 FT (21.5 M) NORTHWEST OF THE CENTERLINE OF U.S. 411, 79.3 FT
 AA2986'(24.2 M) SOUTHWEST OF A GREY FOUR BY FOUR INCH POST WITH RED AND AMBER
 AA2986'REFLECTORS, 1.8 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 AA2986'SET FLUSH WITH THE GROUND. STATION 28-19 1993 MAY BE USED AS AN
 AA2986'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2987 ***********************************************************************
 AA2987  DESIGNATION -  28 21
 AA2987  PID         -  AA2987
 AA2987  STATE/COUNTY-  AL/ETOWAH
 AA2987  USGS QUAD   -  GLENCOE (1972)
 AA2987
 AA2987                         *CURRENT SURVEY CONTROL
 AA2987  ___________________________________________________________________
 AA2987* NAD 83(1992)-  33 58 08.13870(N)    085 54 27.19924(W)     ADJUSTED  
 AA2987* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 AA2987  ___________________________________________________________________
 AA2987  X           -     377,904.527 (meters)                     COMP
 AA2987  Y           -  -5,281,806.369 (meters)                     COMP
 AA2987  Z           -   3,543,671.814 (meters)                     COMP
 AA2987  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AA2987  ELLIP HEIGHT-         148.84  (meters)          (07/29/02) GPS OBS
 AA2987  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA2987
 AA2987  HORZ ORDER  -  FIRST
 AA2987  ELLP ORDER  -  FOURTH    CLASS I
 AA2987
 AA2987.The horizontal coordinates were established by GPS observations
 AA2987.and adjusted by the National Geodetic Survey in March 1995..
 AA2987
 AA2987.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2987
 AA2987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2987
 AA2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2987
 AA2987.The ellipsoidal height was determined by GPS observations
 AA2987.and is referenced to NAD 83.
 AA2987
 AA2987.The geoid height was determined by GEOID03.
 AA2987
 AA2987;                    North         East     Units Scale Factor Converg.
 AA2987;SPC AL E     -   384,660.168   193,140.793   MT  0.99996058   -0 02 29.3
 AA2987;UTM  16      - 3,759,248.351   600,923.930   MT  0.99972556   +0 36 37.6
 AA2987
 AA2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2987!SPC AL E     -   0.99997663  x   0.99996058  =   0.99993722
 AA2987!UTM  16      -   0.99997663  x   0.99972556  =   0.99970220
 AA2987
 AA2987:                Primary Azimuth Mark                     Grid Az
 AA2987:SPC AL E     -  28 22                                    034 12 37.7
 AA2987:UTM  16      -  28 22                                    033 33 30.8
 AA2987
 AA2987|---------------------------------------------------------------------|
 AA2987| PID    Reference Object                     Distance      Geod. Az  |
 AA2987|                                                           dddmmss.s |
 AA2987| AA2988 28 22                               APPROX. 0.6 KM 0341008.4 |
 AA2987|---------------------------------------------------------------------|
 AA2987
 AA2987                          SUPERSEDED SURVEY CONTROL
 AA2987
 AA2987  ELLIP H (03/30/95)  148.93   (m)                       GP(       ) 4 2
 AA2987  NGVD 29 (03/30/95)  177.8    (m)          583.     (f) GPS OBS        
 AA2987
 AA2987.Superseded values are not recommended for survey control.
 AA2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2987.See file dsdata.txt to determine how the superseded data were derived.
 AA2987
 AA2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0092459248(NAD 83)
 AA2987_MARKER: DD = SURVEY DISK
 AA2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2987_SP_SET: CONCRETE POST
 AA2987_STAMPING: 28-21 1993
 AA2987_MARK LOGO: ALHD  
 AA2987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2987+STABILITY: SURFACE MOTION
 AA2987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2987+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 AA2987
 AA2987  HISTORY     - Date     Condition        Report By
 AA2987  HISTORY     - 1993     MONUMENTED       ALHD
 AA2987  HISTORY     - 20060417 GOOD             BWSC
 AA2987
 AA2987                          STATION DESCRIPTION
 AA2987
 AA2987'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2987'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2987'OF MCLAIN STREET IN GLENCO. TO REACH THE STATION FROM THE JUNCTION ON
 AA2987'U.S. 278 EAST AND U.S. 431 SOUTH (MILE POST 115.35 ON U.S. 278 AND
 AA2987'MILE POST 265.95 ON U.S. 431) AT A TRAFFIC LIGHT IN GADSDEN, DRIVE
 AA2987'EAST ON U.S. 278 FOR 4.90 MI (7.89 KM) TO MILE POST 120.25 AND MCLAIN
 AA2987'STREET ON THE RIGHT, TURN RIGHT ON MCLAIN STREET AND DRIVE SOUTHWEST
 AA2987'FOR 1.30 MI (2.09 KM) TO A CROSS ROAD WITH RABBITTOWN ROAD LEFT AND
 AA2987'RIGHT, CONTINUE SOUTHWEST ON MCLAIN STREET FOR 0.65 MI (1.05 KM) TO
 AA2987'THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A
 AA2987'FOUR FOOT HOG WIRE FENCE ON TREATED WOOD POSTS, 11.6 FT (3.5 M)
 AA2987'WEST-SOUTHWEST OF A CROSS TIE POST IN THE FENCE LINE, 21.4 FT (6.5 M)
 AA2987'SOUTHEAST OF THE CENTERLINE OF MCLAIN STREET, 44.4 FT (13.5 M)
 AA2987'SOUTH-SOUTHEAST OF A FIRE HYDRANT ACROSS THE ROAD, 177.0 FT (53.9 M)
 AA2987'EAST-NORTHEAST OF THE EAST TEN-INCH POST OF A CHAIN LINK GATE, 191.5
 AA2987'FT (58.4 M) WEST-SOUTHWEST OF A TELEPHONE CABLE PEDESTAL, 3.0 FT (0.9
 AA2987'M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2987'GROUND. STATION 28-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2987
 AA2987                          STATION RECOVERY (2006)
 AA2987
 AA2987'RECOVERY NOTE BY BARGE WAGGONER SUMNER AND CANNON 2006 (TGK)
 AA2987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2988 ***********************************************************************
 AA2988  DESIGNATION -  28 22
 AA2988  PID         -  AA2988
 AA2988  STATE/COUNTY-  AL/ETOWAH
 AA2988  USGS QUAD   -  GLENCOE (1972)
 AA2988
 AA2988                         *CURRENT SURVEY CONTROL
 AA2988  ___________________________________________________________________
 AA2988* NAD 83(1992)-  33 58 23.38974(N)    085 54 14.77322(W)     ADJUSTED  
 AA2988* NAVD 88     -       175.6    (meters)     576.     (feet)  VERTCON   
 AA2988  ___________________________________________________________________
 AA2988  X           -     378,203.833 (meters)                     COMP
 AA2988  Y           -  -5,281,519.857 (meters)                     COMP
 AA2988  Z           -   3,544,060.293 (meters)                     COMP
 AA2988  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AA2988  ELLIP HEIGHT-         146.63  (meters)          (07/29/02) GPS OBS
 AA2988  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA2988
 AA2988  HORZ ORDER  -  FIRST
 AA2988  ELLP ORDER  -  FOURTH    CLASS I
 AA2988
 AA2988.The horizontal coordinates were established by GPS observations
 AA2988.and adjusted by the National Geodetic Survey in March 1995..
 AA2988
 AA2988.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2988
 AA2988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2988
 AA2988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2988
 AA2988.The ellipsoidal height was determined by GPS observations
 AA2988.and is referenced to NAD 83.
 AA2988
 AA2988.The geoid height was determined by GEOID03.
 AA2988
 AA2988;                    North         East     Units Scale Factor Converg.
 AA2988;SPC AL E     -   385,129.834   193,460.103   MT  0.99996053   -0 02 22.4
 AA2988;UTM  16      - 3,759,721.508   601,237.802   MT  0.99972634   +0 36 44.8
 AA2988
 AA2988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2988!SPC AL E     -   0.99997698  x   0.99996053  =   0.99993751
 AA2988!UTM  16      -   0.99997698  x   0.99972634  =   0.99970333
 AA2988
 AA2988:                Primary Azimuth Mark                     Grid Az
 AA2988:SPC AL E     -  28 21                                    214 12 37.8
 AA2988:UTM  16      -  28 21                                    213 33 30.6
 AA2988
 AA2988|---------------------------------------------------------------------|
 AA2988| PID    Reference Object                     Distance      Geod. Az  |
 AA2988|                                                           dddmmss.s |
 AA2988| AA2987 28 21                               APPROX. 0.6 KM 2141015.4 |
 AA2988|---------------------------------------------------------------------|
 AA2988
 AA2988                          SUPERSEDED SURVEY CONTROL
 AA2988
 AA2988  ELLIP H (03/30/95)  146.72   (m)                       GP(       ) 4 2
 AA2988  NGVD 29 (03/30/95)  175.6    (m)          576.     (f) GPS OBS        
 AA2988
 AA2988.Superseded values are not recommended for survey control.
 AA2988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2988.See file dsdata.txt to determine how the superseded data were derived.
 AA2988
 AA2988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0123859722(NAD 83)
 AA2988_MARKER: DD = SURVEY DISK
 AA2988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2988_SP_SET: CONCRETE POST
 AA2988_STAMPING: 28-22 1993
 AA2988_MARK LOGO: ALHD  
 AA2988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2988+STABILITY: SURFACE MOTION
 AA2988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2988+SATELLITE: SATELLITE OBSERVATIONS - April 17, 2006
 AA2988
 AA2988  HISTORY     - Date     Condition        Report By
 AA2988  HISTORY     - 1993     MONUMENTED       ALHD
 AA2988  HISTORY     - 20060417 GOOD             BWSC
 AA2988
 AA2988                          STATION DESCRIPTION
 AA2988
 AA2988'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2988'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE WEST RIGHT OF WAY OF
 AA2988'MCLAIN STREET IN GLENCO. TO REACH THE STATION FROM THE JUNCTION ON
 AA2988'U.S. 278 EAST AND U.S. 431 SOUTH (MILE POST 115.35 ON U.S. 278 AND
 AA2988'MILE POST 265.95 ON U.S. 431) AT A TRAFFIC LIGHT IN GADSDEN, DRIVE
 AA2988'EAST ON U.S. 278 FOR 4.90 MI (7.89 KM) TO MILE POST 120.25 AND MCLAIN
 AA2988'STREET ON THE RIGHT, TURN RIGHT ON MCLAIN STREET AND DRIVE SOUTHWEST
 AA2988'FOR 1.30 MI (2.09 KM) TO A CROSS ROAD WITH RABBITTOWN ROAD LEFT AND
 AA2988'RIGHT, CONTINUE SOUTHWEST ON MCLAIN STREET FOR 0.25 MI (0.40 KM) TO
 AA2988'THE STATION ON THE RIGHT. THE STATION IS 26.8 FT (8.2 M) WEST OF THE
 AA2988'CENTERLINE OF MCLAIN STREET, 37.5 FT (11.4 M) WEST-NORTHWEST OF THE
 AA2988'CENTER OF THE INTERSECTION OF MCLAIN STREET AND A FIELD ROAD LEADING
 AA2988'EAST, 60.8 FT (18.5 M) NORTH OF A FIRE HYDRANT, 77.8 FT (23.7 M)
 AA2988'NORTHWEST OF A GRAPHIC CURVE SIGN, 1.9 FT (0.6 M) EAST OF A CARSONITE
 AA2988'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 28-21 1993 MAY BE
 AA2988'USED AS AN AZIMUTH FOR THIS STATION.
 AA2988
 AA2988                          STATION RECOVERY (2006)
 AA2988
 AA2988'RECOVERY NOTE BY BARGE WAGGONER SUMNER AND CANNON 2006 (TGK)
 AA2988'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2989 ***********************************************************************
 AA2989  DESIGNATION -  28 23
 AA2989  PID         -  AA2989
 AA2989  STATE/COUNTY-  AL/ETOWAH
 AA2989  USGS QUAD   -  BALLPLAY (1986)
 AA2989
 AA2989                         *CURRENT SURVEY CONTROL
 AA2989  ___________________________________________________________________
 AA2989* NAD 83(1992)-  34 03 55.97721(N)    085 48 09.03196(W)     ADJUSTED  
 AA2989* NAVD 88     -       168.3    (meters)     552.     (feet)  VERTCON   
 AA2989  ___________________________________________________________________
 AA2989  X           -     387,148.135 (meters)                     COMP
 AA2989  Y           -  -5,275,116.866 (meters)                     COMP
 AA2989  Z           -   3,552,550.137 (meters)                     COMP
 AA2989  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AA2989  ELLIP HEIGHT-         139.32  (meters)          (07/29/02) GPS OBS
 AA2989  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA2989
 AA2989  HORZ ORDER  -  FIRST
 AA2989  ELLP ORDER  -  FOURTH    CLASS I
 AA2989
 AA2989.The horizontal coordinates were established by GPS observations
 AA2989.and adjusted by the National Geodetic Survey in March 1995..
 AA2989
 AA2989.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2989
 AA2989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2989
 AA2989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2989
 AA2989.The ellipsoidal height was determined by GPS observations
 AA2989.and is referenced to NAD 83.
 AA2989
 AA2989.The geoid height was determined by GEOID03.
 AA2989
 AA2989;                    North         East     Units Scale Factor Converg.
 AA2989;SPC AL E     -   395,375.238   202,845.408   MT  0.99996010   +0 01 02.2
 AA2989;UTM  16      - 3,770,070.876   610,503.716   MT  0.99975053   +0 40 15.0
 AA2989
 AA2989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2989!SPC AL E     -   0.99997813  x   0.99996010  =   0.99993823
 AA2989!UTM  16      -   0.99997813  x   0.99975053  =   0.99972867
 AA2989
 AA2989                          SUPERSEDED SURVEY CONTROL
 AA2989
 AA2989  ELLIP H (03/30/95)  139.40   (m)                       GP(       ) 4 2
 AA2989  NGVD 29 (03/30/95)  168.2    (m)          552.     (f) GPS OBS        
 AA2989
 AA2989.Superseded values are not recommended for survey control.
 AA2989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2989.See file dsdata.txt to determine how the superseded data were derived.
 AA2989
 AA2989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1050470071(NAD 83)
 AA2989_MARKER: DD = SURVEY DISK
 AA2989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2989_SP_SET: CONCRETE POST
 AA2989_STAMPING: 28-23 1993
 AA2989_MARK LOGO: ALHD  
 AA2989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2989+STABILITY: SURFACE MOTION
 AA2989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2989+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2989
 AA2989  HISTORY     - Date     Condition        Report By
 AA2989  HISTORY     - 1993     MONUMENTED       ALHD
 AA2989
 AA2989                          STATION DESCRIPTION
 AA2989
 AA2989'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2989'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2989'OF CENTRE ROAD, ABOUT 5.05 MI (8.13 KM) NORTHEAST OF HOKES BLUFF AND
 AA2989'ABOUT 11.65 MI (18.75 KM) EAST-NORTHEAST OF GADSDEN. TO REACH THE
 AA2989'STATION FROM THE JUNCTION ON U.S. 278 EAST AND U.S. 431 SOUTH (MILE
 AA2989'POST 115.35 ON U.S. 278 AND MILE POST 265.95 ON U.S. 431) AT A TRAFFIC
 AA2989'LIGHT IN GADSDEN, DRIVE EAST ON U.S. 278 FOR 5.75 MI (9.25 KM) TO MILE
 AA2989'POST 121.10 AND APPALACHAIN ROAD ON THE LEFT, TURN LEFT ON APPALACHAIN
 AA2989'ROAD AND DRIVE NORTH FOR 0.70 MI (1.13 KM) TO A CROSS ROAD WITH CENTRE
 AA2989'ROAD LEFT AND RIGHT, TURN RIGHT ON CENTRE ROAD AND DRIVE NORTHEAST FOR
 AA2989'6.10 MI (9.82 KM) TO A Y-INTERSECTION WITH CROFT FERRY ROAD ON THE
 AA2989'LEFT AND CENTRE ROAD ON THE RIGHT, BEAR RIGHT ON CENTRE ROAD AND DRIVE
 AA2989'NORTHEAST FOR 0.75 MI (1.21 KM) TO THE STATION ON THE RIGHT. THE
 AA2989'STATION IS 26.6 FT (8.1 M) SOUTHEAST OF THE CENTERLINE OF CENTRE ROAD,
 AA2989'52.5 FT (16.0 M) SOUTHWEST OF THE SOUTHWEST END OF A FIFTEEN-INCH
 AA2989'CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 63.5 FT (19.4 M) SOUTHWEST OF
 AA2989'THE CENTER OF A GRAVEL DRIVEWAY, 78.5 FT (23.9 M) WEST-NORTHWEST OF
 AA2989'THE NORTHWEST CORNER OF A LIGHT BROWN MOBLE HOME, 94.9 FT (28.9 M)
 AA2989'NORTHEAST OF TRANSFORMER POWER POLE NO. 25729 WITH A SECURITY LIGHT,
 AA2989'123.4 FT (37.6 M) WEST-SOUTHWEST OF TRANSFORMER POWER POLE NO. 25636,
 AA2989'1.8 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2989'WITH THE GROUND. STATION 28-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2989'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2990 ***********************************************************************
 AA2990  DESIGNATION -  28 24
 AA2990  PID         -  AA2990
 AA2990  STATE/COUNTY-  AL/ETOWAH
 AA2990  USGS QUAD   -  BALLPLAY (1986)
 AA2990
 AA2990                         *CURRENT SURVEY CONTROL
 AA2990  ___________________________________________________________________
 AA2990* NAD 83(1992)-  34 04 07.66577(N)    085 47 50.89668(W)     ADJUSTED  
 AA2990* NAVD 88     -       165.6    (meters)     543.     (feet)  VERTCON   
 AA2990  ___________________________________________________________________
 AA2990  X           -     387,596.988 (meters)                     COMP
 AA2990  Y           -  -5,274,879.404 (meters)                     COMP
 AA2990  Z           -   3,552,846.995 (meters)                     COMP
 AA2990  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AA2990  ELLIP HEIGHT-         136.66  (meters)          (07/29/02) GPS OBS
 AA2990  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA2990
 AA2990  HORZ ORDER  -  FIRST
 AA2990  ELLP ORDER  -  FOURTH    CLASS I
 AA2990
 AA2990.The horizontal coordinates were established by GPS observations
 AA2990.and adjusted by the National Geodetic Survey in March 1995..
 AA2990
 AA2990.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2990
 AA2990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2990
 AA2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2990
 AA2990.The ellipsoidal height was determined by GPS observations
 AA2990.and is referenced to NAD 83.
 AA2990
 AA2990.The geoid height was determined by GEOID03.
 AA2990
 AA2990;                    North         East     Units Scale Factor Converg.
 AA2990;SPC AL E     -   395,735.524   203,310.301   MT  0.99996014   +0 01 12.3
 AA2990;UTM  16      - 3,770,436.366   610,964.373   MT  0.99975178   +0 40 25.4
 AA2990
 AA2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2990!SPC AL E     -   0.99997855  x   0.99996014  =   0.99993869
 AA2990!UTM  16      -   0.99997855  x   0.99975178  =   0.99973033
 AA2990
 AA2990                          SUPERSEDED SURVEY CONTROL
 AA2990
 AA2990  ELLIP H (03/30/95)  136.74   (m)                       GP(       ) 4 2
 AA2990  NGVD 29 (03/30/95)  165.6    (m)          543.     (f) GPS OBS        
 AA2990
 AA2990.Superseded values are not recommended for survey control.
 AA2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2990.See file dsdata.txt to determine how the superseded data were derived.
 AA2990
 AA2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1096470436(NAD 83)
 AA2990_MARKER: DD = SURVEY DISK
 AA2990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2990_SP_SET: CONCRETE POST
 AA2990_STAMPING: 28-24 1993
 AA2990_MARK LOGO: ALHD  
 AA2990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2990+STABILITY: SURFACE MOTION
 AA2990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2990+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2990
 AA2990  HISTORY     - Date     Condition        Report By
 AA2990  HISTORY     - 1993     MONUMENTED       ALHD
 AA2990
 AA2990                          STATION DESCRIPTION
 AA2990
 AA2990'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2990'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2990'OF CENTRE ROAD, ABOUT 5.40 MI (8.69 KM) NORTHEAST OF HOKES BLUFF AND
 AA2990'ABOUT 12.00 MI (19.31 KM) EAST-NORTHEAST OF GADSDEN. TO REACH THE
 AA2990'STATION FROM THE JUNCTION ON U.S. 278 EAST AND U.S. 431 SOUTH (MILE
 AA2990'POST 115.35 ON U.S. 278 AND MILE POST 265.95 ON U.S. 431) AT A TRAFFIC
 AA2990'LIGHT IN GADSDEN, DRIVE EAST ON U.S. 278 FOR 5.75 MI (9.25 KM) TO MILE
 AA2990'POST 121.10 AND APPALACHAIN ROAD ON THE LEFT, TURN LEFT ON APPALACHAIN
 AA2990'ROAD AND DRIVE NORTH FOR 0.70 MI (1.13 KM) TO A CROSS ROAD WITH CENTRE
 AA2990'ROAD LEFT AND RIGHT, TURN RIGHT ON CENTRE ROAD AND DRIVE NORTHEAST FOR
 AA2990'6.10 MI (9.82 KM) TO A Y-INTERSECTION WITH CROFT FERRY ROAD ON THE
 AA2990'LEFT AND CENTRE ROAD ON THE RIGHT, BEAR RIGHT ON CENTRE ROAD AND DRIVE
 AA2990'NORTHEAST FOR 1.10 MI (1.77 KM) TO THE STATION ON THE RIGHT. THE
 AA2990'STATION IS 29.3 FT (8.9 M) SOUTHEAST OF THE CENTERLINE OF CENTRE ROAD,
 AA2990'88.1 FT (26.9 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 166
 AA2990'HB, 89.1 FT (27.2 M) WEST-SOUTHWEST OF JUNCTION POWER POLE NO. R 1695
 AA2990'SOLIO, 1.7 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2990'FLUSH WITH THE GROUND. STATION 28-23 1993 MAY BE USED AS AN AZIMUTH
 AA2990'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2991 ***********************************************************************
 AA2991  DESIGNATION -  28 25
 AA2991  PID         -  AA2991
 AA2991  STATE/COUNTY-  AL/ETOWAH
 AA2991  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 AA2991
 AA2991                         *CURRENT SURVEY CONTROL
 AA2991  ___________________________________________________________________
 AA2991* NAD 83(1992)-  33 53 29.00726(N)    086 00 06.55861(W)     ADJUSTED  
 AA2991* NAVD 88     -       172.3    (meters)     565.     (feet)  VERTCON   
 AA2991  ___________________________________________________________________
 AA2991  X           -     369,548.479 (meters)                     COMP
 AA2991  Y           -  -5,287,205.404 (meters)                     COMP
 AA2991  Z           -   3,536,532.604 (meters)                     COMP
 AA2991  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AA2991  ELLIP HEIGHT-         143.28  (meters)          (07/29/02) GPS OBS
 AA2991  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA2991
 AA2991  HORZ ORDER  -  FIRST
 AA2991  ELLP ORDER  -  FOURTH    CLASS I
 AA2991
 AA2991.The horizontal coordinates were established by GPS observations
 AA2991.and adjusted by the National Geodetic Survey in March 1995..
 AA2991
 AA2991.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2991
 AA2991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2991
 AA2991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2991
 AA2991.The ellipsoidal height was determined by GPS observations
 AA2991.and is referenced to NAD 83.
 AA2991
 AA2991.The geoid height was determined by GEOID03.
 AA2991
 AA2991;                    North         East     Units Scale Factor Converg.
 AA2991;SPC AL E     -   376,070.371   184,415.058   MT  0.99996299   -0 05 38.2
 AA2991;UTM  16      - 3,750,562.071   592,298.520   MT  0.99970502   +0 33 23.9
 AA2991
 AA2991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2991!SPC AL E     -   0.99997751  x   0.99996299  =   0.99994050
 AA2991!UTM  16      -   0.99997751  x   0.99970502  =   0.99968253
 AA2991
 AA2991:                Primary Azimuth Mark                     Grid Az
 AA2991:SPC AL E     -  28 26                                    026 12 28.9
 AA2991:UTM  16      -  28 26                                    025 33 26.8
 AA2991
 AA2991|---------------------------------------------------------------------|
 AA2991| PID    Reference Object                     Distance      Geod. Az  |
 AA2991|                                                           dddmmss.s |
 AA2991| AA2992 28 26                               459.155 METERS 0260650.7 |
 AA2991|---------------------------------------------------------------------|
 AA2991
 AA2991                          SUPERSEDED SURVEY CONTROL
 AA2991
 AA2991  ELLIP H (03/30/95)  143.38   (m)                       GP(       ) 4 2
 AA2991  NGVD 29 (03/30/95)  172.2    (m)          565.     (f) GPS OBS        
 AA2991
 AA2991.Superseded values are not recommended for survey control.
 AA2991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2991.See file dsdata.txt to determine how the superseded data were derived.
 AA2991
 AA2991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9229950562(NAD 83)
 AA2991_MARKER: DD = SURVEY DISK
 AA2991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2991_SP_SET: CONCRETE POST
 AA2991_STAMPING: 28-25 1993
 AA2991_MARK LOGO: ALHD  
 AA2991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2991+STABILITY: SURFACE MOTION
 AA2991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2991+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA2991
 AA2991  HISTORY     - Date     Condition        Report By
 AA2991  HISTORY     - 1993     MONUMENTED       ALHD
 AA2991  HISTORY     - 20040901 GOOD             JCLS
 AA2991
 AA2991                          STATION DESCRIPTION
 AA2991
 AA2991'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2991'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE WEST RIGHT OF WAY OF
 AA2991'GREEN VALLEY ROAD IN SOUTHSIDE. TO REACH THE STATION FROM THE JUNCTION
 AA2991'OF U.S. 411 AND ALA 77 (MILE POST 102.90 ON ALA 77 AND MILE POST
 AA2991'212.55 ON U.S. 411) AT A TRAFFIC LIGHT IN RAINBOW CITY, DRIVE SOUTH ON
 AA2991'ALA 77 FOR 5.70 MI (9.17 KM) TO MILE POST 97.20 AND GREEN VALLEY ROAD
 AA2991'ON THE LEFT, TURN LEFT ON GREEN VALLEY ROAD AND DRIVE SOUTHEAST, EAST,
 AA2991'AND NORTHEAST FOR 2.35 MI (3.78 KM) TO THE STATION ON THE LEFT. THE
 AA2991'STATION IS 2.9 FT (0.9 M) EAST-SOUTHEAST OF A FOUR STRAND ELECTRIC
 AA2991'FENCE ON WHITE TOP, GREEN STEEL POSTS, 30.2 FT (9.2 M) WEST-NORTHWEST
 AA2991'OF THE CENTERLINE OF GREEN VALLEY ROAD, 59.6 FT (18.2 M) SOUTH OF
 AA2991'TELEPHONE CABLE PEDESTAL NO. P 39, 60.5 FT (18.4 M) SOUTH OF A
 AA2991'JUNCTION POWER POLE, 72.8 FT (22.2 M) WEST-NORTHWEST OF THE EAST CROSS
 AA2991'TIE POST OF A STEEL PIPE GATE ACROSS THE ROAD, 74.7 FT (22.8 M)
 AA2991'WEST-SOUTHWEST OF SHD TRAFFIC COUNTER STATION 463 ACROSS THE ROAD,
 AA2991'74.8 FT (22.8 M) WEST-SOUTHWEST OF TRANSFORMER POWER AND CABLE POLE
 AA2991'NO. 22-235 1170 ACROSS THE ROAD, 76.8 FT (23.4 M) WEST-NORTHWEST OF
 AA2991'THE WEST CROSS TIE POST OF A STEEL PIPE GATE ACROSS THE ROAD, 109.8 FT
 AA2991'(33.5 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK PLANTER
 AA2991'AROUND A GREEN VALLEY BAPTIST CHURCH SIGN, 3.0 FT (0.9 M) SOUTHEAST OF
 AA2991'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 28-26
 AA2991'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2991
 AA2991                          STATION RECOVERY (2004)
 AA2991
 AA2991'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA2991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2992 ***********************************************************************
 AA2992  DESIGNATION -  28 26
 AA2992  PID         -  AA2992
 AA2992  STATE/COUNTY-  AL/ETOWAH
 AA2992  USGS QUAD   -  GLENCOE (1972)
 AA2992
 AA2992                         *CURRENT SURVEY CONTROL
 AA2992  ___________________________________________________________________
 AA2992* NAD 83(1992)-  33 53 42.38816(N)    085 59 58.69288(W)     ADJUSTED  
 AA2992* NAVD 88     -       172.3    (meters)     565.     (feet)  VERTCON   
 AA2992  ___________________________________________________________________
 AA2992  X           -     369,734.066 (meters)                     COMP
 AA2992  Y           -  -5,286,962.013 (meters)                     COMP
 AA2992  Z           -   3,536,874.877 (meters)                     COMP
 AA2992  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AA2992  ELLIP HEIGHT-         143.35  (meters)          (07/29/02) GPS OBS
 AA2992  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA2992
 AA2992  HORZ ORDER  -  FIRST
 AA2992  ELLP ORDER  -  FOURTH    CLASS I
 AA2992
 AA2992.The horizontal coordinates were established by GPS observations
 AA2992.and adjusted by the National Geodetic Survey in March 1995..
 AA2992
 AA2992.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2992
 AA2992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2992
 AA2992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2992
 AA2992.The ellipsoidal height was determined by GPS observations
 AA2992.and is referenced to NAD 83.
 AA2992
 AA2992.The geoid height was determined by GEOID03.
 AA2992
 AA2992;                    North         East     Units Scale Factor Converg.
 AA2992;SPC AL E     -   376,482.308   184,617.828   MT  0.99996292   -0 05 33.9
 AA2992;UTM  16      - 3,750,976.177   592,496.548   MT  0.99970547   +0 33 28.5
 AA2992
 AA2992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2992!SPC AL E     -   0.99997750  x   0.99996292  =   0.99994042
 AA2992!UTM  16      -   0.99997750  x   0.99970547  =   0.99968297
 AA2992
 AA2992:                Primary Azimuth Mark                     Grid Az
 AA2992:SPC AL E     -  28 25                                    206 12 29.0
 AA2992:UTM  16      -  28 25                                    205 33 26.6
 AA2992
 AA2992|---------------------------------------------------------------------|
 AA2992| PID    Reference Object                     Distance      Geod. Az  |
 AA2992|                                                           dddmmss.s |
 AA2992| AA2991 28 25                               459.155 METERS 2060655.1 |
 AA2992|---------------------------------------------------------------------|
 AA2992
 AA2992                          SUPERSEDED SURVEY CONTROL
 AA2992
 AA2992  ELLIP H (03/30/95)  143.45   (m)                       GP(       ) 4 2
 AA2992  NGVD 29 (03/30/95)  172.3    (m)          565.     (f) GPS OBS        
 AA2992
 AA2992.Superseded values are not recommended for survey control.
 AA2992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2992.See file dsdata.txt to determine how the superseded data were derived.
 AA2992
 AA2992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9249750976(NAD 83)
 AA2992_MARKER: DD = SURVEY DISK
 AA2992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2992_SP_SET: CONCRETE POST
 AA2992_STAMPING: 28-26 1993
 AA2992_MARK LOGO: ALHD  
 AA2992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2992+STABILITY: SURFACE MOTION
 AA2992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2992+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2992
 AA2992  HISTORY     - Date     Condition        Report By
 AA2992  HISTORY     - 1993     MONUMENTED       ALHD
 AA2992
 AA2992                          STATION DESCRIPTION
 AA2992
 AA2992'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2992'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2992'OF GREEN VALLEY ROAD IN SOUTHSIDE. TO REACH THE STATION FROM THE
 AA2992'JUNCTION OF U.S. 411 AND ALA 77 (MILE POST 102.90 ON ALA 77 AND MILE
 AA2992'POST 212.55 ON U.S. 411) AT A TRAFFIC LIGHT IN RAINBOW CITY, DRIVE
 AA2992'SOUTH ON ALA 77 FOR 5.70 MI (9.17 KM) TO MILE POST 97.20 AND GREEN
 AA2992'VALLEY ROAD ON THE LEFT, TURN LEFT ON GREEN VALLEY ROAD AND DRIVE
 AA2992'SOUTHEAST, EAST, AND NORTHEAST FOR 2.65 MI (4.26 KM) TO THE STATION ON
 AA2992'THE LEFT. THE STATION IS LOCATED IN FRONT OF A SMALL BEIGE FRAME HOUSE
 AA2992'AT 4260 GREEN VALLEY ROAD, 3.0 FT (0.9 M) SOUTHEAST OF A FOUR FOOT
 AA2992'CHAIN LINK FENCE, 17.3 FT (5.3 M) WEST OF THE CENTER OF A PLASTIC
 AA2992'WATER METER BOX, 36.1 FT (11.0 M) SOUTHWEST OF THE SOUTHWEST POST OF A
 AA2992'DOUBLE CHAIN LINK FENCE, 37.1 FT (11.3 M) SOUTHWEST OF THE SOUTHWEST
 AA2992'EDGE OF A CONCRETE DRIVEWAY, 38.3 FT (11.7 M) NORTHWEST OF THE
 AA2992'CENTERLINE OF GREEN VALLEY ROAD, 46.5 FT (14.2 M) NORTHEAST OF THE
 AA2992'SOUTHWEST CORNER OF THE CAHIN LINK FENCE, 49.5 FT (15.1 M)
 AA2992'SOUTH-SOUTHWEST OF THE NORTHWEST END OF A FORTY TWO-INCH CONCRETE PIPE
 AA2992'UNDER THE ROAD, 88.5 FT (27.0 M) SOUTHWEST OF POWER SERVICE AND
 AA2992'SECURITY LIGHT POLE NO. 5990, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE
 AA2992'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 28-25 1993 MAY BE
 AA2992'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2993 ***********************************************************************
 AA2993  DESIGNATION -  28 27
 AA2993  PID         -  AA2993
 AA2993  STATE/COUNTY-  AL/ETOWAH
 AA2993  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 AA2993
 AA2993                         *CURRENT SURVEY CONTROL
 AA2993  ___________________________________________________________________
 AA2993* NAD 83(1992)-  33 58 48.93299(N)    086 00 24.89567(W)     ADJUSTED  
 AA2993* NAVD 88     -       159.1    (meters)     522.     (feet)  VERTCON   
 AA2993  ___________________________________________________________________
 AA2993  X           -     368,694.465 (meters)                     COMP
 AA2993  Y           -  -5,281,737.576 (meters)                     COMP
 AA2993  Z           -   3,544,703.742 (meters)                     COMP
 AA2993  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 AA2993  ELLIP HEIGHT-         130.13  (meters)          (07/29/02) GPS OBS
 AA2993  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA2993
 AA2993  HORZ ORDER  -  FIRST
 AA2993  ELLP ORDER  -  FOURTH    CLASS I
 AA2993
 AA2993.The horizontal coordinates were established by GPS observations
 AA2993.and adjusted by the National Geodetic Survey in March 1995..
 AA2993
 AA2993.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2993
 AA2993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2993
 AA2993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2993
 AA2993.The ellipsoidal height was determined by GPS observations
 AA2993.and is referenced to NAD 83.
 AA2993
 AA2993.The geoid height was determined by GEOID03.
 AA2993
 AA2993;                    North         East     Units Scale Factor Converg.
 AA2993;SPC AL E     -   385,928.154   183,960.576   MT  0.99996317   -0 05 49.3
 AA2993;UTM  16      - 3,760,411.502   591,732.151   MT  0.99970373   +0 33 18.3
 AA2993
 AA2993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2993!SPC AL E     -   0.99997957  x   0.99996317  =   0.99994274
 AA2993!UTM  16      -   0.99997957  x   0.99970373  =   0.99968331
 AA2993
 AA2993:                Primary Azimuth Mark                     Grid Az
 AA2993:SPC AL E     -  28 28                                    019 48 32.5
 AA2993:UTM  16      -  28 28                                    019 09 24.9
 AA2993
 AA2993|---------------------------------------------------------------------|
 AA2993| PID    Reference Object                     Distance      Geod. Az  |
 AA2993|                                                           dddmmss.s |
 AA2993| AA2994 28 28                               APPROX. 0.6 KM 0194243.2 |
 AA2993|---------------------------------------------------------------------|
 AA2993
 AA2993                          SUPERSEDED SURVEY CONTROL
 AA2993
 AA2993  ELLIP H (03/30/95)  130.22   (m)                       GP(       ) 4 2
 AA2993  NGVD 29 (03/30/95)  159.1    (m)          522.     (f) GPS OBS        
 AA2993
 AA2993.Superseded values are not recommended for survey control.
 AA2993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2993.See file dsdata.txt to determine how the superseded data were derived.
 AA2993
 AA2993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9173260412(NAD 83)
 AA2993_MARKER: DD = SURVEY DISK
 AA2993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2993_SP_SET: CONCRETE POST
 AA2993_STAMPING: 28-27 1993
 AA2993_MARK LOGO: ALHD  
 AA2993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2993+STABILITY: SURFACE MOTION
 AA2993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2993+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2005
 AA2993
 AA2993  HISTORY     - Date     Condition        Report By
 AA2993  HISTORY     - 1993     MONUMENTED       ALHD
 AA2993  HISTORY     - 20051205 GOOD             GEOCAC
 AA2993
 AA2993                          STATION DESCRIPTION
 AA2993
 AA2993'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2993'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE EAST RIGHT OF WAY OF
 AA2993'U.S. 411 IN GADSDEN. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA2993'278, U.S. 411, AND U.S. 431 (MILE POST 217.70 ON U.S. 411 AND MILE
 AA2993'POST 267.90 ON U.S. 278 AND U.S. 431) AT AN INTERCHANGE IN GADSDEN,
 AA2993'DRIVE SOUTH ON U.S. 411 FOR 2.40 MI (3.86 KM) TO MILE POST 215.30 AND
 AA2993'THE STATION ON THE LEFT. THE STATION IS LOCATED ACROSS U.S. 411 FROM
 AA2993'RED LOBSTER RESTAURANT, 17.2 FT (5.2 M) SOUTH-SOUTHEAST OF THE CENTER
 AA2993'OF A MAN HOLE IN A DROP INLET, 17.6 FT (5.4 M) EAST-SOUTHEAST OF THE
 AA2993'EAST CONCRETE CURB OF U.S. 411, 31.7 FT (9.7 M) EAST-SOUTHEAST OF THE
 AA2993'CENTERLINE OF THE NORTH BOUND LANES OF U.S. 411, 57.5 FT (17.5 M)
 AA2993'NORTHEAST OF A STREET LIGHT POLE, 62.0 FT (18.9 M) SOUTH-SOUTHWEST OF
 AA2993'THE CENTER OF A DRIVEWAY UNDER CONSTRUCTION, 92.3 FT (28.1 M)
 AA2993'NORTH-NORTHEAST OF A GROUND WATER SAMPLE WELL NO. MW 5, 161.0 FT (49.1
 AA2993'M) NORTH-NORTHEAST OF THE NORTH CONCRETE CURB OF THE PAVED PARKING LOT
 AA2993'OF A SHELL SERVICE STATION, 162.4 FT (49.5 M) NORTH-NORTHEAST OF THE
 AA2993'WEST POST OF A SHELL RAINBOW FOOD MART SIGN, 2.0 FT (0.6 M) NORTHWEST
 AA2993'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2993'28-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2993
 AA2993                          STATION RECOVERY (2005)
 AA2993
 AA2993'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 AA2993'WITNESS POST IS GONE, BUT MEASUREMENTS FROM SHELL RAINBOW FOOD MART
 AA2993'SIGN
 AA2993'AND MANHOLE COVER ARE GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2994 ***********************************************************************
 AA2994  DESIGNATION -  28 28
 AA2994  PID         -  AA2994
 AA2994  STATE/COUNTY-  AL/ETOWAH
 AA2994  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 AA2994
 AA2994                         *CURRENT SURVEY CONTROL
 AA2994  ___________________________________________________________________
 AA2994* NAD 83(1992)-  33 59 06.59139(N)    086 00 17.30067(W)     ADJUSTED  
 AA2994* NAVD 88     -       157.9    (meters)     518.     (feet)  VERTCON   
 AA2994  ___________________________________________________________________
 AA2994  X           -     368,867.685 (meters)                     COMP
 AA2994  Y           -  -5,281,419.566 (meters)                     COMP
 AA2994  Z           -   3,545,154.200 (meters)                     COMP
 AA2994  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AA2994  ELLIP HEIGHT-         128.86  (meters)          (07/29/02) GPS OBS
 AA2994  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA2994
 AA2994  HORZ ORDER  -  FIRST
 AA2994  ELLP ORDER  -  FOURTH    CLASS I
 AA2994
 AA2994.The horizontal coordinates were established by GPS observations
 AA2994.and adjusted by the National Geodetic Survey in March 1995..
 AA2994
 AA2994.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2994
 AA2994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2994
 AA2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2994
 AA2994.The ellipsoidal height was determined by GPS observations
 AA2994.and is referenced to NAD 83.
 AA2994
 AA2994.The geoid height was determined by GEOID03.
 AA2994
 AA2994;                    North         East     Units Scale Factor Converg.
 AA2994;SPC AL E     -   386,471.890   184,156.430   MT  0.99996309   -0 05 45.1
 AA2994;UTM  16      - 3,760,957.291   591,921.755   MT  0.99970416   +0 33 22.8
 AA2994
 AA2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2994!SPC AL E     -   0.99997977  x   0.99996309  =   0.99994286
 AA2994!UTM  16      -   0.99997977  x   0.99970416  =   0.99968394
 AA2994
 AA2994:                Primary Azimuth Mark                     Grid Az
 AA2994:SPC AL E     -  28 27                                    199 48 32.6
 AA2994:UTM  16      -  28 27                                    199 09 24.7
 AA2994
 AA2994|---------------------------------------------------------------------|
 AA2994| PID    Reference Object                     Distance      Geod. Az  |
 AA2994|                                                           dddmmss.s |
 AA2994| AA2993 28 27                               APPROX. 0.6 KM 1994247.5 |
 AA2994|---------------------------------------------------------------------|
 AA2994
 AA2994                          SUPERSEDED SURVEY CONTROL
 AA2994
 AA2994  ELLIP H (03/30/95)  128.95   (m)                       GP(       ) 4 2
 AA2994  NGVD 29 (03/30/95)  157.8    (m)          518.     (f) GPS OBS        
 AA2994
 AA2994.Superseded values are not recommended for survey control.
 AA2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2994.See file dsdata.txt to determine how the superseded data were derived.
 AA2994
 AA2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9192260957(NAD 83)
 AA2994_MARKER: DD = SURVEY DISK
 AA2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2994_SP_SET: CONCRETE POST
 AA2994_STAMPING: 28-28 1993
 AA2994_MARK LOGO: ALHD  
 AA2994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2994+STABILITY: SURFACE MOTION
 AA2994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2994+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2005
 AA2994
 AA2994  HISTORY     - Date     Condition        Report By
 AA2994  HISTORY     - 1993     MONUMENTED       ALHD
 AA2994  HISTORY     - 20051206 GOOD             GEOCAC
 AA2994
 AA2994                          STATION DESCRIPTION
 AA2994
 AA2994'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2994'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE EAST RIGHT OF WAY OF
 AA2994'U.S. 411 IN GADSDEN. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA2994'278, U.S. 411, AND U.S. 431 (MILE POST 217.70 ON U.S. 411 AND MILE
 AA2994'POST 267.90 ON U.S. 278 AND U. S. 431) AT AN INTERCHANGE IN GADSDEN,
 AA2994'DRIVE SOUTH ON U.S. 411 FOR 2.05 MI (3.30 KM) TO MILE POST 215.65 AND
 AA2994'THE STATION ON THE LEFT. THE STATION IS LOCATED IN A GRASSED TRAFFIC
 AA2994'ISLAND IN FRONT OF A HARDEES RESTAURANT, 17.1 FT (5.2 M)
 AA2994'WEST-NORTHWEST OF AN ELECTRIC OUTLET, 21.0 FT (6.4 M) WEST-NORTHWEST
 AA2994'OF THE WEST CONCRETE CURB OF A PAVED PARKING AREA, 22.4 FT (6.8 M)
 AA2994'EAST-SOUTHEAST OF THE EAST CONCRETE CURB OF U.S. 411, 26.9 FT (8.2 M)
 AA2994'SOUTH-SOUTHWEST OF THE SOUTH CONCRETE CURB OF THE NORTH DRIVEWAY, 31.5
 AA2994'FT (9.6 M) NORTH-NORTHWEST OF THE STEEL POST OF A DRIVE THRU SIGN,
 AA2994'31.9 FT (9.7 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 AA2994'LANES OF U.S. 411, 54.2 FT (16.5 M) WEST-NORTHWEST OF THE STEEL POST
 AA2994'OF A HARDEES SIGN, 86.5 FT (26.4 M) WEST-NORTHWEST OF THE SOUTHWEST
 AA2994'CORNER OF THE RESTAURANT BUILDING, 87.8 FT (26.8 M) WEST OF THE
 AA2994'NORTHWEST CORNER OF THE RESTAURANT BUILDING, AND SET FLUSH WITH THE
 AA2994'GROUND. STATION 28-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2994
 AA2994                          STATION RECOVERY (2005)
 AA2994
 AA2994'RECOVERY NOTE BY GEOCACHING 2005 (HMT)
 AA2994'THE HARDEE'S BUILDING IS BEING RENOVATED FOR SOME OTHER PURPOSE AND IS
 AA2994' 
 AA2994'NO LONGER RECOGNIZABLE.  THE MARK IS .35 MILE NORTH OF STATION 28 27
 AA2994' 
 AA2994'(AA2993).  THE CURB AND NORTH DRIVEWAY MEASUREMENTS ARE STILL GOOD,
 AA2994'AND THERE IS NOW A FIRE HYDRANT ABOUT 11 FEET EAST OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2995 ***********************************************************************
 AA2995  DESIGNATION -  28 29
 AA2995  PID         -  AA2995
 AA2995  STATE/COUNTY-  AL/ETOWAH
 AA2995  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 AA2995
 AA2995                         *CURRENT SURVEY CONTROL
 AA2995  ___________________________________________________________________
 AA2995* NAD 83(1992)-  33 59 40.69611(N)    086 06 44.33209(W)     ADJUSTED  
 AA2995* NAVD 88     -       169.8    (meters)     557.     (feet)  VERTCON   
 AA2995  ___________________________________________________________________
 AA2995  X           -     358,917.921 (meters)                     COMP
 AA2995  Y           -  -5,281,526.103 (meters)                     COMP
 AA2995  Z           -   3,546,032.132 (meters)                     COMP
 AA2995  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AA2995  ELLIP HEIGHT-         140.73  (meters)          (07/29/02) GPS OBS
 AA2995  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA2995
 AA2995  HORZ ORDER  -  FIRST
 AA2995  ELLP ORDER  -  FOURTH    CLASS I
 AA2995
 AA2995.The horizontal coordinates were established by GPS observations
 AA2995.and adjusted by the National Geodetic Survey in March 1995..
 AA2995
 AA2995.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2995
 AA2995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2995
 AA2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2995
 AA2995.The ellipsoidal height was determined by GPS observations
 AA2995.and is referenced to NAD 83.
 AA2995
 AA2995.The geoid height was determined by GEOID03.
 AA2995
 AA2995;                    North         East     Units Scale Factor Converg.
 AA2995;SPC AL E     -   387,544.506   174,225.761   MT  0.99996819   -0 09 21.5
 AA2995;UTM  16      - 3,761,916.527   581,982.225   MT  0.99968285   +0 29 46.8
 AA2995
 AA2995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2995!SPC AL E     -   0.99997791  x   0.99996819  =   0.99994610
 AA2995!UTM  16      -   0.99997791  x   0.99968285  =   0.99966077
 AA2995
 AA2995:                Primary Azimuth Mark                     Grid Az
 AA2995:SPC AL E     -  28 30                                    092 11 19.5
 AA2995:UTM  16      -  28 30                                    091 32 11.2
 AA2995
 AA2995|---------------------------------------------------------------------|
 AA2995| PID    Reference Object                     Distance      Geod. Az  |
 AA2995|                                                           dddmmss.s |
 AA2995| AA2996 28 30                               462.674 METERS 0920158.0 |
 AA2995|---------------------------------------------------------------------|
 AA2995
 AA2995                          SUPERSEDED SURVEY CONTROL
 AA2995
 AA2995  ELLIP H (03/30/95)  140.81   (m)                       GP(       ) 4 2
 AA2995  NGVD 29 (03/30/95)  169.8    (m)          557.     (f) GPS OBS        
 AA2995
 AA2995.Superseded values are not recommended for survey control.
 AA2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2995.See file dsdata.txt to determine how the superseded data were derived.
 AA2995
 AA2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8198261917(NAD 83)
 AA2995_MARKER: DD = SURVEY DISK
 AA2995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2995_SP_SET: CONCRETE POST
 AA2995_STAMPING: 28-29 1993
 AA2995_MARK LOGO: ALHD  
 AA2995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2995+STABILITY: SURFACE MOTION
 AA2995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2995+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2995
 AA2995  HISTORY     - Date     Condition        Report By
 AA2995  HISTORY     - 1993     MONUMENTED       ALHD
 AA2995
 AA2995                          STATION DESCRIPTION
 AA2995
 AA2995'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2995'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2995'JONES STREET IN ATTALLA. TO REACH THE STATION FROM EXIT 181 ON I-59
 AA2995'(MILE POST 107.05 ON ALA 77) IN ATTALLA, DRIVE WEST ON ALA 77 FOR 1.00
 AA2995'MI (1.61 KM) TO MILE POST 108.05 AND BURKE AVE SE ON THE LEFT, TURN
 AA2995'LEFT ON BURKE AVE SE AND DRIVE SOUTH FOR 0.20 MI (0.32 KM) TO JONES
 AA2995'STREET LEFT AND RIGHT, TURN RIGHT ON JONES STREET AND DRIVE WEST FOR
 AA2995'0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED
 AA2995'AT THE SOUTHWEST CORNER OF THE ATHLETIC FIELD OF ETOWAH HIGH SCHOOL,
 AA2995'33.0 FT (10.1 M) NORTH OF THE CENTER OF JONES STREET, 62.9 FT (19.2 M)
 AA2995'NORTH-NORTHEAST OF A GREEN AND WHITE FIRE HYDRANT ACROSS JONES STREET,
 AA2995'78.7 FT (24.0 M) EAST OF A POWER LINE GUY POLE, 98.0 FT (29.9 M) EAST
 AA2995'OF THE CENTER OF CASE AVE SE, 100.6 FT (30.7 M) NORTHEAST OF TELEPHONE
 AA2995'CABLE PEDESTAL NO. 12 ACROSS JONES STREET, 101.4 FT (30.9 M) NORTHEAST
 AA2995'OF A JUNCTION POWER POLE ACROSS JONES STREET, 104.0 FT (31.7 M)
 AA2995'EAST-NORTHEAST OF THE CENTER OF THE INTERSECTION OF JONES STREET AND
 AA2995'CASE AVE SE, 1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA2995'FLUSH WITH THE GROUND. STATION 28-30 1993 MAY BE USED AS AN AZIMUTH
 AA2995'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1653 ***********************************************************************
 EF1653  DESIGNATION -  28 3
 EF1653  PID         -  EF1653
 EF1653  STATE/COUNTY-  AL/ETOWAH
 EF1653  USGS QUAD   -  GADSDEN WEST (1985)
 EF1653
 EF1653                         *CURRENT SURVEY CONTROL
 EF1653  ___________________________________________________________________
 EF1653* NAD 83(1992)-  34 01 13.36287(N)    086 02 22.28142(W)     ADJUSTED  
 EF1653* NAVD 88     -       166.08   (meters)     544.9    (feet)  N HEIGHT  
 EF1653  ___________________________________________________________________
 EF1653  X           -     365,517.071 (meters)                     COMP
 EF1653  Y           -  -5,279,469.627 (meters)                     COMP
 EF1653  Z           -   3,548,396.993 (meters)                     COMP
 EF1653  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 EF1653  ELLIP HEIGHT-         137.02  (meters)          (07/29/02) GPS OBS
 EF1653  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 EF1653  DYNAMIC HT  -         165.90  (meters)     544.3   (feet)  COMP
 EF1653  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 EF1653
 EF1653  HORZ ORDER  -  FIRST
 EF1653  VERT ORDER  -  THIRD
 EF1653  ELLP ORDER  -  FOURTH    CLASS I
 EF1653
 EF1653.The horizontal coordinates were established by GPS observations
 EF1653.and adjusted by the National Geodetic Survey in December 1992..
 EF1653
 EF1653.The orthometric height was determined by differential leveling
 EF1653.and adjusted by the National Geodetic Survey in September 1998..
 EF1653.The height was determined by precise leveling from only one NSRS
 EF1653.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EF1653.allowed ONLY to validate the GPS-derived height.
 EF1653
 EF1653.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1653
 EF1653.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1653
 EF1653.The ellipsoidal height was determined by GPS observations
 EF1653.and is referenced to NAD 83.
 EF1653
 EF1653.The geoid height was determined by GEOID03.
 EF1653
 EF1653.The dynamic height is computed by dividing the NAVD 88
 EF1653.geopotential number by the normal gravity value computed on the
 EF1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1653.degrees latitude (g = 980.6199 gals.).
 EF1653
 EF1653.The modeled gravity was interpolated from observed gravity values.
 EF1653
 EF1653;                    North         East     Units Scale Factor Converg.
 EF1653;SPC AL E     -   390,383.709   180,956.543   MT  0.99996447   -0 06 55.3
 EF1653;UTM  16      - 3,764,831.396   588,678.384   MT  0.99969694   +0 32 14.7
 EF1653
 EF1653!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1653!SPC AL E     -   0.99997849  x   0.99996447  =   0.99994296
 EF1653!UTM  16      -   0.99997849  x   0.99969694  =   0.99967544
 EF1653
 EF1653:                Primary Azimuth Mark                     Grid Az
 EF1653:SPC AL E     -  28 2                                     264 03 58.4
 EF1653:UTM  16      -  28 2                                     263 24 48.4
 EF1653
 EF1653|---------------------------------------------------------------------|
 EF1653| PID    Reference Object                     Distance      Geod. Az  |
 EF1653|                                                           dddmmss.s |
 EF1653| EF1652 28 2                                419.631 METERS 2635703.1 |
 EF1653|---------------------------------------------------------------------|
 EF1653
 EF1653                          SUPERSEDED SURVEY CONTROL
 EF1653
 EF1653  ELLIP H (12/04/92)  137.10   (m)                       GP(       ) 4 1
 EF1653  NAD 83(1992)-  34 01 13.37208(N)    086 02 22.28708(W) AD(       ) 1
 EF1653  NGVD 29 (??/??/??)  166.05   (m)          544.8    (f) N HEIGHT    3  
 EF1653
 EF1653.Superseded values are not recommended for survey control.
 EF1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1653.See file dsdata.txt to determine how the superseded data were derived.
 EF1653
 EF1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8867864831(NAD 83)
 EF1653_MARKER: DD = SURVEY DISK
 EF1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1653_SP_SET: CONCRETE POST
 EF1653_STAMPING: 28 - 3 1989
 EF1653_MARK LOGO: ALHD  
 EF1653_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1653+STABILITY: SURFACE MOTION
 EF1653_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1653+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 EF1653
 EF1653  HISTORY     - Date     Condition        Report By
 EF1653  HISTORY     - 1989     MONUMENTED       ALHD
 EF1653  HISTORY     - 19900118 GOOD
 EF1653  HISTORY     - 19980713 GOOD             JCLS
 EF1653  HISTORY     - 20031208 GOOD             JCLS
 EF1653  HISTORY     - 20060322 GOOD             JCLS
 EF1653
 EF1653                          STATION DESCRIPTION
 EF1653
 EF1653'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1653'THE STATION IS LOCATED IN ETOWAH COUNTY ON CITY PROPERTY IN THE WEST
 EF1653'SIDE OF GADSDEN IN WHAT WAS ONCE ALABAMA CITY BETWEEN WHITE AVE. AND
 EF1653'A FLUMED DRAINAGE DITCH.
 EF1653'TO REACH THE STATION FROM THE I-59, U.S. 278 AND U.S. 431 INTERCHANGE
 EF1653'IN THE WEST SIDE OF GADSDEN, DRIVE EAST ON MEIGHAN BLVD. (U.S. 278
 EF1653'AND U.S. 431) 2.00 MI (3.22 KM) TO 24TH STREET ON THE RIGHT, TURN
 EF1653'RIGHT ON 24TH STREET AND DRIVE SOUTH 3 BLOCKS TO WHITE AVE. ON THE
 EF1653'LEFT, TURN LEFT ON WHITE AVE. AND DRIVE EAST 160 FT (48.8 M) TO THE
 EF1653'STATION ON THE RIGHT BETWEEN WHITE AVE. AND A FLUMED DRAINAGE DITCH.
 EF1653'THE STATION IS 13.1 FT (4.0 M) SOUTH OF THE SOUTH CURB OF WHITE AVE.,
 EF1653'27.0 FT (8.2 M) SOUTH OF THE CENTER OF WHITE AVE., 15.0 FT (4.6 M)
 EF1653'NORTH OF THE NORTH EDGE OF THE CONCRETE FLUME IN THE DRAINAGE DITCH,
 EF1653'160.0 FT (48.8 M) EAST OF THE CENTER OF 24TH STREET, 95.0 FT
 EF1653'(29.0 M) WEST-SOUTHWEST OF A JUNCTION POWER POLE WITH A STREET LIGHT,
 EF1653'91.0 FT (27.7 M) SOUTHEAST OF THE SOUTHWEST CORNER OF HOUSING PROJECT
 EF1653'BUILDING NO. 2321, 91.4 FT (27.9 M) SOUTH-SOUTHWEST OF THE SOUTHEAST
 EF1653'CORNER OF HOUSING PROJECT BUILDING NO. 2321, 3.0 FT (0.9 M) SOUTH OF
 EF1653'THE SOUTH EDGE OF A 4 FT (1.2 M) . CONCRETE SIDEWALK, 3.0 FT (0.9 M)
 EF1653'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1653'STATION 28 - 2 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1653
 EF1653                          STATION RECOVERY (1990)
 EF1653
 EF1653'RECOVERED 1990
 EF1653'RECOVERED IN GOOD CONDITION.
 EF1653
 EF1653                          STATION RECOVERY (1998)
 EF1653
 EF1653'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 EF1653'RECOVERED IN GOOD CONDITION.
 EF1653
 EF1653                          STATION RECOVERY (2003)
 EF1653
 EF1653'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 EF1653'RECOVERED IN GOOD CONDITION.
 EF1653
 EF1653                          STATION RECOVERY (2006)
 EF1653
 EF1653'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 EF1653'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2996 ***********************************************************************
 AA2996  DESIGNATION -  28 30
 AA2996  PID         -  AA2996
 AA2996  STATE/COUNTY-  AL/ETOWAH
 AA2996  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 AA2996
 AA2996                         *CURRENT SURVEY CONTROL
 AA2996  ___________________________________________________________________
 AA2996* NAD 83(1992)-  33 59 40.16310(N)    086 06 26.31537(W)     ADJUSTED  
 AA2996* NAVD 88     -       168.9    (meters)     554.     (feet)  VERTCON   
 AA2996  ___________________________________________________________________
 AA2996  X           -     359,379.822 (meters)                     COMP
 AA2996  Y           -  -5,281,503.174 (meters)                     COMP
 AA2996  Z           -   3,546,018.029 (meters)                     COMP
 AA2996  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AA2996  ELLIP HEIGHT-         139.86  (meters)          (07/29/02) GPS OBS
 AA2996  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA2996
 AA2996  HORZ ORDER  -  FIRST
 AA2996  ELLP ORDER  -  FOURTH    CLASS I
 AA2996
 AA2996.The horizontal coordinates were established by GPS observations
 AA2996.and adjusted by the National Geodetic Survey in March 1995..
 AA2996
 AA2996.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2996
 AA2996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2996
 AA2996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2996
 AA2996.The ellipsoidal height was determined by GPS observations
 AA2996.and is referenced to NAD 83.
 AA2996
 AA2996.The geoid height was determined by GEOID03.
 AA2996
 AA2996;                    North         East     Units Scale Factor Converg.
 AA2996;SPC AL E     -   387,526.836   174,688.082   MT  0.99996789   -0 09 11.5
 AA2996;UTM  16      - 3,761,904.125   582,444.586   MT  0.99968379   +0 29 56.9
 AA2996
 AA2996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2996!SPC AL E     -   0.99997804  x   0.99996789  =   0.99994594
 AA2996!UTM  16      -   0.99997804  x   0.99968379  =   0.99966184
 AA2996
 AA2996:                Primary Azimuth Mark                     Grid Az
 AA2996:SPC AL E     -  28 29                                    272 11 19.6
 AA2996:UTM  16      -  28 29                                    271 32 11.2
 AA2996
 AA2996|---------------------------------------------------------------------|
 AA2996| PID    Reference Object                     Distance      Geod. Az  |
 AA2996|                                                           dddmmss.s |
 AA2996| AA2995 28 29                               462.674 METERS 2720208.1 |
 AA2996|---------------------------------------------------------------------|
 AA2996
 AA2996                          SUPERSEDED SURVEY CONTROL
 AA2996
 AA2996  ELLIP H (03/30/95)  139.94   (m)                       GP(       ) 4 2
 AA2996  NGVD 29 (03/30/95)  168.9    (m)          554.     (f) GPS OBS        
 AA2996
 AA2996.Superseded values are not recommended for survey control.
 AA2996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2996.See file dsdata.txt to determine how the superseded data were derived.
 AA2996
 AA2996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8244561904(NAD 83)
 AA2996_MARKER: DD = SURVEY DISK
 AA2996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2996_SP_SET: CONCRETE POST
 AA2996_STAMPING: 28-30 1993
 AA2996_MARK LOGO: ALHD  
 AA2996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2996+STABILITY: SURFACE MOTION
 AA2996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2996+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2996
 AA2996  HISTORY     - Date     Condition        Report By
 AA2996  HISTORY     - 1993     MONUMENTED       ALHD
 AA2996
 AA2996                          STATION DESCRIPTION
 AA2996
 AA2996'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2996'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2996'JONES STREET IN ATTALLA. TO REACH THE STATION FROM EXIT 181 ON I-59
 AA2996'(MILE POST 107.05 ON ALA 77) IN ATTALLA, DRIVE WEST ON ALA 77 FOR 1.00
 AA2996'MI (1.61 KM) TO MILE POST 108.05 AND BURKE AVE SE ON THE LEFT, TURN
 AA2996'LEFT ON BURKE AVE SE AND DRIVE SOUTH FOR 0.20 MI (0.32 KM) TO JONES
 AA2996'STREET LEFT AND RIGHT, TURN RIGHT ON JONES STREET AND DRIVE WEST FOR
 AA2996'0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT. THE STATION IS 5.0 FT
 AA2996'(1.5 M) SOUTH OF A SIX FOOT CHAIN LINK FENCE, 27.0 FT (8.2 M) NORTH OF
 AA2996'THE CENTER OF JONES STREET, 50.5 FT (15.4 M) EAST-NORTHEAST OF THE
 AA2996'CENTER OF THE INTERSECTION OF JONES STREET AND STEWART AVE, 76.2 FT
 AA2996'(23.2 M) NORTH-NORTHEAST OF A STEWART AVE AND JONES STREET SIGN ACROSS
 AA2996'JONES STREET, 79.0 FT (24.1 M) NORTH-NORTHEAST OF A STOP SIGN ACROSS
 AA2996'JONES STREET, 81.6 FT (24.9 M) NORTHEAST OF AN ATTALLA HEALTH CARE
 AA2996'SIGN ACROSS THE INTERSECTION, 83.8 FT (25.5 M) NORTHEAST OF A JUNCTION
 AA2996'POWER POLE ACROSS THE INTERSECTION, 108.6 FT (33.1 M) WEST OF THE
 AA2996'SOUTHEAST CORNER OF THE CHAIN LINK FENCE, 5.0 FT (1.5 M) SOUTH OF A
 AA2996'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 28-29
 AA2996'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1654 ***********************************************************************
 EF1654  DESIGNATION -  28 4
 EF1654  PID         -  EF1654
 EF1654  STATE/COUNTY-  AL/ETOWAH
 EF1654  USGS QUAD   -  ALTOONA (1975)
 EF1654
 EF1654                         *CURRENT SURVEY CONTROL
 EF1654  ___________________________________________________________________
 EF1654* NAD 83(1992)-  34 04 16.83754(N)    086 18 05.52686(W)     ADJUSTED  
 EF1654* NAVD 88     -       260.7    (meters)     855.     (feet)  VERTCON   
 EF1654  ___________________________________________________________________
 EF1654  X           -     341,171.294 (meters)                     COMP
 EF1654  Y           -  -5,278,005.560 (meters)                     COMP
 EF1654  Z           -   3,553,134.231 (meters)                     COMP
 EF1654  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 EF1654  ELLIP HEIGHT-         231.51  (meters)          (07/29/02) GPS OBS
 EF1654  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 EF1654
 EF1654  HORZ ORDER  -  FIRST
 EF1654  ELLP ORDER  -  FOURTH    CLASS I
 EF1654
 EF1654.The horizontal coordinates were established by GPS observations
 EF1654.and adjusted by the National Geodetic Survey in December 1992..
 EF1654
 EF1654.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1654.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1654
 EF1654.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1654
 EF1654.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1654
 EF1654.The ellipsoidal height was determined by GPS observations
 EF1654.and is referenced to NAD 83.
 EF1654
 EF1654.The geoid height was determined by GEOID03.
 EF1654
 EF1654;                    North         East     Units Scale Factor Converg.
 EF1654;SPC AL E     -   396,116.458   156,783.010   MT  0.99998301   -0 15 44.3
 EF1654;UTM  16      - 3,770,286.557   564,448.331   MT  0.99965120   +0 23 28.7
 EF1654
 EF1654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1654!SPC AL E     -   0.99996366  x   0.99998301  =   0.99994667
 EF1654!UTM  16      -   0.99996366  x   0.99965120  =   0.99961487
 EF1654
 EF1654|---------------------------------------------------------------------|
 EF1654| PID    Reference Object                     Distance      Geod. Az  |
 EF1654|                                                           dddmmss.s |
 EF1654| EF0357 F 225                               334.400 METERS 05442     |
 EF1654|---------------------------------------------------------------------|
 EF1654
 EF1654                          SUPERSEDED SURVEY CONTROL
 EF1654
 EF1654  ELLIP H (12/04/92)  231.60   (m)                       GP(       ) 4 1
 EF1654  NAD 83(1992)-  34 04 16.84677(N)    086 18 05.53098(W) AD(       ) 1
 EF1654  NGVD 29 (12/04/92)  260.6    (m)          855.     (f) GPS OBS        
 EF1654
 EF1654.Superseded values are not recommended for survey control.
 EF1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1654.See file dsdata.txt to determine how the superseded data were derived.
 EF1654
 EF1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6444870287(NAD 83)
 EF1654_MARKER: DD = SURVEY DISK
 EF1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1654_SP_SET: CONCRETE POST
 EF1654_STAMPING: 28 - 4 1989
 EF1654_MARK LOGO: ALHD  
 EF1654_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1654+STABILITY: SURFACE MOTION
 EF1654_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1654+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1990
 EF1654
 EF1654  HISTORY     - Date     Condition        Report By
 EF1654  HISTORY     - 1989     MONUMENTED       ALHD
 EF1654  HISTORY     - 19900117 GOOD
 EF1654
 EF1654                          STATION DESCRIPTION
 EF1654
 EF1654'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1654'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE WEST RIGHT OF WAY OF
 EF1654'THE MURPHREE VALLEY ROAD IN THE NORTH SIDE OF WALNUT GROVE.
 EF1654'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND MURPHREE VALLEY
 EF1654'ROAD (MILE POST 93.55 ON U.S. 278) AT THE WEST END GROCERY IN WALNUT
 EF1654'GROVE, DRIVE NORTH ON MURPHREE VALLY ROAD 0.30 MI (0.48 KM) TO
 EF1654'CLEVELAND AVE. ON THE RIGHT AND THE STATION ON THE LEFT.
 EF1654'THE STATION IS 21.5 FT (6.6 M) NORTHWEST OF THE CENTERLINE OF MURPHREE
 EF1654'VALLEYROAD, 85.0 FT (25.9 M) NORTHEAST OF THE CENTER OF THE
 EF1654'INTERSECTION OF MURPHREE VALLEY ROAD AND CLEVELAND AVE., 23.9 FT
 EF1654'(7.3 M) WEST-SOUTHWEST OF A FIRE HYDRANT, 32.0 FT (9.8 M) NORTHEAST
 EF1654'OF THE NORTHWEST END OF A 24 INCH CONCRETE PIPE UNDER MURPHREE VALLEY
 EF1654'ROAD, 66.3 FT (20.2 M) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO.
 EF1654'12 27, 68.0 FT (20.7 M) SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY,
 EF1654'3.6 FT (1.1 M) NORTH - NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 EF1654'FLUSH WITH THE GROUND.
 EF1654'BENCH MARK F 225 1947 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1654
 EF1654                          STATION RECOVERY (1990)
 EF1654
 EF1654'RECOVERED 1990
 EF1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1655 ***********************************************************************
 EF1655  DESIGNATION -  28 5
 EF1655  PID         -  EF1655
 EF1655  STATE/COUNTY-  AL/ETOWAH
 EF1655  USGS QUAD   -  HOWELTON (1975)
 EF1655
 EF1655                         *CURRENT SURVEY CONTROL
 EF1655  ___________________________________________________________________
 EF1655* NAD 83(1992)-  34 03 20.48213(N)    086 13 39.36213(W)     ADJUSTED  
 EF1655* NAVD 88     -       301.8    (meters)     990.     (feet)  VERTCON   
 EF1655  ___________________________________________________________________
 EF1655  X           -     348,047.999 (meters)                     COMP
 EF1655  Y           -  -5,278,565.482 (meters)                     COMP
 EF1655  Z           -   3,551,718.753 (meters)                     COMP
 EF1655  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 EF1655  ELLIP HEIGHT-         272.69  (meters)          (07/29/02) GPS OBS
 EF1655  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EF1655
 EF1655  HORZ ORDER  -  FIRST
 EF1655  ELLP ORDER  -  FOURTH    CLASS I
 EF1655
 EF1655.The horizontal coordinates were established by GPS observations
 EF1655.and adjusted by the National Geodetic Survey in December 1992..
 EF1655
 EF1655.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1655.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1655
 EF1655.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1655
 EF1655.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1655
 EF1655.The ellipsoidal height was determined by GPS observations
 EF1655.and is referenced to NAD 83.
 EF1655
 EF1655.The geoid height was determined by GEOID03.
 EF1655
 EF1655;                    North         East     Units Scale Factor Converg.
 EF1655;SPC AL E     -   394,351.308   163,600.839   MT  0.99997633   -0 13 14.8
 EF1655;UTM  16      - 3,768,599.825   571,283.641   MT  0.99966264   +0 25 57.2
 EF1655
 EF1655!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1655!SPC AL E     -   0.99995719  x   0.99997633  =   0.99993353
 EF1655!UTM  16      -   0.99995719  x   0.99966264  =   0.99961985
 EF1655
 EF1655:                Primary Azimuth Mark                     Grid Az
 EF1655:SPC AL E     -  28 6                                     129 05 35.6
 EF1655:UTM  16      -  28 6                                     128 26 23.6
 EF1655
 EF1655|---------------------------------------------------------------------|
 EF1655| PID    Reference Object                     Distance      Geod. Az  |
 EF1655|                                                           dddmmss.s |
 EF1655| EF1656 28 6                                427.673 METERS 1285220.8 |
 EF1655|---------------------------------------------------------------------|
 EF1655
 EF1655                          SUPERSEDED SURVEY CONTROL
 EF1655
 EF1655  ELLIP H (12/04/92)  272.78   (m)                       GP(       ) 4 1
 EF1655  NAD 83(1992)-  34 03 20.49131(N)    086 13 39.36769(W) AD(       ) 1
 EF1655  NGVD 29 (12/04/92)  301.8    (m)          990.     (f) GPS OBS        
 EF1655
 EF1655.Superseded values are not recommended for survey control.
 EF1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1655.See file dsdata.txt to determine how the superseded data were derived.
 EF1655
 EF1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7128468600(NAD 83)
 EF1655_MARKER: DD = SURVEY DISK
 EF1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1655_SP_SET: CONCRETE POST
 EF1655_STAMPING: 28 - 5 1989
 EF1655_MARK LOGO: ALHD  
 EF1655_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1655+STABILITY: SURFACE MOTION
 EF1655_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1655+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1990
 EF1655
 EF1655  HISTORY     - Date     Condition        Report By
 EF1655  HISTORY     - 1989     MONUMENTED       ALHD
 EF1655  HISTORY     - 19900130 GOOD
 EF1655
 EF1655                          STATION DESCRIPTION
 EF1655
 EF1655'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1655'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE SOUTHWEST RIGHT OF WAY
 EF1655'OF A COUNTY GRAVEL ROAD, ABOUT 4.5 MI (7.2 KM) EAST OF WALNUT GROVE
 EF1655'AND ABOUT 12 MI (19.3 KM) WEST OF GADSDEN.
 EF1655'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 132 (MILE
 EF1655'POST 98.65 ON U.S. 278) DRIVE SOUTHWEST ON ALA. 132 0.35 MI
 EF1655'(0.56 KM) TO MILE POST 17.10 AND A CROSS ROAD WITH A GRAVEL ROAD
 EF1655'RIGHT AND A PAVED ROAD LEFT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 EF1655'NORTHWEST 0.10 MI (0.16 KM) TO THE STATION ON THE LEFT BETWEEN THE
 EF1655'GRAVEL ROAD AND A FENCE WITH RAILROAD CROSS TIE FENCE POSTS.
 EF1655'THE STATION IS 21.0 FT (6.4 M) SOUTHWEST OF THE CENTER OF THE GRAVEL
 EF1655'ROAD, 3.9 FT (1.2 M) NORTHEAST OF A CROSS TIE FENCE POST, 19.0 FT
 EF1655'(5.8 M) NORTHWEST OF THE NORTHEAST CORNER OF THE FENCE WITH CROSS TIE
 EF1655'POSTS, 52.4 FT (16.0 M) SOUTHEAST OF THE NORTHEAST CORNER OF A CHAIN
 EF1655'LINK FENCE, 106 FT (32.3 M) WEST OF A POWER POLE ACROSS THE GRAVEL
 EF1655'ROAD, 3.5 FT (1.1 M) NORTH - NORTHEAST OF A CARSONITE WITNESS POST,
 EF1655'AND SET FLUSH WITH THE GROUND.
 EF1655'STATION 28 - 6 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1655
 EF1655                          STATION RECOVERY (1990)
 EF1655
 EF1655'RECOVERED 1990
 EF1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1656 ***********************************************************************
 EF1656  DESIGNATION -  28 6
 EF1656  PID         -  EF1656
 EF1656  STATE/COUNTY-  AL/ETOWAH
 EF1656  USGS QUAD   -  HOWELTON (1975)
 EF1656
 EF1656                         *CURRENT SURVEY CONTROL
 EF1656  ___________________________________________________________________
 EF1656* NAD 83(1992)-  34 03 11.77098(N)    086 13 26.37932(W)     ADJUSTED  
 EF1656* NAVD 88     -       293.3    (meters)     962.     (feet)  VERTCON   
 EF1656  ___________________________________________________________________
 EF1656  X           -     348,389.678 (meters)                     COMP
 EF1656  Y           -  -5,278,686.497 (meters)                     COMP
 EF1656  Z           -   3,551,491.589 (meters)                     COMP
 EF1656  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 EF1656  ELLIP HEIGHT-         264.16  (meters)          (07/29/02) GPS OBS
 EF1656  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EF1656
 EF1656  HORZ ORDER  -  FIRST
 EF1656  ELLP ORDER  -  FOURTH    CLASS I
 EF1656
 EF1656.The horizontal coordinates were established by GPS observations
 EF1656.and adjusted by the National Geodetic Survey in December 1992..
 EF1656
 EF1656.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1656.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1656
 EF1656.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1656
 EF1656.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1656
 EF1656.The ellipsoidal height was determined by GPS observations
 EF1656.and is referenced to NAD 83.
 EF1656
 EF1656.The geoid height was determined by GEOID03.
 EF1656
 EF1656;                    North         East     Units Scale Factor Converg.
 EF1656;SPC AL E     -   394,081.631   163,932.756   MT  0.99997603   -0 13 07.5
 EF1656;UTM  16      - 3,768,334.033   571,618.507   MT  0.99966323   +0 26 04.4
 EF1656
 EF1656!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1656!SPC AL E     -   0.99995853  x   0.99997603  =   0.99993456
 EF1656!UTM  16      -   0.99995853  x   0.99966323  =   0.99962178
 EF1656
 EF1656:                Primary Azimuth Mark                     Grid Az
 EF1656:SPC AL E     -  28 5                                     309 05 35.5
 EF1656:UTM  16      -  28 5                                     308 26 23.6
 EF1656
 EF1656|---------------------------------------------------------------------|
 EF1656| PID    Reference Object                     Distance      Geod. Az  |
 EF1656|                                                           dddmmss.s |
 EF1656| EF1655 28 5                                427.673 METERS 3085228.0 |
 EF1656|---------------------------------------------------------------------|
 EF1656
 EF1656                          SUPERSEDED SURVEY CONTROL
 EF1656
 EF1656  ELLIP H (12/04/92)  264.24   (m)                       GP(       ) 4 1
 EF1656  NAD 83(1992)-  34 03 11.78015(N)    086 13 26.38489(W) AD(       ) 1
 EF1656  NGVD 29 (12/04/92)  293.2    (m)          962.     (f) GPS OBS        
 EF1656
 EF1656.Superseded values are not recommended for survey control.
 EF1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1656.See file dsdata.txt to determine how the superseded data were derived.
 EF1656
 EF1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7161968334(NAD 83)
 EF1656_MARKER: DD = SURVEY DISK
 EF1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1656_SP_SET: CONCRETE POST
 EF1656_STAMPING: 28 - 6 1989
 EF1656_MARK LOGO: ALHD  
 EF1656_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1656+STABILITY: SURFACE MOTION
 EF1656_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1656+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1990
 EF1656
 EF1656  HISTORY     - Date     Condition        Report By
 EF1656  HISTORY     - 1989     MONUMENTED       ALHD
 EF1656  HISTORY     - 19900130 GOOD
 EF1656
 EF1656                          STATION DESCRIPTION
 EF1656
 EF1656'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1656'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE SOUTHWEST RIGHT OF WAY
 EF1656'OF A COUNTY PAVED ROAD IN THE NORTHEAST CORNER OF THE LAWN OF A BRICK
 EF1656'RESIDENCE, ABOUT 4.8 MI (7.7 KM) EAST OF WALNUT GROVE AND ABOUT 11.7
 EF1656'MI (18.8 KM) WEST OF GADSDEN.
 EF1656'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND ALA 132 (MILE
 EF1656'POST 98.65 ON U. S. 278), DRIVE SOUTHWEST ON ALA 132 0.35 MI
 EF1656'(0.56 KM) TO MILE POST 17.10, A GRAVEL ROAD RIGHT AND A PAVED ROAD
 EF1656'LEFT, TURN LEFT ON THE PAVED ROAD AND DRIVE SOUTHEAST 0.20 MI
 EF1656'(0.32 KM) TO THE STATION ON THE RIGHT.
 EF1656'THE STATION IS 25.5 FT (7.8 M) SOUTH - SOUTHEAST OF THE CENTER OF THE
 EF1656'PAVED ROAD, 4.7 FT (1.4 M) WEST - SOUTHWEST OF TELEPHONE CABLE
 EF1656'PEDESTAL AND STUB POLE NO. C 135 R, 3.9 FT (1.2 M) SOUTHEAST OF THE
 EF1656'CENTER OF A WATER METER, 21.0 FT (6.4 M) SOUTHEAST OF THE CENTER OF A
 EF1656'PAVED DRIVEWAY, 11.2 FT (3.4 M) SOUTH - SOUTHEAST OF THE SOUTHEAST
 EF1656'END OF A 15 INCH CONCRETE PIPE UNDER THE DRIVEWAY, 40.0 FT (12.2 M)
 EF1656'EAST - SOUTHEAST OF A TRANSFORMER POWER POLE, AND SET FLUSH WITH THE
 EF1656'GROUND.
 EF1656'STATION 28 - 5 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1656
 EF1656                          STATION RECOVERY (1990)
 EF1656
 EF1656'RECOVERED 1990
 EF1656'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1657 ***********************************************************************
 EF1657  DESIGNATION -  28 7
 EF1657  PID         -  EF1657
 EF1657  STATE/COUNTY-  AL/ETOWAH
 EF1657  USGS QUAD   -  GADSDEN WEST (1985)
 EF1657
 EF1657                         *CURRENT SURVEY CONTROL
 EF1657  ___________________________________________________________________
 EF1657* NAD 83(1992)-  34 02 57.38490(N)    086 06 39.65336(W)     ADJUSTED  
 EF1657* NAVD 88     -       171.7    (meters)     563.     (feet)  VERTCON   
 EF1657  ___________________________________________________________________
 EF1657  X           -     358,807.848 (meters)                     COMP
 EF1657  Y           -  -5,278,136.458 (meters)                     COMP
 EF1657  Z           -   3,551,056.284 (meters)                     COMP
 EF1657  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 EF1657  ELLIP HEIGHT-         142.66  (meters)          (07/29/02) GPS OBS
 EF1657  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EF1657
 EF1657  HORZ ORDER  -  FIRST
 EF1657  ELLP ORDER  -  FOURTH    CLASS I
 EF1657
 EF1657.The horizontal coordinates were established by GPS observations
 EF1657.and adjusted by the National Geodetic Survey in December 1992..
 EF1657
 EF1657.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1657.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1657
 EF1657.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1657
 EF1657.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1657
 EF1657.The ellipsoidal height was determined by GPS observations
 EF1657.and is referenced to NAD 83.
 EF1657
 EF1657.The geoid height was determined by GEOID03.
 EF1657
 EF1657;                    North         East     Units Scale Factor Converg.
 EF1657;SPC AL E     -   393,604.316   174,362.265   MT  0.99996810   -0 09 19.7
 EF1657;UTM  16      - 3,767,975.770   582,049.660   MT  0.99968299   +0 29 52.0
 EF1657
 EF1657!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1657!SPC AL E     -   0.99997761  x   0.99996810  =   0.99994571
 EF1657!UTM  16      -   0.99997761  x   0.99968299  =   0.99966060
 EF1657
 EF1657                          SUPERSEDED SURVEY CONTROL
 EF1657
 EF1657  ELLIP H (12/04/92)  142.75   (m)                       GP(       ) 4 1
 EF1657  NAD 83(1992)-  34 02 57.39403(N)    086 06 39.65907(W) AD(       ) 1
 EF1657  NGVD 29 (12/04/92)  171.7    (m)          563.     (f) GPS OBS        
 EF1657
 EF1657.Superseded values are not recommended for survey control.
 EF1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1657.See file dsdata.txt to determine how the superseded data were derived.
 EF1657
 EF1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8205067976(NAD 83)
 EF1657_MARKER: DD = SURVEY DISK
 EF1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1657_SP_SET: CONCRETE POST
 EF1657_STAMPING: 28 - 7 1989
 EF1657_MARK LOGO: ALHD  
 EF1657_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1657+STABILITY: SURFACE MOTION
 EF1657_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1657+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1990
 EF1657
 EF1657  HISTORY     - Date     Condition        Report By
 EF1657  HISTORY     - 1989     MONUMENTED       ALHD
 EF1657  HISTORY     - 19900130 GOOD
 EF1657
 EF1657                          STATION DESCRIPTION
 EF1657
 EF1657'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1657'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE EAST RIGHT OF WAY OF U.
 EF1657'S. 431 NEAR THE WEST SIDE OF ATTALLA.
 EF1657'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 WEST AND U. S. 431
 EF1657'NORTH IN ATTALLA, DRIVE NORTH ON U. S. 431 0.90 MI (1.45 KM) TO MILE
 EF1657'POST 276.75 AND THE STATION ON THE RIGHT.
 EF1657'THE STATION IS 31.2 FT (9.5 M) EAST - NORTHEAST OF THE CENTERLINE OF
 EF1657'THE NORTH BOUND LANES OF U. S. 431, 62.3 FT (19.0 M) WEST - SOUTHWEST
 EF1657'OF THE RIGHT OF WAY FENCE, 35.0 FT (10.7 M) SOUTH - SOUTHEAST OF A
 EF1657'OVERHEAD POWER LINE CROSSING, 76.2 FT (23.2 M) SOUTHWEST OF A 10 INCH
 EF1657'CEDAR TREE NEAR THE FENCE, 59.9 FT (18.3 M) WEST - NORTHWEST OF
 EF1657'TELEPHONE CABLE POLE NO. 95 1/2, 2.8 FT (0.9 M) WEST OF A CARSONITE
 EF1657'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1657'STATION 28 - 8 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1657
 EF1657                          STATION RECOVERY (1990)
 EF1657
 EF1657'RECOVERED 1990
 EF1657'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1658 ***********************************************************************
 EF1658  DESIGNATION -  28 8
 EF1658  PID         -  EF1658
 EF1658  STATE/COUNTY-  AL/ETOWAH
 EF1658  USGS QUAD   -  GADSDEN WEST (1985)
 EF1658
 EF1658                         *CURRENT SURVEY CONTROL
 EF1658  ___________________________________________________________________
 EF1658* NAD 83(1992)-  34 02 29.30809(N)    086 06 42.12575(W)     ADJUSTED  
 EF1658* NAVD 88     -       175.4    (meters)     575.     (feet)  VERTCON   
 EF1658  ___________________________________________________________________
 EF1658  X           -     358,777.634 (meters)                     COMP
 EF1658  Y           -  -5,278,627.057 (meters)                     COMP
 EF1658  Z           -   3,550,341.531 (meters)                     COMP
 EF1658  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 EF1658  ELLIP HEIGHT-         146.38  (meters)          (07/29/02) GPS OBS
 EF1658  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EF1658
 EF1658  HORZ ORDER  -  FIRST
 EF1658  ELLP ORDER  -  FOURTH    CLASS I
 EF1658
 EF1658.The horizontal coordinates were established by GPS observations
 EF1658.and adjusted by the National Geodetic Survey in December 1992..
 EF1658
 EF1658.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1658.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1658
 EF1658.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1658
 EF1658.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1658
 EF1658.The ellipsoidal height was determined by GPS observations
 EF1658.and is referenced to NAD 83.
 EF1658
 EF1658.The geoid height was determined by GEOID03.
 EF1658
 EF1658;                    North         East     Units Scale Factor Converg.
 EF1658;SPC AL E     -   392,739.416   174,296.503   MT  0.99996814   -0 09 21.0
 EF1658;UTM  16      - 3,767,110.424   581,993.779   MT  0.99968287   +0 29 50.2
 EF1658
 EF1658!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1658!SPC AL E     -   0.99997702  x   0.99996814  =   0.99994516
 EF1658!UTM  16      -   0.99997702  x   0.99968287  =   0.99965990
 EF1658
 EF1658                          SUPERSEDED SURVEY CONTROL
 EF1658
 EF1658  ELLIP H (12/04/92)  146.46   (m)                       GP(       ) 4 1
 EF1658  NAD 83(1992)-  34 02 29.31724(N)    086 06 42.13146(W) AD(       ) 1
 EF1658  NGVD 29 (12/04/92)  175.4    (m)          575.     (f) GPS OBS        
 EF1658
 EF1658.Superseded values are not recommended for survey control.
 EF1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1658.See file dsdata.txt to determine how the superseded data were derived.
 EF1658
 EF1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8199467110(NAD 83)
 EF1658_MARKER: DD = SURVEY DISK
 EF1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1658_SP_SET: CONCRETE POST
 EF1658_STAMPING: 28 - 8 1989
 EF1658_MARK LOGO: ALHD  
 EF1658_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1658+STABILITY: SURFACE MOTION
 EF1658_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1658+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1990
 EF1658
 EF1658  HISTORY     - Date     Condition        Report By
 EF1658  HISTORY     - 1989     MONUMENTED       ALHD
 EF1658  HISTORY     - 19900118 GOOD
 EF1658
 EF1658                          STATION DESCRIPTION
 EF1658
 EF1658'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1658'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE WEST RIGHT OF WAY OF U.
 EF1658'S. 431, BETWEEN THE SOUTH BOUND LANES OF U. S. 431 AND A RAILROAD,
 EF1658'NEAR THE WEST SIDE OF ATTALLA.
 EF1658'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 WEST AND U. S. 431
 EF1658'NORTH IN ATTALLA, DRIVE NORTH ON U. S. 431 0.35 MI (0.56 KM) TO MILE
 EF1658'POST 276.20 AND THE STATION ON THE LEFT.
 EF1658'THE STATION IS 26.0 FT (7.9 M) WEST OF THE CENTERLINE OF THE SOUTH
 EF1658'BOUND LANES OF U. S. 431, 30.4 FT (9.3 M) EAST OF THE EAST RAIL OF
 EF1658'THE RAILROAD, 15.6 FT (4.8 M) EAST OF RAILROAD MILE POST 114, 2.9 FT
 EF1658'(0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1658'GROUND.
 EF1658'STATION 28 - 7 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1658
 EF1658                          STATION RECOVERY (1990)
 EF1658
 EF1658'RECOVERED 1990
 EF1658'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3682 ***********************************************************************
 DG3682  DESIGNATION -  28 9
 DG3682  PID         -  DG3682
 DG3682  STATE/COUNTY-  AL/ETOWAH
 DG3682  USGS QUAD   -  COLVIN GAP (1972)
 DG3682
 DG3682                         *CURRENT SURVEY CONTROL
 DG3682  ___________________________________________________________________
 DG3682* NAD 83(1992)-  33 58 44.76400(N)    085 48 04.63723(W)     ADJUSTED  
 DG3682* NAVD 88     -       188.7    (meters)     619.     (feet)  VERTCON   
 DG3682  ___________________________________________________________________
 DG3682  X           -     387,654.600 (meters)                     COMP
 DG3682  Y           -  -5,280,476.514 (meters)                     COMP
 DG3682  Z           -   3,544,613.810 (meters)                     COMP
 DG3682  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 DG3682  ELLIP HEIGHT-         159.81  (meters)          (07/29/02) GPS OBS
 DG3682  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DG3682
 DG3682  HORZ ORDER  -  FIRST
 DG3682  ELLP ORDER  -  FOURTH    CLASS I
 DG3682
 DG3682.The horizontal coordinates were established by GPS observations
 DG3682.and adjusted by the National Geodetic Survey in December 1992..
 DG3682
 DG3682.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3682
 DG3682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3682
 DG3682.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3682
 DG3682.The ellipsoidal height was determined by GPS observations
 DG3682.and is referenced to NAD 83.
 DG3682
 DG3682.The geoid height was determined by GEOID03.
 DG3682
 DG3682;                    North         East     Units Scale Factor Converg.
 DG3682;SPC AL E     -   385,786.589   202,961.097   MT  0.99996011   +0 01 04.5
 DG3682;UTM  16      - 3,760,486.175   610,728.603   MT  0.99975114   +0 40 12.1
 DG3682
 DG3682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3682!SPC AL E     -   0.99997491  x   0.99996011  =   0.99993502
 DG3682!UTM  16      -   0.99997491  x   0.99975114  =   0.99972606
 DG3682
 DG3682                          SUPERSEDED SURVEY CONTROL
 DG3682
 DG3682  ELLIP H (12/04/92)  159.88   (m)                       GP(       ) 4 1
 DG3682  NAD 83(1986)-  33 58 44.77367(N)    085 48 04.64511(W) AD(       ) 1
 DG3682  NGVD 29 (12/04/92)  188.7    (m)          619.     (f) GPS OBS        
 DG3682
 DG3682.Superseded values are not recommended for survey control.
 DG3682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3682.See file dsdata.txt to determine how the superseded data were derived.
 DG3682
 DG3682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1072960486(NAD 83)
 DG3682_MARKER: DD = SURVEY DISK
 DG3682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3682_SP_SET: CONCRETE POST
 DG3682_STAMPING: 28 - 9 1989
 DG3682_MARK LOGO: ALHD  
 DG3682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3682+STABILITY: SURFACE MOTION
 DG3682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3682+SATELLITE: SATELLITE OBSERVATIONS - January 25, 1990
 DG3682
 DG3682  HISTORY     - Date     Condition        Report By
 DG3682  HISTORY     - 1989     MONUMENTED       ALHD
 DG3682  HISTORY     - 19900125 GOOD
 DG3682
 DG3682                          STATION DESCRIPTION
 DG3682
 DG3682'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DG3682'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3682'U. S. 278 ABOUT 3.75 MI (6.03 KM) EAST OF HOKES BLUFF AND ABOUT 11.70
 DG3682'MI (18.83 KM) WEST OF PIEDMONT.
 DG3682'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND ALFORD ROAD AT
 DG3682'THE CAUTION LIGHT IN HOKES BLUFF (MILE POST 121.60 ON U. S. 278),
 DG3682'DRIVE EAST ON U. S. 278 3.75 MI (6.03 KM) TO MILE POST 125.35 AND THE
 DG3682'STATION ON THE LEFT.
 DG3682'THE STATION IS 32.2 FT (9.8 M) NORTH - NORTHEAST OF THE CENTERLINE OF
 DG3682'U. S. 278, 100.0 FT (30.5 M) WEST - NORTHWEST OF THE CENTER OF A
 DG3682'GRAVEL FIELD ROAD AT THE CORNER OF AN ELECTRIC FENCE, 141.8 FT
 DG3682'(43.2 M) EAST - SOUTHEAST OF A TELEPHONE CABLE AND ELECTRIC SERVICE
 DG3682'POLE, 5.4 FT (1.6 M) SOUTH - SOUTHWEST OF A SINGLE STRAND BARBED WIRE
 DG3682'ELECTRIC FENCE, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND
 DG3682'SET FLUSH WITH THE GROUND.
 DG3682'STATION 28 - 10 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3682'BEFORE USING THIS STATION, PLEASE NOTIFY -
 DG3682'THE HOKES BLUFF POLICE DEPARTMENT
 DG3682'PHONE - 205 - 492 - 2414
 DG3682'THE ETOWAH COUNTY SHERIFF OFFICE
 DG3682'PHONE - 205 - 549 - 1234
 DG3682
 DG3682                          STATION RECOVERY (1990)
 DG3682
 DG3682'RECOVERED 1990
 DG3682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0410 ***********************************************************************
 DJ0410  DESIGNATION -  28 A
 DJ0410  PID         -  DJ0410
 DJ0410  STATE/COUNTY-  AL/PICKENS
 DJ0410  USGS QUAD   -  PICKENSVILLE (1982)
 DJ0410
 DJ0410                         *CURRENT SURVEY CONTROL
 DJ0410  ___________________________________________________________________
 DJ0410* NAD 83(1986)-  33 13 43.     (N)    088 17 21.     (W)     SCALED    
 DJ0410* NAVD 88     -        42.450  (meters)     139.27   (feet)  ADJUSTED  
 DJ0410  ___________________________________________________________________
 DJ0410  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DJ0410  DYNAMIC HT  -          42.404 (meters)     139.12  (feet)  COMP
 DJ0410  MODELED GRAV-     979,557.0   (mgal)                       NAVD 88
 DJ0410
 DJ0410  VERT ORDER  -  SECOND    CLASS 0
 DJ0410
 DJ0410.The horizontal coordinates were scaled from a topographic map and have
 DJ0410.an estimated accuracy of +/- 6 seconds.
 DJ0410
 DJ0410.The orthometric height was determined by differential leveling
 DJ0410.and adjusted by the National Geodetic Survey in June 1991..
 DJ0410
 DJ0410.The geoid height was determined by GEOID03.
 DJ0410
 DJ0410.The dynamic height is computed by dividing the NAVD 88
 DJ0410.geopotential number by the normal gravity value computed on the
 DJ0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0410.degrees latitude (g = 980.6199 gals.).
 DJ0410
 DJ0410.The modeled gravity was interpolated from observed gravity values.
 DJ0410
 DJ0410;                    North         East    Units  Estimated Accuracy
 DJ0410;SPC AL W     -   358,240.      526,450.      MT  (+/- 180 meters Scaled)
 DJ0410
 DJ0410                          SUPERSEDED SURVEY CONTROL
 DJ0410
 DJ0410  NGVD 29 (??/??/92)   42.418  (m)          139.17   (f) ADJ UNCH    2 0
 DJ0410
 DJ0410.Superseded values are not recommended for survey control.
 DJ0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0410.See file dsdata.txt to determine how the superseded data were derived.
 DJ0410
 DJ0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB798773(NAD 83)
 DJ0410_MARKER: S = SPIKE
 DJ0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0410_STAMPING: 28 A 1914
 DJ0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0410+STABILITY: SURFACE MOTION
 DJ0410
 DJ0410  HISTORY     - Date     Condition        Report By
 DJ0410  HISTORY     - 1914     MONUMENTED       DOD
 DJ0410  HISTORY     - 1946     GOOD             NGS
 DJ0410
 DJ0410                          STATION DESCRIPTION
 DJ0410
 DJ0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ0410'1.5 MI W FROM PICKENSVILLE.
 DJ0410'ABOUT 1.5 MILES WEST ALONG A GRAVEL ROAD LEADING TO THE TOMBIGBEE
 DJ0410'RIVER FERRY FROM THE POST OFFICE AT PICKENSVILLE, ABOUT 150 FEET
 DJ0410'SOUTHEAST OF THE FERRY LANDING, IN A CULTIVATED FIELD, 208 FEET
 DJ0410'SOUTHWEST OF BENCH MARK Z 199, ABOUT 100 FEET SOUTH OF THE CENTER LINE
 DJ0410'OF THE ROAD, 114 FEET SOUTHEAST OF A 20-INCH WATER OAK TREE, AND ABOUT
 DJ0410'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  THE TOP OF A GALVANIZED
 DJ0410'BOAT SPIKE IN THE CENTER OF A 4-INCH CAST IRON PLATE STAMPED 28 A 1914
 DJ0410'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1635 ***********************************************************************
 DH1635  DESIGNATION -  280
 DH1635  PID         -  DH1635
 DH1635  STATE/COUNTY-  AL/TUSCALOOSA
 DH1635  USGS QUAD   -  PEARSON (1983)
 DH1635
 DH1635                         *CURRENT SURVEY CONTROL
 DH1635  ___________________________________________________________________
 DH1635* NAD 83(1986)-  33 01 36.     (N)    087 19 40.     (W)     SCALED    
 DH1635* NAVD 88     -        85.539  (meters)     280.64   (feet)  ADJUSTED  
 DH1635  ___________________________________________________________________
 DH1635  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DH1635  DYNAMIC HT  -          85.442 (meters)     280.32  (feet)  COMP
 DH1635  MODELED GRAV-     979,508.7   (mgal)                       NAVD 88
 DH1635
 DH1635  VERT ORDER  -  SECOND    CLASS 0
 DH1635
 DH1635.The horizontal coordinates were scaled from a topographic map and have
 DH1635.an estimated accuracy of +/- 6 seconds.
 DH1635
 DH1635.The orthometric height was determined by differential leveling
 DH1635.and adjusted by the National Geodetic Survey in June 1991..
 DH1635
 DH1635.The geoid height was determined by GEOID03.
 DH1635
 DH1635.The dynamic height is computed by dividing the NAVD 88
 DH1635.geopotential number by the normal gravity value computed on the
 DH1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1635.degrees latitude (g = 980.6199 gals.).
 DH1635
 DH1635.The modeled gravity was interpolated from observed gravity values.
 DH1635
 DH1635;                    North         East    Units  Estimated Accuracy
 DH1635;SPC AL W     -   335,580.      616,090.      MT  (+/- 180 meters Scaled)
 DH1635
 DH1635                          SUPERSEDED SURVEY CONTROL
 DH1635
 DH1635  NGVD 29 (??/??/92)   85.506  (m)          280.53   (f) ADJ UNCH    2 0
 DH1635
 DH1635.Superseded values are not recommended for survey control.
 DH1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1635.See file dsdata.txt to determine how the superseded data were derived.
 DH1635
 DH1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB693542(NAD 83)
 DH1635_MARKER: Q = CHISELED SQUARE
 DH1635_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1635_SP_SET: CULVERT
 DH1635_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1635
 DH1635  HISTORY     - Date     Condition        Report By
 DH1635  HISTORY     - UNK      MONUMENTED       USGS
 DH1635  HISTORY     - 1935     GOOD             NGS
 DH1635
 DH1635                          STATION DESCRIPTION
 DH1635
 DH1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH1635'0.9 MI SE FROM HAGLER.
 DH1635'CHISELED SQUARE IN THE NORTH HEADWALL OF A MOBILE AND OHIO RAILROAD
 DH1635'CONCRETE CULVERT, THE LETTERS BM 280 ARE PAINTED ON A TELEPHONE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0384 ***********************************************************************
 CO0384  DESIGNATION -  284
 CO0384  PID         -  CO0384
 CO0384  STATE/COUNTY-  AL/CHOCTAW
 CO0384  USGS QUAD   -  LAND (1974)
 CO0384
 CO0384                         *CURRENT SURVEY CONTROL
 CO0384  ___________________________________________________________________
 CO0384* NAD 83(1986)-  32 07 10.     (N)    088 19 02.     (W)     SCALED    
 CO0384* NAVD 88     -        86.433  (meters)     283.57   (feet)  ADJUSTED  
 CO0384  ___________________________________________________________________
 CO0384  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CO0384  DYNAMIC HT  -          86.332 (meters)     283.24  (feet)  COMP
 CO0384  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 CO0384
 CO0384  VERT ORDER  -  SECOND    CLASS 0
 CO0384
 CO0384.The horizontal coordinates were scaled from a topographic map and have
 CO0384.an estimated accuracy of +/- 6 seconds.
 CO0384
 CO0384.The orthometric height was determined by differential leveling
 CO0384.and adjusted by the National Geodetic Survey in June 1991..
 CO0384
 CO0384.The geoid height was determined by GEOID03.
 CO0384
 CO0384.The dynamic height is computed by dividing the NAVD 88
 CO0384.geopotential number by the normal gravity value computed on the
 CO0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0384.degrees latitude (g = 980.6199 gals.).
 CO0384
 CO0384.The modeled gravity was interpolated from observed gravity values.
 CO0384
 CO0384;                    North         East    Units  Estimated Accuracy
 CO0384;SPC AL W     -   235,260.      522,880.      MT  (+/- 180 meters Scaled)
 CO0384
 CO0384                          SUPERSEDED SURVEY CONTROL
 CO0384
 CO0384  NGVD 29 (??/??/92)   86.417  (m)          283.52   (f) ADJ UNCH    2 0
 CO0384
 CO0384.Superseded values are not recommended for survey control.
 CO0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0384.See file dsdata.txt to determine how the superseded data were derived.
 CO0384
 CO0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA757544(NAD 83)
 CO0384_MARKER: B = BOLT
 CO0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0384+STABILITY: SURFACE MOTION
 CO0384
 CO0384  HISTORY     - Date     Condition        Report By
 CO0384  HISTORY     - UNK      MONUMENTED       ALHD
 CO0384  HISTORY     - 1935     GOOD             NGS
 CO0384
 CO0384                          STATION DESCRIPTION
 CO0384
 CO0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0384'0.9 MI E FROM RIDERWOOD.
 CO0384'0.9 MILES EAST OF ALABAMA, TENN. AND NORTHERN RR STATION AT RIDERWOOD
 CO0384'TOP OF BOLT SET IN CONCRETE POST.  ABOUT 3/4 MILE SOUTH OF CROSSING OF
 CO0384'ALA. STATE HIGHWAY 10 AND A.T. AND N. RAILROAD, 20 YARDS EAST OF A
 CO0384'BROWN HOUSE, 35 FEET NORTH OF CENTERLINE OF STATE HIGHWAY 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2830 ***********************************************************************
 DH2830  DESIGNATION -  29 1
 DH2830  PID         -  DH2830
 DH2830  STATE/COUNTY-  AL/FAYETTE
 DH2830  USGS QUAD   -  WINFIELD SE (1967)
 DH2830
 DH2830                         *CURRENT SURVEY CONTROL
 DH2830  ___________________________________________________________________
 DH2830* NAD 83(1992)-  33 45 53.21354(N)    087 45 50.50298(W)     ADJUSTED  
 DH2830* NAVD 88     -       113.0    (meters)     371.     (feet)  VERTCON   
 DH2830  ___________________________________________________________________
 DH2830  X           -     207,087.557 (meters)                     COMP
 DH2830  Y           -  -5,303,833.061 (meters)                     COMP
 DH2830  Z           -   3,524,834.052 (meters)                     COMP
 DH2830  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 DH2830  ELLIP HEIGHT-          85.24  (meters)          (07/29/02) GPS OBS
 DH2830  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DH2830
 DH2830  HORZ ORDER  -  FIRST
 DH2830  ELLP ORDER  -  FOURTH    CLASS I
 DH2830
 DH2830.The horizontal coordinates were established by GPS observations
 DH2830.and adjusted by the National Geodetic Survey in December 1992..
 DH2830
 DH2830.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2830
 DH2830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2830
 DH2830.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2830
 DH2830.The ellipsoidal height was determined by GPS observations
 DH2830.and is referenced to NAD 83.
 DH2830
 DH2830.The geoid height was determined by GEOID03.
 DH2830
 DH2830;                    North         East     Units Scale Factor Converg.
 DH2830;SPC AL W     -   417,461.040   575,542.344   MT  0.99994070   -0 08 48.3
 DH2830;UTM  16      - 3,736,338.107   429,248.927   MT  0.99966171   -0 25 28.8
 DH2830
 DH2830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2830!SPC AL W     -   0.99998662  x   0.99994070  =   0.99992732
 DH2830!UTM  16      -   0.99998662  x   0.99966171  =   0.99964833
 DH2830
 DH2830                          SUPERSEDED SURVEY CONTROL
 DH2830
 DH2830  ELLIP H (12/04/92)   85.26   (m)                       GP(       ) 4 1
 DH2830  NAD 83(1986)-  33 45 53.22049(N)    087 45 50.50092(W) AD(       ) 1
 DH2830  NGVD 29 (12/04/92)  113.0    (m)          371.     (f) GPS OBS        
 DH2830
 DH2830.Superseded values are not recommended for survey control.
 DH2830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2830.See file dsdata.txt to determine how the superseded data were derived.
 DH2830
 DH2830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2924936338(NAD 83)
 DH2830_MARKER: DD = SURVEY DISK
 DH2830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2830_SP_SET: CONCRETE POST
 DH2830_STAMPING: 29-1 1991
 DH2830_MARK LOGO: ALHD  
 DH2830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2830+STABILITY: SURFACE MOTION
 DH2830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2830+SATELLITE: SATELLITE OBSERVATIONS - March 03, 1992
 DH2830
 DH2830  HISTORY     - Date     Condition        Report By
 DH2830  HISTORY     - 1991     MONUMENTED       ALHD
 DH2830  HISTORY     - 19920303 GOOD
 DH2830
 DH2830                          STATION DESCRIPTION
 DH2830
 DH2830'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2830'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTH RIGHT OF WAY OF
 DH2830'ALA 102, ABOUT 6.65 MI (10.70 KM) NORTHEAST OF FAYETTE AND ABOUT
 DH2830'11.90 MI (19.15 KM) NORTHWEST OF BERRY.
 DH2830'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, ALA 171, AND ALA
 DH2830'102 (MILE POST 0 ON ALA 102 AND MILE POST 41.75 ON U.S. 43 AND ALA
 DH2830'171), ABOUT 5.9 MI (9.5 KM) NORTH OF FAYETTE, DRIVE EAST ON ALA 102
 DH2830'FOR 1.90 MI (3.06 KM) TO MILE POST 1.90 AND THE STATION ON THE LEFT.
 DH2830'THE STATION IS 54.5 FT (16.6 M) NORTH OF THE CENTER LINE OF ALA 102,
 DH2830'149.0 FT (45.4 M) WEST-NORTHWEST OF THE WEST END OF AN 18-INCH
 DH2830'CORREGATED METAL PIPE UNDER A GRAVEL FIELD ROAD, 151.3 FT (46.1 M)
 DH2830'NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO 4 156 ACROSS ALA 102,
 DH2830'162.6 FT (49.6 M) NORTH-NORTHEAST OF A TRANSFORMER POWER POLE ACROSS
 DH2830'ALA 102, 168.0 FT (51.2 M) WEST OF THE CENTER OF A GRAVEL FIELD ROAD,
 DH2830'2.1 FT (0.6 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 DH2830'FLUSH WITH THE GROUND.
 DH2830'STATION 29-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2830
 DH2830                          STATION RECOVERY (1992)
 DH2830
 DH2830'RECOVERED 1992
 DH2830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7450 ***********************************************************************
 AA7450  DESIGNATION -  29 10
 AA7450  PID         -  AA7450
 AA7450  STATE/COUNTY-  AL/FAYETTE
 AA7450  USGS QUAD   -  BERRY (1983)
 AA7450
 AA7450                         *CURRENT SURVEY CONTROL
 AA7450  ___________________________________________________________________
 AA7450* NAD 83(1992)-  33 44 01.80670(N)    087 35 03.13945(W)     ADJUSTED  
 AA7450* NAVD 88     -       182.1    (meters)     597.     (feet)  VERTCON   
 AA7450  ___________________________________________________________________
 AA7450  X           -     223,815.431 (meters)                     COMP
 AA7450  Y           -  -5,305,119.701 (meters)                     COMP
 AA7450  Z           -   3,522,018.343 (meters)                     COMP
 AA7450  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AA7450  ELLIP HEIGHT-         154.34  (meters)          (07/29/02) GPS OBS
 AA7450  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AA7450
 AA7450  HORZ ORDER  -  FIRST
 AA7450  ELLP ORDER  -  FOURTH    CLASS I
 AA7450
 AA7450.The horizontal coordinates were established by GPS observations
 AA7450.and adjusted by the National Geodetic Survey in August 1995..
 AA7450
 AA7450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7450
 AA7450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7450
 AA7450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7450
 AA7450.The ellipsoidal height was determined by GPS observations
 AA7450.and is referenced to NAD 83.
 AA7450
 AA7450.The geoid height was determined by GEOID03.
 AA7450
 AA7450;                    North         East     Units Scale Factor Converg.
 AA7450;SPC AL W     -   414,000.630   592,197.042   MT  0.99993408   -0 02 48.3
 AA7450;UTM  16      - 3,732,798.012   445,881.851   MT  0.99963610   -0 19 28.0
 AA7450
 AA7450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7450!SPC AL W     -   0.99997577  x   0.99993408  =   0.99990985
 AA7450!UTM  16      -   0.99997577  x   0.99963610  =   0.99961188
 AA7450
 AA7450:                Primary Azimuth Mark                     Grid Az
 AA7450:SPC AL W     -  29 9                                     161 14 14.3
 AA7450:UTM  16      -  29 9                                     161 30 54.0
 AA7450
 AA7450|---------------------------------------------------------------------|
 AA7450| PID    Reference Object                     Distance      Geod. Az  |
 AA7450|                                                           dddmmss.s |
 AA7450| AA7449 29 9                                435.793 METERS 1611126.0 |
 AA7450|---------------------------------------------------------------------|
 AA7450
 AA7450                          SUPERSEDED SURVEY CONTROL
 AA7450
 AA7450  ELLIP H (08/28/95)  154.37   (m)                       GP(       ) 4 1
 AA7450  NGVD 29 (08/28/95)  182.1    (m)          597.     (f) GPS OBS        
 AA7450
 AA7450.Superseded values are not recommended for survey control.
 AA7450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7450.See file dsdata.txt to determine how the superseded data were derived.
 AA7450
 AA7450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4588232798(NAD 83)
 AA7450_MARKER: DD = SURVEY DISK
 AA7450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7450_STAMPING: 29-10 1994
 AA7450_MARK LOGO: ALHD  
 AA7450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7450+STABILITY: SURFACE MOTION
 AA7450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7450+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7450
 AA7450  HISTORY     - Date     Condition        Report By
 AA7450  HISTORY     - 1994     MONUMENTED       ALHD
 AA7450
 AA7450                          STATION DESCRIPTION
 AA7450
 AA7450'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7450'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA7450'OF FAYETTE COUNTY ROAD NO. 63, ABOUT 5.20 MI (8.37 KM) NORTH OF BERRY
 AA7450'AND ABOUT 14.45 MI (23.25 KM) EAST-NORTHEAST OF FAYETTE. TO REACH THE
 AA7450'STATION FROM THE JUNCTION OF ALA 13 AND ALA 102 (MILE POST 9.35 ON ALA
 AA7450'102 AND MILE POST 245.30 ON ALA 13) AT FOWLERS CROSS ROADS, DRIVE
 AA7450'NORTHEAST AND EAST ON ALA 102 FOR 4.45 MI (7.16 KM) TO MILE POST 13.80
 AA7450'AND FAYETTE COUNTY ROAD NO. 63 ON THE RIGHT, TURN RIGHT ON FAYETTE
 AA7450'COUNTY ROAD NO. 63 AND DRIVE SOUTH FOR 5.95 MI (9.58 KM) TO THE
 AA7450'STATION ON THE LEFT. THE STATION IS 32.7 FT (10.0 M) NORTHEAST OF THE
 AA7450'CENTERLINE OF FAYETTE COUNTY ROAD NO. 63, 84.0 FT (25.6 M)
 AA7450'NORTH-NORTHWEST OF THE NORTHEAST END OF AN EIGHTEEN-INCH CONCRETE PIPE
 AA7450'UNDER FAYETTE COUNTY ROAD NO. 63, 134.0 FT (40.8 M) EAST-SOUTHEAST OF
 AA7450'TELEPHONE CABLE PEDESTAL NO. 12 2 ACROSS THE ROAD, 134.3 FT (40.9 M)
 AA7450'EAST-SOUTHEAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE ACROSS THE
 AA7450'ROAD, 2.2 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA7450'FLUSH WITH THE GROUND. STATION 29-9 1994 MAY BE USED AS AN AZIMUTH FOR
 AA7450'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7451 ***********************************************************************
 AA7451  DESIGNATION -  29 11
 AA7451  PID         -  AA7451
 AA7451  STATE/COUNTY-  AL/FAYETTE
 AA7451  USGS QUAD   -  HOWARD (1981)
 AA7451
 AA7451                         *CURRENT SURVEY CONTROL
 AA7451  ___________________________________________________________________
 AA7451* NAD 83(1992)-  33 48 34.54119(N)    087 35 13.33928(W)     ADJUSTED  
 AA7451* NAVD 88     -       161.4    (meters)     530.     (feet)  VERTCON   
 AA7451  ___________________________________________________________________
 AA7451  X           -     223,355.704 (meters)                     COMP
 AA7451  Y           -  -5,300,446.568 (meters)                     COMP
 AA7451  Z           -   3,528,992.254 (meters)                     COMP
 AA7451  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AA7451  ELLIP HEIGHT-         133.80  (meters)          (07/29/02) GPS OBS
 AA7451  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AA7451
 AA7451  HORZ ORDER  -  FIRST
 AA7451  ELLP ORDER  -  FOURTH    CLASS I
 AA7451
 AA7451.The horizontal coordinates were established by GPS observations
 AA7451.and adjusted by the National Geodetic Survey in August 1995..
 AA7451
 AA7451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7451
 AA7451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7451
 AA7451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7451
 AA7451.The ellipsoidal height was determined by GPS observations
 AA7451.and is referenced to NAD 83.
 AA7451
 AA7451.The geoid height was determined by GEOID03.
 AA7451
 AA7451;                    North         East     Units Scale Factor Converg.
 AA7451;SPC AL W     -   422,403.413   591,941.589   MT  0.99993413   -0 02 54.4
 AA7451;UTM  16      - 3,741,199.432   445,667.228   MT  0.99963639   -0 19 36.0
 AA7451
 AA7451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7451!SPC AL W     -   0.99997900  x   0.99993413  =   0.99991313
 AA7451!UTM  16      -   0.99997900  x   0.99963639  =   0.99961539
 AA7451
 AA7451:                Primary Azimuth Mark                     Grid Az
 AA7451:SPC AL W     -  29 12                                    017 36 14.2
 AA7451:UTM  16      -  29 12                                    017 52 55.8
 AA7451
 AA7451|---------------------------------------------------------------------|
 AA7451| PID    Reference Object                     Distance      Geod. Az  |
 AA7451|                                                           dddmmss.s |
 AA7451| AA7452 29 12                               456.893 METERS 0173319.8 |
 AA7451|---------------------------------------------------------------------|
 AA7451
 AA7451                          SUPERSEDED SURVEY CONTROL
 AA7451
 AA7451  ELLIP H (08/28/95)  133.82   (m)                       GP(       ) 4 1
 AA7451  NGVD 29 (08/28/95)  161.3    (m)          529.     (f) GPS OBS        
 AA7451
 AA7451.Superseded values are not recommended for survey control.
 AA7451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7451.See file dsdata.txt to determine how the superseded data were derived.
 AA7451
 AA7451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4566741199(NAD 83)
 AA7451_MARKER: DD = SURVEY DISK
 AA7451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7451_STAMPING: 29-11 1994
 AA7451_MARK LOGO: ALHD  
 AA7451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7451+STABILITY: SURFACE MOTION
 AA7451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7451+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 AA7451
 AA7451  HISTORY     - Date     Condition        Report By
 AA7451  HISTORY     - 1994     MONUMENTED       ALHD
 AA7451  HISTORY     - 20030123 GOOD             ALHD
 AA7451
 AA7451                          STATION DESCRIPTION
 AA7451
 AA7451'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7451'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7451'FAYETTE COUNTY ROAD NO. 63, ABOUT 10.35 MI (16.66 KM) NORTH OF BERRY
 AA7451'AND ABOUT 11.40 MI (18.35 KM) SOUTHEAST OF GLEN ALLEN. TO REACH THE
 AA7451'STATION FROM THE JUNCTION OF ALA 13 AND ALA 102 (MILE POST 9.35 ON ALA
 AA7451'102 AND MILE POST 245.30 ON ALA 13) AT FOWLERS CROSS ROADS, DRIVE
 AA7451'NORTHEAST AND EAST ON ALA 102 FOR 4.40 MI (7.08 KM) TO MILE POST 13.75
 AA7451'AND FAYETTE COUNTY ROAD NO. 63 ON THE LEFT, TURN LEFT ON FAYETTE
 AA7451'COUNTY ROAD NO. 63 AND DRIVE NORTH FOR 0.25 MI (0.40 KM) TO THE
 AA7451'STATION ON THE RIGHT. THE STATION IS 2.8 FT (0.9 M) WEST OF A FOUR
 AA7451'STRAND BARBED WIRE FENCE ON WOOD POSTS, 32.2 FT (9.8 M) EAST OF THE
 AA7451'CENTER LINE OF FAYETTE COUNTY ROAD NO. 63, 61.6 FT (18.8 M)
 AA7451'SOUTH-SOUTHWEST OF AN ANGLE POWER POLE WITH TWO GUY WIRES IN A
 AA7451'PASTURE, 127.9 FT (39.0 M) SOUTH OF THE SOUTH POST OF A WHITE PIPE
 AA7451'GATE, 155.5 FT (47.4 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AA7451'CONCRETE STORM CELLAR ACROSS THE ROAD, 164.6 FT (50.2 M) EAST OF THE
 AA7451'NORTHEAST CORNER OF A BRICK HOUSE ACROSS THE ROAD, 3.0 FT (0.9 M) WEST
 AA7451'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA7451'29-12 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7451
 AA7451                          STATION RECOVERY (2003)
 AA7451
 AA7451'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 AA7451'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7452 ***********************************************************************
 AA7452  DESIGNATION -  29 12
 AA7452  PID         -  AA7452
 AA7452  STATE/COUNTY-  AL/FAYETTE
 AA7452  USGS QUAD   -  HOWARD (1981)
 AA7452
 AA7452                         *CURRENT SURVEY CONTROL
 AA7452  ___________________________________________________________________
 AA7452* NAD 83(1992)-  33 48 48.67949(N)    087 35 07.98076(W)     ADJUSTED  
 AA7452* NAVD 88     -       152.5    (meters)     500.     (feet)  VERTCON   
 AA7452  ___________________________________________________________________
 AA7452  X           -     223,482.879 (meters)                     COMP
 AA7452  Y           -  -5,300,191.167 (meters)                     COMP
 AA7452  Z           -   3,529,349.236 (meters)                     COMP
 AA7452  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AA7452  ELLIP HEIGHT-         124.88  (meters)          (07/29/02) GPS OBS
 AA7452  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AA7452
 AA7452  HORZ ORDER  -  FIRST
 AA7452  ELLP ORDER  -  FOURTH    CLASS I
 AA7452
 AA7452.The horizontal coordinates were established by GPS observations
 AA7452.and adjusted by the National Geodetic Survey in August 1995..
 AA7452
 AA7452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7452
 AA7452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7452
 AA7452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7452
 AA7452.The ellipsoidal height was determined by GPS observations
 AA7452.and is referenced to NAD 83.
 AA7452
 AA7452.The geoid height was determined by GEOID03.
 AA7452
 AA7452;                    North         East     Units Scale Factor Converg.
 AA7452;SPC AL W     -   422,838.882   592,079.760   MT  0.99993411   -0 02 51.4
 AA7452;UTM  16      - 3,741,634.095   445,807.471   MT  0.99963620   -0 19 33.1
 AA7452
 AA7452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7452!SPC AL W     -   0.99998040  x   0.99993411  =   0.99991451
 AA7452!UTM  16      -   0.99998040  x   0.99963620  =   0.99961660
 AA7452
 AA7452:                Primary Azimuth Mark                     Grid Az
 AA7452:SPC AL W     -  29 11                                    197 36 14.2
 AA7452:UTM  16      -  29 11                                    197 52 55.9
 AA7452
 AA7452|---------------------------------------------------------------------|
 AA7452| PID    Reference Object                     Distance      Geod. Az  |
 AA7452|                                                           dddmmss.s |
 AA7452| AA7451 29 11                               456.893 METERS 1973322.8 |
 AA7452|---------------------------------------------------------------------|
 AA7452
 AA7452                          SUPERSEDED SURVEY CONTROL
 AA7452
 AA7452  ELLIP H (08/28/95)  124.91   (m)                       GP(       ) 4 1
 AA7452  NGVD 29 (08/28/95)  152.4    (m)          500.     (f) GPS OBS        
 AA7452
 AA7452.Superseded values are not recommended for survey control.
 AA7452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7452.See file dsdata.txt to determine how the superseded data were derived.
 AA7452
 AA7452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4580741634(NAD 83)
 AA7452_MARKER: DD = SURVEY DISK
 AA7452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7452_STAMPING: 29-12 1994
 AA7452_MARK LOGO: ALHD  
 AA7452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7452+STABILITY: SURFACE MOTION
 AA7452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7452+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7452
 AA7452  HISTORY     - Date     Condition        Report By
 AA7452  HISTORY     - 1994     MONUMENTED       ALHD
 AA7452  HISTORY     - 20030123 POOR             ALHD
 AA7452
 AA7452                          STATION DESCRIPTION
 AA7452
 AA7452'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7452'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7452'FAYETTE COUNTY ROAD NO. 63, ABOUT 10.65 MI (17.14 KM) NORTH OF BERRY
 AA7452'AND ABOUT 11.25 MI (18.10 KM) SOUTHEAST OF GLEN ALLEN. TO REACH THE
 AA7452'STATION FROM THE JUNCTION OF ALA 13 AND ALA 102 (MILE POST 9.35 ON ALA
 AA7452'102 AND MILE POST 245.30 ON ALA 13) AT FOWLERS CROSS ROADS, DRIVE
 AA7452'NORTHEAST AND EAST ON ALA 102 FOR 4.40 MI (7.08 KM) TO MILE POST 13.75
 AA7452'AND FAYETTE COUNTY ROAD NO. 63 ON THE LEFT, TURN LEFT ON FAYETTE
 AA7452'COUNTY ROAD NO. 63 AND DRIVE NORTH FOR 0.55 MI (0.89 KM) TO THE
 AA7452'STATION ON THE RIGHT. THE STATION IS 35.3 FT (10.8 M) EAST OF THE
 AA7452'CENTERLINE OF FAYETTE COUNTY ROAD NO. 63, 82.9 FT (25.3 M)
 AA7452'SOUTH-SOUTHWEST OF A FOURTEEN-INCH CEDAR TREE, 104.9 FT (32.0 M) SOUTH
 AA7452'OF A POWER POLE, 2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND
 AA7452'SET FLUSH WITH THE GROUND. STATION 29-11 1994 MAY BE USED AS AN
 AA7452'AZIMUTH FOR THIS STATION.
 AA7452
 AA7452                          STATION RECOVERY (2003)
 AA7452
 AA7452'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 AA7452'MARK HAS BEEN TILTED APPROXIMATELY 45 DEGREES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7453 ***********************************************************************
 AA7453  DESIGNATION -  29 13
 AA7453  PID         -  AA7453
 AA7453  STATE/COUNTY-  AL/FAYETTE
 AA7453  USGS QUAD   -  HUBBERTVILLE (1983)
 AA7453
 AA7453                         *CURRENT SURVEY CONTROL
 AA7453  ___________________________________________________________________
 AA7453* NAD 83(1992)-  33 50 32.46269(N)    087 41 56.79278(W)     ADJUSTED  
 AA7453* NAVD 88     -       144.4    (meters)     474.     (feet)  VERTCON   
 AA7453  ___________________________________________________________________
 AA7453  X           -     212,905.857 (meters)                     COMP
 AA7453  Y           -  -5,298,838.343 (meters)                     COMP
 AA7453  Z           -   3,532,001.184 (meters)                     COMP
 AA7453  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AA7453  ELLIP HEIGHT-         116.91  (meters)          (07/29/02) GPS OBS
 AA7453  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AA7453
 AA7453  HORZ ORDER  -  FIRST
 AA7453  ELLP ORDER  -  FOURTH    CLASS I
 AA7453
 AA7453.The horizontal coordinates were established by GPS observations
 AA7453.and adjusted by the National Geodetic Survey in August 1995..
 AA7453
 AA7453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7453
 AA7453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7453
 AA7453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7453
 AA7453.The ellipsoidal height was determined by GPS observations
 AA7453.and is referenced to NAD 83.
 AA7453
 AA7453.The geoid height was determined by GEOID03.
 AA7453
 AA7453;                    North         East     Units Scale Factor Converg.
 AA7453;SPC AL W     -   426,050.865   581,572.651   MT  0.99993752   -0 06 39.2
 AA7453;UTM  16      - 3,744,896.134   435,319.153   MT  0.99965157   -0 23 21.7
 AA7453
 AA7453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7453!SPC AL W     -   0.99998165  x   0.99993752  =   0.99991917
 AA7453!UTM  16      -   0.99998165  x   0.99965157  =   0.99963322
 AA7453
 AA7453                          SUPERSEDED SURVEY CONTROL
 AA7453
 AA7453  ELLIP H (08/28/95)  116.93   (m)                       GP(       ) 4 1
 AA7453  NGVD 29 (08/28/95)  144.4    (m)          474.     (f) GPS OBS        
 AA7453
 AA7453.Superseded values are not recommended for survey control.
 AA7453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7453.See file dsdata.txt to determine how the superseded data were derived.
 AA7453
 AA7453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3531944896(NAD 83)
 AA7453_MARKER: DD = SURVEY DISK
 AA7453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7453_STAMPING: 29-13 1994
 AA7453_MARK LOGO: ALHD  
 AA7453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7453+STABILITY: SURFACE MOTION
 AA7453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7453+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7453
 AA7453  HISTORY     - Date     Condition        Report By
 AA7453  HISTORY     - 1994     MONUMENTED       ALHD
 AA7453
 AA7453                          STATION DESCRIPTION
 AA7453
 AA7453'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7453'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7453'FAYETTE COUNTY ROAD NO. 44, ABOUT 5.45 MI (8.77 KM) SOUTH-SOUTHEAST OF
 AA7453'GLEN ALLEN AND ABOUT 13.15 MI (21.16 KM) NORTHEAST OF FAYETTE. TO
 AA7453'REACH THE STATION FROM THE JUNCTION OF ALA 13 AND ALA 102 (MILE POST
 AA7453'245.30 ON ALA 13 AND MILE POST 9.35 ON ALA 102) AT FOWLERS CROSS
 AA7453'ROADS, DRIVE NORTH ON ALA 13 FOR 2.35 MI (3.78 KM) TO MILE POST 247.65
 AA7453'AND FAYETTE COUNTY ROAD NO. 44 LEFT AND RIGHT, TURN LEFT ON FAYETTE
 AA7453'COUNTY ROAD NO. 44 AND DRIVE WEST FOR 3.00 MI (4.83 KM) TO THE STATION
 AA7453'ON THE RIGHT. THE STATION IS 2.9 FT (0.9 M) SOUTH-SOUTHEAST OF A HOG
 AA7453'WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS,
 AA7453'36.4 FT (11.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF FAYETTE COUNTY
 AA7453'ROAD NO. 44, 58.7 FT (17.9 M) WEST-SOUTHWEST OF THE SOUTHWEST END OF A
 AA7453'FIFTEEN-INCH CORREGATED METAL PIPE UNDER A GRAVEL FIELD ROAD, 71.0 FT
 AA7453'(21.6 M) NORTHEAST OF AN ANGLE IN THE FENCE LINE, 195.6 FT (59.6 M)
 AA7453'NORTHEAST OF A TRANSFORMER POWER POLE, 3.0 FT (0.9 M) SOUTH-SOUTHEAST
 AA7453'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA7453'29-14 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7454 ***********************************************************************
 AA7454  DESIGNATION -  29 14
 AA7454  PID         -  AA7454
 AA7454  STATE/COUNTY-  AL/FAYETTE
 AA7454  USGS QUAD   -  HUBBERTVILLE (1983)
 AA7454
 AA7454                         *CURRENT SURVEY CONTROL
 AA7454  ___________________________________________________________________
 AA7454* NAD 83(1992)-  33 50 39.25230(N)    087 41 36.98611(W)     ADJUSTED  
 AA7454* NAVD 88     -       145.7    (meters)     478.     (feet)  VERTCON   
 AA7454  ___________________________________________________________________
 AA7454  X           -     213,410.034 (meters)                     COMP
 AA7454  Y           -  -5,298,702.515 (meters)                     COMP
 AA7454  Z           -   3,532,175.644 (meters)                     COMP
 AA7454  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AA7454  ELLIP HEIGHT-         118.18  (meters)          (07/29/02) GPS OBS
 AA7454  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AA7454
 AA7454  HORZ ORDER  -  FIRST
 AA7454  ELLP ORDER  -  FOURTH    CLASS I
 AA7454
 AA7454.The horizontal coordinates were established by GPS observations
 AA7454.and adjusted by the National Geodetic Survey in August 1995..
 AA7454
 AA7454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7454
 AA7454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7454
 AA7454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7454
 AA7454.The ellipsoidal height was determined by GPS observations
 AA7454.and is referenced to NAD 83.
 AA7454
 AA7454.The geoid height was determined by GEOID03.
 AA7454
 AA7454;                    North         East     Units Scale Factor Converg.
 AA7454;SPC AL W     -   426,259.074   582,082.236   MT  0.99993729   -0 06 28.2
 AA7454;UTM  16      - 3,745,101.805   435,829.598   MT  0.99965076   -0 23 10.7
 AA7454
 AA7454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7454!SPC AL W     -   0.99998145  x   0.99993729  =   0.99991874
 AA7454!UTM  16      -   0.99998145  x   0.99965076  =   0.99963221
 AA7454
 AA7454                          SUPERSEDED SURVEY CONTROL
 AA7454
 AA7454  ELLIP H (08/28/95)  118.20   (m)                       GP(       ) 4 1
 AA7454  NGVD 29 (08/28/95)  145.7    (m)          478.     (f) GPS OBS        
 AA7454
 AA7454.Superseded values are not recommended for survey control.
 AA7454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7454.See file dsdata.txt to determine how the superseded data were derived.
 AA7454
 AA7454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3583045102(NAD 83)
 AA7454_MARKER: DD = SURVEY DISK
 AA7454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7454_STAMPING: 29-14 1994
 AA7454_MARK LOGO: ALHD  
 AA7454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7454+STABILITY: SURFACE MOTION
 AA7454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7454+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7454
 AA7454  HISTORY     - Date     Condition        Report By
 AA7454  HISTORY     - 1994     MONUMENTED       ALHD
 AA7454
 AA7454                          STATION DESCRIPTION
 AA7454
 AA7454'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7454'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7454'FAYETTE COUNTY ROAD NO. 44, ABOUT 5.45 MI (8.77 KM) SOUTH-SOUTHEAST OF
 AA7454'GLEN ALLEN AND ABOUT 13.45 MI (21.65 KM) NORTHEAST OF FAYETTE. TO
 AA7454'REACH THE STATION FROM THE JUNCTION OF ALA 13 AND ALA 102 (MILE POST
 AA7454'245.30 ON ALA 13 AND MILE POST 9.35 ON ALA 102) AT FOWLERS CROSS
 AA7454'ROADS, DRIVE NORTH ON ALA 13 FOR 2.35 MI (3.78 KM) TO MILE POST 247.65
 AA7454'AND FAYETTE COUNTY ROAD NO. 44 LEFT AND RIGHT, TURN LEFT ON FAYETTE
 AA7454'COUNTY ROAD NO. 44 AND DRIVE WEST FOR 2.65 MI (4.26 KM) TO THE STATION
 AA7454'ON THE RIGHT. THE STATION IS 21.0 FT (6.4 M) WEST OF THE NORTHWEST
 AA7454'CORNER OF A CONCRETE DROP INLET, 34.4 FT (10.5 M) NORTH-NORTHWEST OF
 AA7454'THE CENTERLINE OF FAYETTE COUNTY ROAD NO. 44, 60.4 FT (18.4 M)
 AA7454'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A BRICK COLUMN SOUTHWEST OF
 AA7454'A CONCRETE DRIVEWAY ACROSS THE ROAD, 69.0 FT (21.0 M) NORTHWEST OF THE
 AA7454'NORTHWEST CORNER OF A BRICK COLUMN NORTHEAST OF A CONCRETE DRIVEWAY
 AA7454'ACROSS THE ROAD, AND SET FLUSH WITH THE GROUND. STATION 29-13 1994 MAY
 AA7454'BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7455 ***********************************************************************
 AA7455  DESIGNATION -  29 15
 AA7455  PID         -  AA7455
 AA7455  STATE/COUNTY-  AL/FAYETTE
 AA7455  USGS QUAD   -  BANKSTON (1983)
 AA7455
 AA7455                         *CURRENT SURVEY CONTROL
 AA7455  ___________________________________________________________________
 AA7455* NAD 83(1992)-  33 43 16.30931(N)    087 38 49.87647(W)     ADJUSTED  
 AA7455* NAVD 88     -       152.0    (meters)     499.     (feet)  VERTCON   
 AA7455  ___________________________________________________________________
 AA7455  X           -     218,014.558 (meters)                     COMP
 AA7455  Y           -  -5,306,115.186 (meters)                     COMP
 AA7455  Z           -   3,520,835.734 (meters)                     COMP
 AA7455  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AA7455  ELLIP HEIGHT-         124.21  (meters)          (07/29/02) GPS OBS
 AA7455  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AA7455
 AA7455  HORZ ORDER  -  FIRST
 AA7455  ELLP ORDER  -  FOURTH    CLASS I
 AA7455
 AA7455.The horizontal coordinates were established by GPS observations
 AA7455.and adjusted by the National Geodetic Survey in August 1995..
 AA7455
 AA7455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7455
 AA7455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7455
 AA7455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7455
 AA7455.The ellipsoidal height was determined by GPS observations
 AA7455.and is referenced to NAD 83.
 AA7455
 AA7455.The geoid height was determined by GEOID03.
 AA7455
 AA7455;                    North         East     Units Scale Factor Converg.
 AA7455;SPC AL W     -   412,605.474   586,358.717   MT  0.99993563   -0 04 54.2
 AA7455;UTM  16      - 3,731,431.564   440,038.556   MT  0.99964432   -0 21 33.5
 AA7455
 AA7455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7455!SPC AL W     -   0.99998050  x   0.99993563  =   0.99991613
 AA7455!UTM  16      -   0.99998050  x   0.99964432  =   0.99962483
 AA7455
 AA7455:                Primary Azimuth Mark                     Grid Az
 AA7455:SPC AL W     -  29 16                                    349 09 37.1
 AA7455:UTM  16      -  29 16                                    349 26 16.4
 AA7455
 AA7455|---------------------------------------------------------------------|
 AA7455| PID    Reference Object                     Distance      Geod. Az  |
 AA7455|                                                           dddmmss.s |
 AA7455| AA7456 29 16                               449.368 METERS 3490442.9 |
 AA7455|---------------------------------------------------------------------|
 AA7455
 AA7455                          SUPERSEDED SURVEY CONTROL
 AA7455
 AA7455  ELLIP H (08/28/95)  124.25   (m)                       GP(       ) 4 1
 AA7455  NGVD 29 (08/28/95)  152.0    (m)          499.     (f) GPS OBS        
 AA7455
 AA7455.Superseded values are not recommended for survey control.
 AA7455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7455.See file dsdata.txt to determine how the superseded data were derived.
 AA7455
 AA7455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4003931432(NAD 83)
 AA7455_MARKER: DD = SURVEY DISK
 AA7455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7455_STAMPING: 29-15 1994
 AA7455_MARK LOGO: ALHD  
 AA7455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7455+STABILITY: SURFACE MOTION
 AA7455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7455+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7455
 AA7455  HISTORY     - Date     Condition        Report By
 AA7455  HISTORY     - 1994     MONUMENTED       ALHD
 AA7455
 AA7455                          STATION DESCRIPTION
 AA7455
 AA7455'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7455'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7455'ALA 13, ABOUT 4.95 MI (7.97 KM) NORTH-NORTHWEST OF BERRY AND ABOUT
 AA7455'10.70 MI (17.22 KM) EAST-NORTHEAST OF FAYETTE. TO REACH THE STATION
 AA7455'FROM THE JUNCTION OF ALA 13 AND ALA 102 (MILE POST 245.30 ON ALA 13
 AA7455'AND MILE POST 9.35 ON ALA 102) AT FOWLERS CROSS ROADS, DRIVE SOUTH ON
 AA7455'ALA 13 FOR 5.70 MI (9.17 KM) TO MILE POST 239.60 AND THE STATION ON
 AA7455'THE LEFT. THE STATION IS 47.4 FT (14.4 M) EAST-NORTHEAST OF THE
 AA7455'CENTERLINE OF ALA 13, 64.9 FT (19.8 M) NORTH-NORTHWEST OF CABLE POLE
 AA7455'NO. 300 71, 2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA7455'FLUSH WITH THE GROUND. STATION 29-16 1994 MAY BE USED AS AN AZIMUTH
 AA7455'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7456 ***********************************************************************
 AA7456  DESIGNATION -  29 16
 AA7456  PID         -  AA7456
 AA7456  STATE/COUNTY-  AL/FAYETTE
 AA7456  USGS QUAD   -  BANKSTON (1983)
 AA7456
 AA7456                         *CURRENT SURVEY CONTROL
 AA7456  ___________________________________________________________________
 AA7456* NAD 83(1992)-  33 43 30.63008(N)    087 38 53.18348(W)     ADJUSTED  
 AA7456* NAVD 88     -       158.3    (meters)     519.     (feet)  VERTCON   
 AA7456  ___________________________________________________________________
 AA7456  X           -     217,919.649 (meters)                     COMP
 AA7456  Y           -  -5,305,879.173 (meters)                     COMP
 AA7456  Z           -   3,521,206.233 (meters)                     COMP
 AA7456  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AA7456  ELLIP HEIGHT-         130.53  (meters)          (07/29/02) GPS OBS
 AA7456  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AA7456
 AA7456  HORZ ORDER  -  FIRST
 AA7456  ELLP ORDER  -  FOURTH    CLASS I
 AA7456
 AA7456.The horizontal coordinates were established by GPS observations
 AA7456.and adjusted by the National Geodetic Survey in August 1995..
 AA7456
 AA7456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7456
 AA7456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7456
 AA7456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7456
 AA7456.The ellipsoidal height was determined by GPS observations
 AA7456.and is referenced to NAD 83.
 AA7456
 AA7456.The geoid height was determined by GEOID03.
 AA7456
 AA7456;                    North         East     Units Scale Factor Converg.
 AA7456;SPC AL W     -   413,046.795   586,274.213   MT  0.99993566   -0 04 56.0
 AA7456;UTM  16      - 3,731,873.161   439,956.216   MT  0.99964444   -0 21 35.4
 AA7456
 AA7456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7456!SPC AL W     -   0.99997951  x   0.99993566  =   0.99991517
 AA7456!UTM  16      -   0.99997951  x   0.99964444  =   0.99962396
 AA7456
 AA7456:                Primary Azimuth Mark                     Grid Az
 AA7456:SPC AL W     -  29 15                                    169 09 37.1
 AA7456:UTM  16      -  29 15                                    169 26 16.5
 AA7456
 AA7456|---------------------------------------------------------------------|
 AA7456| PID    Reference Object                     Distance      Geod. Az  |
 AA7456|                                                           dddmmss.s |
 AA7456| AA7455 29 15                               449.368 METERS 1690441.1 |
 AA7456|---------------------------------------------------------------------|
 AA7456
 AA7456                          SUPERSEDED SURVEY CONTROL
 AA7456
 AA7456  ELLIP H (08/28/95)  130.57   (m)                       GP(       ) 4 1
 AA7456  NGVD 29 (08/28/95)  158.3    (m)          519.     (f) GPS OBS        
 AA7456
 AA7456.Superseded values are not recommended for survey control.
 AA7456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7456.See file dsdata.txt to determine how the superseded data were derived.
 AA7456
 AA7456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3995631873(NAD 83)
 AA7456_MARKER: DD = SURVEY DISK
 AA7456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7456_STAMPING: 29-16 1994
 AA7456_MARK LOGO: ALHD  
 AA7456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7456+STABILITY: SURFACE MOTION
 AA7456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7456+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7456
 AA7456  HISTORY     - Date     Condition        Report By
 AA7456  HISTORY     - 1994     MONUMENTED       ALHD
 AA7456
 AA7456                          STATION DESCRIPTION
 AA7456
 AA7456'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7456'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7456'ALA 13, ABOUT 5.25 MI (8.45 KM) NORTH-NORTHWEST OF BERRY AND ABOUT
 AA7456'10.70 MI (17.22 KM) EAST-NORTHEAST OF FAYETTE. TO REACH THE STATION
 AA7456'FROM THE JUNCTION OF ALA 13 AND ALA 102 (MILE POST 245.30 ON ALA 13
 AA7456'AND MILE POST 9.35 ON ALA 102) AT FOWLERS CROSS ROADS, DRIVE SOUTH ON
 AA7456'ALA 13 FOR 5.40 MI (8.69 KM) TO MILE POST 239.90 AND THE STATION ON
 AA7456'THE RIGHT. THE STATION IS 44.0 FT (13.4 M) WEST-SOUTHWEST OF THE
 AA7456'CENTERLINE OF ALA 13, 88.1 FT (26.9 M) SOUTHWEST OF A FAYETTE COUNTY
 AA7456'93 DIRECTIONAL SIGN ACROSS THE ROAD, 209.0 FT (63.7 M) SOUTH-SOUTHEAST
 AA7456'OF THE CENTER OF FAYETTE COUNTY ROAD NO. 93, 2.1 FT (0.6 M) EAST OF A
 AA7456'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 29-15
 AA7456'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7457 ***********************************************************************
 AA7457  DESIGNATION -  29 17
 AA7457  PID         -  AA7457
 AA7457  STATE/COUNTY-  AL/FAYETTE
 AA7457  USGS QUAD   -  BANKSTON (1983)
 AA7457
 AA7457                         *CURRENT SURVEY CONTROL
 AA7457  ___________________________________________________________________
 AA7457* NAD 83(1992)-  33 38 41.70936(N)    087 39 53.78237(W)     ADJUSTED  
 AA7457* NAVD 88     -       127.5    (meters)     418.     (feet)  VERTCON   
 AA7457  ___________________________________________________________________
 AA7457  X           -     216,560.925 (meters)                     COMP
 AA7457  Y           -  -5,310,850.352 (meters)                     COMP
 AA7457  Z           -   3,513,781.836 (meters)                     COMP
 AA7457  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA7457  ELLIP HEIGHT-          99.58  (meters)          (07/29/02) GPS OBS
 AA7457  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA7457
 AA7457  HORZ ORDER  -  FIRST
 AA7457  ELLP ORDER  -  FOURTH    CLASS I
 AA7457
 AA7457.The horizontal coordinates were established by GPS observations
 AA7457.and adjusted by the National Geodetic Survey in August 1995..
 AA7457
 AA7457.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7457
 AA7457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7457
 AA7457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7457
 AA7457.The ellipsoidal height was determined by GPS observations
 AA7457.and is referenced to NAD 83.
 AA7457
 AA7457.The geoid height was determined by GEOID03.
 AA7457
 AA7457;                    North         East     Units Scale Factor Converg.
 AA7457;SPC AL W     -   404,148.036   584,699.997   MT  0.99993622   -0 05 29.0
 AA7457;UTM  16      - 3,722,984.707   438,339.416   MT  0.99964687   -0 22 06.3
 AA7457
 AA7457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7457!SPC AL W     -   0.99998437  x   0.99993622  =   0.99992059
 AA7457!UTM  16      -   0.99998437  x   0.99964687  =   0.99963124
 AA7457
 AA7457:                Primary Azimuth Mark                     Grid Az
 AA7457:SPC AL W     -  29 18                                    000 46 20.1
 AA7457:UTM  16      -  29 18                                    001 02 57.4
 AA7457
 AA7457|---------------------------------------------------------------------|
 AA7457| PID    Reference Object                     Distance      Geod. Az  |
 AA7457|                                                           dddmmss.s |
 AA7457| AA7458 29 18                               471.570 METERS 0004051.1 |
 AA7457|---------------------------------------------------------------------|
 AA7457
 AA7457                          SUPERSEDED SURVEY CONTROL
 AA7457
 AA7457  ELLIP H (08/28/95)   99.62   (m)                       GP(       ) 4 1
 AA7457  NGVD 29 (08/28/95)  127.5    (m)          418.     (f) GPS OBS        
 AA7457
 AA7457.Superseded values are not recommended for survey control.
 AA7457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7457.See file dsdata.txt to determine how the superseded data were derived.
 AA7457
 AA7457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3833922985(NAD 83)
 AA7457_MARKER: DD = SURVEY DISK
 AA7457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7457_STAMPING: 29-17 1994
 AA7457_MARK LOGO: ALHD  
 AA7457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7457+STABILITY: SURFACE MOTION
 AA7457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7457+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7457
 AA7457  HISTORY     - Date     Condition        Report By
 AA7457  HISTORY     - 1994     MONUMENTED       ALHD
 AA7457
 AA7457                          STATION DESCRIPTION
 AA7457
 AA7457'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7457'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7457'U.S. 43 AND ALA 18, ABOUT 3.80 MI (6.12 KM) WEST-SOUTHWEST OF BERRY
 AA7457'AND ABOUT 9.80 MI (15.77 KM) EAST-SOUTHEAST OF FAYETTE. TO REACH THE
 AA7457'STATION FROM THE JUNCTION OF U.S. 43, ALA 13, AND ALA 18 (MILE POST
 AA7457'43.95 ON ALA 18 AND MILE POST 233.35 ON U.S. 43 AND ALA 13)ABOUT 4.2
 AA7457'MI (6.8 KM) SOUTHWEST OF BERRY, DRIVE NORTHWEST AND NORTH ON U.S. 43
 AA7457'AND ALA 18 FOR 0.90 MI (1.45 KM) TO MILE POST 43.05 AND THE STATION ON
 AA7457'THE RIGHT. THE STATION IS 38.9 FT (11.9 M) EAST OF THE CENTERLINE OF
 AA7457'U.S. 43 AND ALA 18, 71.3 FT (21.7 M) EAST OF A BARRIER LINE MARKER
 AA7457'SIGN ACROSS THE ROAD, 76.2 FT (23.2 M) NORTH OF A POWER SERVICE POLE,
 AA7457'82.2 FT (25.1 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 123 8, 114.3 FT
 AA7457'(34.8 M) SOUTHEAST OF MILE POST 43 ACROSS THE ROAD, 144.3 FT (44.0 M)
 AA7457'SOUTH OF THE CENTERLINE OF A PAVED COUNTY ROAD LEADING EAST, 1.9 FT
 AA7457'(0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7457'GROUND. STATION 29-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7458 ***********************************************************************
 AA7458  DESIGNATION -  29 18
 AA7458  PID         -  AA7458
 AA7458  STATE/COUNTY-  AL/FAYETTE
 AA7458  USGS QUAD   -  BANKSTON (1983)
 AA7458
 AA7458                         *CURRENT SURVEY CONTROL
 AA7458  ___________________________________________________________________
 AA7458* NAD 83(1992)-  33 38 57.01402(N)    087 39 53.56490(W)     ADJUSTED  
 AA7458* NAVD 88     -       125.1    (meters)     410.     (feet)  VERTCON   
 AA7458  ___________________________________________________________________
 AA7458  X           -     216,555.798 (meters)                     COMP
 AA7458  Y           -  -5,310,587.082 (meters)                     COMP
 AA7458  Z           -   3,514,173.056 (meters)                     COMP
 AA7458  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AA7458  ELLIP HEIGHT-          97.19  (meters)          (07/29/02) GPS OBS
 AA7458  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AA7458
 AA7458  HORZ ORDER  -  FIRST
 AA7458  ELLP ORDER  -  FOURTH    CLASS I
 AA7458
 AA7458.The horizontal coordinates were established by GPS observations
 AA7458.and adjusted by the National Geodetic Survey in August 1995..
 AA7458
 AA7458.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7458
 AA7458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7458
 AA7458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7458
 AA7458.The ellipsoidal height was determined by GPS observations
 AA7458.and is referenced to NAD 83.
 AA7458
 AA7458.The geoid height was determined by GEOID03.
 AA7458
 AA7458;                    North         East     Units Scale Factor Converg.
 AA7458;SPC AL W     -   404,619.533   584,706.353   MT  0.99993622   -0 05 28.9
 AA7458;UTM  16      - 3,723,456.032   438,348.049   MT  0.99964686   -0 22 06.3
 AA7458
 AA7458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7458!SPC AL W     -   0.99998474  x   0.99993622  =   0.99992096
 AA7458!UTM  16      -   0.99998474  x   0.99964686  =   0.99963161
 AA7458
 AA7458:                Primary Azimuth Mark                     Grid Az
 AA7458:SPC AL W     -  29 17                                    180 46 20.1
 AA7458:UTM  16      -  29 17                                    181 02 57.5
 AA7458
 AA7458|---------------------------------------------------------------------|
 AA7458| PID    Reference Object                     Distance      Geod. Az  |
 AA7458|                                                           dddmmss.s |
 AA7458| AA7457 29 17                               471.570 METERS 1804051.2 |
 AA7458|---------------------------------------------------------------------|
 AA7458
 AA7458                          SUPERSEDED SURVEY CONTROL
 AA7458
 AA7458  ELLIP H (08/28/95)   97.23   (m)                       GP(       ) 4 1
 AA7458  NGVD 29 (08/28/95)  125.1    (m)          410.     (f) GPS OBS        
 AA7458
 AA7458.Superseded values are not recommended for survey control.
 AA7458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7458.See file dsdata.txt to determine how the superseded data were derived.
 AA7458
 AA7458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3834823456(NAD 83)
 AA7458_MARKER: DD = SURVEY DISK
 AA7458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7458_STAMPING: 29-18 1994
 AA7458_MARK LOGO: ALHD  
 AA7458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7458+STABILITY: SURFACE MOTION
 AA7458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7458+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7458
 AA7458  HISTORY     - Date     Condition        Report By
 AA7458  HISTORY     - 1994     MONUMENTED       ALHD
 AA7458
 AA7458                          STATION DESCRIPTION
 AA7458
 AA7458'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7458'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7458'U.S. 43 AND ALA 18, ABOUT 3.80 MI (6.12 KM) WEST-SOUTHWEST OF BERRY
 AA7458'AND ABOUT 9.65 MI (15.53 KM) EAST-SOUTHEAST OF FAYETTE. TO REACH THE
 AA7458'STATION FROM THE JUNCTION OF U.S. 43, ALA 13, AND ALA 18 (MILE POST
 AA7458'43.95 ON ALA 18 AND MILE POST 233.35 ON U.S. 43 AND ALA 13)ABOUT 4.2
 AA7458'MI (6.8 KM) SOUTHWEST OF BERRY, DRIVE NORTHWEST AND NORTH ON U.S. 43
 AA7458'AND ALA 18 FOR 1.20 MI (1.93 KM) TO MILE POST 42.75 AND THE STATION ON
 AA7458'THE LEFT. THE STATION IS LOCATED ACROSS U.S. 43 AND ALA 18 FROM A
 AA7458'BEIGE AND WHITE MOBLE HOME, 32.8 FT (10.0 M) WEST OF THE CENTERLINE OF
 AA7458'U.S. 43 AND ALA 18, 89.0 FT (27.1 M) SOUTHWEST OF THE SOUTHWEST CORNER
 AA7458'OF A CONCRETE BLOCK STORM CELLAR ACROSS THE ROAD, 221.0 FT (67.4 M)
 AA7458'NORTH OF JUNCTION POWER POLE NO. X 3735 75, 2.5 FT (0.8 M) EAST OF A
 AA7458'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 29-17
 AA7458'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7459 ***********************************************************************
 AA7459  DESIGNATION -  29 19
 AA7459  PID         -  AA7459
 AA7459  STATE/COUNTY-  AL/FAYETTE
 AA7459  USGS QUAD   -  NEW LEXINGTON (1981)
 AA7459
 AA7459                         *CURRENT SURVEY CONTROL
 AA7459  ___________________________________________________________________
 AA7459* NAD 83(1992)-  33 33 33.15239(N)    087 40 42.51754(W)     ADJUSTED  
 AA7459* NAVD 88     -       128.8    (meters)     423.     (feet)  GPS OBS   
 AA7459  ___________________________________________________________________
 AA7459  X           -     215,519.252 (meters)                     COMP
 AA7459  Y           -  -5,316,159.161 (meters)                     COMP
 AA7459  Z           -   3,505,864.261 (meters)                     COMP
 AA7459  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AA7459  ELLIP HEIGHT-         100.64  (meters)          (08/29/05) GPS OBS
 AA7459  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AA7459
 AA7459  HORZ ORDER  -  A
 AA7459  ELLP ORDER  -  FOURTH    CLASS I
 AA7459
 AA7459.The horizontal coordinates were established by GPS observations
 AA7459.and adjusted by the National Geodetic Survey in August 2005..
 AA7459
 AA7459.The orthometric height was determined by GPS observations and a
 AA7459.high-resolution geoid model.
 AA7459
 AA7459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7459
 AA7459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7459
 AA7459.The ellipsoidal height was determined by GPS observations
 AA7459.and is referenced to NAD 83.
 AA7459
 AA7459.The geoid height was determined by GEOID03.
 AA7459
 AA7459;                    North         East     Units Scale Factor Converg.
 AA7459;SPC AL W     -   394,644.163   583,427.848   MT  0.99993672   -0 05 55.2
 AA7459;UTM  16      - 3,713,489.831   437,021.762   MT  0.99964890   -0 22 30.3
 AA7459
 AA7459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7459!SPC AL W     -   0.99998420  x   0.99993672  =   0.99992092
 AA7459!UTM  16      -   0.99998420  x   0.99964890  =   0.99963311
 AA7459
 AA7459|---------------------------------------------------------------------|
 AA7459| PID    Reference Object                     Distance      Geod. Az  |
 AA7459|                                                           dddmmss.s |
 AA7459| AA7460 29 20                               347.477 METERS 32412     |
 AA7459|---------------------------------------------------------------------|
 AA7459
 AA7459                          SUPERSEDED SURVEY CONTROL
 AA7459
 AA7459  ELLIP H (07/29/02)  100.57   (m)                       GP(       ) 4 1
 AA7459  NAD 83(1992)-  33 33 33.15266(N)    087 40 42.51599(W) AD(       ) 1
 AA7459  ELLIP H (08/28/95)  100.61   (m)                       GP(       ) 4 1
 AA7459  NGVD 29 (08/28/95)  128.7    (m)          422.     (f) GPS OBS        
 AA7459
 AA7459.Superseded values are not recommended for survey control.
 AA7459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7459.See file dsdata.txt to determine how the superseded data were derived.
 AA7459
 AA7459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3702213490(NAD 83)
 AA7459_MARKER: DD = SURVEY DISK
 AA7459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7459_STAMPING: 29-19 1994
 AA7459_MARK LOGO: ALHD  
 AA7459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7459+STABILITY: SURFACE MOTION
 AA7459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7459+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA7459
 AA7459  HISTORY     - Date     Condition        Report By
 AA7459  HISTORY     - 1994     MONUMENTED       ALHD
 AA7459  HISTORY     - 20040401 GOOD             ALHD
 AA7459  HISTORY     - 20040624 GOOD             LOCSUR
 AA7459
 AA7459                          STATION DESCRIPTION
 AA7459
 AA7459'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7459'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE WEST RIGHT OF WAY OF A
 AA7459'FAYETTE COUNTY GRAVEL ROAD, ABOUT 8.30 MI (13.36 KM) SOUTHWEST OF
 AA7459'BERRY AND ABOUT 12.20 MI (19.63 KM) SOUTHEAST OF FAYETTE. TO REACH THE
 AA7459'STATION FROM THE JUNCTION OF U.S. 43, ALA 13, AND ALA 18 (MILE POST
 AA7459'233.35 ON U.S. 43 AND ALA 13 AND MILE POST 43.95 ON ALA 18)ABOUT 4.2
 AA7459'MI (6.8 KM) SOUTHWEST OF BERRY, DRIVE SOUTH ON U.S. 43 AND ALA 13 FOR
 AA7459'5.00 MI (8.05 KM) TO MILE POST 228.40 AND TUSCALOOSA COUNTY ROAD NO.
 AA7459'55 LEFT AND RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 55 AND
 AA7459'DRIVE NORTHWEST AND WEST FOR 0.60 MI (0.97 KM) TO THE END OF PAVEMENT
 AA7459'AND A Y-INTERSECTION, BEAR LEFT ON A GRAVEL ROAD AND DRIVE WEST FOR
 AA7459'0.80 MI (1.29 KM) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE
 AA7459'GRAVEL ROAD AND DRIVE SOUTH FOR 0.20 MI (0.32 KM) TO THE STATION ON
 AA7459'THE RIGHT. THE STATION IS 2.5 FT (0.8 M) EAST OF A THREE STRAND BARBED
 AA7459'WIRE FENCE ON YELLOW TOP, GREEN STEEL POSTS, 19.0 FT (5.8 M) WEST OF
 AA7459'THE CENTER OF A GRAVEL ROAD, 39.6 FT (12.1 M) NORTH OF A FENCE
 AA7459'JUNCTION, 91.5 FT (27.9 M) SOUTH OF A CEDAR POST IN THE FENCE LINE,
 AA7459'123.7 FT (37.7 M) SOUTH-SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 2.3
 AA7459'FT (0.7 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7459'GROUND. STATION 29-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7459
 AA7459                          STATION RECOVERY (2004)
 AA7459
 AA7459'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7459'RECOVERED IN GOOD CONDITION.
 AA7459
 AA7459                          STATION RECOVERY (2004)
 AA7459
 AA7459'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (TK)
 AA7459'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2831 ***********************************************************************
 DH2831  DESIGNATION -  29 2
 DH2831  PID         -  DH2831
 DH2831  STATE/COUNTY-  AL/FAYETTE
 DH2831  USGS QUAD   -  WINFIELD SE (1967)
 DH2831
 DH2831                         *CURRENT SURVEY CONTROL
 DH2831  ___________________________________________________________________
 DH2831* NAD 83(1992)-  33 45 49.50506(N)    087 45 29.72903(W)     ADJUSTED  
 DH2831* NAVD 88     -       109.8    (meters)     360.     (feet)  VERTCON   
 DH2831  ___________________________________________________________________
 DH2831  X           -     207,624.112 (meters)                     COMP
 DH2831  Y           -  -5,303,872.975 (meters)                     COMP
 DH2831  Z           -   3,524,737.284 (meters)                     COMP
 DH2831  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DH2831  ELLIP HEIGHT-          82.04  (meters)          (07/29/02) GPS OBS
 DH2831  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 DH2831
 DH2831  HORZ ORDER  -  FIRST
 DH2831  ELLP ORDER  -  FOURTH    CLASS I
 DH2831
 DH2831.The horizontal coordinates were established by GPS observations
 DH2831.and adjusted by the National Geodetic Survey in December 1992..
 DH2831
 DH2831.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2831
 DH2831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2831
 DH2831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2831
 DH2831.The ellipsoidal height was determined by GPS observations
 DH2831.and is referenced to NAD 83.
 DH2831
 DH2831.The geoid height was determined by GEOID03.
 DH2831
 DH2831;                    North         East     Units Scale Factor Converg.
 DH2831;SPC AL W     -   417,345.433   576,076.600   MT  0.99994039   -0 08 36.7
 DH2831;UTM  16      - 3,736,219.943   429,782.466   MT  0.99966078   -0 25 17.2
 DH2831
 DH2831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2831!SPC AL W     -   0.99998712  x   0.99994039  =   0.99992751
 DH2831!UTM  16      -   0.99998712  x   0.99966078  =   0.99964791
 DH2831
 DH2831                          SUPERSEDED SURVEY CONTROL
 DH2831
 DH2831  ELLIP H (12/04/92)   82.06   (m)                       GP(       ) 4 1
 DH2831  NAD 83(1986)-  33 45 49.51201(N)    087 45 29.72696(W) AD(       ) 1
 DH2831  NGVD 29 (12/04/92)  109.8    (m)          360.     (f) GPS OBS        
 DH2831
 DH2831.Superseded values are not recommended for survey control.
 DH2831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2831.See file dsdata.txt to determine how the superseded data were derived.
 DH2831
 DH2831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2978236220(NAD 83)
 DH2831_MARKER: DD = SURVEY DISK
 DH2831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2831_SP_SET: CONCRETE POST
 DH2831_STAMPING: 29-2 1991
 DH2831_MARK LOGO: ALHD  
 DH2831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2831+STABILITY: SURFACE MOTION
 DH2831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2831+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1992
 DH2831
 DH2831  HISTORY     - Date     Condition        Report By
 DH2831  HISTORY     - 1991     MONUMENTED       ALHD
 DH2831  HISTORY     - 19920228 GOOD
 DH2831
 DH2831                          STATION DESCRIPTION
 DH2831
 DH2831'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2831'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE SOUTH RIGHT OF WAY OF
 DH2831'ALA 102, ABOUT 6.80 MI (10.94 KM) NORTHEAST OF FAYETTE AND ABOUT
 DH2831'11.55 MI (18.59 KM) NORTHWEST OF BERRY.
 DH2831'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, ALA 171, AND ALA
 DH2831'102 (MILE POST 0 ON ALA 102 AND MILE POST 41.75 ON U.S. 43 AND ALA
 DH2831'171), ABOUT 5.9 MI (9.5 KM) NORTH OF FAYETTE, DRIVE EAST ON ALA 102
 DH2831'FOR 2.25 MI (3.62 KM) TO MILE POST 2.25 AND THE STATION ON THE RIGHT.
 DH2831'THE STATION IS 3.8 FT (1.2 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 4
 DH2831'160, 67.5 FT (20.6 M) SOUTH-SOUTHEAST OF A JUNC. FAYETTE CO. 53 SIGN,
 DH2831'86.9 FT (26.5 M) SOUTH OF THE CENTER LINE OF ALA 102, 2.7 FT (0.8 M)
 DH2831'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2831'STATION 29-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2831
 DH2831                          STATION RECOVERY (1992)
 DH2831
 DH2831'RECOVERED 1992
 DH2831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7460 ***********************************************************************
 AA7460  DESIGNATION -  29 20
 AA7460  PID         -  AA7460
 AA7460  STATE/COUNTY-  AL/FAYETTE
 AA7460  USGS QUAD   -  NEW LEXINGTON (1981)
 AA7460
 AA7460                         *CURRENT SURVEY CONTROL
 AA7460  ___________________________________________________________________
 AA7460* NAD 83(1992)-  33 33 42.29955(N)    087 40 50.39799(W)     ADJUSTED  
 AA7460* NAVD 88     -       133.6    (meters)     438.     (feet)  VERTCON   
 AA7460  ___________________________________________________________________
 AA7460  X           -     215,310.002 (meters)                     COMP
 AA7460  Y           -  -5,316,015.718 (meters)                     COMP
 AA7460  Z           -   3,506,101.760 (meters)                     COMP
 AA7460  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AA7460  ELLIP HEIGHT-         105.44  (meters)          (07/29/02) GPS OBS
 AA7460  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AA7460
 AA7460  HORZ ORDER  -  FIRST
 AA7460  ELLP ORDER  -  FOURTH    CLASS I
 AA7460
 AA7460.The horizontal coordinates were established by GPS observations
 AA7460.and adjusted by the National Geodetic Survey in August 1995..
 AA7460
 AA7460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7460
 AA7460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7460
 AA7460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7460
 AA7460.The ellipsoidal height was determined by GPS observations
 AA7460.and is referenced to NAD 83.
 AA7460
 AA7460.The geoid height was determined by GEOID03.
 AA7460
 AA7460;                    North         East     Units Scale Factor Converg.
 AA7460;SPC AL W     -   394,926.318   583,225.083   MT  0.99993680   -0 05 59.6
 AA7460;UTM  16      - 3,713,772.878   436,820.417   MT  0.99964921   -0 22 34.7
 AA7460
 AA7460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7460!SPC AL W     -   0.99998345  x   0.99993680  =   0.99992025
 AA7460!UTM  16      -   0.99998345  x   0.99964921  =   0.99963266
 AA7460
 AA7460|---------------------------------------------------------------------|
 AA7460| PID    Reference Object                     Distance      Geod. Az  |
 AA7460|                                                           dddmmss.s |
 AA7460| AA7459 29 19                               347.477 METERS 14412     |
 AA7460|---------------------------------------------------------------------|
 AA7460
 AA7460                          SUPERSEDED SURVEY CONTROL
 AA7460
 AA7460  ELLIP H (08/28/95)  105.49   (m)                       GP(       ) 4 1
 AA7460  NGVD 29 (08/28/95)  133.6    (m)          438.     (f) GPS OBS        
 AA7460
 AA7460.Superseded values are not recommended for survey control.
 AA7460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7460.See file dsdata.txt to determine how the superseded data were derived.
 AA7460
 AA7460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3682013773(NAD 83)
 AA7460_MARKER: DD = SURVEY DISK
 AA7460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7460_STAMPING: 29-20 1994
 AA7460_MARK LOGO: ALHD  
 AA7460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7460+STABILITY: SURFACE MOTION
 AA7460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7460+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 AA7460
 AA7460  HISTORY     - Date     Condition        Report By
 AA7460  HISTORY     - 1994     MONUMENTED       ALHD
 AA7460  HISTORY     - 20040401 GOOD             ALHD
 AA7460
 AA7460                          STATION DESCRIPTION
 AA7460
 AA7460'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7460'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7460'A FAYETTE COUNTY GRAVEL ROAD, ABOUT 8.10 MI (13.04 KM) SOUTHWEST OF
 AA7460'BERRY AND ABOUT 11.90 MI (19.15 KM) SOUTHEAST OF FAYETTE. TO REACH THE
 AA7460'STATION FROM THE JUNCTION OF U.S. 43, ALA 13, AND ALA 18 (MILE POST
 AA7460'233.35 ON U.S. 43 AND ALA 13 AND MILE POST 43.95 ON ALA 18)ABOUT 4.2
 AA7460'MI (6.8 KM) SOUTHWEST OF BERRY, DRIVE SOUTH ON U.S. 43 AND ALA 13 FOR
 AA7460'5.00 MI (8.05 KM) TO MILE POST 228.40 AND TUSCALOOSA COUNTY ROAD NO.
 AA7460'55 LEFT AND RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 55 AND
 AA7460'DRIVE NORTHWEST AND WEST FOR 0.60 MI (0.97 KM) TO THE END OF PAVEMENT
 AA7460'AND A Y-INTERSECTION, BEAR LEFT ON A GRAVEL ROAD AND DRIVE WEST FOR
 AA7460'0.90 MI (1.45 KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED
 AA7460'ON TOP OF A 4 FT (1.2 M) BACKSLOPE, 17.5 FT (5.3 M) NORTH OF THE
 AA7460'CENTER OF A GRAVEL ROAD, 49.3 FT (15.0 M) NORTHEAST OF A WOOD POST IN
 AA7460'THE FENCE LINE ACROSS THE ROAD, 95.6 FT (29.1 M) WEST-NORTHWEST OF A
 AA7460'WOOD POST IN THE FENCE LINE ACROSS THE ROAD, 142.2 FT (43.3 M) EAST OF
 AA7460'A FENCE JUNCTION ACROSS THE ROAD, 2.0 FT (0.6 M) SOUTH OF A CARSONITE
 AA7460'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 29-19 1994 MAY BE
 AA7460'USED AS AN AZIMUTH FOR THIS STATION.
 AA7460
 AA7460                          STATION RECOVERY (2004)
 AA7460
 AA7460'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7461 ***********************************************************************
 AA7461  DESIGNATION -  29 21
 AA7461  PID         -  AA7461
 AA7461  STATE/COUNTY-  AL/FAYETTE
 AA7461  USGS QUAD   -  NEWTONVILLE (1967)
 AA7461
 AA7461                         *CURRENT SURVEY CONTROL
 AA7461  ___________________________________________________________________
 AA7461* NAD 83(1992)-  33 32 28.09483(N)    087 48 04.62151(W)     ADJUSTED  
 AA7461* NAVD 88     -        96.3    (meters)     316.     (feet)  VERTCON   
 AA7461  ___________________________________________________________________
 AA7461  X           -     204,165.672 (meters)                     COMP
 AA7461  Y           -  -5,317,688.725 (meters)                     COMP
 AA7461  Z           -   3,504,175.773 (meters)                     COMP
 AA7461  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA7461  ELLIP HEIGHT-          68.07  (meters)          (07/29/02) GPS OBS
 AA7461  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AA7461
 AA7461  HORZ ORDER  -  FIRST
 AA7461  ELLP ORDER  -  FOURTH    CLASS I
 AA7461
 AA7461.The horizontal coordinates were established by GPS observations
 AA7461.and adjusted by the National Geodetic Survey in August 1995..
 AA7461
 AA7461.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7461
 AA7461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7461
 AA7461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7461
 AA7461.The ellipsoidal height was determined by GPS observations
 AA7461.and is referenced to NAD 83.
 AA7461
 AA7461.The geoid height was determined by GEOID03.
 AA7461
 AA7461;                    North         East     Units Scale Factor Converg.
 AA7461;SPC AL W     -   392,666.285   572,019.012   MT  0.99994298   -0 09 59.3
 AA7461;UTM  16      - 3,711,567.543   425,606.730   MT  0.99966823   -0 26 33.9
 AA7461
 AA7461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7461!SPC AL W     -   0.99998931  x   0.99994298  =   0.99993229
 AA7461!UTM  16      -   0.99998931  x   0.99966823  =   0.99965755
 AA7461
 AA7461                          SUPERSEDED SURVEY CONTROL
 AA7461
 AA7461  ELLIP H (08/28/95)   68.11   (m)                       GP(       ) 4 1
 AA7461  NGVD 29 (08/28/95)   96.2    (m)          316.     (f) GPS OBS        
 AA7461
 AA7461.Superseded values are not recommended for survey control.
 AA7461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7461.See file dsdata.txt to determine how the superseded data were derived.
 AA7461
 AA7461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2560711568(NAD 83)
 AA7461_MARKER: DD = SURVEY DISK
 AA7461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7461_STAMPING: 29-21 1994
 AA7461_MARK LOGO: ALHD  
 AA7461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7461+STABILITY: SURFACE MOTION
 AA7461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7461+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7461
 AA7461  HISTORY     - Date     Condition        Report By
 AA7461  HISTORY     - 1994     MONUMENTED       ALHD
 AA7461
 AA7461                          STATION DESCRIPTION
 AA7461
 AA7461'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7461'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7461'ALA 171, ABOUT 10.00 MI (16.09 KM) SOUTH OF FAYETTE AND ABOUT 10.35 MI
 AA7461'(16.66 KM) SOUTHEAST OF BELK. TO REACH THE STATION FROM THE JUNCTION
 AA7461'OF ALA 159 AND ALA 171 (MILE POST 34.70 ON ALA 171 AND MILE POST 30.05
 AA7461'ON ALA 159) IN THE SOUTH SIDE OF FAYETTE, DRIVE SOUTH ON ALA 171 FOR
 AA7461'9.60 MI (15.45 KM) TO MILE POST 25.10 AND THE STATION ON THE LEFT. THE
 AA7461'STATION IS 52.6 FT (16.0 M) EAST OF THE CENTERLINE OF ALA 171, 116.2
 AA7461'FT (35.4 M) NORTH OF A NATURAL GAS VALVE, 117.8 FT (35.9 M) NORTH OF
 AA7461'TRANSFORMER POWER POLE NO. 7778, 156.1 FT (47.6 M) SOUTH OF A BARRIER
 AA7461'LINE MARKER SIGN, 193.3 FT (58.9 M) SOUTH-SOUTHWEST OF A POWER POLE
 AA7461'WITH ONE GUY WIRE, 201.0 FT (61.3 M) SOUTH OF THE CENTER OF A GRAVEL
 AA7461'FIELD ROAD, 206.4 FT (62.9 M) NORTH OF A FIRE HYDRANT, 230.0 FT (70.1
 AA7461'M) NORTH OF THE CENTER OF A GRAVEL FIELD ROAD, 3.0 FT (0.9 M) WEST OF
 AA7461'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 29-22
 AA7461'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7462 ***********************************************************************
 AA7462  DESIGNATION -  29 22
 AA7462  PID         -  AA7462
 AA7462  STATE/COUNTY-  AL/FAYETTE
 AA7462  USGS QUAD   -  NEWTONVILLE (1967)
 AA7462
 AA7462                         *CURRENT SURVEY CONTROL
 AA7462  ___________________________________________________________________
 AA7462* NAD 83(1992)-  33 33 31.51569(N)    087 48 04.20568(W)     ADJUSTED  
 AA7462* NAVD 88     -       103.5    (meters)     340.     (feet)  VERTCON   
 AA7462  ___________________________________________________________________
 AA7462  X           -     204,135.194 (meters)                     COMP
 AA7462  Y           -  -5,316,615.306 (meters)                     COMP
 AA7462  Z           -   3,505,808.281 (meters)                     COMP
 AA7462  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA7462  ELLIP HEIGHT-          75.39  (meters)          (07/29/02) GPS OBS
 AA7462  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AA7462
 AA7462  HORZ ORDER  -  FIRST
 AA7462  ELLP ORDER  -  FOURTH    CLASS I
 AA7462
 AA7462.The horizontal coordinates were established by GPS observations
 AA7462.and adjusted by the National Geodetic Survey in August 1995..
 AA7462
 AA7462.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7462
 AA7462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7462
 AA7462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7462
 AA7462.The ellipsoidal height was determined by GPS observations
 AA7462.and is referenced to NAD 83.
 AA7462
 AA7462.The geoid height was determined by GEOID03.
 AA7462
 AA7462;                    North         East     Units Scale Factor Converg.
 AA7462;SPC AL W     -   394,620.101   572,035.415   MT  0.99994297   -0 09 59.3
 AA7462;UTM  16      - 3,713,520.720   425,632.550   MT  0.99966818   -0 26 34.4
 AA7462
 AA7462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7462!SPC AL W     -   0.99998816  x   0.99994297  =   0.99993114
 AA7462!UTM  16      -   0.99998816  x   0.99966818  =   0.99965635
 AA7462
 AA7462                          SUPERSEDED SURVEY CONTROL
 AA7462
 AA7462  ELLIP H (08/28/95)   75.44   (m)                       GP(       ) 4 1
 AA7462  NGVD 29 (08/28/95)  103.5    (m)          340.     (f) GPS OBS        
 AA7462
 AA7462.Superseded values are not recommended for survey control.
 AA7462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7462.See file dsdata.txt to determine how the superseded data were derived.
 AA7462
 AA7462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2563313521(NAD 83)
 AA7462_MARKER: DD = SURVEY DISK
 AA7462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7462_STAMPING: 29-22
 AA7462_MARK LOGO: ALHD  
 AA7462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7462+STABILITY: SURFACE MOTION
 AA7462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7462+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7462
 AA7462  HISTORY     - Date     Condition        Report By
 AA7462  HISTORY     - 1994     MONUMENTED       ALHD
 AA7462
 AA7462                          STATION DESCRIPTION
 AA7462
 AA7462'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7462'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7462'ALA 171, ABOUT 8.70 MI (14.00 KM) SOUTH OF FAYETTE AND ABOUT 9.55 MI
 AA7462'(15.37 KM) SOUTHEAST OF BELK. TO REACH THE STATION FROM THE JUNCTION
 AA7462'OF ALA 159 AND ALA 171 (MILE POST 34.70 ON ALA 171 AND MILE POST 30.05
 AA7462'ON ALA 159) IN THE SOUTH SIDE OF FAYETTE, DRIVE SOUTH ON ALA 171 FOR
 AA7462'8.40 MI (13.52 KM) TO MILE POST 26.30 AND THE STATION ON THE LEFT. THE
 AA7462'STATION IS 3.3 FT (1.0 M) WEST-SOUTHWEST OF A HOG WIRE FENCE WITH SIX
 AA7462'STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS, 56.6 FT (17.3 M)
 AA7462'EAST-NORTHEAST OF THE CENTERLINE OF ALA 171, 3.2 FT (1.0 M) WEST OF A
 AA7462'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 29-21
 AA7462'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7463 ***********************************************************************
 AA7463  DESIGNATION -  29 23
 AA7463  PID         -  AA7463
 AA7463  STATE/COUNTY-  AL/FAYETTE
 AA7463  USGS QUAD   -  FAYETTE (1983)
 AA7463
 AA7463                         *CURRENT SURVEY CONTROL
 AA7463  ___________________________________________________________________
 AA7463* NAD 83(1992)-  33 40 49.27214(N)    087 46 50.48796(W)     ADJUSTED  
 AA7463* NAVD 88     -       101.0    (meters)     331.     (feet)  VERTCON   
 AA7463  ___________________________________________________________________
 AA7463  X           -     205,746.049 (meters)                     COMP
 AA7463  Y           -  -5,309,078.032 (meters)                     COMP
 AA7463  Z           -   3,517,038.359 (meters)                     COMP
 AA7463  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA7463  ELLIP HEIGHT-          73.05  (meters)          (07/29/02) GPS OBS
 AA7463  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AA7463
 AA7463  HORZ ORDER  -  FIRST
 AA7463  ELLP ORDER  -  FOURTH    CLASS I
 AA7463
 AA7463.The horizontal coordinates were established by GPS observations
 AA7463.and adjusted by the National Geodetic Survey in August 1995..
 AA7463
 AA7463.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7463
 AA7463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7463
 AA7463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7463
 AA7463.The ellipsoidal height was determined by GPS observations
 AA7463.and is referenced to NAD 83.
 AA7463
 AA7463.The geoid height was determined by GEOID03.
 AA7463
 AA7463;                    North         East     Units Scale Factor Converg.
 AA7463;SPC AL W     -   408,101.147   573,973.381   MT  0.99994168   -0 09 20.4
 AA7463;UTM  16      - 3,726,988.527   427,635.082   MT  0.99966456   -0 25 58.6
 AA7463
 AA7463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7463!SPC AL W     -   0.99998853  x   0.99994168  =   0.99993021
 AA7463!UTM  16      -   0.99998853  x   0.99966456  =   0.99965310
 AA7463
 AA7463                          SUPERSEDED SURVEY CONTROL
 AA7463
 AA7463  ELLIP H (08/28/95)   73.09   (m)                       GP(       ) 4 1
 AA7463  NGVD 29 (08/28/95)  100.9    (m)          331.     (f) GPS OBS        
 AA7463
 AA7463.Superseded values are not recommended for survey control.
 AA7463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7463.See file dsdata.txt to determine how the superseded data were derived.
 AA7463
 AA7463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2763526989(NAD 83)
 AA7463_MARKER: DD = SURVEY DISK
 AA7463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7463_STAMPING: 29-23 1994
 AA7463_MARK LOGO: ALHD  
 AA7463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7463+STABILITY: SURFACE MOTION
 AA7463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7463+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 AA7463
 AA7463  HISTORY     - Date     Condition        Report By
 AA7463  HISTORY     - 1994     MONUMENTED       ALHD
 AA7463  HISTORY     - 20030123 GOOD             ALHD
 AA7463
 AA7463                          STATION DESCRIPTION
 AA7463
 AA7463'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7463'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF U.S. 43 AND ALA
 AA7463'18, ABOUT 2.80 MI (4.51 KM) EAST OF FAYETTE AND ABOUT 10.40 MI (16.74
 AA7463'KM) WEST-NORTHWEST OF BERRY. TO REACH THE STATION FROM THE JUNCTION OF
 AA7463'U.S. 43, ALA 18, AND ALA 171 (MILE POST 30.15 ON U.S. 43 AND ALA 18
 AA7463'AND MILE POST 35.80 ON ALA 171)AT A TRAFFIC LIGHT IN FAYETTE, DRIVE
 AA7463'EAST ON U.S. 43 AND ALA 18 FOR 2.75 MI (4.43 KM) TO MILE POST 33.25
 AA7463'AND THE STATION ON THE LEFT. THE STATION IS 53.7 FT (16.4 M)
 AA7463'NORTH-NORTHWEST OF THE CENTERLINE OF U.S. 43 AND ALA 18, 101.0 FT
 AA7463'(30.8 M) NORTHEAST OF A FAYETTE COUNTY 26 DIRECTIONAL SIGN, 2.1 FT
 AA7463'(0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7463'GROUND. STATION 29-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7463
 AA7463                          STATION RECOVERY (2003)
 AA7463
 AA7463'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 AA7463'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7464 ***********************************************************************
 AA7464  DESIGNATION -  29 24
 AA7464  PID         -  AA7464
 AA7464  STATE/COUNTY-  AL/FAYETTE
 AA7464  USGS QUAD   -  FAYETTE (1983)
 AA7464
 AA7464                         *CURRENT SURVEY CONTROL
 AA7464  ___________________________________________________________________
 AA7464* NAD 83(1992)-  33 40 58.33541(N)    087 46 19.96958(W)     ADJUSTED  
 AA7464* NAVD 88     -       103.4    (meters)     339.     (feet)  VERTCON   
 AA7464  ___________________________________________________________________
 AA7464  X           -     206,525.624 (meters)                     COMP
 AA7464  Y           -  -5,308,894.857 (meters)                     COMP
 AA7464  Z           -   3,517,272.108 (meters)                     COMP
 AA7464  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AA7464  ELLIP HEIGHT-          75.54  (meters)          (07/29/02) GPS OBS
 AA7464  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AA7464
 AA7464  HORZ ORDER  -  FIRST
 AA7464  ELLP ORDER  -  FOURTH    CLASS I
 AA7464
 AA7464.The horizontal coordinates were established by GPS observations
 AA7464.and adjusted by the National Geodetic Survey in August 1995..
 AA7464
 AA7464.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7464
 AA7464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7464
 AA7464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7464
 AA7464.The ellipsoidal height was determined by GPS observations
 AA7464.and is referenced to NAD 83.
 AA7464
 AA7464.The geoid height was determined by GEOID03.
 AA7464
 AA7464;                    North         East     Units Scale Factor Converg.
 AA7464;SPC AL W     -   408,378.267   574,760.166   MT  0.99994118   -0 09 03.5
 AA7464;UTM  16      - 3,727,261.760   428,422.979   MT  0.99966316   -0 25 41.8
 AA7464
 AA7464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7464!SPC AL W     -   0.99998814  x   0.99994118  =   0.99992932
 AA7464!UTM  16      -   0.99998814  x   0.99966316  =   0.99965131
 AA7464
 AA7464                          SUPERSEDED SURVEY CONTROL
 AA7464
 AA7464  ELLIP H (08/28/95)   75.57   (m)                       GP(       ) 4 1
 AA7464  NGVD 29 (08/28/95)  103.4    (m)          339.     (f) GPS OBS        
 AA7464
 AA7464.Superseded values are not recommended for survey control.
 AA7464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7464.See file dsdata.txt to determine how the superseded data were derived.
 AA7464
 AA7464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2842327262(NAD 83)
 AA7464_MARKER: DD = SURVEY DISK
 AA7464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7464_STAMPING: 29-24 1994
 AA7464_MARK LOGO: ALHD  
 AA7464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7464+STABILITY: SURFACE MOTION
 AA7464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7464+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 AA7464
 AA7464  HISTORY     - Date     Condition        Report By
 AA7464  HISTORY     - 1994     MONUMENTED       ALHD
 AA7464  HISTORY     - 20030123 GOOD             ALHD
 AA7464
 AA7464                          STATION DESCRIPTION
 AA7464
 AA7464'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7464'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF U.S. 43 AND ALA
 AA7464'18, ABOUT 3.30 MI (5.31 KM) EAST OF FAYETTE AND ABOUT 9.90 MI (15.93
 AA7464'KM) WEST-NORTHWEST OF BERRY. TO REACH THE STATION FROM THE JUNCTION OF
 AA7464'U.S. 43, ALA 18, AND ALA 171 (MILE POST 30.15 ON U.S. 43 AND ALA 18
 AA7464'AND MILE POST 35.80 ON ALA 171)AT A TRAFFIC LIGHT IN FAYETTE, DRIVE
 AA7464'EAST ON U.S. 43 AND ALA 18 FOR 3.30 MI (5.31 KM) TO MILE POST 33.80
 AA7464'AND THE STATION ON THE RIGHT. THE STATION IS 36.9 FT (11.2 M)
 AA7464'SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. 43 AND ALA 18, 72.0 FT (21.9
 AA7464'M) NORTHEAST OF CABLE POLE NO. 7 84, 84.0 FT (25.6 M) WEST-SOUTHWEST
 AA7464'OF THE CENTER OF A GRAVEL FIELD ROAD, 118.7 FT (36.2 M) WEST-SOUTHWEST
 AA7464'OF CABLE POLE NO. 7 85, 2.3 FT (0.7 M) NORTH-NORTHWEST OF A CARSONITE
 AA7464'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 29-23 1994 MAY BE
 AA7464'USED AS AN AZIMUTH FOR THIS STATION.
 AA7464
 AA7464                          STATION RECOVERY (2003)
 AA7464
 AA7464'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 AA7464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7465 ***********************************************************************
 AA7465  DESIGNATION -  29 25
 AA7465  PID         -  AA7465
 AA7465  STATE/COUNTY-  AL/FAYETTE
 AA7465  USGS QUAD   -  KENNEDY (1982)
 AA7465
 AA7465                         *CURRENT SURVEY CONTROL
 AA7465  ___________________________________________________________________
 AA7465* NAD 83(1992)-  33 32 15.15189(N)    087 53 04.80961(W)     ADJUSTED  
 AA7465* NAVD 88     -       170.0    (meters)     558.     (feet)  VERTCON   
 AA7465  ___________________________________________________________________
 AA7465  X           -     196,436.746 (meters)                     COMP
 AA7465  Y           -  -5,318,261.839 (meters)                     COMP
 AA7465  Z           -   3,503,884.148 (meters)                     COMP
 AA7465  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA7465  ELLIP HEIGHT-         141.83  (meters)          (07/29/02) GPS OBS
 AA7465  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AA7465
 AA7465  HORZ ORDER  -  FIRST
 AA7465  ELLP ORDER  -  FOURTH    CLASS I
 AA7465
 AA7465.The horizontal coordinates were established by GPS observations
 AA7465.and adjusted by the National Geodetic Survey in August 1995..
 AA7465
 AA7465.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7465
 AA7465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7465
 AA7465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7465
 AA7465.The ellipsoidal height was determined by GPS observations
 AA7465.and is referenced to NAD 83.
 AA7465
 AA7465.The geoid height was determined by GEOID03.
 AA7465
 AA7465;                    North         East     Units Scale Factor Converg.
 AA7465;SPC AL W     -   392,293.158   564,273.261   MT  0.99994906   -0 12 45.1
 AA7465;UTM  16      - 3,711,231.860   417,861.364   MT  0.99968318   -0 29 19.7
 AA7465
 AA7465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7465!SPC AL W     -   0.99997773  x   0.99994906  =   0.99992680
 AA7465!UTM  16      -   0.99997773  x   0.99968318  =   0.99966092
 AA7465
 AA7465                          SUPERSEDED SURVEY CONTROL
 AA7465
 AA7465  ELLIP H (08/28/95)  141.88   (m)                       GP(       ) 4 1
 AA7465  NGVD 29 (08/28/95)  170.0    (m)          558.     (f) GPS OBS        
 AA7465
 AA7465.Superseded values are not recommended for survey control.
 AA7465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7465.See file dsdata.txt to determine how the superseded data were derived.
 AA7465
 AA7465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1786111232(NAD 83)
 AA7465_MARKER: DD = SURVEY DISK
 AA7465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7465_STAMPING: 29-25 1994
 AA7465_MARK LOGO: ALHD  
 AA7465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7465+STABILITY: SURFACE MOTION
 AA7465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7465+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7465
 AA7465  HISTORY     - Date     Condition        Report By
 AA7465  HISTORY     - 1994     MONUMENTED       ALHD
 AA7465
 AA7465                          STATION DESCRIPTION
 AA7465
 AA7465'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7465'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7465'FAYETTE COUNTY ROAD NO. 12, ABOUT 7.85 MI (12.63 KM) SOUTH-SOUTHEAST
 AA7465'OF BELK AND ABOUT 10.65 MI (17.14 KM) SOUTH-SOUTHWEST OF FAYETTE. TO
 AA7465'REACH THE STATION FROM THE JUNCTION OF ALA 159 AND ALA 171 (MILE POST
 AA7465'30.05 ON ALA 159 AND MILE POST 34.70 ON ALA 171) IN THE SOUTH SIDE OF
 AA7465'FAYETTE, DRIVE SOUTHWEST ON ALA 159 FOR 11.55 MI (18.59 KM) TO MILE
 AA7465'POST 18.50 AND FAYETTE COUNTY ROAD NO. 12 ON THE LEFT, TURN LEFT ON
 AA7465'FAYETTE COUNTY ROAD NO. 12 AND DRIVE EAST FOR 0.75 MI (1.21 KM) TO THE
 AA7465'STATION ON THE RIGHT. THE STATION IS LOCATED ON TOP OF A 4 FT (1.2 M)
 AA7465'BACKSLOPE, 4.0 FT (1.2 M) SOUTH OF THE CREST OF A 4 FT (1.2 M)
 AA7465'BACKSLOPE, 31.0 FT (9.4 M) SOUTH OF THE CENTER OF FAYETTE COUNTY ROAD
 AA7465'NO. 12, 55.0 FT (16.8 M) EAST OF THE CENTER OF A WOODS ROAD, 131.5 FT
 AA7465'(40.1 M) WEST OF A POWER POLE WITH ONE GUY WIRE ON TOP OF A HILL, 2.2
 AA7465'FT (0.7 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7465'GROUND. STATION 29-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STAITON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7466 ***********************************************************************
 AA7466  DESIGNATION -  29 26
 AA7466  PID         -  AA7466
 AA7466  STATE/COUNTY-  AL/FAYETTE
 AA7466  USGS QUAD   -  KENNEDY (1982)
 AA7466
 AA7466                         *CURRENT SURVEY CONTROL
 AA7466  ___________________________________________________________________
 AA7466* NAD 83(1992)-  33 32 14.73684(N)    087 52 42.76690(W)     ADJUSTED  
 AA7466* NAVD 88     -       170.9    (meters)     561.     (feet)  VERTCON   
 AA7466  ___________________________________________________________________
 AA7466  X           -     197,005.376 (meters)                     COMP
 AA7466  Y           -  -5,318,248.610 (meters)                     COMP
 AA7466  Z           -   3,503,873.975 (meters)                     COMP
 AA7466  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA7466  ELLIP HEIGHT-         142.71  (meters)          (07/29/02) GPS OBS
 AA7466  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AA7466
 AA7466  HORZ ORDER  -  FIRST
 AA7466  ELLP ORDER  -  FOURTH    CLASS I
 AA7466
 AA7466.The horizontal coordinates were established by GPS observations
 AA7466.and adjusted by the National Geodetic Survey in August 1995..
 AA7466
 AA7466.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7466
 AA7466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7466
 AA7466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7466
 AA7466.The ellipsoidal height was determined by GPS observations
 AA7466.and is referenced to NAD 83.
 AA7466
 AA7466.The geoid height was determined by GEOID03.
 AA7466
 AA7466;                    North         East     Units Scale Factor Converg.
 AA7466;SPC AL W     -   392,278.278   564,841.898   MT  0.99994857   -0 12 32.9
 AA7466;UTM  16      - 3,711,214.244   418,429.772   MT  0.99968203   -0 29 07.5
 AA7466
 AA7466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7466!SPC AL W     -   0.99997760  x   0.99994857  =   0.99992617
 AA7466!UTM  16      -   0.99997760  x   0.99968203  =   0.99965963
 AA7466
 AA7466                          SUPERSEDED SURVEY CONTROL
 AA7466
 AA7466  ELLIP H (08/28/95)  142.76   (m)                       GP(       ) 4 1
 AA7466  NGVD 29 (08/28/95)  170.8    (m)          560.     (f) GPS OBS        
 AA7466
 AA7466.Superseded values are not recommended for survey control.
 AA7466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7466.See file dsdata.txt to determine how the superseded data were derived.
 AA7466
 AA7466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1843011214(NAD 83)
 AA7466_MARKER: DD = SURVEY DISK
 AA7466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7466_STAMPING: 29-26 1994
 AA7466_MARK LOGO: ALHD  
 AA7466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7466+STABILITY: SURFACE MOTION
 AA7466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7466+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7466
 AA7466  HISTORY     - Date     Condition        Report By
 AA7466  HISTORY     - 1994     MONUMENTED       ALHD
 AA7466
 AA7466                          STATION DESCRIPTION
 AA7466
 AA7466'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7466'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7466'FAYETTE COUNTY ROAD NO. 12, ABOUT 7.95 MI (12.79 KM) SOUTH-SOUTHEAST
 AA7466'OF BELK AND ABOUT 10.50 MI (16.90 KM) SOUTH-SOUTHWEST OF FAYETTE. TO
 AA7466'REACH THE STATION FROM THE JUNCTION OF ALA 159 AND ALA 171 (MILE POST
 AA7466'30.05 ON ALA 159 AND MILE POST 34.70 ON ALA 171) IN THE SOUTH SIDE OF
 AA7466'FAYETTE, DRIVE SOUTHWEST ON ALA 159 FOR 11.55 MI (18.59 KM) TO MILE
 AA7466'POST 18.50 AND FAYETTE COUNTY ROAD NO. 12 ON THE LEFT, TURN LEFT ON
 AA7466'FAYETTE COUNTY ROAD NO. 12 AND DRIVE EAST FOR 1.10 MI (1.77 KM) TO THE
 AA7466'STATION ON THE RIGHT. THE STATION IS LOCATED BETWEEN FAYETTE COUNTY
 AA7466'ROAD NO. 12 AND CHAPEL HILL BAPTIST CEMETARY, 29.8 FT (9.1 M) SOUTH OF
 AA7466'THE CENTER OF FAYETTE COUNTY ROAD NO. 12, 35.3 FT (10.8 M)
 AA7466'NORTH-NORTHEAST OF THE NORTH END OF A FOSTER HEADSTONE, 48.8 FT (14.9
 AA7466'M) NORTHEAST OF THE NORTH END OF AN ARCHIE MC COOL HEADSTONE, 58.7 FT
 AA7466'(17.9 M) NORTHWEST OF THE NORTH END OF A HOLLIMAN HEADSTONE, 2.0 FT
 AA7466'(0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7466'GROUND. STATION 29-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STAITON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7467 ***********************************************************************
 AA7467  DESIGNATION -  29 27
 AA7467  PID         -  AA7467
 AA7467  STATE/COUNTY-  AL/FAYETTE
 AA7467  USGS QUAD   -  FAYETTE (1983)
 AA7467
 AA7467                         *CURRENT SURVEY CONTROL
 AA7467  ___________________________________________________________________
 AA7467* NAD 83(1992)-  33 41 15.46151(N)    087 52 28.29987(W)     ADJUSTED  
 AA7467* NAVD 88     -       122.3    (meters)     401.     (feet)  VERTCON   
 AA7467  ___________________________________________________________________
 AA7467  X           -     197,034.851 (meters)                     COMP
 AA7467  Y           -  -5,308,978.421 (meters)                     COMP
 AA7467  Z           -   3,517,721.642 (meters)                     COMP
 AA7467  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA7467  ELLIP HEIGHT-          94.41  (meters)          (07/29/02) GPS OBS
 AA7467  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AA7467
 AA7467  HORZ ORDER  -  FIRST
 AA7467  ELLP ORDER  -  FOURTH    CLASS I
 AA7467
 AA7467.The horizontal coordinates were established by GPS observations
 AA7467.and adjusted by the National Geodetic Survey in August 1995..
 AA7467
 AA7467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7467
 AA7467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7467
 AA7467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7467
 AA7467.The ellipsoidal height was determined by GPS observations
 AA7467.and is referenced to NAD 83.
 AA7467
 AA7467.The geoid height was determined by GEOID03.
 AA7467
 AA7467;                    North         East     Units Scale Factor Converg.
 AA7467;SPC AL W     -   408,935.589   565,275.417   MT  0.99994819   -0 12 27.9
 AA7467;UTM  16      - 3,727,864.821   418,943.624   MT  0.99968100   -0 29 06.3
 AA7467
 AA7467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7467!SPC AL W     -   0.99998518  x   0.99994819  =   0.99993337
 AA7467!UTM  16      -   0.99998518  x   0.99968100  =   0.99966618
 AA7467
 AA7467:                Primary Azimuth Mark                     Grid Az
 AA7467:SPC AL W     -  29 28                                    021 21 35.9
 AA7467:UTM  16      -  29 28                                    021 38 14.3
 AA7467
 AA7467|---------------------------------------------------------------------|
 AA7467| PID    Reference Object                     Distance      Geod. Az  |
 AA7467|                                                           dddmmss.s |
 AA7467| AA7468 29 28                               APPROX. 0.6 KM 0210908.0 |
 AA7467|---------------------------------------------------------------------|
 AA7467
 AA7467                          SUPERSEDED SURVEY CONTROL
 AA7467
 AA7467  ELLIP H (08/28/95)   94.44   (m)                       GP(       ) 4 1
 AA7467  NGVD 29 (08/28/95)  122.3    (m)          401.     (f) GPS OBS        
 AA7467
 AA7467.Superseded values are not recommended for survey control.
 AA7467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7467.See file dsdata.txt to determine how the superseded data were derived.
 AA7467
 AA7467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1894427865(NAD 83)
 AA7467_MARKER: DD = SURVEY DISK
 AA7467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7467_STAMPING: 29-27 1994
 AA7467_MARK LOGO: ALHD  
 AA7467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7467+STABILITY: SURFACE MOTION
 AA7467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7467+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 AA7467
 AA7467  HISTORY     - Date     Condition        Report By
 AA7467  HISTORY     - 1994     MONUMENTED       ALHD
 AA7467  HISTORY     - 20030123 GOOD             ALHD
 AA7467
 AA7467                          STATION DESCRIPTION
 AA7467
 AA7467'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7467'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7467'ALA 96, ABOUT 2.65 MI (4.26 KM) WEST OF FAYETTE AND ABOUT 4.45 MI
 AA7467'(7.16 KM) NORTHEAST OF BELK. TO REACH THE STATION FROM THE JUNCTION OF
 AA7467'ALA 18 AND ALA 96 (MILE POST 31.00 ON ALA 96 AND MILE POST 29.20 ON
 AA7467'ALA 18) IN THE WEST SIDE OF FAYETTE, DRIVE SOUTHWEST AND WEST ON ALA
 AA7467'96 FOR 2.35 MI (3.78 KM) TO MILE POST 28.65 AND THE STATION ON THE
 AA7467'RIGHT. THE STATION IS 6.0 FT (1.8 M) NORTH-NORTHWEST OF A BARRIER LINE
 AA7467'MARKER SIGN, 38.8 FT (11.8 M) NORTH OF THE CENTERLINE OF ALA 96, 62.5
 AA7467'FT (19.1 M) NORTH-NORTHWEST OF A JCT FAYETTE COUNTY 21 SIGN ACROSS THE
 AA7467'ROAD, 95.8 FT (29.2 M) NORTHWEST OF A POLICE JURISDICTION SIGN ACROSS
 AA7467'THE ROAD, 105.3 FT (32.1 M) WEST-SOUTHWEST OF A POWER POLE WITH ONE
 AA7467'GUY WIRE, 143.0 FT (43.6 M) EAST OF THE CENTER OF A GRAVEL FIELD ROAD,
 AA7467'206.0 FT (62.8 M) EAST-SOUTHEAST OF A 6 FT (1.8 M) CHAIN LINK FENCE
 AA7467'AROUND FAYETTE WATER SYSTEM, 2.2 FT (0.7 M) SOUTH-SOUTHWEST OF A
 AA7467'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 29-28
 AA7467'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7467
 AA7467                          STATION RECOVERY (2003)
 AA7467
 AA7467'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 AA7467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7468 ***********************************************************************
 AA7468  DESIGNATION -  29 28
 AA7468  PID         -  AA7468
 AA7468  STATE/COUNTY-  AL/FAYETTE
 AA7468  USGS QUAD   -  FAYETTE (1983)
 AA7468
 AA7468                         *CURRENT SURVEY CONTROL
 AA7468  ___________________________________________________________________
 AA7468* NAD 83(1992)-  33 41 32.45245(N)    087 52 20.43529(W)     ADJUSTED  
 AA7468* NAVD 88     -       121.1    (meters)     397.     (feet)  VERTCON   
 AA7468  ___________________________________________________________________
 AA7468  X           -     197,226.456 (meters)                     COMP
 AA7468  Y           -  -5,308,679.704 (meters)                     COMP
 AA7468  Z           -   3,518,156.546 (meters)                     COMP
 AA7468  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA7468  ELLIP HEIGHT-          93.19  (meters)          (07/29/02) GPS OBS
 AA7468  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AA7468
 AA7468  HORZ ORDER  -  FIRST
 AA7468  ELLP ORDER  -  FOURTH    CLASS I
 AA7468
 AA7468.The horizontal coordinates were established by GPS observations
 AA7468.and adjusted by the National Geodetic Survey in August 1995..
 AA7468
 AA7468.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7468
 AA7468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7468
 AA7468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7468
 AA7468.The ellipsoidal height was determined by GPS observations
 AA7468.and is referenced to NAD 83.
 AA7468
 AA7468.The geoid height was determined by GEOID03.
 AA7468
 AA7468;                    North         East     Units Scale Factor Converg.
 AA7468;SPC AL W     -   409,458.321   565,479.852   MT  0.99994802   -0 12 23.6
 AA7468;UTM  16      - 3,728,386.418   419,150.532   MT  0.99968058   -0 29 02.2
 AA7468
 AA7468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7468!SPC AL W     -   0.99998537  x   0.99994802  =   0.99993339
 AA7468!UTM  16      -   0.99998537  x   0.99968058  =   0.99966596
 AA7468
 AA7468:                Primary Azimuth Mark                     Grid Az
 AA7468:SPC AL W     -  29 27                                    201 21 36.0
 AA7468:UTM  16      -  29 27                                    201 38 14.6
 AA7468
 AA7468|---------------------------------------------------------------------|
 AA7468| PID    Reference Object                     Distance      Geod. Az  |
 AA7468|                                                           dddmmss.s |
 AA7468| AA7467 29 27                               APPROX. 0.6 KM 2010912.4 |
 AA7468|---------------------------------------------------------------------|
 AA7468
 AA7468                          SUPERSEDED SURVEY CONTROL
 AA7468
 AA7468  ELLIP H (08/28/95)   93.22   (m)                       GP(       ) 4 1
 AA7468  NGVD 29 (08/28/95)  121.0    (m)          397.     (f) GPS OBS        
 AA7468
 AA7468.Superseded values are not recommended for survey control.
 AA7468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7468.See file dsdata.txt to determine how the superseded data were derived.
 AA7468
 AA7468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1915128386(NAD 83)
 AA7468_MARKER: DD = SURVEY DISK
 AA7468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7468_STAMPING: 29-28 1994
 AA7468_MARK LOGO: ALHD  
 AA7468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7468+STABILITY: SURFACE MOTION
 AA7468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7468+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 AA7468
 AA7468  HISTORY     - Date     Condition        Report By
 AA7468  HISTORY     - 1994     MONUMENTED       ALHD
 AA7468  HISTORY     - 20030123 GOOD             ALHD
 AA7468
 AA7468                          STATION DESCRIPTION
 AA7468
 AA7468'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7468'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7468'FAYETTE COUNTY ROAD NO. 21, ABOUT 2.55 MI (4.10 KM) WEST OF FAYETTE
 AA7468'AND ABOUT 4.75 MI (7.64 KM) NORTHEAST OF BELK. TO REACH THE STATION
 AA7468'FROM THE JUNCTION OF ALA 18 AND ALA 96 (MILE POST 31.00 ON ALA 96 AND
 AA7468'MILE POST 29.20 ON ALA 18) IN THE WEST SIDE OF FAYETTE, DRIVE
 AA7468'SOUTHWEST AND WEST ON ALA 96 FOR 2.20 MI (3.54 KM) TO MILE POST 28.80
 AA7468'AND FAYETTE COUNTY ROAD NO. 21 ON THE RIGHT, TURN RIGHT ON FAYETTE
 AA7468'COUNTY ROAD NO. 21 AND DRIVE NORTH FOR 0.40 MI (0.64 KM) TO THE
 AA7468'STATION ON THE LEFT. THE STATION IS LOCATED ON TOP OF A 20 FT (6.1 M)
 AA7468'BACKSLOPE BETWEEN FAYETTE COUNTY ROAD NO. 21 AND A NATURAL GAS
 AA7468'PIPELINE, 8.0 FT (2.4 M) WEST OF THE CREST OF A 20 FT (6.1 M)
 AA7468'BACKSLOPE, 43.5 FT (13.3 M) WEST OF THE CENTER OF FAYETTE COUNTY ROAD
 AA7468'NO. 21, 117.6 FT (35.8 M) SOUTH OF JUNCTION POWER POLE NO. Q 3815 125,
 AA7468'163.5 FT (49.8 M) SOUTH-SOUTHEAST OF A GAS LINE MARKER SIGN, 2.2 FT
 AA7468'(0.7 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7468'GROUND. STATION 29-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7468
 AA7468                          STATION RECOVERY (2003)
 AA7468
 AA7468'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 AA7468'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7469 ***********************************************************************
 AA7469  DESIGNATION -  29 29
 AA7469  PID         -  AA7469
 AA7469  STATE/COUNTY-  AL/FAYETTE
 AA7469  USGS QUAD   -  WINFIELD SE (1967)
 AA7469
 AA7469                         *CURRENT SURVEY CONTROL
 AA7469  ___________________________________________________________________
 AA7469* NAD 83(1992)-  33 50 48.70641(N)    087 49 24.08903(W)     ADJUSTED  
 AA7469* NAVD 88     -       128.7    (meters)     422.     (feet)  VERTCON   
 AA7469  ___________________________________________________________________
 AA7469  X           -     201,403.467 (meters)                     COMP
 AA7469  Y           -  -5,298,995.931 (meters)                     COMP
 AA7469  Z           -   3,532,408.075 (meters)                     COMP
 AA7469  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA7469  ELLIP HEIGHT-         101.12  (meters)          (07/29/02) GPS OBS
 AA7469  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AA7469
 AA7469  HORZ ORDER  -  FIRST
 AA7469  ELLP ORDER  -  FOURTH    CLASS I
 AA7469
 AA7469.The horizontal coordinates were established by GPS observations
 AA7469.and adjusted by the National Geodetic Survey in August 1995..
 AA7469
 AA7469.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7469
 AA7469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7469
 AA7469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7469
 AA7469.The ellipsoidal height was determined by GPS observations
 AA7469.and is referenced to NAD 83.
 AA7469
 AA7469.The geoid height was determined by GEOID03.
 AA7469
 AA7469;                    North         East     Units Scale Factor Converg.
 AA7469;SPC AL W     -   426,580.518   570,075.069   MT  0.99994437   -0 10 48.4
 AA7469;UTM  16      - 3,745,481.502   423,827.493   MT  0.99967153   -0 27 31.0
 AA7469
 AA7469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7469!SPC AL W     -   0.99998413  x   0.99994437  =   0.99992850
 AA7469!UTM  16      -   0.99998413  x   0.99967153  =   0.99965566
 AA7469
 AA7469|---------------------------------------------------------------------|
 AA7469| PID    Reference Object                     Distance      Geod. Az  |
 AA7469|                                                           dddmmss.s |
 AA7469| AA7470 29 30                               399.643 METERS 35803     |
 AA7469|---------------------------------------------------------------------|
 AA7469
 AA7469                          SUPERSEDED SURVEY CONTROL
 AA7469
 AA7469  ELLIP H (08/28/95)  101.13   (m)                       GP(       ) 4 1
 AA7469  NGVD 29 (08/28/95)  128.6    (m)          422.     (f) GPS OBS        
 AA7469
 AA7469.Superseded values are not recommended for survey control.
 AA7469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7469.See file dsdata.txt to determine how the superseded data were derived.
 AA7469
 AA7469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2382745482(NAD 83)
 AA7469_MARKER: DD = SURVEY DISK
 AA7469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7469_STAMPING: 29-29 1994
 AA7469_MARK LOGO: ALHD  
 AA7469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7469+STABILITY: SURFACE MOTION
 AA7469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7469+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 AA7469
 AA7469  HISTORY     - Date     Condition        Report By
 AA7469  HISTORY     - 1994     MONUMENTED       ALHD
 AA7469  HISTORY     - 20030128 GOOD             ALHD
 AA7469  HISTORY     - 20040401 GOOD             ALHD
 AA7469
 AA7469                          STATION DESCRIPTION
 AA7469
 AA7469'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7469'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7469'U.S. 43 AND ALA 171, ABOUT 6.65 MI (10.70 KM) SOUTHWEST OF GLEN ALLEN
 AA7469'AND ABOUT 11.15 MI (17.94 KM) NORTH OF FAYETTE. TO REACH THE STATION
 AA7469'FROM THE JUNCTION OF U.S. 43, ALA 102, AND ALA 171 (MILE POST 41.75 ON
 AA7469'U.S. 43 AND ALA 171 AND MILE POST 0.00 ON ALA 102) ABOUT 5.9 MI (9.5
 AA7469'KM) NORTH OF FAYETTE, DRIVE NORTH ON U.S. 43 AND ALA 171 FOR 6.10 MI
 AA7469'(9.82 KM) TO MILE POST 47.85 AND THE STATION ON THE LEFT. THE STATION
 AA7469'IS 50.0 FT (15.2 M) WEST-SOUTHWEST OF THE CENTERLINE OF U.S. 43 AND
 AA7469'ALA 171, 131.4 FT (40.1 M) SOUTH OF A GRAPHIC SIDE ROAD LEFT SIGN
 AA7469'ACROSS THE ROAD, 214.0 FT (65.2 M) SOUTH-SOUTHEAST OF A CABLE POLE,
 AA7469'214.0 FT (65.2 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 447
 AA7469'1, 254.5 FT (77.6 M) SOUTHEAST OF A JUNCTION POWER POLE, 2.2 FT (0.7
 AA7469'M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7469'GROUND. STATION 29-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7469
 AA7469                          STATION RECOVERY (2003)
 AA7469
 AA7469'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 AA7469'RECOVERED IN GOOD CONDITION.
 AA7469
 AA7469                          STATION RECOVERY (2004)
 AA7469
 AA7469'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2832 ***********************************************************************
 DH2832  DESIGNATION -  29 3
 DH2832  PID         -  DH2832
 DH2832  STATE/COUNTY-  AL/FAYETTE
 DH2832  USGS QUAD   -  NEWTONVILLE (1967)
 DH2832
 DH2832                         *CURRENT SURVEY CONTROL
 DH2832  ___________________________________________________________________
 DH2832* NAD 83(1992)-  33 36 41.99476(N)    087 51 27.45364(W)     ADJUSTED  
 DH2832* NAVD 88     -       189.1    (meters)     620.     (feet)  VERTCON   
 DH2832  ___________________________________________________________________
 DH2832  X           -     198,777.546 (meters)                     COMP
 DH2832  Y           -  -5,313,640.954 (meters)                     COMP
 DH2832  Z           -   3,510,744.635 (meters)                     COMP
 DH2832  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 DH2832  ELLIP HEIGHT-         160.97  (meters)          (07/29/02) GPS OBS
 DH2832  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DH2832
 DH2832  HORZ ORDER  -  FIRST
 DH2832  ELLP ORDER  -  FOURTH    CLASS I
 DH2832
 DH2832.The horizontal coordinates were established by GPS observations
 DH2832.and adjusted by the National Geodetic Survey in December 1992..
 DH2832
 DH2832.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2832
 DH2832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2832
 DH2832.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2832
 DH2832.The ellipsoidal height was determined by GPS observations
 DH2832.and is referenced to NAD 83.
 DH2832
 DH2832.The geoid height was determined by GEOID03.
 DH2832
 DH2832;                    North         East     Units Scale Factor Converg.
 DH2832;SPC AL W     -   400,505.018   566,813.341   MT  0.99994691   -0 11 52.7
 DH2832;UTM  16      - 3,719,429.172   420,440.359   MT  0.99967803   -0 28 29.2
 DH2832
 DH2832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2832!SPC AL W     -   0.99997473  x   0.99994691  =   0.99992164
 DH2832!UTM  16      -   0.99997473  x   0.99967803  =   0.99965277
 DH2832
 DH2832|---------------------------------------------------------------------|
 DH2832| PID    Reference Object                     Distance      Geod. Az  |
 DH2832|                                                           dddmmss.s |
 DH2832| DH2833 29 4                                374.203 METERS 04730     |
 DH2832|---------------------------------------------------------------------|
 DH2832
 DH2832                          SUPERSEDED SURVEY CONTROL
 DH2832
 DH2832  ELLIP H (12/04/92)  161.02   (m)                       GP(       ) 4 1
 DH2832  NAD 83(1986)-  33 36 41.99981(N)    087 51 27.45270(W) AD(       ) 1
 DH2832  NGVD 29 (12/04/92)  189.0    (m)          620.     (f) GPS OBS        
 DH2832
 DH2832.Superseded values are not recommended for survey control.
 DH2832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2832.See file dsdata.txt to determine how the superseded data were derived.
 DH2832
 DH2832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2044019429(NAD 83)
 DH2832_MARKER: DD = SURVEY DISK
 DH2832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2832_SP_SET: CONCRETE POST
 DH2832_STAMPING: 29-3 1991
 DH2832_MARK LOGO: ALHD  
 DH2832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2832+STABILITY: SURFACE MOTION
 DH2832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2832+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1992
 DH2832
 DH2832  HISTORY     - Date     Condition        Report By
 DH2832  HISTORY     - 1991     MONUMENTED       ALHD
 DH2832  HISTORY     - 19920306 GOOD
 DH2832
 DH2832                          STATION DESCRIPTION
 DH2832
 DH2832'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2832'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE SOUTH RIGHT OF WAY OF
 DH2832'ALA 159, ABOUT 5.30 MI (8.53 KM) SOUTH-SOUTHWEST OF FAYETTE AND ABOUT
 DH2832'4.90 MI (7.89 KM) EAST-SOUTHEAST OF BELK.
 DH2832'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, ALA 18, ALA 96 AND
 DH2832'ALA 171 (MILE POST 35.80 ON ALA 171) IN FAYETTE, DRIVE SOUTH ON ALA
 DH2832'171 FOR 0.80 MI (1.29 KM) TO A REVERSE Y-INTERSECTION, BEAR LEFT ON
 DH2832'ALA 171 AND DRIVE SOUTH FOR 0.35 MI (0.56 KM) TO ALA 159 ON THE
 DH2832'RIGHT, TURN RIGHT ON ALA 159 AND DRIVE SOUTH FOR 4.45 MI (7.16 KM) TO
 DH2832'MILE POST 25.60 AND THE STATION ON THE LEFT.
 DH2832'THE STATION IS LOCATED ACROSS ALA 159 FROM THE CONCRETE SLAB OF AN OLD
 DH2832'SERVICE STATION, 43.7 FT (13.3 M) SOUTH-SOUTHEAST OF THE CENTER LINE
 DH2832'OF ALA 159, 85.7 FT (26.1 M) SOUTHWEST OF A JUNCTION POWER AND CABLE
 DH2832'POLE, 108.8 FT (33.2 M) EAST OF THE CENTER OF THE INTERSECTION OF ALA
 DH2832'159 AND FAYETTE COUNTY ROAD NO. 100, 2.1 FT (0.6 M) NORTH-NORTHWEST
 DH2832'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2832'STATION 29-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2832
 DH2832                          STATION RECOVERY (1992)
 DH2832
 DH2832'RECOVERED 1992
 DH2832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7470 ***********************************************************************
 AA7470  DESIGNATION -  29 30
 AA7470  PID         -  AA7470
 AA7470  STATE/COUNTY-  AL/FAYETTE
 AA7470  USGS QUAD   -  WINFIELD SE (1967)
 AA7470
 AA7470                         *CURRENT SURVEY CONTROL
 AA7470  ___________________________________________________________________
 AA7470* NAD 83(1992)-  33 51 01.66962(N)    087 49 24.62019(W)     ADJUSTED  
 AA7470* NAVD 88     -       144.0    (meters)     472.     (feet)  GPS OBS   
 AA7470  ___________________________________________________________________
 AA7470  X           -     201,381.855 (meters)                     COMP
 AA7470  Y           -  -5,298,786.833 (meters)                     COMP
 AA7470  Z           -   3,532,748.317 (meters)                     COMP
 AA7470  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AA7470  ELLIP HEIGHT-         116.42  (meters)          (08/29/05) GPS OBS
 AA7470  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AA7470
 AA7470  HORZ ORDER  -  A
 AA7470  ELLP ORDER  -  FOURTH    CLASS I
 AA7470
 AA7470.The horizontal coordinates were established by GPS observations
 AA7470.and adjusted by the National Geodetic Survey in August 2005..
 AA7470
 AA7470.The orthometric height was determined by GPS observations and a
 AA7470.high-resolution geoid model.
 AA7470
 AA7470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7470
 AA7470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7470
 AA7470.The ellipsoidal height was determined by GPS observations
 AA7470.and is referenced to NAD 83.
 AA7470
 AA7470.The geoid height was determined by GEOID03.
 AA7470
 AA7470;                    North         East     Units Scale Factor Converg.
 AA7470;SPC AL W     -   426,979.946   570,062.670   MT  0.99994438   -0 10 48.7
 AA7470;UTM  16      - 3,745,880.876   423,817.039   MT  0.99967155   -0 27 31.5
 AA7470
 AA7470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7470!SPC AL W     -   0.99998172  x   0.99994438  =   0.99992610
 AA7470!UTM  16      -   0.99998172  x   0.99967155  =   0.99965328
 AA7470
 AA7470|---------------------------------------------------------------------|
 AA7470| PID    Reference Object                     Distance      Geod. Az  |
 AA7470|                                                           dddmmss.s |
 AA7470| AA7469 29 29                               399.643 METERS 17803     |
 AA7470|---------------------------------------------------------------------|
 AA7470
 AA7470                          SUPERSEDED SURVEY CONTROL
 AA7470
 AA7470  ELLIP H (07/29/02)  116.44   (m)                       GP(       ) 4 1
 AA7470  NAD 83(1992)-  33 51 01.67009(N)    087 49 24.61809(W) AD(       ) 1
 AA7470  ELLIP H (08/28/95)  116.45   (m)                       GP(       ) 4 1
 AA7470  NGVD 29 (08/28/95)  143.9    (m)          472.     (f) GPS OBS        
 AA7470
 AA7470.Superseded values are not recommended for survey control.
 AA7470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7470.See file dsdata.txt to determine how the superseded data were derived.
 AA7470
 AA7470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2381745881(NAD 83)
 AA7470_MARKER: DD = SURVEY DISK
 AA7470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7470_STAMPING: 29-30 1994
 AA7470_MARK LOGO: ALHD  
 AA7470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7470+STABILITY: SURFACE MOTION
 AA7470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7470+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA7470
 AA7470  HISTORY     - Date     Condition        Report By
 AA7470  HISTORY     - 1994     MONUMENTED       ALHD
 AA7470  HISTORY     - 20030128 GOOD             ALHD
 AA7470  HISTORY     - 20040401 GOOD             ALHD
 AA7470  HISTORY     - 20040624 GOOD             ALDOT
 AA7470
 AA7470                          STATION DESCRIPTION
 AA7470
 AA7470'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7470'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7470'U.S. 43 AND ALA 171, ABOUT 6.50 MI (10.46 KM) SOUTHWEST OF GLEN ALLEN
 AA7470'AND ABOUT 11.45 MI (18.43 KM) NORTH OF FAYETTE. TO REACH THE STATION
 AA7470'FROM THE JUNCTION OF U.S. 43, ALA 102, AND ALA 171 (MILE POST 41.75 ON
 AA7470'U.S. 43 AND ALA 171 AND MILE POST 0.00 ON ALA 102) ABOUT 5.9 MI (9.5
 AA7470'KM) NORTH OF FAYETTE, DRIVE NORTH ON U.S. 43 AND ALA 171 FOR 6.35 MI
 AA7470'(10.22 KM) TO MILE POST 48.10 AND THE STATION ON THE LEFT. THE STATION
 AA7470'IS 27.5 FT (8.4 M) SOUTH-SOUTHWEST OF THE SOUTH END OF A FIFTEEN-INCH
 AA7470'CORREGATED METAL PIPE UNDER A GRAVEL DRIVEWAY, 33.1 FT (10.1 M) WEST
 AA7470'OF THE CENTERLINE OF U.S. 43 AND ALA 171, 36.0 FT (11.0 M) SOUTH OF
 AA7470'THE CENTER OF A GRAVEL DRIVEWAY, 67.4 FT (20.5 M) NORTH-NORTHWEST OF A
 AA7470'GRAPHIC CURVE SIGN, 87.5 FT (26.7 M) SOUTHWEST OF CABLE POLE NO. T 3
 AA7470'161 4 161 ACROSS THE ROAD. 2.2 FT (0.7 M) EAST OF A CARSONITE WITNESS
 AA7470'POST, AND SET FLUSH WITH THE GROUND. STATION 29-29 1994 MAY BE USED AS
 AA7470'AN AZIMUTH FOR THIS STATION.
 AA7470
 AA7470                          STATION RECOVERY (2003)
 AA7470
 AA7470'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 AA7470'RECOVERED IN GOOD CONDITION.
 AA7470
 AA7470                          STATION RECOVERY (2004)
 AA7470
 AA7470'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7470'RECOVERED IN GOOD CONDITION.
 AA7470
 AA7470                          STATION RECOVERY (2004)
 AA7470
 AA7470'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (RM)
 AA7470'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7471 ***********************************************************************
 AA7471  DESIGNATION -  29 31
 AA7471  PID         -  AA7471
 AA7471  STATE/COUNTY-  AL/FAYETTE
 AA7471  USGS QUAD   -  WINFIELD SE (1967)
 AA7471
 AA7471                         *CURRENT SURVEY CONTROL
 AA7471  ___________________________________________________________________
 AA7471* NAD 83(1992)-  33 49 18.83514(N)    087 51 51.96089(W)     ADJUSTED  
 AA7471* NAVD 88     -       123.7    (meters)     406.     (feet)  VERTCON   
 AA7471  ___________________________________________________________________
 AA7471  X           -     197,661.847 (meters)                     COMP
 AA7471  Y           -  -5,300,675.507 (meters)                     COMP
 AA7471  Z           -   3,530,105.152 (meters)                     COMP
 AA7471  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA7471  ELLIP HEIGHT-          96.09  (meters)          (07/29/02) GPS OBS
 AA7471  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AA7471
 AA7471  HORZ ORDER  -  FIRST
 AA7471  ELLP ORDER  -  FOURTH    CLASS I
 AA7471
 AA7471.The horizontal coordinates were established by GPS observations
 AA7471.and adjusted by the National Geodetic Survey in August 1995..
 AA7471
 AA7471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7471
 AA7471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7471
 AA7471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7471
 AA7471.The ellipsoidal height was determined by GPS observations
 AA7471.and is referenced to NAD 83.
 AA7471
 AA7471.The geoid height was determined by GEOID03.
 AA7471
 AA7471;                    North         East     Units Scale Factor Converg.
 AA7471;SPC AL W     -   423,824.371   566,263.941   MT  0.99994736   -0 12 10.3
 AA7471;UTM  16      - 3,742,744.647   420,004.052   MT  0.99967889   -0 28 52.3
 AA7471
 AA7471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7471!SPC AL W     -   0.99998492  x   0.99994736  =   0.99993228
 AA7471!UTM  16      -   0.99998492  x   0.99967889  =   0.99966381
 AA7471
 AA7471:                Primary Azimuth Mark                     Grid Az
 AA7471:SPC AL W     -  29 32                                    357 51 02.9
 AA7471:UTM  16      -  29 32                                    358 07 44.9
 AA7471
 AA7471|---------------------------------------------------------------------|
 AA7471| PID    Reference Object                     Distance      Geod. Az  |
 AA7471|                                                           dddmmss.s |
 AA7471| AA7472 29 32                               APPROX. 0.5 KM 3573852.6 |
 AA7471|---------------------------------------------------------------------|
 AA7471
 AA7471                          SUPERSEDED SURVEY CONTROL
 AA7471
 AA7471  ELLIP H (08/28/95)   96.10   (m)                       GP(       ) 4 1
 AA7471  NGVD 29 (08/28/95)  123.7    (m)          406.     (f) GPS OBS        
 AA7471
 AA7471.Superseded values are not recommended for survey control.
 AA7471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7471.See file dsdata.txt to determine how the superseded data were derived.
 AA7471
 AA7471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2000442745(NAD 83)
 AA7471_MARKER: DD = SURVEY DISK
 AA7471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7471_STAMPING: 29-31 1994
 AA7471_MARK LOGO: ALHD  
 AA7471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7471+STABILITY: SURFACE MOTION
 AA7471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7471+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7471
 AA7471  HISTORY     - Date     Condition        Report By
 AA7471  HISTORY     - 1994     MONUMENTED       ALHD
 AA7471
 AA7471                          STATION DESCRIPTION
 AA7471
 AA7471'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7471'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7471'FAYETTE COUNTY ROAD NO. 42, ABOUT 9.50 MI (15.29 KM) SOUTHWEST OF GLEN
 AA7471'ALLEN AND ABOUT 9.65 MI (15.53 KM) NORTH-NORTHWEST OF FAYETTE. TO
 AA7471'REACH THE STATION FROM THE JUNCTION OF ALA 18 AND ALA 96 (MILE POST
 AA7471'29.20 ON ALA 18 AND MILE POST 31.00 ON ALA 96) IN THE WEST SIDE OF
 AA7471'FAYETTE, DRIVE NORTH AND NORTHWEST ON ALA 18 FOR 3.35 MI (5.39 KM) TO
 AA7471'MILE POST 25.85 AND ALA 107 ON THE RIGHT (MILE POST 0.00 ON ALA 107),
 AA7471'TURN RIGHT ON ALA 107 AND DRIVE NORTH FOR 8.35 MI (13.44 KM) TO MILE
 AA7471'POST 8.35 AND FAYETTE COUNTY ROAD NO. 51 ON THE RIGHT, TURN RIGHT ON
 AA7471'FAYETTE COUNTY ROAD NO. 51 AND DRIVE SOUTHEAST FOR 2.25 MI (3.62 KM)
 AA7471'TO FAYETTE COUNTY ROAD NO. 42 ON THE LEFT, TURN LEFT ON FAYETTE COUNTY
 AA7471'ROAD NO. 42 AND DRIVE NORTHEAST AND NORTH FOR 1.05 MI (1.69 KM) TO THE
 AA7471'STATION ON THE RIGHT. THE STATION IS 26.2 FT (8.0 M) EAST OF THE
 AA7471'CENTER OF FAYETTE COUNTY ROAD NO. 42, 105.0 FT (32.0 M) NORTHEAST OF A
 AA7471'POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 2.2 FT (0.7 M) WEST OF A
 AA7471'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 29-32
 AA7471'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7472 ***********************************************************************
 AA7472  DESIGNATION -  29 32
 AA7472  PID         -  AA7472
 AA7472  STATE/COUNTY-  AL/FAYETTE
 AA7472  USGS QUAD   -  WINFIELD SE (1967)
 AA7472
 AA7472                         *CURRENT SURVEY CONTROL
 AA7472  ___________________________________________________________________
 AA7472* NAD 83(1992)-  33 49 35.95566(N)    087 51 52.80347(W)     ADJUSTED  
 AA7472* NAVD 88     -       120.0    (meters)     394.     (feet)  VERTCON   
 AA7472  ___________________________________________________________________
 AA7472  X           -     197,629.139 (meters)                     COMP
 AA7472  Y           -  -5,300,379.820 (meters)                     COMP
 AA7472  Z           -   3,530,541.323 (meters)                     COMP
 AA7472  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AA7472  ELLIP HEIGHT-          92.40  (meters)          (07/29/02) GPS OBS
 AA7472  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AA7472
 AA7472  HORZ ORDER  -  FIRST
 AA7472  ELLP ORDER  -  FOURTH    CLASS I
 AA7472
 AA7472.The horizontal coordinates were established by GPS observations
 AA7472.and adjusted by the National Geodetic Survey in August 1995..
 AA7472
 AA7472.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7472
 AA7472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7472
 AA7472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7472
 AA7472.The ellipsoidal height was determined by GPS observations
 AA7472.and is referenced to NAD 83.
 AA7472
 AA7472.The geoid height was determined by GEOID03.
 AA7472
 AA7472;                    North         East     Units Scale Factor Converg.
 AA7472;SPC AL W     -   424,351.915   566,244.143   MT  0.99994738   -0 12 10.8
 AA7472;UTM  16      - 3,743,272.140   419,986.822   MT  0.99967892   -0 28 52.9
 AA7472
 AA7472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7472!SPC AL W     -   0.99998549  x   0.99994738  =   0.99993288
 AA7472!UTM  16      -   0.99998549  x   0.99967892  =   0.99966442
 AA7472
 AA7472:                Primary Azimuth Mark                     Grid Az
 AA7472:SPC AL W     -  29 31                                    177 51 03.0
 AA7472:UTM  16      -  29 31                                    178 07 45.1
 AA7472
 AA7472|---------------------------------------------------------------------|
 AA7472| PID    Reference Object                     Distance      Geod. Az  |
 AA7472|                                                           dddmmss.s |
 AA7472| AA7471 29 31                               APPROX. 0.5 KM 1773852.2 |
 AA7472|---------------------------------------------------------------------|
 AA7472
 AA7472                          SUPERSEDED SURVEY CONTROL
 AA7472
 AA7472  ELLIP H (08/28/95)   92.41   (m)                       GP(       ) 4 1
 AA7472  NGVD 29 (08/28/95)  120.0    (m)          394.     (f) GPS OBS        
 AA7472
 AA7472.Superseded values are not recommended for survey control.
 AA7472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7472.See file dsdata.txt to determine how the superseded data were derived.
 AA7472
 AA7472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1998743272(NAD 83)
 AA7472_MARKER: DD = SURVEY DISK
 AA7472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7472_STAMPING: 29-32 1994
 AA7472_MARK LOGO: ALHD  
 AA7472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7472+STABILITY: SURFACE MOTION
 AA7472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7472+SATELLITE: SATELLITE OBSERVATIONS - February 20, 2005
 AA7472
 AA7472  HISTORY     - Date     Condition        Report By
 AA7472  HISTORY     - 1994     MONUMENTED       ALHD
 AA7472  HISTORY     - 20030711 GOOD             JCLS
 AA7472  HISTORY     - 20050220 GOOD             MSSU
 AA7472
 AA7472                          STATION DESCRIPTION
 AA7472
 AA7472'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7472'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7472'FAYETTE COUNTY ROAD NO. 42, ABOUT 9.35 MI (15.05 KM) SOUTHWEST OF GLEN
 AA7472'ALLEN AND ABOUT 10.00 MI (16.09 KM) NORTH-NORTHWEST OF FAYETTE. TO
 AA7472'REACH THE STATION FROM THE JUNCTION OF ALA 18 AND ALA 96 (MILE POST
 AA7472'29.20 ON ALA 18 AND MILE POST 31.00 ON ALA 96) IN THE WEST SIDE OF
 AA7472'FAYETTE, DRIVE NORTH AND NORTHWEST ON ALA 18 FOR 3.35 MI (5.39 KM) TO
 AA7472'MILE POST 25.85 AND ALA 107 ON THE RIGHT (MILE POST 0.00 ON ALA 107),
 AA7472'TURN RIGHT ON ALA 107 AND DRIVE NORTH FOR 8.35 MI (13.44 KM) TO MILE
 AA7472'POST 8.35 AND FAYETTE COUNTY ROAD NO. 51 ON THE RIGHT, TURN RIGHT ON
 AA7472'FAYETTE COUNTY ROAD NO. 51 AND DRIVE SOUTHEAST FOR 2.25 MI (3.62 KM)
 AA7472'TO FAYETTE COUNTY ROAD NO. 42 ON THE LEFT, TURN LEFT ON FAYETTE COUNTY
 AA7472'ROAD NO. 42 AND DRIVE NORTHEAST AND NORTH FOR 1.35 MI (2.17 KM) TO THE
 AA7472'STATION ON THE LEFT. THE STATION IS 38.0 FT (11.6 M) WEST OF THE
 AA7472'CENTER OF FAYETTE COUNTY ROAD NO. 42, 111.0 FT (33.8 M) NORTH OF A
 AA7472'POWER POLE, 212.8 FT (64.9 M) SOUTH OF A GAS LINE WARNING SIGN, 260.1
 AA7472'FT (79.3 M) SOUTH OF THE SOUTHWEST CORNER OF A SMALL CONCRETE BRIDGE,
 AA7472'2.1 FT (0.6 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA7472'FLUSH WITH THE GROUND. STATION 29-31 1994 MAY BE USED AS AN AZIMUTH
 AA7472'FOR THIS STATION.
 AA7472
 AA7472                          STATION RECOVERY (2003)
 AA7472
 AA7472'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AA7472'RECOVERED IN GOOD CONDITION.
 AA7472
 AA7472                          STATION RECOVERY (2005)
 AA7472
 AA7472'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2005 (BH)
 AA7472'MARK FOUND APPROXIMATELY SIX INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7473 ***********************************************************************
 AA7473  DESIGNATION -  29 33
 AA7473  PID         -  AA7473
 AA7473  STATE/COUNTY-  AL/FAYETTE
 AA7473  USGS QUAD   -  WINFIELD (1983)
 AA7473
 AA7473                         *CURRENT SURVEY CONTROL
 AA7473  ___________________________________________________________________
 AA7473* NAD 83(1992)-  33 54 16.47532(N)    087 51 35.64503(W)     ADJUSTED  
 AA7473* NAVD 88     -       161.5    (meters)     530.     (feet)  VERTCON   
 AA7473  ___________________________________________________________________
 AA7473  X           -     197,891.489 (meters)                     COMP
 AA7473  Y           -  -5,295,584.836 (meters)                     COMP
 AA7473  Z           -   3,537,741.441 (meters)                     COMP
 AA7473  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AA7473  ELLIP HEIGHT-         134.04  (meters)          (07/29/02) GPS OBS
 AA7473  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA7473
 AA7473  HORZ ORDER  -  FIRST
 AA7473  ELLP ORDER  -  FOURTH    CLASS I
 AA7473
 AA7473.The horizontal coordinates were established by GPS observations
 AA7473.and adjusted by the National Geodetic Survey in August 1995..
 AA7473
 AA7473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7473
 AA7473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7473
 AA7473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7473
 AA7473.The ellipsoidal height was determined by GPS observations
 AA7473.and is referenced to NAD 83.
 AA7473
 AA7473.The geoid height was determined by GEOID03.
 AA7473
 AA7473;                    North         East     Units Scale Factor Converg.
 AA7473;SPC AL W     -   432,992.970   566,715.589   MT  0.99994699   -0 12 02.7
 AA7473;UTM  16      - 3,751,908.478   420,500.149   MT  0.99967791   -0 28 46.9
 AA7473
 AA7473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7473!SPC AL W     -   0.99997896  x   0.99994699  =   0.99992595
 AA7473!UTM  16      -   0.99997896  x   0.99967791  =   0.99965687
 AA7473
 AA7473:                Primary Azimuth Mark                     Grid Az
 AA7473:SPC AL W     -  29 34                                    100 33 28.1
 AA7473:UTM  16      -  29 34                                    100 50 12.3
 AA7473
 AA7473|---------------------------------------------------------------------|
 AA7473| PID    Reference Object                     Distance      Geod. Az  |
 AA7473|                                                           dddmmss.s |
 AA7473| AA7474 29 34                               478.822 METERS 1002125.4 |
 AA7473|---------------------------------------------------------------------|
 AA7473
 AA7473                          SUPERSEDED SURVEY CONTROL
 AA7473
 AA7473  NGVD 29 (08/28/95)  161.4    (m)          530.     (f) GPS OBS        
 AA7473
 AA7473.Superseded values are not recommended for survey control.
 AA7473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7473.See file dsdata.txt to determine how the superseded data were derived.
 AA7473
 AA7473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2050051908(NAD 83)
 AA7473_MARKER: DD = SURVEY DISK
 AA7473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7473_STAMPING: 29-33 1994
 AA7473_MARK LOGO: ALHD  
 AA7473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7473+STABILITY: SURFACE MOTION
 AA7473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7473+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7473
 AA7473  HISTORY     - Date     Condition        Report By
 AA7473  HISTORY     - 1994     MONUMENTED       ALHD
 AA7473
 AA7473                          STATION DESCRIPTION
 AA7473
 AA7473'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7473'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7473'PAVED COUNTY ROAD, ABOUT 6.90 MI (11.10 KM) WEST-SOUTHWEST OF GLEN
 AA7473'ALLEN AND ABOUT 15.30 MI (24.62 KM) NORTH-NORTHWEST OF FAYETTE. TO
 AA7473'REACH THE STATION FROM THE JUNCTION OF ALA 18 AND ALA 96 (MILE POST
 AA7473'29.20 ON ALA 18 AND MILE POST 31.00 ON ALA 96) IN THE WEST SIDE OF
 AA7473'FAYETTE, DRIVE NORTH AND NORTHWEST ON ALA 18 FOR 3.35 MI (5.39 KM) TO
 AA7473'MILE POST 25.85 AND ALA 107 ON THE RIGHT (MILE POST 0.00 ON ALA 107),
 AA7473'TURN RIGHT ON ALA 107 AND DRIVE NORTH FOR 12.30 MI (19.79 KM) TO MILE
 AA7473'POST 12.30 AND FAYETTE COUNTY ROAD NO. 36 LEFT AND RIGHT AT A FOUR WAY
 AA7473'STOP, TURN RIGHT ON FAYETTE COUNTY ROAD NO. 36 AND DRIVE NORTHEAST FOR
 AA7473'3.10 MI (4.99 KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE
 AA7473'PAVED COUNTY ROAD AND DRIVE EAST FOR 0.30 MI (0.48 KM) TO THE STATION
 AA7473'ON THE RIGHT. THE STATION IS 1.8 FT (0.5 M) SOUTH OF A FOUR STRAND
 AA7473'BARBED WIRE FENCE ON TREATED WOOD POSTS, 14.0 FT (4.3 M)
 AA7473'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE FENCE, 21.7 FT (6.6 M)
 AA7473'NORTH OF THE CENTER OF A PAVED COUNTY ROAD, 62.7 FT (19.1 M) WEST OF
 AA7473'THE WEST ONE OF TWO CONNECTED CROSS TIE POSTS IN THE FENCE LINE, 71.0
 AA7473'FT (21.6 M) NORTHEAST OF A BLACK MAIL BOX SHANE - ROBIN HUGHES ON A
 AA7473'FOUR BY SIX-INCH REDWOOD POST, 86.0 FT (26.2 M) EAST OF THE CENTER OF
 AA7473'A GRAVEL DRIVEWAY, 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST,
 AA7473'AND SET FLUSH WITH THE GROUND. STATION 29-34 1994 MAY BE USED AS AN
 AA7473'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7474 ***********************************************************************
 AA7474  DESIGNATION -  29 34
 AA7474  PID         -  AA7474
 AA7474  STATE/COUNTY-  AL/FAYETTE
 AA7474  USGS QUAD   -  WINFIELD (1983)
 AA7474
 AA7474                         *CURRENT SURVEY CONTROL
 AA7474  ___________________________________________________________________
 AA7474* NAD 83(1992)-  33 54 13.68105(N)    087 51 17.31121(W)     ADJUSTED  
 AA7474* NAVD 88     -       157.5    (meters)     517.     (feet)  VERTCON   
 AA7474  ___________________________________________________________________
 AA7474  X           -     198,363.860 (meters)                     COMP
 AA7474  Y           -  -5,295,611.924 (meters)                     COMP
 AA7474  Z           -   3,537,667.769 (meters)                     COMP
 AA7474  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AA7474  ELLIP HEIGHT-         130.07  (meters)          (07/29/02) GPS OBS
 AA7474  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA7474
 AA7474  HORZ ORDER  -  FIRST
 AA7474  ELLP ORDER  -  FOURTH    CLASS I
 AA7474
 AA7474.The horizontal coordinates were established by GPS observations
 AA7474.and adjusted by the National Geodetic Survey in August 1995..
 AA7474
 AA7474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7474
 AA7474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7474
 AA7474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7474
 AA7474.The ellipsoidal height was determined by GPS observations
 AA7474.and is referenced to NAD 83.
 AA7474
 AA7474.The geoid height was determined by GEOID03.
 AA7474
 AA7474;                    North         East     Units Scale Factor Converg.
 AA7474;SPC AL W     -   432,905.241   567,186.280   MT  0.99994660   -0 11 52.5
 AA7474;UTM  16      - 3,751,818.483   420,970.280   MT  0.99967699   -0 28 36.6
 AA7474
 AA7474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7474!SPC AL W     -   0.99997958  x   0.99994660  =   0.99992618
 AA7474!UTM  16      -   0.99997958  x   0.99967699  =   0.99965658
 AA7474
 AA7474:                Primary Azimuth Mark                     Grid Az
 AA7474:SPC AL W     -  29 33                                    280 33 28.1
 AA7474:UTM  16      -  29 33                                    280 50 12.2
 AA7474
 AA7474|---------------------------------------------------------------------|
 AA7474| PID    Reference Object                     Distance      Geod. Az  |
 AA7474|                                                           dddmmss.s |
 AA7474| AA7473 29 33                               478.822 METERS 2802135.6 |
 AA7474|---------------------------------------------------------------------|
 AA7474
 AA7474                          SUPERSEDED SURVEY CONTROL
 AA7474
 AA7474  ELLIP H (08/28/95)  130.08   (m)                       GP(       ) 4 1
 AA7474  NGVD 29 (08/28/95)  157.5    (m)          517.     (f) GPS OBS        
 AA7474
 AA7474.Superseded values are not recommended for survey control.
 AA7474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7474.See file dsdata.txt to determine how the superseded data were derived.
 AA7474
 AA7474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2097051818(NAD 83)
 AA7474_MARKER: DD = SURVEY DISK
 AA7474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7474_STAMPING: 29-34 1994
 AA7474_MARK LOGO: ALHD  
 AA7474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7474+STABILITY: SURFACE MOTION
 AA7474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7474+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7474
 AA7474  HISTORY     - Date     Condition        Report By
 AA7474  HISTORY     - 1994     MONUMENTED       ALHD
 AA7474
 AA7474                          STATION DESCRIPTION
 AA7474
 AA7474'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7474'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7474'FAYETTE COUNTY ROAD NO. 36, ABOUT 6.55 MI (10.54 KM) WEST-SOUTHWEST OF
 AA7474'GLEN ALLEN AND ABOUT 15.10 MI (24.30 KM) NORTH-NORTHWEST OF FAYETTE.
 AA7474'TO REACH THE STATION FROM THE JUNCTION OF ALA 18 AND ALA 96 (MILE POST
 AA7474'29.20 ON ALA 18 AND MILE POST 31.00 ON ALA 96) IN THE WEST SIDE OF
 AA7474'FAYETTE, DRIVE NORTH AND NORTHWEST ON ALA 18 FOR 3.35 MI (5.39 KM) TO
 AA7474'MILE POST 25.85 AND ALA 107 ON THE RIGHT (MILE POST 0.00 ON ALA 107),
 AA7474'TURN RIGHT ON ALA 107 AND DRIVE NORTH FOR 12.30 MI (19.79 KM) TO MILE
 AA7474'POST 12.30 AND FAYETTE COUNTY ROAD NO. 36 LEFT AND RIGHT AT A FOUR WAY
 AA7474'STOP, TURN RIGHT ON FAYETTE COUNTY ROAD NO. 36 AND DRIVE NORTHEAST FOR
 AA7474'3.05 MI (4.91 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT
 AA7474'(0.9 M) WEST OF A HOG WIRE FENCE WITH THREE STRANDS OF BARBED WIRE ON
 AA7474'TREATED WOOD POSTS, 36.3 FT (11.1 M) EAST OF THE CENTERLINE OF FAYETTE
 AA7474'COUNTY ROAD NO. 36, 48.2 FT (14.7 M) NORTH OF THE NORTH ONE OF TWO
 AA7474'CONNECTED WOOD POSTS IN THE FENCE LINE, 3.2 FT (1.0 M) WEST OF A
 AA7474'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 29-33
 AA7474'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7475 ***********************************************************************
 AA7475  DESIGNATION -  29 35
 AA7475  PID         -  AA7475
 AA7475  STATE/COUNTY-  AL/FAYETTE
 AA7475  USGS QUAD   -  GLEN ALLEN (1983)
 AA7475
 AA7475                         *CURRENT SURVEY CONTROL
 AA7475  ___________________________________________________________________
 AA7475* NAD 83(1992)-  33 53 42.21395(N)    087 42 59.93560(W)     ADJUSTED  
 AA7475* NAVD 88     -       179.5    (meters)     589.     (feet)  VERTCON   
 AA7475  ___________________________________________________________________
 AA7475  X           -     211,155.091 (meters)                     COMP
 AA7475  Y           -  -5,295,676.799 (meters)                     COMP
 AA7475  Z           -   3,536,875.296 (meters)                     COMP
 AA7475  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AA7475  ELLIP HEIGHT-         152.09  (meters)          (07/29/02) GPS OBS
 AA7475  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AA7475
 AA7475  HORZ ORDER  -  FIRST
 AA7475  ELLP ORDER  -  FOURTH    CLASS I
 AA7475
 AA7475.The horizontal coordinates were established by GPS observations
 AA7475.and adjusted by the National Geodetic Survey in August 1995..
 AA7475
 AA7475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7475
 AA7475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7475
 AA7475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7475
 AA7475.The ellipsoidal height was determined by GPS observations
 AA7475.and is referenced to NAD 83.
 AA7475
 AA7475.The geoid height was determined by GEOID03.
 AA7475
 AA7475;                    North         East     Units Scale Factor Converg.
 AA7475;SPC AL W     -   431,900.219   579,961.688   MT  0.99993828   -0 07 15.0
 AA7475;UTM  16      - 3,750,751.584   433,737.108   MT  0.99965413   -0 23 58.8
 AA7475
 AA7475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7475!SPC AL W     -   0.99997612  x   0.99993828  =   0.99991441
 AA7475!UTM  16      -   0.99997612  x   0.99965413  =   0.99963026
 AA7475
 AA7475                          SUPERSEDED SURVEY CONTROL
 AA7475
 AA7475  ELLIP H (08/28/95)  152.10   (m)                       GP(       ) 4 1
 AA7475  NGVD 29 (08/28/95)  179.5    (m)          589.     (f) GPS OBS        
 AA7475
 AA7475.Superseded values are not recommended for survey control.
 AA7475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7475.See file dsdata.txt to determine how the superseded data were derived.
 AA7475
 AA7475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3373750752(NAD 83)
 AA7475_MARKER: DD = SURVEY DISK
 AA7475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7475_STAMPING: 29-35 1994
 AA7475_MARK LOGO: ALHD  
 AA7475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7475+STABILITY: SURFACE MOTION
 AA7475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7475+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 AA7475
 AA7475  HISTORY     - Date     Condition        Report By
 AA7475  HISTORY     - 1994     MONUMENTED       ALHD
 AA7475  HISTORY     - 20030123 GOOD             ALHD
 AA7475
 AA7475                          STATION DESCRIPTION
 AA7475
 AA7475'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7475'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA7475'OF FAYETTE COUNTY ROAD NO. 73, ABOUT 1.90 MI (3.06 KM) SOUTHEAST OF
 AA7475'GLEN ALLEN AND ABOUT 15.80 MI (25.43 KM) NORTH-NORTHEAST OF FAYETTE.
 AA7475'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, ALA 171, AND ALA
 AA7475'129 (MILE POST 0.00 ON ALA 129 AND MILE POST 40.75 ON U.S. 43 AND ALA
 AA7475'171) ABOUT 4.9 MI (7.9 KM) NORTH OF FAYETTE, DRIVE NORTHEAST AND NORTH
 AA7475'ON ALA 129 FOR 13.60 MI (21.89 KM) TO MILE POST 13.60 AND FAYETTE
 AA7475'COUNTY ROAD NO. 73 LEFT AND RIGHT IN GLEN ALLEN, TURN RIGHT ON FAYETTE
 AA7475'COUNTY ROAD NO. 73 AND DRIVE SOUTHEAST FOR 2.00 MI (3.22 KM) TO THE
 AA7475'STATION ON THE RIGHT. THE STATION IS 38.6 FT (11.8 M) SOUTHWEST OF THE
 AA7475'CENTERLINE OF FAYETTE COUNTY ROAD NO. 73, 113.0 FT (34.4 M) SOUTH OF
 AA7475'AN ANGLE POWER POLE WITH TWO GUY WIRES ACROSS THE ROAD, 116.5 FT (35.5
 AA7475'M) SOUTHEAST OF THE NORTHEAST CORNER OF A HAY SHED, 140.4 FT (42.8 M)
 AA7475'NORTHWEST OF A JUNCTION AND ANGLE POWER POLE WITH THREE GUY WIRES,
 AA7475'144.5 FT (44.0 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 138 25,
 AA7475'2.1 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7475'WITH THE GROUND. STATION 29-36 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7475'STATION.
 AA7475
 AA7475                          STATION RECOVERY (2003)
 AA7475
 AA7475'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 AA7475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7476 ***********************************************************************
 AA7476  DESIGNATION -  29 36
 AA7476  PID         -  AA7476
 AA7476  STATE/COUNTY-  AL/FAYETTE
 AA7476  USGS QUAD   -  GLEN ALLEN (1983)
 AA7476
 AA7476                         *CURRENT SURVEY CONTROL
 AA7476  ___________________________________________________________________
 AA7476* NAD 83(1992)-  33 53 28.12065(N)    087 42 43.76651(W)     ADJUSTED  
 AA7476* NAVD 88     -       170.1    (meters)     558.     (feet)  VERTCON   
 AA7476  ___________________________________________________________________
 AA7476  X           -     211,579.572 (meters)                     COMP
 AA7476  Y           -  -5,295,894.353 (meters)                     COMP
 AA7476  Z           -   3,536,509.570 (meters)                     COMP
 AA7476  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AA7476  ELLIP HEIGHT-         142.64  (meters)          (07/29/02) GPS OBS
 AA7476  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AA7476
 AA7476  HORZ ORDER  -  FIRST
 AA7476  ELLP ORDER  -  FOURTH    CLASS I
 AA7476
 AA7476.The horizontal coordinates were established by GPS observations
 AA7476.and adjusted by the National Geodetic Survey in August 1995..
 AA7476
 AA7476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7476
 AA7476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7476
 AA7476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7476
 AA7476.The ellipsoidal height was determined by GPS observations
 AA7476.and is referenced to NAD 83.
 AA7476
 AA7476.The geoid height was determined by GEOID03.
 AA7476
 AA7476;                    North         East     Units Scale Factor Converg.
 AA7476;SPC AL W     -   431,465.148   580,376.212   MT  0.99993808   -0 07 05.9
 AA7476;UTM  16      - 3,750,314.625   434,149.394   MT  0.99965345   -0 23 49.7
 AA7476
 AA7476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7476!SPC AL W     -   0.99997761  x   0.99993808  =   0.99991569
 AA7476!UTM  16      -   0.99997761  x   0.99965345  =   0.99963107
 AA7476
 AA7476                          SUPERSEDED SURVEY CONTROL
 AA7476
 AA7476  ELLIP H (08/28/95)  142.66   (m)                       GP(       ) 4 1
 AA7476  NGVD 29 (08/28/95)  170.0    (m)          558.     (f) GPS OBS        
 AA7476
 AA7476.Superseded values are not recommended for survey control.
 AA7476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7476.See file dsdata.txt to determine how the superseded data were derived.
 AA7476
 AA7476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3414950315(NAD 83)
 AA7476_MARKER: DD = SURVEY DISK
 AA7476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7476_STAMPING: 29-36 1994
 AA7476_MARK LOGO: ALHD  
 AA7476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7476+STABILITY: SURFACE MOTION
 AA7476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7476+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7476
 AA7476  HISTORY     - Date     Condition        Report By
 AA7476  HISTORY     - 1994     MONUMENTED       ALHD
 AA7476
 AA7476                          STATION DESCRIPTION
 AA7476
 AA7476'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7476'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA7476'OF FAYETTE COUNTY ROAD NO. 73, ABOUT 2.25 MI (3.62 KM) SOUTHEAST OF
 AA7476'GLEN ALLEN AND ABOUT 15.70 MI (25.27 KM) NORTH-NORTHEAST OF FAYETTE.
 AA7476'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, ALA 171, AND ALA
 AA7476'129 (MILE POST 0.00 ON ALA 129 AND MILE POST 40.75 ON U.S. 43 AND ALA
 AA7476'171) ABOUT 4.9 MI (7.9 KM) NORTH OF FAYETTE, DRIVE NORTHEAST AND NORTH
 AA7476'ON ALA 129 FOR 13.60 MI (21.89 KM) TO MILE POST 13.60 AND FAYETTE
 AA7476'COUNTY ROAD NO. 73 LEFT AND RIGHT IN GLEN ALLEN, TURN RIGHT ON FAYETTE
 AA7476'COUNTY ROAD NO. 73 AND DRIVE SOUTHEAST FOR 2.35 MI (3.78 KM) TO THE
 AA7476'STATION ON THE LEFT. THE STATION IS 33.1 FT (10.1 M) NORTHEAST OF THE
 AA7476'CENTERLINE OF FAYETTE COUNTY ROAD NO. 73, 142.7 FT (43.5 M)
 AA7476'EAST-SOUTHEAST OF A POWER POLE ACROSS THE ROAD, 2.3 FT (0.7 M)
 AA7476'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7476'STATION 29-35 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2833 ***********************************************************************
 DH2833  DESIGNATION -  29 4
 DH2833  PID         -  DH2833
 DH2833  STATE/COUNTY-  AL/FAYETTE
 DH2833  USGS QUAD   -  NEWTONVILLE (1967)
 DH2833
 DH2833                         *CURRENT SURVEY CONTROL
 DH2833  ___________________________________________________________________
 DH2833* NAD 83(1992)-  33 36 50.19875(N)    087 51 16.74962(W)     ADJUSTED  
 DH2833* NAVD 88     -       180.3    (meters)     592.     (feet)  VERTCON   
 DH2833  ___________________________________________________________________
 DH2833  X           -     199,047.783 (meters)                     COMP
 DH2833  Y           -  -5,313,483.495 (meters)                     COMP
 DH2833  Z           -   3,510,950.281 (meters)                     COMP
 DH2833  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DH2833  ELLIP HEIGHT-         152.19  (meters)          (07/29/02) GPS OBS
 DH2833  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DH2833
 DH2833  HORZ ORDER  -  FIRST
 DH2833  ELLP ORDER  -  FOURTH    CLASS I
 DH2833
 DH2833.The horizontal coordinates were established by GPS observations
 DH2833.and adjusted by the National Geodetic Survey in December 1992..
 DH2833
 DH2833.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2833
 DH2833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2833
 DH2833.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2833
 DH2833.The ellipsoidal height was determined by GPS observations
 DH2833.and is referenced to NAD 83.
 DH2833
 DH2833.The geoid height was determined by GEOID03.
 DH2833
 DH2833;                    North         East     Units Scale Factor Converg.
 DH2833;SPC AL W     -   400,756.817   567,090.125   MT  0.99994668   -0 11 46.8
 DH2833;UTM  16      - 3,719,679.564   420,718.282   MT  0.99967749   -0 28 23.4
 DH2833
 DH2833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2833!SPC AL W     -   0.99997611  x   0.99994668  =   0.99992279
 DH2833!UTM  16      -   0.99997611  x   0.99967749  =   0.99965361
 DH2833
 DH2833|---------------------------------------------------------------------|
 DH2833| PID    Reference Object                     Distance      Geod. Az  |
 DH2833|                                                           dddmmss.s |
 DH2833| DH2832 29 3                                374.203 METERS 22731     |
 DH2833|---------------------------------------------------------------------|
 DH2833
 DH2833                          SUPERSEDED SURVEY CONTROL
 DH2833
 DH2833  ELLIP H (12/04/92)  152.24   (m)                       GP(       ) 4 1
 DH2833  NAD 83(1986)-  33 36 50.20380(N)    087 51 16.74867(W) AD(       ) 1
 DH2833  NGVD 29 (12/04/92)  180.2    (m)          591.     (f) GPS OBS        
 DH2833
 DH2833.Superseded values are not recommended for survey control.
 DH2833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2833.See file dsdata.txt to determine how the superseded data were derived.
 DH2833
 DH2833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2071819680(NAD 83)
 DH2833_MARKER: DD = SURVEY DISK
 DH2833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2833_SP_SET: CONCRETE POST
 DH2833_STAMPING: 29-4 1991
 DH2833_MARK LOGO: ALHD  
 DH2833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2833+STABILITY: SURFACE MOTION
 DH2833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2833+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1992
 DH2833
 DH2833  HISTORY     - Date     Condition        Report By
 DH2833  HISTORY     - 1991     MONUMENTED       ALHD
 DH2833  HISTORY     - 19920310 GOOD
 DH2833
 DH2833                          STATION DESCRIPTION
 DH2833
 DH2833'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2833'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTH RIGHT OF WAY OF
 DH2833'A PAVED COUNTY ROAD, ABOUT 5.00 MI (8.05 KM) SOUTH-SOUTHWEST OF
 DH2833'FAYETTE AND ABOUT 4.90 MI (7.89 KM) EAST-SOUTHEAST OF BELK.
 DH2833'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, ALA 18, ALA 96 AND
 DH2833'ALA 171 (MILE POST 35.80 ON ALA 171) IN FAYETTE, DRIVE SOUTH ON ALA
 DH2833'171 FOR 0.80 MI (1.29 KM) TO A REVERSE Y-INTERSECTION, BEAR LEFT ON
 DH2833'ALA 171 AND DRIVE SOUTH FOR 0.35 MI (0.56 KM) TO ALA 159 ON THE
 DH2833'RIGHT, TURN RIGHT ON ALA 159 AND DRIVE SOUTH FOR 4.15 MI (6.68 KM) TO
 DH2833'MILE POST 25.90 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE
 DH2833'PAVED COUNTY ROAD AND DRIVE EAST FOR 0.05 MI (0.08 KM) TO THE STATION
 DH2833'ON THE LEFT.
 DH2833'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF AN OLD GRAVEL PIT,
 DH2833'27.0 FT (8.2 M) NORTH-NORTHEAST OF THE CENTER OF THE PAVED COUNTY
 DH2833'ROAD, 69.2 FT (21.1 M) SOUTH-SOUTHWEST OF POWER POLE NO. G 3415 50
 DH2833'WITH CIRCUIT BREAKERS IN THE OLD GRAVEL PIT, 119.0 FT (36.3 M)
 DH2833'NORTH-NORTHWEST OF THE CENTER OF ANOTHER PAVED COUNTY ROAD, 140.9 FT
 DH2833'(42.9 M) NORTHWEST OF THE NORTH END OF A PALESTINE BAPTIST CHURCH
 DH2833'SIGN, 1.8 FT (0.5 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND
 DH2833'SET FLUSH WITH THE GROUND.
 DH2833'STATION 29-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2833
 DH2833                          STATION RECOVERY (1992)
 DH2833
 DH2833'RECOVERED 1992
 DH2833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2834 ***********************************************************************
 DH2834  DESIGNATION -  29 5
 DH2834  PID         -  DH2834
 DH2834  STATE/COUNTY-  AL/FAYETTE
 DH2834  USGS QUAD   -  BERRY (1983)
 DH2834
 DH2834                         *CURRENT SURVEY CONTROL
 DH2834  ___________________________________________________________________
 DH2834* NAD 83(1992)-  33 40 27.96204(N)    087 36 50.26723(W)     ADJUSTED  
 DH2834* NAVD 88     -       133.6    (meters)     438.     (feet)  VERTCON   
 DH2834  ___________________________________________________________________
 DH2834  X           -     221,210.607 (meters)                     COMP
 DH2834  Y           -  -5,308,847.732 (meters)                     COMP
 DH2834  Z           -   3,516,510.061 (meters)                     COMP
 DH2834  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DH2834  ELLIP HEIGHT-         105.67  (meters)          (07/29/02) GPS OBS
 DH2834  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DH2834
 DH2834  HORZ ORDER  -  FIRST
 DH2834  ELLP ORDER  -  FOURTH    CLASS I
 DH2834
 DH2834.The horizontal coordinates were established by GPS observations
 DH2834.and adjusted by the National Geodetic Survey in December 1992..
 DH2834
 DH2834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2834
 DH2834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2834
 DH2834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2834
 DH2834.The ellipsoidal height was determined by GPS observations
 DH2834.and is referenced to NAD 83.
 DH2834
 DH2834.The geoid height was determined by GEOID03.
 DH2834
 DH2834;                    North         East     Units Scale Factor Converg.
 DH2834;SPC AL W     -   407,415.096   589,432.248   MT  0.99993471   -0 03 47.5
 DH2834;UTM  16      - 3,726,227.892   443,086.027   MT  0.99963993   -0 20 25.6
 DH2834
 DH2834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2834!SPC AL W     -   0.99998341  x   0.99993471  =   0.99991812
 DH2834!UTM  16      -   0.99998341  x   0.99963993  =   0.99962335
 DH2834
 DH2834|---------------------------------------------------------------------|
 DH2834| PID    Reference Object                     Distance      Geod. Az  |
 DH2834|                                                           dddmmss.s |
 DH2834| DH2835 29 6                                345.088 METERS 10626     |
 DH2834|---------------------------------------------------------------------|
 DH2834
 DH2834                          SUPERSEDED SURVEY CONTROL
 DH2834
 DH2834  ELLIP H (12/04/92)  105.72   (m)                       GP(       ) 4 1
 DH2834  NAD 83(1986)-  33 40 27.96708(N)    087 36 50.26606(W) AD(       ) 1
 DH2834  NGVD 29 (12/04/92)  133.6    (m)          438.     (f) GPS OBS        
 DH2834
 DH2834.Superseded values are not recommended for survey control.
 DH2834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2834.See file dsdata.txt to determine how the superseded data were derived.
 DH2834
 DH2834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4308626228(NAD 83)
 DH2834_MARKER: DD = SURVEY DISK
 DH2834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2834_SP_SET: CONCRETE POST
 DH2834_STAMPING: 29-5 1991
 DH2834_MARK LOGO: ALHD  
 DH2834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2834+STABILITY: SURFACE MOTION
 DH2834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2834+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1992
 DH2834
 DH2834  HISTORY     - Date     Condition        Report By
 DH2834  HISTORY     - 1991     MONUMENTED       ALHD
 DH2834  HISTORY     - 19920302 GOOD
 DH2834
 DH2834                          STATION DESCRIPTION
 DH2834
 DH2834'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2834'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTH RIGHT OF WAY OF
 DH2834'FAYETTE COUNTY ROAD NO. 30, ABOUT 1.30 MI (2.09 KM) NORTHWEST OF
 DH2834'BERRY AND ABOUT 12.30 MI (19.79 KM) EAST OF FAYETTE.
 DH2834'TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 13 (MILE
 DH2834'POST 254.15 ON ALA 13) IN ELDRIDGE, DRIVE SOUTH ON ALA 13 FOR 8.85 MI
 DH2834'(14.24 KM) TO MILE POST 245.30 AND ALA 102 LEFT AND RIGHT AT A FOUR
 DH2834'WAY STOP, CONTINUE SOUTH ON ALA 13 FOR 7.60 MI (12.23 KM) TO MILE
 DH2834'POST 237.70 AND FAYETTE COUNTY ROAD NO. 30 ON THE LEFT, TURN LEFT ON
 DH2834'FAYETTE COUNTY ROAD NO. 30 AND DRIVE SOUTHEAST FOR 2.65 MI (4.26 KM)
 DH2834'TO THE STATION ON THE LEFT.
 DH2834'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH ONE
 DH2834'STRAND OF BARBED WIRE ON RED TOP STEEL POSTS, 27.0 FT (8.2 M) NORTH
 DH2834'OF THE CENTER OF FAYETTE COUNTY ROAD NO. 30, 83.8 FT (25.5 M) EAST OF
 DH2834'THE EAST ONE OF THREE CONNECTED WOOD POSTS IN THE FENCE LINE, 87.0 FT
 DH2834'(26.5 M) NORTHEAST OF A POWER AND CABLE POLE ACROSS THE ROAD, 104.0
 DH2834'FT (31.7 M) WEST OF THE WEST ONE OF THREE CONNECTED WOOD POSTS IN THE
 DH2834'FENCE LINE, 2.8 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 DH2834'FLUSH WITH THE GROUND.
 DH2834'STATION 29-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2834
 DH2834                          STATION RECOVERY (1992)
 DH2834
 DH2834'RECOVERED 1992
 DH2834'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2835 ***********************************************************************
 DH2835  DESIGNATION -  29 6
 DH2835  PID         -  DH2835
 DH2835  STATE/COUNTY-  AL/FAYETTE
 DH2835  USGS QUAD   -  BERRY (1983)
 DH2835
 DH2835                         *CURRENT SURVEY CONTROL
 DH2835  ___________________________________________________________________
 DH2835* NAD 83(1992)-  33 40 24.79454(N)    087 36 37.41783(W)     ADJUSTED  
 DH2835* NAVD 88     -       138.7    (meters)     455.     (feet)  VERTCON   
 DH2835  ___________________________________________________________________
 DH2835  X           -     221,543.759 (meters)                     COMP
 DH2835  Y           -  -5,308,892.272 (meters)                     COMP
 DH2835  Z           -   3,516,431.689 (meters)                     COMP
 DH2835  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DH2835  ELLIP HEIGHT-         110.80  (meters)          (07/29/02) GPS OBS
 DH2835  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 DH2835
 DH2835  HORZ ORDER  -  FIRST
 DH2835  ELLP ORDER  -  FOURTH    CLASS I
 DH2835
 DH2835.The horizontal coordinates were established by GPS observations
 DH2835.and adjusted by the National Geodetic Survey in December 1992..
 DH2835
 DH2835.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2835
 DH2835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2835
 DH2835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2835
 DH2835.The ellipsoidal height was determined by GPS observations
 DH2835.and is referenced to NAD 83.
 DH2835
 DH2835.The geoid height was determined by GEOID03.
 DH2835
 DH2835;                    North         East     Units Scale Factor Converg.
 DH2835;SPC AL W     -   407,317.152   589,763.121   MT  0.99993462   -0 03 40.4
 DH2835;UTM  16      - 3,726,128.377   443,416.325   MT  0.99963947   -0 20 18.4
 DH2835
 DH2835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2835!SPC AL W     -   0.99998261  x   0.99993462  =   0.99991723
 DH2835!UTM  16      -   0.99998261  x   0.99963947  =   0.99962208
 DH2835
 DH2835|---------------------------------------------------------------------|
 DH2835| PID    Reference Object                     Distance      Geod. Az  |
 DH2835|                                                           dddmmss.s |
 DH2835| DH2834 29 5                                345.088 METERS 28626     |
 DH2835|---------------------------------------------------------------------|
 DH2835
 DH2835                          SUPERSEDED SURVEY CONTROL
 DH2835
 DH2835  ELLIP H (12/04/92)  110.85   (m)                       GP(       ) 4 1
 DH2835  NAD 83(1986)-  33 40 24.79959(N)    087 36 37.41664(W) AD(       ) 1
 DH2835  NGVD 29 (12/04/92)  138.7    (m)          455.     (f) GPS OBS        
 DH2835
 DH2835.Superseded values are not recommended for survey control.
 DH2835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2835.See file dsdata.txt to determine how the superseded data were derived.
 DH2835
 DH2835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4341626128(NAD 83)
 DH2835_MARKER: DD = SURVEY DISK
 DH2835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2835_SP_SET: CONCRETE POST
 DH2835_STAMPING: 29-6 1991
 DH2835_MARK LOGO: ALHD  
 DH2835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2835+STABILITY: SURFACE MOTION
 DH2835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2835+SATELLITE: SATELLITE OBSERVATIONS - March 02, 1992
 DH2835
 DH2835  HISTORY     - Date     Condition        Report By
 DH2835  HISTORY     - 1991     MONUMENTED       ALHD
 DH2835  HISTORY     - 19920302 GOOD
 DH2835
 DH2835                          STATION DESCRIPTION
 DH2835
 DH2835'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2835'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE WEST RIGHT OF WAY OF A
 DH2835'PAVED COUNTY ROAD, ABOUT 1.10 MI (1.77 KM) NORTHWEST OF BERRY AND
 DH2835'ABOUT 12.50 MI (20.12 KM) EAST OF FAYETTE.
 DH2835'TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 13 (MILE
 DH2835'POST 254.15 ON ALA 13) IN ELDRIDGE, DRIVE SOUTH ON ALA 13 FOR 8.85 MI
 DH2835'(14.24 KM) TO MILE POST 245.30 AND ALA 102 LEFT AND RIGHT AT A FOUR
 DH2835'WAY STOP, CONTINUE SOUTH ON ALA 13 FOR 7.60 MI (12.23 KM) TO MILE
 DH2835'POST 237.70 AND FAYETTE COUNTY ROAD NO. 30 ON THE LEFT, TURN LEFT ON
 DH2835'FAYETTE COUNTY ROAD NO. 30 AND DRIVE SOUTHEAST FOR 2.85 MI (4.59 KM)
 DH2835'TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY
 DH2835'ROAD AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 DH2835'RIGHT.
 DH2835'THE STATION IS 3.0 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH ONE STRAND
 DH2835'OF BARBED WIRE ON RED TOP STEEL POSTS, 15.0 FT (4.6 M) WEST OF THE
 DH2835'CENTER OF THE PAVED COUNTY ROAD, 69.4 FT (21.2 M) NORTH OF THE NORTH
 DH2835'ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 71.8 FT (21.9 M)
 DH2835'SOUTH OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE,
 DH2835'184.6 FT (56.3 M) NORTH OF A POWER POLE IN A SINGLE LINE ALONG THE
 DH2835'NORTH SIDE OF A TWO POLE HIGH VOLTAGE POWER LINE, 3.2 FT (1.0 M) EAST
 DH2835'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2835'STATION 29-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2835
 DH2835                          STATION RECOVERY (1992)
 DH2835
 DH2835'RECOVERED 1992
 DH2835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7447 ***********************************************************************
 AA7447  DESIGNATION -  29 7
 AA7447  PID         -  AA7447
 AA7447  STATE/COUNTY-  AL/FAYETTE
 AA7447  USGS QUAD   -  OAKMAN (1981)
 AA7447
 AA7447                         *CURRENT SURVEY CONTROL
 AA7447  ___________________________________________________________________
 AA7447* NAD 83(1992)-  33 37 49.31894(N)    087 29 34.29481(W)     ADJUSTED  
 AA7447* NAVD 88     -       225.7    (meters)     740.     (feet)  VERTCON   
 AA7447  ___________________________________________________________________
 AA7447  X           -     232,553.007 (meters)                     COMP
 AA7447  Y           -  -5,311,150.847 (meters)                     COMP
 AA7447  Z           -   3,512,492.248 (meters)                     COMP
 AA7447  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 AA7447  ELLIP HEIGHT-         197.63  (meters)          (07/29/02) GPS OBS
 AA7447  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AA7447
 AA7447  HORZ ORDER  -  FIRST
 AA7447  ELLP ORDER  -  FOURTH    CLASS I
 AA7447
 AA7447.The horizontal coordinates were established by GPS observations
 AA7447.and adjusted by the National Geodetic Survey in August 1995..
 AA7447
 AA7447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7447
 AA7447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7447
 AA7447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7447
 AA7447.The ellipsoidal height was determined by GPS observations
 AA7447.and is referenced to NAD 83.
 AA7447
 AA7447.The geoid height was determined by GEOID03.
 AA7447
 AA7447;                    North         East     Units Scale Factor Converg.
 AA7447;SPC AL W     -   402,521.818   600,662.457   MT  0.99993334   +0 00 14.2
 AA7447;UTM  16      - 3,721,281.852   454,289.066   MT  0.99962576   -0 16 22.7
 AA7447
 AA7447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7447!SPC AL W     -   0.99996897  x   0.99993334  =   0.99990232
 AA7447!UTM  16      -   0.99996897  x   0.99962576  =   0.99959475
 AA7447
 AA7447:                Primary Azimuth Mark                     Grid Az
 AA7447:SPC AL W     -  29 8                                     329 32 55.1
 AA7447:UTM  16      -  29 8                                     329 49 32.0
 AA7447
 AA7447|---------------------------------------------------------------------|
 AA7447| PID    Reference Object                     Distance      Geod. Az  |
 AA7447|                                                           dddmmss.s |
 AA7447| AA7448 29 8                                473.144 METERS 3293309.3 |
 AA7447|---------------------------------------------------------------------|
 AA7447
 AA7447                          SUPERSEDED SURVEY CONTROL
 AA7447
 AA7447  ELLIP H (08/28/95)  197.68   (m)                       GP(       ) 4 1
 AA7447  NGVD 29 (08/28/95)  225.7    (m)          740.     (f) GPS OBS        
 AA7447
 AA7447.Superseded values are not recommended for survey control.
 AA7447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7447.See file dsdata.txt to determine how the superseded data were derived.
 AA7447
 AA7447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5428921282(NAD 83)
 AA7447_MARKER: DD = SURVEY DISK
 AA7447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7447_STAMPING: 29-7 1994
 AA7447_MARK LOGO: ALHD  
 AA7447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7447+STABILITY: SURFACE MOTION
 AA7447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7447+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7447
 AA7447  HISTORY     - Date     Condition        Report By
 AA7447  HISTORY     - 1994     MONUMENTED       ALHD
 AA7447
 AA7447                          STATION DESCRIPTION
 AA7447
 AA7447'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7447'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA7447'OF FAYETTE COUNTY ROAD NO. 46, ABOUT 1.30 MI (2.09 KM) SOUTHEAST OF
 AA7447'BOLEY SPRINGS AND ABOUT 6.40 MI (10.30 KM) EAST-SOUTHEAST OF BERRY. TO
 AA7447'REACH THE STATION FROM THE JUNCTION OF U.S. 43, ALA 13, AND ALA 18
 AA7447'(MILE POST 43.95 ON ALA 18 AND MILE POST 233.35 ON U.S. 43 AND ALA
 AA7447'13)ABOUT 4.2 MI (6.8 KM) SOUTHWEST OF BERRY, DRIVE NORTHEAST ON ALA
 AA7447'18, PASSING THROUGH BERRY, FOR 9.55 MI (15.37 KM) TO MILE POST 53.50
 AA7447'AND FAYETTE COUNTY ROAD NO. 27 ON THE RIGHT, TURN RIGHT ON FAYETTE
 AA7447'COUNTY ROAD NO. 27 AND DRIVE SOUTH FOR 1.70 MI (2.74 KM) TO FAYETTE
 AA7447'COUNTY ROAD NO. 46 ON THE RIGHT, TURN RIGHT ON FAYETTE COUNTY ROAD NO.
 AA7447'46 AND DRIVE SOUTHWEST FOR 0.60 MI (0.97 KM) TO FAYETTE COUNTY ROAD
 AA7447'NO. 46 ON THE LEFT AND FAYETTE COUNTY ROAD NO. 30 AHEAD, TURN LEFT ON
 AA7447'FAYETTE COUNTY ROAD NO. 46, CROSSING A RAILROAD, AND DRIVE SOUTHEAST
 AA7447'FOR 2.35 MI (3.78 KM) TO FAYETTE COUNTY ROAD NO. 83 LEFT AND RIGHT AT
 AA7447'A FOUR WAY STOP, CONTINUE SOUTHEAST ON FAYETTE COUNTY ROAD NO. 46 FOR
 AA7447'1.40 MI (2.25 KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED
 AA7447'ON TOP OF A 5 FT (1.5 M) BACKSLOPE, 2.0 FT (0.6 M) SOUTHWEST OF THE
 AA7447'CREST OF A 5 FT (1.5 M) BACKSLOPE, 30.0 FT (9.1 M) SOUTHWEST OF THE
 AA7447'CENTER OF FAYETTE COUNTY ROAD NO. 46, 52.0 FT (15.8 M) NORTHWEST OF A
 AA7447'BURIED FIBER OPTIC CABLE WARNING SIGN, 105.0 FT (32.0 M) SOUTHEAST OF
 AA7447'POWER POLE NO. A 19, 124.0 FT (37.8 M) NORTHWEST OF THE CENTER OF A
 AA7447'PAVED COUNTY ROAD, 134.0 FT (40.8 M) WEST-NORTHWEST OF THE CENTER OF
 AA7447'THE INTERSECTION, 2.4 FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS
 AA7447'POST, AND SET FLUSH WITH THE GROUND. STATION 29-8 1994 MAY BE USED AS
 AA7447'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7448 ***********************************************************************
 AA7448  DESIGNATION -  29 8
 AA7448  PID         -  AA7448
 AA7448  STATE/COUNTY-  AL/FAYETTE
 AA7448  USGS QUAD   -  OAKMAN (1981)
 AA7448
 AA7448                         *CURRENT SURVEY CONTROL
 AA7448  ___________________________________________________________________
 AA7448* NAD 83(1992)-  33 38 02.55791(N)    087 29 43.59811(W)     ADJUSTED  
 AA7448* NAVD 88     -       225.4    (meters)     739.     (feet)  VERTCON   
 AA7448  ___________________________________________________________________
 AA7448  X           -     232,303.571 (meters)                     COMP
 AA7448  Y           -  -5,310,935.384 (meters)                     COMP
 AA7448  Z           -   3,512,831.713 (meters)                     COMP
 AA7448  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AA7448  ELLIP HEIGHT-         197.34  (meters)          (07/29/02) GPS OBS
 AA7448  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AA7448
 AA7448  HORZ ORDER  -  FIRST
 AA7448  ELLP ORDER  -  FOURTH    CLASS I
 AA7448
 AA7448.The horizontal coordinates were established by GPS observations
 AA7448.and adjusted by the National Geodetic Survey in August 1995..
 AA7448
 AA7448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7448
 AA7448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7448
 AA7448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7448
 AA7448.The ellipsoidal height was determined by GPS observations
 AA7448.and is referenced to NAD 83.
 AA7448
 AA7448.The geoid height was determined by GEOID03.
 AA7448
 AA7448;                    North         East     Units Scale Factor Converg.
 AA7448;SPC AL W     -   402,929.669   600,422.681   MT  0.99993334   +0 00 09.1
 AA7448;UTM  16      - 3,721,690.732   454,051.337   MT  0.99962603   -0 16 27.9
 AA7448
 AA7448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7448!SPC AL W     -   0.99996902  x   0.99993334  =   0.99990236
 AA7448!UTM  16      -   0.99996902  x   0.99962603  =   0.99959506
 AA7448
 AA7448:                Primary Azimuth Mark                     Grid Az
 AA7448:SPC AL W     -  29 7                                     149 32 55.1
 AA7448:UTM  16      -  29 7                                     149 49 32.1
 AA7448
 AA7448|---------------------------------------------------------------------|
 AA7448| PID    Reference Object                     Distance      Geod. Az  |
 AA7448|                                                           dddmmss.s |
 AA7448| AA7447 29 7                                473.144 METERS 1493304.2 |
 AA7448|---------------------------------------------------------------------|
 AA7448
 AA7448                          SUPERSEDED SURVEY CONTROL
 AA7448
 AA7448  ELLIP H (08/28/95)  197.38   (m)                       GP(       ) 4 1
 AA7448  NGVD 29 (08/28/95)  225.3    (m)          739.     (f) GPS OBS        
 AA7448
 AA7448.Superseded values are not recommended for survey control.
 AA7448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7448.See file dsdata.txt to determine how the superseded data were derived.
 AA7448
 AA7448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5405121691(NAD 83)
 AA7448_MARKER: DD = SURVEY DISK
 AA7448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7448_STAMPING: 29-8 1994
 AA7448_MARK LOGO: ALHD  
 AA7448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7448+STABILITY: SURFACE MOTION
 AA7448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7448+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7448
 AA7448  HISTORY     - Date     Condition        Report By
 AA7448  HISTORY     - 1994     MONUMENTED       ALHD
 AA7448
 AA7448                          STATION DESCRIPTION
 AA7448
 AA7448'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7448'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA7448'OF FAYETTE COUNTY ROAD NO. 46, ABOUT 1.00 MI (1.61 KM) SOUTHEAST OF
 AA7448'BOLEY SPRINGS AND ABOUT 6.20 MI (9.98 KM) EAST-SOUTHEAST OF BERRY. TO
 AA7448'REACH THE STATION FROM THE JUNCTION OF U.S. 43, ALA 13, AND ALA 18
 AA7448'(MILE POST 43.95 ON ALA 18 AND MILE POST 233.35 ON U.S. 43 AND ALA
 AA7448'13)ABOUT 4.2 MI (6.8 KM) SOUTHWEST OF BERRY, DRIVE NORTHEAST ON ALA
 AA7448'18, PASSING THROUGH BERRY, FOR 9.55 MI (15.37 KM) TO MILE POST 53.50
 AA7448'AND FAYETTE COUNTY ROAD NO. 27 ON THE RIGHT, TURN RIGHT ON FAYETTE
 AA7448'COUNTY ROAD NO. 27 AND DRIVE SOUTH FOR 1.70 MI (2.74 KM) TO FAYETTE
 AA7448'COUNTY ROAD NO. 46 ON THE RIGHT, TURN RIGHT ON FAYETTE COUNTY ROAD NO.
 AA7448'46 AND DRIVE SOUTHWEST FOR 0.60 MI (0.97 KM) TO FAYETTE COUNTY ROAD
 AA7448'NO. 46 ON THE LEFT AND FAYETTE COUNTY ROAD NO. 30 AHEAD, TURN LEFT ON
 AA7448'FAYETTE COUNTY ROAD NO. 46, CROSSING A RAILROAD, AND DRIVE SOUTHEAST
 AA7448'FOR 2.35 MI (3.78 KM) TO FAYETTE COUNTY ROAD NO. 83 LEFT AND RIGHT AT
 AA7448'A FOUR WAY STOP, CONTINUE SOUTHEAST ON FAYETTE COUNTY ROAD NO. 46 FOR
 AA7448'1.10 MI (1.77 KM) TO THE STATION ON THE LEFT. THE STATION IS 32.5 FT
 AA7448'(9.9 M) NORTHEAST OF THE CENTER OF FAYETTE COUNTY ROAD NO. 46, 76.0 FT
 AA7448'(23.2 M) NORTH-NORTHEAST OF A MAIL BOX ON A WELDED CHAIN POST ACROSS
 AA7448'THE ROAD, 80.5 FT (24.5 M) NORTH OF THE NORTHWEST END OF A TWELVE-INCH
 AA7448'CORREGATED METAL PIPE UNDER A GRAVEL DRIVEWAY ACROSS THE ROAD, 154.8
 AA7448'FT (47.2 M) NORTH OF A POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD,
 AA7448'2.1 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7448'WITH THE GROUND. STATION 29-7 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7448'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7449 ***********************************************************************
 AA7449  DESIGNATION -  29 9
 AA7449  PID         -  AA7449
 AA7449  STATE/COUNTY-  AL/FAYETTE
 AA7449  USGS QUAD   -  BERRY (1983)
 AA7449
 AA7449                         *CURRENT SURVEY CONTROL
 AA7449  ___________________________________________________________________
 AA7449* NAD 83(1992)-  33 43 48.41770(N)    087 34 57.68137(W)     ADJUSTED  
 AA7449* NAVD 88     -       174.3    (meters)     572.     (feet)  VERTCON   
 AA7449  ___________________________________________________________________
 AA7449  X           -     223,965.201 (meters)                     COMP
 AA7449  Y           -  -5,305,336.174 (meters)                     COMP
 AA7449  Z           -   3,521,670.933 (meters)                     COMP
 AA7449  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AA7449  ELLIP HEIGHT-         146.54  (meters)          (07/29/02) GPS OBS
 AA7449  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AA7449
 AA7449  HORZ ORDER  -  FIRST
 AA7449  ELLP ORDER  -  FOURTH    CLASS I
 AA7449
 AA7449.The horizontal coordinates were established by GPS observations
 AA7449.and adjusted by the National Geodetic Survey in August 1995..
 AA7449
 AA7449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7449
 AA7449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7449
 AA7449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7449
 AA7449.The ellipsoidal height was determined by GPS observations
 AA7449.and is referenced to NAD 83.
 AA7449
 AA7449.The geoid height was determined by GEOID03.
 AA7449
 AA7449;                    North         East     Units Scale Factor Converg.
 AA7449;SPC AL W     -   413,588.023   592,337.205   MT  0.99993406   -0 02 45.3
 AA7449;UTM  16      - 3,732,384.854   446,019.972   MT  0.99963592   -0 19 24.8
 AA7449
 AA7449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7449!SPC AL W     -   0.99997700  x   0.99993406  =   0.99991106
 AA7449!UTM  16      -   0.99997700  x   0.99963592  =   0.99961292
 AA7449
 AA7449:                Primary Azimuth Mark                     Grid Az
 AA7449:SPC AL W     -  29 10                                    341 14 14.3
 AA7449:UTM  16      -  29 10                                    341 30 53.8
 AA7449
 AA7449|---------------------------------------------------------------------|
 AA7449| PID    Reference Object                     Distance      Geod. Az  |
 AA7449|                                                           dddmmss.s |
 AA7449| AA7450 29 10                               435.793 METERS 3411129.0 |
 AA7449|---------------------------------------------------------------------|
 AA7449
 AA7449                          SUPERSEDED SURVEY CONTROL
 AA7449
 AA7449  ELLIP H (08/28/95)  146.57   (m)                       GP(       ) 4 1
 AA7449  NGVD 29 (08/28/95)  174.3    (m)          572.     (f) GPS OBS        
 AA7449
 AA7449.Superseded values are not recommended for survey control.
 AA7449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7449.See file dsdata.txt to determine how the superseded data were derived.
 AA7449
 AA7449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4602032385(NAD 83)
 AA7449_MARKER: DD = SURVEY DISK
 AA7449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7449_STAMPING: 29-9 1994
 AA7449_MARK LOGO: ALHD  
 AA7449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7449+STABILITY: SURFACE MOTION
 AA7449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7449+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7449
 AA7449  HISTORY     - Date     Condition        Report By
 AA7449  HISTORY     - 1994     MONUMENTED       ALHD
 AA7449
 AA7449                          STATION DESCRIPTION
 AA7449
 AA7449'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7449'THE STATION IS LOCATED IN FAYETTE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7449'A PAVED COUNTY ROAD, ABOUT 5.00 MI (8.05 KM) NORTH OF BERRY AND ABOUT
 AA7449'14.50 MI (23.33 KM) EAST-NORTHEAST OF FAYETTE. TO REACH THE STATION
 AA7449'FROM THE JUNCTION OF ALA 13 AND ALA 102 (MILE POST 9.35 ON ALA 102 AND
 AA7449'MILE POST 245.30 ON ALA 13) AT FOWLERS CROSS ROADS, DRIVE NORTHEAST
 AA7449'AND EAST ON ALA 102 FOR 4.45 MI (7.16 KM) TO MILE POST 13.80 AND
 AA7449'FAYETTE COUNTY ROAD NO. 63 ON THE RIGHT, TURN RIGHT ON FAYETTE COUNTY
 AA7449'ROAD NO. 63 AND DRIVE SOUTH FOR 6.25 MI (10.06 KM) TO A PAVED COUNTY
 AA7449'ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE EAST
 AA7449'FOR 95.2 FT (29.0 M) TO THE STATION ON THE LEFT. THE STATION IS 28.0
 AA7449'FT (8.5 M) NORTH OF THE CENTER OF THE PAVED COUNTY ROAD, 50.9 FT (15.5
 AA7449'M) EAST-NORTHEAST OF A STOP SIGN, 95.2 FT (29.0 M) EAST OF THE
 AA7449'CENTERLINE OF FAYETTE COUNTY ROAD NO. 63, 105.6 FT (32.2 M)
 AA7449'EAST-NORTHEAST OF THE CENTER OF THE INTERSECTION, 115.9 FT (35.3 M)
 AA7449'SOUTH OF POWER POLE NO. Q 3505, 154.7 FT (47.2 M) EAST-NORTHEAST OF
 AA7449'TELEPHONE CABLE PEDESTAL NO. 78 65 ACROSS FAYETTE COUNTY ROAD NO. 63,
 AA7449'155.2 FT (47.3 M) EAST-NORTHEAST OF A CABLE POLE ACROSS FAYETTE COUNTY
 AA7449'ROAD NO. 63, 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA7449'FLUSH WITH THE GROUND. STATION 29-10 1994 MAY BE USED AS AN AZIMUTH
 AA7449'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1933 ***********************************************************************
 BU1933  DESIGNATION -  290
 BU1933  PID         -  BU1933
 BU1933  STATE/COUNTY-  AL/ESCAMBIA
 BU1933  USGS QUAD   -  BARNETT CROSSROADS (1986)
 BU1933
 BU1933                         *CURRENT SURVEY CONTROL
 BU1933  ___________________________________________________________________
 BU1933* NAD 83(1992)-  31 13 17.47541(N)    087 18 17.03101(W)     ADJUSTED  
 BU1933* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 BU1933  ___________________________________________________________________
 BU1933  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 BU1933  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BU1933
 BU1933  HORZ ORDER  -  SECOND
 BU1933
 BU1933.The horizontal coordinates were established by classical geodetic methods
 BU1933.and adjusted by the National Geodetic Survey in December 1992..
 BU1933
 BU1933.The orthometric height was scaled from a topographic map.
 BU1933
 BU1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1933
 BU1933.The geoid height was determined by GEOID03.
 BU1933
 BU1933;                    North         East     Units Scale Factor Converg.
 BU1933;SPC AL W     -   135,428.662   618,604.565   MT  0.99993760   +0 06 04.4
 BU1933;UTM  16      - 3,454,192.449   470,975.950   MT  0.99961039   -0 09 28.6
 BU1933
 BU1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1933!SPC AL W     -   0.99998743  x   0.99993760  =   0.99992503
 BU1933!UTM  16      -   0.99998743  x   0.99961039  =   0.99959783
 BU1933
 BU1933                          SUPERSEDED SURVEY CONTROL
 BU1933
 BU1933  NAD 83(1986)-  31 13 17.48193(N)    087 18 17.03117(W) AD(       ) 2
 BU1933  NAD 83(1986)-  31 13 17.48762(N)    087 18 17.03250(W) AD(       ) 2
 BU1933  NAD 27      -  31 13 16.86600(N)    087 18 17.11600(W) AD(       ) 2
 BU1933
 BU1933.Superseded values are not recommended for survey control.
 BU1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1933.See file dsdata.txt to determine how the superseded data were derived.
 BU1933
 BU1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7097654192(NAD 83)
 BU1933_MARKER: DD = SURVEY DISK
 BU1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1933_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BU1933
 BU1933  HISTORY     - Date     Condition        Report By
 BU1933  HISTORY     - 1944     MONUMENTED       ALGS
 BU1933
 BU1933                          STATION DESCRIPTION
 BU1933
 BU1933'DESCRIBED BY ALABAMA GEODETIC SURVEY 1944 (FN)
 BU1933'STATION IS LOCATED IN THE NW ANGLE OF THE BARNETT CROSSROADS.
 BU1933'THE MARK IS AN ALABAMA GEODETIC SURVEY BRONZE DISK SET IN A ROUND
 BU1933'CONCRETE POST PROJECTING ABOUT 5 INCHES, AND STAMPED 290.
 BU1933'
 BU1933'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BARNETT.
 BU1933'THE DISTANCE IS 30.594 METERS (100.38 FEET).
 BU1933'
 BU1933'TO REACH THE STATION FROM THE RAILROAD CROSSING IN WALLACE, GO W
 BU1933'ON A GRADED ROAD FOR 5.95 MILES TO THE BARNETT CROSSROADS AND
 BU1933'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0413 ***********************************************************************
 CO0413  DESIGNATION -  293
 CO0413  PID         -  CO0413
 CO0413  STATE/COUNTY-  AL/MARENGO
 CO0413  USGS QUAD   -  PUTNAM (1978)
 CO0413
 CO0413                         *CURRENT SURVEY CONTROL
 CO0413  ___________________________________________________________________
 CO0413* NAD 83(1986)-  32 07 15.     (N)    088 00 46.     (W)     SCALED    
 CO0413* NAVD 88     -        69.40   (+/-2cm)     227.7    (feet)  VERTCON   
 CO0413  ___________________________________________________________________
 CO0413  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CO0413
 CO0413  VERT ORDER  -  ? (See Below)
 CO0413
 CO0413.The horizontal coordinates were scaled from a topographic map and have
 CO0413.an estimated accuracy of +/- 6 seconds.
 CO0413
 CO0413.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO0413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO0413.The vertical order pertains to the NGVD 29 superseded value.
 CO0413
 CO0413.The geoid height was determined by GEOID03.
 CO0413
 CO0413;                    North         East    Units  Estimated Accuracy
 CO0413;SPC AL W     -   235,240.      551,610.      MT  (+/- 180 meters Scaled)
 CO0413
 CO0413                          SUPERSEDED SURVEY CONTROL
 CO0413
 CO0413  NGVD 29 (??/??/92)   69.383  (m)          227.63   (f) ADJ UNCH    ?  
 CO0413
 CO0413.Superseded values are not recommended for survey control.
 CO0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0413.See file dsdata.txt to determine how the superseded data were derived.
 CO0413
 CO0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA044542(NAD 83)
 CO0413_MARKER: B = BOLT
 CO0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0413+STABILITY: SURFACE MOTION
 CO0413
 CO0413  HISTORY     - Date     Condition        Report By
 CO0413  HISTORY     - UNK      MONUMENTED       CGS
 CO0413  HISTORY     - 1935     GOOD             NGS
 CO0413
 CO0413                          STATION DESCRIPTION
 CO0413
 CO0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0413'13.2 MI E FROM BUTLER.
 CO0413'13.2 MILES EAST OF COURTHOUSE AT BUTLER.  TOP OF BOLT SET IN CONCRETE
 CO0413'POST.  ALONG STATE HIGHWAY 10 ABOUT 130 FEET SOUTH OF A FARM HOUSE,
 CO0413'AND 36 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0100 ***********************************************************************
 CN0100  DESIGNATION -  299 A
 CN0100  PID         -  CN0100
 CN0100  STATE/COUNTY-  AL/ELMORE
 CN0100  USGS QUAD   -  DEATSVILLE (1984)
 CN0100
 CN0100                         *CURRENT SURVEY CONTROL
 CN0100  ___________________________________________________________________
 CN0100* NAD 83(1986)-  32 36 24.     (N)    086 23 51.     (W)     SCALED    
 CN0100* NAVD 88     -        94.159  (meters)     308.92   (feet)  ADJUSTED  
 CN0100  ___________________________________________________________________
 CN0100  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CN0100  DYNAMIC HT  -          94.050 (meters)     308.56  (feet)  COMP
 CN0100  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 CN0100
 CN0100  VERT ORDER  -  SECOND    CLASS 0
 CN0100
 CN0100.The horizontal coordinates were scaled from a topographic map and have
 CN0100.an estimated accuracy of +/- 6 seconds.
 CN0100
 CN0100.The orthometric height was determined by differential leveling
 CN0100.and adjusted by the National Geodetic Survey in June 1991..
 CN0100
 CN0100.The geoid height was determined by GEOID03.
 CN0100
 CN0100.The dynamic height is computed by dividing the NAVD 88
 CN0100.geopotential number by the normal gravity value computed on the
 CN0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0100.degrees latitude (g = 980.6199 gals.).
 CN0100
 CN0100.The modeled gravity was interpolated from observed gravity values.
 CN0100
 CN0100;                    North         East    Units  Estimated Accuracy
 CN0100;SPC AL E     -   233,720.      147,050.      MT  (+/- 180 meters Scaled)
 CN0100
 CN0100                          SUPERSEDED SURVEY CONTROL
 CN0100
 CN0100  NGVD 29 (??/??/92)   94.138  (m)          308.85   (f) ADJ UNCH    2 0
 CN0100
 CN0100.Superseded values are not recommended for survey control.
 CN0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0100.See file dsdata.txt to determine how the superseded data were derived.
 CN0100
 CN0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB565078(NAD 83)
 CN0100_MARKER: P = PIPE CAP
 CN0100_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CN0100+WITH SETTING: INTO GROUND
 CN0100_STAMPING: 299 A
 CN0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0100+STABILITY: SURFACE MOTION
 CN0100
 CN0100  HISTORY     - Date     Condition        Report By
 CN0100  HISTORY     - UNK      MONUMENTED       USGS
 CN0100  HISTORY     - 1949     GOOD             NGS
 CN0100
 CN0100                          STATION DESCRIPTION
 CN0100
 CN0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0100'IN DEATSVILLE.
 CN0100'AT DEATSVILLE, ABOUT 0.1 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE
 CN0100'RAILROAD FROM THE STATION AT DEATSVILLE, 131 FEET NORTH AND ACROSS AN
 CN0100'EAST-WEST ROAD FROM THE CENTER OF THE SECOND ROAD CROSSING WEST OF
 CN0100'STATION, 120 FEET NORTH AND ACROSS EAST-WEST ROAD FROM THE NORTH RAIL
 CN0100'OF THE MAIN TRACK, 50 FEET NORTH-NORTHWEST OF TELEPHONE POLE NO.
 CN0100'12759, 70 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 38
 CN0100'FEET NORTHEAST OF A FENCE CORNER, 24 1/2 FEET SOUTHWEST OF TELEPHONE
 CN0100'POLE NO. 8, 8 1/2 FEET EAST OF A FENCE LINE, 3 1/2 FEET ABOVE THE
 CN0100'TRACK AND PROJECTING ABOUT 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1110 ***********************************************************************
 EF1110  DESIGNATION -  3
 EF1110  PID         -  EF1110
 EF1110  STATE/COUNTY-  AL/COLBERT
 EF1110  USGS QUAD   -  LEIGHTON (1971)
 EF1110
 EF1110                         *CURRENT SURVEY CONTROL
 EF1110  ___________________________________________________________________
 EF1110* NAD 83(1986)-  34 42 41.     (N)    087 34 40.     (W)     SCALED    
 EF1110* NAVD 88     -       163.539  (meters)     536.54   (feet)  ADJUSTED  
 EF1110  ___________________________________________________________________
 EF1110  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EF1110  DYNAMIC HT  -         163.383 (meters)     536.03  (feet)  COMP
 EF1110  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 EF1110
 EF1110  VERT ORDER  -  FIRST     CLASS II
 EF1110
 EF1110.The horizontal coordinates were scaled from a topographic map and have
 EF1110.an estimated accuracy of +/- 6 seconds.
 EF1110
 EF1110.The orthometric height was determined by differential leveling
 EF1110.and adjusted by the National Geodetic Survey in June 1991..
 EF1110
 EF1110.The geoid height was determined by GEOID03.
 EF1110
 EF1110.The dynamic height is computed by dividing the NAVD 88
 EF1110.geopotential number by the normal gravity value computed on the
 EF1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1110.degrees latitude (g = 980.6199 gals.).
 EF1110
 EF1110.The modeled gravity was interpolated from observed gravity values.
 EF1110
 EF1110;                    North         East    Units  Estimated Accuracy
 EF1110;SPC AL W     -   522,430.      592,880.      MT  (+/- 180 meters Scaled)
 EF1110
 EF1110                          SUPERSEDED SURVEY CONTROL
 EF1110
 EF1110  NGVD 29 (??/??/92)  163.50   (m)          536.4    (f) COMPUTED    1 2
 EF1110
 EF1110.Superseded values are not recommended for survey control.
 EF1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1110.See file dsdata.txt to determine how the superseded data were derived.
 EF1110
 EF1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD470411(NAD 83)
 EF1110_MARKER: Q = CHISELED SQUARE
 EF1110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF1110_SP_SET: CONCRETE BASE
 EF1110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1110
 EF1110  HISTORY     - Date     Condition        Report By
 EF1110  HISTORY     - UNK      MONUMENTED       CGS
 EF1110  HISTORY     - 1934     GOOD             NGS
 EF1110  HISTORY     - 1973     GOOD             TVA
 EF1110  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF1110
 EF1110                          STATION DESCRIPTION
 EF1110
 EF1110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF1110'2.7 MI W FROM LEIGHTON.
 EF1110'SQUARE CHISELED IN THE SOUTHEAST CORNER OF BASE OF A SIGNAL BOX.  35
 EF1110'1/2 RAILS EAST OF MILE POST 399.  38 RAILS EAST OF GRADE CROSSING.  8
 EF1110'FT. SOUTH OF CENTER OF SOUTHERN R.R.  THERE IS A WHITE CROSS PAINTED
 EF1110'ON THE WEST SIDE OF THE SIGNAL BLOCK.
 EF1110
 EF1110                          STATION RECOVERY (1973)
 EF1110
 EF1110'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1110'RECOVERED IN GOOD CONDITION.
 EF1110
 EF1110                          STATION RECOVERY (1982)
 EF1110
 EF1110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1110'NOT RECOVERED, LINE REROUTED ALONG HIGHWAY 20 AND OLD U.S. HIGHWAY 72
 EF1110'ALTERNATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2114 ***********************************************************************
 DG2114  DESIGNATION -  3
 DG2114  PID         -  DG2114
 DG2114  STATE/COUNTY-  AL/CALHOUN
 DG2114  USGS QUAD   -  MUNFORD (1983)
 DG2114
 DG2114                         *CURRENT SURVEY CONTROL
 DG2114  ___________________________________________________________________
 DG2114* NAD 83(1986)-  33 37 21.     (N)    085 55 45.     (W)     SCALED    
 DG2114* NAVD 88     -       196.356  (meters)     644.21   (feet)  ADJUSTED  
 DG2114  ___________________________________________________________________
 DG2114  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG2114  DYNAMIC HT  -         196.145 (meters)     643.52  (feet)  COMP
 DG2114  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 DG2114
 DG2114  VERT ORDER  -  SECOND    CLASS 0
 DG2114
 DG2114.The horizontal coordinates were scaled from a topographic map and have
 DG2114.an estimated accuracy of +/- 6 seconds.
 DG2114
 DG2114.The orthometric height was determined by differential leveling
 DG2114.and adjusted by the National Geodetic Survey in June 1991..
 DG2114
 DG2114.The geoid height was determined by GEOID03.
 DG2114
 DG2114.The dynamic height is computed by dividing the NAVD 88
 DG2114.geopotential number by the normal gravity value computed on the
 DG2114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2114.degrees latitude (g = 980.6199 gals.).
 DG2114
 DG2114.The modeled gravity was interpolated from observed gravity values.
 DG2114
 DG2114;                    North         East    Units  Estimated Accuracy
 DG2114;SPC AL E     -   346,240.      191,110.      MT  (+/- 180 meters Scaled)
 DG2114
 DG2114                          SUPERSEDED SURVEY CONTROL
 DG2114
 DG2114  NGVD 29 (??/??/92)  196.27   (m)          643.9    (f) COMPUTED    2 0
 DG2114
 DG2114.Superseded values are not recommended for survey control.
 DG2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2114.See file dsdata.txt to determine how the superseded data were derived.
 DG2114
 DG2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC993208(NAD 83)
 DG2114_MARKER: DD = SURVEY DISK
 DG2114_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG2114_SP_SET: BRIDGE
 DG2114_STAMPING: NO 3 1934
 DG2114_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2114
 DG2114  HISTORY     - Date     Condition        Report By
 DG2114  HISTORY     - 1934     MONUMENTED       DOD
 DG2114  HISTORY     - 1947     GOOD             NGS
 DG2114  HISTORY     - 20060612 MARK NOT FOUND   BWSC
 DG2114
 DG2114                          STATION DESCRIPTION
 DG2114
 DG2114'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DG2114'5.6 MI NE FROM EASTABOGA.
 DG2114'ABOUT 5.6 MILES NORTHEAST ALONG U.S. HIGHWAY 78 FROM THE SCHOOL
 DG2114'AND CALHOUN-TALLADEGA COUNTY LINE AT EASTABOGA, SET IN THE TOP
 DG2114'OF THE SOUTHEAST END OF THE SOUTHWEST CONCRETE BASE OF RAILING OF
 DG2114'HIGHWAY OVER PASS OVER THE LOUISVILLE AND NASHVILLE RAILROAD, 10.5
 DG2114'FEET SOUTHWEST OF AND ABOUT 0.5 FOOT ABOVE THE CENTER LINE OF
 DG2114'THE HIGHWAY.  NOTE-- MARK IS ABOUT 6.7 MILES SOUTHWEST ALONG
 DG2114'U.S. HIGHWAY 78 FROM THE WILSON BUILDING IN ANNISTON, CALHOUN COUNTY.
 DG2114
 DG2114                          STATION RECOVERY (2006)
 DG2114
 DG2114'RECOVERY NOTE BY BARGE WAGGONER SUMNER AND CANNON 2006 (TGK)
 DG2114'BRIDGE NO LONGER EXISTS DUE TO NEW ROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2233 ***********************************************************************
 BT2233  DESIGNATION -  3 1
 BT2233  PID         -  BT2233
 BT2233  STATE/COUNTY-  AL/BARBOUR
 BT2233  USGS QUAD   -  BAKER HILL (1968)
 BT2233
 BT2233                         *CURRENT SURVEY CONTROL
 BT2233  ___________________________________________________________________
 BT2233* NAD 83(1992)-  31 52 16.56941(N)    085 21 25.64980(W)     ADJUSTED  
 BT2233* NAVD 88     -       166.7    (meters)     547.     (feet)  GPS OBS   
 BT2233  ___________________________________________________________________
 BT2233  X           -     438,860.721 (meters)                     COMP
 BT2233  Y           -  -5,403,937.314 (meters)                     COMP
 BT2233  Z           -   3,348,391.786 (meters)                     COMP
 BT2233  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BT2233  ELLIP HEIGHT-         140.55  (meters)          (07/29/02) GPS OBS
 BT2233  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BT2233
 BT2233  HORZ ORDER  -  FIRST
 BT2233  ELLP ORDER  -  FOURTH    CLASS I
 BT2233
 BT2233.The horizontal coordinates were established by GPS observations
 BT2233.and adjusted by the National Geodetic Survey in September 1997..
 BT2233
 BT2233.The orthometric height was determined by GPS observations and a
 BT2233.high-resolution geoid model.
 BT2233
 BT2233.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2233
 BT2233.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2233
 BT2233.The ellipsoidal height was determined by GPS observations
 BT2233.and is referenced to NAD 83.
 BT2233
 BT2233.The geoid height was determined by GEOID03.
 BT2233
 BT2233;                    North         East     Units Scale Factor Converg.
 BT2233;SPC AL E     -   152,129.100   245,059.612   MT  0.99998503   +0 15 05.2
 BT2233;UTM  16      - 3,527,343.619   655,404.242   MT  0.99989785   +0 52 03.5
 BT2233
 BT2233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2233!SPC AL E     -   0.99997793  x   0.99998503  =   0.99996296
 BT2233!UTM  16      -   0.99997793  x   0.99989785  =   0.99987578
 BT2233
 BT2233                          SUPERSEDED SURVEY CONTROL
 BT2233
 BT2233  NAD 83(1992)-  31 52 16.56881(N)    085 21 25.65134(W) AD(       ) 1
 BT2233  ELLIP H (12/04/92)  140.54   (m)                       GP(       ) 4 1
 BT2233  NAD 83(1986)-  31 52 16.57502(N)    085 21 25.64107(W) AD(       ) 1
 BT2233  NGVD 29 (12/04/92)  167.0    (m)          548.     (f) GPS OBS        
 BT2233
 BT2233.Superseded values are not recommended for survey control.
 BT2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2233.See file dsdata.txt to determine how the superseded data were derived.
 BT2233
 BT2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5540427344(NAD 83)
 BT2233_MARKER: DD = SURVEY DISK
 BT2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2233_SP_SET: CONCRETE POST
 BT2233_STAMPING: 3 - 1 1989
 BT2233_MARK LOGO: ALHD  
 BT2233_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BT2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2233+STABILITY: SURFACE MOTION
 BT2233_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2233+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 BT2233
 BT2233  HISTORY     - Date     Condition        Report By
 BT2233  HISTORY     - 1989     MONUMENTED       ALHD
 BT2233  HISTORY     - 19910621 GOOD             ALHD
 BT2233
 BT2233                          STATION DESCRIPTION
 BT2233
 BT2233'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2233'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2233'ALABAMA HIGHWAY 30, ABOUT 20.28 KM (12.60 MI) WEST OF EUFAULA AND
 BT2233'ABOUT 8.37 KM (5.20 MI) EAST OF CLAYTON.
 BT2233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 431 AND ALABAMA
 BT2233'HIGHWAY 30 ON THE SOUTH SIDE OF EUFAULA, GO WEST ON ALABAMA 30 FOR
 BT2233'19.71 KM (12.25 MI) TO MILE POST 6.65 AND THE STATION ON THE RIGHT IN
 BT2233'A CLEARING FOR A HIGH VOLTAGE POWER TRANSMISSION LINE.
 BT2233'THE STATION IS 15.54 M (51.0 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 BT2233'ALABAMA 30, 20.12 M (66.0 FT) EAST-NORTHEAST OF THE NORTH ONE OF TWO
 BT2233'POLES IN A HIGH VOLTAGE POWER TRANSMISSION LINE BENT, 0.7 M (2.3 FT)
 BT2233'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE SURFACE.
 BT2233
 BT2233                          STATION RECOVERY (1991)
 BT2233
 BT2233'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2233'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2233'ALABAMA HIGHWAY 30, ABOUT 20.28 KM (12.60 MI) WEST OF EUFAULA AND
 BT2233'ABOUT 8.37 KM (5.20 MI) EAST OF CLAYTON.
 BT2233'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 431 AND ALABAMA
 BT2233'HIGHWAY 30 ON THE SOUTH SIDE OF EUFAULA, GO WEST ON ALABAMA 30 FOR
 BT2233'19.71 KM (12.25 MI) TO MILE POST 6.65 AND THE STATION ON THE RIGHT IN
 BT2233'A CLEARING FOR A HIGH VOLTAGE POWER TRANSMISSION LINE.
 BT2233'THE STATION IS 15.54 M (50.98 FT) WEST-NORTHWEST OF THE CENTERLINE OF
 BT2233'ALABAMA 30, 20.12 M (66.01 FT) EAST-NORTHEAST OF THE NORTH ONE OF TWO
 BT2233'POLES IN A HIGH VOLTAGE POWER TRANSMISSION LINE BENT, 0.7 M (2.3 FT)
 BT2233'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2603 ***********************************************************************
 AA2603  DESIGNATION -  3 10
 AA2603  PID         -  AA2603
 AA2603  STATE/COUNTY-  AL/BARBOUR
 AA2603  USGS QUAD   -  ELAMVILLE (1979)
 AA2603
 AA2603                         *CURRENT SURVEY CONTROL
 AA2603  ___________________________________________________________________
 AA2603* NAD 83(1992)-  31 39 28.51295(N)    085 37 57.50048(W)     ADJUSTED  
 AA2603* NAVD 88     -       134.9    (meters)     443.     (feet)  VERTCON   
 AA2603  ___________________________________________________________________
 AA2603  X           -     413,816.537 (meters)                     COMP
 AA2603  Y           -  -5,418,375.846 (meters)                     COMP
 AA2603  Z           -   3,328,261.274 (meters)                     COMP
 AA2603  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AA2603  ELLIP HEIGHT-         108.71  (meters)          (07/29/02) GPS OBS
 AA2603  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AA2603
 AA2603  HORZ ORDER  -  FIRST
 AA2603  ELLP ORDER  -  FOURTH    CLASS I
 AA2603
 AA2603.The horizontal coordinates were established by GPS observations
 AA2603.and adjusted by the National Geodetic Survey in November 1994..
 AA2603
 AA2603.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2603
 AA2603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2603
 AA2603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2603
 AA2603.The ellipsoidal height was determined by GPS observations
 AA2603.and is referenced to NAD 83.
 AA2603
 AA2603.The geoid height was determined by GEOID03.
 AA2603
 AA2603;                    North         East     Units Scale Factor Converg.
 AA2603;SPC AL E     -   128,391.953   219,033.563   MT  0.99996447   +0 06 19.2
 AA2603;UTM  16      - 3,503,331.735   629,637.332   MT  0.99980727   +0 43 03.9
 AA2603
 AA2603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2603!SPC AL E     -   0.99998293  x   0.99996447  =   0.99994740
 AA2603!UTM  16      -   0.99998293  x   0.99980727  =   0.99979020
 AA2603
 AA2603                          SUPERSEDED SURVEY CONTROL
 AA2603
 AA2603  ELLIP H (11/30/94)  108.72   (m)                       GP(       ) 4 1
 AA2603  NGVD 29 (11/30/94)  135.0    (m)          443.     (f) GPS OBS        
 AA2603
 AA2603.Superseded values are not recommended for survey control.
 AA2603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2603.See file dsdata.txt to determine how the superseded data were derived.
 AA2603
 AA2603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA2963703332(NAD 83)
 AA2603_MARKER: DD = SURVEY DISK
 AA2603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2603_SP_SET: CONCRETE POST
 AA2603_STAMPING: 3-10 1993
 AA2603_MARK LOGO: ALHD  
 AA2603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2603+STABILITY: SURFACE MOTION
 AA2603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2603+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2603
 AA2603  HISTORY     - Date     Condition        Report By
 AA2603  HISTORY     - 1993     MONUMENTED       ALHD
 AA2603
 AA2603                          STATION DESCRIPTION
 AA2603
 AA2603'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2603'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2603'BARBOUR COUNTY ROAD NO. 8, ABOUT 3.75 MI (6.03 KM) SOUTHWEST OF CLIO
 AA2603'AND ABOUT 7.30 MI (11.75 KM) WEST OF BLUE SPRINGS. TO REACH THE
 AA2603'STATION FROM THE JUNCTION OF ALA 10 AND ALA 51 (MILE POST 33.65 ON ALA
 AA2603'51 AND MILE POST 206.00 ON ALA 10) AT A TRAFFIC LIGHT IN CLIO, DRIVE
 AA2603'SOUTHWEST ON ALA 51 FOR 3.95 MI (6.36 KM) TO MILE POST 29.70 AND
 AA2603'BARBOUR COUNTY ROAD NO. 8 ON THE LEFT, TURN LEFT ON BARBOUR COUNTY
 AA2603'ROAD NO. 8 AND DRIVE SOUTHEAST FOR 0.15 MI (0.24 KM) TO A
 AA2603'Y-INTERSECTION WITH BARBOUR COUNTY ROAD NO. 13 ON THE RIGHT AND
 AA2603'BARBOUR COUNTY ROAD NO. 8 ON THE LEFT, BEAR LEFT ON BARBOUR COUNTY
 AA2603'ROAD NO. 8 AND DRIVE SOUTHEAST FOR 1.15 MI (1.85 KM) TO THE STATION ON
 AA2603'THE RIGHT. THE STATION IS 41.4 FT (12.6 M) SOUTH OF THE CENTERLINE OF
 AA2603'BARBOUR COUNTY ROAD NO. 8, 75.4 FT (23.0 M) EAST OF A FOUR BY TEN-INCH
 AA2603'WOOD POST EAST OF A FIELD ROAD, 82.5 FT (25.1 M) EAST OF THE CENTER OF
 AA2603'A FIELD ROAD, 88.6 FT (27.0 M) EAST OF A STEEL POST WEST OF A FIELD
 AA2603'ROAD, 114.0 FT (34.7 M) EAST OF A POWER LINE GUY POLE, 137.0 FT (41.8
 AA2603'M) SOUTHEAST OF A POWER POLE WITH A GUY POLE ACROSS THE ROAD, 2.1 FT
 AA2603'(0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2603'GROUND. STATION 3-9 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2604 ***********************************************************************
 AA2604  DESIGNATION -  3 11
 AA2604  PID         -  AA2604
 AA2604  STATE/COUNTY-  AL/BARBOUR
 AA2604  USGS QUAD   -  CLIO (1979)
 AA2604
 AA2604                         *CURRENT SURVEY CONTROL
 AA2604  ___________________________________________________________________
 AA2604* NAD 83(1992)-  31 39 21.59816(N)    085 31 20.10748(W)     ADJUSTED  
 AA2604* NAVD 88     -       130.3    (meters)     427.     (feet)  VERTCON   
 AA2604  ___________________________________________________________________
 AA2604  X           -     424,263.308 (meters)                     COMP
 AA2604  Y           -  -5,417,676.016 (meters)                     COMP
 AA2604  Z           -   3,328,077.543 (meters)                     COMP
 AA2604  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AA2604  ELLIP HEIGHT-         104.06  (meters)          (07/29/02) GPS OBS
 AA2604  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AA2604
 AA2604  HORZ ORDER  -  FIRST
 AA2604  ELLP ORDER  -  FOURTH    CLASS I
 AA2604
 AA2604.The horizontal coordinates were established by GPS observations
 AA2604.and adjusted by the National Geodetic Survey in November 1994..
 AA2604
 AA2604.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2604
 AA2604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2604
 AA2604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2604
 AA2604.The ellipsoidal height was determined by GPS observations
 AA2604.and is referenced to NAD 83.
 AA2604
 AA2604.The geoid height was determined by GEOID03.
 AA2604
 AA2604;                    North         East     Units Scale Factor Converg.
 AA2604;SPC AL E     -   128,203.523   229,503.149   MT  0.99997073   +0 09 47.7
 AA2604;UTM  16      - 3,503,255.230   640,106.837   MT  0.99984211   +0 46 32.4
 AA2604
 AA2604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2604!SPC AL E     -   0.99998366  x   0.99997073  =   0.99995439
 AA2604!UTM  16      -   0.99998366  x   0.99984211  =   0.99982577
 AA2604
 AA2604:                Primary Azimuth Mark                     Grid Az
 AA2604:SPC AL E     -  3 12                                     002 45 58.0
 AA2604:UTM  16      -  3 12                                     002 09 13.3
 AA2604
 AA2604|---------------------------------------------------------------------|
 AA2604| PID    Reference Object                     Distance      Geod. Az  |
 AA2604|                                                           dddmmss.s |
 AA2604| AA2605 3 12                                APPROX. 0.5 KM 0025545.7 |
 AA2604|---------------------------------------------------------------------|
 AA2604
 AA2604                          SUPERSEDED SURVEY CONTROL
 AA2604
 AA2604  NGVD 29 (11/30/94)  130.3    (m)          427.     (f) GPS OBS        
 AA2604
 AA2604.Superseded values are not recommended for survey control.
 AA2604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2604.See file dsdata.txt to determine how the superseded data were derived.
 AA2604
 AA2604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4010703255(NAD 83)
 AA2604_MARKER: DD = SURVEY DISK
 AA2604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2604_SP_SET: CONCRETE POST
 AA2604_STAMPING: 3-11 1993
 AA2604_MARK LOGO: ALHD  
 AA2604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2604+STABILITY: SURFACE MOTION
 AA2604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2604+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2604
 AA2604  HISTORY     - Date     Condition        Report By
 AA2604  HISTORY     - 1993     MONUMENTED       ALHD
 AA2604
 AA2604                          STATION DESCRIPTION
 AA2604
 AA2604'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2604'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE EAST RIGHT OF WAY OF
 AA2604'BARBOUR COUNTY ROAD NO. 33, ABOUT 1.05 MI (1.69 KM) SOUTHWEST OF BLUE
 AA2604'SPRINGS, AND ABOUT 6.40 MI (10.30 KM) SOUTHEAST OF CLIO. TO REACH THE
 AA2604'STATION FROM THE JUNCTION OF ALA 10 AND ALA 51 (MILE POST 206.00 ON
 AA2604'ALA 10 AND MILE POST 33.65 ON ALA 51) AT A TRAFFIC LIGHT IN CLIO,
 AA2604'DRIVE SOUTHEAST ON ALA 10 FOR 6.40 MI (10.30 KM) TO MILE POST 212.40
 AA2604'AND BARBOUR COUNTY ROAD NO. 33 ON THE RIGHT, TURN RIGHT ON BARBOUR
 AA2604'COUNTY ROAD NO. 33 AND DRIVE SOUTHWEST AND SOUTH FOR 0.85 MI (1.37 KM)
 AA2604'TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST OF A
 AA2604'FIVE STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 33.3 FT
 AA2604'(10.1 M) EAST OF THE CENTERLINE OF BARBOUR COUNTY ROAD NO. 33, 125.0
 AA2604'FT (38.1 M) SOUTH-SOUTHEAST OF A POWER POLE ACROSS THE ROAD, 135.8
 AA2604'NORTH-NORTHEAST OF A POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD,
 AA2604'145.6 FT (44.4 M) NORTH OF A TWELVE-INCH WOOD POST AT THE SOUTH END OF
 AA2604'THE FENCE, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA2604'FLUSH WITH THE GROUND. STATION 3-12 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2604'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2605 ***********************************************************************
 AA2605  DESIGNATION -  3 12
 AA2605  PID         -  AA2605
 AA2605  STATE/COUNTY-  AL/BARBOUR
 AA2605  USGS QUAD   -  CLIO (1979)
 AA2605
 AA2605                         *CURRENT SURVEY CONTROL
 AA2605  ___________________________________________________________________
 AA2605* NAD 83(1992)-  31 39 38.53058(N)    085 31 19.09447(W)     ADJUSTED  
 AA2605* NAVD 88     -       127.6    (meters)     419.     (feet)  VERTCON   
 AA2605  ___________________________________________________________________
 AA2605  X           -     424,268.369 (meters)                     COMP
 AA2605  Y           -  -5,417,398.809 (meters)                     COMP
 AA2605  Z           -   3,328,520.086 (meters)                     COMP
 AA2605  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AA2605  ELLIP HEIGHT-         101.43  (meters)          (07/29/02) GPS OBS
 AA2605  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AA2605
 AA2605  HORZ ORDER  -  FIRST
 AA2605  ELLP ORDER  -  FOURTH    CLASS I
 AA2605
 AA2605.The horizontal coordinates were established by GPS observations
 AA2605.and adjusted by the National Geodetic Survey in November 1994..
 AA2605
 AA2605.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2605
 AA2605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2605
 AA2605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2605
 AA2605.The ellipsoidal height was determined by GPS observations
 AA2605.and is referenced to NAD 83.
 AA2605
 AA2605.The geoid height was determined by GEOID03.
 AA2605
 AA2605;                    North         East     Units Scale Factor Converg.
 AA2605;SPC AL E     -   128,725.104   229,528.349   MT  0.99997075   +0 09 48.4
 AA2605;UTM  16      - 3,503,776.984   640,126.458   MT  0.99984217   +0 46 33.3
 AA2605
 AA2605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2605!SPC AL E     -   0.99998407  x   0.99997075  =   0.99995482
 AA2605!UTM  16      -   0.99998407  x   0.99984217  =   0.99982625
 AA2605
 AA2605:                Primary Azimuth Mark                     Grid Az
 AA2605:SPC AL E     -  3 11                                     182 45 57.8
 AA2605:UTM  16      -  3 11                                     182 09 12.9
 AA2605
 AA2605|---------------------------------------------------------------------|
 AA2605| PID    Reference Object                     Distance      Geod. Az  |
 AA2605|                                                           dddmmss.s |
 AA2605| AA2604 3 11                                APPROX. 0.5 KM 1825546.2 |
 AA2605|---------------------------------------------------------------------|
 AA2605
 AA2605                          SUPERSEDED SURVEY CONTROL
 AA2605
 AA2605  NGVD 29 (11/30/94)  127.7    (m)          419.     (f) GPS OBS        
 AA2605
 AA2605.Superseded values are not recommended for survey control.
 AA2605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2605.See file dsdata.txt to determine how the superseded data were derived.
 AA2605
 AA2605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4012603777(NAD 83)
 AA2605_MARKER: DD = SURVEY DISK
 AA2605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2605_SP_SET: CONCRETE POST
 AA2605_STAMPING: 3-12 1993
 AA2605_MARK LOGO: ALHD  
 AA2605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2605+STABILITY: SURFACE MOTION
 AA2605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2605+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2605
 AA2605  HISTORY     - Date     Condition        Report By
 AA2605  HISTORY     - 1993     MONUMENTED       ALHD
 AA2605
 AA2605                          STATION DESCRIPTION
 AA2605
 AA2605'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2605'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 AA2605'BARBOUR COUNTY ROAD NO. 33, ABOUT 0.90 MI (1.45 KM) SOUTHWEST OF BLUE
 AA2605'SPRINGS, AND ABOUT 6.15 MI (9.90 KM) SOUTHEAST OF CLIO. TO REACH THE
 AA2605'STATION FROM THE JUNCTION OF ALA 10 AND ALA 51 (MILE POST 206.00 ON
 AA2605'ALA 10 AND MILE POST 33.65 ON ALA 51) AT A TRAFFIC LIGHT IN CLIO,
 AA2605'DRIVE SOUTHEAST ON ALA 10 FOR 6.40 MI (10.30 KM) TO MILE POST 212.40
 AA2605'AND BARBOUR COUNTY ROAD NO. 33 ON THE RIGHT, TURN RIGHT ON BARBOUR
 AA2605'COUNTY ROAD NO. 33 AND DRIVE SOUTHWEST AND SOUTH FOR 0.50 MI (0.80 KM)
 AA2605'TO THE STATION ON THE RIGHT. THE STATION IS 4.3 FT (1.3 M) EAST OF A
 AA2605'HOG WIRE FENCE WITH THREE STRANDS OF BARBED WIRE ON TREATED WOOD
 AA2605'POSTS, 37.2 FT (11.3 M) WEST OF THE CENTERLINE OF BARBOUR COUNTY ROAD
 AA2605'NO. 33, 112.6 FT (34.3 M) SOUTH OF A TRANSFORMER POWER POLE, 115.1 FT
 AA2605'(35.1 M) SOUTH-SOUTHWEST OF THE SOUTH END OF THE WEST HEADWALL OF AN
 AA2605'EIGHTEEN-INCH CONCRETE PIPE UNDER BARBOUR COUNTY ROAD NO. 33, 119.6 FT
 AA2605'(36.5 M) SOUTH OF A BURIED CABLE WARNING SIGN, 4.0 FT (1.2 M) EAST OF
 AA2605'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 3-11
 AA2605'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2606 ***********************************************************************
 AA2606  DESIGNATION -  3 13
 AA2606  PID         -  AA2606
 AA2606  STATE/COUNTY-  AL/BARBOUR
 AA2606  USGS QUAD   -  TEXASVILLE (1969)
 AA2606
 AA2606                         *CURRENT SURVEY CONTROL
 AA2606  ___________________________________________________________________
 AA2606* NAD 83(1992)-  31 39 59.45970(N)    085 26 19.83298(W)     ADJUSTED  
 AA2606* NAVD 88     -       104.7    (meters)     344.     (feet)  VERTCON   
 AA2606  ___________________________________________________________________
 AA2606  X           -     432,099.350 (meters)                     COMP
 AA2606  Y           -  -5,416,420.809 (meters)                     COMP
 AA2606  Z           -   3,329,056.739 (meters)                     COMP
 AA2606  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AA2606  ELLIP HEIGHT-          78.53  (meters)          (07/29/02) GPS OBS
 AA2606  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AA2606
 AA2606  HORZ ORDER  -  FIRST
 AA2606  ELLP ORDER  -  FOURTH    CLASS I
 AA2606
 AA2606.The horizontal coordinates were established by GPS observations
 AA2606.and adjusted by the National Geodetic Survey in November 1994..
 AA2606
 AA2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2606
 AA2606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2606
 AA2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2606
 AA2606.The ellipsoidal height was determined by GPS observations
 AA2606.and is referenced to NAD 83.
 AA2606
 AA2606.The geoid height was determined by GEOID03.
 AA2606
 AA2606;                    North         East     Units Scale Factor Converg.
 AA2606;SPC AL E     -   129,395.197   237,409.604   MT  0.99997725   +0 12 25.6
 AA2606;UTM  16      - 3,504,531.207   647,999.171   MT  0.99987015   +0 49 11.0
 AA2606
 AA2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2606!SPC AL E     -   0.99998767  x   0.99997725  =   0.99996492
 AA2606!UTM  16      -   0.99998767  x   0.99987015  =   0.99985782
 AA2606
 AA2606:                Primary Azimuth Mark                     Grid Az
 AA2606:SPC AL E     -  3 14                                     093 08 30.6
 AA2606:UTM  16      -  3 14                                     092 31 45.2
 AA2606
 AA2606|---------------------------------------------------------------------|
 AA2606| PID    Reference Object                     Distance      Geod. Az  |
 AA2606|                                                           dddmmss.s |
 AA2606| AA2607 3 14                                405.029 METERS 0932056.2 |
 AA2606|---------------------------------------------------------------------|
 AA2606
 AA2606                          SUPERSEDED SURVEY CONTROL
 AA2606
 AA2606  ELLIP H (11/30/94)   78.52   (m)                       GP(       ) 4 1
 AA2606  NGVD 29 (11/30/94)  104.8    (m)          344.     (f) GPS OBS        
 AA2606
 AA2606.Superseded values are not recommended for survey control.
 AA2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2606.See file dsdata.txt to determine how the superseded data were derived.
 AA2606
 AA2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4799904531(NAD 83)
 AA2606_MARKER: DD = SURVEY DISK
 AA2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2606_SP_SET: CONCRETE POST
 AA2606_STAMPING: 3-13 1993
 AA2606_MARK LOGO: ALHD  
 AA2606_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2606+STABILITY: SURFACE MOTION
 AA2606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2606+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2606
 AA2606  HISTORY     - Date     Condition        Report By
 AA2606  HISTORY     - 1993     MONUMENTED       ALHD
 AA2606
 AA2606                          STATION DESCRIPTION
 AA2606
 AA2606'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2606'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2606'MAVIS CARROLL ROAD, ABOUT 4.05 MI (6.52 KM) EAST OF BLUE SPRINGS AND
 AA2606'ABOUT 3.45 MI (5.55 KM) SOUTH OF TEXASVILLE. TO REACH THE STATION FROM
 AA2606'THE JUNCTION OF ALA 10 AND ALA 51 (MILE POST 206.00 ON ALA 10 AND MILE
 AA2606'POST 33.65 ON ALA 51) AT A TRAFFIC LIGHT IN CLIO, DRIVE SOUTHEAST ON
 AA2606'ALA 10 FOR 9.15 MI (14.73 KM) TO MILE POST 215.15 AND BARBOUR COUNTY
 AA2606'ROAD NO. 53 ON THE LEFT, TURN LEFT ON BARBOUR COUNTY ROAD NO. 53 AND
 AA2606'DRIVE NORTHEAST FOR 2.05 MI (3.30 KM) TO MAVIS CARROLL ROAD ON THE
 AA2606'RIGHT, TURN RIGHT ON MAVIS CARROLL ROAD AND DRIVE SOUTHEAST FOR 0.70
 AA2606'MI (1.13 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.3 FT (1.0
 AA2606'M) NORTH-NORTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON STEEL POSTS,
 AA2606'60.0 FT (18.3 M) SOUTH-SOUTHWEST OF THE CENTER OF MAVIS CARROLL ROAD,
 AA2606'65.4 FT (19.9 M) SOUTHEAST OF A TELEPHONE CABLE POLE, 133.3 FT (40.6
 AA2606'M) WEST-NORTHWEST OF A BURIED CABLE WARNING SIGN, 160.0 FT (48.8 M)
 AA2606'SOUTHEAST OF THE SOUTHEAST CORNER OF A DOUBLE TEN BY TEN FOOT CONCRETE
 AA2606'CULVERT UNDER MAVIS CARROLL ROAD, 3.1 FT (0.9 M) NORTH OF A CARSONITE
 AA2606'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 3-14 1993 MAY BE
 AA2606'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2607 ***********************************************************************
 AA2607  DESIGNATION -  3 14
 AA2607  PID         -  AA2607
 AA2607  STATE/COUNTY-  AL/BARBOUR
 AA2607  USGS QUAD   -  TEXASVILLE (1969)
 AA2607
 AA2607                         *CURRENT SURVEY CONTROL
 AA2607  ___________________________________________________________________
 AA2607* NAD 83(1992)-  31 39 58.69125(N)    085 26 04.48388(W)     ADJUSTED  
 AA2607* NAVD 88     -       119.6    (meters)     392.     (feet)  VERTCON   
 AA2607  ___________________________________________________________________
 AA2607  X           -     432,504.407 (meters)                     COMP
 AA2607  Y           -  -5,416,413.650 (meters)                     COMP
 AA2607  Z           -   3,329,044.406 (meters)                     COMP
 AA2607  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AA2607  ELLIP HEIGHT-          93.41  (meters)          (07/29/02) GPS OBS
 AA2607  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 AA2607
 AA2607  HORZ ORDER  -  FIRST
 AA2607  ELLP ORDER  -  FOURTH    CLASS I
 AA2607
 AA2607.The horizontal coordinates were established by GPS observations
 AA2607.and adjusted by the National Geodetic Survey in November 1994..
 AA2607
 AA2607.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2607.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2607
 AA2607.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2607
 AA2607.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2607
 AA2607.The ellipsoidal height was determined by GPS observations
 AA2607.and is referenced to NAD 83.
 AA2607
 AA2607.The geoid height was determined by GEOID03.
 AA2607
 AA2607;                    North         East     Units Scale Factor Converg.
 AA2607;SPC AL E     -   129,372.999   237,814.015   MT  0.99997763   +0 12 33.6
 AA2607;UTM  16      - 3,504,513.336   648,403.753   MT  0.99987163   +0 49 19.0
 AA2607
 AA2607!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2607!SPC AL E     -   0.99998533  x   0.99997763  =   0.99996296
 AA2607!UTM  16      -   0.99998533  x   0.99987163  =   0.99985696
 AA2607
 AA2607:                Primary Azimuth Mark                     Grid Az
 AA2607:SPC AL E     -  3 13                                     273 08 30.7
 AA2607:UTM  16      -  3 13                                     272 31 45.3
 AA2607
 AA2607|---------------------------------------------------------------------|
 AA2607| PID    Reference Object                     Distance      Geod. Az  |
 AA2607|                                                           dddmmss.s |
 AA2607| AA2606 3 13                                405.029 METERS 2732104.3 |
 AA2607|---------------------------------------------------------------------|
 AA2607
 AA2607                          SUPERSEDED SURVEY CONTROL
 AA2607
 AA2607  ELLIP H (11/30/94)   93.40   (m)                       GP(       ) 4 1
 AA2607  NGVD 29 (11/30/94)  119.7    (m)          393.     (f) GPS OBS        
 AA2607
 AA2607.Superseded values are not recommended for survey control.
 AA2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2607.See file dsdata.txt to determine how the superseded data were derived.
 AA2607
 AA2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4840404513(NAD 83)
 AA2607_MARKER: DD = SURVEY DISK
 AA2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2607_SP_SET: CONCRETE POST
 AA2607_STAMPING: 3-14 1993
 AA2607_MARK LOGO: ALHD  
 AA2607_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2607+STABILITY: SURFACE MOTION
 AA2607_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2607+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2607
 AA2607  HISTORY     - Date     Condition        Report By
 AA2607  HISTORY     - 1993     MONUMENTED       ALHD
 AA2607
 AA2607                          STATION DESCRIPTION
 AA2607
 AA2607'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2607'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2607'MAVIS CARROLL ROAD, ABOUT 4.35 MI (7.00 KM) EAST OF BLUE SPRINGS AND
 AA2607'ABOUT 3.35 MI (5.39 KM) SOUTH OF TEXASVILLE. TO REACH THE STATION FROM
 AA2607'THE JUNCTION OF ALA 10 AND ALA 51 (MILE POST 206.00 ON ALA 10 AND MILE
 AA2607'POST 33.65 ON ALA 51) AT A TRAFFIC LIGHT IN CLIO, DRIVE SOUTHEAST ON
 AA2607'ALA 10 FOR 9.15 MI (14.73 KM) TO MILE POST 215.15 AND BARBOUR COUNTY
 AA2607'ROAD NO. 53 ON THE LEFT, TURN LEFT ON BARBOUR COUNTY ROAD NO. 53 AND
 AA2607'DRIVE NORTHEAST FOR 2.05 MI (3.30 KM) TO MAVIS CARROLL ROAD ON THE
 AA2607'RIGHT, TURN RIGHT ON MAVIS CARROLL ROAD AND DRIVE SOUTHEAST FOR 0.95
 AA2607'MI (1.53 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M)
 AA2607'SOUTH OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED
 AA2607'WOOD POSTS, 36.2 FT (11.0 M) NORTH OF THE CENTERLINE OF MAVIS CARROLL
 AA2607'ROAD, 37.8 FT (11.5 M) WEST OF A POWER POLE, 126.6 FT (38.6 M) WEST OF
 AA2607'THE SOUTHEAST CORNER OF THE FENCE, 3.2 FT (1.0 M) SOUTH OF A CARSONITE
 AA2607'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 3-13 1993 MAY BE
 AA2607'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2608 ***********************************************************************
 AA2608  DESIGNATION -  3 15
 AA2608  PID         -  AA2608
 AA2608  STATE/COUNTY-  AL/BARBOUR
 AA2608  USGS QUAD   -  JOSIE (1968)
 AA2608
 AA2608                         *CURRENT SURVEY CONTROL
 AA2608  ___________________________________________________________________
 AA2608* NAD 83(1992)-  31 45 13.23768(N)    085 39 10.24022(W)     ADJUSTED  
 AA2608* NAVD 88     -       137.7    (meters)     452.     (feet)  VERTCON   
 AA2608  ___________________________________________________________________
 AA2608  X           -     411,482.903 (meters)                     COMP
 AA2608  Y           -  -5,412,959.536 (meters)                     COMP
 AA2608  Z           -   3,337,295.957 (meters)                     COMP
 AA2608  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AA2608  ELLIP HEIGHT-         111.47  (meters)          (07/29/02) GPS OBS
 AA2608  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AA2608
 AA2608  HORZ ORDER  -  FIRST
 AA2608  ELLP ORDER  -  FOURTH    CLASS I
 AA2608
 AA2608.The horizontal coordinates were established by GPS observations
 AA2608.and adjusted by the National Geodetic Survey in November 1994..
 AA2608
 AA2608.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2608
 AA2608.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2608
 AA2608.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2608
 AA2608.The ellipsoidal height was determined by GPS observations
 AA2608.and is referenced to NAD 83.
 AA2608
 AA2608.The geoid height was determined by GEOID03.
 AA2608
 AA2608;                    North         East     Units Scale Factor Converg.
 AA2608;SPC AL E     -   139,005.889   217,099.723   MT  0.99996360   +0 05 41.9
 AA2608;UTM  16      - 3,513,922.669   627,590.329   MT  0.99980078   +0 42 32.6
 AA2608
 AA2608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2608!SPC AL E     -   0.99998250  x   0.99996360  =   0.99994610
 AA2608!UTM  16      -   0.99998250  x   0.99980078  =   0.99978328
 AA2608
 AA2608:                Primary Azimuth Mark                     Grid Az
 AA2608:SPC AL E     -  3 16                                     071 49 52.5
 AA2608:UTM  16      -  3 16                                     071 13 01.8
 AA2608
 AA2608|---------------------------------------------------------------------|
 AA2608| PID    Reference Object                     Distance      Geod. Az  |
 AA2608|                                                           dddmmss.s |
 AA2608| AA2609 3 16                                421.867 METERS 0715534.4 |
 AA2608|---------------------------------------------------------------------|
 AA2608
 AA2608                          SUPERSEDED SURVEY CONTROL
 AA2608
 AA2608  ELLIP H (11/30/94)  111.48   (m)                       GP(       ) 4 1
 AA2608  NGVD 29 (11/30/94)  137.7    (m)          452.     (f) GPS OBS        
 AA2608
 AA2608.Superseded values are not recommended for survey control.
 AA2608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2608.See file dsdata.txt to determine how the superseded data were derived.
 AA2608
 AA2608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA2759013923(NAD 83)
 AA2608_MARKER: DD = SURVEY DISK
 AA2608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2608_SP_SET: CONCRETE POST
 AA2608_STAMPING: 3-15 1993
 AA2608_MARK LOGO: ALHD  
 AA2608_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2608+STABILITY: SURFACE MOTION
 AA2608_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2608+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2608
 AA2608  HISTORY     - Date     Condition        Report By
 AA2608  HISTORY     - 1993     MONUMENTED       ALHD
 AA2608
 AA2608                          STATION DESCRIPTION
 AA2608
 AA2608'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2608'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2608'OF BARBOUR COUNTY ROAD NO. 3, ABOUT 4.00 MI (6.44 KM) NORTHWEST OF
 AA2608'CLIO AND ABOUT 6.05 MI (9.74 KM) SOUTHWEST OF LOUISVILLE. TO REACH THE
 AA2608'STATION FROM THE JUNCTION OF ALA 10 AND ALA 51 (MILE POST 206.00 ON
 AA2608'ALA 10 AND MILE POST 33.65 ON ALA 51) AT A TRAFFIC LIGHT IN CLIO,
 AA2608'DRIVE WEST ON ALA 10 FOR 2.05 MI (3.30 KM) TO MILE POST 203.95 AND
 AA2608'BARBOUR COUNTY ROAD NO. 3 ON THE RIGHT, TURN RIGHT ON BARBOUR COUNTY
 AA2608'ROAD NO. 3 AND DRIVE NORTHWEST FOR 2.70 MI (4.35 KM) TO A
 AA2608'T-INTERSECTION WITH BARBOUR COUNTY ROAD NO. 5 ON THE LEFT AND BARBOUR
 AA2608'COUNTY ROAD NO. 3 ON THE RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO.
 AA2608'3 AND DRIVE NORTHEAST FOR 0.80 MI (1.29 KM) TO THE STATION ON THE
 AA2608'LEFT. THE STATION IS 3.2 FT (1.0 M) SOUTHEAST OF A SIX STRAND BARBED
 AA2608'WIRE FENCE ON RUSTY STEEL POSTS, 38.5 FT (11.7 M) NORTHWEST OF THE
 AA2608'CENTERLINE OF BARBOUR COUNTY ROAD NO. 3, 3.2 FT (1.0 M) SOUTH OF A
 AA2608'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 3-16
 AA2608'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2609 ***********************************************************************
 AA2609  DESIGNATION -  3 16
 AA2609  PID         -  AA2609
 AA2609  STATE/COUNTY-  AL/BARBOUR
 AA2609  USGS QUAD   -  JOSIE (1968)
 AA2609
 AA2609                         *CURRENT SURVEY CONTROL
 AA2609  ___________________________________________________________________
 AA2609* NAD 83(1992)-  31 45 17.48670(N)    085 38 55.00138(W)     ADJUSTED  
 AA2609* NAVD 88     -       143.5    (meters)     471.     (feet)  VERTCON   
 AA2609  ___________________________________________________________________
 AA2609  X           -     411,877.962 (meters)                     COMP
 AA2609  Y           -  -5,412,865.386 (meters)                     COMP
 AA2609  Z           -   3,337,410.310 (meters)                     COMP
 AA2609  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AA2609  ELLIP HEIGHT-         117.30  (meters)          (07/29/02) GPS OBS
 AA2609  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AA2609
 AA2609  HORZ ORDER  -  FIRST
 AA2609  ELLP ORDER  -  FOURTH    CLASS I
 AA2609
 AA2609.The horizontal coordinates were established by GPS observations
 AA2609.and adjusted by the National Geodetic Survey in November 1994..
 AA2609
 AA2609.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2609.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2609
 AA2609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2609
 AA2609.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2609
 AA2609.The ellipsoidal height was determined by GPS observations
 AA2609.and is referenced to NAD 83.
 AA2609
 AA2609.The geoid height was determined by GEOID03.
 AA2609
 AA2609;                    North         East     Units Scale Factor Converg.
 AA2609;SPC AL E     -   139,137.429   217,500.542   MT  0.99996378   +0 05 50.0
 AA2609;UTM  16      - 3,514,058.476   627,989.650   MT  0.99980203   +0 42 40.7
 AA2609
 AA2609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2609!SPC AL E     -   0.99998158  x   0.99996378  =   0.99994536
 AA2609!UTM  16      -   0.99998158  x   0.99980203  =   0.99978362
 AA2609
 AA2609:                Primary Azimuth Mark                     Grid Az
 AA2609:SPC AL E     -  3 15                                     251 49 52.4
 AA2609:UTM  16      -  3 15                                     251 13 01.7
 AA2609
 AA2609|---------------------------------------------------------------------|
 AA2609| PID    Reference Object                     Distance      Geod. Az  |
 AA2609|                                                           dddmmss.s |
 AA2609| AA2608 3 15                                421.867 METERS 2515542.4 |
 AA2609|---------------------------------------------------------------------|
 AA2609
 AA2609                          SUPERSEDED SURVEY CONTROL
 AA2609
 AA2609  ELLIP H (11/30/94)  117.31   (m)                       GP(       ) 4 1
 AA2609  NGVD 29 (11/30/94)  143.5    (m)          471.     (f) GPS OBS        
 AA2609
 AA2609.Superseded values are not recommended for survey control.
 AA2609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2609.See file dsdata.txt to determine how the superseded data were derived.
 AA2609
 AA2609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA2799014058(NAD 83)
 AA2609_MARKER: DD = SURVEY DISK
 AA2609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2609_SP_SET: CONCRETE POST
 AA2609_STAMPING: 3-16 1993
 AA2609_MARK LOGO: ALHD  
 AA2609_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2609+STABILITY: SURFACE MOTION
 AA2609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2609+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2609
 AA2609  HISTORY     - Date     Condition        Report By
 AA2609  HISTORY     - 1993     MONUMENTED       ALHD
 AA2609
 AA2609                          STATION DESCRIPTION
 AA2609
 AA2609'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2609'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2609'BARBOUR COUNTY ROAD NO. 3, ABOUT 3.85 MI (6.20 KM) NORTHWEST OF CLIO
 AA2609'AND ABOUT 5.70 MI (9.17 KM) SOUTHWEST OF LOUISVILLE. TO REACH THE
 AA2609'STATION FROM THE JUNCTION OF ALA 10 AND ALA 51 (MILE POST 206.00 ON
 AA2609'ALA 10 AND MILE POST 33.65 ON ALA 51) AT A TRAFFIC LIGHT IN CLIO,
 AA2609'DRIVE WEST ON ALA 10 FOR 2.05 MI (3.30 KM) TO MILE POST 203.95 AND
 AA2609'BARBOUR COUNTY ROAD NO. 3 ON THE RIGHT, TURN RIGHT ON BARBOUR COUNTY
 AA2609'ROAD NO. 3 AND DRIVE NORTHWEST FOR 2.70 MI (4.35 KM) TO A
 AA2609'T-INTERSECTION WITH BARBOUR COUNTY ROAD NO. 5 ON THE LEFT AND BARBOUR
 AA2609'COUNTY ROAD NO. 3 ON THE RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO.
 AA2609'3 AND DRIVE NORTHEAST FOR 1.10 MI (1.77 KM) TO THE STATION ON THE
 AA2609'RIGHT. THE STATION IS 3.5 FT (1.1 M) NORTH-NORTHWEST OF A HOG WIRE
 AA2609'FENCE WITH TWO STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS, 37.3
 AA2609'FT (11.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF BARBOUR COUNTY ROAD
 AA2609'NO. 3, 3.3 FT (1.0 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2609'WITH THE GROUND. STATION 3-15 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2609'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2610 ***********************************************************************
 AA2610  DESIGNATION -  3 17
 AA2610  PID         -  AA2610
 AA2610  STATE/COUNTY-  AL/BARBOUR
 AA2610  USGS QUAD   -  LOUISVILLE (1968)
 AA2610
 AA2610                         *CURRENT SURVEY CONTROL
 AA2610  ___________________________________________________________________
 AA2610* NAD 83(1992)-  31 45 35.62286(N)    085 32 46.26110(W)     ADJUSTED  
 AA2610* NAVD 88     -       163.4    (meters)     536.     (feet)  GPS OBS   
 AA2610  ___________________________________________________________________
 AA2610  X           -     421,532.384 (meters)                     COMP
 AA2610  Y           -  -5,411,844.241 (meters)                     COMP
 AA2610  Z           -   3,337,895.815 (meters)                     COMP
 AA2610  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AA2610  ELLIP HEIGHT-         137.29  (meters)          (08/29/05) GPS OBS
 AA2610  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AA2610
 AA2610  HORZ ORDER  -  A
 AA2610  ELLP ORDER  -  FOURTH    CLASS I
 AA2610
 AA2610.The horizontal coordinates were established by GPS observations
 AA2610.and adjusted by the National Geodetic Survey in August 2005..
 AA2610
 AA2610.The orthometric height was determined by GPS observations and a
 AA2610.high-resolution geoid model.
 AA2610
 AA2610.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2610
 AA2610.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2610
 AA2610.The ellipsoidal height was determined by GPS observations
 AA2610.and is referenced to NAD 83.
 AA2610
 AA2610.The geoid height was determined by GEOID03.
 AA2610
 AA2610;                    North         East     Units Scale Factor Converg.
 AA2610;SPC AL E     -   139,717.047   227,203.110   MT  0.99996912   +0 09 04.1
 AA2610;UTM  16      - 3,514,741.959   637,684.009   MT  0.99983380   +0 45 55.3
 AA2610
 AA2610!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2610!SPC AL E     -   0.99997844  x   0.99996912  =   0.99994756
 AA2610!UTM  16      -   0.99997844  x   0.99983380  =   0.99981225
 AA2610
 AA2610:                Primary Azimuth Mark                     Grid Az
 AA2610:SPC AL E     -  3 18                                     340 41 11.2
 AA2610:UTM  16      -  3 18                                     340 04 20.0
 AA2610
 AA2610|---------------------------------------------------------------------|
 AA2610| PID    Reference Object                     Distance      Geod. Az  |
 AA2610|                                                           dddmmss.s |
 AA2610| AA2611 3 18                                474.615 METERS 3405015.3 |
 AA2610|---------------------------------------------------------------------|
 AA2610
 AA2610                          SUPERSEDED SURVEY CONTROL
 AA2610
 AA2610  ELLIP H (07/29/02)  137.23   (m)                       GP(       ) 4 1
 AA2610  NAD 83(1992)-  31 45 35.62296(N)    085 32 46.26316(W) AD(       ) 1
 AA2610  ELLIP H (11/30/94)  137.24   (m)                       GP(       ) 4 1
 AA2610  NGVD 29 (11/30/94)  163.4    (m)          536.     (f) GPS OBS        
 AA2610
 AA2610.Superseded values are not recommended for survey control.
 AA2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2610.See file dsdata.txt to determine how the superseded data were derived.
 AA2610
 AA2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3768414742(NAD 83)
 AA2610_MARKER: DD = SURVEY DISK
 AA2610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2610_SP_SET: CONCRETE POST
 AA2610_STAMPING: 3-17 1993
 AA2610_MARK LOGO: ALHD  
 AA2610_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2610+STABILITY: SURFACE MOTION
 AA2610_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2610+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA2610
 AA2610  HISTORY     - Date     Condition        Report By
 AA2610  HISTORY     - 1993     MONUMENTED       ALHD
 AA2610  HISTORY     - 20040412 GOOD             ALHD
 AA2610  HISTORY     - 20040624 GOOD             ALDOT
 AA2610
 AA2610                          STATION DESCRIPTION
 AA2610
 AA2610'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2610'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 AA2610'BLUE SPRINGS HIGHWAY (BARBOUR COUNTY ROAD NO. 33), ABOUT 1.45 MI (2.33
 AA2610'KM) SOUTH-SOUTHEAST OF LOUISVILLE AND ABOUT 5.10 MI (8.21 KM)
 AA2610'NORTHEAST OF CLIO. TO REACH THE STATION FROM THE JUNCTION OF ALA 51
 AA2610'AND ALA 130 (MILE POST 39.90 ON ALA 51 AND MILE POST 15.65 ON ALA 130)
 AA2610'IN LOUISVILLE, DRIVE EAST ON ALA 51 FOR 0.15 MI (0.24 KM) TO MILE POST
 AA2610'40.05 AND PLANER MILL ROAD ON THE RIGHT, TURN RIGHT ON PLANER MILL
 AA2610'ROAD AND DRIVE SOUTHWEST FOR 0.15 MI (0.24 KM) TO BLUE SPRINGS ROAD ON
 AA2610'THE LEFT, TURN LEFT ON BLUE SPRINGS ROAD AND DRIVE SOUTH AND SOUTHEAST
 AA2610'FOR 1.60 MI (2.57 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.3
 AA2610'FT (1.0 M) EAST-NORTHEAST OF A THREE STRAND BARBED WIRE FENCE ON OLD
 AA2610'TREATED WOOD POSTS, 37.7 FT (11.5 M) WEST-SOUTHWEST OF THE CENTERLINE
 AA2610'OF BLUE SPRINGS HWY, 163.3 FT (49.8 M) SOUTH-SOUTHEAST OF A POWER POLE
 AA2610'IN A FIELD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA2610'FLUSH WITH THE GROUND. STATION 3-18 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2610'THIS STATION.
 AA2610
 AA2610                          STATION RECOVERY (2004)
 AA2610
 AA2610'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004
 AA2610'RECOVERED IN GOOD CONDITION.
 AA2610
 AA2610                          STATION RECOVERY (2004)
 AA2610
 AA2610'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (CL)
 AA2610'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2611 ***********************************************************************
 AA2611  DESIGNATION -  3 18
 AA2611  PID         -  AA2611
 AA2611  STATE/COUNTY-  AL/BARBOUR
 AA2611  USGS QUAD   -  LOUISVILLE (1968)
 AA2611
 AA2611                         *CURRENT SURVEY CONTROL
 AA2611  ___________________________________________________________________
 AA2611* NAD 83(1992)-  31 45 50.17825(N)    085 32 52.18131(W)     ADJUSTED  
 AA2611* NAVD 88     -       160.1    (meters)     525.     (feet)  VERTCON   
 AA2611  ___________________________________________________________________
 AA2611  X           -     421,358.509 (meters)                     COMP
 AA2611  Y           -  -5,411,618.165 (meters)                     COMP
 AA2611  Z           -   3,338,275.206 (meters)                     COMP
 AA2611  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AA2611  ELLIP HEIGHT-         133.88  (meters)          (07/29/02) GPS OBS
 AA2611  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AA2611
 AA2611  HORZ ORDER  -  FIRST
 AA2611  ELLP ORDER  -  FOURTH    CLASS I
 AA2611
 AA2611.The horizontal coordinates were established by GPS observations
 AA2611.and adjusted by the National Geodetic Survey in November 1994..
 AA2611
 AA2611.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2611.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2611
 AA2611.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2611
 AA2611.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2611
 AA2611.The ellipsoidal height was determined by GPS observations
 AA2611.and is referenced to NAD 83.
 AA2611
 AA2611.The geoid height was determined by GEOID03.
 AA2611
 AA2611;                    North         East     Units Scale Factor Converg.
 AA2611;SPC AL E     -   140,164.939   227,046.142   MT  0.99996902   +0 09 01.1
 AA2611;UTM  16      - 3,515,188.081   637,522.270   MT  0.99983325   +0 45 52.5
 AA2611
 AA2611!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2611!SPC AL E     -   0.99997898  x   0.99996902  =   0.99994800
 AA2611!UTM  16      -   0.99997898  x   0.99983325  =   0.99981223
 AA2611
 AA2611:                Primary Azimuth Mark                     Grid Az
 AA2611:SPC AL E     -  3 17                                     160 41 11.1
 AA2611:UTM  16      -  3 17                                     160 04 19.7
 AA2611
 AA2611|---------------------------------------------------------------------|
 AA2611| PID    Reference Object                     Distance      Geod. Az  |
 AA2611|                                                           dddmmss.s |
 AA2611| AA2610 3 17                                474.615 METERS 1605012.2 |
 AA2611|---------------------------------------------------------------------|
 AA2611
 AA2611                          SUPERSEDED SURVEY CONTROL
 AA2611
 AA2611  ELLIP H (11/30/94)  133.89   (m)                       GP(       ) 4 1
 AA2611  NGVD 29 (11/30/94)  160.1    (m)          525.     (f) GPS OBS        
 AA2611
 AA2611.Superseded values are not recommended for survey control.
 AA2611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2611.See file dsdata.txt to determine how the superseded data were derived.
 AA2611
 AA2611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3752215188(NAD 83)
 AA2611_MARKER: DD = SURVEY DISK
 AA2611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2611_SP_SET: CONCRETE POST
 AA2611_STAMPING: 3-18 1993
 AA2611_MARK LOGO: ALHD  
 AA2611_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2611+STABILITY: SURFACE MOTION
 AA2611_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2611+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2611
 AA2611  HISTORY     - Date     Condition        Report By
 AA2611  HISTORY     - 1993     MONUMENTED       ALHD
 AA2611
 AA2611                          STATION DESCRIPTION
 AA2611
 AA2611'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2611'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2611'OF BLUE SPRINGS HIGHWAY (BARBOUR COUNTY ROAD NO. 33), ABOUT 1.75 MI
 AA2611'(2.82 KM) SOUTH-SOUTHEAST OF LOUISVILLE AND ABOUT 5.20 MI (8.37 KM)
 AA2611'NORTHEAST OF CLIO. TO REACH THE STATION FROM THE JUNCTION OF ALA 51
 AA2611'AND ALA 130 (MILE POST 39.90 ON ALA 51 AND MILE POST 15.65 ON ALA 130)
 AA2611'IN LOUISVILLE, DRIVE EAST ON ALA 51 FOR 0.15 MI (0.24 KM) TO MILE POST
 AA2611'40.05 AND PLANER MILL ROAD ON THE RIGHT, TURN RIGHT ON PLANER MILL
 AA2611'ROAD AND DRIVE SOUTHWEST FOR 0.15 MI (0.24 KM) TO BLUE SPRINGS ROAD ON
 AA2611'THE LEFT, TURN LEFT ON BLUE SPRINGS ROAD AND DRIVE SOUTH AND SOUTHEAST
 AA2611'FOR 1.30 MI (2.09 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.3
 AA2611'FT (1.0 M) NORTHEAST OF A THREE STRAND BARBED WIRE FENCE ON OLD
 AA2611'TREATED WOOD POSTS, 34.8 FT (10.6 M) SOUTHWEST OF THE CENTERLINE OF
 AA2611'BLUE SPRINGS HWY, 165.0 FT (50.3 M) SOUTHEAST OF AN ANGLE POWER POLE
 AA2611'WITH THREE GUY WIRES ACROSS THE ROAD, 3.1 FT (0.9 M) NORTHEAST OF A
 AA2611'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 3-17
 AA2611'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2612 ***********************************************************************
 AA2612  DESIGNATION -  3 19
 AA2612  PID         -  AA2612
 AA2612  STATE/COUNTY-  AL/BARBOUR
 AA2612  USGS QUAD   -  LOUISVILLE (1968)
 AA2612
 AA2612                         *CURRENT SURVEY CONTROL
 AA2612  ___________________________________________________________________
 AA2612* NAD 83(1992)-  31 47 14.47789(N)    085 30 08.61089(W)     ADJUSTED  
 AA2612* NAVD 88     -       145.7    (meters)     478.     (feet)  VERTCON   
 AA2612  ___________________________________________________________________
 AA2612  X           -     425,541.675 (meters)                     COMP
 AA2612  Y           -  -5,409,907.059 (meters)                     COMP
 AA2612  Z           -   3,340,475.029 (meters)                     COMP
 AA2612  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA2612  ELLIP HEIGHT-         119.55  (meters)          (07/29/02) GPS OBS
 AA2612  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AA2612
 AA2612  HORZ ORDER  -  FIRST
 AA2612  ELLP ORDER  -  FOURTH    CLASS I
 AA2612
 AA2612.The horizontal coordinates were established by GPS observations
 AA2612.and adjusted by the National Geodetic Survey in November 1994..
 AA2612
 AA2612.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2612.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2612
 AA2612.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2612
 AA2612.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2612
 AA2612.The ellipsoidal height was determined by GPS observations
 AA2612.and is referenced to NAD 83.
 AA2612
 AA2612.The geoid height was determined by GEOID03.
 AA2612
 AA2612;                    North         East     Units Scale Factor Converg.
 AA2612;SPC AL E     -   142,773.540   231,342.476   MT  0.99997211   +0 10 27.6
 AA2612;UTM  16      - 3,517,842.264   641,789.826   MT  0.99984795   +0 47 20.5
 AA2612
 AA2612!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2612!SPC AL E     -   0.99998123  x   0.99997211  =   0.99995334
 AA2612!UTM  16      -   0.99998123  x   0.99984795  =   0.99982918
 AA2612
 AA2612                          SUPERSEDED SURVEY CONTROL
 AA2612
 AA2612  ELLIP H (11/30/94)  119.56   (m)                       GP(       ) 4 1
 AA2612  NGVD 29 (11/30/94)  145.7    (m)          478.     (f) GPS OBS        
 AA2612
 AA2612.Superseded values are not recommended for survey control.
 AA2612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2612.See file dsdata.txt to determine how the superseded data were derived.
 AA2612
 AA2612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4179017842(NAD 83)
 AA2612_MARKER: DD = SURVEY DISK
 AA2612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2612_SP_SET: CONCRETE POST
 AA2612_STAMPING: 3-19 1993
 AA2612_MARK LOGO: ALHD  
 AA2612_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2612+STABILITY: SURFACE MOTION
 AA2612_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2612+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2612
 AA2612  HISTORY     - Date     Condition        Report By
 AA2612  HISTORY     - 1993     MONUMENTED       ALHD
 AA2612
 AA2612                          STATION DESCRIPTION
 AA2612
 AA2612'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2612'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 AA2612'BARBOUR COUNTY ROAD NO. 19, ABOUT 3.10 MI (4.99 KM) EAST OF LOUISVILLE
 AA2612'AND ABOUT 7.05 MI (11.35 KM) SOUTHWEST OF CLAYTON. TO REACH THE
 AA2612'STATION FROM THE JUNCTION OF ALA 51 AND ALA 130 (MILE POST 39.90 ON
 AA2612'ALA 51 AND MILE POST 15.65 ON ALA 130) IN LOUISVILLE, DRIVE EAST AND
 AA2612'NORTHEAST ON ALA 51 FOR 0.60 MI (0.97 KM) TO MILE POST 40.50 AND
 AA2612'BARBOUR COUNTY ROAD NO. 26 (EUFAULA ST) ON THE RIGHT IN LOUISVILLE,
 AA2612'TURN RIGHT ON BARBOUR COUNTY ROAD NO. 26 AND DRIVE EAST AND NORTHEAST
 AA2612'FOR 3.15 MI (5.07 KM) TO A T-INTERSECTION WITH BARBOUR COUNTY ROAD NO.
 AA2612'19 LEFT AND RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO. 19 AND DRIVE
 AA2612'SOUTHEAST FOR 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT. THE
 AA2612'STATION IS 3.2 FT (1.0 M) EAST-NORTHEAST OF A FOUR STRAND BARBED WIRE
 AA2612'FENCE ON OLD TREATED WOOD POSTS, 38.3 FT (11.7 M) WEST-SOUTHWEST OF
 AA2612'THE CENTERLINE OF BARBOUR COUNTY ROAD NO. 19, 104.5 FT (31.9 M)
 AA2612'NORTH-NORTHWEST OF AN ANGLE POWER POLE WITH ONE GUY WIRE, 123.6 FT
 AA2612'(37.7 M) NORTHWEST OF THE NORTH FOUR BY TWELVE-INCH WOOD POST OF A
 AA2612'DOUBLE WOOD AND BARBED WIRE GATE ACROSS THE ROAD, 3.5 FT (1.1 M)
 AA2612'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2612'STATION 3-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2234 ***********************************************************************
 BT2234  DESIGNATION -  3 2
 BT2234  PID         -  BT2234
 BT2234  STATE/COUNTY-  AL/BARBOUR
 BT2234  USGS QUAD   -  EUFAULA NORTH (1968)
 BT2234
 BT2234                         *CURRENT SURVEY CONTROL
 BT2234  ___________________________________________________________________
 BT2234* NAD 83(1992)-  31 58 02.34125(N)    085 12 57.65814(W)     ADJUSTED  
 BT2234* NAVD 88     -        80.6    (meters)     264.     (feet)  VERTCON   
 BT2234  ___________________________________________________________________
 BT2234  X           -     451,692.523 (meters)                     COMP
 BT2234  Y           -  -5,397,155.581 (meters)                     COMP
 BT2234  Z           -   3,357,386.206 (meters)                     COMP
 BT2234  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BT2234  ELLIP HEIGHT-          54.27  (meters)          (07/29/02) GPS OBS
 BT2234  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BT2234
 BT2234  HORZ ORDER  -  FIRST
 BT2234  ELLP ORDER  -  FOURTH    CLASS I
 BT2234
 BT2234.The horizontal coordinates were established by GPS observations
 BT2234.and adjusted by the National Geodetic Survey in September 1997..
 BT2234
 BT2234.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2234.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2234
 BT2234.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2234
 BT2234.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2234
 BT2234.The ellipsoidal height was determined by GPS observations
 BT2234.and is referenced to NAD 83.
 BT2234
 BT2234.The geoid height was determined by GEOID03.
 BT2234
 BT2234;                    North         East     Units Scale Factor Converg.
 BT2234;SPC AL E     -   162,846.520   258,351.088   MT  1.00000197   +0 19 36.6
 BT2234;UTM  16      - 3,538,202.802   668,578.616   MT  0.99995049   +0 56 41.0
 BT2234
 BT2234!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2234!SPC AL E     -   0.99999148  x   1.00000197  =   0.99999345
 BT2234!UTM  16      -   0.99999148  x   0.99995049  =   0.99994197
 BT2234
 BT2234                          SUPERSEDED SURVEY CONTROL
 BT2234
 BT2234  NAD 83(1992)-  31 58 02.34162(N)    085 12 57.66096(W) AD(       ) 1
 BT2234  ELLIP H (12/04/92)   54.23   (m)                       GP(       ) 4 1
 BT2234  NAD 83(1986)-  31 58 02.34536(N)    085 12 57.64417(W) AD(       ) 1
 BT2234  NGVD 29 (12/04/92)   80.6    (m)          264.     (f) GPS OBS        
 BT2234
 BT2234.Superseded values are not recommended for survey control.
 BT2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2234.See file dsdata.txt to determine how the superseded data were derived.
 BT2234
 BT2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6857938203(NAD 83)
 BT2234_MARKER: DD = SURVEY DISK
 BT2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2234_SP_SET: CONCRETE POST
 BT2234_STAMPING: 3 -2 1989
 BT2234_MARK LOGO: ALHD  
 BT2234_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BT2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2234+STABILITY: SURFACE MOTION
 BT2234_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2234+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BT2234
 BT2234  HISTORY     - Date     Condition        Report By
 BT2234  HISTORY     - 1989     MONUMENTED       ALHD
 BT2234
 BT2234                          STATION DESCRIPTION
 BT2234
 BT2234'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2234'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2234'U.S. HIGHWAY 82, ABOUT 10.86 KM (6.75 MI) NORTHWEST OF EUFAULA AND
 BT2234'ABOUT 24.14 KM (15.00 MI) EAST-NORTHEAST OF CLAYTON.
 BT2234'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND 431 ON
 BT2234'THE NORTH SIDE OF EUFAULA, GO WEST ON U.S. 82 FOR 9.09 KM (5.65 MI) TO
 BT2234'MILE POST 232.75 AND THE STATION ON THE RIGHT.
 BT2234'THE STATION IS 14.63 M (48.0 FT) NORTHEAST OF THE CENTERLINE OF U.S.
 BT2234'82, 1.10 M (3.6 FT) SOUTHWEST OF A 4 STRAND BARBED WIRE FENCE, 59.44 M
 BT2234'(195.0 FT) SOUTHEAST OF A FENCE CORNER AT A BROWN AND TAN HOUSE
 BT2234'TRAILER, 70.41 M (231.0 FT) NORTHWEST OF THE NORTHEAST END OF A 24
 BT2234'INCH CONCRETE PIPE UNDER U.S. 82, 0.97 M (3.2 FT) SOUTH-SOUTHWEST OF A
 BT2234'CARSONITE WITNESS POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR
 BT2234'DRIVEN FLUSH WITH THE GROUND, AND SET FLUSH WITH THE GROUND.
 BT2234'BENCH MARK N 385 1952 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2613 ***********************************************************************
 AA2613  DESIGNATION -  3 20
 AA2613  PID         -  AA2613
 AA2613  STATE/COUNTY-  AL/BARBOUR
 AA2613  USGS QUAD   -  LOUISVILLE (1968)
 AA2613
 AA2613                         *CURRENT SURVEY CONTROL
 AA2613  ___________________________________________________________________
 AA2613* NAD 83(1992)-  31 47 32.52819(N)    085 30 20.56713(W)     ADJUSTED  
 AA2613* NAVD 88     -       152.7    (meters)     501.     (feet)  VERTCON   
 AA2613  ___________________________________________________________________
 AA2613  X           -     425,205.597 (meters)                     COMP
 AA2613  Y           -  -5,409,645.598 (meters)                     COMP
 AA2613  Z           -   3,340,951.251 (meters)                     COMP
 AA2613  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AA2613  ELLIP HEIGHT-         126.48  (meters)          (07/29/02) GPS OBS
 AA2613  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AA2613
 AA2613  HORZ ORDER  -  FIRST
 AA2613  ELLP ORDER  -  FOURTH    CLASS I
 AA2613
 AA2613.The horizontal coordinates were established by GPS observations
 AA2613.and adjusted by the National Geodetic Survey in November 1994..
 AA2613
 AA2613.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2613.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2613
 AA2613.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2613
 AA2613.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2613
 AA2613.The ellipsoidal height was determined by GPS observations
 AA2613.and is referenced to NAD 83.
 AA2613
 AA2613.The geoid height was determined by GEOID03.
 AA2613
 AA2613;                    North         East     Units Scale Factor Converg.
 AA2613;SPC AL E     -   143,328.535   231,026.261   MT  0.99997187   +0 10 21.4
 AA2613;UTM  16      - 3,518,393.765   641,467.714   MT  0.99984683   +0 47 14.6
 AA2613
 AA2613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2613!SPC AL E     -   0.99998014  x   0.99997187  =   0.99995201
 AA2613!UTM  16      -   0.99998014  x   0.99984683  =   0.99982697
 AA2613
 AA2613                          SUPERSEDED SURVEY CONTROL
 AA2613
 AA2613  NGVD 29 (11/30/94)  152.7    (m)          501.     (f) GPS OBS        
 AA2613
 AA2613.Superseded values are not recommended for survey control.
 AA2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2613.See file dsdata.txt to determine how the superseded data were derived.
 AA2613
 AA2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4146818394(NAD 83)
 AA2613_MARKER: DD = SURVEY DISK
 AA2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2613_SP_SET: CONCRETE POST
 AA2613_STAMPING: 3-20 1993
 AA2613_MARK LOGO: ALHD  
 AA2613_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2613+STABILITY: SURFACE MOTION
 AA2613_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2613+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2613
 AA2613  HISTORY     - Date     Condition        Report By
 AA2613  HISTORY     - 1993     MONUMENTED       ALHD
 AA2613
 AA2613                          STATION DESCRIPTION
 AA2613
 AA2613'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2613'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2613'OF BARBOUR COUNTY ROAD NO. 19, ABOUT 2.95 MI (4.75 KM) EAST OF
 AA2613'LOUISVILLE AND ABOUT 6.80 MI (10.94 KM) SOUTHWEST OF CLAYTON. TO REACH
 AA2613'THE STATION FROM THE JUNCTION OF ALA 51 AND ALA 130 (MILE POST 39.90
 AA2613'ON ALA 51 AND MILE POST 15.65 ON ALA 130) IN LOUISVILLE, DRIVE EAST
 AA2613'AND NORTHEAST ON ALA 51 FOR 0.60 MI (0.97 KM) TO MILE POST 40.50 AND
 AA2613'BARBOUR COUNTY ROAD NO. 26 (EUFAULA ST) ON THE RIGHT IN LOUISVILLE,
 AA2613'TURN RIGHT ON BARBOUR COUNTY ROAD NO. 26 AND DRIVE EAST AND NORTHEAST
 AA2613'FOR 3.15 MI (5.07 KM) TO A T-INTERSECTION WITH BARBOUR COUNTY ROAD NO.
 AA2613'19 LEFT AND RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO. 19 AND DRIVE
 AA2613'SOUTHEAST FOR 0.40 MI (0.64 KM) TO THE STATION ON THE RIGHT. THE
 AA2613'STATION IS 3.3 FT (1.0 M) NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE
 AA2613'ON TREATED WOOD POSTS, 36.0 FT (11.0 M) SOUTHWEST OF THE CENTERLINE OF
 AA2613'BARBOUR COUNTY ROAD NO. 19, 148.3 FT (45.2 M) WEST-NORTHWEST OF THE
 AA2613'NORTHWEST FOUR BY TWELVE-INCH WOOD POST OF A DOUBLE WOOD AND BARBED
 AA2613'WIRE GATE ACROSS THE ROAD, 157.2 FT (47.9 M) NORTHWEST OF THE
 AA2613'NORTHWEST FOUR BY TWELVE-INCH WOOD POST OF A WOOD AND BARBED WIRE
 AA2613'GATE, 3.3 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2613'FLUSH WITH THE GROUND. STATION 3-19 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2613'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2614 ***********************************************************************
 AA2614  DESIGNATION -  3 21
 AA2614  PID         -  AA2614
 AA2614  STATE/COUNTY-  AL/BARBOUR
 AA2614  USGS QUAD   -  TEXASVILLE (1969)
 AA2614
 AA2614                         *CURRENT SURVEY CONTROL
 AA2614  ___________________________________________________________________
 AA2614* NAD 83(1992)-  31 44 50.75372(N)    085 25 42.34051(W)     ADJUSTED  
 AA2614* NAVD 88     -       157.0    (meters)     515.     (feet)  VERTCON   
 AA2614  ___________________________________________________________________
 AA2614  X           -     432,711.580 (meters)                     COMP
 AA2614  Y           -  -5,411,686.040 (meters)                     COMP
 AA2614  Z           -   3,336,717.276 (meters)                     COMP
 AA2614  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AA2614  ELLIP HEIGHT-         130.88  (meters)          (07/29/02) GPS OBS
 AA2614  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AA2614
 AA2614  HORZ ORDER  -  FIRST
 AA2614  ELLP ORDER  -  FOURTH    CLASS I
 AA2614
 AA2614.The horizontal coordinates were established by GPS observations
 AA2614.and adjusted by the National Geodetic Survey in November 1994..
 AA2614
 AA2614.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2614
 AA2614.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2614
 AA2614.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2614
 AA2614.The ellipsoidal height was determined by GPS observations
 AA2614.and is referenced to NAD 83.
 AA2614
 AA2614.The geoid height was determined by GEOID03.
 AA2614
 AA2614;                    North         East     Units Scale Factor Converg.
 AA2614;SPC AL E     -   138,370.549   238,363.903   MT  0.99997814   +0 12 47.0
 AA2614;UTM  16      - 3,513,515.308   648,857.250   MT  0.99987329   +0 49 37.5
 AA2614
 AA2614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2614!SPC AL E     -   0.99997945  x   0.99997814  =   0.99995759
 AA2614!UTM  16      -   0.99997945  x   0.99987329  =   0.99985274
 AA2614
 AA2614:                Primary Azimuth Mark                     Grid Az
 AA2614:SPC AL E     -  3 22                                     316 52 52.6
 AA2614:UTM  16      -  3 22                                     316 16 02.1
 AA2614
 AA2614|---------------------------------------------------------------------|
 AA2614| PID    Reference Object                     Distance      Geod. Az  |
 AA2614|                                                           dddmmss.s |
 AA2614| AA2615 3 22                                APPROX. 0.6 KM 3170539.6 |
 AA2614|---------------------------------------------------------------------|
 AA2614
 AA2614                          SUPERSEDED SURVEY CONTROL
 AA2614
 AA2614  NGVD 29 (11/30/94)  157.1    (m)          515.     (f) GPS OBS        
 AA2614
 AA2614.Superseded values are not recommended for survey control.
 AA2614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2614.See file dsdata.txt to determine how the superseded data were derived.
 AA2614
 AA2614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4885713515(NAD 83)
 AA2614_MARKER: DD = SURVEY DISK
 AA2614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2614_SP_SET: CONCRETE POST
 AA2614_STAMPING: 3-21 1993
 AA2614_MARK LOGO: ALHD  
 AA2614_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2614+STABILITY: SURFACE MOTION
 AA2614_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2614+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2614
 AA2614  HISTORY     - Date     Condition        Report By
 AA2614  HISTORY     - 1993     MONUMENTED       ALHD
 AA2614
 AA2614                          STATION DESCRIPTION
 AA2614
 AA2614'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2614'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2614'OF BARBOUR COUNTY ROAD NO. 53, ABOUT 7.85 MI (12.63 KM) EAST-SOUTHEAST
 AA2614'OF LOUISVILLE AND ABOUT 9.10 MI (14.64 KM) SOUTH-SOUTHEAST OF CLAYTON.
 AA2614'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 131 (MILE
 AA2614'POST 27.25 ON ALA 131 AND MILE POST 65.25 ON U.S. 431) IN THE SOUTH
 AA2614'END OF EUFAULA, DRIVE SOUTHWEST ON ALA 131 FOR 19.15 MI (30.82 KM) TO
 AA2614'MILE POST 8.10 AND BARBOUR COUNTY ROAD NO. 53 LEFT AND RIGHT AT A
 AA2614'CAUTION LIGHT IN TEXASVILLE, TURN RIGHT ON BARBOUR COUNTY ROAD NO. 53
 AA2614'AND DRIVE NORTH AND NORTHWEST FOR 2.40 MI (3.86 KM) TO THE STATION ON
 AA2614'THE LEFT. THE STATION IS 3.2 FT (1.0 M) NORTHEAST OF A HOG WIRE FENCE
 AA2614'WITH ONE STRAND OF BARBED WIRE ON OLD WOOD POSTS, 38.0 FT (11.6 M)
 AA2614'SOUTHWEST OF THE CENTERLINE OF BARBOUR COUNTY ROAD NO. 53, 101.9 FT
 AA2614'(31.1 M) NORTHWEST OF A POWER POLE, 3.3 FT (1.0 M) NORTHEAST OF A
 AA2614'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 3-22
 AA2614'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2615 ***********************************************************************
 AA2615  DESIGNATION -  3 22
 AA2615  PID         -  AA2615
 AA2615  STATE/COUNTY-  AL/BARBOUR
 AA2615  USGS QUAD   -  CLAYTON SOUTH (1967)
 AA2615
 AA2615                         *CURRENT SURVEY CONTROL
 AA2615  ___________________________________________________________________
 AA2615* NAD 83(1992)-  31 45 04.09964(N)    085 25 56.85739(W)     ADJUSTED  
 AA2615* NAVD 88     -       147.3    (meters)     483.     (feet)  VERTCON   
 AA2615  ___________________________________________________________________
 AA2615  X           -     432,312.819 (meters)                     COMP
 AA2615  Y           -  -5,411,492.587 (meters)                     COMP
 AA2615  Z           -   3,337,061.698 (meters)                     COMP
 AA2615  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AA2615  ELLIP HEIGHT-         121.12  (meters)          (07/29/02) GPS OBS
 AA2615  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AA2615
 AA2615  HORZ ORDER  -  FIRST
 AA2615  ELLP ORDER  -  FOURTH    CLASS I
 AA2615
 AA2615.The horizontal coordinates were established by GPS observations
 AA2615.and adjusted by the National Geodetic Survey in November 1994..
 AA2615
 AA2615.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2615.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2615
 AA2615.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2615
 AA2615.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2615
 AA2615.The ellipsoidal height was determined by GPS observations
 AA2615.and is referenced to NAD 83.
 AA2615
 AA2615.The geoid height was determined by GEOID03.
 AA2615
 AA2615;                    North         East     Units Scale Factor Converg.
 AA2615;SPC AL E     -   138,780.187   237,980.319   MT  0.99997778   +0 12 39.4
 AA2615;UTM  16      - 3,513,920.768   648,469.339   MT  0.99987187   +0 49 30.1
 AA2615
 AA2615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2615!SPC AL E     -   0.99998098  x   0.99997778  =   0.99995876
 AA2615!UTM  16      -   0.99998098  x   0.99987187  =   0.99985285
 AA2615
 AA2615:                Primary Azimuth Mark                     Grid Az
 AA2615:SPC AL E     -  3 21                                     136 52 52.6
 AA2615:UTM  16      -  3 21                                     136 16 01.9
 AA2615
 AA2615|---------------------------------------------------------------------|
 AA2615| PID    Reference Object                     Distance      Geod. Az  |
 AA2615|                                                           dddmmss.s |
 AA2615| AA2614 3 21                                APPROX. 0.6 KM 1370532.0 |
 AA2615|---------------------------------------------------------------------|
 AA2615
 AA2615                          SUPERSEDED SURVEY CONTROL
 AA2615
 AA2615  ELLIP H (11/30/94)  121.13   (m)                       GP(       ) 4 1
 AA2615  NGVD 29 (11/30/94)  147.3    (m)          483.     (f) GPS OBS        
 AA2615
 AA2615.Superseded values are not recommended for survey control.
 AA2615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2615.See file dsdata.txt to determine how the superseded data were derived.
 AA2615
 AA2615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4846913921(NAD 83)
 AA2615_MARKER: DD = SURVEY DISK
 AA2615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2615_SP_SET: CONCRETE POST
 AA2615_STAMPING: 3-22 1993
 AA2615_MARK LOGO: ALHD  
 AA2615_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2615+STABILITY: SURFACE MOTION
 AA2615_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2615+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2615
 AA2615  HISTORY     - Date     Condition        Report By
 AA2615  HISTORY     - 1993     MONUMENTED       ALHD
 AA2615
 AA2615                          STATION DESCRIPTION
 AA2615
 AA2615'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2615'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2615'OF BARBOUR COUNTY ROAD NO. 53, ABOUT 7.55 MI (12.15 KM) EAST-SOUTHEAST
 AA2615'OF LOUISVILLE AND ABOUT 8.80 MI (14.16 KM) SOUTH-SOUTHEAST OF CLAYTON.
 AA2615'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 131 (MILE
 AA2615'POST 27.25 ON ALA 131 AND MILE POST 65.25 ON U.S. 431) IN THE SOUTH
 AA2615'END OF EUFAULA, DRIVE SOUTHWEST ON ALA 131 FOR 19.15 MI (30.82 KM) TO
 AA2615'MILE POST 8.10 AND BARBOUR COUNTY ROAD NO. 53 LEFT AND RIGHT AT A
 AA2615'CAUTION LIGHT IN TEXASVILLE, TURN RIGHT ON BARBOUR COUNTY ROAD NO. 53
 AA2615'AND DRIVE NORTH AND NORTHWEST FOR 2.75 MI (4.43 KM) TO THE STATION ON
 AA2615'THE RIGHT. THE STATION IS 3.2 FT (1.0 M) SOUTHWEST OF A THREE STRAND
 AA2615'BARBED WIRE FENCE ON TREATED WOOD POSTS, 41.0 FT (12.5 M) NORTHEAST OF
 AA2615'THE CENTERLINE OF BARBOUR COUNTY ROAD NO. 53, 183.3 FT (55.9 M)
 AA2615'NORTH-NORTHWEST OF A POWER POLE ACROSS THE ROAD, 186.4 FT (56.8 M)
 AA2615'EAST OF A POWER POLE ACROSS THE ROAD, 3.0 FT (0.9 M) SOUTHWEST OF A
 AA2615'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 3-21
 AA2615'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2616 ***********************************************************************
 AA2616  DESIGNATION -  3 23
 AA2616  PID         -  AA2616
 AA2616  STATE/COUNTY-  AL/BARBOUR
 AA2616  USGS QUAD   -  LAWRENCEVILLE (1969)
 AA2616
 AA2616                         *CURRENT SURVEY CONTROL
 AA2616  ___________________________________________________________________
 AA2616* NAD 83(1992)-  31 44 35.28845(N)    085 19 59.76046(W)     ADJUSTED  
 AA2616* NAVD 88     -       137.5    (meters)     451.     (feet)  VERTCON   
 AA2616  ___________________________________________________________________
 AA2616  X           -     441,718.150 (meters)                     COMP
 AA2616  Y           -  -5,411,193.115 (meters)                     COMP
 AA2616  Z           -   3,336,301.899 (meters)                     COMP
 AA2616  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AA2616  ELLIP HEIGHT-         111.32  (meters)          (07/29/02) GPS OBS
 AA2616  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AA2616
 AA2616  HORZ ORDER  -  FIRST
 AA2616  ELLP ORDER  -  FOURTH    CLASS I
 AA2616
 AA2616.The horizontal coordinates were established by GPS observations
 AA2616.and adjusted by the National Geodetic Survey in November 1994..
 AA2616
 AA2616.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2616.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2616
 AA2616.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2616
 AA2616.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2616
 AA2616.The ellipsoidal height was determined by GPS observations
 AA2616.and is referenced to NAD 83.
 AA2616
 AA2616.The geoid height was determined by GEOID03.
 AA2616
 AA2616;                    North         East     Units Scale Factor Converg.
 AA2616;SPC AL E     -   137,931.687   247,382.492   MT  0.99998768   +0 15 47.1
 AA2616;UTM  16      - 3,513,173.146   657,879.189   MT  0.99990742   +0 52 37.5
 AA2616
 AA2616!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2616!SPC AL E     -   0.99998252  x   0.99998768  =   0.99997020
 AA2616!UTM  16      -   0.99998252  x   0.99990742  =   0.99988994
 AA2616
 AA2616                          SUPERSEDED SURVEY CONTROL
 AA2616
 AA2616  NGVD 29 (11/30/94)  137.5    (m)          451.     (f) GPS OBS        
 AA2616
 AA2616.Superseded values are not recommended for survey control.
 AA2616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2616.See file dsdata.txt to determine how the superseded data were derived.
 AA2616
 AA2616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5787913173(NAD 83)
 AA2616_MARKER: DD = SURVEY DISK
 AA2616_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2616_SP_SET: CONCRETE POST
 AA2616_STAMPING: 3-23 1993
 AA2616_MARK LOGO: ALHD  
 AA2616_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2616_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2616+STABILITY: SURFACE MOTION
 AA2616_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2616+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2616
 AA2616  HISTORY     - Date     Condition        Report By
 AA2616  HISTORY     - 1993     MONUMENTED       ALHD
 AA2616
 AA2616                          STATION DESCRIPTION
 AA2616
 AA2616'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2616'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2616'OF ALA 131, ABOUT 3.25 MI (5.23 KM) SOUTHWEST OF BAKER HILL AND ABOUT
 AA2616'5.65 MI (9.09 KM) NORTHEAST OF TEXASVILLE. TO REACH THE STATION FROM
 AA2616'THE JUNCTION OF U.S. 431 AND ALA 131 (MILE POST 27.25 ON ALA 131 AND
 AA2616'MILE POST 65.25 ON U.S. 431) IN THE SOUTH END OF EUFAULA, DRIVE
 AA2616'SOUTHWEST ON ALA 131 FOR 12.45 MI (20.04 KM) TO MILE POST 14.80 AND
 AA2616'THE STATION ON THE LEFT. THE STATION IS 35.2 FT (10.7 M) SOUTHEAST OF
 AA2616'THE CENTERLINE OF ALA 131, 168.6 FT (51.4 M) SOUTH OF A POWER POLE
 AA2616'ACROSS THE ROAD, 180.8 FT (55.1 M) NORTHEAST OF A BARRIER LINE MARKER
 AA2616'SIGN, 1.7 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2616'FLUSH WITH THE GROUND. STATION 3-24 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2616'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2617 ***********************************************************************
 AA2617  DESIGNATION -  3 24
 AA2617  PID         -  AA2617
 AA2617  STATE/COUNTY-  AL/BARBOUR
 AA2617  USGS QUAD   -  LAWRENCEVILLE (1969)
 AA2617
 AA2617                         *CURRENT SURVEY CONTROL
 AA2617  ___________________________________________________________________
 AA2617* NAD 83(1992)-  31 44 50.35065(N)    085 19 44.21132(W)     ADJUSTED  
 AA2617* NAVD 88     -       144.9    (meters)     475.     (feet)  VERTCON   
 AA2617  ___________________________________________________________________
 AA2617  X           -     442,106.707 (meters)                     COMP
 AA2617  Y           -  -5,410,922.839 (meters)                     COMP
 AA2617  Z           -   3,336,700.352 (meters)                     COMP
 AA2617  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 AA2617  ELLIP HEIGHT-         118.78  (meters)          (07/29/02) GPS OBS
 AA2617  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 AA2617
 AA2617  HORZ ORDER  -  FIRST
 AA2617  ELLP ORDER  -  FOURTH    CLASS I
 AA2617
 AA2617.The horizontal coordinates were established by GPS observations
 AA2617.and adjusted by the National Geodetic Survey in November 1994..
 AA2617
 AA2617.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2617.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2617
 AA2617.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2617
 AA2617.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2617
 AA2617.The ellipsoidal height was determined by GPS observations
 AA2617.and is referenced to NAD 83.
 AA2617
 AA2617.The geoid height was determined by GEOID03.
 AA2617
 AA2617;                    North         East     Units Scale Factor Converg.
 AA2617;SPC AL E     -   138,397.490   247,789.603   MT  0.99998816   +0 15 55.4
 AA2617;UTM  16      - 3,513,643.248   658,281.253   MT  0.99990899   +0 52 46.0
 AA2617
 AA2617!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2617!SPC AL E     -   0.99998135  x   0.99998816  =   0.99996951
 AA2617!UTM  16      -   0.99998135  x   0.99990899  =   0.99989034
 AA2617
 AA2617                          SUPERSEDED SURVEY CONTROL
 AA2617
 AA2617  ELLIP H (11/30/94)  118.79   (m)                       GP(       ) 4 1
 AA2617  NGVD 29 (11/30/94)  145.0    (m)          476.     (f) GPS OBS        
 AA2617
 AA2617.Superseded values are not recommended for survey control.
 AA2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2617.See file dsdata.txt to determine how the superseded data were derived.
 AA2617
 AA2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5828113643(NAD 83)
 AA2617_MARKER: DD = SURVEY DISK
 AA2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2617_SP_SET: CONCRETE POST
 AA2617_STAMPING: 3-24 1993
 AA2617_MARK LOGO: ALHD  
 AA2617_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2617+STABILITY: SURFACE MOTION
 AA2617_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2617+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2617
 AA2617  HISTORY     - Date     Condition        Report By
 AA2617  HISTORY     - 1993     MONUMENTED       ALHD
 AA2617
 AA2617                          STATION DESCRIPTION
 AA2617
 AA2617'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2617'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2617'OF ALA 131, ABOUT 2.80 MI (4.51 KM) SOUTHWEST OF BAKER HILL AND ABOUT
 AA2617'6.00 MI (9.66 KM) NORTHEAST OF TEXASVILLE. TO REACH THE STATION FROM
 AA2617'THE JUNCTION OF U.S. 431 AND ALA 131 (MILE POST 27.25 ON ALA 131 AND
 AA2617'MILE POST 65.25 ON U.S. 431) IN THE SOUTH END OF EUFAULA, DRIVE
 AA2617'SOUTHWEST ON ALA 131 FOR 12.05 MI (19.39 KM) TO MILE POST 15.20 AND
 AA2617'THE STATION ON THE RIGHT. THE STATION IS 35.1 FT (10.7 M) NORTHWEST OF
 AA2617'THE CENTERLINE OF ALA 131, 55.0 FT (16.8 M) EAST-SOUTHEAST OF THE
 AA2617'SOUTHEAST CORNER OF A MOBLE HOME, 80.0 FT (24.4 M) SOUTHWEST OF THE
 AA2617'SOUTHWEST CORNER OF AN EIGHT FOOT CHAIN LINK FENCE, 89.1 FT (27.2 M)
 AA2617'EAST OF THE SOUTHWEST CORNER OF A MOBLE HOME, 102.4 FT (31.2 M)
 AA2617'NORTHEAST OF A TRANSFORMER POWER POLE WITH A NIGHT LIGHT, 103.0 FT
 AA2617'(31.4 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. E WIRE, 1.8 FT (0.5
 AA2617'M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2617'GROUND. STATION 3-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2618 ***********************************************************************
 AA2618  DESIGNATION -  3 25
 AA2618  PID         -  AA2618
 AA2618  STATE/COUNTY-  AL/BARBOUR
 AA2618  USGS QUAD   -  FORT GAINES NW (1980)
 AA2618
 AA2618                         *CURRENT SURVEY CONTROL
 AA2618  ___________________________________________________________________
 AA2618* NAD 83(1992)-  31 44 44.59167(N)    085 14 11.21958(W)     ADJUSTED  
 AA2618* NAVD 88     -        98.8    (meters)     324.     (feet)  VERTCON   
 AA2618  ___________________________________________________________________
 AA2618  X           -     450,845.959 (meters)                     COMP
 AA2618  Y           -  -5,410,255.990 (meters)                     COMP
 AA2618  Z           -   3,336,525.247 (meters)                     COMP
 AA2618  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AA2618  ELLIP HEIGHT-          72.67  (meters)          (07/29/02) GPS OBS
 AA2618  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AA2618
 AA2618  HORZ ORDER  -  FIRST
 AA2618  ELLP ORDER  -  FOURTH    CLASS I
 AA2618
 AA2618.The horizontal coordinates were established by GPS observations
 AA2618.and adjusted by the National Geodetic Survey in November 1994..
 AA2618
 AA2618.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2618.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2618
 AA2618.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2618
 AA2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2618
 AA2618.The ellipsoidal height was determined by GPS observations
 AA2618.and is referenced to NAD 83.
 AA2618
 AA2618.The geoid height was determined by GEOID03.
 AA2618
 AA2618;                    North         East     Units Scale Factor Converg.
 AA2618;SPC AL E     -   138,264.431   256,554.691   MT  0.99999943   +0 18 50.6
 AA2618;UTM  16      - 3,513,604.134   667,046.674   MT  0.99994416   +0 55 41.2
 AA2618
 AA2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2618!SPC AL E     -   0.99998859  x   0.99999943  =   0.99998802
 AA2618!UTM  16      -   0.99998859  x   0.99994416  =   0.99993275
 AA2618
 AA2618:                Primary Azimuth Mark                     Grid Az
 AA2618:SPC AL E     -  3 26                                     052 09 33.1
 AA2618:UTM  16      -  3 26                                     051 32 42.5
 AA2618
 AA2618|---------------------------------------------------------------------|
 AA2618| PID    Reference Object                     Distance      Geod. Az  |
 AA2618|                                                           dddmmss.s |
 AA2618| AA2619 3 26                                475.445 METERS 0522823.7 |
 AA2618|---------------------------------------------------------------------|
 AA2618
 AA2618                          SUPERSEDED SURVEY CONTROL
 AA2618
 AA2618  NGVD 29 (11/30/94)   98.9    (m)          324.     (f) GPS OBS        
 AA2618
 AA2618.Superseded values are not recommended for survey control.
 AA2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2618.See file dsdata.txt to determine how the superseded data were derived.
 AA2618
 AA2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6704713604(NAD 83)
 AA2618_MARKER: DD = SURVEY DISK
 AA2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2618_SP_SET: CONCRETE POST
 AA2618_STAMPING: 3-25 1993
 AA2618_MARK LOGO: ALHD  
 AA2618_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2618+STABILITY: SURFACE MOTION
 AA2618_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2618+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2618
 AA2618  HISTORY     - Date     Condition        Report By
 AA2618  HISTORY     - 1993     MONUMENTED       ALHD
 AA2618
 AA2618                          STATION DESCRIPTION
 AA2618
 AA2618'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2618'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2618'U.S. 431, ABOUT 4.60 MI (7.40 KM) SOUTHEAST OF BAKER HILL AND ABOUT
 AA2618'11.40 MI (18.35 KM) SOUTHWEST OF EUFAULA. TO REACH THE STATION FROM
 AA2618'THE JUNCTION OF U.S. 431 AND ALA 30 (MILE POST 67.40 ON U.S. 431 AND
 AA2618'MILE POST 18.75 ON ALA 30) AT A TRAFFIC LIGHT IN THE SOUTH END OF
 AA2618'EUFAULA, DRIVE SOUTH AND SOUTHWEST ON U.S. 431 FOR 9.75 MI (15.69 KM)
 AA2618'TO MILE POST 57.65 AND THE STATION ON THE LEFT. THE STATION IS 30.6 FT
 AA2618'(9.3 M) WEST-SOUTHWEST OF THE CENTER OF THE END OF A CONCRETE FLUME,
 AA2618'42.6 FT (13.0 M) SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION OF TWO
 AA2618'CONCRETE FLUMES, 44.0 FT (13.4 M) WEST-SOUTHWEST OF THE CENTER OF A
 AA2618'FIELD ROAD, 53.3 FT (16.2 M) SOUTH OF THE NORTH END OF A CONCRETE
 AA2618'DITCH FLUME, 91.0 FT (27.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE
 AA2618'NORTH BOUND LANES OF U.S. 431, 110.4 FT (33.6 M) SOUTH-SOUTHWEST OF
 AA2618'THE SOUTH END OF A METAL GUARD RAIL, 1.8 FT (0.5 M) NORTH OF A
 AA2618'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 3-26
 AA2618'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2619 ***********************************************************************
 AA2619  DESIGNATION -  3 26
 AA2619  PID         -  AA2619
 AA2619  STATE/COUNTY-  AL/BARBOUR
 AA2619  USGS QUAD   -  FORT GAINES NW (1980)
 AA2619
 AA2619                         *CURRENT SURVEY CONTROL
 AA2619  ___________________________________________________________________
 AA2619* NAD 83(1992)-  31 44 53.99412(N)    085 13 56.89331(W)     ADJUSTED  
 AA2619* NAVD 88     -       109.5    (meters)     359.     (feet)  VERTCON   
 AA2619  ___________________________________________________________________
 AA2619  X           -     451,209.821 (meters)                     COMP
 AA2619  Y           -  -5,410,081.859 (meters)                     COMP
 AA2619  Z           -   3,336,777.140 (meters)                     COMP
 AA2619  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AA2619  ELLIP HEIGHT-          83.35  (meters)          (07/29/02) GPS OBS
 AA2619  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 AA2619
 AA2619  HORZ ORDER  -  FIRST
 AA2619  ELLP ORDER  -  FOURTH    CLASS I
 AA2619
 AA2619.The horizontal coordinates were established by GPS observations
 AA2619.and adjusted by the National Geodetic Survey in November 1994..
 AA2619
 AA2619.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2619
 AA2619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2619
 AA2619.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2619
 AA2619.The ellipsoidal height was determined by GPS observations
 AA2619.and is referenced to NAD 83.
 AA2619
 AA2619.The geoid height was determined by GEOID03.
 AA2619
 AA2619;                    North         East     Units Scale Factor Converg.
 AA2619;SPC AL E     -   138,556.102   256,930.159   MT  0.99999996   +0 18 58.2
 AA2619;UTM  16      - 3,513,899.797   667,418.974   MT  0.99994570   +0 55 49.0
 AA2619
 AA2619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2619!SPC AL E     -   0.99998691  x   0.99999996  =   0.99998687
 AA2619!UTM  16      -   0.99998691  x   0.99994570  =   0.99993261
 AA2619
 AA2619:                Primary Azimuth Mark                     Grid Az
 AA2619:SPC AL E     -  3 25                                     232 09 33.1
 AA2619:UTM  16      -  3 25                                     231 32 42.3
 AA2619
 AA2619|---------------------------------------------------------------------|
 AA2619| PID    Reference Object                     Distance      Geod. Az  |
 AA2619|                                                           dddmmss.s |
 AA2619| AA2618 3 25                                475.445 METERS 2322831.3 |
 AA2619|---------------------------------------------------------------------|
 AA2619
 AA2619                          SUPERSEDED SURVEY CONTROL
 AA2619
 AA2619  NGVD 29 (11/30/94)  109.6    (m)          360.     (f) GPS OBS        
 AA2619
 AA2619.Superseded values are not recommended for survey control.
 AA2619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2619.See file dsdata.txt to determine how the superseded data were derived.
 AA2619
 AA2619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6741913900(NAD 83)
 AA2619_MARKER: DD = SURVEY DISK
 AA2619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2619_SP_SET: CONCRETE POST
 AA2619_STAMPING: 3-26 1993
 AA2619_MARK LOGO: ALHD  
 AA2619_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2619+STABILITY: SURFACE MOTION
 AA2619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2619+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2619
 AA2619  HISTORY     - Date     Condition        Report By
 AA2619  HISTORY     - 1993     MONUMENTED       ALHD
 AA2619
 AA2619                          STATION DESCRIPTION
 AA2619
 AA2619'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2619'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2619'U.S. 431, ABOUT 4.50 MI (7.24 KM) SOUTHEAST OF BAKER HILL AND ABOUT
 AA2619'11.15 MI (17.94 KM) SOUTHWEST OF EUFAULA. TO REACH THE STATION FROM
 AA2619'THE JUNCTION OF U.S. 431 AND ALA 30 (MILE POST 67.40 ON U.S. 431 AND
 AA2619'MILE POST 18.75 ON ALA 30) AT A TRAFFIC LIGHT IN THE SOUTH END OF
 AA2619'EUFAULA, DRIVE SOUTH AND SOUTHWEST ON U.S. 431 FOR 9.45 MI (15.21 KM)
 AA2619'TO MILE POST 57.95 AND THE STATION ON THE RIGHT. THE STATION IS
 AA2619'LOCATED NEAR THE CREST OF A TWENTY FOOT BACKSLOPE, 71.0 FT (21.6 M)
 AA2619'SOUTHWEST OF CABLE POLE NO. 32O, 73.3 FT (22.3 M) NORTH-NORTHWEST OF
 AA2619'THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 431, 132.8 FT (40.5 M)
 AA2619'EAST OF CONCRETE RIGHT OF WAY MARKER 212 + 00 ROW 170, 1.4 FT (0.4 M)
 AA2619'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2619'STATION 3-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2620 ***********************************************************************
 AA2620  DESIGNATION -  3 27
 AA2620  PID         -  AA2620
 AA2620  STATE/COUNTY-  AL/BARBOUR
 AA2620  USGS QUAD   -  EUFAULA SOUTH (1981)
 AA2620
 AA2620                         *CURRENT SURVEY CONTROL
 AA2620  ___________________________________________________________________
 AA2620* NAD 83(1992)-  31 47 30.31469(N)    085 10 11.18770(W)     ADJUSTED  
 AA2620* NAVD 88     -        82.0    (meters)     269.     (feet)  VERTCON   
 AA2620  ___________________________________________________________________
 AA2620  X           -     456,914.104 (meters)                     COMP
 AA2620  Y           -  -5,407,035.442 (meters)                     COMP
 AA2620  Z           -   3,340,856.044 (meters)                     COMP
 AA2620  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AA2620  ELLIP HEIGHT-          55.76  (meters)          (07/29/02) GPS OBS
 AA2620  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AA2620
 AA2620  HORZ ORDER  -  FIRST
 AA2620  ELLP ORDER  -  FOURTH    CLASS I
 AA2620
 AA2620.The horizontal coordinates were established by GPS observations
 AA2620.and adjusted by the National Geodetic Survey in November 1994..
 AA2620
 AA2620.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2620.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2620
 AA2620.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2620
 AA2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2620
 AA2620.The ellipsoidal height was determined by GPS observations
 AA2620.and is referenced to NAD 83.
 AA2620
 AA2620.The geoid height was determined by GEOID03.
 AA2620
 AA2620;                    North         East     Units Scale Factor Converg.
 AA2620;SPC AL E     -   143,405.341   262,841.191   MT  1.00000868   +0 20 58.5
 AA2620;UTM  16      - 3,518,811.922   673,277.389   MT  0.99997031   +0 57 52.1
 AA2620
 AA2620!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2620!SPC AL E     -   0.99999124  x   1.00000868  =   0.99999992
 AA2620!UTM  16      -   0.99999124  x   0.99997031  =   0.99996155
 AA2620
 AA2620                          SUPERSEDED SURVEY CONTROL
 AA2620
 AA2620  NGVD 29 (11/30/94)   82.0    (m)          269.     (f) GPS OBS        
 AA2620
 AA2620.Superseded values are not recommended for survey control.
 AA2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2620.See file dsdata.txt to determine how the superseded data were derived.
 AA2620
 AA2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7327718812(NAD 83)
 AA2620_MARKER: DD = SURVEY DISK
 AA2620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2620_SP_SET: CONCRETE POST
 AA2620_STAMPING: 3-27 1993
 AA2620_MARK LOGO: ALHD  
 AA2620_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2620+STABILITY: SURFACE MOTION
 AA2620_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2620+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2620
 AA2620  HISTORY     - Date     Condition        Report By
 AA2620  HISTORY     - 1993     MONUMENTED       ALHD
 AA2620
 AA2620                          STATION DESCRIPTION
 AA2620
 AA2620'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2620'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE EAST RIGHT OF WAY OF
 AA2620'U.S. 431, ABOUT 7.75 MI (12.47 KM) EAST OF BAKER HILL AND ABOUT 7.20
 AA2620'MI (11.59 KM) SOUTH-SOUTHWEST OF EUFAULA. TO REACH THE STATION FROM
 AA2620'THE JUNCTION OF U.S. 431 AND ALA 30 (MILE POST 67.40 ON U.S. 431 AND
 AA2620'MILE POST 18.75 ON ALA 30) AT A TRAFFIC LIGHT IN THE SOUTH END OF
 AA2620'EUFAULA, DRIVE SOUTH AND SOUTHWEST ON U.S. 431 FOR 4.50 MI (7.24 KM)
 AA2620'TO MILE POST 62.90 AND THE STATION ON THE LEFT. THE STATION IS 3.2 FT
 AA2620'(1.0 M) WEST-NORTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON WHITE
 AA2620'TOP, GREEN STEEL POSTS, 89.4 FT (27.2 M) EAST-SOUTHEAST OF THE
 AA2620'CENTERLINE OF THE NORTH BOUND LANES OF U.S. 431, 154.5 FT (47.1 M)
 AA2620'SOUTH OF THE EAST END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER U.S.
 AA2620'431, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2620'FLUSH WITH THE GROUND. STATION 3-28 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2620'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2621 ***********************************************************************
 AA2621  DESIGNATION -  3 28
 AA2621  PID         -  AA2621
 AA2621  STATE/COUNTY-  AL/BARBOUR
 AA2621  USGS QUAD   -  EUFAULA SOUTH (1981)
 AA2621
 AA2621                         *CURRENT SURVEY CONTROL
 AA2621  ___________________________________________________________________
 AA2621* NAD 83(1992)-  31 47 52.86372(N)    085 10 01.94748(W)     ADJUSTED  
 AA2621* NAVD 88     -        81.2    (meters)     266.     (feet)  VERTCON   
 AA2621  ___________________________________________________________________
 AA2621  X           -     457,125.441 (meters)                     COMP
 AA2621  Y           -  -5,406,649.662 (meters)                     COMP
 AA2621  Z           -   3,341,445.942 (meters)                     COMP
 AA2621  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AA2621  ELLIP HEIGHT-          54.97  (meters)          (07/29/02) GPS OBS
 AA2621  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 AA2621
 AA2621  HORZ ORDER  -  FIRST
 AA2621  ELLP ORDER  -  FOURTH    CLASS I
 AA2621
 AA2621.The horizontal coordinates were established by GPS observations
 AA2621.and adjusted by the National Geodetic Survey in November 1994..
 AA2621
 AA2621.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2621.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2621
 AA2621.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2621
 AA2621.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2621
 AA2621.The ellipsoidal height was determined by GPS observations
 AA2621.and is referenced to NAD 83.
 AA2621
 AA2621.The geoid height was determined by GEOID03.
 AA2621
 AA2621;                    North         East     Units Scale Factor Converg.
 AA2621;SPC AL E     -   144,101.351   263,080.019   MT  1.00000906   +0 21 03.6
 AA2621;UTM  16      - 3,519,510.428   673,508.725   MT  0.99997130   +0 57 57.6
 AA2621
 AA2621!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2621!SPC AL E     -   0.99999137  x   1.00000906  =   1.00000043
 AA2621!UTM  16      -   0.99999137  x   0.99997130  =   0.99996267
 AA2621
 AA2621                          SUPERSEDED SURVEY CONTROL
 AA2621
 AA2621  NGVD 29 (11/30/94)   81.2    (m)          266.     (f) GPS OBS        
 AA2621
 AA2621.Superseded values are not recommended for survey control.
 AA2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2621.See file dsdata.txt to determine how the superseded data were derived.
 AA2621
 AA2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7350919510(NAD 83)
 AA2621_MARKER: DD = SURVEY DISK
 AA2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2621_SP_SET: CONCRETE POST
 AA2621_STAMPING: 3-28 1993
 AA2621_MARK LOGO: ALHD  
 AA2621_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2621+STABILITY: SURFACE MOTION
 AA2621_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2621+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2621
 AA2621  HISTORY     - Date     Condition        Report By
 AA2621  HISTORY     - 1993     MONUMENTED       ALHD
 AA2621
 AA2621                          STATION DESCRIPTION
 AA2621
 AA2621'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2621'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 AA2621'U.S. 431, ABOUT 7.95 MI (12.79 KM) EAST OF BAKER HILL AND ABOUT 6.65
 AA2621'MI (10.70 KM) SOUTH-SOUTHWEST OF EUFAULA. TO REACH THE STATION FROM
 AA2621'THE JUNCTION OF U.S. 431 AND ALA 30 (MILE POST 67.40 ON U.S. 431 AND
 AA2621'MILE POST 18.75 ON ALA 30) AT A TRAFFIC LIGHT IN THE SOUTH END OF
 AA2621'EUFAULA, DRIVE SOUTH AND SOUTHWEST ON U.S. 431 FOR 4.05 MI (6.52 KM)
 AA2621'TO MILE POST 63.35 AND THE STATION ON THE RIGHT. THE STATION IS 3.2 FT
 AA2621'(1.0 M) EAST-SOUTHEAST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED
 AA2621'WIRE ON OLD WOOD POSTS, 57.2 FT (17.4 M) WEST-NORTHWEST OF THE CENTER
 AA2621'OF THE SOUTH BOUND LANES OF U.S. 431, 130.2 FT (39.7 M)
 AA2621'SOUTH-SOUTHWEST OF AN ANGLE POWER POLE AT A ROAD CROSSING, 132.4 FT
 AA2621'(40.4 M) NORTH-NORTHEAST OF A POWER POLE AND TELEPHONE CABLE PEDESTAL
 AA2621'NO. PED 218, 2.9 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 AA2621'SET FLUSH WITH THE GROUND. STATION 3-27 1993 MAY BE USED AS AN AZIMUTH
 AA2621'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2622 ***********************************************************************
 AA2622  DESIGNATION -  3 29
 AA2622  PID         -  AA2622
 AA2622  STATE/COUNTY-  AL/BARBOUR
 AA2622  USGS QUAD   -  EUFAULA SOUTH (1981)
 AA2622
 AA2622                         *CURRENT SURVEY CONTROL
 AA2622  ___________________________________________________________________
 AA2622* NAD 83(1992)-  31 47 51.48419(N)    085 14 50.02034(W)     ADJUSTED  
 AA2622* NAVD 88     -       122.9    (meters)     403.     (feet)  VERTCON   
 AA2622  ___________________________________________________________________
 AA2622  X           -     449,578.773 (meters)                     COMP
 AA2622  Y           -  -5,407,340.459 (meters)                     COMP
 AA2622  Z           -   3,341,431.806 (meters)                     COMP
 AA2622  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AA2622  ELLIP HEIGHT-          96.68  (meters)          (07/29/02) GPS OBS
 AA2622  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AA2622
 AA2622  HORZ ORDER  -  FIRST
 AA2622  ELLP ORDER  -  FOURTH    CLASS I
 AA2622
 AA2622.The horizontal coordinates were established by GPS observations
 AA2622.and adjusted by the National Geodetic Survey in November 1994..
 AA2622
 AA2622.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2622.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2622
 AA2622.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2622
 AA2622.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2622
 AA2622.The ellipsoidal height was determined by GPS observations
 AA2622.and is referenced to NAD 83.
 AA2622
 AA2622.The geoid height was determined by GEOID03.
 AA2622
 AA2622;                    North         East     Units Scale Factor Converg.
 AA2622;SPC AL E     -   144,015.225   255,502.455   MT  0.99999798   +0 18 31.8
 AA2622;UTM  16      - 3,519,342.986   665,932.886   MT  0.99993958   +0 55 25.6
 AA2622
 AA2622!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2622!SPC AL E     -   0.99998482  x   0.99999798  =   0.99998280
 AA2622!UTM  16      -   0.99998482  x   0.99993958  =   0.99992440
 AA2622
 AA2622:                Primary Azimuth Mark                     Grid Az
 AA2622:SPC AL E     -  3 30                                     063 44 44.2
 AA2622:UTM  16      -  3 30                                     063 07 50.4
 AA2622
 AA2622|---------------------------------------------------------------------|
 AA2622| PID    Reference Object                     Distance      Geod. Az  |
 AA2622|                                                           dddmmss.s |
 AA2622| AA2623 3 30                                APPROX. 0.5 KM 0640316.0 |
 AA2622|---------------------------------------------------------------------|
 AA2622
 AA2622                          SUPERSEDED SURVEY CONTROL
 AA2622
 AA2622  NGVD 29 (11/30/94)  122.9    (m)          403.     (f) GPS OBS        
 AA2622
 AA2622.Superseded values are not recommended for survey control.
 AA2622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2622.See file dsdata.txt to determine how the superseded data were derived.
 AA2622
 AA2622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6593319343(NAD 83)
 AA2622_MARKER: DD = SURVEY DISK
 AA2622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2622_SP_SET: CONCRETE POST
 AA2622_STAMPING: 3-29 1993
 AA2622_MARK LOGO: ALHD  
 AA2622_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2622+STABILITY: SURFACE MOTION
 AA2622_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2622+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2622
 AA2622  HISTORY     - Date     Condition        Report By
 AA2622  HISTORY     - 1993     MONUMENTED       ALHD
 AA2622
 AA2622                          STATION DESCRIPTION
 AA2622
 AA2622'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2622'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2622'ALA 131, ABOUT 3.35 MI (5.39 KM) EAST-NORTHEAST OF BAKER HILL AND
 AA2622'ABOUT 8.90 MI (14.32 KM) SOUTHWEST OF EUFAULA. TO REACH THE STATION
 AA2622'FROM THE JUNCTION OF U.S. 431 AND ALA 131 (MILE POST 27.25 ON ALA 131
 AA2622'AND MILE POST 65.25 ON U.S. 431) IN THE SOUTH END OF EUFAULA, DRIVE
 AA2622'SOUTHWEST ON ALA 131 FOR 5.65 MI (9.09 KM) TO MILE POST 21.60 AND THE
 AA2622'STATION ON THE LEFT. THE STATION IS 44.3 FT (13.5 M) SOUTH-SOUTHEAST
 AA2622'OF THE CENTERLINE OF ALA 131, 91.4 FT (27.9 M) WEST-SOUTHWEST OF A
 AA2622'TRANSFORMER POWER POLE, 130.5 FT (39.8 M) SOUTH OF TELEPHONE CABLE
 AA2622'PEDESTAL NO. PED 164 - 2 BH ACROSS THE ROAD, 133.0 FT (40.5 M) SOUTH
 AA2622'OF A TELEPHONE SERVICE POLE WITH A REPEATER ACROSS THE ROAD, 133.4 FT
 AA2622'(40.7 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. PED 164 BAKER HILL
 AA2622'ACROSS THE ROAD, 1.6 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND
 AA2622'SET FLUSH WITH THE GROUND. STATION 3-30 1993 MAY BE USED AS AN AZIMUTH
 AA2622'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2235 ***********************************************************************
 BT2235  DESIGNATION -  3 3
 BT2235  PID         -  BT2235
 BT2235  STATE/COUNTY-  AL/BARBOUR
 BT2235  USGS QUAD   -  GEORGETOWN (1981)
 BT2235
 BT2235                         *CURRENT SURVEY CONTROL
 BT2235  ___________________________________________________________________
 BT2235* NAD 83(1992)-  31 57 59.73190(N)    085 06 59.58033(W)     ADJUSTED  
 BT2235* NAVD 88     -        61.6    (meters)     202.     (feet)  VERTCON   
 BT2235  ___________________________________________________________________
 BT2235  X           -     461,063.602 (meters)                     COMP
 BT2235  Y           -  -5,396,389.609 (meters)                     COMP
 BT2235  Z           -   3,357,307.940 (meters)                     COMP
 BT2235  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BT2235  ELLIP HEIGHT-          35.23  (meters)          (07/29/02) GPS OBS
 BT2235  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BT2235
 BT2235  HORZ ORDER  -  FIRST
 BT2235  ELLP ORDER  -  FOURTH    CLASS I
 BT2235
 BT2235.The horizontal coordinates were established by GPS observations
 BT2235.and adjusted by the National Geodetic Survey in September 1997..
 BT2235
 BT2235.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2235
 BT2235.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2235
 BT2235.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2235
 BT2235.The ellipsoidal height was determined by GPS observations
 BT2235.and is referenced to NAD 83.
 BT2235
 BT2235.The geoid height was determined by GEOID03.
 BT2235
 BT2235;                    North         East     Units Scale Factor Converg.
 BT2235;SPC AL E     -   162,824.103   267,753.720   MT  1.00001659   +0 22 46.2
 BT2235;UTM  16      - 3,538,281.783   677,980.579   MT  0.99999067   +0 59 50.7
 BT2235
 BT2235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2235!SPC AL E     -   0.99999447  x   1.00001659  =   1.00001106
 BT2235!UTM  16      -   0.99999447  x   0.99999067  =   0.99998514
 BT2235
 BT2235:                Primary Azimuth Mark                     Grid Az
 BT2235:SPC AL E     -  R 156                                    201 16 01.4
 BT2235:UTM  16      -  R 156                                    200 38 56.9
 BT2235
 BT2235|---------------------------------------------------------------------|
 BT2235| PID    Reference Object                     Distance      Geod. Az  |
 BT2235|                                                           dddmmss.s |
 BT2235| BT0558 R 156                               444.034 METERS 2013847.6 |
 BT2235|---------------------------------------------------------------------|
 BT2235
 BT2235                          SUPERSEDED SURVEY CONTROL
 BT2235
 BT2235  NAD 83(1992)-  31 57 59.73232(N)    085 06 59.58432(W) AD(       ) 1
 BT2235  ELLIP H (12/04/92)   35.18   (m)                       GP(       ) 4 1
 BT2235  NAD 83(1986)-  31 57 59.73492(N)    085 06 59.56478(W) AD(       ) 1
 BT2235  NGVD 29 (12/04/92)   61.6    (m)          202.     (f) GPS OBS        
 BT2235
 BT2235.Superseded values are not recommended for survey control.
 BT2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2235.See file dsdata.txt to determine how the superseded data were derived.
 BT2235
 BT2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7798138282(NAD 83)
 BT2235_MARKER: DD = SURVEY DISK
 BT2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2235_SP_SET: CONCRETE POST
 BT2235_STAMPING: 3 - 3 1989
 BT2235_MARK LOGO: ALHD  
 BT2235_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BT2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2235+STABILITY: SURFACE MOTION
 BT2235_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2235+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BT2235
 BT2235  HISTORY     - Date     Condition        Report By
 BT2235  HISTORY     - 1989     MONUMENTED       ALHD
 BT2235
 BT2235                          STATION DESCRIPTION
 BT2235
 BT2235'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2235'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE EAST RIGHT OF WAY OF
 BT2235'U. S. HIGHWAY 431 ABOUT 9.25 KM (5.75 MI) NORTH OF EUFAULA AND ABOUT
 BT2235'26.55 KM (16.50 MI) SOUTH OF PITTSVIEW.
 BT2235'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 EAST AND
 BT2235'U.S. HIGHWAY 431 AT THE CONFEDERATE MONUMENT IN EUFAULA, GO NORTH ON
 BT2235'U.S. 431 FOR 9.25 KM (5.75 MI) TO MILE POST 76.00, A GRAVEL DRIVEWAY
 BT2235'TO THE RIGHT, AND THE STATION ON THE RIGHT.
 BT2235'THE STATION IS 16.95 M (55.6 FT) EAST OF THE CENTERLINE OF U.S. 431,
 BT2235'27.92 M (91.6 FT) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 17.31 M
 BT2235'(56.8 FT) NORTHEAST OF MILE POST 76, 1.01 M (3.3 FT) EAST OF A
 BT2235'CARSONITE WITNESS POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR
 BT2235'DRIVEN FLUSH WITH THE GROUND, AND SET FLUSH WITH THE GROUND.
 BT2235'BENCH MARK R 156 1943 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2623 ***********************************************************************
 AA2623  DESIGNATION -  3 30
 AA2623  PID         -  AA2623
 AA2623  STATE/COUNTY-  AL/BARBOUR
 AA2623  USGS QUAD   -  EUFAULA SOUTH (1981)
 AA2623
 AA2623                         *CURRENT SURVEY CONTROL
 AA2623  ___________________________________________________________________
 AA2623* NAD 83(1992)-  31 47 58.81859(N)    085 14 32.36905(W)     ADJUSTED  
 AA2623* NAVD 88     -       122.3    (meters)     401.     (feet)  VERTCON   
 AA2623  ___________________________________________________________________
 AA2623  X           -     450,031.597 (meters)                     COMP
 AA2623  Y           -  -5,407,182.879 (meters)                     COMP
 AA2623  Z           -   3,341,623.523 (meters)                     COMP
 AA2623  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AA2623  ELLIP HEIGHT-          96.14  (meters)          (07/29/02) GPS OBS
 AA2623  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AA2623
 AA2623  HORZ ORDER  -  FIRST
 AA2623  ELLP ORDER  -  FOURTH    CLASS I
 AA2623
 AA2623.The horizontal coordinates were established by GPS observations
 AA2623.and adjusted by the National Geodetic Survey in November 1994..
 AA2623
 AA2623.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2623.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2623
 AA2623.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2623
 AA2623.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2623
 AA2623.The ellipsoidal height was determined by GPS observations
 AA2623.and is referenced to NAD 83.
 AA2623
 AA2623.The geoid height was determined by GEOID03.
 AA2623
 AA2623;                    North         East     Units Scale Factor Converg.
 AA2623;SPC AL E     -   144,243.641   255,965.547   MT  0.99999861   +0 18 41.2
 AA2623;UTM  16      - 3,519,576.346   666,393.473   MT  0.99994147   +0 55 35.1
 AA2623
 AA2623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2623!SPC AL E     -   0.99998490  x   0.99999861  =   0.99998351
 AA2623!UTM  16      -   0.99998490  x   0.99994147  =   0.99992638
 AA2623
 AA2623:                Primary Azimuth Mark                     Grid Az
 AA2623:SPC AL E     -  3 29                                     243 44 44.1
 AA2623:UTM  16      -  3 29                                     243 07 50.2
 AA2623
 AA2623|---------------------------------------------------------------------|
 AA2623| PID    Reference Object                     Distance      Geod. Az  |
 AA2623|                                                           dddmmss.s |
 AA2623| AA2622 3 29                                APPROX. 0.5 KM 2440325.3 |
 AA2623|---------------------------------------------------------------------|
 AA2623
 AA2623                          SUPERSEDED SURVEY CONTROL
 AA2623
 AA2623  ELLIP H (11/30/94)   96.15   (m)                       GP(       ) 4 1
 AA2623  NGVD 29 (11/30/94)  122.4    (m)          402.     (f) GPS OBS        
 AA2623
 AA2623.Superseded values are not recommended for survey control.
 AA2623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2623.See file dsdata.txt to determine how the superseded data were derived.
 AA2623
 AA2623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6639319576(NAD 83)
 AA2623_MARKER: DD = SURVEY DISK
 AA2623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2623_SP_SET: CONCRETE POST
 AA2623_STAMPING: 3-30 1993
 AA2623_MARK LOGO: ALHD  
 AA2623_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2623+STABILITY: SURFACE MOTION
 AA2623_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2623+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2623
 AA2623  HISTORY     - Date     Condition        Report By
 AA2623  HISTORY     - 1993     MONUMENTED       ALHD
 AA2623
 AA2623                          STATION DESCRIPTION
 AA2623
 AA2623'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2623'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2623'ALA 131, ABOUT 3.70 MI (5.95 KM) EAST-NORTHEAST OF BAKER HILL AND
 AA2623'ABOUT 8.60 MI (13.84 KM) SOUTHWEST OF EUFAULA. TO REACH THE STATION
 AA2623'FROM THE JUNCTION OF U.S. 431 AND ALA 131 (MILE POST 27.25 ON ALA 131
 AA2623'AND MILE POST 65.25 ON U.S. 431) IN THE SOUTH END OF EUFAULA, DRIVE
 AA2623'SOUTHWEST ON ALA 131 FOR 5.35 MI (8.61 KM) TO MILE POST 21.90 AND THE
 AA2623'STATION ON THE RIGHT. THE STATION IS 5.0 FT (1.5 M) SOUTH OF A HOG
 AA2623'WIRE FENCE WITH THREE STRANDS OF BARBED WIRE ON TREATED WOOD POSTS,
 AA2623'49.9 FT (15.2 M) NORTH OF THE CENTERLINE OF ALA 131, 87.3 FT (26.6 M)
 AA2623'NORTHWEST OF A GRAPHIC CROSS ROAD SIGN ACROSS THE ROAD, 97.0 FT (29.6
 AA2623'M) WEST OF A BARRIER LINE MARKER SIGN, 111.7 FT (34.0 M)
 AA2623'WEST-SOUTHWEST OF AN ANGLE POWER POLE WITH ONE GUY WIRE, 169.9 FT
 AA2623'(51.8 M) EAST-NORTHEAST OF A TELEPHONE CABLE PEDESTAL, 5.1 FT (1.6 M)
 AA2623'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2623'STATION 3-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2624 ***********************************************************************
 AA2624  DESIGNATION -  3 31
 AA2624  PID         -  AA2624
 AA2624  STATE/COUNTY-  AL/BARBOUR
 AA2624  USGS QUAD   -  BAKER HILL (1968)
 AA2624
 AA2624                         *CURRENT SURVEY CONTROL
 AA2624  ___________________________________________________________________
 AA2624* NAD 83(1992)-  31 48 56.66965(N)    085 19 55.49218(W)     ADJUSTED  
 AA2624* NAVD 88     -       139.6    (meters)     458.     (feet)  VERTCON   
 AA2624  ___________________________________________________________________
 AA2624  X           -     441,485.219 (meters)                     COMP
 AA2624  Y           -  -5,406,959.830 (meters)                     COMP
 AA2624  Z           -   3,343,146.942 (meters)                     COMP
 AA2624  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AA2624  ELLIP HEIGHT-         113.45  (meters)          (07/29/02) GPS OBS
 AA2624  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AA2624
 AA2624  HORZ ORDER  -  FIRST
 AA2624  ELLP ORDER  -  FOURTH    CLASS I
 AA2624
 AA2624.The horizontal coordinates were established by GPS observations
 AA2624.and adjusted by the National Geodetic Survey in November 1994..
 AA2624
 AA2624.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2624.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2624
 AA2624.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2624
 AA2624.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2624
 AA2624.The ellipsoidal height was determined by GPS observations
 AA2624.and is referenced to NAD 83.
 AA2624
 AA2624.The geoid height was determined by GEOID03.
 AA2624
 AA2624;                    North         East     Units Scale Factor Converg.
 AA2624;SPC AL E     -   145,982.775   247,457.742   MT  0.99998777   +0 15 51.3
 AA2624;UTM  16      - 3,521,223.932   657,868.074   MT  0.99990737   +0 52 46.2
 AA2624
 AA2624!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2624!SPC AL E     -   0.99998219  x   0.99998777  =   0.99996996
 AA2624!UTM  16      -   0.99998219  x   0.99990737  =   0.99988956
 AA2624
 AA2624:                Primary Azimuth Mark                     Grid Az
 AA2624:SPC AL E     -  3 32                                     345 26 48.6
 AA2624:UTM  16      -  3 32                                     344 49 53.7
 AA2624
 AA2624|---------------------------------------------------------------------|
 AA2624| PID    Reference Object                     Distance      Geod. Az  |
 AA2624|                                                           dddmmss.s |
 AA2624| AA2625 3 32                                499.526 METERS 3454239.9 |
 AA2624|---------------------------------------------------------------------|
 AA2624
 AA2624                          SUPERSEDED SURVEY CONTROL
 AA2624
 AA2624  NGVD 29 (11/30/94)  139.6    (m)          458.     (f) GPS OBS        
 AA2624
 AA2624.Superseded values are not recommended for survey control.
 AA2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2624.See file dsdata.txt to determine how the superseded data were derived.
 AA2624
 AA2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5786821224(NAD 83)
 AA2624_MARKER: DD = SURVEY DISK
 AA2624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2624_SP_SET: CONCRETE POST
 AA2624_STAMPING: 3-31 1993
 AA2624_MARK LOGO: ALHD  
 AA2624_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2624+STABILITY: SURFACE MOTION
 AA2624_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2624+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2624
 AA2624  HISTORY     - Date     Condition        Report By
 AA2624  HISTORY     - 1993     MONUMENTED       ALHD
 AA2624
 AA2624                          STATION DESCRIPTION
 AA2624
 AA2624'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2624'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2624'A PAVED COUNTY ROAD (BARBOUR COUNTY ROAD NO. 32), ABOUT 3.00 MI (4.83
 AA2624'KM) NORTHWEST OF BAKER HILL AND ABOUT 8.10 MI (13.04 KM)
 AA2624'EAST-SOUTHEAST OF CLAYTON. TO REACH THE STATION FROM THE JUNCTION OF
 AA2624'U.S. 431 AND ALA 131 (MILE POST 27.25 ON ALA 131 AND MILE POST 65.25
 AA2624'ON U.S. 431) IN THE SOUTH END OF EUFAULA, DRIVE SOUTHWEST ON ALA 131
 AA2624'FOR 9.15 MI (14.73 KM) TO MILE POST 18.10 AND BARBOUR COUNTY ROAD NO.
 AA2624'79 LEFT AND RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO. 79 AND DRIVE
 AA2624'NORTHWEST, NORTH, AND NORTHWEST FOR 3.50 MI (5.63 KM) TO A PAVED
 AA2624'COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA2624'WEST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA2624'3.1 FT (0.9 M) EAST-SOUTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON
 AA2624'TREATED WOOD POSTS, 8.2 FT (2.5 M) NORTHEAST OF AN EIGHT-INCH WOOD
 AA2624'POST IN THE FENCE LINE, 39.5 FT (12.0 M) WEST-NORTHWEST OF THE CENTER
 AA2624'OF THE PAVED COUNTY ROAD, 90.7 FT (27.6 M) NORTH-NORTHEAST OF A FENCE
 AA2624'JUNCTION AND THE SOUTH POST OF A DOUBLE PIPE GATE, 3.1 FT (0.9 M) EAST
 AA2624'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2624'3-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2625 ***********************************************************************
 AA2625  DESIGNATION -  3 32
 AA2625  PID         -  AA2625
 AA2625  STATE/COUNTY-  AL/BARBOUR
 AA2625  USGS QUAD   -  BAKER HILL (1968)
 AA2625
 AA2625                         *CURRENT SURVEY CONTROL
 AA2625  ___________________________________________________________________
 AA2625* NAD 83(1992)-  31 49 12.38576(N)    085 20 00.18011(W)     ADJUSTED  
 AA2625* NAVD 88     -       143.7    (meters)     471.     (feet)  VERTCON   
 AA2625  ___________________________________________________________________
 AA2625  X           -     441,341.849 (meters)                     COMP
 AA2625  Y           -  -5,406,718.946 (meters)                     COMP
 AA2625  Z           -   3,343,560.430 (meters)                     COMP
 AA2625  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AA2625  ELLIP HEIGHT-         117.53  (meters)          (07/29/02) GPS OBS
 AA2625  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 AA2625
 AA2625  HORZ ORDER  -  FIRST
 AA2625  ELLP ORDER  -  FOURTH    CLASS I
 AA2625
 AA2625.The horizontal coordinates were established by GPS observations
 AA2625.and adjusted by the National Geodetic Survey in November 1994..
 AA2625
 AA2625.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2625.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2625
 AA2625.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2625
 AA2625.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2625
 AA2625.The ellipsoidal height was determined by GPS observations
 AA2625.and is referenced to NAD 83.
 AA2625
 AA2625.The geoid height was determined by GEOID03.
 AA2625
 AA2625;                    North         East     Units Scale Factor Converg.
 AA2625;SPC AL E     -   146,466.268   247,332.223   MT  0.99998762   +0 15 49.0
 AA2625;UTM  16      - 3,521,706.010   657,737.381   MT  0.99990686   +0 52 44.1
 AA2625
 AA2625!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2625!SPC AL E     -   0.99998155  x   0.99998762  =   0.99996917
 AA2625!UTM  16      -   0.99998155  x   0.99990686  =   0.99988841
 AA2625
 AA2625:                Primary Azimuth Mark                     Grid Az
 AA2625:SPC AL E     -  3 31                                     165 26 48.4
 AA2625:UTM  16      -  3 31                                     164 49 53.3
 AA2625
 AA2625|---------------------------------------------------------------------|
 AA2625| PID    Reference Object                     Distance      Geod. Az  |
 AA2625|                                                           dddmmss.s |
 AA2625| AA2624 3 31                                499.526 METERS 1654237.4 |
 AA2625|---------------------------------------------------------------------|
 AA2625
 AA2625                          SUPERSEDED SURVEY CONTROL
 AA2625
 AA2625  ELLIP H (11/30/94)  117.54   (m)                       GP(       ) 4 1
 AA2625  NGVD 29 (11/30/94)  143.7    (m)          471.     (f) GPS OBS        
 AA2625
 AA2625.Superseded values are not recommended for survey control.
 AA2625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2625.See file dsdata.txt to determine how the superseded data were derived.
 AA2625
 AA2625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5773721706(NAD 83)
 AA2625_MARKER: DD = SURVEY DISK
 AA2625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2625_SP_SET: CONCRETE POST
 AA2625_STAMPING: 3-32 1993
 AA2625_MARK LOGO: ALHD  
 AA2625_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2625+STABILITY: SURFACE MOTION
 AA2625_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2625+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2625
 AA2625  HISTORY     - Date     Condition        Report By
 AA2625  HISTORY     - 1993     MONUMENTED       ALHD
 AA2625
 AA2625                          STATION DESCRIPTION
 AA2625
 AA2625'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2625'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 AA2625'BARBOUR COUNTY ROAD NO. 79, ABOUT 3.25 MI (5.23 KM) NORTHWEST OF BAKER
 AA2625'HILL AND ABOUT 7.90 MI (12.71 KM) EAST-SOUTHEAST OF CLAYTON. TO REACH
 AA2625'THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 131 (MILE POST 27.25
 AA2625'ON ALA 131 AND MILE POST 65.25 ON U.S. 431) IN THE SOUTH END OF
 AA2625'EUFAULA, DRIVE SOUTHWEST ON ALA 131 FOR 9.15 MI (14.73 KM) TO MILE
 AA2625'POST 18.10 AND BARBOUR COUNTY ROAD NO. 79 LEFT AND RIGHT, TURN RIGHT
 AA2625'ON BARBOUR COUNTY ROAD NO. 79 AND DRIVE NORTHWEST, NORTH, AND
 AA2625'NORTHWEST FOR 3.75 MI (6.03 KM) TO THE STATION ON THE LEFT. THE
 AA2625'STATION IS 3.3 FT (1.0 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA2625'TREATED WOOD POSTS, 40.6 FT (12.4 M) WEST OF THE CENTER OF BARBOUR
 AA2625'COUNTY ROAD NO. 79, 120.2 FT (36.6 M) SOUTH OF A POWER POLE WITH THREE
 AA2625'TRANSFORMERS, 199.5 FT (60.8 M) SOUTH OF THE NORTHEAST CORNER OF THE
 AA2625'FENCE, 206.2 FT (62.8 M) NORTHWEST OF THE NORTHWEST CORNER OF A TAN
 AA2625'MOBLE HOME ACROSS THE ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS
 AA2625'POST, AND SET FLUSH WITH THE GROUND. STATION 3-31 1993 MAY BE USED AS
 AA2625'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2626 ***********************************************************************
 AA2626  DESIGNATION -  3 33
 AA2626  PID         -  AA2626
 AA2626  STATE/COUNTY-  AL/BARBOUR
 AA2626  USGS QUAD   -  CLAYTON SOUTH (1967)
 AA2626
 AA2626                         *CURRENT SURVEY CONTROL
 AA2626  ___________________________________________________________________
 AA2626* NAD 83(1992)-  31 49 44.23195(N)    085 26 17.63073(W)     ADJUSTED  
 AA2626* NAVD 88     -       160.6    (meters)     527.     (feet)  VERTCON   
 AA2626  ___________________________________________________________________
 AA2626  X           -     431,407.187 (meters)                     COMP
 AA2626  Y           -  -5,407,016.190 (meters)                     COMP
 AA2626  Z           -   3,344,402.777 (meters)                     COMP
 AA2626  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AA2626  ELLIP HEIGHT-         134.40  (meters)          (07/29/02) GPS OBS
 AA2626  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 AA2626
 AA2626  HORZ ORDER  -  FIRST
 AA2626  ELLP ORDER  -  FOURTH    CLASS I
 AA2626
 AA2626.The horizontal coordinates were established by GPS observations
 AA2626.and adjusted by the National Geodetic Survey in November 1994..
 AA2626
 AA2626.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2626.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2626
 AA2626.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2626
 AA2626.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2626
 AA2626.The ellipsoidal height was determined by GPS observations
 AA2626.and is referenced to NAD 83.
 AA2626
 AA2626.The geoid height was determined by GEOID03.
 AA2626
 AA2626;                    North         East     Units Scale Factor Converg.
 AA2626;SPC AL E     -   147,406.255   237,402.263   MT  0.99997725   +0 12 30.1
 AA2626;UTM  16      - 3,522,539.216   647,798.836   MT  0.99986941   +0 49 25.7
 AA2626
 AA2626!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2626!SPC AL E     -   0.99997890  x   0.99997725  =   0.99995615
 AA2626!UTM  16      -   0.99997890  x   0.99986941  =   0.99984831
 AA2626
 AA2626:                Primary Azimuth Mark                     Grid Az
 AA2626:SPC AL E     -  3 34                                     003 29 01.3
 AA2626:UTM  16      -  3 34                                     002 52 05.7
 AA2626
 AA2626|---------------------------------------------------------------------|
 AA2626| PID    Reference Object                     Distance      Geod. Az  |
 AA2626|                                                           dddmmss.s |
 AA2626| AA2627 3 34                                APPROX. 0.6 KM 0034131.4 |
 AA2626|---------------------------------------------------------------------|
 AA2626
 AA2626                          SUPERSEDED SURVEY CONTROL
 AA2626
 AA2626  ELLIP H (11/30/94)  134.41   (m)                       GP(       ) 4 1
 AA2626  NGVD 29 (11/30/94)  160.6    (m)          527.     (f) GPS OBS        
 AA2626
 AA2626.Superseded values are not recommended for survey control.
 AA2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2626.See file dsdata.txt to determine how the superseded data were derived.
 AA2626
 AA2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4779922539(NAD 83)
 AA2626_MARKER: DD = SURVEY DISK
 AA2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2626_SP_SET: CONCRETE POST
 AA2626_STAMPING: 3-33 1993
 AA2626_MARK LOGO: ALHD  
 AA2626_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2626+STABILITY: SURFACE MOTION
 AA2626_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2626+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2626
 AA2626  HISTORY     - Date     Condition        Report By
 AA2626  HISTORY     - 1993     MONUMENTED       ALHD
 AA2626
 AA2626                          STATION DESCRIPTION
 AA2626
 AA2626'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2626'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 AA2626'BARBOUR COUNTY ROAD NO. 53, ABOUT 3.45 MI (5.55 KM) SOUTH-SOUTHEAST OF
 AA2626'CLAYTON AND ABOUT 7.55 MI (12.15 KM) NORTHEAST OF LOUISVILLE. TO REACH
 AA2626'THE STATION FROM THE JUNCTION OF ALA 30 AND ALA 51 (MILE POST 0.00 ON
 AA2626'ALA 30 AND MILE POST 48.80 ON ALA 51) IN CLAYTON, DRIVE EAST ON ALA 30
 AA2626'FOR 2.10 MI (3.38 KM) TO MILE POST 2.10 AND BARBOUR COUNTY ROAD NO. 53
 AA2626'ON THE RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO. 53 AND DRIVE SOUTH
 AA2626'FOR 2.70 MI (4.35 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.1
 AA2626'FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA2626'POSTS, 36.5 FT (11.1 M) WEST OF THE CENTERLINE OF BARBOUR COUNTY ROAD
 AA2626'NO. 53, 67.0 FT (20.4 M) NORTH OF A FENCE CORNER, 144.1 FT (43.9 M)
 AA2626'NORTH OF A THIRTY-INCH WHITE OAK TREE, 152.1 FT (46.4 M) NORTHWEST OF
 AA2626'THE NORTHWEST CORNER OF A HAY SHED ACROSS THE ROAD, 212.4 FT (64.7 M)
 AA2626'NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. EC 30 1 35 ACROSS THE
 AA2626'ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2626'WITH THE GROUND. STATION 3-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2626'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2627 ***********************************************************************
 AA2627  DESIGNATION -  3 34
 AA2627  PID         -  AA2627
 AA2627  STATE/COUNTY-  AL/BARBOUR
 AA2627  USGS QUAD   -  CLAYTON SOUTH (1967)
 AA2627
 AA2627                         *CURRENT SURVEY CONTROL
 AA2627  ___________________________________________________________________
 AA2627* NAD 83(1992)-  31 50 04.28197(N)    085 26 16.11524(W)     ADJUSTED  
 AA2627* NAVD 88     -       160.2    (meters)     526.     (feet)  VERTCON   
 AA2627  ___________________________________________________________________
 AA2627  X           -     431,420.980 (meters)                     COMP
 AA2627  Y           -  -5,406,688.014 (meters)                     COMP
 AA2627  Z           -   3,344,927.274 (meters)                     COMP
 AA2627  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA2627  ELLIP HEIGHT-         134.03  (meters)          (07/29/02) GPS OBS
 AA2627  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 AA2627
 AA2627  HORZ ORDER  -  FIRST
 AA2627  ELLP ORDER  -  FOURTH    CLASS I
 AA2627
 AA2627.The horizontal coordinates were established by GPS observations
 AA2627.and adjusted by the National Geodetic Survey in November 1994..
 AA2627
 AA2627.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2627.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2627
 AA2627.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2627
 AA2627.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2627
 AA2627.The ellipsoidal height was determined by GPS observations
 AA2627.and is referenced to NAD 83.
 AA2627
 AA2627.The geoid height was determined by GEOID03.
 AA2627
 AA2627;                    North         East     Units Scale Factor Converg.
 AA2627;SPC AL E     -   148,023.944   237,439.866   MT  0.99997728   +0 12 31.1
 AA2627;UTM  16      - 3,523,157.207   647,829.798   MT  0.99986952   +0 49 27.0
 AA2627
 AA2627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2627!SPC AL E     -   0.99997895  x   0.99997728  =   0.99995624
 AA2627!UTM  16      -   0.99997895  x   0.99986952  =   0.99984848
 AA2627
 AA2627:                Primary Azimuth Mark                     Grid Az
 AA2627:SPC AL E     -  3 33                                     183 29 01.1
 AA2627:UTM  16      -  3 33                                     182 52 05.2
 AA2627
 AA2627|---------------------------------------------------------------------|
 AA2627| PID    Reference Object                     Distance      Geod. Az  |
 AA2627|                                                           dddmmss.s |
 AA2627| AA2626 3 33                                APPROX. 0.6 KM 1834132.2 |
 AA2627|---------------------------------------------------------------------|
 AA2627
 AA2627                          SUPERSEDED SURVEY CONTROL
 AA2627
 AA2627  ELLIP H (11/30/94)  134.05   (m)                       GP(       ) 4 1
 AA2627  NGVD 29 (11/30/94)  160.2    (m)          526.     (f) GPS OBS        
 AA2627
 AA2627.Superseded values are not recommended for survey control.
 AA2627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2627.See file dsdata.txt to determine how the superseded data were derived.
 AA2627
 AA2627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4783023157(NAD 83)
 AA2627_MARKER: DD = SURVEY DISK
 AA2627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2627_SP_SET: CONCRETE POST
 AA2627_STAMPING: 3-34 1993
 AA2627_MARK LOGO: ALHD  
 AA2627_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2627+STABILITY: SURFACE MOTION
 AA2627_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2627+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2627
 AA2627  HISTORY     - Date     Condition        Report By
 AA2627  HISTORY     - 1993     MONUMENTED       ALHD
 AA2627
 AA2627                          STATION DESCRIPTION
 AA2627
 AA2627'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2627'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE EAST RIGHT OF WAY OF
 AA2627'BARBOUR COUNTY ROAD NO. 53, ABOUT 3.10 MI (4.99 KM) SOUTH-SOUTHEAST OF
 AA2627'CLAYTON AND ABOUT 7.80 MI (12.55 KM) NORTHEAST OF LOUISVILLE. TO REACH
 AA2627'THE STATION FROM THE JUNCTION OF ALA 30 AND ALA 51 (MILE POST 0.00 ON
 AA2627'ALA 30 AND MILE POST 48.80 ON ALA 51) IN CLAYTON, DRIVE EAST ON ALA 30
 AA2627'FOR 2.10 MI (3.38 KM) TO MILE POST 2.10 AND BARBOUR COUNTY ROAD NO. 53
 AA2627'ON THE RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO. 53 AND DRIVE SOUTH
 AA2627'FOR 2.30 MI (3.70 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0
 AA2627'FT (0.9 M) WEST OF A HOG WIRE FENCE ON OLD WOOD POSTS, 37.6 FT (11.5
 AA2627'M) EAST OF THE CENTERLINE OF BARBOUR COUNTY ROAD NO. 53, 3.2 FT (1.0
 AA2627'M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2627'STATION 3-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2628 ***********************************************************************
 AA2628  DESIGNATION -  3 35
 AA2628  PID         -  AA2628
 AA2628  STATE/COUNTY-  AL/BARBOUR
 AA2628  USGS QUAD   -  LOUISVILLE (1968)
 AA2628
 AA2628                         *CURRENT SURVEY CONTROL
 AA2628  ___________________________________________________________________
 AA2628* NAD 83(1992)-  31 50 22.16600(N)    085 34 25.52730(W)     ADJUSTED  
 AA2628* NAVD 88     -       163.8    (meters)     537.     (feet)  VERTCON   
 AA2628  ___________________________________________________________________
 AA2628  X           -     418,568.937 (meters)                     COMP
 AA2628  Y           -  -5,407,409.717 (meters)                     COMP
 AA2628  Z           -   3,345,397.120 (meters)                     COMP
 AA2628  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AA2628  ELLIP HEIGHT-         137.56  (meters)          (07/29/02) GPS OBS
 AA2628  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 AA2628
 AA2628  HORZ ORDER  -  FIRST
 AA2628  ELLP ORDER  -  FOURTH    CLASS I
 AA2628
 AA2628.The horizontal coordinates were established by GPS observations
 AA2628.and adjusted by the National Geodetic Survey in November 1994..
 AA2628
 AA2628.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2628.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2628
 AA2628.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2628
 AA2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2628
 AA2628.The ellipsoidal height was determined by GPS observations
 AA2628.and is referenced to NAD 83.
 AA2628
 AA2628.The geoid height was determined by GEOID03.
 AA2628
 AA2628;                    North         East     Units Scale Factor Converg.
 AA2628;SPC AL E     -   148,535.967   224,569.816   MT  0.99996744   +0 08 13.0
 AA2628;UTM  16      - 3,523,530.888   634,956.604   MT  0.99982462   +0 45 09.1
 AA2628
 AA2628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2628!SPC AL E     -   0.99997840  x   0.99996744  =   0.99994584
 AA2628!UTM  16      -   0.99997840  x   0.99982462  =   0.99980302
 AA2628
 AA2628:                Primary Azimuth Mark                     Grid Az
 AA2628:SPC AL E     -  3 36                                     000 31 04.1
 AA2628:UTM  16      -  3 36                                     359 54 08.0
 AA2628
 AA2628|---------------------------------------------------------------------|
 AA2628| PID    Reference Object                     Distance      Geod. Az  |
 AA2628|                                                           dddmmss.s |
 AA2628| AA2629 3 36                                APPROX. 0.5 KM 0003917.1 |
 AA2628|---------------------------------------------------------------------|
 AA2628
 AA2628                          SUPERSEDED SURVEY CONTROL
 AA2628
 AA2628  ELLIP H (11/30/94)  137.58   (m)                       GP(       ) 4 1
 AA2628  NGVD 29 (11/30/94)  163.8    (m)          537.     (f) GPS OBS        
 AA2628
 AA2628.Superseded values are not recommended for survey control.
 AA2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2628.See file dsdata.txt to determine how the superseded data were derived.
 AA2628
 AA2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3495723531(NAD 83)
 AA2628_MARKER: DD = SURVEY DISK
 AA2628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2628_SP_SET: CONCRETE POST
 AA2628_STAMPING: 3-35 1993
 AA2628_MARK LOGO: ALHD  
 AA2628_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2628+STABILITY: SURFACE MOTION
 AA2628_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2628+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2628
 AA2628  HISTORY     - Date     Condition        Report By
 AA2628  HISTORY     - 1993     MONUMENTED       ALHD
 AA2628
 AA2628                          STATION DESCRIPTION
 AA2628
 AA2628'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2628'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE EAST RIGHT OF WAY OF
 AA2628'BARBOUR COUNTY ROAD NO. 27, ABOUT 4.05 MI (6.52 KM) NORTH OF
 AA2628'LOUISVILLE AND ABOUT 7.70 MI (12.39 KM) WEST-SOUTHWEST OF CLAYTON. TO
 AA2628'REACH THE STATION FROM THE JUNCTION OF ALA 51 AND ALA 130 (MILE POST
 AA2628'39.90 ON ALA 51 AND MILE POST 15.65 ON ALA 130) IN LOUISVILLE, DRIVE
 AA2628'EAST AND NORTHEAST ON ALA 51 FOR 2.35 MI (3.78 KM) TO MILE POST 42.25
 AA2628'AND BARBOUR COUNTY ROAD NO. 27 ON THE LEFT, TURN LEFT ON BARBOUR
 AA2628'COUNTY ROAD NO. 27 AND DRIVE NORTHWEST FOR 3.15 MI (5.07 KM) TO THE
 AA2628'STATION ON THE RIGHT. THE STATION IS LOCATED ON TOP OF A HILL IN FRONT
 AA2628'OF A SMALL CEMETARY, 16.2 FT (4.9 M) NORTH-NORTHWEST OF CONCRETE RIGHT
 AA2628'OF WAY MARKER P. T. 161 + 97.3, 36.7 FT (11.2 M) EAST OF THE
 AA2628'CENTERLINE OF BARBOUR COUNTY ROAD NO. 27, 63.5 FT (19.4 M)
 AA2628'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE GRANITE BORDER AROUND
 AA2628'VOLLY AND VERA H. MCCRANEY GRAVES, 67.0 FT (20.4 M) NORTHWEST OF THE
 AA2628'SOUTHWEST CORNER OF THE GRANITE BORDER AROUND DAVID, JACK AND BETTY
 AA2628'JEAN MCCRANEY GRAVES, 90.3 FT (27.5 M) EAST OF A FENCE CORNER ACROSS
 AA2628'THE ROAD, 1.8 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA2628'FLUSH WITH THE GROUND. STATION 3-36 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2628'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2629 ***********************************************************************
 AA2629  DESIGNATION -  3 36
 AA2629  PID         -  AA2629
 AA2629  STATE/COUNTY-  AL/BARBOUR
 AA2629  USGS QUAD   -  LOUISVILLE (1968)
 AA2629
 AA2629                         *CURRENT SURVEY CONTROL
 AA2629  ___________________________________________________________________
 AA2629* NAD 83(1992)-  31 50 39.28280(N)    085 34 25.29814(W)     ADJUSTED  
 AA2629* NAVD 88     -       154.7    (meters)     508.     (feet)  VERTCON   
 AA2629  ___________________________________________________________________
 AA2629  X           -     418,552.883 (meters)                     COMP
 AA2629  Y           -  -5,407,124.247 (meters)                     COMP
 AA2629  Z           -   3,345,840.219 (meters)                     COMP
 AA2629  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AA2629  ELLIP HEIGHT-         128.49  (meters)          (07/29/02) GPS OBS
 AA2629  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 AA2629
 AA2629  HORZ ORDER  -  FIRST
 AA2629  ELLP ORDER  -  FOURTH    CLASS I
 AA2629
 AA2629.The horizontal coordinates were established by GPS observations
 AA2629.and adjusted by the National Geodetic Survey in November 1994..
 AA2629
 AA2629.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2629.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2629
 AA2629.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2629
 AA2629.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2629
 AA2629.The ellipsoidal height was determined by GPS observations
 AA2629.and is referenced to NAD 83.
 AA2629
 AA2629.The geoid height was determined by GEOID03.
 AA2629
 AA2629;                    North         East     Units Scale Factor Converg.
 AA2629;SPC AL E     -   149,063.179   224,574.581   MT  0.99996745   +0 08 13.2
 AA2629;UTM  16      - 3,524,058.046   634,955.704   MT  0.99982462   +0 45 09.5
 AA2629
 AA2629!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2629!SPC AL E     -   0.99997982  x   0.99996745  =   0.99994728
 AA2629!UTM  16      -   0.99997982  x   0.99982462  =   0.99980445
 AA2629
 AA2629:                Primary Azimuth Mark                     Grid Az
 AA2629:SPC AL E     -  3 35                                     180 31 04.1
 AA2629:UTM  16      -  3 35                                     179 54 07.8
 AA2629
 AA2629|---------------------------------------------------------------------|
 AA2629| PID    Reference Object                     Distance      Geod. Az  |
 AA2629|                                                           dddmmss.s |
 AA2629| AA2628 3 35                                APPROX. 0.5 KM 1803917.3 |
 AA2629|---------------------------------------------------------------------|
 AA2629
 AA2629                          SUPERSEDED SURVEY CONTROL
 AA2629
 AA2629  ELLIP H (11/30/94)  128.51   (m)                       GP(       ) 4 1
 AA2629  NGVD 29 (11/30/94)  154.8    (m)          508.     (f) GPS OBS        
 AA2629
 AA2629.Superseded values are not recommended for survey control.
 AA2629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2629.See file dsdata.txt to determine how the superseded data were derived.
 AA2629
 AA2629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3495624058(NAD 83)
 AA2629_MARKER: DD = SURVEY DISK
 AA2629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2629_SP_SET: CONCRETE POST
 AA2629_STAMPING: 3-36 1993
 AA2629_MARK LOGO: ALHD  
 AA2629_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2629+STABILITY: SURFACE MOTION
 AA2629_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2629+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2629
 AA2629  HISTORY     - Date     Condition        Report By
 AA2629  HISTORY     - 1993     MONUMENTED       ALHD
 AA2629
 AA2629                          STATION DESCRIPTION
 AA2629
 AA2629'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2629'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 AA2629'BARBOUR COUNTY ROAD NO. 27, ABOUT 4.40 MI (7.08 KM) NORTH OF
 AA2629'LOUISVILLE AND ABOUT 7.60 MI (12.23 KM) WEST-SOUTHWEST OF CLAYTON. TO
 AA2629'REACH THE STATION FROM THE JUNCTION OF ALA 51 AND ALA 130 (MILE POST
 AA2629'39.90 ON ALA 51 AND MILE POST 15.65 ON ALA 130) IN LOUISVILLE, DRIVE
 AA2629'EAST AND NORTHEAST ON ALA 51 FOR 2.35 MI (3.78 KM) TO MILE POST 42.25
 AA2629'AND BARBOUR COUNTY ROAD NO. 27 ON THE LEFT, TURN LEFT ON BARBOUR
 AA2629'COUNTY ROAD NO. 27 AND DRIVE NORTHWEST FOR 3.50 MI (5.63 KM) TO THE
 AA2629'STATION ON THE LEFT. THE STATION IS 3.3 FT (1.0 M) EAST OF A HOG WIRE
 AA2629'FENCE WITH FOUR STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 37.7 FT
 AA2629'(11.5 M) WEST OF THE CENTERLINE OF BARBOUR COUNTY ROAD NO. 27, 90.8 FT
 AA2629'(27.7 M) NORTHWEST OF THE NORTH POST OF A CATTLE GAP IN THE FENCE
 AA2629'ACROSS THE ROAD, 98.9 FT (30.1 M) NORTHWEST OF THE SOUTH POST OF A
 AA2629'CATTLE GAP IN THE FENCE ACROSS THE ROAD, 113.5 FT (34.6 M) SOUTH OF AN
 AA2629'ANGLE POWER POLE WITH ONE GUY WIRE IN A PASTURE, 3.2 FT (1.0 M) EAST
 AA2629'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2629'3-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2630 ***********************************************************************
 AA2630  DESIGNATION -  3 37
 AA2630  PID         -  AA2630
 AA2630  STATE/COUNTY-  AL/BARBOUR
 AA2630  USGS QUAD   -  JOSIE (1968)
 AA2630
 AA2630                         *CURRENT SURVEY CONTROL
 AA2630  ___________________________________________________________________
 AA2630* NAD 83(1992)-  31 48 10.17995(N)    085 39 19.91100(W)     ADJUSTED  
 AA2630* NAVD 88     -       109.4    (meters)     359.     (feet)  VERTCON   
 AA2630  ___________________________________________________________________
 AA2630  X           -     411,009.871 (meters)                     COMP
 AA2630  Y           -  -5,410,092.930 (meters)                     COMP
 AA2630  Z           -   3,341,914.116 (meters)                     COMP
 AA2630  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AA2630  ELLIP HEIGHT-          83.20  (meters)          (07/29/02) GPS OBS
 AA2630  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AA2630
 AA2630  HORZ ORDER  -  FIRST
 AA2630  ELLP ORDER  -  FOURTH    CLASS I
 AA2630
 AA2630.The horizontal coordinates were established by GPS observations
 AA2630.and adjusted by the National Geodetic Survey in November 1994..
 AA2630
 AA2630.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2630.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2630
 AA2630.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2630
 AA2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2630
 AA2630.The ellipsoidal height was determined by GPS observations
 AA2630.and is referenced to NAD 83.
 AA2630
 AA2630.The geoid height was determined by GEOID03.
 AA2630
 AA2630;                    North         East     Units Scale Factor Converg.
 AA2630;SPC AL E     -   144,455.230   216,836.310   MT  0.99996349   +0 05 37.3
 AA2630;UTM  16      - 3,519,367.983   627,268.541   MT  0.99979976   +0 42 31.1
 AA2630
 AA2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2630!SPC AL E     -   0.99998694  x   0.99996349  =   0.99995043
 AA2630!UTM  16      -   0.99998694  x   0.99979976  =   0.99978670
 AA2630
 AA2630:                Primary Azimuth Mark                     Grid Az
 AA2630:SPC AL E     -  3 38                                     340 27 36.2
 AA2630:UTM  16      -  3 38                                     339 50 42.4
 AA2630
 AA2630|---------------------------------------------------------------------|
 AA2630| PID    Reference Object                     Distance      Geod. Az  |
 AA2630|                                                           dddmmss.s |
 AA2630| AA2631 3 38                                APPROX. 0.5 KM 3403313.5 |
 AA2630|---------------------------------------------------------------------|
 AA2630
 AA2630                          SUPERSEDED SURVEY CONTROL
 AA2630
 AA2630  ELLIP H (11/30/94)   83.22   (m)                       GP(       ) 4 1
 AA2630  NGVD 29 (11/30/94)  109.5    (m)          359.     (f) GPS OBS        
 AA2630
 AA2630.Superseded values are not recommended for survey control.
 AA2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2630.See file dsdata.txt to determine how the superseded data were derived.
 AA2630
 AA2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA2726919368(NAD 83)
 AA2630_MARKER: DD = SURVEY DISK
 AA2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2630_SP_SET: CONCRETE POST
 AA2630_STAMPING: 3-37 1993
 AA2630_MARK LOGO: ALHD  
 AA2630_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2630+STABILITY: SURFACE MOTION
 AA2630_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2630+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2630
 AA2630  HISTORY     - Date     Condition        Report By
 AA2630  HISTORY     - 1993     MONUMENTED       ALHD
 AA2630
 AA2630                          STATION DESCRIPTION
 AA2630
 AA2630'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2630'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE EAST RIGHT OF WAY OF
 AA2630'BARBOUR COUNTY ROAD NO. 9, ABOUT 5.90 MI (9.49 KM) WEST-NORTHWEST OF
 AA2630'LOUISVILLE AND ABOUT 6.95 MI (11.18 KM) NORTH-NORTHWEST OF CLIO. TO
 AA2630'REACH THE STATION FROM THE JUNCTION OF ALA 51 AND ALA 130 (MILE POST
 AA2630'15.65 ON ALA 130 AND MILE POST 39.90 ON ALA 51) IN LOUISVILLE, DRIVE
 AA2630'WEST ON ALA 130 FOR 5.30 MI (8.53 KM) TO MILE POST 10.35 AND BARBOUR
 AA2630'COUNTY ROAD NO. 9 ON THE RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO.
 AA2630'9 AND DRIVE NORTHWEST FOR 1.60 MI (2.57 KM) TO THE STATION ON THE
 AA2630'RIGHT. THE STATION IS 2.9 FT (0.9 M) WEST-SOUTHWEST OF A HOG WIRE
 AA2630'FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 33.2 FT
 AA2630'(10.1 M) EAST-NORTHEAST OF THE CENTERLINE OF BARBOUR COUNTY ROAD NO.
 AA2630'9, 70.8 FT (21.6 M) EAST-NORTHEAST OF THE NORTH POST OF A METAL GATE
 AA2630'ACROSS THE ROAD, 72.5 FT (22.1 M) NORTHEAST OF THE SOUTH POST OF A
 AA2630'METAL GATE ACROSS THE ROAD, 110.4 FT (33.6 M) SOUTHEAST OF A POWER
 AA2630'POLE ACROSS THE ROAD, 3.3 FT (1.0 M) WEST OF A CARSONITE WITNESS POST,
 AA2630'AND SET FLUSH WITH THE GROUND. STATION 3-38 1993 MAY BE USED AS AN
 AA2630'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2631 ***********************************************************************
 AA2631  DESIGNATION -  3 38
 AA2631  PID         -  AA2631
 AA2631  STATE/COUNTY-  AL/BARBOUR
 AA2631  USGS QUAD   -  JOSIE (1968)
 AA2631
 AA2631                         *CURRENT SURVEY CONTROL
 AA2631  ___________________________________________________________________
 AA2631* NAD 83(1992)-  31 48 25.51747(N)    085 39 26.25217(W)     ADJUSTED  
 AA2631* NAVD 88     -       125.0    (meters)     410.     (feet)  VERTCON   
 AA2631  ___________________________________________________________________
 AA2631  X           -     410,825.696 (meters)                     COMP
 AA2631  Y           -  -5,409,870.469 (meters)                     COMP
 AA2631  Z           -   3,342,323.788 (meters)                     COMP
 AA2631  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AA2631  ELLIP HEIGHT-          98.74  (meters)          (07/29/02) GPS OBS
 AA2631  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AA2631
 AA2631  HORZ ORDER  -  FIRST
 AA2631  ELLP ORDER  -  FOURTH    CLASS I
 AA2631
 AA2631.The horizontal coordinates were established by GPS observations
 AA2631.and adjusted by the National Geodetic Survey in November 1994..
 AA2631
 AA2631.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2631.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2631
 AA2631.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2631
 AA2631.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2631
 AA2631.The ellipsoidal height was determined by GPS observations
 AA2631.and is referenced to NAD 83.
 AA2631
 AA2631.The geoid height was determined by GEOID03.
 AA2631
 AA2631;                    North         East     Units Scale Factor Converg.
 AA2631;SPC AL E     -   144,927.351   216,668.753   MT  0.99996343   +0 05 34.0
 AA2631;UTM  16      - 3,519,838.201   627,095.954   MT  0.99979922   +0 42 28.0
 AA2631
 AA2631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2631!SPC AL E     -   0.99998450  x   0.99996343  =   0.99994793
 AA2631!UTM  16      -   0.99998450  x   0.99979922  =   0.99978372
 AA2631
 AA2631:                Primary Azimuth Mark                     Grid Az
 AA2631:SPC AL E     -  3 37                                     160 27 36.1
 AA2631:UTM  16      -  3 37                                     159 50 42.1
 AA2631
 AA2631|---------------------------------------------------------------------|
 AA2631| PID    Reference Object                     Distance      Geod. Az  |
 AA2631|                                                           dddmmss.s |
 AA2631| AA2630 3 37                                APPROX. 0.5 KM 1603310.1 |
 AA2631|---------------------------------------------------------------------|
 AA2631
 AA2631                          SUPERSEDED SURVEY CONTROL
 AA2631
 AA2631  ELLIP H (11/30/94)   98.75   (m)                       GP(       ) 4 1
 AA2631  NGVD 29 (11/30/94)  125.0    (m)          410.     (f) GPS OBS        
 AA2631
 AA2631.Superseded values are not recommended for survey control.
 AA2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2631.See file dsdata.txt to determine how the superseded data were derived.
 AA2631
 AA2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA2709619838(NAD 83)
 AA2631_MARKER: DD = SURVEY DISK
 AA2631_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2631_SP_SET: CONCRETE POST
 AA2631_STAMPING: 3-38 1993
 AA2631_MARK LOGO: ALHD  
 AA2631_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2631+STABILITY: SURFACE MOTION
 AA2631_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2631+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2631
 AA2631  HISTORY     - Date     Condition        Report By
 AA2631  HISTORY     - 1993     MONUMENTED       ALHD
 AA2631
 AA2631                          STATION DESCRIPTION
 AA2631
 AA2631'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2631'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE EAST RIGHT OF WAY OF
 AA2631'BARBOUR COUNTY ROAD NO. 9, ABOUT 6.10 MI (9.82 KM) WEST-NORTHWEST OF
 AA2631'LOUISVILLE AND ABOUT 7.25 MI (11.67 KM) NORTH-NORTHWEST OF CLIO. TO
 AA2631'REACH THE STATION FROM THE JUNCTION OF ALA 51 AND ALA 130 (MILE POST
 AA2631'15.65 ON ALA 130 AND MILE POST 39.90 ON ALA 51) IN LOUISVILLE, DRIVE
 AA2631'WEST ON ALA 130 FOR 5.30 MI (8.53 KM) TO MILE POST 10.35 AND BARBOUR
 AA2631'COUNTY ROAD NO. 9 ON THE RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO.
 AA2631'9 AND DRIVE NORTHWEST FOR 1.90 MI (3.06 KM) TO THE STATION ON THE
 AA2631'RIGHT. THE STATION IS 3.2 FT (1.0 M) WEST-SOUTHWEST OF A HOG WIRE
 AA2631'FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 34.6 FT
 AA2631'(10.5 M) EAST-NORTHEAST OF THE CENTERLINE OF BARBOUR COUNTY ROAD NO.
 AA2631'9, 91.1 FT (27.8 M) EAST OF A JUNCTION POWER POLE ACROSS THE ROAD,
 AA2631'118.5 FT (36.1 M) SOUTH-SOUTHEAST OF AN EIGHTEEN-INCH CONCRETE PIPE
 AA2631'UNDER A FIELD ROAD, 121.6 FT (37.1 M) SOUTH-SOUTHEAST OF THE SOUTH
 AA2631'POST OF A DOUBLE METAL GATE, 3.1 FT (0.9 M) WEST OF A CARSONITE
 AA2631'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 3-37 1993 MAY BE
 AA2631'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2632 ***********************************************************************
 AA2632  DESIGNATION -  3 39
 AA2632  PID         -  AA2632
 AA2632  STATE/COUNTY-  AL/BARBOUR
 AA2632  USGS QUAD   -  MOUNT ANDREW (1968)
 AA2632
 AA2632                         *CURRENT SURVEY CONTROL
 AA2632  ___________________________________________________________________
 AA2632* NAD 83(1992)-  31 53 14.13731(N)    085 36 07.26379(W)     ADJUSTED  
 AA2632* NAVD 88     -       146.0    (meters)     479.     (feet)  VERTCON   
 AA2632  ___________________________________________________________________
 AA2632  X           -     415,686.181 (meters)                     COMP
 AA2632  Y           -  -5,404,812.315 (meters)                     COMP
 AA2632  Z           -   3,349,886.497 (meters)                     COMP
 AA2632  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AA2632  ELLIP HEIGHT-         119.67  (meters)          (07/29/02) GPS OBS
 AA2632  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AA2632
 AA2632  HORZ ORDER  -  FIRST
 AA2632  ELLP ORDER  -  FOURTH    CLASS I
 AA2632
 AA2632.The horizontal coordinates were established by GPS observations
 AA2632.and adjusted by the National Geodetic Survey in November 1994..
 AA2632
 AA2632.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2632.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2632
 AA2632.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2632
 AA2632.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2632
 AA2632.The ellipsoidal height was determined by GPS observations
 AA2632.and is referenced to NAD 83.
 AA2632
 AA2632.The geoid height was determined by GEOID03.
 AA2632
 AA2632;                    North         East     Units Scale Factor Converg.
 AA2632;SPC AL E     -   153,826.657   221,883.593   MT  0.99996590   +0 07 19.9
 AA2632;UTM  16      - 3,528,791.622   632,214.059   MT  0.99981559   +0 44 18.9
 AA2632
 AA2632!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2632!SPC AL E     -   0.99998121  x   0.99996590  =   0.99994711
 AA2632!UTM  16      -   0.99998121  x   0.99981559  =   0.99979680
 AA2632
 AA2632:                Primary Azimuth Mark                     Grid Az
 AA2632:SPC AL E     -  3 40                                     304 11 20.3
 AA2632:UTM  16      -  3 40                                     303 34 21.3
 AA2632
 AA2632|---------------------------------------------------------------------|
 AA2632| PID    Reference Object                     Distance      Geod. Az  |
 AA2632|                                                           dddmmss.s |
 AA2632| AA2633 3 40                                APPROX. 0.5 KM 3041840.2 |
 AA2632|---------------------------------------------------------------------|
 AA2632
 AA2632                          SUPERSEDED SURVEY CONTROL
 AA2632
 AA2632  ELLIP H (11/30/94)  119.69   (m)                       GP(       ) 4 1
 AA2632  NGVD 29 (11/30/94)  146.0    (m)          479.     (f) GPS OBS        
 AA2632
 AA2632.Superseded values are not recommended for survey control.
 AA2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2632.See file dsdata.txt to determine how the superseded data were derived.
 AA2632
 AA2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3221428792(NAD 83)
 AA2632_MARKER: DD = SURVEY DISK
 AA2632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2632_SP_SET: CONCRETE POST
 AA2632_STAMPING: 3-39 1993
 AA2632_MARK LOGO: ALHD  
 AA2632_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2632+STABILITY: SURFACE MOTION
 AA2632_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2632+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2632
 AA2632  HISTORY     - Date     Condition        Report By
 AA2632  HISTORY     - 1993     MONUMENTED       ALHD
 AA2632
 AA2632                          STATION DESCRIPTION
 AA2632
 AA2632'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2632'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2632'OF BARBOUR COUNTY ROAD NO. 27, ABOUT 7.70 MI (12.39 KM)
 AA2632'NORTH-NORTHWEST OF LOUISVILLE AND ABOUT 8.90 MI (14.32 KM) WEST OF
 AA2632'CLAYTON. TO REACH THE STATION FROM THE JUNCTION OF ALA 51 AND ALA 239
 AA2632'(MILE POST 0.00 ON ALA 239 AND MILE POST 50.05 ON ALA 51) IN CLAYTON,
 AA2632'DRIVE WEST AND NORTHWEST ON ALA 239 FOR 6.45 MI (10.38 KM) TO MILE
 AA2632'POST 6.45 AND BARBOUR COUNTY ROAD NO. 44 ON THE LEFT, TURN LEFT ON
 AA2632'BARBOUR COUNTY ROAD NO. 44 AND DRIVE SOUTHWEST AND WEST FOR 3.00 MI
 AA2632'(4.83 KM) TO A CROSS ROAD WITH BARBOUR COUNTY ROAD NO. 27 LEFT AND
 AA2632'RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO. 27 AND DRIVE NORTHWEST
 AA2632'FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.8
 AA2632'FT (0.9 M) WEST OF A HOG WIRE FENCE WITH THREE STRANDS OF BARBED WIRE
 AA2632'ON TREATED WOOD POSTS, 4.0 FT (1.2 M) SOUTH OF THE SOUTH POST OF A
 AA2632'CATTLE GAP, 17.3 FT (5.3 M) SOUTHEAST OF THE NORTH POST OF A CATTLE
 AA2632'GAP, 37.9 FT (11.6 M) NORTHEAST OF THE CENTER OF BARBOUR COUNTY ROAD
 AA2632'NO. 27, 109.8 FT (33.5 M) NORTHWEST OF A POWER POLE WITH ONE GUY WIRE,
 AA2632'3.1 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2632'WITH THE GROUND. STATION 3-40 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2632'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2368 ***********************************************************************
 CM2368  DESIGNATION -  3 4
 CM2368  PID         -  CM2368
 CM2368  STATE/COUNTY-  AL/BARBOUR
 CM2368  USGS QUAD   -  TWIN SPRINGS (1985)
 CM2368
 CM2368                         *CURRENT SURVEY CONTROL
 CM2368  ___________________________________________________________________
 CM2368* NAD 83(1992)-  32 00 44.15670(N)    085 07 00.07903(W)     ADJUSTED  
 CM2368* NAVD 88     -        88.6    (meters)     291.     (feet)  VERTCON   
 CM2368  ___________________________________________________________________
 CM2368  X           -     460,824.103 (meters)                     COMP
 CM2368  Y           -  -5,393,740.213 (meters)                     COMP
 CM2368  Z           -   3,361,617.774 (meters)                     COMP
 CM2368  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CM2368  ELLIP HEIGHT-          62.21  (meters)          (07/29/02) GPS OBS
 CM2368  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CM2368
 CM2368  HORZ ORDER  -  FIRST
 CM2368  ELLP ORDER  -  FOURTH    CLASS I
 CM2368
 CM2368.The horizontal coordinates were established by GPS observations
 CM2368.and adjusted by the National Geodetic Survey in September 1997..
 CM2368
 CM2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2368
 CM2368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2368
 CM2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2368
 CM2368.The ellipsoidal height was determined by GPS observations
 CM2368.and is referenced to NAD 83.
 CM2368
 CM2368.The geoid height was determined by GEOID03.
 CM2368
 CM2368;                    North         East     Units Scale Factor Converg.
 CM2368;SPC AL E     -   167,888.575   267,707.065   MT  1.00001651   +0 22 47.7
 CM2368;UTM  16      - 3,543,345.324   677,879.278   MT  0.99999023   +0 59 55.0
 CM2368
 CM2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2368!SPC AL E     -   0.99999023  x   1.00001651  =   1.00000674
 CM2368!UTM  16      -   0.99999023  x   0.99999023  =   0.99998046
 CM2368
 CM2368:                Primary Azimuth Mark                     Grid Az
 CM2368:SPC AL E     -  3 5                                      354 58 05.3
 CM2368:UTM  16      -  3 5                                      354 20 58.0
 CM2368
 CM2368|---------------------------------------------------------------------|
 CM2368| PID    Reference Object                     Distance      Geod. Az  |
 CM2368|                                                           dddmmss.s |
 CM2368| CM2369 3 5                                 416.188 METERS 3552053.0 |
 CM2368|---------------------------------------------------------------------|
 CM2368
 CM2368                          SUPERSEDED SURVEY CONTROL
 CM2368
 CM2368  NAD 83(1992)-  32 00 44.15698(N)    085 07 00.08267(W) AD(       ) 1
 CM2368  ELLIP H (12/04/92)   62.15   (m)                       GP(       ) 4 1
 CM2368  NAD 83(1986)-  32 00 44.16022(N)    085 07 00.06431(W) AD(       ) 1
 CM2368  NGVD 29 (12/04/92)   88.6    (m)          291.     (f) GPS OBS        
 CM2368
 CM2368.Superseded values are not recommended for survey control.
 CM2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2368.See file dsdata.txt to determine how the superseded data were derived.
 CM2368
 CM2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7787943345(NAD 83)
 CM2368_MARKER: DD = SURVEY DISK
 CM2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2368_SP_SET: CONCRETE POST
 CM2368_STAMPING: 3 - 4 1989
 CM2368_MARK LOGO: ALHD  
 CM2368_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2368+STABILITY: SURFACE MOTION
 CM2368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2368+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CM2368
 CM2368  HISTORY     - Date     Condition        Report By
 CM2368  HISTORY     - 1989     MONUMENTED       ALHD
 CM2368
 CM2368                          STATION DESCRIPTION
 CM2368
 CM2368'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2368'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE EAST RIGHT OF WAY OF
 CM2368'U.S. HIGHWAY 431, ABOUT 14.40 KM (8.95 MI) NORTH OF EUFAULA AND ABOUT
 CM2368'21.40 KM (13.30 MI) SOUTH OF PITTSVIEW.
 CM2368'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 EAST AND
 CM2368'U.S. HIGHWAY 431 AT THE CONFEDERATE MONUMENT IN EUFAULA, GO NORTH ON
 CM2368'U.S. 431 FOR 14.40 KM (8.95 MI) TO MILE POST 79.20 AND THE STATION ON
 CM2368'THE RIGHT.
 CM2368'THE STATION IS 14.33 M (47.0 FT) EAST OF THE CENTERLINE OF U.S. 431,
 CM2368'0.98 M (3.2 FT) WEST OF A 6 STRAND BARBED WIRE FENCE, 20.30 M
 CM2368'(66.6 FT) SOUTH OF A POWER POLE, 40.84 M (134.0 FT) SOUTH OF THE EAST
 CM2368'END OF A 30 INCH CONCRETE PIPE UNDER U.S. 431, 0.98 M (3.2 FT) WEST OF
 CM2368'A CARSONITE WITNESS POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR
 CM2368'DRIVEN FLUSH WITH THE GROUND, AND SET FLUSH WITH THE GROUND.
 CM2368'STATION 3 - 5 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2633 ***********************************************************************
 AA2633  DESIGNATION -  3 40
 AA2633  PID         -  AA2633
 AA2633  STATE/COUNTY-  AL/BARBOUR
 AA2633  USGS QUAD   -  MOUNT ANDREW (1968)
 AA2633
 AA2633                         *CURRENT SURVEY CONTROL
 AA2633  ___________________________________________________________________
 AA2633* NAD 83(1992)-  31 53 23.78960(N)    085 36 23.84186(W)     ADJUSTED  
 AA2633* NAVD 88     -       157.5    (meters)     517.     (feet)  VERTCON   
 AA2633  ___________________________________________________________________
 AA2633  X           -     415,240.498 (meters)                     COMP
 AA2633  Y           -  -5,404,698.862 (meters)                     COMP
 AA2633  Z           -   3,350,145.021 (meters)                     COMP
 AA2633  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AA2633  ELLIP HEIGHT-         131.19  (meters)          (07/29/02) GPS OBS
 AA2633  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AA2633
 AA2633  HORZ ORDER  -  FIRST
 AA2633  ELLP ORDER  -  FOURTH    CLASS I
 AA2633
 AA2633.The horizontal coordinates were established by GPS observations
 AA2633.and adjusted by the National Geodetic Survey in November 1994..
 AA2633
 AA2633.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2633.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2633
 AA2633.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2633
 AA2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2633
 AA2633.The ellipsoidal height was determined by GPS observations
 AA2633.and is referenced to NAD 83.
 AA2633
 AA2633.The geoid height was determined by GEOID03.
 AA2633
 AA2633;                    North         East     Units Scale Factor Converg.
 AA2633;SPC AL E     -   154,123.030   221,447.313   MT  0.99996567   +0 07 11.2
 AA2633;UTM  16      - 3,529,083.240   631,774.682   MT  0.99981415   +0 44 10.4
 AA2633
 AA2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2633!SPC AL E     -   0.99997940  x   0.99996567  =   0.99994507
 AA2633!UTM  16      -   0.99997940  x   0.99981415  =   0.99979355
 AA2633
 AA2633:                Primary Azimuth Mark                     Grid Az
 AA2633:SPC AL E     -  3 39                                     124 11 20.3
 AA2633:UTM  16      -  3 39                                     123 34 21.1
 AA2633
 AA2633|---------------------------------------------------------------------|
 AA2633| PID    Reference Object                     Distance      Geod. Az  |
 AA2633|                                                           dddmmss.s |
 AA2633| AA2632 3 39                                APPROX. 0.5 KM 1241831.5 |
 AA2633|---------------------------------------------------------------------|
 AA2633
 AA2633                          SUPERSEDED SURVEY CONTROL
 AA2633
 AA2633  ELLIP H (11/30/94)  131.21   (m)                       GP(       ) 4 1
 AA2633  NGVD 29 (11/30/94)  157.5    (m)          517.     (f) GPS OBS        
 AA2633
 AA2633.Superseded values are not recommended for survey control.
 AA2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2633.See file dsdata.txt to determine how the superseded data were derived.
 AA2633
 AA2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3177529083(NAD 83)
 AA2633_MARKER: DD = SURVEY DISK
 AA2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2633_SP_SET: CONCRETE POST
 AA2633_STAMPING: 3-40 1993
 AA2633_MARK LOGO: ALHD  
 AA2633_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2633+STABILITY: SURFACE MOTION
 AA2633_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2633+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2633
 AA2633  HISTORY     - Date     Condition        Report By
 AA2633  HISTORY     - 1993     MONUMENTED       ALHD
 AA2633
 AA2633                          STATION DESCRIPTION
 AA2633
 AA2633'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2633'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2633'OF BARBOUR COUNTY ROAD NO. 27, ABOUT 7.90 MI (12.71 KM)
 AA2633'NORTH-NORTHWEST OF LOUISVILLE AND ABOUT 9.25 MI (14.89 KM) WEST OF
 AA2633'CLAYTON. TO REACH THE STATION FROM THE JUNCTION OF ALA 51 AND ALA 239
 AA2633'(MILE POST 0.00 ON ALA 239 AND MILE POST 50.05 ON ALA 51) IN CLAYTON,
 AA2633'DRIVE WEST AND NORTHWEST ON ALA 239 FOR 6.45 MI (10.38 KM) TO MILE
 AA2633'POST 6.45 AND BARBOUR COUNTY ROAD NO. 44 ON THE LEFT, TURN LEFT ON
 AA2633'BARBOUR COUNTY ROAD NO. 44 AND DRIVE SOUTHWEST AND WEST FOR 3.00 MI
 AA2633'(4.83 KM) TO A CROSS ROAD WITH BARBOUR COUNTY ROAD NO. 27 LEFT AND
 AA2633'RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO. 27 AND DRIVE NORTHWEST
 AA2633'FOR 0.50 MI (0.80 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.8
 AA2633'FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED
 AA2633'WOOD POSTS, 35.0 FT (10.7 M) SOUTHWEST OF THE CENTER OF BARBOUR COUNTY
 AA2633'ROAD NO. 27, 131.8 FT (40.2 M) EAST OF A POWER POLE WITH ONE GUY WIRE,
 AA2633'3.2 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2633'WITH THE GROUND. STATION 3-39 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2633'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2634 ***********************************************************************
 AA2634  DESIGNATION -  3 41
 AA2634  PID         -  AA2634
 AA2634  STATE/COUNTY-  AL/BARBOUR
 AA2634  USGS QUAD   -  MOUNT ANDREW (1968)
 AA2634
 AA2634                         *CURRENT SURVEY CONTROL
 AA2634  ___________________________________________________________________
 AA2634* NAD 83(1992)-  31 55 59.04987(N)    085 33 22.51598(W)     ADJUSTED  
 AA2634* NAVD 88     -       184.2    (meters)     604.     (feet)  VERTCON   
 AA2634  ___________________________________________________________________
 AA2634  X           -     419,797.447 (meters)                     COMP
 AA2634  Y           -  -5,401,833.848 (meters)                     COMP
 AA2634  Z           -   3,354,218.651 (meters)                     COMP
 AA2634  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 AA2634  ELLIP HEIGHT-         157.78  (meters)          (07/29/02) GPS OBS
 AA2634  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AA2634
 AA2634  HORZ ORDER  -  FIRST
 AA2634  ELLP ORDER  -  FOURTH    CLASS I
 AA2634
 AA2634.The horizontal coordinates were established by GPS observations
 AA2634.and adjusted by the National Geodetic Survey in November 1994..
 AA2634
 AA2634.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2634.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2634
 AA2634.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2634
 AA2634.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2634
 AA2634.The ellipsoidal height was determined by GPS observations
 AA2634.and is referenced to NAD 83.
 AA2634
 AA2634.The geoid height was determined by GEOID03.
 AA2634
 AA2634;                    North         East     Units Scale Factor Converg.
 AA2634;SPC AL E     -   158,916.173   226,200.054   MT  0.99996846   +0 08 47.6
 AA2634;UTM  16      - 3,533,926.568   636,474.865   MT  0.99982970   +0 45 49.5
 AA2634
 AA2634!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2634!SPC AL E     -   0.99997523  x   0.99996846  =   0.99994369
 AA2634!UTM  16      -   0.99997523  x   0.99982970  =   0.99980493
 AA2634
 AA2634:                Primary Azimuth Mark                     Grid Az
 AA2634:SPC AL E     -  3 42                                     009 55 10.6
 AA2634:UTM  16      -  3 42                                     009 18 08.7
 AA2634
 AA2634|---------------------------------------------------------------------|
 AA2634| PID    Reference Object                     Distance      Geod. Az  |
 AA2634|                                                           dddmmss.s |
 AA2634| AA2635 3 42                                447.638 METERS 0100358.2 |
 AA2634|---------------------------------------------------------------------|
 AA2634
 AA2634                          SUPERSEDED SURVEY CONTROL
 AA2634
 AA2634  ELLIP H (11/30/94)  157.80   (m)                       GP(       ) 4 1
 AA2634  NGVD 29 (11/30/94)  184.2    (m)          604.     (f) GPS OBS        
 AA2634
 AA2634.Superseded values are not recommended for survey control.
 AA2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2634.See file dsdata.txt to determine how the superseded data were derived.
 AA2634
 AA2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3647533927(NAD 83)
 AA2634_MARKER: DD = SURVEY DISK
 AA2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2634_SP_SET: CONCRETE POST
 AA2634_STAMPING: 3-41 1993
 AA2634_MARK LOGO: ALHD  
 AA2634_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2634+STABILITY: SURFACE MOTION
 AA2634_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2634+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2634
 AA2634  HISTORY     - Date     Condition        Report By
 AA2634  HISTORY     - 1993     MONUMENTED       ALHD
 AA2634
 AA2634                          STATION DESCRIPTION
 AA2634
 AA2634'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2634'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE EAST RIGHT OF WAY OF
 AA2634'BARBOUR COUNTY ROAD NO. 25, ABOUT 7.20 MI (11.59 KM) WEST-NORTHWEST OF
 AA2634'CLAYTON AND ABOUT 10.25 MI (16.50 KM) NORTH OF LOUISVILLE. TO REACH
 AA2634'THE STATION FROM THE JUNCTION OF ALA 51 AND ALA 239 (MILE POST 0.00 ON
 AA2634'ALA 239 AND MILE POST 50.05 ON ALA 51) IN CLAYTON, DRIVE WEST AND
 AA2634'NORTHWEST ON ALA 239 FOR 6.90 MI (11.10 KM) TO MILE POST 6.90 AND
 AA2634'BARBOUR COUNTY ROAD NO. 25 ON THE RIGHT, TURN RIGHT ON BARBOUR COUNTY
 AA2634'ROAD NO. 25 AND DRIVE NORTHEAST FOR 2.30 MI (3.70 KM) TO THE STATION
 AA2634'ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE
 AA2634'WITH FOUR STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 39.0 FT (11.9 M)
 AA2634'EAST OF THE CENTER OF BARBOUR COUNTY ROAD NO. 25, 108.8 FT (33.2 M)
 AA2634'SOUTHEAST OF A POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 159.1 FT
 AA2634'(48.5 M) NORTH-NORTHEAST OF THE NORTHEAST CORNER OF A FOUR FOOT CHAIN
 AA2634'LINK FENCE AROUND A FRAME HOUSE WITH A BRICK FRONT ACROSS THE ROAD,
 AA2634'3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2634'THE GROUND. STATION 3-42 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2634'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2635 ***********************************************************************
 AA2635  DESIGNATION -  3 42
 AA2635  PID         -  AA2635
 AA2635  STATE/COUNTY-  AL/BARBOUR
 AA2635  USGS QUAD   -  MOUNT ANDREW (1968)
 AA2635
 AA2635                         *CURRENT SURVEY CONTROL
 AA2635  ___________________________________________________________________
 AA2635* NAD 83(1992)-  31 56 13.35911(N)    085 33 19.53720(W)     ADJUSTED  
 AA2635* NAVD 88     -       184.7    (meters)     606.     (feet)  VERTCON   
 AA2635  ___________________________________________________________________
 AA2635  X           -     419,857.428 (meters)                     COMP
 AA2635  Y           -  -5,401,595.817 (meters)                     COMP
 AA2635  Z           -   3,354,592.995 (meters)                     COMP
 AA2635  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AA2635  ELLIP HEIGHT-         158.34  (meters)          (07/29/02) GPS OBS
 AA2635  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 AA2635
 AA2635  HORZ ORDER  -  FIRST
 AA2635  ELLP ORDER  -  FOURTH    CLASS I
 AA2635
 AA2635.The horizontal coordinates were established by GPS observations
 AA2635.and adjusted by the National Geodetic Survey in November 1994..
 AA2635
 AA2635.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2635.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2635
 AA2635.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2635
 AA2635.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2635
 AA2635.The ellipsoidal height was determined by GPS observations
 AA2635.and is referenced to NAD 83.
 AA2635
 AA2635.The geoid height was determined by GEOID03.
 AA2635
 AA2635;                    North         East     Units Scale Factor Converg.
 AA2635;SPC AL E     -   159,357.106   226,277.165   MT  0.99996851   +0 08 49.2
 AA2635;UTM  16      - 3,534,368.244   636,547.211   MT  0.99982995   +0 45 51.4
 AA2635
 AA2635!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2635!SPC AL E     -   0.99997514  x   0.99996851  =   0.99994365
 AA2635!UTM  16      -   0.99997514  x   0.99982995  =   0.99980509
 AA2635
 AA2635:                Primary Azimuth Mark                     Grid Az
 AA2635:SPC AL E     -  3 41                                     189 55 10.6
 AA2635:UTM  16      -  3 41                                     189 18 08.4
 AA2635
 AA2635|---------------------------------------------------------------------|
 AA2635| PID    Reference Object                     Distance      Geod. Az  |
 AA2635|                                                           dddmmss.s |
 AA2635| AA2634 3 41                                447.638 METERS 1900359.8 |
 AA2635|---------------------------------------------------------------------|
 AA2635
 AA2635                          SUPERSEDED SURVEY CONTROL
 AA2635
 AA2635  ELLIP H (11/30/94)  158.35   (m)                       GP(       ) 4 1
 AA2635  NGVD 29 (11/30/94)  184.7    (m)          606.     (f) GPS OBS        
 AA2635
 AA2635.Superseded values are not recommended for survey control.
 AA2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2635.See file dsdata.txt to determine how the superseded data were derived.
 AA2635
 AA2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3654734368(NAD 83)
 AA2635_MARKER: DD = SURVEY DISK
 AA2635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2635_SP_SET: CONCRETE POST
 AA2635_STAMPING: 3-42 1993
 AA2635_MARK LOGO: ALHD  
 AA2635_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2635+STABILITY: SURFACE MOTION
 AA2635_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2635+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2635
 AA2635  HISTORY     - Date     Condition        Report By
 AA2635  HISTORY     - 1993     MONUMENTED       ALHD
 AA2635
 AA2635                          STATION DESCRIPTION
 AA2635
 AA2635'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2635'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 AA2635'BARBOUR COUNTY ROAD NO. 25, ABOUT 7.40 MI (11.91 KM) WEST-NORTHWEST OF
 AA2635'CLAYTON AND ABOUT 10.55 MI (16.98 KM) NORTH OF LOUISVILLE. TO REACH
 AA2635'THE STATION FROM THE JUNCTION OF ALA 51 AND ALA 239 (MILE POST 0.00 ON
 AA2635'ALA 239 AND MILE POST 50.05 ON ALA 51) IN CLAYTON, DRIVE WEST AND
 AA2635'NORTHWEST ON ALA 239 FOR 6.90 MI (11.10 KM) TO MILE POST 6.90 AND
 AA2635'BARBOUR COUNTY ROAD NO. 25 ON THE RIGHT, TURN RIGHT ON BARBOUR COUNTY
 AA2635'ROAD NO. 25 AND DRIVE NORTHEAST FOR 2.55 MI (4.10 KM) TO THE STATION
 AA2635'ON THE LEFT. THE STATION IS 39.0 FT (11.9 M) WEST-NORTHWEST OF THE
 AA2635'CENTER OF BARBOUR COUNTY ROAD NO. 25, 148.0 FT (45.1 M) SOUTH OF A
 AA2635'POWER POLE, 1.7 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 AA2635'SET FLUSH WITH THE GROUND. STATION 3-41 1993 MAY BE USED AS AN AZIMUTH
 AA2635'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2636 ***********************************************************************
 AA2636  DESIGNATION -  3 43
 AA2636  PID         -  AA2636
 AA2636  STATE/COUNTY-  AL/BARBOUR
 AA2636  USGS QUAD   -  CLAYTON NORTH (1979)
 AA2636
 AA2636                         *CURRENT SURVEY CONTROL
 AA2636  ___________________________________________________________________
 AA2636* NAD 83(1992)-  31 54 35.32762(N)    085 27 32.88234(W)     ADJUSTED  
 AA2636* NAVD 88     -       160.0    (meters)     525.     (feet)  VERTCON   
 AA2636  ___________________________________________________________________
 AA2636  X           -     429,059.675 (meters)                     COMP
 AA2636  Y           -  -5,402,453.461 (meters)                     COMP
 AA2636  Z           -   3,352,017.100 (meters)                     COMP
 AA2636  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AA2636  ELLIP HEIGHT-         133.75  (meters)          (07/29/02) GPS OBS
 AA2636  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AA2636
 AA2636  HORZ ORDER  -  FIRST
 AA2636  ELLP ORDER  -  FOURTH    CLASS I
 AA2636
 AA2636.The horizontal coordinates were established by GPS observations
 AA2636.and adjusted by the National Geodetic Survey in November 1994..
 AA2636
 AA2636.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2636.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2636
 AA2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2636
 AA2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2636
 AA2636.The ellipsoidal height was determined by GPS observations
 AA2636.and is referenced to NAD 83.
 AA2636
 AA2636.The geoid height was determined by GEOID03.
 AA2636
 AA2636;                    North         East     Units Scale Factor Converg.
 AA2636;SPC AL E     -   156,365.088   235,392.535   MT  0.99997544   +0 11 52.1
 AA2636;UTM  16      - 3,531,474.931   645,693.121   MT  0.99986178   +0 48 52.6
 AA2636
 AA2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2636!SPC AL E     -   0.99997900  x   0.99997544  =   0.99995444
 AA2636!UTM  16      -   0.99997900  x   0.99986178  =   0.99984078
 AA2636
 AA2636:                Primary Azimuth Mark                     Grid Az
 AA2636:SPC AL E     -  3 44                                     025 41 43.4
 AA2636:UTM  16      -  3 44                                     025 04 42.9
 AA2636
 AA2636|---------------------------------------------------------------------|
 AA2636| PID    Reference Object                     Distance      Geod. Az  |
 AA2636|                                                           dddmmss.s |
 AA2636| AA2637 3 44                                APPROX. 0.5 KM 0255335.5 |
 AA2636|---------------------------------------------------------------------|
 AA2636
 AA2636                          SUPERSEDED SURVEY CONTROL
 AA2636
 AA2636  ELLIP H (11/30/94)  133.76   (m)                       GP(       ) 4 1
 AA2636  NGVD 29 (11/30/94)  160.0    (m)          525.     (f) GPS OBS        
 AA2636
 AA2636.Superseded values are not recommended for survey control.
 AA2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2636.See file dsdata.txt to determine how the superseded data were derived.
 AA2636
 AA2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4569331475(NAD 83)
 AA2636_MARKER: DD = SURVEY DISK
 AA2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2636_SP_SET: CONCRETE POST
 AA2636_STAMPING: 3-43 1993
 AA2636_MARK LOGO: ALHD  
 AA2636_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2636+STABILITY: SURFACE MOTION
 AA2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2636+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2636
 AA2636  HISTORY     - Date     Condition        Report By
 AA2636  HISTORY     - 1993     MONUMENTED       ALHD
 AA2636
 AA2636                          STATION DESCRIPTION
 AA2636
 AA2636'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2636'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 AA2636'BARBOUR COUNTY ROAD NO. 49, ABOUT 2.30 MI (3.70 KM) NORTH OF CLAYTON
 AA2636'AND 18.45 MI (29.69 KM) WEST OF EUFAULA. TO REACH THE STATION FROM THE
 AA2636'JUNCTION OF ALA 51 AND ALA 239 (MILE POST 50.05 ON ALA 51 AND MILE
 AA2636'POST 0.00 ON ALA 239) IN CLAYTON, DRIVE NORTHWEST ON ALA 51 FOR 1.00
 AA2636'MI (1.61 KM) TO MILE POST 51.05 AND BARBOUR COUNTY ROAD NO. 49 ON THE
 AA2636'RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO. 49 AND DRIVE NORTHEAST
 AA2636'FOR 1.05 MI (1.69 KM) TO THE STATION ON THE LEFT. THE STATION IS 4.3
 AA2636'FT (1.3 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA2636'POSTS, 24.9 FT (7.6 M) EAST OF A TWO STRAND ELECTRIC FENCE ON METAL
 AA2636'POSTS, 39.0 FT (11.9 M) WEST OF THE CENTERLINE OF BARBOUR COUNTY ROAD
 AA2636'NO. 49, 62.1 FT (18.9 M) NORTHEAST OF A POWER POLE WITH ONE GUY WIRE,
 AA2636'107.9 FT (32.9 M) SOUTH OF A BURIED CABLE SIGN, 109.0 FT (33.2 M)
 AA2636'SOUTH OF A TEN-INCH WOOD POST IN THE FENCE LINE, 157.3 FT (47.9 M)
 AA2636'NORTH OF THE SOUTHEAST CORNER OF THE FENCE, 4.7 FT (1.4 M) EAST OF A
 AA2636'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 3-44
 AA2636'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2637 ***********************************************************************
 AA2637  DESIGNATION -  3 44
 AA2637  PID         -  AA2637
 AA2637  STATE/COUNTY-  AL/BARBOUR
 AA2637  USGS QUAD   -  CLAYTON NORTH (1979)
 AA2637
 AA2637                         *CURRENT SURVEY CONTROL
 AA2637  ___________________________________________________________________
 AA2637* NAD 83(1992)-  31 54 50.98506(N)    085 27 23.97154(W)     ADJUSTED  
 AA2637* NAVD 88     -       165.4    (meters)     543.     (feet)  VERTCON   
 AA2637  ___________________________________________________________________
 AA2637  X           -     429,273.235 (meters)                     COMP
 AA2637  Y           -  -5,402,185.366 (meters)                     COMP
 AA2637  Z           -   3,352,429.356 (meters)                     COMP
 AA2637  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AA2637  ELLIP HEIGHT-         139.17  (meters)          (07/29/02) GPS OBS
 AA2637  GEOID HEIGHT-         -26.26  (meters)                     GEOID03
 AA2637
 AA2637  HORZ ORDER  -  FIRST
 AA2637  ELLP ORDER  -  FOURTH    CLASS I
 AA2637
 AA2637.The horizontal coordinates were established by GPS observations
 AA2637.and adjusted by the National Geodetic Survey in November 1994..
 AA2637
 AA2637.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2637.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2637
 AA2637.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2637
 AA2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2637
 AA2637.The ellipsoidal height was determined by GPS observations
 AA2637.and is referenced to NAD 83.
 AA2637
 AA2637.The geoid height was determined by GEOID03.
 AA2637
 AA2637;                    North         East     Units Scale Factor Converg.
 AA2637;SPC AL E     -   156,848.156   235,624.972   MT  0.99997565   +0 11 56.9
 AA2637;UTM  16      - 3,531,960.418   645,920.318   MT  0.99986260   +0 48 57.7
 AA2637
 AA2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2637!SPC AL E     -   0.99997815  x   0.99997565  =   0.99995380
 AA2637!UTM  16      -   0.99997815  x   0.99986260  =   0.99984075
 AA2637
 AA2637:                Primary Azimuth Mark                     Grid Az
 AA2637:SPC AL E     -  3 43                                     205 41 43.3
 AA2637:UTM  16      -  3 43                                     205 04 42.5
 AA2637
 AA2637|---------------------------------------------------------------------|
 AA2637| PID    Reference Object                     Distance      Geod. Az  |
 AA2637|                                                           dddmmss.s |
 AA2637| AA2636 3 43                                APPROX. 0.5 KM 2055340.2 |
 AA2637|---------------------------------------------------------------------|
 AA2637
 AA2637                          SUPERSEDED SURVEY CONTROL
 AA2637
 AA2637  ELLIP H (11/30/94)  139.19   (m)                       GP(       ) 4 1
 AA2637  NGVD 29 (11/30/94)  165.4    (m)          543.     (f) GPS OBS        
 AA2637
 AA2637.Superseded values are not recommended for survey control.
 AA2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2637.See file dsdata.txt to determine how the superseded data were derived.
 AA2637
 AA2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4592031960(NAD 83)
 AA2637_MARKER: DD = SURVEY DISK
 AA2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2637_SP_SET: CONCRETE POST
 AA2637_STAMPING: 3-44 1993
 AA2637_MARK LOGO: ALHD  
 AA2637_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2637+STABILITY: SURFACE MOTION
 AA2637_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2637+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2637
 AA2637  HISTORY     - Date     Condition        Report By
 AA2637  HISTORY     - 1993     MONUMENTED       ALHD
 AA2637
 AA2637                          STATION DESCRIPTION
 AA2637
 AA2637'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2637'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE EAST RIGHT OF WAY OF
 AA2637'BARBOUR COUNTY ROAD NO. 49, ABOUT 2.50 MI (4.02 KM) NORTH OF CLAYTON
 AA2637'AND 18.35 MI (29.53 KM) WEST OF EUFAULA. TO REACH THE STATION FROM THE
 AA2637'JUNCTION OF ALA 51 AND ALA 239 (MILE POST 50.05 ON ALA 51 AND MILE
 AA2637'POST 0.00 ON ALA 239) IN CLAYTON, DRIVE NORTHWEST ON ALA 51 FOR 1.00
 AA2637'MI (1.61 KM) TO MILE POST 51.05 AND BARBOUR COUNTY ROAD NO. 49 ON THE
 AA2637'RIGHT, TURN RIGHT ON BARBOUR COUNTY ROAD NO. 49 AND DRIVE NORTHEAST
 AA2637'FOR 1.35 MI (2.17 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.7
 AA2637'FT (0.8 M) WEST OF A HOG WIRE FENCE WITH FOUR STRANDS OF BARBED WIRE
 AA2637'ON TREATED WOOD POSTS, 49.6 FT (15.1 M) EAST OF THE CENTERLINE OF
 AA2637'BARBOUR COUNTY ROAD NO. 49, 2.7 FT (0.8 M) WEST OF A CARSONITE WITNESS
 AA2637'POST, AND SET FLUSH WITH THE GROUND. STATION 3-43 1993 MAY BE USED AS
 AA2637'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2638 ***********************************************************************
 AA2638  DESIGNATION -  3 45
 AA2638  PID         -  AA2638
 AA2638  STATE/COUNTY-  AL/BARBOUR
 AA2638  USGS QUAD   -  COMER (1973)
 AA2638
 AA2638                         *CURRENT SURVEY CONTROL
 AA2638  ___________________________________________________________________
 AA2638* NAD 83(1992)-  32 00 19.21202(N)    085 25 18.01569(W)     ADJUSTED  
 AA2638* NAVD 88     -        97.7    (meters)     321.     (feet)  VERTCON   
 AA2638  ___________________________________________________________________
 AA2638  X           -     432,140.236 (meters)                     COMP
 AA2638  Y           -  -5,396,530.330 (meters)                     COMP
 AA2638  Z           -   3,360,971.023 (meters)                     COMP
 AA2638  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AA2638  ELLIP HEIGHT-          71.24  (meters)          (07/29/02) GPS OBS
 AA2638  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AA2638
 AA2638  HORZ ORDER  -  FIRST
 AA2638  ELLP ORDER  -  FOURTH    CLASS I
 AA2638
 AA2638.The horizontal coordinates were established by GPS observations
 AA2638.and adjusted by the National Geodetic Survey in November 1994..
 AA2638
 AA2638.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2638.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2638
 AA2638.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2638
 AA2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2638
 AA2638.The ellipsoidal height was determined by GPS observations
 AA2638.and is referenced to NAD 83.
 AA2638
 AA2638.The geoid height was determined by GEOID03.
 AA2638
 AA2638;                    North         East     Units Scale Factor Converg.
 AA2638;SPC AL E     -   166,969.849   238,895.604   MT  0.99997865   +0 13 05.5
 AA2638;UTM  16      - 3,542,115.677   649,081.298   MT  0.99987410   +0 50 12.0
 AA2638
 AA2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2638!SPC AL E     -   0.99998881  x   0.99997865  =   0.99996746
 AA2638!UTM  16      -   0.99998881  x   0.99987410  =   0.99986292
 AA2638
 AA2638:                Primary Azimuth Mark                     Grid Az
 AA2638:SPC AL E     -  3 46                                     095 42 29.1
 AA2638:UTM  16      -  3 46                                     095 05 22.6
 AA2638
 AA2638|---------------------------------------------------------------------|
 AA2638| PID    Reference Object                     Distance      Geod. Az  |
 AA2638|                                                           dddmmss.s |
 AA2638| AA2639 3 46                                437.715 METERS 0955534.6 |
 AA2638|---------------------------------------------------------------------|
 AA2638
 AA2638                          SUPERSEDED SURVEY CONTROL
 AA2638
 AA2638  ELLIP H (11/30/94)   71.25   (m)                       GP(       ) 4 1
 AA2638  NGVD 29 (11/30/94)   97.7    (m)          321.     (f) GPS OBS        
 AA2638
 AA2638.Superseded values are not recommended for survey control.
 AA2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2638.See file dsdata.txt to determine how the superseded data were derived.
 AA2638
 AA2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4908142116(NAD 83)
 AA2638_MARKER: DD = SURVEY DISK
 AA2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2638_SP_SET: CONCRETE POST
 AA2638_STAMPING: 3-45 1993
 AA2638_MARK LOGO: ALHD  
 AA2638_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2638+STABILITY: SURFACE MOTION
 AA2638_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2638+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2638
 AA2638  HISTORY     - Date     Condition        Report By
 AA2638  HISTORY     - 1993     MONUMENTED       ALHD
 AA2638
 AA2638                          STATION DESCRIPTION
 AA2638
 AA2638'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2638'THE STATION IS LOCATED IN BABROUR COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2638'BARBOUR COUNTY ROAD NO. 49, ABOUT 8.90 MI (14.32 KM) NORTH OF CLAYTON
 AA2638'AND ABOUT 18.00 MI (28.97 KM) WEST-NORTHWEST OF EUFAULA. TO REACH THE
 AA2638'STATION FROM THE JUNCTION OF U.S. 82 WEST AND U.S. 431 NORTH (MILE
 AA2638'POST 238.40 ON U.S. 82 AND MILE POST 71.65 ON U.S. 431) IN EUFAULA,
 AA2638'DRIVE NORTHWEST ON U.S. 82 FOR 16.75 MI (26.96 KM) TO MILE POST 221.65
 AA2638'AND BARBOUR COUNTY ROAD NO. 49 ON THE LEFT, TURN LEFT ON BARBOUR
 AA2638'COUNTY ROAD NO. 49 AND DRIVE SOUTHWEST AND WEST FOR 3.45 MI (5.55 KM)
 AA2638'TO THE STATION ON THE RIGHT. THE STATION IS 47.8 FT (14.6 M) NORTH OF
 AA2638'THE CENTERLINE OF BARBOUR COUNTY ROAD NO. 49, 77.0 FT (23.5 M)
 AA2638'NORTHEAST OF THE CENTER OF THE JUNCTION OF BARBOUR COUNTY ROAD NO. 49
 AA2638'AND A WOODS ROAD, 108.3 FT (33.0 M) EAST OF AN ALABAMA WILDLIFE
 AA2638'MANAGEMENT AREA SIGN, 131.2 FT (40.0 M) EAST OF A POWER POLE, 2.7 FT
 AA2638'(0.8 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2638'GROUND. STATION 3-46 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2639 ***********************************************************************
 AA2639  DESIGNATION -  3 46
 AA2639  PID         -  AA2639
 AA2639  STATE/COUNTY-  AL/BARBOUR
 AA2639  USGS QUAD   -  COMER (1973)
 AA2639
 AA2639                         *CURRENT SURVEY CONTROL
 AA2639  ___________________________________________________________________
 AA2639* NAD 83(1992)-  32 00 17.74449(N)    085 25 01.42787(W)     ADJUSTED  
 AA2639* NAVD 88     -        96.8    (meters)     318.     (feet)  VERTCON   
 AA2639  ___________________________________________________________________
 AA2639  X           -     432,576.083 (meters)                     COMP
 AA2639  Y           -  -5,396,518.756 (meters)                     COMP
 AA2639  Z           -   3,360,932.262 (meters)                     COMP
 AA2639  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AA2639  ELLIP HEIGHT-          70.43  (meters)          (07/29/02) GPS OBS
 AA2639  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AA2639
 AA2639  HORZ ORDER  -  FIRST
 AA2639  ELLP ORDER  -  FOURTH    CLASS I
 AA2639
 AA2639.The horizontal coordinates were established by GPS observations
 AA2639.and adjusted by the National Geodetic Survey in November 1994..
 AA2639
 AA2639.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2639.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2639
 AA2639.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2639
 AA2639.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2639
 AA2639.The ellipsoidal height was determined by GPS observations
 AA2639.and is referenced to NAD 83.
 AA2639
 AA2639.The geoid height was determined by GEOID03.
 AA2639
 AA2639;                    North         East     Units Scale Factor Converg.
 AA2639;SPC AL E     -   166,926.315   239,331.139   MT  0.99997907   +0 13 14.2
 AA2639;UTM  16      - 3,542,076.851   649,517.233   MT  0.99987570   +0 50 20.8
 AA2639
 AA2639!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2639!SPC AL E     -   0.99998894  x   0.99997907  =   0.99996801
 AA2639!UTM  16      -   0.99998894  x   0.99987570  =   0.99986464
 AA2639
 AA2639:                Primary Azimuth Mark                     Grid Az
 AA2639:SPC AL E     -  3 45                                     275 42 29.2
 AA2639:UTM  16      -  3 45                                     275 05 22.6
 AA2639
 AA2639|---------------------------------------------------------------------|
 AA2639| PID    Reference Object                     Distance      Geod. Az  |
 AA2639|                                                           dddmmss.s |
 AA2639| AA2638 3 45                                437.715 METERS 2755543.4 |
 AA2639|---------------------------------------------------------------------|
 AA2639
 AA2639                          SUPERSEDED SURVEY CONTROL
 AA2639
 AA2639  ELLIP H (11/30/94)   70.44   (m)                       GP(       ) 4 1
 AA2639  NGVD 29 (11/30/94)   96.8    (m)          318.     (f) GPS OBS        
 AA2639
 AA2639.Superseded values are not recommended for survey control.
 AA2639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2639.See file dsdata.txt to determine how the superseded data were derived.
 AA2639
 AA2639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4951742077(NAD 83)
 AA2639_MARKER: DD = SURVEY DISK
 AA2639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2639_SP_SET: CONCRETE POST
 AA2639_STAMPING: 3-46 1993
 AA2639_MARK LOGO: ALHD  
 AA2639_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2639+STABILITY: SURFACE MOTION
 AA2639_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2639+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2639
 AA2639  HISTORY     - Date     Condition        Report By
 AA2639  HISTORY     - 1993     MONUMENTED       ALHD
 AA2639
 AA2639                          STATION DESCRIPTION
 AA2639
 AA2639'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2639'THE STATION IS LOCATED IN BABROUR COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2639'BARBOUR COUNTY ROAD NO. 49, ABOUT 8.90 MI (14.32 KM) NORTH OF CLAYTON
 AA2639'AND ABOUT 17.70 MI (28.48 KM) WEST-NORTHWEST OF EUFAULA. TO REACH THE
 AA2639'STATION FROM THE JUNCTION OF U.S. 82 WEST AND U.S. 431 NORTH (MILE
 AA2639'POST 238.40 ON U.S. 82 AND MILE POST 71.65 ON U.S. 431) IN EUFAULA,
 AA2639'DRIVE NORTHWEST ON U.S. 82 FOR 16.75 MI (26.96 KM) TO MILE POST 221.65
 AA2639'AND BARBOUR COUNTY ROAD NO. 49 ON THE LEFT, TURN LEFT ON BARBOUR
 AA2639'COUNTY ROAD NO. 49 AND DRIVE SOUTHWEST AND WEST FOR 3.15 MI (5.07 KM)
 AA2639'TO THE STATION ON THE RIGHT. THE STATION IS 50.5 FT (15.4 M) NORTH OF
 AA2639'THE CENTERLINE OF BARBOUR COUNTY ROAD NO. 49, 198.7 FT (60.6 M)
 AA2639'NORTHWEST OF A POWER POLE ACROSS THE ROAD, 256.6 FT (78.2 M)
 AA2639'EAST-NORTHEAST OF A POWER POLE ACROSS THE ROAD, 1.6 FT (0.5 M) SOUTH
 AA2639'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2639'3-45 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2640 ***********************************************************************
 AA2640  DESIGNATION -  3 47
 AA2640  PID         -  AA2640
 AA2640  STATE/COUNTY-  AL/BARBOUR
 AA2640  USGS QUAD   -  WHITE OAK (1968)
 AA2640
 AA2640                         *CURRENT SURVEY CONTROL
 AA2640  ___________________________________________________________________
 AA2640* NAD 83(1992)-  31 57 27.05586(N)    085 20 25.13518(W)     ADJUSTED  
 AA2640* NAVD 88     -        98.7    (meters)     324.     (feet)  VERTCON   
 AA2640  ___________________________________________________________________
 AA2640  X           -     440,030.709 (meters)                     COMP
 AA2640  Y           -  -5,398,711.593 (meters)                     COMP
 AA2640  Z           -   3,356,473.731 (meters)                     COMP
 AA2640  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AA2640  ELLIP HEIGHT-          72.43  (meters)          (07/29/02) GPS OBS
 AA2640  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AA2640
 AA2640  HORZ ORDER  -  FIRST
 AA2640  ELLP ORDER  -  FOURTH    CLASS I
 AA2640
 AA2640.The horizontal coordinates were established by GPS observations
 AA2640.and adjusted by the National Geodetic Survey in September 1997..
 AA2640
 AA2640.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2640.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2640
 AA2640.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2640
 AA2640.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2640
 AA2640.The ellipsoidal height was determined by GPS observations
 AA2640.and is referenced to NAD 83.
 AA2640
 AA2640.The geoid height was determined by GEOID03.
 AA2640
 AA2640;                    North         East     Units Scale Factor Converg.
 AA2640;SPC AL E     -   161,699.419   246,606.679   MT  0.99998678   +0 15 39.4
 AA2640;UTM  16      - 3,536,929.224   656,848.050   MT  0.99990340   +0 52 43.1
 AA2640
 AA2640!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2640!SPC AL E     -   0.99998863  x   0.99998678  =   0.99997541
 AA2640!UTM  16      -   0.99998863  x   0.99990340  =   0.99989203
 AA2640
 AA2640:                Primary Azimuth Mark                     Grid Az
 AA2640:SPC AL E     -  3 48                                     056 48 10.1
 AA2640:UTM  16      -  3 48                                     056 11 06.4
 AA2640
 AA2640|---------------------------------------------------------------------|
 AA2640| PID    Reference Object                     Distance      Geod. Az  |
 AA2640|                                                           dddmmss.s |
 AA2640| AA2641 3 48                                455.628 METERS 0570349.5 |
 AA2640|---------------------------------------------------------------------|
 AA2640
 AA2640                          SUPERSEDED SURVEY CONTROL
 AA2640
 AA2640  NAD 83(1992)-  31 57 27.05583(N)    085 20 25.13559(W) AD(       ) 1
 AA2640  NGVD 29 (11/30/94)   98.8    (m)          324.     (f) GPS OBS        
 AA2640
 AA2640.Superseded values are not recommended for survey control.
 AA2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2640.See file dsdata.txt to determine how the superseded data were derived.
 AA2640
 AA2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5684836929(NAD 83)
 AA2640_MARKER: DD = SURVEY DISK
 AA2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2640_SP_SET: CONCRETE POST
 AA2640_STAMPING: 3-47 1993
 AA2640_MARK LOGO: ALHD  
 AA2640_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2640+STABILITY: SURFACE MOTION
 AA2640_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2640+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2640
 AA2640  HISTORY     - Date     Condition        Report By
 AA2640  HISTORY     - 1993     MONUMENTED       ALHD
 AA2640
 AA2640                          STATION DESCRIPTION
 AA2640
 AA2640'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2640'THE STATION IS LOCATED IN BAROUR COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2640'OF BARBOUR COUNTY ROAD NO. 79, ABOUT 8.40 MI (13.52 KM) NORTHEAST OF
 AA2640'CLAYTON AND ABOUT 12.35 MI (19.87 KM) NORTHWEST OF EUFAULA. TO REACH
 AA2640'THE STATION FROM THE JUNCTION OF U.S. 82 WEST AND U.S. 431 NORTH (MILE
 AA2640'POST 238.40 ON U.S. 82 AND MILE POST 71.65 ON U.S. 431) IN EUFAULA,
 AA2640'DRIVE NORTHWEST ON U.S. 82 FOR 12.25 MI (19.71 KM) TO MILE POST 226.15
 AA2640'AND BARBOUR COUNTY ROAD NO. 79 ON THE LEFT.  TURN LEFT ON BARBOUR
 AA2640'COUNTY ROAD NO. 79 AND DRIVE SOUTH AND SOUTHWEST FOR 5.15 MI (8.29 KM)
 AA2640'TO THE STATION ON THE RIGHT. THE STATION IS LOCATED ON TOP OF A FIVE
 AA2640'FOOT BACKSLOPE, 39.8 FT (12.1 M) NORTHWEST OF THE CENTERLINE OF
 AA2640'BARBOUR COUNTY ROAD NO. 79, 195.3 FT (59.5 M) SOUTHWEST OF POWER POLE
 AA2640'NO. 75, 1.7 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2640'FLUSH WITH THE GROUND. STATION 3-48 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2640'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2641 ***********************************************************************
 AA2641  DESIGNATION -  3 48
 AA2641  PID         -  AA2641
 AA2641  STATE/COUNTY-  AL/BARBOUR
 AA2641  USGS QUAD   -  WHITE OAK (1968)
 AA2641
 AA2641                         *CURRENT SURVEY CONTROL
 AA2641  ___________________________________________________________________
 AA2641* NAD 83(1992)-  31 57 35.09828(N)    085 20 10.57296(W)     ADJUSTED  
 AA2641* NAVD 88     -        92.9    (meters)     305.     (feet)  VERTCON   
 AA2641  ___________________________________________________________________
 AA2641  X           -     440,400.792 (meters)                     COMP
 AA2641  Y           -  -5,398,544.897 (meters)                     COMP
 AA2641  Z           -   3,356,680.820 (meters)                     COMP
 AA2641  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AA2641  ELLIP HEIGHT-          66.60  (meters)          (07/29/02) GPS OBS
 AA2641  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 AA2641
 AA2641  HORZ ORDER  -  FIRST
 AA2641  ELLP ORDER  -  FOURTH    CLASS I
 AA2641
 AA2641.The horizontal coordinates were established by GPS observations
 AA2641.and adjusted by the National Geodetic Survey in September 1997..
 AA2641
 AA2641.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2641.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2641
 AA2641.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2641
 AA2641.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2641
 AA2641.The ellipsoidal height was determined by GPS observations
 AA2641.and is referenced to NAD 83.
 AA2641
 AA2641.The geoid height was determined by GEOID03.
 AA2641
 AA2641;                    North         East     Units Scale Factor Converg.
 AA2641;SPC AL E     -   161,948.882   246,987.940   MT  0.99998722   +0 15 47.2
 AA2641;UTM  16      - 3,537,182.761   657,226.567   MT  0.99990487   +0 52 51.0
 AA2641
 AA2641!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2641!SPC AL E     -   0.99998954  x   0.99998722  =   0.99997676
 AA2641!UTM  16      -   0.99998954  x   0.99990487  =   0.99989441
 AA2641
 AA2641:                Primary Azimuth Mark                     Grid Az
 AA2641:SPC AL E     -  3 47                                     236 48 10.0
 AA2641:UTM  16      -  3 47                                     236 11 06.2
 AA2641
 AA2641|---------------------------------------------------------------------|
 AA2641| PID    Reference Object                     Distance      Geod. Az  |
 AA2641|                                                           dddmmss.s |
 AA2641| AA2640 3 47                                455.628 METERS 2370357.2 |
 AA2641|---------------------------------------------------------------------|
 AA2641
 AA2641                          SUPERSEDED SURVEY CONTROL
 AA2641
 AA2641  NAD 83(1992)-  31 57 35.09825(N)    085 20 10.57337(W) AD(       ) 1
 AA2641  ELLIP H (11/30/94)   66.61   (m)                       GP(       ) 4 1
 AA2641  NGVD 29 (11/30/94)   92.9    (m)          305.     (f) GPS OBS        
 AA2641
 AA2641.Superseded values are not recommended for survey control.
 AA2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2641.See file dsdata.txt to determine how the superseded data were derived.
 AA2641
 AA2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5722737183(NAD 83)
 AA2641_MARKER: DD = SURVEY DISK
 AA2641_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2641_SP_SET: CONCRETE POST
 AA2641_STAMPING: 3-48 1993
 AA2641_MARK LOGO: ALHD  
 AA2641_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2641_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2641+STABILITY: SURFACE MOTION
 AA2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2641+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2641
 AA2641  HISTORY     - Date     Condition        Report By
 AA2641  HISTORY     - 1993     MONUMENTED       ALHD
 AA2641
 AA2641                          STATION DESCRIPTION
 AA2641
 AA2641'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2641'THE STATION IS LOCATED IN BAROUR COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2641'OF BARBOUR COUNTY ROAD NO. 79, ABOUT 8.60 MI (13.84 KM) NORTHEAST OF
 AA2641'CLAYTON AND ABOUT 12.20 MI (19.63 KM) NORTHWEST OF EUFAULA. TO REACH
 AA2641'THE STATION FROM THE JUNCTION OF U.S. 82 WEST AND U.S. 431 NORTH (MILE
 AA2641'POST 238.40 ON U.S. 82 AND MILE POST 71.65 ON U.S. 431) IN EUFAULA,
 AA2641'DRIVE NORTHWEST ON U.S. 82 FOR 12.25 MI (19.71 KM) TO MILE POST 226.15
 AA2641'AND BARBOUR COUNTY ROAD NO. 79 ON THE LEFT.  TURN LEFT ON BARBOUR
 AA2641'COUNTY ROAD NO. 79 AND DRIVE SOUTH AND SOUTHWEST FOR 4.85 MI (7.81 KM)
 AA2641'TO THE STATION ON THE RIGHT. THE STATION IS 3.3 FT (1.0 M) SOUTHEAST
 AA2641'OF A HOG WIRE FENCE WITH FOUR STRANDS OF BARBED WIRE ON OLD TREATED
 AA2641'WOOD POSTS, 19.5 FT (5.9 M) EAST-NORTHEAST OF A TELEPHONE CABLE
 AA2641'PEDESTAL, 24.0 FT (7.3 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE
 AA2641'FENCE, 37.0 FT (11.3 M) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO.
 AA2641'P61, 66.4 FT (20.2 M) EAST-NORTHEAST OF A POWER POLE WITH ONE GUY
 AA2641'WIRE, 78.0 FT (23.8 M) SOUTHWEST OF THE CENTER OF A PAVED COUNTY ROAD
 AA2641'(MARY C. SMITH ROAD), 3.2 FT (1.0 M) SOUTHEAST OF A CARSONITE WITNESS
 AA2641'POST, AND SET FLUSH WITH THE GROUND. STATION 3-47 1993 MAY BE USED AS
 AA2641'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2642 ***********************************************************************
 AA2642  DESIGNATION -  3 49
 AA2642  PID         -  AA2642
 AA2642  STATE/COUNTY-  AL/BARBOUR
 AA2642  USGS QUAD   -  BATESVILLE (1973)
 AA2642
 AA2642                         *CURRENT SURVEY CONTROL
 AA2642  ___________________________________________________________________
 AA2642* NAD 83(1992)-  32 01 16.15189(N)    085 19 32.57269(W)     ADJUSTED  
 AA2642* NAVD 88     -        79.7    (meters)     261.     (feet)  VERTCON   
 AA2642  ___________________________________________________________________
 AA2642  X           -     441,100.482 (meters)                     COMP
 AA2642  Y           -  -5,394,857.174 (meters)                     COMP
 AA2642  Z           -   3,362,448.649 (meters)                     COMP
 AA2642  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AA2642  ELLIP HEIGHT-          53.26  (meters)          (07/29/02) GPS OBS
 AA2642  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AA2642
 AA2642  HORZ ORDER  -  FIRST
 AA2642  ELLP ORDER  -  FOURTH    CLASS I
 AA2642
 AA2642.The horizontal coordinates were established by GPS observations
 AA2642.and adjusted by the National Geodetic Survey in September 1997..
 AA2642
 AA2642.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2642.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2642
 AA2642.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2642
 AA2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2642
 AA2642.The ellipsoidal height was determined by GPS observations
 AA2642.and is referenced to NAD 83.
 AA2642
 AA2642.The geoid height was determined by GEOID03.
 AA2642
 AA2642;                    North         East     Units Scale Factor Converg.
 AA2642;SPC AL E     -   168,762.218   247,953.828   MT  0.99998835   +0 16 09.0
 AA2642;UTM  16      - 3,544,005.569   658,118.809   MT  0.99990834   +0 53 16.6
 AA2642
 AA2642!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2642!SPC AL E     -   0.99999164  x   0.99998835  =   0.99997999
 AA2642!UTM  16      -   0.99999164  x   0.99990834  =   0.99989998
 AA2642
 AA2642                          SUPERSEDED SURVEY CONTROL
 AA2642
 AA2642  NAD 83(1992)-  32 01 16.15194(N)    085 19 32.57320(W) AD(       ) 1
 AA2642  NGVD 29 (11/30/94)   79.7    (m)          261.     (f) GPS OBS        
 AA2642
 AA2642.Superseded values are not recommended for survey control.
 AA2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2642.See file dsdata.txt to determine how the superseded data were derived.
 AA2642
 AA2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5811944006(NAD 83)
 AA2642_MARKER: DD = SURVEY DISK
 AA2642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2642_SP_SET: CONCRETE POST
 AA2642_STAMPING: 3-49 1993
 AA2642_MARK LOGO: ALHD  
 AA2642_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2642+STABILITY: SURFACE MOTION
 AA2642_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2642+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2642
 AA2642  HISTORY     - Date     Condition        Report By
 AA2642  HISTORY     - 1993     MONUMENTED       ALHD
 AA2642
 AA2642                          STATION DESCRIPTION
 AA2642
 AA2642'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2642'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2642'OF U.S. 82, ABOUT 12.25 MI (19.71 KM) NORTHEAST OF CLAYTON AND ABOUT
 AA2642'13.70 MI (22.05 KM) NORTHWEST OF EUFAULA. TO REACH THE STATION FROM
 AA2642'THE JUNCTION OF U.S. 82 WEST AND U.S. 431 (MILEPOST 238.40 ON U.S. 82
 AA2642'AND MILEPOST 71.65 ON U.S. 431) IN EUFAULA, DRIVE NORTHWEST ON U.S. 82
 AA2642'FOR 13.30 MI (21.40 KM) TO MILEPOST 225.10 AND THE STATION ON THE
 AA2642'RIGHT IN FRONT OF AN ABANDONED GAS STATION. THE STATION IS 14.6 FT
 AA2642'(4.5 M) NORTH-NORTHWEST OF THE TOP OF THE WEST END OF A SIXTEEN-INCH
 AA2642'CONCRETE DRAINAGE PIPE, 39.7 FT (12.1 M) NORTH-NORTHEAST OF THE
 AA2642'CENTERLINE OF U.S. 82, 52.2 FT (15.9 M) NORTHWEST OF THE CENTER OF THE
 AA2642'WEST GRAVEL DRIVEWAY OF AN ABANDONED GAS STATION, 135.2 FT (41.2 M)
 AA2642'EAST-SOUTHEAST OF A TELEPHONE CABLE PEDESTAL NO.276, 152.8 FT (46.6 M)
 AA2642'WEST OF THE SOUTHWEST CORNER OF AN ABANDONED GAS STATION, 1.9 FT (0.6
 AA2642'M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2642'GROUND. STATION 3-50 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2369 ***********************************************************************
 CM2369  DESIGNATION -  3 5
 CM2369  PID         -  CM2369
 CM2369  STATE/COUNTY-  AL/BARBOUR
 CM2369  USGS QUAD   -  TWIN SPRINGS (1985)
 CM2369
 CM2369                         *CURRENT SURVEY CONTROL
 CM2369  ___________________________________________________________________
 CM2369* NAD 83(1992)-  32 00 57.62391(N)    085 07 01.36521(W)     ADJUSTED  
 CM2369* NAVD 88     -        95.8    (meters)     314.     (feet)  VERTCON   
 CM2369  ___________________________________________________________________
 CM2369  X           -     460,772.270 (meters)                     COMP
 CM2369  Y           -  -5,393,530.042 (meters)                     COMP
 CM2369  Z           -   3,361,973.314 (meters)                     COMP
 CM2369  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 CM2369  ELLIP HEIGHT-          69.39  (meters)          (07/29/02) GPS OBS
 CM2369  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CM2369
 CM2369  HORZ ORDER  -  FIRST
 CM2369  ELLP ORDER  -  FOURTH    CLASS I
 CM2369
 CM2369.The horizontal coordinates were established by GPS observations
 CM2369.and adjusted by the National Geodetic Survey in September 1997..
 CM2369
 CM2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2369
 CM2369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2369
 CM2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2369
 CM2369.The ellipsoidal height was determined by GPS observations
 CM2369.and is referenced to NAD 83.
 CM2369
 CM2369.The geoid height was determined by GEOID03.
 CM2369
 CM2369;                    North         East     Units Scale Factor Converg.
 CM2369;SPC AL E     -   168,303.166   267,670.561   MT  1.00001645   +0 22 47.1
 CM2369;UTM  16      - 3,543,759.485   677,838.300   MT  0.99999005   +0 59 54.7
 CM2369
 CM2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2369!SPC AL E     -   0.99998910  x   1.00001645  =   1.00000555
 CM2369!UTM  16      -   0.99998910  x   0.99999005  =   0.99997915
 CM2369
 CM2369:                Primary Azimuth Mark                     Grid Az
 CM2369:SPC AL E     -  3 4                                      174 58 05.2
 CM2369:UTM  16      -  3 4                                      174 20 57.6
 CM2369
 CM2369|---------------------------------------------------------------------|
 CM2369| PID    Reference Object                     Distance      Geod. Az  |
 CM2369|                                                           dddmmss.s |
 CM2369| CM2368 3 4                                 416.188 METERS 1752052.3 |
 CM2369|---------------------------------------------------------------------|
 CM2369
 CM2369                          SUPERSEDED SURVEY CONTROL
 CM2369
 CM2369  NAD 83(1992)-  32 00 57.62419(N)    085 07 01.36884(W) AD(       ) 1
 CM2369  ELLIP H (12/04/92)   69.34   (m)                       GP(       ) 4 1
 CM2369  NAD 83(1986)-  32 00 57.62743(N)    085 07 01.35048(W) AD(       ) 1
 CM2369  NGVD 29 (12/04/92)   95.8    (m)          314.     (f) GPS OBS        
 CM2369
 CM2369.Superseded values are not recommended for survey control.
 CM2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2369.See file dsdata.txt to determine how the superseded data were derived.
 CM2369
 CM2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7783843759(NAD 83)
 CM2369_MARKER: DD = SURVEY DISK
 CM2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2369_SP_SET: CONCRETE POST
 CM2369_STAMPING: 3 - 5 1989
 CM2369_MARK LOGO: ALHD  
 CM2369_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2369+STABILITY: SURFACE MOTION
 CM2369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2369+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CM2369
 CM2369  HISTORY     - Date     Condition        Report By
 CM2369  HISTORY     - 1989     MONUMENTED       ALHD
 CM2369
 CM2369                          STATION DESCRIPTION
 CM2369
 CM2369'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2369'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE EAST RIGHT OF WAY OF
 CM2369'U.S. HIGHWAY 431, ABOUT 14.81 KM (9.20 MI) NORTH OF EUFAULA AND ABOUT
 CM2369'21.00 KM (13.05 MI) SOUTH OF PITTSVIEW.
 CM2369'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 EAST AND
 CM2369'U.S. HIGHWAY 431 AT THE CONFEDERATE MONUMENT IN EUFAULA, GO NORTH ON
 CM2369'U.S. 431 FOR 14.81 KM (9.20 MI) TO MILE POST 79.45, AN ABANDONED WHITE
 CM2369'BRICK BUILDING ON THE RIGHT, A DIRT DRIVEWAY TO THE RIGHT, AND THE
 CM2369'STATION ON THE RIGHT.
 CM2369'THE STATION IS 14.33 M (47.0 FT) EAST - NORTHEAST OF THE CENTERLINE OF
 CM2369'U.S. 431, 9.75 M (32.0 FT) SOUTH - SOUTHEAST OF THE CENTER OF A DIRT
 CM2369'DRIVEWAY, 27.49 M (90.2 FT) SOUTH OF A POWER POLE, 27.43 M (90.0 FT)
 CM2369'SOUTH OF A FENCE CORNER, 15.08 M (49.5 FT) SOUTH OF POST NO.777, 21.46
 CM2369'M (70.4 FT) SOUTH OF A GAS REGULATOR, 11.92 M (39.1 FT) WEST OF THE
 CM2369'NORTHWEST CORNER OF AN ABANDONED WHITE BRICK BUILDING, 44.62 M
 CM2369'(146.4 FT) NORTH - NORTHWEST OF A YELLOW CONCRETE GAS LINE MARKER,
 CM2369'1.10 M (3.6 FT) WEST OF A CARSONITE WITNESS POST, 0.30 M WEST OF A 5/8
 CM2369'INCH REBAR DRIVEN FLUSH WITH THE GROUND, AND SET FLUSH WITH THE
 CM2369'GROUND.
 CM2369'STATION 3 - 4 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2643 ***********************************************************************
 AA2643  DESIGNATION -  3 50
 AA2643  PID         -  AA2643
 AA2643  STATE/COUNTY-  AL/BARBOUR
 AA2643  USGS QUAD   -  BATESVILLE (1973)
 AA2643
 AA2643                         *CURRENT SURVEY CONTROL
 AA2643  ___________________________________________________________________
 AA2643* NAD 83(1992)-  32 01 05.10525(N)    085 19 05.30144(W)     ADJUSTED  
 AA2643* NAVD 88     -        76.7    (meters)     252.     (feet)  VERTCON   
 AA2643  ___________________________________________________________________
 AA2643  X           -     441,828.280 (meters)                     COMP
 AA2643  Y           -  -5,394,976.121 (meters)                     COMP
 AA2643  Z           -   3,362,158.588 (meters)                     COMP
 AA2643  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AA2643  ELLIP HEIGHT-          50.31  (meters)          (07/29/02) GPS OBS
 AA2643  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AA2643
 AA2643  HORZ ORDER  -  FIRST
 AA2643  ELLP ORDER  -  FOURTH    CLASS I
 AA2643
 AA2643.The horizontal coordinates were established by GPS observations
 AA2643.and adjusted by the National Geodetic Survey in September 1997..
 AA2643
 AA2643.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2643
 AA2643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2643
 AA2643.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2643
 AA2643.The ellipsoidal height was determined by GPS observations
 AA2643.and is referenced to NAD 83.
 AA2643
 AA2643.The geoid height was determined by GEOID03.
 AA2643
 AA2643;                    North         East     Units Scale Factor Converg.
 AA2643;SPC AL E     -   168,425.354   248,671.089   MT  0.99998920   +0 16 23.4
 AA2643;UTM  16      - 3,543,676.497   658,839.608   MT  0.99991115   +0 53 30.8
 AA2643
 AA2643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2643!SPC AL E     -   0.99999210  x   0.99998920  =   0.99998130
 AA2643!UTM  16      -   0.99999210  x   0.99991115  =   0.99990325
 AA2643
 AA2643                          SUPERSEDED SURVEY CONTROL
 AA2643
 AA2643  NAD 83(1992)-  32 01 05.10529(N)    085 19 05.30194(W) AD(       ) 1
 AA2643  ELLIP H (11/30/94)   50.32   (m)                       GP(       ) 4 1
 AA2643  NGVD 29 (11/30/94)   76.7    (m)          252.     (f) GPS OBS        
 AA2643
 AA2643.Superseded values are not recommended for survey control.
 AA2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2643.See file dsdata.txt to determine how the superseded data were derived.
 AA2643
 AA2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5884043676(NAD 83)
 AA2643_MARKER: DD = SURVEY DISK
 AA2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2643_SP_SET: CONCRETE POST
 AA2643_STAMPING: 3-50 1993
 AA2643_MARK LOGO: ALHD  
 AA2643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2643+STABILITY: SURFACE MOTION
 AA2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2643+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2643
 AA2643  HISTORY     - Date     Condition        Report By
 AA2643  HISTORY     - 1993     MONUMENTED       ALHD
 AA2643
 AA2643                          STATION DESCRIPTION
 AA2643
 AA2643'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2643'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2643'OF U.S. 82, ABOUT 12.30 MI (19.79 KM) NORTHEAST OF CLAYTON AND ABOUT
 AA2643'13.20 MI (21.24 KM) NORTHWEST OF EUFAULA. TO REACH THE STATION FROM
 AA2643'THE JUNCTION OF U.S. 82 WEST AND U.S. 431 (MILEPOST 238.40 ON U.S. 82
 AA2643'AND MILEPOST 71.65 ON U.S. 431) IN EUFAULA, DRIVE NORTHWEST ON U.S. 82
 AA2643'FOR 12.80 MI (20.60 KM) TO MILEPOST 225.60 AND THE STATION ON THE
 AA2643'LEFT. THE STATION IS 3.2 FT (1.0 M) NORTH-NORTHEAST OF A HOG WIRE
 AA2643'FENCE WITH THREE STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 4.3 FT
 AA2643'(1.3 M) NORTHEAST OF THE WEST END OF A HOG WIRE FENCE WITH THREE
 AA2643'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 40.1 FT (12.2 M)
 AA2643'SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S. 82, 156.2 FT (47.6 M) WEST
 AA2643'OF A SILVER MAILBOX ON AN EIGHT-INCH WOOD POST, 162.2 FT (49.4 M)
 AA2643'EAST-SOUTHEAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE, 3.2 FT (1.0
 AA2643'M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2643'STATION 3-49 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2644 ***********************************************************************
 AA2644  DESIGNATION -  3 51
 AA2644  PID         -  AA2644
 AA2644  STATE/COUNTY-  AL/BARBOUR
 AA2644  USGS QUAD   -  EUFAULA NORTH (1968)
 AA2644
 AA2644                         *CURRENT SURVEY CONTROL
 AA2644  ___________________________________________________________________
 AA2644* NAD 83(1992)-  31 52 35.77840(N)    085 13 47.50167(W)     ADJUSTED  
 AA2644* NAVD 88     -       120.4    (meters)     395.     (feet)  VERTCON   
 AA2644  ___________________________________________________________________
 AA2644  X           -     450,833.411 (meters)                     COMP
 AA2644  Y           -  -5,402,598.643 (meters)                     COMP
 AA2644  Z           -   3,348,869.777 (meters)                     COMP
 AA2644  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AA2644  ELLIP HEIGHT-          94.22  (meters)          (07/29/02) GPS OBS
 AA2644  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AA2644
 AA2644  HORZ ORDER  -  FIRST
 AA2644  ELLP ORDER  -  FOURTH    CLASS I
 AA2644
 AA2644.The horizontal coordinates were established by GPS observations
 AA2644.and adjusted by the National Geodetic Survey in November 1994..
 AA2644
 AA2644.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2644.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2644
 AA2644.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2644
 AA2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2644
 AA2644.The ellipsoidal height was determined by GPS observations
 AA2644.and is referenced to NAD 83.
 AA2644
 AA2644.The geoid height was determined by GEOID03.
 AA2644
 AA2644;                    North         East     Units Scale Factor Converg.
 AA2644;SPC AL E     -   152,780.663   257,098.366   MT  1.00000019   +0 19 07.3
 AA2644;UTM  16      - 3,528,124.570   667,434.440   MT  0.99994575   +0 56 06.0
 AA2644
 AA2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2644!SPC AL E     -   0.99998521  x   1.00000019  =   0.99998540
 AA2644!UTM  16      -   0.99998521  x   0.99994575  =   0.99993096
 AA2644
 AA2644:                Primary Azimuth Mark                     Grid Az
 AA2644:SPC AL E     -  3 52                                     092 07 12.8
 AA2644:UTM  16      -  3 52                                     091 30 14.1
 AA2644
 AA2644|---------------------------------------------------------------------|
 AA2644| PID    Reference Object                     Distance      Geod. Az  |
 AA2644|                                                           dddmmss.s |
 AA2644| AA2645 3 52                                423.820 METERS 0922620.1 |
 AA2644|---------------------------------------------------------------------|
 AA2644
 AA2644                          SUPERSEDED SURVEY CONTROL
 AA2644
 AA2644  NGVD 29 (11/30/94)  120.5    (m)          395.     (f) GPS OBS        
 AA2644
 AA2644.Superseded values are not recommended for survey control.
 AA2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2644.See file dsdata.txt to determine how the superseded data were derived.
 AA2644
 AA2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6743428125(NAD 83)
 AA2644_MARKER: DD = SURVEY DISK
 AA2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2644_SP_SET: CONCRETE POST
 AA2644_STAMPING: 3-51 1993
 AA2644_MARK LOGO: ALHD  
 AA2644_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2644+STABILITY: SURFACE MOTION
 AA2644_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2644+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2644
 AA2644  HISTORY     - Date     Condition        Report By
 AA2644  HISTORY     - 1993     MONUMENTED       ALHD
 AA2644
 AA2644                          STATION DESCRIPTION
 AA2644
 AA2644'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2644'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2644'ALA 30, ABOUT 5.10 MI (8.21 KM) WEST OF EUFAULA AND ABOUT 12.80 MI
 AA2644'(20.60 KM) EAST OF CLAYTON. TO REACH THE STATION FROM THE JUNCTION OF
 AA2644'ALA 30 WEST AND U.S. 431 (MILE POST 67.40 ON U.S. 431 AND MILE POST
 AA2644'18.95 ON ALA 30) AT A TRAFFIC LIGHT IN EUFAULA, DRIVE WEST ON ALA 30
 AA2644'FOR 4.05 MI (6.52 KM) TO MILE POST 14.90 AND THE STATION ON THE LEFT
 AA2644'IN FRONT OF A CREAM COLORED DOUBLE WIDE MOBILE HOME WITH A BROWN
 AA2644'SHINGLE ROOF. THE STATION IS 5.3 FT (1.6 M) NORTH OF A FIVE FT CHICKEN
 AA2644'WIRE FENCE ON STEEL POSTS, 37.4 FT (11.4 M) EAST-SOUTHEAST OF A
 AA2644'CONCRETE WATER METER BOX FLUSH WITH THE GROUND, 55.2 FT (16.8 M) SOUTH
 AA2644'OF THE CENTERLINE OF ALA 30, 75.9 FT (23.1 M) EAST OF THE EAST POST OF
 AA2644'A FOUR FOOT CHAIN LINK GATE ON THE CHICKEN WIRE FENCE, 77.1 FT (23.5
 AA2644'M) WEST OF A TELEPHONE CABLE PEDESTAL NO 206-1, 76.6 FT (23.3 M) SOUTH
 AA2644'OF AN ALA 30 WEST SIGN, 5.3 FT (1.6 M) NORTH OF A CARSONITE WITNESS
 AA2644'POST, AND SET FLUSH WITH THE GROUND. STATION 3-52 1993 MAY BE USED AS
 AA2644'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2645 ***********************************************************************
 AA2645  DESIGNATION -  3 52
 AA2645  PID         -  AA2645
 AA2645  STATE/COUNTY-  AL/BARBOUR
 AA2645  USGS QUAD   -  EUFAULA NORTH (1968)
 AA2645
 AA2645                         *CURRENT SURVEY CONTROL
 AA2645  ___________________________________________________________________
 AA2645* NAD 83(1992)-  31 52 35.19258(N)    085 13 31.39117(W)     ADJUSTED  
 AA2645* NAVD 88     -       114.3    (meters)     375.     (feet)  VERTCON   
 AA2645  ___________________________________________________________________
 AA2645  X           -     451,255.744 (meters)                     COMP
 AA2645  Y           -  -5,402,567.714 (meters)                     COMP
 AA2645  Z           -   3,348,851.211 (meters)                     COMP
 AA2645  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AA2645  ELLIP HEIGHT-          88.08  (meters)          (07/29/02) GPS OBS
 AA2645  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AA2645
 AA2645  HORZ ORDER  -  FIRST
 AA2645  ELLP ORDER  -  FOURTH    CLASS I
 AA2645
 AA2645.The horizontal coordinates were established by GPS observations
 AA2645.and adjusted by the National Geodetic Survey in November 1994..
 AA2645
 AA2645.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2645.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2645
 AA2645.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2645
 AA2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2645
 AA2645.The ellipsoidal height was determined by GPS observations
 AA2645.and is referenced to NAD 83.
 AA2645
 AA2645.The geoid height was determined by GEOID03.
 AA2645
 AA2645;                    North         East     Units Scale Factor Converg.
 AA2645;SPC AL E     -   152,764.983   257,521.896   MT  1.00000079   +0 19 15.8
 AA2645;UTM  16      - 3,528,113.447   667,858.091   MT  0.99994750   +0 56 14.5
 AA2645
 AA2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2645!SPC AL E     -   0.99998617  x   1.00000079  =   0.99998696
 AA2645!UTM  16      -   0.99998617  x   0.99994750  =   0.99993367
 AA2645
 AA2645:                Primary Azimuth Mark                     Grid Az
 AA2645:SPC AL E     -  3 51                                     272 07 12.8
 AA2645:UTM  16      -  3 51                                     271 30 14.1
 AA2645
 AA2645|---------------------------------------------------------------------|
 AA2645| PID    Reference Object                     Distance      Geod. Az  |
 AA2645|                                                           dddmmss.s |
 AA2645| AA2644 3 51                                423.820 METERS 2722628.6 |
 AA2645|---------------------------------------------------------------------|
 AA2645
 AA2645                          SUPERSEDED SURVEY CONTROL
 AA2645
 AA2645  NGVD 29 (11/30/94)  114.3    (m)          375.     (f) GPS OBS        
 AA2645
 AA2645.Superseded values are not recommended for survey control.
 AA2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2645.See file dsdata.txt to determine how the superseded data were derived.
 AA2645
 AA2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6785828113(NAD 83)
 AA2645_MARKER: DD = SURVEY DISK
 AA2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2645_SP_SET: CONCRETE POST
 AA2645_STAMPING: 3-52 1993
 AA2645_MARK LOGO: ALHD  
 AA2645_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2645+STABILITY: SURFACE MOTION
 AA2645_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2645+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2645
 AA2645  HISTORY     - Date     Condition        Report By
 AA2645  HISTORY     - 1993     MONUMENTED       ALHD
 AA2645
 AA2645                          STATION DESCRIPTION
 AA2645
 AA2645'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2645'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2645'ALA 30, ABOUT 4.80 MI (7.72 KM) WEST OF EUFAULA AND ABOUT 13.10 MI
 AA2645'(21.08 KM) EAST OF CLAYTON. TO REACH THE STATION FROM THE JUNCTION OF
 AA2645'ALA 30 WEST AND U.S. 431 (MILE POST 67.40 ON U.S. 431 AND MILE POST
 AA2645'18.95 ON ALA 30) AT A TRAFFIC LIGHT IN EUFAULA, DRIVE WEST ON ALA 30
 AA2645'FOR 3.80 MI (6.12 KM) TO MILE POST 15.15 AND THE STATION ON THE RIGHT
 AA2645'IN FRONT OF THE HIGHWAY DEPARTMENT DISTRICT 76 OFFICE. THE STATION IS
 AA2645'53.4 FT (16.3 M) NORTH OF THE CENTERLINE OF ALA 30, 62.4 FT (19.0 M)
 AA2645'NORTHWEST OF A GRAPHIC SIDE ROAD SIGN, 77.8 FT (23.7 M) NORTH OF A
 AA2645'STOP SIGN, 93.0 FT (28.3 M) NORTH-NORTHEAST OF A STATE OF ALABAMA
 AA2645'HIGHWAY DEPARTMENT SIGN, 111.7 FT (34.0 M) NORTH OF THE EAST OF TWO
 AA2645'GREEN METAL GATE POSTS AT THE HIGHWAY DEPARTMENT, 2.2 FT (0.7 M) SOUTH
 AA2645'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2645'3-51 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2646 ***********************************************************************
 AA2646  DESIGNATION -  3 53
 AA2646  PID         -  AA2646
 AA2646  STATE/COUNTY-  AL/BARBOUR
 AA2646  USGS QUAD   -  EUFAULA SOUTH (1981)
 AA2646
 AA2646                         *CURRENT SURVEY CONTROL
 AA2646  ___________________________________________________________________
 AA2646* NAD 83(1992)-  31 50 22.64368(N)    085 10 00.02404(W)     ADJUSTED  
 AA2646* NAVD 88     -        77.9    (meters)     256.     (feet)  VERTCON   
 AA2646  ___________________________________________________________________
 AA2646  X           -     456,970.679 (meters)                     COMP
 AA2646  Y           -  -5,404,218.910 (meters)                     COMP
 AA2646  Z           -   3,345,364.314 (meters)                     COMP
 AA2646  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AA2646  ELLIP HEIGHT-          51.68  (meters)          (07/29/02) GPS OBS
 AA2646  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AA2646
 AA2646  HORZ ORDER  -  FIRST
 AA2646  ELLP ORDER  -  FOURTH    CLASS I
 AA2646
 AA2646.The horizontal coordinates were established by GPS observations
 AA2646.and adjusted by the National Geodetic Survey in November 1994..
 AA2646
 AA2646.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2646.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2646
 AA2646.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2646
 AA2646.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2646
 AA2646.The ellipsoidal height was determined by GPS observations
 AA2646.and is referenced to NAD 83.
 AA2646
 AA2646.The geoid height was determined by GEOID03.
 AA2646
 AA2646;                    North         East     Units Scale Factor Converg.
 AA2646;SPC AL E     -   148,714.991   263,102.313   MT  1.00000909   +0 21 06.1
 AA2646;UTM  16      - 3,524,123.867   673,481.471   MT  0.99997118   +0 58 02.6
 AA2646
 AA2646!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2646!SPC AL E     -   0.99999189  x   1.00000909  =   1.00000098
 AA2646!UTM  16      -   0.99999189  x   0.99997118  =   0.99996307
 AA2646
 AA2646                          SUPERSEDED SURVEY CONTROL
 AA2646
 AA2646  ELLIP H (11/30/94)   51.69   (m)                       GP(       ) 4 1
 AA2646  NGVD 29 (11/30/94)   78.0    (m)          256.     (f) GPS OBS        
 AA2646
 AA2646.Superseded values are not recommended for survey control.
 AA2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2646.See file dsdata.txt to determine how the superseded data were derived.
 AA2646
 AA2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7348124124(NAD 83)
 AA2646_MARKER: DD = SURVEY DISK
 AA2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2646_SP_SET: CONCRETE POST
 AA2646_STAMPING: 3-53 1993
 AA2646_MARK LOGO: ALHD  
 AA2646_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2646+STABILITY: SURFACE MOTION
 AA2646_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2646+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2646
 AA2646  HISTORY     - Date     Condition        Report By
 AA2646  HISTORY     - 1993     MONUMENTED       ALHD
 AA2646
 AA2646                          STATION DESCRIPTION
 AA2646
 AA2646'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2646'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 AA2646'U.S. 431, ABOUT 3.90 MI (6.28 KM) SOUTH OF EUFAULA AND ABOUT 16.80 MI
 AA2646'(27.04 KM) EAST OF CLAYTON. TO REACH THE STATION FROM THE JUNCTION OF
 AA2646'ALA 30 WEST AND U.S. 431 (MILE POST 18.95 ON ALA 30 AND MILE POST
 AA2646'67.40 ON U.S. 431) AT A TRAFFIC LIGHT IN EUFAULA, DRIVE SOUTH ON U.S.
 AA2646'431 FOR 1.25 MI (2.01 KM) TO MILE POST 66.20 AND THE STATION ON THE
 AA2646'RIGHT. THE STATION IS 2.8 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH
 AA2646'THREE STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 59.5 FT (18.1 M)
 AA2646'WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 431, 89.8 FT
 AA2646'(27.4 M) NORTH OF TELEPHONE CABLE POLE NO 110, 97.0 FT (29.6 M)
 AA2646'SOUTH-SOUTHEAST OF THE EAST END OF A BILLBOARD WITH GOLDEN CORRAL ON
 AA2646'THE SOUTH SIDE AND A COUNTRY STORE ON THE NORTH SIDE, 135.0 FT (41.1
 AA2646'M) SOUTH OF TELEPHONE CABLE POLE NO 19.5, APPROXIMATELY 300 FT (91.4
 AA2646'M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF SPARKS STATE TECHNICAL
 AA2646'COLLEGE, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2646'FLUSH WITH THE GROUND. STATION 3-54 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2646'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2647 ***********************************************************************
 AA2647  DESIGNATION -  3 54
 AA2647  PID         -  AA2647
 AA2647  STATE/COUNTY-  AL/BARBOUR
 AA2647  USGS QUAD   -  EUFAULA SOUTH (1981)
 AA2647
 AA2647                         *CURRENT SURVEY CONTROL
 AA2647  ___________________________________________________________________
 AA2647* NAD 83(1992)-  31 50 44.46482(N)    085 10 04.06957(W)     ADJUSTED  
 AA2647* NAVD 88     -        79.5    (meters)     261.     (feet)  VERTCON   
 AA2647  ___________________________________________________________________
 AA2647  X           -     456,834.925 (meters)                     COMP
 AA2647  Y           -  -5,403,875.850 (meters)                     COMP
 AA2647  Z           -   3,345,936.104 (meters)                     COMP
 AA2647  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA2647  ELLIP HEIGHT-          53.24  (meters)          (07/29/02) GPS OBS
 AA2647  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 AA2647
 AA2647  HORZ ORDER  -  FIRST
 AA2647  ELLP ORDER  -  FOURTH    CLASS I
 AA2647
 AA2647.The horizontal coordinates were established by GPS observations
 AA2647.and adjusted by the National Geodetic Survey in November 1994..
 AA2647
 AA2647.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2647.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2647
 AA2647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2647
 AA2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2647
 AA2647.The ellipsoidal height was determined by GPS observations
 AA2647.and is referenced to NAD 83.
 AA2647
 AA2647.The geoid height was determined by GEOID03.
 AA2647
 AA2647;                    North         East     Units Scale Factor Converg.
 AA2647;SPC AL E     -   149,386.447   262,991.823   MT  1.00000892   +0 21 04.2
 AA2647;UTM  16      - 3,524,794.072   673,363.776   MT  0.99997068   +0 58 01.1
 AA2647
 AA2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2647!SPC AL E     -   0.99999164  x   1.00000892  =   1.00000056
 AA2647!UTM  16      -   0.99999164  x   0.99997068  =   0.99996232
 AA2647
 AA2647                          SUPERSEDED SURVEY CONTROL
 AA2647
 AA2647  NGVD 29 (11/30/94)   79.5    (m)          261.     (f) GPS OBS        
 AA2647
 AA2647.Superseded values are not recommended for survey control.
 AA2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2647.See file dsdata.txt to determine how the superseded data were derived.
 AA2647
 AA2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7336424794(NAD 83)
 AA2647_MARKER: DD = SURVEY DISK
 AA2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2647_SP_SET: CONCRETE POST
 AA2647_STAMPING: 3-54 1993
 AA2647_MARK LOGO: ALHD  
 AA2647_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2647+STABILITY: SURFACE MOTION
 AA2647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2647+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2647
 AA2647  HISTORY     - Date     Condition        Report By
 AA2647  HISTORY     - 1993     MONUMENTED       ALHD
 AA2647
 AA2647                          STATION DESCRIPTION
 AA2647
 AA2647'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2647'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 AA2647'U.S. 431, ABOUT 3.50 MI (5.63 KM) SOUTH OF EUFAULA AND ABOUT 16.65 MI
 AA2647'(26.79 KM) EAST OF CLAYTON. TO REACH THE STATION FROM THE JUNCTION OF
 AA2647'ALA 30 WEST AND U.S. 431 (MILE POST 18.95 ON ALA 30 AND MILE POST
 AA2647'67.40 ON U.S. 431) AT A TRAFFIC LIGHT IN EUFAULA, DRIVE SOUTH ON U.S.
 AA2647'431 FOR 0.85 MI (1.37 KM) TO MILE POST 66.55 AND THE STATION ON THE
 AA2647'RIGHT. THE STATION IS LOCATED IN FRONT OF T N S MILLS, INC. LAKESIDE
 AA2647'PLANT, 47.0 FT (14.3 M) SOUTH OF A CONCRETE RIGHT OF WAY MARKER, 51.7
 AA2647'FT (15.8 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A LARGE
 AA2647'CONCRETE WATER VALVE BOX, 61.4 FT (18.7 M) WEST OF THE CENTERLINE OF
 AA2647'THE SOUTHBOUND LANES OF U.S. 431, 62.5 FT (19.1 M) SOUTH-SOUTHEAST OF
 AA2647'A FIRE HOSE HOOKUP, 63.5 FT (19.4 M) SOUTH OF A FIRE HYDRANT, 69.9 FT
 AA2647'(21.3 M) SOUTH OF A POWER AND CABLE POLE, 70.2 FT (21.4 M) SOUTH OF
 AA2647'TELEPHONE CABLE PEDESTAL NO P 21 1, 75.6 FT (23.0 M) NORTH OF A ROUND,
 AA2647'BLACK TELEPHONE CABLE PEDESTAL NO P 22 1, 93.0 FT (28.3 M) SOUTH OF
 AA2647'THE SOUTHEAST CORNER OF A LARGE CONCRETE WATER VALVE BOX, 93.3 FT
 AA2647'(28.4 M) SOUTH OF THE SOUTHWEST CORNER OF A LARGE CONCRETE WATER VALVE
 AA2647'BOX, 98.3 FT (30.0 M) NORTH-NORTHWEST OF THE NORTH END OF A
 AA2647'FIFTEEN-INCH CONCRETE PIPE UNDER A GRAVEL DRIVE, 120.5 FT (36.7 M)
 AA2647'NORTH OF A POWER AND CABLE POLE, 127.0 FT (38.7 M) SOUTH OF THE CENTER
 AA2647'OF A PAVED DRIVEWAY, 1.5 FT (0.5 M) EAST OF A CARSONITE WITNESS POST,
 AA2647'AND SET FLUSH WITH THE GROUND. STATION 3-53 1993 MAY BE USED AS AN
 AA2647'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2648 ***********************************************************************
 AA2648  DESIGNATION -  3 55
 AA2648  PID         -  AA2648
 AA2648  STATE/COUNTY-  AL/BARBOUR
 AA2648  USGS QUAD   -  BATESVILLE (1973)
 AA2648
 AA2648                         *CURRENT SURVEY CONTROL
 AA2648  ___________________________________________________________________
 AA2648* NAD 83(1992)-  32 06 06.89626(N)    085 18 39.55345(W)     ADJUSTED  
 AA2648* NAVD 88     -        77.6    (meters)     255.     (feet)  VERTCON   
 AA2648  ___________________________________________________________________
 AA2648  X           -     442,098.413 (meters)                     COMP
 AA2648  Y           -  -5,390,003.739 (meters)                     COMP
 AA2648  Z           -   3,370,037.184 (meters)                     COMP
 AA2648  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 AA2648  ELLIP HEIGHT-          51.05  (meters)          (07/29/02) GPS OBS
 AA2648  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AA2648
 AA2648  HORZ ORDER  -  FIRST
 AA2648  ELLP ORDER  -  FOURTH    CLASS I
 AA2648
 AA2648.The horizontal coordinates were established by GPS observations
 AA2648.and adjusted by the National Geodetic Survey in September 1997..
 AA2648
 AA2648.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2648.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2648
 AA2648.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2648
 AA2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2648
 AA2648.The ellipsoidal height was determined by GPS observations
 AA2648.and is referenced to NAD 83.
 AA2648
 AA2648.The geoid height was determined by GEOID03.
 AA2648
 AA2648;                    North         East     Units Scale Factor Converg.
 AA2648;SPC AL E     -   177,724.218   249,301.792   MT  0.99998996   +0 16 39.3
 AA2648;UTM  16      - 3,552,980.916   659,369.701   MT  0.99991323   +0 53 52.0
 AA2648
 AA2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2648!SPC AL E     -   0.99999198  x   0.99998996  =   0.99998194
 AA2648!UTM  16      -   0.99999198  x   0.99991323  =   0.99990522
 AA2648
 AA2648:                Primary Azimuth Mark                     Grid Az
 AA2648:SPC AL E     -  3 56                                     025 57 30.7
 AA2648:UTM  16      -  3 56                                     025 20 18.0
 AA2648
 AA2648|---------------------------------------------------------------------|
 AA2648| PID    Reference Object                     Distance      Geod. Az  |
 AA2648|                                                           dddmmss.s |
 AA2648| AA2649 3 56                                488.817 METERS 0261410.0 |
 AA2648|---------------------------------------------------------------------|
 AA2648
 AA2648                          SUPERSEDED SURVEY CONTROL
 AA2648
 AA2648  NAD 83(1992)-  32 06 06.89637(N)    085 18 39.55420(W) AD(       ) 1
 AA2648  NGVD 29 (11/30/94)   77.7    (m)          255.     (f) GPS OBS        
 AA2648
 AA2648.Superseded values are not recommended for survey control.
 AA2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2648.See file dsdata.txt to determine how the superseded data were derived.
 AA2648
 AA2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5937052981(NAD 83)
 AA2648_MARKER: DD = SURVEY DISK
 AA2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2648_SP_SET: CONCRETE POST
 AA2648_STAMPING: 3-55 1993
 AA2648_MARK LOGO: ALHD  
 AA2648_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2648+STABILITY: SURFACE MOTION
 AA2648_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2648+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2648
 AA2648  HISTORY     - Date     Condition        Report By
 AA2648  HISTORY     - 1993     MONUMENTED       ALHD
 AA2648
 AA2648                          STATION DESCRIPTION
 AA2648
 AA2648'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2648'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2648'OF BARBOUR COUNTY ROAD NO 49, ABOUT 17.35 MI (27.92 KM) NORTHWEST OF
 AA2648'EUFAULA AND ABOUT 17.40 MI (28.00 KM) NORTHEAST OF CLAYTON. TO REACH
 AA2648'THE STATION FROM THE JUNCTION OF U.S. 82 WEST AND U.S. 431 (MILE POST
 AA2648'238.40 ON U.S. 82 AND MILE POST 71.65 ON U.S. 431) IN EUFAULA, DRIVE
 AA2648'NORTHWEST ON U.S. 82 FOR 16.40 MI (26.39 KM) TO MILE POST 222.00 AND
 AA2648'BARBOUR COUNTY ROAD NO 49 ON THE RIGHT.  TURN RIGHT ON BARBOUR COUNTY
 AA2648'ROAD NO 49 AND DRIVE NORTHEAST FOR 4.35 MI (7.00 KM) TO A FOUR WAY
 AA2648'STOP WITH BARBOUR COUNTY ROAD NO 89 LEFT AND RIGHT. CONTINUE NORTHEAST
 AA2648'ON BARBOUR COUNTY ROAD NO 49 FOR 2.35 MI (3.78 KM) TO A DIRT ROAD ON
 AA2648'THE RIGHT AND THE STATION ON THE LEFT. THE STATION IS 21.5 FT (6.6 M)
 AA2648'NORTHWEST OF TELEPHONE CABLE PEDESTAL NO P 83, 59.2 FT (18.0 M)
 AA2648'NORTHWEST OF THE CENTERLINE OF BARBOUR COUNTY ROAD NO 49, 2.0 FT (0.6
 AA2648'M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2648'STATION 3-56 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2649 ***********************************************************************
 AA2649  DESIGNATION -  3 56
 AA2649  PID         -  AA2649
 AA2649  STATE/COUNTY-  AL/BARBOUR
 AA2649  USGS QUAD   -  BATESVILLE (1973)
 AA2649
 AA2649                         *CURRENT SURVEY CONTROL
 AA2649  ___________________________________________________________________
 AA2649* NAD 83(1992)-  32 06 21.13077(N)    085 18 31.31129(W)     ADJUSTED  
 AA2649* NAVD 88     -        78.6    (meters)     258.     (feet)  VERTCON   
 AA2649  ___________________________________________________________________
 AA2649  X           -     442,294.803 (meters)                     COMP
 AA2649  Y           -  -5,389,754.663 (meters)                     COMP
 AA2649  Z           -   3,370,409.124 (meters)                     COMP
 AA2649  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AA2649  ELLIP HEIGHT-          52.04  (meters)          (07/29/02) GPS OBS
 AA2649  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 AA2649
 AA2649  HORZ ORDER  -  FIRST
 AA2649  ELLP ORDER  -  FOURTH    CLASS I
 AA2649
 AA2649.The horizontal coordinates were established by GPS observations
 AA2649.and adjusted by the National Geodetic Survey in September 1997..
 AA2649
 AA2649.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2649.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2649
 AA2649.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2649
 AA2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2649
 AA2649.The ellipsoidal height was determined by GPS observations
 AA2649.and is referenced to NAD 83.
 AA2649
 AA2649.The geoid height was determined by GEOID03.
 AA2649
 AA2649;                    North         East     Units Scale Factor Converg.
 AA2649;SPC AL E     -   178,163.715   249,515.755   MT  0.99999022   +0 16 43.8
 AA2649;UTM  16      - 3,553,422.669   659,578.878   MT  0.99991405   +0 53 56.7
 AA2649
 AA2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2649!SPC AL E     -   0.99999183  x   0.99999022  =   0.99998205
 AA2649!UTM  16      -   0.99999183  x   0.99991405  =   0.99990588
 AA2649
 AA2649:                Primary Azimuth Mark                     Grid Az
 AA2649:SPC AL E     -  3 55                                     205 57 30.6
 AA2649:UTM  16      -  3 55                                     205 20 17.7
 AA2649
 AA2649|---------------------------------------------------------------------|
 AA2649| PID    Reference Object                     Distance      Geod. Az  |
 AA2649|                                                           dddmmss.s |
 AA2649| AA2648 3 55                                488.817 METERS 2061414.4 |
 AA2649|---------------------------------------------------------------------|
 AA2649
 AA2649                          SUPERSEDED SURVEY CONTROL
 AA2649
 AA2649  NAD 83(1992)-  32 06 21.13088(N)    085 18 31.31203(W) AD(       ) 1
 AA2649  NGVD 29 (11/30/94)   78.7    (m)          258.     (f) GPS OBS        
 AA2649
 AA2649.Superseded values are not recommended for survey control.
 AA2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2649.See file dsdata.txt to determine how the superseded data were derived.
 AA2649
 AA2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5957953423(NAD 83)
 AA2649_MARKER: DD = SURVEY DISK
 AA2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2649_SP_SET: CONCRETE POST
 AA2649_STAMPING: 3-56 1993
 AA2649_MARK LOGO: ALHD  
 AA2649_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2649+STABILITY: SURFACE MOTION
 AA2649_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2649+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2649
 AA2649  HISTORY     - Date     Condition        Report By
 AA2649  HISTORY     - 1993     MONUMENTED       ALHD
 AA2649
 AA2649                          STATION DESCRIPTION
 AA2649
 AA2649'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2649'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2649'OF BARBOUR COUNTY ROAD NO 49, ABOUT 17.40 MI (28.00 KM) NORTHWEST OF
 AA2649'EUFAULA AND ABOUT 17.60 MI (28.32 KM) NORTHEAST OF CLAYTON. TO REACH
 AA2649'THE STATION FROM THE JUNCTION OF U.S. 82 WEST AND U.S. 431 (MILE POST
 AA2649'238.40 ON U.S. 82 AND MILE POST 71.65 ON U.S. 431) IN EUFAULA, DRIVE
 AA2649'NORTHWEST ON U.S. 82 FOR 16.40 MI (26.39 KM) TO MILE POST 222.00 AND
 AA2649'BARBOUR COUNTY ROAD NO 49 ON THE RIGHT.  TURN RIGHT ON BARBOUR COUNTY
 AA2649'ROAD NO 49 AND DRIVE NORTHEAST FOR 4.35 MI (7.00 KM) TO A FOUR WAY
 AA2649'STOP WITH BARBOUR COUNTY ROAD NO 89 LEFT AND RIGHT, CONTINUE NORTHEAST
 AA2649'ON BARBOUR COUNTY ROAD NO 49 FOR 2.65 MI (4.26 KM) TO THE STATION ON
 AA2649'THE LEFT. THE STATION IS 59.0 FT (18.0 M) WEST OF THE CENTERLINE OF
 AA2649'BARBOUR COUNTY ROAD NO 49, 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS
 AA2649'POST, AND SET FLUSH WITH THE GROUND. STATION 3-55 1993 MAY BE USED AS
 AA2649'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2650 ***********************************************************************
 AA2650  DESIGNATION -  3 57
 AA2650  PID         -  AA2650
 AA2650  STATE/COUNTY-  AL/BARBOUR
 AA2650  USGS QUAD   -  HOWE (1985)
 AA2650
 AA2650                         *CURRENT SURVEY CONTROL
 AA2650  ___________________________________________________________________
 AA2650* NAD 83(1992)-  32 03 26.03839(N)    085 13 37.18607(W)     ADJUSTED  
 AA2650* NAVD 88     -        68.0    (meters)     223.     (feet)  VERTCON   
 AA2650  ___________________________________________________________________
 AA2650  X           -     450,217.530 (meters)                     COMP
 AA2650  Y           -  -5,391,964.177 (meters)                     COMP
 AA2650  Z           -   3,365,833.839 (meters)                     COMP
 AA2650  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AA2650  ELLIP HEIGHT-          41.51  (meters)          (07/29/02) GPS OBS
 AA2650  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AA2650
 AA2650  HORZ ORDER  -  FIRST
 AA2650  ELLP ORDER  -  FOURTH    CLASS I
 AA2650
 AA2650.The horizontal coordinates were established by GPS observations
 AA2650.and adjusted by the National Geodetic Survey in September 1997..
 AA2650
 AA2650.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2650.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2650
 AA2650.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2650
 AA2650.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2650
 AA2650.The ellipsoidal height was determined by GPS observations
 AA2650.and is referenced to NAD 83.
 AA2650
 AA2650.The geoid height was determined by GEOID03.
 AA2650
 AA2650;                    North         East     Units Scale Factor Converg.
 AA2650;SPC AL E     -   172,811.003   257,257.269   MT  1.00000041   +0 19 18.6
 AA2650;UTM  16      - 3,548,154.364   667,377.333   MT  0.99994550   +0 56 28.6
 AA2650
 AA2650!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2650!SPC AL E     -   0.99999348  x   1.00000041  =   0.99999389
 AA2650!UTM  16      -   0.99999348  x   0.99994550  =   0.99993898
 AA2650
 AA2650                          SUPERSEDED SURVEY CONTROL
 AA2650
 AA2650  NAD 83(1992)-  32 03 26.03887(N)    085 13 37.18775(W) AD(       ) 1
 AA2650  ELLIP H (11/30/94)   41.50   (m)                       GP(       ) 4 1
 AA2650  NGVD 29 (11/30/94)   68.0    (m)          223.     (f) GPS OBS        
 AA2650
 AA2650.Superseded values are not recommended for survey control.
 AA2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2650.See file dsdata.txt to determine how the superseded data were derived.
 AA2650
 AA2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6737748154(NAD 83)
 AA2650_MARKER: DD = SURVEY DISK
 AA2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2650_SP_SET: CONCRETE POST
 AA2650_STAMPING: 3-57 1993
 AA2650_MARK LOGO: ALHD  
 AA2650_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2650+STABILITY: SURFACE MOTION
 AA2650_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2650+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2650
 AA2650  HISTORY     - Date     Condition        Report By
 AA2650  HISTORY     - 1993     MONUMENTED       ALHD
 AA2650
 AA2650                          STATION DESCRIPTION
 AA2650
 AA2650'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2650'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2650'A BARBOUR COUNTY GRAVEL ROAD, ABOUT 12.30 MI (19.79 KM) NORTHWEST OF
 AA2650'EUFAULA AND ABOUT 17.90 MI (28.81 KM) NORTHEAST OF CLAYTON. TO REACH
 AA2650'THE STATION FROM THE JUNCTION OF U.S. 82 WEST AND U.S. 431 (MILE POST
 AA2650'238.40 ON U.S. 82 AND MILE POST 71.65 ON U.S. 431) IN EUFAULA, DRIVE
 AA2650'NORTH ON U.S. 431 FOR 0.90 MI (1.45 KM) TO MILE POST 239.30 AND
 AA2650'BARBOUR COUNTY ROAD NO. 97 LEFT, TURN LEFT ON BARBOUR COUNTY ROAD NO.
 AA2650'97 AND DRIVE NORTH FOR 8.60 MI (13.84 KM) TO BARBOUR COUNTY ROAD NO.
 AA2650'38 ON THE LEFT, TURN LEFT ON BARBOUR COUNTY ROAD NO. 38 AND DRIVE
 AA2650'NORTHWEST FOR 3.70 MI (5.95 KM) TO THE END OF PAVEMENT, CONTINUE WEST
 AA2650'ON A DIRT ROAD FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT. THE
 AA2650'STATION IS 3.0 FT (0.9 M) SOUTH OF AN OLD EIGHT BY TEN INCH TREATED
 AA2650'WOOD POST, 26.0 FT (7.9 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY
 AA2650'LEADING TO A GREEN WOOD FRAME HOUSE, 27.0 FT (8.2 M) NORTH OF THE
 AA2650'CENTER OF A DIRT ROAD, 42.7 FT (13.0 M) NORTH-NORTHEAST OF A SILVER
 AA2650'MAILBOX ON A TEN-INCH TREATED WOOD POST, 139.9 FT (42.6 M)
 AA2650'NORTH-NORTHEAST OF A DAVID JONES ROAD SIGN, 3.1 FT (0.9 M) SOUTH OF A
 AA2650'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 3-58
 AA2650'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2651 ***********************************************************************
 AA2651  DESIGNATION -  3 58
 AA2651  PID         -  AA2651
 AA2651  STATE/COUNTY-  AL/BARBOUR
 AA2651  USGS QUAD   -  HOWE (1985)
 AA2651
 AA2651                         *CURRENT SURVEY CONTROL
 AA2651  ___________________________________________________________________
 AA2651* NAD 83(1992)-  32 03 26.99111(N)    085 13 16.10153(W)     ADJUSTED  
 AA2651* NAVD 88     -        68.0    (meters)     223.     (feet)  VERTCON   
 AA2651  ___________________________________________________________________
 AA2651  X           -     450,767.402 (meters)                     COMP
 AA2651  Y           -  -5,391,902.623 (meters)                     COMP
 AA2651  Z           -   3,365,858.721 (meters)                     COMP
 AA2651  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AA2651  ELLIP HEIGHT-          41.53  (meters)          (07/29/02) GPS OBS
 AA2651  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AA2651
 AA2651  HORZ ORDER  -  FIRST
 AA2651  ELLP ORDER  -  FOURTH    CLASS I
 AA2651
 AA2651.The horizontal coordinates were established by GPS observations
 AA2651.and adjusted by the National Geodetic Survey in September 1997..
 AA2651
 AA2651.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2651.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2651
 AA2651.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2651
 AA2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2651
 AA2651.The ellipsoidal height was determined by GPS observations
 AA2651.and is referenced to NAD 83.
 AA2651
 AA2651.The geoid height was determined by GEOID03.
 AA2651
 AA2651;                    North         East     Units Scale Factor Converg.
 AA2651;SPC AL E     -   172,843.470   257,810.179   MT  1.00000120   +0 19 29.8
 AA2651;UTM  16      - 3,548,192.805   667,929.830   MT  0.99994779   +0 56 39.8
 AA2651
 AA2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2651!SPC AL E     -   0.99999348  x   1.00000120  =   0.99999468
 AA2651!UTM  16      -   0.99999348  x   0.99994779  =   0.99994127
 AA2651
 AA2651                          SUPERSEDED SURVEY CONTROL
 AA2651
 AA2651  NAD 83(1992)-  32 03 26.99157(N)    085 13 16.10323(W) AD(       ) 1
 AA2651  ELLIP H (11/30/94)   41.52   (m)                       GP(       ) 4 1
 AA2651  NGVD 29 (11/30/94)   68.0    (m)          223.     (f) GPS OBS        
 AA2651
 AA2651.Superseded values are not recommended for survey control.
 AA2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2651.See file dsdata.txt to determine how the superseded data were derived.
 AA2651
 AA2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6793048193(NAD 83)
 AA2651_MARKER: DD = SURVEY DISK
 AA2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2651_SP_SET: CONCRETE POST
 AA2651_STAMPING: 3-58 1993
 AA2651_MARK LOGO: ALHD  
 AA2651_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2651+STABILITY: SURFACE MOTION
 AA2651_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2651+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2651
 AA2651  HISTORY     - Date     Condition        Report By
 AA2651  HISTORY     - 1993     MONUMENTED       ALHD
 AA2651
 AA2651                          STATION DESCRIPTION
 AA2651
 AA2651'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2651'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2651'BARBOUR COUNTY ROAD NO. 38, ABOUT 12.10 MI (19.47 KM) NORTHWEST OF
 AA2651'EUFAULA AND ABOUT 18.05 MI (29.05 KM) NORTHEAST OF CLAYTON. TO REACH
 AA2651'THE STATION FROM THE JUNCTION OF U.S. 82 WEST AND U.S. 431 (MILE POST
 AA2651'238.40 ON U.S. 82 AND MILE POST 71.65 ON U.S. 431) IN EUFAULA, DRIVE
 AA2651'NORTH ON U.S. 431 FOR 0.90 MI (1.45 KM) TO MILE POST 239.30 AND
 AA2651'BARBOUR COUNTY ROAD NO. 97 LEFT, TURN LEFT ON BARBOUR COUNTY ROAD NO.
 AA2651'97 AND DRIVE NORTH FOR 8.60 MI (13.84 KM) TO BARBOUR COUNTY ROAD NO.
 AA2651'38 ON THE LEFT, TURN LEFT ON BARBOUR COUNTY ROAD NO. 38 AND DRIVE
 AA2651'NORTHWEST FOR 3.60 MI (5.79 KM) TO THE STATION ON THE LEFT. THE
 AA2651'STATION IS 3.2 FT (1.0 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON
 AA2651'TREATED WOOD POSTS, 38.0 FT (11.6 M) SOUTH OF THE CENTERLINE OF
 AA2651'BARBOUR COUNTY ROAD NO 38, 96.0 FT (29.3 M) SOUTHEAST OF A BADLY FADED
 AA2651'SIGN ACROSS THE ROAD ON A FENCE POST, 165.40 FT (50.41 M) SOUTHWEST OF
 AA2651'A PAVEMENT ENDS SIGN, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS
 AA2651'POST, AND SET FLUSH WITH THE GROUND. STATION 3-57 1993 MAY BE USED AS
 AA2651'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2236 ***********************************************************************
 BT2236  DESIGNATION -  3 7
 BT2236  PID         -  BT2236
 BT2236  STATE/COUNTY-  AL/BARBOUR
 BT2236  USGS QUAD   -  MOUNT ANDREW (1968)
 BT2236
 BT2236                         *CURRENT SURVEY CONTROL
 BT2236  ___________________________________________________________________
 BT2236* NAD 83(1992)-  31 59 33.08206(N)    085 31 25.17885(W)     ADJUSTED  
 BT2236* NAVD 88     -       145.34   (meters)     476.8    (feet)  N HEIGHT  
 BT2236  ___________________________________________________________________
 BT2236  X           -     422,595.346 (meters)                     COMP
 BT2236  Y           -  -5,398,081.983 (meters)                     COMP
 BT2236  Z           -   3,359,791.279 (meters)                     COMP
 BT2236  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BT2236  ELLIP HEIGHT-         118.93  (meters)          (07/29/02) GPS OBS
 BT2236  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BT2236  DYNAMIC HT  -         145.17  (meters)     476.3   (feet)  COMP
 BT2236  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 BT2236
 BT2236  HORZ ORDER  -  FIRST
 BT2236  VERT ORDER  -  THIRD
 BT2236  ELLP ORDER  -  FOURTH    CLASS I
 BT2236
 BT2236.The horizontal coordinates were established by GPS observations
 BT2236.and adjusted by the National Geodetic Survey in December 1992..
 BT2236
 BT2236.The orthometric height was determined by differential leveling
 BT2236.and adjusted by the National Geodetic Survey in September 1998..
 BT2236.The height was determined by precise leveling from only one NSRS
 BT2236.bench mark.  This was not adequate "tie leveling" to NSRS and was
 BT2236.allowed ONLY to validate the GPS-derived height.
 BT2236
 BT2236.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2236
 BT2236.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2236
 BT2236.The ellipsoidal height was determined by GPS observations
 BT2236.and is referenced to NAD 83.
 BT2236
 BT2236.The geoid height was determined by GEOID03.
 BT2236
 BT2236.The dynamic height is computed by dividing the NAVD 88
 BT2236.geopotential number by the normal gravity value computed on the
 BT2236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT2236.degrees latitude (g = 980.6199 gals.).
 BT2236
 BT2236.The modeled gravity was interpolated from observed gravity values.
 BT2236
 BT2236;                    North         East     Units Scale Factor Converg.
 BT2236;SPC AL E     -   165,516.857   229,263.198   MT  0.99997056   +0 09 50.6
 BT2236;UTM  16      - 3,540,558.998   639,466.266   MT  0.99983988   +0 46 56.3
 BT2236
 BT2236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2236!SPC AL E     -   0.99998133  x   0.99997056  =   0.99995189
 BT2236!UTM  16      -   0.99998133  x   0.99983988  =   0.99982121
 BT2236
 BT2236:                Primary Azimuth Mark                     Grid Az
 BT2236:SPC AL E     -  3 8                                      007 50 04.7
 BT2236:UTM  16      -  3 8                                      007 12 59.0
 BT2236
 BT2236|---------------------------------------------------------------------|
 BT2236| PID    Reference Object                     Distance      Geod. Az  |
 BT2236|                                                           dddmmss.s |
 BT2236| BT2237 3 8                                 449.281 METERS 0075955.3 |
 BT2236|---------------------------------------------------------------------|
 BT2236
 BT2236                          SUPERSEDED SURVEY CONTROL
 BT2236
 BT2236  ELLIP H (12/04/92)  118.95   (m)                       GP(       ) 4 1
 BT2236  NAD 83(1986)-  31 59 33.08784(N)    085 31 25.16943(W) AD(       ) 1
 BT2236  NGVD 29 (??/??/??)  145.34   (m)          476.8    (f) N HEIGHT    3  
 BT2236
 BT2236.Superseded values are not recommended for survey control.
 BT2236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2236.See file dsdata.txt to determine how the superseded data were derived.
 BT2236
 BT2236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3946640559(NAD 83)
 BT2236_MARKER: DD = SURVEY DISK
 BT2236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2236_SP_SET: CONCRETE POST
 BT2236_STAMPING: 3 - 7 1989
 BT2236_MARK LOGO: ALHD  
 BT2236_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2236+STABILITY: SURFACE MOTION
 BT2236_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2236+SATELLITE: SATELLITE OBSERVATIONS - 1989
 BT2236
 BT2236  HISTORY     - Date     Condition        Report By
 BT2236  HISTORY     - 1989     MONUMENTED       ALHD
 BT2236  HISTORY     - 18980815 GOOD             ALHD
 BT2236
 BT2236                          STATION DESCRIPTION
 BT2236
 BT2236'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2236'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 BT2236'ALABAMA 51 ABOUT 10.14 KM (6.30 MI) SOUTH OF MIDWAY AND ABOUT 14.48 KM
 BT2236'(9.00 MI) NORTH-NORTHWEST OF CLAYTON.
 BT2236'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 82 AND ALABAMA
 BT2236'51 SOUTH IN MIDWAY, GO SOUTH ON ALABAMA 51 FOR 10.14 KM (6.30 MI) TO
 BT2236'MILE POST 58.75 AND THE STATION ON THE RIGHT, ABOUT 0.80 KM (0.50 MI)
 BT2236'SOUTH OF THE BARBOUR-BULLOCK COUNTY LINE.
 BT2236'THE STATION IS 35.27 M (115.7 FT) NORTH OF A POWER POLE, 17.53 M
 BT2236'(57.5 FT) WEST OF THE CENTERLINE OF ALABAMA 51, 1.10 M (3.6 FT) EAST
 BT2236'OF A 3 STRAND BARBED WIRE FENCE ON WOOD POSTS, AND 0.8 M (2.6 FT) EAST
 BT2236'OF A CARSONITE WITNESS POST.
 BT2236'STATION 3 - 8 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2236
 BT2236                          STATION RECOVERY (1898)
 BT2236
 BT2236'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1898
 BT2236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1901 ***********************************************************************
 DH1901  DESIGNATION -  3 73 RESET
 DH1901  PID         -  DH1901
 DH1901  STATE/COUNTY-  AL/TUSCALOOSA
 DH1901  USGS QUAD   -  RALPH (1982)
 DH1901
 DH1901                         *CURRENT SURVEY CONTROL
 DH1901  ___________________________________________________________________
 DH1901* NAD 83(1986)-  33 02 53.     (N)    087 45 05.     (W)     SCALED    
 DH1901* NAVD 88     -        60.69   (meters)     199.1    (feet)  RESET     
 DH1901  ___________________________________________________________________
 DH1901  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH1901
 DH1901  VERT ORDER  -  THIRD
 DH1901
 DH1901.The horizontal coordinates were scaled from a topographic map and have
 DH1901.an estimated accuracy of +/- 6 seconds.
 DH1901
 DH1901.The orthometric height was computed from unverified reset data.
 DH1901
 DH1901.The geoid height was determined by GEOID03.
 DH1901
 DH1901;                    North         East    Units  Estimated Accuracy
 DH1901;SPC AL W     -   337,970.      576,520.      MT  (+/- 180 meters Scaled)
 DH1901
 DH1901                          SUPERSEDED SURVEY CONTROL
 DH1901
 DH1901.No superseded survey control is available for this station.
 DH1901
 DH1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB298568(NAD 83)
 DH1901_MARKER: DB = BENCH MARK DISK
 DH1901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1901_STAMPING: TRA STA 3-73 1939 RESET 1953
 DH1901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1901+STABILITY: SURFACE MOTION
 DH1901
 DH1901  HISTORY     - Date     Condition        Report By
 DH1901  HISTORY     - 1953     MONUMENTED       CGS
 DH1901  HISTORY     - 1954     GOOD             NGS
 DH1901
 DH1901                          STATION DESCRIPTION
 DH1901
 DH1901'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DH1901'1.15 MI NE FROM RALPH.
 DH1901'1.15 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 DH1901'RALPH, TUSCALOOSA COUNTY, 30.5 FEET NORTHEAST OF THE NORTH CORNER OF
 DH1901'THE P.T. POOLE FARM HOUSE, 72 FEET NORTHWEST OF THE CENTER LINE OF THE
 DH1901'HIGHWAY AT SURVEY STATION 841+50, 1.3 FEET SOUTHEAST OF A WHITE WOODEN
 DH1901'WITNESS POST, AND 1.1 FEET LOWER THAN THE HIGHWAY.  A CORPS OF
 DH1901'ENGINEERS, U.S. ARMY, STAMPED TRA STA 3-73 1939 RESET 1953 AND SET IN
 DH1901'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2237 ***********************************************************************
 BT2237  DESIGNATION -  3 8
 BT2237  PID         -  BT2237
 BT2237  STATE/COUNTY-  AL/BARBOUR
 BT2237  USGS QUAD   -  MOUNT ANDREW (1968)
 BT2237
 BT2237                         *CURRENT SURVEY CONTROL
 BT2237  ___________________________________________________________________
 BT2237* NAD 83(1992)-  31 59 47.52632(N)    085 31 22.79714(W)     ADJUSTED  
 BT2237* NAVD 88     -       152.1    (meters)     499.     (feet)  GPS OBS   
 BT2237  ___________________________________________________________________
 BT2237  X           -     422,639.723 (meters)                     COMP
 BT2237  Y           -  -5,397,847.803 (meters)                     COMP
 BT2237  Z           -   3,360,172.196 (meters)                     COMP
 BT2237  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 BT2237  ELLIP HEIGHT-         125.69  (meters)          (07/29/02) GPS OBS
 BT2237  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BT2237
 BT2237  HORZ ORDER  -  FIRST
 BT2237  ELLP ORDER  -  FOURTH    CLASS I
 BT2237
 BT2237.The horizontal coordinates were established by GPS observations
 BT2237.and adjusted by the National Geodetic Survey in December 1992..
 BT2237
 BT2237.The orthometric height was determined by GPS observations and a
 BT2237.high-resolution geoid model.
 BT2237
 BT2237.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2237
 BT2237.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2237
 BT2237.The ellipsoidal height was determined by GPS observations
 BT2237.and is referenced to NAD 83.
 BT2237
 BT2237.The geoid height was determined by GEOID03.
 BT2237
 BT2237;                    North         East     Units Scale Factor Converg.
 BT2237;SPC AL E     -   165,961.932   229,324.440   MT  0.99997060   +0 09 52.0
 BT2237;UTM  16      - 3,541,004.649   639,522.694   MT  0.99984007   +0 46 57.9
 BT2237
 BT2237!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2237!SPC AL E     -   0.99998026  x   0.99997060  =   0.99995087
 BT2237!UTM  16      -   0.99998026  x   0.99984007  =   0.99982034
 BT2237
 BT2237:                Primary Azimuth Mark                     Grid Az
 BT2237:SPC AL E     -  3 7                                      187 50 04.5
 BT2237:UTM  16      -  3 7                                      187 12 58.6
 BT2237
 BT2237|---------------------------------------------------------------------|
 BT2237| PID    Reference Object                     Distance      Geod. Az  |
 BT2237|                                                           dddmmss.s |
 BT2237| BT2236 3 7                                 449.281 METERS 1875956.5 |
 BT2237|---------------------------------------------------------------------|
 BT2237
 BT2237                          SUPERSEDED SURVEY CONTROL
 BT2237
 BT2237  ELLIP H (12/04/92)  125.71   (m)                       GP(       ) 4 1
 BT2237  NAD 83(1986)-  31 59 47.53211(N)    085 31 22.78772(W) AD(       ) 1
 BT2237  NGVD 29 (12/04/92)  152.1    (m)          499.     (f) GPS OBS        
 BT2237
 BT2237.Superseded values are not recommended for survey control.
 BT2237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2237.See file dsdata.txt to determine how the superseded data were derived.
 BT2237
 BT2237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3952341005(NAD 83)
 BT2237_MARKER: DD = SURVEY DISK
 BT2237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2237_SP_SET: CONCRETE POST
 BT2237_STAMPING: 3 - 8 1989
 BT2237_MARK LOGO: ALHD  
 BT2237_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2237+STABILITY: SURFACE MOTION
 BT2237_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2237+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 BT2237
 BT2237  HISTORY     - Date     Condition        Report By
 BT2237  HISTORY     - 1989     MONUMENTED       ALHD
 BT2237  HISTORY     - 19910621 GOOD             ALHD
 BT2237
 BT2237                          STATION DESCRIPTION
 BT2237
 BT2237'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2237'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 BT2237'ALABAMA 51, ABOUT 9.66 KM (6.00 MI) SOUTH OF MIDWAY AND ABOUT 14.97 KM
 BT2237'(9.30 MI) NORTH-NORTHWEST OF CLAYTON.
 BT2237'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 82 AND ALABAMA
 BT2237'51 SOUTH IN MIDWAY, GO SOUTH ON ALABAMA 51 FOR 9.66 KM (6.00 MI) TO
 BT2237'MILE POST 59.05 AND THE STATION ON THE RIGHT, ABOUT 0.32 KM (0.20 MI)
 BT2237'SOUTH OF THE BARBOUR-BULLOCK COUNTY LINE.
 BT2237'THE STATION IS 18.59 M (61.0 FT) WEST OF THE CENTERLINE OF ALABAMA 51,
 BT2237'14.02 M (46.0 FT) SOUTH-SOUTHWEST OF A POWER POLE ON TOP OF A HILL,
 BT2237'3.96 M (13.0 FT) WEST OF THE CREST OF A 3.66 M (12.0 FT) BACKSLOPE,
 BT2237'0.91 M (3.0 FT) EAST OF A 3 STRAND BARBED WIRE FENCE ON WOOD POSTS,
 BT2237'AND 0.8 M (2.6 FT) EAST OF A CARSONITE WITNESS POST.
 BT2237'STATION 3 - 7 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2237
 BT2237                          STATION RECOVERY (1991)
 BT2237
 BT2237'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2237'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE WEST RIGHT OF WAY OF
 BT2237'ALABAMA 51, ABOUT 9.66 KM (6.00 MI) SOUTH OF MIDWAY AND ABOUT 14.97
 BT2237'KM (9.30 MI) NORTH-NORTHWEST OF CLAYTON.
 BT2237'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND ALABAMA
 BT2237'51 SOUTH IN MIDWAY, GO SOUTH ON ALABAMA 51 FOR 9.66 KM (6.00 MI) TO
 BT2237'MILE POST 59.05 AND THE STATION ON THE RIGHT, ABOUT 0.32 KM
 BT2237'(0.20 MI) SOUTH OF THE BARBOUR-BULLOCK COUNTY LINE.
 BT2237'THE STATION IS 18.59 M (60.99 FT) WEST OF THE CENTERLINE OF ALABAMA
 BT2237'51, 14.02 M (46.00 FT) SOUTH-SOUTHWEST OF A POWER POLE ON TOP OF A
 BT2237'HILL, 3.96 M (12.99 FT) WEST OF THE CREST OF A 3.66 M (12.01 FT)
 BT2237'BACKSLOPE, 0.91 M (2.99 FT) EAST OF A 3 STRAND BARBED WIRE FENCE ON
 BT2237'WOOD POSTS, AND 0.8 M (2.6 FT) EAST OF A CARSONITE WITNESS POST. .
 BT2237'STATION 3-7 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2602 ***********************************************************************
 AA2602  DESIGNATION -  3 9
 AA2602  PID         -  AA2602
 AA2602  STATE/COUNTY-  AL/BARBOUR
 AA2602  USGS QUAD   -  ELAMVILLE (1979)
 AA2602
 AA2602                         *CURRENT SURVEY CONTROL
 AA2602  ___________________________________________________________________
 AA2602* NAD 83(1992)-  31 39 33.17979(N)    085 38 21.21284(W)     ADJUSTED  
 AA2602* NAVD 88     -       144.5    (meters)     474.     (feet)  VERTCON   
 AA2602  ___________________________________________________________________
 AA2602  X           -     413,188.515 (meters)                     COMP
 AA2602  Y           -  -5,418,356.262 (meters)                     COMP
 AA2602  Z           -   3,328,388.638 (meters)                     COMP
 AA2602  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AA2602  ELLIP HEIGHT-         118.26  (meters)          (07/29/02) GPS OBS
 AA2602  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 AA2602
 AA2602  HORZ ORDER  -  FIRST
 AA2602  ELLP ORDER  -  FOURTH    CLASS I
 AA2602
 AA2602.The horizontal coordinates were established by GPS observations
 AA2602.and adjusted by the National Geodetic Survey in November 1994..
 AA2602
 AA2602.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2602
 AA2602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2602
 AA2602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2602
 AA2602.The ellipsoidal height was determined by GPS observations
 AA2602.and is referenced to NAD 83.
 AA2602
 AA2602.The geoid height was determined by GEOID03.
 AA2602
 AA2602;                    North         East     Units Scale Factor Converg.
 AA2602;SPC AL E     -   128,534.558   218,408.627   MT  0.99996418   +0 06 06.8
 AA2602;UTM  16      - 3,503,467.630   629,011.006   MT  0.99980528   +0 42 51.6
 AA2602
 AA2602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2602!SPC AL E     -   0.99998143  x   0.99996418  =   0.99994561
 AA2602!UTM  16      -   0.99998143  x   0.99980528  =   0.99978671
 AA2602
 AA2602                          SUPERSEDED SURVEY CONTROL
 AA2602
 AA2602  ELLIP H (11/30/94)  118.28   (m)                       GP(       ) 4 1
 AA2602  NGVD 29 (11/30/94)  144.5    (m)          474.     (f) GPS OBS        
 AA2602
 AA2602.Superseded values are not recommended for survey control.
 AA2602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2602.See file dsdata.txt to determine how the superseded data were derived.
 AA2602
 AA2602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA2901103468(NAD 83)
 AA2602_MARKER: DD = SURVEY DISK
 AA2602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2602_SP_SET: CONCRETE POST
 AA2602_STAMPING: 3-9 1993
 AA2602_MARK LOGO: ALHD  
 AA2602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2602+STABILITY: SURFACE MOTION
 AA2602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2602+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2602
 AA2602  HISTORY     - Date     Condition        Report By
 AA2602  HISTORY     - 1993     MONUMENTED       ALHD
 AA2602
 AA2602                          STATION DESCRIPTION
 AA2602
 AA2602'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2602'THE STATION IS LOCATED IN BARBOUR COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2602'BARBOUR COUNTY ROAD NO. 8, ABOUT 3.85 MI (6.20 KM) SOUTHWEST OF CLIO
 AA2602'AND ABOUT 7.70 MI (12.39 KM) WEST OF BLUE SPRINGS. TO REACH THE
 AA2602'STATION FROM THE JUNCTION OF ALA 10 AND ALA 51 (MILE POST 33.65 ON ALA
 AA2602'51 AND MILE POST 206.00 ON ALA 10) AT A TRAFFIC LIGHT IN CLIO, DRIVE
 AA2602'SOUTHWEST ON ALA 51 FOR 3.95 MI (6.36 KM) TO MILE POST 29.70 AND
 AA2602'BARBOUR COUNTY ROAD NO. 8 ON THE LEFT, TURN LEFT ON BARBOUR COUNTY
 AA2602'ROAD NO. 8 AND DRIVE SOUTHEAST FOR 0.15 MI (0.24 KM) TO A
 AA2602'Y-INTERSECTION WITH BARBOUR COUNTY ROAD NO. 13 ON THE RIGHT AND
 AA2602'BARBOUR COUNTY ROAD NO. 8 ON THE LEFT, BEAR LEFT ON BARBOUR COUNTY
 AA2602'ROAD NO. 8 AND DRIVE SOUTHEAST FOR 0.75 MI (1.21 KM) TO THE STATION ON
 AA2602'THE RIGHT. THE STATION IS 17.0 FT (5.2 M) WEST-NORTHWEST OF A BURIED
 AA2602'CABLE WARNING SIGN, 34.5 FT (10.5 M) SOUTH OF THE CENTERLINE OF
 AA2602'BARBOUR COUNTY ROAD NO. 8, 1.4 FT (0.4 M) NORTH OF A CARSONITE WITNESS
 AA2602'POST, AND SET FLUSH WITH THE GROUND. STATION 3-10 1993 MAY BE USED AS
 AA2602'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1909 ***********************************************************************
 DH1909  DESIGNATION -  3 92
 DH1909  PID         -  DH1909
 DH1909  STATE/COUNTY-  AL/TUSCALOOSA
 DH1909  USGS QUAD   -  FOSTERS (1978)
 DH1909
 DH1909                         *CURRENT SURVEY CONTROL
 DH1909  ___________________________________________________________________
 DH1909* NAD 83(1986)-  33 04 30.     (N)    087 41 41.     (W)     SCALED    
 DH1909* NAVD 88     -        79.884  (meters)     262.09   (feet)  ADJUSTED  
 DH1909  ___________________________________________________________________
 DH1909  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH1909  DYNAMIC HT  -          79.796 (meters)     261.80  (feet)  COMP
 DH1909  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 DH1909
 DH1909  VERT ORDER  -  SECOND    CLASS 0
 DH1909
 DH1909.The horizontal coordinates were scaled from a topographic map and have
 DH1909.an estimated accuracy of +/- 6 seconds.
 DH1909
 DH1909.The orthometric height was determined by differential leveling
 DH1909.and adjusted by the National Geodetic Survey in June 1991..
 DH1909
 DH1909.The geoid height was determined by GEOID03.
 DH1909
 DH1909.The dynamic height is computed by dividing the NAVD 88
 DH1909.geopotential number by the normal gravity value computed on the
 DH1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1909.degrees latitude (g = 980.6199 gals.).
 DH1909
 DH1909.The modeled gravity was interpolated from observed gravity values.
 DH1909
 DH1909;                    North         East    Units  Estimated Accuracy
 DH1909;SPC AL W     -   340,950.      581,820.      MT  (+/- 180 meters Scaled)
 DH1909
 DH1909                          SUPERSEDED SURVEY CONTROL
 DH1909
 DH1909  NGVD 29 (??/??/92)   79.848  (m)          261.97   (f) ADJ UNCH    2 0
 DH1909
 DH1909.Superseded values are not recommended for survey control.
 DH1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1909.See file dsdata.txt to determine how the superseded data were derived.
 DH1909
 DH1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB351598(NAD 83)
 DH1909_MARKER: DD = SURVEY DISK
 DH1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1909_STAMPING: TRA STA 3-92 1939
 DH1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1909+STABILITY: SURFACE MOTION
 DH1909
 DH1909  HISTORY     - Date     Condition        Report By
 DH1909  HISTORY     - 1939     MONUMENTED       USE
 DH1909  HISTORY     - 1946     GOOD             NGS
 DH1909
 DH1909                          STATION DESCRIPTION
 DH1909
 DH1909'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1909'5.2 MI NE FROM RALPH.
 DH1909'ABOUT 5.2 MILES NORTHEAST ALONG U. S. HIGHWAY 11 AND 43 FROM THE POST
 DH1909'OFFICE AT RALPH, SET IN A SMALL GROUP OF BRUSH AND TREES, 55 FEET
 DH1909'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF A FENCE
 DH1909'CORNER, 18 FEET SOUTHEAST OF A 15 INCH MAPLE TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1686 ***********************************************************************
 BU1686  DESIGNATION -  3 P
 BU1686  PID         -  BU1686
 BU1686  STATE/COUNTY-  AL/WILCOX
 BU1686  USGS QUAD   -  PINE HILL (1973)
 BU1686
 BU1686                         *CURRENT SURVEY CONTROL
 BU1686  ___________________________________________________________________
 BU1686* NAD 83(1986)-  31 57 57.     (N)    087 31 19.     (W)     SCALED    
 BU1686* NAVD 88     -        26.037  (meters)      85.42   (feet)  ADJUSTED  
 BU1686  ___________________________________________________________________
 BU1686  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BU1686  DYNAMIC HT  -          26.006 (meters)      85.32  (feet)  COMP
 BU1686  MODELED GRAV-     979,460.9   (mgal)                       NAVD 88
 BU1686
 BU1686  VERT ORDER  -  SECOND    CLASS 0
 BU1686
 BU1686.The horizontal coordinates were scaled from a topographic map and have
 BU1686.an estimated accuracy of +/- 6 seconds.
 BU1686
 BU1686.The orthometric height was determined by differential leveling
 BU1686.and adjusted by the National Geodetic Survey in June 1991..
 BU1686
 BU1686.The geoid height was determined by GEOID03.
 BU1686
 BU1686.The dynamic height is computed by dividing the NAVD 88
 BU1686.geopotential number by the normal gravity value computed on the
 BU1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1686.degrees latitude (g = 980.6199 gals.).
 BU1686
 BU1686.The modeled gravity was interpolated from observed gravity values.
 BU1686
 BU1686;                    North         East    Units  Estimated Accuracy
 BU1686;SPC AL W     -   217,940.      597,930.      MT  (+/- 180 meters Scaled)
 BU1686
 BU1686                          SUPERSEDED SURVEY CONTROL
 BU1686
 BU1686  NGVD 29 (??/??/92)   25.999  (m)           85.30   (f) ADJ UNCH    2 0
 BU1686
 BU1686.Superseded values are not recommended for survey control.
 BU1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1686.See file dsdata.txt to determine how the superseded data were derived.
 BU1686
 BU1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA506367(NAD 83)
 BU1686_MARKER: DD = SURVEY DISK
 BU1686_SETTING: 0 = UNSPECIFIED SETTING
 BU1686_STAMPING: BM 3-P 1938
 BU1686_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1686
 BU1686  HISTORY     - Date     Condition        Report By
 BU1686  HISTORY     - 1938     MONUMENTED       USE
 BU1686  HISTORY     - 1950     GOOD             NGS
 BU1686  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1686
 BU1686                          STATION DESCRIPTION
 BU1686
 BU1686'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU1686'IN SHAM.
 BU1686'AT SHAM, ALONG THE ST. LOUIS AND SAN FRANCISCO RAILWAY, AT THE ROAD
 BU1686'CROSSING, ABOUT 0.4 MILE NORTH ALONG THE RAILWAY FROM THE STATION AT
 BU1686'YELLOW BLUFF, 48 FEET NORTHWEST OF THE CENTER LINE OF THE CROSSING, 37
 BU1686'FEET WEST OF THE WEST RAIL, 27 FEET NORTH OF THE CENTER LINE OF THE
 BU1686'GRAVEL ROAD, 2 FEET WEST OF THE CENTER PIER OF THE POLE FOUNDATION OF
 BU1686'A BARREL STAVE WAREHOUSE, 1 FOOT NORTH OF THE SOUTH FACE OF THE
 BU1686'BUILDING, ABOUT 4 FEET BELOW THE FLOOR OF THE BUILDING AND ABOUT 2 1/2
 BU1686'FEET BELOW THE TRACK.  NOTE-- BUILDING HAS BEEN REMOVED, AND GROUND
 BU1686'DUG UP.
 BU1686
 BU1686                          STATION RECOVERY (1973)
 BU1686
 BU1686'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1686'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0835 ***********************************************************************
 EF0835  DESIGNATION -  3 TVA
 EF0835  PID         -  EF0835
 EF0835  STATE/COUNTY-  AL/MORGAN
 EF0835  USGS QUAD   -  TRINITY (1974)
 EF0835
 EF0835                         *CURRENT SURVEY CONTROL
 EF0835  ___________________________________________________________________
 EF0835* NAD 83(1986)-  34 36 56.     (N)    087 00 36.     (W)     SCALED    
 EF0835* NAVD 88     -       171.203  (meters)     561.69   (feet)  ADJUSTED  
 EF0835  ___________________________________________________________________
 EF0835  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EF0835  DYNAMIC HT  -         171.038 (meters)     561.15  (feet)  COMP
 EF0835  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 EF0835
 EF0835  VERT ORDER  -  FIRST     CLASS II
 EF0835
 EF0835.The horizontal coordinates were scaled from a topographic map and have
 EF0835.an estimated accuracy of +/- 6 seconds.
 EF0835
 EF0835.The orthometric height was determined by differential leveling
 EF0835.and adjusted by the National Geodetic Survey in June 1991..
 EF0835
 EF0835.The geoid height was determined by GEOID03.
 EF0835
 EF0835.The dynamic height is computed by dividing the NAVD 88
 EF0835.geopotential number by the normal gravity value computed on the
 EF0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0835.degrees latitude (g = 980.6199 gals.).
 EF0835
 EF0835.The modeled gravity was interpolated from observed gravity values.
 EF0835
 EF0835;                    North         East    Units  Estimated Accuracy
 EF0835;SPC AL W     -   511,910.      644,940.      MT  (+/- 180 meters Scaled)
 EF0835
 EF0835                          SUPERSEDED SURVEY CONTROL
 EF0835
 EF0835  NGVD 29 (??/??/92)  171.168  (m)          561.57   (f) ADJ UNCH    1 2
 EF0835
 EF0835.Superseded values are not recommended for survey control.
 EF0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0835.See file dsdata.txt to determine how the superseded data were derived.
 EF0835
 EF0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD990304(NAD 83)
 EF0835_MARKER: Z = SEE DESCRIPTION
 EF0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0835_STAMPING: 3 T 5S R5W U S TVA
 EF0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0835+STABILITY: SURFACE MOTION
 EF0835
 EF0835  HISTORY     - Date     Condition        Report By
 EF0835  HISTORY     - UNK      MONUMENTED       TVA
 EF0835  HISTORY     - 1944     GOOD             NGS
 EF0835  HISTORY     - 1962     MARK NOT FOUND   TVA
 EF0835  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0835
 EF0835                          STATION DESCRIPTION
 EF0835
 EF0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF0835'1.5 MI W FROM DECATUR.
 EF0835'ABOUT 1.5 MILES WESTERLY ALONG THE SOUTHERN RAILWAY FROM THE UNION
 EF0835'STATION AT DECATUR, 51.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EF0835'RAILROAD BRIDGE NO. 364.6, 33.0 FEET SOUTH OF AND ABOUT 3 FEET BELOW
 EF0835'THE CENTER LINE OF THE RAILROAD, AND ON THE RIGHT-OF-WAY FENCE LINE,
 EF0835'AND IS A T.V.A. SQUARE PLATE IN THE TOP OF A CONCRETE POST.
 EF0835
 EF0835                          STATION RECOVERY (1962)
 EF0835
 EF0835'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1962
 EF0835'MARK NOT FOUND.
 EF0835
 EF0835                          STATION RECOVERY (1982)
 EF0835
 EF0835'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0835'NOT RECOVERED.  ACCESSIBLE ONLY BY RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1680 ***********************************************************************
 EF1680  DESIGNATION -  30 1
 EF1680  PID         -  EF1680
 EF1680  STATE/COUNTY-  AL/FRANKLIN
 EF1680  USGS QUAD   -  PHIL CAMPBELL (1946)
 EF1680
 EF1680                         *CURRENT SURVEY CONTROL
 EF1680  ___________________________________________________________________
 EF1680* NAD 83(1992)-  34 18 48.73879(N)    087 38 21.25018(W)     ADJUSTED  
 EF1680* NAVD 88     -       288.3    (meters)     946.     (feet)  VERTCON   
 EF1680  ___________________________________________________________________
 EF1680  X           -     217,241.510 (meters)                     COMP
 EF1680  Y           -  -5,269,471.226 (meters)                     COMP
 EF1680  Z           -   3,575,374.129 (meters)                     COMP
 EF1680  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 EF1680  ELLIP HEIGHT-         261.74  (meters)          (07/29/02) GPS OBS
 EF1680  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 EF1680
 EF1680  HORZ ORDER  -  FIRST
 EF1680  ELLP ORDER  -  FOURTH    CLASS I
 EF1680
 EF1680.The horizontal coordinates were established by GPS observations
 EF1680.and adjusted by the National Geodetic Survey in December 1992..
 EF1680
 EF1680.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1680.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1680
 EF1680.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1680
 EF1680.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1680
 EF1680.The ellipsoidal height was determined by GPS observations
 EF1680.and is referenced to NAD 83.
 EF1680
 EF1680.The geoid height was determined by GEOID03.
 EF1680
 EF1680;                    North         East     Units Scale Factor Converg.
 EF1680;SPC AL W     -   478,304.267   587,185.000   MT  0.99993536   -0 04 42.6
 EF1680;UTM  16      - 3,797,106.356   441,185.251   MT  0.99964264   -0 21 37.3
 EF1680
 EF1680!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1680!SPC AL W     -   0.99995891  x   0.99993536  =   0.99989428
 EF1680!UTM  16      -   0.99995891  x   0.99964264  =   0.99960157
 EF1680
 EF1680|---------------------------------------------------------------------|
 EF1680| PID    Reference Object                     Distance      Geod. Az  |
 EF1680|                                                           dddmmss.s |
 EF1680| EF1681 30 2                                370.054 METERS 02156     |
 EF1680|---------------------------------------------------------------------|
 EF1680
 EF1680                          SUPERSEDED SURVEY CONTROL
 EF1680
 EF1680  ELLIP H (12/04/92)  261.77   (m)                       GP(       ) 4 1
 EF1680  NAD 83(1992)-  34 18 48.74686(N)    087 38 21.24880(W) AD(       ) 1
 EF1680  NGVD 29 (12/04/92)  288.2    (m)          946.     (f) GPS OBS        
 EF1680
 EF1680.Superseded values are not recommended for survey control.
 EF1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1680.See file dsdata.txt to determine how the superseded data were derived.
 EF1680
 EF1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4118597106(NAD 83)
 EF1680_MARKER: DD = SURVEY DISK
 EF1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1680_SP_SET: CONCRETE POST
 EF1680_STAMPING: 30 - 1 1990
 EF1680_MARK LOGO: ALHD  
 EF1680_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1680+STABILITY: SURFACE MOTION
 EF1680_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1680+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1680
 EF1680  HISTORY     - Date     Condition        Report By
 EF1680  HISTORY     - 1990     MONUMENTED       ALHD
 EF1680
 EF1680                          STATION DESCRIPTION
 EF1680
 EF1680'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1680'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE EAST RIGHT OF WAY OF
 EF1680'FRANKLIN COUNTY ROAD NO. 7, ABOUT 7.40 KM (4.60 MI) SOUTHEAST OF PHIL
 EF1680'CAMPBELL AND ABOUT 23.01 KM (14.30 MI) SOUTH - SOUTHEAST OF
 EF1680'RUSSELLVILLE.
 EF1680'TO REACH THE STATION FROM THE JUNCTION OF ALA 5, ALA 13 AND ALA 237 IN
 EF1680'PHIL CAMPBELL, DRIVE NORTH ON ALA 5 AND 13 0.64 KM (0.40 MI) TO
 EF1680'COUNTY ROAD NO. 81 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD NO. 81 AND
 EF1680'DRIVE EAST 0.08 KM (0.05 MI) TO A T INTERSECTION WITH A CITY STREET,
 EF1680'TURN LEFT ON COUNTY ROAD NO 81 AND DRIVE NORTH 0.48 KM (0.30 MI) TO A
 EF1680'Y INTERSECTION WITH COUNTY ROAD NO. 63, BEAR RIGHT ON COUNTY ROAD NO.
 EF1680'81 AND DRIVE EAST 0.48 KM (0.30 MI) TO A Y INTERSECTION WITH HYDE
 EF1680'ROAD, BEAR RIGHT ON HYDE ROAD AND DRIVE EAST 1.05 KM (0.65 MI) TO A T
 EF1680'INTERSECTION WITH COUNTY ROAD NO. 81, TRAPPTOWN ROAD, TURN RIGHT ON
 EF1680'COUNTY ROAD NO. 81 AND DRIVE SOUTHEAST 1.77 KM (1.10 MI) TO A Y
 EF1680'INTERSECTION WITH COUNTY ROAD NO. 71, BEAR RIGHT ON COUNTY ROAD NO.
 EF1680'71 AND DRIVE SOUTHEAST 3.54 KM (2.20 MI) TO A T INTERSECTION WITH
 EF1680'COUNTY ROAD NO. 79, TURN RIGHT ON COUNTY ROAD NO. 79 AND DRIVE
 EF1680'SOUTHERLY 0.72 KM (0.45 MI) TO COUNTY ROAD NO. 71 ON THE LEFT,
 EF1680'CONTINUE SOUTHERLY ON COUNTY ROAD NO. 79 0.56 KM (0.35 MI) TO COUNTY
 EF1680'ROAD NO. 7 ON THE LEFT, TURN LEFT ON COUNTY ROAD NO. 7 AND DRIVE
 EF1680'SOUTH 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 EF1680'THE STATION IS 0.70 M (2.30 FT) WEST OF A  FIVE STRAND BARBED WIRE
 EF1680'FENCE ON STEEL POSTS, 0.94 M (3.08 FT) NORTHWEST OF THE NORTH ONE OF
 EF1680'TWO CROSS TIE BRACE POSTS IN THE FENCE, 9.14 M (29.99 FT) EAST OF THE
 EF1680'CENTER OF COUNTY ROAD NO. 7, 25.09 M (82.32 FT) NORTH OF A FENCE
 EF1680'JUNCTION, 28.44 M (93.31 FT) NORTH OF THE NORTH POST OF A GATE, 0.68
 EF1680'M (2.23 FT) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1680'GROUND.
 EF1680'STATION 30 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG2080 ***********************************************************************
 EG2080  DESIGNATION -  30 10
 EG2080  PID         -  EG2080
 EG2080  STATE/COUNTY-  AL/FRANKLIN
 EG2080  USGS QUAD   -  HALLTOWN (1976)
 EG2080
 EG2080                         *CURRENT SURVEY CONTROL
 EG2080  ___________________________________________________________________
 EG2080* NAD 83(1992)-  34 26 38.42058(N)    088 06 48.66349(W)     ADJUSTED  
 EG2080* NAVD 88     -       158.6    (meters)     520.     (feet)  VERTCON   
 EG2080  ___________________________________________________________________
 EG2080  X           -     173,342.501 (meters)                     COMP
 EG2080  Y           -  -5,262,813.323 (meters)                     COMP
 EG2080  Z           -   3,587,245.376 (meters)                     COMP
 EG2080  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 EG2080  ELLIP HEIGHT-         131.21  (meters)          (07/29/02) GPS OBS
 EG2080  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EG2080
 EG2080  HORZ ORDER  -  FIRST
 EG2080  ELLP ORDER  -  FOURTH    CLASS I
 EG2080
 EG2080.The horizontal coordinates were established by GPS observations
 EG2080.and adjusted by the National Geodetic Survey in December 1992..
 EG2080
 EG2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG2080
 EG2080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2080
 EG2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2080
 EG2080.The ellipsoidal height was determined by GPS observations
 EG2080.and is referenced to NAD 83.
 EG2080
 EG2080.The geoid height was determined by GEOID03.
 EG2080
 EG2080;                    North         East     Units Scale Factor Converg.
 EG2080;SPC AL W     -   492,937.881   543,620.273   MT  0.99997250   -0 20 49.3
 EG2080;UTM  16      - 3,811,950.501   397,704.829   MT  0.99972898   -0 37 47.5
 EG2080
 EG2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2080!SPC AL W     -   0.99997940  x   0.99997250  =   0.99995190
 EG2080!UTM  16      -   0.99997940  x   0.99972898  =   0.99970839
 EG2080
 EG2080                          SUPERSEDED SURVEY CONTROL
 EG2080
 EG2080  ELLIP H (12/04/92)  131.27   (m)                       GP(       ) 4 1
 EG2080  NAD 83(1992)-  34 26 38.42883(N)    088 06 48.66164(W) AD(       ) 1
 EG2080  NGVD 29 (12/04/92)  158.6    (m)          520.     (f) GPS OBS        
 EG2080
 EG2080.Superseded values are not recommended for survey control.
 EG2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2080.See file dsdata.txt to determine how the superseded data were derived.
 EG2080
 EG2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9770511951(NAD 83)
 EG2080_MARKER: DD = SURVEY DISK
 EG2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2080_SP_SET: CONCRETE POST
 EG2080_STAMPING: 30-10 1991
 EG2080_MARK LOGO: ALHD  
 EG2080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EG2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2080+STABILITY: SURFACE MOTION
 EG2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2080+SATELLITE: SATELLITE OBSERVATIONS - March 18, 2004
 EG2080
 EG2080  HISTORY     - Date     Condition        Report By
 EG2080  HISTORY     - 1991     MONUMENTED       ALHD
 EG2080  HISTORY     - 19920219 GOOD
 EG2080  HISTORY     - 20010822 GOOD             ALHD
 EG2080  HISTORY     - 20040318 GOOD             ALHD
 EG2080
 EG2080                          STATION DESCRIPTION
 EG2080
 EG2080'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EG2080'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE SOUTH RIGHT OF WAY OF
 EG2080'ALA 24, ABOUT 1.60 MI (2.57 KM) EAST OF RED BAY AND ABOUT 5.50 MI
 EG2080'(8.85 KM) NORTHWEST OF VINA.
 EG2080'TO REACH THE STATION FROM THE JUNCTION OF ALA 19 AND ALA 24 (MILE POST
 EG2080'1.75 ON ALA 24) IN RED BAY, DRIVE EAST ON ALA 24 FOR 1.35 MI
 EG2080'(2.17 KM) TO MILE POST 3.10 AND THE STATION ON THE RIGHT.
 EG2080'THE STATION IS 11.0 FT (3.4 M) NORTH-NORTHWEST OF THE NORTH BANK OF A
 EG2080'DRAINAGE DITCH, 52.0 FT (15.8 M) EAST-NORTHEAST OF THE CENTER OF A
 EG2080'GRAVEL DRIVEWAY TO A CONCRETE DAM, 66.0 FT (20.1 M) EAST-NORTHEAST OF
 EG2080'THE NORTH END OF A CONCRETE DAM IN THE DRAINAGE DITCH, 120.0 FT
 EG2080'(36.6 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ALA 24, 121.2 FT
 EG2080'(36.9 M) SOUTHEAST OF THE EAST END OF THE SOUTH METAL GUARDRAIL ALONG
 EG2080'ALA 24, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 EG2080'FLUSH WITH THE GROUND.
 EG2080'STATION 30-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EG2080
 EG2080                          STATION RECOVERY (1992)
 EG2080
 EG2080'RECOVERED 1992
 EG2080'RECOVERED IN GOOD CONDITION.
 EG2080
 EG2080                          STATION RECOVERY (2001)
 EG2080
 EG2080'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EG2080'RECOVERED IN GOOD CONDITION.
 EG2080
 EG2080                          STATION RECOVERY (2004)
 EG2080
 EG2080'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EG2080'TOP OF CONCRETE MARK SOMEWHAT BATTERED BUT IS STILL USEABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG2081 ***********************************************************************
 EG2081  DESIGNATION -  30 11
 EG2081  PID         -  EG2081
 EG2081  STATE/COUNTY-  AL/FRANKLIN
 EG2081  USGS QUAD   -  HALLTOWN (1976)
 EG2081
 EG2081                         *CURRENT SURVEY CONTROL
 EG2081  ___________________________________________________________________
 EG2081* NAD 83(1992)-  34 26 47.10964(N)    088 05 47.63119(W)     ADJUSTED  
 EG2081* NAVD 88     -       158.8    (meters)     521.     (feet)  GPS OBS   
 EG2081  ___________________________________________________________________
 EG2081  X           -     174,894.698 (meters)                     COMP
 EG2081  Y           -  -5,262,610.615 (meters)                     COMP
 EG2081  Z           -   3,587,466.300 (meters)                     COMP
 EG2081  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 EG2081  ELLIP HEIGHT-         131.42  (meters)          (08/29/05) GPS OBS
 EG2081  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EG2081
 EG2081  HORZ ORDER  -  A
 EG2081  ELLP ORDER  -  FOURTH    CLASS I
 EG2081
 EG2081.The horizontal coordinates were established by GPS observations
 EG2081.and adjusted by the National Geodetic Survey in August 2005..
 EG2081
 EG2081.The orthometric height was determined by GPS observations and a
 EG2081.high-resolution geoid model.
 EG2081
 EG2081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2081
 EG2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2081
 EG2081.The ellipsoidal height was determined by GPS observations
 EG2081.and is referenced to NAD 83.
 EG2081
 EG2081.The geoid height was determined by GEOID03.
 EG2081
 EG2081;                    North         East     Units Scale Factor Converg.
 EG2081;SPC AL W     -   493,196.308   545,179.819   MT  0.99997036   -0 20 14.8
 EG2081;UTM  16      - 3,812,201.164   399,265.250   MT  0.99972508   -0 37 13.1
 EG2081
 EG2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2081!SPC AL W     -   0.99997937  x   0.99997036  =   0.99994973
 EG2081!UTM  16      -   0.99997937  x   0.99972508  =   0.99970446
 EG2081
 EG2081                          SUPERSEDED SURVEY CONTROL
 EG2081
 EG2081  ELLIP H (07/29/02)  131.34   (m)                       GP(       ) 4 1
 EG2081  NAD 83(1992)-  34 26 47.11018(N)    088 05 47.62956(W) AD(       ) 1
 EG2081  ELLIP H (12/04/92)  131.39   (m)                       GP(       ) 4 1
 EG2081  NAD 83(1992)-  34 26 47.11850(N)    088 05 47.62769(W) AD(       ) 1
 EG2081  NGVD 29 (12/04/92)  158.7    (m)          521.     (f) GPS OBS        
 EG2081
 EG2081.Superseded values are not recommended for survey control.
 EG2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2081.See file dsdata.txt to determine how the superseded data were derived.
 EG2081
 EG2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9926512201(NAD 83)
 EG2081_MARKER: DD = SURVEY DISK
 EG2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2081_SP_SET: CONCRETE POST
 EG2081_STAMPING: 30-11 1991
 EG2081_MARK LOGO: ALHD  
 EG2081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EG2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2081+STABILITY: SURFACE MOTION
 EG2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2081+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 EG2081
 EG2081  HISTORY     - Date     Condition        Report By
 EG2081  HISTORY     - 1991     MONUMENTED       ALHD
 EG2081  HISTORY     - 19920219 GOOD
 EG2081  HISTORY     - 20010822 GOOD             ALHD
 EG2081  HISTORY     - 20040318 GOOD             ALHD
 EG2081  HISTORY     - 20040624 GOOD             MSDOT
 EG2081
 EG2081                          STATION DESCRIPTION
 EG2081
 EG2081'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EG2081'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE SOUTH RIGHT OF WAY OF
 EG2081'ALA 24, ABOUT 2.60 MI (4.18 KM) EAST OF RED BAY AND ABOUT 5.25 MI
 EG2081'(8.45 KM) NORTHWEST OF VINA.
 EG2081'TO REACH THE STATION FROM THE JUNCTION OF ALA 19 AND ALA 24 (MILE POST
 EG2081'1.75 ON ALA 24) IN RED BAY, DRIVE EAST ON ALA 24 FOR 2.30 MI
 EG2081'(3.70 KM) TO MILE POST 4.05 AND THE STATION ON THE RIGHT.
 EG2081'THE STATION IS 23.0 FT (7.0 M) NORTH-NORTHWEST OF THE NORTH BANK OF A
 EG2081'DRAINAGE DITCH, 35.0 FT (10.7 M) WEST-SOUTHWEST OF THE CENTER OF A
 EG2081'GRAVEL FIELD ROAD, 41.5 FT (12.6 M) NORTHWEST OF THE WEST END OF A
 EG2081'36-INCH CORREGATED METAL PIPE UNDER A GRAVEL FIELD ROAD, 133.6 FT
 EG2081'(40.7 M) SOUTH-SOUTHEAST OF THE CENTER LINE OF ALA 24, 144.8 FT
 EG2081'(44.1 M) SOUTHWEST OF THE WEST END OF THE SOUTH METAL GUARDRAIL ALONG
 EG2081'ALA 24, 2.0 FT (0.6 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST,
 EG2081'AND SET FLUSH WITH THE GROUND.
 EG2081'STATION 30-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EG2081
 EG2081                          STATION RECOVERY (1992)
 EG2081
 EG2081'RECOVERED 1992
 EG2081'RECOVERED IN GOOD CONDITION.
 EG2081
 EG2081                          STATION RECOVERY (2001)
 EG2081
 EG2081'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EG2081'RECOVERED IN GOOD CONDITION.
 EG2081
 EG2081                          STATION RECOVERY (2004)
 EG2081
 EG2081'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EG2081'RECOVERED IN GOOD CONDITION.
 EG2081
 EG2081                          STATION RECOVERY (2004)
 EG2081
 EG2081'RECOVERY NOTE BY MS DEPT TRANS 2004 (DRG)
 EG2081'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1754 ***********************************************************************
 EF1754  DESIGNATION -  30 12
 EF1754  PID         -  EF1754
 EF1754  STATE/COUNTY-  AL/FRANKLIN
 EF1754  USGS QUAD   -  HODGES (1949)
 EF1754
 EF1754                         *CURRENT SURVEY CONTROL
 EF1754  ___________________________________________________________________
 EF1754* NAD 83(1992)-  34 21 01.96081(N)    087 58 07.69126(W)     ADJUSTED  
 EF1754* NAVD 88     -       243.7    (meters)     800.     (feet)  VERTCON   
 EF1754  ___________________________________________________________________
 EF1754  X           -     186,844.548 (meters)                     COMP
 EF1754  Y           -  -5,268,282.480 (meters)                     COMP
 EF1754  Z           -   3,578,738.610 (meters)                     COMP
 EF1754  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 EF1754  ELLIP HEIGHT-         216.51  (meters)          (07/29/02) GPS OBS
 EF1754  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EF1754
 EF1754  HORZ ORDER  -  FIRST
 EF1754  ELLP ORDER  -  FOURTH    CLASS I
 EF1754
 EF1754.The horizontal coordinates were established by GPS observations
 EF1754.and adjusted by the National Geodetic Survey in December 1992..
 EF1754
 EF1754.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1754
 EF1754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1754
 EF1754.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1754
 EF1754.The ellipsoidal height was determined by GPS observations
 EF1754.and is referenced to NAD 83.
 EF1754
 EF1754.The geoid height was determined by GEOID03.
 EF1754
 EF1754;                    North         East     Units Scale Factor Converg.
 EF1754;SPC AL W     -   482,499.805   556,871.140   MT  0.99995625   -0 15 52.3
 EF1754;UTM  16      - 3,801,449.853   410,900.756   MT  0.99969785   -0 32 48.1
 EF1754
 EF1754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1754!SPC AL W     -   0.99996601  x   0.99995625  =   0.99992227
 EF1754!UTM  16      -   0.99996601  x   0.99969785  =   0.99966387
 EF1754
 EF1754                          SUPERSEDED SURVEY CONTROL
 EF1754
 EF1754  ELLIP H (12/04/92)  216.54   (m)                       GP(       ) 4 1
 EF1754  NAD 83(1992)-  34 21 01.96940(N)    087 58 07.68952(W) AD(       ) 1
 EF1754  NGVD 29 (12/04/92)  243.6    (m)          799.     (f) GPS OBS        
 EF1754
 EF1754.Superseded values are not recommended for survey control.
 EF1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1754.See file dsdata.txt to determine how the superseded data were derived.
 EF1754
 EF1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1090101450(NAD 83)
 EF1754_MARKER: DD = SURVEY DISK
 EF1754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1754_SP_SET: CONCRETE POST
 EF1754_STAMPING: 30-12 1991
 EF1754_MARK LOGO: ALHD  
 EF1754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1754+STABILITY: SURFACE MOTION
 EF1754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1754+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2001
 EF1754
 EF1754  HISTORY     - Date     Condition        Report By
 EF1754  HISTORY     - 1991     MONUMENTED       ALHD
 EF1754  HISTORY     - 19920225 GOOD
 EF1754  HISTORY     - 20010822 GOOD             ALHD
 EF1754  HISTORY     - 20050419 POOR             ALHD
 EF1754
 EF1754                          STATION DESCRIPTION
 EF1754
 EF1754'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1754'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE NORTHWEST RIGHT OF
 EF1754'WAY OF ALA 172, ABOUT 2.90 MI (4.67 KM) NORTHWEST OF HODGES AND ABOUT
 EF1754'5.40 MI (8.69 KM) EAST-SOUTHEAST OF VINA.
 EF1754'TO REACH THE STATION FROM THE JUNCTION OF ALA 19 AND ALA 172 (MILE
 EF1754'POST 0 ON ALA 172) ABOUT 1.6 MI (2.6 KM) SOUTHEAST OF VINA, DRIVE
 EF1754'EAST ON ALA 172 FOR 4.55 MI (7.32 KM) TO MILE POST 4.55 AND THE
 EF1754'STATION ON THE LEFT.
 EF1754'THE STATION IS 5.2 FT (1.6 M) SOUTHEAST OF A WHITE BOARD FENCE WITH
 EF1754'FOUR STRANDS OF BARBED WIRE, 50.4 FT (15.4 M) NORTHWEST OF THE CENTER
 EF1754'LINE OF ALA 172, 83.9 FT (25.6 M) WEST-SOUTHWEST OF A POWER POLE AT
 EF1754'THE EAST END OF THE WHITE BOARD FENCE, 111.0 FT (33.8 M)
 EF1754'EAST-NORTHEAST OF A JUNCTION POWER POLE AND TELEPHONE CABLE PEDESTAL
 EF1754'NO. 241 1, 4.9 FT (1.5 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS
 EF1754'POST, AND SET FLUSH WITH THE GROUND.
 EF1754'STATION 30-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1754
 EF1754                          STATION RECOVERY (1992)
 EF1754
 EF1754'RECOVERED 1992
 EF1754'RECOVERED IN GOOD CONDITION.
 EF1754
 EF1754                          STATION RECOVERY (2001)
 EF1754
 EF1754'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EF1754'RECOVERED IN GOOD CONDITION.
 EF1754
 EF1754                          STATION RECOVERY (2005)
 EF1754
 EF1754'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1754'MARK HAS BEEN TILTED SLIGHTLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1755 ***********************************************************************
 EF1755  DESIGNATION -  30 13
 EF1755  PID         -  EF1755
 EF1755  STATE/COUNTY-  AL/FRANKLIN
 EF1755  USGS QUAD   -  HODGES (1949)
 EF1755
 EF1755                         *CURRENT SURVEY CONTROL
 EF1755  ___________________________________________________________________
 EF1755* NAD 83(1992)-  34 21 10.07276(N)    087 57 47.39871(W)     ADJUSTED  
 EF1755* NAVD 88     -       244.3    (meters)     802.     (feet)  VERTCON   
 EF1755  ___________________________________________________________________
 EF1755  X           -     187,357.852 (meters)                     COMP
 EF1755  Y           -  -5,268,123.625 (meters)                     COMP
 EF1755  Z           -   3,578,945.330 (meters)                     COMP
 EF1755  LAPLACE CORR-           3.16  (seconds)                    DEFLEC99
 EF1755  ELLIP HEIGHT-         217.13  (meters)          (07/29/02) GPS OBS
 EF1755  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EF1755
 EF1755  HORZ ORDER  -  FIRST
 EF1755  ELLP ORDER  -  FOURTH    CLASS I
 EF1755
 EF1755.The horizontal coordinates were established by GPS observations
 EF1755.and adjusted by the National Geodetic Survey in December 1992..
 EF1755
 EF1755.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1755
 EF1755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1755
 EF1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1755
 EF1755.The ellipsoidal height was determined by GPS observations
 EF1755.and is referenced to NAD 83.
 EF1755
 EF1755.The geoid height was determined by GEOID03.
 EF1755
 EF1755;                    North         East     Units Scale Factor Converg.
 EF1755;SPC AL W     -   482,747.370   557,390.859   MT  0.99995570   -0 15 40.9
 EF1755;UTM  16      - 3,801,694.791   411,421.554   MT  0.99969671   -0 32 36.7
 EF1755
 EF1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1755!SPC AL W     -   0.99996592  x   0.99995570  =   0.99992162
 EF1755!UTM  16      -   0.99996592  x   0.99969671  =   0.99966264
 EF1755
 EF1755                          SUPERSEDED SURVEY CONTROL
 EF1755
 EF1755  ELLIP H (12/04/92)  217.16   (m)                       GP(       ) 4 1
 EF1755  NAD 83(1992)-  34 21 10.08133(N)    087 57 47.39698(W) AD(       ) 1
 EF1755  NGVD 29 (12/04/92)  244.2    (m)          801.     (f) GPS OBS        
 EF1755
 EF1755.Superseded values are not recommended for survey control.
 EF1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1755.See file dsdata.txt to determine how the superseded data were derived.
 EF1755
 EF1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1142201695(NAD 83)
 EF1755_MARKER: DD = SURVEY DISK
 EF1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1755_SP_SET: CONCRETE POST
 EF1755_STAMPING: 30-13 1991
 EF1755_MARK LOGO: ALHD  
 EF1755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1755+STABILITY: SURFACE MOTION
 EF1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1755+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 EF1755
 EF1755  HISTORY     - Date     Condition        Report By
 EF1755  HISTORY     - 1991     MONUMENTED       ALHD
 EF1755  HISTORY     - 19920220 GOOD
 EF1755  HISTORY     - 20010822 GOOD             ALHD
 EF1755  HISTORY     - 20050419 GOOD             ALHD
 EF1755
 EF1755                          STATION DESCRIPTION
 EF1755
 EF1755'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1755'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE SOUTHEAST RIGHT OF
 EF1755'WAY OF ALA 172, ABOUT 2.70 MI (4.35 KM) NORTHWEST OF HODGES AND ABOUT
 EF1755'5.65 MI (9.09 KM) EAST-SOUTHEAST OF VINA.
 EF1755'TO REACH THE STATION FROM THE JUNCTION OF ALA 19 AND ALA 172 (MILE
 EF1755'POST 0 ON ALA 172) ABOUT 1.6 MI (2.6 KM) SOUTHEAST OF VINA, DRIVE
 EF1755'EAST ON ALA 172 FOR 4.90 MI (7.89 KM) TO MILE POST 4.90 AND THE
 EF1755'STATION ON THE RIGHT.
 EF1755'THE STATION IS 3.1 FT (0.9 M) NORTHWEST OF A FOUR STRAND BARBED WIRE
 EF1755'FENCE ON CEDAR POSTS, 36.5 FT (11.1 M) SOUTHEAST OF THE CENTER LINE
 EF1755'OF ALA 172, 133.0 FT (40.5 M) WEST-SOUTHWEST OF THE NORTHEAST CORNER
 EF1755'OF THE PASTURE FENCE, 2.5 FT (0.8 M) NORTH-NORTHWEST OF A CARSONITE
 EF1755'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1755'STATION 30-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1755
 EF1755                          STATION RECOVERY (1992)
 EF1755
 EF1755'RECOVERED 1992
 EF1755'RECOVERED IN GOOD CONDITION.
 EF1755
 EF1755                          STATION RECOVERY (2001)
 EF1755
 EF1755'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EF1755'RECOVERED IN GOOD CONDITION.
 EF1755
 EF1755                          STATION RECOVERY (2005)
 EF1755
 EF1755'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7749 ***********************************************************************
 AA7749  DESIGNATION -  30 14
 AA7749  PID         -  AA7749
 AA7749  STATE/COUNTY-  AL/FRANKLIN
 AA7749  USGS QUAD   -  VINA (1976)
 AA7749
 AA7749                         *CURRENT SURVEY CONTROL
 AA7749  ___________________________________________________________________
 AA7749* NAD 83(1992)-  34 21 52.21949(N)    088 07 24.81818(W)     ADJUSTED  
 AA7749* NAVD 88     -       159.2    (meters)     522.     (feet)  VERTCON   
 AA7749  ___________________________________________________________________
 AA7749  X           -     172,583.201 (meters)                     COMP
 AA7749  Y           -  -5,267,824.547 (meters)                     COMP
 AA7749  Z           -   3,579,969.333 (meters)                     COMP
 AA7749  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 AA7749  ELLIP HEIGHT-         131.86  (meters)          (07/29/02) GPS OBS
 AA7749  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AA7749
 AA7749  HORZ ORDER  -  FIRST
 AA7749  ELLP ORDER  -  FOURTH    CLASS I
 AA7749
 AA7749.The horizontal coordinates were established by GPS observations
 AA7749.and adjusted by the National Geodetic Survey in August 1995..
 AA7749
 AA7749.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7749
 AA7749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7749
 AA7749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7749
 AA7749.The ellipsoidal height was determined by GPS observations
 AA7749.and is referenced to NAD 83.
 AA7749
 AA7749.The geoid height was determined by GEOID03.
 AA7749
 AA7749;                    North         East     Units Scale Factor Converg.
 AA7749;SPC AL W     -   484,124.969   542,643.123   MT  0.99997387   -0 21 07.1
 AA7749;UTM  16      - 3,803,144.654   396,684.476   MT  0.99973157   -0 38 03.3
 AA7749
 AA7749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7749!SPC AL W     -   0.99997930  x   0.99997387  =   0.99995317
 AA7749!UTM  16      -   0.99997930  x   0.99973157  =   0.99971088
 AA7749
 AA7749:                Primary Azimuth Mark                     Grid Az
 AA7749:SPC AL W     -  30 15                                    098 49 34.7
 AA7749:UTM  16      -  30 15                                    099 06 30.9
 AA7749
 AA7749|---------------------------------------------------------------------|
 AA7749| PID    Reference Object                     Distance      Geod. Az  |
 AA7749|                                                           dddmmss.s |
 AA7749| AA7750 30 15                               427.071 METERS 0982827.6 |
 AA7749|---------------------------------------------------------------------|
 AA7749
 AA7749                          SUPERSEDED SURVEY CONTROL
 AA7749
 AA7749  ELLIP H (10/10/95)  131.86   (m)                       GP(       ) 4 2
 AA7749  NGVD 29 (08/31/95)  159.2    (m)          522.     (f) GPS OBS        
 AA7749
 AA7749.Superseded values are not recommended for survey control.
 AA7749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7749.See file dsdata.txt to determine how the superseded data were derived.
 AA7749
 AA7749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9668403145(NAD 83)
 AA7749_MARKER: DD = SURVEY DISK
 AA7749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7749_STAMPING: 30-14 1994
 AA7749_MARK LOGO: ALHD  
 AA7749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7749+STABILITY: SURFACE MOTION
 AA7749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7749+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 AA7749
 AA7749  HISTORY     - Date     Condition        Report By
 AA7749  HISTORY     - 1994     MONUMENTED       ALHD
 AA7749  HISTORY     - 20010822 GOOD             ALHD
 AA7749  HISTORY     - 20050419 GOOD             ALHD
 AA7749
 AA7749                          STATION DESCRIPTION
 AA7749
 AA7749'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7749'THE STATION IS IN FRANKLIN COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7749'FRANKLIN COUNTY ROAD NO 23 ABOUT 5.25 MI (8.45 KM) SOUTH OF RED BAY
 AA7749'AND ABOUT 3.75 MI (6.03 KM) WEST OF VINA.
 AA7749' 
 AA7749'TO REACH THE STATION FROM THE JUNCTION OF AL 19 AND AL 172 EAST
 AA7749'(MILEPOST 27.10 ON AL 19 AND MILEPOST 0.00 ON AL 172) JUST EAST OF
 AA7749'VINA, DRIVE NORTHWEST ON AL 19 FOR 1.60 MI (2.57 KM) TO MILEPOST 28.70
 AA7749'AND FRANKLIN COUNTY ROAD 23 LEFT AND RIGHT. TURN LEFT ON FRANKLIN
 AA7749'COUNTY ROAD 23 AND DRIVE SOUTH AND WEST FOR 4.75 MI (7.64 KM) TO THE
 AA7749'STATION ON THE RIGHT.
 AA7749' 
 AA7749'THE STATION IS 27.3 FT (8.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 AA7749'FRANKLIN COUNTY ROAD NO 23, 43.0 FT (13.1 M) WEST-SOUTHWEST OF A
 AA7749'JUNCTION POWER POLE WITH ONE GUY WIRE AND ONE TRANSFORMER, 43.3 FT
 AA7749'(13.2 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO 90 1/2, 90.0 FT
 AA7749'(27.4 M) SOUTH-SOUTHWEST OF A POWER POLE WITH A NIGHT LIGHT IN THE
 AA7749'FRONT YARD OF A MOBILE HOME, 90.6 FT (27.6 M) WEST OF THE CENTER OF A
 AA7749'GRAVEL DRIVEWAY LEADING TO A MOBILE HOME, 113.0 FT (34.4 M) WEST OF A
 AA7749'METAL MAILBOX ON A BROWN FOUR BY FOUR WOOD POST (DAVIS 3355), 169.6 FT
 AA7749'(51.7 M) WEST OF A POWER POLE ACROSS THE ROAD, 3.4 FT (1.0 M)
 AA7749'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7749'GROUND.
 AA7749' 
 AA7749'STATION 30-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7749
 AA7749                          STATION RECOVERY (2001)
 AA7749
 AA7749'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7749'RECOVERED IN GOOD CONDITION.
 AA7749
 AA7749                          STATION RECOVERY (2005)
 AA7749
 AA7749'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7750 ***********************************************************************
 AA7750  DESIGNATION -  30 15
 AA7750  PID         -  AA7750
 AA7750  STATE/COUNTY-  AL/FRANKLIN
 AA7750  USGS QUAD   -  VINA (1976)
 AA7750
 AA7750                         *CURRENT SURVEY CONTROL
 AA7750  ___________________________________________________________________
 AA7750* NAD 83(1992)-  34 21 50.17671(N)    088 07 08.28719(W)     ADJUSTED  
 AA7750* NAVD 88     -       161.5    (meters)     530.     (feet)  VERTCON   
 AA7750  ___________________________________________________________________
 AA7750  X           -     173,006.617 (meters)                     COMP
 AA7750  Y           -  -5,267,848.115 (meters)                     COMP
 AA7750  Z           -   3,579,918.676 (meters)                     COMP
 AA7750  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AA7750  ELLIP HEIGHT-         134.17  (meters)          (07/29/02) GPS OBS
 AA7750  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AA7750
 AA7750  HORZ ORDER  -  FIRST
 AA7750  ELLP ORDER  -  FOURTH    CLASS I
 AA7750
 AA7750.The horizontal coordinates were established by GPS observations
 AA7750.and adjusted by the National Geodetic Survey in August 1995..
 AA7750
 AA7750.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7750
 AA7750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7750
 AA7750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7750
 AA7750.The ellipsoidal height was determined by GPS observations
 AA7750.and is referenced to NAD 83.
 AA7750
 AA7750.The geoid height was determined by GEOID03.
 AA7750
 AA7750;                    North         East     Units Scale Factor Converg.
 AA7750;SPC AL W     -   484,059.441   543,065.125   MT  0.99997328   -0 20 57.8
 AA7750;UTM  16      - 3,803,077.064   397,106.048   MT  0.99973050   -0 37 54.0
 AA7750
 AA7750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7750!SPC AL W     -   0.99997894  x   0.99997328  =   0.99995222
 AA7750!UTM  16      -   0.99997894  x   0.99973050  =   0.99970944
 AA7750
 AA7750:                Primary Azimuth Mark                     Grid Az
 AA7750:SPC AL W     -  30 14                                    278 49 34.8
 AA7750:UTM  16      -  30 14                                    279 06 31.0
 AA7750
 AA7750|---------------------------------------------------------------------|
 AA7750| PID    Reference Object                     Distance      Geod. Az  |
 AA7750|                                                           dddmmss.s |
 AA7750| AA7749 30 14                               427.071 METERS 2782837.0 |
 AA7750|---------------------------------------------------------------------|
 AA7750
 AA7750                          SUPERSEDED SURVEY CONTROL
 AA7750
 AA7750  ELLIP H (10/10/95)  134.16   (m)                       GP(       ) 4 2
 AA7750  NGVD 29 (08/31/95)  161.5    (m)          530.     (f) GPS OBS        
 AA7750
 AA7750.Superseded values are not recommended for survey control.
 AA7750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7750.See file dsdata.txt to determine how the superseded data were derived.
 AA7750
 AA7750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9710603077(NAD 83)
 AA7750_MARKER: DD = SURVEY DISK
 AA7750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7750_STAMPING: 30-15 1994
 AA7750_MARK LOGO: ALHD  
 AA7750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7750+STABILITY: SURFACE MOTION
 AA7750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7750+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 AA7750
 AA7750  HISTORY     - Date     Condition        Report By
 AA7750  HISTORY     - 1994     MONUMENTED       ALHD
 AA7750  HISTORY     - 20010822 GOOD             ALHD
 AA7750  HISTORY     - 20050419 GOOD             ALHD
 AA7750
 AA7750                          STATION DESCRIPTION
 AA7750
 AA7750'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7750'THE STATION IS IN FRANKLIN COUNTY ON THE EAST RIGHT OF WAY OF FRANKLIN
 AA7750'COUNTY ROAD NO 3 ABOUT 5.35 MI (8.61 KM) SOUTH OF RED BAY AND ABOUT
 AA7750'3.50 MI (5.63 KM) WEST OF VINA.
 AA7750' 
 AA7750'TO REACH THE STATION FROM THE JUNCTION OF AL 19 AND AL 172 EAST
 AA7750'(MILEPOST 27.10 ON AL 19 AND MILEPOST 0.00 ON AL 172) JUST EAST OF
 AA7750'VINA, DRIVE NORTHWEST ON AL 19 FOR 1.60 MI (2.57 KM) TO MILEPOST 28.70
 AA7750'AND FRANKLIN COUNTY ROAD NO 23 LEFT AND RIGHT. TURN LEFT ON FRANKLIN
 AA7750'COUNTY ROAD NO 23 AND DRIVE SOUTH AND WEST FOR 4.50 MI (7.24 KM) TO
 AA7750'FRANKLIN COUNTY ROAD NO 3 TO THE RIGHT. TURN RIGHT ON FRANKLIN COUNTY
 AA7750'ROAD NO 3 AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 AA7750'RIGHT.
 AA7750' 
 AA7750'THE STATION IS 4.0 FT (1.2 M) WEST OF A PROPOSED FENCELINE ON WOOD
 AA7750'POSTS, 26.6 FT (8.1 M) EAST OF THE CENTER OF FRANKLIN COUNTY ROAD NO
 AA7750'3, 119.3 FT (36.4 M) NORTH OF A FRANKLIN COUNTY ROAD NO 3 SIGN, 139.1
 AA7750'FT (42.4 M) NORTH-NORTHEAST OF A STOP SIGN ACROSS THE ROAD, 182.0 FT
 AA7750'(55.5 M) SOUTH OF A GRAPHIC RIGHT CURVE SIGN, 193.0 FT (58.8 M) SOUTH
 AA7750'OF A POWER POLE, 2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS POST AND
 AA7750'SET FLUSH WITH THE GROUND.
 AA7750' 
 AA7750'STATION 30-14 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7750
 AA7750                          STATION RECOVERY (2001)
 AA7750
 AA7750'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7750'RECOVERED IN GOOD CONDITION.
 AA7750
 AA7750                          STATION RECOVERY (2005)
 AA7750
 AA7750'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7751 ***********************************************************************
 AA7751  DESIGNATION -  30 16
 AA7751  PID         -  AA7751
 AA7751  STATE/COUNTY-  AL/FRANKLIN
 AA7751  USGS QUAD   -  HALLTOWN (1976)
 AA7751
 AA7751                         *CURRENT SURVEY CONTROL
 AA7751  ___________________________________________________________________
 AA7751* NAD 83(1992)-  34 27 32.89275(N)    088 00 16.07073(W)     ADJUSTED  
 AA7751* NAVD 88     -       173.1    (meters)     568.     (feet)  VERTCON   
 AA7751  ___________________________________________________________________
 AA7751  X           -     183,326.478 (meters)                     COMP
 AA7751  Y           -  -5,261,536.949 (meters)                     COMP
 AA7751  Z           -   3,588,637.805 (meters)                     COMP
 AA7751  LAPLACE CORR-           2.80  (seconds)                    DEFLEC99
 AA7751  ELLIP HEIGHT-         145.87  (meters)          (07/29/02) GPS OBS
 AA7751  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7751
 AA7751  HORZ ORDER  -  FIRST
 AA7751  ELLP ORDER  -  FOURTH    CLASS I
 AA7751
 AA7751.The horizontal coordinates were established by GPS observations
 AA7751.and adjusted by the National Geodetic Survey in August 1995..
 AA7751
 AA7751.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7751
 AA7751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7751
 AA7751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7751
 AA7751.The ellipsoidal height was determined by GPS observations
 AA7751.and is referenced to NAD 83.
 AA7751
 AA7751.The geoid height was determined by GEOID03.
 AA7751
 AA7751;                    North         East     Units Scale Factor Converg.
 AA7751;SPC AL W     -   494,560.998   553,650.306   MT  0.99995980   -0 17 07.6
 AA7751;UTM  16      - 3,813,523.683   407,740.252   MT  0.99970492   -0 34 06.2
 AA7751
 AA7751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7751!SPC AL W     -   0.99997710  x   0.99995980  =   0.99993690
 AA7751!UTM  16      -   0.99997710  x   0.99970492  =   0.99968203
 AA7751
 AA7751:                Primary Azimuth Mark                     Grid Az
 AA7751:SPC AL W     -  30 17                                    044 31 57.5
 AA7751:UTM  16      -  30 17                                    044 48 56.1
 AA7751
 AA7751|---------------------------------------------------------------------|
 AA7751| PID    Reference Object                     Distance      Geod. Az  |
 AA7751|                                                           dddmmss.s |
 AA7751| AA7752 30 17                               APPROX. 0.5 KM 0441449.9 |
 AA7751|---------------------------------------------------------------------|
 AA7751
 AA7751                          SUPERSEDED SURVEY CONTROL
 AA7751
 AA7751  ELLIP H (10/10/95)  145.88   (m)                       GP(       ) 4 2
 AA7751  NGVD 29 (08/31/95)  173.0    (m)          568.     (f) GPS OBS        
 AA7751
 AA7751.Superseded values are not recommended for survey control.
 AA7751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7751.See file dsdata.txt to determine how the superseded data were derived.
 AA7751
 AA7751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0774013524(NAD 83)
 AA7751_MARKER: DD = SURVEY DISK
 AA7751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7751_STAMPING: 30-16 1994
 AA7751_MARK LOGO: ALHD  
 AA7751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7751+STABILITY: SURFACE MOTION
 AA7751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7751+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2001
 AA7751
 AA7751  HISTORY     - Date     Condition        Report By
 AA7751  HISTORY     - 1994     MONUMENTED       ALHD
 AA7751  HISTORY     - 20010822 GOOD             ALHD
 AA7751
 AA7751                          STATION DESCRIPTION
 AA7751
 AA7751'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7751'THE STATION IS IN FRANKLIN COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA7751'24 ABOUT 7.90 MI (12.71 KM) EAST OF RED BAY AND ABOUT 10.00 MI (16.09
 AA7751'KM) NORTHWEST OF HODGES.
 AA7751' 
 AA7751'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 247 NORTH
 AA7751'(MILEPOST 5.35 ON AL 24 AND MILEPOST 0.00 ON AL 247) EAST OF RED BAY,
 AA7751'DRIVE EAST ON AL 24 FOR 4.20 MI (6.76 KM) TO MILEPOST 9.55 AND THE
 AA7751'STATION ON THE RIGHT ON TOP OF A TEN FOOT BACKSLOPE.
 AA7751' 
 AA7751'THE STATION IS 40.5 FT (12.3 M) SOUTHWEST OF THE CENTER OF A GRAVEL
 AA7751'DRIVEWAY LEADING TO A TIN SHOP, 44.5 FT (13.6 M) SOUTH OF THE CENTER
 AA7751'OF A CONCRETE HEADWALL AT THE SOUTHWEST END OF A TWENTY-INCH DRAINAGE
 AA7751'PIPE UNDER A GRAVEL DRIVEWAY, 61.0 FT (18.6 M) SOUTH OF THE CENTER OF
 AA7751'A CONCRETE HEADWALL AT THE NORTHEAST END OF A TWENTY-INCH DRAINAGE
 AA7751'PIPE UNDER A GRAVEL DRIVEWAY, 2.1 FT (0.6 M) NORTHWEST OF A CARSONITE
 AA7751'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7751' 
 AA7751'STATION 30-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7751
 AA7751                          STATION RECOVERY (2001)
 AA7751
 AA7751'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7752 ***********************************************************************
 AA7752  DESIGNATION -  30 17
 AA7752  PID         -  AA7752
 AA7752  STATE/COUNTY-  AL/FRANKLIN
 AA7752  USGS QUAD   -  HALLTOWN (1976)
 AA7752
 AA7752                         *CURRENT SURVEY CONTROL
 AA7752  ___________________________________________________________________
 AA7752* NAD 83(1992)-  34 27 45.51665(N)    088 00 01.22454(W)     ADJUSTED  
 AA7752* NAVD 88     -       184.2    (meters)     604.     (feet)  VERTCON   
 AA7752  ___________________________________________________________________
 AA7752  X           -     183,697.823 (meters)                     COMP
 AA7752  Y           -  -5,261,312.939 (meters)                     COMP
 AA7752  Z           -   3,588,964.847 (meters)                     COMP
 AA7752  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AA7752  ELLIP HEIGHT-         157.01  (meters)          (07/29/02) GPS OBS
 AA7752  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AA7752
 AA7752  HORZ ORDER  -  FIRST
 AA7752  ELLP ORDER  -  FOURTH    CLASS I
 AA7752
 AA7752.The horizontal coordinates were established by GPS observations
 AA7752.and adjusted by the National Geodetic Survey in August 1995..
 AA7752
 AA7752.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7752
 AA7752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7752
 AA7752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7752
 AA7752.The ellipsoidal height was determined by GPS observations
 AA7752.and is referenced to NAD 83.
 AA7752
 AA7752.The geoid height was determined by GEOID03.
 AA7752
 AA7752;                    North         East     Units Scale Factor Converg.
 AA7752;SPC AL W     -   494,948.092   554,031.136   MT  0.99995937   -0 16 59.3
 AA7752;UTM  16      - 3,813,908.793   408,122.891   MT  0.99970405   -0 33 58.0
 AA7752
 AA7752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7752!SPC AL W     -   0.99997535  x   0.99995937  =   0.99993472
 AA7752!UTM  16      -   0.99997535  x   0.99970405  =   0.99967941
 AA7752
 AA7752:                Primary Azimuth Mark                     Grid Az
 AA7752:SPC AL W     -  30 16                                    224 31 57.6
 AA7752:UTM  16      -  30 16                                    224 48 56.3
 AA7752
 AA7752|---------------------------------------------------------------------|
 AA7752| PID    Reference Object                     Distance      Geod. Az  |
 AA7752|                                                           dddmmss.s |
 AA7752| AA7751 30 16                               APPROX. 0.5 KM 2241458.3 |
 AA7752|---------------------------------------------------------------------|
 AA7752
 AA7752                          SUPERSEDED SURVEY CONTROL
 AA7752
 AA7752  ELLIP H (10/10/95)  157.03   (m)                       GP(       ) 4 2
 AA7752  NGVD 29 (08/31/95)  184.2    (m)          604.     (f) GPS OBS        
 AA7752
 AA7752.Superseded values are not recommended for survey control.
 AA7752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7752.See file dsdata.txt to determine how the superseded data were derived.
 AA7752
 AA7752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0812313909(NAD 83)
 AA7752_MARKER: DD = SURVEY DISK
 AA7752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7752_STAMPING: 30-17 1994
 AA7752_MARK LOGO: ALHD  
 AA7752_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7752+STABILITY: SURFACE MOTION
 AA7752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7752+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2001
 AA7752
 AA7752  HISTORY     - Date     Condition        Report By
 AA7752  HISTORY     - 1994     MONUMENTED       ALHD
 AA7752  HISTORY     - 20010822 GOOD             ALHD
 AA7752
 AA7752                          STATION DESCRIPTION
 AA7752
 AA7752'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7752'THE STATION IS IN FRANKLIN COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA7752'24 ABOUT 8.20 MI (13.20 KM) EAST OF RED BAY AND ABOUT 10.10 MI (16.25
 AA7752'KM) NORTHWEST OF HODGES.
 AA7752' 
 AA7752'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 247 NORTH
 AA7752'(MILEPOST 5.35 ON AL 24 AND MILEPOST 0.00 ON AL 247) EAST OF RED BAY,
 AA7752'DRIVE EAST ON AL 24 FOR 4.55 MI (7.32 KM) TO MILEPOST 9.90 AND THE
 AA7752'STATION ON THE RIGHT.
 AA7752' 
 AA7752'THE STATION IS 61.4 FT (18.7 M) SOUTHEAST OF THE CENTERLINE OF AL 24,
 AA7752'105.0 FT (32.0 M) EAST-SOUTHEAST OF A WATCH FOR ICE ON BRIDGE SIGN
 AA7752'ACROSS AL 24, 237.4 FT (72.4 M) WEST-SOUTHWEST OF THE SOUTHWEST POST
 AA7752'OF A ROAD CLOSED SIGN, 242.6 FT (73.9 M) WEST-SOUTHWEST OF A FRANKLIN
 AA7752'COUNTY ROAD NO 224 SIGN, 257.6 FT (78.5 M) SOUTHWEST OF THE CENTERLINE
 AA7752'OF FRANKLIN COUNTY ROAD NO 224, 2.4 FT (0.7 M) NORTHWEST OF A
 AA7752'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7752' 
 AA7752'STATION 30-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7752
 AA7752                          STATION RECOVERY (2001)
 AA7752
 AA7752'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7753 ***********************************************************************
 AA7753  DESIGNATION -  30 18
 AA7753  PID         -  AA7753
 AA7753  STATE/COUNTY-  AL/FRANKLIN
 AA7753  USGS QUAD   -  PLEASANT SITE (1985)
 AA7753
 AA7753                         *CURRENT SURVEY CONTROL
 AA7753  ___________________________________________________________________
 AA7753* NAD 83(1992)-  34 33 16.59502(N)    088 06 24.81594(W)     ADJUSTED  
 AA7753* NAVD 88     -       158.6    (meters)     520.     (feet)  VERTCON   
 AA7753  ___________________________________________________________________
 AA7753  X           -     173,721.393 (meters)                     COMP
 AA7753  Y           -  -5,255,847.619 (meters)                     COMP
 AA7753  Z           -   3,597,357.320 (meters)                     COMP
 AA7753  LAPLACE CORR-           1.76  (seconds)                    DEFLEC99
 AA7753  ELLIP HEIGHT-         131.33  (meters)          (07/29/02) GPS OBS
 AA7753  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA7753
 AA7753  HORZ ORDER  -  FIRST
 AA7753  ELLP ORDER  -  FOURTH    CLASS I
 AA7753
 AA7753.The horizontal coordinates were established by GPS observations
 AA7753.and adjusted by the National Geodetic Survey in August 1995..
 AA7753
 AA7753.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7753.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7753
 AA7753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7753
 AA7753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7753
 AA7753.The ellipsoidal height was determined by GPS observations
 AA7753.and is referenced to NAD 83.
 AA7753
 AA7753.The geoid height was determined by GEOID03.
 AA7753
 AA7753;                    North         East     Units Scale Factor Converg.
 AA7753;SPC AL W     -   505,203.107   544,302.638   MT  0.99997156   -0 20 39.2
 AA7753;UTM  16      - 3,824,209.211   398,447.637   MT  0.99972711   -0 37 40.3
 AA7753
 AA7753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7753!SPC AL W     -   0.99997938  x   0.99997156  =   0.99995095
 AA7753!UTM  16      -   0.99997938  x   0.99972711  =   0.99970650
 AA7753
 AA7753:                Primary Azimuth Mark                     Grid Az
 AA7753:SPC AL W     -  30 19                                    090 11 30.5
 AA7753:UTM  16      -  30 19                                    090 28 31.6
 AA7753
 AA7753|---------------------------------------------------------------------|
 AA7753| PID    Reference Object                     Distance      Geod. Az  |
 AA7753|                                                           dddmmss.s |
 AA7753| AA7754 30 19                               429.231 METERS 0895051.3 |
 AA7753|---------------------------------------------------------------------|
 AA7753
 AA7753                          SUPERSEDED SURVEY CONTROL
 AA7753
 AA7753  ELLIP H (10/10/95)  131.35   (m)                       GP(       ) 4 2
 AA7753  NGVD 29 (08/31/95)  158.6    (m)          520.     (f) GPS OBS        
 AA7753
 AA7753.Superseded values are not recommended for survey control.
 AA7753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7753.See file dsdata.txt to determine how the superseded data were derived.
 AA7753
 AA7753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9844824209(NAD 83)
 AA7753_MARKER: DD = SURVEY DISK
 AA7753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7753_STAMPING: 30-18 1994
 AA7753_MARK LOGO: ALHD  
 AA7753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7753+STABILITY: SURFACE MOTION
 AA7753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7753+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7753
 AA7753  HISTORY     - Date     Condition        Report By
 AA7753  HISTORY     - 1994     MONUMENTED       ALHD
 AA7753
 AA7753                          STATION DESCRIPTION
 AA7753
 AA7753'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7753'THE STATION IS IN FRANKLIN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7753'FRANKLIN COUNTY ROAD NO 15 ABOUT 8.00 MI (12.87 KM) NORTH OF RED BAY
 AA7753'AND ABOUT 21.70 MI (34.92 KM) WEST OF RUSSELLVILLE.
 AA7753' 
 AA7753'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 19 SOUTH
 AA7753'(MILEPOST 1.77 ON AL 24 AND MILEPOST 35.97 ON AL 19) IN RED BAY, DRIVE
 AA7753'WEST ON AL 24 FOR 0.35 MI (0.56 KM) TO MILEPOST 1.40 AND FRANKLIN
 AA7753'COUNTY ROAD NO 11 LEFT AND RIGHT. TURN RIGHT ON FRANKLIN COUNTY ROAD
 AA7753'NO 11 AND DRIVE NORTH FOR 10.45 MI (16.82 KM) TO FRANKLIN COUNTY ROAD
 AA7753'NO 15 TO THE RIGHT. TURN RIGHT ON FRANKLIN COUNTY ROAD NO 15 AND DRIVE
 AA7753'EAST FOR 0.30 MI (0.48 KM) TO THE STATION ON THE RIGHT.
 AA7753' 
 AA7753'THE STATION IS 22.3 FT (6.8 M) SOUTH OF THE CENTERLINE OF FRANKLIN
 AA7753'COUNTY ROAD NO 15, 40.7 FT (12.4 M) WEST OF A STABILIZER POWER POLE
 AA7753'WITH ONE GUY WIRE, 74.8 FT (22.8 M) SOUTHWEST OF A JUNCTION POWER AND
 AA7753'CABLE POLE ACROSS THE ROAD WITH ONE TRANSFORMER AND ONE GUY WIRE
 AA7753'ATTACHED TO A STABILIZER POLE, 2.1 FT (0.6 M) NORTH OF A CARSONITE
 AA7753'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7753' 
 AA7753'STATION 30-19 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7754 ***********************************************************************
 AA7754  DESIGNATION -  30 19
 AA7754  PID         -  AA7754
 AA7754  STATE/COUNTY-  AL/FRANKLIN
 AA7754  USGS QUAD   -  PLEASANT SITE (1985)
 AA7754
 AA7754                         *CURRENT SURVEY CONTROL
 AA7754  ___________________________________________________________________
 AA7754* NAD 83(1992)-  34 33 16.63175(N)    088 06 07.97975(W)     ADJUSTED  
 AA7754* NAVD 88     -       159.6    (meters)     524.     (feet)  VERTCON   
 AA7754  ___________________________________________________________________
 AA7754  X           -     174,150.403 (meters)                     COMP
 AA7754  Y           -  -5,255,833.628 (meters)                     COMP
 AA7754  Z           -   3,597,358.837 (meters)                     COMP
 AA7754  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 AA7754  ELLIP HEIGHT-         132.36  (meters)          (07/29/02) GPS OBS
 AA7754  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AA7754
 AA7754  HORZ ORDER  -  FIRST
 AA7754  ELLP ORDER  -  FOURTH    CLASS I
 AA7754
 AA7754.The horizontal coordinates were established by GPS observations
 AA7754.and adjusted by the National Geodetic Survey in August 1995..
 AA7754
 AA7754.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7754
 AA7754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7754
 AA7754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7754
 AA7754.The ellipsoidal height was determined by GPS observations
 AA7754.and is referenced to NAD 83.
 AA7754
 AA7754.The geoid height was determined by GEOID03.
 AA7754
 AA7754;                    North         East     Units Scale Factor Converg.
 AA7754;SPC AL W     -   505,201.670   544,731.854   MT  0.99997097   -0 20 29.7
 AA7754;UTM  16      - 3,824,205.650   398,876.736   MT  0.99972604   -0 37 30.8
 AA7754
 AA7754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7754!SPC AL W     -   0.99997922  x   0.99997097  =   0.99995019
 AA7754!UTM  16      -   0.99997922  x   0.99972604  =   0.99970527
 AA7754
 AA7754:                Primary Azimuth Mark                     Grid Az
 AA7754:SPC AL W     -  30 18                                    270 11 30.6
 AA7754:UTM  16      -  30 18                                    270 28 31.7
 AA7754
 AA7754|---------------------------------------------------------------------|
 AA7754| PID    Reference Object                     Distance      Geod. Az  |
 AA7754|                                                           dddmmss.s |
 AA7754| AA7753 30 18                               429.231 METERS 2695100.9 |
 AA7754|---------------------------------------------------------------------|
 AA7754
 AA7754                          SUPERSEDED SURVEY CONTROL
 AA7754
 AA7754  ELLIP H (10/10/95)  132.38   (m)                       GP(       ) 4 2
 AA7754  NGVD 29 (08/31/95)  159.6    (m)          524.     (f) GPS OBS        
 AA7754
 AA7754.Superseded values are not recommended for survey control.
 AA7754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7754.See file dsdata.txt to determine how the superseded data were derived.
 AA7754
 AA7754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD9887724206(NAD 83)
 AA7754_MARKER: DD = SURVEY DISK
 AA7754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7754_STAMPING: 30-19 1994
 AA7754_MARK LOGO: ALHD  
 AA7754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7754+STABILITY: SURFACE MOTION
 AA7754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7754+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2001
 AA7754
 AA7754  HISTORY     - Date     Condition        Report By
 AA7754  HISTORY     - 1994     MONUMENTED       ALHD
 AA7754  HISTORY     - 20010822 GOOD             ALHD
 AA7754
 AA7754                          STATION DESCRIPTION
 AA7754
 AA7754'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7754'THE STATION IS IN FRANKLIN COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7754'FRANKLIN COUNTY ROAD NO 15 ABOUT 8.15 MI (13.12 KM) NORTH OF RED BAY
 AA7754'AND ABOUT 21.45 MI (34.52 KM) WEST OF RUSSELLVILLE.
 AA7754' 
 AA7754'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 19 SOUTH
 AA7754'(MILEPOST 1.77 ON AL 24 AND MILEPOST 35.97 ON AL 19) IN RED BAY, DRIVE
 AA7754'WEST ON AL 24 FOR 0.35 MI (0.56 KM) TO MILEPOST 1.40 AND FRANKLIN
 AA7754'COUNTY ROAD NO 11 LEFT AND RIGHT. TURN RIGHT ON FRANKLIN COUNTY ROAD
 AA7754'NO 11 AND DRIVE NORTH FOR 10.45 MI (16.82 KM) TO FRANKLIN COUNTY ROAD
 AA7754'NO 15 TO THE RIGHT. TURN RIGHT ON FRANKLIN COUNTY ROAD NO 15 AND DRIVE
 AA7754'EAST FOR 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT.
 AA7754' 
 AA7754'THE STATION IS 17.3 FT (5.3 M) SOUTH OF A POWER POLE, 21.6 FT (6.6 M)
 AA7754'NORTH OF THE CENTERLINE OF FRANKLIN COUNTY ROAD NO 15, 3.1 FT (0.9 M)
 AA7754'SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7754' 
 AA7754'STATION 30-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7754
 AA7754                          STATION RECOVERY (2001)
 AA7754
 AA7754'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1681 ***********************************************************************
 EF1681  DESIGNATION -  30 2
 EF1681  PID         -  EF1681
 EF1681  STATE/COUNTY-  AL/FRANKLIN
 EF1681  USGS QUAD   -  PHIL CAMPBELL (1946)
 EF1681
 EF1681                         *CURRENT SURVEY CONTROL
 EF1681  ___________________________________________________________________
 EF1681* NAD 83(1992)-  34 18 59.87872(N)    087 38 15.84282(W)     ADJUSTED  
 EF1681* NAVD 88     -       289.2    (meters)     949.     (feet)  VERTCON   
 EF1681  ___________________________________________________________________
 EF1681  X           -     217,371.709 (meters)                     COMP
 EF1681  Y           -  -5,269,272.968 (meters)                     COMP
 EF1681  Z           -   3,575,658.196 (meters)                     COMP
 EF1681  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 EF1681  ELLIP HEIGHT-         262.70  (meters)          (07/29/02) GPS OBS
 EF1681  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 EF1681
 EF1681  HORZ ORDER  -  FIRST
 EF1681  ELLP ORDER  -  FOURTH    CLASS I
 EF1681
 EF1681.The horizontal coordinates were established by GPS observations
 EF1681.and adjusted by the National Geodetic Survey in December 1992..
 EF1681
 EF1681.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1681.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1681
 EF1681.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1681
 EF1681.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1681
 EF1681.The ellipsoidal height was determined by GPS observations
 EF1681.and is referenced to NAD 83.
 EF1681
 EF1681.The geoid height was determined by GEOID03.
 EF1681
 EF1681;                    North         East     Units Scale Factor Converg.
 EF1681;SPC AL W     -   478,647.315   587,323.711   MT  0.99993531   -0 04 39.5
 EF1681;UTM  16      - 3,797,448.617   441,325.606   MT  0.99964243   -0 21 34.4
 EF1681
 EF1681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1681!SPC AL W     -   0.99995876  x   0.99993531  =   0.99989408
 EF1681!UTM  16      -   0.99995876  x   0.99964243  =   0.99960121
 EF1681
 EF1681|---------------------------------------------------------------------|
 EF1681| PID    Reference Object                     Distance      Geod. Az  |
 EF1681|                                                           dddmmss.s |
 EF1681| EF1680 30 1                                370.054 METERS 20156     |
 EF1681|---------------------------------------------------------------------|
 EF1681
 EF1681                          SUPERSEDED SURVEY CONTROL
 EF1681
 EF1681  ELLIP H (12/04/92)  262.74   (m)                       GP(       ) 4 1
 EF1681  NAD 83(1992)-  34 18 59.88679(N)    087 38 15.84144(W) AD(       ) 1
 EF1681  NGVD 29 (12/04/92)  289.2    (m)          949.     (f) GPS OBS        
 EF1681
 EF1681.Superseded values are not recommended for survey control.
 EF1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1681.See file dsdata.txt to determine how the superseded data were derived.
 EF1681
 EF1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4132697449(NAD 83)
 EF1681_MARKER: DD = SURVEY DISK
 EF1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1681_SP_SET: CONCRETE POST
 EF1681_STAMPING: 30 - 2 1990
 EF1681_MARK LOGO: ALHD  
 EF1681_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1681+STABILITY: SURFACE MOTION
 EF1681_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1681+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1681
 EF1681  HISTORY     - Date     Condition        Report By
 EF1681  HISTORY     - 1990     MONUMENTED       ALHD
 EF1681
 EF1681                          STATION DESCRIPTION
 EF1681
 EF1681'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1681'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1681'FRANKLIN COUNTY ROAD NO. 79, ABOUT 7.40 KM (4.60 MI) SOUTHEAST OF
 EF1681'PHIL CAMPBELL AND ABOUT 22.69 KM (14.10 MI) SOUTH - SOUTHEAST OF
 EF1681'RUSSELLVILLE.
 EF1681'TO REACH THE STATION FROM THE JUNCTION OF ALA 5, ALA 13 AND ALA 237 IN
 EF1681'PHIL CAMPBELL, DRIVE NORTH ON ALA 5 13 0.64 KM (0.40 MI) TO COUNTY
 EF1681'ROAD NO. 81 ON THE RIGHT, TURN RIGHT ON COUNTY ROAD NO. 81 AND DRIVE
 EF1681'EAST 0.08 KM (0.05 MI) TO A T INTERSECTION WITH A CITY STREET, TURN
 EF1681'LEFT ON COUNTY ROAD NO 81 AND DRIVE NORTH 0.48 KM (0.30 MI) TO A Y
 EF1681'INTERSECTION WITH COUNTY ROAD NO. 63, BEAR RIGHT ON COUNTY ROAD NO.
 EF1681'81 AND DRIVE EAST 0.48 KM (0.30 MI) TO A Y INTERSECTION WITH HYDE
 EF1681'ROAD, BEAR RIGHT ON HYDE ROAD AND DRIVE EAST 1.05 KM (0.65 MI) TO A T
 EF1681'INTERSECTION WITH COUNTY ROAD NO. 81, TRAPPTOWN ROAD, TURN RIGHT ON
 EF1681'COUNTY ROAD NO. 81 AND DRIVE SOUTHEAST 1.77 KM (1.10 MI) TO A Y
 EF1681'INTERSECTION WITH COUNTY ROAD NO. 71, BEAR RIGHT ON COUNTY ROOAD NO.
 EF1681'71 AND DRIVE SOUTHEAST 3.54 KM (2.20 MI) TO A T INTERSECTION WITH
 EF1681'COUNTY ROAD NO. 79, TURN RIGHT ON COUNTY ROAD NO. 79 AND DRIVE
 EF1681'SOUTHERLY 0.72 KM (0.45 MI) TO COUNTY ROAD NO. 71 ON THE LEFT,
 EF1681'CONTINUE SOUTHERLY ON COUNTY ROAD NO. 79 0.40 KM (0.25 MI) TO THE
 EF1681'STATION ON THE LEFT.
 EF1681'THE STATION IS 6.10 M (20.01 FT) SOUTH - SOUTHEAST OF THE CENTER OF
 EF1681'COUNTY ROAD NO. 79, 22.83 M (74.90 FT) SOUTHWEST OF TELEPHONE CABLE
 EF1681'PEDISTAL NO. 155 2 ACROSS COUNTY ROAD NO. 79, 23.32 M (76.51 FT)
 EF1681'SOUTHWEST OF A CROSS TIE FENCE CORNER POST ACROSS COUNTY ROAD NO. 79,
 EF1681'25.94 M (85.10 FT) WEST - SOUTHWEST OF A TRANSFORMER POWER POLE,
 EF1681'27.28 M (89.50 FT) WEST - SOUTHWEST OF THE NORTHWEST CORNER OF AN
 EF1681'ABANDONED WHITE CONCRETE BLOCK STORE BUILDING, 0.80 M (2.62 FT) NORTH
 EF1681'- NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1681'GROUND.
 EF1681'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EF1681'MR. CARL AARON
 EF1681'ROUTE 1, BOX 116
 EF1681'PHIL CAMPBELL, ALABAMA 35581
 EF1681'PHONE 205 - 993 - 5684.
 EF1681'STATION 30 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7755 ***********************************************************************
 AA7755  DESIGNATION -  30 20
 AA7755  PID         -  AA7755
 AA7755  STATE/COUNTY-  AL/FRANKLIN
 AA7755  USGS QUAD   -  PLEASANT GROVE (1988)
 AA7755
 AA7755                         *CURRENT SURVEY CONTROL
 AA7755  ___________________________________________________________________
 AA7755* NAD 83(1992)-  34 31 08.94252(N)    087 53 22.99343(W)     ADJUSTED  
 AA7755* NAVD 88     -       177.6    (meters)     583.     (feet)  VERTCON   
 AA7755  ___________________________________________________________________
 AA7755  X           -     193,724.476 (meters)                     COMP
 AA7755  Y           -  -5,257,395.915 (meters)                     COMP
 AA7755  Z           -   3,594,127.904 (meters)                     COMP
 AA7755  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AA7755  ELLIP HEIGHT-         150.66  (meters)          (07/29/02) GPS OBS
 AA7755  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AA7755
 AA7755  HORZ ORDER  -  FIRST
 AA7755  ELLP ORDER  -  FOURTH    CLASS I
 AA7755
 AA7755.The horizontal coordinates were established by GPS observations
 AA7755.and adjusted by the National Geodetic Survey in August 1995..
 AA7755
 AA7755.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7755
 AA7755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7755
 AA7755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7755
 AA7755.The ellipsoidal height was determined by GPS observations
 AA7755.and is referenced to NAD 83.
 AA7755
 AA7755.The geoid height was determined by GEOID03.
 AA7755
 AA7755;                    North         East     Units Scale Factor Converg.
 AA7755;SPC AL W     -   501,171.470   564,218.559   MT  0.99994911   -0 13 15.1
 AA7755;UTM  16      - 3,820,080.135   418,338.278   MT  0.99968220   -0 30 15.2
 AA7755
 AA7755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7755!SPC AL W     -   0.99997635  x   0.99994911  =   0.99992546
 AA7755!UTM  16      -   0.99997635  x   0.99968220  =   0.99965856
 AA7755
 AA7755:                Primary Azimuth Mark                     Grid Az
 AA7755:SPC AL W     -  30 21                                    020 49 39.4
 AA7755:UTM  16      -  30 21                                    021 06 39.5
 AA7755
 AA7755|---------------------------------------------------------------------|
 AA7755| PID    Reference Object                     Distance      Geod. Az  |
 AA7755|                                                           dddmmss.s |
 AA7755| AA7756 30 21                               451.057 METERS 0203624.3 |
 AA7755|---------------------------------------------------------------------|
 AA7755
 AA7755                          SUPERSEDED SURVEY CONTROL
 AA7755
 AA7755  ELLIP H (10/10/95)  150.68   (m)                       GP(       ) 4 2
 AA7755  NGVD 29 (08/31/95)  177.6    (m)          583.     (f) GPS OBS        
 AA7755
 AA7755.Superseded values are not recommended for survey control.
 AA7755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7755.See file dsdata.txt to determine how the superseded data were derived.
 AA7755
 AA7755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1833820080(NAD 83)
 AA7755_MARKER: DD = SURVEY DISK
 AA7755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7755_STAMPING: 30-20 1994
 AA7755_MARK LOGO: ALHD  
 AA7755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7755+STABILITY: SURFACE MOTION
 AA7755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7755+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7755
 AA7755  HISTORY     - Date     Condition        Report By
 AA7755  HISTORY     - 1994     MONUMENTED       ALHD
 AA7755
 AA7755                          STATION DESCRIPTION
 AA7755
 AA7755'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7755'THE STATION IS IN FRANKLIN COUNTY ABOUT 9.15 MI (14.73 KM) WEST OF
 AA7755'RUSSELLVILLE AND ABOUT 15.50 MI (24.94 KM) NORTHWEST OF PHIL
 AA7755'CAMPBELL.
 AA7755' 
 AA7755'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 24 (MILEPOST
 AA7755'300.35 ON U.S. 43 AND MILEPOST 26.43 ON AL 24) IN RUSSELLVILLE, DRIVE
 AA7755'WEST ON AL 24 FOR 8.15 MI (13.12 KM) TO MILEPOST 18.30 AND AL 187 LEFT
 AA7755'AND RIGHT. TURN RIGHT ON AL 187 AND DRIVE NORTH FOR 0.05 MI (0.08 KM)
 AA7755'TO FRANKLIN COUNTY ROAD NO 524 LEFT AND RIGHT. TURN RIGHT ON FRANKLIN
 AA7755'COUNTY ROAD NO 524 AND DRIVE EAST FOR 0.10 MI (0.16 KM) TO FRANKLIN
 AA7755'COUNTY ROAD NO 49 LEFT. TURN LEFT ON FRANKLIN COUNTY ROAD NO 49 AND
 AA7755'DRIVE NORTH FOR 3.45 MI (5.55 KM) TO A GRAVEL DRIVE LEFT LEADING TO A
 AA7755'BOAT DOCK. TURN LEFT ON THE GRAVEL DRIVE AND DRIVE NORTHWEST AND
 AA7755'NORTHEAST FOR 0.10 MI (0.16 KM) TO THE BOAT DOCK AND THE STATION ON
 AA7755'THE LEFT.
 AA7755' 
 AA7755'THE STATION IS 50.0 FT (15.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AA7755'CONCRETE BOAT RAMP, 65.1 FT (19.8 M) WEST-SOUTHWEST OF THE SOUTHWEST
 AA7755'END OF A BOAT PIER, 76.4 FT (23.3 M) WEST OF A NIGHT LIGHT POLE, 81.0
 AA7755'FT (24.7 M) NORTHWEST OF A CONCRETE TRASH CONTAINER, 2.3 FT (0.7 M)
 AA7755'SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7755' 
 AA7755'STATION 30-21 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7756 ***********************************************************************
 AA7756  DESIGNATION -  30 21
 AA7756  PID         -  AA7756
 AA7756  STATE/COUNTY-  AL/FRANKLIN
 AA7756  USGS QUAD   -  PLEASANT GROVE (1988)
 AA7756
 AA7756                         *CURRENT SURVEY CONTROL
 AA7756  ___________________________________________________________________
 AA7756* NAD 83(1992)-  34 31 22.64377(N)    087 53 16.76893(W)     ADJUSTED  
 AA7756* NAVD 88     -       185.0    (meters)     607.     (feet)  VERTCON   
 AA7756  ___________________________________________________________________
 AA7756  X           -     193,874.534 (meters)                     COMP
 AA7756  Y           -  -5,257,156.988 (meters)                     COMP
 AA7756  Z           -   3,594,479.916 (meters)                     COMP
 AA7756  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AA7756  ELLIP HEIGHT-         157.98  (meters)          (07/29/02) GPS OBS
 AA7756  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AA7756
 AA7756  HORZ ORDER  -  FIRST
 AA7756  ELLP ORDER  -  FOURTH    CLASS I
 AA7756
 AA7756.The horizontal coordinates were established by GPS observations
 AA7756.and adjusted by the National Geodetic Survey in August 1995..
 AA7756
 AA7756.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7756
 AA7756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7756
 AA7756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7756
 AA7756.The ellipsoidal height was determined by GPS observations
 AA7756.and is referenced to NAD 83.
 AA7756
 AA7756.The geoid height was determined by GEOID03.
 AA7756
 AA7756;                    North         East     Units Scale Factor Converg.
 AA7756;SPC AL W     -   501,593.031   564,378.927   MT  0.99994897   -0 13 11.6
 AA7756;UTM  16      - 3,820,500.785   418,500.686   MT  0.99968187   -0 30 11.8
 AA7756
 AA7756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7756!SPC AL W     -   0.99997520  x   0.99994897  =   0.99992417
 AA7756!UTM  16      -   0.99997520  x   0.99968187  =   0.99965708
 AA7756
 AA7756:                Primary Azimuth Mark                     Grid Az
 AA7756:SPC AL W     -  30 20                                    200 49 39.5
 AA7756:UTM  16      -  30 20                                    201 06 39.7
 AA7756
 AA7756|---------------------------------------------------------------------|
 AA7756| PID    Reference Object                     Distance      Geod. Az  |
 AA7756|                                                           dddmmss.s |
 AA7756| AA7755 30 20                               451.057 METERS 2003627.9 |
 AA7756|---------------------------------------------------------------------|
 AA7756
 AA7756                          SUPERSEDED SURVEY CONTROL
 AA7756
 AA7756  ELLIP H (10/10/95)  158.00   (m)                       GP(       ) 4 2
 AA7756  NGVD 29 (08/31/95)  184.9    (m)          607.     (f) GPS OBS        
 AA7756
 AA7756.Superseded values are not recommended for survey control.
 AA7756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7756.See file dsdata.txt to determine how the superseded data were derived.
 AA7756
 AA7756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1850120501(NAD 83)
 AA7756_MARKER: DD = SURVEY DISK
 AA7756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7756_STAMPING: 30-21 1994
 AA7756_MARK LOGO: ALHD  
 AA7756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7756+STABILITY: SURFACE MOTION
 AA7756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7756+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7756
 AA7756  HISTORY     - Date     Condition        Report By
 AA7756  HISTORY     - 1994     MONUMENTED       ALHD
 AA7756
 AA7756                          STATION DESCRIPTION
 AA7756
 AA7756'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7756'THE STATION IS IN FRANKLIN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7756'FRANKLIN COUNTY ROAD NO 33 ABOUT 9.15 MI (14.73 KM) WEST OF
 AA7756'RUSSELLVILLE AND ABOUT 15.65 MI (25.19 KM) NORTHWEST OF PHIL
 AA7756'CAMPBELL.
 AA7756' 
 AA7756'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 24 (MILEPOST
 AA7756'300.35 ON U.S. 43 AND MILEPOST 26.43 ON AL 24) IN RUSSELLVILLE, DRIVE
 AA7756'WEST ON AL 24 FOR 8.15 MI (13.12 KM) TO MILEPOST 18.30 AND AL 187 LEFT
 AA7756'AND RIGHT. TURN RIGHT ON AL 187 AND DRIVE NORTH FOR 0.05 MI (0.08 KM)
 AA7756'TO FRANKLIN COUNTY ROAD NO 524 LEFT AND RIGHT. TURN RIGHT ON FRANKLIN
 AA7756'COUNTY ROAD NO 524 AND DRIVE EAST FOR 0.10 MI (0.16 KM) TO FRANKLIN
 AA7756'COUNTY ROAD NO 49 LEFT. TURN LEFT ON FRANKLIN COUNTY ROAD NO 49 AND
 AA7756'DRIVE NORTH FOR 3.90 MI (6.28 KM) TO A CROSSROADS WITH FRANKLIN COUNTY
 AA7756'ROAD NO 33 LEFT, GRAVEL COUNTY ROAD NO 49 STRAIGHT AHEAD, AND AN
 AA7756'UNMARKED GRAVEL ROAD RIGHT. TURN LEFT ON FRANKLIN COUNTY ROAD NO 33
 AA7756'AND DRIVE WEST FOR 0.20 MI (0.32 KM) TO THE STATION ON THE LEFT.
 AA7756' 
 AA7756'THE STATION IS 37.8 FT (11.5 M) SOUTH OF THE CENTERLINE OF FRANKLIN
 AA7756'COUNTY ROAD NO 33, 91.5 FT (27.9 M) SOUTH-SOUTHEAST OF A POWER POLE
 AA7756'WITH ONE GUY WIRE ACROSS THE ROAD, 253.0 FT (77.1 M) WEST OF THE
 AA7756'CENTER OF A GRAVEL DRIVEWAY LEADING TO A LAKE, 315.0 FT (96.0 M) WEST
 AA7756'OF AN ANGLE POWER POLE WITH TWO GUY WIRES, 2.7 FT (0.8 M)
 AA7756'NORTH-NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7756'GROUND.
 AA7756' 
 AA7756'STATION 30-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7757 ***********************************************************************
 AA7757  DESIGNATION -  30 22
 AA7757  PID         -  AA7757
 AA7757  STATE/COUNTY-  AL/FRANKLIN
 AA7757  USGS QUAD   -  GUINN CROSS ROADS (1946)
 AA7757
 AA7757                         *CURRENT SURVEY CONTROL
 AA7757  ___________________________________________________________________
 AA7757* NAD 83(1992)-  34 26 37.16094(N)    087 52 59.87811(W)     ADJUSTED  
 AA7757* NAVD 88     -       272.4    (meters)     894.     (feet)  VERTCON   
 AA7757  ___________________________________________________________________
 AA7757  X           -     194,491.661 (meters)                     COMP
 AA7757  Y           -  -5,262,190.427 (meters)                     COMP
 AA7757  Z           -   3,587,277.980 (meters)                     COMP
 AA7757  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 AA7757  ELLIP HEIGHT-         245.45  (meters)          (07/29/02) GPS OBS
 AA7757  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AA7757
 AA7757  HORZ ORDER  -  FIRST
 AA7757  ELLP ORDER  -  FOURTH    CLASS I
 AA7757
 AA7757.The horizontal coordinates were established by GPS observations
 AA7757.and adjusted by the National Geodetic Survey in August 1995..
 AA7757
 AA7757.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7757
 AA7757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7757
 AA7757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7757
 AA7757.The ellipsoidal height was determined by GPS observations
 AA7757.and is referenced to NAD 83.
 AA7757
 AA7757.The geoid height was determined by GEOID03.
 AA7757
 AA7757;                    North         East     Units Scale Factor Converg.
 AA7757;SPC AL W     -   492,794.976   564,776.370   MT  0.99994862   -0 13 00.5
 AA7757;UTM  16      - 3,811,703.226   418,854.557   MT  0.99968116   -0 29 58.6
 AA7757
 AA7757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7757!SPC AL W     -   0.99996147  x   0.99994862  =   0.99991009
 AA7757!UTM  16      -   0.99996147  x   0.99968116  =   0.99964264
 AA7757
 AA7757:                Primary Azimuth Mark                     Grid Az
 AA7757:SPC AL W     -  30 23                                    311 00 10.4
 AA7757:UTM  16      -  30 23                                    311 17 08.5
 AA7757
 AA7757|---------------------------------------------------------------------|
 AA7757| PID    Reference Object                     Distance      Geod. Az  |
 AA7757|                                                           dddmmss.s |
 AA7757| AA7758 30 23                               498.229 METERS 3104709.9 |
 AA7757|---------------------------------------------------------------------|
 AA7757
 AA7757                          SUPERSEDED SURVEY CONTROL
 AA7757
 AA7757  ELLIP H (10/10/95)  245.47   (m)                       GP(       ) 4 2
 AA7757  NGVD 29 (08/31/95)  272.4    (m)          894.     (f) GPS OBS        
 AA7757
 AA7757.Superseded values are not recommended for survey control.
 AA7757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7757.See file dsdata.txt to determine how the superseded data were derived.
 AA7757
 AA7757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1885511703(NAD 83)
 AA7757_MARKER: DD = SURVEY DISK
 AA7757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7757_STAMPING: 30-22 1994
 AA7757_MARK LOGO: ALHD  
 AA7757_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7757+STABILITY: SURFACE MOTION
 AA7757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7757+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 AA7757
 AA7757  HISTORY     - Date     Condition        Report By
 AA7757  HISTORY     - 1994     MONUMENTED       ALHD
 AA7757  HISTORY     - 20010905 GOOD             ALHD
 AA7757
 AA7757                          STATION DESCRIPTION
 AA7757
 AA7757'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7757'THE STATION IS IN FRANKLIN COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA7757'FRANKLIN COUNTY ROAD NO 52 ABOUT 9.80 MI (15.77 KM) SOUTHWEST OF
 AA7757'RUSSELLVILLE AND ABOUT 14.65 MI (23.58 KM) EAST OF RED BAY.
 AA7757' 
 AA7757'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 24 (MILEPOST
 AA7757'300.35 ON U.S. 43 AND MILEPOST 26.43 ON AL 24) IN RUSSELLVILLE, DRIVE
 AA7757'WEST ON AL 24 FOR 8.15 MI (13.12 KM) TO MILEPOST 18.30 AND AL 187 LEFT
 AA7757'AND RIGHT. TURN LEFT ON AL 187 AND DRIVE SOUTH FOR 3.05 MI (4.91 KM)
 AA7757'TO MILEPOST 20.00 AND FRANKLIN COUNTY ROAD 52 LEFT AND RIGHT. TURN
 AA7757'RIGHT ON FRANKLIN COUNTY ROAD 52 AND DRIVE WEST FOR 0.85 MI (1.37 KM)
 AA7757'TO A REVERSE T-INTERSECTION WITH FRANKLIN COUNTY ROAD NO 52 TO THE
 AA7757'RIGHT AND FRANKLIN COUNTY ROAD NO 27 STRAIGHT AHEAD. TURN RIGHT ON
 AA7757'FRANKLIN COUNTY ROAD NO 52 AND DRIVE NORTH AND NORTHWEST FOR 0.30 MI
 AA7757'(0.48 KM) TO THE STATION ON THE RIGHT.
 AA7757' 
 AA7757'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A HOG WIRE FENCE WITH TWO
 AA7757'STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 22.6 FT (6.9 M) NORTHEAST OF
 AA7757'THE CENTERLINE OF FRANKLIN COUNTY ROAD NO 52, 30.8 FT (9.4 M)
 AA7757'SOUTHEAST OF A CABLE POLE, 31.4 FT (9.6 M) SOUTHEAST OF TELEPHONE
 AA7757'CABLE PEDESTAL NO 17, 38.5 FT (11.7 M) SOUTH-SOUTHEAST OF THE SOUTH
 AA7757'POST AT A CATTLE GAP, 54.0 FT (16.5 M) SOUTH-SOUTHEAST OF THE NORTH
 AA7757'POST AT A CATTLE GAP, 71.0 FT (21.6 M) SOUTHEAST OF THE CENTER OF A
 AA7757'GRAVEL DRIVEWAY LEADING TO A TIN BARN, 3.3 FT (1.0 M) SOUTHWEST OF A
 AA7757'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7757' 
 AA7757'STATION 30-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7757
 AA7757                          STATION RECOVERY (2001)
 AA7757
 AA7757'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7758 ***********************************************************************
 AA7758  DESIGNATION -  30 23
 AA7758  PID         -  AA7758
 AA7758  STATE/COUNTY-  AL/FRANKLIN
 AA7758  USGS QUAD   -  GUINN CROSS ROADS (1946)
 AA7758
 AA7758                         *CURRENT SURVEY CONTROL
 AA7758  ___________________________________________________________________
 AA7758* NAD 83(1992)-  34 26 47.72282(N)    087 53 14.65583(W)     ADJUSTED  
 AA7758* NAVD 88     -       272.1    (meters)     893.     (feet)  VERTCON   
 AA7758  ___________________________________________________________________
 AA7758  X           -     194,107.858 (meters)                     COMP
 AA7758  Y           -  -5,262,020.120 (meters)                     COMP
 AA7758  Z           -   3,587,546.200 (meters)                     COMP
 AA7758  LAPLACE CORR-           3.35  (seconds)                    DEFLEC99
 AA7758  ELLIP HEIGHT-         245.13  (meters)          (07/29/02) GPS OBS
 AA7758  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AA7758
 AA7758  HORZ ORDER  -  FIRST
 AA7758  ELLP ORDER  -  FOURTH    CLASS I
 AA7758
 AA7758.The horizontal coordinates were established by GPS observations
 AA7758.and adjusted by the National Geodetic Survey in August 1995..
 AA7758
 AA7758.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7758
 AA7758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7758
 AA7758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7758
 AA7758.The ellipsoidal height was determined by GPS observations
 AA7758.and is referenced to NAD 83.
 AA7758
 AA7758.The geoid height was determined by GEOID03.
 AA7758
 AA7758;                    North         East     Units Scale Factor Converg.
 AA7758;SPC AL W     -   493,121.846   564,400.387   MT  0.99994895   -0 13 08.9
 AA7758;UTM  16      - 3,812,031.860   418,480.292   MT  0.99968191   -0 30 07.1
 AA7758
 AA7758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7758!SPC AL W     -   0.99996152  x   0.99994895  =   0.99991047
 AA7758!UTM  16      -   0.99996152  x   0.99968191  =   0.99964344
 AA7758
 AA7758:                Primary Azimuth Mark                     Grid Az
 AA7758:SPC AL W     -  30 22                                    131 00 10.4
 AA7758:UTM  16      -  30 22                                    131 17 08.6
 AA7758
 AA7758|---------------------------------------------------------------------|
 AA7758| PID    Reference Object                     Distance      Geod. Az  |
 AA7758|                                                           dddmmss.s |
 AA7758| AA7757 30 22                               498.229 METERS 1304701.5 |
 AA7758|---------------------------------------------------------------------|
 AA7758
 AA7758                          SUPERSEDED SURVEY CONTROL
 AA7758
 AA7758  ELLIP H (10/10/95)  245.14   (m)                       GP(       ) 4 2
 AA7758  NGVD 29 (08/31/95)  272.0    (m)          892.     (f) GPS OBS        
 AA7758
 AA7758.Superseded values are not recommended for survey control.
 AA7758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7758.See file dsdata.txt to determine how the superseded data were derived.
 AA7758
 AA7758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1848012032(NAD 83)
 AA7758_MARKER: DD = SURVEY DISK
 AA7758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7758_STAMPING: 30-23 1994
 AA7758_MARK LOGO: ALHD  
 AA7758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7758+STABILITY: SURFACE MOTION
 AA7758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7758+SATELLITE: SATELLITE OBSERVATIONS - September 05, 2001
 AA7758
 AA7758  HISTORY     - Date     Condition        Report By
 AA7758  HISTORY     - 1994     MONUMENTED       ALHD
 AA7758  HISTORY     - 20010905 GOOD             ALHD
 AA7758
 AA7758                          STATION DESCRIPTION
 AA7758
 AA7758'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7758'THE STATION IS IN FRANKLIN COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA7758'FRANKLIN COUNTY ROAD NO 52 ABOUT 9.95 MI (16.01 KM) SOUTHWEST OF
 AA7758'RUSSELLVILLE AND ABOUT 14.40 MI (23.17 KM) EAST OF RED BAY.
 AA7758' 
 AA7758'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 24 (MILEPOST
 AA7758'300.35 ON U.S. 43 AND MILEPOST 26.43 ON AL 24) IN RUSSELLVILLE, DRIVE
 AA7758'WEST ON AL 24 FOR 8.15 MI (13.12 KM) TO MILEPOST 18.30 AND AL 187 LEFT
 AA7758'AND RIGHT. TURN LEFT ON AL 187 AND DRIVE SOUTH 3.05 MI (4.91 KM) TO
 AA7758'MILEPOST 20.00 AND FRANKLIN COUNTY ROAD NO 52 LEFT AND RIGHT. TURN
 AA7758'RIGHT ON FRANKLIN COUNTY ROAD NO 52 AND DRIVE WEST FOR 0.85 MI (1.37
 AA7758'KM) TO A REVERSE T-INTERSECTION WITH FRANKLIN COUNTY ROAD NO 52 TO THE
 AA7758'RIGHT AND FRANKLIN COUNTY ROAD NO 27 STRAIGHT AHEAD. TURN RIGHT ON
 AA7758'FRANKLIN COUNTY ROAD NO 52 AND DRIVE NORTH AND NORTHWEST FOR 0.65 MI
 AA7758'(1.05 KM) TO THE STATION ON THE RIGHT ACROSS THE ROAD FROM THREE BLUE
 AA7758'CHICKEN HOUSES.
 AA7758' 
 AA7758'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A HOG WIRE FENCE ON OLD
 AA7758'WOOD POSTS, 21.3 FT (6.5 M) NORTHEAST OF THE CENTERLINE OF FRANKLIN
 AA7758'COUNTY ROAD NO 52, 29.4 FT (9.0 M) SOUTH-SOUTHEAST OF A TELEPHONE
 AA7758'CABLE PEDESTAL, 117.7 FT (35.9 M) EAST-NORTHEAST OF THE NORTHEAST
 AA7758'CORNER OF CHICKEN HOUSE NO 2 ACROSS THE ROAD, 126.0 FT (38.4 M)
 AA7758'NORTHEAST OF THE SOUTHEAST CORNER OF CHICKEN HOUSE NO 2 ACROSS THE
 AA7758'ROAD, 3.5 FT (1.1 M) SOUTHWEST OF A CARSONITE WITNESS POST AND SET
 AA7758'FLUSH WITH THE GROUND.
 AA7758' 
 AA7758'STATION 30-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7758
 AA7758                          STATION RECOVERY (2001)
 AA7758
 AA7758'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7759 ***********************************************************************
 AA7759  DESIGNATION -  30 24
 AA7759  PID         -  AA7759
 AA7759  STATE/COUNTY-  AL/FRANKLIN
 AA7759  USGS QUAD   -  HACKLEBURG (1946)
 AA7759
 AA7759                         *CURRENT SURVEY CONTROL
 AA7759  ___________________________________________________________________
 AA7759* NAD 83(1992)-  34 22 00.02001(N)    087 51 04.11523(W)     ADJUSTED  
 AA7759* NAVD 88     -       276.5    (meters)     907.     (feet)  VERTCON   
 AA7759  ___________________________________________________________________
 AA7759  X           -     197,626.018 (meters)                     COMP
 AA7759  Y           -  -5,266,906.014 (meters)                     COMP
 AA7759  Z           -   3,580,234.230 (meters)                     COMP
 AA7759  LAPLACE CORR-           3.42  (seconds)                    DEFLEC99
 AA7759  ELLIP HEIGHT-         249.64  (meters)          (07/29/02) GPS OBS
 AA7759  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AA7759
 AA7759  HORZ ORDER  -  FIRST
 AA7759  ELLP ORDER  -  FOURTH    CLASS I
 AA7759
 AA7759.The horizontal coordinates were established by GPS observations
 AA7759.and adjusted by the National Geodetic Survey in August 1995..
 AA7759
 AA7759.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7759
 AA7759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7759
 AA7759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7759
 AA7759.The ellipsoidal height was determined by GPS observations
 AA7759.and is referenced to NAD 83.
 AA7759
 AA7759.The geoid height was determined by GEOID03.
 AA7759
 AA7759;                    North         East     Units Scale Factor Converg.
 AA7759;SPC AL W     -   484,245.006   567,701.848   MT  0.99994619   -0 11 53.6
 AA7759;UTM  16      - 3,803,141.238   421,737.061   MT  0.99967550   -0 28 49.7
 AA7759
 AA7759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7759!SPC AL W     -   0.99996081  x   0.99994619  =   0.99990701
 AA7759!UTM  16      -   0.99996081  x   0.99967550  =   0.99963633
 AA7759
 AA7759:                Primary Azimuth Mark                     Grid Az
 AA7759:SPC AL W     -  30 25                                    053 14 42.4
 AA7759:UTM  16      -  30 25                                    053 31 38.5
 AA7759
 AA7759|---------------------------------------------------------------------|
 AA7759| PID    Reference Object                     Distance      Geod. Az  |
 AA7759|                                                           dddmmss.s |
 AA7759| AA7760 30 25                               418.167 METERS 0530248.8 |
 AA7759|---------------------------------------------------------------------|
 AA7759
 AA7759                          SUPERSEDED SURVEY CONTROL
 AA7759
 AA7759  ELLIP H (10/10/95)  249.65   (m)                       GP(       ) 4 2
 AA7759  NGVD 29 (08/31/95)  276.5    (m)          907.     (f) GPS OBS        
 AA7759
 AA7759.Superseded values are not recommended for survey control.
 AA7759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7759.See file dsdata.txt to determine how the superseded data were derived.
 AA7759
 AA7759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2173703141(NAD 83)
 AA7759_MARKER: DD = SURVEY DISK
 AA7759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7759_STAMPING: 30-24 1994
 AA7759_MARK LOGO: ALHD  
 AA7759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7759+STABILITY: SURFACE MOTION
 AA7759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7759+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7759
 AA7759  HISTORY     - Date     Condition        Report By
 AA7759  HISTORY     - 1994     MONUMENTED       ALHD
 AA7759
 AA7759                          STATION DESCRIPTION
 AA7759
 AA7759'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7759'THE STATION IS IN FRANKLIN COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 AA7759'FRANKLIN COUNTY ROAD NO 47 ABOUT 8.30 MI (13.36 KM) WEST OF PHIL
 AA7759'CAMPBELL AND ABOUT 5.00 MI (8.05 KM) NORTHEAST OF HODGES.
 AA7759' 
 AA7759'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 24 (MILEPOST
 AA7759'300.35 ON U.S. 43 AND MILEPOST 26.43 ON AL 24) IN RUSSELLVILLE, DRIVE
 AA7759'WEST ON AL 24 FOR 8.15 MI (13.12 KM) TO MILEPOST 18.30 AND AL 187 LEFT
 AA7759'AND RIGHT. TURN LEFT ON AL 187 AND DRIVE SOUTH FOR 7.30 MI (11.75 KM)
 AA7759'TO MILEPOST 15.75 AND FRANKLIN COUNTY ROAD NO 16 LEFT. TURN LEFT ON
 AA7759'FRANKLIN COUNTY ROAD NO 16 AND DRIVE SOUTHEAST FOR 1.40 MI (2.25 KM)
 AA7759'TO FRANKLIN COUNTY ROAD NO 47 RIGHT. TURN RIGHT ON FRANKLIN COUNTY
 AA7759'ROAD NO 47 AND DRIVE SOUTHWEST FOR 0.40 MI (0.64 KM) TO THE STATION ON
 AA7759'THE RIGHT.
 AA7759' 
 AA7759'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE
 AA7759'FENCE ON RUSTY METAL POSTS WITH WHITE TOPS, 26.0 FT (7.9 M) NORTHWEST
 AA7759'OF THE CENTER OF FRANKLIN COUNTY ROAD NO 47, 123.0 FT (37.5 M)
 AA7759'WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD,
 AA7759'161.8 FT (49.3 M) SOUTHWEST OF A POWER POLE, 3.0 FT (0.9 M) SOUTHEAST
 AA7759'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7759' 
 AA7759'STATION 30-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7760 ***********************************************************************
 AA7760  DESIGNATION -  30 25
 AA7760  PID         -  AA7760
 AA7760  STATE/COUNTY-  AL/FRANKLIN
 AA7760  USGS QUAD   -  HACKLEBURG (1946)
 AA7760
 AA7760                         *CURRENT SURVEY CONTROL
 AA7760  ___________________________________________________________________
 AA7760* NAD 83(1992)-  34 22 08.17809(N)    087 50 51.03669(W)     ADJUSTED  
 AA7760* NAVD 88     -       277.7    (meters)     911.     (feet)  VERTCON   
 AA7760  ___________________________________________________________________
 AA7760  X           -     197,954.679 (meters)                     COMP
 AA7760  Y           -  -5,266,752.594 (meters)                     COMP
 AA7760  Z           -   3,580,442.372 (meters)                     COMP
 AA7760  LAPLACE CORR-           3.41  (seconds)                    DEFLEC99
 AA7760  ELLIP HEIGHT-         250.77  (meters)          (07/29/02) GPS OBS
 AA7760  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 AA7760
 AA7760  HORZ ORDER  -  FIRST
 AA7760  ELLP ORDER  -  FOURTH    CLASS I
 AA7760
 AA7760.The horizontal coordinates were established by GPS observations
 AA7760.and adjusted by the National Geodetic Survey in August 1995..
 AA7760
 AA7760.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7760
 AA7760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7760
 AA7760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7760
 AA7760.The ellipsoidal height was determined by GPS observations
 AA7760.and is referenced to NAD 83.
 AA7760
 AA7760.The geoid height was determined by GEOID03.
 AA7760
 AA7760;                    North         East     Units Scale Factor Converg.
 AA7760;SPC AL W     -   484,495.221   568,036.867   MT  0.99994592   -0 11 46.2
 AA7760;UTM  16      - 3,803,389.732   422,073.218   MT  0.99967485   -0 28 42.5
 AA7760
 AA7760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7760!SPC AL W     -   0.99996064  x   0.99994592  =   0.99990656
 AA7760!UTM  16      -   0.99996064  x   0.99967485  =   0.99963550
 AA7760
 AA7760:                Primary Azimuth Mark                     Grid Az
 AA7760:SPC AL W     -  30 24                                    233 14 42.4
 AA7760:UTM  16      -  30 24                                    233 31 38.7
 AA7760
 AA7760|---------------------------------------------------------------------|
 AA7760| PID    Reference Object                     Distance      Geod. Az  |
 AA7760|                                                           dddmmss.s |
 AA7760| AA7759 30 24                               418.167 METERS 2330256.2 |
 AA7760|---------------------------------------------------------------------|
 AA7760
 AA7760                          SUPERSEDED SURVEY CONTROL
 AA7760
 AA7760  ELLIP H (10/10/95)  250.78   (m)                       GP(       ) 4 2
 AA7760  NGVD 29 (08/31/95)  277.6    (m)          911.     (f) GPS OBS        
 AA7760
 AA7760.Superseded values are not recommended for survey control.
 AA7760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7760.See file dsdata.txt to determine how the superseded data were derived.
 AA7760
 AA7760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2207303390(NAD 83)
 AA7760_MARKER: DD = SURVEY DISK
 AA7760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7760_STAMPING: 30-25 1994
 AA7760_MARK LOGO: ALHD  
 AA7760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7760+STABILITY: SURFACE MOTION
 AA7760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7760+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7760
 AA7760  HISTORY     - Date     Condition        Report By
 AA7760  HISTORY     - 1994     MONUMENTED       ALHD
 AA7760
 AA7760                          STATION DESCRIPTION
 AA7760
 AA7760'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7760'THE STATION IS IN FRANKLIN COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA7760'FRANKLIN COUNTY ROAD NO 47 ABOUT 8.05 MI (12.95 KM) WEST OF PHIL
 AA7760'CAMPBELL AND ABOUT 5.25 MI (8.45 KM) NORTHEAST OF HODGES.
 AA7760' 
 AA7760'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 24 (MILEPOST
 AA7760'300.35 ON U.S. 43 AND MILEPOST 26.43 ON AL 24) IN RUSSELLVILLE, DRIVE
 AA7760'WEST ON AL 24 FOR 8.15 MI (13.12 KM) TO MILEPOST 18.30 AND AL 187 LEFT
 AA7760'AND RIGHT. TURN LEFT ON AL 187 AND DRIVE SOUTH FOR 7.30 MI (11.75 KM)
 AA7760'TO MILEPOST 15.75 AND FRANKLIN COUNTY ROAD NO 16 LEFT. TURN LEFT ON
 AA7760'FRANKLIN COUNTY ROAD NO 16 AND DRIVE SOUTHEAST FOR 1.40 MI (2.25 KM)
 AA7760'TO FRANKLIN COUNTY ROAD NO 47 RIGHT. TURN RIGHT ON FRANKLIN COUNTY
 AA7760'ROAD NO 47 AND DRIVE SOUTHWEST FOR 0.15 MI (0.24 KM) TO THE STATION ON
 AA7760'THE LEFT.
 AA7760' 
 AA7760'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A HOG WIRE FENCE WITH TWO
 AA7760'STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 22.0 FT (6.7 M) SOUTHEAST OF
 AA7760'THE CENTER OF FRANKLIN COUNTY ROAD NO 47, 140.2 FT (42.7 M) NORTHEAST
 AA7760'OF THE NORTHWEST FENCE CORNER OF THE HOG WIRE FENCE WITH TWO STRANDS
 AA7760'OF BARBED WIRE ON OLD WOOD POSTS, 153.0 FT (46.6 M) EAST OF TELEPHONE
 AA7760'CABLE PEDESTAL NO 66 2 ACROSS THE ROAD, 153.0 FT (46.6 M)
 AA7760'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A RED BARN WITH A TIN ROOF,
 AA7760'3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA7760'WITH THE GROUND.
 AA7760' 
 AA7760'STATION 30-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7761 ***********************************************************************
 AA7761  DESIGNATION -  30 26
 AA7761  PID         -  AA7761
 AA7761  STATE/COUNTY-  AL/FRANKLIN
 AA7761  USGS QUAD   -  ISBELL (1945)
 AA7761
 AA7761                         *CURRENT SURVEY CONTROL
 AA7761  ___________________________________________________________________
 AA7761* NAD 83(1992)-  34 29 37.05888(N)    087 47 12.57901(W)     ADJUSTED  
 AA7761* NAVD 88     -       250.5    (meters)     822.     (feet)  VERTCON   
 AA7761  ___________________________________________________________________
 AA7761  X           -     203,229.762 (meters)                     COMP
 AA7761  Y           -  -5,258,702.508 (meters)                     COMP
 AA7761  Z           -   3,591,836.034 (meters)                     COMP
 AA7761  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 AA7761  ELLIP HEIGHT-         223.73  (meters)          (07/29/02) GPS OBS
 AA7761  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AA7761
 AA7761  HORZ ORDER  -  FIRST
 AA7761  ELLP ORDER  -  FOURTH    CLASS I
 AA7761
 AA7761.The horizontal coordinates were established by GPS observations
 AA7761.and adjusted by the National Geodetic Survey in August 1995..
 AA7761
 AA7761.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7761
 AA7761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7761
 AA7761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7761
 AA7761.The ellipsoidal height was determined by GPS observations
 AA7761.and is referenced to NAD 83.
 AA7761
 AA7761.The geoid height was determined by GEOID03.
 AA7761
 AA7761;                    North         East     Units Scale Factor Converg.
 AA7761;SPC AL W     -   498,308.707   573,657.480   MT  0.99994188   -0 09 44.8
 AA7761;UTM  16      - 3,817,171.533   427,760.365   MT  0.99966432   -0 26 44.2
 AA7761
 AA7761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7761!SPC AL W     -   0.99996488  x   0.99994188  =   0.99990676
 AA7761!UTM  16      -   0.99996488  x   0.99966432  =   0.99962921
 AA7761
 AA7761                          SUPERSEDED SURVEY CONTROL
 AA7761
 AA7761  ELLIP H (10/10/95)  223.75   (m)                       GP(       ) 4 2
 AA7761  NGVD 29 (08/31/95)  250.5    (m)          822.     (f) GPS OBS        
 AA7761
 AA7761.Superseded values are not recommended for survey control.
 AA7761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7761.See file dsdata.txt to determine how the superseded data were derived.
 AA7761
 AA7761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2776017172(NAD 83)
 AA7761_MARKER: DD = SURVEY DISK
 AA7761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7761_STAMPING: 30-26 1994
 AA7761_MARK LOGO: ALHD  
 AA7761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7761+STABILITY: SURFACE MOTION
 AA7761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7761+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7761
 AA7761  HISTORY     - Date     Condition        Report By
 AA7761  HISTORY     - 1994     MONUMENTED       ALHD
 AA7761
 AA7761                          STATION DESCRIPTION
 AA7761
 AA7761'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7761'THE STATION IS IN FRANKLIN COUNTY ON THE SOUTH RIGHT OF WAY OF AL 24
 AA7761'ABOUT 3.50 MI (5.63 KM) WEST OF RUSSELLVILLE AND ABOUT 10.70 MI (17.22
 AA7761'KM) NORTH-NORTHWEST OF PHIL CAMPBELL.
 AA7761' 
 AA7761'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 24 (MILEPOST
 AA7761'300.35 ON U.S. 43 AND MILEPOST 26.43 ON AL 24) IN RUSSELLVILLE, DRIVE
 AA7761'WEST ON AL 24 FOR 3.40 MI (5.47 KM) TO MILEPOST 23.05 AND THE STATION
 AA7761'ON THE LEFT.
 AA7761' 
 AA7761'THE STATION IS 3.0 FT (0.9 M) NORTH OF THE NORTHEAST FENCE CORNER OF A
 AA7761'ONE STRAND BARBED WIRE FENCE ON GREEN METAL POSTS WITH WHITE TOPS AND
 AA7761'WOOD POSTS, 52.3 FT (15.9 M) SOUTH OF THE CENTERLINE OF AL 24, 124.0
 AA7761'FT (37.8 M) SOUTHWEST OF THE CENTER OF A PAVED DRIVEWAY ACROSS THE
 AA7761'ROAD LEADING TO A TIN BARN, 140.0 FT (42.7 M) NORTH OF A JUNCTION
 AA7761'POWER AND CABLE POLE WITH ONE TRANSFORMER AND ONE GUY WIRE, 162.0 FT
 AA7761'(49.4 M) SOUTH OF A POWER POLE WITH ONE GUY WIRE AND A NIGHT LIGHT
 AA7761'ACROSS THE ROAD, 247.0 FT (75.3 M) WEST-SOUTHWEST OF A GRAPHIC
 AA7761'CROSSROADS SIGN, 3.1 FT (0.9 M) NORTH-NORTHWEST OF A CARSONITE WITNESS
 AA7761'POST AND SET FLUSH WITH THE GROUND.
 AA7761' 
 AA7761'STATION 30-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7762 ***********************************************************************
 AA7762  DESIGNATION -  30 27
 AA7762  PID         -  AA7762
 AA7762  STATE/COUNTY-  AL/FRANKLIN
 AA7762  USGS QUAD   -  ISBELL (1945)
 AA7762
 AA7762                         *CURRENT SURVEY CONTROL
 AA7762  ___________________________________________________________________
 AA7762* NAD 83(1992)-  34 29 50.19608(N)    087 46 29.54662(W)     ADJUSTED  
 AA7762* NAVD 88     -       258.8    (meters)     849.     (feet)  VERTCON   
 AA7762  ___________________________________________________________________
 AA7762  X           -     204,318.229 (meters)                     COMP
 AA7762  Y           -  -5,258,437.749 (meters)                     COMP
 AA7762  Z           -   3,592,174.393 (meters)                     COMP
 AA7762  LAPLACE CORR-           2.58  (seconds)                    DEFLEC99
 AA7762  ELLIP HEIGHT-         232.05  (meters)          (07/29/02) GPS OBS
 AA7762  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AA7762
 AA7762  HORZ ORDER  -  FIRST
 AA7762  ELLP ORDER  -  FOURTH    CLASS I
 AA7762
 AA7762.The horizontal coordinates were established by GPS observations
 AA7762.and adjusted by the National Geodetic Survey in August 1995..
 AA7762
 AA7762.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7762
 AA7762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7762
 AA7762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7762
 AA7762.The ellipsoidal height was determined by GPS observations
 AA7762.and is referenced to NAD 83.
 AA7762
 AA7762.The geoid height was determined by GEOID03.
 AA7762
 AA7762;                    North         East     Units Scale Factor Converg.
 AA7762;SPC AL W     -   498,710.447   574,756.398   MT  0.99994119   -0 09 20.4
 AA7762;UTM  16      - 3,817,567.727   428,860.949   MT  0.99966238   -0 26 20.0
 AA7762
 AA7762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7762!SPC AL W     -   0.99996358  x   0.99994119  =   0.99990477
 AA7762!UTM  16      -   0.99996358  x   0.99966238  =   0.99962597
 AA7762
 AA7762                          SUPERSEDED SURVEY CONTROL
 AA7762
 AA7762  ELLIP H (10/10/95)  232.07   (m)                       GP(       ) 4 2
 AA7762  NGVD 29 (08/31/95)  258.8    (m)          849.     (f) GPS OBS        
 AA7762
 AA7762.Superseded values are not recommended for survey control.
 AA7762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7762.See file dsdata.txt to determine how the superseded data were derived.
 AA7762
 AA7762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2886117568(NAD 83)
 AA7762_MARKER: DD = SURVEY DISK
 AA7762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7762_STAMPING: 30-27 1994
 AA7762_MARK LOGO: ALHD  
 AA7762_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7762+STABILITY: SURFACE MOTION
 AA7762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7762+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7762
 AA7762  HISTORY     - Date     Condition        Report By
 AA7762  HISTORY     - 1994     MONUMENTED       ALHD
 AA7762
 AA7762                          STATION DESCRIPTION
 AA7762
 AA7762'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7762'THE STATION IS IN FRANKLIN COUNTY ON THE NORTH RIGHT OF WAY OF AL 24
 AA7762'ABOUT 2.70 MI (4.35 KM) WEST OF RUSSELLVILLE AND ABOUT 10.75 MI (17.30
 AA7762'KM) NORTH-NORTHWEST OF PHIL CAMPBELL.
 AA7762' 
 AA7762'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 24 (MILEPOST
 AA7762'300.35 ON U.S. 43 AND MILEPOST 26.43 ON AL 24) IN RUSSELLVILLE, DRIVE
 AA7762'WEST ON AL 24 FOR 2.65 MI (4.26 KM) TO MILEPOST 23.80 AND THE STATION
 AA7762'ON THE RIGHT IN FRONT OF A CHEVRON GAS STATION.
 AA7762' 
 AA7762'THE STATION IS 42.0 FT (12.8 M) WEST-SOUTHWEST OF THE CENTER OF THE
 AA7762'EAST ENTRANCE TO THE CHEVRON STATION, 52.7 FT (16.1 M) NORTH OF THE
 AA7762'CENTERLINE OF AL 24, 76.0 FT (23.2 M) SOUTHEAST OF THE SOUTH OF TWO
 AA7762'GAS PUMP ISLANDS, 78.0 FT (23.8 M) SOUTH OF A LARGE CHEVRON SIGN,
 AA7762'102.3 FT (31.2 M) SOUTHWEST OF A POWER AND CABLE POLE, 103.9 FT (31.7
 AA7762'M) SOUTHWEST OF A FIRE HYDRANT, 2.2 FT (0.7 M) SOUTH-SOUTHEAST OF A
 AA7762'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7762' 
 AA7762'STATION 30-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7763 ***********************************************************************
 AA7763  DESIGNATION -  30 28
 AA7763  PID         -  AA7763
 AA7763  STATE/COUNTY-  AL/FRANKLIN
 AA7763  USGS QUAD   -  PHIL CAMPBELL (1946)
 AA7763
 AA7763                         *CURRENT SURVEY CONTROL
 AA7763  ___________________________________________________________________
 AA7763* NAD 83(1992)-  34 19 04.13468(N)    087 43 45.94611(W)     ADJUSTED  
 AA7763* NAVD 88     -       300.7    (meters)     987.     (feet)  VERTCON   
 AA7763  ___________________________________________________________________
 AA7763  X           -     208,936.007 (meters)                     COMP
 AA7763  Y           -  -5,269,549.611 (meters)                     COMP
 AA7763  Z           -   3,575,772.929 (meters)                     COMP
 AA7763  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 AA7763  ELLIP HEIGHT-         274.08  (meters)          (07/29/02) GPS OBS
 AA7763  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 AA7763
 AA7763  HORZ ORDER  -  FIRST
 AA7763  ELLP ORDER  -  FOURTH    CLASS I
 AA7763
 AA7763.The horizontal coordinates were established by GPS observations
 AA7763.and adjusted by the National Geodetic Survey in August 1995..
 AA7763
 AA7763.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7763
 AA7763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7763
 AA7763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7763
 AA7763.The ellipsoidal height was determined by GPS observations
 AA7763.and is referenced to NAD 83.
 AA7763
 AA7763.The geoid height was determined by GEOID03.
 AA7763
 AA7763;                    North         East     Units Scale Factor Converg.
 AA7763;SPC AL W     -   478,793.691   578,884.858   MT  0.99993883   -0 07 45.7
 AA7763;UTM  16      - 3,797,636.457   432,890.006   MT  0.99965551   -0 24 40.5
 AA7763
 AA7763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7763!SPC AL W     -   0.99995698  x   0.99993883  =   0.99989581
 AA7763!UTM  16      -   0.99995698  x   0.99965551  =   0.99961250
 AA7763
 AA7763                          SUPERSEDED SURVEY CONTROL
 AA7763
 AA7763  ELLIP H (10/10/95)  274.08   (m)                       GP(       ) 4 2
 AA7763  NGVD 29 (08/31/95)  300.7    (m)          987.     (f) GPS OBS        
 AA7763
 AA7763.Superseded values are not recommended for survey control.
 AA7763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7763.See file dsdata.txt to determine how the superseded data were derived.
 AA7763
 AA7763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3289097636(NAD 83)
 AA7763_MARKER: DD = SURVEY DISK
 AA7763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7763_STAMPING: 30-28 1994
 AA7763_MARK LOGO: ALHD  
 AA7763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7763+STABILITY: SURFACE MOTION
 AA7763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7763+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7763
 AA7763  HISTORY     - Date     Condition        Report By
 AA7763  HISTORY     - 1994     MONUMENTED       ALHD
 AA7763
 AA7763                          STATION DESCRIPTION
 AA7763
 AA7763'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7763'THE STATION IS IN FRANKLIN COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA7763'237 ABOUT 2.70 MI (4.35 KM) SOUTH OF PHIL CAMPBELL AND ABOUT 11.20 MI
 AA7763'(18.02 KM) EAST OF HODGES.
 AA7763' 
 AA7763'TO REACH THE STATION FROM THE JUNCTION OF AL 5 AND AL 237 SOUTH
 AA7763'(MILEPOST 228.13 ON AL 5 AND MILEPOST 4.63 ON AL 237) IN PHIL
 AA7763'CAMPBELL, DRIVE SOUTHWEST ON AL 237 FOR 2.65 MI (4.26 KM) TO MILEPOST
 AA7763'2.00 AND THE STATION ON THE LEFT.
 AA7763' 
 AA7763'THE STATION IS 16.5 FT (5.0 M) SOUTHEAST OF MILEPOST TWO, 32.5 FT (9.9
 AA7763'M) SOUTHEAST OF THE CENTERLINE OF AL 237, 50.0 FT (15.2 M)
 AA7763'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS AL 237, 83.8
 AA7763'FT (25.5 M) SOUTHEAST OF A KEEP OUT / PRIVATE DRIVE SIGN ON A TEN-INCH
 AA7763'BY SIX-INCH CRAESOTE POST ACROSS AL 237, 2.2 FT (0.7 M) NORTHWEST OF A
 AA7763'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7763' 
 AA7763'STATION 30-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7764 ***********************************************************************
 AA7764  DESIGNATION -  30 29
 AA7764  PID         -  AA7764
 AA7764  STATE/COUNTY-  AL/FRANKLIN
 AA7764  USGS QUAD   -  PHIL CAMPBELL (1946)
 AA7764
 AA7764                         *CURRENT SURVEY CONTROL
 AA7764  ___________________________________________________________________
 AA7764* NAD 83(1992)-  34 19 20.43491(N)    087 43 30.82553(W)     ADJUSTED  
 AA7764* NAVD 88     -       298.6    (meters)     980.     (feet)  VERTCON   
 AA7764  ___________________________________________________________________
 AA7764  X           -     209,310.989 (meters)                     COMP
 AA7764  Y           -  -5,269,249.549 (meters)                     COMP
 AA7764  Z           -   3,576,186.567 (meters)                     COMP
 AA7764  LAPLACE CORR-           3.43  (seconds)                    DEFLEC99
 AA7764  ELLIP HEIGHT-         271.95  (meters)          (07/29/02) GPS OBS
 AA7764  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AA7764
 AA7764  HORZ ORDER  -  FIRST
 AA7764  ELLP ORDER  -  FOURTH    CLASS I
 AA7764
 AA7764.The horizontal coordinates were established by GPS observations
 AA7764.and adjusted by the National Geodetic Survey in August 1995..
 AA7764
 AA7764.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7764
 AA7764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7764
 AA7764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7764
 AA7764.The ellipsoidal height was determined by GPS observations
 AA7764.and is referenced to NAD 83.
 AA7764
 AA7764.The geoid height was determined by GEOID03.
 AA7764
 AA7764;                    North         East     Units Scale Factor Converg.
 AA7764;SPC AL W     -   479,295.060   579,272.526   MT  0.99993863   -0 07 37.2
 AA7764;UTM  16      - 3,798,135.770   433,280.026   MT  0.99965487   -0 24 32.2
 AA7764
 AA7764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7764!SPC AL W     -   0.99995731  x   0.99993863  =   0.99989594
 AA7764!UTM  16      -   0.99995731  x   0.99965487  =   0.99961220
 AA7764
 AA7764                          SUPERSEDED SURVEY CONTROL
 AA7764
 AA7764  ELLIP H (10/10/95)  271.96   (m)                       GP(       ) 4 2
 AA7764  NGVD 29 (08/31/95)  298.5    (m)          979.     (f) GPS OBS        
 AA7764
 AA7764.Superseded values are not recommended for survey control.
 AA7764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7764.See file dsdata.txt to determine how the superseded data were derived.
 AA7764
 AA7764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3328098136(NAD 83)
 AA7764_MARKER: DD = SURVEY DISK
 AA7764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7764_STAMPING: 30-29 1994
 AA7764_MARK LOGO: ALHD  
 AA7764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7764+STABILITY: SURFACE MOTION
 AA7764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7764+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2005
 AA7764
 AA7764  HISTORY     - Date     Condition        Report By
 AA7764  HISTORY     - 1994     MONUMENTED       ALHD
 AA7764  HISTORY     - 20050109 GOOD             INDIV
 AA7764
 AA7764                          STATION DESCRIPTION
 AA7764
 AA7764'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7764'THE STATION IS IN FRANKLIN COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA7764'237 ABOUT 2.30 MI (3.70 KM) SOUTH OF PHIL CAMPBELL AND ABOUT 11.40 MI
 AA7764'(18.35 KM) EAST OF HODGES.
 AA7764' 
 AA7764'TO REACH THE STATION FROM THE JUNCTION OF AL 5 AND AL 237 SOUTH
 AA7764'(MILEPOST 228.13 ON AL 5 AND MILEPOST 4.63 ON AL 237) IN PHIL
 AA7764'CAMPBELL, DRIVE SOUTHWEST ON AL 237 FOR 2.25 MI (3.62 KM) TO MILEPOST
 AA7764'2.40 AND THE STATION ON THE LEFT.
 AA7764' 
 AA7764'THE STATION IS 33.0 FT (10.1 M) SOUTHEAST OF THE CENTERLINE OF AL 237,
 AA7764'127.0 FT (38.7 M) WEST OF A POWER POLE, 128.0 FT (39.0 M) NORTHEAST OF
 AA7764'A NORTHWEST ALABAMA GAS LINE MARKER ON A METAL POST, 128.0 FT (39.0 M)
 AA7764'SOUTH-SOUTHWEST OF A PHIL CAMPBELL AND BEAR CREEK DIRECTIONAL SIGN,
 AA7764'143.8 FT (43.8 M) SOUTH-SOUTHWEST OF A NORTHWEST ALABAMA GAS LINE
 AA7764'MARKER ON A METAL POST, 2.0 FT (0.6 M) NORTHWEST OF A CARSONITE
 AA7764'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7764' 
 AA7764'STATION 30-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7764
 AA7764                          STATION RECOVERY (2005)
 AA7764
 AA7764'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RSE)
 AA7764'USUALLY UNDER WATER AND IN SOMEWHAT OF A DEPRESSION/DITCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1682 ***********************************************************************
 EF1682  DESIGNATION -  30 3
 EF1682  PID         -  EF1682
 EF1682  STATE/COUNTY-  AL/FRANKLIN
 EF1682  USGS QUAD   -  SPRUCE PINE (1945)
 EF1682
 EF1682                         *CURRENT SURVEY CONTROL
 EF1682  ___________________________________________________________________
 EF1682* NAD 83(1992)-  34 23 39.68792(N)    087 44 38.53480(W)     ADJUSTED  
 EF1682* NAVD 88     -       311.0    (meters)    1020.     (feet)  VERTCON   
 EF1682  ___________________________________________________________________
 EF1682  X           -     207,404.195 (meters)                     COMP
 EF1682  Y           -  -5,264,822.940 (meters)                     COMP
 EF1682  Z           -   3,582,788.489 (meters)                     COMP
 EF1682  LAPLACE CORR-           3.31  (seconds)                    DEFLEC99
 EF1682  ELLIP HEIGHT-         284.22  (meters)          (07/29/02) GPS OBS
 EF1682  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EF1682
 EF1682  HORZ ORDER  -  FIRST
 EF1682  ELLP ORDER  -  FOURTH    CLASS I
 EF1682
 EF1682.The horizontal coordinates were established by GPS observations
 EF1682.and adjusted by the National Geodetic Survey in December 1992..
 EF1682
 EF1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1682
 EF1682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1682
 EF1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1682
 EF1682.The ellipsoidal height was determined by GPS observations
 EF1682.and is referenced to NAD 83.
 EF1682
 EF1682.The geoid height was determined by GEOID03.
 EF1682
 EF1682;                    North         East     Units Scale Factor Converg.
 EF1682;SPC AL W     -   487,287.063   577,560.843   MT  0.99993954   -0 08 16.3
 EF1682;UTM  16      - 3,806,133.844   431,608.200   MT  0.99965765   -0 25 13.1
 EF1682
 EF1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1682!SPC AL W     -   0.99995539  x   0.99993954  =   0.99989493
 EF1682!UTM  16      -   0.99995539  x   0.99965765  =   0.99961305
 EF1682
 EF1682:                Primary Azimuth Mark                     Grid Az
 EF1682:SPC AL W     -  30 4                                     307 18 59.7
 EF1682:UTM  16      -  30 4                                     307 35 56.5
 EF1682
 EF1682|---------------------------------------------------------------------|
 EF1682| PID    Reference Object                     Distance      Geod. Az  |
 EF1682|                                                           dddmmss.s |
 EF1682| EF1683 30 4                                APPROX. 0.5 KM 3071043.4 |
 EF1682|---------------------------------------------------------------------|
 EF1682
 EF1682                          SUPERSEDED SURVEY CONTROL
 EF1682
 EF1682  ELLIP H (12/04/92)  284.26   (m)                       GP(       ) 4 1
 EF1682  NAD 83(1992)-  34 23 39.69593(N)    087 44 38.53371(W) AD(       ) 1
 EF1682  NGVD 29 (12/04/92)  310.9    (m)         1020.     (f) GPS OBS        
 EF1682
 EF1682.Superseded values are not recommended for survey control.
 EF1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1682.See file dsdata.txt to determine how the superseded data were derived.
 EF1682
 EF1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3160806134(NAD 83)
 EF1682_MARKER: DD = SURVEY DISK
 EF1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1682_SP_SET: CONCRETE POST
 EF1682_STAMPING: 30 - 3 1990
 EF1682_MARK LOGO: ALHD  
 EF1682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1682+STABILITY: SURFACE MOTION
 EF1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1682+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1682
 EF1682  HISTORY     - Date     Condition        Report By
 EF1682  HISTORY     - 1990     MONUMENTED       ALHD
 EF1682
 EF1682                          STATION DESCRIPTION
 EF1682
 EF1682'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1682'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE EAST RIGHT OF WAY OF
 EF1682'ALA 5 AND ALA 13, ABOUT 5.79 KM (3.60 MI) NORTHWEST OF PHIL CAMPBELL
 EF1682'AND ABOUT 12.71 KM (7.90 MI) SOUTH - SOUTHWEST OF RUSSELLVILLE.
 EF1682'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43, ALA 17, ALA 5 AND
 EF1682'ALA 13, ABOUT 7.08 KM (4.40 MI) NORTH OF PHIL CAMPBELL, DRIVE SOUTH
 EF1682'ON ALA 5 AND ALA 13 0.97 KM (0.60 MI) TO MILE POST 232.20 AND THE
 EF1682'STATION ON THE LEFT.
 EF1682'THE STATION IS 0.82 M (2.69 FT) SOUTHWEST OF A FOUR STRAND BARBED WIRE
 EF1682'FENCE ON STEEL POSTS, 7.92 M (25.98 FT) NORTHWEST OF THE NORTH ONE OF
 EF1682'TWO WOOD BRACE POSTS IN THE FENCE, 25.85 M (84.81 FT) NORTHEAST OF
 EF1682'THE CENTERLINE OF THE NORTH BOUND LANES OF ALA 5 AND ALA 13, 0.79 M
 EF1682'(2.59 FT) SOUTH - SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 EF1682'FLUSH WITH THE GROUND.
 EF1682'STATION 30 - 4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7765 ***********************************************************************
 AA7765  DESIGNATION -  30 30
 AA7765  PID         -  AA7765
 AA7765  STATE/COUNTY-  AL/FRANKLIN
 AA7765  USGS QUAD   -  KINLOCK SPRING (1947)
 AA7765
 AA7765                         *CURRENT SURVEY CONTROL
 AA7765  ___________________________________________________________________
 AA7765* NAD 83(1992)-  34 18 51.84072(N)    087 32 06.91016(W)     ADJUSTED  
 AA7765* NAVD 88     -       297.7    (meters)     977.     (feet)  VERTCON   
 AA7765  ___________________________________________________________________
 AA7765  X           -     226,802.479 (meters)                     COMP
 AA7765  Y           -  -5,269,022.375 (meters)                     COMP
 AA7765  Z           -   3,575,458.490 (meters)                     COMP
 AA7765  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AA7765  ELLIP HEIGHT-         271.34  (meters)          (07/29/02) GPS OBS
 AA7765  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA7765
 AA7765  HORZ ORDER  -  FIRST
 AA7765  ELLP ORDER  -  FOURTH    CLASS I
 AA7765
 AA7765.The horizontal coordinates were established by GPS observations
 AA7765.and adjusted by the National Geodetic Survey in August 1995..
 AA7765
 AA7765.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7765
 AA7765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7765
 AA7765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7765
 AA7765.The ellipsoidal height was determined by GPS observations
 AA7765.and is referenced to NAD 83.
 AA7765
 AA7765.The geoid height was determined by GEOID03.
 AA7765
 AA7765;                    North         East     Units Scale Factor Converg.
 AA7765;SPC AL W     -   478,391.626   596,755.440   MT  0.99993346   -0 01 11.5
 AA7765;UTM  16      - 3,797,146.620   450,753.150   MT  0.99962989   -0 18 06.3
 AA7765
 AA7765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7765!SPC AL W     -   0.99995741  x   0.99993346  =   0.99989087
 AA7765!UTM  16      -   0.99995741  x   0.99962989  =   0.99958731
 AA7765
 AA7765:                Primary Azimuth Mark                     Grid Az
 AA7765:SPC AL W     -  30 31                                    331 49 31.1
 AA7765:UTM  16      -  30 31                                    332 06 25.9
 AA7765
 AA7765|---------------------------------------------------------------------|
 AA7765| PID    Reference Object                     Distance      Geod. Az  |
 AA7765|                                                           dddmmss.s |
 AA7765| AA7766 30 31                               APPROX. 0.5 KM 3314819.6 |
 AA7765|---------------------------------------------------------------------|
 AA7765
 AA7765                          SUPERSEDED SURVEY CONTROL
 AA7765
 AA7765  ELLIP H (10/10/95)  271.37   (m)                       GP(       ) 4 2
 AA7765  NGVD 29 (08/31/95)  297.6    (m)          976.     (f) GPS OBS        
 AA7765
 AA7765.Superseded values are not recommended for survey control.
 AA7765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7765.See file dsdata.txt to determine how the superseded data were derived.
 AA7765
 AA7765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5075397147(NAD 83)
 AA7765_MARKER: DD = SURVEY DISK
 AA7765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7765_STAMPING: 30-30 1994
 AA7765_MARK LOGO: ALHD  
 AA7765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7765+STABILITY: SURFACE MOTION
 AA7765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7765+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7765
 AA7765  HISTORY     - Date     Condition        Report By
 AA7765  HISTORY     - 1994     MONUMENTED       ALHD
 AA7765
 AA7765                          STATION DESCRIPTION
 AA7765
 AA7765'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7765'THE STATION IS IN FRANKLIN COUNTY ON THE EAST RIGHT OF WAY OF FRANKLIN
 AA7765'COUNTY ROAD NO 93 ABOUT 10.10 MI (16.25 KM) EAST OF PHIL CAMPBELL AND
 AA7765'ABOUT 17.30 MI (27.84 KM) SOUTHEAST OF RUSSELLVILLE.
 AA7765' 
 AA7765'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 243 SOUTH
 AA7765'(MILEPOST 26.78 ON AL 24 AND MILEPOST 19.28 ON AL 243) IN
 AA7765'RUSSELLVILLE, DRIVE SOUTHEAST ON AL 243 FOR 14.90 MI (23.98 KM) TO
 AA7765'MILEPOST 4.40 AND FRANKLIN COUNTY ROAD NO 6 TO THE LEFT. TURN LEFT ON
 AA7765'FRANKLIN COUNTY ROAD NO 6 AND DRIVE EAST FOR 2.30 MI (3.70 KM) TO A
 AA7765'T-INTERSECTION WITH FRANKLIN COUNTY ROAD NO 93 LEFT AND RIGHT. TURN
 AA7765'RIGHT ON FRANKLIN COUNTY ROAD NO 93 AND DRIVE SOUTH FOR 0.65 MI (1.05
 AA7765'KM) TO THE STATION ON THE LEFT.
 AA7765' 
 AA7765'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A FIVE STRAND BARBED
 AA7765'WIRE FENCE ON TREATED WOOD POSTS, 22.6 FT (6.9 M) EAST-NORTHEAST OF
 AA7765'THE CENTER OF FRANKLIN COUNTY ROAD NO 93, 105.4 FT (32.1 M)
 AA7765'NORTH-NORTHWEST OF THE NORTH POST OF A RUSTY METAL GATE LEADING INTO A
 AA7765'FIELD, 115.0 FT (35.1 M) NORTH OF THE NORTH SIDE OF A SMALL GRAIN BIN
 AA7765'IN A FIELD ACROSS THE ROAD, 116.0 FT (35.4 M) NORTH OF THE NORTH POST
 AA7765'OF A RUSTY METAL GATE ACROSS THE ROAD LEADING INTO A FIELD, 120.2 FT
 AA7765'(36.6 M) NORTH-NORTHWEST OF THE SOUTH POST OF A RUSTY METAL GATE
 AA7765'LEADING INTO A FIELD, 3.1 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS
 AA7765'POST AND SET FLUSH WITH THE GROUND.
 AA7765' 
 AA7765'STATION 30-31 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7766 ***********************************************************************
 AA7766  DESIGNATION -  30 31
 AA7766  PID         -  AA7766
 AA7766  STATE/COUNTY-  AL/FRANKLIN
 AA7766  USGS QUAD   -  KINLOCK SPRING (1947)
 AA7766
 AA7766                         *CURRENT SURVEY CONTROL
 AA7766  ___________________________________________________________________
 AA7766* NAD 83(1992)-  34 19 07.13163(N)    087 32 16.78961(W)     ADJUSTED  
 AA7766* NAVD 88     -       310.0    (meters)    1017.     (feet)  VERTCON   
 AA7766  ___________________________________________________________________
 AA7766  X           -     226,539.135 (meters)                     COMP
 AA7766  Y           -  -5,268,777.990 (meters)                     COMP
 AA7766  Z           -   3,575,854.593 (meters)                     COMP
 AA7766  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA7766  ELLIP HEIGHT-         283.64  (meters)          (07/29/02) GPS OBS
 AA7766  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA7766
 AA7766  HORZ ORDER  -  FIRST
 AA7766  ELLP ORDER  -  FOURTH    CLASS I
 AA7766
 AA7766.The horizontal coordinates were established by GPS observations
 AA7766.and adjusted by the National Geodetic Survey in August 1995..
 AA7766
 AA7766.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7766
 AA7766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7766
 AA7766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7766
 AA7766.The ellipsoidal height was determined by GPS observations
 AA7766.and is referenced to NAD 83.
 AA7766
 AA7766.The geoid height was determined by GEOID03.
 AA7766
 AA7766;                    North         East     Units Scale Factor Converg.
 AA7766;SPC AL W     -   478,862.850   596,503.040   MT  0.99993348   -0 01 17.1
 AA7766;UTM  16      - 3,797,618.937   450,503.148   MT  0.99963020   -0 18 12.0
 AA7766
 AA7766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7766!SPC AL W     -   0.99995548  x   0.99993348  =   0.99988896
 AA7766!UTM  16      -   0.99995548  x   0.99963020  =   0.99958569
 AA7766
 AA7766:                Primary Azimuth Mark                     Grid Az
 AA7766:SPC AL W     -  30 30                                    151 49 31.2
 AA7766:UTM  16      -  30 30                                    152 06 26.1
 AA7766
 AA7766|---------------------------------------------------------------------|
 AA7766| PID    Reference Object                     Distance      Geod. Az  |
 AA7766|                                                           dddmmss.s |
 AA7766| AA7765 30 30                               APPROX. 0.5 KM 1514814.1 |
 AA7766|---------------------------------------------------------------------|
 AA7766
 AA7766                          SUPERSEDED SURVEY CONTROL
 AA7766
 AA7766  ELLIP H (10/10/95)  283.66   (m)                       GP(       ) 4 2
 AA7766  NGVD 29 (08/31/95)  309.9    (m)         1017.     (f) GPS OBS        
 AA7766
 AA7766.Superseded values are not recommended for survey control.
 AA7766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7766.See file dsdata.txt to determine how the superseded data were derived.
 AA7766
 AA7766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5050397619(NAD 83)
 AA7766_MARKER: DD = SURVEY DISK
 AA7766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7766_STAMPING: 30-31 1994
 AA7766_MARK LOGO: ALHD  
 AA7766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7766+STABILITY: SURFACE MOTION
 AA7766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7766+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7766
 AA7766  HISTORY     - Date     Condition        Report By
 AA7766  HISTORY     - 1994     MONUMENTED       ALHD
 AA7766
 AA7766                          STATION DESCRIPTION
 AA7766
 AA7766'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7766'THE STATION IS IN FRANKLIN COUNTY ON THE WEST RIGHT OF WAY OF FRANKLIN
 AA7766'COUNTY ROAD NO 93 ABOUT 9.85 MI (15.85 KM) EAST OF PHIL CAMPBELL AND
 AA7766'ABOUT 17.00 MI (27.36 KM) SOUTHEAST OF RUSSELLVILLE.
 AA7766' 
 AA7766'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 243 SOUTH
 AA7766'(MILEPOST 26.78 ON AL 24 AND MILEPOST 19.28 ON AL 243) IN
 AA7766'RUSSELLVILLE, DRIVE SOUTHEAST ON AL 243 FOR 14.90 MI (23.98 KM) TO
 AA7766'MILEPOST 4.40 AND FRANKLIN COUNTY ROAD NO 6 TO THE LEFT. TURN LEFT ON
 AA7766'FRANKLIN COUNTY ROAD NO 6 AND DRIVE EAST FOR 2.30 MI (3.70 KM) TO A
 AA7766'T-INTERSECTION WITH FRANKLIN COUNTY ROAD NO 93 LEFT AND RIGHT. TURN
 AA7766'RIGHT ON FRANKLIN COUNTY ROAD NO 93 AND DRIVE SOUTH FOR 0.35 MI (0.56
 AA7766'KM) TO THE STATION ON THE RIGHT.
 AA7766' 
 AA7766'THE STATION IS 2.2 FT (0.7 M) EAST OF A HOG WIRE FENCE WITH TWO
 AA7766'STRANDS OF BARBED WIRE ON RUSTY METAL POSTS, 21.1 FT (6.4 M) WEST OF
 AA7766'THE CENTER OF FRANKLIN COUNTY ROAD NO 93, 117.0 FT (35.7 M)
 AA7766'SOUTH-SOUTHEAST OF THE SOUTH POST OF A METAL GATE LEADING TO A CATTLE
 AA7766'CATCHPEN, 132.5 FT (40.4 M) SOUTH-SOUTHEAST OF THE NORTH POST OF A
 AA7766'METAL GATE LEADING TO A CATTLE CATCHPEN, 155.8 FT (47.5 M) SOUTH OF A
 AA7766'CABLE POLE ACROSS THE ROAD, 194.3 FT (59.2 M) SOUTH-SOUTHEAST OF A
 AA7766'CABLE POLE, 194.4 FT (59.3 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE
 AA7766'PEDESTAL NO 497 24, 2.4 FT (0.7 M) EAST-NORTHEAST OF A CARSONITE
 AA7766'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7766' 
 AA7766'STATION 30-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7767 ***********************************************************************
 AA7767  DESIGNATION -  30 32
 AA7767  PID         -  AA7767
 AA7767  STATE/COUNTY-  AL/FRANKLIN
 AA7767  USGS QUAD   -  SPRUCE PINE (1945)
 AA7767
 AA7767                         *CURRENT SURVEY CONTROL
 AA7767  ___________________________________________________________________
 AA7767* NAD 83(1992)-  34 23 46.66774(N)    087 39 19.83010(W)     ADJUSTED  
 AA7767* NAVD 88     -       310.9    (meters)    1020.     (feet)  VERTCON   
 AA7767  ___________________________________________________________________
 AA7767  X           -     215,533.783 (meters)                     COMP
 AA7767  Y           -  -5,264,374.915 (meters)                     COMP
 AA7767  Z           -   3,582,966.052 (meters)                     COMP
 AA7767  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 AA7767  ELLIP HEIGHT-         284.37  (meters)          (07/29/02) GPS OBS
 AA7767  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AA7767
 AA7767  HORZ ORDER  -  FIRST
 AA7767  ELLP ORDER  -  FOURTH    CLASS I
 AA7767
 AA7767.The horizontal coordinates were established by GPS observations
 AA7767.and adjusted by the National Geodetic Survey in August 1995..
 AA7767
 AA7767.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7767
 AA7767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7767
 AA7767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7767
 AA7767.The ellipsoidal height was determined by GPS observations
 AA7767.and is referenced to NAD 83.
 AA7767
 AA7767.The geoid height was determined by GEOID03.
 AA7767
 AA7767;                    North         East     Units Scale Factor Converg.
 AA7767;SPC AL W     -   487,486.090   585,701.400   MT  0.99993585   -0 05 16.3
 AA7767;UTM  16      - 3,806,292.692   439,747.307   MT  0.99964475   -0 22 13.1
 AA7767
 AA7767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7767!SPC AL W     -   0.99995536  x   0.99993585  =   0.99989122
 AA7767!UTM  16      -   0.99995536  x   0.99964475  =   0.99960013
 AA7767
 AA7767                          SUPERSEDED SURVEY CONTROL
 AA7767
 AA7767  ELLIP H (10/10/95)  284.39   (m)                       GP(       ) 4 2
 AA7767  NGVD 29 (08/31/95)  310.8    (m)         1020.     (f) GPS OBS        
 AA7767
 AA7767.Superseded values are not recommended for survey control.
 AA7767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7767.See file dsdata.txt to determine how the superseded data were derived.
 AA7767
 AA7767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3974706293(NAD 83)
 AA7767_MARKER: DD = SURVEY DISK
 AA7767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7767_STAMPING: 30-32 1994
 AA7767_MARK LOGO: ALHD  
 AA7767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7767+STABILITY: SURFACE MOTION
 AA7767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7767+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7767
 AA7767  HISTORY     - Date     Condition        Report By
 AA7767  HISTORY     - 1994     MONUMENTED       ALHD
 AA7767
 AA7767                          STATION DESCRIPTION
 AA7767
 AA7767'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7767'THE STATION IS IN FRANKLIN COUNTY ON THE SOUTHWEST RIGHT OF WAY OF AL
 AA7767'243 ABOUT 8.75 MI (14.08 KM) SOUTHEAST OF RUSSELLVILLE AND ABOUT 4.15
 AA7767'MI (6.68 KM) NORTHEAST OF PHIL CAMPBELL.
 AA7767' 
 AA7767'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 243 SOUTH
 AA7767'(MILEPOST 26.78 ON AL 24 AND MILEPOST 19.28 ON AL 243) IN
 AA7767'RUSSELLVILLE, DRIVE SOUTHEAST ON AL 243 FOR 7.55 MI (12.15 KM) TO
 AA7767'MILEPOST 11.75 AND THE STATION ON THE RIGHT.
 AA7767' 
 AA7767'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE
 AA7767'FENCE ON OLD WOOD POSTS, 44.9 FT (13.7 M) SOUTHWEST OF THE CENTERLINE
 AA7767'OF AL 243, 95.0 FT (29.0 M) SOUTH OF A POWER POLE ACROSS THE ROAD, 3.4
 AA7767'FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA7767'THE GROUND.
 AA7767' 
 AA7767'STATION 30-33 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7768 ***********************************************************************
 AA7768  DESIGNATION -  30 33
 AA7768  PID         -  AA7768
 AA7768  STATE/COUNTY-  AL/FRANKLIN
 AA7768  USGS QUAD   -  SPRUCE PINE (1945)
 AA7768
 AA7768                         *CURRENT SURVEY CONTROL
 AA7768  ___________________________________________________________________
 AA7768* NAD 83(1992)-  34 24 04.49939(N)    087 39 44.76369(W)     ADJUSTED  
 AA7768* NAVD 88     -       316.9    (meters)    1040.     (feet)  VERTCON   
 AA7768  ___________________________________________________________________
 AA7768  X           -     214,884.959 (meters)                     COMP
 AA7768  Y           -  -5,264,095.761 (meters)                     COMP
 AA7768  Z           -   3,583,422.876 (meters)                     COMP
 AA7768  LAPLACE CORR-           2.93  (seconds)                    DEFLEC99
 AA7768  ELLIP HEIGHT-         290.44  (meters)          (07/29/02) GPS OBS
 AA7768  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AA7768
 AA7768  HORZ ORDER  -  FIRST
 AA7768  ELLP ORDER  -  FOURTH    CLASS I
 AA7768
 AA7768.The horizontal coordinates were established by GPS observations
 AA7768.and adjusted by the National Geodetic Survey in August 1995..
 AA7768
 AA7768.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7768
 AA7768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7768
 AA7768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7768
 AA7768.The ellipsoidal height was determined by GPS observations
 AA7768.and is referenced to NAD 83.
 AA7768
 AA7768.The geoid height was determined by GEOID03.
 AA7768
 AA7768;                    North         East     Units Scale Factor Converg.
 AA7768;SPC AL W     -   488,036.513   585,065.452   MT  0.99993608   -0 05 30.4
 AA7768;UTM  16      - 3,806,846.082   439,114.264   MT  0.99964569   -0 22 27.4
 AA7768
 AA7768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7768!SPC AL W     -   0.99995441  x   0.99993608  =   0.99989049
 AA7768!UTM  16      -   0.99995441  x   0.99964569  =   0.99960012
 AA7768
 AA7768                          SUPERSEDED SURVEY CONTROL
 AA7768
 AA7768  ELLIP H (10/10/95)  290.46   (m)                       GP(       ) 4 2
 AA7768  NGVD 29 (08/31/95)  316.9    (m)         1040.     (f) GPS OBS        
 AA7768
 AA7768.Superseded values are not recommended for survey control.
 AA7768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7768.See file dsdata.txt to determine how the superseded data were derived.
 AA7768
 AA7768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3911406846(NAD 83)
 AA7768_MARKER: DD = SURVEY DISK
 AA7768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7768_STAMPING: 30-33 1994
 AA7768_MARK LOGO: ALHD  
 AA7768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7768+STABILITY: SURFACE MOTION
 AA7768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7768+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7768
 AA7768  HISTORY     - Date     Condition        Report By
 AA7768  HISTORY     - 1994     MONUMENTED       ALHD
 AA7768
 AA7768                          STATION DESCRIPTION
 AA7768
 AA7768'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7768'THE STATION IS IN FRANKLIN COUNTY ON THE NORTHEAST RIGHT OF WAY OF AL
 AA7768'243 ABOUT 8.20 MI (13.20 KM) SOUTHEAST OF RUSSELLVILLE AND ABOUT 4.25
 AA7768'MI (6.84 KM) NORTHEAST OF PHIL CAMPBELL.
 AA7768' 
 AA7768'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 243 SOUTH
 AA7768'(MILEPOST 26.78 ON AL 24 AND MILEPOST 19.28 ON AL 243) IN
 AA7768'RUSSELLVILLE, DRIVE SOUTHEAST ON AL 243 FOR 7.00 MI (11.27 KM) TO
 AA7768'MILEPOST 12.30 AND THE STATION ON THE LEFT.
 AA7768' 
 AA7768'THE STATION IS 32.7 FT (10.0 M) NORTHEAST OF THE CENTERLINE OF AL 243,
 AA7768'45.7 FT (13.9 M) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY
 AA7768'LEADING TO A TIN BUILDING, 66.3 FT (20.2 M) SOUTHEAST OF A CABLE POLE,
 AA7768'100.5 FT (30.6 M) EAST OF TELEPHONE CABLE PEDESTAL NO 110 E1 ACROSS AL
 AA7768'243, 101.5 FT (30.9 M) EAST OF A CABLE POLE ACROSS AL 243, 136.0 FT
 AA7768'(41.5 M) SOUTH OF A POWER POLE WITH ONE TRANSFORMER, 6.4 FT (2.0 M)
 AA7768'SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7768' 
 AA7768'STATION 30-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7769 ***********************************************************************
 AA7769  DESIGNATION -  30 34
 AA7769  PID         -  AA7769
 AA7769  STATE/COUNTY-  AL/FRANKLIN
 AA7769  USGS QUAD   -  SPRUCE PINE (1945)
 AA7769
 AA7769                         *CURRENT SURVEY CONTROL
 AA7769  ___________________________________________________________________
 AA7769* NAD 83(1992)-  34 29 03.57182(N)    087 40 25.24336(W)     ADJUSTED  
 AA7769* NAVD 88     -       227.5    (meters)     746.     (feet)  GPS OBS   
 AA7769  ___________________________________________________________________
 AA7769  X           -     213,637.296 (meters)                     COMP
 AA7769  Y           -  -5,258,855.889 (meters)                     COMP
 AA7769  Z           -   3,590,972.528 (meters)                     COMP
 AA7769  LAPLACE CORR-           2.69  (seconds)                    DEFLEC99
 AA7769  ELLIP HEIGHT-         200.83  (meters)          (08/29/05) GPS OBS
 AA7769  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AA7769
 AA7769  HORZ ORDER  -  A
 AA7769  ELLP ORDER  -  FOURTH    CLASS I
 AA7769
 AA7769.The horizontal coordinates were established by GPS observations
 AA7769.and adjusted by the National Geodetic Survey in August 2005..
 AA7769
 AA7769.The orthometric height was determined by GPS observations and a
 AA7769.high-resolution geoid model.
 AA7769
 AA7769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7769
 AA7769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7769
 AA7769.The ellipsoidal height was determined by GPS observations
 AA7769.and is referenced to NAD 83.
 AA7769
 AA7769.The geoid height was determined by GEOID03.
 AA7769
 AA7769;                    North         East     Units Scale Factor Converg.
 AA7769;SPC AL W     -   497,253.246   584,047.420   MT  0.99993647   -0 05 54.0
 AA7769;UTM  16      - 3,816,065.055   438,142.019   MT  0.99964716   -0 22 53.2
 AA7769
 AA7769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7769!SPC AL W     -   0.99996848  x   0.99993647  =   0.99990495
 AA7769!UTM  16      -   0.99996848  x   0.99964716  =   0.99961565
 AA7769
 AA7769:                Primary Azimuth Mark                     Grid Az
 AA7769:SPC AL W     -  30 35                                    005 11 01.2
 AA7769:UTM  16      -  30 35                                    005 28 00.4
 AA7769
 AA7769|---------------------------------------------------------------------|
 AA7769| PID    Reference Object                     Distance      Geod. Az  |
 AA7769|                                                           dddmmss.s |
 AA7769| AA7770 30 35                               APPROX. 0.6 KM 0050507.2 |
 AA7769|---------------------------------------------------------------------|
 AA7769
 AA7769                          SUPERSEDED SURVEY CONTROL
 AA7769
 AA7769  ELLIP H (07/29/02)  200.81   (m)                       GP(       ) 4 1
 AA7769  ELLIP H (10/10/95)  200.83   (m)                       GP(       ) 4 2
 AA7769  NAD 83(1992)-  34 29 03.57170(N)    087 40 25.24276(W) AD(       ) 1
 AA7769  NGVD 29 (08/31/95)  227.4    (m)          746.     (f) GPS OBS        
 AA7769
 AA7769.Superseded values are not recommended for survey control.
 AA7769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7769.See file dsdata.txt to determine how the superseded data were derived.
 AA7769
 AA7769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3814216065(NAD 83)
 AA7769_MARKER: DD = SURVEY DISK
 AA7769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7769_STAMPING: 30-34 1994
 AA7769_MARK LOGO: ALHD  
 AA7769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7769+STABILITY: SURFACE MOTION
 AA7769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7769+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA7769
 AA7769  HISTORY     - Date     Condition        Report By
 AA7769  HISTORY     - 1994     MONUMENTED       ALHD
 AA7769  HISTORY     - 20040330 GOOD             ALHD
 AA7769  HISTORY     - 20040624 GOOD             ALDOT
 AA7769
 AA7769                          STATION DESCRIPTION
 AA7769
 AA7769'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7769'THE STATION IS IN FRANKLIN COUNTY ON THE WEST RIGHT OF WAY OF FRANKLIN
 AA7769'COUNTY ROAD NO 77 ABOUT 3.50 MI (5.63 KM) EAST OF RUSSELLVILLE AND
 AA7769'ABOUT 9.25 MI (14.89 KM) NORTH OF PHIL CAMPBELL.
 AA7769' 
 AA7769'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 243 SOUTH
 AA7769'(MILEPOST 26.78 ON AL 24 AND MILEPOST 19.28 ON AL 243) IN
 AA7769'RUSSELLVILLE, DRIVE EAST ON AL 24 FOR 5.92 MI (9.53 KM) TO MILEPOST
 AA7769'32.70 AND FRANKLIN COUNTY ROAD NO 77 LEFT. TURN LEFT ON FRANKLIN
 AA7769'COUNTY ROAD NO 77 AND DRIVE NORTH FOR 0.10 MI (0.16 KM) TO THE STATION
 AA7769'ON THE LEFT.
 AA7769' 
 AA7769'THE STATION IS 27.1 FT (8.3 M) WEST OF THE CENTER OF FRANKLIN COUNTY
 AA7769'ROAD NO 77, 43.0 FT (13.1 M) WEST OF THE CENTER OF A CONCRETE DRIVEWAY
 AA7769'ACROSS THE ROAD LEADING TO A WHITE WOOD FRAME HOUSE WITH BRICK SIDING,
 AA7769'53.0 FT (16.2 M) WEST-SOUTHWEST OF A BLACK PLASTIC MAILBOX ON A FOUR
 AA7769'BY FOUR WOOD POST ACROSS THE ROAD, 86.0 FT (26.2 M) NORTHWEST OF A
 AA7769'JUNCTION POWER POLE WITH ONE GUY WIRE AND ONE TRANSFORMER ACROSS THE
 AA7769'ROAD, 215.0 FT (65.5 M) SOUTH-SOUTHWEST OF THE WEST END OF A WOOD RAIL
 AA7769'FENCE ACROSS THE ROAD, 215.8 FT (65.8 M) SOUTH-SOUTHWEST OF A POWER
 AA7769'POLE ACROSS THE ROAD, 2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST
 AA7769'AND SET FLUSH WITH THE GROUND.
 AA7769' 
 AA7769'STATION 30-35 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7769
 AA7769                          STATION RECOVERY (2004)
 AA7769
 AA7769'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7769'RECOVERED IN GOOD CONDITION.
 AA7769
 AA7769                          STATION RECOVERY (2004)
 AA7769
 AA7769'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (LW)
 AA7769'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7770 ***********************************************************************
 AA7770  DESIGNATION -  30 35
 AA7770  PID         -  AA7770
 AA7770  STATE/COUNTY-  AL/FRANKLIN
 AA7770  USGS QUAD   -  SPRUCE PINE (1945)
 AA7770
 AA7770                         *CURRENT SURVEY CONTROL
 AA7770  ___________________________________________________________________
 AA7770* NAD 83(1992)-  34 29 21.73834(N)    087 40 23.29092(W)     ADJUSTED  
 AA7770* NAVD 88     -       230.7    (meters)     757.     (feet)  VERTCON   
 AA7770  ___________________________________________________________________
 AA7770  X           -     213,674.314 (meters)                     COMP
 AA7770  Y           -  -5,258,539.842 (meters)                     COMP
 AA7770  Z           -   3,591,435.797 (meters)                     COMP
 AA7770  LAPLACE CORR-           2.64  (seconds)                    DEFLEC99
 AA7770  ELLIP HEIGHT-         204.09  (meters)          (07/29/02) GPS OBS
 AA7770  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 AA7770
 AA7770  HORZ ORDER  -  FIRST
 AA7770  ELLP ORDER  -  FOURTH    CLASS I
 AA7770
 AA7770.The horizontal coordinates were established by GPS observations
 AA7770.and adjusted by the National Geodetic Survey in August 1995..
 AA7770
 AA7770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7770
 AA7770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7770
 AA7770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7770
 AA7770.The ellipsoidal height was determined by GPS observations
 AA7770.and is referenced to NAD 83.
 AA7770
 AA7770.The geoid height was determined by GEOID03.
 AA7770
 AA7770;                    North         East     Units Scale Factor Converg.
 AA7770;SPC AL W     -   497,812.911   584,098.193   MT  0.99993645   -0 05 52.9
 AA7770;UTM  16      - 3,816,624.301   438,195.541   MT  0.99964708   -0 22 52.2
 AA7770
 AA7770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7770!SPC AL W     -   0.99996796  x   0.99993645  =   0.99990442
 AA7770!UTM  16      -   0.99996796  x   0.99964708  =   0.99961506
 AA7770
 AA7770:                Primary Azimuth Mark                     Grid Az
 AA7770:SPC AL W     -  30 34                                    185 11 01.2
 AA7770:UTM  16      -  30 34                                    185 28 00.5
 AA7770
 AA7770|---------------------------------------------------------------------|
 AA7770| PID    Reference Object                     Distance      Geod. Az  |
 AA7770|                                                           dddmmss.s |
 AA7770| AA7769 30 34                               APPROX. 0.6 KM 1850508.3 |
 AA7770|---------------------------------------------------------------------|
 AA7770
 AA7770                          SUPERSEDED SURVEY CONTROL
 AA7770
 AA7770  ELLIP H (10/10/95)  204.11   (m)                       GP(       ) 4 2
 AA7770  NGVD 29 (08/31/95)  230.7    (m)          757.     (f) GPS OBS        
 AA7770
 AA7770.Superseded values are not recommended for survey control.
 AA7770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7770.See file dsdata.txt to determine how the superseded data were derived.
 AA7770
 AA7770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3819616624(NAD 83)
 AA7770_MARKER: DD = SURVEY DISK
 AA7770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7770_STAMPING: 30-35 1994
 AA7770_MARK LOGO: ALHD  
 AA7770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7770+STABILITY: SURFACE MOTION
 AA7770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7770+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7770
 AA7770  HISTORY     - Date     Condition        Report By
 AA7770  HISTORY     - 1994     MONUMENTED       ALHD
 AA7770  HISTORY     - 20040330 MARK NOT FOUND   ALHD
 AA7770
 AA7770                          STATION DESCRIPTION
 AA7770
 AA7770'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7770'THE STATION IS IN FRANKLIN COUNTY ON THE WEST RIGHT OF WAY OF FRANKLIN
 AA7770'COUNTY ROAD NO 77 ABOUT 3.40 MI (5.47 KM) EAST OF RUSSELLVILLE AND
 AA7770'ABOUT 9.60 MI (15.45 KM) NORTH OF PHIL CAMPBELL.
 AA7770' 
 AA7770'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 243 SOUTH
 AA7770'(MILEPOST 26.78 ON AL 24 AND MILEPOST 19.28 ON AL 243) IN
 AA7770'RUSSELLVILLE, DRIVE EAST ON AL 24 FOR 5.92 MI (9.53 KM) TO MILEPOST
 AA7770'32.70 AND FRANKLIN COUNTY ROAD NO 77 LEFT. TURN LEFT ON FRANKLIN
 AA7770'COUNTY ROAD NO 77 AND DRIVE NORTH FOR 0.45 MI (0.72 KM) TO THE STATION
 AA7770'ON THE LEFT.
 AA7770' 
 AA7770'THE STATION IS 4.0 FT (1.2 M) EAST OF A FOUR STRAND BARBED WIRE FENCE
 AA7770'ON OLD WOOD POSTS, 29.7 FT (9.1 M) WEST OF THE CENTER OF FRANKLIN
 AA7770'COUNTY ROAD NO 77, 112.4 FT (34.3 M) SOUTH OF A STABILIZER POLE WITH
 AA7770'TWO GUY WIRES, 115.5 FT (35.2 M) NORTHWEST OF A POWER POLE ACROSS THE
 AA7770'ROAD, 130.0 FT (39.6 M) SOUTHWEST OF A POWER POLE ACROSS THE ROAD WITH
 AA7770'TWO GUY WIRES ATTACHED TO A STABILIZER POLE, 4.0 FT (1.2 M) EAST OF A
 AA7770'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7770' 
 AA7770'STATION 30-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7770
 AA7770                          STATION RECOVERY (2004)
 AA7770
 AA7770'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7770'CONSTRUCTION OF ALA 24 HAS PROBABLY DESTROYED THE MARK - COULD BE IN
 AA7770'PLACE AND COVERED BY FILL DIRT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7771 ***********************************************************************
 AA7771  DESIGNATION -  30 36
 AA7771  PID         -  AA7771
 AA7771  STATE/COUNTY-  AL/FRANKLIN
 AA7771  USGS QUAD   -  NEWBURG (1945)
 AA7771
 AA7771                         *CURRENT SURVEY CONTROL
 AA7771  ___________________________________________________________________
 AA7771* NAD 83(1992)-  34 29 33.58269(N)    087 34 57.75170(W)     ADJUSTED  
 AA7771* NAVD 88     -       194.2    (meters)     637.     (feet)  VERTCON   
 AA7771  ___________________________________________________________________
 AA7771  X           -     221,963.399 (meters)                     COMP
 AA7771  Y           -  -5,257,959.602 (meters)                     COMP
 AA7771  Z           -   3,591,716.022 (meters)                     COMP
 AA7771  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AA7771  ELLIP HEIGHT-         167.71  (meters)          (07/29/02) GPS OBS
 AA7771  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AA7771
 AA7771  HORZ ORDER  -  FIRST
 AA7771  ELLP ORDER  -  FOURTH    CLASS I
 AA7771
 AA7771.The horizontal coordinates were established by GPS observations
 AA7771.and adjusted by the National Geodetic Survey in August 1995..
 AA7771
 AA7771.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7771
 AA7771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7771
 AA7771.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7771
 AA7771.The ellipsoidal height was determined by GPS observations
 AA7771.and is referenced to NAD 83.
 AA7771
 AA7771.The geoid height was determined by GEOID03.
 AA7771
 AA7771;                    North         East     Units Scale Factor Converg.
 AA7771;SPC AL W     -   498,167.362   592,403.865   MT  0.99993404   -0 02 48.6
 AA7771;UTM  16      - 3,816,937.609   446,500.420   MT  0.99963528   -0 19 48.0
 AA7771
 AA7771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7771!SPC AL W     -   0.99997367  x   0.99993404  =   0.99990772
 AA7771!UTM  16      -   0.99997367  x   0.99963528  =   0.99960896
 AA7771
 AA7771:                Primary Azimuth Mark                     Grid Az
 AA7771:SPC AL W     -  30 37                                    359 01 09.5
 AA7771:UTM  16      -  30 37                                    359 18 08.9
 AA7771
 AA7771|---------------------------------------------------------------------|
 AA7771| PID    Reference Object                     Distance      Geod. Az  |
 AA7771|                                                           dddmmss.s |
 AA7771| AA7772 30 37                               473.178 METERS 3585820.9 |
 AA7771|---------------------------------------------------------------------|
 AA7771
 AA7771                          SUPERSEDED SURVEY CONTROL
 AA7771
 AA7771  ELLIP H (10/10/95)  167.74   (m)                       GP(       ) 4 2
 AA7771  NGVD 29 (08/31/95)  194.2    (m)          637.     (f) GPS OBS        
 AA7771
 AA7771.Superseded values are not recommended for survey control.
 AA7771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7771.See file dsdata.txt to determine how the superseded data were derived.
 AA7771
 AA7771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4650016938(NAD 83)
 AA7771_MARKER: DD = SURVEY DISK
 AA7771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7771_STAMPING: 30-36 1994
 AA7771_MARK LOGO: ALHD  
 AA7771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7771+STABILITY: SURFACE MOTION
 AA7771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7771+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7771
 AA7771  HISTORY     - Date     Condition        Report By
 AA7771  HISTORY     - 1994     MONUMENTED       ALHD
 AA7771
 AA7771                          STATION DESCRIPTION
 AA7771
 AA7771'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7771'THE STATION IS IN FRANKLIN COUNTY ON THE EAST RIGHT OF WAY OF FRANKLIN
 AA7771'COUNTY ROAD NO 87 ABOUT 8.40 MI (13.52 KM) EAST OF RUSSELLVILLE AND
 AA7771'ABOUT 12.00 MI (19.31 KM) NORTHEAST OF PHIL CAMPBELL.
 AA7771' 
 AA7771'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 243 SOUTH
 AA7771'(MILEPOST 26.78 ON AL 24 AND MILEPOST 19.28 ON AL 243) IN
 AA7771'RUSSELLVILLE, DRIVE EAST ON AL 24 FOR 11.12 MI (17.90 KM) TO MILEPOST
 AA7771'37.90 AND FRANKLIN COUNTY ROAD NO 87 LEFT. TURN LEFT ON FRANKLIN
 AA7771'COUNTY ROAD NO 87 AND DRIVE NORTH FOR 0.80 MI (1.29 KM) TO THE STATION
 AA7771'ON THE RIGHT.
 AA7771' 
 AA7771'THE STATION IS 42.6 FT (13.0 M) EAST OF THE CENTERLINE OF FRANKLIN
 AA7771'COUNTY ROAD NO 87, 56.0 FT (17.1 M) EAST OF A GRAVEL DRIVEWAY ACROSS
 AA7771'THE ROAD LEADING TO A SOD FARM, 86.3 FT (26.3 M) EAST-NORTHEAST OF
 AA7771'TELEPHONE CABLE PEDESTAL NO 133 N17 ACROSS THE ROAD, 87.4 FT (26.6 M)
 AA7771'EAST-NORTHEAST OF A JUNCTION POWER POLE WITH ONE TRANSFORMER ACROSS
 AA7771'THE ROAD, 122.7 FT (37.4 M) EAST OF A JUNCTION POWER POLE ACROSS THE
 AA7771'ROAD, 2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA7771'WITH THE GROUND.
 AA7771' 
 AA7771'STATION 30-37 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7772 ***********************************************************************
 AA7772  DESIGNATION -  30 37
 AA7772  PID         -  AA7772
 AA7772  STATE/COUNTY-  AL/FRANKLIN
 AA7772  USGS QUAD   -  NEWBURG (1945)
 AA7772
 AA7772                         *CURRENT SURVEY CONTROL
 AA7772  ___________________________________________________________________
 AA7772* NAD 83(1992)-  34 29 48.93602(N)    087 34 58.08430(W)     ADJUSTED  
 AA7772* NAVD 88     -       188.6    (meters)     619.     (feet)  VERTCON   
 AA7772  ___________________________________________________________________
 AA7772  X           -     221,943.425 (meters)                     COMP
 AA7772  Y           -  -5,257,687.640 (meters)                     COMP
 AA7772  Z           -   3,592,102.775 (meters)                     COMP
 AA7772  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AA7772  ELLIP HEIGHT-         162.10  (meters)          (07/29/02) GPS OBS
 AA7772  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AA7772
 AA7772  HORZ ORDER  -  FIRST
 AA7772  ELLP ORDER  -  FOURTH    CLASS I
 AA7772
 AA7772.The horizontal coordinates were established by GPS observations
 AA7772.and adjusted by the National Geodetic Survey in August 1995..
 AA7772
 AA7772.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7772
 AA7772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7772
 AA7772.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7772
 AA7772.The ellipsoidal height was determined by GPS observations
 AA7772.and is referenced to NAD 83.
 AA7772
 AA7772.The geoid height was determined by GEOID03.
 AA7772
 AA7772;                    North         East     Units Scale Factor Converg.
 AA7772;SPC AL W     -   498,640.439   592,395.767   MT  0.99993405   -0 02 48.8
 AA7772;UTM  16      - 3,817,410.579   446,494.662   MT  0.99963529   -0 19 48.3
 AA7772
 AA7772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7772!SPC AL W     -   0.99997455  x   0.99993405  =   0.99990861
 AA7772!UTM  16      -   0.99997455  x   0.99963529  =   0.99960985
 AA7772
 AA7772:                Primary Azimuth Mark                     Grid Az
 AA7772:SPC AL W     -  30 36                                    179 01 09.6
 AA7772:UTM  16      -  30 36                                    179 18 09.1
 AA7772
 AA7772|---------------------------------------------------------------------|
 AA7772| PID    Reference Object                     Distance      Geod. Az  |
 AA7772|                                                           dddmmss.s |
 AA7772| AA7771 30 36                               473.178 METERS 1785820.8 |
 AA7772|---------------------------------------------------------------------|
 AA7772
 AA7772                          SUPERSEDED SURVEY CONTROL
 AA7772
 AA7772  ELLIP H (10/10/95)  162.13   (m)                       GP(       ) 4 2
 AA7772  NGVD 29 (08/31/95)  188.6    (m)          619.     (f) GPS OBS        
 AA7772
 AA7772.Superseded values are not recommended for survey control.
 AA7772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7772.See file dsdata.txt to determine how the superseded data were derived.
 AA7772
 AA7772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4649517411(NAD 83)
 AA7772_MARKER: DD = SURVEY DISK
 AA7772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7772_STAMPING: 30-37 1994
 AA7772_MARK LOGO: ALHD  
 AA7772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7772+STABILITY: SURFACE MOTION
 AA7772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7772+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7772
 AA7772  HISTORY     - Date     Condition        Report By
 AA7772  HISTORY     - 1994     MONUMENTED       ALHD
 AA7772
 AA7772                          STATION DESCRIPTION
 AA7772
 AA7772'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7772'THE STATION IS IN FRANKLIN COUNTY ON THE WEST RIGHT OF WAY OF FRANKLIN
 AA7772'COUNTY ROAD NO 87 ABOUT 8.30 MI (13.36 KM) EAST OF RUSSELLVILLE AND
 AA7772'ABOUT 12.15 MI (19.55 KM) NORTHEAST OF PHIL CAMPBELL.
 AA7772' 
 AA7772'TO REACH THE STATION FROM THE JUNCTION OF AL 24 AND AL 243 SOUTH
 AA7772'(MILEPOST 26.78 ON AL 24 AND MILEPOST 19.28 ON AL 243) IN
 AA7772'RUSSELLVILLE, DRIVE EAST ON AL 24 FOR 11.12 MI (17.90 KM) TO MILEPOST
 AA7772'37.90 AND FRANKLIN COUNTY ROAD NO 87 LEFT. TURN LEFT ON FRANKLIN
 AA7772'COUNTY ROAD NO 87 AND DRIVE NORTH FOR 1.10 MI (1.77 KM) TO THE STATION
 AA7772'ON THE LEFT.
 AA7772' 
 AA7772'THE STATION IS 2.0 FT (0.6 M) EAST OF A TWO STRAND ELECTRIC BARBED
 AA7772'WIRE FENCE ON RUSTY METAL POSTS, 15.0 FT (4.6 M) WEST OF THE
 AA7772'CENTERLINE OF FRANKLIN COUNTY ROAD NO 87, 80.8 FT (24.6 M)
 AA7772'SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A BRICK
 AA7772'HOUSE ACROSS THE ROAD, 94.4 FT (28.8 M) SOUTH-SOUTHWEST OF A RUSTY
 AA7772'METAL MAILBOX ON A FOUR BY SIX WOOD POST ACROSS THE ROAD, 105.8 FT
 AA7772'(32.2 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO 133N20, 106.0 FT (32.3
 AA7772'M) SOUTH OF A POWER POLE, 3.4 FT (1.0 M) EAST OF A CARSONITE WITNESS
 AA7772'POST AND SET FLUSH WITH THE GROUND.
 AA7772' 
 AA7772'STATION 30-36 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1683 ***********************************************************************
 EF1683  DESIGNATION -  30 4
 EF1683  PID         -  EF1683
 EF1683  STATE/COUNTY-  AL/FRANKLIN
 EF1683  USGS QUAD   -  SPRUCE PINE (1945)
 EF1683
 EF1683                         *CURRENT SURVEY CONTROL
 EF1683  ___________________________________________________________________
 EF1683* NAD 83(1992)-  34 23 49.59237(N)    087 44 54.28896(W)     ADJUSTED  
 EF1683* NAVD 88     -       311.2    (meters)    1021.     (feet)  VERTCON   
 EF1683  ___________________________________________________________________
 EF1683  X           -     206,995.308 (meters)                     COMP
 EF1683  Y           -  -5,264,666.634 (meters)                     COMP
 EF1683  Z           -   3,583,040.433 (meters)                     COMP
 EF1683  LAPLACE CORR-           3.26  (seconds)                    DEFLEC99
 EF1683  ELLIP HEIGHT-         284.40  (meters)          (07/29/02) GPS OBS
 EF1683  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EF1683
 EF1683  HORZ ORDER  -  FIRST
 EF1683  ELLP ORDER  -  FOURTH    CLASS I
 EF1683
 EF1683.The horizontal coordinates were established by GPS observations
 EF1683.and adjusted by the National Geodetic Survey in December 1992..
 EF1683
 EF1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1683
 EF1683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1683
 EF1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1683
 EF1683.The ellipsoidal height was determined by GPS observations
 EF1683.and is referenced to NAD 83.
 EF1683
 EF1683.The geoid height was determined by GEOID03.
 EF1683
 EF1683;                    North         East     Units Scale Factor Converg.
 EF1683;SPC AL W     -   487,593.214   577,159.204   MT  0.99993976   -0 08 25.2
 EF1683;UTM  16      - 3,806,441.885   431,208.188   MT  0.99965833   -0 25 22.1
 EF1683
 EF1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1683!SPC AL W     -   0.99995536  x   0.99993976  =   0.99989512
 EF1683!UTM  16      -   0.99995536  x   0.99965833  =   0.99961370
 EF1683
 EF1683:                Primary Azimuth Mark                     Grid Az
 EF1683:SPC AL W     -  30 3                                     127 18 59.7
 EF1683:UTM  16      -  30 3                                     127 35 56.6
 EF1683
 EF1683|---------------------------------------------------------------------|
 EF1683| PID    Reference Object                     Distance      Geod. Az  |
 EF1683|                                                           dddmmss.s |
 EF1683| EF1682 30 3                                APPROX. 0.5 KM 1271034.5 |
 EF1683|---------------------------------------------------------------------|
 EF1683
 EF1683                          SUPERSEDED SURVEY CONTROL
 EF1683
 EF1683  ELLIP H (12/04/92)  284.44   (m)                       GP(       ) 4 1
 EF1683  NAD 83(1992)-  34 23 49.60036(N)    087 44 54.28788(W) AD(       ) 1
 EF1683  NGVD 29 (12/04/92)  311.1    (m)         1021.     (f) GPS OBS        
 EF1683
 EF1683.Superseded values are not recommended for survey control.
 EF1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1683.See file dsdata.txt to determine how the superseded data were derived.
 EF1683
 EF1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3120806442(NAD 83)
 EF1683_MARKER: DD = SURVEY DISK
 EF1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1683_SP_SET: CONCRETE POST
 EF1683_STAMPING: 30 - 4 1990
 EF1683_MARK LOGO: ALHD  
 EF1683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1683+STABILITY: SURFACE MOTION
 EF1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1683+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1683
 EF1683  HISTORY     - Date     Condition        Report By
 EF1683  HISTORY     - 1990     MONUMENTED       ALHD
 EF1683
 EF1683                          STATION DESCRIPTION
 EF1683
 EF1683'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1683'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE EAST RIGHT OF WAY OF
 EF1683'ALA 5 AND ALA 13, ABOUT 6.28 KM (3.90 MI) NORTHWEST OF PHIL CAMPBELL
 EF1683'AND ABOUT 12.55 KM (7.80 MI) SOUTH - SOUTHWEST OF RUSSELLVILLE.
 EF1683'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43, ALA 17, ALA 5 AND
 EF1683'ALA 13, ABOUT 7.08 KM (4.40 MI) NORTH OF PHIL CAMPBELL, DRIVE SOUTH
 EF1683'ON ALA 5 AND ALA 13 0.48 KM (0.30 MI) TO MILE POST 232.50 AND THE
 EF1683'STATION ON THE RIGHT.
 EF1683'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE ALA 5, ALA 13,
 EF1683'AND COUNTY ROAD NO. 26 INTERSECTION ACROSS COUNTY ROAD NO. 26 FROM
 EF1683'ANDERSON LUMBER COMPANY, 1.95 M (6.40 FT) NORTHEAST OF A HOG WIRE
 EF1683'FENCE WITH TWO STRANDS OF BARBED WIRE ON STEEL POSTS, 2.96 M
 EF1683'(9.71 FT) NORTH - NORTHWEST OF CONCRETE RIGHT OF WAY MARKER POST 1010
 EF1683'12.0 1963, 3.29 M (10.79 FT) EAST OF A FENCE CORNER POST, 3.29 M
 EF1683'(10.79 FT) EAST - SOUTHEAST OF A 3 INCH PLASTIC PIPE MARKING THE END
 EF1683'OF A WATER MAIN, 12.10 M (39.70 FT) SOUTHEAST OF TELEPHONE CABLE
 EF1683'PEDISTAL NO. 137, 16.49 M (54.10 FT) SOUTHEAST OF A BURIED TELEPHONE
 EF1683'CABLE WARNING SIGN, 24.72 M (81.10 FT) SOUTHWEST OF THE CENTERLINE OF
 EF1683'THE SOUTH BOUND LANES OF ALA 5 AND ALA 13, 1.89 M (6.20 FT) NORTH -
 EF1683'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1683'STATION 30 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1684 ***********************************************************************
 EF1684  DESIGNATION -  30 5
 EF1684  PID         -  EF1684
 EF1684  STATE/COUNTY-  AL/FRANKLIN
 EF1684  USGS QUAD   -  NEWBURG (1945)
 EF1684
 EF1684                         *CURRENT SURVEY CONTROL
 EF1684  ___________________________________________________________________
 EF1684* NAD 83(1992)-  34 23 35.42382(N)    087 35 28.73861(W)     ADJUSTED  
 EF1684* NAVD 88     -       324.0    (meters)    1063.     (feet)  VERTCON   
 EF1684  ___________________________________________________________________
 EF1684  X           -     221,440.341 (meters)                     COMP
 EF1684  Y           -  -5,264,336.553 (meters)                     COMP
 EF1684  Z           -   3,582,687.591 (meters)                     COMP
 EF1684  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 EF1684  ELLIP HEIGHT-         297.55  (meters)          (07/29/02) GPS OBS
 EF1684  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EF1684
 EF1684  HORZ ORDER  -  FIRST
 EF1684  ELLP ORDER  -  FOURTH    CLASS I
 EF1684
 EF1684.The horizontal coordinates were established by GPS observations
 EF1684.and adjusted by the National Geodetic Survey in December 1992..
 EF1684
 EF1684.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1684
 EF1684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1684
 EF1684.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1684
 EF1684.The ellipsoidal height was determined by GPS observations
 EF1684.and is referenced to NAD 83.
 EF1684
 EF1684.The geoid height was determined by GEOID03.
 EF1684
 EF1684;                    North         East     Units Scale Factor Converg.
 EF1684;SPC AL W     -   487,132.464   591,603.390   MT  0.99993420   -0 03 05.7
 EF1684;UTM  16      - 3,805,910.087   445,645.744   MT  0.99963642   -0 20 02.5
 EF1684
 EF1684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1684!SPC AL W     -   0.99995329  x   0.99993420  =   0.99988750
 EF1684!UTM  16      -   0.99995329  x   0.99963642  =   0.99958973
 EF1684
 EF1684:                Primary Azimuth Mark                     Grid Az
 EF1684:SPC AL W     -  30 6                                     031 19 47.9
 EF1684:UTM  16      -  30 6                                     031 36 44.7
 EF1684
 EF1684|---------------------------------------------------------------------|
 EF1684| PID    Reference Object                     Distance      Geod. Az  |
 EF1684|                                                           dddmmss.s |
 EF1684| EF1685 30 6                                APPROX. 0.5 KM 0311642.2 |
 EF1684|---------------------------------------------------------------------|
 EF1684
 EF1684                          SUPERSEDED SURVEY CONTROL
 EF1684
 EF1684  ELLIP H (12/04/92)  297.58   (m)                       GP(       ) 4 1
 EF1684  NAD 83(1992)-  34 23 35.43180(N)    087 35 28.73713(W) AD(       ) 1
 EF1684  NGVD 29 (12/04/92)  323.9    (m)         1063.     (f) GPS OBS        
 EF1684
 EF1684.Superseded values are not recommended for survey control.
 EF1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1684.See file dsdata.txt to determine how the superseded data were derived.
 EF1684
 EF1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4564605910(NAD 83)
 EF1684_MARKER: DD = SURVEY DISK
 EF1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1684_SP_SET: CONCRETE POST
 EF1684_STAMPING: 30 - 5 1990
 EF1684_MARK LOGO: ALHD  
 EF1684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1684+STABILITY: SURFACE MOTION
 EF1684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1684+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1684
 EF1684  HISTORY     - Date     Condition        Report By
 EF1684  HISTORY     - 1990     MONUMENTED       ALHD
 EF1684
 EF1684                          STATION DESCRIPTION
 EF1684
 EF1684'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1684'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1684'FRANKLIN COUNTY ROAD NO. 34, ABOUT 11.59 KM (7.20 MI) NORTHEAST OF
 EF1684'PHIL CAMPBELL AND ABOUT 18.02 KM (11.20 MI) SOUTHEAST OF
 EF1684'RUSSELLVILLE.
 EF1684'TO REACH THE STATION FROM THE JUNCTION OF ALA 195 AND ALA 243, ABOUT
 EF1684'8.05 KM (5.00 MI) EAST OF HALEYVILLE, DRIVE NORTHWEST ON ALA 243
 EF1684'14.48 KM (9.00 MI) TO MILE POST 9.00 AND FRANKLIN COUNTY ROAD NO. 81
 EF1684'LEFT AND RIGHT, TURN RIGHT ON COUNTY ROAD NO. 81 AND DRIVE NORTHEAST
 EF1684'3.94 KM (2.45 MI) TO COUNTY ROAD NO. 34 ON THE RIGHT, TURN RIGHT ON
 EF1684'COUNTY ROAD NO. 34 AND DRIVE EAST 0.08 KM (0.05 MI) TO THE STATION ON
 EF1684'THE LEFT.
 EF1684'THE STATION IS 0.52 M (1.71 FT) SOUTH OF A FOUR STRAND BARBED WIRE
 EF1684'FENCE ON WOOD POSTS, 7.32 M (24.02 FT) NORTH OF THE CENTER OF COUNTY
 EF1684'ROAD NO. 34, 15.12 M (49.61 FT) NORTH - NORTHEAST OF A TELEPHONE
 EF1684'CABLE PEDISTAL ACROSS COUNTY ROAD NO. 34, 22.34 M (73.29 FT) WEST -
 EF1684'SOUTHWEST OF POWER POLE NO. X7207 50, 26.21 M (85.99 FT) EAST -
 EF1684'SOUTHEAST OF A TRANSFORMER POWER POLE, 42.64 M (139.89 FT) NORTHEAST
 EF1684'OF THE NORTHEAST CORNER OF THE EAST FRANKLIN VOLUNTEER FIRE
 EF1684'DEPARTMENT BUILDING, 0.44 M (1.44 FT) SOUTH OF A CARSONITE WITNESS
 EF1684'POST, AND SET FLUSH WITH THE GROUND.
 EF1684'STATION 30 - 6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1685 ***********************************************************************
 EF1685  DESIGNATION -  30 6
 EF1685  PID         -  EF1685
 EF1685  STATE/COUNTY-  AL/FRANKLIN
 EF1685  USGS QUAD   -  NEWBURG (1945)
 EF1685
 EF1685                         *CURRENT SURVEY CONTROL
 EF1685  ___________________________________________________________________
 EF1685* NAD 83(1992)-  34 23 49.30619(N)    087 35 18.56463(W)     ADJUSTED  
 EF1685* NAVD 88     -       319.5    (meters)    1048.     (feet)  VERTCON   
 EF1685  ___________________________________________________________________
 EF1685  X           -     221,689.682 (meters)                     COMP
 EF1685  Y           -  -5,264,080.530 (meters)                     COMP
 EF1685  Z           -   3,583,038.083 (meters)                     COMP
 EF1685  LAPLACE CORR-           2.14  (seconds)                    DEFLEC99
 EF1685  ELLIP HEIGHT-         293.12  (meters)          (07/29/02) GPS OBS
 EF1685  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 EF1685
 EF1685  HORZ ORDER  -  FIRST
 EF1685  ELLP ORDER  -  FOURTH    CLASS I
 EF1685
 EF1685.The horizontal coordinates were established by GPS observations
 EF1685.and adjusted by the National Geodetic Survey in December 1992..
 EF1685
 EF1685.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1685
 EF1685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1685
 EF1685.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1685
 EF1685.The ellipsoidal height was determined by GPS observations
 EF1685.and is referenced to NAD 83.
 EF1685
 EF1685.The geoid height was determined by GEOID03.
 EF1685
 EF1685;                    North         East     Units Scale Factor Converg.
 EF1685;SPC AL W     -   487,559.973   591,863.626   MT  0.99993415   -0 02 60.0
 EF1685;UTM  16      - 3,806,336.181   445,908.006   MT  0.99963606   -0 19 56.9
 EF1685
 EF1685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1685!SPC AL W     -   0.99995399  x   0.99993415  =   0.99988814
 EF1685!UTM  16      -   0.99995399  x   0.99963606  =   0.99959007
 EF1685
 EF1685:                Primary Azimuth Mark                     Grid Az
 EF1685:SPC AL W     -  30 5                                     211 19 47.9
 EF1685:UTM  16      -  30 5                                     211 36 44.8
 EF1685
 EF1685|---------------------------------------------------------------------|
 EF1685| PID    Reference Object                     Distance      Geod. Az  |
 EF1685|                                                           dddmmss.s |
 EF1685| EF1684 30 5                                APPROX. 0.5 KM 2111647.9 |
 EF1685|---------------------------------------------------------------------|
 EF1685
 EF1685                          SUPERSEDED SURVEY CONTROL
 EF1685
 EF1685  ELLIP H (12/04/92)  293.15   (m)                       GP(       ) 4 1
 EF1685  NAD 83(1992)-  34 23 49.31418(N)    087 35 18.56314(W) AD(       ) 1
 EF1685  NGVD 29 (12/04/92)  319.5    (m)         1048.     (f) GPS OBS        
 EF1685
 EF1685.Superseded values are not recommended for survey control.
 EF1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1685.See file dsdata.txt to determine how the superseded data were derived.
 EF1685
 EF1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4590806336(NAD 83)
 EF1685_MARKER: DD = SURVEY DISK
 EF1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1685_SP_SET: CONCRETE POST
 EF1685_STAMPING: 30 - 6 1990
 EF1685_MARK LOGO: ALHD  
 EF1685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1685+STABILITY: SURFACE MOTION
 EF1685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1685+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1685
 EF1685  HISTORY     - Date     Condition        Report By
 EF1685  HISTORY     - 1990     MONUMENTED       ALHD
 EF1685
 EF1685                          STATION DESCRIPTION
 EF1685
 EF1685'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1685'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1685'FRANKLIN COUNTY ROAD NO. 34, ABOUT 11.91 KM (7.40 MI) NORTHEAST OF
 EF1685'PHIL CAMPBELL AND ABOUT 17.70 KM (11.00 MI) SOUTHEAST OF
 EF1685'RUSSELLVILLE.
 EF1685'TO REACH THE STATION FROM THE JUNCTION OF ALA 195 AND ALA 243, ABOUT
 EF1685'8.05 KM (5.00 MI) EAST OF HALEYVILLE, DRIVE NORTHWEST ON ALA 243
 EF1685'14.48 KM (9.00 MI) TO MILE POST 9.00 AND FRANKLIN COUNTY ROAD NO. 81
 EF1685'LEFT AND RIGHT, TURN RIGHT ON COUNTY ROAD NO. 81 AND DRIVE NORTHEAST
 EF1685'4.51 KM (2.80 MI) TO THE STATION ON THE LEFT.
 EF1685'THE STATION IS 1.46 M (4.79 FT) SOUTHEAST OF A SIX STRAND BARBED WIRE
 EF1685'FENCE ON WOOD POSTS, 2.13 M (6.99 FT) SOUTH - SOUTHEAST OF A FENCE
 EF1685'CORNER, 4.18 M (13.71 FT) NORTHEAST OF THE EAST GATE POST, 8.84 M
 EF1685'(29.00 FT) NORTHWEST OF THE CENTER OF COUNTY ROAD NO. 81, 22.46 M
 EF1685'(73.69 FT) NORTH OF TELEPHONE CABLE PEDISTAL NO. P73 ACROSS COUNTY
 EF1685'ROAD NO. 81, APPROXIMATELY 60.96 M (200.00 FT) NORTH OF PLEASANT HILL
 EF1685'METHODIST CHURCH, 1.30 M (4.27 FT) EAST - SOUTHEAST OF A CARSONITE
 EF1685'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1685'STATION 30 - 5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1686 ***********************************************************************
 EF1686  DESIGNATION -  30 7
 EF1686  PID         -  EF1686
 EF1686  STATE/COUNTY-  AL/FRANKLIN
 EF1686  USGS QUAD   -  ISBELL (1945)
 EF1686
 EF1686                         *CURRENT SURVEY CONTROL
 EF1686  ___________________________________________________________________
 EF1686* NAD 83(1992)-  34 24 16.38011(N)    087 45 26.75225(W)     ADJUSTED  
 EF1686* NAVD 88     -       310.7    (meters)    1019.     (feet)  VERTCON   
 EF1686  ___________________________________________________________________
 EF1686  X           -     206,148.452 (meters)                     COMP
 EF1686  Y           -  -5,264,232.695 (meters)                     COMP
 EF1686  Z           -   3,583,721.233 (meters)                     COMP
 EF1686  LAPLACE CORR-           3.12  (seconds)                    DEFLEC99
 EF1686  ELLIP HEIGHT-         283.87  (meters)          (07/29/02) GPS OBS
 EF1686  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EF1686
 EF1686  HORZ ORDER  -  FIRST
 EF1686  ELLP ORDER  -  FOURTH    CLASS I
 EF1686
 EF1686.The horizontal coordinates were established by GPS observations
 EF1686.and adjusted by the National Geodetic Survey in December 1992..
 EF1686
 EF1686.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1686
 EF1686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1686
 EF1686.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1686
 EF1686.The ellipsoidal height was determined by GPS observations
 EF1686.and is referenced to NAD 83.
 EF1686
 EF1686.The geoid height was determined by GEOID03.
 EF1686
 EF1686;                    North         East     Units Scale Factor Converg.
 EF1686;SPC AL W     -   488,420.661   576,332.161   MT  0.99994024   -0 08 43.6
 EF1686;UTM  16      - 3,807,273.166   430,385.466   MT  0.99965973   -0 25 40.8
 EF1686
 EF1686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1686!SPC AL W     -   0.99995544  x   0.99994024  =   0.99989568
 EF1686!UTM  16      -   0.99995544  x   0.99965973  =   0.99961519
 EF1686
 EF1686:                Primary Azimuth Mark                     Grid Az
 EF1686:SPC AL W     -  SMITH RESET                              313 30 01.0
 EF1686:UTM  16      -  SMITH RESET                              313 46 58.2
 EF1686
 EF1686|---------------------------------------------------------------------|
 EF1686| PID    Reference Object                     Distance      Geod. Az  |
 EF1686|                                                           dddmmss.s |
 EF1686| EF1580 SMITH RESET                         424.951 METERS 3132117.4 |
 EF1686|---------------------------------------------------------------------|
 EF1686
 EF1686                          SUPERSEDED SURVEY CONTROL
 EF1686
 EF1686  ELLIP H (12/04/92)  283.90   (m)                       GP(       ) 4 1
 EF1686  NAD 83(1992)-  34 24 16.38805(N)    087 45 26.75118(W) AD(       ) 1
 EF1686  NGVD 29 (12/04/92)  310.6    (m)         1019.     (f) GPS OBS        
 EF1686
 EF1686.Superseded values are not recommended for survey control.
 EF1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1686.See file dsdata.txt to determine how the superseded data were derived.
 EF1686
 EF1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3038507273(NAD 83)
 EF1686_MARKER: DD = SURVEY DISK
 EF1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1686_SP_SET: CONCRETE POST
 EF1686_STAMPING: 30 - 7 1990
 EF1686_MARK LOGO: ALHD  
 EF1686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1686+STABILITY: SURFACE MOTION
 EF1686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1686+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 EF1686
 EF1686  HISTORY     - Date     Condition        Report By
 EF1686  HISTORY     - 1990     MONUMENTED       ALHD
 EF1686  HISTORY     - 19920129 GOOD             ALHD
 EF1686
 EF1686                          STATION DESCRIPTION
 EF1686
 EF1686'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1686'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1686'FRANKLIN COUNTY ROAD NO. 22, ABOUT 11.75 KM (7.30 MI) SOUTH -
 EF1686'SOUTHWEST OF RUSSELLVILLE AND ABOUT 7.40 KM (4.60 MI) NORTHWEST OF
 EF1686'PHIL CAMPBELL.
 EF1686'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43, ALA 17, ALA 5, AND
 EF1686'ALA 13, MILE POST 293.70 ON U. S. 43, BETWEEN RUSSELLVILLE AND PHIL
 EF1686'CAMPBELL, DRIVE NORTH ON U. S. 43 0.48 KM (0.30 MI) TO MILE POST 294
 EF1686'AND FRANKLIN COUNTY ROAD NO. 22 LEFT, TURN LEFT ON COUNTY ROAD 22 AND
 EF1686'DRIVE WEST 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.
 EF1686'THE STATION IS 0.52 M (1.71 FT) NORTHEAST OF A THREE STRAND BARBED
 EF1686'WIRE FENCE ON METAL POSTS, 5.49 M (18.01 FT) SOUTHEAST OF THE END OF
 EF1686'THE FENCE, 6.86 M (22.51 FT) SOUTHWEST OF THE CENTER OF COUNTY ROAD
 EF1686'22, 17.59 M (57.71 FT) WEST OF THE NORTHWEST END OF A 15 INCH
 EF1686'CORREGATED METAL PIPE UNDER A DRIVEWAY ACROSS COUNTY ROAD 22, 0.56 M
 EF1686'(1.84 FT) NORTH - NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 EF1686'FLUSH WITH THE GROUND.
 EF1686'STATION SMITH 1939 - 1977 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1686
 EF1686                          STATION RECOVERY (1992)
 EF1686
 EF1686'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 EF1686'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1686'FRANKLIN COUNTY ROAD NO. 22, ABOUT 11.75 KM (7.30 MI) SOUTH-SOUTHWEST
 EF1686'OF RUSSELLVILLE AND ABOUT 7.40 KM (4.60 MI) NORTHWEST OF PHIL
 EF1686'CAMPBELL.
 EF1686'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, ALA 17, ALA 5, AND
 EF1686'ALA 13, MILE POST 293.70 ON U.S. 43, BETWEEN RUSSELLVILLE AND PHIL
 EF1686'CAMPBELL, DRIVE NORTH ON U.S. 43 FOR 0.48 KM (0.30 MI) TO MILE POST
 EF1686'294 AND FRANKLIN COUNTY ROAD NO. 22 LEFT, TURN LEFT ON COUNTY ROAD 22
 EF1686'AND DRIVE WEST FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.
 EF1686'THE STATION IS 0.52 M (1.71 FT) NORTHEAST OF A THREE STRAND BARBED
 EF1686'WIRE FENCE ON METAL POSTS, 5.49 M (18.01 FT) SOUTHEAST OF THE END OF
 EF1686'THE FENCE, 6.86 M (22.51 FT) SOUTHWEST OF THE CENTER OF COUNTY ROAD
 EF1686'22, 17.59 M (57.71 FT) WEST OF THE NORTHWEST END OF A 15-INCH
 EF1686'CORREGATED METAL PIPE UNDER A DRIVEWAY ACROSS COUNTY ROAD 22, 0.56 M
 EF1686'(1.84 FT) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1686'WITH THE GROUND.
 EF1686'STATION SMITH 1939 1977 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1756 ***********************************************************************
 EF1756  DESIGNATION -  30 8
 EF1756  PID         -  EF1756
 EF1756  STATE/COUNTY-  AL/FRANKLIN
 EF1756  USGS QUAD   -  PLEASANT GROVE (1988)
 EF1756
 EF1756                         *CURRENT SURVEY CONTROL
 EF1756  ___________________________________________________________________
 EF1756* NAD 83(1992)-  34 33 21.65021(N)    087 58 47.98193(W)     ADJUSTED  
 EF1756* NAVD 88     -       168.5    (meters)     553.     (feet)  VERTCON   
 EF1756  ___________________________________________________________________
 EF1756  X           -     185,358.752 (meters)                     COMP
 EF1756  Y           -  -5,255,369.900 (meters)                     COMP
 EF1756  Z           -   3,597,491.287 (meters)                     COMP
 EF1756  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 EF1756  ELLIP HEIGHT-         141.33  (meters)          (07/29/02) GPS OBS
 EF1756  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EF1756
 EF1756  HORZ ORDER  -  FIRST
 EF1756  ELLP ORDER  -  FOURTH    CLASS I
 EF1756
 EF1756.The horizontal coordinates were established by GPS observations
 EF1756.and adjusted by the National Geodetic Survey in December 1992..
 EF1756
 EF1756.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1756
 EF1756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1756
 EF1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1756
 EF1756.The ellipsoidal height was determined by GPS observations
 EF1756.and is referenced to NAD 83.
 EF1756
 EF1756.The geoid height was determined by GEOID03.
 EF1756
 EF1756;                    North         East     Units Scale Factor Converg.
 EF1756;SPC AL W     -   505,296.217   555,949.527   MT  0.99995724   -0 16 20.1
 EF1756;UTM  16      - 3,824,244.654   410,091.921   MT  0.99969963   -0 33 21.2
 EF1756
 EF1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1756!SPC AL W     -   0.99997782  x   0.99995724  =   0.99993506
 EF1756!UTM  16      -   0.99997782  x   0.99969963  =   0.99967745
 EF1756
 EF1756|---------------------------------------------------------------------|
 EF1756| PID    Reference Object                     Distance      Geod. Az  |
 EF1756|                                                           dddmmss.s |
 EF1756| EF1757 30 9                                388.400 METERS 09452     |
 EF1756|---------------------------------------------------------------------|
 EF1756
 EF1756                          SUPERSEDED SURVEY CONTROL
 EF1756
 EF1756  ELLIP H (12/04/92)  141.38   (m)                       GP(       ) 4 1
 EF1756  NAD 83(1992)-  34 33 21.65834(N)    087 58 47.98033(W) AD(       ) 1
 EF1756  NGVD 29 (12/04/92)  168.5    (m)          553.     (f) GPS OBS        
 EF1756
 EF1756.Superseded values are not recommended for survey control.
 EF1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1756.See file dsdata.txt to determine how the superseded data were derived.
 EF1756
 EF1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1009224245(NAD 83)
 EF1756_MARKER: DD = SURVEY DISK
 EF1756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1756_SP_SET: CONCRETE POST
 EF1756_STAMPING: 30-8 1991
 EF1756_MARK LOGO: ALHD  
 EF1756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1756+STABILITY: SURFACE MOTION
 EF1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1756+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2001
 EF1756
 EF1756  HISTORY     - Date     Condition        Report By
 EF1756  HISTORY     - 1991     MONUMENTED       ALHD
 EF1756  HISTORY     - 19920219 GOOD
 EF1756  HISTORY     - 20010822 GOOD             ALHD
 EF1756
 EF1756                          STATION DESCRIPTION
 EF1756
 EF1756'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1756'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1756'A PAVED COUNTY ROAD TO CEDAR CREEK DAM, ABOUT 12.10 MI (19.47 KM)
 EF1756'NORTHEAST OF RED BAY AND ABOUT 14.50 MI (23.33 KM) WEST-NORTHWEST OF
 EF1756'RUSSELLVILLE.
 EF1756'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 247 (MILE
 EF1756'POST 0 ON ALA 247 AND MILE POST 5.30 ON ALA 24) ABOUT 3.5 MI
 EF1756'(5.6 KM) EAST OF RED BAY, DRIVE NORTHEAST ON ALA 247 FOR 9.60 MI
 EF1756'(15.45 KM) TO MILE POST 9.60 AND A PAVED COUNTY ROAD LEFT AND RIGHT,
 EF1756'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 0.05 MI
 EF1756'(0.08 KM) TO THE STATION ON THE RIGHT.
 EF1756'THE STATION IS 3.0 FT (0.9 M) NORTH OF A HOGWIRE FENCE WITH ONE STRAND
 EF1756'OF BARBED WIRE ON CEDAR POSTS, 3.3 FT (1.0 M) NORTHWEST OF A CONCRETE
 EF1756'RIGHT OF WAY MARKER, 50.0 FT (15.2 M) SOUTH OF THE CENTERLINE OF A
 EF1756'PAVED COUNTY ROAD TO CEDAR CREEK DAM, 113.0 FT (34.4 M) EAST OF A
 EF1756'POWER POLE WITH THREE SMALL TRANSFORMERS, 2.9 FT (0.9 M)
 EF1756'NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1756'GROUND.
 EF1756'STATION 30-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1756
 EF1756                          STATION RECOVERY (1992)
 EF1756
 EF1756'RECOVERED 1992
 EF1756'RECOVERED IN GOOD CONDITION.
 EF1756
 EF1756                          STATION RECOVERY (2001)
 EF1756
 EF1756'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EF1756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1757 ***********************************************************************
 EF1757  DESIGNATION -  30 9
 EF1757  PID         -  EF1757
 EF1757  STATE/COUNTY-  AL/FRANKLIN
 EF1757  USGS QUAD   -  PLEASANT GROVE (1988)
 EF1757
 EF1757                         *CURRENT SURVEY CONTROL
 EF1757  ___________________________________________________________________
 EF1757* NAD 83(1992)-  34 33 20.58012(N)    087 58 32.80203(W)     ADJUSTED  
 EF1757* NAVD 88     -       171.7    (meters)     563.     (feet)  VERTCON   
 EF1757  ___________________________________________________________________
 EF1757  X           -     185,746.270 (meters)                     COMP
 EF1757  Y           -  -5,255,377.571 (meters)                     COMP
 EF1757  Z           -   3,597,465.944 (meters)                     COMP
 EF1757  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 EF1757  ELLIP HEIGHT-         144.53  (meters)          (07/29/02) GPS OBS
 EF1757  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EF1757
 EF1757  HORZ ORDER  -  FIRST
 EF1757  ELLP ORDER  -  FOURTH    CLASS I
 EF1757
 EF1757.The horizontal coordinates were established by GPS observations
 EF1757.and adjusted by the National Geodetic Survey in December 1992..
 EF1757
 EF1757.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1757.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1757
 EF1757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1757
 EF1757.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1757
 EF1757.The ellipsoidal height was determined by GPS observations
 EF1757.and is referenced to NAD 83.
 EF1757
 EF1757.The geoid height was determined by GEOID03.
 EF1757
 EF1757;                    North         East     Units Scale Factor Converg.
 EF1757;SPC AL W     -   505,261.413   556,336.348   MT  0.99995682   -0 16 11.5
 EF1757;UTM  16      - 3,824,207.946   410,478.464   MT  0.99969878   -0 33 12.6
 EF1757
 EF1757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1757!SPC AL W     -   0.99997731  x   0.99995682  =   0.99993413
 EF1757!UTM  16      -   0.99997731  x   0.99969878  =   0.99967610
 EF1757
 EF1757|---------------------------------------------------------------------|
 EF1757| PID    Reference Object                     Distance      Geod. Az  |
 EF1757|                                                           dddmmss.s |
 EF1757| EF1756 30 8                                388.400 METERS 27452     |
 EF1757|---------------------------------------------------------------------|
 EF1757
 EF1757                          SUPERSEDED SURVEY CONTROL
 EF1757
 EF1757  ELLIP H (12/04/92)  144.58   (m)                       GP(       ) 4 1
 EF1757  NAD 83(1992)-  34 33 20.58825(N)    087 58 32.80044(W) AD(       ) 1
 EF1757  NGVD 29 (12/04/92)  171.7    (m)          563.     (f) GPS OBS        
 EF1757
 EF1757.Superseded values are not recommended for survey control.
 EF1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1757.See file dsdata.txt to determine how the superseded data were derived.
 EF1757
 EF1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1047824208(NAD 83)
 EF1757_MARKER: DD = SURVEY DISK
 EF1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1757_SP_SET: CONCRETE POST
 EF1757_STAMPING: 30-9 1991
 EF1757_MARK LOGO: ALHD  
 EF1757_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1757+STABILITY: SURFACE MOTION
 EF1757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1757+SATELLITE: SATELLITE OBSERVATIONS - August 22, 2001
 EF1757
 EF1757  HISTORY     - Date     Condition        Report By
 EF1757  HISTORY     - 1991     MONUMENTED       ALHD
 EF1757  HISTORY     - 19920220 GOOD
 EF1757  HISTORY     - 20010822 GOOD             ALHD
 EF1757
 EF1757                          STATION DESCRIPTION
 EF1757
 EF1757'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1757'THE STATION IS LOCATED IN FRANKLIN COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1757'A COUNTY GRAVEL ROAD TO CEDAR CREEK DAM, ABOUT 12.30 MI (19.79 KM)
 EF1757'NORTHEAST OF RED BAY AND ABOUT 14.25 MI (22.93 KM) WEST-NORTHWEST OF
 EF1757'RUSSELLVILLE.
 EF1757'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 247 (MILE
 EF1757'POST 0 ON ALA 247 AND MILE POST 5.30 ON ALA 24) ABOUT 3.5 MI
 EF1757'(5.6 KM) EAST OF RED BAY, DRIVE NORTHEAST ON ALA 247 FOR 9.60 MI
 EF1757'(15.45 KM) TO MILE POST 9.60 AND A PAVED COUNTY ROAD LEFT AND RIGHT,
 EF1757'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 0.30 MI
 EF1757'(0.48 KM) TO THE STATION ON THE LEFT.
 EF1757'THE STATION IS LOCATED ON A TEN FOOT BACKSLOPE APPROXIMATELY 100 YARDS
 EF1757'EAST OF THE END OF PAVEMENT, 3.6 FT (1.1 M) SOUTH OF A THREE STRAND
 EF1757'BARBED WIRE FENCE ON OLD WOOD POSTS, 60.0 FT (18.3 M) NORTH OF THE
 EF1757'CENTER OF THE COUNTY GRAVEL ROAD, 3.5 FT (1.1 M) SOUTH OF A CARSONITE
 EF1757'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1757'STATION 30-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1757
 EF1757                          STATION RECOVERY (1992)
 EF1757
 EF1757'RECOVERED 1992
 EF1757'RECOVERED IN GOOD CONDITION.
 EF1757
 EF1757                          STATION RECOVERY (2001)
 EF1757
 EF1757'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EF1757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0043 ***********************************************************************
 BU0043  DESIGNATION -  30 BB 18
 BU0043  PID         -  BU0043
 BU0043  STATE/COUNTY-  AL/PIKE
 BU0043  USGS QUAD   -  GOSHEN (1968)
 BU0043
 BU0043                         *CURRENT SURVEY CONTROL
 BU0043  ___________________________________________________________________
 BU0043* NAD 83(1986)-  31 43 23.     (N)    086 07 05.     (W)     SCALED    
 BU0043* NAVD 88     -        96.649  (meters)     317.09   (feet)  ADJUSTED  
 BU0043  ___________________________________________________________________
 BU0043  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BU0043  DYNAMIC HT  -          96.534 (meters)     316.71  (feet)  COMP
 BU0043  MODELED GRAV-     979,453.3   (mgal)                       NAVD 88
 BU0043
 BU0043  VERT ORDER  -  FIRST     CLASS I
 BU0043
 BU0043.The horizontal coordinates were scaled from a topographic map and have
 BU0043.an estimated accuracy of +/- 6 seconds.
 BU0043
 BU0043.The orthometric height was determined by differential leveling
 BU0043.and adjusted by the National Geodetic Survey in June 1991..
 BU0043
 BU0043.The geoid height was determined by GEOID03.
 BU0043
 BU0043.The dynamic height is computed by dividing the NAVD 88
 BU0043.geopotential number by the normal gravity value computed on the
 BU0043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0043.degrees latitude (g = 980.6199 gals.).
 BU0043
 BU0043.The modeled gravity was interpolated from observed gravity values.
 BU0043
 BU0043;                    North         East    Units  Estimated Accuracy
 BU0043;SPC AL E     -   135,630.      173,020.      MT  (+/- 180 meters Scaled)
 BU0043
 BU0043                          SUPERSEDED SURVEY CONTROL
 BU0043
 BU0043  NGVD 29 (??/??/92)   96.645  (m)          317.08   (f) ADJ UNCH    1 1
 BU0043
 BU0043.Superseded values are not recommended for survey control.
 BU0043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0043.See file dsdata.txt to determine how the superseded data were derived.
 BU0043
 BU0043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA835100(NAD 83)
 BU0043_MARKER: DD = SURVEY DISK
 BU0043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0043_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0043_STAMPING: 30 BB 18 1966 317.211 30 ENGR BN
 BU0043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0043+STABILITY: SURFACE MOTION
 BU0043
 BU0043  HISTORY     - Date     Condition        Report By
 BU0043  HISTORY     - 1966     MONUMENTED       USGS
 BU0043  HISTORY     - 1968     GOOD             NGS
 BU0043
 BU0043                          STATION DESCRIPTION
 BU0043
 BU0043'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0043'IN GOSHEN.
 BU0043'AT GOSHEN, ABOUT 0.15 MILE NORTHEAST ALONG THE CENTRAL OF GEORGIA
 BU0043'RAILROAD FROM THE SOUTHWEST ONE OF TWO BLACK TOPPED ROAD CROSSING, AT
 BU0043'A BLACK TOPPED ROAD CROSSING, 27 FEET EAST OF THE CENTER OF THE ROAD
 BU0043'CROSSING THE MAIN TRACK, 14 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF
 BU0043'THE MAIN TRACK, 20 FEET NORTHEAST OF THE CENTER LINE OF BLACK TOPPED
 BU0043'ROAD, 0.3 MILE NORTHEAST OF MILEPOST S 388, 3 FEET SOUTH OF A METAL
 BU0043'WITNESS POST, 1/2 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP
 BU0043'OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0040 ***********************************************************************
 BU0040  DESIGNATION -  30 BB 19
 BU0040  PID         -  BU0040
 BU0040  STATE/COUNTY-  AL/PIKE
 BU0040  USGS QUAD   -  GOSHEN (1968)
 BU0040
 BU0040                         *CURRENT SURVEY CONTROL
 BU0040  ___________________________________________________________________
 BU0040* NAD 83(1986)-  31 43 01.     (N)    086 07 29.     (W)     SCALED    
 BU0040* NAVD 88     -       102.532  (meters)     336.39   (feet)  ADJUSTED  
 BU0040  ___________________________________________________________________
 BU0040  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BU0040  DYNAMIC HT  -         102.410 (meters)     335.99  (feet)  COMP
 BU0040  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 BU0040
 BU0040  VERT ORDER  -  FIRST     CLASS I
 BU0040
 BU0040.The horizontal coordinates were scaled from a topographic map and have
 BU0040.an estimated accuracy of +/- 6 seconds.
 BU0040
 BU0040.The orthometric height was determined by differential leveling
 BU0040.and adjusted by the National Geodetic Survey in June 1991..
 BU0040
 BU0040.The geoid height was determined by GEOID03.
 BU0040
 BU0040.The dynamic height is computed by dividing the NAVD 88
 BU0040.geopotential number by the normal gravity value computed on the
 BU0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0040.degrees latitude (g = 980.6199 gals.).
 BU0040
 BU0040.The modeled gravity was interpolated from observed gravity values.
 BU0040
 BU0040;                    North         East    Units  Estimated Accuracy
 BU0040;SPC AL E     -   134,960.      172,380.      MT  (+/- 180 meters Scaled)
 BU0040
 BU0040                          SUPERSEDED SURVEY CONTROL
 BU0040
 BU0040  NGVD 29 (??/??/92)  102.528  (m)          336.38   (f) ADJ UNCH    1 1
 BU0040
 BU0040.Superseded values are not recommended for survey control.
 BU0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0040.See file dsdata.txt to determine how the superseded data were derived.
 BU0040
 BU0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA829093(NAD 83)
 BU0040_MARKER: DD = SURVEY DISK
 BU0040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0040_STAMPING: 30 BB 19 336.483 30 ENGR BN 1966
 BU0040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0040+STABILITY: SURFACE MOTION
 BU0040
 BU0040  HISTORY     - Date     Condition        Report By
 BU0040  HISTORY     - 1966     MONUMENTED       USGS
 BU0040  HISTORY     - 1968     GOOD             NGS
 BU0040
 BU0040                          STATION DESCRIPTION
 BU0040
 BU0040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0040'0.4 MI SW FROM GOSHEN.
 BU0040'0.4 MILE SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BU0040'SOUTHWEST ONE OF TWO BLACK TOPPED ROAD CROSSING AT GOSHEN, 0.2 MILE
 BU0040'SOUTHWEST OF MILEPOST S 388, AT A BLACK TOPPED ROAD CROSSING, 24 1/2
 BU0040'FEET EAST OF THE CENTER LINE OF THE CROSSING OF THE NORTH-SOUTH BLACK
 BU0040'TOPPED ROAD, 14.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 4 FEET
 BU0040'NORTHEAST OF A CROSSING SIGN POST, 2 FEET SOUTH OF A METAL WITNESS
 BU0040'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BU0040'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0006 ***********************************************************************
 BU0006  DESIGNATION -  30 D 9
 BU0006  PID         -  BU0006
 BU0006  STATE/COUNTY-  AL/CRENSHAW
 BU0006  USGS QUAD   -  BRANTLEY (1971)
 BU0006
 BU0006                         *CURRENT SURVEY CONTROL
 BU0006  ___________________________________________________________________
 BU0006* NAD 83(1986)-  31 32 40.     (N)    086 18 51.     (W)     SCALED    
 BU0006* NAVD 88     -        77.587  (meters)     254.55   (feet)  ADJUSTED  
 BU0006  ___________________________________________________________________
 BU0006  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BU0006  DYNAMIC HT  -          77.493 (meters)     254.24  (feet)  COMP
 BU0006  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 BU0006
 BU0006  VERT ORDER  -  FIRST     CLASS I
 BU0006
 BU0006.The horizontal coordinates were scaled from a topographic map and have
 BU0006.an estimated accuracy of +/- 6 seconds.
 BU0006
 BU0006.The orthometric height was determined by differential leveling
 BU0006.and adjusted by the National Geodetic Survey in June 1991..
 BU0006
 BU0006.The geoid height was determined by GEOID03.
 BU0006
 BU0006.The dynamic height is computed by dividing the NAVD 88
 BU0006.geopotential number by the normal gravity value computed on the
 BU0006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0006.degrees latitude (g = 980.6199 gals.).
 BU0006
 BU0006.The modeled gravity was interpolated from observed gravity values.
 BU0006
 BU0006;                    North         East    Units  Estimated Accuracy
 BU0006;SPC AL E     -   115,890.      154,340.      MT  (+/- 180 meters Scaled)
 BU0006
 BU0006                          SUPERSEDED SURVEY CONTROL
 BU0006
 BU0006  NGVD 29 (??/??/92)   77.592  (m)          254.57   (f) ADJ UNCH    1 1
 BU0006
 BU0006.Superseded values are not recommended for survey control.
 BU0006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0006.See file dsdata.txt to determine how the superseded data were derived.
 BU0006
 BU0006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV651901(NAD 83)
 BU0006_MARKER: DB = BENCH MARK DISK
 BU0006_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0006_SP_SET: ABUTMENT
 BU0006_STAMPING: 30-D-9 1967 254.7 30TH ENGR BN
 BU0006_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0006_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0006+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU0006
 BU0006  HISTORY     - Date     Condition        Report By
 BU0006  HISTORY     - 1967     MONUMENTED       USGS
 BU0006  HISTORY     - 1968     GOOD             NGS
 BU0006  HISTORY     - 20040412 GOOD             ALHD
 BU0006
 BU0006                          STATION DESCRIPTION
 BU0006
 BU0006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0006'4.75 MI NE FROM DOZIER.
 BU0006'4.75 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE INTERSECTION OF
 BU0006'COUNTY ROAD 77 AT DOZIER, SET IN THE TOP OF THE NORTHWEST END OF THE
 BU0006'SOUTHWEST CONCRETE ABUTMENT COF AN 86-FOOT BRIDGE OVER BUCK CREEK, 15
 BU0006'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH
 BU0006'THE HIGHWAY.  NOTE--MARK MAY ALSO BE REACHED BY GOING 4.6 MILES
 BU0006'SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF U.S. HIGHWAY 331
 BU0006'AT BRANTLEY.
 BU0006
 BU0006                          STATION RECOVERY (2004)
 BU0006
 BU0006'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU0006'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0313 ***********************************************************************
 BU0313  DESIGNATION -  30 G 16
 BU0313  PID         -  BU0313
 BU0313  STATE/COUNTY-  AL/COVINGTON
 BU0313  USGS QUAD   -  GANTT (1986)
 BU0313
 BU0313                         *CURRENT SURVEY CONTROL
 BU0313  ___________________________________________________________________
 BU0313* NAD 83(1986)-  31 23 53.     (N)    086 28 37.     (W)     SCALED    
 BU0313* NAVD 88     -        66.336  (meters)     217.64   (feet)  ADJUSTED  
 BU0313  ___________________________________________________________________
 BU0313  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BU0313  DYNAMIC HT  -          66.255 (meters)     217.37  (feet)  COMP
 BU0313  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 BU0313
 BU0313  VERT ORDER  -  FIRST     CLASS I
 BU0313
 BU0313.The horizontal coordinates were scaled from a topographic map and have
 BU0313.an estimated accuracy of +/- 6 seconds.
 BU0313
 BU0313.The orthometric height was determined by differential leveling
 BU0313.and adjusted by the National Geodetic Survey in June 1991..
 BU0313
 BU0313.The geoid height was determined by GEOID03.
 BU0313
 BU0313.The dynamic height is computed by dividing the NAVD 88
 BU0313.geopotential number by the normal gravity value computed on the
 BU0313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0313.degrees latitude (g = 980.6199 gals.).
 BU0313
 BU0313.The modeled gravity was interpolated from observed gravity values.
 BU0313
 BU0313;                    North         East    Units  Estimated Accuracy
 BU0313;SPC AL E     -    99,740.      138,790.      MT  (+/- 180 meters Scaled)
 BU0313
 BU0313                          SUPERSEDED SURVEY CONTROL
 BU0313
 BU0313  NGVD 29 (??/??/92)   66.358  (m)          217.71   (f) ADJ UNCH    1 1
 BU0313
 BU0313.Superseded values are not recommended for survey control.
 BU0313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0313.See file dsdata.txt to determine how the superseded data were derived.
 BU0313
 BU0313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV497738(NAD 83)
 BU0313_MARKER: DD = SURVEY DISK
 BU0313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0313_STAMPING: 30.G.16 1967 217.6
 BU0313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0313+STABILITY: SURFACE MOTION
 BU0313
 BU0313  HISTORY     - Date     Condition        Report By
 BU0313  HISTORY     - 1967     MONUMENTED       USGS
 BU0313  HISTORY     - 1968     GOOD             NGS
 BU0313
 BU0313                          STATION DESCRIPTION
 BU0313
 BU0313'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0313'1.1 MI S FROM GANTT.
 BU0313'ABOUT 1.1 MILES SOUTH ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF
 BU0313'COUNTY ROAD 82 AT GANTT, 0.2 MILE SOUTHEAST OF THE EAST END OF A
 BU0313'HIGHWAY BRIDGE OVER CONECUH RIVER, AT THE JUNCTION OF A BLACK TOPPED
 BU0313'ROAD AND CENTRAL OF GEORGIA RAILWAY, 119 FEET WEST OF THE CENTER OF
 BU0313'THE JUNCTION, 78 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 97
 BU0313'FEET NORTH OF THE CENTER LINE OF THE BLACK TOPPED ROAD, 25.5 FEET
 BU0313'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILWAY TRACK, 1.5 FEET SOUTH
 BU0313'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 BU0313'TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 BU0313'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0030 ***********************************************************************
 BU0030  DESIGNATION -  30 GG 1
 BU0030  PID         -  BU0030
 BU0030  STATE/COUNTY-  AL/CRENSHAW
 BU0030  USGS QUAD   -  GLENWOOD (1968)
 BU0030
 BU0030                         *CURRENT SURVEY CONTROL
 BU0030  ___________________________________________________________________
 BU0030* NAD 83(1986)-  31 39 53.     (N)    086 10 15.     (W)     SCALED    
 BU0030* NAVD 88     -        86.694  (meters)     284.43   (feet)  ADJUSTED  
 BU0030  ___________________________________________________________________
 BU0030  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BU0030  DYNAMIC HT  -          86.590 (meters)     284.09  (feet)  COMP
 BU0030  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 BU0030
 BU0030  VERT ORDER  -  FIRST     CLASS I
 BU0030
 BU0030.The horizontal coordinates were scaled from a topographic map and have
 BU0030.an estimated accuracy of +/- 6 seconds.
 BU0030
 BU0030.The orthometric height was determined by differential leveling
 BU0030.and adjusted by the National Geodetic Survey in June 1991..
 BU0030
 BU0030.The geoid height was determined by GEOID03.
 BU0030
 BU0030.The dynamic height is computed by dividing the NAVD 88
 BU0030.geopotential number by the normal gravity value computed on the
 BU0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0030.degrees latitude (g = 980.6199 gals.).
 BU0030
 BU0030.The modeled gravity was interpolated from observed gravity values.
 BU0030
 BU0030;                    North         East    Units  Estimated Accuracy
 BU0030;SPC AL E     -   129,180.      167,990.      MT  (+/- 180 meters Scaled)
 BU0030
 BU0030                          SUPERSEDED SURVEY CONTROL
 BU0030
 BU0030  NGVD 29 (??/??/92)   86.690  (m)          284.42   (f) ADJ UNCH    1 1
 BU0030
 BU0030.Superseded values are not recommended for survey control.
 BU0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0030.See file dsdata.txt to determine how the superseded data were derived.
 BU0030
 BU0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA786035(NAD 83)
 BU0030_MARKER: DD = SURVEY DISK
 BU0030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0030_STAMPING: 30 GG 1 1966 30 ENGR BN 284.518
 BU0030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0030+STABILITY: SURFACE MOTION
 BU0030
 BU0030  HISTORY     - Date     Condition        Report By
 BU0030  HISTORY     - 1966     MONUMENTED       USGS
 BU0030  HISTORY     - 1967     GOOD             NGS
 BU0030
 BU0030                          STATION DESCRIPTION
 BU0030
 BU0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BU0030'IN GLENWOOD.
 BU0030'AT GLENWOOD, AT THE CROSSING OF A PRIVATE ROAD, ALONG THE CENTRAL OF
 BU0030'GEORGIA RAILWAY, 86 FEET SOUTH OF THE CENTER OF THE CROSSING OF THE
 BU0030'MAIN TRACK AND THE BLACK TOPPED ROAD, 79 FEET SOUTHEAST OF THE
 BU0030'SOUTHEAST RAIL OF THE MAIN TRACK, 34 FEET NORTHWEST OF THE CENTER LINE
 BU0030'OF A GRAVEL ROAD, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE BLACK
 BU0030'TOPPED ROAD, 1 FOOT NORTHEAST OF A POWER LINE POLE, ABOUT LEVEL WITH
 BU0030'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BU0030'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0261 ***********************************************************************
 BU0261  DESIGNATION -  30 K 2
 BU0261  PID         -  BU0261
 BU0261  STATE/COUNTY-  AL/COVINGTON
 BU0261  USGS QUAD   -  OPP WEST (1986)
 BU0261
 BU0261                         *CURRENT SURVEY CONTROL
 BU0261  ___________________________________________________________________
 BU0261* NAD 83(1986)-  31 15 28.     (N)    086 15 18.     (W)     SCALED    
 BU0261* NAVD 88     -        99.132  (meters)     325.24   (feet)  ADJUSTED  
 BU0261  ___________________________________________________________________
 BU0261  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BU0261  DYNAMIC HT  -          99.010 (meters)     324.84  (feet)  COMP
 BU0261  MODELED GRAV-     979,414.2   (mgal)                       NAVD 88
 BU0261
 BU0261  VERT ORDER  -  FIRST     CLASS I
 BU0261
 BU0261.The horizontal coordinates were scaled from a topographic map and have
 BU0261.an estimated accuracy of +/- 6 seconds.
 BU0261
 BU0261.The orthometric height was determined by differential leveling
 BU0261.and adjusted by the National Geodetic Survey in June 1991..
 BU0261
 BU0261.The geoid height was determined by GEOID03.
 BU0261
 BU0261.The dynamic height is computed by dividing the NAVD 88
 BU0261.geopotential number by the normal gravity value computed on the
 BU0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0261.degrees latitude (g = 980.6199 gals.).
 BU0261
 BU0261.The modeled gravity was interpolated from observed gravity values.
 BU0261
 BU0261;                    North         East    Units  Estimated Accuracy
 BU0261;SPC AL E     -    84,090.      159,840.      MT  (+/- 180 meters Scaled)
 BU0261
 BU0261                          SUPERSEDED SURVEY CONTROL
 BU0261
 BU0261  NGVD 29 (??/??/92)   99.157  (m)          325.32   (f) ADJ UNCH    1 1
 BU0261
 BU0261.Superseded values are not recommended for survey control.
 BU0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0261.See file dsdata.txt to determine how the superseded data were derived.
 BU0261
 BU0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV709584(NAD 83)
 BU0261_MARKER: DB = BENCH MARK DISK
 BU0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0261_STAMPING: 30-K-2 325 360 1966 30 ENGR BN
 BU0261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0261+STABILITY: SURFACE MOTION
 BU0261
 BU0261  HISTORY     - Date     Condition        Report By
 BU0261  HISTORY     - 1966     MONUMENTED       CGS
 BU0261  HISTORY     - 1968     GOOD             NGS
 BU0261
 BU0261                          STATION DESCRIPTION
 BU0261
 BU0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0261'2.5 MI S FROM OPP.
 BU0261'ABOUT 2.5 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0261'THE STATION AT OPP, ABOUT 0.25 MILE SOUTHWEST OF MILEPOST 597, 117 1/2
 BU0261'FEET WEST OF THE CENTER OF A PRIVATE ROAD CROSSING, 101 1/2 FEET
 BU0261'SOUTHWEST OF THE CENTER LINE OF THE PRIVATE ROAD, 47.6 FEET NORTHWEST
 BU0261'OF THE NORTHWEST RAIL, 25 1/2 FEET SOUTHEAST OF THE CENTER LINE OF
 BU0261'U.S. HIGHWAY 331, 2 1/2 FEET NORTHWEST OF A TELEPHONE POLE WITH TWO
 BU0261'GUY WIRES, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT LEVEL
 BU0261'WITH THE HIGHWAY, ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN
 BU0261'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 BU0261'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1168 ***********************************************************************
 CM1168  DESIGNATION -  30 RESET
 CM1168  PID         -  CM1168
 CM1168  STATE/COUNTY-  AL/MACON
 CM1168  USGS QUAD   -  WARRIORSTAND (1973)
 CM1168
 CM1168                         *CURRENT SURVEY CONTROL
 CM1168  ___________________________________________________________________
 CM1168* NAD 83(1986)-  32 18 43.     (N)    085 33 13.     (W)     SCALED    
 CM1168* NAVD 88     -       149.59   (meters)     490.8    (feet)  RESET     
 CM1168  ___________________________________________________________________
 CM1168  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CM1168
 CM1168  VERT ORDER  -  THIRD
 CM1168
 CM1168.The horizontal coordinates were scaled from a topographic map and have
 CM1168.an estimated accuracy of +/- 6 seconds.
 CM1168
 CM1168.The orthometric height was computed from unverified reset data.
 CM1168
 CM1168.The geoid height was determined by GEOID03.
 CM1168
 CM1168;                    North         East    Units  Estimated Accuracy
 CM1168;SPC AL E     -   200,930.      226,340.      MT  (+/- 180 meters Scaled)
 CM1168
 CM1168                          SUPERSEDED SURVEY CONTROL
 CM1168
 CM1168.No superseded survey control is available for this station.
 CM1168
 CM1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA361759(NAD 83)
 CM1168_MARKER: DD = SURVEY DISK
 CM1168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1168_STAMPING: 30 ALA 1934 RESET 1967
 CM1168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1168+STABILITY: SURFACE MOTION
 CM1168
 CM1168  HISTORY     - Date     Condition        Report By
 CM1168  HISTORY     - 1967     MONUMENTED       CGS
 CM1168
 CM1168                          STATION DESCRIPTION
 CM1168
 CM1168'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CM1168'11 MI NW FROM HURTSBORO.
 CM1168'ABOUT 11 MILES NORTHWEST ALONG COUNTY ROAD 10 FROM THE SEABOARD
 CM1168'AIRLINE RAILROAD STATION AT HURTSBORO, AT A FORK IN THE ROAD,
 CM1168'40 FEET NORTH OF THE CENTER LINE OF THE ROAD LEADING WEST, 124
 CM1168'FEET SOUTHWEST OF COUNTY ROAD 10, 23 FEET SOUTHWEST OF THE
 CM1168'SOUTHWEST CORNER OF THE BRICK CHIMNEY OF A TENANT HOUSE, 27 FEET
 CM1168'SOUTH OF A 16 INCH HICKORY TREE, ON TOP OF A BANK ABOUT 10
 CM1168'FEET HIGH, 1 FOOT NORTH OF A METAL WITNESS POST, 1 FOOT NORTHEAST
 CM1168'OF A FENCE CORNER, 83 FEET SOUTHWEST OF A POWER POLE, SET IN THE
 CM1168'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0016 ***********************************************************************
 BU0016  DESIGNATION -  30 RRB.1
 BU0016  PID         -  BU0016
 BU0016  STATE/COUNTY-  AL/CRENSHAW
 BU0016  USGS QUAD   -  BRANTLEY (1971)
 BU0016
 BU0016                         *CURRENT SURVEY CONTROL
 BU0016  ___________________________________________________________________
 BU0016* NAD 83(1986)-  31 34 58.     (N)    086 15 23.     (W)     SCALED    
 BU0016* NAVD 88     -        89.822  (meters)     294.69   (feet)  ADJUSTED  
 BU0016  ___________________________________________________________________
 BU0016  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU0016  DYNAMIC HT  -          89.713 (meters)     294.33  (feet)  COMP
 BU0016  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 BU0016
 BU0016  VERT ORDER  -  FIRST     CLASS I
 BU0016
 BU0016.The horizontal coordinates were scaled from a topographic map and have
 BU0016.an estimated accuracy of +/- 6 seconds.
 BU0016
 BU0016.The orthometric height was determined by differential leveling
 BU0016.and adjusted by the National Geodetic Survey in June 1991..
 BU0016
 BU0016.The geoid height was determined by GEOID03.
 BU0016
 BU0016.The dynamic height is computed by dividing the NAVD 88
 BU0016.geopotential number by the normal gravity value computed on the
 BU0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0016.degrees latitude (g = 980.6199 gals.).
 BU0016
 BU0016.The modeled gravity was interpolated from observed gravity values.
 BU0016
 BU0016;                    North         East    Units  Estimated Accuracy
 BU0016;SPC AL E     -   120,120.      159,850.      MT  (+/- 180 meters Scaled)
 BU0016
 BU0016                          SUPERSEDED SURVEY CONTROL
 BU0016
 BU0016  NGVD 29 (??/??/92)   89.823  (m)          294.69   (f) ADJ UNCH    1 1
 BU0016
 BU0016.Superseded values are not recommended for survey control.
 BU0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0016.See file dsdata.txt to determine how the superseded data were derived.
 BU0016
 BU0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV705944(NAD 83)
 BU0016_MARKER: DD = SURVEY DISK
 BU0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0016_STAMPING: 30 RRB.1 294.7
 BU0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0016+STABILITY: SURFACE MOTION
 BU0016_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0016+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU0016
 BU0016  HISTORY     - Date     Condition        Report By
 BU0016  HISTORY     - UNK      MONUMENTED       USGS
 BU0016  HISTORY     - 1968     GOOD             NGS
 BU0016  HISTORY     - 20040412 GOOD             ALHD
 BU0016
 BU0016                          STATION DESCRIPTION
 BU0016
 BU0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0016'IN BRANTLEY.
 BU0016'AT BRANTLEY, 0.05 MILE EAST ALONG COUNTY ROAD 57 (EAST EMMETT AVENUE)
 BU0016'FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND 331 (MAIN STREET), NEAR THE
 BU0016'INTERSECTION OF PEACH TREE STREET, NEAR THE NORTHWEST CORNER OF THE
 BU0016'POST OFFICE, 41 FEET SOUTH OF THE SOUTH CURB OF EAST EMMETT AVENUE, 43
 BU0016'FEET EAST OF THE CENTER LINE OF PEACH TREE STREET, 1.3 FEET SOUTHWEST
 BU0016'OF THE NORTHWEST CORNER OF THE POST OFFICE, 0.6 FOOT WEST OF THE WEST
 BU0016'WALL OF THE POST OFFICE, ABOUT LEVEL WITH THE AVENUE AND SET IN THE
 BU0016'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 BU0016'GROUND.
 BU0016
 BU0016                          STATION RECOVERY (2004)
 BU0016
 BU0016'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU0016'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0013 ***********************************************************************
 BU0013  DESIGNATION -  30 RRB.2
 BU0013  PID         -  BU0013
 BU0013  STATE/COUNTY-  AL/CRENSHAW
 BU0013  USGS QUAD   -  BRANTLEY (1971)
 BU0013
 BU0013                         *CURRENT SURVEY CONTROL
 BU0013  ___________________________________________________________________
 BU0013* NAD 83(1986)-  31 34 48.     (N)    086 16 37.     (W)     SCALED    
 BU0013* NAVD 88     -        79.919  (meters)     262.20   (feet)  ADJUSTED  
 BU0013  ___________________________________________________________________
 BU0013  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BU0013  DYNAMIC HT  -          79.822 (meters)     261.88  (feet)  COMP
 BU0013  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 BU0013
 BU0013  VERT ORDER  -  FIRST     CLASS I
 BU0013
 BU0013.The horizontal coordinates were scaled from a topographic map and have
 BU0013.an estimated accuracy of +/- 6 seconds.
 BU0013
 BU0013.The orthometric height was determined by differential leveling
 BU0013.and adjusted by the National Geodetic Survey in June 1991..
 BU0013
 BU0013.The geoid height was determined by GEOID03.
 BU0013
 BU0013.The dynamic height is computed by dividing the NAVD 88
 BU0013.geopotential number by the normal gravity value computed on the
 BU0013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0013.degrees latitude (g = 980.6199 gals.).
 BU0013
 BU0013.The modeled gravity was interpolated from observed gravity values.
 BU0013
 BU0013;                    North         East    Units  Estimated Accuracy
 BU0013;SPC AL E     -   119,820.      157,890.      MT  (+/- 180 meters Scaled)
 BU0013
 BU0013                          SUPERSEDED SURVEY CONTROL
 BU0013
 BU0013  NGVD 29 (??/??/92)   79.921  (m)          262.21   (f) ADJ UNCH    1 1
 BU0013
 BU0013.Superseded values are not recommended for survey control.
 BU0013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0013.See file dsdata.txt to determine how the superseded data were derived.
 BU0013
 BU0013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV686941(NAD 83)
 BU0013_MARKER: DD = SURVEY DISK
 BU0013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0013_STAMPING: 30 RRB.2 1967 262.3
 BU0013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0013+STABILITY: SURFACE MOTION
 BU0013
 BU0013  HISTORY     - Date     Condition        Report By
 BU0013  HISTORY     - 1967     MONUMENTED       USGS
 BU0013  HISTORY     - 1968     GOOD             NGS
 BU0013
 BU0013                          STATION DESCRIPTION
 BU0013
 BU0013'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0013'1.2 MI SW FROM BRANTLEY.
 BU0013'1.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF U.S.
 BU0013'HIGHWAY 331 AT BRANTLEY, 0.25 MILE SOUTHWEST OF COUNTY ROAD 39, 102
 BU0013'FEET EAST OF THE EAST CORNER OF A BRICK STORE AND SERVICE STATION, 60
 BU0013'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET
 BU0013'WEST-NORTHWEST OF THE SOUTH CORNER OF A FENCE CORNER FOR A PASTURE,
 BU0013'1.0 FOOT SOUTHWEST OF A FENCE, 1.5 FEET EAST-SOUTHEAST OF A METAL
 BU0013'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 BU0013'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0011 ***********************************************************************
 BU0011  DESIGNATION -  30 RRB.3
 BU0011  PID         -  BU0011
 BU0011  STATE/COUNTY-  AL/CRENSHAW
 BU0011  USGS QUAD   -  BRANTLEY (1971)
 BU0011
 BU0011                         *CURRENT SURVEY CONTROL
 BU0011  ___________________________________________________________________
 BU0011* NAD 83(1986)-  31 34 13.     (N)    086 17 21.     (W)     SCALED    
 BU0011* NAVD 88     -        78.678  (meters)     258.13   (feet)  ADJUSTED  
 BU0011  ___________________________________________________________________
 BU0011  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 BU0011  DYNAMIC HT  -          78.583 (meters)     257.82  (feet)  COMP
 BU0011  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 BU0011
 BU0011  VERT ORDER  -  FIRST     CLASS I
 BU0011
 BU0011.The horizontal coordinates were scaled from a topographic map and have
 BU0011.an estimated accuracy of +/- 6 seconds.
 BU0011
 BU0011.The orthometric height was determined by differential leveling
 BU0011.and adjusted by the National Geodetic Survey in June 1991..
 BU0011
 BU0011.The geoid height was determined by GEOID03.
 BU0011
 BU0011.The dynamic height is computed by dividing the NAVD 88
 BU0011.geopotential number by the normal gravity value computed on the
 BU0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0011.degrees latitude (g = 980.6199 gals.).
 BU0011
 BU0011.The modeled gravity was interpolated from observed gravity values.
 BU0011
 BU0011;                    North         East    Units  Estimated Accuracy
 BU0011;SPC AL E     -   118,750.      156,730.      MT  (+/- 180 meters Scaled)
 BU0011
 BU0011                          SUPERSEDED SURVEY CONTROL
 BU0011
 BU0011  NGVD 29 (??/??/92)   78.682  (m)          258.14   (f) ADJ UNCH    1 1
 BU0011
 BU0011.Superseded values are not recommended for survey control.
 BU0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0011.See file dsdata.txt to determine how the superseded data were derived.
 BU0011
 BU0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV674930(NAD 83)
 BU0011_MARKER: DD = SURVEY DISK
 BU0011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0011_SP_SET: ABUTMENT
 BU0011_STAMPING: 30 RRB.3 1967 258.2
 BU0011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0011_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0011+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU0011
 BU0011  HISTORY     - Date     Condition        Report By
 BU0011  HISTORY     - 1967     MONUMENTED       USGS
 BU0011  HISTORY     - 1968     GOOD             NGS
 BU0011  HISTORY     - 20040412 GOOD             ALHD
 BU0011
 BU0011                          STATION DESCRIPTION
 BU0011
 BU0011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0011'2.2 MI SW FROM BRANTLEY.
 BU0011'2.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF U.S.
 BU0011'HIGHWAY 331 AT BRANTLEY, 0.7 MILE NORTHEAST OF THE JUNCTION OF STATE
 BU0011'HIGHWAY 106, SET IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST
 BU0011'CONCRETE ABUTMENT OF AN 108-FOOT BRIDGE OVER A CREEK, 14 FEET
 BU0011'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 BU0011'HIGHWAY.
 BU0011
 BU0011                          STATION RECOVERY (2004)
 BU0011
 BU0011'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU0011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0010 ***********************************************************************
 BU0010  DESIGNATION -  30 RRB.4
 BU0010  PID         -  BU0010
 BU0010  STATE/COUNTY-  AL/CRENSHAW
 BU0010  USGS QUAD   -  BRANTLEY (1971)
 BU0010
 BU0010                         *CURRENT SURVEY CONTROL
 BU0010  ___________________________________________________________________
 BU0010* NAD 83(1986)-  31 33 46.     (N)    086 17 48.     (W)     SCALED    
 BU0010* NAVD 88     -        88.512  (meters)     290.39   (feet)  ADJUSTED  
 BU0010  ___________________________________________________________________
 BU0010  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BU0010  DYNAMIC HT  -          88.405 (meters)     290.04  (feet)  COMP
 BU0010  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 BU0010
 BU0010  VERT ORDER  -  FIRST     CLASS I
 BU0010
 BU0010.The horizontal coordinates were scaled from a topographic map and have
 BU0010.an estimated accuracy of +/- 6 seconds.
 BU0010
 BU0010.The orthometric height was determined by differential leveling
 BU0010.and adjusted by the National Geodetic Survey in June 1991..
 BU0010
 BU0010.The geoid height was determined by GEOID03.
 BU0010
 BU0010.The dynamic height is computed by dividing the NAVD 88
 BU0010.geopotential number by the normal gravity value computed on the
 BU0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0010.degrees latitude (g = 980.6199 gals.).
 BU0010
 BU0010.The modeled gravity was interpolated from observed gravity values.
 BU0010
 BU0010;                    North         East    Units  Estimated Accuracy
 BU0010;SPC AL E     -   117,920.      156,010.      MT  (+/- 180 meters Scaled)
 BU0010
 BU0010                          SUPERSEDED SURVEY CONTROL
 BU0010
 BU0010  NGVD 29 (??/??/92)   88.516  (m)          290.41   (f) ADJ UNCH    1 1
 BU0010
 BU0010.Superseded values are not recommended for survey control.
 BU0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0010.See file dsdata.txt to determine how the superseded data were derived.
 BU0010
 BU0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV667921(NAD 83)
 BU0010_MARKER: DD = SURVEY DISK
 BU0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0010_STAMPING: 30 RRB.4 1967 290.5
 BU0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0010+STABILITY: SURFACE MOTION
 BU0010
 BU0010  HISTORY     - Date     Condition        Report By
 BU0010  HISTORY     - 1967     MONUMENTED       USGS
 BU0010  HISTORY     - 1968     GOOD             NGS
 BU0010
 BU0010                          STATION DESCRIPTION
 BU0010
 BU0010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0010'2.9 MI SW FROM BRANTLEY.
 BU0010'2.9 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF U.S.
 BU0010'HIGHWAY 331 AT BRANTLEY, 138 FEET WEST OF THE CENTER OF THE JUNCTION
 BU0010'OF STATE HIGHWAY 106 LEADING NORTHWEST, 135 FEET NORTHWEST OF THE
 BU0010'CENTER LINE OF U.S. HIGHWAY 29, 80 FEET NORTH OF THE CENTER OF A WELL,
 BU0010'51 FEET SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 106, 10 FEET
 BU0010'SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE, 1.5 FEET
 BU0010'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH U.S. HIGHWAY 29
 BU0010'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BU0010'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0009 ***********************************************************************
 BU0009  DESIGNATION -  30 RRB.5
 BU0009  PID         -  BU0009
 BU0009  STATE/COUNTY-  AL/CRENSHAW
 BU0009  USGS QUAD   -  BRANTLEY (1971)
 BU0009
 BU0009                         *CURRENT SURVEY CONTROL
 BU0009  ___________________________________________________________________
 BU0009* NAD 83(1986)-  31 33 09.     (N)    086 18 23.     (W)     SCALED    
 BU0009* NAVD 88     -        77.475  (meters)     254.18   (feet)  ADJUSTED  
 BU0009  ___________________________________________________________________
 BU0009  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BU0009  DYNAMIC HT  -          77.381 (meters)     253.87  (feet)  COMP
 BU0009  MODELED GRAV-     979,427.4   (mgal)                       NAVD 88
 BU0009
 BU0009  VERT ORDER  -  FIRST     CLASS I
 BU0009
 BU0009.The horizontal coordinates were scaled from a topographic map and have
 BU0009.an estimated accuracy of +/- 6 seconds.
 BU0009
 BU0009.The orthometric height was determined by differential leveling
 BU0009.and adjusted by the National Geodetic Survey in June 1991..
 BU0009
 BU0009.The geoid height was determined by GEOID03.
 BU0009
 BU0009.The dynamic height is computed by dividing the NAVD 88
 BU0009.geopotential number by the normal gravity value computed on the
 BU0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0009.degrees latitude (g = 980.6199 gals.).
 BU0009
 BU0009.The modeled gravity was interpolated from observed gravity values.
 BU0009
 BU0009;                    North         East    Units  Estimated Accuracy
 BU0009;SPC AL E     -   116,780.      155,090.      MT  (+/- 180 meters Scaled)
 BU0009
 BU0009                          SUPERSEDED SURVEY CONTROL
 BU0009
 BU0009  NGVD 29 (??/??/92)   77.480  (m)          254.20   (f) ADJ UNCH    1 1
 BU0009
 BU0009.Superseded values are not recommended for survey control.
 BU0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0009.See file dsdata.txt to determine how the superseded data were derived.
 BU0009
 BU0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV658910(NAD 83)
 BU0009_MARKER: DD = SURVEY DISK
 BU0009_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0009_SP_SET: CULVERT
 BU0009_STAMPING: 30 RRB.5 1967 254.3
 BU0009_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0009_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0009+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU0009
 BU0009  HISTORY     - Date     Condition        Report By
 BU0009  HISTORY     - 1967     MONUMENTED       USGS
 BU0009  HISTORY     - 1968     GOOD             NGS
 BU0009  HISTORY     - 20040412 GOOD             ALHD
 BU0009
 BU0009                          STATION DESCRIPTION
 BU0009
 BU0009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0009'3.8 MI SW FROM BRANTLEY.
 BU0009'3.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE JUNCTION OF U.S.
 BU0009'HIGHWAY 331 AT BRANTLEY, 0.9 MILE SOUTHWEST OF THE JUNCTION OF STATE
 BU0009'ROAD 106, SET IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 BU0009'CONCRETE HEAD WALL OF A 21-FOOT CULVERT WITH A PARTITION, 23 FEET
 BU0009'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE
 BU0009'LEVEL OF THE HIGHWAY.
 BU0009
 BU0009                          STATION RECOVERY (2004)
 BU0009
 BU0009'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU0009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0017 ***********************************************************************
 BU0017  DESIGNATION -  30 T 11
 BU0017  PID         -  BU0017
 BU0017  STATE/COUNTY-  AL/CRENSHAW
 BU0017  USGS QUAD   -  BRANTLEY (1971)
 BU0017
 BU0017                         *CURRENT SURVEY CONTROL
 BU0017  ___________________________________________________________________
 BU0017* NAD 83(1986)-  31 34 58.     (N)    086 15 23.     (W)     SCALED    
 BU0017* NAVD 88     -        88.847  (meters)     291.49   (feet)  ADJUSTED  
 BU0017  ___________________________________________________________________
 BU0017  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU0017  DYNAMIC HT  -          88.740 (meters)     291.14  (feet)  COMP
 BU0017  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 BU0017
 BU0017  VERT ORDER  -  FIRST     CLASS I
 BU0017
 BU0017.The horizontal coordinates were scaled from a topographic map and have
 BU0017.an estimated accuracy of +/- 6 seconds.
 BU0017
 BU0017.The orthometric height was determined by differential leveling
 BU0017.and adjusted by the National Geodetic Survey in June 1991..
 BU0017
 BU0017.The geoid height was determined by GEOID03.
 BU0017
 BU0017.The dynamic height is computed by dividing the NAVD 88
 BU0017.geopotential number by the normal gravity value computed on the
 BU0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0017.degrees latitude (g = 980.6199 gals.).
 BU0017
 BU0017.The modeled gravity was interpolated from observed gravity values.
 BU0017
 BU0017;                    North         East    Units  Estimated Accuracy
 BU0017;SPC AL E     -   120,120.      159,850.      MT  (+/- 180 meters Scaled)
 BU0017
 BU0017                          SUPERSEDED SURVEY CONTROL
 BU0017
 BU0017  NGVD 29 (??/??/92)   88.848  (m)          291.50   (f) ADJ UNCH    1 1
 BU0017
 BU0017.Superseded values are not recommended for survey control.
 BU0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0017.See file dsdata.txt to determine how the superseded data were derived.
 BU0017
 BU0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV705944(NAD 83)
 BU0017_MARKER: DD = SURVEY DISK
 BU0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0017_STAMPING: 30 T-11 291.537 1966 30 ENGR BN
 BU0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0017+STABILITY: SURFACE MOTION
 BU0017
 BU0017  HISTORY     - Date     Condition        Report By
 BU0017  HISTORY     - 1966     MONUMENTED       USGS
 BU0017  HISTORY     - 1967     GOOD             NGS
 BU0017
 BU0017                          STATION DESCRIPTION
 BU0017
 BU0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BU0017'IN BRANTLEY.
 BU0017'AT BRANTLEY, ABOUT 0.05 MILE EAST ALONG COUNTY ROAD 57 (EAST EMMETT
 BU0017'AVENUE) FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND 331, IN THE MEDIAN
 BU0017'OF THE ROAD, 253 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 BU0017'BRANTLEY POST OFFICE, 15 FEET WEST OF THE WEST END OF THE MEDIAN, 1
 BU0017'FOOT SOUTH OF A TELEPHONE POLE AND SET IN THE TOP OF A CONCRETE POST
 BU0017'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0340 ***********************************************************************
 BU0340  DESIGNATION -  30 U 23
 BU0340  PID         -  BU0340
 BU0340  STATE/COUNTY-  AL/COVINGTON
 BU0340  USGS QUAD   -  OPP EAST (1986)
 BU0340
 BU0340                         *CURRENT SURVEY CONTROL
 BU0340  ___________________________________________________________________
 BU0340* NAD 83(1992)-  31 17 46.89214(N)    086 14 19.71211(W)     ADJUSTED  
 BU0340* NAVD 88     -       100.87   (+/-2cm)     330.9    (feet)  VERTCON   
 BU0340  ___________________________________________________________________
 BU0340  X           -     357,841.102 (meters)                     COMP
 BU0340  Y           -  -5,443,309.096 (meters)                     COMP
 BU0340  Z           -   3,294,052.813 (meters)                     COMP
 BU0340  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BU0340  ELLIP HEIGHT-          74.04  (meters)          (07/29/02) GPS OBS
 BU0340  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BU0340
 BU0340  HORZ ORDER  -  FIRST
 BU0340  VERT ORDER  -  THIRD ? (See Below)
 BU0340  ELLP ORDER  -  FOURTH    CLASS I
 BU0340
 BU0340.The horizontal coordinates were established by GPS observations
 BU0340.and adjusted by the National Geodetic Survey in December 1992..
 BU0340
 BU0340.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU0340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU0340.The vertical order pertains to the NGVD 29 superseded value.
 BU0340
 BU0340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU0340
 BU0340.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0340
 BU0340.The ellipsoidal height was determined by GPS observations
 BU0340.and is referenced to NAD 83.
 BU0340
 BU0340.The geoid height was determined by GEOID03.
 BU0340
 BU0340;                    North         East     Units Scale Factor Converg.
 BU0340;SPC AL E     -    88,357.927   161,397.026   MT  0.99997837   -0 12 38.3
 BU0340;UTM  16      - 3,462,696.685   572,443.198   MT  0.99966473   +0 23 43.5
 BU0340
 BU0340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0340!SPC AL E     -   0.99998837  x   0.99997837  =   0.99996674
 BU0340!UTM  16      -   0.99998837  x   0.99966473  =   0.99965311
 BU0340
 BU0340|---------------------------------------------------------------------|
 BU0340| PID    Reference Object                     Distance      Geod. Az  |
 BU0340|                                                           dddmmss.s |
 BU0340| BU2003 20 1 A                              352.742 METERS 10619     |
 BU0340|---------------------------------------------------------------------|
 BU0340
 BU0340                          SUPERSEDED SURVEY CONTROL
 BU0340
 BU0340  ELLIP H (12/04/92)   74.08   (m)                       GP(       ) 4 1
 BU0340  NAD 83(1986)-  31 17 46.90701(N)    086 14 19.71521(W) AD(       ) 1
 BU0340  NAD 83(1986)-  31 17 46.90684(N)    086 14 19.71492(W) AD(       ) 1
 BU0340  NGVD 29 (03/29/91)  100.89   (m)          331.0    (f) LEVELING    3  
 BU0340
 BU0340.Superseded values are not recommended for survey control.
 BU0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0340.See file dsdata.txt to determine how the superseded data were derived.
 BU0340
 BU0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7244362697(NAD 83)
 BU0340_MARKER: DB = BENCH MARK DISK
 BU0340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0340_SP_SET: CONCRETE POST
 BU0340_STAMPING: 30-U-23 330.974 1966 30 ENGR BN
 BU0340_MARK LOGO: USGS  
 BU0340_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU0340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0340+STABILITY: SURFACE MOTION
 BU0340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU0340+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991
 BU0340
 BU0340  HISTORY     - Date     Condition        Report By
 BU0340  HISTORY     - 1966     MONUMENTED       USGS
 BU0340  HISTORY     - 1968     GOOD             NGS
 BU0340  HISTORY     - 19891108 GOOD             ALHD
 BU0340  HISTORY     - 19910116 GOOD
 BU0340
 BU0340                          STATION DESCRIPTION
 BU0340
 BU0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0340'1.6 MI NE FROM OPP.
 BU0340'ABOUT 1.6 MILES NORTHEAST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE
 BU0340'AT OPP, AT THE NORTH CORNER OF A LARGE CEMETERY, 60 FEET SOUTH OF THE
 BU0340'CENTER OF THE JUNCTION OF A BLACK TOPPED ROAD LEADING SOUTHEAST, 40
 BU0340'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 42 1/2 FEET SOUTHEAST
 BU0340'OF THE CENTER LINE OF THE HIGHWAY, 1.4 FEET NORTHEAST OF A HIGHWAY
 BU0340'RIGHT-OF-WAY MARKER POST, 1 FOOT NORTHWEST OF A METAL WITNESS POST,
 BU0340'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU0340'PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 BU0340
 BU0340                          STATION RECOVERY (1989)
 BU0340
 BU0340'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU0340'THIS STATION WAS RECOVERED IN GOOD CONDITION.
 BU0340'TO REACH THE STATION FROM THE POST OFFICE IN OPP GO NORTHEAST ON
 BU0340'UNITED STATES HIGHWAY 84 FOR 2.6 KM (1.60 MI) TO THE STATION ON THE
 BU0340'RIGHT.  IT IS AT THE NORTH CORNER OF A LARGE CEMETERY, ABOUT 18.3 M
 BU0340'(60.0 FT) SOUTH OF THE CENTER OF A JUNCTION WITH A SIDEROAD RIGHT,
 BU0340'12.95 M (42.5 FT) SOUTHEAST OF THE CENTER LINE OF HIGHWAY 84, 12.2 M
 BU0340'(40.0 FT) SOUTHWEST OF THE CENTER LINE OF THE SIDEROAD, 0.43 M
 BU0340'(1.4 FT) NORTHEAST OF A HIGHWAY RIGHT OF WAY MARKER POST, AND 0.3 M
 BU0340'(1.0 FT) NORTHWEST OF A WITNESS POST.
 BU0340'STATION 20-1-A CAN BE USED AS AN AZIMUTH.
 BU0340
 BU0340                          STATION RECOVERY (1991)
 BU0340
 BU0340'RECOVERED 1991
 BU0340'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2029 ***********************************************************************
 BH2029  DESIGNATION -  301
 BH2029  PID         -  BH2029
 BH2029  STATE/COUNTY-  AL/MOBILE
 BH2029  USGS QUAD   -  TANNER WILLIAMS (1982)
 BH2029
 BH2029                         *CURRENT SURVEY CONTROL
 BH2029  ___________________________________________________________________
 BH2029* NAD 83(1992)-  30 43 25.38224(N)    088 21 54.78386(W)     ADJUSTED  
 BH2029* NAVD 88     -        57.26   (+/-2cm)     187.9    (feet)  VERTCON   
 BH2029  ___________________________________________________________________
 BH2029  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 BH2029  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 BH2029
 BH2029  HORZ ORDER  -  SECOND
 BH2029  VERT ORDER  -  THIRD ? (See Below)
 BH2029
 BH2029.The horizontal coordinates were established by classical geodetic methods
 BH2029.and adjusted by the National Geodetic Survey in May 1994..
 BH2029
 BH2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2029.The vertical order pertains to the NGVD 29 superseded value.
 BH2029
 BH2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2029
 BH2029.The geoid height was determined by GEOID03.
 BH2029
 BH2029;                    North         East     Units Scale Factor Converg.
 BH2029;SPC AL W     -    80,544.585   517,134.752   MT  1.00001801   -0 26 31.4
 BH2029;SPC MS E     -   135,741.175   344,833.407   MT  0.99997479   +0 14 21.0
 BH2029;SPC MS E     -   445,344.17  1,131,340.94   sFT  0.99997479   +0 14 21.0
 BH2029;UTM  16      - 3,399,779.229   369,287.841   MT  0.99981077   -0 41 51.3
 BH2029
 BH2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2029!SPC AL W     -   0.99999551  x   1.00001801  =   1.00001352
 BH2029!SPC MS E     -   0.99999551  x   0.99997479  =   0.99997030
 BH2029!UTM  16      -   0.99999551  x   0.99981077  =   0.99980628
 BH2029
 BH2029                          SUPERSEDED SURVEY CONTROL
 BH2029
 BH2029  NAD 83(1992)-  30 43 25.38353(N)    088 21 54.78426(W) AD(       ) 2
 BH2029  NAD 83(1986)-  30 43 25.40128(N)    088 21 54.78622(W) AD(       ) 2
 BH2029  NAD 27      -  30 43 24.72200(N)    088 21 54.74700(W) AD(       ) 2
 BH2029  NGVD 29 (07/19/86)   57.23   (m)          187.8    (f) LEVELING    3  
 BH2029
 BH2029.Superseded values are not recommended for survey control.
 BH2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2029.See file dsdata.txt to determine how the superseded data were derived.
 BH2029
 BH2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6928899779(NAD 83)
 BH2029_MARKER: DS = TRIANGULATION STATION DISK
 BH2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2029+STABILITY: SURFACE MOTION
 BH2029
 BH2029  HISTORY     - Date     Condition        Report By
 BH2029  HISTORY     - 1939     MONUMENTED       CGS
 BH2029  HISTORY     - 1942     GOOD             CGS
 BH2029
 BH2029                          STATION DESCRIPTION
 BH2029
 BH2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 BH2029'SEE STATION TANNER
 BH2029
 BH2029                          STATION RECOVERY (1942)
 BH2029
 BH2029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2029'THIS TRAVERSE STATION IS ABOUT 7.4 MILES S OF WILMER, 7-1/2 MILES SW
 BH2029'OF SEMMES, AND 0.3 MILE E OF TANNER-WILLIAMS STORE. IN RIGHT-OF-WAY
 BH2029'FENCE LINE ON S SIDE OF CONCRETE HIGHWAY DIRECTLY OPPOSITE A T-DIRT
 BH2029'ROAD N, 27.8 FEET S OF CENTER LINE OF HIGHWAY, 81.0 FEET E OF NE
 BH2029'CORNER OF CORRUGATED-IRON BARN, AND 2.0 FEET N OF S RIGHT-OF-WAY
 BH2029'FENCE.
 BH2029'
 BH2029'MARK IS A STATE SURVEY DISK IN THE TOP OF A ROUND-TOPPED CONCRETE
 BH2029'POST PROJECTING 3 INCHES AND STAMPED 301.
 BH2029'
 BH2029'TO REACH FROM WILMER AT BRICK SERVICE STATION AND CROSSROADS, GO S ON
 BH2029'DIRT ROAD 7.4 MILES TO T-CONCRETE HIGHWAY AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1697 ***********************************************************************
 BU1697  DESIGNATION -  301+54
 BU1697  PID         -  BU1697
 BU1697  STATE/COUNTY-  AL/CLARKE
 BU1697  USGS QUAD   -  BASHI (1981)
 BU1697
 BU1697                         *CURRENT SURVEY CONTROL
 BU1697  ___________________________________________________________________
 BU1697* NAD 83(1986)-  31 58 39.     (N)    087 45 18.     (W)     SCALED    
 BU1697* NAVD 88     -        87.771  (meters)     287.96   (feet)  ADJUSTED  
 BU1697  ___________________________________________________________________
 BU1697  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BU1697  DYNAMIC HT  -          87.668 (meters)     287.62  (feet)  COMP
 BU1697  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 BU1697
 BU1697  VERT ORDER  -  SECOND    CLASS 0
 BU1697
 BU1697.The horizontal coordinates were scaled from a topographic map and have
 BU1697.an estimated accuracy of +/- 6 seconds.
 BU1697
 BU1697.The orthometric height was determined by differential leveling
 BU1697.and adjusted by the National Geodetic Survey in June 1991..
 BU1697
 BU1697.The geoid height was determined by GEOID03.
 BU1697
 BU1697.The dynamic height is computed by dividing the NAVD 88
 BU1697.geopotential number by the normal gravity value computed on the
 BU1697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1697.degrees latitude (g = 980.6199 gals.).
 BU1697
 BU1697.The modeled gravity was interpolated from observed gravity values.
 BU1697
 BU1697;                    North         East    Units  Estimated Accuracy
 BU1697;SPC AL W     -   219,260.      575,900.      MT  (+/- 180 meters Scaled)
 BU1697
 BU1697                          SUPERSEDED SURVEY CONTROL
 BU1697
 BU1697  NGVD 29 (??/??/92)   87.726  (m)          287.81   (f) ADJ UNCH    2 0
 BU1697
 BU1697.Superseded values are not recommended for survey control.
 BU1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1697.See file dsdata.txt to determine how the superseded data were derived.
 BU1697
 BU1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA286381(NAD 83)
 BU1697_MARKER: B = BOLT
 BU1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1697+STABILITY: SURFACE MOTION
 BU1697
 BU1697  HISTORY     - Date     Condition        Report By
 BU1697  HISTORY     - UNK      MONUMENTED       ALHD
 BU1697  HISTORY     - 1935     GOOD             NGS
 BU1697  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1697
 BU1697                          STATION DESCRIPTION
 BU1697
 BU1697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BU1697'5.4 MI NW FROM THOMASVILLE.
 BU1697'5.4 MILES NORTHWEST OF SOUTHERN RR STATION AT THOMASVILLE 40 FEET WEST
 BU1697'OF STATE HIGHWAY 13, JUST SOUTH OF THE TOP OF A HILL, AT THE NORTH END
 BU1697'OF A CURVE GOING SOUTH.  TOP OF BOLT SET IN CONCRETE POST.
 BU1697
 BU1697                          STATION RECOVERY (1973)
 BU1697
 BU1697'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0263 ***********************************************************************
 BH0263  DESIGNATION -  304 10
 BH0263  PID         -  BH0263
 BH0263  STATE/COUNTY-  AL/MOBILE
 BH0263  USGS QUAD   -  HERON BAY (1982)
 BH0263
 BH0263                         *CURRENT SURVEY CONTROL
 BH0263  ___________________________________________________________________
 BH0263* NAD 83(1986)-  30 22 10.     (N)    088 08 33.     (W)     SCALED    
 BH0263* NAVD 88     -         1.850  (meters)       6.07   (feet)  POSTED    
 BH0263  ___________________________________________________________________
 BH0263  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BH0263  DYNAMIC HT  -           1.850 (meters)       6.07  (feet)  COMP
 BH0263  MODELED GRAV-     979,325.6   (mgal)                       NAVD 88
 BH0263
 BH0263  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0263
 BH0263.The horizontal coordinates were scaled from a topographic map and have
 BH0263.an estimated accuracy of +/- 6 seconds.
 BH0263
 BH0263.The orthometric height was determined by differential leveling
 BH0263.and adjusted by the National Geodetic Survey in 1992..
 BH0263.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0263.rate of 0.0 thru 1.0 mm/km.
 BH0263
 BH0263.The geoid height was determined by GEOID03.
 BH0263
 BH0263.The dynamic height is computed by dividing the NAVD 88
 BH0263.geopotential number by the normal gravity value computed on the
 BH0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0263.degrees latitude (g = 980.6199 gals.).
 BH0263
 BH0263.The modeled gravity was interpolated from observed gravity values.
 BH0263
 BH0263;                    North         East    Units  Estimated Accuracy
 BH0263;SPC AL W     -    41,130.      538,240.      MT  (+/- 180 meters Scaled)
 BH0263
 BH0263                          SUPERSEDED SURVEY CONTROL
 BH0263
 BH0263  NGVD 29 (06/24/99)    1.809  (m)            5.93   (f) ADJUSTED    1 2
 BH0263
 BH0263.Superseded values are not recommended for survey control.
 BH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0263.See file dsdata.txt to determine how the superseded data were derived.
 BH0263
 BH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU902602(NAD 83)
 BH0263_MARKER: DD = SURVEY DISK
 BH0263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0263_STAMPING: 304-10
 BH0263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0263+STABILITY: SURFACE MOTION
 BH0263
 BH0263  HISTORY     - Date     Condition        Report By
 BH0263  HISTORY     - UNK      MONUMENTED       ALGS
 BH0263  HISTORY     - 1955     GOOD             CGS
 BH0263  HISTORY     - 1984     MARK NOT FOUND   NGS
 BH0263
 BH0263                          STATION DESCRIPTION
 BH0263
 BH0263'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0263'1.75 MI W FROM ALABAMA PORT.
 BH0263'ABOUT 1.75 MILES WEST ALONG A PAVED ROAD FROM THE JUNCTION OF STATE
 BH0263'HIGHWAY 163 AT ALABAMA PORT, AT A NORTH-SOUTH CROSSROAD, 57 1/2 FEET
 BH0263'NORTH OF CENTER LINE OF ROAD, 90 FEET NORTHWEST OF CENTER OF
 BH0263'INTERSECTION, 56 FEET WEST OF CENTER LINE OF ROAD NORTH, 4 1/2 FEET
 BH0263'SOUTHEAST OF A 6-INCH PINE TREE, ABOUT 2 FEET BELOW LEVEL OF ROAD AND
 BH0263'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BH0263
 BH0263                          STATION RECOVERY (1984)
 BH0263
 BH0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH0263'NOT RECOVERED.  POSSIBLY TAKEN OUT BY HIGHWAY EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0261 ***********************************************************************
 BH0261  DESIGNATION -  304 8
 BH0261  PID         -  BH0261
 BH0261  STATE/COUNTY-  AL/MOBILE
 BH0261  USGS QUAD   -  CODEN (1985)
 BH0261
 BH0261                         *CURRENT SURVEY CONTROL
 BH0261  ___________________________________________________________________
 BH0261* NAD 83(1986)-  30 22 38.     (N)    088 09 34.     (W)     SCALED    
 BH0261* NAVD 88     -         3.957  (meters)      12.98   (feet)  POSTED    
 BH0261  ___________________________________________________________________
 BH0261  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BH0261  DYNAMIC HT  -           3.950 (meters)      12.96  (feet)  COMP
 BH0261  MODELED GRAV-     979,325.7   (mgal)                       NAVD 88
 BH0261
 BH0261  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0261
 BH0261.The horizontal coordinates were scaled from a topographic map and have
 BH0261.an estimated accuracy of +/- 6 seconds.
 BH0261
 BH0261.The orthometric height was determined by differential leveling
 BH0261.and adjusted by the National Geodetic Survey in 1992..
 BH0261.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0261.rate of 0.0 thru 1.0 mm/km.
 BH0261
 BH0261.The geoid height was determined by GEOID03.
 BH0261
 BH0261.The dynamic height is computed by dividing the NAVD 88
 BH0261.geopotential number by the normal gravity value computed on the
 BH0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0261.degrees latitude (g = 980.6199 gals.).
 BH0261
 BH0261.The modeled gravity was interpolated from observed gravity values.
 BH0261
 BH0261;                    North         East    Units  Estimated Accuracy
 BH0261;SPC AL W     -    42,000.      536,620.      MT  (+/- 180 meters Scaled)
 BH0261
 BH0261                          SUPERSEDED SURVEY CONTROL
 BH0261
 BH0261  NGVD 29 (06/24/99)    3.915  (m)           12.84   (f) ADJUSTED    1 2
 BH0261
 BH0261.Superseded values are not recommended for survey control.
 BH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0261.See file dsdata.txt to determine how the superseded data were derived.
 BH0261
 BH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU885611(NAD 83)
 BH0261_MARKER: DD = SURVEY DISK
 BH0261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0261_STAMPING: 304-8
 BH0261_MARK LOGO: ALGS  
 BH0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0261
 BH0261  HISTORY     - Date     Condition        Report By
 BH0261  HISTORY     - UNK      MONUMENTED       ALGS
 BH0261  HISTORY     - 1955     GOOD             CGS
 BH0261  HISTORY     - 1971     GOOD             NGS
 BH0261  HISTORY     - 1984     POOR             NGS
 BH0261
 BH0261                          STATION DESCRIPTION
 BH0261
 BH0261'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0261'2.95 MI W FROM ALABAMA PORT.
 BH0261'ABOUT 2.95 MILES WEST ALONG A PAVED ROAD FROM THE JUNCTION OF STATE
 BH0261'HIGHWAY 163 AT ALABAMA PORT, AT THE JUNCTION OF A PAVED ROAD LEADING
 BH0261'NORTHEAST AND NORTH TO THEODORE, 22 1/2 FEET SOUTHWEST OF CENTER LINE
 BH0261'OF ROAD, 30 FEET SOUTH-SOUTHWEST OF CENTER OF JUNCTION OF ROADS, 39
 BH0261'FEET SOUTHEAST OF CENTER LINE OF A DIRT ROAD LEADING SOUTHWEST, 27
 BH0261'FEET SOUTHEAST OF A POWER POLE, 6 FEET SOUTHEAST OF A HIGHWAY R/W
 BH0261'MARKER POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 BH0261'OF A CONCRETE POST PROJECTING 5 INCHES.
 BH0261
 BH0261                          STATION RECOVERY (1971)
 BH0261
 BH0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0261'RECOVERED IN GOOD CONDITION.
 BH0261
 BH0261                          STATION RECOVERY (1984)
 BH0261
 BH0261'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH0261'RECOVERED IN POOR CONDITION.  NOTE, FOUND LOOSE IN GROUND, NOT FIT FOR
 BH0261'LEVELS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0262 ***********************************************************************
 BH0262  DESIGNATION -  304 9
 BH0262  PID         -  BH0262
 BH0262  STATE/COUNTY-  AL/MOBILE
 BH0262  USGS QUAD   -  HERON BAY (1982)
 BH0262
 BH0262                         *CURRENT SURVEY CONTROL
 BH0262  ___________________________________________________________________
 BH0262* NAD 83(1986)-  30 22 28.     (N)    088 09 20.     (W)     SCALED    
 BH0262* NAVD 88     -         1.992  (meters)       6.54   (feet)  POSTED    
 BH0262  ___________________________________________________________________
 BH0262  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 BH0262  DYNAMIC HT  -           1.990 (meters)       6.53  (feet)  COMP
 BH0262  MODELED GRAV-     979,325.7   (mgal)                       NAVD 88
 BH0262
 BH0262  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0262
 BH0262.The horizontal coordinates were scaled from a topographic map and have
 BH0262.an estimated accuracy of +/- 6 seconds.
 BH0262
 BH0262.The orthometric height was determined by differential leveling
 BH0262.and adjusted by the National Geodetic Survey in 1992..
 BH0262.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0262.rate of 0.0 thru 1.0 mm/km.
 BH0262
 BH0262.The geoid height was determined by GEOID03.
 BH0262
 BH0262.The dynamic height is computed by dividing the NAVD 88
 BH0262.geopotential number by the normal gravity value computed on the
 BH0262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0262.degrees latitude (g = 980.6199 gals.).
 BH0262
 BH0262.The modeled gravity was interpolated from observed gravity values.
 BH0262
 BH0262;                    North         East    Units  Estimated Accuracy
 BH0262;SPC AL W     -    41,690.      536,990.      MT  (+/- 180 meters Scaled)
 BH0262
 BH0262                          SUPERSEDED SURVEY CONTROL
 BH0262
 BH0262  NGVD 29 (06/24/99)    1.951  (m)            6.40   (f) ADJUSTED    1 2
 BH0262
 BH0262.Superseded values are not recommended for survey control.
 BH0262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0262.See file dsdata.txt to determine how the superseded data were derived.
 BH0262
 BH0262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU889608(NAD 83)
 BH0262_MARKER: DD = SURVEY DISK
 BH0262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0262_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0262_STAMPING: 304-9
 BH0262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0262+STABILITY: SURFACE MOTION
 BH0262
 BH0262  HISTORY     - Date     Condition        Report By
 BH0262  HISTORY     - UNK      MONUMENTED       ALGS
 BH0262  HISTORY     - 1955     GOOD             CGS
 BH0262  HISTORY     - 1984     MARK NOT FOUND   NGS
 BH0262
 BH0262                          STATION DESCRIPTION
 BH0262
 BH0262'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0262'2.6 MI W FROM ALABAMA PORT.
 BH0262'ABOUT 2.6 MILES WEST ALONG A PAVED ROAD FROM THE JUNCTION OF STATE
 BH0262'HIGHWAY 163 AT ALABAMA PORT, ABOUT 0.35 MILE SOUTHEAST OF THE JUNCTION
 BH0262'OF A PAVED ROAD LEADING NORTHEAST AND NORTH TO THEODORE, ABOUT 0.25
 BH0262'MILE EAST OF A BRIDGE OVER FOWL RIVER, 60 FEET SOUTH OF CENTER LINE OF
 BH0262'ROAD, 182 FEET WEST OF A POWER POLE WITH A TRANSFORMER AND IN LINE
 BH0262'WITH ROW OF POLES, 96 FEET EAST OF THE EXTENDED CENTER LINE OF A DRIVE
 BH0262'LEADING NORTH, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 BH0262'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BH0262'INCHES.
 BH0262
 BH0262                          STATION RECOVERY (1984)
 BH0262
 BH0262'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH0262'NOT RECOVERED, POSSIBLY TAKEN OUT BY ROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0219 ***********************************************************************
 CN0219  DESIGNATION -  304.963
 CN0219  PID         -  CN0219
 CN0219  STATE/COUNTY-  AL/ELMORE
 CN0219  USGS QUAD   -  ELMORE (1987)
 CN0219
 CN0219                         *CURRENT SURVEY CONTROL
 CN0219  ___________________________________________________________________
 CN0219* NAD 83(1986)-  32 37 08.     (N)    086 15 17.     (W)     SCALED    
 CN0219* NAVD 88     -        81.400  (meters)     267.06   (feet)  ADJUSTED  
 CN0219  ___________________________________________________________________
 CN0219  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CN0219  DYNAMIC HT  -          81.307 (meters)     266.75  (feet)  COMP
 CN0219  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 CN0219
 CN0219  VERT ORDER  -  SECOND    CLASS 0
 CN0219
 CN0219.The horizontal coordinates were scaled from a topographic map and have
 CN0219.an estimated accuracy of +/- 6 seconds.
 CN0219
 CN0219.The orthometric height was determined by differential leveling
 CN0219.and adjusted by the National Geodetic Survey in June 1991..
 CN0219
 CN0219.The geoid height was determined by GEOID03.
 CN0219
 CN0219.The dynamic height is computed by dividing the NAVD 88
 CN0219.geopotential number by the normal gravity value computed on the
 CN0219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0219.degrees latitude (g = 980.6199 gals.).
 CN0219
 CN0219.The modeled gravity was interpolated from observed gravity values.
 CN0219
 CN0219;                    North         East    Units  Estimated Accuracy
 CN0219;SPC AL E     -   235,010.      160,450.      MT  (+/- 180 meters Scaled)
 CN0219
 CN0219                          SUPERSEDED SURVEY CONTROL
 CN0219
 CN0219  NGVD 29 (??/??/92)   81.374  (m)          266.97   (f) ADJ UNCH    2 0
 CN0219
 CN0219.Superseded values are not recommended for survey control.
 CN0219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0219.See file dsdata.txt to determine how the superseded data were derived.
 CN0219
 CN0219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB699092(NAD 83)
 CN0219_MARKER: R = RIVET
 CN0219_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0219_SP_SET: METAL PLATE
 CN0219_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0219
 CN0219  HISTORY     - Date     Condition        Report By
 CN0219  HISTORY     - UNK      MONUMENTED
 CN0219  HISTORY     - 1950     GOOD             NGS
 CN0219
 CN0219                          STATION DESCRIPTION
 CN0219
 CN0219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN0219'8.7 MI NW FROM WETUMPKA.
 CN0219'ABOUT 7.55 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE
 CN0219'AT WETUMPKA, THENCE ABOUT 1.15 MILES SOUTHWEST ALONG A BLACK TOP AND
 CN0219'GRAVEL ROAD, AT THE EAST END OF JORDAN DAM, SET IN THE TOP OF THE
 CN0219'NORTH SIDE OF THE DAM, A 3/4 INCH METAL RIVET SET IN THE TOP OF A
 CN0219'METAL PLATE AND PROJECTING ABOUT 1/2 INCH ABOVE PLATE, 9 FEET WEST OF
 CN0219'THE EAST END OF THE DAM AND 0.8 FOOT SOUTH OF THE NORTH FACE OF THE
 CN0219'DAM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3984 ***********************************************************************
 BE3984  DESIGNATION -  31 1
 BE3984  PID         -  BE3984
 BE3984  STATE/COUNTY-  AL/GENEVA
 BE3984  USGS QUAD   -  HOBBS CROSSROADS (1993)
 BE3984
 BE3984                         *CURRENT SURVEY CONTROL
 BE3984  ___________________________________________________________________
 BE3984* NAD 83(1992)-  30 59 42.68310(N)    085 53 58.01085(W)     ADJUSTED  
 BE3984* NAVD 88     -        56.5    (meters)     185.     (feet)  VERTCON   
 BE3984  ___________________________________________________________________
 BE3984  X           -     391,307.444 (meters)                     COMP
 BE3984  Y           -  -5,458,282.241 (meters)                     COMP
 BE3984  Z           -   3,265,451.376 (meters)                     COMP
 BE3984  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BE3984  ELLIP HEIGHT-          29.14  (meters)          (07/29/02) GPS OBS
 BE3984  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BE3984
 BE3984  HORZ ORDER  -  FIRST
 BE3984  ELLP ORDER  -  FOURTH    CLASS I
 BE3984
 BE3984.The horizontal coordinates were established by GPS observations
 BE3984.and adjusted by the National Geodetic Survey in December 1992..
 BE3984
 BE3984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BE3984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BE3984
 BE3984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BE3984
 BE3984.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3984
 BE3984.The ellipsoidal height was determined by GPS observations
 BE3984.and is referenced to NAD 83.
 BE3984
 BE3984.The geoid height was determined by GEOID03.
 BE3984
 BE3984;                    North         East     Units Scale Factor Converg.
 BE3984;SPC AL E     -    54,898.961   193,685.754   MT  0.99996049   -0 02 02.6
 BE3984;SPC FL N     -   221,992.664   466,336.418   MT  1.00005262   -0 42 11.7
 BE3984;SPC FL N     -   728,320.93  1,529,972.06   sFT  1.00005262   -0 42 11.7
 BE3984;UTM  16      - 3,429,588.551   605,073.747   MT  0.99973618   +0 34 00.5
 BE3984
 BE3984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3984!SPC AL E     -   0.99999542  x   0.99996049  =   0.99995591
 BE3984!SPC FL N     -   0.99999542  x   1.00005262  =   1.00004804
 BE3984!UTM  16      -   0.99999542  x   0.99973618  =   0.99973161
 BE3984
 BE3984:                Primary Azimuth Mark                     Grid Az
 BE3984:SPC AL E     -  31 2                                     003 41 46.6
 BE3984:SPC FL N     -  31 2                                     004 21 55.7
 BE3984:UTM  16      -  31 2                                     003 05 43.5
 BE3984
 BE3984|---------------------------------------------------------------------|
 BE3984| PID    Reference Object                     Distance      Geod. Az  |
 BE3984|                                                           dddmmss.s |
 BE3984| BT2243 31 2                                APPROX. 0.6 KM 0033944.0 |
 BE3984|---------------------------------------------------------------------|
 BE3984
 BE3984                          SUPERSEDED SURVEY CONTROL
 BE3984
 BE3984  ELLIP H (12/04/92)   29.22   (m)                       GP(       ) 4 1
 BE3984  NAD 83(1992)-  30 59 42.68805(N)    085 53 58.01372(W) AD(       ) 1
 BE3984  NGVD 29 (12/04/92)   56.5    (m)          185.     (f) GPS OBS        
 BE3984
 BE3984.Superseded values are not recommended for survey control.
 BE3984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3984.See file dsdata.txt to determine how the superseded data were derived.
 BE3984
 BE3984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0507429589(NAD 83)
 BE3984_MARKER: DD = SURVEY DISK
 BE3984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3984_SP_SET: CONCRETE POST
 BE3984_STAMPING: 31-1 1990
 BE3984_MARK LOGO: ALHD  
 BE3984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BE3984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BE3984+STABILITY: SURFACE MOTION
 BE3984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BE3984+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 BE3984
 BE3984  HISTORY     - Date     Condition        Report By
 BE3984  HISTORY     - 1990     MONUMENTED       ALHD
 BE3984  HISTORY     - 19910118 GOOD
 BE3984  HISTORY     - 20010501 GOOD             FLDT
 BE3984
 BE3984                          STATION DESCRIPTION
 BE3984
 BE3984'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BE3984'THE STATION IS LOCATED IN GENEVA COUNTY ON THE WEST RIGHT OF WAY OF
 BE3984'GENEVA COUNTY ROAD NO. 31, ABOUT 6.04 KM (3.75 MI) SOUTH - SOUTHWEST
 BE3984'OF GENEVA AND ABOUT 18.99 KM (11.80 MI) SOUTHEAST OF SAMSON.
 BE3984'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND GENEVA COUNTY
 BE3984'ROAD NO. 31, MILE POST 3.25 ON ALA 27, DRIVE SOUTH ON GENEVA COUNTY
 BE3984'ROAD NO. 31 3.14 KM (1.95 MI) TO THE STATION ON THE RIGHT.
 BE3984'THE STATION IS 14.02 M (46.00 FT) WEST OF THE CENTER OF GENEVA COUNTY
 BE3984'ROAD NO. 31, 23.90 M (78.41 FT) NORTH OF A JUNCTION POWER POLE AND
 BE3984'TELEPHONE CABLE PEDESTAL NO. 14, 28.65 M (94.00 FT) NORTH - NORTHWEST
 BE3984'OF THE NORTH END OF AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY, 0.79 M
 BE3984'(2.59 FT) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BE3984'GROUND.
 BE3984'STATION 31 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BE3984
 BE3984                          STATION RECOVERY (1991)
 BE3984
 BE3984'RECOVERED 1991
 BE3984'RECOVERED IN GOOD CONDITION.
 BE3984
 BE3984                          STATION RECOVERY (2001)
 BE3984
 BE3984'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 BE3984'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2372 ***********************************************************************
 BT2372  DESIGNATION -  31 10
 BT2372  PID         -  BT2372
 BT2372  STATE/COUNTY-  AL/GENEVA
 BT2372  USGS QUAD   -  HARTFORD (1980)
 BT2372
 BT2372                         *CURRENT SURVEY CONTROL
 BT2372  ___________________________________________________________________
 BT2372* NAD 83(1992)-  31 00 11.73404(N)    085 39 02.47296(W)     ADJUSTED  
 BT2372* NAVD 88     -        71.0    (meters)     233.     (feet)  GPS OBS   
 BT2372  ___________________________________________________________________
 BT2372  X           -     414,967.838 (meters)                     COMP
 BT2372  Y           -  -5,456,084.643 (meters)                     COMP
 BT2372  Z           -   3,266,225.655 (meters)                     COMP
 BT2372  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BT2372  ELLIP HEIGHT-          43.46  (meters)          (07/29/02) GPS OBS
 BT2372  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BT2372
 BT2372  HORZ ORDER  -  FIRST
 BT2372  ELLP ORDER  -  FOURTH    CLASS I
 BT2372
 BT2372.The horizontal coordinates were established by GPS observations
 BT2372.and adjusted by the National Geodetic Survey in December 1992..
 BT2372
 BT2372.The orthometric height was determined by GPS observations and a
 BT2372.high-resolution geoid model.
 BT2372
 BT2372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2372
 BT2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2372
 BT2372.The ellipsoidal height was determined by GPS observations
 BT2372.and is referenced to NAD 83.
 BT2372
 BT2372.The geoid height was determined by GEOID03.
 BT2372
 BT2372;                    North         East     Units Scale Factor Converg.
 BT2372;SPC AL E     -    55,806.053   217,442.233   MT  0.99996375   +0 05 38.7
 BT2372;SPC FL N     -   222,621.640   490,104.090   MT  1.00005466   -0 34 41.7
 BT2372;SPC FL N     -   730,384.50  1,607,949.84   sFT  1.00005466   -0 34 41.7
 BT2372;UTM  16      - 3,430,744.533   628,814.853   MT  0.99980468   +0 41 42.4
 BT2372
 BT2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2372!SPC AL E     -   0.99999318  x   0.99996375  =   0.99995693
 BT2372!SPC FL N     -   0.99999318  x   1.00005466  =   1.00004783
 BT2372!UTM  16      -   0.99999318  x   0.99980468  =   0.99979786
 BT2372
 BT2372                          SUPERSEDED SURVEY CONTROL
 BT2372
 BT2372  ELLIP H (12/04/92)   43.54   (m)                       GP(       ) 4 1
 BT2372  NAD 83(1992)-  31 00 11.74095(N)    085 39 02.47577(W) AD(       ) 1
 BT2372  NGVD 29 (12/04/92)   71.0    (m)          233.     (f) GPS OBS        
 BT2372
 BT2372.Superseded values are not recommended for survey control.
 BT2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2372.See file dsdata.txt to determine how the superseded data were derived.
 BT2372
 BT2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2881530745(NAD 83)
 BT2372_MARKER: DD = SURVEY DISK
 BT2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2372_SP_SET: CONCRETE POST
 BT2372_STAMPING: 31-10 1991
 BT2372_MARK LOGO: ALHD  
 BT2372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2372+STABILITY: SURFACE MOTION
 BT2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2372+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1993
 BT2372
 BT2372  HISTORY     - Date     Condition        Report By
 BT2372  HISTORY     - 1991     MONUMENTED       ALHD
 BT2372  HISTORY     - 19930406 GOOD             ALHD
 BT2372
 BT2372                          STATION DESCRIPTION
 BT2372
 BT2372'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2372'THE STATION IS LOCATED IN GENEVA COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2372'ALA 167, ABOUT 7.30 MI (11.75 KM) SOUTH-SOUTHEAST OF HARTFORD AND
 BT2372'ABOUT 7.90 MI (12.71 KM) SOUTHWEST OF SLOCOMB.
 BT2372'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 167 (MILE
 BT2372'POST 8.10 ON ALA 167 AND MILE POST 41.25 ON ALA 52) IN SOUTHWEST
 BT2372'HARTFORD, DRIVE SOUTH ON ALA 167 FOR 7.50 MI (12.07 KM) TO MILE POST
 BT2372'0.60 AND THE STATION ON THE LEFT.
 BT2372'THE STATION IS 4.0 FT (1.2 M) SOUTH-SOUTHWEST OF A FIVE STRAND BARBED
 BT2372'WIRE FENCE ON WOOD POSTS, 4.9 FT (1.5 M) SOUTH OF THE NORTHWEST ONE
 BT2372'OF TWO BRACED POSTS IN THE FENCE LINE, 5.2 FT (1.6 M) WEST-SOUTHWEST
 BT2372'OF THE SOUTHEAST ONE OF TWO BRACED POSTS IN THE FENCE LINE, 51.3 FT
 BT2372'(15.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF ALA 167, 81.0 FT
 BT2372'(24.7 M) SOUTHEAST OF A POWER POLE, 4.1 FT (1.2 M) SOUTHWEST OF A
 BT2372'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2372'STATION 31-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2372
 BT2372                          STATION RECOVERY (1993)
 BT2372
 BT2372'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2372'THE STATION IS LOCATED IN GENEVA COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2372'ALA 167, ABOUT 7.30 MI (11.75 KM) SOUTH-SOUTHEAST OF HARTFORD AND
 BT2372'ABOUT 7.90 MI (12.71 KM) SOUTHWEST OF SLOCOMB.
 BT2372'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 167 (MILE
 BT2372'POST 8.10 ON ALA 167 AND MILE POST 41.25 ON ALA 52) IN SOUTHWEST
 BT2372'HARTFORD, DRIVE SOUTH ON ALA 167 FOR 7.50 MI (12.07 KM) TO MILE POST
 BT2372'0.60 AND THE STATION ON THE LEFT.
 BT2372'THE STATION IS 4.0 FT (1.2 M) SOUTH-SOUTHWEST OF A FIVE STRAND BARBED
 BT2372'WIRE FENCE ON WOOD POSTS, 4.9 FT (1.5 M) SOUTH OF THE NORTHWEST ONE
 BT2372'OF TWO BRACED POSTS IN THE FENCE LINE, 5.2 FT (1.6 M) WEST-SOUTHWEST
 BT2372'OF THE SOUTHEAST ONE OF TWO BRACED POSTS IN THE FENCE LINE, 51.3 FT
 BT2372'(15.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF ALA 167, 81.0 FT
 BT2372'(24.7 M) SOUTHEAST OF A POWER POLE, 4.1 FT (1.2 M) SOUTHWEST OF A
 BT2372'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2372'STATION 31-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2373 ***********************************************************************
 BT2373  DESIGNATION -  31 11
 BT2373  PID         -  BT2373
 BT2373  STATE/COUNTY-  AL/GENEVA
 BT2373  USGS QUAD   -  HARTFORD (1980)
 BT2373
 BT2373                         *CURRENT SURVEY CONTROL
 BT2373  ___________________________________________________________________
 BT2373* NAD 83(1992)-  31 00 29.89276(N)    085 39 32.83567(W)     ADJUSTED  
 BT2373* NAVD 88     -        62.2    (meters)     204.     (feet)  GPS OBS   
 BT2373  ___________________________________________________________________
 BT2373  X           -     414,142.309 (meters)                     COMP
 BT2373  Y           -  -5,455,850.896 (meters)                     COMP
 BT2373  Z           -   3,266,700.455 (meters)                     COMP
 BT2373  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 BT2373  ELLIP HEIGHT-          34.66  (meters)          (07/29/02) GPS OBS
 BT2373  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BT2373
 BT2373  HORZ ORDER  -  FIRST
 BT2373  ELLP ORDER  -  FOURTH    CLASS I
 BT2373
 BT2373.The horizontal coordinates were established by GPS observations
 BT2373.and adjusted by the National Geodetic Survey in December 1992..
 BT2373
 BT2373.The orthometric height was determined by GPS observations and a
 BT2373.high-resolution geoid model.
 BT2373
 BT2373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2373
 BT2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2373
 BT2373.The ellipsoidal height was determined by GPS observations
 BT2373.and is referenced to NAD 83.
 BT2373
 BT2373.The geoid height was determined by GEOID03.
 BT2373
 BT2373;                    North         East     Units Scale Factor Converg.
 BT2373;SPC AL E     -    56,363.976   216,635.923   MT  0.99996341   +0 05 23.1
 BT2373;SPC FL N     -   223,189.037   489,304.309   MT  1.00005595   -0 34 57.0
 BT2373;SPC FL N     -   732,246.03  1,605,325.89   sFT  1.00005595   -0 34 57.0
 BT2373;UTM  16      - 3,431,293.879   628,002.865   MT  0.99980211   +0 41 27.1
 BT2373
 BT2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2373!SPC AL E     -   0.99999456  x   0.99996341  =   0.99995797
 BT2373!SPC FL N     -   0.99999456  x   1.00005595  =   1.00005051
 BT2373!UTM  16      -   0.99999456  x   0.99980211  =   0.99979667
 BT2373
 BT2373                          SUPERSEDED SURVEY CONTROL
 BT2373
 BT2373  ELLIP H (12/04/92)   34.74   (m)                       GP(       ) 4 1
 BT2373  NAD 83(1992)-  31 00 29.89968(N)    085 39 32.83849(W) AD(       ) 1
 BT2373  NGVD 29 (12/04/92)   62.2    (m)          204.     (f) GPS OBS        
 BT2373
 BT2373.Superseded values are not recommended for survey control.
 BT2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2373.See file dsdata.txt to determine how the superseded data were derived.
 BT2373
 BT2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2800331294(NAD 83)
 BT2373_MARKER: DD = SURVEY DISK
 BT2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2373_SP_SET: CONCRETE POST
 BT2373_STAMPING: 31-11 1991
 BT2373_MARK LOGO: ALHD  
 BT2373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2373+STABILITY: SURFACE MOTION
 BT2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2373+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2373
 BT2373  HISTORY     - Date     Condition        Report By
 BT2373  HISTORY     - 1991     MONUMENTED       ALHD
 BT2373
 BT2373                          STATION DESCRIPTION
 BT2373
 BT2373'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2373'THE STATION IS LOCATED IN GENEVA COUNTY ON THE SOUTHWEST RIGHT OF WAY
 BT2373'OF ALA 167, ABOUT 6.80 MI (10.94 KM) SOUTH-SOUTHEAST OF HARTFORD AND
 BT2373'ABOUT 7.90 MI (12.71 KM) SOUTHWEST OF SLOCOMB.
 BT2373'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 167 (MILE
 BT2373'POST 8.10 ON ALA 167 AND MILE POST 41.25 ON ALA 52) IN SOUTHWEST
 BT2373'HARTFORD, DRIVE SOUTH ON ALA 167 FOR 6.90 MI (11.10 KM) TO MILE POST
 BT2373'1.20 AND THE STATION ON THE RIGHT.
 BT2373'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FIVE STRAND BARBED WIRE
 BT2373'FENCE ON TREATED WOOD POSTS, 46.4 FT (14.1 M) SOUTHWEST OF THE
 BT2373'CENTERLINE OF ALA 167, 142.0 FT (43.3 M) SOUTHEAST OF AN ANGLE AND
 BT2373'JUNCTION POWER POLE, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS
 BT2373'POST, AND SET FLUSH WITH THE GROUND.
 BT2373'STATION 31-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2374 ***********************************************************************
 BT2374  DESIGNATION -  31 12
 BT2374  PID         -  BT2374
 BT2374  STATE/COUNTY-  AL/GENEVA
 BT2374  USGS QUAD   -  CLAYHATCHEE (1981)
 BT2374
 BT2374                         *CURRENT SURVEY CONTROL
 BT2374  ___________________________________________________________________
 BT2374* NAD 83(1992)-  31 09 05.74286(N)    085 43 58.81677(W)     ADJUSTED  
 BT2374* NAVD 88     -        83.4    (meters)     274.     (feet)  GPS OBS   
 BT2374  ___________________________________________________________________
 BT2374  X           -     406,497.731 (meters)                     COMP
 BT2374  Y           -  -5,448,220.138 (meters)                     COMP
 BT2374  Z           -   3,280,317.943 (meters)                     COMP
 BT2374  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BT2374  ELLIP HEIGHT-          56.20  (meters)          (07/29/02) GPS OBS
 BT2374  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BT2374
 BT2374  HORZ ORDER  -  FIRST
 BT2374  ELLP ORDER  -  FOURTH    CLASS I
 BT2374
 BT2374.The horizontal coordinates were established by GPS observations
 BT2374.and adjusted by the National Geodetic Survey in December 1992..
 BT2374
 BT2374.The orthometric height was determined by GPS observations and a
 BT2374.high-resolution geoid model.
 BT2374
 BT2374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2374
 BT2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2374
 BT2374.The ellipsoidal height was determined by GPS observations
 BT2374.and is referenced to NAD 83.
 BT2374
 BT2374.The geoid height was determined by GEOID03.
 BT2374
 BT2374;                    North         East     Units Scale Factor Converg.
 BT2374;SPC AL E     -    72,241.514   209,566.244   MT  0.99996113   +0 03 06.8
 BT2374;UTM  16      - 3,447,093.510   620,767.896   MT  0.99977990   +0 39 19.8
 BT2374
 BT2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2374!SPC AL E     -   0.99999117  x   0.99996113  =   0.99995231
 BT2374!UTM  16      -   0.99999117  x   0.99977990  =   0.99977108
 BT2374
 BT2374                          SUPERSEDED SURVEY CONTROL
 BT2374
 BT2374  ELLIP H (12/04/92)   56.26   (m)                       GP(       ) 4 1
 BT2374  NAD 83(1992)-  31 09 05.75358(N)    085 43 58.81893(W) AD(       ) 1
 BT2374  NGVD 29 (12/04/92)   83.4    (m)          274.     (f) GPS OBS        
 BT2374
 BT2374.Superseded values are not recommended for survey control.
 BT2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2374.See file dsdata.txt to determine how the superseded data were derived.
 BT2374
 BT2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2076847094(NAD 83)
 BT2374_MARKER: DD = SURVEY DISK
 BT2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2374_SP_SET: CONCRETE POST
 BT2374_STAMPING: 31-12 1991
 BT2374_MARK LOGO: ALHD  
 BT2374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2374+STABILITY: SURFACE MOTION
 BT2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2374+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2374
 BT2374  HISTORY     - Date     Condition        Report By
 BT2374  HISTORY     - 1991     MONUMENTED       ALHD
 BT2374
 BT2374                          STATION DESCRIPTION
 BT2374
 BT2374'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2374'THE STATION IS LOCATED IN GENEVA COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2374'ARMY ON HIGH BLUFF ARMY HELIPORT, ABOUT 3.95 MI (6.36 KM) NORTHWEST
 BT2374'OF HARTFORD AND ABOUT 10.90 MI (17.54 KM) NORTHEAST OF GENEVA.
 BT2374'TO REACH THE STATION FROM THE JUNCTION ON THE SOUTH SIDE OF THE
 BT2374'ENTERPRISE BYPASS OF ALA 12, AND ALA 167 (MILE POST 186 ON ALA 12 AND
 BT2374'ALA 167) IN ENTERPRISE, DRIVE SOUTHEAST ON ALA 12 AND ALA 167 FOR
 BT2374'3.10 MI (4.99 KM) TO MILE POST 189.10 AND A Y-INTERSECTION WITH ALA
 BT2374'12 LEFT AND ALA 167 RIGHT, BEAR RIGHT ON ALA 167 AND DRIVE SOUTHEAST
 BT2374'FOR 4.75 MI (7.64 KM) TO MILE POST 16.20 AND ALA 85 LEFT AND RIGHT,
 BT2374'CONTINUE SOUTHEAST ON ALA 167 FOR 3.85 MI (6.20 KM) TO MILE POST
 BT2374'12.35 AND GENEVA COUNTY ROAD NO. 41 LEFT AND RIGHT, TURN RIGHT ON
 BT2374'GENEVA COUNTY ROAD NO. 41 AND DRIVE SOUTHWEST FOR 0.30 MI (0.48 KM)
 BT2374'TO THE ENTRANCE TO HIGH BLUFF ARMY HELIPORT ON THE LEFT, TURN LEFT ON
 BT2374'THE ENTRANCE ROAD AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO A PLACE
 BT2374'WHERE THE LEFT OR EAST DITCH MAY BE CROSSED, TURN LEFT ACROSS THE
 BT2374'DITCH AND DRIVE EASTERLY AROUND THE SOUTH END OF RUN OFF RETENTION
 BT2374'POND AND THE SOUTH FENCE TO THE NORTHEAST CORNER OF THE MAIN FIELD
 BT2374'AND THE STATION ON THE RIGHT.
 BT2374'THE STATION IS 6.6 FT (2.0 M) WEST OF THE EAST BOUNDRY OF THE MAIN
 BT2374'FIELD, 158.0 FT (48.2 M) SOUTH OF THE NORTHEAST CORNER OF THE MAIN
 BT2374'FIELD, 158.5 FT (48.3 M) SOUTH OF U.S.C.E. MARK HB - 20 1966, 4.3 FT
 BT2374'(1.3 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2374'GROUND.
 BT2374'STATION 31-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2374'BEFORE USING THIS STATION AT ANY TIME, GO TO THE OPERATIONS BUILDING,
 BT2374'LOCATED AT THE CONTROL TOWER, AND ADVISE FIELD PERSONNEL OF YOUR
 BT2374'PRESENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2375 ***********************************************************************
 BT2375  DESIGNATION -  31 13
 BT2375  PID         -  BT2375
 BT2375  STATE/COUNTY-  AL/GENEVA
 BT2375  USGS QUAD   -  CLAYHATCHEE (1981)
 BT2375
 BT2375                         *CURRENT SURVEY CONTROL
 BT2375  ___________________________________________________________________
 BT2375* NAD 83(1992)-  31 09 07.77943(N)    085 44 23.72390(W)     ADJUSTED  
 BT2375* NAVD 88     -        84.5    (meters)     277.     (feet)  GPS OBS   
 BT2375  ___________________________________________________________________
 BT2375  X           -     405,837.497 (meters)                     COMP
 BT2375  Y           -  -5,448,237.765 (meters)                     COMP
 BT2375  Z           -   3,280,372.190 (meters)                     COMP
 BT2375  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BT2375  ELLIP HEIGHT-          57.30  (meters)          (07/29/02) GPS OBS
 BT2375  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BT2375
 BT2375  HORZ ORDER  -  FIRST
 BT2375  ELLP ORDER  -  FOURTH    CLASS I
 BT2375
 BT2375.The horizontal coordinates were established by GPS observations
 BT2375.and adjusted by the National Geodetic Survey in December 1992..
 BT2375
 BT2375.The orthometric height was determined by GPS observations and a
 BT2375.high-resolution geoid model.
 BT2375
 BT2375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2375
 BT2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2375
 BT2375.The ellipsoidal height was determined by GPS observations
 BT2375.and is referenced to NAD 83.
 BT2375
 BT2375.The geoid height was determined by GEOID03.
 BT2375
 BT2375;                    North         East     Units Scale Factor Converg.
 BT2375;SPC AL E     -    72,303.657   208,906.505   MT  0.99996098   +0 02 54.0
 BT2375;UTM  16      - 3,447,148.689   620,107.659   MT  0.99977794   +0 39 07.0
 BT2375
 BT2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2375!SPC AL E     -   0.99999100  x   0.99996098  =   0.99995198
 BT2375!UTM  16      -   0.99999100  x   0.99977794  =   0.99976894
 BT2375
 BT2375                          SUPERSEDED SURVEY CONTROL
 BT2375
 BT2375  ELLIP H (12/04/92)   57.36   (m)                       GP(       ) 4 1
 BT2375  NAD 83(1992)-  31 09 07.79022(N)    085 44 23.72604(W) AD(       ) 1
 BT2375  NGVD 29 (12/04/92)   84.5    (m)          277.     (f) GPS OBS        
 BT2375
 BT2375.Superseded values are not recommended for survey control.
 BT2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2375.See file dsdata.txt to determine how the superseded data were derived.
 BT2375
 BT2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2010847149(NAD 83)
 BT2375_MARKER: DD = SURVEY DISK
 BT2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2375_SP_SET: CONCRETE POST
 BT2375_STAMPING: 31-13 1991
 BT2375_MARK LOGO: ALHD  
 BT2375_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2375+STABILITY: SURFACE MOTION
 BT2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2375+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2375
 BT2375  HISTORY     - Date     Condition        Report By
 BT2375  HISTORY     - 1991     MONUMENTED       ALHD
 BT2375
 BT2375                          STATION DESCRIPTION
 BT2375
 BT2375'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2375'THE STATION IS LOCATED IN GENEVA COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2375'ARMY ON HIGH BLUFF ARMY HELIPORT, ABOUT 4.10 MI (6.60 KM) NORTHWEST
 BT2375'OF HARTFORD AND ABOUT 10.60 MI (17.06 KM) NORTHEAST OF GENEVA.
 BT2375'TO REACH THE STATION FROM THE JUNCTION OF THE SOUTH SIDE OF THE
 BT2375'ENTERPRISE BY PASS, ALA 12, AND ALA 167 (MILE POST 186 ON ALA 12 AND
 BT2375'ALA 167) IN ENTERPRISE, DRIVE SOUTHEAST ON ALA 12 AND ALA 167 FOR
 BT2375'3.10 MI (4.99 KM) TO MILE POST 189.10 AND A Y-INTERSECTION WITH ALA
 BT2375'12 LEFT AND ALA 167 RIGHT, BEAR RIGHT ON ALA 167 AND DRIVE SOUTHEAST
 BT2375'FOR 4.75 MI (7.64 KM) TO MILE POST 16.20 AND ALA 85 LEFT AND RIGHT,
 BT2375'CONTINUE SOUTHEAST ON ALA 167 FOR 3.85 MI (6.20 KM) TO MILE POST
 BT2375'12.35 AND GENEVA COUNTY ROAD NO. 41 LEFT AND RIGHT, TURN RIGHT ON
 BT2375'GENEVA COUNTY ROAD NO. 41 AND DRIVE SOUTHWEST FOR 0.30 MI (0.48 KM)
 BT2375'TO THE ENTRANCE TO HIGH BLUFF ARMY HELIPORT ON THE LEFT, TURN LEFT ON
 BT2375'THE ENTRANCE ROAD AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO THE GRAVEL
 BT2375'PARKING LOT NORTH OF THE FIRST BUILDING, BEAR RIGHT ALONG THE SOUTH
 BT2375'SIDE OF THE NORTH FENCE OF THE MAIN FIELD AND DRIVE WEST FOR 0.15 MI
 BT2375'(0.24 KM) TO THE NORTHWEST CORNER OF THE MAIN FIELD AND THE STATION
 BT2375'ON THE LEFT.
 BT2375'THE STATION IS 19.4 FT (5.9 M) EAST OF THE WEST BOUNDRY OF THE MAIN
 BT2375'FIELD, 180.0 FT (54.9 M) SOUTH OF THE NORTHWEST CORNER OF THE MAIN
 BT2375'FIELD, 181.0 FT (55.2 M) SOUTH OF U.S.C.E. MARK HB - 23 1966, 18.0 FT
 BT2375'(5.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2375'GROUND.
 BT2375'STATION 31-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2375'BEFORE USING THIS STATION AT ANY TIME, GO TO THE OPERATIONS BUILDING,
 BT2375'LOCATED AT THE CONTROL TOWER, AND ADVISE FIELD PERSONNEL OF YOUR
 BT2375'PRESENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2376 ***********************************************************************
 BT2376  DESIGNATION -  31 14
 BT2376  PID         -  BT2376
 BT2376  STATE/COUNTY-  AL/GENEVA
 BT2376  USGS QUAD   -  GENEVA EAST (1979)
 BT2376
 BT2376                         *CURRENT SURVEY CONTROL
 BT2376  ___________________________________________________________________
 BT2376* NAD 83(1992)-  31 05 27.25047(N)    085 47 53.55023(W)     ADJUSTED  
 BT2376* NAVD 88     -        73.9    (meters)     242.     (feet)  GPS OBS   
 BT2376  ___________________________________________________________________
 BT2376  X           -     400,551.513 (meters)                     COMP
 BT2376  Y           -  -5,452,139.647 (meters)                     COMP
 BT2376  Z           -   3,274,552.379 (meters)                     COMP
 BT2376  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BT2376  ELLIP HEIGHT-          46.64  (meters)          (07/29/02) GPS OBS
 BT2376  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BT2376
 BT2376  HORZ ORDER  -  FIRST
 BT2376  ELLP ORDER  -  FOURTH    CLASS I
 BT2376
 BT2376.The horizontal coordinates were established by GPS observations
 BT2376.and adjusted by the National Geodetic Survey in December 1992..
 BT2376
 BT2376.The orthometric height was determined by GPS observations and a
 BT2376.high-resolution geoid model.
 BT2376
 BT2376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2376
 BT2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2376
 BT2376.The ellipsoidal height was determined by GPS observations
 BT2376.and is referenced to NAD 83.
 BT2376
 BT2376.The geoid height was determined by GEOID03.
 BT2376
 BT2376;                    North         East     Units Scale Factor Converg.
 BT2376;SPC AL E     -    65,508.928   203,351.261   MT  0.99996014   +0 01 05.3
 BT2376;UTM  16      - 3,440,297.172   614,625.285   MT  0.99976207   +0 37 14.4
 BT2376
 BT2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2376!SPC AL E     -   0.99999268  x   0.99996014  =   0.99995282
 BT2376!UTM  16      -   0.99999268  x   0.99976207  =   0.99975475
 BT2376
 BT2376|---------------------------------------------------------------------|
 BT2376| PID    Reference Object                     Distance      Geod. Az  |
 BT2376|                                                           dddmmss.s |
 BT2376| BT2377 31 15                               397.706 METERS 09348     |
 BT2376|---------------------------------------------------------------------|
 BT2376
 BT2376                          SUPERSEDED SURVEY CONTROL
 BT2376
 BT2376  ELLIP H (12/04/92)   46.71   (m)                       GP(       ) 4 1
 BT2376  NAD 83(1992)-  31 05 27.26013(N)    085 47 53.55261(W) AD(       ) 1
 BT2376  NGVD 29 (12/04/92)   74.0    (m)          243.     (f) GPS OBS        
 BT2376
 BT2376.Superseded values are not recommended for survey control.
 BT2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2376.See file dsdata.txt to determine how the superseded data were derived.
 BT2376
 BT2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1462540297(NAD 83)
 BT2376_MARKER: DD = SURVEY DISK
 BT2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2376_SP_SET: CONCRETE POST
 BT2376_STAMPING: 31-14 1991
 BT2376_MARK LOGO: ALHD  
 BT2376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2376+STABILITY: SURFACE MOTION
 BT2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2376+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2376
 BT2376  HISTORY     - Date     Condition        Report By
 BT2376  HISTORY     - 1991     MONUMENTED       ALHD
 BT2376
 BT2376                          STATION DESCRIPTION
 BT2376
 BT2376'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2376'THE STATION IS LOCATED IN GENEVA COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2376'ARMY ON HIGH FALLS ARMY HELIPORT, ABOUT 5.25 MI (8.45 KM) NORTHEAST
 BT2376'OF GENEVA AND ABOUT 6.00 MI (9.66 KM) WEST OF HARTFORD.
 BT2376'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 NORTH AND ALA 52
 BT2376'(MILE POST 31.10 ON ALA 52) IN GENEVA, DRIVE EAST AND NORTHEAST ON
 BT2376'ALA 52 FOR 2.45 MI (3.94 KM) TO MILE POST 33.55 AND GENEVA COUNTY
 BT2376'ROAD NO. 41 ON THE LEFT, TURN LEFT ON GENEVA COUNTY ROAD NO. 41 AND
 BT2376'DRIVE NORTHEAST FOR 2.90 MI (4.67 KM) TO A COUNTY DIRT ROAD ON THE
 BT2376'RIGHT, TURN RIGHT ON THE COUNTY DIRT ROAD AND DRIVE EAST FOR 0.40 MI
 BT2376'(0.64 KM) TO A SHARP CURVE TO THE RIGHT, TURN RIGHT AND DRIVE SOUTH
 BT2376'FOR 0.25 MI (0.40 KM) TO A SHARP CURVE TO THE LEFT, TURN LEFT AND
 BT2376'DRIVE EAST FOR 0.25 MI (0.40 KM) TO THE GATE ON THE LEFT INTO ARMY
 BT2376'HELIPORT HIGH FALLS, TURN LEFT AND PASS THROUGH THE GATE, TURN LEFT
 BT2376'AND DRIVE WEST ALONG THE SOUTH BOUNDRY FENCE FOR 0.25 MI (0.40 KM) TO
 BT2376'THE STATION.
 BT2376'THE STATION IS LOCATED INSIDE THE FENCE OF HIGH FALLS ARMY HELIPORT
 BT2376'NEAR THE SOUTHWEST CORNER OF THE FIELD, 3.0 FT (0.9 M) EAST OF AN
 BT2376'EIGHT BY EIGHT INCH WOOD POST IN THE WEST BOUNDRY FENCE LINE, 3.8 FT
 BT2376'(1.2 M) EAST OF THE HOG WIRE WEST BOUNDRY FENCE WITH TWO STRANDS OF
 BT2376'BARBED WIRE ON TREATED WOOD POSTS, 64.7 FT (19.7 M) SOUTH-SOUTHEAST
 BT2376'OF THE SOUTH ONE OF TWO CONNECTED POSTS IN THE WEST BOUNDRY FENCE,
 BT2376'90.8 FT (27.7 M) NORTH-NORTHWEST OF THE WEST ONE OF TWO CONNECTED
 BT2376'POSTS IN THE SOUTH BOUNDRY FENCE, 3.8 FT (1.2 M) EAST OF A CARSONITE
 BT2376'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2376'STATION 31-15 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2376'HIGH FALLS ARMY HELIPORT IS A HIGH SECURITY INSTALLATION,
 BT2376'BEFORE USING THIS STATION AT ANY TIME, PLEASE CONTACT,
 BT2376'MR. MILLARD POWELL
 BT2376'U.S. ARMY, FORT RUCKER
 BT2376'DIRECTORATE OF ENGINEERING AND HOUSING (DEH),
 BT2376'PHONE 205-255-4500.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2377 ***********************************************************************
 BT2377  DESIGNATION -  31 15
 BT2377  PID         -  BT2377
 BT2377  STATE/COUNTY-  AL/GENEVA
 BT2377  USGS QUAD   -  GENEVA EAST (1979)
 BT2377
 BT2377                         *CURRENT SURVEY CONTROL
 BT2377  ___________________________________________________________________
 BT2377* NAD 83(1992)-  31 05 26.39571(N)    085 47 38.57753(W)     ADJUSTED  
 BT2377* NAVD 88     -        74.3    (meters)     244.     (feet)  GPS OBS   
 BT2377  ___________________________________________________________________
 BT2377  X           -     400,948.301 (meters)                     COMP
 BT2377  Y           -  -5,452,124.430 (meters)                     COMP
 BT2377  Z           -   3,274,530.027 (meters)                     COMP
 BT2377  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BT2377  ELLIP HEIGHT-          47.01  (meters)          (07/29/02) GPS OBS
 BT2377  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BT2377
 BT2377  HORZ ORDER  -  FIRST
 BT2377  ELLP ORDER  -  FOURTH    CLASS I
 BT2377
 BT2377.The horizontal coordinates were established by GPS observations
 BT2377.and adjusted by the National Geodetic Survey in December 1992..
 BT2377
 BT2377.The orthometric height was determined by GPS observations and a
 BT2377.high-resolution geoid model.
 BT2377
 BT2377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2377
 BT2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2377
 BT2377.The ellipsoidal height was determined by GPS observations
 BT2377.and is referenced to NAD 83.
 BT2377
 BT2377.The geoid height was determined by GEOID03.
 BT2377
 BT2377;                    North         East     Units Scale Factor Converg.
 BT2377;SPC AL E     -    65,482.738   203,748.087   MT  0.99996017   +0 01 13.0
 BT2377;UTM  16      - 3,440,275.160   615,022.286   MT  0.99976319   +0 37 22.1
 BT2377
 BT2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2377!SPC AL E     -   0.99999262  x   0.99996017  =   0.99995279
 BT2377!UTM  16      -   0.99999262  x   0.99976319  =   0.99975581
 BT2377
 BT2377|---------------------------------------------------------------------|
 BT2377| PID    Reference Object                     Distance      Geod. Az  |
 BT2377|                                                           dddmmss.s |
 BT2377| BT2376 31 14                               397.706 METERS 27348     |
 BT2377|---------------------------------------------------------------------|
 BT2377
 BT2377                          SUPERSEDED SURVEY CONTROL
 BT2377
 BT2377  ELLIP H (12/04/92)   47.07   (m)                       GP(       ) 4 1
 BT2377  NAD 83(1992)-  31 05 26.40533(N)    085 47 38.57991(W) AD(       ) 1
 BT2377  NGVD 29 (12/04/92)   74.3    (m)          244.     (f) GPS OBS        
 BT2377
 BT2377.Superseded values are not recommended for survey control.
 BT2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2377.See file dsdata.txt to determine how the superseded data were derived.
 BT2377
 BT2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1502240275(NAD 83)
 BT2377_MARKER: DD = SURVEY DISK
 BT2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2377_SP_SET: CONCRETE POST
 BT2377_STAMPING: 31-15 1991
 BT2377_MARK LOGO: ALHD  
 BT2377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2377+STABILITY: SURFACE MOTION
 BT2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2377+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2377
 BT2377  HISTORY     - Date     Condition        Report By
 BT2377  HISTORY     - 1991     MONUMENTED       ALHD
 BT2377
 BT2377                          STATION DESCRIPTION
 BT2377
 BT2377'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2377'THE STATION IS LOCATED IN GENEVA COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2377'ARMY ON HIGH FALLS ARMY HELIPORT, ABOUT 5.40 MI (8.69 KM) NORTHEAST
 BT2377'OF GENEVA AND ABOUT 5.75 MI (9.25 KM) WEST OF HARTFORD.
 BT2377'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 NORTH AND ALA 52
 BT2377'(MILE POST 31.10 ON ALA 52) IN GENEVA, DRIVE EAST AND NORTHEAST ON
 BT2377'ALA 52 FOR 2.45 MI (3.94 KM) TO MILE POST 33.55 AND GENEVA COUNTY
 BT2377'ROAD NO. 41 ON THE LEFT, TURN LEFT ON GENEVA COUNTY ROAD NO. 41 AND
 BT2377'DRIVE NORTHEAST FOR 2.90 MI (4.67 KM) TO A COUNTY DIRT ROAD ON THE
 BT2377'RIGHT, TURN RIGHT ON THE COUNTY DIRT ROAD AND DRIVE EAST FOR 0.40 MI
 BT2377'(0.64 KM) TO A SHARP CURVE TO THE RIGHT, TURN RIGHT AND DRIVE SOUTH
 BT2377'FOR 0.25 MI (0.40 KM) TO A SHARP CURVE TO THE LEFT, TURN LEFT AND
 BT2377'DRIVE EAST FOR 0.25 MI (0.40 KM) TO THE GATE ON THE LEFT INTO ARMY
 BT2377'HELIPORT HIGH FALLS, TURN LEFT AND PASS THROUGH THE GATE TO THE
 BT2377'STATION ON THE RIGHT JUST BEHIND THE GATE.
 BT2377'THE STATION IS LOCATED INSIDE THE FENCE OF HIGH FALLS ARMY HELIPORT
 BT2377'NEAR THE SOUTHEAST CORNER OF THE FIELD, 5.8 FT (1.8 M) WEST OF THE
 BT2377'HOG WIRE EAST BOUNDRY FENCE WITH TWO STRANDS OF BARBED WIRE ON
 BT2377'TREATED WOOD POSTS, 7.2 FT (2.2 M) NORTH OF THE HOG WIRE SOUTH
 BT2377'BOUNDRY FENCE ON TREATED WOOD POSTS, 8.5 FT (2.6 M) NORTHWEST OF A
 BT2377'EIGHT BY EIGHT INCH CORNER POST, 8.8 FT (2.7 M) NORTHEAST OF THE EAST
 BT2377'POST OF THE DOUBLE STEEL ENTRANCE GATE, 17.0 FT (5.2 M) EAST OF THE
 BT2377'CENTER OF THE ENTRANCE ROAD, 25.0 FT (7.6 M) NORTH OF THE CENTER OF
 BT2377'THE DIRT ROAD OUTSIDE THE FENCE, 8.0 FT (2.4 M) NORTHWEST OF A
 BT2377'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2377'STATION 31-14 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2377'HIGH FALLS ARMY HELIPORT IS A HIGH SECURITY INSTALLATION,
 BT2377'BEFORE USING THIS STATION AT ANY TIME, PLEASE CONTACT,
 BT2377'MR. MILLARD POWELL
 BT2377'U.S. ARMY, FORT RUCKER
 BT2377'DIRECTORATE OF ENGINEERING AND HOUSING (DEH),
 BT2377'PHONE 205-255-4500.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2481 ***********************************************************************
 BT2481  DESIGNATION -  31 16
 BT2481  PID         -  BT2481
 BT2481  STATE/COUNTY-  AL/GENEVA
 BT2481  USGS QUAD   -  GENEVA WEST (1981)
 BT2481
 BT2481                         *CURRENT SURVEY CONTROL
 BT2481  ___________________________________________________________________
 BT2481* NAD 83(1992)-  31 07 13.95234(N)    085 58 39.41135(W)     ADJUSTED  
 BT2481* NAVD 88     -        39.0    (meters)     128.     (feet)  GPS OBS   
 BT2481  ___________________________________________________________________
 BT2481  X           -     383,356.538 (meters)                     COMP
 BT2481  Y           -  -5,451,643.943 (meters)                     COMP
 BT2481  Z           -   3,277,348.105 (meters)                     COMP
 BT2481  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BT2481  ELLIP HEIGHT-          11.90  (meters)          (07/29/02) GPS OBS
 BT2481  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BT2481
 BT2481  HORZ ORDER  -  FIRST
 BT2481  ELLP ORDER  -  FOURTH    CLASS I
 BT2481
 BT2481.The horizontal coordinates were established by GPS observations
 BT2481.and adjusted by the National Geodetic Survey in March 1994..
 BT2481
 BT2481.The orthometric height was determined by GPS observations and a
 BT2481.high-resolution geoid model.
 BT2481
 BT2481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2481
 BT2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2481
 BT2481.The ellipsoidal height was determined by GPS observations
 BT2481.and is referenced to NAD 83.
 BT2481
 BT2481.The geoid height was determined by GEOID03.
 BT2481
 BT2481;                    North         East     Units Scale Factor Converg.
 BT2481;SPC AL E     -    68,803.381   186,238.463   MT  0.99996234   -0 04 28.5
 BT2481;UTM  16      - 3,443,410.721   597,482.576   MT  0.99971721   +0 31 42.4
 BT2481
 BT2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2481!SPC AL E     -   0.99999813  x   0.99996234  =   0.99996047
 BT2481!UTM  16      -   0.99999813  x   0.99971721  =   0.99971534
 BT2481
 BT2481                          SUPERSEDED SURVEY CONTROL
 BT2481
 BT2481  ELLIP H (03/24/94)   11.94   (m)                       GP(       ) 4 1
 BT2481  NGVD 29 (05/23/94)   39.1    (m)          128.     (f) GPS OBS        
 BT2481
 BT2481.Superseded values are not recommended for survey control.
 BT2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2481.See file dsdata.txt to determine how the superseded data were derived.
 BT2481
 BT2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9748343411(NAD 83)
 BT2481_MARKER: DD = SURVEY DISK
 BT2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2481_SP_SET: CONCRETE POST
 BT2481_STAMPING: 31-16 1993
 BT2481_MARK LOGO: ALHD  
 BT2481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2481+STABILITY: SURFACE MOTION
 BT2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2481+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2481
 BT2481  HISTORY     - Date     Condition        Report By
 BT2481  HISTORY     - 1993     MONUMENTED       ALHD
 BT2481
 BT2481                          STATION DESCRIPTION
 BT2481
 BT2481'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2481'THE STATION IS LOCATED IN GENEVA COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2481'ARMY ON TAC-X ARMY AIRFIELD, ABOUT 4.00 MI (6.44 KM) EAST-NORTHEAST
 BT2481'OF SAMSON AND ABOUT 5.15 MI (8.29 KM) SOUTHWEST OF COFFEE SPRINGS.
 BT2481'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 87 (MILE POST
 BT2481'18.70 ON ALA 52 AND MILE POST 9.40 ON ALA 87) AT A TRAFFIC LIGHT IN
 BT2481'SAMSON, DRIVE EAST ON ALA 52 FOR 0.65 MI (1.05 KM) TO MILE POST 19.35
 BT2481'AND GENEVA COUNTY ROAD NO. 40 ON THE LEFT, TURN LEFT ON GENEVA COUNTY
 BT2481'ROAD NO. 40 AND DRIVE NORTHEAST FOR 3.55 MI (5.71 KM) TO A PAVED ROAD
 BT2481'ON THE RIGHT AT A TAC-X STAGEFIELD FORT RUCKER SIGN, TURN RIGHT ON
 BT2481'THE PAVED ROAD AND DRIVE SOUTH FOR 0.15 MI (0.24 KM) TO A GATE AND A
 BT2481'PAVED PERIMETER ROAD LEFT AND RIGHT, TURN RIGHT ON THE PAVED
 BT2481'PERIMETER ROAD AND DRIVE AROUND THE WEST SIDE OF THE FIELD FOR 0.90
 BT2481'MI (1.45 KM) TO THE STATION ON THE LEFT.
 BT2481'THE STATION IS LOCATED ON THE SOUTH END OF THE TAC-X ARMY AIRFIELD,
 BT2481'99.9 FT (30.4 M) NORTHWEST OF THE NORTHWEST CORNER OF CONCRETE
 BT2481'LANDING PAD NO. 0, 157.0 FT (47.9 M) NORTH-NORTHWEST OF THE CENTER OF
 BT2481'THE PAVED PERIMETER ROAD, 188.0 FT (57.3 M) NORTHEAST OF THE
 BT2481'NORTHEAST CORNER OF CONCRETE LANDING PAD NO. 10, 200.0 FT (61.0 M)
 BT2481'NORTH OF A TELEPHONE CABLE PEDESTAL, 220.3 FT (67.1 M) NORTH OF A
 BT2481'SHORT ELECTRIC METER POST, 236.7 FT (72.1 M) NORTH OF ELECTRIC
 BT2481'TRANSFORMER NO. 1267, 241.4 FT (73.6 M) NORTH-NORTHEAST OF THE
 BT2481'NORTHEAST END OF A TWELVE-INCH CONCRETE PIPE UNDER THE PERIMETER
 BT2481'ROAD, 271.8 FT (82.8 M) NORTH-NORTHEAST OF A TELEPHONE CABLE
 BT2481'PEDESTAL, 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 BT2481'FLUSH WITH THE GROUND.
 BT2481'STATION 31-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2481'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY THE OPERATIONS
 BT2481'SECTION ON THE WEST SIDE OF THE FIELD - SECOND FLOOR PHONE
 BT2481'205-255-3497. THE FIELD IS OPEN FROM 6 45 AM MONDAY TO 4 45 AM
 BT2481'SATURDAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2482 ***********************************************************************
 BT2482  DESIGNATION -  31 17
 BT2482  PID         -  BT2482
 BT2482  STATE/COUNTY-  AL/GENEVA
 BT2482  USGS QUAD   -  COFFEE SPRINGS (1979)
 BT2482
 BT2482                         *CURRENT SURVEY CONTROL
 BT2482  ___________________________________________________________________
 BT2482* NAD 83(1992)-  31 07 33.48735(N)    085 58 56.71620(W)     ADJUSTED  
 BT2482* NAVD 88     -        40.8    (meters)     134.     (feet)  GPS OBS   
 BT2482  ___________________________________________________________________
 BT2482  X           -     382,877.484 (meters)                     COMP
 BT2482  Y           -  -5,451,367.406 (meters)                     COMP
 BT2482  Z           -   3,277,864.063 (meters)                     COMP
 BT2482  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BT2482  ELLIP HEIGHT-          13.69  (meters)          (07/29/02) GPS OBS
 BT2482  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BT2482
 BT2482  HORZ ORDER  -  FIRST
 BT2482  ELLP ORDER  -  FOURTH    CLASS I
 BT2482
 BT2482.The horizontal coordinates were established by GPS observations
 BT2482.and adjusted by the National Geodetic Survey in March 1994..
 BT2482
 BT2482.The orthometric height was determined by GPS observations and a
 BT2482.high-resolution geoid model.
 BT2482
 BT2482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2482
 BT2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2482
 BT2482.The ellipsoidal height was determined by GPS observations
 BT2482.and is referenced to NAD 83.
 BT2482
 BT2482.The geoid height was determined by GEOID03.
 BT2482
 BT2482;                    North         East     Units Scale Factor Converg.
 BT2482;SPC AL E     -    69,405.597   185,780.789   MT  0.99996249   -0 04 37.4
 BT2482;UTM  16      - 3,444,007.940   597,018.702   MT  0.99971610   +0 31 33.8
 BT2482
 BT2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2482!SPC AL E     -   0.99999785  x   0.99996249  =   0.99996034
 BT2482!UTM  16      -   0.99999785  x   0.99971610  =   0.99971395
 BT2482
 BT2482                          SUPERSEDED SURVEY CONTROL
 BT2482
 BT2482  ELLIP H (03/24/94)   13.73   (m)                       GP(       ) 4 1
 BT2482  NGVD 29 (05/23/94)   40.9    (m)          134.     (f) GPS OBS        
 BT2482
 BT2482.Superseded values are not recommended for survey control.
 BT2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2482.See file dsdata.txt to determine how the superseded data were derived.
 BT2482
 BT2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9701944008(NAD 83)
 BT2482_MARKER: DD = SURVEY DISK
 BT2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2482_SP_SET: CONCRETE POST
 BT2482_STAMPING: 31-17 1993
 BT2482_MARK LOGO: ALHD  
 BT2482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2482+STABILITY: SURFACE MOTION
 BT2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2482+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2482
 BT2482  HISTORY     - Date     Condition        Report By
 BT2482  HISTORY     - 1993     MONUMENTED       ALHD
 BT2482
 BT2482                          STATION DESCRIPTION
 BT2482
 BT2482'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2482'THE STATION IS LOCATED IN GENEVA COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2482'ARMY ON TAC-X ARMY AIRFIELD, ABOUT 3.75 MI (6.03 KM) EAST-NORTHEAST
 BT2482'OF SAMSON AND ABOUT 5.20 MI (8.37 KM) SOUTHWEST OF COFFEE SPRINGS.
 BT2482'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 87 (MILE POST
 BT2482'18.70 ON ALA 52 AND MILE POST 9.40 ON ALA 87) AT A TRAFFIC LIGHT IN
 BT2482'SAMSON, DRIVE EAST ON ALA 52 FOR 0.65 MI (1.05 KM) TO MILE POST 19.35
 BT2482'AND GENEVA COUNTY ROAD NO. 40 ON THE LEFT, TURN LEFT ON GENEVA COUNTY
 BT2482'ROAD NO. 40 AND DRIVE NORTHEAST FOR 3.55 MI (5.71 KM) TO A PAVED ROAD
 BT2482'ON THE RIGHT AT A TAC-X STAGEFIELD FORT RUCKER SIGN, TURN RIGHT ON
 BT2482'THE PAVED ROAD AND DRIVE SOUTH FOR 0.15 MI (0.24 KM) TO A GATE AND A
 BT2482'PAVED PERIMETER ROAD LEFT AND RIGHT, TURN RIGHT ON THE PAVED
 BT2482'PERIMETER ROAD AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO THE STATION ON
 BT2482'THE LEFT.
 BT2482'THE STATION IS LOCATED ON THE NORTH END OF TAC-X ARMY AIRFIELD, 136.5
 BT2482'FT (41.6 M) SOUTH-SOUTHEAST OF THE CENTER OF THE PERIMETER ROAD,
 BT2482'148.1 FT (45.1 M) NORTHEAST OF THE EAST END OF A TWELVE-INCH CONCRETE
 BT2482'PIPE UNDER THE PERIMETER ROAD, 172.0 FT (52.4 M) SOUTH OF A TELEPHONE
 BT2482'CABLE PEDESTAL, 175.1 FT (53.4 M) SOUTHEAST OF A POWER POLE WITH ONE
 BT2482'GUY WIRE, 216.0 FT (65.8 M) SOUTHWEST OF THE SOUTH END OF A
 BT2482'TWELVE-INCH CONCRETE PIPE UNDER THE PERIMETER ROAD, 246.0 FT
 BT2482'(75.0 M) WEST-SOUTHWEST OF A LOW FLYING AIRCRAFT PARK LIGHTS ONLY
 BT2482'SIGN, 260.0 FT (79.2 M) WEST-SOUTHWEST OF THE CENTER OF THE
 BT2482'INTERSECTION OF THE PERIMETER ROAD AND THE ENTRANCE ROAD, 1.8 FT
 BT2482'(0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2482'GROUND.
 BT2482'STATION 31-16 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2482'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY THE OPERATIONS
 BT2482'SECTION ON THE WEST SIDE OF THE FIELD - SECOND FLOOR PHONE
 BT2482'205-255-3497. THE FIELD IS OPEN FROM 6 45 AM MONDAY TO 4 45 AM
 BT2482'SATURDAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2205 ***********************************************************************
 BU2205  DESIGNATION -  31 18
 BU2205  PID         -  BU2205
 BU2205  STATE/COUNTY-  AL/GENEVA
 BU2205  USGS QUAD   -  HACODA (1969)
 BU2205
 BU2205                         *CURRENT SURVEY CONTROL
 BU2205  ___________________________________________________________________
 BU2205* NAD 83(1992)-  31 06 56.68699(N)    086 07 35.53855(W)     ADJUSTED  
 BU2205* NAVD 88     -        67.9    (meters)     223.     (feet)  GPS OBS   
 BU2205  ___________________________________________________________________
 BU2205  X           -     369,205.486 (meters)                     COMP
 BU2205  Y           -  -5,452,920.856 (meters)                     COMP
 BU2205  Z           -   3,276,907.847 (meters)                     COMP
 BU2205  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BU2205  ELLIP HEIGHT-          40.85  (meters)          (07/29/02) GPS OBS
 BU2205  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BU2205
 BU2205  HORZ ORDER  -  FIRST
 BU2205  ELLP ORDER  -  FOURTH    CLASS I
 BU2205
 BU2205.The horizontal coordinates were established by GPS observations
 BU2205.and adjusted by the National Geodetic Survey in March 1994..
 BU2205
 BU2205.The orthometric height was determined by GPS observations and a
 BU2205.high-resolution geoid model.
 BU2205
 BU2205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2205
 BU2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2205
 BU2205.The ellipsoidal height was determined by GPS observations
 BU2205.and is referenced to NAD 83.
 BU2205
 BU2205.The geoid height was determined by GEOID03.
 BU2205
 BU2205;                    North         East     Units Scale Factor Converg.
 BU2205;SPC AL E     -    68,299.695   172,032.599   MT  0.99996964   -0 09 05.5
 BU2205;UTM  16      - 3,442,757.738   583,286.557   MT  0.99968556   +0 27 05.1
 BU2205
 BU2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2205!SPC AL E     -   0.99999359  x   0.99996964  =   0.99996323
 BU2205!UTM  16      -   0.99999359  x   0.99968556  =   0.99967915
 BU2205
 BU2205:                Primary Azimuth Mark                     Grid Az
 BU2205:SPC AL E     -  31 19                                    079 32 20.0
 BU2205:UTM  16      -  31 19                                    078 56 09.4
 BU2205
 BU2205|---------------------------------------------------------------------|
 BU2205| PID    Reference Object                     Distance      Geod. Az  |
 BU2205|                                                           dddmmss.s |
 BU2205| BU2206 31 19                               492.214 METERS 0792314.5 |
 BU2205|---------------------------------------------------------------------|
 BU2205
 BU2205                          SUPERSEDED SURVEY CONTROL
 BU2205
 BU2205  ELLIP H (03/24/94)   40.87   (m)                       GP(       ) 4 1
 BU2205  NGVD 29 (05/23/94)   67.9    (m)          223.     (f) GPS OBS        
 BU2205
 BU2205.Superseded values are not recommended for survey control.
 BU2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2205.See file dsdata.txt to determine how the superseded data were derived.
 BU2205
 BU2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8328742758(NAD 83)
 BU2205_MARKER: DD = SURVEY DISK
 BU2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2205_SP_SET: CONCRETE POST
 BU2205_STAMPING: 31-18 1993
 BU2205_MARK LOGO: ALHD  
 BU2205_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2205+STABILITY: SURFACE MOTION
 BU2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2205+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2205
 BU2205  HISTORY     - Date     Condition        Report By
 BU2205  HISTORY     - 1993     MONUMENTED       ALHD
 BU2205
 BU2205                          STATION DESCRIPTION
 BU2205
 BU2205'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2205'THE STATION IS LOCATED IN GENEVA COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2205'ALA 54, ABOUT 0.70 MI (1.13 KM) SOUTH OF EARLYTOWN AND ABOUT 4.75 MI
 BU2205'(7.64 KM) WEST OF SAMSON.
 BU2205'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 87 (MILE POST
 BU2205'18.70 ON ALA 52 AND MILE POST 9.40 ON ALA 87) AT A TRAFFIC LIGHT IN
 BU2205'SAMSON, DRIVE WEST ON ALA 52 FOR 4.50 MI (7.24 KM) TO MILE POST 14.20
 BU2205'AND ALA 54 ON THE LEFT (MILE POST 16.05 ON ALA 54, TURN LEFT ON ALA
 BU2205'54 AND DRIVE WEST FOR 0.40 MI (0.64 KM) TO MILE POST 15.65 AND THE
 BU2205'STATION ON THE RIGHT.
 BU2205'THE STATION IS 5.3 FT (1.6 M) SOUTH OF A THREE STRAND ELECTRIC FENCE
 BU2205'ON SMALL STEEL POSTS, 42.5 FT (13.0 M) NORTH OF THE CENTERLINE OF ALA
 BU2205'54, 182.4 FT (55.6 M) NORTHEAST OF JUNCTION POWER POLE NO. 2 19 27 5
 BU2205'ACROSS THE ROAD, 185.7 FT (56.6 M) EAST OF THE SOUTHWEST CORNER OF
 BU2205'THE FENCE, 190.0 FT (57.9 M) EAST OF TELEPHONE CABLE PEDESTAL NO. P
 BU2205'12, 190.0 FT (57.9 M) EAST OF A POWER SERVICE POLE, 5.0 FT (1.5 M)
 BU2205'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2205'STATION 31-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2206 ***********************************************************************
 BU2206  DESIGNATION -  31 19
 BU2206  PID         -  BU2206
 BU2206  STATE/COUNTY-  AL/GENEVA
 BU2206  USGS QUAD   -  SAMSON (1986)
 BU2206
 BU2206                         *CURRENT SURVEY CONTROL
 BU2206  ___________________________________________________________________
 BU2206* NAD 83(1992)-  31 06 59.63004(N)    086 07 17.27985(W)     ADJUSTED  
 BU2206* NAVD 88     -        65.5    (meters)     215.     (feet)  GPS OBS   
 BU2206  ___________________________________________________________________
 BU2206  X           -     369,684.873 (meters)                     COMP
 BU2206  Y           -  -5,452,839.370 (meters)                     COMP
 BU2206  Z           -   3,276,984.205 (meters)                     COMP
 BU2206  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BU2206  ELLIP HEIGHT-          38.45  (meters)          (07/29/02) GPS OBS
 BU2206  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BU2206
 BU2206  HORZ ORDER  -  FIRST
 BU2206  ELLP ORDER  -  FOURTH    CLASS I
 BU2206
 BU2206.The horizontal coordinates were established by GPS observations
 BU2206.and adjusted by the National Geodetic Survey in March 1994..
 BU2206
 BU2206.The orthometric height was determined by GPS observations and a
 BU2206.high-resolution geoid model.
 BU2206
 BU2206.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2206
 BU2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2206
 BU2206.The ellipsoidal height was determined by GPS observations
 BU2206.and is referenced to NAD 83.
 BU2206
 BU2206.The geoid height was determined by GEOID03.
 BU2206
 BU2206;                    North         East     Units Scale Factor Converg.
 BU2206;SPC AL E     -    68,389.063   172,516.617   MT  0.99996931   -0 08 56.0
 BU2206;UTM  16      - 3,442,852.167   583,769.470   MT  0.99968656   +0 27 14.5
 BU2206
 BU2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2206!SPC AL E     -   0.99999396  x   0.99996931  =   0.99996327
 BU2206!UTM  16      -   0.99999396  x   0.99968656  =   0.99968052
 BU2206
 BU2206:                Primary Azimuth Mark                     Grid Az
 BU2206:SPC AL E     -  31 18                                    259 32 20.0
 BU2206:UTM  16      -  31 18                                    258 56 09.5
 BU2206
 BU2206|---------------------------------------------------------------------|
 BU2206| PID    Reference Object                     Distance      Geod. Az  |
 BU2206|                                                           dddmmss.s |
 BU2206| BU2205 31 18                               492.214 METERS 2592324.0 |
 BU2206|---------------------------------------------------------------------|
 BU2206
 BU2206                          SUPERSEDED SURVEY CONTROL
 BU2206
 BU2206  ELLIP H (03/24/94)   38.47   (m)                       GP(       ) 4 1
 BU2206  NGVD 29 (05/23/94)   65.5    (m)          215.     (f) GPS OBS        
 BU2206
 BU2206.Superseded values are not recommended for survey control.
 BU2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2206.See file dsdata.txt to determine how the superseded data were derived.
 BU2206
 BU2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8376942852(NAD 83)
 BU2206_MARKER: DD = SURVEY DISK
 BU2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2206_SP_SET: CONCRETE POST
 BU2206_STAMPING: 31-19 1993
 BU2206_MARK LOGO: ALHD  
 BU2206_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2206+STABILITY: SURFACE MOTION
 BU2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2206+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2206
 BU2206  HISTORY     - Date     Condition        Report By
 BU2206  HISTORY     - 1993     MONUMENTED       ALHD
 BU2206
 BU2206                          STATION DESCRIPTION
 BU2206
 BU2206'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2206'THE STATION IS LOCATED IN GENEVA COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2206'ALA 54, ABOUT 0.65 MI (1.05 KM) SOUTH-SOUTHEAST OF EARLYTOWN AND
 BU2206'ABOUT 4.45 MI (7.16 KM) WEST OF SAMSON.
 BU2206'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 87 (MILE POST
 BU2206'18.70 ON ALA 52 AND MILE POST 9.40 ON ALA 87) AT A TRAFFIC LIGHT IN
 BU2206'SAMSON, DRIVE WEST ON ALA 52 FOR 4.50 MI (7.24 KM) TO MILE POST 14.20
 BU2206'AND ALA 54 ON THE LEFT (MILE POST 16.05 ON ALA 54, TURN LEFT ON ALA
 BU2206'54 AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO MILE POST 15.95 AND THE
 BU2206'STATION ON THE RIGHT.
 BU2206'THE STATION IS 40.2 FT (12.3 M) NORTH OF THE CENTERLINE OF ALA 54,
 BU2206'62.0 FT (18.9 M) EAST-NORTHEAST OF THE NORTH POST OF A FLORALA 17
 BU2206'SIGN, 63.0 FT (19.2 M) EAST-NORTHEAST OF THE SOUTH POST OF A FLORALA
 BU2206'17 SIGN, 63.5 FT (19.4 M) EAST-NORTHEAST OF AN ALA 54 WEST SIGN,
 BU2206'139.0 FT (42.4 M) WEST-NORTHWEST OF THE NORTH POST OF AN OPP, SAMSON,
 BU2206'GENEVA DIRECTIONAL SIGN ACROSS THE ROAD, 1.6 FT (0.5 M) SOUTH OF A
 BU2206'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2206'STATION 31-18 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2243 ***********************************************************************
 BT2243  DESIGNATION -  31 2
 BT2243  PID         -  BT2243
 BT2243  STATE/COUNTY-  AL/GENEVA
 BT2243  USGS QUAD   -  GENEVA WEST (1981)
 BT2243
 BT2243                         *CURRENT SURVEY CONTROL
 BT2243  ___________________________________________________________________
 BT2243* NAD 83(1992)-  31 00 02.12750(N)    085 53 56.56607(W)     ADJUSTED  
 BT2243* NAVD 88     -        57.3    (meters)     188.     (feet)  GPS OBS   
 BT2243  ___________________________________________________________________
 BT2243  X           -     391,323.674 (meters)                     COMP
 BT2243  Y           -  -5,457,972.613 (meters)                     COMP
 BT2243  Z           -   3,265,965.125 (meters)                     COMP
 BT2243  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BT2243  ELLIP HEIGHT-          29.99  (meters)          (07/29/02) GPS OBS
 BT2243  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BT2243
 BT2243  HORZ ORDER  -  FIRST
 BT2243  ELLP ORDER  -  FOURTH    CLASS I
 BT2243
 BT2243.The horizontal coordinates were established by GPS observations
 BT2243.and adjusted by the National Geodetic Survey in December 1992..
 BT2243
 BT2243.The orthometric height was determined by GPS observations and a
 BT2243.high-resolution geoid model.
 BT2243
 BT2243.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2243
 BT2243.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2243
 BT2243.The ellipsoidal height was determined by GPS observations
 BT2243.and is referenced to NAD 83.
 BT2243
 BT2243.The geoid height was determined by GEOID03.
 BT2243
 BT2243;                    North         East     Units Scale Factor Converg.
 BT2243;SPC AL E     -    55,497.745   193,724.437   MT  0.99996049   -0 02 01.8
 BT2243;SPC FL N     -   222,591.011   466,382.096   MT  1.00005398   -0 42 11.0
 BT2243;SPC FL N     -   730,284.01  1,530,121.93   sFT  1.00005398   -0 42 11.0
 BT2243;UTM  16      - 3,430,187.574   605,106.140   MT  0.99973627   +0 34 01.5
 BT2243
 BT2243!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2243!SPC AL E     -   0.99999529  x   0.99996049  =   0.99995578
 BT2243!SPC FL N     -   0.99999529  x   1.00005398  =   1.00004927
 BT2243!UTM  16      -   0.99999529  x   0.99973627  =   0.99973156
 BT2243
 BT2243:                Primary Azimuth Mark                     Grid Az
 BT2243:SPC AL E     -  31 1                                     183 41 46.6
 BT2243:SPC FL N     -  31 1                                     184 21 55.8
 BT2243:UTM  16      -  31 1                                     183 05 43.3
 BT2243
 BT2243|---------------------------------------------------------------------|
 BT2243| PID    Reference Object                     Distance      Geod. Az  |
 BT2243|                                                           dddmmss.s |
 BT2243| BE3984 31 1                                APPROX. 0.6 KM 1833944.8 |
 BT2243|---------------------------------------------------------------------|
 BT2243
 BT2243                          SUPERSEDED SURVEY CONTROL
 BT2243
 BT2243  ELLIP H (12/04/92)   30.07   (m)                       GP(       ) 4 1
 BT2243  NAD 83(1992)-  31 00 02.13245(N)    085 53 56.56893(W) AD(       ) 1
 BT2243  NGVD 29 (12/04/92)   57.4    (m)          188.     (f) GPS OBS        
 BT2243
 BT2243.Superseded values are not recommended for survey control.
 BT2243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2243.See file dsdata.txt to determine how the superseded data were derived.
 BT2243
 BT2243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0510630188(NAD 83)
 BT2243_MARKER: DD = SURVEY DISK
 BT2243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2243_SP_SET: CONCRETE POST
 BT2243_STAMPING: 31-2 1990
 BT2243_MARK LOGO: ALHD  
 BT2243_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2243+STABILITY: SURFACE MOTION
 BT2243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2243+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 BT2243
 BT2243  HISTORY     - Date     Condition        Report By
 BT2243  HISTORY     - 1990     MONUMENTED       ALHD
 BT2243  HISTORY     - 19910621 GOOD             ALHD
 BT2243  HISTORY     - 20010501 GOOD             FLDT
 BT2243
 BT2243                          STATION DESCRIPTION
 BT2243
 BT2243'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BT2243'THE STATION IS LOCATED IN GENEVA COUNTY ON THE WEST RIGHT OF WAY OF
 BT2243'GENEVA COUNTY ROAD NO. 31, ABOUT 5.47 KM (3.40 MI) SOUTH - SOUTHWEST
 BT2243'OF GENEVA AND ABOUT 18.67 KM (11.60 MI) SOUTHEAST OF SAMSON.
 BT2243'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND GENEVA COUNTY
 BT2243'ROAD NO. 31, MILE POST 3.25 ON ALA 27, DRIVE SOUTH ON GENEVA COUNTY
 BT2243'ROAD NO. 31 2.49 KM (1.55 MI) TO THE STATION ON THE LEFT.
 BT2243'THE STATION IS LOCATED AT THE CREST OF A SIX FOOT BACKSLOPE, 14.63 M
 BT2243'(48.00 FT) EAST OF THE CENTER OF GENEVA COUNTY ROAD NO. 31, 24.99 M
 BT2243'(81.99 FT) NORTH - NORTHWEST OF A POWER POLE, 28.16 M (92.39 FT) EAST
 BT2243'- SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 4 ACROSS GENEVA COUNTY
 BT2243'ROAD NO. 31, 0.58 M (1.90 FT) WEST OF CARSONITE WITNESS POST, AND SET
 BT2243'FLUSH WITH THE GROUND.
 BT2243'STATION 31 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2243
 BT2243                          STATION RECOVERY (1991)
 BT2243
 BT2243'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2243'THE STATION IS LOCATED IN GENEVA COUNTY ON THE WEST RIGHT OF WAY OF
 BT2243'GENEVA COUNTY ROAD NO. 31, ABOUT 5.47 KM (3.40 MI) SOUTH - SOUTHWEST
 BT2243'OF GENEVA AND ABOUT 18.67 KM (11.60 MI) SOUTHEAST OF SAMSON.
 BT2243'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND GENEVA COUNTY
 BT2243'ROAD NO. 31, MILE POST 3.25 ON ALA 27, DRIVE SOUTH ON GENEVA COUNTY
 BT2243'ROAD NO. 31 2.49 KM (1.55 MI) TO THE STATION ON THE LEFT.
 BT2243'THE STATION IS LOCATED AT THE CREST OF A SIX FOOT BACKSLOPE, 14.63 M
 BT2243'(48.00 FT) EAST OF THE CENTER OF GENEVA COUNTY ROAD NO. 31, 24.99 M
 BT2243'(81.99 FT) NORTH-NORTHWEST OF A POWER POLE, 28.16 M (92.39 FT) EAST-
 BT2243'SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 4 ACROSS GENEVA COUNTY ROAD
 BT2243'NO. 31, 0.58 M (1.90 FT) WEST OF CARSONITE WITNESS POST, AND SET
 BT2243'FLUSH WITH THE GROUND.
 BT2243'STATION 31-1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2243
 BT2243                          STATION RECOVERY (2001)
 BT2243
 BT2243'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 BT2243'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2207 ***********************************************************************
 BU2207  DESIGNATION -  31 20
 BU2207  PID         -  BU2207
 BU2207  STATE/COUNTY-  AL/GENEVA
 BU2207  USGS QUAD   -  SAMSON (1986)
 BU2207
 BU2207                         *CURRENT SURVEY CONTROL
 BU2207  ___________________________________________________________________
 BU2207* NAD 83(1992)-  31 01 09.09121(N)    086 00 49.28537(W)     ADJUSTED  
 BU2207* NAVD 88     -        42.1    (meters)     138.     (feet)  GPS OBS   
 BU2207  ___________________________________________________________________
 BU2207  X           -     380,327.173 (meters)                     COMP
 BU2207  Y           -  -5,457,671.887 (meters)                     COMP
 BU2207  Z           -   3,267,724.896 (meters)                     COMP
 BU2207  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BU2207  ELLIP HEIGHT-          14.89  (meters)          (07/29/02) GPS OBS
 BU2207  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BU2207
 BU2207  HORZ ORDER  -  FIRST
 BU2207  ELLP ORDER  -  FOURTH    CLASS I
 BU2207
 BU2207.The horizontal coordinates were established by GPS observations
 BU2207.and adjusted by the National Geodetic Survey in March 1994..
 BU2207
 BU2207.The orthometric height was determined by GPS observations and a
 BU2207.high-resolution geoid model.
 BU2207
 BU2207.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2207
 BU2207.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2207
 BU2207.The ellipsoidal height was determined by GPS observations
 BU2207.and is referenced to NAD 83.
 BU2207
 BU2207.The geoid height was determined by GEOID03.
 BU2207
 BU2207;                    North         East     Units Scale Factor Converg.
 BU2207;SPC AL E     -    57,572.066   182,779.259   MT  0.99996366   -0 05 34.6
 BU2207;SPC FL N     -   224,793.094   455,460.831   MT  1.00005875   -0 45 38.4
 BU2207;SPC FL N     -   737,508.68  1,494,291.08   sFT  1.00005875   -0 45 38.4
 BU2207;UTM  16      - 3,432,146.487   594,142.428   MT  0.99970932   +0 30 29.9
 BU2207
 BU2207!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2207!SPC AL E     -   0.99999766  x   0.99996366  =   0.99996132
 BU2207!SPC FL N     -   0.99999766  x   1.00005875  =   1.00005641
 BU2207!UTM  16      -   0.99999766  x   0.99970932  =   0.99970698
 BU2207
 BU2207                          SUPERSEDED SURVEY CONTROL
 BU2207
 BU2207  ELLIP H (03/24/94)   14.93   (m)                       GP(       ) 4 1
 BU2207  NGVD 29 (05/23/94)   42.2    (m)          138.     (f) GPS OBS        
 BU2207
 BU2207.Superseded values are not recommended for survey control.
 BU2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2207.See file dsdata.txt to determine how the superseded data were derived.
 BU2207
 BU2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9414232146(NAD 83)
 BU2207_MARKER: DD = SURVEY DISK
 BU2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2207_SP_SET: CONCRETE POST
 BU2207_STAMPING: 31-20 1993
 BU2207_MARK LOGO: ALHD  
 BU2207_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2207+STABILITY: SURFACE MOTION
 BU2207_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2207+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2207
 BU2207  HISTORY     - Date     Condition        Report By
 BU2207  HISTORY     - 1993     MONUMENTED       ALHD
 BU2207
 BU2207                          STATION DESCRIPTION
 BU2207
 BU2207'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2207'THE STATION IS LOCATED IN GENEVA COUNTY ON THE SOUTHWEST RIGHT OF WAY
 BU2207'OF ALA 87, ABOUT 6.75 MI (10.86 KM) SOUTH-SOUTHEAST OF SAMSON AND
 BU2207'ABOUT 8.80 MI (14.16 KM) WEST-SOUTHWEST OF GENEVA.
 BU2207'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 87 (MILE POST
 BU2207'9.40 ON ALA 87 AND MILE POST 18.70 ON ALA 52) AT A TRAFFIC LIGHT IN
 BU2207'SAMSON, DRIVE SOUTH AND SOUTHEAST ON ALA 87 FOR 7.25 MI (11.67 KM) TO
 BU2207'MILE POST 2.15 AND THE STATION ON THE RIGHT AT A HIGH VOLTAGE POWER
 BU2207'LINE CROSSING.
 BU2207'THE STATION IS 2.2 FT (0.7 M) NORTHEAST OF A ONE STRAND BARBED WIRE
 BU2207'AND ONE STRAND INSULATED WIRE FENCE ON TREATED WOOD POSTS, 49.0 FT
 BU2207'(14.9 M) SOUTHWEST OF THE CENTERLINE OF ALA 87, 50.0 FT (15.2 M)
 BU2207'SOUTH-SOUTHEAST OF THE CENTERLINE OF AN ALA POWER COMPANY HIGH VOLTAGE
 BU2207'POWER LINE ON STEEL TOWERS, 86.0 FT (26.2 M) WEST-SOUTHWEST OF THE
 BU2207'SOUTHWEST END OF A TWENTY FOUR-INCH CONCRETE PIPE UNDER ALA 87, 117.0
 BU2207'FT (35.7 M) WEST-SOUTHWEST OF THE NORTHWEST POST OF BENT NO. 94 OF AN
 BU2207'REA POWER LINE ON WOOD BENTS, 121.0 FT (36.9 M) WEST-SOUTHWEST OF THE
 BU2207'SOUTHEAST POST OF BENT NO. 94 OF AN REA POWER LINE ON WOOD BENTS, 2.2
 BU2207'FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 BU2207'THE GROUND.
 BU2207'STATION 31-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2208 ***********************************************************************
 BU2208  DESIGNATION -  31 21
 BU2208  PID         -  BU2208
 BU2208  STATE/COUNTY-  AL/GENEVA
 BU2208  USGS QUAD   -  SAMSON (1986)
 BU2208
 BU2208                         *CURRENT SURVEY CONTROL
 BU2208  ___________________________________________________________________
 BU2208* NAD 83(1992)-  31 01 25.73200(N)    086 00 20.42795(W)     ADJUSTED  
 BU2208* NAVD 88     -        40.3    (meters)     132.     (feet)  GPS OBS   
 BU2208  ___________________________________________________________________
 BU2208  X           -     381,072.215 (meters)                     COMP
 BU2208  Y           -  -5,457,353.567 (meters)                     COMP
 BU2208  Z           -   3,268,163.133 (meters)                     COMP
 BU2208  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BU2208  ELLIP HEIGHT-          13.04  (meters)          (07/29/02) GPS OBS
 BU2208  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BU2208
 BU2208  HORZ ORDER  -  FIRST
 BU2208  ELLP ORDER  -  FOURTH    CLASS I
 BU2208
 BU2208.The horizontal coordinates were established by GPS observations
 BU2208.and adjusted by the National Geodetic Survey in March 1994..
 BU2208
 BU2208.The orthometric height was determined by GPS observations and a
 BU2208.high-resolution geoid model.
 BU2208
 BU2208.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2208
 BU2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2208
 BU2208.The ellipsoidal height was determined by GPS observations
 BU2208.and is referenced to NAD 83.
 BU2208
 BU2208.The geoid height was determined by GEOID03.
 BU2208
 BU2208;                    North         East     Units Scale Factor Converg.
 BU2208;SPC AL E     -    58,083.322   183,545.429   MT  0.99996334   -0 05 19.8
 BU2208;SPC FL N     -   225,295.434   456,232.981   MT  1.00005996   -0 45 23.9
 BU2208;SPC FL N     -   739,156.77  1,496,824.37   sFT  1.00005996   -0 45 23.9
 BU2208;UTM  16      - 3,432,665.623   594,902.997   MT  0.99971110   +0 30 45.0
 BU2208
 BU2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2208!SPC AL E     -   0.99999795  x   0.99996334  =   0.99996129
 BU2208!SPC FL N     -   0.99999795  x   1.00005996  =   1.00005791
 BU2208!UTM  16      -   0.99999795  x   0.99971110  =   0.99970905
 BU2208
 BU2208                          SUPERSEDED SURVEY CONTROL
 BU2208
 BU2208  ELLIP H (03/24/94)   13.08   (m)                       GP(       ) 4 1
 BU2208  NGVD 29 (05/23/94)   40.3    (m)          132.     (f) GPS OBS        
 BU2208
 BU2208.Superseded values are not recommended for survey control.
 BU2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2208.See file dsdata.txt to determine how the superseded data were derived.
 BU2208
 BU2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9490332666(NAD 83)
 BU2208_MARKER: DD = SURVEY DISK
 BU2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2208_SP_SET: CONCRETE POST
 BU2208_STAMPING: 31-21 1993
 BU2208_MARK LOGO: ALHD  
 BU2208_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2208+STABILITY: SURFACE MOTION
 BU2208_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2208+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BU2208
 BU2208  HISTORY     - Date     Condition        Report By
 BU2208  HISTORY     - 1993     MONUMENTED       ALHD
 BU2208
 BU2208                          STATION DESCRIPTION
 BU2208
 BU2208'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2208'THE STATION IS LOCATED IN GENEVA COUNTY ON THE EAST RIGHT OF WAY OF A
 BU2208'DIRT ROAD, ABOUT 6.60 MI (10.62 KM) SOUTH-SOUTHEAST OF SAMSON AND
 BU2208'ABOUT 8.20 MI (13.20 KM) WEST-SOUTHWEST OF GENEVA.
 BU2208'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 87 (MILE POST
 BU2208'9.40 ON ALA 87 AND MILE POST 18.70 ON ALA 52) AT A TRAFFIC LIGHT IN
 BU2208'SAMSON, DRIVE SOUTH AND SOUTHEAST ON ALA 87 FOR 8.00 MI (12.87 KM) TO
 BU2208'MILE POST 1.40 AND A DIRT ROAD ON THE LEFT, TURN LEFT ON THE DIRT
 BU2208'ROAD AND DRIVE NORTH FOR 0.90 MI (1.45 KM) TO THE STATION ON THE
 BU2208'RIGHT AT A HIGH VOLTAGE POWER LINE CROSSING.
 BU2208'THE STATION IS 2.0 FT (0.6 M) WEST OF A ONE STRAND BARBED WIRE FENCE
 BU2208'ON WOOD POSTS, 21.0 FT (6.4 M) NORTH OF AN ALA POWER CO SIGN, 22.0 FT
 BU2208'(6.7 M) EAST OF THE CENTER OF A DIRT ROAD, 193.0 FT (58.8 M)
 BU2208'EAST-NORTHEAST OF A SINGLE POLE OF A HIGH VOLTAGE POWER LINE, 265.8 FT
 BU2208'(81.0 M) NORTHEAST OF THE BASE OF A STEEL POWER LINE TOWER, 2.0 FT
 BU2208'(0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2208'GROUND.
 BU2208'STATION 31-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2483 ***********************************************************************
 BT2483  DESIGNATION -  31 22
 BT2483  PID         -  BT2483
 BT2483  STATE/COUNTY-  AL/GENEVA
 BT2483  USGS QUAD   -  GENEVA WEST (1981)
 BT2483
 BT2483                         *CURRENT SURVEY CONTROL
 BT2483  ___________________________________________________________________
 BT2483* NAD 83(1992)-  31 03 39.07468(N)    085 57 30.30427(W)     ADJUSTED  
 BT2483* NAVD 88     -        57.4    (meters)     188.     (feet)  GPS OBS   
 BT2483  ___________________________________________________________________
 BT2483  X           -     385,424.997 (meters)                     COMP
 BT2483  Y           -  -5,454,939.649 (meters)                     COMP
 BT2483  Z           -   3,271,690.445 (meters)                     COMP
 BT2483  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BT2483  ELLIP HEIGHT-          30.16  (meters)          (07/29/02) GPS OBS
 BT2483  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BT2483
 BT2483  HORZ ORDER  -  FIRST
 BT2483  ELLP ORDER  -  FOURTH    CLASS I
 BT2483
 BT2483.The horizontal coordinates were established by GPS observations
 BT2483.and adjusted by the National Geodetic Survey in March 1994..
 BT2483
 BT2483.The orthometric height was determined by GPS observations and a
 BT2483.high-resolution geoid model.
 BT2483
 BT2483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2483
 BT2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2483
 BT2483.The ellipsoidal height was determined by GPS observations
 BT2483.and is referenced to NAD 83.
 BT2483
 BT2483.The geoid height was determined by GEOID03.
 BT2483
 BT2483;                    North         East     Units Scale Factor Converg.
 BT2483;SPC AL E     -    62,183.718   188,061.961   MT  0.99996176   -0 03 52.3
 BT2483;UTM  16      - 3,436,812.199   599,375.123   MT  0.99972181   +0 32 14.8
 BT2483
 BT2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2483!SPC AL E     -   0.99999526  x   0.99996176  =   0.99995702
 BT2483!UTM  16      -   0.99999526  x   0.99972181  =   0.99971708
 BT2483
 BT2483:                Primary Azimuth Mark                     Grid Az
 BT2483:SPC AL E     -  31 23                                    018 08 08.4
 BT2483:UTM  16      -  31 23                                    017 32 01.3
 BT2483
 BT2483|---------------------------------------------------------------------|
 BT2483| PID    Reference Object                     Distance      Geod. Az  |
 BT2483|                                                           dddmmss.s |
 BT2483| BT2484 31 23                               APPROX. 0.5 KM 0180416.1 |
 BT2483|---------------------------------------------------------------------|
 BT2483
 BT2483                          SUPERSEDED SURVEY CONTROL
 BT2483
 BT2483  ELLIP H (03/24/94)   30.20   (m)                       GP(       ) 4 1
 BT2483  NGVD 29 (05/23/94)   57.4    (m)          188.     (f) GPS OBS        
 BT2483
 BT2483.Superseded values are not recommended for survey control.
 BT2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2483.See file dsdata.txt to determine how the superseded data were derived.
 BT2483
 BT2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9937536812(NAD 83)
 BT2483_MARKER: DD = SURVEY DISK
 BT2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2483_SP_SET: CONCRETE POST
 BT2483_STAMPING: 31-22 1993
 BT2483_MARK LOGO: ALHD  
 BT2483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2483+STABILITY: SURFACE MOTION
 BT2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2483+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2483
 BT2483  HISTORY     - Date     Condition        Report By
 BT2483  HISTORY     - 1993     MONUMENTED       ALHD
 BT2483
 BT2483                          STATION DESCRIPTION
 BT2483
 BT2483'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2483'THE STATION IS LOCATED IN GENEVA COUNTY ON THE WEST RIGHT OF WAY OF
 BT2483'GENEVA COUNTY ROAD NO. 65, ABOUT 5.60 MI (9.01 KM) WEST-NORTHWEST OF
 BT2483'GENEVA AND ABOUT 6.25 MI (10.06 KM) SOUTHEAST OF SAMSON.
 BT2483'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 87 (MILE POST
 BT2483'18.70 ON ALA 52 AND MILE POST 9.40 ON ALA 87) AT A TRAFFIC LIGHT IN
 BT2483'SAMSON, DRIVE EAST AND SOUTHEAST ON ALA 52 FOR 6.20 MI (9.98 KM) TO
 BT2483'MILE POST 24.90 AND GENEVA COUNTY ROAD NO. 65 LEFT AND RIGHT, TURN
 BT2483'RIGHT ON GENEVA COUNTY ROAD NO. 65 AND DRIVE SOUTH FOR 1.10 MI
 BT2483'(1.77 KM) TO THE STATION ON THE RIGHT.
 BT2483'THE STATION IS 3.0 FT (0.9 M) EAST OF AN EIGHT STRAND BARBED WIRE
 BT2483'FENCE ON TREATED WOOD POSTS, 34.8 FT (10.6 M) WEST OF THE CENTERLINE
 BT2483'OF GENEVA COUNTY ROAD NO. 65, 155.0 FT (47.2 M) SOUTH OF POWER POLE
 BT2483'NO. 1 21 9 29, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND
 BT2483'SET FLUSH WITH THE GROUND.
 BT2483'STATION 31-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2484 ***********************************************************************
 BT2484  DESIGNATION -  31 23
 BT2484  PID         -  BT2484
 BT2484  STATE/COUNTY-  AL/GENEVA
 BT2484  USGS QUAD   -  GENEVA WEST (1981)
 BT2484
 BT2484                         *CURRENT SURVEY CONTROL
 BT2484  ___________________________________________________________________
 BT2484* NAD 83(1992)-  31 03 55.16821(N)    085 57 24.20399(W)     ADJUSTED  
 BT2484* NAVD 88     -        54.6    (meters)     179.     (feet)  GPS OBS   
 BT2484  ___________________________________________________________________
 BT2484  X           -     385,568.128 (meters)                     COMP
 BT2484  Y           -  -5,454,670.793 (meters)                     COMP
 BT2484  Z           -   3,272,113.592 (meters)                     COMP
 BT2484  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BT2484  ELLIP HEIGHT-          27.41  (meters)          (07/29/02) GPS OBS
 BT2484  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BT2484
 BT2484  HORZ ORDER  -  FIRST
 BT2484  ELLP ORDER  -  FOURTH    CLASS I
 BT2484
 BT2484.The horizontal coordinates were established by GPS observations
 BT2484.and adjusted by the National Geodetic Survey in March 1994..
 BT2484
 BT2484.The orthometric height was determined by GPS observations and a
 BT2484.high-resolution geoid model.
 BT2484
 BT2484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2484
 BT2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2484
 BT2484.The ellipsoidal height was determined by GPS observations
 BT2484.and is referenced to NAD 83.
 BT2484
 BT2484.The geoid height was determined by GEOID03.
 BT2484
 BT2484;                    North         East     Units Scale Factor Converg.
 BT2484;SPC AL E     -    62,679.156   188,224.237   MT  0.99996171   -0 03 49.2
 BT2484;UTM  16      - 3,437,309.196   599,532.146   MT  0.99972220   +0 32 18.2
 BT2484
 BT2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2484!SPC AL E     -   0.99999570  x   0.99996171  =   0.99995741
 BT2484!UTM  16      -   0.99999570  x   0.99972220  =   0.99971790
 BT2484
 BT2484:                Primary Azimuth Mark                     Grid Az
 BT2484:SPC AL E     -  31 22                                    198 08 08.4
 BT2484:UTM  16      -  31 22                                    197 32 01.0
 BT2484
 BT2484|---------------------------------------------------------------------|
 BT2484| PID    Reference Object                     Distance      Geod. Az  |
 BT2484|                                                           dddmmss.s |
 BT2484| BT2483 31 22                               APPROX. 0.5 KM 1980419.2 |
 BT2484|---------------------------------------------------------------------|
 BT2484
 BT2484                          SUPERSEDED SURVEY CONTROL
 BT2484
 BT2484  ELLIP H (03/24/94)   27.45   (m)                       GP(       ) 4 1
 BT2484  NGVD 29 (05/23/94)   54.7    (m)          179.     (f) GPS OBS        
 BT2484
 BT2484.Superseded values are not recommended for survey control.
 BT2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2484.See file dsdata.txt to determine how the superseded data were derived.
 BT2484
 BT2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9953237309(NAD 83)
 BT2484_MARKER: DD = SURVEY DISK
 BT2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2484_SP_SET: CONCRETE POST
 BT2484_STAMPING: 31-23 1993
 BT2484_MARK LOGO: ALHD  
 BT2484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2484+STABILITY: SURFACE MOTION
 BT2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2484+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2484
 BT2484  HISTORY     - Date     Condition        Report By
 BT2484  HISTORY     - 1993     MONUMENTED       ALHD
 BT2484
 BT2484                          STATION DESCRIPTION
 BT2484
 BT2484'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2484'THE STATION IS LOCATED IN GENEVA COUNTY ON THE WEST RIGHT OF WAY OF
 BT2484'GENEVA COUNTY ROAD NO. 65, ABOUT 5.55 MI (8.93 KM) WEST-NORTHWEST OF
 BT2484'GENEVA AND ABOUT 6.20 MI (9.98 KM) SOUTHEAST OF SAMSON.
 BT2484'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 87 (MILE POST
 BT2484'18.70 ON ALA 52 AND MILE POST 9.40 ON ALA 87) AT A TRAFFIC LIGHT IN
 BT2484'SAMSON, DRIVE EAST AND SOUTHEAST ON ALA 52 FOR 6.20 MI (9.98 KM) TO
 BT2484'MILE POST 24.90 AND GENEVA COUNTY ROAD NO. 65 LEFT AND RIGHT, TURN
 BT2484'RIGHT ON GENEVA COUNTY ROAD NO. 65 AND DRIVE SOUTH FOR 0.80 MI
 BT2484'(1.29 KM) TO THE STATION ON THE RIGHT.
 BT2484'THE STATION IS 3.1 FT (0.9 M) EAST-SOUTHEAST OF A FOUR STRAND BARBED
 BT2484'WIRE FENCE ON YELLOW TOP, GREEN STEEL POSTS, 32.3 FT (9.8 M)
 BT2484'WEST-NORTHWEST OF THE CENTERLINE OF GENEVA COUNTY ROAD NO. 65, 99.7 FT
 BT2484'(30.4 M) NORTH-NORTHEAST OF THE NORTH ONE OF TWO CONNECTED WOOD POSTS
 BT2484'IN THE FENCE LINE, 140.3 FT (42.8 M) SOUTHWEST OF POWER POLE NO. 1 21
 BT2484'9 25 ACROSS THE ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS
 BT2484'POST, AND SET FLUSH WITH THE GROUND.
 BT2484'STATION 31-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2485 ***********************************************************************
 BT2485  DESIGNATION -  31 24
 BT2485  PID         -  BT2485
 BT2485  STATE/COUNTY-  AL/GENEVA
 BT2485  USGS QUAD   -  COFFEE SPRINGS (1979)
 BT2485
 BT2485                         *CURRENT SURVEY CONTROL
 BT2485  ___________________________________________________________________
 BT2485* NAD 83(1992)-  31 08 10.86820(N)    085 53 02.77445(W)     ADJUSTED  
 BT2485* NAVD 88     -        75.5    (meters)     248.     (feet)  GPS OBS   
 BT2485  ___________________________________________________________________
 BT2485  X           -     392,190.645 (meters)                     COMP
 BT2485  Y           -  -5,450,138.337 (meters)                     COMP
 BT2485  Z           -   3,278,867.452 (meters)                     COMP
 BT2485  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BT2485  ELLIP HEIGHT-          48.38  (meters)          (07/29/02) GPS OBS
 BT2485  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BT2485
 BT2485  HORZ ORDER  -  FIRST
 BT2485  ELLP ORDER  -  FOURTH    CLASS I
 BT2485
 BT2485.The horizontal coordinates were established by GPS observations
 BT2485.and adjusted by the National Geodetic Survey in March 1994..
 BT2485
 BT2485.The orthometric height was determined by GPS observations and a
 BT2485.high-resolution geoid model.
 BT2485
 BT2485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2485
 BT2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2485
 BT2485.The ellipsoidal height was determined by GPS observations
 BT2485.and is referenced to NAD 83.
 BT2485
 BT2485.The geoid height was determined by GEOID03.
 BT2485
 BT2485;                    North         East     Units Scale Factor Converg.
 BT2485;SPC AL E     -    70,548.342   195,158.290   MT  0.99996029   -0 01 34.5
 BT2485;UTM  16      - 3,445,249.056   606,381.466   MT  0.99973959   +0 34 37.4
 BT2485
 BT2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2485!SPC AL E     -   0.99999240  x   0.99996029  =   0.99995269
 BT2485!UTM  16      -   0.99999240  x   0.99973959  =   0.99973199
 BT2485
 BT2485                          SUPERSEDED SURVEY CONTROL
 BT2485
 BT2485  ELLIP H (03/24/94)   48.43   (m)                       GP(       ) 4 1
 BT2485  NGVD 29 (05/23/94)   75.6    (m)          248.     (f) GPS OBS        
 BT2485
 BT2485.Superseded values are not recommended for survey control.
 BT2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2485.See file dsdata.txt to determine how the superseded data were derived.
 BT2485
 BT2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0638145249(NAD 83)
 BT2485_MARKER: DD = SURVEY DISK
 BT2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2485_SP_SET: CONCRETE POST
 BT2485_STAMPING: 31-24 1993
 BT2485_MARK LOGO: ALHD  
 BT2485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2485+STABILITY: SURFACE MOTION
 BT2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2485+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2485
 BT2485  HISTORY     - Date     Condition        Report By
 BT2485  HISTORY     - 1993     MONUMENTED       ALHD
 BT2485
 BT2485                          STATION DESCRIPTION
 BT2485
 BT2485'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2485'THE STATION IS LOCATED IN GENEVA COUNTY ON THE EAST RIGHT OF WAY OF
 BT2485'ALA 27, ABOUT 2.55 MI (4.10 KM) SOUTH-SOUTHEAST OF COFFEE SPRINGS AND
 BT2485'ABOUT 6.55 MI (10.54 KM) NORTH OF GENEVA.
 BT2485'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 NORTH AND ALA 52
 BT2485'(MILE POST 6.40 ON ALA 27 AND MILE POST 31.10 ON ALA 52) IN GENEVA,
 BT2485'DRIVE NORTH ON ALA 27 FOR 7.35 MI (11.83 KM) TO MILE POST 13.75 AND
 BT2485'THE STATION ON THE RIGHT.
 BT2485'THE STATION IS 39.2 FT (11.9 M) EAST OF THE CENTERLINE OF ALA 27,
 BT2485'125.7 FT (38.3 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A WHITE
 BT2485'FRAME HOUSE, 142.4 FT (43.4 M) WEST OF TRANSFORMER POWER POLE NO. 2
 BT2485'22 19 3, 149.2 FT (45.5 M) SOUTHWEST OF THE NORTHWEST CORNER OF A
 BT2485'WHITE FRAME HOUSE, 169.4 FT (51.6 M) SOUTH OF TELEPHONE CABLE
 BT2485'PEDESTAL NO. 138, 180.0 FT (54.9 M) SOUTH OF TELEPHONE CABLE PEDESTAL
 BT2485'NO. 139, 1.6 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET
 BT2485'FLUSH WITH THE GROUND.
 BT2485'STATION 31-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2485'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY, MR. MIKE HUTTO,
 BT2485'ROUTE 1, BOX 71, CHANCELOR, ALABAMA 36316, PHONE 205-684-6012.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2486 ***********************************************************************
 BT2486  DESIGNATION -  31 25
 BT2486  PID         -  BT2486
 BT2486  STATE/COUNTY-  AL/GENEVA
 BT2486  USGS QUAD   -  COFFEE SPRINGS (1979)
 BT2486
 BT2486                         *CURRENT SURVEY CONTROL
 BT2486  ___________________________________________________________________
 BT2486* NAD 83(1992)-  31 08 38.43884(N)    085 53 01.65271(W)     ADJUSTED  
 BT2486* NAVD 88     -        80.6    (meters)     264.     (feet)  GPS OBS   
 BT2486  ___________________________________________________________________
 BT2486  X           -     392,189.081 (meters)                     COMP
 BT2486  Y           -  -5,449,702.607 (meters)                     COMP
 BT2486  Z           -   3,279,596.870 (meters)                     COMP
 BT2486  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BT2486  ELLIP HEIGHT-          53.51  (meters)          (07/29/02) GPS OBS
 BT2486  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BT2486
 BT2486  HORZ ORDER  -  FIRST
 BT2486  ELLP ORDER  -  FOURTH    CLASS I
 BT2486
 BT2486.The horizontal coordinates were established by GPS observations
 BT2486.and adjusted by the National Geodetic Survey in March 1994..
 BT2486
 BT2486.The orthometric height was determined by GPS observations and a
 BT2486.high-resolution geoid model.
 BT2486
 BT2486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2486
 BT2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2486
 BT2486.The ellipsoidal height was determined by GPS observations
 BT2486.and is referenced to NAD 83.
 BT2486
 BT2486.The geoid height was determined by GEOID03.
 BT2486
 BT2486;                    North         East     Units Scale Factor Converg.
 BT2486;SPC AL E     -    71,397.408   195,188.392   MT  0.99996029   -0 01 33.9
 BT2486;UTM  16      - 3,446,098.205   606,402.620   MT  0.99973965   +0 34 38.4
 BT2486
 BT2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2486!SPC AL E     -   0.99999160  x   0.99996029  =   0.99995189
 BT2486!UTM  16      -   0.99999160  x   0.99973965  =   0.99973125
 BT2486
 BT2486                          SUPERSEDED SURVEY CONTROL
 BT2486
 BT2486  ELLIP H (03/24/94)   53.55   (m)                       GP(       ) 4 1
 BT2486  NGVD 29 (05/23/94)   80.7    (m)          265.     (f) GPS OBS        
 BT2486
 BT2486.Superseded values are not recommended for survey control.
 BT2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2486.See file dsdata.txt to determine how the superseded data were derived.
 BT2486
 BT2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0640346098(NAD 83)
 BT2486_MARKER: DD = SURVEY DISK
 BT2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2486_SP_SET: CONCRETE POST
 BT2486_STAMPING: 31-25 1993
 BT2486_MARK LOGO: ALHD  
 BT2486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2486+STABILITY: SURFACE MOTION
 BT2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2486+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2486
 BT2486  HISTORY     - Date     Condition        Report By
 BT2486  HISTORY     - 1993     MONUMENTED       ALHD
 BT2486
 BT2486                          STATION DESCRIPTION
 BT2486
 BT2486'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2486'THE STATION IS LOCATED IN GENEVA COUNTY ON THE EAST RIGHT OF WAY OF
 BT2486'ALA 27, ABOUT 2.15 MI (3.46 KM) SOUTH-SOUTHEAST OF COFFEE SPRINGS AND
 BT2486'ABOUT 7.10 MI (11.43 KM) NORTH OF GENEVA.
 BT2486'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 NORTH AND ALA 52
 BT2486'(MILE POST 6.40 ON ALA 27 AND MILE POST 31.10 ON ALA 52) IN GENEVA,
 BT2486'DRIVE NORTH ON ALA 27 FOR 7.85 MI (12.63 KM) TO MILE POST 14.25 AND
 BT2486'THE STATION ON THE RIGHT.
 BT2486'THE STATION IS 3.0 FT (0.9 M) WEST OF THE NORTH ONE OF THREE NINE-INCH
 BT2486'TREATED WOOD POSTS NORTH OF A PAVED DRIVEWAY, 13.0 FT (4.0 M)
 BT2486'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A CATTLE GUARD MADE OF
 BT2486'RAILROAD RAILS, 20.8 FT (6.3 M) NORTH OF THE CENTER OF A PAVED
 BT2486'DRIVEWAY, 28.9 FT (8.8 M) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF
 BT2486'A CATTLE GUARD MADE OF RAILROAD RAILS, 56.7 FT (17.3 M) EAST OF THE
 BT2486'CENTERLINE OF ALA 27, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS
 BT2486'POST, AND SET FLUSH WITH THE GROUND.
 BT2486'STATION 31-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2487 ***********************************************************************
 BT2487  DESIGNATION -  31 26
 BT2487  PID         -  BT2487
 BT2487  STATE/COUNTY-  AL/GENEVA
 BT2487  USGS QUAD   -  GENEVA EAST (1979)
 BT2487
 BT2487                         *CURRENT SURVEY CONTROL
 BT2487  ___________________________________________________________________
 BT2487* NAD 83(1992)-  31 00 55.37490(N)    085 46 29.25084(W)     ADJUSTED  
 BT2487* NAVD 88     -        69.7    (meters)     229.     (feet)  GPS OBS   
 BT2487  ___________________________________________________________________
 BT2487  X           -     403,097.685 (meters)                     COMP
 BT2487  Y           -  -5,456,279.135 (meters)                     COMP
 BT2487  Z           -   3,267,376.981 (meters)                     COMP
 BT2487  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BT2487  ELLIP HEIGHT-          42.27  (meters)          (07/29/02) GPS OBS
 BT2487  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BT2487
 BT2487  HORZ ORDER  -  FIRST
 BT2487  ELLP ORDER  -  FOURTH    CLASS I
 BT2487
 BT2487.The horizontal coordinates were established by GPS observations
 BT2487.and adjusted by the National Geodetic Survey in March 1994..
 BT2487
 BT2487.The orthometric height was determined by GPS observations and a
 BT2487.high-resolution geoid model.
 BT2487
 BT2487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2487
 BT2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2487
 BT2487.The ellipsoidal height was determined by GPS observations
 BT2487.and is referenced to NAD 83.
 BT2487
 BT2487.The geoid height was determined by GEOID03.
 BT2487
 BT2487;                    North         East     Units Scale Factor Converg.
 BT2487;SPC AL E     -    57,137.163   205,589.836   MT  0.99996039   +0 01 48.6
 BT2487;UTM  16      - 3,431,951.010   616,951.224   MT  0.99976871   +0 37 53.0
 BT2487
 BT2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2487!SPC AL E     -   0.99999336  x   0.99996039  =   0.99995375
 BT2487!UTM  16      -   0.99999336  x   0.99976871  =   0.99976207
 BT2487
 BT2487:                Primary Azimuth Mark                     Grid Az
 BT2487:SPC AL E     -  31 27                                    094 56 13.6
 BT2487:UTM  16      -  31 27                                    094 20 09.2
 BT2487
 BT2487|---------------------------------------------------------------------|
 BT2487| PID    Reference Object                     Distance      Geod. Az  |
 BT2487|                                                           dddmmss.s |
 BT2487| BT2488 31 27                               471.997 METERS 0945802.2 |
 BT2487|---------------------------------------------------------------------|
 BT2487
 BT2487                          SUPERSEDED SURVEY CONTROL
 BT2487
 BT2487  ELLIP H (03/24/94)   42.34   (m)                       GP(       ) 4 1
 BT2487  NGVD 29 (05/23/94)   69.8    (m)          229.     (f) GPS OBS        
 BT2487
 BT2487.Superseded values are not recommended for survey control.
 BT2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2487.See file dsdata.txt to determine how the superseded data were derived.
 BT2487
 BT2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1695131951(NAD 83)
 BT2487_MARKER: DD = SURVEY DISK
 BT2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2487_SP_SET: CONCRETE POST
 BT2487_STAMPING: 31-26 1993
 BT2487_MARK LOGO: ALHD  
 BT2487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2487+STABILITY: SURFACE MOTION
 BT2487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2487+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 BT2487
 BT2487  HISTORY     - Date     Condition        Report By
 BT2487  HISTORY     - 1993     MONUMENTED       ALHD
 BT2487  HISTORY     - 20010501 GOOD             FLDT
 BT2487
 BT2487                          STATION DESCRIPTION
 BT2487
 BT2487'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2487'THE STATION IS LOCATED IN GENEVA COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2487'GENEVA COUNTY ROAD NO. 4, ABOUT 1.95 MI (3.14 KM) WEST-NORTHWEST OF
 BT2487'BLACK AND ABOUT 5.60 MI (9.01 KM) EAST-SOUTHEAST OF GENEVA.
 BT2487'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 167 (MILE
 BT2487'POST 41.20 ON ALA 52 AND MILE POST 8.10 ON ALA 167) AT A FOUR WAY
 BT2487'STOP AND A CAUTION LIGHT IN HARTFORD, DRIVE SOUTHWEST ON ALA 52 FOR
 BT2487'2.10 MI (3.38 KM) TO MILE POST 39.10 AND GENEVA COUNTY ROAD NO. 55 ON
 BT2487'THE LEFT, TURN LEFT ON GENEVA COUNTY ROAD NO. 55 AND DRIVE SOUTH FOR
 BT2487'5.80 MI (9.33 KM) TO A T-INTERSECTION WITH GENEVA COUNTY ROAD NO. 4
 BT2487'LEFT AND RIGHT, TURN RIGHT ON GENEVA COUNTY ROAD NO. 4 AND DRIVE WEST
 BT2487'FOR 1.15 MI (1.85 KM) TO THE STATION ON THE RIGHT.
 BT2487'THE STATION IS 5.1 FT (1.6 M) SOUTH OF A THREE STRAND BARBED WIRE
 BT2487'FENCE ON WHITE TOP, GREEN STEEL POSTS, 35.6 FT (10.9 M) NORTH OF THE
 BT2487'CENTERLINE OF GENEVA COUNTY ROAD NO. 4, 78.0 FT (23.8 M) EAST OF THE
 BT2487'JUNCTION OF AN ELECTRIC FENCE, 109.6 FT (33.4 M) EAST-SOUTHEAST OF A
 BT2487'POWER POLE IN A PASTURE, 127.6 FT (38.9 M) WEST OF CONCRETE R O W
 BT2487'MARKER PC 268 + 18.7, 254.9 FT (77.7 M) WEST OF TELEPHONE CABLE
 BT2487'PEDESTAL NO. 103 AND A WARNING SIGN, 5.0 FT (1.5 M) SOUTH OF A
 BT2487'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2487'STATION 31-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2487
 BT2487                          STATION RECOVERY (2001)
 BT2487
 BT2487'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 BT2487'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2488 ***********************************************************************
 BT2488  DESIGNATION -  31 27
 BT2488  PID         -  BT2488
 BT2488  STATE/COUNTY-  AL/GENEVA
 BT2488  USGS QUAD   -  GENEVA EAST (1979)
 BT2488
 BT2488                         *CURRENT SURVEY CONTROL
 BT2488  ___________________________________________________________________
 BT2488* NAD 83(1992)-  31 00 54.04753(N)    085 46 11.52313(W)     ADJUSTED  
 BT2488* NAVD 88     -        66.8    (meters)     219.     (feet)  GPS OBS   
 BT2488  ___________________________________________________________________
 BT2488  X           -     403,568.003 (meters)                     COMP
 BT2488  Y           -  -5,456,263.024 (meters)                     COMP
 BT2488  Z           -   3,267,340.467 (meters)                     COMP
 BT2488  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BT2488  ELLIP HEIGHT-          39.40  (meters)          (07/29/02) GPS OBS
 BT2488  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BT2488
 BT2488  HORZ ORDER  -  FIRST
 BT2488  ELLP ORDER  -  FOURTH    CLASS I
 BT2488
 BT2488.The horizontal coordinates were established by GPS observations
 BT2488.and adjusted by the National Geodetic Survey in March 1994..
 BT2488
 BT2488.The orthometric height was determined by GPS observations and a
 BT2488.high-resolution geoid model.
 BT2488
 BT2488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2488
 BT2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2488
 BT2488.The ellipsoidal height was determined by GPS observations
 BT2488.and is referenced to NAD 83.
 BT2488
 BT2488.The geoid height was determined by GEOID03.
 BT2488
 BT2488;                    North         East     Units Scale Factor Converg.
 BT2488;SPC AL E     -    57,096.544   206,060.063   MT  0.99996045   +0 01 57.7
 BT2488;UTM  16      - 3,431,915.334   617,421.761   MT  0.99977007   +0 38 02.1
 BT2488
 BT2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2488!SPC AL E     -   0.99999381  x   0.99996045  =   0.99995426
 BT2488!UTM  16      -   0.99999381  x   0.99977007  =   0.99976388
 BT2488
 BT2488:                Primary Azimuth Mark                     Grid Az
 BT2488:SPC AL E     -  31 26                                    274 56 13.7
 BT2488:UTM  16      -  31 26                                    274 20 09.3
 BT2488
 BT2488|---------------------------------------------------------------------|
 BT2488| PID    Reference Object                     Distance      Geod. Az  |
 BT2488|                                                           dddmmss.s |
 BT2488| BT2487 31 26                               471.997 METERS 2745811.4 |
 BT2488|---------------------------------------------------------------------|
 BT2488
 BT2488                          SUPERSEDED SURVEY CONTROL
 BT2488
 BT2488  ELLIP H (03/24/94)   39.47   (m)                       GP(       ) 4 1
 BT2488  NGVD 29 (05/23/94)   66.9    (m)          219.     (f) GPS OBS        
 BT2488
 BT2488.Superseded values are not recommended for survey control.
 BT2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2488.See file dsdata.txt to determine how the superseded data were derived.
 BT2488
 BT2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1742231915(NAD 83)
 BT2488_MARKER: DD = SURVEY DISK
 BT2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2488_SP_SET: CONCRETE POST
 BT2488_STAMPING: 31-27 1993
 BT2488_MARK LOGO: ALHD  
 BT2488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2488+STABILITY: SURFACE MOTION
 BT2488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2488+SATELLITE: SATELLITE OBSERVATIONS - May 01, 2001
 BT2488
 BT2488  HISTORY     - Date     Condition        Report By
 BT2488  HISTORY     - 1993     MONUMENTED       ALHD
 BT2488  HISTORY     - 20010501 GOOD             FLDT
 BT2488
 BT2488                          STATION DESCRIPTION
 BT2488
 BT2488'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2488'THE STATION IS LOCATED IN GENEVA COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2488'GENEVA COUNTY ROAD NO. 4, ABOUT 1.65 MI (2.66 KM) WEST-NORTHWEST OF
 BT2488'BLACK AND ABOUT 5.90 MI (9.49 KM) EAST-SOUTHEAST OF GENEVA.
 BT2488'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 167 (MILE
 BT2488'POST 41.20 ON ALA 52 AND MILE POST 8.10 ON ALA 167) AT A FOUR WAY
 BT2488'STOP AND A CAUTION LIGHT IN HARTFORD, DRIVE SOUTHWEST ON ALA 52 FOR
 BT2488'2.10 MI (3.38 KM) TO MILE POST 39.10 AND GENEVA COUNTY ROAD NO. 55 ON
 BT2488'THE LEFT, TURN LEFT ON GENEVA COUNTY ROAD NO. 55 AND DRIVE SOUTH FOR
 BT2488'5.80 MI (9.33 KM) TO A T-INTERSECTION WITH GENEVA COUNTY ROAD NO. 4
 BT2488'LEFT AND RIGHT, TURN RIGHT ON GENEVA COUNTY ROAD NO. 4 AND DRIVE WEST
 BT2488'FOR 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT.
 BT2488'THE STATION IS 5.2 FT (1.6 M) SOUTH OF A HOG WIRE FENCE WITH ONE
 BT2488'STRAND OF BARBED WIRE ON YELLOW TOP, GREEN STEEL POSTS, 34.1 FT
 BT2488'(10.4 M) NORTH OF THE CENTERLINE OF GENEVA COUNTY ROAD NO. 4, 179.5
 BT2488'FT (54.7 M) EAST OF POWER POLE NO. 8, 182.3 FT (55.6 M) EAST OF THE
 BT2488'EAST POST OF A STEEL MESH GATE, 233.3 FT (71.1 M) WEST OF A BURIED
 BT2488'CABLE WARNING SIGN, 234.5 FT (71.5 M) WEST OF THE SOUTHEAST CORNER OF
 BT2488'THE FENCE, 234.6 FT (71.5 M) WEST OF TRANSFORMER POWER POLE NO. 3667,
 BT2488'235.6 FT (71.8 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 108, 248.0 FT
 BT2488'(75.6 M) WEST OF THE CENTER OF A DIRT DRIVEWAY, 5.0 FT (1.5 M) SOUTH
 BT2488'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2488'STATION 31-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2488
 BT2488                          STATION RECOVERY (2001)
 BT2488
 BT2488'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 BT2488'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2489 ***********************************************************************
 BT2489  DESIGNATION -  31 28
 BT2489  PID         -  BT2489
 BT2489  STATE/COUNTY-  AL/GENEVA
 BT2489  USGS QUAD   -  CLAYHATCHEE (1981)
 BT2489
 BT2489                         *CURRENT SURVEY CONTROL
 BT2489  ___________________________________________________________________
 BT2489* NAD 83(1992)-  31 08 16.11210(N)    085 38 15.76464(W)     ADJUSTED  
 BT2489* NAVD 88     -        80.8    (meters)     265.     (feet)  GPS OBS   
 BT2489  ___________________________________________________________________
 BT2489  X           -     415,618.406 (meters)                     COMP
 BT2489  Y           -  -5,448,322.545 (meters)                     COMP
 BT2489  Z           -   3,279,008.364 (meters)                     COMP
 BT2489  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BT2489  ELLIP HEIGHT-          53.56  (meters)          (07/29/02) GPS OBS
 BT2489  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BT2489
 BT2489  HORZ ORDER  -  FIRST
 BT2489  ELLP ORDER  -  FOURTH    CLASS I
 BT2489
 BT2489.The horizontal coordinates were established by GPS observations
 BT2489.and adjusted by the National Geodetic Survey in March 1994..
 BT2489
 BT2489.The orthometric height was determined by GPS observations and a
 BT2489.high-resolution geoid model.
 BT2489
 BT2489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2489
 BT2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2489
 BT2489.The ellipsoidal height was determined by GPS observations
 BT2489.and is referenced to NAD 83.
 BT2489
 BT2489.The geoid height was determined by GEOID03.
 BT2489
 BT2489;                    North         East     Units Scale Factor Converg.
 BT2489;SPC AL E     -    70,725.194   218,654.983   MT  0.99996429   +0 06 04.2
 BT2489;UTM  16      - 3,445,673.242   629,870.565   MT  0.99980804   +0 42 16.3
 BT2489
 BT2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2489!SPC AL E     -   0.99999159  x   0.99996429  =   0.99995588
 BT2489!UTM  16      -   0.99999159  x   0.99980804  =   0.99979963
 BT2489
 BT2489                          SUPERSEDED SURVEY CONTROL
 BT2489
 BT2489  ELLIP H (03/24/94)   53.60   (m)                       GP(       ) 4 1
 BT2489  NGVD 29 (05/23/94)   80.9    (m)          265.     (f) GPS OBS        
 BT2489
 BT2489.Superseded values are not recommended for survey control.
 BT2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2489.See file dsdata.txt to determine how the superseded data were derived.
 BT2489
 BT2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2987145673(NAD 83)
 BT2489_MARKER: DD = SURVEY DISK
 BT2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2489_SP_SET: CONCRETE POST
 BT2489_STAMPING: 31-28 1993
 BT2489_MARK LOGO: ALHD  
 BT2489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2489+STABILITY: SURFACE MOTION
 BT2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2489+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2489
 BT2489  HISTORY     - Date     Condition        Report By
 BT2489  HISTORY     - 1993     MONUMENTED       ALHD
 BT2489
 BT2489                          STATION DESCRIPTION
 BT2489
 BT2489'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2489'THE STATION IS LOCATED IN GENEVA COUNTY ON THE EAST RIGHT OF WAY OF
 BT2489'GENEVA COUNTY ROAD NO. 85, ABOUT 4.30 MI (6.92 KM) NORTHEAST OF
 BT2489'HARTFORD AND ABOUT 7.40 MI (11.91 KM) NORTHWEST OF SLOCOMB.
 BT2489'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 123 (MILE
 BT2489'POST 1.85 ON ALA 123 AND MILE POST 42.05 ON ALA 52) IN HARTFORD,
 BT2489'DRIVE NORTHEAST ON ALA 123 FOR 3.30 MI (5.31 KM) TO MILE POST 5.15
 BT2489'AND GENEVA COUNTY ROAD NO. 44 ON THE RIGHT, TURN ROGHT ON GENEVA
 BT2489'COUNTY ROAD NO. 44 AND DRIVE EAST FOR 1.10 MI (1.77 KM) TO GENEVA
 BT2489'COUNTY ROAD NO. 85 LEFT AND RIGHT, TURN LEFT ON GENEVA COUNTY ROAD
 BT2489'NO. 85 AND DRIVE NORTH FOR 0.35 MI (0.56 KM) TO THE STATION ON THE
 BT2489'RIGHT.
 BT2489'THE STATION IS 5.3 FT (1.6 M) WEST OF A FIVE STRAND BARBED WIRE AND
 BT2489'ELECTRIC FENCE ON TREATED WOOD POSTS, 34.0 FT (10.4 M) EAST OF THE
 BT2489'CENTER OF GENEVA COUNTY ROAD NO. 85, 208.0 FT (63.4 M) SOUTHEAST OF A
 BT2489'POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 222.0 FT (67.7 M) NORTH
 BT2489'OF THE NORTH POST OF A RED METAL GATE, 235.0 FT (71.6 M) NORTH OF THE
 BT2489'SOUTHWEST CORNER OF THE FENCE, 5.2 FT (1.6 M) WEST OF A CARSONITE
 BT2489'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2489'STATION 31-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2490 ***********************************************************************
 BT2490  DESIGNATION -  31 29
 BT2490  PID         -  BT2490
 BT2490  STATE/COUNTY-  AL/GENEVA
 BT2490  USGS QUAD   -  CLAYHATCHEE (1981)
 BT2490
 BT2490                         *CURRENT SURVEY CONTROL
 BT2490  ___________________________________________________________________
 BT2490* NAD 83(1992)-  31 08 47.46476(N)    085 38 22.25019(W)     ADJUSTED  
 BT2490* NAVD 88     -        77.6    (meters)     255.     (feet)  GPS OBS   
 BT2490  ___________________________________________________________________
 BT2490  X           -     415,408.916 (meters)                     COMP
 BT2490  Y           -  -5,447,834.918 (meters)                     COMP
 BT2490  Z           -   3,279,833.133 (meters)                     COMP
 BT2490  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BT2490  ELLIP HEIGHT-          50.32  (meters)          (07/29/02) GPS OBS
 BT2490  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BT2490
 BT2490  HORZ ORDER  -  FIRST
 BT2490  ELLP ORDER  -  FOURTH    CLASS I
 BT2490
 BT2490.The horizontal coordinates were established by GPS observations
 BT2490.and adjusted by the National Geodetic Survey in March 1994..
 BT2490
 BT2490.The orthometric height was determined by GPS observations and a
 BT2490.high-resolution geoid model.
 BT2490
 BT2490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2490
 BT2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2490
 BT2490.The ellipsoidal height was determined by GPS observations
 BT2490.and is referenced to NAD 83.
 BT2490
 BT2490.The geoid height was determined by GEOID03.
 BT2490
 BT2490;                    North         East     Units Scale Factor Converg.
 BT2490;SPC AL E     -    71,690.447   218,481.493   MT  0.99996421   +0 06 00.9
 BT2490;UTM  16      - 3,446,636.464   629,686.948   MT  0.99980745   +0 42 13.6
 BT2490
 BT2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2490!SPC AL E     -   0.99999210  x   0.99996421  =   0.99995631
 BT2490!UTM  16      -   0.99999210  x   0.99980745  =   0.99979955
 BT2490
 BT2490                          SUPERSEDED SURVEY CONTROL
 BT2490
 BT2490  ELLIP H (03/24/94)   50.36   (m)                       GP(       ) 4 1
 BT2490  NGVD 29 (05/23/94)   77.6    (m)          255.     (f) GPS OBS        
 BT2490
 BT2490.Superseded values are not recommended for survey control.
 BT2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2490.See file dsdata.txt to determine how the superseded data were derived.
 BT2490
 BT2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2968746636(NAD 83)
 BT2490_MARKER: DD = SURVEY DISK
 BT2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2490_SP_SET: CONCRETE POST
 BT2490_STAMPING: 31-29 1993
 BT2490_MARK LOGO: ALHD  
 BT2490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2490+STABILITY: SURFACE MOTION
 BT2490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2490+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2490
 BT2490  HISTORY     - Date     Condition        Report By
 BT2490  HISTORY     - 1993     MONUMENTED       ALHD
 BT2490
 BT2490                          STATION DESCRIPTION
 BT2490
 BT2490'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2490'THE STATION IS LOCATED IN GENEVA COUNTY ON THE WEST RIGHT OF WAY OF
 BT2490'GENEVA COUNTY ROAD NO. 85, ABOUT 4.60 MI (7.40 KM) NORTHEAST OF
 BT2490'HARTFORD AND ABOUT 7.90 MI (12.71 KM) NORTHWEST OF SLOCOMB.
 BT2490'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 123 (MILE
 BT2490'POST 1.85 ON ALA 123 AND MILE POST 42.05 ON ALA 52) IN HARTFORD,
 BT2490'DRIVE NORTHEAST ON ALA 123 FOR 3.30 MI (5.31 KM) TO MILE POST 5.15
 BT2490'AND GENEVA COUNTY ROAD NO. 44 ON THE LEFT, TURN LEFT ON GENEVA COUNTY
 BT2490'ROAD NO. 44 AND DRIVE EAST FOR 1.10 MI (1.77 KM) TO GENEVA COUNTY
 BT2490'ROAD NO. 85 LEFT AND RIGHT, TURN LEFT ON GENEVA COUNTY ROAD NO. 85
 BT2490'AND DRIVE NORTH FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT.
 BT2490'THE STATION IS 3.4 FT (1.0 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 BT2490'ON OLD TREATED WOOD POSTS, 21.4 FT (6.5 M) NORTH OF A FENCE JUNCTION,
 BT2490'37.7 FT (11.5 M) WEST OF THE CENTER OF GENEVA COUNTY ROAD NO. 85,
 BT2490'90.4 FT (27.6 M) SOUTH OF THE SOUTH POST OF A RUSTY METAL AND HOG
 BT2490'WIRE GATE, 105.0 FT (32.0 M) SOUTH OF A FENCE JUNCTION, 106.9 FT
 BT2490'(32.6 M) SOUTH OF POWER POLE NO. 2 24 16 30, 125.0 FT (38.1 M) NORTH
 BT2490'OF TRANSFORMER POWER POLE NO. 2 24 16 18, 3.2 FT (1.0 M) EAST OF A
 BT2490'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2490'STATION 31-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2244 ***********************************************************************
 BT2244  DESIGNATION -  31 3
 BT2244  PID         -  BT2244
 BT2244  STATE/COUNTY-  AL/GENEVA
 BT2244  USGS QUAD   -  GENEVA EAST (1979)
 BT2244
 BT2244                         *CURRENT SURVEY CONTROL
 BT2244  ___________________________________________________________________
 BT2244* NAD 83(1992)-  31 03 12.74075(N)    085 52 16.11157(W)     ADJUSTED  
 BT2244* NAVD 88     -        30.0    (meters)      98.     (feet)  VERTCON   
 BT2244  ___________________________________________________________________
 BT2244  X           -     393,762.214 (meters)                     COMP
 BT2244  Y           -  -5,454,740.124 (meters)                     COMP
 BT2244  Z           -   3,270,981.550 (meters)                     COMP
 BT2244  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BT2244  ELLIP HEIGHT-           2.76  (meters)          (07/29/02) GPS OBS
 BT2244  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BT2244
 BT2244  HORZ ORDER  -  FIRST
 BT2244  ELLP ORDER  -  FOURTH    CLASS I
 BT2244
 BT2244.The horizontal coordinates were established by GPS observations
 BT2244.and adjusted by the National Geodetic Survey in December 1992..
 BT2244
 BT2244.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2244.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2244
 BT2244.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2244
 BT2244.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2244
 BT2244.The ellipsoidal height was determined by GPS observations
 BT2244.and is referenced to NAD 83.
 BT2244
 BT2244.The geoid height was determined by GEOID03.
 BT2244
 BT2244;                    North         East     Units Scale Factor Converg.
 BT2244;SPC AL E     -    61,366.626   196,391.265   MT  0.99996016   -0 01 10.2
 BT2244;SPC FL N     -   228,428.923   469,117.579   MT  1.00006784   -0 41 20.5
 BT2244;SPC FL N     -   749,437.22  1,539,096.59   sFT  1.00006784   -0 41 20.5
 BT2244;UTM  16      - 3,436,082.822   607,710.645   MT  0.99974310   +0 34 56.5
 BT2244
 BT2244!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2244!SPC AL E     -   0.99999957  x   0.99996016  =   0.99995973
 BT2244!SPC FL N     -   0.99999957  x   1.00006784  =   1.00006741
 BT2244!UTM  16      -   0.99999957  x   0.99974310  =   0.99974267
 BT2244
 BT2244                          SUPERSEDED SURVEY CONTROL
 BT2244
 BT2244  ELLIP H (12/04/92)    2.84   (m)                       GP(       ) 4 1
 BT2244  NAD 83(1992)-  31 03 12.74591(N)    085 52 16.11445(W) AD(       ) 1
 BT2244  NGVD 29 (12/04/92)   30.1    (m)           99.     (f) GPS OBS        
 BT2244
 BT2244.Superseded values are not recommended for survey control.
 BT2244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2244.See file dsdata.txt to determine how the superseded data were derived.
 BT2244
 BT2244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0771136083(NAD 83)
 BT2244_MARKER: DD = SURVEY DISK
 BT2244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2244_SP_SET: CONCRETE POST
 BT2244_STAMPING: 31-3 1990
 BT2244_MARK LOGO: ALHD  
 BT2244_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2244+STABILITY: SURFACE MOTION
 BT2244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2244+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1991
 BT2244
 BT2244  HISTORY     - Date     Condition        Report By
 BT2244  HISTORY     - 1990     MONUMENTED       ALHD
 BT2244  HISTORY     - 19910117 GOOD
 BT2244
 BT2244                          STATION DESCRIPTION
 BT2244
 BT2244'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BT2244'THE STATION IS LOCATED IN GENEVA COUNTY ON THE GENEVA MUNICIPAL
 BT2244'AIRPORT IN GENEVA.
 BT2244'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND AIRPORT ROAD,
 BT2244'MILE POST 7.15 ON ALA 27, IN GENEVA, DRIVE EAST ON AIRPORT ROAD 0.32
 BT2244'KM (0.20 MI) TO THE ENTRANCE GATE TO THE AIRPORT, CONTINUE EAST 0.08
 BT2244'KM (0.05 MI) TO THE OFFICE AND HANGER ON THE RIGHT, CONTINUE EAST ON
 BT2244'A DIRT ROAD ON THE NORTH SIDE OF THE AIRPORT 0.80 KM (0.50 MI) TO THE
 BT2244'STATION ON THE LEFT.
 BT2244'THE STATION IS 18.75 M (61.52 FT) NORTH OF THE NORTH EDGE OF THE PAVED
 BT2244'RUNWAY, 20.36 M (66.80 FT) NORTHWEST OF A RUNWAY MARKER LIGHT, 33.99
 BT2244'M (111.52 FT) NORTH OF THE CENTERLINE OF THE RUNWAY, 0.82 M
 BT2244'(2.69 FT) EAST - SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BT2244'WITH THE GROUND.
 BT2244'STATION 31 - 4 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2244'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY THE FOLLOWING
 BT2244'AFTER 3 P. M. (0.0 FT) ON ANY WEEK DAY.
 BT2244'GENEVA AVIATION
 BT2244'MR. BUCK WILLIAMS
 BT2244'P. O. BOX 491
 BT2244'GENEVA, ALABAMA 36340
 BT2244'PHONE 205 - 684 - 3591
 BT2244
 BT2244                          STATION RECOVERY (1991)
 BT2244
 BT2244'RECOVERED 1991
 BT2244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2491 ***********************************************************************
 BT2491  DESIGNATION -  31 30
 BT2491  PID         -  BT2491
 BT2491  STATE/COUNTY-  AL/GENEVA
 BT2491  USGS QUAD   -  MALVERN (1981)
 BT2491
 BT2491                         *CURRENT SURVEY CONTROL
 BT2491  ___________________________________________________________________
 BT2491* NAD 83(1992)-  31 08 16.85188(N)    085 32 50.16682(W)     ADJUSTED  
 BT2491* NAVD 88     -        94.3    (meters)     309.     (feet)  GPS OBS   
 BT2491  ___________________________________________________________________
 BT2491  X           -     424,218.269 (meters)                     COMP
 BT2491  Y           -  -5,447,659.357 (meters)                     COMP
 BT2491  Z           -   3,279,034.784 (meters)                     COMP
 BT2491  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BT2491  ELLIP HEIGHT-          66.94  (meters)          (07/29/02) GPS OBS
 BT2491  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BT2491
 BT2491  HORZ ORDER  -  FIRST
 BT2491  ELLP ORDER  -  FOURTH    CLASS I
 BT2491
 BT2491.The horizontal coordinates were established by GPS observations
 BT2491.and adjusted by the National Geodetic Survey in March 1994..
 BT2491
 BT2491.The orthometric height was determined by GPS observations and a
 BT2491.high-resolution geoid model.
 BT2491
 BT2491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2491
 BT2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2491
 BT2491.The ellipsoidal height was determined by GPS observations
 BT2491.and is referenced to NAD 83.
 BT2491
 BT2491.The geoid height was determined by GEOID03.
 BT2491
 BT2491;                    North         East     Units Scale Factor Converg.
 BT2491;SPC AL E     -    70,766.724   227,279.940   MT  0.99996918   +0 08 52.5
 BT2491;UTM  16      - 3,445,805.580   638,493.362   MT  0.99983659   +0 45 04.8
 BT2491
 BT2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2491!SPC AL E     -   0.99998949  x   0.99996918  =   0.99995867
 BT2491!UTM  16      -   0.99998949  x   0.99983659  =   0.99982608
 BT2491
 BT2491:                Primary Azimuth Mark                     Grid Az
 BT2491:SPC AL E     -  31 31                                    083 54 13.0
 BT2491:UTM  16      -  31 31                                    083 18 00.7
 BT2491
 BT2491|---------------------------------------------------------------------|
 BT2491| PID    Reference Object                     Distance      Geod. Az  |
 BT2491|                                                           dddmmss.s |
 BT2491| BT2492 31 31                               APPROX. 0.5 KM 0840305.5 |
 BT2491|---------------------------------------------------------------------|
 BT2491
 BT2491                          SUPERSEDED SURVEY CONTROL
 BT2491
 BT2491  ELLIP H (03/24/94)   66.98   (m)                       GP(       ) 4 1
 BT2491  NGVD 29 (05/23/94)   94.3    (m)          309.     (f) GPS OBS        
 BT2491
 BT2491.Superseded values are not recommended for survey control.
 BT2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2491.See file dsdata.txt to determine how the superseded data were derived.
 BT2491
 BT2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3849345806(NAD 83)
 BT2491_MARKER: DD = SURVEY DISK
 BT2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2491_SP_SET: CONCRETE POST
 BT2491_STAMPING: 31-30 1993
 BT2491_MARK LOGO: ALHD  
 BT2491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2491+STABILITY: SURFACE MOTION
 BT2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2491+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2491
 BT2491  HISTORY     - Date     Condition        Report By
 BT2491  HISTORY     - 1993     MONUMENTED       ALHD
 BT2491
 BT2491                          STATION DESCRIPTION
 BT2491
 BT2491'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2491'THE STATION IS LOCATED IN GENEVA COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2491'ALA 52, ABOUT 1.45 MI (2.33 KM) WEST OF MALVERN AND ABOUT 3.35 MI
 BT2491'(5.39 KM) NORTHEAST OF SLOCOMB.
 BT2491'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 103 SOUTH
 BT2491'(MILE POST 48.30 ON ALA 52 AND MILE POST 8.95 ON ALA 103) IN SLOCOMB,
 BT2491'DRIVE EAST, NORTHEAST, AND EAST ON ALA 52 FOR 3.70 MI (5.95 KM) TO
 BT2491'MILE POST 52.00 AND THE STATION ON THE RIGHT.
 BT2491'THE STATION IS 32.0 FT (9.8 M) SOUTH OF THE CENTERLINE OF ALA 52, 97.1
 BT2491'FT (29.6 M) WEST OF TRANSFORMER POWER POLE NO. 2975, 100.1 FT
 BT2491'(30.5 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 39, 120.8 FT (36.8 M)
 BT2491'EAST OF A JUNCTION POWER POLE, 121.2 FT (36.9 M) WEST-SOUTHWEST OF
 BT2491'MILE POST 52, 1.9 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND
 BT2491'SET FLUSH WITH THE GROUND.
 BT2491'STATION 31-31 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2492 ***********************************************************************
 BT2492  DESIGNATION -  31 31
 BT2492  PID         -  BT2492
 BT2492  STATE/COUNTY-  AL/GENEVA
 BT2492  USGS QUAD   -  MALVERN (1981)
 BT2492
 BT2492                         *CURRENT SURVEY CONTROL
 BT2492  ___________________________________________________________________
 BT2492* NAD 83(1992)-  31 08 18.61005(N)    085 32 30.54476(W)     ADJUSTED  
 BT2492* NAVD 88     -        96.5    (meters)     317.     (feet)  GPS OBS   
 BT2492  ___________________________________________________________________
 BT2492  X           -     424,734.481 (meters)                     COMP
 BT2492  Y           -  -5,447,593.015 (meters)                     COMP
 BT2492  Z           -   3,279,082.315 (meters)                     COMP
 BT2492  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BT2492  ELLIP HEIGHT-          69.23  (meters)          (07/29/02) GPS OBS
 BT2492  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BT2492
 BT2492  HORZ ORDER  -  FIRST
 BT2492  ELLP ORDER  -  FOURTH    CLASS I
 BT2492
 BT2492.The horizontal coordinates were established by GPS observations
 BT2492.and adjusted by the National Geodetic Survey in March 1994..
 BT2492
 BT2492.The orthometric height was determined by GPS observations and a
 BT2492.high-resolution geoid model.
 BT2492
 BT2492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2492
 BT2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2492
 BT2492.The ellipsoidal height was determined by GPS observations
 BT2492.and is referenced to NAD 83.
 BT2492
 BT2492.The geoid height was determined by GEOID03.
 BT2492
 BT2492;                    North         East     Units Scale Factor Converg.
 BT2492;SPC AL E     -    70,822.225   227,799.582   MT  0.99996953   +0 09 02.7
 BT2492;UTM  16      - 3,445,866.542   639,012.321   MT  0.99983836   +0 45 15.0
 BT2492
 BT2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2492!SPC AL E     -   0.99998913  x   0.99996953  =   0.99995866
 BT2492!UTM  16      -   0.99998913  x   0.99983836  =   0.99982749
 BT2492
 BT2492:                Primary Azimuth Mark                     Grid Az
 BT2492:SPC AL E     -  31 30                                    263 54 13.0
 BT2492:UTM  16      -  31 30                                    263 18 00.7
 BT2492
 BT2492|---------------------------------------------------------------------|
 BT2492| PID    Reference Object                     Distance      Geod. Az  |
 BT2492|                                                           dddmmss.s |
 BT2492| BT2491 31 30                               APPROX. 0.5 KM 2640315.7 |
 BT2492|---------------------------------------------------------------------|
 BT2492
 BT2492                          SUPERSEDED SURVEY CONTROL
 BT2492
 BT2492  ELLIP H (03/24/94)   69.27   (m)                       GP(       ) 4 1
 BT2492  NGVD 29 (05/23/94)   96.6    (m)          317.     (f) GPS OBS        
 BT2492
 BT2492.Superseded values are not recommended for survey control.
 BT2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2492.See file dsdata.txt to determine how the superseded data were derived.
 BT2492
 BT2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3901245867(NAD 83)
 BT2492_MARKER: DD = SURVEY DISK
 BT2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2492_SP_SET: CONCRETE POST
 BT2492_STAMPING: 31-31 1993
 BT2492_MARK LOGO: ALHD  
 BT2492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2492+STABILITY: SURFACE MOTION
 BT2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2492+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2492
 BT2492  HISTORY     - Date     Condition        Report By
 BT2492  HISTORY     - 1993     MONUMENTED       ALHD
 BT2492
 BT2492                          STATION DESCRIPTION
 BT2492
 BT2492'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2492'THE STATION IS LOCATED IN GENEVA COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2492'ALA 52, ABOUT 1.30 MI (2.09 KM) WEST OF MALVERN AND ABOUT 3.70 MI
 BT2492'(5.95 KM) NORTHEAST OF SLOCOMB.
 BT2492'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 103 SOUTH
 BT2492'(MILE POST 48.30 ON ALA 52 AND MILE POST 8.95 ON ALA 103) IN SLOCOMB,
 BT2492'DRIVE EAST, NORTHEAST, AND EAST ON ALA 52 FOR 4.05 MI (6.52 KM) TO
 BT2492'MILE POST 52.35 AND THE STATION ON THE LEFT.
 BT2492'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 BT2492'ON OLD TREATED WOOD POSTS, 36.5 FT (11.1 M) NORTH OF THE CENTERLINE
 BT2492'OF ALA 52, 78.5 FT (23.9 M) NORTH-NORTHWEST OF A BARRIER LINE MARKER
 BT2492'SIGN ACROSS THE ROAD, 225.3 FT (68.7 M) EAST-NORTHEAST OF TELEPHONE
 BT2492'CABLE PEDESTAL NO. P 38 5 LP 4 ACROSS THE ROAD, 3.2 FT (1.0 M) SOUTH
 BT2492'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2492'STATION 31-30 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2493 ***********************************************************************
 BT2493  DESIGNATION -  31 32
 BT2493  PID         -  BT2493
 BT2493  STATE/COUNTY-  AL/GENEVA
 BT2493  USGS QUAD   -  SLOCOMB (1981)
 BT2493
 BT2493                         *CURRENT SURVEY CONTROL
 BT2493  ___________________________________________________________________
 BT2493* NAD 83(1992)-  31 02 52.55314(N)    085 32 19.45473(W)     ADJUSTED  
 BT2493* NAVD 88     -        75.3    (meters)     247.     (feet)  GPS OBS   
 BT2493  ___________________________________________________________________
 BT2493  X           -     425,429.335 (meters)                     COMP
 BT2493  Y           -  -5,452,722.079 (meters)                     COMP
 BT2493  Z           -   3,270,472.136 (meters)                     COMP
 BT2493  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BT2493  ELLIP HEIGHT-          47.79  (meters)          (07/29/02) GPS OBS
 BT2493  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BT2493
 BT2493  HORZ ORDER  -  FIRST
 BT2493  ELLP ORDER  -  FOURTH    CLASS I
 BT2493
 BT2493.The horizontal coordinates were established by GPS observations
 BT2493.and adjusted by the National Geodetic Survey in March 1994..
 BT2493
 BT2493.The orthometric height was determined by GPS observations and a
 BT2493.high-resolution geoid model.
 BT2493
 BT2493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2493
 BT2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2493
 BT2493.The ellipsoidal height was determined by GPS observations
 BT2493.and is referenced to NAD 83.
 BT2493
 BT2493.The geoid height was determined by GEOID03.
 BT2493
 BT2493;                    North         East     Units Scale Factor Converg.
 BT2493;SPC AL E     -    60,781.597   228,120.016   MT  0.99996975   +0 09 07.0
 BT2493;SPC FL N     -   227,471.855   500,840.597   MT  1.00006634   -0 31 19.2
 BT2493;SPC FL N     -   746,297.24  1,643,174.53   sFT  1.00006634   -0 31 19.2
 BT2493;UTM  16      - 3,435,831.151   639,438.286   MT  0.99983983   +0 45 13.6
 BT2493
 BT2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2493!SPC AL E     -   0.99999250  x   0.99996975  =   0.99996225
 BT2493!SPC FL N     -   0.99999250  x   1.00006634  =   1.00005883
 BT2493!UTM  16      -   0.99999250  x   0.99983983  =   0.99983233
 BT2493
 BT2493:                Primary Azimuth Mark                     Grid Az
 BT2493:SPC AL E     -  31 33                                    324 29 32.2
 BT2493:SPC FL N     -  31 33                                    325 09 58.4
 BT2493:UTM  16      -  31 33                                    323 53 25.6
 BT2493
 BT2493|---------------------------------------------------------------------|
 BT2493| PID    Reference Object                     Distance      Geod. Az  |
 BT2493|                                                           dddmmss.s |
 BT2493| BT2494 31 33                               452.662 METERS 3243839.2 |
 BT2493|---------------------------------------------------------------------|
 BT2493
 BT2493                          SUPERSEDED SURVEY CONTROL
 BT2493
 BT2493  ELLIP H (03/24/94)   47.84   (m)                       GP(       ) 4 1
 BT2493  NGVD 29 (05/23/94)   75.4    (m)          247.     (f) GPS OBS        
 BT2493
 BT2493.Superseded values are not recommended for survey control.
 BT2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2493.See file dsdata.txt to determine how the superseded data were derived.
 BT2493
 BT2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3943835831(NAD 83)
 BT2493_MARKER: DD = SURVEY DISK
 BT2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2493_SP_SET: CONCRETE POST
 BT2493_STAMPING: 31-32 1993
 BT2493_MARK LOGO: ALHD  
 BT2493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2493+STABILITY: SURFACE MOTION
 BT2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2493+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2493
 BT2493  HISTORY     - Date     Condition        Report By
 BT2493  HISTORY     - 1993     MONUMENTED       ALHD
 BT2493
 BT2493                          STATION DESCRIPTION
 BT2493
 BT2493'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2493'THE STATION IS LOCATED IN GENEVA COUNTY ON THE NORTHEAST RIGHT OF WAY
 BT2493'OF ALA 103, ABOUT 5.10 MI (8.21 KM) SOUTH-SOUTHEAST OF SLOCOMB AND
 BT2493'ABOUT 6.35 MI (10.22 KM) SOUTH-SOUTHWEST OF MALVERN.
 BT2493'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 103 SOUTH
 BT2493'(MILE POST 8.95 ON ALA 103 AND MILE POST 48.30 ON ALA 52) IN SLOCOMB,
 BT2493'DRIVE SOUTHEAST ON ALA 103 FOR 5.35 MI (8.61 KM) TO MILE POST 3.60
 BT2493'AND THE STATION ON THE LEFT.
 BT2493'THE STATION IS 5.0 FT (1.5 M) SOUTHWEST OF A FOUR STRAND BARBED WIRE
 BT2493'FENCE ON OLD TREATED WOOD POSTS, 9.0 FT (2.7 M) SOUTH-SOUTHEAST OF
 BT2493'TELEPHONE CABLE PEDESTAL NO. P 131 LP 6, 9.9 FT (3.0 M)
 BT2493'SOUTH-SOUTHEAST OF A BURIED CABLE WARNING SIGN, 46.4 FT (14.1 M)
 BT2493'NORTHEAST OF THE CENTERLINE OF ALA 103, 100.9 FT (30.8 M)
 BT2493'NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 132, 99.5 FT
 BT2493'(30.3 M) NORTH-NORTHWEST OF TRANSFORMER POWER POLE NO. 4540, 5.3 FT
 BT2493'(1.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2493'GROUND.
 BT2493'STATION 31-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2494 ***********************************************************************
 BT2494  DESIGNATION -  31 33
 BT2494  PID         -  BT2494
 BT2494  STATE/COUNTY-  AL/GENEVA
 BT2494  USGS QUAD   -  SLOCOMB (1981)
 BT2494
 BT2494                         *CURRENT SURVEY CONTROL
 BT2494  ___________________________________________________________________
 BT2494* NAD 83(1992)-  31 03 04.54042(N)    085 32 29.33351(W)     ADJUSTED  
 BT2494* NAVD 88     -        71.3    (meters)     234.     (feet)  GPS OBS   
 BT2494  ___________________________________________________________________
 BT2494  X           -     425,153.112 (meters)                     COMP
 BT2494  Y           -  -5,452,549.150 (meters)                     COMP
 BT2494  Z           -   3,270,786.330 (meters)                     COMP
 BT2494  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BT2494  ELLIP HEIGHT-          43.74  (meters)          (07/29/02) GPS OBS
 BT2494  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BT2494
 BT2494  HORZ ORDER  -  FIRST
 BT2494  ELLP ORDER  -  FOURTH    CLASS I
 BT2494
 BT2494.The horizontal coordinates were established by GPS observations
 BT2494.and adjusted by the National Geodetic Survey in March 1994..
 BT2494
 BT2494.The orthometric height was determined by GPS observations and a
 BT2494.high-resolution geoid model.
 BT2494
 BT2494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2494
 BT2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2494
 BT2494.The ellipsoidal height was determined by GPS observations
 BT2494.and is referenced to NAD 83.
 BT2494
 BT2494.The geoid height was determined by GEOID03.
 BT2494
 BT2494;                    North         East     Units Scale Factor Converg.
 BT2494;SPC AL E     -    61,150.069   227,857.112   MT  0.99996957   +0 09 01.9
 BT2494;SPC FL N     -   227,843.430   500,582.021   MT  1.00006723   -0 31 24.1
 BT2494;SPC FL N     -   747,516.32  1,642,326.18   sFT  1.00006723   -0 31 24.1
 BT2494;UTM  16      - 3,436,196.793   639,171.561   MT  0.99983891   +0 45 08.8
 BT2494
 BT2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2494!SPC AL E     -   0.99999313  x   0.99996957  =   0.99996270
 BT2494!SPC FL N     -   0.99999313  x   1.00006723  =   1.00006036
 BT2494!UTM  16      -   0.99999313  x   0.99983891  =   0.99983204
 BT2494
 BT2494:                Primary Azimuth Mark                     Grid Az
 BT2494:SPC AL E     -  31 32                                    144 29 32.2
 BT2494:SPC FL N     -  31 32                                    145 09 58.2
 BT2494:UTM  16      -  31 32                                    143 53 25.3
 BT2494
 BT2494|---------------------------------------------------------------------|
 BT2494| PID    Reference Object                     Distance      Geod. Az  |
 BT2494|                                                           dddmmss.s |
 BT2494| BT2493 31 32                               452.662 METERS 1443834.1 |
 BT2494|---------------------------------------------------------------------|
 BT2494
 BT2494                          SUPERSEDED SURVEY CONTROL
 BT2494
 BT2494  ELLIP H (03/24/94)   43.79   (m)                       GP(       ) 4 1
 BT2494  NGVD 29 (05/23/94)   71.3    (m)          234.     (f) GPS OBS        
 BT2494
 BT2494.Superseded values are not recommended for survey control.
 BT2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2494.See file dsdata.txt to determine how the superseded data were derived.
 BT2494
 BT2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3917236197(NAD 83)
 BT2494_MARKER: DD = SURVEY DISK
 BT2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2494_SP_SET: CONCRETE POST
 BT2494_STAMPING: 31-33 1993
 BT2494_MARK LOGO: ALHD  
 BT2494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2494+STABILITY: SURFACE MOTION
 BT2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2494+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2494
 BT2494  HISTORY     - Date     Condition        Report By
 BT2494  HISTORY     - 1993     MONUMENTED       ALHD
 BT2494
 BT2494                          STATION DESCRIPTION
 BT2494
 BT2494'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2494'THE STATION IS LOCATED IN GENEVA COUNTY ON THE SOUTHWEST RIGHT OF WAY
 BT2494'OF ALA 103, ABOUT 4.85 MI (7.81 KM) SOUTH-SOUTHEAST OF SLOCOMB AND
 BT2494'ABOUT 6.20 MI (9.98 KM) SOUTH-SOUTHWEST OF MALVERN.
 BT2494'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 103 SOUTH
 BT2494'(MILE POST 8.95 ON ALA 103 AND MILE POST 48.30 ON ALA 52) IN SLOCOMB,
 BT2494'DRIVE SOUTHEAST ON ALA 103 FOR 5.05 MI (8.13 KM) TO MILE POST 3.90
 BT2494'AND THE STATION ON THE RIGHT.
 BT2494'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A HOG WIRE FENCE WITH ONE
 BT2494'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 48.5 FT (14.8 M)
 BT2494'SOUTHWEST OF THE CENTERLINE OF ALA 103, 79.5 FT (24.2 M) SOUTHEAST OF
 BT2494'THE SOUTHEAST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE,
 BT2494'129.5 FT (39.5 M) NORTHWEST OF A FENCE JUNCTION, 150.0 FT (45.7 M)
 BT2494'NORTHWEST OF THE CENTER OF A FIELD ROAD, 3.0 FT (0.9 M) NORTHEAST OF A
 BT2494'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2494'STATION 31-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2495 ***********************************************************************
 BT2495  DESIGNATION -  31 34
 BT2495  PID         -  BT2495
 BT2495  STATE/COUNTY-  AL/GENEVA
 BT2495  USGS QUAD   -  HARTFORD (1980)
 BT2495
 BT2495                         *CURRENT SURVEY CONTROL
 BT2495  ___________________________________________________________________
 BT2495* NAD 83(1992)-  31 04 33.34412(N)    085 38 42.86755(W)     ADJUSTED  
 BT2495* NAVD 88     -        72.2    (meters)     237.     (feet)  GPS OBS   
 BT2495  ___________________________________________________________________
 BT2495  X           -     415,171.074 (meters)                     COMP
 BT2495  Y           -  -5,451,903.943 (meters)                     COMP
 BT2495  Z           -   3,273,129.629 (meters)                     COMP
 BT2495  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BT2495  ELLIP HEIGHT-          44.83  (meters)          (07/29/02) GPS OBS
 BT2495  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BT2495
 BT2495  HORZ ORDER  -  FIRST
 BT2495  ELLP ORDER  -  FOURTH    CLASS I
 BT2495
 BT2495.The horizontal coordinates were established by GPS observations
 BT2495.and adjusted by the National Geodetic Survey in March 1994..
 BT2495
 BT2495.The orthometric height was determined by GPS observations and a
 BT2495.high-resolution geoid model.
 BT2495
 BT2495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2495
 BT2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2495
 BT2495.The ellipsoidal height was determined by GPS observations
 BT2495.and is referenced to NAD 83.
 BT2495
 BT2495.The geoid height was determined by GEOID03.
 BT2495
 BT2495;                    North         East     Units Scale Factor Converg.
 BT2495;SPC AL E     -    63,863.492   217,948.669   MT  0.99996397   +0 05 49.5
 BT2495;UTM  16      - 3,438,805.568   629,236.585   MT  0.99980602   +0 41 57.8
 BT2495
 BT2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2495!SPC AL E     -   0.99999296  x   0.99996397  =   0.99995693
 BT2495!UTM  16      -   0.99999296  x   0.99980602  =   0.99979898
 BT2495
 BT2495                          SUPERSEDED SURVEY CONTROL
 BT2495
 BT2495  ELLIP H (03/24/94)   44.88   (m)                       GP(       ) 4 1
 BT2495  NGVD 29 (05/23/94)   72.3    (m)          237.     (f) GPS OBS        
 BT2495
 BT2495.Superseded values are not recommended for survey control.
 BT2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2495.See file dsdata.txt to determine how the superseded data were derived.
 BT2495
 BT2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2923738806(NAD 83)
 BT2495_MARKER: DD = SURVEY DISK
 BT2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2495_SP_SET: CONCRETE POST
 BT2495_STAMPING: 31-34 1993
 BT2495_MARK LOGO: ALHD  
 BT2495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2495+STABILITY: SURFACE MOTION
 BT2495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2495+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2495
 BT2495  HISTORY     - Date     Condition        Report By
 BT2495  HISTORY     - 1993     MONUMENTED       ALHD
 BT2495
 BT2495                          STATION DESCRIPTION
 BT2495
 BT2495'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2495'THE STATION IS LOCATED IN GENEVA COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2495'GENEVA COUNTY ROAD NO. 50, ABOUT 3.50 MI (5.63 KM) SOUTHEAST OF
 BT2495'HARTFORD AND ABOUT 3.85 MI (6.20 KM) SOUTHWEST OF SLOCOMB.
 BT2495'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 103 NORTH
 BT2495'(MILE POST 48.20 ON ALA 52 AND MILE POST 9.05 ON ALA 103) IN SLOCOMB,
 BT2495'DRIVE WEST ON ALA 52 FOR 1.20 MI (1.93 KM) TO MILE POST 47.00 AND
 BT2495'GENEVA COUNTY ROAD NO. 85 ON THE LEFT, TURN LEFT ON GENEVA COUNTY
 BT2495'ROAD NO. 85 AND DRIVE SOUTH FOR 1.90 MI (3.06 KM) TO GENEVA COUNTY
 BT2495'ROAD NO. 50 LEFT AND RIGHT, TURN RIGHT ON GENEVA COUNTY ROAD NO. 50
 BT2495'AND DRIVE WEST FOR 2.05 MI (3.30 KM) TO THE STATION ON THE LEFT.
 BT2495'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A HOG WIRE FENCE ON
 BT2495'OLD TREATED WOOD POSTS, 38.0 FT (11.6 M) SOUTH-SOUTHEAST OF THE
 BT2495'CENTERLINE OF GENEVA COUNTY ROAD NO. 50, 106.5 FT (32.5 M)
 BT2495'EAST-NORTHEAST OF A POWER POLE, 3.3 FT (1.0 M) NORTH OF A CARSONITE
 BT2495'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2495'STATION 31-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2496 ***********************************************************************
 BT2496  DESIGNATION -  31 35
 BT2496  PID         -  BT2496
 BT2496  STATE/COUNTY-  AL/GENEVA
 BT2496  USGS QUAD   -  HARTFORD (1980)
 BT2496
 BT2496                         *CURRENT SURVEY CONTROL
 BT2496  ___________________________________________________________________
 BT2496* NAD 83(1992)-  31 04 39.09431(N)    085 38 22.72347(W)     ADJUSTED  
 BT2496* NAVD 88     -        72.5    (meters)     238.     (feet)  GPS OBS   
 BT2496  ___________________________________________________________________
 BT2496  X           -     415,696.578 (meters)                     COMP
 BT2496  Y           -  -5,451,772.437 (meters)                     COMP
 BT2496  Z           -   3,273,281.434 (meters)                     COMP
 BT2496  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BT2496  ELLIP HEIGHT-          45.08  (meters)          (07/29/02) GPS OBS
 BT2496  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BT2496
 BT2496  HORZ ORDER  -  FIRST
 BT2496  ELLP ORDER  -  FOURTH    CLASS I
 BT2496
 BT2496.The horizontal coordinates were established by GPS observations
 BT2496.and adjusted by the National Geodetic Survey in March 1994..
 BT2496
 BT2496.The orthometric height was determined by GPS observations and a
 BT2496.high-resolution geoid model.
 BT2496
 BT2496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2496
 BT2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2496
 BT2496.The ellipsoidal height was determined by GPS observations
 BT2496.and is referenced to NAD 83.
 BT2496
 BT2496.The geoid height was determined by GEOID03.
 BT2496
 BT2496;                    North         East     Units Scale Factor Converg.
 BT2496;SPC AL E     -    64,041.495   218,482.318   MT  0.99996421   +0 05 59.9
 BT2496;UTM  16      - 3,438,989.142   629,768.249   MT  0.99980772   +0 42 08.3
 BT2496
 BT2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2496!SPC AL E     -   0.99999292  x   0.99996421  =   0.99995713
 BT2496!UTM  16      -   0.99999292  x   0.99980772  =   0.99980064
 BT2496
 BT2496                          SUPERSEDED SURVEY CONTROL
 BT2496
 BT2496  ELLIP H (03/24/94)   45.12   (m)                       GP(       ) 4 1
 BT2496  NGVD 29 (05/23/94)   72.5    (m)          238.     (f) GPS OBS        
 BT2496
 BT2496.Superseded values are not recommended for survey control.
 BT2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2496.See file dsdata.txt to determine how the superseded data were derived.
 BT2496
 BT2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2976838989(NAD 83)
 BT2496_MARKER: DD = SURVEY DISK
 BT2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2496_SP_SET: CONCRETE POST
 BT2496_STAMPING: 31-35 1993
 BT2496_MARK LOGO: ALHD  
 BT2496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2496+STABILITY: SURFACE MOTION
 BT2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2496+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2496
 BT2496  HISTORY     - Date     Condition        Report By
 BT2496  HISTORY     - 1993     MONUMENTED       ALHD
 BT2496
 BT2496                          STATION DESCRIPTION
 BT2496
 BT2496'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2496'THE STATION IS LOCATED IN GENEVA COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2496'GENEVA COUNTY ROAD NO. 50, ABOUT 3.80 MI (6.12 KM) SOUTHEAST OF
 BT2496'HARTFORD AND ABOUT 3.50 MI (5.63 KM) SOUTHWEST OF SLOCOMB.
 BT2496'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 103 NORTH
 BT2496'(MILE POST 48.20 ON ALA 52 AND MILE POST 9.05 ON ALA 103) IN SLOCOMB,
 BT2496'DRIVE WEST ON ALA 52 FOR 1.20 MI (1.93 KM) TO MILE POST 47.00 AND
 BT2496'GENEVA COUNTY ROAD NO. 85 ON THE LEFT, TURN LEFT ON GENEVA COUNTY
 BT2496'ROAD NO. 85 AND DRIVE SOUTH FOR 1.90 MI (3.06 KM) TO GENEVA COUNTY
 BT2496'ROAD NO. 50 LEFT AND RIGHT, TURN RIGHT ON GENEVA COUNTY ROAD NO. 50
 BT2496'AND DRIVE WEST FOR 1.70 MI (2.74 KM) TO THE STATION ON THE LEFT.
 BT2496'THE STATION IS 5.1 FT (1.6 M) NORTH-NORTHWEST OF A HOG WIRE FENCE ON
 BT2496'OLD TREATED WOOD POSTS, 9.3 FT (2.8 M) WEST OF A BURIED CABLE WARNING
 BT2496'SIGN, 15.9 FT (4.8 M) SOUTH-SOUTHEAST OF THE WEST END OF THE SOUTH
 BT2496'HEADWALL OF A FIFTY FOUR-INCH BCCM PIPE UNDER GENEVA COUNTY ROAD NO.
 BT2496'50, 19.0 FT (5.8 M) NORTHEAST OF THE EAST POST OF A GAP IN THE FENCE
 BT2496'LINE, 18.4 FT (5.6 M) SOUTH OF THE EAST END OF THE SOUTH HEADWALL OF
 BT2496'A FIFTY FOUR-INCH BCCM PIPE UNDER GENEVA COUNTY ROAD NO. 50, 27.0 FT
 BT2496'(8.2 M) EAST-NORTHEAST OF THE CENTER OF A FIELD ROAD, 35.0 FT
 BT2496'(10.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF GENEVA COUNTY ROAD NO.
 BT2496'50, 4.9 FT (1.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 BT2496'WITH THE GROUND.
 BT2496'STATION 31-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2245 ***********************************************************************
 BT2245  DESIGNATION -  31 4
 BT2245  PID         -  BT2245
 BT2245  STATE/COUNTY-  AL/GENEVA
 BT2245  USGS QUAD   -  GENEVA EAST (1979)
 BT2245
 BT2245                         *CURRENT SURVEY CONTROL
 BT2245  ___________________________________________________________________
 BT2245* NAD 83(1992)-  31 03 04.67505(N)    085 51 45.24021(W)     ADJUSTED  
 BT2245* NAVD 88     -        28.5    (meters)      94.     (feet)  GPS OBS   
 BT2245  ___________________________________________________________________
 BT2245  X           -     394,587.758 (meters)                     COMP
 BT2245  Y           -  -5,454,807.559 (meters)                     COMP
 BT2245  Z           -   3,270,767.919 (meters)                     COMP
 BT2245  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 BT2245  ELLIP HEIGHT-           1.16  (meters)          (07/29/02) GPS OBS
 BT2245  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BT2245
 BT2245  HORZ ORDER  -  FIRST
 BT2245  ELLP ORDER  -  FOURTH    CLASS I
 BT2245
 BT2245.The horizontal coordinates were established by GPS observations
 BT2245.and adjusted by the National Geodetic Survey in December 1992..
 BT2245
 BT2245.The orthometric height was determined by GPS observations and a
 BT2245.high-resolution geoid model.
 BT2245
 BT2245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2245
 BT2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2245
 BT2245.The ellipsoidal height was determined by GPS observations
 BT2245.and is referenced to NAD 83.
 BT2245
 BT2245.The geoid height was determined by GEOID03.
 BT2245
 BT2245;                    North         East     Units Scale Factor Converg.
 BT2245;SPC AL E     -    61,117.987   197,209.694   MT  0.99996010   -0 00 54.3
 BT2245;UTM  16      - 3,435,842.845   608,531.463   MT  0.99974529   +0 35 12.3
 BT2245
 BT2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2245!SPC AL E     -   0.99999982  x   0.99996010  =   0.99995992
 BT2245!UTM  16      -   0.99999982  x   0.99974529  =   0.99974511
 BT2245
 BT2245                          SUPERSEDED SURVEY CONTROL
 BT2245
 BT2245  ELLIP H (12/04/92)    1.24   (m)                       GP(       ) 4 1
 BT2245  NAD 83(1992)-  31 03 04.68226(N)    085 51 45.24276(W) AD(       ) 1
 BT2245  NAD 83(1992)-  31 03 04.68021(N)    085 51 45.24309(W) AD(       ) 1
 BT2245  NGVD 29 (12/04/92)   28.5    (m)           94.     (f) GPS OBS        
 BT2245
 BT2245.Superseded values are not recommended for survey control.
 BT2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2245.See file dsdata.txt to determine how the superseded data were derived.
 BT2245
 BT2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0853135843(NAD 83)
 BT2245_MARKER: DD = SURVEY DISK
 BT2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2245_SP_SET: CONCRETE POST
 BT2245_STAMPING: 31-4 1990
 BT2245_MARK LOGO: ALHD  
 BT2245_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2245+STABILITY: SURFACE MOTION
 BT2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2245+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 BT2245
 BT2245  HISTORY     - Date     Condition        Report By
 BT2245  HISTORY     - 1990     MONUMENTED       ALHD
 BT2245  HISTORY     - 19910621 GOOD             ALHD
 BT2245
 BT2245                          STATION DESCRIPTION
 BT2245
 BT2245'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BT2245'THE STATION IS LOCATED IN GENEVA COUNTY ON THE GENEVA MUNICIPAL
 BT2245'AIRPORT IN GENEVA.
 BT2245'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND AIRPORT ROAD,
 BT2245'MILE POST 7.15 ON ALA 27, IN GENEVA, DRIVE EAST ON AIRPORT ROAD 0.32
 BT2245'KM (0.20 MI) TO THE ENTRANCE GATE TO THE AIRPORT AND THE STATION ON
 BT2245'THE LEFT.
 BT2245'THE STATION IS 12.98 M (42.59 FT) SOUTHEAST OF THE CENTER OF A PAVED
 BT2245'RUNWAY EXIT RAMP, 22.86 M (75.00 FT) SOUTH OF THE CENTER OF THE
 BT2245'ENTRANCE ROAD, 23.32 M (76.51 FT) SOUTHWEST OF THE SOUTH ENTRANCE
 BT2245'GATE POST, 27.13 M (89.01 FT) NORTHEAST OF THE NORTH ONE OF THREE
 BT2245'MARKER LIGHTS AT THE NORTHEAST CORNER OF THE RUNWAY, 30.57 M
 BT2245'(100.30 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE PAVED RUNWAY,
 BT2245'0.85 M (2.79 FT) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 BT2245'THE GROUND.
 BT2245'STATION 31 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2245'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY THE FOLLOWING
 BT2245'AFTER 3 P. M. (0.0 FT) ON ANY WEEK DAY.
 BT2245'GENEVA AVIATION
 BT2245'MR. BUCK WILLIAMS
 BT2245'P. O. BOX 491
 BT2245'GENEVA, ALABAMA 36340
 BT2245'PHONE 205 - 684 - 3591
 BT2245
 BT2245                          STATION RECOVERY (1991)
 BT2245
 BT2245'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2245'THE STATION IS LOCATED IN GENEVA COUNTY ON THE GENEVA MUNICIPAL
 BT2245'AIRPORT IN GENEVA.
 BT2245'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND AIRPORT ROAD,
 BT2245'MILE POST 7.15 ON ALA 27, IN GENEVA, DRIVE EAST ON AIRPORT ROAD 0.32
 BT2245'KM (0.20 MI) TO THE ENTRANCE GATE TO THE AIRPORT AND THE STATION ON
 BT2245'THE LEFT.
 BT2245'THE STATION IS 12.98 M (42.59 FT) SOUTHEAST OF THE CENTER OF A PAVED
 BT2245'RUNWAY EXIT RAMP, 22.86 M (75.00 FT) SOUTH OF THE CENTER OF THE
 BT2245'ENTRANCE ROAD, 23.32 M (76.51 FT) SOUTHWEST OF THE SOUTH ENTRANCE
 BT2245'GATE POST, 27.13 M (89.01 FT) NORTHEAST OF THE NORTH ONE OF THREE
 BT2245'MARKER LIGHTS AT THE NORTHEAST CORNER OF THE RUNWAY, 30.57 M
 BT2245'(100.30 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE PAVED RUNWAY,
 BT2245'0.85 M (2.79 FT) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 BT2245'THE GROUND.
 BT2245'STATION 31-3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2245'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY THE FOLLOWING
 BT2245'AFTER 3 PM  ON ANY WEEK DAY.
 BT2245'GENEVA AVIATION
 BT2245'MR. BUCK WILLIAMS
 BT2245'P. O. BOX 491
 BT2245'GENEVA, ALABAMA 36340
 BT2245'PHONE 205 - 684 - 3591
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2048 ***********************************************************************
 BU2048  DESIGNATION -  31 5
 BU2048  PID         -  BU2048
 BU2048  STATE/COUNTY-  AL/GENEVA
 BU2048  USGS QUAD   -  HACODA (1969)
 BU2048
 BU2048                         *CURRENT SURVEY CONTROL
 BU2048  ___________________________________________________________________
 BU2048* NAD 83(1992)-  31 00 53.24630(N)    086 07 33.66213(W)     ADJUSTED  
 BU2048* NAVD 88     -        59.3    (meters)     195.     (feet)  VERTCON   
 BU2048  ___________________________________________________________________
 BU2048  X           -     369,644.813 (meters)                     COMP
 BU2048  Y           -  -5,458,672.647 (meters)                     COMP
 BU2048  Z           -   3,267,315.578 (meters)                     COMP
 BU2048  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BU2048  ELLIP HEIGHT-          32.14  (meters)          (07/29/02) GPS OBS
 BU2048  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BU2048
 BU2048  HORZ ORDER  -  FIRST
 BU2048  ELLP ORDER  -  FOURTH    CLASS I
 BU2048
 BU2048.The horizontal coordinates were established by GPS observations
 BU2048.and adjusted by the National Geodetic Survey in December 1992..
 BU2048
 BU2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2048
 BU2048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2048
 BU2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2048
 BU2048.The ellipsoidal height was determined by GPS observations
 BU2048.and is referenced to NAD 83.
 BU2048
 BU2048.The geoid height was determined by GEOID03.
 BU2048
 BU2048;                    North         East     Units Scale Factor Converg.
 BU2048;SPC AL E     -    57,106.920   172,052.813   MT  0.99996963   -0 09 02.9
 BU2048;SPC FL N     -   224,452.819   444,728.712   MT  1.00005762   -0 49 01.6
 BU2048;SPC FL N     -   736,392.29  1,459,080.78   sFT  1.00005762   -0 49 01.6
 BU2048;UTM  16      - 3,431,568.971   583,424.338   MT  0.99968585   +0 27 01.3
 BU2048
 BU2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2048!SPC AL E     -   0.99999495  x   0.99996963  =   0.99996458
 BU2048!SPC FL N     -   0.99999495  x   1.00005762  =   1.00005257
 BU2048!UTM  16      -   0.99999495  x   0.99968585  =   0.99968080
 BU2048
 BU2048:                Primary Azimuth Mark                     Grid Az
 BU2048:SPC AL E     -  31 6                                     017 14 07.0
 BU2048:SPC FL N     -  31 6                                     017 54 05.7
 BU2048:UTM  16      -  31 6                                     016 38 02.8
 BU2048
 BU2048|---------------------------------------------------------------------|
 BU2048| PID    Reference Object                     Distance      Geod. Az  |
 BU2048|                                                           dddmmss.s |
 BU2048| BU2049 31 6                                459.877 METERS 0170504.1 |
 BU2048|---------------------------------------------------------------------|
 BU2048
 BU2048                          SUPERSEDED SURVEY CONTROL
 BU2048
 BU2048  ELLIP H (12/04/92)   32.24   (m)                       GP(       ) 4 1
 BU2048  NAD 83(1992)-  31 00 53.25405(N)    086 07 33.66611(W) AD(       ) 1
 BU2048  NGVD 29 (12/04/92)   59.4    (m)          195.     (f) GPS OBS        
 BU2048
 BU2048.Superseded values are not recommended for survey control.
 BU2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2048.See file dsdata.txt to determine how the superseded data were derived.
 BU2048
 BU2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8342431569(NAD 83)
 BU2048_MARKER: DD = SURVEY DISK
 BU2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2048_SP_SET: CONCRETE POST
 BU2048_STAMPING: 31-5 1990
 BU2048_MARK LOGO: ALHD  
 BU2048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2048+STABILITY: SURFACE MOTION
 BU2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2048+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1991
 BU2048
 BU2048  HISTORY     - Date     Condition        Report By
 BU2048  HISTORY     - 1990     MONUMENTED       ALHD
 BU2048  HISTORY     - 19910124 GOOD
 BU2048
 BU2048                          STATION DESCRIPTION
 BU2048
 BU2048'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2048'THE STATION IS LOCATED IN GENEVA COUNTY ON THE WEST RIGHT OF WAY OF
 BU2048'ALA 153, ABOUT 13.28 KM (8.25 MI) SOUTHWEST OF SAMSON AND ABOUT 24.86
 BU2048'KM (15.45 MI) WEST - SOUTHWEST OF GENEVA.
 BU2048'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 153, MILE
 BU2048'POST 14.80 ON ALA 52, 6.28 KM (3.90 MI) WEST OF SAMSON, DRIVE SOUTH
 BU2048'ON ALA 153 12.07 KM (7.50 MI) TO MILE POST 1.55 AND THE STATION ON
 BU2048'THE RIGHT.
 BU2048'THE STATION IS 9.91 M (32.51 FT) WEST OF THE CENTERLINE OF ALA 153,
 BU2048'33.47 M (109.81 FT) NORTH OF MAIL BOX NO. 123, 40 42 M (137.8 FT)
 BU2048'NORTH - NORTHWEST OF JUNCTION POWER POLE NO. 1 19 34 13, 40.72 M
 BU2048'(133.60 FT) NORTH - NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 227,
 BU2048'0.94 M (3.08 FT) EAST - SOUTHEAST OF A CARSONITE WITNESS POST, AND
 BU2048'SET FLUSH WITH THE GROUND.
 BU2048'STATION 31 - 6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2048
 BU2048                          STATION RECOVERY (1991)
 BU2048
 BU2048'RECOVERED 1991
 BU2048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2049 ***********************************************************************
 BU2049  DESIGNATION -  31 6
 BU2049  PID         -  BU2049
 BU2049  STATE/COUNTY-  AL/GENEVA
 BU2049  USGS QUAD   -  SAMSON (1986)
 BU2049
 BU2049                         *CURRENT SURVEY CONTROL
 BU2049  ___________________________________________________________________
 BU2049* NAD 83(1992)-  31 01 07.51981(N)    086 07 28.56846(W)     ADJUSTED  
 BU2049* NAVD 88     -        58.6    (meters)     192.     (feet)  GPS OBS   
 BU2049  ___________________________________________________________________
 BU2049  X           -     369,764.259 (meters)                     COMP
 BU2049  Y           -  -5,458,436.855 (meters)                     COMP
 BU2049  Z           -   3,267,691.909 (meters)                     COMP
 BU2049  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BU2049  ELLIP HEIGHT-          31.36  (meters)          (01/22/02) GPS OBS
 BU2049  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BU2049
 BU2049  HORZ ORDER  -  FIRST
 BU2049  ELLP ORDER  -  THIRD     CLASS I
 BU2049
 BU2049.The horizontal coordinates were established by GPS observations
 BU2049.and adjusted by the National Geodetic Survey in December 1992..
 BU2049
 BU2049.The orthometric height was determined by GPS observations and a
 BU2049.high-resolution geoid model.
 BU2049
 BU2049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2049
 BU2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2049
 BU2049.The ellipsoidal height was determined by GPS observations
 BU2049.and is referenced to NAD 83.
 BU2049
 BU2049.The geoid height was determined by GEOID03.
 BU2049
 BU2049;                    North         East     Units Scale Factor Converg.
 BU2049;SPC AL E     -    57,546.134   172,189.069   MT  0.99996954   -0 09 00.4
 BU2049;SPC FL N     -   224,890.457   444,870.079   MT  1.00005864   -0 48 59.1
 BU2049;SPC FL N     -   737,828.11  1,459,544.58   sFT  1.00005864   -0 48 59.1
 BU2049;UTM  16      - 3,432,009.465   583,555.940   MT  0.99968612   +0 27 04.1
 BU2049
 BU2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2049!SPC AL E     -   0.99999508  x   0.99996954  =   0.99996462
 BU2049!SPC FL N     -   0.99999508  x   1.00005864  =   1.00005372
 BU2049!UTM  16      -   0.99999508  x   0.99968612  =   0.99968120
 BU2049
 BU2049:                Primary Azimuth Mark                     Grid Az
 BU2049:SPC AL E     -  31 5                                     197 14 07.1
 BU2049:SPC FL N     -  31 5                                     197 54 05.8
 BU2049:UTM  16      -  31 5                                     196 38 02.6
 BU2049
 BU2049|---------------------------------------------------------------------|
 BU2049| PID    Reference Object                     Distance      Geod. Az  |
 BU2049|                                                           dddmmss.s |
 BU2049| BU2048 31 5                                459.877 METERS 1970506.7 |
 BU2049|---------------------------------------------------------------------|
 BU2049
 BU2049                          SUPERSEDED SURVEY CONTROL
 BU2049
 BU2049  ELLIP H (12/04/92)   31.45   (m)                       GP(       ) 4 1
 BU2049  NAD 83(1992)-  31 01 07.52758(N)    086 07 28.57243(W) AD(       ) 1
 BU2049  NGVD 29 (12/04/92)   58.6    (m)          192.     (f) GPS OBS        
 BU2049
 BU2049.Superseded values are not recommended for survey control.
 BU2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2049.See file dsdata.txt to determine how the superseded data were derived.
 BU2049
 BU2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8355632009(NAD 83)
 BU2049_MARKER: DD = SURVEY DISK
 BU2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2049_SP_SET: CONCRETE POST
 BU2049_STAMPING: 31-6 1990
 BU2049_MARK LOGO: ALHD  
 BU2049_PROJECTION: FLUSH
 BU2049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2049+STABILITY: SURFACE MOTION
 BU2049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2049+SATELLITE: SATELLITE OBSERVATIONS - November 29, 2000
 BU2049
 BU2049  HISTORY     - Date     Condition        Report By
 BU2049  HISTORY     - 1990     MONUMENTED       ALHD
 BU2049  HISTORY     - 19910118 GOOD
 BU2049  HISTORY     - 20001129 GOOD             DCJOHN
 BU2049
 BU2049                          STATION DESCRIPTION
 BU2049
 BU2049'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2049'THE STATION IS LOCATED IN GENEVA COUNTY ON THE EAST RIGHT OF WAY OF
 BU2049'ALA 153, ABOUT 12.71 KM (7.90 MI) SOUTHWEST OF SAMSON AND ABOUT 24.54
 BU2049'KM (15.25 MI) WEST - SOUTHWEST OF GENEVA.
 BU2049'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND ALA 153, MILE
 BU2049'POST 14.80 ON ALA 52, 6.28 KM (3.90 MI) WEST OF SAMSON, DRIVE SOUTH
 BU2049'ON ALA 153 11.55 KM (7.18 MI) TO MILE POST 1.85 AND THE STATION ON
 BU2049'THE LEFT.
 BU2049'THE STATION IS 2.10 M (6.89 FT) WEST - NORTHWEST OF A FOUR STRAND
 BU2049'BARBED WIRE FENCE, 8.29 M (27.20 FT) NORTH OF A NEW CREOSOTE POST,
 BU2049'8.93 M (29.30 FT) NORTH OF A FENCE CORNER, 10.15 M (33.30 FT) EAST -
 BU2049'SOUTHEAST OF THE CENTERLINE OF ALA 153, 29.23 M (95.90 FT) EAST -
 BU2049'NORTHEAST OF A THREE FOOT WOOD POST ACROSS ALA 153, 1.40 M (4.59 FT)
 BU2049'WEST - NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2049'GROUND.
 BU2049'STATION 31 - 5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2049
 BU2049                          STATION RECOVERY (1991)
 BU2049
 BU2049'RECOVERED 1991
 BU2049'RECOVERED IN GOOD CONDITION.
 BU2049
 BU2049                          STATION RECOVERY (2000)
 BU2049
 BU2049'RECOVERY NOTE BY DC JOHNSON ASSOC 2000 (ARG)
 BU2049'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2050 ***********************************************************************
 BU2050  DESIGNATION -  31 7
 BU2050  PID         -  BU2050
 BU2050  STATE/COUNTY-  AL/GENEVA
 BU2050  USGS QUAD   -  SAMSON (1986)
 BU2050
 BU2050                         *CURRENT SURVEY CONTROL
 BU2050  ___________________________________________________________________
 BU2050* NAD 83(1992)-  31 06 08.52690(N)    086 03 50.75753(W)     ADJUSTED  
 BU2050* NAVD 88     -        50.2    (meters)     165.     (feet)  VERTCON   
 BU2050  ___________________________________________________________________
 BU2050  X           -     375,199.247 (meters)                     COMP
 BU2050  Y           -  -5,453,264.618 (meters)                     COMP
 BU2050  Z           -   3,275,628.752 (meters)                     COMP
 BU2050  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BU2050  ELLIP HEIGHT-          23.08  (meters)          (07/29/02) GPS OBS
 BU2050  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BU2050
 BU2050  HORZ ORDER  -  FIRST
 BU2050  ELLP ORDER  -  FOURTH    CLASS I
 BU2050
 BU2050.The horizontal coordinates were established by GPS observations
 BU2050.and adjusted by the National Geodetic Survey in December 1992..
 BU2050
 BU2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2050
 BU2050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2050
 BU2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2050
 BU2050.The ellipsoidal height was determined by GPS observations
 BU2050.and is referenced to NAD 83.
 BU2050
 BU2050.The geoid height was determined by GEOID03.
 BU2050
 BU2050;                    North         East     Units Scale Factor Converg.
 BU2050;SPC AL E     -    66,802.461   177,985.296   MT  0.99996598   -0 07 09.1
 BU2050;UTM  16      - 3,441,323.610   589,253.030   MT  0.99969826   +0 29 00.6
 BU2050
 BU2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2050!SPC AL E     -   0.99999638  x   0.99996598  =   0.99996236
 BU2050!UTM  16      -   0.99999638  x   0.99969826  =   0.99969464
 BU2050
 BU2050                          SUPERSEDED SURVEY CONTROL
 BU2050
 BU2050  ELLIP H (12/04/92)   23.16   (m)                       GP(       ) 4 1
 BU2050  NAD 83(1992)-  31 06 08.53505(N)    086 03 50.76118(W) AD(       ) 1
 BU2050  NGVD 29 (12/04/92)   50.3    (m)          165.     (f) GPS OBS        
 BU2050
 BU2050.Superseded values are not recommended for survey control.
 BU2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2050.See file dsdata.txt to determine how the superseded data were derived.
 BU2050
 BU2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8925341324(NAD 83)
 BU2050_MARKER: DD = SURVEY DISK
 BU2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2050_SP_SET: CONCRETE POST
 BU2050_STAMPING: 31-7 1990
 BU2050_MARK LOGO: ALHD  
 BU2050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2050+STABILITY: SURFACE MOTION
 BU2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2050+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991
 BU2050
 BU2050  HISTORY     - Date     Condition        Report By
 BU2050  HISTORY     - 1990     MONUMENTED       ALHD
 BU2050  HISTORY     - 19910116 GOOD
 BU2050
 BU2050                          STATION DESCRIPTION
 BU2050
 BU2050'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2050'THE STATION IS LOCATED IN GENEVA COUNTY ON THE SAMSON MUNICIPAL
 BU2050'AIRPORT IN THE CITY OF SAMSON.
 BU2050'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND MAGNOLIA STREET,
 BU2050'MILE POST 18.20 ON ALA 52, IN SAMSON, DRIVE SOUTH AND WEST ON
 BU2050'MAGNOLIA STREET SOUTH 0.60 MI (0.97 KM) TO THE ENTRANCE GATE TO THE
 BU2050'AIRPORT, PASS THROUGH THE GATE AND DRIVE WEST ACROSS THE PARKING
 BU2050'APRON AND THEN NORTH ON A RAMP 0.05 MI (0.08 KM) TO THE RUNWAY, TURN
 BU2050'LEFT ON THE PAVED RUNWAY AND DRIVE WEST 0.45 MI (0.72 KM) TO THE
 BU2050'STATION ON THE LEFT.
 BU2050'THE STATION IS 16.76 M (54.99 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF
 BU2050'THE PAVED RUNWAY, 25.48 M (83.60 FT) EAST OF THE TENTH RUNWAY MARKER
 BU2050'LIGHT WEST OF THE RAMP, 0.98 M (3.22 FT) NORTHWEST OF A CARSONITE
 BU2050'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2050'STATION 31 - 7 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2050'BEFORE USING THIS STATION AT ANY TIME, PLEASE CONTACT
 BU2050'MR. J. L. HOGAN, CITY CLERK
 BU2050'CITY OF SAMSON
 BU2050'SAMSON CITY HALL
 BU2050'104 EAST MAIN STREET
 BU2050'SAMSON, ALABAMA 36477
 BU2050'PHONE 205 - 898 - 7541
 BU2050
 BU2050                          STATION RECOVERY (1991)
 BU2050
 BU2050'RECOVERED 1991
 BU2050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2051 ***********************************************************************
 BU2051  DESIGNATION -  31 8
 BU2051  PID         -  BU2051
 BU2051  STATE/COUNTY-  AL/GENEVA
 BU2051  USGS QUAD   -  SAMSON (1986)
 BU2051
 BU2051                         *CURRENT SURVEY CONTROL
 BU2051  ___________________________________________________________________
 BU2051* NAD 83(1992)-  31 06 24.78523(N)    086 03 26.80996(W)     ADJUSTED  
 BU2051* NAVD 88     -        58.6    (meters)     192.     (feet)  VERTCON   
 BU2051  ___________________________________________________________________
 BU2051  X           -     375,815.081 (meters)                     COMP
 BU2051  Y           -  -5,452,970.093 (meters)                     COMP
 BU2051  Z           -   3,276,061.794 (meters)                     COMP
 BU2051  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BU2051  ELLIP HEIGHT-          31.43  (meters)          (07/29/02) GPS OBS
 BU2051  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BU2051
 BU2051  HORZ ORDER  -  FIRST
 BU2051  ELLP ORDER  -  FOURTH    CLASS I
 BU2051
 BU2051.The horizontal coordinates were established by GPS observations
 BU2051.and adjusted by the National Geodetic Survey in December 1992..
 BU2051
 BU2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2051
 BU2051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2051
 BU2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2051
 BU2051.The ellipsoidal height was determined by GPS observations
 BU2051.and is referenced to NAD 83.
 BU2051
 BU2051.The geoid height was determined by GEOID03.
 BU2051
 BU2051;                    North         East     Units Scale Factor Converg.
 BU2051;SPC AL E     -    67,301.858   178,620.910   MT  0.99996564   -0 06 56.8
 BU2051;UTM  16      - 3,441,829.531   589,883.186   MT  0.99969965   +0 29 13.2
 BU2051
 BU2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2051!SPC AL E     -   0.99999506  x   0.99996564  =   0.99996070
 BU2051!UTM  16      -   0.99999506  x   0.99969965  =   0.99969472
 BU2051
 BU2051                          SUPERSEDED SURVEY CONTROL
 BU2051
 BU2051  ELLIP H (12/04/92)   31.51   (m)                       GP(       ) 4 1
 BU2051  NAD 83(1992)-  31 06 24.79336(N)    086 03 26.81361(W) AD(       ) 1
 BU2051  NGVD 29 (12/04/92)   58.6    (m)          192.     (f) GPS OBS        
 BU2051
 BU2051.Superseded values are not recommended for survey control.
 BU2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2051.See file dsdata.txt to determine how the superseded data were derived.
 BU2051
 BU2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8988341830(NAD 83)
 BU2051_MARKER: DD = SURVEY DISK
 BU2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2051_SP_SET: CONCRETE POST
 BU2051_STAMPING: 31-8 1990
 BU2051_MARK LOGO: ALHD  
 BU2051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2051+STABILITY: SURFACE MOTION
 BU2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2051+SATELLITE: SATELLITE OBSERVATIONS - January 18, 1991
 BU2051
 BU2051  HISTORY     - Date     Condition        Report By
 BU2051  HISTORY     - 1990     MONUMENTED       ALHD
 BU2051  HISTORY     - 19910118 GOOD
 BU2051
 BU2051                          STATION DESCRIPTION
 BU2051
 BU2051'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2051'THE STATION IS LOCATED IN GENEVA COUNTY ON THE SAMSON MUNICIPAL
 BU2051'AIRPORT IN THE CITY OF SAMSON.
 BU2051'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 AND MAGNOLIA STREET,
 BU2051'MILE POST 18.20 ON ALA 52, IN SAMSON, DRIVE SOUTH AND WEST ON
 BU2051'MAGNOLIA STREET SOUTH 0.55 MI (0.89 KM) ( AND THE STATION ON THE
 BU2051'RIGHT) CONINUE 0.05 MI (0.08 KM) TO THE ENTRANCE GATE TO THE AIRPORT,
 BU2051'PASS THROUGH THE GATE AND DRIVE WEST ACROSS THE PARKING APRON AND
 BU2051'THEN NORTH ON A RAMP  0.05 MI (0.08 KM) TO THE RUNWAY, TURN RIGHT ON
 BU2051'THE RUNWAY AND DRIVE EAST 0.10 MI (0.16 KM) TO THE STATION ON THE
 BU2051'RIGHT 185.79 FT (56.63 M) PAST THE END OF THE PAVED RUNWAY.
 BU2051'THE STATION IS 57.3 FT (17.5 M) WEST OF THE ENTRANCE ROAD, 97.31 FT
 BU2051'(29.66 M) WEST - NORTHWEST OF A CONCRETE PROPERTY CORNER ACROSS THE
 BU2051'ENTRANCE ROAD, 134.19 FT (40.90 M) NORTH - NORTHWEST OF A TELEPHONE
 BU2051'CABLE PEDESTAL, 41.06 134.71 FT (41.06 M) NORTH - NORTHWEST OF A
 BU2051'TELEPHONE SERVICE POLE, 150.69 FT (45.93 M) WEST- NORTHWEST OF A FIRE
 BU2051'HYDRANT ACROSS THE ENTRANCE ROAD, 185.79 FT (56.63 M) EAST -
 BU2051'NORTHEAST OF THE SOUTHEAST CORNER OF THE PAVED RUNWAY, 2.79 FT
 BU2051'(0.85 M) EAST - NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BU2051'WITH THE GROUND.
 BU2051'STATION 31 - 7 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2051'BEFORE USING THIS STATION AT ANY TIME, PLEASE CONTACT
 BU2051'MR. J. L. HOGAN, CITY CLERK
 BU2051'CITY OF SAMSON
 BU2051'SAMSON CITY HALL
 BU2051'104 EAST MAIN STREET
 BU2051'SAMSON, ALABAMA 36477
 BU2051'PHONE 205 - 898 - 7541
 BU2051
 BU2051                          STATION RECOVERY (1991)
 BU2051
 BU2051'RECOVERED 1991
 BU2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2246 ***********************************************************************
 BT2246  DESIGNATION -  31 9
 BT2246  PID         -  BT2246
 BT2246  STATE/COUNTY-  AL/GENEVA
 BT2246  USGS QUAD   -  BELLWOOD (1981)
 BT2246
 BT2246                         *CURRENT SURVEY CONTROL
 BT2246  ___________________________________________________________________
 BT2246* NAD 83(1992)-  31 11 20.50748(N)    085 49 15.66108(W)     ADJUSTED  
 BT2246* NAVD 88     -        75.5    (meters)     248.     (feet)  GPS OBS   
 BT2246  ___________________________________________________________________
 BT2246  X           -     397,971.184 (meters)                     COMP
 BT2246  Y           -  -5,446,688.940 (meters)                     COMP
 BT2246  Z           -   3,283,865.198 (meters)                     COMP
 BT2246  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BT2246  ELLIP HEIGHT-          48.38  (meters)          (07/29/02) GPS OBS
 BT2246  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT2246
 BT2246  HORZ ORDER  -  FIRST
 BT2246  ELLP ORDER  -  FOURTH    CLASS I
 BT2246
 BT2246.The horizontal coordinates were established by GPS observations
 BT2246.and adjusted by the National Geodetic Survey in December 1992..
 BT2246
 BT2246.The orthometric height was determined by GPS observations and a
 BT2246.high-resolution geoid model.
 BT2246
 BT2246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2246
 BT2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2246
 BT2246.The ellipsoidal height was determined by GPS observations
 BT2246.and is referenced to NAD 83.
 BT2246
 BT2246.The geoid height was determined by GEOID03.
 BT2246
 BT2246;                    North         East     Units Scale Factor Converg.
 BT2246;SPC AL E     -    76,387.547   201,173.892   MT  0.99996002   +0 00 23.0
 BT2246;UTM  16      - 3,451,150.073   612,333.937   MT  0.99975565   +0 36 38.2
 BT2246
 BT2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2246!SPC AL E     -   0.99999240  x   0.99996002  =   0.99995242
 BT2246!UTM  16      -   0.99999240  x   0.99975565  =   0.99974805
 BT2246
 BT2246                          SUPERSEDED SURVEY CONTROL
 BT2246
 BT2246  ELLIP H (12/04/92)   48.44   (m)                       GP(       ) 4 1
 BT2246  NAD 83(1992)-  31 11 20.51978(N)    085 49 15.66369(W) AD(       ) 1
 BT2246  NGVD 29 (12/04/92)   75.5    (m)          248.     (f) GPS OBS        
 BT2246
 BT2246.Superseded values are not recommended for survey control.
 BT2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2246.See file dsdata.txt to determine how the superseded data were derived.
 BT2246
 BT2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1233451150(NAD 83)
 BT2246_MARKER: DD = SURVEY DISK
 BT2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2246_SP_SET: CONCRETE POST
 BT2246_STAMPING: 31-9 1990
 BT2246_MARK LOGO: ALHD  
 BT2246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2246+STABILITY: SURFACE MOTION
 BT2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2246+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 BT2246
 BT2246  HISTORY     - Date     Condition        Report By
 BT2246  HISTORY     - 1990     MONUMENTED       ALHD
 BT2246  HISTORY     - 19910621 GOOD             ALHD
 BT2246
 BT2246                          STATION DESCRIPTION
 BT2246
 BT2246'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BT2246'THE STATION IS LOCATED IN GENEVA COUNTY ON PROPERTY OWNED BY MR. W. M.
 BT2246'(0.0 FT) DONNELL, ABOUT 16.90 KM (10.50 MI) NORTH - NORTHEAST OF
 BT2246'GENEVA AND ABOUT 8.93 KM (5.55 MI) EAST - NORTHEAST OF COFFEE
 BT2246'SPRINGS.
 BT2246'TO REACH THE STATION FROM THE JUNCTION OF ALA 85, GENEVA COUNTY ROAD
 BT2246'NO. 45, AND GENEVA COUNTY ROAD NO. 64, MILE POST 9.95 ON ALA 85, IN
 BT2246'BELLWOOD, DRIVE WEST ON A PAVED COUNTY ROAD 1.21 KM (0.75 MI) TO THE
 BT2246'END OF PAVEMENT, CONTINUE WEST ON THE GRADED ROAD 1.45 KM (0.90 MI)
 BT2246'TO A GRADED CROSS ROAD AND A FIELD ROAD TO THE LEFT JUST PAST THE
 BT2246'CROSS ROAD, TURN LEFT ON THE FIELD ROAD AND DRIVE WEST 0.32 KM
 BT2246'(0.20 MI) TO A POWER LINE, CONTINUE WEST ALONG THE POWER LINE 0.40 KM
 BT2246'(0.25 MI) TO A POWER POLE AND THE STATION ON THE LEFT.
 BT2246'THE STATION IS LOCATED IN THE SOUTH SIDE OF A LARGE PLOWED FIELD,
 BT2246'0.88M NORTH OF A POWER POLE, 0.82 M (2.69 FT) NORTH - NORTHWEST OF A
 BT2246'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2246'TRIANGULATION STATION BELLWOOD 1938 MAY BE USED AS AN AZIMTH FOR THIS
 BT2246'STATION.
 BT2246
 BT2246                          STATION RECOVERY (1991)
 BT2246
 BT2246'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2246'THE STATION IS LOCATED IN GENEVA COUNTY ON PROPERTY OWNED BY MR. W.
 BT2246'DONNELL, ABOUT 16.90 KM (10.50 MI) NORTH - NORTHEAST OF GENEVA AND
 BT2246'ABOUT 8.93 KM (5.55 MI) EAST - NORTHEAST OF COFFEE SPRINGS.
 BT2246'TO REACH THE STATION FROM THE JUNCTION OF ALA 85, GENEVA COUNTY ROAD
 BT2246'NO. 45, AND GENEVA COUNTY ROAD NO. 64, MILE POST 9.95 ON ALA 85, IN
 BT2246'BELLWOOD, DRIVE WEST ON A PAVED COUNTY ROAD 1.21 KM (0.75 MI) TO THE
 BT2246'END OF PAVEMENT, CONTINUE WEST ON THE GRADED ROAD 1.45 KM (0.90 MI)
 BT2246'TO A GRADED CROSS ROAD AND A FIELD ROAD TO THE LEFT JUST PAST THE
 BT2246'CROSS ROAD, TURN LEFT ON THE FIELD ROAD AND DRIVE WEST 0.32 KM
 BT2246'(0.20 MI) TO A POWER LINE, CONTINUE WEST ALONG THE POWER LINE 0.40 KM
 BT2246'(0.25 MI) TO A POWER POLE AND THE STATION ON THE LEFT.
 BT2246'THE STATION IS LOCATED IN THE SOUTH SIDE OF A LARGE PLOWED FIELD, 0.88
 BT2246'M (2.89 FT) NORTH OF A POWER POLE, 0.82 M (2.69 FT) NORTH - NORTHWEST
 BT2246'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2246'TRIANGULATION STATION BELLWOOD 1938 MAY BE USED AS AN AZIMTH FOR THIS
 BT2246'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0807 ***********************************************************************
 CM0807  DESIGNATION -  31 ALA
 CM0807  PID         -  CM0807
 CM0807  STATE/COUNTY-  AL/MACON
 CM0807  USGS QUAD   -  CREEK STAND (1985)
 CM0807
 CM0807                         *CURRENT SURVEY CONTROL
 CM0807  ___________________________________________________________________
 CM0807* NAD 83(1986)-  32 17 37.     (N)    085 29 09.     (W)     SCALED    
 CM0807* NAVD 88     -       138.645  (meters)     454.87   (feet)  ADJUSTED  
 CM0807  ___________________________________________________________________
 CM0807  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CM0807  DYNAMIC HT  -         138.484 (meters)     454.34  (feet)  COMP
 CM0807  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 CM0807
 CM0807  VERT ORDER  -  SECOND    CLASS 0
 CM0807
 CM0807.The horizontal coordinates were scaled from a topographic map and have
 CM0807.an estimated accuracy of +/- 6 seconds.
 CM0807
 CM0807.The orthometric height was determined by differential leveling
 CM0807.and adjusted by the National Geodetic Survey in June 1991..
 CM0807
 CM0807.The geoid height was determined by GEOID03.
 CM0807
 CM0807.The dynamic height is computed by dividing the NAVD 88
 CM0807.geopotential number by the normal gravity value computed on the
 CM0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0807.degrees latitude (g = 980.6199 gals.).
 CM0807
 CM0807.The modeled gravity was interpolated from observed gravity values.
 CM0807
 CM0807;                    North         East    Units  Estimated Accuracy
 CM0807;SPC AL E     -   198,910.      232,730.      MT  (+/- 180 meters Scaled)
 CM0807
 CM0807                          SUPERSEDED SURVEY CONTROL
 CM0807
 CM0807  NGVD 29 (??/??/92)  138.642  (m)          454.86   (f) ADJ UNCH    2 0
 CM0807
 CM0807.Superseded values are not recommended for survey control.
 CM0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0807.See file dsdata.txt to determine how the superseded data were derived.
 CM0807
 CM0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA425739(NAD 83)
 CM0807_MARKER: DB = BENCH MARK DISK
 CM0807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0807+STABILITY: SURFACE MOTION
 CM0807
 CM0807  HISTORY     - Date     Condition        Report By
 CM0807  HISTORY     - UNK      MONUMENTED       USGS
 CM0807  HISTORY     - 1955     MARK NOT FOUND   USGS
 CM0807
 CM0807                          STATION DESCRIPTION
 CM0807
 CM0807'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 CM0807'6.3 MI NW FROM HURTSBORO.
 CM0807'U.S.G.S. NO. 31 ALA. 1934 IS LOCATED 6.3 MILES NORTHWEST OF
 CM0807'HURTSBORO, 0.5 OF A MILE WEST OF CREEK STAND, IN THE FORK OF
 CM0807'THE ROAD FORMED BY A SIDE ROAD TO SOUTH, 28.0 FEET EAST OF
 CM0807'CENTERLINE OF TUSKEGEE ROAD, 19.0 FEET SOUTHWEST OF SIDE ROAD.
 CM0807'STANDARD TABLET SET IN TOP OF CONCRETE POST STANDING ABOUT 4
 CM0807'INCHES HIGH.
 CM0807
 CM0807                          STATION RECOVERY (1955)
 CM0807
 CM0807'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CM0807'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1374 ***********************************************************************
 DH1374  DESIGNATION -  311
 DH1374  PID         -  DH1374
 DH1374  STATE/COUNTY-  AL/CULLMAN
 DH1374  USGS QUAD   -  CREEL (1978)
 DH1374
 DH1374                         *CURRENT SURVEY CONTROL
 DH1374  ___________________________________________________________________
 DH1374* NAD 83(1986)-  33 52 21.     (N)    086 55 20.     (W)     SCALED    
 DH1374* NAVD 88     -        94.858  (meters)     311.21   (feet)  ADJUSTED  
 DH1374  ___________________________________________________________________
 DH1374  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DH1374  DYNAMIC HT  -          94.758 (meters)     310.89  (feet)  COMP
 DH1374  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 DH1374
 DH1374  VERT ORDER  -  SECOND    CLASS 0
 DH1374
 DH1374.The horizontal coordinates were scaled from a topographic map and have
 DH1374.an estimated accuracy of +/- 6 seconds.
 DH1374
 DH1374.The orthometric height was determined by differential leveling
 DH1374.and adjusted by the National Geodetic Survey in June 1991..
 DH1374
 DH1374.The geoid height was determined by GEOID03.
 DH1374
 DH1374.The dynamic height is computed by dividing the NAVD 88
 DH1374.geopotential number by the normal gravity value computed on the
 DH1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1374.degrees latitude (g = 980.6199 gals.).
 DH1374
 DH1374.The modeled gravity was interpolated from observed gravity values.
 DH1374
 DH1374;                    North         East    Units  Estimated Accuracy
 DH1374;SPC AL W     -   429,530.      653,450.      MT  (+/- 180 meters Scaled)
 DH1374
 DH1374                          SUPERSEDED SURVEY CONTROL
 DH1374
 DH1374  NGVD 29 (??/??/92)   94.824  (m)          311.10   (f) ADJ UNCH    2 0
 DH1374
 DH1374.Superseded values are not recommended for survey control.
 DH1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1374.See file dsdata.txt to determine how the superseded data were derived.
 DH1374
 DH1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC071480(NAD 83)
 DH1374_MARKER: DD = SURVEY DISK
 DH1374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1374_SP_SET: BRIDGE
 DH1374_STAMPING: PRIM TRA STA NO 5 311
 DH1374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1374
 DH1374  HISTORY     - Date     Condition        Report By
 DH1374  HISTORY     - UNK      MONUMENTED       USGS
 DH1374  HISTORY     - 1946     GOOD             NGS
 DH1374
 DH1374                          STATION DESCRIPTION
 DH1374
 DH1374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1374'3.85 MI SE FROM ARKADELPHIA.
 DH1374'ABOUT 3.85 MILES SOUTHEAST ALONG THE ARKADELPHIA-CORNER ROAD FROM THE
 DH1374'SCHOOL AT ARKADELPHIA, SET IN THE TOP OF THE SOUTHEAST END OF THE
 DH1374'NORTHEAST ABUTMENT OF A STEEL BRIDGE OVER MULBERRY FORK OF WARRIOR
 DH1374'RIVER, 12 FEET SOUTHEAST OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF
 DH1374'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0279 ***********************************************************************
 BH0279  DESIGNATION -  318 12
 BH0279  PID         -  BH0279
 BH0279  STATE/COUNTY-  AL/MOBILE
 BH0279  USGS QUAD   -  CODEN (1985)
 BH0279
 BH0279                         *CURRENT SURVEY CONTROL
 BH0279  ___________________________________________________________________
 BH0279* NAD 83(1986)-  30 24 17.     (N)    088 14 52.     (W)     SCALED    
 BH0279* NAVD 88     -         1.968  (meters)       6.46   (feet)  POSTED    
 BH0279  ___________________________________________________________________
 BH0279  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BH0279  DYNAMIC HT  -           1.970 (meters)       6.46  (feet)  COMP
 BH0279  MODELED GRAV-     979,326.1   (mgal)                       NAVD 88
 BH0279
 BH0279  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BH0279
 BH0279.The horizontal coordinates were scaled from a topographic map and have
 BH0279.an estimated accuracy of +/- 6 seconds.
 BH0279
 BH0279.The orthometric height was determined by differential leveling
 BH0279.and adjusted by the National Geodetic Survey in 1992..
 BH0279.No vertical observational check was made to the station.
 BH0279.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BH0279.was located on a no-check spur therefore a value was not computed.
 BH0279
 BH0279.The geoid height was determined by GEOID03.
 BH0279
 BH0279.The dynamic height is computed by dividing the NAVD 88
 BH0279.geopotential number by the normal gravity value computed on the
 BH0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0279.degrees latitude (g = 980.6199 gals.).
 BH0279
 BH0279.The modeled gravity was interpolated from observed gravity values.
 BH0279
 BH0279;                    North         East    Units  Estimated Accuracy
 BH0279;SPC AL W     -    45,100.      528,150.      MT  (+/- 180 meters Scaled)
 BH0279
 BH0279                          SUPERSEDED SURVEY CONTROL
 BH0279
 BH0279  NGVD 29 (06/24/99)    1.931  (m)            6.34   (f) ADJUSTED    1 2
 BH0279
 BH0279.Superseded values are not recommended for survey control.
 BH0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0279.See file dsdata.txt to determine how the superseded data were derived.
 BH0279
 BH0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU801642(NAD 83)
 BH0279_MARKER: DD = SURVEY DISK
 BH0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0279_STAMPING: 318-12
 BH0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0279+STABILITY: SURFACE MOTION
 BH0279
 BH0279  HISTORY     - Date     Condition        Report By
 BH0279  HISTORY     - UNK      MONUMENTED       ALGS
 BH0279  HISTORY     - 1955     GOOD             CGS
 BH0279
 BH0279                          STATION DESCRIPTION
 BH0279
 BH0279'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0279'IN BAYOU LA BATRE.
 BH0279'AT BAYOU LA BATRE, ABOUT 0.55 MILE NORTH AND NORTHWEST ALONG A PAVED
 BH0279'ROAD FROM ALBA SCHOOL, 27 FEET WEST OF CENTER LINE OF ROAD, 163 FEET
 BH0279'NORTHEAST AND ACROSS ROAD FROM THE EAST CORNER OF CATHOLIC CHURCH, 368
 BH0279'FEET SOUTH-SOUTHEAST OF SOUTHEAST CORNER OF A DRAW BRIDGE OVER BAYOU
 BH0279'LA BATRE, 30 FEET NORTH-NORTHWEST OF NORTHWEST CORNER OF A FRAME
 BH0279'BUILDING, 6 FEET NORTHWEST OF A FENCE CORNER, ABOUT 1 FOOT ABOVE LEVEL
 BH0279'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0183 ***********************************************************************
 BH0183  DESIGNATION -  319 2
 BH0183  PID         -  BH0183
 BH0183  STATE/COUNTY-  AL/MOBILE
 BH0183  USGS QUAD   -  SPRING HILL (1982)
 BH0183
 BH0183                         *CURRENT SURVEY CONTROL
 BH0183  ___________________________________________________________________
 BH0183* NAD 83(1986)-  30 41 16.     (N)    088 12 52.     (W)     SCALED    
 BH0183* NAVD 88     -        62.85   (+/-2cm)     206.2    (feet)  VERTCON   
 BH0183  ___________________________________________________________________
 BH0183  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH0183
 BH0183  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0183
 BH0183.The horizontal coordinates were scaled from a topographic map and have
 BH0183.an estimated accuracy of +/- 6 seconds.
 BH0183
 BH0183.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0183.The vertical order pertains to the NGVD 29 superseded value.
 BH0183
 BH0183.The geoid height was determined by GEOID03.
 BH0183
 BH0183;                    North         East    Units  Estimated Accuracy
 BH0183;SPC AL W     -    76,460.      531,550.      MT  (+/- 180 meters Scaled)
 BH0183
 BH0183                          SUPERSEDED SURVEY CONTROL
 BH0183
 BH0183  NGVD 29 (??/??/??)   62.801  (m)          206.04   (f) ADJUSTED    2 0
 BH0183
 BH0183.Superseded values are not recommended for survey control.
 BH0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0183.See file dsdata.txt to determine how the superseded data were derived.
 BH0183
 BH0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU836956(NAD 83)
 BH0183_MARKER: DD = SURVEY DISK
 BH0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0183_STAMPING: 319-2 1939
 BH0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0183+STABILITY: SURFACE MOTION
 BH0183
 BH0183  HISTORY     - Date     Condition        Report By
 BH0183  HISTORY     - 1939     MONUMENTED       ALGS
 BH0183  HISTORY     - 1961     GOOD             CGS
 BH0183
 BH0183                          STATION DESCRIPTION
 BH0183
 BH0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BH0183'2.5 MI E FROM SEMMES.
 BH0183'THE MARK IS LOCATED 2.5 MILES NORTHEAST ALONG AIRPORT BLVD. (FORMERLY
 BH0183'GOVERNMENT ROAD) FROM BAKERS HIGH SCHOOL, THENCE 0.1 MILE EAST ALONG A
 BH0183'GRAVELED ROAD TO THE MARK ON THE LEFT.  IT IS 23 FEET NORTH OF THE
 BH0183'CENTERLINE OF OLD GOVERNMENT ROAD, 105 FEET WEST OF THE CENTERLINE OF
 BH0183'CENTER STREET, 36 FEET EAST OF THE CENTER OF THE DRIVEWAY TO A RED
 BH0183'BRICK HOUSE, 6 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF
 BH0183'THE RED BRICK HOUSE, AND 1 FOOT EAST OF A METAL WITNESS POST.  IT IS A
 BH0183'STANDARD U.S.C. AND G. AND STATE SURVEY DISK, STAMPED 319-2 1939, SET
 BH0183'IN THE TOP OF A 6-INCH SQUARE POST PROJECTING 2 INCHES.  NOTE-- THE
 BH0183'MARK HAS BEEN CHIPPED ON ALL FOUR SIDES BUT SEEMS TO BE IN GOOD
 BH0183'CONDITION.  THE MARK IS ON THE SLOPE OF THE YARD, WHERE THE LAWN
 BH0183'SLOPES TO THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0760 ***********************************************************************
 EF0760  DESIGNATION -  32
 EF0760  PID         -  EF0760
 EF0760  STATE/COUNTY-  AL/LAUDERDALE
 EF0760  USGS QUAD   -  ROGERSVILLE (1974)
 EF0760
 EF0760                         *CURRENT SURVEY CONTROL
 EF0760  ___________________________________________________________________
 EF0760* NAD 83(1986)-  34 48 57.     (N)    087 22 24.     (W)     SCALED    
 EF0760* NAVD 88     -       156.041  (meters)     511.94   (feet)  POSTED    
 EF0760  ___________________________________________________________________
 EF0760  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EF0760  DYNAMIC HT  -         155.890 (meters)     511.45  (feet)  COMP
 EF0760  MODELED GRAV-     979,694.1   (mgal)                       NAVD 88
 EF0760
 EF0760  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0760
 EF0760.The horizontal coordinates were scaled from a topographic map and have
 EF0760.an estimated accuracy of +/- 6 seconds.
 EF0760
 EF0760.The orthometric height was determined by differential leveling
 EF0760.and adjusted by the National Geodetic Survey in 1992..
 EF0760.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0760.rate of 0.0 thru 1.0 mm/km.
 EF0760
 EF0760.The geoid height was determined by GEOID03.
 EF0760
 EF0760.The dynamic height is computed by dividing the NAVD 88
 EF0760.geopotential number by the normal gravity value computed on the
 EF0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0760.degrees latitude (g = 980.6199 gals.).
 EF0760
 EF0760.The modeled gravity was interpolated from observed gravity values.
 EF0760
 EF0760;                    North         East    Units  Estimated Accuracy
 EF0760;SPC AL W     -   534,020.      611,590.      MT  (+/- 180 meters Scaled)
 EF0760
 EF0760                          SUPERSEDED SURVEY CONTROL
 EF0760
 EF0760.No superseded survey control is available for this station.
 EF0760
 EF0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD658526(NAD 83)
 EF0760_MARKER: B = BOLT
 EF0760_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0760_SP_SET: WALL
 EF0760_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0760
 EF0760  HISTORY     - Date     Condition        Report By
 EF0760  HISTORY     - UNK      MONUMENTED       USE
 EF0760  HISTORY     - 1933     GOOD             NGS
 EF0760  HISTORY     - 1934     GOOD             NGS
 EF0760
 EF0760                          STATION DESCRIPTION
 EF0760
 EF0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0760'18.0 MI SE FROM FLORENCE.
 EF0760'ABOUT 18.0 MILES UPSTREAM FROM FLORENCE, LAUDERDALE COUNTY, AT LOCK 2
 EF0760'OF THE MUSCLE SHOALS CANAL, AT THE RECESS FOR THE WEST GATE, IN THE
 EF0760'SOUTH WALL, IN THE OUTER CORNER OF THE COPING, AND 10 INCHES FROM THE
 EF0760'FACES.  A COPPER BOLT.  NOTE-- LEAD WASHER HAS BEEN MUTILATED.
 EF0760
 EF0760                          STATION RECOVERY (1934)
 EF0760
 EF0760'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF0760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3214 ***********************************************************************
 CN3214  DESIGNATION -  32 1
 CN3214  PID         -  CN3214
 CN3214  STATE/COUNTY-  AL/GREENE
 CN3214  USGS QUAD   -  MASON BEND (1986)
 CN3214
 CN3214                         *CURRENT SURVEY CONTROL
 CN3214  ___________________________________________________________________
 CN3214* NAD 83(1992)-  32 39 36.55255(N)    087 52 06.69379(W)     ADJUSTED  
 CN3214* NAVD 88     -        46.7    (meters)     153.     (feet)  VERTCON   
 CN3214  ___________________________________________________________________
 CN3214  X           -     199,907.673 (meters)                     COMP
 CN3214  Y           -  -5,371,204.128 (meters)                     COMP
 CN3214  Z           -   3,422,298.443 (meters)                     COMP
 CN3214  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 CN3214  ELLIP HEIGHT-          17.68  (meters)          (07/29/02) GPS OBS
 CN3214  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CN3214
 CN3214  HORZ ORDER  -  FIRST
 CN3214  ELLP ORDER  -  FOURTH    CLASS I
 CN3214
 CN3214.The horizontal coordinates were established by GPS observations
 CN3214.and adjusted by the National Geodetic Survey in December 1992..
 CN3214
 CN3214.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3214.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3214
 CN3214.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3214
 CN3214.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3214
 CN3214.The ellipsoidal height was determined by GPS observations
 CN3214.and is referenced to NAD 83.
 CN3214
 CN3214.The geoid height was determined by GEOID03.
 CN3214
 CN3214;                    North         East     Units Scale Factor Converg.
 CN3214;SPC AL W     -   294,985.511   565,430.833   MT  0.99994806   -0 11 56.0
 CN3214;UTM  16      - 3,613,945.696   418,554.985   MT  0.99968179   -0 28 07.4
 CN3214
 CN3214!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3214!SPC AL W     -   0.99999722  x   0.99994806  =   0.99994528
 CN3214!UTM  16      -   0.99999722  x   0.99968179  =   0.99967902
 CN3214
 CN3214:                Primary Azimuth Mark                     Grid Az
 CN3214:SPC AL W     -  32 2                                     057 28 56.7
 CN3214:UTM  16      -  32 2                                     057 45 08.1
 CN3214
 CN3214|---------------------------------------------------------------------|
 CN3214| PID    Reference Object                     Distance      Geod. Az  |
 CN3214|                                                           dddmmss.s |
 CN3214| CN3215 32 2                                471.786 METERS 0571700.7 |
 CN3214|---------------------------------------------------------------------|
 CN3214
 CN3214                          SUPERSEDED SURVEY CONTROL
 CN3214
 CN3214  ELLIP H (12/04/92)   17.74   (m)                       GP(       ) 4 1
 CN3214  NAD 83(1986)-  32 39 36.55965(N)    087 52 06.69921(W) AD(       ) 1
 CN3214  NGVD 29 (12/04/92)   46.7    (m)          153.     (f) GPS OBS        
 CN3214
 CN3214.Superseded values are not recommended for survey control.
 CN3214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3214.See file dsdata.txt to determine how the superseded data were derived.
 CN3214
 CN3214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1855513946(NAD 83)
 CN3214_MARKER: DD = SURVEY DISK
 CN3214_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3214_SP_SET: CONCRETE POST
 CN3214_STAMPING: 32-1 1991
 CN3214_MARK LOGO: ALHD  
 CN3214_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3214_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3214+STABILITY: SURFACE MOTION
 CN3214_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3214+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3214
 CN3214  HISTORY     - Date     Condition        Report By
 CN3214  HISTORY     - 1991     MONUMENTED       ALHD
 CN3214
 CN3214                          STATION DESCRIPTION
 CN3214
 CN3214'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3214'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTHWEST RIGHT OF WAY
 CN3214'OF THE LLOYD CHAPEL ROAD (GREENE COUNTY ROAD NO. 42) IN THE NORTHEAST
 CN3214'CORNER OF FORKLAND.
 CN3214'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND LLOYD CHAPEL
 CN3214'ROAD (MILE POST 152.05 ON U. S. 43) IN FORKLAND, DRIVE NORTHEAST ON
 CN3214'LLOYD CHAPEL ROAD 1.61 KM (1.00 MI) TO THE STATION ON THE LEFT.
 CN3214'THE STATION IS 0.91 M (2.99 FT) SOUTHEAST OF A FOUR STRAND BARBED WIRE
 CN3214'FENCE ON STEEL POSTS, 11.95 M (39.21 FT) NORTHWEST OF THE CENTER OF
 CN3214'THE LLOYD CHAPEL ROAD (GREENE COUNTY ROAD NO. 42), 42.15 M
 CN3214'(138.29 FT) SOUTHWEST OF A WOOD BRACE POST IN THE FENCE LINE, AND
 CN3214'51.21 M (168.01 FT) NORTH - NORTHEAST OF A NIGHT LIGHT POLE ACROSS
 CN3214'LLOYD CHAPEL ROAD AND 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS
 CN3214'POST.
 CN3214'STATION 32-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6958 ***********************************************************************
 AA6958  DESIGNATION -  32 10
 AA6958  PID         -  AA6958
 AA6958  STATE/COUNTY-  AL/GREENE
 AA6958  USGS QUAD   -  EPES EAST (1986)
 AA6958
 AA6958                         *CURRENT SURVEY CONTROL
 AA6958  ___________________________________________________________________
 AA6958* NAD 83(1992)-  32 38 02.74023(N)    088 00 10.15196(W)     ADJUSTED  
 AA6958* NAVD 88     -        43.5    (meters)     143.     (feet)  VERTCON   
 AA6958  ___________________________________________________________________
 AA6958  X           -     187,371.962 (meters)                     COMP
 AA6958  Y           -  -5,373,213.313 (meters)                     COMP
 AA6958  Z           -   3,419,863.411 (meters)                     COMP
 AA6958  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AA6958  ELLIP HEIGHT-          14.51  (meters)          (07/29/02) GPS OBS
 AA6958  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AA6958
 AA6958  HORZ ORDER  -  FIRST
 AA6958  ELLP ORDER  -  FOURTH    CLASS I
 AA6958
 AA6958.The horizontal coordinates were established by GPS observations
 AA6958.and adjusted by the National Geodetic Survey in July 1995..
 AA6958
 AA6958.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6958
 AA6958.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6958
 AA6958.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6958
 AA6958.The ellipsoidal height was determined by GPS observations
 AA6958.and is referenced to NAD 83.
 AA6958
 AA6958.The geoid height was determined by GEOID03.
 AA6958
 AA6958;                    North         East     Units Scale Factor Converg.
 AA6958;SPC AL W     -   292,147.458   552,819.744   MT  0.99996077   -0 16 16.2
 AA6958;UTM  16      - 3,611,167.769   405,933.943   MT  0.99970911   -0 32 27.0
 AA6958
 AA6958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6958!SPC AL W     -   0.99999772  x   0.99996077  =   0.99995849
 AA6958!UTM  16      -   0.99999772  x   0.99970911  =   0.99970683
 AA6958
 AA6958                          SUPERSEDED SURVEY CONTROL
 AA6958
 AA6958  ELLIP H (07/21/95)   14.57   (m)                       GP(       ) 3 2
 AA6958  NGVD 29 (07/21/95)   43.5    (m)          143.     (f) GPS OBS        
 AA6958
 AA6958.Superseded values are not recommended for survey control.
 AA6958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6958.See file dsdata.txt to determine how the superseded data were derived.
 AA6958
 AA6958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0593411168(NAD 83)
 AA6958_MARKER: DD = SURVEY DISK
 AA6958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6958_STAMPING: 32-10 1994
 AA6958_MARK LOGO: ALHD  
 AA6958_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6958+STABILITY: SURFACE MOTION
 AA6958_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6958+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6958
 AA6958  HISTORY     - Date     Condition        Report By
 AA6958  HISTORY     - 1994     MONUMENTED       ALHD
 AA6958
 AA6958                          STATION DESCRIPTION
 AA6958
 AA6958'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6958'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA6958'OF GREENE COUNTY ROAD NO. 69, ABOUT 7.15 MI (11.51 KM) WEST-SOUTHWEST
 AA6958'OF FORKLAND AND ABOUT 8.45 MI (13.60 KM) SOUTH-SOUTHEAST OF BOLIGEE.
 AA6958'TO REACH THE STATION FROM EXIT 32 ON I-20 AND I-59, DRIVE SOUTH AND
 AA6958'SOUTHEAST ON GREENE COUNTY ROAD NO. 20 FOR 2.95 MI (4.75 KM) TO U.S.
 AA6958'11 LEFT AND RIGHT (MILE POST 34.45 ON U.S. 11), CONTINUE SOUTHEAST ON
 AA6958'GREENE COUNTY ROAD NO. 20 FOR 2.35 MI (3.78 KM) TO GREENE COUNTY ROAD
 AA6958'NO. 72 ON THE RIGHT, TURN RIGHT ON GREENE COUNTY ROAD NO. 72 AND DRIVE
 AA6958'SOUTH FOR 6.80 MI (10.94 KM) TO A T-INTERSECTION WITH GREENE COUNTY
 AA6958'ROAD NO. 69 LEFT AND RIGHT, TURN RIGHT ON GREENE COUNTY ROAD NO. 69
 AA6958'AND DRIVE SOUTHWEST FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT.
 AA6958'THE STATION IS 3.1 FT (0.9 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE
 AA6958'FENCE ON RUSTY, RED TOP STEEL POSTS, 32.0 FT (9.8 M) NORTHWEST OF THE
 AA6958'CENTERLINE OF GREENE COUNTY ROAD NO. 69, 45.0 FT (13.7 M) NORTHEAST OF
 AA6958'THE NORTHEAST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 61.7
 AA6958'FT (18.8 M) NORTHEAST OF BURIED CABLE WARNING SIGN, 129.5 FT (39.5 M)
 AA6958'WEST-SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 3.0 FT (0.9 M)
 AA6958'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA6958'STATION 32-11 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6959 ***********************************************************************
 AA6959  DESIGNATION -  32 11
 AA6959  PID         -  AA6959
 AA6959  STATE/COUNTY-  AL/GREENE
 AA6959  USGS QUAD   -  FORKLAND (1979)
 AA6959
 AA6959                         *CURRENT SURVEY CONTROL
 AA6959  ___________________________________________________________________
 AA6959* NAD 83(1992)-  32 38 16.06422(N)    087 59 55.86632(W)     ADJUSTED  
 AA6959* NAVD 88     -        43.5    (meters)     143.     (feet)  VERTCON   
 AA6959  ___________________________________________________________________
 AA6959  X           -     187,736.372 (meters)                     COMP
 AA6959  Y           -  -5,372,979.046 (meters)                     COMP
 AA6959  Z           -   3,420,209.016 (meters)                     COMP
 AA6959  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AA6959  ELLIP HEIGHT-          14.44  (meters)          (07/29/02) GPS OBS
 AA6959  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AA6959
 AA6959  HORZ ORDER  -  FIRST
 AA6959  ELLP ORDER  -  FOURTH    CLASS I
 AA6959
 AA6959.The horizontal coordinates were established by GPS observations
 AA6959.and adjusted by the National Geodetic Survey in July 1995..
 AA6959
 AA6959.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6959.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6959
 AA6959.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6959
 AA6959.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6959
 AA6959.The ellipsoidal height was determined by GPS observations
 AA6959.and is referenced to NAD 83.
 AA6959
 AA6959.The geoid height was determined by GEOID03.
 AA6959
 AA6959;                    North         East     Units Scale Factor Converg.
 AA6959;SPC AL W     -   292,556.127   553,194.020   MT  0.99996034   -0 16 08.6
 AA6959;UTM  16      - 3,611,574.570   406,310.044   MT  0.99970824   -0 32 19.5
 AA6959
 AA6959!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6959!SPC AL W     -   0.99999773  x   0.99996034  =   0.99995807
 AA6959!UTM  16      -   0.99999773  x   0.99970824  =   0.99970597
 AA6959
 AA6959                          SUPERSEDED SURVEY CONTROL
 AA6959
 AA6959  ELLIP H (07/21/95)   14.50   (m)                       GP(       ) 3 2
 AA6959  NGVD 29 (07/21/95)   43.4    (m)          142.     (f) GPS OBS        
 AA6959
 AA6959.Superseded values are not recommended for survey control.
 AA6959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6959.See file dsdata.txt to determine how the superseded data were derived.
 AA6959
 AA6959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0631011575(NAD 83)
 AA6959_MARKER: DD = SURVEY DISK
 AA6959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6959_STAMPING: 32-11 1994
 AA6959_MARK LOGO: ALHD  
 AA6959_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6959+STABILITY: SURFACE MOTION
 AA6959_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6959+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6959
 AA6959  HISTORY     - Date     Condition        Report By
 AA6959  HISTORY     - 1994     MONUMENTED       ALHD
 AA6959
 AA6959                          STATION DESCRIPTION
 AA6959
 AA6959'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6959'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6959'GREENE COUNTY ROAD NO. 69, ABOUT 6.80 MI (10.94 KM) WEST-SOUTHWEST OF
 AA6959'FORKLAND AND ABOUT 8.25 MI (13.28 KM) SOUTH-SOUTHEAST OF BOLIGEE. TO
 AA6959'REACH THE STATION FROM EXIT 32 ON I-20 AND I-59, DRIVE SOUTH AND
 AA6959'SOUTHEAST ON GREENE COUNTY ROAD NO. 20 FOR 2.95 MI (4.75 KM) TO U.S.
 AA6959'11 LEFT AND RIGHT (MILE POST 34.45 ON U.S. 11), CONTINUE SOUTHEAST ON
 AA6959'GREENE COUNTY ROAD NO. 20 FOR 2.35 MI (3.78 KM) TO GREENE COUNTY ROAD
 AA6959'NO. 72 ON THE RIGHT, TURN RIGHT ON GREENE COUNTY ROAD NO. 72 AND DRIVE
 AA6959'SOUTH FOR 6.80 MI (10.94 KM) TO A T-INTERSECTION WITH GREENE COUNTY
 AA6959'ROAD NO. 69 LEFT AND RIGHT AND THE STATION ON THE LEFT IN THE
 AA6959'NORTHEAST QUADRANT OF THE INTERSECTION. THE STATION IS 25.7 FT (7.8 M)
 AA6959'NORTHEAST OF THE EAST LEG OF A WARNING SIGN, 36.7 FT (11.2 M)
 AA6959'EAST-SOUTHEAST OF A POWER SERVICE POLE, 37.5 FT (11.4 M)
 AA6959'WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 1, 38.1 FT (11.6 M)
 AA6959'WEST-NORTHWEST OF A JUNCTION AND TRANSFORMER POWER POLE, 48.5 FT (14.8
 AA6959'M) NORTHWEST OF A STOP SIGN, 61.0 FT (18.6 M) NORTH-NORTHWEST OF THE
 AA6959'CENTERLINE OF GREENE COUNTY ROAD NO. 69, 66.5 FT (20.3 M)
 AA6959'EAST-NORTHEAST OF THE CENTERLINE OF GREENE COUNTY ROAD NO. 72, 118.7
 AA6959'FT (36.2 M) EAST-SOUTHEAST OF TELEPHONE CABLE CABINET NO. P 88 ACROSS
 AA6959'GREENE COUNTY ROAD NO. 72, 120.7 FT (36.8 M) EAST-SOUTHEAST OF
 AA6959'TELEPHONE CABLE CABINET NO. SLC 01 ACROSS GREENE COUNTY ROAD NO. 72,
 AA6959'122.2 FT (37.2 M) EAST-SOUTHEAST OF TELEPHONE CABLE CABINET NO. SLC 96
 AA6959'SYS 2 ACROSS GREENE COUNTY ROAD NO. 72, 124.5 FT (37.9 M)
 AA6959'EAST-SOUTHEAST OF TELEPHONE CABLE CABINET NO. P 88 ACROSS GREENE
 AA6959'COUNTY ROAD NO. 72, 13.1 FT (4.0 M) SOUTHWEST OF A CARSONITE WITNESS
 AA6959'POST, AND SET FLUSH WITH THE GROUND. STATION 32-10 1994 MAY BE USED AS
 AA6959'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6960 ***********************************************************************
 AA6960  DESIGNATION -  32 12
 AA6960  PID         -  AA6960
 AA6960  STATE/COUNTY-  AL/GREENE
 AA6960  USGS QUAD   -  FORKLAND (1979)
 AA6960
 AA6960                         *CURRENT SURVEY CONTROL
 AA6960  ___________________________________________________________________
 AA6960* NAD 83(1992)-  32 42 38.71529(N)    087 57 58.79785(W)     ADJUSTED  
 AA6960* NAVD 88     -        53.1    (meters)     174.     (feet)  VERTCON   
 AA6960  ___________________________________________________________________
 AA6960  X           -     190,631.128 (meters)                     COMP
 AA6960  Y           -  -5,368,514.365 (meters)                     COMP
 AA6960  Z           -   3,427,024.830 (meters)                     COMP
 AA6960  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AA6960  ELLIP HEIGHT-          23.99  (meters)          (07/29/02) GPS OBS
 AA6960  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA6960
 AA6960  HORZ ORDER  -  FIRST
 AA6960  ELLP ORDER  -  FOURTH    CLASS I
 AA6960
 AA6960.The horizontal coordinates were established by GPS observations
 AA6960.and adjusted by the National Geodetic Survey in July 1995..
 AA6960
 AA6960.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6960
 AA6960.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6960
 AA6960.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6960
 AA6960.The ellipsoidal height was determined by GPS observations
 AA6960.and is referenced to NAD 83.
 AA6960
 AA6960.The geoid height was determined by GEOID03.
 AA6960
 AA6960;                    North         East     Units Scale Factor Converg.
 AA6960;SPC AL W     -   300,632.855   556,280.776   MT  0.99995689   -0 15 07.2
 AA6960;UTM  16      - 3,619,634.617   409,434.027   MT  0.99970114   -0 31 20.1
 AA6960
 AA6960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6960!SPC AL W     -   0.99999623  x   0.99995689  =   0.99995312
 AA6960!UTM  16      -   0.99999623  x   0.99970114  =   0.99969737
 AA6960
 AA6960                          SUPERSEDED SURVEY CONTROL
 AA6960
 AA6960  ELLIP H (07/21/95)   24.05   (m)                       GP(       ) 3 2
 AA6960  NGVD 29 (07/21/95)   53.0    (m)          174.     (f) GPS OBS        
 AA6960
 AA6960.Superseded values are not recommended for survey control.
 AA6960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6960.See file dsdata.txt to determine how the superseded data were derived.
 AA6960
 AA6960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0943419635(NAD 83)
 AA6960_MARKER: DD = SURVEY DISK
 AA6960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6960_STAMPING: 32-12 1994
 AA6960_MARK LOGO: ALHD  
 AA6960_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6960+STABILITY: SURFACE MOTION
 AA6960_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6960+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6960
 AA6960  HISTORY     - Date     Condition        Report By
 AA6960  HISTORY     - 1994     MONUMENTED       ALHD
 AA6960
 AA6960                          STATION DESCRIPTION
 AA6960
 AA6960'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6960'THE STATION IS LOCATED IN GREENE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA6960'OF GREENE COUNTY ROAD NO. 20, ABOUT 4.35 MI (7.00 KM) SOUTHEAST OF
 AA6960'BOLIGEE AND ABOUT 6.40 MI (10.30 KM) NORTHWEST OF FORKLAND. TO REACH
 AA6960'THE STATION FROM EXIT 32 ON I-20 AND I-59, DRIVE SOUTH AND SOUTHEAST
 AA6960'ON GREENE COUNTY ROAD NO. 20 FOR 2.95 MI (4.75 KM) TO U.S. 11 LEFT AND
 AA6960'RIGHT (MILE POST 34.45 ON U.S. 11), CONTINUE SOUTHEAST ON GREENE
 AA6960'COUNTY ROAD NO. 20 FOR 4.65 MI (7.48 KM) TO THE STATION ON THE RIGHT.
 AA6960'THE STATION IS 2.9 FT (0.9 M) NORTHEAST OF A SEVEN STRAND BARBED WIRE
 AA6960'FENCE ON RUSTY STEEL POSTS, 49.8 FT (15.2 M) SOUTHWEST OF THE
 AA6960'CENTERLINE OF GREENE COUNTY ROAD NO. 20, 110.0 FT (33.5 M) NORTHWEST
 AA6960'OF A POWER POLE, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST,
 AA6960'AND SET FLUSH WITH THE GROUND. STATION 32-13 1994 MAY BE USED AS AN
 AA6960'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6961 ***********************************************************************
 AA6961  DESIGNATION -  32 13
 AA6961  PID         -  AA6961
 AA6961  STATE/COUNTY-  AL/GREENE
 AA6961  USGS QUAD   -  FORKLAND (1979)
 AA6961
 AA6961                         *CURRENT SURVEY CONTROL
 AA6961  ___________________________________________________________________
 AA6961* NAD 83(1992)-  32 43 03.19685(N)    087 58 31.70120(W)     ADJUSTED  
 AA6961* NAVD 88     -        40.7    (meters)     134.     (feet)  VERTCON   
 AA6961  ___________________________________________________________________
 AA6961  X           -     189,759.975 (meters)                     COMP
 AA6961  Y           -  -5,368,126.988 (meters)                     COMP
 AA6961  Z           -   3,427,652.694 (meters)                     COMP
 AA6961  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 AA6961  ELLIP HEIGHT-          11.64  (meters)          (07/29/02) GPS OBS
 AA6961  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA6961
 AA6961  HORZ ORDER  -  FIRST
 AA6961  ELLP ORDER  -  FOURTH    CLASS I
 AA6961
 AA6961.The horizontal coordinates were established by GPS observations
 AA6961.and adjusted by the National Geodetic Survey in July 1995..
 AA6961
 AA6961.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6961.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6961
 AA6961.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6961
 AA6961.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6961
 AA6961.The ellipsoidal height was determined by GPS observations
 AA6961.and is referenced to NAD 83.
 AA6961
 AA6961.The geoid height was determined by GEOID03.
 AA6961
 AA6961;                    North         East     Units Scale Factor Converg.
 AA6961;SPC AL W     -   301,390.785   555,427.282   MT  0.99995782   -0 15 25.2
 AA6961;UTM  16      - 3,620,396.370   408,584.335   MT  0.99970304   -0 31 38.2
 AA6961
 AA6961!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6961!SPC AL W     -   0.99999817  x   0.99995782  =   0.99995599
 AA6961!UTM  16      -   0.99999817  x   0.99970304  =   0.99970121
 AA6961
 AA6961                          SUPERSEDED SURVEY CONTROL
 AA6961
 AA6961  ELLIP H (07/21/95)   11.70   (m)                       GP(       ) 3 2
 AA6961  NGVD 29 (07/21/95)   40.7    (m)          134.     (f) GPS OBS        
 AA6961
 AA6961.Superseded values are not recommended for survey control.
 AA6961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6961.See file dsdata.txt to determine how the superseded data were derived.
 AA6961
 AA6961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0858420396(NAD 83)
 AA6961_MARKER: DD = SURVEY DISK
 AA6961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6961_STAMPING: 32-13 1994
 AA6961_MARK LOGO: ALHD  
 AA6961_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6961+STABILITY: SURFACE MOTION
 AA6961_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6961+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6961
 AA6961  HISTORY     - Date     Condition        Report By
 AA6961  HISTORY     - 1994     MONUMENTED       ALHD
 AA6961
 AA6961                          STATION DESCRIPTION
 AA6961
 AA6961'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6961'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA6961'OF GREENE COUNTY ROAD NO. 20, ABOUT 3.65 MI (5.87 KM) SOUTHEAST OF
 AA6961'BOLIGEE AND ABOUT 7.10 MI (11.43 KM) NORTHWEST OF FORKLAND. TO REACH
 AA6961'THE STATION FROM EXIT 32 ON I-20 AND I-59, DRIVE SOUTH AND SOUTHEAST
 AA6961'ON GREENE COUNTY ROAD NO. 20 FOR 2.95 MI (4.75 KM) TO U.S. 11 LEFT AND
 AA6961'RIGHT (MILE POST 34.45 ON U.S. 11), CONTINUE SOUTHEAST ON GREENE
 AA6961'COUNTY ROAD NO. 20 FOR 3.95 MI (6.36 KM) TO THE STATION ON THE LEFT.
 AA6961'THE STATION IS 2.9 FT (0.9 M) SOUTHWEST OF A FOUR STRAND BARBED WIRE
 AA6961'FENCE ON RUSTY STEEL POSTS, 41.6 FT (12.7 M) NORTHEAST OF THE
 AA6961'CENTERLINE OF GREENE COUNTY ROAD NO. 20, 90.3 FT (27.5 M)
 AA6961'EAST-NORTHEAST OF A POWER POLE ACROSS THE ROAD, 3.0 FT (0.9 M)
 AA6961'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA6961'STATION 32-12 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6962 ***********************************************************************
 AA6962  DESIGNATION -  32 14
 AA6962  PID         -  AA6962
 AA6962  STATE/COUNTY-  AL/GREENE
 AA6962  USGS QUAD   -  EUTAW (1980)
 AA6962
 AA6962                         *CURRENT SURVEY CONTROL
 AA6962  ___________________________________________________________________
 AA6962* NAD 83(1992)-  32 46 52.84192(N)    087 58 43.86578(W)     ADJUSTED  
 AA6962* NAVD 88     -        57.9    (meters)     190.     (feet)  VERTCON   
 AA6962  ___________________________________________________________________
 AA6962  X           -     189,308.923 (meters)                     COMP
 AA6962  Y           -  -5,364,327.980 (meters)                     COMP
 AA6962  Z           -   3,433,611.832 (meters)                     COMP
 AA6962  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AA6962  ELLIP HEIGHT-          28.80  (meters)          (07/29/02) GPS OBS
 AA6962  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA6962
 AA6962  HORZ ORDER  -  FIRST
 AA6962  ELLP ORDER  -  FOURTH    CLASS I
 AA6962
 AA6962.The horizontal coordinates were established by GPS observations
 AA6962.and adjusted by the National Geodetic Survey in July 1995..
 AA6962
 AA6962.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6962.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6962
 AA6962.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6962
 AA6962.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6962
 AA6962.The ellipsoidal height was determined by GPS observations
 AA6962.and is referenced to NAD 83.
 AA6962
 AA6962.The geoid height was determined by GEOID03.
 AA6962
 AA6962;                    North         East     Units Scale Factor Converg.
 AA6962;SPC AL W     -   308,466.187   555,142.496   MT  0.99995814   -0 15 33.4
 AA6962;UTM  16      - 3,627,471.235   408,333.022   MT  0.99970361   -0 31 48.1
 AA6962
 AA6962!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6962!SPC AL W     -   0.99999548  x   0.99995814  =   0.99995362
 AA6962!UTM  16      -   0.99999548  x   0.99970361  =   0.99969909
 AA6962
 AA6962:                Primary Azimuth Mark                     Grid Az
 AA6962:SPC AL W     -  32 15                                    030 54 54.8
 AA6962:UTM  16      -  32 15                                    031 11 09.5
 AA6962
 AA6962|---------------------------------------------------------------------|
 AA6962| PID    Reference Object                     Distance      Geod. Az  |
 AA6962|                                                           dddmmss.s |
 AA6962| AA6963 32 15                               APPROX. 0.5 KM 0303921.4 |
 AA6962|---------------------------------------------------------------------|
 AA6962
 AA6962                          SUPERSEDED SURVEY CONTROL
 AA6962
 AA6962  ELLIP H (07/21/95)   28.86   (m)                       GP(       ) 3 2
 AA6962  NGVD 29 (07/21/95)   57.9    (m)          190.     (f) GPS OBS        
 AA6962
 AA6962.Superseded values are not recommended for survey control.
 AA6962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6962.See file dsdata.txt to determine how the superseded data were derived.
 AA6962
 AA6962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0833327471(NAD 83)
 AA6962_MARKER: DD = SURVEY DISK
 AA6962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6962_STAMPING: 32-14 1994
 AA6962_MARK LOGO: ALHD  
 AA6962_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6962+STABILITY: SURFACE MOTION
 AA6962_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6962+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6962
 AA6962  HISTORY     - Date     Condition        Report By
 AA6962  HISTORY     - 1994     MONUMENTED       ALHD
 AA6962
 AA6962                          STATION DESCRIPTION
 AA6962
 AA6962'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6962'THE STATION IS LOCATED IN GREENE COUNTY ON THE EAST RIGHT OF WAY OF
 AA6962'U.S. 11, ABOUT 2.75 MI (4.43 KM) NORTHEAST OF BOLIGEE AND ABOUT 6.65
 AA6962'MI (10.70 KM) SOUTHWEST OF EUTAW. TO REACH THE STATION FROM EXIT 32 ON
 AA6962'I-20 AND I-59, DRIVE SOUTH AND SOUTHEAST ON GREENE COUNTY ROAD NO. 20
 AA6962'FOR 2.95 MI (4.75 KM) TO U.S. 11 LEFT AND RIGHT (MILE POST 34.45 ON
 AA6962'U.S. 11), TURN LEFT ON U.S. 11 AND DRIVE NORTHEAST FOR 2.55 MI (4.10
 AA6962'KM) TO MILE POST 37.00 AND THE STATION ON THE RIGHT. THE STATION IS
 AA6962'3.0 FT (0.9 M) WEST-NORTHWEST OF A THREE STRAND ELECTRIC FENCE ON
 AA6962'FIBER GLASS POSTS, 12.4 FT (3.8 M) SOUTHWEST OF THE SOUTHWEST CROSS
 AA6962'TIE POST OF A PIPE AND HOG WIRE GATE, 21.0 FT (6.4 M) SOUTHWEST OF THE
 AA6962'CENTER OF A GRAVEL FIELD ROAD, 41.1 FT (12.5 M) SOUTHWEST OF A WHITE
 AA6962'CARSONITE TELEPHONE CABLE MARKER, 74.6 FT (22.7 M) SOUTHWEST OF A
 AA6962'BURIED CABLE WARNING SIGN, 96.2 FT (29.3 M) EAST-SOUTHEAST OF THE
 AA6962'CENTERLINE OF U.S. 11, 116.4 FT (35.5 M) SOUTH OF MILE POST 37, 3.2 FT
 AA6962'(1.0 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA6962'GROUND. STATION 32-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6963 ***********************************************************************
 AA6963  DESIGNATION -  32 15
 AA6963  PID         -  AA6963
 AA6963  STATE/COUNTY-  AL/GREENE
 AA6963  USGS QUAD   -  EUTAW (1980)
 AA6963
 AA6963                         *CURRENT SURVEY CONTROL
 AA6963  ___________________________________________________________________
 AA6963* NAD 83(1992)-  32 47 07.45326(N)    087 58 33.61319(W)     ADJUSTED  
 AA6963* NAVD 88     -        59.2    (meters)     194.     (feet)  VERTCON   
 AA6963  ___________________________________________________________________
 AA6963  X           -     189,566.992 (meters)                     COMP
 AA6963  Y           -  -5,364,076.061 (meters)                     COMP
 AA6963  Z           -   3,433,990.942 (meters)                     COMP
 AA6963  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 AA6963  ELLIP HEIGHT-          30.07  (meters)          (07/29/02) GPS OBS
 AA6963  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA6963
 AA6963  HORZ ORDER  -  FIRST
 AA6963  ELLP ORDER  -  FOURTH    CLASS I
 AA6963
 AA6963.The horizontal coordinates were established by GPS observations
 AA6963.and adjusted by the National Geodetic Survey in July 1995..
 AA6963
 AA6963.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6963.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6963
 AA6963.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6963
 AA6963.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6963
 AA6963.The ellipsoidal height was determined by GPS observations
 AA6963.and is referenced to NAD 83.
 AA6963
 AA6963.The geoid height was determined by GEOID03.
 AA6963
 AA6963;                    North         East     Units Scale Factor Converg.
 AA6963;SPC AL W     -   308,915.073   555,411.311   MT  0.99995784   -0 15 27.9
 AA6963;UTM  16      - 3,627,918.732   408,603.886   MT  0.99970300   -0 31 42.7
 AA6963
 AA6963!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6963!SPC AL W     -   0.99999528  x   0.99995784  =   0.99995312
 AA6963!UTM  16      -   0.99999528  x   0.99970300  =   0.99969828
 AA6963
 AA6963:                Primary Azimuth Mark                     Grid Az
 AA6963:SPC AL W     -  32 14                                    210 54 54.9
 AA6963:UTM  16      -  32 14                                    211 11 09.7
 AA6963
 AA6963|---------------------------------------------------------------------|
 AA6963| PID    Reference Object                     Distance      Geod. Az  |
 AA6963|                                                           dddmmss.s |
 AA6963| AA6962 32 14                               APPROX. 0.5 KM 2103927.0 |
 AA6963|---------------------------------------------------------------------|
 AA6963
 AA6963                          SUPERSEDED SURVEY CONTROL
 AA6963
 AA6963  ELLIP H (07/21/95)   30.13   (m)                       GP(       ) 3 2
 AA6963  NGVD 29 (07/21/95)   59.1    (m)          194.     (f) GPS OBS        
 AA6963
 AA6963.Superseded values are not recommended for survey control.
 AA6963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6963.See file dsdata.txt to determine how the superseded data were derived.
 AA6963
 AA6963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0860427919(NAD 83)
 AA6963_MARKER: DD = SURVEY DISK
 AA6963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6963_STAMPING: 32-15 1994
 AA6963_MARK LOGO: ALHD  
 AA6963_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6963+STABILITY: SURFACE MOTION
 AA6963_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6963+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6963
 AA6963  HISTORY     - Date     Condition        Report By
 AA6963  HISTORY     - 1994     MONUMENTED       ALHD
 AA6963
 AA6963                          STATION DESCRIPTION
 AA6963
 AA6963'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6963'THE STATION IS LOCATED IN GREENE COUNTY ON THE EAST RIGHT OF WAY OF
 AA6963'U.S. 11, ABOUT 3.10 MI (4.99 KM) NORTHEAST OF BOLIGEE AND ABOUT 6.30
 AA6963'MI (10.14 KM) SOUTHWEST OF EUTAW. TO REACH THE STATION FROM EXIT 32 ON
 AA6963'I-20 AND I-59, DRIVE SOUTH AND SOUTHEAST ON GREENE COUNTY ROAD NO. 20
 AA6963'FOR 2.95 MI (4.75 KM) TO U.S. 11 LEFT AND RIGHT (MILE POST 34.45 ON
 AA6963'U.S. 11), TURN LEFT ON U.S. 11 AND DRIVE NORTHEAST FOR 2.85 MI (4.59
 AA6963'KM) TO MILE POST 37.30 AND THE STATION ON THE RIGHT. THE STATION IS
 AA6963'10.0 FT (3.0 M) WEST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED
 AA6963'WIRE ON TREATED WOOD POSTS, 13.7 FT (4.2 M) SOUTH OF TELEPHONE CABLE
 AA6963'PEDESTAL NO. SS, 15.7 FT (4.8 M) NORTH OF TELEPHONE CABLE PEDESTAL NO.
 AA6963'SS, 18.4 FT (5.6 M) SOUTH OF THE SOUTH ONE OF FOUR PETROLEUM PIPELINE
 AA6963'WARNING SIGNS, 23.5 FT (7.2 M) NORTH OF A FOURTEEN-INCH FENCE CORNER
 AA6963'POST, 34.3 FT (10.5 M) SOUTH OF PETROLEUM PIPELINE MARKER NO. 248,
 AA6963'59.0 FT (18.0 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 133.0 FT
 AA6963'(40.5 M) EAST OF THE CENTERLINE OF U.S. 11, 9.8 FT (3.0 M) WEST OF A
 AA6963'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 32-14
 AA6963'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6964 ***********************************************************************
 AA6964  DESIGNATION -  32 16
 AA6964  PID         -  AA6964
 AA6964  STATE/COUNTY-  AL/GREENE
 AA6964  USGS QUAD   -  EUTAW (1980)
 AA6964
 AA6964                         *CURRENT SURVEY CONTROL
 AA6964  ___________________________________________________________________
 AA6964* NAD 83(1992)-  32 47 49.27139(N)    087 53 52.98382(W)     ADJUSTED  
 AA6964* NAVD 88     -        44.3    (meters)     145.     (feet)  VERTCON   
 AA6964  ___________________________________________________________________
 AA6964  X           -     196,838.749 (meters)                     COMP
 AA6964  Y           -  -5,363,103.443 (meters)                     COMP
 AA6964  Z           -   3,435,065.829 (meters)                     COMP
 AA6964  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AA6964  ELLIP HEIGHT-          15.16  (meters)          (07/29/02) GPS OBS
 AA6964  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AA6964
 AA6964  HORZ ORDER  -  FIRST
 AA6964  ELLP ORDER  -  FOURTH    CLASS I
 AA6964
 AA6964.The horizontal coordinates were established by GPS observations
 AA6964.and adjusted by the National Geodetic Survey in July 1995..
 AA6964
 AA6964.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6964.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6964
 AA6964.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6964
 AA6964.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6964
 AA6964.The ellipsoidal height was determined by GPS observations
 AA6964.and is referenced to NAD 83.
 AA6964
 AA6964.The geoid height was determined by GEOID03.
 AA6964
 AA6964;                    North         East     Units Scale Factor Converg.
 AA6964;SPC AL W     -   310,173.079   562,718.265   MT  0.99995047   -0 12 56.2
 AA6964;UTM  16      - 3,629,141.869   415,914.810   MT  0.99968718   -0 29 11.3
 AA6964
 AA6964!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6964!SPC AL W     -   0.99999762  x   0.99995047  =   0.99994809
 AA6964!UTM  16      -   0.99999762  x   0.99968718  =   0.99968480
 AA6964
 AA6964                          SUPERSEDED SURVEY CONTROL
 AA6964
 AA6964  ELLIP H (07/21/95)   15.22   (m)                       GP(       ) 3 2
 AA6964  NGVD 29 (07/21/95)   44.3    (m)          145.     (f) GPS OBS        
 AA6964
 AA6964.Superseded values are not recommended for survey control.
 AA6964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6964.See file dsdata.txt to determine how the superseded data were derived.
 AA6964
 AA6964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1591529142(NAD 83)
 AA6964_MARKER: DD = SURVEY DISK
 AA6964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6964_STAMPING: 32-16 1994
 AA6964_MARK LOGO: ALHD  
 AA6964_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6964+STABILITY: SURFACE MOTION
 AA6964_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6964+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6964
 AA6964  HISTORY     - Date     Condition        Report By
 AA6964  HISTORY     - 1994     MONUMENTED       ALHD
 AA6964
 AA6964                          STATION DESCRIPTION
 AA6964
 AA6964'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6964'THE STATION IS LOCATED IN GREENE COUNTY ON THE EAST RIGHT OF WAY OF
 AA6964'U.S. 43, ABOUT 3.10 MI (4.99 KM) SOUTH OF EUTAW AND ABOUT 7.40 MI
 AA6964'(11.91 KM) EAST-NORTHEAST OF BOLIGEE. TO REACH THE STATION FROM THE
 AA6964'JUNCTION OF U.S. 43 SOUTH AND ALA 14 EAST (MILE POST 165.60 ON U.S. 43
 AA6964'AND MILE POST 46.65 ON ALA 14) IN EUTAW, DRIVE SOUTHWEST ON U.S. 43
 AA6964'FOR 2.90 MI (4.67 KM) TO MILE POST 162.70 AND THE STATION ON THE LEFT.
 AA6964'THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND
 AA6964'OF BARBED WIRE ON RUSTY STEEL POSTS, 35.3 FT (10.8 M) SOUTH-SOUTHWEST
 AA6964'OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 58.0
 AA6964'FT (17.7 M) EAST OF THE CENTERLINE OF U.S. 43, 91.8 FT (28.0 M) NORTH
 AA6964'OF THE NORTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 121.2
 AA6964'FT (36.9 M) NORTH OF ANGLE POWER POLE NO. W 2553 WITH TWO GUY WIRES,
 AA6964'126.4 FT (38.5 M) EAST-NORTHEAST OF A POWER POLE ACROSS THE ROAD, 3.0
 AA6964'FT (0.9 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA6964'WITH THE GROUND. STATION 32-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6964'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6965 ***********************************************************************
 AA6965  DESIGNATION -  32 17
 AA6965  PID         -  AA6965
 AA6965  STATE/COUNTY-  AL/GREENE
 AA6965  USGS QUAD   -  EUTAW (1980)
 AA6965
 AA6965                         *CURRENT SURVEY CONTROL
 AA6965  ___________________________________________________________________
 AA6965* NAD 83(1992)-  32 48 20.18180(N)    087 53 36.50138(W)     ADJUSTED  
 AA6965* NAVD 88     -        48.9    (meters)     160.     (feet)  VERTCON   
 AA6965  ___________________________________________________________________
 AA6965  X           -     197,248.489 (meters)                     COMP
 AA6965  Y           -  -5,362,576.013 (meters)                     COMP
 AA6965  Z           -   3,435,868.683 (meters)                     COMP
 AA6965  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AA6965  ELLIP HEIGHT-          19.70  (meters)          (07/29/02) GPS OBS
 AA6965  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 AA6965
 AA6965  HORZ ORDER  -  FIRST
 AA6965  ELLP ORDER  -  FOURTH    CLASS I
 AA6965
 AA6965.The horizontal coordinates were established by GPS observations
 AA6965.and adjusted by the National Geodetic Survey in July 1995..
 AA6965
 AA6965.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6965
 AA6965.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6965
 AA6965.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6965
 AA6965.The ellipsoidal height was determined by GPS observations
 AA6965.and is referenced to NAD 83.
 AA6965
 AA6965.The geoid height was determined by GEOID03.
 AA6965
 AA6965;                    North         East     Units Scale Factor Converg.
 AA6965;SPC AL W     -   311,123.641   563,150.632   MT  0.99995007   -0 12 47.5
 AA6965;UTM  16      - 3,630,090.126   416,351.551   MT  0.99968628   -0 29 02.8
 AA6965
 AA6965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6965!SPC AL W     -   0.99999691  x   0.99995007  =   0.99994698
 AA6965!UTM  16      -   0.99999691  x   0.99968628  =   0.99968319
 AA6965
 AA6965                          SUPERSEDED SURVEY CONTROL
 AA6965
 AA6965  ELLIP H (07/21/95)   19.76   (m)                       GP(       ) 3 2
 AA6965  NGVD 29 (07/21/95)   48.8    (m)          160.     (f) GPS OBS        
 AA6965
 AA6965.Superseded values are not recommended for survey control.
 AA6965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6965.See file dsdata.txt to determine how the superseded data were derived.
 AA6965
 AA6965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1635230090(NAD 83)
 AA6965_MARKER: DD = SURVEY DISK
 AA6965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6965_STAMPING: 32-17 1994
 AA6965_MARK LOGO: ALHD  
 AA6965_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6965+STABILITY: SURFACE MOTION
 AA6965_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6965+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6965
 AA6965  HISTORY     - Date     Condition        Report By
 AA6965  HISTORY     - 1994     MONUMENTED       ALHD
 AA6965
 AA6965                          STATION DESCRIPTION
 AA6965
 AA6965'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6965'THE STATION IS LOCATED IN GREENE COUNTY ON THE EAST RIGHT OF WAY OF
 AA6965'U.S. 43, ABOUT 2.60 MI (4.18 KM) SOUTH OF EUTAW AND ABOUT 7.95 MI
 AA6965'(12.79 KM) EAST-NORTHEAST OF BOLIGEE. TO REACH THE STATION FROM THE
 AA6965'JUNCTION OF U.S. 43 SOUTH AND ALA 14 EAST (MILE POST 165.60 ON U.S. 43
 AA6965'AND MILE POST 46.65 ON ALA 14) IN EUTAW, DRIVE SOUTHWEST ON U.S. 43
 AA6965'FOR 2.20 MI (3.54 KM) TO MILE POST 163.40 AND THE STATION ON THE LEFT.
 AA6965'THE STATION IS 3.1 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH FOUR
 AA6965'STRANDS OF BARBED WIRE ON STEEL AND WOOD POSTS, 35.5 FT (10.8 M) NORTH
 AA6965'OF CONCRETE RIGHT OF WAY MARKER P O T 1156, 58.5 FT (17.8 M) EAST OF
 AA6965'THE CENTERLINE OF U.S. 43, 86.2 FT (26.3 M) NORTH OF A POWER POLE,
 AA6965'100.5 FT (30.6 M) SOUTH-SOUTHWEST OF A TRANSFORMER POWER POLE, 102.2
 AA6965'FT (31.2 M) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE,
 AA6965'128.0 FT (39.0 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA6965'3.0 FT (0.9 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA6965'FLUSH WITH THE GROUND. STATION 32-16 1994 MAY BE USED AS AN AZIMUTH
 AA6965'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6966 ***********************************************************************
 AA6966  DESIGNATION -  32 18
 AA6966  PID         -  AA6966
 AA6966  STATE/COUNTY-  AL/GREENE
 AA6966  USGS QUAD   -  BOLIGEE (1987)
 AA6966
 AA6966                         *CURRENT SURVEY CONTROL
 AA6966  ___________________________________________________________________
 AA6966* NAD 83(1992)-  32 45 36.99372(N)    088 04 08.91578(W)     ADJUSTED  
 AA6966* NAVD 88     -        36.4    (meters)     119.     (feet)  VERTCON   
 AA6966  ___________________________________________________________________
 AA6966  X           -     180,897.124 (meters)                     COMP
 AA6966  Y           -  -5,365,865.663 (meters)                     COMP
 AA6966  Z           -   3,431,635.558 (meters)                     COMP
 AA6966  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA6966  ELLIP HEIGHT-           7.38  (meters)          (07/29/02) GPS OBS
 AA6966  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA6966
 AA6966  HORZ ORDER  -  FIRST
 AA6966  ELLP ORDER  -  FOURTH    CLASS I
 AA6966
 AA6966.The horizontal coordinates were established by GPS observations
 AA6966.and adjusted by the National Geodetic Survey in July 1995..
 AA6966
 AA6966.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6966.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6966
 AA6966.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6966
 AA6966.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6966
 AA6966.The ellipsoidal height was determined by GPS observations
 AA6966.and is referenced to NAD 83.
 AA6966
 AA6966.The geoid height was determined by GEOID03.
 AA6966
 AA6966;                    North         East     Units Scale Factor Converg.
 AA6966;SPC AL W     -   306,171.625   546,671.551   MT  0.99996839   -0 18 28.7
 AA6966;UTM  16      - 3,625,217.280   399,853.448   MT  0.99972367   -0 34 42.9
 AA6966
 AA6966!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6966!SPC AL W     -   0.99999884  x   0.99996839  =   0.99996723
 AA6966!UTM  16      -   0.99999884  x   0.99972367  =   0.99972251
 AA6966
 AA6966:                Primary Azimuth Mark                     Grid Az
 AA6966:SPC AL W     -  32 19                                    103 22 31.1
 AA6966:UTM  16      -  32 19                                    103 38 45.3
 AA6966
 AA6966|---------------------------------------------------------------------|
 AA6966| PID    Reference Object                     Distance      Geod. Az  |
 AA6966|                                                           dddmmss.s |
 AA6966| AA6967 32 19                               485.426 METERS 1030402.4 |
 AA6966|---------------------------------------------------------------------|
 AA6966
 AA6966                          SUPERSEDED SURVEY CONTROL
 AA6966
 AA6966  ELLIP H (07/21/95)    7.44   (m)                       GP(       ) 3 2
 AA6966  NGVD 29 (07/21/95)   36.4    (m)          119.     (f) GPS OBS        
 AA6966
 AA6966.Superseded values are not recommended for survey control.
 AA6966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6966.See file dsdata.txt to determine how the superseded data were derived.
 AA6966
 AA6966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9985325217(NAD 83)
 AA6966_MARKER: DD = SURVEY DISK
 AA6966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6966_STAMPING: 32-18 1994
 AA6966_MARK LOGO: ALHD  
 AA6966_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6966+STABILITY: SURFACE MOTION
 AA6966_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6966+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 AA6966
 AA6966  HISTORY     - Date     Condition        Report By
 AA6966  HISTORY     - 1994     MONUMENTED       ALHD
 AA6966  HISTORY     - 19980713 GOOD             JCLS
 AA6966
 AA6966                          STATION DESCRIPTION
 AA6966
 AA6966'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6966'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA6966'GRAVEL ROAD, ABOUT 2.95 MI (4.75 KM) WEST OF BOLIGEE AND ABOUT 13.20
 AA6966'MI (21.24 KM) NORTHWEST OF FORKLAND. TO REACH THE STATION FROM EXIT 32
 AA6966'ON I-20 AND I-59, DRIVE SOUTH AND SOUTHEAST ON GREENE COUNTY ROAD NO.
 AA6966'20 FOR 2.95 MI (4.75 KM) TO U.S. 11 LEFT AND RIGHT (MILE POST 34.45 ON
 AA6966'U.S. 11), TURN RIGHT ON U.S. 11 AND DRIVE SOUTHWEST FOR 3.45 MI (5.55
 AA6966'KM) TO MILE POST 31.00 AND GREENE COUNTY ROAD NO. 76 LEFT AND RIGHT,
 AA6966'TURN RIGHT ON GREENE COUNTY ROAD NO. 76 AND DRIVE NORTHWEST, NORTH,
 AA6966'AND NORTHEAST FOR 4.10 MI (6.60 KM) TO A Y-INTERSECTION WITH A GRAVEL
 AA6966'ROAD LEFT AND GREENE COUNTY ROAD NO. 76 RIGHT, BEAR LEFT ON THE GRAVEL
 AA6966'ROAD AND DRIVE NORTH AND WEST FOR 1.75 MI (2.82 KM) TO THE STATION ON
 AA6966'THE RIGHT. THE STATION IS 21.0 FT (6.4 M) SOUTH OF THE CENTER OF A
 AA6966'FIELD ROAD, 24.8 FT (7.6 M) NORTH OF THE CENTER OF A PARTLY PAVED
 AA6966'GRAVEL ROAD, 63.0 FT (19.2 M) SOUTH OF THE SOUTH EDGE OF A POND, 99.5
 AA6966'FT (30.3 M) WEST-SOUTHWEST OF A POWER POLE, APPROXIMATELY 500 FT
 AA6966'(152.4 M) EAST OF THE NORTHEAST CORNER OF AN OVERPASS OVER I-20 AND
 AA6966'I-59, 2.3 FT (0.7 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND
 AA6966'SET FLUSH WITH THE GROUND. STATION 32-19 1994 MAY BE USED AS AN
 AA6966'AZIMUTH FOR THIS STATION.
 AA6966
 AA6966                          STATION RECOVERY (1998)
 AA6966
 AA6966'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA6966'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6967 ***********************************************************************
 AA6967  DESIGNATION -  32 19
 AA6967  PID         -  AA6967
 AA6967  STATE/COUNTY-  AL/GREENE
 AA6967  USGS QUAD   -  BOLIGEE (1987)
 AA6967
 AA6967                         *CURRENT SURVEY CONTROL
 AA6967  ___________________________________________________________________
 AA6967* NAD 83(1992)-  32 45 33.43060(N)    088 03 50.74962(W)     ADJUSTED  
 AA6967* NAVD 88     -        34.2    (meters)     112.     (feet)  VERTCON   
 AA6967  ___________________________________________________________________
 AA6967  X           -     181,371.650 (meters)                     COMP
 AA6967  Y           -  -5,365,907.222 (meters)                     COMP
 AA6967  Z           -   3,431,542.062 (meters)                     COMP
 AA6967  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA6967  ELLIP HEIGHT-           5.18  (meters)          (07/29/02) GPS OBS
 AA6967  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA6967
 AA6967  HORZ ORDER  -  FIRST
 AA6967  ELLP ORDER  -  FOURTH    CLASS I
 AA6967
 AA6967.The horizontal coordinates were established by GPS observations
 AA6967.and adjusted by the National Geodetic Survey in July 1995..
 AA6967
 AA6967.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6967.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6967
 AA6967.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6967
 AA6967.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6967
 AA6967.The ellipsoidal height was determined by GPS observations
 AA6967.and is referenced to NAD 83.
 AA6967
 AA6967.The geoid height was determined by GEOID03.
 AA6967
 AA6967;                    North         East     Units Scale Factor Converg.
 AA6967;SPC AL W     -   306,059.336   547,143.795   MT  0.99996777   -0 18 18.9
 AA6967;UTM  16      - 3,625,102.790   400,325.041   MT  0.99972250   -0 34 33.0
 AA6967
 AA6967!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6967!SPC AL W     -   0.99999919  x   0.99996777  =   0.99996696
 AA6967!UTM  16      -   0.99999919  x   0.99972250  =   0.99972169
 AA6967
 AA6967:                Primary Azimuth Mark                     Grid Az
 AA6967:SPC AL W     -  32 18                                    283 22 31.1
 AA6967:UTM  16      -  32 18                                    283 38 45.2
 AA6967
 AA6967|---------------------------------------------------------------------|
 AA6967| PID    Reference Object                     Distance      Geod. Az  |
 AA6967|                                                           dddmmss.s |
 AA6967| AA6966 32 18                               485.426 METERS 2830412.2 |
 AA6967|---------------------------------------------------------------------|
 AA6967
 AA6967                          SUPERSEDED SURVEY CONTROL
 AA6967
 AA6967  ELLIP H (07/21/95)    5.24   (m)                       GP(       ) 3 2
 AA6967  NGVD 29 (07/21/95)   34.2    (m)          112.     (f) GPS OBS        
 AA6967
 AA6967.Superseded values are not recommended for survey control.
 AA6967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6967.See file dsdata.txt to determine how the superseded data were derived.
 AA6967
 AA6967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0032525103(NAD 83)
 AA6967_MARKER: DD = SURVEY DISK
 AA6967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6967_STAMPING: 32-19 1994
 AA6967_MARK LOGO: ALHD  
 AA6967_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6967+STABILITY: SURFACE MOTION
 AA6967_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6967+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6967
 AA6967  HISTORY     - Date     Condition        Report By
 AA6967  HISTORY     - 1994     MONUMENTED       ALHD
 AA6967
 AA6967                          STATION DESCRIPTION
 AA6967
 AA6967'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6967'THE STATION IS LOCATED IN GREENE COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA6967'GRAVEL ROAD, ABOUT 2.70 MI (4.35 KM) WEST OF BOLIGEE AND ABOUT 12.90
 AA6967'MI (20.76 KM) NORTHWEST OF FORKLAND. TO REACH THE STATION FROM EXIT 32
 AA6967'ON I-20 AND I-59, DRIVE SOUTH AND SOUTHEAST ON GREENE COUNTY ROAD NO.
 AA6967'20 FOR 2.95 MI (4.75 KM) TO U.S. 11 LEFT AND RIGHT (MILE POST 34.45 ON
 AA6967'U.S. 11), TURN RIGHT ON U.S. 11 AND DRIVE SOUTHWEST FOR 3.45 MI (5.55
 AA6967'KM) TO MILE POST 31.00 AND GREENE COUNTY ROAD NO. 76 LEFT AND RIGHT,
 AA6967'TURN RIGHT ON GREENE COUNTY ROAD NO. 76 AND DRIVE NORTHWEST, NORTH,
 AA6967'AND NORTHEAST FOR 4.10 MI (6.60 KM) TO A Y-INTERSECTION WITH A GRAVEL
 AA6967'ROAD LEFT AND GREENE COUNTY ROAD NO. 76 RIGHT, BEAR LEFT ON THE GRAVEL
 AA6967'ROAD AND DRIVE NORTH AND WEST FOR 1.45 MI (2.33 KM) TO THE STATION ON
 AA6967'THE LEFT. THE STATION IS 2.2 FT (0.7 M) NORTH OF A ONE STRAND BARBED
 AA6967'WIRE FENCE ON STEEL POSTS, 6.4 FT (2.0 M) WEST OF A CEDAR POST, 18.0
 AA6967'FT (5.5 M) SOUTH OF THE CENTER OF THE GRAVEL ROAD, 24.1 FT (7.3 M)
 AA6967'EAST-NORTHEAST OF THE EAST METAL POST OF A CHAIN AND CABLE GATE, 31.0
 AA6967'FT (9.4 M) EAST OF THE CENTER OF A FIELD ROAD, 2.4 FT (0.7 M) NORTH OF
 AA6967'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 32-18
 AA6967'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3215 ***********************************************************************
 CN3215  DESIGNATION -  32 2
 CN3215  PID         -  CN3215
 CN3215  STATE/COUNTY-  AL/GREENE
 CN3215  USGS QUAD   -  MASON BEND (1986)
 CN3215
 CN3215                         *CURRENT SURVEY CONTROL
 CN3215  ___________________________________________________________________
 CN3215* NAD 83(1992)-  32 39 44.82987(N)    087 51 51.46065(W)     ADJUSTED  
 CN3215* NAVD 88     -        48.4    (meters)     159.     (feet)  VERTCON   
 CN3215  ___________________________________________________________________
 CN3215  X           -     200,299.273 (meters)                     COMP
 CN3215  Y           -  -5,371,053.243 (meters)                     COMP
 CN3215  Z           -   3,422,514.010 (meters)                     COMP
 CN3215  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 CN3215  ELLIP HEIGHT-          19.35  (meters)          (07/29/02) GPS OBS
 CN3215  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CN3215
 CN3215  HORZ ORDER  -  FIRST
 CN3215  ELLP ORDER  -  FOURTH    CLASS I
 CN3215
 CN3215.The horizontal coordinates were established by GPS observations
 CN3215.and adjusted by the National Geodetic Survey in December 1992..
 CN3215
 CN3215.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3215.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3215
 CN3215.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3215
 CN3215.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3215
 CN3215.The ellipsoidal height was determined by GPS observations
 CN3215.and is referenced to NAD 83.
 CN3215
 CN3215.The geoid height was determined by GEOID03.
 CN3215
 CN3215;                    North         East     Units Scale Factor Converg.
 CN3215;SPC AL W     -   295,239.110   565,828.635   MT  0.99994773   -0 11 47.8
 CN3215;UTM  16      - 3,614,197.351   418,953.870   MT  0.99968099   -0 27 59.3
 CN3215
 CN3215!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3215!SPC AL W     -   0.99999696  x   0.99994773  =   0.99994469
 CN3215!UTM  16      -   0.99999696  x   0.99968099  =   0.99967795
 CN3215
 CN3215:                Primary Azimuth Mark                     Grid Az
 CN3215:SPC AL W     -  32 1                                     237 28 56.7
 CN3215:UTM  16      -  32 1                                     237 45 08.2
 CN3215
 CN3215|---------------------------------------------------------------------|
 CN3215| PID    Reference Object                     Distance      Geod. Az  |
 CN3215|                                                           dddmmss.s |
 CN3215| CN3214 32 1                                471.786 METERS 2371708.9 |
 CN3215|---------------------------------------------------------------------|
 CN3215
 CN3215                          SUPERSEDED SURVEY CONTROL
 CN3215
 CN3215  ELLIP H (12/04/92)   19.41   (m)                       GP(       ) 4 1
 CN3215  NAD 83(1986)-  32 39 44.83698(N)    087 51 51.46607(W) AD(       ) 1
 CN3215  NGVD 29 (12/04/92)   48.4    (m)          159.     (f) GPS OBS        
 CN3215
 CN3215.Superseded values are not recommended for survey control.
 CN3215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3215.See file dsdata.txt to determine how the superseded data were derived.
 CN3215
 CN3215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1895414197(NAD 83)
 CN3215_MARKER: DD = SURVEY DISK
 CN3215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3215_SP_SET: CONCRETE POST
 CN3215_STAMPING: 32-2 1991
 CN3215_MARK LOGO: ALHD  
 CN3215_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3215+STABILITY: SURFACE MOTION
 CN3215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3215+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3215
 CN3215  HISTORY     - Date     Condition        Report By
 CN3215  HISTORY     - 1991     MONUMENTED       ALHD
 CN3215
 CN3215                          STATION DESCRIPTION
 CN3215
 CN3215'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3215'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTHWEST RIGHT OF WAY
 CN3215'OF THE LLOYD CHAPEL ROAD (GREENE COUNTY ROAD NO. 42) IN THE NORTHEAST
 CN3215'CORNER OF FORKLAND.
 CN3215'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND LLOYD CHAPEL
 CN3215'ROAD (MILE POST 152.05 ON U. S. 43) IN FORKLAND, DRIVE NORTHEAST ON
 CN3215'LLOYD CHAPEL ROAD 2.09 KM (1.30 MI) TO THE STATION ON THE LEFT.
 CN3215'THE STATION IS 0.91 M (2.99 FT) SOUTHEAST OF A FOUR STRAND BARBED WIRE
 CN3215'FENCE ON STEEL POSTS, 12.34 M (40.49 FT) NORTHWEST OF THE CENTER OF
 CN3215'LLOYD CHAPEL ROAD (GREENE COUNTY ROAD NO. 42), 28.65 M (94.00 FT)
 CN3215'NORTH OF TELEPHONE CABLE PEDESTAL ,NO. 165 E15 ACROSS LLOYD CHAPEL
 CN3215'ROAD, AND 31.82 M (104.40 FT) NORTHEAST OF A FENCE JUNCTION AND 2.5
 CN3215'FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 CN3215'STATION 32-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6968 ***********************************************************************
 AA6968  DESIGNATION -  32 20
 AA6968  PID         -  AA6968
 AA6968  STATE/COUNTY-  AL/GREENE
 AA6968  USGS QUAD   -  DEMOPOLIS (1979)
 AA6968
 AA6968                         *CURRENT SURVEY CONTROL
 AA6968  ___________________________________________________________________
 AA6968* NAD 83(1992)-  32 37 22.38245(N)    087 49 37.52132(W)     ADJUSTED  
 AA6968* NAVD 88     -        45.1    (meters)     148.     (feet)  VERTCON   
 AA6968  ___________________________________________________________________
 AA6968  X           -     203,876.592 (meters)                     COMP
 AA6968  Y           -  -5,373,284.436 (meters)                     COMP
 AA6968  Z           -   3,418,817.175 (meters)                     COMP
 AA6968  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AA6968  ELLIP HEIGHT-          15.97  (meters)          (07/29/02) GPS OBS
 AA6968  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AA6968
 AA6968  HORZ ORDER  -  FIRST
 AA6968  ELLP ORDER  -  FOURTH    CLASS I
 AA6968
 AA6968.The horizontal coordinates were established by GPS observations
 AA6968.and adjusted by the National Geodetic Survey in July 1995..
 AA6968
 AA6968.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6968.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6968
 AA6968.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6968
 AA6968.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6968
 AA6968.The ellipsoidal height was determined by GPS observations
 AA6968.and is referenced to NAD 83.
 AA6968
 AA6968.The geoid height was determined by GEOID03.
 AA6968
 AA6968;                    North         East     Units Scale Factor Converg.
 AA6968;SPC AL W     -   290,839.911   569,305.058   MT  0.99994495   -0 10 34.8
 AA6968;UTM  16      - 3,609,783.022   422,408.617   MT  0.99967424   -0 26 45.3
 AA6968
 AA6968!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6968!SPC AL W     -   0.99999749  x   0.99994495  =   0.99994244
 AA6968!UTM  16      -   0.99999749  x   0.99967424  =   0.99967173
 AA6968
 AA6968:                Primary Azimuth Mark                     Grid Az
 AA6968:SPC AL W     -  32 21                                    007 25 53.2
 AA6968:UTM  16      -  32 21                                    007 42 03.7
 AA6968
 AA6968|---------------------------------------------------------------------|
 AA6968| PID    Reference Object                     Distance      Geod. Az  |
 AA6968|                                                           dddmmss.s |
 AA6968| AA6969 32 21                               439.121 METERS 0071518.4 |
 AA6968|---------------------------------------------------------------------|
 AA6968
 AA6968                          SUPERSEDED SURVEY CONTROL
 AA6968
 AA6968  ELLIP H (07/21/95)   16.03   (m)                       GP(       ) 3 2
 AA6968  NGVD 29 (07/21/95)   45.1    (m)          148.     (f) GPS OBS        
 AA6968
 AA6968.Superseded values are not recommended for survey control.
 AA6968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6968.See file dsdata.txt to determine how the superseded data were derived.
 AA6968
 AA6968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2240909783(NAD 83)
 AA6968_MARKER: DD = SURVEY DISK
 AA6968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6968_STAMPING: 32-20 1994
 AA6968_MARK LOGO: ALHD  
 AA6968_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6968+STABILITY: SURFACE MOTION
 AA6968_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6968+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6968
 AA6968  HISTORY     - Date     Condition        Report By
 AA6968  HISTORY     - 1994     MONUMENTED       ALHD
 AA6968
 AA6968                          STATION DESCRIPTION
 AA6968
 AA6968'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6968'THE STATION IS LOCATED IN GREENE COUNTY ON THE EAST RIGHT OF WAY OF
 AA6968'GREENE COUNTY ROAD NO. 41, ABOUT 3.75 MI (6.03 KM) SOUTHEAST OF
 AA6968'FORKLAND AND ABOUT 8.20 MI (13.20 KM) NORTH OF DEMOPOLIS. TO REACH THE
 AA6968'STATION FROM THE JUNCTION OF U.S. 43 SOUTH AND ALA 14 EAST (MILE POST
 AA6968'165.60 ON U.S. 43 AND MILE POST 46.65 ON ALA 14), IN EUTAW, DRIVE
 AA6968'SOUTHWEST, SOUTH, AND SOUTHEAST ON U.S. 43 FOR 17.60 MI (28.32 KM) TO
 AA6968'MILE POST 148.00 AND GREENE COUNTY ROAD NO. 18 ON THE LEFT, TURN LEFT
 AA6968'ON GREENE COUNTY ROAD NO. 18 AND DRIVE EAST FOR 0.25 MI (0.40 KM) TO A
 AA6968'PAVED CROSS ROAD WITH GREENE COUNTY ROAD NO. 41 LEFT AND RIGHT, TURN
 AA6968'LEFT ON GREENE COUNTY ROAD NO. 41 AND DRIVE NORTH FOR 0.70 MI (1.13
 AA6968'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST OF
 AA6968'A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 35.5 FT (10.8 M)
 AA6968'EAST OF THE CENTERLINE OF GREENE COUNTY ROAD NO. 41, 100.0 FT (30.5 M)
 AA6968'NORTHEAST OF THE NORTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE
 AA6968'LINE ACROSS THE ROAD, 140.7 FT (42.9 M) NORTHEAST OF A POWER POLE
 AA6968'ACROSS THE ROAD, 147.0 FT (44.8 M) NORTH-NORTHEAST OF THE EAST END OF
 AA6968'A TWENTY FOUR-INCH CORREGATED METAL PIPE UNDER GREENE COUNTY ROAD NO.
 AA6968'41, 3.0 FT (0.9 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA6968'FLUSH WITH THE GROUND. STATION 32-21 1994 MAY BE USED AS AN AZIMUTH
 AA6968'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6969 ***********************************************************************
 AA6969  DESIGNATION -  32 21
 AA6969  PID         -  AA6969
 AA6969  STATE/COUNTY-  AL/GREENE
 AA6969  USGS QUAD   -  MASON BEND (1986)
 AA6969
 AA6969                         *CURRENT SURVEY CONTROL
 AA6969  ___________________________________________________________________
 AA6969* NAD 83(1992)-  32 37 36.52321(N)    087 49 35.39398(W)     ADJUSTED  
 AA6969* NAVD 88     -        45.8    (meters)     150.     (feet)  VERTCON   
 AA6969  ___________________________________________________________________
 AA6969  X           -     203,923.126 (meters)                     COMP
 AA6969  Y           -  -5,373,048.257 (meters)                     COMP
 AA6969  Z           -   3,419,184.439 (meters)                     COMP
 AA6969  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AA6969  ELLIP HEIGHT-          16.69  (meters)          (07/29/02) GPS OBS
 AA6969  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AA6969
 AA6969  HORZ ORDER  -  FIRST
 AA6969  ELLP ORDER  -  FOURTH    CLASS I
 AA6969
 AA6969.The horizontal coordinates were established by GPS observations
 AA6969.and adjusted by the National Geodetic Survey in July 1995..
 AA6969
 AA6969.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6969.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6969
 AA6969.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6969
 AA6969.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6969
 AA6969.The ellipsoidal height was determined by GPS observations
 AA6969.and is referenced to NAD 83.
 AA6969
 AA6969.The geoid height was determined by GEOID03.
 AA6969
 AA6969;                    North         East     Units Scale Factor Converg.
 AA6969;SPC AL W     -   291,275.320   569,361.850   MT  0.99994490   -0 10 33.7
 AA6969;UTM  16      - 3,610,218.041   422,467.441   MT  0.99967412   -0 26 44.3
 AA6969
 AA6969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6969!SPC AL W     -   0.99999738  x   0.99994490  =   0.99994228
 AA6969!UTM  16      -   0.99999738  x   0.99967412  =   0.99967150
 AA6969
 AA6969:                Primary Azimuth Mark                     Grid Az
 AA6969:SPC AL W     -  32 20                                    187 25 53.2
 AA6969:UTM  16      -  32 20                                    187 42 03.8
 AA6969
 AA6969|---------------------------------------------------------------------|
 AA6969| PID    Reference Object                     Distance      Geod. Az  |
 AA6969|                                                           dddmmss.s |
 AA6969| AA6968 32 20                               439.121 METERS 1871519.5 |
 AA6969|---------------------------------------------------------------------|
 AA6969
 AA6969                          SUPERSEDED SURVEY CONTROL
 AA6969
 AA6969  ELLIP H (07/21/95)   16.74   (m)                       GP(       ) 3 2
 AA6969  NGVD 29 (07/21/95)   45.8    (m)          150.     (f) GPS OBS        
 AA6969
 AA6969.Superseded values are not recommended for survey control.
 AA6969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6969.See file dsdata.txt to determine how the superseded data were derived.
 AA6969
 AA6969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2246710218(NAD 83)
 AA6969_MARKER: DD = SURVEY DISK
 AA6969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6969_STAMPING: 32-21 1994
 AA6969_MARK LOGO: ALHD  
 AA6969_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6969+STABILITY: SURFACE MOTION
 AA6969_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6969+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6969
 AA6969  HISTORY     - Date     Condition        Report By
 AA6969  HISTORY     - 1994     MONUMENTED       ALHD
 AA6969
 AA6969                          STATION DESCRIPTION
 AA6969
 AA6969'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6969'THE STATION IS LOCATED IN GREENE COUNTY ON THE WEST RIGHT OF WAY OF
 AA6969'GREENE COUNTY ROAD NO. 41, ABOUT 3.55 MI (5.71 KM) SOUTHEAST OF
 AA6969'FORKLAND AND ABOUT 8.50 MI (13.68 KM) NORTH OF DEMOPOLIS. TO REACH THE
 AA6969'STATION FROM THE JUNCTION OF U.S. 43 SOUTH AND ALA 14 EAST (MILE POST
 AA6969'165.60 ON U.S. 43 AND MILE POST 46.65 ON ALA 14), IN EUTAW, DRIVE
 AA6969'SOUTHWEST, SOUTH, AND SOUTHEAST ON U.S. 43 FOR 17.60 MI (28.32 KM) TO
 AA6969'MILE POST 148.00 AND GREENE COUNTY ROAD NO. 18 ON THE LEFT, TURN LEFT
 AA6969'ON GREENE COUNTY ROAD NO. 18 AND DRIVE EAST FOR 0.25 MI (0.40 KM) TO A
 AA6969'PAVED CROSS ROAD WITH GREENE COUNTY ROAD NO. 41 LEFT AND RIGHT, TURN
 AA6969'LEFT ON GREENE COUNTY ROAD NO. 41 AND DRIVE NORTH FOR 0.95 MI (1.53
 AA6969'KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) EAST OF
 AA6969'A FOUR STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 35.2
 AA6969'FT (10.7 M) WEST OF THE CENTERLINE OF GREENE COUNTY ROAD NO. 41, 49.3
 AA6969'FT (15.0 M) NORTH OF THE NORTH ONE OF TWO CONNECTED WOOD POSTS IN THE
 AA6969'FENCE LINE, 70.4 FT (21.5 M) WEST OF THE NORTH ONE OF TWO CONNECTED
 AA6969'WOOD POSTS IN THE FENCE LINE ACROSS THE ROAD, 3.0 FT (0.9 M)
 AA6969'EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA6969'GROUND. STATION 32-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6970 ***********************************************************************
 AA6970  DESIGNATION -  32 22
 AA6970  PID         -  AA6970
 AA6970  STATE/COUNTY-  AL/GREENE
 AA6970  USGS QUAD   -  WEST GREENE (1970)
 AA6970
 AA6970                         *CURRENT SURVEY CONTROL
 AA6970  ___________________________________________________________________
 AA6970* NAD 83(1992)-  32 55 24.96344(N)    088 05 48.99852(W)     ADJUSTED  
 AA6970* NAVD 88     -        50.6    (meters)     166.     (feet)  VERTCON   
 AA6970  ___________________________________________________________________
 AA6970  X           -     177,967.689 (meters)                     COMP
 AA6970  Y           -  -5,356,146.973 (meters)                     COMP
 AA6970  Z           -   3,446,861.255 (meters)                     COMP
 AA6970  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AA6970  ELLIP HEIGHT-          21.52  (meters)          (07/29/02) GPS OBS
 AA6970  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA6970
 AA6970  HORZ ORDER  -  FIRST
 AA6970  ELLP ORDER  -  FOURTH    CLASS I
 AA6970
 AA6970.The horizontal coordinates were established by GPS observations
 AA6970.and adjusted by the National Geodetic Survey in July 1995..
 AA6970
 AA6970.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6970.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6970
 AA6970.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6970
 AA6970.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6970
 AA6970.The ellipsoidal height was determined by GPS observations
 AA6970.and is referenced to NAD 83.
 AA6970
 AA6970.The geoid height was determined by GEOID03.
 AA6970
 AA6970;                    North         East     Units Scale Factor Converg.
 AA6970;SPC AL W     -   324,298.174   544,168.937   MT  0.99997175   -0 19 28.1
 AA6970;UTM  16      - 3,643,351.056   397,437.251   MT  0.99972970   -0 35 46.5
 AA6970
 AA6970!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6970!SPC AL W     -   0.99999662  x   0.99997175  =   0.99996837
 AA6970!UTM  16      -   0.99999662  x   0.99972970  =   0.99972632
 AA6970
 AA6970:                Primary Azimuth Mark                     Grid Az
 AA6970:SPC AL W     -  32 23                                    090 50 24.7
 AA6970:UTM  16      -  32 23                                    091 06 43.1
 AA6970
 AA6970|---------------------------------------------------------------------|
 AA6970| PID    Reference Object                     Distance      Geod. Az  |
 AA6970|                                                           dddmmss.s |
 AA6970| AA6971 32 23                               APPROX. 0.5 KM 0903056.6 |
 AA6970|---------------------------------------------------------------------|
 AA6970
 AA6970                          SUPERSEDED SURVEY CONTROL
 AA6970
 AA6970  ELLIP H (07/21/95)   21.59   (m)                       GP(       ) 3 2
 AA6970  NGVD 29 (07/21/95)   50.6    (m)          166.     (f) GPS OBS        
 AA6970
 AA6970.Superseded values are not recommended for survey control.
 AA6970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6970.See file dsdata.txt to determine how the superseded data were derived.
 AA6970
 AA6970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9743743351(NAD 83)
 AA6970_MARKER: DD = SURVEY DISK
 AA6970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6970_STAMPING: 32-22 1994
 AA6970_MARK LOGO: ALHD  
 AA6970_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6970+STABILITY: SURFACE MOTION
 AA6970_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6970+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6970
 AA6970  HISTORY     - Date     Condition        Report By
 AA6970  HISTORY     - 1994     MONUMENTED       ALHD
 AA6970
 AA6970                          STATION DESCRIPTION
 AA6970
 AA6970'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6970'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6970'GREENE COUNTY ROAD NO. 117, ABOUT 0.25 MI (0.40 KM) WEST OF WEST
 AA6970'GREENE AND ABOUT 6.20 MI (9.98 KM) SOUTH OF PLEASANT RIDGE. TO REACH
 AA6970'THE STATION FROM EXIT 40 ON I-20 AND I-59 (MILE POST 43.05 ON ALA 14),
 AA6970'DRIVE NORTHWEST ON ALA 14 FOR 5.20 MI (8.37 KM) TO MILE POST 37.85 AND
 AA6970'AN INTERSECTION WITH ALA 14 ON THE RIGHT AND ALA 39 AHEAD (MILE POST
 AA6970'23.20 ON ALA 39), CONTINUE WEST ON ALA 39 FOR 0.35 MI (0.56 KM) TO
 AA6970'MILE POST 22.85 AND GREENE COUNTY ROAD NO. 117 ON THE RIGHT, BEAR
 AA6970'RIGHT ON GREEN COUNTY ROAD NO. 117 AND DRIVE WEST FOR 5.95 MI (9.58
 AA6970'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) SOUTH
 AA6970'OF A THREE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 32.5 FT
 AA6970'(9.9 M) NORTH OF THE CENTER OF GREENE COUNTY ROAD NO. 117, 64.0 FT
 AA6970'(19.5 M) EAST OF A POWER POLE, 173.0 FT (52.7 M) EAST OF A TWELVE-INCH
 AA6970'WOOD POST AT THE SOUTHWEST CORNER OF THE FENCE, 186.0 FT (56.7 M) EAST
 AA6970'OF THE CENTER OF A GRAVEL DRIVEWAY, 3.3 FT (1.0 M) SOUTH OF A
 AA6970'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 32-23
 AA6970'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6971 ***********************************************************************
 AA6971  DESIGNATION -  32 23
 AA6971  PID         -  AA6971
 AA6971  STATE/COUNTY-  AL/GREENE
 AA6971  USGS QUAD   -  WEST GREENE (1970)
 AA6971
 AA6971                         *CURRENT SURVEY CONTROL
 AA6971  ___________________________________________________________________
 AA6971* NAD 83(1992)-  32 55 24.80906(N)    088 05 28.72275(W)     ADJUSTED  
 AA6971* NAVD 88     -        51.8    (meters)     170.     (feet)  VERTCON   
 AA6971  ___________________________________________________________________
 AA6971  X           -     178,494.315 (meters)                     COMP
 AA6971  Y           -  -5,356,133.035 (meters)                     COMP
 AA6971  Z           -   3,446,857.910 (meters)                     COMP
 AA6971  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA6971  ELLIP HEIGHT-          22.71  (meters)          (07/29/02) GPS OBS
 AA6971  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA6971
 AA6971  HORZ ORDER  -  FIRST
 AA6971  ELLP ORDER  -  FOURTH    CLASS I
 AA6971
 AA6971.The horizontal coordinates were established by GPS observations
 AA6971.and adjusted by the National Geodetic Survey in July 1995..
 AA6971
 AA6971.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6971.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6971
 AA6971.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6971
 AA6971.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6971
 AA6971.The ellipsoidal height was determined by GPS observations
 AA6971.and is referenced to NAD 83.
 AA6971
 AA6971.The geoid height was determined by GEOID03.
 AA6971
 AA6971;                    North         East     Units Scale Factor Converg.
 AA6971;SPC AL W     -   324,290.449   544,695.684   MT  0.99997103   -0 19 17.0
 AA6971;UTM  16      - 3,643,340.835   397,963.827   MT  0.99972837   -0 35 35.5
 AA6971
 AA6971!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6971!SPC AL W     -   0.99999643  x   0.99997103  =   0.99996746
 AA6971!UTM  16      -   0.99999643  x   0.99972837  =   0.99972481
 AA6971
 AA6971:                Primary Azimuth Mark                     Grid Az
 AA6971:SPC AL W     -  32 22                                    270 50 24.6
 AA6971:UTM  16      -  32 22                                    271 06 43.1
 AA6971
 AA6971|---------------------------------------------------------------------|
 AA6971| PID    Reference Object                     Distance      Geod. Az  |
 AA6971|                                                           dddmmss.s |
 AA6971| AA6970 32 22                               APPROX. 0.5 KM 2703107.6 |
 AA6971|---------------------------------------------------------------------|
 AA6971
 AA6971                          SUPERSEDED SURVEY CONTROL
 AA6971
 AA6971  ELLIP H (07/21/95)   22.78   (m)                       GP(       ) 3 2
 AA6971  NGVD 29 (07/21/95)   51.8    (m)          170.     (f) GPS OBS        
 AA6971
 AA6971.Superseded values are not recommended for survey control.
 AA6971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6971.See file dsdata.txt to determine how the superseded data were derived.
 AA6971
 AA6971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9796443341(NAD 83)
 AA6971_MARKER: DD = SURVEY DISK
 AA6971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6971_STAMPING: 32-23 1994
 AA6971_MARK LOGO: ALHD  
 AA6971_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6971+STABILITY: SURFACE MOTION
 AA6971_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6971+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6971
 AA6971  HISTORY     - Date     Condition        Report By
 AA6971  HISTORY     - 1994     MONUMENTED       ALHD
 AA6971
 AA6971                          STATION DESCRIPTION
 AA6971
 AA6971'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6971'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6971'GREENE COUNTY ROAD NO. 117, ABOUT 0.60 MI (0.97 KM) WEST OF WEST
 AA6971'GREENE AND ABOUT 6.20 MI (9.98 KM) SOUTH OF PLEASANT RIDGE. TO REACH
 AA6971'THE STATION FROM EXIT 40 ON I-20 AND I-59 (MILE POST 43.05 ON ALA 14),
 AA6971'DRIVE NORTHWEST ON ALA 14 FOR 5.20 MI (8.37 KM) TO MILE POST 37.85 AND
 AA6971'AN INTERSECTION WITH ALA 14 ON THE RIGHT AND ALA 39 AHEAD (MILE POST
 AA6971'23.20 ON ALA 39), CONTINUE WEST ON ALA 39 FOR 0.35 MI (0.56 KM) TO
 AA6971'MILE POST 22.85 AND GREENE COUNTY ROAD NO. 117 ON THE RIGHT, BEAR
 AA6971'RIGHT ON GREEN COUNTY ROAD NO. 117 AND DRIVE WEST FOR 5.60 MI (9.01
 AA6971'KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED ACROSS GREENE
 AA6971'COUNTY ROAD NO. 117 FROM A PAVED PARKING AREA FOR AN ABANDONED WHITE
 AA6971'CONCRETE BLOCK STORE BUILDING, 5.0 FT (1.5 M) SOUTH OF A HOG WIRE
 AA6971'FENCE WITH TWO STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 31.5 FT (9.6
 AA6971'M) NORTH OF THE CENTER OF GREENE COUNTY ROAD NO. 117, 75.0 FT (22.9 M)
 AA6971'EAST OF TELEPHONE CABLE PEDESTAL NO. 59 W 38, 76.1 FT (23.2 M) EAST OF
 AA6971'A JUNCTION AND TRANSFORMER POWER POLE, 85.4 FT (26.0 M) NORTHEAST OF A
 AA6971'POWER SERVICE POLE ACROSS THE ROAD, 111.6 FT (34.0 M) NORTH-NORTHWEST
 AA6971'OF THE NORTHWEST CORNER OF A WHITE CONCRETE BLOCK STORE BUILDING, 5.0
 AA6971'FT (1.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA6971'GROUND. STATION 32-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6972 ***********************************************************************
 AA6972  DESIGNATION -  32 24
 AA6972  PID         -  AA6972
 AA6972  STATE/COUNTY-  AL/GREENE
 AA6972  USGS QUAD   -  UNION (1980)
 AA6972
 AA6972                         *CURRENT SURVEY CONTROL
 AA6972  ___________________________________________________________________
 AA6972* NAD 83(1992)-  32 52 43.14131(N)    087 58 24.55585(W)     ADJUSTED  
 AA6972* NAVD 88     -        61.0    (meters)     200.     (feet)  VERTCON   
 AA6972  ___________________________________________________________________
 AA6972  X           -     189,604.321 (meters)                     COMP
 AA6972  Y           -  -5,358,465.939 (meters)                     COMP
 AA6972  Z           -   3,442,681.278 (meters)                     COMP
 AA6972  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA6972  ELLIP HEIGHT-          31.85  (meters)          (07/29/02) GPS OBS
 AA6972  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA6972
 AA6972  HORZ ORDER  -  FIRST
 AA6972  ELLP ORDER  -  FOURTH    CLASS I
 AA6972
 AA6972.The horizontal coordinates were established by GPS observations
 AA6972.and adjusted by the National Geodetic Survey in July 1995..
 AA6972
 AA6972.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6972
 AA6972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6972
 AA6972.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6972
 AA6972.The ellipsoidal height was determined by GPS observations
 AA6972.and is referenced to NAD 83.
 AA6972
 AA6972.The geoid height was determined by GEOID03.
 AA6972
 AA6972;                    North         East     Units Scale Factor Converg.
 AA6972;SPC AL W     -   319,254.667   555,693.320   MT  0.99995753   -0 15 25.4
 AA6972;UTM  16      - 3,638,254.239   408,934.734   MT  0.99970225   -0 31 42.6
 AA6972
 AA6972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6972!SPC AL W     -   0.99999500  x   0.99995753  =   0.99995253
 AA6972!UTM  16      -   0.99999500  x   0.99970225  =   0.99969725
 AA6972
 AA6972:                Primary Azimuth Mark                     Grid Az
 AA6972:SPC AL W     -  32 25                                    324 55 41.2
 AA6972:UTM  16      -  32 25                                    325 11 58.4
 AA6972
 AA6972|---------------------------------------------------------------------|
 AA6972| PID    Reference Object                     Distance      Geod. Az  |
 AA6972|                                                           dddmmss.s |
 AA6972| AA6973 32 25                               APPROX. 0.5 KM 3244015.8 |
 AA6972|---------------------------------------------------------------------|
 AA6972
 AA6972                          SUPERSEDED SURVEY CONTROL
 AA6972
 AA6972  ELLIP H (07/21/95)   31.91   (m)                       GP(       ) 3 2
 AA6972  NGVD 29 (07/21/95)   60.9    (m)          200.     (f) GPS OBS        
 AA6972
 AA6972.Superseded values are not recommended for survey control.
 AA6972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6972.See file dsdata.txt to determine how the superseded data were derived.
 AA6972
 AA6972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0893538254(NAD 83)
 AA6972_MARKER: DD = SURVEY DISK
 AA6972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6972_STAMPING: 32-24 1994
 AA6972_MARK LOGO: ALHD  
 AA6972_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6972+STABILITY: SURFACE MOTION
 AA6972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6972+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6972
 AA6972  HISTORY     - Date     Condition        Report By
 AA6972  HISTORY     - 1994     MONUMENTED       ALHD
 AA6972
 AA6972                          STATION DESCRIPTION
 AA6972
 AA6972'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6972'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA6972'OF GREENE COUNTY ROAD NO. 174, ABOUT 5.60 MI (9.01 KM) NORTHWEST OF
 AA6972'EUTAW AND ABOUT 8.70 MI (14.00 KM) NORTHEAST OF BOLIGEE. TO REACH THE
 AA6972'STATION FROM EXIT 40 ON I-20 AND I-59 (MILE POST 43.05 ON ALA 14),
 AA6972'DRIVE NORTHWEST ON ALA 14 FOR 4.55 MI (7.32 KM) TO MILE POST 38.50 AND
 AA6972'GREENE COUNTY ROAD NO. 174 ON THE LEFT, TURN LEFT ON GREENE COUNTY
 AA6972'ROAD NO. 174 AND DRIVE SOUTH FOR 2.30 MI (3.70 KM) TO THE STATION ON
 AA6972'THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A HOG WIRE FENCE
 AA6972'WITH TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 40.0 FT (12.2
 AA6972'M) NORTHEAST OF THE CENTER OF GREENE COUNTY ROAD NO. 174, 103.0 FT
 AA6972'(31.4 M) SOUTH-SOUTHEAST OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS
 AA6972'IN THE FENCE LINE, 121.2 FT (36.9 M) NORTH OF A BURIED CABLE WARNING
 AA6972'SIGN ACROSS THE ROAD, 153.2 FT (46.7 M) NORTH OF A FENCE JUNCTION
 AA6972'ACROSS THE ROAD, 158.5 FT (48.3 M) NORTHWEST OF A FENCE JUNCTION, 3.2
 AA6972'FT (1.0 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA6972'THE GROUND. STATION 32-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6972'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6973 ***********************************************************************
 AA6973  DESIGNATION -  32 25
 AA6973  PID         -  AA6973
 AA6973  STATE/COUNTY-  AL/GREENE
 AA6973  USGS QUAD   -  UNION (1980)
 AA6973
 AA6973                         *CURRENT SURVEY CONTROL
 AA6973  ___________________________________________________________________
 AA6973* NAD 83(1992)-  32 52 57.10808(N)    087 58 36.28849(W)     ADJUSTED  
 AA6973* NAVD 88     -        57.4    (meters)     188.     (feet)  VERTCON   
 AA6973  ___________________________________________________________________
 AA6973  X           -     189,291.169 (meters)                     COMP
 AA6973  Y           -  -5,358,240.236 (meters)                     COMP
 AA6973  Z           -   3,443,040.651 (meters)                     COMP
 AA6973  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA6973  ELLIP HEIGHT-          28.23  (meters)          (07/29/02) GPS OBS
 AA6973  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA6973
 AA6973  HORZ ORDER  -  FIRST
 AA6973  ELLP ORDER  -  FOURTH    CLASS I
 AA6973
 AA6973.The horizontal coordinates were established by GPS observations
 AA6973.and adjusted by the National Geodetic Survey in July 1995..
 AA6973
 AA6973.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6973.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6973
 AA6973.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6973
 AA6973.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6973
 AA6973.The ellipsoidal height was determined by GPS observations
 AA6973.and is referenced to NAD 83.
 AA6973
 AA6973.The geoid height was determined by GEOID03.
 AA6973
 AA6973;                    North         East     Units Scale Factor Converg.
 AA6973;SPC AL W     -   319,686.281   555,390.293   MT  0.99995786   -0 15 31.8
 AA6973;UTM  16      - 3,638,687.173   408,633.832   MT  0.99970293   -0 31 49.2
 AA6973
 AA6973!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6973!SPC AL W     -   0.99999557  x   0.99995786  =   0.99995343
 AA6973!UTM  16      -   0.99999557  x   0.99970293  =   0.99969850
 AA6973
 AA6973:                Primary Azimuth Mark                     Grid Az
 AA6973:SPC AL W     -  32 24                                    144 55 41.2
 AA6973:UTM  16      -  32 24                                    145 11 58.6
 AA6973
 AA6973|---------------------------------------------------------------------|
 AA6973| PID    Reference Object                     Distance      Geod. Az  |
 AA6973|                                                           dddmmss.s |
 AA6973| AA6972 32 24                               APPROX. 0.5 KM 1444009.4 |
 AA6973|---------------------------------------------------------------------|
 AA6973
 AA6973                          SUPERSEDED SURVEY CONTROL
 AA6973
 AA6973  ELLIP H (07/21/95)   28.29   (m)                       GP(       ) 3 2
 AA6973  NGVD 29 (07/21/95)   57.3    (m)          188.     (f) GPS OBS        
 AA6973
 AA6973.Superseded values are not recommended for survey control.
 AA6973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6973.See file dsdata.txt to determine how the superseded data were derived.
 AA6973
 AA6973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0863438687(NAD 83)
 AA6973_MARKER: DD = SURVEY DISK
 AA6973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6973_STAMPING: 32-25 1994
 AA6973_MARK LOGO: ALHD  
 AA6973_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6973+STABILITY: SURFACE MOTION
 AA6973_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6973+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6973
 AA6973  HISTORY     - Date     Condition        Report By
 AA6973  HISTORY     - 1994     MONUMENTED       ALHD
 AA6973
 AA6973                          STATION DESCRIPTION
 AA6973
 AA6973'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6973'THE STATION IS LOCATED IN GREENE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA6973'OF GREENE COUNTY ROAD NO. 174, ABOUT 5.90 MI (9.49 KM) NORTHWEST OF
 AA6973'EUTAW AND ABOUT 8.80 MI (14.16 KM) NORTHEAST OF BOLIGEE. TO REACH THE
 AA6973'STATION FROM EXIT 40 ON I-20 AND I-59 (MILE POST 43.05 ON ALA 14),
 AA6973'DRIVE NORTHWEST ON ALA 14 FOR 4.55 MI (7.32 KM) TO MILE POST 38.50 AND
 AA6973'GREENE COUNTY ROAD NO. 174 ON THE LEFT, TURN LEFT ON GREENE COUNTY
 AA6973'ROAD NO. 174 AND DRIVE SOUTH FOR 1.95 MI (3.14 KM) TO THE STATION ON
 AA6973'THE RIGHT. THE STATION IS 2.4 FT (0.7 M) NORTHEAST OF A SIX STRAND
 AA6973'BARBED WIRE FENCE ON OLD WOOD POSTS, 40.0 FT (12.2 M) SOUTHWEST OF THE
 AA6973'CENTER OF GREENE COUNTY ROAD NO. 174, 95.7 FT (29.2 M) NORTHWEST OF
 AA6973'TRANSFORMER POWER POLE NO. 5530, 95.9 FT (29.2 M) NORTHWEST OF
 AA6973'TELEPHONE CABLE PEDESTAL NO. P 17, 133.8 FT (40.8 M) WEST OF A
 AA6973'SECURITY LIGHT POLE ACROSS THE ROAD, 2.9 FT (0.9 M) NORTHEAST OF A
 AA6973'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 32-24
 AA6973'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6974 ***********************************************************************
 AA6974  DESIGNATION -  32 26
 AA6974  PID         -  AA6974
 AA6974  STATE/COUNTY-  AL/GREENE
 AA6974  USGS QUAD   -  UNION (1980)
 AA6974
 AA6974                         *CURRENT SURVEY CONTROL
 AA6974  ___________________________________________________________________
 AA6974* NAD 83(1992)-  32 58 06.54360(N)    087 54 52.57101(W)     ADJUSTED  
 AA6974* NAVD 88     -        74.3    (meters)     244.     (feet)  VERTCON   
 AA6974  ___________________________________________________________________
 AA6974  X           -     194,914.644 (meters)                     COMP
 AA6974  Y           -  -5,352,867.993 (meters)                     COMP
 AA6974  Z           -   3,451,051.383 (meters)                     COMP
 AA6974  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA6974  ELLIP HEIGHT-          45.21  (meters)          (07/29/02) GPS OBS
 AA6974  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA6974
 AA6974  HORZ ORDER  -  FIRST
 AA6974  ELLP ORDER  -  FOURTH    CLASS I
 AA6974
 AA6974.The horizontal coordinates were established by GPS observations
 AA6974.and adjusted by the National Geodetic Survey in July 1995..
 AA6974
 AA6974.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6974
 AA6974.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6974
 AA6974.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6974
 AA6974.The ellipsoidal height was determined by GPS observations
 AA6974.and is referenced to NAD 83.
 AA6974
 AA6974.The geoid height was determined by GEOID03.
 AA6974
 AA6974;                    North         East     Units Scale Factor Converg.
 AA6974;SPC AL W     -   329,193.793   561,242.687   MT  0.99995185   -0 13 32.2
 AA6974;UTM  16      - 3,648,164.366   414,529.739   MT  0.99969007   -0 29 51.9
 AA6974
 AA6974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6974!SPC AL W     -   0.99999290  x   0.99995185  =   0.99994475
 AA6974!UTM  16      -   0.99999290  x   0.99969007  =   0.99968297
 AA6974
 AA6974                          SUPERSEDED SURVEY CONTROL
 AA6974
 AA6974  ELLIP H (07/21/95)   45.28   (m)                       GP(       ) 3 2
 AA6974  NGVD 29 (07/21/95)   74.3    (m)          244.     (f) GPS OBS        
 AA6974
 AA6974.Superseded values are not recommended for survey control.
 AA6974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6974.See file dsdata.txt to determine how the superseded data were derived.
 AA6974
 AA6974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1453048164(NAD 83)
 AA6974_MARKER: DD = SURVEY DISK
 AA6974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6974_STAMPING: 32-26 1994
 AA6974_MARK LOGO: ALHD  
 AA6974_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6974+STABILITY: SURFACE MOTION
 AA6974_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6974+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6974
 AA6974  HISTORY     - Date     Condition        Report By
 AA6974  HISTORY     - 1994     MONUMENTED       ALHD
 AA6974
 AA6974                          STATION DESCRIPTION
 AA6974
 AA6974'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6974'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6974'GREENE COUNTY ROAD NO. 202, ABOUT 1.25 MI (2.01 KM) SOUTH OF UNION AND
 AA6974'ABOUT 7.35 MI (11.83 KM) WEST-SOUTHWEST OF KNOXVILLE. TO REACH THE
 AA6974'STATION FROM EXIT 45 ON I-20 AND I-59, DRIVE NORTHWEST ON GREENE
 AA6974'COUNTY ROAD NO. 208 FOR 4.25 MI (6.84 KM) TO GREENE COUNTY ROAD NO.
 AA6974'202 ON THE LEFT, TURN LEFT ON GREENE COUNTY ROAD NO. 202 AND DRIVE
 AA6974'WEST FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA6974'35.7 FT (10.9 M) NORTH OF THE CENTER OF GREENE COUNTY ROAD NO. 202,
 AA6974'68.8 FT (21.0 M) NORTH-NORTHEAST OF A POWER POLE ACROSS THE ROAD,
 AA6974'125.3 FT (38.2 M) EAST-NORTHEAST OF A FENCE CORNER, 195.5 FT (59.6 M)
 AA6974'NORTH OF TELEPHONE CABLE PEDESTAL NO. 51 W 8 ACROSS THE ROAD, 2.4 FT
 AA6974'(0.7 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA6974'GROUND. STATION 32-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6975 ***********************************************************************
 AA6975  DESIGNATION -  32 27
 AA6975  PID         -  AA6975
 AA6975  STATE/COUNTY-  AL/GREENE
 AA6975  USGS QUAD   -  UNION (1980)
 AA6975
 AA6975                         *CURRENT SURVEY CONTROL
 AA6975  ___________________________________________________________________
 AA6975* NAD 83(1992)-  32 58 05.45050(N)    087 54 23.25439(W)     ADJUSTED  
 AA6975* NAVD 88     -        73.8    (meters)     242.     (feet)  VERTCON   
 AA6975  ___________________________________________________________________
 AA6975  X           -     195,676.105 (meters)                     COMP
 AA6975  Y           -  -5,352,858.138 (meters)                     COMP
 AA6975  Z           -   3,451,022.864 (meters)                     COMP
 AA6975  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA6975  ELLIP HEIGHT-          44.72  (meters)          (07/29/02) GPS OBS
 AA6975  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA6975
 AA6975  HORZ ORDER  -  FIRST
 AA6975  ELLP ORDER  -  FOURTH    CLASS I
 AA6975
 AA6975.The horizontal coordinates were established by GPS observations
 AA6975.and adjusted by the National Geodetic Survey in July 1995..
 AA6975
 AA6975.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6975
 AA6975.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6975
 AA6975.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6975
 AA6975.The ellipsoidal height was determined by GPS observations
 AA6975.and is referenced to NAD 83.
 AA6975
 AA6975.The geoid height was determined by GEOID03.
 AA6975
 AA6975;                    North         East     Units Scale Factor Converg.
 AA6975;SPC AL W     -   329,157.152   562,003.822   MT  0.99995113   -0 13 16.3
 AA6975;UTM  16      - 3,648,124.121   415,290.491   MT  0.99968847   -0 29 35.9
 AA6975
 AA6975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6975!SPC AL W     -   0.99999298  x   0.99995113  =   0.99994411
 AA6975!UTM  16      -   0.99999298  x   0.99968847  =   0.99968145
 AA6975
 AA6975                          SUPERSEDED SURVEY CONTROL
 AA6975
 AA6975  ELLIP H (07/21/95)   44.78   (m)                       GP(       ) 3 2
 AA6975  NGVD 29 (07/21/95)   73.8    (m)          242.     (f) GPS OBS        
 AA6975
 AA6975.Superseded values are not recommended for survey control.
 AA6975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6975.See file dsdata.txt to determine how the superseded data were derived.
 AA6975
 AA6975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1529048124(NAD 83)
 AA6975_MARKER: DD = SURVEY DISK
 AA6975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6975_STAMPING: 32-27 1994
 AA6975_MARK LOGO: ALHD  
 AA6975_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6975+STABILITY: SURFACE MOTION
 AA6975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6975+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6975
 AA6975  HISTORY     - Date     Condition        Report By
 AA6975  HISTORY     - 1994     MONUMENTED       ALHD
 AA6975
 AA6975                          STATION DESCRIPTION
 AA6975
 AA6975'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6975'THE STATION IS LOCATED IN GREENE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA6975'GREENE COUNTY ROAD NO. 202, ABOUT 1.40 MI (2.25 KM) SOUTH OF UNION AND
 AA6975'ABOUT 6.90 MI (11.10 KM) WEST-SOUTHWEST OF KNOXVILLE. TO REACH THE
 AA6975'STATION FROM EXIT 45 ON I-20 AND I-59, DRIVE NORTHWEST ON GREENE
 AA6975'COUNTY ROAD NO. 208 FOR 4.25 MI (6.84 KM) TO GREENE COUNTY ROAD NO.
 AA6975'202 ON THE LEFT, TURN LEFT ON GREENE COUNTY ROAD NO. 202 AND DRIVE
 AA6975'WEST FOR 0.20 MI (0.32 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA6975'3.2 FT (1.0 M) NORTH OF A THREE STRAND BARBED WIRE FENCE ON TEATED
 AA6975'WOOD POSTS, 3.9 FT (1.2 M) NORTH-NORTHEAST OF THE WEST ONE OF TWO
 AA6975'CONNECTED WOOD POSTS IN THE FENCE LINE, 3.9 FT (1.2 M) NORTHWEST OF
 AA6975'THE EAST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 38.3 FT
 AA6975'(11.7 M) SOUTH OF THE CENTER OF GREENE COUNTY ROAD NO. 202, 101.7 FT
 AA6975'(31.0 M) EAST OF A POWER POLE, 3.2 FT (1.0 M) NORTH-NORTHEAST OF A
 AA6975'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 32-26
 AA6975'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6976 ***********************************************************************
 AA6976  DESIGNATION -  32 28
 AA6976  PID         -  AA6976
 AA6976  STATE/COUNTY-  AL/GREENE
 AA6976  USGS QUAD   -  WEST GREENE (1970)
 AA6976
 AA6976                         *CURRENT SURVEY CONTROL
 AA6976  ___________________________________________________________________
 AA6976* NAD 83(1992)-  32 57 21.37864(N)    088 00 46.61616(W)     ADJUSTED  
 AA6976* NAVD 88     -        79.5    (meters)     261.     (feet)  VERTCON   
 AA6976  ___________________________________________________________________
 AA6976  X           -     185,752.783 (meters)                     COMP
 AA6976  Y           -  -5,353,955.653 (meters)                     COMP
 AA6976  Z           -   3,449,886.822 (meters)                     COMP
 AA6976  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA6976  ELLIP HEIGHT-          50.46  (meters)          (07/29/02) GPS OBS
 AA6976  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA6976
 AA6976  HORZ ORDER  -  FIRST
 AA6976  ELLP ORDER  -  FOURTH    CLASS I
 AA6976
 AA6976.The horizontal coordinates were established by GPS observations
 AA6976.and adjusted by the National Geodetic Survey in July 1995..
 AA6976
 AA6976.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6976
 AA6976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6976
 AA6976.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6976
 AA6976.The ellipsoidal height was determined by GPS observations
 AA6976.and is referenced to NAD 83.
 AA6976
 AA6976.The geoid height was determined by GEOID03.
 AA6976
 AA6976;                    North         East     Units Scale Factor Converg.
 AA6976;SPC AL W     -   327,842.980   552,042.394   MT  0.99996168   -0 16 44.6
 AA6976;UTM  16      - 3,646,857.592   405,325.496   MT  0.99971052   -0 33 03.9
 AA6976
 AA6976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6976!SPC AL W     -   0.99999208  x   0.99996168  =   0.99995376
 AA6976!UTM  16      -   0.99999208  x   0.99971052  =   0.99970260
 AA6976
 AA6976:                Primary Azimuth Mark                     Grid Az
 AA6976:SPC AL W     -  32 29                                    337 18 17.9
 AA6976:UTM  16      -  32 29                                    337 34 37.2
 AA6976
 AA6976|---------------------------------------------------------------------|
 AA6976| PID    Reference Object                     Distance      Geod. Az  |
 AA6976|                                                           dddmmss.s |
 AA6976| AA6977 32 29                               432.635 METERS 3370133.3 |
 AA6976|---------------------------------------------------------------------|
 AA6976
 AA6976                          SUPERSEDED SURVEY CONTROL
 AA6976
 AA6976  ELLIP H (07/21/95)   50.52   (m)                       GP(       ) 3 2
 AA6976  NGVD 29 (07/21/95)   79.5    (m)          261.     (f) GPS OBS        
 AA6976
 AA6976.Superseded values are not recommended for survey control.
 AA6976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6976.See file dsdata.txt to determine how the superseded data were derived.
 AA6976
 AA6976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0532546858(NAD 83)
 AA6976_MARKER: DD = SURVEY DISK
 AA6976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6976_STAMPING: 32-28 1994
 AA6976_MARK LOGO: ALHD  
 AA6976_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6976+STABILITY: SURFACE MOTION
 AA6976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6976+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6976
 AA6976  HISTORY     - Date     Condition        Report By
 AA6976  HISTORY     - 1994     MONUMENTED       ALHD
 AA6976
 AA6976                          STATION DESCRIPTION
 AA6976
 AA6976'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6976'THE STATION IS LOCATED IN GREENE COUNTY ON THE WEST RIGHT OF WAY OF
 AA6976'ALA 14, ABOUT 3.20 MI (5.15 KM) NORTHWEST OF CLINTON AND ABOUT 5.65 MI
 AA6976'(9.09 KM) SOUTHEAST OF PLEASANT RIDGE. TO REACH THE STATION FROM EXIT
 AA6976'40 ON I-20 AND I-59 (MILE POST 43.05 ON ALA 14), DRIVE NORTHWEST ON
 AA6976'ALA 14 FOR 5.20 MI (8.37 KM) TO MILE POST 37.85 AND AN INTERSECTION
 AA6976'WITH ALA 14 ON THE RIGHT AND ALA 39 AHEAD (MILE POST 23.20 ON ALA 39),
 AA6976'TURN RIGHT ON ALA 14 AND DRIVE NORTH AND NORTHWEST FOR 3.20 MI (5.15
 AA6976'KM) TO MILE POST 34.65 AND THE STATION ON THE LEFT. THE STATION IS
 AA6976'33.8 FT (10.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF ALA 14, 89.8 FT
 AA6976'(27.4 M) SOUTH-SOUTHEAST OF THE WEST POST OF A AN ORANGE AND GOLD
 AA6976'COVEY SIGN, 132.0 FT (40.2 M) SOUTH-SOUTHEAST OF THE SOUTH RAILROAD
 AA6976'RAIL POST OF A CABLE GATE, 142.0 FT (43.3 M) SOUTH-SOUTHEAST OF THE
 AA6976'CENTER OF A GRAVEL DRIVEWAY, 2.5 FT (0.8 M) NORTHEAST OF A CARSONITE
 AA6976'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 32-29 1994 MAY BE
 AA6976'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6977 ***********************************************************************
 AA6977  DESIGNATION -  32 29
 AA6977  PID         -  AA6977
 AA6977  STATE/COUNTY-  AL/GREENE
 AA6977  USGS QUAD   -  WEST GREENE (1970)
 AA6977
 AA6977                         *CURRENT SURVEY CONTROL
 AA6977  ___________________________________________________________________
 AA6977* NAD 83(1992)-  32 57 34.30827(N)    088 00 53.11816(W)     ADJUSTED  
 AA6977* NAVD 88     -        78.3    (meters)     257.     (feet)  VERTCON   
 AA6977  ___________________________________________________________________
 AA6977  X           -     185,576.470 (meters)                     COMP
 AA6977  Y           -  -5,353,743.910 (meters)                     COMP
 AA6977  Z           -   3,450,220.373 (meters)                     COMP
 AA6977  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AA6977  ELLIP HEIGHT-          49.23  (meters)          (07/29/02) GPS OBS
 AA6977  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA6977
 AA6977  HORZ ORDER  -  FIRST
 AA6977  ELLP ORDER  -  FOURTH    CLASS I
 AA6977
 AA6977.The horizontal coordinates were established by GPS observations
 AA6977.and adjusted by the National Geodetic Survey in July 1995..
 AA6977
 AA6977.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6977
 AA6977.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6977
 AA6977.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6977
 AA6977.The ellipsoidal height was determined by GPS observations
 AA6977.and is referenced to NAD 83.
 AA6977
 AA6977.The geoid height was determined by GEOID03.
 AA6977
 AA6977;                    North         East     Units Scale Factor Converg.
 AA6977;SPC AL W     -   328,242.102   551,875.479   MT  0.99996188   -0 16 48.2
 AA6977;UTM  16      - 3,647,257.401   405,160.519   MT  0.99971090   -0 33 07.6
 AA6977
 AA6977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6977!SPC AL W     -   0.99999227  x   0.99996188  =   0.99995415
 AA6977!UTM  16      -   0.99999227  x   0.99971090  =   0.99970317
 AA6977
 AA6977:                Primary Azimuth Mark                     Grid Az
 AA6977:SPC AL W     -  32 28                                    157 18 18.0
 AA6977:UTM  16      -  32 28                                    157 34 37.4
 AA6977
 AA6977|---------------------------------------------------------------------|
 AA6977| PID    Reference Object                     Distance      Geod. Az  |
 AA6977|                                                           dddmmss.s |
 AA6977| AA6976 32 28                               432.635 METERS 1570129.8 |
 AA6977|---------------------------------------------------------------------|
 AA6977
 AA6977                          SUPERSEDED SURVEY CONTROL
 AA6977
 AA6977  ELLIP H (07/21/95)   49.30   (m)                       GP(       ) 3 2
 AA6977  NGVD 29 (07/21/95)   78.3    (m)          257.     (f) GPS OBS        
 AA6977
 AA6977.Superseded values are not recommended for survey control.
 AA6977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6977.See file dsdata.txt to determine how the superseded data were derived.
 AA6977
 AA6977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0516147257(NAD 83)
 AA6977_MARKER: DD = SURVEY DISK
 AA6977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6977_STAMPING: 32-29 1994
 AA6977_MARK LOGO: ALHD  
 AA6977_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6977+STABILITY: SURFACE MOTION
 AA6977_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6977+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6977
 AA6977  HISTORY     - Date     Condition        Report By
 AA6977  HISTORY     - 1994     MONUMENTED       ALHD
 AA6977
 AA6977                          STATION DESCRIPTION
 AA6977
 AA6977'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6977'THE STATION IS LOCATED IN GREENE COUNTY ON THE EAST RIGHT OF WAY OF
 AA6977'ALA 14, ABOUT 3.45 MI (5.55 KM) NORTHWEST OF CLINTON AND ABOUT 5.45 MI
 AA6977'(8.77 KM) SOUTHEAST OF PLEASANT RIDGE. TO REACH THE STATION FROM EXIT
 AA6977'40 ON I-20 AND I-59 (MILE POST 43.05 ON ALA 14), DRIVE NORTHWEST ON
 AA6977'ALA 14 FOR 5.20 MI (8.37 KM) TO MILE POST 37.85 AND AN INTERSECTION
 AA6977'WITH ALA 14 ON THE RIGHT AND ALA 39 AHEAD (MILE POST 23.20 ON ALA 39),
 AA6977'TURN RIGHT ON ALA 14 AND DRIVE NORTH AND NORTHWEST FOR 3.45 MI (5.55
 AA6977'KM) TO MILE POST 34.40 AND THE STATION ON THE RIGHT. THE STATION IS
 AA6977'31.8 FT (9.7 M) EAST-NORTHEAST OF THE CENTERLINE OF ALA 14, 170.6 FT
 AA6977'(52.0 M) SOUTH-SOUTHEAST OF A THIRTY-INCH CEDAR TREE IN A YARD, 173.4
 AA6977'FT (52.9 M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A FENCE AROUND
 AA6977'A WHITE FRAME HOUSE, 180.3 FT (55.0 M) NORTHWEST OF A POWER POLE, 2.2
 AA6977'FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA6977'THE GROUND. STATION 32-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6977'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3216 ***********************************************************************
 CN3216  DESIGNATION -  32 3
 CN3216  PID         -  CN3216
 CN3216  STATE/COUNTY-  AL/GREENE
 CN3216  USGS QUAD   -  FORKLAND (1979)
 CN3216
 CN3216                         *CURRENT SURVEY CONTROL
 CN3216  ___________________________________________________________________
 CN3216* NAD 83(1992)-  32 44 43.78210(N)    087 54 16.00125(W)     ADJUSTED  
 CN3216* NAVD 88     -        53.3    (meters)     175.     (feet)  VERTCON   
 CN3216  ___________________________________________________________________
 CN3216  X           -     196,353.648 (meters)                     COMP
 CN3216  Y           -  -5,366,223.905 (meters)                     COMP
 CN3216  Z           -   3,430,266.067 (meters)                     COMP
 CN3216  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 CN3216  ELLIP HEIGHT-          24.22  (meters)          (07/29/02) GPS OBS
 CN3216  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CN3216
 CN3216  HORZ ORDER  -  FIRST
 CN3216  ELLP ORDER  -  FOURTH    CLASS I
 CN3216
 CN3216.The horizontal coordinates were established by GPS observations
 CN3216.and adjusted by the National Geodetic Survey in December 1992..
 CN3216
 CN3216.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3216.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3216
 CN3216.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3216
 CN3216.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3216
 CN3216.The ellipsoidal height was determined by GPS observations
 CN3216.and is referenced to NAD 83.
 CN3216
 CN3216.The geoid height was determined by GEOID03.
 CN3216
 CN3216;                    North         East     Units Scale Factor Converg.
 CN3216;SPC AL W     -   304,461.551   562,097.588   MT  0.99995104   -0 13 07.6
 CN3216;UTM  16      - 3,623,434.838   415,267.328   MT  0.99968853   -0 29 21.3
 CN3216
 CN3216!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3216!SPC AL W     -   0.99999620  x   0.99995104  =   0.99994724
 CN3216!UTM  16      -   0.99999620  x   0.99968853  =   0.99968473
 CN3216
 CN3216                          SUPERSEDED SURVEY CONTROL
 CN3216
 CN3216  ELLIP H (12/04/92)   24.29   (m)                       GP(       ) 4 1
 CN3216  NAD 83(1986)-  32 44 43.78879(N)    087 54 16.00534(W) AD(       ) 1
 CN3216  NGVD 29 (12/04/92)   53.3    (m)          175.     (f) GPS OBS        
 CN3216
 CN3216.Superseded values are not recommended for survey control.
 CN3216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3216.See file dsdata.txt to determine how the superseded data were derived.
 CN3216
 CN3216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1526723435(NAD 83)
 CN3216_MARKER: DD = SURVEY DISK
 CN3216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3216_SP_SET: CONCRETE POST
 CN3216_STAMPING: 32-3 1991
 CN3216_MARK LOGO: ALHD  
 CN3216_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3216+STABILITY: SURFACE MOTION
 CN3216_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3216+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3216
 CN3216  HISTORY     - Date     Condition        Report By
 CN3216  HISTORY     - 1991     MONUMENTED       ALHD
 CN3216
 CN3216                          STATION DESCRIPTION
 CN3216
 CN3216'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3216'THE STATION IS LOCATED IN GREENE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3216'GREENE COUNTY ROAD NO. 40, ABOUT 10.78 KM (6.70 MI) SOUTH - SOUTHWEST
 CN3216'OF EUTAW AND ABOUT 12.07 KM (7.50 MI) NORTH - NORTHWEST OF FORKLAND.
 CN3216'TO REACH THE STATION FROM THE JUNCTION OF U. S 43 SOUTH AND ALA 14
 CN3216'(MILE POST 165.60 ON U. S. 43) IN EUTAW, DRIVE SOUTH ON U. S. 43
 CN3216'10.62 KM (6.60 MI) TO MILE POST 159.00 AND GREENE COUNTY ROAD NO. 148
 CN3216'LEFT AND RIGHT, TURN LEFT ON GREENE COUNTY ROAD NO. 148 AND DRIVE
 CN3216'EAST 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT ON TOP OF A LOW
 CN3216'RISE.
 CN3216'THE STATION IS 1.22 M (4.00 FT) NORTH OF A HOG WIRE FENCE WITH ONE
 CN3216'STRAND OF BARBED WIRE ON STEEL POSTS, 11.31 M (37.11 FT) SOUTH OF THE
 CN3216'CENTER OF GREENE COUNTY ROAD NO. 40, 17.22 M (56.50 FT) WEST OF THE
 CN3216'WEST ONE OF THREE CONNECTED WOOD BRACE POSTS IN THE FENCE LINE, AND
 CN3216'33.22 M (108.99 FT) EAST OF A POWER POLE AND IS 3.5 FT (1.1 M) NORTH
 CN3216'OF A CARSONITE WITNESS POST.
 CN3216'STATION 32-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6978 ***********************************************************************
 AA6978  DESIGNATION -  32 30
 AA6978  PID         -  AA6978
 AA6978  STATE/COUNTY-  AL/GREENE
 AA6978  USGS QUAD   -  RALPH (1982)
 AA6978
 AA6978                         *CURRENT SURVEY CONTROL
 AA6978  ___________________________________________________________________
 AA6978* NAD 83(1992)-  33 02 43.10792(N)    087 52 26.15947(W)     ADJUSTED  
 AA6978* NAVD 88     -       100.6    (meters)     330.     (feet)  VERTCON   
 AA6978  ___________________________________________________________________
 AA6978  X           -     198,542.819 (meters)                     COMP
 AA6978  Y           -  -5,348,112.260 (meters)                     COMP
 AA6978  Z           -   3,458,210.747 (meters)                     COMP
 AA6978  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AA6978  ELLIP HEIGHT-          71.51  (meters)          (07/29/02) GPS OBS
 AA6978  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA6978
 AA6978  HORZ ORDER  -  FIRST
 AA6978  ELLP ORDER  -  FOURTH    CLASS I
 AA6978
 AA6978.The horizontal coordinates were established by GPS observations
 AA6978.and adjusted by the National Geodetic Survey in July 1995..
 AA6978
 AA6978.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6978.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6978
 AA6978.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6978
 AA6978.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6978
 AA6978.The ellipsoidal height was determined by GPS observations
 AA6978.and is referenced to NAD 83.
 AA6978
 AA6978.The geoid height was determined by GEOID03.
 AA6978
 AA6978;                    North         East     Units Scale Factor Converg.
 AA6978;SPC AL W     -   337,699.132   565,074.841   MT  0.99994837   -0 12 14.1
 AA6978;UTM  16      - 3,656,649.149   418,401.262   MT  0.99968209   -0 28 35.7
 AA6978
 AA6978!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6978!SPC AL W     -   0.99998877  x   0.99994837  =   0.99993714
 AA6978!UTM  16      -   0.99998877  x   0.99968209  =   0.99967087
 AA6978
 AA6978:                Primary Azimuth Mark                     Grid Az
 AA6978:SPC AL W     -  32 31                                    011 49 09.1
 AA6978:UTM  16      -  32 31                                    012 05 30.7
 AA6978
 AA6978|---------------------------------------------------------------------|
 AA6978| PID    Reference Object                     Distance      Geod. Az  |
 AA6978|                                                           dddmmss.s |
 AA6978| AA6979 32 31                               APPROX. 0.6 KM 0113655.0 |
 AA6978|---------------------------------------------------------------------|
 AA6978
 AA6978                          SUPERSEDED SURVEY CONTROL
 AA6978
 AA6978  ELLIP H (07/21/95)   71.57   (m)                       GP(       ) 3 2
 AA6978  NGVD 29 (07/21/95)  100.5    (m)          330.     (f) GPS OBS        
 AA6978
 AA6978.Superseded values are not recommended for survey control.
 AA6978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6978.See file dsdata.txt to determine how the superseded data were derived.
 AA6978
 AA6978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1840156649(NAD 83)
 AA6978_MARKER: DD = SURVEY DISK
 AA6978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6978_STAMPING: 32-30 1994
 AA6978_MARK LOGO: ALHD  
 AA6978_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6978+STABILITY: SURFACE MOTION
 AA6978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6978+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6978
 AA6978  HISTORY     - Date     Condition        Report By
 AA6978  HISTORY     - 1994     MONUMENTED       ALHD
 AA6978
 AA6978                          STATION DESCRIPTION
 AA6978
 AA6978'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6978'THE STATION IS LOCATED IN GREENE COUNTY ON THE EAST RIGHT OF WAY OF
 AA6978'GREENE COUNTY ROAD NO. 191, ABOUT 4.65 MI (7.48 KM) NORTHEAST OF UNION
 AA6978'AND ABOUT 6.20 MI (9.98 KM) NORTHWEST OF KNOXVILLE. TO REACH THE
 AA6978'STATION FROM EXIT 40 ON I-20 AND I-59 (MILE POST 43.05 ON ALA 14),
 AA6978'DRIVE NORTHWEST ON ALA 14 FOR 5.20 MI (8.37 KM) TO MILE POST 37.85 AND
 AA6978'AN INTERSECTION WITH ALA 14 ON THE RIGHT AND ALA 39 AHEAD (MILE POST
 AA6978'23.20 ON ALA 39), TURN RIGHT ON ALA 14 AND DRIVE NORTH AND NORTHWEST
 AA6978'FOR 9.05 MI (14.56 KM) TO MILE POST 28.80 AND THE GREENE COUNTY ROAD
 AA6978'NO. 60 ON THE RIGHT, TURN RIGHT ON GREENE COUNTY ROAD NO. 60 AND DRIVE
 AA6978'NORTHEAST, EAST, SOUTHEAST, AND EAST FOR 13.80 MI (22.21 KM) TO A
 AA6978'PAVED CROSS ROAD WITH GREENE COUNTY ROAD NO. 191 LEFT AND RIGHT, TURN
 AA6978'LEFT ON GREENE COUNTY ROAD NO. 191 AND DRIVE NORTH FOR 0.50 MI (0.80
 AA6978'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M) WEST OF
 AA6978'A MOSTLY DOWN FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS,
 AA6978'39.2 FT (11.9 M) EAST OF THE CENTERLINE OF GREENE COUNTY ROAD NO. 191,
 AA6978'124.8 FT (38.0 M) NORTHEAST OF A POWER POLE ACROSS THE ROAD, 180.2 FT
 AA6978'(54.9 M) SOUTH-SOUTHEAST OF A POWER POLE WITH THREE GUY WIRES ACROSS
 AA6978'THE ROAD, 3.2 FT (1.0 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA6978'SET FLUSH WITH THE GROUND. STATION 32-31 1994 MAY BE USED AS AN
 AA6978'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6979 ***********************************************************************
 AA6979  DESIGNATION -  32 31
 AA6979  PID         -  AA6979
 AA6979  STATE/COUNTY-  AL/GREENE
 AA6979  USGS QUAD   -  RALPH (1982)
 AA6979
 AA6979                         *CURRENT SURVEY CONTROL
 AA6979  ___________________________________________________________________
 AA6979* NAD 83(1992)-  33 03 01.16309(N)    087 52 21.75269(W)     ADJUSTED  
 AA6979* NAVD 88     -        98.6    (meters)     323.     (feet)  VERTCON   
 AA6979  ___________________________________________________________________
 AA6979  X           -     198,645.759 (meters)                     COMP
 AA6979  Y           -  -5,347,803.249 (meters)                     COMP
 AA6979  Z           -   3,458,675.921 (meters)                     COMP
 AA6979  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA6979  ELLIP HEIGHT-          69.55  (meters)          (07/29/02) GPS OBS
 AA6979  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA6979
 AA6979  HORZ ORDER  -  FIRST
 AA6979  ELLP ORDER  -  FOURTH    CLASS I
 AA6979
 AA6979.The horizontal coordinates were established by GPS observations
 AA6979.and adjusted by the National Geodetic Survey in July 1995..
 AA6979
 AA6979.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6979
 AA6979.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6979
 AA6979.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6979
 AA6979.The ellipsoidal height was determined by GPS observations
 AA6979.and is referenced to NAD 83.
 AA6979
 AA6979.The geoid height was determined by GEOID03.
 AA6979
 AA6979;                    North         East     Units Scale Factor Converg.
 AA6979;SPC AL W     -   338,254.920   565,191.145   MT  0.99994827   -0 12 11.8
 AA6979;UTM  16      - 3,657,204.229   418,520.179   MT  0.99968186   -0 28 33.5
 AA6979
 AA6979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6979!SPC AL W     -   0.99998908  x   0.99994827  =   0.99993735
 AA6979!UTM  16      -   0.99998908  x   0.99968186  =   0.99967094
 AA6979
 AA6979:                Primary Azimuth Mark                     Grid Az
 AA6979:SPC AL W     -  32 30                                    191 49 09.2
 AA6979:UTM  16      -  32 30                                    192 05 30.9
 AA6979
 AA6979|---------------------------------------------------------------------|
 AA6979| PID    Reference Object                     Distance      Geod. Az  |
 AA6979|                                                           dddmmss.s |
 AA6979| AA6978 32 30                               APPROX. 0.6 KM 1913657.4 |
 AA6979|---------------------------------------------------------------------|
 AA6979
 AA6979                          SUPERSEDED SURVEY CONTROL
 AA6979
 AA6979  ELLIP H (07/21/95)   69.61   (m)                       GP(       ) 3 2
 AA6979  NGVD 29 (07/21/95)   98.6    (m)          323.     (f) GPS OBS        
 AA6979
 AA6979.Superseded values are not recommended for survey control.
 AA6979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6979.See file dsdata.txt to determine how the superseded data were derived.
 AA6979
 AA6979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1852057204(NAD 83)
 AA6979_MARKER: DD = SURVEY DISK
 AA6979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6979_STAMPING: 32-31 1994
 AA6979_MARK LOGO: ALHD  
 AA6979_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6979+STABILITY: SURFACE MOTION
 AA6979_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6979+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6979
 AA6979  HISTORY     - Date     Condition        Report By
 AA6979  HISTORY     - 1994     MONUMENTED       ALHD
 AA6979
 AA6979                          STATION DESCRIPTION
 AA6979
 AA6979'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6979'THE STATION IS LOCATED IN GREENE COUNTY ON THE EAST RIGHT OF WAY OF
 AA6979'GREENE COUNTY ROAD NO. 191, ABOUT 5.00 MI (8.05 KM) NORTHEAST OF UNION
 AA6979'AND ABOUT 6.40 MI (10.30 KM) NORTHWEST OF KNOXVILLE. TO REACH THE
 AA6979'STATION FROM EXIT 40 ON I-20 AND I-59 (MILE POST 43.05 ON ALA 14),
 AA6979'DRIVE NORTHWEST ON ALA 14 FOR 5.20 MI (8.37 KM) TO MILE POST 37.85 AND
 AA6979'AN INTERSECTION WITH ALA 14 ON THE RIGHT AND ALA 39 AHEAD (MILE POST
 AA6979'23.20 ON ALA 39), TURN RIGHT ON ALA 14 AND DRIVE NORTH AND NORTHWEST
 AA6979'FOR 9.05 MI (14.56 KM) TO MILE POST 28.80 AND THE GREENE COUNTY ROAD
 AA6979'NO. 60 ON THE RIGHT, TURN RIGHT ON GREENE COUNTY ROAD NO. 60 AND DRIVE
 AA6979'NORTHEAST, EAST, SOUTHEAST, AND EAST FOR 13.80 MI (22.21 KM) TO A
 AA6979'PAVED CROSS ROAD WITH GREENE COUNTY ROAD NO. 191 LEFT AND RIGHT, TURN
 AA6979'LEFT ON GREENE COUNTY ROAD NO. 191 AND DRIVE NORTH FOR 0.85 MI (1.37
 AA6979'KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.8 FT (0.9 M) WEST OF
 AA6979'A PARTLY DOWN TWO STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 40.0
 AA6979'FT (12.2 M) EAST OF THE CENTERLINE OF GREENE COUNTY ROAD NO. 191,
 AA6979'102.0 FT (31.1 M) NORTH OF A JUNCTION POWER POLE WITH ONE GUY WIRE,
 AA6979'160.4 FT (48.9 M) SOUTH OF A POWER POLE WITH ONE GUY WIRE, 3.0 FT (0.9
 AA6979'M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA6979'GROUND. STATION 32-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6980 ***********************************************************************
 AA6980  DESIGNATION -  32 32
 AA6980  PID         -  AA6980
 AA6980  STATE/COUNTY-  AL/GREENE
 AA6980  USGS QUAD   -  MANTUA (1970)
 AA6980
 AA6980                         *CURRENT SURVEY CONTROL
 AA6980  ___________________________________________________________________
 AA6980* NAD 83(1992)-  33 03 10.06373(N)    087 59 45.17436(W)     ADJUSTED  
 AA6980* NAVD 88     -        60.5    (meters)     198.     (feet)  VERTCON   
 AA6980  ___________________________________________________________________
 AA6980  X           -     187,142.422 (meters)                     COMP
 AA6980  Y           -  -5,348,036.578 (meters)                     COMP
 AA6980  Z           -   3,458,884.985 (meters)                     COMP
 AA6980  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AA6980  ELLIP HEIGHT-          31.47  (meters)          (07/29/02) GPS OBS
 AA6980  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA6980
 AA6980  HORZ ORDER  -  FIRST
 AA6980  ELLP ORDER  -  FOURTH    CLASS I
 AA6980
 AA6980.The horizontal coordinates were established by GPS observations
 AA6980.and adjusted by the National Geodetic Survey in July 1995..
 AA6980
 AA6980.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6980
 AA6980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6980
 AA6980.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6980
 AA6980.The ellipsoidal height was determined by GPS observations
 AA6980.and is referenced to NAD 83.
 AA6980
 AA6980.The geoid height was determined by GEOID03.
 AA6980
 AA6980;                    North         East     Units Scale Factor Converg.
 AA6980;SPC AL W     -   338,576.664   553,688.726   MT  0.99995977   -0 16 13.7
 AA6980;UTM  16      - 3,657,580.623   407,022.410   MT  0.99970659   -0 32 35.5
 AA6980
 AA6980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6980!SPC AL W     -   0.99999506  x   0.99995977  =   0.99995483
 AA6980!UTM  16      -   0.99999506  x   0.99970659  =   0.99970165
 AA6980
 AA6980:                Primary Azimuth Mark                     Grid Az
 AA6980:SPC AL W     -  32 33                                    079 20 02.1
 AA6980:UTM  16      -  32 33                                    079 36 23.9
 AA6980
 AA6980|---------------------------------------------------------------------|
 AA6980| PID    Reference Object                     Distance      Geod. Az  |
 AA6980|                                                           dddmmss.s |
 AA6980| AA6981 32 33                               418.495 METERS 0790348.4 |
 AA6980|---------------------------------------------------------------------|
 AA6980
 AA6980                          SUPERSEDED SURVEY CONTROL
 AA6980
 AA6980  ELLIP H (07/21/95)   31.53   (m)                       GP(       ) 3 2
 AA6980  NGVD 29 (07/21/95)   60.5    (m)          198.     (f) GPS OBS        
 AA6980
 AA6980.Superseded values are not recommended for survey control.
 AA6980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6980.See file dsdata.txt to determine how the superseded data were derived.
 AA6980
 AA6980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0702257581(NAD 83)
 AA6980_MARKER: DD = SURVEY DISK
 AA6980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6980_STAMPING: 32-32 1994
 AA6980_MARK LOGO: ALHD  
 AA6980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6980+STABILITY: SURFACE MOTION
 AA6980_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6980+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6980
 AA6980  HISTORY     - Date     Condition        Report By
 AA6980  HISTORY     - 1994     MONUMENTED       ALHD
 AA6980
 AA6980                          STATION DESCRIPTION
 AA6980
 AA6980'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6980'THE STATION IS LOCATED IN GREENE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA6980'OF GREENE COUNTY ROAD NO. 60, ABOUT 5.70 MI (9.17 KM) NORTHEAST OF
 AA6980'PLEASANT RIDGE AND ABOUT 6.50 MI (10.46 KM) NORTHWEST OF UNION. TO
 AA6980'REACH THE STATION FROM EXIT 40 ON I-20 AND I-59 (MILE POST 43.05 ON
 AA6980'ALA 14), DRIVE NORTHWEST ON ALA 14 FOR 5.20 MI (8.37 KM) TO MILE POST
 AA6980'37.85 AND AN INTERSECTION WITH ALA 14 ON THE RIGHT AND ALA 39 AHEAD
 AA6980'(MILE POST 23.20 ON ALA 39), TURN RIGHT ON ALA 14 AND DRIVE NORTH AND
 AA6980'NORTHWEST FOR 9.05 MI (14.56 KM) TO MILE POST 28.80 AND THE GREENE
 AA6980'COUNTY ROAD NO. 60 ON THE RIGHT, TURN RIGHT ON GREENE COUNTY ROAD NO.
 AA6980'60 AND DRIVE NORTHEAST FOR 6.15 MI (9.90 KM) TO THE STATION ON THE
 AA6980'RIGHT. THE STATION IS 46.3 FT (14.1 M) WEST-SOUTHWEST OF A CONCRETE
 AA6980'RIGHT OF WAY MARKER, 57.3 FT (17.5 M) SOUTHEAST OF THE CENTERLINE OF
 AA6980'GREENE COUNTY ROAD NO. 60, 65.5 FT (20.0 M) NORTHEAST OF THE CENTER OF
 AA6980'A GRAVEL DRIVEWAY, 67.6 FT (20.6 M) SOUTHWEST OF THE CENTER OF A
 AA6980'GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE, 79.0 FT (24.1 M) SOUTH OF
 AA6980'THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE ACROSS THE
 AA6980'ROAD, 94.8 FT (28.9 M) SOUTH OF A BRICK MAIL BOX HOUSING ACROSS THE
 AA6980'ROAD, 95.0 FT (29.0 M) SOUTHWEST OF A BURIED CABLE WARNING SIGN, 97.3
 AA6980'FT (29.7 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 123 E 23, 2.7 FT
 AA6980'(0.8 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA6980'GROUND. STATION 32-33 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6981 ***********************************************************************
 AA6981  DESIGNATION -  32 33
 AA6981  PID         -  AA6981
 AA6981  STATE/COUNTY-  AL/GREENE
 AA6981  USGS QUAD   -  MANTUA (1970)
 AA6981
 AA6981                         *CURRENT SURVEY CONTROL
 AA6981  ___________________________________________________________________
 AA6981* NAD 83(1992)-  33 03 12.64071(N)    087 59 29.33633(W)     ADJUSTED  
 AA6981* NAVD 88     -        66.6    (meters)     219.     (feet)  VERTCON   
 AA6981  ___________________________________________________________________
 AA6981  X           -     187,551.733 (meters)                     COMP
 AA6981  Y           -  -5,347,984.062 (meters)                     COMP
 AA6981  Z           -   3,458,954.876 (meters)                     COMP
 AA6981  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA6981  ELLIP HEIGHT-          37.61  (meters)          (07/29/02) GPS OBS
 AA6981  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA6981
 AA6981  HORZ ORDER  -  FIRST
 AA6981  ELLP ORDER  -  FOURTH    CLASS I
 AA6981
 AA6981.The horizontal coordinates were established by GPS observations
 AA6981.and adjusted by the National Geodetic Survey in July 1995..
 AA6981
 AA6981.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6981
 AA6981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6981
 AA6981.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6981
 AA6981.The ellipsoidal height was determined by GPS observations
 AA6981.and is referenced to NAD 83.
 AA6981
 AA6981.The geoid height was determined by GEOID03.
 AA6981
 AA6981;                    North         East     Units Scale Factor Converg.
 AA6981;SPC AL W     -   338,654.118   554,099.974   MT  0.99995930   -0 16 05.1
 AA6981;UTM  16      - 3,657,656.099   407,433.918   MT  0.99970565   -0 32 26.9
 AA6981
 AA6981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6981!SPC AL W     -   0.99999410  x   0.99995930  =   0.99995340
 AA6981!UTM  16      -   0.99999410  x   0.99970565  =   0.99969975
 AA6981
 AA6981:                Primary Azimuth Mark                     Grid Az
 AA6981:SPC AL W     -  32 32                                    259 20 02.1
 AA6981:UTM  16      -  32 32                                    259 36 23.9
 AA6981
 AA6981|---------------------------------------------------------------------|
 AA6981| PID    Reference Object                     Distance      Geod. Az  |
 AA6981|                                                           dddmmss.s |
 AA6981| AA6980 32 32                               418.495 METERS 2590357.0 |
 AA6981|---------------------------------------------------------------------|
 AA6981
 AA6981                          SUPERSEDED SURVEY CONTROL
 AA6981
 AA6981  ELLIP H (07/21/95)   37.68   (m)                       GP(       ) 3 2
 AA6981  NGVD 29 (07/21/95)   66.6    (m)          219.     (f) GPS OBS        
 AA6981
 AA6981.Superseded values are not recommended for survey control.
 AA6981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6981.See file dsdata.txt to determine how the superseded data were derived.
 AA6981
 AA6981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0743457656(NAD 83)
 AA6981_MARKER: DD = SURVEY DISK
 AA6981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6981_STAMPING: 32-33 1994
 AA6981_MARK LOGO: ALHD  
 AA6981_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6981+STABILITY: SURFACE MOTION
 AA6981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6981+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6981
 AA6981  HISTORY     - Date     Condition        Report By
 AA6981  HISTORY     - 1994     MONUMENTED       ALHD
 AA6981
 AA6981                          STATION DESCRIPTION
 AA6981
 AA6981'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6981'THE STATION IS LOCATED IN GREENE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA6981'GREENE COUNTY ROAD NO. 60, ABOUT 5.95 MI (9.58 KM) NORTHEAST OF
 AA6981'PLEASANT RIDGE AND ABOUT 6.35 MI (10.22 KM) NORTHWEST OF UNION. TO
 AA6981'REACH THE STATION FROM EXIT 40 ON I-20 AND I-59 (MILE POST 43.05 ON
 AA6981'ALA 14), DRIVE NORTHWEST ON ALA 14 FOR 5.20 MI (8.37 KM) TO MILE POST
 AA6981'37.85 AND AN INTERSECTION WITH ALA 14 ON THE RIGHT AND ALA 39 AHEAD
 AA6981'(MILE POST 23.20 ON ALA 39), TURN RIGHT ON ALA 14 AND DRIVE NORTH AND
 AA6981'NORTHWEST FOR 9.05 MI (14.56 KM) TO MILE POST 28.80 AND THE GREENE
 AA6981'COUNTY ROAD NO. 60 ON THE RIGHT, TURN RIGHT ON GREENE COUNTY ROAD NO.
 AA6981'60 AND DRIVE NORTHEAST FOR 6.30 MI (10.14 KM) TO GREENE COUNTY ROAD
 AA6981'NO. 183 ON THE LEFT, CONTINUE EAST ON GREENE COUNTY ROAD NO. 60 FOR
 AA6981'0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT
 AA6981'(0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON WOOD POSTS, 23.5
 AA6981'FT (7.2 M) SOUTH OF THE CENTER OF GREENE COUNTY ROAD NO. 60, 111.7 FT
 AA6981'(34.0 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A BRICK
 AA6981'HOUSE APPROXIMATELY 600 FT (182.9 M) FROM THE ROAD, 133.4 FT (40.7 M)
 AA6981'EAST OF A RUSTY MAIL BOX ON A METAL POST, 147.0 FT (44.8 M)
 AA6981'EAST-SOUTHEAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE ACROSS THE
 AA6981'ROAD, 2.9 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA6981'WITH THE GROUND. STATION 32-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6981'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6982 ***********************************************************************
 AA6982  DESIGNATION -  32 34
 AA6982  PID         -  AA6982
 AA6982  STATE/COUNTY-  AL/GREENE
 AA6982  USGS QUAD   -  MANTUA (1970)
 AA6982
 AA6982                         *CURRENT SURVEY CONTROL
 AA6982  ___________________________________________________________________
 AA6982* NAD 83(1992)-  33 07 22.36438(N)    087 52 32.29279(W)     ADJUSTED  
 AA6982* NAVD 88     -        63.2    (meters)     207.     (feet)  VERTCON   
 AA6982  ___________________________________________________________________
 AA6982  X           -     198,208.551 (meters)                     COMP
 AA6982  Y           -  -5,343,393.936 (meters)                     COMP
 AA6982  Z           -   3,465,398.732 (meters)                     COMP
 AA6982  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AA6982  ELLIP HEIGHT-          34.20  (meters)          (07/29/02) GPS OBS
 AA6982  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA6982
 AA6982  HORZ ORDER  -  FIRST
 AA6982  ELLP ORDER  -  FOURTH    CLASS I
 AA6982
 AA6982.The horizontal coordinates were established by GPS observations
 AA6982.and adjusted by the National Geodetic Survey in July 1995..
 AA6982
 AA6982.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6982
 AA6982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6982
 AA6982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6982
 AA6982.The ellipsoidal height was determined by GPS observations
 AA6982.and is referenced to NAD 83.
 AA6982
 AA6982.The geoid height was determined by GEOID03.
 AA6982
 AA6982;                    North         East     Units Scale Factor Converg.
 AA6982;SPC AL W     -   346,302.314   564,946.502   MT  0.99994848   -0 12 18.9
 AA6982;UTM  16      - 3,665,250.554   418,313.934   MT  0.99968227   -0 28 42.6
 AA6982
 AA6982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6982!SPC AL W     -   0.99999463  x   0.99994848  =   0.99994311
 AA6982!UTM  16      -   0.99999463  x   0.99968227  =   0.99967690
 AA6982
 AA6982:                Primary Azimuth Mark                     Grid Az
 AA6982:SPC AL W     -  32 35                                    078 30 11.3
 AA6982:UTM  16      -  32 35                                    078 46 35.0
 AA6982
 AA6982|---------------------------------------------------------------------|
 AA6982| PID    Reference Object                     Distance      Geod. Az  |
 AA6982|                                                           dddmmss.s |
 AA6982| AA6983 32 35                               403.183 METERS 0781752.4 |
 AA6982|---------------------------------------------------------------------|
 AA6982
 AA6982                          SUPERSEDED SURVEY CONTROL
 AA6982
 AA6982  ELLIP H (07/21/95)   34.26   (m)                       GP(       ) 3 2
 AA6982  NGVD 29 (07/21/95)   63.1    (m)          207.     (f) GPS OBS        
 AA6982
 AA6982.Superseded values are not recommended for survey control.
 AA6982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6982.See file dsdata.txt to determine how the superseded data were derived.
 AA6982
 AA6982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1831465251(NAD 83)
 AA6982_MARKER: DD = SURVEY DISK
 AA6982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6982_STAMPING: 32-34 1994
 AA6982_MARK LOGO: ALHD  
 AA6982_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6982+STABILITY: SURFACE MOTION
 AA6982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6982+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6982
 AA6982  HISTORY     - Date     Condition        Report By
 AA6982  HISTORY     - 1994     MONUMENTED       ALHD
 AA6982
 AA6982                          STATION DESCRIPTION
 AA6982
 AA6982'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6982'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6982'GREENE COUNTY ROAD NO. 156, ABOUT 10.45 MI (16.82 KM) NORTHWEST OF
 AA6982'KNOXVILLE AND ABOUT 9.60 MI (15.45 KM) NORTH-NORTHEAST OF UNION. TO
 AA6982'REACH THE STATION FROM EXIT 40 ON I-20 AND I-59 (MILE POST 43.05 ON
 AA6982'ALA 14), DRIVE NORTHWEST ON ALA 14 FOR 5.20 MI (8.37 KM) TO MILE POST
 AA6982'37.85 AND AN INTERSECTION WITH ALA 14 ON THE RIGHT AND ALA 39 AHEAD
 AA6982'(MILE POST 23.20 ON ALA 39), TURN RIGHT ON ALA 14 AND DRIVE NORTH AND
 AA6982'NORTHWEST FOR 9.05 MI (14.56 KM) TO MILE POST 28.80 AND THE GREENE
 AA6982'COUNTY ROAD NO. 60 ON THE RIGHT, TURN RIGHT ON GREENE COUNTY ROAD NO.
 AA6982'60 AND DRIVE NORTHEAST FOR 6.30 MI (10.14 KM) TO GREENE COUNTY ROAD
 AA6982'NO. 183 ON THE LEFT, TURN LEFT ON GREENE COUNTY ROAD NO. 183 AND DRIVE
 AA6982'NORTHEAST FOR 3.50 MI (5.63 KM) TO AN INTERSECTION WITH GREENE COUNTY
 AA6982'ROAD NO. 208 AHEAD AND ON THE RIGHT, CONTINUE NORTHEAST ON GREENE
 AA6982'COUNTY ROAD NO. 208 FOR 0.50 MI (0.80 KM) TO A T-INTERSECTION WITH
 AA6982'GREENE COUNTY ROAD NO. 156 LEFT AND RIGHT, TURN RIGHT ON GREENE COUNTY
 AA6982'ROAD NO. 156 AND DRIVE EAST FOR 4.00 MI (6.44 KM) TO THE STATION ON
 AA6982'THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED
 AA6982'WIRE FENCE ON RUSTY STEEL POSTS, 4.1 FT (1.2 M) SOUTHWEST OF A
 AA6982'CONCRETE RIGHT OF WAY MARKER, 37.0 FT (11.3 M) NORTH OF THE CENTERLINE
 AA6982'OF GREENE COUNTY ROAD NO. 156, 82.0 FT (25.0 M) NORTH OF TELEPHONE
 AA6982'CABLE PEDESTAL NO. 110 ACROSS THE ROAD, 154.8 FT (47.2 M) NORTHEAST OF
 AA6982'TELEPHONE CABLE PEDESTAL NO. 126 ACROSS THE ROAD, 155.3 FT (47.3 M)
 AA6982'NORTHEAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD,
 AA6982'184.7 FT (56.3 M) WEST OF THE SOUTHEAST CORNER OF THE FENCE, 196.7 FT
 AA6982'(60.0 M) WEST-NORTHWEST OF A JUNCTION POWER POLE WITH ONE GUY WIRE
 AA6982'ACROSS THE ROAD, 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS
 AA6982'POST, AND SET FLUSH WITH THE GROUND. STATION 32-35 1994 MAY BE USED AS
 AA6982'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6983 ***********************************************************************
 AA6983  DESIGNATION -  32 35
 AA6983  PID         -  AA6983
 AA6983  STATE/COUNTY-  AL/GREENE
 AA6983  USGS QUAD   -  RALPH (1982)
 AA6983
 AA6983                         *CURRENT SURVEY CONTROL
 AA6983  ___________________________________________________________________
 AA6983* NAD 83(1992)-  33 07 25.01851(N)    087 52 17.06295(W)     ADJUSTED  
 AA6983* NAVD 88     -        61.4    (meters)     201.     (feet)  VERTCON   
 AA6983  ___________________________________________________________________
 AA6983  X           -     198,601.371 (meters)                     COMP
 AA6983  Y           -  -5,343,333.113 (meters)                     COMP
 AA6983  Z           -   3,465,466.218 (meters)                     COMP
 AA6983  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA6983  ELLIP HEIGHT-          32.38  (meters)          (07/29/02) GPS OBS
 AA6983  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA6983
 AA6983  HORZ ORDER  -  FIRST
 AA6983  ELLP ORDER  -  FOURTH    CLASS I
 AA6983
 AA6983.The horizontal coordinates were established by GPS observations
 AA6983.and adjusted by the National Geodetic Survey in July 1995..
 AA6983
 AA6983.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6983
 AA6983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6983
 AA6983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6983
 AA6983.The ellipsoidal height was determined by GPS observations
 AA6983.and is referenced to NAD 83.
 AA6983
 AA6983.The geoid height was determined by GEOID03.
 AA6983
 AA6983;                    North         East     Units Scale Factor Converg.
 AA6983;SPC AL W     -   346,382.669   565,341.575   MT  0.99994814   -0 12 10.6
 AA6983;UTM  16      - 3,665,329.003   418,709.280   MT  0.99968147   -0 28 34.3
 AA6983
 AA6983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6983!SPC AL W     -   0.99999492  x   0.99994814  =   0.99994306
 AA6983!UTM  16      -   0.99999492  x   0.99968147  =   0.99967639
 AA6983
 AA6983:                Primary Azimuth Mark                     Grid Az
 AA6983:SPC AL W     -  32 34                                    258 30 11.4
 AA6983:UTM  16      -  32 34                                    258 46 35.1
 AA6983
 AA6983|---------------------------------------------------------------------|
 AA6983| PID    Reference Object                     Distance      Geod. Az  |
 AA6983|                                                           dddmmss.s |
 AA6983| AA6982 32 34                               403.183 METERS 2581800.8 |
 AA6983|---------------------------------------------------------------------|
 AA6983
 AA6983                          SUPERSEDED SURVEY CONTROL
 AA6983
 AA6983  ELLIP H (07/21/95)   32.45   (m)                       GP(       ) 3 2
 AA6983  NGVD 29 (07/21/95)   61.3    (m)          201.     (f) GPS OBS        
 AA6983
 AA6983.Superseded values are not recommended for survey control.
 AA6983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6983.See file dsdata.txt to determine how the superseded data were derived.
 AA6983
 AA6983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1870965329(NAD 83)
 AA6983_MARKER: DD = SURVEY DISK
 AA6983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6983_STAMPING: 32-35 1994
 AA6983_MARK LOGO: ALHD  
 AA6983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6983+STABILITY: SURFACE MOTION
 AA6983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6983+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6983
 AA6983  HISTORY     - Date     Condition        Report By
 AA6983  HISTORY     - 1994     MONUMENTED       ALHD
 AA6983
 AA6983                          STATION DESCRIPTION
 AA6983
 AA6983'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA6983'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6983'GREENE COUNTY ROAD NO. 156, ABOUT 10.35 MI (16.66 KM) NORTHWEST OF
 AA6983'KNOXVILLE AND ABOUT 9.65 MI (15.53 KM) NORTH-NORTHEAST OF UNION. TO
 AA6983'REACH THE STATION FROM EXIT 40 ON I-20 AND I-59 (MILE POST 43.05 ON
 AA6983'ALA 14), DRIVE NORTHWEST ON ALA 14 FOR 5.20 MI (8.37 KM) TO MILE POST
 AA6983'37.85 AND AN INTERSECTION WITH ALA 14 ON THE RIGHT AND ALA 39 AHEAD
 AA6983'(MILE POST 23.20 ON ALA 39), TURN RIGHT ON ALA 14 AND DRIVE NORTH AND
 AA6983'NORTHWEST FOR 9.05 MI (14.56 KM) TO MILE POST 28.80 AND THE GREENE
 AA6983'COUNTY ROAD NO. 60 ON THE RIGHT, TURN RIGHT ON GREENE COUNTY ROAD NO.
 AA6983'60 AND DRIVE NORTHEAST FOR 6.30 MI (10.14 KM) TO GREENE COUNTY ROAD
 AA6983'NO. 183 ON THE LEFT, TURN LEFT ON GREENE COUNTY ROAD NO. 183 AND DRIVE
 AA6983'NORTHEAST FOR 3.50 MI (5.63 KM) TO AN INTERSECTION WITH GREENE COUNTY
 AA6983'ROAD NO. 208 AHEAD AND ON THE RIGHT, CONTINUE NORTHEAST ON GREENE
 AA6983'COUNTY ROAD NO. 208 FOR 0.50 MI (0.80 KM) TO A T-INTERSECTION WITH
 AA6983'GREENE COUNTY ROAD NO. 156 LEFT AND RIGHT, TURN RIGHT ON GREENE COUNTY
 AA6983'ROAD NO. 156 AND DRIVE EAST FOR 4.25 MI (6.84 KM) TO THE STATION ON
 AA6983'THE LEFT. THE STATION IS 26.0 FT (7.9 M) SOUTH-SOUTHEAST OF THE NORTH
 AA6983'EDGE OF A POND, 34.9 FT (10.6 M) WEST OF A POWER POLE, 36.5 FT (11.1
 AA6983'M) NORTH-NORTHWEST OF THE CENTER OF GREENE COUNTY ROAD NO. 156, 77.0
 AA6983'FT (23.5 M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 122
 AA6983'ACROSS THE ROAD, 2.4 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST, AND
 AA6983'SET FLUSH WITH THE GROUND. STATION 32-34 1994 MAY BE USED AS AN
 AA6983'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3217 ***********************************************************************
 CN3217  DESIGNATION -  32 4
 CN3217  PID         -  CN3217
 CN3217  STATE/COUNTY-  AL/GREENE
 CN3217  USGS QUAD   -  FORKLAND (1979)
 CN3217
 CN3217                         *CURRENT SURVEY CONTROL
 CN3217  ___________________________________________________________________
 CN3217* NAD 83(1992)-  32 44 43.71563(N)    087 53 49.02003(W)     ADJUSTED  
 CN3217* NAVD 88     -        52.0    (meters)     171.     (feet)  VERTCON   
 CN3217  ___________________________________________________________________
 CN3217  X           -     197,055.596 (meters)                     COMP
 CN3217  Y           -  -5,366,198.205 (meters)                     COMP
 CN3217  Z           -   3,430,263.652 (meters)                     COMP
 CN3217  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 CN3217  ELLIP HEIGHT-          22.94  (meters)          (07/29/02) GPS OBS
 CN3217  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CN3217
 CN3217  HORZ ORDER  -  FIRST
 CN3217  ELLP ORDER  -  FOURTH    CLASS I
 CN3217
 CN3217.The horizontal coordinates were established by GPS observations
 CN3217.and adjusted by the National Geodetic Survey in December 1992..
 CN3217
 CN3217.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3217.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3217
 CN3217.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3217
 CN3217.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3217
 CN3217.The ellipsoidal height was determined by GPS observations
 CN3217.and is referenced to NAD 83.
 CN3217
 CN3217.The geoid height was determined by GEOID03.
 CN3217
 CN3217;                    North         East     Units Scale Factor Converg.
 CN3217;SPC AL W     -   304,456.847   562,799.956   MT  0.99995039   -0 12 53.0
 CN3217;UTM  16      - 3,623,426.820   415,969.482   MT  0.99968707   -0 29 06.7
 CN3217
 CN3217!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3217!SPC AL W     -   0.99999640  x   0.99995039  =   0.99994679
 CN3217!UTM  16      -   0.99999640  x   0.99968707  =   0.99968347
 CN3217
 CN3217                          SUPERSEDED SURVEY CONTROL
 CN3217
 CN3217  ELLIP H (12/04/92)   23.01   (m)                       GP(       ) 4 1
 CN3217  NAD 83(1986)-  32 44 43.72231(N)    087 53 49.02409(W) AD(       ) 1
 CN3217  NGVD 29 (12/04/92)   52.0    (m)          171.     (f) GPS OBS        
 CN3217
 CN3217.Superseded values are not recommended for survey control.
 CN3217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3217.See file dsdata.txt to determine how the superseded data were derived.
 CN3217
 CN3217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1596923427(NAD 83)
 CN3217_MARKER: DD = SURVEY DISK
 CN3217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3217_SP_SET: CONCRETE POST
 CN3217_STAMPING: 32-4 1991
 CN3217_MARK LOGO: ALHD  
 CN3217_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3217+STABILITY: SURFACE MOTION
 CN3217_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3217+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3217
 CN3217  HISTORY     - Date     Condition        Report By
 CN3217  HISTORY     - 1991     MONUMENTED       ALHD
 CN3217
 CN3217                          STATION DESCRIPTION
 CN3217
 CN3217'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3217'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3217'GREENE COUNTY ROAD NO. 40, ABOUT 10.46 KM (6.50 MI) SOUTH - SOUTHWEST
 CN3217'OF EUTAW AND ABOUT 12.07 KM (7.50 MI) NORTH - NORTHWEST OF FORKLAND.
 CN3217'TO REACH THE STATION FROM THE JUNCTION OF U. S 43 SOUTH AND ALA 14
 CN3217'(MILE POST 165.60 ON U. S. 43) IN EUTAW, DRIVE SOUTH ON U. S. 43
 CN3217'10.62 KM (6.60 MI) TO MILE POST 159.00 AND GREENE COUNTY ROAD NO. 148
 CN3217'LEFT AND RIGHT, TURN LEFT ON GREENE COUNTY ROAD NO. 148 AND DRIVE
 CN3217'EAST 0.97 KM (0.60 MI) TO THE STATION ON THE LEFT.
 CN3217'THE STATION IS 1.52 M (4.99 FT) SOUTH OF A FIVE STRAND BARBED WIRE
 CN3217'FENCE ON STEEL AND OLD WOOD POSTS, 10.12 M (33.20 FT) NORTH OF THE
 CN3217'CENTER OF GREENE COUNTY ROAD NO. 40, 16.67 M (54.69 FT) NORTHWEST OF
 CN3217'A GREENE COUNTY ROAD NO. 146 SIGN, 38.95 M (127.79 FT) NORTHEAST OF A
 CN3217'POWER POLE ACROSS GREENE COUNTY ROAD NO. 40, AND 47.24 M (154.99 FT)
 CN3217'WEST - NORTHWEST OF A TELEPHONE CABLE PEDESTAL ACROSS GREENE COUNTY
 CN3217'ROAD NO. 40 AND IS 5.7 FT (1.7 M) SOUTH OF A CARSONITE WITNESS POST.
 CN3217'STATION 32-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1596 ***********************************************************************
 CO1596  DESIGNATION -  32 5
 CO1596  PID         -  CO1596
 CO1596  STATE/COUNTY-  AL/GREENE
 CO1596  USGS QUAD   -  GAINESVILLE (1986)
 CO1596
 CO1596                         *CURRENT SURVEY CONTROL
 CO1596  ___________________________________________________________________
 CO1596* NAD 83(1992)-  32 50 05.66356(N)    088 07 56.14579(W)     ADJUSTED  
 CO1596* NAVD 88     -        38.6    (meters)     127.     (feet)  VERTCON   
 CO1596  ___________________________________________________________________
 CO1596  X           -     174,839.692 (meters)                     COMP
 CO1596  Y           -  -5,361,582.661 (meters)                     COMP
 CO1596  Z           -   3,438,593.938 (meters)                     COMP
 CO1596  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 CO1596  ELLIP HEIGHT-           9.52  (meters)          (07/29/02) GPS OBS
 CO1596  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CO1596
 CO1596  HORZ ORDER  -  FIRST
 CO1596  ELLP ORDER  -  FOURTH    CLASS I
 CO1596
 CO1596.The horizontal coordinates were established by GPS observations
 CO1596.and adjusted by the National Geodetic Survey in December 1992..
 CO1596
 CO1596.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1596
 CO1596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1596
 CO1596.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1596
 CO1596.The ellipsoidal height was determined by GPS observations
 CO1596.and is referenced to NAD 83.
 CO1596
 CO1596.The geoid height was determined by GEOID03.
 CO1596
 CO1596;                    North         East     Units Scale Factor Converg.
 CO1596;SPC AL W     -   314,481.427   540,806.666   MT  0.99997652   -0 20 34.2
 CO1596;UTM  16      - 3,633,552.703   394,029.322   MT  0.99973847   -0 36 50.4
 CO1596
 CO1596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1596!SPC AL W     -   0.99999851  x   0.99997652  =   0.99997503
 CO1596!UTM  16      -   0.99999851  x   0.99973847  =   0.99973698
 CO1596
 CO1596                          SUPERSEDED SURVEY CONTROL
 CO1596
 CO1596  ELLIP H (12/04/92)    9.57   (m)                       GP(       ) 4 1
 CO1596  NAD 83(1986)-  32 50 05.67007(N)    088 07 56.14938(W) AD(       ) 1
 CO1596  NGVD 29 (12/04/92)   38.6    (m)          127.     (f) GPS OBS        
 CO1596
 CO1596.Superseded values are not recommended for survey control.
 CO1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1596.See file dsdata.txt to determine how the superseded data were derived.
 CO1596
 CO1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9402933553(NAD 83)
 CO1596_MARKER: DD = SURVEY DISK
 CO1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1596_SP_SET: CONCRETE POST
 CO1596_STAMPING: 32-5 1991
 CO1596_MARK LOGO: ALHD  
 CO1596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1596+STABILITY: SURFACE MOTION
 CO1596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1596+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CO1596
 CO1596  HISTORY     - Date     Condition        Report By
 CO1596  HISTORY     - 1991     MONUMENTED       ALHD
 CO1596
 CO1596                          STATION DESCRIPTION
 CO1596
 CO1596'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CO1596'THE STATION IS LOCATED IN GREENE COUNTY IN THE REST AREA ON THE EAST
 CO1596'SIDE OF THE U. S. CORPS OF ENGINEERS GAINSVILLE LOCK ON THE TENNESSEE
 CO1596'- TOMBIGBEE WATERWAY, ABOUT 2.74 KM (1.70 MI) EAST - NORTHEAST OF
 CO1596'GAINSVILLE AND ABOUT 22.69 KM (14.10 MI) WEST OF EUTAW.
 CO1596'TO REACH THE STATION FROM THE JUNCTION OF ALA 39 AND GREENE COUNTY
 CO1596'ROAD NO. 77 (MILE POST 13.40 ON ALA 39) ABOUT 15.77 KM (9.80 MI)
 CO1596'SOUTHWEST OF THE JUNCTION OF ALA 14 AND ALA 39 IN CLINTON, DRIVE SOUTH
 CO1596'AND WEST 0.97 KM (0.60 MI) TO A PAVED CROSS ROAD, TURN LEFT ON THE
 CO1596'PAVED ROAD TO THE REST AREA AND DRIVE SOUTHEAST 0.40 KM (0.25 MI) TO
 CO1596'THE STATION ON THE RIGHT BETWEEN THE PARKING AREA AND THE CHANNEL.
 CO1596'THE STATION IS 1.52 M (4.99 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 CO1596'SIDEWALK ALONG THE SOUTHWEST SIDE OF THE PARKING AREA, 19.20 M
 CO1596'(62.99 FT) NORTHWEST OF THE NORTHWEST EDGE OF A SIDEWALK LEADING DOWN
 CO1596'TO THE EDGE OF THE CAHNNEL, 40.84 M (133.99 FT) EAST - SOUTHEAST OF A
 CO1596'BIRD HOUSE POLE, 44.99 M (147.60 FT) SOUTH - SOUTHEAST OF A NIGHT
 CO1596'LIGHT POLE BESIDE THE RESTROOM BUILDING, 49.16 M (161.29 FT)
 CO1596'SOUTHEAST OF THE SOUTHWEST CORNER OF THE RESTROOM BUILDING, AND 49.41
 CO1596'M (162.11 FT) SOUTH - SOUTHEAST OF THE NORTHEAST CORNER OF THE
 CO1596'RESTROOM BUILDING.
 CO1596'STATION 32-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1596'BEFORE USING THIS STATION AT ANYTIME NOTIFY LOCK MASTER AT U.S.CORPS
 CO1596'OF ENGINEERS OFFICE GAINESVILLE LOCK TO OBTAIN A KEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1586 ***********************************************************************
 CO1586  DESIGNATION -  32 6
 CO1586  PID         -  CO1586
 CO1586  STATE/COUNTY-  AL/GREENE
 CO1586  USGS QUAD   -  GAINESVILLE (1986)
 CO1586
 CO1586                         *CURRENT SURVEY CONTROL
 CO1586  ___________________________________________________________________
 CO1586* NAD 83(1992)-  32 50 16.50601(N)    088 08 18.87113(W)     ADJUSTED  
 CO1586* NAVD 88     -        40.94   (meters)     134.3    (feet)  N HEIGHT  
 CO1586  ___________________________________________________________________
 CO1586  X           -     174,243.156 (meters)                     COMP
 CO1586  Y           -  -5,361,422.845 (meters)                     COMP
 CO1586  Z           -   3,438,875.857 (meters)                     COMP
 CO1586  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CO1586  ELLIP HEIGHT-          11.87  (meters)          (08/29/05) GPS OBS
 CO1586  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CO1586  DYNAMIC HT  -          40.90  (meters)     134.2   (feet)  COMP
 CO1586  MODELED GRAV-     979,510.7   (mgal)                       NAVD 88
 CO1586
 CO1586  HORZ ORDER  -  A
 CO1586  VERT ORDER  -  THIRD
 CO1586  ELLP ORDER  -  FOURTH    CLASS I
 CO1586
 CO1586.The horizontal coordinates were established by GPS observations
 CO1586.and adjusted by the National Geodetic Survey in August 2005..
 CO1586
 CO1586.The orthometric height was determined by differential leveling
 CO1586.and adjusted by the National Geodetic Survey in February 1996..
 CO1586.The height was determined by precise leveling from only one NSRS
 CO1586.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CO1586.allowed ONLY to validate the GPS-derived height.
 CO1586
 CO1586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1586
 CO1586.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1586
 CO1586.The ellipsoidal height was determined by GPS observations
 CO1586.and is referenced to NAD 83.
 CO1586
 CO1586.The geoid height was determined by GEOID03.
 CO1586
 CO1586.The dynamic height is computed by dividing the NAVD 88
 CO1586.geopotential number by the normal gravity value computed on the
 CO1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1586.degrees latitude (g = 980.6199 gals.).
 CO1586
 CO1586.The modeled gravity was interpolated from observed gravity values.
 CO1586
 CO1586;                    North         East     Units Scale Factor Converg.
 CO1586;SPC AL W     -   314,818.979   540,217.681   MT  0.99997739   -0 20 46.6
 CO1586;UTM  16      - 3,633,892.959   393,442.080   MT  0.99974000   -0 37 02.9
 CO1586
 CO1586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1586!SPC AL W     -   0.99999814  x   0.99997739  =   0.99997553
 CO1586!UTM  16      -   0.99999814  x   0.99974000  =   0.99973814
 CO1586
 CO1586                          SUPERSEDED SURVEY CONTROL
 CO1586
 CO1586  ELLIP H (07/29/02)   11.88   (m)                       GP(       ) 4 1
 CO1586  NAD 83(1992)-  32 50 16.50882(N)    088 08 18.86398(W) AD(       ) 1
 CO1586  ELLIP H (12/04/92)   11.93   (m)                       GP(       ) 4 1
 CO1586  NAD 83(1986)-  32 50 16.51531(N)    088 08 18.86758(W) AD(       ) 1
 CO1586  NGVD 29 (??/??/??)   40.92   (m)          134.3    (f) N HEIGHT    3  
 CO1586
 CO1586.Superseded values are not recommended for survey control.
 CO1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1586.See file dsdata.txt to determine how the superseded data were derived.
 CO1586
 CO1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9344233893(NAD 83)
 CO1586_MARKER: DD = SURVEY DISK
 CO1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1586_SP_SET: CONCRETE POST
 CO1586_STAMPING: 32-6 1991
 CO1586_MARK LOGO: ALHD  
 CO1586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1586+STABILITY: SURFACE MOTION
 CO1586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1586+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 CO1586
 CO1586  HISTORY     - Date     Condition        Report By
 CO1586  HISTORY     - 1991     MONUMENTED       ALHD
 CO1586  HISTORY     - 19940301 GOOD             ALHD
 CO1586  HISTORY     - 20040412 GOOD             ALHD
 CO1586  HISTORY     - 20040624 GOOD             MAPTEC
 CO1586  HISTORY     - 20050719 GOOD             ALDOT
 CO1586
 CO1586                          STATION DESCRIPTION
 CO1586
 CO1586'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CO1586'THE STATION IS LOCATED IN GREENE COUNTY ON THE LEVEE ALONG THE WEST
 CO1586'SIDE OF THE U. S. CORPS OF ENGINEERS GAINSVILLE LOCK ON THE TENNESSEE
 CO1586'-TOMBIGBEE WATERWAY, ABOUT 2.41 KM (1.50 MI) EAST-NORTHEAST OF
 CO1586'GAINSVILLE AND ABOUT 23.17 KM (14.40 MI) WEST OF EUTAW.
 CO1586'TO REACH THE STATION FROM THE JUNCTION OF ALA 39 AND GREENE COUNTY
 CO1586'ROAD NO. 77 (MILE POST 13.40 ON ALA 39) ABOUT 15.77 KM (9.80 MI)
 CO1586'SOUTHWEST OF THE JUNCTION OF ALA 14 AND ALA 39 IN CLINTON, DRIVE
 CO1586'SOUTHWEST ON ALA 39 FOR 1.77 KM (1.10 MI) TO MILE POST 12.30 AND A
 CO1586'PAVED ROAD TO THE LOCK OFFICE ON THE LEFT, TURN LEFT ON THE PAVED
 CO1586'ROAD AND DRIVE SOUTHEAST AND EAST FOR 0.97 KM (0.60 MI) TO A PAVED
 CO1586'CROSS ROAD, TURN LEFT AND DRIVE NORTHWEST ALONG THE TOP OF THE LEVEE
 CO1586'FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 CO1586'THE STATION IS 4.88 M (16.01 FT) NORTHEAST OF THE CENTER OF THE PAVED
 CO1586'ROAD, 24.17 M (79.30 FT) WEST-NORTHWEST OF A U.S.C.E. CONTROL POINT,
 CO1586'39.65 M (130.09 FT) NORTH-NORTHWEST OF A TELEPHONE CABLE POLE, AND
 CO1586'54.19 M (177.79 FT) SOUTHEAST OF A TALL TELEPHONE CABLE POLE.
 CO1586'STATION 32-5 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1586'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY THE LOCK OPERATOR
 CO1586'IN THE LOCK OFFICE BUILDING 0.16 KM (0.10 MI) NORTHEAST OF THE PAVED
 CO1586'CROSS ROAD.
 CO1586'THE STATION IS LOCATED IN GREENE COUNTY ON THE LEVEE ALONG THE WEST
 CO1586'SIDE OF THE U. S. CORPS OF ENGINEERS GAINSVILLE LOCK ON THE TENNESSEE
 CO1586'- TOMBIGBEE WATERWAY, ABOUT 2.41 KM (1.50 MI) EAST - NORTHEAST OF
 CO1586'GAINSVILLE AND ABOUT 23.17 KM (14.40 MI) WEST OF EUTAW.
 CO1586'TO REACH THE STATION FROM THE JUNCTION OF ALA 39 AND GREENE COUNTY
 CO1586'ROAD NO. 77 (MILE POST 13.40 ON ALA 39) ABOUT 15.77 KM (9.80 MI)
 CO1586'SOUTHWEST OF THE JUNCTION OF ALA 14 AND ALA 39 IN CLINTON, DRIVE
 CO1586'SOUTHWEST ON ALA 39 1.77 KM (1.10 MI) TO MILE POST 12.30 AND A PAVED
 CO1586'ROAD TO THE LOCK OFFICE ON THE LEFT, TURN LEFT ON THE PAVED ROAD AND
 CO1586'DRIVE SOUTHEAST AND EAST 0.97 KM (0.60 MI) TO A PAVED CROSS ROAD,
 CO1586'TURN LEFT AND DRIVE NORTHWEST ALONG THE TOP OF THE LEVEE 0.16 KM
 CO1586'(0.10 MI) TO THE STATION ON THE RIGHT.
 CO1586'THE STATION IS 4.88 M (16.01 FT) NORTHEAST OF THE CENTER OF THE PAVED
 CO1586'ROAD, 24.17 M (79.30 FT) WEST - NORTHWEST OF A U. S. C. E. CONTROL
 CO1586'POINT, 39.65 M (130.09 FT) NORTH - NORTHWEST OF A TELEPHONE CABLE
 CO1586'POLE, AND 54.19 M (177.79 FT) SOUTHEAST OF A TALL TELEPHONE CABLE
 CO1586'POLE.
 CO1586'STATION 32-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1586'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY THE LOCK OPERATOR
 CO1586'IN THE LOCK OFFICE BUILDING 0.16 KM (0.10 MI) NORTHEAST OF THE PAVED
 CO1586'CROSS ROAD.
 CO1586
 CO1586                          STATION RECOVERY (1994)
 CO1586
 CO1586'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 CO1586'RECOVERED AS DESCRIBED.
 CO1586
 CO1586                          STATION RECOVERY (2004)
 CO1586
 CO1586'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CO1586'RECOVERED IN GOOD CONDITION.
 CO1586
 CO1586                          STATION RECOVERY (2004)
 CO1586
 CO1586'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (ERR)
 CO1586'RECOVERED AS DESCRIBED.
 CO1586
 CO1586                          STATION RECOVERY (2005)
 CO1586
 CO1586'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CO1586'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3165 ***********************************************************************
 CN3165  DESIGNATION -  32 7
 CN3165  PID         -  CN3165
 CN3165  STATE/COUNTY-  AL/GREENE
 CN3165  USGS QUAD   -  KNOXVILLE (1980)
 CN3165
 CN3165                         *CURRENT SURVEY CONTROL
 CN3165  ___________________________________________________________________
 CN3165* NAD 83(1992)-  32 59 24.24712(N)    087 47 23.72500(W)     ADJUSTED  
 CN3165* NAVD 88     -        83.4    (meters)     274.     (feet)  VERTCON   
 CN3165  ___________________________________________________________________
 CN3165  X           -     206,512.417 (meters)                     COMP
 CN3165  Y           -  -5,351,136.735 (meters)                     COMP
 CN3165  Z           -   3,453,064.423 (meters)                     COMP
 CN3165  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 CN3165  ELLIP HEIGHT-          54.31  (meters)          (07/29/02) GPS OBS
 CN3165  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CN3165
 CN3165  HORZ ORDER  -  FIRST
 CN3165  ELLP ORDER  -  FOURTH    CLASS I
 CN3165
 CN3165.The horizontal coordinates were established by GPS observations
 CN3165.and adjusted by the National Geodetic Survey in December 1992..
 CN3165
 CN3165.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3165
 CN3165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3165
 CN3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3165
 CN3165.The ellipsoidal height was determined by GPS observations
 CN3165.and is referenced to NAD 83.
 CN3165
 CN3165.The geoid height was determined by GEOID03.
 CN3165
 CN3165;                    North         East     Units Scale Factor Converg.
 CN3165;SPC AL W     -   331,548.439   572,904.430   MT  0.99994238   -0 09 28.3
 CN3165;UTM  16      - 3,650,462.968   426,199.402   MT  0.99966715   -0 25 48.5
 CN3165
 CN3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3165!SPC AL W     -   0.99999147  x   0.99994238  =   0.99993385
 CN3165!UTM  16      -   0.99999147  x   0.99966715  =   0.99965863
 CN3165
 CN3165:                Primary Azimuth Mark                     Grid Az
 CN3165:SPC AL W     -  32 8                                     014 37 19.9
 CN3165:UTM  16      -  32 8                                     014 53 40.1
 CN3165
 CN3165|---------------------------------------------------------------------|
 CN3165| PID    Reference Object                     Distance      Geod. Az  |
 CN3165|                                                           dddmmss.s |
 CN3165| CN3166 32 8                                442.277 METERS 0142751.6 |
 CN3165|---------------------------------------------------------------------|
 CN3165
 CN3165                          SUPERSEDED SURVEY CONTROL
 CN3165
 CN3165  ELLIP H (12/04/92)   54.38   (m)                       GP(       ) 4 1
 CN3165  NAD 83(1986)-  32 59 24.25270(N)    087 47 23.72843(W) AD(       ) 1
 CN3165  NGVD 29 (12/04/92)   83.4    (m)          274.     (f) GPS OBS        
 CN3165
 CN3165.Superseded values are not recommended for survey control.
 CN3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3165.See file dsdata.txt to determine how the superseded data were derived.
 CN3165
 CN3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2619950463(NAD 83)
 CN3165_MARKER: DD = SURVEY DISK
 CN3165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3165_SP_SET: CONCRETE POST
 CN3165_STAMPING: 32-7 1990
 CN3165_MARK LOGO: ALHD  
 CN3165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3165+STABILITY: SURFACE MOTION
 CN3165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3165+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1991
 CN3165
 CN3165  HISTORY     - Date     Condition        Report By
 CN3165  HISTORY     - 1990     MONUMENTED       ALHD
 CN3165  HISTORY     - 19910514 GOOD
 CN3165
 CN3165                          STATION DESCRIPTION
 CN3165
 CN3165'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3165'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3165'GREENE COUNTY ROAD NO. 63, ABOUT 11.43 KM (7.10 MI) EAST OF UNION AND
 CN3165'ABOUT 18.83 KM (11.70 MI) NORTHEAST OF EUTAW.
 CN3165'TO REACH THE STATION FROM THE EXIT 52 ON I - 20 AND I - 59 AT U. S. 11
 CN3165'AND U. S. 43 (MILE POST 57.15 ON U. S. 11 AND U. S. 43) AT KNOXVILLE,
 CN3165'DRIVE NORTH ON U. S. 11 AND U. S. 43 0.40 KM (0.25 MI) TO MILE POST
 CN3165'57.40, GREENE COUNTY ROAD NO. 63, AND THE STATION ON THE LEFT.
 CN3165'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 CN3165'OF U. S. 11 AND U. S. 43 AND GREENE COUNTY ROAD NO. 63, 9.57 M
 CN3165'(31.40 FT) NORTH - NORTHWEST OF THE CENTER OF GREENE COUNTY ROAD NO.
 CN3165'63, 22.07 M (72.41 FT) WEST OF A BEULAH BAPTIST CHURCH SIGN, 37.86 M
 CN3165'(124.21 FT) WEST - SOUTHWEST OF THE CENTERLINE OF U. S. 11 AND U. S.
 CN3165'43, 0.46 M (1.51 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 CN3165'WITH THE GROUND.
 CN3165'STATION 32-8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3165
 CN3165                          STATION RECOVERY (1991)
 CN3165
 CN3165'RECOVERED 1991
 CN3165'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3166 ***********************************************************************
 CN3166  DESIGNATION -  32 8
 CN3166  PID         -  CN3166
 CN3166  STATE/COUNTY-  AL/GREENE
 CN3166  USGS QUAD   -  KNOXVILLE (1980)
 CN3166
 CN3166                         *CURRENT SURVEY CONTROL
 CN3166  ___________________________________________________________________
 CN3166* NAD 83(1992)-  32 59 38.14855(N)    087 47 19.46974(W)     ADJUSTED  
 CN3166* NAVD 88     -        88.2    (meters)     289.     (feet)  VERTCON   
 CN3166  ___________________________________________________________________
 CN3166  X           -     206,613.967 (meters)                     COMP
 CN3166  Y           -  -5,350,903.439 (meters)                     COMP
 CN3166  Z           -   3,453,426.218 (meters)                     COMP
 CN3166  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CN3166  ELLIP HEIGHT-          59.07  (meters)          (07/29/02) GPS OBS
 CN3166  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CN3166
 CN3166  HORZ ORDER  -  FIRST
 CN3166  ELLP ORDER  -  FOURTH    CLASS I
 CN3166
 CN3166.The horizontal coordinates were established by GPS observations
 CN3166.and adjusted by the National Geodetic Survey in December 1992..
 CN3166
 CN3166.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3166
 CN3166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3166
 CN3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3166
 CN3166.The ellipsoidal height was determined by GPS observations
 CN3166.and is referenced to NAD 83.
 CN3166
 CN3166.The geoid height was determined by GEOID03.
 CN3166
 CN3166;                    North         East     Units Scale Factor Converg.
 CN3166;SPC AL W     -   331,976.367   573,016.074   MT  0.99994231   -0 09 26.0
 CN3166;UTM  16      - 3,650,890.243   426,313.047   MT  0.99966695   -0 25 46.3
 CN3166
 CN3166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3166!SPC AL W     -   0.99999073  x   0.99994231  =   0.99993304
 CN3166!UTM  16      -   0.99999073  x   0.99966695  =   0.99965768
 CN3166
 CN3166:                Primary Azimuth Mark                     Grid Az
 CN3166:SPC AL W     -  32 7                                     194 37 19.9
 CN3166:UTM  16      -  32 7                                     194 53 40.2
 CN3166
 CN3166|---------------------------------------------------------------------|
 CN3166| PID    Reference Object                     Distance      Geod. Az  |
 CN3166|                                                           dddmmss.s |
 CN3166| CN3165 32 7                                442.277 METERS 1942753.9 |
 CN3166|---------------------------------------------------------------------|
 CN3166
 CN3166                          SUPERSEDED SURVEY CONTROL
 CN3166
 CN3166  ELLIP H (12/04/92)   59.14   (m)                       GP(       ) 4 1
 CN3166  NAD 83(1986)-  32 59 38.15414(N)    087 47 19.47317(W) AD(       ) 1
 CN3166  NGVD 29 (12/04/92)   88.2    (m)          289.     (f) GPS OBS        
 CN3166
 CN3166.Superseded values are not recommended for survey control.
 CN3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3166.See file dsdata.txt to determine how the superseded data were derived.
 CN3166
 CN3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2631350890(NAD 83)
 CN3166_MARKER: DD = SURVEY DISK
 CN3166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3166_SP_SET: CONCRETE POST
 CN3166_STAMPING: 32-8 1990
 CN3166_MARK LOGO: ALHD  
 CN3166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3166+STABILITY: SURFACE MOTION
 CN3166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3166+SATELLITE: SATELLITE OBSERVATIONS - May 09, 1991
 CN3166
 CN3166  HISTORY     - Date     Condition        Report By
 CN3166  HISTORY     - 1990     MONUMENTED       ALHD
 CN3166  HISTORY     - 19910509 GOOD
 CN3166
 CN3166                          STATION DESCRIPTION
 CN3166
 CN3166'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3166'THE STATION IS LOCATED IN GREENE COUNTY ON THE EAST RIGHT OF WAY OF U.
 CN3166'S. 11 AND U. S. 43, ABOUT 11.59 KM (7.20 MI) EAST OF UNION AND ABOUT
 CN3166'19.23 KM (11.95 MI) NORTHEAST OF EUTAW.
 CN3166'TO REACH THE STATION FROM THE EXIT 52 ON I - 20 AND I - 59 AT U. S. 11
 CN3166'AND U. S. 43 (MILE POST 57.15 ON U. S. 11 AND U. S. 43) AT KNOXVILLE,
 CN3166'DRIVE NORTH ON U. S. 11 AND U. S. 43 0.89 KM (0.55 MI) TO MILE POST
 CN3166'57.70 AND THE STATION ON THE RIGHT.
 CN3166'THE STATION IS 12.74 M (41.80 FT) EAST OF THE CENTERLINE OF U. S. 11
 CN3166'AND U. S. 43, 26.43 M (86.71 FT) WEST - NORTHWEST OF A POWER POLE IN
 CN3166'A FIELD, 0.55 M (1.80 FT) WEST - NORTHWEST OF A CARSONITE WITNESS
 CN3166'POST, AND SET FLUSH WITH THE GROUND.
 CN3166'STATION 32-7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3166
 CN3166                          STATION RECOVERY (1991)
 CN3166
 CN3166'RECOVERED 1991
 CN3166'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2133 ***********************************************************************
 DJ2133  DESIGNATION -  32 9
 DJ2133  PID         -  DJ2133
 DJ2133  STATE/COUNTY-  AL/GREENE
 DJ2133  USGS QUAD   -  PLEASANT RIDGE (1980)
 DJ2133
 DJ2133                         *CURRENT SURVEY CONTROL
 DJ2133  ___________________________________________________________________
 DJ2133* NAD 83(1992)-  33 01 05.00364(N)    088 05 17.95437(W)     ADJUSTED  
 DJ2133* NAVD 88     -        92.3    (meters)     303.     (feet)  VERTCON   
 DJ2133  ___________________________________________________________________
 DJ2133  X           -     178,584.813 (meters)                     COMP
 DJ2133  Y           -  -5,350,457.386 (meters)                     COMP
 DJ2133  Z           -   3,455,672.436 (meters)                     COMP
 DJ2133  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DJ2133  ELLIP HEIGHT-          63.28  (meters)          (07/29/02) GPS OBS
 DJ2133  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DJ2133
 DJ2133  HORZ ORDER  -  FIRST
 DJ2133  ELLP ORDER  -  FOURTH    CLASS I
 DJ2133
 DJ2133.The horizontal coordinates were established by GPS observations
 DJ2133.and adjusted by the National Geodetic Survey in December 1992..
 DJ2133
 DJ2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2133
 DJ2133.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2133
 DJ2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2133
 DJ2133.The ellipsoidal height was determined by GPS observations
 DJ2133.and is referenced to NAD 83.
 DJ2133
 DJ2133.The geoid height was determined by GEOID03.
 DJ2133
 DJ2133;                    North         East     Units Scale Factor Converg.
 DJ2133;SPC AL W     -   334,768.667   545,034.014   MT  0.99997057   -0 19 14.1
 DJ2133;UTM  16      - 3,653,814.783   398,351.830   MT  0.99972740   -0 35 35.1
 DJ2133
 DJ2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2133!SPC AL W     -   0.99999007  x   0.99997057  =   0.99996064
 DJ2133!UTM  16      -   0.99999007  x   0.99972740  =   0.99971747
 DJ2133
 DJ2133|---------------------------------------------------------------------|
 DJ2133| PID    Reference Object                     Distance      Geod. Az  |
 DJ2133|                                                           dddmmss.s |
 DJ2133| DJ1833 PLEASANT                            370.233 METERS 13222     |
 DJ2133|---------------------------------------------------------------------|
 DJ2133
 DJ2133                          SUPERSEDED SURVEY CONTROL
 DJ2133
 DJ2133  ELLIP H (12/04/92)   63.35   (m)                       GP(       ) 4 1
 DJ2133  NAD 83(1986)-  33 01 05.01055(N)    088 05 17.95796(W) AD(       ) 1
 DJ2133  NGVD 29 (12/04/92)   92.2    (m)          302.     (f) GPS OBS        
 DJ2133
 DJ2133.Superseded values are not recommended for survey control.
 DJ2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2133.See file dsdata.txt to determine how the superseded data were derived.
 DJ2133
 DJ2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9835253815(NAD 83)
 DJ2133_MARKER: DD = SURVEY DISK
 DJ2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2133_SP_SET: CONCRETE POST
 DJ2133_STAMPING: 32-9 1990
 DJ2133_MARK LOGO: ALHD  
 DJ2133_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2133+STABILITY: SURFACE MOTION
 DJ2133_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2133+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1991
 DJ2133
 DJ2133  HISTORY     - Date     Condition        Report By
 DJ2133  HISTORY     - 1990     MONUMENTED       ALHD
 DJ2133  HISTORY     - 19910507 GOOD
 DJ2133
 DJ2133                          STATION DESCRIPTION
 DJ2133
 DJ2133'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DJ2133'THE STATION IS LOCATED IN GREENE COUNTY ON THE NORTHEAST RIGHT OF WAY
 DJ2133'OF ALA 14, ABOUT 14.08 KM (8.75 MI) SOUTHEAST OF ALICEVILLE AND ABOUT
 DJ2133'26.96 KM (16.75 MI) NORTHWEST OF EUTAW.
 DJ2133'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 17 (MILE POST
 DJ2133'19.00 ON ALA 14) IN ALICEVILLE, DRIVE SOUTHEAST ON ALA 14 15.13 KM
 DJ2133'(9.40 MI) TO MILE POST 28.40 AND THE STATION ON THE LEFT.
 DJ2133'THE STATION IS 11.43 M (37.50 FT) NORTH - NORTHEAST OF THE CENTERLINE
 DJ2133'OF ALA 14, 12.50 M (41.01 FT) SOUTHEAST OF THE CENTER OF A GRAVEL
 DJ2133'DRIVEWAY, 36.27 M (119.00 FT) WEST - NORTHWEST OF A JUNCTION POWER
 DJ2133'POLE, 0.55 M (1.80 FT) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 DJ2133'FLUSH WITH THE GROUND.
 DJ2133'TRIANGULATION STATION PLEASANT 1955 MAY BE USED AS AN AZIMUTH FOR THIS
 DJ2133'STATION.
 DJ2133
 DJ2133                          STATION RECOVERY (1991)
 DJ2133
 DJ2133'RECOVERED 1991
 DJ2133'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0802 ***********************************************************************
 CM0802  DESIGNATION -  32 ALA
 CM0802  PID         -  CM0802
 CM0802  STATE/COUNTY-  AL/MACON
 CM0802  USGS QUAD   -  CREEK STAND (1985)
 CM0802
 CM0802                         *CURRENT SURVEY CONTROL
 CM0802  ___________________________________________________________________
 CM0802* NAD 83(1986)-  32 16 43.     (N)    085 27 04.     (W)     SCALED    
 CM0802* NAVD 88     -       124.063  (meters)     407.03   (feet)  ADJUSTED  
 CM0802  ___________________________________________________________________
 CM0802  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CM0802  DYNAMIC HT  -         123.919 (meters)     406.56  (feet)  COMP
 CM0802  MODELED GRAV-     979,475.5   (mgal)                       NAVD 88
 CM0802
 CM0802  VERT ORDER  -  SECOND    CLASS 0
 CM0802
 CM0802.The horizontal coordinates were scaled from a topographic map and have
 CM0802.an estimated accuracy of +/- 6 seconds.
 CM0802
 CM0802.The orthometric height was determined by differential leveling
 CM0802.and adjusted by the National Geodetic Survey in June 1991..
 CM0802
 CM0802.The geoid height was determined by GEOID03.
 CM0802
 CM0802.The dynamic height is computed by dividing the NAVD 88
 CM0802.geopotential number by the normal gravity value computed on the
 CM0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0802.degrees latitude (g = 980.6199 gals.).
 CM0802
 CM0802.The modeled gravity was interpolated from observed gravity values.
 CM0802
 CM0802;                    North         East    Units  Estimated Accuracy
 CM0802;SPC AL E     -   197,260.      236,010.      MT  (+/- 180 meters Scaled)
 CM0802
 CM0802                          SUPERSEDED SURVEY CONTROL
 CM0802
 CM0802  NGVD 29 (??/??/92)  124.063  (m)          407.03   (f) ADJ UNCH    2 0
 CM0802
 CM0802.Superseded values are not recommended for survey control.
 CM0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0802.See file dsdata.txt to determine how the superseded data were derived.
 CM0802
 CM0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA458723(NAD 83)
 CM0802_MARKER: DD = SURVEY DISK
 CM0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0802+STABILITY: SURFACE MOTION
 CM0802
 CM0802  HISTORY     - Date     Condition        Report By
 CM0802  HISTORY     - UNK      MONUMENTED       USGS
 CM0802  HISTORY     - 1955     MARK NOT FOUND   USGS
 CM0802
 CM0802                          STATION DESCRIPTION
 CM0802
 CM0802'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 CM0802'3.7 MI NW FROM HURTSBORO.
 CM0802'U.S.G.S. NO. 32 ALA. 1934 IS LOCATED 3.7 MILES NORTHWEST OF
 CM0802'THE SEABOARD AIR LINE DEPOT AT HURTSBORO, IN THE FORK IN THE
 CM0802'ROAD MADE BY A SIDE ROAD LEADING TO THE NORTH, 38.0 FEET NORTH OF
 CM0802'TUSKEGEE ROAD (CENTERLINE OF), 25.0 FEET SOUTHWEST OF CENTERLINE
 CM0802'OF SIDE ROAD.  STANDARD TABLET SET IN TOP OF CONCRETE POST 4
 CM0802'INCHES HIGH.
 CM0802
 CM0802                          STATION RECOVERY (1955)
 CM0802
 CM0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1955
 CM0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2048 ***********************************************************************
 BH2048  DESIGNATION -  320
 BH2048  PID         -  BH2048
 BH2048  STATE/COUNTY-  AL/MOBILE
 BH2048  USGS QUAD   -  SEMMES (1985)
 BH2048
 BH2048                         *CURRENT SURVEY CONTROL
 BH2048  ___________________________________________________________________
 BH2048* NAD 83(1992)-  30 51 33.43389(N)    088 19 11.24392(W)     ADJUSTED  
 BH2048* NAVD 88     -        77.59   (+/-2cm)     254.6    (feet)  VERTCON   
 BH2048  ___________________________________________________________________
 BH2048  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BH2048  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 BH2048
 BH2048  HORZ ORDER  -  SECOND
 BH2048  VERT ORDER  -  THIRD ? (See Below)
 BH2048
 BH2048.The horizontal coordinates were established by classical geodetic methods
 BH2048.and adjusted by the National Geodetic Survey in May 1994..
 BH2048
 BH2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2048.The vertical order pertains to the NGVD 29 superseded value.
 BH2048
 BH2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2048
 BH2048.The geoid height was determined by GEOID03.
 BH2048
 BH2048;                    North         East     Units Scale Factor Converg.
 BH2048;SPC AL W     -    95,541.709   521,595.784   MT  1.00000914   -0 25 13.9
 BH2048;SPC MS E     -   150,789.833   349,115.307   MT  0.99997975   +0 15 48.3
 BH2048;SPC MS E     -   494,716.31  1,145,389.14   sFT  0.99997975   +0 15 48.3
 BH2048;UTM  16      - 3,414,753.124   373,814.893   MT  0.99979641   -0 40 37.4
 BH2048
 BH2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2048!SPC AL W     -   0.99999230  x   1.00000914  =   1.00000144
 BH2048!SPC MS E     -   0.99999230  x   0.99997975  =   0.99997205
 BH2048!UTM  16      -   0.99999230  x   0.99979641  =   0.99978871
 BH2048
 BH2048                          SUPERSEDED SURVEY CONTROL
 BH2048
 BH2048  NAD 83(1992)-  30 51 33.43375(N)    088 19 11.24323(W) AD(       ) 2
 BH2048  NAD 83(1986)-  30 51 33.45162(N)    088 19 11.24713(W) AD(       ) 2
 BH2048  NAD 27      -  30 51 32.78300(N)    088 19 11.21800(W) AD(       ) 2
 BH2048  NGVD 29 (07/19/86)   77.57   (m)          254.5    (f) LEVELING    3  
 BH2048
 BH2048.Superseded values are not recommended for survey control.
 BH2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2048.See file dsdata.txt to determine how the superseded data were derived.
 BH2048
 BH2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7381514753(NAD 83)
 BH2048_MARKER: DD = SURVEY DISK
 BH2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2048+STABILITY: SURFACE MOTION
 BH2048
 BH2048  HISTORY     - Date     Condition        Report By
 BH2048  HISTORY     - 1939     MONUMENTED       ALGS
 BH2048  HISTORY     - 1942     GOOD             CGS
 BH2048
 BH2048                          STATION DESCRIPTION
 BH2048
 BH2048'DESCRIBED BY ALABAMA GEODETIC SURVEY 1939
 BH2048'SEE STATION JUNIPER.
 BH2048
 BH2048                          STATION RECOVERY (1942)
 BH2048
 BH2048'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2048'THIS TRAVERSE STATION IS LOCATED ABOUT 1-1/2 MILES W OF JUNIPER
 BH2048'CREEK, 3.5 MILES NE OF WILMER BY ROAD, 39 FEET N OF THE CENTER LINE
 BH2048'OF THE WILMER-GEORGETOWN DIRT ROAD, NEAR THE TOP OF A SMALL TIMBERED
 BH2048'RIDGE, AND 27.54 METERS (90.39 FEET) SW OF U.S.C. AND G.S. STATION
 BH2048'JUNIPER.  DISK IS SET IN A ROUND CONCRETE MARKER THAT PROJECTS 6
 BH2048'INCHES ABOVE GROUND.  MARK IS 1 FOOT IN DIAMETER AND IS STAMPED
 BH2048'320.
 BH2048'
 BH2048'A TRAVERSE CONNECTION WAS MADE FROM U.S.C. AND G.S. STATION JUNIPER
 BH2048'TO STATE SURVEY BENCH MARK 320.
 BH2048'
 BH2048'TO REACH STATION FROM POST OFFICE AT WILMER, GO E ON HIGHWAY 42 FOR
 BH2048'0.3 MILE AND TURN LEFT ON T-ROAD WHICH IS LOCALLY KNOWN AS THE
 BH2048'WILMER-GEORGETOWN ROAD, GO 0.3 MILE TO RAILROAD TRACKS, CONTINUE 2.8
 BH2048'MILES TO BRIDGE, CONTINUE 0.9 MILE TO STATION ON LEFT SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0028 ***********************************************************************
 BH0028  DESIGNATION -  320 3
 BH0028  PID         -  BH0028
 BH0028  STATE/COUNTY-  AL/MOBILE
 BH0028  USGS QUAD   -  CHICKASAW (1982)
 BH0028
 BH0028                         *CURRENT SURVEY CONTROL
 BH0028  ___________________________________________________________________
 BH0028* NAD 83(1986)-  30 45 16.     (N)    088 06 20.     (W)     SCALED    
 BH0028* NAVD 88     -        12.257  (meters)      40.21   (feet)  POSTED    
 BH0028  ___________________________________________________________________
 BH0028  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH0028  DYNAMIC HT  -          12.240 (meters)      40.16  (feet)  COMP
 BH0028  MODELED GRAV-     979,336.8   (mgal)                       NAVD 88
 BH0028
 BH0028  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BH0028
 BH0028.The horizontal coordinates were scaled from a topographic map and have
 BH0028.an estimated accuracy of +/- 6 seconds.
 BH0028
 BH0028.The orthometric height was determined by differential leveling
 BH0028.and adjusted by the National Geodetic Survey in 1992..
 BH0028.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BH0028.rate of 1.1 thru 2.0 mm/km.
 BH0028
 BH0028.The geoid height was determined by GEOID03.
 BH0028
 BH0028.The dynamic height is computed by dividing the NAVD 88
 BH0028.geopotential number by the normal gravity value computed on the
 BH0028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0028.degrees latitude (g = 980.6199 gals.).
 BH0028
 BH0028.The modeled gravity was interpolated from observed gravity values.
 BH0028
 BH0028;                    North         East    Units  Estimated Accuracy
 BH0028;SPC AL W     -    83,790.      542,020.      MT  (+/- 180 meters Scaled)
 BH0028
 BH0028                          SUPERSEDED SURVEY CONTROL
 BH0028
 BH0028  NGVD 29 (??/??/??)   12.280  (m)           40.29   (f) ADJUSTED    1 2
 BH0028
 BH0028.Superseded values are not recommended for survey control.
 BH0028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0028.See file dsdata.txt to determine how the superseded data were derived.
 BH0028
 BH0028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV941029(NAD 83)
 BH0028_MARKER: DD = SURVEY DISK
 BH0028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0028_STAMPING: 320-3
 BH0028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0028+STABILITY: SURFACE MOTION
 BH0028
 BH0028  HISTORY     - Date     Condition        Report By
 BH0028  HISTORY     - UNK      MONUMENTED       CGS
 BH0028  HISTORY     - 1940     GOOD             CGS
 BH0028  HISTORY     - 1951     MARK NOT FOUND   CGS
 BH0028
 BH0028                          STATION DESCRIPTION
 BH0028
 BH0028'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BH0028'IN WHISTLER.
 BH0028'AT WHISTLER, ALONG GULF, MOBILE AND OHIO RAILROAD, ABOUT 0.1 MILE
 BH0028'NORTH-WEST OF MILE-POST NO. 5, 165.5 FEET WEST OF A WHITE FILLING
 BH0028'STATION, 10 FEET WEST OF CENTER-LINE OF MAIN TRACK, 1 FOOT NORTH OF A
 BH0028'WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD DISK SET IN THE TOP
 BH0028'OF A CONCRETE POST FLUSH WITH THE GROUND.
 BH0028
 BH0028                          STATION RECOVERY (1951)
 BH0028
 BH0028'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 BH0028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0027 ***********************************************************************
 BH0027  DESIGNATION -  320 4
 BH0027  PID         -  BH0027
 BH0027  STATE/COUNTY-  AL/MOBILE
 BH0027  USGS QUAD   -  CHICKASAW (1982)
 BH0027
 BH0027                         *CURRENT SURVEY CONTROL
 BH0027  ___________________________________________________________________
 BH0027* NAD 83(1986)-  30 45 08.     (N)    088 06 10.     (W)     SCALED    
 BH0027* NAVD 88     -        11.913  (meters)      39.08   (feet)  POSTED    
 BH0027  ___________________________________________________________________
 BH0027  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH0027  DYNAMIC HT  -          11.900 (meters)      39.04  (feet)  COMP
 BH0027  MODELED GRAV-     979,337.1   (mgal)                       NAVD 88
 BH0027
 BH0027  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BH0027
 BH0027.The horizontal coordinates were scaled from a topographic map and have
 BH0027.an estimated accuracy of +/- 6 seconds.
 BH0027
 BH0027.The orthometric height was determined by differential leveling
 BH0027.and adjusted by the National Geodetic Survey in 1992..
 BH0027.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BH0027.rate of 1.1 thru 2.0 mm/km.
 BH0027
 BH0027.The geoid height was determined by GEOID03.
 BH0027
 BH0027.The dynamic height is computed by dividing the NAVD 88
 BH0027.geopotential number by the normal gravity value computed on the
 BH0027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0027.degrees latitude (g = 980.6199 gals.).
 BH0027
 BH0027.The modeled gravity was interpolated from observed gravity values.
 BH0027
 BH0027;                    North         East    Units  Estimated Accuracy
 BH0027;SPC AL W     -    83,540.      542,290.      MT  (+/- 180 meters Scaled)
 BH0027
 BH0027                          SUPERSEDED SURVEY CONTROL
 BH0027
 BH0027  NGVD 29 (??/??/??)   11.911  (m)           39.08   (f) ADJUSTED    1 2
 BH0027
 BH0027.Superseded values are not recommended for survey control.
 BH0027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0027.See file dsdata.txt to determine how the superseded data were derived.
 BH0027
 BH0027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV944026(NAD 83)
 BH0027_MARKER: DD = SURVEY DISK
 BH0027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0027_STAMPING: 320 4
 BH0027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0027+STABILITY: SURFACE MOTION
 BH0027
 BH0027  HISTORY     - Date     Condition        Report By
 BH0027  HISTORY     - UNK      MONUMENTED       ALGS
 BH0027  HISTORY     - 1951     GOOD             CGS
 BH0027  HISTORY     - 1955     GOOD             CGS
 BH0027
 BH0027                          STATION DESCRIPTION
 BH0027
 BH0027'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0027'IN WHISTLER.
 BH0027'AT WHISTLER, ABOUT 0.4 MILE SOUTHEAST ALONG THE GULF, MOBILE AND OHIO
 BH0027'RAILROAD FROM THE POST OFFICE AND WATER TOWER AT WHISTLER, 61 FEET
 BH0027'NORTHWEST OF MILE POST 5, 50 FEET NORTHEAST OF NORTHEAST RAIL OF MAIN
 BH0027'TRACK, 33 FEET NORTHEAST OF NORTHEAST RAIL OF A SIDE TRACK, 34 FEET
 BH0027'SOUTHWEST OF CENTER LINE OF TURNER ROAD, 25 FEET SOUTHWEST OF CENTER
 BH0027'LINE OF A GRADED STREET PARALLEL TO BLACK TOP ROAD, 39 1/2 FEET SOUTH
 BH0027'OF CENTER OF JUNCTION OF TURNER ROAD AND GRADED STREET, 27 FEET
 BH0027'SOUTHEAST OF A TELEPHONE POLE, 1 FOOT NORTHEAST OF A WHITE WOODEN
 BH0027'WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE
 BH0027'POST PROJECTING 2 INCHES.
 BH0027
 BH0027                          STATION RECOVERY (1955)
 BH0027
 BH0027'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0110 ***********************************************************************
 BH0110  DESIGNATION -  325 1
 BH0110  PID         -  BH0110
 BH0110  STATE/COUNTY-  AL/MOBILE
 BH0110  USGS QUAD   -  THEODORE (1982)
 BH0110
 BH0110                         *CURRENT SURVEY CONTROL
 BH0110  ___________________________________________________________________
 BH0110* NAD 83(1986)-  30 30 27.     (N)    088 14 03.     (W)     SCALED    
 BH0110* NAVD 88     -        40.723  (meters)     133.61   (feet)  ADJUSTED  
 BH0110  ___________________________________________________________________
 BH0110  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0110  DYNAMIC HT  -          40.669 (meters)     133.43  (feet)  COMP
 BH0110  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 BH0110
 BH0110  VERT ORDER  -  FIRST     CLASS I
 BH0110
 BH0110.The horizontal coordinates were scaled from a topographic map and have
 BH0110.an estimated accuracy of +/- 6 seconds.
 BH0110
 BH0110.The orthometric height was determined by differential leveling
 BH0110.and adjusted by the National Geodetic Survey in June 1991..
 BH0110
 BH0110.The geoid height was determined by GEOID03.
 BH0110
 BH0110.The dynamic height is computed by dividing the NAVD 88
 BH0110.geopotential number by the normal gravity value computed on the
 BH0110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0110.degrees latitude (g = 980.6199 gals.).
 BH0110
 BH0110.The modeled gravity was interpolated from observed gravity values.
 BH0110
 BH0110;                    North         East    Units  Estimated Accuracy
 BH0110;SPC AL W     -    56,490.      529,530.      MT  (+/- 180 meters Scaled)
 BH0110
 BH0110                          SUPERSEDED SURVEY CONTROL
 BH0110
 BH0110  NGVD 29 (??/??/??)   40.679  (m)          133.46   (f) ADJUSTED    1 1
 BH0110
 BH0110.Superseded values are not recommended for survey control.
 BH0110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0110.See file dsdata.txt to determine how the superseded data were derived.
 BH0110
 BH0110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU815756(NAD 83)
 BH0110_MARKER: DD = SURVEY DISK
 BH0110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0110_STAMPING: 325-1
 BH0110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0110+STABILITY: SURFACE MOTION
 BH0110
 BH0110  HISTORY     - Date     Condition        Report By
 BH0110  HISTORY     - UNK      MONUMENTED       ALGS
 BH0110  HISTORY     - 1968     GOOD             CGS
 BH0110
 BH0110                          STATION DESCRIPTION
 BH0110
 BH0110'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0110'IN IRVINGTON.
 BH0110'AT IRVINGTON, ABOUT 120 YARDS SOUTH ALONG COUNTY ROAD 39 FROM THE
 BH0110'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD, 48 1/2 FEET
 BH0110'SOUTHWEST OF THE CENTER OF A ROAD INTERSECTION, IN SECTION 24, R 3 W,
 BH0110'T 6 S, 25 FEET SOUTH OF THE CENTER LINE OF A ROAD LEADING WEST, 18.7
 BH0110'FEET SOUTHWEST OF THE SOUTH END OF AN 18-INCH PIPE CULVERT UNDER THE
 BH0110'ROAD WEST, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BH0110'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 BH0110'ABOVE THE LEVEL OF THE GROUND.  SLANTING DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0817 ***********************************************************************
 BT0817  DESIGNATION -  325.47
 BT0817  PID         -  BT0817
 BT0817  STATE/COUNTY-  AL/HOUSTON
 BT0817  USGS QUAD   -  DOTHAN WEST (1981)
 BT0817
 BT0817                         *CURRENT SURVEY CONTROL
 BT0817  ___________________________________________________________________
 BT0817* NAD 83(1986)-  31 14 09.     (N)    085 26 07.     (W)     SCALED    
 BT0817* NAVD 88     -        98.821  (meters)     324.22   (feet)  ADJUSTED  
 BT0817  ___________________________________________________________________
 BT0817  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BT0817  DYNAMIC HT  -          98.698 (meters)     323.81  (feet)  COMP
 BT0817  MODELED GRAV-     979,398.0   (mgal)                       NAVD 88
 BT0817
 BT0817  VERT ORDER  -  SECOND    CLASS 0
 BT0817
 BT0817.The horizontal coordinates were scaled from a topographic map and have
 BT0817.an estimated accuracy of +/- 6 seconds.
 BT0817
 BT0817.The orthometric height was determined by differential leveling
 BT0817.and adjusted by the National Geodetic Survey in June 1991..
 BT0817
 BT0817.The geoid height was determined by GEOID03.
 BT0817
 BT0817.The dynamic height is computed by dividing the NAVD 88
 BT0817.geopotential number by the normal gravity value computed on the
 BT0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0817.degrees latitude (g = 980.6199 gals.).
 BT0817
 BT0817.The modeled gravity was interpolated from observed gravity values.
 BT0817
 BT0817;                    North         East    Units  Estimated Accuracy
 BT0817;SPC AL E     -    81,650.      237,920.      MT  (+/- 180 meters Scaled)
 BT0817
 BT0817                          SUPERSEDED SURVEY CONTROL
 BT0817
 BT0817  NGVD 29 (??/??/92)   98.922  (m)          324.55   (f) ADJ UNCH    2 0
 BT0817
 BT0817.Superseded values are not recommended for survey control.
 BT0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0817.See file dsdata.txt to determine how the superseded data were derived.
 BT0817
 BT0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV490567(NAD 83)
 BT0817_MARKER: DD = SURVEY DISK
 BT0817_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0817_SP_SET: CONCRETE LANDING
 BT0817_STAMPING: USED 325.47
 BT0817_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0817
 BT0817  HISTORY     - Date     Condition        Report By
 BT0817  HISTORY     - UNK      MONUMENTED       DOD
 BT0817  HISTORY     - 1958     GOOD             NGS
 BT0817
 BT0817                          STATION DESCRIPTION
 BT0817
 BT0817'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BT0817'AT DOTHAN.
 BT0817'RECOVERED AS DESCRIBED WITH THE FOLLOWING EXCEPTION.  THERE IS
 BT0817'NO STAMPING ON THE DISK.  A RUBBING WAS PERFORMED BY THIS PARTY
 BT0817'AND IS SUBMITTED WITH THIS RECOVERY NOTE.  2.9 MILES WEST OF THE
 BT0817'COURTHOUSE AT DOTHAN, HOUSTON COUNTY, AT DOTHAN MUNICIPAL
 BT0817'AIRPORT, AT THE SOUTHWEST CORNER OF THE HANGAR, 47 FEET NORTH OF A
 BT0817'GRASS TAXIWAY, 5.4 FEET SOUTH OF THE SOUTHWEST EDGE OF THE HANGAR,
 BT0817'IN THE TOP OF A CONCRETE RAMP, AND 12.4 FEET EAST OF THE EDGE OF
 BT0817'THE CONCRETE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 BT0817'STAMPED USED 325.47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1696 ***********************************************************************
 BU1696  DESIGNATION -  325+95
 BU1696  PID         -  BU1696
 BU1696  STATE/COUNTY-  AL/CLARKE
 BU1696  USGS QUAD   -  BASHI (1981)
 BU1696
 BU1696                         *CURRENT SURVEY CONTROL
 BU1696  ___________________________________________________________________
 BU1696* NAD 83(1986)-  31 59 02.     (N)    087 45 26.     (W)     SCALED    
 BU1696* NAVD 88     -        98.002  (meters)     321.53   (feet)  ADJUSTED  
 BU1696  ___________________________________________________________________
 BU1696  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU1696  DYNAMIC HT  -          97.887 (meters)     321.15  (feet)  COMP
 BU1696  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 BU1696
 BU1696  VERT ORDER  -  SECOND    CLASS 0
 BU1696
 BU1696.The horizontal coordinates were scaled from a topographic map and have
 BU1696.an estimated accuracy of +/- 6 seconds.
 BU1696
 BU1696.The orthometric height was determined by differential leveling
 BU1696.and adjusted by the National Geodetic Survey in June 1991..
 BU1696
 BU1696.The geoid height was determined by GEOID03.
 BU1696
 BU1696.The dynamic height is computed by dividing the NAVD 88
 BU1696.geopotential number by the normal gravity value computed on the
 BU1696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1696.degrees latitude (g = 980.6199 gals.).
 BU1696
 BU1696.The modeled gravity was interpolated from observed gravity values.
 BU1696
 BU1696;                    North         East    Units  Estimated Accuracy
 BU1696;SPC AL W     -   219,970.      575,690.      MT  (+/- 180 meters Scaled)
 BU1696
 BU1696                          SUPERSEDED SURVEY CONTROL
 BU1696
 BU1696  NGVD 29 (??/??/92)   97.958  (m)          321.38   (f) ADJ UNCH    2 0
 BU1696
 BU1696.Superseded values are not recommended for survey control.
 BU1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1696.See file dsdata.txt to determine how the superseded data were derived.
 BU1696
 BU1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA284389(NAD 83)
 BU1696_MARKER: B = BOLT
 BU1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1696+STABILITY: SURFACE MOTION
 BU1696
 BU1696  HISTORY     - Date     Condition        Report By
 BU1696  HISTORY     - UNK      MONUMENTED       ALHD
 BU1696  HISTORY     - 1935     GOOD             NGS
 BU1696  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1696
 BU1696                          STATION DESCRIPTION
 BU1696
 BU1696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BU1696'5.9 MI NW FROM THOMASVILLE.
 BU1696'5.9 MILES NORTHWEST OF SOUTHERN RR STATION AT THOMASVILLE 40 FEET WEST
 BU1696'OF STATE HIGHWAY 13, AT THE NORTH END OF A CURVE GOING SOUTH. TOP OF
 BU1696'BOLT SET IN CONCRETE POST.
 BU1696
 BU1696                          STATION RECOVERY (1973)
 BU1696
 BU1696'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0759 ***********************************************************************
 EF0759  DESIGNATION -  33
 EF0759  PID         -  EF0759
 EF0759  STATE/COUNTY-  AL/LAUDERDALE
 EF0759  USGS QUAD   -  ROGERSVILLE (1974)
 EF0759
 EF0759                         *CURRENT SURVEY CONTROL
 EF0759  ___________________________________________________________________
 EF0759* NAD 83(1986)-  34 48 56.     (N)    087 22 01.     (W)     SCALED    
 EF0759* NAVD 88     -       156.643  (meters)     513.92   (feet)  POSTED    
 EF0759  ___________________________________________________________________
 EF0759  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EF0759  DYNAMIC HT  -         156.500 (meters)     513.45  (feet)  COMP
 EF0759  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EF0759
 EF0759  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0759
 EF0759.The horizontal coordinates were scaled from a topographic map and have
 EF0759.an estimated accuracy of +/- 6 seconds.
 EF0759
 EF0759.The orthometric height was determined by differential leveling
 EF0759.and adjusted by the National Geodetic Survey in 1992..
 EF0759.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0759.rate of 0.0 thru 1.0 mm/km.
 EF0759
 EF0759.The geoid height was determined by GEOID03.
 EF0759
 EF0759.The dynamic height is computed by dividing the NAVD 88
 EF0759.geopotential number by the normal gravity value computed on the
 EF0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0759.degrees latitude (g = 980.6199 gals.).
 EF0759
 EF0759.The modeled gravity was interpolated from observed gravity values.
 EF0759
 EF0759;                    North         East    Units  Estimated Accuracy
 EF0759;SPC AL W     -   533,990.      612,170.      MT  (+/- 180 meters Scaled)
 EF0759
 EF0759                          SUPERSEDED SURVEY CONTROL
 EF0759
 EF0759.No superseded survey control is available for this station.
 EF0759
 EF0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD664526(NAD 83)
 EF0759_MARKER: B = BOLT
 EF0759_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0759_SP_SET: PIER
 EF0759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0759
 EF0759  HISTORY     - Date     Condition        Report By
 EF0759  HISTORY     - UNK      MONUMENTED       USE
 EF0759  HISTORY     - 1933     GOOD             NGS
 EF0759  HISTORY     - 1934     GOOD             NGS
 EF0759
 EF0759                          STATION DESCRIPTION
 EF0759
 EF0759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0759'18.0 MI SE FROM FLORENCE.
 EF0759'ABOUT 18.0 MILES UPSTREAM FROM FLORENCE, LAUDERDALE COUNTY, AT THE
 EF0759'EAST END OF THE ABANDONED RAILROAD BRIDGE OVER SECOND CREEK, IN THE
 EF0759'TOP OF AN ABUTMENT PIER 30 INCHES NORTH OF THE SOUTH FACE, AND 6
 EF0759'INCHES EAST OF THE WEST FACE.  A COPPER BOLT.
 EF0759
 EF0759                          STATION RECOVERY (1934)
 EF0759
 EF0759'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF0759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3218 ***********************************************************************
 CN3218  DESIGNATION -  33 1
 CN3218  PID         -  CN3218
 CN3218  STATE/COUNTY-  AL/HALE
 CN3218  USGS QUAD   -  CASEMORE (1986)
 CN3218
 CN3218                         *CURRENT SURVEY CONTROL
 CN3218  ___________________________________________________________________
 CN3218* NAD 83(1992)-  32 30 24.29692(N)    087 41 42.14951(W)     ADJUSTED  
 CN3218* NAVD 88     -        58.9    (meters)     193.     (feet)  VERTCON   
 CN3218  ___________________________________________________________________
 CN3218  X           -     216,538.953 (meters)                     COMP
 CN3218  Y           -  -5,379,738.758 (meters)                     COMP
 CN3218  Z           -   3,407,970.552 (meters)                     COMP
 CN3218  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CN3218  ELLIP HEIGHT-          30.09  (meters)          (07/29/02) GPS OBS
 CN3218  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CN3218
 CN3218  HORZ ORDER  -  FIRST
 CN3218  ELLP ORDER  -  FOURTH    CLASS I
 CN3218
 CN3218.The horizontal coordinates were established by GPS observations
 CN3218.and adjusted by the National Geodetic Survey in December 1992..
 CN3218
 CN3218.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3218.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3218
 CN3218.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3218
 CN3218.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3218
 CN3218.The ellipsoidal height was determined by GPS observations
 CN3218.and is referenced to NAD 83.
 CN3218
 CN3218.The geoid height was determined by GEOID03.
 CN3218
 CN3218;                    North         East     Units Scale Factor Converg.
 CN3218;SPC AL W     -   277,931.320   581,673.205   MT  0.99993747   -0 06 17.3
 CN3218;UTM  16      - 3,596,820.078   434,712.571   MT  0.99965256   -0 22 24.7
 CN3218
 CN3218!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3218!SPC AL W     -   0.99999528  x   0.99993747  =   0.99993275
 CN3218!UTM  16      -   0.99999528  x   0.99965256  =   0.99964784
 CN3218
 CN3218                          SUPERSEDED SURVEY CONTROL
 CN3218
 CN3218  ELLIP H (12/04/92)   30.14   (m)                       GP(       ) 4 1
 CN3218  NAD 83(1986)-  32 30 24.30498(N)    087 41 42.15444(W) AD(       ) 1
 CN3218  NGVD 29 (12/04/92)   58.9    (m)          193.     (f) GPS OBS        
 CN3218
 CN3218.Superseded values are not recommended for survey control.
 CN3218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3218.See file dsdata.txt to determine how the superseded data were derived.
 CN3218
 CN3218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3471396820(NAD 83)
 CN3218_MARKER: DD = SURVEY DISK
 CN3218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3218_SP_SET: CONCRETE POST
 CN3218_STAMPING: 33-1 1991
 CN3218_MARK LOGO: ALHD  
 CN3218_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3218+STABILITY: SURFACE MOTION
 CN3218_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3218+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3218
 CN3218  HISTORY     - Date     Condition        Report By
 CN3218  HISTORY     - 1991     MONUMENTED       ALHD
 CN3218
 CN3218                          STATION DESCRIPTION
 CN3218
 CN3218'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3218'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTH RIGHT OF WAY OF U.
 CN3218'S. 80, ABOUT 8.20 MI (13.20 KM) EAST OF DEMOPOLIS AND ABOUT 11.40 MI
 CN3218'(18.35 KM) WEST - NORTHWEST OF UNIONTOWN.
 CN3218'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE JUNCTION OF U.
 CN3218'S. 80 AND ALA 69 MILE POST 45.05 ON U. S. 80 IN PRAIRIEVILLE.
 CN3218'THE STATION IS 71.9 FT (21.9 M) WEST - NORTHWEST OF THE WEST END OF A
 CN3218'24-INCH PIPE UNDER ALA 69, 82.8 FT (25.2 M) WEST OF THE WEST POST OF
 CN3218'A U. S. 80 EAST AND WEST AND AN ALA 69 SOUTH ARROW DIRECTION SIGN,
 CN3218'91.2 FT (27.8 M) NORTH OF THE NORTH POST OF A U. S. 80 WEST AND ALA
 CN3218'69 SOUTH ROUTE MARKER SIGN, 112.5 FT (34.3 M) WEST OF THE CENTERLINE
 CN3218'OF ALA 69, 121.8 FT (37.1 M) NORTH OF THE CENTERLINE OF THE WEST
 CN3218'BOUND LANES OF U. S. 80, AND 1.9 FT (0.6 M) SOUTH-SOUTHWEST OF THE
 CN3218'CARSONITE WITNESS POST.
 CN3218'STATION 33-2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6987 ***********************************************************************
 AA6987  DESIGNATION -  33 10
 AA6987  PID         -  AA6987
 AA6987  STATE/COUNTY-  AL/HALE
 AA6987  USGS QUAD   -  NEWBERN (1980)
 AA6987
 AA6987                         *CURRENT SURVEY CONTROL
 AA6987  ___________________________________________________________________
 AA6987* NAD 83(1992)-  32 31 24.01186(N)    087 35 31.49058(W)     ADJUSTED  
 AA6987* NAVD 88     -        61.1    (meters)     200.     (feet)  VERTCON   
 AA6987  ___________________________________________________________________
 AA6987  X           -     226,164.548 (meters)                     COMP
 AA6987  Y           -  -5,378,354.810 (meters)                     COMP
 AA6987  Z           -   3,409,522.823 (meters)                     COMP
 AA6987  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AA6987  ELLIP HEIGHT-          32.17  (meters)          (07/29/02) GPS OBS
 AA6987  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA6987
 AA6987  HORZ ORDER  -  FIRST
 AA6987  ELLP ORDER  -  FOURTH    CLASS I
 AA6987
 AA6987.The horizontal coordinates were established by GPS observations
 AA6987.and adjusted by the National Geodetic Survey in July 1995..
 AA6987
 AA6987.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6987
 AA6987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6987
 AA6987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6987
 AA6987.The ellipsoidal height was determined by GPS observations
 AA6987.and is referenced to NAD 83.
 AA6987
 AA6987.The geoid height was determined by GEOID03.
 AA6987
 AA6987;                    North         East     Units Scale Factor Converg.
 AA6987;SPC AL W     -   279,757.655   591,349.363   MT  0.99993426   -0 02 58.2
 AA6987;UTM  16      - 3,598,600.485   444,394.376   MT  0.99963813   -0 19 06.0
 AA6987
 AA6987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6987!SPC AL W     -   0.99999495  x   0.99993426  =   0.99992921
 AA6987!UTM  16      -   0.99999495  x   0.99963813  =   0.99963308
 AA6987
 AA6987:                Primary Azimuth Mark                     Grid Az
 AA6987:SPC AL W     -  33 9                                     261 32 56.1
 AA6987:UTM  16      -  33 9                                     261 49 03.9
 AA6987
 AA6987|---------------------------------------------------------------------|
 AA6987| PID    Reference Object                     Distance      Geod. Az  |
 AA6987|                                                           dddmmss.s |
 AA6987| AA6986 33 9                                439.545 METERS 2612957.9 |
 AA6987|---------------------------------------------------------------------|
 AA6987
 AA6987                          SUPERSEDED SURVEY CONTROL
 AA6987
 AA6987  ELLIP H (07/21/95)   32.21   (m)                       GP(       ) 3 2
 AA6987  NGVD 29 (07/21/95)   61.1    (m)          200.     (f) GPS OBS        
 AA6987
 AA6987.Superseded values are not recommended for survey control.
 AA6987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6987.See file dsdata.txt to determine how the superseded data were derived.
 AA6987
 AA6987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4439498600(NAD 83)
 AA6987_MARKER: DD = SURVEY DISK
 AA6987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6987_STAMPING: 33-10 1994
 AA6987_MARK LOGO: ALHD  
 AA6987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6987+STABILITY: SURFACE MOTION
 AA6987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6987+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6987
 AA6987  HISTORY     - Date     Condition        Report By
 AA6987  HISTORY     - 1994     MONUMENTED       ALHD
 AA6987
 AA6987                          STATION DESCRIPTION
 AA6987
 AA6987'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6987'THE STATION IS LOCATED IN HALE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA6987'HALE COUNTY ROAD NO. 12 , ABOUT 6.30 MI (10.14 KM) SOUTHWEST OF
 AA6987'NEWBERN AND ABOUT 12.50 SOUTH OF GREENSBORO. TO REACH THE STATION FROM
 AA6987'THE JUNCTION OF U.S. 80 AND ALA 25 (MILE POST 36.15 ON ALA 25 AND MILE
 AA6987'POST 51.70 ON U.S. 80) AT FAUNSDALE, DRIVE NORTH ON ALA 25 FOR 3.70 MI
 AA6987'(5.95 KM) TO MILE POST 39.85 AND HALE COUNTY ROAD NO. 12 ON THE RIGHT,
 AA6987'TURN RIGHT ON HALE COUNTY ROAD NO. 12 AND DRIVE EAST FOR 0.25 MI (0.40
 AA6987'KM) TO THE STATION ON THE RIGHT. THE STATION IS 9.3 FT (2.8 M) NORTH
 AA6987'OF A THREE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 32.3 FT
 AA6987'(9.8 M) SOUTH OF THE CENTERLINE OF HALE COUNTY ROAD NO. 12, 141.0 FT
 AA6987'(43.0 M) EAST-NORTHEAST OF A POWER POLE, 146.2 FT (44.6 M) WEST OF A
 AA6987'JUNCTION POWER POLE WITH ONE GUY WIRE, 157.8 FT (48.1 M)
 AA6987'WEST-SOUTHWEST OF OF RED PLASTIC MAIL BOX RESEMBLING A BARN ON A FOUR
 AA6987'BY FOUR-INCH TREATED WOOD POST, 190.0 FT (57.9 M) WEST-SOUTHWEST OF
 AA6987'THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE ACROSS THE
 AA6987'ROAD, 7.4 FT (2.3 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA6987'WITH THE GROUND. STATION 33-9 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6987'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6988 ***********************************************************************
 AA6988  DESIGNATION -  33 11
 AA6988  PID         -  AA6988
 AA6988  STATE/COUNTY-  AL/HALE
 AA6988  USGS QUAD   -  NEWBERN (1980)
 AA6988
 AA6988                         *CURRENT SURVEY CONTROL
 AA6988  ___________________________________________________________________
 AA6988* NAD 83(1992)-  32 36 34.92344(N)    087 35 31.78237(W)     ADJUSTED  
 AA6988* NAVD 88     -        61.4    (meters)     201.     (feet)  VERTCON   
 AA6988  ___________________________________________________________________
 AA6988  X           -     225,940.352 (meters)                     COMP
 AA6988  Y           -  -5,373,204.340 (meters)                     COMP
 AA6988  Z           -   3,417,594.524 (meters)                     COMP
 AA6988  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AA6988  ELLIP HEIGHT-          32.24  (meters)          (07/29/02) GPS OBS
 AA6988  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA6988
 AA6988  HORZ ORDER  -  FIRST
 AA6988  ELLP ORDER  -  FOURTH    CLASS I
 AA6988
 AA6988.The horizontal coordinates were established by GPS observations
 AA6988.and adjusted by the National Geodetic Survey in July 1995..
 AA6988
 AA6988.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6988
 AA6988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6988
 AA6988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6988
 AA6988.The ellipsoidal height was determined by GPS observations
 AA6988.and is referenced to NAD 83.
 AA6988
 AA6988.The geoid height was determined by GEOID03.
 AA6988
 AA6988;                    North         East     Units Scale Factor Converg.
 AA6988;SPC AL W     -   289,334.553   591,350.041   MT  0.99993426   -0 02 58.8
 AA6988;UTM  16      - 3,608,174.438   444,440.027   MT  0.99963806   -0 19 08.9
 AA6988
 AA6988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6988!SPC AL W     -   0.99999494  x   0.99993426  =   0.99992920
 AA6988!UTM  16      -   0.99999494  x   0.99963806  =   0.99963300
 AA6988
 AA6988:                Primary Azimuth Mark                     Grid Az
 AA6988:SPC AL W     -  33 12                                    000 08 50.3
 AA6988:UTM  16      -  33 12                                    000 25 00.4
 AA6988
 AA6988|---------------------------------------------------------------------|
 AA6988| PID    Reference Object                     Distance      Geod. Az  |
 AA6988|                                                           dddmmss.s |
 AA6988| AA6989 33 12                               420.978 METERS 0000551.5 |
 AA6988|---------------------------------------------------------------------|
 AA6988
 AA6988                          SUPERSEDED SURVEY CONTROL
 AA6988
 AA6988  ELLIP H (07/21/95)   32.28   (m)                       GP(       ) 3 2
 AA6988  NGVD 29 (07/21/95)   61.3    (m)          201.     (f) GPS OBS        
 AA6988
 AA6988.Superseded values are not recommended for survey control.
 AA6988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6988.See file dsdata.txt to determine how the superseded data were derived.
 AA6988
 AA6988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4444008174(NAD 83)
 AA6988_MARKER: DD = SURVEY DISK
 AA6988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6988_STAMPING: 33-11 1994
 AA6988_MARK LOGO: ALHD  
 AA6988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6988+STABILITY: SURFACE MOTION
 AA6988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6988+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6988
 AA6988  HISTORY     - Date     Condition        Report By
 AA6988  HISTORY     - 1994     MONUMENTED       ALHD
 AA6988
 AA6988                          STATION DESCRIPTION
 AA6988
 AA6988'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6988'THE STATION IS LOCATED IN HALE COUNTY ON THE EAST RIGHT OF WAY OF ALA
 AA6988'25, ABOUT 3.50 MI (5.63 KM) WEST-NORTHWEST OF NEWBERN AND ABOUT 6.50
 AA6988'SOUTH OF GREENSBORO. TO REACH THE STATION FROM THE JUNCTION OF U.S. 80
 AA6988'AND ALA 25 (MILE POST 36.15 ON ALA 25 AND MILE POST 51.70 ON U.S. 80)
 AA6988'AT FAUNSDALE, DRIVE NORTH ON ALA 25 FOR 9.75 MI (15.69 KM) TO MILE
 AA6988'POST 45.90 AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA6988'WEST OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD AND STEEL
 AA6988'POSTS, 37.3 FT (11.4 M) EAST OF THE CENTERLINE OF ALA 25, 116.0 FT
 AA6988'(35.4 M) NORTHEAST OF A POWER POLE ACROSS THE ROAD, 125.0 FT (38.1 M)
 AA6988'SOUTH OF A WHITE PLASTIC NEWSPAPER BOX ON A RUSTY METAL POST, 150.0 FT
 AA6988'(45.7 M) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A BRICK
 AA6988'HOUSE, 159.5 FT (48.6 M) SOUTH-SOUTHEAST OF A BLACK METAL MAIL BOX ON
 AA6988'A FOUR BY FOUR-INCH TREATED WOOD POST ACROSS THE ROAD, 3.3 FT (1.0 M)
 AA6988'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA6988'STATION 33-12 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6989 ***********************************************************************
 AA6989  DESIGNATION -  33 12
 AA6989  PID         -  AA6989
 AA6989  STATE/COUNTY-  AL/HALE
 AA6989  USGS QUAD   -  NEWBERN (1980)
 AA6989
 AA6989                         *CURRENT SURVEY CONTROL
 AA6989  ___________________________________________________________________
 AA6989* NAD 83(1992)-  32 36 48.58936(N)    087 35 31.75485(W)     ADJUSTED  
 AA6989* NAVD 88     -        62.3    (meters)     204.     (feet)  VERTCON   
 AA6989  ___________________________________________________________________
 AA6989  X           -     225,931.569 (meters)                     COMP
 AA6989  Y           -  -5,372,978.393 (meters)                     COMP
 AA6989  Z           -   3,417,949.623 (meters)                     COMP
 AA6989  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA6989  ELLIP HEIGHT-          33.15  (meters)          (07/29/02) GPS OBS
 AA6989  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA6989
 AA6989  HORZ ORDER  -  FIRST
 AA6989  ELLP ORDER  -  FOURTH    CLASS I
 AA6989
 AA6989.The horizontal coordinates were established by GPS observations
 AA6989.and adjusted by the National Geodetic Survey in July 1995..
 AA6989
 AA6989.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6989
 AA6989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6989
 AA6989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6989
 AA6989.The ellipsoidal height was determined by GPS observations
 AA6989.and is referenced to NAD 83.
 AA6989
 AA6989.The geoid height was determined by GEOID03.
 AA6989
 AA6989;                    North         East     Units Scale Factor Converg.
 AA6989;SPC AL W     -   289,755.502   591,351.123   MT  0.99993426   -0 02 58.8
 AA6989;UTM  16      - 3,608,595.252   444,443.089   MT  0.99963806   -0 19 09.0
 AA6989
 AA6989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6989!SPC AL W     -   0.99999480  x   0.99993426  =   0.99992906
 AA6989!UTM  16      -   0.99999480  x   0.99963806  =   0.99963286
 AA6989
 AA6989:                Primary Azimuth Mark                     Grid Az
 AA6989:SPC AL W     -  33 11                                    180 08 50.4
 AA6989:UTM  16      -  33 11                                    180 25 00.6
 AA6989
 AA6989|---------------------------------------------------------------------|
 AA6989| PID    Reference Object                     Distance      Geod. Az  |
 AA6989|                                                           dddmmss.s |
 AA6989| AA6988 33 11                               420.978 METERS 1800551.6 |
 AA6989|---------------------------------------------------------------------|
 AA6989
 AA6989                          SUPERSEDED SURVEY CONTROL
 AA6989
 AA6989  ELLIP H (07/21/95)   33.20   (m)                       GP(       ) 3 2
 AA6989  NGVD 29 (07/21/95)   62.2    (m)          204.     (f) GPS OBS        
 AA6989
 AA6989.Superseded values are not recommended for survey control.
 AA6989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6989.See file dsdata.txt to determine how the superseded data were derived.
 AA6989
 AA6989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4444308595(NAD 83)
 AA6989_MARKER: DD = SURVEY DISK
 AA6989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6989_STAMPING: 33-12 1994
 AA6989_MARK LOGO: ALHD  
 AA6989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6989+STABILITY: SURFACE MOTION
 AA6989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6989+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AA6989
 AA6989  HISTORY     - Date     Condition        Report By
 AA6989  HISTORY     - 1994     MONUMENTED       ALHD
 AA6989  HISTORY     - 20050201 GOOD             ALPCO
 AA6989
 AA6989                          STATION DESCRIPTION
 AA6989
 AA6989'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6989'THE STATION IS LOCATED IN HALE COUNTY ON THE EAST RIGHT OF WAY OF ALA
 AA6989'25, ABOUT 3.55 MI (5.71 KM) WEST-NORTHWEST OF NEWBERN AND ABOUT 6.25
 AA6989'SOUTH OF GREENSBORO. TO REACH THE STATION FROM THE JUNCTION OF U.S. 80
 AA6989'AND ALA 25 (MILE POST 36.15 ON ALA 25 AND MILE POST 51.70 ON U.S. 80)
 AA6989'AT FAUNSDALE, DRIVE NORTH ON ALA 25 FOR 10.00 MI (16.09 KM) TO MILE
 AA6989'POST 46.15 AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA6989'WEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED
 AA6989'WOOD POSTS, 38.9 FT (11.9 M) EAST OF THE CENTERLINE OF ALA 25, 64.0 FT
 AA6989'(19.5 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A BRICK
 AA6989'HOUSE, 82.5 FT (25.1 M) NORTHEAST OF A METAL MAIL BOX ON A SIX-INCH
 AA6989'WOOD POST, 85.5 FT (26.1 M) NORTH OF A CABLE POLE, 147.6 FT (45.0 M)
 AA6989'NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 59 ACROSS THE ROAD, 152.0 FT
 AA6989'(46.3 M) NORTHEAST OF A POWER POLE ACROSS THE ROAD, 3.6 FT (1.1 M)
 AA6989'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA6989'STATION 33-11 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA6989
 AA6989                          STATION RECOVERY (2005)
 AA6989
 AA6989'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (WF)
 AA6989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6990 ***********************************************************************
 AA6990  DESIGNATION -  33 13
 AA6990  PID         -  AA6990
 AA6990  STATE/COUNTY-  AL/HALE
 AA6990  USGS QUAD   -  CASEMORE (1986)
 AA6990
 AA6990                         *CURRENT SURVEY CONTROL
 AA6990  ___________________________________________________________________
 AA6990* NAD 83(1992)-  32 36 07.15340(N)    087 40 40.11583(W)     ADJUSTED  
 AA6990* NAVD 88     -        43.7    (meters)     143.     (feet)  VERTCON   
 AA6990  ___________________________________________________________________
 AA6990  X           -     217,926.080 (meters)                     COMP
 AA6990  Y           -  -5,373,981.756 (meters)                     COMP
 AA6990  Z           -   3,416,864.342 (meters)                     COMP
 AA6990  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA6990  ELLIP HEIGHT-          14.52  (meters)          (07/29/02) GPS OBS
 AA6990  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA6990
 AA6990  HORZ ORDER  -  FIRST
 AA6990  ELLP ORDER  -  FOURTH    CLASS I
 AA6990
 AA6990.The horizontal coordinates were established by GPS observations
 AA6990.and adjusted by the National Geodetic Survey in July 1995..
 AA6990
 AA6990.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6990
 AA6990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6990
 AA6990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6990
 AA6990.The ellipsoidal height was determined by GPS observations
 AA6990.and is referenced to NAD 83.
 AA6990
 AA6990.The geoid height was determined by GEOID03.
 AA6990
 AA6990;                    North         East     Units Scale Factor Converg.
 AA6990;SPC AL W     -   288,489.363   583,309.983   MT  0.99993677   -0 05 44.9
 AA6990;UTM  16      - 3,607,367.301   436,398.430   MT  0.99964988   -0 21 54.8
 AA6990
 AA6990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6990!SPC AL W     -   0.99999772  x   0.99993677  =   0.99993449
 AA6990!UTM  16      -   0.99999772  x   0.99964988  =   0.99964760
 AA6990
 AA6990:                Primary Azimuth Mark                     Grid Az
 AA6990:SPC AL W     -  33 14                                    026 53 18.4
 AA6990:UTM  16      -  33 14                                    027 09 28.3
 AA6990
 AA6990|---------------------------------------------------------------------|
 AA6990| PID    Reference Object                     Distance      Geod. Az  |
 AA6990|                                                           dddmmss.s |
 AA6990| AA6991 33 14                               APPROX. 0.5 KM 0264733.5 |
 AA6990|---------------------------------------------------------------------|
 AA6990
 AA6990                          SUPERSEDED SURVEY CONTROL
 AA6990
 AA6990  ELLIP H (07/21/95)   14.57   (m)                       GP(       ) 3 2
 AA6990  NGVD 29 (07/21/95)   43.6    (m)          143.     (f) GPS OBS        
 AA6990
 AA6990.Superseded values are not recommended for survey control.
 AA6990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6990.See file dsdata.txt to determine how the superseded data were derived.
 AA6990
 AA6990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3639807367(NAD 83)
 AA6990_MARKER: DD = SURVEY DISK
 AA6990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6990_STAMPING: 33-13 1994
 AA6990_MARK LOGO: ALHD  
 AA6990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6990+STABILITY: SURFACE MOTION
 AA6990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6990+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6990
 AA6990  HISTORY     - Date     Condition        Report By
 AA6990  HISTORY     - 1994     MONUMENTED       ALHD
 AA6990
 AA6990                          STATION DESCRIPTION
 AA6990
 AA6990'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6990'THE STATION IS LOCATED IN HALE COUNTY ON THE EAST RIGHT OF WAY OF ALA
 AA6990'69, ABOUT 8.40 MI (13.52 KM) WEST OF NEWBERN AND ABOUT 8.55 MI (13.76
 AA6990'KM) SOUTHWEST OF GREENSBORO. TO REACH THE STATION FROM THE JUNCTION OF
 AA6990'U.S. 80 AND ALA 69 NORTH (MILE POST 92.85 ON ALA 69 AND MILE POST
 AA6990'45.05 ON U.S. 80) AT PRAIRIEVILLE, DRIVE NORTH ON ALA 69 FOR 6.85 MI
 AA6990'(11.02 KM) TO MILE POST 99.70 AND THE STATION ON THE RIGHT. THE
 AA6990'STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND OF
 AA6990'BARBED WIRE ON RUSTY METAL POST, 47.0 FT (14.3 M) EAST OF THE
 AA6990'CENTERLINE OF ALA 69, 64.6 FT (19.7 M) EAST OF THE CENTER OF A GRAVEL
 AA6990'DRIVEWAY LEADING TO A BRICK HOUSE ACROSS THE ROAD, 75.3 FT (23.0 M)
 AA6990'EAST-NORTHEAST OF A BLACK METAL MAIL BOX ON A FOUR BY SIX-INCH WOOD
 AA6990'POST, 123.0 FT (37.5 M) SOUTHEAST OF A JUNCTION POWER POLE ACROSS THE
 AA6990'ROAD, 124.4 FT (37.9 M) SOUTH OF A CABLE POLE, 124.5 FT (37.9 M) SOUTH
 AA6990'OF TELEPHONE CABLE PEDESTAL NO. 97, 126.5 FT (38.6 M) SOUTHEAST OF A
 AA6990'FOUR FOOT CONCRETE CABLE PEDESTAL ACROSS THE ROAD, 3.3 FT (1.0 M) WEST
 AA6990'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA6990'33-14 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6991 ***********************************************************************
 AA6991  DESIGNATION -  33 14
 AA6991  PID         -  AA6991
 AA6991  STATE/COUNTY-  AL/HALE
 AA6991  USGS QUAD   -  CASEMORE (1986)
 AA6991
 AA6991                         *CURRENT SURVEY CONTROL
 AA6991  ___________________________________________________________________
 AA6991* NAD 83(1992)-  32 36 21.79813(N)    087 40 31.37876(W)     ADJUSTED  
 AA6991* NAVD 88     -        43.1    (meters)     141.     (feet)  VERTCON   
 AA6991  ___________________________________________________________________
 AA6991  X           -     218,143.834 (meters)                     COMP
 AA6991  Y           -  -5,373,729.142 (meters)                     COMP
 AA6991  Z           -   3,417,244.062 (meters)                     COMP
 AA6991  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AA6991  ELLIP HEIGHT-          13.93  (meters)          (07/29/02) GPS OBS
 AA6991  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AA6991
 AA6991  HORZ ORDER  -  FIRST
 AA6991  ELLP ORDER  -  FOURTH    CLASS I
 AA6991
 AA6991.The horizontal coordinates were established by GPS observations
 AA6991.and adjusted by the National Geodetic Survey in July 1995..
 AA6991
 AA6991.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6991
 AA6991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6991
 AA6991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6991
 AA6991.The ellipsoidal height was determined by GPS observations
 AA6991.and is referenced to NAD 83.
 AA6991
 AA6991.The geoid height was determined by GEOID03.
 AA6991
 AA6991;                    North         East     Units Scale Factor Converg.
 AA6991;SPC AL W     -   288,940.084   583,538.533   MT  0.99993667   -0 05 40.2
 AA6991;UTM  16      - 3,607,816.813   436,629.030   MT  0.99964952   -0 21 50.2
 AA6991
 AA6991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6991!SPC AL W     -   0.99999781  x   0.99993667  =   0.99993448
 AA6991!UTM  16      -   0.99999781  x   0.99964952  =   0.99964733
 AA6991
 AA6991:                Primary Azimuth Mark                     Grid Az
 AA6991:SPC AL W     -  33 13                                    206 53 18.4
 AA6991:UTM  16      -  33 13                                    207 09 28.4
 AA6991
 AA6991|---------------------------------------------------------------------|
 AA6991| PID    Reference Object                     Distance      Geod. Az  |
 AA6991|                                                           dddmmss.s |
 AA6991| AA6990 33 13                               APPROX. 0.5 KM 2064738.2 |
 AA6991|---------------------------------------------------------------------|
 AA6991
 AA6991                          SUPERSEDED SURVEY CONTROL
 AA6991
 AA6991  ELLIP H (07/21/95)   13.98   (m)                       GP(       ) 3 2
 AA6991  NGVD 29 (07/21/95)   43.0    (m)          141.     (f) GPS OBS        
 AA6991
 AA6991.Superseded values are not recommended for survey control.
 AA6991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6991.See file dsdata.txt to determine how the superseded data were derived.
 AA6991
 AA6991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3662907817(NAD 83)
 AA6991_MARKER: DD = SURVEY DISK
 AA6991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6991_STAMPING: 33-14 1994
 AA6991_MARK LOGO: ALHD  
 AA6991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6991+STABILITY: SURFACE MOTION
 AA6991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6991+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6991
 AA6991  HISTORY     - Date     Condition        Report By
 AA6991  HISTORY     - 1994     MONUMENTED       ALHD
 AA6991
 AA6991                          STATION DESCRIPTION
 AA6991
 AA6991'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6991'THE STATION IS LOCATED IN HALE COUNTY ON THE EAST RIGHT OF WAY OF ALA
 AA6991'69, ABOUT 8.35 MI (13.44 KM) WEST OF NEWBERN AND ABOUT 8.30 MI (13.36
 AA6991'KM) SOUTHWEST OF GREENSBORO. TO REACH THE STATION FROM THE JUNCTION OF
 AA6991'U.S. 80 AND ALA 69 NORTH (MILE POST 92.85 ON ALA 69 AND MILE POST
 AA6991'45.05 ON U.S. 80) AT PRAIRIEVILLE, DRIVE NORTH ON ALA 69 FOR 7.15 MI
 AA6991'(11.51 KM) TO MILE POST 100.00 AND THE STATION ON THE RIGHT. THE
 AA6991'STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF A HOG WIRE FENCE WITH ONE
 AA6991'STRAND OF BARBED WIRE ON RUSTY METAL POSTS, 47.2 FT (14.4 M)
 AA6991'EAST-SOUTHEAST OF THE CENTERLINE OF ALA 69, 87.7 FT (26.7 M) NORTHEAST
 AA6991'OF MILE POST 100, 89.4 FT (27.2 M) SOUTHWEST OF THE NORTHWEST CORNER
 AA6991'OF THE FENCE, 149.4 FT (45.5 M) EAST-NORTHEAST OF A POWER POLE ACROSS
 AA6991'THE ROAD, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA6991'SET FLUSH WITH THE GROUND. STATION 33-13 1994 MAY BE USED AS AN
 AA6991'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6992 ***********************************************************************
 AA6992  DESIGNATION -  33 15
 AA6992  PID         -  AA6992
 AA6992  STATE/COUNTY-  AL/HALE
 AA6992  USGS QUAD   -  MORGAN SPRINGS (1979)
 AA6992
 AA6992                         *CURRENT SURVEY CONTROL
 AA6992  ___________________________________________________________________
 AA6992* NAD 83(1992)-  32 41 23.28192(N)    087 28 46.48080(W)     ADJUSTED  
 AA6992* NAVD 88     -       109.2    (meters)     358.     (feet)  VERTCON   
 AA6992  ___________________________________________________________________
 AA6992  X           -     236,289.050 (meters)                     COMP
 AA6992  Y           -  -5,368,002.479 (meters)                     COMP
 AA6992  Z           -   3,425,099.652 (meters)                     COMP
 AA6992  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AA6992  ELLIP HEIGHT-          80.06  (meters)          (07/29/02) GPS OBS
 AA6992  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AA6992
 AA6992  HORZ ORDER  -  FIRST
 AA6992  ELLP ORDER  -  FOURTH    CLASS I
 AA6992
 AA6992.The horizontal coordinates were established by GPS observations
 AA6992.and adjusted by the National Geodetic Survey in July 1995..
 AA6992
 AA6992.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6992
 AA6992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6992
 AA6992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6992
 AA6992.The ellipsoidal height was determined by GPS observations
 AA6992.and is referenced to NAD 83.
 AA6992
 AA6992.The geoid height was determined by GEOID03.
 AA6992
 AA6992;                    North         East     Units Scale Factor Converg.
 AA6992;SPC AL W     -   298,213.299   601,915.024   MT  0.99993338   +0 00 39.7
 AA6992;UTM  16      - 3,617,000.674   455,043.490   MT  0.99962492   -0 15 32.5
 AA6992
 AA6992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6992!SPC AL W     -   0.99998743  x   0.99993338  =   0.99992081
 AA6992!UTM  16      -   0.99998743  x   0.99962492  =   0.99961235
 AA6992
 AA6992                          SUPERSEDED SURVEY CONTROL
 AA6992
 AA6992  ELLIP H (07/21/95)   80.11   (m)                       GP(       ) 3 2
 AA6992  NGVD 29 (07/21/95)  109.2    (m)          358.     (f) GPS OBS        
 AA6992
 AA6992.Superseded values are not recommended for survey control.
 AA6992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6992.See file dsdata.txt to determine how the superseded data were derived.
 AA6992
 AA6992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5504317001(NAD 83)
 AA6992_MARKER: DD = SURVEY DISK
 AA6992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6992_STAMPING: 33-15 1994
 AA6992_MARK LOGO: ALHD  
 AA6992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6992+STABILITY: SURFACE MOTION
 AA6992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6992+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6992
 AA6992  HISTORY     - Date     Condition        Report By
 AA6992  HISTORY     - 1994     MONUMENTED       ALHD
 AA6992
 AA6992                          STATION DESCRIPTION
 AA6992
 AA6992'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6992'THE STATION IS LOCATED IN HALE COUNTY ON NORTH RIGHT OF WAY OF ALA 14,
 AA6992'ABOUT 6.85 MI (11.02 KM) EAST OF GREENSBORO AND ABOUT 6.95 MI (11.18
 AA6992'KM) NORTH-NORTHEAST OF NEWBERN. TO REACH THE STATION FROM THE JUNCTION
 AA6992'OF ALA 14 AND ALA 61 (MILE POST 68.55 ON ALA 14 AND MILE POST 18.40 ON
 AA6992'ALA 61) ON THE EAST SIDE OF GREENSBORO, DRIVE EAST ON ALA 14 FOR 6.55
 AA6992'MI (10.54 KM) TO MILE POST 75.10 AND THE STATION ON THE LEFT. THE
 AA6992'STAITON IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE ON
 AA6992'RUSTY METAL POSTS, 34.4 FT (10.5 M) NORTH OF THE CENTERLINE OF ALA 14,
 AA6992'59.6 FT (18.2 M) EAST OF A GRAPHIC RIGHT CURVE SIGN, 71.2 FT (21.7 M)
 AA6992'NORTHWEST OF A BLACK METAL MAIL BOX ON A FOUR BY FOUR-INCH WOOD POST
 AA6992'ACROSS THE ROAD, 72.3 FT (22.0 M) WEST OF A POWER POLE, 87.0 FT (26.5
 AA6992'M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A SMALL WHITE
 AA6992'FRAME HOUSE WITH A BROWN SHINGLE ROOF, 2.9 FT (0.9 M) SOUTH OF A
 AA6992'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 33-16
 AA6992'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6993 ***********************************************************************
 AA6993  DESIGNATION -  33 16
 AA6993  PID         -  AA6993
 AA6993  STATE/COUNTY-  AL/HALE
 AA6993  USGS QUAD   -  MORGAN SPRINGS (1979)
 AA6993
 AA6993                         *CURRENT SURVEY CONTROL
 AA6993  ___________________________________________________________________
 AA6993* NAD 83(1992)-  32 41 22.19642(N)    087 28 25.30751(W)     ADJUSTED  
 AA6993* NAVD 88     -       117.7    (meters)     386.     (feet)  VERTCON   
 AA6993  ___________________________________________________________________
 AA6993  X           -     236,841.191 (meters)                     COMP
 AA6993  Y           -  -5,368,003.385 (meters)                     COMP
 AA6993  Z           -   3,425,076.100 (meters)                     COMP
 AA6993  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AA6993  ELLIP HEIGHT-          88.56  (meters)          (07/29/02) GPS OBS
 AA6993  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AA6993
 AA6993  HORZ ORDER  -  FIRST
 AA6993  ELLP ORDER  -  FOURTH    CLASS I
 AA6993
 AA6993.The horizontal coordinates were established by GPS observations
 AA6993.and adjusted by the National Geodetic Survey in July 1995..
 AA6993
 AA6993.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6993
 AA6993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6993
 AA6993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6993
 AA6993.The ellipsoidal height was determined by GPS observations
 AA6993.and is referenced to NAD 83.
 AA6993
 AA6993.The geoid height was determined by GEOID03.
 AA6993
 AA6993;                    North         East     Units Scale Factor Converg.
 AA6993;SPC AL W     -   298,179.983   602,466.553   MT  0.99993341   +0 00 51.1
 AA6993;UTM  16      - 3,616,964.771   455,594.685   MT  0.99962431   -0 15 21.0
 AA6993
 AA6993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6993!SPC AL W     -   0.99998610  x   0.99993341  =   0.99991951
 AA6993!UTM  16      -   0.99998610  x   0.99962431  =   0.99961041
 AA6993
 AA6993                          SUPERSEDED SURVEY CONTROL
 AA6993
 AA6993  ELLIP H (07/21/95)   88.61   (m)                       GP(       ) 3 2
 AA6993  NGVD 29 (07/21/95)  117.7    (m)          386.     (f) GPS OBS        
 AA6993
 AA6993.Superseded values are not recommended for survey control.
 AA6993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6993.See file dsdata.txt to determine how the superseded data were derived.
 AA6993
 AA6993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5559516965(NAD 83)
 AA6993_MARKER: DD = SURVEY DISK
 AA6993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6993_STAMPING: 33-16 1994
 AA6993_MARK LOGO: ALHD  
 AA6993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6993+STABILITY: SURFACE MOTION
 AA6993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6993+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6993
 AA6993  HISTORY     - Date     Condition        Report By
 AA6993  HISTORY     - 1994     MONUMENTED       ALHD
 AA6993
 AA6993                          STATION DESCRIPTION
 AA6993
 AA6993'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6993'THE STATION IS LOCATED IN HALE COUNTY ON SOUTH RIGHT OF WAY OF ALA 14,
 AA6993'ABOUT 7.20 MI (11.59 KM) EAST OF GREENSBORO AND ABOUT 7.05 MI (11.35
 AA6993'KM) NORTH-NORTHEAST OF NEWBERN. TO REACH THE STATION FROM THE JUNCTION
 AA6993'OF ALA 14 AND ALA 61 (MILE POST 68.55 ON ALA 14 AND MILE POST 18.40 ON
 AA6993'ALA 61) ON THE EAST SIDE OF GREENSBORO, DRIVE EAST ON ALA 14 FOR 6.90
 AA6993'MI (11.10 KM) TO MILE POST 75.45 AND THE STATION ON THE RIGHT. THE
 AA6993'STATION IS 6.0 FT (1.8 M) SOUTHWEST OF A FOUR FOOT SIGN POST WITH A
 AA6993'NUMBER CONFIGURATION ON IT, 19.2 FT (5.9 M) SOUTH OF ON ENTER PERRY
 AA6993'COUNTY SIGN, 39.5 FT (12.0 M) SOUTH OF THE CENTERLINE OF ALA 14, 62.7
 AA6993'FT (19.1 M) SOUTH OF AN ENTER HALE COUNTY SIGN ACROSS THE ROAD, 70.3
 AA6993'FT (21.4 M) WEST OF THE CENTER OF A GRAVEL ROAD, 84.2 FT (25.7 M)
 AA6993'NORTHWEST OF A PRIVATE DRIVE / KEEP OUT SIGN, 1.9 FT (0.6 M) NORTH OF
 AA6993'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 33-15
 AA6993'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6994 ***********************************************************************
 AA6994  DESIGNATION -  33 17
 AA6994  PID         -  AA6994
 AA6994  STATE/COUNTY-  AL/HALE
 AA6994  USGS QUAD   -  GREENSBORO (1979)
 AA6994
 AA6994                         *CURRENT SURVEY CONTROL
 AA6994  ___________________________________________________________________
 AA6994* NAD 83(1992)-  32 41 56.27912(N)    087 34 51.47257(W)     ADJUSTED  
 AA6994* NAVD 88     -        79.8    (meters)     262.     (feet)  VERTCON   
 AA6994  ___________________________________________________________________
 AA6994  X           -     226,765.620 (meters)                     COMP
 AA6994  Y           -  -5,367,838.794 (meters)                     COMP
 AA6994  Z           -   3,425,939.155 (meters)                     COMP
 AA6994  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA6994  ELLIP HEIGHT-          50.54  (meters)          (07/29/02) GPS OBS
 AA6994  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AA6994
 AA6994  HORZ ORDER  -  FIRST
 AA6994  ELLP ORDER  -  FOURTH    CLASS I
 AA6994
 AA6994.The horizontal coordinates were established by GPS observations
 AA6994.and adjusted by the National Geodetic Survey in July 1995..
 AA6994
 AA6994.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6994
 AA6994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6994
 AA6994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6994
 AA6994.The ellipsoidal height was determined by GPS observations
 AA6994.and is referenced to NAD 83.
 AA6994
 AA6994.The geoid height was determined by GEOID03.
 AA6994
 AA6994;                    North         East     Units Scale Factor Converg.
 AA6994;SPC AL W     -   299,232.432   592,408.513   MT  0.99993404   -0 02 37.5
 AA6994;UTM  16      - 3,618,064.286   445,544.766   MT  0.99963656   -0 18 49.9
 AA6994
 AA6994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6994!SPC AL W     -   0.99999206  x   0.99993404  =   0.99992611
 AA6994!UTM  16      -   0.99999206  x   0.99963656  =   0.99962863
 AA6994
 AA6994:                Primary Azimuth Mark                     Grid Az
 AA6994:SPC AL W     -  33 18                                    078 38 44.8
 AA6994:UTM  16      -  33 18                                    078 54 57.2
 AA6994
 AA6994|---------------------------------------------------------------------|
 AA6994| PID    Reference Object                     Distance      Geod. Az  |
 AA6994|                                                           dddmmss.s |
 AA6994| AA6995 33 18                               469.994 METERS 0783607.3 |
 AA6994|---------------------------------------------------------------------|
 AA6994
 AA6994                          SUPERSEDED SURVEY CONTROL
 AA6994
 AA6994  ELLIP H (07/21/95)   50.59   (m)                       GP(       ) 3 2
 AA6994  NGVD 29 (07/21/95)   79.7    (m)          261.     (f) GPS OBS        
 AA6994
 AA6994.Superseded values are not recommended for survey control.
 AA6994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6994.See file dsdata.txt to determine how the superseded data were derived.
 AA6994
 AA6994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4554518064(NAD 83)
 AA6994_MARKER: DD = SURVEY DISK
 AA6994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6994_STAMPING: 33-17 1994
 AA6994_MARK LOGO: ALHD  
 AA6994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6994+STABILITY: SURFACE MOTION
 AA6994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6994+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2005
 AA6994
 AA6994  HISTORY     - Date     Condition        Report By
 AA6994  HISTORY     - 1994     MONUMENTED       ALHD
 AA6994  HISTORY     - 20050201 GOOD             ALPCO
 AA6994
 AA6994                          STATION DESCRIPTION
 AA6994
 AA6994'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6994'THE STATION IS LOCATED IN HALE COUNTY ON THE SOUTH RIGHT OF WAY OF ALA
 AA6994'14 IN GREENSBORO. TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND
 AA6994'ALA 61 (MILE POST 68.55 ON ALA 14 AND MILE POST 18.40 ON ALA 61) ON
 AA6994'THE EAST SIDE OF GREENSBORO, DRIVE WEST ON ALA 14 FOR 0.10 MI (0.16
 AA6994'KM) TO MILE POST 68.45 AND THE STATION ON THE LEFT. THE STATION IS
 AA6994'43.2 FT (13.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND
 AA6994'LANES OF ALA 14, 70.4 FT (21.5 M) EAST-NORTHEAST OF A POWER POLE, 78.3
 AA6994'FT (23.9 M) EAST-NORTHEAST OF THE NORTH LEG OF A WARDS BILLBOARD, 82.3
 AA6994'FT (25.1 M) NORTHEAST OF THE SOUTH LEG OF A WARDS BILLBOARD, 84.1 FT
 AA6994'(25.6 M) EAST OF A GRAPHIC SEPARATION OF LANES SIGN, 152.0 FT (46.3 M)
 AA6994'WEST-SOUTHWEST OF A MARION AND UNIONTOWN DIRECTIONAL SIGN, 155.3 FT
 AA6994'(47.3 M) WEST-SOUTHWEST OF A POWER POLE WITH A STREET LIGHT, 2.0 FT
 AA6994'(0.6 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA6994'TWO-INCHES UNDERGROUND. STATION 33-18 1994 MAY BE USED AS AN AZIMUTH
 AA6994'FOR THIS STATION.
 AA6994
 AA6994                          STATION RECOVERY (2005)
 AA6994
 AA6994'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (WF)
 AA6994'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6995 ***********************************************************************
 AA6995  DESIGNATION -  33 18
 AA6995  PID         -  AA6995
 AA6995  STATE/COUNTY-  AL/HALE
 AA6995  USGS QUAD   -  GREENSBORO (1979)
 AA6995
 AA6995                         *CURRENT SURVEY CONTROL
 AA6995  ___________________________________________________________________
 AA6995* NAD 83(1992)-  32 41 59.29389(N)    087 34 33.78420(W)     ADJUSTED  
 AA6995* NAVD 88     -        81.5    (meters)     267.     (feet)  GPS OBS   
 AA6995  ___________________________________________________________________
 AA6995  X           -     227,223.882 (meters)                     COMP
 AA6995  Y           -  -5,367,770.663 (meters)                     COMP
 AA6995  Z           -   3,426,018.248 (meters)                     COMP
 AA6995  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AA6995  ELLIP HEIGHT-          52.28  (meters)          (08/29/05) GPS OBS
 AA6995  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AA6995
 AA6995  HORZ ORDER  -  A
 AA6995  ELLP ORDER  -  FOURTH    CLASS I
 AA6995
 AA6995.The horizontal coordinates were established by GPS observations
 AA6995.and adjusted by the National Geodetic Survey in August 2005..
 AA6995
 AA6995.The orthometric height was determined by GPS observations and a
 AA6995.high-resolution geoid model.
 AA6995
 AA6995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6995
 AA6995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6995
 AA6995.The ellipsoidal height was determined by GPS observations
 AA6995.and is referenced to NAD 83.
 AA6995
 AA6995.The geoid height was determined by GEOID03.
 AA6995
 AA6995;                    North         East     Units Scale Factor Converg.
 AA6995;SPC AL W     -   299,324.956   592,869.278   MT  0.99993396   -0 02 27.9
 AA6995;UTM  16      - 3,618,154.610   446,005.826   MT  0.99963595   -0 18 40.4
 AA6995
 AA6995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6995!SPC AL W     -   0.99999179  x   0.99993396  =   0.99992575
 AA6995!UTM  16      -   0.99999179  x   0.99963595  =   0.99962774
 AA6995
 AA6995:                Primary Azimuth Mark                     Grid Az
 AA6995:SPC AL W     -  33 17                                    258 38 44.7
 AA6995:UTM  16      -  33 17                                    258 54 57.2
 AA6995
 AA6995|---------------------------------------------------------------------|
 AA6995| PID    Reference Object                     Distance      Geod. Az  |
 AA6995|                                                           dddmmss.s |
 AA6995| AA6994 33 17                               469.994 METERS 2583616.8 |
 AA6995|---------------------------------------------------------------------|
 AA6995
 AA6995                          SUPERSEDED SURVEY CONTROL
 AA6995
 AA6995  ELLIP H (07/29/02)   52.25   (m)                       GP(       ) 4 1
 AA6995  NAD 83(1992)-  32 41 59.29388(N)    087 34 33.78199(W) AD(       ) 1
 AA6995  ELLIP H (07/21/95)   52.30   (m)                       GP(       ) 3 2
 AA6995  NGVD 29 (07/21/95)   81.4    (m)          267.     (f) GPS OBS        
 AA6995
 AA6995.Superseded values are not recommended for survey control.
 AA6995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6995.See file dsdata.txt to determine how the superseded data were derived.
 AA6995
 AA6995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4600618155(NAD 83)
 AA6995_MARKER: DD = SURVEY DISK
 AA6995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6995_STAMPING: 33-18 1994
 AA6995_MARK LOGO: ALHD  
 AA6995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6995+STABILITY: SURFACE MOTION
 AA6995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6995+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 AA6995
 AA6995  HISTORY     - Date     Condition        Report By
 AA6995  HISTORY     - 1994     MONUMENTED       ALHD
 AA6995  HISTORY     - 20040412 GOOD             ALHD
 AA6995  HISTORY     - 20040624 GOOD             MAPTEC
 AA6995  HISTORY     - 20050803 GOOD             ALDOT
 AA6995
 AA6995                          STATION DESCRIPTION
 AA6995
 AA6995'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6995'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTH RIGHT OF WAY OF ALA
 AA6995'14 IN GREENSBORO. TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND
 AA6995'ALA 61 (MILE POST 68.55 ON ALA 14 AND MILE POST 18.40 ON ALA 61) ON
 AA6995'THE EAST SIDE OF GREENSBORO, DRIVE EAST ON ALA 14 FOR 0.15 MI (0.24
 AA6995'KM) TO MILE POST 68.70 AND THE STATION ON THE LEFT. THE STATION IS
 AA6995'44.0 FT (13.4 M) NORTHWEST OF A JCT ALA 61 SIGN, 55.5 FT (16.9 M)
 AA6995'NORTH OF THE CENTERLINE OF ALA 14, 63.0 FT (19.2 M) WEST OF A JUNCTION
 AA6995'POWER POLE WITH ONE GUY WIRE, 68.5 FT (20.9 M) WEST-SOUTHWEST OF A
 AA6995'POWER POLE, 102.5 FT (31.2 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 2 N
 AA6995'2, 128.5 FT (39.2 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 6
 AA6995'ACROSS THE ROAD, 1.9 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, AND
 AA6995'SET TWO INCHES UNDERGROUND. STATION 33-17 1994 MAY BE USED AS AN
 AA6995'AZIMUTH FOR THIS STATION.
 AA6995
 AA6995                          STATION RECOVERY (2004)
 AA6995
 AA6995'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA6995'RECOVERED IN GOOD CONDITION.
 AA6995
 AA6995                          STATION RECOVERY (2004)
 AA6995
 AA6995'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (WF)
 AA6995'RECOVERED AS DESCRIBED.
 AA6995
 AA6995                          STATION RECOVERY (2005)
 AA6995
 AA6995'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA6995'MARK IS 1.5 FEET SOUTH OF A METAL WITNESS POST, REST OF DESCRIPTION IS
 AA6995'OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6996 ***********************************************************************
 AA6996  DESIGNATION -  33 19
 AA6996  PID         -  AA6996
 AA6996  STATE/COUNTY-  AL/HALE
 AA6996  USGS QUAD   -  MELTON (1986)
 AA6996
 AA6996                         *CURRENT SURVEY CONTROL
 AA6996  ___________________________________________________________________
 AA6996* NAD 83(1992)-  32 41 34.50630(N)    087 41 08.72848(W)     ADJUSTED  
 AA6996* NAVD 88     -        57.4    (meters)     188.     (feet)  VERTCON   
 AA6996  ___________________________________________________________________
 AA6996  X           -     216,961.404 (meters)                     COMP
 AA6996  Y           -  -5,368,587.806 (meters)                     COMP
 AA6996  Z           -   3,425,362.647 (meters)                     COMP
 AA6996  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AA6996  ELLIP HEIGHT-          28.21  (meters)          (07/29/02) GPS OBS
 AA6996  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AA6996
 AA6996  HORZ ORDER  -  FIRST
 AA6996  ELLP ORDER  -  FOURTH    CLASS I
 AA6996
 AA6996.The horizontal coordinates were established by GPS observations
 AA6996.and adjusted by the National Geodetic Survey in July 1995..
 AA6996
 AA6996.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6996
 AA6996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6996
 AA6996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6996
 AA6996.The ellipsoidal height was determined by GPS observations
 AA6996.and is referenced to NAD 83.
 AA6996
 AA6996.The geoid height was determined by GEOID03.
 AA6996
 AA6996;                    North         East     Units Scale Factor Converg.
 AA6996;SPC AL W     -   298,574.113   582,581.588   MT  0.99993707   -0 06 01.2
 AA6996;UTM  16      - 3,617,452.478   435,717.716   MT  0.99965095   -0 22 13.5
 AA6996
 AA6996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6996!SPC AL W     -   0.99999557  x   0.99993707  =   0.99993264
 AA6996!UTM  16      -   0.99999557  x   0.99965095  =   0.99964652
 AA6996
 AA6996                          SUPERSEDED SURVEY CONTROL
 AA6996
 AA6996  ELLIP H (07/21/95)   28.28   (m)                       GP(       ) 3 2
 AA6996  NGVD 29 (07/21/95)   57.4    (m)          188.     (f) GPS OBS        
 AA6996
 AA6996.Superseded values are not recommended for survey control.
 AA6996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6996.See file dsdata.txt to determine how the superseded data were derived.
 AA6996
 AA6996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3571817452(NAD 83)
 AA6996_MARKER: DD = SURVEY DISK
 AA6996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6996_STAMPING: 33-19 1994
 AA6996_MARK LOGO: ALHD  
 AA6996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6996+STABILITY: SURFACE MOTION
 AA6996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6996+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6996
 AA6996  HISTORY     - Date     Condition        Report By
 AA6996  HISTORY     - 1994     MONUMENTED       ALHD
 AA6996
 AA6996                          STATION DESCRIPTION
 AA6996
 AA6996'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6996'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6996'HALE COUNTY ROAD NO. 24, ABOUT 5.35 MI (8.61 KM) WEST OF GREENSBORO
 AA6996'AND ABOUT 11.05 MI (17.78 KM) NORTHWEST OF NEWBERN. TO REACH THE
 AA6996'STATION FROM THE JUNCTION OF ALA 25 SOUTH AND ALA 69 SOUTH (MILE POST
 AA6996'51.85 ON ALA 25 AND MILE POST 107.20 ON ALA 69) ON THE SOUTH END OF
 AA6996'GREENSBORO, DRIVE NORTH ON A PAVED STREET FOR 0.05 MI (0.08 KM) TO
 AA6996'HALE COUNTY ROAD NO. 24 LEFT AND RIGHT AT A FOUR WAY STOP, TURN LEFT
 AA6996'ON HALE COUNTY ROAD NO. 24 AND DRIVE WEST FOR 4.55 MI (7.32 KM) TO THE
 AA6996'STATION ON THE RIGHT. THE STATION IS 2.8 FT (0.9 M) SOUTH OF A SEVEN
 AA6996'STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 36.9 FT (11.2 M) NORTH OF
 AA6996'THE CENTER OF HALE COUNTY ROAD NO. 24, 59.3 FT (18.1 M) WEST OF THE
 AA6996'WEST POST OF A RUSTY METAL GATE, 68.5 FT (20.9 M) WEST OF THE CENTER
 AA6996'OF A GRAVEL DRIVEWAY, 76.7 FT (23.4 M) WEST OF THE EAST POST OF A
 AA6996'RUSTY METAL GATE, 85.5 FT (26.1 M) WEST OF TELEPHONE CABLE PEDESTAL
 AA6996'NO. 44 1/2, 131.3 FT (40.0 M) EAST OF A POWER POLE, 3.0 FT (0.9 M)
 AA6996'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA6996'STATION 33-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3219 ***********************************************************************
 CN3219  DESIGNATION -  33 2
 CN3219  PID         -  CN3219
 CN3219  STATE/COUNTY-  AL/HALE
 CN3219  USGS QUAD   -  CASEMORE (1986)
 CN3219
 CN3219                         *CURRENT SURVEY CONTROL
 CN3219  ___________________________________________________________________
 CN3219* NAD 83(1992)-  32 30 12.68767(N)    087 41 17.22466(W)     ADJUSTED  
 CN3219* NAVD 88     -        64.7    (meters)     212.     (feet)  VERTCON   
 CN3219  ___________________________________________________________________
 CN3219  X           -     217,196.981 (meters)                     COMP
 CN3219  Y           -  -5,379,909.391 (meters)                     COMP
 CN3219  Z           -   3,407,672.032 (meters)                     COMP
 CN3219  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 CN3219  ELLIP HEIGHT-          35.81  (meters)          (07/29/02) GPS OBS
 CN3219  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CN3219
 CN3219  HORZ ORDER  -  FIRST
 CN3219  ELLP ORDER  -  FOURTH    CLASS I
 CN3219
 CN3219.The horizontal coordinates were established by GPS observations
 CN3219.and adjusted by the National Geodetic Survey in December 1992..
 CN3219
 CN3219.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3219.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3219
 CN3219.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3219
 CN3219.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3219
 CN3219.The ellipsoidal height was determined by GPS observations
 CN3219.and is referenced to NAD 83.
 CN3219
 CN3219.The geoid height was determined by GEOID03.
 CN3219
 CN3219;                    North         East     Units Scale Factor Converg.
 CN3219;SPC AL W     -   277,572.558   582,323.138   MT  0.99993719   -0 06 03.9
 CN3219;UTM  16      - 3,596,458.375   435,360.630   MT  0.99965152   -0 22 11.2
 CN3219
 CN3219!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3219!SPC AL W     -   0.99999438  x   0.99993719  =   0.99993157
 CN3219!UTM  16      -   0.99999438  x   0.99965152  =   0.99964590
 CN3219
 CN3219                          SUPERSEDED SURVEY CONTROL
 CN3219
 CN3219  ELLIP H (12/04/92)   35.87   (m)                       GP(       ) 4 1
 CN3219  NAD 83(1986)-  32 30 12.69577(N)    087 41 17.22953(W) AD(       ) 1
 CN3219  NGVD 29 (12/04/92)   64.6    (m)          212.     (f) GPS OBS        
 CN3219
 CN3219.Superseded values are not recommended for survey control.
 CN3219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3219.See file dsdata.txt to determine how the superseded data were derived.
 CN3219
 CN3219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3536196458(NAD 83)
 CN3219_MARKER: DD = SURVEY DISK
 CN3219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3219_SP_SET: CONCRETE POST
 CN3219_STAMPING: 33-2 1991
 CN3219_MARK LOGO: ALHD  
 CN3219_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3219+STABILITY: SURFACE MOTION
 CN3219_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3219+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3219
 CN3219  HISTORY     - Date     Condition        Report By
 CN3219  HISTORY     - 1991     MONUMENTED       ALHD
 CN3219
 CN3219                          STATION DESCRIPTION
 CN3219
 CN3219'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3219'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF U. S. 80, ABOUT
 CN3219'8.60 MI (13.84 KM) EAST OF DEMOPOLIS AND ABOUT 57.5 FT (17.5 M) WEST
 CN3219'- NORTHWEST OF UNIONTOWN.
 CN3219'TO REACH THE STATION FROM THE JUNCTION OF U. S. 80 AND ALA 69 MILE
 CN3219'POST 45.05 ON U. S. 80 IN PRAIRIEVILLE, DRIVE EAST ON U. S. 80 KM
 CN3219'(49.7 MI) 0.45 MI (0.72 KM) TO MILE POST 45.50 AND THE STATION ON THE
 CN3219'RIGHT ON TOP OF A LOW HILL.
 CN3219'THE STATION IS 3.2 FT (1.0 M) NORTH - NORTHEAST OF A FIVE STRAND
 CN3219'BARBED WIRE FENCE ON RED TOP STEEL POSTS, 10.3 FT (3.1 M) NORTHWEST
 CN3219'OF THE WEST BRACE POST FOR A GATE POST, 17.8 FT (5.4 M) NORTHWEST OF
 CN3219'THE WEST POST OF A STEEL GATE, 28.0 FT (8.5 M) WEST - NORTHWEST OF
 CN3219'THE CENTER OF A FIELD ROAD, 109.8 FT (33.5 M) SOUTH - SOUTHWEST OF
 CN3219'THE EAST BOUND LANES OF U. S. 80, AND 2.9 FT (0.9 M) NORTH-NORTHEAST
 CN3219'OF A CARSONITE WITNESS POST.
 CN3219'STATION 33-1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6997 ***********************************************************************
 AA6997  DESIGNATION -  33 20
 AA6997  PID         -  AA6997
 AA6997  STATE/COUNTY-  AL/HALE
 AA6997  USGS QUAD   -  MELTON (1986)
 AA6997
 AA6997                         *CURRENT SURVEY CONTROL
 AA6997  ___________________________________________________________________
 AA6997* NAD 83(1992)-  32 41 34.28706(N)    087 40 42.12355(W)     ADJUSTED  
 AA6997* NAVD 88     -        55.8    (meters)     183.     (feet)  VERTCON   
 AA6997  ___________________________________________________________________
 AA6997  X           -     217,653.956 (meters)                     COMP
 AA6997  Y           -  -5,368,562.001 (meters)                     COMP
 AA6997  Z           -   3,425,356.051 (meters)                     COMP
 AA6997  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AA6997  ELLIP HEIGHT-          26.52  (meters)          (07/29/02) GPS OBS
 AA6997  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 AA6997
 AA6997  HORZ ORDER  -  FIRST
 AA6997  ELLP ORDER  -  FOURTH    CLASS I
 AA6997
 AA6997.The horizontal coordinates were established by GPS observations
 AA6997.and adjusted by the National Geodetic Survey in July 1995..
 AA6997
 AA6997.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6997
 AA6997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6997
 AA6997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6997
 AA6997.The ellipsoidal height was determined by GPS observations
 AA6997.and is referenced to NAD 83.
 AA6997
 AA6997.The geoid height was determined by GEOID03.
 AA6997
 AA6997;                    North         East     Units Scale Factor Converg.
 AA6997;SPC AL W     -   298,566.170   583,274.558   MT  0.99993678   -0 05 46.8
 AA6997;UTM  16      - 3,617,441.272   436,410.443   MT  0.99964986   -0 21 59.1
 AA6997
 AA6997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6997!SPC AL W     -   0.99999584  x   0.99993678  =   0.99993262
 AA6997!UTM  16      -   0.99999584  x   0.99964986  =   0.99964570
 AA6997
 AA6997                          SUPERSEDED SURVEY CONTROL
 AA6997
 AA6997  ELLIP H (07/21/95)   26.59   (m)                       GP(       ) 3 2
 AA6997  NGVD 29 (07/21/95)   55.7    (m)          183.     (f) GPS OBS        
 AA6997
 AA6997.Superseded values are not recommended for survey control.
 AA6997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6997.See file dsdata.txt to determine how the superseded data were derived.
 AA6997
 AA6997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3641017441(NAD 83)
 AA6997_MARKER: DD = SURVEY DISK
 AA6997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6997_STAMPING: 33-20 1994
 AA6997_MARK LOGO: ALHD  
 AA6997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6997+STABILITY: SURFACE MOTION
 AA6997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6997+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 AA6997
 AA6997  HISTORY     - Date     Condition        Report By
 AA6997  HISTORY     - 1994     MONUMENTED       ALHD
 AA6997  HISTORY     - 19980713 GOOD             JCLS
 AA6997
 AA6997                          STATION DESCRIPTION
 AA6997
 AA6997'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6997'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA6997'HALE COUNTY ROAD NO. 24, ABOUT 4.90 MI (7.89 KM) WEST OF GREENSBORO
 AA6997'AND ABOUT 10.70 MI (17.22 KM) NORTHWEST OF NEWBERN. TO REACH THE
 AA6997'STATION FROM THE JUNCTION OF ALA 25 SOUTH AND ALA 69 SOUTH (MILE POST
 AA6997'51.85 ON ALA 25 AND MILE POST 107.20 ON ALA 69) ON THE SOUTH END OF
 AA6997'GREENSBORO, DRIVE NORTH ON A PAVED STREET FOR 0.05 MI (0.08 KM) TO
 AA6997'HALE COUNTY ROAD NO. 24 LEFT AND RIGHT AT A FOUR WAY STOP, TURN LEFT
 AA6997'ON HALE COUNTY ROAD NO. 24 AND DRIVE WEST FOR 4.10 MI (6.60 KM) TO THE
 AA6997'STATION ON THE RIGHT. THE STATION IS 5.0 FT (1.5 M) SOUTH OF A NINE
 AA6997'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 36.0 FT (11.0 M) NORTH
 AA6997'OF THE CENTER OF HALE COUNTY ROAD NO. 24, 78.0 FT (23.8 M) NORTH OF
 AA6997'THE WEST POST OF A CHAIN LINK GATE ACROSS THE ROAD, 82.8 FT (25.2 M)
 AA6997'NORTH-NORTHEAST OF A SEWER VALVE SIGN ACROSS THE ROAD, 83.5 FT (25.5
 AA6997'M) NORTH-NORTHWEST OF THE EAST POST OF A CHAIN LINK GATE ACROSS THE
 AA6997'ROAD, 101.7 FT (31.0 M) EAST OF A JUNCTION POWER POLE WITH ONE GUY
 AA6997'WIRE, 122.0 FT (37.2 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 41
 AA6997'ACROSS THE ROAD, 4.9 FT (1.5 M) SOUTH OF A CARSONITE WITNESS POST, AND
 AA6997'SET FLUSH WITH THE GROUND. STATION 33-19 1994 MAY BE USED AS AN
 AA6997'AZIMUTH FOR THIS STATION.
 AA6997
 AA6997                          STATION RECOVERY (1998)
 AA6997
 AA6997'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA6997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6998 ***********************************************************************
 AA6998  DESIGNATION -  33 21
 AA6998  PID         -  AA6998
 AA6998  STATE/COUNTY-  AL/HALE
 AA6998  USGS QUAD   -  MASON BEND (1986)
 AA6998
 AA6998                         *CURRENT SURVEY CONTROL
 AA6998  ___________________________________________________________________
 AA6998* NAD 83(1992)-  32 43 20.43382(N)    087 46 36.51358(W)     ADJUSTED  
 AA6998* NAVD 88     -        48.3    (meters)     158.     (feet)  VERTCON   
 AA6998  ___________________________________________________________________
 AA6998  X           -     208,360.959 (meters)                     COMP
 AA6998  Y           -  -5,367,156.195 (meters)                     COMP
 AA6998  Z           -   3,428,103.441 (meters)                     COMP
 AA6998  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA6998  ELLIP HEIGHT-          19.06  (meters)          (07/29/02) GPS OBS
 AA6998  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AA6998
 AA6998  HORZ ORDER  -  FIRST
 AA6998  ELLP ORDER  -  FOURTH    CLASS I
 AA6998
 AA6998.The horizontal coordinates were established by GPS observations
 AA6998.and adjusted by the National Geodetic Survey in July 1995..
 AA6998
 AA6998.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6998
 AA6998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6998
 AA6998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6998
 AA6998.The ellipsoidal height was determined by GPS observations
 AA6998.and is referenced to NAD 83.
 AA6998
 AA6998.The geoid height was determined by GEOID03.
 AA6998
 AA6998;                    North         East     Units Scale Factor Converg.
 AA6998;SPC AL W     -   301,855.661   574,052.244   MT  0.99994163   -0 08 58.7
 AA6998;UTM  16      - 3,620,773.278   427,206.337   MT  0.99966534   -0 25 11.8
 AA6998
 AA6998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6998!SPC AL W     -   0.99999701  x   0.99994163  =   0.99993864
 AA6998!UTM  16      -   0.99999701  x   0.99966534  =   0.99966235
 AA6998
 AA6998:                Primary Azimuth Mark                     Grid Az
 AA6998:SPC AL W     -  33 22                                    057 13 10.9
 AA6998:UTM  16      -  33 22                                    057 29 24.0
 AA6998
 AA6998|---------------------------------------------------------------------|
 AA6998| PID    Reference Object                     Distance      Geod. Az  |
 AA6998|                                                           dddmmss.s |
 AA6998| AA6999 33 22                               426.544 METERS 0570412.2 |
 AA6998|---------------------------------------------------------------------|
 AA6998
 AA6998                          SUPERSEDED SURVEY CONTROL
 AA6998
 AA6998  ELLIP H (07/21/95)   19.12   (m)                       GP(       ) 3 2
 AA6998  NGVD 29 (07/21/95)   48.3    (m)          158.     (f) GPS OBS        
 AA6998
 AA6998.Superseded values are not recommended for survey control.
 AA6998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6998.See file dsdata.txt to determine how the superseded data were derived.
 AA6998
 AA6998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2720620773(NAD 83)
 AA6998_MARKER: DD = SURVEY DISK
 AA6998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6998_STAMPING: 33-21 1994
 AA6998_MARK LOGO: ALHD  
 AA6998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6998+STABILITY: SURFACE MOTION
 AA6998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6998+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6998
 AA6998  HISTORY     - Date     Condition        Report By
 AA6998  HISTORY     - 1994     MONUMENTED       ALHD
 AA6998
 AA6998                          STATION DESCRIPTION
 AA6998
 AA6998'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6998'THE STATION IS LOCATED IN HALE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA6998'HALE COUNTY ROAD NO. 15, ABOUT 10.60 MI (17.06 KM) WEST OF GREENSBORO
 AA6998'AND ABOUT 10.85 MI (17.46 KM) SOUTH OF AKRON. TO REACH THE STATION
 AA6998'FROM THE JUNCTION OF ALA 14 AND ALA 60 (MILE POST 54.05 ON ALA 14 AND
 AA6998'MILE POST 0.00 ON ALA 60) AT WEDGEWORTH, DRIVE SOUTH AND SOUTHEAST ON
 AA6998'ALA 14 FOR 4.20 MI (6.76 KM) TO MILE POST 58.25 AND HALE COUNTY ROAD
 AA6998'NO. 15 ON THE RIGHT, TURN RIGHT ON HALE COUNTY ROAD NO. 15 AND DRIVE
 AA6998'SOUTHWEST FOR 3.40 MI (5.47 KM) TO THE STATION ON THE LEFT. THE
 AA6998'STATION IS 28.0 FT (8.5 M) SOUTHEAST OF THE CENTER OF HALE COUNTY ROAD
 AA6998'NO. 15, 60.0 FT (18.3 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY
 AA6998'ACROSS THE ROAD, 65.0 FT (19.8 M) SOUTHEAST OF A ST MATTHEW BAPTIST
 AA6998'CHURCH WELCOME SIGN ACROSS THE ROAD, 101.6 FT (31.0 M) SOUTH OF A
 AA6998'SECURITY LIGHT POLE IN A CHURCH YARD ACROSS THE ROAD, 115.3 FT (35.1
 AA6998'M) SOUTHEAST OF THE SOUTHWEST CORNER OF ST MATTHEWS BAPTIST CHURCH
 AA6998'ACROSS THE ROAD, 124.5 FT (37.9 M) NORTHEAST OF A JUNCTION POWER POLE
 AA6998'WITH ONE GUY WIRE AND A TRANSFORMER, 125.0 FT (38.1 M) NORTHEAST OF
 AA6998'TELEPHONE CABLE PEDESTAL NO. 40, 2.3 FT (0.7 M) NORTHWEST OF A
 AA6998'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 33-22
 AA6998'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6999 ***********************************************************************
 AA6999  DESIGNATION -  33 22
 AA6999  PID         -  AA6999
 AA6999  STATE/COUNTY-  AL/HALE
 AA6999  USGS QUAD   -  MASON BEND (1986)
 AA6999
 AA6999                         *CURRENT SURVEY CONTROL
 AA6999  ___________________________________________________________________
 AA6999* NAD 83(1992)-  32 43 27.96070(N)    087 46 22.76476(W)     ADJUSTED  
 AA6999* NAVD 88     -        49.3    (meters)     162.     (feet)  VERTCON   
 AA6999  ___________________________________________________________________
 AA6999  X           -     208,713.876 (meters)                     COMP
 AA6999  Y           -  -5,367,017.927 (meters)                     COMP
 AA6999  Z           -   3,428,299.078 (meters)                     COMP
 AA6999  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA6999  ELLIP HEIGHT-          20.11  (meters)          (07/29/02) GPS OBS
 AA6999  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AA6999
 AA6999  HORZ ORDER  -  FIRST
 AA6999  ELLP ORDER  -  FOURTH    CLASS I
 AA6999
 AA6999.The horizontal coordinates were established by GPS observations
 AA6999.and adjusted by the National Geodetic Survey in July 1995..
 AA6999
 AA6999.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6999
 AA6999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6999
 AA6999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6999
 AA6999.The ellipsoidal height was determined by GPS observations
 AA6999.and is referenced to NAD 83.
 AA6999
 AA6999.The geoid height was determined by GEOID03.
 AA6999
 AA6999;                    North         East     Units Scale Factor Converg.
 AA6999;SPC AL W     -   302,086.587   574,410.842   MT  0.99994140   -0 08 51.3
 AA6999;UTM  16      - 3,621,002.446   427,565.920   MT  0.99966469   -0 25 04.4
 AA6999
 AA6999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6999!SPC AL W     -   0.99999684  x   0.99994140  =   0.99993824
 AA6999!UTM  16      -   0.99999684  x   0.99966469  =   0.99966153
 AA6999
 AA6999:                Primary Azimuth Mark                     Grid Az
 AA6999:SPC AL W     -  33 21                                    237 13 10.9
 AA6999:UTM  16      -  33 21                                    237 29 24.0
 AA6999
 AA6999|---------------------------------------------------------------------|
 AA6999| PID    Reference Object                     Distance      Geod. Az  |
 AA6999|                                                           dddmmss.s |
 AA6999| AA6998 33 21                               426.544 METERS 2370419.6 |
 AA6999|---------------------------------------------------------------------|
 AA6999
 AA6999                          SUPERSEDED SURVEY CONTROL
 AA6999
 AA6999  ELLIP H (07/21/95)   20.17   (m)                       GP(       ) 3 2
 AA6999  NGVD 29 (07/21/95)   49.3    (m)          162.     (f) GPS OBS        
 AA6999
 AA6999.Superseded values are not recommended for survey control.
 AA6999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6999.See file dsdata.txt to determine how the superseded data were derived.
 AA6999
 AA6999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2756621002(NAD 83)
 AA6999_MARKER: DD = SURVEY DISK
 AA6999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6999_STAMPING: 33-22 1994
 AA6999_MARK LOGO: ALHD  
 AA6999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6999+STABILITY: SURFACE MOTION
 AA6999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6999+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6999
 AA6999  HISTORY     - Date     Condition        Report By
 AA6999  HISTORY     - 1994     MONUMENTED       ALHD
 AA6999
 AA6999                          STATION DESCRIPTION
 AA6999
 AA6999'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6999'THE STATION IS LOCATED IN HALE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA6999'HALE COUNTY ROAD NO. 15, ABOUT 10.40 MI (16.74 KM) WEST OF GREENSBORO
 AA6999'AND ABOUT 10.65 MI (17.14 KM) SOUTH OF AKRON. TO REACH THE STATION
 AA6999'FROM THE JUNCTION OF ALA 14 AND ALA 60 (MILE POST 54.05 ON ALA 14 AND
 AA6999'MILE POST 0.00 ON ALA 60) AT WEDGEWORTH, DRIVE SOUTH AND SOUTHEAST ON
 AA6999'ALA 14 FOR 4.20 MI (6.76 KM) TO MILE POST 58.25 AND HALE COUNTY ROAD
 AA6999'NO. 15 ON THE RIGHT, TURN RIGHT ON HALE COUNTY ROAD NO. 15 AND DRIVE
 AA6999'SOUTHWEST FOR 3.15 MI (5.07 KM) TO THE STATION ON THE LEFT. THE
 AA6999'STATION IS 34.0 FT (10.4 M) SOUTHEAST OF THE CENTER OF HALE COUNTY
 AA6999'ROAD NO. 15, 73.0 FT (22.3 M) SOUTHWEST OF A JUNCTION POWER POLE WITH
 AA6999'ONE GUY WIRE, 122.0 FT (37.2 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL
 AA6999'NO. 37, 152.0 FT (46.3 M) SOUTHWEST OF THE NORTHWEST CORNER OF A LARGE
 AA6999'HAY BARN, 2.4 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA6999'SET FLUSH WITH THE GROUND. STATION 33-21 1994 MAY BE USED AS AN
 AA6999'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7000 ***********************************************************************
 AA7000  DESIGNATION -  33 23
 AA7000  PID         -  AA7000
 AA7000  STATE/COUNTY-  AL/HALE
 AA7000  USGS QUAD   -  WARRIOR DAM (1980)
 AA7000
 AA7000                         *CURRENT SURVEY CONTROL
 AA7000  ___________________________________________________________________
 AA7000* NAD 83(1992)-  32 48 38.21119(N)    087 47 09.68452(W)     ADJUSTED  
 AA7000* NAVD 88     -        36.9    (meters)     121.     (feet)  VERTCON   
 AA7000  ___________________________________________________________________
 AA7000  X           -     207,292.779 (meters)                     COMP
 AA7000  Y           -  -5,361,885.859 (meters)                     COMP
 AA7000  Z           -   3,436,328.983 (meters)                     COMP
 AA7000  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AA7000  ELLIP HEIGHT-           7.67  (meters)          (07/29/02) GPS OBS
 AA7000  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AA7000
 AA7000  HORZ ORDER  -  FIRST
 AA7000  ELLP ORDER  -  FOURTH    CLASS I
 AA7000
 AA7000.The horizontal coordinates were established by GPS observations
 AA7000.and adjusted by the National Geodetic Survey in July 1995..
 AA7000
 AA7000.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7000
 AA7000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7000
 AA7000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7000
 AA7000.The ellipsoidal height was determined by GPS observations
 AA7000.and is referenced to NAD 83.
 AA7000
 AA7000.The geoid height was determined by GEOID03.
 AA7000
 AA7000;                    North         East     Units Scale Factor Converg.
 AA7000;SPC AL W     -   311,646.689   573,214.966   MT  0.99994218   -0 09 18.0
 AA7000;UTM  16      - 3,630,565.449   426,415.532   MT  0.99966676   -0 25 33.4
 AA7000
 AA7000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7000!SPC AL W     -   0.99999880  x   0.99994218  =   0.99994098
 AA7000!UTM  16      -   0.99999880  x   0.99966676  =   0.99966556
 AA7000
 AA7000:                Primary Azimuth Mark                     Grid Az
 AA7000:SPC AL W     -  33 24                                    112 20 22.7
 AA7000:UTM  16      -  33 24                                    112 36 38.1
 AA7000
 AA7000|---------------------------------------------------------------------|
 AA7000| PID    Reference Object                     Distance      Geod. Az  |
 AA7000|                                                           dddmmss.s |
 AA7000| AA7001 33 24                               410.411 METERS 1121104.7 |
 AA7000|---------------------------------------------------------------------|
 AA7000
 AA7000                          SUPERSEDED SURVEY CONTROL
 AA7000
 AA7000  ELLIP H (07/21/95)    7.73   (m)                       GP(       ) 3 2
 AA7000  NGVD 29 (07/21/95)   36.9    (m)          121.     (f) GPS OBS        
 AA7000
 AA7000.Superseded values are not recommended for survey control.
 AA7000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7000.See file dsdata.txt to determine how the superseded data were derived.
 AA7000
 AA7000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2641630565(NAD 83)
 AA7000_MARKER: DD = SURVEY DISK
 AA7000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7000_STAMPING: 33-23 1994
 AA7000_MARK LOGO: ALHD  
 AA7000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7000+STABILITY: SURFACE MOTION
 AA7000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7000+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7000
 AA7000  HISTORY     - Date     Condition        Report By
 AA7000  HISTORY     - 1994     MONUMENTED       ALHD
 AA7000
 AA7000                          STATION DESCRIPTION
 AA7000
 AA7000'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7000'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTH RIGHT OF WAY OF ALA
 AA7000'14, ABOUT 5.25 MI (8.45 KM) SOUTH-SOUTHWEST OF AKRON AND ABOUT 13.20
 AA7000'MI (21.24 KM) NORTHWEST OF GREENSBORO. TO REACH THE STATION FROM THE
 AA7000'JUNCTION OF ALA 14 AND ALA 60 (MILE POST 54.05 ON ALA 14 AND MILE POST
 AA7000'0.00 ON ALA 60) AT WEDGEWORTH, DRIVE NORTHWEST ON ALA 14 FOR 1.40 MI
 AA7000'(2.25 KM) TO MILE POST 52.65 AND THE STATION ON THE RIGHT. THE STATION
 AA7000'IS 54.5 FT (16.6 M) NORTH OF THE CENTERLINE OF ALA 14, 73.0 FT (22.3
 AA7000'M) NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 123.2
 AA7000'FT (37.6 M) EAST-SOUTHEAST OF A POWER AND CABLE POLE WITH THREE GUY
 AA7000'WIRES, 126.2 FT (38.5 M) NORTH-NORTHEAST OF A R O W SIGN ACROSS THE
 AA7000'ROAD, 149.3 FT (45.5 M) EAST-NORTHEAST OF A TELEPHONE CABLE PEDESTAL
 AA7000'ACROSS THE ROAD, 188.0 FT (57.3 M) EAST-NORTHEAST OF A TELEPHONE CABLE
 AA7000'PEDESTAL ACROSS THE ROAD, 188.7 FT (57.5 M) EAST-NORTHEAST OF A POWER
 AA7000'AND CABLE POLE WITH A TRANSFORMER AND TWO GUY WIRES ACROSS THE ROAD,
 AA7000'190.0 FT (57.9 M) EAST-NORTHEAST OF A TELEPHONE CABLE PEDESTAL ACROSS
 AA7000'THE ROAD, 15.9 FT (4.8 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA7000'FLUSH WITH THE GROUND. STATION 33-24 1994 MAY BE USED AS AN AZIMUTH
 AA7000'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7001 ***********************************************************************
 AA7001  DESIGNATION -  33 24
 AA7001  PID         -  AA7001
 AA7001  STATE/COUNTY-  AL/HALE
 AA7001  USGS QUAD   -  WARRIOR DAM (1980)
 AA7001
 AA7001                         *CURRENT SURVEY CONTROL
 AA7001  ___________________________________________________________________
 AA7001* NAD 83(1992)-  32 48 33.18048(N)    087 46 55.07642(W)     ADJUSTED  
 AA7001* NAVD 88     -        37.8    (meters)     124.     (feet)  VERTCON   
 AA7001  ___________________________________________________________________
 AA7001  X           -     207,675.799 (meters)                     COMP
 AA7001  Y           -  -5,361,955.874 (meters)                     COMP
 AA7001  Z           -   3,436,199.245 (meters)                     COMP
 AA7001  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AA7001  ELLIP HEIGHT-           8.62  (meters)          (07/29/02) GPS OBS
 AA7001  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AA7001
 AA7001  HORZ ORDER  -  FIRST
 AA7001  ELLP ORDER  -  FOURTH    CLASS I
 AA7001
 AA7001.The horizontal coordinates were established by GPS observations
 AA7001.and adjusted by the National Geodetic Survey in July 1995..
 AA7001
 AA7001.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7001
 AA7001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7001
 AA7001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7001
 AA7001.The ellipsoidal height was determined by GPS observations
 AA7001.and is referenced to NAD 83.
 AA7001
 AA7001.The geoid height was determined by GEOID03.
 AA7001
 AA7001;                    North         East     Units Scale Factor Converg.
 AA7001;SPC AL W     -   311,490.702   573,594.552   MT  0.99994193   -0 09 10.0
 AA7001;UTM  16      - 3,630,407.712   426,794.272   MT  0.99966608   -0 25 25.4
 AA7001
 AA7001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7001!SPC AL W     -   0.99999865  x   0.99994193  =   0.99994058
 AA7001!UTM  16      -   0.99999865  x   0.99966608  =   0.99966473
 AA7001
 AA7001:                Primary Azimuth Mark                     Grid Az
 AA7001:SPC AL W     -  33 23                                    292 20 22.6
 AA7001:UTM  16      -  33 23                                    292 36 38.0
 AA7001
 AA7001|---------------------------------------------------------------------|
 AA7001| PID    Reference Object                     Distance      Geod. Az  |
 AA7001|                                                           dddmmss.s |
 AA7001| AA7000 33 23                               410.411 METERS 2921112.6 |
 AA7001|---------------------------------------------------------------------|
 AA7001
 AA7001                          SUPERSEDED SURVEY CONTROL
 AA7001
 AA7001  ELLIP H (07/21/95)    8.68   (m)                       GP(       ) 3 2
 AA7001  NGVD 29 (07/21/95)   37.8    (m)          124.     (f) GPS OBS        
 AA7001
 AA7001.Superseded values are not recommended for survey control.
 AA7001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7001.See file dsdata.txt to determine how the superseded data were derived.
 AA7001
 AA7001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2679430408(NAD 83)
 AA7001_MARKER: DD = SURVEY DISK
 AA7001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7001_STAMPING: 33-24 1994
 AA7001_MARK LOGO: ALHD  
 AA7001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7001+STABILITY: SURFACE MOTION
 AA7001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7001+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7001
 AA7001  HISTORY     - Date     Condition        Report By
 AA7001  HISTORY     - 1994     MONUMENTED       ALHD
 AA7001
 AA7001                          STATION DESCRIPTION
 AA7001
 AA7001'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7001'THE STATION IS LOCATED IN HALE COUNTY ON THE SOUTH RIGHT OF WAY OF ALA
 AA7001'14, ABOUT 5.30 MI (8.53 KM) SOUTH-SOUTHWEST OF AKRON AND ABOUT 12.95
 AA7001'MI (20.84 KM) NORTHWEST OF GREENSBORO. TO REACH THE STATION FROM THE
 AA7001'JUNCTION OF ALA 14 AND ALA 60 (MILE POST 54.05 ON ALA 14 AND MILE POST
 AA7001'0.00 ON ALA 60) AT WEDGEWORTH, DRIVE NORTHWEST ON ALA 14 FOR 1.10 MI
 AA7001'(1.77 KM) TO MILE POST 52.95 AND THE STATION ON THE LEFT. THE STATION
 AA7001'IS 5.3 FT (1.6 M) EAST OF TELEPHONE CABLE PEDESTAL, 6.2 FT (1.9 M)
 AA7001'EAST OF BURIED CABLE WARNING SIGN, 16.0 FT (4.9 M) WEST OF A R O W
 AA7001'SIGN, 41.6 FT (12.7 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF ALA 14,
 AA7001'109.2 FT (33.3 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 127, 109.4 FT
 AA7001'(33.3 M) WEST OF A CABLE POLE WITN ONE GUY WIRE, 2.0 FT (0.6 M)
 AA7001'NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7001'GROUND. STATION 33-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7002 ***********************************************************************
 AA7002  DESIGNATION -  33 25
 AA7002  PID         -  AA7002
 AA7002  STATE/COUNTY-  AL/HALE
 AA7002  USGS QUAD   -  SAWYERVILLE (1980)
 AA7002
 AA7002                         *CURRENT SURVEY CONTROL
 AA7002  ___________________________________________________________________
 AA7002* NAD 83(1992)-  32 46 34.11724(N)    087 42 02.51629(W)     ADJUSTED  
 AA7002* NAVD 88     -        92.9    (meters)     305.     (feet)  VERTCON   
 AA7002  ___________________________________________________________________
 AA7002  X           -     215,362.386 (meters)                     COMP
 AA7002  Y           -  -5,363,687.023 (meters)                     COMP
 AA7002  Z           -   3,433,145.697 (meters)                     COMP
 AA7002  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA7002  ELLIP HEIGHT-          63.61  (meters)          (07/29/02) GPS OBS
 AA7002  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AA7002
 AA7002  HORZ ORDER  -  FIRST
 AA7002  ELLP ORDER  -  FOURTH    CLASS I
 AA7002
 AA7002.The horizontal coordinates were established by GPS observations
 AA7002.and adjusted by the National Geodetic Survey in July 1995..
 AA7002
 AA7002.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7002
 AA7002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7002
 AA7002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7002
 AA7002.The ellipsoidal height was determined by GPS observations
 AA7002.and is referenced to NAD 83.
 AA7002
 AA7002.The geoid height was determined by GEOID03.
 AA7002
 AA7002;                    North         East     Units Scale Factor Converg.
 AA7002;SPC AL W     -   307,805.733   581,198.053   MT  0.99993769   -0 06 31.1
 AA7002;UTM  16      - 3,626,687.888   434,378.144   MT  0.99965310   -0 22 45.6
 AA7002
 AA7002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7002!SPC AL W     -   0.99999001  x   0.99993769  =   0.99992770
 AA7002!UTM  16      -   0.99999001  x   0.99965310  =   0.99964312
 AA7002
 AA7002|---------------------------------------------------------------------|
 AA7002| PID    Reference Object                     Distance      Geod. Az  |
 AA7002|                                                           dddmmss.s |
 AA7002| AA7003 33 26                               363.579 METERS 00452     |
 AA7002|---------------------------------------------------------------------|
 AA7002
 AA7002                          SUPERSEDED SURVEY CONTROL
 AA7002
 AA7002  ELLIP H (07/21/95)   63.67   (m)                       GP(       ) 3 2
 AA7002  NGVD 29 (07/21/95)   92.8    (m)          304.     (f) GPS OBS        
 AA7002
 AA7002.Superseded values are not recommended for survey control.
 AA7002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7002.See file dsdata.txt to determine how the superseded data were derived.
 AA7002
 AA7002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3437826688(NAD 83)
 AA7002_MARKER: DD = SURVEY DISK
 AA7002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7002_STAMPING: 33-25 1994
 AA7002_MARK LOGO: ALHD  
 AA7002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7002+STABILITY: SURFACE MOTION
 AA7002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7002+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7002
 AA7002  HISTORY     - Date     Condition        Report By
 AA7002  HISTORY     - 1994     MONUMENTED       ALHD
 AA7002
 AA7002                          STATION DESCRIPTION
 AA7002
 AA7002'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7002'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 AA7002'HALE COUNTY ROAD NO. 18, ABOUT 7.35 MI (11.83 KM) SOUTH-SOUTHEAST OF
 AA7002'AKRON AND ABOUT 7.90 MI (12.71 KM) NORTHWEST OF GREENSBORO. TO REACH
 AA7002'THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 60 (MILE POST 54.05 ON
 AA7002'ALA 14 AND MILE POST 0.00 ON ALA 60) AT AKRON, DRIVE SOUTHEAST ON ALA
 AA7002'14 FOR 7.85 MI (12.63 KM) TO MILE POST 61.90 AND HALE COUNTY ROAD NO.
 AA7002'30 ON THE LEFT, TURN LEFT ON HALE COUNTY ROAD NO. 30 AND DRIVE NORTH
 AA7002'AND NORTHWEST FOR 3.50 MI (5.63 KM) TO HALE COUNTY ROAD NO. 18 ON THE
 AA7002'LEFT, TURN LEFT ON HALE COUNTY ROAD NO. 18 AND DRIVE SOUTH FOR 0.10 MI
 AA7002'(0.16 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA7002'SOUTHEAST OF A NINE STRAND BARBED WIRE FENCE ON OLD TREATED WOOD
 AA7002'POSTS, 37.8 FT (11.5 M) NORTHWEST OF THE CENTER OF HALE COUNTY ROAD
 AA7002'NO. 18, 96.4 FT (29.4 M) NORTH OF A GRAPHIC STOP AHEAD SIGN ACROSS THE
 AA7002'ROAD, 2.4 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA7002'FLUSH WITH THE GROUND. STATION 33-26 1994 MAY BE USED AS AN AZIMUTH
 AA7002'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7003 ***********************************************************************
 AA7003  DESIGNATION -  33 26
 AA7003  PID         -  AA7003
 AA7003  STATE/COUNTY-  AL/HALE
 AA7003  USGS QUAD   -  SAWYERVILLE (1980)
 AA7003
 AA7003                         *CURRENT SURVEY CONTROL
 AA7003  ___________________________________________________________________
 AA7003* NAD 83(1992)-  32 46 45.87707(N)    087 42 01.33156(W)     ADJUSTED  
 AA7003* NAVD 88     -        91.5    (meters)     300.     (feet)  VERTCON   
 AA7003  ___________________________________________________________________
 AA7003  X           -     215,385.278 (meters)                     COMP
 AA7003  Y           -  -5,363,488.681 (meters)                     COMP
 AA7003  Z           -   3,433,449.557 (meters)                     COMP
 AA7003  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA7003  ELLIP HEIGHT-          62.26  (meters)          (07/29/02) GPS OBS
 AA7003  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AA7003
 AA7003  HORZ ORDER  -  FIRST
 AA7003  ELLP ORDER  -  FOURTH    CLASS I
 AA7003
 AA7003.The horizontal coordinates were established by GPS observations
 AA7003.and adjusted by the National Geodetic Survey in July 1995..
 AA7003
 AA7003.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7003
 AA7003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7003
 AA7003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7003
 AA7003.The ellipsoidal height was determined by GPS observations
 AA7003.and is referenced to NAD 83.
 AA7003
 AA7003.The geoid height was determined by GEOID03.
 AA7003
 AA7003;                    North         East     Units Scale Factor Converg.
 AA7003;SPC AL W     -   308,167.921   581,229.569   MT  0.99993768   -0 06 30.5
 AA7003;UTM  16      - 3,627,049.821   434,411.361   MT  0.99965304   -0 22 45.1
 AA7003
 AA7003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7003!SPC AL W     -   0.99999022  x   0.99993768  =   0.99992791
 AA7003!UTM  16      -   0.99999022  x   0.99965304  =   0.99964327
 AA7003
 AA7003|---------------------------------------------------------------------|
 AA7003| PID    Reference Object                     Distance      Geod. Az  |
 AA7003|                                                           dddmmss.s |
 AA7003| AA7002 33 25                               363.579 METERS 18452     |
 AA7003|---------------------------------------------------------------------|
 AA7003
 AA7003                          SUPERSEDED SURVEY CONTROL
 AA7003
 AA7003  ELLIP H (07/21/95)   62.32   (m)                       GP(       ) 3 2
 AA7003  NGVD 29 (07/21/95)   91.5    (m)          300.     (f) GPS OBS        
 AA7003
 AA7003.Superseded values are not recommended for survey control.
 AA7003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7003.See file dsdata.txt to determine how the superseded data were derived.
 AA7003
 AA7003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3441127050(NAD 83)
 AA7003_MARKER: DD = SURVEY DISK
 AA7003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7003_STAMPING: 33-26 1994
 AA7003_MARK LOGO: ALHD  
 AA7003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7003+STABILITY: SURFACE MOTION
 AA7003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7003+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7003
 AA7003  HISTORY     - Date     Condition        Report By
 AA7003  HISTORY     - 1994     MONUMENTED       ALHD
 AA7003
 AA7003                          STATION DESCRIPTION
 AA7003
 AA7003'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7003'THE STATION IS LOCATED IN HALE COUNTY ON THE WEST RIGHT OF WAY OF A
 AA7003'COUNTY GRAVEL ROAD, ABOUT 7.10 MI (11.43 KM) SOUTH-SOUTHEAST OF AKRON
 AA7003'AND ABOUT 8.05 MI (12.95 KM) NORTHWEST OF GREENSBORO. TO REACH THE
 AA7003'STATION FROM THE JUNCTION OF ALA 14 AND ALA 60 (MILE POST 54.05 ON ALA
 AA7003'14 AND MILE POST 0.00 ON ALA 60) AT AKRON, DRIVE SOUTHEAST ON ALA 14
 AA7003'FOR 7.85 MI (12.63 KM) TO MILE POST 61.90 AND HALE COUNTY ROAD NO. 30
 AA7003'ON THE LEFT, TURN LEFT ON HALE COUNTY ROAD NO. 30 AND DRIVE NORTH AND
 AA7003'NORTHWEST FOR 3.55 MI (5.71 KM) TO A COUNTY GRAVEL ROAD ON THE RIGHT,
 AA7003'TURN RIGHT ON THE COUNTY GRAVEL ROAD AND DRIVE NORTH FOR 0.10 MI (0.16
 AA7003'KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) EAST OF
 AA7003'A SIX STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 18.6 FT (5.7 M) WEST
 AA7003'OF THE CENTER OF THE GRAVEL ROAD, 135.7 FT (41.4 M) SOUTH OF A POWER
 AA7003'POLE, 135.9 FT (41.4 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 41 E 23
 AA7003'N 1, 3.3 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA7003'FLUSH WITH THE GROUND. STATION 33-25 1994 MAY BE USED AS AN AZIMUTH
 AA7003'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7004 ***********************************************************************
 AA7004  DESIGNATION -  33 27
 AA7004  PID         -  AA7004
 AA7004  STATE/COUNTY-  AL/HALE
 AA7004  USGS QUAD   -  INGRAM (1983)
 AA7004
 AA7004                         *CURRENT SURVEY CONTROL
 AA7004  ___________________________________________________________________
 AA7004* NAD 83(1992)-  32 46 22.32277(N)    087 35 07.35203(W)     ADJUSTED  
 AA7004* NAVD 88     -        54.1    (meters)     177.     (feet)  VERTCON   
 AA7004  ___________________________________________________________________
 AA7004  X           -     226,164.738 (meters)                     COMP
 AA7004  Y           -  -5,363,406.576 (meters)                     COMP
 AA7004  Z           -   3,432,819.179 (meters)                     COMP
 AA7004  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AA7004  ELLIP HEIGHT-          24.78  (meters)          (07/29/02) GPS OBS
 AA7004  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AA7004
 AA7004  HORZ ORDER  -  FIRST
 AA7004  ELLP ORDER  -  FOURTH    CLASS I
 AA7004
 AA7004.The horizontal coordinates were established by GPS observations
 AA7004.and adjusted by the National Geodetic Survey in July 1995..
 AA7004
 AA7004.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7004
 AA7004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7004
 AA7004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7004
 AA7004.The ellipsoidal height was determined by GPS observations
 AA7004.and is referenced to NAD 83.
 AA7004
 AA7004.The geoid height was determined by GEOID03.
 AA7004
 AA7004;                    North         East     Units Scale Factor Converg.
 AA7004;SPC AL W     -   307,427.819   592,001.531   MT  0.99993412   -0 02 46.4
 AA7004;UTM  16      - 3,626,259.066   445,176.574   MT  0.99963706   -0 19 00.8
 AA7004
 AA7004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7004!SPC AL W     -   0.99999611  x   0.99993412  =   0.99993023
 AA7004!UTM  16      -   0.99999611  x   0.99963706  =   0.99963317
 AA7004
 AA7004:                Primary Azimuth Mark                     Grid Az
 AA7004:SPC AL W     -  33 28                                    345 14 58.6
 AA7004:UTM  16      -  33 28                                    345 31 13.0
 AA7004
 AA7004|---------------------------------------------------------------------|
 AA7004| PID    Reference Object                     Distance      Geod. Az  |
 AA7004|                                                           dddmmss.s |
 AA7004| AA7005 33 28                               482.710 METERS 3451212.2 |
 AA7004|---------------------------------------------------------------------|
 AA7004
 AA7004                          SUPERSEDED SURVEY CONTROL
 AA7004
 AA7004  ELLIP H (07/21/95)   24.82   (m)                       GP(       ) 3 2
 AA7004  NGVD 29 (07/21/95)   54.0    (m)          177.     (f) GPS OBS        
 AA7004
 AA7004.Superseded values are not recommended for survey control.
 AA7004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7004.See file dsdata.txt to determine how the superseded data were derived.
 AA7004
 AA7004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4517726259(NAD 83)
 AA7004_MARKER: DD = SURVEY DISK
 AA7004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7004_STAMPING: 33-27 1994
 AA7004_MARK LOGO: ALHD  
 AA7004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7004+STABILITY: SURFACE MOTION
 AA7004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7004+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7004
 AA7004  HISTORY     - Date     Condition        Report By
 AA7004  HISTORY     - 1994     MONUMENTED       ALHD
 AA7004
 AA7004                          STATION DESCRIPTION
 AA7004
 AA7004'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7004'THE STATION IS LOCATED IN HALE COUNTY ON THE EAST RIGHT OF WAY OF ALA
 AA7004'69, ABOUT 4.80 MI (7.72 KM) NORTH OF GREENSBORO AND ABOUT 11.65 MI
 AA7004'(18.75 KM) SOUTHEAST OF AKRON. TO REACH THE STATION FROM THE JUNCTION
 AA7004'OF ALA 14 AND ALA 69 NORTH (MILE POST 108.35 ON ALA 69 AND MILE POST
 AA7004'67.60 ON ALA 14) AT A TRAFFIC LIGHT IN GREENSBORO, DRIVE NORTH ON ALA
 AA7004'69 FOR 5.10 MI (8.21 KM) TO MILE POST 113.45 AND THE STATION ON THE
 AA7004'RIGHT. THE STATION IS 41.3 FT (12.6 M) EAST OF THE CENTERLINE OF ALA
 AA7004'69, 123.3 FT (37.6 M) NORTH-NORTHEAST OF A HALE COUNTY 4 DIRECTIONAL
 AA7004'SIGN ACROSS THE ROAD, 124.0 FT (37.8 M) NORTH OF AN ALA 69 NORTH SIGN,
 AA7004'139.0 FT (42.4 M) NORTHEAST OF A TRANSFORMER POWER POLE WITH A
 AA7004'SECURITY LIGHT AND THREE GUY WIRES ACROSS THE ROAD, 183.6 FT (56.0 M)
 AA7004'NORTH OF A STOP SIGN, 212.7 FT (64.8 M) NORTH OF THE CENTERLINE OF
 AA7004'HALE COUNTY ROAD NO. 4, 2.1 FT (0.6 M) WEST OF A CARSONITE WITNESS
 AA7004'POST, AND SET FLUSH WITH THE GROUND. STATION 33-28 1994 MAY BE USED AS
 AA7004'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7005 ***********************************************************************
 AA7005  DESIGNATION -  33 28
 AA7005  PID         -  AA7005
 AA7005  STATE/COUNTY-  AL/HALE
 AA7005  USGS QUAD   -  INGRAM (1983)
 AA7005
 AA7005                         *CURRENT SURVEY CONTROL
 AA7005  ___________________________________________________________________
 AA7005* NAD 83(1992)-  32 46 37.47264(N)    087 35 12.08909(W)     ADJUSTED  
 AA7005* NAVD 88     -        61.6    (meters)     202.     (feet)  VERTCON   
 AA7005  ___________________________________________________________________
 AA7005  X           -     226,031.192 (meters)                     COMP
 AA7005  Y           -  -5,363,165.706 (meters)                     COMP
 AA7005  Z           -   3,433,215.683 (meters)                     COMP
 AA7005  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AA7005  ELLIP HEIGHT-          32.35  (meters)          (07/29/02) GPS OBS
 AA7005  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 AA7005
 AA7005  HORZ ORDER  -  FIRST
 AA7005  ELLP ORDER  -  FOURTH    CLASS I
 AA7005
 AA7005.The horizontal coordinates were established by GPS observations
 AA7005.and adjusted by the National Geodetic Survey in July 1995..
 AA7005
 AA7005.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7005
 AA7005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7005
 AA7005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7005
 AA7005.The ellipsoidal height was determined by GPS observations
 AA7005.and is referenced to NAD 83.
 AA7005
 AA7005.The geoid height was determined by GEOID03.
 AA7005
 AA7005;                    North         East     Units Scale Factor Converg.
 AA7005;SPC AL W     -   307,894.591   591,878.637   MT  0.99993415   -0 02 49.0
 AA7005;UTM  16      - 3,626,726.274   445,055.923   MT  0.99963722   -0 19 03.5
 AA7005
 AA7005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7005!SPC AL W     -   0.99999492  x   0.99993415  =   0.99992907
 AA7005!UTM  16      -   0.99999492  x   0.99963722  =   0.99963214
 AA7005
 AA7005:                Primary Azimuth Mark                     Grid Az
 AA7005:SPC AL W     -  33 27                                    165 14 58.6
 AA7005:UTM  16      -  33 27                                    165 31 13.1
 AA7005
 AA7005|---------------------------------------------------------------------|
 AA7005| PID    Reference Object                     Distance      Geod. Az  |
 AA7005|                                                           dddmmss.s |
 AA7005| AA7004 33 27                               482.710 METERS 1651209.6 |
 AA7005|---------------------------------------------------------------------|
 AA7005
 AA7005                          SUPERSEDED SURVEY CONTROL
 AA7005
 AA7005  ELLIP H (07/21/95)   32.39   (m)                       GP(       ) 3 2
 AA7005  NGVD 29 (07/21/95)   61.6    (m)          202.     (f) GPS OBS        
 AA7005
 AA7005.Superseded values are not recommended for survey control.
 AA7005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7005.See file dsdata.txt to determine how the superseded data were derived.
 AA7005
 AA7005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4505626726(NAD 83)
 AA7005_MARKER: DD = SURVEY DISK
 AA7005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7005_STAMPING: 33-28 1994
 AA7005_MARK LOGO: ALHD  
 AA7005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7005+STABILITY: SURFACE MOTION
 AA7005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7005+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7005
 AA7005  HISTORY     - Date     Condition        Report By
 AA7005  HISTORY     - 1994     MONUMENTED       ALHD
 AA7005
 AA7005                          STATION DESCRIPTION
 AA7005
 AA7005'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7005'THE STATION IS LOCATED IN HALE COUNTY ON THE WEST RIGHT OF WAY OF ALA
 AA7005'69, ABOUT 5.05 MI (8.13 KM) NORTH OF GREENSBORO AND ABOUT 11.35 MI
 AA7005'(18.27 KM) SOUTHEAST OF AKRON. TO REACH THE STATION FROM THE JUNCTION
 AA7005'OF ALA 14 AND ALA 69 NORTH (MILE POST 108.35 ON ALA 69 AND MILE POST
 AA7005'67.60 ON ALA 14) AT A TRAFFIC LIGHT IN GREENSBORO, DRIVE NORTH ON ALA
 AA7005'69 FOR 5.40 MI (8.69 KM) TO MILE POST 113.75 AND THE STATION ON THE
 AA7005'LEFT. THE STATION IS 35.9 FT (10.9 M) WEST-SOUTHWEST OF THE CENTERLINE
 AA7005'OF ALA 69, 160.0 FT (48.8 M) SOUTH-SOUTHEAST OF A POWER POLE, 231.6 FT
 AA7005'(70.6 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 47 ACROSS THE ROAD,
 AA7005'232.5 FT (70.9 M) SOUTH OF A BURIED CABLE WARNING SIGN ACROSS THE
 AA7005'ROAD, 252.0 FT (76.8 M) NORTH OF A POWER POLE, 297.3 FT (90.6 M) SOUTH
 AA7005'OF A JCT HALE COUNTY 32 SIGN ACROSS THE ROAD, 12.5 FT (3.8 M)
 AA7005'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7005'STATION 33-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7006 ***********************************************************************
 AA7006  DESIGNATION -  33 29
 AA7006  PID         -  AA7006
 AA7006  STATE/COUNTY-  AL/HALE
 AA7006  USGS QUAD   -  HOGGLESVILLE (1983)
 AA7006
 AA7006                         *CURRENT SURVEY CONTROL
 AA7006  ___________________________________________________________________
 AA7006* NAD 83(1992)-  32 46 37.08168(N)    087 29 54.28112(W)     ADJUSTED  
 AA7006* NAVD 88     -       104.4    (meters)     343.     (feet)  VERTCON   
 AA7006  ___________________________________________________________________
 AA7006  X           -     234,296.213 (meters)                     COMP
 AA7006  Y           -  -5,362,853.483 (meters)                     COMP
 AA7006  Z           -   3,433,228.689 (meters)                     COMP
 AA7006  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA7006  ELLIP HEIGHT-          75.08  (meters)          (07/29/02) GPS OBS
 AA7006  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AA7006
 AA7006  HORZ ORDER  -  FIRST
 AA7006  ELLP ORDER  -  FOURTH    CLASS I
 AA7006
 AA7006.The horizontal coordinates were established by GPS observations
 AA7006.and adjusted by the National Geodetic Survey in July 1995..
 AA7006
 AA7006.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7006
 AA7006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7006
 AA7006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7006
 AA7006.The ellipsoidal height was determined by GPS observations
 AA7006.and is referenced to NAD 83.
 AA7006
 AA7006.The geoid height was determined by GEOID03.
 AA7006
 AA7006;                    North         East     Units Scale Factor Converg.
 AA7006;SPC AL W     -   307,879.223   600,148.820   MT  0.99993333   +0 00 03.1
 AA7006;UTM  16      - 3,626,671.850   453,323.446   MT  0.99962686   -0 16 11.4
 AA7006
 AA7006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7006!SPC AL W     -   0.99998821  x   0.99993333  =   0.99992154
 AA7006!UTM  16      -   0.99998821  x   0.99962686  =   0.99961508
 AA7006
 AA7006:                Primary Azimuth Mark                     Grid Az
 AA7006:SPC AL W     -  33 30                                    028 35 11.0
 AA7006:UTM  16      -  33 30                                    028 51 25.5
 AA7006
 AA7006|---------------------------------------------------------------------|
 AA7006| PID    Reference Object                     Distance      Geod. Az  |
 AA7006|                                                           dddmmss.s |
 AA7006| AA7007 33 30                               458.525 METERS 0283514.1 |
 AA7006|---------------------------------------------------------------------|
 AA7006
 AA7006                          SUPERSEDED SURVEY CONTROL
 AA7006
 AA7006  ELLIP H (07/21/95)   75.13   (m)                       GP(       ) 3 2
 AA7006  NGVD 29 (07/21/95)  104.3    (m)          342.     (f) GPS OBS        
 AA7006
 AA7006.Superseded values are not recommended for survey control.
 AA7006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7006.See file dsdata.txt to determine how the superseded data were derived.
 AA7006
 AA7006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5332326672(NAD 83)
 AA7006_MARKER: DD = SURVEY DISK
 AA7006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7006_STAMPING: 33-29 1994
 AA7006_MARK LOGO: ALHD  
 AA7006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7006+STABILITY: SURFACE MOTION
 AA7006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7006+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7006
 AA7006  HISTORY     - Date     Condition        Report By
 AA7006  HISTORY     - 1994     MONUMENTED       ALHD
 AA7006
 AA7006                          STATION DESCRIPTION
 AA7006
 AA7006'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7006'THE STATION IS LOCATED IN HALE COUNTY ON THE WEST RIGHT OF WAY OF HALE
 AA7006'COUNTY ROAD NO. 51, ABOUT 7.45 MI (11.99 KM) NORTHEAST OF GREENSBORO
 AA7006'AND ABOUT 12.30 MI (19.79 KM) NORTH OF NEWBERN. TO REACH THE STATION
 AA7006'FROM THE JUNCTION OF ALA 25 NORTH AND ALA 69 NORTH (MILE POST 53.35 ON
 AA7006'ALA 25 AND MILE POST 108.70 ON ALA 69) AT A TRAFFIC LIGHT IN
 AA7006'GREENSBORO, DRIVE EAST, NORTH, AND NORTHEAST ON ALA 25 FOR 3.90 MI
 AA7006'(6.28 KM) TO MILE POST 57.25 AND HALE COUNTY ROAD NO. 51 ON THE RIGHT,
 AA7006'TURN RIGHT ON HALE COUNTY ROAD NO. 51 AND DRIVE NORTHEAST FOR 5.00 MI
 AA7006'(8.05 KM) TO THE STATION ON THE LEFT. THE STATION IS 25.8 FT (7.9 M)
 AA7006'WEST OF THE CENTER OF A PAVED COUNTY ROAD, 42.4 FT (12.9 M) SOUTHWEST
 AA7006'OF A BLACK PLASTIC MAIL BOX ON A FOUR BY FOUR-INCH WOOD POST, 48.0 FT
 AA7006'(14.6 M) EAST OF THE CENTER OF THE FRONT STEPS OF AN ABANDONED WHITE
 AA7006'FRAME HOUSE, 50.2 FT (15.3 M) WEST OF THE CENTER OF HALE COUNTY ROAD
 AA7006'NO. 51, 81.0 FT (24.7 M) NORTHEAST OF THE NORTHEAST CORNER OF A DOUBLE
 AA7006'WIDE MOBLE HOME, 101.2 FT (30.8 M) NORTH OF A STOP SIGN, 131.0 FT
 AA7006'(39.9 M) NORTH OF A GRAPHIC RIGHT CURVE SIGN, AND SET ONE INCH
 AA7006'UNDERGROUND. STATION 33-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7006'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3220 ***********************************************************************
 CN3220  DESIGNATION -  33 3
 CN3220  PID         -  CN3220
 CN3220  STATE/COUNTY-  AL/HALE
 CN3220  USGS QUAD   -  SAWYERVILLE (1980)
 CN3220
 CN3220                         *CURRENT SURVEY CONTROL
 CN3220  ___________________________________________________________________
 CN3220* NAD 83(1992)-  32 49 37.67959(N)    087 40 34.04559(W)     ADJUSTED  
 CN3220* NAVD 88     -       109.0    (meters)     358.     (feet)  VERTCON   
 CN3220  ___________________________________________________________________
 CN3220  X           -     217,539.284 (meters)                     COMP
 CN3220  Y           -  -5,360,546.866 (meters)                     COMP
 CN3220  Z           -   3,437,907.665 (meters)                     COMP
 CN3220  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CN3220  ELLIP HEIGHT-          79.81  (meters)          (07/29/02) GPS OBS
 CN3220  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CN3220
 CN3220  HORZ ORDER  -  FIRST
 CN3220  ELLP ORDER  -  FOURTH    CLASS I
 CN3220
 CN3220.The horizontal coordinates were established by GPS observations
 CN3220.and adjusted by the National Geodetic Survey in December 1992..
 CN3220
 CN3220.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3220
 CN3220.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3220
 CN3220.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3220
 CN3220.The ellipsoidal height was determined by GPS observations
 CN3220.and is referenced to NAD 83.
 CN3220
 CN3220.The geoid height was determined by GEOID03.
 CN3220
 CN3220;                    North         East     Units Scale Factor Converg.
 CN3220;SPC AL W     -   313,456.057   583,509.734   MT  0.99993669   -0 05 43.7
 CN3220;UTM  16      - 3,632,325.607   436,715.843   MT  0.99964938   -0 21 59.6
 CN3220
 CN3220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3220!SPC AL W     -   0.99998747  x   0.99993669  =   0.99992416
 CN3220!UTM  16      -   0.99998747  x   0.99964938  =   0.99963685
 CN3220
 CN3220|---------------------------------------------------------------------|
 CN3220| PID    Reference Object                     Distance      Geod. Az  |
 CN3220|                                                           dddmmss.s |
 CN3220| CN3167 33 4                                398.854 METERS 34924     |
 CN3220|---------------------------------------------------------------------|
 CN3220
 CN3220                          SUPERSEDED SURVEY CONTROL
 CN3220
 CN3220  ELLIP H (12/04/92)   79.88   (m)                       GP(       ) 4 1
 CN3220  NAD 83(1986)-  32 49 37.68645(N)    087 40 34.04804(W) AD(       ) 1
 CN3220  NGVD 29 (12/04/92)  109.0    (m)          358.     (f) GPS OBS        
 CN3220
 CN3220.Superseded values are not recommended for survey control.
 CN3220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3220.See file dsdata.txt to determine how the superseded data were derived.
 CN3220
 CN3220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3671632326(NAD 83)
 CN3220_MARKER: DD = SURVEY DISK
 CN3220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3220_SP_SET: CONCRETE POST
 CN3220_STAMPING: 33-3 1991
 CN3220_MARK LOGO: ALHD  
 CN3220_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3220+STABILITY: SURFACE MOTION
 CN3220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3220+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3220
 CN3220  HISTORY     - Date     Condition        Report By
 CN3220  HISTORY     - 1991     MONUMENTED       ALHD
 CN3220
 CN3220                          STATION DESCRIPTION
 CN3220
 CN3220'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3220'THE STATION IS LOCATED IN HALE COUNTY ON THE WEST RIGHT OF WAY OF HALE
 CN3220'COUNTY ROAD NO. 21, ABOUT 15.61 KM (9.70 MI) NORTH - NORTHWEST OF
 CN3220'GREENSBORO AND ABOUT 19.79 KM (12.30 MI) EAST OF EUTAW.
 CN3220'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 69 SOUTH
 CN3220'(MILE POST 67.35 ON ALA 14) IN GREENSBORO, DRIVE WEST AND NORTHWEST
 CN3220'3.78 KM (2.35 MI) TO MILE POST 65 AND HALE COUNTY ROAD NO. 21 ON THE
 CN3220'RIGHT, TURN RIGHT ON HALE COUNTY ROAD NO. 21 AND DRIVE NORTH 1.0 MI
 CN3220'(1.6 KM) TO HALE COUNTY ROAD NO. 19 ON THE RIGHT, CONTINUE NORTH ON
 CN3220'HALE COUNTY ROAD NO. 21 8.93 KM (5.55 MI) TO HALE COUNTY ROAD NO. 32
 CN3220'ON THE RIGHT, CONTINUE NORTH ON HALE COUNTY ROAD NO. 21 2.57 KM
 CN3220'(1.60 MI) TO HALE COUNTY ROAD NO. 32 ON THE LEFT, CONTINUE NORTH ON
 CN3220'HALE COUNTY ROAD NO. 21 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 CN3220'THE STATION IS 1.40 M (4.59 FT) EAST - NOPRTHEAST OF A OLD THREE
 CN3220'STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 10.61 M (34.81 FT)
 CN3220'SOUTHEAST OF A PARTIALLY ROTTED CROSS TIE FENCE POST, 10.82 M
 CN3220'(35.50 FT) WEST - SOUTHWEST OF THE CENTER OF HALE COUNTY ROAD NO. 21,
 CN3220'AND 4.2 FT (1.3 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 CN3220'STATION 33-4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3220'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 CN3220'MRS. EVELYN HARRIS
 CN3220'ROUTE 1, BOX 71
 CN3220'AKRON, ALABAMA 35491
 CN3220'PHONE 205 - 372 - 3766.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7007 ***********************************************************************
 AA7007  DESIGNATION -  33 30
 AA7007  PID         -  AA7007
 AA7007  STATE/COUNTY-  AL/HALE
 AA7007  USGS QUAD   -  HOGGLESVILLE (1983)
 AA7007
 AA7007                         *CURRENT SURVEY CONTROL
 AA7007  ___________________________________________________________________
 AA7007* NAD 83(1992)-  32 46 50.15144(N)    087 29 45.85012(W)     ADJUSTED  
 AA7007* NAVD 88     -       109.1    (meters)     358.     (feet)  VERTCON   
 AA7007  ___________________________________________________________________
 AA7007  X           -     234,506.067 (meters)                     COMP
 AA7007  Y           -  -5,362,630.076 (meters)                     COMP
 AA7007  Z           -   3,433,569.750 (meters)                     COMP
 AA7007  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA7007  ELLIP HEIGHT-          79.78  (meters)          (07/29/02) GPS OBS
 AA7007  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AA7007
 AA7007  HORZ ORDER  -  FIRST
 AA7007  ELLP ORDER  -  FOURTH    CLASS I
 AA7007
 AA7007.The horizontal coordinates were established by GPS observations
 AA7007.and adjusted by the National Geodetic Survey in July 1995..
 AA7007
 AA7007.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7007
 AA7007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7007
 AA7007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7007
 AA7007.The ellipsoidal height was determined by GPS observations
 AA7007.and is referenced to NAD 83.
 AA7007
 AA7007.The geoid height was determined by GEOID03.
 AA7007
 AA7007;                    North         East     Units Scale Factor Converg.
 AA7007;SPC AL W     -   308,281.825   600,368.202   MT  0.99993334   +0 00 07.7
 AA7007;UTM  16      - 3,627,073.288   453,544.659   MT  0.99962661   -0 16 06.9
 AA7007
 AA7007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7007!SPC AL W     -   0.99998747  x   0.99993334  =   0.99992082
 AA7007!UTM  16      -   0.99998747  x   0.99962661  =   0.99961409
 AA7007
 AA7007:                Primary Azimuth Mark                     Grid Az
 AA7007:SPC AL W     -  33 29                                    208 35 10.9
 AA7007:UTM  16      -  33 29                                    208 51 25.5
 AA7007
 AA7007|---------------------------------------------------------------------|
 AA7007| PID    Reference Object                     Distance      Geod. Az  |
 AA7007|                                                           dddmmss.s |
 AA7007| AA7006 33 29                               458.525 METERS 2083518.6 |
 AA7007|---------------------------------------------------------------------|
 AA7007
 AA7007                          SUPERSEDED SURVEY CONTROL
 AA7007
 AA7007  ELLIP H (07/21/95)   79.83   (m)                       GP(       ) 3 2
 AA7007  NGVD 29 (07/21/95)  109.0    (m)          358.     (f) GPS OBS        
 AA7007
 AA7007.Superseded values are not recommended for survey control.
 AA7007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7007.See file dsdata.txt to determine how the superseded data were derived.
 AA7007
 AA7007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5354527073(NAD 83)
 AA7007_MARKER: DD = SURVEY DISK
 AA7007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7007_STAMPING: 33-30 1994
 AA7007_MARK LOGO: ALHD  
 AA7007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7007+STABILITY: SURFACE MOTION
 AA7007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7007+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7007
 AA7007  HISTORY     - Date     Condition        Report By
 AA7007  HISTORY     - 1994     MONUMENTED       ALHD
 AA7007
 AA7007                          STATION DESCRIPTION
 AA7007
 AA7007'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7007'THE STATION IS LOCATED IN HALE COUNTY ON THE EAST RIGHT OF WAY OF HALE
 AA7007'COUNTY ROAD NO. 51, ABOUT 7.70 MI (12.39 KM) NORTHEAST OF GREENSBORO
 AA7007'AND ABOUT 12.50 MI (20.12 KM) NORTH OF NEWBERN. TO REACH THE STATION
 AA7007'FROM THE JUNCTION OF ALA 25 NORTH AND ALA 69 NORTH (MILE POST 53.35 ON
 AA7007'ALA 25 AND MILE POST 108.70 ON ALA 69) AT A TRAFFIC LIGHT IN
 AA7007'GREENSBORO, DRIVE EAST, NORTH, AND NORTHEAST ON ALA 25 FOR 3.90 MI
 AA7007'(6.28 KM) TO MILE POST 57.25 AND HALE COUNTY ROAD NO. 51 ON THE RIGHT,
 AA7007'TURN RIGHT ON HALE COUNTY ROAD NO. 51 AND DRIVE NORTHEAST FOR 5.30 MI
 AA7007'(8.53 KM) TO THE STATION ON THE RIGHT. THE STATION IS 13.3 FT (4.1 M)
 AA7007'WEST OF TELEPHONE CABLE PEDESTAL NO. 51, 14.0 FT (4.3 M) WEST OF A
 AA7007'BURIED CABLE WARNING SIGN, 18.4 FT (5.6 M) EAST-NORTHEAST OF A BLACK
 AA7007'METAL MAIL BOX ON A LARGE CONCRETE STRUCTURE, 28.3 FT (8.6 M)
 AA7007'EAST-SOUTHEAST OF THE CENTER OF HALE COUNTY ROAD NO. 51, 40.0 FT (12.2
 AA7007'M) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 72.6
 AA7007'FT (22.1 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 60 ACROSS
 AA7007'THE ROAD, 73.1 FT (22.3 M) SOUTH-SOUTHEAST OF A JUNCTION AND
 AA7007'TRANSFORMER POWER POLE WITH A SECURITY LIGHT AND ONE GUY WIRE ACROSS
 AA7007'THE ROAD, 129.4 FT (39.4 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO.
 AA7007'58 ACROSS THE ROAD, 2.1 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS
 AA7007'POST, AND SET FLUSH WITH THE GROUND. STATION 33-29 1994 MAY BE USED AS
 AA7007'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7008 ***********************************************************************
 AA7008  DESIGNATION -  33 31
 AA7008  PID         -  AA7008
 AA7008  STATE/COUNTY-  AL/HALE
 AA7008  USGS QUAD   -  HOGGLESVILLE (1983)
 AA7008
 AA7008                         *CURRENT SURVEY CONTROL
 AA7008  ___________________________________________________________________
 AA7008* NAD 83(1992)-  32 51 50.51331(N)    087 27 22.27710(W)     ADJUSTED  
 AA7008* NAVD 88     -        85.6    (meters)     281.     (feet)  VERTCON   
 AA7008  ___________________________________________________________________
 AA7008  X           -     238,015.252 (meters)                     COMP
 AA7008  Y           -  -5,357,435.302 (meters)                     COMP
 AA7008  Z           -   3,441,332.846 (meters)                     COMP
 AA7008  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AA7008  ELLIP HEIGHT-          56.29  (meters)          (07/29/02) GPS OBS
 AA7008  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 AA7008
 AA7008  HORZ ORDER  -  FIRST
 AA7008  ELLP ORDER  -  FOURTH    CLASS I
 AA7008
 AA7008.The horizontal coordinates were established by GPS observations
 AA7008.and adjusted by the National Geodetic Survey in July 1995..
 AA7008
 AA7008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7008
 AA7008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7008
 AA7008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7008
 AA7008.The ellipsoidal height was determined by GPS observations
 AA7008.and is referenced to NAD 83.
 AA7008
 AA7008.The geoid height was determined by GEOID03.
 AA7008
 AA7008;                    North         East     Units Scale Factor Converg.
 AA7008;SPC AL W     -   317,534.974   604,100.360   MT  0.99993354   +0 01 25.6
 AA7008;UTM  16      - 3,636,305.828   457,319.379   MT  0.99962246   -0 14 51.2
 AA7008
 AA7008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7008!SPC AL W     -   0.99999116  x   0.99993354  =   0.99992470
 AA7008!UTM  16      -   0.99999116  x   0.99962246  =   0.99961363
 AA7008
 AA7008:                Primary Azimuth Mark                     Grid Az
 AA7008:SPC AL W     -  33 32                                    081 20 42.7
 AA7008:UTM  16      -  33 32                                    081 36 59.5
 AA7008
 AA7008|---------------------------------------------------------------------|
 AA7008| PID    Reference Object                     Distance      Geod. Az  |
 AA7008|                                                           dddmmss.s |
 AA7008| AA7009 33 32                               488.135 METERS 0812208.3 |
 AA7008|---------------------------------------------------------------------|
 AA7008
 AA7008                          SUPERSEDED SURVEY CONTROL
 AA7008
 AA7008  ELLIP H (07/21/95)   56.34   (m)                       GP(       ) 3 2
 AA7008  NGVD 29 (07/21/95)   85.6    (m)          281.     (f) GPS OBS        
 AA7008
 AA7008.Superseded values are not recommended for survey control.
 AA7008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7008.See file dsdata.txt to determine how the superseded data were derived.
 AA7008
 AA7008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5731936306(NAD 83)
 AA7008_MARKER: DD = SURVEY DISK
 AA7008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7008_STAMPING: 33-31 1994
 AA7008_MARK LOGO: ALHD  
 AA7008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7008+STABILITY: SURFACE MOTION
 AA7008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7008+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7008
 AA7008  HISTORY     - Date     Condition        Report By
 AA7008  HISTORY     - 1994     MONUMENTED       ALHD
 AA7008
 AA7008                          STATION DESCRIPTION
 AA7008
 AA7008'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7008'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTH RIGHT OF WAY OF ALA
 AA7008'25, ABOUT 13.25 MI (21.32 KM) SOUTHEAST OF MOUNDVILLE AND ABOUT 13.60
 AA7008'MI (21.89 KM) NORTHEAST OF GREENSBORO. TO REACH THE STATION FROM THE
 AA7008'JUNCTION OF ALA 25 NORTH AND ALA 69 NORTH (MILE POST 53.35 ON ALA 25
 AA7008'108.70 69) AT A TRAFFIC LIGHT IN GREENSBORO, DRIVE EAST, NORTH AND
 AA7008'NORTHEAST ON ALA 25 FOR 14.65 MI (23.58 KM) TO MILE POST 68.00 AND THE
 AA7008'STATION ON THE LEFT. THE STATION IS 5.7 FT (1.7 M) SOUTH OF A BOARD
 AA7008'FENCE AROUND A BRICK HOUSE, 45.3 FT (13.8 M) NORTH OF THE CENTERLINE
 AA7008'OF ALA 25, 45.8 FT (14.0 M) WEST-SOUTHWEST OF A STOP SIGN, 53.0 FT
 AA7008'(16.2 M) EAST OF A JUNCTION AND TRANSFORMER POWER POLE WITH TWO GUY
 AA7008'WIRES, 69.0 FT (21.0 M) WEST OF THE CENTER OF A GRAVEL ROAD, 77.5 FT
 AA7008'(23.6 M) NORTH OF A POWER POLE ACROSS THE ROAD, 130.4 FT (39.7 M)
 AA7008'WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 187 ACROSS THE ROAD,
 AA7008'143.0 FT (43.6 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 187
 AA7008'N 1 ACROSS THE GRAVEL ROAD, 5.9 FT (1.8 M) SOUTHEAST OF A CARSONITE
 AA7008'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 33-32 1994 MAY BE
 AA7008'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7009 ***********************************************************************
 AA7009  DESIGNATION -  33 32
 AA7009  PID         -  AA7009
 AA7009  STATE/COUNTY-  AL/HALE
 AA7009  USGS QUAD   -  HOGGLESVILLE (1983)
 AA7009
 AA7009                         *CURRENT SURVEY CONTROL
 AA7009  ___________________________________________________________________
 AA7009* NAD 83(1992)-  32 51 52.89086(N)    087 27 03.71441(W)     ADJUSTED  
 AA7009* NAVD 88     -        84.8    (meters)     278.     (feet)  VERTCON   
 AA7009  ___________________________________________________________________
 AA7009  X           -     238,495.593 (meters)                     COMP
 AA7009  Y           -  -5,357,373.466 (meters)                     COMP
 AA7009  Z           -   3,441,393.922 (meters)                     COMP
 AA7009  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA7009  ELLIP HEIGHT-          55.47  (meters)          (07/29/02) GPS OBS
 AA7009  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 AA7009
 AA7009  HORZ ORDER  -  FIRST
 AA7009  ELLP ORDER  -  FOURTH    CLASS I
 AA7009
 AA7009.The horizontal coordinates were established by GPS observations
 AA7009.and adjusted by the National Geodetic Survey in July 1995..
 AA7009
 AA7009.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7009
 AA7009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7009
 AA7009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7009
 AA7009.The ellipsoidal height was determined by GPS observations
 AA7009.and is referenced to NAD 83.
 AA7009
 AA7009.The geoid height was determined by GEOID03.
 AA7009
 AA7009;                    North         East     Units Scale Factor Converg.
 AA7009;SPC AL W     -   317,608.425   604,582.905   MT  0.99993359   +0 01 35.7
 AA7009;UTM  16      - 3,636,376.970   457,802.115   MT  0.99962196   -0 14 41.1
 AA7009
 AA7009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7009!SPC AL W     -   0.99999129  x   0.99993359  =   0.99992488
 AA7009!UTM  16      -   0.99999129  x   0.99962196  =   0.99961325
 AA7009
 AA7009:                Primary Azimuth Mark                     Grid Az
 AA7009:SPC AL W     -  33 31                                    261 20 42.7
 AA7009:UTM  16      -  33 31                                    261 36 59.5
 AA7009
 AA7009|---------------------------------------------------------------------|
 AA7009| PID    Reference Object                     Distance      Geod. Az  |
 AA7009|                                                           dddmmss.s |
 AA7009| AA7008 33 31                               488.135 METERS 2612218.4 |
 AA7009|---------------------------------------------------------------------|
 AA7009
 AA7009                          SUPERSEDED SURVEY CONTROL
 AA7009
 AA7009  ELLIP H (07/21/95)   55.51   (m)                       GP(       ) 3 2
 AA7009  NGVD 29 (07/21/95)   84.7    (m)          278.     (f) GPS OBS        
 AA7009
 AA7009.Superseded values are not recommended for survey control.
 AA7009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7009.See file dsdata.txt to determine how the superseded data were derived.
 AA7009
 AA7009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5780236377(NAD 83)
 AA7009_MARKER: DD = SURVEY DISK
 AA7009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7009_STAMPING: 33-32 1994
 AA7009_MARK LOGO: ALHD  
 AA7009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7009+STABILITY: SURFACE MOTION
 AA7009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7009+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7009
 AA7009  HISTORY     - Date     Condition        Report By
 AA7009  HISTORY     - 1994     MONUMENTED       ALHD
 AA7009
 AA7009                          STATION DESCRIPTION
 AA7009
 AA7009'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7009'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTH RIGHT OF WAY OF ALA
 AA7009'25, ABOUT 13.45 MI (21.65 KM) SOUTHEAST OF MOUNDVILLE AND ABOUT 13.80
 AA7009'MI (22.21 KM) NORTHEAST OF GREENSBORO. TO REACH THE STATION FROM THE
 AA7009'JUNCTION OF ALA 25 NORTH AND ALA 69 NORTH (MILE POST 53.35 ON ALA 25
 AA7009'108.70 69) AT A TRAFFIC LIGHT IN GREENSBORO, DRIVE EAST, NORTH AND
 AA7009'NORTHEAST ON ALA 25 FOR 14.95 MI (24.06 KM) TO MILE POST 68.30 AND THE
 AA7009'STATION ON THE LEFT. THE STATION IS 52.9 FT (16.1 M) NORTH OF THE
 AA7009'CENTERLINE OF ALA 25, 84.5 FT (25.8 M) EAST OF A JUNCTION AND
 AA7009'TRANSFORMER POWER POLE WITH ONE GUY WIRE, 156.7 FT (47.8 M) NORTHEAST
 AA7009'OF TELEPHONE CABLE PEDESTAL NO. 192 ACROSS THE ROAD, 157.0 FT (47.9 M)
 AA7009'NORTHEAST OF A POWER POLE ACROSS THE ROAD, 161.8 FT (49.3 M)
 AA7009'EAST-NORTHEAST OF A WHITE METAL MAIL BOX ON A FOUR BY FOUR-INCH WOOD
 AA7009'POST, 164.0 FT (50.0 M) EAST-NORTHEAST OF A BLACK METAL MAIL BOX ON A
 AA7009'TEN-INCH WOOD POST, 2.1 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST,
 AA7009'AND SET FLUSH WITH THE GROUND. STATION 33-31 1994 MAY BE USED AS AN
 AA7009'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7010 ***********************************************************************
 AA7010  DESIGNATION -  33 33
 AA7010  PID         -  AA7010
 AA7010  STATE/COUNTY-  AL/HALE
 AA7010  USGS QUAD   -  MOUNDVILLE WEST (1980)
 AA7010
 AA7010                         *CURRENT SURVEY CONTROL
 AA7010  ___________________________________________________________________
 AA7010* NAD 83(1992)-  32 54 17.78759(N)    087 38 01.87229(W)     ADJUSTED  
 AA7010* NAVD 88     -        91.2    (meters)     299.     (feet)  VERTCON   
 AA7010  ___________________________________________________________________
 AA7010  X           -     221,300.053 (meters)                     COMP
 AA7010  Y           -  -5,355,691.054 (meters)                     COMP
 AA7010  Z           -   3,445,145.925 (meters)                     COMP
 AA7010  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AA7010  ELLIP HEIGHT-          61.91  (meters)          (07/29/02) GPS OBS
 AA7010  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AA7010
 AA7010  HORZ ORDER  -  FIRST
 AA7010  ELLP ORDER  -  FOURTH    CLASS I
 AA7010
 AA7010.The horizontal coordinates were established by GPS observations
 AA7010.and adjusted by the National Geodetic Survey in July 1995..
 AA7010
 AA7010.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7010
 AA7010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7010
 AA7010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7010
 AA7010.The ellipsoidal height was determined by GPS observations
 AA7010.and is referenced to NAD 83.
 AA7010
 AA7010.The geoid height was determined by GEOID03.
 AA7010
 AA7010;                    North         East     Units Scale Factor Converg.
 AA7010;SPC AL W     -   322,078.731   587,478.402   MT  0.99993527   -0 04 21.8
 AA7010;UTM  16      - 3,640,926.898   440,724.142   MT  0.99964332   -0 20 39.7
 AA7010
 AA7010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7010!SPC AL W     -   0.99999028  x   0.99993527  =   0.99992555
 AA7010!UTM  16      -   0.99999028  x   0.99964332  =   0.99963360
 AA7010
 AA7010:                Primary Azimuth Mark                     Grid Az
 AA7010:SPC AL W     -  33 34                                    317 42 59.4
 AA7010:UTM  16      -  33 34                                    317 59 17.3
 AA7010
 AA7010|---------------------------------------------------------------------|
 AA7010| PID    Reference Object                     Distance      Geod. Az  |
 AA7010|                                                           dddmmss.s |
 AA7010| AA7011 33 34                               APPROX. 0.5 KM 3173837.6 |
 AA7010|---------------------------------------------------------------------|
 AA7010
 AA7010                          SUPERSEDED SURVEY CONTROL
 AA7010
 AA7010  ELLIP H (07/21/95)   61.97   (m)                       GP(       ) 3 2
 AA7010  NGVD 29 (07/21/95)   91.1    (m)          299.     (f) GPS OBS        
 AA7010
 AA7010.Superseded values are not recommended for survey control.
 AA7010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7010.See file dsdata.txt to determine how the superseded data were derived.
 AA7010
 AA7010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4072440927(NAD 83)
 AA7010_MARKER: DD = SURVEY DISK
 AA7010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7010_STAMPING: 33-33 1994
 AA7010_MARK LOGO: ALHD  
 AA7010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7010+STABILITY: SURFACE MOTION
 AA7010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7010+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 AA7010
 AA7010  HISTORY     - Date     Condition        Report By
 AA7010  HISTORY     - 1994     MONUMENTED       ALHD
 AA7010  HISTORY     - 19980713 GOOD             JCLS
 AA7010
 AA7010                          STATION DESCRIPTION
 AA7010
 AA7010'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7010'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA7010'ALA 69, ABOUT 6.25 MI (10.06 KM) SOUTH OF MOUNDVILLE AND ABOUT 14.00
 AA7010'MI (22.53 KM) NORTH OF GREENSBORO. TO REACH THE STATION FROM THE
 AA7010'JUNCTION OF ALA 60 AND ALA 69 (MILE POST 124.35 ON ALA 69 AND MILE
 AA7010'POST 11.45 ON ALA 60) ABOUT 6.0 MI (9.7 KM) SOUTH OF MOUNDVILLE, DRIVE
 AA7010'SOUTHEAST ON ALA 69 FOR 0.70 MI (1.13 KM) TO MILE POST 123.65 AND THE
 AA7010'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A FOUR
 AA7010'STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS, 46.7 FT (14.2 M)
 AA7010'NORTHEAST OF THE CENTERLINE OF ALA 69, 3.0 FT (0.9 M) SOUTHWEST OF A
 AA7010'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 33-34
 AA7010'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7010
 AA7010                          STATION RECOVERY (1998)
 AA7010
 AA7010'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA7010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7011 ***********************************************************************
 AA7011  DESIGNATION -  33 34
 AA7011  PID         -  AA7011
 AA7011  STATE/COUNTY-  AL/HALE
 AA7011  USGS QUAD   -  MOUNDVILLE WEST (1980)
 AA7011
 AA7011                         *CURRENT SURVEY CONTROL
 AA7011  ___________________________________________________________________
 AA7011* NAD 83(1992)-  32 54 30.14312(N)    087 38 15.22694(W)     ADJUSTED  
 AA7011* NAVD 88     -        90.1    (meters)     296.     (feet)  VERTCON   
 AA7011  ___________________________________________________________________
 AA7011  X           -     220,944.738 (meters)                     COMP
 AA7011  Y           -  -5,355,497.896 (meters)                     COMP
 AA7011  Z           -   3,445,464.928 (meters)                     COMP
 AA7011  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AA7011  ELLIP HEIGHT-          60.88  (meters)          (07/29/02) GPS OBS
 AA7011  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 AA7011
 AA7011  HORZ ORDER  -  FIRST
 AA7011  ELLP ORDER  -  FOURTH    CLASS I
 AA7011
 AA7011.The horizontal coordinates were established by GPS observations
 AA7011.and adjusted by the National Geodetic Survey in July 1995..
 AA7011
 AA7011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7011
 AA7011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7011
 AA7011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7011
 AA7011.The ellipsoidal height was determined by GPS observations
 AA7011.and is referenced to NAD 83.
 AA7011
 AA7011.The geoid height was determined by GEOID03.
 AA7011
 AA7011;                    North         East     Units Scale Factor Converg.
 AA7011;SPC AL W     -   322,459.782   587,131.873   MT  0.99993537   -0 04 29.1
 AA7011;UTM  16      - 3,641,309.475   440,379.524   MT  0.99964383   -0 20 47.0
 AA7011
 AA7011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7011!SPC AL W     -   0.99999044  x   0.99993537  =   0.99992581
 AA7011!UTM  16      -   0.99999044  x   0.99964383  =   0.99963428
 AA7011
 AA7011:                Primary Azimuth Mark                     Grid Az
 AA7011:SPC AL W     -  33 33                                    137 42 59.4
 AA7011:UTM  16      -  33 33                                    137 59 17.3
 AA7011
 AA7011|---------------------------------------------------------------------|
 AA7011| PID    Reference Object                     Distance      Geod. Az  |
 AA7011|                                                           dddmmss.s |
 AA7011| AA7010 33 33                               APPROX. 0.5 KM 1373830.3 |
 AA7011|---------------------------------------------------------------------|
 AA7011
 AA7011                          SUPERSEDED SURVEY CONTROL
 AA7011
 AA7011  ELLIP H (07/21/95)   60.94   (m)                       GP(       ) 3 2
 AA7011  NGVD 29 (07/21/95)   90.1    (m)          296.     (f) GPS OBS        
 AA7011
 AA7011.Superseded values are not recommended for survey control.
 AA7011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7011.See file dsdata.txt to determine how the superseded data were derived.
 AA7011
 AA7011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4038041309(NAD 83)
 AA7011_MARKER: DD = SURVEY DISK
 AA7011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7011_STAMPING: 33-34 1994
 AA7011_MARK LOGO: ALHD  
 AA7011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7011+STABILITY: SURFACE MOTION
 AA7011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7011+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7011
 AA7011  HISTORY     - Date     Condition        Report By
 AA7011  HISTORY     - 1994     MONUMENTED       ALHD
 AA7011
 AA7011                          STATION DESCRIPTION
 AA7011
 AA7011'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7011'THE STATION IS LOCATED IN HALE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA7011'ALA 69, ABOUT 6.10 MI (9.82 KM) SOUTH OF MOUNDVILLE AND ABOUT 14.20 MI
 AA7011'(22.85 KM) NORTH OF GREENSBORO. TO REACH THE STATION FROM THE JUNCTION
 AA7011'OF ALA 60 AND ALA 69 (MILE POST 124.35 ON ALA 69 AND MILE POST 11.45
 AA7011'ON ALA 60) ABOUT 6.0 MI (9.7 KM) SOUTH OF MOUNDVILLE, DRIVE SOUTHEAST
 AA7011'ON ALA 69 FOR 0.40 MI (0.64 KM) TO MILE POST 123.95 AND THE STATION ON
 AA7011'THE RIGHT. THE STATION IS 46.0 FT (14.0 M) NORTHWEST OF THE CENTER OF
 AA7011'A GRAVEL ROAD, 48.8 FT (14.9 M) WEST-NORTHWEST OF THE NORTHWEST END OF
 AA7011'AN EIGHTEEN-INCH CONCRETE PIPE UNDER THE GRAVEL ROAD, 50.0 FT (15.2 M)
 AA7011'SOUTHWEST OF THE CENTERLINE OF ALA 69, 66.5 FT (20.3 M) NORTHWEST OF A
 AA7011'STOP SIGN ACROSS THE GRAVEL ROAD, 69.7 FT (21.2 M) WEST-NORTHWEST OF
 AA7011'THE SOUTHEAST END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER THE GRAVEL
 AA7011'ROAD, 77.6 FT (23.7 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. A 50
 AA7011'ACROSS THE GRAVEL ROAD, 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE
 AA7011'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 33-33 1994 MAY BE
 AA7011'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7012 ***********************************************************************
 AA7012  DESIGNATION -  33 35
 AA7012  PID         -  AA7012
 AA7012  STATE/COUNTY-  AL/HALE
 AA7012  USGS QUAD   -  MOUNDVILLE WEST (1980)
 AA7012
 AA7012                         *CURRENT SURVEY CONTROL
 AA7012  ___________________________________________________________________
 AA7012* NAD 83(1992)-  32 52 36.81627(N)    087 44 34.88822(W)     ADJUSTED  
 AA7012* NAVD 88     -        40.0    (meters)     131.     (feet)  VERTCON   
 AA7012  ___________________________________________________________________
 AA7012  X           -     211,159.781 (meters)                     COMP
 AA7012  Y           -  -5,357,747.942 (meters)                     COMP
 AA7012  Z           -   3,442,506.193 (meters)                     COMP
 AA7012  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AA7012  ELLIP HEIGHT-          10.77  (meters)          (07/29/02) GPS OBS
 AA7012  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AA7012
 AA7012  HORZ ORDER  -  FIRST
 AA7012  ELLP ORDER  -  FOURTH    CLASS I
 AA7012
 AA7012.The horizontal coordinates were established by GPS observations
 AA7012.and adjusted by the National Geodetic Survey in July 1995..
 AA7012
 AA7012.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7012
 AA7012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7012
 AA7012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7012
 AA7012.The ellipsoidal height was determined by GPS observations
 AA7012.and is referenced to NAD 83.
 AA7012
 AA7012.The geoid height was determined by GEOID03.
 AA7012
 AA7012;                    North         East     Units Scale Factor Converg.
 AA7012;SPC AL W     -   318,986.626   577,258.579   MT  0.99993971   -0 07 54.9
 AA7012;UTM  16      - 3,637,884.131   430,492.707   MT  0.99965957   -0 24 12.1
 AA7012
 AA7012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7012!SPC AL W     -   0.99999831  x   0.99993971  =   0.99993802
 AA7012!UTM  16      -   0.99999831  x   0.99965957  =   0.99965788
 AA7012
 AA7012:                Primary Azimuth Mark                     Grid Az
 AA7012:SPC AL W     -  33 36                                    059 02 33.6
 AA7012:UTM  16      -  33 36                                    059 18 50.8
 AA7012
 AA7012|---------------------------------------------------------------------|
 AA7012| PID    Reference Object                     Distance      Geod. Az  |
 AA7012|                                                           dddmmss.s |
 AA7012| AA7013 33 36                               493.509 METERS 0585438.7 |
 AA7012|---------------------------------------------------------------------|
 AA7012
 AA7012                          SUPERSEDED SURVEY CONTROL
 AA7012
 AA7012  ELLIP H (07/21/95)   10.83   (m)                       GP(       ) 3 2
 AA7012  NGVD 29 (07/21/95)   40.0    (m)          131.     (f) GPS OBS        
 AA7012
 AA7012.Superseded values are not recommended for survey control.
 AA7012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7012.See file dsdata.txt to determine how the superseded data were derived.
 AA7012
 AA7012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3049337884(NAD 83)
 AA7012_MARKER: DD = SURVEY DISK
 AA7012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7012_STAMPING: 33-35 1994
 AA7012_MARK LOGO: ALHD  
 AA7012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7012+STABILITY: SURFACE MOTION
 AA7012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7012+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7012
 AA7012  HISTORY     - Date     Condition        Report By
 AA7012  HISTORY     - 1994     MONUMENTED       ALHD
 AA7012
 AA7012                          STATION DESCRIPTION
 AA7012
 AA7012'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7012'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA7012'PAVED STREET IN AKRON. TO REACH THE STATION FROM THE JUNCTION OF ALA
 AA7012'14 AND ALA 60 (MILE POST 0.00 ON ALA 60 AND MILE POST 54.05 ON ALA 14)
 AA7012'AT WEDGEWORTH, DRIVE NORTHEAST ON ALA 60 FOR 5.40 MI (8.69 KM) TO MILE
 AA7012'POST 5.40 AND HALE COUNTY ROAD NO. 36 LEFT AND RIGHT, TURN LEFT ON
 AA7012'HALE COUNTY ROAD NO. 36 AND DRIVE NORTHWEST FOR 0.95 MI (1.53 KM) TO A
 AA7012'Y-INTERSECTION WITH A PAVED STREET AHEAD AND HALE COUNTY ROAD NO. 36
 AA7012'ON THE RIGHT, BEAR RIGHT ON HALE COUNTY ROAD NO. 36 AND DRIVE
 AA7012'NORTHWEST FOR 0.30 MI (0.48 KM) TO A CURVE TO THE LEFT, BEAR LEFT
 AA7012'AROUND THE CURVE AND DRIVE SOUTHWEST FOR 0.30 MI (0.48 KM) TO THE
 AA7012'STATION ON THE RIGHT IN THE NORTHEAST CORNER OF AN INTERSECTION. THE
 AA7012'STATION IS 23.7 FT (7.2 M) NORTH-NORTHWEST OF THE CENTER OF A PAVED
 AA7012'STREET, 40.5 FT (12.3 M) NORTHWEST OF A RAILROAD SIGN, 61.0 FT (18.6
 AA7012'M) NORTHEAST OF THE CENTER OF THE INTERSECTION, 64.6 FT (19.7 M)
 AA7012'NORTHEAST OF THE NORTH RAIL OF A RAILROAD, 69.9 FT (21.3 M) NORTHEAST
 AA7012'OF THE SOUTH RAIL OF A RAILROAD, 79.6 FT (24.3 M) WEST-SOUTHWEST OF A
 AA7012'RAILROAD SIGN, 99.8 FT (30.4 M) NORTHEAST OF A JUNCTION TRANSFORMER
 AA7012'POWER AND CABLE POLE WITH TWO GUY WIRES AND A STREET LIGHT, 2.1 FT
 AA7012'(0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7012'GROUND. STATION 33-36 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7013 ***********************************************************************
 AA7013  DESIGNATION -  33 36
 AA7013  PID         -  AA7013
 AA7013  STATE/COUNTY-  AL/HALE
 AA7013  USGS QUAD   -  MOUNDVILLE WEST (1980)
 AA7013
 AA7013                         *CURRENT SURVEY CONTROL
 AA7013  ___________________________________________________________________
 AA7013* NAD 83(1992)-  32 52 45.08817(N)    087 44 18.63006(W)     ADJUSTED  
 AA7013* NAVD 88     -        42.3    (meters)     139.     (feet)  VERTCON   
 AA7013  ___________________________________________________________________
 AA7013  X           -     211,576.704 (meters)                     COMP
 AA7013  Y           -  -5,357,594.953 (meters)                     COMP
 AA7013  Z           -   3,442,721.430 (meters)                     COMP
 AA7013  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AA7013  ELLIP HEIGHT-          13.03  (meters)          (07/29/02) GPS OBS
 AA7013  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 AA7013
 AA7013  HORZ ORDER  -  FIRST
 AA7013  ELLP ORDER  -  FOURTH    CLASS I
 AA7013
 AA7013.The horizontal coordinates were established by GPS observations
 AA7013.and adjusted by the National Geodetic Survey in July 1995..
 AA7013
 AA7013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7013
 AA7013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7013
 AA7013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7013
 AA7013.The ellipsoidal height was determined by GPS observations
 AA7013.and is referenced to NAD 83.
 AA7013
 AA7013.The geoid height was determined by GEOID03.
 AA7013
 AA7013;                    North         East     Units Scale Factor Converg.
 AA7013;SPC AL W     -   319,240.471   577,681.762   MT  0.99993947   -0 07 46.1
 AA7013;UTM  16      - 3,638,135.898   430,916.970   MT  0.99965884   -0 24 03.3
 AA7013
 AA7013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7013!SPC AL W     -   0.99999795  x   0.99993947  =   0.99993742
 AA7013!UTM  16      -   0.99999795  x   0.99965884  =   0.99965679
 AA7013
 AA7013:                Primary Azimuth Mark                     Grid Az
 AA7013:SPC AL W     -  33 35                                    239 02 33.6
 AA7013:UTM  16      -  33 35                                    239 18 50.8
 AA7013
 AA7013|---------------------------------------------------------------------|
 AA7013| PID    Reference Object                     Distance      Geod. Az  |
 AA7013|                                                           dddmmss.s |
 AA7013| AA7012 33 35                               493.509 METERS 2385447.5 |
 AA7013|---------------------------------------------------------------------|
 AA7013
 AA7013                          SUPERSEDED SURVEY CONTROL
 AA7013
 AA7013  ELLIP H (07/21/95)   13.09   (m)                       GP(       ) 3 2
 AA7013  NGVD 29 (07/21/95)   42.2    (m)          138.     (f) GPS OBS        
 AA7013
 AA7013.Superseded values are not recommended for survey control.
 AA7013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7013.See file dsdata.txt to determine how the superseded data were derived.
 AA7013
 AA7013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3091738136(NAD 83)
 AA7013_MARKER: DD = SURVEY DISK
 AA7013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7013_STAMPING: 33-36 1994
 AA7013_MARK LOGO: ALHD  
 AA7013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7013+STABILITY: SURFACE MOTION
 AA7013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7013+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7013
 AA7013  HISTORY     - Date     Condition        Report By
 AA7013  HISTORY     - 1994     MONUMENTED       ALHD
 AA7013
 AA7013                          STATION DESCRIPTION
 AA7013
 AA7013'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7013'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7013'HALE COUNTY ROAD NO. 36 IN AKRON. TO REACH THE STATION FROM THE
 AA7013'JUNCTION OF ALA 14 AND ALA 60 (MILE POST 0.00 ON ALA 60 AND MILE POST
 AA7013'54.05 ON ALA 14) AT WEDGEWORTH, DRIVE NORTHEAST ON ALA 60 FOR 5.40 MI
 AA7013'(8.69 KM) TO MILE POST 5.40 AND HALE COUNTY ROAD NO. 36 LEFT AND
 AA7013'RIGHT, TURN LEFT ON HALE COUNTY ROAD NO. 36 AND DRIVE NORTHWEST FOR
 AA7013'0.95 MI (1.53 KM) TO A Y-INTERSECTION WITH A PAVED STREET AHEAD AND
 AA7013'HALE COUNTY ROAD NO. 36 ON THE RIGHT, BEAR RIGHT ON HALE COUNTY ROAD
 AA7013'NO. 36 AND DRIVE NORTHWEST FOR 0.30 MI (0.48 KM) TO THE STATION ON THE
 AA7013'RIGHT. THE STATION IS 16.0 FT (4.9 M) WEST OF A JUNCTION POWER POLE
 AA7013'WITH FIVE GUY WIRES AND A STREET LIGHT, 30.0 FT (9.1 M) NORTH OF THE
 AA7013'CENTER OF HALE COUNTY ROAD NO. 36, 53.0 FT (16.2 M) WEST OF THE CENTER
 AA7013'OF A DOUBLE CHAIN LINK GATE LEADING TO A MOBLE HOME, 110.7 FT (33.7 M)
 AA7013'SOUTH OF THE CENTER POST OF A BACK STOP OF A SOFT BALL FIELD, 118.5 FT
 AA7013'(36.1 M) NORTHWEST OF A POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD,
 AA7013'125.0 FT (38.1 M) NORTHWEST OF A FIRE HYDRANT ACROSS THE ROAD, 2.3 FT
 AA7013'(0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7013'GROUND. STATION 33-35 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7014 ***********************************************************************
 AA7014  DESIGNATION -  33 37
 AA7014  PID         -  AA7014
 AA7014  STATE/COUNTY-  AL/HALE
 AA7014  USGS QUAD   -  MOUNDVILLE WEST (1980)
 AA7014
 AA7014                         *CURRENT SURVEY CONTROL
 AA7014  ___________________________________________________________________
 AA7014* NAD 83(1992)-  32 57 46.65710(N)    087 39 27.72029(W)     ADJUSTED  
 AA7014* NAVD 88     -        46.1    (meters)     151.     (feet)  VERTCON   
 AA7014  ___________________________________________________________________
 AA7014  X           -     218,926.460 (meters)                     COMP
 AA7014  Y           -  -5,352,249.519 (meters)                     COMP
 AA7014  Z           -   3,450,521.938 (meters)                     COMP
 AA7014  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AA7014  ELLIP HEIGHT-          16.83  (meters)          (07/29/02) GPS OBS
 AA7014  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AA7014
 AA7014  HORZ ORDER  -  FIRST
 AA7014  ELLP ORDER  -  FOURTH    CLASS I
 AA7014
 AA7014.The horizontal coordinates were established by GPS observations
 AA7014.and adjusted by the National Geodetic Survey in July 1995..
 AA7014
 AA7014.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7014
 AA7014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7014
 AA7014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7014
 AA7014.The ellipsoidal height was determined by GPS observations
 AA7014.and is referenced to NAD 83.
 AA7014
 AA7014.The geoid height was determined by GEOID03.
 AA7014
 AA7014;                    North         East     Units Scale Factor Converg.
 AA7014;SPC AL W     -   328,515.928   585,257.241   MT  0.99993601   -0 05 08.9
 AA7014;UTM  16      - 3,647,372.686   438,534.185   MT  0.99964658   -0 21 28.3
 AA7014
 AA7014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7014!SPC AL W     -   0.99999736  x   0.99993601  =   0.99993337
 AA7014!UTM  16      -   0.99999736  x   0.99964658  =   0.99964394
 AA7014
 AA7014|---------------------------------------------------------------------|
 AA7014| PID    Reference Object                     Distance      Geod. Az  |
 AA7014|                                                           dddmmss.s |
 AA7014| AA7015 33 38                               364.916 METERS 02147     |
 AA7014|---------------------------------------------------------------------|
 AA7014
 AA7014                          SUPERSEDED SURVEY CONTROL
 AA7014
 AA7014  ELLIP H (07/21/95)   16.89   (m)                       GP(       ) 3 2
 AA7014  NGVD 29 (07/21/95)   46.0    (m)          151.     (f) GPS OBS        
 AA7014
 AA7014.Superseded values are not recommended for survey control.
 AA7014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7014.See file dsdata.txt to determine how the superseded data were derived.
 AA7014
 AA7014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3853447373(NAD 83)
 AA7014_MARKER: DD = SURVEY DISK
 AA7014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7014_STAMPING: 33-37 1994
 AA7014_MARK LOGO: ALHD  
 AA7014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7014+STABILITY: SURFACE MOTION
 AA7014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7014+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7014
 AA7014  HISTORY     - Date     Condition        Report By
 AA7014  HISTORY     - 1994     MONUMENTED       ALHD
 AA7014
 AA7014                          STATION DESCRIPTION
 AA7014
 AA7014'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7014'THE STATION IS LOCATED IN HALE COUNTY ON THE EAST RIGHT OF WAY OF HALE
 AA7014'COUNTY ROAD NO. 21, ABOUT 3.10 MI (4.99 KM) SOUTHWEST OF MOUNDVILLE
 AA7014'AND ABOUT 18.00 MI (28.97 KM) NORTH OF GREENSBORO. TO REACH THE
 AA7014'STATION FROM THE JUNCTION OF ALA 60 AND ALA 69 (MILE POST 124.35 ON
 AA7014'ALA 69 AND MILE POST 11.45 ON ALA 60) ABOUT 6.0 MI (9.7 KM) SOUTH OF
 AA7014'MOUNDVILLE, DRIVE NORTH ON ALA 69 FOR 3.80 MI (6.12 KM) TO MILE POST
 AA7014'128.15 AND HALE COUNTY ROAD NO. 46 ON THE LEFT, TURN LEFT ON HALE
 AA7014'COUNTY ROAD NO. 46 AND DRIVE WEST FOR 1.80 MI (2.90 KM) TO A
 AA7014'T-INTERSECTION WITH HALE COUNTY ROAD NO. 21 ON THE LEFT AND HALE
 AA7014'COUNTY ROAD NO. 46 ON THE RIGHT, TURN LEFT ON HALE COUNTY ROAD NO. 21
 AA7014'AND DRIVE SOUTHWEST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT.
 AA7014'THE STATION IS 23.0 FT (7.0 M) EAST-SOUTHEAST OF THE CENTER OF HALE
 AA7014'COUNTY ROAD NO. 21, 24.7 FT (7.5 M) WEST-NORTHWEST OF THE WEST RAIL OF
 AA7014'A RAILROAD, 29.6 FT (9.0 M) WEST-NORTHWEST OF THE EAST RAIL OF A
 AA7014'RAILROAD, 43.6 FT (13.3 M) EAST-SOUTHEAST OF A SIX STRAND BARBED WIRE
 AA7014'FENCE ON OLD TREATED WOOD POSTS ACROSS THE ROAD, 98.7 FT (30.1 M)
 AA7014'NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 22 A 4 ACROSS THE ROAD,
 AA7014'101.0 FT (30.8 M) NORTHEAST OF THE NORTH ONE OF TWO BRICK COLUMNS AT A
 AA7014'DRIVEWAY ACROSS THE ROAD, 115.5 FT (35.2 M) NORTHEAST OF THE SOUTH ONE
 AA7014'OF TWO BRICK COLUMNS AT A DRIVEWAY ACROSS THE ROAD, 3.4 FT (1.0 M)
 AA7014'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7014'STATION 33-38 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7015 ***********************************************************************
 AA7015  DESIGNATION -  33 38
 AA7015  PID         -  AA7015
 AA7015  STATE/COUNTY-  AL/HALE
 AA7015  USGS QUAD   -  MOUNDVILLE WEST (1980)
 AA7015
 AA7015                         *CURRENT SURVEY CONTROL
 AA7015  ___________________________________________________________________
 AA7015* NAD 83(1992)-  32 57 57.65656(N)    087 39 22.50551(W)     ADJUSTED  
 AA7015* NAVD 88     -        44.5    (meters)     146.     (feet)  VERTCON   
 AA7015  ___________________________________________________________________
 AA7015  X           -     219,054.180 (meters)                     COMP
 AA7015  Y           -  -5,352,058.409 (meters)                     COMP
 AA7015  Z           -   3,450,805.366 (meters)                     COMP
 AA7015  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AA7015  ELLIP HEIGHT-          15.22  (meters)          (07/29/02) GPS OBS
 AA7015  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AA7015
 AA7015  HORZ ORDER  -  FIRST
 AA7015  ELLP ORDER  -  FOURTH    CLASS I
 AA7015
 AA7015.The horizontal coordinates were established by GPS observations
 AA7015.and adjusted by the National Geodetic Survey in July 1995..
 AA7015
 AA7015.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7015
 AA7015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7015
 AA7015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7015
 AA7015.The ellipsoidal height was determined by GPS observations
 AA7015.and is referenced to NAD 83.
 AA7015
 AA7015.The geoid height was determined by GEOID03.
 AA7015
 AA7015;                    North         East     Units Scale Factor Converg.
 AA7015;SPC AL W     -   328,854.560   585,393.163   MT  0.99993596   -0 05 06.1
 AA7015;UTM  16      - 3,647,710.571   438,671.674   MT  0.99964637   -0 21 25.6
 AA7015
 AA7015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7015!SPC AL W     -   0.99999761  x   0.99993596  =   0.99993357
 AA7015!UTM  16      -   0.99999761  x   0.99964637  =   0.99964398
 AA7015
 AA7015|---------------------------------------------------------------------|
 AA7015| PID    Reference Object                     Distance      Geod. Az  |
 AA7015|                                                           dddmmss.s |
 AA7015| AA7014 33 37                               364.916 METERS 20147     |
 AA7015|---------------------------------------------------------------------|
 AA7015
 AA7015                          SUPERSEDED SURVEY CONTROL
 AA7015
 AA7015  ELLIP H (07/21/95)   15.28   (m)                       GP(       ) 3 2
 AA7015  NGVD 29 (07/21/95)   44.4    (m)          146.     (f) GPS OBS        
 AA7015
 AA7015.Superseded values are not recommended for survey control.
 AA7015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7015.See file dsdata.txt to determine how the superseded data were derived.
 AA7015
 AA7015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3867247711(NAD 83)
 AA7015_MARKER: DD = SURVEY DISK
 AA7015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7015_STAMPING: 33-38 1994
 AA7015_MARK LOGO: ALHD  
 AA7015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7015+STABILITY: SURFACE MOTION
 AA7015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7015+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7015
 AA7015  HISTORY     - Date     Condition        Report By
 AA7015  HISTORY     - 1994     MONUMENTED       ALHD
 AA7015
 AA7015                          STATION DESCRIPTION
 AA7015
 AA7015'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7015'THE STATION IS LOCATED IN HALE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA7015'HALE COUNTY ROAD NO. 46, ABOUT 2.90 MI (4.67 KM) SOUTHWEST OF
 AA7015'MOUNDVILLE AND ABOUT 18.30 MI (29.45 KM) NORTH OF GREENSBORO. TO REACH
 AA7015'THE STATION FROM THE JUNCTION OF ALA 60 AND ALA 69 (MILE POST 124.35
 AA7015'ON ALA 69 AND MILE POST 11.45 ON ALA 60) ABOUT 6.0 MI (9.7 KM) SOUTH
 AA7015'OF MOUNDVILLE, DRIVE NORTH ON ALA 69 FOR 3.80 MI (6.12 KM) TO MILE
 AA7015'POST 128.15 AND HALE COUNTY ROAD NO. 46 ON THE LEFT, TURN LEFT ON HALE
 AA7015'COUNTY ROAD NO. 46 AND DRIVE WEST FOR 1.80 MI (2.90 KM) TO A
 AA7015'T-INTERSECTION WITH HALE COUNTY ROAD NO. 21 ON THE LEFT, HALE COUNTY
 AA7015'ROAD NO. 46 ON THE RIGHT, AND THE STATION ACROSS THE INTERSECTION. THE
 AA7015'STATION IS 3.0 FT (0.9 M) NORTHEAST OF A SIX STRAND BARBED WIRE ON OLD
 AA7015'WOOD POSTS, 25.5 FT (7.8 M) SOUTHWEST OF THE CENTERLINE OF HALE COUNTY
 AA7015'ROAD NO. 46, 40.6 FT (12.4 M) NORTHWEST OF STABILIZER POWER POLE, 63.4
 AA7015'FT (19.3 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 21 A 4 ACROSS HALE
 AA7015'COUNTY ROAD NO. 46, 68.3 FT (20.8 M) WEST OF A POWER POLE WITH SEVEN
 AA7015'GUY WIRES ACROSS HALE COUNTY ROAD NO. 46, 78.0 FT (23.8 M) NORTHWEST
 AA7015'OF THE CENTER OF HALE COUNTY ROAD NO. 21, 106.0 FT (32.3 M) NORTHWEST
 AA7015'OF A STOP SIGN ACROSS HALE COUNTY ROAD NO. 21, 109.0 FT (33.2 M)
 AA7015'NORTHWEST OF A STOP SIGN ACROSS HALE COUNTY ROAD NO. 21, 2.9 FT (0.9
 AA7015'M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7015'GROUND. STATION 33-37 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7016 ***********************************************************************
 AA7016  DESIGNATION -  33 39
 AA7016  PID         -  AA7016
 AA7016  STATE/COUNTY-  AL/HALE
 AA7016  USGS QUAD   -  PAYNE LAKE (1983)
 AA7016
 AA7016                         *CURRENT SURVEY CONTROL
 AA7016  ___________________________________________________________________
 AA7016* NAD 83(1992)-  32 56 13.83564(N)    087 27 18.53107(W)     ADJUSTED  
 AA7016* NAVD 88     -       126.8    (meters)     416.     (feet)  VERTCON   
 AA7016  ___________________________________________________________________
 AA7016  X           -     237,918.439 (meters)                     COMP
 AA7016  Y           -  -5,353,063.558 (meters)                     COMP
 AA7016  Z           -   3,448,166.263 (meters)                     COMP
 AA7016  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA7016  ELLIP HEIGHT-          97.52  (meters)          (07/29/02) GPS OBS
 AA7016  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AA7016
 AA7016  HORZ ORDER  -  FIRST
 AA7016  ELLP ORDER  -  FOURTH    CLASS I
 AA7016
 AA7016.The horizontal coordinates were established by GPS observations
 AA7016.and adjusted by the National Geodetic Survey in July 1995..
 AA7016
 AA7016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7016
 AA7016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7016
 AA7016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7016
 AA7016.The ellipsoidal height was determined by GPS observations
 AA7016.and is referenced to NAD 83.
 AA7016
 AA7016.The geoid height was determined by GEOID03.
 AA7016
 AA7016;                    North         East     Units Scale Factor Converg.
 AA7016;SPC AL W     -   325,646.463   604,194.297   MT  0.99993355   +0 01 27.8
 AA7016;UTM  16      - 3,644,414.256   457,451.724   MT  0.99962232   -0 14 50.9
 AA7016
 AA7016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7016!SPC AL W     -   0.99998469  x   0.99993355  =   0.99991824
 AA7016!UTM  16      -   0.99998469  x   0.99962232  =   0.99960702
 AA7016
 AA7016|---------------------------------------------------------------------|
 AA7016| PID    Reference Object                     Distance      Geod. Az  |
 AA7016|                                                           dddmmss.s |
 AA7016| AA7017 33 40                               393.951 METERS 14818     |
 AA7016|---------------------------------------------------------------------|
 AA7016
 AA7016                          SUPERSEDED SURVEY CONTROL
 AA7016
 AA7016  ELLIP H (07/21/95)   97.56   (m)                       GP(       ) 3 2
 AA7016  NGVD 29 (07/21/95)  126.8    (m)          416.     (f) GPS OBS        
 AA7016
 AA7016.Superseded values are not recommended for survey control.
 AA7016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7016.See file dsdata.txt to determine how the superseded data were derived.
 AA7016
 AA7016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5745244414(NAD 83)
 AA7016_MARKER: DD = SURVEY DISK
 AA7016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7016_STAMPING: 33-39 1994
 AA7016_MARK LOGO: ALHD  
 AA7016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7016+STABILITY: SURFACE MOTION
 AA7016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7016+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7016
 AA7016  HISTORY     - Date     Condition        Report By
 AA7016  HISTORY     - 1994     MONUMENTED       ALHD
 AA7016
 AA7016                          STATION DESCRIPTION
 AA7016
 AA7016'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7016'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF U.S.F.S. GRAVEL
 AA7016'ROAD NO. 704 B, ABOUT 10.55 MI (16.98 KM) SOUTHEAST OF MOUNDVILLE AND
 AA7016'ABOUT 17.95 MI (28.89 KM) NORTH-NORTHEAST OF GREENSBORO. TO REACH THE
 AA7016'STAITON FROM THE JUNCTION OF ALA 25 NORTH AND ALA 69 NORTH (MILE POST
 AA7016'53.35 ON ALA 25 AND MILE POST 108.70 ON ALA 69) AT A TRAFFIC LIGHT IN
 AA7016'GREENSBORO, DRIVE EAST, NORTH, AND NORTHEAST ON ALA 25 FOR 17.30 MI
 AA7016'(27.84 KM) TO MILE POST 70.65 AND HALE COUNTY ROAD NO. 49 ON THE LEFT,
 AA7016'TURN LEFT ON HALE COUNTY ROAD NO. 49 AND DRIVE NORTHWEST AND NORTH FOR
 AA7016'3.65 MI (5.87 KM) TO U.S.F.S. GRAVEL ROAD NO. 704 ON THE LEFT, TURN
 AA7016'LEFT ON U.S.F.S. GRAVEL ROAD NO. 704 AND DRIVE WEST FOR 0.50 MI (0.80
 AA7016'KM) TO U.S.F.S. GRAVEL ROAD NO. 704 B ON THE RIGHT, TURN RIGHT ON
 AA7016'U.S.F.S. GRAVEL ROAD NO. 704 B AND DRIVE NORTH AND NORTHWEST FOR 0.45
 AA7016'MI (0.72 KM) TO THE STATION ON THE RIGHT IN A CLEAR CUT AREA. THE
 AA7016'STATION IS 26.7 FT (8.1 M) NORTH OF THE CENTER OF U.S.F.S. GRAVEL ROAD
 AA7016'NO. 704 B, 2.3 FT (0.7 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST,
 AA7016'AND SET FLUSH WITH THE GROUND. STATION 33-40 1994 MAY BE USED AS AN
 AA7016'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3167 ***********************************************************************
 CN3167  DESIGNATION -  33 4
 CN3167  PID         -  CN3167
 CN3167  STATE/COUNTY-  AL/HALE
 CN3167  USGS QUAD   -  SAWYERVILLE (1980)
 CN3167
 CN3167                         *CURRENT SURVEY CONTROL
 CN3167  ___________________________________________________________________
 CN3167* NAD 83(1992)-  32 49 50.40626(N)    087 40 36.86462(W)     ADJUSTED  
 CN3167* NAVD 88     -       110.0    (meters)     361.     (feet)  VERTCON   
 CN3167  ___________________________________________________________________
 CN3167  X           -     217,457.439 (meters)                     COMP
 CN3167  Y           -  -5,360,338.270 (meters)                     COMP
 CN3167  Z           -   3,438,237.632 (meters)                     COMP
 CN3167  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 CN3167  ELLIP HEIGHT-          80.77  (meters)          (07/29/02) GPS OBS
 CN3167  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CN3167
 CN3167  HORZ ORDER  -  FIRST
 CN3167  ELLP ORDER  -  FOURTH    CLASS I
 CN3167
 CN3167.The horizontal coordinates were established by GPS observations
 CN3167.and adjusted by the National Geodetic Survey in December 1992..
 CN3167
 CN3167.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3167
 CN3167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3167
 CN3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3167
 CN3167.The ellipsoidal height was determined by GPS observations
 CN3167.and is referenced to NAD 83.
 CN3167
 CN3167.The geoid height was determined by GEOID03.
 CN3167
 CN3167;                    North         East     Units Scale Factor Converg.
 CN3167;SPC AL W     -   313,848.211   583,437.072   MT  0.99993671   -0 05 45.3
 CN3167;UTM  16      - 3,632,717.988   436,645.059   MT  0.99964949   -0 22 01.2
 CN3167
 CN3167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3167!SPC AL W     -   0.99998732  x   0.99993671  =   0.99992403
 CN3167!UTM  16      -   0.99998732  x   0.99964949  =   0.99963681
 CN3167
 CN3167|---------------------------------------------------------------------|
 CN3167| PID    Reference Object                     Distance      Geod. Az  |
 CN3167|                                                           dddmmss.s |
 CN3167| CN3220 33 3                                398.854 METERS 16924     |
 CN3167|---------------------------------------------------------------------|
 CN3167
 CN3167                          SUPERSEDED SURVEY CONTROL
 CN3167
 CN3167  ELLIP H (12/04/92)   80.84   (m)                       GP(       ) 4 1
 CN3167  NAD 83(1986)-  32 49 50.41311(N)    087 40 36.86707(W) AD(       ) 1
 CN3167  NGVD 29 (12/04/92)  110.0    (m)          361.     (f) GPS OBS        
 CN3167
 CN3167.Superseded values are not recommended for survey control.
 CN3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3167.See file dsdata.txt to determine how the superseded data were derived.
 CN3167
 CN3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3664532718(NAD 83)
 CN3167_MARKER: DD = SURVEY DISK
 CN3167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3167_SP_SET: CONCRETE POST
 CN3167_STAMPING: 33-4 1991
 CN3167_MARK LOGO: ALHD  
 CN3167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3167+STABILITY: SURFACE MOTION
 CN3167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3167+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3167
 CN3167  HISTORY     - Date     Condition        Report By
 CN3167  HISTORY     - 1991     MONUMENTED       ALHD
 CN3167
 CN3167                          STATION DESCRIPTION
 CN3167
 CN3167'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3167'THE STATION IS LOCATED IN HALE COUNTY ON THE EAST RIGHT OF WAY OF HALE
 CN3167'COUNTY ROAD NO. 21, ABOUT 16.09 KM (10.00 MI) NORTH-NORTHWEST OF
 CN3167'GREENSBORO AND ABOUT 19.88 KM (12.35 MI) EAST OF EUTAW.
 CN3167'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 69 SOUTH
 CN3167'(MILE POST 67.35 ON ALA 14) IN GREENSBORO, DRIVE WEST AND NORTHWEST
 CN3167'FOR 3.78 KM (2.35 MI) TO MILE POST 65 AND HALE COUNTY ROAD NO. 21 ON
 CN3167'THE RIGHT, TURN RIGHT ON HALE COUNTY ROAD NO. 21 AND DRIVE NORTH FOR
 CN3167'1.0 MI (1.6 KM) TO HALE COUNTY ROAD NO. 19 ON THE RIGHT, CONTINUE
 CN3167'NORTH ON HALE COUNTY ROAD NO. 21 8.93 KM (5.55 MI) TO HALE COUNTY
 CN3167'ROAD NO. 32 ON THE RIGHT, CONTINUE NORTH ON HALE COUNTY ROAD NO. 21
 CN3167'2.57 KM (1.60 MI) TO HALE COUNTY ROAD NO. 32 ON THE LEFT, CONTINUE
 CN3167'NORTH ON HALE COUNTY ROAD NO. 21 0.48 KM (0.30 MI) TO THE STATION ON
 CN3167'THE RIGHT.
 CN3167'THE STATION IS 0.85 M (2.79 FT) WEST-SOUTHWEST OF A HOG WIRE FENCE
 CN3167'WITH TWO STRANDS OF BARBED WIRE AROUND THE HAVANA MICROWAVE TOWER,
 CN3167'14.33 M (47.01 FT) EAST-NORTHEAST OF THE CENTER OF HALE COUNTY ROAD
 CN3167'NO. 21, 32.98 M (108.20 FT) SOUTH-SOUTHEAST OF TELEPHONE CABLE
 CN3167'PEDESTAL NO. 60 N 9, 33.13 M (108.69 FT) SOUTH-SOUTHEAST OF A POWER
 CN3167'POLE, 40.84 M (133.99 FT) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF
 CN3167'THE FENCE, AND 48.31 M (158.50 FT) NORTH-NORTHWEST OF THE SOUTHWEST
 CN3167'CORNER OF THE FENCE. THE STATION IS 2.7 FT (0.8 M) WEST-SOUTHWEST OF
 CN3167'A CARSONITE WITNESS POST.
 CN3167'STATION 33-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3167'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 CN3167'MR. OR MRS. F. O. YEAGER
 CN3167'ROUTE 1, BOX 46
 CN3167'AKRON, ALABAMA 35441
 CN3167'PHONE 205 - 372 - 3885.
 CN3167'THE STATION IS LOCATED IN HALE COUNTY ON THE EAST RIGHT OF WAY OF HALE
 CN3167'COUNTY ROAD NO. 21, ABOUT 16.09 KM (10.00 MI) NORTH - NORTHWEST OF
 CN3167'GREENSBORO AND ABOUT 19.88 KM (12.35 MI) EAST OF EUTAW.
 CN3167'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 69 SOUTH
 CN3167'(MILE POST 67.35 ON ALA 14) IN GREENSBORO, DRIVE WEST AND NORTHWEST
 CN3167'3.78 KM (2.35 MI) TO MILE POST 65 AND HALE COUNTY ROAD NO. 21 ON THE
 CN3167'RIGHT, TURN RIGHT ON HALE COUNTY ROAD NO. 21 AND DRIVE NORTH 1.0 MI
 CN3167'(1.6 KM) TO HALE COUNTY ROAD NO. 19 ON THE RIGHT, CONTINUE NORTH ON
 CN3167'HALE COUNTY ROAD NO. 21 8.93 KM (5.55 MI) TO HALE COUNTY ROAD NO. 32
 CN3167'ON THE RIGHT, CONTINUE NORTH ON HALE COUNTY ROAD NO. 21 2.57 KM
 CN3167'(1.60 MI) TO HALE COUNTY ROAD NO. 32 ON THE LEFT, CONTINUE NORTH ON
 CN3167'HALE COUNTY ROAD NO. 21 0.48 KM (0.30 MI) TO THE STATION ON THE
 CN3167'RIGHT.
 CN3167'THE STATION IS 0.85 M (2.79 FT) WEST - SOUTHWEST OF A HOG WIRE FENCE
 CN3167'WITH TWO STRANDS OF BARBED WIRE AROUND THE HAVANA MICROWAVE TOWER,
 CN3167'14.33 M (47.01 FT) EAST - NORTHEAST OF THE CENTER OF HALE COUNTY ROAD
 CN3167'NO. 21, 32.98 M (108.20 FT) SOUTH - SOUTHEAST OF TELEPHONE CABLE
 CN3167'PEDESTAL NO. 60 N 9, 33.13 M (108.69 FT) SOUTH - SOUTHEAST OF A POWER
 CN3167'POLE, 40.84 M (133.99 FT) SOUTH - SOUTHEAST OF THE NORTHWEST CORNER
 CN3167'OF THE FENCE, 48.31 M (158.50 FT) NORTH - NOPRTHWEST OF THE SOUTHWEST
 CN3167'CORNER OF THE FENCE, AND 2.7 FT (0.8 M) WEST-SOUTHWEST OF A CARSONITE
 CN3167'WITNESS POST.
 CN3167'STATION 33-3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3167'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 CN3167'MR. OR MRS. F. O. YEAGER
 CN3167'ROUTE 1, BOX 46
 CN3167'AKRON, ALABAMA 35441
 CN3167'PHONE 205 - 372 - 3885.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7017 ***********************************************************************
 AA7017  DESIGNATION -  33 40
 AA7017  PID         -  AA7017
 AA7017  STATE/COUNTY-  AL/HALE
 AA7017  USGS QUAD   -  PAYNE LAKE (1983)
 AA7017
 AA7017                         *CURRENT SURVEY CONTROL
 AA7017  ___________________________________________________________________
 AA7017* NAD 83(1992)-  32 56 02.95598(N)    087 27 10.56152(W)     ADJUSTED  
 AA7017* NAVD 88     -       138.7    (meters)     455.     (feet)  VERTCON   
 AA7017  ___________________________________________________________________
 AA7017  X           -     238,133.810 (meters)                     COMP
 AA7017  Y           -  -5,353,246.390 (meters)                     COMP
 AA7017  Z           -   3,447,891.431 (meters)                     COMP
 AA7017  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AA7017  ELLIP HEIGHT-         109.42  (meters)          (07/29/02) GPS OBS
 AA7017  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AA7017
 AA7017  HORZ ORDER  -  FIRST
 AA7017  ELLP ORDER  -  FOURTH    CLASS I
 AA7017
 AA7017.The horizontal coordinates were established by GPS observations
 AA7017.and adjusted by the National Geodetic Survey in July 1995..
 AA7017
 AA7017.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7017
 AA7017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7017
 AA7017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7017
 AA7017.The ellipsoidal height was determined by GPS observations
 AA7017.and is referenced to NAD 83.
 AA7017
 AA7017.The geoid height was determined by GEOID03.
 AA7017
 AA7017;                    North         East     Units Scale Factor Converg.
 AA7017;SPC AL W     -   325,311.412   604,401.463   MT  0.99993357   +0 01 32.1
 AA7017;UTM  16      - 3,644,078.330   457,657.234   MT  0.99962211   -0 14 46.5
 AA7017
 AA7017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7017!SPC AL W     -   0.99998282  x   0.99993357  =   0.99991639
 AA7017!UTM  16      -   0.99998282  x   0.99962211  =   0.99960494
 AA7017
 AA7017|---------------------------------------------------------------------|
 AA7017| PID    Reference Object                     Distance      Geod. Az  |
 AA7017|                                                           dddmmss.s |
 AA7017| AA7016 33 39                               393.951 METERS 32818     |
 AA7017|---------------------------------------------------------------------|
 AA7017
 AA7017                          SUPERSEDED SURVEY CONTROL
 AA7017
 AA7017  ELLIP H (07/21/95)  109.47   (m)                       GP(       ) 3 2
 AA7017  NGVD 29 (07/21/95)  138.7    (m)          455.     (f) GPS OBS        
 AA7017
 AA7017.Superseded values are not recommended for survey control.
 AA7017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7017.See file dsdata.txt to determine how the superseded data were derived.
 AA7017
 AA7017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5765744078(NAD 83)
 AA7017_MARKER: DD = SURVEY DISK
 AA7017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7017_STAMPING: 33-40 1994
 AA7017_MARK LOGO: ALHD  
 AA7017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7017+STABILITY: SURFACE MOTION
 AA7017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7017+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7017
 AA7017  HISTORY     - Date     Condition        Report By
 AA7017  HISTORY     - 1994     MONUMENTED       ALHD
 AA7017
 AA7017                          STATION DESCRIPTION
 AA7017
 AA7017'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7017'THE STATION IS LOCATED ON THE EAST RIGHT OF WAY OF U.S.F.S. GRAVEL
 AA7017'ROAD NO. 704 B, ABOUT 10.80 MI (17.38 KM) SOUTHEAST OF MOUNDVILLE AND
 AA7017'ABOUT 17.80 MI (28.65 KM) NORTH-NORTHEAST OF GREENSBORO. TO REACH THE
 AA7017'STATION FROM THE JUNCTION OF ALA 25 NORTH AND ALA 69 NORTH (MILE POST
 AA7017'53.35 ON ALA 25 AND MILE POST 108.70 ON ALA 69) AT A TRAFFIC LIGHT IN
 AA7017'GREENSBORO, DRIVE EAST, NORTH, AND NORTHEAST ON ALA 25 FOR 17.30 MI
 AA7017'(27.84 KM) TO MILE POST 70.65 AND HALE COUNTY ROAD NO. 49 ON THE LEFT,
 AA7017'TURN LEFT ON HALE COUNTY ROAD NO. 49 AND DRIVE NORTHWEST AND NORTH FOR
 AA7017'3.65 MI (5.87 KM) TO U.S.F.S. GRAVEL ROAD NO. 704 ON THE LEFT, TURN
 AA7017'LEFT ON U.S.F.S. GRAVEL ROAD NO. 704 AND DRIVE WEST FOR 0.50 MI (0.80
 AA7017'KM) TO U.S.F.S. GRAVEL ROAD NO. 704 B ON THE RIGHT, TURN RIGHT ON
 AA7017'U.S.F.S. GRAVEL ROAD NO. 704 B AND DRIVE NORTH FOR 0.15 MI (0.24 KM)
 AA7017'TO THE STATION ON THE RIGHT IN A CLEAR CUT AREA. THE STATION IS 36.0
 AA7017'FT (11.0 M) EAST-NORTHEAST OF THE CENTER OF U.S.F.S. GRAVEL ROAD NO.
 AA7017'704 B, 1.9 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA7017'FLUSH WITH THE GROUND. STATION 33-39 1994 MAY BE USED AS AN AZIMUTH
 AA7017'FOR THIS S STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3168 ***********************************************************************
 CN3168  DESIGNATION -  33 5
 CN3168  PID         -  CN3168
 CN3168  STATE/COUNTY-  AL/HALE
 CN3168  USGS QUAD   -  MOUNDVILLE EAST (1983)
 CN3168
 CN3168                         *CURRENT SURVEY CONTROL
 CN3168  ___________________________________________________________________
 CN3168* NAD 83(1992)-  32 56 11.91989(N)    087 32 47.27166(W)     ADJUSTED  
 CN3168* NAVD 88     -       132.9    (meters)     436.     (feet)  VERTCON   
 CN3168  ___________________________________________________________________
 CN3168  X           -     229,388.132 (meters)                     COMP
 CN3168  Y           -  -5,353,473.157 (meters)                     COMP
 CN3168  Z           -   3,448,120.069 (meters)                     COMP
 CN3168  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CN3168  ELLIP HEIGHT-         103.66  (meters)          (07/29/02) GPS OBS
 CN3168  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CN3168
 CN3168  HORZ ORDER  -  FIRST
 CN3168  ELLP ORDER  -  FOURTH    CLASS I
 CN3168
 CN3168.The horizontal coordinates were established by GPS observations
 CN3168.and adjusted by the National Geodetic Survey in December 1992..
 CN3168
 CN3168.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3168
 CN3168.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3168
 CN3168.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3168
 CN3168.The ellipsoidal height was determined by GPS observations
 CN3168.and is referenced to NAD 83.
 CN3168
 CN3168.The geoid height was determined by GEOID03.
 CN3168
 CN3168;                    North         East     Units Scale Factor Converg.
 CN3168;SPC AL W     -   325,587.515   595,654.946   MT  0.99993357   -0 01 30.9
 CN3168;UTM  16      - 3,644,395.832   448,914.805   MT  0.99963218   -0 17 49.7
 CN3168
 CN3168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3168!SPC AL W     -   0.99998373  x   0.99993357  =   0.99991730
 CN3168!UTM  16      -   0.99998373  x   0.99963218  =   0.99961591
 CN3168
 CN3168|---------------------------------------------------------------------|
 CN3168| PID    Reference Object                     Distance      Geod. Az  |
 CN3168|                                                           dddmmss.s |
 CN3168| CN3169 33 6                                285.504 METERS 04247     |
 CN3168|---------------------------------------------------------------------|
 CN3168
 CN3168                          SUPERSEDED SURVEY CONTROL
 CN3168
 CN3168  ELLIP H (12/04/92)  103.72   (m)                       GP(       ) 4 1
 CN3168  NAD 83(1986)-  32 56 11.92607(N)    087 32 47.27393(W) AD(       ) 1
 CN3168  NGVD 29 (12/04/92)  132.8    (m)          436.     (f) GPS OBS        
 CN3168
 CN3168.Superseded values are not recommended for survey control.
 CN3168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3168.See file dsdata.txt to determine how the superseded data were derived.
 CN3168
 CN3168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4891544396(NAD 83)
 CN3168_MARKER: DD = SURVEY DISK
 CN3168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3168_SP_SET: CONCRETE POST
 CN3168_STAMPING: 33-5 1991
 CN3168_MARK LOGO: ALHD  
 CN3168_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3168+STABILITY: SURFACE MOTION
 CN3168_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3168+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3168
 CN3168  HISTORY     - Date     Condition        Report By
 CN3168  HISTORY     - 1991     MONUMENTED       ALHD
 CN3168
 CN3168                          STATION DESCRIPTION
 CN3168
 CN3168'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3168'THE STATION IS LOCATED IN HALE COUNTY ON PROPERTY OWNED BY HAMMERMILL
 CN3168'COMPANY (INTERNATIONAL PAPER COMPANY), ABOUT 9.66 KM (6.00 MI)
 CN3168'SOUTHEAST OF MOUNDVILLE AND ABOUT 19.15 KM (11.90 MI) EAST-NORTHEAST
 CN3168'OF AKRON.
 CN3168'TO REACH THE STATION FROM THE JUNCTION OF ALA 60 AND ALA 69 (MILE POST
 CN3168'124.40 ON ALA 69), DRIVE NORTH ON ALA 69 4.83 KM (3.00 MI) TO MILE
 CN3168'POST 127.40 AND HALE COUNTY ROAD NO. 44 ON THE RIGHT, TURN RIGHT ON
 CN3168'HALE COUNTY ROAD NO. 44 AND DRIVE EAST 6.04 KM (3.75 MI) TO A GRAVEL
 CN3168'ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTH 1.45
 CN3168'KM (0.90 MI) TO A HIGH VOLTAGE POWER LINE CROSSING, CONTINUE SOUTH ON
 CN3168'THE GRAVEL ROAD 2.17 KM (1.35 MI) TO A GRADED ROAD RIGHT UP A HILL TO
 CN3168'AN OIL WELL DRILLING SITE, CONTINUE SOUTH ON THE GRAVEL ROAD 0.48 KM
 CN3168'(0.30 MI) TO A WOODS ROAD WITH A LOCKED GATE ON THE RIGHT, TURN
 CN3168'RIGHT, PASSING THROUGH THE GATE, AND DRIVE WEST UP A HILL 0.16 KM
 CN3168'(0.10 MI) TO A WOODS ROAD ON THE LEFT, TURN LEFT ON THE WOODS ROAD
 CN3168'AND DRIVE SOUTH 0.40 KM (0.25 MI) TO THE END OF THE ROAD ON TOP OF A
 CN3168'HILL AND THE STATION NEAR THE CENTER OF A SMALL FLAT CLEARING.
 CN3168'THE STATION IS LOCATED NEAR THE CENTER OF A SMALL, ROUND, FLAT TOP
 CN3168'HILL AT THE END OF THE WOODS ROAD AND 2.0 FT (0.6 M) EAST-NORTHEAST
 CN3168'OF A CARSONITE WITNESS POST.
 CN3168'STATION 33-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3168'TO GET A KEY TO THE LOCKED GATED, PLEASE CONTACT
 CN3168'MR. AARON GUILLORY, INTERNATIONAL PAPER COMPANY
 CN3168'ALA 14 EAST
 CN3168'GREENSBORO, ALABAMA
 CN3168'PHONE 205 - 624 - 3873
 CN3168'BEST TO PHONE THE DAY BEFORE AS OFFICE IS NOT ALWAYS OPEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3169 ***********************************************************************
 CN3169  DESIGNATION -  33 6
 CN3169  PID         -  CN3169
 CN3169  STATE/COUNTY-  AL/HALE
 CN3169  USGS QUAD   -  MOUNDVILLE EAST (1983)
 CN3169
 CN3169                         *CURRENT SURVEY CONTROL
 CN3169  ___________________________________________________________________
 CN3169* NAD 83(1992)-  32 56 18.72206(N)    087 32 39.80712(W)     ADJUSTED  
 CN3169* NAVD 88     -       144.5    (meters)     474.     (feet)  VERTCON   
 CN3169  ___________________________________________________________________
 CN3169  X           -     229,577.406 (meters)                     COMP
 CN3169  Y           -  -5,353,360.777 (meters)                     COMP
 CN3169  Z           -   3,448,302.269 (meters)                     COMP
 CN3169  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CN3169  ELLIP HEIGHT-         115.30  (meters)          (07/29/02) GPS OBS
 CN3169  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 CN3169
 CN3169  HORZ ORDER  -  FIRST
 CN3169  ELLP ORDER  -  FOURTH    CLASS I
 CN3169
 CN3169.The horizontal coordinates were established by GPS observations
 CN3169.and adjusted by the National Geodetic Survey in December 1992..
 CN3169
 CN3169.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3169
 CN3169.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3169
 CN3169.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3169
 CN3169.The ellipsoidal height was determined by GPS observations
 CN3169.and is referenced to NAD 83.
 CN3169
 CN3169.The geoid height was determined by GEOID03.
 CN3169
 CN3169;                    North         East     Units Scale Factor Converg.
 CN3169;SPC AL W     -   325,796.968   595,848.933   MT  0.99993355   -0 01 26.9
 CN3169;UTM  16      - 3,644,604.300   449,109.725   MT  0.99963193   -0 17 45.6
 CN3169
 CN3169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3169!SPC AL W     -   0.99998190  x   0.99993355  =   0.99991545
 CN3169!UTM  16      -   0.99998190  x   0.99963193  =   0.99961383
 CN3169
 CN3169|---------------------------------------------------------------------|
 CN3169| PID    Reference Object                     Distance      Geod. Az  |
 CN3169|                                                           dddmmss.s |
 CN3169| CN3168 33 5                                285.504 METERS 22247     |
 CN3169|---------------------------------------------------------------------|
 CN3169
 CN3169                          SUPERSEDED SURVEY CONTROL
 CN3169
 CN3169  ELLIP H (12/04/92)  115.36   (m)                       GP(       ) 4 1
 CN3169  NAD 83(1986)-  32 56 18.72824(N)    087 32 39.80939(W) AD(       ) 1
 CN3169  NGVD 29 (12/04/92)  144.5    (m)          474.     (f) GPS OBS        
 CN3169
 CN3169.Superseded values are not recommended for survey control.
 CN3169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3169.See file dsdata.txt to determine how the superseded data were derived.
 CN3169
 CN3169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4911044604(NAD 83)
 CN3169_MARKER: DD = SURVEY DISK
 CN3169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3169_SP_SET: CONCRETE POST
 CN3169_STAMPING: 33-6 1991
 CN3169_MARK LOGO: ALHD  
 CN3169_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3169+STABILITY: SURFACE MOTION
 CN3169_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3169+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3169
 CN3169  HISTORY     - Date     Condition        Report By
 CN3169  HISTORY     - 1991     MONUMENTED       ALHD
 CN3169
 CN3169                          STATION DESCRIPTION
 CN3169
 CN3169'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3169'THE STATION IS LOCATED IN HALE COUNTY ON PROPERTY OWNED BY HAMMERMILL
 CN3169'COMPANY (INTERNATIONAL PAPER COMPANY), ABOUT 9.33 KM (5.80 MI)
 CN3169'SOUTHEAST OF MOUNDVILLE AND ABOUT 19.31 KM (12.00 MI) EAST-NORTHEAST
 CN3169'OF AKRON.
 CN3169'TO REACH THE STATION FROM THE JUNCTION OF ALA 60 AND ALA 69 (MILE POST
 CN3169'124.40 ON ALA 69), DRIVE NORTH ON ALA 69 4.83 KM (3.00 MI) TO MILE
 CN3169'POST 127.40 AND HALE COUNTY ROAD NO. 44 ON THE RIGHT, TURN RIGHT ON
 CN3169'HALE COUNTY ROAD NO. 44 AND DRIVE EAST 6.04 KM (3.75 MI) TO A GRAVEL
 CN3169'ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTH 1.45
 CN3169'KM (0.90 MI) TO A HIGH VOLTAGE POWER LINE CROSSING, CONTINUE SOUTH ON
 CN3169'THE GRAVEL ROAD 2.17 KM (1.35 MI) TO A GRADED ROAD RIGHT UP A HILL TO
 CN3169'AN OIL WELL DRILLING SITE, CONTINUE SOUTH ON THE GRAVEL ROAD 0.48 KM
 CN3169'(0.30 MI) TO A WOODS ROAD WITH A LOCKED GATE ON THE RIGHT, TURN
 CN3169'RIGHT, PASSING THROUGH THE GATE, AND DRIVE WEST UP A HILL 0.24 KM
 CN3169'(0.15 MI) TO THE STATION ON THE LEFT IN AN OLD LOG YARD.
 CN3169'THE STATION IS LOCATED IN THE SOUTHWEST SIDE OF AN OLD LOG YARD, ABOUT
 CN3169'45.72 M (150.00 FT) SOUTH OF THE HIGHEST POINT OF THE HILL, 18.59 M
 CN3169'(60.99 FT) SOUTHWEST OF THE CENTER OF THE WOODS ROAD, AND ABOUT
 CN3169'152.40 M (500.00 FT) SOUTH-SOUTHWEST OF AN OIL WELL DRILLING SITE AND
 CN3169'2.2 FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS POST.
 CN3169'STATION 33-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3169'TO GET A KEY TO THE LOCKED GATED, PLEASE CONTACT
 CN3169'MR. AARON GUILLORY, INTERNATIONAL PAPER COMPANY
 CN3169'ALA 14 EAST
 CN3169'GREENSBORO, ALABAMA
 CN3169'PHONE 205 - 624 - 3873
 CN3169'BEST TO PHONE THE DAY BEFORE AS OFFICE IS NOT ALWAYS OPEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6984 ***********************************************************************
 AA6984  DESIGNATION -  33 7
 AA6984  PID         -  AA6984
 AA6984  STATE/COUNTY-  AL/HALE
 AA6984  USGS QUAD   -  DEMOPOLIS (1979)
 AA6984
 AA6984                         *CURRENT SURVEY CONTROL
 AA6984  ___________________________________________________________________
 AA6984* NAD 83(1992)-  32 32 20.53704(N)    087 46 30.79997(W)     ADJUSTED  
 AA6984* NAVD 88     -        28.2    (meters)      93.     (feet)  VERTCON   
 AA6984  ___________________________________________________________________
 AA6984  X           -     208,934.500 (meters)                     COMP
 AA6984  Y           -  -5,378,086.784 (meters)                     COMP
 AA6984  Z           -   3,410,973.103 (meters)                     COMP
 AA6984  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA6984  ELLIP HEIGHT-          -0.84  (meters)          (07/29/02) GPS OBS
 AA6984  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA6984
 AA6984  HORZ ORDER  -  FIRST
 AA6984  ELLP ORDER  -  FOURTH    CLASS I
 AA6984
 AA6984.The horizontal coordinates were established by GPS observations
 AA6984.and adjusted by the National Geodetic Survey in July 1995..
 AA6984
 AA6984.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6984
 AA6984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6984
 AA6984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6984
 AA6984.The ellipsoidal height was determined by GPS observations
 AA6984.and is referenced to NAD 83.
 AA6984
 AA6984.The geoid height was determined by GEOID03.
 AA6984
 AA6984;                    North         East     Units Scale Factor Converg.
 AA6984;SPC AL W     -   281,528.427   574,148.369   MT  0.99994157   -0 08 52.9
 AA6984;UTM  16      - 3,600,451.432   427,206.802   MT  0.99966534   -0 25 01.2
 AA6984
 AA6984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6984!SPC AL W     -   1.00000013  x   0.99994157  =   0.99994170
 AA6984!UTM  16      -   1.00000013  x   0.99966534  =   0.99966547
 AA6984
 AA6984                          SUPERSEDED SURVEY CONTROL
 AA6984
 AA6984  ELLIP H (07/21/95)   -0.79   (m)                       GP(       ) 3 2
 AA6984  NGVD 29 (07/21/95)   28.2    (m)           93.     (f) GPS OBS        
 AA6984
 AA6984.Superseded values are not recommended for survey control.
 AA6984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6984.See file dsdata.txt to determine how the superseded data were derived.
 AA6984
 AA6984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2720700451(NAD 83)
 AA6984_MARKER: DD = SURVEY DISK
 AA6984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6984_STAMPING: 33-7 1994
 AA6984_MARK LOGO: ALHD  
 AA6984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6984+STABILITY: SURFACE MOTION
 AA6984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6984+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6984
 AA6984  HISTORY     - Date     Condition        Report By
 AA6984  HISTORY     - 1994     MONUMENTED       ALHD
 AA6984
 AA6984                          STATION DESCRIPTION
 AA6984
 AA6984'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6984'THE STATION IS LOCATED IN HALE COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA6984'PAVED COUNTY ROAD, ABOUT 14.70 MI (23.66 KM) WEST OF NEWBERN AND ABOUT
 AA6984'15.45 SOUTHWEST OF GREENSBORO. TO REACH THE STATION FROM THE JUNCTION
 AA6984'OF U.S. 80 AND ALA 69 NORTH (MILE POST 45.05 ON U.S. 80 AND MILE POST
 AA6984'92.85 ON ALA 69) AT PRAIRIEVILLE, DRIVE WEST ON U.S. 80 FOR 4.05 MI
 AA6984'(6.52 KM) TO MILE POST 41.00 AND A PAVED COUNTY ROAD ON THE RIGHT,
 AA6984'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 2.15 MI (3.46
 AA6984'KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY
 AA6984'ROAD AND DRIVE WEST FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT.
 AA6984'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 AA6984'ON TREATED WOOD POSTS, 11.5 FT (3.5 M) WEST OF THE CENTER OF A GRAVEL
 AA6984'DRIVEWAY LEADING TO A POND, 38.2 FT (11.6 M) SOUTH OF THE CENTER OF
 AA6984'THE PAVED COUNTY ROAD, 68.0 FT (20.7 M) EAST OF A CABLE POLE, 90.4 FT
 AA6984'(27.6 M) SOUTH-SOUTHEAST OF THE CENTER OF A RUSTY DOUBLE METAL GATE
 AA6984'ACROSS THE ROAD, 3.2 FT (1.0 M) NORTH OF A CARSONITE WITNESS POST, AND
 AA6984'SET FLUSH WITH THE GROUND. STATION 33-8 1994 MAY BE USED AS AN AZIMUTH
 AA6984'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6985 ***********************************************************************
 AA6985  DESIGNATION -  33 8
 AA6985  PID         -  AA6985
 AA6985  STATE/COUNTY-  AL/HALE
 AA6985  USGS QUAD   -  DEMOPOLIS (1979)
 AA6985
 AA6985                         *CURRENT SURVEY CONTROL
 AA6985  ___________________________________________________________________
 AA6985* NAD 83(1992)-  32 32 21.11831(N)    087 46 09.37602(W)     ADJUSTED  
 AA6985* NAVD 88     -        39.2    (meters)     129.     (feet)  VERTCON   
 AA6985  ___________________________________________________________________
 AA6985  X           -     209,493.086 (meters)                     COMP
 AA6985  Y           -  -5,378,064.671 (meters)                     COMP
 AA6985  Z           -   3,410,994.099 (meters)                     COMP
 AA6985  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AA6985  ELLIP HEIGHT-          10.13  (meters)          (07/29/02) GPS OBS
 AA6985  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA6985
 AA6985  HORZ ORDER  -  FIRST
 AA6985  ELLP ORDER  -  FOURTH    CLASS I
 AA6985
 AA6985.The horizontal coordinates were established by GPS observations
 AA6985.and adjusted by the National Geodetic Survey in July 1995..
 AA6985
 AA6985.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6985
 AA6985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6985
 AA6985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6985
 AA6985.The ellipsoidal height was determined by GPS observations
 AA6985.and is referenced to NAD 83.
 AA6985
 AA6985.The geoid height was determined by GEOID03.
 AA6985
 AA6985;                    North         East     Units Scale Factor Converg.
 AA6985;SPC AL W     -   281,544.903   574,707.402   MT  0.99994122   -0 08 41.4
 AA6985;UTM  16      - 3,600,465.280   427,765.752   MT  0.99966434   -0 24 49.6
 AA6985
 AA6985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6985!SPC AL W     -   0.99999841  x   0.99994122  =   0.99993963
 AA6985!UTM  16      -   0.99999841  x   0.99966434  =   0.99966275
 AA6985
 AA6985                          SUPERSEDED SURVEY CONTROL
 AA6985
 AA6985  ELLIP H (07/21/95)   10.19   (m)                       GP(       ) 3 2
 AA6985  NGVD 29 (07/21/95)   39.1    (m)          128.     (f) GPS OBS        
 AA6985
 AA6985.Superseded values are not recommended for survey control.
 AA6985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6985.See file dsdata.txt to determine how the superseded data were derived.
 AA6985
 AA6985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2776600465(NAD 83)
 AA6985_MARKER: DD = SURVEY DISK
 AA6985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6985_STAMPING: 33-8 1994
 AA6985_MARK LOGO: ALHD  
 AA6985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6985+STABILITY: SURFACE MOTION
 AA6985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6985+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6985
 AA6985  HISTORY     - Date     Condition        Report By
 AA6985  HISTORY     - 1994     MONUMENTED       ALHD
 AA6985
 AA6985                          STATION DESCRIPTION
 AA6985
 AA6985'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6985'THE STATION IS LOCATED IN HALE COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA6985'PAVED COUNTY ROAD, ABOUT 14.70 MI (23.66 KM) WEST OF NEWBERN AND ABOUT
 AA6985'15.20 SOUTHWEST OF GREENSBORO. TO REACH THE STATION FROM THE JUNCTION
 AA6985'OF U.S. 80 AND ALA 69 NORTH (MILE POST 45.05 ON U.S. 80 AND MILE POST
 AA6985'92.85 ON ALA 69) AT PRAIRIEVILLE, DRIVE WEST ON U.S. 80 FOR 4.05 MI
 AA6985'(6.52 KM) TO MILE POST 41.00 AND A PAVED COUNTY ROAD ON THE RIGHT,
 AA6985'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 2.15 MI (3.46
 AA6985'KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY
 AA6985'ROAD AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 AA6985'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH ONE
 AA6985'STRAND OF BARBED WIRE ON OLD WOOD POSTS, 31.1 FT (9.5 M) NORTH OF THE
 AA6985'CENTER OF THE PAVED COUNTY ROAD, 119.0 FT (36.3 M) WEST-SOUTHWEST OF A
 AA6985'TRANSFORMER POWER POLE IN A FIELD, 149.9 FT (45.7 M) EAST-NORTHEAST
 AA6985'TELEPHONE CABLE PEDESTAL NO. 3 ACROSS THE ROAD, 150.4 FT (45.8 M)
 AA6985'EAST-NORTHEAST OF A BURIED CABLE WARNING SIGN ACROSS THE ROAD, 172.5
 AA6985'FT (52.6 M) WEST OF A GRAPHIC STOP AHEAD SIGN ACROSS THE ROAD, 3.0 FT
 AA6985'(0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA6985'GROUND. STATION 33-7 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6986 ***********************************************************************
 AA6986  DESIGNATION -  33 9
 AA6986  PID         -  AA6986
 AA6986  STATE/COUNTY-  AL/HALE
 AA6986  USGS QUAD   -  NEWBERN (1980)
 AA6986
 AA6986                         *CURRENT SURVEY CONTROL
 AA6986  ___________________________________________________________________
 AA6986* NAD 83(1992)-  32 31 21.90233(N)    087 35 48.14762(W)     ADJUSTED  
 AA6986* NAVD 88     -        57.1    (meters)     187.     (feet)  VERTCON   
 AA6986  ___________________________________________________________________
 AA6986  X           -     225,731.537 (meters)                     COMP
 AA6986  Y           -  -5,378,404.552 (meters)                     COMP
 AA6986  Z           -   3,409,465.853 (meters)                     COMP
 AA6986  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AA6986  ELLIP HEIGHT-          28.12  (meters)          (07/29/02) GPS OBS
 AA6986  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA6986
 AA6986  HORZ ORDER  -  FIRST
 AA6986  ELLP ORDER  -  FOURTH    CLASS I
 AA6986
 AA6986.The horizontal coordinates were established by GPS observations
 AA6986.and adjusted by the National Geodetic Survey in July 1995..
 AA6986
 AA6986.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6986
 AA6986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6986
 AA6986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6986
 AA6986.The ellipsoidal height was determined by GPS observations
 AA6986.and is referenced to NAD 83.
 AA6986
 AA6986.The geoid height was determined by GEOID03.
 AA6986
 AA6986;                    North         East     Units Scale Factor Converg.
 AA6986;SPC AL W     -   279,693.061   590,914.619   MT  0.99993435   -0 03 07.2
 AA6986;UTM  16      - 3,598,537.950   443,959.462   MT  0.99963873   -0 19 14.9
 AA6986
 AA6986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6986!SPC AL W     -   0.99999558  x   0.99993435  =   0.99992994
 AA6986!UTM  16      -   0.99999558  x   0.99963873  =   0.99963432
 AA6986
 AA6986:                Primary Azimuth Mark                     Grid Az
 AA6986:SPC AL W     -  33 10                                    081 32 56.1
 AA6986:UTM  16      -  33 10                                    081 49 03.8
 AA6986
 AA6986|---------------------------------------------------------------------|
 AA6986| PID    Reference Object                     Distance      Geod. Az  |
 AA6986|                                                           dddmmss.s |
 AA6986| AA6987 33 10                               439.545 METERS 0812948.9 |
 AA6986|---------------------------------------------------------------------|
 AA6986
 AA6986                          SUPERSEDED SURVEY CONTROL
 AA6986
 AA6986  ELLIP H (07/21/95)   28.17   (m)                       GP(       ) 3 2
 AA6986  NGVD 29 (07/21/95)   57.0    (m)          187.     (f) GPS OBS        
 AA6986
 AA6986.Superseded values are not recommended for survey control.
 AA6986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6986.See file dsdata.txt to determine how the superseded data were derived.
 AA6986
 AA6986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4395998538(NAD 83)
 AA6986_MARKER: DD = SURVEY DISK
 AA6986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6986_STAMPING: 33-9 1994
 AA6986_MARK LOGO: ALHD  
 AA6986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6986+STABILITY: SURFACE MOTION
 AA6986_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6986+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 AA6986
 AA6986  HISTORY     - Date     Condition        Report By
 AA6986  HISTORY     - 1994     MONUMENTED       ALHD
 AA6986  HISTORY     - 20031205 GOOD             JCLS
 AA6986
 AA6986                          STATION DESCRIPTION
 AA6986
 AA6986'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6986'THE STATION IS LOCATED IN HALE COUNTY ON THE WEST RIGHT OF WAY OF ALA
 AA6986'25, ABOUT 6.50 MI (10.46 KM) SOUTHWEST OF NEWBERN AND ABOUT 12.45
 AA6986'SOUTH OF GREENSBORO. TO REACH THE STATION FROM THE JUNCTION OF U.S. 80
 AA6986'AND ALA 25 (MILE POST 36.15 ON ALA 25 AND MILE POST 51.70 ON U.S. 80)
 AA6986'AT FAUNSDALE, DRIVE NORTH ON ALA 25 FOR 3.70 MI (5.95 KM) TO MILE POST
 AA6986'39.85, HALE COUNTY ROAD NO. 12 ON THE RIGHT, AND THE STATION ON THE
 AA6986'LEFT. THE STATION IS 2.4 FT (0.7 M) EAST OF A HOG WIRE FENCE WITH ONE
 AA6986'STRAND OF BARBED WIRE ON WHITE TOP, GREEN STEEL POSTS, 31.0 FT (9.4 M)
 AA6986'NORTH-NORTHWEST OF A GRAPHIC END OF ROAD SIGN, 38.5 FT (11.7 M) WEST
 AA6986'OF THE CENTERLINE OF ALA 25, 56.0 FT (17.1 M) WEST-NORTHWEST OF THE
 AA6986'CENTER OF THE INTERSECTION OF ALA 25 AND HALE COUNTY ROAD NO. 12, 68.0
 AA6986'FT (20.7 M) NORTH OF A POWER POLE, 100.3 FT (30.6 M) NORTH OF AN ALA
 AA6986'25 SOUTH SIGN, 110.0 FT (33.5 M) SOUTHWEST OF AN ALA 25 NORTH SIGN
 AA6986'ACROSS THE ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND
 AA6986'SET FLUSH WITH THE GROUND. STATION 33-10 1994 MAY BE USED AS AN
 AA6986'AZIMUTH FOR THIS STATION.
 AA6986
 AA6986                          STATION RECOVERY (2003)
 AA6986
 AA6986'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA6986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0960 ***********************************************************************
 CM0960  DESIGNATION -  331
 CM0960  PID         -  CM0960
 CM0960  STATE/COUNTY-  AL/RUSSELL
 CM0960  USGS QUAD   -  PHENIX CITY (1984)
 CM0960
 CM0960                         *CURRENT SURVEY CONTROL
 CM0960  ___________________________________________________________________
 CM0960* NAD 83(1986)-  32 25 27.     (N)    085 05 25.     (W)     SCALED    
 CM0960* NAVD 88     -       100.963  (meters)     331.24   (feet)  ADJUSTED  
 CM0960  ___________________________________________________________________
 CM0960  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 CM0960  DYNAMIC HT  -         100.847 (meters)     330.86  (feet)  COMP
 CM0960  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 CM0960
 CM0960  VERT ORDER  -  SECOND    CLASS 0
 CM0960
 CM0960.The horizontal coordinates were scaled from a topographic map and have
 CM0960.an estimated accuracy of +/- 6 seconds.
 CM0960
 CM0960.The orthometric height was determined by differential leveling
 CM0960.and adjusted by the National Geodetic Survey in June 1991..
 CM0960
 CM0960.The geoid height was determined by GEOID03.
 CM0960
 CM0960.The dynamic height is computed by dividing the NAVD 88
 CM0960.geopotential number by the normal gravity value computed on the
 CM0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0960.degrees latitude (g = 980.6199 gals.).
 CM0960
 CM0960.The modeled gravity was interpolated from observed gravity values.
 CM0960
 CM0960;                    North         East    Units  Estimated Accuracy
 CM0960;SPC AL E     -   213,580.      269,890.      MT  (+/- 180 meters Scaled)
 CM0960
 CM0960                          SUPERSEDED SURVEY CONTROL
 CM0960
 CM0960  NGVD 29 (??/??/92)  100.981  (m)          331.30   (f) ADJ UNCH    2 0
 CM0960
 CM0960.Superseded values are not recommended for survey control.
 CM0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0960.See file dsdata.txt to determine how the superseded data were derived.
 CM0960
 CM0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA795890(NAD 83)
 CM0960_MARKER: DD = SURVEY DISK
 CM0960_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CM0960_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CM0960_STAMPING: 331 ADJ 1907
 CM0960_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0960_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CM0960+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 CM0960
 CM0960  HISTORY     - Date     Condition        Report By
 CM0960  HISTORY     - 1907     MONUMENTED       USGS
 CM0960  HISTORY     - 1952     GOOD             NGS
 CM0960  HISTORY     - 20031015 GOOD             INDIV
 CM0960
 CM0960                          STATION DESCRIPTION
 CM0960
 CM0960'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0960'5.6 MI SW FROM PHENIX CITY.
 CM0960'ABOUT 5.6 MILES SOUTHWEST ALONG A BLACK TOP ROAD (SANDFORT ROAD
 CM0960'EXTENDED) FROM ITS JUNCTION WITH 9TH AVENUE AT PHENIX CITY, AT
 CM0960'THE JUNCTION OF A BLACK TOP ROAD NORTH AND IN THE NORTHEAST
 CM0960'CORNER OF YARD AT WOODLAWN BAPTIST CHURCH, 126 FEET NORTHWEST OF
 CM0960'CENTER LINE OF ROAD, 80 FEET WEST OF CENTER LINE OF ROAD NORTH,
 CM0960'113 FEET NORTHEAST OF NORTHEAST CORNER OF CHURCH, 14 FEET SOUTHEAST
 CM0960'OF CENTER LINE OF A DRIVE TO CHURCH, 25 FEET SOUTH OF CENTER
 CM0960'LINE OF A ROAD WEST TO A FARM HOUSE, 14 FEET NORTHWEST OF A
 CM0960'30-INCH ELM TREE, ABOUT LEVEL WITH ROADS AND PROJECTING 8 INCHES.
 CM0960
 CM0960                          STATION RECOVERY (2003)
 CM0960
 CM0960'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 CM0960'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2169 ***********************************************************************
 DH2169  DESIGNATION -  331.6
 DH2169  PID         -  DH2169
 DH2169  STATE/COUNTY-  AL/TUSCALOOSA
 DH2169  USGS QUAD   -  LAKE TUSCALOOSA NORTH (1978)
 DH2169
 DH2169                         *CURRENT SURVEY CONTROL
 DH2169  ___________________________________________________________________
 DH2169* NAD 83(1986)-  33 27 27.     (N)    087 37 16.     (W)     SCALED    
 DH2169* NAVD 88     -       101.258  (meters)     332.21   (feet)  ADJUSTED  
 DH2169  ___________________________________________________________________
 DH2169  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DH2169  DYNAMIC HT  -         101.150 (meters)     331.86  (feet)  COMP
 DH2169  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DH2169
 DH2169  VERT ORDER  -  SECOND    CLASS 0
 DH2169
 DH2169.The horizontal coordinates were scaled from a topographic map and have
 DH2169.an estimated accuracy of +/- 6 seconds.
 DH2169
 DH2169.The orthometric height was determined by differential leveling
 DH2169.and adjusted by the National Geodetic Survey in June 1991..
 DH2169
 DH2169.The geoid height was determined by GEOID03.
 DH2169
 DH2169.The dynamic height is computed by dividing the NAVD 88
 DH2169.geopotential number by the normal gravity value computed on the
 DH2169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2169.degrees latitude (g = 980.6199 gals.).
 DH2169
 DH2169.The modeled gravity was interpolated from observed gravity values.
 DH2169
 DH2169;                    North         East    Units  Estimated Accuracy
 DH2169;SPC AL W     -   383,360.      588,740.      MT  (+/- 180 meters Scaled)
 DH2169
 DH2169                          SUPERSEDED SURVEY CONTROL
 DH2169
 DH2169  NGVD 29 (??/??/92)  101.231  (m)          332.12   (f) ADJ UNCH    2 0
 DH2169
 DH2169.Superseded values are not recommended for survey control.
 DH2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2169.See file dsdata.txt to determine how the superseded data were derived.
 DH2169
 DH2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC422021(NAD 83)
 DH2169_MARKER: Q = CHISELED SQUARE
 DH2169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH2169_SP_SET: CULVERT
 DH2169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2169
 DH2169  HISTORY     - Date     Condition        Report By
 DH2169  HISTORY     - UNK      MONUMENTED       USGS
 DH2169  HISTORY     - 1935     GOOD             NGS
 DH2169
 DH2169                          STATION DESCRIPTION
 DH2169
 DH2169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH2169'2.8 MI N FROM SAMANTHA.
 DH2169'ALONG STATE HIGHWAY NO. 13, ON THE WEST EDGE OF THE ROAD, IN THE
 DH2169'CENTER OF A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1547 ***********************************************************************
 CN1547  DESIGNATION -  33+51
 CN1547  PID         -  CN1547
 CN1547  STATE/COUNTY-  AL/BIBB
 CN1547  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN1547
 CN1547                         *CURRENT SURVEY CONTROL
 CN1547  ___________________________________________________________________
 CN1547* NAD 83(1986)-  32 56 15.     (N)    087 09 55.     (W)     SCALED    
 CN1547* NAVD 88     -        76.38   (+/-2cm)     250.6    (feet)  VERTCON   
 CN1547  ___________________________________________________________________
 CN1547  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CN1547
 CN1547  VERT ORDER  -  ? (See Below)
 CN1547
 CN1547.The horizontal coordinates were scaled from a topographic map and have
 CN1547.an estimated accuracy of +/- 6 seconds.
 CN1547
 CN1547.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN1547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN1547.The vertical order pertains to the NGVD 29 superseded value.
 CN1547
 CN1547.The geoid height was determined by GEOID03.
 CN1547
 CN1547;                    North         East    Units  Estimated Accuracy
 CN1547;SPC AL W     -   325,730.      631,300.      MT  (+/- 180 meters Scaled)
 CN1547
 CN1547                          SUPERSEDED SURVEY CONTROL
 CN1547
 CN1547  NGVD 29 (??/??/92)   76.359  (m)          250.52   (f) ADJ UNCH    ?  
 CN1547
 CN1547.Superseded values are not recommended for survey control.
 CN1547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1547.See file dsdata.txt to determine how the superseded data were derived.
 CN1547
 CN1547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB845443(NAD 83)
 CN1547_MARKER: B = BOLT
 CN1547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1547+STABILITY: SURFACE MOTION
 CN1547
 CN1547  HISTORY     - Date     Condition        Report By
 CN1547  HISTORY     - 1935     MONUMENTED       ALHD
 CN1547  HISTORY     - 1935     GOOD             NGS
 CN1547
 CN1547                          STATION DESCRIPTION
 CN1547
 CN1547'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CN1547'IN BRENT.
 CN1547'AT SOUTH EDGE OF BRENT, ON EAST SIDE OF HIGHWAY 5.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0758 ***********************************************************************
 EF0758  DESIGNATION -  34
 EF0758  PID         -  EF0758
 EF0758  STATE/COUNTY-  AL/LAUDERDALE
 EF0758  USGS QUAD   -  ROGERSVILLE (1974)
 EF0758
 EF0758                         *CURRENT SURVEY CONTROL
 EF0758  ___________________________________________________________________
 EF0758* NAD 83(1986)-  34 48 32.     (N)    087 20 29.     (W)     SCALED    
 EF0758* NAVD 88     -       159.061  (meters)     521.85   (feet)  POSTED    
 EF0758  ___________________________________________________________________
 EF0758  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EF0758  DYNAMIC HT  -         158.910 (meters)     521.36  (feet)  COMP
 EF0758  MODELED GRAV-     979,698.1   (mgal)                       NAVD 88
 EF0758
 EF0758  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0758
 EF0758.The horizontal coordinates were scaled from a topographic map and have
 EF0758.an estimated accuracy of +/- 6 seconds.
 EF0758
 EF0758.The orthometric height was determined by differential leveling
 EF0758.and adjusted by the National Geodetic Survey in 1992..
 EF0758.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0758.rate of 0.0 thru 1.0 mm/km.
 EF0758
 EF0758.The geoid height was determined by GEOID03.
 EF0758
 EF0758.The dynamic height is computed by dividing the NAVD 88
 EF0758.geopotential number by the normal gravity value computed on the
 EF0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0758.degrees latitude (g = 980.6199 gals.).
 EF0758
 EF0758.The modeled gravity was interpolated from observed gravity values.
 EF0758
 EF0758;                    North         East    Units  Estimated Accuracy
 EF0758;SPC AL W     -   533,250.      614,510.      MT  (+/- 180 meters Scaled)
 EF0758
 EF0758                          SUPERSEDED SURVEY CONTROL
 EF0758
 EF0758.No superseded survey control is available for this station.
 EF0758
 EF0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD687519(NAD 83)
 EF0758_MARKER: B = BOLT
 EF0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0758_SP_SET: WALL
 EF0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0758
 EF0758  HISTORY     - Date     Condition        Report By
 EF0758  HISTORY     - UNK      MONUMENTED       USE
 EF0758  HISTORY     - 1933     GOOD             NGS
 EF0758  HISTORY     - 1934     GOOD             TVA
 EF0758
 EF0758                          STATION DESCRIPTION
 EF0758
 EF0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0758'19.0 MI SE FROM FLORENCE.
 EF0758'ABOUT 19.0 MILES UPSTREAM FROM FLORENCE, LAUDERDALE COUNTY, AT LOCK 1
 EF0758'OF THE MUSCLE SHOALS CANAL, ON THE RIGHT BANK OF THE RIVER, AT THE
 EF0758'RECESS FOR THE WEST GATE, IN THE SOUTH WALL, IN THE OUTER CORNER OF
 EF0758'THE COPING, AND 10 INCHES FROM THE FACES.  A COPPER BOLT.
 EF0758
 EF0758                          STATION RECOVERY (1934)
 EF0758
 EF0758'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1934
 EF0758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2378 ***********************************************************************
 BT2378  DESIGNATION -  34 1
 BT2378  PID         -  BT2378
 BT2378  STATE/COUNTY-  AL/HENRY
 BT2378  USGS QUAD   -  CLOPTON (1979)
 BT2378
 BT2378                         *CURRENT SURVEY CONTROL
 BT2378  ___________________________________________________________________
 BT2378* NAD 83(1992)-  31 31 57.46107(N)    085 24 33.79112(W)     ADJUSTED  
 BT2378* NAVD 88     -       139.5    (meters)     458.     (feet)  GPS OBS   
 BT2378  ___________________________________________________________________
 BT2378  X           -     435,508.847 (meters)                     COMP
 BT2378  Y           -  -5,423,981.207 (meters)                     COMP
 BT2378  Z           -   3,316,430.261 (meters)                     COMP
 BT2378  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BT2378  ELLIP HEIGHT-         113.09  (meters)          (07/29/02) GPS OBS
 BT2378  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BT2378
 BT2378  HORZ ORDER  -  FIRST
 BT2378  ELLP ORDER  -  FOURTH    CLASS I
 BT2378
 BT2378.The horizontal coordinates were established by GPS observations
 BT2378.and adjusted by the National Geodetic Survey in December 1992..
 BT2378
 BT2378.The orthometric height was determined by GPS observations and a
 BT2378.high-resolution geoid model.
 BT2378
 BT2378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2378
 BT2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2378
 BT2378.The ellipsoidal height was determined by GPS observations
 BT2378.and is referenced to NAD 83.
 BT2378
 BT2378.The geoid height was determined by GEOID03.
 BT2378
 BT2378;                    North         East     Units Scale Factor Converg.
 BT2378;SPC AL E     -   114,560.545   240,260.505   MT  0.99997998   +0 13 18.2
 BT2378;UTM  16      - 3,489,729.348   651,007.912   MT  0.99988126   +0 49 55.3
 BT2378
 BT2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2378!SPC AL E     -   0.99998224  x   0.99997998  =   0.99996222
 BT2378!UTM  16      -   0.99998224  x   0.99988126  =   0.99986350
 BT2378
 BT2378                          SUPERSEDED SURVEY CONTROL
 BT2378
 BT2378  ELLIP H (12/04/92)  113.08   (m)                       GP(       ) 4 1
 BT2378  NAD 83(1986)-  31 31 57.46918(N)    085 24 33.79150(W) AD(       ) 1
 BT2378  NGVD 29 (12/04/92)  139.6    (m)          458.     (f) GPS OBS        
 BT2378
 BT2378.Superseded values are not recommended for survey control.
 BT2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2378.See file dsdata.txt to determine how the superseded data were derived.
 BT2378
 BT2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5100889729(NAD 83)
 BT2378_MARKER: DD = SURVEY DISK
 BT2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2378_SP_SET: CONCRETE POST
 BT2378_STAMPING: 34-1 1991
 BT2378_MARK LOGO: ALHD  
 BT2378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2378+STABILITY: SURFACE MOTION
 BT2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2378+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2378
 BT2378  HISTORY     - Date     Condition        Report By
 BT2378  HISTORY     - 1991     MONUMENTED       ALHD
 BT2378
 BT2378                          STATION DESCRIPTION
 BT2378
 BT2378'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2378'THE STATION IS LOCATED IN HENRY COUNTY ON THE NORTHEAST RIGHT OF WAY
 BT2378'OF HENRY COUNTY ROAD NO. 7, ABOUT 9.75 MI (15.69 KM) WEST-SOUTHWEST
 BT2378'OF ABBEVILLE AND ABOUT 8.75 MI (14.08 KM) NORTHWEST OF NEWTON.
 BT2378'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 27 (MILE
 BT2378'POST 44.90 ON ALA 27 AND MILE POST 44.70 ON U.S. 231) IN OZARK, DRIVE
 BT2378'NORTHEASTERLY ON ALA 27 FOR 21.90 MI (35.24 KM) TO MILE POST 66.80
 BT2378'AND HENRY COUNTY ROAD NO. 7 ON THE LEFT, TURN LEFT ON HENRY COUNTY
 BT2378'ROAD NO. 7 AND DRIVE NORTHWEST FOR 3.30 MI (5.31 KM) TO THE STATION
 BT2378'ON THE RIGHT.
 BT2378'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A FOUR STRAND BARBED WIRE
 BT2378'FENCE ON TREATED WOOD POSTS, 29.6 FT (9.0 M) NORTHEAST OF THE
 BT2378'CENTERLINE OF HENRY COUNTY ROAD NO. 7, 63.5 FT (19.4 M) NORTHWEST OF
 BT2378'THE NORTHWEST GATE POST, 85.7 FT (26.1 M) NORTH OF THE NORTHWEST GATE
 BT2378'POST ACROSS HENRY COUNTY ROAD NO. 7, 3.1 FT (0.9 M) SOUTHWEST OF A
 BT2378'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2378'STATION 23-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2499 ***********************************************************************
 BT2499  DESIGNATION -  34 10
 BT2499  PID         -  BT2499
 BT2499  STATE/COUNTY-  AL/HENRY
 BT2499  USGS QUAD   -  COLUMBIA (1981)
 BT2499
 BT2499                         *CURRENT SURVEY CONTROL
 BT2499  ___________________________________________________________________
 BT2499* NAD 83(1992)-  31 18 30.11411(N)    085 06 31.75221(W)     ADJUSTED  
 BT2499* NAVD 88     -        61.1    (meters)     200.     (feet)  GPS OBS   
 BT2499  ___________________________________________________________________
 BT2499  X           -     465,055.749 (meters)                     COMP
 BT2499  Y           -  -5,434,470.427 (meters)                     COMP
 BT2499  Z           -   3,295,169.418 (meters)                     COMP
 BT2499  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BT2499  ELLIP HEIGHT-          33.99  (meters)          (07/29/02) GPS OBS
 BT2499  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BT2499
 BT2499  HORZ ORDER  -  FIRST
 BT2499  ELLP ORDER  -  FOURTH    CLASS I
 BT2499
 BT2499.The horizontal coordinates were established by GPS observations
 BT2499.and adjusted by the National Geodetic Survey in March 1994..
 BT2499
 BT2499.The orthometric height was determined by GPS observations and a
 BT2499.high-resolution geoid model.
 BT2499
 BT2499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2499
 BT2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2499
 BT2499.The ellipsoidal height was determined by GPS observations
 BT2499.and is referenced to NAD 83.
 BT2499
 BT2499.The geoid height was determined by GEOID03.
 BT2499
 BT2499;                    North         East     Units Scale Factor Converg.
 BT2499;SPC AL E     -    89,844.693   268,968.539   MT  1.00001865   +0 22 35.4
 BT2499;SPC GA W     -   145,418.685   610,318.278   MT  0.99999917   -0 29 22.6
 BT2499;SPC GA W     -   477,094.47  2,002,352.55   sFT  0.99999917   -0 29 22.6
 BT2499;UTM  16      - 3,465,321.161   679,975.063   MT  0.99999953   +0 58 58.8
 BT2499
 BT2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2499!SPC AL E     -   0.99999466  x   1.00001865  =   1.00001331
 BT2499!SPC GA W     -   0.99999466  x   0.99999917  =   0.99999383
 BT2499!UTM  16      -   0.99999466  x   0.99999953  =   0.99999419
 BT2499
 BT2499:                Primary Azimuth Mark                     Grid Az
 BT2499:SPC AL E     -  34 11                                    015 13 49.7
 BT2499:SPC GA W     -  34 11                                    016 05 47.7
 BT2499:UTM  16      -  34 11                                    014 37 26.3
 BT2499
 BT2499|---------------------------------------------------------------------|
 BT2499| PID    Reference Object                     Distance      Geod. Az  |
 BT2499|                                                           dddmmss.s |
 BT2499| BT2500 34 11                               APPROX. 0.5 KM 0153625.1 |
 BT2499|---------------------------------------------------------------------|
 BT2499
 BT2499                          SUPERSEDED SURVEY CONTROL
 BT2499
 BT2499  ELLIP H (03/24/94)   34.01   (m)                       GP(       ) 4 1
 BT2499  NGVD 29 (05/23/94)   61.2    (m)          201.     (f) GPS OBS        
 BT2499
 BT2499.Superseded values are not recommended for survey control.
 BT2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2499.See file dsdata.txt to determine how the superseded data were derived.
 BT2499
 BT2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7997565321(NAD 83)
 BT2499_MARKER: DD = SURVEY DISK
 BT2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2499_SP_SET: CONCRETE POST
 BT2499_STAMPING: 34-10 1993
 BT2499_MARK LOGO: ALHD  
 BT2499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2499+STABILITY: SURFACE MOTION
 BT2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2499+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2499
 BT2499  HISTORY     - Date     Condition        Report By
 BT2499  HISTORY     - 1993     MONUMENTED       ALHD
 BT2499
 BT2499                          STATION DESCRIPTION
 BT2499
 BT2499'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2499'THE STATION IS IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF ALA 95
 BT2499'ABOUT 14.05 MI (22.61 KM) EAST OF HEADLAND AND ABOUT 6.90 MI
 BT2499'(11.10 KM) SOUTH OF HALEBURG.
 BT2499'TO REACH THE STATION FROM THE JUNCTION OF ALA 134 AND U.S. 431
 BT2499'(MILEPOST 61.75 ON ALA 134 AND MILEPOST 25.80 ON U.S. 431) IN
 BT2499'HEADLAND, DRIVE EAST ON ALA 134 FOR 14.70 MI (23.66 KM) TO MILEPOST
 BT2499'76.45 AND ALA 95 LEFT AND RIGHT.  TURN LEFT ON ALA 95 AND DRIVE NORTH
 BT2499'FOR 0.10 MI (0.16 KM) TO THE STATION ON THE LEFT.
 BT2499'THE STATION IS 2.9 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 BT2499'ON METAL POSTS, 9.5 FT (2.9 M) NORTHEAST OF THE EAST POST OF A HENRY
 BT2499'COUNTY SOIL AND WATER CONSERVATION DISTRICT SIGN, 12.4 FT (3.8 M)
 BT2499'NORTHWEST OF A COLUMBIA CITY LIMIT SIGN, 16.6 FT (5.1 M) NORTHWEST OF
 BT2499'AN ENTER HOUSTON COUNTY SIGN, 35.5 FT (10.8 M) WEST OF THE CENTERLINE
 BT2499'OF ALA 95, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST AND SET
 BT2499'FLUSH WITH THE GROUND.
 BT2499'STATION 34-11 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2500 ***********************************************************************
 BT2500  DESIGNATION -  34 11
 BT2500  PID         -  BT2500
 BT2500  STATE/COUNTY-  AL/HENRY
 BT2500  USGS QUAD   -  COLUMBIA (1981)
 BT2500
 BT2500                         *CURRENT SURVEY CONTROL
 BT2500  ___________________________________________________________________
 BT2500* NAD 83(1992)-  31 18 45.84540(N)    085 06 26.63388(W)     ADJUSTED  
 BT2500* NAVD 88     -        61.9    (meters)     203.     (feet)  GPS OBS   
 BT2500  ___________________________________________________________________
 BT2500  X           -     465,169.181 (meters)                     COMP
 BT2500  Y           -  -5,434,208.639 (meters)                     COMP
 BT2500  Z           -   3,295,583.739 (meters)                     COMP
 BT2500  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 BT2500  ELLIP HEIGHT-          34.72  (meters)          (08/29/05) GPS OBS
 BT2500  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BT2500
 BT2500  HORZ ORDER  -  A
 BT2500  ELLP ORDER  -  FOURTH    CLASS I
 BT2500
 BT2500.The horizontal coordinates were established by GPS observations
 BT2500.and adjusted by the National Geodetic Survey in August 2005..
 BT2500
 BT2500.The orthometric height was determined by GPS observations and a
 BT2500.high-resolution geoid model.
 BT2500
 BT2500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2500
 BT2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2500
 BT2500.The ellipsoidal height was determined by GPS observations
 BT2500.and is referenced to NAD 83.
 BT2500
 BT2500.The geoid height was determined by GEOID03.
 BT2500
 BT2500;                    North         East     Units Scale Factor Converg.
 BT2500;SPC AL E     -    90,330.083   269,100.693   MT  1.00001887   +0 22 38.2
 BT2500;SPC GA W     -   145,902.012   610,457.752   MT  0.99999886   -0 29 20.2
 BT2500;SPC GA W     -   478,680.18  2,002,810.14   sFT  0.99999886   -0 29 20.2
 BT2500;UTM  16      - 3,465,807.914   680,102.069   MT  1.00000010   +0 59 01.9
 BT2500
 BT2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2500!SPC AL E     -   0.99999455  x   1.00001887  =   1.00001342
 BT2500!SPC GA W     -   0.99999455  x   0.99999886  =   0.99999341
 BT2500!UTM  16      -   0.99999455  x   1.00000010  =   0.99999465
 BT2500
 BT2500:                Primary Azimuth Mark                     Grid Az
 BT2500:SPC AL E     -  34 10                                    195 13 49.5
 BT2500:SPC GA W     -  34 10                                    196 05 47.9
 BT2500:UTM  16      -  34 10                                    194 37 25.8
 BT2500
 BT2500|---------------------------------------------------------------------|
 BT2500| PID    Reference Object                     Distance      Geod. Az  |
 BT2500|                                                           dddmmss.s |
 BT2500| BT2499 34 10                               APPROX. 0.5 KM 1953627.7 |
 BT2500|---------------------------------------------------------------------|
 BT2500
 BT2500                          SUPERSEDED SURVEY CONTROL
 BT2500
 BT2500  ELLIP H (07/29/02)   34.71   (m)                       GP(       ) 4 1
 BT2500  NAD 83(1992)-  31 18 45.84442(N)    085 06 26.63627(W) AD(       ) 1
 BT2500  ELLIP H (03/24/94)   34.73   (m)                       GP(       ) 4 1
 BT2500  NGVD 29 (05/23/94)   61.9    (m)          203.     (f) GPS OBS        
 BT2500
 BT2500.Superseded values are not recommended for survey control.
 BT2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2500.See file dsdata.txt to determine how the superseded data were derived.
 BT2500
 BT2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV8010265808(NAD 83)
 BT2500_MARKER: DD = SURVEY DISK
 BT2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2500_SP_SET: CONCRETE POST
 BT2500_STAMPING: 34-11 1993
 BT2500_MARK LOGO: ALHD  
 BT2500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2500+STABILITY: SURFACE MOTION
 BT2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2500+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BT2500
 BT2500  HISTORY     - Date     Condition        Report By
 BT2500  HISTORY     - 1993     MONUMENTED       ALHD
 BT2500  HISTORY     - 20040412 GOOD             ALHD
 BT2500  HISTORY     - 20040624 GOOD             LOCSUR
 BT2500
 BT2500                          STATION DESCRIPTION
 BT2500
 BT2500'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2500'THE STATION IS IN HENRY COUNTY ON THE EAST RIGHT OF WAY OF ALA 95
 BT2500'ABOUT 14.15 MI (22.77 KM) EAST OF HEADLAND AND ABOUT 6.65 MI
 BT2500'(10.70 KM) SOUTH OF HALEBURG.
 BT2500'TO REACH THE STATION FROM THE JUNCTION OF ALA 134 AND U.S. 431
 BT2500'(MILEPOST 61.75 ON ALA 134 AND MILEPOST 25.80 ON U.S. 431) IN
 BT2500'HEADLAND, DRIVE EAST ON ALA 134 FOR 14.70 MI (23.66 KM) TO MILEPOST
 BT2500'76.45 AND ALA 95 LEFT AND RIGHT.  TURN LEFT ON ALA 95 AND DRIVE NORTH
 BT2500'FOR 0.40 MI (0.64 KM) TO MILEPOST 15.20 AND THE STATION ON THE RIGHT.
 BT2500'THE STATION IS 3.1 FT (0.9 M) WEST OF AN EIGHT-INCH WOOD POST IN THE
 BT2500'FENCELINE, 3.6 FT (1.1 M) WEST OF A FOUR STRAND BARBED WIRE FENCE ON
 BT2500'RUSTY GREEN METAL POSTS WITH WHITE TOPS, 36.8 FT (11.2 M) EAST OF THE
 BT2500'CENTERLINE OF ALA 95, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST
 BT2500'AND SET FLUSH WITH THE GROUND.
 BT2500'STATION 34-10 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2500
 BT2500                          STATION RECOVERY (2004)
 BT2500
 BT2500'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BT2500'RECOVERED IN GOOD CONDITION.
 BT2500
 BT2500                          STATION RECOVERY (2004)
 BT2500
 BT2500'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (JRF)
 BT2500'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2501 ***********************************************************************
 BT2501  DESIGNATION -  34 12
 BT2501  PID         -  BT2501
 BT2501  STATE/COUNTY-  AL/HENRY
 BT2501  USGS QUAD   -  NEWVILLE (1969)
 BT2501
 BT2501                         *CURRENT SURVEY CONTROL
 BT2501  ___________________________________________________________________
 BT2501* NAD 83(1992)-  31 23 16.74269(N)    085 19 42.68805(W)     ADJUSTED  
 BT2501* NAVD 88     -       105.4    (meters)     346.     (feet)  GPS OBS   
 BT2501  ___________________________________________________________________
 BT2501  X           -     443,842.628 (meters)                     COMP
 BT2501  Y           -  -5,431,674.468 (meters)                     COMP
 BT2501  Z           -   3,302,731.871 (meters)                     COMP
 BT2501  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BT2501  ELLIP HEIGHT-          78.69  (meters)          (07/29/02) GPS OBS
 BT2501  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 BT2501
 BT2501  HORZ ORDER  -  FIRST
 BT2501  ELLP ORDER  -  FOURTH    CLASS I
 BT2501
 BT2501.The horizontal coordinates were established by GPS observations
 BT2501.and adjusted by the National Geodetic Survey in March 1994..
 BT2501
 BT2501.The orthometric height was determined by GPS observations and a
 BT2501.high-resolution geoid model.
 BT2501
 BT2501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2501
 BT2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2501
 BT2501.The ellipsoidal height was determined by GPS observations
 BT2501.and is referenced to NAD 83.
 BT2501
 BT2501.The geoid height was determined by GEOID03.
 BT2501
 BT2501;                    North         East     Units Scale Factor Converg.
 BT2501;SPC AL E     -    98,555.701   248,013.465   MT  0.99998842   +0 15 46.5
 BT2501;UTM  16      - 3,473,809.219   658,929.868   MT  0.99991155   +0 52 14.7
 BT2501
 BT2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2501!SPC AL E     -   0.99998764  x   0.99998842  =   0.99997606
 BT2501!UTM  16      -   0.99998764  x   0.99991155  =   0.99989919
 BT2501
 BT2501:                Primary Azimuth Mark                     Grid Az
 BT2501:SPC AL E     -  34 13                                    024 31 03.7
 BT2501:UTM  16      -  34 13                                    023 54 35.5
 BT2501
 BT2501|---------------------------------------------------------------------|
 BT2501| PID    Reference Object                     Distance      Geod. Az  |
 BT2501|                                                           dddmmss.s |
 BT2501| BT2502 34 13                               APPROX. 0.6 KM 0244650.2 |
 BT2501|---------------------------------------------------------------------|
 BT2501
 BT2501                          SUPERSEDED SURVEY CONTROL
 BT2501
 BT2501  NGVD 29 (05/23/94)  105.5    (m)          346.     (f) GPS OBS        
 BT2501
 BT2501.Superseded values are not recommended for survey control.
 BT2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2501.See file dsdata.txt to determine how the superseded data were derived.
 BT2501
 BT2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5893073809(NAD 83)
 BT2501_MARKER: DD = SURVEY DISK
 BT2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2501_SP_SET: CONCRETE POST
 BT2501_STAMPING: 34-12 1993
 BT2501_MARK LOGO: ALHD  
 BT2501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2501+STABILITY: SURFACE MOTION
 BT2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2501+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2501
 BT2501  HISTORY     - Date     Condition        Report By
 BT2501  HISTORY     - 1993     MONUMENTED       ALHD
 BT2501
 BT2501                          STATION DESCRIPTION
 BT2501
 BT2501'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2501'THE STATION IS LOCATED IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF
 BT2501'HENRY COUNTY ROAD 9 ABOUT 2.65 MI (4.26 KM) NORTH OF HEADLAND AND
 BT2501'ABOUT 2.35 MI (3.78 KM) SOUTH OF NEWVILLE.
 BT2501'TO REACH THE STATION FROM THE JUNCTION OF ALA 134 AND U.S. 431
 BT2501'(MILEPOST 61.75 ON ALA 134 AND MILEPOST 25.8O ON U.S. 431) IN
 BT2501'HEADLAND, DRIVE NORTH ON U.S. 431 FOR 2.55 MI (4.10 KM) TO MILEPOST
 BT2501'28.35 AND HENRY COUNTY ROAD 9 LEFT.  TURN LEFT ON HENRY COUNTY ROAD 9
 BT2501'AND DRIVE SOUTHWEST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE
 BT2501'RIGHT.
 BT2501'THE STATION IS 2.9 FT (0.9 M) SOUTHEAST OF A FIVE STRAND BARBED WIRE
 BT2501'FENCE WITH ONE STRAND OF ELECTRIC WIRE ON OLD TREATED WOOD POSTS,
 BT2501'30.0 FT (9.1 M) NORTHWEST OF THE CENTERLINE OF HENRY COUNTY ROAD 9,
 BT2501'42.0 FT (12.8 M) NORTHEAST OF THE SOUTHEAST FENCE CORNER, 108.0 FT
 BT2501'(32.9 M) NORTH-NORTHEAST OF A BLOCK HEADWALL BUILT ON THE WEST END OF
 BT2501'A TWENTY FOUR-INCH DRAINAGE PIPE UNDER HENRY COUNTY ROAD 9, 2.8 FT
 BT2501'(0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2501'GROUND.
 BT2501'STATION 34-13 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2502 ***********************************************************************
 BT2502  DESIGNATION -  34 13
 BT2502  PID         -  BT2502
 BT2502  STATE/COUNTY-  AL/HENRY
 BT2502  USGS QUAD   -  NEWVILLE (1969)
 BT2502
 BT2502                         *CURRENT SURVEY CONTROL
 BT2502  ___________________________________________________________________
 BT2502* NAD 83(1992)-  31 23 34.45957(N)    085 19 33.15314(W)     ADJUSTED  
 BT2502* NAVD 88     -       112.9    (meters)     370.     (feet)  GPS OBS   
 BT2502  ___________________________________________________________________
 BT2502  X           -     444,071.074 (meters)                     COMP
 BT2502  Y           -  -5,431,377.033 (meters)                     COMP
 BT2502  Z           -   3,303,201.570 (meters)                     COMP
 BT2502  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 BT2502  ELLIP HEIGHT-          86.17  (meters)          (07/29/02) GPS OBS
 BT2502  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BT2502
 BT2502  HORZ ORDER  -  FIRST
 BT2502  ELLP ORDER  -  FOURTH    CLASS I
 BT2502
 BT2502.The horizontal coordinates were established by GPS observations
 BT2502.and adjusted by the National Geodetic Survey in March 1994..
 BT2502
 BT2502.The orthometric height was determined by GPS observations and a
 BT2502.high-resolution geoid model.
 BT2502
 BT2502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2502
 BT2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2502
 BT2502.The ellipsoidal height was determined by GPS observations
 BT2502.and is referenced to NAD 83.
 BT2502
 BT2502.The geoid height was determined by GEOID03.
 BT2502
 BT2502;                    North         East     Units Scale Factor Converg.
 BT2502;SPC AL E     -    99,102.509   248,262.864   MT  0.99998872   +0 15 51.6
 BT2502;UTM  16      - 3,474,358.600   659,173.433   MT  0.99991251   +0 52 20.1
 BT2502
 BT2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2502!SPC AL E     -   0.99998647  x   0.99998872  =   0.99997519
 BT2502!UTM  16      -   0.99998647  x   0.99991251  =   0.99989898
 BT2502
 BT2502:                Primary Azimuth Mark                     Grid Az
 BT2502:SPC AL E     -  34 12                                    204 31 03.6
 BT2502:UTM  16      -  34 12                                    203 54 35.1
 BT2502
 BT2502|---------------------------------------------------------------------|
 BT2502| PID    Reference Object                     Distance      Geod. Az  |
 BT2502|                                                           dddmmss.s |
 BT2502| BT2501 34 12                               APPROX. 0.6 KM 2044655.2 |
 BT2502|---------------------------------------------------------------------|
 BT2502
 BT2502                          SUPERSEDED SURVEY CONTROL
 BT2502
 BT2502  ELLIP H (03/24/94)   86.16   (m)                       GP(       ) 4 1
 BT2502  NGVD 29 (05/23/94)  113.0    (m)          371.     (f) GPS OBS        
 BT2502
 BT2502.Superseded values are not recommended for survey control.
 BT2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2502.See file dsdata.txt to determine how the superseded data were derived.
 BT2502
 BT2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5917374359(NAD 83)
 BT2502_MARKER: DD = SURVEY DISK
 BT2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2502_SP_SET: CONCRETE POST
 BT2502_STAMPING: 34-13 1993
 BT2502_MARK LOGO: ALHD  
 BT2502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2502+STABILITY: SURFACE MOTION
 BT2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2502+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2502
 BT2502  HISTORY     - Date     Condition        Report By
 BT2502  HISTORY     - 1993     MONUMENTED       ALHD
 BT2502
 BT2502                          STATION DESCRIPTION
 BT2502
 BT2502'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2502'THE STATION IS IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF THE SOUTH
 BT2502'BOUND LANES OF U.S. 431 ABOUT 3.05 MI (4.91 KM) NORTH OF HEADLAND AND
 BT2502'ABOUT 2.10 MI (3.38 KM) SOUTH OF NEWVILLE.
 BT2502'TO REACH THE STATION FROM THE JUNCTION OF ALA 134 AND U.S. 431
 BT2502'(MILEPOST 61.75 ON ALA 134 AND MILEPOST 25.80 ON U.S. 431) IN
 BT2502'HEADLAND, DRIVE NORTH ON U.S. 431 FOR 2.70 MI (4.35 KM) TO MILEPOST
 BT2502'28.50 AND THE STATION ON THE LEFT.
 BT2502'THE STATION IS 20.0 FT (6.1 M) WEST OF THE CENTER OF A WASH DOWN THE
 BT2502'WEST RIGHT OF WAY OF THE SOUTH BOUND LANES OF U.S. 431, 63.7 FT
 BT2502'(19.4 M) NORTHEAST OF A RIGHT OF WAY SIGN, 64.0 FT (19.5 M) NORTHEAST
 BT2502'OF A CONCRETE RIGHT OF WAY MARKER 662 + 55, 65.8 FT (20.1 M) WEST OF
 BT2502'THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 431, 1.6 FT (0.5 M)
 BT2502'EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2502'STATION 34-12 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2503 ***********************************************************************
 BT2503  DESIGNATION -  34 14
 BT2503  PID         -  BT2503
 BT2503  STATE/COUNTY-  AL/HENRY
 BT2503  USGS QUAD   -  HALEBURG (1979)
 BT2503
 BT2503                         *CURRENT SURVEY CONTROL
 BT2503  ___________________________________________________________________
 BT2503* NAD 83(1992)-  31 23 59.59075(N)    085 08 08.45857(W)     ADJUSTED  
 BT2503* NAVD 88     -       103.3    (meters)     339.     (feet)  GPS OBS   
 BT2503  ___________________________________________________________________
 BT2503  X           -     462,063.121 (meters)                     COMP
 BT2503  Y           -  -5,429,463.033 (meters)                     COMP
 BT2503  Z           -   3,303,857.238 (meters)                     COMP
 BT2503  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 BT2503  ELLIP HEIGHT-          76.52  (meters)          (07/29/02) GPS OBS
 BT2503  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT2503
 BT2503  HORZ ORDER  -  FIRST
 BT2503  ELLP ORDER  -  FOURTH    CLASS I
 BT2503
 BT2503.The horizontal coordinates were established by GPS observations
 BT2503.and adjusted by the National Geodetic Survey in March 1994..
 BT2503
 BT2503.The orthometric height was determined by GPS observations and a
 BT2503.high-resolution geoid model.
 BT2503
 BT2503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2503
 BT2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2503
 BT2503.The ellipsoidal height was determined by GPS observations
 BT2503.and is referenced to NAD 83.
 BT2503
 BT2503.The geoid height was determined by GEOID03.
 BT2503
 BT2503;                    North         East     Units Scale Factor Converg.
 BT2503;SPC AL E     -    99,975.617   266,347.029   MT  1.00001427   +0 21 48.6
 BT2503;UTM  16      - 3,475,423.499   677,246.385   MT  0.99998750   +0 58 17.7
 BT2503
 BT2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2503!SPC AL E     -   0.99998798  x   1.00001427  =   1.00000225
 BT2503!UTM  16      -   0.99998798  x   0.99998750  =   0.99997548
 BT2503
 BT2503:                Primary Azimuth Mark                     Grid Az
 BT2503:SPC AL E     -  34 15                                    344 18 28.7
 BT2503:UTM  16      -  34 15                                    343 41 59.6
 BT2503
 BT2503|---------------------------------------------------------------------|
 BT2503| PID    Reference Object                     Distance      Geod. Az  |
 BT2503|                                                           dddmmss.s |
 BT2503| BT2504 34 15                               447.578 METERS 3444017.3 |
 BT2503|---------------------------------------------------------------------|
 BT2503
 BT2503                          SUPERSEDED SURVEY CONTROL
 BT2503
 BT2503  ELLIP H (03/24/94)   76.53   (m)                       GP(       ) 4 1
 BT2503  NGVD 29 (05/23/94)  103.4    (m)          339.     (f) GPS OBS        
 BT2503
 BT2503.Superseded values are not recommended for survey control.
 BT2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2503.See file dsdata.txt to determine how the superseded data were derived.
 BT2503
 BT2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7724675423(NAD 83)
 BT2503_MARKER: DD = SURVEY DISK
 BT2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2503_SP_SET: CONCRETE POST
 BT2503_STAMPING: 34-14 1993
 BT2503_MARK LOGO: ALHD  
 BT2503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2503+STABILITY: SURFACE MOTION
 BT2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2503+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2503
 BT2503  HISTORY     - Date     Condition        Report By
 BT2503  HISTORY     - 1993     MONUMENTED       ALHD
 BT2503
 BT2503                          STATION DESCRIPTION
 BT2503
 BT2503'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2503'THE STATION IS ON THE WEST RIGHT OF WAY OF HENRY COUNTY ROAD 77 IN
 BT2503'HALEBURG.
 BT2503'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 (MILEPOST
 BT2503'230.10 ON ALA 10 AND MILEPOST 36.19 ON AL 95) IN ABBEVILLE, DRIVE
 BT2503'SOUTHEAST ON ALA 95 FOR 14.30 MI (23.01 KM) TO MILEPOST 21.90 AND
 BT2503'HENRY COUNTY ROAD 77 RIGHT.  TURN RIGHT ON HENRY COUNTY ROAD 77 AND
 BT2503'DRIVE SOUTH FOR 0.30 MI (0.48 KM) TO THE STATION ON THE RIGHT.
 BT2503'THE STATION IS 34.8 FT (10.6 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 BT2503'HENRY COUNTY ROAD 77, 137.0 FT (41.8 M) SOUTH-SOUTHEAST OF A POWER
 BT2503'POLE WITH ONE GUY WIRE, 183.2 FT (55.8 M) NORTH-NORTHWEST OF A
 BT2503'CONCRETE RIGHT OF WAY MARKER, 1.8 FT (0.5 M) EAST OF A CARSONITE
 BT2503'WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2503'STATION 34-15 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2504 ***********************************************************************
 BT2504  DESIGNATION -  34 15
 BT2504  PID         -  BT2504
 BT2504  STATE/COUNTY-  AL/HENRY
 BT2504  USGS QUAD   -  HALEBURG (1979)
 BT2504
 BT2504                         *CURRENT SURVEY CONTROL
 BT2504  ___________________________________________________________________
 BT2504* NAD 83(1992)-  31 24 13.60599(N)    085 08 12.93754(W)     ADJUSTED  
 BT2504* NAVD 88     -       104.1    (meters)     342.     (feet)  GPS OBS   
 BT2504  ___________________________________________________________________
 BT2504  X           -     461,926.212 (meters)                     COMP
 BT2504  Y           -  -5,429,249.627 (meters)                     COMP
 BT2504  Z           -   3,304,226.081 (meters)                     COMP
 BT2504  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 BT2504  ELLIP HEIGHT-          77.30  (meters)          (07/29/02) GPS OBS
 BT2504  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BT2504
 BT2504  HORZ ORDER  -  FIRST
 BT2504  ELLP ORDER  -  FOURTH    CLASS I
 BT2504
 BT2504.The horizontal coordinates were established by GPS observations
 BT2504.and adjusted by the National Geodetic Survey in March 1994..
 BT2504
 BT2504.The orthometric height was determined by GPS observations and a
 BT2504.high-resolution geoid model.
 BT2504
 BT2504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2504
 BT2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2504
 BT2504.The ellipsoidal height was determined by GPS observations
 BT2504.and is referenced to NAD 83.
 BT2504
 BT2504.The geoid height was determined by GEOID03.
 BT2504
 BT2504;                    North         East     Units Scale Factor Converg.
 BT2504;SPC AL E     -   100,406.520   266,225.973   MT  1.00001408   +0 21 46.4
 BT2504;UTM  16      - 3,475,853.081   677,120.765   MT  0.99998695   +0 58 15.7
 BT2504
 BT2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2504!SPC AL E     -   0.99998786  x   1.00001408  =   1.00000194
 BT2504!UTM  16      -   0.99998786  x   0.99998695  =   0.99997481
 BT2504
 BT2504:                Primary Azimuth Mark                     Grid Az
 BT2504:SPC AL E     -  34 14                                    164 18 28.5
 BT2504:UTM  16      -  34 14                                    163 41 59.2
 BT2504
 BT2504|---------------------------------------------------------------------|
 BT2504| PID    Reference Object                     Distance      Geod. Az  |
 BT2504|                                                           dddmmss.s |
 BT2504| BT2503 34 14                               447.578 METERS 1644014.9 |
 BT2504|---------------------------------------------------------------------|
 BT2504
 BT2504                          SUPERSEDED SURVEY CONTROL
 BT2504
 BT2504  ELLIP H (03/24/94)   77.31   (m)                       GP(       ) 4 1
 BT2504  NGVD 29 (05/23/94)  104.2    (m)          342.     (f) GPS OBS        
 BT2504
 BT2504.Superseded values are not recommended for survey control.
 BT2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2504.See file dsdata.txt to determine how the superseded data were derived.
 BT2504
 BT2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7712175853(NAD 83)
 BT2504_MARKER: DD = SURVEY DISK
 BT2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2504_SP_SET: CONCRETE POST
 BT2504_STAMPING: 34-15 1993
 BT2504_MARK LOGO: ALHD  
 BT2504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2504+STABILITY: SURFACE MOTION
 BT2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2504+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2504
 BT2504  HISTORY     - Date     Condition        Report By
 BT2504  HISTORY     - 1993     MONUMENTED       ALHD
 BT2504
 BT2504                          STATION DESCRIPTION
 BT2504
 BT2504'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2504'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF HENRY COUNTY ROAD
 BT2504'77 IN HALEBURG.
 BT2504'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 (MILEPOST
 BT2504'230.10 ON ALA 10 AND MILEPOST 36.19 ON ALA 95) IN ABBEVILLE, DRIVE
 BT2504'SOUTHEAST ON ALA 95 FOR 14.30 MI (23.01 KM) TO MILEPOST 21.90, HENRY
 BT2504'COUNTY ROAD 77 RIGHT, AND THE STATION ON THE RIGHT.
 BT2504'THE STATION IS 29.9 FT (9.1 M) NORTH OF A SACP 7670-A SIGN, 33.6 FT
 BT2504'(10.2 M) NORTH-NORTHWEST OF A HENRY COUNTY 77 SIGN, 33.7 FT (10.3 M)
 BT2504'WEST OF THE CENTERLINE OF HENRY COUNTY ROAD 77, 66.6 FT (20.3 M)
 BT2504'SOUTHWEST OF THE CENTERLINE OF ALA 95, 76.0 FT (23.2 M) SOUTHEAST OF
 BT2504'AN ANGLE POWER POLE WITH ONE GUY WIRE, 1.8 FT (0.5 M) EAST OF A
 BT2504'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2504'STATION 34-14 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2505 ***********************************************************************
 BT2505  DESIGNATION -  34 16
 BT2505  PID         -  BT2505
 BT2505  STATE/COUNTY-  AL/HENRY
 BT2505  USGS QUAD   -  NEWVILLE (1969)
 BT2505
 BT2505                         *CURRENT SURVEY CONTROL
 BT2505  ___________________________________________________________________
 BT2505* NAD 83(1992)-  31 28 38.35692(N)    085 19 32.66750(W)     ADJUSTED  
 BT2505* NAVD 88     -       124.9    (meters)     410.     (feet)  GPS OBS   
 BT2505  ___________________________________________________________________
 BT2505  X           -     443,686.915 (meters)                     COMP
 BT2505  Y           -  -5,426,521.121 (meters)                     COMP
 BT2505  Z           -   3,311,194.124 (meters)                     COMP
 BT2505  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BT2505  ELLIP HEIGHT-          98.40  (meters)          (07/29/02) GPS OBS
 BT2505  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BT2505
 BT2505  HORZ ORDER  -  FIRST
 BT2505  ELLP ORDER  -  FOURTH    CLASS I
 BT2505
 BT2505.The horizontal coordinates were established by GPS observations
 BT2505.and adjusted by the National Geodetic Survey in March 1994..
 BT2505
 BT2505.The orthometric height was determined by GPS observations and a
 BT2505.high-resolution geoid model.
 BT2505
 BT2505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2505
 BT2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2505
 BT2505.The ellipsoidal height was determined by GPS observations
 BT2505.and is referenced to NAD 83.
 BT2505
 BT2505.The geoid height was determined by GEOID03.
 BT2505
 BT2505;                    North         East     Units Scale Factor Converg.
 BT2505;SPC AL E     -   108,462.145   248,232.448   MT  0.99998868   +0 15 54.2
 BT2505;UTM  16      - 3,483,716.670   659,043.607   MT  0.99991199   +0 52 27.9
 BT2505
 BT2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2505!SPC AL E     -   0.99998455  x   0.99998868  =   0.99997323
 BT2505!UTM  16      -   0.99998455  x   0.99991199  =   0.99989654
 BT2505
 BT2505:                Primary Azimuth Mark                     Grid Az
 BT2505:SPC AL E     -  34 17                                    012 17 02.8
 BT2505:UTM  16      -  34 17                                    011 40 29.1
 BT2505
 BT2505|---------------------------------------------------------------------|
 BT2505| PID    Reference Object                     Distance      Geod. Az  |
 BT2505|                                                           dddmmss.s |
 BT2505| BT2506 34 17                               APPROX. 0.6 KM 0123257.0 |
 BT2505|---------------------------------------------------------------------|
 BT2505
 BT2505                          SUPERSEDED SURVEY CONTROL
 BT2505
 BT2505  ELLIP H (03/24/94)   98.39   (m)                       GP(       ) 4 1
 BT2505  NGVD 29 (05/23/94)  125.0    (m)          410.     (f) GPS OBS        
 BT2505
 BT2505.Superseded values are not recommended for survey control.
 BT2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2505.See file dsdata.txt to determine how the superseded data were derived.
 BT2505
 BT2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5904483717(NAD 83)
 BT2505_MARKER: DD = SURVEY DISK
 BT2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2505_SP_SET: CONCRETE POST
 BT2505_STAMPING: 34-16 1993
 BT2505_MARK LOGO: ALHD  
 BT2505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2505+STABILITY: SURFACE MOTION
 BT2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2505+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2505
 BT2505  HISTORY     - Date     Condition        Report By
 BT2505  HISTORY     - 1993     MONUMENTED       ALHD
 BT2505
 BT2505                          STATION DESCRIPTION
 BT2505
 BT2505'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2505'THE STATION IS IN HENRY COUNTY ON THE EAST RIGHT OF WAY OF ALA 173
 BT2505'ABOUT 7.90 MI (12.71 KM) SOUTHWEST OF ABBEVILLE AND ABOUT 4.20 MI
 BT2505'(6.76 KM) NORTH OF NEWVILLE.
 BT2505'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND U.S. 431
 BT2505'(MILEPOST 74.32 ON ALA 27 AND MILEPOST 42.78 ON U. S. 431) IN
 BT2505'ABBEVILLE, DRIVE WEST AND SOUTHWEST ON ALA 27 FOR 2.50 MI (4.02 KM)
 BT2505'TO MILEPOST 71.85 AND ALA 173 LEFT.  TURN LEFT ON ALA 173 AND DRIVE
 BT2505'SOUTH AND SOUTHWEST FOR 3.50 MI (5.63 KM) TO MILEPOST 11.00 AND THE
 BT2505'STATION ON THE LEFT.
 BT2505'THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH TWO
 BT2505'STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 12.4 FT (3.8 M) NORTH OF A
 BT2505'GRAPHIC SIGN POINTING SOUTH, 40.5 FT (12.3 M) NORTHEAST OF MILEPOST
 BT2505'11.00, 44.3 FT (13.5 M) EAST OF THE CENTERLINE OF ALA 173, 3.2 FT
 BT2505'(1.0 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2505'GROUND.
 BT2505'STATION 34-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2506 ***********************************************************************
 BT2506  DESIGNATION -  34 17
 BT2506  PID         -  BT2506
 BT2506  STATE/COUNTY-  AL/HENRY
 BT2506  USGS QUAD   -  NEWVILLE (1969)
 BT2506
 BT2506                         *CURRENT SURVEY CONTROL
 BT2506  ___________________________________________________________________
 BT2506* NAD 83(1992)-  31 28 56.29133(N)    085 19 28.00915(W)     ADJUSTED  
 BT2506* NAVD 88     -       126.4    (meters)     415.     (feet)  GPS OBS   
 BT2506  ___________________________________________________________________
 BT2506  X           -     443,786.058 (meters)                     COMP
 BT2506  Y           -  -5,426,224.849 (meters)                     COMP
 BT2506  Z           -   3,311,665.967 (meters)                     COMP
 BT2506  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 BT2506  ELLIP HEIGHT-          99.86  (meters)          (07/29/02) GPS OBS
 BT2506  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BT2506
 BT2506  HORZ ORDER  -  FIRST
 BT2506  ELLP ORDER  -  FOURTH    CLASS I
 BT2506
 BT2506.The horizontal coordinates were established by GPS observations
 BT2506.and adjusted by the National Geodetic Survey in March 1994..
 BT2506
 BT2506.The orthometric height was determined by GPS observations and a
 BT2506.high-resolution geoid model.
 BT2506
 BT2506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2506
 BT2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2506
 BT2506.The ellipsoidal height was determined by GPS observations
 BT2506.and is referenced to NAD 83.
 BT2506
 BT2506.The geoid height was determined by GEOID03.
 BT2506
 BT2506;                    North         East     Units Scale Factor Converg.
 BT2506;SPC AL E     -   109,015.072   248,352.845   MT  0.99998883   +0 15 56.7
 BT2506;UTM  16      - 3,484,270.803   659,158.107   MT  0.99991244   +0 52 30.8
 BT2506
 BT2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2506!SPC AL E     -   0.99998432  x   0.99998883  =   0.99997315
 BT2506!UTM  16      -   0.99998432  x   0.99991244  =   0.99989676
 BT2506
 BT2506:                Primary Azimuth Mark                     Grid Az
 BT2506:SPC AL E     -  34 16                                    192 17 02.8
 BT2506:UTM  16      -  34 16                                    191 40 28.7
 BT2506
 BT2506|---------------------------------------------------------------------|
 BT2506| PID    Reference Object                     Distance      Geod. Az  |
 BT2506|                                                           dddmmss.s |
 BT2506| BT2505 34 16                               APPROX. 0.6 KM 1923259.5 |
 BT2506|---------------------------------------------------------------------|
 BT2506
 BT2506                          SUPERSEDED SURVEY CONTROL
 BT2506
 BT2506  ELLIP H (03/24/94)   99.84   (m)                       GP(       ) 4 1
 BT2506  NGVD 29 (05/23/94)  126.5    (m)          415.     (f) GPS OBS        
 BT2506
 BT2506.Superseded values are not recommended for survey control.
 BT2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2506.See file dsdata.txt to determine how the superseded data were derived.
 BT2506
 BT2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5915884271(NAD 83)
 BT2506_MARKER: DD = SURVEY DISK
 BT2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2506_SP_SET: CONCRETE POST
 BT2506_STAMPING: 34-17 1993
 BT2506_MARK LOGO: ALHD  
 BT2506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2506+STABILITY: SURFACE MOTION
 BT2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2506+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2506
 BT2506  HISTORY     - Date     Condition        Report By
 BT2506  HISTORY     - 1993     MONUMENTED       ALHD
 BT2506
 BT2506                          STATION DESCRIPTION
 BT2506
 BT2506'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2506'THE STATION IS IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF ALA 173
 BT2506'ABOUT 7.60 MI (12.23 KM) SOUTHWEST OF ABBEVILLE AND ABOUT 3.80 MI
 BT2506'(6.12 KM) NORTH OF NEWVILLE.
 BT2506'TO REACH THE STATION FROM THE JUNCTION OF ALA 27 AND U.S. 431
 BT2506'(MILEPOST 74.32 ON ALA 27 AND MILEPOST 42.78 ON U.S. 431) IN
 BT2506'ABBEVILLE, DRIVE WEST AND SOUTHWEST ON ALA 27 FOR 2.50 MI (4.02 KM)
 BT2506'TO MILEPOST 71.85 AND ALA 173 LEFT.  TURN LEFT ON ALA 173 AND DRIVE
 BT2506'SOUTH AND SOUTHWEST FOR 3.15 MI (5.07 KM) TO MILEPOST 11.35 AND THE
 BT2506'STATION ON THE RIGHT.
 BT2506'THE STATION IS 28.2 FT (8.6 M) EAST-SOUTHEAST OF THE EAST TRACK OF A
 BT2506'RAILROAD TRACK RUNNING NORTH AND SOUTH, 33.2 FT (10.1 M)
 BT2506'EAST-SOUTHEAST OF THE WEST TRACK OF A RAILROAD TRACK RUNNING NORTH AND
 BT2506'SOUTH, 48.9 FT (14.9 M) WEST-NORTHWEST OF THE CENTERLINE OF ALA 173,
 BT2506'2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH
 BT2506'WITH THE GROUND.
 BT2506'STATION 34-16 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2507 ***********************************************************************
 BT2507  DESIGNATION -  34 18
 BT2507  PID         -  BT2507
 BT2507  STATE/COUNTY-  AL/HENRY
 BT2507  USGS QUAD   -  HALEBURG (1979)
 BT2507
 BT2507                         *CURRENT SURVEY CONTROL
 BT2507  ___________________________________________________________________
 BT2507* NAD 83(1992)-  31 29 57.93925(N)    085 12 41.39715(W)     ADJUSTED  
 BT2507* NAVD 88     -       119.3    (meters)     391.     (feet)  GPS OBS   
 BT2507  ___________________________________________________________________
 BT2507  X           -     454,398.666 (meters)                     COMP
 BT2507  Y           -  -5,424,345.110 (meters)                     COMP
 BT2507  Z           -   3,313,281.398 (meters)                     COMP
 BT2507  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 BT2507  ELLIP HEIGHT-          92.82  (meters)          (07/29/02) GPS OBS
 BT2507  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BT2507
 BT2507  HORZ ORDER  -  FIRST
 BT2507  ELLP ORDER  -  FOURTH    CLASS I
 BT2507
 BT2507.The horizontal coordinates were established by GPS observations
 BT2507.and adjusted by the National Geodetic Survey in March 1994..
 BT2507
 BT2507.The orthometric height was determined by GPS observations and a
 BT2507.high-resolution geoid model.
 BT2507
 BT2507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2507
 BT2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2507
 BT2507.The ellipsoidal height was determined by GPS observations
 BT2507.and is referenced to NAD 83.
 BT2507
 BT2507.The geoid height was determined by GEOID03.
 BT2507
 BT2507;                    North         East     Units Scale Factor Converg.
 BT2507;SPC AL E     -   110,969.073   259,074.213   MT  1.00000303   +0 19 29.7
 BT2507;UTM  16      - 3,486,338.638   669,857.417   MT  0.99995586   +0 56 04.9
 BT2507
 BT2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2507!SPC AL E     -   0.99998543  x   1.00000303  =   0.99998846
 BT2507!UTM  16      -   0.99998543  x   0.99995586  =   0.99994129
 BT2507
 BT2507:                Primary Azimuth Mark                     Grid Az
 BT2507:SPC AL E     -  34 19                                    126 02 36.2
 BT2507:UTM  16      -  34 19                                    125 26 01.0
 BT2507
 BT2507|---------------------------------------------------------------------|
 BT2507| PID    Reference Object                     Distance      Geod. Az  |
 BT2507|                                                           dddmmss.s |
 BT2507| BT2508 34 19                               401.875 METERS 1262205.9 |
 BT2507|---------------------------------------------------------------------|
 BT2507
 BT2507                          SUPERSEDED SURVEY CONTROL
 BT2507
 BT2507  ELLIP H (03/24/94)   92.81   (m)                       GP(       ) 4 1
 BT2507  NGVD 29 (05/23/94)  119.4    (m)          392.     (f) GPS OBS        
 BT2507
 BT2507.Superseded values are not recommended for survey control.
 BT2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2507.See file dsdata.txt to determine how the superseded data were derived.
 BT2507
 BT2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6985786339(NAD 83)
 BT2507_MARKER: DD = SURVEY DISK
 BT2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2507_SP_SET: CONCRETE POST
 BT2507_STAMPING: 34-18 1993
 BT2507_MARK LOGO: ALHD  
 BT2507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2507+STABILITY: SURFACE MOTION
 BT2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2507+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2507
 BT2507  HISTORY     - Date     Condition        Report By
 BT2507  HISTORY     - 1993     MONUMENTED       ALHD
 BT2507
 BT2507                          STATION DESCRIPTION
 BT2507
 BT2507'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2507'THE STATION IS IN HENRY COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 BT2507'COUNTY ROAD ABOUT 5.40 MI (8.69 KM) SOUTHEAST OF ABBEVILLE AND ABOUT
 BT2507'7.70 MI (12.39 KM) NORTHWEST OF HALEBURG.
 BT2507'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 (MILEPOST
 BT2507'230.10 ON ALA 10 AND MILEPOST 36.19 ON ALA 95) IN ABBEVILLE, DRIVE
 BT2507'SOUTHEAST ON ALA 95 FOR 5.15 MI (8.29 KM) TO MILEPOST 31.05 AND HENRY
 BT2507'COUNTY ROAD 57 LEFT AND RIGHT.  TURN RIGHT ON HENRY COUNTY ROAD 57
 BT2507'AND DRIVE SOUTHWEST FOR 1.90 MI (3.06 KM) TO A PAVED COUNTY ROAD
 BT2507'RIGHT AND A DIRT ROAD LEFT. TURN RIGHT ON THE PAVED COUNTY ROAD AND
 BT2507'DRIVE WEST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.
 BT2507'THE STATION IS 3.1 FT (0.9 M) SOUTH-SOUTHWEST OF A HOG WIRE FENCE WITH
 BT2507'THREE STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 38.3 FT (11.7 M)
 BT2507'NORTH-NORTHEAST OF THE CENTER OF A PAVED COUNTY ROAD, 64.7 FT
 BT2507'(19.7 M) EAST-SOUTHEAST OF AN OLD RAIN GUAGE ON TOP OF A FOUR BY
 BT2507'TWELVE-INCH FENCE POST, 2.9 FT (0.9 M) SOUTHWEST OF A CARSONITE
 BT2507'WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2507'STATION 34-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2508 ***********************************************************************
 BT2508  DESIGNATION -  34 19
 BT2508  PID         -  BT2508
 BT2508  STATE/COUNTY-  AL/HENRY
 BT2508  USGS QUAD   -  HALEBURG (1979)
 BT2508
 BT2508                         *CURRENT SURVEY CONTROL
 BT2508  ___________________________________________________________________
 BT2508* NAD 83(1992)-  31 29 50.20190(N)    085 12 29.13513(W)     ADJUSTED  
 BT2508* NAVD 88     -       119.6    (meters)     392.     (feet)  GPS OBS   
 BT2508  ___________________________________________________________________
 BT2508  X           -     454,731.551 (meters)                     COMP
 BT2508  Y           -  -5,424,442.376 (meters)                     COMP
 BT2508  Z           -   3,313,078.332 (meters)                     COMP
 BT2508  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BT2508  ELLIP HEIGHT-          93.07  (meters)          (07/29/02) GPS OBS
 BT2508  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BT2508
 BT2508  HORZ ORDER  -  FIRST
 BT2508  ELLP ORDER  -  FOURTH    CLASS I
 BT2508
 BT2508.The horizontal coordinates were established by GPS observations
 BT2508.and adjusted by the National Geodetic Survey in March 1994..
 BT2508
 BT2508.The orthometric height was determined by GPS observations and a
 BT2508.high-resolution geoid model.
 BT2508
 BT2508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2508
 BT2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2508
 BT2508.The ellipsoidal height was determined by GPS observations
 BT2508.and is referenced to NAD 83.
 BT2508
 BT2508.The geoid height was determined by GEOID03.
 BT2508
 BT2508;                    North         East     Units Scale Factor Converg.
 BT2508;SPC AL E     -   110,732.610   259,399.159   MT  1.00000350   +0 19 36.0
 BT2508;UTM  16      - 3,486,105.657   670,184.846   MT  0.99995723   +0 56 11.1
 BT2508
 BT2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2508!SPC AL E     -   0.99998539  x   1.00000350  =   0.99998889
 BT2508!UTM  16      -   0.99998539  x   0.99995723  =   0.99994262
 BT2508
 BT2508:                Primary Azimuth Mark                     Grid Az
 BT2508:SPC AL E     -  34 18                                    306 02 36.4
 BT2508:UTM  16      -  34 18                                    305 26 01.3
 BT2508
 BT2508|---------------------------------------------------------------------|
 BT2508| PID    Reference Object                     Distance      Geod. Az  |
 BT2508|                                                           dddmmss.s |
 BT2508| BT2507 34 18                               401.875 METERS 3062212.4 |
 BT2508|---------------------------------------------------------------------|
 BT2508
 BT2508                          SUPERSEDED SURVEY CONTROL
 BT2508
 BT2508  ELLIP H (03/24/94)   93.06   (m)                       GP(       ) 4 1
 BT2508  NGVD 29 (05/23/94)  119.7    (m)          393.     (f) GPS OBS        
 BT2508
 BT2508.Superseded values are not recommended for survey control.
 BT2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2508.See file dsdata.txt to determine how the superseded data were derived.
 BT2508
 BT2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7018586106(NAD 83)
 BT2508_MARKER: DD = SURVEY DISK
 BT2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2508_SP_SET: CONCRETE POST
 BT2508_STAMPING: 34-19 1993
 BT2508_MARK LOGO: ALHD  
 BT2508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2508+STABILITY: SURFACE MOTION
 BT2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2508+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2508
 BT2508  HISTORY     - Date     Condition        Report By
 BT2508  HISTORY     - 1993     MONUMENTED       ALHD
 BT2508
 BT2508                          STATION DESCRIPTION
 BT2508
 BT2508'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2508'THE STATION IS IN HENRY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF HENRY
 BT2508'COUNTY ROAD 57 ABOUT 5.70 MI (9.17 KM) SOUTHEAST OF ABBEVILLE AND
 BT2508'ABOUT 7.40 MI (11.91 KM) NORTHWEST OF HALEBURG.
 BT2508'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 (MILEPOST
 BT2508'230.10 ON ALA 10 AND MILEPOST 36.19 ON ALA 95) IN ABBEVILLE, DRIVE
 BT2508'SOUTHEAST ON ALA 95 FOR 5.15 MI (8.29 KM) TO MILEPOST 31.05 AND HENRY
 BT2508'COUNTY ROAD 57 LEFT AND RIGHT.  TURN RIGHT ON HENRY COUNTY ROAD 57
 BT2508'AND DRIVE SOUTHWEST FOR 1.95 MI (3.14 KM) TO THE STATION ON THE LEFT
 BT2508'AT A CEMETERY.
 BT2508'THE STATION IS 38.0 FT (11.6 M) SOUTHWEST OF A CONCRETE RIGHT OF WAY
 BT2508'MARKER, 42.0 FT (12.8 M) NORTHWEST OF THE NORTHEAST CORNER OF A
 BT2508'CONCRETE BARRIER AROUND THE SCOTT FAMILY GRAVES, 44.5 FT (13.6 M)
 BT2508'SOUTHEAST OF THE CENTERLINE OF HENRY COUNTY ROAD 57, 45.5 FT (13.9 M)
 BT2508'NORTH-NORTHWEST OF THE NORTH END OF A JOHNSON HEADSTONE (MADIE SCOTT
 BT2508'AND BUDDY), 93.4 FT (28.5 M) NORTHEAST OF THE MIDDLE OF A BLOCK
 BT2508'HEADWALL ON THE EAST END OF A FIFTEEN-INCH DRAINAGE PIPE UNDER A
 BT2508'DRIVEWAY LEADING INTO A CEMETERY, 1.8 FT (0.5 M) NORTHWEST OF A
 BT2508'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2508'STATION 34-18 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2379 ***********************************************************************
 BT2379  DESIGNATION -  34 2
 BT2379  PID         -  BT2379
 BT2379  STATE/COUNTY-  AL/HENRY
 BT2379  USGS QUAD   -  FORT GAINES (1969)
 BT2379
 BT2379                         *CURRENT SURVEY CONTROL
 BT2379  ___________________________________________________________________
 BT2379* NAD 83(1992)-  31 30 23.96086(N)    085 04 22.83446(W)     ADJUSTED  
 BT2379* NAVD 88     -        66.1    (meters)     217.     (feet)  GPS OBS   
 BT2379  ___________________________________________________________________
 BT2379  X           -     467,468.638 (meters)                     COMP
 BT2379  Y           -  -5,422,768.395 (meters)                     COMP
 BT2379  Z           -   3,313,936.871 (meters)                     COMP
 BT2379  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BT2379  ELLIP HEIGHT-          39.50  (meters)          (07/29/02) GPS OBS
 BT2379  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BT2379
 BT2379  HORZ ORDER  -  FIRST
 BT2379  ELLP ORDER  -  FOURTH    CLASS I
 BT2379
 BT2379.The horizontal coordinates were established by GPS observations
 BT2379.and adjusted by the National Geodetic Survey in December 1992..
 BT2379
 BT2379.The orthometric height was determined by GPS observations and a
 BT2379.high-resolution geoid model.
 BT2379
 BT2379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2379
 BT2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2379
 BT2379.The ellipsoidal height was determined by GPS observations
 BT2379.and is referenced to NAD 83.
 BT2379
 BT2379.The geoid height was determined by GEOID03.
 BT2379
 BT2379;                    North         East     Units Scale Factor Converg.
 BT2379;SPC AL E     -   111,853.445   272,225.485   MT  1.00002432   +0 23 50.5
 BT2379;UTM  16      - 3,487,362.913   682,998.147   MT  1.00001305   +1 00 26.4
 BT2379
 BT2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2379!SPC AL E     -   0.99999380  x   1.00002432  =   1.00001812
 BT2379!UTM  16      -   0.99999380  x   1.00001305  =   1.00000685
 BT2379
 BT2379                          SUPERSEDED SURVEY CONTROL
 BT2379
 BT2379  ELLIP H (12/04/92)   39.46   (m)                       GP(       ) 4 1
 BT2379  NAD 83(1986)-  31 30 23.96677(N)    085 04 22.83240(W) AD(       ) 1
 BT2379  NGVD 29 (12/04/92)   66.2    (m)          217.     (f) GPS OBS        
 BT2379
 BT2379.Superseded values are not recommended for survey control.
 BT2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2379.See file dsdata.txt to determine how the superseded data were derived.
 BT2379
 BT2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV8299887363(NAD 83)
 BT2379_MARKER: DD = SURVEY DISK
 BT2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2379_SP_SET: CONCRETE POST
 BT2379_STAMPING: 34-2 1991
 BT2379_MARK LOGO: ALHD  
 BT2379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2379+STABILITY: SURFACE MOTION
 BT2379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2379+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2379
 BT2379  HISTORY     - Date     Condition        Report By
 BT2379  HISTORY     - 1991     MONUMENTED       ALHD
 BT2379
 BT2379                          STATION DESCRIPTION
 BT2379
 BT2379'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2379'THE STATION IS LOCATED IN HENRY COUNTY ON THE EAST RIGHT OF WAY OF
 BT2379'HENRY COUNTY ROAD NO. 97, ABOUT 7.85 MI (12.63 KM) NORTHEAST OF
 BT2379'HALEBURG AND ABOUT 11.20 MI (18.02 KM) EAST-SOUTHEAST OF ABBEVILLE.
 BT2379'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 10 (MILE
 BT2379'POST 227.90 ON ALA 10 AND MILE POST 45.40 ON U.S. 431) IN ABBEVILLE,
 BT2379'DRIVE EAST ON ALA 10 FOR 11.40 MI (18.35 KM) TO MILE POST 239.30 AND
 BT2379'HENRY COUNTY ROAD NO. 97 ON THE RIGHT IN SHORTERVILLE, TURN RIGHT ON
 BT2379'HENRY COUNTY ROAD NO. 97 AND DRIVE SOUTHEAST AND SOUTH FOR 5.25 MI
 BT2379'(8.45 KM) TO THE STATION ON THE LEFT.
 BT2379'THE STATION IS 30.2 FT (9.2 M) EAST-NORTHEAST OF THE CENTERLINE OF
 BT2379'HENRY COUNTY ROAD NO. 97, 67.0 FT (20.4 M) EAST OF AN EIGHT-INCH
 BT2379'FENCE CORNER POST ACROSS HENRY COUNTY ROAD NO. 97, 93.5 FT (28.5 M)
 BT2379'EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. P 138 ACROSS HENRY
 BT2379'COUNTY ROAD NO. 97, 94.5 FT (28.8 M) EAST-NORTHEAST OF A TRANSFORMER
 BT2379'POWER POLE ACROSS HENRY COUNTY ROAD NO. 97, 2.3 FT (0.7 M) WEST OF A
 BT2379'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2379'STATION 34-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2379'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 BT2379'MR. OR MRS. F. N. NORRIS
 BT2379'ROUTE 1, BOX 38,
 BT2379'SHORTERVILLE, ALABAMA 36373
 BT2379'PHONE 205-585-3403.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2509 ***********************************************************************
 BT2509  DESIGNATION -  34 20
 BT2509  PID         -  BT2509
 BT2509  STATE/COUNTY-  AL/HENRY
 BT2509  USGS QUAD   -  HALEBURG (1979)
 BT2509
 BT2509                         *CURRENT SURVEY CONTROL
 BT2509  ___________________________________________________________________
 BT2509* NAD 83(1992)-  31 28 28.34662(N)    085 08 08.51037(W)     ADJUSTED  
 BT2509* NAVD 88     -        73.8    (meters)     242.     (feet)  GPS OBS   
 BT2509  ___________________________________________________________________
 BT2509  X           -     461,693.547 (meters)                     COMP
 BT2509  Y           -  -5,425,136.482 (meters)                     COMP
 BT2509  Z           -   3,310,904.426 (meters)                     COMP
 BT2509  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BT2509  ELLIP HEIGHT-          47.17  (meters)          (07/29/02) GPS OBS
 BT2509  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BT2509
 BT2509  HORZ ORDER  -  FIRST
 BT2509  ELLP ORDER  -  FOURTH    CLASS I
 BT2509
 BT2509.The horizontal coordinates were established by GPS observations
 BT2509.and adjusted by the National Geodetic Survey in March 1994..
 BT2509
 BT2509.The orthometric height was determined by GPS observations and a
 BT2509.high-resolution geoid model.
 BT2509
 BT2509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2509
 BT2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2509
 BT2509.The ellipsoidal height was determined by GPS observations
 BT2509.and is referenced to NAD 83.
 BT2509
 BT2509.The geoid height was determined by GEOID03.
 BT2509
 BT2509;                    North         East     Units Scale Factor Converg.
 BT2509;SPC AL E     -   108,253.017   266,293.092   MT  1.00001418   +0 21 51.3
 BT2509;UTM  16      - 3,483,699.635   677,104.514   MT  0.99998688   +0 58 25.1
 BT2509
 BT2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2509!SPC AL E     -   0.99999259  x   1.00001418  =   1.00000677
 BT2509!UTM  16      -   0.99999259  x   0.99998688  =   0.99997947
 BT2509
 BT2509:                Primary Azimuth Mark                     Grid Az
 BT2509:SPC AL E     -  34 21                                    123 26 03.5
 BT2509:UTM  16      -  34 21                                    122 49 29.7
 BT2509
 BT2509|---------------------------------------------------------------------|
 BT2509| PID    Reference Object                     Distance      Geod. Az  |
 BT2509|                                                           dddmmss.s |
 BT2509| BT2510 34 21                               439.287 METERS 1234754.8 |
 BT2509|---------------------------------------------------------------------|
 BT2509
 BT2509                          SUPERSEDED SURVEY CONTROL
 BT2509
 BT2509  NGVD 29 (05/23/94)   73.9    (m)          242.     (f) GPS OBS        
 BT2509
 BT2509.Superseded values are not recommended for survey control.
 BT2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2509.See file dsdata.txt to determine how the superseded data were derived.
 BT2509
 BT2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7710583700(NAD 83)
 BT2509_MARKER: DD = SURVEY DISK
 BT2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2509_SP_SET: CONCRETE POST
 BT2509_STAMPING: 34-20 1993
 BT2509_MARK LOGO: ALHD  
 BT2509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2509+STABILITY: SURFACE MOTION
 BT2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2509+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2509
 BT2509  HISTORY     - Date     Condition        Report By
 BT2509  HISTORY     - 1993     MONUMENTED       ALHD
 BT2509
 BT2509                          STATION DESCRIPTION
 BT2509
 BT2509'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2509'THE STATION IS IN HENRY COUNTY ON THE SOUTHWEST RIGHT OF WAY OF HENRY
 BT2509'COUNTY ROAD 28 ABOUT 9.40 MI (15.13 KM) SOUTHEAST OF ABBEVILLE AND
 BT2509'ABOUT 4.60 MI (7.40 KM) NORTH OF HALEBURG.
 BT2509'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 (MILEPOST
 BT2509'230.10 ON ALA 10 AND MILEPOST 36.19 ON ALA 95) IN ABBEVILLE, DRIVE
 BT2509'SOUTHEAST ON ALA 95 FOR 8.25 MI (13.28 KM) TO MILEPOST 27.95 AND
 BT2509'HENRY COUNTY ROAD 28 LEFT.  TURN LEFT ON HENRY COUNTY ROAD 28 AND
 BT2509'DRIVE SOUTHEAST FOR 1.85 MI (2.98 KM) TO THE STATION ON THE RIGHT.
 BT2509'THE STATION IS 3.1 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE
 BT2509'FENCE ON TREATED WOOD POSTS, 31.6 FT (9.6 M) SOUTHWEST OF THE
 BT2509'CENTERLINE OF HENRY COUNTY ROAD 28, 92.3 FT (28.1 M) WEST-SOUTHWEST
 BT2509'OF AN UNDERGROUND CABLE SIGN ACROSS THE ROAD, 121.3 FT (37.0 M) WEST
 BT2509'OF A FIFTEEN-INCH METAL TELEPHONE CABLE CANISTER ON A TEN-INCH POST,
 BT2509'3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 BT2509'THE GROUND.
 BT2509'STATION 34-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2510 ***********************************************************************
 BT2510  DESIGNATION -  34 21
 BT2510  PID         -  BT2510
 BT2510  STATE/COUNTY-  AL/HENRY
 BT2510  USGS QUAD   -  HALEBURG (1979)
 BT2510
 BT2510                         *CURRENT SURVEY CONTROL
 BT2510  ___________________________________________________________________
 BT2510* NAD 83(1992)-  31 28 20.41234(N)    085 07 54.68143(W)     ADJUSTED  
 BT2510* NAVD 88     -        77.2    (meters)     253.     (feet)  GPS OBS   
 BT2510  ___________________________________________________________________
 BT2510  X           -     462,068.348 (meters)                     COMP
 BT2510  Y           -  -5,425,235.567 (meters)                     COMP
 BT2510  Z           -   3,310,697.801 (meters)                     COMP
 BT2510  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 BT2510  ELLIP HEIGHT-          50.61  (meters)          (07/29/02) GPS OBS
 BT2510  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BT2510
 BT2510  HORZ ORDER  -  FIRST
 BT2510  ELLP ORDER  -  FOURTH    CLASS I
 BT2510
 BT2510.The horizontal coordinates were established by GPS observations
 BT2510.and adjusted by the National Geodetic Survey in March 1994..
 BT2510
 BT2510.The orthometric height was determined by GPS observations and a
 BT2510.high-resolution geoid model.
 BT2510
 BT2510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2510
 BT2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2510
 BT2510.The ellipsoidal height was determined by GPS observations
 BT2510.and is referenced to NAD 83.
 BT2510
 BT2510.The geoid height was determined by GEOID03.
 BT2510
 BT2510;                    North         East     Units Scale Factor Converg.
 BT2510;SPC AL E     -   108,010.974   266,659.690   MT  1.00001478   +0 21 58.5
 BT2510;UTM  16      - 3,483,461.512   677,473.656   MT  0.99998849   +0 58 32.1
 BT2510
 BT2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2510!SPC AL E     -   0.99999205  x   1.00001478  =   1.00000683
 BT2510!UTM  16      -   0.99999205  x   0.99998849  =   0.99998054
 BT2510
 BT2510:                Primary Azimuth Mark                     Grid Az
 BT2510:SPC AL E     -  34 20                                    303 26 03.6
 BT2510:UTM  16      -  34 20                                    302 49 30.0
 BT2510
 BT2510|---------------------------------------------------------------------|
 BT2510| PID    Reference Object                     Distance      Geod. Az  |
 BT2510|                                                           dddmmss.s |
 BT2510| BT2509 34 20                               439.287 METERS 3034802.1 |
 BT2510|---------------------------------------------------------------------|
 BT2510
 BT2510                          SUPERSEDED SURVEY CONTROL
 BT2510
 BT2510  ELLIP H (03/24/94)   50.60   (m)                       GP(       ) 4 1
 BT2510  NGVD 29 (05/23/94)   77.3    (m)          254.     (f) GPS OBS        
 BT2510
 BT2510.Superseded values are not recommended for survey control.
 BT2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2510.See file dsdata.txt to determine how the superseded data were derived.
 BT2510
 BT2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7747483462(NAD 83)
 BT2510_MARKER: DD = SURVEY DISK
 BT2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2510_SP_SET: CONCRETE POST
 BT2510_STAMPING: 34-21 1993
 BT2510_MARK LOGO: ALHD  
 BT2510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2510+STABILITY: SURFACE MOTION
 BT2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2510+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2510
 BT2510  HISTORY     - Date     Condition        Report By
 BT2510  HISTORY     - 1993     MONUMENTED       ALHD
 BT2510
 BT2510                          STATION DESCRIPTION
 BT2510
 BT2510'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2510'THE STATION IS IN HENRY COUNTY ON THE SOUTHWEST RIGHT OF WAY OF HENRY
 BT2510'COUNTY ROAD 28 ABOUT 9.70 MI (15.61 KM) SOUTHEAST OF ABBEVILLE AND
 BT2510'ABOUT 4.45 MI (7.16 KM) NORTH OF HALEBURG.
 BT2510'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 (MILEPOST
 BT2510'230.10 ON ALA 10 AND MILEPOST 36.19 ON ALA 95) IN ABBEVILLE, DRIVE
 BT2510'SOUTHEAST ON ALA 95 FOR 8.25 MI (13.28 KM) TO MILEPOST 27.95 AND
 BT2510'HENRY COUNTY ROAD 28 LEFT.  TURN LEFT ON HENRY COUNTY ROAD 28 AND
 BT2510'DRIVE SOUTHEAST FOR 2.15 MI (3.46 KM) TO THE STATION ON THE RIGHT.
 BT2510'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE
 BT2510'FENCE ON TREATED WOOD POSTS, 38.0 FT (11.6 M) SOUTHWEST OF THE
 BT2510'CENTERLINE OF HENRY COUNTY ROAD 28, 73.5 FT (22.4 M) SOUTHWEST OF
 BT2510'TELEPHONE CABLE PEDESTAL 180, 74.1 FT (22.6 M) SOUTHWEST OF AN
 BT2510'UNDERGROUND CABLE SIGN, 110.3 FT (33.6 M) WEST-SOUTHWEST OF A POWER
 BT2510'POLE, 74.5 FT (22.7 M) SOUTHEAST OF THE EAST END OF A RED, METAL,
 BT2510'DOUBLE GATE, 2.9 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST AND
 BT2510'SET FLUSH WITH THE GROUND.
 BT2510'STATION 34-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2511 ***********************************************************************
 BT2511  DESIGNATION -  34 22
 BT2511  PID         -  BT2511
 BT2511  STATE/COUNTY-  AL/HENRY
 BT2511  USGS QUAD   -  ABBEVILLE WEST (1981)
 BT2511
 BT2511                         *CURRENT SURVEY CONTROL
 BT2511  ___________________________________________________________________
 BT2511* NAD 83(1992)-  31 33 42.87528(N)    085 19 48.17619(W)     ADJUSTED  
 BT2511* NAVD 88     -       135.2    (meters)     444.     (feet)  GPS OBS   
 BT2511  ___________________________________________________________________
 BT2511  X           -     442,880.417 (meters)                     COMP
 BT2511  Y           -  -5,421,676.248 (meters)                     COMP
 BT2511  Z           -   3,319,194.963 (meters)                     COMP
 BT2511  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 BT2511  ELLIP HEIGHT-         108.82  (meters)          (07/29/02) GPS OBS
 BT2511  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BT2511
 BT2511  HORZ ORDER  -  FIRST
 BT2511  ELLP ORDER  -  FOURTH    CLASS I
 BT2511
 BT2511.The horizontal coordinates were established by GPS observations
 BT2511.and adjusted by the National Geodetic Survey in March 1994..
 BT2511
 BT2511.The orthometric height was determined by GPS observations and a
 BT2511.high-resolution geoid model.
 BT2511
 BT2511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2511
 BT2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2511
 BT2511.The ellipsoidal height was determined by GPS observations
 BT2511.and is referenced to NAD 83.
 BT2511
 BT2511.The geoid height was determined by GEOID03.
 BT2511
 BT2511;                    North         East     Units Scale Factor Converg.
 BT2511;SPC AL E     -   117,839.083   247,780.021   MT  0.99998815   +0 15 48.4
 BT2511;UTM  16      - 3,493,087.532   658,491.402   MT  0.99990982   +0 52 27.4
 BT2511
 BT2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2511!SPC AL E     -   0.99998291  x   0.99998815  =   0.99997106
 BT2511!UTM  16      -   0.99998291  x   0.99990982  =   0.99989273
 BT2511
 BT2511:                Primary Azimuth Mark                     Grid Az
 BT2511:SPC AL E     -  34 23                                    090 48 16.8
 BT2511:UTM  16      -  34 23                                    090 11 37.8
 BT2511
 BT2511|---------------------------------------------------------------------|
 BT2511| PID    Reference Object                     Distance      Geod. Az  |
 BT2511|                                                           dddmmss.s |
 BT2511| BT2512 34 23                               429.654 METERS 0910405.2 |
 BT2511|---------------------------------------------------------------------|
 BT2511
 BT2511                          SUPERSEDED SURVEY CONTROL
 BT2511
 BT2511  ELLIP H (03/24/94)  108.80   (m)                       GP(       ) 4 1
 BT2511  NGVD 29 (05/23/94)  135.2    (m)          444.     (f) GPS OBS        
 BT2511
 BT2511.Superseded values are not recommended for survey control.
 BT2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2511.See file dsdata.txt to determine how the superseded data were derived.
 BT2511
 BT2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5849193088(NAD 83)
 BT2511_MARKER: DD = SURVEY DISK
 BT2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2511_SP_SET: CONCRETE POST
 BT2511_STAMPING: 34-22 1993
 BT2511_MARK LOGO: ALHD  
 BT2511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2511+STABILITY: SURFACE MOTION
 BT2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2511+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2511
 BT2511  HISTORY     - Date     Condition        Report By
 BT2511  HISTORY     - 1993     MONUMENTED       ALHD
 BT2511
 BT2511                          STATION DESCRIPTION
 BT2511
 BT2511'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2511'THE STATION IS IN HENRY COUNTY ON THE SOUTH RIGHT OF WAY OF HENRY
 BT2511'COUNTY ROAD 40 ABOUT 4.80 MI (7.72 KM) WEST OF ABBEVILLE AND ABOUT
 BT2511'5.50 MI (8.85 KM) NORTH OF NEWVILLE.
 BT2511'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 10
 BT2511'(MILEPOST 45.42 ON U.S. 431 AND MILEPOST 227.89 ON ALA 10) IN
 BT2511'ABBEVILLE, DRIVE WEST ON ALA 10 FOR 2.15 MI (3.46 KM) TO MILEPOST
 BT2511'225.75 AND HENRY COUNTY ROAD 25 LEFT.  TURN LEFT ON HENRY COUNTY ROAD
 BT2511'25 AND DRIVE SOUTNWEST FOR 0.25 MI (0.40 KM) TO A PAVED CROSSROADS.
 BT2511'CONTINUE SOUTHWEST ON HENRY COUNTY ROAD 25 FOR 1.95 MI (3.14 KM) TO A
 BT2511'CROSSROADS WITH HENRY COUNTY ROAD 40 LEFT AND RIGHT AND A DIRT ROAD
 BT2511'STRAIGHT AHEAD.  TURN RIGHT ON HENRY COUNTY ROAD 40 AND DRIVE WEST
 BT2511'FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT.
 BT2511'THE STATION IS 3.0 FT (0.9 M) NORTH OF A HOG WIRE FENCE WITH TWO
 BT2511'STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS, 38.3 FT (11.7 M)
 BT2511'SOUTH OF THE CENTERLINE OF HENRY COUNTY ROAD 40, 82.2 FT (25.1 M)
 BT2511'WEST-NORTHWEST OF A POWER POLE, 2.8 FT (0.9 M) NORTH OF A CARSONITE
 BT2511'WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2511'STATION 34-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2512 ***********************************************************************
 BT2512  DESIGNATION -  34 23
 BT2512  PID         -  BT2512
 BT2512  STATE/COUNTY-  AL/HENRY
 BT2512  USGS QUAD   -  ABBEVILLE WEST (1981)
 BT2512
 BT2512                         *CURRENT SURVEY CONTROL
 BT2512  ___________________________________________________________________
 BT2512* NAD 83(1992)-  31 33 42.61495(N)    085 19 31.88705(W)     ADJUSTED  
 BT2512* NAVD 88     -       136.9    (meters)     449.     (feet)  GPS OBS   
 BT2512  ___________________________________________________________________
 BT2512  X           -     443,309.039 (meters)                     COMP
 BT2512  Y           -  -5,421,646.925 (meters)                     COMP
 BT2512  Z           -   3,319,189.047 (meters)                     COMP
 BT2512  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BT2512  ELLIP HEIGHT-         110.57  (meters)          (07/29/02) GPS OBS
 BT2512  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BT2512
 BT2512  HORZ ORDER  -  FIRST
 BT2512  ELLP ORDER  -  FOURTH    CLASS I
 BT2512
 BT2512.The horizontal coordinates were established by GPS observations
 BT2512.and adjusted by the National Geodetic Survey in March 1994..
 BT2512
 BT2512.The orthometric height was determined by GPS observations and a
 BT2512.high-resolution geoid model.
 BT2512
 BT2512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2512
 BT2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2512
 BT2512.The ellipsoidal height was determined by GPS observations
 BT2512.and is referenced to NAD 83.
 BT2512
 BT2512.The geoid height was determined by GEOID03.
 BT2512
 BT2512;                    North         East     Units Scale Factor Converg.
 BT2512;SPC AL E     -   117,833.049   248,209.628   MT  0.99998865   +0 15 56.9
 BT2512;UTM  16      - 3,493,086.079   658,921.016   MT  0.99991150   +0 52 35.9
 BT2512
 BT2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2512!SPC AL E     -   0.99998264  x   0.99998865  =   0.99997129
 BT2512!UTM  16      -   0.99998264  x   0.99991150  =   0.99989414
 BT2512
 BT2512:                Primary Azimuth Mark                     Grid Az
 BT2512:SPC AL E     -  34 22                                    270 48 16.9
 BT2512:UTM  16      -  34 22                                    270 11 37.9
 BT2512
 BT2512|---------------------------------------------------------------------|
 BT2512| PID    Reference Object                     Distance      Geod. Az  |
 BT2512|                                                           dddmmss.s |
 BT2512| BT2511 34 22                               429.654 METERS 2710413.8 |
 BT2512|---------------------------------------------------------------------|
 BT2512
 BT2512                          SUPERSEDED SURVEY CONTROL
 BT2512
 BT2512  ELLIP H (03/24/94)  110.55   (m)                       GP(       ) 4 1
 BT2512  NGVD 29 (05/23/94)  137.0    (m)          449.     (f) GPS OBS        
 BT2512
 BT2512.Superseded values are not recommended for survey control.
 BT2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2512.See file dsdata.txt to determine how the superseded data were derived.
 BT2512
 BT2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5892193086(NAD 83)
 BT2512_MARKER: DD = SURVEY DISK
 BT2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2512_SP_SET: CONCRETE POST
 BT2512_STAMPING: 34-23 1993
 BT2512_MARK LOGO: ALHD  
 BT2512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2512+STABILITY: SURFACE MOTION
 BT2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2512+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2512
 BT2512  HISTORY     - Date     Condition        Report By
 BT2512  HISTORY     - 1993     MONUMENTED       ALHD
 BT2512
 BT2512                          STATION DESCRIPTION
 BT2512
 BT2512'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2512'THE STATION IS ON THE WEST RIGHT OF WAY OF HENRY COUNTY ROAD 25 ABOUT
 BT2512'4.60 MI (7.40 KM) WEST OF ABBEVILLE AND ABOUT 5.60 MI (9.01 KM) NORTH
 BT2512'OF NEWVILLE.
 BT2512'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 10
 BT2512'(MILEPOST 45.42 ON U.S. 431 AND MILEPOST 227.89 ON ALA 10) IN
 BT2512'ABBEVILLE, DRIVE WEST ON ALA 10 FOR 2.15 MI (3.46 KM) TO MILEPOST
 BT2512'225.75 AND HENRY COUNTY ROAD 25 LEFT.  TURN LEFT ON HENRY COUNTY ROAD
 BT2512'25 AND DRIVE SOUTHWEST FOR 0.25 MI (0.40 KM) TO A PAVED CROSSROADS.
 BT2512'CONTINUE SOUTHWEST ON HENRY COUNTY ROAD 25 FOR 1.90 MI (3.06 KM) TO
 BT2512'THE STATION ON THE RIGHT AT A CEMETERY.
 BT2512'THE STATION IS 3.1 FT (0.9 M) EAST OF A FOUR FOOT CHAIN LINK FENCE
 BT2512'AROUND A CEMETERY, 36.7 FT (11.2 M) WEST OF THE CENTERLINE OF HENRY
 BT2512'COUNTY ROAD 25, 75.1 FT (22.9 M) NORTHWEST OF A KEEP OUR COMMUNITY
 BT2512'CLEAN SIGN, 101.4 FT (30.9 M) SOUTH-SOUTHWEST OF THE TOP OF A
 BT2512'FIFTEEN-INCH CONCRETE DRAINAGE PIPE UNDER A DRIVEWAY LEADING INTO THE
 BT2512'CEMETERY, 119.7 FT (36.5 M) SOUTH OF THE CENTER OF A FOUR FOOT CHAIN
 BT2512'LINK VEHICLE GATE LEADING INTO THE CEMETERY, 129.3 FT (39.4 M)
 BT2512'SOUTH-SOUTHWEST OF THE TOP OF THE NORTH END OF A FIFTEEN-INCH CONCRETE
 BT2512'DRAINAGE PIPE UNDER A DRIVEWAY LEADING INTO THE CEMETERY, 130.2 FT
 BT2512'(39.7 M) NORTH OF THE SOUTHEAST CORNER OF A CHAIN LINK FENCE AROUND
 BT2512'THE CEMETERY, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST AND SET
 BT2512'FLUSH WITH THE GROUND.
 BT2512'STATION 34-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1185 ***********************************************************************
 EE1185  DESIGNATION -  34 24
 EE1185  PID         -  EE1185
 EE1185  STATE/COUNTY-  AL/CHEROKEE
 EE1185  USGS QUAD   -  CENTRE (1986)
 EE1185
 EE1185                         *CURRENT SURVEY CONTROL
 EE1185  ___________________________________________________________________
 EE1185* NAD 83(1986)-  34 14 52.     (N)    085 42 45.     (W)     SCALED    
 EE1185* NAVD 88     -       186.742  (meters)     612.67   (feet)  ADJUSTED  
 EE1185  ___________________________________________________________________
 EE1185  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE1185  DYNAMIC HT  -         186.550 (meters)     612.04  (feet)  COMP
 EE1185  MODELED GRAV-     979,602.9   (mgal)                       NAVD 88
 EE1185
 EE1185  VERT ORDER  -  SECOND    CLASS 0
 EE1185
 EE1185.The horizontal coordinates were scaled from a topographic map and have
 EE1185.an estimated accuracy of +/- 6 seconds.
 EE1185
 EE1185.The orthometric height was determined by differential leveling
 EE1185.and adjusted by the National Geodetic Survey in June 1991..
 EE1185
 EE1185.The geoid height was determined by GEOID03.
 EE1185
 EE1185.The dynamic height is computed by dividing the NAVD 88
 EE1185.geopotential number by the normal gravity value computed on the
 EE1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1185.degrees latitude (g = 980.6199 gals.).
 EE1185
 EE1185.The modeled gravity was interpolated from observed gravity values.
 EE1185
 EE1185;                    North         East    Units  Estimated Accuracy
 EE1185;SPC AL E     -   415,590.      211,130.      MT  (+/- 180 meters Scaled)
 EE1185
 EE1185                          SUPERSEDED SURVEY CONTROL
 EE1185
 EE1185  NGVD 29 (??/??/92)  186.718  (m)          612.59   (f) ADJ UNCH    2 0
 EE1185
 EE1185.Superseded values are not recommended for survey control.
 EE1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1185.See file dsdata.txt to determine how the superseded data were derived.
 EE1185
 EE1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC185903(NAD 83)
 EE1185_MARKER: DD = SURVEY DISK
 EE1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1185_STAMPING: 34 1 24 1942
 EE1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1185+STABILITY: SURFACE MOTION
 EE1185
 EE1185  HISTORY     - Date     Condition        Report By
 EE1185  HISTORY     - 1942     MONUMENTED       DOD
 EE1185  HISTORY     - 1947     GOOD             NGS
 EE1185
 EE1185                          STATION DESCRIPTION
 EE1185
 EE1185'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE1185'1 MI NE FROM BLUE POND.
 EE1185'ABOUT 0.95 MILE NORTHEAST ALONG A COUNTY ROAD TO BLANCHE FROM
 EE1185'THE CROSSROADS AT BLUE POND, SET IN THE TRIANGLE FORMED BY THE
 EE1185'JUNCTION OF A SIDE ROAD NORTH AND A ROAD CONNECTING THE TWO ROADS,
 EE1185'20 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 36 FEET
 EE1185'EAST OF THE CENTER LINE OF THE ROAD NORTH, 48 FEET SOUTH OF THE
 EE1185'CENTER LINE OF THE ROAD CONNECTING THE 2 ROADS AND FORMING THE
 EE1185'TRIANGLE, 30 FEET NORTHEAST OF A TWIN 8-INCH OAK TREE, 10.5 FEET
 EE1185'SOUTH OF A 10-INCH OAK TREE, 1 FOOT SOUTHWEST OF A WHITE WOODEN
 EE1185'WITNESS POST, ABOUT LEVEL WITH THE MAIN ROAD AND SET IN THE TOP OF
 EE1185'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2513 ***********************************************************************
 BT2513  DESIGNATION -  34 24
 BT2513  PID         -  BT2513
 BT2513  STATE/COUNTY-  AL/HENRY
 BT2513  USGS QUAD   -  ABBEVILLE EAST (1979)
 BT2513
 BT2513                         *CURRENT SURVEY CONTROL
 BT2513  ___________________________________________________________________
 BT2513* NAD 83(1992)-  31 34 01.93429(N)    085 13 10.90332(W)     ADJUSTED  
 BT2513* NAVD 88     -       126.3    (meters)     414.     (feet)  GPS OBS   
 BT2513  ___________________________________________________________________
 BT2513  X           -     453,295.680 (meters)                     COMP
 BT2513  Y           -  -5,420,499.445 (meters)                     COMP
 BT2513  Z           -   3,319,690.494 (meters)                     COMP
 BT2513  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BT2513  ELLIP HEIGHT-          99.95  (meters)          (07/29/02) GPS OBS
 BT2513  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BT2513
 BT2513  HORZ ORDER  -  FIRST
 BT2513  ELLP ORDER  -  FOURTH    CLASS I
 BT2513
 BT2513.The horizontal coordinates were established by GPS observations
 BT2513.and adjusted by the National Geodetic Survey in March 1994..
 BT2513
 BT2513.The orthometric height was determined by GPS observations and a
 BT2513.high-resolution geoid model.
 BT2513
 BT2513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2513
 BT2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2513
 BT2513.The ellipsoidal height was determined by GPS observations
 BT2513.and is referenced to NAD 83.
 BT2513
 BT2513.The geoid height was determined by GEOID03.
 BT2513
 BT2513;                    North         East     Units Scale Factor Converg.
 BT2513;SPC AL E     -   118,479.540   258,253.470   MT  1.00000184   +0 19 16.5
 BT2513;UTM  16      - 3,493,839.572   668,956.757   MT  0.99995209   +0 55 55.9
 BT2513
 BT2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2513!SPC AL E     -   0.99998431  x   1.00000184  =   0.99998615
 BT2513!UTM  16      -   0.99998431  x   0.99995209  =   0.99993640
 BT2513
 BT2513                          SUPERSEDED SURVEY CONTROL
 BT2513
 BT2513  ELLIP H (03/24/94)   99.93   (m)                       GP(       ) 4 1
 BT2513  NGVD 29 (05/23/94)  126.4    (m)          415.     (f) GPS OBS        
 BT2513
 BT2513.Superseded values are not recommended for survey control.
 BT2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2513.See file dsdata.txt to determine how the superseded data were derived.
 BT2513
 BT2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6895793840(NAD 83)
 BT2513_MARKER: DD = SURVEY DISK
 BT2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2513_SP_SET: CONCRETE POST
 BT2513_STAMPING: 34-24 1993
 BT2513_MARK LOGO: ALHD  
 BT2513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2513+STABILITY: SURFACE MOTION
 BT2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2513+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 BT2513
 BT2513  HISTORY     - Date     Condition        Report By
 BT2513  HISTORY     - 1993     MONUMENTED       ALHD
 BT2513  HISTORY     - 19980713 GOOD             JCLS
 BT2513
 BT2513                          STATION DESCRIPTION
 BT2513
 BT2513'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2513'THE STATION IS IN HENRY COUNTY ON THE SOUTH RIGHT OF WAY OF ALA 10 IN
 BT2513'ABBEVILLE.
 BT2513'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 NORTH
 BT2513'(MILEPOST 230.20 ON ALA 10 AND MILEPOST 36.29 ON ALA 95) IN
 BT2513'ABBEVILLE, DRIVE EAST ON ALA 10 FOR 1.70 MI (2.74 KM) TO MILEPOST
 BT2513'231.85, HENRY COUNTY ROAD 47 LEFT, AND THE STATION ON THE RIGHT AT A
 BT2513'CEMETERY.
 BT2513'THE STATION IS 16.8 FT (5.1 M) SOUTHWEST OF A GRAPHIC DEAD END LEFT OR
 BT2513'RIGHT SIGN, 34.1 FT (10.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF ALA
 BT2513'10, 34.5 FT (10.5 M) SOUTHEAST OF A HENRY COUNTY 47 LEFT SIGN, 85.0
 BT2513'FT (25.9 M) SOUTH OF A HICKORY GROVE ROAD SIGN, 90.4 FT (27.6 M)
 BT2513'WEST-SOUTHWEST OF A HENRY COUNTY 47 RIGHT SIGN, 92.6 FT (28.2 M)
 BT2513'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A SMALL WOOD FRAME BUILDING
 BT2513'WITH A FOUR-FOOT BRICK BASE SETTING IN THE CEMETERY, 101.0 FT
 BT2513'(30.8 M) SOUTH OF A FIRE HYDRANT, 1.5 FT (0.5 M) NORTH OF A CARSONITE
 BT2513'WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2513'STATION 34-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2513
 BT2513                          STATION RECOVERY (1998)
 BT2513
 BT2513'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 BT2513'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2514 ***********************************************************************
 BT2514  DESIGNATION -  34 25
 BT2514  PID         -  BT2514
 BT2514  STATE/COUNTY-  AL/HENRY
 BT2514  USGS QUAD   -  ABBEVILLE EAST (1979)
 BT2514
 BT2514                         *CURRENT SURVEY CONTROL
 BT2514  ___________________________________________________________________
 BT2514* NAD 83(1992)-  31 33 57.53511(N)    085 12 50.41776(W)     ADJUSTED  
 BT2514* NAVD 88     -       121.0    (meters)     397.     (feet)  GPS OBS   
 BT2514  ___________________________________________________________________
 BT2514  X           -     453,839.567 (meters)                     COMP
 BT2514  Y           -  -5,420,520.599 (meters)                     COMP
 BT2514  Z           -   3,319,572.283 (meters)                     COMP
 BT2514  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BT2514  ELLIP HEIGHT-          94.67  (meters)          (07/29/02) GPS OBS
 BT2514  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT2514
 BT2514  HORZ ORDER  -  FIRST
 BT2514  ELLP ORDER  -  FOURTH    CLASS I
 BT2514
 BT2514.The horizontal coordinates were established by GPS observations
 BT2514.and adjusted by the National Geodetic Survey in March 1994..
 BT2514
 BT2514.The orthometric height was determined by GPS observations and a
 BT2514.high-resolution geoid model.
 BT2514
 BT2514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2514
 BT2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2514
 BT2514.The ellipsoidal height was determined by GPS observations
 BT2514.and is referenced to NAD 83.
 BT2514
 BT2514.The geoid height was determined by GEOID03.
 BT2514
 BT2514;                    North         East     Units Scale Factor Converg.
 BT2514;SPC AL E     -   118,347.091   258,794.447   MT  1.00000262   +0 19 27.2
 BT2514;UTM  16      - 3,493,712.905   669,499.089   MT  0.99995435   +0 56 06.6
 BT2514
 BT2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2514!SPC AL E     -   0.99998513  x   1.00000262  =   0.99998775
 BT2514!UTM  16      -   0.99998513  x   0.99995435  =   0.99993949
 BT2514
 BT2514                          SUPERSEDED SURVEY CONTROL
 BT2514
 BT2514  ELLIP H (03/24/94)   94.65   (m)                       GP(       ) 4 1
 BT2514  NGVD 29 (05/23/94)  121.1    (m)          397.     (f) GPS OBS        
 BT2514
 BT2514.Superseded values are not recommended for survey control.
 BT2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2514.See file dsdata.txt to determine how the superseded data were derived.
 BT2514
 BT2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6949993713(NAD 83)
 BT2514_MARKER: DD = SURVEY DISK
 BT2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2514_SP_SET: CONCRETE POST
 BT2514_STAMPING: 34-25 1993
 BT2514_MARK LOGO: ALHD  
 BT2514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2514+STABILITY: SURFACE MOTION
 BT2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2514+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2514
 BT2514  HISTORY     - Date     Condition        Report By
 BT2514  HISTORY     - 1993     MONUMENTED       ALHD
 BT2514
 BT2514                          STATION DESCRIPTION
 BT2514
 BT2514'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2514'THE STATION IS IN HENRY COUNTY ON THE NORTH RIGHT OF WAY OF ALA 10
 BT2514'ABOUT 2.05 MI (3.30 KM) EAST OF ABBEVILLE AND ABOUT 11.80 MI
 BT2514'(18.99 KM) NORTHWEST OF HALEBURG.
 BT2514'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 NORTH
 BT2514'(MILEPOST 230.20 ON ALA 10 AND MILEPOST 36.29 ON ALA 95) IN
 BT2514'ABBEVILLE, DRIVE EAST ON ALA 10 FOR 2.05 MI (3.30 KM) TO MILEPOST
 BT2514'232.20 AND THE STATION ON THE LEFT.
 BT2514'THE STATION IS 2.9 FT (0.9 M) SOUTH-SOUTHWEST OF A FOUR STRAND BARBED
 BT2514'WIRE FENCE ON TREATED WOOD POSTS, 49.4 FT (15.1 M) NORTH-NORTHEAST OF
 BT2514'THE CENTERLINE OF ALA 10, 72.4 FT (22.1 M) EAST-SOUTHEAST OF A
 BT2514'GRAPHIC ARROW SIGN POINTING EAST, 138.9 FT (42.3 M) WEST OF TELEPHONE
 BT2514'CABLE PEDESTAL 6, 141.0 FT (43.0 M) WEST OF THE SOUTHEAST FENCE
 BT2514'CORNER OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 2.7
 BT2514'FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2514'GROUND.
 BT2514'STATION 34-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2515 ***********************************************************************
 BT2515  DESIGNATION -  34 26
 BT2515  PID         -  BT2515
 BT2515  STATE/COUNTY-  AL/HENRY
 BT2515  USGS QUAD   -  FORT GAINES (1969)
 BT2515
 BT2515                         *CURRENT SURVEY CONTROL
 BT2515  ___________________________________________________________________
 BT2515* NAD 83(1992)-  31 34 11.71405(N)    085 06 06.47841(W)     ADJUSTED  
 BT2515* NAVD 88     -       127.5    (meters)     418.     (feet)  GPS OBS   
 BT2515  ___________________________________________________________________
 BT2515  X           -     464,434.927 (meters)                     COMP
 BT2515  Y           -  -5,419,399.053 (meters)                     COMP
 BT2515  Z           -   3,319,947.713 (meters)                     COMP
 BT2515  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BT2515  ELLIP HEIGHT-         101.05  (meters)          (07/29/02) GPS OBS
 BT2515  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BT2515
 BT2515  HORZ ORDER  -  FIRST
 BT2515  ELLP ORDER  -  FOURTH    CLASS I
 BT2515
 BT2515.The horizontal coordinates were established by GPS observations
 BT2515.and adjusted by the National Geodetic Survey in March 1994..
 BT2515
 BT2515.The orthometric height was determined by GPS observations and a
 BT2515.high-resolution geoid model.
 BT2515
 BT2515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2515
 BT2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2515
 BT2515.The ellipsoidal height was determined by GPS observations
 BT2515.and is referenced to NAD 83.
 BT2515
 BT2515.The geoid height was determined by GEOID03.
 BT2515
 BT2515;                    North         East     Units Scale Factor Converg.
 BT2515;SPC AL E     -   118,849.537   269,443.718   MT  1.00001946   +0 22 58.8
 BT2515;UTM  16      - 3,494,328.861   680,142.037   MT  1.00000025   +0 59 38.6
 BT2515
 BT2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2515!SPC AL E     -   0.99998413  x   1.00001946  =   1.00000359
 BT2515!UTM  16      -   0.99998413  x   1.00000025  =   0.99998438
 BT2515
 BT2515:                Primary Azimuth Mark                     Grid Az
 BT2515:SPC AL E     -  34 27                                    041 03 48.0
 BT2515:UTM  16      -  34 27                                    040 27 08.2
 BT2515
 BT2515|---------------------------------------------------------------------|
 BT2515| PID    Reference Object                     Distance      Geod. Az  |
 BT2515|                                                           dddmmss.s |
 BT2515| BT2516 34 27                               457.210 METERS 0412646.8 |
 BT2515|---------------------------------------------------------------------|
 BT2515
 BT2515                          SUPERSEDED SURVEY CONTROL
 BT2515
 BT2515  ELLIP H (03/24/94)  101.04   (m)                       GP(       ) 4 1
 BT2515  NGVD 29 (05/23/94)  127.6    (m)          419.     (f) GPS OBS        
 BT2515
 BT2515.Superseded values are not recommended for survey control.
 BT2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2515.See file dsdata.txt to determine how the superseded data were derived.
 BT2515
 BT2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV8014294329(NAD 83)
 BT2515_MARKER: DD = SURVEY DISK
 BT2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2515_SP_SET: CONCRETE POST
 BT2515_STAMPING: 34-26 1993
 BT2515_MARK LOGO: ALHD  
 BT2515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2515+STABILITY: SURFACE MOTION
 BT2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2515+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2515
 BT2515  HISTORY     - Date     Condition        Report By
 BT2515  HISTORY     - 1993     MONUMENTED       ALHD
 BT2515
 BT2515                          STATION DESCRIPTION
 BT2515
 BT2515'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2515'THE STATION IS ON THE SOUTHEAST RIGHT OF WAY OF ALA 10 ABOUT 8.60 MI
 BT2515'(13.84 KM) EAST OF ABBEVILLE AND ABOUT 11.30 MI (18.19 KM) NORTH OF
 BT2515'HALEBURG IN SHORTERVILLE.
 BT2515'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 NORTH
 BT2515'(MILEPOST 230.20 ON ALA 10 AND MILEPOST 36.29 ON ALA 95) IN
 BT2515'ABBEVILLE, DRIVE EAST ON ALA 10 FOR 9.05 MI (14.56 KM) TO MILEPOST
 BT2515'239.25 AND THE STATION ON THE RIGHT AT A CITGO STATION.
 BT2515'THE STATION IS 3.0 NORTH-NORTHWEST OF A FOUR FOOT CHAIN LINK FENCE,
 BT2515'38.2 FT (11.6 M) WEST-SOUTHWEST OF A CITGO SIGN, 39.9 FT (12.2 M)
 BT2515'WEST- SOUTHWEST OF THE NORTH CORNER OF THE CHAIN LINK FENCE, 45.0 FT
 BT2515'(13.7 M) NORTHEAST OF THE WEST CORNER OF THE CHAIN LINK FENCE, 50.3
 BT2515'FT (15.3 M) EAST-SOUTHEAST OF A HENRY COUNTY 65 RIGHT SIGN, 57.4 FT
 BT2515'(17.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ALA 10, 3.0 FT (0.9 M)
 BT2515'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2515'STATION 34-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2516 ***********************************************************************
 BT2516  DESIGNATION -  34 27
 BT2516  PID         -  BT2516
 BT2516  STATE/COUNTY-  AL/HENRY
 BT2516  USGS QUAD   -  FORT GAINES (1969)
 BT2516
 BT2516                         *CURRENT SURVEY CONTROL
 BT2516  ___________________________________________________________________
 BT2516* NAD 83(1992)-  31 34 22.84104(N)    085 05 55.00147(W)     ADJUSTED  
 BT2516* NAVD 88     -       127.7    (meters)     419.     (feet)  GPS OBS   
 BT2516  ___________________________________________________________________
 BT2516  X           -     464,721.158 (meters)                     COMP
 BT2516  Y           -  -5,419,194.639 (meters)                     COMP
 BT2516  Z           -   3,320,239.833 (meters)                     COMP
 BT2516  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BT2516  ELLIP HEIGHT-         101.30  (meters)          (07/29/02) GPS OBS
 BT2516  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BT2516
 BT2516  HORZ ORDER  -  FIRST
 BT2516  ELLP ORDER  -  FOURTH    CLASS I
 BT2516
 BT2516.The horizontal coordinates were established by GPS observations
 BT2516.and adjusted by the National Geodetic Survey in March 1994..
 BT2516
 BT2516.The orthometric height was determined by GPS observations and a
 BT2516.high-resolution geoid model.
 BT2516
 BT2516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2516
 BT2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2516
 BT2516.The ellipsoidal height was determined by GPS observations
 BT2516.and is referenced to NAD 83.
 BT2516
 BT2516.The geoid height was determined by GEOID03.
 BT2516
 BT2516;                    North         East     Units Scale Factor Converg.
 BT2516;SPC AL E     -   119,194.272   269,744.061   MT  1.00001997   +0 23 04.9
 BT2516;UTM  16      - 3,494,676.774   680,438.681   MT  1.00000157   +0 59 44.9
 BT2516
 BT2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2516!SPC AL E     -   0.99998409  x   1.00001997  =   1.00000406
 BT2516!UTM  16      -   0.99998409  x   1.00000157  =   0.99998566
 BT2516
 BT2516:                Primary Azimuth Mark                     Grid Az
 BT2516:SPC AL E     -  34 26                                    221 03 47.9
 BT2516:UTM  16      -  34 26                                    220 27 07.9
 BT2516
 BT2516|---------------------------------------------------------------------|
 BT2516| PID    Reference Object                     Distance      Geod. Az  |
 BT2516|                                                           dddmmss.s |
 BT2516| BT2515 34 26                               457.210 METERS 2212652.8 |
 BT2516|---------------------------------------------------------------------|
 BT2516
 BT2516                          SUPERSEDED SURVEY CONTROL
 BT2516
 BT2516  ELLIP H (03/24/94)  101.28   (m)                       GP(       ) 4 1
 BT2516  NGVD 29 (05/23/94)  127.8    (m)          419.     (f) GPS OBS        
 BT2516
 BT2516.Superseded values are not recommended for survey control.
 BT2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2516.See file dsdata.txt to determine how the superseded data were derived.
 BT2516
 BT2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV8043994677(NAD 83)
 BT2516_MARKER: DD = SURVEY DISK
 BT2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2516_SP_SET: CONCRETE POST
 BT2516_STAMPING: 34-27 1993
 BT2516_MARK LOGO: ALHD  
 BT2516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2516+STABILITY: SURFACE MOTION
 BT2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2516+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2516
 BT2516  HISTORY     - Date     Condition        Report By
 BT2516  HISTORY     - 1993     MONUMENTED       ALHD
 BT2516
 BT2516                          STATION DESCRIPTION
 BT2516
 BT2516'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2516'THE STATION IS IN HENRY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF ALA 10
 BT2516'ABOUT 8.80 MI (14.16 KM) EAST OF ABBEVILLE AND ABOUT 11.60 MI
 BT2516'(18.67 KM) NORTH OF HALEBURG IN SHORTERVILLE.
 BT2516'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 NORTH
 BT2516'(MILEPOST 230.20 ON ALA 10 AND MILEPOST 36.29 ON ALA 95) IN
 BT2516'ABBEVILLE, DRIVE EAST ON ALA 10 FOR 9.35 MI (15.05 KM) TO MILEPOST
 BT2516'239.55 AND THE STATION ON THE RIGHT.
 BT2516'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A SEVEN STRAND BARBED WIRE
 BT2516'FENCE OF OLD TREATED WOOD POSTS, 34.0 FT (10.4 M) NORTH-NORTHEAST OF
 BT2516'THE NORTHEAST OF TWO TWELVE-INCH GATE POSTS SUPPORTING A FOUR-FOOT
 BT2516'CHAIN LINK GATE, 46.0 FT (14.0 M) SOUTHEAST OF THE CENTERLINE OF ALA
 BT2516'10, 49.8 FT (15.2 M) NORTH-NORTHEAST OF THE SOUTHWEST OF TWO
 BT2516'TWELVE-INCH GATE POSTS SUPPORTING A FOUR-FOOT CHAIN LINK GATE, 77.2
 BT2516'FT (23.5 M) SOUTHWEST OF A POWER POLE, 3.1 FT (0.9 M) NORTHWEST OF A
 BT2516'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2516'STATION 34-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2517 ***********************************************************************
 BT2517  DESIGNATION -  34 28
 BT2517  PID         -  BT2517
 BT2517  STATE/COUNTY-  AL/HENRY
 BT2517  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT2517
 BT2517                         *CURRENT SURVEY CONTROL
 BT2517  ___________________________________________________________________
 BT2517* NAD 83(1992)-  31 39 06.39643(N)    085 21 14.03390(W)     ADJUSTED  
 BT2517* NAVD 88     -       117.7    (meters)     386.     (feet)  GPS OBS   
 BT2517  ___________________________________________________________________
 BT2517  X           -     440,199.397 (meters)                     COMP
 BT2517  Y           -  -5,416,640.252 (meters)                     COMP
 BT2517  Z           -   3,327,672.378 (meters)                     COMP
 BT2517  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BT2517  ELLIP HEIGHT-          91.49  (meters)          (07/29/02) GPS OBS
 BT2517  GEOID HEIGHT-         -26.22  (meters)                     GEOID03
 BT2517
 BT2517  HORZ ORDER  -  FIRST
 BT2517  ELLP ORDER  -  FOURTH    CLASS I
 BT2517
 BT2517.The horizontal coordinates were established by GPS observations
 BT2517.and adjusted by the National Geodetic Survey in March 1994..
 BT2517
 BT2517.The orthometric height was determined by GPS observations and a
 BT2517.high-resolution geoid model.
 BT2517
 BT2517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2517
 BT2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2517
 BT2517.The ellipsoidal height was determined by GPS observations
 BT2517.and is referenced to NAD 83.
 BT2517
 BT2517.The geoid height was determined by GEOID03.
 BT2517
 BT2517;                    North         East     Units Scale Factor Converg.
 BT2517;SPC AL E     -   127,793.127   245,472.125   MT  0.99998549   +0 15 05.7
 BT2517;UTM  16      - 3,503,015.562   656,077.581   MT  0.99990045   +0 51 50.3
 BT2517
 BT2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2517!SPC AL E     -   0.99998563  x   0.99998549  =   0.99997112
 BT2517!UTM  16      -   0.99998563  x   0.99990045  =   0.99988609
 BT2517
 BT2517                          SUPERSEDED SURVEY CONTROL
 BT2517
 BT2517  ELLIP H (03/24/94)   91.47   (m)                       GP(       ) 4 1
 BT2517  NGVD 29 (05/23/94)  117.8    (m)          386.     (f) GPS OBS        
 BT2517
 BT2517.Superseded values are not recommended for survey control.
 BT2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2517.See file dsdata.txt to determine how the superseded data were derived.
 BT2517
 BT2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5607803016(NAD 83)
 BT2517_MARKER: DD = SURVEY DISK
 BT2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2517_SP_SET: CONCRETE POST
 BT2517_STAMPING: 34-28 1993
 BT2517_MARK LOGO: ALHD  
 BT2517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2517+STABILITY: SURFACE MOTION
 BT2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2517+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2517
 BT2517  HISTORY     - Date     Condition        Report By
 BT2517  HISTORY     - 1993     MONUMENTED       ALHD
 BT2517
 BT2517                          STATION DESCRIPTION
 BT2517
 BT2517'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2517'THE STATION IS ON THE NORTHEAST RIGHT OF WAY OF HENRY COUNTY ROAD 75
 BT2517'ABOUT 8.30 MI (13.36 KM) NORTHWEST OF ABBEVILLE AND ABOUT 15.85 MI
 BT2517'(25.51 KM) NORTH OF NEWVILLE.
 BT2517'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND U.S. 431
 BT2517'(MILEPOST 227.89 ON ALA 10 AND MILEPOST 45.42 ON U.S. 431) IN
 BT2517'ABBEVILLE, DRIVE WEST ON ALA 10 FOR 5.40 MI (8.69 KM) TO MILEPOST
 BT2517'222.50 AND HENRY COUNTY ROAD 75 LEFT AND RIGHT.  TURN RIGHT ON HENRY
 BT2517'COUNTY ROAD 75 AND DRIVE NORTH FOR 3.05 MI (4.91 KM) TO A PAVED
 BT2517'COUNTY ROAD RIGHT AND THE STATION ON THE RIGHT.
 BT2517'THE STATION IS 41.0 FT (12.5 M) NORTHEAST OF THE CENTER OF A FIVE FOOT
 BT2517'BY SIX FOOT METAL WATER VALVE ENCLOSURE, 53.1 FT (16.2 M) NORTH OF A
 BT2517'STOP SIGN, 62.8 FT (19.1 M) SOUTHEAST OF A JUNCTION POWER POLE WITH
 BT2517'FOUR GUY WIRES, 74.3 FT (22.6 M) EAST-NORTHEAST OF THE CENTERLINE OF
 BT2517'HENRY COUNTY ROAD 75, 91.0 FT (27.7 M) EAST-NORTHEAST OF A SCHOOL BUS
 BT2517'STOP AHEAD SIGN, 2.4 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST AND
 BT2517'SET FLUSH WITH THE GROUND.
 BT2517'STATION 34-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2518 ***********************************************************************
 BT2518  DESIGNATION -  34 29
 BT2518  PID         -  BT2518
 BT2518  STATE/COUNTY-  AL/HENRY
 BT2518  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT2518
 BT2518                         *CURRENT SURVEY CONTROL
 BT2518  ___________________________________________________________________
 BT2518* NAD 83(1992)-  31 39 21.88114(N)    085 21 28.05412(W)     ADJUSTED  
 BT2518* NAVD 88     -       112.4    (meters)     369.     (feet)  GPS OBS   
 BT2518  ___________________________________________________________________
 BT2518  X           -     439,810.597 (meters)                     COMP
 BT2518  Y           -  -5,416,416.227 (meters)                     COMP
 BT2518  Z           -   3,328,075.604 (meters)                     COMP
 BT2518  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BT2518  ELLIP HEIGHT-          86.23  (meters)          (07/29/02) GPS OBS
 BT2518  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BT2518
 BT2518  HORZ ORDER  -  FIRST
 BT2518  ELLP ORDER  -  FOURTH    CLASS I
 BT2518
 BT2518.The horizontal coordinates were established by GPS observations
 BT2518.and adjusted by the National Geodetic Survey in March 1994..
 BT2518
 BT2518.The orthometric height was determined by GPS observations and a
 BT2518.high-resolution geoid model.
 BT2518
 BT2518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2518
 BT2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2518
 BT2518.The ellipsoidal height was determined by GPS observations
 BT2518.and is referenced to NAD 83.
 BT2518
 BT2518.The geoid height was determined by GEOID03.
 BT2518
 BT2518;                    North         East     Units Scale Factor Converg.
 BT2518;SPC AL E     -   128,268.432   245,100.669   MT  0.99998508   +0 14 58.5
 BT2518;UTM  16      - 3,503,486.829   655,701.098   MT  0.99989900   +0 51 43.3
 BT2518
 BT2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2518!SPC AL E     -   0.99998646  x   0.99998508  =   0.99997154
 BT2518!UTM  16      -   0.99998646  x   0.99989900  =   0.99988546
 BT2518
 BT2518                          SUPERSEDED SURVEY CONTROL
 BT2518
 BT2518  ELLIP H (03/24/94)   86.20   (m)                       GP(       ) 4 1
 BT2518  NGVD 29 (05/23/94)  112.5    (m)          369.     (f) GPS OBS        
 BT2518
 BT2518.Superseded values are not recommended for survey control.
 BT2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2518.See file dsdata.txt to determine how the superseded data were derived.
 BT2518
 BT2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5570103487(NAD 83)
 BT2518_MARKER: DD = SURVEY DISK
 BT2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2518_SP_SET: CONCRETE POST
 BT2518_STAMPING: 34-29 1993
 BT2518_MARK LOGO: ALHD  
 BT2518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2518+STABILITY: SURFACE MOTION
 BT2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2518+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2518
 BT2518  HISTORY     - Date     Condition        Report By
 BT2518  HISTORY     - 1993     MONUMENTED       ALHD
 BT2518
 BT2518                          STATION DESCRIPTION
 BT2518
 BT2518'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2518'THE STATION IS IN HENRY COUNTY ON THE NORTHEAST RIGHT OF WAY ABOUT
 BT2518'8.65 MI (13.92 KM) NORTHWEST OF ABBEVILLE AND ABOUT 16.10 MI
 BT2518'(25.91 KM) NORTH OF NEWVILLE.
 BT2518'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND U.S. 431
 BT2518'(MILEPOST 227.89 ON ALA 10 AND MILEPOST 45.42 ON U.S. 431) IN
 BT2518'ABBEVILLE, DRIVE WEST ON ALA 10 FOR 5.40 MI (8.69 KM) TO MILEPOST
 BT2518'222.50 AND HENRY COUNTY ROAD 75 LEFT AND RIGHT.  TURN RIGHT ON HENRY
 BT2518'COUNTY ROAD 75 AND DRIVE NORTH FOR 3.45 MI (5.55 KM) TO THE STATION
 BT2518'ON THE RIGHT.
 BT2518'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF THE WEST END OF A FOUR
 BT2518'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS WITH ONE STRAND OF
 BT2518'ELECTRIC BARBED WIRE, 40.0 FT (12.2 M) NORTHEAST OF THE CENTERLINE OF
 BT2518'HENRY COUNTY ROAD 75, 62.6 FT (19.1 M) NORTHEAST OF THE TOP OF THE
 BT2518'SOUTHEAST END OF A FIFTEEN-INCH CONCRETE DRAINAGE PIPE UNDER A
 BT2518'DRIVEWAY ACROSS THE ROAD, 67.1 FT (20.5 M) NORTHWEST OF A JUNCTION
 BT2518'POWER POLE WITH ONE GUY WIRE, 67.6 FT (20.6 M) EAST-NORTHEAST OF THE
 BT2518'TOP OF THE NORTHWEST END OF A FIFTEEN-INCH CONCRETE DRAINAGE PIPE
 BT2518'UNDER A DRIVEWAY ACROSS THE ROAD,79.4 FT NORTHEAST OF A BROKEN
 BT2518'CONCRETE RIGHT OF WAY MARKER ACROSS THE ROAD, 3.0 FT (0.9 M)
 BT2518'SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2518'STATION 34-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2380 ***********************************************************************
 BT2380  DESIGNATION -  34 3
 BT2380  PID         -  BT2380
 BT2380  STATE/COUNTY-  AL/HENRY
 BT2380  USGS QUAD   -  FORT GAINES (1969)
 BT2380
 BT2380                         *CURRENT SURVEY CONTROL
 BT2380  ___________________________________________________________________
 BT2380* NAD 83(1992)-  31 30 47.33419(N)    085 04 20.68000(W)     ADJUSTED  
 BT2380* NAVD 88     -        67.5    (meters)     221.     (feet)  GPS OBS   
 BT2380  ___________________________________________________________________
 BT2380  X           -     467,493.063 (meters)                     COMP
 BT2380  Y           -  -5,422,389.843 (meters)                     COMP
 BT2380  Z           -   3,314,551.346 (meters)                     COMP
 BT2380  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 BT2380  ELLIP HEIGHT-          40.90  (meters)          (07/29/02) GPS OBS
 BT2380  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BT2380
 BT2380  HORZ ORDER  -  FIRST
 BT2380  ELLP ORDER  -  FOURTH    CLASS I
 BT2380
 BT2380.The horizontal coordinates were established by GPS observations
 BT2380.and adjusted by the National Geodetic Survey in December 1992..
 BT2380
 BT2380.The orthometric height was determined by GPS observations and a
 BT2380.high-resolution geoid model.
 BT2380
 BT2380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2380
 BT2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2380
 BT2380.The ellipsoidal height was determined by GPS observations
 BT2380.and is referenced to NAD 83.
 BT2380
 BT2380.The geoid height was determined by GEOID03.
 BT2380
 BT2380;                    North         East     Units Scale Factor Converg.
 BT2380;SPC AL E     -   112,573.727   272,277.340   MT  1.00002441   +0 23 51.9
 BT2380;UTM  16      - 3,488,083.698   683,042.330   MT  1.00001325   +1 00 28.2
 BT2380
 BT2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2380!SPC AL E     -   0.99999358  x   1.00002441  =   1.00001799
 BT2380!UTM  16      -   0.99999358  x   1.00001325  =   1.00000683
 BT2380
 BT2380                          SUPERSEDED SURVEY CONTROL
 BT2380
 BT2380  ELLIP H (12/04/92)   40.86   (m)                       GP(       ) 4 1
 BT2380  NAD 83(1986)-  31 30 47.34010(N)    085 04 20.67792(W) AD(       ) 1
 BT2380  NGVD 29 (12/04/92)   67.6    (m)          222.     (f) GPS OBS        
 BT2380
 BT2380.Superseded values are not recommended for survey control.
 BT2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2380.See file dsdata.txt to determine how the superseded data were derived.
 BT2380
 BT2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV8304288084(NAD 83)
 BT2380_MARKER: DD = SURVEY DISK
 BT2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2380_SP_SET: CONCRETE POST
 BT2380_STAMPING: 34-3 1991
 BT2380_MARK LOGO: ALHD  
 BT2380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2380+STABILITY: SURFACE MOTION
 BT2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2380+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2380
 BT2380  HISTORY     - Date     Condition        Report By
 BT2380  HISTORY     - 1991     MONUMENTED       ALHD
 BT2380
 BT2380                          STATION DESCRIPTION
 BT2380
 BT2380'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2380'THE STATION IS LOCATED IN HENRY COUNTY ON THE EAST RIGHT OF WAY OF
 BT2380'HENRY COUNTY ROAD NO. 97, ABOUT 8.30 MI (13.36 KM) NORTHEAST OF
 BT2380'HALEBURG AND ABOUT 11.05 MI (17.78 KM) EAST-SOUTHEAST OF ABBEVILLE.
 BT2380'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 10 (MILE
 BT2380'POST 227.90 ON ALA 10 AND MILE POST 45.40 ON U.S. 431) IN ABBEVILLE,
 BT2380'DRIVE EAST ON ALA 10 FOR 11.40 MI (18.35 KM) TO MILE POST 239.30 AND
 BT2380'HENRY COUNTY ROAD NO. 97 ON THE RIGHT IN SHORTERVILLE, TURN RIGHT ON
 BT2380'HENRY COUNTY ROAD NO. 97 AND DRIVE SOUTHEAST AND SOUTH FOR 4.75 MI
 BT2380'(7.64 KM) TO THE STATION ON THE LEFT.
 BT2380'THE STATION IS 28.0 FT (8.5 M) EAST-NORTHEAST OF THE CENTERLINE OF
 BT2380'HENRY COUNTY ROAD NO. 97, 105.3 FT (32.1 M) NORTH-NORTHWEST OF
 BT2380'TELEPHONE CABLE PEDESTAL NO. P 127 01, 107.1 FT (32.6 M) NORTH OF THE
 BT2380'NORTH END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY,
 BT2380'142.4 FT (43.4 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF AN
 BT2380'UNPAINTED FRAME HOUSE, 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS
 BT2380'POST, AND SET FLUSH WITH THE GROUND.
 BT2380'STATION 34-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2380'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 BT2380'THE OCCUPANTS OF THE UNPAINTED FRAME HOUSE - NO TELEPHONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2519 ***********************************************************************
 BT2519  DESIGNATION -  34 30
 BT2519  PID         -  BT2519
 BT2519  STATE/COUNTY-  AL/HENRY
 BT2519  USGS QUAD   -  ABBEVILLE WEST (1981)
 BT2519
 BT2519                         *CURRENT SURVEY CONTROL
 BT2519  ___________________________________________________________________
 BT2519* NAD 83(1992)-  31 36 12.15667(N)    085 16 40.82956(W)     ADJUSTED  
 BT2519* NAVD 88     -       151.8    (meters)     498.     (feet)  GPS OBS   
 BT2519  ___________________________________________________________________
 BT2519  X           -     447,607.585 (meters)                     COMP
 BT2519  Y           -  -5,418,886.080 (meters)                     COMP
 BT2519  Z           -   3,323,120.648 (meters)                     COMP
 BT2519  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 BT2519  ELLIP HEIGHT-         125.57  (meters)          (07/29/02) GPS OBS
 BT2519  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BT2519
 BT2519  HORZ ORDER  -  FIRST
 BT2519  ELLP ORDER  -  FOURTH    CLASS I
 BT2519
 BT2519.The horizontal coordinates were established by GPS observations
 BT2519.and adjusted by the National Geodetic Survey in March 1994..
 BT2519
 BT2519.The orthometric height was determined by GPS observations and a
 BT2519.high-resolution geoid model.
 BT2519
 BT2519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2519
 BT2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2519
 BT2519.The ellipsoidal height was determined by GPS observations
 BT2519.and is referenced to NAD 83.
 BT2519
 BT2519.The geoid height was determined by GEOID03.
 BT2519
 BT2519;                    North         East     Units Scale Factor Converg.
 BT2519;SPC AL E     -   122,460.736   252,697.310   MT  0.99999424   +0 17 27.7
 BT2519;UTM  16      - 3,497,761.040   663,358.762   MT  0.99992914   +0 54 09.3
 BT2519
 BT2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2519!SPC AL E     -   0.99998028  x   0.99999424  =   0.99997452
 BT2519!UTM  16      -   0.99998028  x   0.99992914  =   0.99990942
 BT2519
 BT2519                          SUPERSEDED SURVEY CONTROL
 BT2519
 BT2519  ELLIP H (03/24/94)  125.55   (m)                       GP(       ) 4 1
 BT2519  NGVD 29 (05/23/94)  151.9    (m)          498.     (f) GPS OBS        
 BT2519
 BT2519.Superseded values are not recommended for survey control.
 BT2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2519.See file dsdata.txt to determine how the superseded data were derived.
 BT2519
 BT2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6335997761(NAD 83)
 BT2519_MARKER: DD = SURVEY DISK
 BT2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2519_SP_SET: CONCRETE POST
 BT2519_STAMPING: 34-30 1993
 BT2519_MARK LOGO: ALHD  
 BT2519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2519+STABILITY: SURFACE MOTION
 BT2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2519+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2519
 BT2519  HISTORY     - Date     Condition        Report By
 BT2519  HISTORY     - 1993     MONUMENTED       ALHD
 BT2519
 BT2519                          STATION DESCRIPTION
 BT2519
 BT2519'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2519'THE STATION IS IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF OLD U.S.
 BT2519'431 ABOUT 2.75 MI (4.43 KM) NORTH OF ABBEVILLE AND ABOUT 12.80 MI
 BT2519'(20.60 KM) NORTH-NORTHEAST OF NEWVILLE.
 BT2519'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND U.S. 431
 BT2519'(MILEPOST 227.89 ON ALA 10 AND MILEPOST 45.42 ON U.S. 431) IN
 BT2519'ABBEVILLE, DRIVE NORTH ON U.S. 431 FOR 1.10 MI (1.77 KM) TO MILEPOST
 BT2519'46.55 AND OLD U.S. 431 LEFT.  TURN LEFT ON OLD U.S. 431 AND DRIVE
 BT2519'WEST AND SOUTHWEST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 BT2519'THE STATION IS 2.9 FT (0.9 M) EAST OF A ONE STRAND ELECTRIC BARBED
 BT2519'WIRE FENCE ON TREATED WOOD POSTS, 49.0 FT (14.9 M) WEST OF THE
 BT2519'CENTERLINE OF OLD U.S. 431, 167.8 FT (51.1 M) NORTH OF A POWER POLE,
 BT2519'174.1 FT (53.1 M) NORTH-NORTHWEST OF A GRAPHIC STOP AHEAD SIGN, 192.6
 BT2519'FT (58.7 M) NORTHWEST OF A TELEPHONE CABLE PEDESTAL 5, 2.9 FT
 BT2519'(0.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2519'GROUND.
 BT2519'STATION 34-31 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2520 ***********************************************************************
 BT2520  DESIGNATION -  34 31
 BT2520  PID         -  BT2520
 BT2520  STATE/COUNTY-  AL/HENRY
 BT2520  USGS QUAD   -  ABBEVILLE WEST (1981)
 BT2520
 BT2520                         *CURRENT SURVEY CONTROL
 BT2520  ___________________________________________________________________
 BT2520* NAD 83(1992)-  31 36 34.63691(N)    085 16 06.30061(W)     ADJUSTED  
 BT2520* NAVD 88     -       154.3    (meters)     506.     (feet)  GPS OBS   
 BT2520  ___________________________________________________________________
 BT2520  X           -     448,484.946 (meters)                     COMP
 BT2520  Y           -  -5,418,451.522 (meters)                     COMP
 BT2520  Z           -   3,323,711.636 (meters)                     COMP
 BT2520  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 BT2520  ELLIP HEIGHT-         128.03  (meters)          (07/29/02) GPS OBS
 BT2520  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BT2520
 BT2520  HORZ ORDER  -  FIRST
 BT2520  ELLP ORDER  -  FOURTH    CLASS I
 BT2520
 BT2520.The horizontal coordinates were established by GPS observations
 BT2520.and adjusted by the National Geodetic Survey in March 1994..
 BT2520
 BT2520.The orthometric height was determined by GPS observations and a
 BT2520.high-resolution geoid model.
 BT2520
 BT2520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2520
 BT2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2520
 BT2520.The ellipsoidal height was determined by GPS observations
 BT2520.and is referenced to NAD 83.
 BT2520
 BT2520.The geoid height was determined by GEOID03.
 BT2520
 BT2520;                    North         East     Units Scale Factor Converg.
 BT2520;SPC AL E     -   123,157.777   253,603.914   MT  0.99999543   +0 17 45.9
 BT2520;UTM  16      - 3,498,467.675   664,257.816   MT  0.99993277   +0 54 28.0
 BT2520
 BT2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2520!SPC AL E     -   0.99997990  x   0.99999543  =   0.99997533
 BT2520!UTM  16      -   0.99997990  x   0.99993277  =   0.99991267
 BT2520
 BT2520                          SUPERSEDED SURVEY CONTROL
 BT2520
 BT2520  ELLIP H (03/24/94)  128.00   (m)                       GP(       ) 4 1
 BT2520  NGVD 29 (05/23/94)  154.4    (m)          507.     (f) GPS OBS        
 BT2520
 BT2520.Superseded values are not recommended for survey control.
 BT2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2520.See file dsdata.txt to determine how the superseded data were derived.
 BT2520
 BT2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6425898468(NAD 83)
 BT2520_MARKER: DD = SURVEY DISK
 BT2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2520_SP_SET: CONCRETE POST
 BT2520_STAMPING: 34-31 1993
 BT2520_MARK LOGO: ALHD  
 BT2520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2520+STABILITY: SURFACE MOTION
 BT2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2520+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2520
 BT2520  HISTORY     - Date     Condition        Report By
 BT2520  HISTORY     - 1993     MONUMENTED       ALHD
 BT2520
 BT2520                          STATION DESCRIPTION
 BT2520
 BT2520'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2520'THE STATION IS IN HENRY COUNTY ON THE SOUTH RIGHT OF WAY OF A DIRT
 BT2520'ROAD ABOUT 2.75 MI (4.43 KM) NORTH OF ABBEVILLE AND ABOUT 13.35 MI
 BT2520'(21.48 KM) NORTH- NORTHEAST OF NEWVILLE.
 BT2520'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND U.S. 431
 BT2520'(MILEPOST 227.89 ON ALA 10 AND MILEPOST 45.42 ON U.S. 431) IN
 BT2520'ABBEVILLE, DRIVE NORTH ON U.S. 431 FOR 1.55 MI (2.49 KM) TO MILEPOST
 BT2520'46.95 AND A DIRT ROAD LEFT AND RIGHT.  TURN RIGHT ON THE DIRT ROAD
 BT2520'AND DRIVE EAST FOR 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT.
 BT2520'THE STATION IS 2.3 FT (0.7 M) NORTH OF A TWO STRAND BARBED WIRE FENCE
 BT2520'ON TREATED WOOD POSTS, 16.1 FT (4.9 M) SOUTH OF THE CENTER OF THE
 BT2520'DIRT ROAD, 61.8 WEST-NORTHWEST OF THE WEST OF TWO TEN-INCH GATE
 BT2520'POSTS, 99.1 FT (30.2 M) WEST-NORTHWEST OF THE EAST OF TWO TEN-INCH
 BT2520'GATE POSTS, 99.7 FT (30.4 M) SOUTHEAST OF THE MIDDLE OF THE DOOR OF
 BT2520'THE EAST OF TWO STORAGE BINS ACROSS THE DIRT ROAD, 116.0 FT (35.4 M)
 BT2520'SOUTHEAST OF THE MIDDLE OF THE DOOR OF THE WEST OF TWO STORAGE BINS
 BT2520'ACROSS THE DIRT ROAD, 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS
 BT2520'POST AND SET FLUSH WITH THE GROUND.
 BT2520'STATION 34-30 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2521 ***********************************************************************
 BT2521  DESIGNATION -  34 32
 BT2521  PID         -  BT2521
 BT2521  STATE/COUNTY-  AL/HENRY
 BT2521  USGS QUAD   -  ABBEVILLE EAST (1979)
 BT2521
 BT2521                         *CURRENT SURVEY CONTROL
 BT2521  ___________________________________________________________________
 BT2521* NAD 83(1992)-  31 37 17.56604(N)    085 09 53.35910(W)     ADJUSTED  
 BT2521* NAVD 88     -       147.1    (meters)     483.     (feet)  GPS OBS   
 BT2521  ___________________________________________________________________
 BT2521  X           -     458,222.208 (meters)                     COMP
 BT2521  Y           -  -5,416,934.926 (meters)                     COMP
 BT2521  Z           -   3,324,833.828 (meters)                     COMP
 BT2521  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BT2521  ELLIP HEIGHT-         120.76  (meters)          (07/29/02) GPS OBS
 BT2521  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BT2521
 BT2521  HORZ ORDER  -  FIRST
 BT2521  ELLP ORDER  -  FOURTH    CLASS I
 BT2521
 BT2521.The horizontal coordinates were established by GPS observations
 BT2521.and adjusted by the National Geodetic Survey in March 1994..
 BT2521
 BT2521.The orthometric height was determined by GPS observations and a
 BT2521.high-resolution geoid model.
 BT2521
 BT2521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2521
 BT2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2521
 BT2521.The ellipsoidal height was determined by GPS observations
 BT2521.and is referenced to NAD 83.
 BT2521
 BT2521.The geoid height was determined by GEOID03.
 BT2521
 BT2521;                    North         East     Units Scale Factor Converg.
 BT2521;SPC AL E     -   124,535.443   263,425.945   MT  1.00000960   +0 21 01.9
 BT2521;UTM  16      - 3,499,950.066   674,064.093   MT  0.99997370   +0 57 44.8
 BT2521
 BT2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2521!SPC AL E     -   0.99998104  x   1.00000960  =   0.99999064
 BT2521!UTM  16      -   0.99998104  x   0.99997370  =   0.99995474
 BT2521
 BT2521:                Primary Azimuth Mark                     Grid Az
 BT2521:SPC AL E     -  34 33                                    334 26 05.2
 BT2521:UTM  16      -  34 33                                    333 49 22.3
 BT2521
 BT2521|---------------------------------------------------------------------|
 BT2521| PID    Reference Object                     Distance      Geod. Az  |
 BT2521|                                                           dddmmss.s |
 BT2521| BT2522 34 33                               465.957 METERS 3344707.1 |
 BT2521|---------------------------------------------------------------------|
 BT2521
 BT2521                          SUPERSEDED SURVEY CONTROL
 BT2521
 BT2521  ELLIP H (03/24/94)  120.74   (m)                       GP(       ) 4 1
 BT2521  NGVD 29 (05/23/94)  147.2    (m)          483.     (f) GPS OBS        
 BT2521
 BT2521.Superseded values are not recommended for survey control.
 BT2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2521.See file dsdata.txt to determine how the superseded data were derived.
 BT2521
 BT2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7406499950(NAD 83)
 BT2521_MARKER: DD = SURVEY DISK
 BT2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2521_SP_SET: CONCRETE POST
 BT2521_STAMPING: 34-32 1993
 BT2521_MARK LOGO: ALHD  
 BT2521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2521+STABILITY: SURFACE MOTION
 BT2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2521+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2521
 BT2521  HISTORY     - Date     Condition        Report By
 BT2521  HISTORY     - 1993     MONUMENTED       ALHD
 BT2521
 BT2521                          STATION DESCRIPTION
 BT2521
 BT2521'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2521'THE STATION IS IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF HENRY
 BT2521'COUNTY ROAD 57 ABOUT 6.00 MI (9.66 KM) NORTHEAST OF ABBEVILLE AND
 BT2521'ABOUT 15.05 MI (24.22 KM) NORTH OF HALEBURG.
 BT2521'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 NORTH
 BT2521'(MILEPOST 230.20 ON ALA 10 AND MILEPOST 36.29 ON ALA 95) IN
 BT2521'ABBEVILLE, DRIVE NORTHEAST ON ALA 95 FOR 1.70 MI (2.74 KM) TO
 BT2521'MILEPOST 38.00, HENRY COUNTY ROAD 46 RIGHT, AND HENRY COUNTY ROAD 47
 BT2521'RIGHT. TURN RIGHT ON HENRY COUNTY ROAD 46 AND DRIVE NORTHEAST FOR
 BT2521'4.95 MI (7.97 KM) TO A CROSSROADS WITH HENRY COUNTY ROAD 57 LEFT AND
 BT2521'RIGHT. TURN LEFT ON HENRY COUNTY ROAD 57 AND DRIVE NORTH FOR 0.40 MI
 BT2521'(0.64 KM) TO THE STATION ON THE LEFT.
 BT2521'THE STATION IS 3.1 FT (0.9 M) EAST-NORTHEAST OF A FOUR STRAND BARBED
 BT2521'WIRE FENCE ON OLD TREATED WOOD POSTS, 40.0 FT (12.2 M) WEST-SOUTHWEST
 BT2521'OF THE CENTERLINE OF HENRY COUNTY ROAD 57, 2.9 FT (0.9 M) NORTHEAST
 BT2521'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2521'STATION 34-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2522 ***********************************************************************
 BT2522  DESIGNATION -  34 33
 BT2522  PID         -  BT2522
 BT2522  STATE/COUNTY-  AL/HENRY
 BT2522  USGS QUAD   -  FORT GAINES NW (1980)
 BT2522
 BT2522                         *CURRENT SURVEY CONTROL
 BT2522  ___________________________________________________________________
 BT2522* NAD 83(1992)-  31 37 31.25294(N)    085 10 00.89120(W)     ADJUSTED  
 BT2522* NAVD 88     -       151.5    (meters)     497.     (feet)  GPS OBS   
 BT2522  ___________________________________________________________________
 BT2522  X           -     458,006.094 (meters)                     COMP
 BT2522  Y           -  -5,416,735.159 (meters)                     COMP
 BT2522  Z           -   3,325,195.119 (meters)                     COMP
 BT2522  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 BT2522  ELLIP HEIGHT-         125.19  (meters)          (08/29/05) GPS OBS
 BT2522  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BT2522
 BT2522  HORZ ORDER  -  A
 BT2522  ELLP ORDER  -  FOURTH    CLASS I
 BT2522
 BT2522.The horizontal coordinates were established by GPS observations
 BT2522.and adjusted by the National Geodetic Survey in August 2005..
 BT2522
 BT2522.The orthometric height was determined by GPS observations and a
 BT2522.high-resolution geoid model.
 BT2522
 BT2522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2522
 BT2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2522
 BT2522.The ellipsoidal height was determined by GPS observations
 BT2522.and is referenced to NAD 83.
 BT2522
 BT2522.The geoid height was determined by GEOID03.
 BT2522
 BT2522;                    North         East     Units Scale Factor Converg.
 BT2522;SPC AL E     -   124,955.784   263,224.864   MT  1.00000928   +0 20 58.0
 BT2522;UTM  16      - 3,500,368.220   673,858.542   MT  0.99997281   +0 57 41.2
 BT2522
 BT2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2522!SPC AL E     -   0.99998034  x   1.00000928  =   0.99998962
 BT2522!UTM  16      -   0.99998034  x   0.99997281  =   0.99995315
 BT2522
 BT2522:                Primary Azimuth Mark                     Grid Az
 BT2522:SPC AL E     -  34 32                                    154 26 05.1
 BT2522:UTM  16      -  34 32                                    153 49 21.9
 BT2522
 BT2522|---------------------------------------------------------------------|
 BT2522| PID    Reference Object                     Distance      Geod. Az  |
 BT2522|                                                           dddmmss.s |
 BT2522| BT2521 34 32                               465.957 METERS 1544703.1 |
 BT2522|---------------------------------------------------------------------|
 BT2522
 BT2522                          SUPERSEDED SURVEY CONTROL
 BT2522
 BT2522  ELLIP H (07/29/02)  125.25   (m)                       GP(       ) 4 1
 BT2522  NAD 83(1992)-  31 37 31.25272(N)    085 10 00.89366(W) AD(       ) 1
 BT2522  ELLIP H (03/24/94)  125.24   (m)                       GP(       ) 4 1
 BT2522  NGVD 29 (05/23/94)  151.7    (m)          498.     (f) GPS OBS        
 BT2522
 BT2522.Superseded values are not recommended for survey control.
 BT2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2522.See file dsdata.txt to determine how the superseded data were derived.
 BT2522
 BT2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7385900368(NAD 83)
 BT2522_MARKER: DD = SURVEY DISK
 BT2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2522_SP_SET: CONCRETE POST
 BT2522_STAMPING: 34-33 1993
 BT2522_MARK LOGO: ALHD  
 BT2522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2522+STABILITY: SURFACE MOTION
 BT2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2522+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BT2522
 BT2522  HISTORY     - Date     Condition        Report By
 BT2522  HISTORY     - 1993     MONUMENTED       ALHD
 BT2522  HISTORY     - 20040412 GOOD             ALHD
 BT2522  HISTORY     - 20040624 GOOD             LOCSUR
 BT2522
 BT2522                          STATION DESCRIPTION
 BT2522
 BT2522'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2522'THE STATION IS IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF HENRY
 BT2522'COUNTY ROAD 57 ABOUT 6.00 MI (9.66 KM) NORTHEAST OF ABBEVILLE AND
 BT2522'ABOUT 15.05 MI (24.22 KM) NORTH OF HALEBURG.
 BT2522'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 95 NORTH
 BT2522'(MILEPOST 230.20 ON ALA 10 AND MILEPOST 36.29 ON ALA 95) IN
 BT2522'ABBEVILLE, DRIVE NORTHEAST ON ALA 95 FOR 1.70 MI (2.74 KM) TO
 BT2522'MILEPOST 38.00, HENRY COUNTY ROAD 46 RIGHT, AND HENRY COUNTY ROAD 47
 BT2522'RIGHT. TURN RIGHT ON HENRY COUNTY ROAD 46 AND DRIVE NORTHEAST FOR
 BT2522'4.95 MI (7.97 KM) TO A CROSSROADS WITH HENRY COUNTY ROAD 57 LEFT AND
 BT2522'RIGHT. TURN LEFT ON HENRY COUNTY ROAD 57 AND DRIVE NORTH FOR 0.70 MI
 BT2522'(1.13 KM) TO THE STATION ON THE LEFT.
 BT2522'THE STATION IS 3.2 FT (1.0 M) EAST-NORTHEAST OF A FOUR STRAND BARBED
 BT2522'WIRE FENCE ON OLD TREATED WOOD POSTS, 7.0 FT (2.1 M) NORTH OF THE
 BT2522'NORTH OF TWO OLD TEN-INCH GATE POSTS, 29.0 FT (8.8 M) NORTH-NORTHWEST
 BT2522'OF THE SOUTH OF TWO OLD TEN-INCH GATE POSTS, 29.4 FT (9.0 M)
 BT2522'WEST-SOUTHWEST OF THE CENTERLINE OF HENRY COUNTY ROAD 57, 30.1 FT
 BT2522'(9.2 M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL 11 BOC, 2.9 FT
 BT2522'(0.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2522'GROUND.
 BT2522'STATION 34-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2522
 BT2522                          STATION RECOVERY (2004)
 BT2522
 BT2522'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BT2522'RECOVERED IN GOOD CONDITION.
 BT2522
 BT2522                          STATION RECOVERY (2004)
 BT2522
 BT2522'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (DP)
 BT2522'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2523 ***********************************************************************
 BT2523  DESIGNATION -  34 34
 BT2523  PID         -  BT2523
 BT2523  STATE/COUNTY-  AL/HENRY
 BT2523  USGS QUAD   -  MIDLAND CITY (1981)
 BT2523
 BT2523                         *CURRENT SURVEY CONTROL
 BT2523  ___________________________________________________________________
 BT2523* NAD 83(1992)-  31 21 56.79347(N)    085 24 20.63605(W)     ADJUSTED  
 BT2523* NAVD 88     -       112.6    (meters)     369.     (feet)  GPS OBS   
 BT2523  ___________________________________________________________________
 BT2523  X           -     436,626.062 (meters)                     COMP
 BT2523  Y           -  -5,433,551.625 (meters)                     COMP
 BT2523  Z           -   3,300,633.285 (meters)                     COMP
 BT2523  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BT2523  ELLIP HEIGHT-          85.79  (meters)          (07/29/02) GPS OBS
 BT2523  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BT2523
 BT2523  HORZ ORDER  -  FIRST
 BT2523  ELLP ORDER  -  FOURTH    CLASS I
 BT2523
 BT2523.The horizontal coordinates were established by GPS observations
 BT2523.and adjusted by the National Geodetic Survey in March 1994..
 BT2523
 BT2523.The orthometric height was determined by GPS observations and a
 BT2523.high-resolution geoid model.
 BT2523
 BT2523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2523
 BT2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2523
 BT2523.The ellipsoidal height was determined by GPS observations
 BT2523.and is referenced to NAD 83.
 BT2523
 BT2523.The geoid height was determined by GEOID03.
 BT2523
 BT2523;                    North         East     Units Scale Factor Converg.
 BT2523;SPC AL E     -    96,062.300   240,679.566   MT  0.99998040   +0 13 21.2
 BT2523;UTM  16      - 3,471,238.408   651,623.457   MT  0.99988356   +0 49 47.9
 BT2523
 BT2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2523!SPC AL E     -   0.99998653  x   0.99998040  =   0.99996693
 BT2523!UTM  16      -   0.99998653  x   0.99988356  =   0.99987009
 BT2523
 BT2523                          SUPERSEDED SURVEY CONTROL
 BT2523
 BT2523  NGVD 29 (05/23/94)  112.6    (m)          369.     (f) GPS OBS        
 BT2523
 BT2523.Superseded values are not recommended for survey control.
 BT2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2523.See file dsdata.txt to determine how the superseded data were derived.
 BT2523
 BT2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5162371238(NAD 83)
 BT2523_MARKER: DD = SURVEY DISK
 BT2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2523_SP_SET: CONCRETE POST
 BT2523_STAMPING: 34-34 1993
 BT2523_MARK LOGO: ALHD  
 BT2523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2523+STABILITY: SURFACE MOTION
 BT2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2523+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2523
 BT2523  HISTORY     - Date     Condition        Report By
 BT2523  HISTORY     - 1993     MONUMENTED       ALHD
 BT2523
 BT2523                          STATION DESCRIPTION
 BT2523
 BT2523'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2523'THE STATION IS IN HENRY COUNTY ON THE SOUTH RIGHT OF WAY OF HENRY
 BT2523'COUNTY ROAD 16 ABOUT 3.70 MI (5.95 KM) WEST OF HEADLAND AND ABOUT
 BT2523'5.60 MI (9.01 KM) SOUTHWEST OF NEWVILLE.
 BT2523'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 173
 BT2523'(MILEPOST 26.29 ON U.S. 431 AND MILEPOST 0.00 ON ALA 173) IN
 BT2523'HEADLAND, DRIVE NORTHWEST ON ALA 173 FOR 2.40 MI (3.86 KM) TO
 BT2523'MILEPOST 2.40 AND HENRY COUNTY ROAD 16 LEFT.  TURN LEFT ON HENRY
 BT2523'COUNTY ROAD 16 AND DRIVE WEST FOR 1.85 MI (2.98 KM) TO A PAVED
 BT2523'CROSSROADS WITH HENRY COUNTY ROAD 83 LEFT AND RIGHT.  CONTINUE WEST
 BT2523'ON HENRY COUNTY ROAD 16 FOR 0.95 MI (1.53 KM) TO THE STATION ON THE
 BT2523'LEFT.
 BT2523'THE STATION IS 3.7 FT (1.1 M) NORTH OF A HOG WIRE FENCE WITH THREE
 BT2523'STRANDS OF BARBED WIRE ON OLD AND NEW TREATED WOOD POSTS, 14.0 FT
 BT2523'(4.3 M) SOUTHWEST OF THE TOP OF THE WEST END OF A TWENTY EIGHT-INCH
 BT2523'DRAINAGE PIPE UNDER A FIELD DRIVEWAY, 17.9 FT (5.5 M) WEST-NORTHWEST
 BT2523'OF THE WEST END OF A METAL GATE LEADING INTO A FIELD, 19.2 FT
 BT2523'(5.9 M) WEST OF THE CENTER OF A FIELD DRIVEWAY, 28.7 FT (8.7 M) WEST
 BT2523'OF THE EAST END OF A METAL GATE LEADING INTO A FIELD, 30.4 FT
 BT2523'(9.3 M) WEST OF TELEPHONE CABLE PEDESTAL P8, 3.8 FT (1.2 M) NORTH OF
 BT2523'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2523'STATION 34-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2524 ***********************************************************************
 BT2524  DESIGNATION -  34 35
 BT2524  PID         -  BT2524
 BT2524  STATE/COUNTY-  AL/HENRY
 BT2524  USGS QUAD   -  MIDLAND CITY (1981)
 BT2524
 BT2524                         *CURRENT SURVEY CONTROL
 BT2524  ___________________________________________________________________
 BT2524* NAD 83(1992)-  31 21 50.27932(N)    085 23 57.64760(W)     ADJUSTED  
 BT2524* NAVD 88     -       113.9    (meters)     374.     (feet)  GPS OBS   
 BT2524  ___________________________________________________________________
 BT2524  X           -     437,240.102 (meters)                     COMP
 BT2524  Y           -  -5,433,608.150 (meters)                     COMP
 BT2524  Z           -   3,300,462.665 (meters)                     COMP
 BT2524  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BT2524  ELLIP HEIGHT-          87.12  (meters)          (07/29/02) GPS OBS
 BT2524  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 BT2524
 BT2524  HORZ ORDER  -  FIRST
 BT2524  ELLP ORDER  -  FOURTH    CLASS I
 BT2524
 BT2524.The horizontal coordinates were established by GPS observations
 BT2524.and adjusted by the National Geodetic Survey in March 1994..
 BT2524
 BT2524.The orthometric height was determined by GPS observations and a
 BT2524.high-resolution geoid model.
 BT2524
 BT2524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2524
 BT2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2524
 BT2524.The ellipsoidal height was determined by GPS observations
 BT2524.and is referenced to NAD 83.
 BT2524
 BT2524.The geoid height was determined by GEOID03.
 BT2524
 BT2524;                    North         East     Units Scale Factor Converg.
 BT2524;SPC AL E     -    95,864.054   241,287.860   MT  0.99998102   +0 13 33.2
 BT2524;UTM  16      - 3,471,046.641   652,233.760   MT  0.99988585   +0 49 59.7
 BT2524
 BT2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2524!SPC AL E     -   0.99998632  x   0.99998102  =   0.99996734
 BT2524!UTM  16      -   0.99998632  x   0.99988585  =   0.99987217
 BT2524
 BT2524                          SUPERSEDED SURVEY CONTROL
 BT2524
 BT2524  NGVD 29 (05/23/94)  114.0    (m)          374.     (f) GPS OBS        
 BT2524
 BT2524.Superseded values are not recommended for survey control.
 BT2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2524.See file dsdata.txt to determine how the superseded data were derived.
 BT2524
 BT2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5223471047(NAD 83)
 BT2524_MARKER: DD = SURVEY DISK
 BT2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2524_SP_SET: CONCRETE POST
 BT2524_STAMPING: 34-35 1993
 BT2524_MARK LOGO: ALHD  
 BT2524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2524+STABILITY: SURFACE MOTION
 BT2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2524+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2524
 BT2524  HISTORY     - Date     Condition        Report By
 BT2524  HISTORY     - 1993     MONUMENTED       ALHD
 BT2524
 BT2524                          STATION DESCRIPTION
 BT2524
 BT2524'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2524'THE STATION IS IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF HENRY
 BT2524'COUNTY ROAD 3 ABOUT 3.40 MI (5.47 KM) WEST OF HEADLAND AND ABOUT 5.50
 BT2524'MI (8.85 KM) SOUTHWEST OF NEWVILLE.
 BT2524'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 173
 BT2524'(MILEPOST 26.29 ON U.S. 431 AND MILEPOST 0.00 ON ALA 173) IN
 BT2524'HEADLAND, DRIVE NORTHWEST ON ALA 173 FOR 2.40 MI (3.86 KM) TO
 BT2524'MILEPOST 2.35 AND HENRY COUNTY ROAD 16 LEFT.  TURN LEFT ON HENRY
 BT2524'COUNTY ROAD 16 AND DRIVE WEST FOR 1.85 MI (2.98 KM) TO A PAVED
 BT2524'CROSSROADS WITH HENRY COUNTY ROAD 83 LEFT AND RIGHT.  CONTINUE WEST
 BT2524'ON HENRY COUNTY ROAD 16 FOR 0.60 MI (0.97 KM) TO HENRY COUNTY ROAD 3
 BT2524'LEFT.  TURN LEFT ON HENRY COUNTY ROAD 3 AND DRIVE SOUTH FOR 0.15 MI
 BT2524'(0.24 KM) TO THE STATION ON THE RIGHT.
 BT2524'THE STATION IS 3.0 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH THREE
 BT2524'STRANDS OF BARBED WIRE ON OLD AND NEW TREATED WOOD POSTS, 36.9 FT
 BT2524'(11.2 M) WEST OF THE CENTERLINE OF HENRY COUNTY ROAD 3, 194.9 FT
 BT2524'(59.4 M) SOUTH-SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 2.9 FT
 BT2524'(0.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2524'GROUND.
 BT2524'STATION 34-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2525 ***********************************************************************
 BT2525  DESIGNATION -  34 36
 BT2525  PID         -  BT2525
 BT2525  STATE/COUNTY-  AL/HENRY
 BT2525  USGS QUAD   -  SIGMA (1970)
 BT2525
 BT2525                         *CURRENT SURVEY CONTROL
 BT2525  ___________________________________________________________________
 BT2525* NAD 83(1992)-  31 22 09.30086(N)    085 13 32.83331(W)     ADJUSTED  
 BT2525* NAVD 88     -        96.8    (meters)     318.     (feet)  GPS OBS   
 BT2525  ___________________________________________________________________
 BT2525  X           -     453,670.872 (meters)                     COMP
 BT2525  Y           -  -5,431,940.214 (meters)                     COMP
 BT2525  Z           -   3,300,953.936 (meters)                     COMP
 BT2525  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BT2525  ELLIP HEIGHT-          69.91  (meters)          (07/29/02) GPS OBS
 BT2525  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BT2525
 BT2525  HORZ ORDER  -  FIRST
 BT2525  ELLP ORDER  -  FOURTH    CLASS I
 BT2525
 BT2525.The horizontal coordinates were established by GPS observations
 BT2525.and adjusted by the National Geodetic Survey in March 1994..
 BT2525
 BT2525.The orthometric height was determined by GPS observations and a
 BT2525.high-resolution geoid model.
 BT2525
 BT2525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2525
 BT2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2525
 BT2525.The ellipsoidal height was determined by GPS observations
 BT2525.and is referenced to NAD 83.
 BT2525
 BT2525.The geoid height was determined by GEOID03.
 BT2525
 BT2525;                    North         East     Units Scale Factor Converg.
 BT2525;SPC AL E     -    96,528.002   257,796.668   MT  1.00000119   +0 18 58.6
 BT2525;UTM  16      - 3,471,885.512   668,733.403   MT  0.99995117   +0 55 25.6
 BT2525
 BT2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2525!SPC AL E     -   0.99998902  x   1.00000119  =   0.99999021
 BT2525!UTM  16      -   0.99998902  x   0.99995117  =   0.99994019
 BT2525
 BT2525:                Primary Azimuth Mark                     Grid Az
 BT2525:SPC AL E     -  34 37                                    001 07 07.0
 BT2525:UTM  16      -  34 37                                    000 30 40.0
 BT2525
 BT2525|---------------------------------------------------------------------|
 BT2525| PID    Reference Object                     Distance      Geod. Az  |
 BT2525|                                                           dddmmss.s |
 BT2525| BT2526 34 37                               412.724 METERS 0012605.6 |
 BT2525|---------------------------------------------------------------------|
 BT2525
 BT2525                          SUPERSEDED SURVEY CONTROL
 BT2525
 BT2525  ELLIP H (03/24/94)   69.92   (m)                       GP(       ) 4 1
 BT2525  NGVD 29 (05/23/94)   96.8    (m)          318.     (f) GPS OBS        
 BT2525
 BT2525.Superseded values are not recommended for survey control.
 BT2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2525.See file dsdata.txt to determine how the superseded data were derived.
 BT2525
 BT2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6873371886(NAD 83)
 BT2525_MARKER: DD = SURVEY DISK
 BT2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2525_SP_SET: CONCRETE POST
 BT2525_STAMPING: 34-36 1993
 BT2525_MARK LOGO: ALHD  
 BT2525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2525+STABILITY: SURFACE MOTION
 BT2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2525+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2525
 BT2525  HISTORY     - Date     Condition        Report By
 BT2525  HISTORY     - 1993     MONUMENTED       ALHD
 BT2525
 BT2525                          STATION DESCRIPTION
 BT2525
 BT2525'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2525'THE STATION IS IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF HENRY
 BT2525'COUNTY ROAD 55 ABOUT 7.00 MI (11.27 KM) EAST OF HEADLAND AND ABOUT
 BT2525'5.85 MI (9.41 KM) SOUTHWEST OF HALEBURG.
 BT2525'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 134
 BT2525'(MILEPOST 25.80 ON U.S. 431 AND MILEPOST 61.75 ON ALA 134) IN
 BT2525'HEADLAND, DRIVE EAST ON ALA 134 FOR 6.20 MI (9.98 KM) TO MILEPOST
 BT2525'67.95 AND HENRY COUNTY ROAD 55 LEFT AND RIGHT.  TURN LEFT ON HENRY
 BT2525'COUNTY ROAD 55 AND DRIVE NORTH FOR 0.95 MI (1.53 KM) TO HENRY COUNTY
 BT2525'ROAD 8 WEST AND THE STATION ON THE LEFT.
 BT2525'THE STATION IS 3.0 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH TWO
 BT2525'STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS, 37.2 FT (11.3 M)
 BT2525'WEST OF THE CENTERLINE OF HENRY COUNTY ROAD 55, 74.9 FT (22.8 M) SOUTH
 BT2525'OF AN OLD RUSTY MAILBOX ON A FOUR BY FOUR WOOD POST, 98.3 FT
 BT2525'(30.0 M) SOUTHWEST OF A TELEPHONE CABLE PEDESTAL P 28 ACROSS THE
 BT2525'ROAD, 98.8 FT (30.1 M) SOUTHWEST OF A BURIED CABLE SIGN ACROSS THE
 BT2525'ROAD, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH
 BT2525'WITH THE GROUND.
 BT2525'STATION 34-37 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2526 ***********************************************************************
 BT2526  DESIGNATION -  34 37
 BT2526  PID         -  BT2526
 BT2526  STATE/COUNTY-  AL/HENRY
 BT2526  USGS QUAD   -  SIGMA (1970)
 BT2526
 BT2526                         *CURRENT SURVEY CONTROL
 BT2526  ___________________________________________________________________
 BT2526* NAD 83(1992)-  31 22 22.69728(N)    085 13 32.44221(W)     ADJUSTED  
 BT2526* NAVD 88     -        95.8    (meters)     314.     (feet)  GPS OBS   
 BT2526  ___________________________________________________________________
 BT2526  X           -     453,663.227 (meters)                     COMP
 BT2526  Y           -  -5,431,724.492 (meters)                     COMP
 BT2526  Z           -   3,301,305.719 (meters)                     COMP
 BT2526  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BT2526  ELLIP HEIGHT-          68.95  (meters)          (07/29/02) GPS OBS
 BT2526  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT2526
 BT2526  HORZ ORDER  -  FIRST
 BT2526  ELLP ORDER  -  FOURTH    CLASS I
 BT2526
 BT2526.The horizontal coordinates were established by GPS observations
 BT2526.and adjusted by the National Geodetic Survey in March 1994..
 BT2526
 BT2526.The orthometric height was determined by GPS observations and a
 BT2526.high-resolution geoid model.
 BT2526
 BT2526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2526
 BT2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2526
 BT2526.The ellipsoidal height was determined by GPS observations
 BT2526.and is referenced to NAD 83.
 BT2526
 BT2526.The geoid height was determined by GEOID03.
 BT2526
 BT2526;                    North         East     Units Scale Factor Converg.
 BT2526;SPC AL E     -    96,940.647   257,804.725   MT  1.00000120   +0 18 58.9
 BT2526;UTM  16      - 3,472,298.200   668,737.084   MT  0.99995119   +0 55 26.2
 BT2526
 BT2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2526!SPC AL E     -   0.99998917  x   1.00000120  =   0.99999037
 BT2526!UTM  16      -   0.99998917  x   0.99995119  =   0.99994036
 BT2526
 BT2526:                Primary Azimuth Mark                     Grid Az
 BT2526:SPC AL E     -  34 36                                    181 07 06.9
 BT2526:UTM  16      -  34 36                                    180 30 39.6
 BT2526
 BT2526|---------------------------------------------------------------------|
 BT2526| PID    Reference Object                     Distance      Geod. Az  |
 BT2526|                                                           dddmmss.s |
 BT2526| BT2525 34 36                               412.724 METERS 1812605.8 |
 BT2526|---------------------------------------------------------------------|
 BT2526
 BT2526                          SUPERSEDED SURVEY CONTROL
 BT2526
 BT2526  ELLIP H (03/24/94)   68.96   (m)                       GP(       ) 4 1
 BT2526  NGVD 29 (05/23/94)   95.9    (m)          315.     (f) GPS OBS        
 BT2526
 BT2526.Superseded values are not recommended for survey control.
 BT2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2526.See file dsdata.txt to determine how the superseded data were derived.
 BT2526
 BT2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6873772298(NAD 83)
 BT2526_MARKER: DD = SURVEY DISK
 BT2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2526_SP_SET: CONCRETE POST
 BT2526_STAMPING: 34-37 1993
 BT2526_MARK LOGO: ALHD  
 BT2526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2526+STABILITY: SURFACE MOTION
 BT2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2526+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2526
 BT2526  HISTORY     - Date     Condition        Report By
 BT2526  HISTORY     - 1993     MONUMENTED       ALHD
 BT2526
 BT2526                          STATION DESCRIPTION
 BT2526
 BT2526'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2526'THE STATION IS IN HENRY COUNTY ON THE EAST RIGHT OF WAY OF HENRY
 BT2526'COUNTY ROAD 55 ABOUT 7.10 MI (11.43 KM) EAST OF HEADLAND AND ABOUT
 BT2526'5.65 MI (9.09 KM) SOUTHWEST OF HALEBURG.
 BT2526'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 134
 BT2526'(MILEPOST 25.80 ON U.S. 431 AND MILEPOST 61.75 ON ALA 134) IN
 BT2526'HEADLAND, DRIVE EAST ON ALA 134 FOR 6.20 MI (9.98 KM) TO MILEPOST
 BT2526'67.95 AND HENRY COUNTY ROAD 55 LEFT AND RIGHT.  TURN LEFT ON HENRY
 BT2526'COUNTY ROAD 55 AND DRIVE NORTH FOR 1.20 MI (1.93 KM) TO THE STATION
 BT2526'ON THE RIGHT.
 BT2526'THE STATION IS 2.9 FT (0.9 M) WEST OF A TWO STRAND ELECTRIC BARBED
 BT2526'WIRE FENCE ON TREATED WOOD POSTS, 36.0 FT (11.0 M) EAST OF THE
 BT2526'CENTERLINE OF HENRY COUNTY ROAD 55, 162.8 FT (49.6 M) NORTH OF A
 BT2526'POWER POLE, 2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS POST AND SET
 BT2526'FLUSH WITH THE GROUND.
 BT2526'STATION 34-36 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2381 ***********************************************************************
 BT2381  DESIGNATION -  34 4
 BT2381  PID         -  BT2381
 BT2381  STATE/COUNTY-  AL/HENRY
 BT2381  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT2381
 BT2381                         *CURRENT SURVEY CONTROL
 BT2381  ___________________________________________________________________
 BT2381* NAD 83(1992)-  31 41 20.58988(N)    085 16 45.86658(W)     ADJUSTED  
 BT2381* NAVD 88     -       156.8    (meters)     514.     (feet)  GPS OBS   
 BT2381  ___________________________________________________________________
 BT2381  X           -     447,065.411 (meters)                     COMP
 BT2381  Y           -  -5,413,933.825 (meters)                     COMP
 BT2381  Z           -   3,331,210.681 (meters)                     COMP
 BT2381  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BT2381  ELLIP HEIGHT-         130.63  (meters)          (07/29/02) GPS OBS
 BT2381  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BT2381
 BT2381  HORZ ORDER  -  FIRST
 BT2381  ELLP ORDER  -  FOURTH    CLASS I
 BT2381
 BT2381.The horizontal coordinates were established by GPS observations
 BT2381.and adjusted by the National Geodetic Survey in December 1992..
 BT2381
 BT2381.The orthometric height was determined by GPS observations and a
 BT2381.high-resolution geoid model.
 BT2381
 BT2381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2381
 BT2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2381
 BT2381.The ellipsoidal height was determined by GPS observations
 BT2381.and is referenced to NAD 83.
 BT2381
 BT2381.The geoid height was determined by GEOID03.
 BT2381
 BT2381;                    North         East     Units Scale Factor Converg.
 BT2381;SPC AL E     -   131,959.681   252,516.346   MT  0.99999400   +0 17 27.6
 BT2381;UTM  16      - 3,507,256.887   663,076.315   MT  0.99992800   +0 54 14.6
 BT2381
 BT2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2381!SPC AL E     -   0.99997949  x   0.99999400  =   0.99997349
 BT2381!UTM  16      -   0.99997949  x   0.99992800  =   0.99990749
 BT2381
 BT2381                          SUPERSEDED SURVEY CONTROL
 BT2381
 BT2381  ELLIP H (12/04/92)  130.58   (m)                       GP(       ) 4 1
 BT2381  NAD 83(1986)-  31 41 20.59628(N)    085 16 45.86417(W) AD(       ) 1
 BT2381  NGVD 29 (12/04/92)  156.9    (m)          515.     (f) GPS OBS        
 BT2381
 BT2381.Superseded values are not recommended for survey control.
 BT2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2381.See file dsdata.txt to determine how the superseded data were derived.
 BT2381
 BT2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6307607257(NAD 83)
 BT2381_MARKER: DD = SURVEY DISK
 BT2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2381_SP_SET: CONCRETE POST
 BT2381_STAMPING: 34-4 1991
 BT2381_MARK LOGO: ALHD  
 BT2381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2381+STABILITY: SURFACE MOTION
 BT2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2381+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1993
 BT2381
 BT2381  HISTORY     - Date     Condition        Report By
 BT2381  HISTORY     - 1991     MONUMENTED       ALHD
 BT2381  HISTORY     - 19930406 GOOD             ALHD
 BT2381
 BT2381                          STATION DESCRIPTION
 BT2381
 BT2381'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2381'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF U.S. 431, ABOUT
 BT2381'8.20 MI (13.20 KM) NORTH-NORTHWEST OF ABBEVILLE AND ABOUT 16.45 MI
 BT2381'(26.47 KM) SOUTHEAST OF CLAYTON.
 BT2381'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 10 (MILE
 BT2381'POST 45.20 ON U.S. 431 AND MILE POST 227.90 ON ALA 10) IN ABBEVILLE,
 BT2381'DRIVE NORTH ON U.S. 431 FOR 7.00 MI (11.27 KM) TO MILE POST 52.40,
 BT2381'HENRY COUNTY ROAD NO. 81 LEFT AND RIGHT AND THE STATION ON THE LEFT
 BT2381'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 BT2381'THE STATION IS 99.0 FT (30.2 M) WEST OF THE CENTERLINE OF THE SOUTH
 BT2381'BOUND LANES OF U.S. 431, 101.0 FT (30.8 M) SOUTH-SOUTHEAST OF THE
 BT2381'CENTERLINE OF HENRY COUNTY ROAD NO. 81, 2.0 FT (0.6 M) NORTHEAST OF A
 BT2381'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2381'STATION 34-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2381
 BT2381                          STATION RECOVERY (1993)
 BT2381
 BT2381'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2381'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF U.S. 431, ABOUT
 BT2381'8.20 MI (13.20 KM) NORTH-NORTHWEST OF ABBEVILLE AND ABOUT 16.45 MI
 BT2381'(26.47 KM) SOUTHEAST OF CLAYTON.
 BT2381'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 10 (MILE
 BT2381'POST 45.20 ON U.S. 431 AND MILE POST 227.90 ON ALA 10) IN ABBEVILLE,
 BT2381'DRIVE NORTH ON U.S. 431 FOR 7.00 MI (11.27 KM) TO MILE POST 52.40,
 BT2381'HENRY COUNTY ROAD NO. 81 LEFT AND RIGHT AND THE STATION ON THE LEFT
 BT2381'IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 BT2381'THE STATION IS 99.0 FT (30.2 M) WEST OF THE CENTERLINE OF THE SOUTH
 BT2381'BOUND LANES OF U.S. 431, 101.0 FT (30.8 M) SOUTH-SOUTHEAST OF THE
 BT2381'CENTERLINE OF HENRY COUNTY ROAD NO. 81, 2.0 FT (0.6 M) NORTHEAST OF A
 BT2381'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2381'STATION 34-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2382 ***********************************************************************
 BT2382  DESIGNATION -  34 5
 BT2382  PID         -  BT2382
 BT2382  STATE/COUNTY-  AL/HENRY
 BT2382  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT2382
 BT2382                         *CURRENT SURVEY CONTROL
 BT2382  ___________________________________________________________________
 BT2382* NAD 83(1992)-  31 42 04.99683(N)    085 16 39.44945(W)     ADJUSTED  
 BT2382* NAVD 88     -       164.2    (meters)     539.     (feet)  GPS OBS   
 BT2382  ___________________________________________________________________
 BT2382  X           -     447,175.202 (meters)                     COMP
 BT2382  Y           -  -5,413,210.037 (meters)                     COMP
 BT2382  Z           -   3,332,378.379 (meters)                     COMP
 BT2382  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BT2382  ELLIP HEIGHT-         138.08  (meters)          (07/29/02) GPS OBS
 BT2382  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BT2382
 BT2382  HORZ ORDER  -  FIRST
 BT2382  ELLP ORDER  -  FOURTH    CLASS I
 BT2382
 BT2382.The horizontal coordinates were established by GPS observations
 BT2382.and adjusted by the National Geodetic Survey in December 1992..
 BT2382
 BT2382.The orthometric height was determined by GPS observations and a
 BT2382.high-resolution geoid model.
 BT2382
 BT2382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2382
 BT2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2382
 BT2382.The ellipsoidal height was determined by GPS observations
 BT2382.and is referenced to NAD 83.
 BT2382
 BT2382.The geoid height was determined by GEOID03.
 BT2382
 BT2382;                    North         East     Units Scale Factor Converg.
 BT2382;SPC AL E     -   133,328.267   252,678.377   MT  0.99999421   +0 17 31.3
 BT2382;UTM  16      - 3,508,627.039   663,223.680   MT  0.99992859   +0 54 19.1
 BT2382
 BT2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2382!SPC AL E     -   0.99997832  x   0.99999421  =   0.99997253
 BT2382!UTM  16      -   0.99997832  x   0.99992859  =   0.99990691
 BT2382
 BT2382                          SUPERSEDED SURVEY CONTROL
 BT2382
 BT2382  ELLIP H (12/04/92)  138.03   (m)                       GP(       ) 4 1
 BT2382  NAD 83(1986)-  31 42 05.00323(N)    085 16 39.44699(W) AD(       ) 1
 BT2382  NGVD 29 (12/04/92)  164.3    (m)          539.     (f) GPS OBS        
 BT2382
 BT2382.Superseded values are not recommended for survey control.
 BT2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2382.See file dsdata.txt to determine how the superseded data were derived.
 BT2382
 BT2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6322408627(NAD 83)
 BT2382_MARKER: DD = SURVEY DISK
 BT2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2382_SP_SET: CONCRETE POST
 BT2382_STAMPING: 34-5 1991
 BT2382_MARK LOGO: ALHD  
 BT2382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2382+STABILITY: SURFACE MOTION
 BT2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2382+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2382
 BT2382  HISTORY     - Date     Condition        Report By
 BT2382  HISTORY     - 1991     MONUMENTED       ALHD
 BT2382
 BT2382                          STATION DESCRIPTION
 BT2382
 BT2382'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2382'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF U.S. 431, ABOUT
 BT2382'9.00 MI (14.48 KM) NORTH-NORTHWEST OF ABBEVILLE AND ABOUT 15.80 MI
 BT2382'(25.43 KM) SOUTHEAST OF CLAYTON.
 BT2382'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 10 (MILE
 BT2382'POST 45.20 ON U.S. 431 AND MILE POST 227.90 ON ALA 10) IN ABBEVILLE,
 BT2382'DRIVE NORTH ON U.S. 431 FOR 7.85 MI (12.63 KM) TO MILE POST 53.25 AND
 BT2382'THE STATION ON THE LEFT.
 BT2382'THE STATION IS 66.5 FT (20.3 M) NORTHWEST OF A SIDE ROAD SIGN, 78.0 FT
 BT2382'(23.8 M) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 431,
 BT2382'102.0 FT (31.1 M) NORTH-NORTHEAST OF A TELEPHONE CABLE POLE, 111.1 FT
 BT2382'(33.9 M) SOUTH OF A POWER AND CABLE POLE, 112.3 FT (34.2 M) SOUTH OF
 BT2382'A CONCRETE RIGHT OF WAY MARKER 180 FT (54.9 M) 366 + 00 PROJECTING
 BT2382'SIX-INCHES, 113.0 FT (34.4 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO.
 BT2382'97, ABOUT 300 FT (91.4 M) SOUTH OF THE CENTER OF HENRY COUNTY ROAD
 BT2382'NO. 31, 2.2 FT (0.7 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST,
 BT2382'AND SET FLUSH WITH THE GROUND.
 BT2382'STATION 34-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2383 ***********************************************************************
 BT2383  DESIGNATION -  34 6
 BT2383  PID         -  BT2383
 BT2383  STATE/COUNTY-  AL/HENRY
 BT2383  USGS QUAD   -  FORT GAINES NW (1980)
 BT2383
 BT2383                         *CURRENT SURVEY CONTROL
 BT2383  ___________________________________________________________________
 BT2383* NAD 83(1992)-  31 43 36.06365(N)    085 08 58.59929(W)     ADJUSTED  
 BT2383* NAVD 88     -       113.6    (meters)     373.     (feet)  GPS OBS   
 BT2383  ___________________________________________________________________
 BT2383  X           -     459,140.297 (meters)                     COMP
 BT2383  Y           -  -5,410,685.208 (meters)                     COMP
 BT2383  Z           -   3,334,737.846 (meters)                     COMP
 BT2383  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BT2383  ELLIP HEIGHT-          87.37  (meters)          (07/29/02) GPS OBS
 BT2383  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BT2383
 BT2383  HORZ ORDER  -  FIRST
 BT2383  ELLP ORDER  -  FOURTH    CLASS I
 BT2383
 BT2383.The horizontal coordinates were established by GPS observations
 BT2383.and adjusted by the National Geodetic Survey in September 1997..
 BT2383
 BT2383.The orthometric height was determined by GPS observations and a
 BT2383.high-resolution geoid model.
 BT2383
 BT2383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2383
 BT2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2383
 BT2383.The ellipsoidal height was determined by GPS observations
 BT2383.and is referenced to NAD 83.
 BT2383
 BT2383.The geoid height was determined by GEOID03.
 BT2383
 BT2383;                    North         East     Units Scale Factor Converg.
 BT2383;SPC AL E     -   136,202.126   264,796.095   MT  1.00001176   +0 21 34.4
 BT2383;UTM  16      - 3,511,630.336   675,309.338   MT  0.99997905   +0 58 23.9
 BT2383
 BT2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2383!SPC AL E     -   0.99998628  x   1.00001176  =   0.99999804
 BT2383!UTM  16      -   0.99998628  x   0.99997905  =   0.99996533
 BT2383
 BT2383:                Primary Azimuth Mark                     Grid Az
 BT2383:SPC AL E     -  34 7                                     087 06 52.2
 BT2383:UTM  16      -  34 7                                     086 30 02.7
 BT2383
 BT2383|---------------------------------------------------------------------|
 BT2383| PID    Reference Object                     Distance      Geod. Az  |
 BT2383|                                                           dddmmss.s |
 BT2383| BT2384 34 7                                488.444 METERS 0872826.6 |
 BT2383|---------------------------------------------------------------------|
 BT2383
 BT2383                          SUPERSEDED SURVEY CONTROL
 BT2383
 BT2383  NAD 83(1992)-  31 43 36.06377(N)    085 08 58.60012(W) AD(       ) 1
 BT2383  ELLIP H (12/04/92)   87.32   (m)                       GP(       ) 4 1
 BT2383  NAD 83(1986)-  31 43 36.06952(N)    085 08 58.59566(W) AD(       ) 1
 BT2383  NGVD 29 (12/04/92)  113.7    (m)          373.     (f) GPS OBS        
 BT2383
 BT2383.Superseded values are not recommended for survey control.
 BT2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2383.See file dsdata.txt to determine how the superseded data were derived.
 BT2383
 BT2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7530911630(NAD 83)
 BT2383_MARKER: DD = SURVEY DISK
 BT2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2383_SP_SET: CONCRETE POST
 BT2383_STAMPING: 34-6 1991
 BT2383_MARK LOGO: ALHD  
 BT2383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2383+STABILITY: SURFACE MOTION
 BT2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2383+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2383
 BT2383  HISTORY     - Date     Condition        Report By
 BT2383  HISTORY     - 1991     MONUMENTED       ALHD
 BT2383
 BT2383                          STATION DESCRIPTION
 BT2383
 BT2383'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2383'THE STATION IS LOCATED IN HENRY COUNTY ON THE SOUTH RIGHT OF WAY OF A
 BT2383'GRADED COUNTY ROAD, ABOUT 11.40 MI (18.35 KM) SOUTH OF EUFAULA AND
 BT2383'ABOUT 12.10 MI (19.47 KM) NORTHEAST OF ABBEVILLE.
 BT2383'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 10 (MILE
 BT2383'POST 227.90 ON ALA 10 AND MILE POST 45.40 ON U.S. 431) IN ABBEVILLE,
 BT2383'DRIVE EAST ON ALA 10 FOR 2.30 MI (3.70 KM) TO MILE POST 230.20 ON ALA
 BT2383'10 AND ALA 95 NORTH ON THE LEFT AT MILE POST 36.30 ON ALA 95, TURN
 BT2383'LEFT ON ALA 95 NORTH AND DRIVE NORTH FOR 13.20 MI (21.24 KM) TO MILE
 BT2383'POST 49.50 AND HENRY COUNTY ROAD NO. 52 ON THE RIGHT, TURN RIGHT ON
 BT2383'HENRY COUNTY ROAD NO. 52 AND DRIVE EAST FOR 0.75 MI (1.21 KM) TO A
 BT2383'T-INTERSECTION WITH HENRY COUNTY ROAD NO. 97 LEFT AND RIGHT, TURN
 BT2383'RIGHT ON HENRY COUNTY ROAD NO. 97 AND DRIVE SOUTH FOR 0.55 MI
 BT2383'(0.89 KM) TO A GRADED COUNTY ROAD AND THE STATION ON THE LEFT.
 BT2383'THE STATION IS 6.3 FT (1.9 M) NORTH-NORTHWEST OF A HOG WIRE FENCE WITH
 BT2383'TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 21.7 FT (6.6 M)
 BT2383'NORTHEAST OF A LARGE FENCE CORNER POST, 23.0 FT (7.0 M)
 BT2383'SOUTH-SOUTHEAST OF THE CENTER OF THE GRADED COUNTY ROAD, 40.4 FT
 BT2383'(12.3 M) SOUTHEAST OF A WHITE CARSONITE WATER VALVE MARKER, 58.7 FT
 BT2383'(17.9 M) SOUTHEAST OF A 5 FT (1.5 M) X 7 FT (2.1 M) CONCRETE VALVE
 BT2383'BOX, 67.0 FT (20.4 M) EAST-NORTHEAST OF THE CENTER OF HENRY COUNTY
 BT2383'ROAD NO. 97, 6.1 FT (1.9 M) NORTH OF A CARSONITE WITNESS POST, AND
 BT2383'SET FLUSH WITH THE GROUND.
 BT2383'STATION 34-7 1991 MAY BE USED AS AN AZIMUTH FOR THED AS AN AZIMUTH FOR
 BT2383'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2384 ***********************************************************************
 BT2384  DESIGNATION -  34 7
 BT2384  PID         -  BT2384
 BT2384  STATE/COUNTY-  AL/HENRY
 BT2384  USGS QUAD   -  FORT GAINES NW (1980)
 BT2384
 BT2384                         *CURRENT SURVEY CONTROL
 BT2384  ___________________________________________________________________
 BT2384* NAD 83(1992)-  31 43 36.76218(N)    085 08 40.06338(W)     ADJUSTED  
 BT2384* NAVD 88     -       112.8    (meters)     370.     (feet)  GPS OBS   
 BT2384  ___________________________________________________________________
 BT2384  X           -     459,625.511 (meters)                     COMP
 BT2384  Y           -  -5,410,631.999 (meters)                     COMP
 BT2384  Z           -   3,334,755.742 (meters)                     COMP
 BT2384  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BT2384  ELLIP HEIGHT-          86.60  (meters)          (07/29/02) GPS OBS
 BT2384  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BT2384
 BT2384  HORZ ORDER  -  FIRST
 BT2384  ELLP ORDER  -  FOURTH    CLASS I
 BT2384
 BT2384.The horizontal coordinates were established by GPS observations
 BT2384.and adjusted by the National Geodetic Survey in September 1997..
 BT2384
 BT2384.The orthometric height was determined by GPS observations and a
 BT2384.high-resolution geoid model.
 BT2384
 BT2384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2384
 BT2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2384
 BT2384.The ellipsoidal height was determined by GPS observations
 BT2384.and is referenced to NAD 83.
 BT2384
 BT2384.The geoid height was determined by GEOID03.
 BT2384
 BT2384;                    North         East     Units Scale Factor Converg.
 BT2384;SPC AL E     -   136,226.715   265,283.925   MT  1.00001254   +0 21 44.2
 BT2384;UTM  16      - 3,511,660.148   675,796.861   MT  0.99998116   +0 58 33.7
 BT2384
 BT2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2384!SPC AL E     -   0.99998640  x   1.00001254  =   0.99999894
 BT2384!UTM  16      -   0.99998640  x   0.99998116  =   0.99996756
 BT2384
 BT2384:                Primary Azimuth Mark                     Grid Az
 BT2384:SPC AL E     -  34 6                                     267 06 52.1
 BT2384:UTM  16      -  34 6                                     266 30 02.6
 BT2384
 BT2384|---------------------------------------------------------------------|
 BT2384| PID    Reference Object                     Distance      Geod. Az  |
 BT2384|                                                           dddmmss.s |
 BT2384| BT2383 34 6                                488.444 METERS 2672836.3 |
 BT2384|---------------------------------------------------------------------|
 BT2384
 BT2384                          SUPERSEDED SURVEY CONTROL
 BT2384
 BT2384  NAD 83(1992)-  31 43 36.76231(N)    085 08 40.06422(W) AD(       ) 1
 BT2384  ELLIP H (12/04/92)   86.55   (m)                       GP(       ) 4 1
 BT2384  NAD 83(1986)-  31 43 36.76805(N)    085 08 40.05975(W) AD(       ) 1
 BT2384  NGVD 29 (12/04/92)  112.9    (m)          370.     (f) GPS OBS        
 BT2384
 BT2384.Superseded values are not recommended for survey control.
 BT2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2384.See file dsdata.txt to determine how the superseded data were derived.
 BT2384
 BT2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7579711660(NAD 83)
 BT2384_MARKER: DD = SURVEY DISK
 BT2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2384_SP_SET: CONCRETE POST
 BT2384_STAMPING: 34-7 1991
 BT2384_MARK LOGO: ALHD  
 BT2384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2384+STABILITY: SURFACE MOTION
 BT2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2384+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2384
 BT2384  HISTORY     - Date     Condition        Report By
 BT2384  HISTORY     - 1991     MONUMENTED       ALHD
 BT2384
 BT2384                          STATION DESCRIPTION
 BT2384
 BT2384'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2384'THE STATION IS LOCATED IN HENRY COUNTY ON THE NORTH RIGHT OF WAY OF A
 BT2384'GRADED COUNTY ROAD, ABOUT 11.30 MI (18.19 KM) SOUTH OF EUFAULA AND
 BT2384'ABOUT 12.25 MI (19.71 KM) NORTHEAST OF ABBEVILLE.
 BT2384'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 10 (MILE
 BT2384'POST 227.90 ON ALA 10 AND MILE POST 45.40 ON U.S. 431) IN ABBEVILLE,
 BT2384'DRIVE EAST ON ALA 10 FOR 2.30 MI (3.70 KM) TO MILE POST 230.20 ON ALA
 BT2384'10 AND ALA 95 NORTH ON THE LEFT AT MILE POST 36.30 ON ALA 95, TURN
 BT2384'LEFT ON ALA 95 NORTH AND DRIVE NORTH FOR 13.20 MI (21.24 KM) TO MILE
 BT2384'POST 49.50 AND HENRY COUNTY ROAD NO. 52 ON THE RIGHT, TURN RIGHT ON
 BT2384'HENRY COUNTY ROAD NO. 52 AND DRIVE EAST FOR 0.75 MI (1.21 KM) TO A
 BT2384'T-INTERSECTION WITH HENRY COUNTY ROAD NO. 97 LEFT AND RIGHT, TURN
 BT2384'RIGHT ON HENRY COUNTY ROAD NO. 97 AND DRIVE SOUTH FOR 0.55 MI
 BT2384'(0.89 KM) TO A GRADED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE
 BT2384'GRADED COUNTY ROAD AND DRIVE EAST FOR 0.35 MI (0.56 KM) TO THE
 BT2384'STATION ON THE LEFT.
 BT2384'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A SINGLE STRAND ELECTRIC FENCE
 BT2384'ON STEEL POSTS, 19.0 FT (5.8 M) NORTH OF THE CENTER OF THE GRADED
 BT2384'COUNTY ROAD, 86.4 FT (26.3 M) NORTHEAST OF AN ANGLE POWER POLE ACROSS
 BT2384'THE GRADED COUNTY ROAD, 2.7 FT (0.8 M) SOUTH OF A CARSONITE WITNESS
 BT2384'POST, AND SET FLUSH WITH THE GROUND.
 BT2384'STATION 34-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2497 ***********************************************************************
 BT2497  DESIGNATION -  34 8
 BT2497  PID         -  BT2497
 BT2497  STATE/COUNTY-  AL/HENRY
 BT2497  USGS QUAD   -  SIGMA (1970)
 BT2497
 BT2497                         *CURRENT SURVEY CONTROL
 BT2497  ___________________________________________________________________
 BT2497* NAD 83(1992)-  31 18 32.99975(N)    085 12 29.63538(W)     ADJUSTED  
 BT2497* NAVD 88     -        86.5    (meters)     284.     (feet)  GPS OBS   
 BT2497  ___________________________________________________________________
 BT2497  X           -     455,623.843 (meters)                     COMP
 BT2497  Y           -  -5,435,244.778 (meters)                     COMP
 BT2497  Z           -   3,295,258.565 (meters)                     COMP
 BT2497  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BT2497  ELLIP HEIGHT-          59.42  (meters)          (07/29/02) GPS OBS
 BT2497  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BT2497
 BT2497  HORZ ORDER  -  FIRST
 BT2497  ELLP ORDER  -  FOURTH    CLASS I
 BT2497
 BT2497.The horizontal coordinates were established by GPS observations
 BT2497.and adjusted by the National Geodetic Survey in March 1994..
 BT2497
 BT2497.The orthometric height was determined by GPS observations and a
 BT2497.high-resolution geoid model.
 BT2497
 BT2497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2497
 BT2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2497
 BT2497.The ellipsoidal height was determined by GPS observations
 BT2497.and is referenced to NAD 83.
 BT2497
 BT2497.The geoid height was determined by GEOID03.
 BT2497
 BT2497;                    North         East     Units Scale Factor Converg.
 BT2497;SPC AL E     -    89,875.644   259,504.529   MT  1.00000366   +0 19 29.4
 BT2497;UTM  16      - 3,465,251.936   670,511.559   MT  0.99995862   +0 55 52.8
 BT2497
 BT2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2497!SPC AL E     -   0.99999067  x   1.00000366  =   0.99999433
 BT2497!UTM  16      -   0.99999067  x   0.99995862  =   0.99994929
 BT2497
 BT2497:                Primary Azimuth Mark                     Grid Az
 BT2497:SPC AL E     -  34 9                                     356 18 26.9
 BT2497:UTM  16      -  34 9                                     355 42 03.5
 BT2497
 BT2497|---------------------------------------------------------------------|
 BT2497| PID    Reference Object                     Distance      Geod. Az  |
 BT2497|                                                           dddmmss.s |
 BT2497| BT2498 34 9                                432.961 METERS 3563756.3 |
 BT2497|---------------------------------------------------------------------|
 BT2497
 BT2497                          SUPERSEDED SURVEY CONTROL
 BT2497
 BT2497  ELLIP H (03/24/94)   59.44   (m)                       GP(       ) 4 1
 BT2497  NGVD 29 (05/23/94)   86.6    (m)          284.     (f) GPS OBS        
 BT2497
 BT2497.Superseded values are not recommended for survey control.
 BT2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2497.See file dsdata.txt to determine how the superseded data were derived.
 BT2497
 BT2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7051265252(NAD 83)
 BT2497_MARKER: DD = SURVEY DISK
 BT2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2497_SP_SET: CONCRETE POST
 BT2497_STAMPING: 34-8 1993
 BT2497_MARK LOGO: ALHD  
 BT2497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2497+STABILITY: SURFACE MOTION
 BT2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2497+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2497
 BT2497  HISTORY     - Date     Condition        Report By
 BT2497  HISTORY     - 1993     MONUMENTED       ALHD
 BT2497
 BT2497                          STATION DESCRIPTION
 BT2497
 BT2497'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2497'THE STATION IS IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 BT2497'COUNTY ROAD, ABOUT 8.40 MI (13.52 KM) EAST OF HEADLAND AND ABOUT 7.90
 BT2497'MI (12.71 KM) SOUTHWEST OF HALEBURG.
 BT2497'TO REACH THE STATION FROM THE JUNCTION OF ALA 134 AND U.S. 431
 BT2497'(MILEPOST 61.75 ON ALA 134 AND MILEPOST 25.80 ON U.S. 431) IN
 BT2497'HEADLAND, DRIVE EAST ON ALA 134 FOR 6.25 MI (10.06 KM) TO MILEPOST
 BT2497'67.95 AND HENRY COUNTY ROAD 55 LEFT AND RIGHT.  TURN RIGHT ON HENRY
 BT2497'COUNTY ROAD 55 AND DRIVE SOUTH FOR 2.05 MI (3.30 KM) TO A PAVED
 BT2497'COUNTY ROAD LEFT.  TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE EAST
 BT2497'FOR 1.30 MI (2.09 KM) TO A PAVED COUNTY ROAD RIGHT.  TURN RIGHT ON
 BT2497'THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 1.00 MI (1.61 KM) TO THE
 BT2497'STATION ON THE RIGHT AT A CEMETERY.
 BT2497'THE STATION IS 24.8 FT (7.6 M) WEST OF THE TOP OF THE SOUTH END OF A
 BT2497'FIFTEEN-INCH CONCRETE DRAINAGE PIPE UNDER A DRIVEWAY LEADING INTO A
 BT2497'CEMETERY, 22.5 FT (6.9 M) SOUTH OF THE SOUTHWEST CORNER OF A CONCRETE
 BT2497'BARRIER AROUND CECIL AND LESTER HARRIS GRAVES, 24.2 FT (7.4 M)
 BT2497'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE BARRIER AROUND
 BT2497'CECIL AND LESTER HARRIS GRAVES, 26.0 FT (7.9 M) SOUTH-SOUTHEAST OF
 BT2497'THE SOUTHEAST CORNER OF FRANKLIN JAMES WHITAKERS GRAVE, 31.7 FT
 BT2497'(9.7 M) SOUTHWEST OF THE TOP OF THE NORTH END OF A FIFTEEN-INCH
 BT2497'CONCRETE DRAINAGE PIPE UNDER A DRIVEWAY LEADING INTO A CEMETERY, 1.9
 BT2497'FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2497'GROUND.
 BT2497'STATION 34-9 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2498 ***********************************************************************
 BT2498  DESIGNATION -  34 9
 BT2498  PID         -  BT2498
 BT2498  STATE/COUNTY-  AL/HENRY
 BT2498  USGS QUAD   -  SIGMA (1970)
 BT2498
 BT2498                         *CURRENT SURVEY CONTROL
 BT2498  ___________________________________________________________________
 BT2498* NAD 83(1992)-  31 18 47.03330(N)    085 12 30.59725(W)     ADJUSTED  
 BT2498* NAVD 88     -        82.2    (meters)     270.     (feet)  GPS OBS   
 BT2498  ___________________________________________________________________
 BT2498  X           -     455,579.433 (meters)                     COMP
 BT2498  Y           -  -5,435,019.469 (meters)                     COMP
 BT2498  Z           -   3,295,625.635 (meters)                     COMP
 BT2498  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 BT2498  ELLIP HEIGHT-          55.19  (meters)          (07/29/02) GPS OBS
 BT2498  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT2498
 BT2498  HORZ ORDER  -  FIRST
 BT2498  ELLP ORDER  -  FOURTH    CLASS I
 BT2498
 BT2498.The horizontal coordinates were established by GPS observations
 BT2498.and adjusted by the National Geodetic Survey in March 1994..
 BT2498
 BT2498.The orthometric height was determined by GPS observations and a
 BT2498.high-resolution geoid model.
 BT2498
 BT2498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2498
 BT2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2498
 BT2498.The ellipsoidal height was determined by GPS observations
 BT2498.and is referenced to NAD 83.
 BT2498
 BT2498.The geoid height was determined by GEOID03.
 BT2498
 BT2498;                    North         East     Units Scale Factor Converg.
 BT2498;SPC AL E     -    90,307.708   259,476.645   MT  1.00000362   +0 19 29.1
 BT2498;UTM  16      - 3,465,683.661   670,479.104   MT  0.99995848   +0 55 52.7
 BT2498
 BT2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2498!SPC AL E     -   0.99999133  x   1.00000362  =   0.99999495
 BT2498!UTM  16      -   0.99999133  x   0.99995848  =   0.99994981
 BT2498
 BT2498:                Primary Azimuth Mark                     Grid Az
 BT2498:SPC AL E     -  34 8                                     176 18 26.7
 BT2498:UTM  16      -  34 8                                     175 42 03.1
 BT2498
 BT2498|---------------------------------------------------------------------|
 BT2498| PID    Reference Object                     Distance      Geod. Az  |
 BT2498|                                                           dddmmss.s |
 BT2498| BT2497 34 8                                432.961 METERS 1763755.8 |
 BT2498|---------------------------------------------------------------------|
 BT2498
 BT2498                          SUPERSEDED SURVEY CONTROL
 BT2498
 BT2498  ELLIP H (03/24/94)   55.20   (m)                       GP(       ) 4 1
 BT2498  NGVD 29 (05/23/94)   82.3    (m)          270.     (f) GPS OBS        
 BT2498
 BT2498.Superseded values are not recommended for survey control.
 BT2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2498.See file dsdata.txt to determine how the superseded data were derived.
 BT2498
 BT2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7047965684(NAD 83)
 BT2498_MARKER: DD = SURVEY DISK
 BT2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2498_SP_SET: CONCRETE POST
 BT2498_STAMPING: 34-9 1993
 BT2498_MARK LOGO: ALHD  
 BT2498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2498+STABILITY: SURFACE MOTION
 BT2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2498+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2498
 BT2498  HISTORY     - Date     Condition        Report By
 BT2498  HISTORY     - 1993     MONUMENTED       ALHD
 BT2498
 BT2498                          STATION DESCRIPTION
 BT2498
 BT2498'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2498'THE STATION IS IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 BT2498'COUNTY ROAD ABOUT 8.30 MI (13.36 KM) EAST OF HEADLAND AND ABOUT 7.70
 BT2498'MI (12.39 KM) SOUTHWEST OF HALEBURG.
 BT2498'TO REACH THE STATION FROM THE JUNCTION OF ALA 134 AND U.S. 431
 BT2498'(MILEPOST 61.75 ON ALA 134 AND MILEPOST 25.80 ON U.S. 431) IN
 BT2498'HEADLAND, DRIVE EAST ON ALA 134 FOR 6.25 MI (10.06 KM) TO MILEPOST
 BT2498'67.95 AND HENRY COUNTY ROAD 55 LEFT AND RIGHT.  TURN RIGHT ON HENRY
 BT2498'COUNTY ROAD 55 AND DRIVE SOUTH FOR 2.05 MI (3.30 KM) TO A PAVED
 BT2498'COUNTY ROAD LEFT.  TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE EAST
 BT2498'FOR 1.30 MI (2.09 KM) TO A PAVED COUNTY ROAD RIGHT.  TURN RIGHT ON
 BT2498'THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.70 MI (1.13 KM) TO THE
 BT2498'STATION ON THE RIGHT.
 BT2498'THE STATION IS 2.9 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH ONE STRAND
 BT2498'OF BARBED WIRE ON OLD TREATED WOOD POSTS, 38.0 FT (11.6 M) WEST OF
 BT2498'THE CENTER OF A PAVED COUNTY ROAD, 44.0 FT (13.4 M) NORTH OF THE
 BT2498'NORTH END OF A METAL GATE, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS
 BT2498'POST AND SET FLUSH WITH THE GROUND.
 BT2498'STATION 34-8 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0563 ***********************************************************************
 DH0563  DESIGNATION -  34 M
 DH0563  PID         -  DH0563
 DH0563  STATE/COUNTY-  AL/CLAY
 DH0563  USGS QUAD   -  GOODWATER (1987)
 DH0563
 DH0563                         *CURRENT SURVEY CONTROL
 DH0563  ___________________________________________________________________
 DH0563* NAD 83(1986)-  33 06 58.     (N)    086 02 38.     (W)     SCALED    
 DH0563* NAVD 88     -       229.911  (meters)     754.30   (feet)  ADJUSTED  
 DH0563  ___________________________________________________________________
 DH0563  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH0563  DYNAMIC HT  -         229.648 (meters)     753.44  (feet)  COMP
 DH0563  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 DH0563
 DH0563  VERT ORDER  -  SECOND    CLASS 0
 DH0563
 DH0563.The horizontal coordinates were scaled from a topographic map and have
 DH0563.an estimated accuracy of +/- 6 seconds.
 DH0563
 DH0563.The orthometric height was determined by differential leveling
 DH0563.and adjusted by the National Geodetic Survey in June 1991..
 DH0563
 DH0563.The geoid height was determined by GEOID03.
 DH0563
 DH0563.The dynamic height is computed by dividing the NAVD 88
 DH0563.geopotential number by the normal gravity value computed on the
 DH0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0563.degrees latitude (g = 980.6199 gals.).
 DH0563
 DH0563.The modeled gravity was interpolated from observed gravity values.
 DH0563
 DH0563;                    North         East    Units  Estimated Accuracy
 DH0563;SPC AL E     -   290,090.      180,350.      MT  (+/- 180 meters Scaled)
 DH0563
 DH0563                          SUPERSEDED SURVEY CONTROL
 DH0563
 DH0563  NGVD 29 (??/??/92)  229.862  (m)          754.14   (f) ADJ UNCH    2 0
 DH0563
 DH0563.Superseded values are not recommended for survey control.
 DH0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0563.See file dsdata.txt to determine how the superseded data were derived.
 DH0563
 DH0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB892645(NAD 83)
 DH0563_MARKER: DD = SURVEY DISK
 DH0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0563_STAMPING: 34 M 1942
 DH0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0563+STABILITY: SURFACE MOTION
 DH0563
 DH0563  HISTORY     - Date     Condition        Report By
 DH0563  HISTORY     - 1942     MONUMENTED       USGS
 DH0563  HISTORY     - 1948     GOOD             NGS
 DH0563  HISTORY     - 1982     MARK NOT FOUND   USGS
 DH0563
 DH0563                          STATION DESCRIPTION
 DH0563
 DH0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0563'3.75 MI N FROM GOOD WATER.
 DH0563'ABOUT 3.75 MILES NORTH ALONG A ROAD TO BULL GAP CROSSROADS FROM THE
 DH0563'JUNCTION OF U.S. HIGHWAY 241 AND STATE HIGHWAY 9 AT GOOD WATER, ABOUT
 DH0563'0.7 MILE SOUTH OF BROWNSVILLE PRESBYTERIAN CHURCH AND CEMETERY, ABOUT
 DH0563'0.85 MILE NORTH OF THE CLAY-COOSA COUNTY LINE, AT THE JUNCTION OF A
 DH0563'ROAD EAST, 52 FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 39 FEET
 DH0563'EAST OF THE CENTER LINE OF THE MAIN ROAD, 32 FEET SOUTHEAST OF THE
 DH0563'SOUTH END OF A 12-INCH PIPE CULVERT UNDER SIDE ROAD, 1 FOOT NORTH OF A
 DH0563'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE JUNCTION AND SET IN
 DH0563'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DH0563
 DH0563                          STATION RECOVERY (1982)
 DH0563
 DH0563'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 DH0563'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2044 ***********************************************************************
 BH2044  DESIGNATION -  344 1
 BH2044  PID         -  BH2044
 BH2044  STATE/COUNTY-  AL/MOBILE
 BH2044  USGS QUAD   -  HURLEY (1985)
 BH2044
 BH2044                         *CURRENT SURVEY CONTROL
 BH2044  ___________________________________________________________________
 BH2044* NAD 83(1992)-  30 38 12.24018(N)    088 24 26.91626(W)     ADJUSTED  
 BH2044* NAVD 88     -        32.21   (+/-2cm)     105.7    (feet)  VERTCON   
 BH2044  ___________________________________________________________________
 BH2044  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 BH2044  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 BH2044
 BH2044  HORZ ORDER  -  SECOND
 BH2044  VERT ORDER  -  THIRD ? (See Below)
 BH2044
 BH2044.The horizontal coordinates were established by classical geodetic methods
 BH2044.and adjusted by the National Geodetic Survey in May 1994..
 BH2044
 BH2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2044.The vertical order pertains to the NGVD 29 superseded value.
 BH2044
 BH2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2044
 BH2044.The geoid height was determined by GEOID03.
 BH2044
 BH2044;                    North         East     Units Scale Factor Converg.
 BH2044;SPC AL W     -    70,933.253   513,009.345   MT  1.00002665   -0 27 44.9
 BH2044;SPC MS E     -   126,082.014   340,822.618   MT  0.99997055   +0 13 01.3
 BH2044;SPC MS E     -   413,654.07  1,118,182.21   sFT  0.99997055   +0 13 01.3
 BH2044;UTM  16      - 3,390,188.331   365,120.520   MT  0.99982442   -0 43 02.5
 BH2044
 BH2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2044!SPC AL W     -   0.99999944  x   1.00002665  =   1.00002609
 BH2044!SPC MS E     -   0.99999944  x   0.99997055  =   0.99996999
 BH2044!UTM  16      -   0.99999944  x   0.99982442  =   0.99982386
 BH2044
 BH2044:                Primary Azimuth Mark                     Grid Az
 BH2044:SPC AL W     -  344 1 AZ MK                              037 12 37.3
 BH2044:SPC MS E     -  344 1 AZ MK                              036 31 51.1
 BH2044:UTM  16      -  344 1 AZ MK                              037 27 54.9
 BH2044
 BH2044|---------------------------------------------------------------------|
 BH2044| PID    Reference Object                     Distance      Geod. Az  |
 BH2044|                                                           dddmmss.s |
 BH2044| DD8257 344 1 AZ MK                                        0364452.4 |
 BH2044| BH2045 AGS 344 2                           394.050 METERS 04648     |
 BH2044| DD8258 344 1 RM 1                           33.241 METERS 04655     |
 BH2044| BH2028 BEAVER CREEK FIRE TOWER             APPROX. 6.4 KM 0620402.2 |
 BH2044| DD8259 344 1 RM 2                           34.509 METERS 29958     |
 BH2044|---------------------------------------------------------------------|
 BH2044
 BH2044                          SUPERSEDED SURVEY CONTROL
 BH2044
 BH2044  NAD 83(1992)-  30 38 12.24532(N)    088 24 26.91529(W) AD(       ) 2
 BH2044  NAD 83(1986)-  30 38 12.26198(N)    088 24 26.91654(W) AD(       ) 2
 BH2044  NAD 27      -  30 38 11.56400(N)    088 24 26.86800(W) AD(       ) 2
 BH2044  NGVD 29 (07/19/86)   32.18   (m)          105.6    (f) LEVELING    3  
 BH2044
 BH2044.Superseded values are not recommended for survey control.
 BH2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2044.See file dsdata.txt to determine how the superseded data were derived.
 BH2044
 BH2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6512190188(NAD 83)
 BH2044_MARKER: DD = SURVEY DISK
 BH2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2044
 BH2044  HISTORY     - Date     Condition        Report By
 BH2044  HISTORY     - 1943     MONUMENTED       ALGS
 BH2044  HISTORY     - 1958     GOOD             CGS
 BH2044
 BH2044                          STATION DESCRIPTION
 BH2044
 BH2044'DESCRIBED BY ALABAMA GEODETIC SURVEY 1943 (KBJ)
 BH2044'STATION IS LOCATED ABOUT 6.75 MILES ESE OF HURLEY, MISSISSIPPI, NEAR
 BH2044'THE ALABAMA-MISSISSIPPI STATE LINE.  THE DISK IS A BRONZE ALABAMA
 BH2044'GEODETIC SURVEY BRONZE DISK, STAMPED 344-1 1939, SET IN CONCRETE,
 BH2044'THE MARK IS 17.3 FEET S OF A TRACK ROAD, 7.8
 BH2044'FEET N OF AN E-W FENCE LINE AND 1.5 FEET W OF A STANDARD REFERENCE
 BH2044'POST.
 BH2044'
 BH2044'REFERENCE MARKS ARE BRONZE DISKS SET IN CONCRETE.
 BH2044'
 BH2044'REFERENCE MARK NO. 1 IS 109.06 FEET NE OF THE STATION AND 108 FEET W
 BH2044'OF A DIM TRACK ROAD.  THE DISK IS A U.S.C. AND G.S. BRONZE DISK
 BH2044'STAMPED 344-1 NO. 1 1943 (A.G.S.).
 BH2044'
 BH2044'REFERENCE MARK NO. 2 IS 113.22 FEET NW OF THE STATION AND 59 FEET S
 BH2044'OF THE E-W GRADED DIRT ROAD.  THE DISK IS A U.S.C.  AND G.S. BRONZE
 BH2044'DISK STAMPED 344-1 NO. 2 1943 (A.G.S.).
 BH2044'
 BH2044'THE AZIMUTH MARK IS APPROXIMATELY 0.25 MILE ENE OF THE STATION, 35
 BH2044'FEET W OF THE CENTER LINE OF A N-S DIRT ROAD AND 3 FEET N OF A
 BH2044'STANDARD REFERENCE POST.  THE DISK IS STAMPED 344-1 (A.G.S.) 1943.
 BH2044'
 BH2044'A TRAVERSE CONNECTION WAS MADE TO STATION 344.2 (A.G.S.) 1939 FROM
 BH2044'STATION 344-1 (A.G.S.) 1939.  DISTANCE-394.048 METERS.
 BH2044'
 BH2044'TO REACH THE STATION FROM LUCEDALE, MISSISSIPPI, GO S ON MISS.
 BH2044'HIGHWAY 63 FOR 22.0 MILES TO THE HURLEY POST OFFICE IN J.B.
 BH2044'GIBSONS STORE.  CONTINUE S ON HIGHWAY 63 FOR 0.5 MILE TO A DIRT
 BH2044'T-ROAD LEFT AT STONES STORE.  TURN LEFT AND FOLLOW THE GRADED DIRT
 BH2044'ROAD EASTERLY FOR 3.9 MILES TO THE ESCATAWPA RIVER BRIDGE.  CROSS
 BH2044'OVER THE BRIDGE AND CONTINUE ON THE MAIN ROAD 1.75 MILES TO A
 BH2044'TRACK ROAD, TURN RIGHT ON THE TRACK ROAD FOR ABOUT 12 YARDS THEN LEFT
 BH2044'FOR ABOUT 45 YARDS TO THE STATION ON THE RIGHT.
 BH2044'
 BH2044'TO REACH THE AZIMUTH MARK FROM THE STATION GO EASTERLY ON THE GRADED
 BH2044'DIRT ROAD FOR 0.25 MILE TO A DIRT T-ROAD LEFT, TURN LEFT, N, FOR 0.1
 BH2044'MILE TO THE AZIMUTH MARK ON LEFT.
 BH2044'
 BH2044'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH2044
 BH2044                          STATION RECOVERY (1958)
 BH2044
 BH2044'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BH2044'THE STATION WAS VISITED 5-21-58 AND THE STATION MARK, REFERENCE MARKS
 BH2044'NO. 1 AND NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD CONDITION.
 BH2044'TRAVERSE STATION 344-2 (ALA. GEOD. S.) HAS BEEN DISTURBED AND CAN BE
 BH2044'CONSIDERED DESTROYED FOR ALL PRACTICAL PURPOSES.  A NEW
 BH2044'DESCRIPTION FOLLOWS-
 BH2044'
 BH2044'THE STATION IS LOCATED 5.75 MILES SOUTHEAST OF HURLEY, MISSISSIPPI AT
 BH2044'THE ALABAMA-MISSISSIPPI STATE LINE, 0.5 MILE SOUTHWEST OF
 BH2044'ROBERTS CHAPEL, 159 FEET SE OF ALABAMA COUNTY ROAD NO. 56, 17 FEET
 BH2044'SOUTH OF THE CENTER OF A TRACK ROAD LEADING SOUTHEAST, 198 FEET
 BH2044'WEST OF THE CENTER OF A TRACK ROAD, AND 1.5 FEET WEST OF A WITNESS
 BH2044'POST.  IT IS A STANDARD ALABAMA STATE GEODETIC SURVEY DISK, STAMPED
 BH2044'344-1 1939, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST
 BH2044'PROJECTING 6 INCHES.  THIS STATION HAS NO SUB-SURFACE MARK.
 BH2044'
 BH2044'REFERENCE MARK NO. 1 IS 109.06 FEET NORTHEAST OF THE STATION, 92 FEET
 BH2044'NORTHEAST OF THE CENTER OF THE TRACK ROAD, 108 FEET WEST OF THE
 BH2044'CENTER OF A DIRT ROAD, AND 136 FEET SOUTHEAST OF THE CENTERLINE OF
 BH2044'COUNTY ROAD NO. 56.  IT IS A STANDARD DISK, STAMPED 344-1 AGS
 BH2044'NO. 1 1942, PROJECTING 6 INCHES.
 BH2044'
 BH2044'REFERENCE MARK NO. 2 IS 113.22 FEET NORTHWEST OF THE STATION, 59 FEET
 BH2044'SOUTHEAST OF THE CENTER OF COUNTY ROAD NO. 56, 27 FEET EAST OF
 BH2044'THE CENTER OF A TRACK ROAD, AND 74 FEET FEET SOUTHEAST OF THE CENTER
 BH2044'OF THE JUNCTION OF THE COUNTY ROAD NO. 56, A TRACK ROAD LEADING EAST
 BH2044'AND ANOTHER ROAD LEADING SOUTHEAST.  IT IS A STANDARD DISK, STAMPED
 BH2044'344-1AGS NO 2 1942, PROJECTING 6 INCHES.
 BH2044'
 BH2044'THE AZIMUTH MARK IS 0.25 MILE EAST-NORTHEAST OF THE STATION, 0.1 MILE
 BH2044'NORTH OF MOBILE COUNTY ROAD 56, AND 35 FEET WEST OF A BLACK TOP
 BH2044'ROAD LEADING NORTH TO ROBERTS CHAPEL.  IT IS A STANDARD DISK, STAMPED
 BH2044'344-1 AGS 1942, PROJECTING 6 INCHES.
 BH2044'
 BH2044'TO REACH THE STATION FROM THE POST OFFICE IN LUCEDALE GO EAST ON U.S.
 BH2044'HIGHWAY 98 FOR 1/2 BLOCK TO THE JUNCTION WITH STATE HIGHWAY 63,
 BH2044'TURN LEFT AND GO SOUTH ON STATE HIGHWAY 63 FOR 22.4 MILES TO A SIDE
 BH2044'ROAD LEADING EAST AT THE SOUTH EDGE OF THE COMMUNITY OF HURLEY,
 BH2044'TURN LEFT AND GO EAST FOR 4.0 MILES TO THE BRIDGE OVER ESCATAWPA
 BH2044'RIVER, CONTINUE EAST FOR 1.65 MILES TO THE ALABAMA-MISSISSIPPI
 BH2044'STATE LINE AND THE MARK ON THE RIGHT.
 BH2044'
 BH2044'TO REACH THE AZIMUTH MARK FROM THE STATION GO EAST ON MOBILE COUNTY
 BH2044'ROAD NO. 56 FOR 0.25 MILE TO A BLACK TOP ROAD LEADING NORTH,
 BH2044'TURN LEFT AND GO NORTH FOR 0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2385 ***********************************************************************
 BT2385  DESIGNATION -  35 1
 BT2385  PID         -  BT2385
 BT2385  STATE/COUNTY-  AL/HOUSTON
 BT2385  USGS QUAD   -  DOTHAN EAST (1981)
 BT2385
 BT2385                         *CURRENT SURVEY CONTROL
 BT2385  ___________________________________________________________________
 BT2385* NAD 83(1992)-  31 08 41.90511(N)    085 21 34.77438(W)     ADJUSTED  
 BT2385* NAVD 88     -        70.4    (meters)     231.     (feet)  GPS OBS   
 BT2385  ___________________________________________________________________
 BT2385  X           -     442,019.812 (meters)                     COMP
 BT2385  Y           -  -5,445,822.952 (meters)                     COMP
 BT2385  Z           -   3,279,682.802 (meters)                     COMP
 BT2385  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BT2385  ELLIP HEIGHT-          43.00  (meters)          (07/29/02) GPS OBS
 BT2385  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BT2385
 BT2385  HORZ ORDER  -  FIRST
 BT2385  ELLP ORDER  -  FOURTH    CLASS I
 BT2385
 BT2385.The horizontal coordinates were established by GPS observations
 BT2385.and adjusted by the National Geodetic Survey in December 1992..
 BT2385
 BT2385.The orthometric height was determined by GPS observations and a
 BT2385.high-resolution geoid model.
 BT2385
 BT2385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2385
 BT2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2385
 BT2385.The ellipsoidal height was determined by GPS observations
 BT2385.and is referenced to NAD 83.
 BT2385
 BT2385.The geoid height was determined by GEOID03.
 BT2385
 BT2385;                    North         East     Units Scale Factor Converg.
 BT2385;SPC AL E     -    71,599.627   245,167.717   MT  0.99998515   +0 14 42.0
 BT2385;UTM  16      - 3,446,826.733   656,369.441   MT  0.99990161   +0 50 54.8
 BT2385
 BT2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2385!SPC AL E     -   0.99999325  x   0.99998515  =   0.99997840
 BT2385!UTM  16      -   0.99999325  x   0.99990161  =   0.99989486
 BT2385
 BT2385:                Primary Azimuth Mark                     Grid Az
 BT2385:SPC AL E     -  D 84                                     062 19 37.9
 BT2385:UTM  16      -  D 84                                     061 43 25.1
 BT2385
 BT2385|---------------------------------------------------------------------|
 BT2385| PID    Reference Object                     Distance      Geod. Az  |
 BT2385|                                                           dddmmss.s |
 BT2385| BT2404 D 84                                410.852 METERS 0623419.9 |
 BT2385|---------------------------------------------------------------------|
 BT2385
 BT2385                          SUPERSEDED SURVEY CONTROL
 BT2385
 BT2385  ELLIP H (12/04/92)   43.05   (m)                       GP(       ) 4 1
 BT2385  NAD 83(1992)-  31 08 41.91136(N)    085 21 34.77628(W) AD(       ) 1
 BT2385  NGVD 29 (12/04/92)   70.5    (m)          231.     (f) GPS OBS        
 BT2385
 BT2385.Superseded values are not recommended for survey control.
 BT2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2385.See file dsdata.txt to determine how the superseded data were derived.
 BT2385
 BT2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5636946827(NAD 83)
 BT2385_MARKER: DD = SURVEY DISK
 BT2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2385_SP_SET: CONCRETE POST
 BT2385_STAMPING: 35-1 1991
 BT2385_MARK LOGO: ALHD  
 BT2385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2385+STABILITY: SURFACE MOTION
 BT2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2385+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2385
 BT2385  HISTORY     - Date     Condition        Report By
 BT2385  HISTORY     - 1991     MONUMENTED       ALHD
 BT2385
 BT2385                          STATION DESCRIPTION
 BT2385
 BT2385'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2385'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE NORTHWEST RIGHT OF WAY
 BT2385'OF HOUSTON COUNTY ROAD NO. 19, ABOUT 4.95 MI (7.97 KM) SOUTHWEST OF
 BT2385'COWARTS AND ABOUT 5.75 MI (9.25 KM) SOUTH-SOUTHEAST OF DOTHAN.
 BT2385'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 SOUTH AND THE SOUTH
 BT2385'SIDE OF THE ROSS CLARK CIRCLE (MILE POST 13.35 ON U.S. 231 AND MILE
 BT2385'POST 0 ON ROSS CLARK CIRCLE)IN DOTHAN, DRIVE SOUTH ON U.S. 231 FOR
 BT2385'5.80 MI (9.33 KM) TO MILE POST 7.55, ALA 109 ON THE RIGHT, AND
 BT2385'HOUSTON COUNTY ROAD NO. 19 ON THE LEFT, TURN LEFT ON HOUSTON COUNTY
 BT2385'ROAD NO. 19 AND DRIVE NORTHEAST FOR 2.55 MI (4.10 KM) TO A STOP SIGN
 BT2385'AT THE JUNCTION OF HOUSTON COUNTY ROAD NO. 29, CONTINUE NORTHEAST ON
 BT2385'HOUSTON COUNTY ROAD NO. 19 FOR 0.60 MI (0.97 KM) TO A RAILROAD GRADE
 BT2385'CROSSING, CONTINUE NORTHEAST ON HOUSTON COUNTY ROAD NO. 19 FOR 0.75
 BT2385'MI (1.21 KM) TO THE STATION ON THE LEFT.
 BT2385'THE STATION IS LOCATED IN THE FRONT YARD OF BRICK HOUSE WITH A WOOD
 BT2385'ADDITION ON THE NORTHEAST END, 29.6 FT (9.0 M) WEST OF THE SOUTHWEST
 BT2385'CORNER OF A HEADWALL FOR A 24-INCH CONCRETE PIPE UNDER HOUSTON COUNTY
 BT2385'ROAD NO. 19, 33.0 FT (10.1 M) NORTHWEST OF THE CENTERLINE OF HOUSTON
 BT2385'COUNTY ROAD NO. 19, 49.9 FT (15.2 M) SOUTHWEST OF THE SOUTHWEST END
 BT2385'OF AN 18-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 61.0 FT
 BT2385'(18.6 M) SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 72.1 FT
 BT2385'(22.0 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE BRICK AND WOOD
 BT2385'HOUSE (THE WOOD CORNER), 94.0 FT (28.7 M) EAST-SOUTHEAST OF THE
 BT2385'SOUTHEAST CORNER OF THE BRICK AND WOOD HOUSE (THE BRICK CORNER), AND
 BT2385'SET FLUSH WITH THE GROUND.
 BT2385'STATION D-84 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2385'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 BT2385'MR. CHARLES L. WOODALL, SR.
 BT2385'ROUTE 3, BOX 352
 BT2385'DOTHAN, ALABAMA 36301
 BT2385'PHONE 205-677-5656.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2386 ***********************************************************************
 BT2386  DESIGNATION -  35 11
 BT2386  PID         -  BT2386
 BT2386  STATE/COUNTY-  AL/HOUSTON
 BT2386  USGS QUAD   -  MALVERN (1981)
 BT2386
 BT2386                         *CURRENT SURVEY CONTROL
 BT2386  ___________________________________________________________________
 BT2386* NAD 83(1992)-  31 13 30.67935(N)    085 33 40.91572(W)     ADJUSTED  
 BT2386* NAVD 88     -        90.2    (meters)     296.     (feet)  GPS OBS   
 BT2386  ___________________________________________________________________
 BT2386  X           -     422,490.384 (meters)                     COMP
 BT2386  Y           -  -5,442,771.006 (meters)                     COMP
 BT2386  Z           -   3,287,301.763 (meters)                     COMP
 BT2386  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BT2386  ELLIP HEIGHT-          63.05  (meters)          (07/29/02) GPS OBS
 BT2386  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BT2386
 BT2386  HORZ ORDER  -  FIRST
 BT2386  ELLP ORDER  -  FOURTH    CLASS I
 BT2386
 BT2386.The horizontal coordinates were established by GPS observations
 BT2386.and adjusted by the National Geodetic Survey in December 1992..
 BT2386
 BT2386.The orthometric height was determined by GPS observations and a
 BT2386.high-resolution geoid model.
 BT2386
 BT2386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2386
 BT2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2386
 BT2386.The ellipsoidal height was determined by GPS observations
 BT2386.and is referenced to NAD 83.
 BT2386
 BT2386.The geoid height was determined by GEOID03.
 BT2386
 BT2386;                    North         East     Units Scale Factor Converg.
 BT2386;SPC AL E     -    80,428.243   225,911.861   MT  0.99996828   +0 08 27.6
 BT2386;UTM  16      - 3,455,450.838   637,023.681   MT  0.99983159   +0 44 45.3
 BT2386
 BT2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2386!SPC AL E     -   0.99999010  x   0.99996828  =   0.99995838
 BT2386!UTM  16      -   0.99999010  x   0.99983159  =   0.99982169
 BT2386
 BT2386:                Primary Azimuth Mark                     Grid Az
 BT2386:SPC AL E     -  35 12                                    343 35 10.7
 BT2386:UTM  16      -  35 12                                    342 58 53.0
 BT2386
 BT2386|---------------------------------------------------------------------|
 BT2386| PID    Reference Object                     Distance      Geod. Az  |
 BT2386|                                                           dddmmss.s |
 BT2386| BT2387 35 12                               APPROX. 0.6 KM 3434338.3 |
 BT2386|---------------------------------------------------------------------|
 BT2386
 BT2386                          SUPERSEDED SURVEY CONTROL
 BT2386
 BT2386  ELLIP H (12/04/92)   63.08   (m)                       GP(       ) 4 1
 BT2386  NAD 83(1992)-  31 13 30.68980(N)    085 33 40.92003(W) AD(       ) 1
 BT2386  NGVD 29 (12/04/92)   90.2    (m)          296.     (f) GPS OBS        
 BT2386
 BT2386.Superseded values are not recommended for survey control.
 BT2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2386.See file dsdata.txt to determine how the superseded data were derived.
 BT2386
 BT2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3702455451(NAD 83)
 BT2386_MARKER: DD = SURVEY DISK
 BT2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2386_SP_SET: CONCRETE POST
 BT2386_STAMPING: 35-11 1991
 BT2386_MARK LOGO: ALHD  
 BT2386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2386+STABILITY: SURFACE MOTION
 BT2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2386+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2386
 BT2386  HISTORY     - Date     Condition        Report By
 BT2386  HISTORY     - 1991     MONUMENTED       ALHD
 BT2386
 BT2386                          STATION DESCRIPTION
 BT2386
 BT2386'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2386'THE STATION IS LOCATED IN HOUSTON COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2386'ARMY ON TOTH STAGEFIELD, ABOUT 6.30 MI (10.14 KM) NORTH-NORTHWEST OF
 BT2386'MALVERNE AND ABOUT 9.80 MI (15.77 KM) WEST OF DOTHAN.
 BT2386'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND THE WEST SIDE OF
 BT2386'ROSS CLARK CIRCLE (MILE POST 212.60 ON U.S. 84 AND MILE POST 3.40 ON
 BT2386'ROSS CLARK CIRCLE) IN DOTHAN, DRIVE WEST ON U.S. 84 FOR FOR 7.00 MI
 BT2386'(11.27 KM) TO MILE POST 205.60 AND HOUSTON COUNTY ROAD NO. 32 ON THE
 BT2386'LEFT, TURN LEFT ON HOUSTON COUNTY ROAD NO. 32 AND DRIVE SOUTHWEST FOR
 BT2386'1.35 MI (2.17 KM) TO THE ENTRANCE TO TOTH STAGEFIELD ON THE LEFT,
 BT2386'TURN LEFT ON THE ENTRANCE ROAD AND DRIVE SOUTH AND EAST FOR 0.20 MI
 BT2386'(0.32 KM) TO A DRAINAGE DITCH AND A CULVERT UNDER THE ENTRANCE ROAD,
 BT2386'CROSS THE CULVERT, TURN RIGHT AND DRIVE SOUTH ALONG THE EAST SIDE OF
 BT2386'THE DRAINAGE DITCH FOR 0.20 MI (0.32 KM) TO THE FENCE ALONG THE SOUTH
 BT2386'SIDE OF THE FIELD AND THE STATION.
 BT2386'THE STATION IS 4.0 FT (1.2 M) NORTH OF A HOG WIRE FENCE WITH TWO
 BT2386'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 109.7 FT (33.4 M) WEST
 BT2386'OF THE WEST ONE OF TWO CONNECTED POSTS IN THE FENCE LINE, 212.0 FT
 BT2386'(64.6 M) EAST OF THE SOUTHWEST CORNER OF THE FIELD, 3.2 FT (1.0 M)
 BT2386'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2386'STATION 35-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2386'BEFORE USING THIS STATION AT ANY TIME, GO TO THE OPERATIONS BUILDING
 BT2386'LOCATED AT THE CONTROL TOWER AND ADVISE FIELD PERSONNEL OF YOUR
 BT2386'PRESENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2387 ***********************************************************************
 BT2387  DESIGNATION -  35 12
 BT2387  PID         -  BT2387
 BT2387  STATE/COUNTY-  AL/HOUSTON
 BT2387  USGS QUAD   -  MALVERN (1981)
 BT2387
 BT2387                         *CURRENT SURVEY CONTROL
 BT2387  ___________________________________________________________________
 BT2387* NAD 83(1992)-  31 13 47.83270(N)    085 33 46.74266(W)     ADJUSTED  
 BT2387* NAVD 88     -        98.9    (meters)     324.     (feet)  GPS OBS   
 BT2387  ___________________________________________________________________
 BT2387  X           -     422,316.017 (meters)                     COMP
 BT2387  Y           -  -5,442,517.330 (meters)                     COMP
 BT2387  Z           -   3,287,758.054 (meters)                     COMP
 BT2387  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 BT2387  ELLIP HEIGHT-          71.80  (meters)          (07/29/02) GPS OBS
 BT2387  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BT2387
 BT2387  HORZ ORDER  -  FIRST
 BT2387  ELLP ORDER  -  FOURTH    CLASS I
 BT2387
 BT2387.The horizontal coordinates were established by GPS observations
 BT2387.and adjusted by the National Geodetic Survey in December 1992..
 BT2387
 BT2387.The orthometric height was determined by GPS observations and a
 BT2387.high-resolution geoid model.
 BT2387
 BT2387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2387
 BT2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2387
 BT2387.The ellipsoidal height was determined by GPS observations
 BT2387.and is referenced to NAD 83.
 BT2387
 BT2387.The geoid height was determined by GEOID03.
 BT2387
 BT2387;                    North         East     Units Scale Factor Converg.
 BT2387;SPC AL E     -    80,956.138   225,756.356   MT  0.99996818   +0 08 24.6
 BT2387;UTM  16      - 3,455,976.990   636,862.633   MT  0.99983104   +0 44 42.6
 BT2387
 BT2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2387!SPC AL E     -   0.99998873  x   0.99996818  =   0.99995691
 BT2387!UTM  16      -   0.99998873  x   0.99983104  =   0.99981977
 BT2387
 BT2387:                Primary Azimuth Mark                     Grid Az
 BT2387:SPC AL E     -  35 11                                    163 35 10.6
 BT2387:UTM  16      -  35 11                                    162 58 52.6
 BT2387
 BT2387|---------------------------------------------------------------------|
 BT2387| PID    Reference Object                     Distance      Geod. Az  |
 BT2387|                                                           dddmmss.s |
 BT2387| BT2386 35 11                               APPROX. 0.6 KM 1634335.2 |
 BT2387|---------------------------------------------------------------------|
 BT2387
 BT2387                          SUPERSEDED SURVEY CONTROL
 BT2387
 BT2387  ELLIP H (12/04/92)   71.83   (m)                       GP(       ) 4 1
 BT2387  NAD 83(1992)-  31 13 47.84321(N)    085 33 46.74710(W) AD(       ) 1
 BT2387  NGVD 29 (12/04/92)   99.0    (m)          325.     (f) GPS OBS        
 BT2387
 BT2387.Superseded values are not recommended for survey control.
 BT2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2387.See file dsdata.txt to determine how the superseded data were derived.
 BT2387
 BT2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3686355977(NAD 83)
 BT2387_MARKER: DD = SURVEY DISK
 BT2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2387_SP_SET: CONCRETE POST
 BT2387_STAMPING: 35-12 1991
 BT2387_MARK LOGO: ALHD  
 BT2387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2387+STABILITY: SURFACE MOTION
 BT2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2387+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2387
 BT2387  HISTORY     - Date     Condition        Report By
 BT2387  HISTORY     - 1991     MONUMENTED       ALHD
 BT2387
 BT2387                          STATION DESCRIPTION
 BT2387
 BT2387'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2387'THE STATION IS LOCATED IN HOUSTON COUNTY ON PROPERTY OWNED BY THE U.S.
 BT2387'ARMY ON TOTH STAGEFIELD, ABOUT 6.65 MI (10.70 KM) NORTH-NORTHWEST OF
 BT2387'MALVERNE AND ABOUT 10.00 MI (16.09 KM) WEST OF DOTHAN.
 BT2387'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND THE WEST SIDE OF
 BT2387'ROSS CLARK CIRCLE (MILE POST 212.60 ON U.S. 84 AND MILE POST 3.40 ON
 BT2387'ROSS CLARK CIRCLE) IN DOTHAN, DRIVE WEST ON U.S. 84 FOR 7.00 MI
 BT2387'(11.27 KM) TO MILE POST 205.60 AND HOUSTON COUNTY ROAD NO. 32 ON THE
 BT2387'LEFT, TURN LEFT ON HOUSTON COUNTY ROAD NO. 32 AND DRIVE SOUTHWEST FOR
 BT2387'1.35 MI (2.17 KM) TO THE ENTRANCE TO TOTH STAGEFIELD AND THE STATION
 BT2387'ON THE LEFT.
 BT2387'THE STATION IS 12.9 FT (3.9 M) SOUTH-SOUTHEAST OF A HOGWIRE FENCE WITH
 BT2387'TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 37.4 FT (11.4 M)
 BT2387'EAST OF CONCRETE RIGHT OF WAY MARKER P C 397 + 75.5, 40.4 FT (12.3 M)
 BT2387'EAST OF AN ANGLE IN THE FENCE AT THE EAST SIDE OF THE ENTRANCE ROAD,
 BT2387'54.0 FT (16.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF HOUSTON COUNTY
 BT2387'ROAD NO. 32, 63.7 FT (19.4 M) EAST-NORTHEAST OF THE EAST GATE POST,
 BT2387'71.3 FT (21.7 M) EAST-NORTHEAST OF THE CENTER OF THE ENTRANCE ROAD,
 BT2387'12.9 FT (3.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 BT2387'THE GROUND.
 BT2387'STATION 35-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2387'BEFORE USING THIS STATION AT ANY TIME, GO TO THE OPERATIONS BUILDING
 BT2387'LOCATED AT THE CONTROL TOWER AND ADVISE FIELD PERSONNEL OF YOUR
 BT2387'PRESENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2527 ***********************************************************************
 BT2527  DESIGNATION -  35 13
 BT2527  PID         -  BT2527
 BT2527  STATE/COUNTY-  AL/HOUSTON
 BT2527  USGS QUAD   -  CLAYHATCHEE (1981)
 BT2527
 BT2527                         *CURRENT SURVEY CONTROL
 BT2527  ___________________________________________________________________
 BT2527* NAD 83(1992)-  31 13 27.55541(N)    085 38 02.34669(W)     ADJUSTED  
 BT2527* NAVD 88     -        95.2    (meters)     312.     (feet)  GPS OBS   
 BT2527  ___________________________________________________________________
 BT2527  X           -     415,595.717 (meters)                     COMP
 BT2527  Y           -  -5,443,356.183 (meters)                     COMP
 BT2527  Z           -   3,287,222.121 (meters)                     COMP
 BT2527  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 BT2527  ELLIP HEIGHT-          68.13  (meters)          (07/29/02) GPS OBS
 BT2527  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT2527
 BT2527  HORZ ORDER  -  FIRST
 BT2527  ELLP ORDER  -  FOURTH    CLASS I
 BT2527
 BT2527.The horizontal coordinates were established by GPS observations
 BT2527.and adjusted by the National Geodetic Survey in March 1994..
 BT2527
 BT2527.The orthometric height was determined by GPS observations and a
 BT2527.high-resolution geoid model.
 BT2527
 BT2527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2527
 BT2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2527
 BT2527.The ellipsoidal height was determined by GPS observations
 BT2527.and is referenced to NAD 83.
 BT2527
 BT2527.The geoid height was determined by GEOID03.
 BT2527
 BT2527;                    North         East     Units Scale Factor Converg.
 BT2527;SPC AL E     -    80,317.283   218,993.143   MT  0.99996445   +0 06 12.0
 BT2527;UTM  16      - 3,455,266.867   630,107.531   MT  0.99980880   +0 42 29.6
 BT2527
 BT2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2527!SPC AL E     -   0.99998930  x   0.99996445  =   0.99995375
 BT2527!UTM  16      -   0.99998930  x   0.99980880  =   0.99979810
 BT2527
 BT2527:                Primary Azimuth Mark                     Grid Az
 BT2527:SPC AL E     -  35 14                                    142 37 55.4
 BT2527:UTM  16      -  35 14                                    142 01 37.8
 BT2527
 BT2527|---------------------------------------------------------------------|
 BT2527| PID    Reference Object                     Distance      Geod. Az  |
 BT2527|                                                           dddmmss.s |
 BT2527| BT2528 35 14                               APPROX. 0.6 KM 1424407.4 |
 BT2527|---------------------------------------------------------------------|
 BT2527
 BT2527                          SUPERSEDED SURVEY CONTROL
 BT2527
 BT2527  ELLIP H (03/24/94)   68.16   (m)                       GP(       ) 4 1
 BT2527  NGVD 29 (05/23/94)   95.2    (m)          312.     (f) GPS OBS        
 BT2527
 BT2527.Superseded values are not recommended for survey control.
 BT2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2527.See file dsdata.txt to determine how the superseded data were derived.
 BT2527
 BT2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3010855267(NAD 83)
 BT2527_MARKER: DD = SURVEY DISK
 BT2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2527_SP_SET: CONCRETE POST
 BT2527_STAMPING: 35-13 1993
 BT2527_MARK LOGO: ALHD  
 BT2527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2527+STABILITY: SURFACE MOTION
 BT2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2527+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2527
 BT2527  HISTORY     - Date     Condition        Report By
 BT2527  HISTORY     - 1993     MONUMENTED       ALHD
 BT2527
 BT2527                          STATION DESCRIPTION
 BT2527
 BT2527'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2527'THE STATION IS IN HOUSTON COUNTY ON THE NORTH RIGHT OF WAY OF HOUSTON
 BT2527'COUNTY ROAD 2 ABOUT 14.15 MI (22.77 KM) WEST OF DOTHAN AND ABOUT
 BT2527'10.55 MI (16.98 KM) NORTHWEST OF TAYLOR.
 BT2527'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 WEST
 BT2527'BYPASS) AND U.S. 84 (MILEPOST 3.40 ON AL 210 AND MILEPOST 212.53 ON
 BT2527'U.S. 84) IN DOTHAN, DRIVE WEST ON U.S. 84 FOR 12.10 MI (19.47 KM) TO
 BT2527'MILEPOST 200.45 AND AL 123 LEFT AND RIGHT. TURN LEFT ON AL 123 AND
 BT2527'DRIVE SOUTH FOR 1.40 MI (2.25 KM) TO MILEPOST 12.05 AND HOUSTON
 BT2527'COUNTY ROAD 2 LEFT AND RIGHT. TURN RIGHT ON HOUSTON COUNTY ROAD 2 AND
 BT2527'DRIVE WEST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 BT2527'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A SIX-FOOT CHAIN LINK FENCE,
 BT2527'42.0 FT (12.8 M) NORTH OF THE CENTERLINE OF HOUSTON COUNTY ROAD 2,
 BT2527'116.2 FT (35.4 M) NORTHEAST OF A POWER AND CABLE POLE ACROSS THE
 BT2527'ROAD, 126.8 FT (38.6 M) EAST-NORTHEAST OF A GRAPHIC STOP AHEAD SIGN
 BT2527'ACROSS THE ROAD, 132.0 FT (40.2 M) EAST OF THE CENTER OF A BLOCK
 BT2527'HEADWALL OVER THE EAST END OF A TWENTY FOUR-INCH DRAINAGE PIPE UNDER
 BT2527'A DRIVEWAY LEADING INTO A SCHOOLYARD, 210.7 FT (64.2 M) WEST OF THE
 BT2527'EAST END OF A SIX-FOOT CHAIN LINK FENCE, 2.9 FT (0.9 M) SOUTH OF A
 BT2527'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2527'STATION 35-14 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2528 ***********************************************************************
 BT2528  DESIGNATION -  35 14
 BT2528  PID         -  BT2528
 BT2528  STATE/COUNTY-  AL/HOUSTON
 BT2528  USGS QUAD   -  CLAYHATCHEE (1981)
 BT2528
 BT2528                         *CURRENT SURVEY CONTROL
 BT2528  ___________________________________________________________________
 BT2528* NAD 83(1992)-  31 13 12.97708(N)    085 37 49.44070(W)     ADJUSTED  
 BT2528* NAVD 88     -        91.2    (meters)     299.     (feet)  GPS OBS   
 BT2528  ___________________________________________________________________
 BT2528  X           -     415,953.776 (meters)                     COMP
 BT2528  Y           -  -5,443,558.786 (meters)                     COMP
 BT2528  Z           -   3,286,836.067 (meters)                     COMP
 BT2528  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 BT2528  ELLIP HEIGHT-          64.09  (meters)          (07/29/02) GPS OBS
 BT2528  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT2528
 BT2528  HORZ ORDER  -  FIRST
 BT2528  ELLP ORDER  -  FOURTH    CLASS I
 BT2528
 BT2528.The horizontal coordinates were established by GPS observations
 BT2528.and adjusted by the National Geodetic Survey in March 1994..
 BT2528
 BT2528.The orthometric height was determined by GPS observations and a
 BT2528.high-resolution geoid model.
 BT2528
 BT2528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2528
 BT2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2528
 BT2528.The ellipsoidal height was determined by GPS observations
 BT2528.and is referenced to NAD 83.
 BT2528
 BT2528.The geoid height was determined by GEOID03.
 BT2528
 BT2528;                    North         East     Units Scale Factor Converg.
 BT2528;SPC AL E     -    79,868.936   219,335.533   MT  0.99996461   +0 06 18.7
 BT2528;UTM  16      - 3,454,822.228   630,454.581   MT  0.99980991   +0 42 36.0
 BT2528
 BT2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2528!SPC AL E     -   0.99998994  x   0.99996461  =   0.99995455
 BT2528!UTM  16      -   0.99998994  x   0.99980991  =   0.99979985
 BT2528
 BT2528:                Primary Azimuth Mark                     Grid Az
 BT2528:SPC AL E     -  35 13                                    322 37 55.4
 BT2528:UTM  16      -  35 13                                    322 01 38.1
 BT2528
 BT2528|---------------------------------------------------------------------|
 BT2528| PID    Reference Object                     Distance      Geod. Az  |
 BT2528|                                                           dddmmss.s |
 BT2528| BT2527 35 13                               APPROX. 0.6 KM 3224414.1 |
 BT2528|---------------------------------------------------------------------|
 BT2528
 BT2528                          SUPERSEDED SURVEY CONTROL
 BT2528
 BT2528  ELLIP H (03/24/94)   64.11   (m)                       GP(       ) 4 1
 BT2528  NGVD 29 (05/23/94)   91.2    (m)          299.     (f) GPS OBS        
 BT2528
 BT2528.Superseded values are not recommended for survey control.
 BT2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2528.See file dsdata.txt to determine how the superseded data were derived.
 BT2528
 BT2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3045554822(NAD 83)
 BT2528_MARKER: DD = SURVEY DISK
 BT2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2528_SP_SET: CONCRETE POST
 BT2528_STAMPING: 35-14 1993
 BT2528_MARK LOGO: ALHD  
 BT2528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2528+STABILITY: SURFACE MOTION
 BT2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2528+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2528
 BT2528  HISTORY     - Date     Condition        Report By
 BT2528  HISTORY     - 1993     MONUMENTED       ALHD
 BT2528
 BT2528                          STATION DESCRIPTION
 BT2528
 BT2528'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2528'THE STATION IS IN HOUSTON COUNTY ON THE EAST RIGHT OF WAY OF AL 123
 BT2528'ABOUT 13.90 MI (22.37 KM) WEST OF DOTHAN AND ABOUT 10.20 MI
 BT2528'(16.41 KM) NORTHWEST OF TAYLOR.
 BT2528'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 WEST
 BT2528'BYPASS) AND U.S. 84 (MILEPOST 3.40 ON AL 210 AND MILEPOST 212.53 ON
 BT2528'U.S. 84) IN DOTHAN, DRIVE WEST ON U.S. 84 FOR 12.10 MI (19.47 KM) TO
 BT2528'MILEPOST 200.45 AND AL 123 LEFT AND RIGHT.  TURN LEFT ON AL 123 AND
 BT2528'DRIVE SOUTH FOR 1.70 MI (2.74 KM) TO MILEPOST 11.75 AND THE STATION
 BT2528'ON THE LEFT.
 BT2528'THE STATION IS 2.9 FT (0.9 M) WEST-SOUTHWEST OF A HOG WIRE FENCE WITH
 BT2528'ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 34.1 FT (10.4 M)
 BT2528'EAST-NORTHEAST OF THE CENTERLINE OF AL 123, 91.9 FT (28.0 M) NORTHEAST
 BT2528'OF A POWER POLE ACROSS THE ROAD, 125.6 FT (38.3 M) SOUTHEAST OF A
 BT2528'GRAPHIC ARROW SIGN POINTING SOUTH ACROSS THE ROAD, 169.8 FT (51.8 M)
 BT2528'NORTH-NORTHWEST OF A BLACK MAILBOX ON A WHITE FOUR BY FOUR POST, 170.0
 BT2528'FT (51.8 M) NORTH-NORTHWEST OF THE SOUTHWEST FENCE CORNER OF A HOG
 BT2528'WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 2.9
 BT2528'FT (0.9 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2528'GROUND.
 BT2528'STATION 35-13 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2529 ***********************************************************************
 BT2529  DESIGNATION -  35 15
 BT2529  PID         -  BT2529
 BT2529  STATE/COUNTY-  AL/HOUSTON
 BT2529  USGS QUAD   -  DOTHAN WEST (1981)
 BT2529
 BT2529                         *CURRENT SURVEY CONTROL
 BT2529  ___________________________________________________________________
 BT2529* NAD 83(1992)-  31 13 53.06657(N)    085 26 48.01894(W)     ADJUSTED  
 BT2529* NAVD 88     -       100.6    (meters)     330.     (feet)  GPS OBS   
 BT2529  ___________________________________________________________________
 BT2529  X           -     433,357.088 (meters)                     COMP
 BT2529  Y           -  -5,441,566.886 (meters)                     COMP
 BT2529  Z           -   3,287,896.740 (meters)                     COMP
 BT2529  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BT2529  ELLIP HEIGHT-          73.44  (meters)          (07/29/02) GPS OBS
 BT2529  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BT2529
 BT2529  HORZ ORDER  -  FIRST
 BT2529  ELLP ORDER  -  FOURTH    CLASS I
 BT2529
 BT2529.The horizontal coordinates were established by GPS observations
 BT2529.and adjusted by the National Geodetic Survey in March 1994..
 BT2529
 BT2529.The orthometric height was determined by GPS observations and a
 BT2529.high-resolution geoid model.
 BT2529
 BT2529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2529
 BT2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2529
 BT2529.The ellipsoidal height was determined by GPS observations
 BT2529.and is referenced to NAD 83.
 BT2529
 BT2529.The geoid height was determined by GEOID03.
 BT2529
 BT2529;                    North         East     Units Scale Factor Converg.
 BT2529;SPC AL E     -    81,150.268   236,836.994   MT  0.99997673   +0 12 01.7
 BT2529;UTM  16      - 3,456,288.077   647,939.253   MT  0.99986996   +0 48 19.9
 BT2529
 BT2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2529!SPC AL E     -   0.99998847  x   0.99997673  =   0.99996520
 BT2529!UTM  16      -   0.99998847  x   0.99986996  =   0.99985843
 BT2529
 BT2529:                Primary Azimuth Mark                     Grid Az
 BT2529:SPC AL E     -  35 16                                    118 01 34.3
 BT2529:UTM  16      -  35 16                                    117 25 16.1
 BT2529
 BT2529|---------------------------------------------------------------------|
 BT2529| PID    Reference Object                     Distance      Geod. Az  |
 BT2529|                                                           dddmmss.s |
 BT2529| BT2530 35 16                               408.021 METERS 1181336.0 |
 BT2529|---------------------------------------------------------------------|
 BT2529
 BT2529                          SUPERSEDED SURVEY CONTROL
 BT2529
 BT2529  ELLIP H (03/24/94)   73.45   (m)                       GP(       ) 4 1
 BT2529  NGVD 29 (05/23/94)  100.6    (m)          330.     (f) GPS OBS        
 BT2529
 BT2529.Superseded values are not recommended for survey control.
 BT2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2529.See file dsdata.txt to determine how the superseded data were derived.
 BT2529
 BT2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4793956288(NAD 83)
 BT2529_MARKER: DD = SURVEY DISK
 BT2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2529_SP_SET: CONCRETE POST
 BT2529_STAMPING: 35-15 1993
 BT2529_MARK LOGO: ALHD  
 BT2529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2529+STABILITY: SURFACE MOTION
 BT2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2529+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2529
 BT2529  HISTORY     - Date     Condition        Report By
 BT2529  HISTORY     - 1993     MONUMENTED       ALHD
 BT2529
 BT2529                          STATION DESCRIPTION
 BT2529
 BT2529'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2529'THE STATION IS IN HOUSTON COUNTY ON THE SOUTH RIGHT OF WAY OF THE EAST
 BT2529'BOUND LANES OF U.S. 84 IN DOTHAN.
 BT2529'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 WEST
 BT2529'BYPASS) AND U.S. 84 (MILEPOST 3.40 ON AL 210 AND MILEPOST 212.53 ON
 BT2529'U.S. 84) IN DOTHAN, DRIVE WEST ON U.S. 84 FOR 0.95 MI (1.53 KM) TO
 BT2529'MILEPOST 211.60 AND THE STATION ON THE LEFT IN FRONT OF THE FIRST
 BT2529'ASSEMBLY OF GOD CHURCH.
 BT2529'THE STATION IS 56.2 FT (17.1 M) NORTH OF THE CURB OF THE CHURCH
 BT2529'PARKING LOT, 61.0 FT (18.6 M) NORTHEAST OF A POWER POLE WITH A
 BT2529'SECURITY LIGHT, 61.7 FT (18.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 BT2529'THE EAST BOUND LANES OF U.S. 84, 65.2 FT (19.9 M) WEST OF THE CENTER
 BT2529'OF A CONCRETE HEADWALL OVER THE NORTHWEST END OF A SIXTEEN-INCH
 BT2529'CONCRETE DRAINAGE PIPE UNDER AN ABANDONED DRIVEWAY, 69.9 FT (21.3 M)
 BT2529'SOUTH-SOUTHEAST OF A LARGE MAILBOX ON A ONE AND A HALF-INCH BLACK
 BT2529'METAL POST, 101.2 FT (30.8 M) NORTHWEST OF THE NORTH LEG OF A FIRST
 BT2529'ASSEMBLY OF GOD CHURCH SIGN, 111.1 FT (33.9 M) NORTHWEST OF THE SOUTH
 BT2529'LEG OF A FIRST ASSEMBLY OF GOD CHURCH SIGN AND 131.0 FT (39.9 M)
 BT2529'EAST-SOUTHEAST OF A POWER AND CABLE POLE WITH TWO GUY WIRES, 1.5 FT
 BT2529'(0.5 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2529'GROUND.
 BT2529'STATION 35-16 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2530 ***********************************************************************
 BT2530  DESIGNATION -  35 16
 BT2530  PID         -  BT2530
 BT2530  STATE/COUNTY-  AL/HOUSTON
 BT2530  USGS QUAD   -  DOTHAN WEST (1981)
 BT2530
 BT2530                         *CURRENT SURVEY CONTROL
 BT2530  ___________________________________________________________________
 BT2530* NAD 83(1992)-  31 13 46.80048(N)    085 26 34.43503(W)     ADJUSTED  
 BT2530* NAVD 88     -        87.2    (meters)     286.     (feet)  GPS OBS   
 BT2530  ___________________________________________________________________
 BT2530  X           -     433,722.494 (meters)                     COMP
 BT2530  Y           -  -5,441,626.699 (meters)                     COMP
 BT2530  Z           -   3,287,724.798 (meters)                     COMP
 BT2530  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BT2530  ELLIP HEIGHT-          60.09  (meters)          (07/29/02) GPS OBS
 BT2530  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BT2530
 BT2530  HORZ ORDER  -  FIRST
 BT2530  ELLP ORDER  -  FOURTH    CLASS I
 BT2530
 BT2530.The horizontal coordinates were established by GPS observations
 BT2530.and adjusted by the National Geodetic Survey in March 1994..
 BT2530
 BT2530.The orthometric height was determined by GPS observations and a
 BT2530.high-resolution geoid model.
 BT2530
 BT2530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2530
 BT2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2530
 BT2530.The ellipsoidal height was determined by GPS observations
 BT2530.and is referenced to NAD 83.
 BT2530
 BT2530.The geoid height was determined by GEOID03.
 BT2530
 BT2530;                    North         East     Units Scale Factor Converg.
 BT2530;SPC AL E     -    80,958.554   237,197.159   MT  0.99997706   +0 12 08.8
 BT2530;UTM  16      - 3,456,100.197   648,301.384   MT  0.99987128   +0 48 26.8
 BT2530
 BT2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2530!SPC AL E     -   0.99999056  x   0.99997706  =   0.99996762
 BT2530!UTM  16      -   0.99999056  x   0.99987128  =   0.99986185
 BT2530
 BT2530:                Primary Azimuth Mark                     Grid Az
 BT2530:SPC AL E     -  35 15                                    298 01 34.3
 BT2530:UTM  16      -  35 15                                    297 25 16.3
 BT2530
 BT2530|---------------------------------------------------------------------|
 BT2530| PID    Reference Object                     Distance      Geod. Az  |
 BT2530|                                                           dddmmss.s |
 BT2530| BT2529 35 15                               408.021 METERS 2981343.1 |
 BT2530|---------------------------------------------------------------------|
 BT2530
 BT2530                          SUPERSEDED SURVEY CONTROL
 BT2530
 BT2530  ELLIP H (03/24/94)   60.10   (m)                       GP(       ) 4 1
 BT2530  NGVD 29 (05/23/94)   87.3    (m)          286.     (f) GPS OBS        
 BT2530
 BT2530.Superseded values are not recommended for survey control.
 BT2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2530.See file dsdata.txt to determine how the superseded data were derived.
 BT2530
 BT2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4830156100(NAD 83)
 BT2530_MARKER: DD = SURVEY DISK
 BT2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2530_SP_SET: CONCRETE POST
 BT2530_STAMPING: 35-16 1993
 BT2530_MARK LOGO: ALHD  
 BT2530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2530+STABILITY: SURFACE MOTION
 BT2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2530+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2530
 BT2530  HISTORY     - Date     Condition        Report By
 BT2530  HISTORY     - 1993     MONUMENTED       ALHD
 BT2530
 BT2530                          STATION DESCRIPTION
 BT2530
 BT2530'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2530'THE STATION IS IN HOUSTON COUNTY ON THE SOUTH RIGHT OF WAY OF THE EAST
 BT2530'BOUND LANES OF U.S. 84 IN DOTHAN.
 BT2530'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 WEST
 BT2530'BYPASS) AND U.S. 84 (MILEPOST 3.40 ON AL 210 AND MILEPOST 212.53 ON
 BT2530'U.S. 84) IN DOTHAN, DRIVE WEST ON U.S. 84 FOR 0.70 MI (1.13 KM) TO
 BT2530'MILEPOST 211.85 AND THE STATION ON THE LEFT.
 BT2530'THE STATION IS 11.5 FT (3.5 M) NORTHWEST OF THE SOUTH LEG OF A REAL
 BT2530'ESTATE FOR SALE SIGN, 12.1 FT (3.7 M) WEST OF THE NORTH LEG OF A REAL
 BT2530'ESTATE FOR SALE SIGN, 18.3 FT (5.6 M) SOUTH-SOUTHWEST OF THE CENTER
 BT2530'OF A CONCRETE DRAINAGE FLUME, 30.2 FT (9.2 M) WEST-SOUTHWEST OF THE
 BT2530'CENTER OF A CONCRETE HEADWALL OVER THE WEST END OF TWO SIXTEEN-INCH
 BT2530'CONCRETE DRAINAGE PIPES UNDER A DRIVEWAY LEADING TO AN ABANDONED
 BT2530'BUILDING, 30.9 FT (9.4 M) EAST OF A CONCRETE RIGHT OF WAY MARKER,
 BT2530'44.3 FT (13.5 M) EAST OF A FIRE HYDRANT, 47.0 FT (14.3 M) EAST OF THE
 BT2530'NORTH END OF A FOUR FOOT CHAIN LINK FENCE, 56.0 FT (17.1 M)
 BT2530'SOUTH-SOUTHWEST OF A SPEED LIMIT FORTY-FIVE SIGN, 67.4 FT (20.5 M)
 BT2530'SOUTHEAST OF THE CENTER OF THE EAST END OF TWO SIXTEEN-INCH CONCRETE
 BT2530'DRAINAGE PIPES UNDER A DRIVEWAY LEADING TO THE BYRD FUNERAL HOME, 1.6
 BT2530'FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 BT2530'THE GROUND.
 BT2530'STATION 35-15 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2531 ***********************************************************************
 BT2531  DESIGNATION -  35 17
 BT2531  PID         -  BT2531
 BT2531  STATE/COUNTY-  AL/HOUSTON
 BT2531  USGS QUAD   -  DOTHAN EAST (1981)
 BT2531
 BT2531                         *CURRENT SURVEY CONTROL
 BT2531  ___________________________________________________________________
 BT2531* NAD 83(1992)-  31 13 16.95612(N)    085 20 41.79439(W)     ADJUSTED  
 BT2531* NAVD 88     -        76.8    (meters)     252.     (feet)  GPS OBS   
 BT2531  ___________________________________________________________________
 BT2531  X           -     443,063.076 (meters)                     COMP
 BT2531  Y           -  -5,441,343.228 (meters)                     COMP
 BT2531  Z           -   3,286,933.362 (meters)                     COMP
 BT2531  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BT2531  ELLIP HEIGHT-          49.61  (meters)          (07/29/02) GPS OBS
 BT2531  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BT2531
 BT2531  HORZ ORDER  -  FIRST
 BT2531  ELLP ORDER  -  FOURTH    CLASS I
 BT2531
 BT2531.The horizontal coordinates were established by GPS observations
 BT2531.and adjusted by the National Geodetic Survey in March 1994..
 BT2531
 BT2531.The orthometric height was determined by GPS observations and a
 BT2531.high-resolution geoid model.
 BT2531
 BT2531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2531
 BT2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2531
 BT2531.The ellipsoidal height was determined by GPS observations
 BT2531.and is referenced to NAD 83.
 BT2531
 BT2531.The geoid height was determined by GEOID03.
 BT2531
 BT2531;                    North         East     Units Scale Factor Converg.
 BT2531;SPC AL E     -    80,076.533   246,533.670   MT  0.99998670   +0 15 11.4
 BT2531;UTM  16      - 3,455,316.877   657,645.818   MT  0.99990655   +0 51 29.1
 BT2531
 BT2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2531!SPC AL E     -   0.99999221  x   0.99998670  =   0.99997891
 BT2531!UTM  16      -   0.99999221  x   0.99990655  =   0.99989876
 BT2531
 BT2531|---------------------------------------------------------------------|
 BT2531| PID    Reference Object                     Distance      Geod. Az  |
 BT2531|                                                           dddmmss.s |
 BT2531| BT2532 35 18                               391.292 METERS 01023     |
 BT2531|---------------------------------------------------------------------|
 BT2531
 BT2531                          SUPERSEDED SURVEY CONTROL
 BT2531
 BT2531  ELLIP H (03/24/94)   49.63   (m)                       GP(       ) 4 1
 BT2531  NGVD 29 (05/23/94)   76.9    (m)          252.     (f) GPS OBS        
 BT2531
 BT2531.Superseded values are not recommended for survey control.
 BT2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2531.See file dsdata.txt to determine how the superseded data were derived.
 BT2531
 BT2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5764655317(NAD 83)
 BT2531_MARKER: DD = SURVEY DISK
 BT2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2531_SP_SET: CONCRETE POST
 BT2531_STAMPING: 35-17 1993
 BT2531_MARK LOGO: ALHD  
 BT2531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2531+STABILITY: SURFACE MOTION
 BT2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2531+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2531
 BT2531  HISTORY     - Date     Condition        Report By
 BT2531  HISTORY     - 1993     MONUMENTED       ALHD
 BT2531
 BT2531                          STATION DESCRIPTION
 BT2531
 BT2531'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2531'THE STATION IS IN HOUSTON COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 BT2531'STREET IN DOTHAN.
 BT2531'TO REACH THE STATION FROM THE CENTER OF THE AL 210 OVERPASS OVER AL 52
 BT2531'(MILEPOST 10.04 ON AL 210 AND MILEPOST 65.93 ON AL 52) IN DOTHAN,
 BT2531'DRIVE EAST AND NORTHEAST ON AL 52 FOR 0.95 MI (1.53 KM) TO MILEPOST
 BT2531'66.90 AND A PAVED ROAD RIGHT AT THE HIGHWAY DEPARTMENT.  TURN RIGHT
 BT2531'ON THE PAVED ROAD AND DRIVE SOUTH FOR 0.30 MI (0.48 KM) TO THE END OF
 BT2531'PAVEMENT AND THE STATION ON THE RIGHT.
 BT2531'THE STATION IS 38.2 FT (11.6 M) SOUTH OF THE CENTER OF A PAVED
 BT2531'DRIVEWAY AT THE SOUTH END OF A WHAREHOUSE, 49.6 FT (15.1 M)
 BT2531'WEST-SOUTHWEST OF THE TOP OF THE SOUTH END OF A FORTY EIGHT-INCH
 BT2531'DRAINAGE CULVERT UNDER A DRIVEWAY LEADING TO THE WHAREHOUSE LOADING
 BT2531'DOCKS, 83.4 FT (25.4 M) WEST OF THE CENTER OF A PAVED STREET, 85.5 FT
 BT2531'(26.1 M) WEST-NORTHWEST OF THE CENTER OF THE PAVED STREET WHERE THE
 BT2531'PAVEMENT ENDS, 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND
 BT2531'SET FLUSH WITH THE GROUND.
 BT2531'STATION 35-18 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2532 ***********************************************************************
 BT2532  DESIGNATION -  35 18
 BT2532  PID         -  BT2532
 BT2532  STATE/COUNTY-  AL/HOUSTON
 BT2532  USGS QUAD   -  DOTHAN EAST (1981)
 BT2532
 BT2532                         *CURRENT SURVEY CONTROL
 BT2532  ___________________________________________________________________
 BT2532* NAD 83(1992)-  31 13 29.45318(N)    085 20 39.13025(W)     ADJUSTED  
 BT2532* NAVD 88     -        78.5    (meters)     258.     (feet)  GPS OBS   
 BT2532  ___________________________________________________________________
 BT2532  X           -     443,117.282 (meters)                     COMP
 BT2532  Y           -  -5,441,140.114 (meters)                     COMP
 BT2532  Z           -   3,287,263.393 (meters)                     COMP
 BT2532  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BT2532  ELLIP HEIGHT-          51.33  (meters)          (07/29/02) GPS OBS
 BT2532  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BT2532
 BT2532  HORZ ORDER  -  FIRST
 BT2532  ELLP ORDER  -  FOURTH    CLASS I
 BT2532
 BT2532.The horizontal coordinates were established by GPS observations
 BT2532.and adjusted by the National Geodetic Survey in March 1994..
 BT2532
 BT2532.The orthometric height was determined by GPS observations and a
 BT2532.high-resolution geoid model.
 BT2532
 BT2532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2532
 BT2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2532
 BT2532.The ellipsoidal height was determined by GPS observations
 BT2532.and is referenced to NAD 83.
 BT2532
 BT2532.The geoid height was determined by GEOID03.
 BT2532
 BT2532;                    North         East     Units Scale Factor Converg.
 BT2532;SPC AL E     -    80,461.722   246,602.478   MT  0.99998678   +0 15 12.8
 BT2532;UTM  16      - 3,455,702.740   657,710.551   MT  0.99990680   +0 51 30.7
 BT2532
 BT2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2532!SPC AL E     -   0.99999194  x   0.99998678  =   0.99997872
 BT2532!UTM  16      -   0.99999194  x   0.99990680  =   0.99989874
 BT2532
 BT2532|---------------------------------------------------------------------|
 BT2532| PID    Reference Object                     Distance      Geod. Az  |
 BT2532|                                                           dddmmss.s |
 BT2532| BT2531 35 17                               391.292 METERS 19023     |
 BT2532|---------------------------------------------------------------------|
 BT2532
 BT2532                          SUPERSEDED SURVEY CONTROL
 BT2532
 BT2532  ELLIP H (03/24/94)   51.35   (m)                       GP(       ) 4 1
 BT2532  NGVD 29 (05/23/94)   78.6    (m)          258.     (f) GPS OBS        
 BT2532
 BT2532.Superseded values are not recommended for survey control.
 BT2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2532.See file dsdata.txt to determine how the superseded data were derived.
 BT2532
 BT2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5771155703(NAD 83)
 BT2532_MARKER: DD = SURVEY DISK
 BT2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2532_SP_SET: CONCRETE POST
 BT2532_STAMPING: 35-18 1993
 BT2532_MARK LOGO: ALHD  
 BT2532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2532+STABILITY: SURFACE MOTION
 BT2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2532+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2532
 BT2532  HISTORY     - Date     Condition        Report By
 BT2532  HISTORY     - 1993     MONUMENTED       ALHD
 BT2532
 BT2532                          STATION DESCRIPTION
 BT2532
 BT2532'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2532'THE STATION IS IN HOUSTON COUNTY ON THE EAST RIGHT OF WAY OF A PAVED
 BT2532'STREET IN DOTHAN.
 BT2532'TO REACH THE STATION FROM THE CENTER OF THE AL 210 OVERPASS OVER AL 52
 BT2532'(MILEPOST 10.04 ON AL 210 AND MILEPOST 65.93 ON AL 52) IN DOTHAN,
 BT2532'DRIVE EAST AND NORTHEAST ON AL 52 FOR 0.95 MI (1.53 KM) TO MILEPOST
 BT2532'66.9 AND A PAVED STREET RIGHT AT THE HIGHWAY DEPARTMENT.  TURN RIGHT
 BT2532'ON THE PAVED STREET AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO THE
 BT2532'STATION ON THE LEFT IN FRONT OF THE HIGHWAY DEPARTMENT.
 BT2532'THE STATION IS 18.4 FT (5.6 M) WEST OF AN EMPLOYEE OF THE QUARTER
 BT2532'SIGN, 47.4 FT (14.4 M) EAST OF THE CENTERLINE OF THE PAVED STREET,
 BT2532'74.1 FT (22.6 M) SOUTH-SOUTHEAST OF A POWER AND CABLE POLE, 93.0 FT
 BT2532'(28.3 M) WEST OF THE NORTHWEST CORNER OF THE HIGHWAY DEPARTMENT
 BT2532'BUILDING, 93.8 FT (28.6 M) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 BT2532'HIGHWAY DEPARTMENT BUILDING, 119.9 FT (36.5 M) SOUTHWEST OF A FLAG
 BT2532'POLE, 125.3 FT (38.2 M) NORTH-NORTHEAST OF A FIRE HYDRANT, 137.7 FT
 BT2532'(42.0 M) SOUTH OF A BUCKLE UP SIGN, 2.0 FT (0.6 M) WEST OF A
 BT2532'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2532'STATION 35-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2533 ***********************************************************************
 BT2533  DESIGNATION -  35 19
 BT2533  PID         -  BT2533
 BT2533  STATE/COUNTY-  AL/HOUSTON
 BT2533  USGS QUAD   -  DOTHAN WEST (1981)
 BT2533
 BT2533                         *CURRENT SURVEY CONTROL
 BT2533  ___________________________________________________________________
 BT2533* NAD 83(1992)-  31 08 37.33556(N)    085 26 25.52316(W)     ADJUSTED  
 BT2533* NAVD 88     -        73.7    (meters)     242.     (feet)  GPS OBS   
 BT2533  ___________________________________________________________________
 BT2533  X           -     434,349.009 (meters)                     COMP
 BT2533  Y           -  -5,446,515.980 (meters)                     COMP
 BT2533  Z           -   3,279,564.060 (meters)                     COMP
 BT2533  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BT2533  ELLIP HEIGHT-          46.30  (meters)          (07/29/02) GPS OBS
 BT2533  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BT2533
 BT2533  HORZ ORDER  -  FIRST
 BT2533  ELLP ORDER  -  FOURTH    CLASS I
 BT2533
 BT2533.The horizontal coordinates were established by GPS observations
 BT2533.and adjusted by the National Geodetic Survey in March 1994..
 BT2533
 BT2533.The orthometric height was determined by GPS observations and a
 BT2533.high-resolution geoid model.
 BT2533
 BT2533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2533
 BT2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2533
 BT2533.The ellipsoidal height was determined by GPS observations
 BT2533.and is referenced to NAD 83.
 BT2533
 BT2533.The geoid height was determined by GEOID03.
 BT2533
 BT2533;                    North         East     Units Scale Factor Converg.
 BT2533;SPC AL E     -    71,428.776   237,466.851   MT  0.99997731   +0 12 11.6
 BT2533;UTM  16      - 3,446,574.796   648,671.527   MT  0.99987264   +0 48 24.3
 BT2533
 BT2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2533!SPC AL E     -   0.99999273  x   0.99997731  =   0.99997004
 BT2533!UTM  16      -   0.99999273  x   0.99987264  =   0.99986537
 BT2533
 BT2533|---------------------------------------------------------------------|
 BT2533| PID    Reference Object                     Distance      Geod. Az  |
 BT2533|                                                           dddmmss.s |
 BT2533| BT2534 35 20                               390.214 METERS 35551     |
 BT2533|---------------------------------------------------------------------|
 BT2533
 BT2533                          SUPERSEDED SURVEY CONTROL
 BT2533
 BT2533  ELLIP H (03/24/94)   46.34   (m)                       GP(       ) 4 1
 BT2533  NGVD 29 (05/23/94)   73.8    (m)          242.     (f) GPS OBS        
 BT2533
 BT2533.Superseded values are not recommended for survey control.
 BT2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2533.See file dsdata.txt to determine how the superseded data were derived.
 BT2533
 BT2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4867246575(NAD 83)
 BT2533_MARKER: DD = SURVEY DISK
 BT2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2533_SP_SET: CONCRETE POST
 BT2533_STAMPING: 35-19 1993
 BT2533_MARK LOGO: ALHD  
 BT2533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2533+STABILITY: SURFACE MOTION
 BT2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2533+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2533
 BT2533  HISTORY     - Date     Condition        Report By
 BT2533  HISTORY     - 1993     MONUMENTED       ALHD
 BT2533
 BT2533                          STATION DESCRIPTION
 BT2533
 BT2533'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2533'THE STATION IS IN HOUSTON COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 BT2533'COUNTY ROAD ABOUT 6.20 MI (9.98 KM) SOUTH-SOUTHWEST OF DOTHAN AND
 BT2533'ABOUT 2.0 MI (3.2 KM) EAST OF TAYLOR.
 BT2533'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 SOUTH
 BT2533'BYPASS) AND U.S. 231 (MILEPOST 0.00 ON AL 210 AND MILEPOST 13.32 ON
 BT2533'U.S. 231) IN DOTHAN, DRIVE SOUTH ON U.S. 231 FOR 0.10 MI (0.16 KM) TO
 BT2533'MILEPOST 13.20 AND HOUSTON COUNTY ROAD 203 RIGHT (OLD U.S. 231). TURN
 BT2533'RIGHT ON HOUSTON COUNTY ROAD 203 AND DRIVE SOUTHWEST FOR 3.45 MI
 BT2533'(5.55 KM) TO A PAVED COUNTY ROAD RIGHT.  TURN RIGHT ON THE PAVED
 BT2533'COUNTY ROAD AND DRIVE WEST FOR 0.35 MI (0.56 KM) TO A T-INTERSECTION
 BT2533'WITH A PAVED COUNTY ROAD LEFT AND RIGHT.  TURN LEFT ON THE PAVED
 BT2533'COUNTY ROAD AND DRIVE SOUTH FOR 0.55 MI (0.89 KM) TO THE STATION ON
 BT2533'THE RIGHT.
 BT2533'THE STATION IS 30.1 FT (9.2 M) WEST OF THE CENTERLINE OF A PAVED
 BT2533'COUNTY ROAD, 72.8 FT (22.2 M) SOUTH-SOUTHEAST OF AN OLD TREATED POST
 BT2533'WITH A RUSTY RAIN GUAGE ON TOP, 73.0 FT (22.3 M) EAST OF THE EAST
 BT2533'SIDE OF A GRAIN BIN, 83.2 FT (25.4 M) SOUTH-SOUTHEAST OF THE CENTER
 BT2533'OF A DRIVEWAY TO A TIN BARN BY A BRICK HOME, 84.7 FT (25.8 M)
 BT2533'NORTH-NORTHWEST OF A POWER POLE, 109.8 FT (33.5 M) SOUTH-SOUTHEAST OF
 BT2533'A POWER POLE, 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS POST AND SET
 BT2533'FLUSH WITH THE GROUND.
 BT2533'STATION 35-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2388 ***********************************************************************
 BT2388  DESIGNATION -  35 2
 BT2388  PID         -  BT2388
 BT2388  STATE/COUNTY-  AL/HOUSTON
 BT2388  USGS QUAD   -  DOTHAN EAST (1981)
 BT2388
 BT2388                         *CURRENT SURVEY CONTROL
 BT2388  ___________________________________________________________________
 BT2388* NAD 83(1992)-  31 11 32.36612(N)    085 18 33.62930(W)     ADJUSTED  
 BT2388* NAVD 88     -        83.5    (meters)     274.     (feet)  GPS OBS   
 BT2388  ___________________________________________________________________
 BT2388  X           -     446,580.975 (meters)                     COMP
 BT2388  Y           -  -5,442,735.857 (meters)                     COMP
 BT2388  Z           -   3,284,181.654 (meters)                     COMP
 BT2388  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 BT2388  ELLIP HEIGHT-          56.15  (meters)          (07/29/02) GPS OBS
 BT2388  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BT2388
 BT2388  HORZ ORDER  -  FIRST
 BT2388  ELLP ORDER  -  FOURTH    CLASS I
 BT2388
 BT2388.The horizontal coordinates were established by GPS observations
 BT2388.and adjusted by the National Geodetic Survey in December 1992..
 BT2388
 BT2388.The orthometric height was determined by GPS observations and a
 BT2388.high-resolution geoid model.
 BT2388
 BT2388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2388
 BT2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2388
 BT2388.The ellipsoidal height was determined by GPS observations
 BT2388.and is referenced to NAD 83.
 BT2388
 BT2388.The geoid height was determined by GEOID03.
 BT2388
 BT2388;                    North         East     Units Scale Factor Converg.
 BT2388;SPC AL E     -    76,870.964   249,941.066   MT  0.99999075   +0 16 17.0
 BT2388;UTM  16      - 3,452,147.685   661,086.594   MT  0.99992008   +0 52 32.9
 BT2388
 BT2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2388!SPC AL E     -   0.99999118  x   0.99999075  =   0.99998193
 BT2388!UTM  16      -   0.99999118  x   0.99992008  =   0.99991126
 BT2388
 BT2388:                Primary Azimuth Mark                     Grid Az
 BT2388:SPC AL E     -  D 92                                     092 15 35.0
 BT2388:UTM  16      -  D 92                                     091 39 19.1
 BT2388
 BT2388|---------------------------------------------------------------------|
 BT2388| PID    Reference Object                     Distance      Geod. Az  |
 BT2388|                                                           dddmmss.s |
 BT2388| BT2405 D 92                                APPROX. 0.5 KM 0923152.0 |
 BT2388|---------------------------------------------------------------------|
 BT2388
 BT2388                          SUPERSEDED SURVEY CONTROL
 BT2388
 BT2388  ELLIP H (12/04/92)   56.20   (m)                       GP(       ) 4 1
 BT2388  NAD 83(1992)-  31 11 32.37241(N)    085 18 33.63134(W) AD(       ) 1
 BT2388  NGVD 29 (12/04/92)   83.6    (m)          274.     (f) GPS OBS        
 BT2388
 BT2388.Superseded values are not recommended for survey control.
 BT2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2388.See file dsdata.txt to determine how the superseded data were derived.
 BT2388
 BT2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6108752148(NAD 83)
 BT2388_MARKER: DD = SURVEY DISK
 BT2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2388_SP_SET: CONCRETE POST
 BT2388_STAMPING: 35-2 1991
 BT2388_MARK LOGO: ALHD  
 BT2388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2388+STABILITY: SURFACE MOTION
 BT2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2388+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1992
 BT2388
 BT2388  HISTORY     - Date     Condition        Report By
 BT2388  HISTORY     - 1991     MONUMENTED       ALHD
 BT2388  HISTORY     - 19920108 GOOD
 BT2388
 BT2388                          STATION DESCRIPTION
 BT2388
 BT2388'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2388'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2388'U.S. 84, IN COWARTS.
 BT2388'TO REACH THE STATION FROM THE JUNCTION OF U. S. 84 EAST AND THE EAST
 BT2388'SIDE OF THE ROSS CLARK CIRCLE (MILE POST 216.95 ON U. S. 84 AND MILE
 BT2388'POST 10.55 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE EAST ON U.S. 84 FOR
 BT2388'3.60 MI (5.79 KM) TO MILE POST 220.55 AND THE STATION ON THE RIGHT.
 BT2388'THE STATION IS 14.1 FT (4.3 M) NORTHWEST OF A RED AND WHITE FIRE
 BT2388'HYDRANT, 20.3 FT (6.2 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE DITCH
 BT2388'FLUME, 19.2 FT (5.9 M) NORTH-NORTHEAST OF A CREOSOTE POST, 55.8 FT
 BT2388'(17.0 M) SOUTHEAST OF THE SOUTH END OF A 15-INCH SPAN BY 10-INCH RISE
 BT2388'CORREGATED METAL PIPE UNDER U.S. 84, 59.2 FT (18.0 M) EAST-SOUTHEAST
 BT2388'OF AN 18-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 72.4 FT
 BT2388'(22.1 M) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 84,
 BT2388'78.0 FT (23.8 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 95.6 FT
 BT2388'(29.1 M) NORTHEAST OF THE NORTHEAST CORNER AND EAST GATE POST OF A
 BT2388'6-FOOT CHAIN LINK FENCE WITH 3 STRANDS OF BARBED WIRE, 1.9 FT
 BT2388'(0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2388'GROUND.
 BT2388'STATION D-92 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2388
 BT2388                          STATION RECOVERY (1992)
 BT2388
 BT2388'RECOVERED 1992
 BT2388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2534 ***********************************************************************
 BT2534  DESIGNATION -  35 20
 BT2534  PID         -  BT2534
 BT2534  STATE/COUNTY-  AL/HOUSTON
 BT2534  USGS QUAD   -  DOTHAN WEST (1981)
 BT2534
 BT2534                         *CURRENT SURVEY CONTROL
 BT2534  ___________________________________________________________________
 BT2534* NAD 83(1992)-  31 08 49.97253(N)    085 26 26.58930(W)     ADJUSTED  
 BT2534* NAVD 88     -        75.5    (meters)     248.     (feet)  GPS OBS   
 BT2534  ___________________________________________________________________
 BT2534  X           -     434,304.980 (meters)                     COMP
 BT2534  Y           -  -5,446,319.111 (meters)                     COMP
 BT2534  Z           -   3,279,898.090 (meters)                     COMP
 BT2534  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 BT2534  ELLIP HEIGHT-          48.11  (meters)          (07/29/02) GPS OBS
 BT2534  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BT2534
 BT2534  HORZ ORDER  -  FIRST
 BT2534  ELLP ORDER  -  FOURTH    CLASS I
 BT2534
 BT2534.The horizontal coordinates were established by GPS observations
 BT2534.and adjusted by the National Geodetic Survey in March 1994..
 BT2534
 BT2534.The orthometric height was determined by GPS observations and a
 BT2534.high-resolution geoid model.
 BT2534
 BT2534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2534
 BT2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2534
 BT2534.The ellipsoidal height was determined by GPS observations
 BT2534.and is referenced to NAD 83.
 BT2534
 BT2534.The geoid height was determined by GEOID03.
 BT2534
 BT2534;                    North         East     Units Scale Factor Converg.
 BT2534;SPC AL E     -    71,817.855   237,437.231   MT  0.99997728   +0 12 11.1
 BT2534;UTM  16      - 3,446,963.501   648,637.814   MT  0.99987252   +0 48 24.0
 BT2534
 BT2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2534!SPC AL E     -   0.99999245  x   0.99997728  =   0.99996973
 BT2534!UTM  16      -   0.99999245  x   0.99987252  =   0.99986497
 BT2534
 BT2534|---------------------------------------------------------------------|
 BT2534| PID    Reference Object                     Distance      Geod. Az  |
 BT2534|                                                           dddmmss.s |
 BT2534| BT2533 35 19                               390.214 METERS 17551     |
 BT2534|---------------------------------------------------------------------|
 BT2534
 BT2534                          SUPERSEDED SURVEY CONTROL
 BT2534
 BT2534  ELLIP H (03/24/94)   48.15   (m)                       GP(       ) 4 1
 BT2534  NGVD 29 (05/23/94)   75.5    (m)          248.     (f) GPS OBS        
 BT2534
 BT2534.Superseded values are not recommended for survey control.
 BT2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2534.See file dsdata.txt to determine how the superseded data were derived.
 BT2534
 BT2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4863846964(NAD 83)
 BT2534_MARKER: DD = SURVEY DISK
 BT2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2534_SP_SET: CONCRETE POST
 BT2534_STAMPING: 35-20 1993
 BT2534_MARK LOGO: ALHD  
 BT2534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2534+STABILITY: SURFACE MOTION
 BT2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2534+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2534
 BT2534  HISTORY     - Date     Condition        Report By
 BT2534  HISTORY     - 1993     MONUMENTED       ALHD
 BT2534
 BT2534                          STATION DESCRIPTION
 BT2534
 BT2534'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2534'THE STATION IS IN HOUSTON COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 BT2534'COUNTY ROAD ABOUT 6.0 MI (9.7 KM) SOUTH-SOUTHWEST OF DOTHAN AND ABOUT
 BT2534'2.20 MI (3.54 KM) EAST OF TAYLOR.
 BT2534'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 SOUTH
 BT2534'BYPASS) AND U.S. 231 (MILEPOST 0.00 ON AL 210 AND MILEPOST 13.32 ON
 BT2534'U.S. 231) IN DOTHAN, DRIVE SOUTH ON U.S. 231 FOR 0.10 MI (0.16 KM) TO
 BT2534'MILEPOST 13.20 AND HOUSTON COUNTY ROAD 203 RIGHT (OLD U.S. 231). TURN
 BT2534'RIGHT ON HOUSTON COUNTY ROAD 203 AND DRIVE SOUTHWEST FOR 3.45 MI
 BT2534'(5.55 KM) TO A PAVED COUNTY ROAD RIGHT.  TURN RIGHT ON THE PAVED
 BT2534'COUNTY ROAD AND DRIVE WEST FOR 0.35 MI (0.56 KM) TO A T-INTERSECTION
 BT2534'WITH A PAVED COUNTY ROAD LEFT AND RIGHT.  TURN LEFT ON THE PAVED
 BT2534'COUNTY ROAD AND DRIVE SOUTH FOR 0.30 MI (0.48 KM) TO THE STATION ON
 BT2534'THE RIGHT.
 BT2534'THE STATION IS 32.5 FT (9.9 M) WEST OF THE CENTERLINE OF A PAVED
 BT2534'COUNTY ROAD, 89.6 FT (27.3 M) SOUTH OF A JUNCTION POWER POLE, 91.0 FT
 BT2534'(27.7 M) SOUTHWEST OF THE TOP OF THE SOUTH END OF AN EIGHTEEN-INCH
 BT2534'CONCRETE DRAINAGE PIPE UNDER A DRIVEWAY ACROSS THE ROAD, 95.2 FT
 BT2534'(29.0 M) SOUTH-SOUTHWEST OF THE CENTER OF A DIRT DRIVEWAY ACROSS THE
 BT2534'ROAD, 115.6 FT (35.2 M) SOUTH-SOUTHWEST OF A METAL MAILBOX ON A FOUR
 BT2534'BY FOUR TREATED WOOD POST, 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS
 BT2534'POST AND SET FLUSH WITH THE GROUND.
 BT2534'STATION 35-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2535 ***********************************************************************
 BT2535  DESIGNATION -  35 21
 BT2535  PID         -  BT2535
 BT2535  STATE/COUNTY-  AL/HOUSTON
 BT2535  USGS QUAD   -  ASHFORD (1970)
 BT2535
 BT2535                         *CURRENT SURVEY CONTROL
 BT2535  ___________________________________________________________________
 BT2535* NAD 83(1992)-  31 07 47.34796(N)    085 14 24.58393(W)     ADJUSTED  
 BT2535* NAVD 88     -        64.2    (meters)     211.     (feet)  GPS OBS   
 BT2535  ___________________________________________________________________
 BT2535  X           -     453,448.416 (meters)                     COMP
 BT2535  Y           -  -5,445,749.644 (meters)                     COMP
 BT2535  Z           -   3,278,241.340 (meters)                     COMP
 BT2535  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BT2535  ELLIP HEIGHT-          36.64  (meters)          (07/29/02) GPS OBS
 BT2535  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BT2535
 BT2535  HORZ ORDER  -  FIRST
 BT2535  ELLP ORDER  -  FOURTH    CLASS I
 BT2535
 BT2535.The horizontal coordinates were established by GPS observations
 BT2535.and adjusted by the National Geodetic Survey in March 1994..
 BT2535
 BT2535.The orthometric height was determined by GPS observations and a
 BT2535.high-resolution geoid model.
 BT2535
 BT2535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2535
 BT2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2535
 BT2535.The ellipsoidal height was determined by GPS observations
 BT2535.and is referenced to NAD 83.
 BT2535
 BT2535.The geoid height was determined by GEOID03.
 BT2535
 BT2535;                    North         East     Units Scale Factor Converg.
 BT2535;SPC AL E     -    69,974.286   256,571.693   MT  0.99999946   +0 18 24.0
 BT2535;UTM  16      - 3,445,321.693   667,789.128   MT  0.99994727   +0 54 36.0
 BT2535
 BT2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2535!SPC AL E     -   0.99999425  x   0.99999946  =   0.99999371
 BT2535!UTM  16      -   0.99999425  x   0.99994727  =   0.99994152
 BT2535
 BT2535:                Primary Azimuth Mark                     Grid Az
 BT2535:SPC AL E     -  35 22                                    001 50 05.7
 BT2535:UTM  16      -  35 22                                    001 13 53.7
 BT2535
 BT2535|---------------------------------------------------------------------|
 BT2535| PID    Reference Object                     Distance      Geod. Az  |
 BT2535|                                                           dddmmss.s |
 BT2535| BT2536 35 22                               423.324 METERS 0020829.7 |
 BT2535|---------------------------------------------------------------------|
 BT2535
 BT2535                          SUPERSEDED SURVEY CONTROL
 BT2535
 BT2535  ELLIP H (03/24/94)   36.69   (m)                       GP(       ) 4 1
 BT2535  NGVD 29 (05/23/94)   64.2    (m)          211.     (f) GPS OBS        
 BT2535
 BT2535.Superseded values are not recommended for survey control.
 BT2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2535.See file dsdata.txt to determine how the superseded data were derived.
 BT2535
 BT2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6778945322(NAD 83)
 BT2535_MARKER: DD = SURVEY DISK
 BT2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2535_SP_SET: CONCRETE POST
 BT2535_STAMPING: 35-21 1993
 BT2535_MARK LOGO: ALHD  
 BT2535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2535+STABILITY: SURFACE MOTION
 BT2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2535+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2535
 BT2535  HISTORY     - Date     Condition        Report By
 BT2535  HISTORY     - 1993     MONUMENTED       ALHD
 BT2535
 BT2535                          STATION DESCRIPTION
 BT2535
 BT2535'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2535'THE STATION IS IN HOUSTON COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 BT2535'COUNTY ROAD ABOUT 11.05 MI (17.78 KM) SOUTHEAST OF DOTHAN AND ABOUT
 BT2535'3.60 MI (5.79 KM) SOUTH OF ASHFORD.
 BT2535'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 SOUTHEAST
 BT2535'BYPASS) AND AL 53 (MILEPOST 12.25 ON AL 210 AND MILEPOST 18.67 ON AL
 BT2535'53) IN DOTHAN, DRIVE SOUTHEAST ON AL 53 FOR 3.0 MI (4.8 KM) TO
 BT2535'MILEPOST 15.65 AND HOUSTON COUNTY ROAD 19 LEFT AND RIGHT.  TURN LEFT
 BT2535'ON HOUSTON COUNTY ROAD 19 AND DRIVE NORTHEAST FOR 0.05 MI (0.08 KM)
 BT2535'TO HOUSTON COUNTY ROAD 24 RIGHT. TURN RIGHT ON HOUSTON COUNTY ROAD 24
 BT2535'AND DRIVE SOUTHEAST FOR 5.60 MI (9.01 KM) TO A CROSSROADS WITH A
 BT2535'PAVED COUNTY ROAD LEFT AND RIGHT.  CONTINUE EAST ON HOUSTON COUNTY
 BT2535'ROAD 24 FOR 0.70 MI (1.13 KM) TO A PAVED CROSSROADS WITH HOUSTON
 BT2535'COUNTY ROAD 55 LEFT AND RIGHT.  CONTINUE EAST ON HOUSTON COUNTY ROAD
 BT2535'24 FOR 0.80 MI (1.29 KM) TO A PAVED COUNTY ROAD LEFT.  TURN LEFT ON
 BT2535'THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO THE
 BT2535'STATION ON THE LEFT.
 BT2535'THE STATION IS 31.6 FT (9.6 M) WEST OF THE CENTERLINE OF A PAVED
 BT2535'COUNTY ROAD, 32.8 FT (10.0 M) NORTHEAST OF THE NORTHEAST POST OF AN
 BT2535'EQUIPMENT SHED ATTACHED TO THE STORAGE SHED, 49.7 FT (15.1 M)
 BT2535'NORTH-NORTHEAST OF THE CENTER OF THE DOOR TO A STORAGE SHED, 53.7 FT
 BT2535'(16.4 M) EAST-NORTHEAST OF THE NORTHWEST POST OF AN EQUIPMENT SHED
 BT2535'ATTACHED TO THE STORAGE SHED, 95.6 FT (29.1 M) SOUTH-SOUTHEAST OF A
 BT2535'SECURITY LIGHT POLE WITH NO WIRES, 8.3 FT (2.5 M) NORTH-NORTHWEST OF
 BT2535'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2535'STATION 35-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2536 ***********************************************************************
 BT2536  DESIGNATION -  35 22
 BT2536  PID         -  BT2536
 BT2536  STATE/COUNTY-  AL/HOUSTON
 BT2536  USGS QUAD   -  ASHFORD (1970)
 BT2536
 BT2536                         *CURRENT SURVEY CONTROL
 BT2536  ___________________________________________________________________
 BT2536* NAD 83(1992)-  31 08 01.08368(N)    085 14 23.98680(W)     ADJUSTED  
 BT2536* NAVD 88     -        66.5    (meters)     218.     (feet)  GPS OBS   
 BT2536  ___________________________________________________________________
 BT2536  X           -     453,446.197 (meters)                     COMP
 BT2536  Y           -  -5,445,532.354 (meters)                     COMP
 BT2536  Z           -   3,278,604.646 (meters)                     COMP
 BT2536  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BT2536  ELLIP HEIGHT-          38.96  (meters)          (07/29/02) GPS OBS
 BT2536  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BT2536
 BT2536  HORZ ORDER  -  FIRST
 BT2536  ELLP ORDER  -  FOURTH    CLASS I
 BT2536
 BT2536.The horizontal coordinates were established by GPS observations
 BT2536.and adjusted by the National Geodetic Survey in March 1994..
 BT2536
 BT2536.The orthometric height was determined by GPS observations and a
 BT2536.high-resolution geoid model.
 BT2536
 BT2536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2536
 BT2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2536
 BT2536.The ellipsoidal height was determined by GPS observations
 BT2536.and is referenced to NAD 83.
 BT2536
 BT2536.The geoid height was determined by GEOID03.
 BT2536
 BT2536;                    North         East     Units Scale Factor Converg.
 BT2536;SPC AL E     -    70,397.393   256,585.247   MT  0.99999948   +0 18 24.4
 BT2536;UTM  16      - 3,445,744.897   667,798.226   MT  0.99994731   +0 54 36.7
 BT2536
 BT2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2536!SPC AL E     -   0.99999388  x   0.99999948  =   0.99999336
 BT2536!UTM  16      -   0.99999388  x   0.99994731  =   0.99994119
 BT2536
 BT2536:                Primary Azimuth Mark                     Grid Az
 BT2536:SPC AL E     -  35 21                                    181 50 05.6
 BT2536:UTM  16      -  35 21                                    181 13 53.3
 BT2536
 BT2536|---------------------------------------------------------------------|
 BT2536| PID    Reference Object                     Distance      Geod. Az  |
 BT2536|                                                           dddmmss.s |
 BT2536| BT2535 35 21                               423.324 METERS 1820830.0 |
 BT2536|---------------------------------------------------------------------|
 BT2536
 BT2536                          SUPERSEDED SURVEY CONTROL
 BT2536
 BT2536  ELLIP H (03/24/94)   39.01   (m)                       GP(       ) 4 1
 BT2536  NGVD 29 (05/23/94)   66.6    (m)          219.     (f) GPS OBS        
 BT2536
 BT2536.Superseded values are not recommended for survey control.
 BT2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2536.See file dsdata.txt to determine how the superseded data were derived.
 BT2536
 BT2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6779845745(NAD 83)
 BT2536_MARKER: DD = SURVEY DISK
 BT2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2536_SP_SET: CONCRETE POST
 BT2536_STAMPING: 35-22 1993
 BT2536_MARK LOGO: ALHD  
 BT2536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2536+STABILITY: SURFACE MOTION
 BT2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2536+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 BT2536
 BT2536  HISTORY     - Date     Condition        Report By
 BT2536  HISTORY     - 1993     MONUMENTED       ALHD
 BT2536  HISTORY     - 20031208 GOOD             JCLS
 BT2536
 BT2536                          STATION DESCRIPTION
 BT2536
 BT2536'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2536'THE STATION IS IN HOUSTON COUNTY ON THE EAST RIGHT OF WAY OF A PAVED
 BT2536'COUNTY ROAD ABOUT 10.95 MI (17.62 KM) SOUTHEAST OF DOTHAN AND ABOUT
 BT2536'3.30 MI (5.31 KM) SOUTH OF ASHFORD.
 BT2536'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 SOUTHEAST
 BT2536'BYPASS) AND AL 53 (MILEPOST 12.25 ON AL 210 AND MILEPOST 18.67 ON AL
 BT2536'53) IN DOTHAN, DRIVE SOUTHEAST ON AL 53 FOR 3.0 MI (4.8 KM) TO
 BT2536'MILEPOST 15.65 AND HOUSTON COUNTY ROAD 19 LEFT AND RIGHT.  TURN LEFT
 BT2536'ON HOUSTON COUNTY ROAD 19 AND DRIVE NORTHEAST FOR 0.05 MI (0.08 KM)
 BT2536'TO HOUSTON COUNTY ROAD 24 RIGHT. TURN RIGHT ON HOUSTON COUNTY ROAD 24
 BT2536'AND DRIVE SOUTHEAST FOR 5.60 MI (9.01 KM) TO A CROSSROADS WITH A
 BT2536'PAVED COUNTY ROAD LEFT AND RIGHT.  CONTINUE EAST ON HOUSTON COUNTY
 BT2536'ROAD 24 FOR 0.70 MI (1.13 KM) TO A PAVED CROSSROADS WITH HOUSTON
 BT2536'COUNTY ROAD 55 LEFT AND RIGHT.  CONTINUE EAST ON HOUSTON COUNTY ROAD
 BT2536'24 FOR 0.80 MI (1.29 KM) TO A PAVED COUNTY ROAD LEFT.  TURN LEFT ON
 BT2536'THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.30 MI (0.48 KM) TO THE
 BT2536'STATION ON THE RIGHT.
 BT2536'THE STATION IS 2.6 FT (0.8 M) WEST OF A HOG WIRE FENCE ON OLD TREATED
 BT2536'WOOD POSTS, 40.2 FT (12.3 M) EAST OF THE CENTERLINE OF A PAVED COUNTY
 BT2536'ROAD, 140.9 FT (42.9 M) SOUTH OF A POWER POLE, 180.0 FT (54.9 M)
 BT2536'NORTH OF THE TOP OF THE EAST END OF AN EIGHTEEN-INCH CONCRETE DRAINAGE
 BT2536'PIPE UNDER THE PAVED COUNTY ROAD, 2.7 FT (0.8 M) WEST OF A CARSONITE
 BT2536'WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2536'STATION 35-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2536
 BT2536                          STATION RECOVERY (2003)
 BT2536
 BT2536'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 BT2536'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2537 ***********************************************************************
 BT2537  DESIGNATION -  35 23
 BT2537  PID         -  BT2537
 BT2537  STATE/COUNTY-  AL/HOUSTON
 BT2537  USGS QUAD   -  ASHFORD (1970)
 BT2537
 BT2537                         *CURRENT SURVEY CONTROL
 BT2537  ___________________________________________________________________
 BT2537* NAD 83(1992)-  31 08 01.07852(N)    085 08 04.79262(W)     ADJUSTED  
 BT2537* NAVD 88     -        73.8    (meters)     242.     (feet)  GPS OBS   
 BT2537  ___________________________________________________________________
 BT2537  X           -     463,456.942 (meters)                     COMP
 BT2537  Y           -  -5,444,695.775 (meters)                     COMP
 BT2537  Z           -   3,278,608.238 (meters)                     COMP
 BT2537  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BT2537  ELLIP HEIGHT-          46.17  (meters)          (07/29/02) GPS OBS
 BT2537  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BT2537
 BT2537  HORZ ORDER  -  FIRST
 BT2537  ELLP ORDER  -  FOURTH    CLASS I
 BT2537
 BT2537.The horizontal coordinates were established by GPS observations
 BT2537.and adjusted by the National Geodetic Survey in March 1994..
 BT2537
 BT2537.The orthometric height was determined by GPS observations and a
 BT2537.high-resolution geoid model.
 BT2537
 BT2537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2537
 BT2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2537
 BT2537.The ellipsoidal height was determined by GPS observations
 BT2537.and is referenced to NAD 83.
 BT2537
 BT2537.The geoid height was determined by GEOID03.
 BT2537
 BT2537;                    North         East     Units Scale Factor Converg.
 BT2537;SPC AL E     -    70,455.797   266,630.719   MT  1.00001474   +0 21 40.5
 BT2537;UTM  16      - 3,445,909.087   677,842.139   MT  0.99999013   +0 57 52.9
 BT2537
 BT2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2537!SPC AL E     -   0.99999275  x   1.00001474  =   1.00000749
 BT2537!UTM  16      -   0.99999275  x   0.99999013  =   0.99998288
 BT2537
 BT2537                          SUPERSEDED SURVEY CONTROL
 BT2537
 BT2537  ELLIP H (03/24/94)   46.22   (m)                       GP(       ) 4 1
 BT2537  NGVD 29 (05/23/94)   73.9    (m)          242.     (f) GPS OBS        
 BT2537
 BT2537.Superseded values are not recommended for survey control.
 BT2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2537.See file dsdata.txt to determine how the superseded data were derived.
 BT2537
 BT2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7784245909(NAD 83)
 BT2537_MARKER: DD = SURVEY DISK
 BT2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2537_SP_SET: CONCRETE POST
 BT2537_STAMPING: 35-23 1993
 BT2537_MARK LOGO: ALHD  
 BT2537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2537+STABILITY: SURFACE MOTION
 BT2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2537+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2537
 BT2537  HISTORY     - Date     Condition        Report By
 BT2537  HISTORY     - 1993     MONUMENTED       ALHD
 BT2537
 BT2537                          STATION DESCRIPTION
 BT2537
 BT2537'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2537'THE STATION IS IN HOUSTON COUNTY ON THE NORTH RIGHT OF WAY OF U.S. 84
 BT2537'ABOUT 6.90 MI (11.10 KM) SOUTHEAST OF ASHFORD AND ABOUT 11.60 MI
 BT2537'(18.67 KM) NORTHEAST OF COTTONWOOD.
 BT2537'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 EAST
 BT2537'BYPASS) AND U.S. 84 (MILEPOST 10.51 ON AL 210 AND MILEPOST 216.95 ON
 BT2537'U.S. 84) IN DOTHAN, DRIVE SOUTHEAST AND EAST ON U.S. 84 FOR 15.00 MI
 BT2537'(24.14 KM) TO MILEPOST 231.95, A PAVED COUNTY ROAD RIGHT, AND THE
 BT2537'STATION ON THE LEFT.
 BT2537'THE STATION IS 6.2 FT (1.9 M) SOUTH OF A HOG WIRE FENCE WITH ONE
 BT2537'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 25.2 FT (7.7 M)
 BT2537'NORTHEAST OF THE EAST LEG OF A GRAPHIC END OF ROAD LEFT OR RIGHT SIGN,
 BT2537'34.0 FT (10.4 M) NORTH OF THE CENTERLINE OF U.S. 84, 81.9 FT
 BT2537'(25.0 M) NORTH-NORTHWEST OF A TELEPHONE CABLE PEDESTAL 12 ACROSS THE
 BT2537'ROAD, 85.7 FT (26.1 M) NORTH-NORTHWEST OF THE NORTH LEG OF A PLEASANT
 BT2537'HILL BAPTIST CHURCH SIGN ACROSS THE ROAD, 89.8 FT (27.4 M) NORTH OF A
 BT2537'DULANEY ROAD AND STOP SIGN ACROSS THE ROAD, 6.7 FT (2.0 M) SOUTH OF A
 BT2537'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2537'STATION 35-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2538 ***********************************************************************
 BT2538  DESIGNATION -  35 24
 BT2538  PID         -  BT2538
 BT2538  STATE/COUNTY-  AL/HOUSTON
 BT2538  USGS QUAD   -  ASHFORD (1970)
 BT2538
 BT2538                         *CURRENT SURVEY CONTROL
 BT2538  ___________________________________________________________________
 BT2538* NAD 83(1992)-  31 08 00.35920(N)    085 07 41.03537(W)     ADJUSTED  
 BT2538* NAVD 88     -        56.0    (meters)     184.     (feet)  GPS OBS   
 BT2538  ___________________________________________________________________
 BT2538  X           -     464,083.735 (meters)                     COMP
 BT2538  Y           -  -5,444,638.658 (meters)                     COMP
 BT2538  Z           -   3,278,580.113 (meters)                     COMP
 BT2538  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BT2538  ELLIP HEIGHT-          28.45  (meters)          (07/29/02) GPS OBS
 BT2538  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BT2538
 BT2538  HORZ ORDER  -  FIRST
 BT2538  ELLP ORDER  -  FOURTH    CLASS I
 BT2538
 BT2538.The horizontal coordinates were established by GPS observations
 BT2538.and adjusted by the National Geodetic Survey in March 1994..
 BT2538
 BT2538.The orthometric height was determined by GPS observations and a
 BT2538.high-resolution geoid model.
 BT2538
 BT2538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2538
 BT2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2538
 BT2538.The ellipsoidal height was determined by GPS observations
 BT2538.and is referenced to NAD 83.
 BT2538
 BT2538.The geoid height was determined by GEOID03.
 BT2538
 BT2538;                    North         East     Units Scale Factor Converg.
 BT2538;SPC AL E     -    70,437.631   267,260.231   MT  1.00001578   +0 21 52.8
 BT2538;UTM  16      - 3,445,897.552   678,471.793   MT  0.99999290   +0 58 05.2
 BT2538
 BT2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2538!SPC AL E     -   0.99999553  x   1.00001578  =   1.00001131
 BT2538!UTM  16      -   0.99999553  x   0.99999290  =   0.99998843
 BT2538
 BT2538                          SUPERSEDED SURVEY CONTROL
 BT2538
 BT2538  ELLIP H (03/24/94)   28.50   (m)                       GP(       ) 4 1
 BT2538  NGVD 29 (05/23/94)   56.1    (m)          184.     (f) GPS OBS        
 BT2538
 BT2538.Superseded values are not recommended for survey control.
 BT2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2538.See file dsdata.txt to determine how the superseded data were derived.
 BT2538
 BT2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7847245898(NAD 83)
 BT2538_MARKER: DD = SURVEY DISK
 BT2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2538_SP_SET: CONCRETE POST
 BT2538_STAMPING: 35-24 1993
 BT2538_MARK LOGO: ALHD  
 BT2538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2538+STABILITY: SURFACE MOTION
 BT2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2538+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2538
 BT2538  HISTORY     - Date     Condition        Report By
 BT2538  HISTORY     - 1993     MONUMENTED       ALHD
 BT2538
 BT2538                          STATION DESCRIPTION
 BT2538
 BT2538'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2538'THE STATION IS IN HOUSTON COUNTY ON THE SOUTH RIGHT OF WAY OF U.S. 84
 BT2538'ABOUT 7.30 MI (11.75 KM) SOUTHEAST OF ASHFORD AND ABOUT 11.90 MI
 BT2538'(19.15 KM) NORTHEAST OF COTTONWOOD.
 BT2538'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 EAST
 BT2538'BYPASS) AND U.S. 84 (MILEPOST 10.51 ON AL 210 AND MILEPOST 216.95 ON
 BT2538'U.S. 84) IN DOTHAN, DRIVE SOUTHEAST AND EAST ON U.S. 84 FOR 15.40 MI
 BT2538'(24.78 KM) TO MILEPOST 232.35 AND THE STATION OF THE RIGHT.
 BT2538'THE STATION IS 3.0 FT (0.9 M) NORTH OF A HOG WIRE FENCE WITH ONE
 BT2538'STRAND OF BARBED WIRE ON OLD AND NEW TREATED WOOD POSTS, 37.7 FT
 BT2538'(11.5 M) SOUTH OF THE CENTERLINE OF U.S. 84, 164.6 FT (50.2 M) EAST
 BT2538'OF A POWER POLE, 171.1 FT (52.2 M) WEST OF AN ANGLE POWER POLE WITH
 BT2538'TWO GUY WIRES (ONE OF WHICH IS CONNECTED TO A STABILIZER POLE ACROSS
 BT2538'THE ROAD), 174.2 FT (53.1 M) WEST-SOUTHWEST OF A STABILIZER POLE
 BT2538'ACROSS THE ROAD, 3.0 FT (0.9 M) NORTH OS A CARSONITE WITNESS POST AND
 BT2538'SET FLUSH WITH THE GROUND.
 BT2538'STATION 35-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2539 ***********************************************************************
 BT2539  DESIGNATION -  35 25
 BT2539  PID         -  BT2539
 BT2539  STATE/COUNTY-  AL/HOUSTON
 BT2539  USGS QUAD   -  MADRID (1969)
 BT2539
 BT2539                         *CURRENT SURVEY CONTROL
 BT2539  ___________________________________________________________________
 BT2539* NAD 83(1992)-  31 03 29.41344(N)    085 25 48.20586(W)     ADJUSTED  
 BT2539* NAVD 88     -        55.5    (meters)     182.     (feet)  GPS OBS   
 BT2539  ___________________________________________________________________
 BT2539  X           -     435,723.424 (meters)                     COMP
 BT2539  Y           -  -5,451,304.580 (meters)                     COMP
 BT2539  Z           -   3,271,434.380 (meters)                     COMP
 BT2539  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BT2539  ELLIP HEIGHT-          27.87  (meters)          (08/29/05) GPS OBS
 BT2539  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BT2539
 BT2539  HORZ ORDER  -  A
 BT2539  ELLP ORDER  -  FOURTH    CLASS I
 BT2539
 BT2539.The horizontal coordinates were established by GPS observations
 BT2539.and adjusted by the National Geodetic Survey in August 2005..
 BT2539
 BT2539.The orthometric height was determined by GPS observations and a
 BT2539.high-resolution geoid model.
 BT2539
 BT2539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2539
 BT2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2539
 BT2539.The ellipsoidal height was determined by GPS observations
 BT2539.and is referenced to NAD 83.
 BT2539
 BT2539.The geoid height was determined by GEOID03.
 BT2539
 BT2539;                    North         East     Units Scale Factor Converg.
 BT2539;SPC AL E     -    61,949.349   238,489.802   MT  0.99997827   +0 12 29.0
 BT2539;SPC FL N     -   228,517.518   511,224.390   MT  1.00006910   -0 28 02.6
 BT2539;SPC FL N     -   749,727.89  1,677,242.02   sFT  1.00006910   -0 28 02.6
 BT2539;UTM  16      - 3,437,107.631   649,794.033   MT  0.99987678   +0 48 36.3
 BT2539
 BT2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2539!SPC AL E     -   0.99999562  x   0.99997827  =   0.99997389
 BT2539!SPC FL N     -   0.99999562  x   1.00006910  =   1.00006472
 BT2539!UTM  16      -   0.99999562  x   0.99987678  =   0.99987240
 BT2539
 BT2539:                Primary Azimuth Mark                     Grid Az
 BT2539:SPC AL E     -  35 26                                    329 30 44.2
 BT2539:SPC FL N     -  35 26                                    330 11 15.8
 BT2539:UTM  16      -  35 26                                    328 54 36.9
 BT2539
 BT2539|---------------------------------------------------------------------|
 BT2539| PID    Reference Object                     Distance      Geod. Az  |
 BT2539|                                                           dddmmss.s |
 BT2539| BT2540 35 26                               428.683 METERS 3294313.2 |
 BT2539|---------------------------------------------------------------------|
 BT2539
 BT2539                          SUPERSEDED SURVEY CONTROL
 BT2539
 BT2539  ELLIP H (07/29/02)   27.84   (m)                       GP(       ) 4 1
 BT2539  NAD 83(1992)-  31 03 29.41596(N)    085 25 48.20710(W) AD(       ) 1
 BT2539  ELLIP H (03/24/94)   27.89   (m)                       GP(       ) 4 1
 BT2539  NGVD 29 (05/23/94)   55.5    (m)          182.     (f) GPS OBS        
 BT2539
 BT2539.Superseded values are not recommended for survey control.
 BT2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2539.See file dsdata.txt to determine how the superseded data were derived.
 BT2539
 BT2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4979437108(NAD 83)
 BT2539_MARKER: DD = SURVEY DISK
 BT2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2539_SP_SET: CONCRETE POST
 BT2539_STAMPING: 35-25 1993
 BT2539_MARK LOGO: ALHD  
 BT2539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2539+STABILITY: SURFACE MOTION
 BT2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2539+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BT2539
 BT2539  HISTORY     - Date     Condition        Report By
 BT2539  HISTORY     - 1993     MONUMENTED       ALHD
 BT2539  HISTORY     - 20040412 GOOD             ALHD
 BT2539  HISTORY     - 20040624 GOOD             FLDT
 BT2539
 BT2539                          STATION DESCRIPTION
 BT2539
 BT2539'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2539'THE STATION IS IN HOUSTON COUNTY ON THE NORTHEAST RIGHT OF WAY OF A
 BT2539'PAVED COUNTY ROAD ABOUT 11.60 MI (18.67 KM) SOUTH OF DOTHAN AND ABOUT
 BT2539'7.40 MI (11.91 KM) WEST OF COTTONWOOD.
 BT2539'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 SOUTH
 BT2539'BYPASS) AND U.S. 231 (MILEPOST 0.00 ON AL 210 AND MILEPOST 13.32 ON
 BT2539'U.S. 231) IN DOTHAN, DRIVE SOUTH ON U.S. 231 FOR 0.10 MI (0.16 KM) TO
 BT2539'MILEPOST 13.20 AND HOUSTON COUNTY ROAD 203 RIGHT (OLD U.S. 231). TURN
 BT2539'RIGHT ON HOUSTON COUNTY ROAD 203 AND DRIVE SOUTHWEST AND SOUTH FOR
 BT2539'7.55 MI (12.15 KM) TO A PAVED CROSSROADS AT A FOUR WAY STOP WITH AL
 BT2539'109 LEFT AND RIGHT. CONTINUE SOUTH ON HOUSTON COUNTY ROAD 203 FOR
 BT2539'2.65 MI (4.26 KM) TO A PAVED COUNTY ROAD LEFT (LONNIE ROAD).  TURN
 BT2539'LEFT ON LONNIE ROAD AND DRIVE SOUTHEAST FOR 0.45 MI (0.72 KM) TO THE
 BT2539'STATION ON THE LEFT.
 BT2539'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A FOUR STRAND BARBED
 BT2539'WIRE FENCE ON OLD TREATED WOOD POSTS, 43.6 FT (13.3 M) EAST-NORTHEAST
 BT2539'OF THE CENTERLINE OF LONNIE ROAD, 167.4 FT (51.0 M) NORTH-NORTHWEST
 BT2539'OF THE CENTER OF A BLOCK HEADWALL ON THE NORTH END OF A TWENTY
 BT2539'SIX-INCH CONCRETE DRAINAGE PIPE UNDER A DRIVEWAY LEADING INTO A
 BT2539'PASTURE, 179.0 FT (54.6 M) SOUTHEAST OF THE WEST POST OF A SHIMOLA
 BT2539'EGG FARM SIGN, 180.3 FT (55.0 M) NORTHWEST OF THE CENTER OF A METAL
 BT2539'GATE LEADING INTO A PASTURE, 2.9 FT (0.9 M) SOUTHWEST OF A CARSONITE
 BT2539'WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2539'STATION 35-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2539
 BT2539                          STATION RECOVERY (2004)
 BT2539
 BT2539'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BT2539'RECOVERED IN GOOD CONDITION.
 BT2539
 BT2539                          STATION RECOVERY (2004)
 BT2539
 BT2539'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2004 (BSF)
 BT2539'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2540 ***********************************************************************
 BT2540  DESIGNATION -  35 26
 BT2540  PID         -  BT2540
 BT2540  STATE/COUNTY-  AL/HOUSTON
 BT2540  USGS QUAD   -  MADRID (1969)
 BT2540
 BT2540                         *CURRENT SURVEY CONTROL
 BT2540  ___________________________________________________________________
 BT2540* NAD 83(1992)-  31 03 41.43387(N)    085 25 56.35884(W)     ADJUSTED  
 BT2540* NAVD 88     -        59.2    (meters)     194.     (feet)  GPS OBS   
 BT2540  ___________________________________________________________________
 BT2540  X           -     435,492.997 (meters)                     COMP
 BT2540  Y           -  -5,451,134.609 (meters)                     COMP
 BT2540  Z           -   3,271,753.438 (meters)                     COMP
 BT2540  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 BT2540  ELLIP HEIGHT-          31.62  (meters)          (05/23/03) GPS OBS
 BT2540  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BT2540
 BT2540  HORZ ORDER  -  FIRST
 BT2540  ELLP ORDER  -  THIRD     CLASS I
 BT2540
 BT2540.The horizontal coordinates were established by GPS observations
 BT2540.and adjusted by the National Geodetic Survey in March 1994..
 BT2540
 BT2540.The orthometric height was determined by GPS observations and a
 BT2540.high-resolution geoid model.
 BT2540
 BT2540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2540
 BT2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2540
 BT2540.The ellipsoidal height was determined by GPS observations
 BT2540.and is referenced to NAD 83.
 BT2540
 BT2540.The geoid height was determined by GEOID03.
 BT2540
 BT2540;                    North         East     Units Scale Factor Converg.
 BT2540;SPC AL E     -    62,318.753   238,272.313   MT  0.99997806   +0 12 24.9
 BT2540;SPC FL N     -   228,889.495   511,011.251   MT  1.00007001   -0 28 06.7
 BT2540;SPC FL N     -   750,948.28  1,676,542.75   sFT  1.00007001   -0 28 06.7
 BT2540;UTM  16      - 3,437,474.692   649,572.697   MT  0.99987596   +0 48 32.4
 BT2540
 BT2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2540!SPC AL E     -   0.99999503  x   0.99997806  =   0.99997309
 BT2540!SPC FL N     -   0.99999503  x   1.00007001  =   1.00006504
 BT2540!UTM  16      -   0.99999503  x   0.99987596  =   0.99987100
 BT2540
 BT2540:                Primary Azimuth Mark                     Grid Az
 BT2540:SPC AL E     -  35 25                                    149 30 44.0
 BT2540:SPC FL N     -  35 25                                    150 11 15.6
 BT2540:UTM  16      -  35 25                                    148 54 36.5
 BT2540
 BT2540|---------------------------------------------------------------------|
 BT2540| PID    Reference Object                     Distance      Geod. Az  |
 BT2540|                                                           dddmmss.s |
 BT2540| BT2539 35 25                               428.683 METERS 1494308.9 |
 BT2540|---------------------------------------------------------------------|
 BT2540
 BT2540                          SUPERSEDED SURVEY CONTROL
 BT2540
 BT2540  ELLIP H (07/29/02)   31.57   (m)                       GP(       ) 4 1
 BT2540  ELLIP H (03/24/94)   31.62   (m)                       GP(       ) 4 1
 BT2540  NGVD 29 (05/23/94)   59.2    (m)          194.     (f) GPS OBS        
 BT2540
 BT2540.Superseded values are not recommended for survey control.
 BT2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2540.See file dsdata.txt to determine how the superseded data were derived.
 BT2540
 BT2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4957337475(NAD 83)
 BT2540_MARKER: DD = SURVEY DISK
 BT2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2540_SP_SET: CONCRETE POST
 BT2540_STAMPING: 35-26 1993
 BT2540_MARK LOGO: ALHD  
 BT2540_PROJECTION: FLUSH
 BT2540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2540+STABILITY: SURFACE MOTION
 BT2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2540+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2003
 BT2540
 BT2540  HISTORY     - Date     Condition        Report By
 BT2540  HISTORY     - 1993     MONUMENTED       ALHD
 BT2540  HISTORY     - 20030326 GOOD             BANNER
 BT2540
 BT2540                          STATION DESCRIPTION
 BT2540
 BT2540'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2540'THE STATION IS IN HOUSTON COUNTY ON THE NORTHEAST RIGHT OF WAY OF A
 BT2540'PAVED COUNTY ROAD ABOUT 11.40 MI (18.35 KM) SOUTH OF DOTHAN AND ABOUT
 BT2540'7.55 MI (12.15 KM) WEST OF COTTONWOOD.
 BT2540'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 SOUTH
 BT2540'BYPASS) AND U.S. 231 (MILEPOST 0.00 ON AL 210 AND MILEPOST 13.32 ON
 BT2540'U.S. 231) IN DOTHAN, DRIVE SOUTH ON U.S. 231 FOR 0.10 MI (0.16 KM) TO
 BT2540'MILEPOST 13.20 AND HOUSTON COUNTY ROAD 203 RIGHT (OLD U.S. 231). TURN
 BT2540'RIGHT ON HOUSTON COUNTY ROAD 203 AND DRIVE SOUTHWEST AND SOUTH FOR
 BT2540'7.55 MI (12.15 KM) TO A PAVED CROSSROADS AT A FOUR WAY STOP WITH AL
 BT2540'109 LEFT AND RIGHT. CONTINUE SOUTH ON HOUSTON COUNTY ROAD 203 FOR
 BT2540'2.65 MI (4.26 KM) TO A PAVED COUNTY ROAD LEFT (LONNIE ROAD).  TURN
 BT2540'LEFT ON LONNIE ROAD AND DRIVE SOUTHEAST FOR 0.20 MI (0.32 KM) TO THE
 BT2540'STATION ON THE LEFT.
 BT2540'THE STATION IS 2.6 FT (0.8 M) WEST-SOUTHWEST OF A HOG WIRE FENCE WITH
 BT2540'ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 41.4 FT (12.6 M)
 BT2540'EAST-NORTHEAST OF THE CENTERLINE OF LONNIE ROAD, 68.2 FT (20.8 M)
 BT2540'SOUTHEAST OF A GRAPHIC STOP AHEAD SIGN, 95.6 FT (29.1 M)
 BT2540'NORTH-NORTHWEST OF THE CENTER OF A BLOCK HEADWALL ON THE NORTH END OF
 BT2540'A TWENTY TWO-INCH CONCRETE DRAINAGE PIPE UNDER A PASTURE DRIVEWAY,
 BT2540'147.2 FT (44.9 M) NORTHWEST OF THE CENTER OF A METAL GATE LEADING
 BT2540'INTO A PASTURE, 3.0 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST
 BT2540'AND SET FLUSH WITH THE GROUND.
 BT2540'STATION 35-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2540
 BT2540                          STATION RECOVERY (2003)
 BT2540
 BT2540'RECOVERY NOTE BY BANNERMAN SURVEYORS INCORPORATED 2003 (DW)
 BT2540'RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BT2540' 
 BT2540' 
 BT2540' 
 BT2540' 
 BT2540'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2541 ***********************************************************************
 BT2541  DESIGNATION -  35 27
 BT2541  PID         -  BT2541
 BT2541  STATE/COUNTY-  AL/HOUSTON
 BT2541  USGS QUAD   -  COTTONWOOD (1980)
 BT2541
 BT2541                         *CURRENT SURVEY CONTROL
 BT2541  ___________________________________________________________________
 BT2541* NAD 83(1992)-  31 03 36.58986(N)    085 20 41.31113(W)     ADJUSTED  
 BT2541* NAVD 88     -        65.3    (meters)     214.     (feet)  GPS OBS   
 BT2541  ___________________________________________________________________
 BT2541  X           -     443,825.188 (meters)                     COMP
 BT2541  Y           -  -5,450,544.998 (meters)                     COMP
 BT2541  Z           -   3,271,628.786 (meters)                     COMP
 BT2541  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BT2541  ELLIP HEIGHT-          37.71  (meters)          (07/29/02) GPS OBS
 BT2541  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BT2541
 BT2541  HORZ ORDER  -  FIRST
 BT2541  ELLP ORDER  -  FOURTH    CLASS I
 BT2541
 BT2541.The horizontal coordinates were established by GPS observations
 BT2541.and adjusted by the National Geodetic Survey in March 1994..
 BT2541
 BT2541.The orthometric height was determined by GPS observations and a
 BT2541.high-resolution geoid model.
 BT2541
 BT2541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2541
 BT2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2541
 BT2541.The ellipsoidal height was determined by GPS observations
 BT2541.and is referenced to NAD 83.
 BT2541
 BT2541.The geoid height was determined by GEOID03.
 BT2541
 BT2541;                    North         East     Units Scale Factor Converg.
 BT2541;SPC AL E     -    62,203.027   246,625.273   MT  0.99998680   +0 15 07.4
 BT2541;SPC FL N     -   228,675.207   519,362.996   MT  1.00006964   -0 25 28.3
 BT2541;SPC FL N     -   750,245.24  1,703,943.43   sFT  1.00006964   -0 25 28.3
 BT2541;UTM  16      - 3,437,446.751   657,925.655   MT  0.99990765   +0 51 15.0
 BT2541
 BT2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2541!SPC AL E     -   0.99999408  x   0.99998680  =   0.99998088
 BT2541!SPC FL N     -   0.99999408  x   1.00006964  =   1.00006372
 BT2541!UTM  16      -   0.99999408  x   0.99990765  =   0.99990173
 BT2541
 BT2541:                Primary Azimuth Mark                     Grid Az
 BT2541:SPC AL E     -  35 28                                    147 28 01.8
 BT2541:SPC FL N     -  35 28                                    148 08 37.5
 BT2541:UTM  16      -  35 28                                    146 51 54.2
 BT2541
 BT2541|---------------------------------------------------------------------|
 BT2541| PID    Reference Object                     Distance      Geod. Az  |
 BT2541|                                                           dddmmss.s |
 BT2541| BT2542 35 28                               469.267 METERS 1474309.2 |
 BT2541|---------------------------------------------------------------------|
 BT2541
 BT2541                          SUPERSEDED SURVEY CONTROL
 BT2541
 BT2541  ELLIP H (03/24/94)   37.76   (m)                       GP(       ) 4 1
 BT2541  NGVD 29 (05/23/94)   65.4    (m)          215.     (f) GPS OBS        
 BT2541
 BT2541.Superseded values are not recommended for survey control.
 BT2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2541.See file dsdata.txt to determine how the superseded data were derived.
 BT2541
 BT2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5792637447(NAD 83)
 BT2541_MARKER: DD = SURVEY DISK
 BT2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2541_SP_SET: CONCRETE POST
 BT2541_STAMPING: 35-27 1993
 BT2541_MARK LOGO: ALHD  
 BT2541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2541+STABILITY: SURFACE MOTION
 BT2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2541+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2541
 BT2541  HISTORY     - Date     Condition        Report By
 BT2541  HISTORY     - 1993     MONUMENTED       ALHD
 BT2541
 BT2541                          STATION DESCRIPTION
 BT2541
 BT2541'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2541'THE STATION IS IN HOUSTON COUNTY ON THE NORTHEAST RIGHT OF WAY OF A
 BT2541'PAVED COUNTY ROAD ABOUT 11.60 MI (18.67 KM) SOUTH-SOUTHEAST OF DOTHAN
 BT2541'AND ABOUT 2.50 MI (4.02 KM) WEST OF COTTONWOOD.
 BT2541'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 SOUTH
 BT2541'BYPASS) AND U.S. 231 (MILEPOST 0.00 ON AL 210 AND MILEPOST 13.32 ON
 BT2541'U.S. 231) IN DOTHAN, DRIVE SOUTH ON U.S. 231 FOR 7.75 MI (12.47 KM)
 BT2541'TO MILEPOST 5.55 AND A PAVED COUNTY ROAD LEFT.  TURN LEFT ON THE PAVED
 BT2541'COUNTY ROAD AND DRIVE SOUTHEAST AND EAST FOR 2.70 MI (4.35 KM) TO A
 BT2541'CROSSROADS WITH A PAVED COUNTY ROAD LEFT AND RIGHT.  CONTINUE EAST
 BT2541'AND SOUTHEAST FOR 1.35 MI (2.17 KM) TO THE STATION ON THE LEFT.
 BT2541'THE STATION IS 2.9 FT (0.9 M) SOUTHWEST OF A FOUR STRAND BARBED WIRE
 BT2541'FENCE ON OLD TREATED WOOD POSTS, 36.8 FT (11.2 M) NORTHEAST OF THE
 BT2541'CENTER OF A PAVED COUNTY ROAD, 96.4 FT (29.4 M) NORTHWEST OF THE
 BT2541'CENTER OF A FIELD DRIVEWAY, 115.6 FT (35.2 M) NORTH OF THE NORTHWEST
 BT2541'POST OF A HOG WIRE GATE ACROSS THE ROAD, 126.6 FT (38.6 M) NORTH OF
 BT2541'THE SOUTHEAST POST OF A HOG WIRE GATE ACROSS THE ROAD, 2.9 FT
 BT2541'(0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2541'GROUND.
 BT2541'STATION 35-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2542 ***********************************************************************
 BT2542  DESIGNATION -  35 28
 BT2542  PID         -  BT2542
 BT2542  STATE/COUNTY-  AL/HOUSTON
 BT2542  USGS QUAD   -  COTTONWOOD (1980)
 BT2542
 BT2542                         *CURRENT SURVEY CONTROL
 BT2542  ___________________________________________________________________
 BT2542* NAD 83(1992)-  31 03 23.70756(N)    085 20 31.85847(W)     ADJUSTED  
 BT2542* NAVD 88     -        60.9    (meters)     200.     (feet)  GPS OBS   
 BT2542  ___________________________________________________________________
 BT2542  X           -     444,091.287 (meters)                     COMP
 BT2542  Y           -  -5,450,724.878 (meters)                     COMP
 BT2542  Z           -   3,271,286.634 (meters)                     COMP
 BT2542  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BT2542  ELLIP HEIGHT-          33.28  (meters)          (07/29/02) GPS OBS
 BT2542  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BT2542
 BT2542  HORZ ORDER  -  FIRST
 BT2542  ELLP ORDER  -  FOURTH    CLASS I
 BT2542
 BT2542.The horizontal coordinates were established by GPS observations
 BT2542.and adjusted by the National Geodetic Survey in March 1994..
 BT2542
 BT2542.The orthometric height was determined by GPS observations and a
 BT2542.high-resolution geoid model.
 BT2542
 BT2542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2542
 BT2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2542
 BT2542.The ellipsoidal height was determined by GPS observations
 BT2542.and is referenced to NAD 83.
 BT2542
 BT2542.The geoid height was determined by GEOID03.
 BT2542
 BT2542;                    North         East     Units Scale Factor Converg.
 BT2542;SPC AL E     -    61,807.401   246,877.634   MT  0.99998710   +0 15 12.2
 BT2542;SPC FL N     -   228,276.596   519,610.687   MT  1.00006867   -0 25 23.6
 BT2542;SPC FL N     -   748,937.47  1,704,756.06   sFT  1.00006867   -0 25 23.6
 BT2542;UTM  16      - 3,437,053.829   658,182.138   MT  0.99990865   +0 51 19.5
 BT2542
 BT2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2542!SPC AL E     -   0.99999477  x   0.99998710  =   0.99998187
 BT2542!SPC FL N     -   0.99999477  x   1.00006867  =   1.00006344
 BT2542!UTM  16      -   0.99999477  x   0.99990865  =   0.99990342
 BT2542
 BT2542:                Primary Azimuth Mark                     Grid Az
 BT2542:SPC AL E     -  35 27                                    327 28 01.8
 BT2542:SPC FL N     -  35 27                                    328 08 37.6
 BT2542:UTM  16      -  35 27                                    326 51 54.5
 BT2542
 BT2542|---------------------------------------------------------------------|
 BT2542| PID    Reference Object                     Distance      Geod. Az  |
 BT2542|                                                           dddmmss.s |
 BT2542| BT2541 35 27                               469.267 METERS 3274314.0 |
 BT2542|---------------------------------------------------------------------|
 BT2542
 BT2542                          SUPERSEDED SURVEY CONTROL
 BT2542
 BT2542  ELLIP H (03/24/94)   33.33   (m)                       GP(       ) 4 1
 BT2542  NGVD 29 (05/23/94)   61.0    (m)          200.     (f) GPS OBS        
 BT2542
 BT2542.Superseded values are not recommended for survey control.
 BT2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2542.See file dsdata.txt to determine how the superseded data were derived.
 BT2542
 BT2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5818237054(NAD 83)
 BT2542_MARKER: DD = SURVEY DISK
 BT2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2542_SP_SET: CONCRETE POST
 BT2542_STAMPING: 35-28 1993
 BT2542_MARK LOGO: ALHD  
 BT2542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2542+STABILITY: SURFACE MOTION
 BT2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2542+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2542
 BT2542  HISTORY     - Date     Condition        Report By
 BT2542  HISTORY     - 1993     MONUMENTED       ALHD
 BT2542
 BT2542                          STATION DESCRIPTION
 BT2542
 BT2542'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2542'THE STATION IS IN HOUSTON COUNTY ON THE SOUTHWEST RIGHT OF WAY OF A
 BT2542'PAVED COUNTY ROAD ABOUT 11.90 MI (19.15 KM) SOUTH-SOUTHEAST OF DOTHAN
 BT2542'AND ABOUT 2.30 MI (3.70 KM) WEST OF COTTONWOOD.
 BT2542'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 SOUTH
 BT2542'BYPASS) AND U.S. 231 (MILEPOST 0.00 ON AL 210 AND MILEPOST 13.32 ON
 BT2542'U.S. 231) IN DOTHAN, DRIVE SOUTH ON U.S. 231 FOR 7.75 MI (12.47 KM)
 BT2542'TO MILEPOST 5.55 AND A PAVED COUNTY ROAD LEFT.  TURN LEFT ON THE PAVED
 BT2542'COUNTY ROAD AND DRIVE SOUTHEAST AND EAST FOR 2.70 MI (4.35 KM) TO A
 BT2542'CROSSROADS WITH A PAVED COUNTY ROAD LEFT AND RIGHT.  CONTINUE EAST
 BT2542'AND SOUTHEAST FOR 1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT.
 BT2542'THE STATION IS 3.1 FT (0.9 M) NORTHEAST OF A HOG WIRE FENCE WITH TWO
 BT2542'STRANDS OF BARBED WIRE ON OLD AND NEW TREATED WOOD POSTS, 37.5 FT
 BT2542'(11.4 M) SOUTHWEST OF THE CENTER OF A PAVED COUNTY ROAD, 149.5 FT
 BT2542'(45.6 M) NORTHWEST OF THE NORTHEAST CORNER OF A HOG WIRE FENCE WITH
 BT2542'TWO STRANDS OF BARBED WIRE ON OLD AND NEW TREATED WOOD POSTS, 231.6
 BT2542'FT (70.6 M) SOUTH OF A JUNCTION POWER POLE WITH ONE TRANSFORMER
 BT2542'ACROSS THE ROAD, 231.7 FT (70.6 M) SOUTH-SOUTHEAST OF A POWER POLE,
 BT2542'238.2 FT (72.6 M) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF A HOG
 BT2542'WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON OLD AND NEW TREATED
 BT2542'WOOD POSTS, 2.9 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST AND
 BT2542'SET FLUSH WITH THE GROUND.
 BT2542'STATION 35-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2543 ***********************************************************************
 BT2543  DESIGNATION -  35 29
 BT2543  PID         -  BT2543
 BT2543  STATE/COUNTY-  AL/HOUSTON
 BT2543  USGS QUAD   -  GRANGEBURG (1970)
 BT2543
 BT2543                         *CURRENT SURVEY CONTROL
 BT2543  ___________________________________________________________________
 BT2543* NAD 83(1992)-  31 03 17.06674(N)    085 13 51.74748(W)     ADJUSTED  
 BT2543* NAVD 88     -        43.3    (meters)     142.     (feet)  GPS OBS   
 BT2543  ___________________________________________________________________
 BT2543  X           -     454,671.235 (meters)                     COMP
 BT2543  Y           -  -5,449,943.226 (meters)                     COMP
 BT2543  Z           -   3,271,102.308 (meters)                     COMP
 BT2543  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BT2543  ELLIP HEIGHT-          15.60  (meters)          (07/29/02) GPS OBS
 BT2543  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BT2543
 BT2543  HORZ ORDER  -  FIRST
 BT2543  ELLP ORDER  -  FOURTH    CLASS I
 BT2543
 BT2543.The horizontal coordinates were established by GPS observations
 BT2543.and adjusted by the National Geodetic Survey in March 1994..
 BT2543
 BT2543.The orthometric height was determined by GPS observations and a
 BT2543.high-resolution geoid model.
 BT2543
 BT2543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2543
 BT2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2543
 BT2543.The ellipsoidal height was determined by GPS observations
 BT2543.and is referenced to NAD 83.
 BT2543
 BT2543.The geoid height was determined by GEOID03.
 BT2543
 BT2543;                    North         East     Units Scale Factor Converg.
 BT2543;SPC AL E     -    61,655.105   257,486.803   MT  1.00000075   +0 18 38.5
 BT2543;SPC FL N     -   227,998.874   530,218.107   MT  1.00006817   -0 22 02.5
 BT2543;SPC FL N     -   748,026.31  1,739,557.24   sFT  1.00006817   -0 22 02.5
 BT2543;UTM  16      - 3,437,013.019   668,791.645   MT  0.99995144   +0 54 45.9
 BT2543
 BT2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2543!SPC AL E     -   0.99999755  x   1.00000075  =   0.99999830
 BT2543!SPC FL N     -   0.99999755  x   1.00006817  =   1.00006572
 BT2543!UTM  16      -   0.99999755  x   0.99995144  =   0.99994899
 BT2543
 BT2543                          SUPERSEDED SURVEY CONTROL
 BT2543
 BT2543  ELLIP H (03/24/94)   15.65   (m)                       GP(       ) 4 1
 BT2543  NGVD 29 (05/23/94)   43.4    (m)          142.     (f) GPS OBS        
 BT2543
 BT2543.Superseded values are not recommended for survey control.
 BT2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2543.See file dsdata.txt to determine how the superseded data were derived.
 BT2543
 BT2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6879237013(NAD 83)
 BT2543_MARKER: DD = SURVEY DISK
 BT2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2543_SP_SET: CONCRETE POST
 BT2543_STAMPING: 35-29 1993
 BT2543_MARK LOGO: ALHD  
 BT2543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2543+STABILITY: SURFACE MOTION
 BT2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2543+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2543
 BT2543  HISTORY     - Date     Condition        Report By
 BT2543  HISTORY     - 1993     MONUMENTED       ALHD
 BT2543
 BT2543                          STATION DESCRIPTION
 BT2543
 BT2543'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2543'THE STATION IS IN HOUSTON COUNTY ON THE SOUTH RIGHT OF WAY OF HOUSTON
 BT2543'COUNTY ROAD 81 ABOUT 8.80 MI (14.16 KM) SOUTH OF ASHFORD AND ABOUT
 BT2543'4.35 MI (7.00 KM) EAST OF COTTONWOOD.
 BT2543'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 SOUTHEAST
 BT2543'BYPASS) AND AL 53 (MILEPOST 12.25 ON AL 210 AND MILEPOST 18.67 ON AL
 BT2543'53) IN DOTHAN, DRIVE SOUTHEAST ON AL 53 FOR 11.15 MI (17.94 KM) TO
 BT2543'MILEPOST 7.50 AND HOUSTON COUNTY ROAD 81 LEFT IN COTTONWOOD.  TURN
 BT2543'LEFT ON HOUSTON COUNTY ROAD 81 AND DRIVE EAST FOR 4.35 MI (7.00 KM)
 BT2543'TO THE STATION ON THE RIGHT.
 BT2543'THE STATION IS 31.9 FT (9.7 M) SOUTH OF THE CENTERLINE OF HOUSTON
 BT2543'COUNTY ROAD 81, 60.0 FT (18.3 M) WEST OF TELEPHONE CABLE PEDESTAL 2
 BT2543'LP6 36, 119.5 FT (36.4 M) EAST-SOUTHEAST OF THE CENTER OF A DIRT
 BT2543'DRIVEWAY LEADING TO A BRICK HOME ACROSS THE ROAD, 137.1 FT (41.8 M)
 BT2543'EAST-SOUTHEAST OF A WHITE METAL MAILBOX ON A THREE BY FOUR-INCH
 BT2543'TREATAED WOOD POST BEHIND A WHITE METAL SPOKE WAGON WHEEL, 2.7 FT
 BT2543'(0.8 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2543'GROUND.
 BT2543'STATION 35-30 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2389 ***********************************************************************
 BT2389  DESIGNATION -  35 3
 BT2389  PID         -  BT2389
 BT2389  STATE/COUNTY-  AL/HOUSTON
 BT2389  USGS QUAD   -  MALVERN (1981)
 BT2389
 BT2389                         *CURRENT SURVEY CONTROL
 BT2389  ___________________________________________________________________
 BT2389* NAD 83(1992)-  31 14 16.56536(N)    085 31 38.78042(W)     ADJUSTED  
 BT2389* NAVD 88     -        97.3    (meters)     319.     (feet)  GPS OBS   
 BT2389  ___________________________________________________________________
 BT2389  X           -     425,656.467 (meters)                     COMP
 BT2389  Y           -  -5,441,795.474 (meters)                     COMP
 BT2389  Z           -   3,288,513.895 (meters)                     COMP
 BT2389  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 BT2389  ELLIP HEIGHT-          70.22  (meters)          (07/29/02) GPS OBS
 BT2389  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT2389
 BT2389  HORZ ORDER  -  FIRST
 BT2389  ELLP ORDER  -  FOURTH    CLASS I
 BT2389
 BT2389.The horizontal coordinates were established by GPS observations
 BT2389.and adjusted by the National Geodetic Survey in December 1992..
 BT2389
 BT2389.The orthometric height was determined by GPS observations and a
 BT2389.high-resolution geoid model.
 BT2389
 BT2389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2389
 BT2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2389
 BT2389.The ellipsoidal height was determined by GPS observations
 BT2389.and is referenced to NAD 83.
 BT2389
 BT2389.The geoid height was determined by GEOID03.
 BT2389
 BT2389;                    North         East     Units Scale Factor Converg.
 BT2389;SPC AL E     -    81,849.852   229,140.322   MT  0.99997047   +0 09 31.1
 BT2389;UTM  16      - 3,456,906.266   640,236.526   MT  0.99984258   +0 45 49.6
 BT2389
 BT2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2389!SPC AL E     -   0.99998897  x   0.99997047  =   0.99995944
 BT2389!UTM  16      -   0.99998897  x   0.99984258  =   0.99983156
 BT2389
 BT2389                          SUPERSEDED SURVEY CONTROL
 BT2389
 BT2389  ELLIP H (12/04/92)   70.25   (m)                       GP(       ) 4 1
 BT2389  NAD 83(1992)-  31 14 16.57559(N)    085 31 38.78488(W) AD(       ) 1
 BT2389  NGVD 29 (12/04/92)   97.4    (m)          320.     (f) GPS OBS        
 BT2389
 BT2389.Superseded values are not recommended for survey control.
 BT2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2389.See file dsdata.txt to determine how the superseded data were derived.
 BT2389
 BT2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4023756906(NAD 83)
 BT2389_MARKER: DD = SURVEY DISK
 BT2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2389_SP_SET: CONCRETE POST
 BT2389_STAMPING: 35-3 1991
 BT2389_MARK LOGO: ALHD  
 BT2389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2389+STABILITY: SURFACE MOTION
 BT2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2389+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2389
 BT2389  HISTORY     - Date     Condition        Report By
 BT2389  HISTORY     - 1991     MONUMENTED       ALHD
 BT2389
 BT2389                          STATION DESCRIPTION
 BT2389
 BT2389'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2389'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2389'U.S. 84, ABOUT 6.70 MI (10.78 KM) NORTH OF MALVERN AND ABOUT 7.90 MI
 BT2389'(12.71 KM) WEST OF DOTHAN.
 BT2389'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 WEST AND THE WEST
 BT2389'SIDE OF THE ROSS CLARK CIRCLE (MILE POST 212.60 ON U.S. 84 AND MILE
 BT2389'POST 3.40 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE WEST ON U.S. 84 FOR
 BT2389'5.95 MI (9.58 KM) TO MILE POST 206.65 AND THE STATION ON THE RIGHT.
 BT2389'THE STATION IS 32.4 FT (9.9 M) NORTH OF THE CENTERLINE OF THE WEST
 BT2389'BOUND LANES OF U.S. 84, 72.8 FT (22.2 M) EAST OF A TELEPHONE CABLE
 BT2389'POLE WITH A LARGE RUSTY BOX ON THE SOUTH SIDE, 178.2 FT (54.3 M) WEST
 BT2389'OF A JUNCTION TELEPHONE CABLE AND POWER POLE, 1.7 FT (0.5 M)
 BT2389'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2389'GROUND.
 BT2389'STATION D-98 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2544 ***********************************************************************
 BT2544  DESIGNATION -  35 30
 BT2544  PID         -  BT2544
 BT2544  STATE/COUNTY-  AL/HOUSTON
 BT2544  USGS QUAD   -  GRANGEBURG (1970)
 BT2544
 BT2544                         *CURRENT SURVEY CONTROL
 BT2544  ___________________________________________________________________
 BT2544* NAD 83(1992)-  31 03 17.53611(N)    085 13 23.93418(W)     ADJUSTED  
 BT2544* NAVD 88     -        41.7    (meters)     137.     (feet)  GPS OBS   
 BT2544  ___________________________________________________________________
 BT2544  X           -     455,405.380 (meters)                     COMP
 BT2544  Y           -  -5,449,873.070 (meters)                     COMP
 BT2544  Z           -   3,271,113.866 (meters)                     COMP
 BT2544  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BT2544  ELLIP HEIGHT-          14.00  (meters)          (07/29/02) GPS OBS
 BT2544  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BT2544
 BT2544  HORZ ORDER  -  FIRST
 BT2544  ELLP ORDER  -  FOURTH    CLASS I
 BT2544
 BT2544.The horizontal coordinates were established by GPS observations
 BT2544.and adjusted by the National Geodetic Survey in March 1994..
 BT2544
 BT2544.The orthometric height was determined by GPS observations and a
 BT2544.high-resolution geoid model.
 BT2544
 BT2544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2544
 BT2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2544
 BT2544.The ellipsoidal height was determined by GPS observations
 BT2544.and is referenced to NAD 83.
 BT2544
 BT2544.The geoid height was determined by GEOID03.
 BT2544
 BT2544;                    North         East     Units Scale Factor Converg.
 BT2544;SPC AL E     -    61,673.585   258,224.150   MT  1.00000180   +0 18 52.9
 BT2544;SPC FL N     -   228,008.627   530,955.671   MT  1.00006820   -0 21 48.5
 BT2544;SPC FL N     -   748,058.30  1,741,977.06   sFT  1.00006820   -0 21 48.5
 BT2544;UTM  16      - 3,437,039.244   669,528.721   MT  0.99995452   +0 55 00.3
 BT2544
 BT2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2544!SPC AL E     -   0.99999780  x   1.00000180  =   0.99999960
 BT2544!SPC FL N     -   0.99999780  x   1.00006820  =   1.00006600
 BT2544!UTM  16      -   0.99999780  x   0.99995452  =   0.99995232
 BT2544
 BT2544                          SUPERSEDED SURVEY CONTROL
 BT2544
 BT2544  ELLIP H (03/24/94)   14.05   (m)                       GP(       ) 4 1
 BT2544  NGVD 29 (05/23/94)   41.8    (m)          137.     (f) GPS OBS        
 BT2544
 BT2544.Superseded values are not recommended for survey control.
 BT2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2544.See file dsdata.txt to determine how the superseded data were derived.
 BT2544
 BT2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6952937039(NAD 83)
 BT2544_MARKER: DD = SURVEY DISK
 BT2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2544_SP_SET: CONCRETE POST
 BT2544_STAMPING: 35-30 1993
 BT2544_MARK LOGO: ALHD  
 BT2544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2544+STABILITY: SURFACE MOTION
 BT2544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2544+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2544
 BT2544  HISTORY     - Date     Condition        Report By
 BT2544  HISTORY     - 1993     MONUMENTED       ALHD
 BT2544
 BT2544                          STATION DESCRIPTION
 BT2544
 BT2544'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2544'THE STATION IS IN HOUSTON COUNTY ON THE NORTH RIGHT OF WAY OF HOUSTON
 BT2544'COUNTY ROAD 81 ABOUT 8.75 MI (14.08 KM) SOUTH OF ASHFORD AND ABOUT
 BT2544'4.80 MI (7.72 KM) EAST OF COTTONWOOD.
 BT2544'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 SOUTHEAST
 BT2544'BYPASS) AND AL 53 (MILEPOST 12.25 ON AL 210 AND MILEPOST 18.67 ON AL
 BT2544'53) IN DOTHAN, DRIVE SOUTHEAST ON AL 53 FOR 11.15 MI (17.94 KM) TO
 BT2544'MILEPOST 7.50 AND HOUSTON COUNTY ROAD 81 LEFT IN COTTONWOOD.  TURN
 BT2544'LEFT ON HOUSTON COUNTY ROAD 81 AND DRIVE EAST FOR 4.80 MI (7.72 KM)
 BT2544'TO THE STATION ON THE LEFT AT A PAVED CROSSROADS.
 BT2544'THE STATION IS 37.7 FT (11.5 M) NORTH OF THE CENTERLINE OF HOUSTON
 BT2544'COUNTY ROAD 81, 76.5 FT (23.3 M) WEST-SOUTHWEST OF A TELEPHONE CABLE
 BT2544'PEDESTAL, 84.3 FT (25.7 M) WEST OF A STOP SIGN, 100.3 FT (30.6 M)
 BT2544'WEST OF THE CENTERLINE OF A PAVED COUNTY ROAD RUNNING NORTH AND SOUTH
 BT2544'(GAS TANK ROAD), 124.0 FT (37.8 M) WEST-NORTHWEST OF THE CENTER OF
 BT2544'THE CROSSROADS WITH HOUSTON COUNTY ROAD 81 AND GAS TANK ROAD, 163.1
 BT2544'FT (49.7 M) NORTHWEST OF A STABILIZER POWER POLE WITH ONE GUY WIRE
 BT2544'ACROSS THE ROAD, 167.1 FT (50.9 M) WEST-NORTHWEST OF A STOP SIGN WITH
 BT2544'TWO STREET SIGNS, 2.1 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST
 BT2544'AND SET FLUSH WITH THE GROUND.
 BT2544'STATION 35-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2545 ***********************************************************************
 BT2545  DESIGNATION -  35 31
 BT2545  PID         -  BT2545
 BT2545  STATE/COUNTY-  AL/HOUSTON
 BT2545  USGS QUAD   -  GRANGEBURG (1970)
 BT2545
 BT2545                         *CURRENT SURVEY CONTROL
 BT2545  ___________________________________________________________________
 BT2545* NAD 83(1992)-  31 03 25.54963(N)    085 08 50.22799(W)     ADJUSTED  
 BT2545* NAVD 88     -        62.1    (meters)     204.     (feet)  GPS OBS   
 BT2545  ___________________________________________________________________
 BT2545  X           -     462,627.477 (meters)                     COMP
 BT2545  Y           -  -5,449,154.528 (meters)                     COMP
 BT2545  Z           -   3,271,335.816 (meters)                     COMP
 BT2545  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 BT2545  ELLIP HEIGHT-          34.41  (meters)          (07/29/02) GPS OBS
 BT2545  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BT2545
 BT2545  HORZ ORDER  -  FIRST
 BT2545  ELLP ORDER  -  FOURTH    CLASS I
 BT2545
 BT2545.The horizontal coordinates were established by GPS observations
 BT2545.and adjusted by the National Geodetic Survey in March 1994..
 BT2545
 BT2545.The orthometric height was determined by GPS observations and a
 BT2545.high-resolution geoid model.
 BT2545
 BT2545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2545
 BT2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2545
 BT2545.The ellipsoidal height was determined by GPS observations
 BT2545.and is referenced to NAD 83.
 BT2545
 BT2545.The geoid height was determined by GEOID03.
 BT2545
 BT2545;                    North         East     Units Scale Factor Converg.
 BT2545;SPC AL E     -    61,962.721   265,479.534   MT  1.00001287   +0 21 14.2
 BT2545;SPC FL N     -   228,211.813   538,214.416   MT  1.00006881   -0 19 31.0
 BT2545;SPC FL N     -   748,724.92  1,765,791.80   sFT  1.00006881   -0 19 31.0
 BT2545;UTM  16      - 3,437,404.591   676,780.396   MT  0.99998550   +0 57 21.8
 BT2545
 BT2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2545!SPC AL E     -   0.99999460  x   1.00001287  =   1.00000747
 BT2545!SPC FL N     -   0.99999460  x   1.00006881  =   1.00006341
 BT2545!UTM  16      -   0.99999460  x   0.99998550  =   0.99998010
 BT2545
 BT2545:                Primary Azimuth Mark                     Grid Az
 BT2545:SPC AL E     -  35 32                                    323 47 01.1
 BT2545:SPC FL N     -  35 32                                    324 27 46.3
 BT2545:UTM  16      -  35 32                                    323 10 53.5
 BT2545
 BT2545|---------------------------------------------------------------------|
 BT2545| PID    Reference Object                     Distance      Geod. Az  |
 BT2545|                                                           dddmmss.s |
 BT2545| BT2546 35 32                               APPROX. 0.5 KM 3240815.3 |
 BT2545|---------------------------------------------------------------------|
 BT2545
 BT2545                          SUPERSEDED SURVEY CONTROL
 BT2545
 BT2545  ELLIP H (03/24/94)   34.46   (m)                       GP(       ) 4 1
 BT2545  NGVD 29 (05/23/94)   62.2    (m)          204.     (f) GPS OBS        
 BT2545
 BT2545.Superseded values are not recommended for survey control.
 BT2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2545.See file dsdata.txt to determine how the superseded data were derived.
 BT2545
 BT2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7678037405(NAD 83)
 BT2545_MARKER: DD = SURVEY DISK
 BT2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2545_SP_SET: CONCRETE POST
 BT2545_STAMPING: 35-31 1993
 BT2545_MARK LOGO: ALHD  
 BT2545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2545+STABILITY: SURFACE MOTION
 BT2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2545+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2545
 BT2545  HISTORY     - Date     Condition        Report By
 BT2545  HISTORY     - 1993     MONUMENTED       ALHD
 BT2545
 BT2545                          STATION DESCRIPTION
 BT2545
 BT2545'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2545'THE STATION IS IN HOUSTON COUNTY ON THE SOUTHWEST RIGHT OF WAY OF A
 BT2545'PAVED COUNTY ROAD ABOUT 10.20 MI (16.41 KM) SOUTHEAST OF ASHFORD AND
 BT2545'ABOUT 9.30 MI (14.97 KM) EAST OF COTTONWOOD.
 BT2545'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 EAST
 BT2545'BYPASS) AND U.S. 84 (MILEPOST 10.51 ON AL 210 AND MILEPOST 216.95 ON
 BT2545'U.S. 84) IN DOTHAN, DRIVE SOUTHEAST AND EAST ON U.S. 84 FOR 12.10 MI
 BT2545'(19.47 KM) TO MILEPOST 229.05 AND HOUSTON COUNTY ROAD 75 RIGHT.  TURN
 BT2545'RIGHT ON HOUSTON COUNTY ROAD 75 AND DRIVE SOUTH FOR 4.50 MI
 BT2545'(7.24 KM) TO A PAVED CROSSROADS WITH HOUSTON COUNTY ROAD 8 LEFT AND
 BT2545'RIGHT.  TURN LEFT ON HOUSTON COUNTY ROAD 8 AND DRIVE EAST FOR 1.05 MI
 BT2545'(1.69 KM) TO A PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED
 BT2545'COUNTY ROAD AND DRIVE SOUTH FOR 0.80 MI (1.29 KM) TO A CROSSROADS
 BT2545'WITH A PAVED COUNTY ROAD LEFT AND RIGHT.  CONTINUE SOUTHEAST ON THE
 BT2545'PAVED COUNTY ROAD FOR 1.70 MI (2.74 KM) TO THE STATION ON THE RIGHT.
 BT2545'THE STATION IS 3.2 FT (1.0 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL 1
 BT2545'11L 4L 7L 2, 15.2 FT (4.6 M) EAST OF THE CENTER OF A DIRT DRIVEWAY,
 BT2545'20.0 FT (6.1 M) SOUTHWEST OF THE CENTERLINE OF A PAVED COUNTY ROAD,
 BT2545'37.3 FT (11.4 M) NORTHEAST OF A JUNCTION POWER POLE WITH THREE GUY
 BT2545'WIRES, 3.6 FT (1.1 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET
 BT2545'FLUSH WITH THE GROUND.
 BT2545'STATION 35-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2546 ***********************************************************************
 BT2546  DESIGNATION -  35 32
 BT2546  PID         -  BT2546
 BT2546  STATE/COUNTY-  AL/HOUSTON
 BT2546  USGS QUAD   -  GRANGEBURG (1970)
 BT2546
 BT2546                         *CURRENT SURVEY CONTROL
 BT2546  ___________________________________________________________________
 BT2546* NAD 83(1992)-  31 03 39.70538(N)    085 09 02.11503(W)     ADJUSTED  
 BT2546* NAVD 88     -        63.1    (meters)     207.     (feet)  GPS OBS   
 BT2546  ___________________________________________________________________
 BT2546  X           -     462,294.495 (meters)                     COMP
 BT2546  Y           -  -5,448,957.865 (meters)                     COMP
 BT2546  Z           -   3,271,709.762 (meters)                     COMP
 BT2546  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BT2546  ELLIP HEIGHT-          35.35  (meters)          (07/29/02) GPS OBS
 BT2546  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BT2546
 BT2546  HORZ ORDER  -  FIRST
 BT2546  ELLP ORDER  -  FOURTH    CLASS I
 BT2546
 BT2546.The horizontal coordinates were established by GPS observations
 BT2546.and adjusted by the National Geodetic Survey in March 1994..
 BT2546
 BT2546.The orthometric height was determined by GPS observations and a
 BT2546.high-resolution geoid model.
 BT2546
 BT2546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2546
 BT2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2546
 BT2546.The ellipsoidal height was determined by GPS observations
 BT2546.and is referenced to NAD 83.
 BT2546
 BT2546.The geoid height was determined by GEOID03.
 BT2546
 BT2546;                    North         East     Units Scale Factor Converg.
 BT2546;SPC AL E     -    62,396.735   265,161.693   MT  1.00001235   +0 21 08.2
 BT2546;SPC FL N     -   228,649.590   537,901.724   MT  1.00006987   -0 19 37.0
 BT2546;SPC FL N     -   750,161.20  1,764,765.91   sFT  1.00006987   -0 19 37.0
 BT2546;UTM  16      - 3,437,835.229   676,458.020   MT  0.99998409   +0 57 16.0
 BT2546
 BT2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2546!SPC AL E     -   0.99999445  x   1.00001235  =   1.00000680
 BT2546!SPC FL N     -   0.99999445  x   1.00006987  =   1.00006432
 BT2546!UTM  16      -   0.99999445  x   0.99998409  =   0.99997854
 BT2546
 BT2546:                Primary Azimuth Mark                     Grid Az
 BT2546:SPC AL E     -  35 31                                    143 47 01.0
 BT2546:SPC FL N     -  35 31                                    144 27 46.2
 BT2546:UTM  16      -  35 31                                    143 10 53.2
 BT2546
 BT2546|---------------------------------------------------------------------|
 BT2546| PID    Reference Object                     Distance      Geod. Az  |
 BT2546|                                                           dddmmss.s |
 BT2546| BT2545 35 31                               APPROX. 0.5 KM 1440809.2 |
 BT2546|---------------------------------------------------------------------|
 BT2546
 BT2546                          SUPERSEDED SURVEY CONTROL
 BT2546
 BT2546  ELLIP H (03/24/94)   35.41   (m)                       GP(       ) 4 1
 BT2546  NGVD 29 (05/23/94)   63.2    (m)          207.     (f) GPS OBS        
 BT2546
 BT2546.Superseded values are not recommended for survey control.
 BT2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2546.See file dsdata.txt to determine how the superseded data were derived.
 BT2546
 BT2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7645837835(NAD 83)
 BT2546_MARKER: DD = SURVEY DISK
 BT2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2546_SP_SET: CONCRETE POST
 BT2546_STAMPING: 35-32 1993
 BT2546_MARK LOGO: ALHD  
 BT2546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2546+STABILITY: SURFACE MOTION
 BT2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2546+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2546
 BT2546  HISTORY     - Date     Condition        Report By
 BT2546  HISTORY     - 1993     MONUMENTED       ALHD
 BT2546
 BT2546                          STATION DESCRIPTION
 BT2546
 BT2546'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2546'THE STATION IS IN HOUSTON COUNTY ON THE SOUTHWEST RIGHT OF WAY OF A
 BT2546'PAVED COUNTY ROAD ABOUT 9.80 MI (15.77 KM) SOUTHEAST OF ASHFORD AND
 BT2546'ABOUT 9.10 MI (14.64 KM) EAST OF COTTONWOOD.
 BT2546'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 EAST
 BT2546'BYPASS) AND U.S. 84 (MILEPOST 10.51 ON AL 210 AND MILEPOST 216.95 ON
 BT2546'U.S. 84) IN DOTHAN, DRIVE SOUTHEAST AND EAST ON U.S. 84 FOR 12.10 MI
 BT2546'(19.47 KM) TO MILEPOST 229.05 AND HOUSTON COUNTY ROAD 75 RIGHT.  TURN
 BT2546'RIGHT ON HOUSTON COUNTY ROAD 75 AND DRIVE SOUTH FOR 4.50 MI
 BT2546'(7.24 KM) TO A PAVED CROSSROADS WITH HOUSTON COUNTY ROAD 8 LEFT AND
 BT2546'RIGHT.  TURN LEFT ON HOUSTON COUNTY ROAD 8 AND DRIVE EAST FOR 1.05 MI
 BT2546'(1.69 KM) TO A PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED
 BT2546'COUNTY ROAD AND DRIVE SOUTH FOR 0.80 MI (1.29 KM) TO A CROSSROADS
 BT2546'WITH A PAVED COUNTY ROAD LEFT AND RIGHT.  CONTINUE SOUTHEAST ON THE
 BT2546'PAVED COUNTY ROAD FOR 1.35 MI (2.17 KM) TO THE STATION ON THE RIGHT.
 BT2546'THE STATION IS 33.1 FT (10.1 M) SOUTHWEST OF THE CENTERLINE OF A PAVED
 BT2546'COUNTY ROAD, 33.9 FT (10.3 M) SOUTHEAST OF A CONCRETE RIGHT OF WAY
 BT2546'MARKER, 92.1 FT (28.1 M) SOUTH OF A LARGE BLACK MAILBOX ON A ONE AND
 BT2546'A HALF-INCH WHITE METAL POST (BOX 38), 99.9 FT (30.4 M) SOUTH OF A
 BT2546'POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 111.3 FT (33.9 M)
 BT2546'SOUTHEAST OF TELEPHONE CABLE PEDESTAL 5, 1.9 FT (0.6 M) NORTHEAST OF A
 BT2546'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 BT2546'STATION 35-31 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2547 ***********************************************************************
 BT2547  DESIGNATION -  35 33
 BT2547  PID         -  BT2547
 BT2547  STATE/COUNTY-  AL/HOUSTON
 BT2547  USGS QUAD   -  SAFFOLD (1981)
 BT2547
 BT2547                         *CURRENT SURVEY CONTROL
 BT2547  ___________________________________________________________________
 BT2547* NAD 83(1992)-  31 03 08.10436(N)    085 02 34.02211(W)     ADJUSTED  
 BT2547* NAVD 88     -        37.4    (meters)     123.     (feet)  GPS OBS   
 BT2547  ___________________________________________________________________
 BT2547  X           -     472,587.518 (meters)                     COMP
 BT2547  Y           -  -5,448,556.664 (meters)                     COMP
 BT2547  Z           -   3,270,862.778 (meters)                     COMP
 BT2547  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 BT2547  ELLIP HEIGHT-           9.65  (meters)          (07/29/02) GPS OBS
 BT2547  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BT2547
 BT2547  HORZ ORDER  -  FIRST
 BT2547  ELLP ORDER  -  FOURTH    CLASS I
 BT2547
 BT2547.The horizontal coordinates were established by GPS observations
 BT2547.and adjusted by the National Geodetic Survey in March 1994..
 BT2547
 BT2547.The orthometric height was determined by GPS observations and a
 BT2547.high-resolution geoid model.
 BT2547
 BT2547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2547
 BT2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2547
 BT2547.The ellipsoidal height was determined by GPS observations
 BT2547.and is referenced to NAD 83.
 BT2547
 BT2547.The geoid height was determined by GEOID03.
 BT2547
 BT2547;                    North         East     Units Scale Factor Converg.
 BT2547;SPC AL E     -    61,491.760   275,457.750   MT  1.00003021   +0 24 28.1
 BT2547;UTM  16      - 3,437,038.514   686,762.873   MT  1.00003027   +1 00 35.5
 BT2547
 BT2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2547!SPC AL E     -   0.99999848  x   1.00003021  =   1.00002869
 BT2547!UTM  16      -   0.99999848  x   1.00003027  =   1.00002875
 BT2547
 BT2547                          SUPERSEDED SURVEY CONTROL
 BT2547
 BT2547  ELLIP H (03/24/94)    9.70   (m)                       GP(       ) 4 1
 BT2547  NGVD 29 (05/23/94)   37.5    (m)          123.     (f) GPS OBS        
 BT2547
 BT2547.Superseded values are not recommended for survey control.
 BT2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2547.See file dsdata.txt to determine how the superseded data were derived.
 BT2547
 BT2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV8676337039(NAD 83)
 BT2547_MARKER: DD = SURVEY DISK
 BT2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2547_SP_SET: CONCRETE POST
 BT2547_STAMPING: 35-33 1993
 BT2547_MARK LOGO: ALHD  
 BT2547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2547+STABILITY: SURFACE MOTION
 BT2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2547+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2547
 BT2547  HISTORY     - Date     Condition        Report By
 BT2547  HISTORY     - 1993     MONUMENTED       ALHD
 BT2547
 BT2547                          STATION DESCRIPTION
 BT2547
 BT2547'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2547'THE STATION IS IN HOUSTON COUNTY ON THE EAST RIGHT OF WAY OF AL 95
 BT2547'ABOUT 14.55 MI (23.42 KM) SOUTHEAST OF ASHFORD AND ABOUT 15.50 MI
 BT2547'(24.94 KM) EAST OF COTTONWOOD.
 BT2547'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S 231 EAST BYPASS)
 BT2547'AND U.S. 84 (MILEPOST 10.51 ON AL 210 AND MILEPOST 216.95 ON U.S. 84)
 BT2547'IN DOTHAN, DRIVE SOUTHEAST AND EAST ON U.S. 84 FOR 18.60 MI
 BT2547'(29.93 KM) TO MILEPOST 235.55 AND AL 95 LEFT AND RIGHT.  TURN RIGHT
 BT2547'ON AL 95 AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO A T-INTERSECTION
 BT2547'WITH AL 95 LEFT AND A PAVED COUNTY ROAD RIGHT.  TURN LEFT ON AL 95
 BT2547'AND DRIVE SOUTHEAST FOR 0.70 MI (1.13 KM) TO A T-INTERSECTION WITH AL
 BT2547'95 RIGHT AND A PAVED COUNTY ROAD STRAIGHT AHEAD.  TURN RIGHT ON AL 95
 BT2547'AND DRIVE SOUTH FOR 5.25 MI (8.45 KM) TO MILEPOST 494.05 AND THE
 BT2547'STATION ON THE LEFT.
 BT2547'THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE ON TREATED WOOD
 BT2547'POSTS, 39.5 FT (12.0 M) EAST OF THE CENTERLINE OF AL 95, 116.8 FT
 BT2547'(35.6 M) NORTHEAST OF THE NORTH POST OF A DOUBLE METAL GATE ACROSS
 BT2547'THE ROAD, 134.8 FT (41.1 M) NORTHEAST OF THE SOUTH POST OF A DOUBLE
 BT2547'METAL GATE ACROSS THE ROAD, 230.1 FT (70.1 M) NORTH-NORTHEAST OF A
 BT2547'JUNCTION POWER POLE WITH ONE TRANSFORMER ACROSS THE ROAD, 251.9 FT
 BT2547'(76.8 M) NORTH OF THE CENTER OF A METAL GATE LEADING TO A WHITE WOOD
 BT2547'FRAME HOUSE, 266.0 FT (81.1 M) NORTH OF A SOLOMONS FARM SIGN, 3.0 FT
 BT2547'(0.9 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 BT2547'GROUND.
 BT2547'STATION 35-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2548 ***********************************************************************
 BT2548  DESIGNATION -  35 34
 BT2548  PID         -  BT2548
 BT2548  STATE/COUNTY-  AL/HOUSTON
 BT2548  USGS QUAD   -  SAFFOLD (1981)
 BT2548
 BT2548                         *CURRENT SURVEY CONTROL
 BT2548  ___________________________________________________________________
 BT2548* NAD 83(1992)-  31 03 32.96404(N)    085 02 35.95567(W)     ADJUSTED  
 BT2548* NAVD 88     -        37.8    (meters)     124.     (feet)  GPS OBS   
 BT2548  ___________________________________________________________________
 BT2548  X           -     472,502.341 (meters)                     COMP
 BT2548  Y           -  -5,448,167.887 (meters)                     COMP
 BT2548  Z           -   3,271,518.818 (meters)                     COMP
 BT2548  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 BT2548  ELLIP HEIGHT-           9.97  (meters)          (07/29/02) GPS OBS
 BT2548  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BT2548
 BT2548  HORZ ORDER  -  FIRST
 BT2548  ELLP ORDER  -  FOURTH    CLASS I
 BT2548
 BT2548.The horizontal coordinates were established by GPS observations
 BT2548.and adjusted by the National Geodetic Survey in March 1994..
 BT2548
 BT2548.The orthometric height was determined by GPS observations and a
 BT2548.high-resolution geoid model.
 BT2548
 BT2548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2548
 BT2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2548
 BT2548.The ellipsoidal height was determined by GPS observations
 BT2548.and is referenced to NAD 83.
 BT2548
 BT2548.The geoid height was determined by GEOID03.
 BT2548
 BT2548;                    North         East     Units Scale Factor Converg.
 BT2548;SPC AL E     -    62,257.011   275,401.036   MT  1.00003010   +0 24 27.4
 BT2548;UTM  16      - 3,437,803.127   686,698.121   MT  1.00002997   +1 00 35.2
 BT2548
 BT2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2548!SPC AL E     -   0.99999843  x   1.00003010  =   1.00002853
 BT2548!UTM  16      -   0.99999843  x   1.00002997  =   1.00002840
 BT2548
 BT2548                          SUPERSEDED SURVEY CONTROL
 BT2548
 BT2548  ELLIP H (03/24/94)   10.03   (m)                       GP(       ) 4 1
 BT2548  NGVD 29 (05/23/94)   37.8    (m)          124.     (f) GPS OBS        
 BT2548
 BT2548.Superseded values are not recommended for survey control.
 BT2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2548.See file dsdata.txt to determine how the superseded data were derived.
 BT2548
 BT2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV8669837803(NAD 83)
 BT2548_MARKER: DD = SURVEY DISK
 BT2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2548_SP_SET: CONCRETE POST
 BT2548_STAMPING: 35-34 1993
 BT2548_MARK LOGO: ALHD  
 BT2548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2548+STABILITY: SURFACE MOTION
 BT2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2548+SATELLITE: SATELLITE OBSERVATIONS - 1993
 BT2548
 BT2548  HISTORY     - Date     Condition        Report By
 BT2548  HISTORY     - 1993     MONUMENTED       ALHD
 BT2548
 BT2548                          STATION DESCRIPTION
 BT2548
 BT2548'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993
 BT2548'THE STATION IS IN HOUSTON COUNTY ON THE EAST RIGHT OF WAY OF AL 95
 BT2548'ABOUT 14.30 MI (23.01 KM) SOUTHEAST OF ASHFORD AND ABOUT 15.50 MI
 BT2548'(24.94 KM) EAST OF COTTONWOOD.
 BT2548'TO REACH THE STATION FROM THE JUNCTION OF AL 210 (U.S. 231 EAST
 BT2548'BYPASS) AND U.S. 84 (MILEPOST 10.51 ON AL 210 AND MILEPOST 216.95 ON
 BT2548'U.S. 84) IN DOTHAN, DRIVE SOUTHEAST AND EAST ON U.S. 84 FOR 18.60 MI
 BT2548'(29.93 KM) TO MILEPOST 235.55 AND AL 95 LEFT AND RIGHT.  TURN RIGHT
 BT2548'ON AL 95 AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO A T-INTERSECTION
 BT2548'WITH AL 95 LEFT AND A PAVED COUNTY ROAD RIGHT.  TURN LEFT ON AL 95
 BT2548'AND DRIVE SOUTHEAST FOR 0.70 MI (1.13 KM) TO A T-INTERSECTION WITH AL
 BT2548'95 RIGHT AND A PAVED COUNTY ROAD STRAIGHT AHEAD.  TURN RIGHT ON AL 95
 BT2548'AND DRIVE SOUTH FOR 4.80 MI (7.72 KM) TO MILEPOST 494.50 AND THE
 BT2548'STATION ON THE LEFT.
 BT2548'THE STATION IS 2.9 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH TWO
 BT2548'STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS, 11.4 FT (3.5 M)
 BT2548'NORTH OF A GRAPHIC ARROW SIGN POINTING SOUTH, 38.7 FT (11.8 M) EAST OF
 BT2548'THE CENTERLINE OF AL 95, 114.2 FT (34.8 M) NORTH OF AN ANGLE POWER
 BT2548'POLE WITH ONE GUY WIRE, 194.6 FT (59.3 M) SOUTH-SOUTHEAST OF
 BT2548'TELEPHONE CABLE PEDESTAL 3 16L 11L LP10 1 ACROSS THE ROAD, 238.6 FT
 BT2548'(72.7 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL 1A ACROSS THE
 BT2548'ROAD, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH
 BT2548'WITH THE GROUND.
 BT2548'STATION 35-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2390 ***********************************************************************
 BT2390  DESIGNATION -  35 4
 BT2390  PID         -  BT2390
 BT2390  STATE/COUNTY-  AL/HOUSTON
 BT2390  USGS QUAD   -  MADRID (1969)
 BT2390
 BT2390                         *CURRENT SURVEY CONTROL
 BT2390  ___________________________________________________________________
 BT2390* NAD 83(1992)-  31 00 00.30860(N)    085 24 08.47436(W)     ADJUSTED  
 BT2390* NAVD 88     -        55.0    (meters)     180.     (feet)  GPS OBS   
 BT2390  ___________________________________________________________________
 BT2390  X           -     438,625.193 (meters)                     COMP
 BT2390  Y           -  -5,454,401.648 (meters)                     COMP
 BT2390  Z           -   3,265,915.703 (meters)                     COMP
 BT2390  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BT2390  ELLIP HEIGHT-          27.26  (meters)          (07/29/02) GPS OBS
 BT2390  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BT2390
 BT2390  HORZ ORDER  -  FIRST
 BT2390  ELLP ORDER  -  FOURTH    CLASS I
 BT2390
 BT2390.The horizontal coordinates were established by GPS observations
 BT2390.and adjusted by the National Geodetic Survey in December 1992..
 BT2390
 BT2390.The orthometric height was determined by GPS observations and a
 BT2390.high-resolution geoid model.
 BT2390
 BT2390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2390
 BT2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2390
 BT2390.The ellipsoidal height was determined by GPS observations
 BT2390.and is referenced to NAD 83.
 BT2390
 BT2390.The geoid height was determined by GEOID03.
 BT2390
 BT2390;                    North         East     Units Scale Factor Converg.
 BT2390;SPC AL E     -    55,519.605   241,158.865   MT  0.99998089   +0 13 19.1
 BT2390;SPC FL N     -   222,056.229   513,817.684   MT  1.00005385   -0 27 12.4
 BT2390;SPC FL N     -   728,529.48  1,685,750.18   sFT  1.00005385   -0 27 12.4
 BT2390;UTM  16      - 3,430,706.888   652,530.185   MT  0.99988699   +0 49 22.8
 BT2390
 BT2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2390!SPC AL E     -   0.99999572  x   0.99998089  =   0.99997661
 BT2390!SPC FL N     -   0.99999572  x   1.00005385  =   1.00004957
 BT2390!UTM  16      -   0.99999572  x   0.99988699  =   0.99988271
 BT2390
 BT2390:                Primary Azimuth Mark                     Grid Az
 BT2390:SPC AL E     -  35 5                                     082 09 07.3
 BT2390:SPC FL N     -  35 5                                     082 49 38.8
 BT2390:UTM  16      -  35 5                                     081 33 03.6
 BT2390
 BT2390|---------------------------------------------------------------------|
 BT2390| PID    Reference Object                     Distance      Geod. Az  |
 BT2390|                                                           dddmmss.s |
 BT2390| BT2391 35 5                                APPROX. 0.5 KM 0822226.4 |
 BT2390|---------------------------------------------------------------------|
 BT2390
 BT2390                          SUPERSEDED SURVEY CONTROL
 BT2390
 BT2390  ELLIP H (12/04/92)   27.33   (m)                       GP(       ) 4 1
 BT2390  NAD 83(1992)-  31 00 00.31414(N)    085 24 08.47618(W) AD(       ) 1
 BT2390  NGVD 29 (12/04/92)   55.0    (m)          180.     (f) GPS OBS        
 BT2390
 BT2390.Superseded values are not recommended for survey control.
 BT2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2390.See file dsdata.txt to determine how the superseded data were derived.
 BT2390
 BT2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5253030707(NAD 83)
 BT2390_MARKER: DD = SURVEY DISK
 BT2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2390_SP_SET: CONCRETE POST
 BT2390_STAMPING: 35-4 1991
 BT2390_MARK LOGO: ALHD  
 BT2390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2390+STABILITY: SURFACE MOTION
 BT2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2390+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2390
 BT2390  HISTORY     - Date     Condition        Report By
 BT2390  HISTORY     - 1991     MONUMENTED       ALHD
 BT2390
 BT2390                          STATION DESCRIPTION
 BT2390
 BT2390'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2390'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2390'HOUSTON COUNTY ROAD NO. 55, ABOUT 2.50 MI (4.02 KM) SOUTH-SOUTHWEST
 BT2390'OF MADRID AND ABOUT 6.70 MI (10.78 KM) SOUTHWEST OF COTTONWOOD.
 BT2390'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 SOUTH AND THE SOUTH
 BT2390'SIDE OF ROSS CLARK CIRCLE (MILE POST 13.35 ON U.S. 231 AND MILE POST
 BT2390'0 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE SOUTH ON U.S. 231 FOR 13.25
 BT2390'MI (21.32 KM) TO MILE POST 0.10 AND HOUSTON COUNTY ROAD NO. 55 ON THE
 BT2390'LEFT, TURN LEFT ON HOUSTON COUNTY ROAD NO. 55 AND DRIVE EAST FOR 0.20
 BT2390'MI (0.32 KM) TO A RAILROAD GRADE CROSSING, CONTINUE EAST ON HOUSTON
 BT2390'COUNTY ROAD NO. 55 FOR 0.15 MI (0.24 KM) AND THE STATION ON THE
 BT2390'RIGHT.
 BT2390'THE STATION IS 25.0 FT (7.6 M) EAST OF THE CENTER OF A FIELD ROAD,
 BT2390'36.1 FT (11.0 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF HOUSTON COUNTY
 BT2390'ROAD NO. 55, 3.5 FT (1.1 M) NORTH OF A CARSONITE WITNESS POST, AND
 BT2390'SET FLUSH WITH THE GROUND.
 BT2390'STATION 35-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2391 ***********************************************************************
 BT2391  DESIGNATION -  35 5
 BT2391  PID         -  BT2391
 BT2391  STATE/COUNTY-  AL/HOUSTON
 BT2391  USGS QUAD   -  MADRID (1969)
 BT2391
 BT2391                         *CURRENT SURVEY CONTROL
 BT2391  ___________________________________________________________________
 BT2391* NAD 83(1992)-  31 00 02.64459(N)    085 23 48.21635(W)     ADJUSTED  
 BT2391* NAVD 88     -        45.0    (meters)     148.     (feet)  GPS OBS   
 BT2391  ___________________________________________________________________
 BT2391  X           -     439,157.230 (meters)                     COMP
 BT2391  Y           -  -5,454,313.117 (meters)                     COMP
 BT2391  Z           -   3,265,972.249 (meters)                     COMP
 BT2391  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 BT2391  ELLIP HEIGHT-          17.32  (meters)          (07/29/02) GPS OBS
 BT2391  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BT2391
 BT2391  HORZ ORDER  -  FIRST
 BT2391  ELLP ORDER  -  FOURTH    CLASS I
 BT2391
 BT2391.The horizontal coordinates were established by GPS observations
 BT2391.and adjusted by the National Geodetic Survey in December 1992..
 BT2391
 BT2391.The orthometric height was determined by GPS observations and a
 BT2391.high-resolution geoid model.
 BT2391
 BT2391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2391
 BT2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2391
 BT2391.The ellipsoidal height was determined by GPS observations
 BT2391.and is referenced to NAD 83.
 BT2391
 BT2391.The geoid height was determined by GEOID03.
 BT2391
 BT2391;                    North         East     Units Scale Factor Converg.
 BT2391;SPC AL E     -    55,593.641   241,695.992   MT  0.99998144   +0 13 29.6
 BT2391;SPC FL N     -   222,123.932   514,355.685   MT  1.00005402   -0 27 02.3
 BT2391;SPC FL N     -   728,751.60  1,687,515.28   sFT  1.00005402   -0 27 02.3
 BT2391;UTM  16      - 3,430,786.547   653,066.456   MT  0.99988901   +0 49 33.3
 BT2391
 BT2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2391!SPC AL E     -   0.99999728  x   0.99998144  =   0.99997872
 BT2391!SPC FL N     -   0.99999728  x   1.00005402  =   1.00005130
 BT2391!UTM  16      -   0.99999728  x   0.99988901  =   0.99988629
 BT2391
 BT2391:                Primary Azimuth Mark                     Grid Az
 BT2391:SPC AL E     -  35 4                                     262 09 07.3
 BT2391:SPC FL N     -  35 4                                     262 49 39.2
 BT2391:UTM  16      -  35 4                                     261 33 03.6
 BT2391
 BT2391|---------------------------------------------------------------------|
 BT2391| PID    Reference Object                     Distance      Geod. Az  |
 BT2391|                                                           dddmmss.s |
 BT2391| BT2390 35 4                                APPROX. 0.5 KM 2622236.9 |
 BT2391|---------------------------------------------------------------------|
 BT2391
 BT2391                          SUPERSEDED SURVEY CONTROL
 BT2391
 BT2391  ELLIP H (12/04/92)   17.39   (m)                       GP(       ) 4 1
 BT2391  NAD 83(1992)-  31 00 02.65014(N)    085 23 48.21816(W) AD(       ) 1
 BT2391  NGVD 29 (12/04/92)   45.1    (m)          148.     (f) GPS OBS        
 BT2391
 BT2391.Superseded values are not recommended for survey control.
 BT2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2391.See file dsdata.txt to determine how the superseded data were derived.
 BT2391
 BT2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5306630787(NAD 83)
 BT2391_MARKER: DD = SURVEY DISK
 BT2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2391_SP_SET: CONCRETE POST
 BT2391_STAMPING: 35-5 1991
 BT2391_MARK LOGO: ALHD  
 BT2391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2391+STABILITY: SURFACE MOTION
 BT2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2391+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2391
 BT2391  HISTORY     - Date     Condition        Report By
 BT2391  HISTORY     - 1991     MONUMENTED       ALHD
 BT2391
 BT2391                          STATION DESCRIPTION
 BT2391
 BT2391'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2391'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE SOUTHEAST RIGHT OF WAY
 BT2391'OF HOUSTON COUNTY ROAD NO. 55, ABOUT 2.40 MI (3.86 KM)
 BT2391'SOUTH-SOUTHWEST OF MADRID AND ABOUT 6.40 MI (10.30 KM) SOUTHWEST OF
 BT2391'COTTONWOOD.
 BT2391'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 SOUTH AND THE SOUTH
 BT2391'SIDE OF ROSS CLARK CIRCLE (MILE POST 13.35 ON U.S. 231 AND MILE POST
 BT2391'0 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE SOUTH ON U.S. 231 FOR 13.25
 BT2391'MI (21.32 KM) TO MILE POST 0.10 AND HOUSTON COUNTY ROAD NO. 55 ON THE
 BT2391'LEFT, TURN LEFT ON HOUSTON COUNTY ROAD NO. 55 AND DRIVE EAST FOR 0.20
 BT2391'MI (0.32 KM) TO A RAILROAD GRADE CROSSING, CONTINUE EAST ON HOUSTON
 BT2391'COUNTY ROAD NO. 55 FOR 0.50 MI (0.80 KM) AND THE STATION ON THE
 BT2391'RIGHT.
 BT2391'THE STATION IS 23.0 FT (7.0 M) SOUTHEAST OF THE CENTERLINE OF HOUSTON
 BT2391'COUNTY ROAD NO. 55, 3.5 FT (1.1 M) SOUTHWEST OF A NINE FOOT HIGH
 BT2391'3-FOOT BY 3-FOOT SIDE ROAD LEFT SIGN, 1.5 FT (0.5 M) NORTH-NORTHWEST
 BT2391'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2391'STATION 35-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2392 ***********************************************************************
 BT2392  DESIGNATION -  35 6
 BT2392  PID         -  BT2392
 BT2392  STATE/COUNTY-  AL/HOUSTON
 BT2392  USGS QUAD   -  ASHFORD (1970)
 BT2392
 BT2392                         *CURRENT SURVEY CONTROL
 BT2392  ___________________________________________________________________
 BT2392* NAD 83(1992)-  31 14 47.52562(N)    085 07 37.34992(W)     ADJUSTED  
 BT2392* NAVD 88     -        56.9    (meters)     187.     (feet)  GPS OBS   
 BT2392  ___________________________________________________________________
 BT2392  X           -     463,629.444 (meters)                     COMP
 BT2392  Y           -  -5,438,160.665 (meters)                     COMP
 BT2392  Z           -   3,289,308.082 (meters)                     COMP
 BT2392  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 BT2392  ELLIP HEIGHT-          29.61  (meters)          (07/29/02) GPS OBS
 BT2392  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BT2392
 BT2392  HORZ ORDER  -  FIRST
 BT2392  ELLP ORDER  -  FOURTH    CLASS I
 BT2392
 BT2392.The horizontal coordinates were established by GPS observations
 BT2392.and adjusted by the National Geodetic Survey in December 1992..
 BT2392
 BT2392.The orthometric height was determined by GPS observations and a
 BT2392.high-resolution geoid model.
 BT2392
 BT2392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2392
 BT2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2392
 BT2392.The ellipsoidal height was determined by GPS observations
 BT2392.and is referenced to NAD 83.
 BT2392
 BT2392.The geoid height was determined by GEOID03.
 BT2392
 BT2392;                    North         East     Units Scale Factor Converg.
 BT2392;SPC AL E     -    82,978.100   267,277.808   MT  1.00001581   +0 21 59.0
 BT2392;SPC GA W     -   138,578.520   608,524.065   MT  1.00000318   -0 29 53.5
 BT2392;SPC GA W     -   454,653.03  1,996,466.04   sFT  1.00000318   -0 29 53.5
 BT2392;UTM  16      - 3,458,437.218   678,357.080   MT  0.99999239   +0 58 18.5
 BT2392
 BT2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2392!SPC AL E     -   0.99999535  x   1.00001581  =   1.00001116
 BT2392!SPC GA W     -   0.99999535  x   1.00000318  =   0.99999853
 BT2392!UTM  16      -   0.99999535  x   0.99999239  =   0.99998774
 BT2392
 BT2392:                Primary Azimuth Mark                     Grid Az
 BT2392:SPC AL E     -  35 7                                     338 40 37.9
 BT2392:SPC GA W     -  35 7                                     339 32 30.4
 BT2392:UTM  16      -  35 7                                     338 04 18.4
 BT2392
 BT2392|---------------------------------------------------------------------|
 BT2392| PID    Reference Object                     Distance      Geod. Az  |
 BT2392|                                                           dddmmss.s |
 BT2392| BT2393 35 7                                APPROX. 0.5 KM 3390236.9 |
 BT2392|---------------------------------------------------------------------|
 BT2392
 BT2392                          SUPERSEDED SURVEY CONTROL
 BT2392
 BT2392  ELLIP H (12/04/92)   29.65   (m)                       GP(       ) 4 1
 BT2392  NAD 83(1992)-  31 14 47.53182(N)    085 07 37.35256(W) AD(       ) 1
 BT2392  NGVD 29 (12/04/92)   57.0    (m)          187.     (f) GPS OBS        
 BT2392
 BT2392.Superseded values are not recommended for survey control.
 BT2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2392.See file dsdata.txt to determine how the superseded data were derived.
 BT2392
 BT2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7835758437(NAD 83)
 BT2392_MARKER: DD = SURVEY DISK
 BT2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2392_SP_SET: CONCRETE POST
 BT2392_STAMPING: 35-6 1991
 BT2392_MARK LOGO: ALHD  
 BT2392_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2392+STABILITY: SURFACE MOTION
 BT2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2392+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2392
 BT2392  HISTORY     - Date     Condition        Report By
 BT2392  HISTORY     - 1991     MONUMENTED       ALHD
 BT2392
 BT2392                          STATION DESCRIPTION
 BT2392
 BT2392'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2392'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE WEST RIGHT OF WAY OF
 BT2392'ALA 95, ABOUT 3.35 MI (5.39 KM) SOUTH-SOUTHWEST OF COLUMBIA AND ABOUT
 BT2392'7.80 MI (12.55 KM) NORTHEAST OF ASHFORD.
 BT2392'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 EAST AND THE EAST
 BT2392'SIDE OF ROSS CLARK CIRCLE (MILE POST 65.90 ON ALA 52 AND MILE POST
 BT2392'10.10 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE NORTHEAST ON ALA 52 FOR
 BT2392'14.80 MI (23.82 KM) TO MILE POST 80.70 AND ALA 95 ON THE RIGHT, TURN
 BT2392'RIGHT ON ALA 95 AND DRIVE SOUTH FOR 3.20 MI (5.15 KM) TO MILE POST
 BT2392'9.35 AND THE STATION ON THE RIGHT.
 BT2392'THE STATION IS 31.3 FT (9.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF ALA
 BT2392'95, 73.6 FT (22.4 M) SOUTHWEST OF THE SOUTH ONE OF TWO BRACED POSTS
 BT2392'IN THE FENCE LINE ACROSS ALA 95, 2.1 FT (0.6 M) NORTHEAST OF A
 BT2392'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2392'STATION 35-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2393 ***********************************************************************
 BT2393  DESIGNATION -  35 7
 BT2393  PID         -  BT2393
 BT2393  STATE/COUNTY-  AL/HOUSTON
 BT2393  USGS QUAD   -  SIGMA (1970)
 BT2393
 BT2393                         *CURRENT SURVEY CONTROL
 BT2393  ___________________________________________________________________
 BT2393* NAD 83(1992)-  31 15 02.71936(N)    085 07 44.12327(W)     ADJUSTED  
 BT2393* NAVD 88     -        57.7    (meters)     189.     (feet)  GPS OBS   
 BT2393  ___________________________________________________________________
 BT2393  X           -     463,430.307 (meters)                     COMP
 BT2393  Y           -  -5,437,934.664 (meters)                     COMP
 BT2393  Z           -   3,289,708.532 (meters)                     COMP
 BT2393  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BT2393  ELLIP HEIGHT-          30.37  (meters)          (07/29/02) GPS OBS
 BT2393  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BT2393
 BT2393  HORZ ORDER  -  FIRST
 BT2393  ELLP ORDER  -  FOURTH    CLASS I
 BT2393
 BT2393.The horizontal coordinates were established by GPS observations
 BT2393.and adjusted by the National Geodetic Survey in December 1992..
 BT2393
 BT2393.The orthometric height was determined by GPS observations and a
 BT2393.high-resolution geoid model.
 BT2393
 BT2393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2393
 BT2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2393
 BT2393.The ellipsoidal height was determined by GPS observations
 BT2393.and is referenced to NAD 83.
 BT2393
 BT2393.The geoid height was determined by GEOID03.
 BT2393
 BT2393;                    North         East     Units Scale Factor Converg.
 BT2393;SPC AL E     -    83,444.894   267,095.598   MT  1.00001551   +0 21 55.6
 BT2393;SPC GA W     -   139,048.005   608,348.922   MT  1.00000358   -0 29 57.3
 BT2393;SPC GA W     -   456,193.33  1,995,891.42   sFT  1.00000358   -0 29 57.3
 BT2393;UTM  16      - 3,458,902.050   678,169.953   MT  0.99999156   +0 58 15.4
 BT2393
 BT2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2393!SPC AL E     -   0.99999523  x   1.00001551  =   1.00001074
 BT2393!SPC GA W     -   0.99999523  x   1.00000358  =   0.99999881
 BT2393!UTM  16      -   0.99999523  x   0.99999156  =   0.99998679
 BT2393
 BT2393:                Primary Azimuth Mark                     Grid Az
 BT2393:SPC AL E     -  35 6                                     158 40 37.8
 BT2393:SPC GA W     -  35 6                                     159 32 30.7
 BT2393:UTM  16      -  35 6                                     158 04 18.0
 BT2393
 BT2393|---------------------------------------------------------------------|
 BT2393| PID    Reference Object                     Distance      Geod. Az  |
 BT2393|                                                           dddmmss.s |
 BT2393| BT2392 35 6                                APPROX. 0.5 KM 1590233.4 |
 BT2393|---------------------------------------------------------------------|
 BT2393
 BT2393                          SUPERSEDED SURVEY CONTROL
 BT2393
 BT2393  ELLIP H (12/04/92)   30.41   (m)                       GP(       ) 4 1
 BT2393  NAD 83(1986)-  31 15 02.72557(N)    085 07 44.12592(W) AD(       ) 1
 BT2393  NGVD 29 (12/04/92)   57.8    (m)          190.     (f) GPS OBS        
 BT2393
 BT2393.Superseded values are not recommended for survey control.
 BT2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2393.See file dsdata.txt to determine how the superseded data were derived.
 BT2393
 BT2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7817058902(NAD 83)
 BT2393_MARKER: DD = SURVEY DISK
 BT2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2393_SP_SET: CONCRETE POST
 BT2393_STAMPING: 35-7 1991
 BT2393_MARK LOGO: ALHD  
 BT2393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2393+STABILITY: SURFACE MOTION
 BT2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2393+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2393
 BT2393  HISTORY     - Date     Condition        Report By
 BT2393  HISTORY     - 1991     MONUMENTED       ALHD
 BT2393
 BT2393                          STATION DESCRIPTION
 BT2393
 BT2393'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2393'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE WEST RIGHT OF WAY OF
 BT2393'ALA 95, ABOUT 3.05 MI (4.91 KM) SOUTH-SOUTHWEST OF COLUMBIA AND ABOUT
 BT2393'7.90 MI (12.71 KM) NORTHEAST OF ASHFORD.
 BT2393'TO REACH THE STATION FROM THE JUNCTION OF ALA 52 EAST AND THE EAST
 BT2393'SIDE OF ROSS CLARK CIRCLE (MILE POST 65.90 ON ALA 52 AND MILE POST
 BT2393'10.10 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE NORTHEAST ON ALA 52 FOR
 BT2393'14.80 MI (23.82 KM) TO MILE POST 80.70 AND ALA 95 ON THE RIGHT, TURN
 BT2393'RIGHT ON ALA 95 AND DRIVE SOUTH FOR 2.85 MI (4.59 KM) TO MILE POST
 BT2393'9.70 AND THE STATION ON THE RIGHT.
 BT2393'THE STATION IS 31.3 FT (9.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF ALA
 BT2393'95, 141.5 FT (43.1 M) NORTH OF ANGLE POWER POLE NO. 3 29 4 25, 1.4 FT
 BT2393'(0.4 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2393'GROUND.
 BT2393'STATION 35-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2394 ***********************************************************************
 BT2394  DESIGNATION -  35 8
 BT2394  PID         -  BT2394
 BT2394  STATE/COUNTY-  AL/HOUSTON
 BT2394  USGS QUAD   -  SAFFOLD (1981)
 BT2394
 BT2394                         *CURRENT SURVEY CONTROL
 BT2394  ___________________________________________________________________
 BT2394* NAD 83(1992)-  31 01 52.86896(N)    085 04 53.42326(W)     ADJUSTED  
 BT2394* NAVD 88     -        44.1    (meters)     145.     (feet)  GPS OBS   
 BT2394  ___________________________________________________________________
 BT2394  X           -     469,008.012 (meters)                     COMP
 BT2394  Y           -  -5,450,070.915 (meters)                     COMP
 BT2394  Z           -   3,268,880.984 (meters)                     COMP
 BT2394  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BT2394  ELLIP HEIGHT-          16.31  (meters)          (07/29/02) GPS OBS
 BT2394  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BT2394
 BT2394  HORZ ORDER  -  FIRST
 BT2394  ELLP ORDER  -  FOURTH    CLASS I
 BT2394
 BT2394.The horizontal coordinates were established by GPS observations
 BT2394.and adjusted by the National Geodetic Survey in December 1992..
 BT2394
 BT2394.The orthometric height was determined by GPS observations and a
 BT2394.high-resolution geoid model.
 BT2394
 BT2394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2394
 BT2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2394
 BT2394.The ellipsoidal height was determined by GPS observations
 BT2394.and is referenced to NAD 83.
 BT2394
 BT2394.The geoid height was determined by GEOID03.
 BT2394
 BT2394;                    North         East     Units Scale Factor Converg.
 BT2394;SPC AL E     -    59,149.050   271,777.270   MT  1.00002353   +0 23 15.3
 BT2394;UTM  16      - 3,434,657.284   683,107.223   MT  1.00001359   +0 59 21.4
 BT2394
 BT2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2394!SPC AL E     -   0.99999744  x   1.00002353  =   1.00002097
 BT2394!UTM  16      -   0.99999744  x   1.00001359  =   1.00001103
 BT2394
 BT2394:                Primary Azimuth Mark                     Grid Az
 BT2394:SPC AL E     -  CROSBY RESET                             102 31 25.6
 BT2394:UTM  16      -  CROSBY RESET                             101 55 19.5
 BT2394
 BT2394|---------------------------------------------------------------------|
 BT2394| PID    Reference Object                     Distance      Geod. Az  |
 BT2394|                                                           dddmmss.s |
 BT2394| AA9093 CROSBY RESET                        454.859 METERS 1025440.9 |
 BT2394|---------------------------------------------------------------------|
 BT2394
 BT2394                          SUPERSEDED SURVEY CONTROL
 BT2394
 BT2394  ELLIP H (12/04/92)   16.37   (m)                       GP(       ) 4 1
 BT2394  NAD 83(1992)-  31 01 52.87576(N)    085 04 53.42633(W) AD(       ) 1
 BT2394  NGVD 29 (12/04/92)   44.1    (m)          145.     (f) GPS OBS        
 BT2394
 BT2394.Superseded values are not recommended for survey control.
 BT2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2394.See file dsdata.txt to determine how the superseded data were derived.
 BT2394
 BT2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV8310734657(NAD 83)
 BT2394_MARKER: DD = SURVEY DISK
 BT2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2394_SP_SET: CONCRETE POST
 BT2394_STAMPING: 35-8 1991
 BT2394_MARK LOGO: ALHD  
 BT2394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2394+STABILITY: SURFACE MOTION
 BT2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2394+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2394
 BT2394  HISTORY     - Date     Condition        Report By
 BT2394  HISTORY     - 1991     MONUMENTED       ALHD
 BT2394  HISTORY     - 20010725 POOR             FLDT
 BT2394
 BT2394                          STATION DESCRIPTION
 BT2394
 BT2394'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2394'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2394'AN UNPAVED COUNTY ROAD, ABOUT 8.10 MI (13.04 KM) SOUTH OF GORDON AND
 BT2394'ABOUT 13.20 MI (21.24 KM) EAST OF COTTONWOOD.
 BT2394'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 EAST ON THE EAST
 BT2394'SIDE OF ROSS CLARK CIRCLE (MILE POST 212.60 ON U.S. 84 AND MILE POST
 BT2394'10.55 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE EAST ON U.S. 84 FOR
 BT2394'20.55 MI (33.07 KM) TO MILE POST 235.15 AND HOUSTON COUNTY ROAD NO.
 BT2394'85 ON THE RIGHT, TURN RIGHT ON HOUSTON COUNTY ROAD NO. 85 AND DRIVE
 BT2394'SOUTH FOR 4.65 MI (7.48 KM) TO A REVERSE Y-INTERSECTION WITH HOUSTON
 BT2394'COUNTY ROAD NO. 8 SHARP RIGHT AND HOUSTON COUNTY ROAD NO. 85 LEFT,
 BT2394'BEAR LEFT ON HOUSTON COUNTY ROAD NO. 85 AND DRIVE SOUTH FOR 1.60 MI
 BT2394'(2.57 KM) TO A Y-INTERSECTION WITH A PAVED COUNTY ROAD RIGHT AND
 BT2394'HOUSTON COUNTY ROAD NO. 85 LEFT, BEAR LEFT ON HOUSTON COUNTY ROAD NO.
 BT2394'85 AND DRIVE SOUTH FOR 1.30 MI (2.09 KM) TO AN UNPAVED COUNTY ROAD ON
 BT2394'THE RIGHT, TURN RIGHT ON THE UNPAVED COUNTY ROAD AND DRIVE WEST FOR
 BT2394'0.20 MI (0.32 KM) TO THE STATION ON THE LEFT.
 BT2394'THE STATION IS 5.3 FT (1.6 M) NORTH OF A TWO STRAND ELECTRIC FENCE,
 BT2394'20.0 FT (6.1 M) SOUTH OF THE CENTER OF AN UNPAVED COUNTY ROAD, 80.0
 BT2394'FT (24.4 M) WEST OF A 10-INCH FENCE CORNER POST, 4.6 FT (1.4 M) NORTH
 BT2394'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2394'TRIANGULATION STATION CROSBY 1938 1991 MAY BE USED AS AN AZIMUTH FOR
 BT2394'THIS STATION.
 BT2394
 BT2394                          STATION RECOVERY (2001)
 BT2394
 BT2394'RECOVERY NOTE BY FLORIDA DEPARTMENT OF TRANSPORTATION 2001 (DD)
 BT2394'MARK HAS BEEN SLIGHTLY DISTURBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2395 ***********************************************************************
 BT2395  DESIGNATION -  35 9
 BT2395  PID         -  BT2395
 BT2395  STATE/COUNTY-  AL/HOUSTON
 BT2395  USGS QUAD   -  HEADLAND (1969)
 BT2395
 BT2395                         *CURRENT SURVEY CONTROL
 BT2395  ___________________________________________________________________
 BT2395* NAD 83(1992)-  31 18 29.58518(N)    085 21 14.46504(W)     ADJUSTED  
 BT2395* NAVD 88     -        99.3    (meters)     326.     (feet)  GPS OBS   
 BT2395  ___________________________________________________________________
 BT2395  X           -     441,798.011 (meters)                     COMP
 BT2395  Y           -  -5,436,451.896 (meters)                     COMP
 BT2395  Z           -   3,295,175.386 (meters)                     COMP
 BT2395  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BT2395  ELLIP HEIGHT-          72.26  (meters)          (07/29/02) GPS OBS
 BT2395  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BT2395
 BT2395  HORZ ORDER  -  FIRST
 BT2395  ELLP ORDER  -  FOURTH    CLASS I
 BT2395
 BT2395.The horizontal coordinates were established by GPS observations
 BT2395.and adjusted by the National Geodetic Survey in December 1992..
 BT2395
 BT2395.The orthometric height was determined by GPS observations and a
 BT2395.high-resolution geoid model.
 BT2395
 BT2395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2395
 BT2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2395
 BT2395.The ellipsoidal height was determined by GPS observations
 BT2395.and is referenced to NAD 83.
 BT2395
 BT2395.The geoid height was determined by GEOID03.
 BT2395
 BT2395;                    North         East     Units Scale Factor Converg.
 BT2395;SPC AL E     -    89,700.976   245,627.177   MT  0.99998567   +0 14 56.7
 BT2395;UTM  16      - 3,464,930.415   656,637.721   MT  0.99990263   +0 51 19.8
 BT2395
 BT2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2395!SPC AL E     -   0.99998865  x   0.99998567  =   0.99997432
 BT2395!UTM  16      -   0.99998865  x   0.99990263  =   0.99989128
 BT2395
 BT2395                          SUPERSEDED SURVEY CONTROL
 BT2395
 BT2395  ELLIP H (12/04/92)   72.29   (m)                       GP(       ) 4 1
 BT2395  NAD 83(1986)-  31 18 29.59150(N)    085 21 14.46641(W) AD(       ) 1
 BT2395  NGVD 29 (12/04/92)   99.3    (m)          326.     (f) GPS OBS        
 BT2395
 BT2395.Superseded values are not recommended for survey control.
 BT2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2395.See file dsdata.txt to determine how the superseded data were derived.
 BT2395
 BT2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5663864930(NAD 83)
 BT2395_MARKER: DD = SURVEY DISK
 BT2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2395_SP_SET: CONCRETE POST
 BT2395_STAMPING: 35-9 1991
 BT2395_MARK LOGO: ALHD  
 BT2395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2395+STABILITY: SURFACE MOTION
 BT2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2395+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2395
 BT2395  HISTORY     - Date     Condition        Report By
 BT2395  HISTORY     - 1991     MONUMENTED       ALHD
 BT2395
 BT2395                          STATION DESCRIPTION
 BT2395
 BT2395'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2395'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE WEST RIGHT OF WAY OF
 BT2395'U.S. 431 IN KINSEY.
 BT2395'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND THE NORTH SIDE
 BT2395'OF ROSS CLARK CIRCLE (MILE POST 17.75 ON U.S. 431 AND MILE POST 4.95
 BT2395'ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE NORTHEAST ON U.S. 431 FOR 4.45
 BT2395'MI (7.16 KM) TO MILE POST 22.20, AN UNPAVED COUNTY ROAD, AND THE
 BT2395'STATION ON THE LEFT IN THE NORTHWEST QUADRANT OF THE INTERSECTION.
 BT2395'THE STATION IS 67.0 FT (20.4 M) NORTH OF THE CENTER OF A PAVED TURN
 BT2395'OUT FOR AN UNPAVED COUNTY ROAD, 76.5 FT (23.3 M) SOUTH OF THE EAST
 BT2395'POST OF BILLBOARD NO. AHD 022.20 L, 82.3 FT (25.1 M) WEST-NORTHWEST
 BT2395'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 431, 100.0 FT
 BT2395'(30.5 M) EAST OF A BURIED CABLE WARNING SIGN, 2.2 FT (0.7 M)
 BT2395'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2395'STATION D-80 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0764 ***********************************************************************
 CM0764  DESIGNATION -  357
 CM0764  PID         -  CM0764
 CM0764  STATE/COUNTY-  AL/RUSSELL
 CM0764  USGS QUAD   -  SEALE (1984)
 CM0764
 CM0764                         *CURRENT SURVEY CONTROL
 CM0764  ___________________________________________________________________
 CM0764* NAD 83(1986)-  32 17 59.     (N)    085 10 01.     (W)     SCALED    
 CM0764* NAVD 88     -       108.826  (meters)     357.04   (feet)  ADJUSTED  
 CM0764  ___________________________________________________________________
 CM0764  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CM0764  DYNAMIC HT  -         108.702 (meters)     356.63  (feet)  COMP
 CM0764  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 CM0764
 CM0764  VERT ORDER  -  SECOND    CLASS 0
 CM0764
 CM0764.The horizontal coordinates were scaled from a topographic map and have
 CM0764.an estimated accuracy of +/- 6 seconds.
 CM0764
 CM0764.The orthometric height was determined by differential leveling
 CM0764.and adjusted by the National Geodetic Survey in June 1991..
 CM0764
 CM0764.The geoid height was determined by GEOID03.
 CM0764
 CM0764.The dynamic height is computed by dividing the NAVD 88
 CM0764.geopotential number by the normal gravity value computed on the
 CM0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0764.degrees latitude (g = 980.6199 gals.).
 CM0764
 CM0764.The modeled gravity was interpolated from observed gravity values.
 CM0764
 CM0764;                    North         East    Units  Estimated Accuracy
 CM0764;SPC AL E     -   199,730.      262,760.      MT  (+/- 180 meters Scaled)
 CM0764
 CM0764                          SUPERSEDED SURVEY CONTROL
 CM0764
 CM0764  NGVD 29 (??/??/92)  108.841  (m)          357.09   (f) ADJ UNCH    2 0
 CM0764
 CM0764.Superseded values are not recommended for survey control.
 CM0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0764.See file dsdata.txt to determine how the superseded data were derived.
 CM0764
 CM0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA725751(NAD 83)
 CM0764_MARKER: DD = SURVEY DISK
 CM0764_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0764_SP_SET: BUILDING
 CM0764_STAMPING: 357 ADJ 1907
 CM0764_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0764
 CM0764  HISTORY     - Date     Condition        Report By
 CM0764  HISTORY     - 1907     MONUMENTED       USGS
 CM0764  HISTORY     - 1952     GOOD             NGS
 CM0764
 CM0764                          STATION DESCRIPTION
 CM0764
 CM0764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0764'AT SEALE.
 CM0764'AT SEALE, ALONG THE SOUTHEAST EDGE OF THE GROUNDS OF SEALE HIGH
 CM0764'SCHOOL, SET VERTICALLY IN THE SOUTHEAST FACE OF THE OLD ABANDONED
 CM0764'RUSSELL COUNTY JAIL, 1 1/2 FEET NORTHEAST OF THE SOUTH CORNER OF
 CM0764'THE BUILDING AND ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2305 ***********************************************************************
 EE2305  FBN         -  This is a Federal Base Network Control Station.
 EE2305  DESIGNATION -  36 1
 EE2305  PID         -  EE2305
 EE2305  STATE/COUNTY-  AL/JACKSON
 EE2305  USGS QUAD   -  HOLLYWOOD (1980)
 EE2305
 EE2305                         *CURRENT SURVEY CONTROL
 EE2305  ___________________________________________________________________
 EE2305* NAD 83(1992)-  34 38 39.71104(N)    085 58 50.07165(W)     ADJUSTED  
 EE2305* NAVD 88     -       195.93   (meters)     642.8    (feet)  N HEIGHT  
 EE2305  ___________________________________________________________________
 EE2305  X           -     368,213.827 (meters)                     COMP
 EE2305  Y           -  -5,240,172.582 (meters)                     COMP
 EE2305  Z           -   3,605,573.668 (meters)                     COMP
 EE2305  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 EE2305  ELLIP HEIGHT-         167.15  (meters)          (08/29/05) GPS OBS
 EE2305  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE2305  DYNAMIC HT  -         195.73  (meters)     642.2   (feet)  COMP
 EE2305  MODELED GRAV-     979,633.6   (mgal)                       NAVD 88
 EE2305
 EE2305  HORZ ORDER  -  B
 EE2305  VERT ORDER  -  THIRD
 EE2305  ELLP ORDER  -  FOURTH    CLASS I
 EE2305
 EE2305.The horizontal coordinates were established by GPS observations
 EE2305.and adjusted by the National Geodetic Survey in September 1992..
 EE2305
 EE2305.The orthometric height was determined by differential leveling
 EE2305.and adjusted by the National Geodetic Survey in September 1998..
 EE2305.The height was determined by precise leveling from only one NSRS
 EE2305.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EE2305.allowed ONLY to validate the GPS-derived height.
 EE2305
 EE2305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2305
 EE2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2305
 EE2305.The ellipsoidal height was determined by GPS observations
 EE2305.and is referenced to NAD 83.
 EE2305
 EE2305.The geoid height was determined by GEOID03.
 EE2305
 EE2305.The dynamic height is computed by dividing the NAVD 88
 EE2305.geopotential number by the normal gravity value computed on the
 EE2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE2305.degrees latitude (g = 980.6199 gals.).
 EE2305
 EE2305.The modeled gravity was interpolated from observed gravity values.
 EE2305
 EE2305;                    North         East     Units Scale Factor Converg.
 EE2305;SPC AL E     -   459,589.359   186,501.174   MT  0.99996225   -0 05 01.3
 EE2305;UTM  16      - 3,834,078.075   593,426.618   MT  0.99970758   +0 34 46.4
 EE2305
 EE2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2305!SPC AL E     -   0.99997376  x   0.99996225  =   0.99993601
 EE2305!UTM  16      -   0.99997376  x   0.99970758  =   0.99968135
 EE2305
 EE2305                          SUPERSEDED SURVEY CONTROL
 EE2305
 EE2305  ELLIP H (08/03/04)  167.07   (m)                       GP(       ) 4 1
 EE2305  ELLIP H (08/31/99)  167.10   (m)                       GP(       ) 3 1
 EE2305  ELLIP H (09/01/92)  167.19   (m)                       GP(       ) 1 2
 EE2305  NAD 83(1992)-  34 38 39.71877(N)    085 58 50.07089(W) AD(       ) 1
 EE2305  NAVD 88 (08/31/99)  195.93   (m)          642.8    (f) LEVELING    3  
 EE2305  NGVD 29 (??/??/??)  195.92   (m)          642.8    (f) N HEIGHT    3  
 EE2305
 EE2305.Superseded values are not recommended for survey control.
 EE2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2305.See file dsdata.txt to determine how the superseded data were derived.
 EE2305
 EE2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9342734078(NAD 83)
 EE2305_MARKER: DD = SURVEY DISK
 EE2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2305_SP_SET: CONCRETE POST
 EE2305_STAMPING: 36-1 1990
 EE2305_MARK LOGO: ALHD  
 EE2305_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2305+STABILITY: SURFACE MOTION
 EE2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2305+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 EE2305
 EE2305  HISTORY     - Date     Condition        Report By
 EE2305  HISTORY     - 1990     MONUMENTED       ALHD
 EE2305  HISTORY     - 19920114 GOOD             NGS
 EE2305  HISTORY     - 19931118 GOOD             ALHD
 EE2305  HISTORY     - 19980113 GOOD             NGS
 EE2305  HISTORY     - 20031010 GOOD             TNDT
 EE2305  HISTORY     - 20040624 GOOD             ALPCO
 EE2305
 EE2305                          STATION DESCRIPTION
 EE2305
 EE2305'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2305'THE STATION IS LOCATED IN JACKSON COUNTY, IN THE MEDIAN OF ALA 35,
 EE2305'ABOUT 5.95 KM (3.80 MI) SOUTHEAST OF SCOTTSBORO AND ABOUT 6.92 KM
 EE2305'(4.30 MI) NORTHWEST OF DUTTON.  TO REACH THE STATION FROM THE
 EE2305'JUNCTION OF US 72 AND ALA 35, MILE POST 50.35 ON ALA 35, IN
 EE2305'SCOTTSBORO, DRIVE EAST ON ALA 35 SOUTH 3.86 KM (2.40 MI) TO MILE POST
 EE2305'47.95 AND THE STATION ON THE LEFT.  THE STATION IN THE MEDIAN OF ALA
 EE2305'35 AT THE EAST CITY LIMITS OF SCOTTSBORO, 15.03 M (49.32 FT)
 EE2305'NORTHEAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF ALA 35, 30.36
 EE2305'M (99.61 FT) SOUTHWEST OF THE CENTERLINES OF THE NORTH BOUND LANES OF
 EE2305'ALA 35, 54.77 M (179.69 FT) WEST-NORTHWEST OF THE WEST END OF THE
 EE2305'SOUTH GUARD RAIL OF THE NEW NORTH BOUND LANES BRIDGE OVER THE
 EE2305'TENNESSEE RIVER, 0.82 M (2.69 FT) NORTHEAST OF A CARSONITE WITNESS
 EE2305'POST, AND SET FLUSH WITH THE GROUND.
 EE2305
 EE2305                          STATION RECOVERY (1992)
 EE2305
 EE2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EE2305'THE STATION IS LOCATED ABOUT 5.95 KM (3.70 MI) SOUTHEAST OF SCOTTSBORO
 EE2305'AND 6.92 KM (4.30 MI) NORTHWEST OF DUTTON, IN THE MEDIAN OF STATE
 EE2305'HIGHWAY 35 AT THE EAST CITY LIMIT OF SCOTTSBORO. OWNERSHIP--ALABAMA
 EE2305'DEPARTMENT OF HIGHWAYS.
 EE2305'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 72 AND
 EE2305'STATE HIGHWAY 35 IN SCOTTSBORO, GO EAST ON STATE HIGHWAY 35 FOR 3.86
 EE2305'KM (2.40 MI) TO MILE POST 47.95 AND THE STATION ON THE LEFT.
 EE2305'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 EE2305'GROUND, AND IS LOCATED 54.77 M (179.69 FT) WEST-NORTHWEST OF THE WEST
 EE2305'END OF THE SOUTH GUARDRAIL OF THE NORTHBOUND LANES OF THE BRIDGE OVER
 EE2305'THE TENNESSEE RIVER, 30.36 M (99.61 FT) SOUTHWEST OF THE NORTHBOUND
 EE2305'CENTERLINE, 15.03 M (49.31 FT) NORTHEAST OF THE SOUTHBOUND LANE
 EE2305'CENTERLINE AND 0.82 M (2.69 FT) NORTHEAST OF A FIBERGLASS WITNESS
 EE2305'POST.
 EE2305'NOTE--STATION 36-2 CAN BE USED AS AZIMUTH.
 EE2305
 EE2305                          STATION RECOVERY (1993)
 EE2305
 EE2305'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLD)
 EE2305'THE STATION IS LOCATED ABOUT 5.95 KM (3.70 MI) SOUTHEAST OF SCOTTSBORO
 EE2305'AND 6.92 KM (4.30 MI) NORTHWEST OF DUTTON, IN THE MEDIAN OF STATE
 EE2305'HIGHWAY 35 AT THE EAST CITY LIMIT OF SCOTTSBORO. OWNERSHIP--ALABAMA
 EE2305'DEPARTMENT OF HIGHWAYS. TO REACH THE STATION FROM THE INTERSECTION OF
 EE2305'U.S. HIGHWAY 72 AND STATE HIGHWAY 35 IN SCOTTSBORO, GO EAST ON STATE
 EE2305'HIGHWAY 35 FOR 3.86 KM (2.40 MI) TO MILE POST 47.95 AND THE STATION ON
 EE2305'THE LEFT. THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH
 EE2305'WITH THE GROUND, AND IS LOCATED 54.77 M (179.69 FT) WEST-NORTHWEST OF
 EE2305'THE WEST END OF THE SOUTH GUARDRAIL OF THE NORTHBOUND LANES OF THE
 EE2305'BRIDGE OVER THE TENNESSEE RIVER, 30.36 M (99.61 FT) SOUTHWEST OF THE
 EE2305'NORTHBOUND CENTERLINE, 15.03 M (49.31 FT) NORTHEAST OF THE SOUTHBOUND
 EE2305'LANE CENTERLINE AND 0.82 M (2.69 FT) NORTHEAST OF A FIBERGLASS WITNESS
 EE2305'POST. NOTE--STATION 36-2 CAN BE USED AS AZIMUTH.
 EE2305
 EE2305                          STATION RECOVERY (1998)
 EE2305
 EE2305'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 EE2305'THE STATION IS LOCATED ABOUT 6.92 KM (4.30 MI) NORTHWEST OF DUTTON,
 EE2305'5.95 KM (3.70 MI) SOUTHEAST OF SCOTTSBORO, NEAR THE SOUTHEAST EDGE OF
 EE2305'SCOTTSBORO, WEST OF THE NORTHWEST END OF THE NORTHBOUND LANES BRIDGE
 EE2305'OVER THE TENNESSEE RIVER, IN THE MEDIAN OF STATE HIGHWAY 35 ON TOP OF
 EE2305'A HILL, SOUTHWEST OF THE SCOTTSBORO CITY LIMIT SIGN, AND JUST
 EE2305'NORTHEAST OF A STEEP BANK NEAR THE SOUTHWEST SIDE OF THE MEDIAN.
 EE2305'OWNERSHIP--ALABAMA DEPARTMENT OF TRANSPORTATION, 1409 COLISEUM
 EE2305'BOULEVARD, MONTGOMERY AL 36130-3050.  CONTACT MR. DON SPILLARS, PHONE
 EE2305'334-242-6614 OR FAX 334-269-0826.  STATION IS ABOUT 99.0 M (324.8 FT)
 EE2305'SOUTHEAST OF A LARGE METAL POWER POLE, 51.21 M (168.01 FT) WEST OF THE
 EE2305'NORTHWEST END OF THE SOUTHWEST CONCRETE GUARDRAIL OF THE NORTHBOUND
 EE2305'LANES OF THE BRIDGE, 30.36 M (99.61 FT) SOUTHWEST OF THE CENTERLINE OF
 EE2305'THE NORTHBOUND LANES, 22.7 M (74.5 FT) NORTHWEST OF THE EXTENDED LINE
 EE2305'OF THE NORTHWEST END OF 2 METAL GUARDRAILS, 15.03 M (49.31 FT)
 EE2305'NORTHEAST OF THE CENTERLINE OF SOUTHBOUND LANES, 5.5 M (18.0 FT)
 EE2305'NORTHEAST OF A WITNESS POST AT THE SOUTHWEST EDGE OF A STEEP BANK,
 EE2305'ABOUT 3.0 M (9.8 FT) ABOVE THE HIGHWAY SOUTHBOUND LANES AND PROJECTING
 EE2305'6 CM ABOVE GROUND.  NOTE--STATION 36-2 MAY BE USED FOR AN AZIMUTH FOR
 EE2305'THIS STATION.
 EE2305
 EE2305                          STATION RECOVERY (2003)
 EE2305
 EE2305'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 EE2305'RECOVERED AS DESCRIBED.
 EE2305
 EE2305                          STATION RECOVERY (2004)
 EE2305
 EE2305'RECOVERY NOTE BY ALABAMA POWER COMPANY 2004 (TH)
 EE2305'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1714 ***********************************************************************
 EF1714  DESIGNATION -  36 10
 EF1714  PID         -  EF1714
 EF1714  STATE/COUNTY-  AL/JACKSON
 EF1714  USGS QUAD   -  PAINT ROCK (1982)
 EF1714
 EF1714                         *CURRENT SURVEY CONTROL
 EF1714  ___________________________________________________________________
 EF1714* NAD 83(1992)-  34 39 54.78061(N)    086 19 45.17938(W)     ADJUSTED  
 EF1714* NAVD 88     -       186.5    (meters)     612.     (feet)  VERTCON   
 EF1714  ___________________________________________________________________
 EF1714  X           -     336,236.379 (meters)                     COMP
 EF1714  Y           -  -5,240,995.507 (meters)                     COMP
 EF1714  Z           -   3,607,471.147 (meters)                     COMP
 EF1714  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 EF1714  ELLIP HEIGHT-         157.56  (meters)          (07/29/02) GPS OBS
 EF1714  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EF1714
 EF1714  HORZ ORDER  -  FIRST
 EF1714  ELLP ORDER  -  FOURTH    CLASS I
 EF1714
 EF1714.The horizontal coordinates were established by GPS observations
 EF1714.and adjusted by the National Geodetic Survey in December 1992..
 EF1714
 EF1714.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1714
 EF1714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1714
 EF1714.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1714
 EF1714.The ellipsoidal height was determined by GPS observations
 EF1714.and is referenced to NAD 83.
 EF1714
 EF1714.The geoid height was determined by GEOID03.
 EF1714
 EF1714;                    North         East     Units Scale Factor Converg.
 EF1714;SPC AL E     -   462,004.550   154,549.750   MT  0.99998545   -0 16 55.4
 EF1714;UTM  16      - 3,836,122.539   561,458.861   MT  0.99964655   +0 22 53.5
 EF1714
 EF1714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1714!SPC AL E     -   0.99997527  x   0.99998545  =   0.99996072
 EF1714!UTM  16      -   0.99997527  x   0.99964655  =   0.99962183
 EF1714
 EF1714                          SUPERSEDED SURVEY CONTROL
 EF1714
 EF1714  ELLIP H (12/04/92)  157.65   (m)                       GP(       ) 4 1
 EF1714  NAD 83(1992)-  34 39 54.78720(N)    086 19 45.17219(W) AD(       ) 1
 EF1714  NGVD 29 (12/04/92)  186.5    (m)          612.     (f) GPS OBS        
 EF1714
 EF1714.Superseded values are not recommended for survey control.
 EF1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1714.See file dsdata.txt to determine how the superseded data were derived.
 EF1714
 EF1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6145936123(NAD 83)
 EF1714_MARKER: DD = SURVEY DISK
 EF1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1714_SP_SET: CONCRETE POST
 EF1714_STAMPING: 36 - 10 1990
 EF1714_MARK LOGO: ALHD  
 EF1714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1714+STABILITY: SURFACE MOTION
 EF1714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1714+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1991
 EF1714
 EF1714  HISTORY     - Date     Condition        Report By
 EF1714  HISTORY     - 1990     MONUMENTED       ALHD
 EF1714  HISTORY     - 19910206 GOOD
 EF1714
 EF1714                          STATION DESCRIPTION
 EF1714
 EF1714'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1714'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 EF1714'U. S. 72 IN PAINT ROCK.
 EF1714'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 65, MILE
 EF1714'POST 116.30 ON U. S. 72, DRIVE SOUTH ON U. S. 72 1.61 KM (1.00 MI) TO
 EF1714'MILE POST 117.30 AND THE STATION ON THE RIGHT.
 EF1714'THE STATION IS LOCATED BETWEEN THE PAINT ROCK SENIOR CENTER AND THE
 EF1714'MISSIONARY BAPTIST CHURCH, PAINT ROCK, ALABAMA, 12.50 M (41.01 FT)
 EF1714'NORTH - NORTHEAST OF A NIGHT LIGHT POLE BESIDE THE CHURCH, 13.14 M
 EF1714'(43.11 FT) SOUTHEAST OF A TELEPHONE CABLE PEDESTAL AND WARNING SIGN,
 EF1714'14.02 M (46.00 FT) NORTH OF THE CENTER OF THE PAVED CHURCH DRIVEWAY,
 EF1714'19.51 M (64.01 FT) WEST OF THE CENTERLINE OF THE EAST BOUND LANES OF
 EF1714'U. S. 72, 24.29 M (79.69 FT) NORTH - NORTHEAST OF THE NORTHEAST
 EF1714'CORNER OF THE BRICK CHURCH BUILDING, 32.13 M (105.41 FT) SOUTHEAST OF
 EF1714'A NIGHT LIGHT POLE IN FRON OF THE SENIOR CENTER, 34.44 M (112.99 FT)
 EF1714'EAST - SOUTHEAST OF THE SOUTHEAST CORNER OF THE WHITE CONCRETE BLOCK
 EF1714'SENIOR CENTER BUILDING, AND SET FLUSH WITH THE GROUND.
 EF1714'STATION 36 - 9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1714
 EF1714                          STATION RECOVERY (1991)
 EF1714
 EF1714'RECOVERED 1991
 EF1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1715 ***********************************************************************
 EF1715  DESIGNATION -  36 11
 EF1715  PID         -  EF1715
 EF1715  STATE/COUNTY-  AL/JACKSON
 EF1715  USGS QUAD   -  MUD CREEK (1982)
 EF1715
 EF1715                         *CURRENT SURVEY CONTROL
 EF1715  ___________________________________________________________________
 EF1715* NAD 83(1992)-  34 47 39.42145(N)    086 01 09.46138(W)     ADJUSTED  
 EF1715* NAVD 88     -       196.7    (meters)     645.     (feet)  VERTCON   
 EF1715  ___________________________________________________________________
 EF1715  X           -     364,014.967 (meters)                     COMP
 EF1715  Y           -  -5,230,970.802 (meters)                     COMP
 EF1715  Z           -   3,619,244.579 (meters)                     COMP
 EF1715  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 EF1715  ELLIP HEIGHT-         167.76  (meters)          (07/29/02) GPS OBS
 EF1715  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 EF1715
 EF1715  HORZ ORDER  -  FIRST
 EF1715  ELLP ORDER  -  FOURTH    CLASS I
 EF1715
 EF1715.The horizontal coordinates were established by GPS observations
 EF1715.and adjusted by the National Geodetic Survey in December 1992..
 EF1715
 EF1715.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1715.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1715
 EF1715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1715
 EF1715.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1715
 EF1715.The ellipsoidal height was determined by GPS observations
 EF1715.and is referenced to NAD 83.
 EF1715
 EF1715.The geoid height was determined by GEOID03.
 EF1715
 EF1715;                    North         East     Units Scale Factor Converg.
 EF1715;SPC AL E     -   476,225.985   182,982.209   MT  0.99996357   -0 06 22.0
 EF1715;UTM  16      - 3,850,668.463   589,715.903   MT  0.99969920   +0 33 34.8
 EF1715
 EF1715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1715!SPC AL E     -   0.99997367  x   0.99996357  =   0.99993724
 EF1715!UTM  16      -   0.99997367  x   0.99969920  =   0.99967288
 EF1715
 EF1715:                Primary Azimuth Mark                     Grid Az
 EF1715:SPC AL E     -  36 12                                    085 19 14.2
 EF1715:UTM  16      -  36 12                                    084 39 17.4
 EF1715
 EF1715|---------------------------------------------------------------------|
 EF1715| PID    Reference Object                     Distance      Geod. Az  |
 EF1715|                                                           dddmmss.s |
 EF1715| EF1716 36 12                               430.650 METERS 0851252.2 |
 EF1715|---------------------------------------------------------------------|
 EF1715
 EF1715                          SUPERSEDED SURVEY CONTROL
 EF1715
 EF1715  ELLIP H (12/04/92)  167.86   (m)                       GP(       ) 4 1
 EF1715  NAD 83(1992)-  34 47 39.42590(N)    086 01 09.46148(W) AD(       ) 1
 EF1715  NGVD 29 (12/04/92)  196.6    (m)          645.     (f) GPS OBS        
 EF1715
 EF1715.Superseded values are not recommended for survey control.
 EF1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1715.See file dsdata.txt to determine how the superseded data were derived.
 EF1715
 EF1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8971650668(NAD 83)
 EF1715_MARKER: DD = SURVEY DISK
 EF1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1715_SP_SET: CONCRETE POST
 EF1715_STAMPING: 36 - 11 1990
 EF1715_MARK LOGO: ALHD  
 EF1715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1715+STABILITY: SURFACE MOTION
 EF1715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1715+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1991
 EF1715
 EF1715  HISTORY     - Date     Condition        Report By
 EF1715  HISTORY     - 1990     MONUMENTED       ALHD
 EF1715  HISTORY     - 19910226 GOOD
 EF1715
 EF1715                          STATION DESCRIPTION
 EF1715
 EF1715'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1715'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1715'JACKSON COUNTY ROAD NO. 42, ABOUT 13.44 KM (8.35 MI) NORTH -
 EF1715'NORTHEAST OF SCOTTSBORO AND ABOUT 18.51 KM (11.50 MI) SOUTHWEST OF
 EF1715'STEVENSON.
 EF1715'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 35, MILE
 EF1715'POST 139.15 ON U. S. 72, IN SCOTTSBORO, DRIVE NORTHEAST ON U. S. 72
 EF1715'8.13 KM (5.05 MI) TO MILE POST 144.20 AND JACKSON COUNTY ROAD NO. 33
 EF1715'LEFT AND RIGHT, TURN LEFT ON JACKSON COUNTY ROAD NO. 33 AND DRIVE
 EF1715'NORTHWEST 1.61 KM (1.00 MI) TO A RAILROAD GRADE CROSSING, CONTINUE
 EF1715'NORTHWEST AND THEN NORTH 10.47 KM (6.51 MI) TO JACKSON COUNTY ROAD
 EF1715'NO. 42 ON THE RIGHT AT HARMONY CHURCH, TURN RIGHT ON JACKSON COUNTY
 EF1715'ROAD NO. 42 AND DRIVE EAST 0.72 KM (0.45 MI) TO THE STATION ON THE
 EF1715'RIGHT.
 EF1715'THE STATION IS 2.59 M (8.50 FT) SOUTHEAST OF A CROSS TIE FENCE POST AT
 EF1715'THE NORTHEAST CORNER OF A PASTURE, 7.92 M (25.98 FT) SOUTH OF THE
 EF1715'CENTER OF JACKSON COUNTY ROAD NO. 42, 21.95 M (72.01 FT) WEST -
 EF1715'NORTHWEST OF A DRILLED WELL IN A CULTIVATED FIELD, 0.79 M (2.59 FT)
 EF1715'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1715'STATION 36 - 12 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1715
 EF1715                          STATION RECOVERY (1991)
 EF1715
 EF1715'RECOVERED 1991
 EF1715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1716 ***********************************************************************
 EF1716  DESIGNATION -  36 12
 EF1716  PID         -  EF1716
 EF1716  STATE/COUNTY-  AL/JACKSON
 EF1716  USGS QUAD   -  MUD CREEK (1982)
 EF1716
 EF1716                         *CURRENT SURVEY CONTROL
 EF1716  ___________________________________________________________________
 EF1716* NAD 83(1992)-  34 47 40.58700(N)    086 00 52.57972(W)     ADJUSTED  
 EF1716* NAVD 88     -       196.8    (meters)     646.     (feet)  VERTCON   
 EF1716  ___________________________________________________________________
 EF1716  X           -     364,441.675 (meters)                     COMP
 EF1716  Y           -  -5,230,920.651 (meters)                     COMP
 EF1716  Z           -   3,619,274.149 (meters)                     COMP
 EF1716  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 EF1716  ELLIP HEIGHT-         167.89  (meters)          (07/29/02) GPS OBS
 EF1716  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 EF1716
 EF1716  HORZ ORDER  -  FIRST
 EF1716  ELLP ORDER  -  FOURTH    CLASS I
 EF1716
 EF1716.The horizontal coordinates were established by GPS observations
 EF1716.and adjusted by the National Geodetic Survey in December 1992..
 EF1716
 EF1716.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1716.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1716
 EF1716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1716
 EF1716.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1716
 EF1716.The ellipsoidal height was determined by GPS observations
 EF1716.and is referenced to NAD 83.
 EF1716
 EF1716.The geoid height was determined by GEOID03.
 EF1716
 EF1716;                    North         East     Units Scale Factor Converg.
 EF1716;SPC AL E     -   476,261.116   183,411.408   MT  0.99996339   -0 06 12.4
 EF1716;UTM  16      - 3,850,708.569   590,144.552   MT  0.99970015   +0 33 44.4
 EF1716
 EF1716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1716!SPC AL E     -   0.99997365  x   0.99996339  =   0.99993704
 EF1716!UTM  16      -   0.99997365  x   0.99970015  =   0.99967380
 EF1716
 EF1716:                Primary Azimuth Mark                     Grid Az
 EF1716:SPC AL E     -  36 11                                    265 19 14.2
 EF1716:UTM  16      -  36 11                                    264 39 17.4
 EF1716
 EF1716|---------------------------------------------------------------------|
 EF1716| PID    Reference Object                     Distance      Geod. Az  |
 EF1716|                                                           dddmmss.s |
 EF1716| EF1715 36 11                               430.650 METERS 2651301.8 |
 EF1716|---------------------------------------------------------------------|
 EF1716
 EF1716                          SUPERSEDED SURVEY CONTROL
 EF1716
 EF1716  ELLIP H (12/04/92)  167.99   (m)                       GP(       ) 4 1
 EF1716  NAD 83(1992)-  34 47 40.59141(N)    086 00 52.57983(W) AD(       ) 1
 EF1716  NGVD 29 (12/04/92)  196.8    (m)          646.     (f) GPS OBS        
 EF1716
 EF1716.Superseded values are not recommended for survey control.
 EF1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1716.See file dsdata.txt to determine how the superseded data were derived.
 EF1716
 EF1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9014550709(NAD 83)
 EF1716_MARKER: DD = SURVEY DISK
 EF1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1716_SP_SET: CONCRETE POST
 EF1716_STAMPING: 36 - 12 1990
 EF1716_MARK LOGO: ALHD  
 EF1716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1716+STABILITY: SURFACE MOTION
 EF1716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1716+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 EF1716
 EF1716  HISTORY     - Date     Condition        Report By
 EF1716  HISTORY     - 1990     MONUMENTED       ALHD
 EF1716  HISTORY     - 19910221 GOOD
 EF1716
 EF1716                          STATION DESCRIPTION
 EF1716
 EF1716'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1716'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1716'JACKSON COUNTY ROAD NO. 42, ABOUT 13.60 KM (8.45 MI) NORTH -
 EF1716'NORTHEAST OF SCOTTSBORO AND ABOUT 18.11 KM (11.25 MI) SOUTHWEST OF
 EF1716'STEVENSON.
 EF1716'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 35, MILE
 EF1716'POST 139.15 ON U. S. 72, IN SCOTTSBORO, DRIVE NORTHEAST ON U. S. 72
 EF1716'8.13 KM (5.05 MI) TO MILE POST 144.20 AND JACKSON COUNTY ROAD NO. 33
 EF1716'LEFT AND RIGHT, TURN LEFT ON JACKSON COUNTY ROAD NO. 33 AND DRIVE
 EF1716'NORTHWEST 1.61 KM (1.00 MI) TO A RAILROAD GRADE CROSSING, CONTINUE
 EF1716'NORTHWEST AND THEN NORTH 10.47 KM (6.51 MI) TO JACKSON COUNTY ROAD
 EF1716'NO. 42 ON THE RIGHT AT HARMONY CHURCH, TURN RIGHT ON JACKSON COUNTY
 EF1716'ROAD NO. 42 AND DRIVE EAST 1.13 KM (0.70 MI) TO THE STATION ON THE
 EF1716'LEFT.
 EF1716'THE STATION IS 5.79 M (19.00 FT) EAST - SOUTHEAST OF THE SOUTHEAST
 EF1716'CORNER OF AN ABANDONED HOUSE, 7.92 M (25.98 FT) NORTH OF THE CENTER
 EF1716'OF JACKSON COUNTY ROAD NO. 42, 19.35 M (63.48 FT) NORTH - NORTHWEST
 EF1716'OF A JUNCTION POWER POLE ACROSS JACKSON COUNTY ROAD NO. 42, 19.48 M
 EF1716'(63.91 FT) NORTH - NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 9, 24.84
 EF1716'M (81.50 FT) EAST OF THE CENTER OF JACKSON COUNTY ROAD NO. 42 NORTH,
 EF1716'0.71 M (2.33 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1716'WITH THE GROUND.
 EF1716'STATION 36 - 11 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1716
 EF1716                          STATION RECOVERY (1991)
 EF1716
 EF1716'RECOVERED 1991
 EF1716'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2324 ***********************************************************************
 EE2324  DESIGNATION -  36 13
 EE2324  PID         -  EE2324
 EE2324  STATE/COUNTY-  AL/JACKSON
 EE2324  USGS QUAD   -  FLAT ROCK (1983)
 EE2324
 EE2324                         *CURRENT SURVEY CONTROL
 EE2324  ___________________________________________________________________
 EE2324* NAD 83(1992)-  34 51 25.00811(N)    085 44 11.48338(W)     ADJUSTED  
 EE2324* NAVD 88     -       460.2    (meters)    1510.     (feet)  VERTCON   
 EE2324  ___________________________________________________________________
 EE2324  X           -     389,547.750 (meters)                     COMP
 EE2324  Y           -  -5,225,367.135 (meters)                     COMP
 EE2324  Z           -   3,625,101.913 (meters)                     COMP
 EE2324  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 EE2324  ELLIP HEIGHT-         431.27  (meters)          (07/29/02) GPS OBS
 EE2324  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE2324
 EE2324  HORZ ORDER  -  FIRST
 EE2324  ELLP ORDER  -  FOURTH    CLASS I
 EE2324
 EE2324.The horizontal coordinates were established by GPS observations
 EE2324.and adjusted by the National Geodetic Survey in December 1992..
 EE2324
 EE2324.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2324
 EE2324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2324
 EE2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2324
 EE2324.The ellipsoidal height was determined by GPS observations
 EE2324.and is referenced to NAD 83.
 EE2324
 EE2324.The geoid height was determined by GEOID03.
 EE2324
 EE2324;                    North         East     Units Scale Factor Converg.
 EE2324;SPC AL E     -   483,165.888   208,852.624   MT  0.99996097   +0 03 19.2
 EE2324;UTM  16      - 3,857,907.080   615,497.920   MT  0.99976441   +0 43 19.9
 EE2324
 EE2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2324!SPC AL E     -   0.99993231  x   0.99996097  =   0.99989328
 EE2324!UTM  16      -   0.99993231  x   0.99976441  =   0.99969673
 EE2324
 EE2324:                Primary Azimuth Mark                     Grid Az
 EE2324:SPC AL E     -  36 14                                    087 06 57.9
 EE2324:UTM  16      -  36 14                                    086 26 57.2
 EE2324
 EE2324|---------------------------------------------------------------------|
 EE2324| PID    Reference Object                     Distance      Geod. Az  |
 EE2324|                                                           dddmmss.s |
 EE2324| EE2325 36 14                               446.751 METERS 0871017.1 |
 EE2324|---------------------------------------------------------------------|
 EE2324
 EE2324                          SUPERSEDED SURVEY CONTROL
 EE2324
 EE2324  ELLIP H (12/04/92)  431.38   (m)                       GP(       ) 4 1
 EE2324  NAD 83(1992)-  34 51 25.01079(N)    085 44 11.48114(W) AD(       ) 1
 EE2324  NGVD 29 (12/04/92)  460.2    (m)         1510.     (f) GPS OBS        
 EE2324
 EE2324.Superseded values are not recommended for survey control.
 EE2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2324.See file dsdata.txt to determine how the superseded data were derived.
 EE2324
 EE2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1549857907(NAD 83)
 EE2324_MARKER: DD = SURVEY DISK
 EE2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2324_SP_SET: CONCRETE POST
 EE2324_STAMPING: 36 - 13 1990
 EE2324_MARK LOGO: ALHD  
 EE2324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2324+STABILITY: SURFACE MOTION
 EE2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2324+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 EE2324
 EE2324  HISTORY     - Date     Condition        Report By
 EE2324  HISTORY     - 1990     MONUMENTED       ALHD
 EE2324  HISTORY     - 19910221 GOOD
 EE2324
 EE2324                          STATION DESCRIPTION
 EE2324
 EE2324'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2324'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 EE2324'JACKSON COUNTY ROAD NO. 14, ABOUT 9.25 KM (5.75 MI) EAST OF STEVENSON
 EE2324'AND ABOUT 10.22 KM (6.35 MI) NORTH - NORTHWEST OF FLAT ROCK.
 EE2324'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 117, MILE
 EE2324'POST 156.75 ON U. S. 72 AND MILE POST 37.05 ON ALA 117, IN STEVENSON,
 EE2324'DRIVE EASTERLY ON ALA 117 9.33 KM (5.80 MI) TO MILE POST 31.25 AND
 EE2324'JACKSON COUNTY ROAD NO. 14 ON THE LEFT, TURN LEFT ON JACKSON COUNTY
 EE2324'ROAD NO. 14 AND DRIVE NORTH AND THEN EAST 2.98 KM (1.85 MI) TO THE
 EE2324'STATION ON THE RIGHT.
 EE2324'THE STATION IS 7.92 M (25.98 FT) SOUTH OF THE CENTER OF JACKSON COUNTY
 EE2324'ROAD NO. 14, 17.10 M (56.10 FT) SOUTH - SOUTHEAST OF TELEPHONE CABLE
 EE2324'PEDESTAL NO. 105 31 LP 8 ACROSS JACKSON COUNTY ROAD NO. 14, 20.42 M
 EE2324'(66.99 FT) SOUTHEAST OF THE JUNCTION OF A CHAIN LINK FENCE AT THE
 EE2324'WEST SIDE OF A GATE FOR A FIELD ROAD ACROSS JACKSON COUNTY ROAD NO.
 EE2324'14, 24.41 M (80.09 FT) WEST - SOUTHWEST OF A POWER POLE, 0.80 M
 EE2324'(2.62 FT) NORTH - NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 EE2324'FLUSH WITH THE GROUND.
 EE2324'STATION 36 - 14 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2324
 EE2324                          STATION RECOVERY (1991)
 EE2324
 EE2324'RECOVERED 1991
 EE2324'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2325 ***********************************************************************
 EE2325  DESIGNATION -  36 14
 EE2325  PID         -  EE2325
 EE2325  STATE/COUNTY-  AL/JACKSON
 EE2325  USGS QUAD   -  FLAT ROCK (1983)
 EE2325
 EE2325                         *CURRENT SURVEY CONTROL
 EE2325  ___________________________________________________________________
 EE2325* NAD 83(1992)-  34 51 25.72317(N)    085 43 53.91743(W)     ADJUSTED  
 EE2325* NAVD 88     -       452.4    (meters)    1484.     (feet)  VERTCON   
 EE2325  ___________________________________________________________________
 EE2325  X           -     389,991.337 (meters)                     COMP
 EE2325  Y           -  -5,225,314.982 (meters)                     COMP
 EE2325  Z           -   3,625,115.526 (meters)                     COMP
 EE2325  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 EE2325  ELLIP HEIGHT-         423.45  (meters)          (07/29/02) GPS OBS
 EE2325  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE2325
 EE2325  HORZ ORDER  -  FIRST
 EE2325  ELLP ORDER  -  FOURTH    CLASS I
 EE2325
 EE2325.The horizontal coordinates were established by GPS observations
 EE2325.and adjusted by the National Geodetic Survey in December 1992..
 EE2325
 EE2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2325
 EE2325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2325
 EE2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2325
 EE2325.The ellipsoidal height was determined by GPS observations
 EE2325.and is referenced to NAD 83.
 EE2325
 EE2325.The geoid height was determined by GEOID03.
 EE2325
 EE2325;                    North         East     Units Scale Factor Converg.
 EE2325;SPC AL E     -   483,188.364   209,298.792   MT  0.99996107   +0 03 29.2
 EE2325;UTM  16      - 3,857,934.742   615,943.709   MT  0.99976568   +0 43 30.0
 EE2325
 EE2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2325!SPC AL E     -   0.99993354  x   0.99996107  =   0.99989461
 EE2325!UTM  16      -   0.99993354  x   0.99976568  =   0.99969923
 EE2325
 EE2325:                Primary Azimuth Mark                     Grid Az
 EE2325:SPC AL E     -  36 13                                    267 06 58.0
 EE2325:UTM  16      -  36 13                                    266 26 57.2
 EE2325
 EE2325|---------------------------------------------------------------------|
 EE2325| PID    Reference Object                     Distance      Geod. Az  |
 EE2325|                                                           dddmmss.s |
 EE2325| EE2324 36 13                               446.751 METERS 2671027.2 |
 EE2325|---------------------------------------------------------------------|
 EE2325
 EE2325                          SUPERSEDED SURVEY CONTROL
 EE2325
 EE2325  ELLIP H (12/04/92)  423.56   (m)                       GP(       ) 4 1
 EE2325  NAD 83(1992)-  34 51 25.72580(N)    085 43 53.91520(W) AD(       ) 1
 EE2325  NGVD 29 (12/04/92)  452.4    (m)         1484.     (f) GPS OBS        
 EE2325
 EE2325.Superseded values are not recommended for survey control.
 EE2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2325.See file dsdata.txt to determine how the superseded data were derived.
 EE2325
 EE2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1594457935(NAD 83)
 EE2325_MARKER: DD = SURVEY DISK
 EE2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2325_SP_SET: CONCRETE POST
 EE2325_STAMPING: 36 - 14 1990
 EE2325_MARK LOGO: ALHD  
 EE2325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2325+STABILITY: SURFACE MOTION
 EE2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2325+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 EE2325
 EE2325  HISTORY     - Date     Condition        Report By
 EE2325  HISTORY     - 1990     MONUMENTED       ALHD
 EE2325  HISTORY     - 19910221 GOOD
 EE2325
 EE2325                          STATION DESCRIPTION
 EE2325
 EE2325'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2325'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 EE2325'JACKSON COUNTY ROAD NO. 14, ABOUT 9.74 KM (6.05 MI) EAST OF STEVENSON
 EE2325'AND ABOUT 10.14 KM (6.30 MI) NORTH - NORTHWEST OF FLAT ROCK.
 EE2325'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 117, MILE
 EE2325'POST 156.75 ON U. S. 72 AND MILE POST 37.05 ON ALA 117, IN STEVENSON,
 EE2325'DRIVE EASTERLY ON ALA 117 9.33 KM (5.80 MI) TO MILE POST 31.25 AND
 EE2325'JACKSON COUNTY ROAD NO. 14 ON THE LEFT, TURN LEFT ON JACKSON COUNTY
 EE2325'ROAD NO. 14 AND DRIVE NORTH AND THEN EAST 3.46 KM (2.15 MI) TO THE
 EE2325'STATION ON THE LEFT.
 EE2325'THE STATION IS 1.22 M (4.00 FT) SOUTH OF A FENCE JUNCTION, 7.92 M
 EE2325'(25.98 FT) NORTH OF THE CENTER OF JACKSON COUNTY ROAD NO. 14, 27.37 M
 EE2325'(89.80 FT) NORTHEAST OF MAIL BOX NO. 340 ON A CROSS TIE POST ACROSS
 EE2325'JACKSON COUNTY ROAD NO. 14, 30.05 M (98.59 FT) NORTHEAST OF THE EAST
 EE2325'END OF A 15 INCH CM PIPE UNDER A DRIVEWAY ACROSS JACKSON COUNTY ROAD
 EE2325'NO. 14, 0.71 M (2.33 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET
 EE2325'FLUSH WITH THE GROUND.
 EE2325'STATION 36 - 13 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2325
 EE2325                          STATION RECOVERY (1991)
 EE2325
 EE2325'RECOVERED 1991
 EE2325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2326 ***********************************************************************
 EE2326  DESIGNATION -  36 15
 EE2326  PID         -  EE2326
 EE2326  STATE/COUNTY-  AL/JACKSON
 EE2326  USGS QUAD   -  DORAN COVE (1988)
 EE2326
 EE2326                         *CURRENT SURVEY CONTROL
 EE2326  ___________________________________________________________________
 EE2326* NAD 83(1992)-  34 58 48.22508(N)    085 48 21.19358(W)     ADJUSTED  
 EE2326* NAVD 88     -       199.0    (meters)     653.     (feet)  VERTCON   
 EE2326  ___________________________________________________________________
 EE2326  X           -     382,634.002 (meters)                     COMP
 EE2326  Y           -  -5,217,823.657 (meters)                     COMP
 EE2326  Z           -   3,636,152.312 (meters)                     COMP
 EE2326  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 EE2326  ELLIP HEIGHT-         170.04  (meters)          (07/29/02) GPS OBS
 EE2326  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EE2326
 EE2326  HORZ ORDER  -  FIRST
 EE2326  ELLP ORDER  -  FOURTH    CLASS I
 EE2326
 EE2326.The horizontal coordinates were established by GPS observations
 EE2326.and adjusted by the National Geodetic Survey in December 1992..
 EE2326
 EE2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2326
 EE2326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2326
 EE2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2326
 EE2326.The ellipsoidal height was determined by GPS observations
 EE2326.and is referenced to NAD 83.
 EE2326
 EE2326.The geoid height was determined by GEOID03.
 EE2326
 EE2326;                    North         East     Units Scale Factor Converg.
 EE2326;SPC AL E     -   496,819.768   202,506.023   MT  0.99996008   +0 00 56.6
 EE2326;SPC TN       -    71,773.712   617,725.535   MT  1.00005860   +0 06 49.1
 EE2326;SPC TN       -   235,477.59  2,026,654.53   sFT  1.00005860   +0 06 49.1
 EE2326;UTM  16      - 3,871,483.267   608,993.928   MT  0.99974641   +0 41 04.7
 EE2326
 EE2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2326!SPC AL E     -   0.99997331  x   0.99996008  =   0.99993339
 EE2326!SPC TN       -   0.99997331  x   1.00005860  =   1.00003191
 EE2326!UTM  16      -   0.99997331  x   0.99974641  =   0.99971973
 EE2326
 EE2326:                Primary Azimuth Mark                     Grid Az
 EE2326:SPC AL E     -  36 16                                    336 21 00.3
 EE2326:SPC TN       -  36 16                                    336 15 07.8
 EE2326:UTM  16      -  36 16                                    335 40 52.2
 EE2326
 EE2326|---------------------------------------------------------------------|
 EE2326| PID    Reference Object                     Distance      Geod. Az  |
 EE2326|                                                           dddmmss.s |
 EE2326| EE2327 36 16                               408.794 METERS 3362156.9 |
 EE2326|---------------------------------------------------------------------|
 EE2326
 EE2326                          SUPERSEDED SURVEY CONTROL
 EE2326
 EE2326  ELLIP H (12/04/92)  170.15   (m)                       GP(       ) 4 1
 EE2326  NAD 83(1992)-  34 58 48.22904(N)    085 48 21.19256(W) AD(       ) 1
 EE2326  NGVD 29 (12/04/92)  199.0    (m)          653.     (f) GPS OBS        
 EE2326
 EE2326.Superseded values are not recommended for survey control.
 EE2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2326.See file dsdata.txt to determine how the superseded data were derived.
 EE2326
 EE2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0899471483(NAD 83)
 EE2326_MARKER: DD = SURVEY DISK
 EE2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2326_SP_SET: CONCRETE POST
 EE2326_STAMPING: 36 - 15 1990
 EE2326_MARK LOGO: ALHD  
 EE2326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2326+STABILITY: SURFACE MOTION
 EE2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2326+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1991
 EE2326
 EE2326  HISTORY     - Date     Condition        Report By
 EE2326  HISTORY     - 1990     MONUMENTED       ALHD
 EE2326  HISTORY     - 19910220 GOOD
 EE2326
 EE2326                          STATION DESCRIPTION
 EE2326
 EE2326'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2326'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 EE2326'JACKSON COUNTY ROAD NO. 75, ABOUT 8.37 KM (5.20 MI) NORTHWEST OF
 EE2326'BRIDGEPORT AND ABOUT 12.87 KM (8.00 MI) NORTH - NORTHEAST OF
 EE2326'STEVENSON .
 EE2326'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 117, MILE
 EE2326'POST 156.75 ON U. S. 72, IN STEVENSON, DRIVE NORTHEAST 2.33 KM
 EE2326'(1.45 MI) TO MILE POST 158.20 AND JACKSON COUNTY ROAD NO. 85 LEFT AND
 EE2326'RIGHT, TURN LEFT ON JACKSON COUNTY ROAD NO. 85 AND DRIVE WEST 0.32 KM
 EE2326'(0.20 MI) TO JACKSON COUNTY ROAD NO. 75 ON THE RIGHT, TURN RIGHT ON
 EE2326'JACKSON COUNTY ROAD NO. 75 AND DRIVE NORTHEASTERLY 8.69 KM (5.40 MI)
 EE2326'TO JACKSON COUNTY ROAD NO. 75 ON THE LEFT AND JACKSON COUNTY ROAD NO.
 EE2326'91 AHEAD, TURN LEFT ON JACKSON COUNTY ROAD NO. 75 AND DRIVE NORTHERLY
 EE2326'6.04 KM (3.75 MI) TO THE STATION ON THE RIGHT.
 EE2326'THE STATION IS 0.30 M (0.98 FT) WEST - SOUTHWEST OF A THREE STRAND
 EE2326'BARBED WIRE FENCE ON STEEL POSTS, 5.03 M (16.50 FT) EAST - NORTHEAST
 EE2326'OF THE CENTERLINE OF JACKSON COUNTY ROAD NO. 75, 15.06 M (49.41 FT)
 EE2326'NORTH - NORTHWEST OF A RUSSELL CAVE SIGN, ABOUT 86.87 M (285.01 FT)
 EE2326'SOUTH - SOUTHEAST OF THE ENTRANCE ROAD TO RUSSELL CAVE NATIONAL
 EE2326'MONUMENT, 0.37 M (1.21 FT) WEST OF A CARSONITE WITNESS POST, AND SET
 EE2326'FLUSH WITH THE GROUND.
 EE2326'STATION 36 - 16 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2326
 EE2326                          STATION RECOVERY (1991)
 EE2326
 EE2326'RECOVERED 1991
 EE2326'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2327 ***********************************************************************
 EE2327  DESIGNATION -  36 16
 EE2327  PID         -  EE2327
 EE2327  STATE/COUNTY-  AL/JACKSON
 EE2327  USGS QUAD   -  DORAN COVE (1988)
 EE2327
 EE2327                         *CURRENT SURVEY CONTROL
 EE2327  ___________________________________________________________________
 EE2327* NAD 83(1992)-  34 59 00.37771(N)    085 48 27.65513(W)     ADJUSTED  
 EE2327* NAVD 88     -       202.4    (meters)     664.     (feet)  VERTCON   
 EE2327  ___________________________________________________________________
 EE2327  X           -     382,455.050 (meters)                     COMP
 EE2327  Y           -  -5,217,624.238 (meters)                     COMP
 EE2327  Z           -   3,636,461.085 (meters)                     COMP
 EE2327  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 EE2327  ELLIP HEIGHT-         173.39  (meters)          (07/29/02) GPS OBS
 EE2327  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE2327
 EE2327  HORZ ORDER  -  FIRST
 EE2327  ELLP ORDER  -  FOURTH    CLASS I
 EE2327
 EE2327.The horizontal coordinates were established by GPS observations
 EE2327.and adjusted by the National Geodetic Survey in December 1992..
 EE2327
 EE2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2327
 EE2327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2327
 EE2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2327
 EE2327.The ellipsoidal height was determined by GPS observations
 EE2327.and is referenced to NAD 83.
 EE2327
 EE2327.The geoid height was determined by GEOID03.
 EE2327
 EE2327;                    North         East     Units Scale Factor Converg.
 EE2327;SPC AL E     -   497,194.214   202,342.043   MT  0.99996007   +0 00 52.9
 EE2327;SPC TN       -    72,147.914   617,560.899   MT  1.00005773   +0 06 45.3
 EE2327;SPC TN       -   236,705.28  2,026,114.38   sFT  1.00005773   +0 06 45.3
 EE2327;UTM  16      - 3,871,855.694   608,825.624   MT  0.99974596   +0 41 01.2
 EE2327
 EE2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2327!SPC AL E     -   0.99997278  x   0.99996007  =   0.99993286
 EE2327!SPC TN       -   0.99997278  x   1.00005773  =   1.00003051
 EE2327!UTM  16      -   0.99997278  x   0.99974596  =   0.99971875
 EE2327
 EE2327:                Primary Azimuth Mark                     Grid Az
 EE2327:SPC AL E     -  36 15                                    156 21 00.3
 EE2327:SPC TN       -  36 15                                    156 15 07.9
 EE2327:UTM  16      -  36 15                                    155 40 52.0
 EE2327
 EE2327|---------------------------------------------------------------------|
 EE2327| PID    Reference Object                     Distance      Geod. Az  |
 EE2327|                                                           dddmmss.s |
 EE2327| EE2326 36 15                               408.794 METERS 1562153.2 |
 EE2327|---------------------------------------------------------------------|
 EE2327
 EE2327                          SUPERSEDED SURVEY CONTROL
 EE2327
 EE2327  ELLIP H (12/04/92)  173.51   (m)                       GP(       ) 4 1
 EE2327  NAD 83(1992)-  34 59 00.38169(N)    085 48 27.65411(W) AD(       ) 1
 EE2327  NGVD 29 (12/04/92)  202.4    (m)          664.     (f) GPS OBS        
 EE2327
 EE2327.Superseded values are not recommended for survey control.
 EE2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2327.See file dsdata.txt to determine how the superseded data were derived.
 EE2327
 EE2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0882671856(NAD 83)
 EE2327_MARKER: DD = SURVEY DISK
 EE2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2327_SP_SET: CONCRETE POST
 EE2327_STAMPING: 36 - 16 1990
 EE2327_MARK LOGO: ALHD  
 EE2327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2327+STABILITY: SURFACE MOTION
 EE2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2327+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1991
 EE2327
 EE2327  HISTORY     - Date     Condition        Report By
 EE2327  HISTORY     - 1990     MONUMENTED       ALHD
 EE2327  HISTORY     - 19910220 GOOD
 EE2327
 EE2327                          STATION DESCRIPTION
 EE2327
 EE2327'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2327'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 EE2327'JACKSON COUNTY ROAD NO. 75, ABOUT 8.69 KM (5.40 MI) NORTHWEST OF
 EE2327'BRIDGEPORT AND ABOUT 13.12 KM (8.15 MI) NORTH - NORTHEAST OF
 EE2327'STEVENSON .
 EE2327'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 117, MILE
 EE2327'POST 156.75 ON U. S. 72, IN STEVENSON, DRIVE NORTHEAST 2.33 KM
 EE2327'(1.45 MI) TO MILE POST 158.20 AND JACKSON COUNTY ROAD NO. 85 LEFT AND
 EE2327'RIGHT, TURN LEFT ON JACKSON COUNTY ROAD NO. 85 AND DRIVE WEST 0.32 KM
 EE2327'(0.20 MI) TO JACKSON COUNTY ROAD NO. 75 ON THE RIGHT, TURN RIGHT ON
 EE2327'JACKSON COUNTY ROAD NO. 75 AND DRIVE NORTHEASTERLY 8.69 KM (5.40 MI)
 EE2327'TO JACKSON COUNTY ROAD NO. 75 ON THE LEFT AND JACKSON COUNTY ROAD NO.
 EE2327'91 AHEAD, TURN LEFT ON JACKSON COUNTY ROAD NO. 75 AND DRIVE NORTHERLY
 EE2327'6.44 KM (4.00 MI) TO THE STATION ON THE LEFT.
 EE2327'THE STATION IS 0.49 M (1.61 FT) EAST - NORTHEAST OF A FIVE STRAND
 EE2327'BARBED WIRE FENCE ON TREATED WOOD POSTS, 5.30 M (17.39 FT) WEST -
 EE2327'SOUTHWEST OF THE CETERLINE OF JACKSON COUNTY ROAD NO. 75, 22.46 M
 EE2327'(73.69 FT) NORTH - NORTHWEST OF A BRACED CROSS TIE POST IN THE FENCE
 EE2327'LINE, 0.52 M (1.71 FT) EAST OF A CARSONITE WITNESS POST, AND SET
 EE2327'FLUSH WITH THE GROUND.
 EE2327'STATION 36 - 15 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2327'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EE2327'MR. F. A. NEWTON
 EE2327'DORNS COVE ROAD
 EE2327'BRIDGEPORT, ALABAMA 35740
 EE2327'PHONE 205 - 495 - 2556.
 EE2327
 EE2327                          STATION RECOVERY (1991)
 EE2327
 EE2327'RECOVERED 1991
 EE2327'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2328 ***********************************************************************
 EE2328  DESIGNATION -  36 17
 EE2328  PID         -  EE2328
 EE2328  STATE/COUNTY-  AL/JACKSON
 EE2328  USGS QUAD   -  BRIDGEPORT (1983)
 EE2328
 EE2328                         *CURRENT SURVEY CONTROL
 EE2328  ___________________________________________________________________
 EE2328* NAD 83(1992)-  34 56 50.03118(N)    085 39 07.44988(W)     ADJUSTED  
 EE2328* NAVD 88     -       486.4    (meters)    1596.     (feet)  VERTCON   
 EE2328  ___________________________________________________________________
 EE2328  X           -     396,816.604 (meters)                     COMP
 EE2328  Y           -  -5,219,093.717 (meters)                     COMP
 EE2328  Z           -   3,633,331.821 (meters)                     COMP
 EE2328  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 EE2328  ELLIP HEIGHT-         457.29  (meters)          (07/29/02) GPS OBS
 EE2328  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE2328
 EE2328  HORZ ORDER  -  FIRST
 EE2328  ELLP ORDER  -  FOURTH    CLASS I
 EE2328
 EE2328.The horizontal coordinates were established by GPS observations
 EE2328.and adjusted by the National Geodetic Survey in September 1997..
 EE2328
 EE2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2328
 EE2328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2328
 EE2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2328
 EE2328.The ellipsoidal height was determined by GPS observations
 EE2328.and is referenced to NAD 83.
 EE2328
 EE2328.The geoid height was determined by GEOID03.
 EE2328
 EE2328;                    North         East     Units Scale Factor Converg.
 EE2328;SPC AL E     -   493,192.233   216,557.215   MT  0.99996338   +0 06 13.8
 EE2328;SPC GA W     -   549,578.010   564,321.606   MT  1.00012681   -0 51 03.6
 EE2328;SPC GA W     - 1,803,073.85  1,851,445.14   sFT  1.00012681   -0 51 03.6
 EE2328;SPC TN       -    68,170.064   631,784.393   MT  1.00006722   +0 12 13.3
 EE2328;SPC TN       -   223,654.62  2,072,779.30   sFT  1.00006722   +0 12 13.3
 EE2328;UTM  16      - 3,868,020.631   623,083.745   MT  0.99978671   +0 46 20.0
 EE2328
 EE2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2328!SPC AL E     -   0.99992823  x   0.99996338  =   0.99989161
 EE2328!SPC GA W     -   0.99992823  x   1.00012681  =   1.00005503
 EE2328!SPC TN       -   0.99992823  x   1.00006722  =   0.99999544
 EE2328!UTM  16      -   0.99992823  x   0.99978671  =   0.99971495
 EE2328
 EE2328:                Primary Azimuth Mark                     Grid Az
 EE2328:SPC AL E     -  36 18                                    092 47 26.3
 EE2328:SPC GA W     -  36 18                                    093 44 43.7
 EE2328:SPC TN       -  36 18                                    092 41 26.8
 EE2328:UTM  16      -  36 18                                    092 07 20.1
 EE2328
 EE2328|---------------------------------------------------------------------|
 EE2328| PID    Reference Object                     Distance      Geod. Az  |
 EE2328|                                                           dddmmss.s |
 EE2328| EE2329 36 18                               APPROX. 0.5 KM 0925340.1 |
 EE2328|---------------------------------------------------------------------|
 EE2328
 EE2328                          SUPERSEDED SURVEY CONTROL
 EE2328
 EE2328  NAD 83(1992)-  34 56 50.03130(N)    085 39 07.45012(W) AD(       ) 1
 EE2328  ELLIP H (12/04/92)  457.40   (m)                       GP(       ) 4 1
 EE2328  NAD 83(1992)-  34 56 50.03277(N)    085 39 07.44774(W) AD(       ) 1
 EE2328  NGVD 29 (12/04/92)  486.3    (m)         1595.     (f) GPS OBS        
 EE2328
 EE2328.Superseded values are not recommended for survey control.
 EE2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2328.See file dsdata.txt to determine how the superseded data were derived.
 EE2328
 EE2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2308468021(NAD 83)
 EE2328_MARKER: DD = SURVEY DISK
 EE2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2328_SP_SET: CONCRETE POST
 EE2328_STAMPING: 36 - 17 1990
 EE2328_MARK LOGO: ALHD  
 EE2328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2328+STABILITY: SURFACE MOTION
 EE2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2328+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 EE2328
 EE2328  HISTORY     - Date     Condition        Report By
 EE2328  HISTORY     - 1990     MONUMENTED       ALHD
 EE2328  HISTORY     - 19910221 GOOD
 EE2328
 EE2328                          STATION DESCRIPTION
 EE2328
 EE2328'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2328'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 EE2328'JACKSON COUNTY ROAD NO. 90, ABOUT 6.68 KM (4.15 MI) EAST OF
 EE2328'BRIDGEPORT AND ABOUT 18.99 KM (11.80 MI) EAST - NORTHEAST OF
 EE2328'STEVENSON.
 EE2328'TO REACH THE STATION FROM THE JUNCTION OF ALA 71 AND ALA 117, MILE
 EE2328'POST 25.25 ON ALA 117, IN FLAT ROCK, DRIVE NORTHEAST ON ALA 71 13.92
 EE2328'KM (8.65 MI) TO MILE POST 30.05 , ALA 73 AHEAD AND ALA 71 ON THE
 EE2328'RIGHT, CONTINUE AHEAD ON ALA 73 AND DRIVE NORTHERLY 11.75 KM
 EE2328'(7.30 MI) TO MILE POST 7.30 AND JACKSON COUNTY ROAD NO. 90 LEFT AND
 EE2328'RIGHT, TURN LEFT ON JACKSON COUNTY ROAD NO. 90 AND DRIVE WEST 1.61 KM
 EE2328'(1.00 MI) TO THE STATION ON THE RIGHT.
 EE2328'THE STATION IS 1.10 M (3.61 FT) SOUTH OF A FOUR FOOT CHAIN LINK FENCE,
 EE2328'6.49 M (21.29 FT) EAST OF THE SOUTHWEST CORNER OF THE FOUR FOOT CHAIN
 EE2328'LINK FENCE, 11.06 M (36.29 FT) NORTHEAST OF A BLACK MAIL BOX ON A
 EE2328'WHITE STEEL LATTICE POST, 13.32 M (43.70 FT) NORTH OF THE CENTER OF
 EE2328'JACKSON COUNTY ROAD NO. 90, 1.04 M (3.41 FT) SOUTH - SOUTHWEST OF A
 EE2328'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2328'STATION 36 - 18 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2328'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EE2328'MR. F. E. SCHRUDDER
 EE2328'ROUTE 2, BOX 183
 EE2328'BRYANT, ALABAMA 35958
 EE2328'PHONE 205 - 597 - 2315.
 EE2328
 EE2328                          STATION RECOVERY (1991)
 EE2328
 EE2328'RECOVERED 1991
 EE2328'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2329 ***********************************************************************
 EE2329  DESIGNATION -  36 18
 EE2329  PID         -  EE2329
 EE2329  STATE/COUNTY-  AL/JACKSON
 EE2329  USGS QUAD   -  BRIDGEPORT (1983)
 EE2329
 EE2329                         *CURRENT SURVEY CONTROL
 EE2329  ___________________________________________________________________
 EE2329* NAD 83(1992)-  34 56 49.21036(N)    085 38 47.74430(W)     ADJUSTED  
 EE2329* NAVD 88     -       507.0    (meters)    1663.     (feet)  VERTCON   
 EE2329  ___________________________________________________________________
 EE2329  X           -     397,317.597 (meters)                     COMP
 EE2329  Y           -  -5,219,087.134 (meters)                     COMP
 EE2329  Z           -   3,633,322.931 (meters)                     COMP
 EE2329  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 EE2329  ELLIP HEIGHT-         477.97  (meters)          (07/29/02) GPS OBS
 EE2329  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE2329
 EE2329  HORZ ORDER  -  FIRST
 EE2329  ELLP ORDER  -  FOURTH    CLASS I
 EE2329
 EE2329.The horizontal coordinates were established by GPS observations
 EE2329.and adjusted by the National Geodetic Survey in September 1997..
 EE2329
 EE2329.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2329
 EE2329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2329
 EE2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2329
 EE2329.The ellipsoidal height was determined by GPS observations
 EE2329.and is referenced to NAD 83.
 EE2329
 EE2329.The geoid height was determined by GEOID03.
 EE2329
 EE2329;                    North         East     Units Scale Factor Converg.
 EE2329;SPC AL E     -   493,167.859   217,057.254   MT  0.99996358   +0 06 25.1
 EE2329;SPC GA W     -   549,545.301   564,821.251   MT  1.00012515   -0 50 52.3
 EE2329;SPC GA W     - 1,802,966.54  1,853,084.39   sFT  1.00012515   -0 50 52.3
 EE2329;SPC TN       -    68,146.559   632,284.526   MT  1.00006728   +0 12 24.8
 EE2329;SPC TN       -   223,577.50  2,074,420.15   sFT  1.00006728   +0 12 24.8
 EE2329;UTM  16      - 3,868,002.095   623,583.947   MT  0.99978824   +0 46 31.3
 EE2329
 EE2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2329!SPC AL E     -   0.99992498  x   0.99996358  =   0.99988856
 EE2329!SPC GA W     -   0.99992498  x   1.00012515  =   1.00005012
 EE2329!SPC TN       -   0.99992498  x   1.00006728  =   0.99999225
 EE2329!UTM  16      -   0.99992498  x   0.99978824  =   0.99971324
 EE2329
 EE2329:                Primary Azimuth Mark                     Grid Az
 EE2329:SPC AL E     -  36 17                                    272 47 26.3
 EE2329:SPC GA W     -  36 17                                    273 44 43.7
 EE2329:SPC TN       -  36 17                                    272 41 26.6
 EE2329:UTM  16      -  36 17                                    272 07 20.1
 EE2329
 EE2329|---------------------------------------------------------------------|
 EE2329| PID    Reference Object                     Distance      Geod. Az  |
 EE2329|                                                           dddmmss.s |
 EE2329| EE2328 36 17                               APPROX. 0.5 KM 2725351.4 |
 EE2329|---------------------------------------------------------------------|
 EE2329
 EE2329                          SUPERSEDED SURVEY CONTROL
 EE2329
 EE2329  NAD 83(1992)-  34 56 49.21048(N)    085 38 47.74453(W) AD(       ) 1
 EE2329  ELLIP H (12/04/92)  478.07   (m)                       GP(       ) 4 1
 EE2329  NAD 83(1992)-  34 56 49.21198(N)    085 38 47.74216(W) AD(       ) 1
 EE2329  NGVD 29 (12/04/92)  507.0    (m)         1663.     (f) GPS OBS        
 EE2329
 EE2329.Superseded values are not recommended for survey control.
 EE2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2329.See file dsdata.txt to determine how the superseded data were derived.
 EE2329
 EE2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2358468002(NAD 83)
 EE2329_MARKER: DD = SURVEY DISK
 EE2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2329_SP_SET: CONCRETE POST
 EE2329_STAMPING: 36 - 18 1990
 EE2329_MARK LOGO: ALHD  
 EE2329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2329+STABILITY: SURFACE MOTION
 EE2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2329+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 EE2329
 EE2329  HISTORY     - Date     Condition        Report By
 EE2329  HISTORY     - 1990     MONUMENTED       ALHD
 EE2329  HISTORY     - 19910221 GOOD
 EE2329
 EE2329                          STATION DESCRIPTION
 EE2329
 EE2329'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2329'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 EE2329'JACKSON COUNTY ROAD NO. 90, ABOUT 7.16 KM (4.45 MI) EAST OF
 EE2329'BRIDGEPORT AND ABOUT 19.47 KM (12.10 MI) EAST - NORTHEAST OF
 EE2329'STEVENSON.
 EE2329'TO REACH THE STATION FROM THE JUNCTION OF ALA 71 AND ALA 117, MILE
 EE2329'POST 25.25 ON ALA 117, IN FLAT ROCK, DRIVE NORTHEAST ON ALA 71 13.92
 EE2329'KM (8.65 MI) TO MILE POST 30.05 , ALA 73 AHEAD AND ALA 71 ON THE
 EE2329'RIGHT, CONTINUE AHEAD ON ALA 73 AND DRIVE NORTHERLY 11.75 KM
 EE2329'(7.30 MI) TO MILE POST 7.30 AND JACKSON COUNTY ROAD NO. 90 LEFT AND
 EE2329'RIGHT, TURN LEFT ON JACKSON COUNTY ROAD NO. 90 AND DRIVE WEST 1.13 KM
 EE2329'(0.70 MI) TO THE STATION ON THE RIGHT.
 EE2329'THE STATION IS 1.22 M (4.00 FT) SOUTH OF A FOUR FOOT CHAIN LINK FENCE,
 EE2329'11.43 M (37.50 FT) NORTH OF THE CENTER OF JACKSON COUNTY ROAD NO. 90,
 EE2329'33.16 M (108.79 FT) NORTHEAST OF A POWER POLE WITH CIRCUIT BREAKERS
 EE2329'ACROSS JACKSON COUNTY ROAD NO. 90, 1.18 M (3.87 FT) SOUTHWEST OF A
 EE2329'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2329'STATION 36 - 17 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2329
 EE2329                          STATION RECOVERY (1991)
 EE2329
 EE2329'RECOVERED 1991
 EE2329'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2330 ***********************************************************************
 EE2330  DESIGNATION -  36 19
 EE2330  PID         -  EE2330
 EE2330  STATE/COUNTY-  AL/JACKSON
 EE2330  USGS QUAD   -  HENAGAR (1983)
 EE2330
 EE2330                         *CURRENT SURVEY CONTROL
 EE2330  ___________________________________________________________________
 EE2330* NAD 83(1992)-  34 41 22.99298(N)    085 50 29.19769(W)     ADJUSTED  
 EE2330* NAVD 88     -       425.6    (meters)    1396.     (feet)  VERTCON   
 EE2330  ___________________________________________________________________
 EE2330  X           -     380,743.613 (meters)                     COMP
 EE2330  Y           -  -5,236,596.792 (meters)                     COMP
 EE2330  Z           -   3,609,842.777 (meters)                     COMP
 EE2330  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 EE2330  ELLIP HEIGHT-         396.78  (meters)          (07/29/02) GPS OBS
 EE2330  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 EE2330
 EE2330  HORZ ORDER  -  FIRST
 EE2330  ELLP ORDER  -  FOURTH    CLASS I
 EE2330
 EE2330.The horizontal coordinates were established by GPS observations
 EE2330.and adjusted by the National Geodetic Survey in December 1992..
 EE2330
 EE2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2330
 EE2330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2330
 EE2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2330
 EE2330.The ellipsoidal height was determined by GPS observations
 EE2330.and is referenced to NAD 83.
 EE2330
 EE2330.The geoid height was determined by GEOID03.
 EE2330
 EE2330;                    North         East     Units Scale Factor Converg.
 EE2330;SPC AL E     -   464,610.882   199,256.856   MT  0.99996001   -0 00 16.6
 EE2330;UTM  16      - 3,839,245.778   606,120.259   MT  0.99973880   +0 39 34.0
 EE2330
 EE2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2330!SPC AL E     -   0.99993772  x   0.99996001  =   0.99989773
 EE2330!UTM  16      -   0.99993772  x   0.99973880  =   0.99967654
 EE2330
 EE2330:                Primary Azimuth Mark                     Grid Az
 EE2330:SPC AL E     -  36 20                                    086 38 43.6
 EE2330:UTM  16      -  36 20                                    085 58 53.0
 EE2330
 EE2330|---------------------------------------------------------------------|
 EE2330| PID    Reference Object                     Distance      Geod. Az  |
 EE2330|                                                           dddmmss.s |
 EE2330| EE2332 36 20                               433.358 METERS 0863827.0 |
 EE2330|---------------------------------------------------------------------|
 EE2330
 EE2330                          SUPERSEDED SURVEY CONTROL
 EE2330
 EE2330  ELLIP H (12/04/92)  396.89   (m)                       GP(       ) 4 1
 EE2330  NAD 83(1992)-  34 41 22.99740(N)    085 50 29.19850(W) AD(       ) 1
 EE2330  NGVD 29 (12/04/92)  425.6    (m)         1396.     (f) GPS OBS        
 EE2330
 EE2330.Superseded values are not recommended for survey control.
 EE2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2330.See file dsdata.txt to determine how the superseded data were derived.
 EE2330
 EE2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0612039246(NAD 83)
 EE2330_MARKER: DD = SURVEY DISK
 EE2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2330_SP_SET: CONCRETE POST
 EE2330_STAMPING: 36 - 19 1990
 EE2330_MARK LOGO: ALHD  
 EE2330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2330+STABILITY: SURFACE MOTION
 EE2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2330+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1991
 EE2330
 EE2330  HISTORY     - Date     Condition        Report By
 EE2330  HISTORY     - 1990     MONUMENTED       ALHD
 EE2330  HISTORY     - 19910226 GOOD
 EE2330
 EE2330                          STATION DESCRIPTION
 EE2330
 EE2330'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2330'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 EE2330'JACKSON COUNTY ROAD NO. 60 IN PISGAH.
 EE2330'TO REACH THE STATION FROM THE JUNCTION OF ALA 35 AND ALA 71 IN
 EE2330'SECTION, DRIVE NORTHEAST ON ALA 71 23.42 KM (14.55 MI) TO MILE POST
 EE2330'14.55 AND JACKSON COUNTY ROAD NO. 60 ON THE LEFT, TURN LEFT ON
 EE2330'JACKSON COUNTY ROAD NO. 60 AND DRIVE EAST 6.28 KM (3.90 MI) TO THE
 EE2330'STATION ON THE LEFT.
 EE2330'THE STATION IS 6.52 M (21.39 FT) WEST - SOUTHWEST OF THE WEST END OF A
 EE2330'15 INCH CM PIPE UNDER A FIELD ROAD, 8.84 M (29.00 FT) SOUTH OF THE
 EE2330'CENTERLINE OF JACKSON COUNTY ROAD NO. 60, 9.14 M (29.99 FT) WEST OF
 EE2330'THE CENTER OF A FIELD ROAD, 22.46 M (73.69 FT) SOUTHEAST OF A
 EE2330'TRANSFORMER POWER POLE ACROSS JACKSON COUNTY ROAD NO. 60, 1.02 M
 EE2330'(3.35 FT) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 EE2330'THE GROUND.
 EE2330'STATION 36 - 20 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2330'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EE2330'MR. GRADY ROBERTS
 EE2330'ROUTE 1, BOX 45
 EE2330'PISGAH, ALABAMA 35765
 EE2330'PHONE 205 - 451 - 3662.
 EE2330
 EE2330                          STATION RECOVERY (1991)
 EE2330
 EE2330'RECOVERED 1991
 EE2330'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2331 ***********************************************************************
 EE2331  DESIGNATION -  36 2
 EE2331  PID         -  EE2331
 EE2331  STATE/COUNTY-  AL/JACKSON
 EE2331  USGS QUAD   -  HOLLYWOOD (1980)
 EE2331
 EE2331                         *CURRENT SURVEY CONTROL
 EE2331  ___________________________________________________________________
 EE2331* NAD 83(1992)-  34 38 13.42478(N)    085 58 21.10473(W)     ADJUSTED  
 EE2331* NAVD 88     -       186.2    (meters)     611.     (feet)  VERTCON   
 EE2331  ___________________________________________________________________
 EE2331  X           -     368,981.501 (meters)                     COMP
 EE2331  Y           -  -5,240,572.061 (meters)                     COMP
 EE2331  Z           -   3,604,901.641 (meters)                     COMP
 EE2331  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 EE2331  ELLIP HEIGHT-         157.32  (meters)          (07/29/02) GPS OBS
 EE2331  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE2331
 EE2331  HORZ ORDER  -  FIRST
 EE2331  ELLP ORDER  -  FOURTH    CLASS I
 EE2331
 EE2331.The horizontal coordinates were established by GPS observations
 EE2331.and adjusted by the National Geodetic Survey in December 1992..
 EE2331
 EE2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2331
 EE2331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2331
 EE2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2331
 EE2331.The ellipsoidal height was determined by GPS observations
 EE2331.and is referenced to NAD 83.
 EE2331
 EE2331.The geoid height was determined by GEOID03.
 EE2331
 EE2331;                    North         East     Units Scale Factor Converg.
 EE2331;SPC AL E     -   458,778.331   187,237.729   MT  0.99996201   -0 04 44.8
 EE2331;UTM  16      - 3,833,275.831   594,172.321   MT  0.99970931   +0 35 02.5
 EE2331
 EE2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2331!SPC AL E     -   0.99997531  x   0.99996201  =   0.99993732
 EE2331!UTM  16      -   0.99997531  x   0.99970931  =   0.99968462
 EE2331
 EE2331                          SUPERSEDED SURVEY CONTROL
 EE2331
 EE2331  ELLIP H (12/04/92)  157.44   (m)                       GP(       ) 4 1
 EE2331  NAD 83(1992)-  34 38 13.43252(N)    085 58 21.10397(W) AD(       ) 1
 EE2331  NGVD 29 (12/04/92)  186.2    (m)          611.     (f) GPS OBS        
 EE2331
 EE2331.Superseded values are not recommended for survey control.
 EE2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2331.See file dsdata.txt to determine how the superseded data were derived.
 EE2331
 EE2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9417233276(NAD 83)
 EE2331_MARKER: DD = SURVEY DISK
 EE2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2331_SP_SET: CONCRETE POST
 EE2331_STAMPING: 36 - 2 1990
 EE2331_MARK LOGO: ALHD  
 EE2331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2331+STABILITY: SURFACE MOTION
 EE2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2331+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EE2331
 EE2331  HISTORY     - Date     Condition        Report By
 EE2331  HISTORY     - 1990     MONUMENTED       ALHD
 EE2331
 EE2331                          STATION DESCRIPTION
 EE2331
 EE2331'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2331'THE STATION IS LOCATED IN JACKSON COUNTY IN THE MEDIAN OF ALA 35,
 EE2331'ABOUT 7.00 KM (4.35 MI) SOUTHEAST OF SCOTTSBORO AND ABOUT 5.79 KM
 EE2331'(3.60 MI) NORTHWEST OF DUTTON.
 EE2331'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 35, MILE
 EE2331'POST 50.35 ON ALA 35, IN SCOTTSBORO, DRIVE EAST ON ALA 35 SOUTH 4.91
 EE2331'KM (3.05 MI) TO MILE POST 47.30 AND THE STATION ON THE LEFT.
 EE2331'THE STATION IS LOCATED ON AN ISLAND IN THE TENNESSEE RIVER ON THE
 EE2331'RIGHT OF WAY OF ALA 35, 4.69 M (15.39 FT) NORTHEAST OF THE NORTH
 EE2331'STEEL GUARD RAIL OF THE SOUTH BOUND LANES OF ALA 35, 11.28 M
 EE2331'(37.01 FT) NORTHEAST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 EE2331'ALA 35, 44.50 M (146.00 FT) WEST - NORTHWEST OF THE SOUTHWEST CORNER
 EE2331'OF A STEEL HIGH VOLTAGE POWER LINE TOWER, 1.16 M (3.81 FT) SOUTHWEST
 EE2331'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EE2331'STATION 36 - 1 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2332 ***********************************************************************
 EE2332  DESIGNATION -  36 20
 EE2332  PID         -  EE2332
 EE2332  STATE/COUNTY-  AL/JACKSON
 EE2332  USGS QUAD   -  HENAGAR (1983)
 EE2332
 EE2332                         *CURRENT SURVEY CONTROL
 EE2332  ___________________________________________________________________
 EE2332* NAD 83(1992)-  34 41 23.81668(N)    085 50 12.20120(W)     ADJUSTED  
 EE2332* NAVD 88     -       420.5    (meters)    1380.     (feet)  VERTCON   
 EE2332  ___________________________________________________________________
 EE2332  X           -     381,173.764 (meters)                     COMP
 EE2332  Y           -  -5,236,546.842 (meters)                     COMP
 EE2332  Z           -   3,609,860.769 (meters)                     COMP
 EE2332  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 EE2332  ELLIP HEIGHT-         391.72  (meters)          (07/29/02) GPS OBS
 EE2332  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 EE2332
 EE2332  HORZ ORDER  -  FIRST
 EE2332  ELLP ORDER  -  FOURTH    CLASS I
 EE2332
 EE2332.The horizontal coordinates were established by GPS observations
 EE2332.and adjusted by the National Geodetic Survey in December 1992..
 EE2332
 EE2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2332
 EE2332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2332
 EE2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2332
 EE2332.The ellipsoidal height was determined by GPS observations
 EE2332.and is referenced to NAD 83.
 EE2332
 EE2332.The geoid height was determined by GEOID03.
 EE2332
 EE2332;                    North         East     Units Scale Factor Converg.
 EE2332;SPC AL E     -   464,636.239   199,689.454   MT  0.99996000   -0 00 06.9
 EE2332;UTM  16      - 3,839,276.140   606,552.439   MT  0.99973993   +0 39 43.6
 EE2332
 EE2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2332!SPC AL E     -   0.99993851  x   0.99996000  =   0.99989852
 EE2332!UTM  16      -   0.99993851  x   0.99973993  =   0.99967846
 EE2332
 EE2332:                Primary Azimuth Mark                     Grid Az
 EE2332:SPC AL E     -  36 19                                    266 38 43.5
 EE2332:UTM  16      -  36 19                                    265 58 53.0
 EE2332
 EE2332|---------------------------------------------------------------------|
 EE2332| PID    Reference Object                     Distance      Geod. Az  |
 EE2332|                                                           dddmmss.s |
 EE2332| EE2330 36 19                               433.358 METERS 2663836.6 |
 EE2332|---------------------------------------------------------------------|
 EE2332
 EE2332                          SUPERSEDED SURVEY CONTROL
 EE2332
 EE2332  ELLIP H (12/04/92)  391.83   (m)                       GP(       ) 4 1
 EE2332  NAD 83(1992)-  34 41 23.82108(N)    085 50 12.20201(W) AD(       ) 1
 EE2332  NGVD 29 (12/04/92)  420.5    (m)         1380.     (f) GPS OBS        
 EE2332
 EE2332.Superseded values are not recommended for survey control.
 EE2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2332.See file dsdata.txt to determine how the superseded data were derived.
 EE2332
 EE2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0655239276(NAD 83)
 EE2332_MARKER: DD = SURVEY DISK
 EE2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2332_SP_SET: CONCRETE POST
 EE2332_STAMPING: 36 - 20 1990
 EE2332_MARK LOGO: ALHD  
 EE2332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2332+STABILITY: SURFACE MOTION
 EE2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2332+SATELLITE: SATELLITE OBSERVATIONS - February 21, 1991
 EE2332
 EE2332  HISTORY     - Date     Condition        Report By
 EE2332  HISTORY     - 1990     MONUMENTED       ALHD
 EE2332  HISTORY     - 19910221 GOOD
 EE2332
 EE2332                          STATION DESCRIPTION
 EE2332
 EE2332'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2332'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 EE2332'JACKSON COUNTY ROAD NO. 60 IN PISGAH.
 EE2332'TO REACH THE STATION FROM THE JUNCTION OF ALA 35 AND ALA 71 IN
 EE2332'SECTION, DRIVE NORTHEAST ON ALA 71 23.42 KM (14.55 MI) TO MILE POST
 EE2332'14.55 AND JACKSON COUNTY ROAD NO. 60 ON THE LEFT, TURN LEFT ON
 EE2332'JACKSON COUNTY ROAD NO. 60 AND DRIVE EAST 5.87 KM (3.65 MI) TO THE
 EE2332'STATION ON THE RIGHT.
 EE2332'THE STATION IS 0.82 M (2.69 FT) SOUTH OF A FIVE STRAND BARBED WIRE
 EE2332'FENCE ON OLD WOOD POSTS, 1.28 M (4.20 FT) SOUTHWEST OF THE SOUTHEAST
 EE2332'CORNER OF A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 2.77 M
 EE2332'(9.09 FT) NORTHWEST OF THE WEST END OF A 15 INCH CM PIPE UNDER A
 EE2332'FIELD ROAD, 4.88 M (16.01 FT) WEST OF THE CENTER OF A FIELD ROAD,
 EE2332'8.50 M (27.89 FT) NORTH OF THE CENTERLINE OF JACKSON COUNTY ROAD NO.
 EE2332'60, 0.80 M (2.62 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 EE2332'WITH THE GROUND.
 EE2332'STATION 36 - 19 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2332
 EE2332                          STATION RECOVERY (1991)
 EE2332
 EE2332'RECOVERED 1991
 EE2332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2997 ***********************************************************************
 AA2997  DESIGNATION -  36 21
 AA2997  PID         -  AA2997
 AA2997  STATE/COUNTY-  AL/JACKSON
 AA2997  USGS QUAD   -  TRENTON (1982)
 AA2997
 AA2997                         *CURRENT SURVEY CONTROL
 AA2997  ___________________________________________________________________
 AA2997* NAD 83(1992)-  34 52 27.57644(N)    085 36 24.91787(W)     ADJUSTED  
 AA2997* NAVD 88     -       454.5    (meters)    1491.     (feet)  VERTCON   
 AA2997  ___________________________________________________________________
 AA2997  X           -     401,281.588 (meters)                     COMP
 AA2997  Y           -  -5,223,368.851 (meters)                     COMP
 AA2997  Z           -   3,626,680.729 (meters)                     COMP
 AA2997  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AA2997  ELLIP HEIGHT-         425.50  (meters)          (07/29/02) GPS OBS
 AA2997  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AA2997
 AA2997  HORZ ORDER  -  FIRST
 AA2997  ELLP ORDER  -  FOURTH    CLASS I
 AA2997
 AA2997.The horizontal coordinates were established by GPS observations
 AA2997.and adjusted by the National Geodetic Survey in March 1995..
 AA2997
 AA2997.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2997
 AA2997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2997
 AA2997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2997
 AA2997.The ellipsoidal height was determined by GPS observations
 AA2997.and is referenced to NAD 83.
 AA2997
 AA2997.The geoid height was determined by GEOID03.
 AA2997
 AA2997;                    North         East     Units Scale Factor Converg.
 AA2997;SPC AL E     -   485,113.035   220,699.452   MT  0.99996528   +0 07 46.0
 AA2997;UTM  16      - 3,859,991.633   627,319.137   MT  0.99979979   +0 47 47.9
 AA2997
 AA2997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2997!SPC AL E     -   0.99993321  x   0.99996528  =   0.99989850
 AA2997!UTM  16      -   0.99993321  x   0.99979979  =   0.99973302
 AA2997
 AA2997:                Primary Azimuth Mark                     Grid Az
 AA2997:SPC AL E     -  36 22                                    005 33 31.8
 AA2997:UTM  16      -  36 22                                    004 53 29.9
 AA2997
 AA2997|---------------------------------------------------------------------|
 AA2997| PID    Reference Object                     Distance      Geod. Az  |
 AA2997|                                                           dddmmss.s |
 AA2997| AA2998 36 22                               413.895 METERS 0054117.8 |
 AA2997|---------------------------------------------------------------------|
 AA2997
 AA2997                          SUPERSEDED SURVEY CONTROL
 AA2997
 AA2997  ELLIP H (03/30/95)  425.61   (m)                       GP(       ) 4 2
 AA2997  NGVD 29 (03/30/95)  454.4    (m)         1491.     (f) GPS OBS        
 AA2997
 AA2997.Superseded values are not recommended for survey control.
 AA2997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2997.See file dsdata.txt to determine how the superseded data were derived.
 AA2997
 AA2997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2731959992(NAD 83)
 AA2997_MARKER: DD = SURVEY DISK
 AA2997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2997_SP_SET: CONCRETE POST
 AA2997_STAMPING: 36-21 1993
 AA2997_MARK LOGO: ALHD  
 AA2997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2997+STABILITY: SURFACE MOTION
 AA2997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2997+SATELLITE: SATELLITE OBSERVATIONS - June 21, 2006
 AA2997
 AA2997  HISTORY     - Date     Condition        Report By
 AA2997  HISTORY     - 1993     MONUMENTED       ALHD
 AA2997  HISTORY     - 20060621 GOOD             GADT
 AA2997
 AA2997                          STATION DESCRIPTION
 AA2997
 AA2997'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2997'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2997'ALA 73, ABOUT 8.25 MI (13.28 KM) SOUTHEAST OF BRIDGEPORT AND ABOUT
 AA2997'13.10 MI (21.08 KM) EAST OF STEVENSON. TO REACH THE STATION FROM THE
 AA2997'JUNCTION OF ALA 71 AND ALA 117 (MILE POST 21.35 ON ALA 71 AND MILE
 AA2997'POST 25.25 ON ALA 117) AT A FOUR WAY STOP IN FLAT ROCK, DRIVE
 AA2997'NORTHEAST ON ALA 71 FOR 8.70 MI (14.00 KM) TO MILE POST 30.05 AND A
 AA2997'Y-INTERSECTION WITH ALA 73 ON THE LEFT AND ALA 71 ON THE RIGHT, BEAR
 AA2997'LEFT ON ALA 73 AND DRIVE NORTH FOR 1.25 MI (2.01 KM) TO MILE POST 1.25
 AA2997'AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) EAST OF A
 AA2997'HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON OLD TREATED WOOD
 AA2997'POSTS, 4.9 FT (1.5 M) NORTHEAST OF THE SOUTHEAST CORNER OF THE FENCE,
 AA2997'7.0 FT (2.1 M) NORTHWEST OF THE CENTER OF A CONCRETE WATER METER BOX,
 AA2997'18.0 FT (5.5 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 32.3 FT (9.8
 AA2997'M) NORTH OF THE CROSS TIE EAST END POST OF A HOG WIRE FENCE ACROSS THE
 AA2997'GRAVEL DRIVEWAY, 36.7 FT (11.2 M) WEST OF THE CENTERLINE OF ALA 73,
 AA2997'92.4 FT (28.2 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 1 39, 92.5 FT
 AA2997'(28.2 M) SOUTH OF A TELEPHONE SERVICE POLE, 3.1 FT (0.9 M) EAST OF A
 AA2997'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-22
 AA2997'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2997
 AA2997                          STATION RECOVERY (2006)
 AA2997
 AA2997'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2006
 AA2997'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2998 ***********************************************************************
 AA2998  DESIGNATION -  36 22
 AA2998  PID         -  AA2998
 AA2998  STATE/COUNTY-  AL/JACKSON
 AA2998  USGS QUAD   -  NEW HOME (1982)
 AA2998
 AA2998                         *CURRENT SURVEY CONTROL
 AA2998  ___________________________________________________________________
 AA2998* NAD 83(1992)-  34 52 40.94138(N)    085 36 23.30247(W)     ADJUSTED  
 AA2998* NAVD 88     -       458.2    (meters)    1503.     (feet)  VERTCON   
 AA2998  ___________________________________________________________________
 AA2998  X           -     401,304.692 (meters)                     COMP
 AA2998  Y           -  -5,223,133.975 (meters)                     COMP
 AA2998  Z           -   3,627,020.796 (meters)                     COMP
 AA2998  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AA2998  ELLIP HEIGHT-         429.28  (meters)          (07/29/02) GPS OBS
 AA2998  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA2998
 AA2998  HORZ ORDER  -  FIRST
 AA2998  ELLP ORDER  -  FOURTH    CLASS I
 AA2998
 AA2998.The horizontal coordinates were established by GPS observations
 AA2998.and adjusted by the National Geodetic Survey in March 1995..
 AA2998
 AA2998.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2998
 AA2998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2998
 AA2998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2998
 AA2998.The ellipsoidal height was determined by GPS observations
 AA2998.and is referenced to NAD 83.
 AA2998
 AA2998.The geoid height was determined by GEOID03.
 AA2998
 AA2998;                    North         East     Units Scale Factor Converg.
 AA2998;SPC AL E     -   485,524.970   220,739.543   MT  0.99996530   +0 07 47.0
 AA2998;UTM  16      - 3,860,403.938   627,354.424   MT  0.99979990   +0 47 49.1
 AA2998
 AA2998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2998!SPC AL E     -   0.99993262  x   0.99996530  =   0.99989792
 AA2998!UTM  16      -   0.99993262  x   0.99979990  =   0.99973253
 AA2998
 AA2998:                Primary Azimuth Mark                     Grid Az
 AA2998:SPC AL E     -  36 21                                    185 33 31.8
 AA2998:UTM  16      -  36 21                                    184 53 29.7
 AA2998
 AA2998|---------------------------------------------------------------------|
 AA2998| PID    Reference Object                     Distance      Geod. Az  |
 AA2998|                                                           dddmmss.s |
 AA2998| AA2997 36 21                               413.895 METERS 1854118.8 |
 AA2998|---------------------------------------------------------------------|
 AA2998
 AA2998                          SUPERSEDED SURVEY CONTROL
 AA2998
 AA2998  ELLIP H (03/30/95)  429.39   (m)                       GP(       ) 4 2
 AA2998  NGVD 29 (03/30/95)  458.2    (m)         1503.     (f) GPS OBS        
 AA2998
 AA2998.Superseded values are not recommended for survey control.
 AA2998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2998.See file dsdata.txt to determine how the superseded data were derived.
 AA2998
 AA2998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD2735460404(NAD 83)
 AA2998_MARKER: DD = SURVEY DISK
 AA2998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2998_SP_SET: CONCRETE POST
 AA2998_STAMPING: 36-22 1993
 AA2998_MARK LOGO: ALHD  
 AA2998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2998+STABILITY: SURFACE MOTION
 AA2998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2998+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2998
 AA2998  HISTORY     - Date     Condition        Report By
 AA2998  HISTORY     - 1993     MONUMENTED       ALHD
 AA2998
 AA2998                          STATION DESCRIPTION
 AA2998
 AA2998'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2998'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA2998'ALA 73, ABOUT 8.20 MI (13.20 KM) SOUTHEAST OF BRIDGEPORT AND ABOUT
 AA2998'13.20 MI (21.24 KM) EAST OF STEVENSON. TO REACH THE STATION FROM THE
 AA2998'JUNCTION OF ALA 71 AND ALA 117 (MILE POST 21.35 ON ALA 71 AND MILE
 AA2998'POST 25.25 ON ALA 117) AT A FOUR WAY STOP IN FLAT ROCK, DRIVE
 AA2998'NORTHEAST ON ALA 71 FOR 8.70 MI (14.00 KM) TO MILE POST 30.05 AND A
 AA2998'Y-INTERSECTION WITH ALA 73 ON THE LEFT AND ALA 71 ON THE RIGHT, BEAR
 AA2998'LEFT ON ALA 73 AND DRIVE NORTH FOR 1.25 MI (2.01 KM) TO MILE POST 1.50
 AA2998'AND THE STATION ON THE RIGHT. THE STATION IS LOCATED IN THE FRONT LAWN
 AA2998'OF MOORE FUNERAL HOME, 47.7 FT (14.5 M) EAST OF THE CENTERLINE OF ALA
 AA2998'73, 79.0 FT (24.1 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AA2998'BRICK BASE FOR A MOORE FUNERAL HOME SIGN, 79.8 FT (24.3 M)
 AA2998'SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A BRICK BASE FOR A MOORE
 AA2998'FUNERAL HOME SIGN, 84.2 FT (25.7 M) EAST-NORTHEAST OF TELEPHONE CABLE
 AA2998'PEDESTAL NO. 1 42 ACROSS THE ROAD, 104.8 FT (31.9 M) NORTH OF JUNCTION
 AA2998'POWER AND CABLE POLE NO. 1 54, 129.0 FT (39.3 M) SOUTH OF THE CENTER
 AA2998'OF A GRAVEL DRIVEWAY, 227.8 FT (69.4 M) SOUTHWEST OF THE SOUTHWEST
 AA2998'CORNER OF THE BRICK FUNERAL HOME BUILDING, AND SET FLUSH WITH THE
 AA2998'GROUND. STATION 36-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2999 ***********************************************************************
 AA2999  DESIGNATION -  36 23
 AA2999  PID         -  AA2999
 AA2999  STATE/COUNTY-  AL/JACKSON
 AA2999  USGS QUAD   -  FLAT ROCK (1983)
 AA2999
 AA2999                         *CURRENT SURVEY CONTROL
 AA2999  ___________________________________________________________________
 AA2999* NAD 83(1992)-  34 45 55.74767(N)    085 42 05.41742(W)     ADJUSTED  
 AA2999* NAVD 88     -       407.3    (meters)    1336.     (feet)  VERTCON   
 AA2999  ___________________________________________________________________
 AA2999  X           -     393,172.275 (meters)                     COMP
 AA2999  Y           -  -5,230,861.296 (meters)                     COMP
 AA2999  Z           -   3,616,740.651 (meters)                     COMP
 AA2999  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AA2999  ELLIP HEIGHT-         378.51  (meters)          (07/29/02) GPS OBS
 AA2999  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA2999
 AA2999  HORZ ORDER  -  FIRST
 AA2999  ELLP ORDER  -  FOURTH    CLASS I
 AA2999
 AA2999.The horizontal coordinates were established by GPS observations
 AA2999.and adjusted by the National Geodetic Survey in March 1995..
 AA2999
 AA2999.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2999
 AA2999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2999
 AA2999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2999
 AA2999.The ellipsoidal height was determined by GPS observations
 AA2999.and is referenced to NAD 83.
 AA2999
 AA2999.The geoid height was determined by GEOID03.
 AA2999
 AA2999;                    North         East     Units Scale Factor Converg.
 AA2999;SPC AL E     -   473,023.490   212,068.137   MT  0.99996179   +0 04 30.6
 AA2999;UTM  16      - 3,847,804.691   618,830.485   MT  0.99977404   +0 44 25.8
 AA2999
 AA2999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2999!SPC AL E     -   0.99994059  x   0.99996179  =   0.99990238
 AA2999!UTM  16      -   0.99994059  x   0.99977404  =   0.99971464
 AA2999
 AA2999                          SUPERSEDED SURVEY CONTROL
 AA2999
 AA2999  ELLIP H (03/30/95)  378.62   (m)                       GP(       ) 4 2
 AA2999  NGVD 29 (03/30/95)  407.3    (m)         1336.     (f) GPS OBS        
 AA2999
 AA2999.Superseded values are not recommended for survey control.
 AA2999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2999.See file dsdata.txt to determine how the superseded data were derived.
 AA2999
 AA2999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1883047805(NAD 83)
 AA2999_MARKER: DD = SURVEY DISK
 AA2999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2999_SP_SET: CONCRETE POST
 AA2999_STAMPING: 36-23 1993
 AA2999_MARK LOGO: ALHD  
 AA2999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2999+STABILITY: SURFACE MOTION
 AA2999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2999+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2999
 AA2999  HISTORY     - Date     Condition        Report By
 AA2999  HISTORY     - 1993     MONUMENTED       ALHD
 AA2999
 AA2999                          STATION DESCRIPTION
 AA2999
 AA2999'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2999'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2999'OF ALA 117, ABOUT 10.20 MI (16.41 KM) NORTHEAST OF PISGAH AND ABOUT
 AA2999'10.50 MI (16.90 KM) SOUTHEAST OF STEVENSON. TO REACH THE STATION FROM
 AA2999'THE JUNCTION OF ALA 71 AND ALA 117 (MILE POST 25.25 ON ALA 117 AND
 AA2999'MILE POST 21.35 ON ALA 71) AT A FOUR WAY STOP IN FLAT ROCK, DRIVE
 AA2999'SOUTHEAST ON ALA 117 FOR 0.20 MI (0.32 KM) TO MILE POST 25.05 AND THE
 AA2999'STATION ON THE LEFT. THE STATION IS LOCATED IN THE SOUTH CORNER OF THE
 AA2999'LAWN OF THE CHURCH OF GOD OF PROPHECY IN FLAT ROCK, 44.0 FT (13.4 M)
 AA2999'NORTHEAST OF THE CENTERLINE OF ALA 117, 50.4 FT (15.4 M) WEST OF A HOG
 AA2999'WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON SPLIT WOOD POSTS, 58.4
 AA2999'FT (17.8 M) SOUTHEAST OF A TRANSFORMER POWER POLE, 87.8 FT (26.8 M)
 AA2999'NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 11 A ACROSS THE ROAD, 91.0
 AA2999'FT (27.7 M) NORTHWEST OF A FENCE CORNER, 122.4 FT (37.3 M)
 AA2999'SOUTH-SOUTHEAST OF THE SOUTH CORNER OF THE WHITE CONCRETE BLOCK CHURCH
 AA2999'BUILDING, 151.9 FT (46.3 M) SOUTH OF THE EAST CORNER OF THE WHITE
 AA2999'CONCRETE BLOCK CHURCH BUILDING, 1.6 FT (0.5 M) SOUTHWEST OF A
 AA2999'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-24
 AA2999'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3000 ***********************************************************************
 AA3000  DESIGNATION -  36 24
 AA3000  PID         -  AA3000
 AA3000  STATE/COUNTY-  AL/JACKSON
 AA3000  USGS QUAD   -  FLAT ROCK (1983)
 AA3000
 AA3000                         *CURRENT SURVEY CONTROL
 AA3000  ___________________________________________________________________
 AA3000* NAD 83(1992)-  34 46 13.25819(N)    085 42 21.97023(W)     ADJUSTED  
 AA3000* NAVD 88     -       401.3    (meters)    1317.     (feet)  VERTCON   
 AA3000  ___________________________________________________________________
 AA3000  X           -     392,729.085 (meters)                     COMP
 AA3000  Y           -  -5,230,581.038 (meters)                     COMP
 AA3000  Z           -   3,617,180.507 (meters)                     COMP
 AA3000  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AA3000  ELLIP HEIGHT-         372.49  (meters)          (07/29/02) GPS OBS
 AA3000  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA3000
 AA3000  HORZ ORDER  -  FIRST
 AA3000  ELLP ORDER  -  FOURTH    CLASS I
 AA3000
 AA3000.The horizontal coordinates were established by GPS observations
 AA3000.and adjusted by the National Geodetic Survey in March 1995..
 AA3000
 AA3000.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3000
 AA3000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3000
 AA3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3000
 AA3000.The ellipsoidal height was determined by GPS observations
 AA3000.and is referenced to NAD 83.
 AA3000
 AA3000.The geoid height was determined by GEOID03.
 AA3000
 AA3000;                    North         East     Units Scale Factor Converg.
 AA3000;SPC AL E     -   473,562.524   211,646.533   MT  0.99996167   +0 04 21.2
 AA3000;UTM  16      - 3,848,338.692   618,402.730   MT  0.99977279   +0 44 16.7
 AA3000
 AA3000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3000!SPC AL E     -   0.99994153  x   0.99996167  =   0.99990321
 AA3000!UTM  16      -   0.99994153  x   0.99977279  =   0.99971434
 AA3000
 AA3000                          SUPERSEDED SURVEY CONTROL
 AA3000
 AA3000  ELLIP H (03/30/95)  372.60   (m)                       GP(       ) 4 2
 AA3000  NGVD 29 (03/30/95)  401.3    (m)         1317.     (f) GPS OBS        
 AA3000
 AA3000.Superseded values are not recommended for survey control.
 AA3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3000.See file dsdata.txt to determine how the superseded data were derived.
 AA3000
 AA3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1840348339(NAD 83)
 AA3000_MARKER: DD = SURVEY DISK
 AA3000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3000_SP_SET: CONCRETE POST
 AA3000_STAMPING: 36-24 1993
 AA3000_MARK LOGO: ALHD  
 AA3000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3000+STABILITY: SURFACE MOTION
 AA3000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3000+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3000
 AA3000  HISTORY     - Date     Condition        Report By
 AA3000  HISTORY     - 1993     MONUMENTED       ALHD
 AA3000
 AA3000                          STATION DESCRIPTION
 AA3000
 AA3000'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3000'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA3000'OF ALA 117, ABOUT 10.00 MI (16.09 KM) SOUTHEAST OF STEVENSON AND ABOUT
 AA3000'10.20 MI (16.41 KM) NORTHEAST OF PISGAH. TO REACH THE STATION FROM THE
 AA3000'JUNCTION OF ALA 71 AND ALA 117 (MILE POST 25.25 ON ALA 117 AND MILE
 AA3000'POST 21.35 ON ALA 71) AT A FOUR WAY STOP IN FLAT ROCK, DRIVE NORTHWEST
 AA3000'ON ALA 117 FOR 0.25 MI (0.40 KM) TO MILE POST 25.50 AND THE STATION ON
 AA3000'THE RIGHT. THE STATION IS 11.9 FT (3.6 M) SOUTHWEST OF A SIX FOOT
 AA3000'CHAIN LINK FENCE, 49.0 FT (14.9 M) NORTHEAST OF THE CENTERLINE OF ALA
 AA3000'117, 90.7 FT (27.6 M) NORTHWEST OF A JUNCTION POWER POLE, 116.6 FT
 AA3000'(35.5 M) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 12.2 FT (3.7 M)
 AA3000'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA3000'STATION 36-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3001 ***********************************************************************
 AA3001  DESIGNATION -  36 25
 AA3001  PID         -  AA3001
 AA3001  STATE/COUNTY-  AL/JACKSON
 AA3001  USGS QUAD   -  DUTTON (1983)
 AA3001
 AA3001                         *CURRENT SURVEY CONTROL
 AA3001  ___________________________________________________________________
 AA3001* NAD 83(1992)-  34 32 47.58088(N)    085 54 51.13885(W)     ADJUSTED  
 AA3001* NAVD 88     -       394.7    (meters)    1295.     (feet)  VERTCON   
 AA3001  ___________________________________________________________________
 AA3001  X           -     374,734.314 (meters)                     COMP
 AA3001  Y           -  -5,246,051.076 (meters)                     COMP
 AA3001  Z           -   3,596,753.881 (meters)                     COMP
 AA3001  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA3001  ELLIP HEIGHT-         365.77  (meters)          (07/29/02) GPS OBS
 AA3001  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA3001
 AA3001  HORZ ORDER  -  FIRST
 AA3001  ELLP ORDER  -  FOURTH    CLASS I
 AA3001
 AA3001.The horizontal coordinates were established by GPS observations
 AA3001.and adjusted by the National Geodetic Survey in March 1995..
 AA3001
 AA3001.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3001
 AA3001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3001
 AA3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3001
 AA3001.The ellipsoidal height was determined by GPS observations
 AA3001.and is referenced to NAD 83.
 AA3001
 AA3001.The geoid height was determined by GEOID03.
 AA3001
 AA3001;                    North         East     Units Scale Factor Converg.
 AA3001;SPC AL E     -   448,732.092   192,577.153   MT  0.99996068   -0 02 45.1
 AA3001;UTM  16      - 3,823,294.442   599,626.191   MT  0.99972234   +0 36 56.8
 AA3001
 AA3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3001!SPC AL E     -   0.99994259  x   0.99996068  =   0.99990327
 AA3001!UTM  16      -   0.99994259  x   0.99972234  =   0.99966494
 AA3001
 AA3001:                Primary Azimuth Mark                     Grid Az
 AA3001:SPC AL E     -  36 4                                     086 49 05.1
 AA3001:UTM  16      -  36 4                                     086 09 23.2
 AA3001
 AA3001|---------------------------------------------------------------------|
 AA3001| PID    Reference Object                     Distance      Geod. Az  |
 AA3001|                                                           dddmmss.s |
 AA3001| EE2334 36 4                                403.250 METERS 0864620.0 |
 AA3001|---------------------------------------------------------------------|
 AA3001
 AA3001                          SUPERSEDED SURVEY CONTROL
 AA3001
 AA3001  ELLIP H (03/30/95)  365.85   (m)                       GP(       ) 4 2
 AA3001  NGVD 29 (03/30/95)  394.6    (m)         1295.     (f) GPS OBS        
 AA3001
 AA3001.Superseded values are not recommended for survey control.
 AA3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3001.See file dsdata.txt to determine how the superseded data were derived.
 AA3001
 AA3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9962623294(NAD 83)
 AA3001_MARKER: DD = SURVEY DISK
 AA3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3001_SP_SET: CONCRETE POST
 AA3001_STAMPING: 36-25 1993
 AA3001_MARK LOGO: ALHD  
 AA3001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3001+STABILITY: SURFACE MOTION
 AA3001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3001+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3001
 AA3001  HISTORY     - Date     Condition        Report By
 AA3001  HISTORY     - 1993     MONUMENTED       ALHD
 AA3001
 AA3001                          STATION DESCRIPTION
 AA3001
 AA3001'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3001'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA3001'JACKSON COUNTY ROAD NO. 47, ABOUT 4.35 MI (7.00 KM) SOUTH OF DUTTON
 AA3001'AND ABOUT 5.00 MI (8.05 KM) SOUTHEAST OF SECTION. TO REACH THE STATION
 AA3001'FROM THE JUNCTION OF ALA 35 AND ALA 71 (MILE POST 42.45 ON ALA 35 AND
 AA3001'MILE POST 0.00 ON ALA 71) IN SECTION, DRIVE SOUTHEAST ON ALA 35 FOR
 AA3001'4.60 MI (7.40 KM) TO MILE POST 37.85 AND JACKSON COUNTY ROAD NO. 47
 AA3001'LEFT AND RIGHT, TURN LEFT ON JACKSON COUNTY ROAD NO. 47 AND DRIVE
 AA3001'NORTH FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA3001'23.1 FT (7.0 M) SOUTHWEST OF A JACKSON COUNTY 47 DIRECTIONAL SIGN,
 AA3001'41.7 FT (12.7 M) WEST OF THE CENTERLINE OF JACKSON COUNTY ROAD NO. 47,
 AA3001'43.9 FT (13.4 M) NORTH OF A POWER LINE GUY POLE, 44.0 FT (13.4 M)
 AA3001'WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF JACKSON COUNTY
 AA3001'ROAD NO. 47 AND JACKSON COUNTY ROAD NO. 247, 88.5 FT (27.0 M)
 AA3001'WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 2 ACROSS THE ROAD, 89.3
 AA3001'FT (27.2 M) WEST-NORTHWEST OF A TRANSFORMER AND JUNCTION POWER POLE
 AA3001'ACROSS THE ROAD, 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND
 AA3001'SET FLUSH WITH THE GROUND. STATION 36-4 1990 MAY BE USED AS AN AZIMUTH
 AA3001'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3002 ***********************************************************************
 AA3002  DESIGNATION -  36 26
 AA3002  PID         -  AA3002
 AA3002  STATE/COUNTY-  AL/JACKSON
 AA3002  USGS QUAD   -  STEVENSON (1983)
 AA3002
 AA3002                         *CURRENT SURVEY CONTROL
 AA3002  ___________________________________________________________________
 AA3002* NAD 83(1992)-  34 47 56.43697(N)    085 48 30.47224(W)     ADJUSTED  
 AA3002* NAVD 88     -       192.4    (meters)     631.     (feet)  VERTCON   
 AA3002  ___________________________________________________________________
 AA3002  X           -     383,238.649 (meters)                     COMP
 AA3002  Y           -  -5,229,294.033 (meters)                     COMP
 AA3002  Z           -   3,619,672.760 (meters)                     COMP
 AA3002  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 AA3002  ELLIP HEIGHT-         163.53  (meters)          (07/29/02) GPS OBS
 AA3002  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA3002
 AA3002  HORZ ORDER  -  FIRST
 AA3002  ELLP ORDER  -  FOURTH    CLASS I
 AA3002
 AA3002.The horizontal coordinates were established by GPS observations
 AA3002.and adjusted by the National Geodetic Survey in March 1995..
 AA3002
 AA3002.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3002
 AA3002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3002
 AA3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3002
 AA3002.The ellipsoidal height was determined by GPS observations
 AA3002.and is referenced to NAD 83.
 AA3002
 AA3002.The geoid height was determined by GEOID03.
 AA3002
 AA3002;                    North         East     Units Scale Factor Converg.
 AA3002;SPC AL E     -   476,734.834   202,275.675   MT  0.99996006   +0 00 51.1
 AA3002;UTM  16      - 3,851,401.305   608,997.544   MT  0.99974643   +0 40 48.3
 AA3002
 AA3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3002!SPC AL E     -   0.99997433  x   0.99996006  =   0.99993439
 AA3002!UTM  16      -   0.99997433  x   0.99974643  =   0.99972077
 AA3002
 AA3002:                Primary Azimuth Mark                     Grid Az
 AA3002:SPC AL E     -  36 27                                    051 54 21.8
 AA3002:UTM  16      -  36 27                                    051 14 24.6
 AA3002
 AA3002|---------------------------------------------------------------------|
 AA3002| PID    Reference Object                     Distance      Geod. Az  |
 AA3002|                                                           dddmmss.s |
 AA3002| AA3003 36 27                               435.264 METERS 0515512.9 |
 AA3002|---------------------------------------------------------------------|
 AA3002
 AA3002                          SUPERSEDED SURVEY CONTROL
 AA3002
 AA3002  ELLIP H (03/30/95)  163.63   (m)                       GP(       ) 4 2
 AA3002  NGVD 29 (03/30/95)  192.3    (m)          631.     (f) GPS OBS        
 AA3002
 AA3002.Superseded values are not recommended for survey control.
 AA3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3002.See file dsdata.txt to determine how the superseded data were derived.
 AA3002
 AA3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0899851401(NAD 83)
 AA3002_MARKER: DD = SURVEY DISK
 AA3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3002_SP_SET: CONCRETE POST
 AA3002_STAMPING: 36-26 1993
 AA3002_MARK LOGO: ALHD  
 AA3002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3002+STABILITY: SURFACE MOTION
 AA3002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3002+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3002
 AA3002  HISTORY     - Date     Condition        Report By
 AA3002  HISTORY     - 1993     MONUMENTED       ALHD
 AA3002
 AA3002                          STATION DESCRIPTION
 AA3002
 AA3002'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3002'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA3002'OF JACKSON COUNTY ROAD NO. 491, ABOUT 4.95 MI (7.97 KM) SOUTHEAST OF
 AA3002'STEVENSON AND ABOUT 8.45 MI (13.60 KM) NORTH-NORTHEAST OF PISGAH. TO
 AA3002'REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 117 SOUTH (MILE
 AA3002'POST 37.00 ON ALA 117 AND MILE POST 156.70 ON U.S. 72) IN STEVENSON,
 AA3002'DRIVE SOUTHEAST ON ALA 117 FOR 3.00 MI (4.83 KM) TO MILE POST 34.00
 AA3002'AND JACKSON COUNTY ROAD NO. 491 ON THE RIGHT, TURN RIGHT ON JACKSON
 AA3002'COUNTY ROAD NO. 491 AND DRIVE SOUTHWEST FOR 2.40 MI (3.86 KM) TO THE
 AA3002'STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) SOUTHEAST OF A
 AA3002'FOUR STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 26.5 FT
 AA3002'(8.1 M) NORTHWEST OF THE CENTER OF JACKSON COUNTY ROAD NO. 491, 35.7
 AA3002'FT (10.9 M) WEST-SOUTHWEST OF A GRAPHIC CURVE SIGN, 50.3 FT (15.3 M)
 AA3002'NORTHEAST OF A BURIED CABLE WARNING SIGN ACROSS THE ROAD, 3.0 FT (0.9
 AA3002'M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA3002'GROUND. STATION 36-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3003 ***********************************************************************
 AA3003  DESIGNATION -  36 27
 AA3003  PID         -  AA3003
 AA3003  STATE/COUNTY-  AL/JACKSON
 AA3003  USGS QUAD   -  STEVENSON (1983)
 AA3003
 AA3003                         *CURRENT SURVEY CONTROL
 AA3003  ___________________________________________________________________
 AA3003* NAD 83(1992)-  34 48 05.14827(N)    085 48 16.99335(W)     ADJUSTED  
 AA3003* NAVD 88     -       196.0    (meters)     643.     (feet)  VERTCON   
 AA3003  ___________________________________________________________________
 AA3003  X           -     383,569.381 (meters)                     COMP
 AA3003  Y           -  -5,229,119.175 (meters)                     COMP
 AA3003  Z           -   3,619,895.288 (meters)                     COMP
 AA3003  LAPLACE CORR-           2.24  (seconds)                    DEFLEC99
 AA3003  ELLIP HEIGHT-         167.19  (meters)          (07/29/02) GPS OBS
 AA3003  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA3003
 AA3003  HORZ ORDER  -  FIRST
 AA3003  ELLP ORDER  -  FOURTH    CLASS I
 AA3003
 AA3003.The horizontal coordinates were established by GPS observations
 AA3003.and adjusted by the National Geodetic Survey in March 1995..
 AA3003
 AA3003.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3003
 AA3003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3003
 AA3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3003
 AA3003.The ellipsoidal height was determined by GPS observations
 AA3003.and is referenced to NAD 83.
 AA3003
 AA3003.The geoid height was determined by GEOID03.
 AA3003
 AA3003;                    North         East     Units Scale Factor Converg.
 AA3003;SPC AL E     -   477,003.360   202,618.214   MT  0.99996008   +0 00 58.8
 AA3003;UTM  16      - 3,851,673.736   609,336.867   MT  0.99974734   +0 40 56.1
 AA3003
 AA3003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3003!SPC AL E     -   0.99997376  x   0.99996008  =   0.99993384
 AA3003!UTM  16      -   0.99997376  x   0.99974734  =   0.99972110
 AA3003
 AA3003:                Primary Azimuth Mark                     Grid Az
 AA3003:SPC AL E     -  36 26                                    231 54 21.8
 AA3003:UTM  16      -  36 26                                    231 14 24.5
 AA3003
 AA3003|---------------------------------------------------------------------|
 AA3003| PID    Reference Object                     Distance      Geod. Az  |
 AA3003|                                                           dddmmss.s |
 AA3003| AA3002 36 26                               435.264 METERS 2315520.6 |
 AA3003|---------------------------------------------------------------------|
 AA3003
 AA3003                          SUPERSEDED SURVEY CONTROL
 AA3003
 AA3003  ELLIP H (03/30/95)  167.29   (m)                       GP(       ) 4 2
 AA3003  NGVD 29 (03/30/95)  196.0    (m)          643.     (f) GPS OBS        
 AA3003
 AA3003.Superseded values are not recommended for survey control.
 AA3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3003.See file dsdata.txt to determine how the superseded data were derived.
 AA3003
 AA3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0933751674(NAD 83)
 AA3003_MARKER: DD = SURVEY DISK
 AA3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3003_SP_SET: CONCRETE POST
 AA3003_STAMPING: 36-27 1993
 AA3003_MARK LOGO: ALHD  
 AA3003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3003+STABILITY: SURFACE MOTION
 AA3003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3003+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3003
 AA3003  HISTORY     - Date     Condition        Report By
 AA3003  HISTORY     - 1993     MONUMENTED       ALHD
 AA3003
 AA3003                          STATION DESCRIPTION
 AA3003
 AA3003'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3003'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA3003'JACKSON COUNTY ROAD NO. 491, ABOUT 4.90 MI (7.89 KM) SOUTHEAST OF
 AA3003'STEVENSON AND ABOUT 8.65 MI (13.92 KM) NORTH-NORTHEAST OF PISGAH. TO
 AA3003'REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 117 SOUTH (MILE
 AA3003'POST 37.00 ON ALA 117 AND MILE POST 156.70 ON U.S. 72) IN STEVENSON,
 AA3003'DRIVE SOUTHEAST ON ALA 117 FOR 3.00 MI (4.83 KM) TO MILE POST 34.00
 AA3003'AND JACKSON COUNTY ROAD NO. 491 ON THE RIGHT, TURN RIGHT ON JACKSON
 AA3003'COUNTY ROAD NO. 491 AND DRIVE SOUTHWEST FOR 2.10 MI (3.38 KM) TO THE
 AA3003'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF A
 AA3003'FOUR STRAND BARBED WIRE FENCE ON RED TOP, GREY STEEL POSTS, 25.0 FT
 AA3003'(7.6 M) EAST-SOUTHEAST OF THE CENTER OF JACKSON COUNTY ROAD NO. 491,
 AA3003'59.4 FT (18.1 M) NORTH OF A POWER POLE IN A PASTURE, 75.3 FT (23.0 M)
 AA3003'EAST OF A FENCE JUNCTION ACROSS THE ROAD, 108.5 FT (33.1 M)
 AA3003'NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. SS, 170.0 FT (51.8 M)
 AA3003'NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE FENCE AND THE WEST POST
 AA3003'OF A METAL GATE, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST,
 AA3003'AND SET FLUSH WITH THE GROUND. STATION 36-26 1993 MAY BE USED AS AN
 AA3003'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3004 ***********************************************************************
 AA3004  DESIGNATION -  36 28
 AA3004  PID         -  AA3004
 AA3004  STATE/COUNTY-  AL/JACKSON
 AA3004  USGS QUAD   -  SYLVANIA (1983)
 AA3004
 AA3004                         *CURRENT SURVEY CONTROL
 AA3004  ___________________________________________________________________
 AA3004* NAD 83(1992)-  34 36 06.54701(N)    085 50 56.48621(W)     ADJUSTED  
 AA3004* NAVD 88     -       436.1    (meters)    1431.     (feet)  VERTCON   
 AA3004  ___________________________________________________________________
 AA3004  X           -     380,452.742 (meters)                     COMP
 AA3004  Y           -  -5,242,185.177 (meters)                     COMP
 AA3004  Z           -   3,601,826.034 (meters)                     COMP
 AA3004  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AA3004  ELLIP HEIGHT-         407.30  (meters)          (07/29/02) GPS OBS
 AA3004  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AA3004
 AA3004  HORZ ORDER  -  FIRST
 AA3004  ELLP ORDER  -  FOURTH    CLASS I
 AA3004
 AA3004.The horizontal coordinates were established by GPS observations
 AA3004.and adjusted by the National Geodetic Survey in March 1995..
 AA3004
 AA3004.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3004
 AA3004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3004
 AA3004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3004
 AA3004.The ellipsoidal height was determined by GPS observations
 AA3004.and is referenced to NAD 83.
 AA3004
 AA3004.The geoid height was determined by GEOID03.
 AA3004
 AA3004;                    North         East     Units Scale Factor Converg.
 AA3004;SPC AL E     -   454,860.063   198,560.786   MT  0.99996003   -0 00 32.1
 AA3004;UTM  16      - 3,829,489.720   605,537.248   MT  0.99973728   +0 39 13.2
 AA3004
 AA3004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3004!SPC AL E     -   0.99993607  x   0.99996003  =   0.99989610
 AA3004!UTM  16      -   0.99993607  x   0.99973728  =   0.99967337
 AA3004
 AA3004                          SUPERSEDED SURVEY CONTROL
 AA3004
 AA3004  ELLIP H (03/30/95)  407.40   (m)                       GP(       ) 4 2
 AA3004  NGVD 29 (03/30/95)  436.0    (m)         1430.     (f) GPS OBS        
 AA3004
 AA3004.Superseded values are not recommended for survey control.
 AA3004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3004.See file dsdata.txt to determine how the superseded data were derived.
 AA3004
 AA3004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0553729490(NAD 83)
 AA3004_MARKER: DD = SURVEY DISK
 AA3004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3004_SP_SET: CONCRETE POST
 AA3004_STAMPING: 36-28 1993
 AA3004_MARK LOGO: ALHD  
 AA3004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3004+STABILITY: SURFACE MOTION
 AA3004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3004+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3004
 AA3004  HISTORY     - Date     Condition        Report By
 AA3004  HISTORY     - 1993     MONUMENTED       ALHD
 AA3004
 AA3004                          STATION DESCRIPTION
 AA3004
 AA3004'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3004'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3004'JACKSON COUNTY ROAD NO. 16, ABOUT 4.00 MI (6.44 KM) EAST OF DUTTON AND
 AA3004'ABOUT 5.50 MI (8.85 KM) SOUTH OF PISGAH. TO REACH THE STATION FROM THE
 AA3004'JUNCTION OF ALA 35 AND ALA 71 (MILE POST 0.00 0N ALA 71 AND MILE POST
 AA3004'42.45 ON ALA 35) IN SECTION, DRIVE NORTHEAST ON ALA 71 FOR 5.00 MI
 AA3004'(8.05 KM) TO MILE POST 5.00 AND JACKSON COUNTY ROAD NO. 16 ON THE
 AA3004'RIGHT AT A HIGH VOLTAGE POWER LINE CROSSING AND A WATER TANK, TURN
 AA3004'RIGHT ON JACKSON COUNTY ROAD NO. 16 AND DRIVE SOUTHEAST AND EAST FOR
 AA3004'3.85 MI (6.20 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT
 AA3004'(0.9 M) NORTH OF A TWELVE-INCH FENCE CORNER POST (NO FENCE), 3.3 FT
 AA3004'(1.0 M) NORTH-NORTHWEST OF A CROSS TIE POST WITH A NO TRESPASSING
 AA3004'SIGN, 6.5 FT (2.0 M) EAST-NORTHEAST OF AN EIGHT-INCH POST CONNECTED TO
 AA3004'THE CORNER POST, 18.0 FT (5.5 M) SOUTH-SOUTHWEST OF THE WEST END OF A
 AA3004'TWELVE-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 30.0 FT (9.1 M)
 AA3004'WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 32.0 FT (9.8 M) SOUTH OF THE
 AA3004'CENTERLINE OF JACKSON COUNTY ROAD NO. 16, 85.2 FT (26.0 M) SOUTHEAST
 AA3004'OF A FENCE JUNCTION ACROSS THE ROAD, 3.0 FT (0.9 M) NORTH OF A
 AA3004'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-29
 AA3004'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3005 ***********************************************************************
 AA3005  DESIGNATION -  36 29
 AA3005  PID         -  AA3005
 AA3005  STATE/COUNTY-  AL/JACKSON
 AA3005  USGS QUAD   -  SYLVANIA (1983)
 AA3005
 AA3005                         *CURRENT SURVEY CONTROL
 AA3005  ___________________________________________________________________
 AA3005* NAD 83(1992)-  34 36 09.05102(N)    085 51 21.13170(W)     ADJUSTED  
 AA3005* NAVD 88     -       439.1    (meters)    1441.     (feet)  VERTCON   
 AA3005  ___________________________________________________________________
 AA3005  X           -     379,823.395 (meters)                     COMP
 AA3005  Y           -  -5,242,189.420 (meters)                     COMP
 AA3005  Z           -   3,601,891.299 (meters)                     COMP
 AA3005  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AA3005  ELLIP HEIGHT-         410.38  (meters)          (07/29/02) GPS OBS
 AA3005  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AA3005
 AA3005  HORZ ORDER  -  FIRST
 AA3005  ELLP ORDER  -  FOURTH    CLASS I
 AA3005
 AA3005.The horizontal coordinates were established by GPS observations
 AA3005.and adjusted by the National Geodetic Survey in March 1995..
 AA3005
 AA3005.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3005
 AA3005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3005
 AA3005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3005
 AA3005.The ellipsoidal height was determined by GPS observations
 AA3005.and is referenced to NAD 83.
 AA3005
 AA3005.The geoid height was determined by GEOID03.
 AA3005
 AA3005;                    North         East     Units Scale Factor Converg.
 AA3005;SPC AL E     -   454,937.339   197,932.860   MT  0.99996005   -0 00 46.1
 AA3005;UTM  16      - 3,829,559.714   604,908.611   MT  0.99973565   +0 38 59.2
 AA3005
 AA3005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3005!SPC AL E     -   0.99993559  x   0.99996005  =   0.99989564
 AA3005!UTM  16      -   0.99993559  x   0.99973565  =   0.99967125
 AA3005
 AA3005                          SUPERSEDED SURVEY CONTROL
 AA3005
 AA3005  ELLIP H (03/30/95)  410.49   (m)                       GP(       ) 4 2
 AA3005  NGVD 29 (03/30/95)  439.1    (m)         1441.     (f) GPS OBS        
 AA3005
 AA3005.Superseded values are not recommended for survey control.
 AA3005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3005.See file dsdata.txt to determine how the superseded data were derived.
 AA3005
 AA3005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0490929560(NAD 83)
 AA3005_MARKER: DD = SURVEY DISK
 AA3005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3005_SP_SET: CONCRETE POST
 AA3005_STAMPING: 36-29 1993
 AA3005_MARK LOGO: ALHD  
 AA3005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3005+STABILITY: SURFACE MOTION
 AA3005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3005+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3005
 AA3005  HISTORY     - Date     Condition        Report By
 AA3005  HISTORY     - 1993     MONUMENTED       ALHD
 AA3005
 AA3005                          STATION DESCRIPTION
 AA3005
 AA3005'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3005'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3005'JACKSON COUNTY ROAD NO. 16, ABOUT 3.60 MI (5.79 KM) EAST OF DUTTON AND
 AA3005'ABOUT 5.40 MI (8.69 KM) SOUTH OF PISGAH. TO REACH THE STATION FROM THE
 AA3005'JUNCTION OF ALA 35 AND ALA 71 (MILE POST 0.00 0N ALA 71 AND MILE POST
 AA3005'42.45 ON ALA 35) IN SECTION, DRIVE NORTHEAST ON ALA 71 FOR 5.00 MI
 AA3005'(8.05 KM) TO MILE POST 5.00 AND JACKSON COUNTY ROAD NO. 16 ON THE
 AA3005'RIGHT AT A HIGH VOLTAGE POWER LINE CROSSING AND A WATER TANK, TURN
 AA3005'RIGHT ON JACKSON COUNTY ROAD NO. 16 AND DRIVE SOUTHEAST AND EAST FOR
 AA3005'3.45 MI (5.55 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED
 AA3005'ACROSS JACKSON COUNTY ROAD NO. 16 FROM JACKSON COUNTY ROAD NO. 123
 AA3005'SOUTH, 2.8 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON
 AA3005'RUSTY STEEL POSTS, 28.4 FT (8.7 M) WEST-SOUTHWEST OF A CABLE GUY POLE,
 AA3005'40.8 FT (12.4 M) NORTH OF THE CENTERLINE OF JACKSON COUNTY ROAD NO.
 AA3005'16, 51.8 FT (15.8 M) WEST OF THE SOUTHEAST CORNER OF THE FENCE, 62.4
 AA3005'FT (19.0 M) EAST-SOUTHEAST OF A JUNCTION POWER POLE, 64.2 FT (19.6 M)
 AA3005'EAST-SOUTHEAST OF A CABLE POLE, 69.8 FT (21.3 M) EAST-SOUTHEAST OF
 AA3005'TELEPHONE CABLE PEDESTAL NO. 2 62, 87.5 FT (26.7 M) NORTHWEST OF CABLE
 AA3005'POLE NO. 2 143 ACROSS THE ROAD, 3.0 FT (0.9 M) SOUTH OF THE CARSONITE
 AA3005'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-28 1993 MAY BE
 AA3005'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3006 ***********************************************************************
 AA3006  DESIGNATION -  36 30
 AA3006  PID         -  AA3006
 AA3006  STATE/COUNTY-  AL/JACKSON
 AA3006  USGS QUAD   -  LANGSTON (1984)
 AA3006
 AA3006                         *CURRENT SURVEY CONTROL
 AA3006  ___________________________________________________________________
 AA3006* NAD 83(1992)-  34 30 22.06875(N)    086 00 54.64493(W)     ADJUSTED  
 AA3006* NAVD 88     -       380.7    (meters)    1249.     (feet)  VERTCON   
 AA3006  ___________________________________________________________________
 AA3006  X           -     365,664.293 (meters)                     COMP
 AA3006  Y           -  -5,249,227.211 (meters)                     COMP
 AA3006  Z           -   3,593,051.623 (meters)                     COMP
 AA3006  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AA3006  ELLIP HEIGHT-         351.76  (meters)          (07/29/02) GPS OBS
 AA3006  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AA3006
 AA3006  HORZ ORDER  -  FIRST
 AA3006  ELLP ORDER  -  FOURTH    CLASS I
 AA3006
 AA3006.The horizontal coordinates were established by GPS observations
 AA3006.and adjusted by the National Geodetic Survey in March 1995..
 AA3006
 AA3006.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3006
 AA3006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3006
 AA3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3006
 AA3006.The ellipsoidal height was determined by GPS observations
 AA3006.and is referenced to NAD 83.
 AA3006
 AA3006.The geoid height was determined by GEOID03.
 AA3006
 AA3006;                    North         East     Units Scale Factor Converg.
 AA3006;SPC AL E     -   444,260.440   183,301.164   MT  0.99996344   -0 06 10.9
 AA3006;UTM  16      - 3,818,717.176   590,404.740   MT  0.99970074   +0 33 28.6
 AA3006
 AA3006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3006!SPC AL E     -   0.99994479  x   0.99996344  =   0.99990823
 AA3006!UTM  16      -   0.99994479  x   0.99970074  =   0.99964554
 AA3006
 AA3006:                Primary Azimuth Mark                     Grid Az
 AA3006:SPC AL E     -  36 31                                    036 24 58.6
 AA3006:UTM  16      -  36 31                                    035 45 19.1
 AA3006
 AA3006|---------------------------------------------------------------------|
 AA3006| PID    Reference Object                     Distance      Geod. Az  |
 AA3006|                                                           dddmmss.s |
 AA3006| AA3007 36 31                               435.467 METERS 0361847.7 |
 AA3006|---------------------------------------------------------------------|
 AA3006
 AA3006                          SUPERSEDED SURVEY CONTROL
 AA3006
 AA3006  ELLIP H (03/30/95)  351.85   (m)                       GP(       ) 4 2
 AA3006  NGVD 29 (03/30/95)  380.7    (m)         1249.     (f) GPS OBS        
 AA3006
 AA3006.Superseded values are not recommended for survey control.
 AA3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3006.See file dsdata.txt to determine how the superseded data were derived.
 AA3006
 AA3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9040518717(NAD 83)
 AA3006_MARKER: DD = SURVEY DISK
 AA3006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3006_SP_SET: CONCRETE POST
 AA3006_STAMPING: 36-30 1993
 AA3006_MARK LOGO: ALHD  
 AA3006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3006+STABILITY: SURFACE MOTION
 AA3006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3006+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3006
 AA3006  HISTORY     - Date     Condition        Report By
 AA3006  HISTORY     - 1993     MONUMENTED       ALHD
 AA3006
 AA3006                          STATION DESCRIPTION
 AA3006
 AA3006'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3006'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA3006'JACKSON COUNTY ROAD NO. 44, ABOUT 4.05 MI (6.52 KM) SOUTHEAST OF
 AA3006'LANGSTON AND ABOUT 5.55 MI (8.93 KM) SOUTH-SOUTHWEST OF SECTION. TO
 AA3006'REACH THE STATION FROM THE JUNCTION OF ALA 35 AND ALA 71 (MILE POST
 AA3006'42.45 ON ALA 35 AND MILE POST 0.00 ON ALA 71) IN SECTION, DRIVE
 AA3006'NORTHWEST ON ALA 35 FOR 0.50 MI (0.80 KM) TO MILE POST 42.95 AND
 AA3006'JACKSON COUNTY ROAD NO. 43 ON THE LEFT AT A CAUTION LIGHT, TURN LEFT
 AA3006'ON JACKSON COUNTY ROAD NO. 43 AND DRIVE SOUTH AND SOUTHWEST FOR 4.65
 AA3006'MI (7.48 KM) TO A PAVED CROSS ROAD WITH JACKSON COUNTY ROAD NO. 38
 AA3006'LEFT AND RIGHT, TURN RIGHT ON JACKSON COUNTY ROAD NO. 38 AND DRIVE
 AA3006'WEST FOR 0.20 MI (0.32 KM) TO JACKSON COUNTY ROAD NO. 44 ON THE LEFT,
 AA3006'TURN LEFT ON JACKSON COUNTY ROAD NO. 44 AND DRIVE SOUTHWEST FOR 1.20
 AA3006'MI (1.93 KM) TO THE STATION ON THE RIGHT. THE STATION IS 25.5 FT (7.8
 AA3006'M) WEST-NORTHWEST OF THE CENTER OF JACKSON COUNTY ROAD NO. 44, 90.9 FT
 AA3006'(27.7 M) NORTH-NORTHEAST OF A JACKSON COUNTY 115 AND A JACKSON COUNTY
 AA3006'44 DIRECTIONAL SIGN, 97.8 FT (29.8 M) SOUTH-SOUTHWEST OF A CABLE POLE,
 AA3006'119.0 FT (36.3 M) SOUTH-SOUTHWEST OF A GRAPHIC CURVE SIGN, 126.5 FT
 AA3006'(38.6 M) NORTH-NORTHEAST OF A CABLE POLE, 1.8 FT (0.5 M) SOUTHEAST OF
 AA3006'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-31
 AA3006'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3007 ***********************************************************************
 AA3007  DESIGNATION -  36 31
 AA3007  PID         -  AA3007
 AA3007  STATE/COUNTY-  AL/JACKSON
 AA3007  USGS QUAD   -  LANGSTON (1984)
 AA3007
 AA3007                         *CURRENT SURVEY CONTROL
 AA3007  ___________________________________________________________________
 AA3007* NAD 83(1992)-  34 30 33.45606(N)    086 00 44.53513(W)     ADJUSTED  
 AA3007* NAVD 88     -       382.6    (meters)    1255.     (feet)  VERTCON   
 AA3007  ___________________________________________________________________
 AA3007  X           -     365,907.859 (meters)                     COMP
 AA3007  Y           -  -5,249,012.511 (meters)                     COMP
 AA3007  Z           -   3,593,341.857 (meters)                     COMP
 AA3007  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AA3007  ELLIP HEIGHT-         353.64  (meters)          (07/29/02) GPS OBS
 AA3007  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA3007
 AA3007  HORZ ORDER  -  FIRST
 AA3007  ELLP ORDER  -  FOURTH    CLASS I
 AA3007
 AA3007.The horizontal coordinates were established by GPS observations
 AA3007.and adjusted by the National Geodetic Survey in March 1995..
 AA3007
 AA3007.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3007
 AA3007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3007
 AA3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3007
 AA3007.The ellipsoidal height was determined by GPS observations
 AA3007.and is referenced to NAD 83.
 AA3007
 AA3007.The geoid height was determined by GEOID03.
 AA3007
 AA3007;                    North         East     Units Scale Factor Converg.
 AA3007;SPC AL E     -   444,610.859   183,559.669   MT  0.99996333   -0 06 05.2
 AA3007;UTM  16      - 3,819,070.461   590,659.118   MT  0.99970131   +0 33 34.5
 AA3007
 AA3007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3007!SPC AL E     -   0.99994449  x   0.99996333  =   0.99990782
 AA3007!UTM  16      -   0.99994449  x   0.99970131  =   0.99964582
 AA3007
 AA3007:                Primary Azimuth Mark                     Grid Az
 AA3007:SPC AL E     -  36 30                                    216 24 58.6
 AA3007:UTM  16      -  36 30                                    215 45 18.9
 AA3007
 AA3007|---------------------------------------------------------------------|
 AA3007| PID    Reference Object                     Distance      Geod. Az  |
 AA3007|                                                           dddmmss.s |
 AA3007| AA3006 36 30                               435.467 METERS 2161853.4 |
 AA3007|---------------------------------------------------------------------|
 AA3007
 AA3007                          SUPERSEDED SURVEY CONTROL
 AA3007
 AA3007  ELLIP H (03/30/95)  353.74   (m)                       GP(       ) 4 2
 AA3007  NGVD 29 (03/30/95)  382.6    (m)         1255.     (f) GPS OBS        
 AA3007
 AA3007.Superseded values are not recommended for survey control.
 AA3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3007.See file dsdata.txt to determine how the superseded data were derived.
 AA3007
 AA3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9065919070(NAD 83)
 AA3007_MARKER: DD = SURVEY DISK
 AA3007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3007_SP_SET: CONCRETE POST
 AA3007_STAMPING: 36-31 1993
 AA3007_MARK LOGO: ALHD  
 AA3007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3007+STABILITY: SURFACE MOTION
 AA3007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3007+SATELLITE: SATELLITE OBSERVATIONS - July 15, 2004
 AA3007
 AA3007  HISTORY     - Date     Condition        Report By
 AA3007  HISTORY     - 1993     MONUMENTED       ALHD
 AA3007  HISTORY     - 20040715 GOOD             TVA
 AA3007
 AA3007                          STATION DESCRIPTION
 AA3007
 AA3007'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3007'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA3007'JACKSON COUNTY ROAD NO. 44, ABOUT 4.15 MI (6.68 KM) SOUTHEAST OF
 AA3007'LANGSTON AND ABOUT 5.35 MI (8.61 KM) SOUTH-SOUTHWEST OF SECTION. TO
 AA3007'REACH THE STATION FROM THE JUNCTION OF ALA 35 AND ALA 71 (MILE POST
 AA3007'42.45 ON ALA 35 AND MILE POST 0.00 ON ALA 71) IN SECTION, DRIVE
 AA3007'NORTHWEST ON ALA 35 FOR 0.50 MI (0.80 KM) TO MILE POST 42.95 AND
 AA3007'JACKSON COUNTY ROAD NO. 43 ON THE LEFT AT A CAUTION LIGHT, TURN LEFT
 AA3007'ON JACKSON COUNTY ROAD NO. 43 AND DRIVE SOUTH AND SOUTHWEST FOR 4.65
 AA3007'MI (7.48 KM) TO A PAVED CROSS ROAD WITH JACKSON COUNTY ROAD NO. 38
 AA3007'LEFT AND RIGHT, TURN RIGHT ON JACKSON COUNTY ROAD NO. 38 AND DRIVE
 AA3007'WEST FOR 0.20 MI (0.32 KM) TO JACKSON COUNTY ROAD NO. 44 ON THE LEFT,
 AA3007'TURN LEFT ON JACKSON COUNTY ROAD NO. 44 AND DRIVE SOUTHWEST FOR 0.95
 AA3007'MI (1.53 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M)
 AA3007'WEST-NORTHWEST OF A TWO STRAND ELECTRIC BARBED WIRE FENCE ON WHITE
 AA3007'TOP, GREEN STEEL POSTS, 19.5 FT (5.9 M) EAST-SOUTHEAST OF THE CENTER
 AA3007'OF JACKSON COUNTY ROAD NO. 44, 95.1 FT (29.0 M) SOUTH-SOUTHWEST OF A
 AA3007'TREATED WOOD POST IN THE FENCE LINE, 136.7 FT (41.7 M) SOUTH-SOUTHWEST
 AA3007'OF THE EAST END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER JACKSON COUNTY
 AA3007'ROAD NO. 44, 178.6 FT (54.4 M) NORTH-NORTHEAST OF THE SOUTHWEST CORNER
 AA3007'OF THE FENCE, 205.0 FT (62.5 M) NORTHEAST OF THE SOUTHEAST CORNER OF
 AA3007'THE FENCE ACROSS THE ROAD, 3.2 FT (1.0 M) NORTHWEST OF A CARSONITE
 AA3007'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-30 1993 MAY BE
 AA3007'USED AS AN AZIMUTH FOR THIS STATION.
 AA3007
 AA3007                          STATION RECOVERY (2004)
 AA3007
 AA3007'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2004 (CDM)
 AA3007'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3008 ***********************************************************************
 AA3008  DESIGNATION -  36 32
 AA3008  PID         -  AA3008
 AA3008  STATE/COUNTY-  AL/JACKSON
 AA3008  USGS QUAD   -  DORAN COVE (1988)
 AA3008
 AA3008                         *CURRENT SURVEY CONTROL
 AA3008  ___________________________________________________________________
 AA3008* NAD 83(1992)-  34 54 16.47822(N)    085 45 19.84041(W)     ADJUSTED  
 AA3008* NAVD 88     -       193.4    (meters)     635.     (feet)  VERTCON   
 AA3008  ___________________________________________________________________
 AA3008  X           -     387,576.159 (meters)                     COMP
 AA3008  Y           -  -5,222,264.019 (meters)                     COMP
 AA3008  Z           -   3,629,284.282 (meters)                     COMP
 AA3008  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AA3008  ELLIP HEIGHT-         164.46  (meters)          (07/29/02) GPS OBS
 AA3008  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA3008
 AA3008  HORZ ORDER  -  FIRST
 AA3008  ELLP ORDER  -  FOURTH    CLASS I
 AA3008
 AA3008.The horizontal coordinates were established by GPS observations
 AA3008.and adjusted by the National Geodetic Survey in March 1995..
 AA3008
 AA3008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3008
 AA3008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3008
 AA3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3008
 AA3008.The ellipsoidal height was determined by GPS observations
 AA3008.and is referenced to NAD 83.
 AA3008
 AA3008.The geoid height was determined by GEOID03.
 AA3008
 AA3008;                    North         East     Units Scale Factor Converg.
 AA3008;SPC AL E     -   488,448.226   207,112.192   MT  0.99996062   +0 02 40.3
 AA3008;UTM  16      - 3,863,167.745   613,696.448   MT  0.99975932   +0 42 43.9
 AA3008
 AA3008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3008!SPC AL E     -   0.99997419  x   0.99996062  =   0.99993481
 AA3008!UTM  16      -   0.99997419  x   0.99975932  =   0.99973351
 AA3008
 AA3008                          SUPERSEDED SURVEY CONTROL
 AA3008
 AA3008  ELLIP H (03/30/95)  164.55   (m)                       GP(       ) 4 2
 AA3008  NGVD 29 (03/30/95)  193.4    (m)          635.     (f) GPS OBS        
 AA3008
 AA3008.Superseded values are not recommended for survey control.
 AA3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3008.See file dsdata.txt to determine how the superseded data were derived.
 AA3008
 AA3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1369663168(NAD 83)
 AA3008_MARKER: DD = SURVEY DISK
 AA3008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3008_SP_SET: CONCRETE POST
 AA3008_STAMPING: 36-32 1993
 AA3008_MARK LOGO: ALHD  
 AA3008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3008+STABILITY: SURFACE MOTION
 AA3008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3008+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3008
 AA3008  HISTORY     - Date     Condition        Report By
 AA3008  HISTORY     - 1993     MONUMENTED       ALHD
 AA3008
 AA3008                          STATION DESCRIPTION
 AA3008
 AA3008'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3008'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA3008'JACKSON COUNTY ROAD NO. 96, ABOUT 3.20 MI (5.15 KM) SOUTH-SOUTHWEST OF
 AA3008'BRIDGEPORT AND ABOUT 5.15 MI (8.29 KM) NORTHEAST OF STEVENSON. TO
 AA3008'REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 117 (MILE POST
 AA3008'156.75 ON U.S. 72 AND MILE POST 37.10 ON ALA 117) AT AN INTERCHANGE IN
 AA3008'STEVENSON, DRIVE NORTHEAST ON U.S. 72 FOR 7.20 MI (11.59 KM) TO MILE
 AA3008'POST 163.95 AND JACKSON COUNTY ROAD NO. 96 ON THE RIGHT, TURN RIGHT ON
 AA3008'JACKSON COUNTY ROAD NO. 96 AND DRIVE SOUTH AND SOUTHWEST FOR 1.50 MI
 AA3008'(2.41 KM) TO A RAILROAD GRADE CROSSING, CONTINUE SOUTHWEST FOR 0.05 MI
 AA3008'(0.08 KM) TO A Y-INTERSECTION WITH JACKSON COUNTY ROAD NO. 96 ON THE
 AA3008'LEFT AND JACKSON COUNTY ROAD NO. 70 ON THE RIGHT, BEAR LEFT ON JACKSON
 AA3008'COUNTY ROAD NO. 96 AND DRIVE SOUTHWEST FOR 0.05 MI (0.08 KM) TO THE
 AA3008'STATION ON THE RIGHT. THE STATION IS LOCATED IN A CLEARED RIGHT OF WAY
 AA3008'FOR FIVE HIGH VOLTAGE POWER LINES, 34.4 FT (10.5 M) WEST OF THE CENTER
 AA3008'OF JACKSON COUNTY ROAD NO. 96, 52.0 FT (15.8 M) WEST-NORTHWEST OF A
 AA3008'RAILROAD CROSSING SIGN ACROSS THE ROAD, 196.0 FT (59.7 M)
 AA3008'SOUTH-SOUTHWEST OF A JACKSON COUNTY 70 DIRECTIONAL SIGN ACROSS THE
 AA3008'ROAD, 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA3008'WITH THE GROUND. STATION 36-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3008'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3009 ***********************************************************************
 AA3009  DESIGNATION -  36 33
 AA3009  PID         -  AA3009
 AA3009  STATE/COUNTY-  AL/JACKSON
 AA3009  USGS QUAD   -  BRIDGEPORT (1983)
 AA3009
 AA3009                         *CURRENT SURVEY CONTROL
 AA3009  ___________________________________________________________________
 AA3009* NAD 83(1992)-  34 54 29.30551(N)    085 44 51.67593(W)     ADJUSTED  
 AA3009* NAVD 88     -       201.8    (meters)     662.     (feet)  VERTCON   
 AA3009  ___________________________________________________________________
 AA3009  X           -     388,272.969 (meters)                     COMP
 AA3009  Y           -  -5,221,992.343 (meters)                     COMP
 AA3009  Z           -   3,629,613.276 (meters)                     COMP
 AA3009  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AA3009  ELLIP HEIGHT-         172.87  (meters)          (07/29/02) GPS OBS
 AA3009  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA3009
 AA3009  HORZ ORDER  -  FIRST
 AA3009  ELLP ORDER  -  FOURTH    CLASS I
 AA3009
 AA3009.The horizontal coordinates were established by GPS observations
 AA3009.and adjusted by the National Geodetic Survey in March 1995..
 AA3009
 AA3009.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3009.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3009
 AA3009.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3009
 AA3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3009
 AA3009.The ellipsoidal height was determined by GPS observations
 AA3009.and is referenced to NAD 83.
 AA3009
 AA3009.The geoid height was determined by GEOID03.
 AA3009
 AA3009;                    North         East     Units Scale Factor Converg.
 AA3009;SPC AL E     -   488,844.085   207,826.843   MT  0.99996075   +0 02 56.4
 AA3009;UTM  16      - 3,863,571.823   614,406.296   MT  0.99976132   +0 43 00.2
 AA3009
 AA3009!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3009!SPC AL E     -   0.99997287  x   0.99996075  =   0.99993362
 AA3009!UTM  16      -   0.99997287  x   0.99976132  =   0.99973419
 AA3009
 AA3009                          SUPERSEDED SURVEY CONTROL
 AA3009
 AA3009  ELLIP H (03/30/95)  172.96   (m)                       GP(       ) 4 2
 AA3009  NGVD 29 (03/30/95)  201.8    (m)          662.     (f) GPS OBS        
 AA3009
 AA3009.Superseded values are not recommended for survey control.
 AA3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3009.See file dsdata.txt to determine how the superseded data were derived.
 AA3009
 AA3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1440663572(NAD 83)
 AA3009_MARKER: DD = SURVEY DISK
 AA3009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3009_SP_SET: CONCRETE POST
 AA3009_STAMPING: 36-33 1993
 AA3009_MARK LOGO: ALHD  
 AA3009_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3009+STABILITY: SURFACE MOTION
 AA3009_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3009+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3009
 AA3009  HISTORY     - Date     Condition        Report By
 AA3009  HISTORY     - 1993     MONUMENTED       ALHD
 AA3009
 AA3009                          STATION DESCRIPTION
 AA3009
 AA3009'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3009'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA3009'JACKSON COUNTY ROAD NO. 96, ABOUT 2.60 MI (4.18 KM) SOUTH-SOUTHWEST OF
 AA3009'BRIDGEPORT AND ABOUT 5.90 MI (9.49 KM) NORTHEAST OF STEVENSON. TO
 AA3009'REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 117 (MILE POST
 AA3009'156.75 ON U.S. 72 AND MILE POST 37.10 ON ALA 117) AT AN INTERCHANGE IN
 AA3009'STEVENSON, DRIVE NORTHEAST ON U.S. 72 FOR 7.20 MI (11.59 KM) TO MILE
 AA3009'POST 163.95 AND JACKSON COUNTY ROAD NO. 96 ON THE RIGHT, TURN RIGHT ON
 AA3009'JACKSON COUNTY ROAD NO. 96 AND DRIVE SOUTH AND SOUTHWEST FOR 1.05 MI
 AA3009'(1.69 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED IN A
 AA3009'CLEARED RIGHT OF WAY FOR FIVE HIGH VOLTAGE POWER LINES, 30.0 FT (9.1
 AA3009'M) EAST-SOUTHEAST OF THE CENTER OF JACKSON COUNTY ROAD NO. 96, 46.8 FT
 AA3009'(14.3 M) EAST-SOUTHEAST OF A POST WITH NO SIGN ACROSS THE ROAD, 74.5
 AA3009'FT (22.7 M) NORTHEAST OF A BROAD ARROW SIGN AT THE BEGINNING OF A
 AA3009'SHARP CURVE TO THE RIGHT, 1.9 FT (0.6 M) NORTHWEST OF A CARSONITE
 AA3009'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-32 1993 MAY BE
 AA3009'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3010 ***********************************************************************
 AA3010  DESIGNATION -  36 34
 AA3010  PID         -  AA3010
 AA3010  STATE/COUNTY-  AL/JACKSON
 AA3010  USGS QUAD   -  EUREKA (1974)
 AA3010
 AA3010                         *CURRENT SURVEY CONTROL
 AA3010  ___________________________________________________________________
 AA3010* NAD 83(1992)-  34 56 40.37263(N)    085 55 16.51385(W)     ADJUSTED  
 AA3010* NAVD 88     -       192.8    (meters)     633.     (feet)  VERTCON   
 AA3010  ___________________________________________________________________
 AA3010  X           -     372,287.230 (meters)                     COMP
 AA3010  Y           -  -5,220,830.644 (meters)                     COMP
 AA3010  Z           -   3,632,919.807 (meters)                     COMP
 AA3010  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AA3010  ELLIP HEIGHT-         163.95  (meters)          (07/29/02) GPS OBS
 AA3010  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA3010
 AA3010  HORZ ORDER  -  FIRST
 AA3010  ELLP ORDER  -  FOURTH    CLASS I
 AA3010
 AA3010.The horizontal coordinates were established by GPS observations
 AA3010.and adjusted by the National Geodetic Survey in March 1995..
 AA3010
 AA3010.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3010
 AA3010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3010
 AA3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3010
 AA3010.The ellipsoidal height was determined by GPS observations
 AA3010.and is referenced to NAD 83.
 AA3010
 AA3010.The geoid height was determined by GEOID03.
 AA3010
 AA3010;                    North         East     Units Scale Factor Converg.
 AA3010;SPC AL E     -   492,883.128   191,968.807   MT  0.99996079   -0 03 01.3
 AA3010;UTM  16      - 3,867,424.860   598,505.752   MT  0.99971959   +0 37 04.6
 AA3010
 AA3010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3010!SPC AL E     -   0.99997427  x   0.99996079  =   0.99993506
 AA3010!UTM  16      -   0.99997427  x   0.99971959  =   0.99969386
 AA3010
 AA3010                          SUPERSEDED SURVEY CONTROL
 AA3010
 AA3010  ELLIP H (03/30/95)  164.01   (m)                       GP(       ) 4 2
 AA3010  NGVD 29 (03/30/95)  192.8    (m)          633.     (f) GPS OBS        
 AA3010
 AA3010.Superseded values are not recommended for survey control.
 AA3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3010.See file dsdata.txt to determine how the superseded data were derived.
 AA3010
 AA3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9850667425(NAD 83)
 AA3010_MARKER: DD = SURVEY DISK
 AA3010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3010_SP_SET: CONCRETE POST
 AA3010_STAMPING: 36-34 1993
 AA3010_MARK LOGO: ALHD  
 AA3010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3010+STABILITY: SURFACE MOTION
 AA3010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3010+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3010
 AA3010  HISTORY     - Date     Condition        Report By
 AA3010  HISTORY     - 1993     MONUMENTED       ALHD
 AA3010
 AA3010                          STATION DESCRIPTION
 AA3010
 AA3010'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3010'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA3010'ALA 117, ABOUT 7.10 MI (11.43 KM) NORTHWEST OF STEVENSON AND ABOUT
 AA3010'11.05 MI (17.78 KM) WEST OF BRIDGEPORT. TO REACH THE STATION FROM THE
 AA3010'JUNCTION OF U.S. 72 AND ALA 117 (MILE POST 37.10 ON ALA 117 AND MILE
 AA3010'POST 156.75 ON U.S. 72) AT AN INTERCHANGE IN STEVENSON, DRIVE
 AA3010'NORTHWEST ON ALA 117 FOR 9.30 MI (14.97 KM) TO MILE POST 46.40 AND THE
 AA3010'STATION ON THE RIGHT. THE STATION IS LOCATED ACROSS ALA 117 FROM AND
 AA3010'IN LINE WITH A GRAVEL DRIVEWAY TO A LARGE BRICK HOUSE, 12.1 FT (3.7 M)
 AA3010'EAST OF A BLACK MAIL BOX ON A BLACK POST, 28.4 FT (8.7 M) EAST OF THE
 AA3010'CENTERLINE OF ALA 117, 74.5 FT (22.7 M) SOUTHEAST OF A STEEL POST ON
 AA3010'THE SOUTH SIDE OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 93.5 FT (28.5 M)
 AA3010'SOUTHEAST OF A STEEL POST ON THE NORTH SIDE OF A GRAVEL DRIVEWAY
 AA3010'ACROSS THE ROAD, 120.5 FT (36.7 M) SOUTHEAST OF THE SOUTHEAST CORNER
 AA3010'OF A BROWN METAL BUILDING ACROSS THE ROAD, 130.4 FT (39.7 M)
 AA3010'SOUTH-SOUTHEAST OF A JACKSON COUNTY 148 DIRECTIONAL SIGN ACROSS THE
 AA3010'ROAD, 1.7 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA3010'WITH THE GROUND. STATION 36-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3010'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3011 ***********************************************************************
 AA3011  DESIGNATION -  36 35
 AA3011  PID         -  AA3011
 AA3011  STATE/COUNTY-  AL/JACKSON
 AA3011  USGS QUAD   -  EUREKA (1974)
 AA3011
 AA3011                         *CURRENT SURVEY CONTROL
 AA3011  ___________________________________________________________________
 AA3011* NAD 83(1992)-  34 57 05.58388(N)    085 55 22.00437(W)     ADJUSTED  
 AA3011* NAVD 88     -       191.2    (meters)     627.     (feet)  GPS OBS   
 AA3011  ___________________________________________________________________
 AA3011  X           -     372,116.522 (meters)                     COMP
 AA3011  Y           -  -5,220,395.335 (meters)                     COMP
 AA3011  Z           -   3,633,555.746 (meters)                     COMP
 AA3011  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AA3011  ELLIP HEIGHT-         162.38  (meters)          (08/29/05) GPS OBS
 AA3011  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA3011
 AA3011  HORZ ORDER  -  A
 AA3011  ELLP ORDER  -  FOURTH    CLASS I
 AA3011
 AA3011.The horizontal coordinates were established by GPS observations
 AA3011.and adjusted by the National Geodetic Survey in August 2005..
 AA3011
 AA3011.The orthometric height was determined by GPS observations and a
 AA3011.high-resolution geoid model.
 AA3011
 AA3011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3011
 AA3011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3011
 AA3011.The ellipsoidal height was determined by GPS observations
 AA3011.and is referenced to NAD 83.
 AA3011
 AA3011.The geoid height was determined by GEOID03.
 AA3011
 AA3011;                    North         East     Units Scale Factor Converg.
 AA3011;SPC AL E     -   493,660.145   191,830.185   MT  0.99996082   -0 03 04.5
 AA3011;UTM  16      - 3,868,200.020   598,358.112   MT  0.99971923   +0 37 01.8
 AA3011
 AA3011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3011!SPC AL E     -   0.99997451  x   0.99996082  =   0.99993533
 AA3011!UTM  16      -   0.99997451  x   0.99971923  =   0.99969375
 AA3011
 AA3011                          SUPERSEDED SURVEY CONTROL
 AA3011
 AA3011  ELLIP H (07/29/02)  162.34   (m)                       GP(       ) 4 1
 AA3011  NAD 83(1992)-  34 57 05.58310(N)    085 55 22.00451(W) AD(       ) 1
 AA3011  ELLIP H (03/30/95)  162.40   (m)                       GP(       ) 4 2
 AA3011  NGVD 29 (03/30/95)  191.2    (m)          627.     (f) GPS OBS        
 AA3011
 AA3011.Superseded values are not recommended for survey control.
 AA3011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3011.See file dsdata.txt to determine how the superseded data were derived.
 AA3011
 AA3011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9835868200(NAD 83)
 AA3011_MARKER: DD = SURVEY DISK
 AA3011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3011_SP_SET: CONCRETE POST
 AA3011_STAMPING: 36-35 1993
 AA3011_MARK LOGO: ALHD  
 AA3011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3011+STABILITY: SURFACE MOTION
 AA3011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3011+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA3011
 AA3011  HISTORY     - Date     Condition        Report By
 AA3011  HISTORY     - 1993     MONUMENTED       ALHD
 AA3011  HISTORY     - 20040412 GOOD             ALHD
 AA3011  HISTORY     - 20040624 GOOD             ALPCO
 AA3011
 AA3011                          STATION DESCRIPTION
 AA3011
 AA3011'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3011'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA3011'ALA 117, ABOUT 7.55 MI (12.15 KM) NORTHWEST OF STEVENSON AND ABOUT
 AA3011'11.20 MI (18.02 KM) WEST OF BRIDGEPORT. TO REACH THE STATION FROM THE
 AA3011'JUNCTION OF U. S. 72 AND ALA 117 (MILE POST 37.10 ON ALA 117 AND MILE
 AA3011'POST 156.75 ON U. S. 72) AT AN INTERCHANGE IN STEVENSON, DRIVE
 AA3011'NORTHWEST ON ALA 117 9.80 MI (15.77 KM) TO MILE POST 46.90 AND THE
 AA3011'STATION ON THE LEFT. THE STATION IS 30.7 FT (9.4 M) WEST OF THE
 AA3011'CENTERLINE OF ALA 117, 218.3 FT (66.5 M) SOUTH OF TELEPHONE CABLE
 AA3011'PEDESTAL NO. P 106 ACROSS THE ROAD, 218.3 FT (66.5 M) SOUTH OF A
 AA3011'TELEPHONE SERVICE POLE WITH REPEATER NO. S 48 W ACROSS THE ROAD, 256.7
 AA3011'FT (78.2 M) NORTHEAST OF A POWER POLE IN A FIELD, 1.7 FT (0.5 M) EAST
 AA3011'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36
 AA3011'- 34 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3011
 AA3011                          STATION RECOVERY (2004)
 AA3011
 AA3011'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA3011'RECOVERED IN GOOD CONDITION.
 AA3011
 AA3011                          STATION RECOVERY (2004)
 AA3011
 AA3011'RECOVERY NOTE BY ALABAMA POWER COMPANY 2004 (LWC)
 AA3011'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3012 ***********************************************************************
 AA3012  DESIGNATION -  36 36
 AA3012  PID         -  AA3012
 AA3012  STATE/COUNTY-  AL/JACKSON
 AA3012  USGS QUAD   -  DORAN COVE (1988)
 AA3012
 AA3012                         *CURRENT SURVEY CONTROL
 AA3012  ___________________________________________________________________
 AA3012* NAD 83(1992)-  34 53 03.03775(N)    085 51 33.73146(W)     ADJUSTED  
 AA3012* NAVD 88     -       184.7    (meters)     606.     (feet)  VERTCON   
 AA3012  ___________________________________________________________________
 AA3012  X           -     378,202.230 (meters)                     COMP
 AA3012  Y           -  -5,224,242.218 (meters)                     COMP
 AA3012  Z           -   3,627,423.005 (meters)                     COMP
 AA3012  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA3012  ELLIP HEIGHT-         155.78  (meters)          (07/29/02) GPS OBS
 AA3012  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AA3012
 AA3012  HORZ ORDER  -  FIRST
 AA3012  ELLP ORDER  -  FOURTH    CLASS I
 AA3012
 AA3012.The horizontal coordinates were established by GPS observations
 AA3012.and adjusted by the National Geodetic Survey in March 1995..
 AA3012
 AA3012.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3012
 AA3012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3012
 AA3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3012
 AA3012.The ellipsoidal height was determined by GPS observations
 AA3012.and is referenced to NAD 83.
 AA3012
 AA3012.The geoid height was determined by GEOID03.
 AA3012
 AA3012;                    North         East     Units Scale Factor Converg.
 AA3012;SPC AL E     -   486,182.699   197,619.925   MT  0.99996007   -0 00 53.6
 AA3012;UTM  16      - 3,860,792.301   604,233.241   MT  0.99973390   +0 39 08.7
 AA3012
 AA3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3012!SPC AL E     -   0.99997555  x   0.99996007  =   0.99993562
 AA3012!UTM  16      -   0.99997555  x   0.99973390  =   0.99970945
 AA3012
 AA3012:                Primary Azimuth Mark                     Grid Az
 AA3012:SPC AL E     -  36 37                                    003 59 12.3
 AA3012:UTM  16      -  36 37                                    003 19 10.0
 AA3012
 AA3012|---------------------------------------------------------------------|
 AA3012| PID    Reference Object                     Distance      Geod. Az  |
 AA3012|                                                           dddmmss.s |
 AA3012| AA3013 36 37                               430.935 METERS 0035818.7 |
 AA3012|---------------------------------------------------------------------|
 AA3012
 AA3012                          SUPERSEDED SURVEY CONTROL
 AA3012
 AA3012  ELLIP H (03/30/95)  155.85   (m)                       GP(       ) 4 2
 AA3012  NGVD 29 (03/30/95)  184.7    (m)          606.     (f) GPS OBS        
 AA3012
 AA3012.Superseded values are not recommended for survey control.
 AA3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3012.See file dsdata.txt to determine how the superseded data were derived.
 AA3012
 AA3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0423360792(NAD 83)
 AA3012_MARKER: DD = SURVEY DISK
 AA3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3012_SP_SET: CONCRETE POST
 AA3012_STAMPING: 36-36 1993
 AA3012_MARK LOGO: ALHD  
 AA3012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3012+STABILITY: SURFACE MOTION
 AA3012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3012+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3012
 AA3012  HISTORY     - Date     Condition        Report By
 AA3012  HISTORY     - 1993     MONUMENTED       ALHD
 AA3012
 AA3012                          STATION DESCRIPTION
 AA3012
 AA3012'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3012'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA3012'ALA 117 IN STEVENSON. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA3012'72 AND ALA 117 (MILE POST 37.10 ON ALA 117 AND MILE POST 156.75 ON
 AA3012'U.S. 72) AT AN INTERCHANGE IN STEVENSON, DRIVE NORTHWEST ON ALA 117
 AA3012'FOR 3.40 MI (5.47 KM) TO MILE POST 40.50 AND THE STATION ON THE LEFT.
 AA3012'THE STATION IS 32.2 FT (9.8 M) WEST OF THE CENTERLINE OF ALA 117,
 AA3012'104.4 FT (31.8 M) SOUTHWEST OF THE SOUTH CROSS TIE POST OF A RUSTY HOG
 AA3012'WIRE AND PIPE GATE ACROSS THE ROAD, 113.9 FT (34.7 M) SOUTHWEST OF THE
 AA3012'NORTH EIGHT-INCH POST OF A RUSTY HOG WIRE AND PIPE GATE ACROSS THE
 AA3012'ROAD, 168.8 FT (51.5 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. P 28,
 AA3012'169.0 FT (51.5 M) NORTH OF A TELEPHONE SERVICE AND POWER LINE GUY
 AA3012'POLE, 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA3012'WITH THE GROUND. STATION 36-37 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3012'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3013 ***********************************************************************
 AA3013  DESIGNATION -  36 37
 AA3013  PID         -  AA3013
 AA3013  STATE/COUNTY-  AL/JACKSON
 AA3013  USGS QUAD   -  DORAN COVE (1988)
 AA3013
 AA3013                         *CURRENT SURVEY CONTROL
 AA3013  ___________________________________________________________________
 AA3013* NAD 83(1992)-  34 53 16.98818(N)    085 51 32.55593(W)     ADJUSTED  
 AA3013* NAVD 88     -       193.2    (meters)     634.     (feet)  VERTCON   
 AA3013  ___________________________________________________________________
 AA3013  X           -     378,214.750 (meters)                     COMP
 AA3013  Y           -  -5,224,001.756 (meters)                     COMP
 AA3013  Z           -   3,627,780.507 (meters)                     COMP
 AA3013  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA3013  ELLIP HEIGHT-         164.26  (meters)          (07/29/02) GPS OBS
 AA3013  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AA3013
 AA3013  HORZ ORDER  -  FIRST
 AA3013  ELLP ORDER  -  FOURTH    CLASS I
 AA3013
 AA3013.The horizontal coordinates were established by GPS observations
 AA3013.and adjusted by the National Geodetic Survey in March 1995..
 AA3013
 AA3013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3013
 AA3013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3013
 AA3013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3013
 AA3013.The ellipsoidal height was determined by GPS observations
 AA3013.and is referenced to NAD 83.
 AA3013
 AA3013.The geoid height was determined by GEOID03.
 AA3013
 AA3013;                    North         East     Units Scale Factor Converg.
 AA3013;SPC AL E     -   486,612.575   197,649.885   MT  0.99996007   -0 00 52.9
 AA3013;UTM  16      - 3,861,222.398   604,258.187   MT  0.99973397   +0 39 09.6
 AA3013
 AA3013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3013!SPC AL E     -   0.99997422  x   0.99996007  =   0.99993429
 AA3013!UTM  16      -   0.99997422  x   0.99973397  =   0.99970819
 AA3013
 AA3013:                Primary Azimuth Mark                     Grid Az
 AA3013:SPC AL E     -  36 36                                    183 59 12.3
 AA3013:UTM  16      -  36 36                                    183 19 09.8
 AA3013
 AA3013|---------------------------------------------------------------------|
 AA3013| PID    Reference Object                     Distance      Geod. Az  |
 AA3013|                                                           dddmmss.s |
 AA3013| AA3012 36 36                               430.935 METERS 1835819.4 |
 AA3013|---------------------------------------------------------------------|
 AA3013
 AA3013                          SUPERSEDED SURVEY CONTROL
 AA3013
 AA3013  ELLIP H (03/30/95)  164.32   (m)                       GP(       ) 4 2
 AA3013  NGVD 29 (03/30/95)  193.2    (m)          634.     (f) GPS OBS        
 AA3013
 AA3013.Superseded values are not recommended for survey control.
 AA3013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3013.See file dsdata.txt to determine how the superseded data were derived.
 AA3013
 AA3013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0425861222(NAD 83)
 AA3013_MARKER: DD = SURVEY DISK
 AA3013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3013_SP_SET: CONCRETE POST
 AA3013_STAMPING: 36-37 1993
 AA3013_MARK LOGO: ALHD  
 AA3013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3013+STABILITY: SURFACE MOTION
 AA3013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3013+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3013
 AA3013  HISTORY     - Date     Condition        Report By
 AA3013  HISTORY     - 1993     MONUMENTED       ALHD
 AA3013
 AA3013                          STATION DESCRIPTION
 AA3013
 AA3013'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3013'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA3013'ALA 117 IN STEVENSON. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA3013'72 AND ALA 117 (MILE POST 37.10 ON ALA 117 AND MILE POST 156.75 ON
 AA3013'U.S. 72) AT AN INTERCHANGE IN STEVENSON, DRIVE NORTHWEST ON ALA 117
 AA3013'FOR 3.70 MI (5.95 KM) TO MILE POST 40.80 AND THE STATION ON THE RIGHT.
 AA3013'THE STATION IS 3.1 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 AA3013'ON OLD WOOD POSTS, 37.5 FT (11.4 M) EAST OF THE CENTERLINE OF ALA 117,
 AA3013'68.7 FT (20.9 M) NORTH-NORTHWEST OF A JUNCTION POWER AND CABLE POLE,
 AA3013'173.0 FT (52.7 M) SOUTH OF THE NORTHWEST CROSS TIE CORNER POST OF THE
 AA3013'FENCE, 183.0 FT (55.8 M) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY, 3.3
 AA3013'FT (1.0 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA3013'GROUND. STATION 36-36 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3014 ***********************************************************************
 AA3014  DESIGNATION -  36 38
 AA3014  PID         -  AA3014
 AA3014  STATE/COUNTY-  AL/JACKSON
 AA3014  USGS QUAD   -  WANNVILLE (1970)
 AA3014
 AA3014                         *CURRENT SURVEY CONTROL
 AA3014  ___________________________________________________________________
 AA3014* NAD 83(1992)-  34 45 35.33340(N)    085 54 23.97018(W)     ADJUSTED  
 AA3014* NAVD 88     -       196.5    (meters)     645.     (feet)  VERTCON   
 AA3014  ___________________________________________________________________
 AA3014  X           -     374,453.386 (meters)                     COMP
 AA3014  Y           -  -5,232,420.543 (meters)                     COMP
 AA3014  Z           -   3,616,103.589 (meters)                     COMP
 AA3014  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AA3014  ELLIP HEIGHT-         167.63  (meters)          (07/29/02) GPS OBS
 AA3014  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AA3014
 AA3014  HORZ ORDER  -  FIRST
 AA3014  ELLP ORDER  -  FOURTH    CLASS I
 AA3014
 AA3014.The horizontal coordinates were established by GPS observations
 AA3014.and adjusted by the National Geodetic Survey in March 1995..
 AA3014
 AA3014.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3014
 AA3014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3014
 AA3014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3014
 AA3014.The ellipsoidal height was determined by GPS observations
 AA3014.and is referenced to NAD 83.
 AA3014
 AA3014.The geoid height was determined by GEOID03.
 AA3014
 AA3014;                    North         East     Units Scale Factor Converg.
 AA3014;SPC AL E     -   472,388.969   193,287.058   MT  0.99996056   -0 02 30.5
 AA3014;UTM  16      - 3,846,952.327   600,062.028   MT  0.99972340   +0 37 24.3
 AA3014
 AA3014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3014!SPC AL E     -   0.99997369  x   0.99996056  =   0.99993425
 AA3014!UTM  16      -   0.99997369  x   0.99972340  =   0.99969709
 AA3014
 AA3014                          SUPERSEDED SURVEY CONTROL
 AA3014
 AA3014  ELLIP H (03/30/95)  167.73   (m)                       GP(       ) 4 2
 AA3014  NGVD 29 (03/30/95)  196.5    (m)          645.     (f) GPS OBS        
 AA3014
 AA3014.Superseded values are not recommended for survey control.
 AA3014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3014.See file dsdata.txt to determine how the superseded data were derived.
 AA3014
 AA3014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0006246952(NAD 83)
 AA3014_MARKER: DD = SURVEY DISK
 AA3014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3014_SP_SET: CONCRETE POST
 AA3014_STAMPING: 36-38 1993
 AA3014_MARK LOGO: ALHD  
 AA3014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3014+STABILITY: SURFACE MOTION
 AA3014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3014+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3014
 AA3014  HISTORY     - Date     Condition        Report By
 AA3014  HISTORY     - 1993     MONUMENTED       ALHD
 AA3014
 AA3014                          STATION DESCRIPTION
 AA3014
 AA3014'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3014'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA3014'OF U.S. 72, ABOUT 4.45 MI (7.16 KM) NORTHEAST OF HOLLYWOOD AND ABOUT
 AA3014'8.40 MI (13.52 KM) SOUTHWEST OF STEVENSON. TO REACH THE STATION FROM
 AA3014'THE JUNCTION OF U.S. 72 AND ALA 117 (MILE POST 156.75 ON U.S. 72 AND
 AA3014'MILE POST 37.10 ON ALA 117) AT AN INTERCHANGE IN STEVENSON, DRIVE
 AA3014'SOUTHWEST ON U.S. 72 FOR 8.30 MI (13.36 KM) TO MILE POST 148.30 AND
 AA3014'THE STATION ON THE RIGHT. THE STATION IS 3.3 FT (1.0 M) SOUTHEAST OF A
 AA3014'HOG WIRE FENCE WITH THREE STRANDS OF BARBED WIRE ON RUSTY STEEL POSTS,
 AA3014'39.8 FT (12.1 M) NORTH-NORTHEAST OF THE NORTHEAST ONE OF TWO CONNECTED
 AA3014'WOOD POSTS IN THE FENCE LINE, 46.0 FT (14.0 M) NORTHWEST OF THE CREST
 AA3014'OF A SIX FOOT BACKSLOPE, 62.0 FT (18.9 M) SOUTH-SOUTHWEST OF THE
 AA3014'SOUTHWEST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 112.7 FT
 AA3014'(34.4 M) NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S.
 AA3014'72, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA3014'FLUSH WITH THE GROUND. STATION 36-39 1993 MAY BE USED AS AN AZIMUTH
 AA3014'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3015 ***********************************************************************
 AA3015  DESIGNATION -  36 39
 AA3015  PID         -  AA3015
 AA3015  STATE/COUNTY-  AL/JACKSON
 AA3015  USGS QUAD   -  WANNVILLE (1970)
 AA3015
 AA3015                         *CURRENT SURVEY CONTROL
 AA3015  ___________________________________________________________________
 AA3015* NAD 83(1992)-  34 46 18.76223(N)    085 53 40.44708(W)     ADJUSTED  
 AA3015* NAVD 88     -       189.0    (meters)     620.     (feet)  VERTCON   
 AA3015  ___________________________________________________________________
 AA3015  X           -     375,502.375 (meters)                     COMP
 AA3015  Y           -  -5,231,574.117 (meters)                     COMP
 AA3015  Z           -   3,617,198.752 (meters)                     COMP
 AA3015  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA3015  ELLIP HEIGHT-         160.17  (meters)          (07/29/02) GPS OBS
 AA3015  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AA3015
 AA3015  HORZ ORDER  -  FIRST
 AA3015  ELLP ORDER  -  FOURTH    CLASS I
 AA3015
 AA3015.The horizontal coordinates were established by GPS observations
 AA3015.and adjusted by the National Geodetic Survey in March 1995..
 AA3015
 AA3015.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3015
 AA3015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3015
 AA3015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3015
 AA3015.The ellipsoidal height was determined by GPS observations
 AA3015.and is referenced to NAD 83.
 AA3015
 AA3015.The geoid height was determined by GEOID03.
 AA3015
 AA3015;                    North         East     Units Scale Factor Converg.
 AA3015;SPC AL E     -   473,726.462   194,394.696   MT  0.99996039   -0 02 05.7
 AA3015;UTM  16      - 3,848,302.272   601,153.803   MT  0.99972611   +0 37 49.8
 AA3015
 AA3015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3015!SPC AL E     -   0.99997486  x   0.99996039  =   0.99993525
 AA3015!UTM  16      -   0.99997486  x   0.99972611  =   0.99970098
 AA3015
 AA3015                          SUPERSEDED SURVEY CONTROL
 AA3015
 AA3015  ELLIP H (03/30/95)  160.27   (m)                       GP(       ) 4 2
 AA3015  NGVD 29 (03/30/95)  189.0    (m)          620.     (f) GPS OBS        
 AA3015
 AA3015.Superseded values are not recommended for survey control.
 AA3015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3015.See file dsdata.txt to determine how the superseded data were derived.
 AA3015
 AA3015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0115448302(NAD 83)
 AA3015_MARKER: DD = SURVEY DISK
 AA3015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3015_SP_SET: CONCRETE POST
 AA3015_STAMPING: 36-39 1993
 AA3015_MARK LOGO: ALHD  
 AA3015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3015+STABILITY: SURFACE MOTION
 AA3015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3015+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3015
 AA3015  HISTORY     - Date     Condition        Report By
 AA3015  HISTORY     - 1993     MONUMENTED       ALHD
 AA3015
 AA3015                          STATION DESCRIPTION
 AA3015
 AA3015'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3015'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA3015'OF U.S. 72, ABOUT 5.50 MI (8.85 KM) NORTHEAST OF HOLLYWOOD AND ABOUT
 AA3015'7.35 MI (11.83 KM) SOUTHWEST OF STEVENSON. TO REACH THE STATION FROM
 AA3015'THE JUNCTION OF U.S. 72 AND ALA 117 (MILE POST 156.75 ON U.S. 72 AND
 AA3015'MILE POST 37.10 ON ALA 117) AT AN INTERCHANGE IN STEVENSON, DRIVE
 AA3015'SOUTHWEST ON U.S. 72 FOR 7.20 MI (11.59 KM) TO MILE POST 149.55 AND
 AA3015'THE STATION ON THE LEFT. THE STATION IS 2.7 FT (0.8 M) NORTHWEST OF A
 AA3015'CONCRETE RIGHT OF WAY MARKER, 3.0 FT (0.9 M) NORTHWEST OF A
 AA3015'TWELVE-INCH WOOD POST, 66.9 FT (20.4 M) SOUTHEAST OF THE SOUTHWEST END
 AA3015'OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER JACKSON COUNTY ROAD NO. 116,
 AA3015'74.3 FT (22.6 M) SOUTHEAST OF A DO NOT ENTER AND A JACKSON COUNTY 116
 AA3015'DIRECTIONAL SIGN, 89.1 FT (27.2 M) EAST-NORTHEAST OF THE SOUTHEAST
 AA3015'POST OF A JACKSON CO WILDLIFE MGT AREAS SIGN, 106.0 FT (32.3 M)
 AA3015'SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 72, 119.5
 AA3015'FT (36.4 M) SOUTH OF THE CENTERLINE OF JACKSON COUNTY ROAD NO. 116,
 AA3015'181.4 FT (55.3 M) SOUTHWEST OF A TWELVE-INCH WOOD POST, 182.0 FT (55.5
 AA3015'M) SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER, 188.7 FT (57.5 M)
 AA3015'SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. SS, 190.4 FT (58.0 M)
 AA3015'SOUTHWEST OF A CARSONITE BURIED CABLE MARKER, 191.1 FT (58.2 M)
 AA3015'SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 116 SS, 3.2 FT (1.0 M)
 AA3015'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA3015'STATION 36-38 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2334 ***********************************************************************
 EE2334  DESIGNATION -  36 4
 EE2334  PID         -  EE2334
 EE2334  STATE/COUNTY-  AL/JACKSON
 EE2334  USGS QUAD   -  DUTTON (1983)
 EE2334
 EE2334                         *CURRENT SURVEY CONTROL
 EE2334  ___________________________________________________________________
 EE2334* NAD 83(1992)-  34 32 48.31743(N)    085 54 35.34828(W)     ADJUSTED  
 EE2334* NAVD 88     -       392.5    (meters)    1288.     (feet)  VERTCON   
 EE2334  ___________________________________________________________________
 EE2334  X           -     375,134.876 (meters)                     COMP
 EE2334  Y           -  -5,246,007.727 (meters)                     COMP
 EE2334  Z           -   3,596,771.329 (meters)                     COMP
 EE2334  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 EE2334  ELLIP HEIGHT-         363.57  (meters)          (07/29/02) GPS OBS
 EE2334  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE2334
 EE2334  HORZ ORDER  -  FIRST
 EE2334  ELLP ORDER  -  FOURTH    CLASS I
 EE2334
 EE2334.The horizontal coordinates were established by GPS observations
 EE2334.and adjusted by the National Geodetic Survey in December 1992..
 EE2334
 EE2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2334
 EE2334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EE2334
 EE2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2334
 EE2334.The ellipsoidal height was determined by GPS observations
 EE2334.and is referenced to NAD 83.
 EE2334
 EE2334.The geoid height was determined by GEOID03.
 EE2334
 EE2334;                    North         East     Units Scale Factor Converg.
 EE2334;SPC AL E     -   448,754.474   192,979.765   MT  0.99996061   -0 02 36.1
 EE2334;UTM  16      - 3,823,321.465   600,028.422   MT  0.99972333   +0 37 05.8
 EE2334
 EE2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2334!SPC AL E     -   0.99994293  x   0.99996061  =   0.99990354
 EE2334!UTM  16      -   0.99994293  x   0.99972333  =   0.99966628
 EE2334
 EE2334|---------------------------------------------------------------------|
 EE2334| PID    Reference Object                     Distance      Geod. Az  |
 EE2334|                                                           dddmmss.s |
 EE2334| EE2333 36 3                                393.739 METERS 25857     |
 EE2334| AA3001 36 25                               403.250 METERS 2664629.0 |
 EE2334|---------------------------------------------------------------------|
 EE2334
 EE2334                          SUPERSEDED SURVEY CONTROL
 EE2334
 EE2334  ELLIP H (12/04/92)  363.65   (m)                       GP(       ) 4 1
 EE2334  NAD 83(1992)-  34 32 48.32515(N)    085 54 35.34772(W) AD(       ) 1
 EE2334  NGVD 29 (03/30/95)  392.4    (m)         1287.     (f) GPS OBS        
 EE2334
 EE2334.Superseded values are not recommended for survey control.
 EE2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2334.See file dsdata.txt to determine how the superseded data were derived.
 EE2334
 EE2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0002823321(NAD 83)
 EE2334_MARKER: DD = SURVEY DISK
 EE2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2334_SP_SET: CONCRETE POST
 EE2334_STAMPING: 36 - 4 1990
 EE2334_MARK LOGO: ALHD  
 EE2334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EE2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2334+STABILITY: SURFACE MOTION
 EE2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2334+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1993
 EE2334
 EE2334  HISTORY     - Date     Condition        Report By
 EE2334  HISTORY     - 1990     MONUMENTED       ALHD
 EE2334  HISTORY     - 19931118 GOOD             ALHD
 EE2334
 EE2334                          STATION DESCRIPTION
 EE2334
 EE2334'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2334'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 EE2334'A PAVED JACKSON COUNTY ROAD, ABOUT 8.29 KM (5.15 MI) SOUTHEAST OF
 EE2334'DUTTON AND ABOUT 11.91 KM (7.40 MI) EAST OF LANGSTON.
 EE2334'TO REACH THE STATION FROM THE JUNCTION OF ALA 35 AND ALA 75, MILE POST
 EE2334'32.50 ON ALA 35, DRIVE NORTHWEST ON ALA 35 8.61 KM (5.35 MI) TO MILE
 EE2334'POST 37.85 AND JACKSON COUNTY ROAD NO. 47 ON THE RIGHT, TURN RIGHT ON
 EE2334'JACKSON COUNTY ROAD NO. 47 AND DRIVE NORTH 0.24 KM (0.15 MI) TO A
 EE2334'PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD
 EE2334'AND DRIVE EAST 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 EE2334'THE STATION IS 7.32 M (24.02 FT) NORTH OF THE CENTER OF THE PAVED
 EE2334'COUNTY ROAD, 33.53 M (110.01 FT) WEST OF A WATER VALVE, 35.88 M
 EE2334'(117.72 FT) WEST - NORTHWEST OF A JUNCTION POWER POLE ACROSS THE
 EE2334'PAVED COUNTY ROAD, 41.15 M (135.01 FT) WEST OF THE CENTER OF A GRAVEL
 EE2334'COUNTY ROAD, IS NEAR THE NORTH SIDE OF THE NORTHWEST ALABAMA STATE
 EE2334'JUNIOR COLLEGE CAMPUS, 0.76 M (2.49 FT) SOUTH OF A CARSONITE WITNESS
 EE2334'POST AND SET FLUSH WITH THE GROUND.
 EE2334'STATION 36 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EE2334'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EE2334'MR. PAUL SWADER OR MR. WAYNE WILLIS NORTHWEST ALABAMA STATE JUNIOR
 EE2334'COLLEGE
 EE2334'PHONE 205 - 228 - 6001 SECTION OR SCOTTSBORO OR 205 - 638 - 4418
 EE2334'RAINSVILLE.
 EE2334
 EE2334                          STATION RECOVERY (1993)
 EE2334
 EE2334'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLD)
 EE2334'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 EE2334'A PAVED JACKSON COUNTY ROAD, ABOUT 8.29 KM (5.15 MI) SOUTHEAST OF
 EE2334'DUTTON AND ABOUT 11.91 KM (7.40 MI) EAST OF LANGSTON. TO REACH THE
 EE2334'STATION FROM THE JUNCTION OF ALA 35 AND ALA 75, MILE POST 32.50 ON ALA
 EE2334'35, DRIVE NORTHWEST ON ALA 35 FOR 8.61 KM (5.35 MI) TO MILE POST 37.85
 EE2334'AND JACKSON COUNTY ROAD NO. 47 ON THE RIGHT, TURN RIGHT ON JACKSON
 EE2334'COUNTY ROAD NO. 47 AND DRIVE NORTH FOR 0.24 KM (0.15 MI) TO A PAVED
 EE2334'COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND
 EE2334'DRIVE EAST FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT. THE
 EE2334'STATION IS 7.32 M (24.02 FT) NORTH OF THE CENTER OF THE PAVED COUNTY
 EE2334'ROAD, 33.53 M (110.01 FT) WEST OF A WATER VALVE, 35.88 M (117.72 FT)
 EE2334'WEST-NORTHWEST OF A JUNCTION POWER POLE ACROSS THE PAVED COUNTY ROAD,
 EE2334'41.15 M (135.01 FT) WEST OF THE CENTER OF A GRAVEL COUNTY ROAD, IS
 EE2334'NEAR THE NORTH SIDE OF THE NORTHWEST ALABAMA STATE JUNIOR COLLEGE
 EE2334'CAMPUS, 0.76 M (2.49 FT) SOUTH OF A CARSONITE WITNESS POST AND SET
 EE2334'FLUSH WITH THE GROUND. THE OLD AZIMUTH STATION 36-3 1990 WAS
 EE2334'DESTROYED.  STATION 36-25 WAS SET AND MAY BE USED AS AN AZIMUTH FOR
 EE2334'36-4. BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY - MR. PAUL
 EE2334'SWADER OR MR. WAYNE WILLIS NORTHWEST ALABAMA STATE JUNIOR COLLEGE,
 EE2334'PHONE 205-228-6001 SECTION OR SCOTTSBORO OR 205-638-4418 RAINSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3016 ***********************************************************************
 AA3016  DESIGNATION -  36 40
 AA3016  PID         -  AA3016
 AA3016  STATE/COUNTY-  AL/JACKSON
 AA3016  USGS QUAD   -  WANNVILLE (1970)
 AA3016
 AA3016                         *CURRENT SURVEY CONTROL
 AA3016  ___________________________________________________________________
 AA3016* NAD 83(1992)-  34 52 25.39640(N)    085 59 12.93137(W)     ADJUSTED  
 AA3016* NAVD 88     -       193.3    (meters)     634.     (feet)  VERTCON   
 AA3016  ___________________________________________________________________
 AA3016  X           -     366,617.683 (meters)                     COMP
 AA3016  Y           -  -5,225,740.086 (meters)                     COMP
 AA3016  Z           -   3,626,476.372 (meters)                     COMP
 AA3016  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AA3016  ELLIP HEIGHT-         164.49  (meters)          (07/29/02) GPS OBS
 AA3016  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AA3016
 AA3016  HORZ ORDER  -  FIRST
 AA3016  ELLP ORDER  -  FOURTH    CLASS I
 AA3016
 AA3016.The horizontal coordinates were established by GPS observations
 AA3016.and adjusted by the National Geodetic Survey in March 1995..
 AA3016
 AA3016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3016
 AA3016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3016
 AA3016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3016
 AA3016.The ellipsoidal height was determined by GPS observations
 AA3016.and is referenced to NAD 83.
 AA3016
 AA3016.The geoid height was determined by GEOID03.
 AA3016
 AA3016;                    North         East     Units Scale Factor Converg.
 AA3016;SPC AL E     -   485,033.234   185,957.912   MT  0.99996243   -0 05 16.1
 AA3016;UTM  16      - 3,859,507.424   592,588.217   MT  0.99970565   +0 34 45.4
 AA3016
 AA3016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3016!SPC AL E     -   0.99997418  x   0.99996243  =   0.99993661
 AA3016!UTM  16      -   0.99997418  x   0.99970565  =   0.99967984
 AA3016
 AA3016:                Primary Azimuth Mark                     Grid Az
 AA3016:SPC AL E     -  36 41                                    074 05 41.8
 AA3016:UTM  16      -  36 41                                    073 25 40.3
 AA3016
 AA3016|---------------------------------------------------------------------|
 AA3016| PID    Reference Object                     Distance      Geod. Az  |
 AA3016|                                                           dddmmss.s |
 AA3016| AA3017 36 41                               431.105 METERS 0740025.7 |
 AA3016|---------------------------------------------------------------------|
 AA3016
 AA3016                          SUPERSEDED SURVEY CONTROL
 AA3016
 AA3016  ELLIP H (03/30/95)  164.56   (m)                       GP(       ) 4 2
 AA3016  NGVD 29 (03/30/95)  193.2    (m)          634.     (f) GPS OBS        
 AA3016
 AA3016.Superseded values are not recommended for survey control.
 AA3016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3016.See file dsdata.txt to determine how the superseded data were derived.
 AA3016
 AA3016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9258859507(NAD 83)
 AA3016_MARKER: DD = SURVEY DISK
 AA3016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3016_SP_SET: CONCRETE POST
 AA3016_STAMPING: 36-40 1993
 AA3016_MARK LOGO: ALHD  
 AA3016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3016+STABILITY: SURFACE MOTION
 AA3016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3016+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3016
 AA3016  HISTORY     - Date     Condition        Report By
 AA3016  HISTORY     - 1993     MONUMENTED       ALHD
 AA3016
 AA3016                          STATION DESCRIPTION
 AA3016
 AA3016'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3016'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3016'JACKSON COUNTY GRAVEL ROAD NO. 564, ABOUT 8.55 MI (13.76 KM) WEST OF
 AA3016'STEVENSON AND ABOUT 8.90 MI (14.32 KM) NORTHEAST OF SKYLINE. TO REACH
 AA3016'THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 117 (MILE POST 37.10
 AA3016'ON ALA 117 AND MILE POST 156.75 ON U.S. 72) AT AN INTERCHANGE IN
 AA3016'STEVENSON, DRIVE NORTHWEST ON ALA 117 FOR 2.65 MI (4.26 KM) TO MILE
 AA3016'POST 39.75 AND JACKSON COUNTY ROAD NO. 53 ON THE LEFT, TURN LEFT ON
 AA3016'JACKSON COUNTY ROAD NO. 53 AND DRIVE WEST FOR 3.00 MI (4.83 KM) TO A
 AA3016'Y-INTERSECTION WITH JACKSON COUNTY ROAD NO. 54 ON THE RIGHT AND
 AA3016'JACKSON COUNTY ROAD NO. 53 ON THE LEFT, BEAR LEFT ON JACKSON COUNTY
 AA3016'ROAD NO. 53 AND DRIVE WEST FOR 5.10 MI (8.21 KM) TO JACKSON COUNTY
 AA3016'GRAVEL ROAD NO. 563 ON THE LEFT, TURN LEFT ON JACKSON COUNTY GRAVEL
 AA3016'ROAD NO. 563 AND DRIVE SOUTH FOR 0.55 MI (0.89 KM) TO JACKSON COUNTY
 AA3016'GRAVEL ROAD NO. 564 ON THE RIGHT, TURN RIGHT ON JACKSON COUNTY GRAVEL
 AA3016'ROAD NO. 564 AND DRIVE WEST FOR 0.35 MI (0.56 KM) TO THE STATION ON
 AA3016'THE RIGHT. THE STATION IS 2.9 FT (0.9 M) SOUTH-SOUTHEAST OF A DARK
 AA3016'BROWN BOARD FENCE, 15.0 FT (4.6 M) NORTH-NORTHWEST OF THE CENTER OF
 AA3016'JACKSON COUNTY GRAVEL ROAD NO. 564, 66.5 FT (20.3 M) WEST OF A
 AA3016'TELEPHONE SERVICE POLE ACROSS THE ROAD, 35.8 FT (10.9 M) NORTHWEST OF
 AA3016'THE NORTHEAST END OF A FIFTEEN-INCH CORREGATED METAL POND DRAIN PIPE
 AA3016'ACROSS THE ROAD, 91.3 FT (27.8 M) NORTHEAST OF THE END OF THE BOARD
 AA3016'FENCE ON THE EAST SIDE OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 98.0 FT
 AA3016'(29.9 M) NORTHEAST OF A JUNCTION POWER POLE ACROSS THE ROAD, 117.3 FT
 AA3016'(35.8 M) WEST OF A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD, 2.8 FT
 AA3016'(0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA3016'GROUND. STATION 36-41 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3017 ***********************************************************************
 AA3017  DESIGNATION -  36 41
 AA3017  PID         -  AA3017
 AA3017  STATE/COUNTY-  AL/JACKSON
 AA3017  USGS QUAD   -  WANNVILLE (1970)
 AA3017
 AA3017                         *CURRENT SURVEY CONTROL
 AA3017  ___________________________________________________________________
 AA3017* NAD 83(1992)-  34 52 29.25047(N)    085 58 56.61331(W)     ADJUSTED  
 AA3017* NAVD 88     -       195.6    (meters)     642.     (feet)  VERTCON   
 AA3017  ___________________________________________________________________
 AA3017  X           -     367,026.475 (meters)                     COMP
 AA3017  Y           -  -5,225,645.196 (meters)                     COMP
 AA3017  Z           -   3,626,575.122 (meters)                     COMP
 AA3017  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AA3017  ELLIP HEIGHT-         166.78  (meters)          (07/29/02) GPS OBS
 AA3017  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AA3017
 AA3017  HORZ ORDER  -  FIRST
 AA3017  ELLP ORDER  -  FOURTH    CLASS I
 AA3017
 AA3017.The horizontal coordinates were established by GPS observations
 AA3017.and adjusted by the National Geodetic Survey in March 1995..
 AA3017
 AA3017.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3017.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3017
 AA3017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3017
 AA3017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3017
 AA3017.The ellipsoidal height was determined by GPS observations
 AA3017.and is referenced to NAD 83.
 AA3017
 AA3017.The geoid height was determined by GEOID03.
 AA3017
 AA3017;                    North         East     Units Scale Factor Converg.
 AA3017;SPC AL E     -   485,151.372   186,372.498   MT  0.99996229   -0 05 06.8
 AA3017;UTM  16      - 3,859,630.349   593,001.293   MT  0.99970660   +0 34 54.8
 AA3017
 AA3017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3017!SPC AL E     -   0.99997382  x   0.99996229  =   0.99993611
 AA3017!UTM  16      -   0.99997382  x   0.99970660  =   0.99968043
 AA3017
 AA3017:                Primary Azimuth Mark                     Grid Az
 AA3017:SPC AL E     -  36 40                                    254 05 41.8
 AA3017:UTM  16      -  36 40                                    253 25 40.2
 AA3017
 AA3017|---------------------------------------------------------------------|
 AA3017| PID    Reference Object                     Distance      Geod. Az  |
 AA3017|                                                           dddmmss.s |
 AA3017| AA3016 36 40                               431.105 METERS 2540035.0 |
 AA3017|---------------------------------------------------------------------|
 AA3017
 AA3017                          SUPERSEDED SURVEY CONTROL
 AA3017
 AA3017  ELLIP H (03/30/95)  166.85   (m)                       GP(       ) 4 2
 AA3017  NGVD 29 (03/30/95)  195.6    (m)          642.     (f) GPS OBS        
 AA3017
 AA3017.Superseded values are not recommended for survey control.
 AA3017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3017.See file dsdata.txt to determine how the superseded data were derived.
 AA3017
 AA3017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9300159630(NAD 83)
 AA3017_MARKER: DD = SURVEY DISK
 AA3017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3017_SP_SET: CONCRETE POST
 AA3017_STAMPING: 36-41 1993
 AA3017_MARK LOGO: ALHD  
 AA3017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3017+STABILITY: SURFACE MOTION
 AA3017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3017+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3017
 AA3017  HISTORY     - Date     Condition        Report By
 AA3017  HISTORY     - 1993     MONUMENTED       ALHD
 AA3017
 AA3017                          STATION DESCRIPTION
 AA3017
 AA3017'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3017'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3017'JACKSON COUNTY GRAVEL ROAD NO. 564, ABOUT 8.30 MI (13.36 KM) WEST OF
 AA3017'STEVENSON AND ABOUT 9.15 MI (14.73 KM) NORTHEAST OF SKYLINE. TO REACH
 AA3017'THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 117 (MILE POST 37.10
 AA3017'ON ALA 117 AND MILE POST 156.75 ON U.S. 72) AT AN INTERCHANGE IN
 AA3017'STEVENSON, DRIVE NORTHWEST ON ALA 117 FOR 2.65 MI (4.26 KM) TO MILE
 AA3017'POST 39.75 AND JACKSON COUNTY ROAD NO. 53 ON THE LEFT, TURN LEFT ON
 AA3017'JACKSON COUNTY ROAD NO. 53 AND DRIVE WEST FOR 3.00 MI (4.83 KM) TO A
 AA3017'Y-INTERSECTION WITH JACKSON COUNTY ROAD NO. 54 ON THE RIGHT AND
 AA3017'JACKSON COUNTY ROAD NO. 53 ON THE LEFT, BEAR LEFT ON JACKSON COUNTY
 AA3017'ROAD NO. 53 AND DRIVE WEST FOR 5.10 MI (8.21 KM) TO JACKSON COUNTY
 AA3017'GRAVEL ROAD NO. 563 ON THE LEFT, TURN LEFT ON JACKSON COUNTY GRAVEL
 AA3017'ROAD NO. 563 AND DRIVE SOUTH FOR 0.55 MI (0.89 KM) TO JACKSON COUNTY
 AA3017'GRAVEL ROAD NO. 564 ON THE RIGHT, TURN RIGHT ON JACKSON COUNTY GRAVEL
 AA3017'ROAD NO. 564 AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO THE STATION ON
 AA3017'THE RIGHT. THE STATION IS 3.3 FT (1.0 M) SOUTH-SOUTHEAST OF A DARK
 AA3017'BROWN BOARD FENCE, 17.0 FT (5.2 M) NORTH-NORTHWEST OF THE CENTER OF
 AA3017'JACKSON COUNTY GRAVEL ROAD NO. 564, 85.9 FT (26.2 M) WEST OF A
 AA3017'TELEPHONE SERVICE POLE ACROSS THE ROAD, 86.0 FT (26.2 M) WEST OF THE
 AA3017'NORTHEAST CORNER OF THE FENCE ACROSS THE ROAD, 86.0 FT (26.2 M) WEST
 AA3017'OF TELEPHONE CABLE PEDESTAL NO. 5 1 ACROSS THE ROAD, 2.8 FT (0.9 M)
 AA3017'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA3017'STATION 36-40 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3018 ***********************************************************************
 AA3018  DESIGNATION -  36 42
 AA3018  PID         -  AA3018
 AA3018  STATE/COUNTY-  AL/JACKSON
 AA3018  USGS QUAD   -  HOLLYWOOD (1980)
 AA3018
 AA3018                         *CURRENT SURVEY CONTROL
 AA3018  ___________________________________________________________________
 AA3018* NAD 83(1992)-  34 42 29.04988(N)    085 58 25.10663(W)     ADJUSTED  
 AA3018* NAVD 88     -       195.8    (meters)     642.     (feet)  VERTCON   
 AA3018  ___________________________________________________________________
 AA3018  X           -     368,565.722 (meters)                     COMP
 AA3018  Y           -  -5,236,116.838 (meters)                     COMP
 AA3018  Z           -   3,611,385.537 (meters)                     COMP
 AA3018  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AA3018  ELLIP HEIGHT-         166.90  (meters)          (07/29/02) GPS OBS
 AA3018  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA3018
 AA3018  HORZ ORDER  -  FIRST
 AA3018  ELLP ORDER  -  FOURTH    CLASS I
 AA3018
 AA3018.The horizontal coordinates were established by GPS observations
 AA3018.and adjusted by the National Geodetic Survey in March 1995..
 AA3018
 AA3018.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3018
 AA3018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3018
 AA3018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3018
 AA3018.The ellipsoidal height was determined by GPS observations
 AA3018.and is referenced to NAD 83.
 AA3018
 AA3018.The geoid height was determined by GEOID03.
 AA3018
 AA3018;                    North         East     Units Scale Factor Converg.
 AA3018;SPC AL E     -   466,655.295   187,146.781   MT  0.99996204   -0 04 47.6
 AA3018;UTM  16      - 3,841,149.221   593,990.177   MT  0.99970888   +0 35 04.0
 AA3018
 AA3018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3018!SPC AL E     -   0.99997380  x   0.99996204  =   0.99993584
 AA3018!UTM  16      -   0.99997380  x   0.99970888  =   0.99968269
 AA3018
 AA3018                          SUPERSEDED SURVEY CONTROL
 AA3018
 AA3018  ELLIP H (03/30/95)  167.01   (m)                       GP(       ) 4 2
 AA3018  NGVD 29 (03/30/95)  195.8    (m)          642.     (f) GPS OBS        
 AA3018
 AA3018.Superseded values are not recommended for survey control.
 AA3018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3018.See file dsdata.txt to determine how the superseded data were derived.
 AA3018
 AA3018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9399041149(NAD 83)
 AA3018_MARKER: DD = SURVEY DISK
 AA3018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3018_SP_SET: CONCRETE POST
 AA3018_STAMPING: 36-42 1993
 AA3018_MARK LOGO: ALHD  
 AA3018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3018+STABILITY: SURFACE MOTION
 AA3018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3018+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 AA3018
 AA3018  HISTORY     - Date     Condition        Report By
 AA3018  HISTORY     - 1993     MONUMENTED       ALHD
 AA3018  HISTORY     - 20050224 GOOD             INDIV
 AA3018
 AA3018                          STATION DESCRIPTION
 AA3018
 AA3018'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3018'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA3018'OF U.S. 72 IN HOLLYWOOD. TO REACH THE STATION FROM THE JUNCTION OF
 AA3018'U.S. 72 AND ALA 35 (MILE POST 139.15 ON U.S. 72 AND MILE POST 50.35 ON
 AA3018'ALA 35) AT AN INTERCHANGE IN SCOTTSBORO, DRIVE NORTHEAST ON U.S. 72
 AA3018'FOR 3.90 MI (6.28 KM) TO MILE POST 143.05 AND THE STATION ON THE
 AA3018'RIGHT. THE STATION IS 4.0 FT (1.2 M) NORTHWEST OF A SIX FOOT CHAIN
 AA3018'LINK FENCE, 119.3 FT (36.4 M) SOUTHEAST OF THE CENTERLINE OF THE EAST
 AA3018'BOUND LANES OF U.S. 72, 143.4 FT (43.7 M) SOUTHWEST OF A POWER SERVICE
 AA3018'POLE BESIDE A DOUBLE BILLBOARD, 209.7 FT (63.9 M) EAST-NORTHEAST OF
 AA3018'MILE POST 143 ON THE SOUTHEAST SIDE OF U.S. 72, 3.9 FT (1.2 M)
 AA3018'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA3018'STATION 36-43 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3018
 AA3018                          STATION RECOVERY (2005)
 AA3018
 AA3018'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA3018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3019 ***********************************************************************
 AA3019  DESIGNATION -  36 44
 AA3019  PID         -  AA3019
 AA3019  STATE/COUNTY-  AL/JACKSON
 AA3019  USGS QUAD   -  SCOTTSBORO (1982)
 AA3019
 AA3019                         *CURRENT SURVEY CONTROL
 AA3019  ___________________________________________________________________
 AA3019* NAD 83(1992)-  34 44 36.35763(N)    086 02 01.61284(W)     ADJUSTED  
 AA3019* NAVD 88     -       190.4    (meters)     625.     (feet)  VERTCON   
 AA3019  ___________________________________________________________________
 AA3019  X           -     362,914.540 (meters)                     COMP
 AA3019  Y           -  -5,234,266.994 (meters)                     COMP
 AA3019  Z           -   3,614,606.893 (meters)                     COMP
 AA3019  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA3019  ELLIP HEIGHT-         161.58  (meters)          (07/29/02) GPS OBS
 AA3019  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AA3019
 AA3019  HORZ ORDER  -  FIRST
 AA3019  ELLP ORDER  -  FOURTH    CLASS I
 AA3019
 AA3019.The horizontal coordinates were established by GPS observations
 AA3019.and adjusted by the National Geodetic Survey in March 1995..
 AA3019
 AA3019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3019
 AA3019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3019
 AA3019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3019
 AA3019.The ellipsoidal height was determined by GPS observations
 AA3019.and is referenced to NAD 83.
 AA3019
 AA3019.The geoid height was determined by GEOID03.
 AA3019
 AA3019;                    North         East     Units Scale Factor Converg.
 AA3019;SPC AL E     -   470,587.519   181,645.256   MT  0.99996415   -0 06 51.3
 AA3019;UTM  16      - 3,845,016.356   588,444.855   MT  0.99969641   +0 33 02.5
 AA3019
 AA3019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3019!SPC AL E     -   0.99997464  x   0.99996415  =   0.99993879
 AA3019!UTM  16      -   0.99997464  x   0.99969641  =   0.99967105
 AA3019
 AA3019                          SUPERSEDED SURVEY CONTROL
 AA3019
 AA3019  ELLIP H (03/30/95)  161.67   (m)                       GP(       ) 4 2
 AA3019  NGVD 29 (03/30/95)  190.4    (m)          625.     (f) GPS OBS        
 AA3019
 AA3019.Superseded values are not recommended for survey control.
 AA3019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3019.See file dsdata.txt to determine how the superseded data were derived.
 AA3019
 AA3019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8844545016(NAD 83)
 AA3019_MARKER: DD = SURVEY DISK
 AA3019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3019_SP_SET: CONCRETE POST
 AA3019_STAMPING: 36-44 1993
 AA3019_MARK LOGO: ALHD  
 AA3019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3019+STABILITY: SURFACE MOTION
 AA3019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3019+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3019
 AA3019  HISTORY     - Date     Condition        Report By
 AA3019  HISTORY     - 1993     MONUMENTED       ALHD
 AA3019
 AA3019                          STATION DESCRIPTION
 AA3019
 AA3019'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3019'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3019'JACKSON COUNTY ROAD NO. 31, ABOUT 3.70 MI (5.95 KM) WEST-NORTHWEST OF
 AA3019'HOLLYWOOD AND ABOUT 4.80 MI (7.72 KM) NORTH OF SCOTTSBORO. TO REACH
 AA3019'THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 35 (MILE POST 139.15
 AA3019'ON U.S. 72 AND MILE POST 50.35 ON ALA 35) AT AN INTERCHANGE IN
 AA3019'SCOTTSBORO, DRIVE NORTHEAST ON U.S. 72 FOR 5.10 MI (8.21 KM) TO MILE
 AA3019'POST 144.25 AND JACKSON COUNTY ROAD NO. 33 LEFT AND RIGHT AT A TRAFFIC
 AA3019'LIGHT IN HOLLYWOOD, TURN LEFT ON JACKSON COUNTY ROAD NO. 33 AND DRIVE
 AA3019'NORTHWEST FOR 3.20 MI (5.15 KM) TO JACKSON COUNTY ROAD NO. 31 ON THE
 AA3019'LEFT, TURN LEFT ON JACKSON COUNTY ROAD NO. 31 AND DRIVE WEST FOR 2.30
 AA3019'MI (3.70 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M)
 AA3019'NORTH OF A SIX STRAND BARBED WIRE FENCE ON WOOD POSTS, 13.4 FT (4.1 M)
 AA3019'EAST-NORTHEAST OF A BURIED CABLE WARNING SIGN, 15.6 FT (4.8 M) SOUTH
 AA3019'OF THE CENTERLINE OF JACKSON COUNTY ROAD NO. 31, 99.5 FT (30.3 M)
 AA3019'EAST-SOUTHEAST OF GRAPHIC CURVE SIGN, 3.0 FT (0.9 M) NORTH OF A
 AA3019'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-45
 AA3019'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3020 ***********************************************************************
 AA3020  DESIGNATION -  36 45
 AA3020  PID         -  AA3020
 AA3020  STATE/COUNTY-  AL/JACKSON
 AA3020  USGS QUAD   -  SCOTTSBORO (1982)
 AA3020
 AA3020                         *CURRENT SURVEY CONTROL
 AA3020  ___________________________________________________________________
 AA3020* NAD 83(1992)-  34 44 40.17868(N)    086 01 34.10271(W)     ADJUSTED  
 AA3020* NAVD 88     -       190.7    (meters)     626.     (feet)  VERTCON   
 AA3020  ___________________________________________________________________
 AA3020  X           -     363,608.009 (meters)                     COMP
 AA3020  Y           -  -5,234,151.795 (meters)                     COMP
 AA3020  Z           -   3,614,703.786 (meters)                     COMP
 AA3020  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AA3020  ELLIP HEIGHT-         161.82  (meters)          (07/29/02) GPS OBS
 AA3020  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AA3020
 AA3020  HORZ ORDER  -  FIRST
 AA3020  ELLP ORDER  -  FOURTH    CLASS I
 AA3020
 AA3020.The horizontal coordinates were established by GPS observations
 AA3020.and adjusted by the National Geodetic Survey in March 1995..
 AA3020
 AA3020.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3020
 AA3020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3020
 AA3020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3020
 AA3020.The ellipsoidal height was determined by GPS observations
 AA3020.and is referenced to NAD 83.
 AA3020
 AA3020.The geoid height was determined by GEOID03.
 AA3020
 AA3020;                    North         East     Units Scale Factor Converg.
 AA3020;SPC AL E     -   470,703.893   182,345.223   MT  0.99996384   -0 06 35.6
 AA3020;UTM  16      - 3,845,140.813   589,143.237   MT  0.99969794   +0 33 18.2
 AA3020
 AA3020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3020!SPC AL E     -   0.99997460  x   0.99996384  =   0.99993844
 AA3020!UTM  16      -   0.99997460  x   0.99969794  =   0.99967255
 AA3020
 AA3020                          SUPERSEDED SURVEY CONTROL
 AA3020
 AA3020  ELLIP H (03/30/95)  161.92   (m)                       GP(       ) 4 2
 AA3020  NGVD 29 (03/30/95)  190.7    (m)          626.     (f) GPS OBS        
 AA3020
 AA3020.Superseded values are not recommended for survey control.
 AA3020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3020.See file dsdata.txt to determine how the superseded data were derived.
 AA3020
 AA3020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8914345141(NAD 83)
 AA3020_MARKER: DD = SURVEY DISK
 AA3020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3020_SP_SET: CONCRETE POST
 AA3020_STAMPING: 36-45 1993
 AA3020_MARK LOGO: ALHD  
 AA3020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3020+STABILITY: SURFACE MOTION
 AA3020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3020+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3020
 AA3020  HISTORY     - Date     Condition        Report By
 AA3020  HISTORY     - 1993     MONUMENTED       ALHD
 AA3020
 AA3020                          STATION DESCRIPTION
 AA3020
 AA3020'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3020'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3020'JACKSON COUNTY ROAD NO. 31, ABOUT 3.35 MI (5.39 KM) WEST-NORTHWEST OF
 AA3020'HOLLYWOOD AND ABOUT 4.95 MI (7.97 KM) NORTH OF SCOTTSBORO. TO REACH
 AA3020'THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 35 (MILE POST 139.15
 AA3020'ON U.S. 72 AND MILE POST 50.35 ON ALA 35) AT AN INTERCHANGE IN
 AA3020'SCOTTSBORO, DRIVE NORTHEAST ON U.S. 72 FOR 5.10 MI (8.21 KM) TO MILE
 AA3020'POST 144.25 AND JACKSON COUNTY ROAD NO. 33 LEFT AND RIGHT AT A TRAFFIC
 AA3020'LIGHT IN HOLLYWOOD, TURN LEFT ON JACKSON COUNTY ROAD NO. 33 AND DRIVE
 AA3020'NORTHWEST FOR 3.20 MI (5.15 KM) TO JACKSON COUNTY ROAD NO. 31 ON THE
 AA3020'LEFT, TURN LEFT ON JACKSON COUNTY ROAD NO. 31 AND DRIVE WEST FOR 1.85
 AA3020'MI (2.98 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.9 FT (0.9
 AA3020'M) SOUTH OF A SIX STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL
 AA3020'POSTS, 20.3 FT (6.2 M) NORTH OF THE CENTERLINE OF JACKSON COUNTY ROAD
 AA3020'NO. 31, 31.9 FT (9.7 M) EAST OF A SIX-INCH CEDAR POST IN THE FENCE
 AA3020'LINE, 32.0 FT (9.8 M) WEST-SOUTHWEST OF A SIX-INCH CEDAR POST IN THE
 AA3020'FENCE LINE, 147.5 FT (45.0 M) NORTHEAST OF A JUNCTION POWER POLE WITH
 AA3020'ONE GUY WIRE ACROSS THE ROAD, 182.2 FT (55.5 M) WEST-NORTHWEST OF A
 AA3020'TRANSFORMER POWER POLE ACROSS THE ROAD, 3.0 FT (0.9 M) SOUTH OF A
 AA3020'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-44
 AA3020'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3021 ***********************************************************************
 AA3021  DESIGNATION -  36 46
 AA3021  PID         -  AA3021
 AA3021  STATE/COUNTY-  AL/JACKSON
 AA3021  USGS QUAD   -  MUD CREEK (1982)
 AA3021
 AA3021                         *CURRENT SURVEY CONTROL
 AA3021  ___________________________________________________________________
 AA3021* NAD 83(1992)-  34 51 20.54659(N)    086 06 08.71554(W)     ADJUSTED  
 AA3021* NAVD 88     -       516.6    (meters)    1695.     (feet)  VERTCON   
 AA3021  ___________________________________________________________________
 AA3021  X           -     356,178.701 (meters)                     COMP
 AA3021  Y           -  -5,227,873.004 (meters)                     COMP
 AA3021  Z           -   3,625,021.433 (meters)                     COMP
 AA3021  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AA3021  ELLIP HEIGHT-         487.87  (meters)          (07/29/02) GPS OBS
 AA3021  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AA3021
 AA3021  HORZ ORDER  -  FIRST
 AA3021  ELLP ORDER  -  FOURTH    CLASS I
 AA3021
 AA3021.The horizontal coordinates were established by GPS observations
 AA3021.and adjusted by the National Geodetic Survey in March 1995..
 AA3021
 AA3021.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3021
 AA3021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3021
 AA3021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3021
 AA3021.The ellipsoidal height was determined by GPS observations
 AA3021.and is referenced to NAD 83.
 AA3021
 AA3021.The geoid height was determined by GEOID03.
 AA3021
 AA3021;                    North         East     Units Scale Factor Converg.
 AA3021;SPC AL E     -   483,057.155   175,393.390   MT  0.99996746   -0 09 13.6
 AA3021;UTM  16      - 3,857,409.074   582,050.265   MT  0.99968297   +0 30 46.8
 AA3021
 AA3021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3021!SPC AL E     -   0.99992343  x   0.99996746  =   0.99989089
 AA3021!UTM  16      -   0.99992343  x   0.99968297  =   0.99960642
 AA3021
 AA3021:                Primary Azimuth Mark                     Grid Az
 AA3021:SPC AL E     -  36 47                                    013 24 21.2
 AA3021:UTM  16      -  36 47                                    012 44 20.8
 AA3021
 AA3021|---------------------------------------------------------------------|
 AA3021| PID    Reference Object                     Distance      Geod. Az  |
 AA3021|                                                           dddmmss.s |
 AA3021| AA3022 36 47                               402.502 METERS 0131507.6 |
 AA3021|---------------------------------------------------------------------|
 AA3021
 AA3021                          SUPERSEDED SURVEY CONTROL
 AA3021
 AA3021  ELLIP H (03/30/95)  487.94   (m)                       GP(       ) 4 2
 AA3021  NGVD 29 (03/30/95)  516.6    (m)         1695.     (f) GPS OBS        
 AA3021
 AA3021.Superseded values are not recommended for survey control.
 AA3021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3021.See file dsdata.txt to determine how the superseded data were derived.
 AA3021
 AA3021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8205057409(NAD 83)
 AA3021_MARKER: DD = SURVEY DISK
 AA3021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3021_SP_SET: CONCRETE POST
 AA3021_STAMPING: 36-46 1993
 AA3021_MARK LOGO: ALHD  
 AA3021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3021+STABILITY: SURFACE MOTION
 AA3021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3021+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3021
 AA3021  HISTORY     - Date     Condition        Report By
 AA3021  HISTORY     - 1993     MONUMENTED       ALHD
 AA3021
 AA3021                          STATION DESCRIPTION
 AA3021
 AA3021'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3021'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA3021'ALA 79, ABOUT 3.20 MI (5.15 KM) NORTH-NORTHEAST OF SKYLINE AND ABOUT
 AA3021'11.70 MI (18.83 KM) NORTHWEST OF HOLLYWOOD. TO REACH THE STATION FROM
 AA3021'THE JUNCTION OF U.S. 72 AND ALA 79 (MILE POST 92.25 ON ALA 79 AND MILE
 AA3021'POST 133.40 ON U.S. 72) IN THE WEST SIDE OF SCOTTSBORO, DRIVE NORTH ON
 AA3021'ALA 79 FOR 4.95 MI (7.97 KM) TO MILE POST 97.20 AND ALA 35 LEFT AND
 AA3021'RIGHT, CONTINUE NORTH ON ALA 79 FOR 12.15 MI (19.55 KM) TO MILE POST
 AA3021'109.35 AND ALA 146 ON THE LEFT, CONTINUE NORTH ON ALA 79 FOR 0.30 MI
 AA3021'(0.48 KM) TO MILE POST 109.65 AND THE STATION ON THE LEFT. THE STATION
 AA3021'IS 2.7 FT (0.8 M) EAST OF A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD
 AA3021'POSTS, 19.0 FT (5.8 M) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 AA3021'FENCE, 27.5 FT (8.4 M) NORTH OF THE CENTER OF A GRAVEL FIELD ROAD,
 AA3021'42.2 FT (12.9 M) NORTH OF THE CENTER OF A PLASTIC WATER METER BOX,
 AA3021'59.0 FT (18.0 M) WEST OF THE CENTERLINE OF ALA 79, 2.9 FT (0.9 M) EAST
 AA3021'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA3021'36-47 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3022 ***********************************************************************
 AA3022  DESIGNATION -  36 47
 AA3022  PID         -  AA3022
 AA3022  STATE/COUNTY-  AL/JACKSON
 AA3022  USGS QUAD   -  MUD CREEK (1982)
 AA3022
 AA3022                         *CURRENT SURVEY CONTROL
 AA3022  ___________________________________________________________________
 AA3022* NAD 83(1992)-  34 51 33.26017(N)    086 06 05.08311(W)     ADJUSTED  
 AA3022* NAVD 88     -       518.6    (meters)    1701.     (feet)  VERTCON   
 AA3022  ___________________________________________________________________
 AA3022  X           -     356,255.650 (meters)                     COMP
 AA3022  Y           -  -5,227,644.910 (meters)                     COMP
 AA3022  Z           -   3,625,344.060 (meters)                     COMP
 AA3022  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AA3022  ELLIP HEIGHT-         489.82  (meters)          (07/29/02) GPS OBS
 AA3022  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AA3022
 AA3022  HORZ ORDER  -  FIRST
 AA3022  ELLP ORDER  -  FOURTH    CLASS I
 AA3022
 AA3022.The horizontal coordinates were established by GPS observations
 AA3022.and adjusted by the National Geodetic Survey in March 1995..
 AA3022
 AA3022.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3022
 AA3022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3022
 AA3022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3022
 AA3022.The ellipsoidal height was determined by GPS observations
 AA3022.and is referenced to NAD 83.
 AA3022
 AA3022.The geoid height was determined by GEOID03.
 AA3022
 AA3022;                    North         East     Units Scale Factor Converg.
 AA3022;SPC AL E     -   483,448.677   175,486.706   MT  0.99996740   -0 09 11.6
 AA3022;UTM  16      - 3,857,801.543   582,138.993   MT  0.99968315   +0 30 49.1
 AA3022
 AA3022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3022!SPC AL E     -   0.99992312  x   0.99996740  =   0.99989052
 AA3022!UTM  16      -   0.99992312  x   0.99968315  =   0.99960629
 AA3022
 AA3022:                Primary Azimuth Mark                     Grid Az
 AA3022:SPC AL E     -  36 46                                    193 24 21.3
 AA3022:UTM  16      -  36 46                                    192 44 20.6
 AA3022
 AA3022|---------------------------------------------------------------------|
 AA3022| PID    Reference Object                     Distance      Geod. Az  |
 AA3022|                                                           dddmmss.s |
 AA3022| AA3021 36 46                               402.502 METERS 1931509.7 |
 AA3022|---------------------------------------------------------------------|
 AA3022
 AA3022                          SUPERSEDED SURVEY CONTROL
 AA3022
 AA3022  ELLIP H (03/30/95)  489.89   (m)                       GP(       ) 4 2
 AA3022  NGVD 29 (03/30/95)  518.5    (m)         1701.     (f) GPS OBS        
 AA3022
 AA3022.Superseded values are not recommended for survey control.
 AA3022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3022.See file dsdata.txt to determine how the superseded data were derived.
 AA3022
 AA3022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8213957802(NAD 83)
 AA3022_MARKER: DD = SURVEY DISK
 AA3022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3022_SP_SET: CONCRETE POST
 AA3022_STAMPING: 36-47 1993
 AA3022_MARK LOGO: ALHD  
 AA3022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3022+STABILITY: SURFACE MOTION
 AA3022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3022+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3022
 AA3022  HISTORY     - Date     Condition        Report By
 AA3022  HISTORY     - 1993     MONUMENTED       ALHD
 AA3022
 AA3022                          STATION DESCRIPTION
 AA3022
 AA3022'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3022'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA3022'ALA 79, ABOUT 3.50 MI (5.63 KM) NORTH-NORTHEAST OF SKYLINE AND ABOUT
 AA3022'11.85 MI (19.07 KM) NORTHWEST OF HOLLYWOOD. TO REACH THE STATION FROM
 AA3022'THE JUNCTION OF U.S. 72 AND ALA 79 (MILE POST 92.25 ON ALA 79 AND MILE
 AA3022'POST 133.40 ON U.S. 72) ON THE WEST SIDE OF SCOTTSBORO, DRIVE NORTH ON
 AA3022'ALA 79 FOR 4.95 MI (7.97 KM) TO MILE POST 97.20 AND ALA 35 LEFT AND
 AA3022'RIGHT, CONTINUE NORTH ON ALA 79 FOR 12.15 MI (19.55 KM) TO MILE POST
 AA3022'109.35 AND ALA 146 ON THE LEFT, CONTINUE NORTH ON ALA 79 FOR 0.55 MI
 AA3022'(0.89 KM) TO MILE POST 109.90 AND THE STATION ON THE RIGHT. THE
 AA3022'STATION IS 2.9 FT (0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE ON
 AA3022'OLD WOOD POSTS, 34.0 FT (10.4 M) SOUTH OF AN UNUSED GRAVEL FIELD ROAD,
 AA3022'38.0 FT (11.6 M) SOUTHEAST OF THE SOUTH END OF A FIFTEEN-INCH
 AA3022'CORREGATED METAL PIPE UNDER A GRAVEL FIELD ROAD, 50.0 FT (15.2 M)
 AA3022'SOUTH OF A FENCE JUNCTION, 54.0 FT (16.5 M) EAST OF THE CENTERLINE OF
 AA3022'ALA 79, 129.0 FT (39.3 M) NORTHEAST OF THE NORTHEAST CORNER OF A
 AA3022'GREENHOUSE ACROSS THE ROAD, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS
 AA3022'POST, AND SET FLUSH WITH THE GROUND. STATION 36-46 1993 MAY BE USED AS
 AA3022'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3023 ***********************************************************************
 AA3023  DESIGNATION -  36 48
 AA3023  PID         -  AA3023
 AA3023  STATE/COUNTY-  AL/JACKSON
 AA3023  USGS QUAD   -  MUD CREEK (1982)
 AA3023
 AA3023                         *CURRENT SURVEY CONTROL
 AA3023  ___________________________________________________________________
 AA3023* NAD 83(1992)-  34 46 41.34695(N)    086 07 03.12062(W)     ADJUSTED  
 AA3023* NAVD 88     -       477.9    (meters)    1568.     (feet)  VERTCON   
 AA3023  ___________________________________________________________________
 AA3023  X           -     355,130.255 (meters)                     COMP
 AA3023  Y           -  -5,232,836.493 (meters)                     COMP
 AA3023  Z           -   3,617,935.241 (meters)                     COMP
 AA3023  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AA3023  ELLIP HEIGHT-         449.11  (meters)          (07/29/02) GPS OBS
 AA3023  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AA3023
 AA3023  HORZ ORDER  -  FIRST
 AA3023  ELLP ORDER  -  FOURTH    CLASS I
 AA3023
 AA3023.The horizontal coordinates were established by GPS observations
 AA3023.and adjusted by the National Geodetic Survey in March 1995..
 AA3023
 AA3023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3023
 AA3023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3023
 AA3023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3023
 AA3023.The ellipsoidal height was determined by GPS observations
 AA3023.and is referenced to NAD 83.
 AA3023
 AA3023.The geoid height was determined by GEOID03.
 AA3023
 AA3023;                    North         East     Units Scale Factor Converg.
 AA3023;SPC AL E     -   474,457.489   173,987.062   MT  0.99996834   -0 09 43.6
 AA3023;UTM  16      - 3,848,796.104   580,744.387   MT  0.99968035   +0 30 12.2
 AA3023
 AA3023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3023!SPC AL E     -   0.99992951  x   0.99996834  =   0.99989785
 AA3023!UTM  16      -   0.99992951  x   0.99968035  =   0.99960988
 AA3023
 AA3023|---------------------------------------------------------------------|
 AA3023| PID    Reference Object                     Distance      Geod. Az  |
 AA3023|                                                           dddmmss.s |
 AA3023| AA3024 36 49                               394.560 METERS 35247     |
 AA3023|---------------------------------------------------------------------|
 AA3023
 AA3023                          SUPERSEDED SURVEY CONTROL
 AA3023
 AA3023  ELLIP H (03/30/95)  449.18   (m)                       GP(       ) 4 2
 AA3023  NGVD 29 (03/30/95)  477.9    (m)         1568.     (f) GPS OBS        
 AA3023
 AA3023.Superseded values are not recommended for survey control.
 AA3023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3023.See file dsdata.txt to determine how the superseded data were derived.
 AA3023
 AA3023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8074448796(NAD 83)
 AA3023_MARKER: DD = SURVEY DISK
 AA3023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3023_SP_SET: CONCRETE POST
 AA3023_STAMPING: 36-48 1993
 AA3023_MARK LOGO: ALHD  
 AA3023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3023+STABILITY: SURFACE MOTION
 AA3023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3023+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3023
 AA3023  HISTORY     - Date     Condition        Report By
 AA3023  HISTORY     - 1993     MONUMENTED       ALHD
 AA3023
 AA3023                          STATION DESCRIPTION
 AA3023
 AA3023'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3023'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA3023'ALA 79 IN SKYLINE. TO REACH THE STATION FROM THE JUNCTION OF U.S. 72
 AA3023'AND ALA 79 (MILE POST 92.25 ON ALA 79 AND MILE POST 133.40 ON U.S. 72)
 AA3023'ON THE WEST SIDE OF SCOTTSBORO, DRIVE NORTH ON ALA 79 FOR 4.95 MI
 AA3023'(7.97 KM) TO MILE POST 97.20 AND ALA 35 LEFT AND RIGHT, CONTINUE NORTH
 AA3023'ON ALA 79 FOR 6.90 MI (11.10 KM) TO MILE POST 104.10 AND THE STATION
 AA3023'ON THE RIGHT. THE STATION IS 39.2 FT (11.9 M) NORTHEAST OF A SPEED
 AA3023'LIMIT 55 SIGN, 53.0 FT (16.2 M) EAST OF THE CENTERLINE OF ALA 79, 56.7
 AA3023'FT (17.3 M) NORTH-NORTHWEST OF A CABLE POLE, 1.8 FT (0.5 M) WEST OF A
 AA3023'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-49
 AA3023'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3024 ***********************************************************************
 AA3024  DESIGNATION -  36 49
 AA3024  PID         -  AA3024
 AA3024  STATE/COUNTY-  AL/JACKSON
 AA3024  USGS QUAD   -  MUD CREEK (1982)
 AA3024
 AA3024                         *CURRENT SURVEY CONTROL
 AA3024  ___________________________________________________________________
 AA3024* NAD 83(1992)-  34 46 54.04917(N)    086 07 05.07212(W)     ADJUSTED  
 AA3024* NAVD 88     -       481.8    (meters)    1581.     (feet)  VERTCON   
 AA3024  ___________________________________________________________________
 AA3024  X           -     355,065.846 (meters)                     COMP
 AA3024  Y           -  -5,232,620.265 (meters)                     COMP
 AA3024  Z           -   3,618,258.987 (meters)                     COMP
 AA3024  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 AA3024  ELLIP HEIGHT-         453.01  (meters)          (07/29/02) GPS OBS
 AA3024  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 AA3024
 AA3024  HORZ ORDER  -  FIRST
 AA3024  ELLP ORDER  -  FOURTH    CLASS I
 AA3024
 AA3024.The horizontal coordinates were established by GPS observations
 AA3024.and adjusted by the National Geodetic Survey in March 1995..
 AA3024
 AA3024.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3024
 AA3024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3024
 AA3024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3024
 AA3024.The ellipsoidal height was determined by GPS observations
 AA3024.and is referenced to NAD 83.
 AA3024
 AA3024.The geoid height was determined by GEOID03.
 AA3024
 AA3024;                    North         East     Units Scale Factor Converg.
 AA3024;SPC AL E     -   474,849.043   173,938.554   MT  0.99996837   -0 09 44.8
 AA3024;UTM  16      - 3,849,186.956   580,691.350   MT  0.99968025   +0 30 11.2
 AA3024
 AA3024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3024!SPC AL E     -   0.99992890  x   0.99996837  =   0.99989727
 AA3024!UTM  16      -   0.99992890  x   0.99968025  =   0.99960917
 AA3024
 AA3024|---------------------------------------------------------------------|
 AA3024| PID    Reference Object                     Distance      Geod. Az  |
 AA3024|                                                           dddmmss.s |
 AA3024| AA3023 36 48                               394.560 METERS 17247     |
 AA3024|---------------------------------------------------------------------|
 AA3024
 AA3024                          SUPERSEDED SURVEY CONTROL
 AA3024
 AA3024  ELLIP H (03/30/95)  453.09   (m)                       GP(       ) 4 2
 AA3024  NGVD 29 (03/30/95)  481.8    (m)         1581.     (f) GPS OBS        
 AA3024
 AA3024.Superseded values are not recommended for survey control.
 AA3024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3024.See file dsdata.txt to determine how the superseded data were derived.
 AA3024
 AA3024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8069149187(NAD 83)
 AA3024_MARKER: DD = SURVEY DISK
 AA3024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3024_SP_SET: CONCRETE POST
 AA3024_STAMPING: 36-49 1993
 AA3024_MARK LOGO: ALHD  
 AA3024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3024+STABILITY: SURFACE MOTION
 AA3024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3024+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3024
 AA3024  HISTORY     - Date     Condition        Report By
 AA3024  HISTORY     - 1993     MONUMENTED       ALHD
 AA3024
 AA3024                          STATION DESCRIPTION
 AA3024
 AA3024'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3024'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA3024'ALA 79 IN SKYLINE. TO REACH THE STATION FROM THE JUNCTION OF U.S. 72
 AA3024'AND ALA 79 (MILE POST 92.25 ON ALA 79 AND MILE POST 133.40 ON U.S. 72)
 AA3024'ON THE WEST SIDE OF SCOTTSBORO, DRIVE NORTH ON ALA 79 FOR 4.95 MI
 AA3024'(7.97 KM) TO MILE POST 97.20 AND ALA 35 LEFT AND RIGHT, CONTINUE NORTH
 AA3024'ON ALA 79 FOR 7.15 MI (11.51 KM) TO MILE POST 104.35 AND THE STATION
 AA3024'ON THE RIGHT. THE STATION IS 33.3 FT (10.1 M) SOUTH-SOUTHEAST OF A
 AA3024'JUNCTION CABLE POLE WITH ONE GUY WIRE, 61.5 FT (18.7 M) EAST-NORTHEAST
 AA3024'OF THE CENTERLINE OF ALA 79, 65.7 FT (20.0 M) EAST-SOUTHEAST OF A J.
 AA3024'C. DOLBERRY RT 1 BOX 147 SCOTTSBORO ALA ZIP 35768 MAIL BOX, 1.6 FT
 AA3024'(0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA3024'GROUND. STATION 36-48 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1717 ***********************************************************************
 EF1717  DESIGNATION -  36 5
 EF1717  PID         -  EF1717
 EF1717  STATE/COUNTY-  AL/JACKSON
 EF1717  USGS QUAD   -  HOLLYTREE (1982)
 EF1717
 EF1717                         *CURRENT SURVEY CONTROL
 EF1717  ___________________________________________________________________
 EF1717* NAD 83(1992)-  34 47 36.74072(N)    086 15 07.35330(W)     ADJUSTED  
 EF1717* NAVD 88     -       190.9    (meters)     626.     (feet)  VERTCON   
 EF1717  ___________________________________________________________________
 EF1717  X           -     342,765.473 (meters)                     COMP
 EF1717  Y           -  -5,232,448.746 (meters)                     COMP
 EF1717  Z           -   3,619,173.508 (meters)                     COMP
 EF1717  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 EF1717  ELLIP HEIGHT-         162.10  (meters)          (07/29/02) GPS OBS
 EF1717  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EF1717
 EF1717  HORZ ORDER  -  FIRST
 EF1717  ELLP ORDER  -  FOURTH    CLASS I
 EF1717
 EF1717.The horizontal coordinates were established by GPS observations
 EF1717.and adjusted by the National Geodetic Survey in December 1992..
 EF1717
 EF1717.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1717
 EF1717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1717
 EF1717.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1717
 EF1717.The ellipsoidal height was determined by GPS observations
 EF1717.and is referenced to NAD 83.
 EF1717
 EF1717.The geoid height was determined by GEOID03.
 EF1717
 EF1717;                    North         East     Units Scale Factor Converg.
 EF1717;SPC AL E     -   476,207.514   161,682.452   MT  0.99997809   -0 14 20.1
 EF1717;UTM  16      - 3,850,402.580   568,424.026   MT  0.99965770   +0 25 36.5
 EF1717
 EF1717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1717!SPC AL E     -   0.99997456  x   0.99997809  =   0.99995265
 EF1717!UTM  16      -   0.99997456  x   0.99965770  =   0.99963226
 EF1717
 EF1717:                Primary Azimuth Mark                     Grid Az
 EF1717:SPC AL E     -  36 6                                     005 01 44.2
 EF1717:UTM  16      -  36 6                                     004 21 47.6
 EF1717
 EF1717|---------------------------------------------------------------------|
 EF1717| PID    Reference Object                     Distance      Geod. Az  |
 EF1717|                                                           dddmmss.s |
 EF1717| EF1718 36 6                                438.816 METERS 0044724.1 |
 EF1717|---------------------------------------------------------------------|
 EF1717
 EF1717                          SUPERSEDED SURVEY CONTROL
 EF1717
 EF1717  ELLIP H (12/04/92)  162.19   (m)                       GP(       ) 4 1
 EF1717  NAD 83(1992)-  34 47 36.74711(N)    086 15 07.34618(W) AD(       ) 1
 EF1717  NGVD 29 (12/04/92)  190.9    (m)          626.     (f) GPS OBS        
 EF1717
 EF1717.Superseded values are not recommended for survey control.
 EF1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1717.See file dsdata.txt to determine how the superseded data were derived.
 EF1717
 EF1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6842450403(NAD 83)
 EF1717_MARKER: DD = SURVEY DISK
 EF1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1717_SP_SET: CONCRETE POST
 EF1717_STAMPING: 36 - 5 1990
 EF1717_MARK LOGO: ALHD  
 EF1717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1717+STABILITY: SURFACE MOTION
 EF1717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1717+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1991
 EF1717
 EF1717  HISTORY     - Date     Condition        Report By
 EF1717  HISTORY     - 1990     MONUMENTED       ALHD
 EF1717  HISTORY     - 19910206 GOOD
 EF1717
 EF1717                          STATION DESCRIPTION
 EF1717
 EF1717'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1717'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 EF1717'ALA 65, ABOUT 11.75 KM (7.30 MI) WEST OF SKYLINE AND ABOUT 16.58 KM
 EF1717'(10.30 MI) NORTH - NORTHEAST OF PAINT ROCK.
 EF1717'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 65, MILE
 EF1717'POST 116.30 ON U. S. 72, DRIVE NORTH ON ALA 65 17.62 KM (10.95 MI) TO
 EF1717'MILE POST 10.95 AND THE STATION ON THE RIGHT.
 EF1717'THE STATION IS 10.64 M (34.91 FT) EAST OF THE CENTERLINE OF ALA 65,
 EF1717'32.46 M (106.50 FT) SOUTH OF A POWER POLE, 34.02 M (111.61 FT) NORTH
 EF1717'- NORTHWEST OF A POWER POLE, 0.84 M (2.76 FT) WEST OF A CARSONITE
 EF1717'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1717'STATION 36 - 6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1717
 EF1717                          STATION RECOVERY (1991)
 EF1717
 EF1717'RECOVERED 1991
 EF1717'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3025 ***********************************************************************
 AA3025  DESIGNATION -  36 50
 AA3025  PID         -  AA3025
 AA3025  STATE/COUNTY-  AL/JACKSON
 AA3025  USGS QUAD   -  SCOTTSBORO (1982)
 AA3025
 AA3025                         *CURRENT SURVEY CONTROL
 AA3025  ___________________________________________________________________
 AA3025* NAD 83(1992)-  34 41 27.69381(N)    086 05 24.00294(W)     ADJUSTED  
 AA3025* NAVD 88     -       191.6    (meters)     629.     (feet)  VERTCON   
 AA3025  ___________________________________________________________________
 AA3025  X           -     358,004.273 (meters)                     COMP
 AA3025  Y           -  -5,237,924.928 (meters)                     COMP
 AA3025  Z           -   3,609,828.648 (meters)                     COMP
 AA3025  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AA3025  ELLIP HEIGHT-         162.67  (meters)          (07/29/02) GPS OBS
 AA3025  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AA3025
 AA3025  HORZ ORDER  -  FIRST
 AA3025  ELLP ORDER  -  FOURTH    CLASS I
 AA3025
 AA3025.The horizontal coordinates were established by GPS observations
 AA3025.and adjusted by the National Geodetic Survey in March 1995..
 AA3025
 AA3025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3025
 AA3025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3025
 AA3025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3025
 AA3025.The ellipsoidal height was determined by GPS observations
 AA3025.and is referenced to NAD 83.
 AA3025
 AA3025.The geoid height was determined by GEOID03.
 AA3025
 AA3025;                    North         East     Units Scale Factor Converg.
 AA3025;SPC AL E     -   464,785.685   176,482.475   MT  0.99996681   -0 08 45.9
 AA3025;UTM  16      - 3,839,156.648   583,351.103   MT  0.99968563   +0 31 04.6
 AA3025
 AA3025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3025!SPC AL E     -   0.99997447  x   0.99996681  =   0.99994128
 AA3025!UTM  16      -   0.99997447  x   0.99968563  =   0.99966010
 AA3025
 AA3025                          SUPERSEDED SURVEY CONTROL
 AA3025
 AA3025  ELLIP H (03/30/95)  162.76   (m)                       GP(       ) 4 2
 AA3025  NGVD 29 (03/30/95)  191.6    (m)          629.     (f) GPS OBS        
 AA3025
 AA3025.Superseded values are not recommended for survey control.
 AA3025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3025.See file dsdata.txt to determine how the superseded data were derived.
 AA3025
 AA3025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8335139157(NAD 83)
 AA3025_MARKER: DD = SURVEY DISK
 AA3025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3025_SP_SET: CONCRETE POST
 AA3025_STAMPING: 36-50 1993
 AA3025_MARK LOGO: ALHD  
 AA3025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3025+STABILITY: SURFACE MOTION
 AA3025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3025+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3025
 AA3025  HISTORY     - Date     Condition        Report By
 AA3025  HISTORY     - 1993     MONUMENTED       ALHD
 AA3025
 AA3025                          STATION DESCRIPTION
 AA3025
 AA3025'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3025'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3025'JACKSON COUNTY ROAD NO. 30 IN SCOTTSBORO. TO REACH THE STATION FROM
 AA3025'THE JUNCTION OF U.S. 72 AND ALA 79 (MILE POST 92.25 ON ALA 79 AND MILE
 AA3025'POST 133.40 ON U.S. 72) ON THE WEST SIDE OF SCOTTSBORO, DRIVE NORTH ON
 AA3025'ALA 79 FOR 4.95 MI (7.97 KM) TO MILE POST 97.20 AND ALA 35 LEFT AND
 AA3025'RIGHT, CONTINUE NORTH ON ALA 79 FOR 1.45 MI (2.33 KM) TO MILE POST
 AA3025'98.65 AND JACKSON COUNTY ROAD NO. 30 LEFT AND RIGHT, TURN RIGHT ON
 AA3025'JACKSON COUNTY ROAD NO. 30 AND DRIVE SOUTHEAST FOR 1.55 MI (2.49 KM)
 AA3025'TO THE STATION ON THE RIGHT. THE STATION IS 31.8 FT (9.7 M)
 AA3025'NORTH-NORTHEAST OF THE NORTH RAIL OF A RAILROAD, 38.3 FT (11.7 M) EAST
 AA3025'OF THE NORTHEAST CORNER OF A RAILROAD EQUIPMENT CABINET, 39.0 FT (11.9
 AA3025'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF JACKSON COUNTY ROAD NO. 30,
 AA3025'84.0 FT (25.6 M) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA3025'89.7 FT (27.3 M) WEST-SOUTHWEST OF A TRANSFORMER POWER POLE ACROSS THE
 AA3025'ROAD, 104.7 FT (31.9 M) EAST OF A POWER SERVICE POLE WITH AN ELECTRIC
 AA3025'METER, 146.2 FT (44.6 M) EAST OF RAILROAD SIGNAL 3009 ON THE NORTH
 AA3025'SIDE OF THE RAILROAD, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS
 AA3025'POST, AND SET FLUSH WITH THE GROUND. STATION 36-51 1993 MAY BE USED AS
 AA3025'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3026 ***********************************************************************
 AA3026  DESIGNATION -  36 51
 AA3026  PID         -  AA3026
 AA3026  STATE/COUNTY-  AL/JACKSON
 AA3026  USGS QUAD   -  SCOTTSBORO (1982)
 AA3026
 AA3026                         *CURRENT SURVEY CONTROL
 AA3026  ___________________________________________________________________
 AA3026* NAD 83(1992)-  34 41 20.30572(N)    086 05 05.25265(W)     ADJUSTED  
 AA3026* NAVD 88     -       189.5    (meters)     622.     (feet)  VERTCON   
 AA3026  ___________________________________________________________________
 AA3026  X           -     358,489.149 (meters)                     COMP
 AA3026  Y           -  -5,238,019.913 (meters)                     COMP
 AA3026  Z           -   3,609,640.251 (meters)                     COMP
 AA3026  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AA3026  ELLIP HEIGHT-         160.57  (meters)          (07/29/02) GPS OBS
 AA3026  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AA3026
 AA3026  HORZ ORDER  -  FIRST
 AA3026  ELLP ORDER  -  FOURTH    CLASS I
 AA3026
 AA3026.The horizontal coordinates were established by GPS observations
 AA3026.and adjusted by the National Geodetic Survey in March 1995..
 AA3026
 AA3026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3026
 AA3026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3026
 AA3026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3026
 AA3026.The ellipsoidal height was determined by GPS observations
 AA3026.and is referenced to NAD 83.
 AA3026
 AA3026.The geoid height was determined by GEOID03.
 AA3026
 AA3026;                    North         East     Units Scale Factor Converg.
 AA3026;SPC AL E     -   464,556.823   176,959.136   MT  0.99996654   -0 08 35.2
 AA3026;UTM  16      - 3,838,933.388   583,830.250   MT  0.99968662   +0 31 15.2
 AA3026
 AA3026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3026!SPC AL E     -   0.99997480  x   0.99996654  =   0.99994134
 AA3026!UTM  16      -   0.99997480  x   0.99968662  =   0.99966142
 AA3026
 AA3026                          SUPERSEDED SURVEY CONTROL
 AA3026
 AA3026  ELLIP H (03/30/95)  160.66   (m)                       GP(       ) 4 2
 AA3026  NGVD 29 (03/30/95)  189.4    (m)          621.     (f) GPS OBS        
 AA3026
 AA3026.Superseded values are not recommended for survey control.
 AA3026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3026.See file dsdata.txt to determine how the superseded data were derived.
 AA3026
 AA3026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8383038933(NAD 83)
 AA3026_MARKER: DD = SURVEY DISK
 AA3026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3026_SP_SET: CONCRETE POST
 AA3026_STAMPING: 36-51 1993
 AA3026_MARK LOGO: ALHD  
 AA3026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3026+STABILITY: SURFACE MOTION
 AA3026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3026+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3026
 AA3026  HISTORY     - Date     Condition        Report By
 AA3026  HISTORY     - 1993     MONUMENTED       ALHD
 AA3026
 AA3026                          STATION DESCRIPTION
 AA3026
 AA3026'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3026'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3026'JACKSON COUNTY ROAD NO. 30 IN SCOTTSBORO. TO REACH THE STATION FROM
 AA3026'THE JUNCTION OF U.S. 72 AND ALA 79 (MILE POST 92.25 ON ALA 79 AND MILE
 AA3026'POST 133.40 ON U.S. 72) ON THE WEST SIDE OF SCOTTSBORO, DRIVE NORTH ON
 AA3026'ALA 79 FOR 4.95 MI (7.97 KM) TO MILE POST 97.20 AND ALA 35 LEFT AND
 AA3026'RIGHT, CONTINUE NORTH ON ALA 79 FOR 1.45 MI (2.33 KM) TO MILE POST
 AA3026'98.65 AND JACKSON COUNTY ROAD NO. 30 LEFT AND RIGHT, TURN RIGHT ON
 AA3026'JACKSON COUNTY ROAD NO. 30 AND DRIVE SOUTHEAST AND EAST FOR 1.90 MI
 AA3026'(3.06 KM) TO THE STATION ON THE RIGHT. THE STATION IS 33.5 FT (10.2 M)
 AA3026'NORTH-NORTHEAST OF THE NORTH RAIL OF A RAILROAD, 41.0 FT (12.5 M)
 AA3026'SOUTH-SOUTHWEST OF THE CENTERLINE OF JACKSON COUNTY ROAD NO. 30, 66.8
 AA3026'FT (20.4 M) SOUTH OF A FIRE HYDRANT ACROSS THE ROAD, 90.5 FT (27.6 M)
 AA3026'WEST-SOUTHWEST OF A TRANSFORMER POWER POLE ACROSS THE ROAD, 146.4 FT
 AA3026'(44.6 M) SOUTHEAST OF A TRANSFORMER POWER POLE ACROSS THE ROAD, 1.9 FT
 AA3026'(0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA3026'GROUND. STATION 36-50 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3027 ***********************************************************************
 AA3027  DESIGNATION -  36 52
 AA3027  PID         -  AA3027
 AA3027  STATE/COUNTY-  AL/JACKSON
 AA3027  USGS QUAD   -  LANGSTON (1984)
 AA3027
 AA3027                         *CURRENT SURVEY CONTROL
 AA3027  ___________________________________________________________________
 AA3027* NAD 83(1992)-  34 32 05.54775(N)    086 05 22.17424(W)     ADJUSTED  
 AA3027* NAVD 88     -       189.8    (meters)     623.     (feet)  VERTCON   
 AA3027  ___________________________________________________________________
 AA3027  X           -     358,721.673 (meters)                     COMP
 AA3027  Y           -  -5,247,737.250 (meters)                     COMP
 AA3027  Z           -   3,595,570.727 (meters)                     COMP
 AA3027  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AA3027  ELLIP HEIGHT-         160.83  (meters)          (07/29/02) GPS OBS
 AA3027  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AA3027
 AA3027  HORZ ORDER  -  FIRST
 AA3027  ELLP ORDER  -  FOURTH    CLASS I
 AA3027
 AA3027.The horizontal coordinates were established by GPS observations
 AA3027.and adjusted by the National Geodetic Survey in March 1995..
 AA3027
 AA3027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3027
 AA3027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3027
 AA3027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3027
 AA3027.The ellipsoidal height was determined by GPS observations
 AA3027.and is referenced to NAD 83.
 AA3027
 AA3027.The geoid height was determined by GEOID03.
 AA3027
 AA3027;                    North         East     Units Scale Factor Converg.
 AA3027;SPC AL E     -   447,463.743   176,485.029   MT  0.99996681   -0 08 42.8
 AA3027;UTM  16      - 3,821,840.761   583,553.956   MT  0.99968605   +0 30 58.3
 AA3027
 AA3027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3027!SPC AL E     -   0.99997475  x   0.99996681  =   0.99994157
 AA3027!UTM  16      -   0.99997475  x   0.99968605  =   0.99966081
 AA3027
 AA3027                          SUPERSEDED SURVEY CONTROL
 AA3027
 AA3027  ELLIP H (03/30/95)  160.92   (m)                       GP(       ) 4 2
 AA3027  NGVD 29 (03/30/95)  189.8    (m)          623.     (f) GPS OBS        
 AA3027
 AA3027.Superseded values are not recommended for survey control.
 AA3027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3027.See file dsdata.txt to determine how the superseded data were derived.
 AA3027
 AA3027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8355421841(NAD 83)
 AA3027_MARKER: DD = SURVEY DISK
 AA3027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3027_SP_SET: CONCRETE POST
 AA3027_STAMPING: 36-52 1993
 AA3027_MARK LOGO: ALHD  
 AA3027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3027+STABILITY: SURFACE MOTION
 AA3027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3027+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3027
 AA3027  HISTORY     - Date     Condition        Report By
 AA3027  HISTORY     - 1993     MONUMENTED       ALHD
 AA3027
 AA3027                          STATION DESCRIPTION
 AA3027
 AA3027'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3027'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3027'JACKSON COUNTY ROAD NO. 67 IN LANGSTON. TO REACH THE STATION FROM THE
 AA3027'JUNCTION OF U.S. 72 AND ALA 35 (MILE POST 50.35 ON ALA 35 AND MILE
 AA3027'POST 139.15 ON U.S. 72) AT AN INTERCHANGE IN SCOTTSBORO, DRIVE
 AA3027'SOUTHEAST ON ALA 35 FOR 3.45 MI (5.55 KM) TO MILE POST 46.90 AND
 AA3027'JACKSON COUNTY ROAD NO. 67 ON THE RIGHT, TURN RIGHT ON JACKSON COUNTY
 AA3027'ROAD NO. 67 AND DRIVE SOUTHWEST FOR 9.10 MI (14.64 KM) TO THE LANGSTON
 AA3027'POST OFFICE ON THE RIGHT, CONTINUE SOUTHWEST AND WEST ON JACKSON
 AA3027'COUNTY ROAD NO. 67 FOR 1.10 MI (1.77 KM) TO THE STATION ON THE RIGHT.
 AA3027'THE STATION IS 28.4 FT (8.7 M) NORTH OF THE CENTERLINE OF JACKSON
 AA3027'COUNTY ROAD NO. 67, 68.8 FT (21.0 M) EAST-NORTHEAST OF A POWER POLE
 AA3027'WITH ONE GUY WIRE, 78.1 FT (23.8 M) WEST OF A GRAPHIC CURVE SIGN, 1.5
 AA3027'FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA3027'GROUND. STATION 36-53 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3028 ***********************************************************************
 AA3028  DESIGNATION -  36 53
 AA3028  PID         -  AA3028
 AA3028  STATE/COUNTY-  AL/JACKSON
 AA3028  USGS QUAD   -  LANGSTON (1984)
 AA3028
 AA3028                         *CURRENT SURVEY CONTROL
 AA3028  ___________________________________________________________________
 AA3028* NAD 83(1992)-  34 32 04.78045(N)    086 04 55.91372(W)     ADJUSTED  
 AA3028* NAVD 88     -       187.3    (meters)     615.     (feet)  VERTCON   
 AA3028  ___________________________________________________________________
 AA3028  X           -     359,390.557 (meters)                     COMP
 AA3028  Y           -  -5,247,702.823 (meters)                     COMP
 AA3028  Z           -   3,595,549.809 (meters)                     COMP
 AA3028  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AA3028  ELLIP HEIGHT-         158.29  (meters)          (07/29/02) GPS OBS
 AA3028  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA3028
 AA3028  HORZ ORDER  -  FIRST
 AA3028  ELLP ORDER  -  FOURTH    CLASS I
 AA3028
 AA3028.The horizontal coordinates were established by GPS observations
 AA3028.and adjusted by the National Geodetic Survey in March 1995..
 AA3028
 AA3028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3028
 AA3028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3028
 AA3028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3028
 AA3028.The ellipsoidal height was determined by GPS observations
 AA3028.and is referenced to NAD 83.
 AA3028
 AA3028.The geoid height was determined by GEOID03.
 AA3028
 AA3028;                    North         East     Units Scale Factor Converg.
 AA3028;SPC AL E     -   447,438.427   177,154.602   MT  0.99996643   -0 08 27.9
 AA3028;UTM  16      - 3,821,823.181   584,223.589   MT  0.99968743   +0 31 13.2
 AA3028
 AA3028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3028!SPC AL E     -   0.99997515  x   0.99996643  =   0.99994158
 AA3028!UTM  16      -   0.99997515  x   0.99968743  =   0.99966259
 AA3028
 AA3028                          SUPERSEDED SURVEY CONTROL
 AA3028
 AA3028  ELLIP H (03/30/95)  158.38   (m)                       GP(       ) 4 2
 AA3028  NGVD 29 (03/30/95)  187.3    (m)          615.     (f) GPS OBS        
 AA3028
 AA3028.Superseded values are not recommended for survey control.
 AA3028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3028.See file dsdata.txt to determine how the superseded data were derived.
 AA3028
 AA3028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8422421823(NAD 83)
 AA3028_MARKER: DD = SURVEY DISK
 AA3028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3028_SP_SET: CONCRETE POST
 AA3028_STAMPING: 36-53 1993
 AA3028_MARK LOGO: ALHD  
 AA3028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3028+STABILITY: SURFACE MOTION
 AA3028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3028+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3028
 AA3028  HISTORY     - Date     Condition        Report By
 AA3028  HISTORY     - 1993     MONUMENTED       ALHD
 AA3028
 AA3028                          STATION DESCRIPTION
 AA3028
 AA3028'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3028'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3028'JACKSON COUNTY ROAD NO. 67 IN LANGSTON. TO REACH THE STATION FROM THE
 AA3028'JUNCTION OF U.S. 72 AND ALA 35 (MILE POST 50.35 ON ALA 35 AND MILE
 AA3028'POST 139.15 ON U.S. 72) AT AN INTERCHANGE IN SCOTTSBORO, DRIVE
 AA3028'SOUTHEAST ON ALA 35 FOR 3.45 MI (5.55 KM) TO MILE POST 46.90 AND
 AA3028'JACKSON COUNTY ROAD NO. 67 ON THE RIGHT, TURN RIGHT ON JACKSON COUNTY
 AA3028'ROAD NO. 67 AND DRIVE SOUTHWEST FOR 9.10 MI (14.64 KM) TO THE LANGSTON
 AA3028'POST OFFICE ON THE RIGHT, CONTINUE SOUTHWEST ON JACKSON COUNTY ROAD
 AA3028'NO. 67 FOR 0.70 MI (1.13 KM) TO THE STATION ON THE LEFT. THE STATION
 AA3028'IS LOCATED AT THE WEST END OF THE INTERSECTION OF JACKSON COUNTY ROAD
 AA3028'NO. 67 (LANGSTON ROAD) AND OLD LANGSTON PIKE, 32.0 FT (9.8 M) SOUTH OF
 AA3028'THE CENTERLINE OF JACKSON COUNTY ROAD NO. 67, 74.0 FT (22.6 M)
 AA3028'SOUTH-SOUTHEAST OF A FENCE CORNER ACROSS THE ROAD, 154.6 FT (47.1 M)
 AA3028'WEST-SOUTHWEST OF A STOP SIGN ACROSS THE INTERSECTION, 155.2 FT (47.3
 AA3028'M) WEST-SOUTHWEST OF AN OLD LANGSTON PK, LANGSTON RD, AND NEIGHBORHOOD
 AA3028'WATCH SIGN ACROSS THE INTERSECTION, 1.6 FT (0.5 M) NORTH OF A
 AA3028'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-52
 AA3028'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3029 ***********************************************************************
 AA3029  DESIGNATION -  36 54
 AA3029  PID         -  AA3029
 AA3029  STATE/COUNTY-  AL/JACKSON
 AA3029  USGS QUAD   -  LANGSTON (1984)
 AA3029
 AA3029                         *CURRENT SURVEY CONTROL
 AA3029  ___________________________________________________________________
 AA3029* NAD 83(1992)-  34 37 20.09792(N)    086 05 38.64547(W)     ADJUSTED  
 AA3029* NAVD 88     -       192.6    (meters)     632.     (feet)  VERTCON   
 AA3029  ___________________________________________________________________
 AA3029  X           -     357,928.038 (meters)                     COMP
 AA3029  Y           -  -5,242,279.761 (meters)                     COMP
 AA3029  Z           -   3,603,553.000 (meters)                     COMP
 AA3029  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA3029  ELLIP HEIGHT-         163.55  (meters)          (07/29/02) GPS OBS
 AA3029  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA3029
 AA3029  HORZ ORDER  -  FIRST
 AA3029  ELLP ORDER  -  FOURTH    CLASS I
 AA3029
 AA3029.The horizontal coordinates were established by GPS observations
 AA3029.and adjusted by the National Geodetic Survey in March 1995..
 AA3029
 AA3029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3029
 AA3029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3029
 AA3029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3029
 AA3029.The ellipsoidal height was determined by GPS observations
 AA3029.and is referenced to NAD 83.
 AA3029
 AA3029.The geoid height was determined by GEOID03.
 AA3029
 AA3029;                    North         East     Units Scale Factor Converg.
 AA3029;SPC AL E     -   457,157.231   176,090.052   MT  0.99996704   -0 08 53.3
 AA3029;UTM  16      - 3,831,526.311   583,047.125   MT  0.99968501   +0 30 53.1
 AA3029
 AA3029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3029!SPC AL E     -   0.99997433  x   0.99996704  =   0.99994137
 AA3029!UTM  16      -   0.99997433  x   0.99968501  =   0.99965935
 AA3029
 AA3029|---------------------------------------------------------------------|
 AA3029| PID    Reference Object                     Distance      Geod. Az  |
 AA3029|                                                           dddmmss.s |
 AA3029| AA3030 36 55                               385.298 METERS 07828     |
 AA3029|---------------------------------------------------------------------|
 AA3029
 AA3029                          SUPERSEDED SURVEY CONTROL
 AA3029
 AA3029  ELLIP H (03/30/95)  163.64   (m)                       GP(       ) 4 2
 AA3029  NGVD 29 (03/30/95)  192.6    (m)          632.     (f) GPS OBS        
 AA3029
 AA3029.Superseded values are not recommended for survey control.
 AA3029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3029.See file dsdata.txt to determine how the superseded data were derived.
 AA3029
 AA3029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8304731526(NAD 83)
 AA3029_MARKER: DD = SURVEY DISK
 AA3029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3029_SP_SET: CONCRETE POST
 AA3029_STAMPING: 36-54 1993
 AA3029_MARK LOGO: ALHD  
 AA3029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3029+STABILITY: SURFACE MOTION
 AA3029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3029+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3029
 AA3029  HISTORY     - Date     Condition        Report By
 AA3029  HISTORY     - 1993     MONUMENTED       ALHD
 AA3029
 AA3029                          STATION DESCRIPTION
 AA3029
 AA3029'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3029'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3029'U.S. 72 IN SCOTTSBORO. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA3029'72 AND ALA 79 (MILE POST 133.40 ON U.S. 72 AND MILE POST 92.25 ON ALA
 AA3029'79) ON THE WEST SIDE OF SCOTTSBORO, DRIVE EAST ON U.S. 72 FOR 0.20 MI
 AA3029'(0.32 KM) TO MILE POST 133.60 AND THE STATION ON THE LEFT. THE STATION
 AA3029'IS 79.7 FT (24.3 M) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 AA3029'U.S. 72, 88.9 FT (27.1 M) NORTHEAST OF A JCT ALA 79 SIGN, 123.8 FT
 AA3029'(37.7 M) EAST OF A POWER POLE, 134.5 FT (41.0 M) WEST-SOUTHWEST OF A
 AA3029'POWER POLE, 1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA3029'FLUSH WITH THE GROUND. STATION 36-55 1993 MAY BE USED AS AN AZIMUTH
 AA3029'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3030 ***********************************************************************
 AA3030  DESIGNATION -  36 55
 AA3030  PID         -  AA3030
 AA3030  STATE/COUNTY-  AL/JACKSON
 AA3030  USGS QUAD   -  LANGSTON (1984)
 AA3030
 AA3030                         *CURRENT SURVEY CONTROL
 AA3030  ___________________________________________________________________
 AA3030* NAD 83(1992)-  34 37 22.59858(N)    086 05 23.82572(W)     ADJUSTED  
 AA3030* NAVD 88     -       196.7    (meters)     645.     (feet)  VERTCON   
 AA3030  ___________________________________________________________________
 AA3030  X           -     358,301.932 (meters)                     COMP
 AA3030  Y           -  -5,242,213.749 (meters)                     COMP
 AA3030  Z           -   3,603,618.765 (meters)                     COMP
 AA3030  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AA3030  ELLIP HEIGHT-         167.69  (meters)          (07/29/02) GPS OBS
 AA3030  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AA3030
 AA3030  HORZ ORDER  -  FIRST
 AA3030  ELLP ORDER  -  FOURTH    CLASS I
 AA3030
 AA3030.The horizontal coordinates were established by GPS observations
 AA3030.and adjusted by the National Geodetic Survey in March 1995..
 AA3030
 AA3030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3030
 AA3030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3030
 AA3030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3030
 AA3030.The ellipsoidal height was determined by GPS observations
 AA3030.and is referenced to NAD 83.
 AA3030
 AA3030.The geoid height was determined by GEOID03.
 AA3030
 AA3030;                    North         East     Units Scale Factor Converg.
 AA3030;SPC AL E     -   457,233.318   176,467.750   MT  0.99996682   -0 08 44.9
 AA3030;UTM  16      - 3,831,606.740   583,423.811   MT  0.99968578   +0 31 01.5
 AA3030
 AA3030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3030!SPC AL E     -   0.99997368  x   0.99996682  =   0.99994050
 AA3030!UTM  16      -   0.99997368  x   0.99968578  =   0.99965947
 AA3030
 AA3030|---------------------------------------------------------------------|
 AA3030| PID    Reference Object                     Distance      Geod. Az  |
 AA3030|                                                           dddmmss.s |
 AA3030| AA3029 36 54                               385.298 METERS 25828     |
 AA3030|---------------------------------------------------------------------|
 AA3030
 AA3030                          SUPERSEDED SURVEY CONTROL
 AA3030
 AA3030  ELLIP H (03/30/95)  167.79   (m)                       GP(       ) 4 2
 AA3030  NGVD 29 (03/30/95)  196.7    (m)          645.     (f) GPS OBS        
 AA3030
 AA3030.Superseded values are not recommended for survey control.
 AA3030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3030.See file dsdata.txt to determine how the superseded data were derived.
 AA3030
 AA3030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8342431607(NAD 83)
 AA3030_MARKER: DD = SURVEY DISK
 AA3030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3030_SP_SET: CONCRETE POST
 AA3030_STAMPING: 36-55 1993
 AA3030_MARK LOGO: ALHD  
 AA3030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3030+STABILITY: SURFACE MOTION
 AA3030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3030+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3030
 AA3030  HISTORY     - Date     Condition        Report By
 AA3030  HISTORY     - 1993     MONUMENTED       ALHD
 AA3030
 AA3030                          STATION DESCRIPTION
 AA3030
 AA3030'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3030'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3030'U.S. 72 IN SCOTTSBORO. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA3030'72 AND ALA 79 (MILE POST 133.40 ON U.S. 72 AND MILE POST 92.25 ON ALA
 AA3030'79) ON THE WEST SIDE OF SCOTTSBORO, DRIVE EAST ON U.S. 72 FOR 0.45 MI
 AA3030'(0.72 KM) TO MILE POST 133.85 AND THE STATION ON THE LEFT. THE STATION
 AA3030'IS LOCATED ACROSS U.S. 72 FROM AN AKZO PLANT, 71.5 FT (21.8 M) NORTH
 AA3030'OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S. 72, 123.6 FT (37.7
 AA3030'M) EAST OF A POWER POLE, 134.3 FT (40.9 M) WEST-SOUTHWEST OF A POWER
 AA3030'POLE, 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA3030'WITH THE GROUND. STATION 36-54 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3030'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3031 ***********************************************************************
 AA3031  DESIGNATION -  36 56
 AA3031  PID         -  AA3031
 AA3031  STATE/COUNTY-  AL/JACKSON
 AA3031  USGS QUAD   -  LIM ROCK (1973)
 AA3031
 AA3031                         *CURRENT SURVEY CONTROL
 AA3031  ___________________________________________________________________
 AA3031* NAD 83(1992)-  34 43 01.51876(N)    086 14 04.09820(W)     ADJUSTED  
 AA3031* NAVD 88     -       472.1    (meters)    1549.     (feet)  VERTCON   
 AA3031  ___________________________________________________________________
 AA3031  X           -     344,702.796 (meters)                     COMP
 AA3031  Y           -  -5,237,398.529 (meters)                     COMP
 AA3031  Z           -   3,612,365.410 (meters)                     COMP
 AA3031  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AA3031  ELLIP HEIGHT-         443.25  (meters)          (07/29/02) GPS OBS
 AA3031  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA3031
 AA3031  HORZ ORDER  -  FIRST
 AA3031  ELLP ORDER  -  FOURTH    CLASS I
 AA3031
 AA3031.The horizontal coordinates were established by GPS observations
 AA3031.and adjusted by the National Geodetic Survey in March 1995..
 AA3031
 AA3031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3031
 AA3031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3031
 AA3031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3031
 AA3031.The ellipsoidal height was determined by GPS observations
 AA3031.and is referenced to NAD 83.
 AA3031
 AA3031.The geoid height was determined by GEOID03.
 AA3031
 AA3031;                    North         East     Units Scale Factor Converg.
 AA3031;SPC AL E     -   467,720.090   163,256.583   MT  0.99997663   -0 13 42.5
 AA3031;UTM  16      - 3,841,936.695   570,096.041   MT  0.99966056   +0 26 09.6
 AA3031
 AA3031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3031!SPC AL E     -   0.99993043  x   0.99997663  =   0.99990706
 AA3031!UTM  16      -   0.99993043  x   0.99966056  =   0.99959101
 AA3031
 AA3031:                Primary Azimuth Mark                     Grid Az
 AA3031:SPC AL E     -  36 57                                    000 15 49.4
 AA3031:UTM  16      -  36 57                                    359 35 57.3
 AA3031
 AA3031|---------------------------------------------------------------------|
 AA3031| PID    Reference Object                     Distance      Geod. Az  |
 AA3031|                                                           dddmmss.s |
 AA3031| AA3032 36 57                               433.825 METERS 0000206.9 |
 AA3031|---------------------------------------------------------------------|
 AA3031
 AA3031                          SUPERSEDED SURVEY CONTROL
 AA3031
 AA3031  ELLIP H (03/30/95)  443.33   (m)                       GP(       ) 4 2
 AA3031  NGVD 29 (03/30/95)  472.1    (m)         1549.     (f) GPS OBS        
 AA3031
 AA3031.Superseded values are not recommended for survey control.
 AA3031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3031.See file dsdata.txt to determine how the superseded data were derived.
 AA3031
 AA3031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7009641937(NAD 83)
 AA3031_MARKER: DD = SURVEY DISK
 AA3031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3031_SP_SET: CONCRETE POST
 AA3031_STAMPING: 36-56 1993
 AA3031_MARK LOGO: ALHD  
 AA3031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3031+STABILITY: SURFACE MOTION
 AA3031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3031+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3031
 AA3031  HISTORY     - Date     Condition        Report By
 AA3031  HISTORY     - 1993     MONUMENTED       ALHD
 AA3031
 AA3031                          STATION DESCRIPTION
 AA3031
 AA3031'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3031'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA3031'JACKSON COUNTY ROAD NO. 8, ABOUT 6.55 MI (10.54 KM) NORTH-NORTHEAST OF
 AA3031'WOODVILLE AND ABOUT 11.80 MI (18.99 KM) WEST-NORTHWEST OF SCOTTSBORO.
 AA3031'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 35 (MILE
 AA3031'POST 69.25 ON ALA 35 AND MILE POST 121.35 ON U.S. 72) IN WOODVILLE,
 AA3031'DRIVE SOUTHEAST AND NORTHEAST ON ALA 35 FOR 1.80 MI (2.90 KM) TO MILE
 AA3031'POST 67.45 AND JACKSON COUNTY ROAD NO. 8 ON THE LEFT AT A CAUTION
 AA3031'LIGHT, TURN LEFT ON JACKSON COUNTY ROAD NO. 8 AND DRIVE WEST FOR 0.20
 AA3031'MI (0.32 KM) TO A SHARP CURVE TO THE RIGHT IN WOODVILLE, TURN RIGHT
 AA3031'AND DRIVE NORTH AND NORTHEAST FOR 8.05 MI (12.95 KM) TO THE STATION ON
 AA3031'THE LEFT. THE STATION IS 3.0 FT (0.9 M) EAST-NORTHEAST OF A HOG WIRE
 AA3031'FENCE WITH TWO STRANDS OF BARBED WIRE ON WHITE TOP, GREEN STEEL POSTS,
 AA3031'3.2 FT (1.0 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE FENCE,
 AA3031'25.0 FT (7.6 M) WEST-SOUTHWEST OF THE CENTERLINE OF JACKSON COUNTY
 AA3031'ROAD NO. 8, 68.0 FT (20.7 M) SOUTH-SOUTHWEST OF A FENCE CORNER ACROSS
 AA3031'THE ROAD, 109.5 FT (33.4 M) EAST OF A TRANSFORMER POWER POLE WITH A
 AA3031'SECURITY LIGHT, 120.0 FT (36.6 M) WEST OF THE NORTHWEST CORNER OF A
 AA3031'BEIGE FRAME HOUSE ACROSS THE ROAD, 124.3 FT (37.9 M) SOUTHEAST OF THE
 AA3031'SOUTHEAST CORNER OF A RED BRICK HOUSE, 3.2 FT (1.0 M) EAST OF A
 AA3031'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-57
 AA3031'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3032 ***********************************************************************
 AA3032  DESIGNATION -  36 57
 AA3032  PID         -  AA3032
 AA3032  STATE/COUNTY-  AL/JACKSON
 AA3032  USGS QUAD   -  LIM ROCK (1973)
 AA3032
 AA3032                         *CURRENT SURVEY CONTROL
 AA3032  ___________________________________________________________________
 AA3032* NAD 83(1992)-  34 43 15.59694(N)    086 14 04.08771(W)     ADJUSTED  
 AA3032* NAVD 88     -       474.0    (meters)    1555.     (feet)  VERTCON   
 AA3032  ___________________________________________________________________
 AA3032  X           -     344,686.938 (meters)                     COMP
 AA3032  Y           -  -5,237,153.508 (meters)                     COMP
 AA3032  Z           -   3,612,723.107 (meters)                     COMP
 AA3032  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AA3032  ELLIP HEIGHT-         445.16  (meters)          (07/29/02) GPS OBS
 AA3032  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AA3032
 AA3032  HORZ ORDER  -  FIRST
 AA3032  ELLP ORDER  -  FOURTH    CLASS I
 AA3032
 AA3032.The horizontal coordinates were established by GPS observations
 AA3032.and adjusted by the National Geodetic Survey in March 1995..
 AA3032
 AA3032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3032
 AA3032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3032
 AA3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3032
 AA3032.The ellipsoidal height was determined by GPS observations
 AA3032.and is referenced to NAD 83.
 AA3032
 AA3032.The geoid height was determined by GEOID03.
 AA3032
 AA3032;                    North         East     Units Scale Factor Converg.
 AA3032;SPC AL E     -   468,153.900   163,258.580   MT  0.99997663   -0 13 42.5
 AA3032;UTM  16      - 3,842,370.362   570,093.008   MT  0.99966055   +0 26 09.8
 AA3032
 AA3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3032!SPC AL E     -   0.99993013  x   0.99997663  =   0.99990676
 AA3032!UTM  16      -   0.99993013  x   0.99966055  =   0.99959070
 AA3032
 AA3032:                Primary Azimuth Mark                     Grid Az
 AA3032:SPC AL E     -  36 56                                    180 15 49.4
 AA3032:UTM  16      -  36 56                                    179 35 57.1
 AA3032
 AA3032|---------------------------------------------------------------------|
 AA3032| PID    Reference Object                     Distance      Geod. Az  |
 AA3032|                                                           dddmmss.s |
 AA3032| AA3031 36 56                               433.825 METERS 1800206.9 |
 AA3032|---------------------------------------------------------------------|
 AA3032
 AA3032                          SUPERSEDED SURVEY CONTROL
 AA3032
 AA3032  ELLIP H (03/30/95)  445.23   (m)                       GP(       ) 4 2
 AA3032  NGVD 29 (03/30/95)  474.0    (m)         1555.     (f) GPS OBS        
 AA3032
 AA3032.Superseded values are not recommended for survey control.
 AA3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3032.See file dsdata.txt to determine how the superseded data were derived.
 AA3032
 AA3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7009342370(NAD 83)
 AA3032_MARKER: DD = SURVEY DISK
 AA3032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3032_SP_SET: CONCRETE POST
 AA3032_STAMPING: 36-57 1993
 AA3032_MARK LOGO: ALHD  
 AA3032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3032+STABILITY: SURFACE MOTION
 AA3032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3032+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3032
 AA3032  HISTORY     - Date     Condition        Report By
 AA3032  HISTORY     - 1993     MONUMENTED       ALHD
 AA3032
 AA3032                          STATION DESCRIPTION
 AA3032
 AA3032'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3032'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA3032'JACKSON COUNTY ROAD NO. 8, ABOUT 6.90 MI (11.10 KM) NORTH-NORTHEAST OF
 AA3032'WOODVILLE AND ABOUT 11.90 MI (19.15 KM) WEST-NORTHWEST OF SCOTTSBORO.
 AA3032'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 35 (MILE
 AA3032'POST 69.25 ON ALA 35 AND MILE POST 121.35 ON U.S. 72) IN WOODVILLE,
 AA3032'DRIVE SOUTHEAST AND NORTHEAST ON ALA 35 FOR 1.80 MI (2.90 KM) TO MILE
 AA3032'POST 67.45 AND JACKSON COUNTY ROAD NO. 8 ON THE LEFT AT A CAUTION
 AA3032'LIGHT, TURN LEFT ON JACKSON COUNTY ROAD NO. 8 AND DRIVE WEST FOR 0.20
 AA3032'MI (0.32 KM) TO A SHARP CURVE TO THE RIGHT IN WOODVILLE, TURN RIGHT
 AA3032'AND DRIVE NORTH AND NORTHEAST FOR 8.35 MI (13.44 KM) TO THE STATION ON
 AA3032'THE LEFT. THE STATION IS 3.1 FT (0.9 M) EAST OF A FIVE STRAND BARBED
 AA3032'WIRE FENCE ON CEDAR POSTS, 3.2 FT (1.0 M) EAST OF THE NORTHEAST CORNER
 AA3032'OF THE FENCE, 19.2 FT (5.9 M) WEST OF THE CENTERLINE OF JACKSON COUNTY
 AA3032'ROAD NO. 8, 96.0 FT (29.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AA3032'BEIGE FRAME HOUSE, 102.5 FT (31.2 M) SOUTH OF THE CENTER OF CONCRETE
 AA3032'DRIVEWAY, 201.2 FT (61.3 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 264
 AA3032'LP2 L300, 2.9 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA3032'FLUSH WITH THE GROUND. STATION 36-56 1993 MAY BE USED AS AN AZIMUTH
 AA3032'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3033 ***********************************************************************
 AA3033  DESIGNATION -  36 58
 AA3033  PID         -  AA3033
 AA3033  STATE/COUNTY-  AL/JACKSON
 AA3033  USGS QUAD   -  ESTILL FORK (1975)
 AA3033
 AA3033                         *CURRENT SURVEY CONTROL
 AA3033  ___________________________________________________________________
 AA3033* NAD 83(1992)-  34 55 41.75465(N)    086 13 14.36990(W)     ADJUSTED  
 AA3033* NAVD 88     -       205.1    (meters)     673.     (feet)  VERTCON   
 AA3033  ___________________________________________________________________
 AA3033  X           -     345,069.194 (meters)                     COMP
 AA3033  Y           -  -5,223,747.236 (meters)                     COMP
 AA3033  Z           -   3,631,446.053 (meters)                     COMP
 AA3033  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA3033  ELLIP HEIGHT-         176.44  (meters)          (07/29/02) GPS OBS
 AA3033  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AA3033
 AA3033  HORZ ORDER  -  FIRST
 AA3033  ELLP ORDER  -  FOURTH    CLASS I
 AA3033
 AA3033.The horizontal coordinates were established by GPS observations
 AA3033.and adjusted by the National Geodetic Survey in March 1995..
 AA3033
 AA3033.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3033
 AA3033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3033
 AA3033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3033
 AA3033.The ellipsoidal height was determined by GPS observations
 AA3033.and is referenced to NAD 83.
 AA3033
 AA3033.The geoid height was determined by GEOID03.
 AA3033
 AA3033;                    North         East     Units Scale Factor Converg.
 AA3033;SPC AL E     -   491,141.755   164,612.304   MT  0.99997543   -0 13 18.4
 AA3033;UTM  16      - 3,865,365.169   571,178.990   MT  0.99966244   +0 26 46.4
 AA3033
 AA3033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3033!SPC AL E     -   0.99997231  x   0.99997543  =   0.99994774
 AA3033!UTM  16      -   0.99997231  x   0.99966244  =   0.99963475
 AA3033
 AA3033                          SUPERSEDED SURVEY CONTROL
 AA3033
 AA3033  ELLIP H (03/30/95)  176.52   (m)                       GP(       ) 4 2
 AA3033  NGVD 29 (03/30/95)  205.1    (m)          673.     (f) GPS OBS        
 AA3033
 AA3033.Superseded values are not recommended for survey control.
 AA3033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3033.See file dsdata.txt to determine how the superseded data were derived.
 AA3033
 AA3033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7117965365(NAD 83)
 AA3033_MARKER: DD = SURVEY DISK
 AA3033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3033_SP_SET: CONCRETE POST
 AA3033_STAMPING: 36-58 1993
 AA3033_MARK LOGO: ALHD  
 AA3033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3033+STABILITY: SURFACE MOTION
 AA3033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3033+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3033
 AA3033  HISTORY     - Date     Condition        Report By
 AA3033  HISTORY     - 1993     MONUMENTED       ALHD
 AA3033
 AA3033                          STATION DESCRIPTION
 AA3033
 AA3033'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3033'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3033'JACKSON COUNTY ROAD NO. 27, ABOUT 6.00 MI (9.66 KM) NORTH-NORTHEAST OF
 AA3033'PRINCETON AND ABOUT 9.65 MI (15.53 KM) NORTH-NORTHWEST OF SKYLINE. TO
 AA3033'REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 65 (MILE POST
 AA3033'0.00 ON ALA 65 AND MILE POST 116.35 ON U.S. 72) ABOUT 1.40 MI (2.25
 AA3033'KM) NORTH OF PAINT ROCK, DRIVE NORTH AND NORTHEAST ON ALA 65 FOR 17.60
 AA3033'MI (28.32 KM) TO MILE POST 17.60 AND AND A T-INTERSECTION WITH ALA 65
 AA3033'ON THE LEFT AND ALA 146 ON THE RIGHT, TURN LEFT ON ALA 65 AND DRIVE
 AA3033'NORTH FOR 4.45 MI (7.16 KM) TO MILE POST 22.05 AND JACKSON COUNTY ROAD
 AA3033'NO. 27 ON THE LEFT, TURN LEFT ON JACKSON COUNTY ROAD NO. 27 AND DRIVE
 AA3033'WEST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA3033'25.0 FT (7.6 M) SOUTH OF THE CENTER OF JACKSON COUNTY ROAD NO. 27,
 AA3033'72.7 FT (22.2 M) EAST OF A POWER POLE, 188.7 FT (57.5 M)
 AA3033'WEST-SOUTHWEST OF A BRIDGE WEIGHT LIMIT SIGN, 219.0 FT (66.8 M)
 AA3033'WEST-SOUTHWEST OF A JACKSON COUNTY 27 SIGN, 232.0 FT (70.7 M)
 AA3033'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A WOOD BRIDGE OVER A CREEK,
 AA3033'1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA3033'THE GROUND. STATION 36-59 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3033'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3034 ***********************************************************************
 AA3034  DESIGNATION -  36 59
 AA3034  PID         -  AA3034
 AA3034  STATE/COUNTY-  AL/JACKSON
 AA3034  USGS QUAD   -  ESTILL FORK (1975)
 AA3034
 AA3034                         *CURRENT SURVEY CONTROL
 AA3034  ___________________________________________________________________
 AA3034* NAD 83(1992)-  34 56 02.63148(N)    086 13 14.54478(W)     ADJUSTED  
 AA3034* NAVD 88     -       209.3    (meters)     687.     (feet)  VERTCON   
 AA3034  ___________________________________________________________________
 AA3034  X           -     345,040.709 (meters)                     COMP
 AA3034  Y           -  -5,223,383.353 (meters)                     COMP
 AA3034  Z           -   3,631,975.901 (meters)                     COMP
 AA3034  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AA3034  ELLIP HEIGHT-         180.61  (meters)          (07/29/02) GPS OBS
 AA3034  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AA3034
 AA3034  HORZ ORDER  -  FIRST
 AA3034  ELLP ORDER  -  FOURTH    CLASS I
 AA3034
 AA3034.The horizontal coordinates were established by GPS observations
 AA3034.and adjusted by the National Geodetic Survey in March 1995..
 AA3034
 AA3034.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3034
 AA3034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3034
 AA3034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3034
 AA3034.The ellipsoidal height was determined by GPS observations
 AA3034.and is referenced to NAD 83.
 AA3034
 AA3034.The geoid height was determined by GEOID03.
 AA3034
 AA3034;                    North         East     Units Scale Factor Converg.
 AA3034;SPC AL E     -   491,785.102   164,610.356   MT  0.99997543   -0 13 18.6
 AA3034;UTM  16      - 3,866,008.249   571,169.544   MT  0.99966242   +0 26 46.6
 AA3034
 AA3034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3034!SPC AL E     -   0.99997165  x   0.99997543  =   0.99994708
 AA3034!UTM  16      -   0.99997165  x   0.99966242  =   0.99963408
 AA3034
 AA3034                          SUPERSEDED SURVEY CONTROL
 AA3034
 AA3034  ELLIP H (03/30/95)  180.69   (m)                       GP(       ) 4 2
 AA3034  NGVD 29 (03/30/95)  209.3    (m)          687.     (f) GPS OBS        
 AA3034
 AA3034.Superseded values are not recommended for survey control.
 AA3034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3034.See file dsdata.txt to determine how the superseded data were derived.
 AA3034
 AA3034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7117066008(NAD 83)
 AA3034_MARKER: DD = SURVEY DISK
 AA3034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3034_SP_SET: CONCRETE POST
 AA3034_STAMPING: 36-59 1993
 AA3034_MARK LOGO: ALHD  
 AA3034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3034+STABILITY: SURFACE MOTION
 AA3034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3034+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3034
 AA3034  HISTORY     - Date     Condition        Report By
 AA3034  HISTORY     - 1993     MONUMENTED       ALHD
 AA3034
 AA3034                          STATION DESCRIPTION
 AA3034
 AA3034'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3034'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA3034'ALA 65, ABOUT 6.40 MI (10.30 KM) NORTH-NORTHEAST OF PRINCETON AND
 AA3034'ABOUT 9.95 MI (16.01 KM) NORTH-NORTHWEST OF SKYLINE. TO REACH THE
 AA3034'STATION FROM THE JUNCTION OF U.S. 72 AND ALA 65 (MILE POST 0.00 ON ALA
 AA3034'65 AND MILE POST 116.35 ON U.S. 72) ABOUT 1.40 MI (2.25 KM) NORTH OF
 AA3034'PAINT ROCK, DRIVE NORTH AND NORTHEAST ON ALA 65 FOR 17.60 MI (28.32
 AA3034'KM) TO MILE POST 17.60 AND AND A T-INTERSECTION WITH ALA 65 ON THE
 AA3034'LEFT AND ALA 146 ON THE RIGHT, TURN LEFT ON ALA 65 AND DRIVE NORTH FOR
 AA3034'4.85 MI (7.81 KM) TO MILE POST 22.45 AND THE STATION ON THE RIGHT. THE
 AA3034'STATION IS 2.6 FT (0.8 M) WEST-SOUTHWEST OF A HOG WIRE FENCE WITH ONE
 AA3034'STRAND OF BARBED WIRE ON RUSTY STEEL POSTS, 4.5 FT (1.4 M)
 AA3034'WEST-NORTHWEST OF THE NORTH POST OF A PIPE AND HOG WIRE GATE, 15.8 FT
 AA3034'(4.8 M) NORTHWEST OF THE SOUTH POST OF A PIPE AND HOG WIRE GATE, 24.8
 AA3034'FT (7.6 M) EAST-NORTHEAST OF THE CENTERLINE OF ALA 65, 82.0 FT (25.0
 AA3034'M) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCE, 3.0 FT (0.9
 AA3034'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA3034'STATION 36-58 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1718 ***********************************************************************
 EF1718  DESIGNATION -  36 6
 EF1718  PID         -  EF1718
 EF1718  STATE/COUNTY-  AL/JACKSON
 EF1718  USGS QUAD   -  HOLLYTREE (1982)
 EF1718
 EF1718                         *CURRENT SURVEY CONTROL
 EF1718  ___________________________________________________________________
 EF1718* NAD 83(1992)-  34 47 50.93095(N)    086 15 05.91180(W)     ADJUSTED  
 EF1718* NAVD 88     -       194.7    (meters)     639.     (feet)  VERTCON   
 EF1718  ___________________________________________________________________
 EF1718  X           -     342,785.928 (meters)                     COMP
 EF1718  Y           -  -5,232,200.407 (meters)                     COMP
 EF1718  Z           -   3,619,534.746 (meters)                     COMP
 EF1718  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 EF1718  ELLIP HEIGHT-         165.84  (meters)          (07/29/02) GPS OBS
 EF1718  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EF1718
 EF1718  HORZ ORDER  -  FIRST
 EF1718  ELLP ORDER  -  FOURTH    CLASS I
 EF1718
 EF1718.The horizontal coordinates were established by GPS observations
 EF1718.and adjusted by the National Geodetic Survey in December 1992..
 EF1718
 EF1718.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1718
 EF1718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1718
 EF1718.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1718
 EF1718.The ellipsoidal height was determined by GPS observations
 EF1718.and is referenced to NAD 83.
 EF1718
 EF1718.The geoid height was determined by GEOID03.
 EF1718
 EF1718;                    North         East     Units Scale Factor Converg.
 EF1718;SPC AL E     -   476,644.631   161,720.918   MT  0.99997805   -0 14 19.4
 EF1718;UTM  16      - 3,850,839.975   568,457.399   MT  0.99965776   +0 25 37.5
 EF1718
 EF1718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1718!SPC AL E     -   0.99997397  x   0.99997805  =   0.99995202
 EF1718!UTM  16      -   0.99997397  x   0.99965776  =   0.99963174
 EF1718
 EF1718:                Primary Azimuth Mark                     Grid Az
 EF1718:SPC AL E     -  36 5                                     185 01 44.4
 EF1718:UTM  16      -  36 5                                     184 21 47.5
 EF1718
 EF1718|---------------------------------------------------------------------|
 EF1718| PID    Reference Object                     Distance      Geod. Az  |
 EF1718|                                                           dddmmss.s |
 EF1718| EF1717 36 5                                438.816 METERS 1844725.0 |
 EF1718|---------------------------------------------------------------------|
 EF1718
 EF1718                          SUPERSEDED SURVEY CONTROL
 EF1718
 EF1718  ELLIP H (12/04/92)  165.92   (m)                       GP(       ) 4 1
 EF1718  NAD 83(1992)-  34 47 50.93734(N)    086 15 05.90469(W) AD(       ) 1
 EF1718  NGVD 29 (12/04/92)  194.6    (m)          638.     (f) GPS OBS        
 EF1718
 EF1718.Superseded values are not recommended for survey control.
 EF1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1718.See file dsdata.txt to determine how the superseded data were derived.
 EF1718
 EF1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6845750840(NAD 83)
 EF1718_MARKER: DD = SURVEY DISK
 EF1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1718_SP_SET: CONCRETE POST
 EF1718_STAMPING: 36 - 6 1990
 EF1718_MARK LOGO: ALHD  
 EF1718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1718+STABILITY: SURFACE MOTION
 EF1718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1718+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1991
 EF1718
 EF1718  HISTORY     - Date     Condition        Report By
 EF1718  HISTORY     - 1990     MONUMENTED       ALHD
 EF1718  HISTORY     - 19910206 GOOD
 EF1718
 EF1718                          STATION DESCRIPTION
 EF1718
 EF1718'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1718'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 EF1718'ALA 65, ABOUT 11.67 KM (7.25 MI) WEST OF SKYLINE AND ABOUT 16.90 KM
 EF1718'(10.50 MI) NORTH - NORTHEAST OF PAINT ROCK.
 EF1718'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 65, MILE
 EF1718'POST 116.30 ON U. S. 72, DRIVE NORTH ON ALA 65 18.02 KM (11.20 MI) TO
 EF1718'MILE POST 11.20 AND THE STATION ON THE RIGHT.
 EF1718'THE STATION IS 7.07 M (23.20 FT) EAST - SOUTHEAST OF THE CENTERLINE OF
 EF1718'ALA 65, 13.69 M (44.91 FT) SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO.
 EF1718'166 ACROSS ALA 65, 13.81 M (45.31 FT) SOUTHEAST OF TELEPHONE CABLE
 EF1718'PEDESTAL NO. 166 1/2 ACROSS ALA 65, 31.70 M (104.00 FT) SOUTH -
 EF1718'SOUTHWEST OF A TRANSFORMER POWER POLE, 0.41 M (1.35 FT) WEST -
 EF1718'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1718'STATION 36 - 5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1718
 EF1718                          STATION RECOVERY (1991)
 EF1718
 EF1718'RECOVERED 1991
 EF1718'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3035 ***********************************************************************
 AA3035  DESIGNATION -  36 60
 AA3035  PID         -  AA3035
 AA3035  STATE/COUNTY-  AL/JACKSON
 AA3035  USGS QUAD   -  PRINCETON (1975)
 AA3035
 AA3035                         *CURRENT SURVEY CONTROL
 AA3035  ___________________________________________________________________
 AA3035* NAD 83(1992)-  34 52 02.20044(N)    086 12 39.53815(W)     ADJUSTED  
 AA3035* NAVD 88     -       220.2    (meters)     722.     (feet)  VERTCON   
 AA3035  ___________________________________________________________________
 AA3035  X           -     346,207.938 (meters)                     COMP
 AA3035  Y           -  -5,227,563.710 (meters)                     COMP
 AA3035  Z           -   3,625,905.340 (meters)                     COMP
 AA3035  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AA3035  ELLIP HEIGHT-         191.51  (meters)          (07/29/02) GPS OBS
 AA3035  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AA3035
 AA3035  HORZ ORDER  -  FIRST
 AA3035  ELLP ORDER  -  FOURTH    CLASS I
 AA3035
 AA3035.The horizontal coordinates were established by GPS observations
 AA3035.and adjusted by the National Geodetic Survey in March 1995..
 AA3035
 AA3035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3035
 AA3035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3035
 AA3035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3035
 AA3035.The ellipsoidal height was determined by GPS observations
 AA3035.and is referenced to NAD 83.
 AA3035
 AA3035.The geoid height was determined by GEOID03.
 AA3035
 AA3035;                    North         East     Units Scale Factor Converg.
 AA3035;SPC AL E     -   484,372.745   165,470.790   MT  0.99997469   -0 12 57.2
 AA3035;UTM  16      - 3,858,608.728   572,115.982   MT  0.99966410   +0 27 03.9
 AA3035
 AA3035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3035!SPC AL E     -   0.99996994  x   0.99997469  =   0.99994463
 AA3035!UTM  16      -   0.99996994  x   0.99966410  =   0.99963405
 AA3035
 AA3035                          SUPERSEDED SURVEY CONTROL
 AA3035
 AA3035  ELLIP H (03/30/95)  191.59   (m)                       GP(       ) 4 2
 AA3035  NGVD 29 (03/30/95)  220.2    (m)          722.     (f) GPS OBS        
 AA3035
 AA3035.Superseded values are not recommended for survey control.
 AA3035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3035.See file dsdata.txt to determine how the superseded data were derived.
 AA3035
 AA3035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7211658609(NAD 83)
 AA3035_MARKER: DD = SURVEY DISK
 AA3035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3035_SP_SET: CONCRETE POST
 AA3035_STAMPING: 36-60 1993
 AA3035_MARK LOGO: ALHD  
 AA3035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3035+STABILITY: SURFACE MOTION
 AA3035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3035+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3035
 AA3035  HISTORY     - Date     Condition        Report By
 AA3035  HISTORY     - 1993     MONUMENTED       ALHD
 AA3035
 AA3035                          STATION DESCRIPTION
 AA3035
 AA3035'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3035'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA3035'OF JACKSON COUNTY ROAD NO. 27, ABOUT 2.35 MI (3.78 KM) NORTHEAST OF
 AA3035'PRINCETON AND ABOUT 6.30 MI (10.14 KM) NORTHWEST OF SKYLINE. TO REACH
 AA3035'THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 65 (MILE POST 0.00 ON
 AA3035'ALA 65 AND MILE POST 116.35 ON U.S. 72) ABOUT 1.40 MI (2.25 KM) NORTH
 AA3035'OF PAINT ROCK, DRIVE NORTH AND NORTHEAST ON ALA 65 FOR 17.15 MI (27.60
 AA3035'KM) TO MILE POST 17.15 AND JACKSON COUNTY ROAD NO. 27 ON THE LEFT,
 AA3035'TURN LEFT ON JACKSON COUNTY ROAD NO. 27 AND DRIVE NORTH FOR 0.30 MI
 AA3035'(0.48 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED ON TOP OF
 AA3035'A TEN FOOT BACKSLOPE, 2.8 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED
 AA3035'WIRE FENCE ON OLD WOOD POSTS, 39.0 FT (11.9 M) SOUTHWEST OF THE CENTER
 AA3035'OF JACKSON COUNTY ROAD NO. 27, 115.5 FT (35.2 M) NORTHWEST OF A CABLE
 AA3035'POLE WITH ONE GUY WIRE, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE
 AA3035'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-61 1993 MAY BE
 AA3035'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3036 ***********************************************************************
 AA3036  DESIGNATION -  36 61
 AA3036  PID         -  AA3036
 AA3036  STATE/COUNTY-  AL/JACKSON
 AA3036  USGS QUAD   -  ESTILL FORK (1975)
 AA3036
 AA3036                         *CURRENT SURVEY CONTROL
 AA3036  ___________________________________________________________________
 AA3036* NAD 83(1992)-  34 52 39.56595(N)    086 12 52.54557(W)     ADJUSTED  
 AA3036* NAVD 88     -       202.4    (meters)     664.     (feet)  VERTCON   
 AA3036  ___________________________________________________________________
 AA3036  X           -     345,833.849 (meters)                     COMP
 AA3036  Y           -  -5,226,914.028 (meters)                     COMP
 AA3036  Z           -   3,626,839.880 (meters)                     COMP
 AA3036  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AA3036  ELLIP HEIGHT-         173.71  (meters)          (07/29/02) GPS OBS
 AA3036  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AA3036
 AA3036  HORZ ORDER  -  FIRST
 AA3036  ELLP ORDER  -  FOURTH    CLASS I
 AA3036
 AA3036.The horizontal coordinates were established by GPS observations
 AA3036.and adjusted by the National Geodetic Survey in March 1995..
 AA3036
 AA3036.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3036
 AA3036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3036
 AA3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3036
 AA3036.The ellipsoidal height was determined by GPS observations
 AA3036.and is referenced to NAD 83.
 AA3036
 AA3036.The geoid height was determined by GEOID03.
 AA3036
 AA3036;                    North         East     Units Scale Factor Converg.
 AA3036;SPC AL E     -   485,525.421   165,144.810   MT  0.99997497   -0 13 04.9
 AA3036;UTM  16      - 3,859,757.173   571,776.710   MT  0.99966350   +0 26 56.9
 AA3036
 AA3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3036!SPC AL E     -   0.99997273  x   0.99997497  =   0.99994770
 AA3036!UTM  16      -   0.99997273  x   0.99966350  =   0.99963624
 AA3036
 AA3036                          SUPERSEDED SURVEY CONTROL
 AA3036
 AA3036  ELLIP H (03/30/95)  173.78   (m)                       GP(       ) 4 2
 AA3036  NGVD 29 (03/30/95)  202.4    (m)          664.     (f) GPS OBS        
 AA3036
 AA3036.Superseded values are not recommended for survey control.
 AA3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3036.See file dsdata.txt to determine how the superseded data were derived.
 AA3036
 AA3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7177759757(NAD 83)
 AA3036_MARKER: DD = SURVEY DISK
 AA3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3036_SP_SET: CONCRETE POST
 AA3036_STAMPING: 36-61 1993
 AA3036_MARK LOGO: ALHD  
 AA3036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3036+STABILITY: SURFACE MOTION
 AA3036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3036+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3036
 AA3036  HISTORY     - Date     Condition        Report By
 AA3036  HISTORY     - 1993     MONUMENTED       ALHD
 AA3036
 AA3036                          STATION DESCRIPTION
 AA3036
 AA3036'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3036'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA3036'JACKSON COUNTY ROAD NO. 27, ABOUT 2.90 MI (4.67 KM) NORTHEAST OF
 AA3036'PRINCETON AND ABOUT 6.95 MI (11.18 KM) NORTHWEST OF SKYLINE. TO REACH
 AA3036'THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 65 (MILE POST 0.00 ON
 AA3036'ALA 65 AND MILE POST 116.35 ON U.S. 72) ABOUT 1.40 MI (2.25 KM) NORTH
 AA3036'OF PAINT ROCK, DRIVE NORTH AND NORTHEAST ON ALA 65 FOR 17.15 MI (27.60
 AA3036'KM) TO MILE POST 17.15 AND JACKSON COUNTY ROAD NO. 27 ON THE LEFT,
 AA3036'TURN LEFT ON JACKSON COUNTY ROAD NO. 27 AND DRIVE NORTH FOR 1.20 MI
 AA3036'(1.93 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED ON TOP OF
 AA3036'A SIX FOOT BACKSLOPE, 31.0 FT (9.4 M) WEST OF THE CENTER OF JACKSON
 AA3036'COUNTY ROAD NO. 27, 171.0 FT (52.1 M) NORTH OF A POWER POLE ACROSS THE
 AA3036'ROAD WITH TWO GUY WIRES AND A NO HUNTING SIGN, 2.0 FT (0.6 M) EAST OF
 AA3036'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 36-60
 AA3036'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3037 ***********************************************************************
 AA3037  DESIGNATION -  36 62
 AA3037  PID         -  AA3037
 AA3037  STATE/COUNTY-  AL/JACKSON
 AA3037  USGS QUAD   -  SWEARENGIN (1983)
 AA3037
 AA3037                         *CURRENT SURVEY CONTROL
 AA3037  ___________________________________________________________________
 AA3037* NAD 83(1992)-  34 37 18.11947(N)    086 10 23.49706(W)     ADJUSTED  
 AA3037* NAVD 88     -       196.9    (meters)     646.     (feet)  VERTCON   
 AA3037  ___________________________________________________________________
 AA3037  X           -     350,690.664 (meters)                     COMP
 AA3037  Y           -  -5,242,807.186 (meters)                     COMP
 AA3037  Z           -   3,603,505.294 (meters)                     COMP
 AA3037  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA3037  ELLIP HEIGHT-         167.89  (meters)          (07/29/02) GPS OBS
 AA3037  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AA3037
 AA3037  HORZ ORDER  -  FIRST
 AA3037  ELLP ORDER  -  FOURTH    CLASS I
 AA3037
 AA3037.The horizontal coordinates were established by GPS observations
 AA3037.and adjusted by the National Geodetic Survey in March 1995..
 AA3037
 AA3037.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3037
 AA3037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3037
 AA3037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3037
 AA3037.The ellipsoidal height was determined by GPS observations
 AA3037.and is referenced to NAD 83.
 AA3037
 AA3037.The geoid height was determined by GEOID03.
 AA3037
 AA3037;                    North         East     Units Scale Factor Converg.
 AA3037;SPC AL E     -   457,117.875   168,833.846   MT  0.99997197   -0 11 35.1
 AA3037;UTM  16      - 3,831,403.045   575,793.976   MT  0.99967081   +0 28 11.2
 AA3037
 AA3037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3037!SPC AL E     -   0.99997365  x   0.99997197  =   0.99994562
 AA3037!UTM  16      -   0.99997365  x   0.99967081  =   0.99964447
 AA3037
 AA3037                          SUPERSEDED SURVEY CONTROL
 AA3037
 AA3037  ELLIP H (03/30/95)  167.98   (m)                       GP(       ) 4 2
 AA3037  NGVD 29 (03/30/95)  196.8    (m)          646.     (f) GPS OBS        
 AA3037
 AA3037.Superseded values are not recommended for survey control.
 AA3037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3037.See file dsdata.txt to determine how the superseded data were derived.
 AA3037
 AA3037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7579431403(NAD 83)
 AA3037_MARKER: DD = SURVEY DISK
 AA3037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3037_SP_SET: CONCRETE POST
 AA3037_STAMPING: 36-62 1993
 AA3037_MARK LOGO: ALHD  
 AA3037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3037+STABILITY: SURFACE MOTION
 AA3037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3037+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3037
 AA3037  HISTORY     - Date     Condition        Report By
 AA3037  HISTORY     - 1993     MONUMENTED       ALHD
 AA3037
 AA3037                          STATION DESCRIPTION
 AA3037
 AA3037'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3037'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3037'U.S. 72, ABOUT 5.60 MI (9.01 KM) EAST OF WOODVILLE AND ABOUT 8.65 MI
 AA3037'(13.92 KM) SOUTHWEST OF SCOTTSBORO. TO REACH THE STATION FROM THE
 AA3037'JUNCTION OF U.S. 72 AND ALA 79 (MILE POST 133.40 ON U.S. 72 AND MILE
 AA3037'POST 92.25 ON ALA 79) ON THE WEST SIDE OF SCOTTSBORO, DRIVE WEST ON
 AA3037'U.S. 72 FOR 4.50 MI (7.24 KM) TO MILE POST 128.90 AND THE STATION ON
 AA3037'THE LEFT. THE STATION IS 56.3 FT (17.2 M) SOUTH-SOUTHWEST OF A JACKSON
 AA3037'COUNTY 227 DIRECTIONAL SIGN, 69.7 FT (21.2 M) SOUTHEAST OF A YIELD
 AA3037'SIGN, 81.8 FT (24.9 M) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 AA3037'OF U.S. 72, 164.0 FT (50.0 M) EAST OF THE CENTER OF JACKSON COUNTY
 AA3037'ROAD NO. 226, 1.6 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND
 AA3037'SET FLUSH WITH THE GROUND. STATION 36-63 1993 MAY BE USED AS AN
 AA3037'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3038 ***********************************************************************
 AA3038  DESIGNATION -  36 63
 AA3038  PID         -  AA3038
 AA3038  STATE/COUNTY-  AL/JACKSON
 AA3038  USGS QUAD   -  SWEARENGIN (1983)
 AA3038
 AA3038                         *CURRENT SURVEY CONTROL
 AA3038  ___________________________________________________________________
 AA3038* NAD 83(1992)-  34 37 18.02315(N)    086 09 44.58728(W)     ADJUSTED  
 AA3038* NAVD 88     -       189.7    (meters)     622.     (feet)  VERTCON   
 AA3038  ___________________________________________________________________
 AA3038  X           -     351,679.381 (meters)                     COMP
 AA3038  Y           -  -5,242,736.766 (meters)                     COMP
 AA3038  Z           -   3,603,498.801 (meters)                     COMP
 AA3038  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AA3038  ELLIP HEIGHT-         160.76  (meters)          (07/29/02) GPS OBS
 AA3038  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AA3038
 AA3038  HORZ ORDER  -  FIRST
 AA3038  ELLP ORDER  -  FOURTH    CLASS I
 AA3038
 AA3038.The horizontal coordinates were established by GPS observations
 AA3038.and adjusted by the National Geodetic Survey in March 1995..
 AA3038
 AA3038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3038
 AA3038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3038
 AA3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3038
 AA3038.The ellipsoidal height was determined by GPS observations
 AA3038.and is referenced to NAD 83.
 AA3038
 AA3038.The geoid height was determined by GEOID03.
 AA3038
 AA3038;                    North         East     Units Scale Factor Converg.
 AA3038;SPC AL E     -   457,111.620   169,824.990   MT  0.99997122   -0 11 13.0
 AA3038;UTM  16      - 3,831,408.255   576,784.828   MT  0.99967267   +0 28 33.3
 AA3038
 AA3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3038!SPC AL E     -   0.99997477  x   0.99997122  =   0.99994599
 AA3038!UTM  16      -   0.99997477  x   0.99967267  =   0.99964744
 AA3038
 AA3038                          SUPERSEDED SURVEY CONTROL
 AA3038
 AA3038  ELLIP H (03/30/95)  160.85   (m)                       GP(       ) 4 2
 AA3038  NGVD 29 (03/30/95)  189.7    (m)          622.     (f) GPS OBS        
 AA3038
 AA3038.Superseded values are not recommended for survey control.
 AA3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3038.See file dsdata.txt to determine how the superseded data were derived.
 AA3038
 AA3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7678531408(NAD 83)
 AA3038_MARKER: DD = SURVEY DISK
 AA3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3038_SP_SET: CONCRETE POST
 AA3038_STAMPING: 36-63 1993
 AA3038_MARK LOGO: ALHD  
 AA3038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3038+STABILITY: SURFACE MOTION
 AA3038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3038+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3038
 AA3038  HISTORY     - Date     Condition        Report By
 AA3038  HISTORY     - 1993     MONUMENTED       ALHD
 AA3038
 AA3038                          STATION DESCRIPTION
 AA3038
 AA3038'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3038'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3038'U.S. 72, ABOUT 6.15 MI (9.90 KM) EAST OF WOODVILLE AND ABOUT 8.10 MI
 AA3038'(13.04 KM) SOUTHWEST OF SCOTTSBORO. TO REACH THE STATION FROM THE
 AA3038'JUNCTION OF U.S. 72 AND ALA 79 (MILE POST 133.40 ON U.S. 72 AND MILE
 AA3038'POST 92.25 ON ALA 79) ON THE WEST SIDE OF SCOTTSBORO, DRIVE WEST ON
 AA3038'U.S. 72 FOR 3.85 MI (6.20 KM) TO MILE POST 129.55 AND THE STATION ON
 AA3038'THE RIGHT. THE STATION IS 32.4 FT (9.9 M) SOUTH OF A TWO STRAND BARBED
 AA3038'WIRE FENCE ON CEDAR POSTS, 80.0 FT (24.4 M) NORTH OF THE CENTERLINE OF
 AA3038'THE WEST BOUND LANES OF U.S. 72, 95.6 FT (29.1 M) WEST-SOUTHWEST OF
 AA3038'THE SOUTHEAST CORNER OF THE FENCE, 95.6 FT (29.1 M) WEST-SOUTHWEST OF
 AA3038'A R O W SIGN, 110.2 FT (33.6 M) NORTHWEST OF A JACKSON COUNTY 11
 AA3038'DIRECTIONAL SIGN, 111.2 FT (33.9 M) NORTHWEST OF JACKSON COUNTY 439
 AA3038'DIRECTIONAL SIGN, 216.0 FT (65.8 M) WEST OF THE CENTER OF JACKSON
 AA3038'COUNTY ROAD NO. 110, 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST,
 AA3038'AND SET FLUSH WITH THE GROUND. STATION 36-62 1993 MAY BE USED AS AN
 AA3038'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3039 ***********************************************************************
 AA3039  DESIGNATION -  36 64
 AA3039  PID         -  AA3039
 AA3039  STATE/COUNTY-  AL/JACKSON
 AA3039  USGS QUAD   -  GRANT (1982)
 AA3039
 AA3039                         *CURRENT SURVEY CONTROL
 AA3039  ___________________________________________________________________
 AA3039* NAD 83(1992)-  34 36 24.71970(N)    086 15 10.47849(W)     ADJUSTED  
 AA3039* NAVD 88     -       186.3    (meters)     611.     (feet)  GPS OBS   
 AA3039  ___________________________________________________________________
 AA3039  X           -     343,456.397 (meters)                     COMP
 AA3039  Y           -  -5,244,214.118 (meters)                     COMP
 AA3039  Z           -   3,602,145.018 (meters)                     COMP
 AA3039  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA3039  ELLIP HEIGHT-         157.33  (meters)          (08/29/05) GPS OBS
 AA3039  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA3039
 AA3039  HORZ ORDER  -  A
 AA3039  ELLP ORDER  -  FOURTH    CLASS I
 AA3039
 AA3039.The horizontal coordinates were established by GPS observations
 AA3039.and adjusted by the National Geodetic Survey in August 2005..
 AA3039
 AA3039.The orthometric height was determined by GPS observations and a
 AA3039.high-resolution geoid model.
 AA3039
 AA3039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3039
 AA3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3039
 AA3039.The ellipsoidal height was determined by GPS observations
 AA3039.and is referenced to NAD 83.
 AA3039
 AA3039.The geoid height was determined by GEOID03.
 AA3039
 AA3039;                    North         East     Units Scale Factor Converg.
 AA3039;SPC AL E     -   455,499.945   161,516.678   MT  0.99997825   -0 14 17.9
 AA3039;UTM  16      - 3,829,701.116   568,498.280   MT  0.99965783   +0 25 27.6
 AA3039
 AA3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3039!SPC AL E     -   0.99997530  x   0.99997825  =   0.99995355
 AA3039!UTM  16      -   0.99997530  x   0.99965783  =   0.99963314
 AA3039
 AA3039                          SUPERSEDED SURVEY CONTROL
 AA3039
 AA3039  ELLIP H (07/29/02)  157.27   (m)                       GP(       ) 4 1
 AA3039  NAD 83(1992)-  34 36 24.71954(N)    086 15 10.47852(W) AD(       ) 1
 AA3039  ELLIP H (03/30/95)  157.36   (m)                       GP(       ) 4 2
 AA3039  NGVD 29 (03/30/95)  186.2    (m)          611.     (f) GPS OBS        
 AA3039
 AA3039.Superseded values are not recommended for survey control.
 AA3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3039.See file dsdata.txt to determine how the superseded data were derived.
 AA3039
 AA3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6849829701(NAD 83)
 AA3039_MARKER: DD = SURVEY DISK
 AA3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3039_SP_SET: CONCRETE POST
 AA3039_STAMPING: 36-64 1993
 AA3039_MARK LOGO: ALHD  
 AA3039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3039+STABILITY: SURFACE MOTION
 AA3039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3039+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA3039
 AA3039  HISTORY     - Date     Condition        Report By
 AA3039  HISTORY     - 1993     MONUMENTED       ALHD
 AA3039  HISTORY     - 20040401 GOOD             ALHD
 AA3039  HISTORY     - 20040624 GOOD             ALPCO
 AA3039
 AA3039                          STATION DESCRIPTION
 AA3039
 AA3039'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3039'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3039'U.S. 72, ABOUT 1.70 MI (2.74 KM) SOUTHEAST OF WOODVILLE AND ABOUT
 AA3039'13.30 MI (21.40 KM) SOUTHWEST OF SCOTTSBORO. TO REACH THE STATION FROM
 AA3039'THE JUNCTION OF U.S. 72 AND ALA 79 (MILE POST 133.40 ON U.S. 72 AND
 AA3039'MILE POST 92.25 ON ALA 79) ON THE WEST SIDE OF SCOTTSBORO, DRIVE WEST
 AA3039'ON U.S. 72 FOR 9.35 MI (15.05 KM) TO MILE POST 124.05 AND THE STATION
 AA3039'ON THE LEFT. THE STATION IS 4.8 FT (1.5 M) NORTH-NORTHWEST OF A HOG
 AA3039'WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON FOUR BY FOUR-INCH WOOD
 AA3039'POSTS, 57.4 FT (17.5 M) EAST-NORTHEAST OF THE EAST ONE OF THREE
 AA3039'CONNECTED POSTS IN THE FENCE LINE, 106.7 FT (32.5 M) SOUTH-SOUTHEAST
 AA3039'OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 72, 134.8 FT (41.1
 AA3039'M) EAST-NORTHEAST OF A TELEPHONE SERVICE POLE, 166.9 FT (50.9 M)
 AA3039'WEST-SOUTHWEST OF THE NORTHEAST CORNER OF THE FENCE, 179.0 FT (54.6 M)
 AA3039'WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 219.8 FT (67.0 M)
 AA3039'EAST OF MILE POST 124 ON THE SOUTH SIDE OF U. S. 72, 251.5 FT (76.7 M)
 AA3039'EAST-NORTHEAST OF A TRANSFORMER POWER POLE WITH AN ELECTRIC METER,
 AA3039'254.0 FT (77.4 M) EAST-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA3039'4.6 FT (1.4 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA3039'WITH THE GROUND. STATION 36-65 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3039'STATION.
 AA3039
 AA3039                          STATION RECOVERY (2004)
 AA3039
 AA3039'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA3039'RECOVERED IN GOOD CONDITION.
 AA3039
 AA3039                          STATION RECOVERY (2004)
 AA3039
 AA3039'RECOVERY NOTE BY ALABAMA POWER COMPANY 2004 (KSB)
 AA3039'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3040 ***********************************************************************
 AA3040  DESIGNATION -  36 65
 AA3040  PID         -  AA3040
 AA3040  STATE/COUNTY-  AL/JACKSON
 AA3040  USGS QUAD   -  SWEARENGIN (1983)
 AA3040
 AA3040                         *CURRENT SURVEY CONTROL
 AA3040  ___________________________________________________________________
 AA3040* NAD 83(1992)-  34 36 38.96322(N)    086 14 40.55372(W)     ADJUSTED  
 AA3040* NAVD 88     -       184.0    (meters)     604.     (feet)  VERTCON   
 AA3040  ___________________________________________________________________
 AA3040  X           -     344,200.768 (meters)                     COMP
 AA3040  Y           -  -5,243,913.569 (meters)                     COMP
 AA3040  Z           -   3,602,504.955 (meters)                     COMP
 AA3040  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AA3040  ELLIP HEIGHT-         155.01  (meters)          (07/29/02) GPS OBS
 AA3040  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA3040
 AA3040  HORZ ORDER  -  FIRST
 AA3040  ELLP ORDER  -  FOURTH    CLASS I
 AA3040
 AA3040.The horizontal coordinates were established by GPS observations
 AA3040.and adjusted by the National Geodetic Survey in March 1995..
 AA3040
 AA3040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3040
 AA3040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3040
 AA3040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3040
 AA3040.The ellipsoidal height was determined by GPS observations
 AA3040.and is referenced to NAD 83.
 AA3040
 AA3040.The geoid height was determined by GEOID03.
 AA3040
 AA3040;                    North         East     Units Scale Factor Converg.
 AA3040;SPC AL E     -   455,935.703   162,280.883   MT  0.99997753   -0 14 01.0
 AA3040;UTM  16      - 3,830,145.541   569,257.151   MT  0.99965912   +0 25 44.7
 AA3040
 AA3040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3040!SPC AL E     -   0.99997567  x   0.99997753  =   0.99995320
 AA3040!UTM  16      -   0.99997567  x   0.99965912  =   0.99963480
 AA3040
 AA3040                          SUPERSEDED SURVEY CONTROL
 AA3040
 AA3040  ELLIP H (03/30/95)  155.11   (m)                       GP(       ) 4 2
 AA3040  NGVD 29 (03/30/95)  184.0    (m)          604.     (f) GPS OBS        
 AA3040
 AA3040.Superseded values are not recommended for survey control.
 AA3040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3040.See file dsdata.txt to determine how the superseded data were derived.
 AA3040
 AA3040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6925730146(NAD 83)
 AA3040_MARKER: DD = SURVEY DISK
 AA3040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3040_SP_SET: CONCRETE POST
 AA3040_STAMPING: 36-65 1993
 AA3040_MARK LOGO: ALHD  
 AA3040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3040+STABILITY: SURFACE MOTION
 AA3040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3040+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 AA3040
 AA3040  HISTORY     - Date     Condition        Report By
 AA3040  HISTORY     - 1993     MONUMENTED       ALHD
 AA3040  HISTORY     - 20040401 GOOD             ALHD
 AA3040
 AA3040                          STATION DESCRIPTION
 AA3040
 AA3040'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3040'THE STATION IS LOCATED IN JACKSON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3040'U.S. 72, ABOUT 1.85 MI (2.98 KM) SOUTHEAST OF WOODVILLE AND ABOUT
 AA3040'12.75 MI (20.52 KM) SOUTHWEST OF SCOTTSBORO. TO REACH THE STATION FROM
 AA3040'THE JUNCTION OF U.S. 72 AND ALA 79 (MILE POST 133.40 ON U.S. 72 AND
 AA3040'MILE POST 92.25 ON ALA 79) ON THE WEST SIDE OF SCOTTSBORO, DRIVE WEST
 AA3040'ON U.S. 72 FOR 8.80 MI (14.16 KM) TO MILE POST 124.60 AND THE STATION
 AA3040'ON THE LEFT. THE STATION IS 3.2 FT (1.0 M) NORTHWEST OF A FIVE STRAND
 AA3040'BARBED WIRE FENCE ON WOOD POSTS, 10.4 FT (3.2 M) WEST-SOUTHWEST OF THE
 AA3040'SOUTHWEST POST OF A PIPE GATE, 17.5 FT (5.3 M) SOUTHWEST OF THE CENTER
 AA3040'OF A DIRT FIELD ROAD, 23.1 FT (7.0 M) WEST-SOUTHWEST OF THE NORTHEAST
 AA3040'POST OF A PIPE GATE, 29.3 FT (8.9 M) SOUTHEAST OF THE SOUTHWEST END OF
 AA3040'AN EIGHTEEN-INCH CORREGATED METAL PIPE UNDER THE FIELD ROAD, 110.6 FT
 AA3040'(33.7 M) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S.
 AA3040'72, 123.0 FT (37.5 M) SOUTH-SOUTHWEST OF A JCT JACKSON COUNTY 6 SIGN,
 AA3040'2.9 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA3040'WITH THE GROUND. STATION 36-64 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3040'STATION.
 AA3040
 AA3040                          STATION RECOVERY (2004)
 AA3040
 AA3040'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA3040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3041 ***********************************************************************
 AA3041  DESIGNATION -  36 66
 AA3041  PID         -  AA3041
 AA3041  STATE/COUNTY-  AL/JACKSON
 AA3041  USGS QUAD   -  HOLLYTREE (1982)
 AA3041
 AA3041                         *CURRENT SURVEY CONTROL
 AA3041  ___________________________________________________________________
 AA3041* NAD 83(1992)-  34 45 28.45598(N)    086 18 36.89390(W)     ADJUSTED  
 AA3041* NAVD 88     -       192.4    (meters)     631.     (feet)  VERTCON   
 AA3041  ___________________________________________________________________
 AA3041  X           -     337,594.931 (meters)                     COMP
 AA3041  Y           -  -5,235,045.570 (meters)                     COMP
 AA3041  Z           -   3,615,927.132 (meters)                     COMP
 AA3041  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AA3041  ELLIP HEIGHT-         163.53  (meters)          (07/29/02) GPS OBS
 AA3041  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AA3041
 AA3041  HORZ ORDER  -  FIRST
 AA3041  ELLP ORDER  -  FOURTH    CLASS I
 AA3041
 AA3041.The horizontal coordinates were established by GPS observations
 AA3041.and adjusted by the National Geodetic Survey in March 1995..
 AA3041
 AA3041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3041
 AA3041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3041
 AA3041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3041
 AA3041.The ellipsoidal height was determined by GPS observations
 AA3041.and is referenced to NAD 83.
 AA3041
 AA3041.The geoid height was determined by GEOID03.
 AA3041
 AA3041;                    North         East     Units Scale Factor Converg.
 AA3041;SPC AL E     -   472,278.198   156,337.034   MT  0.99998349   -0 16 18.8
 AA3041;UTM  16      - 3,846,412.755   563,126.339   MT  0.99964911   +0 23 35.7
 AA3041
 AA3041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3041!SPC AL E     -   0.99997433  x   0.99998349  =   0.99995782
 AA3041!UTM  16      -   0.99997433  x   0.99964911  =   0.99962345
 AA3041
 AA3041:                Primary Azimuth Mark                     Grid Az
 AA3041:SPC AL E     -  36 67                                    003 09 22.7
 AA3041:UTM  16      -  36 67                                    002 29 28.2
 AA3041
 AA3041|---------------------------------------------------------------------|
 AA3041| PID    Reference Object                     Distance      Geod. Az  |
 AA3041|                                                           dddmmss.s |
 AA3041| AA3042 36 67                               413.848 METERS 0025303.9 |
 AA3041|---------------------------------------------------------------------|
 AA3041
 AA3041                          SUPERSEDED SURVEY CONTROL
 AA3041
 AA3041  ELLIP H (03/30/95)  163.61   (m)                       GP(       ) 4 2
 AA3041  NGVD 29 (03/30/95)  192.4    (m)          631.     (f) GPS OBS        
 AA3041
 AA3041.Superseded values are not recommended for survey control.
 AA3041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3041.See file dsdata.txt to determine how the superseded data were derived.
 AA3041
 AA3041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6312646413(NAD 83)
 AA3041_MARKER: DD = SURVEY DISK
 AA3041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3041_SP_SET: CONCRETE POST
 AA3041_STAMPING: 36-66 1993
 AA3041_MARK LOGO: ALHD  
 AA3041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3041+STABILITY: SURFACE MOTION
 AA3041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3041+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3041
 AA3041  HISTORY     - Date     Condition        Report By
 AA3041  HISTORY     - 1993     MONUMENTED       ALHD
 AA3041
 AA3041                          STATION DESCRIPTION
 AA3041
 AA3041'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3041'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA3041'JACKSON COUNTY ROAD NO. 10, ABOUT 6.80 MI (10.94 KM) NORTH OF PAINT
 AA3041'ROCK AND ABOUT 11.25 MI (18.10 KM) SOUTHWEST OF SKYLINE. TO REACH THE
 AA3041'STATION FROM THE JUNCTION OF U.S. 72 AND ALA 65 (MILE POST 0.00 ON ALA
 AA3041'65 AND MILE POST 116.35 ON U.S. 72) ABOUT 1.40 MI (2.25 KM) NORTH OF
 AA3041'PAINT ROCK, DRIVE NORTH AND NORTHEAST ON ALA 65 FOR 3.20 MI (5.15 KM)
 AA3041'TO MILE POST 3.20 AND JACKSON COUNTY ROAD NO. 10 ON THE LEFT, TURN
 AA3041'LEFT ON JACKSON COUNTY ROAD NO. 10 AND DRIVE NORTH FOR 2.50 MI (4.02
 AA3041'KM) TO THE STATION ON THE LEFT. THE STATION IS 5.6 FT (1.7 M) EAST OF
 AA3041'A PLASTIC STRIP FENCE ON WHITE WOOD POSTS, 25.0 FT (7.6 M) WEST OF THE
 AA3041'CENTER OF JACKSON COUNTY ROAD NO. 10, 50.7 FT (15.5 M) WEST-NORTHWEST
 AA3041'OF TRANSFORMER POWER POLE NO. 36 ACROSS THE ROAD, 54.5 FT (16.6 M)
 AA3041'SOUTH OF A PIPE POST FOR A BIRD HOUSE, 65.1 FT (19.8 M) SOUTHWEST OF A
 AA3041'LIGHT POST IN A FRONT YARD, 78.8 FT (24.0 M) WEST-SOUTHWEST OF THE
 AA3041'SOUTHWEST CORNER OF THE FRONT PORCH OF A STONE HOUSE ACROSS THE ROAD,
 AA3041'87.6 FT (26.7 M) WEST-SOUTHWEST OF THE NORTHWEST CORNER OF A STONE
 AA3041'HOUSE ACROSS THE ROAD, 98.0 FT (29.9 M) NORTH-NORTHWEST OF THE
 AA3041'NORTHEAST CORNER OF A CONCRETE BRIDGE OVER A CREEK, 113.3 FT (34.5 M)
 AA3041'NORTH OF THE NORTHWEST CORNER OF A CONCRETE BRIDGE OVER A CREEK, 113.5
 AA3041'FT (34.6 M) NORTH OF THE SOUTH END OF THE FENCE, 5.8 FT (1.8 M) WEST
 AA3041'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA3041'36-67 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3042 ***********************************************************************
 AA3042  DESIGNATION -  36 67
 AA3042  PID         -  AA3042
 AA3042  STATE/COUNTY-  AL/JACKSON
 AA3042  USGS QUAD   -  HOLLYTREE (1982)
 AA3042
 AA3042                         *CURRENT SURVEY CONTROL
 AA3042  ___________________________________________________________________
 AA3042* NAD 83(1992)-  34 45 41.86878(N)    086 18 36.07501(W)     ADJUSTED  
 AA3042* NAVD 88     -       193.7    (meters)     635.     (feet)  VERTCON   
 AA3042  ___________________________________________________________________
 AA3042  X           -     337,600.617 (meters)                     COMP
 AA3042  Y           -  -5,234,810.135 (meters)                     COMP
 AA3042  Z           -   3,616,267.454 (meters)                     COMP
 AA3042  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AA3042  ELLIP HEIGHT-         164.84  (meters)          (07/29/02) GPS OBS
 AA3042  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA3042
 AA3042  HORZ ORDER  -  FIRST
 AA3042  ELLP ORDER  -  FOURTH    CLASS I
 AA3042
 AA3042.The horizontal coordinates were established by GPS observations
 AA3042.and adjusted by the National Geodetic Survey in March 1995..
 AA3042
 AA3042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3042
 AA3042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3042
 AA3042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3042
 AA3042.The ellipsoidal height was determined by GPS observations
 AA3042.and is referenced to NAD 83.
 AA3042
 AA3042.The geoid height was determined by GEOID03.
 AA3042
 AA3042;                    North         East     Units Scale Factor Converg.
 AA3042;SPC AL E     -   472,691.411   156,359.821   MT  0.99998346   -0 16 18.5
 AA3042;UTM  16      - 3,846,826.066   563,144.320   MT  0.99964914   +0 23 36.3
 AA3042
 AA3042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3042!SPC AL E     -   0.99997413  x   0.99998346  =   0.99995759
 AA3042!UTM  16      -   0.99997413  x   0.99964914  =   0.99962327
 AA3042
 AA3042:                Primary Azimuth Mark                     Grid Az
 AA3042:SPC AL E     -  36 66                                    183 09 22.8
 AA3042:UTM  16      -  36 66                                    182 29 28.0
 AA3042
 AA3042|---------------------------------------------------------------------|
 AA3042| PID    Reference Object                     Distance      Geod. Az  |
 AA3042|                                                           dddmmss.s |
 AA3042| AA3041 36 66                               413.848 METERS 1825304.3 |
 AA3042|---------------------------------------------------------------------|
 AA3042
 AA3042                          SUPERSEDED SURVEY CONTROL
 AA3042
 AA3042  ELLIP H (03/30/95)  164.91   (m)                       GP(       ) 4 2
 AA3042  NGVD 29 (03/30/95)  193.7    (m)          635.     (f) GPS OBS        
 AA3042
 AA3042.Superseded values are not recommended for survey control.
 AA3042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3042.See file dsdata.txt to determine how the superseded data were derived.
 AA3042
 AA3042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6314446826(NAD 83)
 AA3042_MARKER: DD = SURVEY DISK
 AA3042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3042_SP_SET: CONCRETE POST
 AA3042_STAMPING: 36-67 1993
 AA3042_MARK LOGO: ALHD  
 AA3042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3042+STABILITY: SURFACE MOTION
 AA3042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3042+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 AA3042
 AA3042  HISTORY     - Date     Condition        Report By
 AA3042  HISTORY     - 1993     MONUMENTED       ALHD
 AA3042  HISTORY     - 19950601 GOOD             ALHD
 AA3042
 AA3042                          STATION DESCRIPTION
 AA3042
 AA3042'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3042'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA3042'JACKSON COUNTY ROAD NO. 10, ABOUT 7.05 MI (11.35 KM) NORTH OF PAINT
 AA3042'ROCK AND ABOUT 11.15 MI (17.94 KM) SOUTHWEST OF SKYLINE. TO REACH THE
 AA3042'STATION FROM THE JUNCTION OF U.S. 72 AND ALA 65 (MILE POST 0.00 ON ALA
 AA3042'65 AND MILE POST 116.35 ON U.S. 72) ABOUT 1.40 MI (2.25 KM) NORTH OF
 AA3042'PAINT ROCK, DRIVE NORTH AND NORTHEAST ON ALA 65 FOR 3.20 MI (5.15 KM)
 AA3042'TO MILE POST 3.20 AND JACKSON COUNTY ROAD NO. 10 ON THE LEFT, TURN
 AA3042'LEFT ON JACKSON COUNTY ROAD NO. 10 AND DRIVE NORTH FOR 2.75 MI (4.43
 AA3042'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) WEST OF
 AA3042'A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON WOOD AND STEEL
 AA3042'POSTS, 13.0 FT (4.0 M) EAST OF THE CENTER OF JACKSON COUNTY ROAD NO.
 AA3042'10, 32.2 FT (9.8 M) SOUTH OF THE NORTHWEST CORNER OF THE FENCE, 84.2
 AA3042'FT (25.7 M) SOUTH OF TRANSFORMER POWER POLE NO. 39, 136.9 FT (41.7 M)
 AA3042'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE ACROSS THE ROAD,
 AA3042'3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA3042'THE GROUND. STATION 36-66 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3042'STATION.
 AA3042
 AA3042                          STATION RECOVERY (1995)
 AA3042
 AA3042'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLD)
 AA3042'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3043 ***********************************************************************
 AA3043  DESIGNATION -  36 68
 AA3043  PID         -  AA3043
 AA3043  STATE/COUNTY-  AL/JACKSON
 AA3043  USGS QUAD   -  HOLLYTREE (1982)
 AA3043
 AA3043                         *CURRENT SURVEY CONTROL
 AA3043  ___________________________________________________________________
 AA3043* NAD 83(1992)-  34 50 04.51628(N)    086 18 34.38171(W)     ADJUSTED  
 AA3043* NAVD 88     -       211.8    (meters)     695.     (feet)  VERTCON   
 AA3043  ___________________________________________________________________
 AA3043  X           -     337,347.241 (meters)                     COMP
 AA3043  Y           -  -5,230,212.761 (meters)                     COMP
 AA3043  Z           -   3,622,924.298 (meters)                     COMP
 AA3043  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AA3043  ELLIP HEIGHT-         183.03  (meters)          (07/29/02) GPS OBS
 AA3043  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AA3043
 AA3043  HORZ ORDER  -  FIRST
 AA3043  ELLP ORDER  -  FOURTH    CLASS I
 AA3043
 AA3043.The horizontal coordinates were established by GPS observations
 AA3043.and adjusted by the National Geodetic Survey in March 1995..
 AA3043
 AA3043.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3043
 AA3043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3043
 AA3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3043
 AA3043.The ellipsoidal height was determined by GPS observations
 AA3043.and is referenced to NAD 83.
 AA3043
 AA3043.The geoid height was determined by GEOID03.
 AA3043
 AA3043;                    North         East     Units Scale Factor Converg.
 AA3043;SPC AL E     -   480,784.675   156,441.273   MT  0.99998338   -0 16 19.3
 AA3043;UTM  16      - 3,854,917.024   563,131.724   MT  0.99964912   +0 23 39.9
 AA3043
 AA3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3043!SPC AL E     -   0.99997127  x   0.99998338  =   0.99995465
 AA3043!UTM  16      -   0.99997127  x   0.99964912  =   0.99962040
 AA3043
 AA3043|---------------------------------------------------------------------|
 AA3043| PID    Reference Object                     Distance      Geod. Az  |
 AA3043|                                                           dddmmss.s |
 AA3043| AA3044 36 69                               313.515 METERS 31915     |
 AA3043|---------------------------------------------------------------------|
 AA3043
 AA3043                          SUPERSEDED SURVEY CONTROL
 AA3043
 AA3043  ELLIP H (03/30/95)  183.11   (m)                       GP(       ) 4 2
 AA3043  NGVD 29 (03/30/95)  211.8    (m)          695.     (f) GPS OBS        
 AA3043
 AA3043.Superseded values are not recommended for survey control.
 AA3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3043.See file dsdata.txt to determine how the superseded data were derived.
 AA3043
 AA3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6313254917(NAD 83)
 AA3043_MARKER: DD = SURVEY DISK
 AA3043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3043_SP_SET: CONCRETE POST
 AA3043_STAMPING: 36-68 1993
 AA3043_MARK LOGO: ALHD  
 AA3043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3043+STABILITY: SURFACE MOTION
 AA3043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3043+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3043
 AA3043  HISTORY     - Date     Condition        Report By
 AA3043  HISTORY     - 1993     MONUMENTED       ALHD
 AA3043
 AA3043                          STATION DESCRIPTION
 AA3043
 AA3043'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3043'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA3043'JACKSON COUNTY ROAD NO. 4, ABOUT 3.85 MI (6.20 KM) WEST-SOUTHWEST OF
 AA3043'PRINCETON AND ABOUT 12.10 MI (19.47 KM) NORTH OF PAINT ROCK. TO REACH
 AA3043'THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 65 (MILE POST 0.00 ON
 AA3043'ALA 65 AND MILE POST 116.35 ON U.S. 72) ABOUT 1.40 MI (2.25 KM) NORTH
 AA3043'OF PAINT ROCK, DRIVE NORTH AND NORTHEAST ON ALA 65 FOR 11.10 MI (17.86
 AA3043'KM) TO MILE POST 11.10 AND JACKSON COUNTY ROAD NO. 4 ON THE LEFT, TURN
 AA3043'LEFT ON JACKSON COUNTY ROAD NO. 4 AND DRIVE NORTHWEST FOR 5.15 MI
 AA3043'(8.29 KM) TO THE STATION ON THE LEFT. THE STATION IS LOCATED IN A HIGH
 AA3043'VOLTAGE POWER LINE RIGHT OF WAY, 24.5 FT (7.5 M) WEST OF THE CENTER OF
 AA3043'JACKSON COUNTY ROAD NO. 4, 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS
 AA3043'POST, AND SET FLUSH WITH THE GROUND. STATION 36-69 1993 MAY BE USED AS
 AA3043'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3044 ***********************************************************************
 AA3044  DESIGNATION -  36 69
 AA3044  PID         -  AA3044
 AA3044  STATE/COUNTY-  AL/JACKSON
 AA3044  USGS QUAD   -  HOLLYTREE (1982)
 AA3044
 AA3044                         *CURRENT SURVEY CONTROL
 AA3044  ___________________________________________________________________
 AA3044* NAD 83(1992)-  34 50 12.22315(N)    086 18 42.43670(W)     ADJUSTED  
 AA3044* NAVD 88     -       212.5    (meters)     697.     (feet)  VERTCON   
 AA3044  ___________________________________________________________________
 AA3044  X           -     337,134.302 (meters)                     COMP
 AA3044  Y           -  -5,230,091.110 (meters)                     COMP
 AA3044  Z           -   3,623,119.632 (meters)                     COMP
 AA3044  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AA3044  ELLIP HEIGHT-         183.72  (meters)          (07/29/02) GPS OBS
 AA3044  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AA3044
 AA3044  HORZ ORDER  -  FIRST
 AA3044  ELLP ORDER  -  FOURTH    CLASS I
 AA3044
 AA3044.The horizontal coordinates were established by GPS observations
 AA3044.and adjusted by the National Geodetic Survey in March 1995..
 AA3044
 AA3044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3044
 AA3044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3044
 AA3044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3044
 AA3044.The ellipsoidal height was determined by GPS observations
 AA3044.and is referenced to NAD 83.
 AA3044
 AA3044.The geoid height was determined by GEOID03.
 AA3044
 AA3044;                    North         East     Units Scale Factor Converg.
 AA3044;SPC AL E     -   481,023.137   156,237.744   MT  0.99998359   -0 16 23.9
 AA3044;UTM  16      - 3,855,153.024   562,925.504   MT  0.99964880   +0 23 35.3
 AA3044
 AA3044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3044!SPC AL E     -   0.99997116  x   0.99998359  =   0.99995475
 AA3044!UTM  16      -   0.99997116  x   0.99964880  =   0.99961997
 AA3044
 AA3044|---------------------------------------------------------------------|
 AA3044| PID    Reference Object                     Distance      Geod. Az  |
 AA3044|                                                           dddmmss.s |
 AA3044| AA3043 36 68                               313.515 METERS 13915     |
 AA3044|---------------------------------------------------------------------|
 AA3044
 AA3044                          SUPERSEDED SURVEY CONTROL
 AA3044
 AA3044  ELLIP H (03/30/95)  183.80   (m)                       GP(       ) 4 2
 AA3044  NGVD 29 (03/30/95)  212.4    (m)          697.     (f) GPS OBS        
 AA3044
 AA3044.Superseded values are not recommended for survey control.
 AA3044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3044.See file dsdata.txt to determine how the superseded data were derived.
 AA3044
 AA3044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6292655153(NAD 83)
 AA3044_MARKER: DD = SURVEY DISK
 AA3044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3044_SP_SET: CONCRETE POST
 AA3044_STAMPING: 36-69 1993
 AA3044_MARK LOGO: ALHD  
 AA3044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3044+STABILITY: SURFACE MOTION
 AA3044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3044+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3044
 AA3044  HISTORY     - Date     Condition        Report By
 AA3044  HISTORY     - 1993     MONUMENTED       ALHD
 AA3044
 AA3044                          STATION DESCRIPTION
 AA3044
 AA3044'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3044'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3044'JACKSON COUNTY ROAD NO. 4, ABOUT 3.95 MI (6.36 KM) WEST-SOUTHWEST OF
 AA3044'PRINCETON AND ABOUT 12.30 MI (19.79 KM) NORTH OF PAINT ROCK. TO REACH
 AA3044'THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 65 (MILE POST 0.00 ON
 AA3044'ALA 65 AND MILE POST 116.35 ON U.S. 72) ABOUT 1.40 MI (2.25 KM) NORTH
 AA3044'OF PAINT ROCK, DRIVE NORTH AND NORTHEAST ON ALA 65 FOR 11.10 MI (17.86
 AA3044'KM) TO MILE POST 11.10 AND JACKSON COUNTY ROAD NO. 4 ON THE LEFT, TURN
 AA3044'LEFT ON JACKSON COUNTY ROAD NO. 4 AND DRIVE NORTHWEST FOR 5.40 MI
 AA3044'(8.69 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA3044'SOUTH OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON OLD WOOD
 AA3044'POSTS, 17.0 FT (5.2 M) NORTH OF THE CENTER OF JACKSON COUNTY ROAD NO.
 AA3044'4, 138.3 FT (42.2 M) WEST OF THE JUNCTION OF THE HOG WIRE FENCE AND A
 AA3044'BOARD FENCE, 140.0 FT (42.7 M) WEST OF A ONE LANE BRIDGE SIGN, 2.9 FT
 AA3044'(0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA3044'GROUND. STATION 36-68 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1719 ***********************************************************************
 EF1719  DESIGNATION -  36 7
 EF1719  PID         -  EF1719
 EF1719  STATE/COUNTY-  AL/JACKSON
 EF1719  USGS QUAD   -  HYTOP (1975)
 EF1719
 EF1719                         *CURRENT SURVEY CONTROL
 EF1719  ___________________________________________________________________
 EF1719* NAD 83(1992)-  34 57 21.37588(N)    086 05 22.59732(W)     ADJUSTED  
 EF1719* NAVD 88     -       535.2    (meters)    1756.     (feet)  VERTCON   
 EF1719  ___________________________________________________________________
 EF1719  X           -     356,914.661 (meters)                     COMP
 EF1719  Y           -  -5,221,459.887 (meters)                     COMP
 EF1719  Z           -   3,634,151.760 (meters)                     COMP
 EF1719  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 EF1719  ELLIP HEIGHT-         506.45  (meters)          (07/29/02) GPS OBS
 EF1719  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 EF1719
 EF1719  HORZ ORDER  -  FIRST
 EF1719  ELLP ORDER  -  FOURTH    CLASS I
 EF1719
 EF1719.The horizontal coordinates were established by GPS observations
 EF1719.and adjusted by the National Geodetic Survey in December 1992..
 EF1719
 EF1719.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1719
 EF1719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1719
 EF1719.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1719
 EF1719.The ellipsoidal height was determined by GPS observations
 EF1719.and is referenced to NAD 83.
 EF1719
 EF1719.The geoid height was determined by GEOID03.
 EF1719
 EF1719;                    North         East     Units Scale Factor Converg.
 EF1719;SPC AL E     -   494,173.121   176,593.314   MT  0.99996675   -0 08 48.6
 EF1719;UTM  16      - 3,868,535.116   583,120.280   MT  0.99968515   +0 31 17.9
 EF1719
 EF1719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1719!SPC AL E     -   0.99992051  x   0.99996675  =   0.99988726
 EF1719!UTM  16      -   0.99992051  x   0.99968515  =   0.99960569
 EF1719
 EF1719|---------------------------------------------------------------------|
 EF1719| PID    Reference Object                     Distance      Geod. Az  |
 EF1719|                                                           dddmmss.s |
 EF1719| EF1720 36 8                                296.227 METERS 01112     |
 EF1719|---------------------------------------------------------------------|
 EF1719
 EF1719                          SUPERSEDED SURVEY CONTROL
 EF1719
 EF1719  ELLIP H (12/04/92)  506.51   (m)                       GP(       ) 4 1
 EF1719  NAD 83(1992)-  34 57 21.38062(N)    086 05 22.59645(W) AD(       ) 1
 EF1719  NGVD 29 (12/04/92)  535.1    (m)         1756.     (f) GPS OBS        
 EF1719
 EF1719.Superseded values are not recommended for survey control.
 EF1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1719.See file dsdata.txt to determine how the superseded data were derived.
 EF1719
 EF1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8312068535(NAD 83)
 EF1719_MARKER: DD = SURVEY DISK
 EF1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1719_SP_SET: CONCRETE POST
 EF1719_STAMPING: 36 - 7 1990
 EF1719_MARK LOGO: ALHD  
 EF1719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1719+STABILITY: SURFACE MOTION
 EF1719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1719+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 EF1719
 EF1719  HISTORY     - Date     Condition        Report By
 EF1719  HISTORY     - 1990     MONUMENTED       ALHD
 EF1719  HISTORY     - 19910205 GOOD
 EF1719
 EF1719                          STATION DESCRIPTION
 EF1719
 EF1719'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1719'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 EF1719'ALA 79, ABOUT 16.09 KM (10.00 MI) NORTH - NORTHEAST OF SKYLINE AND
 EF1719'ABOUT 25.03 KM (15.55 MI) NORTHWEST OF STEVENSON.
 EF1719'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 79, MILE
 EF1719'POST 133.40 ON U. S. 72, DRIVE NORTH ON ALA 79 39.67 KM (24.65 MI) TO
 EF1719'MILE POST 116.90 AND THE STATION ON THE RIGHT.
 EF1719'THE STATION IS 18.90 M (62.01 FT) SOUTH OF THE CENTER OF A GRAVEL
 EF1719'WOODS ROAD, 22.86 M (75.00 FT) EAST OF THE CENTERLINE OF ALA 79,
 EF1719'24.29 M (79.69 FT) SOUTH - SOUTHWEST OF A FOUR INCH BY FOUR INCH
 EF1719'TREATED WOOD POST WITH A 3 - A SIGN, 0.60 M (1.97 FT) WEST OF A
 EF1719'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1719'STATION 36 - 8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1719
 EF1719                          STATION RECOVERY (1991)
 EF1719
 EF1719'RECOVERED 1991
 EF1719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3112 ***********************************************************************
 AA3112  DESIGNATION -  36 70
 AA3112  PID         -  AA3112
 AA3112  STATE/COUNTY-  AL/JACKSON
 AA3112  USGS QUAD   -  HOLLYWOOD (1980)
 AA3112
 AA3112                         *CURRENT SURVEY CONTROL
 AA3112  ___________________________________________________________________
 AA3112* NAD 83(1992)-  34 42 53.96489(N)    085 57 51.35117(W)     ADJUSTED  
 AA3112* NAVD 88     -       198.1    (meters)     650.     (feet)  VERTCON   
 AA3112  ___________________________________________________________________
 AA3112  X           -     369,391.978 (meters)                     COMP
 AA3112  Y           -  -5,235,622.243 (meters)                     COMP
 AA3112  Z           -   3,612,018.012 (meters)                     COMP
 AA3112  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AA3112  ELLIP HEIGHT-         169.24  (meters)          (07/29/02) GPS OBS
 AA3112  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA3112
 AA3112  HORZ ORDER  -  FIRST
 AA3112  ELLP ORDER  -  FOURTH    CLASS I
 AA3112
 AA3112.The horizontal coordinates were established by GPS observations
 AA3112.and adjusted by the National Geodetic Survey in March 1995..
 AA3112
 AA3112.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3112
 AA3112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3112
 AA3112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3112
 AA3112.The ellipsoidal height was determined by GPS observations
 AA3112.and is referenced to NAD 83.
 AA3112
 AA3112.The geoid height was determined by GEOID03.
 AA3112
 AA3112;                    North         East     Units Scale Factor Converg.
 AA3112;SPC AL E     -   467,421.872   188,006.740   MT  0.99996177   -0 04 28.4
 AA3112;UTM  16      - 3,841,925.523   594,840.975   MT  0.99971086   +0 35 23.6
 AA3112
 AA3112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3112!SPC AL E     -   0.99997343  x   0.99996177  =   0.99993521
 AA3112!UTM  16      -   0.99997343  x   0.99971086  =   0.99968430
 AA3112
 AA3112                          SUPERSEDED SURVEY CONTROL
 AA3112
 AA3112  ELLIP H (03/30/95)  169.35   (m)                       GP(       ) 4 2
 AA3112  NGVD 29 (03/30/95)  198.1    (m)          650.     (f) GPS OBS        
 AA3112
 AA3112.Superseded values are not recommended for survey control.
 AA3112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3112.See file dsdata.txt to determine how the superseded data were derived.
 AA3112
 AA3112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED9484141926(NAD 83)
 AA3112_MARKER: DD = SURVEY DISK
 AA3112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3112_SP_SET: CONCRETE POST
 AA3112_STAMPING: 36-70 1994
 AA3112_MARK LOGO: ALHD  
 AA3112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3112+STABILITY: SURFACE MOTION
 AA3112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3112+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 AA3112
 AA3112  HISTORY     - Date     Condition        Report By
 AA3112  HISTORY     - 1994     MONUMENTED       ALHD
 AA3112  HISTORY     - 20050224 GOOD             INDIV
 AA3112
 AA3112                          STATION DESCRIPTION
 AA3112
 AA3112'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (HTS)
 AA3112'THE STATION IS LOCATED IN JACKSON COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA3112'OF U.S. 72 IN HOLLYWOOD. TO REACH THE STATION FROM THE JUNCTION OF
 AA3112'U.S. 72 AND ALA 35 (MILE POST 139.15 ON U.S. 72 AND MILE POST 50.35 ON
 AA3112'ALA 35) AT AN INTERCHANGE IN SCOTTSBORO, DRIVE NORTHEAST ON U.S. 72
 AA3112'FOR 4.60 MI (7.40 KM) TO MILE POST 143.75 AND THE STATION ON THE LEFT.
 AA3112'THE STATION IS LOCATED IN FRONT OF WALKER OIL COMPANY, 40.6 FT (12.4
 AA3112'M) SOUTHEAST OF A FUEL PUMP, 47.5 FT (14.5 M) WEST-SOUTHWEST OF THE
 AA3112'SOUTHWEST END OF A FIFTEEN-INCH CORREGATED METAL PIPE UNDER A GRAVEL
 AA3112'DRIVEWAY, 62.4 FT (19.0 M) NORTHWEST OF THE CENTERLINE OF THE WEST
 AA3112'BOUND LANES OF U.S. 72, 86.3 FT (26.3 M) SOUTHEAST OF A FLAG POLE,
 AA3112'94.1 FT (28.7 M) NORTHEAST  OF A POWER AND CABLE POLE, 118.6 FT (36.1
 AA3112'M) SOUTHWEST OF A TRANSFORMER POWER AND CABLE POLE, 115.9 FT (35.3 M)
 AA3112'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK BUILDING,
 AA3112'130.6 FT (39.8 M) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE
 AA3112'CONCRETE BLOCK BUILDING, 2.5 FT (0.8 M) SOUTHEAST OF A CARSONITE
 AA3112'WITNESS POST, AND SET ABOUT 2 INCHES BELOW THE SURFACE. STATION 36-42
 AA3112'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3112
 AA3112                          STATION RECOVERY (2005)
 AA3112
 AA3112'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005
 AA3112'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1720 ***********************************************************************
 EF1720  DESIGNATION -  36 8
 EF1720  PID         -  EF1720
 EF1720  STATE/COUNTY-  AL/JACKSON
 EF1720  USGS QUAD   -  HYTOP (1975)
 EF1720
 EF1720                         *CURRENT SURVEY CONTROL
 EF1720  ___________________________________________________________________
 EF1720* NAD 83(1992)-  34 57 30.80512(N)    086 05 20.32791(W)     ADJUSTED  
 EF1720* NAVD 88     -       533.1    (meters)    1749.     (feet)  VERTCON   
 EF1720  ___________________________________________________________________
 EF1720  X           -     356,960.633 (meters)                     COMP
 EF1720  Y           -  -5,221,288.094 (meters)                     COMP
 EF1720  Z           -   3,634,388.704 (meters)                     COMP
 EF1720  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 EF1720  ELLIP HEIGHT-         504.31  (meters)          (07/29/02) GPS OBS
 EF1720  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 EF1720
 EF1720  HORZ ORDER  -  FIRST
 EF1720  ELLP ORDER  -  FOURTH    CLASS I
 EF1720
 EF1720.The horizontal coordinates were established by GPS observations
 EF1720.and adjusted by the National Geodetic Survey in December 1992..
 EF1720
 EF1720.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1720
 EF1720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1720
 EF1720.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1720
 EF1720.The ellipsoidal height was determined by GPS observations
 EF1720.and is referenced to NAD 83.
 EF1720
 EF1720.The geoid height was determined by GEOID03.
 EF1720
 EF1720;                    North         East     Units Scale Factor Converg.
 EF1720;SPC AL E     -   494,463.540   176,651.633   MT  0.99996672   -0 08 47.3
 EF1720;UTM  16      - 3,868,826.114   583,175.191   MT  0.99968526   +0 31 19.3
 EF1720
 EF1720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1720!SPC AL E     -   0.99992085  x   0.99996672  =   0.99988757
 EF1720!UTM  16      -   0.99992085  x   0.99968526  =   0.99960613
 EF1720
 EF1720|---------------------------------------------------------------------|
 EF1720| PID    Reference Object                     Distance      Geod. Az  |
 EF1720|                                                           dddmmss.s |
 EF1720| EF1719 36 7                                296.227 METERS 19112     |
 EF1720|---------------------------------------------------------------------|
 EF1720
 EF1720                          SUPERSEDED SURVEY CONTROL
 EF1720
 EF1720  ELLIP H (12/04/92)  504.36   (m)                       GP(       ) 4 1
 EF1720  NAD 83(1992)-  34 57 30.80985(N)    086 05 20.32704(W) AD(       ) 1
 EF1720  NGVD 29 (12/04/92)  533.0    (m)         1749.     (f) GPS OBS        
 EF1720
 EF1720.Superseded values are not recommended for survey control.
 EF1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1720.See file dsdata.txt to determine how the superseded data were derived.
 EF1720
 EF1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8317568826(NAD 83)
 EF1720_MARKER: DD = SURVEY DISK
 EF1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1720_SP_SET: CONCRETE POST
 EF1720_STAMPING: 36 - 8 1990
 EF1720_MARK LOGO: ALHD  
 EF1720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1720+STABILITY: SURFACE MOTION
 EF1720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1720+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1991
 EF1720
 EF1720  HISTORY     - Date     Condition        Report By
 EF1720  HISTORY     - 1990     MONUMENTED       ALHD
 EF1720  HISTORY     - 19910220 GOOD
 EF1720
 EF1720                          STATION DESCRIPTION
 EF1720
 EF1720'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1720'THE STATION IS LOCATED IN JACKSON COUNTY ON THE EAST RIGHT OF WAY OF
 EF1720'ALA 79, ABOUT 16.50 KM (10.25 MI) NORTH - NORTHEAST OF SKYLINE AND
 EF1720'ABOUT 25.11 KM (15.60 MI) NORTHWEST OF STEVENSON.
 EF1720'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 79, MILE
 EF1720'POST 133.40 ON U. S. 72, DRIVE NORTH ON ALA 79 40.07 KM (24.90 MI) TO
 EF1720'MILE POST 117.15 AND THE STATION ON THE RIGHT.
 EF1720'THE STATION IS 3.51 M (11.52 FT) EAST OF THE EAST EDGE OF A CONCRETE
 EF1720'DITCH FLUME, 16.15 M (52.99 FT) EAST OF THE CENTERLINE OF ALA 79,
 EF1720'17.98 M (58.99 FT) EAST - NORTHEAST OF THE CENTER OF THE INTERSECTION
 EF1720'OF A GRAVEL WOODS ROAD NO. R - 4 ACROSS ALA 79, 0.85 M (2.79 FT) WEST
 EF1720'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1720'STATION 36 - 7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1720
 EF1720                          STATION RECOVERY (1991)
 EF1720
 EF1720'RECOVERED 1991
 EF1720'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1721 ***********************************************************************
 EF1721  DESIGNATION -  36 9
 EF1721  PID         -  EF1721
 EF1721  STATE/COUNTY-  AL/JACKSON
 EF1721  USGS QUAD   -  PAINT ROCK (1982)
 EF1721
 EF1721                         *CURRENT SURVEY CONTROL
 EF1721  ___________________________________________________________________
 EF1721* NAD 83(1992)-  34 39 21.62212(N)    086 19 41.76933(W)     ADJUSTED  
 EF1721* NAVD 88     -       183.29   (meters)     601.3    (feet)  N HEIGHT  
 EF1721  ___________________________________________________________________
 EF1721  X           -     336,360.070 (meters)                     COMP
 EF1721  Y           -  -5,241,567.220 (meters)                     COMP
 EF1721  Z           -   3,606,628.838 (meters)                     COMP
 EF1721  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 EF1721  ELLIP HEIGHT-         154.33  (meters)          (07/29/02) GPS OBS
 EF1721  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EF1721  DYNAMIC HT  -         183.11  (meters)     600.8   (feet)  COMP
 EF1721  MODELED GRAV-     979,620.3   (mgal)                       NAVD 88
 EF1721
 EF1721  HORZ ORDER  -  FIRST
 EF1721  VERT ORDER  -  THIRD
 EF1721  ELLP ORDER  -  FOURTH    CLASS I
 EF1721
 EF1721.The horizontal coordinates were established by GPS observations
 EF1721.and adjusted by the National Geodetic Survey in December 1992..
 EF1721
 EF1721.The orthometric height was determined by differential leveling
 EF1721.and adjusted by the National Geodetic Survey in September 1998..
 EF1721.The height was determined by precise leveling from only one NSRS
 EF1721.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EF1721.allowed ONLY to validate the GPS-derived height.
 EF1721
 EF1721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1721
 EF1721.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1721
 EF1721.The ellipsoidal height was determined by GPS observations
 EF1721.and is referenced to NAD 83.
 EF1721
 EF1721.The geoid height was determined by GEOID03.
 EF1721
 EF1721.The dynamic height is computed by dividing the NAVD 88
 EF1721.geopotential number by the normal gravity value computed on the
 EF1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1721.degrees latitude (g = 980.6199 gals.).
 EF1721
 EF1721.The modeled gravity was interpolated from observed gravity values.
 EF1721
 EF1721;                    North         East     Units Scale Factor Converg.
 EF1721;SPC AL E     -   460,982.368   154,631.550   MT  0.99998536   -0 16 53.2
 EF1721;UTM  16      - 3,835,101.719   561,552.461   MT  0.99964670   +0 22 55.2
 EF1721
 EF1721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1721!SPC AL E     -   0.99997577  x   0.99998536  =   0.99996114
 EF1721!UTM  16      -   0.99997577  x   0.99964670  =   0.99962248
 EF1721
 EF1721                          SUPERSEDED SURVEY CONTROL
 EF1721
 EF1721  ELLIP H (12/04/92)  154.43   (m)                       GP(       ) 4 1
 EF1721  NAD 83(1992)-  34 39 21.62871(N)    086 19 41.76211(W) AD(       ) 1
 EF1721  NGVD 29 (??/??/??)  183.27   (m)          601.3    (f) N HEIGHT    3  
 EF1721
 EF1721.Superseded values are not recommended for survey control.
 EF1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1721.See file dsdata.txt to determine how the superseded data were derived.
 EF1721
 EF1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6155235102(NAD 83)
 EF1721_MARKER: DD = SURVEY DISK
 EF1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1721_SP_SET: CONCRETE POST
 EF1721_STAMPING: 36 - 9 1990
 EF1721_MARK LOGO: ALHD  
 EF1721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1721+STABILITY: SURFACE MOTION
 EF1721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1721+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 EF1721
 EF1721  HISTORY     - Date     Condition        Report By
 EF1721  HISTORY     - 1990     MONUMENTED       ALHD
 EF1721  HISTORY     - 19910207 GOOD
 EF1721  HISTORY     - 19931118 GOOD             ALHD
 EF1721  HISTORY     - 19950601 GOOD             ALHD
 EF1721
 EF1721                          STATION DESCRIPTION
 EF1721
 EF1721'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1721'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 EF1721'U. S. 72 IN PAINT ROCK.
 EF1721'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND ALA 65, MILE
 EF1721'POST 116.30 ON U. S. 72, DRIVE SOUTH ON U. S. 72 2.66 KM (1.65 MI) TO
 EF1721'MILE POST 117.95 AND THE STATION ON THE RIGHT.
 EF1721'THE STATION IS 5.49 M (18.01 FT) WEST - SOUTHWEST OF A STEEL
 EF1721'GUARDRAIL, 10.97 M (35.99 FT) SOUTH - SOUTHEAST OF THE CENTER OF A
 EF1721'GRAVEL DRIVEWAY, 12.80 M (41.99 FT) WEST - SOUTHWEST OF THE
 EF1721'CENTERLINE OF THE EAST BOUND LANES OF U. S. 72, 21.15 M (69.39 FT)
 EF1721'NORTH OF THE NORTH END OF THE WEST HEADWALL OF A DOUBLE TEN FOOT BY
 EF1721'TEN FOOT CONCRETE CULVERT UNDER U. S. 72, 26.85 M (88.09 FT)
 EF1721'SOUTHEAST OF TRANSFORMER POWER POLE NO. 30, 1.15 M (3.77 FT) EAST OF A
 EF1721'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1721'STATION 36 - 10 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1721
 EF1721                          STATION RECOVERY (1991)
 EF1721
 EF1721'RECOVERED 1991
 EF1721'RECOVERED IN GOOD CONDITION.
 EF1721
 EF1721                          STATION RECOVERY (1993)
 EF1721
 EF1721'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLD)
 EF1721'THE STATION IS LOCATED IN JACKSON COUNTY ON THE WEST RIGHT OF WAY OF
 EF1721'U.S. 72 IN PAINT ROCK. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 EF1721'72 AND ALA 65, MILE POST 116.30 ON U.S. 72, DRIVE SOUTH ON U.S. 72 FOR
 EF1721'2.66 KM (1.65 MI) TO MILE POST 117.95 AND THE STATION ON THE RIGHT.
 EF1721'THE STATION IS 5.49 M (18.01 FT) WEST-SOUTHWEST OF A STEEL GUARDRAIL,
 EF1721'10.97 M (35.99 FT) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY,
 EF1721'12.80 M (41.99 FT) WEST-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND
 EF1721'LANES OF U.S. 72, 21.15 M (69.39 FT) NORTH OF THE NORTH END OF THE
 EF1721'WEST HEADWALL OF A DOUBLE TEN FOOT BY TEN FOOT CONCRETE CULVERT UNDER
 EF1721'U.S. 72, 26.85 M (88.09 FT) SOUTHEAST OF TRANSFORMER POWER POLE NO.
 EF1721'30, 1.15 M (3.77 FT) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1721'WITH THE GROUND. STATION 36-10 1990 MAY BE USED AS AN AZIMUTH FOR THIS
 EF1721'STATION.
 EF1721
 EF1721                          STATION RECOVERY (1995)
 EF1721
 EF1721'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLD)
 EF1721'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2050 ***********************************************************************
 BH2050  DESIGNATION -  360 7
 BH2050  PID         -  BH2050
 BH2050  STATE/COUNTY-  AL/MOBILE
 BH2050  USGS QUAD   -  SEMMES (1985)
 BH2050
 BH2050                         *CURRENT SURVEY CONTROL
 BH2050  ___________________________________________________________________
 BH2050* NAD 83(1992)-  30 46 43.08087(N)    088 15 13.29526(W)     ADJUSTED  
 BH2050* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 BH2050  ___________________________________________________________________
 BH2050  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 BH2050  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 BH2050
 BH2050  HORZ ORDER  -  SECOND
 BH2050
 BH2050.The horizontal coordinates were established by classical geodetic methods
 BH2050.and adjusted by the National Geodetic Survey in May 1994..
 BH2050
 BH2050.The orthometric height was scaled from a topographic map.
 BH2050
 BH2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2050
 BH2050.The geoid height was determined by GEOID03.
 BH2050
 BH2050;                    North         East     Units Scale Factor Converg.
 BH2050;SPC AL W     -    86,555.635   527,857.165   MT  0.99999751   -0 23 08.5
 BH2050;UTM  16      - 3,405,741.089   380,034.680   MT  0.99977753   -0 38 29.8
 BH2050
 BH2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2050!SPC AL W     -   0.99999271  x   0.99999751  =   0.99999022
 BH2050!UTM  16      -   0.99999271  x   0.99977753  =   0.99977024
 BH2050
 BH2050                          SUPERSEDED SURVEY CONTROL
 BH2050
 BH2050  NAD 83(1992)-  30 46 43.08024(N)    088 15 13.29497(W) AD(       ) 2
 BH2050  NAD 83(1986)-  30 46 43.09909(N)    088 15 13.29775(W) AD(       ) 2
 BH2050  NAD 27      -  30 46 42.42500(N)    088 15 13.27700(W) AD(       ) 2
 BH2050
 BH2050.Superseded values are not recommended for survey control.
 BH2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2050.See file dsdata.txt to determine how the superseded data were derived.
 BH2050
 BH2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8003505741(NAD 83)
 BH2050_MARKER: DD = SURVEY DISK
 BH2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2050_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2050+STABILITY: SURFACE MOTION
 BH2050
 BH2050  HISTORY     - Date     Condition        Report By
 BH2050  HISTORY     - 1938     MONUMENTED       ALGS
 BH2050  HISTORY     - 1942     GOOD             CGS
 BH2050  HISTORY     - 1951     GOOD             CGS
 BH2050
 BH2050                          STATION DESCRIPTION
 BH2050
 BH2050'DESCRIBED BY ALABAMA GEODETIC SURVEY 1938
 BH2050'SEE STATION SEMMES
 BH2050
 BH2050                          STATION RECOVERY (1942)
 BH2050
 BH2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2050'THIS STATION IS LOCATED IN THE VILLAGE OF SEMMES, 0.5 MILE E OF AN
 BH2050'OVERHEAD PASS ON U.S. HIGHWAY 42, 33 FEET N OF THE CENTER LINE OF
 BH2050'U.S. HIGHWAY 42, 15 FEET W OF THE GATE ENTRANCE TO A FARMHOUSE, AND 3
 BH2050'FEET S OF THE E-W HIGHWAY RIGHT-OF- WAY FENCE LINE.
 BH2050'
 BH2050'THE MARK IS A STANDARD STATE SURVEY DISK STAMPED U.S.C. AND G.S.S.S.
 BH2050'360-7 AND IS SET IN A 7- BY 7-INCH CONCRETE POST WHICH PROJECTS 4
 BH2050'INCHES.
 BH2050'
 BH2050'A TRAVERSE CONNECTION WAS MADE TO STATION SEMMES.
 BH2050
 BH2050                          STATION RECOVERY (1951)
 BH2050
 BH2050'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (PLB)
 BH2050'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.  AT THE REQUEST
 BH2050'OF THE PROPERTY OWNER, WHO PLANNED TO WIDEN THE DRIVEWAY, THE MARK
 BH2050'WAS LOWERED 2.051 FT. IN THE SAME HORIZONTAL POSITION.  A COMPLETE
 BH2050'NEW DESCRIPTION FOLLOWS-
 BH2050'
 BH2050'STATION IS LOCATED 0.4 MI. SE ALONG STATE HIGHWAY 42 FROM THE GULF,
 BH2050'MOBILE AND NORTHERN RAILROAD VIADUCT AT SEMMES, SECTION 23, T3
 BH2050'S, R 3 W, 84.7 FT. SE OF THE SW CORNER OF A BUILDING OWNED BY THE
 BH2050'HOWELL NURSERIES, 35.4 FT. N OF THE CENTERLINE OF THE HIGHWAY,
 BH2050'58.7 FT. W OF A 22-IN. OAK TREE IN AN ADJACENT YARD, AND 11.2 FT. NW
 BH2050'OF A POWER POLE ON THE N SIDE OF THE ROAD.  IT IS A U.S. C. AND G.S.
 BH2050'AND STATE SURVEY DISK, STAMPED 360 7 1938 RESET 1951 AND SET IN THE
 BH2050'TOP OF A 5-IN. SQUARE CONCRETE POST 1.7 FT. BELOW THE PRESENT GROUND
 BH2050'SURFACE.  FURTHER GRADING WILL BE DONE, BUT THE MARK WILL NOT BE
 BH2050'DISTURBED.  ELEVATION OF THE MARK IS 240.998 (243.049 MINUS 2.051).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0161 ***********************************************************************
 EF0161  DESIGNATION -  37
 EF0161  PID         -  EF0161
 EF0161  STATE/COUNTY-  AL/MADISON
 EF0161  USGS QUAD   -  GUNTERSVILLE DAM (1970)
 EF0161
 EF0161                         *CURRENT SURVEY CONTROL
 EF0161  ___________________________________________________________________
 EF0161* NAD 83(1986)-  34 28 51.     (N)    086 28 44.     (W)     SCALED    
 EF0161* NAVD 88     -       174.232  (meters)     571.63   (feet)  ADJUSTED  
 EF0161  ___________________________________________________________________
 EF0161  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EF0161  DYNAMIC HT  -         174.052 (meters)     571.04  (feet)  COMP
 EF0161  MODELED GRAV-     979,599.0   (mgal)                       NAVD 88
 EF0161
 EF0161  VERT ORDER  -  FIRST     CLASS II
 EF0161
 EF0161.The horizontal coordinates were scaled from a topographic map and have
 EF0161.an estimated accuracy of +/- 6 seconds.
 EF0161
 EF0161.The orthometric height was determined by differential leveling
 EF0161.and adjusted by the National Geodetic Survey in June 1991..
 EF0161
 EF0161.The geoid height was determined by GEOID03.
 EF0161
 EF0161.The dynamic height is computed by dividing the NAVD 88
 EF0161.geopotential number by the normal gravity value computed on the
 EF0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0161.degrees latitude (g = 980.6199 gals.).
 EF0161
 EF0161.The modeled gravity was interpolated from observed gravity values.
 EF0161
 EF0161;                    North         East    Units  Estimated Accuracy
 EF0161;SPC AL E     -   441,630.      140,700.      MT  (+/- 180 meters Scaled)
 EF0161
 EF0161                          SUPERSEDED SURVEY CONTROL
 EF0161
 EF0161  NGVD 29 (??/??/92)  174.208  (m)          571.55   (f) ADJ UNCH    1 2
 EF0161
 EF0161.Superseded values are not recommended for survey control.
 EF0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0161.See file dsdata.txt to determine how the superseded data were derived.
 EF0161
 EF0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED478155(NAD 83)
 EF0161_MARKER: DD = SURVEY DISK
 EF0161_SETTING: 80 = SET IN A BOULDER
 EF0161_SP_SET: BOULDER
 EF0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0161+STABILITY: SURFACE MOTION
 EF0161
 EF0161  HISTORY     - Date     Condition        Report By
 EF0161  HISTORY     - UNK      MONUMENTED       USE
 EF0161  HISTORY     - 1934     GOOD             NGS
 EF0161
 EF0161                          STATION DESCRIPTION
 EF0161
 EF0161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0161'15.5 MI NW FROM GUNTERSVILLE.
 EF0161'IN MADISON COUNTY, ABOUT 15 1/2 MILES DOWNSTREAM FROM GUNTERSVILLE,
 EF0161'MARSHALL COUNTY, ON THE RIGHT BANK OF TENNESSEE RIVER, AT MILEAGE
 EF0161'121.5 ABOUT 1 MILE DOWNSTREAM FROM THE MOUTH OF PAINT ROCK RIVER, AT
 EF0161'THE LOWER END OF THE HIGH POINT OF CLARK BLUFF, ABOUT 200 FEET
 EF0161'UPSTREAM FROM THE FIRST UPSTREAM BOULDER THAT SETS ON LOW RIVER BANK,
 EF0161'12 FEET DOWNSTREAM FROM A BLAZED 7-INCH CEDAR TREE NEAR A VERTICAL
 EF0161'FACE OF THE BLUFF, 10 FEET NORTH OF AN 11-INCH POST OAK AND ON A BENCH
 EF0161'OF ROCK 3 FEET WIDE AND FOUR FEET HIGHER THAN GROUND UNDER A
 EF0161'PROJECTING LEDGE FROM BLUFF.  A CORPS OF ENGINEERS, U.S. ARMY,
 EF0161'STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2725 ***********************************************************************
 DH2725  DESIGNATION -  37 1
 DH2725  PID         -  DH2725
 DH2725  STATE/COUNTY-  AL/JEFFERSON
 DH2725  USGS QUAD   -  BROOKSIDE (1986)
 DH2725
 DH2725                         *CURRENT SURVEY CONTROL
 DH2725  ___________________________________________________________________
 DH2725* NAD 83(1992)-  33 41 45.50005(N)    086 59 12.55627(W)     ADJUSTED  
 DH2725* NAVD 88     -       101.9    (meters)     334.     (feet)  VERTCON   
 DH2725  ___________________________________________________________________
 DH2725  X           -     279,234.134 (meters)                     COMP
 DH2725  Y           -  -5,304,758.278 (meters)                     COMP
 DH2725  Z           -   3,518,479.912 (meters)                     COMP
 DH2725  LAPLACE CORR-          -2.82  (seconds)                    DEFLEC99
 DH2725  ELLIP HEIGHT-          73.17  (meters)          (07/29/02) GPS OBS
 DH2725  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DH2725
 DH2725  HORZ ORDER  -  FIRST
 DH2725  ELLP ORDER  -  FOURTH    CLASS I
 DH2725
 DH2725.The horizontal coordinates were established by GPS observations
 DH2725.and adjusted by the National Geodetic Survey in December 1992..
 DH2725
 DH2725.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2725
 DH2725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2725
 DH2725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2725
 DH2725.The ellipsoidal height was determined by GPS observations
 DH2725.and is referenced to NAD 83.
 DH2725
 DH2725.The geoid height was determined by GEOID03.
 DH2725
 DH2725;                    North         East     Units Scale Factor Converg.
 DH2725;SPC AL W     -   409,916.274   647,575.224   MT  0.99996123   +0 17 05.0
 DH2725;UTM  16      - 3,728,446.893   501,221.354   MT  0.99960002   +0 00 26.3
 DH2725
 DH2725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2725!SPC AL W     -   0.99998851  x   0.99996123  =   0.99994974
 DH2725!UTM  16      -   0.99998851  x   0.99960002  =   0.99958854
 DH2725
 DH2725                          SUPERSEDED SURVEY CONTROL
 DH2725
 DH2725  ELLIP H (12/04/92)   73.21   (m)                       GP(       ) 4 1
 DH2725  NAD 83(1986)-  33 41 45.50661(N)    086 59 12.55524(W) AD(       ) 1
 DH2725  NGVD 29 (12/04/92)  101.8    (m)          334.     (f) GPS OBS        
 DH2725
 DH2725.Superseded values are not recommended for survey control.
 DH2725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2725.See file dsdata.txt to determine how the superseded data were derived.
 DH2725
 DH2725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0122128447(NAD 83)
 DH2725_MARKER: DD = SURVEY DISK
 DH2725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2725_SP_SET: CONCRETE POST
 DH2725_STAMPING: 37 - 1 1989
 DH2725_MARK LOGO: ALHD  
 DH2725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2725+STABILITY: SURFACE MOTION
 DH2725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2725+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1990
 DH2725
 DH2725  HISTORY     - Date     Condition        Report By
 DH2725  HISTORY     - 1989     MONUMENTED       ALHD
 DH2725  HISTORY     - 19900306 GOOD
 DH2725
 DH2725                          STATION DESCRIPTION
 DH2725
 DH2725'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2725'THE STATION IS LOCATED IN THE MEDIAN OF U.S. 78 APPROXIMATELY 5 MI
 DH2725'(8.0 KM) NORTHWEST OF GRAYSVILLE AND APPROXIMATELY 300 FT (91.4 M)
 DH2725'NORTH OF THE BRIDGES OVER THE SEABOARD SYSTEM RAILROAD AT A PAVED
 DH2725'CROSSOVER THROUGH THE MEDIAN.
 DH2725'TO REACH THE STATION FROM THE SOUTH END OF THE U.S. 78 BRIDGE OVER THE
 DH2725'LOCUST FORK OF THE WARRIOR RIVER, DRIVE SOUTHEAST ON U.S. 78 0.70 MI
 DH2725'(1.13 KM) TO MILEPOST 83.80 AND THE STATION ON THE LEFT IN THE
 DH2725'MEDIAN.
 DH2725'THE STATION IS 32.0 FT (9.8 M) NORTHEAST OF THE CENTERLINE OF THE
 DH2725'EASTBOUND LANES OF U.S. 78, 28.0 FT (8.5 M) SOUTHWEST OF THE
 DH2725'CENTERLINE OF THE WESTBOUND LANES OF U.S. 78, 40.0 FT (12.2 M)
 DH2725'NORTHWEST OF THE CENTER OF THE PAVED CROSSOVER, 3.0 FT (0.9 M) EAST OF
 DH2725'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2725'STATION 37 - 2 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2725
 DH2725                          STATION RECOVERY (1990)
 DH2725
 DH2725'RECOVERED 1990
 DH2725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2726 ***********************************************************************
 DH2726  DESIGNATION -  37 10
 DH2726  PID         -  DH2726
 DH2726  STATE/COUNTY-  AL/JEFFERSON
 DH2726  USGS QUAD   -  GREENWOOD (1978)
 DH2726
 DH2726                         *CURRENT SURVEY CONTROL
 DH2726  ___________________________________________________________________
 DH2726* NAD 83(1992)-  33 20 44.74958(N)    086 57 43.70617(W)     ADJUSTED  
 DH2726* NAVD 88     -       161.1    (meters)     529.     (feet)  VERTCON   
 DH2726  ___________________________________________________________________
 DH2726  X           -     282,658.583 (meters)                     COMP
 DH2726  Y           -  -5,326,107.316 (meters)                     COMP
 DH2726  Z           -   3,486,129.175 (meters)                     COMP
 DH2726  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 DH2726  ELLIP HEIGHT-         132.02  (meters)          (07/29/02) GPS OBS
 DH2726  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2726
 DH2726  HORZ ORDER  -  FIRST
 DH2726  ELLP ORDER  -  FOURTH    CLASS I
 DH2726
 DH2726.The horizontal coordinates were established by GPS observations
 DH2726.and adjusted by the National Geodetic Survey in December 1992..
 DH2726
 DH2726.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2726
 DH2726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2726
 DH2726.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2726
 DH2726.The ellipsoidal height was determined by GPS observations
 DH2726.and is referenced to NAD 83.
 DH2726
 DH2726.The geoid height was determined by GEOID03.
 DH2726
 DH2726;                    North         East     Units Scale Factor Converg.
 DH2726;SPC AL W     -   371,086.895   650,064.673   MT  0.99996422   +0 17 44.4
 DH2726;UTM  16      - 3,689,620.053   503,522.808   MT  0.99960015   +0 01 14.9
 DH2726
 DH2726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2726!SPC AL W     -   0.99997927  x   0.99996422  =   0.99994349
 DH2726!UTM  16      -   0.99997927  x   0.99960015  =   0.99957943
 DH2726
 DH2726                          SUPERSEDED SURVEY CONTROL
 DH2726
 DH2726  ELLIP H (12/04/92)  132.10   (m)                       GP(       ) 4 1
 DH2726  NAD 83(1986)-  33 20 44.75561(N)    086 57 43.70986(W) AD(       ) 1
 DH2726  NGVD 29 (12/04/92)  161.0    (m)          528.     (f) GPS OBS        
 DH2726
 DH2726.Superseded values are not recommended for survey control.
 DH2726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2726.See file dsdata.txt to determine how the superseded data were derived.
 DH2726
 DH2726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0352389620(NAD 83)
 DH2726_MARKER: DD = SURVEY DISK
 DH2726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2726_SP_SET: CONCRETE POST
 DH2726_STAMPING: 37 - 10 1989
 DH2726_MARK LOGO: ALHD  
 DH2726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2726+STABILITY: SURFACE MOTION
 DH2726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2726+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1990
 DH2726
 DH2726  HISTORY     - Date     Condition        Report By
 DH2726  HISTORY     - 1989     MONUMENTED       ALHD
 DH2726  HISTORY     - 19900209 GOOD
 DH2726
 DH2726                          STATION DESCRIPTION
 DH2726
 DH2726'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2726'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTH RIGHT OF WAY
 DH2726'OF HOPEWELL ROAD, JEFFERSON COUNTY ROAD NO. 26, ABOUT 3.9 MI
 DH2726'(6.3 KM) SOUTH OF BESSEMER.
 DH2726'TO REACH THE STATION FROM THE MORGAN ROAD INTERCHANGE ON I - 459, EXIT
 DH2726'6 ON I - 459, DRIVE NORTHWEST ON MORGAN ROAD, JEFFERSON COUNTY ROAD
 DH2726'NO. 52, 1.80 MI (2.90 KM) TO HOPEWELL ROAD ON THE LEFT, TURN LEFT ON
 DH2726'HOPEWELL ROAD, JEFFERSON COUNTY ROAD NO. 26, AND DRIVE SOUTHWESTERLY
 DH2726'1.90 MI (3.06 KM) TO THE STATION ON THE LEFT.
 DH2726'THE STATION IS 27.7 FT (8.4 M) SOUTH - SOUTHWEST OF THE CENTERLINE OF
 DH2726'JEFFERSON COUNTY ROAD NO. 26, 41.5 FT (12.6 M) NORTHWEST OF PIPELINE
 DH2726'MARKER NO. 15, 31.5 FT (9.6 M) NORTHWEST OF A BROKEN WHITE CONCRETE
 DH2726'GAS LINE MARKER, 103.4 FT (31.5 M) WEST - SOUTHWEST OF TELEPHONE
 DH2726'CABLE POLE NO. 44 ACROSS JEFFERSON COUNTY ROAD NO. 26, AND SET FLUSH
 DH2726'WITH THE GROUND.
 DH2726'BENCHMARK M 451 (1479.7 FT) 1981 MAY BE USED AS AN AZIMUTH FOR THIS
 DH2726'STATION.
 DH2726
 DH2726                          STATION RECOVERY (1990)
 DH2726
 DH2726'RECOVERED 1990
 DH2726'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2727 ***********************************************************************
 DH2727  DESIGNATION -  37 11
 DH2727  PID         -  DH2727
 DH2727  STATE/COUNTY-  AL/JEFFERSON
 DH2727  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 DH2727
 DH2727                         *CURRENT SURVEY CONTROL
 DH2727  ___________________________________________________________________
 DH2727* NAD 83(1992)-  33 22 36.32422(N)    086 48 13.78859(W)     ADJUSTED  
 DH2727* NAVD 88     -       137.5    (meters)     451.     (feet)  VERTCON   
 DH2727  ___________________________________________________________________
 DH2727  X           -     297,267.232 (meters)                     COMP
 DH2727  Y           -  -5,323,398.943 (meters)                     COMP
 DH2727  Z           -   3,488,987.310 (meters)                     COMP
 DH2727  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DH2727  ELLIP HEIGHT-         108.47  (meters)          (07/29/02) GPS OBS
 DH2727  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH2727
 DH2727  HORZ ORDER  -  FIRST
 DH2727  ELLP ORDER  -  FOURTH    CLASS I
 DH2727
 DH2727.The horizontal coordinates were established by GPS observations
 DH2727.and adjusted by the National Geodetic Survey in December 1992..
 DH2727
 DH2727.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2727
 DH2727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2727
 DH2727.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2727
 DH2727.The ellipsoidal height was determined by GPS observations
 DH2727.and is referenced to NAD 83.
 DH2727
 DH2727.The geoid height was determined by GEOID03.
 DH2727
 DH2727;                    North         East     Units Scale Factor Converg.
 DH2727;SPC AL W     -   374,611.458   664,777.708   MT  0.99998505   +0 22 58.8
 DH2727;UTM  16      - 3,693,072.680   518,247.102   MT  0.99960410   +0 06 28.5
 DH2727
 DH2727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2727!SPC AL W     -   0.99998297  x   0.99998505  =   0.99996802
 DH2727!UTM  16      -   0.99998297  x   0.99960410  =   0.99958708
 DH2727
 DH2727                          SUPERSEDED SURVEY CONTROL
 DH2727
 DH2727  ELLIP H (12/04/92)  108.54   (m)                       GP(       ) 4 1
 DH2727  NAD 83(1986)-  33 22 36.32993(N)    086 48 13.79129(W) AD(       ) 1
 DH2727  NGVD 29 (12/04/92)  137.5    (m)          451.     (f) GPS OBS        
 DH2727
 DH2727.Superseded values are not recommended for survey control.
 DH2727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2727.See file dsdata.txt to determine how the superseded data were derived.
 DH2727
 DH2727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1824793073(NAD 83)
 DH2727_MARKER: DD = SURVEY DISK
 DH2727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2727_SP_SET: CONCRETE POST
 DH2727_STAMPING: 37 - 11 1989
 DH2727_MARK LOGO: ALHD  
 DH2727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2727+STABILITY: SURFACE MOTION
 DH2727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2727+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 DH2727
 DH2727  HISTORY     - Date     Condition        Report By
 DH2727  HISTORY     - 1989     MONUMENTED       ALHD
 DH2727  HISTORY     - 19900215 GOOD
 DH2727
 DH2727                          STATION DESCRIPTION
 DH2727
 DH2727'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2727'THE STATION IS LOCATED IN JEFFERSON COUNTY IN THE SOUTHWEST QUADRANT
 DH2727'OF THE U. S. 31, ALA 150, AND LORNA ROAD INTERSECTION IN HOOVER.
 DH2727'TO REACH THE STATION FRON THE JUNCTION OF U. S. 31, ALA 150, AND LORNA
 DH2727'ROAD IN THE SOUTH SIDE OF HOOVER, DRIVE SOUTHWEST ON ALA 150 0.05 MI
 DH2727'(0.08 KM) TO THE STATION ON THE LEFT, IN FRONT OF CROWN AUTOMOBILE.
 DH2727'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE U. S. 31, ALA
 DH2727'150, AND LORNA ROAD INTERSECTION IN FRONT OF CROWN AUTOMOBILE, 135.2
 DH2727'FT (41.2 M) SOUTHWEST OF THE CENTER OF U. S. 31, 20.9 FT (6.4 M)
 DH2727'SOUTHEAST OF THE SOUTHEAST CURB OF SIX LANE ALA 150, 22.7 FT (6.9 M)
 DH2727'SOUTH - SOUTHWEST OF A METAL LIGHT POLE WITH A ROUND LIGHT FIXTURE,
 DH2727'58.5 FT (17.8 M) SOUTHWEST OF A METAL TRAFFIC LIGHT SUPPORT POLE,
 DH2727'52.8 FT (16.1 M) SOUTHWEST OF A TELEPHONE CABLE PEDISTAL, 32.6 FT
 DH2727'(9.9 M) WEST - SOUTHWEST OF A POWER LINE GUY POLE, 50.8 FT (15.5 M)
 DH2727'SOUTHWEST OF A DROP INLET, AND SET FLUSH WITH THE GROUND.
 DH2727'STATION 37 - 12 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2727
 DH2727                          STATION RECOVERY (1990)
 DH2727
 DH2727'RECOVERED 1990
 DH2727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2728 ***********************************************************************
 DH2728  DESIGNATION -  37 12
 DH2728  PID         -  DH2728
 DH2728  STATE/COUNTY-  AL/JEFFERSON
 DH2728  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 DH2728
 DH2728                         *CURRENT SURVEY CONTROL
 DH2728  ___________________________________________________________________
 DH2728* NAD 83(1992)-  33 22 52.18698(N)    086 47 50.59483(W)     ADJUSTED  
 DH2728* NAVD 88     -       162.7    (meters)     534.     (feet)  VERTCON   
 DH2728  ___________________________________________________________________
 DH2728  X           -     297,851.982 (meters)                     COMP
 DH2728  Y           -  -5,323,118.032 (meters)                     COMP
 DH2728  Z           -   3,489,409.280 (meters)                     COMP
 DH2728  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DH2728  ELLIP HEIGHT-         133.67  (meters)          (07/29/02) GPS OBS
 DH2728  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH2728
 DH2728  HORZ ORDER  -  FIRST
 DH2728  ELLP ORDER  -  FOURTH    CLASS I
 DH2728
 DH2728.The horizontal coordinates were established by GPS observations
 DH2728.and adjusted by the National Geodetic Survey in December 1992..
 DH2728
 DH2728.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2728.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2728
 DH2728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2728
 DH2728.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2728
 DH2728.The ellipsoidal height was determined by GPS observations
 DH2728.and is referenced to NAD 83.
 DH2728
 DH2728.The geoid height was determined by GEOID03.
 DH2728
 DH2728;                    North         East     Units Scale Factor Converg.
 DH2728;SPC AL W     -   375,104.177   665,373.909   MT  0.99998601   +0 23 11.7
 DH2728;UTM  16      - 3,693,562.344   518,845.433   MT  0.99960438   +0 06 41.3
 DH2728
 DH2728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2728!SPC AL W     -   0.99997901  x   0.99998601  =   0.99996503
 DH2728!UTM  16      -   0.99997901  x   0.99960438  =   0.99958340
 DH2728
 DH2728                          SUPERSEDED SURVEY CONTROL
 DH2728
 DH2728  ELLIP H (12/04/92)  133.74   (m)                       GP(       ) 4 1
 DH2728  NAD 83(1986)-  33 22 52.19272(N)    086 47 50.59773(W) AD(       ) 1
 DH2728  NGVD 29 (12/04/92)  162.7    (m)          534.     (f) GPS OBS        
 DH2728
 DH2728.Superseded values are not recommended for survey control.
 DH2728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2728.See file dsdata.txt to determine how the superseded data were derived.
 DH2728
 DH2728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1884593562(NAD 83)
 DH2728_MARKER: DD = SURVEY DISK
 DH2728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2728_SP_SET: CONCRETE POST
 DH2728_STAMPING: 37 - 12 1989
 DH2728_MARK LOGO: ALHD  
 DH2728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2728+STABILITY: SURFACE MOTION
 DH2728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2728+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 DH2728
 DH2728  HISTORY     - Date     Condition        Report By
 DH2728  HISTORY     - 1989     MONUMENTED       ALHD
 DH2728  HISTORY     - 19900207 GOOD
 DH2728
 DH2728                          STATION DESCRIPTION
 DH2728
 DH2728'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2728'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTH RIGHT OF WAY
 DH2728'OF LORNA ROAD IN HOOVER.
 DH2728'TO REACH THE STATION FROM THE JUNCTION OF U. S. 31, ALA 150, AND LORNA
 DH2728'ROAD IN THE SOUTH SIDE OF HOOVER, DRIVE NORTHEAST ON LORNA ROAD 0.40
 DH2728'MI (0.64 KM) TO A PAVED DRIVEWAY TO THE LEFT AND THE STATION ON THE
 DH2728'LEFT IN A GRASSED TRAFFIC ISLAND IN THE DRIVEWAY.
 DH2728'THE STATION IS LOCATED IN A TRIANGULAR GRASSED TRAFFIC ISLAND IN A
 DH2728'DRIVEWAY BETWEEN RIVERCHASE TEXACO CAR WASH AND EXPRESS OIL CHANGE,
 DH2728'11.1 FT (3.4 M) NORTHWEST OF THE NORTHWEST CURB OF FIVE LANE LORNA
 DH2728'ROAD, 18.3 FT (5.6 M) SOUTH - SOUTHWEST OF THE SOUTHWEST CURB OF THE
 DH2728'ENTRANCE LANE, 8.0 FT (2.4 M) SOUTH OF POWER AND LIGHT POLE NO. 7210,
 DH2728'14.7 FT (4.5 M) EAST OF THE EAST CURB OF THE EXIT LANES, 16.0 FT
 DH2728'(4.9 M) NORTH OF THE NORTHEAST CORNER OF A DROP INLET, AND SET FLUSH
 DH2728'WITH THE GROUND.
 DH2728'STATION 37 - 11 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2728
 DH2728                          STATION RECOVERY (1990)
 DH2728
 DH2728'RECOVERED 1990
 DH2728'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2729 ***********************************************************************
 DH2729  DESIGNATION -  37 13
 DH2729  PID         -  DH2729
 DH2729  STATE/COUNTY-  AL/JEFFERSON
 DH2729  USGS QUAD   -  HELENA (1988)
 DH2729
 DH2729                         *CURRENT SURVEY CONTROL
 DH2729  ___________________________________________________________________
 DH2729* NAD 83(1992)-  33 20 48.63471(N)    086 52 13.93148(W)     ADJUSTED  
 DH2729* NAVD 88     -       225.3    (meters)     739.     (feet)  VERTCON   
 DH2729  ___________________________________________________________________
 DH2729  X           -     291,172.897 (meters)                     COMP
 DH2729  Y           -  -5,325,636.456 (meters)                     COMP
 DH2729  Z           -   3,486,264.462 (meters)                     COMP
 DH2729  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 DH2729  ELLIP HEIGHT-         196.23  (meters)          (07/29/02) GPS OBS
 DH2729  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH2729
 DH2729  HORZ ORDER  -  FIRST
 DH2729  ELLP ORDER  -  FOURTH    CLASS I
 DH2729
 DH2729.The horizontal coordinates were established by GPS observations
 DH2729.and adjusted by the National Geodetic Survey in December 1992..
 DH2729
 DH2729.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2729
 DH2729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2729
 DH2729.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2729
 DH2729.The ellipsoidal height was determined by GPS observations
 DH2729.and is referenced to NAD 83.
 DH2729
 DH2729.The geoid height was determined by GEOID03.
 DH2729
 DH2729;                    North         East     Units Scale Factor Converg.
 DH2729;SPC AL W     -   371,254.333   658,590.707   MT  0.99997564   +0 20 45.7
 DH2729;UTM  16      - 3,689,746.542   512,046.402   MT  0.99960179   +0 04 16.2
 DH2729
 DH2729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2729!SPC AL W     -   0.99996919  x   0.99997564  =   0.99994483
 DH2729!UTM  16      -   0.99996919  x   0.99960179  =   0.99957100
 DH2729
 DH2729:                Primary Azimuth Mark                     Grid Az
 DH2729:SPC AL W     -  37 14                                    199 07 41.6
 DH2729:UTM  16      -  37 14                                    199 24 11.1
 DH2729
 DH2729|---------------------------------------------------------------------|
 DH2729| PID    Reference Object                     Distance      Geod. Az  |
 DH2729|                                                           dddmmss.s |
 DH2729| DH2730 37 14                               418.738 METERS 1992827.3 |
 DH2729|---------------------------------------------------------------------|
 DH2729
 DH2729                          SUPERSEDED SURVEY CONTROL
 DH2729
 DH2729  ELLIP H (12/04/92)  196.30   (m)                       GP(       ) 4 1
 DH2729  NAD 83(1986)-  33 20 48.64064(N)    086 52 13.93456(W) AD(       ) 1
 DH2729  NGVD 29 (12/04/92)  225.2    (m)          739.     (f) GPS OBS        
 DH2729
 DH2729.Superseded values are not recommended for survey control.
 DH2729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2729.See file dsdata.txt to determine how the superseded data were derived.
 DH2729
 DH2729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1204689747(NAD 83)
 DH2729_MARKER: DD = SURVEY DISK
 DH2729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2729_SP_SET: CONCRETE POST
 DH2729_STAMPING: 37 - 13 1989
 DH2729_MARK LOGO: ALHD  
 DH2729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2729+STABILITY: SURFACE MOTION
 DH2729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2729+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 DH2729
 DH2729  HISTORY     - Date     Condition        Report By
 DH2729  HISTORY     - 1989     MONUMENTED       ALHD
 DH2729  HISTORY     - 19900207 GOOD
 DH2729  HISTORY     - 20041211 MARK NOT FOUND   USPSQD
 DH2729
 DH2729                          STATION DESCRIPTION
 DH2729
 DH2729'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2729'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE WEST RIGHT OF WAY OF
 DH2729'JEFFERSON COUNTY ROAD NO. 2, SOUTH SHADES CREST ROAD, ABOUT 6.60 MI
 DH2729'(10.62 KM) SOUTHEAST OF BESSEMER AND ABOUT 5.10 MI (8.21 KM)
 DH2729'SOUTHWEST OF HOOVER.
 DH2729'TO REACH THE STATION FROM THE ALA 150 INTERCHANGE ON I 459, EXIT 10 ON
 DH2729'I - 459, DRIVE WESTERLY ON ALA 150 1.25 MI (2.01 KM) TO JEFFERSON
 DH2729'COUNTY ROAD NO. 2, SOUTH SHADES CREST ROAD, LEFT AND RIGHT AT A
 DH2729'TRAFFIC LIGHT, TURN LEFT ON JEFFERSON COUNTY ROAD NO. 29 (SOUTH
 DH2729'SHADES CREST ROAD)AND DRIVE SOUTHWEST 0.20 MI (0.32 KM) TO THE
 DH2729'STATION ON THE RIGHT NEAR THE CREST OF A 20 FT (6.1 M) BACKSLOPE.
 DH2729'THE STATION IS 103.0 FT (31.4 M) WEST - NORTHWEST OF THE CENTERLINE OF
 DH2729'JEFFERSON COUNTY ROAD NO. 2, SOUTH SHADES CREST ROAD, 11.0 FT
 DH2729'(3.4 M) EAST - SOUTHEAST OF THE CENTER OF A WOODS ROAD THAT RUNS
 DH2729'ALONG THE CREST OF THE BACKSLOPE, 150.0 FT (45.7 M) NORTHEAST OF AN
 DH2729'ANGLE POWER POLE NEAR THE I - 459 ACCESS LIMIT FENCE, AND SET FLUSH
 DH2729'WITH THE GROUND.
 DH2729'STATION 37 - 14 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2729
 DH2729                          STATION RECOVERY (1990)
 DH2729
 DH2729'RECOVERED 1990
 DH2729'RECOVERED IN GOOD CONDITION.
 DH2729
 DH2729                          STATION RECOVERY (2004)
 DH2729
 DH2729'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DH2729' 
 DH2729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2730 ***********************************************************************
 DH2730  DESIGNATION -  37 14
 DH2730  PID         -  DH2730
 DH2730  STATE/COUNTY-  AL/JEFFERSON
 DH2730  USGS QUAD   -  HELENA (1988)
 DH2730
 DH2730                         *CURRENT SURVEY CONTROL
 DH2730  ___________________________________________________________________
 DH2730* NAD 83(1992)-  33 20 35.82059(N)    086 52 19.33016(W)     ADJUSTED  
 DH2730* NAVD 88     -       209.9    (meters)     689.     (feet)  VERTCON   
 DH2730  ___________________________________________________________________
 DH2730  X           -     291,044.649 (meters)                     COMP
 DH2730  Y           -  -5,325,847.984 (meters)                     COMP
 DH2730  Z           -   3,485,926.239 (meters)                     COMP
 DH2730  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DH2730  ELLIP HEIGHT-         180.91  (meters)          (07/29/02) GPS OBS
 DH2730  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH2730
 DH2730  HORZ ORDER  -  FIRST
 DH2730  ELLP ORDER  -  FOURTH    CLASS I
 DH2730
 DH2730.The horizontal coordinates were established by GPS observations
 DH2730.and adjusted by the National Geodetic Survey in December 1992..
 DH2730
 DH2730.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2730
 DH2730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2730
 DH2730.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2730
 DH2730.The ellipsoidal height was determined by GPS observations
 DH2730.and is referenced to NAD 83.
 DH2730
 DH2730.The geoid height was determined by GEOID03.
 DH2730
 DH2730;                    North         East     Units Scale Factor Converg.
 DH2730;SPC AL W     -   370,858.724   658,453.497   MT  0.99997544   +0 20 42.6
 DH2730;UTM  16      - 3,689,351.744   511,907.347   MT  0.99960175   +0 04 13.2
 DH2730
 DH2730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2730!SPC AL W     -   0.99997160  x   0.99997544  =   0.99994704
 DH2730!UTM  16      -   0.99997160  x   0.99960175  =   0.99957336
 DH2730
 DH2730:                Primary Azimuth Mark                     Grid Az
 DH2730:SPC AL W     -  37 13                                    019 07 41.7
 DH2730:UTM  16      -  37 13                                    019 24 11.1
 DH2730
 DH2730|---------------------------------------------------------------------|
 DH2730| PID    Reference Object                     Distance      Geod. Az  |
 DH2730|                                                           dddmmss.s |
 DH2730| DH2729 37 13                               418.738 METERS 0192824.3 |
 DH2730|---------------------------------------------------------------------|
 DH2730
 DH2730                          SUPERSEDED SURVEY CONTROL
 DH2730
 DH2730  ELLIP H (12/04/92)  180.98   (m)                       GP(       ) 4 1
 DH2730  NAD 83(1986)-  33 20 35.82653(N)    086 52 19.33324(W) AD(       ) 1
 DH2730  NGVD 29 (12/04/92)  209.9    (m)          689.     (f) GPS OBS        
 DH2730
 DH2730.Superseded values are not recommended for survey control.
 DH2730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2730.See file dsdata.txt to determine how the superseded data were derived.
 DH2730
 DH2730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1190789352(NAD 83)
 DH2730_MARKER: DD = SURVEY DISK
 DH2730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2730_SP_SET: CONCRETE POST
 DH2730_STAMPING: 37 - 14 1989
 DH2730_MARK LOGO: ALHD  
 DH2730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2730+STABILITY: SURFACE MOTION
 DH2730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2730+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1990
 DH2730
 DH2730  HISTORY     - Date     Condition        Report By
 DH2730  HISTORY     - 1989     MONUMENTED       ALHD
 DH2730  HISTORY     - 19900215 GOOD
 DH2730  HISTORY     - 20041211 MARK NOT FOUND   USPSQD
 DH2730
 DH2730                          STATION DESCRIPTION
 DH2730
 DH2730'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2730'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE WEST RIGHT OF WAY OF
 DH2730'JEFFERSON COUNTY ROAD NO. 2 (SOUTH SHADES CREST ROAD), ABOUT 6.80 MI
 DH2730'(10.94 KM) SOUTHEAST OF BESSEMER AND ABOUT 5.30 MI (8.53 KM)
 DH2730'SOUTHWEST OF HOOVER.
 DH2730'TO REACH THE STATION FROM THE ALA 150 INTERCHANGE ON I 459, EXIT 10 ON
 DH2730'I - 459, DRIVE WESTERLY ON ALA 150 1.25 MI (2.01 KM) TO JEFFERSON
 DH2730'COUNTY ROAD NO. 2, SOUTH SHADES CREST ROAD, LEFT AND RIGHT AT A
 DH2730'TRAFFIC LIGHT, TURN LEFT ON JEFFERSON COUNTY ROAD NO. 2, SOUTH SHADES
 DH2730'CREST ROAD, AND DRIVE SOUTHWEST 0.50 MI (0.80 KM) TO THE STATION ON
 DH2730'THE RIGHT NEAR THE CREST OF A 15 FT (4.6 M) BACKSLOPE AND 0.15 MI
 DH2730'(0.24 KM) PAST THE CENTER OF I - 459 OVERPASS.
 DH2730'THE STATION IS 103.0 FT (31.4 M) WEST - NORTHWEST OF THE CENTERLINE OF
 DH2730'JEFFERSON COUNTY ROAD NO. 2 (SOUTH SHADES CREST ROAD), 13.0 FT
 DH2730'(4.0 M) EAST - SOUTHEAST OF THE CENTER OF A WOODS ROAD THAT RUNS
 DH2730'ALONG THE CREST OF THE BACKSLOPE, 82.0 FT (25.0 M) NORTH - NORTHEAST
 DH2730'OF THE SECOND POWER POLE SOUTH OF I - 459, AND SET FLUSH WITH THE
 DH2730'GROUND.
 DH2730'STATION 37 - 13 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2730
 DH2730                          STATION RECOVERY (1990)
 DH2730
 DH2730'RECOVERED 1990
 DH2730'RECOVERED IN GOOD CONDITION.
 DH2730
 DH2730                          STATION RECOVERY (2004)
 DH2730
 DH2730'RECOVERY NOTE BY US POWER SQUADRON 2004 (CAL)
 DH2730' 
 DH2730'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2731 ***********************************************************************
 DH2731  DESIGNATION -  37 15
 DH2731  PID         -  DH2731
 DH2731  STATE/COUNTY-  AL/JEFFERSON
 DH2731  USGS QUAD   -  MC CALLA (1980)
 DH2731
 DH2731                         *CURRENT SURVEY CONTROL
 DH2731  ___________________________________________________________________
 DH2731* NAD 83(1992)-  33 20 22.56473(N)    087 01 48.64393(W)     ADJUSTED  
 DH2731* NAVD 88     -       150.3    (meters)     493.     (feet)  VERTCON   
 DH2731  ___________________________________________________________________
 DH2731  X           -     276,352.674 (meters)                     COMP
 DH2731  Y           -  -5,326,805.381 (meters)                     COMP
 DH2731  Z           -   3,485,552.248 (meters)                     COMP
 DH2731  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DH2731  ELLIP HEIGHT-         121.22  (meters)          (07/29/02) GPS OBS
 DH2731  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2731
 DH2731  HORZ ORDER  -  FIRST
 DH2731  ELLP ORDER  -  FOURTH    CLASS I
 DH2731
 DH2731.The horizontal coordinates were established by GPS observations
 DH2731.and adjusted by the National Geodetic Survey in December 1992..
 DH2731
 DH2731.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2731
 DH2731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2731
 DH2731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2731
 DH2731.The ellipsoidal height was determined by GPS observations
 DH2731.and is referenced to NAD 83.
 DH2731
 DH2731.The geoid height was determined by GEOID03.
 DH2731
 DH2731;                    North         East     Units Scale Factor Converg.
 DH2731;SPC AL W     -   370,372.836   643,734.599   MT  0.99995691   +0 15 29.6
 DH2731;UTM  16      - 3,688,936.612   497,191.665   MT  0.99960010   -0 00 59.7
 DH2731
 DH2731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2731!SPC AL W     -   0.99998097  x   0.99995691  =   0.99993788
 DH2731!UTM  16      -   0.99998097  x   0.99960010  =   0.99958108
 DH2731
 DH2731|---------------------------------------------------------------------|
 DH2731| PID    Reference Object                     Distance      Geod. Az  |
 DH2731|                                                           dddmmss.s |
 DH2731| DH2732 37 16                               378.445 METERS 30746     |
 DH2731|---------------------------------------------------------------------|
 DH2731
 DH2731                          SUPERSEDED SURVEY CONTROL
 DH2731
 DH2731  ELLIP H (12/04/92)  121.30   (m)                       GP(       ) 4 1
 DH2731  NAD 83(1986)-  33 20 22.57064(N)    087 01 48.64773(W) AD(       ) 1
 DH2731  NGVD 29 (12/04/92)  150.2    (m)          493.     (f) GPS OBS        
 DH2731
 DH2731.Superseded values are not recommended for survey control.
 DH2731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2731.See file dsdata.txt to determine how the superseded data were derived.
 DH2731
 DH2731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9719288937(NAD 83)
 DH2731_MARKER: DD = SURVEY DISK
 DH2731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2731_SP_SET: CONCRETE POST
 DH2731_STAMPING: 37 - 15 1989
 DH2731_MARK LOGO: ALHD  
 DH2731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2731+STABILITY: SURFACE MOTION
 DH2731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2731+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 DH2731
 DH2731  HISTORY     - Date     Condition        Report By
 DH2731  HISTORY     - 1989     MONUMENTED       ALHD
 DH2731  HISTORY     - 19900213 GOOD
 DH2731
 DH2731                          STATION DESCRIPTION
 DH2731
 DH2731'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2731'THE STATION IS LOCATED IN JEFFERSON COUNTY IN THE SOUTHWEST QUADRANT
 DH2731'OF THE I - 20, I - 59, AND I - 459 INTERCHANGE, ABOUT 5.6 MI
 DH2731'(9.0 KM) SOUTHWEST OF BESSEMER AND ABOUT 13.4 MI (21.6 KM) WEST -
 DH2731'SOUTHWEST OF HOOVER.
 DH2731'TO REACH THE STATION FROM THE MCASHAN DRIVE INTERCHANGE ON I - 20 AND
 DH2731'I - 59 (EXIT 104 ON I - 20 AND I - 59), DRIVE SOUTHEAST ON MCASHAN
 DH2731'DRIVE 0.30 MI (0.48 KM) TO A T INTERSECTION WITH OLD TUSCALOOSA
 DH2731'HIGHWAY (JEFFERSON COUNTY ROAD NO. 20) LEFT AND RIGHT, TURN LEFT ON
 DH2731'OLD TUSCALOOSA HIGHWAY (JEFFERSON COUNTY ROAD NO. 20) AND DRIVE
 DH2731'NORTHEAST 0.35 MI (0.56 KM) TO CHARLES HAMILTON ROAD (JEFFERSON
 DH2731'COUNTY ROAD NO. 54) ON THE LEFT, TURN LEFT ON CHARLES HAMILTON ROAD
 DH2731'(JEFFERSON COUNTY ROAD NO. 54) AND DRIVE NORTHEAST 1.00 MI (1.61 KM)
 DH2731'TO OLD HUNTSVILLE ROAD ON THE LEFT, TURN LEFT ON OLD HUNTSVILLE ROAD
 DH2731'AND DRIVE NORTHEAST 0.50 MI (0.80 KM) TO MYRON CLARK ROAD ON THE
 DH2731'LEFT, TURN LEFT ON MYRON CLARK ROAD AND DRIVE NORTH AND THEN WEST
 DH2731'0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.
 DH2731'THE STATION IS 48.5 FT (14.8 M) NORTHWEST OF THE CENTER OF MYRON CLARK
 DH2731'ROAD, 15.8 FT (4.8 M) SOUTHEAST OF THE SOUTHEAST EDGE OF A LARGE
 DH2731'CONCRETE FLUME, 70.2 FT (21.4 M) SOUTHEAST OF THE ACCESS LIMIT FENCE
 DH2731'OF THE INTERCHANGE, 76.0 FT (23.2 M) EAST - SOUTHEAST OF THE
 DH2731'SOUTHEAST END OF AN 18 INCH CONCRETE PIPE UNDER THE INTERCHANGE, AND
 DH2731'SET FLUSH WITH THE GROUND.
 DH2731'STATION 37 - 16 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2731
 DH2731                          STATION RECOVERY (1990)
 DH2731
 DH2731'RECOVERED 1990
 DH2731'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2732 ***********************************************************************
 DH2732  DESIGNATION -  37 16
 DH2732  PID         -  DH2732
 DH2732  STATE/COUNTY-  AL/JEFFERSON
 DH2732  USGS QUAD   -  MC CALLA (1980)
 DH2732
 DH2732                         *CURRENT SURVEY CONTROL
 DH2732  ___________________________________________________________________
 DH2732* NAD 83(1992)-  33 20 30.08845(N)    087 02 00.21252(W)     ADJUSTED  
 DH2732* NAVD 88     -       171.6    (meters)     563.     (feet)  VERTCON   
 DH2732  ___________________________________________________________________
 DH2732  X           -     276,048.240 (meters)                     COMP
 DH2732  Y           -  -5,326,711.405 (meters)                     COMP
 DH2732  Z           -   3,485,757.598 (meters)                     COMP
 DH2732  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 DH2732  ELLIP HEIGHT-         142.51  (meters)          (07/29/02) GPS OBS
 DH2732  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2732
 DH2732  HORZ ORDER  -  FIRST
 DH2732  ELLP ORDER  -  FOURTH    CLASS I
 DH2732
 DH2732.The horizontal coordinates were established by GPS observations
 DH2732.and adjusted by the National Geodetic Survey in December 1992..
 DH2732
 DH2732.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2732
 DH2732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2732
 DH2732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2732
 DH2732.The ellipsoidal height was determined by GPS observations
 DH2732.and is referenced to NAD 83.
 DH2732
 DH2732.The geoid height was determined by GEOID03.
 DH2732
 DH2732;                    North         East     Units Scale Factor Converg.
 DH2732;SPC AL W     -   370,603.275   643,434.422   MT  0.99995658   +0 15 23.3
 DH2732;UTM  16      - 3,689,168.405   496,892.703   MT  0.99960012   -0 01 06.1
 DH2732
 DH2732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2732!SPC AL W     -   0.99997763  x   0.99995658  =   0.99993421
 DH2732!UTM  16      -   0.99997763  x   0.99960012  =   0.99957776
 DH2732
 DH2732|---------------------------------------------------------------------|
 DH2732| PID    Reference Object                     Distance      Geod. Az  |
 DH2732|                                                           dddmmss.s |
 DH2732| DH2731 37 15                               378.445 METERS 12746     |
 DH2732|---------------------------------------------------------------------|
 DH2732
 DH2732                          SUPERSEDED SURVEY CONTROL
 DH2732
 DH2732  ELLIP H (12/04/92)  142.59   (m)                       GP(       ) 4 1
 DH2732  NAD 83(1986)-  33 20 30.09437(N)    087 02 00.21632(W) AD(       ) 1
 DH2732  NGVD 29 (12/04/92)  171.5    (m)          563.     (f) GPS OBS        
 DH2732
 DH2732.Superseded values are not recommended for survey control.
 DH2732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2732.See file dsdata.txt to determine how the superseded data were derived.
 DH2732
 DH2732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9689389168(NAD 83)
 DH2732_MARKER: DD = SURVEY DISK
 DH2732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2732_SP_SET: CONCRETE POST
 DH2732_STAMPING: 37 - 16 1989
 DH2732_MARK LOGO: ALHD  
 DH2732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2732+STABILITY: SURFACE MOTION
 DH2732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2732+SATELLITE: SATELLITE OBSERVATIONS - February 09, 1990
 DH2732
 DH2732  HISTORY     - Date     Condition        Report By
 DH2732  HISTORY     - 1989     MONUMENTED       ALHD
 DH2732  HISTORY     - 19900209 GOOD
 DH2732
 DH2732                          STATION DESCRIPTION
 DH2732
 DH2732'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2732'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTHWEST SIDE OF
 DH2732'THE I - 20, I - 59, AND I - 459 INTERCHANGE, ABOUT 5.6 MI (9.0 KM)
 DH2732'SOUTHWEST OF BESSEMER AND ABOUT 13.6 MI (21.9 KM) WEST - SOUTHWEST OF
 DH2732'HOOVER.
 DH2732'TO REACH THE STATION FROM THE MCASHAN DRIVE INTERCHANGE, EXIT 104 ON I
 DH2732'- 20 AND I - 59, DRIVE NORTHWEST ON MCASHAN DRIVE 0.20 MI (0.32 KM)
 DH2732'TO A T INTERSECTION WITH ROCK MT. LAKE DRIVE LEFT AND RIGHT, TURN
 DH2732'RIGHT ON ROCK MT. LAKE DRIVE AND DRIVE NORTHEAST 1.50 MI (2.41 KM) TO
 DH2732'THE STATION ON THE RIGHT.
 DH2732'THE STATION IS 46.0 FT (14.0 M) SOUTHEAST OF THE CENTERLINE OF ROCK
 DH2732'MT. LAKE DRIVE, 23.2 FT (7.1 M) NORTHWEST OF THE ACCESS LIMIT FENCE
 DH2732'OF THE INTERCHANGE, 127.5 FT (38.9 M) NORTHEAST OF THE SOUTHEAST END
 DH2732'OF A 24 INCH CONCRETE PIPE UNDER ROCK MT. LAKE DRIVE, AND SET FLUSH
 DH2732'WITH THE GROUND.
 DH2732'STATION 37 - 15 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2732
 DH2732                          STATION RECOVERY (1990)
 DH2732
 DH2732'RECOVERED 1990
 DH2732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1982 ***********************************************************************
 AA1982  DESIGNATION -  37 16 01 01
 AA1982  PID         -  AA1982
 AA1982  STATE/COUNTY-  AL/JEFFERSON
 AA1982  USGS QUAD   -  CONCORD (1979)
 AA1982
 AA1982                         *CURRENT SURVEY CONTROL
 AA1982  ___________________________________________________________________
 AA1982* NAD 83(1992)-  33 22 55.62441(N)    087 04 04.42895(W)     ADJUSTED  
 AA1982* NAVD 88     -       143.4    (meters)     470.     (feet)  VERTCON   
 AA1982  ___________________________________________________________________
 AA1982  X           -     272,713.015 (meters)                     COMP
 AA1982  Y           -  -5,324,390.654 (meters)                     COMP
 AA1982  Z           -   3,489,487.094 (meters)                     COMP
 AA1982  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AA1982  ELLIP HEIGHT-         114.37  (meters)          (07/29/02) GPS OBS
 AA1982  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA1982
 AA1982  HORZ ORDER  -  FIRST
 AA1982  ELLP ORDER  -  FOURTH    CLASS I
 AA1982
 AA1982.The horizontal coordinates were established by GPS observations
 AA1982.and adjusted by the National Geodetic Survey in September 1994..
 AA1982
 AA1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1982
 AA1982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1982
 AA1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1982
 AA1982.The ellipsoidal height was determined by GPS observations
 AA1982.and is referenced to NAD 83.
 AA1982
 AA1982.The geoid height was determined by GEOID03.
 AA1982
 AA1982;                    North         East     Units Scale Factor Converg.
 AA1982;SPC AL W     -   375,072.938   640,203.926   MT  0.99995325   +0 14 15.9
 AA1982;UTM  16      - 3,693,651.930   493,684.833   MT  0.99960049   -0 02 14.5
 AA1982
 AA1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1982!SPC AL W     -   0.99998204  x   0.99995325  =   0.99993530
 AA1982!UTM  16      -   0.99998204  x   0.99960049  =   0.99958254
 AA1982
 AA1982:                Primary Azimuth Mark                     Grid Az
 AA1982:SPC AL W     -  37 30                                    205 05 08.4
 AA1982:UTM  16      -  37 30                                    205 21 38.8
 AA1982
 AA1982|---------------------------------------------------------------------|
 AA1982| PID    Reference Object                     Distance      Geod. Az  |
 AA1982|                                                           dddmmss.s |
 AA1982| AA1985 37 30                               441.169 METERS 2051924.3 |
 AA1982|---------------------------------------------------------------------|
 AA1982
 AA1982                          SUPERSEDED SURVEY CONTROL
 AA1982
 AA1982  ELLIP H (09/29/94)  114.45   (m)                       GP(       ) 3 2
 AA1982  NGVD 29 (09/29/94)  143.4    (m)          470.     (f) GPS OBS        
 AA1982
 AA1982.Superseded values are not recommended for survey control.
 AA1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1982.See file dsdata.txt to determine how the superseded data were derived.
 AA1982
 AA1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9368593652(NAD 83)
 AA1982_MARKER: DD = SURVEY DISK
 AA1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1982_SP_SET: CONCRETE POST
 AA1982_STAMPING: 37-16-01-01
 AA1982_MARK LOGO: NONE  
 AA1982_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1982+STABILITY: SURFACE MOTION
 AA1982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1982+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1993
 AA1982
 AA1982  HISTORY     - Date     Condition        Report By
 AA1982  HISTORY     - UNK      MONUMENTED       ALHD
 AA1982  HISTORY     - 19930515 GOOD             ALHD
 AA1982
 AA1982                          STATION DESCRIPTION
 AA1982
 AA1982'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1982'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA1982'BLUE CREEK ROAD, ABOUT 6.35 MI (10.22 KM) WEST-SOUTHWEST OF BESSEMER
 AA1982'AND ABOUT 9.30 MI (14.97 KM) SOUTHWEST OF PLEASANT GROVE. TO REACH THE
 AA1982'STATION FROM EXIT 108 ON I-20 AND I-59, DRIVE NORTHWEST AND WEST ON
 AA1982'ACADEMY DRIVE FOR 0.60 MI (0.97 KM) TO POWDER PLANT ROAD LEFT AND
 AA1982'RIGHT, TURN RIGHT ON POWDER PLANT ROAD AND DRIVE NORTH FOR 1.80 MI
 AA1982'(2.90 KM) TO BESS JOHNS ROAD LEFT AND RIGHT, TURN LEFT ON BESS JOHNS
 AA1982'ROAD AND DRIVE WEST AND SOUTHWEST FOR 3.90 MI (6.28 KM) TO BLUE CREEK
 AA1982'ROAD ON THE LEFT, TURN LEFT ON BLUE CREEK ROAD AND DRIVE SOUTH FOR
 AA1982'0.60 MI (0.97 KM) TO THE STATION ON THE LEFT. THE STATION IS JEFFERSON
 AA1982'COUNTY GPS AZIMUTH MARK (NO LOGO) SET ABOUT 22.0 FT (6.7 M) EAST OF
 AA1982'THE CENTER OF BLUE CREEK ROAD, 1.6 FT (0.5 M) WEST OF A CARSONITE
 AA1982'WITNESS POST, AND FLUSH WITH THE GROUND. STATION 37-30 1993 MAY BE
 AA1982'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2733 ***********************************************************************
 DH2733  DESIGNATION -  37 17
 DH2733  PID         -  DH2733
 DH2733  STATE/COUNTY-  AL/JEFFERSON
 DH2733  USGS QUAD   -  WARRIOR (1986)
 DH2733
 DH2733                         *CURRENT SURVEY CONTROL
 DH2733  ___________________________________________________________________
 DH2733* NAD 83(1992)-  33 47 01.87157(N)    086 49 26.36534(W)     ADJUSTED  
 DH2733* NAVD 88     -       142.3    (meters)     467.     (feet)  VERTCON   
 DH2733  ___________________________________________________________________
 DH2733  X           -     294,010.651 (meters)                     COMP
 DH2733  Y           -  -5,298,570.898 (meters)                     COMP
 DH2733  Z           -   3,526,608.119 (meters)                     COMP
 DH2733  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 DH2733  ELLIP HEIGHT-         113.39  (meters)          (07/29/02) GPS OBS
 DH2733  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DH2733
 DH2733  HORZ ORDER  -  FIRST
 DH2733  ELLP ORDER  -  FOURTH    CLASS I
 DH2733
 DH2733.The horizontal coordinates were established by GPS observations
 DH2733.and adjusted by the National Geodetic Survey in December 1992..
 DH2733
 DH2733.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2733
 DH2733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2733
 DH2733.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2733
 DH2733.The ellipsoidal height was determined by GPS observations
 DH2733.and is referenced to NAD 83.
 DH2733
 DH2733.The geoid height was determined by GEOID03.
 DH2733
 DH2733;                    North         East     Units Scale Factor Converg.
 DH2733;SPC AL W     -   419,750.357   662,607.127   MT  0.99998164   +0 22 33.3
 DH2733;UTM  16      - 3,738,204.389   516,295.170   MT  0.99960327   +0 05 52.3
 DH2733
 DH2733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2733!SPC AL W     -   0.99998220  x   0.99998164  =   0.99996384
 DH2733!UTM  16      -   0.99998220  x   0.99960327  =   0.99958548
 DH2733
 DH2733:                Primary Azimuth Mark                     Grid Az
 DH2733:SPC AL W     -  37 18                                    002 34 34.1
 DH2733:UTM  16      -  37 18                                    002 51 15.1
 DH2733
 DH2733|---------------------------------------------------------------------|
 DH2733| PID    Reference Object                     Distance      Geod. Az  |
 DH2733|                                                           dddmmss.s |
 DH2733| DH2734 37 18                               APPROX. 0.5 KM 0025707.4 |
 DH2733|---------------------------------------------------------------------|
 DH2733
 DH2733                          SUPERSEDED SURVEY CONTROL
 DH2733
 DH2733  ELLIP H (12/04/92)  113.44   (m)                       GP(       ) 4 1
 DH2733  NAD 83(1986)-  33 47 01.87901(N)    086 49 26.36478(W) AD(       ) 1
 DH2733  NGVD 29 (12/04/92)  142.2    (m)          467.     (f) GPS OBS        
 DH2733
 DH2733.Superseded values are not recommended for survey control.
 DH2733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2733.See file dsdata.txt to determine how the superseded data were derived.
 DH2733
 DH2733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1629538204(NAD 83)
 DH2733_MARKER: DD = SURVEY DISK
 DH2733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2733_SP_SET: CONCRETE POST
 DH2733_STAMPING: 37 - 17 1989
 DH2733_MARK LOGO: ALHD  
 DH2733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2733+STABILITY: SURFACE MOTION
 DH2733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2733+SATELLITE: SATELLITE OBSERVATIONS - April 01, 2004
 DH2733
 DH2733  HISTORY     - Date     Condition        Report By
 DH2733  HISTORY     - 1989     MONUMENTED       ALHD
 DH2733  HISTORY     - 19900307 GOOD
 DH2733  HISTORY     - 20040401 GOOD             ALHD
 DH2733
 DH2733                          STATION DESCRIPTION
 DH2733
 DH2733'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2733'THE STATION IS LOCATED IN JEFFERSON COUNTY ON PROPERTY OF MR. FRED H.
 DH2733'HALLMARK IN THE SOUTHEAST QUADRANT OF THE I - 65 AND U. S. 31
 DH2733'INTERCHANGE, EXIT 280 ON I - 65 AND IN THE SOUTH END OF WARRIOR.
 DH2733'TO REACH THE STATION FROM THE CENTER OF THE INTERSECTION OF THE I - 65
 DH2733'RAMPS AND U. S. 31, DRIVE SOUTH ON  U. S. 31 0.10 MI (0.16 KM) TO
 DH2733'MILE POST 295.85 AND A PAVED DRIVEWAY RIGHT TO THE HALLMARK PROPERTY,
 DH2733'TURN RIGHT ON THE PAVED DRIVEWAY AND DRIVE WEST 0.05 MI (0.08 KM) TO
 DH2733'A GATE WITH FOUR WHITE BRICK COLUMNS, PASS THROUGH THE GATE AND
 DH2733'IMMEDIATELY TURN RIGHT AND FOLLOW THE CHAIN LINK FENCE UP THE HILL
 DH2733'0.10 MI (0.16 KM) TO A FENCE CORNER AND THE STATION ON THE LEFT.
 DH2733'THE STATION IS 16.3 FT (5.0 M) EAST - SOUTHEAST OF THE I - 65 ACCESS
 DH2733'LIMIT CHAIN LINK FENCE, 155.5 FT (47.4 M) SOUTH OF THE FENCE CORNER,
 DH2733'189.6 FT (57.8 M) NORTH - NORTHEAST OF A BIRD HOUSE POST IN THE FENCE
 DH2733'LINE, 15.8 FT (4.8 M) EAST - SOUTHEAST OF A CARSONITE WITNESS POST AT
 DH2733'THE FENCE, AND SET FLUSH WITH THE GROUND.
 DH2733'STATION 37 - 18 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2733'BEFORE USING THIS STATION, PLEASE NOTIFY
 DH2733'MR. FRED H. HALLMARK
 DH2733'9480 HIGHWAY 31 SOUTH
 DH2733'WARRIOR, ALABAMA 35180
 DH2733'PHONE 205 - 647 - 2020 OR 205 - 647 - 0529.
 DH2733
 DH2733                          STATION RECOVERY (1990)
 DH2733
 DH2733'RECOVERED 1990
 DH2733'RECOVERED IN GOOD CONDITION.
 DH2733
 DH2733                          STATION RECOVERY (2004)
 DH2733
 DH2733'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 DH2733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2734 ***********************************************************************
 DH2734  DESIGNATION -  37 18
 DH2734  PID         -  DH2734
 DH2734  STATE/COUNTY-  AL/JEFFERSON
 DH2734  USGS QUAD   -  WARRIOR (1986)
 DH2734
 DH2734                         *CURRENT SURVEY CONTROL
 DH2734  ___________________________________________________________________
 DH2734* NAD 83(1992)-  33 47 19.66003(N)    086 49 25.26669(W)     ADJUSTED  
 DH2734* NAVD 88     -       151.5    (meters)     497.     (feet)  GPS OBS   
 DH2734  ___________________________________________________________________
 DH2734  X           -     294,022.415 (meters)                     COMP
 DH2734  Y           -  -5,298,272.754 (meters)                     COMP
 DH2734  Z           -   3,527,068.831 (meters)                     COMP
 DH2734  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 DH2734  ELLIP HEIGHT-         122.72  (meters)          (08/29/05) GPS OBS
 DH2734  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH2734
 DH2734  HORZ ORDER  -  A
 DH2734  ELLP ORDER  -  FOURTH    CLASS I
 DH2734
 DH2734.The horizontal coordinates were established by GPS observations
 DH2734.and adjusted by the National Geodetic Survey in August 2005..
 DH2734
 DH2734.The orthometric height was determined by GPS observations and a
 DH2734.high-resolution geoid model.
 DH2734
 DH2734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2734
 DH2734.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2734
 DH2734.The ellipsoidal height was determined by GPS observations
 DH2734.and is referenced to NAD 83.
 DH2734
 DH2734.The geoid height was determined by GEOID03.
 DH2734
 DH2734;                    North         East     Units Scale Factor Converg.
 DH2734;SPC AL W     -   420,298.596   662,631.794   MT  0.99998167   +0 22 34.1
 DH2734;UTM  16      - 3,738,752.295   516,322.487   MT  0.99960328   +0 05 53.0
 DH2734
 DH2734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2734!SPC AL W     -   0.99998073  x   0.99998167  =   0.99996241
 DH2734!UTM  16      -   0.99998073  x   0.99960328  =   0.99958402
 DH2734
 DH2734:                Primary Azimuth Mark                     Grid Az
 DH2734:SPC AL W     -  37 17                                    182 34 34.0
 DH2734:UTM  16      -  37 17                                    182 51 15.1
 DH2734
 DH2734|---------------------------------------------------------------------|
 DH2734| PID    Reference Object                     Distance      Geod. Az  |
 DH2734|                                                           dddmmss.s |
 DH2734| DH2733 37 17                               APPROX. 0.5 KM 1825708.1 |
 DH2734|---------------------------------------------------------------------|
 DH2734
 DH2734                          SUPERSEDED SURVEY CONTROL
 DH2734
 DH2734  ELLIP H (07/29/02)  122.70   (m)                       GP(       ) 4 1
 DH2734  NAD 83(1992)-  33 47 19.66052(N)    086 49 25.26761(W) AD(       ) 1
 DH2734  ELLIP H (12/04/92)  122.75   (m)                       GP(       ) 4 1
 DH2734  NAD 83(1986)-  33 47 19.66797(N)    086 49 25.26705(W) AD(       ) 1
 DH2734  NGVD 29 (12/04/92)  151.5    (m)          497.     (f) GPS OBS        
 DH2734
 DH2734.Superseded values are not recommended for survey control.
 DH2734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2734.See file dsdata.txt to determine how the superseded data were derived.
 DH2734
 DH2734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1632238752(NAD 83)
 DH2734_MARKER: DD = SURVEY DISK
 DH2734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2734_SP_SET: CONCRETE POST
 DH2734_STAMPING: 37 - 18 1989
 DH2734_MARK LOGO: ALHD  
 DH2734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2734+STABILITY: SURFACE MOTION
 DH2734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2734+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 DH2734
 DH2734  HISTORY     - Date     Condition        Report By
 DH2734  HISTORY     - 1989     MONUMENTED       ALHD
 DH2734  HISTORY     - 19900314 GOOD
 DH2734  HISTORY     - 20021006 GOOD             JCLS
 DH2734  HISTORY     - 20021007 GOOD             JCLS
 DH2734  HISTORY     - 20040401 GOOD             ALHD
 DH2734  HISTORY     - 20040624 GOOD             LOCSUR
 DH2734
 DH2734                          STATION DESCRIPTION
 DH2734
 DH2734'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2734'THE STATION IS LOCATED IN JEFFERSON COUNTY IN THE NORTHEAST QUADRANT
 DH2734'OF THE I - 65 AND U. S. 31 INTERCHANGE, EXIT 280 ON I - 65, ON A HIGH
 DH2734'POINT, NEAR WHERE U. S. 31 BEGINS A TAPER FROM THREE LANE DIVIDED TO
 DH2734'TWO LANE AND IN THE SOUTH END OF WARRIOR.
 DH2734'TO REACH THE STATION FROM THE JUNCTION OF THE I - 65 RAMPS AND U. S.
 DH2734'31, DRIVE NORTH ON U. S. 31 0.30 MI (0.48 KM) TO MILE POST 296.25 AND
 DH2734'THE STATION ON THE LEFT.
 DH2734'THE STATION IS 76.1 FT (23.2 M) WEST - NORTHWEST OF THE CENTER OF THE
 DH2734'SOUTH BOUND LANE OF U. S. 31, 125.0 FT (38.1 M) SOUTH - SOUTHEAST OF
 DH2734'A 14 INCH PINE TREE BETWEEN I - 65 AND U. S. 31, 224.3 FT (68.4 M)
 DH2734'NORTH - NORTHWEST OF A DIVIDED HIGHWAY SIGN AND THE NORTH END OF THE
 DH2734'GRASSED MEDIAN ON U. S. 31, AND SET FLUSH WITH THE GROUND.
 DH2734'STATION 37 - 17 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2734
 DH2734                          STATION RECOVERY (1990)
 DH2734
 DH2734'RECOVERED 1990
 DH2734'RECOVERED IN GOOD CONDITION.
 DH2734
 DH2734                          STATION RECOVERY (2002)
 DH2734
 DH2734'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DH2734'RECOVERED IN GOOD CONDITION.
 DH2734
 DH2734                          STATION RECOVERY (2002)
 DH2734
 DH2734'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 DH2734'RECOVERED IN GOOD CONDITION.
 DH2734
 DH2734                          STATION RECOVERY (2004)
 DH2734
 DH2734'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 DH2734'RECOVERED IN GOOD CONDITION.
 DH2734
 DH2734                          STATION RECOVERY (2004)
 DH2734
 DH2734'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (CW)
 DH2734'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2735 ***********************************************************************
 DH2735  DESIGNATION -  37 19
 DH2735  PID         -  DH2735
 DH2735  STATE/COUNTY-  AL/JEFFERSON
 DH2735  USGS QUAD   -  BESSEMER (1988)
 DH2735
 DH2735                         *CURRENT SURVEY CONTROL
 DH2735  ___________________________________________________________________
 DH2735* NAD 83(1992)-  33 24 34.08609(N)    086 56 33.32920(W)     ADJUSTED  
 DH2735* NAVD 88     -       170.5    (meters)     559.     (feet)  VERTCON   
 DH2735  ___________________________________________________________________
 DH2735  X           -     284,268.907 (meters)                     COMP
 DH2735  Y           -  -5,322,136.698 (meters)                     COMP
 DH2735  Z           -   3,492,034.647 (meters)                     COMP
 DH2735  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DH2735  ELLIP HEIGHT-         141.41  (meters)          (07/29/02) GPS OBS
 DH2735  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH2735
 DH2735  HORZ ORDER  -  FIRST
 DH2735  ELLP ORDER  -  FOURTH    CLASS I
 DH2735
 DH2735.The horizontal coordinates were established by GPS observations
 DH2735.and adjusted by the National Geodetic Survey in December 1992..
 DH2735
 DH2735.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2735
 DH2735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2735
 DH2735.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2735
 DH2735.The ellipsoidal height was determined by GPS observations
 DH2735.and is referenced to NAD 83.
 DH2735
 DH2735.The geoid height was determined by GEOID03.
 DH2735
 DH2735;                    North         East     Units Scale Factor Converg.
 DH2735;SPC AL W     -   378,161.670   651,846.541   MT  0.99996646   +0 18 24.9
 DH2735;UTM  16      - 3,696,683.612   505,337.960   MT  0.99960035   +0 01 53.8
 DH2735
 DH2735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2735!SPC AL W     -   0.99997780  x   0.99996646  =   0.99994426
 DH2735!UTM  16      -   0.99997780  x   0.99960035  =   0.99957816
 DH2735
 DH2735                          SUPERSEDED SURVEY CONTROL
 DH2735
 DH2735  ELLIP H (12/04/92)  141.50   (m)                       GP(       ) 4 1
 DH2735  NAD 83(1986)-  33 24 34.09212(N)    086 56 33.33280(W) AD(       ) 1
 DH2735  NGVD 29 (12/04/92)  170.4    (m)          559.     (f) GPS OBS        
 DH2735
 DH2735.Superseded values are not recommended for survey control.
 DH2735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2735.See file dsdata.txt to determine how the superseded data were derived.
 DH2735
 DH2735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0533896684(NAD 83)
 DH2735_MARKER: DD = SURVEY DISK
 DH2735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2735_SP_SET: CONCRETE POST
 DH2735_STAMPING: 37 - 19 1989
 DH2735_MARK LOGO: ALHD  
 DH2735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2735+STABILITY: SURFACE MOTION
 DH2735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2735+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1990
 DH2735
 DH2735  HISTORY     - Date     Condition        Report By
 DH2735  HISTORY     - 1989     MONUMENTED       ALHD
 DH2735  HISTORY     - 19900213 GOOD
 DH2735
 DH2735                          STATION DESCRIPTION
 DH2735
 DH2735'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2735'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE GROUNDS OF CHARLES
 DH2735'F. HARD ELEMENTARY SCHOOL IN BESSEMER.
 DH2735'TO REACH THE STATION FROM JUNCTION OF ALA 150, 14TH STREET, AND
 DH2735'CAROLINA AVENUE IN BESSEMER, DRIVE NORTHEAST ON CAROLINA AVENUE 1.25
 DH2735'MI (2.01 KM) TO A GATE ON THE RIGHT INTO THE SCHOOL GROUNDS, TURN
 DH2735'RIGHT THROUGH THE GATE AND BEAR RIGHT 0.05 MI (0.08 KM) TO THE
 DH2735'STATION ON THE RIGHT.
 DH2735'THE STATION IS 73.0 FT (22.3 M) WEST - NORTHWEST OF THE CENTER OF THE
 DH2735'DRIVEWAY INTO A PARKING LOT, 123.6 FT (37.7 M) WEST OF THE SOUTHWEST
 DH2735'CORNER OF A BRICK SCHOOL BUILDING, 136.8 FT (41.7 M) WEST - NORTHWEST
 DH2735'OF THE SOUTHWEST CORNER OF A BRICK SCHOOL BUILDING, 76.0 FT (23.2 M)
 DH2735'SOUTHEAST OF A CHAIN LINK FENCE ALONG CAROLINA AVENUE, ABOUT 500 FT
 DH2735'(152.4 M) NORTHEAST OF A MICROWAVE TOWER, ON THE GROUNDS OF THE
 DH2735'CHARLES F. HARD ELEMENTARY SCHOOL, AND SET FLUSH WITH THE GROUND.
 DH2735'TRIANGULATION STATION SLOSS 1939 MAY BE USED AS AN AZIMUTH FOR THIS
 DH2735'STATION.
 DH2735'BEFORE USING THIS STATION, PLEASE NOTIFY
 DH2735'MR. SETH GOLDMAN, PRINCIPLE
 DH2735'CHARLES F. HARD ELEMENTARY SCHOOL
 DH2735'2801 ARLINGTON AVENUE
 DH2735'BESSEMER, ALABAMA 35020
 DH2735'PHONE 205 - 481 - 9831.
 DH2735
 DH2735                          STATION RECOVERY (1990)
 DH2735
 DH2735'RECOVERED 1990
 DH2735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2736 ***********************************************************************
 DH2736  DESIGNATION -  37 2
 DH2736  PID         -  DH2736
 DH2736  STATE/COUNTY-  AL/JEFFERSON
 DH2736  USGS QUAD   -  BROOKSIDE (1986)
 DH2736
 DH2736                         *CURRENT SURVEY CONTROL
 DH2736  ___________________________________________________________________
 DH2736* NAD 83(1992)-  33 41 29.41370(N)    086 58 50.52918(W)     ADJUSTED  
 DH2736* NAVD 88     -       114.2    (meters)     375.     (feet)  VERTCON   
 DH2736  ___________________________________________________________________
 DH2736  X           -     279,815.652 (meters)                     COMP
 DH2736  Y           -  -5,305,013.235 (meters)                     COMP
 DH2736  Z           -   3,518,074.375 (meters)                     COMP
 DH2736  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 DH2736  ELLIP HEIGHT-          85.49  (meters)          (07/29/02) GPS OBS
 DH2736  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DH2736
 DH2736  HORZ ORDER  -  FIRST
 DH2736  ELLP ORDER  -  FOURTH    CLASS I
 DH2736
 DH2736.The horizontal coordinates were established by GPS observations
 DH2736.and adjusted by the National Geodetic Survey in December 1992..
 DH2736
 DH2736.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2736.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2736
 DH2736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2736
 DH2736.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2736
 DH2736.The ellipsoidal height was determined by GPS observations
 DH2736.and is referenced to NAD 83.
 DH2736
 DH2736.The geoid height was determined by GEOID03.
 DH2736
 DH2736;                    North         East     Units Scale Factor Converg.
 DH2736;SPC AL W     -   409,423.511   648,144.962   MT  0.99996190   +0 17 17.1
 DH2736;UTM  16      - 3,727,951.556   501,788.494   MT  0.99960004   +0 00 38.5
 DH2736
 DH2736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2736!SPC AL W     -   0.99998658  x   0.99996190  =   0.99994848
 DH2736!UTM  16      -   0.99998658  x   0.99960004  =   0.99958662
 DH2736
 DH2736                          SUPERSEDED SURVEY CONTROL
 DH2736
 DH2736  ELLIP H (12/04/92)   85.54   (m)                       GP(       ) 4 1
 DH2736  NAD 83(1986)-  33 41 29.42025(N)    086 58 50.52816(W) AD(       ) 1
 DH2736  NGVD 29 (12/04/92)  114.2    (m)          375.     (f) GPS OBS        
 DH2736
 DH2736.Superseded values are not recommended for survey control.
 DH2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2736.See file dsdata.txt to determine how the superseded data were derived.
 DH2736
 DH2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0178827952(NAD 83)
 DH2736_MARKER: DD = SURVEY DISK
 DH2736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2736_SP_SET: CONCRETE POST
 DH2736_STAMPING: 37 - 2 1989
 DH2736_MARK LOGO: ALHD  
 DH2736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2736+STABILITY: SURFACE MOTION
 DH2736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2736+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1990
 DH2736
 DH2736  HISTORY     - Date     Condition        Report By
 DH2736  HISTORY     - 1989     MONUMENTED       ALHD
 DH2736  HISTORY     - 19900306 GOOD
 DH2736
 DH2736                          STATION DESCRIPTION
 DH2736
 DH2736'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2736'THE STATION IS LOCATED IN THE MEDIAN OF U.S. 78 APPROXIMATELY 4.5 MI
 DH2736'(7.2 KM) NORTHWEST OF GRAYSVILLE AT A PAVED CROSSOVER THROUGH THE
 DH2736'MEDIAN.
 DH2736'TO REACH THE STATION FROM THE SOUTH END OF THE U.S. 78 BRIDGE OVER THE
 DH2736'LOCUST FORK OF THE WARRIOR RIVER, DRIVE SOUTHEAST ON U.S. 78 1.20 MI
 DH2736'(1.93 KM) TO MILE POST 84.30 AND THE STATION ON THE LEFT IN THE
 DH2736'MEDIAN.
 DH2736'THE STATION IS 28 FT (8.5 M) NORTHEAST OF THE CENTERLINE OF THE
 DH2736'EASTBOUND LANES OF U.S. 78, 32 FT (9.8 M) SOUTHWEST OF THE CENTERLINE
 DH2736'OF THE WESTBOUND LANES OF U.S. 78, 22 FT (6.7 M) NORTHWEST OF THE
 DH2736'CENTER OF THE PAVED CROSSOVER, 2.5 FT (0.8 M) SOUTH-SOUTHWEST OF A
 DH2736'REFLECTOR POST IN THE MEDIAN, 3.2 FT (1.0 M) NORTH OF A CARSONITE
 DH2736'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2736'STATION 37 - 1 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2736
 DH2736                          STATION RECOVERY (1990)
 DH2736
 DH2736'RECOVERED 1990
 DH2736'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2737 ***********************************************************************
 DH2737  DESIGNATION -  37 20
 DH2737  PID         -  DH2737
 DH2737  STATE/COUNTY-  AL/JEFFERSON
 DH2737  USGS QUAD   -  PINSON (1979)
 DH2737
 DH2737                         *CURRENT SURVEY CONTROL
 DH2737  ___________________________________________________________________
 DH2737* NAD 83(1992)-  33 41 47.72130(N)    086 41 19.25174(W)     ADJUSTED  
 DH2737* NAVD 88     -       180.2    (meters)     591.     (feet)  VERTCON   
 DH2737  ___________________________________________________________________
 DH2737  X           -     306,835.235 (meters)                     COMP
 DH2737  Y           -  -5,303,260.279 (meters)                     COMP
 DH2737  Z           -   3,518,580.082 (meters)                     COMP
 DH2737  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 DH2737  ELLIP HEIGHT-         151.09  (meters)          (07/29/02) GPS OBS
 DH2737  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH2737
 DH2737  HORZ ORDER  -  FIRST
 DH2737  ELLP ORDER  -  FOURTH    CLASS I
 DH2737
 DH2737.The horizontal coordinates were established by GPS observations
 DH2737.and adjusted by the National Geodetic Survey in December 1992..
 DH2737
 DH2737.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2737
 DH2737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2737
 DH2737.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2737
 DH2737.The ellipsoidal height was determined by GPS observations
 DH2737.and is referenced to NAD 83.
 DH2737
 DH2737.The geoid height was determined by GEOID03.
 DH2737
 DH2737;                    North         East     Units Scale Factor Converg.
 DH2737;SPC AL W     -   410,161.960   675,214.924   MT  1.00000305   +0 27 00.5
 DH2737;UTM  16      - 3,728,558.712   528,851.498   MT  0.99961026   +0 10 21.8
 DH2737
 DH2737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2737!SPC AL W     -   0.99997628  x   1.00000305  =   0.99997933
 DH2737!UTM  16      -   0.99997628  x   0.99961026  =   0.99958655
 DH2737
 DH2737                          SUPERSEDED SURVEY CONTROL
 DH2737
 DH2737  ELLIP H (12/04/92)  151.13   (m)                       GP(       ) 4 1
 DH2737  NAD 83(1986)-  33 41 47.72893(N)    086 41 19.25144(W) AD(       ) 1
 DH2737  NGVD 29 (12/04/92)  180.2    (m)          591.     (f) GPS OBS        
 DH2737
 DH2737.Superseded values are not recommended for survey control.
 DH2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2737.See file dsdata.txt to determine how the superseded data were derived.
 DH2737
 DH2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2885128559(NAD 83)
 DH2737_MARKER: DD = SURVEY DISK
 DH2737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2737_SP_SET: CONCRETE POST
 DH2737_STAMPING: 37-20 1989
 DH2737_MARK LOGO: ALHD  
 DH2737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2737+STABILITY: SURFACE MOTION
 DH2737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2737+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1995
 DH2737
 DH2737  HISTORY     - Date     Condition        Report By
 DH2737  HISTORY     - 1989     MONUMENTED       ALHD
 DH2737  HISTORY     - 19900412 GOOD             ALHD
 DH2737  HISTORY     - 19950213 GOOD             ALHD
 DH2737
 DH2737                          STATION DESCRIPTION
 DH2737
 DH2737'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2737'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE WEST RIGHT OF WAY OF
 DH2737'ALA 79 IN THE COMMUNITY OF PINSON.
 DH2737'TO REACH THE STATION FROM THE JUNCTION OF ALA 79, ALA 151, AND NARROWS
 DH2737'ROAD IN PINSON, MILE POST 14.15 ON ALA 79, DRIVE WEST ON NARROWS ROAD
 DH2737'0.08 KM (0.05 MI) TO OLD BRADFORD ROAD LEFT AND RIGHT, TURN LEFT ON
 DH2737'OLD BRADFORD ROAD AND DRIVE SOUTH 0.08 KM (0.05 MI) TO THE STATION ON
 DH2737'THE LEFT BETWEEN OLD BRADFORD ROAD AND ALA 79.
 DH2737'THE STATION IS LOCATED IN A GRASSED AREA IN THE SOUTHWEST QUADRANT OF
 DH2737'THE ALA 79 AND ALA 151 INTERSECTION, 38.71 M (127.00 FT) SOUTH -
 DH2737'SOUTHEAST OF A GUY POLE FOR TRANSFORMER POWER POLE NO. T 16879, 27.89
 DH2737'M (91.50 FT) NORTH OF POWER POLE NO. 15, 19.90 M (65.29 FT) WEST OF
 DH2737'THE CENTERLINE OF THE SOUTH BOUND LANES OF ALA 79, 14.33 M
 DH2737'(47.01 FT) EAST OF THE CENTER OF OLD BRADFORD ROAD, 13.35 M
 DH2737'(43.80 FT) WEST - NORTHWEST OF AN ALA 79 SOUTH SIGN POST, AND SET
 DH2737'FLUSH WITH THE GROUND AND IS 3.54FT EAST SOUTHEAST OF THE CARSONITE
 DH2737'WITNESS POST.
 DH2737'STATION 37 - 21 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2737
 DH2737                          STATION RECOVERY (1990)
 DH2737
 DH2737'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2737'RECOVERED IN GOOD CONDITION.
 DH2737
 DH2737                          STATION RECOVERY (1995)
 DH2737
 DH2737'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLD)
 DH2737'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE WEST RIGHT OF WAY OF
 DH2737'ALA 79 IN THE COMMUNITY OF PINSON. TO REACH THE STATION FROM THE
 DH2737'JUNCTION OF ALA 79, ALA 151, AND NARROWS ROAD IN PINSON, MILE POST
 DH2737'14.15 ON ALA 79, DRIVE WEST ON NARROWS ROAD FOR 0.05 MI (0.08 KM) TO
 DH2737'OLD BRADFORD ROAD LEFT AND RIGHT. TURN LEFT ON OLD BRADFORD ROAD AND
 DH2737'DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT BETWEEN
 DH2737'OLD BRADFORD ROAD AND ALA 79. THE STATION IS LOCATED IN A GRASSED AREA
 DH2737'IN THE SOUTHWEST QUADRANT OF THE ALA 79 AND ALA 151 INTERSECTION.
 DH2737'127.00 FT (38.71 M) SOUTH-SOUTHEAST OF A GUY POLE FOR TRANSFORMER
 DH2737'POWER POLE NO. T 16879, 91.50 FT (27.89 M) NORTH OF POWER POLE NO.15,
 DH2737'65.29 FT (19.90 M) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 DH2737'ALA 79, 47.01 FT (14.33 M) EAST OF THE CENTER OF OLD BRADFORD ROAD.
 DH2737'43.80 FT (13.35 M) WEST-NORTHWEST OF AN ALA 79 SOUTH SIGN POST, AND
 DH2737'SET FLUSH WITH THE GROUND. STATION 37-21 MAY BE USED AS AN AZIMUTH FOR
 DH2737'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2738 ***********************************************************************
 DH2738  DESIGNATION -  37 21
 DH2738  PID         -  DH2738
 DH2738  STATE/COUNTY-  AL/JEFFERSON
 DH2738  USGS QUAD   -  PINSON (1979)
 DH2738
 DH2738                         *CURRENT SURVEY CONTROL
 DH2738  ___________________________________________________________________
 DH2738* NAD 83(1992)-  33 42 25.99838(N)    086 40 57.52787(W)     ADJUSTED  
 DH2738* NAVD 88     -       192.4    (meters)     631.     (feet)  VERTCON   
 DH2738  ___________________________________________________________________
 DH2738  X           -     307,356.493 (meters)                     COMP
 DH2738  Y           -  -5,302,584.754 (meters)                     COMP
 DH2738  Z           -   3,519,567.989 (meters)                     COMP
 DH2738  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 DH2738  ELLIP HEIGHT-         163.27  (meters)          (07/29/02) GPS OBS
 DH2738  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH2738
 DH2738  HORZ ORDER  -  FIRST
 DH2738  ELLP ORDER  -  FOURTH    CLASS I
 DH2738
 DH2738.The horizontal coordinates were established by GPS observations
 DH2738.and adjusted by the National Geodetic Survey in December 1992..
 DH2738
 DH2738.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2738
 DH2738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2738
 DH2738.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2738
 DH2738.The ellipsoidal height was determined by GPS observations
 DH2738.and is referenced to NAD 83.
 DH2738
 DH2738.The geoid height was determined by GEOID03.
 DH2738
 DH2738;                    North         East     Units Scale Factor Converg.
 DH2738;SPC AL W     -   411,345.667   675,765.035   MT  1.00000408   +0 27 13.0
 DH2738;UTM  16      - 3,729,739.277   529,407.117   MT  0.99961066   +0 10 34.0
 DH2738
 DH2738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2738!SPC AL W     -   0.99997437  x   1.00000408  =   0.99997845
 DH2738!UTM  16      -   0.99997437  x   0.99961066  =   0.99958504
 DH2738
 DH2738                          SUPERSEDED SURVEY CONTROL
 DH2738
 DH2738  ELLIP H (12/04/92)  163.31   (m)                       GP(       ) 4 1
 DH2738  NAD 83(1986)-  33 42 26.00607(N)    086 40 57.52756(W) AD(       ) 1
 DH2738  NGVD 29 (12/04/92)  192.4    (m)          631.     (f) GPS OBS        
 DH2738
 DH2738.Superseded values are not recommended for survey control.
 DH2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2738.See file dsdata.txt to determine how the superseded data were derived.
 DH2738
 DH2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2940729739(NAD 83)
 DH2738_MARKER: DD = SURVEY DISK
 DH2738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2738_SP_SET: CONCRETE POST
 DH2738_STAMPING: 37 - 21 1989
 DH2738_MARK LOGO: ALHD  
 DH2738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2738+STABILITY: SURFACE MOTION
 DH2738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2738+SATELLITE: SATELLITE OBSERVATIONS - March 08, 1990
 DH2738
 DH2738  HISTORY     - Date     Condition        Report By
 DH2738  HISTORY     - 1989     MONUMENTED       ALHD
 DH2738  HISTORY     - 19900308 GOOD
 DH2738
 DH2738                          STATION DESCRIPTION
 DH2738
 DH2738'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2738'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE WEST RIGHT OF WAY OF
 DH2738'ALA 79 IN THE COMMUNITY OF PINSON.
 DH2738'TO REACH THE STATION FROM THE JUNCTION OF ALA 79, ALA 151, AND NARROWS
 DH2738'ROAD IN PINSON, MILE POST 14.15 ON ALA 79, DRIVE WEST ON NARROWS ROAD
 DH2738'0.08 KM (0.05 MI) TO OLD BRADFORD ROAD LEFT AND RIGHT, TURN RIGHT ON
 DH2738'OLD BRADFORD ROAD AND DRIVE NORTH 1.29 KM (0.80 MI) TO THE STATION ON
 DH2738'THE RIGHT BETWEEN OLD BRADFORD ROAD AND THE CREST OF A 9.14 M
 DH2738'(29.99 FT) BACKSLOPE.
 DH2738'THE STATION IS 28.04 M (91.99 FT) NORTHEAST OF POWER POLE NO. 20,
 DH2738'27.37 M (89.80 FT) SOUTH - SOUTHWEST OF TRANSFORMER POWER POLE NO. T
 DH2738'16880, 24.48 M (80.31 FT) SOUTH - SOUTHEAST OF THE SOUTHEAST CORNER
 DH2738'OF A WHITE FRAME RESIDENCE, 4.88 M (16.01 FT) SOUTHEAST OF THE
 DH2738'CENTERLINE OF OLD BRADFORD ROAD, 2.44 M (8.01 FT) SOUTH OF BULLOCK
 DH2738'MAIL BOX POST, 1.52 M (4.99 FT) SOUTHEAST OF A METAL GUARD RAIL, 1.22
 DH2738'M (4.00 FT) WEST - NORTHWEST OF THE CREST OF A 9.14 M (29.99 FT)
 DH2738'BACKSLOPE, APPROXIMATELY 22.86 M (75.00 FT) WEST - NORTHWEST AND ABOUT
 DH2738'9.14 M (29.99 FT) ABOVE THE CENTERLINE OF THE SOUTH BOUND LANES OF
 DH2738'ALA 79, AND SET FLUSH WITH THE GROUND AND IS 2.75 FT (0.84 M) WEST OF
 DH2738'THE CARSONITE WITNESS POST.
 DH2738'STATION 37 - 20 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2738'BEFORE USING THIS STATION, PLEASE NOTIFY
 DH2738'MR. A. P. BULLOCK
 DH2738'6992 OLD BRADFORD ROAD
 DH2738'PINSON, ALABAMA 35126
 DH2738'PHONE 205 - 681 - 6183.
 DH2738
 DH2738                          STATION RECOVERY (1990)
 DH2738
 DH2738'RECOVERED 1990
 DH2738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2739 ***********************************************************************
 DH2739  DESIGNATION -  37 22
 DH2739  PID         -  DH2739
 DH2739  STATE/COUNTY-  AL/JEFFERSON
 DH2739  USGS QUAD   -  TRAFFORD (1986)
 DH2739
 DH2739                         *CURRENT SURVEY CONTROL
 DH2739  ___________________________________________________________________
 DH2739* NAD 83(1992)-  33 47 22.82634(N)    086 41 15.41364(W)     ADJUSTED  
 DH2739* NAVD 88     -       146.6    (meters)     481.     (feet)  VERTCON   
 DH2739  ___________________________________________________________________
 DH2739  X           -     306,600.922 (meters)                     COMP
 DH2739  Y           -  -5,297,501.051 (meters)                     COMP
 DH2739  Z           -   3,527,147.007 (meters)                     COMP
 DH2739  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 DH2739  ELLIP HEIGHT-         117.50  (meters)          (07/29/02) GPS OBS
 DH2739  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2739
 DH2739  HORZ ORDER  -  FIRST
 DH2739  ELLP ORDER  -  FOURTH    CLASS I
 DH2739
 DH2739.The horizontal coordinates were established by GPS observations
 DH2739.and adjusted by the National Geodetic Survey in December 1992..
 DH2739
 DH2739.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2739
 DH2739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2739
 DH2739.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2739
 DH2739.The ellipsoidal height was determined by GPS observations
 DH2739.and is referenced to NAD 83.
 DH2739
 DH2739.The geoid height was determined by GEOID03.
 DH2739
 DH2739;                    North         East     Units Scale Factor Converg.
 DH2739;SPC AL W     -   420,487.199   675,232.446   MT  1.00000308   +0 27 06.6
 DH2739;UTM  16      - 3,738,879.689   528,919.047   MT  0.99961031   +0 10 25.4
 DH2739
 DH2739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2739!SPC AL W     -   0.99998155  x   1.00000308  =   0.99998463
 DH2739!UTM  16      -   0.99998155  x   0.99961031  =   0.99959187
 DH2739
 DH2739|---------------------------------------------------------------------|
 DH2739| PID    Reference Object                     Distance      Geod. Az  |
 DH2739|                                                           dddmmss.s |
 DH2739| DH2740 37 23                               262.740 METERS 04144     |
 DH2739|---------------------------------------------------------------------|
 DH2739
 DH2739                          SUPERSEDED SURVEY CONTROL
 DH2739
 DH2739  ELLIP H (12/04/92)  117.56   (m)                       GP(       ) 4 1
 DH2739  NAD 83(1986)-  33 47 22.83438(N)    086 41 15.41326(W) AD(       ) 1
 DH2739  NGVD 29 (12/04/92)  146.6    (m)          481.     (f) GPS OBS        
 DH2739
 DH2739.Superseded values are not recommended for survey control.
 DH2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2739.See file dsdata.txt to determine how the superseded data were derived.
 DH2739
 DH2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2891938880(NAD 83)
 DH2739_MARKER: DD = SURVEY DISK
 DH2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2739_SP_SET: CONCRETE POST
 DH2739_STAMPING: 37 - 22 1989
 DH2739_MARK LOGO: ALHD  
 DH2739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2739+STABILITY: SURFACE MOTION
 DH2739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2739+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1990
 DH2739
 DH2739  HISTORY     - Date     Condition        Report By
 DH2739  HISTORY     - 1989     MONUMENTED       ALHD
 DH2739  HISTORY     - 19900314 GOOD
 DH2739
 DH2739                          STATION DESCRIPTION
 DH2739
 DH2739'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2739'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTH RIGHT OF WAY
 DH2739'OF BETHEL ROAD, JEFFERSON COUNTY ROAD NO. 136, ABOUT 11.43 KM
 DH2739'(7.10 MI) EAST - SOUTHEAST OF WARRIOR AND ABOUT 10.94 KM (6.80 MI)
 DH2739'NORTH OF PINSON.
 DH2739'TO REACH THE STATION FROM THE JUNCTION OF ALA 79, ALA 151, AND NARROWS
 DH2739'ROAD IN PINSON, MILE POST 14.15 ON ALA 79, DRIVE NORTH ON ALA 79
 DH2739'10.62 KM (6.60 MI) TO MILE POST 20.75 AND BETHEL ROAD, JEFFERSON
 DH2739'COUNTY ROAD NO. 136, LEFT AND RIGHT, TURN LEFT ON BETHEL ROAD AND
 DH2739'DRIVE WEST 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 DH2739'THE STATION IS 5.67 M (18.60 FT) NORTH - NORTHWEST OF THE CENTERLINE
 DH2739'OF BETHEL ROAD, JEFFERSON COUNTY ROAD NO. 136, 7.68 M (25.20 FT) EAST
 DH2739'- NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BRIDGE, 13.17 M
 DH2739'(43.21 FT) NORTH - NORTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 DH2739'BRIDGE, AND SET FLUSH WITH THE GROUND AND IS 3.29 FT (1.00 M) SOUTH
 DH2739'OF THE CARSONITE WITNESS POST.
 DH2739'STATION 37 - 23 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2739
 DH2739                          STATION RECOVERY (1990)
 DH2739
 DH2739'RECOVERED 1990
 DH2739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2740 ***********************************************************************
 DH2740  DESIGNATION -  37 23
 DH2740  PID         -  DH2740
 DH2740  STATE/COUNTY-  AL/JEFFERSON
 DH2740  USGS QUAD   -  TRAFFORD (1986)
 DH2740
 DH2740                         *CURRENT SURVEY CONTROL
 DH2740  ___________________________________________________________________
 DH2740* NAD 83(1992)-  33 47 29.19075(N)    086 41 08.61596(W)     ADJUSTED  
 DH2740* NAVD 88     -       157.7    (meters)     517.     (feet)  VERTCON   
 DH2740  ___________________________________________________________________
 DH2740  X           -     306,769.733 (meters)                     COMP
 DH2740  Y           -  -5,297,391.233 (meters)                     COMP
 DH2740  Z           -   3,527,316.123 (meters)                     COMP
 DH2740  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 DH2740  ELLIP HEIGHT-         128.55  (meters)          (07/29/02) GPS OBS
 DH2740  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2740
 DH2740  HORZ ORDER  -  FIRST
 DH2740  ELLP ORDER  -  FOURTH    CLASS I
 DH2740
 DH2740.The horizontal coordinates were established by GPS observations
 DH2740.and adjusted by the National Geodetic Survey in December 1992..
 DH2740
 DH2740.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2740
 DH2740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2740
 DH2740.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2740
 DH2740.The ellipsoidal height was determined by GPS observations
 DH2740.and is referenced to NAD 83.
 DH2740
 DH2740.The geoid height was determined by GEOID03.
 DH2740
 DH2740;                    North         East     Units Scale Factor Converg.
 DH2740;SPC AL W     -   420,684.666   675,405.765   MT  1.00000340   +0 27 10.4
 DH2740;UTM  16      - 3,739,076.236   529,093.254   MT  0.99961043   +0 10 29.2
 DH2740
 DH2740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2740!SPC AL W     -   0.99997982  x   1.00000340  =   0.99998322
 DH2740!UTM  16      -   0.99997982  x   0.99961043  =   0.99959026
 DH2740
 DH2740|---------------------------------------------------------------------|
 DH2740| PID    Reference Object                     Distance      Geod. Az  |
 DH2740|                                                           dddmmss.s |
 DH2740| DH2739 37 22                               262.740 METERS 22144     |
 DH2740|---------------------------------------------------------------------|
 DH2740
 DH2740                          SUPERSEDED SURVEY CONTROL
 DH2740
 DH2740  ELLIP H (12/04/92)  128.60   (m)                       GP(       ) 4 1
 DH2740  NAD 83(1986)-  33 47 29.19880(N)    086 41 08.61559(W) AD(       ) 1
 DH2740  NGVD 29 (12/04/92)  157.6    (m)          517.     (f) GPS OBS        
 DH2740
 DH2740.Superseded values are not recommended for survey control.
 DH2740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2740.See file dsdata.txt to determine how the superseded data were derived.
 DH2740
 DH2740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2909339076(NAD 83)
 DH2740_MARKER: DD = SURVEY DISK
 DH2740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2740_SP_SET: CONCRETE POST
 DH2740_STAMPING: 37 - 23 1989
 DH2740_MARK LOGO: ALHD  
 DH2740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2740+STABILITY: SURFACE MOTION
 DH2740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2740+SATELLITE: SATELLITE OBSERVATIONS - March 15, 1990
 DH2740
 DH2740  HISTORY     - Date     Condition        Report By
 DH2740  HISTORY     - 1989     MONUMENTED       ALHD
 DH2740  HISTORY     - 19900315 GOOD
 DH2740
 DH2740                          STATION DESCRIPTION
 DH2740
 DH2740'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2740'THE STATION IS LOCATED IN JEFFERSON COUNTY IN THE NORTHWEST CORNER OF
 DH2740'THE MASSEYLINE CHURCH OF GOD CEMETARY, ABOUT 11.59 KM (7.20 MI) EAST
 DH2740'- SOUTHEAST OF WARRIOR AND ABOUT 11.75 KM (7.30 MI) NORTH OF PINSON.
 DH2740'TO REACH THE STATION FROM THE JUNCTION OF ALA 79, ALA 151, AND NARROWS
 DH2740'ROAD IN PINSON, MILE POST 14.15 ON ALA 79, DRIVE NORTH ON ALA 79
 DH2740'10.62 KM (6.60 MI) TO MILE POST 20.75 AND BETHEL ROAD, JEFFERSON
 DH2740'COUNTY ROAD NO. 136, LEFT AND RIGHT, TURN RIGHT ON BETHEL ROAD AND
 DH2740'DRIVE NORTHEAST 0.15 MILE TO THE MASSEYLINE CHURCH OF GOD CEMETARY ON
 DH2740'THE RIGHT AND THE STATION IN THE NORTHWEST CORNER OF THE CEMETARY.
 DH2740'THE STATION IS 8.23 M (27.00 FT) WEST - NORTHWEST OF A HOLT FAMILY
 DH2740'TOMBSTONE, 7.83 M (25.69 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DH2740'OLD CHURCH BUILDING, 7.32 M (24.02 FT) EAST OF THE CENTER OF THE
 DH2740'PAVED ROAD ALONG THE WEST SIDE OF THE CEMETARY, 4.08 M (13.39 FT)
 DH2740'NORTH OF CURTIS GOODMAN TOMBSTONE, 2.53 M (8.30 FT) EAST OF THE
 DH2740'JUNCTION OF TWO CONCRETE BLOCK RETAINING WALLS, 0.73 M (2.40 FT)
 DH2740'SOUTH - SOUTHEAST OF A CONCRETE BLOCK RETAINING WALL, AND SET FLUSH
 DH2740'WITH THE GROUND.
 DH2740'STATION 37 - 22 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2740'BEFORE USING THIS STATION, PLEASE NOTIFY
 DH2740'PASTOR W. M. (0.0 FT) DOLLARS
 DH2740'8728 COTTON ROAD
 DH2740'PINSON, ALABAMA 35126
 DH2740'PHONE 205 - 681 - 2022.
 DH2740
 DH2740                          STATION RECOVERY (1990)
 DH2740
 DH2740'RECOVERED 1990
 DH2740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2741 ***********************************************************************
 DH2741  DESIGNATION -  37 24
 DH2741  PID         -  DH2741
 DH2741  STATE/COUNTY-  AL/JEFFERSON
 DH2741  USGS QUAD   -  BESSEMER (1988)
 DH2741
 DH2741                         *CURRENT SURVEY CONTROL
 DH2741  ___________________________________________________________________
 DH2741* NAD 83(1992)-  33 23 34.08375(N)    086 57 06.27493(W)     ADJUSTED  
 DH2741* NAVD 88     -       155.1    (meters)     509.     (feet)  VERTCON   
 DH2741  ___________________________________________________________________
 DH2741  X           -     283,472.257 (meters)                     COMP
 DH2741  Y           -  -5,323,185.452 (meters)                     COMP
 DH2741  Z           -   3,490,482.875 (meters)                     COMP
 DH2741  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DH2741  ELLIP HEIGHT-         126.04  (meters)          (07/29/02) GPS OBS
 DH2741  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH2741
 DH2741  HORZ ORDER  -  FIRST
 DH2741  ELLP ORDER  -  FOURTH    CLASS I
 DH2741
 DH2741.The horizontal coordinates were established by GPS observations
 DH2741.and adjusted by the National Geodetic Survey in December 1992..
 DH2741
 DH2741.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2741
 DH2741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2741
 DH2741.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2741
 DH2741.The ellipsoidal height was determined by GPS observations
 DH2741.and is referenced to NAD 83.
 DH2741
 DH2741.The geoid height was determined by GEOID03.
 DH2741
 DH2741;                    North         East     Units Scale Factor Converg.
 DH2741;SPC AL W     -   376,308.638   651,005.046   MT  0.99996540   +0 18 06.3
 DH2741;UTM  16      - 3,694,835.320   504,487.883   MT  0.99960025   +0 01 35.6
 DH2741
 DH2741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2741!SPC AL W     -   0.99998021  x   0.99996540  =   0.99994561
 DH2741!UTM  16      -   0.99998021  x   0.99960025  =   0.99958047
 DH2741
 DH2741|---------------------------------------------------------------------|
 DH2741| PID    Reference Object                     Distance      Geod. Az  |
 DH2741|                                                           dddmmss.s |
 DH2741| DH2742 37 25                               312.554 METERS 30157     |
 DH2741|---------------------------------------------------------------------|
 DH2741
 DH2741                          SUPERSEDED SURVEY CONTROL
 DH2741
 DH2741  ELLIP H (12/04/92)  126.12   (m)                       GP(       ) 4 1
 DH2741  NAD 83(1986)-  33 23 34.08976(N)    086 57 06.27859(W) AD(       ) 1
 DH2741  NGVD 29 (12/04/92)  155.1    (m)          509.     (f) GPS OBS        
 DH2741
 DH2741.Superseded values are not recommended for survey control.
 DH2741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2741.See file dsdata.txt to determine how the superseded data were derived.
 DH2741
 DH2741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0448894835(NAD 83)
 DH2741_MARKER: DD = SURVEY DISK
 DH2741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2741_SP_SET: CONCRETE POST
 DH2741_STAMPING: 37 - 24 1990
 DH2741_MARK LOGO: ALHD  
 DH2741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2741+STABILITY: SURFACE MOTION
 DH2741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2741+SATELLITE: SATELLITE OBSERVATIONS - March 02, 2005
 DH2741
 DH2741  HISTORY     - Date     Condition        Report By
 DH2741  HISTORY     - 1990     MONUMENTED       ALHD
 DH2741  HISTORY     - 20050302 GOOD             ALPCO
 DH2741
 DH2741                          STATION DESCRIPTION
 DH2741
 DH2741'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2741'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTHWEST RIGHT OF
 DH2741'WAY OF CLARENDON AVENUE IN THE CITY OF BESSEMER.
 DH2741'TO REACH THE STATION FROM THE JUNCTION OF U. S. 11 AND ALA 150, IN
 DH2741'BESSEMER, DRIVE SOUTHEAST ON ALA 150 0.59 KM (0.37 MI) TO THE
 DH2741'JUNCTION OF CLARENDON AVENUE, LEFT AND RIGHT, TURN RIGHT ON CLARENDON
 DH2741'AVENUE AND DRIVE SOUTHWEST 0.08 KM (0.05 MI) TO THE STATION ON THE
 DH2741'RIGHT.
 DH2741'THE STATION IS 0.46 M (1.51 FT) NORTHWEST OF THE NORTHWEST EDGE OF THE
 DH2741'CONCRETE SIDEWALK, 5.03 M (16.50 FT) EASE - SOUTHEAST OF THE
 DH2741'SOUTHWEST END OF OVERHEAD EXERCISE BARS, 10.12 M (33.20 FT) NORTH -
 DH2741'NORTHEAST OF A LIGHT POLE, 12.19 M (39.99 FT) NORTHWEST OF THE
 DH2741'CENTERLINE OF CLARENDON AVENUE, 18.44 M (60.50 FT) SOUTH - SOUTHWEST
 DH2741'OF A TELEPHONE CABLE POLE, NEAR THE SOUTHEAST CORNER OF A JUNIOR HIGH
 DH2741'SCHOOL GROUNDS, 0.64 M (2.10 FT) EAST - SOUTHEAST OF A CARSONITE
 DH2741'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2741'STATION 37 - 25 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2741
 DH2741                          STATION RECOVERY (2005)
 DH2741
 DH2741'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (DS)
 DH2741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2742 ***********************************************************************
 DH2742  DESIGNATION -  37 25
 DH2742  PID         -  DH2742
 DH2742  STATE/COUNTY-  AL/JEFFERSON
 DH2742  USGS QUAD   -  BESSEMER (1988)
 DH2742
 DH2742                         *CURRENT SURVEY CONTROL
 DH2742  ___________________________________________________________________
 DH2742* NAD 83(1992)-  33 23 39.45155(N)    086 57 16.53749(W)     ADJUSTED  
 DH2742* NAVD 88     -       153.52   (meters)     503.7    (feet)  N HEIGHT  
 DH2742  ___________________________________________________________________
 DH2742  X           -     283,202.498 (meters)                     COMP
 DH2742  Y           -  -5,323,107.306 (meters)                     COMP
 DH2742  Z           -   3,490,620.059 (meters)                     COMP
 DH2742  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DH2742  ELLIP HEIGHT-         124.42  (meters)          (07/29/02) GPS OBS
 DH2742  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH2742  DYNAMIC HT  -         153.35  (meters)     503.1   (feet)  COMP
 DH2742  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 DH2742
 DH2742  HORZ ORDER  -  FIRST
 DH2742  VERT ORDER  -  THIRD
 DH2742  ELLP ORDER  -  FOURTH    CLASS I
 DH2742
 DH2742.The horizontal coordinates were established by GPS observations
 DH2742.and adjusted by the National Geodetic Survey in December 1992..
 DH2742
 DH2742.The orthometric height was determined by differential leveling
 DH2742.and adjusted by the National Geodetic Survey in September 1998..
 DH2742.The height was determined by precise leveling from only one NSRS
 DH2742.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DH2742.allowed ONLY to validate the GPS-derived height.
 DH2742
 DH2742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2742
 DH2742.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2742
 DH2742.The ellipsoidal height was determined by GPS observations
 DH2742.and is referenced to NAD 83.
 DH2742
 DH2742.The geoid height was determined by GEOID03.
 DH2742
 DH2742.The dynamic height is computed by dividing the NAVD 88
 DH2742.geopotential number by the normal gravity value computed on the
 DH2742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2742.degrees latitude (g = 980.6199 gals.).
 DH2742
 DH2742.The modeled gravity was interpolated from observed gravity values.
 DH2742
 DH2742;                    North         East     Units Scale Factor Converg.
 DH2742;SPC AL W     -   376,472.612   650,738.971   MT  0.99996506   +0 18 00.7
 DH2742;UTM  16      - 3,695,000.510   504,222.696   MT  0.99960022   +0 01 30.0
 DH2742
 DH2742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2742!SPC AL W     -   0.99998047  x   0.99996506  =   0.99994553
 DH2742!UTM  16      -   0.99998047  x   0.99960022  =   0.99958069
 DH2742
 DH2742|---------------------------------------------------------------------|
 DH2742| PID    Reference Object                     Distance      Geod. Az  |
 DH2742|                                                           dddmmss.s |
 DH2742| DH2741 37 24                               312.554 METERS 12157     |
 DH2742|---------------------------------------------------------------------|
 DH2742
 DH2742                          SUPERSEDED SURVEY CONTROL
 DH2742
 DH2742  ELLIP H (12/04/92)  124.50   (m)                       GP(       ) 4 1
 DH2742  NAD 83(1986)-  33 23 39.45756(N)    086 57 16.54116(W) AD(       ) 1
 DH2742  NGVD 29 (??/??/??)  153.47   (m)          503.5    (f) N HEIGHT    3  
 DH2742
 DH2742.Superseded values are not recommended for survey control.
 DH2742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2742.See file dsdata.txt to determine how the superseded data were derived.
 DH2742
 DH2742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0422395001(NAD 83)
 DH2742_MARKER: DD = SURVEY DISK
 DH2742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2742_SP_SET: CONCRETE POST
 DH2742_STAMPING: 37-25 1990
 DH2742_MARK LOGO: ALHD  
 DH2742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2742+STABILITY: SURFACE MOTION
 DH2742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2742+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 DH2742
 DH2742  HISTORY     - Date     Condition        Report By
 DH2742  HISTORY     - 1990     MONUMENTED       ALHD
 DH2742  HISTORY     - 19950213 GOOD             ALHD
 DH2742  HISTORY     - 20021006 GOOD             JCLS
 DH2742  HISTORY     - 20021007 GOOD             JCLS
 DH2742  HISTORY     - 20040901 GOOD             JCLS
 DH2742  HISTORY     - 20060322 GOOD             JCLS
 DH2742
 DH2742                          STATION DESCRIPTION
 DH2742
 DH2742'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2742'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHEAST RIGHT OF
 DH2742'WAY OF HALL AVENUE IN THE CITY OF BESSEMER.
 DH2742'TO REACH THE STATION FROM THE JUNCTION OF U. S. 11 AND ALA 150, IN
 DH2742'BESSEMER, DRIVE SOUTHEAST ON ALA 150 1.21 KM (0.75 MI) TO HALL AVENUE
 DH2742'LEFT AND RIGHT, TURN RIGHT ON HALL AVENUE AND DRIVE SOUTHWEST 0.08 KM
 DH2742'(0.05 MI) TO THE STATION ON THE LEFT.
 DH2742'THE STATION IS 8.38 M (27.49 FT) SOUTH - SOUTHWEST OF A LIGHT POLE,
 DH2742'8.41 M (27.59 FT) SOUTHEAST OF THE CENTERLINE OF HALL AVENUE, 10.36 M
 DH2742'(33.99 FT) SOUTHWEST OF THE CENTER OF A PAVED WALKWAY, 11.58 M
 DH2742'(37.99 FT) SOUTHWEST OF A BRICK COLUMN ACROSS THE PAVED WALKWAY,
 DH2742'12.41 M (40.72 FT) NORTH - NORTHWEST OF THE NORTHEAST CORNER OF A
 DH2742'CHAIN LINK FENCE AROUND A TENNIS COURT, 0.64 M (2.10 FT) WEST -
 DH2742'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2742'STATION 37 - 24 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2742
 DH2742                          STATION RECOVERY (1995)
 DH2742
 DH2742'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLD)
 DH2742'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHEAST RIGHT OF
 DH2742'WAY OF HALL AVENUE IN THE CITY OF BESSEMER. TO REACH THE STATION FROM
 DH2742'THE JUNCTION OF U.S. 11 AND ALA 150, IN BESSEMER, DRIVE SOUTHEAST ON
 DH2742'ALA 150 FOR 1.21 KM (0.75 MI) TO HALL AVENUE LEFT AND RIGHT, TURN
 DH2742'RIGHT ON HALL AVENUE AND DRIVE SOUTHWEST FOR 0.08 KM (0.05 MI) TO THE
 DH2742'STATION ON THE LEFT. THE STATION IS 8.38 M (27.49 FT) SOUTH-SOUTHWEST
 DH2742'OF A LIGHT POLE, 8.41 M (27.59 FT) SOUTHEAST OF THE CENTERLINE OF HALL
 DH2742'AVENUE, 10.36 M (33.99 FT) SOUTHWEST OF THE CENTER OF A PAVED WALKWAY,
 DH2742'11.58 M (37.99 FT) SOUTHWEST OF A BRICK COLUMN ACROSS THE PAVED
 DH2742'WALKWAY, 12.41 M (40.72 FT) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF
 DH2742'A CHAIN LINK FENCE AROUND A TENNIS COURT, 0.64 M (2.10 FT)
 DH2742'WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2742'GROUND. STATION 37-24 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2742
 DH2742                          STATION RECOVERY (2002)
 DH2742
 DH2742'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DH2742'RECOVERED IN GOOD CONDITION.
 DH2742
 DH2742                          STATION RECOVERY (2002)
 DH2742
 DH2742'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 DH2742'RECOVERED IN GOOD CONDITION.
 DH2742
 DH2742                          STATION RECOVERY (2004)
 DH2742
 DH2742'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DH2742'RECOVERED IN GOOD CONDITION.
 DH2742
 DH2742                          STATION RECOVERY (2006)
 DH2742
 DH2742'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 DH2742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2779 ***********************************************************************
 DH2779  DESIGNATION -  37 26
 DH2779  PID         -  DH2779
 DH2779  STATE/COUNTY-  AL/JEFFERSON
 DH2779  USGS QUAD   -  CAHABA HEIGHTS (1988)
 DH2779
 DH2779                         *CURRENT SURVEY CONTROL
 DH2779  ___________________________________________________________________
 DH2779* NAD 83(1992)-  33 28 09.88065(N)    086 38 07.64073(W)     ADJUSTED  
 DH2779* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 DH2779  ___________________________________________________________________
 DH2779  X           -     312,579.475 (meters)                     COMP
 DH2779  Y           -  -5,316,884.788 (meters)                     COMP
 DH2779  Z           -   3,497,586.492 (meters)                     COMP
 DH2779  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DH2779  ELLIP HEIGHT-         148.36  (meters)          (07/29/02) GPS OBS
 DH2779  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH2779
 DH2779  HORZ ORDER  -  FIRST
 DH2779  ELLP ORDER  -  FOURTH    CLASS I
 DH2779
 DH2779.The horizontal coordinates were established by GPS observations
 DH2779.and adjusted by the National Geodetic Survey in December 1992..
 DH2779
 DH2779.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2779
 DH2779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2779
 DH2779.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2779
 DH2779.The ellipsoidal height was determined by GPS observations
 DH2779.and is referenced to NAD 83.
 DH2779
 DH2779.The geoid height was determined by GEOID03.
 DH2779
 DH2779;                    North         East     Units Scale Factor Converg.
 DH2779;SPC AL W     -   385,005.142   680,359.741   MT  1.00001292   +0 28 36.5
 DH2779;UTM  16      - 3,703,387.317   533,872.823   MT  0.99961415   +0 12 03.8
 DH2779
 DH2779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2779!SPC AL W     -   0.99997671  x   1.00001292  =   0.99998963
 DH2779!UTM  16      -   0.99997671  x   0.99961415  =   0.99959087
 DH2779
 DH2779                          SUPERSEDED SURVEY CONTROL
 DH2779
 DH2779  ELLIP H (12/04/92)  148.43   (m)                       GP(       ) 4 1
 DH2779  NAD 83(1986)-  33 28 09.89079(N)    086 38 07.64190(W) AD(       ) 1
 DH2779  NGVD 29 (12/04/92)  177.5    (m)          582.     (f) GPS OBS        
 DH2779
 DH2779.Superseded values are not recommended for survey control.
 DH2779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2779.See file dsdata.txt to determine how the superseded data were derived.
 DH2779
 DH2779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3387303387(NAD 83)
 DH2779_MARKER: DD = SURVEY DISK
 DH2779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2779_SP_SET: CONCRETE POST
 DH2779_STAMPING: 37 - 26 1990
 DH2779_MARK LOGO: ALHD  
 DH2779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2779+STABILITY: SURFACE MOTION
 DH2779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2779+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1990
 DH2779
 DH2779  HISTORY     - Date     Condition        Report By
 DH2779  HISTORY     - 1990     MONUMENTED       ALHD
 DH2779  HISTORY     - 19900307 GOOD             ALHD
 DH2779
 DH2779                          STATION DESCRIPTION
 DH2779
 DH2779'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2779'THE STATIOIN IS LOCATED IN JEFFERSON COUNTY ON THE NOPRTHWEST RIGHT OF
 DH2779'WAY OF ALA 119, ABOUT 10.40 MI (16.74 KM) EAST-SOUTHEAST OF
 DH2779'BIRMINGHAM, AND ABOUT 7.50 MI (12.07 KM) SOUTHWEST OF LEEDS.
 DH2779'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 119, MILE
 DH2779'POST 10.55 ON U.S. 280, DRIVE NORTHEAST ON ALA 119 4.10 MI (6.60 KM)
 DH2779'TO MILE POST 32.20 AND THE STATION ON THE LEFT.
 DH2779'THE STATION IS 33.6 FT (10.2 M) NORTHWEST OF THE CENTERLINE OF ALA
 DH2779'119, 50.0 FT (15.2 M) SOUTHWEST OF A WATER METER, 77.1 FT (23.5 M)
 DH2779'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF AN UNPAINTED FRAME HOUSE,
 DH2779'AND 96.3 FT (29.4 M) EAST OF A BWWB CONCRETE WATER LINE MARKER.
 DH2779'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DH2779'MRS. MARY L. COLVIN
 DH2779'ROUTE 1, BOX 596
 DH2779'LEEDS ALABAMA 35094
 DH2779'PHONE 250-699-7755
 DH2779'STATION 37-27 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2779
 DH2779                          STATION RECOVERY (1990)
 DH2779
 DH2779'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2780 ***********************************************************************
 DH2780  DESIGNATION -  37 27
 DH2780  PID         -  DH2780
 DH2780  STATE/COUNTY-  AL/JEFFERSON
 DH2780  USGS QUAD   -  CAHABA HEIGHTS (1988)
 DH2780
 DH2780                         *CURRENT SURVEY CONTROL
 DH2780  ___________________________________________________________________
 DH2780* NAD 83(1992)-  33 28 22.03908(N)    086 37 48.81143(W)     ADJUSTED  
 DH2780* NAVD 88     -       181.92   (meters)     596.8    (feet)  N HEIGHT  
 DH2780  ___________________________________________________________________
 DH2780  X           -     313,052.908 (meters)                     COMP
 DH2780  Y           -  -5,316,653.638 (meters)                     COMP
 DH2780  Z           -   3,497,901.385 (meters)                     COMP
 DH2780  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DH2780  ELLIP HEIGHT-         152.74  (meters)          (07/29/02) GPS OBS
 DH2780  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH2780  DYNAMIC HT  -         181.72  (meters)     596.2   (feet)  COMP
 DH2780  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 DH2780
 DH2780  HORZ ORDER  -  FIRST
 DH2780  VERT ORDER  -  THIRD
 DH2780  ELLP ORDER  -  FOURTH    CLASS I
 DH2780
 DH2780.The horizontal coordinates were established by GPS observations
 DH2780.and adjusted by the National Geodetic Survey in December 1992..
 DH2780
 DH2780.The orthometric height was determined by differential leveling
 DH2780.and adjusted by the National Geodetic Survey in September 1998..
 DH2780.The height was determined by precise leveling from only one NSRS
 DH2780.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DH2780.allowed ONLY to validate the GPS-derived height.
 DH2780
 DH2780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2780
 DH2780.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2780
 DH2780.The ellipsoidal height was determined by GPS observations
 DH2780.and is referenced to NAD 83.
 DH2780
 DH2780.The geoid height was determined by GEOID03.
 DH2780
 DH2780.The dynamic height is computed by dividing the NAVD 88
 DH2780.geopotential number by the normal gravity value computed on the
 DH2780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2780.degrees latitude (g = 980.6199 gals.).
 DH2780
 DH2780.The modeled gravity was interpolated from observed gravity values.
 DH2780
 DH2780;                    North         East     Units Scale Factor Converg.
 DH2780;SPC AL W     -   385,383.783   680,842.783   MT  1.00001388   +0 28 47.1
 DH2780;SPC AL E     -   329,913.594   125,929.622   MT  1.00002761   -0 26 22.3
 DH2780;UTM  16      - 3,703,763.478   534,357.489   MT  0.99961455   +0 12 14.2
 DH2780
 DH2780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2780!SPC AL W     -   0.99997602  x   1.00001388  =   0.99998990
 DH2780!SPC AL E     -   0.99997602  x   1.00002761  =   1.00000363
 DH2780!UTM  16      -   0.99997602  x   0.99961455  =   0.99959058
 DH2780
 DH2780                          SUPERSEDED SURVEY CONTROL
 DH2780
 DH2780  ELLIP H (12/04/92)  152.81   (m)                       GP(       ) 4 1
 DH2780  NAD 83(1986)-  33 28 22.04922(N)    086 37 48.81261(W) AD(       ) 1
 DH2780  NGVD 29 (??/??/??)  181.87   (m)          596.7    (f) N HEIGHT    3  
 DH2780
 DH2780.Superseded values are not recommended for survey control.
 DH2780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2780.See file dsdata.txt to determine how the superseded data were derived.
 DH2780
 DH2780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3435703763(NAD 83)
 DH2780_MARKER: DD = SURVEY DISK
 DH2780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2780_SP_SET: CONCRETE POST
 DH2780_STAMPING: 37-27 1990
 DH2780_MARK LOGO: ALHD  
 DH2780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2780+STABILITY: SURFACE MOTION
 DH2780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2780+SATELLITE: SATELLITE OBSERVATIONS - September 25, 2004
 DH2780
 DH2780  HISTORY     - Date     Condition        Report By
 DH2780  HISTORY     - 1990     MONUMENTED       ALHD
 DH2780  HISTORY     - 19900307 GOOD             ALHD
 DH2780  HISTORY     - 19950213 GOOD             ALHD
 DH2780  HISTORY     - 20040925 GOOD             LOCSUR
 DH2780
 DH2780                          STATION DESCRIPTION
 DH2780
 DH2780'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2780'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHEAST RIGHT OF
 DH2780'WAY OF ALA 119, ABOUT 10.70 MI (17.22 KM) EAST-SOUTHEAST OF
 DH2780'BIRMINGHAM, AND ABOUT 7.00 MI (11.27 KM) SOUTHEAST OF LEEDS.
 DH2780'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 119, MILE
 DH2780'POST 10.55 ON U.S. 280, DRIVE NORTHEAST ON ALA 119 4.50 MI (7.24 KM)
 DH2780'TO MILE POST 32.60 AND THE STATION ON THE RIGHT.
 DH2780'THE STATION IS 23.8 FT (7.3 M) SOUTHEAST OF THE CENTERLINE OF ALA 119,
 DH2780'28.4 FT (8.7 M) NORTHEAST OF A WATER METER, 36.0 FT (11.0 M)
 DH2780'EAST-NORTHEAST OF THE NORTHEAST END OF A 15-INCH CONCRETE PIPE UNDER A
 DH2780'DRIVEWAY, 39.1 FT (11.9 M) NORTH-NORTHWEST OF JUNCTION POWER POLE NO.
 DH2780'V-3821 100 7001 153, 46.5 FT (14.2 M) NORTHEAST OF THE CENTER OF A
 DH2780'GRAVEL DRIVEWAY, 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS
 DH2780'POST, AND SET FLUSH WITH THE GROUND.
 DH2780'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DH2780'MRS. ELSA SHEETS
 DH2780'3575 CAHABA VALLEY ROAD
 DH2780'BIRMINGHAM, ALABAMA 35242
 DH2780'PHONE 205-699-7827
 DH2780'STATION 37-26 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2780
 DH2780                          STATION RECOVERY (1990)
 DH2780
 DH2780'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2780'RECOVERED IN GOOD CONDITION.
 DH2780
 DH2780                          STATION RECOVERY (1995)
 DH2780
 DH2780'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLD)
 DH2780'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHEAST RIGHT OF
 DH2780'WAY OF ALA 119, ABOUT 10.70 MI (17.22 KM) EAST-SOUTHEAST OF
 DH2780'BIRMINGHAM, AND ABOUT 7.00 MI (11.27 KM) SOUTHEAST OF LEEDS. TO REACH
 DH2780'THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 119, MILE POST 10.55
 DH2780'ON U.S. 280, DRIVE NORTHEAST ON ALA 119 FOR 4.50 MI (7.24 KM) TO MILE
 DH2780'POST 32.60 AND THE STATIOPN ON THE RIGHT. THE STATION IS 23.8 FT (7.3
 DH2780'M) SOUTHEAST OF THE CENTERLINE OF ALA 119, 28.4 FT (8.7 M) NORTHEAST
 DH2780'OF A WATER METER, 36.0 FT (11.0 M) EAST-NORTHEAST OF THE NORTHEAST END
 DH2780'OF A 15-INCH CONCRETE PIPE UNDER A DRIVEWAY, 39.1 FT (11.9 M)
 DH2780'NORTH-NORTHWEST OF JUNCTION POWER POLE NO. V-3821 100 7001 153, 46.5
 DH2780'FT (14.2 M) NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.2 FT (0.7
 DH2780'M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2780'GROUND. BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY -- MRS. ELSA
 DH2780'SHEETS, 3575 CAHABA VALLEY ROAD BIRMINGHAM, ALABAMA 35242 PHONE
 DH2780'205-699-7827 STATION 37-26 1990 MAY BE USED AS AN AZIMUTH FOR THIS
 DH2780'STATION.
 DH2780
 DH2780                          STATION RECOVERY (2004)
 DH2780
 DH2780'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (LJA)
 DH2780'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1983 ***********************************************************************
 AA1983  DESIGNATION -  37 28
 AA1983  PID         -  AA1983
 AA1983  STATE/COUNTY-  AL/JEFFERSON
 AA1983  USGS QUAD   -  MC CALLA (1980)
 AA1983
 AA1983                         *CURRENT SURVEY CONTROL
 AA1983  ___________________________________________________________________
 AA1983* NAD 83(1992)-  33 17 34.98754(N)    087 03 47.59837(W)     ADJUSTED  
 AA1983* NAVD 88     -       155.9    (meters)     511.     (feet)  VERTCON   
 AA1983  ___________________________________________________________________
 AA1983  X           -     273,426.149 (meters)                     COMP
 AA1983  Y           -  -5,329,800.612 (meters)                     COMP
 AA1983  Z           -   3,481,240.975 (meters)                     COMP
 AA1983  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AA1983  ELLIP HEIGHT-         126.85  (meters)          (07/29/02) GPS OBS
 AA1983  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA1983
 AA1983  HORZ ORDER  -  FIRST
 AA1983  ELLP ORDER  -  FOURTH    CLASS I
 AA1983
 AA1983.The horizontal coordinates were established by GPS observations
 AA1983.and adjusted by the National Geodetic Survey in September 1994..
 AA1983
 AA1983.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1983.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1983
 AA1983.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1983
 AA1983.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1983
 AA1983.The ellipsoidal height was determined by GPS observations
 AA1983.and is referenced to NAD 83.
 AA1983
 AA1983.The geoid height was determined by GEOID03.
 AA1983
 AA1983;                    North         East     Units Scale Factor Converg.
 AA1983;SPC AL W     -   365,196.967   640,680.301   MT  0.99995373   +0 14 23.1
 AA1983;UTM  16      - 3,683,777.275   494,113.687   MT  0.99960043   -0 02 04.9
 AA1983
 AA1983!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1983!SPC AL W     -   0.99998009  x   0.99995373  =   0.99993382
 AA1983!UTM  16      -   0.99998009  x   0.99960043  =   0.99958052
 AA1983
 AA1983                          SUPERSEDED SURVEY CONTROL
 AA1983
 AA1983  ELLIP H (09/29/94)  126.93   (m)                       GP(       ) 3 2
 AA1983  NGVD 29 (09/29/94)  155.9    (m)          511.     (f) GPS OBS        
 AA1983
 AA1983.Superseded values are not recommended for survey control.
 AA1983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1983.See file dsdata.txt to determine how the superseded data were derived.
 AA1983
 AA1983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9411483777(NAD 83)
 AA1983_MARKER: DD = SURVEY DISK
 AA1983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1983_SP_SET: CONCRETE POST
 AA1983_STAMPING: 37-28 1993
 AA1983_MARK LOGO: ALHD  
 AA1983_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1983+STABILITY: SURFACE MOTION
 AA1983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1983+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1983
 AA1983  HISTORY     - Date     Condition        Report By
 AA1983  HISTORY     - 1993     MONUMENTED       ALHD
 AA1983
 AA1983                          STATION DESCRIPTION
 AA1983
 AA1983'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1983'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHEAST RIGHT OF
 AA1983'WAY OF JEFFERSON COUNTY ROAD NO. 20, ABOUT 9.70 MI (15.61 KM)
 AA1983'SOUTHWEST OF BESSEMER AND ABOUT 16.40 MI (26.39 KM) WEST-SOUTHWEST OF
 AA1983'HOOVER. TO REACH THE STATION FROM EXIT 104 ON I-20 AND I-59, DRIVE
 AA1983'SOUTHEAST ON A PAVED COUNTY ROAD FOR 0.75 MI (1.21 KM) TO OLD
 AA1983'TUSCALOOSA HWY (JEFFERSON COUNTY ROAD NO. 20) LEFT AND RIGHT, TURN
 AA1983'RIGHT ON OLD TUSCALOOSA HWY AND DRIVE SOUTHWEST FOR 2.25 MI (3.62 KM)
 AA1983'TO THE STATION ON THE LEFT. THE STATION IS 2.9 FT (0.9 M) NORTHWEST OF
 AA1983'A SIX STRAND BARBED WIRE FENCE ON RED TOP, GREY STEEL POSTS, 21.7 FT
 AA1983'(6.6 M) NORTHEAST OF A FOUR BY FOUR INCH WOOD POST IN THE FENCE LINE,
 AA1983'33.7 FT (10.3 M) SOUTHEAST OF THE CENTERLINE OF OLD TUSCALOOSA HWY,
 AA1983'51.1 FT (15.6 M) SOUTHWEST OF THE SOUTHWEST ONE OF TWO FOUR BY FOUR
 AA1983'INCH CONNECTED WOOD POSTS IN THE FENCE LINE, 89.9 FT (27.4 M)
 AA1983'SOUTHWEST OF A POWER POLE, 3.1 FT (0.9 M) NORTHWEST OF A CARSONITE
 AA1983'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-29 1993 MAY BE
 AA1983'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1984 ***********************************************************************
 AA1984  DESIGNATION -  37 29
 AA1984  PID         -  AA1984
 AA1984  STATE/COUNTY-  AL/JEFFERSON
 AA1984  USGS QUAD   -  MC CALLA (1980)
 AA1984
 AA1984                         *CURRENT SURVEY CONTROL
 AA1984  ___________________________________________________________________
 AA1984* NAD 83(1992)-  33 17 49.14575(N)    087 03 28.64008(W)     ADJUSTED  
 AA1984* NAVD 88     -       167.1    (meters)     548.     (feet)  VERTCON   
 AA1984  ___________________________________________________________________
 AA1984  X           -     273,904.210 (meters)                     COMP
 AA1984  Y           -  -5,329,545.613 (meters)                     COMP
 AA1984  Z           -   3,481,611.684 (meters)                     COMP
 AA1984  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AA1984  ELLIP HEIGHT-         137.98  (meters)          (07/29/02) GPS OBS
 AA1984  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA1984
 AA1984  HORZ ORDER  -  FIRST
 AA1984  ELLP ORDER  -  FOURTH    CLASS I
 AA1984
 AA1984.The horizontal coordinates were established by GPS observations
 AA1984.and adjusted by the National Geodetic Survey in September 1994..
 AA1984
 AA1984.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1984
 AA1984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1984
 AA1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1984
 AA1984.The ellipsoidal height was determined by GPS observations
 AA1984.and is referenced to NAD 83.
 AA1984
 AA1984.The geoid height was determined by GEOID03.
 AA1984
 AA1984;                    North         East     Units Scale Factor Converg.
 AA1984;SPC AL W     -   365,635.197   641,168.936   MT  0.99995422   +0 14 33.6
 AA1984;UTM  16      - 3,684,213.005   494,604.242   MT  0.99960036   -0 01 54.5
 AA1984
 AA1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1984!SPC AL W     -   0.99997834  x   0.99995422  =   0.99993256
 AA1984!UTM  16      -   0.99997834  x   0.99960036  =   0.99957871
 AA1984
 AA1984                          SUPERSEDED SURVEY CONTROL
 AA1984
 AA1984  ELLIP H (09/29/94)  138.05   (m)                       GP(       ) 3 2
 AA1984  NGVD 29 (09/29/94)  167.0    (m)          548.     (f) GPS OBS        
 AA1984
 AA1984.Superseded values are not recommended for survey control.
 AA1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1984.See file dsdata.txt to determine how the superseded data were derived.
 AA1984
 AA1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9460484213(NAD 83)
 AA1984_MARKER: DD = SURVEY DISK
 AA1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1984_SP_SET: CONCRETE POST
 AA1984_STAMPING: 37-29 1993
 AA1984_MARK LOGO: ALHD  
 AA1984_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1984+STABILITY: SURFACE MOTION
 AA1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1984+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1984
 AA1984  HISTORY     - Date     Condition        Report By
 AA1984  HISTORY     - 1993     MONUMENTED       ALHD
 AA1984  HISTORY     - 20030228 POOR             GEOCAC
 AA1984
 AA1984                          STATION DESCRIPTION
 AA1984
 AA1984'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1984'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHEAST RIGHT OF
 AA1984'WAY OF JEFFERSON COUNTY ROAD NO. 20, ABOUT 9.30 MI (14.97 KM)
 AA1984'SOUTHWEST OF BESSEMER AND ABOUT 16.00 MI (25.75 KM) WEST-SOUTHWEST OF
 AA1984'HOOVER. TO REACH THE STATION FROM EXIT 104 ON I-20 AND I-59, DRIVE
 AA1984'SOUTHEAST ON A PAVED COUNTY ROAD FOR 0.75 MI (1.21 KM) TO OLD
 AA1984'TUSCALOOSA HWY (JEFFERSON COUNTY ROAD NO. 20) LEFT AND RIGHT, TURN
 AA1984'RIGHT ON OLD TUSCALOOSA HWY AND DRIVE SOUTHWEST FOR 1.85 MI (2.98 KM)
 AA1984'TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF
 AA1984'A SIX STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 6.6 FT
 AA1984'(2.0 M) NORTH-NORTHEAST OF A TREATED WOOD POST IN THE FENCE LINE, 41.5
 AA1984'FT (12.6 M) SOUTHEAST OF THE CENTERLINE OF OLD TUSCALOOSA HWY, 73.7 FT
 AA1984'(22.5 M) NORTHEAST OF THE NORTHEAST ONE OF TWO CONNECTED WOOD POSTS IN
 AA1984'THE FENCE LINE, 74.7 FT (22.8 M) NORTHEAST OF A POWER POLE WITH
 AA1984'CIRCUIT BREAKERS, 3.1 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS
 AA1984'POST, AND SET FLUSH WITH THE GROUND. STATION 37-28 1993 MAY BE USED AS
 AA1984'AN AZIMUTH FOR THIS STATION.
 AA1984
 AA1984                          STATION RECOVERY (2003)
 AA1984
 AA1984'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 AA1984'THE MARK DESCRIPTION IS ACCURATE, HOWEVER THE MARK AND THE CONCRETE IN
 AA1984'WHICH IT IS SET HAS BEEN TORN UP FROM THE GROUND AND THE ACTUAL DISK
 AA1984'IS NOW AT A 45 DEGREE ANGLE TO THE GROUND MAKING THE MARK WORTHLESS.
 AA1984'THE MARK NEEDS TO BE RESET. IT APPEARS THAT THE MARK MAY HAVE BEEN
 AA1984'DISRUPTED BY THE COUNTY TRACTORS AND BUSHOGS THAT ARE USED FOR CUTTING
 AA1984'GRASS ALONG THE ROADWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2743 ***********************************************************************
 DH2743  DESIGNATION -  37 3
 DH2743  PID         -  DH2743
 DH2743  STATE/COUNTY-  AL/JEFFERSON
 DH2743  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH2743
 DH2743                         *CURRENT SURVEY CONTROL
 DH2743  ___________________________________________________________________
 DH2743* NAD 83(1992)-  33 33 54.29395(N)    086 49 00.93065(W)     ADJUSTED  
 DH2743* NAVD 88     -       218.89   (meters)     718.1    (feet)  N HEIGHT  
 DH2743  ___________________________________________________________________
 DH2743  X           -     295,414.651 (meters)                     COMP
 DH2743  Y           -  -5,312,032.154 (meters)                     COMP
 DH2743  Z           -   3,506,456.331 (meters)                     COMP
 DH2743  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 DH2743  ELLIP HEIGHT-         189.79  (meters)          (07/29/02) GPS OBS
 DH2743  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2743  DYNAMIC HT  -         218.65  (meters)     717.4   (feet)  COMP
 DH2743  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 DH2743
 DH2743  HORZ ORDER  -  FIRST
 DH2743  VERT ORDER  -  THIRD
 DH2743  ELLP ORDER  -  FOURTH    CLASS I
 DH2743
 DH2743.The horizontal coordinates were established by GPS observations
 DH2743.and adjusted by the National Geodetic Survey in December 1992..
 DH2743
 DH2743.The orthometric height was determined by differential leveling
 DH2743.and adjusted by the National Geodetic Survey in September 1998..
 DH2743.The height was determined by precise leveling from only one NSRS
 DH2743.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DH2743.allowed ONLY to validate the GPS-derived height.
 DH2743
 DH2743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2743
 DH2743.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2743
 DH2743.The ellipsoidal height was determined by GPS observations
 DH2743.and is referenced to NAD 83.
 DH2743
 DH2743.The geoid height was determined by GEOID03.
 DH2743
 DH2743.The dynamic height is computed by dividing the NAVD 88
 DH2743.geopotential number by the normal gravity value computed on the
 DH2743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2743.degrees latitude (g = 980.6199 gals.).
 DH2743
 DH2743.The modeled gravity was interpolated from observed gravity values.
 DH2743
 DH2743;                    North         East     Units Scale Factor Converg.
 DH2743;SPC AL W     -   395,490.241   663,421.871   MT  0.99998290   +0 22 39.6
 DH2743;UTM  16      - 3,713,949.807   516,992.248   MT  0.99960356   +0 06 04.4
 DH2743
 DH2743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2743!SPC AL W     -   0.99997021  x   0.99998290  =   0.99995311
 DH2743!UTM  16      -   0.99997021  x   0.99960356  =   0.99957378
 DH2743
 DH2743                          SUPERSEDED SURVEY CONTROL
 DH2743
 DH2743  ELLIP H (12/04/92)  189.85   (m)                       GP(       ) 4 1
 DH2743  NAD 83(1986)-  33 33 54.30070(N)    086 49 00.93083(W) AD(       ) 1
 DH2743  NGVD 29 (??/??/??)  218.84   (m)          718.0    (f) N HEIGHT    3  
 DH2743
 DH2743.Superseded values are not recommended for survey control.
 DH2743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2743.See file dsdata.txt to determine how the superseded data were derived.
 DH2743
 DH2743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1699213950(NAD 83)
 DH2743_MARKER: DD = SURVEY DISK
 DH2743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2743_SP_SET: CONCRETE POST
 DH2743_STAMPING: 37-3 1989
 DH2743_MARK LOGO: ALHD  
 DH2743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2743+STABILITY: SURFACE MOTION
 DH2743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2743+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1995
 DH2743
 DH2743  HISTORY     - Date     Condition        Report By
 DH2743  HISTORY     - 1989     MONUMENTED       ALHD
 DH2743  HISTORY     - 19900206 GOOD
 DH2743  HISTORY     - 19950213 GOOD             ALHD
 DH2743
 DH2743                          STATION DESCRIPTION
 DH2743
 DH2743'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2743'THE STATION IS LOCATED IN THE MEDIAN OF U.S. 31 IN THE NORTH SIDE OF
 DH2743'BIRMINGHAM.
 DH2743'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 31 (26TH STREET)AND
 DH2743'35TH AVE. NORTH, DRIVE NORTH ON U.S. 31 0.65 MI (1.05 KM) TO THE
 DH2743'STATION ON THE LEFT IN THE MEDIAN.
 DH2743'THE STATION IS IN THE MEDIAN OF U.S. 31 ON A HILL TOP NEAR THE SOUTH
 DH2743'END OF FULL WIDTH CONCRETE PAVED MEDIAN, 22.5 FT (6.9 M) NORTHWEST OF
 DH2743'THE NORTHBOUND LANES OF U.S. 31, 23.0 FT (7.0 M) SOUTHEAST OF THE
 DH2743'CENTERLINE OF THE SOUTHBOUND LANES OF U.S. 31, 49.5 FT (15.1 M)
 DH2743'SOUTHEAST OF STREET LIGHT POLE NO. 57, 59.5 FT (18.1 M) NORTHWEST OF
 DH2743'STREET LIGHT POLE NO. 13, 4.0 FT (1.2 M) SOUTHWEST OF THE END OF FULL
 DH2743'WIDTH CONCRETE PAVED MEDIAN, 3.6 FT (1.1 M) SOUTH OF A CARSONITE
 DH2743'WITNESS POST, AND PROJECTS 2 INCHES.
 DH2743'STATION 37 - 4 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2743
 DH2743                          STATION RECOVERY (1990)
 DH2743
 DH2743'RECOVERED 1990
 DH2743'RECOVERED IN GOOD CONDITION.
 DH2743
 DH2743                          STATION RECOVERY (1995)
 DH2743
 DH2743'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLD)
 DH2743'THE STATION IS LOCATED IN THE MEDIAN OF U.S. 31 IN THE NORTH SIDE OF
 DH2743'BIRMINGHAM. TO REACH THE STATION FROM THE INTERSECTION OF U.S. 31
 DH2743'(26TH STREET)AND 35TH AVE. NORTH, DRIVE NORTH ON U.S. 31 FOR 0.65 MI
 DH2743'(1.05 KM) TO THE STATION ON THE LEFT IN THE MEDIAN. THE STATION IS IN
 DH2743'THE MEDIAN OF U.S. 31 ON A HILLTOP NEAR THE SOUTH END OF FULL WIDTH
 DH2743'CONCRETE PAVED MEDIAN, 22.5 FT (6.9 M) NORTHWEST OF THE NORTHBOUND
 DH2743'LANES OF U.S. 31, 23.0 FT (7.0 M) SOUTHEAST OF THE CENTERLINE OF THE
 DH2743'SOUTHBOUND LANES OF U.S. 31, 49.5 FT (15.1 M) SOUTHEAST OF STREET
 DH2743'LIGHT POLE NO. 57, 59.5 FT (18.1 M) NORTHWEST OF STREET LIGHT POLE NO.
 DH2743'13, 4.0 FT (1.2 M) SOUTHWEST OF THE END OF FULL WIDTH CONCRETE PAVED
 DH2743'MEDIAN, 3.6 FT (1.1 M) SOUTH OF A CARSONITE WITNESS POST, AND PROJECTS
 DH2743'2 INCHES. STATION 37-4 1989 MAY BE USED AS AN AZIMUTH FOR THIS
 DH2743'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1985 ***********************************************************************
 AA1985  DESIGNATION -  37 30
 AA1985  PID         -  AA1985
 AA1985  STATE/COUNTY-  AL/JEFFERSON
 AA1985  USGS QUAD   -  CONCORD (1979)
 AA1985
 AA1985                         *CURRENT SURVEY CONTROL
 AA1985  ___________________________________________________________________
 AA1985* NAD 83(1992)-  33 22 42.68073(N)    087 04 11.72937(W)     ADJUSTED  
 AA1985* NAVD 88     -       144.2    (meters)     473.     (feet)  VERTCON   
 AA1985  ___________________________________________________________________
 AA1985  X           -     272,535.814 (meters)                     COMP
 AA1985  Y           -  -5,324,620.067 (meters)                     COMP
 AA1985  Z           -   3,489,154.518 (meters)                     COMP
 AA1985  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AA1985  ELLIP HEIGHT-         115.14  (meters)          (07/29/02) GPS OBS
 AA1985  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA1985
 AA1985  HORZ ORDER  -  FIRST
 AA1985  ELLP ORDER  -  FOURTH    CLASS I
 AA1985
 AA1985.The horizontal coordinates were established by GPS observations
 AA1985.and adjusted by the National Geodetic Survey in September 1994..
 AA1985
 AA1985.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1985.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1985
 AA1985.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1985
 AA1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1985
 AA1985.The ellipsoidal height was determined by GPS observations
 AA1985.and is referenced to NAD 83.
 AA1985
 AA1985.The geoid height was determined by GEOID03.
 AA1985
 AA1985;                    North         East     Units Scale Factor Converg.
 AA1985;SPC AL W     -   374,673.402   640,016.891   MT  0.99995307   +0 14 11.8
 AA1985;UTM  16      - 3,693,253.436   493,495.948   MT  0.99960052   -0 02 18.5
 AA1985
 AA1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1985!SPC AL W     -   0.99998192  x   0.99995307  =   0.99993499
 AA1985!UTM  16      -   0.99998192  x   0.99960052  =   0.99958245
 AA1985
 AA1985:                Primary Azimuth Mark                     Grid Az
 AA1985:SPC AL W     -  37 16 01 01                              025 05 08.5
 AA1985:UTM  16      -  37 16 01 01                              025 21 38.8
 AA1985
 AA1985|---------------------------------------------------------------------|
 AA1985| PID    Reference Object                     Distance      Geod. Az  |
 AA1985|                                                           dddmmss.s |
 AA1985| AA1982 37 16 01 01                         441.169 METERS 0251920.3 |
 AA1985|---------------------------------------------------------------------|
 AA1985
 AA1985                          SUPERSEDED SURVEY CONTROL
 AA1985
 AA1985  ELLIP H (09/29/94)  115.22   (m)                       GP(       ) 3 2
 AA1985  NGVD 29 (09/29/94)  144.2    (m)          473.     (f) GPS OBS        
 AA1985
 AA1985.Superseded values are not recommended for survey control.
 AA1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1985.See file dsdata.txt to determine how the superseded data were derived.
 AA1985
 AA1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9349693253(NAD 83)
 AA1985_MARKER: DD = SURVEY DISK
 AA1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1985_SP_SET: CONCRETE POST
 AA1985_STAMPING: 37-30 1993
 AA1985_MARK LOGO: ALHD  
 AA1985_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1985+STABILITY: SURFACE MOTION
 AA1985_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1985+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1985
 AA1985  HISTORY     - Date     Condition        Report By
 AA1985  HISTORY     - 1993     MONUMENTED       ALHD
 AA1985
 AA1985                          STATION DESCRIPTION
 AA1985
 AA1985'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1985'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA1985'BLUE CREEK ROAD, ABOUT 6.60 MI (10.62 KM) WEST-SOUTHWEST OF BESSEMER
 AA1985'AND ABOUT 9.60 MI (15.45 KM) SOUTHWEST OF PLEASANT GROVE. TO REACH THE
 AA1985'STATION FROM EXIT 108 ON I-20 AND I-59, DRIVE NORTHWEST AND WEST ON
 AA1985'ACADEMY DRIVE FOR 0.60 MI (0.97 KM) TO POWDER PLANT ROAD LEFT AND
 AA1985'RIGHT, TURN RIGHT ON POWDER PLANT ROAD AND DRIVE NORTH FOR 1.80 MI
 AA1985'(2.90 KM) TO BESS JOHNS ROAD LEFT AND RIGHT, TURN LEFT ON BESS JOHNS
 AA1985'ROAD AND DRIVE WEST AND SOUTHWEST FOR 3.90 MI (6.28 KM) TO BLUE CREEK
 AA1985'ROAD ON THE LEFT, TURN LEFT ON BLUE CREEK ROAD AND DRIVE SOUTH FOR
 AA1985'0.90 MI (1.45 KM) TO THE STATION ON THE RIGHT. THE STATION IS 93.0 FT
 AA1985'(28.3 M) WEST OF THE CENTER OF BLUE CREEK ROAD, 2.6 FT (0.8 M)
 AA1985'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA1985'STATION 37-16-01-01 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1986 ***********************************************************************
 AA1986  DESIGNATION -  37 31
 AA1986  PID         -  AA1986
 AA1986  STATE/COUNTY-  AL/JEFFERSON
 AA1986  USGS QUAD   -  OAK GROVE (1980)
 AA1986
 AA1986                         *CURRENT SURVEY CONTROL
 AA1986  ___________________________________________________________________
 AA1986* NAD 83(1992)-  33 22 47.13649(N)    087 10 28.45331(W)     ADJUSTED  
 AA1986* NAVD 88     -       173.0    (meters)     568.     (feet)  VERTCON   
 AA1986  ___________________________________________________________________
 AA1986  X           -     262,807.893 (meters)                     COMP
 AA1986  Y           -  -5,325,057.532 (meters)                     COMP
 AA1986  Z           -   3,489,284.997 (meters)                     COMP
 AA1986  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 AA1986  ELLIP HEIGHT-         143.94  (meters)          (07/29/02) GPS OBS
 AA1986  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 AA1986
 AA1986  HORZ ORDER  -  FIRST
 AA1986  ELLP ORDER  -  FOURTH    CLASS I
 AA1986
 AA1986.The horizontal coordinates were established by GPS observations
 AA1986.and adjusted by the National Geodetic Survey in September 1994..
 AA1986
 AA1986.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1986.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1986
 AA1986.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1986
 AA1986.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1986
 AA1986.The ellipsoidal height was determined by GPS observations
 AA1986.and is referenced to NAD 83.
 AA1986
 AA1986.The geoid height was determined by GEOID03.
 AA1986
 AA1986;                    North         East     Units Scale Factor Converg.
 AA1986;SPC AL W     -   374,775.350   630,279.537   MT  0.99994463   +0 10 44.6
 AA1986;UTM  16      - 3,693,402.083   483,762.574   MT  0.99960325   -0 05 45.8
 AA1986
 AA1986!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1986!SPC AL W     -   0.99997740  x   0.99994463  =   0.99992203
 AA1986!UTM  16      -   0.99997740  x   0.99960325  =   0.99958066
 AA1986
 AA1986                          SUPERSEDED SURVEY CONTROL
 AA1986
 AA1986  ELLIP H (09/29/94)  144.01   (m)                       GP(       ) 3 2
 AA1986  NGVD 29 (09/29/94)  172.9    (m)          567.     (f) GPS OBS        
 AA1986
 AA1986.Superseded values are not recommended for survey control.
 AA1986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1986.See file dsdata.txt to determine how the superseded data were derived.
 AA1986
 AA1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8376393402(NAD 83)
 AA1986_MARKER: DD = SURVEY DISK
 AA1986_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1986_SP_SET: CONCRETE POST
 AA1986_STAMPING: 37-31 1993
 AA1986_MARK LOGO: ALHD  
 AA1986_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1986+STABILITY: SURFACE MOTION
 AA1986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1986+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 AA1986
 AA1986  HISTORY     - Date     Condition        Report By
 AA1986  HISTORY     - 1993     MONUMENTED       ALHD
 AA1986  HISTORY     - 20050110 GOOD             ALPCO
 AA1986
 AA1986                          STATION DESCRIPTION
 AA1986
 AA1986'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1986'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA1986'SEALY ANN MTN ROAD, ABOUT 12.40 MI (19.96 KM) WEST-SOUTHWEST OF
 AA1986'BESSEMER AND ABOUT 14.00 MI (22.53 KM) SOUTHWEST OF PLEASANT GROVE. TO
 AA1986'REACH THE STATION FROM EXIT 108 ON I-20 AND I-59, DRIVE NORTHWEST AND
 AA1986'WEST ON ACADEMY DRIVE FOR 0.60 MI (0.97 KM) TO POWDER PLANT ROAD LEFT
 AA1986'AND RIGHT, TURN RIGHT ON POWDER PLANT ROAD AND DRIVE NORTH FOR 1.80 MI
 AA1986'(2.90 KM) TO BESS JOHNS ROAD LEFT AND RIGHT, TURN LEFT ON BESS JOHNS
 AA1986'ROAD AND DRIVE WEST AND SOUTHWEST FOR 5.10 MI (8.21 KM) TO A
 AA1986'Y-INTERSECTION WITH JOHNS ROAD ON THE LEFT AND MUD CREEK ROAD ON THE
 AA1986'RIGHT, TURN RIGHT ON MUD CREEK ROAD AND DRIVE WEST AND NORTHWEST FOR
 AA1986'5.50 MI (8.85 KM) TO GROUND HOG ROAD ON THE LEFT, TURN LEFT ON GROUND
 AA1986'HOG ROAD AND DRIVE WEST FOR 0.45 MI (0.72 KM) TO SEALY ANN MTN ROAD ON
 AA1986'THE LEFT, TURN LEFT ON SEALY ANN MTN ROAD AND DRIVE SOUTH FOR 1.80 MI
 AA1986'(2.90 KM) TO THE STATION ON THE LEFT. THE STATION IS 26.6 FT (8.1 M)
 AA1986'EAST OF THE CENTERLINE OF SEALY ANN MTN ROAD, 88.0 FT (26.8 M)
 AA1986'SOUTH-SOUTHWEST OF THE CENTER OF A WOODS ROAD, 162.0 FT (49.4 M) SOUTH
 AA1986'OF POWER POLE NO. 29 WITH ONE GUY WIRE ACROSS THE ROAD, 1.5 FT (0.5 M)
 AA1986'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA1986'STATION 37-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA1986
 AA1986                          STATION RECOVERY (2005)
 AA1986
 AA1986'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (CSL)
 AA1986'NOT SUITABLE FOR GPS OBSERVATION BECAUSE OF TREES AROUND MONUMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1987 ***********************************************************************
 AA1987  DESIGNATION -  37 32
 AA1987  PID         -  AA1987
 AA1987  STATE/COUNTY-  AL/JEFFERSON
 AA1987  USGS QUAD   -  OAK GROVE (1980)
 AA1987
 AA1987                         *CURRENT SURVEY CONTROL
 AA1987  ___________________________________________________________________
 AA1987* NAD 83(1992)-  33 23 06.70923(N)    087 10 19.18345(W)     ADJUSTED  
 AA1987* NAVD 88     -       186.9    (meters)     613.     (feet)  VERTCON   
 AA1987  ___________________________________________________________________
 AA1987  X           -     263,031.414 (meters)                     COMP
 AA1987  Y           -  -5,324,725.979 (meters)                     COMP
 AA1987  Z           -   3,489,796.225 (meters)                     COMP
 AA1987  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AA1987  ELLIP HEIGHT-         157.92  (meters)          (07/29/02) GPS OBS
 AA1987  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 AA1987
 AA1987  HORZ ORDER  -  FIRST
 AA1987  ELLP ORDER  -  FOURTH    CLASS I
 AA1987
 AA1987.The horizontal coordinates were established by GPS observations
 AA1987.and adjusted by the National Geodetic Survey in September 1994..
 AA1987
 AA1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1987
 AA1987.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1987
 AA1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1987
 AA1987.The ellipsoidal height was determined by GPS observations
 AA1987.and is referenced to NAD 83.
 AA1987
 AA1987.The geoid height was determined by GEOID03.
 AA1987
 AA1987;                    North         East     Units Scale Factor Converg.
 AA1987;SPC AL W     -   375,379.076   630,517.225   MT  0.99994481   +0 10 49.8
 AA1987;UTM  16      - 3,694,004.455   484,003.077   MT  0.99960315   -0 05 40.7
 AA1987
 AA1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1987!SPC AL W     -   0.99997521  x   0.99994481  =   0.99992002
 AA1987!UTM  16      -   0.99997521  x   0.99960315  =   0.99957837
 AA1987
 AA1987                          SUPERSEDED SURVEY CONTROL
 AA1987
 AA1987  ELLIP H (09/29/94)  157.99   (m)                       GP(       ) 3 2
 AA1987  NGVD 29 (09/29/94)  186.9    (m)          613.     (f) GPS OBS        
 AA1987
 AA1987.Superseded values are not recommended for survey control.
 AA1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1987.See file dsdata.txt to determine how the superseded data were derived.
 AA1987
 AA1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8400394004(NAD 83)
 AA1987_MARKER: DD = SURVEY DISK
 AA1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1987_SP_SET: CONCRETE POST
 AA1987_STAMPING: 37-32 1993
 AA1987_MARK LOGO: ALHD  
 AA1987_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1987+STABILITY: SURFACE MOTION
 AA1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1987+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 AA1987
 AA1987  HISTORY     - Date     Condition        Report By
 AA1987  HISTORY     - 1993     MONUMENTED       ALHD
 AA1987  HISTORY     - 20050110 GOOD             ALPCO
 AA1987
 AA1987                          STATION DESCRIPTION
 AA1987
 AA1987'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1987'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA1987'SEALY ANN MTN ROAD, ABOUT 12.20 MI (19.63 KM) WEST-SOUTHWEST OF
 AA1987'BESSEMER AND ABOUT 13.60 MI (21.89 KM) SOUTHWEST OF PLEASANT GROVE. TO
 AA1987'REACH THE STATION FROM EXIT 108 ON I-20 AND I-59, DRIVE NORTHWEST AND
 AA1987'WEST ON ACADEMY DRIVE FOR 0.60 MI (0.97 KM) TO POWDER PLANT ROAD LEFT
 AA1987'AND RIGHT, TURN RIGHT ON POWDER PLANT ROAD AND DRIVE NORTH FOR 1.80 MI
 AA1987'(2.90 KM) TO BESS JOHNS ROAD LEFT AND RIGHT, TURN LEFT ON BESS JOHNS
 AA1987'ROAD AND DRIVE WEST AND SOUTHWEST FOR 5.10 MI (8.21 KM) TO A
 AA1987'Y-INTERSECTION WITH JOHNS ROAD ON THE LEFT AND MUD CREEK ROAD ON THE
 AA1987'RIGHT, TURN RIGHT ON MUD CREEK ROAD AND DRIVE WEST AND NORTHWEST FOR
 AA1987'5.50 MI (8.85 KM) TO GROUND HOG ROAD ON THE LEFT, TURN LEFT ON GROUND
 AA1987'HOG ROAD AND DRIVE WEST FOR 0.45 MI (0.72 KM) TO SEALY ANN MTN ROAD ON
 AA1987'THE LEFT, TURN LEFT ON SEALY ANN MTN ROAD AND DRIVE SOUTH FOR 1.40 MI
 AA1987'(2.25 KM) TO THE STATION ON THE LEFT. THE STATION IS 35.6 FT (10.9 M)
 AA1987'EAST OF THE CENTERLINE OF SEALY ANN MTN ROAD, 82.5 FT (25.1 M)
 AA1987'SOUTH-SOUTHWEST OF POWER POLE NO. 24, 2.0 FT (0.6 M) SOUTHWEST OF A
 AA1987'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-31
 AA1987'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA1987
 AA1987                          STATION RECOVERY (2005)
 AA1987
 AA1987'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (CSE)
 AA1987'RECOVERED AS DESCRIBED, SUITABLE FOR GPS OBSERVATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1988 ***********************************************************************
 AA1988  DESIGNATION -  37 33
 AA1988  PID         -  AA1988
 AA1988  STATE/COUNTY-  AL/JEFFERSON
 AA1988  USGS QUAD   -  BURCHFIELD STORE (1983)
 AA1988
 AA1988                         *CURRENT SURVEY CONTROL
 AA1988  ___________________________________________________________________
 AA1988* NAD 83(1992)-  33 29 11.13807(N)    087 16 12.41581(W)     ADJUSTED  
 AA1988* NAVD 88     -       184.8    (meters)     606.     (feet)  VERTCON   
 AA1988  ___________________________________________________________________
 AA1988  X           -     253,617.612 (meters)                     COMP
 AA1988  Y           -  -5,318,987.461 (meters)                     COMP
 AA1988  Z           -   3,499,164.963 (meters)                     COMP
 AA1988  LAPLACE CORR-          -2.16  (seconds)                    DEFLEC99
 AA1988  ELLIP HEIGHT-         156.06  (meters)          (07/29/02) GPS OBS
 AA1988  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AA1988
 AA1988  HORZ ORDER  -  FIRST
 AA1988  ELLP ORDER  -  FOURTH    CLASS I
 AA1988
 AA1988.The horizontal coordinates were established by GPS observations
 AA1988.and adjusted by the National Geodetic Survey in September 1994..
 AA1988
 AA1988.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1988.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1988
 AA1988.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1988
 AA1988.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1988
 AA1988.The ellipsoidal height was determined by GPS observations
 AA1988.and is referenced to NAD 83.
 AA1988
 AA1988.The geoid height was determined by GEOID03.
 AA1988
 AA1988;                    North         East     Units Scale Factor Converg.
 AA1988;SPC AL W     -   386,581.579   621,363.384   MT  0.99993896   +0 07 36.6
 AA1988;UTM  16      - 3,705,247.060   474,906.269   MT  0.99960776   -0 08 56.5
 AA1988
 AA1988!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1988!SPC AL W     -   0.99997550  x   0.99993896  =   0.99991446
 AA1988!UTM  16      -   0.99997550  x   0.99960776  =   0.99958327
 AA1988
 AA1988                          SUPERSEDED SURVEY CONTROL
 AA1988
 AA1988  ELLIP H (09/29/94)  156.12   (m)                       GP(       ) 3 2
 AA1988  NGVD 29 (09/29/94)  184.7    (m)          606.     (f) GPS OBS        
 AA1988
 AA1988.Superseded values are not recommended for survey control.
 AA1988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1988.See file dsdata.txt to determine how the superseded data were derived.
 AA1988
 AA1988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7490605247(NAD 83)
 AA1988_MARKER: DD = SURVEY DISK
 AA1988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1988_SP_SET: CONCRETE POST
 AA1988_STAMPING: 37-33 1993
 AA1988_MARK LOGO: ALHD  
 AA1988_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1988+STABILITY: SURFACE MOTION
 AA1988_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1988+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1988
 AA1988  HISTORY     - Date     Condition        Report By
 AA1988  HISTORY     - 1993     MONUMENTED       ALHD
 AA1988
 AA1988                          STATION DESCRIPTION
 AA1988
 AA1988'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1988'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA1988'NANCY ANN BEND ROAD, ABOUT 17.25 MI (27.76 KM) WEST OF PLEASANT GROVE
 AA1988'AND ABOUT 18.65 MI (30.01 KM) WEST-NORTHWEST OF BESSEMER. TO REACH THE
 AA1988'STATION FROM THE JUNCTION OF U.S. 11, ALA 5, AND ALA 150 (MILE POST
 AA1988'124.70 ON U.S. 11 AND ALA 5 AND MILE POST 0.00 ON ALA 150) IN
 AA1988'BESSEMER, DRIVE NORTHEAST ON U.S. 11 AND ALA 5 FOR 0.10 MI (0.16 KM)
 AA1988'TO 15 TH STREET LEFT AND RIGHT, TURN LEFT ON 15 TH STREET AND DRIVE
 AA1988'NORTH FOR 9.15 MI (14.73 KM) TO WARRIOR RIVER ROAD LEFT AND RIGHT,
 AA1988'TURN LEFT ON WARRIOR RIVER ROAD AND DRIVE WEST FOR 0.90 MI (1.45 KM)
 AA1988'TO TAYLORS FERRY ROAD ON THE RIGHT, THE END OF WARRIOR RIVER ROAD, AND
 AA1988'BEGIN LOCK 17 ROAD, CONTINUE WEST ON LOCK 17 ROAD FOR 10.80 MI (17.38
 AA1988'KM) TO LOCK 17 ROAD ON THE LEFT AND NANCY ANN BEND ROAD AHEAD,
 AA1988'CONTINUE NORTHWEST ON NANCY ANN BEND ROAD FOR 4.85 MI (7.81 KM) TO THE
 AA1988'STATION ON THE RIGHT. THE STATION IS 39.8 FT (12.1 M) EAST OF THE
 AA1988'CENTERLINE OF NANCY ANN BEND ROAD, 107.5 FT (32.8 M) SOUTHEAST OF
 AA1988'POWER POLE NO. 30 - 2 WITH SMALL TRANSFORMERS AND CIRCUIT BREAKERS
 AA1988'ACROSS THE ROAD, 132.4 FT (40.4 M) SOUTH-SOUTHEAST OF JUNCTION POWER
 AA1988'AND CABLE POLE NO. 30 - 1, 2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS
 AA1988'POST, AND SET FLUSH WITH THE GROUND. STATION 37-34 1993 MAY BE USED AS
 AA1988'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1989 ***********************************************************************
 AA1989  DESIGNATION -  37 34
 AA1989  PID         -  AA1989
 AA1989  STATE/COUNTY-  AL/JEFFERSON
 AA1989  USGS QUAD   -  BURCHFIELD STORE (1983)
 AA1989
 AA1989                         *CURRENT SURVEY CONTROL
 AA1989  ___________________________________________________________________
 AA1989* NAD 83(1992)-  33 28 53.36687(N)    087 15 45.86182(W)     ADJUSTED  
 AA1989* NAVD 88     -       184.1    (meters)     604.     (feet)  VERTCON   
 AA1989  ___________________________________________________________________
 AA1989  X           -     254,316.760 (meters)                     COMP
 AA1989  Y           -  -5,319,255.905 (meters)                     COMP
 AA1989  Z           -   3,498,707.910 (meters)                     COMP
 AA1989  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AA1989  ELLIP HEIGHT-         155.35  (meters)          (07/29/02) GPS OBS
 AA1989  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AA1989
 AA1989  HORZ ORDER  -  FIRST
 AA1989  ELLP ORDER  -  FOURTH    CLASS I
 AA1989
 AA1989.The horizontal coordinates were established by GPS observations
 AA1989.and adjusted by the National Geodetic Survey in September 1994..
 AA1989
 AA1989.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1989.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1989
 AA1989.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1989
 AA1989.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1989
 AA1989.The ellipsoidal height was determined by GPS observations
 AA1989.and is referenced to NAD 83.
 AA1989
 AA1989.The geoid height was determined by GEOID03.
 AA1989
 AA1989;                    North         East     Units Scale Factor Converg.
 AA1989;SPC AL W     -   386,035.639   622,050.105   MT  0.99993933   +0 07 51.2
 AA1989;UTM  16      - 3,704,698.002   475,590.127   MT  0.99960735   -0 08 41.8
 AA1989
 AA1989!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1989!SPC AL W     -   0.99997561  x   0.99993933  =   0.99991494
 AA1989!UTM  16      -   0.99997561  x   0.99960735  =   0.99958297
 AA1989
 AA1989                          SUPERSEDED SURVEY CONTROL
 AA1989
 AA1989  ELLIP H (09/29/94)  155.42   (m)                       GP(       ) 3 2
 AA1989  NGVD 29 (09/29/94)  184.1    (m)          604.     (f) GPS OBS        
 AA1989
 AA1989.Superseded values are not recommended for survey control.
 AA1989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1989.See file dsdata.txt to determine how the superseded data were derived.
 AA1989
 AA1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7559004698(NAD 83)
 AA1989_MARKER: DD = SURVEY DISK
 AA1989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1989_SP_SET: CONCRETE POST
 AA1989_STAMPING: 37-34 1993
 AA1989_MARK LOGO: ALHD  
 AA1989_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1989+STABILITY: SURFACE MOTION
 AA1989_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1989+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1989
 AA1989  HISTORY     - Date     Condition        Report By
 AA1989  HISTORY     - 1993     MONUMENTED       ALHD
 AA1989
 AA1989                          STATION DESCRIPTION
 AA1989
 AA1989'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1989'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTH RIGHT OF WAY
 AA1989'OF NANCY ANN BEND ROAD, ABOUT 16.95 MI (27.28 KM) WEST OF PLEASANT
 AA1989'GROVE AND ABOUT 18.20 MI (29.29 KM) WEST-NORTHWEST OF BESSEMER. TO
 AA1989'REACH THE STATION FROM THE JUNCTION OF U.S. 11, ALA 5, AND ALA 150
 AA1989'(MILE POST 124.70 ON U.S. 11 AND ALA 5 AND MILE POST 0.00 ON ALA 150)
 AA1989'IN BESSEMER, DRIVE NORTHEAST ON U.S. 11 AND ALA 5 FOR 0.10 MI (0.16
 AA1989'KM) TO 15 TH STREET LEFT AND RIGHT, TURN LEFT ON 15 TH STREET AND
 AA1989'DRIVE NORTH FOR 9.15 MI (14.73 KM) TO WARRIOR RIVER ROAD LEFT AND
 AA1989'RIGHT, TURN LEFT ON WARRIOR RIVER ROAD AND DRIVE WEST FOR 0.90 MI
 AA1989'(1.45 KM) TO TAYLORS FERRY ROAD ON THE RIGHT, THE END OF WARRIOR RIVER
 AA1989'ROAD, AND BEGIN LOCK 17 ROAD, CONTINUE WEST ON LOCK 17 ROAD FOR 10.80
 AA1989'MI (17.38 KM) TO LOCK 17 ROAD ON THE LEFT AND NANCY ANN BEND ROAD
 AA1989'AHEAD, CONTINUE NORTHWEST ON NANCY ANN BEND ROAD FOR 4.20 MI (6.76 KM)
 AA1989'TO THE STATION ON THE RIGHT. THE STATION IS 38.6 FT (11.8 M)
 AA1989'NORTH-NORTHEAST OF THE CENTERLINE OF NANCY ANN BEND ROAD, 1.5 FT (0.5
 AA1989'M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA1989'GROUND. STATION 37-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1990 ***********************************************************************
 AA1990  DESIGNATION -  37 35
 AA1990  PID         -  AA1990
 AA1990  STATE/COUNTY-  AL/JEFFERSON
 AA1990  USGS QUAD   -  OAK GROVE (1980)
 AA1990
 AA1990                         *CURRENT SURVEY CONTROL
 AA1990  ___________________________________________________________________
 AA1990* NAD 83(1992)-  33 26 32.38012(N)    087 12 20.07334(W)     ADJUSTED  
 AA1990* NAVD 88     -       137.4    (meters)     451.     (feet)  VERTCON   
 AA1990  ___________________________________________________________________
 AA1990  X           -     259,738.465 (meters)                     COMP
 AA1990  Y           -  -5,321,352.700 (meters)                     COMP
 AA1990  Z           -   3,495,058.271 (meters)                     COMP
 AA1990  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 AA1990  ELLIP HEIGHT-         108.48  (meters)          (07/29/02) GPS OBS
 AA1990  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AA1990
 AA1990  HORZ ORDER  -  FIRST
 AA1990  ELLP ORDER  -  FOURTH    CLASS I
 AA1990
 AA1990.The horizontal coordinates were established by GPS observations
 AA1990.and adjusted by the National Geodetic Survey in September 1994..
 AA1990
 AA1990.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1990
 AA1990.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1990
 AA1990.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1990
 AA1990.The ellipsoidal height was determined by GPS observations
 AA1990.and is referenced to NAD 83.
 AA1990
 AA1990.The geoid height was determined by GEOID03.
 AA1990
 AA1990;                    North         East     Units Scale Factor Converg.
 AA1990;SPC AL W     -   381,705.831   627,374.985   MT  0.99994257   +0 09 44.1
 AA1990;UTM  16      - 3,700,344.082   480,892.334   MT  0.99960450   -0 06 47.9
 AA1990
 AA1990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1990!SPC AL W     -   0.99998297  x   0.99994257  =   0.99992554
 AA1990!UTM  16      -   0.99998297  x   0.99960450  =   0.99958748
 AA1990
 AA1990:                Primary Azimuth Mark                     Grid Az
 AA1990:SPC AL W     -  37 36                                    057 50 18.2
 AA1990:UTM  16      -  37 36                                    058 06 50.2
 AA1990
 AA1990|---------------------------------------------------------------------|
 AA1990| PID    Reference Object                     Distance      Geod. Az  |
 AA1990|                                                           dddmmss.s |
 AA1990| AA1991 37 36                               435.183 METERS 0580002.3 |
 AA1990|---------------------------------------------------------------------|
 AA1990
 AA1990                          SUPERSEDED SURVEY CONTROL
 AA1990
 AA1990  ELLIP H (09/29/94)  108.55   (m)                       GP(       ) 3 2
 AA1990  NGVD 29 (09/29/94)  137.3    (m)          450.     (f) GPS OBS        
 AA1990
 AA1990.Superseded values are not recommended for survey control.
 AA1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1990.See file dsdata.txt to determine how the superseded data were derived.
 AA1990
 AA1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8089200344(NAD 83)
 AA1990_MARKER: DD = SURVEY DISK
 AA1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1990_SP_SET: CONCRETE POST
 AA1990_STAMPING: 37-35 1993
 AA1990_MARK LOGO: ALHD  
 AA1990_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1990+STABILITY: SURFACE MOTION
 AA1990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1990+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 AA1990
 AA1990  HISTORY     - Date     Condition        Report By
 AA1990  HISTORY     - 1993     MONUMENTED       ALHD
 AA1990  HISTORY     - 20050110 GOOD             ALPCO
 AA1990
 AA1990                          STATION DESCRIPTION
 AA1990
 AA1990'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1990'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTHWEST RIGHT OF
 AA1990'WAY OF LOCK 17 ROAD, ABOUT 14.00 MI (22.53 KM) WEST-SOUTHWEST OF
 AA1990'PLEASANT GROVE AND ABOUT 14.30 MI (23.01 KM) WEST-NORTHWEST OF
 AA1990'BESSEMER. TO REACH THE STATION FROM THE JUNCTION OF U.S. 11, ALA 5,
 AA1990'AND ALA 150 (MILE POST 124.70 ON U.S. 11 AND ALA 5 AND MILE POST 0.00
 AA1990'ON ALA 150) IN BESSEMER, DRIVE NORTHEAST ON U.S. 11 AND ALA 5 FOR 0.10
 AA1990'MI (0.16 KM) TO 15 TH STREET LEFT AND RIGHT, TURN LEFT ON 15 TH STREET
 AA1990'AND DRIVE NORTH FOR 9.15 MI (14.73 KM) TO WARRIOR RIVER ROAD LEFT AND
 AA1990'RIGHT, TURN LEFT ON WARRIOR RIVER ROAD AND DRIVE WEST FOR 0.90 MI
 AA1990'(1.45 KM) TO TAYLORS FERRY ROAD ON THE RIGHT, THE END OF WARRIOR RIVER
 AA1990'ROAD, AND BEGIN LOCK 17 ROAD, CONTINUE WEST ON LOCK 17 ROAD FOR 9.40
 AA1990'MI (15.13 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.3 FT (1.0
 AA1990'M) SOUTHEAST OF A HOG WIRE FENCE WITH FOUR STRANDS OF BARBED WIRE ON
 AA1990'TREATED WOOD POSTS, 15.0 FT (4.6 M) EAST-NORTHEAST OF THE NORTHEAST
 AA1990'CROSS TIE POST OF A METAL GATE, 18.8 FT (5.7 M) NORTH OF THE NORTHEAST
 AA1990'END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A FIELD ROAD, 29.2 FT (8.9
 AA1990'M) EAST-NORTHEAST OF THE SOUTHWEST CROSS TIE POST OF A METAL GATE AND
 AA1990'BEGIN A SIX-FOOT CHAIN LINK FENNCE, 38.3 FT (11.7 M) NORTHWEST OF THE
 AA1990'CENTERLINE OF LOCK 17 ROAD, 68.8 FT (21.0 M) NORTH OF A LOCK 17 RD AND
 AA1990'SCRAP LN SIGN ACROSS THE ROAD, 3.5 FT (1.1 M) SOUTHEAST OF A CARSONITE
 AA1990'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-36 1993 MAY BE
 AA1990'USED AS AN AZIMUTH FOR THIS STATION.
 AA1990
 AA1990                          STATION RECOVERY (2005)
 AA1990
 AA1990'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (CSE)
 AA1990'RECOVERED AS DESCRIBED, SUITABLE FOR GPS OBSERVATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1991 ***********************************************************************
 AA1991  DESIGNATION -  37 36
 AA1991  PID         -  AA1991
 AA1991  STATE/COUNTY-  AL/JEFFERSON
 AA1991  USGS QUAD   -  OAK GROVE (1980)
 AA1991
 AA1991                         *CURRENT SURVEY CONTROL
 AA1991  ___________________________________________________________________
 AA1991* NAD 83(1992)-  33 26 39.86497(N)    087 12 05.78442(W)     ADJUSTED  
 AA1991* NAVD 88     -       141.2    (meters)     463.     (feet)  VERTCON   
 AA1991  ___________________________________________________________________
 AA1991  X           -     260,101.049 (meters)                     COMP
 AA1991  Y           -  -5,321,210.915 (meters)                     COMP
 AA1991  Z           -   3,495,252.783 (meters)                     COMP
 AA1991  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AA1991  ELLIP HEIGHT-         112.27  (meters)          (07/29/02) GPS OBS
 AA1991  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA1991
 AA1991  HORZ ORDER  -  FIRST
 AA1991  ELLP ORDER  -  FOURTH    CLASS I
 AA1991
 AA1991.The horizontal coordinates were established by GPS observations
 AA1991.and adjusted by the National Geodetic Survey in September 1994..
 AA1991
 AA1991.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1991.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1991
 AA1991.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1991
 AA1991.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1991
 AA1991.The ellipsoidal height was determined by GPS observations
 AA1991.and is referenced to NAD 83.
 AA1991
 AA1991.The geoid height was determined by GEOID03.
 AA1991
 AA1991;                    North         East     Units Scale Factor Converg.
 AA1991;SPC AL W     -   381,937.470   627,743.368   MT  0.99994282   +0 09 52.0
 AA1991;UTM  16      - 3,700,573.869   481,261.702   MT  0.99960433   -0 06 40.0
 AA1991
 AA1991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1991!SPC AL W     -   0.99998237  x   0.99994282  =   0.99992520
 AA1991!UTM  16      -   0.99998237  x   0.99960433  =   0.99958671
 AA1991
 AA1991:                Primary Azimuth Mark                     Grid Az
 AA1991:SPC AL W     -  37 35                                    237 50 18.1
 AA1991:UTM  16      -  37 35                                    238 06 50.1
 AA1991
 AA1991|---------------------------------------------------------------------|
 AA1991| PID    Reference Object                     Distance      Geod. Az  |
 AA1991|                                                           dddmmss.s |
 AA1991| AA1990 37 35                               435.183 METERS 2380010.1 |
 AA1991|---------------------------------------------------------------------|
 AA1991
 AA1991                          SUPERSEDED SURVEY CONTROL
 AA1991
 AA1991  ELLIP H (09/29/94)  112.34   (m)                       GP(       ) 3 2
 AA1991  NGVD 29 (09/29/94)  141.1    (m)          463.     (f) GPS OBS        
 AA1991
 AA1991.Superseded values are not recommended for survey control.
 AA1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1991.See file dsdata.txt to determine how the superseded data were derived.
 AA1991
 AA1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8126200574(NAD 83)
 AA1991_MARKER: DD = SURVEY DISK
 AA1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1991_SP_SET: CONCRETE POST
 AA1991_STAMPING: 37-36 1993
 AA1991_MARK LOGO: ALHD  
 AA1991_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1991+STABILITY: SURFACE MOTION
 AA1991_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1991+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 AA1991
 AA1991  HISTORY     - Date     Condition        Report By
 AA1991  HISTORY     - 1993     MONUMENTED       ALHD
 AA1991  HISTORY     - 20050110 GOOD             ALPCO
 AA1991
 AA1991                          STATION DESCRIPTION
 AA1991
 AA1991'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1991'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTHWEST RIGHT OF
 AA1991'WAY OF LOCK 17 ROAD, ABOUT 13.70 MI (22.05 KM) WEST-SOUTHWEST OF
 AA1991'PLEASANT GROVE AND ABOUT 14.10 MI (22.69 KM) WEST-NORTHWEST OF
 AA1991'BESSEMER. TO REACH THE STATION FROM THE JUNCTION OF U.S. 11, ALA 5,
 AA1991'AND ALA 150 (MILE POST 124.70 ON U.S. 11 AND ALA 5 AND MILE POST 0.00
 AA1991'ON ALA 150) IN BESSEMER, DRIVE NORTHEAST ON U.S. 11 AND ALA 5 FOR 0.10
 AA1991'MI (0.16 KM) TO 15 TH STREET LEFT AND RIGHT, TURN LEFT ON 15 TH STREET
 AA1991'AND DRIVE NORTH FOR 9.15 MI (14.73 KM) TO WARRIOR RIVER ROAD LEFT AND
 AA1991'RIGHT, TURN LEFT ON WARRIOR RIVER ROAD AND DRIVE WEST FOR 0.90 MI
 AA1991'(1.45 KM) TO TAYLORS FERRY ROAD ON THE RIGHT, THE END OF WARRIOR RIVER
 AA1991'ROAD, AND BEGIN LOCK 17 ROAD, CONTINUE WEST ON LOCK 17 ROAD FOR 9.15
 AA1991'MI (14.73 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9
 AA1991'M) SOUTHEAST OF A HOG WIRE FENCE WITH FOUR STRANDS OF BARBED WIRE ON
 AA1991'TREATED WOOD POSTS, 36.0 FT (11.0 M) NORTHWEST OF THE CENTERLINE OF
 AA1991'LOCK 17 ROAD, 109.0 FT (33.2 M) WEST-NORTHWEST OF A CROSS TIE FENCE
 AA1991'JUNCTION POST ACROSS THE ROAD, 122.0 FT (37.2 M) WEST OF THE SOUTHWEST
 AA1991'CROSS TIE POST OF A METAL GATE ACROSS THE ROAD, 126.9 FT (38.7 M)
 AA1991'SOUTHWEST OF A CROSS TIE FENCE CORNER POST, 3.2 FT (1.0 M) SOUTHEAST
 AA1991'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA1991'37-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA1991
 AA1991                          STATION RECOVERY (2005)
 AA1991
 AA1991'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (CSL)
 AA1991'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1992 ***********************************************************************
 AA1992  DESIGNATION -  37 37
 AA1992  PID         -  AA1992
 AA1992  STATE/COUNTY-  AL/JEFFERSON
 AA1992  USGS QUAD   -  CONCORD (1979)
 AA1992
 AA1992                         *CURRENT SURVEY CONTROL
 AA1992  ___________________________________________________________________
 AA1992* NAD 83(1992)-  33 26 36.15495(N)    087 03 06.11273(W)     ADJUSTED  
 AA1992* NAVD 88     -       142.6    (meters)     468.     (feet)  VERTCON   
 AA1992  ___________________________________________________________________
 AA1992  X           -     274,025.867 (meters)                     COMP
 AA1992  Y           -  -5,320,576.185 (meters)                     COMP
 AA1992  Z           -   3,495,158.133 (meters)                     COMP
 AA1992  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 AA1992  ELLIP HEIGHT-         113.59  (meters)          (07/29/02) GPS OBS
 AA1992  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA1992
 AA1992  HORZ ORDER  -  FIRST
 AA1992  ELLP ORDER  -  FOURTH    CLASS I
 AA1992
 AA1992.The horizontal coordinates were established by GPS observations
 AA1992.and adjusted by the National Geodetic Survey in September 1994..
 AA1992
 AA1992.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1992.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1992
 AA1992.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1992
 AA1992.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1992
 AA1992.The ellipsoidal height was determined by GPS observations
 AA1992.and is referenced to NAD 83.
 AA1992
 AA1992.The geoid height was determined by GEOID03.
 AA1992
 AA1992;                    North         East     Units Scale Factor Converg.
 AA1992;SPC AL W     -   381,873.229   641,681.855   MT  0.99995475   +0 14 49.4
 AA1992;UTM  16      - 3,700,442.638   495,194.889   MT  0.99960028   -0 01 42.6
 AA1992
 AA1992!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1992!SPC AL W     -   0.99998217  x   0.99995475  =   0.99993692
 AA1992!UTM  16      -   0.99998217  x   0.99960028  =   0.99958245
 AA1992
 AA1992:                Primary Azimuth Mark                     Grid Az
 AA1992:SPC AL W     -  37 38                                    356 20 55.4
 AA1992:UTM  16      -  37 38                                    356 37 27.4
 AA1992
 AA1992|---------------------------------------------------------------------|
 AA1992| PID    Reference Object                     Distance      Geod. Az  |
 AA1992|                                                           dddmmss.s |
 AA1992| AA1993 37 38                               401.494 METERS 3563544.8 |
 AA1992|---------------------------------------------------------------------|
 AA1992
 AA1992                          SUPERSEDED SURVEY CONTROL
 AA1992
 AA1992  ELLIP H (09/29/94)  113.67   (m)                       GP(       ) 3 2
 AA1992  NGVD 29 (09/29/94)  142.6    (m)          468.     (f) GPS OBS        
 AA1992
 AA1992.Superseded values are not recommended for survey control.
 AA1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1992.See file dsdata.txt to determine how the superseded data were derived.
 AA1992
 AA1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9519500443(NAD 83)
 AA1992_MARKER: DD = SURVEY DISK
 AA1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1992_SP_SET: CONCRETE POST
 AA1992_STAMPING: 37-37 1993
 AA1992_MARK LOGO: ALHD  
 AA1992_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1992+STABILITY: SURFACE MOTION
 AA1992_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1992+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1992
 AA1992  HISTORY     - Date     Condition        Report By
 AA1992  HISTORY     - 1993     MONUMENTED       ALHD
 AA1992
 AA1992                          STATION DESCRIPTION
 AA1992
 AA1992'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1992'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA1992'15 TH STREET ROAD, ABOUT 5.65 MI (9.09 KM) SOUTHWEST OF PLEASANT GROVE
 AA1992'AND ABOUT 5.70 MI (9.17 KM) NORTHWEST OF BESSEMER. TO REACH THE
 AA1992'STATION FROM THE JUNCTION OF U.S. 11, ALA 5, AND ALA 150 (MILE POST
 AA1992'124.70 ON U.S. 11 AND ALA 5 AND MILE POST 0.00 ON ALA 150) IN
 AA1992'BESSEMER, DRIVE NORTHEAST ON U.S. 11 AND ALA 5 FOR 0.10 MI (0.16 KM)
 AA1992'TO 15 TH STREET LEFT AND RIGHT, TURN LEFT ON 15 TH STREET AND DRIVE
 AA1992'NORTH FOR 6.50 MI (10.46 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA1992'IS 31.9 FT (9.7 M) NORTHEAST OF THE NORTH END OF A METAL GUARD RAIL,
 AA1992'37.2 FT (11.3 M) EAST OF THE CENTERLINE OF 15 TH STREET ROAD, 148.0 FT
 AA1992'(45.1 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 186.6 FT (56.9 M)
 AA1992'SOUTHWEST OF THE SOUTH POST OF A RED PIPE GATE, 2.4 FT (0.7 M) WEST OF
 AA1992'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-38
 AA1992'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1993 ***********************************************************************
 AA1993  DESIGNATION -  37 38
 AA1993  PID         -  AA1993
 AA1993  STATE/COUNTY-  AL/JEFFERSON
 AA1993  USGS QUAD   -  CONCORD (1979)
 AA1993
 AA1993                         *CURRENT SURVEY CONTROL
 AA1993  ___________________________________________________________________
 AA1993* NAD 83(1992)-  33 26 49.16367(N)    087 03 07.03580(W)     ADJUSTED  
 AA1993* NAVD 88     -       151.6    (meters)     497.     (feet)  VERTCON   
 AA1993  ___________________________________________________________________
 AA1993  X           -     273,991.080 (meters)                     COMP
 AA1993  Y           -  -5,320,364.269 (meters)                     COMP
 AA1993  Z           -   3,495,497.492 (meters)                     COMP
 AA1993  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AA1993  ELLIP HEIGHT-         122.54  (meters)          (07/29/02) GPS OBS
 AA1993  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA1993
 AA1993  HORZ ORDER  -  FIRST
 AA1993  ELLP ORDER  -  FOURTH    CLASS I
 AA1993
 AA1993.The horizontal coordinates were established by GPS observations
 AA1993.and adjusted by the National Geodetic Survey in September 1994..
 AA1993
 AA1993.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1993.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1993
 AA1993.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1993
 AA1993.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1993
 AA1993.The ellipsoidal height was determined by GPS observations
 AA1993.and is referenced to NAD 83.
 AA1993
 AA1993.The geoid height was determined by GEOID03.
 AA1993
 AA1993;                    North         East     Units Scale Factor Converg.
 AA1993;SPC AL W     -   382,273.891   641,656.287   MT  0.99995472   +0 14 49.0
 AA1993;UTM  16      - 3,700,843.275   495,171.258   MT  0.99960029   -0 01 43.1
 AA1993
 AA1993!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1993!SPC AL W     -   0.99998076  x   0.99995472  =   0.99993548
 AA1993!UTM  16      -   0.99998076  x   0.99960029  =   0.99958106
 AA1993
 AA1993:                Primary Azimuth Mark                     Grid Az
 AA1993:SPC AL W     -  37 37                                    176 20 55.3
 AA1993:UTM  16      -  37 37                                    176 37 27.4
 AA1993
 AA1993|---------------------------------------------------------------------|
 AA1993| PID    Reference Object                     Distance      Geod. Az  |
 AA1993|                                                           dddmmss.s |
 AA1993| AA1992 37 37                               401.494 METERS 1763544.3 |
 AA1993|---------------------------------------------------------------------|
 AA1993
 AA1993                          SUPERSEDED SURVEY CONTROL
 AA1993
 AA1993  ELLIP H (09/29/94)  122.62   (m)                       GP(       ) 3 2
 AA1993  NGVD 29 (09/29/94)  151.5    (m)          497.     (f) GPS OBS        
 AA1993
 AA1993.Superseded values are not recommended for survey control.
 AA1993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1993.See file dsdata.txt to determine how the superseded data were derived.
 AA1993
 AA1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9517100843(NAD 83)
 AA1993_MARKER: DD = SURVEY DISK
 AA1993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1993_SP_SET: CONCRETE POST
 AA1993_STAMPING: 37-38 1993
 AA1993_MARK LOGO: ALHD  
 AA1993_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1993+STABILITY: SURFACE MOTION
 AA1993_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1993+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1993
 AA1993  HISTORY     - Date     Condition        Report By
 AA1993  HISTORY     - 1993     MONUMENTED       ALHD
 AA1993
 AA1993                          STATION DESCRIPTION
 AA1993
 AA1993'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1993'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA1993'15 TH STREET ROAD, ABOUT 5.60 MI (9.01 KM) SOUTHWEST OF PLEASANT GROVE
 AA1993'AND ABOUT 5.90 MI (9.49 KM) NORTHWEST OF BESSEMER. TO REACH THE
 AA1993'STATION FROM THE JUNCTION OF U.S. 11, ALA 5, AND ALA 150 (MILE POST
 AA1993'124.70 ON U.S. 11 AND ALA 5 AND MILE POST 0.00 ON ALA 150) IN
 AA1993'BESSEMER, DRIVE NORTHEAST ON U.S. 11 AND ALA 5 FOR 0.10 MI (0.16 KM)
 AA1993'TO 15 TH STREET LEFT AND RIGHT, TURN LEFT ON 15 TH STREET AND DRIVE
 AA1993'NORTH FOR 6.75 MI (10.86 KM) TO THE STATION ON THE LEFT. THE STATION
 AA1993'IS 34.6 FT (10.5 M) WEST OF THE CENTERLINE OF 15 TH STREET ROAD, 69.5
 AA1993'FT (21.2 M) SOUTH OF A TRANSFORMER POWER POLE, 111.0 FT (33.8 M)
 AA1993'EAST-SOUTHEAST OF A BLUE STEEL POWER SERVICE POLE, 172.9 FT (52.7 M)
 AA1993'EAST OF THE EAST END OF A SERIES OF BLUE PIPE AND VALVES AT A GAS
 AA1993'WELL, 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA1993'WITH THE GROUND. STATION 37-37 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1993'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1994 ***********************************************************************
 AA1994  DESIGNATION -  37 39
 AA1994  PID         -  AA1994
 AA1994  STATE/COUNTY-  AL/JEFFERSON
 AA1994  USGS QUAD   -  BESSEMER (1988)
 AA1994
 AA1994                         *CURRENT SURVEY CONTROL
 AA1994  ___________________________________________________________________
 AA1994* NAD 83(1992)-  33 29 13.32844(N)    086 56 35.71023(W)     ADJUSTED  
 AA1994* NAVD 88     -       185.2    (meters)     608.     (feet)  VERTCON   
 AA1994  ___________________________________________________________________
 AA1994  X           -     283,955.257 (meters)                     COMP
 AA1994  Y           -  -5,317,416.972 (meters)                     COMP
 AA1994  Z           -   3,499,221.302 (meters)                     COMP
 AA1994  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 AA1994  ELLIP HEIGHT-         156.16  (meters)          (07/29/02) GPS OBS
 AA1994  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA1994
 AA1994  HORZ ORDER  -  FIRST
 AA1994  ELLP ORDER  -  FOURTH    CLASS I
 AA1994
 AA1994.The horizontal coordinates were established by GPS observations
 AA1994.and adjusted by the National Geodetic Survey in September 1994..
 AA1994
 AA1994.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1994
 AA1994.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1994
 AA1994.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1994
 AA1994.The ellipsoidal height was determined by GPS observations
 AA1994.and is referenced to NAD 83.
 AA1994
 AA1994.The geoid height was determined by GEOID03.
 AA1994
 AA1994;                    North         East     Units Scale Factor Converg.
 AA1994;SPC AL W     -   386,764.110   651,738.944   MT  0.99996632   +0 18 25.9
 AA1994;UTM  16      - 3,705,283.321   505,271.767   MT  0.99960034   +0 01 52.7
 AA1994
 AA1994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1994!SPC AL W     -   0.99997548  x   0.99996632  =   0.99994181
 AA1994!UTM  16      -   0.99997548  x   0.99960034  =   0.99957583
 AA1994
 AA1994                          SUPERSEDED SURVEY CONTROL
 AA1994
 AA1994  ELLIP H (09/29/94)  156.22   (m)                       GP(       ) 3 2
 AA1994  NGVD 29 (09/29/94)  185.2    (m)          608.     (f) GPS OBS        
 AA1994
 AA1994.Superseded values are not recommended for survey control.
 AA1994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1994.See file dsdata.txt to determine how the superseded data were derived.
 AA1994
 AA1994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0527205283(NAD 83)
 AA1994_MARKER: DD = SURVEY DISK
 AA1994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1994_SP_SET: CONCRETE POST
 AA1994_STAMPING: 37-39 1993
 AA1994_MARK LOGO: ALHD  
 AA1994_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1994+STABILITY: SURFACE MOTION
 AA1994_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1994+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1994
 AA1994  HISTORY     - Date     Condition        Report By
 AA1994  HISTORY     - 1993     MONUMENTED       ALHD
 AA1994
 AA1994                          STATION DESCRIPTION
 AA1994
 AA1994'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1994'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTHWEST RIGHT OF
 AA1994'WAY OF JEFFERSON COUNTY ROAD NO. 57, ABOUT 1.50 MI (2.41 KM) EAST OF
 AA1994'PLEASANT GROVE AND ABOUT 8.40 MI (13.52 KM) WEST-SOUTHWEST OF
 AA1994'BIRMINGHAM. TO REACH THE STATION FROM EXIT 115 ON I-20 AND I-59, DRIVE
 AA1994'NORTH ON JAY BIRD ROAD FOR 0.15 MI (0.24 KM) TO VALLEY ROAD (JEFFERSON
 AA1994'COUNTY ROAD NO. 56) LEFT AND RIGHT, TURN LEFT ON VALLEY ROAD AND DRIVE
 AA1994'WEST FOR 0.10 MI (0.16 KM) TO TIN MILL ROAD (JEFFERSON COUNTY ROAD NO.
 AA1994'57) ON THE RIGHT, TURN RIGHT ON TIN MILL ROAD AND DRIVE NORTHEAST FOR
 AA1994'2.25 MI (3.62 KM) TO THE STATION ON THE LEFT. THE STATION IS 5.0 FT
 AA1994'(1.5 M) NORTHWEST OF THE CREST OF A TWENTY-FOOT BACKSLOPE, 45.5 FT
 AA1994'(13.9 M) NORTHWEST OF THE CENTERLINE OF TIN MILL ROAD, 120.0 FT (36.6
 AA1994'M) SOUTHWEST OF JUNCTION POWER AND CABLE POLE NO. 8, 1.8 FT (0.5 M)
 AA1994'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA1994'STATION 37-40 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2744 ***********************************************************************
 DH2744  DESIGNATION -  37 4
 DH2744  PID         -  DH2744
 DH2744  STATE/COUNTY-  AL/JEFFERSON
 DH2744  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH2744
 DH2744                         *CURRENT SURVEY CONTROL
 DH2744  ___________________________________________________________________
 DH2744* NAD 83(1992)-  33 34 23.05816(N)    086 48 33.82365(W)     ADJUSTED  
 DH2744* NAVD 88     -       192.8    (meters)     633.     (feet)  VERTCON   
 DH2744  ___________________________________________________________________
 DH2744  X           -     296,084.265 (meters)                     COMP
 DH2744  Y           -  -5,311,482.342 (meters)                     COMP
 DH2744  Z           -   3,507,180.364 (meters)                     COMP
 DH2744  LAPLACE CORR-          -1.28  (seconds)                    DEFLEC99
 DH2744  ELLIP HEIGHT-         163.75  (meters)          (07/29/02) GPS OBS
 DH2744  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2744
 DH2744  HORZ ORDER  -  FIRST
 DH2744  ELLP ORDER  -  FOURTH    CLASS I
 DH2744
 DH2744.The horizontal coordinates were established by GPS observations
 DH2744.and adjusted by the National Geodetic Survey in December 1992..
 DH2744
 DH2744.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2744
 DH2744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2744
 DH2744.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2744
 DH2744.The ellipsoidal height was determined by GPS observations
 DH2744.and is referenced to NAD 83.
 DH2744
 DH2744.The geoid height was determined by GEOID03.
 DH2744
 DH2744;                    North         East     Units Scale Factor Converg.
 DH2744;SPC AL W     -   396,381.055   664,115.094   MT  0.99998399   +0 22 54.9
 DH2744;UTM  16      - 3,714,836.929   517,689.498   MT  0.99960386   +0 06 19.5
 DH2744
 DH2744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2744!SPC AL W     -   0.99997429  x   0.99998399  =   0.99995828
 DH2744!UTM  16      -   0.99997429  x   0.99960386  =   0.99957816
 DH2744
 DH2744                          SUPERSEDED SURVEY CONTROL
 DH2744
 DH2744  ELLIP H (12/04/92)  163.81   (m)                       GP(       ) 4 1
 DH2744  NAD 83(1986)-  33 34 23.06492(N)    086 48 33.82382(W) AD(       ) 1
 DH2744  NGVD 29 (12/04/92)  192.8    (m)          633.     (f) GPS OBS        
 DH2744
 DH2744.Superseded values are not recommended for survey control.
 DH2744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2744.See file dsdata.txt to determine how the superseded data were derived.
 DH2744
 DH2744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1768914837(NAD 83)
 DH2744_MARKER: DD = SURVEY DISK
 DH2744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2744_SP_SET: CONCRETE POST
 DH2744_STAMPING: 37 - 4 1989
 DH2744_MARK LOGO: ALHD  
 DH2744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2744+STABILITY: SURFACE MOTION
 DH2744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2744+SATELLITE: SATELLITE OBSERVATIONS - March 07, 1990
 DH2744
 DH2744  HISTORY     - Date     Condition        Report By
 DH2744  HISTORY     - 1989     MONUMENTED       ALHD
 DH2744  HISTORY     - 19900307 GOOD
 DH2744
 DH2744                          STATION DESCRIPTION
 DH2744
 DH2744'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2744'THE STATION IS LOCATED IN THE MEDIAN OF U.S. 31 IN THE NORTH SIDE OF
 DH2744'BIRMINGHAM.
 DH2744'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 31 (26TH STREET)AND
 DH2744'35TH AVENUE NORTH IN BIRMINGHAM, DRIVE NORTH ON U.S. 31 1.35 MI
 DH2744'(2.17 KM) TO THE STATION ON THE LEFT IN THE MEDIAN.
 DH2744'THE STATION IS IN THE MEDIAN OF U.S. 31 AT A PAVED CROSSOVER FOR 48TH
 DH2744'AVE. NORTH, 22.0 FT (6.7 M) NORTHWEST OF THE CENTERLINE OF THE
 DH2744'NORTHBOUND LANES OF U.S. 31, 20.0 FT (6.1 M) SOUTHEAST OF THE
 DH2744'CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 31, 49.0 FT (14.9 M)
 DH2744'NORTHEAST OF THE CENTER OF THE CROSSOVER, 70.0 FT (21.3 M) WEST OF
 DH2744'TRANSFORMER POWER POLE NO. A 2859 AND STREET LIGHT NO. 27, 56.0 FT
 DH2744'(17.1 M) SOUTHEAST OF A FIRE HYDRANT, 2.5 FT (0.8 M) SOUTH OF A
 DH2744'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2744'STATION 37 - 3 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2744
 DH2744                          STATION RECOVERY (1990)
 DH2744
 DH2744'RECOVERED 1990
 DH2744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1995 ***********************************************************************
 AA1995  DESIGNATION -  37 40
 AA1995  PID         -  AA1995
 AA1995  STATE/COUNTY-  AL/JEFFERSON
 AA1995  USGS QUAD   -  BESSEMER (1988)
 AA1995
 AA1995                         *CURRENT SURVEY CONTROL
 AA1995  ___________________________________________________________________
 AA1995* NAD 83(1992)-  33 29 36.36841(N)    086 56 14.88570(W)     ADJUSTED  
 AA1995* NAVD 88     -       190.6    (meters)     625.     (feet)  VERTCON   
 AA1995  ___________________________________________________________________
 AA1995  X           -     284,471.418 (meters)                     COMP
 AA1995  Y           -  -5,317,001.652 (meters)                     COMP
 AA1995  Z           -   3,499,816.303 (meters)                     COMP
 AA1995  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AA1995  ELLIP HEIGHT-         161.58  (meters)          (07/29/02) GPS OBS
 AA1995  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA1995
 AA1995  HORZ ORDER  -  FIRST
 AA1995  ELLP ORDER  -  FOURTH    CLASS I
 AA1995
 AA1995.The horizontal coordinates were established by GPS observations
 AA1995.and adjusted by the National Geodetic Survey in September 1994..
 AA1995
 AA1995.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1995.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1995
 AA1995.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1995
 AA1995.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1995
 AA1995.The ellipsoidal height was determined by GPS observations
 AA1995.and is referenced to NAD 83.
 AA1995
 AA1995.The geoid height was determined by GEOID03.
 AA1995
 AA1995;                    North         East     Units Scale Factor Converg.
 AA1995;SPC AL W     -   387,476.817   652,272.672   MT  0.99996701   +0 18 37.6
 AA1995;UTM  16      - 3,705,993.189   505,808.724   MT  0.99960042   +0 02 04.2
 AA1995
 AA1995!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1995!SPC AL W     -   0.99997463  x   0.99996701  =   0.99994164
 AA1995!UTM  16      -   0.99997463  x   0.99960042  =   0.99957506
 AA1995
 AA1995                          SUPERSEDED SURVEY CONTROL
 AA1995
 AA1995  ELLIP H (09/29/94)  161.63   (m)                       GP(       ) 3 2
 AA1995  NGVD 29 (09/29/94)  190.6    (m)          625.     (f) GPS OBS        
 AA1995
 AA1995.Superseded values are not recommended for survey control.
 AA1995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1995.See file dsdata.txt to determine how the superseded data were derived.
 AA1995
 AA1995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0580905993(NAD 83)
 AA1995_MARKER: DD = SURVEY DISK
 AA1995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1995_SP_SET: CONCRETE POST
 AA1995_STAMPING: 37-40 1993
 AA1995_MARK LOGO: ALHD  
 AA1995_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1995+STABILITY: SURFACE MOTION
 AA1995_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1995+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1995
 AA1995  HISTORY     - Date     Condition        Report By
 AA1995  HISTORY     - 1993     MONUMENTED       ALHD
 AA1995
 AA1995                          STATION DESCRIPTION
 AA1995
 AA1995'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1995'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHEAST RIGHT OF
 AA1995'WAY OF JEFFERSON COUNTY ROAD NO. 57, ABOUT 1.95 MI (3.14 KM) EAST OF
 AA1995'PLEASANT GROVE AND ABOUT 7.85 MI (12.63 KM) WEST-SOUTHWEST OF
 AA1995'BIRMINGHAM. TO REACH THE STATION FROM EXIT 115 ON I-20 AND I-59, DRIVE
 AA1995'NORTH ON JAY BIRD ROAD FOR 0.15 MI (0.24 KM) TO VALLEY ROAD (JEFFERSON
 AA1995'COUNTY ROAD NO. 56) LEFT AND RIGHT, TURN LEFT ON VALLEY ROAD AND DRIVE
 AA1995'WEST FOR 0.10 MI (0.16 KM) TO TIN MILL ROAD (JEFFERSON COUNTY ROAD NO.
 AA1995'57) ON THE RIGHT, TURN RIGHT ON TIN MILL ROAD AND DRIVE NORTHEAST FOR
 AA1995'2.80 MI (4.51 KM) TO THE STATION ON THE RIGHT. THE STATION IS 17.0 FT
 AA1995'(5.2 M) SOUTH-SOUTHEAST OF A NO PASSING ZONE SIGN, 34.6 FT (10.5 M)
 AA1995'SOUTHEAST OF THE CENTERLINE OF TIN MILL ROAD, 42.5 FT (13.0 M)
 AA1995'NORTHEAST OF A JCT JEFFERSON COUNTY 76 SIGN, 55.5 FT (16.9 M)
 AA1995'SOUTHEAST OF A GRAPHIC RAILROAD CROSSING SIGN ACROSS THE ROAD, 56.9 FT
 AA1995'(17.3 M) NORTH-NORTHEAST OF JUNCTION POWER POLE, 89.5 FT (27.3 M)
 AA1995'SOUTH-SOUTHWEST OF A POWER POLE WITH THREE GUY WIRES, 1.9 FT (0.6 M)
 AA1995'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA1995'STATION 37-39 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1996 ***********************************************************************
 AA1996  DESIGNATION -  37 41
 AA1996  PID         -  AA1996
 AA1996  STATE/COUNTY-  AL/JEFFERSON
 AA1996  USGS QUAD   -  GILMORE (1975)
 AA1996
 AA1996                         *CURRENT SURVEY CONTROL
 AA1996  ___________________________________________________________________
 AA1996* NAD 83(1992)-  33 35 32.96110(N)    087 09 17.83183(W)     ADJUSTED  
 AA1996* NAVD 88     -       149.7    (meters)     491.     (feet)  VERTCON   
 AA1996  ___________________________________________________________________
 AA1996  X           -     263,983.981 (meters)                     COMP
 AA1996  Y           -  -5,311,946.079 (meters)                     COMP
 AA1996  Z           -   3,508,951.001 (meters)                     COMP
 AA1996  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AA1996  ELLIP HEIGHT-         121.06  (meters)          (07/29/02) GPS OBS
 AA1996  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AA1996
 AA1996  HORZ ORDER  -  FIRST
 AA1996  ELLP ORDER  -  FOURTH    CLASS I
 AA1996
 AA1996.The horizontal coordinates were established by GPS observations
 AA1996.and adjusted by the National Geodetic Survey in September 1994..
 AA1996
 AA1996.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1996.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1996
 AA1996.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1996
 AA1996.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1996
 AA1996.The ellipsoidal height was determined by GPS observations
 AA1996.and is referenced to NAD 83.
 AA1996
 AA1996.The geoid height was determined by GEOID03.
 AA1996
 AA1996;                    North         East     Units Scale Factor Converg.
 AA1996;SPC AL W     -   398,374.270   632,026.420   MT  0.99994597   +0 11 27.3
 AA1996;UTM  16      - 3,716,984.240   485,622.424   MT  0.99960255   -0 05 08.6
 AA1996
 AA1996!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1996!SPC AL W     -   0.99998100  x   0.99994597  =   0.99992697
 AA1996!UTM  16      -   0.99998100  x   0.99960255  =   0.99958355
 AA1996
 AA1996                          SUPERSEDED SURVEY CONTROL
 AA1996
 AA1996  ELLIP H (09/29/94)  121.13   (m)                       GP(       ) 3 2
 AA1996  NGVD 29 (09/29/94)  149.7    (m)          491.     (f) GPS OBS        
 AA1996
 AA1996.Superseded values are not recommended for survey control.
 AA1996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1996.See file dsdata.txt to determine how the superseded data were derived.
 AA1996
 AA1996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8562216984(NAD 83)
 AA1996_MARKER: DD = SURVEY DISK
 AA1996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1996_SP_SET: CONCRETE POST
 AA1996_STAMPING: 37-41 1993
 AA1996_MARK LOGO: ALHD  
 AA1996_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1996+STABILITY: SURFACE MOTION
 AA1996_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1996+SATELLITE: SATELLITE OBSERVATIONS - November 01, 2004
 AA1996
 AA1996  HISTORY     - Date     Condition        Report By
 AA1996  HISTORY     - 1993     MONUMENTED       ALHD
 AA1996  HISTORY     - 20041101 GOOD             ALPCO
 AA1996
 AA1996                          STATION DESCRIPTION
 AA1996
 AA1996'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1996'THE STATION IS LOCATED IN JEFFERSON COUNTY ON AN ALABAMA POWER COMPANY
 AA1996'HIGH VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 9.90 MI (15.93 KM)
 AA1996'WEST-NORTHWEST OF MAYTOWN AND ABOUT 10.70 MI (17.22 KM) WEST-SOUTHWEST
 AA1996'OF GRAYSVILLE. TO REACH THE STATION FROM EXIT 121 ON I-20 AND I-59
 AA1996'(MILE POST 0.15 ON ALA 269) IN BIRMINGHAM, DRIVE NORTHWEST ON ALA 269
 AA1996'FOR 20.25 MI (32.59 KM) TO MILE POST 20.40 AND A CROSS ROAD WITH
 AA1996'ALLIANCE ROAD ON THE LEFT AND FLAT TOP ROAD ON THE RIGHT, TURN LEFT ON
 AA1996'ALLIANCE ROAD AND DRIVE SOUTHWEST FOR 1.75 MI (2.82 KM) TO BLUFF CREEK
 AA1996'ROAD ON THE RIGHT, TURN RIGHT ON BLUFF CREEK ROAD AND DRIVE WEST UP A
 AA1996'STEEP HILL FOR 0.55 MI (0.89 KM) TO A PAVED ROAD ON THE LEFT, TURN
 AA1996'LEFT ON THE PAVED ROAD AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO A HIGH
 AA1996'VOLTAGE POWER LINE CROSSING AND THE STATION ON THE LEFT. THE STATION
 AA1996'IS 37.5 FT (11.4 M) EAST-NORTHEAST OF THE CENTER OF THE PAVED ROAD,
 AA1996'80.0 FT (24.4 M) SOUTHWEST OF A SINGLE POWER POLE, 102.2 FT (31.2 M)
 AA1996'SOUTH OF THE SOUTH POLE OF THREE POLE STRUCTURE NO. 36 OF THE NORTH
 AA1996'POWER LINE, 130.4 FT (39.7 M) SOUTH-SOUTHWEST OF THE NORTH POLE OF
 AA1996'THREE POLE STRUCTURE NO. 36 OF THE NORTH POWER LINE, 141.8 FT (43.2 M)
 AA1996'SOUTHEAST OF THE NORTH POLE OF THREE POLE STRUCTURE NO. 29 OF THE
 AA1996'SOUTH POWER LINE, 143.0 FT (43.6 M) EAST-SOUTHEAST OF THE SOUTH POLE
 AA1996'OF THREE POLE STRUCTURE NO. 29 OF THE SOUTH POWER LINE, 1.8 FT (0.5 M)
 AA1996'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA1996'STATION 37-42 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA1996
 AA1996                          STATION RECOVERY (2004)
 AA1996
 AA1996'RECOVERY NOTE BY ALABAMA POWER COMPANY 2004 (SL)
 AA1996'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1997 ***********************************************************************
 AA1997  DESIGNATION -  37 42
 AA1997  PID         -  AA1997
 AA1997  STATE/COUNTY-  AL/JEFFERSON
 AA1997  USGS QUAD   -  GILMORE (1975)
 AA1997
 AA1997                         *CURRENT SURVEY CONTROL
 AA1997  ___________________________________________________________________
 AA1997* NAD 83(1992)-  33 35 15.12390(N)    087 08 57.52929(W)     ADJUSTED  
 AA1997* NAVD 88     -       136.8    (meters)     449.     (feet)  VERTCON   
 AA1997  ___________________________________________________________________
 AA1997  X           -     264,521.418 (meters)                     COMP
 AA1997  Y           -  -5,312,212.991 (meters)                     COMP
 AA1997  Z           -   3,508,486.052 (meters)                     COMP
 AA1997  LAPLACE CORR-          -2.40  (seconds)                    DEFLEC99
 AA1997  ELLIP HEIGHT-         108.14  (meters)          (07/29/02) GPS OBS
 AA1997  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AA1997
 AA1997  HORZ ORDER  -  FIRST
 AA1997  ELLP ORDER  -  FOURTH    CLASS I
 AA1997
 AA1997.The horizontal coordinates were established by GPS observations
 AA1997.and adjusted by the National Geodetic Survey in September 1994..
 AA1997
 AA1997.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1997.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1997
 AA1997.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1997
 AA1997.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1997
 AA1997.The ellipsoidal height was determined by GPS observations
 AA1997.and is referenced to NAD 83.
 AA1997
 AA1997.The geoid height was determined by GEOID03.
 AA1997
 AA1997;                    North         East     Units Scale Factor Converg.
 AA1997;SPC AL W     -   397,826.502   632,551.737   MT  0.99994639   +0 11 38.4
 AA1997;UTM  16      - 3,716,434.132   486,144.911   MT  0.99960237   -0 04 57.4
 AA1997
 AA1997!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1997!SPC AL W     -   0.99998302  x   0.99994639  =   0.99992941
 AA1997!UTM  16      -   0.99998302  x   0.99960237  =   0.99958540
 AA1997
 AA1997                          SUPERSEDED SURVEY CONTROL
 AA1997
 AA1997  ELLIP H (09/29/94)  108.21   (m)                       GP(       ) 3 2
 AA1997  NGVD 29 (09/29/94)  136.8    (m)          449.     (f) GPS OBS        
 AA1997
 AA1997.Superseded values are not recommended for survey control.
 AA1997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1997.See file dsdata.txt to determine how the superseded data were derived.
 AA1997
 AA1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8614516434(NAD 83)
 AA1997_MARKER: DD = SURVEY DISK
 AA1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1997_SP_SET: CONCRETE POST
 AA1997_STAMPING: 37-42 1993
 AA1997_MARK LOGO: ALHD  
 AA1997_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1997+STABILITY: SURFACE MOTION
 AA1997_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1997+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1997
 AA1997  HISTORY     - Date     Condition        Report By
 AA1997  HISTORY     - 1993     MONUMENTED       ALHD
 AA1997
 AA1997                          STATION DESCRIPTION
 AA1997
 AA1997'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1997'THE STATION IS LOCATED IN JEFFERSON COUNTY ON AN ALABAMA POWER COMPANY
 AA1997'HIGH VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 9.60 MI (15.45 KM)
 AA1997'WEST-NORTHWEST OF MAYTOWN AND ABOUT 10.50 MI (16.90 KM) WEST-SOUTHWEST
 AA1997'OF GRAYSVILLE. TO REACH THE STATION FROM EXIT 121 ON I-20 AND I-59
 AA1997'(MILE POST 0.15 ON ALA 269) IN BIRMINGHAM, DRIVE NORTHWEST ON ALA 269
 AA1997'FOR 20.25 MI (32.59 KM) TO MILE POST 20.40 AND A CROSS ROAD WITH
 AA1997'ALLIANCE ROAD ON THE LEFT AND FLAT TOP ROAD ON THE RIGHT, TURN LEFT ON
 AA1997'ALLIANCE ROAD AND DRIVE SOUTHWEST FOR 1.75 MI (2.82 KM) TO BLUFF CREEK
 AA1997'ROAD ON THE RIGHT, TURN RIGHT ON BLUFF CREEK ROAD AND DRIVE WEST UP A
 AA1997'STEEP HILL FOR 0.05 MI (0.08 KM) TO A WOODS ROAD ON THE LEFT, TURN
 AA1997'LEFT ON THE WOODS ROAD AND DRIVE SOUTHWEST FOR 0.05 MI (0.08 KM) TO
 AA1997'THE BEGINNING OF PAVEMENT, CONTINUE SOUTHWEST ON THE OLD PAVED ROAD UP
 AA1997'A STEEP HILL FOR 0.15 MI (0.24 KM) TO A WOODS ROAD ON THE LEFT, TURN
 AA1997'LEFT ON THE WOODS ROAD AND DRIVE SOUTHEAST FOR 0.40 MI (0.64 KM) TO A
 AA1997'HIGH VOLTAGE POWER LINE CROSSING AND THE STATION ON THE LEFT. THE
 AA1997'STATION IS 53.0 FT (16.2 M) EAST-SOUTHEAST OF THE CENTER OF THE WOODS
 AA1997'ROAD, 71.8 FT (21.9 M) NORTH-NORTHEAST OF THE NORTH POLE OF A THREE
 AA1997'POLE STRUCTURE ON THE SOUTH POWER LINE, 72.2 FT (22.0 M)
 AA1997'SOUTH-SOUTHWEST OF THE SOUTH POLE OF TWO POLE STRUCTURE NO. X 39 ON
 AA1997'THE NORTH POWER LINE, 89.2 FT (27.2 M) SOUTH-SOUTHWEST OF THE NORTH
 AA1997'POLE OF TWO POLE STRUCTURE NO. X 39 ON THE NORTH POWER LINE, 100.5 FT
 AA1997'(30.6 M) NORTH-NORTHEAST OF THE SOUTH POLE OF A THREE POLE STRUCTURE
 AA1997'ON THE SOUTH POWER LINE, 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS
 AA1997'POST, AND SET FLUSH WITH THE GROUND. STATION 37-41 1993 MAY BE USED AS
 AA1997'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1998 ***********************************************************************
 AA1998  DESIGNATION -  37 43
 AA1998  PID         -  AA1998
 AA1998  STATE/COUNTY-  AL/JEFFERSON
 AA1998  USGS QUAD   -  ADAMSVILLE (1993)
 AA1998
 AA1998                         *CURRENT SURVEY CONTROL
 AA1998  ___________________________________________________________________
 AA1998* NAD 83(1992)-  33 32 14.45107(N)    086 57 54.97370(W)     ADJUSTED  
 AA1998* NAVD 88     -       180.6    (meters)     593.     (feet)  VERTCON   
 AA1998  ___________________________________________________________________
 AA1998  X           -     281,748.543 (meters)                     COMP
 AA1998  Y           -  -5,314,445.185 (meters)                     COMP
 AA1998  Z           -   3,503,871.536 (meters)                     COMP
 AA1998  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 AA1998  ELLIP HEIGHT-         151.58  (meters)          (07/29/02) GPS OBS
 AA1998  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA1998
 AA1998  HORZ ORDER  -  FIRST
 AA1998  ELLP ORDER  -  FOURTH    CLASS I
 AA1998
 AA1998.The horizontal coordinates were established by GPS observations
 AA1998.and adjusted by the National Geodetic Survey in September 1994..
 AA1998
 AA1998.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1998.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1998
 AA1998.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1998
 AA1998.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1998
 AA1998.The ellipsoidal height was determined by GPS observations
 AA1998.and is referenced to NAD 83.
 AA1998
 AA1998.The geoid height was determined by GEOID03.
 AA1998
 AA1998;                    North         East     Units Scale Factor Converg.
 AA1998;SPC AL W     -   392,333.348   649,664.052   MT  0.99996373   +0 17 43.6
 AA1998;UTM  16      - 3,710,860.456   503,224.479   MT  0.99960013   +0 01 09.1
 AA1998
 AA1998!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1998!SPC AL W     -   0.99997620  x   0.99996373  =   0.99993993
 AA1998!UTM  16      -   0.99997620  x   0.99960013  =   0.99957634
 AA1998
 AA1998                          SUPERSEDED SURVEY CONTROL
 AA1998
 AA1998  ELLIP H (09/29/94)  151.64   (m)                       GP(       ) 3 2
 AA1998  NGVD 29 (09/29/94)  180.5    (m)          592.     (f) GPS OBS        
 AA1998
 AA1998.Superseded values are not recommended for survey control.
 AA1998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1998.See file dsdata.txt to determine how the superseded data were derived.
 AA1998
 AA1998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0322410860(NAD 83)
 AA1998_MARKER: DD = SURVEY DISK
 AA1998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1998_SP_SET: CONCRETE POST
 AA1998_STAMPING: 37-43 1993
 AA1998_MARK LOGO: ALHD  
 AA1998_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1998+STABILITY: SURFACE MOTION
 AA1998_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1998+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1998
 AA1998  HISTORY     - Date     Condition        Report By
 AA1998  HISTORY     - 1993     MONUMENTED       ALHD
 AA1998
 AA1998                          STATION DESCRIPTION
 AA1998
 AA1998'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1998'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTH RIGHT OF WAY
 AA1998'OF ALA 269, IN BIRMINGHAM. TO REACH THE STATION FROM EXIT 121 ON I-20
 AA1998'AND I-59 (MILE POST 0.15 ON ALA 269) IN BIRMINGHAM, DRIVE NORTHWEST ON
 AA1998'ALA 269 FOR 5.40 MI (8.69 KM) TO MILE POST 5.55 AND THE STATION ON THE
 AA1998'RIGHT. THE STATION IS LOCATED ON THE HIGHEST POINT OF A FORTY FOOT
 AA1998'BACKSLOPE, 10.5 FT (3.2 M) NORTH OF THE CREST OF A FORTY FOOT
 AA1998'BACKSLOPE, 117.9 FT (35.9 M) NORTH OF THE CENTERLINE OF THE NORTH
 AA1998'BOUND LANES OF ALA 269, 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS
 AA1998'POST, AND SET FLUSH WITH THE GROUND. STATION 37-44 1993 MAY BE USED AS
 AA1998'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1999 ***********************************************************************
 AA1999  DESIGNATION -  37 44
 AA1999  PID         -  AA1999
 AA1999  STATE/COUNTY-  AL/JEFFERSON
 AA1999  USGS QUAD   -  ADAMSVILLE (1993)
 AA1999
 AA1999                         *CURRENT SURVEY CONTROL
 AA1999  ___________________________________________________________________
 AA1999* NAD 83(1992)-  33 32 11.04077(N)    086 57 33.83685(W)     ADJUSTED  
 AA1999* NAVD 88     -       174.1    (meters)     571.     (feet)  VERTCON   
 AA1999  ___________________________________________________________________
 AA1999  X           -     282,295.930 (meters)                     COMP
 AA1999  Y           -  -5,314,468.884 (meters)                     COMP
 AA1999  Z           -   3,503,780.392 (meters)                     COMP
 AA1999  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AA1999  ELLIP HEIGHT-         145.13  (meters)          (07/29/02) GPS OBS
 AA1999  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA1999
 AA1999  HORZ ORDER  -  FIRST
 AA1999  ELLP ORDER  -  FOURTH    CLASS I
 AA1999
 AA1999.The horizontal coordinates were established by GPS observations
 AA1999.and adjusted by the National Geodetic Survey in September 1994..
 AA1999
 AA1999.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1999.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1999
 AA1999.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1999
 AA1999.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1999
 AA1999.The ellipsoidal height was determined by GPS observations
 AA1999.and is referenced to NAD 83.
 AA1999
 AA1999.The geoid height was determined by GEOID03.
 AA1999
 AA1999;                    North         East     Units Scale Factor Converg.
 AA1999;SPC AL W     -   392,231.111   650,209.919   MT  0.99996440   +0 17 55.2
 AA1999;UTM  16      - 3,710,755.626   503,769.648   MT  0.99960018   +0 01 20.8
 AA1999
 AA1999!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1999!SPC AL W     -   0.99997722  x   0.99996440  =   0.99994162
 AA1999!UTM  16      -   0.99997722  x   0.99960018  =   0.99957741
 AA1999
 AA1999                          SUPERSEDED SURVEY CONTROL
 AA1999
 AA1999  ELLIP H (09/29/94)  145.18   (m)                       GP(       ) 3 2
 AA1999  NGVD 29 (09/29/94)  174.1    (m)          571.     (f) GPS OBS        
 AA1999
 AA1999.Superseded values are not recommended for survey control.
 AA1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1999.See file dsdata.txt to determine how the superseded data were derived.
 AA1999
 AA1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0377010756(NAD 83)
 AA1999_MARKER: DD = SURVEY DISK
 AA1999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1999_SP_SET: CONCRETE POST
 AA1999_STAMPING: 37-44 1993
 AA1999_MARK LOGO: ALHD  
 AA1999_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1999+STABILITY: SURFACE MOTION
 AA1999_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1999+SATELLITE: SATELLITE OBSERVATIONS - June 04, 2004
 AA1999
 AA1999  HISTORY     - Date     Condition        Report By
 AA1999  HISTORY     - 1993     MONUMENTED       ALHD
 AA1999  HISTORY     - 20040604 GOOD             MAPTEC
 AA1999
 AA1999                          STATION DESCRIPTION
 AA1999
 AA1999'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1999'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTH RIGHT OF WAY
 AA1999'OF ALA 269, IN BIRMINGHAM. TO REACH THE STATION FROM EXIT 121 ON I-20
 AA1999'AND I-59 (MILE POST 0.15 ON ALA 269) IN BIRMINGHAM, DRIVE NORTHWEST ON
 AA1999'ALA 269 FOR 5.05 MI (8.13 KM) TO MILE POST 5.20 AND THE STATION ON THE
 AA1999'RIGHT. THE STATION IS LOCATED ON THE HIGHEST POINT OF A FORTY FOOT
 AA1999'BACKSLOPE, 8.0 FT (2.4 M) NORTH OF THE CREST OF A FORTY FOOT
 AA1999'BACKSLOPE, 117.5 FT (35.8 M) NORTH OF THE CENTERLINE OF THE NORTH
 AA1999'BOUND LANES OF ALA 269, 1.8 FT (0.5 M) SOUTHWEST OF A CARSONITE
 AA1999'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-43 1993 MAY BE
 AA1999'USED AS AN AZIMUTH FOR THIS STATION.
 AA1999
 AA1999                          STATION RECOVERY (2004)
 AA1999
 AA1999'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (CDP)
 AA1999'RECOVERED AS DESCRIBED, MARK IN GOOD CONDITION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2000 ***********************************************************************
 AA2000  DESIGNATION -  37 45
 AA2000  PID         -  AA2000
 AA2000  STATE/COUNTY-  AL/JEFFERSON
 AA2000  USGS QUAD   -  CREEL (1978)
 AA2000
 AA2000                         *CURRENT SURVEY CONTROL
 AA2000  ___________________________________________________________________
 AA2000* NAD 83(1992)-  33 45 20.97249(N)    086 58 21.23767(W)     ADJUSTED  
 AA2000* NAVD 88     -       153.1    (meters)     502.     (feet)  VERTCON   
 AA2000  ___________________________________________________________________
 AA2000  X           -     280,361.527 (meters)                     COMP
 AA2000  Y           -  -5,301,050.374 (meters)                     COMP
 AA2000  Z           -   3,524,030.008 (meters)                     COMP
 AA2000  LAPLACE CORR-          -3.58  (seconds)                    DEFLEC99
 AA2000  ELLIP HEIGHT-         124.51  (meters)          (07/29/02) GPS OBS
 AA2000  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AA2000
 AA2000  HORZ ORDER  -  FIRST
 AA2000  ELLP ORDER  -  FOURTH    CLASS I
 AA2000
 AA2000.The horizontal coordinates were established by GPS observations
 AA2000.and adjusted by the National Geodetic Survey in September 1994..
 AA2000
 AA2000.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2000.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2000
 AA2000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2000
 AA2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2000
 AA2000.The ellipsoidal height was determined by GPS observations
 AA2000.and is referenced to NAD 83.
 AA2000
 AA2000.The geoid height was determined by GEOID03.
 AA2000
 AA2000;                    North         East     Units Scale Factor Converg.
 AA2000;SPC AL W     -   416,561.391   648,862.861   MT  0.99996276   +0 17 35.1
 AA2000;UTM  16      - 3,735,083.290   502,540.695   MT  0.99960008   +0 00 54.9
 AA2000
 AA2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2000!SPC AL W     -   0.99998045  x   0.99996276  =   0.99994321
 AA2000!UTM  16      -   0.99998045  x   0.99960008  =   0.99958054
 AA2000
 AA2000                          SUPERSEDED SURVEY CONTROL
 AA2000
 AA2000  ELLIP H (09/29/94)  124.57   (m)                       GP(       ) 3 2
 AA2000  NGVD 29 (09/29/94)  153.1    (m)          502.     (f) GPS OBS        
 AA2000
 AA2000.Superseded values are not recommended for survey control.
 AA2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2000.See file dsdata.txt to determine how the superseded data were derived.
 AA2000
 AA2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0254135083(NAD 83)
 AA2000_MARKER: DD = SURVEY DISK
 AA2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2000_SP_SET: CONCRETE POST
 AA2000_STAMPING: 37-45 1993
 AA2000_MARK LOGO: ALHD  
 AA2000_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2000+STABILITY: SURFACE MOTION
 AA2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2000+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2000
 AA2000  HISTORY     - Date     Condition        Report By
 AA2000  HISTORY     - 1993     MONUMENTED       ALHD
 AA2000
 AA2000                          STATION DESCRIPTION
 AA2000
 AA2000'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2000'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF JEFFERSON COUNTY
 AA2000'ROAD NO. 140, ABOUT 8.70 MI (14.00 KM) NORTH-NORTHWEST OF BROOKSIDE
 AA2000'AND ABOUT 9.50 MI (15.29 KM) WEST OF MORRIS. TO REACH THE STATION FROM
 AA2000'EXIT 123 0N I-20 AND I-59 (MILE POST 99.75 ON U.S. 78) IN BIRMINGHAM,
 AA2000'DRIVE NORTHWEST ON U.S. 78 FOR 18.40 MI (29.61 KM) TO MILE POST 81.35
 AA2000'AND JEFFERSON COUNTY ROAD NO. 140 (WARRIOR JASPER ROAD) ON THE RIGHT,
 AA2000'TURN RIGHT ON JEFFERSON COUNTY ROAD NO. 140 AND DRIVE NORTHEAST FOR
 AA2000'3.05 MI (4.91 KM) TO THE STATION ON THE LEFT. THE STATION IS 27.5 FT
 AA2000'(8.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF JEFFERSON COUNTY ROAD NO.
 AA2000'140, 51.8 FT (15.8 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A
 AA2000'BOARD FENCE ACROSS THE ROAD, 114.0 FT (34.7 M) EAST-NORTHEAST OF A
 AA2000'SCHOOL BUS STOP AHEAD SIGN, 121.6 FT (37.1 M) EAST-NORTHEAST OF A
 AA2000'JUNCTION POWER POLE, 130.8 FT (39.9 M) WEST-SOUTHWEST OF A GRAPHIC
 AA2000'CURVE AND 40 MPH SIGN, 145.3 FT (44.3 M) EAST-NORTHEAST OF THE EAST
 AA2000'END OF THE NORTH HEADWALL OF A THIRTYSIX BY NINETEEN-INCH CONCRETE
 AA2000'PIPE UNDER JEFFERSON COUNTY ROAD NO. 140, 1.8 FT (0.5 M) SOUTH OF A
 AA2000'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-46
 AA2000'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2001 ***********************************************************************
 AA2001  DESIGNATION -  37 46
 AA2001  PID         -  AA2001
 AA2001  STATE/COUNTY-  AL/JEFFERSON
 AA2001  USGS QUAD   -  CREEL (1978)
 AA2001
 AA2001                         *CURRENT SURVEY CONTROL
 AA2001  ___________________________________________________________________
 AA2001* NAD 83(1992)-  33 45 27.98068(N)    086 57 58.89786(W)     ADJUSTED  
 AA2001* NAVD 88     -       137.9    (meters)     452.     (feet)  VERTCON   
 AA2001  ___________________________________________________________________
 AA2001  X           -     280,928.644 (meters)                     COMP
 AA2001  Y           -  -5,300,887.533 (meters)                     COMP
 AA2001  Z           -   3,524,201.082 (meters)                     COMP
 AA2001  LAPLACE CORR-          -3.62  (seconds)                    DEFLEC99
 AA2001  ELLIP HEIGHT-         109.30  (meters)          (07/29/02) GPS OBS
 AA2001  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AA2001
 AA2001  HORZ ORDER  -  FIRST
 AA2001  ELLP ORDER  -  FOURTH    CLASS I
 AA2001
 AA2001.The horizontal coordinates were established by GPS observations
 AA2001.and adjusted by the National Geodetic Survey in September 1994..
 AA2001
 AA2001.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2001
 AA2001.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2001
 AA2001.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2001
 AA2001.The ellipsoidal height was determined by GPS observations
 AA2001.and is referenced to NAD 83.
 AA2001
 AA2001.The geoid height was determined by GEOID03.
 AA2001
 AA2001;                    North         East     Units Scale Factor Converg.
 AA2001;SPC AL W     -   416,780.265   649,436.644   MT  0.99996345   +0 17 47.5
 AA2001;UTM  16      - 3,735,299.300   503,115.323   MT  0.99960012   +0 01 07.3
 AA2001
 AA2001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2001!SPC AL W     -   0.99998284  x   0.99996345  =   0.99994629
 AA2001!UTM  16      -   0.99998284  x   0.99960012  =   0.99958297
 AA2001
 AA2001                          SUPERSEDED SURVEY CONTROL
 AA2001
 AA2001  ELLIP H (09/29/94)  109.36   (m)                       GP(       ) 3 2
 AA2001  NGVD 29 (09/29/94)  137.9    (m)          452.     (f) GPS OBS        
 AA2001
 AA2001.Superseded values are not recommended for survey control.
 AA2001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2001.See file dsdata.txt to determine how the superseded data were derived.
 AA2001
 AA2001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0311535299(NAD 83)
 AA2001_MARKER: DD = SURVEY DISK
 AA2001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2001_SP_SET: CONCRETE POST
 AA2001_STAMPING: 37-46 1993
 AA2001_MARK LOGO: ALHD  
 AA2001_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2001+STABILITY: SURFACE MOTION
 AA2001_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2001+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2001
 AA2001  HISTORY     - Date     Condition        Report By
 AA2001  HISTORY     - 1993     MONUMENTED       ALHD
 AA2001
 AA2001                          STATION DESCRIPTION
 AA2001
 AA2001'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2001'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF JEFFERSON COUNTY
 AA2001'ROAD NO. 140, ABOUT 8.70 MI (14.00 KM) NORTH-NORTHWEST OF BROOKSIDE
 AA2001'AND ABOUT 9.10 MI (14.64 KM) WEST OF MORRIS. TO REACH THE STATION FROM
 AA2001'EXIT 123 0N I-20 AND I-59 (MILE POST 99.75 ON U.S. 78) IN BIRMINGHAM,
 AA2001'DRIVE NORTHWEST ON U.S. 78 FOR 18.40 MI (29.61 KM) TO MILE POST 81.35
 AA2001'AND JEFFERSON COUNTY ROAD NO. 140 (WARRIOR JASPER ROAD) ON THE RIGHT,
 AA2001'TURN RIGHT ON JEFFERSON COUNTY ROAD NO. 140 AND DRIVE NORTHEAST FOR
 AA2001'3.45 MI (5.55 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA2001'(0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS,
 AA2001'5.9 FT (1.8 M) EAST-SOUTHEAST OF A THREE BY EIGHT-INCH BRACED WOOD
 AA2001'POST IN THE FENCE LINE, 36.5 FT (11.1 M) NORTH OF THE CENTERLINE OF
 AA2001'JEFFERSON COUNTY ROAD NO. 140, 58.0 FT (17.7 M) WEST OF A CROSS TIE
 AA2001'POST AT AN ANGLE IN THE FENCE LINE, 78.9 FT (24.0 M) EAST-NORTHEAST OF
 AA2001'POWER POLE NO. 40, 3.2 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST,
 AA2001'AND SET FLUSH WITH THE GROUND. STATION 37-45 1993 MAY BE USED AS AN
 AA2001'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2002 ***********************************************************************
 AA2002  DESIGNATION -  37 47
 AA2002  PID         -  AA2002
 AA2002  STATE/COUNTY-  AL/JEFFERSON
 AA2002  USGS QUAD   -  GARDENDALE (1979)
 AA2002
 AA2002                         *CURRENT SURVEY CONTROL
 AA2002  ___________________________________________________________________
 AA2002* NAD 83(1992)-  33 42 06.31228(N)    086 49 05.49469(W)     ADJUSTED  
 AA2002* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 AA2002  ___________________________________________________________________
 AA2002  X           -     294,829.160 (meters)                     COMP
 AA2002  Y           -  -5,303,620.822 (meters)                     COMP
 AA2002  Z           -   3,519,055.193 (meters)                     COMP
 AA2002  LAPLACE CORR-          -2.34  (seconds)                    DEFLEC99
 AA2002  ELLIP HEIGHT-         148.49  (meters)          (07/29/02) GPS OBS
 AA2002  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA2002
 AA2002  HORZ ORDER  -  FIRST
 AA2002  ELLP ORDER  -  FOURTH    CLASS I
 AA2002
 AA2002.The horizontal coordinates were established by GPS observations
 AA2002.and adjusted by the National Geodetic Survey in September 1994..
 AA2002
 AA2002.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2002
 AA2002.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2002
 AA2002.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2002
 AA2002.The ellipsoidal height was determined by GPS observations
 AA2002.and is referenced to NAD 83.
 AA2002
 AA2002.The geoid height was determined by GEOID03.
 AA2002
 AA2002;                    North         East     Units Scale Factor Converg.
 AA2002;SPC AL W     -   410,647.928   663,204.243   MT  0.99998256   +0 22 42.0
 AA2002;UTM  16      - 3,729,102.621   516,847.945   MT  0.99960350   +0 06 03.2
 AA2002
 AA2002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2002!SPC AL W     -   0.99997669  x   0.99998256  =   0.99995925
 AA2002!UTM  16      -   0.99997669  x   0.99960350  =   0.99958020
 AA2002
 AA2002                          SUPERSEDED SURVEY CONTROL
 AA2002
 AA2002  ELLIP H (09/29/94)  148.54   (m)                       GP(       ) 3 2
 AA2002  NGVD 29 (09/29/94)  177.4    (m)          582.     (f) GPS OBS        
 AA2002
 AA2002.Superseded values are not recommended for survey control.
 AA2002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2002.See file dsdata.txt to determine how the superseded data were derived.
 AA2002
 AA2002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1684829103(NAD 83)
 AA2002_MARKER: DD = SURVEY DISK
 AA2002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2002_SP_SET: CONCRETE POST
 AA2002_STAMPING: 37-47 1993
 AA2002_MARK LOGO: ALHD  
 AA2002_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2002+STABILITY: SURFACE MOTION
 AA2002_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2002+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2006
 AA2002
 AA2002  HISTORY     - Date     Condition        Report By
 AA2002  HISTORY     - 1993     MONUMENTED       ALHD
 AA2002  HISTORY     - 20060901 GOOD             GEOCAC
 AA2002
 AA2002                          STATION DESCRIPTION
 AA2002
 AA2002'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2002'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2002'U.S. 31, ABOUT 3.25 MI (5.23 KM) SOUTH-SOUTHWEST OF MORRIS AND ABOUT
 AA2002'4.20 MI (6.76 KM) NORTH-NORTHWEST OF GARDENDALE. TO REACH THE STATION
 AA2002'FROM EXIT 275 ON I-65, DRIVE EAST ON A PAVED ROAD FOR 0.25 MI (0.40
 AA2002'KM) TO U.S. 31 LEFT AND RIGHT (MILE POST 291.10 ON U.S. 31), TURN
 AA2002'RIGHT ON U.S. 31 AND DRIVE SOUTH FOR 1.25 MI (2.01 KM) TO THE STATION
 AA2002'ON THE RIGHT ACROSS A FRONTAGE ROAD. THE STATION IS 19.5 FT (5.9 M)
 AA2002'NORTH-NORTHWEST OF THE CENTER OF A ROUND STEEL WATER VALVE COVER, 24.0
 AA2002'FT (7.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF A FRONTAGE ROAD, 46.3
 AA2002'FT (14.1 M) WEST-NORTHWEST OF AN AT AND T FIBER OPTIC CABLE MARKER
 AA2002'ACROSS THE FRONTAGE ROAD, 69.0 FT (21.0 M) NORTHWEST OF CABLE POLE NO.
 AA2002'8366 ACROSS THE FRONTAGE ROAD, 75.6 FT (23.0 M) SOUTH-SOUTHEAST OF THE
 AA2002'EAST END OF A HOG WIRE FENCE, 97.9 FT (29.8 M) SOUTH-SOUTHWEST OF AN
 AA2002'AT AND T FIBER OPTIC CABLE MARKER ACROSS THE FRONTAGE ROAD, 122.4 FT
 AA2002'(37.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 AA2002'U.S. 31, 140.0 FT (42.7 M) NORTHEAST OF JUNCTION POWER POLE NO. X 610,
 AA2002'188.0 FT (57.3 M) NORTH-NORTHWEST OF THE CENTER OF HICKORY ROAD, 41.6
 AA2002'FT (12.7 M) WEST OF A CARSONITE WITNESS POST ACROSS THE FRONTAGE ROAD,
 AA2002'AND SET FLUSH WITH THE GROUND. STATION 37-48 1993 MAY BE USED AS AN
 AA2002'AZIMUTH FOR THIS STATION.
 AA2002
 AA2002                          STATION RECOVERY (2006)
 AA2002
 AA2002'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA2002'WITNESS POST NO LONGER EXISTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2003 ***********************************************************************
 AA2003  DESIGNATION -  37 48
 AA2003  PID         -  AA2003
 AA2003  STATE/COUNTY-  AL/JEFFERSON
 AA2003  USGS QUAD   -  GARDENDALE (1979)
 AA2003
 AA2003                         *CURRENT SURVEY CONTROL
 AA2003  ___________________________________________________________________
 AA2003* NAD 83(1992)-  33 42 31.48274(N)    086 49 11.38339(W)     ADJUSTED  
 AA2003* NAVD 88     -       182.7    (meters)     599.     (feet)  VERTCON   
 AA2003  ___________________________________________________________________
 AA2003  X           -     294,654.110 (meters)                     COMP
 AA2003  Y           -  -5,303,203.838 (meters)                     COMP
 AA2003  Z           -   3,519,703.226 (meters)                     COMP
 AA2003  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 AA2003  ELLIP HEIGHT-         153.66  (meters)          (07/29/02) GPS OBS
 AA2003  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AA2003
 AA2003  HORZ ORDER  -  FIRST
 AA2003  ELLP ORDER  -  FOURTH    CLASS I
 AA2003
 AA2003.The horizontal coordinates were established by GPS observations
 AA2003.and adjusted by the National Geodetic Survey in September 1994..
 AA2003
 AA2003.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2003
 AA2003.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2003
 AA2003.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2003
 AA2003.The ellipsoidal height was determined by GPS observations
 AA2003.and is referenced to NAD 83.
 AA2003
 AA2003.The geoid height was determined by GEOID03.
 AA2003
 AA2003;                    North         East     Units Scale Factor Converg.
 AA2003;SPC AL W     -   411,422.407   663,047.496   MT  0.99998232   +0 22 39.0
 AA2003;UTM  16      - 3,729,877.556   516,695.009   MT  0.99960344   +0 05 60.0
 AA2003
 AA2003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2003!SPC AL W     -   0.99997588  x   0.99998232  =   0.99995820
 AA2003!UTM  16      -   0.99997588  x   0.99960344  =   0.99957933
 AA2003
 AA2003                          SUPERSEDED SURVEY CONTROL
 AA2003
 AA2003  ELLIP H (09/29/94)  153.72   (m)                       GP(       ) 3 2
 AA2003  NGVD 29 (09/29/94)  182.6    (m)          599.     (f) GPS OBS        
 AA2003
 AA2003.Superseded values are not recommended for survey control.
 AA2003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2003.See file dsdata.txt to determine how the superseded data were derived.
 AA2003
 AA2003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1669529878(NAD 83)
 AA2003_MARKER: DD = SURVEY DISK
 AA2003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2003_SP_SET: CONCRETE POST
 AA2003_STAMPING: 37-48 1993
 AA2003_MARK LOGO: ALHD  
 AA2003_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2003+STABILITY: SURFACE MOTION
 AA2003_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2003+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2003
 AA2003  HISTORY     - Date     Condition        Report By
 AA2003  HISTORY     - 1993     MONUMENTED       ALHD
 AA2003
 AA2003                          STATION DESCRIPTION
 AA2003
 AA2003'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2003'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2003'U.S. 31, ABOUT 2.75 MI (4.43 KM) SOUTH-SOUTHWEST OF MORRIS AND ABOUT
 AA2003'4.70 MI (7.56 KM) NORTH-NORTHWEST OF GARDENDALE. TO REACH THE STATION
 AA2003'FROM EXIT 275 ON I-65, DRIVE EAST ON A PAVED ROAD FOR 0.25 MI (0.40
 AA2003'KM) TO U.S. 31 LEFT AND RIGHT (MILE POST 291.10 ON U.S. 31), TURN
 AA2003'RIGHT ON U.S. 31 AND DRIVE SOUTH FOR 0.75 MI (1.21 KM) TO THE STATION
 AA2003'ON THE LEFT. THE STATION IS 13.2 FT (4.0 M) SOUTH-SOUTHEAST OF A
 AA2003'CONCRETE WATER VALVE MARKER, 19.5 FT (5.9 M) SOUTH OF A SOUTH CENTRAL
 AA2003'BELL FIBER OPTIC CABLE MARKER, 22.4 FT (6.8 M) SOUTH OF A TWELVE-INCH
 AA2003'CORREGATED METAL PIPE OVER A WATER VALVE, 44.8 FT (13.7 M) NORTH OF
 AA2003'THE NORTHEAST OF A FORTYTWO-INCH BCCM PIPE UNDER A DRIVEWAY, 62.1 FT
 AA2003'(18.9 M) EAST-NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 AA2003'U.S. 31, 65.0 FT (19.8 M) NORTH-NORTHWEST OF THE CENTER OF A GRAVEL
 AA2003'DRIVEWAY, 86.8 FT (26.5 M) SOUTH-SOUTHWEST OF THE WEST POST OF A
 AA2003'BILLBOARD WITH A FOR LEASE SIGN, 1.9 FT (0.6 M) WEST OF A CARSONITE
 AA2003'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-47 1993 MAY BE
 AA2003'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2004 ***********************************************************************
 AA2004  DESIGNATION -  37 49
 AA2004  PID         -  AA2004
 AA2004  STATE/COUNTY-  AL/JEFFERSON
 AA2004  USGS QUAD   -  PINSON (1979)
 AA2004
 AA2004                         *CURRENT SURVEY CONTROL
 AA2004  ___________________________________________________________________
 AA2004* NAD 83(1992)-  33 42 21.45326(N)    086 44 39.93021(W)     ADJUSTED  
 AA2004* NAVD 88     -       179.6    (meters)     589.     (feet)  VERTCON   
 AA2004  ___________________________________________________________________
 AA2004  X           -     301,642.685 (meters)                     COMP
 AA2004  Y           -  -5,302,980.107 (meters)                     COMP
 AA2004  Z           -   3,519,444.438 (meters)                     COMP
 AA2004  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 AA2004  ELLIP HEIGHT-         150.56  (meters)          (07/29/02) GPS OBS
 AA2004  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AA2004
 AA2004  HORZ ORDER  -  FIRST
 AA2004  ELLP ORDER  -  FOURTH    CLASS I
 AA2004
 AA2004.The horizontal coordinates were established by GPS observations
 AA2004.and adjusted by the National Geodetic Survey in September 1994..
 AA2004
 AA2004.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2004.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2004
 AA2004.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2004
 AA2004.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2004
 AA2004.The ellipsoidal height was determined by GPS observations
 AA2004.and is referenced to NAD 83.
 AA2004
 AA2004.The geoid height was determined by GEOID03.
 AA2004
 AA2004;                    North         East     Units Scale Factor Converg.
 AA2004;SPC AL W     -   411,162.009   670,039.340   MT  0.99999379   +0 25 09.5
 AA2004;UTM  16      - 3,729,583.412   523,682.833   MT  0.99960691   +0 08 30.6
 AA2004
 AA2004!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2004!SPC AL W     -   0.99997636  x   0.99999379  =   0.99997015
 AA2004!UTM  16      -   0.99997636  x   0.99960691  =   0.99958328
 AA2004
 AA2004                          SUPERSEDED SURVEY CONTROL
 AA2004
 AA2004  ELLIP H (09/29/94)  150.62   (m)                       GP(       ) 3 2
 AA2004  NGVD 29 (09/29/94)  179.6    (m)          589.     (f) GPS OBS        
 AA2004
 AA2004.Superseded values are not recommended for survey control.
 AA2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2004.See file dsdata.txt to determine how the superseded data were derived.
 AA2004
 AA2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2368329583(NAD 83)
 AA2004_MARKER: DD = SURVEY DISK
 AA2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2004_SP_SET: CONCRETE POST
 AA2004_STAMPING: 37-49 1993
 AA2004_MARK LOGO: ALHD  
 AA2004_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2004+STABILITY: SURFACE MOTION
 AA2004_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2004+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2004
 AA2004  HISTORY     - Date     Condition        Report By
 AA2004  HISTORY     - 1993     MONUMENTED       ALHD
 AA2004
 AA2004                          STATION DESCRIPTION
 AA2004
 AA2004'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2004'THE STATION IS LOCATED IN JEFFERSON COUNTY ON AN ALABAMA POWER COMPANY
 AA2004'HIGH VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 5.10 MI (8.21 KM)
 AA2004'SOUTHEAST OF MORRIS AND ABOUT 5.70 MI (9.17 KM) NORTHEAST OF
 AA2004'GARDENDALE. TO REACH THE STATION FROM EXIT 267 ON I-65, DRIVE EAST ON
 AA2004'WALKER CHAPEL ROAD FOR 0.75 MI (1.21 KM) TO U.S. 31 LEFT AND RIGHT AT
 AA2004'A TRAFFIC LIGHT, CONTINUE EAST AND NORTHEAST ON NEW CASTLE ROAD FOR
 AA2004'8.00 MI (12.87 KM) TO BLUEBERRY LN ON THE LEFT AND A HIGH VOLTAGE
 AA2004'POWER LINE CROSSING, TURN LEFT ON A WOODS ROAD UNDER THE POWER LINE
 AA2004'AND DRIVE WEST-SOUTHWEST FOR 0.05 MI (0.08 KM) TO THE HIGHEST POINT OF
 AA2004'THE CLEARING AND THE STATION. THE STATION IS LOCATED ON THE SOUTH SIDE
 AA2004'OF A HIGH VOLTAGE POWER LINE RIGHT OF WAY, 83.7 FT (25.5 M)
 AA2004'EAST-SOUTHEAST OF A POWER POLE, 118.5 FT (36.1 M) SOUTHWEST OF THE
 AA2004'SOUTHWEST CORNER OF A POWER LINE STEEL TOWER, 2.0 FT (0.6 M) NORTHEAST
 AA2004'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. JEFFERSON
 AA2004'COUNTY STATION 08-28-01 1991 MAY BE USED FOR AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2745 ***********************************************************************
 DH2745  DESIGNATION -  37 5
 DH2745  PID         -  DH2745
 DH2745  STATE/COUNTY-  AL/JEFFERSON
 DH2745  USGS QUAD   -  CONCORD (1979)
 DH2745
 DH2745                         *CURRENT SURVEY CONTROL
 DH2745  ___________________________________________________________________
 DH2745* NAD 83(1992)-  33 29 59.84603(N)    087 07 06.63754(W)     ADJUSTED  
 DH2745* NAVD 88     -       153.4    (meters)     503.     (feet)  VERTCON   
 DH2745  ___________________________________________________________________
 DH2745  X           -     267,647.835 (meters)                     COMP
 DH2745  Y           -  -5,317,444.367 (meters)                     COMP
 DH2745  Z           -   3,500,399.032 (meters)                     COMP
 DH2745  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 DH2745  ELLIP HEIGHT-         124.47  (meters)          (07/29/02) GPS OBS
 DH2745  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DH2745
 DH2745  HORZ ORDER  -  FIRST
 DH2745  ELLP ORDER  -  FOURTH    CLASS I
 DH2745
 DH2745.The horizontal coordinates were established by GPS observations
 DH2745.and adjusted by the National Geodetic Survey in December 1992..
 DH2745
 DH2745.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2745.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2745
 DH2745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2745
 DH2745.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2745
 DH2745.The ellipsoidal height was determined by GPS observations
 DH2745.and is referenced to NAD 83.
 DH2745
 DH2745.The geoid height was determined by GEOID03.
 DH2745
 DH2745;                    North         East     Units Scale Factor Converg.
 DH2745;SPC AL W     -   388,123.620   635,446.739   MT  0.99994882   +0 12 38.0
 DH2745;UTM  16      - 3,706,720.762   488,992.106   MT  0.99960149   -0 03 55.5
 DH2745
 DH2745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2745!SPC AL W     -   0.99998046  x   0.99994882  =   0.99992928
 DH2745!UTM  16      -   0.99998046  x   0.99960149  =   0.99958196
 DH2745
 DH2745                          SUPERSEDED SURVEY CONTROL
 DH2745
 DH2745  ELLIP H (12/04/92)  124.54   (m)                       GP(       ) 4 1
 DH2745  NAD 83(1986)-  33 29 59.85086(N)    087 07 06.63887(W) AD(       ) 1
 DH2745  NGVD 29 (12/04/92)  153.3    (m)          503.     (f) GPS OBS        
 DH2745
 DH2745.Superseded values are not recommended for survey control.
 DH2745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2745.See file dsdata.txt to determine how the superseded data were derived.
 DH2745
 DH2745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8899206721(NAD 83)
 DH2745_MARKER: DD = SURVEY DISK
 DH2745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2745_SP_SET: CONCRETE POST
 DH2745_STAMPING: 37 - 5 1989
 DH2745_MARK LOGO: ALHD  
 DH2745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2745+STABILITY: SURFACE MOTION
 DH2745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2745+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1990
 DH2745
 DH2745  HISTORY     - Date     Condition        Report By
 DH2745  HISTORY     - 1989     MONUMENTED       ALHD
 DH2745  HISTORY     - 19900228 GOOD
 DH2745
 DH2745                          STATION DESCRIPTION
 DH2745
 DH2745'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2745'THE STATION IS LOCATED IN WESTERN JEFFERSON COUNTY APPROXIMATELY 12 MI
 DH2745'(19.3 KM) WEST OF BIRMINGHAM ON THE WEST RIGHT OF WAY OF JEFFERSON
 DH2745'COUNTY ROAD NO. 46.
 DH2745'TO REACH THE STATION FROM THE JUNCTION OF ALA. 269 AND JEFFERSON CO.
 DH2745'ROAD NO. 61 6.7 MI (10.8 KM) SOUTH OF THE JEFFERSON-WALKER COUNTY
 DH2745'LINE, DRIVE SOUTHWEST ON JEFFERSON CO. RD. NO. 61 1.90 MI (3.06 KM)
 DH2745'TO JEFFERSON CO. RD. NO. 23, TURN LEFT ON JEFFERSON CO. RD. NO. 23 AND
 DH2745'DRIVE SOUTH 0.10 MI (0.16 KM) TO LINK ROAD LEFT, TURN LEFT ON LINK
 DH2745'ROAD AND DRIVE SOUTHEASTERLY 2.35 MI (3.78 KM) TO JEFFERSON CO. RD.
 DH2745'NO. 46, TURN LEFT ON JEFFERSON CO. RD. NO. 46 AND DRIVE SOUTHEASTERLY
 DH2745'0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT AT A RECLAIMED STRIP
 DH2745'MINE.
 DH2745'THE STATION IS 41.0 FT (12.5 M) SOUTHWEST OF THE CENTERLINE OF
 DH2745'JEFFERSON CO. RD.NO. 46, 49.0 FT (14.9 M) NORTHWEST OF A POWER POLE
 DH2745'WITH 2 GUY WIRES, 156.0 FT (47.5 M) SOUTHEAST OF A JUNCTION POWER
 DH2745'POLE WITH 2 GUY WIRES, 3.3 FT (1.0 M) EAST OF A CARSONITE WITNESS
 DH2745'POST, AND SET FLUSH WITH THE GROUND.
 DH2745'STATION 37 - 6 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2745
 DH2745                          STATION RECOVERY (1990)
 DH2745
 DH2745'RECOVERED 1990
 DH2745'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2005 ***********************************************************************
 AA2005  DESIGNATION -  37 50
 AA2005  PID         -  AA2005
 AA2005  STATE/COUNTY-  AL/JEFFERSON
 AA2005  USGS QUAD   -  PINSON (1979)
 AA2005
 AA2005                         *CURRENT SURVEY CONTROL
 AA2005  ___________________________________________________________________
 AA2005* NAD 83(1992)-  33 37 42.01072(N)    086 43 51.45614(W)     ADJUSTED  
 AA2005* NAVD 88     -       200.6    (meters)     658.     (feet)  VERTCON   
 AA2005  ___________________________________________________________________
 AA2005  X           -     303,162.097 (meters)                     COMP
 AA2005  Y           -  -5,307,691.711 (meters)                     COMP
 AA2005  Z           -   3,512,290.273 (meters)                     COMP
 AA2005  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AA2005  ELLIP HEIGHT-         171.47  (meters)          (07/29/02) GPS OBS
 AA2005  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA2005
 AA2005  HORZ ORDER  -  FIRST
 AA2005  ELLP ORDER  -  FOURTH    CLASS I
 AA2005
 AA2005.The horizontal coordinates were established by GPS observations
 AA2005.and adjusted by the National Geodetic Survey in September 1994..
 AA2005
 AA2005.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2005.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2005
 AA2005.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2005
 AA2005.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2005
 AA2005.The ellipsoidal height was determined by GPS observations
 AA2005.and is referenced to NAD 83.
 AA2005
 AA2005.The geoid height was determined by GEOID03.
 AA2005
 AA2005;                    North         East     Units Scale Factor Converg.
 AA2005;SPC AL W     -   402,561.843   671,351.597   MT  0.99999607   +0 25 33.3
 AA2005;UTM  16      - 3,720,980.334   524,952.975   MT  0.99960768   +0 08 56.4
 AA2005
 AA2005!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2005!SPC AL W     -   0.99997308  x   0.99999607  =   0.99996915
 AA2005!UTM  16      -   0.99997308  x   0.99960768  =   0.99958077
 AA2005
 AA2005                          SUPERSEDED SURVEY CONTROL
 AA2005
 AA2005  ELLIP H (09/29/94)  171.52   (m)                       GP(       ) 3 2
 AA2005  NGVD 29 (09/29/94)  200.6    (m)          658.     (f) GPS OBS        
 AA2005
 AA2005.Superseded values are not recommended for survey control.
 AA2005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2005.See file dsdata.txt to determine how the superseded data were derived.
 AA2005
 AA2005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2495320980(NAD 83)
 AA2005_MARKER: DD = SURVEY DISK
 AA2005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2005_SP_SET: CONCRETE POST
 AA2005_STAMPING: 37-50 1993
 AA2005_MARK LOGO: ALHD  
 AA2005_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2005+STABILITY: SURFACE MOTION
 AA2005_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2005+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2005
 AA2005  HISTORY     - Date     Condition        Report By
 AA2005  HISTORY     - 1993     MONUMENTED       ALHD
 AA2005
 AA2005                          STATION DESCRIPTION
 AA2005
 AA2005'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2005'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTHWEST RIGHT OF
 AA2005'WAY OF ALA 79 IN BIRMINGHAM. TO REACH THE STATION FROM EXIT 128 ON
 AA2005'I-20 AND I-59 (MILE POST 1.95 ON ALA 79, DRIVE NORTHEAST ON ALA 79 FOR
 AA2005'6.75 MI (10.86 KM) TO MILE POST 8.70 AND THE STATION ON THE LEFT. THE
 AA2005'STATION IS 44.6 FT (13.6 M) NORTH-NORTHWEST OF THE NORTHEAST END OF AN
 AA2005'EIGHTEEN-INCH CONCRETE PIPE UNDER GOODRICH DR, 45.2 FT (13.8 M) NORTH
 AA2005'OF A GOODRICH DR AND 79 HI WAY SIGN, 46.5 FT (14.2 M) NORTHEAST OF A
 AA2005'WHITE CONCRETE GAS LINE MARKER, 54.0 FT (16.5 M) NORTHEAST OF THE
 AA2005'NORTHEAST CONCRETE CURB OF GOODRICH DRIVE, 68.0 FT (20.7 M)
 AA2005'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE GAS VALVE BOX,
 AA2005'70.0 FT (21.3 M) NORTHEAST OF THE CENTER OF GOODRICH DR, 72.0 FT (21.9
 AA2005'M) NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF ALA 79, 2.4
 AA2005'FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2005'THE GROUND. STATION 37-51 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2005'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2006 ***********************************************************************
 AA2006  DESIGNATION -  37 51
 AA2006  PID         -  AA2006
 AA2006  STATE/COUNTY-  AL/JEFFERSON
 AA2006  USGS QUAD   -  PINSON (1979)
 AA2006
 AA2006                         *CURRENT SURVEY CONTROL
 AA2006  ___________________________________________________________________
 AA2006* NAD 83(1992)-  33 38 03.51048(N)    086 43 40.14538(W)     ADJUSTED  
 AA2006* NAVD 88     -       201.4    (meters)     661.     (feet)  VERTCON   
 AA2006  ___________________________________________________________________
 AA2006  X           -     303,432.246 (meters)                     COMP
 AA2006  Y           -  -5,307,309.461 (meters)                     COMP
 AA2006  Z           -   3,512,842.263 (meters)                     COMP
 AA2006  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AA2006  ELLIP HEIGHT-         172.27  (meters)          (07/29/02) GPS OBS
 AA2006  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA2006
 AA2006  HORZ ORDER  -  FIRST
 AA2006  ELLP ORDER  -  FOURTH    CLASS I
 AA2006
 AA2006.The horizontal coordinates were established by GPS observations
 AA2006.and adjusted by the National Geodetic Survey in September 1994..
 AA2006
 AA2006.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2006.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2006
 AA2006.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2006
 AA2006.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2006
 AA2006.The ellipsoidal height was determined by GPS observations
 AA2006.and is referenced to NAD 83.
 AA2006
 AA2006.The geoid height was determined by GEOID03.
 AA2006
 AA2006;                    North         East     Units Scale Factor Converg.
 AA2006;SPC AL W     -   403,226.400   671,638.164   MT  0.99999658   +0 25 39.8
 AA2006;UTM  16      - 3,721,643.240   525,242.637   MT  0.99960786   +0 09 02.7
 AA2006
 AA2006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2006!SPC AL W     -   0.99997296  x   0.99999658  =   0.99996954
 AA2006!UTM  16      -   0.99997296  x   0.99960786  =   0.99958083
 AA2006
 AA2006                          SUPERSEDED SURVEY CONTROL
 AA2006
 AA2006  ELLIP H (09/29/94)  172.33   (m)                       GP(       ) 3 2
 AA2006  NGVD 29 (09/29/94)  201.4    (m)          661.     (f) GPS OBS        
 AA2006
 AA2006.Superseded values are not recommended for survey control.
 AA2006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2006.See file dsdata.txt to determine how the superseded data were derived.
 AA2006
 AA2006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2524321643(NAD 83)
 AA2006_MARKER: DD = SURVEY DISK
 AA2006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2006_SP_SET: CONCRETE POST
 AA2006_STAMPING: 37-51 1993
 AA2006_MARK LOGO: ALHD  
 AA2006_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2006+STABILITY: SURFACE MOTION
 AA2006_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2006+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2006
 AA2006  HISTORY     - Date     Condition        Report By
 AA2006  HISTORY     - 1993     MONUMENTED       ALHD
 AA2006
 AA2006                          STATION DESCRIPTION
 AA2006
 AA2006'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2006'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA2006'ALA 79 IN BIRMINGHAM. TO REACH THE STATION FROM EXIT 128 ON I-20 AND
 AA2006'I-59 (MILE POST 1.95 ON ALA 79, DRIVE NORTHEAST ON ALA 79 FOR 7.15 MI
 AA2006'(11.51 KM) TO MILE POST 9.10 AND THE STATION ON THE RIGHT. THE STATION
 AA2006'IS 18.0 FT (5.5 M) WEST-NORTHWEST OF THE CENTER OF A GRAVEL FRONTAGE
 AA2006'ROAD, 54.2 FT (16.5 M) NORTH-NORTHEAST OF A POWER LINE GUY WIRE ANCHOR
 AA2006'WITH NO GUY WIRE, 82.0 FT (25.0 M) NORTH-NORTHEAST OF A YELLOW
 AA2006'CARSONITE GAS LINE MARKER, 88.2 FT (26.9 M) NORTH-NORTHEAST OF THE
 AA2006'NORTH END OF A FOUR FOOT CHAIN LINK FENCE, 100.0 FT (30.5 M)
 AA2006'EAST-SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF ALA 79,
 AA2006'111.8 FT (34.1 M) NORTH-NORTHWEST OF A TRANSFORMER POWER POLE, 116.2
 AA2006'FT (35.4 M) NORTH-NORTHEAST OF A JUNCTION POWER POLE, 133.7 FT (40.8
 AA2006'M) SOUTH-SOUTHWEST OF JUNCTION POWER POLE NO. X 7206 WITH TWO SECURITY
 AA2006'LIGHTS, 170.0 FT (51.8 M) SOUTH-SOUTHWEST OF THE CENTER OF A PAVED
 AA2006'DRIVEWAY, 1.7 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA2006'SET FLUSH WITH THE GROUND. STATION 37-50 1993 MAY BE USED AS AN
 AA2006'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2007 ***********************************************************************
 AA2007  DESIGNATION -  37 52
 AA2007  PID         -  AA2007
 AA2007  STATE/COUNTY-  AL/JEFFERSON
 AA2007  USGS QUAD   -  PINSON (1979)
 AA2007
 AA2007                         *CURRENT SURVEY CONTROL
 AA2007  ___________________________________________________________________
 AA2007* NAD 83(1992)-  33 38 56.48502(N)    086 38 03.51995(W)     ADJUSTED  
 AA2007* NAVD 88     -       301.8    (meters)     990.     (feet)  VERTCON   
 AA2007  ___________________________________________________________________
 AA2007  X           -     312,045.218 (meters)                     COMP
 AA2007  Y           -  -5,305,987.905 (meters)                     COMP
 AA2007  Z           -   3,514,256.689 (meters)                     COMP
 AA2007  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AA2007  ELLIP HEIGHT-         272.61  (meters)          (07/29/02) GPS OBS
 AA2007  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AA2007
 AA2007  HORZ ORDER  -  FIRST
 AA2007  ELLP ORDER  -  FOURTH    CLASS I
 AA2007
 AA2007.The horizontal coordinates were established by GPS observations
 AA2007.and adjusted by the National Geodetic Survey in September 1994..
 AA2007
 AA2007.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2007.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2007
 AA2007.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2007
 AA2007.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2007
 AA2007.The ellipsoidal height was determined by GPS observations
 AA2007.and is referenced to NAD 83.
 AA2007
 AA2007.The geoid height was determined by GEOID03.
 AA2007
 AA2007;                    North         East     Units Scale Factor Converg.
 AA2007;SPC AL W     -   404,927.194   680,299.740   MT  1.00001280   +0 28 46.9
 AA2007;UTM  16      - 3,723,301.483   533,908.923   MT  0.99961417   +0 12 09.5
 AA2007
 AA2007!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2007!SPC AL W     -   0.99995720  x   1.00001280  =   0.99997000
 AA2007!UTM  16      -   0.99995720  x   0.99961417  =   0.99957139
 AA2007
 AA2007:                Primary Azimuth Mark                     Grid Az
 AA2007:SPC AL W     -  37 53                                    148 25 56.5
 AA2007:UTM  16      -  37 53                                    148 42 33.9
 AA2007
 AA2007|---------------------------------------------------------------------|
 AA2007| PID    Reference Object                     Distance      Geod. Az  |
 AA2007|                                                           dddmmss.s |
 AA2007| AA2008 37 53                               482.782 METERS 1485443.4 |
 AA2007|---------------------------------------------------------------------|
 AA2007
 AA2007                          SUPERSEDED SURVEY CONTROL
 AA2007
 AA2007  ELLIP H (09/29/94)  272.68   (m)                       GP(       ) 3 2
 AA2007  NGVD 29 (09/29/94)  301.8    (m)          990.     (f) GPS OBS        
 AA2007
 AA2007.Superseded values are not recommended for survey control.
 AA2007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2007.See file dsdata.txt to determine how the superseded data were derived.
 AA2007
 AA2007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3390923301(NAD 83)
 AA2007_MARKER: DD = SURVEY DISK
 AA2007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2007_SP_SET: CONCRETE POST
 AA2007_STAMPING: 37-52 1993
 AA2007_MARK LOGO: ALHD  
 AA2007_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2007+STABILITY: SURFACE MOTION
 AA2007_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2007+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2007
 AA2007  HISTORY     - Date     Condition        Report By
 AA2007  HISTORY     - 1993     MONUMENTED       ALHD
 AA2007
 AA2007                          STATION DESCRIPTION
 AA2007
 AA2007'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2007'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHWEST RIGHT OF
 AA2007'WAY OF JEFFERSON COUNTY ROAD NO. 10, ABOUT 2.50 MI (4.02 KM)
 AA2007'NORTH-NORTHWEST OF TRUSSVILLE AND ABOUT 4.00 MI (6.44 KM)
 AA2007'SOUTH-SOUTHEAST OF PINSON. TO REACH THE STATION FROM EXIT 141 ON I-59
 AA2007'IN TRUSSVILLE, DRIVE NORTHWEST ON JEFFERSON COUNTY ROAD NO. 10
 AA2007'(CHALKVILLE MTN ROAD) FOR 1.25 MI (2.01 KM) TO THE STATION ON THE
 AA2007'LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF THE CREST OF A SIX
 AA2007'FOOT BACKSLOPE, 33.0 FT (10.1 M) SOUTHWEST OF THE SOUTHWEST CONCRETE
 AA2007'CURB OF JEFFERSON COUNTY ROAD NO. 10, 47.0 FT (14.3 M) SOUTHWEST OF
 AA2007'THE CENTERLINE OF THE SOUTH BOUND LANES OF JEFFERSON COUNTY ROAD NO.
 AA2007'10, 62.0 FT (18.9 M) SOUTH-SOUTHEAST OF THE CENTER OF A MANHOLE IN A
 AA2007'DROP INLET, 111.9 FT (34.1 M) SOUTHEAST OF POWER POLE NO. 16595 WITH
 AA2007'THREE SMALL TRANSFORMERS, 112.2 FT (34.2 M) SOUTHEAST OF A CABLE POLE,
 AA2007'112.7 FT (34.4 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 17, 2.1 FT
 AA2007'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2007'GROUND. STATION 37-53 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2008 ***********************************************************************
 AA2008  DESIGNATION -  37 53
 AA2008  PID         -  AA2008
 AA2008  STATE/COUNTY-  AL/JEFFERSON
 AA2008  USGS QUAD   -  PINSON (1979)
 AA2008
 AA2008                         *CURRENT SURVEY CONTROL
 AA2008  ___________________________________________________________________
 AA2008* NAD 83(1992)-  33 38 43.06580(N)    086 37 53.84593(W)     ADJUSTED  
 AA2008* NAVD 88     -       328.4    (meters)    1077.     (feet)  VERTCON   
 AA2008  ___________________________________________________________________
 AA2008  X           -     312,308.836 (meters)                     COMP
 AA2008  Y           -  -5,306,224.082 (meters)                     COMP
 AA2008  Z           -   3,513,927.243 (meters)                     COMP
 AA2008  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AA2008  ELLIP HEIGHT-         299.23  (meters)          (07/29/02) GPS OBS
 AA2008  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AA2008
 AA2008  HORZ ORDER  -  FIRST
 AA2008  ELLP ORDER  -  FOURTH    CLASS I
 AA2008
 AA2008.The horizontal coordinates were established by GPS observations
 AA2008.and adjusted by the National Geodetic Survey in September 1994..
 AA2008
 AA2008.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2008.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2008
 AA2008.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2008
 AA2008.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2008
 AA2008.The ellipsoidal height was determined by GPS observations
 AA2008.and is referenced to NAD 83.
 AA2008
 AA2008.The geoid height was determined by GEOID03.
 AA2008
 AA2008;                    North         East     Units Scale Factor Converg.
 AA2008;SPC AL W     -   404,515.847   680,552.482   MT  1.00001330   +0 28 52.1
 AA2008;UTM  16      - 3,722,889.083   534,159.572   MT  0.99961439   +0 12 14.8
 AA2008
 AA2008!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2008!SPC AL W     -   0.99995303  x   1.00001330  =   0.99996633
 AA2008!UTM  16      -   0.99995303  x   0.99961439  =   0.99956743
 AA2008
 AA2008:                Primary Azimuth Mark                     Grid Az
 AA2008:SPC AL W     -  37 52                                    328 25 56.7
 AA2008:UTM  16      -  37 52                                    328 42 34.0
 AA2008
 AA2008|---------------------------------------------------------------------|
 AA2008| PID    Reference Object                     Distance      Geod. Az  |
 AA2008|                                                           dddmmss.s |
 AA2008| AA2007 37 52                               482.782 METERS 3285448.8 |
 AA2008|---------------------------------------------------------------------|
 AA2008
 AA2008                          SUPERSEDED SURVEY CONTROL
 AA2008
 AA2008  ELLIP H (09/29/94)  299.29   (m)                       GP(       ) 3 2
 AA2008  NGVD 29 (09/29/94)  328.4    (m)         1077.     (f) GPS OBS        
 AA2008
 AA2008.Superseded values are not recommended for survey control.
 AA2008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2008.See file dsdata.txt to determine how the superseded data were derived.
 AA2008
 AA2008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3416022889(NAD 83)
 AA2008_MARKER: DD = SURVEY DISK
 AA2008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2008_SP_SET: CONCRETE POST
 AA2008_STAMPING: 37-53 1993
 AA2008_MARK LOGO: ALHD  
 AA2008_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2008+STABILITY: SURFACE MOTION
 AA2008_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2008+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2008
 AA2008  HISTORY     - Date     Condition        Report By
 AA2008  HISTORY     - 1993     MONUMENTED       ALHD
 AA2008
 AA2008                          STATION DESCRIPTION
 AA2008
 AA2008'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2008'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHWEST RIGHT OF
 AA2008'WAY OF JEFFERSON COUNTY ROAD NO. 10, ABOUT 2.20 MI (3.54 KM)
 AA2008'NORTH-NORTHWEST OF TRUSSVILLE AND ABOUT 4.30 MI (6.92 KM)
 AA2008'SOUTH-SOUTHEAST OF PINSON. TO REACH THE STATION FROM EXIT 141 ON I-59
 AA2008'IN TRUSSVILLE, DRIVE NORTHWEST ON JEFFERSON COUNTY ROAD NO. 10
 AA2008'(CHALKVILLE MTN ROAD) FOR 0.90 MI (1.45 KM) TO THE STATION ON THE
 AA2008'LEFT. THE STATION IS 50.6 FT (15.4 M) SOUTHWEST OF THE CENTERLINE OF
 AA2008'THE SOUTH BOUND LANES OF JEFFERSON COUNTY ROAD NO. 10, 80.6 FT (24.6
 AA2008'M) NORTHWEST OF A POWER POLE WITH TWO GUY WIRES, 2.2 FT (0.7 M)
 AA2008'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2008'STATION 37-52 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2010 ***********************************************************************
 AA2010  DESIGNATION -  37 55
 AA2010  PID         -  AA2010
 AA2010  STATE/COUNTY-  AL/JEFFERSON
 AA2010  USGS QUAD   -  ARGO (1970)
 AA2010
 AA2010                         *CURRENT SURVEY CONTROL
 AA2010  ___________________________________________________________________
 AA2010* NAD 83(1992)-  33 39 06.33802(N)    086 33 41.59231(W)     ADJUSTED  
 AA2010* NAVD 88     -       230.8    (meters)     757.     (feet)  VERTCON   
 AA2010  ___________________________________________________________________
 AA2010  X           -     318,769.196 (meters)                     COMP
 AA2010  Y           -  -5,305,360.424 (meters)                     COMP
 AA2010  Z           -   3,514,470.037 (meters)                     COMP
 AA2010  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA2010  ELLIP HEIGHT-         201.57  (meters)          (07/29/02) GPS OBS
 AA2010  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 AA2010
 AA2010  HORZ ORDER  -  FIRST
 AA2010  ELLP ORDER  -  FOURTH    CLASS I
 AA2010
 AA2010.The horizontal coordinates were established by GPS observations
 AA2010.and adjusted by the National Geodetic Survey in September 1994..
 AA2010
 AA2010.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2010.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2010
 AA2010.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2010
 AA2010.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2010
 AA2010.The ellipsoidal height was determined by GPS observations
 AA2010.and is referenced to NAD 83.
 AA2010
 AA2010.The geoid height was determined by GEOID03.
 AA2010
 AA2010;                    North         East     Units Scale Factor Converg.
 AA2010;SPC AL W     -   405,289.643   687,046.082   MT  1.00002671   +0 31 12.2
 AA2010;UTM  16      - 3,723,631.170   540,654.222   MT  0.99962038   +0 14 34.7
 AA2010
 AA2010!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2010!SPC AL W     -   0.99996836  x   1.00002671  =   0.99999507
 AA2010!UTM  16      -   0.99996836  x   0.99962038  =   0.99958875
 AA2010
 AA2010:                Primary Azimuth Mark                     Grid Az
 AA2010:SPC AL W     -  37 54                                    232 50 10.6
 AA2010:UTM  16      -  37 54                                    233 06 48.1
 AA2010
 AA2010|---------------------------------------------------------------------|
 AA2010| PID    Reference Object                     Distance      Geod. Az  |
 AA2010|                                                           dddmmss.s |
 AA2010| AA2009 37 54                               APPROX. 0.5 KM 2332122.8 |
 AA2010|---------------------------------------------------------------------|
 AA2010
 AA2010                          SUPERSEDED SURVEY CONTROL
 AA2010
 AA2010  ELLIP H (09/29/94)  201.64   (m)                       GP(       ) 3 2
 AA2010  NGVD 29 (09/29/94)  230.7    (m)          757.     (f) GPS OBS        
 AA2010
 AA2010.Superseded values are not recommended for survey control.
 AA2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2010.See file dsdata.txt to determine how the superseded data were derived.
 AA2010
 AA2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4065423631(NAD 83)
 AA2010_MARKER: DD = SURVEY DISK
 AA2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2010_SP_SET: CONCRETE POST
 AA2010_STAMPING: 37-55 1993
 AA2010_MARK LOGO: ALHD  
 AA2010_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2010+STABILITY: SURFACE MOTION
 AA2010_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2010+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 AA2010
 AA2010  HISTORY     - Date     Condition        Report By
 AA2010  HISTORY     - 1993     MONUMENTED       ALHD
 AA2010  HISTORY     - 20060109 GOOD             ALPCO
 AA2010
 AA2010                          STATION DESCRIPTION
 AA2010
 AA2010'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2010'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHEAST RIGHT OF
 AA2010'WAY OF U.S. 11, ABOUT 3.45 MI (5.55 KM) NORTHEAST OF TRUSSVILLE AND
 AA2010'ABOUT 7.50 MI (12.07 KM) NORTH-NORTHWEST OF LEEDS. TO REACH THE
 AA2010'STATION FROM EXIT 148 ON I-59 DRIVE EAST ON LILES LN FOR 0.20 MI (0.32
 AA2010'KM) TO U.S. 11 LEFT AND RIGHT (MILE POST 158.60 ON U.S. 11), TURN
 AA2010'RIGHT ON U.S. 11 AND DRIVE SOUTHWEST FOR 3.90 MI (6.28 KM) TO MILE
 AA2010'POST 154.70 AND THE STATION ON THE LEFT. THE STATION IS 33.5 FT (10.2
 AA2010'M) SOUTHWEST OF THE CENTER OF MEADOWLARK DR, 46.0 FT (14.0 M)
 AA2010'SOUTHEAST OF A HI WAY 11 AND MEADOWLARK DR SIGN, 56.5 FT (17.2 M) EAST
 AA2010'OF POWER AND CABLE POLE NO. 3 87, 60.4 FT (18.4 M) SOUTHWEST OF A GAS
 AA2010'PIPE LINE WARNING SIGN ACROSS MEADOWLARK DR, 64.5 FT (19.7 M)
 AA2010'SOUTHWEST OF POWER TRANSFORMER AND CABLE POLE NO. 61 1 ACROSS
 AA2010'MEADOWLARK DR, 75.7 FT (23.1 M) SOUTHEAST OF THE CENTERLINE OF U.S.
 AA2010'11, 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2010'WITH THE GROUND. STATION 37-54 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2010'STATION.
 AA2010
 AA2010                          STATION RECOVERY (2006)
 AA2010
 AA2010'RECOVERY NOTE BY ALABAMA POWER COMPANY 2006 (LG)
 AA2010'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2011 ***********************************************************************
 AA2011  DESIGNATION -  37 56
 AA2011  PID         -  AA2011
 AA2011  STATE/COUNTY-  AL/JEFFERSON
 AA2011  USGS QUAD   -  IRONDALE (1978)
 AA2011
 AA2011                         *CURRENT SURVEY CONTROL
 AA2011  ___________________________________________________________________
 AA2011* NAD 83(1992)-  33 34 23.53296(N)    086 44 59.37213(W)     ADJUSTED  
 AA2011* NAVD 88     -       199.7    (meters)     655.     (feet)  VERTCON   
 AA2011  ___________________________________________________________________
 AA2011  X           -     301,606.262 (meters)                     COMP
 AA2011  Y           -  -5,311,169.182 (meters)                     COMP
 AA2011  Z           -   3,507,196.291 (meters)                     COMP
 AA2011  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA2011  ELLIP HEIGHT-         170.51  (meters)          (07/29/02) GPS OBS
 AA2011  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AA2011
 AA2011  HORZ ORDER  -  FIRST
 AA2011  ELLP ORDER  -  FOURTH    CLASS I
 AA2011
 AA2011.The horizontal coordinates were established by GPS observations
 AA2011.and adjusted by the National Geodetic Survey in September 1994..
 AA2011
 AA2011.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2011.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2011
 AA2011.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2011
 AA2011.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2011
 AA2011.The ellipsoidal height was determined by GPS observations
 AA2011.and is referenced to NAD 83.
 AA2011
 AA2011.The geoid height was determined by GEOID03.
 AA2011
 AA2011;                    North         East     Units Scale Factor Converg.
 AA2011;SPC AL W     -   396,434.139   669,645.519   MT  0.99999311   +0 24 53.5
 AA2011;UTM  16      - 3,714,863.311   523,217.994   MT  0.99960665   +0 08 18.1
 AA2011
 AA2011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2011!SPC AL W     -   0.99997323  x   0.99999311  =   0.99996634
 AA2011!UTM  16      -   0.99997323  x   0.99960665  =   0.99957989
 AA2011
 AA2011                          SUPERSEDED SURVEY CONTROL
 AA2011
 AA2011  ELLIP H (09/29/94)  170.57   (m)                       GP(       ) 3 2
 AA2011  NGVD 29 (09/29/94)  199.6    (m)          655.     (f) GPS OBS        
 AA2011
 AA2011.Superseded values are not recommended for survey control.
 AA2011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2011.See file dsdata.txt to determine how the superseded data were derived.
 AA2011
 AA2011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2321814863(NAD 83)
 AA2011_MARKER: DD = SURVEY DISK
 AA2011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2011_SP_SET: CONCRETE POST
 AA2011_STAMPING: 37-56 1993
 AA2011_MARK LOGO: ALHD  
 AA2011_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2011+STABILITY: SURFACE MOTION
 AA2011_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2011+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2011
 AA2011  HISTORY     - Date     Condition        Report By
 AA2011  HISTORY     - 1993     MONUMENTED       ALHD
 AA2011
 AA2011                          STATION DESCRIPTION
 AA2011
 AA2011'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2011'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHWEST RIGHT OF
 AA2011'WAY OF 60 TH STREET, IN BIRMINGHAM. TO REACH THE STATION FROM EXIT 128
 AA2011'ON I-20 AND I-59 IN BIRMINGHAM, DRIVE NORTH ON ALA 79 FOR 0.40 MI
 AA2011'(0.64 KM) TO EAST LAKE BLVD ON THE RIGHT, TURN RIGHT ON EAST LAKE BLVD
 AA2011'AND DRIVE EAST FOR 2.45 MI (3.94 KM) TO 60 TH STREET ON THE LEFT AND
 AA2011'THE STATION ON THE LEFT. THE STATION IS 8.2 FT (2.5 M) NORTHEAST OF A
 AA2011'SIX FOOT CHAIN LINK FENCE WITH THREE STRANDS OF BARBED WIRE, 30.0 FT
 AA2011'(9.1 M) SOUTHWEST OF THE CENTERLINE OF 60 TH STREET, 51.8 FT (15.8 M)
 AA2011'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE SIX FOOT CHAIN LINK
 AA2011'FENCE, 61.2 FT (18.7 M) NORTHWEST OF A STOP SIGN, 67.0 FT (20.4 M)
 AA2011'NORTHWEST OF A 60 TH ST AND EAST LAKE BLVD SIGN, 107.0 FT (32.6 M)
 AA2011'NORTHWEST OF THE CENTERLINE OF EAST LAKE BLVD, 8.5 FT (2.6 M)
 AA2011'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2011'STATION 37-57 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2012 ***********************************************************************
 AA2012  DESIGNATION -  37 57
 AA2012  PID         -  AA2012
 AA2012  STATE/COUNTY-  AL/JEFFERSON
 AA2012  USGS QUAD   -  IRONDALE (1978)
 AA2012
 AA2012                         *CURRENT SURVEY CONTROL
 AA2012  ___________________________________________________________________
 AA2012* NAD 83(1992)-  33 34 20.60728(N)    086 44 17.89426(W)     ADJUSTED  
 AA2012* NAVD 88     -       195.0    (meters)     640.     (feet)  VERTCON   
 AA2012  ___________________________________________________________________
 AA2012  X           -     302,676.897 (meters)                     COMP
 AA2012  Y           -  -5,311,154.340 (meters)                     COMP
 AA2012  Z           -   3,507,118.626 (meters)                     COMP
 AA2012  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA2012  ELLIP HEIGHT-         165.88  (meters)          (07/29/02) GPS OBS
 AA2012  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AA2012
 AA2012  HORZ ORDER  -  FIRST
 AA2012  ELLP ORDER  -  FOURTH    CLASS I
 AA2012
 AA2012.The horizontal coordinates were established by GPS observations
 AA2012.and adjusted by the National Geodetic Survey in September 1994..
 AA2012
 AA2012.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2012
 AA2012.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2012
 AA2012.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2012
 AA2012.The ellipsoidal height was determined by GPS observations
 AA2012.and is referenced to NAD 83.
 AA2012
 AA2012.The geoid height was determined by GEOID03.
 AA2012
 AA2012;                    North         East     Units Scale Factor Converg.
 AA2012;SPC AL W     -   396,351.807   670,715.864   MT  0.99999496   +0 25 16.4
 AA2012;UTM  16      - 3,714,775.849   524,287.515   MT  0.99960727   +0 08 41.0
 AA2012
 AA2012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2012!SPC AL W     -   0.99997396  x   0.99999496  =   0.99996892
 AA2012!UTM  16      -   0.99997396  x   0.99960727  =   0.99958124
 AA2012
 AA2012                          SUPERSEDED SURVEY CONTROL
 AA2012
 AA2012  ELLIP H (09/29/94)  165.94   (m)                       GP(       ) 3 2
 AA2012  NGVD 29 (09/29/94)  195.0    (m)          640.     (f) GPS OBS        
 AA2012
 AA2012.Superseded values are not recommended for survey control.
 AA2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2012.See file dsdata.txt to determine how the superseded data were derived.
 AA2012
 AA2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2428814776(NAD 83)
 AA2012_MARKER: DD = SURVEY DISK
 AA2012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2012_SP_SET: CONCRETE POST
 AA2012_STAMPING: 37-57 1993
 AA2012_MARK LOGO: ALHD  
 AA2012_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2012+STABILITY: SURFACE MOTION
 AA2012_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2012+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2012
 AA2012  HISTORY     - Date     Condition        Report By
 AA2012  HISTORY     - 1993     MONUMENTED       ALHD
 AA2012
 AA2012                          STATION DESCRIPTION
 AA2012
 AA2012'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2012'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTH RIGHT OF WAY
 AA2012'OF 52 ND AVE N, IN BIRMINGHAM. TO REACH THE STATION FROM EXIT 128 ON
 AA2012'I-20 AND I-59 IN BIRMINGHAM, DRIVE NORTH ON ALA 79 FOR 0.40 MI (0.64
 AA2012'KM) TO EAST LAKE BLVD ON THE RIGHT, TURN RIGHT AND DRIVE EAST ON EAST
 AA2012'LAKE BLVD, 52 ND CT, AND 52 ND AVE N FOR 3.15 MI (5.07 KM) TO THE
 AA2012'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A FIVE
 AA2012'FOOT CHAIN LINK FENCE, 24.0 FT (7.3 M) SOUTH OF THE CENTERLINE OF 52
 AA2012'ND AVE, 214.0 FT (65.2 M) WEST-SOUTHWEST OF A LARGE JUNCTION POWER
 AA2012'POLE ACROSS THE STREET, 221.7 FT (67.6 M) WEST OF THE WEST POST OF A
 AA2012'DOUBLE CHAIN LINK GATE, 235.0 FT (71.6 M) WEST OF THE CENTER OF THE
 AA2012'INTERSECTION OF 52 ND AVE N AND 74 TH ST N, 2.4 FT (0.7 M) NORTH OF A
 AA2012'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-56
 AA2012'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2013 ***********************************************************************
 AA2013  DESIGNATION -  37 58
 AA2013  PID         -  AA2013
 AA2013  STATE/COUNTY-  AL/JEFFERSON
 AA2013  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 AA2013
 AA2013                         *CURRENT SURVEY CONTROL
 AA2013  ___________________________________________________________________
 AA2013* NAD 83(1992)-  33 28 07.52908(N)    086 50 38.47387(W)     ADJUSTED  
 AA2013* NAVD 88     -       197.9    (meters)     649.     (feet)  VERTCON   
 AA2013  ___________________________________________________________________
 AA2013  X           -     293,226.368 (meters)                     COMP
 AA2013  Y           -  -5,318,044.264 (meters)                     COMP
 AA2013  Z           -   3,497,537.294 (meters)                     COMP
 AA2013  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA2013  ELLIP HEIGHT-         168.74  (meters)          (07/29/02) GPS OBS
 AA2013  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA2013
 AA2013  HORZ ORDER  -  FIRST
 AA2013  ELLP ORDER  -  FOURTH    CLASS I
 AA2013
 AA2013.The horizontal coordinates were established by GPS observations
 AA2013.and adjusted by the National Geodetic Survey in September 1994..
 AA2013
 AA2013.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2013.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2013
 AA2013.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2013
 AA2013.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2013
 AA2013.The ellipsoidal height was determined by GPS observations
 AA2013.and is referenced to NAD 83.
 AA2013
 AA2013.The geoid height was determined by GEOID03.
 AA2013
 AA2013;                    North         East     Units Scale Factor Converg.
 AA2013;SPC AL W     -   384,790.820   660,973.631   MT  0.99997915   +0 21 42.4
 AA2013;UTM  16      - 3,703,266.348   514,493.422   MT  0.99960259   +0 05 09.7
 AA2013
 AA2013!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2013!SPC AL W     -   0.99997351  x   0.99997915  =   0.99995266
 AA2013!UTM  16      -   0.99997351  x   0.99960259  =   0.99957611
 AA2013
 AA2013|---------------------------------------------------------------------|
 AA2013| PID    Reference Object                     Distance      Geod. Az  |
 AA2013|                                                           dddmmss.s |
 AA2013| AA2014 37 59                               376.279 METERS 10332     |
 AA2013|---------------------------------------------------------------------|
 AA2013
 AA2013                          SUPERSEDED SURVEY CONTROL
 AA2013
 AA2013  ELLIP H (09/29/94)  168.80   (m)                       GP(       ) 3 2
 AA2013  NGVD 29 (09/29/94)  197.8    (m)          649.     (f) GPS OBS        
 AA2013
 AA2013.Superseded values are not recommended for survey control.
 AA2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2013.See file dsdata.txt to determine how the superseded data were derived.
 AA2013
 AA2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1449303266(NAD 83)
 AA2013_MARKER: DD = SURVEY DISK
 AA2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2013_SP_SET: CONCRETE POST
 AA2013_STAMPING: 37-58 1993
 AA2013_MARK LOGO: ALHD  
 AA2013_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2013+STABILITY: SURFACE MOTION
 AA2013_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2013+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2013
 AA2013  HISTORY     - Date     Condition        Report By
 AA2013  HISTORY     - 1993     MONUMENTED       ALHD
 AA2013
 AA2013                          STATION DESCRIPTION
 AA2013
 AA2013'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2013'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTH RIGHT OF WAY
 AA2013'OF MAYFIELD AVE IN HOMEWOOD. TO REACH THE STATION FROM EXIT 256 ON
 AA2013'I-65 IN HOMEWOOD, DRIVE WEST ON OXMOOR BLVD FOR 0.85 MI (1.37 KM) TO
 AA2013'BARBER CT ON THE RIGHT, TURN RIGHT ON BARBER CT AND DRIVE NORTHWEST
 AA2013'FOR 0.30 MI (0.48 KM) TO W VALLEY AVE LEFT AND RIGHT, CONTINUE
 AA2013'NORTHWEST AND NORTH ON MONTEVALLO ROAD FOR 0.70 MI (1.13 KM) TO
 AA2013'MAYFIELD AVE ON THE LEFT AT A TRAFFIC LIGHT, TURN LEFT ON MAYFIELD AVE
 AA2013'AND DRIVE WEST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT UNDER
 AA2013'A HIGH VOLTAGE POWER LINE. THE STATION IS LOCATED UNDER A HIGH VOLTAGE
 AA2013'POWER LINE, 24.8 FT (7.6 M) SOUTH OF THE CENTER OF MAYFIELD AVE, 77.0
 AA2013'FT (23.5 M) EAST-SOUTHEAST OF A GRAPHIC PEDESTRIAN SIGN, 89.8 FT (27.4
 AA2013'M) WEST OF THE NORTHWEST CORNER OF AN EIGHT FOOT CHAIN LINK FENCE,
 AA2013'90.0 FT (27.4 M) EAST OF CABLE AND STREET LIGHT POLE NO. 40, 97.6 FT
 AA2013'(29.7 M) EAST-SOUTHEAST OF TELEPHONE CABLE CABINET NO. P 1 MAYFIELD
 AA2013'AVE ACROSS THE STREET, 102.3 FT (31.2 M) EAST-SOUTHEAST OF A JUNCTION
 AA2013'CABLE POLE ACROSS THE STREET, 103.3 FT (31.5 M) SOUTHWEST OF THE
 AA2013'SOUTHWEST CORNER OF A SIX FOOT CHAIN LINK FENCE ACROSS THE STREET, 2.0
 AA2013'FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2013'GROUND. STATION 37-59 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2014 ***********************************************************************
 AA2014  DESIGNATION -  37 59
 AA2014  PID         -  AA2014
 AA2014  STATE/COUNTY-  AL/JEFFERSON
 AA2014  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 AA2014
 AA2014                         *CURRENT SURVEY CONTROL
 AA2014  ___________________________________________________________________
 AA2014* NAD 83(1992)-  33 28 04.67162(N)    086 50 24.30584(W)     ADJUSTED  
 AA2014* NAVD 88     -       239.4    (meters)     785.     (feet)  VERTCON   
 AA2014  ___________________________________________________________________
 AA2014  X           -     293,596.242 (meters)                     COMP
 AA2014  Y           -  -5,318,107.178 (meters)                     COMP
 AA2014  Z           -   3,497,486.756 (meters)                     COMP
 AA2014  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA2014  ELLIP HEIGHT-         210.27  (meters)          (07/29/02) GPS OBS
 AA2014  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA2014
 AA2014  HORZ ORDER  -  FIRST
 AA2014  ELLP ORDER  -  FOURTH    CLASS I
 AA2014
 AA2014.The horizontal coordinates were established by GPS observations
 AA2014.and adjusted by the National Geodetic Survey in September 1994..
 AA2014
 AA2014.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2014.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2014
 AA2014.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2014
 AA2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2014
 AA2014.The ellipsoidal height was determined by GPS observations
 AA2014.and is referenced to NAD 83.
 AA2014
 AA2014.The geoid height was determined by GEOID03.
 AA2014
 AA2014;                    North         East     Units Scale Factor Converg.
 AA2014;SPC AL W     -   384,705.104   661,340.009   MT  0.99997970   +0 21 50.2
 AA2014;UTM  16      - 3,703,178.903   514,859.246   MT  0.99960272   +0 05 17.5
 AA2014
 AA2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2014!SPC AL W     -   0.99996699  x   0.99997970  =   0.99994669
 AA2014!UTM  16      -   0.99996699  x   0.99960272  =   0.99956972
 AA2014
 AA2014|---------------------------------------------------------------------|
 AA2014| PID    Reference Object                     Distance      Geod. Az  |
 AA2014|                                                           dddmmss.s |
 AA2014| AA2013 37 58                               376.279 METERS 28332     |
 AA2014|---------------------------------------------------------------------|
 AA2014
 AA2014                          SUPERSEDED SURVEY CONTROL
 AA2014
 AA2014  ELLIP H (09/29/94)  210.33   (m)                       GP(       ) 3 2
 AA2014  NGVD 29 (09/29/94)  239.4    (m)          785.     (f) GPS OBS        
 AA2014
 AA2014.Superseded values are not recommended for survey control.
 AA2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2014.See file dsdata.txt to determine how the superseded data were derived.
 AA2014
 AA2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1485903179(NAD 83)
 AA2014_MARKER: DD = SURVEY DISK
 AA2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2014_SP_SET: CONCRETE POST
 AA2014_STAMPING: 37-59 1993
 AA2014_MARK LOGO: ALHD  
 AA2014_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2014+STABILITY: SURFACE MOTION
 AA2014_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2014+SATELLITE: SATELLITE OBSERVATIONS - May 17, 2004
 AA2014
 AA2014  HISTORY     - Date     Condition        Report By
 AA2014  HISTORY     - 1993     MONUMENTED       ALHD
 AA2014  HISTORY     - 20040517 GOOD             INDIV
 AA2014
 AA2014                          STATION DESCRIPTION
 AA2014
 AA2014'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2014'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2014'ROBERT JEMISON RD IN HOMEWOOD. TO REACH THE STATION FROM EXIT 256 ON
 AA2014'I-65 IN HOMEWOOD, DRIVE WEST ON OXMOOR BLVD FOR 0.85 MI (1.37 KM) TO
 AA2014'BARBER CT ON THE RIGHT, TURN RIGHT ON BARBER CT AND DRIVE NORTHWEST
 AA2014'FOR 0.30 MI (0.48 KM) TO W VALLEY AVE LEFT AND RIGHT, TURN RIGHT ON W
 AA2014'VALLEY AVE AND DRIVE NORTH AND NORTHEAST FOR 0.45 MI (0.72 KM) TO
 AA2014'ROBERT JEMISON RD ON THE LEFT AT A TRAFFIC LIGHT, TURN LEFT ON ROBERT
 AA2014'JEMISON RD AND DRIVE NORTHWEST AND NORTH FOR 0.30 MI (0.48 KM) TO THE
 AA2014'STATION ON THE LEFT. THE STATION IS 16.9 FT (5.2 M) WEST OF THE WEST
 AA2014'CONCRETE CURB OF ROBERT JEMISON RD, 32.2 FT (9.8 M) WEST OF THE
 AA2014'CENTERLINE OF ROBERT JEMISON RD, 91.5 FT (27.9 M) NORTH OF STREET
 AA2014'LIGHT POLE NO. 27, 104.3 FT (31.8 M) SOUTH OF STREET LIGHT POLE NO.
 AA2014'26, 2.9 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2014'WITH THE GROUND. STATION 37-58 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2014'STATION.
 AA2014
 AA2014                          STATION RECOVERY (2004)
 AA2014
 AA2014'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (JEM)
 AA2014'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2746 ***********************************************************************
 DH2746  DESIGNATION -  37 6
 DH2746  PID         -  DH2746
 DH2746  STATE/COUNTY-  AL/JEFFERSON
 DH2746  USGS QUAD   -  CONCORD (1979)
 DH2746
 DH2746                         *CURRENT SURVEY CONTROL
 DH2746  ___________________________________________________________________
 DH2746* NAD 83(1992)-  33 29 41.23140(N)    087 06 56.06413(W)     ADJUSTED  
 DH2746* NAVD 88     -       135.9    (meters)     446.     (feet)  VERTCON   
 DH2746  ___________________________________________________________________
 DH2746  X           -     267,935.610 (meters)                     COMP
 DH2746  Y           -  -5,317,732.244 (meters)                     COMP
 DH2746  Z           -   3,499,911.153 (meters)                     COMP
 DH2746  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 DH2746  ELLIP HEIGHT-         107.04  (meters)          (07/29/02) GPS OBS
 DH2746  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DH2746
 DH2746  HORZ ORDER  -  FIRST
 DH2746  ELLP ORDER  -  FOURTH    CLASS I
 DH2746
 DH2746.The horizontal coordinates were established by GPS observations
 DH2746.and adjusted by the National Geodetic Survey in December 1992..
 DH2746
 DH2746.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2746
 DH2746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2746
 DH2746.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2746
 DH2746.The ellipsoidal height was determined by GPS observations
 DH2746.and is referenced to NAD 83.
 DH2746
 DH2746.The geoid height was determined by GEOID03.
 DH2746
 DH2746;                    North         East     Units Scale Factor Converg.
 DH2746;SPC AL W     -   387,551.157   635,721.766   MT  0.99994906   +0 12 43.7
 DH2746;UTM  16      - 3,706,147.180   489,264.278   MT  0.99960142   -0 03 49.6
 DH2746
 DH2746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2746!SPC AL W     -   0.99998320  x   0.99994906  =   0.99993226
 DH2746!UTM  16      -   0.99998320  x   0.99960142  =   0.99958462
 DH2746
 DH2746                          SUPERSEDED SURVEY CONTROL
 DH2746
 DH2746  ELLIP H (12/04/92)  107.11   (m)                       GP(       ) 4 1
 DH2746  NAD 83(1986)-  33 29 41.23624(N)    087 06 56.06546(W) AD(       ) 1
 DH2746  NGVD 29 (12/04/92)  135.9    (m)          446.     (f) GPS OBS        
 DH2746
 DH2746.Superseded values are not recommended for survey control.
 DH2746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2746.See file dsdata.txt to determine how the superseded data were derived.
 DH2746
 DH2746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8926406147(NAD 83)
 DH2746_MARKER: DD = SURVEY DISK
 DH2746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2746_SP_SET: CONCRETE POST
 DH2746_STAMPING: 37 - 6 1989
 DH2746_MARK LOGO: ALHD  
 DH2746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2746+STABILITY: SURFACE MOTION
 DH2746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2746+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1990
 DH2746
 DH2746  HISTORY     - Date     Condition        Report By
 DH2746  HISTORY     - 1989     MONUMENTED       ALHD
 DH2746  HISTORY     - 19900228 GOOD
 DH2746
 DH2746                          STATION DESCRIPTION
 DH2746
 DH2746'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2746'THE STATION IS LOCATED IN WESTERN JEFFERSON COUNTY APPROXIMATELY 12 MI
 DH2746'(19.3 KM) WEST OF BIRMINGHAM ON THE WEST RIGHT OF WAY OF JEFFERSON
 DH2746'CO. RD. NO. 46.
 DH2746'TO REACH THE STATION FROM THE JUNCTION OF ALA. 269 AND JEFFERSON CO.
 DH2746'RD. NO. 61 6.7 MI (10.8 KM) SOUTH OF THE JEFFERSON-WALKER COUNTY
 DH2746'LINE, DRIVE SOUTHWEST ON JEFFERSON CO. RD. NO. 61 1.90 MI (3.06 KM)
 DH2746'TO JEFFERSON CO. RD. NO. 23, TURN LEFT ON JEFFERSON CO. RD. NO. 23 AND
 DH2746'DRIVE SOUTH 0.10 MI (0.16 KM) TO LINK ROAD LEFT, TURN LEFT ON LINK
 DH2746'ROAD AND DRIVE SOUTHEASTERLY 2.35 MI (3.78 KM) TO JEFFERSON CO. RD.
 DH2746'NO. 46, TURN LEFT ON JEFFERSON CO. RD. NO. 46 AND DRIVE SOUTHEASTERLY
 DH2746'1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT IN FRONT OF A WHITE
 DH2746'HOUSE TRAILER.
 DH2746'THE STATION IS 32.0 FT (9.8 M) WEST OF THE CENTERLINE OF JEFFERSON CO.
 DH2746'RD. NO. 46, 14.0 FT (4.3 M) WEST-NORTHWEST OF MAIL BOX 8170 POST,
 DH2746'13.0 FT (4.0 M) WEST-NORTHWEST OF MAIL BOX 8174 POST, 7.0 FT (2.1 M)
 DH2746'WEST OF THE SOUTH END, AT A 15 INCH CONCRETE PIPE UNDER A DRIVEWAY,
 DH2746'15.0 FT (4.6 M) SOUTH OF THE CENTER OF A DRIVEWAY, 92.5 FT (28.2 M)
 DH2746'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE TRAILER, 3.1 FT
 DH2746'(0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2746'GROUND.
 DH2746'STATION 37 - 5 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2746
 DH2746                          STATION RECOVERY (1990)
 DH2746
 DH2746'RECOVERED 1990
 DH2746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2015 ***********************************************************************
 AA2015  DESIGNATION -  37 60
 AA2015  PID         -  AA2015
 AA2015  STATE/COUNTY-  AL/JEFFERSON
 AA2015  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 AA2015
 AA2015                         *CURRENT SURVEY CONTROL
 AA2015  ___________________________________________________________________
 AA2015* NAD 83(1992)-  33 28 06.95552(N)    086 45 30.84077(W)     ADJUSTED  
 AA2015* NAVD 88     -       256.1    (meters)     840.     (feet)  VERTCON   
 AA2015  ___________________________________________________________________
 AA2015  X           -     301,160.917 (meters)                     COMP
 AA2015  Y           -  -5,317,659.194 (meters)                     COMP
 AA2015  Z           -   3,497,554.632 (meters)                     COMP
 AA2015  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AA2015  ELLIP HEIGHT-         226.91  (meters)          (07/29/02) GPS OBS
 AA2015  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA2015
 AA2015  HORZ ORDER  -  FIRST
 AA2015  ELLP ORDER  -  FOURTH    CLASS I
 AA2015
 AA2015.The horizontal coordinates were established by GPS observations
 AA2015.and adjusted by the National Geodetic Survey in September 1994..
 AA2015
 AA2015.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2015.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2015
 AA2015.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2015
 AA2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2015
 AA2015.The ellipsoidal height was determined by GPS observations
 AA2015.and is referenced to NAD 83.
 AA2015
 AA2015.The geoid height was determined by GEOID03.
 AA2015
 AA2015;                    North         East     Units Scale Factor Converg.
 AA2015;SPC AL W     -   384,826.571   668,916.881   MT  0.99999187   +0 24 32.0
 AA2015;UTM  16      - 3,703,263.870   522,433.726   MT  0.99960620   +0 07 59.3
 AA2015
 AA2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2015!SPC AL W     -   0.99996438  x   0.99999187  =   0.99995625
 AA2015!UTM  16      -   0.99996438  x   0.99960620  =   0.99957059
 AA2015
 AA2015|---------------------------------------------------------------------|
 AA2015| PID    Reference Object                     Distance      Geod. Az  |
 AA2015|                                                           dddmmss.s |
 AA2015| AA2016 37 61                               381.887 METERS 16420     |
 AA2015|---------------------------------------------------------------------|
 AA2015
 AA2015                          SUPERSEDED SURVEY CONTROL
 AA2015
 AA2015  ELLIP H (09/29/94)  226.97   (m)                       GP(       ) 3 2
 AA2015  NGVD 29 (09/29/94)  256.0    (m)          840.     (f) GPS OBS        
 AA2015
 AA2015.Superseded values are not recommended for survey control.
 AA2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2015.See file dsdata.txt to determine how the superseded data were derived.
 AA2015
 AA2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2243403264(NAD 83)
 AA2015_MARKER: DD = SURVEY DISK
 AA2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2015_SP_SET: CONCRETE POST
 AA2015_STAMPING: 37-60 1993
 AA2015_MARK LOGO: ALHD  
 AA2015_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2015+STABILITY: SURFACE MOTION
 AA2015_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2015+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2015
 AA2015  HISTORY     - Date     Condition        Report By
 AA2015  HISTORY     - 1993     MONUMENTED       ALHD
 AA2015
 AA2015                          STATION DESCRIPTION
 AA2015
 AA2015'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2015'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTHWEST RIGHT OF
 AA2015'WAY OF U.S. 280 IN MOUNTAIN BROOK. TO REACH THE STATION FROM EXIT 19
 AA2015'ON I-459 (MILE POST 6.60 ON U.S. 280), DRIVE NORTHWEST ON U.S. 280 FOR
 AA2015'2.50 MI (4.02 KM) TO MILE POST 4.10 AND THE STATION ON THE LEFT. THE
 AA2015'STATION IS 5.2 FT (1.6 M) NORTHEAST OF A FIVE FOOT CHAIN LINK FENCE,
 AA2015'22.3 FT (6.8 M) NORTHWEST OF A CONCRETE BURIED POWER LINE MARKER, 28.0
 AA2015'FT (8.5 M) SOUTHWEST OF THE CREST OF A TEN FOOT BACKSLOPE, 37.6 FT
 AA2015'(11.5 M) SOUTHEAST OF CABLE POLE NO. 59 1/2, 62.0 FT (18.9 M)
 AA2015'SOUTHWEST OF THE SOUTHWEST EDGE OF PAVEMENT OF FIVE LANE DIVIDED U.S.
 AA2015'280, 77.4 FT (23.6 M) SOUTHEAST OF A CONCRETE BURIED POWER LINE
 AA2015'MARKER, 105.5 FT (32.2 M) SOUTHEAST OF CABLE POLE NO. 59, 5.2 FT (1.6
 AA2015'M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2015'GROUND. STATION 37-61 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2016 ***********************************************************************
 AA2016  DESIGNATION -  37 61
 AA2016  PID         -  AA2016
 AA2016  STATE/COUNTY-  AL/JEFFERSON
 AA2016  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 AA2016
 AA2016                         *CURRENT SURVEY CONTROL
 AA2016  ___________________________________________________________________
 AA2016* NAD 83(1992)-  33 27 55.02031(N)    086 45 26.84898(W)     ADJUSTED  
 AA2016* NAVD 88     -       255.0    (meters)     837.     (feet)  VERTCON   
 AA2016  ___________________________________________________________________
 AA2016  X           -     301,275.249 (meters)                     COMP
 AA2016  Y           -  -5,317,854.959 (meters)                     COMP
 AA2016  Z           -   3,497,247.300 (meters)                     COMP
 AA2016  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 AA2016  ELLIP HEIGHT-         225.87  (meters)          (07/29/02) GPS OBS
 AA2016  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA2016
 AA2016  HORZ ORDER  -  FIRST
 AA2016  ELLP ORDER  -  FOURTH    CLASS I
 AA2016
 AA2016.The horizontal coordinates were established by GPS observations
 AA2016.and adjusted by the National Geodetic Survey in September 1994..
 AA2016
 AA2016.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2016.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2016
 AA2016.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2016
 AA2016.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2016
 AA2016.The ellipsoidal height was determined by GPS observations
 AA2016.and is referenced to NAD 83.
 AA2016
 AA2016.The geoid height was determined by GEOID03.
 AA2016
 AA2016;                    North         East     Units Scale Factor Converg.
 AA2016;SPC AL W     -   384,459.606   669,022.579   MT  0.99999205   +0 24 34.1
 AA2016;UTM  16      - 3,702,896.543   522,537.615   MT  0.99960626   +0 08 01.5
 AA2016
 AA2016!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2016!SPC AL W     -   0.99996454  x   0.99999205  =   0.99995659
 AA2016!UTM  16      -   0.99996454  x   0.99960626  =   0.99957082
 AA2016
 AA2016|---------------------------------------------------------------------|
 AA2016| PID    Reference Object                     Distance      Geod. Az  |
 AA2016|                                                           dddmmss.s |
 AA2016| AA2015 37 60                               381.887 METERS 34420     |
 AA2016|---------------------------------------------------------------------|
 AA2016
 AA2016                          SUPERSEDED SURVEY CONTROL
 AA2016
 AA2016  ELLIP H (09/29/94)  225.93   (m)                       GP(       ) 3 2
 AA2016  NGVD 29 (09/29/94)  255.0    (m)          837.     (f) GPS OBS        
 AA2016
 AA2016.Superseded values are not recommended for survey control.
 AA2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2016.See file dsdata.txt to determine how the superseded data were derived.
 AA2016
 AA2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2253802897(NAD 83)
 AA2016_MARKER: DD = SURVEY DISK
 AA2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2016_SP_SET: CONCRETE POST
 AA2016_STAMPING: 37-61 1993
 AA2016_MARK LOGO: ALHD  
 AA2016_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2016+STABILITY: SURFACE MOTION
 AA2016_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2016+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2016
 AA2016  HISTORY     - Date     Condition        Report By
 AA2016  HISTORY     - 1993     MONUMENTED       ALHD
 AA2016
 AA2016                          STATION DESCRIPTION
 AA2016
 AA2016'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2016'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2016'U.S. 280 IN MOUNTAIN BROOK. TO REACH THE STATION FROM EXIT 19 ON I-459
 AA2016'(MILE POST 6.60 ON U.S. 280), DRIVE NORTHWEST ON U.S. 280 FOR 2.25 MI
 AA2016'(3.62 KM) TO MILE POST 4.35 AND THE STATION ON THE LEFT. THE STATION
 AA2016'IS 4.3 FT (1.3 M) EAST OF A FIVE FOOT CHAIN LINK FENCE, 32.0 FT (9.8
 AA2016'M) WEST OF THE WEST EDGE OF PAVEMENT OF EIGHT LANE DIVIDED U.S. 280,
 AA2016'41.3 FT (12.6 M) SOUTH OF A CONCRETE BURIED POWER LINE MARKER, 57.6 FT
 AA2016'(17.6 M) NORTH OF A CONCRETE BURIED POWER LINE MARKER, 91.0 FT (27.7
 AA2016'M) NORTH OF A CONCRETE BURIED TELEPHONE CABLE MARKER, 102.6 FT (31.3
 AA2016'M) NORTH-NORTHWEST OF THE CENTER OF A TELEPHONE CABLE MANHOLE, 189.0
 AA2016'FT (57.6 M) NORTH OF AN ANGLE POWER POLE WITH NINE GUY WIRES, 4.1 FT
 AA2016'(1.2 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2016'GROUND. STATION 37-60 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2017 ***********************************************************************
 AA2017  DESIGNATION -  37 62
 AA2017  PID         -  AA2017
 AA2017  STATE/COUNTY-  AL/JEFFERSON
 AA2017  USGS QUAD   -  IRONDALE (1978)
 AA2017
 AA2017                         *CURRENT SURVEY CONTROL
 AA2017  ___________________________________________________________________
 AA2017* NAD 83(1992)-  33 32 49.11221(N)    086 39 26.10862(W)     ADJUSTED  
 AA2017* NAVD 88     -       283.2    (meters)     929.     (feet)  GPS OBS   
 AA2017  ___________________________________________________________________
 AA2017  X           -     310,284.991 (meters)                     COMP
 AA2017  Y           -  -5,312,349.935 (meters)                     COMP
 AA2017  Z           -   3,504,818.262 (meters)                     COMP
 AA2017  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AA2017  ELLIP HEIGHT-         254.07  (meters)          (08/29/05) GPS OBS
 AA2017  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 AA2017
 AA2017  HORZ ORDER  -  A
 AA2017  ELLP ORDER  -  FOURTH    CLASS I
 AA2017
 AA2017.The horizontal coordinates were established by GPS observations
 AA2017.and adjusted by the National Geodetic Survey in August 2005..
 AA2017
 AA2017.The orthometric height was determined by GPS observations and a
 AA2017.high-resolution geoid model.
 AA2017
 AA2017.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2017
 AA2017.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2017
 AA2017.The ellipsoidal height was determined by GPS observations
 AA2017.and is referenced to NAD 83.
 AA2017
 AA2017.The geoid height was determined by GEOID03.
 AA2017
 AA2017;                    North         East     Units Scale Factor Converg.
 AA2017;SPC AL W     -   393,591.219   678,263.816   MT  1.00000882   +0 27 56.7
 AA2017;UTM  16      - 3,711,979.975   531,819.108   MT  0.99961248   +0 11 21.9
 AA2017
 AA2017!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2017!SPC AL W     -   0.99996011  x   1.00000882  =   0.99996893
 AA2017!UTM  16      -   0.99996011  x   0.99961248  =   0.99957261
 AA2017
 AA2017                          SUPERSEDED SURVEY CONTROL
 AA2017
 AA2017  ELLIP H (07/29/02)  254.01   (m)                       GP(       ) 4 1
 AA2017  NAD 83(1992)-  33 32 49.11306(N)    086 39 26.10807(W) AD(       ) 1
 AA2017  ELLIP H (09/29/94)  254.07   (m)                       GP(       ) 3 2
 AA2017  NGVD 29 (09/29/94)  283.2    (m)          929.     (f) GPS OBS        
 AA2017
 AA2017.Superseded values are not recommended for survey control.
 AA2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2017.See file dsdata.txt to determine how the superseded data were derived.
 AA2017
 AA2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3181911980(NAD 83)
 AA2017_MARKER: DD = SURVEY DISK
 AA2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2017_SP_SET: CONCRETE POST
 AA2017_STAMPING: 37-62 1993
 AA2017_MARK LOGO: ALHD  
 AA2017_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2017+STABILITY: SURFACE MOTION
 AA2017_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2017+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA2017
 AA2017  HISTORY     - Date     Condition        Report By
 AA2017  HISTORY     - 1993     MONUMENTED       ALHD
 AA2017  HISTORY     - 20030711 GOOD             JCLS
 AA2017  HISTORY     - 20040624 GOOD             LOCSUR
 AA2017  HISTORY     - 20040901 GOOD             JCLS
 AA2017
 AA2017                          STATION DESCRIPTION
 AA2017
 AA2017'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2017'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTH RIGHT OF WAY
 AA2017'OF U.S. 78 IN IRONDALE. TO REACH THE STATION FROM EXIT 135 ON I-20 IN
 AA2017'IRONDALE, DRIVE NORTH ON A PAVED COUNTY ROAD (JEFFERSON COUNTY ROAD
 AA2017'NO. 64) FOR 0.10 MI (0.16 KM) TO U.S. 78 LEFT AND RIGHT AT A TRAFFIC
 AA2017'LIGHT (MILE POST 112.55 ON U.S. 78), TURN RIGHT ON U.S. 78 AND DRIVE
 AA2017'EAST FOR 0.20 MI (0.32 KM) TO MILE POST 112.75 AND THE STATION ON THE
 AA2017'RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF THE NORTH FIVE
 AA2017'FOOT CHAIN LINK DENIED ACCESS FENCE OF I-20, 115.0 FT (35.1 M)
 AA2017'SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 78,
 AA2017'177.0 FT (53.9 M) WEST OF AN ANGLE POWER POLE WITH EIGHT GUY WIRES,
 AA2017'3.1 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2017'THE GROUND. STATION 37-63 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2017'STATION.
 AA2017
 AA2017                          STATION RECOVERY (2003)
 AA2017
 AA2017'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA2017'RECOVERED IN GOOD CONDITION.
 AA2017
 AA2017                          STATION RECOVERY (2004)
 AA2017
 AA2017'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RW)
 AA2017'RECOVERED AS DESCRIBED.
 AA2017
 AA2017                          STATION RECOVERY (2004)
 AA2017
 AA2017'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA2017'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2018 ***********************************************************************
 AA2018  DESIGNATION -  37 63
 AA2018  PID         -  AA2018
 AA2018  STATE/COUNTY-  AL/JEFFERSON
 AA2018  USGS QUAD   -  IRONDALE (1978)
 AA2018
 AA2018                         *CURRENT SURVEY CONTROL
 AA2018  ___________________________________________________________________
 AA2018* NAD 83(1992)-  33 32 54.33769(N)    086 38 35.53013(W)     ADJUSTED  
 AA2018* NAVD 88     -       247.9    (meters)     813.     (feet)  VERTCON   
 AA2018  ___________________________________________________________________
 AA2018  X           -     311,580.698 (meters)                     COMP
 AA2018  Y           -  -5,312,155.483 (meters)                     COMP
 AA2018  Z           -   3,504,932.925 (meters)                     COMP
 AA2018  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AA2018  ELLIP HEIGHT-         218.75  (meters)          (07/29/02) GPS OBS
 AA2018  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 AA2018
 AA2018  HORZ ORDER  -  FIRST
 AA2018  ELLP ORDER  -  FOURTH    CLASS I
 AA2018
 AA2018.The horizontal coordinates were established by GPS observations
 AA2018.and adjusted by the National Geodetic Survey in September 1994..
 AA2018
 AA2018.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2018
 AA2018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2018
 AA2018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2018
 AA2018.The ellipsoidal height was determined by GPS observations
 AA2018.and is referenced to NAD 83.
 AA2018
 AA2018.The geoid height was determined by GEOID03.
 AA2018
 AA2018;                    North         East     Units Scale Factor Converg.
 AA2018;SPC AL W     -   393,762.905   679,567.272   MT  1.00001136   +0 28 24.7
 AA2018;UTM  16      - 3,712,145.307   533,122.859   MT  0.99961353   +0 11 49.9
 AA2018
 AA2018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2018!SPC AL W     -   0.99996566  x   1.00001136  =   0.99997702
 AA2018!UTM  16      -   0.99996566  x   0.99961353  =   0.99957920
 AA2018
 AA2018                          SUPERSEDED SURVEY CONTROL
 AA2018
 AA2018  ELLIP H (09/29/94)  218.81   (m)                       GP(       ) 3 2
 AA2018  NGVD 29 (09/29/94)  247.9    (m)          813.     (f) GPS OBS        
 AA2018
 AA2018.Superseded values are not recommended for survey control.
 AA2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2018.See file dsdata.txt to determine how the superseded data were derived.
 AA2018
 AA2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3312312145(NAD 83)
 AA2018_MARKER: DD = SURVEY DISK
 AA2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2018_SP_SET: CONCRETE POST
 AA2018_STAMPING: 37-63 1993
 AA2018_MARK LOGO: ALHD  
 AA2018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2018+STABILITY: SURFACE MOTION
 AA2018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2018+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2004
 AA2018
 AA2018  HISTORY     - Date     Condition        Report By
 AA2018  HISTORY     - 1993     MONUMENTED       ALHD
 AA2018  HISTORY     - 20040402 GOOD             ALHD
 AA2018
 AA2018                          STATION DESCRIPTION
 AA2018
 AA2018'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2018'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE SOUTH RIGHT OF WAY
 AA2018'OF U.S. 78 IN IRONDALE. TO REACH THE STATION FROM EXIT 135 ON I-20 IN
 AA2018'IRONDALE, DRIVE NORTH ON A PAVED COUNTY ROAD (JEFFERSON COUNTY ROAD
 AA2018'NO. 64) FOR 0.10 MI (0.16 KM) TO U.S. 78 LEFT AND RIGHT AT A TRAFFIC
 AA2018'LIGHT (MILE POST 112.55 ON U.S. 78), TURN RIGHT ON U.S. 78 AND DRIVE
 AA2018'EAST FOR 1.00 MI (1.61 KM) TO MILE POST 113.55 AND THE STATION ON THE
 AA2018'RIGHT. THE STATION IS 4.0 FT (1.2 M) NORTHWEST OF THE NORTHWEST FIVE
 AA2018'FOOT CHAIN LINK DENIED ACCESS FENCE OF I-459, 16.8 FT (5.1 M)
 AA2018'SOUTH-SOUTHEAST OF THE SOUTH METAL GUARD RAIL OF U.S. 78, 18.1 FT (5.5
 AA2018'M) SOUTH OF THE SOUTHWEST CORNER OF THE EAST BOUND OVERPASS OVER
 AA2018'I-459, 31.0 FT (9.4 M) NORTHEAST OF THE WEST END OF A CONCRETE DITCH
 AA2018'FLUME, 39.5 FT (12.0 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST
 AA2018'BOUND LANES OF U.S. 78, 3.2 FT (1.0 M) NORTHWEST OF A CARSONITE
 AA2018'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-62 1993 MAY BE
 AA2018'USED AS AN AZIMUTH FOR THIS STATION.
 AA2018
 AA2018                          STATION RECOVERY (2004)
 AA2018
 AA2018'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA2018'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2019 ***********************************************************************
 AA2019  DESIGNATION -  37 64
 AA2019  PID         -  AA2019
 AA2019  STATE/COUNTY-  AL/JEFFERSON
 AA2019  USGS QUAD   -  LEEDS (1978)
 AA2019
 AA2019                         *CURRENT SURVEY CONTROL
 AA2019  ___________________________________________________________________
 AA2019* NAD 83(1992)-  33 32 37.09241(N)    086 33 28.32951(W)     ADJUSTED  
 AA2019* NAVD 88     -       191.3    (meters)     628.     (feet)  VERTCON   
 AA2019  ___________________________________________________________________
 AA2019  X           -     319,506.806 (meters)                     COMP
 AA2019  Y           -  -5,311,931.507 (meters)                     COMP
 AA2019  Z           -   3,504,458.789 (meters)                     COMP
 AA2019  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AA2019  ELLIP HEIGHT-         162.11  (meters)          (07/29/02) GPS OBS
 AA2019  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 AA2019
 AA2019  HORZ ORDER  -  FIRST
 AA2019  ELLP ORDER  -  FOURTH    CLASS I
 AA2019
 AA2019.The horizontal coordinates were established by GPS observations
 AA2019.and adjusted by the National Geodetic Survey in September 1994..
 AA2019
 AA2019.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2019.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2019
 AA2019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2019
 AA2019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2019
 AA2019.The ellipsoidal height was determined by GPS observations
 AA2019.and is referenced to NAD 83.
 AA2019
 AA2019.The geoid height was determined by GEOID03.
 AA2019
 AA2019;                    North         East     Units Scale Factor Converg.
 AA2019;SPC AL W     -   393,300.353   687,496.944   MT  1.00002768   +0 31 14.3
 AA2019;UTM  16      - 3,711,644.718   541,047.018   MT  0.99962077   +0 14 39.5
 AA2019
 AA2019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2019!SPC AL W     -   0.99997455  x   1.00002768  =   1.00000223
 AA2019!UTM  16      -   0.99997455  x   0.99962077  =   0.99959533
 AA2019
 AA2019                          SUPERSEDED SURVEY CONTROL
 AA2019
 AA2019  ELLIP H (09/29/94)  162.17   (m)                       GP(       ) 3 2
 AA2019  NGVD 29 (09/29/94)  191.2    (m)          627.     (f) GPS OBS        
 AA2019
 AA2019.Superseded values are not recommended for survey control.
 AA2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2019.See file dsdata.txt to determine how the superseded data were derived.
 AA2019
 AA2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4104711645(NAD 83)
 AA2019_MARKER: DD = SURVEY DISK
 AA2019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2019_SP_SET: CONCRETE POST
 AA2019_STAMPING: 37-64 1993
 AA2019_MARK LOGO: ALHD  
 AA2019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2019+STABILITY: SURFACE MOTION
 AA2019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2019+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 AA2019
 AA2019  HISTORY     - Date     Condition        Report By
 AA2019  HISTORY     - 1993     MONUMENTED       ALHD
 AA2019  HISTORY     - 20060713 GOOD             GEOCAC
 AA2019
 AA2019                          STATION DESCRIPTION
 AA2019
 AA2019'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2019'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTHWEST RIGHT OF
 AA2019'WAY OF U.S. 78 IN LEEDS. TO REACH THE STATION FROM EXIT 140 ON I-20
 AA2019'(MILE POST 116.45 ON U.S. 78) DRIVE EAST ON U.S. 78 FOR 2.35 MI (3.78
 AA2019'KM) TO MILE POST 118.80 AND THE STATION ON THE LEFT. THE STATION IS
 AA2019'LOCATED IN FRONT OF AN ALMOST EMPTY SHOPPING CENTER AND ACROSS U.S. 78
 AA2019'FROM THE FIRST BAPTIST CHURCH OF LEEDS, 6.0 FT (1.8 M) SOUTHEAST OF
 AA2019'THE SOUTHEAST EDGE OF A PAVED PARKING LOT, 30.5 FT (9.3 M) EAST OF THE
 AA2019'SOUTHWEST CORNER OF THE PAVED PARKING LOT, 32.4 FT (9.9 M)
 AA2019'EAST-NORTHEAST OF A 100.00 DOLLAR FINE FOR LITTERING S 35.1 FT (10.7
 AA2019'M) NORTHWEST OF THE CENTERLINE OF U.S. 78, 64.0 FT (19.5 M) SOUTHWEST
 AA2019'OF THE CENTER OF A PAVED DRIVEWAY, 123.4 FT (37.6 M) SOUTHWEST OF A
 AA2019'FIRE HYDRANT, 3.3 FT (1.0 M) SOUTHEAST OF A CARSONITE WITNESS POST,
 AA2019'AND SET FLUSH WITH THE GROUND. STATION 37-65 1993 MAY BE USED AS AN
 AA2019'AZIMUTH FOR THIS STATION.
 AA2019
 AA2019                          STATION RECOVERY (2006)
 AA2019
 AA2019'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA2019'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2020 ***********************************************************************
 AA2020  DESIGNATION -  37 65
 AA2020  PID         -  AA2020
 AA2020  STATE/COUNTY-  AL/JEFFERSON
 AA2020  USGS QUAD   -  LEEDS (1978)
 AA2020
 AA2020                         *CURRENT SURVEY CONTROL
 AA2020  ___________________________________________________________________
 AA2020* NAD 83(1992)-  33 32 44.71726(N)    086 33 08.13897(W)     ADJUSTED  
 AA2020* NAVD 88     -       189.1    (meters)     620.     (feet)  VERTCON   
 AA2020  ___________________________________________________________________
 AA2020  X           -     320,018.852 (meters)                     COMP
 AA2020  Y           -  -5,311,768.770 (meters)                     COMP
 AA2020  Z           -   3,504,653.355 (meters)                     COMP
 AA2020  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AA2020  ELLIP HEIGHT-         159.88  (meters)          (07/29/02) GPS OBS
 AA2020  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 AA2020
 AA2020  HORZ ORDER  -  FIRST
 AA2020  ELLP ORDER  -  FOURTH    CLASS I
 AA2020
 AA2020.The horizontal coordinates were established by GPS observations
 AA2020.and adjusted by the National Geodetic Survey in September 1994..
 AA2020
 AA2020.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2020
 AA2020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2020
 AA2020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2020
 AA2020.The ellipsoidal height was determined by GPS observations
 AA2020.and is referenced to NAD 83.
 AA2020
 AA2020.The geoid height was determined by GEOID03.
 AA2020
 AA2020;                    North         East     Units Scale Factor Converg.
 AA2020;SPC AL W     -   393,540.015   688,015.683   MT  1.00002881   +0 31 25.5
 AA2020;UTM  16      - 3,711,881.779   541,566.694   MT  0.99962130   +0 14 50.7
 AA2020
 AA2020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2020!SPC AL W     -   0.99997490  x   1.00002881  =   1.00000371
 AA2020!UTM  16      -   0.99997490  x   0.99962130  =   0.99959621
 AA2020
 AA2020                          SUPERSEDED SURVEY CONTROL
 AA2020
 AA2020  ELLIP H (09/29/94)  159.94   (m)                       GP(       ) 3 2
 AA2020  NGVD 29 (09/29/94)  189.0    (m)          620.     (f) GPS OBS        
 AA2020
 AA2020.Superseded values are not recommended for survey control.
 AA2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2020.See file dsdata.txt to determine how the superseded data were derived.
 AA2020
 AA2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4156711882(NAD 83)
 AA2020_MARKER: DD = SURVEY DISK
 AA2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2020_SP_SET: CONCRETE POST
 AA2020_STAMPING: 37-65 1993
 AA2020_MARK LOGO: ALHD  
 AA2020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2020+STABILITY: SURFACE MOTION
 AA2020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2020+SATELLITE: SATELLITE OBSERVATIONS - July 13, 2006
 AA2020
 AA2020  HISTORY     - Date     Condition        Report By
 AA2020  HISTORY     - 1993     MONUMENTED       ALHD
 AA2020  HISTORY     - 20060713 GOOD             GEOCAC
 AA2020
 AA2020                          STATION DESCRIPTION
 AA2020
 AA2020'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2020'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE NORTHWEST RIGHT OF
 AA2020'WAY OF U.S. 78 IN LEEDS. TO REACH THE STATION FROM EXIT 140 ON I-20
 AA2020'(MILE POST 116.45 ON U.S. 78) DRIVE EAST ON U.S. 78 FOR 2.70 MI (4.35
 AA2020'KM) TO MILE POST 119.15 AND THE STATION ON THE RIGHT. THE STATION IS
 AA2020'LOCATED IN FRONT OF THE PAVED PARKING LOT FOR THE AMI BROOKWOOD FAMILY
 AA2020'HEALTH CENTER LEEDS, 4.5 FT (1.4 M) NORTH-NORTHWEST OF THE NORTH EDGE
 AA2020'OF THE PAVED PARKING LOT, 5.5 FT (1.7 M) SOUTHEAST OF THE TOP OF AN
 AA2020'EIGHTEEN BY THIRTY SIX-INCH CONCRETE PIPE UNDER A PAVED DRIVEWAY, 20.0
 AA2020'FT (6.1 M) WEST-SOUTHWEST OF A PLASTIC WATER METER BOX, 20.2 FT (6.2
 AA2020'M) WEST-SOUTHWEST OF A PLASTIC WATER METER BOX, 21.0 FT (6.4 M)
 AA2020'EAST-NORTHEAST OF THE CENTER OF A PAVED DRIVEWAY, 31.0 FT (9.4 M)
 AA2020'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 78,
 AA2020'38.0 FT (11.6 M) EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE NORTH
 AA2020'BRICK SUPPORT FOR AN AMI BROOKWOOD FAMILY HEALTH CENTER LEEDS SIGN,
 AA2020'84.8 FT (25.8 M) SOUTHWEST OF JUNCTION POWER AND LIGHT POLE NO. 10560,
 AA2020'85.8 FT (26.2 M) NORTH OF THE NORTHEAST CORNER OF THE BRICK OFFICE
 AA2020'BUILDING, AND SET FLUSH WITH THE GROUND. STATION 37-64 1993 MAY BE
 AA2020'USED AS AN AZIMUTH FOR THIS STATION.
 AA2020
 AA2020                          STATION RECOVERY (2006)
 AA2020
 AA2020'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA2020'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2021 ***********************************************************************
 AA2021  DESIGNATION -  37 66
 AA2021  PID         -  AA2021
 AA2021  STATE/COUNTY-  AL/JEFFERSON
 AA2021  USGS QUAD   -  SYLVAN SPRINGS (1982)
 AA2021
 AA2021                         *CURRENT SURVEY CONTROL
 AA2021  ___________________________________________________________________
 AA2021* NAD 83(1992)-  33 34 03.08822(N)    087 01 12.92181(W)     ADJUSTED  
 AA2021* NAVD 88     -       211.9    (meters)     695.     (feet)  VERTCON   
 AA2021  ___________________________________________________________________
 AA2021  X           -     276,553.445 (meters)                     COMP
 AA2021  Y           -  -5,312,891.816 (meters)                     COMP
 AA2021  Z           -   3,506,678.355 (meters)                     COMP
 AA2021  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AA2021  ELLIP HEIGHT-         183.01  (meters)          (07/29/02) GPS OBS
 AA2021  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AA2021
 AA2021  HORZ ORDER  -  FIRST
 AA2021  ELLP ORDER  -  FOURTH    CLASS I
 AA2021
 AA2021.The horizontal coordinates were established by GPS observations
 AA2021.and adjusted by the National Geodetic Survey in September 1994..
 AA2021
 AA2021.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2021
 AA2021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2021
 AA2021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2021
 AA2021.The ellipsoidal height was determined by GPS observations
 AA2021.and is referenced to NAD 83.
 AA2021
 AA2021.The geoid height was determined by GEOID03.
 AA2021
 AA2021;                    North         East     Units Scale Factor Converg.
 AA2021;SPC AL W     -   395,655.252   644,541.619   MT  0.99995778   +0 15 55.0
 AA2021;UTM  16      - 3,714,205.821   498,119.971   MT  0.99960004   -0 00 40.3
 AA2021
 AA2021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2021!SPC AL W     -   0.99997127  x   0.99995778  =   0.99992905
 AA2021!UTM  16      -   0.99997127  x   0.99960004  =   0.99957132
 AA2021
 AA2021                          SUPERSEDED SURVEY CONTROL
 AA2021
 AA2021  ELLIP H (09/29/94)  183.07   (m)                       GP(       ) 3 2
 AA2021  NGVD 29 (09/29/94)  211.9    (m)          695.     (f) GPS OBS        
 AA2021
 AA2021.Superseded values are not recommended for survey control.
 AA2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2021.See file dsdata.txt to determine how the superseded data were derived.
 AA2021
 AA2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9812014206(NAD 83)
 AA2021_MARKER: DD = SURVEY DISK
 AA2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2021_SP_SET: CONCRETE POST
 AA2021_STAMPING: 37-66 1993
 AA2021_MARK LOGO: ALHD  
 AA2021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2021+STABILITY: SURFACE MOTION
 AA2021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2021+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2021
 AA2021  HISTORY     - Date     Condition        Report By
 AA2021  HISTORY     - 1993     MONUMENTED       ALHD
 AA2021
 AA2021                          STATION DESCRIPTION
 AA2021
 AA2021'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2021'THE STATION IS LOCATED IN JEFFERSON COUNTY ON AN ALABAMA POWER COMPANY
 AA2021'HIGH VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 3.35 MI (5.39 KM)
 AA2021'NORTH-NORTHWEST OF MAYTOWN AND ABOUT 3.85 MI (6.20 KM) SOUTHWEST OF
 AA2021'ADAMSVILLE. TO REACH THE STATION FROM EXIT 121 ON I-20 AND I-59 (MILE
 AA2021'POST 0.15 ON ALA 269) IN BIRMINGHAM, DRIVE NORTHWEST, WEST, AND
 AA2021'SOUTHWEST ON ALA 269 FOR 7.20 MI (11.59 KM) TO MILE POST 7.35 AND
 AA2021'SHADY GROVE ROAD (JEFFERSON COUNTY ROAD NO. 45) ON THE RIGHT IN
 AA2021'MAYTOWN, TURN RIGHT ON SHADY GROVE ROAD AND DRIVE NORTH FOR 1.55 MI
 AA2021'(2.49 KM) TO ELBOW PORTER ROAD (JEFFERSON COUNTY ROAD NO. 45) ON THE
 AA2021'LEFT, TURN LEFT ON ELBOW PORTER ROAD AND DRIVE NORTHWEST FOR 1.65 MI
 AA2021'(2.66 KM) TO A HIGH VOLTAGE POWER LINE CROSSING AND THE STATION ON THE
 AA2021'RIGHT. THE STATION IS LOCATED ON THE HIGHEST POINT OF OF THE HIGH
 AA2021'VOLTAGE POWER LINE CLEARING, 49.2 FT (15.0 M) EAST-NORTHEAST OF THE
 AA2021'CENTERLINE OF ELBOW PORTER ROAD, 1.8 FT (0.5 M) WEST OF A CARSONITE
 AA2021'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-67 1993 MAY BE
 AA2021'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2022 ***********************************************************************
 AA2022  DESIGNATION -  37 67
 AA2022  PID         -  AA2022
 AA2022  STATE/COUNTY-  AL/JEFFERSON
 AA2022  USGS QUAD   -  SYLVAN SPRINGS (1982)
 AA2022
 AA2022                         *CURRENT SURVEY CONTROL
 AA2022  ___________________________________________________________________
 AA2022* NAD 83(1992)-  33 34 39.76897(N)    087 01 00.10927(W)     ADJUSTED  
 AA2022* NAVD 88     -       153.0    (meters)     502.     (feet)  VERTCON   
 AA2022  ___________________________________________________________________
 AA2022  X           -     276,848.383 (meters)                     COMP
 AA2022  Y           -  -5,312,201.477 (meters)                     COMP
 AA2022  Z           -   3,507,587.390 (meters)                     COMP
 AA2022  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AA2022  ELLIP HEIGHT-         124.08  (meters)          (07/29/02) GPS OBS
 AA2022  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AA2022
 AA2022  HORZ ORDER  -  FIRST
 AA2022  ELLP ORDER  -  FOURTH    CLASS I
 AA2022
 AA2022.The horizontal coordinates were established by GPS observations
 AA2022.and adjusted by the National Geodetic Survey in September 1994..
 AA2022
 AA2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2022
 AA2022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2022
 AA2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2022
 AA2022.The ellipsoidal height was determined by GPS observations
 AA2022.and is referenced to NAD 83.
 AA2022
 AA2022.The geoid height was determined by GEOID03.
 AA2022
 AA2022;                    North         East     Units Scale Factor Converg.
 AA2022;SPC AL W     -   396,786.848   644,866.788   MT  0.99995814   +0 16 02.3
 AA2022;UTM  16      - 3,715,335.431   498,450.478   MT  0.99960003   -0 00 33.2
 AA2022
 AA2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2022!SPC AL W     -   0.99998052  x   0.99995814  =   0.99993866
 AA2022!UTM  16      -   0.99998052  x   0.99960003  =   0.99958056
 AA2022
 AA2022                          SUPERSEDED SURVEY CONTROL
 AA2022
 AA2022  ELLIP H (09/29/94)  124.14   (m)                       GP(       ) 3 2
 AA2022  NGVD 29 (09/29/94)  152.9    (m)          502.     (f) GPS OBS        
 AA2022
 AA2022.Superseded values are not recommended for survey control.
 AA2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2022.See file dsdata.txt to determine how the superseded data were derived.
 AA2022
 AA2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9845015335(NAD 83)
 AA2022_MARKER: DD = SURVEY DISK
 AA2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2022_SP_SET: CONCRETE POST
 AA2022_STAMPING: 37-67 1993
 AA2022_MARK LOGO: ALHD  
 AA2022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2022+STABILITY: SURFACE MOTION
 AA2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2022+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2022
 AA2022  HISTORY     - Date     Condition        Report By
 AA2022  HISTORY     - 1993     MONUMENTED       ALHD
 AA2022
 AA2022                          STATION DESCRIPTION
 AA2022
 AA2022'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2022'THE STATION IS LOCATED IN JEFFERSON COUNTY ON AN ALABAMA POWER COMPANY
 AA2022'HIGH VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 2.85 MI (4.59 KM)
 AA2022'NORTH-NORTHWEST OF MAYTOWN AND ABOUT 4.30 MI (6.92 KM) SOUTHWEST OF
 AA2022'ADAMSVILLE. TO REACH THE STATION FROM EXIT 121 ON I-20 AND I-59 (MILE
 AA2022'POST 0.15 ON ALA 269) IN BIRMINGHAM, DRIVE NORTHWEST, WEST, AND
 AA2022'SOUTHWEST ON ALA 269 FOR 7.20 MI (11.59 KM) TO MILE POST 7.35 AND
 AA2022'SHADY GROVE ROAD (JEFFERSON COUNTY ROAD NO. 45) ON THE RIGHT IN
 AA2022'MAYTOWN, TURN RIGHT ON SHADY GROVE ROAD AND DRIVE NORTH FOR 1.55 MI
 AA2022'(2.49 KM) TO ELBOW PORTER ROAD ON THE LEFT, CONTINUE NORTH ON SHADY
 AA2022'GROVE ROAD FOR 1.95 MI (3.14 KM) TO A GRAVEL ROAD ON THE LEFT, TURN
 AA2022'LEFT ON THE GRAVEL ROAD AND DRIVE WEST FOR 0.90 MI (1.45 KM) TO A GATE
 AA2022'AT A HIGH VOLTAGE POWER LINE CROSSING AND THE STATION ON THE RIGHT.
 AA2022'THE STATION IS 3.1 FT (0.9 M) EAST OF A LINE OF STEEL AND TREATED WOOD
 AA2022'POSTS, 29.0 FT (8.8 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 80.6
 AA2022'FT (24.6 M) NORTH OF A JUNCTION POWER POLE, 99.0 FT (30.2 M) NORTH OF
 AA2022'THE NORTH POST OF A RED PIPE GATE, 105.3 FT (32.1 M) NORTH OF THE
 AA2022'CENTER OF THE GRAVEL ROAD, 112.8 FT (34.4 M) SOUTH OF TRANSFORMER
 AA2022'POWER POLE NO. BA 382, 134.0 FT (40.8 M) NORTHEAST OF THE NORTHEAST
 AA2022'CORNER OF A STEEL POWER LINE TOWER, 3.0 FT (0.9 M) EAST OF A CARSONITE
 AA2022'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 37-66 1993 MAY BE
 AA2022'USED AS AN AZIMUTH FOR THIS STATION. NOTE - THE GATE AT THE PAVED ROAD
 AA2022'IS LOCKED WHEN NO ONE IS HOME ON THIS ROAD. CALL MR. JOE FARLEY AT
 AA2022'205-674-3124 TO BE SURE THE GATE WILL BE OPEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2023 ***********************************************************************
 AA2023  DESIGNATION -  37 68
 AA2023  PID         -  AA2023
 AA2023  STATE/COUNTY-  AL/JEFFERSON
 AA2023  USGS QUAD   -  ARGO (1970)
 AA2023
 AA2023                         *CURRENT SURVEY CONTROL
 AA2023  ___________________________________________________________________
 AA2023* NAD 83(1992)-  33 44 20.29070(N)    086 33 42.57422(W)     ADJUSTED  
 AA2023* NAVD 88     -       283.9    (meters)     931.     (feet)  VERTCON   
 AA2023  ___________________________________________________________________
 AA2023  X           -     318,424.751 (meters)                     COMP
 AA2023  Y           -  -5,300,049.171 (meters)                     COMP
 AA2023  Z           -   3,522,547.677 (meters)                     COMP
 AA2023  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA2023  ELLIP HEIGHT-         254.67  (meters)          (07/29/02) GPS OBS
 AA2023  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AA2023
 AA2023  HORZ ORDER  -  FIRST
 AA2023  ELLP ORDER  -  FOURTH    CLASS I
 AA2023
 AA2023.The horizontal coordinates were established by GPS observations
 AA2023.and adjusted by the National Geodetic Survey in September 1994..
 AA2023
 AA2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2023
 AA2023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2023
 AA2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2023
 AA2023.The ellipsoidal height was determined by GPS observations
 AA2023.and is referenced to NAD 83.
 AA2023
 AA2023.The geoid height was determined by GEOID03.
 AA2023
 AA2023;                    North         East     Units Scale Factor Converg.
 AA2023;SPC AL W     -   414,962.232   686,932.905   MT  1.00002647   +0 31 16.0
 AA2023;UTM  16      - 3,733,300.263   540,587.907   MT  0.99962031   +0 14 36.1
 AA2023
 AA2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2023!SPC AL W     -   0.99996002  x   1.00002647  =   0.99998649
 AA2023!UTM  16      -   0.99996002  x   0.99962031  =   0.99958035
 AA2023
 AA2023:                Primary Azimuth Mark                     Grid Az
 AA2023:SPC AL W     -  37 69                                    054 06 45.8
 AA2023:UTM  16      -  37 69                                    054 23 25.7
 AA2023
 AA2023|---------------------------------------------------------------------|
 AA2023| PID    Reference Object                     Distance      Geod. Az  |
 AA2023|                                                           dddmmss.s |
 AA2023| AA2024 37 69                               434.808 METERS 0543801.8 |
 AA2023|---------------------------------------------------------------------|
 AA2023
 AA2023                          SUPERSEDED SURVEY CONTROL
 AA2023
 AA2023  ELLIP H (09/29/94)  254.73   (m)                       GP(       ) 3 2
 AA2023  NGVD 29 (09/29/94)  283.8    (m)          931.     (f) GPS OBS        
 AA2023
 AA2023.Superseded values are not recommended for survey control.
 AA2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2023.See file dsdata.txt to determine how the superseded data were derived.
 AA2023
 AA2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4058833300(NAD 83)
 AA2023_MARKER: DD = SURVEY DISK
 AA2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2023_SP_SET: CONCRETE POST
 AA2023_STAMPING: 37-68 1993
 AA2023_MARK LOGO: ALHD  
 AA2023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2023+STABILITY: SURFACE MOTION
 AA2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2023+SATELLITE: SATELLITE OBSERVATIONS - January 09, 2006
 AA2023
 AA2023  HISTORY     - Date     Condition        Report By
 AA2023  HISTORY     - 1993     MONUMENTED       ALHD
 AA2023  HISTORY     - 20060109 GOOD             ALPCO
 AA2023
 AA2023                          STATION DESCRIPTION
 AA2023
 AA2023'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2023'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE EAST RIGHT OF WAY OF
 AA2023'CLAYTON ROAD, ABOUT 7.60 MI (12.23 KM) NORTHEAST OF PINSON AND ABOUT
 AA2023'8.60 MI (13.84 KM) NORTH-NORTHEAST OF TRUSSVILLE. TO REACH THE STATION
 AA2023'FROM EXIT 141 ON I-59, DRIVE NORTHWEST ON CHALKVILLE MT ROAD
 AA2023'(JEFFERSON COUNTY ROAD NO. 10) FOR 2.15 MI (3.46 KM) TO OLD
 AA2023'SPRINGVILLE ROAD (JEFFERSON COUNTY ROAD NO. 30) LEFT AND RIGHT AT A
 AA2023'TRAFFIC LIGHT, TURN RIGHT ON OLD SPRINGVILLE ROAD AND DRIVE NORTHEAST
 AA2023'FOR 6.60 MI (10.62 KM) TO CLAYTON ROAD ON THE LEFT, TURN LEFT ON
 AA2023'CLAYTON ROAD AND DRIVE NORTHEAST FOR 1.55 MI (2.49 KM) TO THE STATION
 AA2023'ON THE RIGHT. THE STATION IS 19.0 FT (5.8 M) EAST OF THE CENTERLINE OF
 AA2023'CLAYTON ROAD, 47.0 FT (14.3 M) SOUTH OF THE CENTER OF A FIELD ROAD,
 AA2023'58.0 FT (17.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A MASONRY WELL
 AA2023'CURBING ACROSS THE ROAD, 59.8 FT (18.2 M) SOUTH OF TRANSFORMER POWER
 AA2023'POLE NO. 25, 99.4 FT (30.3 M) NORTH OF A GRAPHIC CURVE AND 25 MPH
 AA2023'SIGN, 1.8 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2023'WITH THE GROUND. STATION 37-69 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2023'STATION.
 AA2023
 AA2023                          STATION RECOVERY (2006)
 AA2023
 AA2023'RECOVERY NOTE BY ALABAMA POWER COMPANY 2006 (LG)
 AA2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2747 ***********************************************************************
 DH2747  DESIGNATION -  37 7
 DH2747  PID         -  DH2747
 DH2747  STATE/COUNTY-  AL/JEFFERSON
 DH2747  USGS QUAD   -  BROOKSIDE (1986)
 DH2747
 DH2747                         *CURRENT SURVEY CONTROL
 DH2747  ___________________________________________________________________
 DH2747* NAD 83(1992)-  33 40 24.19930(N)    086 57 12.60832(W)     ADJUSTED  
 DH2747* NAVD 88     -       150.84   (meters)     494.9    (feet)  N HEIGHT  
 DH2747  ___________________________________________________________________
 DH2747  X           -     282,394.927 (meters)                     COMP
 DH2747  Y           -  -5,306,022.916 (meters)                     COMP
 DH2747  Z           -   3,516,422.647 (meters)                     COMP
 DH2747  LAPLACE CORR-          -2.47  (seconds)                    DEFLEC99
 DH2747  ELLIP HEIGHT-         122.02  (meters)          (07/29/02) GPS OBS
 DH2747  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DH2747  DYNAMIC HT  -         150.68  (meters)     494.4   (feet)  COMP
 DH2747  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 DH2747
 DH2747  HORZ ORDER  -  FIRST
 DH2747  VERT ORDER  -  THIRD
 DH2747  ELLP ORDER  -  FOURTH    CLASS I
 DH2747
 DH2747.The horizontal coordinates were established by GPS observations
 DH2747.and adjusted by the National Geodetic Survey in December 1992..
 DH2747
 DH2747.The orthometric height was determined by differential leveling
 DH2747.and adjusted by the National Geodetic Survey in September 1998..
 DH2747.The height was determined by precise leveling from only one NSRS
 DH2747.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DH2747.allowed ONLY to validate the GPS-derived height.
 DH2747
 DH2747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2747
 DH2747.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2747
 DH2747.The ellipsoidal height was determined by GPS observations
 DH2747.and is referenced to NAD 83.
 DH2747
 DH2747.The geoid height was determined by GEOID03.
 DH2747
 DH2747.The dynamic height is computed by dividing the NAVD 88
 DH2747.geopotential number by the normal gravity value computed on the
 DH2747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2747.degrees latitude (g = 980.6199 gals.).
 DH2747
 DH2747.The modeled gravity was interpolated from observed gravity values.
 DH2747
 DH2747;                    North         East     Units Scale Factor Converg.
 DH2747;SPC AL W     -   407,427.353   650,677.401   MT  0.99996498   +0 18 10.9
 DH2747;UTM  16      - 3,725,943.895   504,310.325   MT  0.99960023   +0 01 32.8
 DH2747
 DH2747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2747!SPC AL W     -   0.99998084  x   0.99996498  =   0.99994583
 DH2747!UTM  16      -   0.99998084  x   0.99960023  =   0.99958108
 DH2747
 DH2747                          SUPERSEDED SURVEY CONTROL
 DH2747
 DH2747  ELLIP H (12/04/92)  122.07   (m)                       GP(       ) 4 1
 DH2747  NAD 83(1986)-  33 40 24.20581(N)    086 57 12.60754(W) AD(       ) 1
 DH2747  NGVD 29 (??/??/??)  150.80   (m)          494.7    (f) N HEIGHT    3  
 DH2747
 DH2747.Superseded values are not recommended for survey control.
 DH2747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2747.See file dsdata.txt to determine how the superseded data were derived.
 DH2747
 DH2747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0431025944(NAD 83)
 DH2747_MARKER: DD = SURVEY DISK
 DH2747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2747_SP_SET: CONCRETE POST
 DH2747_STAMPING: 37-7 1989
 DH2747_MARK LOGO: ALHD  
 DH2747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2747+STABILITY: SURFACE MOTION
 DH2747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2747+SATELLITE: SATELLITE OBSERVATIONS - August 02, 1993
 DH2747
 DH2747  HISTORY     - Date     Condition        Report By
 DH2747  HISTORY     - 1989     MONUMENTED       ALHD
 DH2747  HISTORY     - 19900306 GOOD
 DH2747  HISTORY     - 19920421 GOOD             ALHD
 DH2747  HISTORY     - 19930802 GOOD             ALHD
 DH2747
 DH2747                          STATION DESCRIPTION
 DH2747
 DH2747'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2747'THE STATION IS LOCATED IN NORTHWEST JEFFERSON COUNTY, APPROXIMATELY 11
 DH2747'MI (17.7 KM) NORTHWEST OF BIRMINGHAM ON ALABAMA POWER COMPANY RIGHT
 DH2747'OF WAY NEAR THE CARDIFF-LINN CROSSING ROAD.
 DH2747'TO REACH THE STATION FROM THE UNDERPASS UNDER THE RAILROAD IN LINN
 DH2747'CROSSING, DRIVE SOUTHEASTERLY ON THE CARDIFF-LINN CROSSING ROAD 0.05
 DH2747'MI (0.08 KM) TO A (Y) INTERSECTION, TAKE THE LEFT FORK AND DRIVE
 DH2747'SOUTHEASTERLY 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT.
 DH2747'THE STATION IS 66.0 FT (20.1 M) SOUTH OF THE CARDIFF-LINN CROSSING
 DH2747'ROAD, 95.0 FT (29.0 M) SOUTHWEST OF POWER POLE NO. 15 IN A LINE
 DH2747'CROSSING THE PAVED ROAD, 46.0 FT (14.0 M) NORTH OF A HIGH VOLTAGE
 DH2747'POWER POLE, 43.0 FT (13.1 M) NORTH OF ALABAMA BY-PRODUCTS COMPANY
 DH2747'CONCRETE MARKER NO. C14C, 44.7 FT (13.6 M) NORTH OF AN ABC WITNESS
 DH2747'POST AND SIGN, 3.1 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND
 DH2747'SET FLUSH WITH THE GROUND.
 DH2747'ALABAMA BY-PRODUCTS MARKER C15C MAY BE USED AS AN AZIMUTH FOR THIS
 DH2747'STATION.
 DH2747
 DH2747                          STATION RECOVERY (1990)
 DH2747
 DH2747'RECOVERED 1990
 DH2747'RECOVERED IN GOOD CONDITION.
 DH2747
 DH2747                          STATION RECOVERY (1992)
 DH2747
 DH2747'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2747'THE STATION IS LOCATED IN NORTHWEST JEFFERSON COUNTY, APPROXIMATELY 11
 DH2747'MI (17.7 KM) NORTHWEST OF BIRMINGHAM ON ALABAMA POWER COMPANY RIGHT
 DH2747'OF WAY NEAR THE CARDIFF-LYNNS CROSSING ROAD.
 DH2747'TO REACH THE STATION FROM THE UNDERPASS UNDER THE RAILROAD IN LYNNS
 DH2747'CROSSING, DRIVE SOUTHEASTERLY ON THE CARDIFF-LYNNS CROSSING ROAD FOR
 DH2747'0.05 MI (0.08 KM) TO A Y-INTERSECTION, TAKE THE LEFT FORK AND DRIVE
 DH2747'SOUTHEASTERLY  ON LYNNS CROSSING ROAD FOR 0.85 MI (1.37 KM) TO THE
 DH2747'STATION ON THE RIGHT.
 DH2747'THE STATION IS 66.0 FT (20.1 M) SOUTH OF THE CARDIFF-LYNNS CROSSING
 DH2747'ROAD, 95.0 FT (29.0 M) SOUTHWEST OF POWER POLE NO. 15 IN A LINE
 DH2747'CROSSING THE PAVED ROAD, 46.0 FT (14.0 M) NORTH OF A HIGH VOLTAGE
 DH2747'POWER POLE, 43.0 FT (13.1 M) NORTH OF ALABAMA BY-PRODUCTS COMPANY
 DH2747'CONCRETE MARKER NO. C 14 C, 44.7 FT (13.6 M) NORTH OF AN ABC WITNESS
 DH2747'POST AND SIGN, 3.1 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND
 DH2747'SET FLUSH WITH THE GROUND.
 DH2747'ALABAMA BY-PRODUCTS MARKER C 15 D IS THE AZIMUTH FOR THIS STATION.
 DH2747
 DH2747                          STATION RECOVERY (1993)
 DH2747
 DH2747'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 DH2747'THE STATION IS LOCATED IN NORTHWEST JEFFERSON COUNTY, APPROXIMATELY 11
 DH2747'MI (17.7 KM) NORTHWEST OF BIRMINGHAM ON ALABAMA POWER COMPANY RIGHT OF
 DH2747'WAY NEAR THE CARDIFF-LINN CROSSING ROAD. TO REACH THE STATION FROM THE
 DH2747'UNDERPASS UNDER THE RAILROAD IN LINN CROSSING, DRIVE SOUTHEASTERLY ON
 DH2747'THE CARDIFF-LINN CROSSING ROAD FOR 0.05 MI (0.08 KM) TO A (Y)
 DH2747'INTERSECTION, TAKE THE LEFT FORK AND DRIVE SOUTHEASTERLY FOR 0.85 MI
 DH2747'(1.37 KM) TO THE STATION ON THE RIGHT. THE STATION IS 66.0 FT (20.1 M)
 DH2747'SOUTH OF THE CARDIFF-LINN CROSSING ROAD, 95.0 FT (29.0 M) SOUTHWEST OF
 DH2747'POWER POLE NO. 15 IN A LINE CROSSING THE PAVED ROAD, 46.0 FT (14.0 M)
 DH2747'NORTH OF A HIGH VOLTAGE POWER POLE, 43.0 FT (13.1 M) NORTH OF ALABAMA
 DH2747'BY-PRODUCTS COMPANY CONCRETE MARKER NO. C14C, 44.7 FT (13.6 M) NORTH
 DH2747'OF AN ABC WITNESS POST AND SIGN, 3.1 FT (0.9 M) NORTH OF A CARSONITE
 DH2747'WITNESS POST, AND SET FLUSH WITH THE GROUND. ALABAMA BY-PRODUCTS
 DH2747'MARKER C 15 D MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2748 ***********************************************************************
 DH2748  DESIGNATION -  37 8
 DH2748  PID         -  DH2748
 DH2748  STATE/COUNTY-  AL/JEFFERSON
 DH2748  USGS QUAD   -  DORA (1983)
 DH2748
 DH2748                         *CURRENT SURVEY CONTROL
 DH2748  ___________________________________________________________________
 DH2748* NAD 83(1992)-  33 39 29.88685(N)    087 02 00.00627(W)     ADJUSTED  
 DH2748* NAVD 88     -       125.7    (meters)     412.     (feet)  VERTCON   
 DH2748  ___________________________________________________________________
 DH2748  X           -     275,048.470 (meters)                     COMP
 DH2748  Y           -  -5,307,316.855 (meters)                     COMP
 DH2748  Z           -   3,515,016.037 (meters)                     COMP
 DH2748  LAPLACE CORR-          -2.61  (seconds)                    DEFLEC99
 DH2748  ELLIP HEIGHT-          97.01  (meters)          (07/29/02) GPS OBS
 DH2748  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DH2748
 DH2748  HORZ ORDER  -  FIRST
 DH2748  ELLP ORDER  -  FOURTH    CLASS I
 DH2748
 DH2748.The horizontal coordinates were established by GPS observations
 DH2748.and adjusted by the National Geodetic Survey in December 1992..
 DH2748
 DH2748.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2748.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2748
 DH2748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2748
 DH2748.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2748
 DH2748.The ellipsoidal height was determined by GPS observations
 DH2748.and is referenced to NAD 83.
 DH2748
 DH2748.The geoid height was determined by GEOID03.
 DH2748
 DH2748;                    North         East     Units Scale Factor Converg.
 DH2748;SPC AL W     -   405,717.778   643,281.897   MT  0.99995642   +0 15 31.1
 DH2748;UTM  16      - 3,724,270.721   496,909.307   MT  0.99960012   -0 01 06.5
 DH2748
 DH2748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2748!SPC AL W     -   0.99998477  x   0.99995642  =   0.99994119
 DH2748!UTM  16      -   0.99998477  x   0.99960012  =   0.99958490
 DH2748
 DH2748                          SUPERSEDED SURVEY CONTROL
 DH2748
 DH2748  ELLIP H (12/04/92)   97.06   (m)                       GP(       ) 4 1
 DH2748  NAD 83(1986)-  33 39 29.89333(N)    087 02 00.00516(W) AD(       ) 1
 DH2748  NGVD 29 (12/04/92)  125.7    (m)          412.     (f) GPS OBS        
 DH2748
 DH2748.Superseded values are not recommended for survey control.
 DH2748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2748.See file dsdata.txt to determine how the superseded data were derived.
 DH2748
 DH2748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9690924271(NAD 83)
 DH2748_MARKER: DD = SURVEY DISK
 DH2748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2748_SP_SET: CONCRETE POST
 DH2748_STAMPING: 37 - 8 1989
 DH2748_MARK LOGO: ALHD  
 DH2748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2748+STABILITY: SURFACE MOTION
 DH2748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2748+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1990
 DH2748
 DH2748  HISTORY     - Date     Condition        Report By
 DH2748  HISTORY     - 1989     MONUMENTED       ALHD
 DH2748  HISTORY     - 19900306 GOOD
 DH2748
 DH2748                          STATION DESCRIPTION
 DH2748
 DH2748'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2748'THE STATION IS LOCATED ABOUT 4 MI (6.4 KM) WEST OF GRAYSVILLE ON A
 DH2748'POWER COMPANY TRANSMISSION LINE RIGHT OF WAY.
 DH2748'TO REACH THE STATION FROM THE OVERPASS OF U.S. 78 OVER THE FLAT TOP
 DH2748'ROAD (JEFFERSON CO. RD. 12) DRIVE WEST ON THE FLAT TOP ROAD 4.00 MI
 DH2748'(6.44 KM) TO THE JONESTOWN ROAD ON THE LEFT AT THE TOP OF A HILL,
 DH2748'TURN LEFT ON THE JONESTOWN ROAD, AND DRIVE SOUTHWESTERLY 0.10 MI
 DH2748'(0.16 KM) TO THE LAST HOUSE TRAILER ON THE LEFT WITH A SIGN ON THE
 DH2748'MAIL BOX WVE DESIGNS AND THE STATION NEAR THE SOUTHEAST CORNER OF THE
 DH2748'YARD UNDER A HIGH VOLTAGE POWER LINE.
 DH2748'THE STATION IS 52.7 FT (16.1 M) EAST OF THE NORTHEAST CORNER OF A 5 FT
 DH2748'(1.5 M) SQUARE STEEL POWER LINE TOWER WITH POWER LINES SOUTH, EAST
 DH2748'AND WEST, 63.2 FT (19.3 M) EAST-SOUTHEAST OF A SINGLE POLE IN THE
 DH2748'MIDDLE LINE, 75.0 FT (22.9 M) SOUTHEST OF THE SOUTH POLE OF A TWO
 DH2748'POLE POWER LINE, 2.0 FT (0.6 M) NORTH - NORTHEAST OF A CARSONITE
 DH2748'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2748'STATION H 100 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2748'BEFORE USING THIS STATION, PLEASE CONTACT MS WANDA VARDEN PHONE 205 -
 DH2748'674 - 1803 OR MS DAPHNE JONES PHONE 205 - 674 - 5976.
 DH2748
 DH2748                          STATION RECOVERY (1990)
 DH2748
 DH2748'RECOVERED 1990
 DH2748'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2749 ***********************************************************************
 DH2749  DESIGNATION -  37 9
 DH2749  PID         -  DH2749
 DH2749  STATE/COUNTY-  AL/JEFFERSON
 DH2749  USGS QUAD   -  ADAMSVILLE (1993)
 DH2749
 DH2749                         *CURRENT SURVEY CONTROL
 DH2749  ___________________________________________________________________
 DH2749* NAD 83(1992)-  33 35 05.76561(N)    086 53 06.18599(W)     ADJUSTED  
 DH2749* NAVD 88     -       223.3    (meters)     733.     (feet)  VERTCON   
 DH2749  ___________________________________________________________________
 DH2749  X           -     289,032.301 (meters)                     COMP
 DH2749  Y           -  -5,311,167.418 (meters)                     COMP
 DH2749  Z           -   3,508,293.535 (meters)                     COMP
 DH2749  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DH2749  ELLIP HEIGHT-         194.33  (meters)          (07/29/02) GPS OBS
 DH2749  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH2749
 DH2749  HORZ ORDER  -  FIRST
 DH2749  ELLP ORDER  -  FOURTH    CLASS I
 DH2749
 DH2749.The horizontal coordinates were established by GPS observations
 DH2749.and adjusted by the National Geodetic Survey in December 1992..
 DH2749
 DH2749.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2749.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2749
 DH2749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2749
 DH2749.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2749
 DH2749.The ellipsoidal height was determined by GPS observations
 DH2749.and is referenced to NAD 83.
 DH2749
 DH2749.The geoid height was determined by GEOID03.
 DH2749
 DH2749;                    North         East     Units Scale Factor Converg.
 DH2749;SPC AL W     -   397,652.544   657,083.318   MT  0.99997349   +0 20 24.7
 DH2749;UTM  16      - 3,716,141.852   510,666.583   MT  0.99960140   +0 03 48.9
 DH2749
 DH2749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2749!SPC AL W     -   0.99996949  x   0.99997349  =   0.99994298
 DH2749!UTM  16      -   0.99996949  x   0.99960140  =   0.99957090
 DH2749
 DH2749                          SUPERSEDED SURVEY CONTROL
 DH2749
 DH2749  ELLIP H (12/04/92)  194.39   (m)                       GP(       ) 4 1
 DH2749  NAD 83(1986)-  33 35 05.77210(N)    086 53 06.18566(W) AD(       ) 1
 DH2749  NGVD 29 (12/04/92)  223.3    (m)          733.     (f) GPS OBS        
 DH2749
 DH2749.Superseded values are not recommended for survey control.
 DH2749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2749.See file dsdata.txt to determine how the superseded data were derived.
 DH2749
 DH2749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1066716142(NAD 83)
 DH2749_MARKER: DD = SURVEY DISK
 DH2749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2749_SP_SET: CONCRETE POST
 DH2749_STAMPING: 37-9 1989
 DH2749_MARK LOGO: ALHD  
 DH2749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2749+STABILITY: SURFACE MOTION
 DH2749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2749+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1992
 DH2749
 DH2749  HISTORY     - Date     Condition        Report By
 DH2749  HISTORY     - 1989     MONUMENTED       ALHD
 DH2749  HISTORY     - 19900307 GOOD
 DH2749  HISTORY     - 19920324 GOOD             ALHD
 DH2749
 DH2749                          STATION DESCRIPTION
 DH2749
 DH2749'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2749'THE STATION IS LOCATED NEAR THE NORTHWEST CORNER OF BIRMINGHAM ON A
 DH2749'TIMBERED KNOLL BETWEEN 2 SUB-DIVISIONS AND ABOUT 300 FT (91.4 M)
 DH2749'SOUTH OF A PIPELINE CLEARING.
 DH2749'TO REACH THE STATION FROM THE ALABAMA HIGHWAY DEPARTMENT THIRD
 DH2749'DIVISION OFFICE ON U.S. 78 WEST IN BIRMINGHAM, DRIVE WEST ON U.S. 78
 DH2749'1.25 MI (2.01 KM) TO CHERRY AVE. ON THE RIGHT AT A TRAFFIC LIGHT,
 DH2749'TURN RIGHT ON CHERRY AVE. AND DRIVE NORTHERLY 2.20 MI (3.54 KM) TO
 DH2749'HEFLIN AVE. E. ON THE LEFT AT AN OLDER WATER TANK, TURN LEFT ON
 DH2749'HEFLIN AVE. E. AND DRIVE WESTERLY 0.75 MI (1.21 KM) TO CEDAR CREST
 DH2749'ROAD ON THE RIGHT JUST PAST HILLVIEW WEST FIRE DEPARTMENT, TURN RIGHT
 DH2749'ON CEDAR CREST ROAD AND DRIVE NORTHERLY 0.50 MI (0.80 KM) TO A (T)
 DH2749'INTERSECTION WITH SUBURBAN DRIVE, TURN RIGHT ON SUBURBAN DRIVE AND
 DH2749'DRIVE EASTERLY 0.05 MI (0.08 KM) TO SPRUCEWOOD PLACE ON THE LEFT,
 DH2749'TURN LEFT ON SPRUCEWOOD PLACE AND DRIVE NORTHERLY AND THEN WESTERLY,
 DH2749'0.20 MI (0.32 KM) TO AN UNNAMED STREET ON THE RIGHT JUST PAST A SHARP
 DH2749'CURVE TO THE LEFT, TURN RIGHT ON THE UNNAMED STREET AND DRIVE
 DH2749'NORTHERLY 0.05 MI (0.08 KM) TO THE END OF PAVEMENT UNDER A HIGH
 DH2749'VOLTAGE POWER LINE, CONTINUE NORTHERLY ON A WOODS ROAD UNDER THE
 DH2749'POWER LINE 0.05 MI (0.08 KM) TO A PIPE LINE CLEARING LEFT AND RIGHT,
 DH2749'TURN RIGHT ON THE PIPE LINE CLEARING AND DRIVE EASTERLY 0.15 MI
 DH2749'(0.24 KM) TO THE TOP OF THE SECOND HILL AND THE STATION 316 FT
 DH2749'(96.3 M) SOUTH OF THIS POINT, PARK HERE AND PACK 316.0 FT (96.3 M) .
 DH2749'SOUTH ALONG THE TOP OF THE RIDGE.
 DH2749'THE STATION IS 316.0 FT (96.3 M) SOUTH OF THE CENTER OF THE PIPELINE
 DH2749'CLEARING, 250.0 FT (76.2 M) SOUTH OF COBB AZIMUTH MARK, 6.3 FT
 DH2749'(1.9 M) NORTH OF A 10 INCH BLACKGUM TREE, 2.5 FT (0.8 M) WEST OF A
 DH2749'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2749'TRIANGULATION STATION COBB 1937 MAY BE USED AS AN AZIMUTH FOR THIS
 DH2749'STATION.
 DH2749
 DH2749                          STATION RECOVERY (1990)
 DH2749
 DH2749'RECOVERED 1990
 DH2749'RECOVERED IN GOOD CONDITION.
 DH2749
 DH2749                          STATION RECOVERY (1992)
 DH2749
 DH2749'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2749'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0438 ***********************************************************************
 BU0438  DESIGNATION -  379
 BU0438  PID         -  BU0438
 BU0438  STATE/COUNTY-  AL/ESCAMBIA
 BU0438  USGS QUAD   -  BROOKLYN (1982)
 BU0438
 BU0438                         *CURRENT SURVEY CONTROL
 BU0438  ___________________________________________________________________
 BU0438* NAD 83(1986)-  31 15 04.     (N)    086 46 32.     (W)     SCALED    
 BU0438* NAVD 88     -        42.192  (meters)     138.42   (feet)  ADJUSTED  
 BU0438  ___________________________________________________________________
 BU0438  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BU0438  DYNAMIC HT  -          42.140 (meters)     138.25  (feet)  COMP
 BU0438  MODELED GRAV-     979,419.2   (mgal)                       NAVD 88
 BU0438
 BU0438  VERT ORDER  -  SECOND    CLASS 0
 BU0438
 BU0438.The horizontal coordinates were scaled from a topographic map and have
 BU0438.an estimated accuracy of +/- 6 seconds.
 BU0438
 BU0438.The orthometric height was determined by differential leveling
 BU0438.and adjusted by the National Geodetic Survey in June 1991..
 BU0438
 BU0438.The geoid height was determined by GEOID03.
 BU0438
 BU0438.The dynamic height is computed by dividing the NAVD 88
 BU0438.geopotential number by the normal gravity value computed on the
 BU0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0438.degrees latitude (g = 980.6199 gals.).
 BU0438
 BU0438.The modeled gravity was interpolated from observed gravity values.
 BU0438
 BU0438;                    North         East    Units  Estimated Accuracy
 BU0438;SPC AL W     -   138,920.      669,000.      MT  (+/- 180 meters Scaled)
 BU0438
 BU0438                          SUPERSEDED SURVEY CONTROL
 BU0438
 BU0438  NGVD 29 (??/??/92)   42.218  (m)          138.51   (f) ADJ UNCH    2 0
 BU0438
 BU0438.Superseded values are not recommended for survey control.
 BU0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0438.See file dsdata.txt to determine how the superseded data were derived.
 BU0438
 BU0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV213574(NAD 83)
 BU0438_MARKER: DB = BENCH MARK DISK
 BU0438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0438_STAMPING: 379
 BU0438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0438+STABILITY: SURFACE MOTION
 BU0438
 BU0438  HISTORY     - Date     Condition        Report By
 BU0438  HISTORY     - UNK      MONUMENTED       ALGS
 BU0438  HISTORY     - 1943     GOOD             NGS
 BU0438
 BU0438                          STATION DESCRIPTION
 BU0438
 BU0438'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0438'0.8 MI S FROM BROOKLYN.
 BU0438'0.8 MILE SOUTH ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE AT
 BU0438'BROOKLYN, SET NEAR A Y ROAD, IN THE NORTHEAST CORNER OF A FIELD, 43.2
 BU0438'FEET WEST OF THE CENTER-LINE OF THE ROAD, 19.8 FEET SOUTHWEST OF A
 BU0438'20-INCH CEDAR TREE, 17.4 FEET WEST OF THE FENCE, 0.3 MILE NORTH OF A
 BU0438'CONCRETE BRIDGE.  BRONZE DISK SET IN TOP OF CONCRETE POST PROJECTING
 BU0438'ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1869 ***********************************************************************
 DG1869  DESIGNATION -  38
 DG1869  PID         -  DG1869
 DG1869  STATE/COUNTY-  AL/TALLADEGA
 DG1869  USGS QUAD   -  MUNFORD (1983)
 DG1869
 DG1869                         *CURRENT SURVEY CONTROL
 DG1869  ___________________________________________________________________
 DG1869* NAD 83(1986)-  33 31 47.     (N)    085 57 03.     (W)     SCALED    
 DG1869* NAVD 88     -       188.916  (meters)     619.80   (feet)  ADJUSTED  
 DG1869  ___________________________________________________________________
 DG1869  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1869  DYNAMIC HT  -         188.712 (meters)     619.13  (feet)  COMP
 DG1869  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 DG1869
 DG1869  VERT ORDER  -  SECOND    CLASS 0
 DG1869
 DG1869.The horizontal coordinates were scaled from a topographic map and have
 DG1869.an estimated accuracy of +/- 6 seconds.
 DG1869
 DG1869.The orthometric height was determined by differential leveling
 DG1869.and adjusted by the National Geodetic Survey in June 1991..
 DG1869
 DG1869.The geoid height was determined by GEOID03.
 DG1869
 DG1869.The dynamic height is computed by dividing the NAVD 88
 DG1869.geopotential number by the normal gravity value computed on the
 DG1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1869.degrees latitude (g = 980.6199 gals.).
 DG1869
 DG1869.The modeled gravity was interpolated from observed gravity values.
 DG1869
 DG1869;                    North         East    Units  Estimated Accuracy
 DG1869;SPC AL E     -   335,950.      189,090.      MT  (+/- 180 meters Scaled)
 DG1869
 DG1869                          SUPERSEDED SURVEY CONTROL
 DG1869
 DG1869  NGVD 29 (??/??/92)  188.84   (m)          619.6    (f) COMPUTED    2 0
 DG1869
 DG1869.Superseded values are not recommended for survey control.
 DG1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1869.See file dsdata.txt to determine how the superseded data were derived.
 DG1869
 DG1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC974105(NAD 83)
 DG1869_MARKER: DD = SURVEY DISK
 DG1869_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1869_SP_SET: CURB
 DG1869_STAMPING: NO 38 1934
 DG1869_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1869
 DG1869  HISTORY     - Date     Condition        Report By
 DG1869  HISTORY     - 1934     MONUMENTED       USGS
 DG1869  HISTORY     - 1948     GOOD             NGS
 DG1869
 DG1869                          STATION DESCRIPTION
 DG1869
 DG1869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1869'AT MUNFORD.
 DG1869'AT MUNFORD, 112 FEET SOUTH-SOUTHWEST AND ACROSS THE LOUISVILLE
 DG1869'AND NASHVILLE RAILROAD AND A BLACK TOP STREET FROM THE
 DG1869'SOUTHWEST CORNER OF THE L. AND N. RR STATION, 26 FEET WEST OF
 DG1869'THE WEST RAIL OF THE MAIN TRACK, 18 FEET SOUTH OF THE CENTER
 DG1869'LINE OF THE BLACK TOP STREET, 35 FEET SOUTHWEST OF THE CENTER OF
 DG1869'THE CROSSING OF THE ROAD AND THE MAIN TRACK, SET IN THE TOP OF
 DG1869'THE SOUTH CURB OF THE STREET, 9.5 FEET WEST OF THE EAST END OF THE
 DG1869'CONCRETE CURB AND ABOUT 0.5 FOOT ABOVE THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0354 ***********************************************************************
 DH0354  DESIGNATION -  38
 DH0354  PID         -  DH0354
 DH0354  STATE/COUNTY-  AL/TALLADEGA
 DH0354  USGS QUAD   -  CHILDERSBURG (1972)
 DH0354
 DH0354                         *CURRENT SURVEY CONTROL
 DH0354  ___________________________________________________________________
 DH0354* NAD 83(1986)-  33 17 25.     (N)    086 21 48.     (W)     SCALED    
 DH0354* NAVD 88     -       128.171  (meters)     420.51   (feet)  ADJUSTED  
 DH0354  ___________________________________________________________________
 DH0354  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0354  DYNAMIC HT  -         128.029 (meters)     420.04  (feet)  COMP
 DH0354  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 DH0354
 DH0354  VERT ORDER  -  SECOND    CLASS 0
 DH0354
 DH0354.The horizontal coordinates were scaled from a topographic map and have
 DH0354.an estimated accuracy of +/- 6 seconds.
 DH0354
 DH0354.The orthometric height was determined by differential leveling
 DH0354.and adjusted by the National Geodetic Survey in June 1991..
 DH0354.WARNING-Repeat measurements at this control monument indicate possible
 DH0354.vertical movement.
 DH0354
 DH0354.The geoid height was determined by GEOID03.
 DH0354
 DH0354.The dynamic height is computed by dividing the NAVD 88
 DH0354.geopotential number by the normal gravity value computed on the
 DH0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0354.degrees latitude (g = 980.6199 gals.).
 DH0354
 DH0354.The modeled gravity was interpolated from observed gravity values.
 DH0354
 DH0354;                    North         East    Units  Estimated Accuracy
 DH0354;SPC AL E     -   309,510.      150,630.      MT  (+/- 180 meters Scaled)
 DH0354
 DH0354                          SUPERSEDED SURVEY CONTROL
 DH0354
 DH0354  NGVD 29 (??/??/92)  128.146  (m)          420.43   (f) ADJ UNCH    2 0
 DH0354
 DH0354.Superseded values are not recommended for survey control.
 DH0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0354.See file dsdata.txt to determine how the superseded data were derived.
 DH0354
 DH0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB592836(NAD 83)
 DH0354_MARKER: DB = BENCH MARK DISK
 DH0354_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0354_SP_SET: PIER
 DH0354_STAMPING: 38
 DH0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0354
 DH0354  HISTORY     - Date     Condition        Report By
 DH0354  HISTORY     - UNK      MONUMENTED       USE
 DH0354  HISTORY     - 1949     GOOD             NGS
 DH0354  HISTORY     - 1950     GOOD             NGS
 DH0354
 DH0354                          STATION DESCRIPTION
 DH0354
 DH0354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0354'0.8 MI N FROM CHILDERSBURG.
 DH0354'ABOUT 0.8 MILE NORTH ALONG THE CENTRAL OF GEORGIA RAILROAD FROM THE
 DH0354'STATION AT CHILDERSBURG, SET IN THE NORTHWEST CORNER OF THE CONCRETE
 DH0354'PIER AT THE SOUTH END OF THE RAILROAD BRIDGE OVER THE COOSA RIVER, 8
 DH0354'FEET WEST OF THE WEST RAIL AND ABOUT 6 FEET BELOW THE TRACK.
 DH0354
 DH0354                          STATION RECOVERY (1950)
 DH0354
 DH0354'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DH0354'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1311 ***********************************************************************
 DH1311  DESIGNATION -  38
 DH1311  PID         -  DH1311
 DH1311  STATE/COUNTY-  AL/JEFFERSON
 DH1311  USGS QUAD   -  ADAMSVILLE (1993)
 DH1311
 DH1311                         *CURRENT SURVEY CONTROL
 DH1311  ___________________________________________________________________
 DH1311* NAD 83(1986)-  33 37 28.     (N)    086 57 15.     (W)     SCALED    
 DH1311* NAVD 88     -       116.948  (meters)     383.69   (feet)  ADJUSTED  
 DH1311  ___________________________________________________________________
 DH1311  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH1311  DYNAMIC HT  -         116.820 (meters)     383.27  (feet)  COMP
 DH1311  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 DH1311
 DH1311  VERT ORDER  -  SECOND    CLASS 0
 DH1311
 DH1311.The horizontal coordinates were scaled from a topographic map and have
 DH1311.an estimated accuracy of +/- 6 seconds.
 DH1311
 DH1311.The orthometric height was determined by differential leveling
 DH1311.and adjusted by the National Geodetic Survey in June 1991..
 DH1311
 DH1311.The geoid height was determined by GEOID03.
 DH1311
 DH1311.The dynamic height is computed by dividing the NAVD 88
 DH1311.geopotential number by the normal gravity value computed on the
 DH1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1311.degrees latitude (g = 980.6199 gals.).
 DH1311
 DH1311.The modeled gravity was interpolated from observed gravity values.
 DH1311
 DH1311;                    North         East    Units  Estimated Accuracy
 DH1311;SPC AL W     -   402,000.      650,640.      MT  (+/- 180 meters Scaled)
 DH1311
 DH1311                          SUPERSEDED SURVEY CONTROL
 DH1311
 DH1311  NGVD 29 (??/??/92)  116.912  (m)          383.57   (f) ADJ UNCH    2 0
 DH1311
 DH1311.Superseded values are not recommended for survey control.
 DH1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1311.See file dsdata.txt to determine how the superseded data were derived.
 DH1311
 DH1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC042205(NAD 83)
 DH1311_MARKER: DD = SURVEY DISK
 DH1311_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1311_SP_SET: BRIDGE
 DH1311_STAMPING: USGS 1903 38 383.27
 DH1311_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1311
 DH1311  HISTORY     - Date     Condition        Report By
 DH1311  HISTORY     - 1903     MONUMENTED
 DH1311  HISTORY     - 1947     GOOD             NGS
 DH1311
 DH1311                          STATION DESCRIPTION
 DH1311
 DH1311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1311'0.6 MI SW FROM BLOSSBURG.
 DH1311'ABOUT 0.6 MILE SOUTHWEST ALONG THE BLOSSBURG-ADAMSVILLE ROAD FROM THE
 DH1311'POST OFFICE AT BLOSSBURG, IN THE TOP OF THE SOUTHEAST CORNER OF THE
 DH1311'SIDE RAIL OF A 25-FOOT CONCRETE BRIDGE, 8 FEET EAST OF THE CENTER LINE
 DH1311'OF THE ROAD, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0592 ***********************************************************************
 EF0592  DESIGNATION -  38
 EF0592  PID         -  EF0592
 EF0592  STATE/COUNTY-  AL/MADISON
 EF0592  USGS QUAD   -  NEWSOME SINKS (1973)
 EF0592
 EF0592                         *CURRENT SURVEY CONTROL
 EF0592  ___________________________________________________________________
 EF0592* NAD 83(1986)-  34 29 14.     (N)    086 30 20.     (W)     SCALED    
 EF0592* NAVD 88     -       175.046  (meters)     574.30   (feet)  ADJUSTED  
 EF0592  ___________________________________________________________________
 EF0592  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EF0592  DYNAMIC HT  -         174.865 (meters)     573.70  (feet)  COMP
 EF0592  MODELED GRAV-     979,597.2   (mgal)                       NAVD 88
 EF0592
 EF0592  VERT ORDER  -  FIRST     CLASS II
 EF0592
 EF0592.The horizontal coordinates were scaled from a topographic map and have
 EF0592.an estimated accuracy of +/- 6 seconds.
 EF0592
 EF0592.The orthometric height was determined by differential leveling
 EF0592.and adjusted by the National Geodetic Survey in June 1991..
 EF0592
 EF0592.The geoid height was determined by GEOID03.
 EF0592
 EF0592.The dynamic height is computed by dividing the NAVD 88
 EF0592.geopotential number by the normal gravity value computed on the
 EF0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0592.degrees latitude (g = 980.6199 gals.).
 EF0592
 EF0592.The modeled gravity was interpolated from observed gravity values.
 EF0592
 EF0592;                    North         East    Units  Estimated Accuracy
 EF0592;SPC AL E     -   442,350.      138,260.      MT  (+/- 180 meters Scaled)
 EF0592
 EF0592                          SUPERSEDED SURVEY CONTROL
 EF0592
 EF0592  NGVD 29 (??/??/92)  175.020  (m)          574.21   (f) ADJ UNCH    1 2
 EF0592
 EF0592.Superseded values are not recommended for survey control.
 EF0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0592.See file dsdata.txt to determine how the superseded data were derived.
 EF0592
 EF0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED453162(NAD 83)
 EF0592_MARKER: DD = SURVEY DISK
 EF0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0592+STABILITY: SURFACE MOTION
 EF0592
 EF0592  HISTORY     - Date     Condition        Report By
 EF0592  HISTORY     - UNK      MONUMENTED       USE
 EF0592  HISTORY     - 1933     GOOD             NGS
 EF0592  HISTORY     - 1934     GOOD             NGS
 EF0592
 EF0592                          STATION DESCRIPTION
 EF0592
 EF0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0592'17.25 MI S FROM GUNTERSVILLE.
 EF0592'LOCATED ON THE CREST OF THE RIGHT BANK OF THE TENNESSEE RIVER AT
 EF0592'CLARKSVILLE LANDING.  50 FT. DOWNSTREAM FROM OLD STORE BUILDING. UNDER
 EF0592'CLUSTER OF SMALL MULBERRY TREES.  NOTE-- CONCRETE POST PROJECT 4
 EF0592'INCHES.
 EF0592
 EF0592                          STATION RECOVERY (1934)
 EF0592
 EF0592'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF0592'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2142 ***********************************************************************
 DJ2142  DESIGNATION -  38 1
 DJ2142  PID         -  DJ2142
 DJ2142  STATE/COUNTY-  AL/LAMAR
 DJ2142  USGS QUAD   -  HIGHTOGY (1985)
 DJ2142
 DJ2142                         *CURRENT SURVEY CONTROL
 DJ2142  ___________________________________________________________________
 DJ2142* NAD 83(1992)-  33 37 57.62769(N)    088 04 26.08968(W)     ADJUSTED  
 DJ2142* NAVD 88     -        95.6    (meters)     314.     (feet)  VERTCON   
 DJ2142  ___________________________________________________________________
 DJ2142  X           -     178,671.550 (meters)                     COMP
 DJ2142  Y           -  -5,312,986.111 (meters)                     COMP
 DJ2142  Z           -   3,512,633.334 (meters)                     COMP
 DJ2142  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DJ2142  ELLIP HEIGHT-          67.52  (meters)          (07/29/02) GPS OBS
 DJ2142  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DJ2142
 DJ2142  HORZ ORDER  -  FIRST
 DJ2142  ELLP ORDER  -  FOURTH    CLASS I
 DJ2142
 DJ2142.The horizontal coordinates were established by GPS observations
 DJ2142.and adjusted by the National Geodetic Survey in December 1992..
 DJ2142
 DJ2142.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2142.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2142
 DJ2142.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2142
 DJ2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2142
 DJ2142.The ellipsoidal height was determined by GPS observations
 DJ2142.and is referenced to NAD 83.
 DJ2142
 DJ2142.The geoid height was determined by GEOID03.
 DJ2142
 DJ2142;                    North         East     Units Scale Factor Converg.
 DJ2142;SPC AL W     -   402,925.472   546,755.171   MT  0.99996827   -0 19 04.4
 DJ2142;UTM  16      - 3,721,945.884   400,399.281   MT  0.99972230   -0 35 41.5
 DJ2142
 DJ2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2142!SPC AL W     -   0.99998940  x   0.99996827  =   0.99995767
 DJ2142!UTM  16      -   0.99998940  x   0.99972230  =   0.99971170
 DJ2142
 DJ2142                          SUPERSEDED SURVEY CONTROL
 DJ2142
 DJ2142  ELLIP H (12/04/92)   67.57   (m)                       GP(       ) 4 1
 DJ2142  NAD 83(1986)-  33 37 57.63301(N)    088 04 26.08854(W) AD(       ) 1
 DJ2142  NGVD 29 (12/04/92)   95.5    (m)          313.     (f) GPS OBS        
 DJ2142
 DJ2142.Superseded values are not recommended for survey control.
 DJ2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2142.See file dsdata.txt to determine how the superseded data were derived.
 DJ2142
 DJ2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0039921946(NAD 83)
 DJ2142_MARKER: DD = SURVEY DISK
 DJ2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2142_SP_SET: CONCRETE POST
 DJ2142_STAMPING: 38-1 1991
 DJ2142_MARK LOGO: ALHD  
 DJ2142_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2142+STABILITY: SURFACE MOTION
 DJ2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2142+SATELLITE: SATELLITE OBSERVATIONS - March 06, 1992
 DJ2142
 DJ2142  HISTORY     - Date     Condition        Report By
 DJ2142  HISTORY     - 1991     MONUMENTED       ALHD
 DJ2142  HISTORY     - 19920306 GOOD
 DJ2142
 DJ2142                          STATION DESCRIPTION
 DJ2142
 DJ2142'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DJ2142'THE STATION IS LOCATED IN LAMAR COUNTY ON THE WEST RIGHT OF WAY OF ALA
 DJ2142'17, ABOUT 5.00 MI (8.05 KM) NORTH OF MILLPORT AND ABOUT 8.60 MI
 DJ2142'(13.84 KM) SOUTH OF VERNON.
 DJ2142'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 96 (MILE POST
 DJ2142'230.00 ON ALA 17 AND MILE POST 11.75 ON ALA 96) IN MILLPORT, DRIVE
 DJ2142'NORTH ON ALA 17 FOR 5.30 MI (8.53 KM) TO MILE POST 235.30 AND THE
 DJ2142'STATION ON THE LEFT.
 DJ2142'THE STATION IS 36.0 FT (11.0 M) WEST OF THE CENTER LINE OF ALA 17,
 DJ2142'67.8 FT (20.7 M) NORTH OF A GRAPHIC CURVE SIGN, 131.0 FT (39.9 M)
 DJ2142'SOUTH-SOUTHWEST OF THE WEST END OF A 24-INCH CORREGATED METAL PIPE
 DJ2142'UNDER ALA 17, 141.5 FT (43.1 M) NORTH OF A JUNCTION POWER POLE, 175.0
 DJ2142'FT (53.3 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. A1 34A
 DJ2142'LP7, 2.1 FT (0.6 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND
 DJ2142'SET FLUSH WITH THE GROUND.
 DJ2142'STATION 38-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2142
 DJ2142                          STATION RECOVERY (1992)
 DJ2142
 DJ2142'RECOVERED 1992
 DJ2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7477 ***********************************************************************
 AA7477  DESIGNATION -  38 10
 AA7477  PID         -  AA7477
 AA7477  STATE/COUNTY-  AL/LAMAR
 AA7477  USGS QUAD   -  HENSON SPRINGS (1967)
 AA7477
 AA7477                         *CURRENT SURVEY CONTROL
 AA7477  ___________________________________________________________________
 AA7477* NAD 83(1992)-  34 01 11.23394(N)    088 06 38.58243(W)     ADJUSTED  
 AA7477* NAVD 88     -       160.3    (meters)     526.     (feet)  VERTCON   
 AA7477  ___________________________________________________________________
 AA7477  X           -     174,472.504 (meters)                     COMP
 AA7477  Y           -  -5,289,264.016 (meters)                     COMP
 AA7477  Z           -   3,548,340.312 (meters)                     COMP
 AA7477  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AA7477  ELLIP HEIGHT-         132.89  (meters)          (07/29/02) GPS OBS
 AA7477  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA7477
 AA7477  HORZ ORDER  -  FIRST
 AA7477  ELLP ORDER  -  FOURTH    CLASS I
 AA7477
 AA7477.The horizontal coordinates were established by GPS observations
 AA7477.and adjusted by the National Geodetic Survey in August 1995..
 AA7477
 AA7477.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7477
 AA7477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7477
 AA7477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7477
 AA7477.The ellipsoidal height was determined by GPS observations
 AA7477.and is referenced to NAD 83.
 AA7477
 AA7477.The geoid height was determined by GEOID03.
 AA7477
 AA7477;                    North         East     Units Scale Factor Converg.
 AA7477;SPC AL W     -   445,881.364   543,595.452   MT  0.99997254   -0 20 30.1
 AA7477;UTM  16      - 3,764,906.117   397,449.029   MT  0.99972964   -0 37 17.3
 AA7477
 AA7477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7477!SPC AL W     -   0.99997914  x   0.99997254  =   0.99995168
 AA7477!UTM  16      -   0.99997914  x   0.99972964  =   0.99970878
 AA7477
 AA7477:                Primary Azimuth Mark                     Grid Az
 AA7477:SPC AL W     -  38 11                                    357 08 39.0
 AA7477:UTM  16      -  38 11                                    357 25 26.2
 AA7477
 AA7477|---------------------------------------------------------------------|
 AA7477| PID    Reference Object                     Distance      Geod. Az  |
 AA7477|                                                           dddmmss.s |
 AA7477| AA7478 38 11                               418.280 METERS 3564808.9 |
 AA7477|---------------------------------------------------------------------|
 AA7477
 AA7477                          SUPERSEDED SURVEY CONTROL
 AA7477
 AA7477  NGVD 29 (08/28/95)  160.3    (m)          526.     (f) GPS OBS        
 AA7477
 AA7477.Superseded values are not recommended for survey control.
 AA7477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7477.See file dsdata.txt to determine how the superseded data were derived.
 AA7477
 AA7477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9744964906(NAD 83)
 AA7477_MARKER: DD = SURVEY DISK
 AA7477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7477_STAMPING: 38-10 1994
 AA7477_MARK LOGO: ALHD  
 AA7477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7477+STABILITY: SURFACE MOTION
 AA7477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7477+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7477
 AA7477  HISTORY     - Date     Condition        Report By
 AA7477  HISTORY     - 1994     MONUMENTED       ALHD
 AA7477
 AA7477                          STATION DESCRIPTION
 AA7477
 AA7477'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7477'THE STATION IS IN LAMAR COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA7477'COUNTY ROAD ABOUT 3.50 MI (5.63 KM) EAST OF DETROIT AND ABOUT 8.25 MI
 AA7477'(13.28 KM) NORTH OF SULLIGENT. TO REACH THE STATION FROM THE JUNCTION
 AA7477'OF U.S. 278 AND AL 17 (MILEPOST 5.81 ON U.S. 278 AND MILEPOST 255.25
 AA7477'ON AL 17) IN SULLIGENT, DRIVE NORTH ON AL 17 FOR 1.80 MI (2.90 KM) TO
 AA7477'MILEPOST 257.05 AND LAMAR COUNTY ROAD NO 35 LEFT AND RIGHT. TURN RIGHT
 AA7477'ON LAMAR COUNTY ROAD NO 35 AND DRIVE NORTHEAST FOR 8.90 MI (14.32 KM)
 AA7477'TO LAMAR COUNTY ROAD NO 16 LEFT. TURN LEFT ON LAMAR COUNTY ROAD NO 16
 AA7477'AND DRIVE WEST FOR 2.90 MI (4.67 KM) TO A PAVED COUNTY ROAD LEFT. TURN
 AA7477'LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.30 MI (0.48 KM) TO
 AA7477'THE STATION ON THE RIGHT. THE STATION IS 3.3 FT (1.0 M) EAST OF A FOUR
 AA7477'STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 21.7 FT (6.6 M) WEST OF
 AA7477'THE CENTER OF A PAVED COUNTY ROAD, 34.0 FT (10.4 M) WEST-NORTHWEST OF
 AA7477'THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 136.2 FT (41.5 M)
 AA7477'NORTH OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A DOUBLE WIDE
 AA7477'MOBILE HOME ON A HILL, 3.3 FT (1.0 M) EAST OF A CARSONITE WITNESS POST
 AA7477'AND SET FLUSH WITH THE GROUND. STATION 38-11 1994 MAY BE USED AS AN
 AA7477'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7478 ***********************************************************************
 AA7478  DESIGNATION -  38 11
 AA7478  PID         -  AA7478
 AA7478  STATE/COUNTY-  AL/LAMAR
 AA7478  USGS QUAD   -  HENSON SPRINGS (1967)
 AA7478
 AA7478                         *CURRENT SURVEY CONTROL
 AA7478  ___________________________________________________________________
 AA7478* NAD 83(1992)-  34 01 24.78808(N)    088 06 39.49183(W)     ADJUSTED  
 AA7478* NAVD 88     -       161.2    (meters)     529.     (feet)  VERTCON   
 AA7478  ___________________________________________________________________
 AA7478  X           -     174,441.506 (meters)                     COMP
 AA7478  Y           -  -5,289,031.979 (meters)                     COMP
 AA7478  Z           -   3,548,686.959 (meters)                     COMP
 AA7478  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AA7478  ELLIP HEIGHT-         133.78  (meters)          (07/29/02) GPS OBS
 AA7478  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA7478
 AA7478  HORZ ORDER  -  FIRST
 AA7478  ELLP ORDER  -  FOURTH    CLASS I
 AA7478
 AA7478.The horizontal coordinates were established by GPS observations
 AA7478.and adjusted by the National Geodetic Survey in August 1995..
 AA7478
 AA7478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7478
 AA7478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7478
 AA7478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7478
 AA7478.The ellipsoidal height was determined by GPS observations
 AA7478.and is referenced to NAD 83.
 AA7478
 AA7478.The geoid height was determined by GEOID03.
 AA7478
 AA7478;                    North         East     Units Scale Factor Converg.
 AA7478;SPC AL W     -   446,299.113   543,574.613   MT  0.99997257   -0 20 30.7
 AA7478;UTM  16      - 3,765,323.861   397,430.234   MT  0.99972969   -0 37 18.0
 AA7478
 AA7478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7478!SPC AL W     -   0.99997900  x   0.99997257  =   0.99995157
 AA7478!UTM  16      -   0.99997900  x   0.99972969  =   0.99970869
 AA7478
 AA7478:                Primary Azimuth Mark                     Grid Az
 AA7478:SPC AL W     -  38 10                                    177 08 39.1
 AA7478:UTM  16      -  38 10                                    177 25 26.4
 AA7478
 AA7478|---------------------------------------------------------------------|
 AA7478| PID    Reference Object                     Distance      Geod. Az  |
 AA7478|                                                           dddmmss.s |
 AA7478| AA7477 38 10                               418.280 METERS 1764808.4 |
 AA7478|---------------------------------------------------------------------|
 AA7478
 AA7478                          SUPERSEDED SURVEY CONTROL
 AA7478
 AA7478  NGVD 29 (08/28/95)  161.2    (m)          529.     (f) GPS OBS        
 AA7478
 AA7478.Superseded values are not recommended for survey control.
 AA7478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7478.See file dsdata.txt to determine how the superseded data were derived.
 AA7478
 AA7478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9743065324(NAD 83)
 AA7478_MARKER: DD = SURVEY DISK
 AA7478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7478_STAMPING: 38-11 1994
 AA7478_MARK LOGO: ALHD  
 AA7478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7478+STABILITY: SURFACE MOTION
 AA7478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7478+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7478
 AA7478  HISTORY     - Date     Condition        Report By
 AA7478  HISTORY     - 1994     MONUMENTED       ALHD
 AA7478
 AA7478                          STATION DESCRIPTION
 AA7478
 AA7478'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7478'THE STATION IS IN LAMAR COUNTY ON THE SOUTH RIGHT OF WAY OF LAMAR
 AA7478'COUNTY ROAD NO 16 ABOUT 3.50 MI (5.63 KM) EAST OF DETROIT AND ABOUT
 AA7478'8.50 MI (13.68 KM) NORTH OF SULLIGENT. TO REACH THE STATION FROM THE
 AA7478'JUNCTION OF U.S. 278 AND AL 17 (MILEPOST 5.81 ON U.S. 278 AND MILEPOST
 AA7478'255.25 ON AL 17) IN SULLIGENT, DRIVE NORTH ON AL 17 FOR 1.80 MI (2.90
 AA7478'KM) TO MILEPOST 257.05 AND LAMAR COUNTY ROAD NO 35 LEFT AND RIGHT.
 AA7478'TURN RIGHT ON LAMAR COUNTY ROAD NO 35 AND DRIVE NORTHEAST FOR 8.90 MI
 AA7478'(14.32 KM) TO LAMAR COUNTY ROAD NO 16 LEFT. TURN LEFT ON LAMAR COUNTY
 AA7478'ROAD NO 16 AND DRIVE WEST FOR 2.90 MI (4.67 KM) TO THE STATION ON THE
 AA7478'LEFT. THE STATION IS 36.7 FT (11.2 M) SOUTH-SOUTHEAST OF THE CENTER OF
 AA7478'LAMAR COUNTY ROAD NO 16, 50.0 FT (15.2 M) SOUTHWEST OF THE CENTER OF A
 AA7478'GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE ON A HILL, 50.1 FT (15.3 M)
 AA7478'EAST-NORTHEAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE AND ONE
 AA7478'TRANSFORMER, 70.0 FT (21.3 M) EAST-NORTHEAST OF A LIBERTY MISSIONARY
 AA7478'CHURCH DIRECTIONAL SIGN, 73.5 FT (22.4 M) EAST-NORTHEAST OF A JUNCTION
 AA7478'POWER POLE WITH TWO GUY WIRES, 73.6 FT (22.4 M) EAST-NORTHEAST OF A
 AA7478'TELEPHONE CABLE PEDESTAL, 85.4 FT (26.0 M) EAST OF A NORTH WEST
 AA7478'ALABAMA GAS LINE MARKER ACROSS LAMAR COUNTY ROAD NO 16, 2.0 FT (0.6 M)
 AA7478'NORTH-NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7478'GROUND. STATION 38-10 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7479 ***********************************************************************
 AA7479  DESIGNATION -  38 12
 AA7479  PID         -  AA7479
 AA7479  STATE/COUNTY-  AL/LAMAR
 AA7479  USGS QUAD   -  HENSON SPRINGS (1967)
 AA7479
 AA7479                         *CURRENT SURVEY CONTROL
 AA7479  ___________________________________________________________________
 AA7479* NAD 83(1992)-  34 01 15.43257(N)    088 01 26.83766(W)     ADJUSTED  
 AA7479* NAVD 88     -       140.1    (meters)     460.     (feet)  VERTCON   
 AA7479  ___________________________________________________________________
 AA7479  X           -     182,463.324 (meters)                     COMP
 AA7479  Y           -  -5,288,905.219 (meters)                     COMP
 AA7479  Z           -   3,548,436.243 (meters)                     COMP
 AA7479  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AA7479  ELLIP HEIGHT-         112.70  (meters)          (07/29/02) GPS OBS
 AA7479  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA7479
 AA7479  HORZ ORDER  -  FIRST
 AA7479  ELLP ORDER  -  FOURTH    CLASS I
 AA7479
 AA7479.The horizontal coordinates were established by GPS observations
 AA7479.and adjusted by the National Geodetic Survey in August 1995..
 AA7479
 AA7479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7479
 AA7479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7479
 AA7479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7479
 AA7479.The ellipsoidal height was determined by GPS observations
 AA7479.and is referenced to NAD 83.
 AA7479
 AA7479.The geoid height was determined by GEOID03.
 AA7479
 AA7479;                    North         East     Units Scale Factor Converg.
 AA7479;SPC AL W     -   445,966.409   551,594.006   MT  0.99996221   -0 17 35.7
 AA7479;UTM  16      - 3,764,952.092   405,445.922   MT  0.99971021   -0 34 22.9
 AA7479
 AA7479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7479!SPC AL W     -   0.99998231  x   0.99996221  =   0.99994452
 AA7479!UTM  16      -   0.99998231  x   0.99971021  =   0.99969252
 AA7479
 AA7479:                Primary Azimuth Mark                     Grid Az
 AA7479:SPC AL W     -  38 13                                    077 10 30.6
 AA7479:UTM  16      -  38 13                                    077 27 17.8
 AA7479
 AA7479|---------------------------------------------------------------------|
 AA7479| PID    Reference Object                     Distance      Geod. Az  |
 AA7479|                                                           dddmmss.s |
 AA7479| AA7480 38 13                               410.626 METERS 0765254.9 |
 AA7479|---------------------------------------------------------------------|
 AA7479
 AA7479                          SUPERSEDED SURVEY CONTROL
 AA7479
 AA7479  ELLIP H (08/28/95)  112.68   (m)                       GP(       ) 4 1
 AA7479  NGVD 29 (08/28/95)  140.0    (m)          459.     (f) GPS OBS        
 AA7479
 AA7479.Superseded values are not recommended for survey control.
 AA7479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7479.See file dsdata.txt to determine how the superseded data were derived.
 AA7479
 AA7479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0544664952(NAD 83)
 AA7479_MARKER: DD = SURVEY DISK
 AA7479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7479_STAMPING: 38-12 1994
 AA7479_MARK LOGO: ALHD  
 AA7479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7479+STABILITY: SURFACE MOTION
 AA7479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7479+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7479
 AA7479  HISTORY     - Date     Condition        Report By
 AA7479  HISTORY     - 1994     MONUMENTED       ALHD
 AA7479
 AA7479                          STATION DESCRIPTION
 AA7479
 AA7479'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7479'THE STATION IS IN LAMAR COUNTY ON THE SOUTH RIGHT OF WAY OF LAMAR
 AA7479'COUNTY ROAD NO 16 ABOUT 8.45 MI (13.60 KM) EAST OF DETROIT AND ABOUT
 AA7479'6.15 MI (9.90 KM) NORTH OF BEAVERTON. TO REACH THE STATION FROM THE
 AA7479'JUNCTION OF U.S. 278 AND AL 17 (MP 5.81 ON U.S. 278 AND MILEPOST
 AA7479'255.25 ON AL 17) IN SULLIGENT, DRIVE NORTHWEST ON AL 17 FOR 1.80 MI
 AA7479'(2.90 KM) TO MILEPOST 257.05 AND LAMAR COUNTY ROAD NO 35 LEFT AND
 AA7479'RIGHT. TURN RIGHT ON LAMAR COUNTY ROAD NO 35 AND DRIVE NORTHEAST FOR
 AA7479'9.00 MI (14.48 KM) TO LAMAR COUNTY ROAD NO 16 RIGHT. TURN RIGHT ON
 AA7479'LAMAR COUNTY ROAD NO 16 AND DRIVE EAST FOR 2.35 MI (3.78 KM) TO THE
 AA7479'STATION ON THE RIGHT. THE STATION IS 33.6 FT (10.2 M) SOUTH OF THE
 AA7479'CENTER OF LAMAR COUNTY ROAD NO 16, 128.7 FT (39.2 M) WEST-SOUTHWEST OF
 AA7479'THE CENTER OF A CONCRETE CULVERT HEADWALL, 136.1 FT (41.5 M) SOUTHWEST
 AA7479'OF THE CENTER OF A CONCRETE CULVERT HEADWALL ACROSS THE ROAD, 2.1 FT
 AA7479'(0.6 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7479'GROUND. STATION 38-13 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7480 ***********************************************************************
 AA7480  DESIGNATION -  38 13
 AA7480  PID         -  AA7480
 AA7480  STATE/COUNTY-  AL/LAMAR
 AA7480  USGS QUAD   -  HENSON SPRINGS (1967)
 AA7480
 AA7480                         *CURRENT SURVEY CONTROL
 AA7480  ___________________________________________________________________
 AA7480* NAD 83(1992)-  34 01 18.45694(N)    088 01 11.25020(W)     ADJUSTED  
 AA7480* NAVD 88     -       153.0    (meters)     502.     (feet)  VERTCON   
 AA7480  ___________________________________________________________________
 AA7480  X           -     182,861.574 (meters)                     COMP
 AA7480  Y           -  -5,288,849.976 (meters)                     COMP
 AA7480  Z           -   3,548,520.686 (meters)                     COMP
 AA7480  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AA7480  ELLIP HEIGHT-         125.58  (meters)          (07/29/02) GPS OBS
 AA7480  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA7480
 AA7480  HORZ ORDER  -  FIRST
 AA7480  ELLP ORDER  -  FOURTH    CLASS I
 AA7480
 AA7480.The horizontal coordinates were established by GPS observations
 AA7480.and adjusted by the National Geodetic Survey in August 1995..
 AA7480
 AA7480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7480
 AA7480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7480
 AA7480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7480
 AA7480.The ellipsoidal height was determined by GPS observations
 AA7480.and is referenced to NAD 83.
 AA7480
 AA7480.The geoid height was determined by GEOID03.
 AA7480
 AA7480;                    North         East     Units Scale Factor Converg.
 AA7480;SPC AL W     -   446,057.553   551,994.372   MT  0.99996173   -0 17 27.0
 AA7480;UTM  16      - 3,765,041.257   405,846.628   MT  0.99970928   -0 34 14.2
 AA7480
 AA7480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7480!SPC AL W     -   0.99998029  x   0.99996173  =   0.99994202
 AA7480!UTM  16      -   0.99998029  x   0.99970928  =   0.99968957
 AA7480
 AA7480:                Primary Azimuth Mark                     Grid Az
 AA7480:SPC AL W     -  38 12                                    257 10 30.7
 AA7480:UTM  16      -  38 12                                    257 27 17.9
 AA7480
 AA7480|---------------------------------------------------------------------|
 AA7480| PID    Reference Object                     Distance      Geod. Az  |
 AA7480|                                                           dddmmss.s |
 AA7480| AA7479 38 12                               410.626 METERS 2565303.7 |
 AA7480|---------------------------------------------------------------------|
 AA7480
 AA7480                          SUPERSEDED SURVEY CONTROL
 AA7480
 AA7480  ELLIP H (08/28/95)  125.56   (m)                       GP(       ) 4 1
 AA7480  NGVD 29 (08/28/95)  152.9    (m)          502.     (f) GPS OBS        
 AA7480
 AA7480.Superseded values are not recommended for survey control.
 AA7480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7480.See file dsdata.txt to determine how the superseded data were derived.
 AA7480
 AA7480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0584765041(NAD 83)
 AA7480_MARKER: DD = SURVEY DISK
 AA7480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7480_STAMPING: 38-13 1994
 AA7480_MARK LOGO: ALHD  
 AA7480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7480+STABILITY: SURFACE MOTION
 AA7480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7480+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7480
 AA7480  HISTORY     - Date     Condition        Report By
 AA7480  HISTORY     - 1994     MONUMENTED       ALHD
 AA7480
 AA7480                          STATION DESCRIPTION
 AA7480
 AA7480'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7480'THE STATION IS IN LAMAR COUNTY ON THE NORTH RIGHT OF WAY OF LAMAR
 AA7480'COUNTY ROAD NO 16 ABOUT 8.70 MI (14.00 KM) EAST OF DETROIT AND ABOUT
 AA7480'6.25 MI (10.06 KM) NORTH OF BEAVERTON. TO REACH THE STATION FROM THE
 AA7480'JUNCTION OF U.S. 278 AND AL 17 (MILEPOST 5.81 ON U.S. 278 AND MILEPOST
 AA7480'255.25 ON AL 17) IN SULLIGENT, DRIVE NORTHWEST ON AL 17 FOR 1.80 MI
 AA7480'(2.90 KM) TO MILEPOST 257.05 AND LAMAR COUNTY ROAD NO 35 LEFT AND
 AA7480'RIGHT. TURN RIGHT ON LAMAR COUNTY ROAD NO 35 AND DRIVE NORTHEAST FOR
 AA7480'9.00 MI (14.48 KM) TO LAMAR COUNTY ROAD NO 16 RIGHT. TURN RIGHT ON
 AA7480'LAMAR COUNTY ROAD NO 16 AND DRIVE EAST FOR 2.60 MI (4.18 KM) TO THE
 AA7480'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF THE
 AA7480'SOUTH END OF AN OLD WOOD POST FENCE, 5.5 FT (1.7 M) WEST OF A WEBB
 AA7480'MISSIONARY BAPTIST CHURCH DIRECTIONAL SIGN, 26.1 FT (8.0 M)
 AA7480'WEST-SOUTHWEST OF A STOP SIGN, 32.6 FT (9.9 M) NORTH OF THE CENTER OF
 AA7480'LAMAR COUNTY ROAD NO 16, 44.0 FT (13.4 M) WEST OF THE CENTER OF A
 AA7480'PAVED COUNTY ROAD, 2.9 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS
 AA7480'POST AND SET FLUSH WITH THE GROUND. STATION 38-12 1994 MAY BE USED AS
 AA7480'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7481 ***********************************************************************
 AA7481  DESIGNATION -  38 14
 AA7481  PID         -  AA7481
 AA7481  STATE/COUNTY-  AL/LAMAR
 AA7481  USGS QUAD   -  SULLIGENT (1985)
 AA7481
 AA7481                         *CURRENT SURVEY CONTROL
 AA7481  ___________________________________________________________________
 AA7481* NAD 83(1992)-  33 56 10.95667(N)    088 07 40.93926(W)     ADJUSTED  
 AA7481* NAVD 88     -        99.0    (meters)     325.     (feet)  VERTCON   
 AA7481  ___________________________________________________________________
 AA7481  X           -     173,040.721 (meters)                     COMP
 AA7481  Y           -  -5,294,433.647 (meters)                     COMP
 AA7481  Z           -   3,540,633.572 (meters)                     COMP
 AA7481  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AA7481  ELLIP HEIGHT-          71.43  (meters)          (07/29/02) GPS OBS
 AA7481  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AA7481
 AA7481  HORZ ORDER  -  FIRST
 AA7481  ELLP ORDER  -  FOURTH    CLASS I
 AA7481
 AA7481.The horizontal coordinates were established by GPS observations
 AA7481.and adjusted by the National Geodetic Survey in August 1995..
 AA7481
 AA7481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7481
 AA7481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7481
 AA7481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7481
 AA7481.The ellipsoidal height was determined by GPS observations
 AA7481.and is referenced to NAD 83.
 AA7481
 AA7481.The geoid height was determined by GEOID03.
 AA7481
 AA7481;                    North         East     Units Scale Factor Converg.
 AA7481;SPC AL W     -   436,639.404   541,938.988   MT  0.99997488   -0 21 02.3
 AA7481;UTM  16      - 3,755,674.581   395,747.915   MT  0.99973398   -0 37 47.3
 AA7481
 AA7481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7481!SPC AL W     -   0.99998879  x   0.99997488  =   0.99996367
 AA7481!UTM  16      -   0.99998879  x   0.99973398  =   0.99972277
 AA7481
 AA7481|---------------------------------------------------------------------|
 AA7481| PID    Reference Object                     Distance      Geod. Az  |
 AA7481|                                                           dddmmss.s |
 AA7481| AA7482 38 15                               392.414 METERS 04113     |
 AA7481|---------------------------------------------------------------------|
 AA7481
 AA7481                          SUPERSEDED SURVEY CONTROL
 AA7481
 AA7481  NGVD 29 (08/28/95)   98.9    (m)          324.     (f) GPS OBS        
 AA7481
 AA7481.Superseded values are not recommended for survey control.
 AA7481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7481.See file dsdata.txt to determine how the superseded data were derived.
 AA7481
 AA7481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9574855675(NAD 83)
 AA7481_MARKER: DD = SURVEY DISK
 AA7481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7481_STAMPING: 38-14 1994
 AA7481_MARK LOGO: ALHD  
 AA7481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7481+STABILITY: SURFACE MOTION
 AA7481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7481+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7481
 AA7481  HISTORY     - Date     Condition        Report By
 AA7481  HISTORY     - 1994     MONUMENTED       ALHD
 AA7481
 AA7481                          STATION DESCRIPTION
 AA7481
 AA7481'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7481'THE STATION IS IN LAMAR COUNTY ON THE SOUTHEAST RIGHT OF WAY OF LAMAR
 AA7481'COUNTY ROAD NO 35 ABOUT 2.45 MI (3.94 KM) NORTH OF SULLIGENT AND ABOUT
 AA7481'6.80 MI (10.94 KM) SOUTHEAST OF DETROIT. TO REACH THE STATION FROM THE
 AA7481'JUNCTION OF U.S. 278 AND AL 17 (MILEPOST 5.81 ON U.S. 278 AND MILEPOST
 AA7481'255.25 ON AL 17) IN SULLIGENT, DRIVE NORTHWEST ON AL 17 FOR 1.80 MI
 AA7481'(2.90 KM) TO MILEPOST 257.05 AND LAMAR COUNTY ROAD NO 35 LEFT AND
 AA7481'RIGHT. TURN RIGHT ON LAMAR COUNTY ROAD NO 35 AND DRIVE NORTHEAST FOR
 AA7481'1.60 MI (2.57 KM) TO THE STATION ON THE RIGHT. THE STATION IS 5.8 FT
 AA7481'(1.8 M) NORTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON GREEN METAL
 AA7481'POSTS WITH SILVER TOPS, 40.0 FT (12.2 M) SOUTHEAST OF THE CENTER OF
 AA7481'LAMAR COUNTY ROAD NO 35, 65.7 FT (20.0 M) SOUTHWEST OF A SIX-INCH BY
 AA7481'TEN-INCH CRAESOTE POST IN THE FENCELINE, 66.0 FT (20.1 M) EAST OF THE
 AA7481'CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 67.4 FT (20.5 M) WEST OF
 AA7481'A POWER POLE WITH ONE GUY WIRE IN A FIELD, 91.0 FT (27.7 M) NORTHEAST
 AA7481'OF THE NORTH ONE OF TWO CONNECTED SIX-INCH BY TEN-INCH CRAESOTE POSTS
 AA7481'IN THE FENCELINE, 5.9 FT (1.8 M) NORTHWEST OF A CARSONITE WITNESS POST
 AA7481'AND SET FLUSH WITH THE GROUND. STATION 38-15 1994 MAY BE USED AS AN
 AA7481'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7482 ***********************************************************************
 AA7482  DESIGNATION -  38 15
 AA7482  PID         -  AA7482
 AA7482  STATE/COUNTY-  AL/LAMAR
 AA7482  USGS QUAD   -  SULLIGENT (1985)
 AA7482
 AA7482                         *CURRENT SURVEY CONTROL
 AA7482  ___________________________________________________________________
 AA7482* NAD 83(1992)-  33 56 20.53805(N)    088 07 30.87248(W)     ADJUSTED  
 AA7482* NAVD 88     -        97.4    (meters)     320.     (feet)  VERTCON   
 AA7482  ___________________________________________________________________
 AA7482  X           -     173,293.683 (meters)                     COMP
 AA7482  Y           -  -5,294,259.204 (meters)                     COMP
 AA7482  Z           -   3,540,877.650 (meters)                     COMP
 AA7482  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AA7482  ELLIP HEIGHT-          69.91  (meters)          (07/29/02) GPS OBS
 AA7482  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AA7482
 AA7482  HORZ ORDER  -  FIRST
 AA7482  ELLP ORDER  -  FOURTH    CLASS I
 AA7482
 AA7482.The horizontal coordinates were established by GPS observations
 AA7482.and adjusted by the National Geodetic Survey in August 1995..
 AA7482
 AA7482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7482
 AA7482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7482
 AA7482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7482
 AA7482.The ellipsoidal height was determined by GPS observations
 AA7482.and is referenced to NAD 83.
 AA7482
 AA7482.The geoid height was determined by GEOID03.
 AA7482
 AA7482;                    North         East     Units Scale Factor Converg.
 AA7482;SPC AL W     -   436,933.029   542,199.306   MT  0.99997450   -0 20 56.7
 AA7482;UTM  16      - 3,755,966.863   396,009.597   MT  0.99973331   -0 37 41.8
 AA7482
 AA7482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7482!SPC AL W     -   0.99998903  x   0.99997450  =   0.99996353
 AA7482!UTM  16      -   0.99998903  x   0.99973331  =   0.99972234
 AA7482
 AA7482|---------------------------------------------------------------------|
 AA7482| PID    Reference Object                     Distance      Geod. Az  |
 AA7482|                                                           dddmmss.s |
 AA7482| AA7481 38 14                               392.414 METERS 22113     |
 AA7482|---------------------------------------------------------------------|
 AA7482
 AA7482                          SUPERSEDED SURVEY CONTROL
 AA7482
 AA7482  NGVD 29 (08/28/95)   97.4    (m)          320.     (f) GPS OBS        
 AA7482
 AA7482.Superseded values are not recommended for survey control.
 AA7482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7482.See file dsdata.txt to determine how the superseded data were derived.
 AA7482
 AA7482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9601055967(NAD 83)
 AA7482_MARKER: DD = SURVEY DISK
 AA7482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7482_STAMPING: 38-15 1994
 AA7482_MARK LOGO: ALHD  
 AA7482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7482+STABILITY: SURFACE MOTION
 AA7482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7482+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7482
 AA7482  HISTORY     - Date     Condition        Report By
 AA7482  HISTORY     - 1994     MONUMENTED       ALHD
 AA7482
 AA7482                          STATION DESCRIPTION
 AA7482
 AA7482'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7482'THE STATION IS IN LAMAR COUNTY ON THE NORTHWEST RIGHT OF WAY OF LAMAR
 AA7482'COUNTY ROAD NO 35 ABOUT 2.70 MI (4.35 KM) NORTH OF SULLIGENT AND ABOUT
 AA7482'6.60 MI (10.62 KM) SOUTHEAST OF DETROIT. TO REACH THE STATION FROM THE
 AA7482'JUNCTION OF U.S. 278 AND AL 17 (MILEPOST 5.81 ON U.S. 278 AND MILEPOST
 AA7482'255.25 ON AL 17) IN SULLIGENT, DRIVE NORTHWERST ON AL 17 FOR 1.80 MI
 AA7482'(2.90 KM) TO MILEPOST 257.05 AND LAMAR COUNTY ROAD NO 35 LEFT AND
 AA7482'RIGHT. TURN RIGHT ON LAMAR COUNTY ROAD NO 35 AND DRIVE NORTHEAST FOR
 AA7482'1.85 MI (2.98 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA7482'(0.9 M) SOUTHEAST OF A FOUR STRAND ELECTRIC FENCE ON WHITE METAL POSTS
 AA7482'WITH RED TOPS, 23.0 FT (7.0 M) NORTHWEST OF THE CENTER OF LAMAR COUNTY
 AA7482'ROAD NO 35, 137.7 FT (42.0 M) SOUTHWEST OF THE NORTHEAST CORNER OF THE
 AA7482'FOUR STRAND ELECTRIC FENCE ON WHITE METAL POSTS WITH RED TOPS, 140.0
 AA7482'FT (42.7 M) WEST OF THE SOUTHWEST POST OF A METAL GATE ACROSS THE ROAD
 AA7482'LEADING INTO A FIELD, 3.2 FT (1.0 M) SOUTHEAST OF A CARSONITE WITNESS
 AA7482'POST AND SET FLUSH WITH THE GROUND. STATION 38-14 1994 MAY BE USED AS
 AA7482'AN AZIMUTH FOR THIS STATION. WARNING----VERY POWERFUL ELECTRIC
 AA7482'FENCE----BE CAREFUL NOT TO TOUCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7483 ***********************************************************************
 AA7483  DESIGNATION -  38 16
 AA7483  PID         -  AA7483
 AA7483  STATE/COUNTY-  AL/LAMAR
 AA7483  USGS QUAD   -  GUIN (1967)
 AA7483
 AA7483                         *CURRENT SURVEY CONTROL
 AA7483  ___________________________________________________________________
 AA7483* NAD 83(1992)-  33 54 56.79981(N)    087 59 59.43824(W)     ADJUSTED  
 AA7483* NAVD 88     -       168.1    (meters)     552.     (feet)  VERTCON   
 AA7483  ___________________________________________________________________
 AA7483  X           -     184,932.664 (meters)                     COMP
 AA7483  Y           -  -5,295,365.117 (meters)                     COMP
 AA7483  Z           -   3,538,776.278 (meters)                     COMP
 AA7483  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AA7483  ELLIP HEIGHT-         140.65  (meters)          (07/29/02) GPS OBS
 AA7483  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA7483
 AA7483  HORZ ORDER  -  FIRST
 AA7483  ELLP ORDER  -  FOURTH    CLASS I
 AA7483
 AA7483.The horizontal coordinates were established by GPS observations
 AA7483.and adjusted by the National Geodetic Survey in August 1995..
 AA7483
 AA7483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7483
 AA7483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7483
 AA7483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7483
 AA7483.The ellipsoidal height was determined by GPS observations
 AA7483.and is referenced to NAD 83.
 AA7483
 AA7483.The geoid height was determined by GEOID03.
 AA7483
 AA7483;                    North         East     Units Scale Factor Converg.
 AA7483;SPC AL W     -   434,289.522   553,779.357   MT  0.99995966   -0 16 44.1
 AA7483;UTM  16      - 3,753,267.645   407,573.767   MT  0.99970531   -0 33 28.5
 AA7483
 AA7483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7483!SPC AL W     -   0.99997792  x   0.99995966  =   0.99993758
 AA7483!UTM  16      -   0.99997792  x   0.99970531  =   0.99968324
 AA7483
 AA7483:                Primary Azimuth Mark                     Grid Az
 AA7483:SPC AL W     -  38 17                                    009 46 10.3
 AA7483:UTM  16      -  38 17                                    010 02 54.7
 AA7483
 AA7483|---------------------------------------------------------------------|
 AA7483| PID    Reference Object                     Distance      Geod. Az  |
 AA7483|                                                           dddmmss.s |
 AA7483| AA7484 38 17                               479.268 METERS 0092926.2 |
 AA7483|---------------------------------------------------------------------|
 AA7483
 AA7483                          SUPERSEDED SURVEY CONTROL
 AA7483
 AA7483  ELLIP H (08/28/95)  140.66   (m)                       GP(       ) 4 1
 AA7483  NGVD 29 (08/28/95)  168.1    (m)          552.     (f) GPS OBS        
 AA7483
 AA7483.Superseded values are not recommended for survey control.
 AA7483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7483.See file dsdata.txt to determine how the superseded data were derived.
 AA7483
 AA7483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0757453268(NAD 83)
 AA7483_MARKER: DD = SURVEY DISK
 AA7483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7483_STAMPING: 38-16 1994
 AA7483_MARK LOGO: ALHD  
 AA7483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7483+STABILITY: SURFACE MOTION
 AA7483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7483+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7483
 AA7483  HISTORY     - Date     Condition        Report By
 AA7483  HISTORY     - 1994     MONUMENTED       ALHD
 AA7483
 AA7483                          STATION DESCRIPTION
 AA7483
 AA7483'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7483'THE STATION IS IN LAMAR COUNTY ON THE EAST RIGHT OF WAY OF A LAMAR
 AA7483'COUNTY GRAVEL ROAD ABOUT 1.60 MI (2.57 KM) SOUTHEAST OF BEAVERTON AND
 AA7483'ABOUT 7.85 MI (12.63 KM) EAST OF SULLIGENT. TO REACH THE STATION FROM
 AA7483'THE JUNCTION OF U.S. 278 AND AL 17 (MILEPOST 5.81 ON U.S. 278 AND
 AA7483'MILEPOST 255.25 ON AL 17) IN SULLIGENT, DRIVE EAST ON U.S. 278 FOR
 AA7483'7.15 MI (11.51 KM) TO MILEP0ST 12.95 AND A PAVED CITY STREET RIGHT IN
 AA7483'BEAVERTON. TURN RIGHT ON THE PAVED CITY STREET AND DRIVE SOUTH FOR
 AA7483'0.10 MI (0.16 KM) TO A CROSSROADS WITH ANOTHER CITY STREET LEFT AND
 AA7483'RIGHT. TURN LEFT AT THE CROSSROADS AND DRIVE SOUTHEAST FOR 0.85 MI
 AA7483'(1.37 KM) TO THE END OF PAVEMENT AND BEGINNING OF A GRAVEL ROAD.
 AA7483'CONTINUE SOUTHEAST AND SOUTH FOR 0.85 MI (1.37 KM) TO THE STATION ON
 AA7483'THE LEFT. THE STATION IS 15.7 FT (4.8 M) EAST OF THE CENTER OF A
 AA7483'GRAVEL ROAD, 25.5 FT (7.8 M) EAST OF A ONE STRAND ELECTRIC FENCE ON
 AA7483'RUSTY STEEL RODS ACROSS THE GRAVEL ROD, 83.7 FT (25.5 M) SOUTH OF THE
 AA7483'CENTER OF A WOODS ROAD LEADING OFF THE GRAVEL ROAD, 112.0 FT (34.1 M)
 AA7483'NORTH OF TELEPHONE CABLE PEDESTAL NO 766 1, 2.2 FT (0.7 M) WEST OF A
 AA7483'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 38-17
 AA7483'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7484 ***********************************************************************
 AA7484  DESIGNATION -  38 17
 AA7484  PID         -  AA7484
 AA7484  STATE/COUNTY-  AL/LAMAR
 AA7484  USGS QUAD   -  GUIN (1967)
 AA7484
 AA7484                         *CURRENT SURVEY CONTROL
 AA7484  ___________________________________________________________________
 AA7484* NAD 83(1992)-  33 55 12.14182(N)    087 59 56.36173(W)     ADJUSTED  
 AA7484* NAVD 88     -       170.0    (meters)     558.     (feet)  VERTCON   
 AA7484  ___________________________________________________________________
 AA7484  X           -     185,002.489 (meters)                     COMP
 AA7484  Y           -  -5,295,100.274 (meters)                     COMP
 AA7484  Z           -   3,539,169.590 (meters)                     COMP
 AA7484  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AA7484  ELLIP HEIGHT-         142.50  (meters)          (07/29/02) GPS OBS
 AA7484  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA7484
 AA7484  HORZ ORDER  -  FIRST
 AA7484  ELLP ORDER  -  FOURTH    CLASS I
 AA7484
 AA7484.The horizontal coordinates were established by GPS observations
 AA7484.and adjusted by the National Geodetic Survey in August 1995..
 AA7484
 AA7484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7484
 AA7484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7484
 AA7484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7484
 AA7484.The ellipsoidal height was determined by GPS observations
 AA7484.and is referenced to NAD 83.
 AA7484
 AA7484.The geoid height was determined by GEOID03.
 AA7484
 AA7484;                    North         East     Units Scale Factor Converg.
 AA7484;SPC AL W     -   434,761.821   553,860.679   MT  0.99995957   -0 16 42.5
 AA7484;UTM  16      - 3,753,739.423   407,657.366   MT  0.99970512   -0 33 27.0
 AA7484
 AA7484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7484!SPC AL W     -   0.99997763  x   0.99995957  =   0.99993720
 AA7484!UTM  16      -   0.99997763  x   0.99970512  =   0.99968276
 AA7484
 AA7484:                Primary Azimuth Mark                     Grid Az
 AA7484:SPC AL W     -  38 16                                    189 46 10.4
 AA7484:UTM  16      -  38 16                                    190 02 54.9
 AA7484
 AA7484|---------------------------------------------------------------------|
 AA7484| PID    Reference Object                     Distance      Geod. Az  |
 AA7484|                                                           dddmmss.s |
 AA7484| AA7483 38 16                               479.268 METERS 1892927.9 |
 AA7484|---------------------------------------------------------------------|
 AA7484
 AA7484                          SUPERSEDED SURVEY CONTROL
 AA7484
 AA7484  NGVD 29 (08/28/95)  169.9    (m)          557.     (f) GPS OBS        
 AA7484
 AA7484.Superseded values are not recommended for survey control.
 AA7484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7484.See file dsdata.txt to determine how the superseded data were derived.
 AA7484
 AA7484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0765753739(NAD 83)
 AA7484_MARKER: DD = SURVEY DISK
 AA7484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7484_STAMPING: 38-17 1994
 AA7484_MARK LOGO: ALHD  
 AA7484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7484+STABILITY: SURFACE MOTION
 AA7484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7484+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7484
 AA7484  HISTORY     - Date     Condition        Report By
 AA7484  HISTORY     - 1994     MONUMENTED       ALHD
 AA7484
 AA7484                          STATION DESCRIPTION
 AA7484
 AA7484'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7484'THE STATION IS IN LAMAR COUNTY ON THE NORTH RIGHT OF WAY OF A LAMAR
 AA7484'COUNTY GRAVEL ROAD ABOUT 1.45 MI (2.33 KM) SOUTHEAST OF BEAVERTON AND
 AA7484'ABOUT 7.90 MI (12.71 KM) EAST OF SULLIGENT. TO REACH THE STATION FROM
 AA7484'THE JUNCTION OF U.S. 278 AND AL 17 (MILEPOST 5.81 ON U.S. 278 AND
 AA7484'MILEPOST 255.25 ON AL 17) IN SULLIGENT, DRIVE EAST ON U.S. 278 FOR
 AA7484'7.15 MI (11.51 KM) TO MILEPOST 12.95 AND A PAVED CITY STREET RIGHT IN
 AA7484'BEAVERTON. TURN RIGHT ON THE CITY STREET AND DRIVE SOUTH FOR 0.10 MI
 AA7484'(0.16 KM) TO A CROSSROADS WITH ANOTHER CITY STREET LEFT AND RIGHT.
 AA7484'TURN LEFT AT THE CROSSROADS AND DRIVE SOUTHEAST FOR 0.85 MI (1.37 KM)
 AA7484'TO THE END OF PAVEMENT AND BEGINNING OF A GRAVEL ROAD. CONTINUE
 AA7484'SOUTHEAST ON THE GRAVEL ROAD FOR 0.55 MI (0.89 KM) TO THE STATION ON
 AA7484'THE LEFT. THE STATION IS 3.2 FT (1.0 M) SOUTH-SOUTHWEST OF A TWO
 AA7484'STRAND ELECTRIC FENCE ON TREATED WOOD POSTS, 21.0 FT (6.4 M)
 AA7484'NORTH-NORTHEAST OF THE CENTER OF THE GRAVEL ROAD, 275.0 FT (83.8 M)
 AA7484'EAST OF A POWER POLE IN A FIELD ACROSS THE GRAVEL ROAD, 3.0 FT (0.9 M)
 AA7484'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7484'GROUND. STATION 38-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7485 ***********************************************************************
 AA7485  DESIGNATION -  38 18
 AA7485  PID         -  AA7485
 AA7485  STATE/COUNTY-  AL/LAMAR
 AA7485  USGS QUAD   -  DETROIT (1967)
 AA7485
 AA7485                         *CURRENT SURVEY CONTROL
 AA7485  ___________________________________________________________________
 AA7485* NAD 83(1992)-  34 01 00.26953(N)    088 11 44.00320(W)     ADJUSTED  
 AA7485* NAVD 88     -       102.9    (meters)     338.     (feet)  VERTCON   
 AA7485  ___________________________________________________________________
 AA7485  X           -     166,644.838 (meters)                     COMP
 AA7485  Y           -  -5,289,657.815 (meters)                     COMP
 AA7485  Z           -   3,548,028.105 (meters)                     COMP
 AA7485  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AA7485  ELLIP HEIGHT-          75.36  (meters)          (07/29/02) GPS OBS
 AA7485  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 AA7485
 AA7485  HORZ ORDER  -  FIRST
 AA7485  ELLP ORDER  -  FOURTH    CLASS I
 AA7485
 AA7485.The horizontal coordinates were established by GPS observations
 AA7485.and adjusted by the National Geodetic Survey in August 1995..
 AA7485
 AA7485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7485
 AA7485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7485
 AA7485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7485
 AA7485.The ellipsoidal height was determined by GPS observations
 AA7485.and is referenced to NAD 83.
 AA7485
 AA7485.The geoid height was determined by GEOID03.
 AA7485
 AA7485;                    North         East     Units Scale Factor Converg.
 AA7485;SPC AL W     -   445,593.519   535,757.463   MT  0.99998419   -0 23 20.9
 AA7485;UTM  16      - 3,764,656.608   389,611.597   MT  0.99975021   -0 40 08.1
 AA7485
 AA7485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7485!SPC AL W     -   0.99998817  x   0.99998419  =   0.99997236
 AA7485!UTM  16      -   0.99998817  x   0.99975021  =   0.99973838
 AA7485
 AA7485:                Primary Azimuth Mark                     Grid Az
 AA7485:SPC AL W     -  38 19                                    072 59 46.6
 AA7485:UTM  16      -  38 19                                    073 16 33.8
 AA7485
 AA7485|---------------------------------------------------------------------|
 AA7485| PID    Reference Object                     Distance      Geod. Az  |
 AA7485|                                                           dddmmss.s |
 AA7485| AA7486 38 19                               450.427 METERS 0723625.7 |
 AA7485|---------------------------------------------------------------------|
 AA7485
 AA7485                          SUPERSEDED SURVEY CONTROL
 AA7485
 AA7485  NGVD 29 (08/28/95)  102.8    (m)          337.     (f) GPS OBS        
 AA7485
 AA7485.Superseded values are not recommended for survey control.
 AA7485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7485.See file dsdata.txt to determine how the superseded data were derived.
 AA7485
 AA7485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8961264657(NAD 83)
 AA7485_MARKER: DD = SURVEY DISK
 AA7485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7485_STAMPING: 38-18 1994
 AA7485_MARK LOGO: ALHD  
 AA7485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7485+STABILITY: SURFACE MOTION
 AA7485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7485+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7485
 AA7485  HISTORY     - Date     Condition        Report By
 AA7485  HISTORY     - 1994     MONUMENTED       ALHD
 AA7485
 AA7485                          STATION DESCRIPTION
 AA7485
 AA7485'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7485'THE STATION IS IN LAMAR COUNTY ON THE NORTH RIGHT OF WAY OF LAMAR
 AA7485'COUNTY ROAD NO 38 ABOUT 1.55 MI (2.49 KM) SOUTHWEST OF DETROIT AND
 AA7485'ABOUT 8.75 MI (14.08 KM) NORTH-NORTHWEST OF SULLIGENT. TO REACH THE
 AA7485'STATION FROM THE JUNCTION OF U.S. 278 AND AL 17 (MILEPOST 5.81 ON U.S.
 AA7485'278 AND MILEPOST 255.25 ON AL 17) IN SULLIGENT, DRIVE NORTHWEST AND
 AA7485'NORTH ON AL 17 FOR 8.95 MI (14.40 KM) TO MILEPOST 264.20 AND LAMAR
 AA7485'COUNTY ROAD NO 38 LEFT. TURN LEFT ON LAMAR COUNTY ROAD NO 38 AND DRIVE
 AA7485'WEST FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA7485'3.2 FT (1.0 M) SOUTH OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED
 AA7485'WIRE ON OLD WOOD POSTS, 24.6 FT (7.5 M) NORTH-NORTHWEST OF THE
 AA7485'CENTERLINE OF LAMAR COUNTY ROAD NO 38, 100.0 FT (30.5 M) EAST OF A
 AA7485'JUNCTION POWER POLE WITH ONE GUY WIRE, 130.6 FT (39.8 M)
 AA7485'WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF A HOG WIRE FENCE WITH ONE
 AA7485'STRAND OF BARBED WIRE ON OLD WOOD POSTS, 3.2 FT (1.0 M)
 AA7485'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7485'GROUND. STATION 38-19 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7486 ***********************************************************************
 AA7486  DESIGNATION -  38 19
 AA7486  PID         -  AA7486
 AA7486  STATE/COUNTY-  AL/LAMAR
 AA7486  USGS QUAD   -  DETROIT (1967)
 AA7486
 AA7486                         *CURRENT SURVEY CONTROL
 AA7486  ___________________________________________________________________
 AA7486* NAD 83(1992)-  34 01 04.63904(N)    088 11 27.25021(W)     ADJUSTED  
 AA7486* NAVD 88     -       105.5    (meters)     346.     (feet)  VERTCON   
 AA7486  ___________________________________________________________________
 AA7486  X           -     167,072.159 (meters)                     COMP
 AA7486  Y           -  -5,289,571.167 (meters)                     COMP
 AA7486  Z           -   3,548,141.176 (meters)                     COMP
 AA7486  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 AA7486  ELLIP HEIGHT-          78.00  (meters)          (07/29/02) GPS OBS
 AA7486  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AA7486
 AA7486  HORZ ORDER  -  FIRST
 AA7486  ELLP ORDER  -  FOURTH    CLASS I
 AA7486
 AA7486.The horizontal coordinates were established by GPS observations
 AA7486.and adjusted by the National Geodetic Survey in August 1995..
 AA7486
 AA7486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7486
 AA7486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7486
 AA7486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7486
 AA7486.The ellipsoidal height was determined by GPS observations
 AA7486.and is referenced to NAD 83.
 AA7486
 AA7486.The geoid height was determined by GEOID03.
 AA7486
 AA7486;                    North         East     Units Scale Factor Converg.
 AA7486;SPC AL W     -   445,725.237   536,188.193   MT  0.99998351   -0 23 11.5
 AA7486;UTM  16      - 3,764,786.191   390,042.863   MT  0.99974904   -0 39 58.8
 AA7486
 AA7486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7486!SPC AL W     -   0.99998776  x   0.99998351  =   0.99997127
 AA7486!UTM  16      -   0.99998776  x   0.99974904  =   0.99973680
 AA7486
 AA7486:                Primary Azimuth Mark                     Grid Az
 AA7486:SPC AL W     -  38 18                                    252 59 46.5
 AA7486:UTM  16      -  38 18                                    253 16 33.8
 AA7486
 AA7486|---------------------------------------------------------------------|
 AA7486| PID    Reference Object                     Distance      Geod. Az  |
 AA7486|                                                           dddmmss.s |
 AA7486| AA7485 38 18                               450.427 METERS 2523635.0 |
 AA7486|---------------------------------------------------------------------|
 AA7486
 AA7486                          SUPERSEDED SURVEY CONTROL
 AA7486
 AA7486  NGVD 29 (08/28/95)  105.5    (m)          346.     (f) GPS OBS        
 AA7486
 AA7486.Superseded values are not recommended for survey control.
 AA7486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7486.See file dsdata.txt to determine how the superseded data were derived.
 AA7486
 AA7486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9004364786(NAD 83)
 AA7486_MARKER: DD = SURVEY DISK
 AA7486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7486_STAMPING: 38-19 1994
 AA7486_MARK LOGO: ALHD  
 AA7486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7486+STABILITY: SURFACE MOTION
 AA7486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7486+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7486
 AA7486  HISTORY     - Date     Condition        Report By
 AA7486  HISTORY     - 1994     MONUMENTED       ALHD
 AA7486
 AA7486                          STATION DESCRIPTION
 AA7486
 AA7486'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7486'THE STATION IS IN LAMAR COUNTY ON THE NORTH RIGHT OF WAY OF LAMAR
 AA7486'COUNTY ROAD NO 38 ABOUT 1.30 MI (2.09 KM) SOUTHWEST OF DETROIT AND
 AA7486'ABOUT 8.70 MI (14.00 KM) NORTH-NORTHWEST OF SULLIGENT. TO REACH THE
 AA7486'STATION FROM THE JUNCTION OF U.S. 278 AND AL 17 (MILEPOST 5.81 ON U.S.
 AA7486'278 AND MILEPOST 255.25 ON AL 17) IN SULLIGENT, DRIVE NORTHWEST AND
 AA7486'NORTH ON AL 17 FOR 8.95 MI (14.40 KM) TO MILEPOST 264.20 AND LAMAR
 AA7486'COUNTY ROAD NO 38 LEFT. TURN LEFT ON LAMAR COUNTY ROAD NO 38 AND DRIVE
 AA7486'WEST FOR 0.20 MI (0.32 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA7486'21.2 FT (6.5 M) WEST OF A WHITE GAS PIPELINE VENT NO 1, 33.5 FT (10.2
 AA7486'M) NORTH OF THE CENTERLINE OF LAMAR COUNTY ROAD NO 38, 46.0 FT (14.0
 AA7486'M) WEST OF A WHITE GAS PIPELINE VENT NO 2, 64.1 FT (19.5 M) NORTH OF A
 AA7486'WHITE GAS PIPELINE VENT NO 1 ACROSS THE ROAD, 72.0 FT (21.9 M)
 AA7486'NORTHWEST OF A WHITE GAS PIPELINE VENT NO 2 ACROSS THE ROAD, 2.0 FT
 AA7486'(0.6 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA7486'THE GROUND. STATION 38-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7486'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2143 ***********************************************************************
 DJ2143  DESIGNATION -  38 2
 DJ2143  PID         -  DJ2143
 DJ2143  STATE/COUNTY-  AL/LAMAR
 DJ2143  USGS QUAD   -  HIGHTOGY (1985)
 DJ2143
 DJ2143                         *CURRENT SURVEY CONTROL
 DJ2143  ___________________________________________________________________
 DJ2143* NAD 83(1992)-  33 38 19.06388(N)    088 04 25.26539(W)     ADJUSTED  
 DJ2143* NAVD 88     -       102.4    (meters)     336.     (feet)  VERTCON   
 DJ2143  ___________________________________________________________________
 DJ2143  X           -     178,680.676 (meters)                     COMP
 DJ2143  Y           -  -5,312,625.429 (meters)                     COMP
 DJ2143  Z           -   3,513,186.980 (meters)                     COMP
 DJ2143  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DJ2143  ELLIP HEIGHT-          74.32  (meters)          (07/29/02) GPS OBS
 DJ2143  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DJ2143
 DJ2143  HORZ ORDER  -  FIRST
 DJ2143  ELLP ORDER  -  FOURTH    CLASS I
 DJ2143
 DJ2143.The horizontal coordinates were established by GPS observations
 DJ2143.and adjusted by the National Geodetic Survey in December 1992..
 DJ2143
 DJ2143.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2143.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2143
 DJ2143.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2143
 DJ2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2143
 DJ2143.The ellipsoidal height was determined by GPS observations
 DJ2143.and is referenced to NAD 83.
 DJ2143
 DJ2143.The geoid height was determined by GEOID03.
 DJ2143
 DJ2143;                    North         East     Units Scale Factor Converg.
 DJ2143;SPC AL W     -   403,585.771   546,780.077   MT  0.99996824   -0 19 04.1
 DJ2143;UTM  16      - 3,722,605.892   400,427.372   MT  0.99972223   -0 35 41.4
 DJ2143
 DJ2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2143!SPC AL W     -   0.99998833  x   0.99996824  =   0.99995657
 DJ2143!UTM  16      -   0.99998833  x   0.99972223  =   0.99971057
 DJ2143
 DJ2143                          SUPERSEDED SURVEY CONTROL
 DJ2143
 DJ2143  ELLIP H (12/04/92)   74.37   (m)                       GP(       ) 4 1
 DJ2143  NAD 83(1986)-  33 38 19.06921(N)    088 04 25.26426(W) AD(       ) 1
 DJ2143  NGVD 29 (12/04/92)  102.3    (m)          336.     (f) GPS OBS        
 DJ2143
 DJ2143.Superseded values are not recommended for survey control.
 DJ2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2143.See file dsdata.txt to determine how the superseded data were derived.
 DJ2143
 DJ2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0042722606(NAD 83)
 DJ2143_MARKER: DD = SURVEY DISK
 DJ2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2143_SP_SET: CONCRETE POST
 DJ2143_STAMPING: 38-2 1991
 DJ2143_MARK LOGO: ALHD  
 DJ2143_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2143+STABILITY: SURFACE MOTION
 DJ2143_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2143+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1992
 DJ2143
 DJ2143  HISTORY     - Date     Condition        Report By
 DJ2143  HISTORY     - 1991     MONUMENTED       ALHD
 DJ2143  HISTORY     - 19920309 GOOD
 DJ2143
 DJ2143                          STATION DESCRIPTION
 DJ2143
 DJ2143'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DJ2143'THE STATION IS LOCATED IN LAMAR COUNTY ON THE EAST RIGHT OF WAY OF ALA
 DJ2143'17, ABOUT 5.40 MI (8.69 KM) NORTH OF MILLPORT AND ABOUT 8.25 MI
 DJ2143'(13.28 KM) SOUTH OF VERNON.
 DJ2143'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 96 (MILE POST
 DJ2143'230.00 ON ALA 17 AND MILE POST 11.75 ON ALA 96) IN MILLPORT, DRIVE
 DJ2143'NORTH ON ALA 17 FOR 5.70 MI (9.17 KM) TO MILE POST 235.70 AND THE
 DJ2143'STATION ON THE RIGHT.
 DJ2143'THE STATION IS 7.0 FT (2.1 M) EAST OF THE CENTER OF A 4-FOOT DEEP
 DJ2143'DITCH, 32.5 FT (9.9 M) EAST OF THE CENTER LINE OF ALA 17, 73.4 FT
 DJ2143'(22.4 M) SOUTH OF A POWER LINE GUY POLE, 139.3 FT (42.5 M) NORTH OF A
 DJ2143'4-INCH BY 4-INCH RED WOOD CORNER POST, 2.1 FT (0.6 M) WEST OF A
 DJ2143'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DJ2143'STATION 38-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2143
 DJ2143                          STATION RECOVERY (1992)
 DJ2143
 DJ2143'RECOVERED 1992
 DJ2143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7487 ***********************************************************************
 AA7487  DESIGNATION -  38 20
 AA7487  PID         -  AA7487
 AA7487  STATE/COUNTY-  AL/LAMAR
 AA7487  USGS QUAD   -  VERNON (1985)
 AA7487
 AA7487                         *CURRENT SURVEY CONTROL
 AA7487  ___________________________________________________________________
 AA7487* NAD 83(1992)-  33 51 01.23908(N)    088 00 35.76758(W)     ADJUSTED  
 AA7487* NAVD 88     -       154.3    (meters)     506.     (feet)  VERTCON   
 AA7487  ___________________________________________________________________
 AA7487  X           -     184,140.105 (meters)                     COMP
 AA7487  Y           -  -5,299,430.016 (meters)                     COMP
 AA7487  Z           -   3,532,743.065 (meters)                     COMP
 AA7487  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA7487  ELLIP HEIGHT-         126.77  (meters)          (07/29/02) GPS OBS
 AA7487  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AA7487
 AA7487  HORZ ORDER  -  FIRST
 AA7487  ELLP ORDER  -  FOURTH    CLASS I
 AA7487
 AA7487.The horizontal coordinates were established by GPS observations
 AA7487.and adjusted by the National Geodetic Survey in August 1995..
 AA7487
 AA7487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7487
 AA7487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7487
 AA7487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7487
 AA7487.The ellipsoidal height was determined by GPS observations
 AA7487.and is referenced to NAD 83.
 AA7487
 AA7487.The geoid height was determined by GEOID03.
 AA7487
 AA7487;                    North         East     Units Scale Factor Converg.
 AA7487;SPC AL W     -   427,036.578   552,810.176   MT  0.99996078   -0 17 02.6
 AA7487;UTM  16      - 3,746,021.343   406,569.561   MT  0.99970761   -0 33 45.4
 AA7487
 AA7487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7487!SPC AL W     -   0.99998010  x   0.99996078  =   0.99994088
 AA7487!UTM  16      -   0.99998010  x   0.99970761  =   0.99968772
 AA7487
 AA7487:                Primary Azimuth Mark                     Grid Az
 AA7487:SPC AL W     -  38 21                                    331 42 16.1
 AA7487:UTM  16      -  38 21                                    331 58 58.9
 AA7487
 AA7487|---------------------------------------------------------------------|
 AA7487| PID    Reference Object                     Distance      Geod. Az  |
 AA7487|                                                           dddmmss.s |
 AA7487| AA7488 38 21                               423.610 METERS 3312513.5 |
 AA7487|---------------------------------------------------------------------|
 AA7487
 AA7487                          SUPERSEDED SURVEY CONTROL
 AA7487
 AA7487  ELLIP H (08/28/95)  126.78   (m)                       GP(       ) 4 1
 AA7487  NGVD 29 (08/28/95)  154.3    (m)          506.     (f) GPS OBS        
 AA7487
 AA7487.Superseded values are not recommended for survey control.
 AA7487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7487.See file dsdata.txt to determine how the superseded data were derived.
 AA7487
 AA7487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0657046021(NAD 83)
 AA7487_MARKER: DD = SURVEY DISK
 AA7487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7487_STAMPING: 38-20 1994
 AA7487_MARK LOGO: ALHD  
 AA7487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7487+STABILITY: SURFACE MOTION
 AA7487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7487+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7487
 AA7487  HISTORY     - Date     Condition        Report By
 AA7487  HISTORY     - 1994     MONUMENTED       ALHD
 AA7487
 AA7487                          STATION DESCRIPTION
 AA7487
 AA7487'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7487'THE STATION IS IN LAMAR COUNTY ON THE SOUTHWEST RIGHT OF WAY OF LAMAR
 AA7487'COUNTY ROAD NO 30 ABOUT 7.90 MI (12.71 KM) EAST-SOUTHEAST OF SULLIGENT
 AA7487'AND ABOUT 8.70 MI (14.00 KM) NORTHEAST OF VERNON. TO REACH THE STATION
 AA7487'FROM THE JUNCTION OF AL 17 AND AL 18 (MILEPOST 244.51 ON AL 17 AND
 AA7487'MILEPOST 11.14 ON AL 18) IN VERNON, DRIVE NORTH ON AL 17 FOR 0.65 MI
 AA7487'(1.05 KM) TO MILEPOST 245.15 AND LAMAR COUNTY ROAD NO 29 RIGHT. TURN
 AA7487'RIGHT ON LAMAR COUNTY ROAD NO 29 AND DRIVE NORTH AND NORTHEAST FOR
 AA7487'4.35 MI (7.00 KM) TO A FOUR WAY STOP WITH LAMAR COUNTY ROAD NO 36 LEFT
 AA7487'AND RIGHT. TURN RIGHT ON LAMAR COUNTY ROAD NO 36 AND DRIVE EAST AND
 AA7487'NORTHEAST FOR 5.75 MI (9.25 KM) TO LAMAR COUNTY ROAD NO 30 LEFT. TURN
 AA7487'LEFT ON LAMAR COUNTY ROAD NO 30 AND DRIVE NORTHWEST FOR 0.40 MI (0.64
 AA7487'KM) TO THE STATION ON THE LEFT. THE STATION IS 18.0 FT (5.5 M) WEST OF
 AA7487'THE CENTER OF A PAVED COUNTY ROAD, 42.0 FT (12.8 M) WEST OF A FAIRVEIW
 AA7487'BAPTIST CHURCH DIRECTIONAL SIGN ACROSS THE ROAD, 72.6 FT (22.1 M)
 AA7487'SOUTHWEST OF THE CENTER OF LAMAR COUNTY ROAD NO 30, 104.5 FT (31.9 M)
 AA7487'SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO 717 48 ACROSS LAMAR
 AA7487'COUNTY ROAD NO 30, 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND
 AA7487'SET FLUSH WITH THE GROUND. STATION 38-21 1994 MAY BE USED AS AN
 AA7487'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7488 ***********************************************************************
 AA7488  DESIGNATION -  38 21
 AA7488  PID         -  AA7488
 AA7488  STATE/COUNTY-  AL/LAMAR
 AA7488  USGS QUAD   -  VERNON (1985)
 AA7488
 AA7488                         *CURRENT SURVEY CONTROL
 AA7488  ___________________________________________________________________
 AA7488* NAD 83(1992)-  33 51 13.31243(N)    088 00 43.65069(W)     ADJUSTED  
 AA7488* NAVD 88     -       153.9    (meters)     505.     (feet)  VERTCON   
 AA7488  ___________________________________________________________________
 AA7488  X           -     183,930.368 (meters)                     COMP
 AA7488  Y           -  -5,299,229.578 (meters)                     COMP
 AA7488  Z           -   3,533,051.753 (meters)                     COMP
 AA7488  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA7488  ELLIP HEIGHT-         126.32  (meters)          (07/29/02) GPS OBS
 AA7488  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AA7488
 AA7488  HORZ ORDER  -  FIRST
 AA7488  ELLP ORDER  -  FOURTH    CLASS I
 AA7488
 AA7488.The horizontal coordinates were established by GPS observations
 AA7488.and adjusted by the National Geodetic Survey in August 1995..
 AA7488
 AA7488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7488
 AA7488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7488
 AA7488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7488
 AA7488.The ellipsoidal height was determined by GPS observations
 AA7488.and is referenced to NAD 83.
 AA7488
 AA7488.The geoid height was determined by GEOID03.
 AA7488
 AA7488;                    North         East     Units Scale Factor Converg.
 AA7488;SPC AL W     -   427,409.559   552,609.385   MT  0.99996101   -0 17 07.1
 AA7488;UTM  16      - 3,746,395.200   406,370.636   MT  0.99970807   -0 33 49.9
 AA7488
 AA7488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7488!SPC AL W     -   0.99998017  x   0.99996101  =   0.99994118
 AA7488!UTM  16      -   0.99998017  x   0.99970807  =   0.99968825
 AA7488
 AA7488:                Primary Azimuth Mark                     Grid Az
 AA7488:SPC AL W     -  38 20                                    151 42 16.2
 AA7488:UTM  16      -  38 20                                    151 58 59.0
 AA7488
 AA7488|---------------------------------------------------------------------|
 AA7488| PID    Reference Object                     Distance      Geod. Az  |
 AA7488|                                                           dddmmss.s |
 AA7488| AA7487 38 20                               423.610 METERS 1512509.1 |
 AA7488|---------------------------------------------------------------------|
 AA7488
 AA7488                          SUPERSEDED SURVEY CONTROL
 AA7488
 AA7488  ELLIP H (08/28/95)  126.33   (m)                       GP(       ) 4 1
 AA7488  NGVD 29 (08/28/95)  153.8    (m)          505.     (f) GPS OBS        
 AA7488
 AA7488.Superseded values are not recommended for survey control.
 AA7488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7488.See file dsdata.txt to determine how the superseded data were derived.
 AA7488
 AA7488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0637146395(NAD 83)
 AA7488_MARKER: DD = SURVEY DISK
 AA7488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7488_STAMPING: 38-21 1994
 AA7488_MARK LOGO: ALHD  
 AA7488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7488+STABILITY: SURFACE MOTION
 AA7488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7488+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7488
 AA7488  HISTORY     - Date     Condition        Report By
 AA7488  HISTORY     - 1994     MONUMENTED       ALHD
 AA7488
 AA7488                          STATION DESCRIPTION
 AA7488
 AA7488'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7488'THE STATION IS IN LAMAR COUNTY ON THE SOUTHWEST RIGHT OF WAY OF LAMAR
 AA7488'COUNTY ROAD NO 30 ABOUT 7.70 MI (12.39 KM) EAST-SOUTHEAST OF SULLIGENT
 AA7488'AND ABOUT 8.80 MI (14.16 KM) NORTHEAST OF VERNON. TO REACH THE STATION
 AA7488'FROM THE JUNCTION OF AL 17 AND AL 18 (MILEPOST 244.51 ON AL 17 AND
 AA7488'MILEPOST 11.14 ON AL 18) IN VERNON, DRIVE NORTH ON AL 17 FOR 0.65 MI
 AA7488'(1.05 KM) TO MILEPOST 245.15 AND LAMAR COUNTY ROAD NO 29 RIGHT. TURN
 AA7488'RIGHT ON LAMAR COUNTY ROAD NO 29 AND DRIVE NORTHEAST AND NORTH FOR
 AA7488'4.35 MI (7.00 KM) TO A FOUR WAY STOP WITH LAMAR COUNTY ROAD NO 36 LEFT
 AA7488'AND RIGHT. TURN RIGHT ON LAMAR COUNTY ROAD NO 36 AND DRIVE EAST AND
 AA7488'NORTHEAST FOR 5.75 MI (9.25 KM) TO LAMAR COUNTY ROAD NO 30 LEFT. TURN
 AA7488'LEFT ON LAMAR COUNTY ROAD NO 30 AND DRIVE FOR 0.65 MI (1.05 KM) TO THE
 AA7488'STATION ON THE LEFT. THE STATION IS 27.4 FT (8.4 M) WEST-SOUTHWEST OF
 AA7488'THE CENTER OF LAMAR COUNTY ROAD NO 30, 211.0 FT (64.3 M) SOUTH OF A
 AA7488'POWER POLE ACROSS THE ROAD, 300.0 FT (91.4 M) NORTH-NORTHWEST OF A
 AA7488'JUNCTION POWER POLE, 1.9 FT (0.6 M) EAST-NORTHEAST OF A CARSONITE
 AA7488'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 38-20 1994 MAY BE
 AA7488'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7489 ***********************************************************************
 AA7489  DESIGNATION -  38 22
 AA7489  PID         -  AA7489
 AA7489  STATE/COUNTY-  AL/LAMAR
 AA7489  USGS QUAD   -  VERNON (1985)
 AA7489
 AA7489                         *CURRENT SURVEY CONTROL
 AA7489  ___________________________________________________________________
 AA7489* NAD 83(1992)-  33 46 20.07761(N)    088 06 50.33774(W)     ADJUSTED  
 AA7489* NAVD 88     -       124.2    (meters)     407.     (feet)  VERTCON   
 AA7489  ___________________________________________________________________
 AA7489  X           -     174,674.039 (meters)                     COMP
 AA7489  Y           -  -5,304,548.521 (meters)                     COMP
 AA7489  Z           -   3,525,528.384 (meters)                     COMP
 AA7489  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AA7489  ELLIP HEIGHT-          96.51  (meters)          (07/29/02) GPS OBS
 AA7489  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AA7489
 AA7489  HORZ ORDER  -  FIRST
 AA7489  ELLP ORDER  -  FOURTH    CLASS I
 AA7489
 AA7489.The horizontal coordinates were established by GPS observations
 AA7489.and adjusted by the National Geodetic Survey in August 1995..
 AA7489
 AA7489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7489
 AA7489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7489
 AA7489.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7489
 AA7489.The ellipsoidal height was determined by GPS observations
 AA7489.and is referenced to NAD 83.
 AA7489
 AA7489.The geoid height was determined by GEOID03.
 AA7489
 AA7489;                    North         East     Units Scale Factor Converg.
 AA7489;SPC AL W     -   418,426.754   543,129.775   MT  0.99997319   -0 20 28.7
 AA7489;UTM  16      - 3,737,460.755   396,849.866   MT  0.99973117   -0 37 09.5
 AA7489
 AA7489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7489!SPC AL W     -   0.99998485  x   0.99997319  =   0.99995804
 AA7489!UTM  16      -   0.99998485  x   0.99973117  =   0.99971602
 AA7489
 AA7489:                Primary Azimuth Mark                     Grid Az
 AA7489:SPC AL W     -  38 23                                    313 13 59.2
 AA7489:UTM  16      -  38 23                                    313 30 40.0
 AA7489
 AA7489|---------------------------------------------------------------------|
 AA7489| PID    Reference Object                     Distance      Geod. Az  |
 AA7489|                                                           dddmmss.s |
 AA7489| AA7490 38 23                               APPROX. 0.5 KM 3125330.5 |
 AA7489|---------------------------------------------------------------------|
 AA7489
 AA7489                          SUPERSEDED SURVEY CONTROL
 AA7489
 AA7489  ELLIP H (08/28/95)   96.53   (m)                       GP(       ) 4 1
 AA7489  NGVD 29 (08/28/95)  124.2    (m)          407.     (f) GPS OBS        
 AA7489
 AA7489.Superseded values are not recommended for survey control.
 AA7489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7489.See file dsdata.txt to determine how the superseded data were derived.
 AA7489
 AA7489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9685037461(NAD 83)
 AA7489_MARKER: DD = SURVEY DISK
 AA7489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7489_STAMPING: 38-22 1994
 AA7489_MARK LOGO: ALHD  
 AA7489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7489+STABILITY: SURFACE MOTION
 AA7489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7489+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7489
 AA7489  HISTORY     - Date     Condition        Report By
 AA7489  HISTORY     - 1994     MONUMENTED       ALHD
 AA7489
 AA7489                          STATION DESCRIPTION
 AA7489
 AA7489'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7489'THE STATION IS IN LAMAR COUNTY ON THE SOUTHWEST RIGHT OF WAY OF AL 17
 AA7489'IN VERNON. TO REACH THE STATION FROM THE JUNCTION OF AL 17 AND AL 18
 AA7489'(MILEPOST 244.51 ON AL 17 AND MILEPOST 11.14 ON AL 18) IN VERNON,
 AA7489'DRIVE NORTH AND NORTHWEST ON AL 17 FOR 1.50 MI (2.41 KM) TO MILEPOST
 AA7489'246.00 AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA7489'NORTHEAST OF A THREE STRAND BARBED WIRE FENCE ON GREEN METAL POSTS
 AA7489'WITH WHITE TOPS AND WHITE RUSTY METAL POSTS WITH RED TOPS, 33.8 FT
 AA7489'(10.3 M) WEST-NORTHWEST OF A POWER AND CABLE POLE, 45.5 FT (13.9 M)
 AA7489'WEST OF A PLEASE DON'T LITTER SIGN, 47.6 FT (14.5 M) SOUTHWEST OF THE
 AA7489'CENTERLINE OF AL 17, 52.3 FT (15.9 M) SOUTH-SOUTHEAST OF THE SOUTHWEST
 AA7489'POST OF AN ADOPT-A-MILE SIGN, 3.2 FT (1.0 M) NORTHEAST OF A CARSONITE
 AA7489'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 38-23 1994 MAY BE
 AA7489'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7490 ***********************************************************************
 AA7490  DESIGNATION -  38 23
 AA7490  PID         -  AA7490
 AA7490  STATE/COUNTY-  AL/LAMAR
 AA7490  USGS QUAD   -  VERNON (1985)
 AA7490
 AA7490                         *CURRENT SURVEY CONTROL
 AA7490  ___________________________________________________________________
 AA7490* NAD 83(1992)-  33 46 31.95719(N)    088 07 05.65090(W)     ADJUSTED  
 AA7490* NAVD 88     -       129.7    (meters)     426.     (feet)  VERTCON   
 AA7490  ___________________________________________________________________
 AA7490  X           -     174,273.696 (meters)                     COMP
 AA7490  Y           -  -5,304,362.683 (meters)                     COMP
 AA7490  Z           -   3,525,835.700 (meters)                     COMP
 AA7490  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AA7490  ELLIP HEIGHT-         102.02  (meters)          (07/29/02) GPS OBS
 AA7490  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AA7490
 AA7490  HORZ ORDER  -  FIRST
 AA7490  ELLP ORDER  -  FOURTH    CLASS I
 AA7490
 AA7490.The horizontal coordinates were established by GPS observations
 AA7490.and adjusted by the National Geodetic Survey in August 1995..
 AA7490
 AA7490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7490
 AA7490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7490
 AA7490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7490
 AA7490.The ellipsoidal height was determined by GPS observations
 AA7490.and is referenced to NAD 83.
 AA7490
 AA7490.The geoid height was determined by GEOID03.
 AA7490
 AA7490;                    North         East     Units Scale Factor Converg.
 AA7490;SPC AL W     -   418,795.111   542,737.969   MT  0.99997374   -0 20 37.4
 AA7490;UTM  16      - 3,737,830.919   396,459.947   MT  0.99973216   -0 37 18.2
 AA7490
 AA7490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7490!SPC AL W     -   0.99998398  x   0.99997374  =   0.99995772
 AA7490!UTM  16      -   0.99998398  x   0.99973216  =   0.99971615
 AA7490
 AA7490:                Primary Azimuth Mark                     Grid Az
 AA7490:SPC AL W     -  38 22                                    133 13 59.3
 AA7490:UTM  16      -  38 22                                    133 30 40.1
 AA7490
 AA7490|---------------------------------------------------------------------|
 AA7490| PID    Reference Object                     Distance      Geod. Az  |
 AA7490|                                                           dddmmss.s |
 AA7490| AA7489 38 22                               APPROX. 0.5 KM 1325321.9 |
 AA7490|---------------------------------------------------------------------|
 AA7490
 AA7490                          SUPERSEDED SURVEY CONTROL
 AA7490
 AA7490  ELLIP H (08/28/95)  102.03   (m)                       GP(       ) 4 1
 AA7490  NGVD 29 (08/28/95)  129.7    (m)          426.     (f) GPS OBS        
 AA7490
 AA7490.Superseded values are not recommended for survey control.
 AA7490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7490.See file dsdata.txt to determine how the superseded data were derived.
 AA7490
 AA7490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9646037831(NAD 83)
 AA7490_MARKER: DD = SURVEY DISK
 AA7490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7490_STAMPING: 38-23 1994
 AA7490_MARK LOGO: ALHD  
 AA7490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7490+STABILITY: SURFACE MOTION
 AA7490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7490+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7490
 AA7490  HISTORY     - Date     Condition        Report By
 AA7490  HISTORY     - 1994     MONUMENTED       ALHD
 AA7490
 AA7490                          STATION DESCRIPTION
 AA7490
 AA7490'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7490'THE STATION IS IN LAMAR COUNTY ON THE NORTHEAST RIGHT OF WAY OF AL 17
 AA7490'IN VERNON TO REACH THE STATION FROM THE JUNCTION OF AL 17 AND AL 18
 AA7490'(MILEPOST 244.51 ON AL 17 AND MILEPOST 11.14 ON AL 18) IN VERNON,
 AA7490'DRIVE NORTH AND NORTHWEST ON AL 17 FOR 1.80 MI (2.90 KM) TO MILEPOST
 AA7490'246.30 AND THE STATION ON THE RIGHT AT A CEMETERY. THE STATION IS 16.6
 AA7490'FT (5.1 M) SOUTH OF THE CENTER OF THE SOUTHWEST END OF A CONCRETE
 AA7490'SIDEWALK IN THE CEMETERY, 17.0 FT (5.2 M) SOUTHWEST OF THE CENTER OF A
 AA7490'HUDSON HEADSTONE, 17.7 FT (5.4 M) SOUTH-SOUTHWEST OF THE CENTER OF A
 AA7490'NANNIE L THON HEADSTONE, 25.0 FT (7.6 M) SOUTHEAST OF A JUNCTION CABLE
 AA7490'POLE, 36.9 FT (11.2 M) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 AA7490'LANES OF AL 17, 8.7 FT (2.7 M) SOUTHWEST OF A CARSONITE WITNESS POST
 AA7490'AND SET FLUSH WITH THE GROUND. STATION 38-22 1994 MAY BE USED AS AN
 AA7490'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7491 ***********************************************************************
 AA7491  DESIGNATION -  38 24
 AA7491  PID         -  AA7491
 AA7491  STATE/COUNTY-  AL/LAMAR
 AA7491  USGS QUAD   -  SULLIGENT SW (1985)
 AA7491
 AA7491                         *CURRENT SURVEY CONTROL
 AA7491  ___________________________________________________________________
 AA7491* NAD 83(1992)-  33 48 33.71708(N)    088 12 56.44476(W)     ADJUSTED  
 AA7491* NAVD 88     -        99.9    (meters)     328.     (feet)  VERTCON   
 AA7491  ___________________________________________________________________
 AA7491  X           -     165,186.595 (meters)                     COMP
 AA7491  Y           -  -5,302,541.073 (meters)                     COMP
 AA7491  Z           -   3,528,936.879 (meters)                     COMP
 AA7491  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AA7491  ELLIP HEIGHT-          72.20  (meters)          (07/29/02) GPS OBS
 AA7491  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AA7491
 AA7491  HORZ ORDER  -  FIRST
 AA7491  ELLP ORDER  -  FOURTH    CLASS I
 AA7491
 AA7491.The horizontal coordinates were established by GPS observations
 AA7491.and adjusted by the National Geodetic Survey in August 1995..
 AA7491
 AA7491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7491
 AA7491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7491
 AA7491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7491
 AA7491.The ellipsoidal height was determined by GPS observations
 AA7491.and is referenced to NAD 83.
 AA7491
 AA7491.The geoid height was determined by GEOID03.
 AA7491
 AA7491;                    North         East     Units Scale Factor Converg.
 AA7491;SPC AL W     -   422,604.895   533,738.563   MT  0.99998744   -0 23 53.7
 AA7491;UTM  16      - 3,741,683.435   387,481.266   MT  0.99975607   -0 40 35.4
 AA7491
 AA7491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7491!SPC AL W     -   0.99998867  x   0.99998744  =   0.99997611
 AA7491!UTM  16      -   0.99998867  x   0.99975607  =   0.99974474
 AA7491
 AA7491|---------------------------------------------------------------------|
 AA7491| PID    Reference Object                     Distance      Geod. Az  |
 AA7491|                                                           dddmmss.s |
 AA7491| AA7492 38 25                               393.958 METERS 34326     |
 AA7491|---------------------------------------------------------------------|
 AA7491
 AA7491                          SUPERSEDED SURVEY CONTROL
 AA7491
 AA7491  ELLIP H (08/28/95)   72.22   (m)                       GP(       ) 4 1
 AA7491  NGVD 29 (08/28/95)   99.9    (m)          328.     (f) GPS OBS        
 AA7491
 AA7491.Superseded values are not recommended for survey control.
 AA7491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7491.See file dsdata.txt to determine how the superseded data were derived.
 AA7491
 AA7491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8748141683(NAD 83)
 AA7491_MARKER: DD = SURVEY DISK
 AA7491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7491_STAMPING: 38-24 1994
 AA7491_MARK LOGO: ALHD  
 AA7491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7491+STABILITY: SURFACE MOTION
 AA7491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7491+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7491
 AA7491  HISTORY     - Date     Condition        Report By
 AA7491  HISTORY     - 1994     MONUMENTED       ALHD
 AA7491
 AA7491                          STATION DESCRIPTION
 AA7491
 AA7491'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7491'THE STATION IS IN LAMAR COUNTY ON THE WEST RIGHT OF WAY OF LAMAR
 AA7491'COUNTY ROAD NO 21 ABOUT 7.20 MI (11.59 KM) NORTHWEST OF VERNON AND
 AA7491'ABOUT 7.85 MI (12.63 KM) SOUTHWEST OF SULLIGENT. TO REACH THE STATION
 AA7491'FROM THE JUNCTION OF U.S. 278 AND AL 17 (MILEPOST 5.81 ON U.S. 278 AND
 AA7491'MILEPOST 255.25 ON AL 17) IN SULLIGENT, DRIVE SOUTHWEST AND WEST ON
 AA7491'U.S. 278 FOR 4.50 MI (7.24 KM) TO MILEPOST 1.30 AND LAMAR COUNTY ROAD
 AA7491'NO 21 LEFT. TURN LEFT ON LAMAR COUNTY ROAD NO 21 AND DRIVE SOUTH FOR
 AA7491'5.75 MI (9.25 KM) TO THE STATION ON THE RIGHT AT A GAS PIPELINE
 AA7491'PUMPING STATION. THE STATION IS 7.7 FT (2.3 M) EAST-NORTHEAST OF A
 AA7491'SIX-FOOT CHAIN LINK FENCE WITH THREE STRANDS OF BARBED WIRE, 8.3 FT
 AA7491'(2.5 M) NORTH OF A GAS PIPELINE WARNING SIGN, 39.0 FT (11.9 M) NORTH
 AA7491'OF THE CENTER OF A SIX-FOOT DOUBLE CHAIN LINK GATE, 47.7 FT (14.5 M)
 AA7491'WEST-SOUTHWEST OF THE CENTER OF LAMAR COUNTY ROAD NO 21, 54.5 FT (16.6
 AA7491'M) NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO THE GAS
 AA7491'PUMPING STATION, 7.5 FT (2.3 M) NORTHEAST OF A CARSONITE WITNESS POST
 AA7491'AND SET FLUSH WITH THE GROUND. STATION 38-25 1994 MAY BE USED AS AN
 AA7491'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7492 ***********************************************************************
 AA7492  DESIGNATION -  38 25
 AA7492  PID         -  AA7492
 AA7492  STATE/COUNTY-  AL/LAMAR
 AA7492  USGS QUAD   -  SULLIGENT SW (1985)
 AA7492
 AA7492                         *CURRENT SURVEY CONTROL
 AA7492  ___________________________________________________________________
 AA7492* NAD 83(1992)-  33 48 45.97315(N)    088 13 00.81033(W)     ADJUSTED  
 AA7492* NAVD 88     -       112.9    (meters)     370.     (feet)  VERTCON   
 AA7492  ___________________________________________________________________
 AA7492  X           -     165,068.164 (meters)                     COMP
 AA7492  Y           -  -5,302,345.309 (meters)                     COMP
 AA7492  Z           -   3,529,257.856 (meters)                     COMP
 AA7492  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA7492  ELLIP HEIGHT-          85.17  (meters)          (07/29/02) GPS OBS
 AA7492  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AA7492
 AA7492  HORZ ORDER  -  FIRST
 AA7492  ELLP ORDER  -  FOURTH    CLASS I
 AA7492
 AA7492.The horizontal coordinates were established by GPS observations
 AA7492.and adjusted by the National Geodetic Survey in August 1995..
 AA7492
 AA7492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7492
 AA7492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7492
 AA7492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7492
 AA7492.The ellipsoidal height was determined by GPS observations
 AA7492.and is referenced to NAD 83.
 AA7492
 AA7492.The geoid height was determined by GEOID03.
 AA7492
 AA7492;                    North         East     Units Scale Factor Converg.
 AA7492;SPC AL W     -   422,983.282   533,628.916   MT  0.99998762   -0 23 56.2
 AA7492;UTM  16      - 3,742,062.263   387,373.482   MT  0.99975637   -0 40 38.1
 AA7492
 AA7492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7492!SPC AL W     -   0.99998663  x   0.99998762  =   0.99997425
 AA7492!UTM  16      -   0.99998663  x   0.99975637  =   0.99974300
 AA7492
 AA7492|---------------------------------------------------------------------|
 AA7492| PID    Reference Object                     Distance      Geod. Az  |
 AA7492|                                                           dddmmss.s |
 AA7492| AA7491 38 24                               393.958 METERS 16326     |
 AA7492|---------------------------------------------------------------------|
 AA7492
 AA7492                          SUPERSEDED SURVEY CONTROL
 AA7492
 AA7492  ELLIP H (08/28/95)   85.19   (m)                       GP(       ) 4 1
 AA7492  NGVD 29 (08/28/95)  112.8    (m)          370.     (f) GPS OBS        
 AA7492
 AA7492.Superseded values are not recommended for survey control.
 AA7492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7492.See file dsdata.txt to determine how the superseded data were derived.
 AA7492
 AA7492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8737342062(NAD 83)
 AA7492_MARKER: DD = SURVEY DISK
 AA7492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7492_STAMPING: 38-25 1994
 AA7492_MARK LOGO: ALHD  
 AA7492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7492+STABILITY: SURFACE MOTION
 AA7492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7492+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7492
 AA7492  HISTORY     - Date     Condition        Report By
 AA7492  HISTORY     - 1994     MONUMENTED       ALHD
 AA7492
 AA7492                          STATION DESCRIPTION
 AA7492
 AA7492'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7492'THE STATION IS IN LAMAR COUNTY ON THE EAST RIGHT OF WAY OF LAMAR
 AA7492'COUNTY ROAD NO 21 ABOUT 7.35 MI (11.83 KM) NORTHWEST OF VERNON AND
 AA7492'ABOUT 7.70 MI (12.39 KM) SOUTHWEST OF SULLIGENT. TO REACH THE STATION
 AA7492'FROM THE JUNCTION OF U.S. 278 AND AL 17 (MILEPOST 5.81 ON U.S. 278 AND
 AA7492'MILEPOST 255.25 ON AL 17) IN SULLIGENT, DRIVE SOUTHWEST AND WEST ON
 AA7492'U.S. 278 FOR 4.50 MI (7.24 KM) TO MILEPOST 1.30 AND LAMAR COUNTY ROAD
 AA7492'NO 21 LEFT. TURN LEFT ON LAMAR COUNTY ROAD NO 21 AND DRIVE SOUTH FOR
 AA7492'5.50 MI (8.85 KM) TO THE STATION ON THE LEFT ON TOP OF A TWELVE FOOT
 AA7492'BACKSLOPE. THE STATION IS 57.0 FT (17.4 M) EAST-NORTHEAST OF THE
 AA7492'CENTER OF LAMAR COUNTY ROAD NO 21, 125.0 FT (38.1 M) SOUTHEAST OF A
 AA7492'POWER POLE, 178.5 FT (54.4 M) NORTH OF A POWER POLE, 2.3 FT (0.7 M)
 AA7492'SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7492'STATION 38-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7493 ***********************************************************************
 AA7493  DESIGNATION -  38 26
 AA7493  PID         -  AA7493
 AA7493  STATE/COUNTY-  AL/LAMAR
 AA7493  USGS QUAD   -  HIGHTOGY (1985)
 AA7493
 AA7493                         *CURRENT SURVEY CONTROL
 AA7493  ___________________________________________________________________
 AA7493* NAD 83(1992)-  33 40 58.29870(N)    088 01 18.08584(W)     ADJUSTED  
 AA7493* NAVD 88     -       133.2    (meters)     437.     (feet)  VERTCON   
 AA7493  ___________________________________________________________________
 AA7493  X           -     183,408.677 (meters)                     COMP
 AA7493  Y           -  -5,309,769.165 (meters)                     COMP
 AA7493  Z           -   3,517,287.677 (meters)                     COMP
 AA7493  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA7493  ELLIP HEIGHT-         105.31  (meters)          (07/29/02) GPS OBS
 AA7493  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AA7493
 AA7493  HORZ ORDER  -  FIRST
 AA7493  ELLP ORDER  -  FOURTH    CLASS I
 AA7493
 AA7493.The horizontal coordinates were established by GPS observations
 AA7493.and adjusted by the National Geodetic Survey in August 1995..
 AA7493
 AA7493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7493
 AA7493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7493
 AA7493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7493
 AA7493.The ellipsoidal height was determined by GPS observations
 AA7493.and is referenced to NAD 83.
 AA7493
 AA7493.The geoid height was determined by GEOID03.
 AA7493
 AA7493;                    North         East     Units Scale Factor Converg.
 AA7493;SPC AL W     -   408,466.018   551,628.329   MT  0.99996217   -0 17 21.6
 AA7493;UTM  16      - 3,727,461.419   405,297.964   MT  0.99971056   -0 34 00.0
 AA7493
 AA7493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7493!SPC AL W     -   0.99998347  x   0.99996217  =   0.99994564
 AA7493!UTM  16      -   0.99998347  x   0.99971056  =   0.99969403
 AA7493
 AA7493                          SUPERSEDED SURVEY CONTROL
 AA7493
 AA7493  ELLIP H (08/28/95)  105.33   (m)                       GP(       ) 4 1
 AA7493  NGVD 29 (08/28/95)  133.2    (m)          437.     (f) GPS OBS        
 AA7493
 AA7493.Superseded values are not recommended for survey control.
 AA7493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7493.See file dsdata.txt to determine how the superseded data were derived.
 AA7493
 AA7493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0529827461(NAD 83)
 AA7493_MARKER: DD = SURVEY DISK
 AA7493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7493_STAMPING: 38-26 1994
 AA7493_MARK LOGO: ALHD  
 AA7493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7493+STABILITY: SURFACE MOTION
 AA7493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7493+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7493
 AA7493  HISTORY     - Date     Condition        Report By
 AA7493  HISTORY     - 1994     MONUMENTED       ALHD
 AA7493
 AA7493                          STATION DESCRIPTION
 AA7493
 AA7493'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7493'THE STATION IS IN LAMAR COUNTY ON THE SOUTH RIGHT OF WAY OF A LAMAR
 AA7493'COUNTY GRAVEL ROAD ABOUT 7.00 MI (11.27 KM) SOUTHEAST OF VERNON AND
 AA7493'ABOUT 7.00 MI (11.27 KM) NORTH OF KENNEDY. TO REACH THE STATION FROM
 AA7493'THE JUNCTION OF AL 17 AND AL 18 (MILEPOST 244.51 ON AL 17 AND MILEPOST
 AA7493'11.14 ON AL 18) IN VERNON, DRIVE SOUTH ON AL 17 FOR 5.30 MI (8.53 KM)
 AA7493'TO MILEPOST 239.20 AND LAMAR COUNTY ROAD NO 20 LEFT. TURN LEFT ON
 AA7493'LAMAR COUNTY ROAD NO 20 AND DRIVE EAST FOR 2.90 MI (4.67 KM) TO LAMAR
 AA7493'COUNTY ROAD NO 49 LEFT AT KINGVILLE CHURCH OF CHRIST. TURN LEFT ON
 AA7493'LAMAR COUNTY ROAD NO 49 AND DRIVE NORTHEAST FOR 1.75 MI (2.82 KM) TO A
 AA7493'GRAVEL ROAD RIGHT. TURN RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTH FOR
 AA7493'0.50 MI (0.80 KM) TO ANOTHER GRAVEL ROAD LEFT. TURN LEFT ON THE GRAVEL
 AA7493'ROAD AND DRIVE EAST FOR 0.30 MI (0.48 KM) TO THE STATION ON THE RIGHT.
 AA7493'THE STATION IS 17.8 FT (5.4 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 AA7493'GRAVEL ROAD, 2.3 FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS POST AND
 AA7493'SET FLUSH WITH THE GROUND. STATION 38-27 1994 MAY BE USED AS AN
 AA7493'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7494 ***********************************************************************
 AA7494  DESIGNATION -  38 27
 AA7494  PID         -  AA7494
 AA7494  STATE/COUNTY-  AL/LAMAR
 AA7494  USGS QUAD   -  BELK (1967)
 AA7494
 AA7494                         *CURRENT SURVEY CONTROL
 AA7494  ___________________________________________________________________
 AA7494* NAD 83(1992)-  33 40 56.50542(N)    087 59 42.25913(W)     ADJUSTED  
 AA7494* NAVD 88     -       154.6    (meters)     507.     (feet)  VERTCON   
 AA7494  ___________________________________________________________________
 AA7494  X           -     185,877.168 (meters)                     COMP
 AA7494  Y           -  -5,309,731.771 (meters)                     COMP
 AA7494  Z           -   3,517,253.546 (meters)                     COMP
 AA7494  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA7494  ELLIP HEIGHT-         126.67  (meters)          (07/29/02) GPS OBS
 AA7494  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AA7494
 AA7494  HORZ ORDER  -  FIRST
 AA7494  ELLP ORDER  -  FOURTH    CLASS I
 AA7494
 AA7494.The horizontal coordinates were established by GPS observations
 AA7494.and adjusted by the National Geodetic Survey in August 1995..
 AA7494
 AA7494.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7494
 AA7494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7494
 AA7494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7494
 AA7494.The ellipsoidal height was determined by GPS observations
 AA7494.and is referenced to NAD 83.
 AA7494
 AA7494.The geoid height was determined by GEOID03.
 AA7494
 AA7494;                    North         East     Units Scale Factor Converg.
 AA7494;SPC AL W     -   408,398.624   554,096.186   MT  0.99995930   -0 16 28.4
 AA7494;UTM  16      - 3,727,382.101   407,764.841   MT  0.99970488   -0 33 06.8
 AA7494
 AA7494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7494!SPC AL W     -   0.99998011  x   0.99995930  =   0.99993942
 AA7494!UTM  16      -   0.99998011  x   0.99970488  =   0.99968500
 AA7494
 AA7494                          SUPERSEDED SURVEY CONTROL
 AA7494
 AA7494  ELLIP H (08/28/95)  126.69   (m)                       GP(       ) 4 1
 AA7494  NGVD 29 (08/28/95)  154.5    (m)          507.     (f) GPS OBS        
 AA7494
 AA7494.Superseded values are not recommended for survey control.
 AA7494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7494.See file dsdata.txt to determine how the superseded data were derived.
 AA7494
 AA7494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0776527382(NAD 83)
 AA7494_MARKER: DD = SURVEY DISK
 AA7494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7494_STAMPING: 38-27 1994
 AA7494_MARK LOGO: ALHD  
 AA7494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7494+STABILITY: SURFACE MOTION
 AA7494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7494+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2005
 AA7494
 AA7494  HISTORY     - Date     Condition        Report By
 AA7494  HISTORY     - 1994     MONUMENTED       ALHD
 AA7494  HISTORY     - 20050326 GOOD             INDIV
 AA7494
 AA7494                          STATION DESCRIPTION
 AA7494
 AA7494'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7494'THE STATION IS IN LAMAR COUNTY ON THE SOUTH RIGHT OF WAY OF A LAMAR
 AA7494'COUNTY GRAVEL ROAD ABOUT 8.20 MI (13.20 KM) SOUTHEAST OF VERNON AND
 AA7494'ABOUT 6.60 MI (10.62 KM) NORTH OF KENNEDY. TO REACH THE STATION FROM
 AA7494'THE JUNCTION OF AL 17 AND AL 18 (MILEPOST 244.51 ON AL 17 AND MILEPOST
 AA7494'11.14 ON AL 18) IN VERNON, DRIVE SOUTH ON AL 17 FOR 5.30 MI (8.53 KM)
 AA7494'TO MILEPOST 239.20 AND LAMAR COUNTY ROAD NO 20 LEFT. TURN LEFT ON
 AA7494'LAMAR COUNTY ROAD NO 20 AND DRIVE EAST FOR 2.90 MI (4.67 KM) TO LAMAR
 AA7494'COUNTY ROAD NO 49 LEFT AT KINGVILLE CHURCH OF CHRIST. TURN LEFT ON
 AA7494'LAMAR COUNTY ROAD NO 49 AND DRIVE NORTHEAST FOR 2.20 MI (3.54 KM) TO A
 AA7494'GRAVEL ROAD LEFT AND RIGHT. TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 AA7494'SOUTHEAST FOR 2.15 MI (3.46 KM) TO THE STATION ON THE RIGHT. THE
 AA7494'STATION IS 24.9 FT (7.6 M) SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVEL
 AA7494'ROAD, 75.0 FT (22.9 M) WEST OF THE CENTER OF A GRAVEL CROSSROADS,
 AA7494'100.3 FT (30.6 M) WEST-NORTHWEST OF A STOP SIGN, 2.1 FT (0.6 M)
 AA7494'NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7494'STATION 38-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7494
 AA7494                          STATION RECOVERY (2005)
 AA7494
 AA7494'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JCR)
 AA7494'FROM 6450 HWY 96 BELK, AL GO 1.2 MILES. TURN RIGHT ONTO FAYETTE CO RD
 AA7494'6, GO .85 MILE. TURN LEFT ONTO LAMAR CO RD 20 GO .8 MILE TO CROSSROAD
 AA7494'OF CO RD 20 AND 41. CONTINUE STRAIGHT ON CO RD 20 AND GO 3 MILE. TURN
 AA7494'RIGHT ONTO NEW HOPE RD, GO 1.1 MILE, SLAG ROAD TURNS TO GRAVEL. GO TO
 AA7494'GRAVEL CROSSROAD OF NEW HOPE RD AND SNAKE BRUSH RD.
 AA7494'STATION IS 75 FT WEST OF THE CENTER OF GRAVEL CROSSROADS, 100.3 FT
 AA7494'WEST-NORTHWEST OF A STOP SIGN, 2.1 FT NORTHEAST OF A CARSONITE WITNESS
 AA7494'POST AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7495 ***********************************************************************
 AA7495  DESIGNATION -  38 28
 AA7495  PID         -  AA7495
 AA7495  STATE/COUNTY-  AL/LAMAR
 AA7495  USGS QUAD   -  FERNBANK (1985)
 AA7495
 AA7495                         *CURRENT SURVEY CONTROL
 AA7495  ___________________________________________________________________
 AA7495* NAD 83(1992)-  33 36 35.73406(N)    088 11 18.77024(W)     ADJUSTED  
 AA7495* NAVD 88     -        84.1    (meters)     276.     (feet)  VERTCON   
 AA7495  ___________________________________________________________________
 AA7495  X           -     168,085.200 (meters)                     COMP
 AA7495  Y           -  -5,314,719.781 (meters)                     COMP
 AA7495  Z           -   3,510,525.911 (meters)                     COMP
 AA7495  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AA7495  ELLIP HEIGHT-          56.05  (meters)          (07/29/02) GPS OBS
 AA7495  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA7495
 AA7495  HORZ ORDER  -  FIRST
 AA7495  ELLP ORDER  -  FOURTH    CLASS I
 AA7495
 AA7495.The horizontal coordinates were established by GPS observations
 AA7495.and adjusted by the National Geodetic Survey in August 1995..
 AA7495
 AA7495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7495
 AA7495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7495
 AA7495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7495
 AA7495.The ellipsoidal height was determined by GPS observations
 AA7495.and is referenced to NAD 83.
 AA7495
 AA7495.The geoid height was determined by GEOID03.
 AA7495
 AA7495;                    North         East     Units Scale Factor Converg.
 AA7495;SPC AL W     -   400,467.335   536,103.082   MT  0.99998365   -0 22 52.1
 AA7495;UTM  16      - 3,719,539.832   389,737.995   MT  0.99974988   -0 39 28.7
 AA7495
 AA7495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7495!SPC AL W     -   0.99999120  x   0.99998365  =   0.99997485
 AA7495!UTM  16      -   0.99999120  x   0.99974988  =   0.99974108
 AA7495
 AA7495                          SUPERSEDED SURVEY CONTROL
 AA7495
 AA7495  ELLIP H (08/28/95)   56.12   (m)                       GP(       ) 4 1
 AA7495  NGVD 29 (08/28/95)   84.0    (m)          276.     (f) GPS OBS        
 AA7495
 AA7495.Superseded values are not recommended for survey control.
 AA7495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7495.See file dsdata.txt to determine how the superseded data were derived.
 AA7495
 AA7495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8973819540(NAD 83)
 AA7495_MARKER: DD = SURVEY DISK
 AA7495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7495_STAMPING: 38-28 1994
 AA7495_MARK LOGO: ALHD  
 AA7495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7495+STABILITY: SURFACE MOTION
 AA7495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7495+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7495
 AA7495  HISTORY     - Date     Condition        Report By
 AA7495  HISTORY     - 1994     MONUMENTED       ALHD
 AA7495
 AA7495                          STATION DESCRIPTION
 AA7495
 AA7495'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7495'THE STATION IS IN LAMAR COUNTY ON THE SOUTH RIGHT OF WAY OF LAMAR
 AA7495'COUNTY ROAD NO 10 ABOUT 7.10 MI (11.43 KM) NORTHWEST OF MILLPORT AND
 AA7495'ABOUT 10.95 MI (17.62 KM) SOUTH OF VERNON. TO REACH THE STATION FROM
 AA7495'THE JUNCTION OF AL 17 AND AL 96 (MILEPOST 230.05 ON AL 17 AND MILEPOST
 AA7495'11.70 ON AL 96) IN MILLPORT, DRIVE NORTH ON AL 17 FOR 1.45 MI (2.33
 AA7495'KM) TO MILEPOST 231.50 AND LAMAR COUNTY ROAD NO 12 LEFT. TURN LEFT ON
 AA7495'LAMAR COUNTY ROAD NO 12 AND DRIVE WEST FOR 4.05 MI (6.52 KM) TO LAMAR
 AA7495'COUNTY ROAD NO 67 RIGHT. TURN RIGHT ON LAMAR COUNTY ROAD NO 67 AND
 AA7495'DRIVE NORTH AND NORTHWEST FOR 2.65 MI (4.26 KM) TO LAMAR COUNTY ROAD
 AA7495'NO 10 TO THE RIGHT AND STRAIGHT AHEAD. CONTINUE STRAIGHT AHEAD ON
 AA7495'LAMAR COUNTY ROAD NO 10 FOR 1.35 MI (2.17 KM) TO THE STATION ON THE
 AA7495'LEFT. THE STATION IS 29.9 FT (9.1 M) SOUTH OF THE CENTER OF LAMAR
 AA7495'COUNTY ROAD NO 10, 114.0 FT (34.7 M) NORTH OF A POWER POLE, 115.2 FT
 AA7495'(35.1 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO A1 17L 27R 21L
 AA7495'1, 143.3 FT (43.7 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO A1 17L
 AA7495'27R 21 ACROSS THE ROAD, 163.5 FT (49.8 M) SOUTHWEST OF THE WEST OF TWO
 AA7495'CREAM COLORED METAL MAILBOXES ON BROWN FOUR BY FOUR WOOD POSTS ACROSS
 AA7495'THE ROAD, 2.3 FT (0.7 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST
 AA7495'AND SET FLUSH WITH THE GROUND. STATION 38-29 1994 MAY BE USED AS AN
 AA7495'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7496 ***********************************************************************
 AA7496  DESIGNATION -  38 29
 AA7496  PID         -  AA7496
 AA7496  STATE/COUNTY-  AL/LAMAR
 AA7496  USGS QUAD   -  FERNBANK (1985)
 AA7496
 AA7496                         *CURRENT SURVEY CONTROL
 AA7496  ___________________________________________________________________
 AA7496* NAD 83(1992)-  33 36 40.48968(N)    088 10 57.72461(W)     ADJUSTED  
 AA7496* NAVD 88     -        86.1    (meters)     282.     (feet)  VERTCON   
 AA7496  ___________________________________________________________________
 AA7496  X           -     168,624.952 (meters)                     COMP
 AA7496  Y           -  -5,314,623.203 (meters)                     COMP
 AA7496  Z           -   3,510,649.044 (meters)                     COMP
 AA7496  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AA7496  ELLIP HEIGHT-          58.05  (meters)          (07/29/02) GPS OBS
 AA7496  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA7496
 AA7496  HORZ ORDER  -  FIRST
 AA7496  ELLP ORDER  -  FOURTH    CLASS I
 AA7496
 AA7496.The horizontal coordinates were established by GPS observations
 AA7496.and adjusted by the National Geodetic Survey in August 1995..
 AA7496
 AA7496.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7496
 AA7496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7496
 AA7496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7496
 AA7496.The ellipsoidal height was determined by GPS observations
 AA7496.and is referenced to NAD 83.
 AA7496
 AA7496.The geoid height was determined by GEOID03.
 AA7496
 AA7496;                    North         East     Units Scale Factor Converg.
 AA7496;SPC AL W     -   400,610.256   536,646.565   MT  0.99998280   -0 22 40.5
 AA7496;UTM  16      - 3,719,680.092   390,282.035   MT  0.99974841   -0 39 17.1
 AA7496
 AA7496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7496!SPC AL W     -   0.99999089  x   0.99998280  =   0.99997369
 AA7496!UTM  16      -   0.99999089  x   0.99974841  =   0.99973930
 AA7496
 AA7496                          SUPERSEDED SURVEY CONTROL
 AA7496
 AA7496  ELLIP H (08/28/95)   58.12   (m)                       GP(       ) 4 1
 AA7496  NGVD 29 (08/28/95)   86.0    (m)          282.     (f) GPS OBS        
 AA7496
 AA7496.Superseded values are not recommended for survey control.
 AA7496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7496.See file dsdata.txt to determine how the superseded data were derived.
 AA7496
 AA7496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9028219680(NAD 83)
 AA7496_MARKER: DD = SURVEY DISK
 AA7496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7496_STAMPING: 38-29 1994
 AA7496_MARK LOGO: ALHD  
 AA7496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7496+STABILITY: SURFACE MOTION
 AA7496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7496+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7496
 AA7496  HISTORY     - Date     Condition        Report By
 AA7496  HISTORY     - 1994     MONUMENTED       ALHD
 AA7496
 AA7496                          STATION DESCRIPTION
 AA7496
 AA7496'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7496'THE STATION IS IN LAMAR COUNTY ON THE SOUTH RIGHT OF WAY OF LAMAR
 AA7496'COUNTY ROAD NO 10 ABOUT 6.85 MI (11.02 KM) NORTHWEST OF MILLPORT AND
 AA7496'ABOUT 10.75 MI (17.30 KM) SOUTH OF VERNON. TO REACH THE STATION FROM
 AA7496'THE JUNCTION OF AL 17 NORTH AND AL 96 (MILEPOST 230.05 ON AL 17 AND
 AA7496'MILEPOST 11.70 ON AL 96) IN MILLPORT, DRIVE NORTH ON AL 17 FOR 1.45 MI
 AA7496'(2.33 KM) TO MILEPOST 231.50 AND LAMAR COUNTY ROAD NO 12 LEFT. TURN
 AA7496'LEFT ON LAMAR COUNTY ROAD NO 12 AND DRIVE WEST FOR 4.05 MI (6.52 KM)
 AA7496'TO LAMAR COUNTY ROAD NO 67 RIGHT. TURN RIGHT ON LAMAR COUNTY ROAD NO
 AA7496'67 AND DRIVE NORTH AND NORTHWEST FOR 2.65 MI (4.26 KM) LAMAR COUNTY
 AA7496'ROAD NO 10 TO THE RIGHT AND STRAIGHT AHEAD. CONTINUE STRAIGHT AHEAD ON
 AA7496'LAMAR COUNTY ROAD NO 10 FOR 1.00 MI (1.61 KM) TO THE STATION ON THE
 AA7496'LEFT. THE STATION IS 5.2 FT (1.6 M) NORTH OF A FOUR STRAND BARBED WIRE
 AA7496'FENCE ON WOOD POSTS WITH ONE STRAND OF ELECTRIC BARBED WIRE, 11.0 FT
 AA7496'(3.4 M) WEST OF THE NORTHEAST CORNER OF THE FOUR STRAND BARBED WIRE
 AA7496'FENCE WITH ONE STRAND OF ELECTRIC BARBED WIRE, 41.8 FT (12.7 M) SOUTH
 AA7496'OF THE CENTER OF LAMAR COUNTY ROAD NO 10, 95.0 FT (29.0 M) WEST OF A
 AA7496'SECURITY LIGHT POLE, 102.5 FT (31.2 M) WEST-SOUTHWEST OF THE CENTER OF
 AA7496'A GRAVEL DRIVEWAY LEADING TO A WHITE WOOD FRAME HOUSE, 110.0 FT (33.5
 AA7496'M) SOUTHWEST OF A BLACK METAL MAILBOX ON A BLACK FOUR-INCH WOOD POST,
 AA7496'5.2 FT (1.6 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA7496'THE GROUND. STATION 38-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7496'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2144 ***********************************************************************
 DJ2144  DESIGNATION -  38 3
 DJ2144  PID         -  DJ2144
 DJ2144  STATE/COUNTY-  AL/LAMAR
 DJ2144  USGS QUAD   -  MILLPORT NW (1985)
 DJ2144
 DJ2144                         *CURRENT SURVEY CONTROL
 DJ2144  ___________________________________________________________________
 DJ2144* NAD 83(1992)-  33 42 14.98387(N)    088 14 05.88698(W)     ADJUSTED  
 DJ2144* NAVD 88     -        76.6    (meters)     251.     (feet)  VERTCON   
 DJ2144  ___________________________________________________________________
 DJ2144  X           -     163,600.520 (meters)                     COMP
 DJ2144  Y           -  -5,309,057.982 (meters)                     COMP
 DJ2144  Z           -   3,519,222.132 (meters)                     COMP
 DJ2144  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 DJ2144  ELLIP HEIGHT-          48.77  (meters)          (07/29/02) GPS OBS
 DJ2144  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 DJ2144
 DJ2144  HORZ ORDER  -  FIRST
 DJ2144  ELLP ORDER  -  FOURTH    CLASS I
 DJ2144
 DJ2144.The horizontal coordinates were established by GPS observations
 DJ2144.and adjusted by the National Geodetic Survey in December 1992..
 DJ2144
 DJ2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2144
 DJ2144.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2144
 DJ2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2144
 DJ2144.The ellipsoidal height was determined by GPS observations
 DJ2144.and is referenced to NAD 83.
 DJ2144
 DJ2144.The geoid height was determined by GEOID03.
 DJ2144
 DJ2144;                    North         East     Units Scale Factor Converg.
 DJ2144;SPC AL W     -   410,948.904   531,869.423   MT  0.99999054   -0 24 28.3
 DJ2144;SPC MS E     -   466,295.337   355,468.312   MT  0.99998792   +0 19 55.4
 DJ2144;SPC MS E     - 1,529,837.28  1,166,232.29   sFT  0.99998792   +0 19 55.4
 DJ2144;UTM  16      - 3,730,039.327   385,556.057   MT  0.99976146   -0 41 07.3
 DJ2144
 DJ2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2144!SPC AL W     -   0.99999234  x   0.99999054  =   0.99998288
 DJ2144!SPC MS E     -   0.99999234  x   0.99998792  =   0.99998026
 DJ2144!UTM  16      -   0.99999234  x   0.99976146  =   0.99975381
 DJ2144
 DJ2144:                Primary Azimuth Mark                     Grid Az
 DJ2144:SPC AL W     -  38 4                                     046 57 14.3
 DJ2144:SPC MS E     -  38 4                                     046 12 50.6
 DJ2144:UTM  16      -  38 4                                     047 13 53.3
 DJ2144
 DJ2144|---------------------------------------------------------------------|
 DJ2144| PID    Reference Object                     Distance      Geod. Az  |
 DJ2144|                                                           dddmmss.s |
 DJ2144| DJ2145 38 4                                400.450 METERS 0463246.0 |
 DJ2144|---------------------------------------------------------------------|
 DJ2144
 DJ2144                          SUPERSEDED SURVEY CONTROL
 DJ2144
 DJ2144  ELLIP H (12/04/92)   48.79   (m)                       GP(       ) 4 1
 DJ2144  NAD 83(1986)-  33 42 14.99082(N)    088 14 05.88497(W) AD(       ) 1
 DJ2144  NGVD 29 (12/04/92)   76.6    (m)          251.     (f) GPS OBS        
 DJ2144
 DJ2144.Superseded values are not recommended for survey control.
 DJ2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2144.See file dsdata.txt to determine how the superseded data were derived.
 DJ2144
 DJ2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8555630039(NAD 83)
 DJ2144_MARKER: DD = SURVEY DISK
 DJ2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2144_SP_SET: CONCRETE POST
 DJ2144_STAMPING: 38-3 1991
 DJ2144_MARK LOGO: ALHD  
 DJ2144_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2144+STABILITY: SURFACE MOTION
 DJ2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2144+SATELLITE: SATELLITE OBSERVATIONS - February 25, 2003
 DJ2144
 DJ2144  HISTORY     - Date     Condition        Report By
 DJ2144  HISTORY     - 1991     MONUMENTED       ALHD
 DJ2144  HISTORY     - 19920305 GOOD
 DJ2144  HISTORY     - 20030225 GOOD             INDIV
 DJ2144
 DJ2144                          STATION DESCRIPTION
 DJ2144
 DJ2144'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DJ2144'THE STATION IS LOCATED IN LAMAR COUNTY ON THE NORTH RIGHT OF WAY OF
 DJ2144'ALA 18, ABOUT 8.00 MI (12.87 KM) SOUTHWEST OF VERNON AND ABOUT 13.30
 DJ2144'MI (21.40 KM) NORTHWEST OF MILLPORT.
 DJ2144'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 18 (MILE POST
 DJ2144'9.90 ON ALA 18 AND MILE POST 244.55 ON ALA 17) IN VERNON, DRIVE WEST
 DJ2144'ON ALA 18 FOR 8.70 MI (14.00 KM) TO MILE POST 1.20 AND THE STATION ON
 DJ2144'THE RIGHT.
 DJ2144'THE STATION IS LOCATED ACROSS ALA 18 FROM A TEXACO SERVICE STATION AND
 DJ2144'GROCERY, 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A FOUR STRAND BARBED WIRE
 DJ2144'FENCE ON A WHITE 2 1/2 INCH PIPE FRAME, 62.0 FT (18.9 M)
 DJ2144'NORTH-NORTHWEST OF THE CENTER LINE OF ALA 18, 207.2 FT (63.2 M)
 DJ2144'EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE FENCE, 2.6 FT (0.8 M)
 DJ2144'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DJ2144'STATION 38-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2144
 DJ2144                          STATION RECOVERY (1992)
 DJ2144
 DJ2144'RECOVERED 1992
 DJ2144'RECOVERED IN GOOD CONDITION.
 DJ2144
 DJ2144                          STATION RECOVERY (2003)
 DJ2144
 DJ2144'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RL)
 DJ2144'RECOVERED BY COMPASSCOM, INC.
 DJ2144'TEXACO STATION HAS BURNED DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7497 ***********************************************************************
 AA7497  DESIGNATION -  38 30
 AA7497  PID         -  AA7497
 AA7497  STATE/COUNTY-  AL/LAMAR
 AA7497  USGS QUAD   -  MILLPORT (1985)
 AA7497
 AA7497                         *CURRENT SURVEY CONTROL
 AA7497  ___________________________________________________________________
 AA7497* NAD 83(1992)-  33 33 54.79445(N)    088 04 39.94555(W)     ADJUSTED  
 AA7497* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 AA7497  ___________________________________________________________________
 AA7497  X           -     178,453.191 (meters)                     COMP
 AA7497  Y           -  -5,317,126.031 (meters)                     COMP
 AA7497  Z           -   3,506,394.978 (meters)                     COMP
 AA7497  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 AA7497  ELLIP HEIGHT-          55.58  (meters)          (07/29/02) GPS OBS
 AA7497  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AA7497
 AA7497  HORZ ORDER  -  FIRST
 AA7497  ELLP ORDER  -  FOURTH    CLASS I
 AA7497
 AA7497.The horizontal coordinates were established by GPS observations
 AA7497.and adjusted by the National Geodetic Survey in August 1995..
 AA7497
 AA7497.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7497
 AA7497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7497
 AA7497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7497
 AA7497.The ellipsoidal height was determined by GPS observations
 AA7497.and is referenced to NAD 83.
 AA7497
 AA7497.The geoid height was determined by GEOID03.
 AA7497
 AA7497;                    North         East     Units Scale Factor Converg.
 AA7497;SPC AL W     -   395,446.174   546,356.341   MT  0.99996880   -0 19 10.0
 AA7497;UTM  16      - 3,714,470.437   399,964.439   MT  0.99972337   -0 35 45.3
 AA7497
 AA7497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7497!SPC AL W     -   0.99999127  x   0.99996880  =   0.99996007
 AA7497!UTM  16      -   0.99999127  x   0.99972337  =   0.99971465
 AA7497
 AA7497                          SUPERSEDED SURVEY CONTROL
 AA7497
 AA7497  ELLIP H (08/28/95)   55.66   (m)                       GP(       ) 4 1
 AA7497  NGVD 29 (08/28/95)   83.7    (m)          275.     (f) GPS OBS        
 AA7497
 AA7497.Superseded values are not recommended for survey control.
 AA7497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7497.See file dsdata.txt to determine how the superseded data were derived.
 AA7497
 AA7497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9996414470(NAD 83)
 AA7497_MARKER: DD = SURVEY DISK
 AA7497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7497_STAMPING: 38-30
 AA7497_MARK LOGO: ALHD  
 AA7497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7497+STABILITY: SURFACE MOTION
 AA7497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7497+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7497
 AA7497  HISTORY     - Date     Condition        Report By
 AA7497  HISTORY     - 1994     MONUMENTED       ALHD
 AA7497
 AA7497                          STATION DESCRIPTION
 AA7497
 AA7497'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7497'THE STATION IS IN LAMAR COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA7497'CITY STREET IN MILLPORT. TO REACH THE STATION FROM THE JUNCTION OF AL
 AA7497'17 NORTH AND AL 96 (MILEPOST 230.05 ON AL 17 AND MILEPOST 11.70 ON AL
 AA7497'96) IN MILLPORT, DRIVE NORTH ON AL 17 FOR 0.30 MI (0.48 KM) TO
 AA7497'MILEPOST 230.35, A RAILROAD CROSSING, AND A PAVED CITY STREET TO THE
 AA7497'RIGHT RUNNING ALONG THE SOUTH SIDE OF THE RAILROAD TRACK. TURN RIGHT
 AA7497'ON THE PAVED CITY STREET AND DRIVE EAST FOR 0.25 MI (0.40 KM) TO THE
 AA7497'STATION ON THE LEFT BETWEEN THE STREET AND THE RAILROAD TRACK. THE
 AA7497'STATION IS 14.7 FT (4.5 M) SOUTH OF THE SOUTH RAIL OF THE RAILROAD
 AA7497'TRACK, 19.7 FT (6.0 M) SOUTH OF THE NORTH RAIL OF THE RAILROAD TRACK,
 AA7497'34.0 FT (10.4 M) NORTH-NORTHWEST OF THE CENTER OF THE PAVED CITY
 AA7497'STREET, 72.0 FT (21.9 M) WEST OF A CABLE POLE ACROSS THE STREET, 103.5
 AA7497'FT (31.5 M) NORTH-NORTHEAST OF A JUNCTION POWER POLE WITH ONE
 AA7497'TRANSFORMER AND A STREET LIGHT ACROSS THE ROAD, 2.0 FT (0.6 M)
 AA7497'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7497'GROUND. STATION 38-31 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7498 ***********************************************************************
 AA7498  DESIGNATION -  38 31
 AA7498  PID         -  AA7498
 AA7498  STATE/COUNTY-  AL/LAMAR
 AA7498  USGS QUAD   -  MILLPORT (1985)
 AA7498
 AA7498                         *CURRENT SURVEY CONTROL
 AA7498  ___________________________________________________________________
 AA7498* NAD 83(1992)-  33 33 57.67011(N)    088 04 19.50428(W)     ADJUSTED  
 AA7498* NAVD 88     -        81.4    (meters)     267.     (feet)  VERTCON   
 AA7498  ___________________________________________________________________
 AA7498  X           -     178,978.414 (meters)                     COMP
 AA7498  Y           -  -5,317,057.413 (meters)                     COMP
 AA7498  Z           -   3,506,467.509 (meters)                     COMP
 AA7498  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AA7498  ELLIP HEIGHT-          53.24  (meters)          (07/29/02) GPS OBS
 AA7498  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AA7498
 AA7498  HORZ ORDER  -  FIRST
 AA7498  ELLP ORDER  -  FOURTH    CLASS I
 AA7498
 AA7498.The horizontal coordinates were established by GPS observations
 AA7498.and adjusted by the National Geodetic Survey in August 1995..
 AA7498
 AA7498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7498
 AA7498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7498
 AA7498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7498
 AA7498.The ellipsoidal height was determined by GPS observations
 AA7498.and is referenced to NAD 83.
 AA7498
 AA7498.The geoid height was determined by GEOID03.
 AA7498
 AA7498;                    North         East     Units Scale Factor Converg.
 AA7498;SPC AL W     -   395,531.843   546,884.035   MT  0.99996810   -0 18 58.7
 AA7498;UTM  16      - 3,714,553.538   400,492.411   MT  0.99972207   -0 35 34.1
 AA7498
 AA7498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7498!SPC AL W     -   0.99999164  x   0.99996810  =   0.99995974
 AA7498!UTM  16      -   0.99999164  x   0.99972207  =   0.99971371
 AA7498
 AA7498                          SUPERSEDED SURVEY CONTROL
 AA7498
 AA7498  ELLIP H (08/28/95)   53.32   (m)                       GP(       ) 4 1
 AA7498  NGVD 29 (08/28/95)   81.3    (m)          267.     (f) GPS OBS        
 AA7498
 AA7498.Superseded values are not recommended for survey control.
 AA7498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7498.See file dsdata.txt to determine how the superseded data were derived.
 AA7498
 AA7498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0049214554(NAD 83)
 AA7498_MARKER: DD = SURVEY DISK
 AA7498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7498_STAMPING: 38-31 1994
 AA7498_MARK LOGO: ALHD  
 AA7498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7498+STABILITY: SURFACE MOTION
 AA7498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7498+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7498
 AA7498  HISTORY     - Date     Condition        Report By
 AA7498  HISTORY     - 1994     MONUMENTED       ALHD
 AA7498
 AA7498                          STATION DESCRIPTION
 AA7498
 AA7498'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7498'THE STATION IS IN LAMAR COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA7498'CITY STREET IN MILLPORT. TO REACH THE STATION FROM THE JUNCTION OF AL
 AA7498'17 NORTH AND AL 96 (MILEPOST 230.05 ON AL 17 AND MILEPOST 11.70 ON AL
 AA7498'96) IN MILLPORT, DRIVE NORTH ON AL 17 FOR 0.30 MI (0.48 KM) TO
 AA7498'MILEPOST 230.35, A RAIROAD CROSSING, AND A PAVED CITY STREET TO THE
 AA7498'RIGHT RUNNING ALONG THE SOUTH SIDE OF THE RAILROAD TRACK. TURN RIGHT
 AA7498'ON THE PAVED CITY STREET AND DRIVE EAST FOR 0.30 MI (0.48 KM) TO A
 AA7498'PAVED CROSSROADS. TURN LEFT AT THE CROSSROADS, CROSS THE RAILROAD
 AA7498'TRACK, AND CONTINUE EAST ALONG THE PAVED CITY STREET FOR 0.30 MI (0.48
 AA7498'KM) TO THE STATION ON THE LEFT. THE STATION IS 19.9 FT (6.1 M) NORTH
 AA7498'OF THE CENTER OF THE PAVED CITY STREET, 39.5 FT (12.0 M) WEST OF
 AA7498'TELEPHONE CABLE PEDESTAL NO B 4 11, 54.0 FT (16.5 M) NORTH OF THE
 AA7498'NORTH RAIL OF THE RAILROAD TRACK ACROSS THE ROAD, 58.9 FT (18.0 M)
 AA7498'NORTH OF THE SOUTH RAIL OF THE RAILROAD TRACK ACROSS THE ROAD, 63.8 FT
 AA7498'(19.4 M) WEST OF A POWER AND CABLE POLE, 169.8 FT (51.8 M) EAST OF
 AA7498'TELEPHONE CABLE PEDESTAL NO B 10, 2.0 FT (0.6 M) SOUTH OF A CARSONITE
 AA7498'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 38-30 1994 MAY BE
 AA7498'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7499 ***********************************************************************
 AA7499  DESIGNATION -  38 32
 AA7499  PID         -  AA7499
 AA7499  STATE/COUNTY-  AL/LAMAR
 AA7499  USGS QUAD   -  KENNEDY (1982)
 AA7499
 AA7499                         *CURRENT SURVEY CONTROL
 AA7499  ___________________________________________________________________
 AA7499* NAD 83(1992)-  33 34 09.45981(N)    087 57 18.22009(W)     ADJUSTED  
 AA7499* NAVD 88     -       134.7    (meters)     442.     (feet)  VERTCON   
 AA7499  ___________________________________________________________________
 AA7499  X           -     189,832.241 (meters)                     COMP
 AA7499  Y           -  -5,316,524.454 (meters)                     COMP
 AA7499  Z           -   3,506,799.655 (meters)                     COMP
 AA7499  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA7499  ELLIP HEIGHT-         106.56  (meters)          (07/29/02) GPS OBS
 AA7499  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AA7499
 AA7499  HORZ ORDER  -  FIRST
 AA7499  ELLP ORDER  -  FOURTH    CLASS I
 AA7499
 AA7499.The horizontal coordinates were established by GPS observations
 AA7499.and adjusted by the National Geodetic Survey in August 1995..
 AA7499
 AA7499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7499
 AA7499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7499
 AA7499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7499
 AA7499.The ellipsoidal height was determined by GPS observations
 AA7499.and is referenced to NAD 83.
 AA7499
 AA7499.The geoid height was determined by GEOID03.
 AA7499
 AA7499;                    North         East     Units Scale Factor Converg.
 AA7499;SPC AL W     -   395,841.210   557,750.927   MT  0.99995533   -0 15 05.9
 AA7499;UTM  16      - 3,714,810.396   411,357.927   MT  0.99969687   -0 31 41.3
 AA7499
 AA7499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7499!SPC AL W     -   0.99998327  x   0.99995533  =   0.99993860
 AA7499!UTM  16      -   0.99998327  x   0.99969687  =   0.99968015
 AA7499
 AA7499:                Primary Azimuth Mark                     Grid Az
 AA7499:SPC AL W     -  38 33                                    310 43 53.2
 AA7499:UTM  16      -  38 33                                    311 00 28.6
 AA7499
 AA7499|---------------------------------------------------------------------|
 AA7499| PID    Reference Object                     Distance      Geod. Az  |
 AA7499|                                                           dddmmss.s |
 AA7499| AA7500 38 33                               APPROX. 0.5 KM 3102847.3 |
 AA7499|---------------------------------------------------------------------|
 AA7499
 AA7499                          SUPERSEDED SURVEY CONTROL
 AA7499
 AA7499  ELLIP H (08/28/95)  106.60   (m)                       GP(       ) 4 1
 AA7499  NGVD 29 (08/28/95)  134.6    (m)          442.     (f) GPS OBS        
 AA7499
 AA7499.Superseded values are not recommended for survey control.
 AA7499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7499.See file dsdata.txt to determine how the superseded data were derived.
 AA7499
 AA7499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1135814810(NAD 83)
 AA7499_MARKER: DD = SURVEY DISK
 AA7499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7499_STAMPING: 38-32 1994
 AA7499_MARK LOGO: ALHD  
 AA7499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7499+STABILITY: SURFACE MOTION
 AA7499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7499+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7499
 AA7499  HISTORY     - Date     Condition        Report By
 AA7499  HISTORY     - 1994     MONUMENTED       ALHD
 AA7499
 AA7499                          STATION DESCRIPTION
 AA7499
 AA7499'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7499'THE STATION IS IN LAMAR COUNTY ON THE NORTHEAST RIGHT OF WAY OF LAMAR
 AA7499'COUNTY ROAD NO 2 ABOUT 2.10 MI (3.38 KM) SOUTHEAST OF KENNEDY AND
 AA7499'ABOUT 7.25 MI (11.67 KM) EAST OF MILLPORT. TO REACH THE STATION FROM
 AA7499'THE JUNCTION OF AL 17 SOUTH AND AL 96 (MILEPOST 255.82 ON AL 17 AND
 AA7499'MILEPOST 15.95 ON AL 96) IN KENNEDY, DRIVE NORTHEAST AND EAST ON AL 96
 AA7499'FOR 2.60 MI (4.18 KM) TO MILEPOST 18.55 AND LAMAR COUNTY ROAD NO 2
 AA7499'RIGHT. TURN RIGHT ON LAMAR COUNTY ROAD NO 2 AND DRIVE SOUTHEAST FOR
 AA7499'1.60 MI (2.57 KM) TO THE STATION ON THE LEFT THE STATION IS 11.8 FT
 AA7499'(3.6 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO 11 9A, 26.6 FT
 AA7499'(8.1 M) NORTHEAST OF THE CENTERLINE OF LAMAR COUNTY ROAD NO 2, 56.0 FT
 AA7499'(17.1 M) NORTH OF A METAL MAILBOX ON A WHITE FOUR BY FOUR WOOD POST
 AA7499'AND A METAL POST ACROSS THE ROAD, 83.3 FT (25.4 M) SOUTH-SOUTHEAST OF
 AA7499'A JUNCTION POWER POLE WITH ONE GUY WIRE AND ONE TRANSFORMER, 85.0 FT
 AA7499'(25.9 M) EAST OF A LARGE METAL MAILBOX ON A FOUR BY FOUR WOOD POST
 AA7499'ACROSS THE ROAD, 129.5 FT (39.5 M) EAST OF TELEPHONE CABLE PEDESTAL NO
 AA7499'D1 12R 16A LP4 ACROSS THE ROAD, 2.9 FT (0.9 M) SOUTHWEST OF A
 AA7499'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 38-33
 AA7499'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7500 ***********************************************************************
 AA7500  DESIGNATION -  38 33
 AA7500  PID         -  AA7500
 AA7500  STATE/COUNTY-  AL/LAMAR
 AA7500  USGS QUAD   -  KENNEDY (1982)
 AA7500
 AA7500                         *CURRENT SURVEY CONTROL
 AA7500  ___________________________________________________________________
 AA7500* NAD 83(1992)-  33 34 20.70706(N)    087 57 33.96348(W)     ADJUSTED  
 AA7500* NAVD 88     -       130.6    (meters)     428.     (feet)  VERTCON   
 AA7500  ___________________________________________________________________
 AA7500  X           -     189,419.507 (meters)                     COMP
 AA7500  Y           -  -5,316,344.041 (meters)                     COMP
 AA7500  Z           -   3,507,086.133 (meters)                     COMP
 AA7500  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA7500  ELLIP HEIGHT-         102.49  (meters)          (07/29/02) GPS OBS
 AA7500  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AA7500
 AA7500  HORZ ORDER  -  FIRST
 AA7500  ELLP ORDER  -  FOURTH    CLASS I
 AA7500
 AA7500.The horizontal coordinates were established by GPS observations
 AA7500.and adjusted by the National Geodetic Survey in August 1995..
 AA7500
 AA7500.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7500
 AA7500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7500
 AA7500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7500
 AA7500.The ellipsoidal height was determined by GPS observations
 AA7500.and is referenced to NAD 83.
 AA7500
 AA7500.The geoid height was determined by GEOID03.
 AA7500
 AA7500;                    North         East     Units Scale Factor Converg.
 AA7500;SPC AL W     -   396,189.507   557,346.444   MT  0.99995575   -0 15 14.6
 AA7500;UTM  16      - 3,715,160.550   410,955.234   MT  0.99969775   -0 31 50.1
 AA7500
 AA7500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7500!SPC AL W     -   0.99998391  x   0.99995575  =   0.99993966
 AA7500!UTM  16      -   0.99998391  x   0.99969775  =   0.99968167
 AA7500
 AA7500:                Primary Azimuth Mark                     Grid Az
 AA7500:SPC AL W     -  38 32                                    130 43 53.2
 AA7500:UTM  16      -  38 32                                    131 00 28.7
 AA7500
 AA7500|---------------------------------------------------------------------|
 AA7500| PID    Reference Object                     Distance      Geod. Az  |
 AA7500|                                                           dddmmss.s |
 AA7500| AA7499 38 32                               APPROX. 0.5 KM 1302838.6 |
 AA7500|---------------------------------------------------------------------|
 AA7500
 AA7500                          SUPERSEDED SURVEY CONTROL
 AA7500
 AA7500  ELLIP H (08/28/95)  102.53   (m)                       GP(       ) 4 1
 AA7500  NGVD 29 (08/28/95)  130.6    (m)          428.     (f) GPS OBS        
 AA7500
 AA7500.Superseded values are not recommended for survey control.
 AA7500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7500.See file dsdata.txt to determine how the superseded data were derived.
 AA7500
 AA7500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1095515161(NAD 83)
 AA7500_MARKER: DD = SURVEY DISK
 AA7500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7500_STAMPING: 38-33 1994
 AA7500_MARK LOGO: ALHD  
 AA7500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7500+STABILITY: SURFACE MOTION
 AA7500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7500+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7500
 AA7500  HISTORY     - Date     Condition        Report By
 AA7500  HISTORY     - 1994     MONUMENTED       ALHD
 AA7500
 AA7500                          STATION DESCRIPTION
 AA7500
 AA7500'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7500'THE STATION IS IN LAMAR COUNTY ON THE SOUTHWEST RIGHT OF WAY OF LAMAR
 AA7500'COUNTY ROAD NO 2 ABOUT 1.70 MI (2.74 KM) SOUTHEAST OF KENNEDY AND
 AA7500'ABOUT 7.00 MI (11.27 KM) EAST OF MILLPORT. TO REACH THE STATION FROM
 AA7500'THE JUNCTION OF AL 17 SOUTH AND AL 96 (MILEPOST 225.82 ON AL 17 AND
 AA7500'MILEPOST 15.95 ON AL 96) IN KENNEDY, DRIVE NORTHEAST AND EAST ON AL 96
 AA7500'FOR 2.60 MI (4.18 KM) TO MILEPOST 18.55 AND LAMAR COUNTY ROAD NO 2
 AA7500'RIGHT. TURN RIGHT ON LAMAR COUNTY ROAD NO 2 AND DRIVE SOUTHEAST FOR
 AA7500'1.25 MI (2.01 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.8 FT
 AA7500'(0.9 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO D1 12R 13A RE, 37.6
 AA7500'FT (11.5 M) SOUTHWEST OF THE CENTERLINE OF LAMAR COUNTY ROAD NO 2,
 AA7500'99.9 FT (30.4 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO D 11 7 A ACROSS
 AA7500'THE ROAD, 170.0 FT (51.8 M) SOUTHEAST OF AN ANGLE POWER POLE WITH ONE
 AA7500'GUY WIRE, 270.0 FT (82.3 M) NORTHWEST OF A POWER POLE, 1.9 FT (0.6 M)
 AA7500'NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7500'STATION 38-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2145 ***********************************************************************
 DJ2145  DESIGNATION -  38 4
 DJ2145  PID         -  DJ2145
 DJ2145  STATE/COUNTY-  AL/LAMAR
 DJ2145  USGS QUAD   -  MILLPORT NW (1985)
 DJ2145
 DJ2145                         *CURRENT SURVEY CONTROL
 DJ2145  ___________________________________________________________________
 DJ2145* NAD 83(1992)-  33 42 23.92287(N)    088 13 54.59788(W)     ADJUSTED  
 DJ2145* NAVD 88     -        95.7    (meters)     314.     (feet)  VERTCON   
 DJ2145  ___________________________________________________________________
 DJ2145  X           -     163,886.864 (meters)                     COMP
 DJ2145  Y           -  -5,308,912.107 (meters)                     COMP
 DJ2145  Z           -   3,519,461.828 (meters)                     COMP
 DJ2145  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DJ2145  ELLIP HEIGHT-          67.83  (meters)          (07/29/02) GPS OBS
 DJ2145  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 DJ2145
 DJ2145  HORZ ORDER  -  FIRST
 DJ2145  ELLP ORDER  -  FOURTH    CLASS I
 DJ2145
 DJ2145.The horizontal coordinates were established by GPS observations
 DJ2145.and adjusted by the National Geodetic Survey in December 1992..
 DJ2145
 DJ2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2145
 DJ2145.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2145
 DJ2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2145
 DJ2145.The ellipsoidal height was determined by GPS observations
 DJ2145.and is referenced to NAD 83.
 DJ2145
 DJ2145.The geoid height was determined by GEOID03.
 DJ2145
 DJ2145;                    North         East     Units Scale Factor Converg.
 DJ2145;SPC AL W     -   411,222.242   532,162.071   MT  0.99999005   -0 24 22.1
 DJ2145;SPC MS E     -   466,572.432   355,757.405   MT  0.99998831   +0 20 01.7
 DJ2145;SPC MS E     - 1,530,746.39  1,167,180.75   sFT  0.99998831   +0 20 01.7
 DJ2145;UTM  16      - 3,730,311.183   385,849.959   MT  0.99976064   -0 41 01.2
 DJ2145
 DJ2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2145!SPC AL W     -   0.99998935  x   0.99999005  =   0.99997940
 DJ2145!SPC MS E     -   0.99998935  x   0.99998831  =   0.99997766
 DJ2145!UTM  16      -   0.99998935  x   0.99976064  =   0.99974999
 DJ2145
 DJ2145:                Primary Azimuth Mark                     Grid Az
 DJ2145:SPC AL W     -  38 3                                     226 57 14.4
 DJ2145:SPC MS E     -  38 3                                     226 12 50.6
 DJ2145:UTM  16      -  38 3                                     227 13 53.5
 DJ2145
 DJ2145|---------------------------------------------------------------------|
 DJ2145| PID    Reference Object                     Distance      Geod. Az  |
 DJ2145|                                                           dddmmss.s |
 DJ2145| DJ2144 38 3                                400.450 METERS 2263252.3 |
 DJ2145|---------------------------------------------------------------------|
 DJ2145
 DJ2145                          SUPERSEDED SURVEY CONTROL
 DJ2145
 DJ2145  ELLIP H (12/04/92)   67.86   (m)                       GP(       ) 4 1
 DJ2145  NAD 83(1986)-  33 42 23.92982(N)    088 13 54.59587(W) AD(       ) 1
 DJ2145  NGVD 29 (12/04/92)   95.7    (m)          314.     (f) GPS OBS        
 DJ2145
 DJ2145.Superseded values are not recommended for survey control.
 DJ2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2145.See file dsdata.txt to determine how the superseded data were derived.
 DJ2145
 DJ2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8585030311(NAD 83)
 DJ2145_MARKER: DD = SURVEY DISK
 DJ2145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2145_SP_SET: CONCRETE POST
 DJ2145_STAMPING: 38-4 1991
 DJ2145_MARK LOGO: ALHD  
 DJ2145_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2145+STABILITY: SURFACE MOTION
 DJ2145_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2145+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1992
 DJ2145
 DJ2145  HISTORY     - Date     Condition        Report By
 DJ2145  HISTORY     - 1991     MONUMENTED       ALHD
 DJ2145  HISTORY     - 19920305 GOOD
 DJ2145
 DJ2145                          STATION DESCRIPTION
 DJ2145
 DJ2145'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DJ2145'THE STATION IS LOCATED IN LAMAR COUNTY ON THE WEST RIGHT OF WAY OF ALA
 DJ2145'18, ABOUT 7.70 MI (12.39 KM) SOUTHWEST OF VERNON AND ABOUT 13.35 MI
 DJ2145'(21.48 KM) NORTHWEST OF MILLPORT.
 DJ2145'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 18 (MILE POST
 DJ2145'9.90 ON ALA 18 AND MILE POST 244.55 ON ALA 17) IN VERNON, DRIVE WEST
 DJ2145'ON ALA 18 FOR 8.40 MI (13.52 KM) TO MILE POST 1.50 AND THE STATION ON
 DJ2145'THE RIGHT.
 DJ2145'THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A FOUR STRAND BARBED
 DJ2145'WIRE FENCE ON A WHITE 2 1/2 INCH PIPE FRAME, 58.2 FT (17.7 M)
 DJ2145'WEST-NORTHWEST OF THE CENTER LINE OF ALA 18, 60.2 FT (18.3 M)
 DJ2145'SOUTH-SOUTHWEST OF A BARRIER LINE BEGINNING SIGN, 76.6 FT (23.3 M)
 DJ2145'SOUTH-SOUTHWEST OF THE WEST WHITE BRICK COLUMN AT THE GATE, 103.0 FT
 DJ2145'(31.4 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.7 FT
 DJ2145'(0.8 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DJ2145'WITH THE GROUND.
 DJ2145'STATION 38-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2145
 DJ2145                          STATION RECOVERY (1992)
 DJ2145
 DJ2145'RECOVERED 1992
 DJ2145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2836 ***********************************************************************
 DH2836  DESIGNATION -  38 5
 DH2836  PID         -  DH2836
 DH2836  STATE/COUNTY-  AL/LAMAR
 DH2836  USGS QUAD   -  BLUFF (1983)
 DH2836
 DH2836                         *CURRENT SURVEY CONTROL
 DH2836  ___________________________________________________________________
 DH2836* NAD 83(1992)-  33 46 05.96849(N)    087 56 51.03628(W)     ADJUSTED  
 DH2836* NAVD 88     -       198.9    (meters)     653.     (feet)  VERTCON   
 DH2836  ___________________________________________________________________
 DH2836  X           -     190,096.498 (meters)                     COMP
 DH2836  Y           -  -5,304,322.105 (meters)                     COMP
 DH2836  Z           -   3,525,208.497 (meters)                     COMP
 DH2836  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DH2836  ELLIP HEIGHT-         171.14  (meters)          (07/29/02) GPS OBS
 DH2836  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DH2836
 DH2836  HORZ ORDER  -  FIRST
 DH2836  ELLP ORDER  -  FOURTH    CLASS I
 DH2836
 DH2836.The horizontal coordinates were established by GPS observations
 DH2836.and adjusted by the National Geodetic Survey in December 1992..
 DH2836
 DH2836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2836
 DH2836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2836
 DH2836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2836
 DH2836.The ellipsoidal height was determined by GPS observations
 DH2836.and is referenced to NAD 83.
 DH2836
 DH2836.The geoid height was determined by GEOID03.
 DH2836
 DH2836;                    North         East     Units Scale Factor Converg.
 DH2836;SPC AL W     -   417,912.663   558,547.579   MT  0.99995451   -0 14 55.5
 DH2836;UTM  16      - 3,736,872.018   412,261.128   MT  0.99969490   -0 31 36.1
 DH2836
 DH2836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2836!SPC AL W     -   0.99997313  x   0.99995451  =   0.99992765
 DH2836!UTM  16      -   0.99997313  x   0.99969490  =   0.99966804
 DH2836
 DH2836:                Primary Azimuth Mark                     Grid Az
 DH2836:SPC AL W     -  38 6                                     318 49 11.6
 DH2836:UTM  16      -  38 6                                     319 05 52.2
 DH2836
 DH2836|---------------------------------------------------------------------|
 DH2836| PID    Reference Object                     Distance      Geod. Az  |
 DH2836|                                                           dddmmss.s |
 DH2836| DH2837 38 6                                411.355 METERS 3183416.1 |
 DH2836|---------------------------------------------------------------------|
 DH2836
 DH2836                          SUPERSEDED SURVEY CONTROL
 DH2836
 DH2836  ELLIP H (12/04/92)  171.15   (m)                       GP(       ) 4 1
 DH2836  NAD 83(1986)-  33 46 05.97573(N)    087 56 51.03466(W) AD(       ) 1
 DH2836  NGVD 29 (12/04/92)  198.8    (m)          652.     (f) GPS OBS        
 DH2836
 DH2836.Superseded values are not recommended for survey control.
 DH2836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2836.See file dsdata.txt to determine how the superseded data were derived.
 DH2836
 DH2836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1226136872(NAD 83)
 DH2836_MARKER: DD = SURVEY DISK
 DH2836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2836_SP_SET: CONCRETE POST
 DH2836_STAMPING: 38-5 1991
 DH2836_MARK LOGO: ALHD  
 DH2836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2836+STABILITY: SURFACE MOTION
 DH2836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2836+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 DH2836
 DH2836  HISTORY     - Date     Condition        Report By
 DH2836  HISTORY     - 1991     MONUMENTED       ALHD
 DH2836  HISTORY     - 19920303 GOOD
 DH2836  HISTORY     - 20030123 GOOD             ALHD
 DH2836
 DH2836                          STATION DESCRIPTION
 DH2836
 DH2836'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2836'THE STATION IS LOCATED IN LAMAR COUNTY ON THE NORTHEAST RIGHT OF WAY
 DH2836'OF LAMAR COUNTY ROAD NO. 9, ABOUT 9.00 MI (14.48 KM) NORTHWEST OF
 DH2836'FAYETTE AND ABOUT 9.30 MI (14.97 KM) EAST-NORTHEAST OF VERNON.
 DH2836'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 18 (MILE POST
 DH2836'11.10 ON ALA 18 AND MILE POST 244.55 ON ALA 17) IN VERNON, DRIVE EAST
 DH2836'ON ALA 18 FOR 11.15 MI (17.94 KM) TO MILE POST 22.25 AND FAYETTE
 DH2836'COUNTY ROAD NO. 47 ON THE LEFT, TURN LEFT ON FAYETTE COUNTY ROAD NO.
 DH2836'47 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO A PAVED COUNTY ROAD ON
 DH2836'THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR
 DH2836'1.45 MI (2.33 KM) CROSSING THE LAMAR COUNTY LINE TO THE STATION ON
 DH2836'THE RIGHT.
 DH2836'THE STATION IS 2.5 FT (0.8 M) NORTHEAST OF THE CREST OF AN 8 FOOT
 DH2836'(2.4 M) BACKSLOPE, 46.0 FT (14.0 M) NORTHEAST OF THE CENTER OF LAMAR
 DH2836'COUNTY ROAD NO. 9, 140.3 FT (42.8 M) SOUTHEAST OF A POWER POLE, 1.7
 DH2836'FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 DH2836'THE GROUND.
 DH2836'STATION 38-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2836
 DH2836                          STATION RECOVERY (1992)
 DH2836
 DH2836'RECOVERED 1992
 DH2836'RECOVERED IN GOOD CONDITION.
 DH2836
 DH2836                          STATION RECOVERY (2003)
 DH2836
 DH2836'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH2836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2837 ***********************************************************************
 DH2837  DESIGNATION -  38 6
 DH2837  PID         -  DH2837
 DH2837  STATE/COUNTY-  AL/LAMAR
 DH2837  USGS QUAD   -  BLUFF (1983)
 DH2837
 DH2837                         *CURRENT SURVEY CONTROL
 DH2837  ___________________________________________________________________
 DH2837* NAD 83(1992)-  33 46 15.97871(N)    087 57 01.61452(W)     ADJUSTED  
 DH2837* NAVD 88     -       198.3    (meters)     651.     (feet)  VERTCON   
 DH2837  ___________________________________________________________________
 DH2837  X           -     189,818.320 (meters)                     COMP
 DH2837  Y           -  -5,304,160.058 (meters)                     COMP
 DH2837  Z           -   3,525,464.582 (meters)                     COMP
 DH2837  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DH2837  ELLIP HEIGHT-         170.59  (meters)          (07/29/02) GPS OBS
 DH2837  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DH2837
 DH2837  HORZ ORDER  -  FIRST
 DH2837  ELLP ORDER  -  FOURTH    CLASS I
 DH2837
 DH2837.The horizontal coordinates were established by GPS observations
 DH2837.and adjusted by the National Geodetic Survey in December 1992..
 DH2837
 DH2837.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2837
 DH2837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2837
 DH2837.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2837
 DH2837.The ellipsoidal height was determined by GPS observations
 DH2837.and is referenced to NAD 83.
 DH2837
 DH2837.The geoid height was determined by GEOID03.
 DH2837
 DH2837;                    North         East     Units Scale Factor Converg.
 DH2837;SPC AL W     -   418,222.252   558,276.744   MT  0.99995479   -0 15 01.4
 DH2837;UTM  16      - 3,737,182.838   411,991.868   MT  0.99969548   -0 31 42.1
 DH2837
 DH2837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2837!SPC AL W     -   0.99997322  x   0.99995479  =   0.99992801
 DH2837!UTM  16      -   0.99997322  x   0.99969548  =   0.99966871
 DH2837
 DH2837:                Primary Azimuth Mark                     Grid Az
 DH2837:SPC AL W     -  38 5                                     138 49 11.6
 DH2837:UTM  16      -  38 5                                     139 05 52.3
 DH2837
 DH2837|---------------------------------------------------------------------|
 DH2837| PID    Reference Object                     Distance      Geod. Az  |
 DH2837|                                                           dddmmss.s |
 DH2837| DH2836 38 5                                411.355 METERS 1383410.2 |
 DH2837|---------------------------------------------------------------------|
 DH2837
 DH2837                          SUPERSEDED SURVEY CONTROL
 DH2837
 DH2837  ELLIP H (12/04/92)  170.60   (m)                       GP(       ) 4 1
 DH2837  NAD 83(1986)-  33 46 15.98595(N)    087 57 01.61290(W) AD(       ) 1
 DH2837  NGVD 29 (12/04/92)  198.3    (m)          651.     (f) GPS OBS        
 DH2837
 DH2837.Superseded values are not recommended for survey control.
 DH2837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2837.See file dsdata.txt to determine how the superseded data were derived.
 DH2837
 DH2837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1199237183(NAD 83)
 DH2837_MARKER: DD = SURVEY DISK
 DH2837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2837_SP_SET: CONCRETE POST
 DH2837_STAMPING: 38-6 1991
 DH2837_MARK LOGO: ALHD  
 DH2837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2837+STABILITY: SURFACE MOTION
 DH2837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2837+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 DH2837
 DH2837  HISTORY     - Date     Condition        Report By
 DH2837  HISTORY     - 1991     MONUMENTED       ALHD
 DH2837  HISTORY     - 19920303 GOOD
 DH2837  HISTORY     - 20030123 GOOD             ALHD
 DH2837
 DH2837                          STATION DESCRIPTION
 DH2837
 DH2837'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2837'THE STATION IS LOCATED IN LAMAR COUNTY ON THE NORTHEAST RIGHT OF WAY
 DH2837'OF LAMAR COUNTY ROAD NO. 9, ABOUT 9.25 MI (14.89 KM) NORTHWEST OF
 DH2837'FAYETTE AND ABOUT 9.25 MI (14.89 KM) EAST-NORTHEAST OF VERNON.
 DH2837'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 18 (MILE POST
 DH2837'11.10 ON ALA 18 AND MILE POST 244.55 ON ALA 17) IN VERNON, DRIVE EAST
 DH2837'ON ALA 18 FOR 11.15 MI (17.94 KM) TO MILE POST 22.25 AND FAYETTE
 DH2837'COUNTY ROAD NO. 47 ON THE LEFT, TURN LEFT ON FAYETTE COUNTY ROAD NO.
 DH2837'47 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO A PAVED COUNTY ROAD ON
 DH2837'THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR
 DH2837'1.70 MI (2.74 KM) TO THE STATION ON THE RIGHT.
 DH2837'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A FOUR STRAND BARBED WIRE
 DH2837'FENCE ON LARGE TREATED WOOD POSTS, 44.0 FT (13.4 M) NORTHEAST OF THE
 DH2837'CENTER OF LAMAR COUNTY ROAD NO. 9, 2.7 FT (0.8 M) SOUTHWEST OF A
 DH2837'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2837'STATION 38-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2837
 DH2837                          STATION RECOVERY (1992)
 DH2837
 DH2837'RECOVERED 1992
 DH2837'RECOVERED IN GOOD CONDITION.
 DH2837
 DH2837                          STATION RECOVERY (2003)
 DH2837
 DH2837'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH2837'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2146 ***********************************************************************
 DJ2146  DESIGNATION -  38 7
 DJ2146  PID         -  DJ2146
 DJ2146  STATE/COUNTY-  AL/LAMAR
 DJ2146  USGS QUAD   -  BEAVERTON (1985)
 DJ2146
 DJ2146                         *CURRENT SURVEY CONTROL
 DJ2146  ___________________________________________________________________
 DJ2146* NAD 83(1992)-  33 52 30.12914(N)    088 05 15.29114(W)     ADJUSTED  
 DJ2146* NAVD 88     -       161.6    (meters)     530.     (feet)  VERTCON   
 DJ2146  ___________________________________________________________________
 DJ2146  X           -     176,907.592 (meters)                     COMP
 DJ2146  Y           -  -5,298,155.505 (meters)                     COMP
 DJ2146  Z           -   3,535,021.417 (meters)                     COMP
 DJ2146  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DJ2146  ELLIP HEIGHT-         134.08  (meters)          (07/29/02) GPS OBS
 DJ2146  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DJ2146
 DJ2146  HORZ ORDER  -  FIRST
 DJ2146  ELLP ORDER  -  FOURTH    CLASS I
 DJ2146
 DJ2146.The horizontal coordinates were established by GPS observations
 DJ2146.and adjusted by the National Geodetic Survey in December 1992..
 DJ2146
 DJ2146.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2146
 DJ2146.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2146
 DJ2146.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2146
 DJ2146.The ellipsoidal height was determined by GPS observations
 DJ2146.and is referenced to NAD 83.
 DJ2146
 DJ2146.The geoid height was determined by GEOID03.
 DJ2146
 DJ2146;                    North         East     Units Scale Factor Converg.
 DJ2146;SPC AL W     -   429,813.586   545,640.367   MT  0.99996975   -0 19 39.1
 DJ2146;UTM  16      - 3,748,832.485   399,415.125   MT  0.99972472   -0 36 22.5
 DJ2146
 DJ2146!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2146!SPC AL W     -   0.99997895  x   0.99996975  =   0.99994870
 DJ2146!UTM  16      -   0.99997895  x   0.99972472  =   0.99970368
 DJ2146
 DJ2146:                Primary Azimuth Mark                     Grid Az
 DJ2146:SPC AL W     -  38 8                                     011 11 24.3
 DJ2146:UTM  16      -  38 8                                     011 28 07.7
 DJ2146
 DJ2146|---------------------------------------------------------------------|
 DJ2146| PID    Reference Object                     Distance      Geod. Az  |
 DJ2146|                                                           dddmmss.s |
 DJ2146| DJ2147 38 8                                455.798 METERS 0105145.2 |
 DJ2146|---------------------------------------------------------------------|
 DJ2146
 DJ2146                          SUPERSEDED SURVEY CONTROL
 DJ2146
 DJ2146  ELLIP H (12/04/92)  134.05   (m)                       GP(       ) 4 1
 DJ2146  NAD 83(1986)-  33 52 30.13755(N)    088 05 15.28978(W) AD(       ) 1
 DJ2146  NGVD 29 (12/04/92)  161.6    (m)          530.     (f) GPS OBS        
 DJ2146
 DJ2146.Superseded values are not recommended for survey control.
 DJ2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2146.See file dsdata.txt to determine how the superseded data were derived.
 DJ2146
 DJ2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9941548832(NAD 83)
 DJ2146_MARKER: DD = SURVEY DISK
 DJ2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2146_SP_SET: CONCRETE POST
 DJ2146_STAMPING: 38-7 1991
 DJ2146_MARK LOGO: ALHD  
 DJ2146_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2146+STABILITY: SURFACE MOTION
 DJ2146_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2146+SATELLITE: SATELLITE OBSERVATIONS - March 05, 1992
 DJ2146
 DJ2146  HISTORY     - Date     Condition        Report By
 DJ2146  HISTORY     - 1991     MONUMENTED       ALHD
 DJ2146  HISTORY     - 19920305 GOOD
 DJ2146
 DJ2146                          STATION DESCRIPTION
 DJ2146
 DJ2146'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DJ2146'THE STATION IS LOCATED IN LAMAR COUNTY ON THE NORTHWEST RIGHT OF WAY
 DJ2146'OF A PAVED COUNTY ROAD, ABOUT 3.20 MI (5.15 KM) SOUTHEAST OF
 DJ2146'SULLIGENT AND ABOUT 8.40 MI (13.52 KM) NORTH-NORTHEAST OF VERNON.
 DJ2146'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA 17 (MILE
 DJ2146'POST 255.30 ON ALA 17) IN SULLIGENT, DRIVE SOUTH ON ALA 17 FOR 1.20
 DJ2146'MI (1.93 KM) TO MILE POST 254.10 AND LAMAR COUNTY ROAD NO. 30 ON THE
 DJ2146'LEFT, TURN LEFT ON LAMAR COUNTY ROAD NO. 30 AND DRIVE SOUTHEAST AND
 DJ2146'EAST FOR 2.45 MI (3.94 KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN
 DJ2146'LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.55 MI (0.89 KM)
 DJ2146'TO THE STATION ON THE LEFT.
 DJ2146'THE STATION IS 19.0 FT (5.8 M) NORTHWEST OF THE CENTER OF THE PAVED
 DJ2146'COUNTY ROAD, 69.9 FT (21.3 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE
 DJ2146'PEDESTAL NO. 224 29, 77.0 FT (23.5 M) SOUTH OF THE CENTER OF A GRAVEL
 DJ2146'DRIVEWAY, 2.1 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 DJ2146'SET FLUSH WITH THE GROUND.
 DJ2146'STATION 38-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2146'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 DJ2146'MRS. LOUISE GOSA
 DJ2146'ROUTE 3, BOX 135
 DJ2146'SULLIGENT, ALABAMA 35586
 DJ2146'PHONE 205-698-9919.
 DJ2146
 DJ2146                          STATION RECOVERY (1992)
 DJ2146
 DJ2146'RECOVERED 1992
 DJ2146'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2147 ***********************************************************************
 DJ2147  DESIGNATION -  38 8
 DJ2147  PID         -  DJ2147
 DJ2147  STATE/COUNTY-  AL/LAMAR
 DJ2147  USGS QUAD   -  BEAVERTON (1985)
 DJ2147
 DJ2147                         *CURRENT SURVEY CONTROL
 DJ2147  ___________________________________________________________________
 DJ2147* NAD 83(1992)-  33 52 44.65735(N)    088 05 11.94869(W)     ADJUSTED  
 DJ2147* NAVD 88     -       153.6    (meters)     504.     (feet)  VERTCON   
 DJ2147  ___________________________________________________________________
 DJ2147  X           -     176,984.892 (meters)                     COMP
 DJ2147  Y           -  -5,297,896.552 (meters)                     COMP
 DJ2147  Z           -   3,535,388.559 (meters)                     COMP
 DJ2147  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DJ2147  ELLIP HEIGHT-         126.00  (meters)          (07/29/02) GPS OBS
 DJ2147  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DJ2147
 DJ2147  HORZ ORDER  -  FIRST
 DJ2147  ELLP ORDER  -  FOURTH    CLASS I
 DJ2147
 DJ2147.The horizontal coordinates were established by GPS observations
 DJ2147.and adjusted by the National Geodetic Survey in December 1992..
 DJ2147
 DJ2147.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2147.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2147
 DJ2147.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2147
 DJ2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2147
 DJ2147.The ellipsoidal height was determined by GPS observations
 DJ2147.and is referenced to NAD 83.
 DJ2147
 DJ2147.The geoid height was determined by GEOID03.
 DJ2147
 DJ2147;                    North         East     Units Scale Factor Converg.
 DJ2147;SPC AL W     -   430,260.705   545,728.818   MT  0.99996963   -0 19 37.3
 DJ2147;UTM  16      - 3,749,279.059   399,505.728   MT  0.99972450   -0 36 20.9
 DJ2147
 DJ2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2147!SPC AL W     -   0.99998022  x   0.99996963  =   0.99994985
 DJ2147!UTM  16      -   0.99998022  x   0.99972450  =   0.99970473
 DJ2147
 DJ2147:                Primary Azimuth Mark                     Grid Az
 DJ2147:SPC AL W     -  38 7                                     191 11 24.3
 DJ2147:UTM  16      -  38 7                                     191 28 07.9
 DJ2147
 DJ2147|---------------------------------------------------------------------|
 DJ2147| PID    Reference Object                     Distance      Geod. Az  |
 DJ2147|                                                           dddmmss.s |
 DJ2147| DJ2146 38 7                                455.798 METERS 1905147.0 |
 DJ2147|---------------------------------------------------------------------|
 DJ2147
 DJ2147                          SUPERSEDED SURVEY CONTROL
 DJ2147
 DJ2147  ELLIP H (12/04/92)  125.97   (m)                       GP(       ) 4 1
 DJ2147  NAD 83(1986)-  33 52 44.66576(N)    088 05 11.94733(W) AD(       ) 1
 DJ2147  NGVD 29 (12/04/92)  153.5    (m)          504.     (f) GPS OBS        
 DJ2147
 DJ2147.Superseded values are not recommended for survey control.
 DJ2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2147.See file dsdata.txt to determine how the superseded data were derived.
 DJ2147
 DJ2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9950649279(NAD 83)
 DJ2147_MARKER: DD = SURVEY DISK
 DJ2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2147_SP_SET: CONCRETE POST
 DJ2147_STAMPING: 38-8 1991
 DJ2147_MARK LOGO: ALHD  
 DJ2147_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2147+STABILITY: SURFACE MOTION
 DJ2147_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2147+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1992
 DJ2147
 DJ2147  HISTORY     - Date     Condition        Report By
 DJ2147  HISTORY     - 1991     MONUMENTED       ALHD
 DJ2147  HISTORY     - 19920304 GOOD
 DJ2147
 DJ2147                          STATION DESCRIPTION
 DJ2147
 DJ2147'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DJ2147'THE STATION IS LOCATED IN LAMAR COUNTY ON THE EAST RIGHT OF WAY OF A
 DJ2147'PAVED COUNTY ROAD, ABOUT 3.20 MI (5.15 KM) SOUTHEAST OF SULLIGENT AND
 DJ2147'ABOUT 8.65 MI (13.92 KM) NORTH-NORTHEAST OF VERNON.
 DJ2147'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA 17 (MILE
 DJ2147'POST 255.30 ON ALA 17) IN SULLIGENT, DRIVE SOUTH ON ALA 17 FOR 1.20
 DJ2147'MI (1.93 KM) TO MILE POST 254.10 AND LAMAR COUNTY ROAD NO. 30 ON THE
 DJ2147'LEFT, TURN LEFT ON LAMAR COUNTY ROAD NO. 30 AND DRIVE SOUTHEAST AND
 DJ2147'EAST FOR 2.45 MI (3.94 KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN
 DJ2147'LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.80 MI (1.29 KM)
 DJ2147'TO THE STATION ON THE RIGHT.
 DJ2147'THE STATION IS 21.0 FT (6.4 M) EAST OF THE CENTER OF A PAVED COUNTY
 DJ2147'ROAD, 114.0 FT (34.7 M) SOUTH-SOUTHEAST OF A YELLOW TOP PROPERTY
 DJ2147'CORNER, 115.0 FT (35.1 M) SOUTHEAST OF THE CENTER OF THE INTERSECTION
 DJ2147'OF THE PAVED COUNTY ROAD AND A GRAVEL DRIVEWAY LEADING SOUTH, 2.0 FT
 DJ2147'(0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DJ2147'GROUND.
 DJ2147'STATION 38-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2147
 DJ2147                          STATION RECOVERY (1992)
 DJ2147
 DJ2147'RECOVERED 1992
 DJ2147'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2148 ***********************************************************************
 DJ2148  DESIGNATION -  38 9
 DJ2148  PID         -  DJ2148
 DJ2148  STATE/COUNTY-  AL/LAMAR
 DJ2148  USGS QUAD   -  SULLIGENT (1985)
 DJ2148
 DJ2148                         *CURRENT SURVEY CONTROL
 DJ2148  ___________________________________________________________________
 DJ2148* NAD 83(1992)-  33 55 46.84845(N)    088 12 16.73094(W)     ADJUSTED  
 DJ2148* NAVD 88     -       105.5    (meters)     346.     (feet)  VERTCON   
 DJ2148  ___________________________________________________________________
 DJ2148  X           -     165,974.669 (meters)                     COMP
 DJ2148  Y           -  -5,295,080.136 (meters)                     COMP
 DJ2148  Z           -   3,540,020.897 (meters)                     COMP
 DJ2148  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 DJ2148  ELLIP HEIGHT-          77.94  (meters)          (07/29/02) GPS OBS
 DJ2148  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 DJ2148
 DJ2148  HORZ ORDER  -  FIRST
 DJ2148  ELLP ORDER  -  FOURTH    CLASS I
 DJ2148
 DJ2148.The horizontal coordinates were established by GPS observations
 DJ2148.and adjusted by the National Geodetic Survey in December 1992..
 DJ2148
 DJ2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2148
 DJ2148.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2148
 DJ2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2148
 DJ2148.The ellipsoidal height was determined by GPS observations
 DJ2148.and is referenced to NAD 83.
 DJ2148
 DJ2148.The geoid height was determined by GEOID03.
 DJ2148
 DJ2148;                    North         East     Units Scale Factor Converg.
 DJ2148;SPC AL W     -   435,942.609   534,851.419   MT  0.99998564   -0 23 36.0
 DJ2148;UTM  16      - 3,755,012.484   388,658.714   MT  0.99975282   -0 40 20.9
 DJ2148
 DJ2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2148!SPC AL W     -   0.99998776  x   0.99998564  =   0.99997340
 DJ2148!UTM  16      -   0.99998776  x   0.99975282  =   0.99974059
 DJ2148
 DJ2148                          SUPERSEDED SURVEY CONTROL
 DJ2148
 DJ2148  ELLIP H (12/04/92)   77.91   (m)                       GP(       ) 4 1
 DJ2148  NAD 83(1986)-  33 55 46.85635(N)    088 12 16.73464(W) AD(       ) 1
 DJ2148  NGVD 29 (12/04/92)  105.5    (m)          346.     (f) GPS OBS        
 DJ2148
 DJ2148.Superseded values are not recommended for survey control.
 DJ2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2148.See file dsdata.txt to determine how the superseded data were derived.
 DJ2148
 DJ2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8865955012(NAD 83)
 DJ2148_MARKER: DD = SURVEY DISK
 DJ2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2148_SP_SET: CONCRETE POST
 DJ2148_STAMPING: 38-9 1991
 DJ2148_MARK LOGO: ALHD  
 DJ2148_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2148+STABILITY: SURFACE MOTION
 DJ2148_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2148+SATELLITE: SATELLITE OBSERVATIONS - March 04, 1992
 DJ2148
 DJ2148  HISTORY     - Date     Condition        Report By
 DJ2148  HISTORY     - 1991     MONUMENTED       ALHD
 DJ2148  HISTORY     - 19920304 GOOD
 DJ2148
 DJ2148                          STATION DESCRIPTION
 DJ2148
 DJ2148'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DJ2148'THE STATION IS LOCATED IN LAMAR COUNTY ON THE WEST RIGHT OF WAY OF A
 DJ2148'COUNTY GRAVEL ROAD, ABOUT 4.60 MI (7.40 KM) NORTHWEST OF SULLIGENT
 DJ2148'AND ABOUT 6.45 MI (10.38 KM) SOUTH-SOUTHWEST OF DETROIT.
 DJ2148'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA 17 (MILE
 DJ2148'POST 255.15 ON ALA 17) IN SULLIGENT, DRIVE NORTH ON ALA 17 FOR 1.90
 DJ2148'MI (3.06 KM) TO MILE POST 257.05 AND LAMAR COUNTY ROAD NO. 35 LEFT
 DJ2148'AND RIGHT, TURN LEFT ON LAMAR COUNTY ROAD NO. 35 AND DRIVE WEST FOR
 DJ2148'3.25 MI (5.23 KM) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE
 DJ2148'GRAVEL ROAD AND DRIVE SOUTH FOR 0.60 MI (0.97 KM) TO A
 DJ2148'Y-INTERSECTION, BEAR LEFT AND DRIVE SOUTH FOR 0.20 MI (0.32 KM) TO
 DJ2148'THE STATION ON THE RIGHT.
 DJ2148'THE STATION IS 14.0 FT (4.3 M) WEST-SOUTHWEST OF THE CENTER OF THE
 DJ2148'COUNTY GRAVEL ROAD, 93.8 FT (28.6 M) NORTH-NORTHEAST OF A POWER POLE
 DJ2148'IN THE FIELD, 100.1 FT (30.5 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO.
 DJ2148'335 10, 102.0 FT (31.1 M) SOUTHWEST OF A TRANSFORMER POWER POLE, 50.6
 DJ2148'FT (15.4 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 DJ2148'FLUSH WITH THE GROUND.
 DJ2148'TRIANGULATION STATION SIPSEY 1950 MAY BE USED AS AN AZIMUTH FOR THIS
 DJ2148'STATION.
 DJ2148'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 DJ2148'MR. MOMAN JAGGERS
 DJ2148'STAR ROUTE NORTH, BOX 72
 DJ2148'SULLIGENT, ALABAMA 35586
 DJ2148'PHONE 205-698-9228.
 DJ2148
 DJ2148                          STATION RECOVERY (1992)
 DJ2148
 DJ2148'RECOVERED 1992
 DJ2148'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2698 ***********************************************************************
 CN2698  DESIGNATION -  38 T
 CN2698  PID         -  CN2698
 CN2698  STATE/COUNTY-  AL/HALE
 CN2698  USGS QUAD   -  WARRIOR DAM (1980)
 CN2698
 CN2698                         *CURRENT SURVEY CONTROL
 CN2698  ___________________________________________________________________
 CN2698* NAD 83(1986)-  32 50 19.     (N)    087 45 07.     (W)     SCALED    
 CN2698* NAVD 88     -        41.081  (meters)     134.78   (feet)  ADJUSTED  
 CN2698  ___________________________________________________________________
 CN2698  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CN2698  DYNAMIC HT  -          41.034 (meters)     134.63  (feet)  COMP
 CN2698  MODELED GRAV-     979,508.0   (mgal)                       NAVD 88
 CN2698
 CN2698  VERT ORDER  -  SECOND    CLASS 0
 CN2698
 CN2698.The horizontal coordinates were scaled from a topographic map and have
 CN2698.an estimated accuracy of +/- 6 seconds.
 CN2698
 CN2698.The orthometric height was determined by differential leveling
 CN2698.and adjusted by the National Geodetic Survey in June 1991..
 CN2698
 CN2698.The geoid height was determined by GEOID03.
 CN2698
 CN2698.The dynamic height is computed by dividing the NAVD 88
 CN2698.geopotential number by the normal gravity value computed on the
 CN2698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2698.degrees latitude (g = 980.6199 gals.).
 CN2698
 CN2698.The modeled gravity was interpolated from observed gravity values.
 CN2698
 CN2698;                    North         East    Units  Estimated Accuracy
 CN2698;SPC AL W     -   314,740.      576,410.      MT  (+/- 180 meters Scaled)
 CN2698
 CN2698                          SUPERSEDED SURVEY CONTROL
 CN2698
 CN2698  NGVD 29 (??/??/92)   41.051  (m)          134.68   (f) ADJ UNCH    2 0
 CN2698
 CN2698.Superseded values are not recommended for survey control.
 CN2698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2698.See file dsdata.txt to determine how the superseded data were derived.
 CN2698
 CN2698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB296336(NAD 83)
 CN2698_MARKER: DD = SURVEY DISK
 CN2698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2698_STAMPING: TT STA NO. 38 T 1926 ELEV. 135 FT
 CN2698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2698+STABILITY: SURFACE MOTION
 CN2698
 CN2698  HISTORY     - Date     Condition        Report By
 CN2698  HISTORY     - 1926     MONUMENTED       USGS
 CN2698  HISTORY     - 1935     GOOD             NGS
 CN2698
 CN2698                          STATION DESCRIPTION
 CN2698
 CN2698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CN2698'IN EVANSVILLE.
 CN2698'110 FEET SOUTH OF SOUTHERN RAILROAD DEPOT, 40 FEET EAST AND 15 FEET
 CN2698'NORTH OF ROAD CROSSING, 45 FEET EAST OF THE CENTERLINE OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0439 ***********************************************************************
 BU0439  DESIGNATION -  380
 BU0439  PID         -  BU0439
 BU0439  STATE/COUNTY-  AL/ESCAMBIA
 BU0439  USGS QUAD   -  DAMASCUS (1982)
 BU0439
 BU0439                         *CURRENT SURVEY CONTROL
 BU0439  ___________________________________________________________________
 BU0439* NAD 83(1986)-  31 14 53.     (N)    086 46 31.     (W)     SCALED    
 BU0439* NAVD 88     -        39.044  (meters)     128.10   (feet)  ADJUSTED  
 BU0439  ___________________________________________________________________
 BU0439  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BU0439  DYNAMIC HT  -          38.997 (meters)     127.94  (feet)  COMP
 BU0439  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 BU0439
 BU0439  VERT ORDER  -  SECOND    CLASS 0
 BU0439
 BU0439.The horizontal coordinates were scaled from a topographic map and have
 BU0439.an estimated accuracy of +/- 6 seconds.
 BU0439
 BU0439.The orthometric height was determined by differential leveling
 BU0439.and adjusted by the National Geodetic Survey in June 1991..
 BU0439
 BU0439.The geoid height was determined by GEOID03.
 BU0439
 BU0439.The dynamic height is computed by dividing the NAVD 88
 BU0439.geopotential number by the normal gravity value computed on the
 BU0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0439.degrees latitude (g = 980.6199 gals.).
 BU0439
 BU0439.The modeled gravity was interpolated from observed gravity values.
 BU0439
 BU0439;                    North         East    Units  Estimated Accuracy
 BU0439;SPC AL W     -   138,580.      669,030.      MT  (+/- 180 meters Scaled)
 BU0439
 BU0439                          SUPERSEDED SURVEY CONTROL
 BU0439
 BU0439  NGVD 29 (??/??/92)   39.071  (m)          128.19   (f) ADJ UNCH    2 0
 BU0439
 BU0439.Superseded values are not recommended for survey control.
 BU0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0439.See file dsdata.txt to determine how the superseded data were derived.
 BU0439
 BU0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV213571(NAD 83)
 BU0439_MARKER: DD = SURVEY DISK
 BU0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0439_STAMPING: 380
 BU0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0439+STABILITY: SURFACE MOTION
 BU0439
 BU0439  HISTORY     - Date     Condition        Report By
 BU0439  HISTORY     - UNK      MONUMENTED       ALGS
 BU0439  HISTORY     - 1943     GOOD             NGS
 BU0439  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU0439
 BU0439                          STATION DESCRIPTION
 BU0439
 BU0439'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0439'1.3 MI S FROM BROOKLYN.
 BU0439'1.3 MILES SOUTH ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE AT
 BU0439'BROOKLYN, 0.2 MILE SOUTH OF THE CONCRETE BRIDGE, 0.1 MILE NORTH OF A
 BU0439'SIDE ROAD LEADING WEST, NEAR THE NORTHWEST EDGE OF THE WOODS, AT THE
 BU0439'SOUTH END OF A SMALL OUT ON THE EAST SIDE OF THE ROAD, 30.5 FEET EAST
 BU0439'OF THE CENTER-LINE OF THE ROAD.  BRONZE DISK SET IN TOP OF CONCRETE
 BU0439'POST PROJECTING ABOUT 0.3 FEET ABOVE THE GROUND.
 BU0439
 BU0439                          STATION RECOVERY (1976)
 BU0439
 BU0439'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU0439'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0440 ***********************************************************************
 BU0440  DESIGNATION -  381
 BU0440  PID         -  BU0440
 BU0440  STATE/COUNTY-  AL/ESCAMBIA
 BU0440  USGS QUAD   -  DAMASCUS (1982)
 BU0440
 BU0440                         *CURRENT SURVEY CONTROL
 BU0440  ___________________________________________________________________
 BU0440* NAD 83(1986)-  31 14 12.     (N)    086 46 43.     (W)     SCALED    
 BU0440* NAVD 88     -        39.388  (meters)     129.23   (feet)  ADJUSTED  
 BU0440  ___________________________________________________________________
 BU0440  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BU0440  DYNAMIC HT  -          39.339 (meters)     129.06  (feet)  COMP
 BU0440  MODELED GRAV-     979,419.6   (mgal)                       NAVD 88
 BU0440
 BU0440  VERT ORDER  -  SECOND    CLASS 0
 BU0440
 BU0440.The horizontal coordinates were scaled from a topographic map and have
 BU0440.an estimated accuracy of +/- 6 seconds.
 BU0440
 BU0440.The orthometric height was determined by differential leveling
 BU0440.and adjusted by the National Geodetic Survey in June 1991..
 BU0440
 BU0440.The geoid height was determined by GEOID03.
 BU0440
 BU0440.The dynamic height is computed by dividing the NAVD 88
 BU0440.geopotential number by the normal gravity value computed on the
 BU0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0440.degrees latitude (g = 980.6199 gals.).
 BU0440
 BU0440.The modeled gravity was interpolated from observed gravity values.
 BU0440
 BU0440;                    North         East    Units  Estimated Accuracy
 BU0440;SPC AL W     -   137,320.      668,720.      MT  (+/- 180 meters Scaled)
 BU0440
 BU0440                          SUPERSEDED SURVEY CONTROL
 BU0440
 BU0440  NGVD 29 (??/??/92)   39.414  (m)          129.31   (f) ADJ UNCH    2 0
 BU0440
 BU0440.Superseded values are not recommended for survey control.
 BU0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0440.See file dsdata.txt to determine how the superseded data were derived.
 BU0440
 BU0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV210558(NAD 83)
 BU0440_MARKER: DD = SURVEY DISK
 BU0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0440_STAMPING: 381
 BU0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0440+STABILITY: SURFACE MOTION
 BU0440
 BU0440  HISTORY     - Date     Condition        Report By
 BU0440  HISTORY     - UNK      MONUMENTED       ALGS
 BU0440  HISTORY     - 1943     GOOD             NGS
 BU0440  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU0440
 BU0440                          STATION DESCRIPTION
 BU0440
 BU0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0440'2.1 MI S FROM BROOKLYN.
 BU0440'2.1 MILES SOUTH ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE AT
 BU0440'BROOKLYN, ON THE OUTSIDE OF A CURVE FROM THE NORTH TO THE SOUTHWEST,
 BU0440'ON THE SOUTHEAST SIDE OF ROAD FROM THE FARM HOUSE, 26 FEET SOUTHEAST
 BU0440'OF THE CENTER-LINE OF THE ROAD, 6.9 FEET EAST OF THE GUY POLE OF THE
 BU0440'FIRST POWER-LINE POLE SOUTHWEST OF THE HOUSE.  BRONZE DISK SET IN TOP
 BU0440'OF CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 BU0440
 BU0440                          STATION RECOVERY (1976)
 BU0440
 BU0440'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU0440'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0441 ***********************************************************************
 BU0441  DESIGNATION -  382
 BU0441  PID         -  BU0441
 BU0441  STATE/COUNTY-  AL/ESCAMBIA
 BU0441  USGS QUAD   -  DAMASCUS (1982)
 BU0441
 BU0441                         *CURRENT SURVEY CONTROL
 BU0441  ___________________________________________________________________
 BU0441* NAD 83(1986)-  31 14 04.     (N)    086 46 55.     (W)     SCALED    
 BU0441* NAVD 88     -        41.354  (meters)     135.68   (feet)  ADJUSTED  
 BU0441  ___________________________________________________________________
 BU0441  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BU0441  DYNAMIC HT  -          41.303 (meters)     135.51  (feet)  COMP
 BU0441  MODELED GRAV-     979,419.2   (mgal)                       NAVD 88
 BU0441
 BU0441  VERT ORDER  -  SECOND    CLASS 0
 BU0441
 BU0441.The horizontal coordinates were scaled from a topographic map and have
 BU0441.an estimated accuracy of +/- 6 seconds.
 BU0441
 BU0441.The orthometric height was determined by differential leveling
 BU0441.and adjusted by the National Geodetic Survey in June 1991..
 BU0441
 BU0441.The geoid height was determined by GEOID03.
 BU0441
 BU0441.The dynamic height is computed by dividing the NAVD 88
 BU0441.geopotential number by the normal gravity value computed on the
 BU0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0441.degrees latitude (g = 980.6199 gals.).
 BU0441
 BU0441.The modeled gravity was interpolated from observed gravity values.
 BU0441
 BU0441;                    North         East    Units  Estimated Accuracy
 BU0441;SPC AL W     -   137,070.      668,410.      MT  (+/- 180 meters Scaled)
 BU0441
 BU0441                          SUPERSEDED SURVEY CONTROL
 BU0441
 BU0441  NGVD 29 (??/??/92)   41.380  (m)          135.76   (f) ADJ UNCH    2 0
 BU0441
 BU0441.Superseded values are not recommended for survey control.
 BU0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0441.See file dsdata.txt to determine how the superseded data were derived.
 BU0441
 BU0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV207556(NAD 83)
 BU0441_MARKER: DD = SURVEY DISK
 BU0441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0441_STAMPING: 382
 BU0441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0441+STABILITY: SURFACE MOTION
 BU0441
 BU0441  HISTORY     - Date     Condition        Report By
 BU0441  HISTORY     - UNK      MONUMENTED       ALGS
 BU0441  HISTORY     - 1943     GOOD             NGS
 BU0441  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU0441
 BU0441                          STATION DESCRIPTION
 BU0441
 BU0441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0441'2.4 MI S FROM BROOKLYN.
 BU0441'2.4 MILES SOUTH ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE AT
 BU0441'BROOKLYN, NEAR A SIDE ROAD LEADING WEST, WHERE THE OLD ROAD JOINS THE
 BU0441'NEW ROAD, 48 FEET NORTH OF THE FIRST POLE NORTH OF THE SIDE ROAD, 36.7
 BU0441'FEET WEST OF THE CENTER-LINE OF THE NEW ROAD, 7 FEET EAST OF THE RAIL
 BU0441'FENCE.  BRONZE DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 BU0441'FOOT ABOVE THE GROUND.
 BU0441
 BU0441                          STATION RECOVERY (1976)
 BU0441
 BU0441'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU0441'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0442 ***********************************************************************
 BU0442  DESIGNATION -  383
 BU0442  PID         -  BU0442
 BU0442  STATE/COUNTY-  AL/ESCAMBIA
 BU0442  USGS QUAD   -  DAMASCUS (1982)
 BU0442
 BU0442                         *CURRENT SURVEY CONTROL
 BU0442  ___________________________________________________________________
 BU0442* NAD 83(1986)-  31 13 10.     (N)    086 47 18.     (W)     SCALED    
 BU0442* NAVD 88     -        45.608  (meters)     149.63   (feet)  ADJUSTED  
 BU0442  ___________________________________________________________________
 BU0442  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BU0442  DYNAMIC HT  -          45.552 (meters)     149.45  (feet)  COMP
 BU0442  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 BU0442
 BU0442  VERT ORDER  -  SECOND    CLASS 0
 BU0442
 BU0442.The horizontal coordinates were scaled from a topographic map and have
 BU0442.an estimated accuracy of +/- 6 seconds.
 BU0442
 BU0442.The orthometric height was determined by differential leveling
 BU0442.and adjusted by the National Geodetic Survey in June 1991..
 BU0442
 BU0442.The geoid height was determined by GEOID03.
 BU0442
 BU0442.The dynamic height is computed by dividing the NAVD 88
 BU0442.geopotential number by the normal gravity value computed on the
 BU0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0442.degrees latitude (g = 980.6199 gals.).
 BU0442
 BU0442.The modeled gravity was interpolated from observed gravity values.
 BU0442
 BU0442;                    North         East    Units  Estimated Accuracy
 BU0442;SPC AL W     -   135,400.      667,810.      MT  (+/- 180 meters Scaled)
 BU0442
 BU0442                          SUPERSEDED SURVEY CONTROL
 BU0442
 BU0442  NGVD 29 (??/??/92)   45.635  (m)          149.72   (f) ADJ UNCH    2 0
 BU0442
 BU0442.Superseded values are not recommended for survey control.
 BU0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0442.See file dsdata.txt to determine how the superseded data were derived.
 BU0442
 BU0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV201539(NAD 83)
 BU0442_MARKER: DD = SURVEY DISK
 BU0442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0442_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0442_STAMPING: 383
 BU0442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0442+STABILITY: SURFACE MOTION
 BU0442
 BU0442  HISTORY     - Date     Condition        Report By
 BU0442  HISTORY     - UNK      MONUMENTED       ALGS
 BU0442  HISTORY     - 1943     GOOD             NGS
 BU0442  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU0442
 BU0442                          STATION DESCRIPTION
 BU0442
 BU0442'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0442'3.5 MI S FROM BROOKLYN.
 BU0442'3.5 MILES SOUTH ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE AT
 BU0442'BROOKLYN, SET IN THE EAST CORNER OF A PASTURE FIELD AT A Y ROAD, 35.8
 BU0442'FEET WEST OF THE CENTER-LINE OF THE MAIN ROAD, 25 FEET SOUTHEAST OF
 BU0442'THE CENTER-LINE OF THE SIDE ROAD LEADING SOUTHWEST, 5.7 FEET SOUTHWEST
 BU0442'OF THE CORNER FENCE POST, 4.3 FEET EAST OF THE POWER-LINE POLE. BRONZE
 BU0442'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.7 FOOT ABOVE THE
 BU0442'GROUND.
 BU0442
 BU0442                          STATION RECOVERY (1976)
 BU0442
 BU0442'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU0442'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2485 ***********************************************************************
 BG2485  DESIGNATION -  383
 BG2485  PID         -  BG2485
 BG2485  STATE/COUNTY-  AL/BALDWIN
 BG2485  USGS QUAD   -  ELSANOR (1985)
 BG2485
 BG2485                         *CURRENT SURVEY CONTROL
 BG2485  ___________________________________________________________________
 BG2485* NAD 83(1986)-  30 31 38.     (N)    087 30 47.     (W)     SCALED    
 BG2485* NAVD 88     -        24.329  (meters)      79.82   (feet)  ADJUSTED  
 BG2485  ___________________________________________________________________
 BG2485  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BG2485  DYNAMIC HT  -          24.297 (meters)      79.71  (feet)  COMP
 BG2485  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 BG2485
 BG2485  VERT ORDER  -  FIRST     CLASS I
 BG2485
 BG2485.The horizontal coordinates were scaled from a topographic map and have
 BG2485.an estimated accuracy of +/- 6 seconds.
 BG2485
 BG2485.The orthometric height was determined by differential leveling
 BG2485.and adjusted by the National Geodetic Survey in June 1991..
 BG2485
 BG2485.The geoid height was determined by GEOID03.
 BG2485
 BG2485.The dynamic height is computed by dividing the NAVD 88
 BG2485.geopotential number by the normal gravity value computed on the
 BG2485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2485.degrees latitude (g = 980.6199 gals.).
 BG2485
 BG2485.The modeled gravity was interpolated from observed gravity values.
 BG2485
 BG2485;                    North         East    Units  Estimated Accuracy
 BG2485;SPC AL W     -    58,440.      598,750.      MT  (+/- 180 meters Scaled)
 BG2485
 BG2485                          SUPERSEDED SURVEY CONTROL
 BG2485
 BG2485  NGVD 29 (??/??/??)   24.278  (m)           79.65   (f) ADJUSTED    1 1
 BG2485
 BG2485.Superseded values are not recommended for survey control.
 BG2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2485.See file dsdata.txt to determine how the superseded data were derived.
 BG2485
 BG2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU507773(NAD 83)
 BG2485_MARKER: DD = SURVEY DISK
 BG2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2485_STAMPING: 383
 BG2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2485+STABILITY: SURFACE MOTION
 BG2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2485+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 BG2485
 BG2485  HISTORY     - Date     Condition        Report By
 BG2485  HISTORY     - UNK      MONUMENTED       ALGS
 BG2485  HISTORY     - 1968     GOOD             NGS
 BG2485  HISTORY     - 1987     GOOD             USPSQD
 BG2485  HISTORY     - 20030806 GOOD             USPSQD
 BG2485  HISTORY     - 20051008 GOOD             USPSQD
 BG2485
 BG2485                          STATION DESCRIPTION
 BG2485
 BG2485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG2485'12.8 MI SE FROM ROBERTSDALE.
 BG2485'12.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE
 BG2485'AND NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, AT THE JUNCTION
 BG2485'OF A DIRT ROAD AND ON TOP OF A DIRT CUT IN THE SOUTHWEST ANGLE
 BG2485'OF THE JUNCTION, 77.0 FEET SOUTHEAST OF THE APPROXIMATE CENTER
 BG2485'OF THE JUNCTION, 63.0 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 BG2485'45.0 FEET EAST OF THE APPROXIMATE CENTER OF THE DIRT ROAD, 2.0
 BG2485'FEET WEST OF A METAL WITNESS POST, 3.0 FEET ABOVE THE LEVEL OF
 BG2485'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BG2485'4-INCHES ABOVE THE GROUND.  IN SECT 18, T 6 S, R 6 E
 BG2485
 BG2485                          STATION RECOVERY (1987)
 BG2485
 BG2485'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2485'RECOVERED IN GOOD CONDITION.
 BG2485
 BG2485                          STATION RECOVERY (2003)
 BG2485
 BG2485'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2485'THE DIRT ROAD IS NOW CALLED C C ROAD (DEAD END).THE MARK IS 2.0 FEET
 BG2485'EAST OF THE METAL WITNESS POST, NOT WEST AS LISTED.
 BG2485
 BG2485                          STATION RECOVERY (2005)
 BG2485
 BG2485'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 BG2485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0443 ***********************************************************************
 BU0443  DESIGNATION -  384
 BU0443  PID         -  BU0443
 BU0443  STATE/COUNTY-  AL/ESCAMBIA
 BU0443  USGS QUAD   -  DAMASCUS (1982)
 BU0443
 BU0443                         *CURRENT SURVEY CONTROL
 BU0443  ___________________________________________________________________
 BU0443* NAD 83(1986)-  31 13 00.     (N)    086 47 22.     (W)     SCALED    
 BU0443* NAVD 88     -        47.662  (meters)     156.37   (feet)  ADJUSTED  
 BU0443  ___________________________________________________________________
 BU0443  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BU0443  DYNAMIC HT  -          47.604 (meters)     156.18  (feet)  COMP
 BU0443  MODELED GRAV-     979,418.4   (mgal)                       NAVD 88
 BU0443
 BU0443  VERT ORDER  -  SECOND    CLASS 0
 BU0443
 BU0443.The horizontal coordinates were scaled from a topographic map and have
 BU0443.an estimated accuracy of +/- 6 seconds.
 BU0443
 BU0443.The orthometric height was determined by differential leveling
 BU0443.and adjusted by the National Geodetic Survey in June 1991..
 BU0443
 BU0443.The geoid height was determined by GEOID03.
 BU0443
 BU0443.The dynamic height is computed by dividing the NAVD 88
 BU0443.geopotential number by the normal gravity value computed on the
 BU0443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0443.degrees latitude (g = 980.6199 gals.).
 BU0443
 BU0443.The modeled gravity was interpolated from observed gravity values.
 BU0443
 BU0443;                    North         East    Units  Estimated Accuracy
 BU0443;SPC AL W     -   135,090.      667,700.      MT  (+/- 180 meters Scaled)
 BU0443
 BU0443                          SUPERSEDED SURVEY CONTROL
 BU0443
 BU0443  NGVD 29 (??/??/92)   47.689  (m)          156.46   (f) ADJ UNCH    2 0
 BU0443
 BU0443.Superseded values are not recommended for survey control.
 BU0443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0443.See file dsdata.txt to determine how the superseded data were derived.
 BU0443
 BU0443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV200536(NAD 83)
 BU0443_MARKER: DD = SURVEY DISK
 BU0443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0443_STAMPING: 384
 BU0443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0443+STABILITY: SURFACE MOTION
 BU0443
 BU0443  HISTORY     - Date     Condition        Report By
 BU0443  HISTORY     - UNK      MONUMENTED       ALGS
 BU0443  HISTORY     - 1943     GOOD             NGS
 BU0443  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU0443
 BU0443                          STATION DESCRIPTION
 BU0443
 BU0443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0443'3.7 MI S FROM BROOKLYN.
 BU0443'3.7 MILES SOUTH ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE AT
 BU0443'BROOKLYN, SET ON THE SOUTHEAST SIDE OF THE ROAD FROM A FARM HOUSE,
 BU0443'25.5 FEET EAST OF THE CENTER-LINE OF THE ROAD, 31 FEET SOUTH OF THE
 BU0443'SOUTH GATE POST, 24 FEET NORTH OF A POINT ON THE CENTER-LINE OF THE
 BU0443'PRIVATE ROAD LEADING TO THE HOUSE, 2.1 FEET WEST OF THE FENCE. BRONZE
 BU0443'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE
 BU0443'GROUND.
 BU0443
 BU0443                          STATION RECOVERY (1976)
 BU0443
 BU0443'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU0443'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0444 ***********************************************************************
 BU0444  DESIGNATION -  385
 BU0444  PID         -  BU0444
 BU0444  STATE/COUNTY-  AL/ESCAMBIA
 BU0444  USGS QUAD   -  DAMASCUS (1982)
 BU0444
 BU0444                         *CURRENT SURVEY CONTROL
 BU0444  ___________________________________________________________________
 BU0444* NAD 83(1986)-  31 12 09.     (N)    086 47 34.     (W)     SCALED    
 BU0444* NAVD 88     -        57.510  (meters)     188.68   (feet)  ADJUSTED  
 BU0444  ___________________________________________________________________
 BU0444  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BU0444  DYNAMIC HT  -          57.439 (meters)     188.45  (feet)  COMP
 BU0444  MODELED GRAV-     979,418.1   (mgal)                       NAVD 88
 BU0444
 BU0444  VERT ORDER  -  SECOND    CLASS 0
 BU0444
 BU0444.The horizontal coordinates were scaled from a topographic map and have
 BU0444.an estimated accuracy of +/- 6 seconds.
 BU0444
 BU0444.The orthometric height was determined by differential leveling
 BU0444.and adjusted by the National Geodetic Survey in June 1991..
 BU0444
 BU0444.The geoid height was determined by GEOID03.
 BU0444
 BU0444.The dynamic height is computed by dividing the NAVD 88
 BU0444.geopotential number by the normal gravity value computed on the
 BU0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0444.degrees latitude (g = 980.6199 gals.).
 BU0444
 BU0444.The modeled gravity was interpolated from observed gravity values.
 BU0444
 BU0444;                    North         East    Units  Estimated Accuracy
 BU0444;SPC AL W     -   133,520.      667,400.      MT  (+/- 180 meters Scaled)
 BU0444
 BU0444                          SUPERSEDED SURVEY CONTROL
 BU0444
 BU0444  NGVD 29 (??/??/92)   57.537  (m)          188.77   (f) ADJ UNCH    2 0
 BU0444
 BU0444.Superseded values are not recommended for survey control.
 BU0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0444.See file dsdata.txt to determine how the superseded data were derived.
 BU0444
 BU0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV197520(NAD 83)
 BU0444_MARKER: DD = SURVEY DISK
 BU0444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0444_STAMPING: 385
 BU0444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0444+STABILITY: SURFACE MOTION
 BU0444
 BU0444  HISTORY     - Date     Condition        Report By
 BU0444  HISTORY     - UNK      MONUMENTED       ALGS
 BU0444  HISTORY     - 1943     GOOD             NGS
 BU0444
 BU0444                          STATION DESCRIPTION
 BU0444
 BU0444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0444'4.6 MI S FROM BROOKLYN.
 BU0444'4.6 MILES SOUTH ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE AT
 BU0444'BROOKLYN, SET ON THE NORTH SLOPE OF THE HILL, ON THE EAST SIDE OF ROAD
 BU0444'FROM A WHITE FARM HOUSE WITH A WHITE PANEL FENCE, 72 FEET SOUTHEAST OF
 BU0444'THE CENTER-LINE OF THE MAIN ROAD AND THE PRIVATE ROAD LEADING WEST TO
 BU0444'THE HOUSE, 38 FEET NORTHWEST OF THE FENCE, 31 FEET EAST OF THE
 BU0444'CENTER-LINE OF THE MAIN ROAD, 25.4 FEET SOUTHWEST OF A 36-INCH OAK
 BU0444'TREE WITH A SQUARE BLAZE ON THE WEST SIDE.  BRONZE DISK SET IN TOP OF
 BU0444'A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0446 ***********************************************************************
 BU0446  DESIGNATION -  387
 BU0446  PID         -  BU0446
 BU0446  STATE/COUNTY-  AL/ESCAMBIA
 BU0446  USGS QUAD   -  DAMASCUS (1982)
 BU0446
 BU0446                         *CURRENT SURVEY CONTROL
 BU0446  ___________________________________________________________________
 BU0446* NAD 83(1986)-  31 10 50.     (N)    086 47 51.     (W)     SCALED    
 BU0446* NAVD 88     -        38.494  (meters)     126.29   (feet)  ADJUSTED  
 BU0446  ___________________________________________________________________
 BU0446  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BU0446  DYNAMIC HT  -          38.447 (meters)     126.14  (feet)  COMP
 BU0446  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BU0446
 BU0446  VERT ORDER  -  SECOND    CLASS 0
 BU0446
 BU0446.The horizontal coordinates were scaled from a topographic map and have
 BU0446.an estimated accuracy of +/- 6 seconds.
 BU0446
 BU0446.The orthometric height was determined by differential leveling
 BU0446.and adjusted by the National Geodetic Survey in June 1991..
 BU0446
 BU0446.The geoid height was determined by GEOID03.
 BU0446
 BU0446.The dynamic height is computed by dividing the NAVD 88
 BU0446.geopotential number by the normal gravity value computed on the
 BU0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0446.degrees latitude (g = 980.6199 gals.).
 BU0446
 BU0446.The modeled gravity was interpolated from observed gravity values.
 BU0446
 BU0446;                    North         East    Units  Estimated Accuracy
 BU0446;SPC AL W     -   131,080.      666,960.      MT  (+/- 180 meters Scaled)
 BU0446
 BU0446                          SUPERSEDED SURVEY CONTROL
 BU0446
 BU0446  NGVD 29 (??/??/92)   38.524  (m)          126.39   (f) ADJ UNCH    2 0
 BU0446
 BU0446.Superseded values are not recommended for survey control.
 BU0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0446.See file dsdata.txt to determine how the superseded data were derived.
 BU0446
 BU0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV192496(NAD 83)
 BU0446_MARKER: DD = SURVEY DISK
 BU0446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0446_STAMPING: 387
 BU0446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0446+STABILITY: SURFACE MOTION
 BU0446
 BU0446  HISTORY     - Date     Condition        Report By
 BU0446  HISTORY     - UNK      MONUMENTED       ALGS
 BU0446  HISTORY     - 1943     GOOD             NGS
 BU0446  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU0446
 BU0446                          STATION DESCRIPTION
 BU0446
 BU0446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0446'6.1 MI S FROM BROOKLYN.
 BU0446'6.1 MILES SOUTH ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE AT
 BU0446'BROOKLYN, SET IN THE BOTTOM LAND, 118 FEET NORTH OF THE CENTER-LINE OF
 BU0446'THE SIDE ROAD LEADING EAST, 87 FEET SOUTH OF THE SOUTHEAST CORNER OF A
 BU0446'STONE AND CONCRETE BRIDGE, 21 FEET EAST OF THE CENTER-LINE OF THE
 BU0446'ROAD, ABOUT 3 FEET BELOW ROAD LEVEL.  BRONZE DISK SET IN TOP OF A
 BU0446'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 BU0446
 BU0446                          STATION RECOVERY (1976)
 BU0446
 BU0446'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU0446'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0447 ***********************************************************************
 BU0447  DESIGNATION -  388
 BU0447  PID         -  BU0447
 BU0447  STATE/COUNTY-  AL/ESCAMBIA
 BU0447  USGS QUAD   -  DAMASCUS (1982)
 BU0447
 BU0447                         *CURRENT SURVEY CONTROL
 BU0447  ___________________________________________________________________
 BU0447* NAD 83(1986)-  31 10 43.     (N)    086 47 48.     (W)     SCALED    
 BU0447* NAVD 88     -        35.433  (meters)     116.25   (feet)  ADJUSTED  
 BU0447  ___________________________________________________________________
 BU0447  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BU0447  DYNAMIC HT  -          35.390 (meters)     116.11  (feet)  COMP
 BU0447  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 BU0447
 BU0447  VERT ORDER  -  SECOND    CLASS 0
 BU0447
 BU0447.The horizontal coordinates were scaled from a topographic map and have
 BU0447.an estimated accuracy of +/- 6 seconds.
 BU0447
 BU0447.The orthometric height was determined by differential leveling
 BU0447.and adjusted by the National Geodetic Survey in June 1991..
 BU0447
 BU0447.The geoid height was determined by GEOID03.
 BU0447
 BU0447.The dynamic height is computed by dividing the NAVD 88
 BU0447.geopotential number by the normal gravity value computed on the
 BU0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0447.degrees latitude (g = 980.6199 gals.).
 BU0447
 BU0447.The modeled gravity was interpolated from observed gravity values.
 BU0447
 BU0447;                    North         East    Units  Estimated Accuracy
 BU0447;SPC AL W     -   130,870.      667,040.      MT  (+/- 180 meters Scaled)
 BU0447
 BU0447                          SUPERSEDED SURVEY CONTROL
 BU0447
 BU0447  NGVD 29 (??/??/92)   35.464  (m)          116.35   (f) ADJ UNCH    2 0
 BU0447
 BU0447.Superseded values are not recommended for survey control.
 BU0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0447.See file dsdata.txt to determine how the superseded data were derived.
 BU0447
 BU0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV193494(NAD 83)
 BU0447_MARKER: DD = SURVEY DISK
 BU0447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0447_STAMPING: 388
 BU0447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0447+STABILITY: SURFACE MOTION
 BU0447
 BU0447  HISTORY     - Date     Condition        Report By
 BU0447  HISTORY     - UNK      MONUMENTED       ALGS
 BU0447  HISTORY     - 1943     GOOD             NGS
 BU0447  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU0447
 BU0447                          STATION DESCRIPTION
 BU0447
 BU0447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0447'6.3 MI S FROM BROOKLYN.
 BU0447'6.3 MILES SOUTH ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE AT
 BU0447'BROOKLYN, ABOUT 150 FEET NORTH OF A WOODEN BRIDGE, ON THE NORTHWEST
 BU0447'EDGE OF THE WOODS, 58.3 FEET SOUTH OF THE FIRST POWER-LINE POLE NORTH
 BU0447'OF THE BRIDGE, 43 FEET EAST OF THE CENTER-LINE OF THE ROAD, ABOUT 1
 BU0447'FOOT BELOW ROAD LEVEL.  BRONZE DISK SET IN TOP OF A CONCRETE POST
 BU0447'PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 BU0447
 BU0447                          STATION RECOVERY (1976)
 BU0447
 BU0447'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU0447'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0690 ***********************************************************************
 EF0690  DESIGNATION -  39
 EF0690  PID         -  EF0690
 EF0690  STATE/COUNTY-  AL/MADISON
 EF0690  USGS QUAD   -  FARLEY (1982)
 EF0690
 EF0690                         *CURRENT SURVEY CONTROL
 EF0690  ___________________________________________________________________
 EF0690* NAD 83(1986)-  34 30 12.     (N)    086 31 47.     (W)     SCALED    
 EF0690* NAVD 88     -       176.145  (meters)     577.90   (feet)  ADJUSTED  
 EF0690  ___________________________________________________________________
 EF0690  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EF0690  DYNAMIC HT  -         175.962 (meters)     577.30  (feet)  COMP
 EF0690  MODELED GRAV-     979,594.3   (mgal)                       NAVD 88
 EF0690
 EF0690  VERT ORDER  -  FIRST     CLASS II
 EF0690
 EF0690.The horizontal coordinates were scaled from a topographic map and have
 EF0690.an estimated accuracy of +/- 6 seconds.
 EF0690
 EF0690.The orthometric height was determined by differential leveling
 EF0690.and adjusted by the National Geodetic Survey in June 1991..
 EF0690
 EF0690.The geoid height was determined by GEOID03.
 EF0690
 EF0690.The dynamic height is computed by dividing the NAVD 88
 EF0690.geopotential number by the normal gravity value computed on the
 EF0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0690.degrees latitude (g = 980.6199 gals.).
 EF0690
 EF0690.The modeled gravity was interpolated from observed gravity values.
 EF0690
 EF0690;                    North         East    Units  Estimated Accuracy
 EF0690;SPC AL E     -   444,160.      136,050.      MT  (+/- 180 meters Scaled)
 EF0690
 EF0690                          SUPERSEDED SURVEY CONTROL
 EF0690
 EF0690  NGVD 29 (??/??/92)  176.118  (m)          577.81   (f) ADJ UNCH    1 2
 EF0690
 EF0690.Superseded values are not recommended for survey control.
 EF0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0690.See file dsdata.txt to determine how the superseded data were derived.
 EF0690
 EF0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED431180(NAD 83)
 EF0690_MARKER: DD = SURVEY DISK
 EF0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0690+STABILITY: SURFACE MOTION
 EF0690
 EF0690  HISTORY     - Date     Condition        Report By
 EF0690  HISTORY     - UNK      MONUMENTED       USE
 EF0690  HISTORY     - 1933     GOOD             NGS
 EF0690  HISTORY     - 1950     GOOD             TVA
 EF0690
 EF0690                          STATION DESCRIPTION
 EF0690
 EF0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0690'19 MI NW FROM GUNTERSVILLE.
 EF0690'ABOUT 25 FEET NORTH OF THE TOP OF THE BANK OF THE TENN. RIVER AND 100
 EF0690'FEET WEST OF THE TOP OF THE BANK OF FLINT RIVER.  50 FEET FROM CREST
 EF0690'OF BANK.  ON THE DOWNSTREAM SIDE OF THE MOUTH OF THE FLINT RIVER.  ON
 EF0690'TOP OF LARGE SHELL COVERED INDIAN MOUNT.  AND 5 FEET SOUTHWEST OF A 20
 EF0690'INCH BLACK LOCUST TREE STUMP.  MARK IS 1 FOOT EAST OF A STEEL FENCE
 EF0690'POST AND MARKER.
 EF0690
 EF0690                          STATION RECOVERY (1950)
 EF0690
 EF0690'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0690'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1971 ***********************************************************************
 DG1971  DESIGNATION -  39
 DG1971  PID         -  DG1971
 DG1971  STATE/COUNTY-  AL/CALHOUN
 DG1971  USGS QUAD   -  ANNISTON (1972)
 DG1971
 DG1971                         *CURRENT SURVEY CONTROL
 DG1971  ___________________________________________________________________
 DG1971* NAD 83(1986)-  33 39 54.     (N)    085 49 30.     (W)     SCALED    
 DG1971* NAVD 88     -       227.830  (meters)     747.47   (feet)  ADJUSTED  
 DG1971  ___________________________________________________________________
 DG1971  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG1971  DYNAMIC HT  -         227.583 (meters)     746.66  (feet)  COMP
 DG1971  MODELED GRAV-     979,545.6   (mgal)                       NAVD 88
 DG1971
 DG1971  VERT ORDER  -  SECOND    CLASS 0
 DG1971
 DG1971.The horizontal coordinates were scaled from a topographic map and have
 DG1971.an estimated accuracy of +/- 6 seconds.
 DG1971
 DG1971.The orthometric height was determined by differential leveling
 DG1971.and adjusted by the National Geodetic Survey in June 1991..
 DG1971
 DG1971.The geoid height was determined by GEOID03.
 DG1971
 DG1971.The dynamic height is computed by dividing the NAVD 88
 DG1971.geopotential number by the normal gravity value computed on the
 DG1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1971.degrees latitude (g = 980.6199 gals.).
 DG1971
 DG1971.The modeled gravity was interpolated from observed gravity values.
 DG1971
 DG1971;                    North         East    Units  Estimated Accuracy
 DG1971;SPC AL E     -   350,950.      200,770.      MT  (+/- 180 meters Scaled)
 DG1971
 DG1971                          SUPERSEDED SURVEY CONTROL
 DG1971
 DG1971  NGVD 29 (??/??/92)  227.746  (m)          747.20   (f) ADJ UNCH    2 0
 DG1971
 DG1971.Superseded values are not recommended for survey control.
 DG1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1971.See file dsdata.txt to determine how the superseded data were derived.
 DG1971
 DG1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC089256(NAD 83)
 DG1971_MARKER: DB = BENCH MARK DISK
 DG1971_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1971_SP_SET: CONCRETE BANISTER
 DG1971_STAMPING: NO 39 1934
 DG1971_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1971_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG1971+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DG1971
 DG1971  HISTORY     - Date     Condition        Report By
 DG1971  HISTORY     - 1934     MONUMENTED       USGS
 DG1971  HISTORY     - 1948     GOOD             NGS
 DG1971  HISTORY     - 1989     POOR             USPSQD
 DG1971  HISTORY     - 20030308 GOOD             JCLS
 DG1971  HISTORY     - 20040901 GOOD             JCLS
 DG1971
 DG1971                          STATION DESCRIPTION
 DG1971
 DG1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1971'AT ANNISTON.
 DG1971'AT ANNISTON, AT THE INTERSECTION OF LEIGHTON AVENUE AND 16TH
 DG1971'STREET, SET IN THE TOP OF THE NORTH END OF THE CONCRETE BANISTER
 DG1971'OF A BRIDGE OVER SNOW CREEK, 18 FEET WEST OF THE WEST CURB LINE
 DG1971'OF LEIGHTON AVENUE, 6 FEET SOUTH OF THE SOUTH CURB LINE OF 16TH
 DG1971'STREET, 3 FEET SOUTH OF THE NORTH END OF THE BANISTER AND ABOUT
 DG1971'3 FEET ABOVE THE SIDE WALK.  NOTE-- TO REACH FROM POST OFFICE GO
 DG1971'ABOUT 0.2 MILE EAST ALONG 12TH STREET, THENCE ABOUT 0.35 MILE
 DG1971'NORTH ALONG STATE HIGHWAY 11 TO 16TH STREET, THENCE 1 BLOCK EAST
 DG1971'TO LEIGHTON AVENUE.
 DG1971
 DG1971                          STATION RECOVERY (1989)
 DG1971
 DG1971'RECOVERY NOTE BY US POWER SQUADRON 1989 (LRF)
 DG1971'MARK RECOVERED IN POOR CONDITION.
 DG1971
 DG1971                          STATION RECOVERY (2003)
 DG1971
 DG1971'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DG1971'RECOVERED IN GOOD CONDITION.
 DG1971
 DG1971                          STATION RECOVERY (2004)
 DG1971
 DG1971'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DG1971'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG2066 ***********************************************************************
 EG2066  DESIGNATION -  39 1
 EG2066  PID         -  EG2066
 EG2066  STATE/COUNTY-  AL/LAUDERDALE
 EG2066  USGS QUAD   -  WATERLOO (1953)
 EG2066
 EG2066                         *CURRENT SURVEY CONTROL
 EG2066  ___________________________________________________________________
 EG2066* NAD 83(1992)-  34 58 31.68187(N)    088 00 38.05222(W)     ADJUSTED  
 EG2066* NAVD 88     -       242.1    (meters)     794.     (feet)  VERTCON   
 EG2066  ___________________________________________________________________
 EG2066  X           -     181,635.211 (meters)                     COMP
 EG2066  Y           -  -5,229,009.675 (meters)                     COMP
 EG2066  Z           -   3,635,760.172 (meters)                     COMP
 EG2066  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 EG2066  ELLIP HEIGHT-         214.69  (meters)          (07/29/02) GPS OBS
 EG2066  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EG2066
 EG2066  HORZ ORDER  -  FIRST
 EG2066  ELLP ORDER  -  FOURTH    CLASS I
 EG2066
 EG2066.The horizontal coordinates were established by GPS observations
 EG2066.and adjusted by the National Geodetic Survey in December 1992..
 EG2066
 EG2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG2066
 EG2066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EG2066
 EG2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2066
 EG2066.The ellipsoidal height was determined by GPS observations
 EG2066.and is referenced to NAD 83.
 EG2066
 EG2066.The geoid height was determined by GEOID03.
 EG2066
 EG2066;                    North         East     Units Scale Factor Converg.
 EG2066;SPC AL W     -   551,840.112   553,379.982   MT  0.99996011   -0 17 33.6
 EG2066;SPC TN       -    73,132.213   416,405.914   MT  1.00005978   -1 10 37.4
 EG2066;SPC TN       -   239,934.60  1,366,158.40   sFT  1.00005978   -1 10 37.4
 EG2066;UTM  16      - 3,870,788.823   407,754.641   MT  0.99970487   -0 34 45.6
 EG2066
 EG2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2066!SPC AL W     -   0.99996630  x   0.99996011  =   0.99992641
 EG2066!SPC TN       -   0.99996630  x   1.00005978  =   1.00002608
 EG2066!UTM  16      -   0.99996630  x   0.99970487  =   0.99967118
 EG2066
 EG2066                          SUPERSEDED SURVEY CONTROL
 EG2066
 EG2066  ELLIP H (12/04/92)  214.75   (m)                       GP(       ) 4 1
 EG2066  NAD 83(1992)-  34 58 31.68951(N)    088 00 38.05112(W) AD(       ) 1
 EG2066  NGVD 29 (12/04/92)  242.1    (m)          794.     (f) GPS OBS        
 EG2066
 EG2066.Superseded values are not recommended for survey control.
 EG2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2066.See file dsdata.txt to determine how the superseded data were derived.
 EG2066
 EG2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0775570789(NAD 83)
 EG2066_MARKER: DD = SURVEY DISK
 EG2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2066_SP_SET: CONCRETE POST
 EG2066_STAMPING: 39 - 1 1990
 EG2066_MARK LOGO: ALHD  
 EG2066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EG2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG2066+STABILITY: SURFACE MOTION
 EG2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG2066+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EG2066
 EG2066  HISTORY     - Date     Condition        Report By
 EG2066  HISTORY     - 1990     MONUMENTED       ALHD
 EG2066
 EG2066                          STATION DESCRIPTION
 EG2066
 EG2066'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EG2066'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON PROPERTY OWNED BY
 EG2066'CHAMPION PAPER COMPANY OF COURTLAND.
 EG2066'TO REACH THE STATION FROM THE JUNCTION OF LAUDERDALE COUNTY ROAD NO. 1
 EG2066'AND LAUDERDALE COUNTY ROAD NO. 14 IN THE EAST SIDE OF WATERLOO, DRIVE
 EG2066'NORTH ON LAUDERDALE COUNTY ROAD NO. 1 5.63 KM (3.50 MI) TO LAUDERDALE
 EG2066'COUNTY ROAD NO. 90 ON THE LEFT, TURN LEFT ON LAUDERDALE COUNTY ROAD
 EG2066'NO. 90 AND DRIVE WEST 0.64 KM (0.40 MI) TO A GRAVEL ROAD ON THE
 EG2066'RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH 4.18 KM
 EG2066'(2.60 MI) TO A Y INTERSECTION, TAKE THE RIGHT FORK AND DRIVE EASTERLY
 EG2066'UP THE RIDGE 0.64 KM (0.40 MI) TO A T INTERSECTION ON TOP OF THE
 EG2066'RIDGE, TURN RIGHT AND DRIVE SOUTHERLY 1.21 KM (0.75 MI) TO THE
 EG2066'STATION ON THE LEFT.
 EG2066'THE STATION IS 28.5 M (93.5 FT) SOUTH OF THE CENTER OF THE GRAVEL
 EG2066'ROAD, 0.71 M (2.33 FT) SOUTH - SOUTHWEST OF A CARSONITE WITNESS POST,
 EG2066'AND SET FLUSH WITH THE GROUND.
 EG2066'STATION TICER 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1767 ***********************************************************************
 EF1767  DESIGNATION -  39 10
 EF1767  PID         -  EF1767
 EF1767  STATE/COUNTY-  AL/LAUDERDALE
 EF1767  USGS QUAD   -  CENTER HILL (1988)
 EF1767
 EF1767                         *CURRENT SURVEY CONTROL
 EF1767  ___________________________________________________________________
 EF1767* NAD 83(1992)-  34 59 55.66450(N)    087 26 44.55379(W)     ADJUSTED  
 EF1767* NAVD 88     -       240.5    (meters)     789.     (feet)  VERTCON   
 EF1767  ___________________________________________________________________
 EF1767  X           -     233,110.475 (meters)                     COMP
 EF1767  Y           -  -5,225,480.954 (meters)                     COMP
 EF1767  Z           -   3,637,879.621 (meters)                     COMP
 EF1767  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 EF1767  ELLIP HEIGHT-         212.98  (meters)          (07/29/02) GPS OBS
 EF1767  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EF1767
 EF1767  HORZ ORDER  -  FIRST
 EF1767  ELLP ORDER  -  FOURTH    CLASS I
 EF1767
 EF1767.The horizontal coordinates were established by GPS observations
 EF1767.and adjusted by the National Geodetic Survey in December 1992..
 EF1767
 EF1767.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1767
 EF1767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1767
 EF1767.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1767
 EF1767.The ellipsoidal height was determined by GPS observations
 EF1767.and is referenced to NAD 83.
 EF1767
 EF1767.The geoid height was determined by GEOID03.
 EF1767
 EF1767;                    North         East     Units Scale Factor Converg.
 EF1767;SPC AL W     -   554,310.288   604,955.833   MT  0.99993364   +0 01 52.1
 EF1767;SPC TN       -    74,809.343   468,019.599   MT  1.00005382   -0 50 47.0
 EF1767;SPC TN       -   245,436.99  1,535,494.30   sFT  1.00005382   -0 50 47.0
 EF1767;UTM  16      - 3,873,000.248   459,327.544   MT  0.99962039   -0 15 20.3
 EF1767
 EF1767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1767!SPC AL W     -   0.99996657  x   0.99993364  =   0.99990021
 EF1767!SPC TN       -   0.99996657  x   1.00005382  =   1.00002039
 EF1767!UTM  16      -   0.99996657  x   0.99962039  =   0.99958697
 EF1767
 EF1767:                Primary Azimuth Mark                     Grid Az
 EF1767:SPC AL W     -  SPRINGER                                 271 13 20.0
 EF1767:SPC TN       -  SPRINGER                                 272 05 59.1
 EF1767:UTM  16      -  SPRINGER                                 271 30 32.4
 EF1767
 EF1767|---------------------------------------------------------------------|
 EF1767| PID    Reference Object                     Distance      Geod. Az  |
 EF1767|                                                           dddmmss.s |
 EF1767| EF1500 SPRINGER                            419.123 METERS 2711512.1 |
 EF1767|---------------------------------------------------------------------|
 EF1767
 EF1767                          SUPERSEDED SURVEY CONTROL
 EF1767
 EF1767  ELLIP H (12/04/92)  213.05   (m)                       GP(       ) 4 1
 EF1767  NAD 83(1992)-  34 59 55.66860(N)    087 26 44.55100(W) AD(       ) 1
 EF1767  NGVD 29 (12/04/92)  240.5    (m)          789.     (f) GPS OBS        
 EF1767
 EF1767.Superseded values are not recommended for survey control.
 EF1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1767.See file dsdata.txt to determine how the superseded data were derived.
 EF1767
 EF1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5932873000(NAD 83)
 EF1767_MARKER: DD = SURVEY DISK
 EF1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1767_SP_SET: CONCRETE POST
 EF1767_STAMPING: 39-10 1991
 EF1767_MARK LOGO: ALHD  
 EF1767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1767+STABILITY: SURFACE MOTION
 EF1767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1767+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 EF1767
 EF1767  HISTORY     - Date     Condition        Report By
 EF1767  HISTORY     - 1991     MONUMENTED       ALHD
 EF1767  HISTORY     - 19920205 GOOD
 EF1767
 EF1767                          STATION DESCRIPTION
 EF1767
 EF1767'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1767'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTH RIGHT OF WAY
 EF1767'OF LAUDERDALE COUNTY ROAD NO. 30, ABOUT 4.65 MI (7.48 KM) NORTHWEST
 EF1767'OF LEXINGTON AND ABOUT 19.10 MI (30.74 KM) NORTHEAST OF FLORENCE.
 EF1767'TO REACH THE STATION FROM THE JUNCTION OF ALA 64 AND ALA 101 (MILE
 EF1767'POST 10.25 ON ALA 64 AND MILE POST 37.15 ON ALA 101) AT A CAUTION
 EF1767'LIGHT IN LEXINGTON, DRIVE WEST ON ALA 64 FOR 0.30 MI (0.48 KM) TO
 EF1767'MILE POST 9.95 AND LAUDERDALE COUNTY ROAD NO. 48 ON THE RIGHT, TURN
 EF1767'RIGHT ON LAUDERDALE COUNTY ROAD NO. 48 AND DRIVE NORTHWEST FOR 0.10
 EF1767'MI (0.16 KM) TO LAUDERDALE COUNTY ROAD NO. 48 RIGHT AND LAUDERDALE
 EF1767'COUNTY ROAD NO. 136 AHEAD, CONTINUE NORTHWEST AND NORTH ON LAUDERDALE
 EF1767'COUNTY ROAD NO. 136 FOR 1.20 MI (1.93 KM) TO LAUDERDALE COUNTY ROAD
 EF1767'136 LEFT, TURN LEFT ON LAUDERDALE COUNTY ROAD NO. 136 AND DRIVE WEST
 EF1767'FOR 2.00 MI (3.22 KM) TO LAUDERDALE COUNTY ROAD NO. 48 ON THE RIGHT
 EF1767'AND LAUDERDALE COUNTY ROAD NO. 136 LEFT, TURN LEFT ON LAUDERDALE
 EF1767'COUNTY ROAD NO. 136 AND DRIVE WEST FOR 0.65 MI (1.05 KM) TO A PAVED
 EF1767'COUNTY ROAD LEFT AND LAUDERDALE COUNTY ROAD NO. 136 RIGHT, TURN RIGHT
 EF1767'ON LAUDERDALE COUNTY ROAD NO. 136 AND DRIVE WEST FOR 0.85 MI
 EF1767'(1.37 KM) TO A PAVED COUNTY ROAD RIGHT, TURN RIGHT ON THE PAVED
 EF1767'COUNTY ROAD AND DRIVE NORTHWEST FOR 0.55 MI (0.89 KM) TO LAUDERDALE
 EF1767'COUNTY ROAD NO. 39 LEFT AND RIGHT, TURN RIGHT ON LAUDERDALE COUNTY
 EF1767'ROAD NO. 39 AND DRIVE NORTHWEST AND THEN EAST FOR 1.15 MI (1.85 KM)
 EF1767'TO THE STATION ON THE RIGHT.
 EF1767'THE STATION IS 3.0 FT (0.9 M) NORTH OF A HOGWIRE FENCE WITH ONE STRAND
 EF1767'OF BARBED WIRE ON OLD WOOD POSTS, 4.6 FT (1.4 M) NORTHEAST OF A CROSS
 EF1767'TIE FENCE CORNER POST, 18.0 FT (5.5 M) SOUTH OF THE CENTER OF
 EF1767'LAUDERDALE COUNTY ROAD NO. 39, 28.0 FT (8.5 M) EAST OF THE CENTER OF
 EF1767'A GRAVEL DRIVEWAY, 41.1 FT (12.5 M) SOUTH-SOUTHEAST OF TELEPHONE
 EF1767'CABLE PEDESTAL NO. P 137 1/2 E 24 E 24 ACROSS THE ROAD, 85.2 FT
 EF1767'(26.0 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. SS ACROSS THE
 EF1767'ROAD, 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1767'WITH THE GROUND.
 EF1767'TRIANGULATION STATION SPRINGER 1934 MAY BE USED AS AN AZIMUTH FOR THIS
 EF1767'STATION.
 EF1767
 EF1767                          STATION RECOVERY (1992)
 EF1767
 EF1767'RECOVERED 1992
 EF1767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1768 ***********************************************************************
 EF1768  DESIGNATION -  39 11
 EF1768  PID         -  EF1768
 EF1768  STATE/COUNTY-  AL/LAUDERDALE
 EF1768  USGS QUAD   -  LEXINGTON (1972)
 EF1768
 EF1768                         *CURRENT SURVEY CONTROL
 EF1768  ___________________________________________________________________
 EF1768* NAD 83(1992)-  34 56 52.98662(N)    087 21 23.30073(W)     ADJUSTED  
 EF1768* NAVD 88     -       233.9    (meters)     767.     (feet)  VERTCON   
 EF1768  ___________________________________________________________________
 EF1768  X           -     241,397.352 (meters)                     COMP
 EF1768  Y           -  -5,228,329.728 (meters)                     COMP
 EF1768  Z           -   3,633,262.807 (meters)                     COMP
 EF1768  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 EF1768  ELLIP HEIGHT-         206.48  (meters)          (07/29/02) GPS OBS
 EF1768  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EF1768
 EF1768  HORZ ORDER  -  FIRST
 EF1768  ELLP ORDER  -  FOURTH    CLASS I
 EF1768
 EF1768.The horizontal coordinates were established by GPS observations
 EF1768.and adjusted by the National Geodetic Survey in December 1992..
 EF1768
 EF1768.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1768
 EF1768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1768
 EF1768.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1768
 EF1768.The ellipsoidal height was determined by GPS observations
 EF1768.and is referenced to NAD 83.
 EF1768
 EF1768.The geoid height was determined by GEOID03.
 EF1768
 EF1768;                    North         East     Units Scale Factor Converg.
 EF1768;SPC AL W     -   548,689.195   613,109.776   MT  0.99993545   +0 04 56.0
 EF1768;SPC TN       -    69,063.389   476,087.572   MT  1.00006700   -0 47 38.9
 EF1768;SPC TN       -   226,585.47  1,561,963.98   sFT  1.00006700   -0 47 38.9
 EF1768;UTM  16      - 3,867,340.238   467,450.684   MT  0.99961306   -0 12 15.1
 EF1768
 EF1768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1768!SPC AL W     -   0.99996759  x   0.99993545  =   0.99990304
 EF1768!SPC TN       -   0.99996759  x   1.00006700  =   1.00003459
 EF1768!UTM  16      -   0.99996759  x   0.99961306  =   0.99958066
 EF1768
 EF1768:                Primary Azimuth Mark                     Grid Az
 EF1768:SPC AL W     -  SHELTON                                  320 43 57.3
 EF1768:SPC TN       -  SHELTON                                  321 36 32.2
 EF1768:UTM  16      -  SHELTON                                  321 01 08.4
 EF1768
 EF1768|---------------------------------------------------------------------|
 EF1768| PID    Reference Object                     Distance      Geod. Az  |
 EF1768|                                                           dddmmss.s |
 EF1768| EF1496 SHELTON                             462.541 METERS 3204853.3 |
 EF1768|---------------------------------------------------------------------|
 EF1768
 EF1768                          SUPERSEDED SURVEY CONTROL
 EF1768
 EF1768  ELLIP H (12/04/92)  206.55   (m)                       GP(       ) 4 1
 EF1768  NAD 83(1992)-  34 56 52.99068(N)    087 21 23.29781(W) AD(       ) 1
 EF1768  NGVD 29 (12/04/92)  233.9    (m)          767.     (f) GPS OBS        
 EF1768
 EF1768.Superseded values are not recommended for survey control.
 EF1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1768.See file dsdata.txt to determine how the superseded data were derived.
 EF1768
 EF1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6745167340(NAD 83)
 EF1768_MARKER: DD = SURVEY DISK
 EF1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1768_SP_SET: CONCRETE POST
 EF1768_STAMPING: 39-11 1991
 EF1768_MARK LOGO: ALHD  
 EF1768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1768+STABILITY: SURFACE MOTION
 EF1768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1768+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 EF1768
 EF1768  HISTORY     - Date     Condition        Report By
 EF1768  HISTORY     - 1991     MONUMENTED       ALHD
 EF1768  HISTORY     - 19920130 GOOD
 EF1768
 EF1768                          STATION DESCRIPTION
 EF1768
 EF1768'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1768'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE WEST RIGHT OF WAY
 EF1768'OF LAUDERDALE COUNTY ROAD NO. 51, ABOUT 1.65 MI (2.66 KM)
 EF1768'SOUTH-SOUTHEAST OF LEXINGTON AND ABOUT 9.25 MI (14.89 KM)
 EF1768'NORTH-NORTHWEST OF ROGERSVILLE.
 EF1768'TO REACH THE STATION FROM THE JUNCTION OF ALA 64 AND ALA 101 (MILE
 EF1768'POST 37.15 ON ALA 101 AND MILE POST 10.25 ON ALA 64) AT A CAUTION
 EF1768'LIGHT IN LEXINGTON, DRIVE SOUTH ON ALA 101 FOR 0.30 MI (0.48 KM) TO
 EF1768'MILE POST 36.85 AND LAUDERDALE COUNTY ROAD NO. 51 ON THE LEFT, BEAR
 EF1768'LEFT ON LAUDERDALE COUNTY ROAD NO. 51 AND DRIVE SOUTHEAST FOR 1.65 MI
 EF1768'(2.66 KM) TO THE STATION ON THE RIGHT.
 EF1768'THE STATION IS 3.0 FT (0.9 M) EAST-NORTHEAST OF A FIVE STRAND BARBED
 EF1768'WIRE FENCE ON WHITE TOP GREEN STEEL POSTS, 3.8 FT (1.2 M)
 EF1768'NORTH-NORTHEAST OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE
 EF1768'FENCE LINE, 3.9 FT (1.2 M) SOUTHEAST OF THE NORTH ONE OF TWO
 EF1768'CONNECTED WOOD POSTS IN THE FENCE LINE, 27.0 FT (8.2 M)
 EF1768'WEST-SOUTHWEST OF THE CENTER OF LAUDERDALE COUNTY ROAD NO. 51, 113.3
 EF1768'FT (34.5 M) NORTH OF A TELEPHONE CABLE PEDESTAL AND A CABLE POLE, 2.5
 EF1768'FT (0.8 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1768'WITH THE GROUND.
 EF1768'TRIANGULATION STATION SHELTON 1934 MAY BE USED AS AN AZIMUTH FOR THIS
 EF1768'STATION.
 EF1768
 EF1768                          STATION RECOVERY (1992)
 EF1768
 EF1768'RECOVERED 1992
 EF1768'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1769 ***********************************************************************
 EF1769  DESIGNATION -  39 12
 EF1769  PID         -  EF1769
 EF1769  STATE/COUNTY-  AL/LAUDERDALE
 EF1769  USGS QUAD   -  BLACKBURN (1988)
 EF1769
 EF1769                         *CURRENT SURVEY CONTROL
 EF1769  ___________________________________________________________________
 EF1769* NAD 83(1992)-  34 54 26.46494(N)    087 40 11.18830(W)     ADJUSTED  
 EF1769* NAVD 88     -       194.60   (meters)     638.5    (feet)  N HEIGHT  
 EF1769  ___________________________________________________________________
 EF1769  X           -     212,908.383 (meters)                     COMP
 EF1769  Y           -  -5,232,122.536 (meters)                     COMP
 EF1769  Z           -   3,629,538.266 (meters)                     COMP
 EF1769  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 EF1769  ELLIP HEIGHT-         167.24  (meters)          (06/19/02) GPS OBS
 EF1769  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EF1769  DYNAMIC HT  -         194.42  (meters)     637.9   (feet)  COMP
 EF1769  MODELED GRAV-     979,673.2   (mgal)                       NAVD 88
 EF1769
 EF1769  HORZ ORDER  -  B
 EF1769  VERT ORDER  -  THIRD
 EF1769  ELLP ORDER  -  FOURTH    CLASS I
 EF1769
 EF1769.The horizontal coordinates were established by GPS observations
 EF1769.and adjusted by the National Geodetic Survey in September 1992..
 EF1769
 EF1769.The orthometric height was determined by differential leveling
 EF1769.and adjusted by the National Geodetic Survey in July 1998..
 EF1769.The height was determined by precise leveling from only one NSRS
 EF1769.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EF1769.allowed ONLY to validate the GPS-derived height.
 EF1769
 EF1769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1769
 EF1769.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1769
 EF1769.The ellipsoidal height was determined by GPS observations
 EF1769.and is referenced to NAD 83.
 EF1769
 EF1769.The geoid height was determined by GEOID03.
 EF1769
 EF1769.The dynamic height is computed by dividing the NAVD 88
 EF1769.geopotential number by the normal gravity value computed on the
 EF1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1769.degrees latitude (g = 980.6199 gals.).
 EF1769
 EF1769.The modeled gravity was interpolated from observed gravity values.
 EF1769
 EF1769;                    North         East     Units Scale Factor Converg.
 EF1769;SPC AL W     -   544,177.964   584,485.172   MT  0.99993630   -0 05 49.8
 EF1769;UTM  16      - 3,862,973.424   438,812.672   MT  0.99964614   -0 22 59.8
 EF1769
 EF1769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1769!SPC AL W     -   0.99997375  x   0.99993630  =   0.99991005
 EF1769!UTM  16      -   0.99997375  x   0.99964614  =   0.99961990
 EF1769
 EF1769:                Primary Azimuth Mark                     Grid Az
 EF1769:SPC AL W     -  39 13                                    359 20 19.3
 EF1769:UTM  16      -  39 13                                    359 37 29.3
 EF1769
 EF1769|---------------------------------------------------------------------|
 EF1769| PID    Reference Object                     Distance      Geod. Az  |
 EF1769|                                                           dddmmss.s |
 EF1769| EF1770 39 13                               APPROX. 0.5 KM 3591429.5 |
 EF1769|---------------------------------------------------------------------|
 EF1769
 EF1769                          SUPERSEDED SURVEY CONTROL
 EF1769
 EF1769  ELLIP H (09/01/92)  167.30   (m)                       GP(       ) 1 2
 EF1769  NAD 83(1992)-  34 54 26.47154(N)    087 40 11.18467(W) AD(       ) 1
 EF1769  NAVD 88 (08/31/99)  194.60   (m)          638.5    (f) LEVELING    3  
 EF1769  NGVD 29 (??/??/??)  194.56   (m)          638.3    (f) N HEIGHT    3  
 EF1769
 EF1769.Superseded values are not recommended for survey control.
 EF1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1769.See file dsdata.txt to determine how the superseded data were derived.
 EF1769
 EF1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3881362973(NAD 83)
 EF1769_MARKER: DD = SURVEY DISK
 EF1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1769_SP_SET: CONCRETE POST
 EF1769_STAMPING: 39-12 1991
 EF1769_MARK LOGO: ALHD  
 EF1769_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1769+STABILITY: SURFACE MOTION
 EF1769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1769+SATELLITE: SATELLITE OBSERVATIONS - October 10, 2003
 EF1769
 EF1769  HISTORY     - Date     Condition        Report By
 EF1769  HISTORY     - 1991     MONUMENTED       ALHD
 EF1769  HISTORY     - 19911119 GOOD             ALHD
 EF1769  HISTORY     - 19920114 GOOD             NGS
 EF1769  HISTORY     - 19941117 GOOD             ALHD
 EF1769  HISTORY     - 19980112 GOOD             NGS
 EF1769  HISTORY     - 20031010 POOR             TNDT
 EF1769  HISTORY     - 20040324 POOR             ALHD
 EF1769
 EF1769                          STATION DESCRIPTION
 EF1769
 EF1769'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1769'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE EAST RIGHT OF WAY
 EF1769'OF ALA 17, ABOUT 3.50 MI (5.63 KM) NORTHWEST OF ST FLORAIN AND ABOUT
 EF1769'7.45 MI (11.99 KM) NORTH OF FLORENCE.
 EF1769'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 NORTH AND ALA 133 BY
 EF1769'PASS (MILE POST 335.75 ON ALA 17 AND MILE POST 12.90 ON ALA 133) IN
 EF1769'NORTH FLORENCE, DRIVE NORTH ON ALA 17 FOR 4.75 MI (7.64 KM) TO MILE
 EF1769'POST 340.75 AND THE STATION ON THE RIGHT.
 EF1769'THE STATION IS 29.6 FT (9.0 M) EAST OF THE CENTERLINE OF ALA 17, 40.0
 EF1769'FT (12.2 M) EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF ALA 17
 EF1769'AND A PAVED DRIVEWAY LEADING WEST, 50.0 FT (15.2 M) SOUTHEAST OF THE
 EF1769'JUNCTION OF ALA 17 AND A GRAVEL DRIVEWAY LEADING WEST, 72.7 FT
 EF1769'(22.2 M) SOUTHEAST OF THE NORTH END OF A 15-INCH CONCRETE PIPE UNDER
 EF1769'TWO DRIVEWAYS ACROSS ALA 17, 85.2 FT (26.0 M) SOUTHEAST OF TELEPHONE
 EF1769'CABLE POLE NO. 85 1/2 ACROSS ALA 17, 1.7 FT (0.5 M) WEST OF A
 EF1769'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1769'STATION 39-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1769
 EF1769                          STATION RECOVERY (1991)
 EF1769
 EF1769'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991 (JLD)
 EF1769'RECOVERED AS DESCRIBED.
 EF1769
 EF1769                          STATION RECOVERY (1992)
 EF1769
 EF1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EF1769'THE STATION IS LOCATED ABOUT 5.63 KM (3.50 MI) NORTHWEST OF ST FLORAIN
 EF1769'AND 11.99 KM (7.45 MI) NORTH OF FLORENCE, ON THE EAST RIGHT-OF-WAY OF
 EF1769'STATE HIGHWAY 17.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS.
 EF1769'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 17 AND 133
 EF1769'(BY-PASS) IN NORTH FLORENCE, GO NORTH ON STATE HIGHWAY 17 FOR 7.64 KM
 EF1769'(4.75 MI) TO MILE POST 340.75 AND THE STATION ON THE RIGHT.
 EF1769'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 EF1769'GROUND AND IS LOCATED 26.0 M (85.3 FT) SOUTHEAST OF TELEPHONE CABLE
 EF1769'POLE NO. 85 1/2 ACROSS HIGHWAY, 22.2 M (72.8 FT) SOUTHEAST OF A
 EF1769'15-INCH CONCRETE PIPE CULVERT UNDER DRIVEWAYS, 12.2 M (40.0 FT)
 EF1769'EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 EF1769'PAVED DRIVEWAY LEADING WEST, 9.0 M (29.5 FT) EAST OF THE CENTERLINE
 EF1769'OF THE HIGHWAY AND 0.5 M (1.6 FT) WEST OF A FIBERGLASS WITNESS POST.
 EF1769'NOTE--STATION 39-13 MAY BE USED AS AN AZIMUTH.
 EF1769
 EF1769                          STATION RECOVERY (1994)
 EF1769
 EF1769'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 EF1769'THE STATION IS LOCATED ABOUT 5.63 KM (3.50 MI) NORTHWEST OF ST FLORAIN
 EF1769'AND 11.99 KM (7.45 MI) NORTH OF FLORENCE, ON THE EAST RIGHT-OF-WAY OF
 EF1769'STATE HIGHWAY 17.  OWNERSHIP--ALABAMA DEPARTMENT OF TRANSPORTATION.
 EF1769' 
 EF1769'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 17 AND 133
 EF1769'(BY-PASS) IN NORTH FLORENCE, GO NORTH ON STATE HIGHWAY 17 FOR 7.64 KM
 EF1769'(4.75 MI) TO MILE POST 340.75 AND THE STATION ON THE RIGHT.
 EF1769' 
 EF1769'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 EF1769'GROUND AND IS LOCATED 26.0 M (85.3 FT) SOUTHEAST OF TELEPHONE CABLE
 EF1769'POLE NO. 85 1/2 ACROSS HIGHWAY, 22.2 M (72.8 FT) SOUTHEAST OF A
 EF1769'15-INCH CONCRETE PIPE CULVERT UNDER DRIVEWAYS, 12.2 M (40.0 FT)
 EF1769'EAST-SOUTHEAST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A
 EF1769'PAVED DRIVEWAY LEADING WEST, 9.0 M (29.5 FT) EAST OF THE CENTERLINE OF
 EF1769'THE HIGHWAY AND 0.5 M (1.6 FT) WEST OF A FIBERGLASS WITNESS POST.
 EF1769' 
 EF1769'NOTE--STATION 39-13 MAY BE USED AS AN AZIMUTH.
 EF1769
 EF1769                          STATION RECOVERY (1998)
 EF1769
 EF1769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 EF1769'THE STATION IS LOCATED ABOUT 11.99 KM (7.45 MI) NORTH OF FLORENCE,
 EF1769'5.63 KM (3.50 MI) NORTHWEST OF ST FLORAIN, ON THE EAST RIGHT-OF-WAY OF
 EF1769'STATE HIGHWAY 17, IN LINE WITH A NORTH-SOUTH LINE OF UTILITY POLES,
 EF1769'EAST-SOUTHEAST ACROSS HIGHWAY FROM A DUAL DRIVEWAY (ASPHALT AND
 EF1769'GRAVEL), AT A CAMPER PARKING AREA.  OWNERSHIP--ALABAMA DEPARTMENT OF
 EF1769'TRANSPORTATION, 1409 COLISEUM BOULEVARD, MONTGOMERY AL 36130-3050.
 EF1769'CONTACT MR. DON SPILLARS, PHONE 334-242-6614 OR FAX 334-269-0826.  TO
 EF1769'REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 17 AND 133
 EF1769'BY-PASS IN NORTH FLORENCE, GO NORTH FOR 7.27 KM (4.50 MI) ON HIGHWAY
 EF1769'17 TO THE STATION ON THE RIGHT.  STATION IS 38.6 M (126.6 FT)
 EF1769'NORTH-NORTHEAST FROM A STATE KM 547 SIGN, 25.9 M (85.0 FT) SOUTHEAST
 EF1769'AND ACROSS HIGHWAY FROM UTILITY POLE NUMBER 85 1/2, 16.0 M (52.5 FT)
 EF1769'EAST-SOUTHEAST AND ACROSS HIGHWAY FROM THE SOUTH CENTER END OF A
 EF1769'CONCRETE PIPE CULVERT UNDER THE DUAL DRIVEWAYS, 9.2 M (30.2 FT)
 EF1769'SOUTH-SOUTHEAST OF A WITNESS POST AND A 2-INCH METAL GUARD PIPE AT THE
 EF1769'SOUTH END OF A ROW OF 3 MAILBOXES, ABOUT 0.2 M (0.7 FT) ABOVE THE
 EF1769'HIGHWAY LEVEL AND FLUSH WITH GROUND.
 EF1769
 EF1769                          STATION RECOVERY (2003)
 EF1769
 EF1769'RECOVERY NOTE BY TN DEPT OF TRANSP 2003
 EF1769'RECOVERED AS DESCRIBED.
 EF1769
 EF1769                          STATION RECOVERY (2004)
 EF1769
 EF1769'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1769'MARK HAS BEEN MOVED SLIGHTLY BY AN AUTOMOBILE AFTER AN ACCIDENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1770 ***********************************************************************
 EF1770  DESIGNATION -  39 13
 EF1770  PID         -  EF1770
 EF1770  STATE/COUNTY-  AL/LAUDERDALE
 EF1770  USGS QUAD   -  BLACKBURN (1988)
 EF1770
 EF1770                         *CURRENT SURVEY CONTROL
 EF1770  ___________________________________________________________________
 EF1770* NAD 83(1992)-  34 54 43.02389(N)    087 40 11.45442(W)     ADJUSTED  
 EF1770* NAVD 88     -       188.2    (meters)     617.     (feet)  GPS OBS   
 EF1770  ___________________________________________________________________
 EF1770  X           -     212,889.547 (meters)                     COMP
 EF1770  Y           -  -5,231,825.796 (meters)                     COMP
 EF1770  Z           -   3,629,953.095 (meters)                     COMP
 EF1770  LAPLACE CORR-           1.01  (seconds)                    DEFLEC99
 EF1770  ELLIP HEIGHT-         160.87  (meters)          (08/29/05) GPS OBS
 EF1770  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EF1770
 EF1770  HORZ ORDER  -  A
 EF1770  ELLP ORDER  -  FOURTH    CLASS I
 EF1770
 EF1770.The horizontal coordinates were established by GPS observations
 EF1770.and adjusted by the National Geodetic Survey in August 2005..
 EF1770
 EF1770.The orthometric height was determined by GPS observations and a
 EF1770.high-resolution geoid model.
 EF1770
 EF1770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1770
 EF1770.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1770
 EF1770.The ellipsoidal height was determined by GPS observations
 EF1770.and is referenced to NAD 83.
 EF1770
 EF1770.The geoid height was determined by GEOID03.
 EF1770
 EF1770;                    North         East     Units Scale Factor Converg.
 EF1770;SPC AL W     -   544,688.229   584,479.282   MT  0.99993630   -0 05 49.9
 EF1770;UTM  16      - 3,863,483.564   438,809.332   MT  0.99964615   -0 23 00.2
 EF1770
 EF1770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1770!SPC AL W     -   0.99997475  x   0.99993630  =   0.99991105
 EF1770!UTM  16      -   0.99997475  x   0.99964615  =   0.99962091
 EF1770
 EF1770:                Primary Azimuth Mark                     Grid Az
 EF1770:SPC AL W     -  39 12                                    179 20 19.3
 EF1770:UTM  16      -  39 12                                    179 37 29.6
 EF1770
 EF1770|---------------------------------------------------------------------|
 EF1770| PID    Reference Object                     Distance      Geod. Az  |
 EF1770|                                                           dddmmss.s |
 EF1770| EF1769 39 12                               APPROX. 0.5 KM 1791429.4 |
 EF1770|---------------------------------------------------------------------|
 EF1770
 EF1770                          SUPERSEDED SURVEY CONTROL
 EF1770
 EF1770  ELLIP H (07/29/02)  160.85   (m)                       GP(       ) 4 1
 EF1770  NAD 83(1992)-  34 54 43.02389(N)    087 40 11.45391(W) AD(       ) 1
 EF1770  ELLIP H (12/04/92)  160.91   (m)                       GP(       ) 4 1
 EF1770  NAD 83(1992)-  34 54 43.03050(N)    087 40 11.45028(W) AD(       ) 1
 EF1770  NGVD 29 (12/04/92)  188.2    (m)          617.     (f) GPS OBS        
 EF1770
 EF1770.Superseded values are not recommended for survey control.
 EF1770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1770.See file dsdata.txt to determine how the superseded data were derived.
 EF1770
 EF1770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3880963484(NAD 83)
 EF1770_MARKER: DD = SURVEY DISK
 EF1770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1770_SP_SET: CONCRETE POST
 EF1770_STAMPING: 39-13 1991
 EF1770_MARK LOGO: ALHD  
 EF1770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1770+STABILITY: SURFACE MOTION
 EF1770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1770+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 EF1770
 EF1770  HISTORY     - Date     Condition        Report By
 EF1770  HISTORY     - 1991     MONUMENTED       ALHD
 EF1770  HISTORY     - 19920212 GOOD
 EF1770  HISTORY     - 20040324 GOOD             ALHD
 EF1770  HISTORY     - 20040624 GOOD             ALDOT
 EF1770
 EF1770                          STATION DESCRIPTION
 EF1770
 EF1770'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1770'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE WEST RIGHT OF WAY
 EF1770'OF ALA 17, ABOUT 3.75 MI (6.03 KM) NORTHWEST OF ST FLORAIN AND ABOUT
 EF1770'7.75 MI (12.47 KM) NORTH OF FLORENCE.
 EF1770'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 NORTH AND ALA 133 BY
 EF1770'PASS (MILE POST 335.75 ON ALA 17 AND MILE POST 12.90 ON ALA 133) IN
 EF1770'NORTH FLORENCE, DRIVE NORTH ON ALA 17 FOR 5.05 MI (8.13 KM) TO MILE
 EF1770'POST 341.05 AND THE STATION ON THE LEFT.
 EF1770'THE STATION IS LOCATED IN FRONT OF TOWNSLEY GEN. MDSE, 20.5 FT
 EF1770'(6.2 M) EAST OF THE EAST EDGE OF A PAVED PARKING LOT, 27.8 FT
 EF1770'(8.5 M) WEST OF THE CENTERLINE OF ALA 17, 44.6 FT (13.6 M) SOUTH OF
 EF1770'THE SOUTH END OF AN 18-INCH CONCRETE PIPE UNDER THE NORTH DRIVEWAY,
 EF1770'66.2 FT (20.2 M) NORTH OF THE METAL POST OF AN EXXON SIGN, 78.8 FT
 EF1770'(24.0 M) NORTHEAST OF THE NORTHEAST CORNER OF THE EAST PUMP ISLAND,
 EF1770'87.0 FT (26.5 M) NORTH OF TELEPHONE CABLE POLE NO. 89 1/2, AND SET
 EF1770'FLUSH WITH THE GROUND.
 EF1770'STATION 39-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1770
 EF1770                          STATION RECOVERY (1992)
 EF1770
 EF1770'RECOVERED 1992
 EF1770'RECOVERED IN GOOD CONDITION.
 EF1770
 EF1770                          STATION RECOVERY (2004)
 EF1770
 EF1770'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1770'RECOVERED IN GOOD CONDITION.
 EF1770
 EF1770                          STATION RECOVERY (2004)
 EF1770
 EF1770'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JC)
 EF1770'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7773 ***********************************************************************
 AA7773  DESIGNATION -  39 14
 AA7773  PID         -  AA7773
 AA7773  STATE/COUNTY-  AL/LAUDERDALE
 AA7773  USGS QUAD   -  ROGERSVILLE (1974)
 AA7773
 AA7773                         *CURRENT SURVEY CONTROL
 AA7773  ___________________________________________________________________
 AA7773* NAD 83(1992)-  34 48 00.51460(N)    087 16 22.44135(W)     ADJUSTED  
 AA7773* NAVD 88     -       199.5    (meters)     655.     (feet)  VERTCON   
 AA7773  ___________________________________________________________________
 AA7773  X           -     249,468.250 (meters)                     COMP
 AA7773  Y           -  -5,237,315.986 (meters)                     COMP
 AA7773  Z           -   3,619,781.065 (meters)                     COMP
 AA7773  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 AA7773  ELLIP HEIGHT-         172.50  (meters)          (07/29/02) GPS OBS
 AA7773  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AA7773
 AA7773  HORZ ORDER  -  FIRST
 AA7773  ELLP ORDER  -  FOURTH    CLASS I
 AA7773
 AA7773.The horizontal coordinates were established by GPS observations
 AA7773.and adjusted by the National Geodetic Survey in August 1995..
 AA7773
 AA7773.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7773
 AA7773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7773
 AA7773.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7773
 AA7773.The ellipsoidal height was determined by GPS observations
 AA7773.and is referenced to NAD 83.
 AA7773
 AA7773.The geoid height was determined by GEOID03.
 AA7773
 AA7773;                    North         East     Units Scale Factor Converg.
 AA7773;SPC AL W     -   532,295.629   620,780.424   MT  0.99993865   +0 07 46.6
 AA7773;UTM  16      - 3,850,913.971   475,036.959   MT  0.99960768   -0 09 20.7
 AA7773
 AA7773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7773!SPC AL W     -   0.99997292  x   0.99993865  =   0.99991157
 AA7773!UTM  16      -   0.99997292  x   0.99960768  =   0.99958061
 AA7773
 AA7773                          SUPERSEDED SURVEY CONTROL
 AA7773
 AA7773  ELLIP H (10/10/95)  172.56   (m)                       GP(       ) 4 2
 AA7773  NGVD 29 (08/31/95)  199.4    (m)          654.     (f) GPS OBS        
 AA7773
 AA7773.Superseded values are not recommended for survey control.
 AA7773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7773.See file dsdata.txt to determine how the superseded data were derived.
 AA7773
 AA7773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7503750914(NAD 83)
 AA7773_MARKER: DD = SURVEY DISK
 AA7773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7773_STAMPING: 39-14 1994
 AA7773_MARK LOGO: ALHD  
 AA7773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7773+STABILITY: SURFACE MOTION
 AA7773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7773+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7773
 AA7773  HISTORY     - Date     Condition        Report By
 AA7773  HISTORY     - 1994     MONUMENTED       ALHD
 AA7773
 AA7773                          STATION DESCRIPTION
 AA7773
 AA7773'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7773'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE EAST RIGHT OF WAY
 AA7773'OF LAUDERDALE COUNTY ROAD NO. 77, ABOUT 2.10 MI (3.38 KM) SOUTHEAST OF
 AA7773'ROGERSVILLE AND ABOUT 8.35 MI (13.44 KM) SOUTH OF ANDERSON.
 AA7773' 
 AA7773'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 207 (MILE
 AA7773'POST 56.30 ON U.S. 72 AND MILE POST 0.00 ON ALA 207) AT A TRAFFIC
 AA7773'LIGHT IN ROGERSVILLE, DRIVE EAST ON U.S. 72 FOR 1.25 MI (2.01 KM) TO
 AA7773'MILE POST 57.55 AND LAUDERDALE COUNTY ROAD NO. 77 (HOOIE LANE) ON THE
 AA7773'RIGHT, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 77 AND DRIVE SOUTH FOR
 AA7773'1.30 MI (2.09 KM) TO THE STATION ON THE LEFT.
 AA7773' 
 AA7773'THE STATION IS 26.6 FT (8.1 M) EAST OF THE CENTER OF LAUDERDALE COUNTY
 AA7773'ROAD NO. 77 (HOOIE LANE), 40.2 FT (12.3 M) EAST OF A BRICK MAIL BOX
 AA7773'SUPPORT ACROSS THE ROAD, 60.0 FT (18.3 M) EAST-NORTHEAST OF THE CENTER
 AA7773'OF A PLASTIC WATER METER BOX ACROSS THE ROAD, 81.0 FT (24.7 M)
 AA7773'SOUTHEAST OF TRANSFORMER POWER AND CABLE POLE NO. 17 ACROSS THE ROAD,
 AA7773'2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7773'THE GROUND.
 AA7773' 
 AA7773'STATION 39-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7774 ***********************************************************************
 AA7774  DESIGNATION -  39 15
 AA7774  PID         -  AA7774
 AA7774  STATE/COUNTY-  AL/LAUDERDALE
 AA7774  USGS QUAD   -  ROGERSVILLE (1974)
 AA7774
 AA7774                         *CURRENT SURVEY CONTROL
 AA7774  ___________________________________________________________________
 AA7774* NAD 83(1992)-  34 48 21.85280(N)    087 16 22.49729(W)     ADJUSTED  
 AA7774* NAVD 88     -       196.7    (meters)     645.     (feet)  VERTCON   
 AA7774  ___________________________________________________________________
 AA7774  X           -     249,448.864 (meters)                     COMP
 AA7774  Y           -  -5,236,938.884 (meters)                     COMP
 AA7774  Z           -   3,620,319.422 (meters)                     COMP
 AA7774  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AA7774  ELLIP HEIGHT-         169.72  (meters)          (07/29/02) GPS OBS
 AA7774  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AA7774
 AA7774  HORZ ORDER  -  FIRST
 AA7774  ELLP ORDER  -  FOURTH    CLASS I
 AA7774
 AA7774.The horizontal coordinates were established by GPS observations
 AA7774.and adjusted by the National Geodetic Survey in August 1995..
 AA7774
 AA7774.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7774
 AA7774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7774
 AA7774.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7774
 AA7774.The ellipsoidal height was determined by GPS observations
 AA7774.and is referenced to NAD 83.
 AA7774
 AA7774.The geoid height was determined by GEOID03.
 AA7774
 AA7774;                    North         East     Units Scale Factor Converg.
 AA7774;SPC AL W     -   532,953.138   620,777.515   MT  0.99993865   +0 07 46.6
 AA7774;UTM  16      - 3,851,571.269   475,037.324   MT  0.99960768   -0 09 20.8
 AA7774
 AA7774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7774!SPC AL W     -   0.99997336  x   0.99993865  =   0.99991201
 AA7774!UTM  16      -   0.99997336  x   0.99960768  =   0.99958105
 AA7774
 AA7774                          SUPERSEDED SURVEY CONTROL
 AA7774
 AA7774  ELLIP H (10/10/95)  169.78   (m)                       GP(       ) 4 2
 AA7774  NGVD 29 (08/31/95)  196.7    (m)          645.     (f) GPS OBS        
 AA7774
 AA7774.Superseded values are not recommended for survey control.
 AA7774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7774.See file dsdata.txt to determine how the superseded data were derived.
 AA7774
 AA7774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7503751571(NAD 83)
 AA7774_MARKER: DD = SURVEY DISK
 AA7774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7774_STAMPING: 39-15 1994
 AA7774_MARK LOGO: ALHD  
 AA7774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7774+STABILITY: SURFACE MOTION
 AA7774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7774+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7774
 AA7774  HISTORY     - Date     Condition        Report By
 AA7774  HISTORY     - 1994     MONUMENTED       ALHD
 AA7774
 AA7774                          STATION DESCRIPTION
 AA7774
 AA7774'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7774'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE WEST RIGHT OF WAY
 AA7774'OF LAUDERDALE COUNTY ROAD NO. 77, ABOUT 1.70 MI (2.74 KM) SOUTHEAST OF
 AA7774'ROGERSVILLE AND ABOUT 7.90 MI (12.71 KM) SOUTH OF ANDERSON.
 AA7774' 
 AA7774'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 207 (MILE
 AA7774'POST 56.30 ON U.S. 72 AND MILE POST 0.00 ON ALA 207) AT A TRAFFIC
 AA7774'LIGHT IN ROGERSVILLE, DRIVE EAST ON U.S. 72 FOR 1.25 MI (2.01 KM) TO
 AA7774'MILE POST 57.55 AND LAUDERDALE COUNTY ROAD NO. 77 (HOOIE LANE) ON THE
 AA7774'RIGHT, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 77 AND DRIVE SOUTH FOR
 AA7774'0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT.
 AA7774' 
 AA7774'THE STATION IS 24.0 FT (7.3 M) WEST OF THE CENTER OF LAUDERDALE COUNTY
 AA7774'ROAD NO. 77 (HOOIE LANE), 102.2 FT (31.2 M) NORTH OF POWER AND CABLE
 AA7774'POLE NO. 12, 105.8 FT (32.2 M) SOUTH OF POWER AND CABLE POLE NO. 11
 AA7774'1/2, 128.8 FT (39.3 M) NORTHWEST OF A POWER POLE ACROSS THE ROAD,
 AA7774'145.0 FT (44.2 M) NORTH-NORTHWEST OF A GRAPHIC STOP SIGN AHEAD SIGN,
 AA7774'2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7774'THE GROUND.
 AA7774' 
 AA7774'STATION 39-14 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7775 ***********************************************************************
 AA7775  DESIGNATION -  39 16
 AA7775  PID         -  AA7775
 AA7775  STATE/COUNTY-  AL/LAUDERDALE
 AA7775  USGS QUAD   -  LEXINGTON (1972)
 AA7775
 AA7775                         *CURRENT SURVEY CONTROL
 AA7775  ___________________________________________________________________
 AA7775* NAD 83(1992)-  34 52 50.29785(N)    087 16 57.52561(W)     ADJUSTED  
 AA7775* NAVD 88     -       223.2    (meters)     732.     (feet)  VERTCON   
 AA7775  ___________________________________________________________________
 AA7775  X           -     248,336.461 (meters)                     COMP
 AA7775  Y           -  -5,232,281.619 (meters)                     COMP
 AA7775  Z           -   3,627,123.970 (meters)                     COMP
 AA7775  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AA7775  ELLIP HEIGHT-         196.05  (meters)          (07/29/02) GPS OBS
 AA7775  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AA7775
 AA7775  HORZ ORDER  -  FIRST
 AA7775  ELLP ORDER  -  FOURTH    CLASS I
 AA7775
 AA7775.The horizontal coordinates were established by GPS observations
 AA7775.and adjusted by the National Geodetic Survey in August 1995..
 AA7775
 AA7775.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7775
 AA7775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7775
 AA7775.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7775
 AA7775.The ellipsoidal height was determined by GPS observations
 AA7775.and is referenced to NAD 83.
 AA7775
 AA7775.The geoid height was determined by GEOID03.
 AA7775
 AA7775;                    North         East     Units Scale Factor Converg.
 AA7775;SPC AL W     -   541,223.048   619,869.311   MT  0.99993820   +0 07 27.5
 AA7775;UTM  16      - 3,859,842.869   474,170.651   MT  0.99960822   -0 09 41.9
 AA7775
 AA7775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7775!SPC AL W     -   0.99996923  x   0.99993820  =   0.99990743
 AA7775!UTM  16      -   0.99996923  x   0.99960822  =   0.99957746
 AA7775
 AA7775:                Primary Azimuth Mark                     Grid Az
 AA7775:SPC AL W     -  39 17                                    007 08 17.6
 AA7775:UTM  16      -  39 17                                    007 25 27.0
 AA7775
 AA7775|---------------------------------------------------------------------|
 AA7775| PID    Reference Object                     Distance      Geod. Az  |
 AA7775|                                                           dddmmss.s |
 AA7775| AA7776 39 17                               432.379 METERS 0071545.1 |
 AA7775|---------------------------------------------------------------------|
 AA7775
 AA7775                          SUPERSEDED SURVEY CONTROL
 AA7775
 AA7775  ELLIP H (10/10/95)  196.11   (m)                       GP(       ) 4 2
 AA7775  NGVD 29 (08/31/95)  223.2    (m)          732.     (f) GPS OBS        
 AA7775
 AA7775.Superseded values are not recommended for survey control.
 AA7775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7775.See file dsdata.txt to determine how the superseded data were derived.
 AA7775
 AA7775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7417159843(NAD 83)
 AA7775_MARKER: DD = SURVEY DISK
 AA7775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7775_STAMPING: 39-16 1994
 AA7775_MARK LOGO: ALHD  
 AA7775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7775+STABILITY: SURFACE MOTION
 AA7775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7775+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7775
 AA7775  HISTORY     - Date     Condition        Report By
 AA7775  HISTORY     - 1994     MONUMENTED       ALHD
 AA7775
 AA7775                          STATION DESCRIPTION
 AA7775
 AA7775'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7775'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE WEST RIGHT OF WAY
 AA7775'OF ALA 207, ABOUT 2.90 MI (4.67 KM) SOUTH OF ANDERSON AND ABOUT 3.90
 AA7775'MI (6.28 KM) NORTH OF ROGERSVILLE.
 AA7775' 
 AA7775'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 207 (MILE
 AA7775'POST 0.00 ON ALA 207 AND MILE POST 56.30 ON U.S. 72) AT A TRAFFIC
 AA7775'LIGHT IN ROGERSVILLE, DRIVE NORTH ON ALA 207 FOR 4.05 MI (6.52 KM) TO
 AA7775'MILE POST 4.05 AND THE STATION ON THE LEFT.
 AA7775' 
 AA7775'THE STATION IS 30.3 FT (9.2 M) WEST OF THE CENTERLINE OF ALA 207,
 AA7775'117.9 FT (35.9 M) SOUTH OF POWER AND CABLE POLE NO. 60, 149.3 FT (45.5
 AA7775'M) NORTH OF POWER AND CABLE POLE NO. 59, 149.6 FT (45.6 M) NORTH OF A
 AA7775'YELLOW CARSONITE GAS LINE MARKER, 2.3 FT (0.7 M) EAST OF A CARSONITE
 AA7775'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7775' 
 AA7775'STATION 39-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7776 ***********************************************************************
 AA7776  DESIGNATION -  39 17
 AA7776  PID         -  AA7776
 AA7776  STATE/COUNTY-  AL/LAUDERDALE
 AA7776  USGS QUAD   -  LEXINGTON (1972)
 AA7776
 AA7776                         *CURRENT SURVEY CONTROL
 AA7776  ___________________________________________________________________
 AA7776* NAD 83(1992)-  34 53 04.21618(N)    087 16 55.37310(W)     ADJUSTED  
 AA7776* NAVD 88     -       227.1    (meters)     745.     (feet)  VERTCON   
 AA7776  ___________________________________________________________________
 AA7776  X           -     248,379.580 (meters)                     COMP
 AA7776  Y           -  -5,232,037.133 (meters)                     COMP
 AA7776  Z           -   3,627,478.012 (meters)                     COMP
 AA7776  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AA7776  ELLIP HEIGHT-         199.87  (meters)          (07/29/02) GPS OBS
 AA7776  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AA7776
 AA7776  HORZ ORDER  -  FIRST
 AA7776  ELLP ORDER  -  FOURTH    CLASS I
 AA7776
 AA7776.The horizontal coordinates were established by GPS observations
 AA7776.and adjusted by the National Geodetic Survey in August 1995..
 AA7776
 AA7776.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7776
 AA7776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7776
 AA7776.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7776
 AA7776.The ellipsoidal height was determined by GPS observations
 AA7776.and is referenced to NAD 83.
 AA7776
 AA7776.The geoid height was determined by GEOID03.
 AA7776
 AA7776;                    North         East     Units Scale Factor Converg.
 AA7776;SPC AL W     -   541,652.049   619,923.036   MT  0.99993822   +0 07 28.7
 AA7776;UTM  16      - 3,860,271.455   474,226.498   MT  0.99960819   -0 09 40.7
 AA7776
 AA7776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7776!SPC AL W     -   0.99996863  x   0.99993822  =   0.99990685
 AA7776!UTM  16      -   0.99996863  x   0.99960819  =   0.99957683
 AA7776
 AA7776:                Primary Azimuth Mark                     Grid Az
 AA7776:SPC AL W     -  39 16                                    187 08 17.6
 AA7776:UTM  16      -  39 16                                    187 25 27.0
 AA7776
 AA7776|---------------------------------------------------------------------|
 AA7776| PID    Reference Object                     Distance      Geod. Az  |
 AA7776|                                                           dddmmss.s |
 AA7776| AA7775 39 16                               432.379 METERS 1871546.3 |
 AA7776|---------------------------------------------------------------------|
 AA7776
 AA7776                          SUPERSEDED SURVEY CONTROL
 AA7776
 AA7776  ELLIP H (10/10/95)  199.93   (m)                       GP(       ) 4 2
 AA7776  NGVD 29 (08/31/95)  227.0    (m)          745.     (f) GPS OBS        
 AA7776
 AA7776.Superseded values are not recommended for survey control.
 AA7776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7776.See file dsdata.txt to determine how the superseded data were derived.
 AA7776
 AA7776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7422660271(NAD 83)
 AA7776_MARKER: DD = SURVEY DISK
 AA7776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7776_STAMPING: 39-17 1994
 AA7776_MARK LOGO: ALHD  
 AA7776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7776+STABILITY: SURFACE MOTION
 AA7776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7776+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7776
 AA7776  HISTORY     - Date     Condition        Report By
 AA7776  HISTORY     - 1994     MONUMENTED       ALHD
 AA7776
 AA7776                          STATION DESCRIPTION
 AA7776
 AA7776'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7776'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE EAST RIGHT OF WAY
 AA7776'OF ALA 207, ABOUT 2.55 MI (4.10 KM) SOUTH OF ANDERSON AND ABOUT 4.20
 AA7776'MI (6.76 KM) NORTH OF ROGERSVILLE.
 AA7776' 
 AA7776'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 207 (MILE
 AA7776'POST 0.00 ON ALA 207 AND MILE POST 56.30 ON U.S. 72) AT A TRAFFIC
 AA7776'LIGHT IN ROGERSVILLE, DRIVE NORTH ON ALA 207 FOR 4.35 MI (7.00 KM) TO
 AA7776'MILE POST 4.35 AND THE STATION ON THE RIGHT.
 AA7776' 
 AA7776'THE STATION IS 29.9 FT (9.1 M) EAST OF THE CENTERLINE OF ALA 207,
 AA7776'114.0 FT (34.7 M) NORTHEAST OF A YELLOW CARSONITE GAS LINE MARKER
 AA7776'ACROSS THE ROAD, 202.5 NORTH OF A BURIED CABLE WARNING SIGN, 212.5 FT
 AA7776'(64.8 M) NORTH-NORTHWEST OF THE WEST POST OF A HURRICANE CHURCH SIGN,
 AA7776'216.0 FT (65.8 M) NORTH OF A HURRICANE CHURCH ROAD SIGN, 242.0 FT
 AA7776'(73.8 M) NORTH OF THE CENTER OF LAUDERDALE COUNTY ROAD NO. 64, 2.0 FT
 AA7776'(0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7776'GROUND.
 AA7776' 
 AA7776'STATION 39-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7777 ***********************************************************************
 AA7777  DESIGNATION -  39 18
 AA7777  PID         -  AA7777
 AA7777  STATE/COUNTY-  AL/LAUDERDALE
 AA7777  USGS QUAD   -  UNION HILL (1972)
 AA7777
 AA7777                         *CURRENT SURVEY CONTROL
 AA7777  ___________________________________________________________________
 AA7777* NAD 83(1992)-  34 58 39.32371(N)    087 14 03.02316(W)     ADJUSTED  
 AA7777* NAVD 88     -       248.2    (meters)     814.     (feet)  VERTCON   
 AA7777  ___________________________________________________________________
 AA7777  X           -     252,466.747 (meters)                     COMP
 AA7777  Y           -  -5,225,938.523 (meters)                     COMP
 AA7777  Z           -   3,635,956.621 (meters)                     COMP
 AA7777  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AA7777  ELLIP HEIGHT-         220.76  (meters)          (07/29/02) GPS OBS
 AA7777  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA7777
 AA7777  HORZ ORDER  -  FIRST
 AA7777  ELLP ORDER  -  FOURTH    CLASS I
 AA7777
 AA7777.The horizontal coordinates were established by GPS observations
 AA7777.and adjusted by the National Geodetic Survey in August 1995..
 AA7777
 AA7777.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7777
 AA7777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7777
 AA7777.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7777
 AA7777.The ellipsoidal height was determined by GPS observations
 AA7777.and is referenced to NAD 83.
 AA7777
 AA7777.The geoid height was determined by GEOID03.
 AA7777
 AA7777;                    North         East     Units Scale Factor Converg.
 AA7777;SPC AL W     -   551,988.799   624,271.877   MT  0.99994059   +0 09 08.6
 AA7777;UTM  16      - 3,870,582.916   478,625.472   MT  0.99960563   -0 08 03.3
 AA7777
 AA7777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7777!SPC AL W     -   0.99996535  x   0.99994059  =   0.99990594
 AA7777!UTM  16      -   0.99996535  x   0.99960563  =   0.99957099
 AA7777
 AA7777|---------------------------------------------------------------------|
 AA7777| PID    Reference Object                     Distance      Geod. Az  |
 AA7777|                                                           dddmmss.s |
 AA7777| AA7778 39 19                               363.720 METERS 08703     |
 AA7777|---------------------------------------------------------------------|
 AA7777
 AA7777                          SUPERSEDED SURVEY CONTROL
 AA7777
 AA7777  ELLIP H (10/10/95)  220.82   (m)                       GP(       ) 4 2
 AA7777  NGVD 29 (08/31/95)  248.1    (m)          814.     (f) GPS OBS        
 AA7777
 AA7777.Superseded values are not recommended for survey control.
 AA7777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7777.See file dsdata.txt to determine how the superseded data were derived.
 AA7777
 AA7777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7862570583(NAD 83)
 AA7777_MARKER: DD = SURVEY DISK
 AA7777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7777_STAMPING: 39-18 1994
 AA7777_MARK LOGO: ALHD  
 AA7777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7777+STABILITY: SURFACE MOTION
 AA7777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7777+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7777
 AA7777  HISTORY     - Date     Condition        Report By
 AA7777  HISTORY     - 1994     MONUMENTED       ALHD
 AA7777
 AA7777                          STATION DESCRIPTION
 AA7777
 AA7777'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7777'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTH RIGHT OF WAY
 AA7777'OF ALA 64, ABOUT 4.35 MI (7.00 KM) NORTH-NORTHEAST OF ANDERSON AND
 AA7777'ABOUT 7.70 MI (12.39 KM) EAST OF LEXINGTON.
 AA7777' 
 AA7777'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 207 (MILE
 AA7777'POST 0.00 ON ALA 207 AND MILE POST 56.30 ON U.S. 72) AT A TRAFFIC
 AA7777'LIGHT IN ROGERSVILLE, DRIVE NORTH ON ALA 207 FOR 12.35 MI (19.87 KM)
 AA7777'TO MILE POST 12.35 AND ALA 64 ON THE LEFT (MILE POST 18.30 ON ALA 64),
 AA7777'TURN LEFT ON ALA 64 AND DRIVE WEST FOR 0.30 MI (0.48 KM) TO MILE POST
 AA7777'18.00 AND THE STATION ON THE LEFT.
 AA7777' 
 AA7777'THE STATION IS 28.0 FT (8.5 M) SOUTHWEST OF MILE POST 18, 36.5 FT
 AA7777'(11.1 M) SOUTH OF THE CENTERLINE OF ALA 64, 100.3 FT (30.6 M)
 AA7777'SOUTHWEST OF POWER POLE NO. 35 ACROSS THE ROAD, 130.1 FT (39.7 M) EAST
 AA7777'OF TELEPHONE CABLE PEDESTAL NO. 52, 130.1 FT (39.7 M) EAST OF A
 AA7777'TELEPHONE SERVICE POLE, 134.0 FT (40.8 M) EAST OF A FENCE CORNER POST
 AA7777'WITH NO FENCE, 151.0 FT (46.0 M) EAST OF THE CENTER OF A GRAVEL
 AA7777'DRIVEWAY, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA7777'FLUSH WITH THE GROUND.
 AA7777' 
 AA7777'STATION 39-19 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7778 ***********************************************************************
 AA7778  DESIGNATION -  39 19
 AA7778  PID         -  AA7778
 AA7778  STATE/COUNTY-  AL/LAUDERDALE
 AA7778  USGS QUAD   -  UNION HILL (1972)
 AA7778
 AA7778                         *CURRENT SURVEY CONTROL
 AA7778  ___________________________________________________________________
 AA7778* NAD 83(1992)-  34 58 39.93095(N)    087 13 48.70256(W)     ADJUSTED  
 AA7778* NAVD 88     -       250.0    (meters)     820.     (feet)  VERTCON   
 AA7778  ___________________________________________________________________
 AA7778  X           -     252,829.127 (meters)                     COMP
 AA7778  Y           -  -5,225,911.740 (meters)                     COMP
 AA7778  Z           -   3,635,972.986 (meters)                     COMP
 AA7778  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA7778  ELLIP HEIGHT-         222.56  (meters)          (07/29/02) GPS OBS
 AA7778  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA7778
 AA7778  HORZ ORDER  -  FIRST
 AA7778  ELLP ORDER  -  FOURTH    CLASS I
 AA7778
 AA7778.The horizontal coordinates were established by GPS observations
 AA7778.and adjusted by the National Geodetic Survey in August 1995..
 AA7778
 AA7778.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7778
 AA7778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7778
 AA7778.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7778
 AA7778.The ellipsoidal height was determined by GPS observations
 AA7778.and is referenced to NAD 83.
 AA7778
 AA7778.The geoid height was determined by GEOID03.
 AA7778
 AA7778;                    North         East     Units Scale Factor Converg.
 AA7778;SPC AL W     -   552,008.484   624,635.042   MT  0.99994081   +0 09 16.8
 AA7778;UTM  16      - 3,870,600.778   478,988.609   MT  0.99960544   -0 07 55.1
 AA7778
 AA7778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7778!SPC AL W     -   0.99996507  x   0.99994081  =   0.99990588
 AA7778!UTM  16      -   0.99996507  x   0.99960544  =   0.99957052
 AA7778
 AA7778|---------------------------------------------------------------------|
 AA7778| PID    Reference Object                     Distance      Geod. Az  |
 AA7778|                                                           dddmmss.s |
 AA7778| AA7777 39 18                               363.720 METERS 26703     |
 AA7778|---------------------------------------------------------------------|
 AA7778
 AA7778                          SUPERSEDED SURVEY CONTROL
 AA7778
 AA7778  ELLIP H (10/10/95)  222.62   (m)                       GP(       ) 4 2
 AA7778  NGVD 29 (08/31/95)  249.9    (m)          820.     (f) GPS OBS        
 AA7778
 AA7778.Superseded values are not recommended for survey control.
 AA7778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7778.See file dsdata.txt to determine how the superseded data were derived.
 AA7778
 AA7778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7898970601(NAD 83)
 AA7778_MARKER: DD = SURVEY DISK
 AA7778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7778_STAMPING: 39-19 1994
 AA7778_MARK LOGO: ALHD  
 AA7778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7778+STABILITY: SURFACE MOTION
 AA7778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7778+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7778
 AA7778  HISTORY     - Date     Condition        Report By
 AA7778  HISTORY     - 1994     MONUMENTED       ALHD
 AA7778
 AA7778                          STATION DESCRIPTION
 AA7778
 AA7778'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7778'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE NORTH RIGHT OF WAY
 AA7778'OF ALA 64, ABOUT 4.55 MI (7.32 KM) NORTH-NORTHEAST OF ANDERSON AND
 AA7778'ABOUT 8.00 MI (12.87 KM) EAST OF LEXINGTON.
 AA7778' 
 AA7778'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 207 (MILE
 AA7778'POST 0.00 ON ALA 207 AND MILE POST 56.30 ON U.S. 72) AT A TRAFFIC
 AA7778'LIGHT IN ROGERSVILLE, DRIVE NORTH ON ALA 207 FOR 12.35 MI (19.87 KM)
 AA7778'TO MILE POST 12.35 AND ALA 64 ON THE LEFT (MILE POST 18.30 ON ALA 64),
 AA7778'TURN LEFT ON ALA 64 AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO MILE POST
 AA7778'18.20 AND THE STATION ON THE RIGHT.
 AA7778' 
 AA7778'THE STATION IS LOCATED NEAR THE CREST OF A HILL, 3.0 FT (0.9 M) SOUTH
 AA7778'OF A FOUR FOOT HOG WIRE FENCE ON RUSTY STEEL POSTS, 18.0 FT (5.5 M)
 AA7778'WEST OF A TREATED WOOD POST IN THE FENCE LINE, 53.0 FT (16.2 M) NORTH
 AA7778'OF THE CENTERLINE OF ALA 64, 117.1 FT (35.7 M) EAST OF A TELEPHONE
 AA7778'SERVICE POLE, 149.3 FT (45.5 M) EAST OF THE WEST END OF THE FENCE,
 AA7778'183.0 FT (55.8 M) WEST OF THE WEST POST OF A CHAIN LINK GATE, 2.7 FT
 AA7778'(0.8 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7778'GROUND.
 AA7778' 
 AA7778'STATION 39-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1687 ***********************************************************************
 EF1687  DESIGNATION -  39 2
 EF1687  PID         -  EF1687
 EF1687  STATE/COUNTY-  AL/LAUDERDALE
 EF1687  USGS QUAD   -  SINKING CREEK (1988)
 EF1687
 EF1687                         *CURRENT SURVEY CONTROL
 EF1687  ___________________________________________________________________
 EF1687* NAD 83(1992)-  34 51 32.31328(N)    087 47 25.05917(W)     ADJUSTED  
 EF1687* NAVD 88     -       182.3    (meters)     598.     (feet)  VERTCON   
 EF1687  ___________________________________________________________________
 EF1687  X           -     202,020.285 (meters)                     COMP
 EF1687  Y           -  -5,235,615.727 (meters)                     COMP
 EF1687  Z           -   3,625,128.688 (meters)                     COMP
 EF1687  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 EF1687  ELLIP HEIGHT-         154.90  (meters)          (07/29/02) GPS OBS
 EF1687  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EF1687
 EF1687  HORZ ORDER  -  FIRST
 EF1687  ELLP ORDER  -  FOURTH    CLASS I
 EF1687
 EF1687.The horizontal coordinates were established by GPS observations
 EF1687.and adjusted by the National Geodetic Survey in December 1992..
 EF1687
 EF1687.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1687
 EF1687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1687
 EF1687.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1687
 EF1687.The ellipsoidal height was determined by GPS observations
 EF1687.and is referenced to NAD 83.
 EF1687
 EF1687.The geoid height was determined by GEOID03.
 EF1687
 EF1687;                    North         East     Units Scale Factor Converg.
 EF1687;SPC AL W     -   538,836.904   573,455.917   MT  0.99994201   -0 09 57.3
 EF1687;UTM  16      - 3,857,688.979   427,760.036   MT  0.99966432   -0 27 06.2
 EF1687
 EF1687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1687!SPC AL W     -   0.99997569  x   0.99994201  =   0.99991770
 EF1687!UTM  16      -   0.99997569  x   0.99966432  =   0.99964001
 EF1687
 EF1687|---------------------------------------------------------------------|
 EF1687| PID    Reference Object                     Distance      Geod. Az  |
 EF1687|                                                           dddmmss.s |
 EF1687| EF1688 39 3                                339.794 METERS 09340     |
 EF1687|---------------------------------------------------------------------|
 EF1687
 EF1687                          SUPERSEDED SURVEY CONTROL
 EF1687
 EF1687  ELLIP H (12/04/92)  154.96   (m)                       GP(       ) 4 1
 EF1687  NAD 83(1992)-  34 51 32.32032(N)    087 47 25.05690(W) AD(       ) 1
 EF1687  NGVD 29 (12/04/92)  182.2    (m)          598.     (f) GPS OBS        
 EF1687
 EF1687.Superseded values are not recommended for survey control.
 EF1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1687.See file dsdata.txt to determine how the superseded data were derived.
 EF1687
 EF1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2776057689(NAD 83)
 EF1687_MARKER: DD = SURVEY DISK
 EF1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1687_SP_SET: CONCRETE POST
 EF1687_STAMPING: 39-2 1990
 EF1687_MARK LOGO: ALHD  
 EF1687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1687+STABILITY: SURFACE MOTION
 EF1687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1687+SATELLITE: SATELLITE OBSERVATIONS - February 12, 1992
 EF1687
 EF1687  HISTORY     - Date     Condition        Report By
 EF1687  HISTORY     - 1990     MONUMENTED       ALHD
 EF1687  HISTORY     - 19910725 GOOD             ALHD
 EF1687  HISTORY     - 19920212 GOOD
 EF1687
 EF1687                          STATION DESCRIPTION
 EF1687
 EF1687'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1687'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE NORTH RIGHT OF WAY
 EF1687'OF LAUDERDALE COUNTY ROAD NO. 16, ABOUT 12.39 KM (7.70 MI) NORTHWEST
 EF1687'OF TUSCUMBIA AND ABOUT 25.75 KM (16.00 MI) EAST - SOUTHEAST OF
 EF1687'WATERLOO.
 EF1687'TO REACH THE STATION FROM THE JUNCTION OF ALA 20 AND LAUDERDALE COUNTY
 EF1687'ROAD NO. 16, MILE POST 14.25 ON ALA 20, DRIVE WEST ON COUNTY ROAD 16
 EF1687'2.66 KM (1.65 MI) TO THE STATION ON THE RIGHT.
 EF1687'THE STATION IS 1.83 M (6.00 FT) SOUTH OF A HOGWIRE AND BARBED WIRE
 EF1687'FENCE ON OLD WOOD POSTS, 10.97 M (35.99 FT) NORTH OF THE CENTER OF
 EF1687'COUNTY ROAD 16, 22.98 M (75.39 FT) WEST - NORTHWEST OF THE WEST END
 EF1687'OF A 15 INCH CONCRETE PIPE UNDER A DRIVEWAY, 23.01 WEST - SOUTHWEST
 EF1687'OF A FENCE CORNER, 27.13 M (89.01 FT) WEST OF THE ENTRANCE ROAD TO A
 EF1687'POWER SUB - STATION, 34.75 M (114.01 FT) WEST OF A POWER POLE AT THE
 EF1687'SOUTHWEST CORNER OF THE EAST LAUD. POWER SUB - STATION, 39.62 M
 EF1687'(129.99 FT) EAST OF A POWER POLE AT AN OFFSET IN THE RIGHT OF WAY
 EF1687'FENCE, 1.76 M (5.77 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET
 EF1687'FLUSH WITH THE GROUND.
 EF1687'STATION 39 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1687
 EF1687                          STATION RECOVERY (1991)
 EF1687
 EF1687'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1687'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE NORTH RIGHT OF WAY
 EF1687'OF LAUDERDALE COUNTY ROAD NO. 16, ABOUT 12.39 KM (7.70 MI) NORTHWEST
 EF1687'OF TUSCUMBIA AND ABOUT 25.75 KM (16.00 MI) EAST-SOUTHEAST OF
 EF1687'WATERLOO.
 EF1687'TO REACH THE STATION FROM THE JUNCTION OF ALA 20 AND LAUDERDALE COUNTY
 EF1687'ROAD NO. 16, MILE POST 14.25 ON ALA 20, DRIVE WEST ON COUNTY ROAD 16
 EF1687'FOR 2.66 KM (1.65 MI) TO THE STATION ON THE RIGHT.
 EF1687'THE STATION IS 1.83 M (6.00 FT) SOUTH OF A HOGWIRE AND BARBED WIRE
 EF1687'FENCE ON OLD WOOD POSTS, 10.97 M (35.99 FT) NORTH OF THE CENTER OF
 EF1687'COUNTY ROAD 16, 22.98 M (75.39 FT) WEST-NORTHWEST OF THE WEST END OF
 EF1687'A 15-INCH CONCRETE PIPE UNDER A DRIVEWAY, 23.01 WEST-SOUTHWEST OF A
 EF1687'FENCE CORNER, 27.13 M (89.01 FT) WEST OF THE ENTRANCE ROAD TO A POWER
 EF1687'SUB-STATION, 34.75 M (114.01 FT) WEST OF A POWER POLE AT THE
 EF1687'SOUTHWEST CORNER OF THE EAST LAUD. POWER SUB-STATION, 39.62 M
 EF1687'(129.99 FT) EAST OF A POWER POLE AT AN OFFSET IN THE RIGHT OF WAY
 EF1687'FENCE, 1.76 M (5.77 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET
 EF1687'FLUSH WITH THE GROUND.
 EF1687'STATION 39-3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1687
 EF1687                          STATION RECOVERY (1992)
 EF1687
 EF1687'RECOVERED 1992
 EF1687'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7779 ***********************************************************************
 AA7779  DESIGNATION -  39 20
 AA7779  PID         -  AA7779
 AA7779  STATE/COUNTY-  AL/LAUDERDALE
 AA7779  USGS QUAD   -  WHEELER DAM (1988)
 AA7779
 AA7779                         *CURRENT SURVEY CONTROL
 AA7779  ___________________________________________________________________
 AA7779* NAD 83(1992)-  34 52 15.17513(N)    087 22 35.10667(W)     ADJUSTED  
 AA7779* NAVD 88     -       207.0    (meters)     679.     (feet)  VERTCON   
 AA7779  ___________________________________________________________________
 AA7779  X           -     239,800.496 (meters)                     COMP
 AA7779  Y           -  -5,233,286.002 (meters)                     COMP
 AA7779  Z           -   3,626,226.711 (meters)                     COMP
 AA7779  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AA7779  ELLIP HEIGHT-         179.82  (meters)          (07/29/02) GPS OBS
 AA7779  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AA7779
 AA7779  HORZ ORDER  -  FIRST
 AA7779  ELLP ORDER  -  FOURTH    CLASS I
 AA7779
 AA7779.The horizontal coordinates were established by GPS observations
 AA7779.and adjusted by the National Geodetic Survey in August 1995..
 AA7779
 AA7779.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7779
 AA7779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7779
 AA7779.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7779
 AA7779.The ellipsoidal height was determined by GPS observations
 AA7779.and is referenced to NAD 83.
 AA7779
 AA7779.The geoid height was determined by GEOID03.
 AA7779
 AA7779;                    North         East     Units Scale Factor Converg.
 AA7779;SPC AL W     -   540,126.185   611,298.470   MT  0.99993491   +0 04 14.4
 AA7779;UTM  16      - 3,858,789.130   465,597.232   MT  0.99961459   -0 12 54.8
 AA7779
 AA7779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7779!SPC AL W     -   0.99997177  x   0.99993491  =   0.99990669
 AA7779!UTM  16      -   0.99997177  x   0.99961459  =   0.99958638
 AA7779
 AA7779                          SUPERSEDED SURVEY CONTROL
 AA7779
 AA7779  ELLIP H (10/10/95)  179.88   (m)                       GP(       ) 4 2
 AA7779  NGVD 29 (08/31/95)  206.9    (m)          679.     (f) GPS OBS        
 AA7779
 AA7779.Superseded values are not recommended for survey control.
 AA7779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7779.See file dsdata.txt to determine how the superseded data were derived.
 AA7779
 AA7779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6559758789(NAD 83)
 AA7779_MARKER: DD = SURVEY DISK
 AA7779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7779_STAMPING: 39-20 1994
 AA7779_MARK LOGO: ALHD  
 AA7779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7779+STABILITY: SURFACE MOTION
 AA7779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7779+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7779
 AA7779  HISTORY     - Date     Condition        Report By
 AA7779  HISTORY     - 1994     MONUMENTED       ALHD
 AA7779
 AA7779                          STATION DESCRIPTION
 AA7779
 AA7779'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7779'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE NORTH RIGHT OF WAY
 AA7779'OF LAUDERDALE COUNTY ROAD NO. 53, ABOUT 5.65 MI (9.09 KM) NORTHWEST OF
 AA7779'ROGERSVILLE AND ABOUT 6.65 MI (10.70 KM) SOUTH OF LEXINGTON.
 AA7779' 
 AA7779'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 101 (MILE
 AA7779'POST 28.30 ON ALA 101 AND MILE POST 50.45 ON U.S. 72) AT A TRAFFIC
 AA7779'LIGHT AT ELGIN, DRIVE NORTH ON ALA 101 FOR 1.55 MI (2.49 KM) TO MILE
 AA7779'POST 29.85 AND LAUDERDALE COUNTY ROAD NO. 53 LEFT AND RIGHT, TURN
 AA7779'RIGHT ON LAUDERDALE COUNTY ROAD NO. 53 AND DRIVE EAST FOR 0.80 MI
 AA7779'(1.29 KM) TO THE STATION ON THE LEFT.
 AA7779' 
 AA7779'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 AA7779'ON WHITE TOP, GREEN STEEL POSTS, 29.3 FT (8.9 M) NORTH OF THE
 AA7779'CENTERLINE OF LAUDERDALE COUNTY ROAD NO. 53, 52.0 FT (15.8 M)
 AA7779'NORTH-NORTHWEST OF THE EAST END OF A FIFTEEN-INCH CONCRETE PIPE FOR A
 AA7779'WALKWAY ACROSS THE ROAD, 71.8 FT (21.9 M) EAST OF A TELEPHONE SREVICE
 AA7779'POLE, 72.4 FT (22.1 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 30 E 11,
 AA7779'90.0 FT (27.4 M) NORTHEAST OF A TRANSFORMER POWER AND CABLE POLE
 AA7779'ACROSS THE ROAD, 91.0 FT (27.7 M) WEST OF THE SOUTHEAST CORNER OF THE
 AA7779'FENCE, 112.0 FT (34.1 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 3.7
 AA7779'FT (1.1 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7779'GROUND.
 AA7779' 
 AA7779'STATION 39-21 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7780 ***********************************************************************
 AA7780  DESIGNATION -  39 21
 AA7780  PID         -  AA7780
 AA7780  STATE/COUNTY-  AL/LAUDERDALE
 AA7780  USGS QUAD   -  ROGERSVILLE (1974)
 AA7780
 AA7780                         *CURRENT SURVEY CONTROL
 AA7780  ___________________________________________________________________
 AA7780* NAD 83(1992)-  34 52 14.37294(N)    087 22 10.16243(W)     ADJUSTED  
 AA7780* NAVD 88     -       213.9    (meters)     702.     (feet)  VERTCON   
 AA7780  ___________________________________________________________________
 AA7780  X           -     240,434.280 (meters)                     COMP
 AA7780  Y           -  -5,233,276.738 (meters)                     COMP
 AA7780  Z           -   3,626,210.374 (meters)                     COMP
 AA7780  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AA7780  ELLIP HEIGHT-         186.72  (meters)          (07/29/02) GPS OBS
 AA7780  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AA7780
 AA7780  HORZ ORDER  -  FIRST
 AA7780  ELLP ORDER  -  FOURTH    CLASS I
 AA7780
 AA7780.The horizontal coordinates were established by GPS observations
 AA7780.and adjusted by the National Geodetic Survey in August 1995..
 AA7780
 AA7780.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7780
 AA7780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7780
 AA7780.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7780
 AA7780.The ellipsoidal height was determined by GPS observations
 AA7780.and is referenced to NAD 83.
 AA7780
 AA7780.The geoid height was determined by GEOID03.
 AA7780
 AA7780;                    North         East     Units Scale Factor Converg.
 AA7780;SPC AL W     -   540,102.269   611,931.984   MT  0.99993509   +0 04 28.6
 AA7780;UTM  16      - 3,858,762.063   466,230.416   MT  0.99961405   -0 12 40.5
 AA7780
 AA7780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7780!SPC AL W     -   0.99997069  x   0.99993509  =   0.99990578
 AA7780!UTM  16      -   0.99997069  x   0.99961405  =   0.99958475
 AA7780
 AA7780                          SUPERSEDED SURVEY CONTROL
 AA7780
 AA7780  ELLIP H (10/10/95)  186.78   (m)                       GP(       ) 4 2
 AA7780  NGVD 29 (08/31/95)  213.8    (m)          701.     (f) GPS OBS        
 AA7780
 AA7780.Superseded values are not recommended for survey control.
 AA7780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7780.See file dsdata.txt to determine how the superseded data were derived.
 AA7780
 AA7780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6623058762(NAD 83)
 AA7780_MARKER: DD = SURVEY DISK
 AA7780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7780_STAMPING: 39-21 1994
 AA7780_MARK LOGO: ALHD  
 AA7780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7780+STABILITY: SURFACE MOTION
 AA7780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7780+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7780
 AA7780  HISTORY     - Date     Condition        Report By
 AA7780  HISTORY     - 1994     MONUMENTED       ALHD
 AA7780
 AA7780                          STATION DESCRIPTION
 AA7780
 AA7780'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7780'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTH RIGHT OF WAY
 AA7780'OF LAUDERDALE COUNTY ROAD NO. 53, ABOUT 5.30 MI (8.53 KM) NORTHWEST OF
 AA7780'ROGERSVILLE AND ABOUT 6.75 MI (10.86 KM) SOUTH OF LEXINGTON.
 AA7780' 
 AA7780'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 101 (MILE
 AA7780'POST 28.30 ON ALA 101 AND MILE POST 50.45 ON U.S. 72) AT A TRAFFIC
 AA7780'LIGHT AT ELGIN, DRIVE NORTH ON ALA 101 FOR 1.55 MI (2.49 KM) TO MILE
 AA7780'POST 29.85 AND LAUDERDALE COUNTY ROAD NO. 53 LEFT AND RIGHT, TURN
 AA7780'RIGHT ON LAUDERDALE COUNTY ROAD NO. 53 AND DRIVE EAST FOR 1.20 MI
 AA7780'(1.93 KM) TO THE STATION ON THE RIGHT.
 AA7780' 
 AA7780'THE STATION IS 2.8 FT (0.9 M) NORTH OF A FIVE STRAND ELECTRIC FENCE ON
 AA7780'RUSTY STEEL POSTS, 28.2 FT (8.6 M) SOUTH OF THE CENTERLINE OF
 AA7780'LAUDERDALE COUNTY ROAD NO. 53, 64.0 FT (19.5 M) SOUTH-SOUTHWEST OF A
 AA7780'PLASTIC WATER METER BOX ACROSS THE ROAD, 72.0 FT (21.9 M) SOUTHWEST OF
 AA7780'THE WEST THREE FOOT BRICK COLUMN WEST OF A PAVED DRIVEWAY ACROSS THE
 AA7780'ROAD, 2.8 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7780'WITH THE GROUND.
 AA7780' 
 AA7780'STATION 39-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7781 ***********************************************************************
 AA7781  DESIGNATION -  39 22
 AA7781  PID         -  AA7781
 AA7781  STATE/COUNTY-  AL/LAUDERDALE
 AA7781  USGS QUAD   -  CENTER HILL (1988)
 AA7781
 AA7781                         *CURRENT SURVEY CONTROL
 AA7781  ___________________________________________________________________
 AA7781* NAD 83(1992)-  34 53 34.14895(N)    087 28 16.79188(W)     ADJUSTED  
 AA7781* NAVD 88     -       225.2    (meters)     739.     (feet)  VERTCON   
 AA7781  ___________________________________________________________________
 AA7781  X           -     231,070.290 (meters)                     COMP
 AA7781  Y           -  -5,232,300.431 (meters)                     COMP
 AA7781  Z           -   3,628,233.551 (meters)                     COMP
 AA7781  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AA7781  ELLIP HEIGHT-         197.93  (meters)          (07/29/02) GPS OBS
 AA7781  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AA7781
 AA7781  HORZ ORDER  -  FIRST
 AA7781  ELLP ORDER  -  FOURTH    CLASS I
 AA7781
 AA7781.The horizontal coordinates were established by GPS observations
 AA7781.and adjusted by the National Geodetic Survey in August 1995..
 AA7781
 AA7781.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7781
 AA7781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7781
 AA7781.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7781
 AA7781.The ellipsoidal height was determined by GPS observations
 AA7781.and is referenced to NAD 83.
 AA7781
 AA7781.The geoid height was determined by GEOID03.
 AA7781
 AA7781;                    North         East     Units Scale Factor Converg.
 AA7781;SPC AL W     -   542,553.107   602,620.367   MT  0.99993342   +0 00 59.0
 AA7781;UTM  16      - 3,861,258.552   456,934.083   MT  0.99962286   -0 16 10.7
 AA7781
 AA7781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7781!SPC AL W     -   0.99996893  x   0.99993342  =   0.99990235
 AA7781!UTM  16      -   0.99996893  x   0.99962286  =   0.99959180
 AA7781
 AA7781:                Primary Azimuth Mark                     Grid Az
 AA7781:SPC AL W     -  39 23                                    083 04 10.3
 AA7781:UTM  16      -  39 23                                    083 21 20.0
 AA7781
 AA7781|---------------------------------------------------------------------|
 AA7781| PID    Reference Object                     Distance      Geod. Az  |
 AA7781|                                                           dddmmss.s |
 AA7781| AA7782 39 23                               422.215 METERS 0830509.3 |
 AA7781|---------------------------------------------------------------------|
 AA7781
 AA7781                          SUPERSEDED SURVEY CONTROL
 AA7781
 AA7781  ELLIP H (10/10/95)  197.99   (m)                       GP(       ) 4 2
 AA7781  NGVD 29 (08/31/95)  225.1    (m)          739.     (f) GPS OBS        
 AA7781
 AA7781.Superseded values are not recommended for survey control.
 AA7781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7781.See file dsdata.txt to determine how the superseded data were derived.
 AA7781
 AA7781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5693461259(NAD 83)
 AA7781_MARKER: DD = SURVEY DISK
 AA7781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7781_STAMPING: 39-22 1994
 AA7781_MARK LOGO: ALHD  
 AA7781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7781+STABILITY: SURFACE MOTION
 AA7781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7781+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7781
 AA7781  HISTORY     - Date     Condition        Report By
 AA7781  HISTORY     - 1994     MONUMENTED       ALHD
 AA7781
 AA7781                          STATION DESCRIPTION
 AA7781
 AA7781'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7781'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTHWEST RIGHT OF
 AA7781'WAY OF LAUDERDALE COUNTY ROAD NO. 68, ABOUT 4.05 MI (6.52 KM)
 AA7781'NORTHEAST OF KILLEN AND ABOUT 7.70 MI (12.39 KM) SOUTHWEST OF
 AA7781'LEXINGTON.
 AA7781' 
 AA7781'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 101 (MILE
 AA7781'POST 50.45 ON U.S. 72 AND MILE POST 28.30 ON ALA 101) AT A TRAFFIC
 AA7781'LIGHT AT ELGIN, DRIVE WEST ON U.S. 72 FOR 5.20 MI (8.37 KM) TO MILE
 AA7781'POST 45.25 AND LAUDERDALE COUNTY ROAD NO. 31 ON THE RIGHT, TURN RIGHT
 AA7781'ON LAUDERDALE COUNTY ROAD NO. 31 AND DRIVE NORTH FOR 2.10 MI (3.38 KM)
 AA7781'TO A PAVED CROSS ROAD WITH LAUDERDALE COUNTY ROAD NO. 71 LEFT AND
 AA7781'RIGHT, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 71 AND DRIVE NORTHEAST
 AA7781'FOR 0.40 MI (0.64 KM) TO LAUDERDALE COUNTY ROAD NO. 68 ON THE RIGHT,
 AA7781'TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 68 AND DRIVE EAST FOR 0.10 MI
 AA7781'(0.16 KM) TO AN INTERSECTION WITH LAUDERDALE COUNTY ROAD NO. 68 AHEAD
 AA7781'AND RIGHT, BEAR RIGHT ON LAUDERDALE COUNTY ROAD NO. 68 AND DRIVE
 AA7781'SOUTHEAST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 AA7781' 
 AA7781'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF ANTIOCH CEMETARY,
 AA7781'25.5 FT (7.8 M) SOUTHWEST OF THE CENTER OF LAUDERDALE COUNTY ROAD NO.
 AA7781'68, 43.9 FT (13.4 M) NORTH-NORTHWEST OF A BURIED CABLE WARNING SIGN,
 AA7781'139.6 FT (42.6 M) WEST-NORTHWEST OF A BIRD HOUSE ON A POST ACROSS THE
 AA7781'ROAD, 140.7 FT (42.9 M) SOUTH-SOUTHEAST OF A POWER POLE WITH ONE GUY
 AA7781'WIRE ACROSS THE ROAD, 148.2 FT (45.2 M) WEST-NORTHWEST OF A POWER POLE
 AA7781'ACROSS THE ROAD, 184.8 FT (56.3 M) SOUTH-SOUTHEAST OF JUNCTION AND
 AA7781'TRANSFORMEER POWER POLE NO. 6637 ACROSS THE ROAD, 185.0 FT (56.4 M)
 AA7781'SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 55 E 1, 237.0 FT (72.2 M)
 AA7781'SOUTHEAST OF THE CENTER OF THE INTERSECTION OF THE TWO COUNTY ROADS,
 AA7781'2.3 FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7781'WITH THE GROUND.
 AA7781' 
 AA7781'STATION 39-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7782 ***********************************************************************
 AA7782  DESIGNATION -  39 23
 AA7782  PID         -  AA7782
 AA7782  STATE/COUNTY-  AL/LAUDERDALE
 AA7782  USGS QUAD   -  CENTER HILL (1988)
 AA7782
 AA7782                         *CURRENT SURVEY CONTROL
 AA7782  ___________________________________________________________________
 AA7782* NAD 83(1992)-  34 53 35.79798(N)    087 28 00.28407(W)     ADJUSTED  
 AA7782* NAVD 88     -       221.7    (meters)     727.     (feet)  VERTCON   
 AA7782  ___________________________________________________________________
 AA7782  X           -     231,487.632 (meters)                     COMP
 AA7782  Y           -  -5,232,250.069 (meters)                     COMP
 AA7782  Z           -   3,628,273.272 (meters)                     COMP
 AA7782  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA7782  ELLIP HEIGHT-         194.50  (meters)          (07/29/02) GPS OBS
 AA7782  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AA7782
 AA7782  HORZ ORDER  -  FIRST
 AA7782  ELLP ORDER  -  FOURTH    CLASS I
 AA7782
 AA7782.The horizontal coordinates were established by GPS observations
 AA7782.and adjusted by the National Geodetic Survey in August 1995..
 AA7782
 AA7782.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7782.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7782
 AA7782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7782
 AA7782.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7782
 AA7782.The ellipsoidal height was determined by GPS observations
 AA7782.and is referenced to NAD 83.
 AA7782
 AA7782.The geoid height was determined by GEOID03.
 AA7782
 AA7782;                    North         East     Units Scale Factor Converg.
 AA7782;SPC AL W     -   542,604.050   603,039.469   MT  0.99993345   +0 01 08.5
 AA7782;UTM  16      - 3,861,307.387   457,353.304   MT  0.99962242   -0 16 01.2
 AA7782
 AA7782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7782!SPC AL W     -   0.99996947  x   0.99993345  =   0.99990292
 AA7782!UTM  16      -   0.99996947  x   0.99962242  =   0.99959190
 AA7782
 AA7782:                Primary Azimuth Mark                     Grid Az
 AA7782:SPC AL W     -  39 22                                    263 04 10.3
 AA7782:UTM  16      -  39 22                                    263 21 20.0
 AA7782
 AA7782|---------------------------------------------------------------------|
 AA7782| PID    Reference Object                     Distance      Geod. Az  |
 AA7782|                                                           dddmmss.s |
 AA7782| AA7781 39 22                               422.215 METERS 2630518.8 |
 AA7782|---------------------------------------------------------------------|
 AA7782
 AA7782                          SUPERSEDED SURVEY CONTROL
 AA7782
 AA7782  ELLIP H (10/10/95)  194.55   (m)                       GP(       ) 4 2
 AA7782  NGVD 29 (08/31/95)  221.7    (m)          727.     (f) GPS OBS        
 AA7782
 AA7782.Superseded values are not recommended for survey control.
 AA7782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7782.See file dsdata.txt to determine how the superseded data were derived.
 AA7782
 AA7782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5735361307(NAD 83)
 AA7782_MARKER: DD = SURVEY DISK
 AA7782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7782_STAMPING: 39-23 1994
 AA7782_MARK LOGO: ALHD  
 AA7782_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7782+STABILITY: SURFACE MOTION
 AA7782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7782+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7782
 AA7782  HISTORY     - Date     Condition        Report By
 AA7782  HISTORY     - 1994     MONUMENTED       ALHD
 AA7782
 AA7782                          STATION DESCRIPTION
 AA7782
 AA7782'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7782'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTH RIGHT OF WAY
 AA7782'OF LAUDERDALE COUNTY ROAD NO. 68, ABOUT 4.30 MI (6.92 KM) NORTHEAST OF
 AA7782'KILLEN AND ABOUT 7.50 MI (12.07 KM) SOUTHWEST OF LEXINGTON.
 AA7782' 
 AA7782'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 101 (MILE
 AA7782'POST 50.45 ON U.S. 72 AND MILE POST 28.30 ON ALA 101) AT A TRAFFIC
 AA7782'LIGHT AT ELGIN, DRIVE WEST ON U.S. 72 FOR 5.20 MI (8.37 KM) TO MILE
 AA7782'POST 45.25 AND LAUDERDALE COUNTY ROAD NO. 31 ON THE RIGHT, TURN RIGHT
 AA7782'ON LAUDERDALE COUNTY ROAD NO. 31 AND DRIVE NORTH FOR 2.10 MI (3.38 KM)
 AA7782'TO A PAVED CROSS ROAD WITH LAUDERDALE COUNTY ROAD NO. 71 LEFT AND
 AA7782'RIGHT, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 71 AND DRIVE NORTHEAST
 AA7782'FOR 0.40 MI (0.64 KM) TO LAUDERDALE COUNTY ROAD NO. 68 ON THE RIGHT,
 AA7782'TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 68 AND DRIVE EAST FOR 0.10 MI
 AA7782'(0.16 KM) TO AN INTERSECTION WITH LAUDERDALE COUNTY ROAD NO. 68 AHEAD
 AA7782'AND RIGHT, CONTINUE EAST ON LAUDERDALE COUNTY ROAD NO. 68 FOR 0.30 MI
 AA7782'(0.48 KM) TO THE STATION ON THE RIGHT.
 AA7782' 
 AA7782'THE STATION IS 24.3 FT (7.4 M) SOUTH OF THE CENTER OF LAUDERDALE
 AA7782'COUNTY ROAD NO. 68, 94.6 FT (28.8 M) WEST OF A POWER POLE, 2.1 FT (0.6
 AA7782'M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7782' 
 AA7782'STATION 39-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7783 ***********************************************************************
 AA7783  DESIGNATION -  39 24
 AA7783  PID         -  AA7783
 AA7783  STATE/COUNTY-  AL/LAUDERDALE
 AA7783  USGS QUAD   -  KILLEN (1971)
 AA7783
 AA7783                         *CURRENT SURVEY CONTROL
 AA7783  ___________________________________________________________________
 AA7783* NAD 83(1992)-  34 52 25.69663(N)    087 34 07.18177(W)     ADJUSTED  
 AA7783* NAVD 88     -       173.1    (meters)     568.     (feet)  VERTCON   
 AA7783  ___________________________________________________________________
 AA7783  X           -     222,231.019 (meters)                     COMP
 AA7783  Y           -  -5,233,848.069 (meters)                     COMP
 AA7783  Z           -   3,626,473.299 (meters)                     COMP
 AA7783  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AA7783  ELLIP HEIGHT-         145.84  (meters)          (07/29/02) GPS OBS
 AA7783  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7783
 AA7783  HORZ ORDER  -  FIRST
 AA7783  ELLP ORDER  -  FOURTH    CLASS I
 AA7783
 AA7783.The horizontal coordinates were established by GPS observations
 AA7783.and adjusted by the National Geodetic Survey in August 1995..
 AA7783
 AA7783.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7783
 AA7783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7783
 AA7783.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7783
 AA7783.The ellipsoidal height was determined by GPS observations
 AA7783.and is referenced to NAD 83.
 AA7783
 AA7783.The geoid height was determined by GEOID03.
 AA7783
 AA7783;                    North         East     Units Scale Factor Converg.
 AA7783;SPC AL W     -   540,445.580   593,722.818   MT  0.99993382   -0 02 21.3
 AA7783;UTM  16      - 3,859,196.089   448,028.848   MT  0.99963329   -0 19 30.5
 AA7783
 AA7783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7783!SPC AL W     -   0.99997711  x   0.99993382  =   0.99991093
 AA7783!UTM  16      -   0.99997711  x   0.99963329  =   0.99961041
 AA7783
 AA7783|---------------------------------------------------------------------|
 AA7783| PID    Reference Object                     Distance      Geod. Az  |
 AA7783|                                                           dddmmss.s |
 AA7783| AA7784 39 25                               396.450 METERS 00225     |
 AA7783|---------------------------------------------------------------------|
 AA7783
 AA7783                          SUPERSEDED SURVEY CONTROL
 AA7783
 AA7783  ELLIP H (10/10/95)  145.90   (m)                       GP(       ) 4 2
 AA7783  NGVD 29 (08/31/95)  173.0    (m)          568.     (f) GPS OBS        
 AA7783
 AA7783.Superseded values are not recommended for survey control.
 AA7783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7783.See file dsdata.txt to determine how the superseded data were derived.
 AA7783
 AA7783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4802959196(NAD 83)
 AA7783_MARKER: DD = SURVEY DISK
 AA7783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7783_STAMPING: 39-24 1994
 AA7783_MARK LOGO: ALHD  
 AA7783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7783+STABILITY: SURFACE MOTION
 AA7783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7783+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7783
 AA7783  HISTORY     - Date     Condition        Report By
 AA7783  HISTORY     - 1994     MONUMENTED       ALHD
 AA7783
 AA7783                          STATION DESCRIPTION
 AA7783
 AA7783'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7783'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE WEST RIGHT OF WAY
 AA7783'OF A PAVED COUNTY ROAD, ABOUT 2.20 MI (3.54 KM) NORTHWEST OF KILLEN
 AA7783'AND ABOUT 2.95 MI (4.75 KM) EAST OF ST FLORIAN.
 AA7783' 
 AA7783'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72 (MILE
 AA7783'POST 40.90 ON U.S. 72 AND MILE POST 330.70 ON U.S. 43), ABOUT 8.6 MI
 AA7783'(13.8 KM) NORTHWEST OF FLORENCE, DRIVE WEST ON U.S. 72 FOR 1.90 MI
 AA7783'(3.06 KM) TO MILE POST 39.00 AND LAUDERDALE COUNTY ROAD NO. 27 ON THE
 AA7783'RIGHT, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 27 AND DRIVE NORTH AND
 AA7783'EAST FOR 2.00 MI (3.22 KM) TO AN INTERSECTION WITH LAUDERDALE COUNTY
 AA7783'ROAD NO. 27 ON THE LEFT, TURN LEFT ON LAUDERDALE COUNTY ROAD NO. 27
 AA7783'AND DRIVE NORTHEAST FOR 0.50 MI (0.80 KM) TO A PAVED COUNTY ROAD ON
 AA7783'THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 0.35
 AA7783'MI (0.56 KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE
 AA7783'PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO THE STATION
 AA7783'ON THE LEFT.
 AA7783' 
 AA7783'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 AA7783'ON WHITE TOP, RED STEEL POSTS, 20.0 FT (6.1 M) WEST OF THE CENTER OF
 AA7783'THE PAVED COUNTY ROAD, 45.7 FT (13.9 M) NORTHWEST OF POWER POLE NO. 10
 AA7783'ACROSS THE ROAD, 85.5 FT (26.1 M) NORTH OF THE NORTH ONE OF TWO
 AA7783'CONNECTED WOOD POSTS IN THE FENCE LINE, 3.3 FT (1.0 M) EAST OF A
 AA7783'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7783' 
 AA7783'STATION 39-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7784 ***********************************************************************
 AA7784  DESIGNATION -  39 25
 AA7784  PID         -  AA7784
 AA7784  STATE/COUNTY-  AL/LAUDERDALE
 AA7784  USGS QUAD   -  PRUITTON (1988)
 AA7784
 AA7784                         *CURRENT SURVEY CONTROL
 AA7784  ___________________________________________________________________
 AA7784* NAD 83(1992)-  34 52 38.55020(N)    087 34 06.52406(W)     ADJUSTED  
 AA7784* NAVD 88     -       172.9    (meters)     567.     (feet)  VERTCON   
 AA7784  ___________________________________________________________________
 AA7784  X           -     222,238.093 (meters)                     COMP
 AA7784  Y           -  -5,233,620.932 (meters)                     COMP
 AA7784  Z           -   3,626,798.167 (meters)                     COMP
 AA7784  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AA7784  ELLIP HEIGHT-         145.67  (meters)          (07/29/02) GPS OBS
 AA7784  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7784
 AA7784  HORZ ORDER  -  FIRST
 AA7784  ELLP ORDER  -  FOURTH    CLASS I
 AA7784
 AA7784.The horizontal coordinates were established by GPS observations
 AA7784.and adjusted by the National Geodetic Survey in August 1995..
 AA7784
 AA7784.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7784
 AA7784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7784
 AA7784.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7784
 AA7784.The ellipsoidal height was determined by GPS observations
 AA7784.and is referenced to NAD 83.
 AA7784
 AA7784.The geoid height was determined by GEOID03.
 AA7784
 AA7784;                    North         East     Units Scale Factor Converg.
 AA7784;SPC AL W     -   540,841.640   593,739.791   MT  0.99993382   -0 02 21.0
 AA7784;UTM  16      - 3,859,591.941   448,047.792   MT  0.99963326   -0 19 30.3
 AA7784
 AA7784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7784!SPC AL W     -   0.99997713  x   0.99993382  =   0.99991096
 AA7784!UTM  16      -   0.99997713  x   0.99963326  =   0.99961040
 AA7784
 AA7784|---------------------------------------------------------------------|
 AA7784| PID    Reference Object                     Distance      Geod. Az  |
 AA7784|                                                           dddmmss.s |
 AA7784| AA7783 39 24                               396.450 METERS 18225     |
 AA7784|---------------------------------------------------------------------|
 AA7784
 AA7784                          SUPERSEDED SURVEY CONTROL
 AA7784
 AA7784  ELLIP H (10/10/95)  145.73   (m)                       GP(       ) 4 2
 AA7784  NGVD 29 (08/31/95)  172.9    (m)          567.     (f) GPS OBS        
 AA7784
 AA7784.Superseded values are not recommended for survey control.
 AA7784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7784.See file dsdata.txt to determine how the superseded data were derived.
 AA7784
 AA7784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4804859592(NAD 83)
 AA7784_MARKER: DD = SURVEY DISK
 AA7784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7784_STAMPING: 39-25 1994
 AA7784_MARK LOGO: ALHD  
 AA7784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7784+STABILITY: SURFACE MOTION
 AA7784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7784+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7784
 AA7784  HISTORY     - Date     Condition        Report By
 AA7784  HISTORY     - 1994     MONUMENTED       ALHD
 AA7784
 AA7784                          STATION DESCRIPTION
 AA7784
 AA7784'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7784'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE EAST RIGHT OF WAY
 AA7784'OF A PAVED COUNTY ROAD, ABOUT 2.20 MI (3.54 KM) NORTHWEST OF KILLEN
 AA7784'AND ABOUT 3.05 MI (4.91 KM) EAST OF ST FLORIAN.
 AA7784' 
 AA7784'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72 (MILE
 AA7784'POST 40.90 ON U.S. 72 AND MILE POST 330.70 ON U.S. 43), ABOUT 8.6 MI
 AA7784'(13.8 KM) NORTHWEST OF FLORENCE, DRIVE WEST ON U.S. 72 FOR 1.90 MI
 AA7784'(3.06 KM) TO MILE POST 39.00 AND LAUDERDALE COUNTY ROAD NO. 27 ON THE
 AA7784'RIGHT, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 27 AND DRIVE NORTH AND
 AA7784'EAST FOR 2.00 MI (3.22 KM) TO AN INTERSECTION WITH LAUDERDALE COUNTY
 AA7784'ROAD NO. 27 ON THE LEFT, TURN LEFT ON LAUDERDALE COUNTY ROAD NO. 27
 AA7784'AND DRIVE NORTHEAST FOR 0.50 MI (0.80 KM) TO A PAVED COUNTY ROAD ON
 AA7784'THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 0.35
 AA7784'MI (0.56 KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE
 AA7784'PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.30 MI (0.48 KM) TO THE STATION
 AA7784'ON THE RIGHT.
 AA7784' 
 AA7784'THE STATION IS 1.9 FT (0.6 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 AA7784'ON TREATED WOOD POSTS, 19.7 FT (6.0 M) EAST OF THE CENTER OF A PAVED
 AA7784'COUNTY ROAD, 113.0 FT (34.4 M) SOUTH OF TRANSFORMER POWER POLE NO.
 AA7784'6208, 113.5 FT (34.6 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 28 3 2,
 AA7784'133.2 FT (40.6 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 28 3 1, 2.5 FT
 AA7784'(0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7784'GROUND.
 AA7784' 
 AA7784'STATION 39-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7785 ***********************************************************************
 AA7785  DESIGNATION -  39 26
 AA7785  PID         -  AA7785
 AA7785  STATE/COUNTY-  AL/LAUDERDALE
 AA7785  USGS QUAD   -  PRUITTON (1988)
 AA7785
 AA7785                         *CURRENT SURVEY CONTROL
 AA7785  ___________________________________________________________________
 AA7785* NAD 83(1992)-  34 56 49.16579(N)    087 33 21.93067(W)     ADJUSTED  
 AA7785* NAVD 88     -       228.0    (meters)     748.     (feet)  VERTCON   
 AA7785  ___________________________________________________________________
 AA7785  X           -     223,183.010 (meters)                     COMP
 AA7785  Y           -  -5,229,201.633 (meters)                     COMP
 AA7785  Z           -   3,633,162.946 (meters)                     COMP
 AA7785  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AA7785  ELLIP HEIGHT-         200.64  (meters)          (07/29/02) GPS OBS
 AA7785  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA7785
 AA7785  HORZ ORDER  -  FIRST
 AA7785  ELLP ORDER  -  FOURTH    CLASS I
 AA7785
 AA7785.The horizontal coordinates were established by GPS observations
 AA7785.and adjusted by the National Geodetic Survey in August 1995..
 AA7785
 AA7785.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7785
 AA7785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7785
 AA7785.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7785
 AA7785.The ellipsoidal height was determined by GPS observations
 AA7785.and is referenced to NAD 83.
 AA7785
 AA7785.The geoid height was determined by GEOID03.
 AA7785
 AA7785;                    North         East     Units Scale Factor Converg.
 AA7785;SPC AL W     -   548,563.488   594,876.519   MT  0.99993366   -0 01 55.7
 AA7785;UTM  16      - 3,867,305.690   449,222.718   MT  0.99963178   -0 19 06.8
 AA7785
 AA7785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7785!SPC AL W     -   0.99996851  x   0.99993366  =   0.99990217
 AA7785!UTM  16      -   0.99996851  x   0.99963178  =   0.99960030
 AA7785
 AA7785:                Primary Azimuth Mark                     Grid Az
 AA7785:SPC AL W     -  39 27                                    348 13 55.6
 AA7785:UTM  16      -  39 27                                    348 31 06.7
 AA7785
 AA7785|---------------------------------------------------------------------|
 AA7785| PID    Reference Object                     Distance      Geod. Az  |
 AA7785|                                                           dddmmss.s |
 AA7785| AA7786 39 27                               APPROX. 0.5 KM 3481159.9 |
 AA7785|---------------------------------------------------------------------|
 AA7785
 AA7785                          SUPERSEDED SURVEY CONTROL
 AA7785
 AA7785  ELLIP H (10/10/95)  200.70   (m)                       GP(       ) 4 2
 AA7785  NGVD 29 (08/31/95)  228.0    (m)          748.     (f) GPS OBS        
 AA7785
 AA7785.Superseded values are not recommended for survey control.
 AA7785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7785.See file dsdata.txt to determine how the superseded data were derived.
 AA7785
 AA7785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4922367306(NAD 83)
 AA7785_MARKER: DD = SURVEY DISK
 AA7785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7785_STAMPING: 39-26 1994
 AA7785_MARK LOGO: ALHD  
 AA7785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7785+STABILITY: SURFACE MOTION
 AA7785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7785+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7785
 AA7785  HISTORY     - Date     Condition        Report By
 AA7785  HISTORY     - 1994     MONUMENTED       ALHD
 AA7785
 AA7785                          STATION DESCRIPTION
 AA7785
 AA7785'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7785'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE EAST RIGHT OF WAY
 AA7785'OF LAUDERDALE COUNTY ROAD NO. 37, ABOUT 6.30 MI (10.14 KM) NORTHEAST
 AA7785'OF ST FLORIAN AND ABOUT 6.00 MI (9.66 KM) NORTH-NORTHWEST OF KILLEN.
 AA7785' 
 AA7785'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72 (MILE
 AA7785'POST 330.70 ON U.S. 43 AND MILE POST 40.90 ON U.S. 72) ABOUT 8.6 MI
 AA7785'(13.8 KM) NORTHWEST OF FLORENCE, DRIVE NORTHEAST AND NORTH ON U.S. 43
 AA7785'FOR 5.95 MI (9.58 KM) TO MILE POST 336.95, LAUDERDALE COUNTY ROAD NO.
 AA7785'34 LEFT AND LAUDERDALE COUNTY ROAD NO. 54 RIGHT, TURN LEFT ON
 AA7785'LAUDERDALE COUNTY ROAD NO. 34 AND DRIVE NORTHWEST FOR 0.80 MI (1.29
 AA7785'KM) TO A Y-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND LAUDERDALE
 AA7785'COUNTY ROAD NO. 34 RIGHT, BEAR RIGHT ON LAUDERDALE COUNTY ROAD NO. 34
 AA7785'AND DRIVE NORTHWEST FOR 1.30 MI (2.09 KM) TO LAUDERDALE COUNTY ROAD
 AA7785'NO. 37 ON THE LEFT, TURN LEFT ON LAUDERDALE COUNTY ROAD NO. 37 AND
 AA7785'DRIVE SOUTH FOR 0.30 MI (0.48 KM) TO THE STATION ON THE LEFT.
 AA7785' 
 AA7785'THE STATION IS LOCATED ON TOP OF A FIVE FOOT BACKSLOPE, 2.4 FT (0.7 M)
 AA7785'WEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON OLD WOOD
 AA7785'POSTS, 30.0 FT (9.1 M) EAST OF THE CENTER OF LAUDERDALE COUNTY ROAD
 AA7785'NO. 37, 2.6 FT (0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7785'WITH THE GROUND.
 AA7785' 
 AA7785'STATION 39-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7786 ***********************************************************************
 AA7786  DESIGNATION -  39 27
 AA7786  PID         -  AA7786
 AA7786  STATE/COUNTY-  AL/LAUDERDALE
 AA7786  USGS QUAD   -  PRUITTON (1988)
 AA7786
 AA7786                         *CURRENT SURVEY CONTROL
 AA7786  ___________________________________________________________________
 AA7786* NAD 83(1992)-  34 57 05.05265(N)    087 33 25.96170(W)     ADJUSTED  
 AA7786* NAVD 88     -       227.9    (meters)     748.     (feet)  VERTCON   
 AA7786  ___________________________________________________________________
 AA7786  X           -     223,068.859 (meters)                     COMP
 AA7786  Y           -  -5,228,925.719 (meters)                     COMP
 AA7786  Z           -   3,633,564.201 (meters)                     COMP
 AA7786  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AA7786  ELLIP HEIGHT-         200.56  (meters)          (07/29/02) GPS OBS
 AA7786  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA7786
 AA7786  HORZ ORDER  -  FIRST
 AA7786  ELLP ORDER  -  FOURTH    CLASS I
 AA7786
 AA7786.The horizontal coordinates were established by GPS observations
 AA7786.and adjusted by the National Geodetic Survey in August 1995..
 AA7786
 AA7786.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7786
 AA7786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7786
 AA7786.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7786
 AA7786.The ellipsoidal height was determined by GPS observations
 AA7786.and is referenced to NAD 83.
 AA7786
 AA7786.The geoid height was determined by GEOID03.
 AA7786
 AA7786;                    North         East     Units Scale Factor Converg.
 AA7786;SPC AL W     -   549,053.092   594,774.521   MT  0.99993367   -0 01 58.0
 AA7786;UTM  16      - 3,867,795.650   449,123.200   MT  0.99963190   -0 19 09.2
 AA7786
 AA7786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7786!SPC AL W     -   0.99996852  x   0.99993367  =   0.99990219
 AA7786!UTM  16      -   0.99996852  x   0.99963190  =   0.99960043
 AA7786
 AA7786:                Primary Azimuth Mark                     Grid Az
 AA7786:SPC AL W     -  39 26                                    168 13 55.6
 AA7786:UTM  16      -  39 26                                    168 31 06.8
 AA7786
 AA7786|---------------------------------------------------------------------|
 AA7786| PID    Reference Object                     Distance      Geod. Az  |
 AA7786|                                                           dddmmss.s |
 AA7786| AA7785 39 26                               APPROX. 0.5 KM 1681157.6 |
 AA7786|---------------------------------------------------------------------|
 AA7786
 AA7786                          SUPERSEDED SURVEY CONTROL
 AA7786
 AA7786  ELLIP H (10/10/95)  200.62   (m)                       GP(       ) 4 2
 AA7786  NGVD 29 (08/31/95)  227.9    (m)          748.     (f) GPS OBS        
 AA7786
 AA7786.Superseded values are not recommended for survey control.
 AA7786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7786.See file dsdata.txt to determine how the superseded data were derived.
 AA7786
 AA7786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4912367796(NAD 83)
 AA7786_MARKER: DD = SURVEY DISK
 AA7786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7786_STAMPING: 39-27 1994
 AA7786_MARK LOGO: ALHD  
 AA7786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7786+STABILITY: SURFACE MOTION
 AA7786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7786+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7786
 AA7786  HISTORY     - Date     Condition        Report By
 AA7786  HISTORY     - 1994     MONUMENTED       ALHD
 AA7786
 AA7786                          STATION DESCRIPTION
 AA7786
 AA7786'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7786'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE NORTHEAST RIGHT OF
 AA7786'WAY OF LAUDERDALE COUNTY ROAD NO. 34, ABOUT 6.55 MI (10.54 KM)
 AA7786'NORTHEAST OF ST FLORIAN AND ABOUT 6.35 MI (10.22 KM) NORTH-NORTHWEST
 AA7786'OF KILLEN.
 AA7786' 
 AA7786'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72 (MILE
 AA7786'POST 330.70 ON U.S. 43 AND MILE POST 40.90 ON U.S. 72) ABOUT 8.6 MI
 AA7786'(13.8 KM) NORTHWEST OF FLORENCE, DRIVE NORTHEAST AND NORTH ON U.S. 43
 AA7786'FOR 5.95 MI (9.58 KM) TO MILE POST 336.95, LAUDERDALE COUNTY ROAD NO.
 AA7786'34 LEFT AND LAUDERDALE COUNTY ROAD NO. 54 RIGHT, TURN LEFT ON
 AA7786'LAUDERDALE COUNTY ROAD NO. 34 AND DRIVE NORTHWEST FOR 0.80 MI (1.29
 AA7786'KM) TO A Y-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND LAUDERDALE
 AA7786'COUNTY ROAD NO. 34 RIGHT, BEAR RIGHT ON LAUDERDALE COUNTY ROAD NO. 34
 AA7786'AND DRIVE NORTHWEST FOR 1.30 MI (2.09 KM) TO LAUDERDALE COUNTY ROAD
 AA7786'NO. 37 ON THE LEFT AND THE STATION ON THE RIGHT.
 AA7786' 
 AA7786'THE STATION IS 3.4 FT (1.0 M) SOUTHWEST OF A HOG WIRE FENCE WITH ONE
 AA7786'STRAND OF BARBED WIRE ON OLD WOOD POSTS, 24.0 FT (7.3 M) NORTHEAST OF
 AA7786'THE CENTER OF LAUDERDALE COUNTY ROAD NO. 34, 55.7 FT (17.0 M)
 AA7786'NORTHEAST OF A JUNCTION POWER POLE ACROSS THE ROAD, 78.0 FT (23.8 M)
 AA7786'NORTH OF THE CENTER OF THE INTERSECTION OF LAUDERDALE COUNTY ROAD NO.
 AA7786'34 AND LAUDERDALE COUNTY ROAD NO. 37, 102.9 FT (31.4 M)
 AA7786'NORTH-NORTHEAST OF A POWER POOE WITH ONE GUY WIRE ACROSS THE ROAD,
 AA7786'180.9 FT (55.1 M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 22
 AA7786'ACROSS THE ROAD, 181.5 FT (55.3 M) NORTH-NORTHWEST OF JUNCTION AND
 AA7786'TRANSFORMER POWER POLE NO. 49120 WITH TWO GUY WIRES ACROSS THE ROAD,
 AA7786'3.0 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7786'WITH THE GROUND.
 AA7786' 
 AA7786'STATION 39-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7787 ***********************************************************************
 AA7787  DESIGNATION -  39 28
 AA7787  PID         -  AA7787
 AA7787  STATE/COUNTY-  AL/LAUDERDALE
 AA7787  USGS QUAD   -  BLACKBURN (1988)
 AA7787
 AA7787                         *CURRENT SURVEY CONTROL
 AA7787  ___________________________________________________________________
 AA7787* NAD 83(1992)-  34 57 09.86282(N)    087 40 22.29937(W)     ADJUSTED  
 AA7787* NAVD 88     -       223.0    (meters)     732.     (feet)  VERTCON   
 AA7787  ___________________________________________________________________
 AA7787  X           -     212,510.410 (meters)                     COMP
 AA7787  Y           -  -5,229,276.391 (meters)                     COMP
 AA7787  Z           -   3,633,682.848 (meters)                     COMP
 AA7787  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AA7787  ELLIP HEIGHT-         195.58  (meters)          (07/29/02) GPS OBS
 AA7787  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA7787
 AA7787  HORZ ORDER  -  FIRST
 AA7787  ELLP ORDER  -  FOURTH    CLASS I
 AA7787
 AA7787.The horizontal coordinates were established by GPS observations
 AA7787.and adjusted by the National Geodetic Survey in August 1995..
 AA7787
 AA7787.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7787
 AA7787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7787
 AA7787.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7787
 AA7787.The ellipsoidal height was determined by GPS observations
 AA7787.and is referenced to NAD 83.
 AA7787
 AA7787.The geoid height was determined by GEOID03.
 AA7787
 AA7787;                    North         East     Units Scale Factor Converg.
 AA7787;SPC AL W     -   549,213.465   584,211.818   MT  0.99993640   -0 05 56.5
 AA7787;UTM  16      - 3,868,008.767   438,564.555   MT  0.99964652   -0 23 07.8
 AA7787
 AA7787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7787!SPC AL W     -   0.99996930  x   0.99993640  =   0.99990570
 AA7787!UTM  16      -   0.99996930  x   0.99964652  =   0.99961583
 AA7787
 AA7787|---------------------------------------------------------------------|
 AA7787| PID    Reference Object                     Distance      Geod. Az  |
 AA7787|                                                           dddmmss.s |
 AA7787| AA7788 39 29                               345.078 METERS 09908     |
 AA7787|---------------------------------------------------------------------|
 AA7787
 AA7787                          SUPERSEDED SURVEY CONTROL
 AA7787
 AA7787  ELLIP H (10/10/95)  195.64   (m)                       GP(       ) 4 2
 AA7787  NGVD 29 (08/31/95)  223.0    (m)          732.     (f) GPS OBS        
 AA7787
 AA7787.Superseded values are not recommended for survey control.
 AA7787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7787.See file dsdata.txt to determine how the superseded data were derived.
 AA7787
 AA7787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3856568009(NAD 83)
 AA7787_MARKER: DD = SURVEY DISK
 AA7787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7787_STAMPING: 39-28 1994
 AA7787_MARK LOGO: ALHD  
 AA7787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7787+STABILITY: SURFACE MOTION
 AA7787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7787+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7787
 AA7787  HISTORY     - Date     Condition        Report By
 AA7787  HISTORY     - 1994     MONUMENTED       ALHD
 AA7787  HISTORY     - 20040324 POOR             ALHD
 AA7787
 AA7787                          STATION DESCRIPTION
 AA7787
 AA7787'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7787'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTH RIGHT OF WAY
 AA7787'OF LAUDERDALE COUNTY ROAD NO. 8, ABOUT 6.20 MI (9.98 KM)
 AA7787'NORTH-NORTHWEST OF ST FLORIAN AND ABOUT 10.65 MI (17.14 KM) NORTH OF
 AA7787'FLORENCE.
 AA7787' 
 AA7787'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 133 (MILE
 AA7787'POST 336.00 ON ALA 17 AND MILE POST 12.90 ON ALA 133) IN THE NORTH
 AA7787'SIDE OF FLORENCE, DRIVE NORTH ON ALA 17 FOR 7.85 MI (12.63 KM) TO MILE
 AA7787'POST 343.85 AND LAUDERDALE COUNTY ROAD NO. 8 ON THE LEFT, TURN LEFT ON
 AA7787'LAUDERDALE COUNTY ROAD NO. 8 AND DRIVE WEST FOR 0.25 MI (0.40 KM) TO
 AA7787'THE STATION ON THE LEFT.
 AA7787' 
 AA7787'THE STATION IS 3.1 FT (0.9 M) NORTH-NORTHWEST OF A FOUR STRAND BARBED
 AA7787'WIRE FENCE ON RUSTY STEEL POSTS, 12.4 FT (3.8 M) WEST-SOUTHWEST OF A
 AA7787'RUSTY TWO-INCH STEEL PIPE 3.5 FT (1.1 M) TALL, 28.5 FT (8.7 M) WEST OF
 AA7787'THE WEST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 31.2 FT
 AA7787'(9.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF LAUDERDALE COUNTY ROAD
 AA7787'NO. 8, 59.8 FT (18.2 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO.
 AA7787'SS, 99.0 FT (30.2 M) EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE
 AA7787'FENCE, 114.0 FT (34.7 M) EAST-NORTHEAST OF TRANSFORMER POWER AND CABLE
 AA7787'POLE NO. 5086, 114.1 FT (34.8 M) EAST-NORTHEAST OF TELEPHONE CABLE
 AA7787'PEDESTAL NO. P 129 W 4, 3.3 FT (1.0 M) NORTH-NORTHWEST OF A CARSONITE
 AA7787'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7787' 
 AA7787'STATION 39-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7787
 AA7787                          STATION RECOVERY (2004)
 AA7787
 AA7787'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7787'MARK HAS BEEN DISTURBED BY A DOZER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7788 ***********************************************************************
 AA7788  DESIGNATION -  39 29
 AA7788  PID         -  AA7788
 AA7788  STATE/COUNTY-  AL/LAUDERDALE
 AA7788  USGS QUAD   -  BLACKBURN (1988)
 AA7788
 AA7788                         *CURRENT SURVEY CONTROL
 AA7788  ___________________________________________________________________
 AA7788* NAD 83(1992)-  34 57 08.08357(N)    087 40 08.87167(W)     ADJUSTED  
 AA7788* NAVD 88     -       222.6    (meters)     730.     (feet)  VERTCON   
 AA7788  ___________________________________________________________________
 AA7788  X           -     212,852.095 (meters)                     COMP
 AA7788  Y           -  -5,229,293.580 (meters)                     COMP
 AA7788  Z           -   3,633,637.660 (meters)                     COMP
 AA7788  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AA7788  ELLIP HEIGHT-         195.15  (meters)          (07/29/02) GPS OBS
 AA7788  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA7788
 AA7788  HORZ ORDER  -  FIRST
 AA7788  ELLP ORDER  -  FOURTH    CLASS I
 AA7788
 AA7788.The horizontal coordinates were established by GPS observations
 AA7788.and adjusted by the National Geodetic Survey in August 1995..
 AA7788
 AA7788.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7788
 AA7788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7788
 AA7788.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7788
 AA7788.The ellipsoidal height was determined by GPS observations
 AA7788.and is referenced to NAD 83.
 AA7788
 AA7788.The geoid height was determined by GEOID03.
 AA7788
 AA7788;                    North         East     Units Scale Factor Converg.
 AA7788;SPC AL W     -   549,158.056   584,552.396   MT  0.99993627   -0 05 48.8
 AA7788;UTM  16      - 3,867,951.672   438,904.753   MT  0.99964600   -0 23 00.1
 AA7788
 AA7788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7788!SPC AL W     -   0.99996937  x   0.99993627  =   0.99990564
 AA7788!UTM  16      -   0.99996937  x   0.99964600  =   0.99961538
 AA7788
 AA7788|---------------------------------------------------------------------|
 AA7788| PID    Reference Object                     Distance      Geod. Az  |
 AA7788|                                                           dddmmss.s |
 AA7788| AA7787 39 28                               345.078 METERS 27909     |
 AA7788|---------------------------------------------------------------------|
 AA7788
 AA7788                          SUPERSEDED SURVEY CONTROL
 AA7788
 AA7788  ELLIP H (10/10/95)  195.21   (m)                       GP(       ) 4 2
 AA7788  NGVD 29 (08/31/95)  222.5    (m)          730.     (f) GPS OBS        
 AA7788
 AA7788.Superseded values are not recommended for survey control.
 AA7788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7788.See file dsdata.txt to determine how the superseded data were derived.
 AA7788
 AA7788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3890567952(NAD 83)
 AA7788_MARKER: DD = SURVEY DISK
 AA7788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7788_STAMPING: 39-29 1994
 AA7788_MARK LOGO: ALHD  
 AA7788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7788+STABILITY: SURFACE MOTION
 AA7788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7788+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7788
 AA7788  HISTORY     - Date     Condition        Report By
 AA7788  HISTORY     - 1994     MONUMENTED       ALHD
 AA7788  HISTORY     - 20040324 MARK NOT FOUND   ALHD
 AA7788
 AA7788                          STATION DESCRIPTION
 AA7788
 AA7788'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7788'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE WEST RIGHT OF WAY
 AA7788'OF ALA 17, ABOUT 6.10 MI (9.82 KM) NORTH-NORTHWEST OF ST FLORIAN AND
 AA7788'ABOUT 10.70 MI (17.22 KM) NORTH OF FLORENCE.
 AA7788' 
 AA7788'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 133 (MILE
 AA7788'POST 336.00 ON ALA 17 AND MILE POST 12.90 ON ALA 133) IN THE NORTH
 AA7788'SIDE OF FLORENCE, DRIVE NORTH ON ALA 17 FOR 7.80 MI (12.55 KM) TO MILE
 AA7788'POST 343.80 AND THE STATION ON THE LEFT.
 AA7788' 
 AA7788'THE STATION IS 28.0 FT (8.5 M) WEST OF THE CENTERLINE OF ALA 17, 55.7
 AA7788'FT (17.0 M) WEST OF TRANSFORMER POWER AND CABLE POLE NO. 5070 ACROSS
 AA7788'THE ROAD, 58.7 FT (17.9 M) NORTH OF CABLE POLE NO. 128, 59.6 FT (18.2
 AA7788'M) WEST OF THE WEST END OF A FOUR-FOOT CHAIN LINK FENCE ACROSS THE
 AA7788'ROAD, 64.7 FT (19.7 M) WEST OF THE STEEL POST FOR J AND S GROCERY SIGN
 AA7788'ACROSS THE ROAD, 74.6 FT (22.7 M) NORTH OF THE WEST POST OF A P AND K
 AA7788'WESTERN STORE SIGN, 2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST,
 AA7788'AND SET FLUSH WITH THE GROUND.
 AA7788' 
 AA7788'STATION 39-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7788
 AA7788                          STATION RECOVERY (2004)
 AA7788
 AA7788'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7788'MEASUREMENTS PUT THE MARK IN A GRAVEL PARKING LOT - MARK MAY ONLY BE
 AA7788'COVERED BY DIRT AND GRAVEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1688 ***********************************************************************
 EF1688  DESIGNATION -  39 3
 EF1688  PID         -  EF1688
 EF1688  STATE/COUNTY-  AL/LAUDERDALE
 EF1688  USGS QUAD   -  SINKING CREEK (1988)
 EF1688
 EF1688                         *CURRENT SURVEY CONTROL
 EF1688  ___________________________________________________________________
 EF1688* NAD 83(1992)-  34 51 31.60789(N)    087 47 11.70954(W)     ADJUSTED  
 EF1688* NAVD 88     -       185.3    (meters)     608.     (feet)  VERTCON   
 EF1688  ___________________________________________________________________
 EF1688  X           -     202,359.713 (meters)                     COMP
 EF1688  Y           -  -5,235,617.508 (meters)                     COMP
 EF1688  Z           -   3,625,112.560 (meters)                     COMP
 EF1688  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 EF1688  ELLIP HEIGHT-         157.89  (meters)          (07/29/02) GPS OBS
 EF1688  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EF1688
 EF1688  HORZ ORDER  -  FIRST
 EF1688  ELLP ORDER  -  FOURTH    CLASS I
 EF1688
 EF1688.The horizontal coordinates were established by GPS observations
 EF1688.and adjusted by the National Geodetic Survey in December 1992..
 EF1688
 EF1688.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1688
 EF1688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1688
 EF1688.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1688
 EF1688.The ellipsoidal height was determined by GPS observations
 EF1688.and is referenced to NAD 83.
 EF1688
 EF1688.The geoid height was determined by GEOID03.
 EF1688
 EF1688;                    North         East     Units Scale Factor Converg.
 EF1688;SPC AL W     -   538,814.192   573,794.931   MT  0.99994179   -0 09 49.7
 EF1688;UTM  16      - 3,857,664.583   428,098.838   MT  0.99966372   -0 26 58.5
 EF1688
 EF1688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1688!SPC AL W     -   0.99997522  x   0.99994179  =   0.99991701
 EF1688!UTM  16      -   0.99997522  x   0.99966372  =   0.99963895
 EF1688
 EF1688|---------------------------------------------------------------------|
 EF1688| PID    Reference Object                     Distance      Geod. Az  |
 EF1688|                                                           dddmmss.s |
 EF1688| EF1687 39 2                                339.794 METERS 27340     |
 EF1688|---------------------------------------------------------------------|
 EF1688
 EF1688                          SUPERSEDED SURVEY CONTROL
 EF1688
 EF1688  ELLIP H (12/04/92)  157.95   (m)                       GP(       ) 4 1
 EF1688  NAD 83(1992)-  34 51 31.61492(N)    087 47 11.70725(W) AD(       ) 1
 EF1688  NGVD 29 (12/04/92)  185.2    (m)          608.     (f) GPS OBS        
 EF1688
 EF1688.Superseded values are not recommended for survey control.
 EF1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1688.See file dsdata.txt to determine how the superseded data were derived.
 EF1688
 EF1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2809957665(NAD 83)
 EF1688_MARKER: DD = SURVEY DISK
 EF1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1688_SP_SET: CONCRETE POST
 EF1688_STAMPING: 39 - 3 1990
 EF1688_MARK LOGO: ALHD  
 EF1688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1688+STABILITY: SURFACE MOTION
 EF1688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1688+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1688
 EF1688  HISTORY     - Date     Condition        Report By
 EF1688  HISTORY     - 1990     MONUMENTED       ALHD
 EF1688
 EF1688                          STATION DESCRIPTION
 EF1688
 EF1688'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1688'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTH RIGHT OF WAY
 EF1688'OF LAUDERDALE COUNTY ROAD NO. 16, ABOUT 12.07 KM (7.50 MI) NORTHWEST
 EF1688'OF TUSCUMBIA AND ABOUT 26.15 KM (16.25 MI) EAST - SOUTHEAST OF
 EF1688'WATERLOO.
 EF1688'TO REACH THE STATION FROM THE JUNCTION OF ALA 20 AND LAUDERDALE COUNTY
 EF1688'ROAD NO. 16, MILE POST 14.25 ON ALA 20, DRIVE WEST ON COUNTY ROAD 16
 EF1688'2.25 KM (1.40 MI) TO THE STATION ON THE LEFT.
 EF1688'THE STATION IS 2.10 M (6.89 FT) NORTH OF A FIVE STRAND BARBED WIRE
 EF1688'FENCE ON STEEL POSTS, 9.75 M (31.99 FT) SOUTH OF THE CENTER OF COUNTY
 EF1688'ROAD 16, 22.86 M (75.00 FT) WEST OF A FENE CORNER AT THE NORTHWEST
 EF1688'CORNER OF THE YARD OF A BEIGE FRAME HOUSE, 2.15 M (7.05 FT) NORTH OF
 EF1688'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1688'STATION 39 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1688'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY.
 EF1688'MR. LLOYD RHODES
 EF1688'PHONE 205 - 767 - 7666
 EF1688'NOTE - PLEASE DO NOT DRIVE ON THE GRASS AROUND THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7789 ***********************************************************************
 AA7789  DESIGNATION -  39 30
 AA7789  PID         -  AA7789
 AA7789  STATE/COUNTY-  AL/LAUDERDALE
 AA7789  USGS QUAD   -  FLORENCE (1971)
 AA7789
 AA7789                         *CURRENT SURVEY CONTROL
 AA7789  ___________________________________________________________________
 AA7789* NAD 83(1992)-  34 47 34.31004(N)    087 42 49.68254(W)     ADJUSTED  
 AA7789* NAVD 88     -       173.8    (meters)     570.     (feet)  VERTCON   
 AA7789  ___________________________________________________________________
 AA7789  X           -     209,176.798 (meters)                     COMP
 AA7789  Y           -  -5,239,519.780 (meters)                     COMP
 AA7789  Z           -   3,619,103.127 (meters)                     COMP
 AA7789  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AA7789  ELLIP HEIGHT-         146.56  (meters)          (07/29/02) GPS OBS
 AA7789  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AA7789
 AA7789  HORZ ORDER  -  FIRST
 AA7789  ELLP ORDER  -  FOURTH    CLASS I
 AA7789
 AA7789.The horizontal coordinates were established by GPS observations
 AA7789.and adjusted by the National Geodetic Survey in August 1995..
 AA7789
 AA7789.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7789
 AA7789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7789
 AA7789.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7789
 AA7789.The ellipsoidal height was determined by GPS observations
 AA7789.and is referenced to NAD 83.
 AA7789
 AA7789.The geoid height was determined by GEOID03.
 AA7789
 AA7789;                    North         East     Units Scale Factor Converg.
 AA7789;SPC AL W     -   531,485.495   580,434.757   MT  0.99993805   -0 07 19.2
 AA7789;UTM  16      - 3,850,304.959   434,700.196   MT  0.99965255   -0 24 26.3
 AA7789
 AA7789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7789!SPC AL W     -   0.99997699  x   0.99993805  =   0.99991505
 AA7789!UTM  16      -   0.99997699  x   0.99965255  =   0.99962955
 AA7789
 AA7789                          SUPERSEDED SURVEY CONTROL
 AA7789
 AA7789  ELLIP H (10/10/95)  146.61   (m)                       GP(       ) 4 2
 AA7789  NGVD 29 (08/31/95)  173.8    (m)          570.     (f) GPS OBS        
 AA7789
 AA7789.Superseded values are not recommended for survey control.
 AA7789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7789.See file dsdata.txt to determine how the superseded data were derived.
 AA7789
 AA7789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3470050305(NAD 83)
 AA7789_MARKER: DD = SURVEY DISK
 AA7789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7789_STAMPING: 39-30 1994
 AA7789_MARK LOGO: ALHD  
 AA7789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7789+STABILITY: SURFACE MOTION
 AA7789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7789+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7789
 AA7789  HISTORY     - Date     Condition        Report By
 AA7789  HISTORY     - 1994     MONUMENTED       ALHD
 AA7789
 AA7789                          STATION DESCRIPTION
 AA7789
 AA7789'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7789'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE NORTH RIGHT OF WAY
 AA7789'OF LAUDERDALE COUNTY ROAD NO. 6, ABOUT 2.15 MI (3.46 KM) WEST OF
 AA7789'FLORENCE AND ABOUT 21.50 MI (34.60 KM) SOUTHEAST OF WATERLOO.
 AA7789' 
 AA7789'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 72, AND ALA 20
 AA7789'(MILE POST 22.35 ON ALA 20 AND MILE POST 32.10 ON U.S. 43 AND U.S.
 AA7789'72)IN THE SOUTH SIDE OF FLORENCE, DRIVE SOUTHWEST AND NORTHWEST ON ALA
 AA7789'20 FOR 2.20 MI (3.54 KM) TO MILE POST 20.15 AND LAUDERDALE COUNTY ROAD
 AA7789'NO. 6 ON THE LEFT, TURN LEFT ON LAUDERDALE COUNTY ROAD NO. 6 AND DRIVE
 AA7789'WEST FOR 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT.
 AA7789' 
 AA7789'THE STATION IS 2.3 FT (0.7 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 AA7789'ON OLD WOOD POSTS, 33.0 FT (10.1 M) NORTH OF THE CENTERLINE OF
 AA7789'LAUDERDALE COUNTY ROAD NO. 6, 156.2 FT (47.6 M) EAST OF HIGH VOLTAGE
 AA7789'POWER POLE NO. 50, 194.7 FT (59.3 M) WEST OF HOGH VOLTAGE POWER POLE
 AA7789'NO. 49, 2.3 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA7789'FLUSH WITH THE GROUND.
 AA7789' 
 AA7789'STATION 39-31 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7790 ***********************************************************************
 AA7790  DESIGNATION -  39 31
 AA7790  PID         -  AA7790
 AA7790  STATE/COUNTY-  AL/LAUDERDALE
 AA7790  USGS QUAD   -  FLORENCE (1971)
 AA7790
 AA7790                         *CURRENT SURVEY CONTROL
 AA7790  ___________________________________________________________________
 AA7790* NAD 83(1992)-  34 47 33.40700(N)    087 42 28.27882(W)     ADJUSTED  
 AA7790* NAVD 88     -       170.2    (meters)     558.     (feet)  VERTCON   
 AA7790  ___________________________________________________________________
 AA7790  X           -     209,721.011 (meters)                     COMP
 AA7790  Y           -  -5,239,511.008 (meters)                     COMP
 AA7790  Z           -   3,619,078.254 (meters)                     COMP
 AA7790  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AA7790  ELLIP HEIGHT-         143.02  (meters)          (07/29/02) GPS OBS
 AA7790  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7790
 AA7790  HORZ ORDER  -  FIRST
 AA7790  ELLP ORDER  -  FOURTH    CLASS I
 AA7790
 AA7790.The horizontal coordinates were established by GPS observations
 AA7790.and adjusted by the National Geodetic Survey in August 1995..
 AA7790
 AA7790.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7790
 AA7790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7790
 AA7790.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7790
 AA7790.The ellipsoidal height was determined by GPS observations
 AA7790.and is referenced to NAD 83.
 AA7790
 AA7790.The geoid height was determined by GEOID03.
 AA7790
 AA7790;                    North         East     Units Scale Factor Converg.
 AA7790;SPC AL W     -   531,456.526   580,978.781   MT  0.99993779   -0 07 07.0
 AA7790;UTM  16      - 3,850,273.290   435,243.913   MT  0.99965168   -0 24 14.1
 AA7790
 AA7790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7790!SPC AL W     -   0.99997755  x   0.99993779  =   0.99991534
 AA7790!UTM  16      -   0.99997755  x   0.99965168  =   0.99962924
 AA7790
 AA7790                          SUPERSEDED SURVEY CONTROL
 AA7790
 AA7790  ELLIP H (10/10/95)  143.07   (m)                       GP(       ) 4 2
 AA7790  NGVD 29 (08/31/95)  170.2    (m)          558.     (f) GPS OBS        
 AA7790
 AA7790.Superseded values are not recommended for survey control.
 AA7790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7790.See file dsdata.txt to determine how the superseded data were derived.
 AA7790
 AA7790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3524450273(NAD 83)
 AA7790_MARKER: DD = SURVEY DISK
 AA7790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7790_STAMPING: 39-31 1994
 AA7790_MARK LOGO: ALHD  
 AA7790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7790+STABILITY: SURFACE MOTION
 AA7790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7790+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7790
 AA7790  HISTORY     - Date     Condition        Report By
 AA7790  HISTORY     - 1994     MONUMENTED       ALHD
 AA7790
 AA7790                          STATION DESCRIPTION
 AA7790
 AA7790'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7790'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTH RIGHT OF WAY
 AA7790'OF LAUDERDALE COUNTY ROAD NO. 6, ABOUT 1.80 MI (2.90 KM) WEST OF
 AA7790'FLORENCE AND ABOUT 21.85 MI (35.16 KM) SOUTHEAST OF WATERLOO.
 AA7790' 
 AA7790'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 72, AND ALA 20
 AA7790'(MILE POST 22.35 ON ALA 20 AND MILE POST 32.10 ON U.S. 43 AND U.S.
 AA7790'72)IN THE SOUTH SIDE OF FLORENCE, DRIVE SOUTHWEST AND NORTHWEST ON ALA
 AA7790'20 FOR 2.20 MI (3.54 KM) TO MILE POST 20.15 AND LAUDERDALE COUNTY ROAD
 AA7790'NO. 6 ON THE LEFT, TURN LEFT ON LAUDERDALE COUNTY ROAD NO. 6 AND DRIVE
 AA7790'WEST FOR 0.20 MI (0.32 KM) TO THE STATION ON THE LEFT.
 AA7790' 
 AA7790'THE STATION IS 2.7 FT (0.8 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 AA7790'ON OLD WOOD POSTS, 27.6 FT (8.4 M) SOUTH OF THE CENTERLINE OF
 AA7790'LAUDERDALE COUNTY ROAD NO. 6, 181.5 FT (55.3 M) EAST-SOUTHEAST OF HIGH
 AA7790'VOLTAGE POWER POLE NO. 45 ACROSS THE ROAD, 187.3 FT (57.1 M)
 AA7790'WEST-SOUTHWEST OF HIGH VOLTAGE POWER POLE NO. 44 ACROSS THE ROAD, 3.2
 AA7790'FT (1.0 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7790'WITH THE GROUND.
 AA7790' 
 AA7790'STATION 39-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7791 ***********************************************************************
 AA7791  DESIGNATION -  39 32
 AA7791  PID         -  AA7791
 AA7791  STATE/COUNTY-  AL/LAUDERDALE
 AA7791  USGS QUAD   -  SINKING CREEK (1988)
 AA7791
 AA7791                         *CURRENT SURVEY CONTROL
 AA7791  ___________________________________________________________________
 AA7791* NAD 83(1992)-  34 47 10.18433(N)    087 48 04.98991(W)     ADJUSTED  
 AA7791* NAVD 88     -       167.5    (meters)     550.     (feet)  VERTCON   
 AA7791  ___________________________________________________________________
 AA7791  X           -     201,183.221 (meters)                     COMP
 AA7791  Y           -  -5,240,252.073 (meters)                     COMP
 AA7791  Z           -   3,618,488.916 (meters)                     COMP
 AA7791  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AA7791  ELLIP HEIGHT-         140.19  (meters)          (07/29/02) GPS OBS
 AA7791  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA7791
 AA7791  HORZ ORDER  -  FIRST
 AA7791  ELLP ORDER  -  FOURTH    CLASS I
 AA7791
 AA7791.The horizontal coordinates were established by GPS observations
 AA7791.and adjusted by the National Geodetic Survey in August 1995..
 AA7791
 AA7791.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7791
 AA7791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7791
 AA7791.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7791
 AA7791.The ellipsoidal height was determined by GPS observations
 AA7791.and is referenced to NAD 83.
 AA7791
 AA7791.The geoid height was determined by GEOID03.
 AA7791
 AA7791;                    North         East     Units Scale Factor Converg.
 AA7791;SPC AL W     -   530,762.651   572,417.426   MT  0.99994271   -0 10 19.0
 AA7791;UTM  16      - 3,849,622.237   426,681.619   MT  0.99966625   -0 27 26.0
 AA7791
 AA7791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7791!SPC AL W     -   0.99997799  x   0.99994271  =   0.99992071
 AA7791!UTM  16      -   0.99997799  x   0.99966625  =   0.99964425
 AA7791
 AA7791                          SUPERSEDED SURVEY CONTROL
 AA7791
 AA7791  ELLIP H (10/10/95)  140.23   (m)                       GP(       ) 4 2
 AA7791  NGVD 29 (08/31/95)  167.4    (m)          549.     (f) GPS OBS        
 AA7791
 AA7791.Superseded values are not recommended for survey control.
 AA7791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7791.See file dsdata.txt to determine how the superseded data were derived.
 AA7791
 AA7791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2668249622(NAD 83)
 AA7791_MARKER: DD = SURVEY DISK
 AA7791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7791_STAMPING: 39-32 1994
 AA7791_MARK LOGO: ALHD  
 AA7791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7791+STABILITY: SURFACE MOTION
 AA7791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7791+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7791
 AA7791  HISTORY     - Date     Condition        Report By
 AA7791  HISTORY     - 1994     MONUMENTED       ALHD
 AA7791
 AA7791                          STATION DESCRIPTION
 AA7791
 AA7791'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7791'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE NORTH RIGHT OF WAY
 AA7791'OF LAUDERDALE COUNTY ROAD NO. 6, ABOUT 7.15 MI (11.51 KM) WEST OF
 AA7791'FLORENCE AND ABOUT 17.25 MI (27.76 KM) SOUTHEAST OF WATERLOO.
 AA7791' 
 AA7791'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 72, AND ALA 20
 AA7791'(MILE POST 22.35 ON ALA 20 AND MILE POST 32.10 ON U.S. 43 AND U.S.
 AA7791'72)IN THE SOUTH SIDE OF FLORENCE, DRIVE SOUTHWEST AND NORTHWEST ON ALA
 AA7791'20 FOR 2.20 MI (3.54 KM) TO MILE POST 20.15 AND LAUDERDALE COUNTY ROAD
 AA7791'NO. 6 ON THE LEFT, TURN LEFT ON LAUDERDALE COUNTY ROAD NO. 6 AND DRIVE
 AA7791'WEST FOR 5.80 MI (9.33 KM) TO THE STATION ON THE RIGHT.
 AA7791' 
 AA7791'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 AA7791'ON RUSTY STEEL POSTS, 19.6 FT (6.0 M) NORTH OF THE CENTERLINE OF
 AA7791'LAUDERDALE COUNTY ROAD NO. 6, 65.0 FT (19.8 M) EAST OF THE EAST ONE OF
 AA7791'TWO WOOD POSTS IN THE FENCE LINE, 138.7 FT (42.3 M) EAST OF A
 AA7791'TELEPHONE CABLE REPEATER, 141.5 FT (43.1 M) EAST OF TELEPHONE CABLE
 AA7791'CABINET NO. P 28, 144.1 FT (43.9 M) EAST OF TELEPHONE CABLE CABINET
 AA7791'NO. P 28 ON A POLE, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST,
 AA7791'AND SET FLUSH WITH THE GROUND.
 AA7791' 
 AA7791'STATION 39-33 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7792 ***********************************************************************
 AA7792  DESIGNATION -  39 33
 AA7792  PID         -  AA7792
 AA7792  STATE/COUNTY-  AL/LAUDERDALE
 AA7792  USGS QUAD   -  SINKING CREEK (1988)
 AA7792
 AA7792                         *CURRENT SURVEY CONTROL
 AA7792  ___________________________________________________________________
 AA7792* NAD 83(1992)-  34 47 09.35785(N)    087 47 38.93233(W)     ADJUSTED  
 AA7792* NAVD 88     -       176.0    (meters)     577.     (feet)  VERTCON   
 AA7792  ___________________________________________________________________
 AA7792  X           -     201,846.052 (meters)                     COMP
 AA7792  Y           -  -5,240,248.128 (meters)                     COMP
 AA7792  Z           -   3,618,472.860 (meters)                     COMP
 AA7792  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AA7792  ELLIP HEIGHT-         148.71  (meters)          (07/29/02) GPS OBS
 AA7792  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA7792
 AA7792  HORZ ORDER  -  FIRST
 AA7792  ELLP ORDER  -  FOURTH    CLASS I
 AA7792
 AA7792.The horizontal coordinates were established by GPS observations
 AA7792.and adjusted by the National Geodetic Survey in August 1995..
 AA7792
 AA7792.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7792
 AA7792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7792
 AA7792.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7792
 AA7792.The ellipsoidal height was determined by GPS observations
 AA7792.and is referenced to NAD 83.
 AA7792
 AA7792.The geoid height was determined by GEOID03.
 AA7792
 AA7792;                    North         East     Units Scale Factor Converg.
 AA7792;SPC AL W     -   530,735.219   573,079.789   MT  0.99994226   -0 10 04.1
 AA7792;UTM  16      - 3,849,591.516   427,343.653   MT  0.99966506   -0 27 11.1
 AA7792
 AA7792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7792!SPC AL W     -   0.99997666  x   0.99994226  =   0.99991892
 AA7792!UTM  16      -   0.99997666  x   0.99966506  =   0.99964173
 AA7792
 AA7792                          SUPERSEDED SURVEY CONTROL
 AA7792
 AA7792  ELLIP H (10/10/95)  148.76   (m)                       GP(       ) 4 2
 AA7792  NGVD 29 (08/31/95)  175.9    (m)          577.     (f) GPS OBS        
 AA7792
 AA7792.Superseded values are not recommended for survey control.
 AA7792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7792.See file dsdata.txt to determine how the superseded data were derived.
 AA7792
 AA7792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2734449592(NAD 83)
 AA7792_MARKER: DD = SURVEY DISK
 AA7792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7792_STAMPING: 39-33 1994
 AA7792_MARK LOGO: ALHD  
 AA7792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7792+STABILITY: SURFACE MOTION
 AA7792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7792+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7792
 AA7792  HISTORY     - Date     Condition        Report By
 AA7792  HISTORY     - 1994     MONUMENTED       ALHD
 AA7792
 AA7792                          STATION DESCRIPTION
 AA7792
 AA7792'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7792'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTH RIGHT OF WAY
 AA7792'OF LAUDERDALE COUNTY ROAD NO. 6, ABOUT 6.75 MI (10.86 KM) WEST OF
 AA7792'FLORENCE AND ABOUT 17.65 MI (28.40 KM) SOUTHEAST OF WATERLOO.
 AA7792' 
 AA7792'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 72, AND ALA 20
 AA7792'(MILE POST 22.35 ON ALA 20 AND MILE POST 32.10 ON U.S. 43 AND U.S.
 AA7792'72)IN THE SOUTH SIDE OF FLORENCE, DRIVE SOUTHWEST AND NORTHWEST ON ALA
 AA7792'20 FOR 2.20 MI (3.54 KM) TO MILE POST 20.15 AND LAUDERDALE COUNTY ROAD
 AA7792'NO. 6 ON THE LEFT, TURN LEFT ON LAUDERDALE COUNTY ROAD NO. 6 AND DRIVE
 AA7792'WEST FOR 5.35 MI (8.61 KM) TO THE STATION ON THE LEFT.
 AA7792' 
 AA7792'THE STATION IS 2.9 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 AA7792'ON CEDAR POSTS, 36.5 FT (11.1 M) SOUTH OF THE CENTERLINE OF LAUDERDALE
 AA7792'COUNTY ROAD NO. 6, 109.5 FT (33.4 M) WEST OF POWER POLE NO. 7849,
 AA7792'109.5 FT (33.4 M) WEST OF TELEPHONE CABLE PEDESTAL NO. P 29, 3.1 FT
 AA7792'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7792'GROUND.
 AA7792' 
 AA7792'STATION 39-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7793 ***********************************************************************
 AA7793  DESIGNATION -  39 34
 AA7793  PID         -  AA7793
 AA7793  STATE/COUNTY-  AL/LAUDERDALE
 AA7793  USGS QUAD   -  CHEROKEE (1988)
 AA7793
 AA7793                         *CURRENT SURVEY CONTROL
 AA7793  ___________________________________________________________________
 AA7793* NAD 83(1992)-  34 51 10.81064(N)    087 55 36.43973(W)     ADJUSTED  
 AA7793* NAVD 88     -       131.5    (meters)     431.     (feet)  VERTCON   
 AA7793  ___________________________________________________________________
 AA7793  X           -     189,559.215 (meters)                     COMP
 AA7793  Y           -  -5,236,418.999 (meters)                     COMP
 AA7793  Z           -   3,624,555.938 (meters)                     COMP
 AA7793  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AA7793  ELLIP HEIGHT-         104.17  (meters)          (07/29/02) GPS OBS
 AA7793  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AA7793
 AA7793  HORZ ORDER  -  FIRST
 AA7793  ELLP ORDER  -  FOURTH    CLASS I
 AA7793
 AA7793.The horizontal coordinates were established by GPS observations
 AA7793.and adjusted by the National Geodetic Survey in August 1995..
 AA7793
 AA7793.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7793
 AA7793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7793
 AA7793.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7793
 AA7793.The ellipsoidal height was determined by GPS observations
 AA7793.and is referenced to NAD 83.
 AA7793
 AA7793.The geoid height was determined by GEOID03.
 AA7793
 AA7793;                    North         East     Units Scale Factor Converg.
 AA7793;SPC AL W     -   538,218.955   560,972.159   MT  0.99995210   -0 14 38.0
 AA7793;UTM  16      - 3,857,133.454   415,276.731   MT  0.99968847   -0 31 46.8
 AA7793
 AA7793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7793!SPC AL W     -   0.99998365  x   0.99995210  =   0.99993575
 AA7793!UTM  16      -   0.99998365  x   0.99968847  =   0.99967212
 AA7793
 AA7793:                Primary Azimuth Mark                     Grid Az
 AA7793:SPC AL W     -  39 35                                    335 50 52.6
 AA7793:UTM  16      -  39 35                                    336 08 01.4
 AA7793
 AA7793|---------------------------------------------------------------------|
 AA7793| PID    Reference Object                     Distance      Geod. Az  |
 AA7793|                                                           dddmmss.s |
 AA7793| AA7794 39 35                               APPROX. 0.5 KM 3353614.6 |
 AA7793|---------------------------------------------------------------------|
 AA7793
 AA7793                          SUPERSEDED SURVEY CONTROL
 AA7793
 AA7793  ELLIP H (10/10/95)  104.21   (m)                       GP(       ) 4 2
 AA7793  NGVD 29 (08/31/95)  131.5    (m)          431.     (f) GPS OBS        
 AA7793
 AA7793.Superseded values are not recommended for survey control.
 AA7793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7793.See file dsdata.txt to determine how the superseded data were derived.
 AA7793
 AA7793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1527757133(NAD 83)
 AA7793_MARKER: DD = SURVEY DISK
 AA7793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7793_STAMPING: 39-34 1994
 AA7793_MARK LOGO: ALHD  
 AA7793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7793+STABILITY: SURFACE MOTION
 AA7793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7793+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7793
 AA7793  HISTORY     - Date     Condition        Report By
 AA7793  HISTORY     - 1994     MONUMENTED       ALHD
 AA7793
 AA7793                          STATION DESCRIPTION
 AA7793
 AA7793'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7793'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTHWEST RIGHT OF
 AA7793'WAY OF LAUDERDALE COUNTY ROAD NO. 10, ABOUT 8.75 MI (14.08 KM)
 AA7793'SOUTHEAST OF WATERLOO AND ABOUT 14.75 MI (23.74 KM) WEST-NORTHWEST OF
 AA7793'FLORENCE
 AA7793' 
 AA7793'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 72, AND ALA 20
 AA7793'(MILE POST 22.35 ON ALA 20 AND MILE POST 32.10 ON U.S. 43 AND U.S.
 AA7793'72)IN THE SOUTH SIDE OF FLORENCE, DRIVE SOUTHWEST AND NORTHWEST ON ALA
 AA7793'20 FOR 14.25 MI (22.93 KM) TO MILE POST 7.80 AND A RAMP TO NATCHEZ
 AA7793'TRACE PARKWAY ON THE RIGHT, TURN RIGHT ON THE RAMP AND DRIVE NORTHWEST
 AA7793'FOR 0.25 MI (0.40 KM) TO NATCHEZ TRACE PARKWAY, TURN LEFT ON NATCHEZ
 AA7793'TRACE PARKWAY AND DRIVE SOUTHWEST FOR 7.75 MI (12.47 KM) TO A RAMP ON
 AA7793'THE RIGHT TO LAUDERDALE COUNTY ROAD NO. 10, TURN RIGHT ON THE RAMP AND
 AA7793'DRIVE SOUTHWEST FOR 0.15 MI (0.24 KM) TO LAUDERDALE COUNTY ROAD NO.
 AA7793'10, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 10 AND DRIVE NORTHWEST
 AA7793'FOR 0.70 MI (1.13 KM) TO THE STATION ON THE LEFT.
 AA7793' 
 AA7793'THE STATION IS 26.2 FT (8.0 M) SOUTHWEST OF THE CENTER OF LAUDERDALE
 AA7793'COUNTY ROAD NO. 10, 63.6 FT (19.4 M) SOUTH-SOUTHWEST OF A POWER POLE
 AA7793'ACROSS THE ROAD, 2.3 FT (0.7 M) EAST-NORTHEAST OF A CARSONITE WITNESS
 AA7793'POST, AND SET FLUSH WITH THE GROUND.
 AA7793' 
 AA7793'STATION 39-35 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7794 ***********************************************************************
 AA7794  DESIGNATION -  39 35
 AA7794  PID         -  AA7794
 AA7794  STATE/COUNTY-  AL/LAUDERDALE
 AA7794  USGS QUAD   -  CHEROKEE (1988)
 AA7794
 AA7794                         *CURRENT SURVEY CONTROL
 AA7794  ___________________________________________________________________
 AA7794* NAD 83(1992)-  34 51 26.94692(N)    087 55 45.31805(W)     ADJUSTED  
 AA7794* NAVD 88     -       131.3    (meters)     431.     (feet)  VERTCON   
 AA7794  ___________________________________________________________________
 AA7794  X           -     189,323.547 (meters)                     COMP
 AA7794  Y           -  -5,236,142.977 (meters)                     COMP
 AA7794  Z           -   3,624,963.873 (meters)                     COMP
 AA7794  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA7794  ELLIP HEIGHT-         103.96  (meters)          (07/29/02) GPS OBS
 AA7794  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AA7794
 AA7794  HORZ ORDER  -  FIRST
 AA7794  ELLP ORDER  -  FOURTH    CLASS I
 AA7794
 AA7794.The horizontal coordinates were established by GPS observations
 AA7794.and adjusted by the National Geodetic Survey in August 1995..
 AA7794
 AA7794.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7794
 AA7794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7794
 AA7794.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7794
 AA7794.The ellipsoidal height was determined by GPS observations
 AA7794.and is referenced to NAD 83.
 AA7794
 AA7794.The geoid height was determined by GEOID03.
 AA7794
 AA7794;                    North         East     Units Scale Factor Converg.
 AA7794;SPC AL W     -   538,717.147   560,748.764   MT  0.99995232   -0 14 43.2
 AA7794;UTM  16      - 3,857,632.622   415,055.882   MT  0.99968893   -0 31 52.1
 AA7794
 AA7794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7794!SPC AL W     -   0.99998368  x   0.99995232  =   0.99993600
 AA7794!UTM  16      -   0.99998368  x   0.99968893  =   0.99967262
 AA7794
 AA7794:                Primary Azimuth Mark                     Grid Az
 AA7794:SPC AL W     -  39 34                                    155 50 52.8
 AA7794:UTM  16      -  39 34                                    156 08 01.7
 AA7794
 AA7794|---------------------------------------------------------------------|
 AA7794| PID    Reference Object                     Distance      Geod. Az  |
 AA7794|                                                           dddmmss.s |
 AA7794| AA7793 39 34                               APPROX. 0.5 KM 1553609.6 |
 AA7794|---------------------------------------------------------------------|
 AA7794
 AA7794                          SUPERSEDED SURVEY CONTROL
 AA7794
 AA7794  ELLIP H (10/10/95)  104.00   (m)                       GP(       ) 4 2
 AA7794  NGVD 29 (08/31/95)  131.3    (m)          431.     (f) GPS OBS        
 AA7794
 AA7794.Superseded values are not recommended for survey control.
 AA7794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7794.See file dsdata.txt to determine how the superseded data were derived.
 AA7794
 AA7794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1505657633(NAD 83)
 AA7794_MARKER: DD = SURVEY DISK
 AA7794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7794_STAMPING: 39-35 1994
 AA7794_MARK LOGO: ALHD  
 AA7794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7794+STABILITY: SURFACE MOTION
 AA7794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7794+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7794
 AA7794  HISTORY     - Date     Condition        Report By
 AA7794  HISTORY     - 1994     MONUMENTED       ALHD
 AA7794
 AA7794                          STATION DESCRIPTION
 AA7794
 AA7794'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7794'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTHWEST RIGHT OF
 AA7794'WAY OF LAUDERDALE COUNTY ROAD NO. 10, ABOUT 8.45 MI (13.60 KM)
 AA7794'SOUTHEAST OF WATERLOO AND ABOUT 15.00 MI (24.14 KM) WEST-NORTHWEST OF
 AA7794'FLORENCE
 AA7794' 
 AA7794'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 72, AND ALA 20
 AA7794'(MILE POST 22.35 ON ALA 20 AND MILE POST 32.10 ON U.S. 43 AND U.S.
 AA7794'72)IN THE SOUTH SIDE OF FLORENCE, DRIVE SOUTHWEST AND NORTHWEST ON ALA
 AA7794'20 FOR 14.25 MI (22.93 KM) TO MILE POST 7.80 AND A RAMP TO NATCHEZ
 AA7794'TRACE PARKWAY ON THE RIGHT, TURN RIGHT ON THE RAMP AND DRIVE NORTHWEST
 AA7794'FOR 0.25 MI (0.40 KM) TO NATCHEZ TRACE PARKWAY, TURN LEFT ON NATCHEZ
 AA7794'TRACE PARKWAY AND DRIVE SOUTHWEST FOR 7.75 MI (12.47 KM) TO A RAMP ON
 AA7794'THE RIGHT TO LAUDERDALE COUNTY ROAD NO. 10, TURN RIGHT ON THE RAMP AND
 AA7794'DRIVE SOUTHWEST FOR 0.15 MI (0.24 KM) TO LAUDERDALE COUNTY ROAD NO.
 AA7794'10, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 10 AND DRIVE NORTHWEST
 AA7794'FOR 1.05 MI (1.69 KM) TO THE STATION ON THE LEFT.
 AA7794' 
 AA7794'THE STATION IS 24.2 FT (7.4 M) WEST-SOUTHWEST OF THE CENTER OF
 AA7794'LAUDERDALE COUNTY ROAD NO. 10, 43.5 FT (13.3 M) WEST-SOUTHWEST OF A
 AA7794'GRAPHIC CURVE SIGN ACROSS THE ROAD, 49.6 FT (15.1 M) WEST-SOUTHWEST OF
 AA7794'A POWER POLE ACROSS THE ROAD, 67.5 FT (20.6 M) NORTH-NORTHWEST OF THE
 AA7794'WEST POST OF A NATCHEZ TRACE PARKWAY 1 MI. SIGN, 2.2 FT (0.7 M)
 AA7794'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7794' 
 AA7794'STATION 39-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7795 ***********************************************************************
 AA7795  DESIGNATION -  39 36
 AA7795  PID         -  AA7795
 AA7795  STATE/COUNTY-  AL/LAUDERDALE
 AA7795  USGS QUAD   -  WRIGHT (1970)
 AA7795
 AA7795                         *CURRENT SURVEY CONTROL
 AA7795  ___________________________________________________________________
 AA7795* NAD 83(1992)-  34 58 14.20860(N)    087 53 56.18726(W)     ADJUSTED  
 AA7795* NAVD 88     -       264.7    (meters)     868.     (feet)  VERTCON   
 AA7795  ___________________________________________________________________
 AA7795  X           -     191,834.515 (meters)                     COMP
 AA7795  Y           -  -5,228,972.811 (meters)                     COMP
 AA7795  Z           -   3,635,331.866 (meters)                     COMP
 AA7795  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA7795  ELLIP HEIGHT-         237.27  (meters)          (07/29/02) GPS OBS
 AA7795  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA7795
 AA7795  HORZ ORDER  -  FIRST
 AA7795  ELLP ORDER  -  FOURTH    CLASS I
 AA7795
 AA7795.The horizontal coordinates were established by GPS observations
 AA7795.and adjusted by the National Geodetic Survey in August 1995..
 AA7795
 AA7795.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7795
 AA7795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7795
 AA7795.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7795
 AA7795.The ellipsoidal height was determined by GPS observations
 AA7795.and is referenced to NAD 83.
 AA7795
 AA7795.The geoid height was determined by GEOID03.
 AA7795
 AA7795;                    North         East     Units Scale Factor Converg.
 AA7795;SPC AL W     -   551,255.300   563,570.727   MT  0.99994968   -0 13 43.2
 AA7795;UTM  16      - 3,870,153.204   417,939.674   MT  0.99968299   -0 30 54.9
 AA7795
 AA7795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7795!SPC AL W     -   0.99996276  x   0.99994968  =   0.99991244
 AA7795!UTM  16      -   0.99996276  x   0.99968299  =   0.99964576
 AA7795
 AA7795:                Primary Azimuth Mark                     Grid Az
 AA7795:SPC AL W     -  39 37                                    087 03 42.2
 AA7795:UTM  16      -  39 37                                    087 20 53.9
 AA7795
 AA7795|---------------------------------------------------------------------|
 AA7795| PID    Reference Object                     Distance      Geod. Az  |
 AA7795|                                                           dddmmss.s |
 AA7795| AA7796 39 37                               463.219 METERS 0864959.0 |
 AA7795|---------------------------------------------------------------------|
 AA7795
 AA7795                          SUPERSEDED SURVEY CONTROL
 AA7795
 AA7795  ELLIP H (10/10/95)  237.31   (m)                       GP(       ) 4 2
 AA7795  NGVD 29 (08/31/95)  264.7    (m)          868.     (f) GPS OBS        
 AA7795
 AA7795.Superseded values are not recommended for survey control.
 AA7795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7795.See file dsdata.txt to determine how the superseded data were derived.
 AA7795
 AA7795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1794070153(NAD 83)
 AA7795_MARKER: DD = SURVEY DISK
 AA7795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7795_STAMPING: 39-36 1994
 AA7795_MARK LOGO: ALHD  
 AA7795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7795+STABILITY: SURFACE MOTION
 AA7795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7795+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7795
 AA7795  HISTORY     - Date     Condition        Report By
 AA7795  HISTORY     - 1994     MONUMENTED       ALHD
 AA7795
 AA7795                          STATION DESCRIPTION
 AA7795
 AA7795'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7795'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE NORTH RIGHT OF WAY
 AA7795'OF LAUDERDALE COUNTY ROAD NO. 10, ABOUT 10.05 MI (16.17 KM) NORTHEAST
 AA7795'OF WATERLOO AND ABOUT 17.35 MI (27.92 KM) NORTHWEST OF FLORENCE.
 AA7795' 
 AA7795'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 72, AND ALA 20
 AA7795'(MILE POST 22.35 ON ALA 20 AND MILE POST 32.10 ON U.S. 43 AND U.S.
 AA7795'72)IN THE SOUTH SIDE OF FLORENCE, DRIVE SOUTHWEST AND NORTHWEST ON ALA
 AA7795'20 FOR 18.60 MI (29.93 KM) TO MILE POST 3.45 AND LAUDERDALE COUNTY
 AA7795'ROAD NO. 10 ON THE LEFT, TURN LEFT ON LAUDERDALE COUNTY ROAD NO. 10
 AA7795'AND DRIVE WEST FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT.
 AA7795' 
 AA7795'THE STATION IS 25.0 FT (7.6 M) NORTH OF THE CENTER OF LAUDERDALE
 AA7795'COUNTY ROAD NO. 10, 113.6 FT (34.6 M) EAST-NORTHEAST OF A WOOD POST IN
 AA7795'THE ELECTRIC FENCE LINE ACROSS THE ROAD, 135.6 FT (41.3 M)
 AA7795'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE FENCE ACROSS THE ROAD,
 AA7795'1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7795'THE GROUND.
 AA7795' 
 AA7795'STATION 39-37 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7796 ***********************************************************************
 AA7796  DESIGNATION -  39 37
 AA7796  PID         -  AA7796
 AA7796  STATE/COUNTY-  AL/LAUDERDALE
 AA7796  USGS QUAD   -  WRIGHT (1970)
 AA7796
 AA7796                         *CURRENT SURVEY CONTROL
 AA7796  ___________________________________________________________________
 AA7796* NAD 83(1992)-  34 58 15.03864(N)    087 53 37.95434(W)     ADJUSTED  
 AA7796* NAVD 88     -       256.3    (meters)     841.     (feet)  VERTCON   
 AA7796  ___________________________________________________________________
 AA7796  X           -     192,295.941 (meters)                     COMP
 AA7796  Y           -  -5,228,934.319 (meters)                     COMP
 AA7796  Z           -   3,635,348.025 (meters)                     COMP
 AA7796  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AA7796  ELLIP HEIGHT-         228.89  (meters)          (07/29/02) GPS OBS
 AA7796  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA7796
 AA7796  HORZ ORDER  -  FIRST
 AA7796  ELLP ORDER  -  FOURTH    CLASS I
 AA7796
 AA7796.The horizontal coordinates were established by GPS observations
 AA7796.and adjusted by the National Geodetic Survey in August 1995..
 AA7796
 AA7796.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7796
 AA7796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7796
 AA7796.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7796
 AA7796.The ellipsoidal height was determined by GPS observations
 AA7796.and is referenced to NAD 83.
 AA7796
 AA7796.The geoid height was determined by GEOID03.
 AA7796
 AA7796;                    North         East     Units Scale Factor Converg.
 AA7796;SPC AL W     -   551,279.044   564,033.313   MT  0.99994927   -0 13 32.7
 AA7796;UTM  16      - 3,870,174.627   418,402.250   MT  0.99968206   -0 30 44.5
 AA7796
 AA7796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7796!SPC AL W     -   0.99996407  x   0.99994927  =   0.99991334
 AA7796!UTM  16      -   0.99996407  x   0.99968206  =   0.99964614
 AA7796
 AA7796:                Primary Azimuth Mark                     Grid Az
 AA7796:SPC AL W     -  39 36                                    267 03 42.1
 AA7796:UTM  16      -  39 36                                    267 20 53.9
 AA7796
 AA7796|---------------------------------------------------------------------|
 AA7796| PID    Reference Object                     Distance      Geod. Az  |
 AA7796|                                                           dddmmss.s |
 AA7796| AA7795 39 36                               463.219 METERS 2665009.4 |
 AA7796|---------------------------------------------------------------------|
 AA7796
 AA7796                          SUPERSEDED SURVEY CONTROL
 AA7796
 AA7796  ELLIP H (10/10/95)  228.94   (m)                       GP(       ) 4 2
 AA7796  NGVD 29 (08/31/95)  256.3    (m)          841.     (f) GPS OBS        
 AA7796
 AA7796.Superseded values are not recommended for survey control.
 AA7796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7796.See file dsdata.txt to determine how the superseded data were derived.
 AA7796
 AA7796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1840270175(NAD 83)
 AA7796_MARKER: DD = SURVEY DISK
 AA7796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7796_STAMPING: 39-37 1994
 AA7796_MARK LOGO: ALHD  
 AA7796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7796+STABILITY: SURFACE MOTION
 AA7796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7796+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7796
 AA7796  HISTORY     - Date     Condition        Report By
 AA7796  HISTORY     - 1994     MONUMENTED       ALHD
 AA7796
 AA7796                          STATION DESCRIPTION
 AA7796
 AA7796'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7796'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE NORTH RIGHT OF WAY
 AA7796'OF LAUDERDALE COUNTY ROAD NO. 10, ABOUT 10.30 MI (16.58 KM) NORTHEAST
 AA7796'OF WATERLOO AND ABOUT 17.15 MI (27.60 KM) NORTHWEST OF FLORENCE.
 AA7796' 
 AA7796'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 72, AND ALA 20
 AA7796'(MILE POST 22.35 ON ALA 20 AND MILE POST 32.10 ON U.S. 43 AND U.S.
 AA7796'72)IN THE SOUTH SIDE OF FLORENCE, DRIVE SOUTHWEST AND NORTHWEST ON ALA
 AA7796'20 FOR 18.60 MI (29.93 KM) TO MILE POST 3.45 AND LAUDERDALE COUNTY
 AA7796'ROAD NO. 10 ON THE LEFT, TURN LEFT ON LAUDERDALE COUNTY ROAD NO. 10
 AA7796'AND DRIVE WEST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 AA7796' 
 AA7796'THE STATION IS 24.0 FT (7.3 M) NORTH-NORTHWEST OF THE CENTER OF
 AA7796'LAUDERDALE COUNTY ROAD NO. 10, 77.0 FT (23.5 M) NORTH-NORTHEAST OF A
 AA7796'POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 224.0 FT (68.3 M)
 AA7796'WEST-SOUTHWEST OF A JUNCTION POWER POLE, 231.6 FT (70.6 M)
 AA7796'WEST-SOUTHWEST OF A STOP SIGN ACROSS THE ROAD, 241.6 FT (73.6 M)
 AA7796'WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. P292 N 1 ACROSS THE
 AA7796'ROAD, 241.8 FT (73.7 M) WEST-SOUTHWEST OF A BURIED CABLE WARNING SIGN
 AA7796'ACROSS THE ROAD, 255.0 FT (77.7 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 AA7796'ALA 20, 2.0 FT (0.6 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST,
 AA7796'AND SET FLUSH WITH THE GROUND.
 AA7796' 
 AA7796'STATION 39-36 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7797 ***********************************************************************
 AA7797  DESIGNATION -  39 38
 AA7797  PID         -  AA7797
 AA7797  STATE/COUNTY-  AL/LAUDERDALE
 AA7797  USGS QUAD   -  WATERLOO (1953)
 AA7797
 AA7797                         *CURRENT SURVEY CONTROL
 AA7797  ___________________________________________________________________
 AA7797* NAD 83(1992)-  34 55 44.57823(N)    088 05 08.80012(W)     ADJUSTED  
 AA7797* NAVD 88     -       222.6    (meters)     730.     (feet)  VERTCON   
 AA7797  ___________________________________________________________________
 AA7797  X           -     174,869.356 (meters)                     COMP
 AA7797  Y           -  -5,232,176.290 (meters)                     COMP
 AA7797  Z           -   3,631,528.181 (meters)                     COMP
 AA7797  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AA7797  ELLIP HEIGHT-         195.28  (meters)          (07/29/02) GPS OBS
 AA7797  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA7797
 AA7797  HORZ ORDER  -  FIRST
 AA7797  ELLP ORDER  -  FOURTH    CLASS I
 AA7797
 AA7797.The horizontal coordinates were established by GPS observations
 AA7797.and adjusted by the National Geodetic Survey in August 1995..
 AA7797
 AA7797.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7797
 AA7797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7797
 AA7797.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7797
 AA7797.The ellipsoidal height was determined by GPS observations
 AA7797.and is referenced to NAD 83.
 AA7797
 AA7797.The geoid height was determined by GEOID03.
 AA7797
 AA7797;                    North         East     Units Scale Factor Converg.
 AA7797;SPC AL W     -   546,728.463   546,482.543   MT  0.99996862   -0 20 07.4
 AA7797;UTM  16      - 3,865,713.001   400,833.470   MT  0.99972120   -0 37 18.2
 AA7797
 AA7797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7797!SPC AL W     -   0.99996935  x   0.99996862  =   0.99993797
 AA7797!UTM  16      -   0.99996935  x   0.99972120  =   0.99969056
 AA7797
 AA7797                          SUPERSEDED SURVEY CONTROL
 AA7797
 AA7797  ELLIP H (10/10/95)  195.32   (m)                       GP(       ) 4 2
 AA7797  NGVD 29 (08/31/95)  222.6    (m)          730.     (f) GPS OBS        
 AA7797
 AA7797.Superseded values are not recommended for survey control.
 AA7797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7797.See file dsdata.txt to determine how the superseded data were derived.
 AA7797
 AA7797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0083365713(NAD 83)
 AA7797_MARKER: DD = SURVEY DISK
 AA7797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7797_STAMPING: 39-38 1994
 AA7797_MARK LOGO: ALHD  
 AA7797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7797+STABILITY: SURFACE MOTION
 AA7797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7797+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7797
 AA7797  HISTORY     - Date     Condition        Report By
 AA7797  HISTORY     - 1994     MONUMENTED       ALHD
 AA7797
 AA7797                          STATION DESCRIPTION
 AA7797
 AA7797'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7797'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTHEAST RIGHT OF
 AA7797'WAY OF A PAVED COUNTY ROAD, ABOUT 1.55 MI (2.49 KM) NORTHWEST OF
 AA7797'WATERLOO AND ABOUT 11.20 MI (18.02 KM) WEST-SOUTHWEST OF MURPHY
 AA7797'CROSSROADS.
 AA7797' 
 AA7797'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 72, AND ALA 20
 AA7797'(MILE POST 22.35 ON ALA 20 AND MILE POST 32.10 ON U.S. 43 AND U.S.
 AA7797'72)IN THE SOUTH SIDE OF FLORENCE, DRIVE SOUTHWEST AND NORTHWEST ON ALA
 AA7797'20 FOR 14.25 MI (22.93 KM) TO MILE POST 7.80 AND A RAMP TO NATCHEZ
 AA7797'TRACE PARKWAY ON THE RIGHT, TURN RIGHT ON THE RAMP AND DRIVE NORTHWEST
 AA7797'FOR 0.25 MI (0.40 KM) TO NATCHEZ TRACE PARKWAY, TURN LEFT ON NATCHEZ
 AA7797'TRACE PARKWAY AND DRIVE SOUTHWEST FOR 4.75 MI (7.64 KM) TO A RAMP ON
 AA7797'THE RIGHT TO LAUDERDALE COUNTY ROAD NO. 14, TURN RIGHT ON THE RAMP AND
 AA7797'DRIVE SOUTHWEST FOR 0.20 MI (0.32 KM) TO LAUDERDALE COUNTY ROAD NO.
 AA7797'14, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 14 AND DRIVE WEST FOR
 AA7797'10.65 MI (17.14 KM) TO AN INTERSECTION WITH LAUDERDALE COUNTY ROAD NO.
 AA7797'14 ON THE RIGHT AND A PAVED STREET AHEAD, CONTINUE WEST ON THE PAVED
 AA7797'STREET FOR 0.10 MI (0.16 KM) TO A CROSS ROAD, TURN LEFT ON A PAVED
 AA7797'STREET AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO A PAVED STREET ON THE
 AA7797'RIGHT, TURN RIGHT ON THE PAVED STREET AND DRIVE NORTHWEST FOR 1.85 MI
 AA7797'(2.98 KM) TO THE STATION ON THE LEFT.
 AA7797' 
 AA7797'THE STATION IS LOCATED ON TOP OF A 5 FT (1.5 M) BACKSLOPE, 33.3 FT
 AA7797'(10.1 M) SOUTHEAST OF THE CENTER OF THE PAVED COUNTY ROAD (COUNTY ROAD
 AA7797'NO. 88), 2.6 FT (0.8 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA7797'FLUSH WITH THE GROUND.
 AA7797' 
 AA7797'STATION 39-39 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7798 ***********************************************************************
 AA7798  DESIGNATION -  39 39
 AA7798  PID         -  AA7798
 AA7798  STATE/COUNTY-  AL/LAUDERDALE
 AA7798  USGS QUAD   -  WATERLOO (1953)
 AA7798
 AA7798                         *CURRENT SURVEY CONTROL
 AA7798  ___________________________________________________________________
 AA7798* NAD 83(1992)-  34 56 19.33011(N)    088 05 06.28745(W)     ADJUSTED  
 AA7798* NAVD 88     -       221.7    (meters)     727.     (feet)  VERTCON   
 AA7798  ___________________________________________________________________
 AA7798  X           -     174,912.577 (meters)                     COMP
 AA7798  Y           -  -5,231,560.538 (meters)                     COMP
 AA7798  Z           -   3,632,405.685 (meters)                     COMP
 AA7798  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AA7798  ELLIP HEIGHT-         194.43  (meters)          (07/29/02) GPS OBS
 AA7798  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA7798
 AA7798  HORZ ORDER  -  FIRST
 AA7798  ELLP ORDER  -  FOURTH    CLASS I
 AA7798
 AA7798.The horizontal coordinates were established by GPS observations
 AA7798.and adjusted by the National Geodetic Survey in August 1995..
 AA7798
 AA7798.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7798
 AA7798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7798
 AA7798.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7798
 AA7798.The ellipsoidal height was determined by GPS observations
 AA7798.and is referenced to NAD 83.
 AA7798
 AA7798.The geoid height was determined by GEOID03.
 AA7798
 AA7798;                    North         East     Units Scale Factor Converg.
 AA7798;SPC AL W     -   547,798.968   546,552.573   MT  0.99996853   -0 20 06.3
 AA7798;UTM  16      - 3,866,782.878   400,908.831   MT  0.99972102   -0 37 17.3
 AA7798
 AA7798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7798!SPC AL W     -   0.99996948  x   0.99996853  =   0.99993801
 AA7798!UTM  16      -   0.99996948  x   0.99972102  =   0.99969051
 AA7798
 AA7798                          SUPERSEDED SURVEY CONTROL
 AA7798
 AA7798  ELLIP H (10/10/95)  194.46   (m)                       GP(       ) 4 2
 AA7798  NGVD 29 (08/31/95)  221.8    (m)          728.     (f) GPS OBS        
 AA7798
 AA7798.Superseded values are not recommended for survey control.
 AA7798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7798.See file dsdata.txt to determine how the superseded data were derived.
 AA7798
 AA7798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0090966783(NAD 83)
 AA7798_MARKER: DD = SURVEY DISK
 AA7798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7798_STAMPING: 39-39 1994
 AA7798_MARK LOGO: ALHD  
 AA7798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7798+STABILITY: SURFACE MOTION
 AA7798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7798+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7798
 AA7798  HISTORY     - Date     Condition        Report By
 AA7798  HISTORY     - 1994     MONUMENTED       ALHD
 AA7798
 AA7798                          STATION DESCRIPTION
 AA7798
 AA7798'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7798'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE WEST RIGHT OF WAY
 AA7798'OF A PAVED COUNTY ROAD, ABOUT 2.10 MI (3.38 KM) NORTHWEST OF WATERLOO
 AA7798'AND ABOUT 10.95 MI (17.62 KM) WEST-SOUTHWEST OF MURPHY CROSSROADS.
 AA7798' 
 AA7798'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 72, AND ALA 20
 AA7798'(MILE POST 22.35 ON ALA 20 AND MILE POST 32.10 ON U.S. 43 AND U.S.
 AA7798'72)IN THE SOUTH SIDE OF FLORENCE, DRIVE SOUTHWEST AND NORTHWEST ON ALA
 AA7798'20 FOR 14.25 MI (22.93 KM) TO MILE POST 7.80 AND A RAMP TO NATCHEZ
 AA7798'TRACE PARKWAY ON THE RIGHT, TURN RIGHT ON THE RAMP AND DRIVE NORTHWEST
 AA7798'FOR 0.25 MI (0.40 KM) TO NATCHEZ TRACE PARKWAY, TURN LEFT ON NATCHEZ
 AA7798'TRACE PARKWAY AND DRIVE SOUTHWEST FOR 4.75 MI (7.64 KM) TO A RAMP ON
 AA7798'THE RIGHT TO LAUDERDALE COUNTY ROAD NO. 14, TURN RIGHT ON THE RAMP AND
 AA7798'DRIVE SOUTHWEST FOR 0.20 MI (0.32 KM) TO LAUDERDALE COUNTY ROAD NO.
 AA7798'14, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 14 AND DRIVE WEST FOR
 AA7798'10.65 MI (17.14 KM) TO AN INTERSECTION WITH LAUDERDALE COUNTY ROAD NO.
 AA7798'14 ON THE RIGHT AND A PAVED STREET AHEAD, CONTINUE WEST ON THE PAVED
 AA7798'STREET FOR 0.10 MI (0.16 KM) TO A CROSS ROAD, TURN LEFT ON A PAVED
 AA7798'STREET AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO A PAVED STREET ON THE
 AA7798'RIGHT, TURN RIGHT ON THE PAVED STREET AND DRIVE NORTHWEST FOR 2.75 MI
 AA7798'(4.43 KM) TO THE STATION ON THE LEFT.
 AA7798' 
 AA7798'THE STATION IS LOCATED ON TOP OF A 4 FT (1.2 M) BACKSLOPE, 33.0 FT
 AA7798'(10.1 M) WEST-NORTHWEST OF THE CENTER OF THE PAVED COUNTY ROAD (COUNTY
 AA7798'ROAD NO. 88), 2.2 FT (0.7 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA7798'FLUSH WITH THE GROUND.
 AA7798' 
 AA7798'STATION 39-38 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1763 ***********************************************************************
 EF1763  DESIGNATION -  39 4
 EF1763  PID         -  EF1763
 EF1763  STATE/COUNTY-  AL/LAUDERDALE
 EF1763  USGS QUAD   -  THREET (1988)
 EF1763
 EF1763                         *CURRENT SURVEY CONTROL
 EF1763  ___________________________________________________________________
 EF1763* NAD 83(1992)-  34 59 51.08758(N)    087 46 56.72427(W)     ADJUSTED  
 EF1763* NAVD 88     -       240.1    (meters)     788.     (feet)  VERTCON   
 EF1763  ___________________________________________________________________
 EF1763  X           -     202,400.804 (meters)                     COMP
 EF1763  Y           -  -5,226,841.168 (meters)                     COMP
 EF1763  Z           -   3,637,763.853 (meters)                     COMP
 EF1763  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 EF1763  ELLIP HEIGHT-         212.59  (meters)          (07/29/02) GPS OBS
 EF1763  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EF1763
 EF1763  HORZ ORDER  -  FIRST
 EF1763  ELLP ORDER  -  FOURTH    CLASS I
 EF1763
 EF1763.The horizontal coordinates were established by GPS observations
 EF1763.and adjusted by the National Geodetic Survey in December 1992..
 EF1763
 EF1763.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1763.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1763
 EF1763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1763
 EF1763.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1763
 EF1763.The ellipsoidal height was determined by GPS observations
 EF1763.and is referenced to NAD 83.
 EF1763
 EF1763.The geoid height was determined by GEOID03.
 EF1763
 EF1763;                    North         East     Units Scale Factor Converg.
 EF1763;SPC AL W     -   554,204.347   574,218.990   MT  0.99994152   -0 09 43.1
 EF1763;SPC TN       -    75,175.264   437,281.115   MT  1.00005414   -1 02 36.6
 EF1763;SPC TN       -   246,637.51  1,434,646.46   sFT  1.00005414   -1 02 36.6
 EF1763;UTM  16      - 3,873,048.143   428,599.653   MT  0.99966283   -0 26 55.6
 EF1763
 EF1763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1763!SPC AL W     -   0.99996663  x   0.99994152  =   0.99990815
 EF1763!SPC TN       -   0.99996663  x   1.00005414  =   1.00002077
 EF1763!UTM  16      -   0.99996663  x   0.99966283  =   0.99962947
 EF1763
 EF1763:                Primary Azimuth Mark                     Grid Az
 EF1763:SPC AL W     -  39 5                                     061 40 09.6
 EF1763:SPC TN       -  39 5                                     062 33 03.1
 EF1763:UTM  16      -  39 5                                     061 57 22.1
 EF1763
 EF1763|---------------------------------------------------------------------|
 EF1763| PID    Reference Object                     Distance      Geod. Az  |
 EF1763|                                                           dddmmss.s |
 EF1763| EF1764 39 5                                416.712 METERS 0613026.5 |
 EF1763|---------------------------------------------------------------------|
 EF1763
 EF1763                          SUPERSEDED SURVEY CONTROL
 EF1763
 EF1763  ELLIP H (12/04/92)  212.65   (m)                       GP(       ) 4 1
 EF1763  NAD 83(1992)-  34 59 51.09386(N)    087 46 56.72258(W) AD(       ) 1
 EF1763  NGVD 29 (12/04/92)  240.1    (m)          788.     (f) GPS OBS        
 EF1763
 EF1763.Superseded values are not recommended for survey control.
 EF1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1763.See file dsdata.txt to determine how the superseded data were derived.
 EF1763
 EF1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2860073048(NAD 83)
 EF1763_MARKER: DD = SURVEY DISK
 EF1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1763_SP_SET: CONCRETE POST
 EF1763_STAMPING: 39-4 1991
 EF1763_MARK LOGO: ALHD  
 EF1763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1763+STABILITY: SURFACE MOTION
 EF1763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1763+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 EF1763
 EF1763  HISTORY     - Date     Condition        Report By
 EF1763  HISTORY     - 1991     MONUMENTED       ALHD
 EF1763  HISTORY     - 19920211 GOOD
 EF1763
 EF1763                          STATION DESCRIPTION
 EF1763
 EF1763'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1763'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTH RIGHT OF WAY
 EF1763'OF LAUDERDALE COUNTY ROAD NO. 10, ABOUT 16.80 MI (27.04 KM)
 EF1763'EAST-NORTHEAST OF WATERLOO AND ABOUT 15.00 MI (24.14 KM) NORTHWEST OF
 EF1763'FLORENCE.
 EF1763'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 133 (MILE
 EF1763'POST 9.75 ON ALA 133) IN EAST FLORENCE, DRIVE NORTH AND WEST ON ALA
 EF1763'133 FOR 4.00 MI (6.44 KM) TO MILE POST 13.75 AND ALA 157 NORTH ON THE
 EF1763'RIGHT, TURN RIGHT ON ALA 157 AND DRIVE NORTHWEST FOR 13.55 MI
 EF1763'(21.81 KM) TO MILE POST 83.30 AND LAUDERDALE COUNTY ROAD NO. 10 LEFT
 EF1763'AND RIGHT, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 10 AND DRIVE
 EF1763'EAST, NORTH, AND EAST FOR 2.35 MI (3.78 KM) TO THE STATION ON THE
 EF1763'RIGHT.
 EF1763'THE STATION IS 29.0 FT (8.8 M) SOUTH-SOUTHEAST OF THE CENTER OF
 EF1763'LAUDERDALE COUNTY ROAD NO. 10, 34.5 FT (10.5 M) WEST OF THE SOUTH END
 EF1763'OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER LAUDERDALE COUNTY ROAD NO.
 EF1763'10, 36.9 FT (11.2 M) WEST-SOUTHWEST OF A WHITE TOP STEEL POST IN A
 EF1763'BUNCH OF FLOWERS, 53.4 FT (16.3 M) SOUTH OF THE SOUTHWEST CORNER OF A
 EF1763'CONCRETE DROP INLET ACROSS THE ROAD, 89.0 FT (27.1 M) NORTHEAST OF
 EF1763'THE NORTHEAST CORNER OF A CARPORT, 107.5 FT (32.8 M) NORTHEAST OF THE
 EF1763'NORTHEAST CORNER OF A BRICK HOUSE, 128.9 FT (39.3 M) WEST-SOUTHWEST
 EF1763'OF TRANSFORMER AND NIGHT LIGHT POLE NO. 2135 1 17 1/2, AND SET FLUSH
 EF1763'WITH THE GROUND.
 EF1763'STATION 39-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1763'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 EF1763'MR. HOWARD WHITTEN
 EF1763'ROUTE 12, BOX 442
 EF1763'FLORENCE, ALABAMA 35633
 EF1763'PHONE 205-766-1659.
 EF1763
 EF1763                          STATION RECOVERY (1992)
 EF1763
 EF1763'RECOVERED 1992
 EF1763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1764 ***********************************************************************
 EF1764  DESIGNATION -  39 5
 EF1764  PID         -  EF1764
 EF1764  STATE/COUNTY-  AL/LAUDERDALE
 EF1764  USGS QUAD   -  THREET (1988)
 EF1764
 EF1764                         *CURRENT SURVEY CONTROL
 EF1764  ___________________________________________________________________
 EF1764* NAD 83(1992)-  34 59 57.53807(N)    087 46 42.28153(W)     ADJUSTED  
 EF1764* NAVD 88     -       244.7    (meters)     803.     (feet)  VERTCON   
 EF1764  ___________________________________________________________________
 EF1764  X           -     202,762.516 (meters)                     COMP
 EF1764  Y           -  -5,226,716.833 (meters)                     COMP
 EF1764  Z           -   3,637,929.345 (meters)                     COMP
 EF1764  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 EF1764  ELLIP HEIGHT-         217.21  (meters)          (07/29/02) GPS OBS
 EF1764  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EF1764
 EF1764  HORZ ORDER  -  FIRST
 EF1764  ELLP ORDER  -  FOURTH    CLASS I
 EF1764
 EF1764.The horizontal coordinates were established by GPS observations
 EF1764.and adjusted by the National Geodetic Survey in December 1992..
 EF1764
 EF1764.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1764.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1764
 EF1764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1764
 EF1764.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1764
 EF1764.The ellipsoidal height was determined by GPS observations
 EF1764.and is referenced to NAD 83.
 EF1764
 EF1764.The geoid height was determined by GEOID03.
 EF1764
 EF1764;                    North         East     Units Scale Factor Converg.
 EF1764;SPC AL W     -   554,402.090   574,585.769   MT  0.99994129   -0 09 34.9
 EF1764;SPC TN       -    75,367.363   437,650.934   MT  1.00005369   -1 02 28.1
 EF1764;SPC TN       -   247,267.76  1,435,859.77   sFT  1.00005369   -1 02 28.1
 EF1764;UTM  16      - 3,873,243.993   428,967.315   MT  0.99966218   -0 26 47.4
 EF1764
 EF1764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1764!SPC AL W     -   0.99996591  x   0.99994129  =   0.99990720
 EF1764!SPC TN       -   0.99996591  x   1.00005369  =   1.00001959
 EF1764!UTM  16      -   0.99996591  x   0.99966218  =   0.99962810
 EF1764
 EF1764:                Primary Azimuth Mark                     Grid Az
 EF1764:SPC AL W     -  39 4                                     241 40 09.7
 EF1764:SPC TN       -  39 4                                     242 33 02.9
 EF1764:UTM  16      -  39 4                                     241 57 22.2
 EF1764
 EF1764|---------------------------------------------------------------------|
 EF1764| PID    Reference Object                     Distance      Geod. Az  |
 EF1764|                                                           dddmmss.s |
 EF1764| EF1763 39 4                                416.712 METERS 2413034.8 |
 EF1764|---------------------------------------------------------------------|
 EF1764
 EF1764                          SUPERSEDED SURVEY CONTROL
 EF1764
 EF1764  ELLIP H (12/04/92)  217.27   (m)                       GP(       ) 4 1
 EF1764  NAD 83(1992)-  34 59 57.54434(N)    087 46 42.27983(W) AD(       ) 1
 EF1764  NGVD 29 (12/04/92)  244.7    (m)          803.     (f) GPS OBS        
 EF1764
 EF1764.Superseded values are not recommended for survey control.
 EF1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1764.See file dsdata.txt to determine how the superseded data were derived.
 EF1764
 EF1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2896773244(NAD 83)
 EF1764_MARKER: DD = SURVEY DISK
 EF1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1764_SP_SET: CONCRETE POST
 EF1764_STAMPING: 39-5 1991
 EF1764_MARK LOGO: ALHD  
 EF1764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1764+STABILITY: SURFACE MOTION
 EF1764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1764+SATELLITE: SATELLITE OBSERVATIONS - February 11, 1992
 EF1764
 EF1764  HISTORY     - Date     Condition        Report By
 EF1764  HISTORY     - 1991     MONUMENTED       ALHD
 EF1764  HISTORY     - 19920211 GOOD
 EF1764
 EF1764                          STATION DESCRIPTION
 EF1764
 EF1764'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1764'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE SOUTH RIGHT OF WAY
 EF1764'OF LAUDERDALE COUNTY ROAD NO. 10, ABOUT 17.05 MI (27.44 KM)
 EF1764'EAST-NORTHEAST OF WATERLOO AND ABOUT 14.95 MI (24.06 KM) NORTHWEST OF
 EF1764'FLORENCE.
 EF1764'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 133 (MILE
 EF1764'POST 9.75 ON ALA 133) IN EAST FLORENCE, DRIVE NORTH AND WEST ON ALA
 EF1764'133 FOR 4.00 MI (6.44 KM) TO MILE POST 13.75 AND ALA 157 NORTH ON THE
 EF1764'RIGHT, TURN RIGHT ON ALA 157 AND DRIVE NORTHWEST FOR 13.55 MI
 EF1764'(21.81 KM) TO MILE POST 83.30 AND LAUDERDALE COUNTY ROAD NO. 10 LEFT
 EF1764'AND RIGHT, TURN RIGHT ON LAUDERDALE COUNTY ROAD NO. 10 AND DRIVE
 EF1764'EAST, NORTH, AND EAST FOR 2.60 MI (4.18 KM) TO THE STATION ON THE
 EF1764'RIGHT.
 EF1764'THE STATION IS 30.0 FT (9.1 M) SOUTH OF THE CENTER OF LAUDERDALE
 EF1764'COUNTY ROAD NO. 10, 63.0 FT (19.2 M) SOUTHWEST OF A FENCE CORNER,
 EF1764'101.0 FT (30.8 M) EAST OF THE NORTHEAST ONE OF TWO CONNECTED POSTS IN
 EF1764'THE FENCE LINE ACROSS THE ROAD, 112.3 FT (34.2 M) SOUTH-SOUTHWEST OF
 EF1764'A FENCE CORNER ACROSS THE ROAD, 2.2 FT (0.7 M) NORTH-NORTHWEST OF A
 EF1764'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1764'STATION 39-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1764'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 EF1764'MRS. LINA MONTGOMERY
 EF1764'ROUTE 12, BOX 437
 EF1764'FLORENCE, ALABAMA 35633
 EF1764'PHONE 205-764-1247.
 EF1764
 EF1764                          STATION RECOVERY (1992)
 EF1764
 EF1764'RECOVERED 1992
 EF1764'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1765 ***********************************************************************
 EF1765  DESIGNATION -  39 6
 EF1765  PID         -  EF1765
 EF1765  STATE/COUNTY-  AL/LAUDERDALE
 EF1765  USGS QUAD   -  PRUITTON (1988)
 EF1765
 EF1765                         *CURRENT SURVEY CONTROL
 EF1765  ___________________________________________________________________
 EF1765* NAD 83(1992)-  34 59 47.57360(N)    087 30 43.41792(W)     ADJUSTED  
 EF1765* NAVD 88     -       237.8    (meters)     780.     (feet)  VERTCON   
 EF1765  ___________________________________________________________________
 EF1765  X           -     227,065.084 (meters)                     COMP
 EF1765  Y           -  -5,225,888.051 (meters)                     COMP
 EF1765  Z           -   3,637,673.805 (meters)                     COMP
 EF1765  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 EF1765  ELLIP HEIGHT-         210.26  (meters)          (07/29/02) GPS OBS
 EF1765  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EF1765
 EF1765  HORZ ORDER  -  FIRST
 EF1765  ELLP ORDER  -  FOURTH    CLASS I
 EF1765
 EF1765.The horizontal coordinates were established by GPS observations
 EF1765.and adjusted by the National Geodetic Survey in December 1992..
 EF1765
 EF1765.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1765.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1765
 EF1765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1765
 EF1765.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1765
 EF1765.The ellipsoidal height was determined by GPS observations
 EF1765.and is referenced to NAD 83.
 EF1765
 EF1765.The geoid height was determined by GEOID03.
 EF1765
 EF1765;                    North         East     Units Scale Factor Converg.
 EF1765;SPC AL W     -   554,059.688   598,899.043   MT  0.99993335   -0 00 24.9
 EF1765;SPC TN       -    74,651.555   461,958.949   MT  1.00005439   -0 53 06.8
 EF1765;SPC TN       -   244,919.31  1,515,610.32   sFT  1.00005439   -0 53 06.8
 EF1765;UTM  16      - 3,872,780.036   453,271.452   MT  0.99962691   -0 17 37.3
 EF1765
 EF1765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1765!SPC AL W     -   0.99996700  x   0.99993335  =   0.99990035
 EF1765!SPC TN       -   0.99996700  x   1.00005439  =   1.00002139
 EF1765!UTM  16      -   0.99996700  x   0.99962691  =   0.99959392
 EF1765
 EF1765                          SUPERSEDED SURVEY CONTROL
 EF1765
 EF1765  ELLIP H (12/04/92)  210.33   (m)                       GP(       ) 4 1
 EF1765  NAD 83(1992)-  34 59 47.57805(N)    087 30 43.41507(W) AD(       ) 1
 EF1765  NGVD 29 (12/04/92)  237.7    (m)          780.     (f) GPS OBS        
 EF1765
 EF1765.Superseded values are not recommended for survey control.
 EF1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1765.See file dsdata.txt to determine how the superseded data were derived.
 EF1765
 EF1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5327172780(NAD 83)
 EF1765_MARKER: DD = SURVEY DISK
 EF1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1765_SP_SET: CONCRETE POST
 EF1765_STAMPING: 39-6 1991
 EF1765_MARK LOGO: ALHD  
 EF1765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1765+STABILITY: SURFACE MOTION
 EF1765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1765+SATELLITE: SATELLITE OBSERVATIONS - February 06, 1992
 EF1765
 EF1765  HISTORY     - Date     Condition        Report By
 EF1765  HISTORY     - 1991     MONUMENTED       ALHD
 EF1765  HISTORY     - 19920206 GOOD
 EF1765
 EF1765                          STATION DESCRIPTION
 EF1765
 EF1765'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1765'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE WEST RIGHT OF WAY
 EF1765'OF U.S. 43, ABOUT 8.20 MI (13.20 KM) WEST-NORTHWEST OF LEXINGTON AND
 EF1765'ABOUT 16.55 MI (26.63 KM) NORTHEAST OF FLORENCE.
 EF1765'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72 (MILE
 EF1765'POST 330.70 ON U.S. 43 AND MILE POST 40.95 ON U.S. 72) ABOUT 8.5 MI
 EF1765'(13.7 KM) EAST OF FLORENCE, DRIVE NORTH ON U.S. 43 FOR 10.45 MI
 EF1765'(16.82 KM) TO MILE POST 341.15 AND THE STATION ON THE LEFT.
 EF1765'THE STATION IS 50.3 FT (15.3 M) WEST OF THE CENTERLINE OF U.S. 43,
 EF1765'70.6 FT (21.5 M) SOUTH-SOUTHWEST OF THE WEST POST OF A GREEN HILL
 EF1765'DIRECTIONAL SIGN, 73.5 FT (22.4 M) NORTH-NORTHWEST OF THE NORTH END
 EF1765'OF THE WEST HEADWALL OF A SIX FOOT BY FOUR FOOT CONCRETE CULVERT
 EF1765'UNDER U.S. 43, 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND
 EF1765'SET FLUSH WITH THE GROUND.
 EF1765'STATION 39-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1765
 EF1765                          STATION RECOVERY (1992)
 EF1765
 EF1765'RECOVERED 1992
 EF1765'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1682 ***********************************************************************
 FD1682  DESIGNATION -  39 7
 FD1682  PID         -  FD1682
 FD1682  STATE/COUNTY-  AL/LAUDERDALE
 FD1682  USGS QUAD   -  ST JOSEPH (1976)
 FD1682
 FD1682                         *CURRENT SURVEY CONTROL
 FD1682  ___________________________________________________________________
 FD1682* NAD 83(1992)-  35 00 07.78870(N)    087 30 39.33511(W)     ADJUSTED  
 FD1682* NAVD 88     -       239.2    (meters)     785.     (feet)  VERTCON   
 FD1682  ___________________________________________________________________
 FD1682  X           -     227,153.059 (meters)                     COMP
 FD1682  Y           -  -5,225,527.763 (meters)                     COMP
 FD1682  Z           -   3,638,184.966 (meters)                     COMP
 FD1682  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 FD1682  ELLIP HEIGHT-         211.72  (meters)          (07/29/02) GPS OBS
 FD1682  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 FD1682
 FD1682  HORZ ORDER  -  FIRST
 FD1682  ELLP ORDER  -  FOURTH    CLASS I
 FD1682
 FD1682.The horizontal coordinates were established by GPS observations
 FD1682.and adjusted by the National Geodetic Survey in December 1992..
 FD1682
 FD1682.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1682.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1682
 FD1682.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1682
 FD1682.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1682
 FD1682.The ellipsoidal height was determined by GPS observations
 FD1682.and is referenced to NAD 83.
 FD1682
 FD1682.The geoid height was determined by GEOID03.
 FD1682
 FD1682;                    North         East     Units Scale Factor Converg.
 FD1682;SPC AL W     -   554,682.600   599,002.640   MT  0.99993335   -0 00 22.6
 FD1682;SPC TN       -    75,272.880   462,072.096   MT  1.00005298   -0 53 04.4
 FD1682;SPC TN       -   246,957.77  1,515,981.53   sFT  1.00005298   -0 53 04.4
 FD1682;UTM  16      - 3,873,402.230   453,378.133   MT  0.99962679   -0 17 35.1
 FD1682
 FD1682!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1682!SPC AL W     -   0.99996677  x   0.99993335  =   0.99990012
 FD1682!SPC TN       -   0.99996677  x   1.00005298  =   1.00001975
 FD1682!UTM  16      -   0.99996677  x   0.99962679  =   0.99959357
 FD1682
 FD1682                          SUPERSEDED SURVEY CONTROL
 FD1682
 FD1682  ELLIP H (12/04/92)  211.78   (m)                       GP(       ) 4 1
 FD1682  NAD 83(1992)-  35 00 07.79314(N)    087 30 39.33225(W) AD(       ) 1
 FD1682  NGVD 29 (12/04/92)  239.2    (m)          785.     (f) GPS OBS        
 FD1682
 FD1682.Superseded values are not recommended for survey control.
 FD1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1682.See file dsdata.txt to determine how the superseded data were derived.
 FD1682
 FD1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5337873402(NAD 83)
 FD1682_MARKER: DD = SURVEY DISK
 FD1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1682_SP_SET: CONCRETE POST
 FD1682_STAMPING: 39-7 1991
 FD1682_MARK LOGO: ALHD  
 FD1682_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FD1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1682+STABILITY: SURFACE MOTION
 FD1682_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1682+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1992
 FD1682
 FD1682  HISTORY     - Date     Condition        Report By
 FD1682  HISTORY     - 1991     MONUMENTED       ALHD
 FD1682  HISTORY     - 19920207 GOOD
 FD1682
 FD1682                          STATION DESCRIPTION
 FD1682
 FD1682'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 FD1682'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE EAST RIGHT OF WAY
 FD1682'OF U.S. 43, ABOUT 8.20 MI (13.20 KM) WEST-NORTHWEST OF LEXINGTON AND
 FD1682'ABOUT 16.90 MI (27.20 KM) NORTHEAST OF FLORENCE.
 FD1682'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 72 (MILE
 FD1682'POST 330.70 ON U.S. 43 AND MILE POST 40.95 ON U.S. 72) ABOUT 8.5 MI
 FD1682'(13.7 KM) EAST OF FLORENCE, DRIVE NORTH ON U.S. 43 FOR 10.85 MI
 FD1682'(17.46 KM) TO MILE POST 341.55 AND THE STATION ON THE RIGHT.
 FD1682'THE STATION IS 3.1 FT (0.9 M) WEST OF A TWELVE-INCH FENCE CORNER POST,
 FD1682'7.9 FT (2.4 M) NORTHWEST OF A CONNECTED FENCE POST SOUTH OF THE
 FD1682'CORNER, 49.3 FT (15.0 M) SOUTH OF A FOUR-INCH BY FOUR-INCH WHITE POST
 FD1682'TEN FEET TALL, 62.7 FT (19.1 M) EAST OF THE CENTERLINE OF U.S. 43,
 FD1682'2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 FD1682'THE GROUND.
 FD1682'STATION 39-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 FD1682
 FD1682                          STATION RECOVERY (1992)
 FD1682
 FD1682'RECOVERED 1992
 FD1682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1766 ***********************************************************************
 EF1766  DESIGNATION -  39 8
 EF1766  PID         -  EF1766
 EF1766  STATE/COUNTY-  AL/LAUDERDALE
 EF1766  USGS QUAD   -  LEXINGTON (1972)
 EF1766
 EF1766                         *CURRENT SURVEY CONTROL
 EF1766  ___________________________________________________________________
 EF1766* NAD 83(1992)-  34 59 50.34293(N)    087 20 37.70771(W)     ADJUSTED  
 EF1766* NAVD 88     -       244.7    (meters)     803.     (feet)  VERTCON   
 EF1766  ___________________________________________________________________
 EF1766  X           -     242,408.243 (meters)                     COMP
 EF1766  Y           -  -5,225,155.503 (meters)                     COMP
 EF1766  Z           -   3,637,747.692 (meters)                     COMP
 EF1766  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 EF1766  ELLIP HEIGHT-         217.19  (meters)          (07/29/02) GPS OBS
 EF1766  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EF1766
 EF1766  HORZ ORDER  -  FIRST
 EF1766  ELLP ORDER  -  FOURTH    CLASS I
 EF1766
 EF1766.The horizontal coordinates were established by GPS observations
 EF1766.and adjusted by the National Geodetic Survey in December 1992..
 EF1766
 EF1766.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1766
 EF1766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1766
 EF1766.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1766
 EF1766.The ellipsoidal height was determined by GPS observations
 EF1766.and is referenced to NAD 83.
 EF1766
 EF1766.The geoid height was determined by GEOID03.
 EF1766
 EF1766;                    North         East     Units Scale Factor Converg.
 EF1766;SPC AL W     -   554,156.104   614,258.030   MT  0.99993584   +0 05 22.5
 EF1766;SPC TN       -    74,512.779   477,319.458   MT  1.00005420   -0 47 12.2
 EF1766;SPC TN       -   244,464.01  1,566,005.59   sFT  1.00005420   -0 47 12.2
 EF1766;UTM  16      - 3,872,799.572   468,625.890   MT  0.99961213   -0 11 49.9
 EF1766
 EF1766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1766!SPC AL W     -   0.99996591  x   0.99993584  =   0.99990175
 EF1766!SPC TN       -   0.99996591  x   1.00005420  =   1.00002011
 EF1766!UTM  16      -   0.99996591  x   0.99961213  =   0.99957805
 EF1766
 EF1766:                Primary Azimuth Mark                     Grid Az
 EF1766:SPC AL W     -  39 9                                     358 20 13.5
 EF1766:SPC TN       -  39 9                                     359 12 48.2
 EF1766:UTM  16      -  39 9                                     358 37 25.9
 EF1766
 EF1766|---------------------------------------------------------------------|
 EF1766| PID    Reference Object                     Distance      Geod. Az  |
 EF1766|                                                           dddmmss.s |
 EF1766| FD1683 39 9                                447.223 METERS 3582536.0 |
 EF1766|---------------------------------------------------------------------|
 EF1766
 EF1766                          SUPERSEDED SURVEY CONTROL
 EF1766
 EF1766  ELLIP H (12/04/92)  217.25   (m)                       GP(       ) 4 1
 EF1766  NAD 83(1992)-  34 59 50.34692(N)    087 20 37.70485(W) AD(       ) 1
 EF1766  NGVD 29 (12/04/92)  244.7    (m)          803.     (f) GPS OBS        
 EF1766
 EF1766.Superseded values are not recommended for survey control.
 EF1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1766.See file dsdata.txt to determine how the superseded data were derived.
 EF1766
 EF1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6862672800(NAD 83)
 EF1766_MARKER: DD = SURVEY DISK
 EF1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1766_SP_SET: CONCRETE POST
 EF1766_STAMPING: 39-8 1991
 EF1766_MARK LOGO: ALHD  
 EF1766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1766+STABILITY: SURFACE MOTION
 EF1766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1766+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 EF1766
 EF1766  HISTORY     - Date     Condition        Report By
 EF1766  HISTORY     - 1991     MONUMENTED       ALHD
 EF1766  HISTORY     - 19920130 GOOD
 EF1766
 EF1766                          STATION DESCRIPTION
 EF1766
 EF1766'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1766'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE EAST RIGHT OF WAY
 EF1766'OF LAUDERDALE COUNTY ROAD NO. 153, ABOUT 2.55 MI (4.10 KM) NORTHEAST
 EF1766'OF LEXINGTON AND ABOUT 6.75 MI (10.86 KM) NORTHWEST OF ANDERSON.
 EF1766'TO REACH THE STATION FROM THE JUNCTION OF ALA 64 AND ALA 101 (MILE
 EF1766'POST 37.15 ON ALA 101 AND MILE POST 10.25 ON ALA 64) AT A CAUTION
 EF1766'LIGHT IN LEXINGTON, DRIVE NORTH ON ALA 101 FOR 0.50 MI (0.80 KM) TO
 EF1766'MILE POST 37.65 AND LAUDERDALE COUNTY ROAD NO. 59 ON THE RIGHT, TURN
 EF1766'RIGHT ON LAUDERDALE COUNTY ROAD NO. 59 AND DRIVE EAST AND NORTHEAST
 EF1766'FOR 2.00 MI (3.22 KM) TO A PAVED CROSS ROAD WITH LAUDERDALE COUNTY
 EF1766'ROAD NO. 153 LEFT AND RIGHT AND THE STATION ON THE LEFT IN THE
 EF1766'NORTHEAST QUADRANT OF THE INTERSECTION.
 EF1766'THE STATION IS 32.0 FT (9.8 M) NORTHWEST OF THE CENTER OF LAUDERDALE
 EF1766'COUNTY ROAD NO. 59, 38.0 FT (11.6 M) EAST-NORTHEAST OF THE CENTER OF
 EF1766'LAUDERDALE COUNTY ROAD NO. 153, 61.0 FT (18.6 M) NORTH OF THE CENTER
 EF1766'OF THE INTERSECTION, 65.8 FT (20.1 M) NORTHEAST OF A STOP SIGN ACROSS
 EF1766'LAUDERDALE COUNTY ROAD NO. 153, 73.0 FT (22.3 M) NORTH-NORTHWEST OF A
 EF1766'STOP SIGN ACROSS LAUDERDALE COUNTY ROAD NO. 147, 107.0 FT (32.6 M)
 EF1766'NORTH OF TELEPHONE CABLE PEDESTAL NO. P 17 E 11 AND A JUNCTION
 EF1766'TRANSFORMER POWER POLE ACROSS THE INTERSECTION, 7.7 FT (2.3 M)
 EF1766'NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1766'GROUND.
 EF1766'STATION 39-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1766
 EF1766                          STATION RECOVERY (1992)
 EF1766
 EF1766'RECOVERED 1992
 EF1766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 FD1683 ***********************************************************************
 FD1683  DESIGNATION -  39 9
 FD1683  PID         -  FD1683
 FD1683  STATE/COUNTY-  AL/LAUDERDALE
 FD1683  USGS QUAD   -  BONNERTOWN (1988)
 FD1683
 FD1683                         *CURRENT SURVEY CONTROL
 FD1683  ___________________________________________________________________
 FD1683* NAD 83(1992)-  35 00 04.84977(N)    087 20 38.19195(W)     ADJUSTED  
 FD1683* NAVD 88     -       242.0    (meters)     794.     (feet)  VERTCON   
 FD1683  ___________________________________________________________________
 FD1683  X           -     242,383.990 (meters)                     COMP
 FD1683  Y           -  -5,224,897.690 (meters)                     COMP
 FD1683  Z           -   3,638,112.348 (meters)                     COMP
 FD1683  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 FD1683  ELLIP HEIGHT-         214.46  (meters)          (07/29/02) GPS OBS
 FD1683  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 FD1683
 FD1683  HORZ ORDER  -  FIRST
 FD1683  ELLP ORDER  -  FOURTH    CLASS I
 FD1683
 FD1683.The horizontal coordinates were established by GPS observations
 FD1683.and adjusted by the National Geodetic Survey in December 1992..
 FD1683
 FD1683.The NAVD 88 height was computed by applying the VERTCON shift value to
 FD1683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 FD1683
 FD1683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 FD1683
 FD1683.The Laplace correction was computed from DEFLEC99 derived deflections.
 FD1683
 FD1683.The ellipsoidal height was determined by GPS observations
 FD1683.and is referenced to NAD 83.
 FD1683
 FD1683.The geoid height was determined by GEOID03.
 FD1683
 FD1683;                    North         East     Units Scale Factor Converg.
 FD1683;SPC AL W     -   554,603.111   614,245.053   MT  0.99993583   +0 05 22.3
 FD1683;SPC TN       -    74,959.984   477,313.318   MT  1.00005318   -0 47 12.5
 FD1683;SPC TN       -   245,931.21  1,565,985.44   sFT  1.00005318   -0 47 12.5
 FD1683;UTM  16      - 3,873,246.493   468,615.154   MT  0.99961214   -0 11 50.2
 FD1683
 FD1683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 FD1683!SPC AL W     -   0.99996634  x   0.99993583  =   0.99990217
 FD1683!SPC TN       -   0.99996634  x   1.00005318  =   1.00001952
 FD1683!UTM  16      -   0.99996634  x   0.99961214  =   0.99957849
 FD1683
 FD1683:                Primary Azimuth Mark                     Grid Az
 FD1683:SPC AL W     -  39 8                                     178 20 13.5
 FD1683:SPC TN       -  39 8                                     179 12 48.3
 FD1683:UTM  16      -  39 8                                     178 37 26.0
 FD1683
 FD1683|---------------------------------------------------------------------|
 FD1683| PID    Reference Object                     Distance      Geod. Az  |
 FD1683|                                                           dddmmss.s |
 FD1683| EF1766 39 8                                447.223 METERS 1782535.8 |
 FD1683|---------------------------------------------------------------------|
 FD1683
 FD1683                          SUPERSEDED SURVEY CONTROL
 FD1683
 FD1683  ELLIP H (12/04/92)  214.53   (m)                       GP(       ) 4 1
 FD1683  NAD 83(1992)-  35 00 04.85375(N)    087 20 38.18909(W) AD(       ) 1
 FD1683  NGVD 29 (12/04/92)  242.0    (m)          794.     (f) GPS OBS        
 FD1683
 FD1683.Superseded values are not recommended for survey control.
 FD1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 FD1683.See file dsdata.txt to determine how the superseded data were derived.
 FD1683
 FD1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6861573246(NAD 83)
 FD1683_MARKER: DD = SURVEY DISK
 FD1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 FD1683_SP_SET: CONCRETE POST
 FD1683_STAMPING: 39-9 1991
 FD1683_MARK LOGO: ALHD  
 FD1683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 FD1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 FD1683+STABILITY: SURFACE MOTION
 FD1683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 FD1683+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1992
 FD1683
 FD1683  HISTORY     - Date     Condition        Report By
 FD1683  HISTORY     - 1991     MONUMENTED       ALHD
 FD1683  HISTORY     - 19920205 GOOD
 FD1683
 FD1683                          STATION DESCRIPTION
 FD1683
 FD1683'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 FD1683'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON THE WEST RIGHT OF WAY
 FD1683'OF LAUDERDALE COUNTY ROAD NO. 153, ABOUT 2.70 MI (4.35 KM) NORTHEAST
 FD1683'OF LEXINGTON AND ABOUT 6.95 MI (11.18 KM) NORTHWEST OF ANDERSON.
 FD1683'TO REACH THE STATION FROM THE JUNCTION OF ALA 64 AND ALA 101 (MILE
 FD1683'POST 37.15 ON ALA 101 AND MILE POST 10.25 ON ALA 64) AT A CAUTION
 FD1683'LIGHT IN LEXINGTON, DRIVE NORTH ON ALA 101 FOR 0.50 MI (0.80 KM) TO
 FD1683'MILE POST 37.65 AND LAUDERDALE COUNTY ROAD NO. 59 ON THE RIGHT, TURN
 FD1683'RIGHT ON LAUDERDALE COUNTY ROAD NO. 59 AND DRIVE EAST AND NORTHEAST
 FD1683'FOR 2.00 MI (3.22 KM) TO A PAVED CROSS ROAD WITH LAUDERDALE COUNTY
 FD1683'ROAD NO. 153 LEFT AND RIGHT, TURN LEFT ON LAUDERDALE COUNTY ROAD NO
 FD1683'153 AND DRIVE NORTH FOR 0.30 MI (0.48 KM) TO THE STATION ON THE LEFT
 FD1683'NEAR THE ALABAMA - TENNESSEE STATE LINE.
 FD1683'THE STATION IS 28.0 FT (8.5 M) WEST OF THE CENTER OF LAUDERDALE COUNTY
 FD1683'ROAD NO. 153, 57.5 FT (17.5 M) SOUTH OF THE WEST POST OF AN ALABAMA
 FD1683'STATE LINE SIGN, 58.0 FT (17.7 M) SOUTH OF THE EAST POST OF AN
 FD1683'ALABAMA STATE LINE SIGN, 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS
 FD1683'POST, AND SET FLUSH WITH THE GROUND.
 FD1683'STATION 39-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 FD1683
 FD1683                          STATION RECOVERY (1992)
 FD1683
 FD1683'RECOVERED 1992
 FD1683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1319 ***********************************************************************
 DH1319  DESIGNATION -  390
 DH1319  PID         -  DH1319
 DH1319  STATE/COUNTY-  AL/JEFFERSON
 DH1319  USGS QUAD   -  BROOKSIDE (1986)
 DH1319
 DH1319                         *CURRENT SURVEY CONTROL
 DH1319  ___________________________________________________________________
 DH1319* NAD 83(1986)-  33 40 38.     (N)    086 57 59.     (W)     SCALED    
 DH1319* NAVD 88     -       119.054  (meters)     390.60   (feet)  ADJUSTED  
 DH1319  ___________________________________________________________________
 DH1319  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DH1319  DYNAMIC HT  -         118.926 (meters)     390.18  (feet)  COMP
 DH1319  MODELED GRAV-     979,561.9   (mgal)                       NAVD 88
 DH1319
 DH1319  VERT ORDER  -  SECOND    CLASS 0
 DH1319
 DH1319.The horizontal coordinates were scaled from a topographic map and have
 DH1319.an estimated accuracy of +/- 6 seconds.
 DH1319
 DH1319.The orthometric height was determined by differential leveling
 DH1319.and adjusted by the National Geodetic Survey in June 1991..
 DH1319
 DH1319.The geoid height was determined by GEOID03.
 DH1319
 DH1319.The dynamic height is computed by dividing the NAVD 88
 DH1319.geopotential number by the normal gravity value computed on the
 DH1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1319.degrees latitude (g = 980.6199 gals.).
 DH1319
 DH1319.The modeled gravity was interpolated from observed gravity values.
 DH1319
 DH1319;                    North         East    Units  Estimated Accuracy
 DH1319;SPC AL W     -   407,850.      649,480.      MT  (+/- 180 meters Scaled)
 DH1319
 DH1319                          SUPERSEDED SURVEY CONTROL
 DH1319
 DH1319  NGVD 29 (??/??/92)  119.016  (m)          390.47   (f) ADJ UNCH    2 0
 DH1319
 DH1319.Superseded values are not recommended for survey control.
 DH1319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1319.See file dsdata.txt to determine how the superseded data were derived.
 DH1319
 DH1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC031263(NAD 83)
 DH1319_MARKER: DD = SURVEY DISK
 DH1319_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1319_SP_SET: PIER
 DH1319_STAMPING: 390 ADJ 1903
 DH1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1319
 DH1319  HISTORY     - Date     Condition        Report By
 DH1319  HISTORY     - 1903     MONUMENTED       USGS
 DH1319  HISTORY     - 1946     GOOD             NGS
 DH1319
 DH1319                          STATION DESCRIPTION
 DH1319
 DH1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1319'4.1 MI NW FROM CARDIFF.
 DH1319'ABOUT 4.1 MILES NORTHWEST ALONG THE CARDIFF-LYNN CROSSING ROAD FROM
 DH1319'THE POST OFFICE AT CARDIFF, AT LYNN CROSSING, SET IN THE SOUTH FACE OF
 DH1319'THE EAST PIER OF THE LOUISVILLE AND NASHVILLE RAILROAD OVER THE
 DH1319'SOUTHERN RAILROAD AND THE GRAVEL ROAD, 15 FEET WEST OF THE CENTER LINE
 DH1319'OF THE ROAD, 20 FEET EAST OF THE EAST RAIL OF THE SOUTHERN RAILROAD,
 DH1319'AND SET VERTICALLY IN THE SECOND COURSE OF MASONRY, ABOUT 4 FEET ABOVE
 DH1319'THE GROUND.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT
 DH1319'SUMITON, WALKER COUNTY BY GOING ABOUT 8.2 MILES SOUTHEAST ALONG U. S.
 DH1319'HIGHWAY 78, THENCE ABOUT 0.7 MILE SOUTHEAST ALONG A GRAVEL ROAD TO
 DH1319'LYNN CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1706 ***********************************************************************
 BU1706  DESIGNATION -  39+54.3
 BU1706  PID         -  BU1706
 BU1706  STATE/COUNTY-  AL/CLARKE
 BU1706  USGS QUAD   -  THOMASVILLE (1986)
 BU1706
 BU1706                         *CURRENT SURVEY CONTROL
 BU1706  ___________________________________________________________________
 BU1706* NAD 83(1986)-  31 55 24.     (N)    087 44 09.     (W)     SCALED    
 BU1706* NAVD 88     -       129.445  (meters)     424.69   (feet)  ADJUSTED  
 BU1706  ___________________________________________________________________
 BU1706  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BU1706  DYNAMIC HT  -         129.293 (meters)     424.19  (feet)  COMP
 BU1706  MODELED GRAV-     979,463.1   (mgal)                       NAVD 88
 BU1706
 BU1706  VERT ORDER  -  SECOND    CLASS 0
 BU1706
 BU1706.The horizontal coordinates were scaled from a topographic map and have
 BU1706.an estimated accuracy of +/- 6 seconds.
 BU1706
 BU1706.The orthometric height was determined by differential leveling
 BU1706.and adjusted by the National Geodetic Survey in June 1991..
 BU1706
 BU1706.The geoid height was determined by GEOID03.
 BU1706
 BU1706.The dynamic height is computed by dividing the NAVD 88
 BU1706.geopotential number by the normal gravity value computed on the
 BU1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1706.degrees latitude (g = 980.6199 gals.).
 BU1706
 BU1706.The modeled gravity was interpolated from observed gravity values.
 BU1706
 BU1706;                    North         East    Units  Estimated Accuracy
 BU1706;SPC AL W     -   213,250.      577,700.      MT  (+/- 180 meters Scaled)
 BU1706
 BU1706                          SUPERSEDED SURVEY CONTROL
 BU1706
 BU1706  NGVD 29 (??/??/92)  129.41   (m)          424.6    (f) COMPUTED    2 0
 BU1706
 BU1706.Superseded values are not recommended for survey control.
 BU1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1706.See file dsdata.txt to determine how the superseded data were derived.
 BU1706
 BU1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA304321(NAD 83)
 BU1706_MARKER: B = BOLT
 BU1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1706+STABILITY: SURFACE MOTION
 BU1706
 BU1706  HISTORY     - Date     Condition        Report By
 BU1706  HISTORY     - UNK      MONUMENTED       ALHD
 BU1706  HISTORY     - 1952     MARK NOT FOUND   NGS
 BU1706
 BU1706                          STATION DESCRIPTION
 BU1706
 BU1706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BU1706'0.6 MI N FROM THOMASVILLE.
 BU1706'0.6 MILE NORTH ALONG OLD STATE HIGHWAY 13 FROM THE SOUTHERN RAILWAY
 BU1706'STATION AT THOMASVILLE, CLARKE COUNTY, ACROSS THE OLD HIGHWAY FROM A
 BU1706'HOUSE PAINTED YELLOW IN 1935, AT THE TOP OF A HILL, AND 40 FEET EAST
 BU1706'OF THE CENTERLINE OF THE HIGHWAY.  A BOLT, SET IN THE TOP OF A
 BU1706'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4133 ***********************************************************************
 BG4133  DESIGNATION -  397
 BG4133  PID         -  BG4133
 BG4133  STATE/COUNTY-  AL/BALDWIN
 BG4133  USGS QUAD   -  ENON (1994)
 BG4133
 BG4133                         *CURRENT SURVEY CONTROL
 BG4133  ___________________________________________________________________
 BG4133* NAD 83(1992)-  30 45 08.28973(N)    087 35 32.84748(W)     ADJUSTED  
 BG4133* NAVD 88     -        66.04   (+/-2cm)     216.7    (feet)  VERTCON   
 BG4133  ___________________________________________________________________
 BG4133  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 BG4133  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BG4133
 BG4133  HORZ ORDER  -  FIRST
 BG4133  VERT ORDER  -  THIRD ? (See Below)
 BG4133
 BG4133.The horizontal coordinates were established by classical geodetic methods
 BG4133.and adjusted by the National Geodetic Survey in December 1992..
 BG4133
 BG4133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4133.The vertical order pertains to the NGVD 29 superseded value.
 BG4133
 BG4133.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4133
 BG4133.The geoid height was determined by GEOID03.
 BG4133
 BG4133;                    North         East     Units Scale Factor Converg.
 BG4133;SPC AL W     -    83,397.477   591,147.749   MT  0.99993430   -0 02 50.2
 BG4133;UTM  16      - 3,402,301.292   443,294.252   MT  0.99963967   -0 18 10.6
 BG4133
 BG4133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4133!SPC AL W     -   0.99999404  x   0.99993430  =   0.99992834
 BG4133!UTM  16      -   0.99999404  x   0.99963967  =   0.99963371
 BG4133
 BG4133|---------------------------------------------------------------------|
 BG4133| PID    Reference Object                     Distance      Geod. Az  |
 BG4133|                                                           dddmmss.s |
 BG4133| DD8382 397 RM 1                             39.124 METERS 01207     |
 BG4133| DD8383 397 RM 2                             35.336 METERS 13110     |
 BG4133| DD8384 398                                                1612003.0 |
 BG4133| BG4141 MUNN FIRE TOWER                     APPROX.18.3 KM 2523048.3 |
 BG4133|---------------------------------------------------------------------|
 BG4133
 BG4133                          SUPERSEDED SURVEY CONTROL
 BG4133
 BG4133  NAD 83(1986)-  30 45 08.31058(N)    087 35 32.85088(W) AD(       ) 1
 BG4133  NAD 27      -  30 45 07.63100(N)    087 35 32.89800(W) AD(       ) 1
 BG4133  NGVD 29 (07/19/86)   66.00   (m)          216.5    (f) LEVELING    3  
 BG4133
 BG4133.Superseded values are not recommended for survey control.
 BG4133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4133.See file dsdata.txt to determine how the superseded data were derived.
 BG4133
 BG4133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4329402301(NAD 83)
 BG4133_MARKER: DE = TRAVERSE STATION DISK
 BG4133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4133
 BG4133  HISTORY     - Date     Condition        Report By
 BG4133  HISTORY     - 1938     MONUMENTED       ALGS
 BG4133
 BG4133                          STATION DESCRIPTION
 BG4133
 BG4133'DESCRIBED BY ALABAMA GEODETIC SURVEY 1938 (RAE)
 BG4133'THIS STATION IS ON BAY MINETTE-MUSCOGEE ROAD ABOUT 16 MILES NW OF
 BG4133'MUSCOGEE, 29 FEET W OF CENTER LINE OF ROAD AT INTERSECTION WITH
 BG4133'TRUCK TRAIL NO. B-69, 20 FEET SSE OF A TRIANGLE BLAZE ON A 16-INCH
 BG4133'PINE, AND PROJECTS 2 INCHES.  THIS IS A STANDARD ALGS TRAVERSE MARK,
 BG4133'REINFORCED TO FORM A 12- BY 12-INCH SQUARE, AND STAMPED 1938.
 BG4133'THERE IS NO UNDERGROUND MARK.
 BG4133'
 BG4133'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BG4133'
 BG4133'REFERENCE MARK NO. 1 IS NNE OF STATION, 40 FEET E OF CENTER LINE OF
 BG4133'ROAD, AND PROJECTS 8 INCHES.  REFERENCE MARK NO. 2 IS SE OF STATION,
 BG4133'30 FEET E OF CENTER LINE OF ROAD, AND PROJECTS 8 INCHES.
 BG4133'
 BG4133'398 ALGS (AZIMUTH MARK) IS SSE OF STATION, 28 FEET E OF CENTER LINE OF
 BG4133'ROAD, 23 FEET S OF CENTER LINE OF A DIM WOODS ROAD LEADING E, AND
 BG4133'PROJECTS 4 INCHES.  THIS IS A STANDARD ALGS TRAVERSE MARKER SET IN A
 BG4133'12-INCH CONCRETE CYLINDER.
 BG4133'
 BG4133'TO REACH FROM CANTONMENT, GO W ON DIRT T-ROAD LEADING TO MUSCOGEE 2.5
 BG4133'MILES AND TAKE L FORK.  CONTINUE 2.45 MILES TO MUSCOGEE POST OFFICE.
 BG4133'CONTINUE STRAIGHT AHEAD ON MAIN ROAD 11.3 MILES TO A SMALL STORE
 BG4133'AND GULF GAS PUMP ON R, N.  CONTINUE STRAIGHT AHEAD 5 MILES TO
 BG4133'TRUCK TRAIL NO. B-69 ON R AND STATION ON L.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1206 ***********************************************************************
 EE1206  DESIGNATION -  4
 EE1206  PID         -  EE1206
 EE1206  STATE/COUNTY-  AL/DE KALB
 EE1206  USGS QUAD   -  CHAVIES (1983)
 EE1206
 EE1206                         *CURRENT SURVEY CONTROL
 EE1206  ___________________________________________________________________
 EE1206* NAD 83(1986)-  34 28 29.     (N)    085 48 53.     (W)     SCALED    
 EE1206* NAVD 88     -       357.217  (meters)    1171.97   (feet)  ADJUSTED  
 EE1206  ___________________________________________________________________
 EE1206  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE1206  DYNAMIC HT  -         356.846 (meters)    1170.75  (feet)  COMP
 EE1206  MODELED GRAV-     979,585.6   (mgal)                       NAVD 88
 EE1206
 EE1206  VERT ORDER  -  SECOND    CLASS 0
 EE1206
 EE1206.The horizontal coordinates were scaled from a topographic map and have
 EE1206.an estimated accuracy of +/- 6 seconds.
 EE1206
 EE1206.The orthometric height was determined by differential leveling
 EE1206.and adjusted by the National Geodetic Survey in June 1991..
 EE1206
 EE1206.The geoid height was determined by GEOID03.
 EE1206
 EE1206.The dynamic height is computed by dividing the NAVD 88
 EE1206.geopotential number by the normal gravity value computed on the
 EE1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1206.degrees latitude (g = 980.6199 gals.).
 EE1206
 EE1206.The modeled gravity was interpolated from observed gravity values.
 EE1206
 EE1206;                    North         East    Units  Estimated Accuracy
 EE1206;SPC AL E     -   440,760.      201,710.      MT  (+/- 180 meters Scaled)
 EE1206
 EE1206                          SUPERSEDED SURVEY CONTROL
 EE1206
 EE1206  NGVD 29 (??/??/92)  357.218  (m)         1171.97   (f) ADJ UNCH    2 0
 EE1206
 EE1206.Superseded values are not recommended for survey control.
 EE1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1206.See file dsdata.txt to determine how the superseded data were derived.
 EE1206
 EE1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD088154(NAD 83)
 EE1206_MARKER: DD = SURVEY DISK
 EE1206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1206_STAMPING: 4 1934
 EE1206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1206+STABILITY: SURFACE MOTION
 EE1206
 EE1206  HISTORY     - Date     Condition        Report By
 EE1206  HISTORY     - 1934     MONUMENTED       USGS
 EE1206  HISTORY     - 1963     GOOD             NGS
 EE1206
 EE1206                          STATION DESCRIPTION
 EE1206
 EE1206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE1206'2.5 MI SE FROM RAINSVILLE.
 EE1206'ABOUT 1.7 MILES SE ALONG NO. 35 ALABAMA HWY. FROM ITS INTERSECTION
 EE1206'WITH NO. 75 ALABAMA HWY. IN RAINSVILLE TO Y-INTERSECTION WITH
 EE1206'ASPHALT ROAD AT PLAINVIEW SCHOOL AND TAKE RIGHT FORK ONTO OLD
 EE1206'HWY.  (Y-INTERSEC. IS 8.4 MILES FROM FORT PAYNE POST OFFICE),
 EE1206'THENCE 0.8 MILE SSW TO TOWN CREEK (NO BRIDGE NOW) AND THE MARK
 EE1206'ON THE RIGHT, AN ESTIMATED 100 YARDS NW OF THE CENTER LINE OF
 EE1206'THE CREEK, ABOUT 65 YARDS NW OF THE END OF OLD BRIDGE, ABOUT 95
 EE1206'YARDS E OF HOUSE ON HILL, 48-1/2 FEET NW OF PROJECTED PLANE OF NW
 EE1206'WALL OF FRAME HOUSE ON SW SIDE OF ROAD, 30 FEET SE OF CENTER LINE
 EE1206'OF GRAVEL ROAD EXTENDING SOUTHWESTERLY, 28 FEET SW OF CENTER LINE
 EE1206'OF THE OLD HWY., LEVEL WITH THE SAME, AND PROJECTING 0.5 FOOT
 EE1206'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1112 ***********************************************************************
 EF1112  DESIGNATION -  4
 EF1112  PID         -  EF1112
 EF1112  STATE/COUNTY-  AL/COLBERT
 EF1112  USGS QUAD   -  LEIGHTON (1971)
 EF1112
 EF1112                         *CURRENT SURVEY CONTROL
 EF1112  ___________________________________________________________________
 EF1112* NAD 83(1986)-  34 42 19.     (N)    087 33 02.     (W)     SCALED    
 EF1112* NAVD 88     -       165.415  (meters)     542.70   (feet)  ADJUSTED  
 EF1112  ___________________________________________________________________
 EF1112  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EF1112  DYNAMIC HT  -         165.258 (meters)     542.18  (feet)  COMP
 EF1112  MODELED GRAV-     979,684.2   (mgal)                       NAVD 88
 EF1112
 EF1112  VERT ORDER  -  FIRST     CLASS II
 EF1112
 EF1112.The horizontal coordinates were scaled from a topographic map and have
 EF1112.an estimated accuracy of +/- 6 seconds.
 EF1112
 EF1112.The orthometric height was determined by differential leveling
 EF1112.and adjusted by the National Geodetic Survey in June 1991..
 EF1112.WARNING-Repeat measurements at this control monument indicate possible
 EF1112.vertical movement.
 EF1112
 EF1112.The geoid height was determined by GEOID03.
 EF1112
 EF1112.The dynamic height is computed by dividing the NAVD 88
 EF1112.geopotential number by the normal gravity value computed on the
 EF1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1112.degrees latitude (g = 980.6199 gals.).
 EF1112
 EF1112.The modeled gravity was interpolated from observed gravity values.
 EF1112
 EF1112;                    North         East    Units  Estimated Accuracy
 EF1112;SPC AL W     -   521,750.      595,370.      MT  (+/- 180 meters Scaled)
 EF1112
 EF1112                          SUPERSEDED SURVEY CONTROL
 EF1112
 EF1112  NGVD 29 (??/??/92)  165.38   (m)          542.6    (f) COMPUTED    1 2
 EF1112
 EF1112.Superseded values are not recommended for survey control.
 EF1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1112.See file dsdata.txt to determine how the superseded data were derived.
 EF1112
 EF1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD495404(NAD 83)
 EF1112_MARKER: Q = CHISELED SQUARE
 EF1112_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF1112_SP_SET: CONCRETE BASE
 EF1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1112
 EF1112  HISTORY     - Date     Condition        Report By
 EF1112  HISTORY     - UNK      MONUMENTED       CGS
 EF1112  HISTORY     - 1934     GOOD             NGS
 EF1112  HISTORY     - 1973     GOOD             TVA
 EF1112  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF1112
 EF1112                          STATION DESCRIPTION
 EF1112
 EF1112'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF1112'1.2 MI W FROM LEIGHTON.
 EF1112'A SQUARE CHISELED IN THE SOUTHEAST CORNER OF CONC. BASE OF SIGNAL BOX.
 EF1112'7 FT. SOUTH OF CENTER OF SOUTHERN R.R.
 EF1112
 EF1112                          STATION RECOVERY (1973)
 EF1112
 EF1112'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1112'RECOVERED IN GOOD CONDITION.
 EF1112
 EF1112                          STATION RECOVERY (1982)
 EF1112
 EF1112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1112'NOT RECOVERED, NOT SEARCHED FOR, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2118 ***********************************************************************
 DG2118  DESIGNATION -  4
 DG2118  PID         -  DG2118
 DG2118  STATE/COUNTY-  AL/CALHOUN
 DG2118  USGS QUAD   -  MUNFORD (1983)
 DG2118
 DG2118                         *CURRENT SURVEY CONTROL
 DG2118  ___________________________________________________________________
 DG2118* NAD 83(1986)-  33 36 26.     (N)    085 59 00.     (W)     SCALED    
 DG2118* NAVD 88     -       180.805  (meters)     593.19   (feet)  ADJUSTED  
 DG2118  ___________________________________________________________________
 DG2118  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DG2118  DYNAMIC HT  -         180.612 (meters)     592.56  (feet)  COMP
 DG2118  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 DG2118
 DG2118  VERT ORDER  -  SECOND    CLASS 0
 DG2118
 DG2118.The horizontal coordinates were scaled from a topographic map and have
 DG2118.an estimated accuracy of +/- 6 seconds.
 DG2118
 DG2118.The orthometric height was determined by differential leveling
 DG2118.and adjusted by the National Geodetic Survey in June 1991..
 DG2118
 DG2118.The geoid height was determined by GEOID03.
 DG2118
 DG2118.The dynamic height is computed by dividing the NAVD 88
 DG2118.geopotential number by the normal gravity value computed on the
 DG2118.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2118.degrees latitude (g = 980.6199 gals.).
 DG2118
 DG2118.The modeled gravity was interpolated from observed gravity values.
 DG2118
 DG2118;                    North         East    Units  Estimated Accuracy
 DG2118;SPC AL E     -   344,550.      186,080.      MT  (+/- 180 meters Scaled)
 DG2118
 DG2118                          SUPERSEDED SURVEY CONTROL
 DG2118
 DG2118  NGVD 29 (??/??/92)  180.72   (m)          592.9    (f) COMPUTED    2 0
 DG2118
 DG2118.Superseded values are not recommended for survey control.
 DG2118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2118.See file dsdata.txt to determine how the superseded data were derived.
 DG2118
 DG2118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC943190(NAD 83)
 DG2118_MARKER: DD = SURVEY DISK
 DG2118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2118_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2118_STAMPING: NO 4 1934
 DG2118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2118+STABILITY: SURFACE MOTION
 DG2118
 DG2118  HISTORY     - Date     Condition        Report By
 DG2118  HISTORY     - 1934     MONUMENTED       USGS
 DG2118  HISTORY     - 1947     GOOD             NGS
 DG2118
 DG2118                          STATION DESCRIPTION
 DG2118
 DG2118'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DG2118'2.2 MI E FROM EASTABOGA.
 DG2118'ABOUT 2.25 MILES EAST ALONG U.S. HIGHWAY 78 FROM THE SCHOOL AND
 DG2118'CALHOUN-TALLADEGA COUNTY LINE AT EASTABOGA, AT A GRAVEL CROSS
 DG2118'ROAD, ABOUT 56 YARDS NORTHEAST AND ACROSS THE NORTH-SOUTH GRAVEL
 DG2118'ROAD FROM THE CORNER CASH STORE, 29 FEET EAST OF THE CENTER LINE
 DG2118'OF THE CROSS ROAD, 38 FEET SOUTH OF THE CENTER LINE OF THE
 DG2118'HIGHWAY, 6 FEET SOUTH OF A STOP SIGN, 1.5 FEET NORTH OF A WHITE
 DG2118'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE
 DG2118'TOP OF A CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2803 ***********************************************************************
 DH2803  DESIGNATION -  4 1
 DH2803  PID         -  DH2803
 DH2803  STATE/COUNTY-  AL/BIBB
 DH2803  USGS QUAD   -  WOODSTOCK (1980)
 DH2803
 DH2803                         *CURRENT SURVEY CONTROL
 DH2803  ___________________________________________________________________
 DH2803* NAD 83(1992)-  33 12 50.22315(N)    087 07 57.95693(W)     ADJUSTED  
 DH2803* NAVD 88     -       181.4    (meters)     595.     (feet)  VERTCON   
 DH2803  ___________________________________________________________________
 DH2803  X           -     267,198.495 (meters)                     COMP
 DH2803  Y           -  -5,334,954.638 (meters)                     COMP
 DH2803  Z           -   3,473,918.357 (meters)                     COMP
 DH2803  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 DH2803  ELLIP HEIGHT-         152.41  (meters)          (07/29/02) GPS OBS
 DH2803  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2803
 DH2803  HORZ ORDER  -  FIRST
 DH2803  ELLP ORDER  -  FOURTH    CLASS I
 DH2803
 DH2803.The horizontal coordinates were established by GPS observations
 DH2803.and adjusted by the National Geodetic Survey in December 1992..
 DH2803
 DH2803.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2803
 DH2803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2803
 DH2803.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2803
 DH2803.The ellipsoidal height was determined by GPS observations
 DH2803.and is referenced to NAD 83.
 DH2803
 DH2803.The geoid height was determined by GEOID03.
 DH2803
 DH2803;                    North         East     Units Scale Factor Converg.
 DH2803;SPC AL W     -   356,399.497   634,233.957   MT  0.99994778   +0 12 04.2
 DH2803;UTM  16      - 3,675,013.818   487,627.587   MT  0.99960189   -0 04 21.8
 DH2803
 DH2803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2803!SPC AL W     -   0.99997607  x   0.99994778  =   0.99992385
 DH2803!UTM  16      -   0.99997607  x   0.99960189  =   0.99957797
 DH2803
 DH2803:                Primary Azimuth Mark                     Grid Az
 DH2803:SPC AL W     -  4 2                                      032 02 25.4
 DH2803:UTM  16      -  4 2                                      032 18 51.4
 DH2803
 DH2803|---------------------------------------------------------------------|
 DH2803| PID    Reference Object                     Distance      Geod. Az  |
 DH2803|                                                           dddmmss.s |
 DH2803| DH2804 4 2                                 418.220 METERS 0321429.6 |
 DH2803|---------------------------------------------------------------------|
 DH2803
 DH2803                          SUPERSEDED SURVEY CONTROL
 DH2803
 DH2803  ELLIP H (12/04/92)  152.48   (m)                       GP(       ) 4 1
 DH2803  NAD 83(1986)-  33 12 50.22897(N)    087 07 57.96036(W) AD(       ) 1
 DH2803  NGVD 29 (12/04/92)  181.4    (m)          595.     (f) GPS OBS        
 DH2803
 DH2803.Superseded values are not recommended for survey control.
 DH2803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2803.See file dsdata.txt to determine how the superseded data were derived.
 DH2803
 DH2803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8762875014(NAD 83)
 DH2803_MARKER: DD = SURVEY DISK
 DH2803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2803_SP_SET: CONCRETE POST
 DH2803_STAMPING: 4-1 1991
 DH2803_MARK LOGO: ALHD  
 DH2803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2803+STABILITY: SURFACE MOTION
 DH2803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2803+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2803
 DH2803  HISTORY     - Date     Condition        Report By
 DH2803  HISTORY     - 1991     MONUMENTED       ALHD
 DH2803
 DH2803                          STATION DESCRIPTION
 DH2803
 DH2803'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2803'THE STATION IS LOCATED IN BIBB COUNTY ON THE EAST RIGHT OF WAY OF BIBB
 DH2803'COUNTY ROAD NO. 97, ABOUT 1.29 KM (0.80 MI) SOUTHWEST OF GREEN POND
 DH2803'AND ABOUT 10.78 KM (6.70 MI) NORTH-NORTHWEST OF WEST BLOCTON.
 DH2803'TO REACH THE STATION FROM THE I-20 AND I-59 EXIT 97, DRIVE WEST ON U.
 DH2803'S. 11 FOR 1.77 KM (1.10 MI) TO MILE POST 108.85 AND A PAVED COUNTY
 DH2803'ROAD (BIB COUNTY ROAD 12) ON THE LEFT, TURN LEFT ON THE PAVED COUNTY
 DH2803'ROAD AND DRIVE SOUTH 2.49 KM (1.55 MI) TO A PAVED CROSS ROAD IN GREEN
 DH2803'POND WITH BIBB COUNTY ROAD NO. 97 LEFT AND RIGHT, TURN RIGHT ON BIBB
 DH2803'COUNTY ROAD NO. 97 AND DRIVE SOUTHWEST 1.37 KM (0.85 MI) TO THE
 DH2803'STATION ON THE LEFT.
 DH2803'THE STATION IS 0.98 M (3.22 FT) WEST OF A FIVE STRAND BARBED WIRE
 DH2803'FENCE ON TREATED WOOD POSTS, 10.97 M (35.99 FT) EAST OF THE CENTER OF
 DH2803'BIBB COUNTY ROAD NO. 97, 20.73 M (68.01 FT) EAST - SOUTHEAST OF A
 DH2803'CONCRETE TELEPHONE CABLE MARKER ACROSS BIBB COUNTY ROAD NO. 97, AND
 DH2803'25.69 M (84.28 FT) NORTH-NORTHEAST OF A POWER AND TELEPHONE POLE AND
 DH2803'3.0 FT (0.9 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST.
 DH2803'STATION 4-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3158 ***********************************************************************
 CN3158  DESIGNATION -  4 10
 CN3158  PID         -  CN3158
 CN3158  STATE/COUNTY-  AL/BIBB
 CN3158  USGS QUAD   -  RANDOLPH (1983)
 CN3158
 CN3158                         *CURRENT SURVEY CONTROL
 CN3158  ___________________________________________________________________
 CN3158* NAD 83(1992)-  32 56 33.98074(N)    086 59 09.80074(W)     ADJUSTED  
 CN3158* NAVD 88     -       140.7    (meters)     462.     (feet)  VERTCON   
 CN3158  ___________________________________________________________________
 CN3158  X           -     281,719.436 (meters)                     COMP
 CN3158  Y           -  -5,350,611.175 (meters)                     COMP
 CN3158  Z           -   3,448,694.814 (meters)                     COMP
 CN3158  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 CN3158  ELLIP HEIGHT-         111.70  (meters)          (07/29/02) GPS OBS
 CN3158  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CN3158
 CN3158  HORZ ORDER  -  FIRST
 CN3158  ELLP ORDER  -  FOURTH    CLASS I
 CN3158
 CN3158.The horizontal coordinates were established by GPS observations
 CN3158.and adjusted by the National Geodetic Survey in December 1992..
 CN3158
 CN3158.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3158
 CN3158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3158
 CN3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3158
 CN3158.The ellipsoidal height was determined by GPS observations
 CN3158.and is referenced to NAD 83.
 CN3158
 CN3158.The geoid height was determined by GEOID03.
 CN3158
 CN3158;                    North         East     Units Scale Factor Converg.
 CN3158;SPC AL W     -   326,383.342   648,057.786   MT  0.99996180   +0 16 46.2
 CN3158;UTM  16      - 3,644,942.805   501,303.453   MT  0.99960002   +0 00 27.3
 CN3158
 CN3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3158!SPC AL W     -   0.99998246  x   0.99996180  =   0.99994426
 CN3158!UTM  16      -   0.99998246  x   0.99960002  =   0.99958249
 CN3158
 CN3158                          SUPERSEDED SURVEY CONTROL
 CN3158
 CN3158  ELLIP H (12/04/92)  111.76   (m)                       GP(       ) 4 1
 CN3158  NAD 83(1986)-  32 56 33.98772(N)    086 59 09.80363(W) AD(       ) 1
 CN3158  NGVD 29 (12/04/92)  140.7    (m)          462.     (f) GPS OBS        
 CN3158
 CN3158.Superseded values are not recommended for survey control.
 CN3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3158.See file dsdata.txt to determine how the superseded data were derived.
 CN3158
 CN3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0130344943(NAD 83)
 CN3158_MARKER: DD = SURVEY DISK
 CN3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3158_SP_SET: CONCRETE POST
 CN3158_STAMPING: 4-10 1991
 CN3158_MARK LOGO: ALHD  
 CN3158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3158+STABILITY: SURFACE MOTION
 CN3158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3158+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3158
 CN3158  HISTORY     - Date     Condition        Report By
 CN3158  HISTORY     - 1991     MONUMENTED       ALHD
 CN3158
 CN3158                          STATION DESCRIPTION
 CN3158
 CN3158'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3158'THE STATION IS LOCATED IN BIBB COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3158'BIBB COUNTY ROAD NO. 20, ABOUT 13.60 KM (8.45 MI) EAST OF CENTREVILLE
 CN3158'AND ABOUT 22.53 KM (14.00 MI) SOUTHEAST OF WEST BLOCTON.
 CN3158'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 58 (MILE
 CN3158'POST 86.70 ON U. S. 82) IN THE EAST SIDE OF CENTREVILLE, DRIVE
 CN3158'SOUTHEAST ON U. S. 82 FOR 4.43 KM (2.75 MI) TO MILE POST 89.45 AND
 CN3158'BIBB COUNTY ROAD NO. 20 ON THE LEFT, TURN LEFT ON BIBB COUNTY ROAD
 CN3158'NO. 20 AND DRIVE EASTERLY 8.37 KM (5.20 MI) TO THE STATION ON THE
 CN3158'LEFT.
 CN3158'THE STATION IS 1.52 M (4.99 FT) NORTH OF THE CREST OF AN EIGHT FOOT
 CN3158'BACKSLOPE, 10.82 M (35.50 FT) NORTH OF THE CENTERLINE OF BIBB COUNTY
 CN3158'ROAD NO. 20, 24.08 M (79.00 FT) NORTH-NORTHWEST OF A TRANSFORMER
 CN3158'POWER POLE ACROSS BIBB COUNTY ROAD NO. 20, AND 24.35 M (79.89 FT)
 CN3158'NORTH- NORTHWEST OF A SMALL FIRE HYDRANT ACROSS BIBB COUNTY ROAD NO.
 CN3158'20.
 CN3158'STATION 4-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3159 ***********************************************************************
 CN3159  DESIGNATION -  4 11
 CN3159  PID         -  CN3159
 CN3159  STATE/COUNTY-  AL/BIBB
 CN3159  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN3159
 CN3159                         *CURRENT SURVEY CONTROL
 CN3159  ___________________________________________________________________
 CN3159* NAD 83(1992)-  32 50 14.91539(N)    086 52 49.46621(W)     ADJUSTED  
 CN3159* NAVD 88     -       126.0    (meters)     413.     (feet)  VERTCON   
 CN3159  ___________________________________________________________________
 CN3159  X           -     291,929.452 (meters)                     COMP
 CN3159  Y           -  -5,356,402.394 (meters)                     COMP
 CN3159  Z           -   3,438,880.930 (meters)                     COMP
 CN3159  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CN3159  ELLIP HEIGHT-          97.15  (meters)          (07/29/02) GPS OBS
 CN3159  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CN3159
 CN3159  HORZ ORDER  -  FIRST
 CN3159  ELLP ORDER  -  FOURTH    CLASS I
 CN3159
 CN3159.The horizontal coordinates were established by GPS observations
 CN3159.and adjusted by the National Geodetic Survey in December 1992..
 CN3159
 CN3159.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3159
 CN3159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3159
 CN3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3159
 CN3159.The ellipsoidal height was determined by GPS observations
 CN3159.and is referenced to NAD 83.
 CN3159
 CN3159.The geoid height was determined by GEOID03.
 CN3159
 CN3159;                    North         East     Units Scale Factor Converg.
 CN3159;SPC AL W     -   314,759.399   658,005.460   MT  0.99997481   +0 20 09.6
 CN3159;UTM  16      - 3,633,276.142   511,192.294   MT  0.99960154   +0 03 53.5
 CN3159
 CN3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3159!SPC AL W     -   0.99998475  x   0.99997481  =   0.99995956
 CN3159!UTM  16      -   0.99998475  x   0.99960154  =   0.99958629
 CN3159
 CN3159                          SUPERSEDED SURVEY CONTROL
 CN3159
 CN3159  ELLIP H (12/04/92)   97.20   (m)                       GP(       ) 4 1
 CN3159  NAD 83(1986)-  32 50 14.92413(N)    086 52 49.47092(W) AD(       ) 1
 CN3159  NGVD 29 (12/04/92)  126.0    (m)          413.     (f) GPS OBS        
 CN3159
 CN3159.Superseded values are not recommended for survey control.
 CN3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3159.See file dsdata.txt to determine how the superseded data were derived.
 CN3159
 CN3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1119233276(NAD 83)
 CN3159_MARKER: DD = SURVEY DISK
 CN3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3159_SP_SET: CONCRETE POST
 CN3159_STAMPING: 4-11 1991
 CN3159_MARK LOGO: ALHD  
 CN3159_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3159+STABILITY: SURFACE MOTION
 CN3159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3159+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3159
 CN3159  HISTORY     - Date     Condition        Report By
 CN3159  HISTORY     - 1991     MONUMENTED       ALHD
 CN3159
 CN3159                          STATION DESCRIPTION
 CN3159
 CN3159'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3159'THE STATION IS LOCATED IN BIBB COUNTY ON THE EAST RIGHT OF WAY OF ALA
 CN3159'139, ABOUT 5.31 KM (3.30 MI) NORTH OF MAPLESVILLE AND ABOUT 26.39 KM
 CN3159'(16.40 MI) EAST-SOUTHEAST OF CENTREVILLE.
 CN3159'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 139 (MILE
 CN3159'POST 0 ON ALA 139) IN MAPLESVILLE, DRIVE NORTH ON ALA 139 FOR 5.71 KM
 CN3159'(3.55 MI) TO MILE POST 3.55 AND THE STATION ON THE RIGHT.
 CN3159'THE STATION IS 11.89 M (39.01 FT) EAST OF THE CENTERLINE OF ALA 139
 CN3159'AND APPROXIMATELY 0.08 KM (0.05 MI) NORTH OF THE BIBB-CHILTON COUNTY
 CN3159'LINE ON TOP OF A SMALL HILL.
 CN3159'STATION 11-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6907 ***********************************************************************
 AA6907  DESIGNATION -  4 12
 AA6907  PID         -  AA6907
 AA6907  STATE/COUNTY-  AL/BIBB
 AA6907  USGS QUAD   -  HARRISBURG (1983)
 AA6907
 AA6907                         *CURRENT SURVEY CONTROL
 AA6907  ___________________________________________________________________
 AA6907* NAD 83(1992)-  32 51 27.15046(N)    087 09 18.09430(W)     ADJUSTED  
 AA6907* NAVD 88     -        85.7    (meters)     281.     (feet)  VERTCON   
 AA6907  ___________________________________________________________________
 AA6907  X           -     266,191.336 (meters)                     COMP
 AA6907  Y           -  -5,356,500.479 (meters)                     COMP
 AA6907  Z           -   3,440,728.419 (meters)                     COMP
 AA6907  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AA6907  ELLIP HEIGHT-          56.54  (meters)          (07/29/02) GPS OBS
 AA6907  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA6907
 AA6907  HORZ ORDER  -  FIRST
 AA6907  ELLP ORDER  -  FOURTH    CLASS I
 AA6907
 AA6907.The horizontal coordinates were established by GPS observations
 AA6907.and adjusted by the National Geodetic Survey in July 1995..
 AA6907
 AA6907.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6907
 AA6907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6907
 AA6907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6907
 AA6907.The ellipsoidal height was determined by GPS observations
 AA6907.and is referenced to NAD 83.
 AA6907
 AA6907.The geoid height was determined by GEOID03.
 AA6907
 AA6907;                    North         East     Units Scale Factor Converg.
 AA6907;SPC AL W     -   316,867.192   632,288.549   MT  0.99994618   +0 11 13.8
 AA6907;UTM  16      - 3,635,504.841   485,494.863   MT  0.99960259   -0 05 02.8
 AA6907
 AA6907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6907!SPC AL W     -   0.99999112  x   0.99994618  =   0.99993730
 AA6907!UTM  16      -   0.99999112  x   0.99960259  =   0.99959372
 AA6907
 AA6907:                Primary Azimuth Mark                     Grid Az
 AA6907:SPC AL W     -  4 13                                     056 23 45.6
 AA6907:UTM  16      -  4 13                                     056 40 02.2
 AA6907
 AA6907|---------------------------------------------------------------------|
 AA6907| PID    Reference Object                     Distance      Geod. Az  |
 AA6907|                                                           dddmmss.s |
 AA6907| AA6908 4 13                                471.565 METERS 0563459.4 |
 AA6907|---------------------------------------------------------------------|
 AA6907
 AA6907                          SUPERSEDED SURVEY CONTROL
 AA6907
 AA6907  ELLIP H (07/21/95)   56.60   (m)                       GP(       ) 3 2
 AA6907  NGVD 29 (07/21/95)   85.6    (m)          281.     (f) GPS OBS        
 AA6907
 AA6907.Superseded values are not recommended for survey control.
 AA6907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6907.See file dsdata.txt to determine how the superseded data were derived.
 AA6907
 AA6907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8549535505(NAD 83)
 AA6907_MARKER: DD = SURVEY DISK
 AA6907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6907_STAMPING: 4-12 1994
 AA6907_MARK LOGO: ALHD  
 AA6907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6907+STABILITY: SURFACE MOTION
 AA6907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6907+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6907
 AA6907  HISTORY     - Date     Condition        Report By
 AA6907  HISTORY     - 1994     MONUMENTED       ALHD
 AA6907
 AA6907                          STATION DESCRIPTION
 AA6907
 AA6907'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6907'THE STATION IS IN BIBB COUNTY ON THE SOUTHEAST RIGHT OF WAY OF BIBB
 AA6907'COUNTY ROAD NO 51 ABOUT 6.15 MI (9.90 KM) SOUTH OF CENTREVILLE AND
 AA6907'ABOUT 5.50 MI (8.85 KM) SOUTH OF BRENT. TO REACH THE STATION FROM THE
 AA6907'JUNCTION OF U.S. 82 AND AL 219 SOUTH (MILEPOST 85.39 ON U.S. 82 AND
 AA6907'MILEPOST 35.30 ON AL 219) IN CENTREVILLE, DRIVE SOUTH ON AL 219 FOR
 AA6907'3.10 MI (4.99 KM) TO MILEPOST 32.20 AND BIBB COUNTY ROAD NO 51 RIGHT.
 AA6907'TURN RIGHT ON BIBB COUNTY ROAD NO 51 AND DRIVE SOUTHWEST FOR 3.90 MI
 AA6907'(6.28 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA6907'NORTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS,
 AA6907'35.3 FT (10.8 M) NORTHEAST OF THE NORTH POST OF A BARBED WIRE GATE IN
 AA6907'THE FENCELINE, 36.9 FT (11.2 M) SOUTHEAST OF THE CENTERLINE OF BIBB
 AA6907'COUNTY ROAD NO 51, 48.3 FT (14.7 M) NORTHEAST OF THE SOUTH POST OF A
 AA6907'BARBED WIRE GATE IN THE FENCELINE, 54.0 FT (16.5 M) SOUTH-SOUTHEAST OF
 AA6907'A METAL MAILBOX ON AN OLD WOOD POST ACROSS THE ROAD, 66.8 FT (20.4 M)
 AA6907'NORTHEAST OF A POWER POLE WITH ONE GUY WIRE, 3.3 FT (1.0 M) NORTHWEST
 AA6907'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA6907'4-13 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6908 ***********************************************************************
 AA6908  DESIGNATION -  4 13
 AA6908  PID         -  AA6908
 AA6908  STATE/COUNTY-  AL/BIBB
 AA6908  USGS QUAD   -  HARRISBURG (1983)
 AA6908
 AA6908                         *CURRENT SURVEY CONTROL
 AA6908  ___________________________________________________________________
 AA6908* NAD 83(1992)-  32 51 35.58045(N)    087 09 02.95562(W)     ADJUSTED  
 AA6908* NAVD 88     -        88.6    (meters)     291.     (feet)  VERTCON   
 AA6908  ___________________________________________________________________
 AA6908  X           -     266,577.592 (meters)                     COMP
 AA6908  Y           -  -5,356,342.681 (meters)                     COMP
 AA6908  Z           -   3,440,948.173 (meters)                     COMP
 AA6908  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 AA6908  ELLIP HEIGHT-          59.50  (meters)          (07/29/02) GPS OBS
 AA6908  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA6908
 AA6908  HORZ ORDER  -  FIRST
 AA6908  ELLP ORDER  -  FOURTH    CLASS I
 AA6908
 AA6908.The horizontal coordinates were established by GPS observations
 AA6908.and adjusted by the National Geodetic Survey in July 1995..
 AA6908
 AA6908.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6908
 AA6908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6908
 AA6908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6908
 AA6908.The ellipsoidal height was determined by GPS observations
 AA6908.and is referenced to NAD 83.
 AA6908
 AA6908.The geoid height was determined by GEOID03.
 AA6908
 AA6908;                    North         East     Units Scale Factor Converg.
 AA6908;SPC AL W     -   317,128.165   632,681.286   MT  0.99994650   +0 11 22.1
 AA6908;UTM  16      - 3,635,763.863   485,888.696   MT  0.99960246   -0 04 54.6
 AA6908
 AA6908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6908!SPC AL W     -   0.99999066  x   0.99994650  =   0.99993716
 AA6908!UTM  16      -   0.99999066  x   0.99960246  =   0.99959312
 AA6908
 AA6908:                Primary Azimuth Mark                     Grid Az
 AA6908:SPC AL W     -  4 12                                     236 23 45.5
 AA6908:UTM  16      -  4 12                                     236 40 02.2
 AA6908
 AA6908|---------------------------------------------------------------------|
 AA6908| PID    Reference Object                     Distance      Geod. Az  |
 AA6908|                                                           dddmmss.s |
 AA6908| AA6907 4 12                                471.565 METERS 2363507.6 |
 AA6908|---------------------------------------------------------------------|
 AA6908
 AA6908                          SUPERSEDED SURVEY CONTROL
 AA6908
 AA6908  ELLIP H (07/21/95)   59.55   (m)                       GP(       ) 3 2
 AA6908  NGVD 29 (07/21/95)   88.6    (m)          291.     (f) GPS OBS        
 AA6908
 AA6908.Superseded values are not recommended for survey control.
 AA6908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6908.See file dsdata.txt to determine how the superseded data were derived.
 AA6908
 AA6908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8588935764(NAD 83)
 AA6908_MARKER: DD = SURVEY DISK
 AA6908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6908_STAMPING: 4-13 1994
 AA6908_MARK LOGO: ALHD  
 AA6908_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6908+STABILITY: SURFACE MOTION
 AA6908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6908+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6908
 AA6908  HISTORY     - Date     Condition        Report By
 AA6908  HISTORY     - 1994     MONUMENTED       ALHD
 AA6908
 AA6908                          STATION DESCRIPTION
 AA6908
 AA6908'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6908'THE STATION IS IN BIBB COUNTY ON THE SOUTHEAST RIGHT OF WAY OF BIBB
 AA6908'COUNTY ROAD NO 51 ABOUT 5.95 MI (9.58 KM) SOUTH OF CENTREVILLE AND
 AA6908'ABOUT 5.40 MI (8.69 KM) SOUTH OF BRENT. TO REACH THE STATION FROM THE
 AA6908'JUNCTION OF U.S. 82 AND AL 219 SOUTH (MILEPOST 85.39 ON U.S. 82 AND
 AA6908'MILEPOST 35.30 ON AL 219) IN CENTREVILLE, DRIVE SOUTH ON AL 219 FOR
 AA6908'3.10 MI (4.99 KM) TO MILEPOST 32.20 AND BIBB COUNTY ROAD NO 51 ON THE
 AA6908'RIGHT. TURN RIGHT ON BIBB COUNTY ROAD NO 51 AND DRIVE SOUTHWEST FOR
 AA6908'3.60 MI (5.79 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.9 FT
 AA6908'(1.2 M) NORTHWEST OF A THREE STRAND BARBED WIRE FENCE ON OLD WOOD
 AA6908'POSTS, 39.0 FT (11.9 M) SOUTHEAST OF THE CENTERLINE OF BIBB COUNTY
 AA6908'ROAD NO 51, 40.6 FT (12.4 M) SOUTHWEST OF A POWER POLE WITH ONE GUY
 AA6908'WIRE, 3.9 FT (1.2 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST AND
 AA6908'SET FLUSH WITH THE GROUND. STATION 4-12 1994 MAY BE USED AS AN AZIMUTH
 AA6908'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6909 ***********************************************************************
 AA6909  DESIGNATION -  4 14
 AA6909  PID         -  AA6909
 AA6909  STATE/COUNTY-  AL/BIBB
 AA6909  USGS QUAD   -  CENTREVILLE EAST (1983)
 AA6909
 AA6909                         *CURRENT SURVEY CONTROL
 AA6909  ___________________________________________________________________
 AA6909* NAD 83(1992)-  32 52 30.79672(N)    087 02 10.26750(W)     ADJUSTED  
 AA6909* NAVD 88     -       194.6    (meters)     638.     (feet)  VERTCON   
 AA6909  ___________________________________________________________________
 AA6909  X           -     277,250.727 (meters)                     COMP
 AA6909  Y           -  -5,354,965.635 (meters)                     COMP
 AA6909  Z           -   3,442,434.463 (meters)                     COMP
 AA6909  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AA6909  ELLIP HEIGHT-         165.54  (meters)          (07/29/02) GPS OBS
 AA6909  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA6909
 AA6909  HORZ ORDER  -  FIRST
 AA6909  ELLP ORDER  -  FOURTH    CLASS I
 AA6909
 AA6909.The horizontal coordinates were established by GPS observations
 AA6909.and adjusted by the National Geodetic Survey in July 1995..
 AA6909
 AA6909.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6909.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6909
 AA6909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6909
 AA6909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6909
 AA6909.The ellipsoidal height was determined by GPS observations
 AA6909.and is referenced to NAD 83.
 AA6909
 AA6909.The geoid height was determined by GEOID03.
 AA6909
 AA6909;                    North         East     Units Scale Factor Converg.
 AA6909;SPC AL W     -   318,870.378   643,403.176   MT  0.99995655   +0 15 06.4
 AA6909;UTM  16      - 3,637,454.685   496,614.959   MT  0.99960014   -0 01 10.7
 AA6909
 AA6909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6909!SPC AL W     -   0.99997401  x   0.99995655  =   0.99993056
 AA6909!UTM  16      -   0.99997401  x   0.99960014  =   0.99957416
 AA6909
 AA6909|---------------------------------------------------------------------|
 AA6909| PID    Reference Object                     Distance      Geod. Az  |
 AA6909|                                                           dddmmss.s |
 AA6909| AA6910 4 15                                345.242 METERS 34403     |
 AA6909|---------------------------------------------------------------------|
 AA6909
 AA6909                          SUPERSEDED SURVEY CONTROL
 AA6909
 AA6909  ELLIP H (07/21/95)  165.60   (m)                       GP(       ) 3 2
 AA6909  NGVD 29 (07/21/95)  194.5    (m)          638.     (f) GPS OBS        
 AA6909
 AA6909.Superseded values are not recommended for survey control.
 AA6909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6909.See file dsdata.txt to determine how the superseded data were derived.
 AA6909
 AA6909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9661537455(NAD 83)
 AA6909_MARKER: DD = SURVEY DISK
 AA6909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6909_STAMPING: 4-14 1994
 AA6909_MARK LOGO: ALHD  
 AA6909_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6909+STABILITY: SURFACE MOTION
 AA6909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6909+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6909
 AA6909  HISTORY     - Date     Condition        Report By
 AA6909  HISTORY     - 1994     MONUMENTED       ALHD
 AA6909
 AA6909                          STATION DESCRIPTION
 AA6909
 AA6909'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6909'THE STATION IS IN BIBB COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA6909'COUNTY ROAD ABOUT 7.30 MI (11.75 KM) SOUTHEAST OF CENTREVILLE AND
 AA6909'ABOUT 17.15 MI (27.60 KM) SOUTH-SOUTHEAST OF WEST BLOCTON. TO REACH
 AA6909'THE STATION FROM THE JUNCTION OF U.S. 82 AND AL 219 SOUTH (MILEPOST
 AA6909'85.39 ON U.S. 82 AND MILEPOST 35.30 ON AL 219) IN CENTREVILLE, DRIVE
 AA6909'EAST AND SOUTHEAST ON U.S. 82 FOR 7.15 MI (11.51 KM) TO MILEPOST 92.55
 AA6909'AND BIBB COUNTY ROAD NO 29 ON THE RIGHT. TURN RIGHT ON BIBB COUNTY
 AA6909'ROAD NO 29 AND DRIVE SOUTH FOR 2.85 MI (4.59 KM) TO A PAVED COUNTY
 AA6909'ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR
 AA6909'0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.8 FT
 AA6909'(0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS,
 AA6909'17.0 FT (5.2 M) WEST OF THE CENTER OF THE PAVED COUNTY ROAD, 30.0 FT
 AA6909'(9.1 M) SOUTH OF THE SOUTH POST OF A METAL GATE LEADING INTO A FIELD,
 AA6909'44.2 FT (13.5 M) SOUTH OF THE NORTH POST OF A METAL GATE LEADING INTO
 AA6909'A FIELD, 3.3 FT (1.0 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA6909'WITH THE GROUND. STATION 4-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6909'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6910 ***********************************************************************
 AA6910  DESIGNATION -  4 15
 AA6910  PID         -  AA6910
 AA6910  STATE/COUNTY-  AL/BIBB
 AA6910  USGS QUAD   -  CENTREVILLE EAST (1983)
 AA6910
 AA6910                         *CURRENT SURVEY CONTROL
 AA6910  ___________________________________________________________________
 AA6910* NAD 83(1992)-  32 52 41.57217(N)    087 02 13.91711(W)     ADJUSTED  
 AA6910* NAVD 88     -       187.0    (meters)     614.     (feet)  VERTCON   
 AA6910  ___________________________________________________________________
 AA6910  X           -     277,146.335 (meters)                     COMP
 AA6910  Y           -  -5,354,784.258 (meters)                     COMP
 AA6910  Z           -   3,442,709.163 (meters)                     COMP
 AA6910  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA6910  ELLIP HEIGHT-         158.00  (meters)          (07/29/02) GPS OBS
 AA6910  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA6910
 AA6910  HORZ ORDER  -  FIRST
 AA6910  ELLP ORDER  -  FOURTH    CLASS I
 AA6910
 AA6910.The horizontal coordinates were established by GPS observations
 AA6910.and adjusted by the National Geodetic Survey in July 1995..
 AA6910
 AA6910.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6910
 AA6910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6910
 AA6910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6910
 AA6910.The ellipsoidal height was determined by GPS observations
 AA6910.and is referenced to NAD 83.
 AA6910
 AA6910.The geoid height was determined by GEOID03.
 AA6910
 AA6910;                    North         East     Units Scale Factor Converg.
 AA6910;SPC AL W     -   319,201.895   643,306.852   MT  0.99995645   +0 15 04.5
 AA6910;UTM  16      - 3,637,786.536   496,520.240   MT  0.99960015   -0 01 12.7
 AA6910
 AA6910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6910!SPC AL W     -   0.99997519  x   0.99995645  =   0.99993165
 AA6910!UTM  16      -   0.99997519  x   0.99960015  =   0.99957535
 AA6910
 AA6910|---------------------------------------------------------------------|
 AA6910| PID    Reference Object                     Distance      Geod. Az  |
 AA6910|                                                           dddmmss.s |
 AA6910| AA6909 4 14                                345.242 METERS 16403     |
 AA6910|---------------------------------------------------------------------|
 AA6910
 AA6910                          SUPERSEDED SURVEY CONTROL
 AA6910
 AA6910  ELLIP H (07/21/95)  158.06   (m)                       GP(       ) 3 2
 AA6910  NGVD 29 (07/21/95)  187.0    (m)          614.     (f) GPS OBS        
 AA6910
 AA6910.Superseded values are not recommended for survey control.
 AA6910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6910.See file dsdata.txt to determine how the superseded data were derived.
 AA6910
 AA6910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9652037787(NAD 83)
 AA6910_MARKER: DD = SURVEY DISK
 AA6910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6910_STAMPING: 4-15 1994
 AA6910_MARK LOGO: ALHD  
 AA6910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6910+STABILITY: SURFACE MOTION
 AA6910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6910+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6910
 AA6910  HISTORY     - Date     Condition        Report By
 AA6910  HISTORY     - 1994     MONUMENTED       ALHD
 AA6910
 AA6910                          STATION DESCRIPTION
 AA6910
 AA6910'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6910'THE STATION IS IN BIBB COUNTY ON THE SOUTHWEST RIGHT OF WAY OF BIBB
 AA6910'COUNTY ROAD NO 29 ABOUT 7.15 MI (11.51 KM) SOUTHEAST OF CENTREVILLE
 AA6910'AND ABOUT 16.90 MI (27.20 KM) SOUTH-SOUTHEAST OF WEST BLOCTON. TO
 AA6910'REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND AL 219 SOUTH
 AA6910'(MILEPOST 85.39 ON U.S. 82 AND MILEPOST 35.30 ON AL 219) IN
 AA6910'CENTREVILLE, DRIVE EAST AND SOUTHEAST ON U.S. 82 FOR 7.15 MI (11.51
 AA6910'KM) TO MILEPOST 92.55 AND BIBB COUNTY ROAD NO 29 RIGHT ON THE RIGHT.
 AA6910'TURN RIGHT ON BIBB COUNTY ROAD NO 29 AND DRIVE SOUTH FOR 2.75 MI (4.43
 AA6910'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA6910'NORTHEAST OF A HOG WIRE FENCE ON RUSTY METAL POSTS, 33.3 FT (10.1 M)
 AA6910'SOUTHWEST OF THE CENTERLINE OF BIBB COUNTY ROAD NO 29, 3.0 FT (0.9 M)
 AA6910'NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA6910'STATION 4-14 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6911 ***********************************************************************
 AA6911  DESIGNATION -  4 16
 AA6911  PID         -  AA6911
 AA6911  STATE/COUNTY-  AL/BIBB
 AA6911  USGS QUAD   -  MAPLESVILLE WEST (1983)
 AA6911
 AA6911                         *CURRENT SURVEY CONTROL
 AA6911  ___________________________________________________________________
 AA6911* NAD 83(1992)-  32 51 54.19293(N)    086 57 00.28356(W)     ADJUSTED  
 AA6911* NAVD 88     -       137.9    (meters)     452.     (feet)  VERTCON   
 AA6911  ___________________________________________________________________
 AA6911  X           -     285,328.124 (meters)                     COMP
 AA6911  Y           -  -5,355,106.583 (meters)                     COMP
 AA6911  Z           -   3,441,456.620 (meters)                     COMP
 AA6911  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AA6911  ELLIP HEIGHT-         108.92  (meters)          (07/29/02) GPS OBS
 AA6911  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA6911
 AA6911  HORZ ORDER  -  FIRST
 AA6911  ELLP ORDER  -  FOURTH    CLASS I
 AA6911
 AA6911.The horizontal coordinates were established by GPS observations
 AA6911.and adjusted by the National Geodetic Survey in July 1995..
 AA6911
 AA6911.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6911
 AA6911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6911
 AA6911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6911
 AA6911.The ellipsoidal height was determined by GPS observations
 AA6911.and is referenced to NAD 83.
 AA6911
 AA6911.The geoid height was determined by GEOID03.
 AA6911
 AA6911;                    North         East     Units Scale Factor Converg.
 AA6911;SPC AL W     -   317,781.505   651,466.895   MT  0.99996598   +0 17 54.3
 AA6911;UTM  16      - 3,636,328.038   504,670.520   MT  0.99960027   +0 01 37.5
 AA6911
 AA6911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6911!SPC AL W     -   0.99998290  x   0.99996598  =   0.99994888
 AA6911!UTM  16      -   0.99998290  x   0.99960027  =   0.99958318
 AA6911
 AA6911:                Primary Azimuth Mark                     Grid Az
 AA6911:SPC AL W     -  4 17                                     018 13 35.4
 AA6911:UTM  16      -  4 17                                     018 29 52.2
 AA6911
 AA6911|---------------------------------------------------------------------|
 AA6911| PID    Reference Object                     Distance      Geod. Az  |
 AA6911|                                                           dddmmss.s |
 AA6911| AA6912 4 17                                APPROX. 0.6 KM 0183129.7 |
 AA6911|---------------------------------------------------------------------|
 AA6911
 AA6911                          SUPERSEDED SURVEY CONTROL
 AA6911
 AA6911  ELLIP H (07/21/95)  108.98   (m)                       GP(       ) 3 2
 AA6911  NGVD 29 (07/21/95)  137.9    (m)          452.     (f) GPS OBS        
 AA6911
 AA6911.Superseded values are not recommended for survey control.
 AA6911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6911.See file dsdata.txt to determine how the superseded data were derived.
 AA6911
 AA6911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0467136328(NAD 83)
 AA6911_MARKER: DD = SURVEY DISK
 AA6911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6911_STAMPING: 4-16 1994
 AA6911_MARK LOGO: ALHD  
 AA6911_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6911+STABILITY: SURFACE MOTION
 AA6911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6911+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6911
 AA6911  HISTORY     - Date     Condition        Report By
 AA6911  HISTORY     - 1994     MONUMENTED       ALHD
 AA6911
 AA6911                          STATION DESCRIPTION
 AA6911
 AA6911'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6911'THE STATION IS IN BIBB COUNTY ON THE WEST RIGHT OF WAY OF BIBB COUNTY
 AA6911'ROAD NO 36 ABOUT 11.80 MI (18.99 KM) SOUTHEAST OF CENTREVILLE AND
 AA6911'ABOUT 19.60 MI (31.54 KM) SOUTH-SOUTHEAST OF WEST BLOCTON. TO REACH
 AA6911'THE STATION FROM THE JUNCTION OF U.S. 82 AND AL 219 SOUTH (MILEPOST
 AA6911'85.39 ON U.S. 82 AND MILEPOST 35.30 ON AL 219) IN CENTREVILLE, DRIVE
 AA6911'EAST AND SOUTHEAST ON U.S. 82 FOR 12.00 MI (19.31 KM) TO MILEPOST
 AA6911'97.40 AND A PAVED COUNTY ROAD ON THE LEFT. TURN LEFT ON THE PAVED
 AA6911'COUNTY ROAD AND DRIVE EAST FOR 1.30 MI (2.09 KM) TO A T-INTERSECTION
 AA6911'WITH BIBB COUNTY ROAD NO 36 LEFT AND RIGHT. TURN RIGHT ON BIBB COUNTY
 AA6911'ROAD NO 36 AND DRIVE SOUTH FOR 0.25 MI (0.40 KM) TO THE STATION ON THE
 AA6911'RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST OF A TWO STRAND ELECTRIC
 AA6911'FENCE ON WOOD POSTS, 21.4 FT (6.5 M) SOUTH-SOUTHWEST OF A GRAPHIC FIRE
 AA6911'ENGINE / SPEED LIMIT FORTY-FIVE SIGN, 25.8 FT (7.9 M) WEST OF THE
 AA6911'CENTERLINE OF BIBB COUNTY ROAD NO 36, 83.6 FT (25.5 M) NORTH OF A
 AA6911'METAL MAILBOX ON A TEN-INCH WOOD POST, 94.0 FT (28.7 M) NORTH OF
 AA6911'TELEPHONE CABLE PEDESTAL NO 85-20, 3.0 FT (0.9 M) EAST OF A CARSONITE
 AA6911'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 4-17 1994 MAY BE
 AA6911'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6912 ***********************************************************************
 AA6912  DESIGNATION -  4 17
 AA6912  PID         -  AA6912
 AA6912  STATE/COUNTY-  AL/BIBB
 AA6912  USGS QUAD   -  MAPLESVILLE WEST (1983)
 AA6912
 AA6912                         *CURRENT SURVEY CONTROL
 AA6912  ___________________________________________________________________
 AA6912* NAD 83(1992)-  32 52 11.52746(N)    086 56 53.40068(W)     ADJUSTED  
 AA6912* NAVD 88     -       138.0    (meters)     453.     (feet)  VERTCON   
 AA6912  ___________________________________________________________________
 AA6912  X           -     285,491.396 (meters)                     COMP
 AA6912  Y           -  -5,354,807.777 (meters)                     COMP
 AA6912  Z           -   3,441,905.234 (meters)                     COMP
 AA6912  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA6912  ELLIP HEIGHT-         109.06  (meters)          (07/29/02) GPS OBS
 AA6912  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA6912
 AA6912  HORZ ORDER  -  FIRST
 AA6912  ELLP ORDER  -  FOURTH    CLASS I
 AA6912
 AA6912.The horizontal coordinates were established by GPS observations
 AA6912.and adjusted by the National Geodetic Survey in July 1995..
 AA6912
 AA6912.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6912
 AA6912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6912
 AA6912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6912
 AA6912.The ellipsoidal height was determined by GPS observations
 AA6912.and is referenced to NAD 83.
 AA6912
 AA6912.The geoid height was determined by GEOID03.
 AA6912
 AA6912;                    North         East     Units Scale Factor Converg.
 AA6912;SPC AL W     -   318,316.423   651,643.041   MT  0.99996621   +0 17 58.2
 AA6912;UTM  16      - 3,636,861.921   504,849.132   MT  0.99960029   +0 01 41.3
 AA6912
 AA6912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6912!SPC AL W     -   0.99998288  x   0.99996621  =   0.99994909
 AA6912!UTM  16      -   0.99998288  x   0.99960029  =   0.99958317
 AA6912
 AA6912:                Primary Azimuth Mark                     Grid Az
 AA6912:SPC AL W     -  4 16                                     198 13 35.3
 AA6912:UTM  16      -  4 16                                     198 29 52.2
 AA6912
 AA6912|---------------------------------------------------------------------|
 AA6912| PID    Reference Object                     Distance      Geod. Az  |
 AA6912|                                                           dddmmss.s |
 AA6912| AA6911 4 16                                APPROX. 0.6 KM 1983133.5 |
 AA6912|---------------------------------------------------------------------|
 AA6912
 AA6912                          SUPERSEDED SURVEY CONTROL
 AA6912
 AA6912  ELLIP H (07/21/95)  109.12   (m)                       GP(       ) 3 2
 AA6912  NGVD 29 (07/21/95)  138.0    (m)          453.     (f) GPS OBS        
 AA6912
 AA6912.Superseded values are not recommended for survey control.
 AA6912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6912.See file dsdata.txt to determine how the superseded data were derived.
 AA6912
 AA6912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0484936862(NAD 83)
 AA6912_MARKER: DD = SURVEY DISK
 AA6912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6912_STAMPING: 4-17 1994
 AA6912_MARK LOGO: ALHD  
 AA6912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6912+STABILITY: SURFACE MOTION
 AA6912_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6912+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6912
 AA6912  HISTORY     - Date     Condition        Report By
 AA6912  HISTORY     - 1994     MONUMENTED       ALHD
 AA6912
 AA6912                          STATION DESCRIPTION
 AA6912
 AA6912'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6912'THE STATION IS IN BIBB COUNTY ON THE NORTH RIGHT OF WAY OF BIBB COUNTY
 AA6912'ROAD NO 36 ABOUT 11.80 MI (18.99 KM) SOUTHEAST OF CENTREVILLE AND
 AA6912'ABOUT 19.40 MI (31.22 KM) SOUTH-SOUTHEAST OF WEST BLOCTON. TO REACH
 AA6912'THE STATION FROM THE JUNCTION OF U.S. 82 AND AL 219 SOUTH (MILEPOST
 AA6912'85.39 ON U.S. 82 AND MILEPOST 35.30 ON AL 219) IN CENTREVILLE, DRIVE
 AA6912'EAST AND SOUTHEAST ON U.S. 82 FOR 12.00 MI (19.31 KM) TO MILEPOST
 AA6912'97.40 AND A PAVED COUNTY ROAD ON THE LEFT. TURN LEFT ON THE PAVED
 AA6912'COUNTY ROAD AND DRIVE EAST FOR 1.30 MI (2.09 KM) TO A T-INTERSECTION
 AA6912'WITH BIBB COUNTY ROAD NO 36 LEFT AND RIGHT. TURN LEFT ON BIBB COUNTY
 AA6912'ROAD NO 36 AND DRIVE EAST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE
 AA6912'LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A FOUR STRAND
 AA6912'BARBED WIRE FENCE ON RUSTY METAL POSTS, 25.9 FT (7.9 M) SOUTHWEST OF
 AA6912'TELEPHONE CABLE PEDESTAL NO 85-24, 32.2 FT (9.8 M) NORTH OF THE
 AA6912'CENTERLINE OF BIBB COUNTY ROAD NO 36, 59.3 FT (18.1 M) SOUTHWEST OF
 AA6912'THE SOUTHWEST POST OF A BLACK METAL GATE LEADING INTO A PASTURE, 3.0
 AA6912'FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA6912'THE GROUND. STATION 4-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA6912'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6913 ***********************************************************************
 AA6913  DESIGNATION -  4 18
 AA6913  PID         -  AA6913
 AA6913  STATE/COUNTY-  AL/BIBB
 AA6913  USGS QUAD   -  CENTREVILLE WEST (1983)
 AA6913
 AA6913                         *CURRENT SURVEY CONTROL
 AA6913  ___________________________________________________________________
 AA6913* NAD 83(1992)-  32 56 24.41952(N)    087 07 44.73400(W)     ADJUSTED  
 AA6913* NAVD 88     -        76.2    (meters)     250.     (feet)  VERTCON   
 AA6913  ___________________________________________________________________
 AA6913  X           -     268,366.254 (meters)                     COMP
 AA6913  Y           -  -5,351,403.587 (meters)                     COMP
 AA6913  Z           -   3,448,412.463 (meters)                     COMP
 AA6913  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA6913  ELLIP HEIGHT-          47.05  (meters)          (07/29/02) GPS OBS
 AA6913  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA6913
 AA6913  HORZ ORDER  -  FIRST
 AA6913  ELLP ORDER  -  FOURTH    CLASS I
 AA6913
 AA6913.The horizontal coordinates were established by GPS observations
 AA6913.and adjusted by the National Geodetic Survey in July 1995..
 AA6913
 AA6913.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6913
 AA6913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6913
 AA6913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6913
 AA6913.The ellipsoidal height was determined by GPS observations
 AA6913.and is referenced to NAD 83.
 AA6913
 AA6913.The geoid height was determined by GEOID03.
 AA6913
 AA6913;                    North         East     Units Scale Factor Converg.
 AA6913;SPC AL W     -   326,032.646   634,683.656   MT  0.99994816   +0 12 06.1
 AA6913;UTM  16      - 3,644,655.681   487,932.546   MT  0.99960180   -0 04 12.7
 AA6913
 AA6913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6913!SPC AL W     -   0.99999261  x   0.99994816  =   0.99994077
 AA6913!UTM  16      -   0.99999261  x   0.99960180  =   0.99959442
 AA6913
 AA6913                          SUPERSEDED SURVEY CONTROL
 AA6913
 AA6913  ELLIP H (07/21/95)   47.11   (m)                       GP(       ) 3 2
 AA6913  NGVD 29 (07/21/95)   76.2    (m)          250.     (f) GPS OBS        
 AA6913
 AA6913.Superseded values are not recommended for survey control.
 AA6913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6913.See file dsdata.txt to determine how the superseded data were derived.
 AA6913
 AA6913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8793344656(NAD 83)
 AA6913_MARKER: DD = SURVEY DISK
 AA6913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6913_STAMPING: 4-18 1994
 AA6913_MARK LOGO: ALHD  
 AA6913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6913+STABILITY: SURFACE MOTION
 AA6913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6913+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6913
 AA6913  HISTORY     - Date     Condition        Report By
 AA6913  HISTORY     - 1994     MONUMENTED       ALHD
 AA6913
 AA6913                          STATION DESCRIPTION
 AA6913
 AA6913'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6913'THE STATION IS IN BIBB COUNTY ON THE NORTH RIGHT OF WAY OF U.S. 82 IN
 AA6913'CENTREVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND AL
 AA6913'219 SOUTH (MILEPOST 85.39 ON U.S. 82 AND MILEPOST 35.30 ON AL 219) IN
 AA6913'CENTREVILLE, DRIVE EAST ON U.S. 82 FOR 0.35 MI (0.56 KM) TO MILEPOST
 AA6913'85.75 AND THE STATION ON THE LEFT. THE STATION IS 46.3 FT (14.1 M)
 AA6913'NORTH OF THE CENTERLINE OF U.S. 82, 91.4 FT (27.9 M) EAST-NORTHEAST OF
 AA6913'A JUNCTION AL 219 SIGN, 110.6 FT (33.7 M) EAST OF A POWER POLE WITH
 AA6913'ONE GUY WIRE, 154.4 FT (47.1 M) EAST OF THE CENTER OF A GRAVEL
 AA6913'DRIVEWAY LEADING TO TWO WHITE WOOD FRAME HOUSES, 185.0 FT (56.4 M)
 AA6913'EAST OF A METAL MAILBOX ON A FOUR BY FOUR WOOD POST, 2.1 FT (0.6 M)
 AA6913'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA6913'STATION 4-19 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6914 ***********************************************************************
 AA6914  DESIGNATION -  4 19
 AA6914  PID         -  AA6914
 AA6914  STATE/COUNTY-  AL/BIBB
 AA6914  USGS QUAD   -  CENTREVILLE EAST (1983)
 AA6914
 AA6914                         *CURRENT SURVEY CONTROL
 AA6914  ___________________________________________________________________
 AA6914* NAD 83(1992)-  32 56 27.37632(N)    087 07 22.60845(W)     ADJUSTED  
 AA6914* NAVD 88     -        75.7    (meters)     248.     (feet)  VERTCON   
 AA6914  ___________________________________________________________________
 AA6914  X           -     268,937.778 (meters)                     COMP
 AA6914  Y           -  -5,351,324.881 (meters)                     COMP
 AA6914  Z           -   3,448,488.637 (meters)                     COMP
 AA6914  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AA6914  ELLIP HEIGHT-          46.55  (meters)          (07/29/02) GPS OBS
 AA6914  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA6914
 AA6914  HORZ ORDER  -  FIRST
 AA6914  ELLP ORDER  -  FOURTH    CLASS I
 AA6914
 AA6914.The horizontal coordinates were established by GPS observations
 AA6914.and adjusted by the National Geodetic Survey in July 1995..
 AA6914
 AA6914.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6914
 AA6914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6914
 AA6914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6914
 AA6914.The ellipsoidal height was determined by GPS observations
 AA6914.and is referenced to NAD 83.
 AA6914
 AA6914.The geoid height was determined by GEOID03.
 AA6914
 AA6914;                    North         East     Units Scale Factor Converg.
 AA6914;SPC AL W     -   326,125.769   635,258.047   MT  0.99994866   +0 12 18.1
 AA6914;UTM  16      - 3,644,746.046   488,507.173   MT  0.99960163   -0 04 00.7
 AA6914
 AA6914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6914!SPC AL W     -   0.99999269  x   0.99994866  =   0.99994135
 AA6914!UTM  16      -   0.99999269  x   0.99960163  =   0.99959432
 AA6914
 AA6914                          SUPERSEDED SURVEY CONTROL
 AA6914
 AA6914  ELLIP H (07/21/95)   46.61   (m)                       GP(       ) 3 2
 AA6914  NGVD 29 (07/21/95)   75.6    (m)          248.     (f) GPS OBS        
 AA6914
 AA6914.Superseded values are not recommended for survey control.
 AA6914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6914.See file dsdata.txt to determine how the superseded data were derived.
 AA6914
 AA6914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8850744746(NAD 83)
 AA6914_MARKER: DD = SURVEY DISK
 AA6914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6914_STAMPING: 4-19 1994
 AA6914_MARK LOGO: ALHD  
 AA6914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6914+STABILITY: SURFACE MOTION
 AA6914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6914+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6914
 AA6914  HISTORY     - Date     Condition        Report By
 AA6914  HISTORY     - 1994     MONUMENTED       ALHD
 AA6914
 AA6914                          STATION DESCRIPTION
 AA6914
 AA6914'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6914'THE STATION IS IN BIBB COUNTY ON THE SOUTH RIGHT OF WAY OF U.S. 82 IN
 AA6914'CENTREVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND AL
 AA6914'219 SOUTH (MILEPOST 85.39 ON U.S. 82 AND MILEPOST 35.30 ON AL 219) IN
 AA6914'CENTREVILLE, DRIVE EAST ON U.S. 82 FOR 0.70 MI (1.13 KM) TO MILEPOST
 AA6914'86.10 AND THE STATION ON THE RIGHT. THE STATION IS 33.9 FT (10.3 M)
 AA6914'SOUTH OF THE CENTERLINE OF U.S. 82, 38.8 FT (11.8 M) NORTH-NORTHWEST
 AA6914'OF THE NORTH END OF A HEALTHTEX SIGN, 46.4 FT (14.1 M) EAST-NORTHEAST
 AA6914'OF A JUNCTION POWER AND CABLE POLE WITH A NIGHT LIGHT, 49.2 FT (15.0
 AA6914'M) EAST-NORTHEAST OF A TELEPHONE CABLE PEDESTAL, 80.0 FT (24.4 M)
 AA6914'EAST-NORTHEAST OF A SOLICITING AND POSTING OF BILLS PROHIBITED SIGN,
 AA6914'91.0 FT (27.7 M) NORTHEAST OF THE NORTH ONE OF FOUR EMPLOYEE OF THE
 AA6914'MONTH PARKING SIGNS, 130.0 FT (39.6 M) WEST OF A FIRE HYDRANT, 138.4
 AA6914'FT (42.2 M) WEST OF A JUNCTION POWER AND CABLE POLE, 139.0 FT (42.4 M)
 AA6914'WEST OF TELEPHONE CABLE PEDESTAL NO 12, 2.3 FT (0.7 M) NORTH OF A
 AA6914'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 4-18
 AA6914'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2804 ***********************************************************************
 DH2804  DESIGNATION -  4 2
 DH2804  PID         -  DH2804
 DH2804  STATE/COUNTY-  AL/BIBB
 DH2804  USGS QUAD   -  WOODSTOCK (1980)
 DH2804
 DH2804                         *CURRENT SURVEY CONTROL
 DH2804  ___________________________________________________________________
 DH2804* NAD 83(1992)-  33 13 01.70498(N)    087 07 49.34089(W)     ADJUSTED  
 DH2804* NAVD 88     -       184.0    (meters)     604.     (feet)  GPS OBS   
 DH2804  ___________________________________________________________________
 DH2804  X           -     267,411.749 (meters)                     COMP
 DH2804  Y           -  -5,334,752.037 (meters)                     COMP
 DH2804  Z           -   3,474,215.675 (meters)                     COMP
 DH2804  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 DH2804  ELLIP HEIGHT-         154.92  (meters)          (08/29/05) GPS OBS
 DH2804  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2804
 DH2804  HORZ ORDER  -  A
 DH2804  ELLP ORDER  -  FOURTH    CLASS I
 DH2804
 DH2804.The horizontal coordinates were established by GPS observations
 DH2804.and adjusted by the National Geodetic Survey in August 2005..
 DH2804
 DH2804.The orthometric height was determined by GPS observations and a
 DH2804.high-resolution geoid model.
 DH2804
 DH2804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2804
 DH2804.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2804
 DH2804.The ellipsoidal height was determined by GPS observations
 DH2804.and is referenced to NAD 83.
 DH2804
 DH2804.The geoid height was determined by GEOID03.
 DH2804
 DH2804;                    North         East     Units Scale Factor Converg.
 DH2804;SPC AL W     -   356,753.993   634,455.818   MT  0.99994797   +0 12 09.0
 DH2804;UTM  16      - 3,675,367.127   487,851.063   MT  0.99960182   -0 04 17.1
 DH2804
 DH2804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2804!SPC AL W     -   0.99997568  x   0.99994797  =   0.99992365
 DH2804!UTM  16      -   0.99997568  x   0.99960182  =   0.99957751
 DH2804
 DH2804:                Primary Azimuth Mark                     Grid Az
 DH2804:SPC AL W     -  4 1                                      212 02 25.4
 DH2804:UTM  16      -  4 1                                      212 18 51.5
 DH2804
 DH2804|---------------------------------------------------------------------|
 DH2804| PID    Reference Object                     Distance      Geod. Az  |
 DH2804|                                                           dddmmss.s |
 DH2804| DH2803 4 1                                 418.220 METERS 2121434.4 |
 DH2804|---------------------------------------------------------------------|
 DH2804
 DH2804                          SUPERSEDED SURVEY CONTROL
 DH2804
 DH2804  ELLIP H (07/29/02)  154.93   (m)                       GP(       ) 4 1
 DH2804  NAD 83(1992)-  33 13 01.70604(N)    087 07 49.33918(W) AD(       ) 1
 DH2804  ELLIP H (12/04/92)  155.00   (m)                       GP(       ) 4 1
 DH2804  NAD 83(1986)-  33 13 01.71186(N)    087 07 49.34261(W) AD(       ) 1
 DH2804  NGVD 29 (12/04/92)  183.9    (m)          603.     (f) GPS OBS        
 DH2804
 DH2804.Superseded values are not recommended for survey control.
 DH2804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2804.See file dsdata.txt to determine how the superseded data were derived.
 DH2804
 DH2804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8785175367(NAD 83)
 DH2804_MARKER: DD = SURVEY DISK
 DH2804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2804_SP_SET: CONCRETE POST
 DH2804_STAMPING: 4-2 1991
 DH2804_MARK LOGO: ALHD  
 DH2804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2804+STABILITY: SURFACE MOTION
 DH2804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2804+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 DH2804
 DH2804  HISTORY     - Date     Condition        Report By
 DH2804  HISTORY     - 1991     MONUMENTED       ALHD
 DH2804  HISTORY     - 20021006 GOOD             JCLS
 DH2804  HISTORY     - 20021007 GOOD             JCLS
 DH2804  HISTORY     - 20040412 GOOD             ALHD
 DH2804  HISTORY     - 20040624 GOOD             LOCSUR
 DH2804  HISTORY     - 20050801 GOOD             ALDOT
 DH2804
 DH2804                          STATION DESCRIPTION
 DH2804
 DH2804'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2804'THE STATION IS LOCATED IN BIBB COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 DH2804'BIBB COUNTY ROAD NO. 97, ABOUT 0.80 KM (0.50 MI) SOUTHWEST OF GREEN
 DH2804'POND AND ABOUT 11.27 KM (7.00 MI) NORTH-NORTHWEST OF WEST BLOCTON.
 DH2804'TO REACH THE STATION FROM THE I-20 AND I-59 EXIT 97, DRIVE WEST ON U.
 DH2804'S. 11 FOR 1.77 KM (1.10 MI) TO MILE POST 108.85 AND A PAVED COUNTY
 DH2804'ROAD (BIB CO. ROAD 12) ON THE LEFT, TURN LEFT ON THE PAVED COUNTY
 DH2804'ROAD AND DRIVE SOUTH 2.49 KM (1.55 MI) TO A PAVED CROSS ROAD IN GREEN
 DH2804'POND WITH BIBB COUNTY ROAD NO. 97 LEFT AND RIGHT, TURN RIGHT ON BIBB
 DH2804'COUNTY ROAD NO. 97 AND DRIVE SOUTHWEST 0.89 KM (0.55 MI) TO THE
 DH2804'STATION ON THE LEFT.
 DH2804'THE STATION IS 0.91 M (2.99 FT) NORTHWEST OF A FIVE STRAND BARBED WIRE
 DH2804'FENCE ON TREATED WOOD POSTS, 10.67 M (35.01 FT) SOUTHEAST OF THE
 DH2804'CENTER OF BIBB COUNTY ROAD NO. 97, AND 33.53 M (110.01 FT) SOUTHWEST
 DH2804'OF A POWER AND TELEPHONE CABLE POLE WITH CIRCUIT BREAKERS AND 3.2 FT
 DH2804'(1.0 M) NORTHWEST OF A CARSONITE POST.
 DH2804'STATION 4-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2804
 DH2804                          STATION RECOVERY (2002)
 DH2804
 DH2804'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DH2804'RECOVERED IN GOOD CONDITION.
 DH2804
 DH2804                          STATION RECOVERY (2002)
 DH2804
 DH2804'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 DH2804'RECOVERED IN GOOD CONDITION.
 DH2804
 DH2804                          STATION RECOVERY (2004)
 DH2804
 DH2804'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 DH2804'RECOVERED IN GOOD CONDITION.
 DH2804
 DH2804                          STATION RECOVERY (2004)
 DH2804
 DH2804'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (BB)
 DH2804'RECOVERED AS DESCRIBED.
 DH2804
 DH2804                          STATION RECOVERY (2005)
 DH2804
 DH2804'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DH2804'REPLACED CARSONITE WITNESS POST WITH METAL WITNESS POST IN SAME
 DH2804'LOCATION, REST OF DESCRIPTION OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6915 ***********************************************************************
 AA6915  DESIGNATION -  4 20
 AA6915  PID         -  AA6915
 AA6915  STATE/COUNTY-  AL/BIBB
 AA6915  USGS QUAD   -  ALDRICH (1979)
 AA6915
 AA6915                         *CURRENT SURVEY CONTROL
 AA6915  ___________________________________________________________________
 AA6915* NAD 83(1992)-  33 01 14.49329(N)    086 59 39.77092(W)     ADJUSTED  
 AA6915* NAVD 88     -       111.4    (meters)     365.     (feet)  VERTCON   
 AA6915  ___________________________________________________________________
 AA6915  X           -     280,694.033 (meters)                     COMP
 AA6915  Y           -  -5,345,929.571 (meters)                     COMP
 AA6915  Z           -   3,455,927.948 (meters)                     COMP
 AA6915  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AA6915  ELLIP HEIGHT-          82.33  (meters)          (07/29/02) GPS OBS
 AA6915  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA6915
 AA6915  HORZ ORDER  -  FIRST
 AA6915  ELLP ORDER  -  FOURTH    CLASS I
 AA6915
 AA6915.The horizontal coordinates were established by GPS observations
 AA6915.and adjusted by the National Geodetic Survey in July 1995..
 AA6915
 AA6915.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6915
 AA6915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6915
 AA6915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6915
 AA6915.The ellipsoidal height was determined by GPS observations
 AA6915.and is referenced to NAD 83.
 AA6915
 AA6915.The geoid height was determined by GEOID03.
 AA6915
 AA6915;                    North         East     Units Scale Factor Converg.
 AA6915;SPC AL W     -   335,020.804   647,237.807   MT  0.99996084   +0 16 31.9
 AA6915;UTM  16      - 3,653,580.943   500,524.799   MT  0.99960000   +0 00 11.0
 AA6915
 AA6915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6915!SPC AL W     -   0.99998707  x   0.99996084  =   0.99994791
 AA6915!UTM  16      -   0.99998707  x   0.99960000  =   0.99958708
 AA6915
 AA6915                          SUPERSEDED SURVEY CONTROL
 AA6915
 AA6915  ELLIP H (07/21/95)   82.39   (m)                       GP(       ) 3 2
 AA6915  NGVD 29 (07/21/95)  111.4    (m)          365.     (f) GPS OBS        
 AA6915
 AA6915.Superseded values are not recommended for survey control.
 AA6915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6915.See file dsdata.txt to determine how the superseded data were derived.
 AA6915
 AA6915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0052553581(NAD 83)
 AA6915_MARKER: DD = SURVEY DISK
 AA6915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6915_STAMPING: 4-20 1994
 AA6915_MARK LOGO: ALHD  
 AA6915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6915+STABILITY: SURFACE MOTION
 AA6915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6915+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2003
 AA6915
 AA6915  HISTORY     - Date     Condition        Report By
 AA6915  HISTORY     - 1994     MONUMENTED       ALHD
 AA6915  HISTORY     - 20031207 GOOD             JCLS
 AA6915
 AA6915                          STATION DESCRIPTION
 AA6915
 AA6915'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6915'THE STATION IS IN BIBB COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL 25
 AA6915'ABOUT 9.50 MI (15.29 KM) NORTHEAST OF CENTREVILLE AND ABOUT 9.65 MI
 AA6915'(15.53 KM) SOUTHEAST OF WEST BLOCTON. TO REACH THE STATION FROM THE
 AA6915'JUNCTION OF U.S. 82 AND AL 25 NORTH (MILEPOST 85.00 ON U.S. 82 AND
 AA6915'MILEPOST 91.48 ON AL 25) IN CENTREVILLE, DRIVE NORTHEAST ON AL 25 FOR
 AA6915'10.55 MI (16.98 KM) TO MILEPOST 102.05 AND THE STATION ON THE RIGHT.
 AA6915'THE STATION IS 26.0 FT (7.9 M) SOUTHEAST OF A LARGE METAL MAILBOX ON A
 AA6915'BLACK STEEL POST, 46.0 FT (14.0 M) NORTH-NORTHEAST OF A JUNCTION POWER
 AA6915'POLE WITH TWO GUY WIRES AND ONE TRANSFORMER, 47.5 FT (14.5 M)
 AA6915'EAST-SOUTHEAST OF THE CENTERLINE OF AL 25, 55.0 FT (16.8 M)
 AA6915'NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO 160, 2.3 FT (0.7 M)
 AA6915'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA6915'STATION 4-21 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA6915
 AA6915                          STATION RECOVERY (2003)
 AA6915
 AA6915'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA6915'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6916 ***********************************************************************
 AA6916  DESIGNATION -  4 21
 AA6916  PID         -  AA6916
 AA6916  STATE/COUNTY-  AL/BIBB
 AA6916  USGS QUAD   -  ALDRICH (1979)
 AA6916
 AA6916                         *CURRENT SURVEY CONTROL
 AA6916  ___________________________________________________________________
 AA6916* NAD 83(1992)-  33 01 31.11840(N)    086 59 18.44011(W)     ADJUSTED  
 AA6916* NAVD 88     -       114.6    (meters)     376.     (feet)  VERTCON   
 AA6916  ___________________________________________________________________
 AA6916  X           -     281,232.356 (meters)                     COMP
 AA6916  Y           -  -5,345,624.457 (meters)                     COMP
 AA6916  Z           -   3,456,359.126 (meters)                     COMP
 AA6916  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 AA6916  ELLIP HEIGHT-          85.53  (meters)          (07/29/02) GPS OBS
 AA6916  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA6916
 AA6916  HORZ ORDER  -  FIRST
 AA6916  ELLP ORDER  -  FOURTH    CLASS I
 AA6916
 AA6916.The horizontal coordinates were established by GPS observations
 AA6916.and adjusted by the National Geodetic Survey in July 1995..
 AA6916
 AA6916.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6916
 AA6916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6916
 AA6916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6916
 AA6916.The ellipsoidal height was determined by GPS observations
 AA6916.and is referenced to NAD 83.
 AA6916
 AA6916.The geoid height was determined by GEOID03.
 AA6916
 AA6916;                    North         East     Units Scale Factor Converg.
 AA6916;SPC AL W     -   335,535.624   647,788.889   MT  0.99996148   +0 16 43.7
 AA6916;UTM  16      - 3,654,092.952   501,078.123   MT  0.99960001   +0 00 22.7
 AA6916
 AA6916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6916!SPC AL W     -   0.99998657  x   0.99996148  =   0.99994805
 AA6916!UTM  16      -   0.99998657  x   0.99960001  =   0.99958659
 AA6916
 AA6916                          SUPERSEDED SURVEY CONTROL
 AA6916
 AA6916  ELLIP H (07/21/95)   85.59   (m)                       GP(       ) 3 2
 AA6916  NGVD 29 (07/21/95)  114.6    (m)          376.     (f) GPS OBS        
 AA6916
 AA6916.Superseded values are not recommended for survey control.
 AA6916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6916.See file dsdata.txt to determine how the superseded data were derived.
 AA6916
 AA6916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0107854093(NAD 83)
 AA6916_MARKER: DD = SURVEY DISK
 AA6916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6916_STAMPING: 4-21 1994
 AA6916_MARK LOGO: ALHD  
 AA6916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6916+STABILITY: SURFACE MOTION
 AA6916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6916+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6916
 AA6916  HISTORY     - Date     Condition        Report By
 AA6916  HISTORY     - 1994     MONUMENTED       ALHD
 AA6916
 AA6916                          STATION DESCRIPTION
 AA6916
 AA6916'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6916'THE STATION IS IN BIBB COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL 25
 AA6916'ABOUT 9.95 MI (16.01 KM) NORTHEAST OF CENTREVILLE AND ABOUT 9.70 MI
 AA6916'(15.61 KM) SOUTHEAST OF WEST BLOCTON. TO REACH THE STATION FROM THE
 AA6916'JUNCTION OF U.S. 82 AND AL 25 NORTH (MILEPOST 85.00 ON U.S. 82 AND
 AA6916'MILEPOST 91.48 ON AL 25) IN CENTREVILLE, DRIVE NORTHEAST ON AL 25 FOR
 AA6916'11.00 MI (17.70 KM) TO MILEPOST 102.50 AND THE STATION ON THE RIGHT.
 AA6916'THE STATION IS 35.6 FT (10.9 M) SOUTHEAST OF THE CENTERLINE OF AL 25,
 AA6916'106.0 FT (32.3 M) SOUTHWEST OF TWO WHITE METAL MAILBOXES ON THREE INCH
 AA6916'TREATED WOOD POSTS, 121.5 FT (37.0 M) EAST-NORTHEAST OF A RUSTY METAL
 AA6916'MAILBOX ON A TREATED WOOD POST, 122.5 FT (37.3 M) EAST OF THE CENTER
 AA6916'OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 139.0 FT (42.4 M)
 AA6916'SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A BROWN
 AA6916'WOOD FRAME HOUSE ACROSS THE ROAD, 179.7 FT (54.8 M) SOUTHWEST OF
 AA6916'TELEPHONE CABLE PEDESTAL NO 166, 2.2 FT (0.7 M) NORTHWEST OF A
 AA6916'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 4-20
 AA6916'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6917 ***********************************************************************
 AA6917  DESIGNATION -  4 22
 AA6917  PID         -  AA6917
 AA6917  STATE/COUNTY-  AL/BIBB
 AA6917  USGS QUAD   -  PONDVILLE (1983)
 AA6917
 AA6917                         *CURRENT SURVEY CONTROL
 AA6917  ___________________________________________________________________
 AA6917* NAD 83(1992)-  32 54 56.15686(N)    087 20 00.43202(W)     ADJUSTED  
 AA6917* NAVD 88     -       106.7    (meters)     350.     (feet)  VERTCON   
 AA6917  ___________________________________________________________________
 AA6917  X           -     249,347.340 (meters)                     COMP
 AA6917  Y           -  -5,353,828.672 (meters)                     COMP
 AA6917  Z           -   3,446,146.704 (meters)                     COMP
 AA6917  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AA6917  ELLIP HEIGHT-          77.44  (meters)          (07/29/02) GPS OBS
 AA6917  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AA6917
 AA6917  HORZ ORDER  -  FIRST
 AA6917  ELLP ORDER  -  FOURTH    CLASS I
 AA6917
 AA6917.The horizontal coordinates were established by GPS observations
 AA6917.and adjusted by the National Geodetic Survey in July 1995..
 AA6917
 AA6917.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6917
 AA6917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6917
 AA6917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6917
 AA6917.The ellipsoidal height was determined by GPS observations
 AA6917.and is referenced to NAD 83.
 AA6917
 AA6917.The geoid height was determined by GEOID03.
 AA6917
 AA6917;                    North         East     Units Scale Factor Converg.
 AA6917;SPC AL W     -   323,265.027   615,578.093   MT  0.99993632   +0 05 25.8
 AA6917;UTM  16      - 3,641,979.622   468,820.482   MT  0.99961199   -0 10 52.3
 AA6917
 AA6917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6917!SPC AL W     -   0.99998784  x   0.99993632  =   0.99992416
 AA6917!UTM  16      -   0.99998784  x   0.99961199  =   0.99959984
 AA6917
 AA6917:                Primary Azimuth Mark                     Grid Az
 AA6917:SPC AL W     -  4 23                                     102 32 59.9
 AA6917:UTM  16      -  4 23                                     102 49 18.0
 AA6917
 AA6917|---------------------------------------------------------------------|
 AA6917| PID    Reference Object                     Distance      Geod. Az  |
 AA6917|                                                           dddmmss.s |
 AA6917| AA6918 4 23                                454.899 METERS 1023825.7 |
 AA6917|---------------------------------------------------------------------|
 AA6917
 AA6917                          SUPERSEDED SURVEY CONTROL
 AA6917
 AA6917  ELLIP H (07/21/95)   77.49   (m)                       GP(       ) 3 2
 AA6917  NGVD 29 (07/21/95)  106.7    (m)          350.     (f) GPS OBS        
 AA6917
 AA6917.Superseded values are not recommended for survey control.
 AA6917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6917.See file dsdata.txt to determine how the superseded data were derived.
 AA6917
 AA6917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6882041980(NAD 83)
 AA6917_MARKER: DD = SURVEY DISK
 AA6917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6917_STAMPING: 4-22 1994
 AA6917_MARK LOGO: ALHD  
 AA6917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6917+STABILITY: SURFACE MOTION
 AA6917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6917+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6917
 AA6917  HISTORY     - Date     Condition        Report By
 AA6917  HISTORY     - 1994     MONUMENTED       ALHD
 AA6917
 AA6917                          STATION DESCRIPTION
 AA6917
 AA6917'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6917'THE STATION IS LOCATED IN BIBB COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA6917'A PAVED COUNTY ROAD, ABOUT 9.85 MI (15.85 KM) WEST OF BRENT AND ABOUT
 AA6917'18.45 MI (29.69 KM) SOUTHWEST OF WEST BLOCKTON. TO REACH THE STATION
 AA6917'FROM THE JUNCTION OF ALA 5 SOUTH AND ALA 25 SOUTH (MILE POST 84.80 ON
 AA6917'ALA 25 AND MILE POST 81.95 ON ALA 5) ABOUT 5.1 MI (8.2 KM) SOUTHWEST
 AA6917'OF BRENT, DRIVE WEST ON ALA 25 FOR 6.90 MI (11.10 KM) TO MILE POST
 AA6917'77.90 AND BIBB COUNTY ROAD NO. 16 ON THE RIGHT, TURN RIGHT ON BIBB
 AA6917'COUNTY ROAD NO. 16 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO A PAVED
 AA6917'COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA6917'WEST FOR 1.30 MI (2.09 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA6917'40.4 FT (12.3 M) SOUTHWEST OF THE CENTERLINE OF THE PAVED COUNTY ROAD,
 AA6917'90.4 FT (27.6 M) NORTH OF THE CENTER OF A GRAVEL ROAD, 126.2 FT (38.5
 AA6917'M) SOUTH-SOUTHEAST OF A BURIED CABLE WARNING SIGN, 2.3 FT (0.7 M)
 AA6917'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA6917'STATION 4-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA6918 ***********************************************************************
 AA6918  DESIGNATION -  4 23
 AA6918  PID         -  AA6918
 AA6918  STATE/COUNTY-  AL/BIBB
 AA6918  USGS QUAD   -  PONDVILLE (1983)
 AA6918
 AA6918                         *CURRENT SURVEY CONTROL
 AA6918  ___________________________________________________________________
 AA6918* NAD 83(1992)-  32 54 52.92517(N)    087 19 43.34958(W)     ADJUSTED  
 AA6918* NAVD 88     -        91.5    (meters)     300.     (feet)  VERTCON   
 AA6918  ___________________________________________________________________
 AA6918  X           -     249,792.660 (meters)                     COMP
 AA6918  Y           -  -5,353,849.314 (meters)                     COMP
 AA6918  Z           -   3,446,054.879 (meters)                     COMP
 AA6918  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AA6918  ELLIP HEIGHT-          62.26  (meters)          (07/29/02) GPS OBS
 AA6918  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 AA6918
 AA6918  HORZ ORDER  -  FIRST
 AA6918  ELLP ORDER  -  FOURTH    CLASS I
 AA6918
 AA6918.The horizontal coordinates were established by GPS observations
 AA6918.and adjusted by the National Geodetic Survey in July 1995..
 AA6918
 AA6918.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA6918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA6918
 AA6918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA6918
 AA6918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA6918
 AA6918.The ellipsoidal height was determined by GPS observations
 AA6918.and is referenced to NAD 83.
 AA6918
 AA6918.The geoid height was determined by GEOID03.
 AA6918
 AA6918;                    North         East     Units Scale Factor Converg.
 AA6918;SPC AL W     -   323,166.188   616,022.095   MT  0.99993650   +0 05 35.1
 AA6918;UTM  16      - 3,641,878.711   469,263.865   MT  0.99961165   -0 10 43.0
 AA6918
 AA6918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA6918!SPC AL W     -   0.99999023  x   0.99993650  =   0.99992673
 AA6918!UTM  16      -   0.99999023  x   0.99961165  =   0.99960188
 AA6918
 AA6918:                Primary Azimuth Mark                     Grid Az
 AA6918:SPC AL W     -  4 22                                     282 32 59.9
 AA6918:UTM  16      -  4 22                                     282 49 18.0
 AA6918
 AA6918|---------------------------------------------------------------------|
 AA6918| PID    Reference Object                     Distance      Geod. Az  |
 AA6918|                                                           dddmmss.s |
 AA6918| AA6917 4 22                                454.899 METERS 2823835.0 |
 AA6918|---------------------------------------------------------------------|
 AA6918
 AA6918                          SUPERSEDED SURVEY CONTROL
 AA6918
 AA6918  ELLIP H (07/21/95)   62.31   (m)                       GP(       ) 3 2
 AA6918  NGVD 29 (07/21/95)   91.5    (m)          300.     (f) GPS OBS        
 AA6918
 AA6918.Superseded values are not recommended for survey control.
 AA6918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA6918.See file dsdata.txt to determine how the superseded data were derived.
 AA6918
 AA6918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6926441879(NAD 83)
 AA6918_MARKER: DD = SURVEY DISK
 AA6918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA6918_STAMPING: 4-23 1994
 AA6918_MARK LOGO: ALHD  
 AA6918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA6918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA6918+STABILITY: SURFACE MOTION
 AA6918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA6918+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA6918
 AA6918  HISTORY     - Date     Condition        Report By
 AA6918  HISTORY     - 1994     MONUMENTED       ALHD
 AA6918
 AA6918                          STATION DESCRIPTION
 AA6918
 AA6918'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA6918'THE STATION IS LOCATED IN BIBB COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA6918'PAVED COUNTY ROAD, ABOUT 9.60 MI (15.45 KM) WEST OF BRENT AND ABOUT
 AA6918'18.35 MI (29.53 KM) SOUTHWEST OF WEST BLOCKTON. TO REACH THE STATION
 AA6918'FROM THE JUNCTION OF ALA 5 SOUTH AND ALA 25 SOUTH (MILE POST 84.80 ON
 AA6918'ALA 25 AND MILE POST 81.95 ON ALA 5) ABOUT 5.1 MI (8.2 KM) SOUTHWEST
 AA6918'OF BRENT, DRIVE WEST ON ALA 25 FOR 6.90 MI (11.10 KM) TO MILE POST
 AA6918'77.90 AND BIBB COUNTY ROAD NO. 16 ON THE RIGHT, TURN RIGHT ON BIBB
 AA6918'COUNTY ROAD NO. 16 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO A PAVED
 AA6918'COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA6918'WEST FOR 1.05 MI (1.69 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA6918'36.4 FT (11.1 M) SOUTH OF THE CENTERLINE OF THE PAVED COUNTY ROAD,
 AA6918'110.8 FT (33.8 M) EAST OF A POWER POLE, 197.2 FT (60.1 M)
 AA6918'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A SMALL WOOD BARN WITH A TIN
 AA6918'ROOF, 252.7 FT (77.0 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 61 21,
 AA6918'253.6 FT (77.3 M) WEST OF A JUNCTION POWER POLE, 4.9 FT (1.5 M)
 AA6918'NORTH-NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA6918'GROUND. STATION 4-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7443 ***********************************************************************
 AA7443  DESIGNATION -  4 25
 AA7443  PID         -  AA7443
 AA7443  STATE/COUNTY-  AL/BIBB
 AA7443  USGS QUAD   -  WEST BLOCTON EAST (1980)
 AA7443
 AA7443                         *CURRENT SURVEY CONTROL
 AA7443  ___________________________________________________________________
 AA7443* NAD 83(1992)-  33 02 02.23603(N)    087 03 34.38656(W)     ADJUSTED  
 AA7443* NAVD 88     -       125.1    (meters)     410.     (feet)  VERTCON   
 AA7443  ___________________________________________________________________
 AA7443  X           -     274,572.597 (meters)                     COMP
 AA7443  Y           -  -5,345,456.248 (meters)                     COMP
 AA7443  Z           -   3,457,168.568 (meters)                     COMP
 AA7443  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AA7443  ELLIP HEIGHT-          96.02  (meters)          (07/29/02) GPS OBS
 AA7443  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA7443
 AA7443  HORZ ORDER  -  FIRST
 AA7443  ELLP ORDER  -  FOURTH    CLASS I
 AA7443
 AA7443.The horizontal coordinates were established by GPS observations
 AA7443.and adjusted by the National Geodetic Survey in August 1995..
 AA7443
 AA7443.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7443
 AA7443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7443
 AA7443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7443
 AA7443.The ellipsoidal height was determined by GPS observations
 AA7443.and is referenced to NAD 83.
 AA7443
 AA7443.The geoid height was determined by GEOID03.
 AA7443
 AA7443;                    North         East     Units Scale Factor Converg.
 AA7443;SPC AL W     -   336,464.137   641,142.947   MT  0.99995420   +0 14 24.4
 AA7443;UTM  16      - 3,655,052.723   494,439.048   MT  0.99960038   -0 01 56.9
 AA7443
 AA7443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7443!SPC AL W     -   0.99998493  x   0.99995420  =   0.99993913
 AA7443!UTM  16      -   0.99998493  x   0.99960038  =   0.99958531
 AA7443
 AA7443                          SUPERSEDED SURVEY CONTROL
 AA7443
 AA7443  ELLIP H (08/28/95)   96.08   (m)                       GP(       ) 4 1
 AA7443  NGVD 29 (08/28/95)  125.1    (m)          410.     (f) GPS OBS        
 AA7443
 AA7443.Superseded values are not recommended for survey control.
 AA7443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7443.See file dsdata.txt to determine how the superseded data were derived.
 AA7443
 AA7443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9443955053(NAD 83)
 AA7443_MARKER: DD = SURVEY DISK
 AA7443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7443_STAMPING: 4-25 1994
 AA7443_MARK LOGO: ALHD  
 AA7443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7443+STABILITY: SURFACE MOTION
 AA7443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7443+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7443
 AA7443  HISTORY     - Date     Condition        Report By
 AA7443  HISTORY     - 1994     MONUMENTED       ALHD
 AA7443
 AA7443                          STATION DESCRIPTION
 AA7443
 AA7443'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7443'THE STATION IS LOCATED IN BIBB COUNTY ON THE EAST RIGHT OF WAY OF A
 AA7443'PAVED COUNTY ROAD, ABOUT 3.60 MI (5.79 KM) NORTHWEST OF SIX MILE AND
 AA7443'ABOUT 7.35 MI (11.83 KM) NORTHEAST OF CENTREVILLE. TO REACH THE
 AA7443'STATION FROM THE JUNCTION OF U.S. 82, ALA 25, ALA 58, AND ALA 219
 AA7443'(MILE POST 91.50 ON ALA 25, MILE POST 85.00 ON U.S. 82, MILE POST 0.00
 AA7443'ON ALA 58, AND MILE POST 35.70 ON ALA 219) AT A TRAFFIC LIGHT IN
 AA7443'CENTREVILLE, DRIVE NORTHEAST ON ALA 25 FOR 7.45 MI (11.99 KM) TO MILE
 AA7443'POST 98.95 AND A PAVED COUNTY ROAD LEFT AND RIGHT AT A MID - SOUTH
 AA7443'INSTRUMENTS BUILDING, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7443'NORTH AND NORTHWEST FOR 3.25 MI (5.23 KM) TO A Y-INTERSECTION, BEAR
 AA7443'LEFT ON A PAVED COUNTY ROAD AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO A
 AA7443'REVERSE Y-INTERSECTION, BEAR LEFT ON A PAVED COUNTY ROAD AND DRIVE
 AA7443'SOUTHWEST AND SOUTH FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.
 AA7443'THE STATION IS 3.2 FT (1.0 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 AA7443'ON TREATED WOOD POSTS, 22.8 FT (6.9 M) EAST OF THE CENTER OF THE PAVED
 AA7443'COUNTY ROAD, 41.2 FT (12.6 M) NORTH OF A POWER POLE, 85.4 FT (26.0 M)
 AA7443'SOUTH OF A FENCE CORNER SOUTH OF A FIELD ROAD, 86.9 FT (26.5 M)
 AA7443'SOUTH-SOUTHWEST OF THE SOUTH POST OF A METAL GATE, 3.3 FT (1.0 M) WEST
 AA7443'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA7443'4-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7444 ***********************************************************************
 AA7444  DESIGNATION -  4 26
 AA7444  PID         -  AA7444
 AA7444  STATE/COUNTY-  AL/BIBB
 AA7444  USGS QUAD   -  WEST BLOCTON EAST (1980)
 AA7444
 AA7444                         *CURRENT SURVEY CONTROL
 AA7444  ___________________________________________________________________
 AA7444* NAD 83(1992)-  33 02 03.20924(N)    087 03 10.70773(W)     ADJUSTED  
 AA7444* NAVD 88     -       123.2    (meters)     404.     (feet)  VERTCON   
 AA7444  ___________________________________________________________________
 AA7444  X           -     275,185.323 (meters)                     COMP
 AA7444  Y           -  -5,345,406.795 (meters)                     COMP
 AA7444  Z           -   3,457,192.678 (meters)                     COMP
 AA7444  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AA7444  ELLIP HEIGHT-          94.14  (meters)          (07/29/02) GPS OBS
 AA7444  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA7444
 AA7444  HORZ ORDER  -  FIRST
 AA7444  ELLP ORDER  -  FOURTH    CLASS I
 AA7444
 AA7444.The horizontal coordinates were established by GPS observations
 AA7444.and adjusted by the National Geodetic Survey in August 1995..
 AA7444
 AA7444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7444
 AA7444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7444
 AA7444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7444
 AA7444.The ellipsoidal height was determined by GPS observations
 AA7444.and is referenced to NAD 83.
 AA7444
 AA7444.The geoid height was determined by GEOID03.
 AA7444
 AA7444;                    North         East     Units Scale Factor Converg.
 AA7444;SPC AL W     -   336,496.711   641,757.235   MT  0.99995482   +0 14 37.3
 AA7444;UTM  16      - 3,655,082.364   495,053.266   MT  0.99960030   -0 01 44.0
 AA7444
 AA7444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7444!SPC AL W     -   0.99998522  x   0.99995482  =   0.99994004
 AA7444!UTM  16      -   0.99998522  x   0.99960030  =   0.99958553
 AA7444
 AA7444                          SUPERSEDED SURVEY CONTROL
 AA7444
 AA7444  ELLIP H (08/28/95)   94.21   (m)                       GP(       ) 4 1
 AA7444  NGVD 29 (08/28/95)  123.2    (m)          404.     (f) GPS OBS        
 AA7444
 AA7444.Superseded values are not recommended for survey control.
 AA7444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7444.See file dsdata.txt to determine how the superseded data were derived.
 AA7444
 AA7444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9505355082(NAD 83)
 AA7444_MARKER: DD = SURVEY DISK
 AA7444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7444_STAMPING: 4-26 1994
 AA7444_MARK LOGO: ALHD  
 AA7444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7444+STABILITY: SURFACE MOTION
 AA7444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7444+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7444
 AA7444  HISTORY     - Date     Condition        Report By
 AA7444  HISTORY     - 1994     MONUMENTED       ALHD
 AA7444
 AA7444                          STATION DESCRIPTION
 AA7444
 AA7444'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7444'THE STATION IS LOCATED IN BIBB COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA7444'A PAVED COUNTY ROAD, ABOUT 3.35 MI (5.39 KM) NORTHWEST OF SIX MILE AND
 AA7444'ABOUT 7.70 MI (12.39 KM) NORTHEAST OF CENTREVILLE. TO REACH THE
 AA7444'STATION FROM THE JUNCTION OF U.S. 82, ALA 25, ALA 58, AND ALA 219
 AA7444'(MILE POST 91.50 ON ALA 25, MILE POST 85.00 ON U.S. 82, MILE POST 0.00
 AA7444'ON ALA 58, AND MILE POST 35.70 ON ALA 219) AT A TRAFFIC LIGHT IN
 AA7444'CENTREVILLE, DRIVE NORTHEAST ON ALA 25 FOR 7.45 MI (11.99 KM) TO MILE
 AA7444'POST 98.95 AND A PAVED COUNTY ROAD LEFT AND RIGHT AT A MID - SOUTH
 AA7444'INSTRUMENTS BUILDING, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7444'NORTH AND NORTHWEST FOR 3.00 MI (4.83 KM) TO THE STATION ON THE RIGHT.
 AA7444'THE STATION IS 2.9 FT (0.9 M) SOUTHWEST OF A FIVE STRAND BARBED WIRE
 AA7444'FENCE ON TREATED WOOD POSTS, 13.5 FT (4.1 M) WEST-NORTHWEST OF A FENCE
 AA7444'CORNER NORTHWEST OF A FIELD ROAD, 21.8 FT (6.6 M) NORTHEAST OF THE
 AA7444'CENTER OF THE PAVED COUNTY ROAD, 28.0 FT (8.5 M) WEST-SOUTHWEST OF THE
 AA7444'NORTHWEST CORNER OF A PIPE GATE, 30.0 FT (9.1 M) NORTHWEST OF THE
 AA7444'CENTER OF A FIELD ROAD, 53.9 FT (16.4 M) SOUTHEAST OF THE SOUTHEAST
 AA7444'ONE OF THREE CONNECTED POSTS IN THE FENCE LINE, 3.3 FT (1.0 M)
 AA7444'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7444'STATION 4-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7445 ***********************************************************************
 AA7445  DESIGNATION -  4 27
 AA7445  PID         -  AA7445
 AA7445  STATE/COUNTY-  AL/BIBB
 AA7445  USGS QUAD   -  PEARSON (1983)
 AA7445
 AA7445                         *CURRENT SURVEY CONTROL
 AA7445  ___________________________________________________________________
 AA7445* NAD 83(1992)-  33 01 28.97005(N)    087 18 48.46017(W)     ADJUSTED  
 AA7445* NAVD 88     -       106.4    (meters)     349.     (feet)  VERTCON   
 AA7445  ___________________________________________________________________
 AA7445  X           -     250,906.741 (meters)                     COMP
 AA7445  Y           -  -5,347,162.702 (meters)                     COMP
 AA7445  Z           -   3,456,299.051 (meters)                     COMP
 AA7445  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AA7445  ELLIP HEIGHT-          77.12  (meters)          (07/29/02) GPS OBS
 AA7445  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AA7445
 AA7445  HORZ ORDER  -  FIRST
 AA7445  ELLP ORDER  -  FOURTH    CLASS I
 AA7445
 AA7445.The horizontal coordinates were established by GPS observations
 AA7445.and adjusted by the National Geodetic Survey in August 1995..
 AA7445
 AA7445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7445
 AA7445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7445
 AA7445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7445
 AA7445.The ellipsoidal height was determined by GPS observations
 AA7445.and is referenced to NAD 83.
 AA7445
 AA7445.The geoid height was determined by GEOID03.
 AA7445
 AA7445;                    North         East     Units Scale Factor Converg.
 AA7445;SPC AL W     -   335,368.635   617,426.643   MT  0.99993708   +0 06 06.0
 AA7445;UTM  16      - 3,654,070.378   470,725.871   MT  0.99961057   -0 10 15.0
 AA7445
 AA7445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7445!SPC AL W     -   0.99998789  x   0.99993708  =   0.99992497
 AA7445!UTM  16      -   0.99998789  x   0.99961057  =   0.99959847
 AA7445
 AA7445                          SUPERSEDED SURVEY CONTROL
 AA7445
 AA7445  ELLIP H (08/28/95)   77.19   (m)                       GP(       ) 4 1
 AA7445  NGVD 29 (08/28/95)  106.3    (m)          349.     (f) GPS OBS        
 AA7445
 AA7445.Superseded values are not recommended for survey control.
 AA7445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7445.See file dsdata.txt to determine how the superseded data were derived.
 AA7445
 AA7445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7072654070(NAD 83)
 AA7445_MARKER: DD = SURVEY DISK
 AA7445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7445_STAMPING: 4-27 1994
 AA7445_MARK LOGO: ALHD  
 AA7445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7445+STABILITY: SURFACE MOTION
 AA7445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7445+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7445
 AA7445  HISTORY     - Date     Condition        Report By
 AA7445  HISTORY     - 1994     MONUMENTED       ALHD
 AA7445
 AA7445                          STATION DESCRIPTION
 AA7445
 AA7445'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7445'THE STATION IS LOCATED IN BIBB COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7445'U.S. 82, ABOUT 8.40 MI (13.52 KM) NORTH OF PONDVILLE AND ABOUT 11.65
 AA7445'MI (18.75 KM) NORTHWEST OF CENTREVILLE. TO REACH THE STATION FROM THE
 AA7445'JUNCTION OF U.S. 82 AND ALA 5 (MILE POST 82.65 ON U.S. 82 AND MILE
 AA7445'POST 88.65 ON ALA 5) IN BRENT, DRIVE NORTHWEST ON U.S. 82 FOR 10.80 MI
 AA7445'(17.38 KM) TO MILE POST 71.85 AND THE STATION ON THE RIGHT. THE
 AA7445'STATION IS LOCATED AT THE CREST OF A 28 FT (8.5 M) BACKSLOPE, 6.0 FT
 AA7445'(1.8 M) SOUTH OF THE SOUTH EDGE OF A CONCRETE FLUME, 12.5 FT (3.8 M)
 AA7445'SOUTHWEST OF THE EAST END OF A CONCRETE FLUME, 116.1 FT (35.4 M) NORTH
 AA7445'OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S. 82, 119.6 FT (36.5
 AA7445'M) SOUTHWEST OF A CARSONITE BURIED CABLE MARKER, 176.5 FT (53.8 M)
 AA7445'EAST OF AN ANGLE TRANSFORMER POWER POLE WITH FOUR GUY WIRES, 197.1 FT
 AA7445'(60.1 M) WEST-SOUTHWEST OF TRANSFORMER POWER AND CABLE POLE NO. 2 WITH
 AA7445'A SECURITY LIGHT, 265.5 FT (80.9 M) EAST OF THE SOUTHEAST CORNER OF A
 AA7445'WHITE CONCRETE BLOCK CHURCH BUILDING, 2.3 FT (0.7 M) SOUTH-SOUTHWEST
 AA7445'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA7445'4-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7446 ***********************************************************************
 AA7446  DESIGNATION -  4 28
 AA7446  PID         -  AA7446
 AA7446  STATE/COUNTY-  AL/BIBB
 AA7446  USGS QUAD   -  PEARSON (1983)
 AA7446
 AA7446                         *CURRENT SURVEY CONTROL
 AA7446  ___________________________________________________________________
 AA7446* NAD 83(1992)-  33 01 29.56287(N)    087 18 25.20520(W)     ADJUSTED  
 AA7446* NAVD 88     -       108.3    (meters)     355.     (feet)  VERTCON   
 AA7446  ___________________________________________________________________
 AA7446  X           -     251,509.206 (meters)                     COMP
 AA7446  Y           -  -5,347,126.080 (meters)                     COMP
 AA7446  Z           -   3,456,315.432 (meters)                     COMP
 AA7446  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AA7446  ELLIP HEIGHT-          79.08  (meters)          (07/29/02) GPS OBS
 AA7446  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AA7446
 AA7446  HORZ ORDER  -  FIRST
 AA7446  ELLP ORDER  -  FOURTH    CLASS I
 AA7446
 AA7446.The horizontal coordinates were established by GPS observations
 AA7446.and adjusted by the National Geodetic Survey in August 1995..
 AA7446
 AA7446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7446
 AA7446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7446
 AA7446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7446
 AA7446.The ellipsoidal height was determined by GPS observations
 AA7446.and is referenced to NAD 83.
 AA7446
 AA7446.The geoid height was determined by GEOID03.
 AA7446
 AA7446;                    North         East     Units Scale Factor Converg.
 AA7446;SPC AL W     -   335,387.986   618,030.084   MT  0.99993734   +0 06 18.7
 AA7446;UTM  16      - 3,654,086.853   471,329.199   MT  0.99961014   -0 10 02.3
 AA7446
 AA7446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7446!SPC AL W     -   0.99998758  x   0.99993734  =   0.99992493
 AA7446!UTM  16      -   0.99998758  x   0.99961014  =   0.99959773
 AA7446
 AA7446                          SUPERSEDED SURVEY CONTROL
 AA7446
 AA7446  ELLIP H (08/28/95)   79.15   (m)                       GP(       ) 4 1
 AA7446  NGVD 29 (08/28/95)  108.3    (m)          355.     (f) GPS OBS        
 AA7446
 AA7446.Superseded values are not recommended for survey control.
 AA7446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7446.See file dsdata.txt to determine how the superseded data were derived.
 AA7446
 AA7446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7132954087(NAD 83)
 AA7446_MARKER: DD = SURVEY DISK
 AA7446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7446_STAMPING: 4-28 1994
 AA7446_MARK LOGO: ALHD  
 AA7446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7446+STABILITY: SURFACE MOTION
 AA7446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7446+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7446
 AA7446  HISTORY     - Date     Condition        Report By
 AA7446  HISTORY     - 1994     MONUMENTED       ALHD
 AA7446
 AA7446                          STATION DESCRIPTION
 AA7446
 AA7446'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7446'THE STATION IS LOCATED IN BIBB COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7446'U.S. 82, ABOUT 8.45 MI (13.60 KM) NORTH OF PONDVILLE AND ABOUT 11.30
 AA7446'MI (18.19 KM) NORTHWEST OF CENTREVILLE. TO REACH THE STATION FROM THE
 AA7446'JUNCTION OF U.S. 82 AND ALA 5 (MILE POST 82.65 ON U.S. 82 AND MILE
 AA7446'POST 88.65 ON ALA 5) IN BRENT, DRIVE NORTHWEST ON U.S. 82 FOR 10.40 MI
 AA7446'(16.74 KM) TO MILE POST 72.25 AND THE STATION ON THE RIGHT. THE
 AA7446'STATION IS LOCATED AT THE CREST OF A 9 FT (2.7 M) BACKSLOPE, 31.1 FT
 AA7446'(9.5 M) SOUTH-SOUTHEAST OF THE EAST END OF A CONCRETE FLUME, 94.2 FT
 AA7446'(28.7 M) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S. 82,
 AA7446'122.0 FT (37.2 M) WEST-NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA7446'211.5 FT (64.5 M) WEST OF AN ANGLE AND JUNCTION POWER POLE WITH TWO
 AA7446'GUY WIRES, 2.3 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA7446'FLUSH WITH THE GROUND. STATION 4-27 1994 MAY BE USED AS AN AZIMUTH FOR
 AA7446'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2805 ***********************************************************************
 DH2805  DESIGNATION -  4 3
 DH2805  PID         -  DH2805
 DH2805  STATE/COUNTY-  AL/BIBB
 DH2805  USGS QUAD   -  WEST BLOCTON WEST (1979)
 DH2805
 DH2805                         *CURRENT SURVEY CONTROL
 DH2805  ___________________________________________________________________
 DH2805* NAD 83(1992)-  33 05 48.83742(N)    087 07 29.02639(W)     ADJUSTED  
 DH2805* NAVD 88     -       160.6    (meters)     527.     (feet)  VERTCON   
 DH2805  ___________________________________________________________________
 DH2805  X           -     268,302.047 (meters)                     COMP
 DH2805  Y           -  -5,341,990.834 (meters)                     COMP
 DH2805  Z           -   3,463,038.422 (meters)                     COMP
 DH2805  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DH2805  ELLIP HEIGHT-         131.56  (meters)          (07/29/02) GPS OBS
 DH2805  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH2805
 DH2805  HORZ ORDER  -  FIRST
 DH2805  ELLP ORDER  -  FOURTH    CLASS I
 DH2805
 DH2805.The horizontal coordinates were established by GPS observations
 DH2805.and adjusted by the National Geodetic Survey in December 1992..
 DH2805
 DH2805.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2805
 DH2805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2805
 DH2805.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2805
 DH2805.The ellipsoidal height was determined by GPS observations
 DH2805.and is referenced to NAD 83.
 DH2805
 DH2805.The geoid height was determined by GEOID03.
 DH2805
 DH2805;                    North         East     Units Scale Factor Converg.
 DH2805;SPC AL W     -   343,421.042   635,029.611   MT  0.99994846   +0 12 17.7
 DH2805;UTM  16      - 3,662,036.209   488,361.034   MT  0.99960167   -0 04 05.2
 DH2805
 DH2805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2805!SPC AL W     -   0.99997935  x   0.99994846  =   0.99992781
 DH2805!UTM  16      -   0.99997935  x   0.99960167  =   0.99958102
 DH2805
 DH2805:                Primary Azimuth Mark                     Grid Az
 DH2805:SPC AL W     -  4 4                                      359 14 48.8
 DH2805:UTM  16      -  4 4                                      359 31 11.7
 DH2805
 DH2805|---------------------------------------------------------------------|
 DH2805| PID    Reference Object                     Distance      Geod. Az  |
 DH2805|                                                           dddmmss.s |
 DH2805| DH2806 4 4                                 APPROX. 0.6 KM 3592706.5 |
 DH2805|---------------------------------------------------------------------|
 DH2805
 DH2805                          SUPERSEDED SURVEY CONTROL
 DH2805
 DH2805  ELLIP H (12/04/92)  131.63   (m)                       GP(       ) 4 1
 DH2805  NAD 83(1986)-  33 05 48.84337(N)    087 07 29.02976(W) AD(       ) 1
 DH2805  NGVD 29 (12/04/92)  160.6    (m)          527.     (f) GPS OBS        
 DH2805
 DH2805.Superseded values are not recommended for survey control.
 DH2805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2805.See file dsdata.txt to determine how the superseded data were derived.
 DH2805
 DH2805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8836162036(NAD 83)
 DH2805_MARKER: DD = SURVEY DISK
 DH2805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2805_SP_SET: CONCRETE POST
 DH2805_STAMPING: 4-3 1991
 DH2805_MARK LOGO: ALHD  
 DH2805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2805+STABILITY: SURFACE MOTION
 DH2805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2805+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2805
 DH2805  HISTORY     - Date     Condition        Report By
 DH2805  HISTORY     - 1991     MONUMENTED       ALHD
 DH2805
 DH2805                          STATION DESCRIPTION
 DH2805
 DH2805'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2805'THE STATION IS LOCATED IN BIBB COUNTY ON AN ALABAMA POWER COMPANY HIGH
 DH2805'VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 2.25 KM (1.40 MI) SOUTH OF
 DH2805'WEST BLOCTON AND ABOUT 16.58 KM (10.30 MI) NORTH OF CENTREVILLE.
 DH2805'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 WEST AND ALA 5
 DH2805'(MILE POST 88.70 ON ALA 5) IN BRENT, DRIVE NORTH ON ALA 5 FOR 16.98
 DH2805'KM (10.55 MI) TO MILE POST 99.30 AND BIBB COUNTY ROAD NO. 24 LEFT AND
 DH2805'RIGHT, TURN RIGHT ON BIBB COUNTY ROAD NO. 24 AND DRIVE EAST 0.89 KM
 DH2805'(0.55 MI) TO A PAVED CROSS ROAD AT A FOUR WAY STOP, TURN RIGHT ON THE
 DH2805'PAVED ROAD AND DRIVE SOUTH 1.93 KM (1.20 MI) TO A PAVED COUNTY ROAD
 DH2805'LEFT, TURN SHARP LEFT AND DRIVE EAST 1.05 KM (0.65 MI) TO A REVERSE Y
 DH2805'INTERSECTION WITH A PAVED STREET SHARP RIGHT AND A WOODS ROAD AT THE
 DH2805'EAST SIDE OF THE INTERSECTION, CONTINUE EAST-NORTHEAST FOR 0.5 MI
 DH2805'(0.8 KM) TO THE WOODS ROAD AND DRIVE EAST-NORTHEAST ON THE WOODS ROAD
 DH2805'RIGHT DRIVE SOUTH 0.89 KM (0.55 MI) TO A WOODS ROAD LEFT AND RIGHT,
 DH2805'TURN RIGHT ON THE WOODS ROAD AND DRIVE WEST 0.64 KM (0.40 MI) TO THE
 DH2805'CLEARED HIGH VOLTAGE POWER LINE RIGHT OF WAY LEFT AND RIGHT, TURN
 DH2805'RIGHT AND DRIVE NORTH ALONG THE POWER LINE RIGHT OF WAY 0.40 KM
 DH2805'(0.25 MI) TO THE TOP OF A HILL AT AN ANGLE TO THE LEFT IN THE RIGHT
 DH2805'OF WAY AND THE STATION ON THE EAST SIDE OF THE RIGHT OF WAY CLEARING.
 DH2805'THE STATION IS LOCATED ON AN ALABAMA POWER COMPANY HIGH VOLTAGE POWER
 DH2805'LINE RIGHT OF WAY, 12.50 M (41.01 FT) WEST-NORTHWEST OF THE EAST EDGE
 DH2805'OF THE CLEARING, 18.29 M (60.01 FT) EAST-SOUITHEAST OF THE WEST EDGE
 DH2805'OF THE CLEARING, 53.16 M (174.41 FT) SOUTH-SOUTHWEST OF A LARGE
 DH2805'CONCRETE ANGLE POWER POLE WITH FOUR GUY WIRES, AND 69.01 M
 DH2805'(226.41 FT) NORTH-NORTHEAST OF LARGE WOOD POLE NO. 20 AND 2.1 FT
 DH2805'(0.6 M) EAST OF A CARSONITE WITNESS POST.
 DH2805'STATION 4-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2806 ***********************************************************************
 DH2806  DESIGNATION -  4 4
 DH2806  PID         -  DH2806
 DH2806  STATE/COUNTY-  AL/BIBB
 DH2806  USGS QUAD   -  WEST BLOCTON WEST (1979)
 DH2806
 DH2806                         *CURRENT SURVEY CONTROL
 DH2806  ___________________________________________________________________
 DH2806* NAD 83(1992)-  33 06 07.89820(N)    087 07 29.24308(W)     ADJUSTED  
 DH2806* NAVD 88     -       172.8    (meters)     567.     (feet)  VERTCON   
 DH2806  ___________________________________________________________________
 DH2806  X           -     268,280.862 (meters)                     COMP
 DH2806  Y           -  -5,341,681.047 (meters)                     COMP
 DH2806  Z           -   3,463,537.015 (meters)                     COMP
 DH2806  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 DH2806  ELLIP HEIGHT-         143.76  (meters)          (07/29/02) GPS OBS
 DH2806  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH2806
 DH2806  HORZ ORDER  -  FIRST
 DH2806  ELLP ORDER  -  FOURTH    CLASS I
 DH2806
 DH2806.The horizontal coordinates were established by GPS observations
 DH2806.and adjusted by the National Geodetic Survey in December 1992..
 DH2806
 DH2806.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2806
 DH2806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2806
 DH2806.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2806
 DH2806.The ellipsoidal height was determined by GPS observations
 DH2806.and is referenced to NAD 83.
 DH2806
 DH2806.The geoid height was determined by GEOID03.
 DH2806
 DH2806;                    North         East     Units Scale Factor Converg.
 DH2806;SPC AL W     -   344,008.198   635,021.892   MT  0.99994845   +0 12 17.7
 DH2806;UTM  16      - 3,662,623.192   488,356.116   MT  0.99960167   -0 04 05.3
 DH2806
 DH2806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2806!SPC AL W     -   0.99997743  x   0.99994845  =   0.99992588
 DH2806!UTM  16      -   0.99997743  x   0.99960167  =   0.99957911
 DH2806
 DH2806:                Primary Azimuth Mark                     Grid Az
 DH2806:SPC AL W     -  4 3                                      179 14 48.6
 DH2806:UTM  16      -  4 3                                      179 31 11.6
 DH2806
 DH2806|---------------------------------------------------------------------|
 DH2806| PID    Reference Object                     Distance      Geod. Az  |
 DH2806|                                                           dddmmss.s |
 DH2806| DH2805 4 3                                 APPROX. 0.6 KM 1792706.3 |
 DH2806|---------------------------------------------------------------------|
 DH2806
 DH2806                          SUPERSEDED SURVEY CONTROL
 DH2806
 DH2806  ELLIP H (12/04/92)  143.83   (m)                       GP(       ) 4 1
 DH2806  NAD 83(1986)-  33 06 07.90416(N)    087 07 29.24645(W) AD(       ) 1
 DH2806  NGVD 29 (12/04/92)  172.8    (m)          567.     (f) GPS OBS        
 DH2806
 DH2806.Superseded values are not recommended for survey control.
 DH2806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2806.See file dsdata.txt to determine how the superseded data were derived.
 DH2806
 DH2806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8835662623(NAD 83)
 DH2806_MARKER: DD = SURVEY DISK
 DH2806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2806_SP_SET: CONCRETE POST
 DH2806_STAMPING: 4-4 1991
 DH2806_MARK LOGO: ALHD  
 DH2806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2806+STABILITY: SURFACE MOTION
 DH2806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2806+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2806
 DH2806  HISTORY     - Date     Condition        Report By
 DH2806  HISTORY     - 1991     MONUMENTED       ALHD
 DH2806
 DH2806                          STATION DESCRIPTION
 DH2806
 DH2806'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2806'THE STATION IS LOCATED IN BIBB COUNTY ON AN ALABAMA POWER COMPANY HIGH
 DH2806'VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 1.45 KM (0.90 MI) SOUTH OF
 DH2806'WEST BLOCTON AND ABOUT 17.38 KM (10.80 MI) NORTH OF CENTREVILLE.
 DH2806'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 WEST AND ALA 5
 DH2806'(MILE POST 88.70 ON ALA 5) IN BRENT, DRIVE NORTH ON ALA 5 FOR 16.98
 DH2806'KM (10.55 MI) TO MILE POST 99.30 AND BIBB COUNTY ROAD NO. 24 LEFT AND
 DH2806'RIGHT, TURN RIGHT ON BIBB COUNTY ROAD NO. 24 AND DRIVE EAST 0.89 KM
 DH2806'(0.55 MI) TO A PAVED CROSS ROAD AT A FOUR WAY STOP, TURN RIGHT ON THE
 DH2806'PAVED ROAD AND DRIVE SOUTH 1.93 KM (1.20 MI) TO A PAVED COUNTY ROAD
 DH2806'LEFT, TURN SHARP LEFT AND DRIVE EAST 1.05 KM (0.65 MI) TO A REVERSE
 DH2806'Y-INTERSECTION WITH A PAVED STREET SHARP RIGHT, CONTINUE NORTH-NORTH
 DH2806'EAST 0.08 KM (0.05 MI) TO A WOODS ROAD LEFT, TURN LEFT ON THE WOODS
 DH2806'ROAD AND DRIVE NORTH 0.24 KM (0.15 MI) TO A WOODS ROAD ON THE LEFT,
 DH2806'TURN LEFT ON THE WOODS ROAD AND DRIVE WEST 0.16 KM (0.10 MI) TO THE
 DH2806'CLEARED HIGH VOLTAGE POWER LINE RIGHT OF WAY, TURN RIGHT ALONG THE
 DH2806'CLEARED RIGHT OF WAY AND DRIVE NORTH 0.08 KM (0.05 MI) TO THE STATION
 DH2806'ON TOP OF A HILL.
 DH2806'THE STATION IS LOCATED ON AN ALABAMA POWER COMPANY HIGH VOLTAGE POWER
 DH2806'LINE RIGHT OF WAY, 12.19 M (39.99 FT) WEST-SOUTHWEST OF THE EAST EDGE
 DH2806'OF THE CLEARED RIGHT OF WAY, AND 20.79 M (68.21 FT) SOUTH-SOUTHEAST
 DH2806'OF A LARGE CONCRETE POWER POLE ON TOP OF A HILL AND 1.9 FT (0.6 M)
 DH2806'EAST OF A CARSONITE WITNESS POST.
 DH2806'STATION 4-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3155 ***********************************************************************
 CN3155  DESIGNATION -  4 5
 CN3155  PID         -  CN3155
 CN3155  STATE/COUNTY-  AL/BIBB
 CN3155  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN3155
 CN3155                         *CURRENT SURVEY CONTROL
 CN3155  ___________________________________________________________________
 CN3155* NAD 83(1992)-  32 59 52.17260(N)    087 14 04.09535(W)     ADJUSTED  
 CN3155* NAVD 88     -       102.0    (meters)     335.     (feet)  VERTCON   
 CN3155  ___________________________________________________________________
 CN3155  X           -     258,356.522 (meters)                     COMP
 CN3155  Y           -  -5,348,430.830 (meters)                     COMP
 CN3155  Z           -   3,453,796.046 (meters)                     COMP
 CN3155  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 CN3155  ELLIP HEIGHT-          72.79  (meters)          (07/29/02) GPS OBS
 CN3155  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CN3155
 CN3155  HORZ ORDER  -  FIRST
 CN3155  ELLP ORDER  -  FOURTH    CLASS I
 CN3155
 CN3155.The horizontal coordinates were established by GPS observations
 CN3155.and adjusted by the National Geodetic Survey in December 1992..
 CN3155
 CN3155.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3155
 CN3155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3155
 CN3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3155
 CN3155.The ellipsoidal height was determined by GPS observations
 CN3155.and is referenced to NAD 83.
 CN3155
 CN3155.The geoid height was determined by GEOID03.
 CN3155
 CN3155;                    North         East     Units Scale Factor Converg.
 CN3155;SPC AL W     -   332,402.662   624,813.536   MT  0.99994092   +0 08 40.6
 CN3155;UTM  16      - 3,651,070.312   478,096.140   MT  0.99960592   -0 07 39.7
 CN3155
 CN3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3155!SPC AL W     -   0.99998857  x   0.99994092  =   0.99992949
 CN3155!UTM  16      -   0.99998857  x   0.99960592  =   0.99959450
 CN3155
 CN3155                          SUPERSEDED SURVEY CONTROL
 CN3155
 CN3155  ELLIP H (12/04/92)   72.85   (m)                       GP(       ) 4 1
 CN3155  NAD 83(1986)-  32 59 52.17981(N)    087 14 04.09877(W) AD(       ) 1
 CN3155  NGVD 29 (12/04/92)  101.9    (m)          334.     (f) GPS OBS        
 CN3155
 CN3155.Superseded values are not recommended for survey control.
 CN3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3155.See file dsdata.txt to determine how the superseded data were derived.
 CN3155
 CN3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7809651070(NAD 83)
 CN3155_MARKER: DD = SURVEY DISK
 CN3155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3155_SP_SET: CONCRETE POST
 CN3155_STAMPING: 4-5 1991
 CN3155_MARK LOGO: ALHD  
 CN3155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3155+STABILITY: SURFACE MOTION
 CN3155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3155+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3155
 CN3155  HISTORY     - Date     Condition        Report By
 CN3155  HISTORY     - 1991     MONUMENTED       ALHD
 CN3155
 CN3155                          STATION DESCRIPTION
 CN3155
 CN3155'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3155'THE STATION IS LOCATED IN BIBB COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 CN3155'U. S. 82, ABOUT 11.43 KM (7.10 MI) NORTHWEST OF CENTREVILLE AND ABOUT
 CN3155'16.82 KM (10.45 MI) SOUTHWEST OF WEST BLOCTON.
 CN3155'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 WEST AND ALA 5
 CN3155'(MILE POST 81.65 ON U. S. 82) IN BRENT, DRIVE NORTHWEST ON U. S. 82
 CN3155'FOR 7.08 KM (4.40 MI) TO MILE POST 77.25 AND THE STATION ON THE
 CN3155'RIGHT.
 CN3155'THE STATION IS LOCATED AT THE CREST OF A 55 FOOT BACKSLOPE, AND 35.63
 CN3155'M (116.90 FT) NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF
 CN3155'U. S. 82 AND 1.4 FT (0.4 M) SOUTHWEST OF A CARSONITE WITNESS POST.
 CN3155'STATION 4-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3156 ***********************************************************************
 CN3156  DESIGNATION -  4 6
 CN3156  PID         -  CN3156
 CN3156  STATE/COUNTY-  AL/BIBB
 CN3156  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN3156
 CN3156                         *CURRENT SURVEY CONTROL
 CN3156  ___________________________________________________________________
 CN3156* NAD 83(1992)-  32 59 37.48955(N)    087 13 50.81465(W)     ADJUSTED  
 CN3156* NAVD 88     -        80.8    (meters)     265.     (feet)  VERTCON   
 CN3156  ___________________________________________________________________
 CN3156  X           -     258,711.933 (meters)                     COMP
 CN3156  Y           -  -5,348,642.514 (meters)                     COMP
 CN3156  Z           -   3,453,405.144 (meters)                     COMP
 CN3156  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 CN3156  ELLIP HEIGHT-          51.64  (meters)          (07/29/02) GPS OBS
 CN3156  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CN3156
 CN3156  HORZ ORDER  -  FIRST
 CN3156  ELLP ORDER  -  FOURTH    CLASS I
 CN3156
 CN3156.The horizontal coordinates were established by GPS observations
 CN3156.and adjusted by the National Geodetic Survey in December 1992..
 CN3156
 CN3156.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3156
 CN3156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3156
 CN3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3156
 CN3156.The ellipsoidal height was determined by GPS observations
 CN3156.and is referenced to NAD 83.
 CN3156
 CN3156.The geoid height was determined by GEOID03.
 CN3156
 CN3156;                    North         East     Units Scale Factor Converg.
 CN3156;SPC AL W     -   331,951.229   625,159.437   MT  0.99994114   +0 08 47.8
 CN3156;UTM  16      - 3,650,617.392   478,439.777   MT  0.99960573   -0 07 32.4
 CN3156
 CN3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3156!SPC AL W     -   0.99999189  x   0.99994114  =   0.99993303
 CN3156!UTM  16      -   0.99999189  x   0.99960573  =   0.99959763
 CN3156
 CN3156                          SUPERSEDED SURVEY CONTROL
 CN3156
 CN3156  ELLIP H (12/04/92)   51.70   (m)                       GP(       ) 4 1
 CN3156  NAD 83(1986)-  32 59 37.49676(N)    087 13 50.81807(W) AD(       ) 1
 CN3156  NGVD 29 (12/04/92)   80.8    (m)          265.     (f) GPS OBS        
 CN3156
 CN3156.Superseded values are not recommended for survey control.
 CN3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3156.See file dsdata.txt to determine how the superseded data were derived.
 CN3156
 CN3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7844050617(NAD 83)
 CN3156_MARKER: DD = SURVEY DISK
 CN3156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3156_SP_SET: CONCRETE POST
 CN3156_STAMPING: 4-6 1991
 CN3156_MARK LOGO: ALHD  
 CN3156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3156+STABILITY: SURFACE MOTION
 CN3156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3156+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3156
 CN3156  HISTORY     - Date     Condition        Report By
 CN3156  HISTORY     - 1991     MONUMENTED       ALHD
 CN3156
 CN3156                          STATION DESCRIPTION
 CN3156
 CN3156'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3156'THE STATION IS LOCATED IN BIBB COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 CN3156'U. S. 82, ABOUT 10.06 KM (6.25 MI) NORTHWEST OF CENTREVILLE AND ABOUT
 CN3156'17.06 KM (10.60 MI) SOUTHWEST OF WEST BLOCTON.
 CN3156'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 WEST AND ALA 5
 CN3156'(MILE POST 81.65 ON U. S. 82) IN BRENT, DRIVE NORTHWEST ON U. S. 82
 CN3156'FOR 4.75 KM (2.95 MI) TO MILE POST 78.70 AND THE STATION ON THE LEFT.
 CN3156'THE STATION IS 11.95 M (39.21 FT) NORTHEAST OF THE EAST END OF A
 CN3156'SAWMEAL RESTAURANT SIGN, 13.50 M (44.29 FT) SOUTHWEST OF THE
 CN3156'CENTERLINE OF THE EAST BOUND LANES OF U. S. 82, 20.27 M (66.50 FT)
 CN3156'NORTH OF A SIX-INCH SWEET GUM TREE, 35.02 M (114.89 FT) NORTHWEST OF
 CN3156'THE NORTHEAST END OF A BRICK EOLINE BAPTIST CHURCH SIGN, AND 36.21 M
 CN3156'(118.80 FT) NORTHEAST OF THE NORTHEAST CORNER OF A MEMORIAL MONUMENT
 CN3156'AND 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST.
 CN3156'STATION 4-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2807 ***********************************************************************
 DH2807  DESIGNATION -  4 7
 DH2807  PID         -  DH2807
 DH2807  STATE/COUNTY-  AL/BIBB
 DH2807  USGS QUAD   -  WEST BLOCTON EAST (1980)
 DH2807
 DH2807                         *CURRENT SURVEY CONTROL
 DH2807  ___________________________________________________________________
 DH2807* NAD 83(1992)-  33 06 08.84972(N)    087 00 47.72927(W)     ADJUSTED  
 DH2807* NAVD 88     -       193.4    (meters)     635.     (feet)  VERTCON   
 DH2807  ___________________________________________________________________
 DH2807  X           -     278,678.495 (meters)                     COMP
 DH2807  Y           -  -5,341,149.921 (meters)                     COMP
 DH2807  Z           -   3,463,572.812 (meters)                     COMP
 DH2807  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DH2807  ELLIP HEIGHT-         164.34  (meters)          (07/29/02) GPS OBS
 DH2807  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2807
 DH2807  HORZ ORDER  -  FIRST
 DH2807  ELLP ORDER  -  FOURTH    CLASS I
 DH2807
 DH2807.The horizontal coordinates were established by GPS observations
 DH2807.and adjusted by the National Geodetic Survey in December 1992..
 DH2807
 DH2807.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2807
 DH2807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2807
 DH2807.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2807
 DH2807.The ellipsoidal height was determined by GPS observations
 DH2807.and is referenced to NAD 83.
 DH2807
 DH2807.The geoid height was determined by GEOID03.
 DH2807
 DH2807;                    North         East     Units Scale Factor Converg.
 DH2807;SPC AL W     -   344,080.277   645,432.138   MT  0.99995877   +0 15 57.0
 DH2807;UTM  16      - 3,662,645.647   498,762.914   MT  0.99960002   -0 00 26.1
 DH2807
 DH2807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2807!SPC AL W     -   0.99997420  x   0.99995877  =   0.99993297
 DH2807!UTM  16      -   0.99997420  x   0.99960002  =   0.99957423
 DH2807
 DH2807|---------------------------------------------------------------------|
 DH2807| PID    Reference Object                     Distance      Geod. Az  |
 DH2807|                                                           dddmmss.s |
 DH2807| DH2808 4 8                                 287.996 METERS 14933     |
 DH2807|---------------------------------------------------------------------|
 DH2807
 DH2807                          SUPERSEDED SURVEY CONTROL
 DH2807
 DH2807  ELLIP H (12/04/92)  164.41   (m)                       GP(       ) 4 1
 DH2807  NAD 83(1986)-  33 06 08.85564(N)    087 00 47.73261(W) AD(       ) 1
 DH2807  NGVD 29 (12/04/92)  193.3    (m)          634.     (f) GPS OBS        
 DH2807
 DH2807.Superseded values are not recommended for survey control.
 DH2807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2807.See file dsdata.txt to determine how the superseded data were derived.
 DH2807
 DH2807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9876362646(NAD 83)
 DH2807_MARKER: DD = SURVEY DISK
 DH2807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2807_SP_SET: CONCRETE POST
 DH2807_STAMPING: 4-7 1991
 DH2807_MARK LOGO: ALHD  
 DH2807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2807+STABILITY: SURFACE MOTION
 DH2807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2807+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2807
 DH2807  HISTORY     - Date     Condition        Report By
 DH2807  HISTORY     - 1991     MONUMENTED       ALHD
 DH2807
 DH2807                          STATION DESCRIPTION
 DH2807
 DH2807'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2807'THE STATION IS LOCATED IN BIBB COUNTY ON AN ALABAMA POWER COMPANY HIGH
 DH2807'VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 9.66 KM (6.00 MI) EAST-
 DH2807'SOUTHEAST OF WEST BLOCTON AND ABOUT 20.60 KM (12.80 MI) NORTH-
 DH2807'NORTHEAST OF CENTREVILLE.
 DH2807'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 25 NORTH
 DH2807'(MILE POST 91.45 ON ALA 25) AT THE NORTH END OF THE CAHABA RIVER
 DH2807'BRIDGE IN CENTREVILLE, DRIVE NORTHEAST ON ALA 25 FOR 19.23 KM
 DH2807'(11.95 MI) TO MILE POST 103.40 AND BIBB COUNTY ROAD NO. 65 ON THE
 DH2807'LEFT, TURN LEFT ON BIBB COUNTY ROAD NO. 65 AND DRIVE NORTH WEST AND
 DH2807'NORTH 9.50 KM (5.90 MI) TO A PAVED CROSS ROAD WITH BIBB COUNTY ROAD
 DH2807'NO. 24 LEFT AND RIGHT, CONTINUE NORTHEAST ON BIBB COUNTY ROAD NO. 65
 DH2807'2.33 KM (1.45 MI) TO A HIGH VOLTAGE POWER LINE CROSSING AND THE
 DH2807'STATION ON THE LEFT.
 DH2807'THE STATION IS LOCATED ON AN ALABAMA POWER COMPANY HIGH VOLTAGE POWER
 DH2807'LINE RIGHT OF WAY ON TOP OF A RIDGE WHERE BIBB COUNTY ROAD NO. 65
 DH2807'CROSSES THE POWER LINE, 5.79 M (19.00 FT) SOUTHEAST OF THE CENTER OF
 DH2807'A WOODS ROAD CROSSING THE POWER LINE, 15.09 M (49.51 FT)
 DH2807'WEST-NORTHWEST OF THE CENTER OF BIBB COUNTY ROAD NO. 65, AND ABOUT
 DH2807'91.43 M (299.97 FT) NORTHWEST OF TOWER NO. 34 ACROSS BIBB COUNTY ROAD
 DH2807'NO. 65 AND 2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST.
 DH2807'STATION 4-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2808 ***********************************************************************
 DH2808  DESIGNATION -  4 8
 DH2808  PID         -  DH2808
 DH2808  STATE/COUNTY-  AL/BIBB
 DH2808  USGS QUAD   -  WEST BLOCTON EAST (1980)
 DH2808
 DH2808                         *CURRENT SURVEY CONTROL
 DH2808  ___________________________________________________________________
 DH2808* NAD 83(1992)-  33 06 00.79033(N)    087 00 42.10144(W)     ADJUSTED  
 DH2808* NAVD 88     -       184.1    (meters)     604.     (feet)  VERTCON   
 DH2808  ___________________________________________________________________
 DH2808  X           -     278,830.890 (meters)                     COMP
 DH2808  Y           -  -5,341,269.984 (meters)                     COMP
 DH2808  Z           -   3,463,359.757 (meters)                     COMP
 DH2808  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 DH2808  ELLIP HEIGHT-         155.08  (meters)          (07/29/02) GPS OBS
 DH2808  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2808
 DH2808  HORZ ORDER  -  FIRST
 DH2808  ELLP ORDER  -  FOURTH    CLASS I
 DH2808
 DH2808.The horizontal coordinates were established by GPS observations
 DH2808.and adjusted by the National Geodetic Survey in December 1992..
 DH2808
 DH2808.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2808
 DH2808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2808
 DH2808.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2808
 DH2808.The ellipsoidal height was determined by GPS observations
 DH2808.and is referenced to NAD 83.
 DH2808
 DH2808.The geoid height was determined by GEOID03.
 DH2808
 DH2808;                    North         East     Units Scale Factor Converg.
 DH2808;SPC AL W     -   343,832.680   645,579.211   MT  0.99995894   +0 16 00.0
 DH2808;UTM  16      - 3,662,397.441   498,908.753   MT  0.99960001   -0 00 23.0
 DH2808
 DH2808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2808!SPC AL W     -   0.99997565  x   0.99995894  =   0.99993459
 DH2808!UTM  16      -   0.99997565  x   0.99960001  =   0.99957567
 DH2808
 DH2808|---------------------------------------------------------------------|
 DH2808| PID    Reference Object                     Distance      Geod. Az  |
 DH2808|                                                           dddmmss.s |
 DH2808| DH2807 4 7                                 287.996 METERS 32933     |
 DH2808|---------------------------------------------------------------------|
 DH2808
 DH2808                          SUPERSEDED SURVEY CONTROL
 DH2808
 DH2808  ELLIP H (12/04/92)  155.15   (m)                       GP(       ) 4 1
 DH2808  NAD 83(1986)-  33 06 00.79625(N)    087 00 42.10478(W) AD(       ) 1
 DH2808  NGVD 29 (12/04/92)  184.1    (m)          604.     (f) GPS OBS        
 DH2808
 DH2808.Superseded values are not recommended for survey control.
 DH2808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2808.See file dsdata.txt to determine how the superseded data were derived.
 DH2808
 DH2808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9890962397(NAD 83)
 DH2808_MARKER: DD = SURVEY DISK
 DH2808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2808_SP_SET: CONCRETE POST
 DH2808_STAMPING: 4-8 1991
 DH2808_MARK LOGO: ALHD  
 DH2808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2808+STABILITY: SURFACE MOTION
 DH2808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2808+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2808
 DH2808  HISTORY     - Date     Condition        Report By
 DH2808  HISTORY     - 1991     MONUMENTED       ALHD
 DH2808
 DH2808                          STATION DESCRIPTION
 DH2808
 DH2808'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2808'THE STATION IS LOCATED IN BIBB COUNTY ON AN ALABAMA POWER COMPANY HIGH
 DH2808'VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 10.14 KM (6.30 MI) EAST-
 DH2808'SOUTHEAST OF WEST BLOCTON AND ABOUT 20.44 KM (12.70 MI) NORTH-
 DH2808'NORTHEAST OF CENTREVILLE.
 DH2808'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 25 NORTH
 DH2808'(MILE POST 91.45 ON ALA 25) AT THE NORTH END OF THE CAHABA RIVER
 DH2808'BRIDGE IN CENTREVILLE, DRIVE NORTHEAST ON ALA 25 FOR 19.23 KM
 DH2808'(11.95 MI) TO MILE POST 103.40 AND BIBB COUNTY ROAD NO. 65 ON THE
 DH2808'LEFT, TURN LEFT ON BIBB COUNTY ROAD NO. 65 AND DRIVE NORTH WEST AND
 DH2808'NORTH 9.50 KM (5.90 MI) TO A PAVED CROSS ROAD WITH BIBB COUNTY ROAD
 DH2808'NO. 24 LEFT AND RIGHT, CONTINUE NORTHEAST ON BIBB COUNTY ROAD NO. 65
 DH2808'2.33 KM (1.45 MI) TO A HIGH VOLTAGE POWER LINE CROSSING, CONTINUE
 DH2808'NORTHEAST ON BIBB COUNTY ROAD NO. 65 0.32 KM (0.20 MI) TO A COAL
 DH2808'SURFACED ROAD ON THE RIGHT, TURN RIGHT ON THE COAL SURFACED ROAD AND
 DH2808'DRIVE SOUTHERLY 0.40 KM (0.25 MI) TO A Y-INTERSECTION WITH A WOODS
 DH2808'ROAD TO THE RIGHT, BEAR RIGHT ON THE WOODS ROAD AND DRIVE SOUTHERLY
 DH2808'0.08 KM (0.05 MI) TO A Y- INTERSECTION, BEAR RIGHT AND DRIVE
 DH2808'SOUTHWEST 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT IN THE POWER
 DH2808'LINE RIGHT OF WAY CLEARING.
 DH2808'THE STATION IS LOCATED ON AN ALABAMA POWER COMPANY HIGH VOLTAGE POWER
 DH2808'LINE RIGHT OF WAY ON TOP OF A RIDGE BETWEEN TOWER NO. 34 AND TOWER
 DH2808'NO. 35, 3.35 M (10.99 FT) EAST OF THE CENTER OF AN OLD ROAD ALONG THE
 DH2808'POWER LINE, AND 5.79 M (19.00 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 DH2808'WOODS ROAD CROSSING THE POWER LINE AND 1.4 FT (0.4 M) NORTH-NORTHWEST
 DH2808'OF A CARSONITE WITNESS POST.
 DH2808'STATION 4-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3157 ***********************************************************************
 CN3157  DESIGNATION -  4 9
 CN3157  PID         -  CN3157
 CN3157  STATE/COUNTY-  AL/BIBB
 CN3157  USGS QUAD   -  RANDOLPH (1983)
 CN3157
 CN3157                         *CURRENT SURVEY CONTROL
 CN3157  ___________________________________________________________________
 CN3157* NAD 83(1992)-  32 56 35.55349(N)    086 59 31.81975(W)     ADJUSTED  
 CN3157* NAVD 88     -       150.9    (meters)     495.     (feet)  VERTCON   
 CN3157  ___________________________________________________________________
 CN3157  X           -     281,147.318 (meters)                     COMP
 CN3157  Y           -  -5,350,623.472 (meters)                     COMP
 CN3157  Z           -   3,448,741.033 (meters)                     COMP
 CN3157  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CN3157  ELLIP HEIGHT-         121.92  (meters)          (07/29/02) GPS OBS
 CN3157  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CN3157
 CN3157  HORZ ORDER  -  FIRST
 CN3157  ELLP ORDER  -  FOURTH    CLASS I
 CN3157
 CN3157.The horizontal coordinates were established by GPS observations
 CN3157.and adjusted by the National Geodetic Survey in December 1992..
 CN3157
 CN3157.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3157
 CN3157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3157
 CN3157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3157
 CN3157.The ellipsoidal height was determined by GPS observations
 CN3157.and is referenced to NAD 83.
 CN3157
 CN3157.The geoid height was determined by GEOID03.
 CN3157
 CN3157;                    North         East     Units Scale Factor Converg.
 CN3157;SPC AL W     -   326,429.017   647,485.616   MT  0.99996113   +0 16 34.2
 CN3157;UTM  16      - 3,644,991.178   500,731.713   MT  0.99960001   +0 00 15.3
 CN3157
 CN3157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3157!SPC AL W     -   0.99998086  x   0.99996113  =   0.99994199
 CN3157!UTM  16      -   0.99998086  x   0.99960001  =   0.99958088
 CN3157
 CN3157                          SUPERSEDED SURVEY CONTROL
 CN3157
 CN3157  ELLIP H (12/04/92)  121.99   (m)                       GP(       ) 4 1
 CN3157  NAD 83(1986)-  32 56 35.56046(N)    086 59 31.82264(W) AD(       ) 1
 CN3157  NGVD 29 (12/04/92)  150.9    (m)          495.     (f) GPS OBS        
 CN3157
 CN3157.Superseded values are not recommended for survey control.
 CN3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3157.See file dsdata.txt to determine how the superseded data were derived.
 CN3157
 CN3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0073244991(NAD 83)
 CN3157_MARKER: DD = SURVEY DISK
 CN3157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3157_SP_SET: CONCRETE POST
 CN3157_STAMPING: 4-9 1991
 CN3157_MARK LOGO: ALHD  
 CN3157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3157+STABILITY: SURFACE MOTION
 CN3157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3157+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3157
 CN3157  HISTORY     - Date     Condition        Report By
 CN3157  HISTORY     - 1991     MONUMENTED       ALHD
 CN3157
 CN3157                          STATION DESCRIPTION
 CN3157
 CN3157'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3157'THE STATION IS LOCATED IN BIBB COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3157'BIBB COUNTY ROAD NO. 20, ABOUT 13.04 KM (8.10 MI) EAST OF CENTREVILLE
 CN3157'AND ABOUT 22.37 KM (13.90 MI) SOUTHEAST OF WEST BLOCTON.
 CN3157'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 58 (MILE
 CN3157'POST 86.70 ON U. S. 82) IN THE EAST SIDE OF CENTREVILLE, DRIVE
 CN3157'SOUTHEAST ON U. S. 82 FOR 4.43 KM (2.75 MI) TO MILE POST 89.45 AND
 CN3157'BIBB COUNTY ROAD NO. 20 ON THE LEFT, TURN LEFT ON BIBB COUNTY ROAD
 CN3157'NO. 20 AND DRIVE EASTERLY 7.81 KM (4.85 MI) TO THE STATION ON THE
 CN3157'RIGHT.
 CN3157'THE STATION IS 0.91 M (2.99 FT) NORTH OF A FOUR STRAND BARBED WIRE
 CN3157'FENCE ON WOOD AND STEEL POSTS, 11.28 M (37.01 FT) SOUTH OF THE
 CN3157'CENTERLINE OF BIBB COUNTY ROAD NO. 20, 13.59 M (44.59 FT) WEST-
 CN3157'NORTHWEST OF POWER POLE NO. X - 6139  S 01.10 ACROSS THE FENCE, 20.88
 CN3157'M (68.50 FT) SOUTHWEST OF THE WEST END OF A 24-INCH CONCRETE PIPE
 CN3157'UNDER A DRIVEWAY ACROSS BIBB COUNTY ROAD NO. 20, AND 21.43 M
 CN3157'(70.31 FT) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 5 4 ACROSS BIBB
 CN3157'COUNTY ROAD NO. 20.
 CN3157'STATION 4-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3157'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 CN3157'MRS. DEBBIE WEBB
 CN3157'ROUTE 2, BOX 1435
 CN3157'CENTREVILLE, ALABAMA 35042
 CN3157'PHONE 205 - 926 - 6304.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0691 ***********************************************************************
 EF0691  DESIGNATION -  40
 EF0691  PID         -  EF0691
 EF0691  STATE/COUNTY-  AL/MADISON
 EF0691  USGS QUAD   -  FARLEY (1982)
 EF0691
 EF0691                         *CURRENT SURVEY CONTROL
 EF0691  ___________________________________________________________________
 EF0691* NAD 83(1986)-  34 32 21.     (N)    086 32 10.     (W)     SCALED    
 EF0691* NAVD 88     -       177.407  (meters)     582.04   (feet)  ADJUSTED  
 EF0691  ___________________________________________________________________
 EF0691  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EF0691  DYNAMIC HT  -         177.224 (meters)     581.44  (feet)  COMP
 EF0691  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 EF0691
 EF0691  VERT ORDER  -  FIRST     CLASS II
 EF0691
 EF0691.The horizontal coordinates were scaled from a topographic map and have
 EF0691.an estimated accuracy of +/- 6 seconds.
 EF0691
 EF0691.The orthometric height was determined by differential leveling
 EF0691.and adjusted by the National Geodetic Survey in June 1991..
 EF0691
 EF0691.The geoid height was determined by GEOID03.
 EF0691
 EF0691.The dynamic height is computed by dividing the NAVD 88
 EF0691.geopotential number by the normal gravity value computed on the
 EF0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0691.degrees latitude (g = 980.6199 gals.).
 EF0691
 EF0691.The modeled gravity was interpolated from observed gravity values.
 EF0691
 EF0691;                    North         East    Units  Estimated Accuracy
 EF0691;SPC AL E     -   448,130.      135,490.      MT  (+/- 180 meters Scaled)
 EF0691
 EF0691                          SUPERSEDED SURVEY CONTROL
 EF0691
 EF0691  NGVD 29 (??/??/92)  177.378  (m)          581.95   (f) ADJ UNCH    1 2
 EF0691
 EF0691.Superseded values are not recommended for survey control.
 EF0691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0691.See file dsdata.txt to determine how the superseded data were derived.
 EF0691
 EF0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED425220(NAD 83)
 EF0691_MARKER: DD = SURVEY DISK
 EF0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0691+STABILITY: SURFACE MOTION
 EF0691
 EF0691  HISTORY     - Date     Condition        Report By
 EF0691  HISTORY     - UNK      MONUMENTED       USE
 EF0691  HISTORY     - 1933     GOOD             NGS
 EF0691  HISTORY     - 1949     GOOD             TVA
 EF0691
 EF0691                          STATION DESCRIPTION
 EF0691
 EF0691'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0691'21.5 MI NW FROM GUNTERSVILLE.
 EF0691'LOCATED ON THE RIGHT BANK OF THE TENNESSE RIVER AT THE HEAD OF HOBBS
 EF0691'ISLAND.  ABOUT 3/4 MILE FROM CREST OF LAND AND 700 FT. DOWNSTREAM FROM
 EF0691'HOBBS ISLAND STATION.  150 FT. DOWNSTREAM 50 FT. FROM RAILROAD TRACK.
 EF0691'MARK IS 1 FOOT NORTH OF STEEL FENCE POST WITH MARKER.
 EF0691
 EF0691                          STATION RECOVERY (1949)
 EF0691
 EF0691'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1689 ***********************************************************************
 EF1689  DESIGNATION -  40 1
 EF1689  PID         -  EF1689
 EF1689  STATE/COUNTY-  AL/LAWRENCE
 EF1689  USGS QUAD   -  MASTERSON (1972)
 EF1689
 EF1689                         *CURRENT SURVEY CONTROL
 EF1689  ___________________________________________________________________
 EF1689* NAD 83(1992)-  34 30 06.81201(N)    087 17 02.37606(W)     ADJUSTED  
 EF1689* NAVD 88     -       199.2    (meters)     654.     (feet)  GPS OBS   
 EF1689  ___________________________________________________________________
 EF1689  X           -     249,345.703 (meters)                     COMP
 EF1689  Y           -  -5,256,155.738 (meters)                     COMP
 EF1689  Z           -   3,592,562.746 (meters)                     COMP
 EF1689  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 EF1689  ELLIP HEIGHT-         172.69  (meters)          (08/29/05) GPS OBS
 EF1689  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 EF1689
 EF1689  HORZ ORDER  -  A
 EF1689  ELLP ORDER  -  FOURTH    CLASS I
 EF1689
 EF1689.The horizontal coordinates were established by GPS observations
 EF1689.and adjusted by the National Geodetic Survey in August 2005..
 EF1689
 EF1689.The orthometric height was determined by GPS observations and a
 EF1689.high-resolution geoid model.
 EF1689
 EF1689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1689
 EF1689.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1689
 EF1689.The ellipsoidal height was determined by GPS observations
 EF1689.and is referenced to NAD 83.
 EF1689
 EF1689.The geoid height was determined by GEOID03.
 EF1689
 EF1689;                    North         East     Units Scale Factor Converg.
 EF1689;SPC AL W     -   499,209.306   619,836.293   MT  0.99993818   +0 07 20.5
 EF1689;UTM  16      - 3,817,843.670   473,929.039   MT  0.99960838   -0 09 39.1
 EF1689
 EF1689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1689!SPC AL W     -   0.99997289  x   0.99993818  =   0.99991107
 EF1689!UTM  16      -   0.99997289  x   0.99960838  =   0.99958128
 EF1689
 EF1689                          SUPERSEDED SURVEY CONTROL
 EF1689
 EF1689  ELLIP H (07/29/02)  172.66   (m)                       GP(       ) 4 1
 EF1689  NAD 83(1992)-  34 30 06.81151(N)    087 17 02.37599(W) AD(       ) 1
 EF1689  ELLIP H (12/04/92)  172.71   (m)                       GP(       ) 4 1
 EF1689  NAD 83(1992)-  34 30 06.81899(N)    087 17 02.37321(W) AD(       ) 1
 EF1689  NGVD 29 (12/04/92)  199.2    (m)          654.     (f) GPS OBS        
 EF1689
 EF1689.Superseded values are not recommended for survey control.
 EF1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1689.See file dsdata.txt to determine how the superseded data were derived.
 EF1689
 EF1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7392917844(NAD 83)
 EF1689_MARKER: DD = SURVEY DISK
 EF1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1689_SP_SET: CONCRETE POST
 EF1689_STAMPING: 40-1 1989
 EF1689_MARK LOGO: ALHD  
 EF1689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1689+STABILITY: SURFACE MOTION
 EF1689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1689+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 EF1689
 EF1689  HISTORY     - Date     Condition        Report By
 EF1689  HISTORY     - 1989     MONUMENTED       ALHD
 EF1689  HISTORY     - 19900522 GOOD
 EF1689  HISTORY     - 19910725 GOOD             ALHD
 EF1689  HISTORY     - 19920127 GOOD
 EF1689  HISTORY     - 20040324 GOOD             ALHD
 EF1689  HISTORY     - 20040624 GOOD             LOCSUR
 EF1689  HISTORY     - 20051112 GOOD             GEOCAC
 EF1689
 EF1689                          STATION DESCRIPTION
 EF1689
 EF1689'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1689'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE EAST RIGHT OF WAY OF
 EF1689'ALA 157 IN THE NORTH SIDE OF MOULTON.
 EF1689'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 157, MILE
 EF1689'POST 34.60 ON ALA 157, IN THE NORTH SIDE OF MOULTON, DRIVE SOUTH ON
 EF1689'ALA 157 1.61 KM (1.00 MI) TO MILE POST 33.60 AND THE STATION ON THE
 EF1689'LEFT IN A GRASSED TRAFFIC ISLAND IN FRONT OF LAWRENCE FUNERAL HOME.
 EF1689'THE STATION IS 6.40 M (21.00 FT) SOUTH - SOUTHWEST OF A LAWRENCE
 EF1689'FUNERAL HOME SIGN POST, 8.84 M (29.00 FT) WEST - SOUTHWEST OF THE
 EF1689'WEST EDGE OF A PAVED PARKING LOT, 9.33 M (30.61 FT) NORTH - NORTHWEST
 EF1689'OF THE NORTH EDGE OF THE SOUTH DRIVEWAY, 12.50 M (41.01 FT) SOUTH OF
 EF1689'A NATURAL GAS VALVE, 12.65 M (41.50 FT) SOUTH OF A CARSONITE GAS LINE
 EF1689'MARKER, 16.61 M (54.49 FT) EAST - NORTHEAST OF THE CENTERLINE OF THE
 EF1689'NORTH BOUND LANES OF ALA 157, 21.79 M (71.49 FT) SOUTH - SOUTHEAST OF
 EF1689'THE SOUTH EDGE OF THE NORTH DRIVEWAY, 0.79 M (2.59 FT) WEST -
 EF1689'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1689'STATION 40 - 2 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1689
 EF1689                          STATION RECOVERY (1990)
 EF1689
 EF1689'RECOVERED 1990
 EF1689'RECOVERED IN GOOD CONDITION.
 EF1689
 EF1689                          STATION RECOVERY (1991)
 EF1689
 EF1689'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1689'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE EAST RIGHT OF WAY OF
 EF1689'ALA 157 ON THE NORTH SIDE OF MOULTON.
 EF1689'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 157, MILE
 EF1689'POST 34.60 ON ALA 157, ON THE NORTH SIDE OF MOULTON, DRIVE SOUTH ON
 EF1689'ALA 157 FOR 1.61 KM (1.00 MI) TO MILE POST 33.60 AND THE STATION ON
 EF1689'THE LEFT IN A GRASSED TRAFFIC ISLAND IN FRONT OF LAWRENCE FUNERAL
 EF1689'HOME.
 EF1689'THE STATION IS 6.40 M (21.00 FT) SOUTH-SOUTHWEST OF A LAWRENCE FUNERAL
 EF1689'HOME SIGN POST, 8.84 M (29.00 FT) WEST-SOUTHWEST OF THE WEST EDGE OF
 EF1689'A PAVED PARKING LOT, 9.33 M (30.61 FT) NORTH-NORTHWEST OF THE NORTH
 EF1689'EDGE OF THE SOUTH DRIVEWAY, 12.50 M (41.01 FT) SOUTH OF A NATURAL GAS
 EF1689'VALVE, 12.65 M (41.50 FT) SOUTH OF A CARSONITE GAS LINE MARKER, 16.61
 EF1689'M (54.49 FT) EAST-NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 EF1689'LANES OF ALA 157, 21.79 M (71.49 FT) SOUTH-SOUTHEAST OF THE SOUTH
 EF1689'EDGE OF THE NORTH DRIVEWAY, 0.79 M (2.59 FT) WEST-SOUTHWEST OF A
 EF1689'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1689'STATION 40-2 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1689
 EF1689                          STATION RECOVERY (1992)
 EF1689
 EF1689'RECOVERED 1992
 EF1689'RECOVERED IN GOOD CONDITION.
 EF1689
 EF1689                          STATION RECOVERY (2004)
 EF1689
 EF1689'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1689'RECOVERED IN GOOD CONDITION.
 EF1689
 EF1689                          STATION RECOVERY (2004)
 EF1689
 EF1689'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RSE)
 EF1689'RECOVERED AS DESCRIBED.
 EF1689
 EF1689                          STATION RECOVERY (2005)
 EF1689
 EF1689'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1689'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1690 ***********************************************************************
 EF1690  DESIGNATION -  40 10
 EF1690  PID         -  EF1690
 EF1690  STATE/COUNTY-  AL/LAWRENCE
 EF1690  USGS QUAD   -  WHEELER DAM (1988)
 EF1690
 EF1690                         *CURRENT SURVEY CONTROL
 EF1690  ___________________________________________________________________
 EF1690* NAD 83(1992)-  34 45 21.54458(N)    087 24 19.87286(W)     ADJUSTED  
 EF1690* NAVD 88     -       178.6    (meters)     586.     (feet)  VERTCON   
 EF1690  ___________________________________________________________________
 EF1690  X           -     237,470.740 (meters)                     COMP
 EF1690  Y           -  -5,240,653.800 (meters)                     COMP
 EF1690  Z           -   3,615,745.416 (meters)                     COMP
 EF1690  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 EF1690  ELLIP HEIGHT-         151.72  (meters)          (07/29/02) GPS OBS
 EF1690  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EF1690
 EF1690  HORZ ORDER  -  FIRST
 EF1690  ELLP ORDER  -  FOURTH    CLASS I
 EF1690
 EF1690.The horizontal coordinates were established by GPS observations
 EF1690.and adjusted by the National Geodetic Survey in December 1992..
 EF1690
 EF1690.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1690
 EF1690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1690
 EF1690.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1690
 EF1690.The ellipsoidal height was determined by GPS observations
 EF1690.and is referenced to NAD 83.
 EF1690
 EF1690.The geoid height was determined by GEOID03.
 EF1690
 EF1690;                    North         East     Units Scale Factor Converg.
 EF1690;SPC AL W     -   527,377.745   608,649.835   MT  0.99993426   +0 03 13.9
 EF1690;UTM  16      - 3,846,058.105   462,885.981   MT  0.99961698   -0 13 52.3
 EF1690
 EF1690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1690!SPC AL W     -   0.99997618  x   0.99993426  =   0.99991045
 EF1690!UTM  16      -   0.99997618  x   0.99961698  =   0.99959317
 EF1690
 EF1690:                Primary Azimuth Mark                     Grid Az
 EF1690:SPC AL W     -  40 11                                    001 44 05.7
 EF1690:UTM  16      -  40 11                                    002 01 11.9
 EF1690
 EF1690|---------------------------------------------------------------------|
 EF1690| PID    Reference Object                     Distance      Geod. Az  |
 EF1690|                                                           dddmmss.s |
 EF1690| EF1691 40 11                               464.427 METERS 0014719.6 |
 EF1690|---------------------------------------------------------------------|
 EF1690
 EF1690                          SUPERSEDED SURVEY CONTROL
 EF1690
 EF1690  ELLIP H (12/04/92)  151.77   (m)                       GP(       ) 4 1
 EF1690  NAD 83(1992)-  34 45 21.55165(N)    087 24 19.86952(W) AD(       ) 1
 EF1690  NGVD 29 (12/04/92)  178.6    (m)          586.     (f) GPS OBS        
 EF1690
 EF1690.Superseded values are not recommended for survey control.
 EF1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1690.See file dsdata.txt to determine how the superseded data were derived.
 EF1690
 EF1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6288646058(NAD 83)
 EF1690_MARKER: DD = SURVEY DISK
 EF1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1690_SP_SET: CONCRETE POST
 EF1690_STAMPING: 40-10 1990
 EF1690_MARK LOGO: ALHD  
 EF1690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1690+STABILITY: SURFACE MOTION
 EF1690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1690+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 EF1690
 EF1690  HISTORY     - Date     Condition        Report By
 EF1690  HISTORY     - 1990     MONUMENTED       ALHD
 EF1690  HISTORY     - 19910725 GOOD             ALHD
 EF1690  HISTORY     - 19920128 GOOD
 EF1690  HISTORY     - 20051111 MARK NOT FOUND   GEOCAC
 EF1690
 EF1690                          STATION DESCRIPTION
 EF1690
 EF1690'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1690'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE EAST RIGHT OF WAY OF
 EF1690'ALA 101, ABOUT 8.29 KM (5.15 MI) NORTH OF TOWN CREEK AND ABOUT 12.96
 EF1690'KM (8.05 MI) NORTHWEST OF COURTLAND.
 EF1690'TO REACH THE STATION FROM THE JUNCTION OF ALA 101 AND ALA 184, MILE
 EF1690'POST 20.95 ON ALA 101, DRIVE NORTH ON ALA 101 0.24 KM (0.15 MI) TO
 EF1690'MILE POST 21.10 AND THE STATION ON THE RIGHT.
 EF1690'THE STATION IS 14.11 M (46.29 FT) WEST - NORTHWEST OF A SERVICE POWER
 EF1690'POLE, 14.42 M (47.31 FT) EAST OF THE CENTERLINE OF ALA 101, 27.68 M
 EF1690'(90.81 FT) SOUTH - SOUTHWEST OF A TRANSFORMER POWER POLE, 33.77 M
 EF1690'(110.79 FT) NORTH - NORTHWEST OF A POWER POLE, 35.88 M (117.72 FT)
 EF1690'WEST - SOUTHWEST OF THE TOMBSTONE OF JUNE ALLEN 1868 - 1923, AND 36.36
 EF1690'M (119.29 FT) WEST - SOUTHWEST OF THE TOMBSTONE OF ELLA CARTER STELLE
 EF1690'1876 - 1945.
 EF1690'STATION 40 - 11 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1690
 EF1690                          STATION RECOVERY (1991)
 EF1690
 EF1690'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1690'THE STATION IS LOCATED IN THE NORTHERN END OF LAWRENCE COUNTY ON THE
 EF1690'EAST RIGHT OF WAY OF ALA 101, ABOUT 8.29 KM (5.15 MI) NORTH OF TOWN
 EF1690'CREEK AND ABOUT 12.96 KM (8.05 MI) NORTHWEST OF COURTLAND.
 EF1690'TO REACH THE STATION FROM THE JUNCTION OF ALA 101 AND ALA 184, (MILE
 EF1690'POST 20.95 ON ALA 101) ABOUT 8.03 KM (5.00 MI) NORTH OF TOWN CREEK,
 EF1690'DRIVE NORTH ON ALA 101 FOR 0.24 KM (0.15 MI) TO MILE POST 21.10 AND
 EF1690'THE STATION ON THE RIGHT.
 EF1690'THE STATION IS 14.11 M (46.29 FT) WEST-NORTHWEST OF A SERVICE POWER
 EF1690'POLE, 14.42 M (47.31 FT) EAST OF THE CENTERLINE OF ALA 101, 27.68 M
 EF1690'(90.81 FT) SOUTH-SOUTHWEST OF A TRANSFORMER POWER POLE, 33.77 M
 EF1690'(110.79 FT) NORTH-NORTHWEST OF A POWER POLE, 35.88 M (117.72 FT)
 EF1690'WEST-SOUTHWEST OF THE TOMBSTONE OF JUNE ALLEN 1868 - 1923, AND 36.36 M
 EF1690'(119.29 FT) WEST-SOUTHWEST OF THE TOMBSTONE OF ELLA CARTER STELLE
 EF1690'1876 - 1945.
 EF1690'STATION 40-11 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1690
 EF1690                          STATION RECOVERY (1992)
 EF1690
 EF1690'RECOVERED 1992
 EF1690'RECOVERED IN GOOD CONDITION.
 EF1690
 EF1690                          STATION RECOVERY (2005)
 EF1690
 EF1690'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1690'THE DISTANCE FROM A SIGNIFICANT PARTS OF THE DESCRIPTIONS WAS TOO
 EF1690'GREAT AND THE AREA WAS
 EF1690'COVERED WITH HIGH GRASS AND MULCH FROM SEVERAL YEARS OF CUTTING. I WAS
 EF1690'NOT ABLE TO LOCATE IT
 EF1690'WITH THE EQUIPMENT I HAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1691 ***********************************************************************
 EF1691  DESIGNATION -  40 11
 EF1691  PID         -  EF1691
 EF1691  STATE/COUNTY-  AL/LAWRENCE
 EF1691  USGS QUAD   -  WHEELER DAM (1988)
 EF1691
 EF1691                         *CURRENT SURVEY CONTROL
 EF1691  ___________________________________________________________________
 EF1691* NAD 83(1992)-  34 45 36.60840(N)    087 24 19.30282(W)     ADJUSTED  
 EF1691* NAVD 88     -       179.4    (meters)     589.     (feet)  VERTCON   
 EF1691  ___________________________________________________________________
 EF1691  X           -     237,473.271 (meters)                     COMP
 EF1691  Y           -  -5,240,389.394 (meters)                     COMP
 EF1691  Z           -   3,616,127.236 (meters)                     COMP
 EF1691  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 EF1691  ELLIP HEIGHT-         152.49  (meters)          (07/29/02) GPS OBS
 EF1691  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EF1691
 EF1691  HORZ ORDER  -  FIRST
 EF1691  ELLP ORDER  -  FOURTH    CLASS I
 EF1691
 EF1691.The horizontal coordinates were established by GPS observations
 EF1691.and adjusted by the National Geodetic Survey in December 1992..
 EF1691
 EF1691.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1691.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1691
 EF1691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1691
 EF1691.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1691
 EF1691.The ellipsoidal height was determined by GPS observations
 EF1691.and is referenced to NAD 83.
 EF1691
 EF1691.The geoid height was determined by GEOID03.
 EF1691
 EF1691;                    North         East     Units Scale Factor Converg.
 EF1691;SPC AL W     -   527,841.929   608,663.895   MT  0.99993426   +0 03 14.2
 EF1691;UTM  16      - 3,846,522.065   462,902.344   MT  0.99961696   -0 13 52.0
 EF1691
 EF1691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1691!SPC AL W     -   0.99997606  x   0.99993426  =   0.99991033
 EF1691!UTM  16      -   0.99997606  x   0.99961696  =   0.99959303
 EF1691
 EF1691:                Primary Azimuth Mark                     Grid Az
 EF1691:SPC AL W     -  40 10                                    181 44 05.7
 EF1691:UTM  16      -  40 10                                    182 01 11.9
 EF1691
 EF1691|---------------------------------------------------------------------|
 EF1691| PID    Reference Object                     Distance      Geod. Az  |
 EF1691|                                                           dddmmss.s |
 EF1691| EF1690 40 10                               464.427 METERS 1814719.9 |
 EF1691|---------------------------------------------------------------------|
 EF1691
 EF1691                          SUPERSEDED SURVEY CONTROL
 EF1691
 EF1691  ELLIP H (12/04/92)  152.54   (m)                       GP(       ) 4 1
 EF1691  NAD 83(1992)-  34 45 36.61545(N)    087 24 19.29948(W) AD(       ) 1
 EF1691  NGVD 29 (12/04/92)  179.3    (m)          588.     (f) GPS OBS        
 EF1691
 EF1691.Superseded values are not recommended for survey control.
 EF1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1691.See file dsdata.txt to determine how the superseded data were derived.
 EF1691
 EF1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6290246522(NAD 83)
 EF1691_MARKER: DD = SURVEY DISK
 EF1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1691_SP_SET: CONCRETE POST
 EF1691_STAMPING: 40 - 11 1990
 EF1691_MARK LOGO: ALHD  
 EF1691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1691+STABILITY: SURFACE MOTION
 EF1691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1691+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 EF1691
 EF1691  HISTORY     - Date     Condition        Report By
 EF1691  HISTORY     - 1990     MONUMENTED       ALHD
 EF1691  HISTORY     - 20051111 GOOD             GEOCAC
 EF1691
 EF1691                          STATION DESCRIPTION
 EF1691
 EF1691'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1691'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE EAST RIGHT OF WAY OF
 EF1691'ALA 101, ABOUT 8.77 KM (5.45 MI) NORTH OF TOWN CREEK AND ABOUT 13.28
 EF1691'KM (8.25 MI) NORTHWEST OF COURTLAND.
 EF1691'TO REACH THE STATION FROM THE JUNCTION OF ALA 101 AND ALA 184, MILE
 EF1691'POST 20.95 ON ALA 101, DRIVE NORTH ON ALA 101 0.64 KM (0.40 MI) TO
 EF1691'MILE POST 21.35, LAWRENCE COUNTY ROAD NO. 270, AND THE STATION ON THE
 EF1691'RIGHT.
 EF1691'THE STATION IS 15.03 M (49.31 FT) EAST OF THE CENTERLINE OF ALA 101,
 EF1691'17.37 M (56.99 FT) NORTH OF LARGE TELEPHONE CABLE PEDESTAL NO. SYS 9,
 EF1691'18.29 M (60.01 FT) NORTH OF A TRANSFORMER BOX WITH AN ELECTRIC METER,
 EF1691'23.59 M (77.39 FT) NORTH OF TRANSFORMER POWER POLE NO. B4PT19 T19
 EF1691'WITH TELEPHONE CABLE BOX NO. P79, 24.84 M (81.50 FT) NORTH OF
 EF1691'TELEPHONE CABLE PEDESTAL NO. P 79 A, AND 34.90 M (114.50 FT) NORTH OF
 EF1691'THE CENTER OF LAWRENCE COUNTY ROAD NO. 270.
 EF1691'STATION 40 - 10 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1691
 EF1691                          STATION RECOVERY (2005)
 EF1691
 EF1691'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1691'WATER FROM NEARBY LOGGING COMPANY KEEPS THE MARK COVERED WITH BLACK
 EF1691'WATER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1692 ***********************************************************************
 EF1692  DESIGNATION -  40 12
 EF1692  PID         -  EF1692
 EF1692  STATE/COUNTY-  AL/LAWRENCE
 EF1692  USGS QUAD   -  ROGERSVILLE (1974)
 EF1692
 EF1692                         *CURRENT SURVEY CONTROL
 EF1692  ___________________________________________________________________
 EF1692* NAD 83(1992)-  34 46 01.58896(N)    087 21 37.70268(W)     ADJUSTED  
 EF1692* NAVD 88     -       176.6    (meters)     579.     (feet)  VERTCON   
 EF1692  ___________________________________________________________________
 EF1692  X           -     241,558.512 (meters)                     COMP
 EF1692  Y           -  -5,239,760.988 (meters)                     COMP
 EF1692  Z           -   3,616,758.064 (meters)                     COMP
 EF1692  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 EF1692  ELLIP HEIGHT-         149.72  (meters)          (07/29/02) GPS OBS
 EF1692  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 EF1692
 EF1692  HORZ ORDER  -  FIRST
 EF1692  ELLP ORDER  -  FOURTH    CLASS I
 EF1692
 EF1692.The horizontal coordinates were established by GPS observations
 EF1692.and adjusted by the National Geodetic Survey in December 1992..
 EF1692
 EF1692.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1692.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1692
 EF1692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1692
 EF1692.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1692
 EF1692.The ellipsoidal height was determined by GPS observations
 EF1692.and is referenced to NAD 83.
 EF1692
 EF1692.The geoid height was determined by GEOID03.
 EF1692
 EF1692;                    North         East     Units Scale Factor Converg.
 EF1692;SPC AL W     -   528,616.458   612,772.304   MT  0.99993534   +0 04 46.4
 EF1692;UTM  16      - 3,847,275.901   467,013.242   MT  0.99961341   -0 12 20.0
 EF1692
 EF1692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1692!SPC AL W     -   0.99997650  x   0.99993534  =   0.99991184
 EF1692!UTM  16      -   0.99997650  x   0.99961341  =   0.99958992
 EF1692
 EF1692:                Primary Azimuth Mark                     Grid Az
 EF1692:SPC AL W     -  40 13                                    090 55 59.5
 EF1692:UTM  16      -  40 13                                    091 13 05.9
 EF1692
 EF1692|---------------------------------------------------------------------|
 EF1692| PID    Reference Object                     Distance      Geod. Az  |
 EF1692|                                                           dddmmss.s |
 EF1692| EF1693 40 13                               446.060 METERS 0910045.9 |
 EF1692|---------------------------------------------------------------------|
 EF1692
 EF1692                          SUPERSEDED SURVEY CONTROL
 EF1692
 EF1692  ELLIP H (12/04/92)  149.78   (m)                       GP(       ) 4 1
 EF1692  NAD 83(1992)-  34 46 01.59585(N)    087 21 37.69973(W) AD(       ) 1
 EF1692  NGVD 29 (12/04/92)  176.6    (m)          579.     (f) GPS OBS        
 EF1692
 EF1692.Superseded values are not recommended for survey control.
 EF1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1692.See file dsdata.txt to determine how the superseded data were derived.
 EF1692
 EF1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6701347276(NAD 83)
 EF1692_MARKER: DD = SURVEY DISK
 EF1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1692_SP_SET: CONCRETE POST
 EF1692_STAMPING: 40-12 1990
 EF1692_MARK LOGO: ALHD  
 EF1692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1692+STABILITY: SURFACE MOTION
 EF1692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1692+SATELLITE: SATELLITE OBSERVATIONS - November 12, 2005
 EF1692
 EF1692  HISTORY     - Date     Condition        Report By
 EF1692  HISTORY     - 1990     MONUMENTED       ALHD
 EF1692  HISTORY     - 19910725 GOOD             ALHD
 EF1692  HISTORY     - 19920128 GOOD
 EF1692  HISTORY     - 20051112 GOOD             GEOCAC
 EF1692
 EF1692                          STATION DESCRIPTION
 EF1692
 EF1692'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1692'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1692'LAWRENCE COUNTY ROAD NO. 150, ABOUT 10.38 KM (6.45 MI) NORTH -
 EF1692'NORTHEAST OF TOWN CREEK AND ABOUT 11.75 KM (7.30 MI) NORTH -
 EF1692'NORTHWEST OF COURTLAND.
 EF1692'TO REACH THE STATION FROM THE JUNCTION OF ALA 101 AND ALA 184, MILE
 EF1692'POST 20.95 ON ALA 101, DRIVE NORTH ON ALA 101 5.07 KM (3.15 MI) TO
 EF1692'MILE POST 24.10 AND LAWRENCE COUNTY ROAD NO. 150 ON THE RIGHT, TURN
 EF1692'RIGHT ON LAWRENCE COUNTY ROAD NO. 150 AND DRIVE SOUTHEAST AND EAST
 EF1692'3.62 KM (2.25 MI) TO THE STATION ON THE RIGHT.
 EF1692'THE STATION IS 1.22 M (4.00 FT) NORTH OF A HOG WIRE FENCE WITH ONE
 EF1692'STRAND OF BARBED WIRE ON WOOD POSTS, 13.41 M (44.00 FT) SOUTH OF THE
 EF1692'CENTERLINE OF LAWRENCE COUNTY ROAD NO. 150, AND 14.78 M (48.49 FT)
 EF1692'EAST - NORTHEAST OF THE EAST POST OF A PASTURE GATE.
 EF1692'STATION 40 - 13 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1692
 EF1692                          STATION RECOVERY (1991)
 EF1692
 EF1692'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1692'THE STATION IS LOCATED IN THE NORTHERN PART OF LAWRENCE COUNTY ON THE
 EF1692'SOUTH RIGHT OF WAY OF LAWRENCE COUNTY ROAD NO. 150, ABOUT 10.38 KM
 EF1692'(6.45 MI) NORTH-NORTHEAST OF TOWN CREEK AND ABOUT 11.75 KM (7.30 MI)
 EF1692'NORTH-NORTHWEST OF COURTLAND.
 EF1692'TO REACH THE STATION FROM THE JUNCTION OF ALA 101 AND ALA 184, (MILE
 EF1692'POST 20.95 ON ALA 101) ABOUT 8.03 KM (5.00 MI) NORTH OF TOWN CREEK,
 EF1692'DRIVE NORTH ON ALA 101 FOR 5.07 KM (3.15 MI) TO MILE POST 24.10 AND
 EF1692'LAWRENCE COUNTY ROAD NO. 150 ON THE RIGHT, TURN RIGHT ON LAWRENCE
 EF1692'COUNTY ROAD NO. 150 AND DRIVE SOUTHEAST AND EAST FOR 3.62 KM
 EF1692'(2.25 MI) TO THE STATION ON THE RIGHT.
 EF1692'THE STATION IS 1.22 M (4.00 FT) NORTH OF A HOG WIRE FENCE WITH ONE
 EF1692'STRAND OF BARBED WIRE ON WOOD POSTS, 13.41 M (44.00 FT) SOUTH OF THE
 EF1692'CENTERLINE OF LAWRENCE COUNTY ROAD NO. 150, AND 14.78 M (48.49 FT)
 EF1692'EAST-NORTHEAST OF THE EAST POST OF A PASTURE GATE.
 EF1692'STATION 40-13 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1692
 EF1692                          STATION RECOVERY (1992)
 EF1692
 EF1692'RECOVERED 1992
 EF1692'RECOVERED IN GOOD CONDITION.
 EF1692
 EF1692                          STATION RECOVERY (2005)
 EF1692
 EF1692'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1692'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1693 ***********************************************************************
 EF1693  DESIGNATION -  40 13
 EF1693  PID         -  EF1693
 EF1693  STATE/COUNTY-  AL/LAWRENCE
 EF1693  USGS QUAD   -  ROGERSVILLE (1974)
 EF1693
 EF1693                         *CURRENT SURVEY CONTROL
 EF1693  ___________________________________________________________________
 EF1693* NAD 83(1992)-  34 46 01.33276(N)    087 21 20.16435(W)     ADJUSTED  
 EF1693* NAVD 88     -       173.6    (meters)     570.     (feet)  VERTCON   
 EF1693  ___________________________________________________________________
 EF1693  X           -     242,004.130 (meters)                     COMP
 EF1693  Y           -  -5,239,742.416 (meters)                     COMP
 EF1693  Z           -   3,616,749.833 (meters)                     COMP
 EF1693  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 EF1693  ELLIP HEIGHT-         146.66  (meters)          (07/29/02) GPS OBS
 EF1693  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EF1693
 EF1693  HORZ ORDER  -  FIRST
 EF1693  ELLP ORDER  -  FOURTH    CLASS I
 EF1693
 EF1693.The horizontal coordinates were established by GPS observations
 EF1693.and adjusted by the National Geodetic Survey in December 1992..
 EF1693
 EF1693.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1693.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1693
 EF1693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1693
 EF1693.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1693
 EF1693.The ellipsoidal height was determined by GPS observations
 EF1693.and is referenced to NAD 83.
 EF1693
 EF1693.The geoid height was determined by GEOID03.
 EF1693
 EF1693;                    North         East     Units Scale Factor Converg.
 EF1693;SPC AL W     -   528,609.193   613,218.276   MT  0.99993549   +0 04 56.4
 EF1693;UTM  16      - 3,847,266.420   467,459.029   MT  0.99961305   -0 12 10.0
 EF1693
 EF1693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1693!SPC AL W     -   0.99997698  x   0.99993549  =   0.99991247
 EF1693!UTM  16      -   0.99997698  x   0.99961305  =   0.99959004
 EF1693
 EF1693:                Primary Azimuth Mark                     Grid Az
 EF1693:SPC AL W     -  40 12                                    270 55 59.5
 EF1693:UTM  16      -  40 12                                    271 13 05.9
 EF1693
 EF1693|---------------------------------------------------------------------|
 EF1693| PID    Reference Object                     Distance      Geod. Az  |
 EF1693|                                                           dddmmss.s |
 EF1693| EF1692 40 12                               446.060 METERS 2710055.9 |
 EF1693|---------------------------------------------------------------------|
 EF1693
 EF1693                          SUPERSEDED SURVEY CONTROL
 EF1693
 EF1693  ELLIP H (12/04/92)  146.72   (m)                       GP(       ) 4 1
 EF1693  NAD 83(1992)-  34 46 01.33966(N)    087 21 20.16139(W) AD(       ) 1
 EF1693  NGVD 29 (12/04/92)  173.5    (m)          569.     (f) GPS OBS        
 EF1693
 EF1693.Superseded values are not recommended for survey control.
 EF1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1693.See file dsdata.txt to determine how the superseded data were derived.
 EF1693
 EF1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6745947266(NAD 83)
 EF1693_MARKER: DD = SURVEY DISK
 EF1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1693_SP_SET: CONCRETE POST
 EF1693_STAMPING: 40 - 13 1990
 EF1693_MARK LOGO: ALHD  
 EF1693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1693+STABILITY: SURFACE MOTION
 EF1693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1693+SATELLITE: SATELLITE OBSERVATIONS - November 11, 2005
 EF1693
 EF1693  HISTORY     - Date     Condition        Report By
 EF1693  HISTORY     - 1990     MONUMENTED       ALHD
 EF1693  HISTORY     - 20051111 GOOD             GEOCAC
 EF1693
 EF1693                          STATION DESCRIPTION
 EF1693
 EF1693'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1693'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1693'LAWRENCE COUNTY ROAD NO. 150, ABOUT 10.54 KM (6.55 MI) NORTH -
 EF1693'NORTHEAST OF TOWN CREEK AND ABOUT 11.59 KM (7.20 MI) NORTH -
 EF1693'NORTHWEST OF COURTLAND.
 EF1693'TO REACH THE STATION FROM THE JUNCTION OF ALA 101 AND ALA 184, MILE
 EF1693'POST 20.95 ON ALA 101, DRIVE NORTH ON ALA 101 5.07 KM (3.15 MI) TO
 EF1693'MILE POST 24.10 AND LAWRENCE COUNTY ROAD NO. 150 ON THE RIGHT, TURN
 EF1693'RIGHT ON LAWRENCE COUNTY ROAD NO. 150 AND DRIVE SOUTHEAST AND EAST
 EF1693'4.02 KM (2.50 MI) TO THE STATION ON THE RIGHT.
 EF1693'THE STATION IS 2.62 M (8.60 FT) NORTH OF A HOG WIRE FENCE WITH TWO
 EF1693'STRANDS OF BARBED WIRE ON WOOD POSTS, 11.67 M (38.29 FT) SOUTH OF THE
 EF1693'CENTERLINE OF LAWRENCE COUNTY ROAD NO. 150, 39.11 M (128.31 FT) WEST
 EF1693'OF A FENCE JUNCTION AT A CATTLE GAP IN THE NORTH - SOUTH FENCE, AND
 EF1693'39.93 M (131.00 FT) WEST OF TELEPHONE CABLE PEDESTAL NO. 13.
 EF1693'STATION 40 - 12 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1693
 EF1693                          STATION RECOVERY (2005)
 EF1693
 EF1693'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7799 ***********************************************************************
 AA7799  DESIGNATION -  40 14
 AA7799  PID         -  AA7799
 AA7799  STATE/COUNTY-  AL/LAWRENCE
 AA7799  USGS QUAD   -  LANDERSVILLE (1976)
 AA7799
 AA7799                         *CURRENT SURVEY CONTROL
 AA7799  ___________________________________________________________________
 AA7799* NAD 83(1992)-  34 25 28.77717(N)    087 27 53.60347(W)     ADJUSTED  
 AA7799* NAVD 88     -       201.6    (meters)     661.     (feet)  VERTCON   
 AA7799  ___________________________________________________________________
 AA7799  X           -     232,964.086 (meters)                     COMP
 AA7799  Y           -  -5,261,762.437 (meters)                     COMP
 AA7799  Z           -   3,585,500.318 (meters)                     COMP
 AA7799  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AA7799  ELLIP HEIGHT-         175.32  (meters)          (07/29/02) GPS OBS
 AA7799  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA7799
 AA7799  HORZ ORDER  -  FIRST
 AA7799  ELLP ORDER  -  FOURTH    CLASS I
 AA7799
 AA7799.The horizontal coordinates were established by GPS observations
 AA7799.and adjusted by the National Geodetic Survey in August 1995..
 AA7799
 AA7799.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7799
 AA7799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7799
 AA7799.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7799
 AA7799.The ellipsoidal height was determined by GPS observations
 AA7799.and is referenced to NAD 83.
 AA7799
 AA7799.The geoid height was determined by GEOID03.
 AA7799
 AA7799;                    North         East     Units Scale Factor Converg.
 AA7799;SPC AL W     -   490,621.861   603,227.198   MT  0.99993346   +0 01 11.5
 AA7799;UTM  16      - 3,809,341.075   457,283.075   MT  0.99962249   -0 15 46.1
 AA7799
 AA7799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7799!SPC AL W     -   0.99997248  x   0.99993346  =   0.99990594
 AA7799!UTM  16      -   0.99997248  x   0.99962249  =   0.99959498
 AA7799
 AA7799:                Primary Azimuth Mark                     Grid Az
 AA7799:SPC AL W     -  40 15                                    061 28 23.1
 AA7799:UTM  16      -  40 15                                    061 45 20.7
 AA7799
 AA7799|---------------------------------------------------------------------|
 AA7799| PID    Reference Object                     Distance      Geod. Az  |
 AA7799|                                                           dddmmss.s |
 AA7799| AA7800 40 15                               495.228 METERS 0612934.6 |
 AA7799|---------------------------------------------------------------------|
 AA7799
 AA7799                          SUPERSEDED SURVEY CONTROL
 AA7799
 AA7799  ELLIP H (10/10/95)  175.35   (m)                       GP(       ) 4 2
 AA7799  NGVD 29 (08/31/95)  201.6    (m)          661.     (f) GPS OBS        
 AA7799
 AA7799.Superseded values are not recommended for survey control.
 AA7799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7799.See file dsdata.txt to determine how the superseded data were derived.
 AA7799
 AA7799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5728309341(NAD 83)
 AA7799_MARKER: DD = SURVEY DISK
 AA7799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7799_STAMPING: 40-14 1994
 AA7799_MARK LOGO: ALHD  
 AA7799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7799+STABILITY: SURFACE MOTION
 AA7799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7799+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7799
 AA7799  HISTORY     - Date     Condition        Report By
 AA7799  HISTORY     - 1994     MONUMENTED       ALHD
 AA7799
 AA7799                          STATION DESCRIPTION
 AA7799
 AA7799'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7799'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7799'LAWRENCE COUNTY ROAD NO. 17, ABOUT 2.50 MI (4.02 KM) SOUTH-SOUTHEAST
 AA7799'OF MOUNT HOPE AND ABOUT 10.45 MI (16.82 KM) SOUTHWEST OF MOULTON.
 AA7799' 
 AA7799'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 33 (MILE POST
 AA7799'55.60 ON ALA 24 AND MILE POST 26.65 ON ALA 33) AT A TRAFFIC LIGHT IN
 AA7799'MOULTON, DRIVE WEST ON ALA 24 FOR 8.60 MI (13.84 KM) TO MILE POST
 AA7799'47.00 AND ALA 101 ON THE RIGHT, CONTINUE WEST ON ALA 24 FOR 0.20 MI
 AA7799'(0.32 KM) TO MILE POST 46.80 AND LAWRENCE COUNTY ROAD NO. 28 ON THE
 AA7799'LEFT, TURN LEFT ON LAWRENCE COUNTY ROAD NO. 28 AND DRIVE SOUTH FOR
 AA7799'3.05 MI (4.91 KM) TO A SHARP CURVE TO THE RIGHT WHERE LAWRENCE COUNTY
 AA7799'ROAD NO. 28 BECOMES LAWRENCE COUNTY ROAD NO. 17, BEAR RIGHT AROUND THE
 AA7799'CURVE ON LAWRENCE COUNTY ROAD NO. 17 AND DRIVE WEST FOR 1.25 MI (2.01
 AA7799'KM) TO THE STATION ON THE LEFT.
 AA7799' 
 AA7799'THE STATION IS 3.2 FT (1.0 M) NORTH-NORTHWEST OF A HOG WIRE FENCE ON
 AA7799'OLD WOOD POSTS, 44.0 FT (13.4 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 AA7799'LAWRENCE COUNTY ROAD NO. 17, 181.0 FT (55.2 M) EAST-NORTHEAST OF
 AA7799'TELEPHONE CABLE PEDESTAL NO. HG 66 S 1, 194.5 FT (59.3 M)
 AA7799'EAST-NORTHEAST OF THE WEST END OF THE FENCE, 201.0 FT (61.3 M)
 AA7799'EAST-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 209.8 FT (63.9 M)
 AA7799'EAST OF TELEPHONE CABLE PEDESTAL NO. HG 66 ACROSS THE ROAD, 3.0 FT
 AA7799'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7799'GROUND.
 AA7799' 
 AA7799'STATION 40-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7800 ***********************************************************************
 AA7800  DESIGNATION -  40 15
 AA7800  PID         -  AA7800
 AA7800  STATE/COUNTY-  AL/LAWRENCE
 AA7800  USGS QUAD   -  LANDERSVILLE (1976)
 AA7800
 AA7800                         *CURRENT SURVEY CONTROL
 AA7800  ___________________________________________________________________
 AA7800* NAD 83(1992)-  34 25 36.44726(N)    087 27 36.55969(W)     ADJUSTED  
 AA7800* NAVD 88     -       197.7    (meters)     649.     (feet)  VERTCON   
 AA7800  ___________________________________________________________________
 AA7800  X           -     233,392.801 (meters)                     COMP
 AA7800  Y           -  -5,261,606.402 (meters)                     COMP
 AA7800  Z           -   3,585,693.025 (meters)                     COMP
 AA7800  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA7800  ELLIP HEIGHT-         171.34  (meters)          (07/29/02) GPS OBS
 AA7800  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 AA7800
 AA7800  HORZ ORDER  -  FIRST
 AA7800  ELLP ORDER  -  FOURTH    CLASS I
 AA7800
 AA7800.The horizontal coordinates were established by GPS observations
 AA7800.and adjusted by the National Geodetic Survey in August 1995..
 AA7800
 AA7800.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7800.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7800
 AA7800.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7800
 AA7800.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7800
 AA7800.The ellipsoidal height was determined by GPS observations
 AA7800.and is referenced to NAD 83.
 AA7800
 AA7800.The geoid height was determined by GEOID03.
 AA7800
 AA7800;                    North         East     Units Scale Factor Converg.
 AA7800;SPC AL W     -   490,858.352   603,662.273   MT  0.99993350   +0 01 21.1
 AA7800;UTM  16      - 3,809,575.343   457,719.176   MT  0.99962203   -0 15 36.6
 AA7800
 AA7800!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7800!SPC AL W     -   0.99997310  x   0.99993350  =   0.99990661
 AA7800!UTM  16      -   0.99997310  x   0.99962203  =   0.99959514
 AA7800
 AA7800:                Primary Azimuth Mark                     Grid Az
 AA7800:SPC AL W     -  40 14                                    241 28 23.2
 AA7800:UTM  16      -  40 14                                    241 45 20.9
 AA7800
 AA7800|---------------------------------------------------------------------|
 AA7800| PID    Reference Object                     Distance      Geod. Az  |
 AA7800|                                                           dddmmss.s |
 AA7800| AA7799 40 14                               495.228 METERS 2412944.3 |
 AA7800|---------------------------------------------------------------------|
 AA7800
 AA7800                          SUPERSEDED SURVEY CONTROL
 AA7800
 AA7800  ELLIP H (10/10/95)  171.38   (m)                       GP(       ) 4 2
 AA7800  NGVD 29 (08/31/95)  197.6    (m)          648.     (f) GPS OBS        
 AA7800
 AA7800.Superseded values are not recommended for survey control.
 AA7800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7800.See file dsdata.txt to determine how the superseded data were derived.
 AA7800
 AA7800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5771909575(NAD 83)
 AA7800_MARKER: DD = SURVEY DISK
 AA7800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7800_STAMPING: 40-15 1994
 AA7800_MARK LOGO: ALHD  
 AA7800_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7800+STABILITY: SURFACE MOTION
 AA7800_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7800+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7800
 AA7800  HISTORY     - Date     Condition        Report By
 AA7800  HISTORY     - 1994     MONUMENTED       ALHD
 AA7800
 AA7800                          STATION DESCRIPTION
 AA7800
 AA7800'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7800'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7800'LAWRENCE COUNTY ROAD NO. 17, ABOUT 2.45 MI (3.94 KM) SOUTH-SOUTHEAST
 AA7800'OF MOUNT HOPE AND ABOUT 10.15 MI (16.33 KM) SOUTHWEST OF MOULTON.
 AA7800' 
 AA7800'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 33 (MILE POST
 AA7800'55.60 ON ALA 24 AND MILE POST 26.65 ON ALA 33) AT A TRAFFIC LIGHT IN
 AA7800'MOULTON, DRIVE WEST ON ALA 24 FOR 8.60 MI (13.84 KM) TO MILE POST
 AA7800'47.00 AND ALA 101 ON THE RIGHT, CONTINUE WEST ON ALA 24 FOR 0.20 MI
 AA7800'(0.32 KM) TO MILE POST 46.80 AND LAWRENCE COUNTY ROAD NO. 28 ON THE
 AA7800'LEFT, TURN LEFT ON LAWRENCE COUNTY ROAD NO. 28 AND DRIVE SOUTH FOR
 AA7800'3.05 MI (4.91 KM) TO A SHARP CURVE TO THE RIGHT WHERE LAWRENCE COUNTY
 AA7800'ROAD NO. 28 BECOMES LAWRENCE COUNTY ROAD NO. 17, BEAR RIGHT AROUND THE
 AA7800'CURVE ON LAWRENCE COUNTY ROAD NO. 17 AND DRIVE WEST FOR 0.95 MI (1.53
 AA7800'KM) TO THE STATION ON THE RIGHT.
 AA7800' 
 AA7800'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A FIVE STRAND BARBED
 AA7800'WIRE FENCE ON OLD WOOD POSTS, 40.0 FT (12.2 M) NORTH-NORTHWEST OF THE
 AA7800'CENTERLINE OF LAWRENCE COUNTY ROAD NO. 17, 81.5 FT (24.8 M) NORTHWEST
 AA7800'OF A POWER POLE ACROSS THE ROAD, 3.1 FT (0.9 M) SOUTH OF A CARSONITE
 AA7800'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7800' 
 AA7800'STATION 40-14 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7801 ***********************************************************************
 AA7801  DESIGNATION -  40 16
 AA7801  PID         -  AA7801
 AA7801  STATE/COUNTY-  AL/LAWRENCE
 AA7801  USGS QUAD   -  MOULTON (1988)
 AA7801
 AA7801                         *CURRENT SURVEY CONTROL
 AA7801  ___________________________________________________________________
 AA7801* NAD 83(1992)-  34 25 34.29748(N)    087 21 32.14274(W)     ADJUSTED  
 AA7801* NAVD 88     -       216.9    (meters)     712.     (feet)  VERTCON   
 AA7801  ___________________________________________________________________
 AA7801  X           -     242,690.794 (meters)                     COMP
 AA7801  Y           -  -5,261,239.061 (meters)                     COMP
 AA7801  Z           -   3,585,649.226 (meters)                     COMP
 AA7801  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 AA7801  ELLIP HEIGHT-         190.52  (meters)          (07/29/02) GPS OBS
 AA7801  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AA7801
 AA7801  HORZ ORDER  -  FIRST
 AA7801  ELLP ORDER  -  FOURTH    CLASS I
 AA7801
 AA7801.The horizontal coordinates were established by GPS observations
 AA7801.and adjusted by the National Geodetic Survey in August 1995..
 AA7801
 AA7801.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7801.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7801
 AA7801.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7801
 AA7801.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7801
 AA7801.The ellipsoidal height was determined by GPS observations
 AA7801.and is referenced to NAD 83.
 AA7801
 AA7801.The geoid height was determined by GEOID03.
 AA7801
 AA7801;                    North         East     Units Scale Factor Converg.
 AA7801;SPC AL W     -   490,800.418   612,966.548   MT  0.99993540   +0 04 47.1
 AA7801;UTM  16      - 3,809,471.539   467,020.105   MT  0.99961341   -0 12 10.5
 AA7801
 AA7801!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7801!SPC AL W     -   0.99997009  x   0.99993540  =   0.99990550
 AA7801!UTM  16      -   0.99997009  x   0.99961341  =   0.99958352
 AA7801
 AA7801|---------------------------------------------------------------------|
 AA7801| PID    Reference Object                     Distance      Geod. Az  |
 AA7801|                                                           dddmmss.s |
 AA7801| AA7802 40 17                               385.819 METERS 30952     |
 AA7801|---------------------------------------------------------------------|
 AA7801
 AA7801                          SUPERSEDED SURVEY CONTROL
 AA7801
 AA7801  ELLIP H (10/10/95)  190.56   (m)                       GP(       ) 4 2
 AA7801  NGVD 29 (08/31/95)  216.8    (m)          711.     (f) GPS OBS        
 AA7801
 AA7801.Superseded values are not recommended for survey control.
 AA7801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7801.See file dsdata.txt to determine how the superseded data were derived.
 AA7801
 AA7801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6702009472(NAD 83)
 AA7801_MARKER: DD = SURVEY DISK
 AA7801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7801_STAMPING: 40-16 1994
 AA7801_MARK LOGO: ALHD  
 AA7801_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7801+STABILITY: SURFACE MOTION
 AA7801_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7801+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7801
 AA7801  HISTORY     - Date     Condition        Report By
 AA7801  HISTORY     - 1994     MONUMENTED       ALHD
 AA7801
 AA7801                          STATION DESCRIPTION
 AA7801
 AA7801'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7801'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7801'LAWRENCE COUNTY ROAD NO. 59, ABOUT 3.75 MI (6.03 KM) SOUTHEAST OF
 AA7801'LANDERSVILLE AND ABOUT 5.30 MI (8.53 KM) SOUTHWEST OF MOULTON.
 AA7801' 
 AA7801'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 33 (MILE POST
 AA7801'55.60 ON ALA 24 AND MILE POST 26.65 ON ALA 33) AT A TRAFFIC LIGHT IN
 AA7801'MOULTON, DRIVE WEST AND SOUTHWEST ON ALA 24 FOR 5.55 MI (8.93 KM) TO
 AA7801'MILE POST 50.05 AND LAWRENCE COUNTY ROAD NO. 7 ON THE LEFT, TURN LEFT
 AA7801'ON LAWRENCE COUNTY ROAD NO. 7 AND DRIVE SOUTH FOR 3.15 MI (5.07 KM) TO
 AA7801'A CURVE TO THE RIGHT AND A GRAVEL ROAD AHEAD, CONTINUE SOUTH ON THE
 AA7801'GRAVEL ROAD FOR 0.10 MI (0.16 KM) TO A T-INTERSECTION WITH A GRAVEL
 AA7801'ROAD LEFT AND RIGHT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE EAST FOR
 AA7801'1.55 MI (2.49 KM) TO A T-INTERSECTION WITH LAWRENCE COUNTY ROAD NO. 59
 AA7801'LEFT AND RIGHT, TURN RIGHT ON LAWRENCE COUNTY ROAD NO. 59 AND DRIVE
 AA7801'SOUTHWEST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE RIGHT.
 AA7801' 
 AA7801'THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A FOUR STRAND BARBED
 AA7801'WIRE FENCE ON WOOD POSTS, 15.1 FT (4.6 M) NORTH-NORTHEAST OF A LARGE
 AA7801'BRACED POST IN THE FENCE LINE, 26.0 FT (7.9 M) NORTH OF A TELEPHONE
 AA7801'CABLE PEDESTAL, 30.2 FT (9.2 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AA7801'LAWRENCE COUNTY ROAD NO. 59, 45.3 FT (13.8 M) NORTH OF THE NORTHWEST
 AA7801'CORNER OF A DOUBLE THREE BY THREE FOOT CONCRETE PIPE CULVERT UNDER
 AA7801'LAWRENCE COUNTY ROAD NO. 59, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE
 AA7801'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7801' 
 AA7801'STATION 40-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7802 ***********************************************************************
 AA7802  DESIGNATION -  40 17
 AA7802  PID         -  AA7802
 AA7802  STATE/COUNTY-  AL/LAWRENCE
 AA7802  USGS QUAD   -  MOULTON (1988)
 AA7802
 AA7802                         *CURRENT SURVEY CONTROL
 AA7802  ___________________________________________________________________
 AA7802* NAD 83(1992)-  34 25 42.32222(N)    087 21 43.74184(W)     ADJUSTED  
 AA7802* NAVD 88     -       211.3    (meters)     693.     (feet)  VERTCON   
 AA7802  ___________________________________________________________________
 AA7802  X           -     242,388.288 (meters)                     COMP
 AA7802  Y           -  -5,261,108.464 (meters)                     COMP
 AA7802  Z           -   3,585,850.051 (meters)                     COMP
 AA7802  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AA7802  ELLIP HEIGHT-         184.96  (meters)          (07/29/02) GPS OBS
 AA7802  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 AA7802
 AA7802  HORZ ORDER  -  FIRST
 AA7802  ELLP ORDER  -  FOURTH    CLASS I
 AA7802
 AA7802.The horizontal coordinates were established by GPS observations
 AA7802.and adjusted by the National Geodetic Survey in August 1995..
 AA7802
 AA7802.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7802
 AA7802.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7802
 AA7802.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7802
 AA7802.The ellipsoidal height was determined by GPS observations
 AA7802.and is referenced to NAD 83.
 AA7802
 AA7802.The geoid height was determined by GEOID03.
 AA7802
 AA7802;                    North         East     Units Scale Factor Converg.
 AA7802;SPC AL W     -   491,047.268   612,670.065   MT  0.99993531   +0 04 40.6
 AA7802;UTM  16      - 3,809,719.769   466,724.938   MT  0.99961365   -0 12 17.1
 AA7802
 AA7802!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7802!SPC AL W     -   0.99997097  x   0.99993531  =   0.99990628
 AA7802!UTM  16      -   0.99997097  x   0.99961365  =   0.99958463
 AA7802
 AA7802|---------------------------------------------------------------------|
 AA7802| PID    Reference Object                     Distance      Geod. Az  |
 AA7802|                                                           dddmmss.s |
 AA7802| AA7801 40 16                               385.819 METERS 12952     |
 AA7802|---------------------------------------------------------------------|
 AA7802
 AA7802                          SUPERSEDED SURVEY CONTROL
 AA7802
 AA7802  ELLIP H (10/10/95)  185.00   (m)                       GP(       ) 4 2
 AA7802  NGVD 29 (08/31/95)  211.3    (m)          693.     (f) GPS OBS        
 AA7802
 AA7802.Superseded values are not recommended for survey control.
 AA7802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7802.See file dsdata.txt to determine how the superseded data were derived.
 AA7802
 AA7802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6672509720(NAD 83)
 AA7802_MARKER: DD = SURVEY DISK
 AA7802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7802_STAMPING: 40-17 1994
 AA7802_MARK LOGO: ALHD  
 AA7802_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7802+STABILITY: SURFACE MOTION
 AA7802_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7802+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7802
 AA7802  HISTORY     - Date     Condition        Report By
 AA7802  HISTORY     - 1994     MONUMENTED       ALHD
 AA7802  HISTORY     - 20050106 GOOD             ALHD
 AA7802
 AA7802                          STATION DESCRIPTION
 AA7802
 AA7802'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7802'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7802'A COUNTY GRAVEL ROAD, ABOUT 3.50 MI (5.63 KM) SOUTHEAST OF
 AA7802'LANDERSVILLE AND ABOUT 5.30 MI (8.53 KM) SOUTHWEST OF MOULTON.
 AA7802' 
 AA7802'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 33 (MILE POST
 AA7802'55.60 ON ALA 24 AND MILE POST 26.65 ON ALA 33) AT A TRAFFIC LIGHT IN
 AA7802'MOULTON, DRIVE WEST AND SOUTHWEST ON ALA 24 FOR 5.55 MI (8.93 KM) TO
 AA7802'MILE POST 50.05 AND LAWRENCE COUNTY ROAD NO. 7 ON THE LEFT, TURN LEFT
 AA7802'ON LAWRENCE COUNTY ROAD NO. 7 AND DRIVE SOUTH FOR 3.15 MI (5.07 KM) TO
 AA7802'A CURVE TO THE RIGHT AND A GRAVEL ROAD AHEAD, CONTINUE SOUTH ON THE
 AA7802'GRAVEL ROAD FOR 0.10 MI (0.16 KM) TO A T-INTERSECTION WITH A GRAVEL
 AA7802'ROAD LEFT AND RIGHT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE EAST FOR
 AA7802'1.30 MI (2.09 KM) TO THE STATION ON THE LEFT.
 AA7802' 
 AA7802'THE STATION IS 3.1 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 AA7802'ON WHITE STEEL POSTS, 19.7 FT (6.0 M) NORTH OF THE CENTER OF A COUNTY
 AA7802'GRAVEL ROAD, 58.0 FT (17.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 AA7802'POND IN A PASTURE, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST,
 AA7802'AND SET FLUSH WITH THE GROUND.
 AA7802' 
 AA7802'STATION 40-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7802
 AA7802                          STATION RECOVERY (2005)
 AA7802
 AA7802'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7802'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7803 ***********************************************************************
 AA7803  DESIGNATION -  40 18
 AA7803  PID         -  AA7803
 AA7803  STATE/COUNTY-  AL/LAWRENCE
 AA7803  USGS QUAD   -  MOULTON (1988)
 AA7803
 AA7803                         *CURRENT SURVEY CONTROL
 AA7803  ___________________________________________________________________
 AA7803* NAD 83(1992)-  34 25 49.29247(N)    087 15 51.62425(W)     ADJUSTED  
 AA7803* NAVD 88     -       201.2    (meters)     660.     (feet)  VERTCON   
 AA7803  ___________________________________________________________________
 AA7803  X           -     251,363.043 (meters)                     COMP
 AA7803  Y           -  -5,260,557.261 (meters)                     COMP
 AA7803  Z           -   3,586,021.412 (meters)                     COMP
 AA7803  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 AA7803  ELLIP HEIGHT-         174.70  (meters)          (07/29/02) GPS OBS
 AA7803  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AA7803
 AA7803  HORZ ORDER  -  FIRST
 AA7803  ELLP ORDER  -  FOURTH    CLASS I
 AA7803
 AA7803.The horizontal coordinates were established by GPS observations
 AA7803.and adjusted by the National Geodetic Survey in August 1995..
 AA7803
 AA7803.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7803.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7803
 AA7803.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7803
 AA7803.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7803
 AA7803.The ellipsoidal height was determined by GPS observations
 AA7803.and is referenced to NAD 83.
 AA7803
 AA7803.The geoid height was determined by GEOID03.
 AA7803
 AA7803;                    North         East     Units Scale Factor Converg.
 AA7803;SPC AL W     -   491,278.602   621,659.563   MT  0.99993911   +0 07 59.7
 AA7803;UTM  16      - 3,809,906.685   475,712.531   MT  0.99960727   -0 08 58.1
 AA7803
 AA7803!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7803!SPC AL W     -   0.99997258  x   0.99993911  =   0.99991169
 AA7803!UTM  16      -   0.99997258  x   0.99960727  =   0.99957986
 AA7803
 AA7803                          SUPERSEDED SURVEY CONTROL
 AA7803
 AA7803  ELLIP H (10/10/95)  174.73   (m)                       GP(       ) 4 2
 AA7803  NGVD 29 (08/31/95)  201.2    (m)          660.     (f) GPS OBS        
 AA7803
 AA7803.Superseded values are not recommended for survey control.
 AA7803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7803.See file dsdata.txt to determine how the superseded data were derived.
 AA7803
 AA7803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7571309907(NAD 83)
 AA7803_MARKER: DD = SURVEY DISK
 AA7803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7803_STAMPING: 40-18 1994
 AA7803_MARK LOGO: ALHD  
 AA7803_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7803+STABILITY: SURFACE MOTION
 AA7803_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7803+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7803
 AA7803  HISTORY     - Date     Condition        Report By
 AA7803  HISTORY     - 1994     MONUMENTED       ALHD
 AA7803  HISTORY     - 20050106 GOOD             ALHD
 AA7803
 AA7803                          STATION DESCRIPTION
 AA7803
 AA7803'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7803'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7803'A PAVED COUNTY ROAD, ABOUT 3.80 MI (6.12 KM) SOUTHEAST OF MOULTON AND
 AA7803'ABOUT 6.00 MI (9.66 KM) WEST-NORTHWEST OF SPEAKE.
 AA7803' 
 AA7803'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 36 (MILE POST
 AA7803'0.00 ON ALA 36 AND MILE POST 22.70 ON ALA 33) AT WREN, ABOUT 3 MILES
 AA7803'(4.8 KM) SOUTH OF MOULTON, DRIVE EAST AND SOUTHEAST ON ALA 36 FOR 1.80
 AA7803'MI (2.90 KM) TO MILE POST 1.80 AND A PAVED COUNTY ROAD LEFT AND RIGHT,
 AA7803'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 0.15 MI (0.24
 AA7803'KM) TO THE STATION ON THE RIGHT.
 AA7803' 
 AA7803'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 AA7803'ON RUSTY STEEL POSTS, 21.5 FT (6.6 M) NORTH OF THE CENTER OF THE PAVED
 AA7803'COUNTY ROAD, 50.3 FT (15.3 M) NORTH-NORTHWEST OF TELEPHONE CABLE
 AA7803'PEDESTAL NO. P 2 ACROSS THE ROAD, 52.8 FT (16.1 M) NORTH-NORTHWEST OF
 AA7803'THE NORTHWEST CORNER OF AN ELECTRIC FENCE ACROSS THE ROAD, 55.8 FT
 AA7803'(17.0 M) NORTH-NORTHEAST OF THE CENTER OF A CONCRETE WATER METER BOX,
 AA7803'3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7803'THE GROUND.
 AA7803' 
 AA7803'STATION 40-19 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7803
 AA7803                          STATION RECOVERY (2005)
 AA7803
 AA7803'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7803'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7804 ***********************************************************************
 AA7804  DESIGNATION -  40 19
 AA7804  PID         -  AA7804
 AA7804  STATE/COUNTY-  AL/LAWRENCE
 AA7804  USGS QUAD   -  OAKVILLE (1988)
 AA7804
 AA7804                         *CURRENT SURVEY CONTROL
 AA7804  ___________________________________________________________________
 AA7804* NAD 83(1992)-  34 25 49.53474(N)    087 14 59.69071(W)     ADJUSTED  
 AA7804* NAVD 88     -       201.5    (meters)     661.     (feet)  VERTCON   
 AA7804  ___________________________________________________________________
 AA7804  X           -     252,687.349 (meters)                     COMP
 AA7804  Y           -  -5,260,489.762 (meters)                     COMP
 AA7804  Z           -   3,586,027.688 (meters)                     COMP
 AA7804  LAPLACE CORR-          -4.07  (seconds)                    DEFLEC99
 AA7804  ELLIP HEIGHT-         174.91  (meters)          (07/29/02) GPS OBS
 AA7804  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AA7804
 AA7804  HORZ ORDER  -  FIRST
 AA7804  ELLP ORDER  -  FOURTH    CLASS I
 AA7804
 AA7804.The horizontal coordinates were established by GPS observations
 AA7804.and adjusted by the National Geodetic Survey in August 1995..
 AA7804
 AA7804.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7804.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7804
 AA7804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7804
 AA7804.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7804
 AA7804.The ellipsoidal height was determined by GPS observations
 AA7804.and is referenced to NAD 83.
 AA7804
 AA7804.The geoid height was determined by GEOID03.
 AA7804
 AA7804;                    North         East     Units Scale Factor Converg.
 AA7804;SPC AL W     -   491,289.245   622,985.443   MT  0.99993984   +0 08 29.0
 AA7804;UTM  16      - 3,809,910.784   477,038.006   MT  0.99960650   -0 08 28.7
 AA7804
 AA7804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7804!SPC AL W     -   0.99997254  x   0.99993984  =   0.99991239
 AA7804!UTM  16      -   0.99997254  x   0.99960650  =   0.99957905
 AA7804
 AA7804                          SUPERSEDED SURVEY CONTROL
 AA7804
 AA7804  ELLIP H (10/10/95)  174.94   (m)                       GP(       ) 4 2
 AA7804  NGVD 29 (08/31/95)  201.4    (m)          661.     (f) GPS OBS        
 AA7804
 AA7804.Superseded values are not recommended for survey control.
 AA7804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7804.See file dsdata.txt to determine how the superseded data were derived.
 AA7804
 AA7804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7703809911(NAD 83)
 AA7804_MARKER: DD = SURVEY DISK
 AA7804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7804_STAMPING: 40-19 1994
 AA7804_MARK LOGO: ALHD  
 AA7804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7804+STABILITY: SURFACE MOTION
 AA7804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7804+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7804
 AA7804  HISTORY     - Date     Condition        Report By
 AA7804  HISTORY     - 1994     MONUMENTED       ALHD
 AA7804
 AA7804                          STATION DESCRIPTION
 AA7804
 AA7804'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7804'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7804'A PAVED COUNTY ROAD, ABOUT 4.20 MI (6.76 KM) SOUTHEAST OF MOULTON AND
 AA7804'ABOUT 5.15 MI (8.29 KM) WEST-NORTHWEST OF SPEAKE.
 AA7804' 
 AA7804'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 36 (MILE POST
 AA7804'0.00 ON ALA 36 AND MILE POST 22.70 ON ALA 33) AT WREN, ABOUT 3 MILES
 AA7804'(4.8 KM) SOUTH OF MOULTON, DRIVE EAST AND SOUTHEAST ON ALA 36 FOR 1.80
 AA7804'MI (2.90 KM) TO MILE POST 1.80 AND A PAVED COUNTY ROAD LEFT AND RIGHT,
 AA7804'TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 0.70 MI (1.13
 AA7804'KM) TO THE STATION ON THE LEFT.
 AA7804' 
 AA7804'THE STATION IS 3.1 FT (0.9 M) SOUTH OF A TWO STRAND ELECTRIC FENCE ON
 AA7804'GREEN STEEL POSTS, 27.9 FT (8.5 M) NORTH OF THE CENTER OF THE PAVED
 AA7804'COUNTY ROAD, 57.0 FT (17.4 M) NORTHWEST OF THE WEST END OF AN
 AA7804'EIGHTEEN-INCH CORREGATED METAL PIPE UNDER A FIELD ROAD ACROSS THE
 AA7804'ROAD, 141.0 FT (43.0 M) EAST OF THE NORTH END OF AN EIGHTEEN-INCH
 AA7804'CORREGATED METAL PIPE UNDER THE PAVED COUNTY ROAD, 2.7 FT (0.8 M)
 AA7804'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7804' 
 AA7804'STATION 40-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1694 ***********************************************************************
 EF1694  DESIGNATION -  40 2
 EF1694  PID         -  EF1694
 EF1694  STATE/COUNTY-  AL/LAWRENCE
 EF1694  USGS QUAD   -  MASTERSON (1972)
 EF1694
 EF1694                         *CURRENT SURVEY CONTROL
 EF1694  ___________________________________________________________________
 EF1694* NAD 83(1992)-  34 30 47.35724(N)    087 17 27.19466(W)     ADJUSTED  
 EF1694* NAVD 88     -       199.9    (meters)     656.     (feet)  VERTCON   
 EF1694  ___________________________________________________________________
 EF1694  X           -     248,679.831 (meters)                     COMP
 EF1694  Y           -  -5,255,479.237 (meters)                     COMP
 EF1694  Z           -   3,593,592.703 (meters)                     COMP
 EF1694  LAPLACE CORR-          -2.71  (seconds)                    DEFLEC99
 EF1694  ELLIP HEIGHT-         173.36  (meters)          (07/29/02) GPS OBS
 EF1694  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EF1694
 EF1694  HORZ ORDER  -  FIRST
 EF1694  ELLP ORDER  -  FOURTH    CLASS I
 EF1694
 EF1694.The horizontal coordinates were established by GPS observations
 EF1694.and adjusted by the National Geodetic Survey in December 1992..
 EF1694
 EF1694.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1694.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1694
 EF1694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1694
 EF1694.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1694
 EF1694.The ellipsoidal height was determined by GPS observations
 EF1694.and is referenced to NAD 83.
 EF1694
 EF1694.The geoid height was determined by GEOID03.
 EF1694
 EF1694;                    North         East     Units Scale Factor Converg.
 EF1694;SPC AL W     -   500,457.270   619,200.615   MT  0.99993788   +0 07 06.5
 EF1694;UTM  16      - 3,819,094.349   473,299.746   MT  0.99960879   -0 09 53.3
 EF1694
 EF1694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1694!SPC AL W     -   0.99997279  x   0.99993788  =   0.99991067
 EF1694!UTM  16      -   0.99997279  x   0.99960879  =   0.99958159
 EF1694
 EF1694                          SUPERSEDED SURVEY CONTROL
 EF1694
 EF1694  ELLIP H (12/04/92)  173.41   (m)                       GP(       ) 4 1
 EF1694  NAD 83(1992)-  34 30 47.36463(N)    087 17 27.19187(W) AD(       ) 1
 EF1694  NGVD 29 (12/04/92)  199.9    (m)          656.     (f) GPS OBS        
 EF1694
 EF1694.Superseded values are not recommended for survey control.
 EF1694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1694.See file dsdata.txt to determine how the superseded data were derived.
 EF1694
 EF1694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7330019094(NAD 83)
 EF1694_MARKER: DD = SURVEY DISK
 EF1694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1694_SP_SET: CONCRETE POST
 EF1694_STAMPING: 40 - 2 1989
 EF1694_MARK LOGO: ALHD  
 EF1694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1694+STABILITY: SURFACE MOTION
 EF1694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1694+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 EF1694
 EF1694  HISTORY     - Date     Condition        Report By
 EF1694  HISTORY     - 1989     MONUMENTED       ALHD
 EF1694  HISTORY     - 19900517 GOOD
 EF1694  HISTORY     - 20040324 GOOD             ALHD
 EF1694
 EF1694                          STATION DESCRIPTION
 EF1694
 EF1694'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1694'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE WEST RIGHT OF WAY OF
 EF1694'ALA 157 IN THE NORTH SIDE OF MOULTON.
 EF1694'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 157, MILE
 EF1694'POST 34.60 ON ALA 157, IN THE NORTH SIDE OF MOULTON, DRIVE SOUTH ON
 EF1694'ALA 157 0.24 KM (0.15 MI) TO MILE POST 34.45 AND THE STATION ON THE
 EF1694'RIGHT.
 EF1694'THE STATION IS 1.25 M (4.10 FT) EAST - NORTHEAST OF A 1.22 M
 EF1694'(4.00 FT) CHAIN LINK FENCE, 17.37 M (56.99 FT) SOUTH OF A SANITARY
 EF1694'SEWER MANHOLE, 20.12 M (66.01 FT) SOUTH OF THE SOUTH END OF AN 18
 EF1694'INCH CONCRETE PIPE UNDER A DRIVEWAY, 20.33 M (66.70 FT) SOUTH -
 EF1694'SOUTHEAST OF THE NORTHEAST CORNER OF A 1.22 M (4.00 FT) CHAIN LINK
 EF1694'FENCE, 21.64 M (71.00 FT) WEST - SOUTHWEST OF THE CENTERLINE OF THE
 EF1694'SOUTH BOUND LANES OF ALA 157, 22.46 M (73.69 FT) SOUTH OF THE SOUTH
 EF1694'EDGE OF A CONCRETE DRIVEWAY, 1.24 M (4.07 FT) EAST OF A CARSONITE
 EF1694'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1694'STATION 40 - 1 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1694
 EF1694                          STATION RECOVERY (1990)
 EF1694
 EF1694'RECOVERED 1990
 EF1694'RECOVERED IN GOOD CONDITION.
 EF1694
 EF1694                          STATION RECOVERY (2004)
 EF1694
 EF1694'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7805 ***********************************************************************
 AA7805  DESIGNATION -  40 20
 AA7805  PID         -  AA7805
 AA7805  STATE/COUNTY-  AL/LAWRENCE
 AA7805  USGS QUAD   -  UPSHAW (1989)
 AA7805
 AA7805                         *CURRENT SURVEY CONTROL
 AA7805  ___________________________________________________________________
 AA7805* NAD 83(1992)-  34 20 36.87409(N)    087 10 42.60950(W)     ADJUSTED  
 AA7805* NAVD 88     -       304.1    (meters)     998.     (feet)  VERTCON   
 AA7805  ___________________________________________________________________
 AA7805  X           -     259,515.652 (meters)                     COMP
 AA7805  Y           -  -5,265,689.974 (meters)                     COMP
 AA7805  Z           -   3,578,134.676 (meters)                     COMP
 AA7805  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 AA7805  ELLIP HEIGHT-         277.33  (meters)          (07/29/02) GPS OBS
 AA7805  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AA7805
 AA7805  HORZ ORDER  -  FIRST
 AA7805  ELLP ORDER  -  FOURTH    CLASS I
 AA7805
 AA7805.The horizontal coordinates were established by GPS observations
 AA7805.and adjusted by the National Geodetic Survey in August 1995..
 AA7805
 AA7805.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7805.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7805
 AA7805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7805
 AA7805.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7805
 AA7805.The ellipsoidal height was determined by GPS observations
 AA7805.and is referenced to NAD 83.
 AA7805
 AA7805.The geoid height was determined by GEOID03.
 AA7805
 AA7805;                    North         East     Units Scale Factor Converg.
 AA7805;SPC AL W     -   481,674.104   629,579.436   MT  0.99994411   +0 10 53.0
 AA7805;UTM  16      - 3,800,266.513   483,582.322   MT  0.99960332   -0 06 02.5
 AA7805
 AA7805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7805!SPC AL W     -   0.99995647  x   0.99994411  =   0.99990058
 AA7805!UTM  16      -   0.99995647  x   0.99960332  =   0.99955980
 AA7805
 AA7805                          SUPERSEDED SURVEY CONTROL
 AA7805
 AA7805  ELLIP H (10/10/95)  277.37   (m)                       GP(       ) 4 2
 AA7805  NGVD 29 (08/31/95)  304.1    (m)          998.     (f) GPS OBS        
 AA7805
 AA7805.Superseded values are not recommended for survey control.
 AA7805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7805.See file dsdata.txt to determine how the superseded data were derived.
 AA7805
 AA7805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8358200267(NAD 83)
 AA7805_MARKER: DD = SURVEY DISK
 AA7805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7805_STAMPING: 40-20 1994
 AA7805_MARK LOGO: ALHD  
 AA7805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7805+STABILITY: SURFACE MOTION
 AA7805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7805+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7805
 AA7805  HISTORY     - Date     Condition        Report By
 AA7805  HISTORY     - 1994     MONUMENTED       ALHD
 AA7805
 AA7805                          STATION DESCRIPTION
 AA7805
 AA7805'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7805'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTHWEST SIDE OF A
 AA7805'HIGH VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 5.00 MI (8.05 KM)
 AA7805'SOUTH-SOUTHWEST OF SPEAKE AND ABOUT 11.30 MI (18.19 KM)
 AA7805'SOUTH-SOUTHEAST OF MOULTON.
 AA7805' 
 AA7805'TO REACH THE STATION FROM THE JUNCTION OF ALA 36 AND ALA 157 (MILE
 AA7805'POST 7.95 ON ALA 36 AND MILE POST 24.05 ON ALA 157) AT SPEAKE, DRIVE
 AA7805'WEST ON ALA 36 FOR 0.35 MI (0.56 KM) TO MILE POST 7.60 AND LAWRENCE
 AA7805'COUNTY ROAD NO. 81 LEFT AND RIGHT, TURN LEFT ON LAWRENCE COUNTY ROAD
 AA7805'NO. 81 AND DRIVE SOUTH AND WEST FOR 2.60 MI (4.18 KM) TO A GRAVEL ROAD
 AA7805'ON THE RIGHT AT THE END OF PAVEMENT, CONTINUE SOUTH ON A COUNTY GRAVEL
 AA7805'ROAD FOR 3.80 MI (6.12 KM) TO A HIGH VOLTAGE POWER LINE CROSSING, TURN
 AA7805'RIGHT ALONG THE POWER LINE AND DRIVE WEST FOR 0.05 MI (0.08 KM) TO THE
 AA7805'TOP OF THE HILL AND THE STATION ON THE RIGHT.
 AA7805' 
 AA7805'THE STATION IS LOCATED ON THE SOUTHWEST SIDE OF THE HIGH VOLTAGE POWER
 AA7805'LINE RIGHT OF WAY, 14.0 FT (4.3 M) NORTHWEST OF THE CENTER OF A WOODS
 AA7805'ROAD, 58.0 FT (17.7 M) NORTHEAST OF THE SOUTHWEST EDGE OF THE
 AA7805'CLEARING, 112.0 FT (34.1 M) WEST OF THE SOUTHWEST CORNER OF STEEL
 AA7805'POWER LINE TOWER NO. 222, 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE
 AA7805'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7805' 
 AA7805'STATION 40-21 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7806 ***********************************************************************
 AA7806  DESIGNATION -  40 21
 AA7806  PID         -  AA7806
 AA7806  STATE/COUNTY-  AL/LAWRENCE
 AA7806  USGS QUAD   -  UPSHAW (1989)
 AA7806
 AA7806                         *CURRENT SURVEY CONTROL
 AA7806  ___________________________________________________________________
 AA7806* NAD 83(1992)-  34 21 28.44113(N)    087 13 03.25231(W)     ADJUSTED  
 AA7806* NAVD 88     -       263.1    (meters)     863.     (feet)  VERTCON   
 AA7806  ___________________________________________________________________
 AA7806  X           -     255,879.990 (meters)                     COMP
 AA7806  Y           -  -5,264,936.453 (meters)                     COMP
 AA7806  Z           -   3,579,423.525 (meters)                     COMP
 AA7806  LAPLACE CORR-          -4.42  (seconds)                    DEFLEC99
 AA7806  ELLIP HEIGHT-         236.48  (meters)          (07/29/02) GPS OBS
 AA7806  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 AA7806
 AA7806  HORZ ORDER  -  FIRST
 AA7806  ELLP ORDER  -  FOURTH    CLASS I
 AA7806
 AA7806.The horizontal coordinates were established by GPS observations
 AA7806.and adjusted by the National Geodetic Survey in August 1995..
 AA7806
 AA7806.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7806.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7806
 AA7806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7806
 AA7806.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7806
 AA7806.The ellipsoidal height was determined by GPS observations
 AA7806.and is referenced to NAD 83.
 AA7806
 AA7806.The geoid height was determined by GEOID03.
 AA7806
 AA7806;                    North         East     Units Scale Factor Converg.
 AA7806;SPC AL W     -   483,252.281   625,980.596   MT  0.99994165   +0 09 33.8
 AA7806;UTM  16      - 3,801,861.852   479,992.513   MT  0.99960493   -0 07 22.0
 AA7806
 AA7806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7806!SPC AL W     -   0.99996288  x   0.99994165  =   0.99990453
 AA7806!UTM  16      -   0.99996288  x   0.99960493  =   0.99956782
 AA7806
 AA7806                          SUPERSEDED SURVEY CONTROL
 AA7806
 AA7806  ELLIP H (10/10/95)  236.52   (m)                       GP(       ) 4 2
 AA7806  NGVD 29 (08/31/95)  263.1    (m)          863.     (f) GPS OBS        
 AA7806
 AA7806.Superseded values are not recommended for survey control.
 AA7806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7806.See file dsdata.txt to determine how the superseded data were derived.
 AA7806
 AA7806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7999301862(NAD 83)
 AA7806_MARKER: DD = SURVEY DISK
 AA7806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7806_STAMPING: 40-21 1994
 AA7806_MARK LOGO: ALHD  
 AA7806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7806+STABILITY: SURFACE MOTION
 AA7806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7806+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7806
 AA7806  HISTORY     - Date     Condition        Report By
 AA7806  HISTORY     - 1994     MONUMENTED       ALHD
 AA7806
 AA7806                          STATION DESCRIPTION
 AA7806
 AA7806'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7806'THE STATION IS LOCATED IN LAWRENCE COUNTY ON PROPERTY OWNED BY MS J.
 AA7806'A. CARTER UNDER A HIGH VOLTAGE POWER LINE, ABOUT 5.05 MI (8.13 KM)
 AA7806'SOUTHWEST OF SPEAKE AND ABOUT 9.50 MI (15.29 KM) SOUTH-SOUTHEAST OF
 AA7806'MOULTON.
 AA7806' 
 AA7806'TO REACH THE STATION FROM THE JUNCTION OF ALA 36 AND ALA 157 (MILE
 AA7806'POST 7.95 ON ALA 36 AND MILE POST 24.05 ON ALA 157) AT SPEAKE, DRIVE
 AA7806'WEST ON ALA 36 FOR 0.35 MI (0.56 KM) TO MILE POST 7.60 AND LAWRENCE
 AA7806'COUNTY ROAD NO. 81 LEFT AND RIGHT, TURN LEFT ON LAWRENCE COUNTY ROAD
 AA7806'NO. 81 AND DRIVE SOUTH AND WEST FOR 2.60 MI (4.18 KM) TO A GRAVEL ROAD
 AA7806'ON THE RIGHT AT THE END OF PAVEMENT, TURN RIGHT ON A COUNTY GRAVEL
 AA7806'ROAD AND DRIVE SOUTH-SOUTHWEST FOR 3.45 MI (5.55 KM) TO A HIGH VOLTAGE
 AA7806'POWER LINE CROSSING, CONTINUE SOUTH-SOUTHWEST FOR 0.30 MI (0.48 KM) TO
 AA7806'A GRAVEL DRIVEWAY ON THE RIGHT IN AN OPEN FIELD, TURN SHARP RIGHT ON
 AA7806'THE GRAVEL DRIVEWAY AND DRIVE NORTHWEST FOR 0.35 MI (0.56 KM) TO A
 AA7806'Y-INTERSECTION, BEAR RIGHT AND DRIVE NORTHWEST FOR 0.10 MI (0.16 KM)
 AA7806'TO THE STATION ON THE LEFT.
 AA7806' 
 AA7806'THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A FENCE CORNER, 25.5
 AA7806'FT (7.8 M) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 31.0 FT
 AA7806'(9.4 M) NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 36.8 FT (11.2 M)
 AA7806'EAST OF THE NORTH POST OF A METAL GATE, 42.0 FT (12.8 M)
 AA7806'EAST-NORTHEAST OF THE SOUTH POST OF A METAL GATE, 3.0 FT (0.9 M) EAST
 AA7806'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7806' 
 AA7806'STATION 40-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7806' 
 AA7806'NOTE - BLOW HORN AND ADVISE MS J. A. CARTER WHAT YOU ARE DOING AT HER
 AA7806'GATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7807 ***********************************************************************
 AA7807  DESIGNATION -  40 22
 AA7807  PID         -  AA7807
 AA7807  STATE/COUNTY-  AL/LAWRENCE
 AA7807  USGS QUAD   -  OAKVILLE (1988)
 AA7807
 AA7807                         *CURRENT SURVEY CONTROL
 AA7807  ___________________________________________________________________
 AA7807* NAD 83(1992)-  34 25 37.28072(N)    087 09 45.12832(W)     ADJUSTED  
 AA7807* NAVD 88     -       195.0    (meters)     640.     (feet)  VERTCON   
 AA7807  ___________________________________________________________________
 AA7807  X           -     260,719.812 (meters)                     COMP
 AA7807  Y           -  -5,260,305.996 (meters)                     COMP
 AA7807  Z           -   3,585,712.440 (meters)                     COMP
 AA7807  LAPLACE CORR-          -4.85  (seconds)                    DEFLEC99
 AA7807  ELLIP HEIGHT-         168.21  (meters)          (07/29/02) GPS OBS
 AA7807  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 AA7807
 AA7807  HORZ ORDER  -  FIRST
 AA7807  ELLP ORDER  -  FOURTH    CLASS I
 AA7807
 AA7807.The horizontal coordinates were established by GPS observations
 AA7807.and adjusted by the National Geodetic Survey in August 1995..
 AA7807
 AA7807.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7807.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7807
 AA7807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7807
 AA7807.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7807
 AA7807.The ellipsoidal height was determined by GPS observations
 AA7807.and is referenced to NAD 83.
 AA7807
 AA7807.The geoid height was determined by GEOID03.
 AA7807
 AA7807;                    North         East     Units Scale Factor Converg.
 AA7807;SPC AL W     -   490,934.955   631,017.699   MT  0.99994519   +0 11 26.8
 AA7807;UTM  16      - 3,809,517.002   485,065.703   MT  0.99960275   -0 05 30.8
 AA7807
 AA7807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7807!SPC AL W     -   0.99997360  x   0.99994519  =   0.99991879
 AA7807!UTM  16      -   0.99997360  x   0.99960275  =   0.99957636
 AA7807
 AA7807:                Primary Azimuth Mark                     Grid Az
 AA7807:SPC AL W     -  40 23                                    087 06 54.3
 AA7807:UTM  16      -  40 23                                    087 23 51.9
 AA7807
 AA7807|---------------------------------------------------------------------|
 AA7807| PID    Reference Object                     Distance      Geod. Az  |
 AA7807|                                                           dddmmss.s |
 AA7807| AA7808 40 23                               421.215 METERS 0871821.1 |
 AA7807|---------------------------------------------------------------------|
 AA7807
 AA7807                          SUPERSEDED SURVEY CONTROL
 AA7807
 AA7807  ELLIP H (10/10/95)  168.25   (m)                       GP(       ) 4 2
 AA7807  NGVD 29 (08/31/95)  195.0    (m)          640.     (f) GPS OBS        
 AA7807
 AA7807.Superseded values are not recommended for survey control.
 AA7807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7807.See file dsdata.txt to determine how the superseded data were derived.
 AA7807
 AA7807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8506609517(NAD 83)
 AA7807_MARKER: DD = SURVEY DISK
 AA7807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7807_STAMPING: 40-22 1994
 AA7807_MARK LOGO: ALHD  
 AA7807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7807+STABILITY: SURFACE MOTION
 AA7807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7807+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 AA7807
 AA7807  HISTORY     - Date     Condition        Report By
 AA7807  HISTORY     - 1994     MONUMENTED       ALHD
 AA7807  HISTORY     - 20040622 GOOD             INDIV
 AA7807
 AA7807                          STATION DESCRIPTION
 AA7807
 AA7807'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7807'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7807'LAWRENCE COUNTY ROAD NO. 203, ABOUT 0.70 MI (1.13 KM) NORTH OF SPEAKE
 AA7807'AND ABOUT 8.25 MI (13.28 KM) SOUTHEAST OF MOULTON.
 AA7807' 
 AA7807'TO REACH THE STATION FROM THE JUNCTION OF ALA 36 AND ALA 157 (MILE
 AA7807'POST 24.05 ON ALA 157 AND MILE POST 7.95 ON ALA 33) AT SPEAKE, DRIVE
 AA7807'NORTHWEST ON ALA 157 FOR 0.55 MI (0.89 KM) TO MILE POST 24.60 AND
 AA7807'LAWRENCE COUNTY ROAD NO. 81 LEFT AND RIGHT, TURN RIGHT ON LAWRENCE
 AA7807'COUNTY ROAD NO. 81 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO A
 AA7807'T-INTERSECTION WITH LAWRENCE COUNTY ROAD NO. 203 LEFT AND RIGHT, TURN
 AA7807'RIGHT ON LAWRENCE COUNTY ROAD NO. 203 AND DRIVE EAST FOR 0.30 MI (0.48
 AA7807'KM) TO THE STATION ON THE RIGHT.
 AA7807' 
 AA7807'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FIVE STRAND BARBED WIRE FENCE
 AA7807'ON WHITE TOP, GREEN STEEL POSTS, 29.0 FT (8.8 M) SOUTH OF THE CENTER
 AA7807'OF LAWRENCE COUNTY ROAD NO. 203, 32.1 FT (9.8 M) EAST OF THE EAST ONE
 AA7807'OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 73.3 FT (22.3 M) EAST
 AA7807'OF A POWER POLE, 207.4 FT (63.2 M) WEST OF THE NORTHWEST CORNER OF THE
 AA7807'FENCE, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7807'WITH THE GROUND.
 AA7807' 
 AA7807'STATION 40-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7807
 AA7807                          STATION RECOVERY (2004)
 AA7807
 AA7807'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (RSE)
 AA7807'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7808 ***********************************************************************
 AA7808  DESIGNATION -  40 23
 AA7808  PID         -  AA7808
 AA7808  STATE/COUNTY-  AL/LAWRENCE
 AA7808  USGS QUAD   -  OAKVILLE (1988)
 AA7808
 AA7808                         *CURRENT SURVEY CONTROL
 AA7808  ___________________________________________________________________
 AA7808* NAD 83(1992)-  34 25 37.92294(N)    087 09 28.64982(W)     ADJUSTED  
 AA7808* NAVD 88     -       195.5    (meters)     641.     (feet)  VERTCON   
 AA7808  ___________________________________________________________________
 AA7808  X           -     261,139.522 (meters)                     COMP
 AA7808  Y           -  -5,260,274.371 (meters)                     COMP
 AA7808  Z           -   3,585,729.035 (meters)                     COMP
 AA7808  LAPLACE CORR-          -4.90  (seconds)                    DEFLEC99
 AA7808  ELLIP HEIGHT-         168.69  (meters)          (07/29/02) GPS OBS
 AA7808  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AA7808
 AA7808  HORZ ORDER  -  FIRST
 AA7808  ELLP ORDER  -  FOURTH    CLASS I
 AA7808
 AA7808.The horizontal coordinates were established by GPS observations
 AA7808.and adjusted by the National Geodetic Survey in August 1995..
 AA7808
 AA7808.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7808.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7808
 AA7808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7808
 AA7808.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7808
 AA7808.The ellipsoidal height was determined by GPS observations
 AA7808.and is referenced to NAD 83.
 AA7808
 AA7808.The geoid height was determined by GEOID03.
 AA7808
 AA7808;                    North         East     Units Scale Factor Converg.
 AA7808;SPC AL W     -   490,956.154   631,438.358   MT  0.99994551   +0 11 36.2
 AA7808;UTM  16      - 3,809,536.119   485,486.317   MT  0.99960260   -0 05 21.5
 AA7808
 AA7808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7808!SPC AL W     -   0.99997352  x   0.99994551  =   0.99991903
 AA7808!UTM  16      -   0.99997352  x   0.99960260  =   0.99957613
 AA7808
 AA7808:                Primary Azimuth Mark                     Grid Az
 AA7808:SPC AL W     -  40 22                                    267 06 54.3
 AA7808:UTM  16      -  40 22                                    267 23 52.0
 AA7808
 AA7808|---------------------------------------------------------------------|
 AA7808| PID    Reference Object                     Distance      Geod. Az  |
 AA7808|                                                           dddmmss.s |
 AA7808| AA7807 40 22                               421.215 METERS 2671830.5 |
 AA7808|---------------------------------------------------------------------|
 AA7808
 AA7808                          SUPERSEDED SURVEY CONTROL
 AA7808
 AA7808  ELLIP H (10/10/95)  168.73   (m)                       GP(       ) 4 2
 AA7808  NGVD 29 (08/31/95)  195.5    (m)          641.     (f) GPS OBS        
 AA7808
 AA7808.Superseded values are not recommended for survey control.
 AA7808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7808.See file dsdata.txt to determine how the superseded data were derived.
 AA7808
 AA7808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8548609536(NAD 83)
 AA7808_MARKER: DD = SURVEY DISK
 AA7808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7808_STAMPING: 40-23 1994
 AA7808_MARK LOGO: ALHD  
 AA7808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7808+STABILITY: SURFACE MOTION
 AA7808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7808+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7808
 AA7808  HISTORY     - Date     Condition        Report By
 AA7808  HISTORY     - 1994     MONUMENTED       ALHD
 AA7808
 AA7808                          STATION DESCRIPTION
 AA7808
 AA7808'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7808'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7808'LAWRENCE COUNTY ROAD NO. 203, ABOUT 0.80 MI (1.29 KM) NORTH OF SPEAKE
 AA7808'AND ABOUT 8.50 MI (13.68 KM) SOUTHEAST OF MOULTON.
 AA7808' 
 AA7808'TO REACH THE STATION FROM THE JUNCTION OF ALA 36 AND ALA 157 (MILE
 AA7808'POST 24.05 ON ALA 157 AND MILE POST 7.95 ON ALA 33) AT SPEAKE, DRIVE
 AA7808'NORTHWEST ON ALA 157 FOR 0.55 MI (0.89 KM) TO MILE POST 24.60 AND
 AA7808'LAWRENCE COUNTY ROAD NO. 81 LEFT AND RIGHT, TURN RIGHT ON LAWRENCE
 AA7808'COUNTY ROAD NO. 81 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO A
 AA7808'T-INTERSECTION WITH LAWRENCE COUNTY ROAD NO. 203 LEFT AND RIGHT, TURN
 AA7808'RIGHT ON LAWRENCE COUNTY ROAD NO. 203 AND DRIVE EAST FOR 0.55 MI (0.89
 AA7808'KM) TO THE STATION ON THE LEFT.
 AA7808' 
 AA7808'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH THREE
 AA7808'STRANDS OF BARBED WIRE ON STEEL AND WOOD POSTS, 25.0 FT (7.6 M) NORTH
 AA7808'OF THE CENTER OF LAWRENCE COUNTY ROAD NO. 203, 229.8 FT (70.0 M) EAST
 AA7808'OF THE EAST END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A FIELD ROAD,
 AA7808'231.0 FT (70.4 M) EAST OF THE EAST POST OF A DOUBLE PIPE GATE, 240.0
 AA7808'FT (73.2 M) EAST OF THE CENTER OF A GRAVEL FIELD ROAD, 3.1 FT (0.9 M)
 AA7808'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7808' 
 AA7808'STATION 40-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7809 ***********************************************************************
 AA7809  DESIGNATION -  40 24
 AA7809  PID         -  AA7809
 AA7809  STATE/COUNTY-  AL/LAWRENCE
 AA7809  USGS QUAD   -  CADDO (1972)
 AA7809
 AA7809                         *CURRENT SURVEY CONTROL
 AA7809  ___________________________________________________________________
 AA7809* NAD 83(1992)-  34 30 49.00864(N)    087 09 33.45527(W)     ADJUSTED  
 AA7809* NAVD 88     -       207.8    (meters)     682.     (feet)  VERTCON   
 AA7809  ___________________________________________________________________
 AA7809  X           -     260,748.584 (meters)                     COMP
 AA7809  Y           -  -5,254,871.644 (meters)                     COMP
 AA7809  Z           -   3,593,638.918 (meters)                     COMP
 AA7809  LAPLACE CORR-          -4.81  (seconds)                    DEFLEC99
 AA7809  ELLIP HEIGHT-         180.92  (meters)          (07/29/02) GPS OBS
 AA7809  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AA7809
 AA7809  HORZ ORDER  -  FIRST
 AA7809  ELLP ORDER  -  FOURTH    CLASS I
 AA7809
 AA7809.The horizontal coordinates were established by GPS observations
 AA7809.and adjusted by the National Geodetic Survey in August 1995..
 AA7809
 AA7809.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7809
 AA7809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7809
 AA7809.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7809
 AA7809.The ellipsoidal height was determined by GPS observations
 AA7809.and is referenced to NAD 83.
 AA7809
 AA7809.The geoid height was determined by GEOID03.
 AA7809
 AA7809;                    North         East     Units Scale Factor Converg.
 AA7809;SPC AL W     -   500,541.002   631,283.406   MT  0.99994539   +0 11 35.0
 AA7809;UTM  16      - 3,819,118.329   485,378.744   MT  0.99960263   -0 05 24.9
 AA7809
 AA7809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7809!SPC AL W     -   0.99997160  x   0.99994539  =   0.99991699
 AA7809!UTM  16      -   0.99997160  x   0.99960263  =   0.99957424
 AA7809
 AA7809                          SUPERSEDED SURVEY CONTROL
 AA7809
 AA7809  ELLIP H (10/10/95)  180.97   (m)                       GP(       ) 4 2
 AA7809  NGVD 29 (08/31/95)  207.8    (m)          682.     (f) GPS OBS        
 AA7809
 AA7809.Superseded values are not recommended for survey control.
 AA7809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7809.See file dsdata.txt to determine how the superseded data were derived.
 AA7809
 AA7809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8537919118(NAD 83)
 AA7809_MARKER: DD = SURVEY DISK
 AA7809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7809_STAMPING: 40-24 1994
 AA7809_MARK LOGO: ALHD  
 AA7809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7809+STABILITY: SURFACE MOTION
 AA7809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7809+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7809
 AA7809  HISTORY     - Date     Condition        Report By
 AA7809  HISTORY     - 1994     MONUMENTED       ALHD
 AA7809  HISTORY     - 20050106 GOOD             ALHD
 AA7809
 AA7809                          STATION DESCRIPTION
 AA7809
 AA7809'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7809'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7809'LAWRENCE COUNTY ROAD NO. 434, ABOUT 6.70 MI (10.78 KM) NORTH OF SPEAKE
 AA7809'AND ABOUT 7.90 MI (12.71 KM) EAST-NORTHEAST OF MOULTON.
 AA7809' 
 AA7809'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 157 (MILE
 AA7809'POST 56.40 ON ALA 24 AND 32.90 ON ALA 157) AT A TRAFFIC LIGHT IN
 AA7809'MOULTON, DRIVE EAST AND NORTHEAST ON ALA 24 FOR 7.65 MI (12.31 KM) TO
 AA7809'MILE POST 64.05 AND LAWRENCE COUNTY ROAD NO. 434 LEFT AND RIGHT, TURN
 AA7809'RIGHT ON LAWRENCE COUNTY ROAD NO. 434 AND DRIVE SOUTH FOR 1.65 MI
 AA7809'(2.66 KM) TO THE STATION ON THE LEFT.
 AA7809' 
 AA7809'THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 AA7809'ON RUSTY STEEL POSTS, 39.0 FT (11.9 M) EAST OF THE CENTER OF LAWRENCE
 AA7809'COUNTY ROAD NO. 434, 104.2 FT (31.8 M) SOUTH OF A WOOD POST IN THE
 AA7809'FENCE LINE, 113.0 FT (34.4 M) NORTH OF THE NORTH ONE OF TWO WOOD POSTS
 AA7809'IN THE FENCE LINE, 141.5 FT (43.1 M) SOUTH OF A JUNCTION POWER POLE
 AA7809'WITH ONE GUY WIRE, 157.8 FT (48.1 M) NORTH OF A POWER POLE, 2.9 FT
 AA7809'(0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7809'GROUND.
 AA7809' 
 AA7809'STATION 40-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7809
 AA7809                          STATION RECOVERY (2005)
 AA7809
 AA7809'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7810 ***********************************************************************
 AA7810  DESIGNATION -  40 25
 AA7810  PID         -  AA7810
 AA7810  STATE/COUNTY-  AL/LAWRENCE
 AA7810  USGS QUAD   -  CADDO (1972)
 AA7810
 AA7810                         *CURRENT SURVEY CONTROL
 AA7810  ___________________________________________________________________
 AA7810* NAD 83(1992)-  34 31 11.11595(N)    087 09 33.99878(W)     ADJUSTED  
 AA7810* NAVD 88     -       212.2    (meters)     696.     (feet)  VERTCON   
 AA7810  ___________________________________________________________________
 AA7810  X           -     260,715.787 (meters)                     COMP
 AA7810  Y           -  -5,254,490.403 (meters)                     COMP
 AA7810  Z           -   3,594,202.729 (meters)                     COMP
 AA7810  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 AA7810  ELLIP HEIGHT-         185.32  (meters)          (07/29/02) GPS OBS
 AA7810  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 AA7810
 AA7810  HORZ ORDER  -  FIRST
 AA7810  ELLP ORDER  -  FOURTH    CLASS I
 AA7810
 AA7810.The horizontal coordinates were established by GPS observations
 AA7810.and adjusted by the National Geodetic Survey in August 1995..
 AA7810
 AA7810.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7810.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7810
 AA7810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7810
 AA7810.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7810
 AA7810.The ellipsoidal height was determined by GPS observations
 AA7810.and is referenced to NAD 83.
 AA7810
 AA7810.The geoid height was determined by GEOID03.
 AA7810
 AA7810;                    North         East     Units Scale Factor Converg.
 AA7810;SPC AL W     -   501,222.137   631,267.249   MT  0.99994538   +0 11 34.8
 AA7810;UTM  16      - 3,819,799.302   485,365.960   MT  0.99960264   -0 05 25.3
 AA7810
 AA7810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7810!SPC AL W     -   0.99997091  x   0.99994538  =   0.99991629
 AA7810!UTM  16      -   0.99997091  x   0.99960264  =   0.99957356
 AA7810
 AA7810                          SUPERSEDED SURVEY CONTROL
 AA7810
 AA7810  ELLIP H (10/10/95)  185.37   (m)                       GP(       ) 4 2
 AA7810  NGVD 29 (08/31/95)  212.2    (m)          696.     (f) GPS OBS        
 AA7810
 AA7810.Superseded values are not recommended for survey control.
 AA7810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7810.See file dsdata.txt to determine how the superseded data were derived.
 AA7810
 AA7810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8536619799(NAD 83)
 AA7810_MARKER: DD = SURVEY DISK
 AA7810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7810_STAMPING: 40-25 1994
 AA7810_MARK LOGO: ALHD  
 AA7810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7810+STABILITY: SURFACE MOTION
 AA7810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7810+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7810
 AA7810  HISTORY     - Date     Condition        Report By
 AA7810  HISTORY     - 1994     MONUMENTED       ALHD
 AA7810  HISTORY     - 20050106 GOOD             ALHD
 AA7810
 AA7810                          STATION DESCRIPTION
 AA7810
 AA7810'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7810'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7810'LAWRENCE COUNTY ROAD NO. 434, ABOUT 7.10 MI (11.43 KM) NORTH OF SPEAKE
 AA7810'AND ABOUT 8.00 MI (12.87 KM) EAST-NORTHEAST OF MOULTON.
 AA7810' 
 AA7810'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 157 (MILE
 AA7810'POST 56.40 ON ALA 24 AND 32.90 ON ALA 157) AT A TRAFFIC LIGHT IN
 AA7810'MOULTON, DRIVE EAST AND NORTHEAST ON ALA 24 FOR 7.65 MI (12.31 KM) TO
 AA7810'MILE POST 64.05 AND LAWRENCE COUNTY ROAD NO. 434 LEFT AND RIGHT, TURN
 AA7810'RIGHT ON LAWRENCE COUNTY ROAD NO. 434 AND DRIVE SOUTH FOR 1.25 MI
 AA7810'(2.01 KM) TO THE STATION ON THE RIGHT.
 AA7810' 
 AA7810'THE STATION IS 3.0 FT (0.9 M) EAST OF A NINE STRAND BARBED WIRE FENCE
 AA7810'ON OLD WOOD POSTS, 38.0 FT (11.6 M) WEST OF THE CENTER OF LAWRENCE
 AA7810'COUNTY ROAD NO. 434, 109.5 FT (33.4 M) NORTHWEST OF A POWER POLE
 AA7810'ACROSS THE ROAD, 199.0 FT (60.7 M) NORTH-NORTHWEST OF A FENCE JUNCTION
 AA7810'ACROSS THE ROAD, 291.6 FT (88.9 M) NORTH OF THE SOUTHEAST CORNER OF
 AA7810'THE FENCE NORTH OF A PAVED DRIVEWAY, 311.0 FT (94.8 M) NORTH OF THE
 AA7810'CENTER OF A PAVED DRIVEWAY. 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS
 AA7810'POST, AND SET FLUSH WITH THE GROUND.
 AA7810' 
 AA7810'STATION 40-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7810
 AA7810                          STATION RECOVERY (2005)
 AA7810
 AA7810'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7810'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7811 ***********************************************************************
 AA7811  DESIGNATION -  40 26
 AA7811  PID         -  AA7811
 AA7811  STATE/COUNTY-  AL/LAWRENCE
 AA7811  USGS QUAD   -  MOULTON (1988)
 AA7811
 AA7811                         *CURRENT SURVEY CONTROL
 AA7811  ___________________________________________________________________
 AA7811* NAD 83(1992)-  34 29 45.35412(N)    087 22 19.32003(W)     ADJUSTED  
 AA7811* NAVD 88     -       193.4    (meters)     635.     (feet)  VERTCON   
 AA7811  ___________________________________________________________________
 AA7811  X           -     241,285.823 (meters)                     COMP
 AA7811  Y           -  -5,256,902.084 (meters)                     COMP
 AA7811  Z           -   3,592,014.565 (meters)                     COMP
 AA7811  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AA7811  ELLIP HEIGHT-         166.97  (meters)          (07/29/02) GPS OBS
 AA7811  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AA7811
 AA7811  HORZ ORDER  -  FIRST
 AA7811  ELLP ORDER  -  FOURTH    CLASS I
 AA7811
 AA7811.The horizontal coordinates were established by GPS observations
 AA7811.and adjusted by the National Geodetic Survey in August 1995..
 AA7811
 AA7811.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7811
 AA7811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7811
 AA7811.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7811
 AA7811.The ellipsoidal height was determined by GPS observations
 AA7811.and is referenced to NAD 83.
 AA7811
 AA7811.The geoid height was determined by GEOID03.
 AA7811
 AA7811;                    North         East     Units Scale Factor Converg.
 AA7811;SPC AL W     -   498,534.393   611,752.246   MT  0.99993504   +0 04 20.9
 AA7811;UTM  16      - 3,817,208.929   465,844.386   MT  0.99961438   -0 12 38.5
 AA7811
 AA7811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7811!SPC AL W     -   0.99997379  x   0.99993504  =   0.99990883
 AA7811!UTM  16      -   0.99997379  x   0.99961438  =   0.99958818
 AA7811
 AA7811:                Primary Azimuth Mark                     Grid Az
 AA7811:SPC AL W     -  40 27                                    002 56 04.4
 AA7811:UTM  16      -  40 27                                    003 13 03.8
 AA7811
 AA7811|---------------------------------------------------------------------|
 AA7811| PID    Reference Object                     Distance      Geod. Az  |
 AA7811|                                                           dddmmss.s |
 AA7811| AA7812 40 27                               422.062 METERS 0030025.3 |
 AA7811|---------------------------------------------------------------------|
 AA7811
 AA7811                          SUPERSEDED SURVEY CONTROL
 AA7811
 AA7811  ELLIP H (10/10/95)  167.01   (m)                       GP(       ) 4 2
 AA7811  NGVD 29 (08/31/95)  193.3    (m)          634.     (f) GPS OBS        
 AA7811
 AA7811.Superseded values are not recommended for survey control.
 AA7811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7811.See file dsdata.txt to determine how the superseded data were derived.
 AA7811
 AA7811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6584417209(NAD 83)
 AA7811_MARKER: DD = SURVEY DISK
 AA7811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7811_STAMPING: 40-26 1994
 AA7811_MARK LOGO: ALHD  
 AA7811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7811+STABILITY: SURFACE MOTION
 AA7811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7811+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7811
 AA7811  HISTORY     - Date     Condition        Report By
 AA7811  HISTORY     - 1994     MONUMENTED       ALHD
 AA7811
 AA7811                          STATION DESCRIPTION
 AA7811
 AA7811'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7811'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7811'LAWRENCE COUNTY ROAD NO. 121, ABOUT 4.65 MI (7.48 KM) WEST-NORTHWEST
 AA7811'OF MOULTON AND ABOUT 6.70 EAST-NORTHEAST OF MOUNT HOPE.
 AA7811' 
 AA7811'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 33 (MILE POST
 AA7811'55.60 ON ALA 24 AND MILE POST 26.65 ON ALA 33) AT A TRAFFIC LIGHT IN
 AA7811'MOULTON, DRIVE WEST AND SOUTHWEST ON ALA 24 FOR 4.45 MI (7.16 KM) TO
 AA7811'MILE POST 51.35 AND THE END OF FOUR LANE, CONTINUE SOUTHWEST FOR 0.45
 AA7811'MI (0.72 KM) TO MILE POST 50.90 AND A PAVED COUNTY ROAD LEFT AND
 AA7811'RIGHT, TURN RIGHT ON LAWRENCE COUNTY ROAD NO. 121 AND DRIVE NORTH FOR
 AA7811'0.90 MI (1.45 KM) TO THE STATION ON THE LEFT.
 AA7811' 
 AA7811'THE STATION IS 3.0 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE
 AA7811'ON OLD WOOD POSTS, 23.5 FT (7.2 M) WEST OF THE CENTER OF LAWRENCE
 AA7811'COUNTY ROAD NO. 121, 98.0 FT (29.9 M) SOUTH OF A POWER POLE, 107.8 FT
 AA7811'(32.9 M) NORTH OF A POWER POLE, 2.8 FT (0.9 M) EAST OF A CARSONITE
 AA7811'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7811' 
 AA7811'STATION 40-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7812 ***********************************************************************
 AA7812  DESIGNATION -  40 27
 AA7812  PID         -  AA7812
 AA7812  STATE/COUNTY-  AL/LAWRENCE
 AA7812  USGS QUAD   -  MOULTON (1988)
 AA7812
 AA7812                         *CURRENT SURVEY CONTROL
 AA7812  ___________________________________________________________________
 AA7812* NAD 83(1992)-  34 29 59.03223(N)    087 22 18.45215(W)     ADJUSTED  
 AA7812* NAVD 88     -       191.0    (meters)     627.     (feet)  VERTCON   
 AA7812  ___________________________________________________________________
 AA7812  X           -     241,296.906 (meters)                     COMP
 AA7812  Y           -  -5,256,660.646 (meters)                     COMP
 AA7812  Z           -   3,592,360.594 (meters)                     COMP
 AA7812  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AA7812  ELLIP HEIGHT-         164.60  (meters)          (07/29/02) GPS OBS
 AA7812  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AA7812
 AA7812  HORZ ORDER  -  FIRST
 AA7812  ELLP ORDER  -  FOURTH    CLASS I
 AA7812
 AA7812.The horizontal coordinates were established by GPS observations
 AA7812.and adjusted by the National Geodetic Survey in August 1995..
 AA7812
 AA7812.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7812
 AA7812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7812
 AA7812.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7812
 AA7812.The ellipsoidal height was determined by GPS observations
 AA7812.and is referenced to NAD 83.
 AA7812
 AA7812.The geoid height was determined by GEOID03.
 AA7812
 AA7812;                    North         East     Units Scale Factor Converg.
 AA7812;SPC AL W     -   498,955.875   611,773.852   MT  0.99993504   +0 04 21.4
 AA7812;UTM  16      - 3,817,630.164   465,868.067   MT  0.99961436   -0 12 38.1
 AA7812
 AA7812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7812!SPC AL W     -   0.99997416  x   0.99993504  =   0.99990920
 AA7812!UTM  16      -   0.99997416  x   0.99961436  =   0.99958853
 AA7812
 AA7812:                Primary Azimuth Mark                     Grid Az
 AA7812:SPC AL W     -  40 26                                    182 56 04.4
 AA7812:UTM  16      -  40 26                                    183 13 03.9
 AA7812
 AA7812|---------------------------------------------------------------------|
 AA7812| PID    Reference Object                     Distance      Geod. Az  |
 AA7812|                                                           dddmmss.s |
 AA7812| AA7811 40 26                               422.062 METERS 1830025.8 |
 AA7812|---------------------------------------------------------------------|
 AA7812
 AA7812                          SUPERSEDED SURVEY CONTROL
 AA7812
 AA7812  ELLIP H (10/10/95)  164.65   (m)                       GP(       ) 4 2
 AA7812  NGVD 29 (08/31/95)  191.0    (m)          627.     (f) GPS OBS        
 AA7812
 AA7812.Superseded values are not recommended for survey control.
 AA7812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7812.See file dsdata.txt to determine how the superseded data were derived.
 AA7812
 AA7812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6586817630(NAD 83)
 AA7812_MARKER: DD = SURVEY DISK
 AA7812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7812_STAMPING: 40-27 1994
 AA7812_MARK LOGO: ALHD  
 AA7812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7812+STABILITY: SURFACE MOTION
 AA7812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7812+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7812
 AA7812  HISTORY     - Date     Condition        Report By
 AA7812  HISTORY     - 1994     MONUMENTED       ALHD
 AA7812
 AA7812                          STATION DESCRIPTION
 AA7812
 AA7812'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7812'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7812'LAWRENCE COUNTY ROAD NO. 121, ABOUT 4.65 MI (7.48 KM) WEST-NORTHWEST
 AA7812'OF MOULTON AND ABOUT 6.90 EAST-NORTHEAST OF MOUNT HOPE.
 AA7812' 
 AA7812'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 33 (MILE POST
 AA7812'55.60 ON ALA 24 AND MILE POST 26.65 ON ALA 33) AT A TRAFFIC LIGHT IN
 AA7812'MOULTON, DRIVE WEST AND SOUTHWEST ON ALA 24 FOR 4.45 MI (7.16 KM) TO
 AA7812'MILE POST 51.35 AND THE END OF FOUR LANE, CONTINUE SOUTHWEST FOR 0.45
 AA7812'MI (0.72 KM) TO MILE POST 50.90 AND A PAVED COUNTY ROAD LEFT AND
 AA7812'RIGHT, TURN RIGHT ON LAWRENCE COUNTY ROAD NO. 121 AND DRIVE NORTH FOR
 AA7812'1.20 MI (1.93 KM) TO THE STATION ON THE RIGHT.
 AA7812' 
 AA7812'THE STATION IS 2.5 FT (0.8 M) WEST OF A TWO STRAND BARBED WIRE FENCE
 AA7812'(PARTLY DOWN) ON OLD WOOD POSTS, 30.5 FT (9.3 M) EAST OF THE CENTER OF
 AA7812'LAWRENCE COUNTY ROAD NO. 121, 81.5 FT (24.8 M) SOUTH OF JUNCTION POWER
 AA7812'POLE NO. K 5 MT 34, 127.5 FT (38.9 M) NORTH OF THE NORTH POST OF A GAP
 AA7812'IN THE FENCE LINE NORTH OF A GRAVEL FIELD ROAD, 137.0 FT (41.8 M)
 AA7812'NORTH OF THE CENTER OF A GRAVEL FIELD ROAD, 2.5 FT (0.8 M) WEST OF A
 AA7812'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7812' 
 AA7812'STATION 40-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7813 ***********************************************************************
 AA7813  DESIGNATION -  40 28
 AA7813  PID         -  AA7813
 AA7813  STATE/COUNTY-  AL/LAWRENCE
 AA7813  USGS QUAD   -  HATTON (1988)
 AA7813
 AA7813                         *CURRENT SURVEY CONTROL
 AA7813  ___________________________________________________________________
 AA7813* NAD 83(1992)-  34 30 28.75198(N)    087 28 56.95330(W)     ADJUSTED  
 AA7813* NAVD 88     -       184.1    (meters)     604.     (feet)  VERTCON   
 AA7813  ___________________________________________________________________
 AA7813  X           -     231,117.620 (meters)                     COMP
 AA7813  Y           -  -5,256,593.088 (meters)                     COMP
 AA7813  Z           -   3,593,111.416 (meters)                     COMP
 AA7813  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA7813  ELLIP HEIGHT-         157.73  (meters)          (07/29/02) GPS OBS
 AA7813  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AA7813
 AA7813  HORZ ORDER  -  FIRST
 AA7813  ELLP ORDER  -  FOURTH    CLASS I
 AA7813
 AA7813.The horizontal coordinates were established by GPS observations
 AA7813.and adjusted by the National Geodetic Survey in August 1995..
 AA7813
 AA7813.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7813.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7813
 AA7813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7813
 AA7813.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7813
 AA7813.The ellipsoidal height was determined by GPS observations
 AA7813.and is referenced to NAD 83.
 AA7813
 AA7813.The geoid height was determined by GEOID03.
 AA7813
 AA7813;                    North         East     Units Scale Factor Converg.
 AA7813;SPC AL W     -   499,864.286   601,608.130   MT  0.99993337   +0 00 35.7
 AA7813;UTM  16      - 3,818,588.514   455,710.160   MT  0.99962418   -0 16 24.0
 AA7813
 AA7813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7813!SPC AL W     -   0.99997524  x   0.99993337  =   0.99990861
 AA7813!UTM  16      -   0.99997524  x   0.99962418  =   0.99959943
 AA7813
 AA7813:                Primary Azimuth Mark                     Grid Az
 AA7813:SPC AL W     -  40 29                                    348 21 15.6
 AA7813:UTM  16      -  40 29                                    348 38 15.3
 AA7813
 AA7813|---------------------------------------------------------------------|
 AA7813| PID    Reference Object                     Distance      Geod. Az  |
 AA7813|                                                           dddmmss.s |
 AA7813| AA7814 40 29                               APPROX. 0.5 KM 3482151.3 |
 AA7813|---------------------------------------------------------------------|
 AA7813
 AA7813                          SUPERSEDED SURVEY CONTROL
 AA7813
 AA7813  ELLIP H (10/10/95)  157.77   (m)                       GP(       ) 4 2
 AA7813  NGVD 29 (08/31/95)  184.1    (m)          604.     (f) GPS OBS        
 AA7813
 AA7813.Superseded values are not recommended for survey control.
 AA7813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7813.See file dsdata.txt to determine how the superseded data were derived.
 AA7813
 AA7813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5571018589(NAD 83)
 AA7813_MARKER: DD = SURVEY DISK
 AA7813_SETTING: 66 = SET IN ROCK OUTCROP
 AA7813_STAMPING: 40-28 1994
 AA7813_MARK LOGO: ALHD  
 AA7813_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA7813_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 AA7813+STABILITY: POSITION/ELEVATION WELL
 AA7813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7813+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7813
 AA7813  HISTORY     - Date     Condition        Report By
 AA7813  HISTORY     - 1994     MONUMENTED       ALHD
 AA7813
 AA7813                          STATION DESCRIPTION
 AA7813
 AA7813'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7813'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7813'A PAVED COUNTY ROAD, ABOUT 3.40 MI (5.47 KM) NORTH OF MOUNT HOPE AND
 AA7813'ABOUT 10.90 MI (17.54 KM) WEST-NORTHWEST OF MOULTON.
 AA7813' 
 AA7813'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 33 (MILE POST
 AA7813'55.60 ON ALA 24 AND MILE POST 26.65 ON ALA 33) AT A TRAFFIC LIGHT IN
 AA7813'MOULTON, DRIVE WEST ON ALA 24 FOR 11.45 MI (18.43 KM) TO MILE POST
 AA7813'44.15 AND LAWRENCE COUNTY ROAD NO. 23 LEFT AND RIGHT, TURN RIGHT ON
 AA7813'LAWRENCE COUNTY ROAD NO. 23 AND DRIVE NORTH FOR 3.00 MI (4.83 KM) TO A
 AA7813'HIGH VOLTAGE POWER LINE CROSSING, CONTINUE NORTH FOR 0.55 MI (0.89 KM)
 AA7813'TO THE STATION ON THE RIGHT.
 AA7813' 
 AA7813'THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND
 AA7813'OF BARBED WIRE ON RUSTY STEEL POSTS, 38.5 FT (11.7 M) EAST OF THE
 AA7813'CENTERLINE OF THE PAVED COUNTY ROAD, 52.3 FT (15.9 M) SOUTH OF THE
 AA7813'SOUTH POST OF A GAP IN THE FENCE LINE, 53.5 FT (16.3 M)
 AA7813'NORTH-NORTHWEST OF A FENCE JUNCTION, 60.0 FT (18.3 M) SOUTH OF THE
 AA7813'CENTER OF A FIELD ROAD, 112.9 FT (34.4 M) NORTHEAST OF POWER POLE NO.
 AA7813'51 ACROSS THE ROAD, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS POST,
 AA7813'AND SET IN A DRILLED HOLE IN BED ROCK NINE INCHES UNDER GROUND.
 AA7813' 
 AA7813'STATION 40 - 29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7813' 
 AA7813'NOTE - PLEASE COVER MARK WITH DIRT AFTER USE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7814 ***********************************************************************
 AA7814  DESIGNATION -  40 29
 AA7814  PID         -  AA7814
 AA7814  STATE/COUNTY-  AL/LAWRENCE
 AA7814  USGS QUAD   -  HATTON (1988)
 AA7814
 AA7814                         *CURRENT SURVEY CONTROL
 AA7814  ___________________________________________________________________
 AA7814* NAD 83(1992)-  34 30 45.30889(N)    087 29 01.07208(W)     ADJUSTED  
 AA7814* NAVD 88     -       180.2    (meters)     591.     (feet)  VERTCON   
 AA7814  ___________________________________________________________________
 AA7814  X           -     230,999.822 (meters)                     COMP
 AA7814  Y           -  -5,256,305.696 (meters)                     COMP
 AA7814  Z           -   3,593,529.615 (meters)                     COMP
 AA7814  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AA7814  ELLIP HEIGHT-         153.81  (meters)          (07/29/02) GPS OBS
 AA7814  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 AA7814
 AA7814  HORZ ORDER  -  FIRST
 AA7814  ELLP ORDER  -  FOURTH    CLASS I
 AA7814
 AA7814.The horizontal coordinates were established by GPS observations
 AA7814.and adjusted by the National Geodetic Survey in August 1995..
 AA7814
 AA7814.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7814
 AA7814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7814
 AA7814.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7814
 AA7814.The ellipsoidal height was determined by GPS observations
 AA7814.and is referenced to NAD 83.
 AA7814
 AA7814.The geoid height was determined by GEOID03.
 AA7814
 AA7814;                    North         East     Units Scale Factor Converg.
 AA7814;SPC AL W     -   500,374.424   601,502.990   MT  0.99993336   +0 00 33.4
 AA7814;UTM  16      - 3,819,099.008   455,607.576   MT  0.99962429   -0 16 26.5
 AA7814
 AA7814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7814!SPC AL W     -   0.99997586  x   0.99993336  =   0.99990922
 AA7814!UTM  16      -   0.99997586  x   0.99962429  =   0.99960016
 AA7814
 AA7814:                Primary Azimuth Mark                     Grid Az
 AA7814:SPC AL W     -  40 28                                    168 21 15.6
 AA7814:UTM  16      -  40 28                                    168 38 15.5
 AA7814
 AA7814|---------------------------------------------------------------------|
 AA7814| PID    Reference Object                     Distance      Geod. Az  |
 AA7814|                                                           dddmmss.s |
 AA7814| AA7813 40 28                               APPROX. 0.5 KM 1682149.0 |
 AA7814|---------------------------------------------------------------------|
 AA7814
 AA7814                          SUPERSEDED SURVEY CONTROL
 AA7814
 AA7814  ELLIP H (10/10/95)  153.85   (m)                       GP(       ) 4 2
 AA7814  NGVD 29 (08/31/95)  180.2    (m)          591.     (f) GPS OBS        
 AA7814
 AA7814.Superseded values are not recommended for survey control.
 AA7814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7814.See file dsdata.txt to determine how the superseded data were derived.
 AA7814
 AA7814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5560819099(NAD 83)
 AA7814_MARKER: DD = SURVEY DISK
 AA7814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7814_STAMPING: 40-29 1994
 AA7814_MARK LOGO: ALHD  
 AA7814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7814+STABILITY: SURFACE MOTION
 AA7814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7814+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7814
 AA7814  HISTORY     - Date     Condition        Report By
 AA7814  HISTORY     - 1994     MONUMENTED       ALHD
 AA7814
 AA7814                          STATION DESCRIPTION
 AA7814
 AA7814'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7814'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7814'A PAVED COUNTY ROAD, ABOUT 3.75 MI (6.03 KM) NORTH OF MOUNT HOPE AND
 AA7814'ABOUT 11.05 MI (17.78 KM) WEST-NORTHWEST OF MOULTON.
 AA7814' 
 AA7814'TO REACH THE STATION FROM THE JUNCTION OF ALA 24 AND ALA 33 (MILE POST
 AA7814'55.60 ON ALA 24 AND MILE POST 26.65 ON ALA 33) AT A TRAFFIC LIGHT IN
 AA7814'MOULTON, DRIVE WEST ON ALA 24 FOR 11.45 MI (18.43 KM) TO MILE POST
 AA7814'44.15 AND LAWRENCE COUNTY ROAD NO. 23 LEFT AND RIGHT, TURN RIGHT ON
 AA7814'LAWRENCE COUNTY ROAD NO. 23 AND DRIVE NORTH FOR 3.00 MI (4.83 KM) TO A
 AA7814'HIGH VOLTAGE POWER LINE CROSSING, CONTINUE NORTH FOR 0.90 MI (1.45 KM)
 AA7814'TO THE STATION ON THE LEFT.
 AA7814' 
 AA7814'THE STATION IS 2.9 FT (0.9 M) EAST OF A FOUR FOOT HOG WIRE FENCE WITH
 AA7814'ONE STRAND OF BARBED WIRE ON WHITE TOP, GREEN STEEL POSTS, 23.0 FT
 AA7814'(7.0 M) SOUTH OF THE WEST END OF AN EIGHTEEN BY THIRTY-INCH CORREGATED
 AA7814'MAETAL PIPE UNDER THE PAVED COUNTY ROAD, 26.6 FT (8.1 M) SOUTH OF THE
 AA7814'SOUTH ONE OF THREE CONNECTED WOOD POSTS IN THE FENCE LINE, 33.0 FT
 AA7814'(10.1 M) WEST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 2.7 FT (0.8
 AA7814'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7814' 
 AA7814'STATION 40-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1695 ***********************************************************************
 EF1695  DESIGNATION -  40 3
 EF1695  PID         -  EF1695
 EF1695  STATE/COUNTY-  AL/LAWRENCE
 EF1695  USGS QUAD   -  HATTON (1988)
 EF1695
 EF1695                         *CURRENT SURVEY CONTROL
 EF1695  ___________________________________________________________________
 EF1695* NAD 83(1992)-  34 35 07.74168(N)    087 25 07.61166(W)     ADJUSTED  
 EF1695* NAVD 88     -       211.9    (meters)     695.     (feet)  VERTCON   
 EF1695  ___________________________________________________________________
 EF1695  X           -     236,743.639 (meters)                     COMP
 EF1695  Y           -  -5,251,485.270 (meters)                     COMP
 EF1695  Z           -   3,600,208.255 (meters)                     COMP
 EF1695  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 EF1695  ELLIP HEIGHT-         185.35  (meters)          (07/29/02) GPS OBS
 EF1695  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EF1695
 EF1695  HORZ ORDER  -  FIRST
 EF1695  ELLP ORDER  -  FOURTH    CLASS I
 EF1695
 EF1695.The horizontal coordinates were established by GPS observations
 EF1695.and adjusted by the National Geodetic Survey in December 1992..
 EF1695
 EF1695.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1695
 EF1695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1695
 EF1695.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1695
 EF1695.The ellipsoidal height was determined by GPS observations
 EF1695.and is referenced to NAD 83.
 EF1695
 EF1695.The geoid height was determined by GEOID03.
 EF1695
 EF1695;                    North         East     Units Scale Factor Converg.
 EF1695;SPC AL W     -   508,463.507   607,451.032   MT  0.99993402   +0 02 46.0
 EF1695;UTM  16      - 3,827,156.036   461,593.706   MT  0.99961818   -0 14 15.8
 EF1695
 EF1695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1695!SPC AL W     -   0.99997091  x   0.99993402  =   0.99990493
 EF1695!UTM  16      -   0.99997091  x   0.99961818  =   0.99958910
 EF1695
 EF1695                          SUPERSEDED SURVEY CONTROL
 EF1695
 EF1695  ELLIP H (12/04/92)  185.40   (m)                       GP(       ) 4 1
 EF1695  NAD 83(1992)-  34 35 07.74894(N)    087 25 07.60883(W) AD(       ) 1
 EF1695  NGVD 29 (12/04/92)  211.8    (m)          695.     (f) GPS OBS        
 EF1695
 EF1695.Superseded values are not recommended for survey control.
 EF1695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1695.See file dsdata.txt to determine how the superseded data were derived.
 EF1695
 EF1695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6159427156(NAD 83)
 EF1695_MARKER: DD = SURVEY DISK
 EF1695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1695_SP_SET: CONCRETE POST
 EF1695_STAMPING: 40 - 3 1989
 EF1695_MARK LOGO: ALHD  
 EF1695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1695+STABILITY: SURFACE MOTION
 EF1695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1695+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 EF1695
 EF1695  HISTORY     - Date     Condition        Report By
 EF1695  HISTORY     - 1989     MONUMENTED       ALHD
 EF1695  HISTORY     - 19900517 GOOD
 EF1695  HISTORY     - 20050106 POOR             ALHD
 EF1695  HISTORY     - 20051112 POOR             GEOCAC
 EF1695
 EF1695                          STATION DESCRIPTION
 EF1695
 EF1695'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1695'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTHWEST RIGHT OF
 EF1695'WAY OF ALA 157, ABOUT 16.25 KM (10.10 MI) NORTHWEST OF MOULTON, AND
 EF1695'ABOUT 10.62 KM (6.60 MI) SOUTH - SOUTHWEST OF TOWN CREEK.
 EF1695'TO REACH THE STATION FROM THE JUNCTION OF ALA 101 AND ALA 157, MILE
 EF1695'POST 44.30 ON ALA 157, DRIVE SOUTHEAST ON ALA 157 0.64 KM (0.40 MI)
 EF1695'TO MILE POST 43.90 AND THE STATION ON THE RIGHT.
 EF1695'THE STATION IS 4.94 M (16.21 FT) NORTHEAST OF A FOUR STRAND BARBED
 EF1695'WIRE FENCE, 17.07 M (56.00 FT) SOUTHWEST OF THE CENTERLINE OF ALA
 EF1695'157, 40.54 M (133.00 FT) SOUTHEAST OF THE EAST END OF A 1.52 M
 EF1695'(4.99 FT) CHAIN LINK FENCE AROUND THE PARKING LOT OF THE KOUNTRY
 EF1695'KLOSET CLOTHING STORE, 4.93 M (16.17 FT) EAST - NORTHEAST OF A
 EF1695'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1695'STATION 40 - 4 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1695
 EF1695                          STATION RECOVERY (1990)
 EF1695
 EF1695'RECOVERED 1990
 EF1695'RECOVERED IN GOOD CONDITION.
 EF1695
 EF1695                          STATION RECOVERY (2005)
 EF1695
 EF1695'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1695'MARK RECOVERED IN POOR CONDITION.
 EF1695
 EF1695                          STATION RECOVERY (2005)
 EF1695
 EF1695'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1695'RECOVERED IN POOR CONDITION. CONCRETE MONUMENT HAS BEEN MOVED PROBABLY
 EF1695'BY GRASS MOWERS
 EF1695'AND WAS FOUND BURIED ON IS SIDE. WITNESS POST HAS BEEN HIT BY A MOWER
 EF1695'AND IS PLACED IN THE
 EF1695'BARBWIRE FENCING. FENCE IN DESCRIPTION HAS BEEN KNOCKED DOWN AND THE
 EF1695'STORE HAS CHANGED
 EF1695'NAMES. MARK IS NO LONGER ACCURATE FOR READING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7815 ***********************************************************************
 AA7815  DESIGNATION -  40 30
 AA7815  PID         -  AA7815
 AA7815  STATE/COUNTY-  AL/LAWRENCE
 AA7815  USGS QUAD   -  CADDO (1972)
 AA7815
 AA7815                         *CURRENT SURVEY CONTROL
 AA7815  ___________________________________________________________________
 AA7815* NAD 83(1992)-  34 36 20.49374(N)    087 09 02.47815(W)     ADJUSTED  
 AA7815* NAVD 88     -       194.4    (meters)     638.     (feet)  VERTCON   
 AA7815  ___________________________________________________________________
 AA7815  X           -     261,249.170 (meters)                     COMP
 AA7815  Y           -  -5,249,033.964 (meters)                     COMP
 AA7815  Z           -   3,602,043.563 (meters)                     COMP
 AA7815  LAPLACE CORR-          -4.64  (seconds)                    DEFLEC99
 AA7815  ELLIP HEIGHT-         167.42  (meters)          (07/29/02) GPS OBS
 AA7815  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AA7815
 AA7815  HORZ ORDER  -  FIRST
 AA7815  ELLP ORDER  -  FOURTH    CLASS I
 AA7815
 AA7815.The horizontal coordinates were established by GPS observations
 AA7815.and adjusted by the National Geodetic Survey in August 1995..
 AA7815
 AA7815.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7815
 AA7815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7815
 AA7815.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7815
 AA7815.The ellipsoidal height was determined by GPS observations
 AA7815.and is referenced to NAD 83.
 AA7815
 AA7815.The geoid height was determined by GEOID03.
 AA7815
 AA7815;                    North         East     Units Scale Factor Converg.
 AA7815;SPC AL W     -   510,757.663   632,038.166   MT  0.99994598   +0 11 54.2
 AA7815;UTM  16      - 3,829,327.623   486,183.795   MT  0.99960235   -0 05 08.1
 AA7815
 AA7815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7815!SPC AL W     -   0.99997372  x   0.99994598  =   0.99991970
 AA7815!UTM  16      -   0.99997372  x   0.99960235  =   0.99957608
 AA7815
 AA7815                          SUPERSEDED SURVEY CONTROL
 AA7815
 AA7815  ELLIP H (10/10/95)  167.47   (m)                       GP(       ) 4 2
 AA7815  NGVD 29 (08/31/95)  194.4    (m)          638.     (f) GPS OBS        
 AA7815
 AA7815.Superseded values are not recommended for survey control.
 AA7815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7815.See file dsdata.txt to determine how the superseded data were derived.
 AA7815
 AA7815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8618429328(NAD 83)
 AA7815_MARKER: DD = SURVEY DISK
 AA7815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7815_STAMPING: 40-30 1994
 AA7815_MARK LOGO: ALHD  
 AA7815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7815+STABILITY: SURFACE MOTION
 AA7815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7815+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7815
 AA7815  HISTORY     - Date     Condition        Report By
 AA7815  HISTORY     - 1994     MONUMENTED       ALHD
 AA7815
 AA7815                          STATION DESCRIPTION
 AA7815
 AA7815'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7815'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7815'LAWRENCE COUNTY ROAD NO. 222, ABOUT 3.15 MI (5.07 KM) SOUTHEAST OF
 AA7815'HILLSBORO AND ABOUT 11.70 MI (18.83 KM) NORTHEAST OF MOULTON.
 AA7815' 
 AA7815'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72, ALA 20,
 AA7815'AND ALA 33 (MILE POST 51.15 ON ALTERNATE U.S. 72 AND ALA 20 AND MILE
 AA7815'POST 39.65 ON ALA 33) AT COURTLAND, DRIVE SOUTHEAST AND EAST ON
 AA7815'ALTERNATE U.S. 72 AND ALA 20 FOR 5.30 MI (8.53 KM) TO MILE POST 56.45
 AA7815'AND LAWRENCE COUNTY ROAD NO. 217 ON THE RIGHT, TURN RIGHT ON LAWRENCE
 AA7815'COUNTY ROAD NO. 217 AND DRIVE SOUTH FOR 3.20 MI (5.15 KM) TO LAWRENCE
 AA7815'COUNTY ROAD NO. 222 ON THE LEFT, TURN LEFT ON LAWRENCE COUNTY ROAD NO.
 AA7815'222 AND DRIVE EAST FOR 2.50 MI (4.02 KM) TO THE STATION ON THE LEFT.
 AA7815' 
 AA7815'THE STATION IS 38.2 FT (11.6 M) NORTH OF THE CENTERLINE OF LAWRENCE
 AA7815'COUNTY ROAD NO. 222, 78.6 FT (24.0 M) NORTHWEST OF THE WEST END OF AN
 AA7815'EIGHTEEN-INCH CORREGATED METAL PIPE UNDER A DRIVEWAY ACROSS THE ROAD,
 AA7815'91.4 FT (27.9 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 41 MHR, 92.0 FT
 AA7815'(28.0 M) WEST OF TRANSFORMER POWER POLE NO. 1 PTL 2, 2.6 FT (0.8 M)
 AA7815'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7815' 
 AA7815'STATION 40-31 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7816 ***********************************************************************
 AA7816  DESIGNATION -  40 31
 AA7816  PID         -  AA7816
 AA7816  STATE/COUNTY-  AL/LAWRENCE
 AA7816  USGS QUAD   -  CADDO (1972)
 AA7816
 AA7816                         *CURRENT SURVEY CONTROL
 AA7816  ___________________________________________________________________
 AA7816* NAD 83(1992)-  34 36 17.29566(N)    087 08 30.01583(W)     ADJUSTED  
 AA7816* NAVD 88     -       189.7    (meters)     622.     (feet)  VERTCON   
 AA7816  ___________________________________________________________________
 AA7816  X           -     262,077.866 (meters)                     COMP
 AA7816  Y           -  -5,249,044.794 (meters)                     COMP
 AA7816  Z           -   3,601,959.761 (meters)                     COMP
 AA7816  LAPLACE CORR-          -4.53  (seconds)                    DEFLEC99
 AA7816  ELLIP HEIGHT-         162.69  (meters)          (07/29/02) GPS OBS
 AA7816  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 AA7816
 AA7816  HORZ ORDER  -  FIRST
 AA7816  ELLP ORDER  -  FOURTH    CLASS I
 AA7816
 AA7816.The horizontal coordinates were established by GPS observations
 AA7816.and adjusted by the National Geodetic Survey in August 1995..
 AA7816
 AA7816.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7816
 AA7816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7816
 AA7816.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7816
 AA7816.The ellipsoidal height was determined by GPS observations
 AA7816.and is referenced to NAD 83.
 AA7816
 AA7816.The geoid height was determined by GEOID03.
 AA7816
 AA7816;                    North         East     Units Scale Factor Converg.
 AA7816;SPC AL W     -   510,662.022   632,865.570   MT  0.99994664   +0 12 12.6
 AA7816;UTM  16      - 3,829,227.916   487,010.430   MT  0.99960208   -0 04 49.6
 AA7816
 AA7816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7816!SPC AL W     -   0.99997446  x   0.99994664  =   0.99992110
 AA7816!UTM  16      -   0.99997446  x   0.99960208  =   0.99957655
 AA7816
 AA7816                          SUPERSEDED SURVEY CONTROL
 AA7816
 AA7816  ELLIP H (10/10/95)  162.75   (m)                       GP(       ) 4 2
 AA7816  NGVD 29 (08/31/95)  189.7    (m)          622.     (f) GPS OBS        
 AA7816
 AA7816.Superseded values are not recommended for survey control.
 AA7816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7816.See file dsdata.txt to determine how the superseded data were derived.
 AA7816
 AA7816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8701029228(NAD 83)
 AA7816_MARKER: DD = SURVEY DISK
 AA7816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7816_STAMPING: 40-31 1994
 AA7816_MARK LOGO: ALHD  
 AA7816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7816+STABILITY: SURFACE MOTION
 AA7816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7816+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7816
 AA7816  HISTORY     - Date     Condition        Report By
 AA7816  HISTORY     - 1994     MONUMENTED       ALHD
 AA7816
 AA7816                          STATION DESCRIPTION
 AA7816
 AA7816'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7816'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7816'LAWRENCE COUNTY ROAD NO. 222, ABOUT 3.65 MI (5.87 KM) SOUTHEAST OF
 AA7816'HILLSBORO AND ABOUT 11.95 MI (19.23 KM) NORTHEAST OF MOULTON.
 AA7816' 
 AA7816'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72, ALA 20,
 AA7816'AND ALA 33 (MILE POST 51.15 ON ALTERNATE U.S. 72 AND ALA 20 AND MILE
 AA7816'POST 39.65 ON ALA 33) AT COURTLAND, DRIVE SOUTHEAST AND EAST ON
 AA7816'ALTERNATE U.S. 72 AND ALA 20 FOR 5.30 MI (8.53 KM) TO MILE POST 56.45
 AA7816'AND LAWRENCE COUNTY ROAD NO. 217 ON THE RIGHT, TURN RIGHT ON LAWRENCE
 AA7816'COUNTY ROAD NO. 217 AND DRIVE SOUTH FOR 3.20 MI (5.15 KM) TO LAWRENCE
 AA7816'COUNTY ROAD NO. 222 ON THE LEFT, TURN LEFT ON LAWRENCE COUNTY ROAD NO.
 AA7816'222 AND DRIVE EAST FOR 2.55 MI (4.10 KM) TO LAWRENCE COUNTY ROAD NO.
 AA7816'434 LEFT AND RIGHT, CONTINUE EAST ON LAWRENCE COUNTY ROAD NO. 222 FOR
 AA7816'0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.
 AA7816' 
 AA7816'THE STATION IS 42.7 FT (13.0 M) SOUTH OF THE CENTERLINE OF LAWRENCE
 AA7816'COUNTY ROAD NO. 222, 137.4 FT (41.9 M) WEST OF A JUNCTION POWER POLE,
 AA7816'137.5 FT (41.9 M) WEST OF TELEPHONE CABLE PEDESTAL NO. MH 48, 160.4 FT
 AA7816'(48.9 M) EAST OF A POWER POLE, 176.1 FT (53.7 M) WEST OF A BURIED
 AA7816'CABLE WARNING SIGN, 206.0 FT (62.8 M) WEST OF THE CENTER OF A COUNTY
 AA7816'GRAVEL ROAD, 2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA7816'FLUSH WITH THE GROUND.
 AA7816' 
 AA7816'STATION 40-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7817 ***********************************************************************
 AA7817  DESIGNATION -  40 32
 AA7817  PID         -  AA7817
 AA7817  STATE/COUNTY-  AL/LAWRENCE
 AA7817  USGS QUAD   -  COURTLAND (1974)
 AA7817
 AA7817                         *CURRENT SURVEY CONTROL
 AA7817  ___________________________________________________________________
 AA7817* NAD 83(1992)-  34 37 42.19051(N)    087 15 53.15580(W)     ADJUSTED  
 AA7817* NAVD 88     -       212.3    (meters)     697.     (feet)  VERTCON   
 AA7817  ___________________________________________________________________
 AA7817  X           -     250,730.183 (meters)                     COMP
 AA7817  Y           -  -5,248,130.064 (meters)                     COMP
 AA7817  Z           -   3,604,125.727 (meters)                     COMP
 AA7817  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AA7817  ELLIP HEIGHT-         185.56  (meters)          (07/29/02) GPS OBS
 AA7817  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AA7817
 AA7817  HORZ ORDER  -  FIRST
 AA7817  ELLP ORDER  -  FOURTH    CLASS I
 AA7817
 AA7817.The horizontal coordinates were established by GPS observations
 AA7817.and adjusted by the National Geodetic Survey in August 1995..
 AA7817
 AA7817.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7817
 AA7817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7817
 AA7817.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7817
 AA7817.The ellipsoidal height was determined by GPS observations
 AA7817.and is referenced to NAD 83.
 AA7817
 AA7817.The geoid height was determined by GEOID03.
 AA7817
 AA7817;                    North         East     Units Scale Factor Converg.
 AA7817;SPC AL W     -   513,244.667   621,569.342   MT  0.99993907   +0 08 01.2
 AA7817;UTM  16      - 3,831,865.639   475,730.960   MT  0.99960726   -0 09 01.6
 AA7817
 AA7817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7817!SPC AL W     -   0.99997087  x   0.99993907  =   0.99990994
 AA7817!UTM  16      -   0.99997087  x   0.99960726  =   0.99957814
 AA7817
 AA7817                          SUPERSEDED SURVEY CONTROL
 AA7817
 AA7817  ELLIP H (10/10/95)  185.61   (m)                       GP(       ) 4 2
 AA7817  NGVD 29 (08/31/95)  212.3    (m)          697.     (f) GPS OBS        
 AA7817
 AA7817.Superseded values are not recommended for survey control.
 AA7817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7817.See file dsdata.txt to determine how the superseded data were derived.
 AA7817
 AA7817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7573131866(NAD 83)
 AA7817_MARKER: DD = SURVEY DISK
 AA7817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7817_STAMPING: 40-32 1994
 AA7817_MARK LOGO: ALHD  
 AA7817_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7817+STABILITY: SURFACE MOTION
 AA7817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7817+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 AA7817
 AA7817  HISTORY     - Date     Condition        Report By
 AA7817  HISTORY     - 1994     MONUMENTED       ALHD
 AA7817  HISTORY     - 20040324 GOOD             ALHD
 AA7817
 AA7817                          STATION DESCRIPTION
 AA7817
 AA7817'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7817'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE NORTHEAST RIGHT OF
 AA7817'WAY OF ALA 33, ABOUR 3.85 MI (6.20 KM) SOUTHEAST OF COURTLAND AND
 AA7817'ABOUT 4.10 MI (6.60 KM) WEST-SOUTHWEST OF HILLSBORO.
 AA7817' 
 AA7817'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72, ALA 20
 AA7817'AND ALA 33 (MILE POST 39.65 ON ALA 33 AND MILE POST 51.15 ON ALTERNATE
 AA7817'U.S. 72 AND ALA 20) AT COURTLAND, DRIVE SOUTH ON ALA 33 FOR 2.95 MI
 AA7817'(4.75 KM) TO MILE POST 36.70 AND THE STATION ON THE LEFT UNDER A HIGH
 AA7817'VOLTAGE POWER LINE.
 AA7817' 
 AA7817'THE STATION IS LOCATED IN THE CENTER OF A HIGH VOLTAGE POWER LINE
 AA7817'RIGHT OF WAY AND ACROSS ALA 33 FROM STEEL POWER LINE TOWER NO. 227,
 AA7817'32.0 FT (9.8 M) NORTHWEST OF THE NORTHWEST END OF A FOUR STRAND BARBED
 AA7817'WIRE FENCE ON OLD WOOD POSTS, 33.3 FT (10.1 M) NORTHEAST OF THE
 AA7817'CENTERLINE OF ALA 33, 74.3 FT (22.6 M) SOUTH-SOUTHEAST OF JUNCTION
 AA7817'POWER POLE NO. 25400, 80.0 FT (24.4 M) SOUTHEAST OF THE SOUTHEAST END
 AA7817'OF A FIFTEEN-INCH CONCRETE PIPE UNDER A DRIVEWAY, 89.5 FT (27.3 M)
 AA7817'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.4 FT (0.7 M)
 AA7817'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7817' 
 AA7817'STATION 40-33 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7817
 AA7817                          STATION RECOVERY (2004)
 AA7817
 AA7817'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7817'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7818 ***********************************************************************
 AA7818  DESIGNATION -  40 33
 AA7818  PID         -  AA7818
 AA7818  STATE/COUNTY-  AL/LAWRENCE
 AA7818  USGS QUAD   -  HILLSBORO (1974)
 AA7818
 AA7818                         *CURRENT SURVEY CONTROL
 AA7818  ___________________________________________________________________
 AA7818* NAD 83(1992)-  34 38 27.67283(N)    087 14 53.86041(W)     ADJUSTED  
 AA7818* NAVD 88     -       191.4    (meters)     628.     (feet)  VERTCON   
 AA7818  ___________________________________________________________________
 AA7818  X           -     252,199.795 (meters)                     COMP
 AA7818  Y           -  -5,247,244.904 (meters)                     COMP
 AA7818  Z           -   3,605,267.031 (meters)                     COMP
 AA7818  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 AA7818  ELLIP HEIGHT-         164.62  (meters)          (07/29/02) GPS OBS
 AA7818  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AA7818
 AA7818  HORZ ORDER  -  FIRST
 AA7818  ELLP ORDER  -  FOURTH    CLASS I
 AA7818
 AA7818.The horizontal coordinates were established by GPS observations
 AA7818.and adjusted by the National Geodetic Survey in August 1995..
 AA7818
 AA7818.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7818
 AA7818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7818
 AA7818.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7818
 AA7818.The ellipsoidal height was determined by GPS observations
 AA7818.and is referenced to NAD 83.
 AA7818
 AA7818.The geoid height was determined by GEOID03.
 AA7818
 AA7818;                    North         East     Units Scale Factor Converg.
 AA7818;SPC AL W     -   514,649.762   623,076.115   MT  0.99993989   +0 08 35.1
 AA7818;UTM  16      - 3,833,262.778   477,244.180   MT  0.99960638   -0 08 28.1
 AA7818
 AA7818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7818!SPC AL W     -   0.99997416  x   0.99993989  =   0.99991405
 AA7818!UTM  16      -   0.99997416  x   0.99960638  =   0.99958055
 AA7818
 AA7818                          SUPERSEDED SURVEY CONTROL
 AA7818
 AA7818  ELLIP H (10/10/95)  164.67   (m)                       GP(       ) 4 2
 AA7818  NGVD 29 (08/31/95)  191.4    (m)          628.     (f) GPS OBS        
 AA7818
 AA7818.Superseded values are not recommended for survey control.
 AA7818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7818.See file dsdata.txt to determine how the superseded data were derived.
 AA7818
 AA7818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7724433263(NAD 83)
 AA7818_MARKER: DD = SURVEY DISK
 AA7818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7818_STAMPING: 40-33 1994
 AA7818_MARK LOGO: ALHD  
 AA7818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7818+STABILITY: SURFACE MOTION
 AA7818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7818+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 AA7818
 AA7818  HISTORY     - Date     Condition        Report By
 AA7818  HISTORY     - 1994     MONUMENTED       ALHD
 AA7818  HISTORY     - 20040324 GOOD             ALHD
 AA7818
 AA7818                          STATION DESCRIPTION
 AA7818
 AA7818'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7818'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7818'A COUNTY GRAVEL ROAD, ABOUT 4.05 MI (6.52 KM) EAST-SOUTHEAST OF
 AA7818'COURTLAND AND ABOUT 3.15 MI (5.07 KM) WEST OF HILLSBORO.
 AA7818' 
 AA7818'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72, ALA 20
 AA7818'AND ALA 33 (MILE POST 51.15 ON ALTERNATE U.S. 72 AND ALA 20 AND MILE
 AA7818'POST 39.65 ON ALA 33) AT COURTLAND, DRIVE SOUTHEAST AND EAST ON
 AA7818'ALTERNATE U.S. 72 AND ALA 20 FOR 1.70 MI (2.74 KM) TO MILE POST 52.85,
 AA7818'A PAVED COUNTY ROAD LEFT AND A COUNTY GRAVEL ROAD RIGHT, TURN RIGHT ON
 AA7818'THE COUNTY GRAVEL ROAD AND DRIVE SOUTH FOR 0.15 MI (0.24 KM) TO A
 AA7818'Y-INTERSECTION, BEAR LEFT AND DRIVE SOUTH AND SOUTHEAST ON THE COUNTY
 AA7818'GRAVEL ROAD FOR 0.75 MI (1.21 KM) TO THE STATION ON THE RIGHT.
 AA7818' 
 AA7818'THE STATION IS 21.0 FT (6.4 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 AA7818'COUNTY GRAVEL ROAD, 75.5 FT (23.0 M) EAST-SOUTHEAST OF A TELEPHONE
 AA7818'CABLE PEDESTAL, APPROXIMATELY 500 FT (152.4 M) NORTHWEST OF A STEEL
 AA7818'POWER LINE TOWER, 2.3 FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS
 AA7818'POST, AND SET FLUSH WITH THE GROUND.
 AA7818' 
 AA7818'STATION 40-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7818
 AA7818                          STATION RECOVERY (2004)
 AA7818
 AA7818'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7818'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7819 ***********************************************************************
 AA7819  DESIGNATION -  40 34
 AA7819  PID         -  AA7819
 AA7819  STATE/COUNTY-  AL/LAWRENCE
 AA7819  USGS QUAD   -  HILLSBORO (1974)
 AA7819
 AA7819                         *CURRENT SURVEY CONTROL
 AA7819  ___________________________________________________________________
 AA7819* NAD 83(1992)-  34 40 33.83194(N)    087 09 19.24309(W)     ADJUSTED  
 AA7819* NAVD 88     -       191.0    (meters)     627.     (feet)  VERTCON   
 AA7819  ___________________________________________________________________
 AA7819  X           -     260,602.160 (meters)                     COMP
 AA7819  Y           -  -5,244,620.152 (meters)                     COMP
 AA7819  Z           -   3,608,464.498 (meters)                     COMP
 AA7819  LAPLACE CORR-          -4.03  (seconds)                    DEFLEC99
 AA7819  ELLIP HEIGHT-         163.94  (meters)          (07/29/02) GPS OBS
 AA7819  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AA7819
 AA7819  HORZ ORDER  -  FIRST
 AA7819  ELLP ORDER  -  FOURTH    CLASS I
 AA7819
 AA7819.The horizontal coordinates were established by GPS observations
 AA7819.and adjusted by the National Geodetic Survey in August 1995..
 AA7819
 AA7819.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7819
 AA7819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7819
 AA7819.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7819
 AA7819.The ellipsoidal height was determined by GPS observations
 AA7819.and is referenced to NAD 83.
 AA7819
 AA7819.The geoid height was determined by GEOID03.
 AA7819
 AA7819;                    North         East     Units Scale Factor Converg.
 AA7819;SPC AL W     -   518,562.342   631,584.348   MT  0.99994562   +0 11 45.9
 AA7819;UTM  16      - 3,837,131.776   485,768.840   MT  0.99960250   -0 05 18.2
 AA7819
 AA7819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7819!SPC AL W     -   0.99997427  x   0.99994562  =   0.99991989
 AA7819!UTM  16      -   0.99997427  x   0.99960250  =   0.99957678
 AA7819
 AA7819                          SUPERSEDED SURVEY CONTROL
 AA7819
 AA7819  ELLIP H (10/10/95)  164.00   (m)                       GP(       ) 4 2
 AA7819  NGVD 29 (08/31/95)  191.0    (m)          627.     (f) GPS OBS        
 AA7819
 AA7819.Superseded values are not recommended for survey control.
 AA7819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7819.See file dsdata.txt to determine how the superseded data were derived.
 AA7819
 AA7819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8576937132(NAD 83)
 AA7819_MARKER: DD = SURVEY DISK
 AA7819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7819_STAMPING: 40-34 1994
 AA7819_MARK LOGO: ALHD  
 AA7819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7819+STABILITY: SURFACE MOTION
 AA7819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7819+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7819
 AA7819  HISTORY     - Date     Condition        Report By
 AA7819  HISTORY     - 1994     MONUMENTED       ALHD
 AA7819  HISTORY     - 20050106 GOOD             ALHD
 AA7819
 AA7819                          STATION DESCRIPTION
 AA7819
 AA7819'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7819'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7819'LAWRENCE COUNTY ROAD NO. 400, ABOUT 3.25 MI (5.23 KM) NORTHEAST OF
 AA7819'HILLSBORO AND ABOUT 8.80 MI (14.16 KM) EAST OF COURTLAND.
 AA7819' 
 AA7819'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72, ALA 20,
 AA7819'AND ALA 33 (MILE POST 51.15 ON ALTERNATE U.S. 72 AND ALA 20 AND MILE
 AA7819'POST 39.65 ON ALA 33) AT COURTLAND, DRIVE SOUTHEAST AND EAST ON
 AA7819'ALTERNATE U.S. 72 AND ALA 20 FOR 6.45 MI (10.38 KM) TO MILE POST 57.60
 AA7819'AND LAWRENCE COUNTY ROAD NO. 400 LEFT AND RIGHT, TURN LEFT ON LAWRENCE
 AA7819'COUNTY ROAD NO. 400 AND DRIVE NORTHEAST AND NORTH FOR 2.10 MI (3.38
 AA7819'KM) TO THE STATION ON THE RIGHT.
 AA7819' 
 AA7819'THE STATION IS 21.7 FT (6.6 M) EAST OF THE CENTER OF LAWRENCE COUNTY
 AA7819'ROAD NO. 400, 88.9 FT (27.1 M) NORTH-NORTHEAST OF AN EVACUATION ROUTE
 AA7819'BROWNS FERRY NUCLEAR POWER PLANT SIGN ACROSS THE ROAD, 114.6 FT (34.9
 AA7819'M) SOUTH OF A POWER POLE, 114.6 FT (34.9 M) SOUTH OF TELEPHONE CABLE
 AA7819'PEDESTAL NO. PED 13, 128.2 FT (39.1 M) SOUTH-SOUTHWEST OF TELEPHONE
 AA7819'CABLE PEDESTAL NO. MC 13, 129.2 FT (39.4 M) SOUTH-SOUTHWEST OF A
 AA7819'BURIED CABLE WARNING SIGN, 143.0 FT (43.6 M) SOUTH OF THE CENTER OF A
 AA7819'COUNTY GRAVEL ROAD, 2.1 FT (0.6 M) WEST OF A CARSONITE WITNESS POST,
 AA7819'AND SET FLUSH WITH THE GROUND.
 AA7819' 
 AA7819'STATION 40-35 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7819
 AA7819                          STATION RECOVERY (2005)
 AA7819
 AA7819'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7819'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7820 ***********************************************************************
 AA7820  DESIGNATION -  40 35
 AA7820  PID         -  AA7820
 AA7820  STATE/COUNTY-  AL/LAWRENCE
 AA7820  USGS QUAD   -  HILLSBORO (1974)
 AA7820
 AA7820                         *CURRENT SURVEY CONTROL
 AA7820  ___________________________________________________________________
 AA7820* NAD 83(1992)-  34 40 54.06152(N)    087 09 23.00851(W)     ADJUSTED  
 AA7820* NAVD 88     -       186.9    (meters)     613.     (feet)  VERTCON   
 AA7820  ___________________________________________________________________
 AA7820  X           -     260,488.655 (meters)                     COMP
 AA7820  Y           -  -5,244,267.281 (meters)                     COMP
 AA7820  Z           -   3,608,974.816 (meters)                     COMP
 AA7820  LAPLACE CORR-          -4.01  (seconds)                    DEFLEC99
 AA7820  ELLIP HEIGHT-         159.84  (meters)          (07/29/02) GPS OBS
 AA7820  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AA7820
 AA7820  HORZ ORDER  -  FIRST
 AA7820  ELLP ORDER  -  FOURTH    CLASS I
 AA7820
 AA7820.The horizontal coordinates were established by GPS observations
 AA7820.and adjusted by the National Geodetic Survey in August 1995..
 AA7820
 AA7820.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7820
 AA7820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7820
 AA7820.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7820
 AA7820.The ellipsoidal height was determined by GPS observations
 AA7820.and is referenced to NAD 83.
 AA7820
 AA7820.The geoid height was determined by GEOID03.
 AA7820
 AA7820;                    North         East     Units Scale Factor Converg.
 AA7820;SPC AL W     -   519,185.355   631,486.369   MT  0.99994555   +0 11 43.9
 AA7820;UTM  16      - 3,837,755.054   485,673.988   MT  0.99960253   -0 05 20.4
 AA7820
 AA7820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7820!SPC AL W     -   0.99997491  x   0.99994555  =   0.99992046
 AA7820!UTM  16      -   0.99997491  x   0.99960253  =   0.99957745
 AA7820
 AA7820                          SUPERSEDED SURVEY CONTROL
 AA7820
 AA7820  ELLIP H (10/10/95)  159.90   (m)                       GP(       ) 4 2
 AA7820  NGVD 29 (08/31/95)  186.9    (m)          613.     (f) GPS OBS        
 AA7820
 AA7820.Superseded values are not recommended for survey control.
 AA7820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7820.See file dsdata.txt to determine how the superseded data were derived.
 AA7820
 AA7820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8567437755(NAD 83)
 AA7820_MARKER: DD = SURVEY DISK
 AA7820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7820_STAMPING: 40-35 1994
 AA7820_MARK LOGO: ALHD  
 AA7820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7820+STABILITY: SURFACE MOTION
 AA7820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7820+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7820
 AA7820  HISTORY     - Date     Condition        Report By
 AA7820  HISTORY     - 1994     MONUMENTED       ALHD
 AA7820  HISTORY     - 20050106 GOOD             ALHD
 AA7820
 AA7820                          STATION DESCRIPTION
 AA7820
 AA7820'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7820'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7820'LAWRENCE COUNTY ROAD NO. 400, ABOUT 3.60 MI (5.79 KM) NORTHEAST OF
 AA7820'HILLSBORO AND ABOUT 8.75 MI (14.08 KM) EAST OF COURTLAND.
 AA7820' 
 AA7820'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72, ALA 20,
 AA7820'AND ALA 33 (MILE POST 51.15 ON ALTERNATE U.S. 72 AND ALA 20 AND MILE
 AA7820'POST 39.65 ON ALA 33) AT COURTLAND, DRIVE SOUTHEAST AND EAST ON
 AA7820'ALTERNATE U.S. 72 AND ALA 20 FOR 6.45 MI (10.38 KM) TO MILE POST 57.60
 AA7820'AND LAWRENCE COUNTY ROAD NO. 400 LEFT AND RIGHT, TURN LEFT ON LAWRENCE
 AA7820'COUNTY ROAD NO. 400 AND DRIVE NORTHEAST AND NORTH FOR 2.50 MI (4.02
 AA7820'KM) TO THE STATION ON THE RIGHT.
 AA7820' 
 AA7820'THE STATION IS 40.2 FT (12.3 M) EAST-NORTHEAST OF THE CENTER OF
 AA7820'LAWRENCE COUNTY ROAD NO. 400, 95.8 FT (29.2 M) NORTH-NORTHWEST OF A
 AA7820'POWER POLE WITH ONE GUY WIRE, 131.0 FT (39.9 M) SOUTH-SOUTHEAST OF
 AA7820'TELEPHONE CABLE PEDESTAL NO. MC 15, 131.5 FT (40.1 M) SOUTH-SOUTHEAST
 AA7820'OF A BURIED CABLE WARNING SIGN, 2.3 FT (0.7 M) WEST OF A CARSONITE
 AA7820'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7820' 
 AA7820'STATION 40-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7820
 AA7820                          STATION RECOVERY (2005)
 AA7820
 AA7820'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7820'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7821 ***********************************************************************
 AA7821  DESIGNATION -  40 36
 AA7821  PID         -  AA7821
 AA7821  STATE/COUNTY-  AL/LAWRENCE
 AA7821  USGS QUAD   -  HILLSBORO (1974)
 AA7821
 AA7821                         *CURRENT SURVEY CONTROL
 AA7821  ___________________________________________________________________
 AA7821* NAD 83(1992)-  34 41 17.05287(N)    087 14 57.97333(W)     ADJUSTED  
 AA7821* NAVD 88     -       180.3    (meters)     592.     (feet)  VERTCON   
 AA7821  ___________________________________________________________________
 AA7821  X           -     251,952.258 (meters)                     COMP
 AA7821  Y           -  -5,244,275.397 (meters)                     COMP
 AA7821  Z           -   3,609,553.759 (meters)                     COMP
 AA7821  LAPLACE CORR-          -3.34  (seconds)                    DEFLEC99
 AA7821  ELLIP HEIGHT-         153.42  (meters)          (07/29/02) GPS OBS
 AA7821  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AA7821
 AA7821  HORZ ORDER  -  FIRST
 AA7821  ELLP ORDER  -  FOURTH    CLASS I
 AA7821
 AA7821.The horizontal coordinates were established by GPS observations
 AA7821.and adjusted by the National Geodetic Survey in August 1995..
 AA7821
 AA7821.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7821
 AA7821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7821
 AA7821.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7821
 AA7821.The ellipsoidal height was determined by GPS observations
 AA7821.and is referenced to NAD 83.
 AA7821
 AA7821.The geoid height was determined by GEOID03.
 AA7821
 AA7821;                    North         East     Units Scale Factor Converg.
 AA7821;SPC AL W     -   519,868.638   622,958.392   MT  0.99993983   +0 08 33.4
 AA7821;UTM  16      - 3,838,480.433   477,152.393   MT  0.99960643   -0 08 31.0
 AA7821
 AA7821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7821!SPC AL W     -   0.99997592  x   0.99993983  =   0.99991575
 AA7821!UTM  16      -   0.99997592  x   0.99960643  =   0.99958236
 AA7821
 AA7821                          SUPERSEDED SURVEY CONTROL
 AA7821
 AA7821  ELLIP H (10/10/95)  153.47   (m)                       GP(       ) 4 2
 AA7821  NGVD 29 (08/31/95)  180.2    (m)          591.     (f) GPS OBS        
 AA7821
 AA7821.Superseded values are not recommended for survey control.
 AA7821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7821.See file dsdata.txt to determine how the superseded data were derived.
 AA7821
 AA7821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7715238480(NAD 83)
 AA7821_MARKER: DD = SURVEY DISK
 AA7821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7821_STAMPING: 40-36 1994
 AA7821_MARK LOGO: ALHD  
 AA7821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7821+STABILITY: SURFACE MOTION
 AA7821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7821+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7821
 AA7821  HISTORY     - Date     Condition        Report By
 AA7821  HISTORY     - 1994     MONUMENTED       ALHD
 AA7821
 AA7821                          STATION DESCRIPTION
 AA7821
 AA7821'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7821'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7821'A PAVED COUNTY ROAD, ABOUT 3.60 MI (5.79 KM) EAST-NORTHEAST OF
 AA7821'COURTLAND AND ABOUT 4.70 MI (7.56 KM) NORTHWEST OF HILLABORO.
 AA7821' 
 AA7821'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72, ALA 20,
 AA7821'AND ALA 33 (MILE POST 51.15 ON ALTERNATE U.S. 72 AND ALA 20 AND MILE
 AA7821'POST 39.65 ON ALA 33) AT COURTLAND, DRIVE SOUTHEAST AND EAST ON
 AA7821'ALTERNATE U.S. 72 AND ALA 20 FOR 1.70 MI (2.74 KM) TO MILE POST 52.85,
 AA7821'A PAVED COUNTY ROAD ON THE LEFT, AND A COUNTY GRAVEL ROAD ON THE
 AA7821'RIGHT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTH, EAST, AND
 AA7821'NORTH FOR 2.95 MI (4.75 KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN
 AA7821'LEFT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 0.55 MI (0.89 KM) TO
 AA7821'THE STATION ON THE LEFT.
 AA7821' 
 AA7821'THE STATION IS LOCATED ON THE HIGHEST POINT OF A SIX FOOT BACKSLOPE,
 AA7821'32.5 FT (9.9 M) SOUTH OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 2.3
 AA7821'FT (0.7 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7821'GROUND.
 AA7821' 
 AA7821'STATION 40-37 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7822 ***********************************************************************
 AA7822  DESIGNATION -  40 37
 AA7822  PID         -  AA7822
 AA7822  STATE/COUNTY-  AL/LAWRENCE
 AA7822  USGS QUAD   -  HILLSBORO (1974)
 AA7822
 AA7822                         *CURRENT SURVEY CONTROL
 AA7822  ___________________________________________________________________
 AA7822* NAD 83(1992)-  34 41 13.10811(N)    087 14 34.46281(W)     ADJUSTED  
 AA7822* NAVD 88     -       177.3    (meters)     582.     (feet)  VERTCON   
 AA7822  ___________________________________________________________________
 AA7822  X           -     252,553.222 (meters)                     COMP
 AA7822  Y           -  -5,244,313.339 (meters)                     COMP
 AA7822  Z           -   3,609,452.135 (meters)                     COMP
 AA7822  LAPLACE CORR-          -3.48  (seconds)                    DEFLEC99
 AA7822  ELLIP HEIGHT-         150.49  (meters)          (07/29/02) GPS OBS
 AA7822  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 AA7822
 AA7822  HORZ ORDER  -  FIRST
 AA7822  ELLP ORDER  -  FOURTH    CLASS I
 AA7822
 AA7822.The horizontal coordinates were established by GPS observations
 AA7822.and adjusted by the National Geodetic Survey in August 1995..
 AA7822
 AA7822.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7822.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7822
 AA7822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7822
 AA7822.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7822
 AA7822.The ellipsoidal height was determined by GPS observations
 AA7822.and is referenced to NAD 83.
 AA7822
 AA7822.The geoid height was determined by GEOID03.
 AA7822
 AA7822;                    North         East     Units Scale Factor Converg.
 AA7822;SPC AL W     -   519,748.596   623,557.094   MT  0.99994017   +0 08 46.7
 AA7822;UTM  16      - 3,838,357.460   477,750.291   MT  0.99960610   -0 08 17.7
 AA7822
 AA7822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7822!SPC AL W     -   0.99997638  x   0.99994017  =   0.99991655
 AA7822!UTM  16      -   0.99997638  x   0.99960610  =   0.99958249
 AA7822
 AA7822                          SUPERSEDED SURVEY CONTROL
 AA7822
 AA7822  ELLIP H (10/10/95)  150.54   (m)                       GP(       ) 4 2
 AA7822  NGVD 29 (08/31/95)  177.3    (m)          582.     (f) GPS OBS        
 AA7822
 AA7822.Superseded values are not recommended for survey control.
 AA7822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7822.See file dsdata.txt to determine how the superseded data were derived.
 AA7822
 AA7822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7775038357(NAD 83)
 AA7822_MARKER: DD = SURVEY DISK
 AA7822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7822_STAMPING: 40-37 1994
 AA7822_MARK LOGO: ALHD  
 AA7822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7822+STABILITY: SURFACE MOTION
 AA7822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7822+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7822
 AA7822  HISTORY     - Date     Condition        Report By
 AA7822  HISTORY     - 1994     MONUMENTED       ALHD
 AA7822
 AA7822                          STATION DESCRIPTION
 AA7822
 AA7822'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7822'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7822'A PAVED COUNTY ROAD, ABOUT 3.95 MI (6.36 KM) EAST-NORTHEAST OF
 AA7822'COURTLAND AND ABOUT 4.60 MI (7.40 KM) NORTHWEST OF HILLABORO.
 AA7822' 
 AA7822'TO REACH THE STATION FROM THE JUNCTION OF ALTERNATE U.S. 72, ALA 20,
 AA7822'AND ALA 33 (MILE POST 51.15 ON ALTERNATE U.S. 72 AND ALA 20 AND MILE
 AA7822'POST 39.65 ON ALA 33) AT COURTLAND, DRIVE SOUTHEAST AND EAST ON
 AA7822'ALTERNATE U.S. 72 AND ALA 20 FOR 1.70 MI (2.74 KM) TO MILE POST 52.85,
 AA7822'A PAVED COUNTY ROAD ON THE LEFT, AND A COUNTY GRAVEL ROAD ON THE
 AA7822'RIGHT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTH, EAST, AND
 AA7822'NORTH FOR 2.95 MI (4.75 KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN
 AA7822'LEFT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 0.15 MI (0.24 KM) TO
 AA7822'THE STATION ON THE RIGHT.
 AA7822' 
 AA7822'THE STATION IS LOCATED ON TOP OF A SIX FOOT BACKSLOPE, 32.5 FT (9.9 M)
 AA7822'NORTH OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 2.1 FT (0.6 M) SOUTH
 AA7822'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7822' 
 AA7822'STATION 40-36 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7823 ***********************************************************************
 AA7823  DESIGNATION -  40 38
 AA7823  PID         -  AA7823
 AA7823  STATE/COUNTY-  AL/LAWRENCE
 AA7823  USGS QUAD   -  NEWBURG (1945)
 AA7823
 AA7823                         *CURRENT SURVEY CONTROL
 AA7823  ___________________________________________________________________
 AA7823* NAD 83(1992)-  34 22 54.14797(N)    087 30 39.97401(W)     ADJUSTED  
 AA7823* NAVD 88     -       313.5    (meters)    1029.     (feet)  VERTCON   
 AA7823  ___________________________________________________________________
 AA7823  X           -     228,840.862 (meters)                     COMP
 AA7823  Y           -  -5,264,730.554 (meters)                     COMP
 AA7823  Z           -   3,581,632.120 (meters)                     COMP
 AA7823  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AA7823  ELLIP HEIGHT-         287.22  (meters)          (07/29/02) GPS OBS
 AA7823  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 AA7823
 AA7823  HORZ ORDER  -  FIRST
 AA7823  ELLP ORDER  -  FOURTH    CLASS I
 AA7823
 AA7823.The horizontal coordinates were established by GPS observations
 AA7823.and adjusted by the National Geodetic Survey in August 1995..
 AA7823
 AA7823.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7823.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7823
 AA7823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7823
 AA7823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7823
 AA7823.The ellipsoidal height was determined by GPS observations
 AA7823.and is referenced to NAD 83.
 AA7823
 AA7823.The geoid height was determined by GEOID03.
 AA7823
 AA7823;                    North         East     Units Scale Factor Converg.
 AA7823;SPC AL W     -   485,856.962   598,978.849   MT  0.99993335   -0 00 22.6
 AA7823;UTM  16      - 3,804,598.645   453,012.601   MT  0.99962721   -0 17 19.1
 AA7823
 AA7823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7823!SPC AL W     -   0.99995491  x   0.99993335  =   0.99988827
 AA7823!UTM  16      -   0.99995491  x   0.99962721  =   0.99958214
 AA7823
 AA7823:                Primary Azimuth Mark                     Grid Az
 AA7823:SPC AL W     -  40 39                                    295 08 20.2
 AA7823:UTM  16      -  40 39                                    295 25 16.7
 AA7823
 AA7823|---------------------------------------------------------------------|
 AA7823| PID    Reference Object                     Distance      Geod. Az  |
 AA7823|                                                           dddmmss.s |
 AA7823| AA7824 40 39                               414.703 METERS 2950757.6 |
 AA7823|---------------------------------------------------------------------|
 AA7823
 AA7823                          SUPERSEDED SURVEY CONTROL
 AA7823
 AA7823  ELLIP H (10/10/95)  287.25   (m)                       GP(       ) 4 2
 AA7823  NGVD 29 (08/31/95)  313.5    (m)         1029.     (f) GPS OBS        
 AA7823
 AA7823.Superseded values are not recommended for survey control.
 AA7823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7823.See file dsdata.txt to determine how the superseded data were derived.
 AA7823
 AA7823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5301304599(NAD 83)
 AA7823_MARKER: DD = SURVEY DISK
 AA7823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7823_STAMPING: 40-38 1994
 AA7823_MARK LOGO: ALHD  
 AA7823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7823+STABILITY: SURFACE MOTION
 AA7823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7823+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7823
 AA7823  HISTORY     - Date     Condition        Report By
 AA7823  HISTORY     - 1994     MONUMENTED       ALHD
 AA7823
 AA7823                          STATION DESCRIPTION
 AA7823
 AA7823'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7823'THE STATION IS LOCATED IN LAWRENCE COUNTY ON PROPERTY OWNED BY THE
 AA7823'U.S. FOREST SERVICE, ABOUT 5.25 MI (8.45 KM) SOUTH-SOUTHWEST OF MT
 AA7823'HOPE AND ABOUT 14.05 MI (22.61 KM) WEST-SOUTHWEST OF MOULTON.
 AA7823' 
 AA7823'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 36 (MILE POST
 AA7823'22.70 ON ALA 33 AND MILE POST 0.00 ON ALA 36) AT A CAUTION LIGHT AT
 AA7823'WREN, DRIVE SOUTH ON ALA 33 FOR 2.15 MI (3.46 KM) TO MILE POST 20.55
 AA7823'AND FS ROAD NO. 213 ON THE RIGHT, TURN RIGHT ON FS 213 AND DRIVE WEST
 AA7823'FOR 6.00 MI (9.66 KM) TO A Y-INTERSECTION WITH FS 236 LEFT AND FS 213
 AA7823'RIGHT, BEAR RIGHT ON FS 213 AND CONTINUE WEST FOR 3.60 MI (5.79 KM) TO
 AA7823'FS 213 RIGHT AND FS 223 AHEAD, TURN RIGHT ON FS 213 AND CONTINUE WEST
 AA7823'FOR 6.45 MI (10.38 KM) TO FS 203 RIGHT AND AHEAD, CONTINUE SOUTHWEST
 AA7823'ON FS 203 FOR 0.80 MI (1.29 KM) TO A WOODS ROAD ON THE RIGHT ALONG THE
 AA7823'WEST SIDE OF A FIELD, TURN RIGHT ON THE WOODS ROAD AND DRIVE NORTHWEST
 AA7823'FOR 0.10 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 AA7823' 
 AA7823'THE STATION IS LOCATED ON A HIGH POINT IN THE SOUTHEAST END OF A
 AA7823'FIELD, 120.0 FT (36.6 M) SOUTHWEST OF THE NORTHEAST SIDE OF THE FIELD,
 AA7823'157.0 FT (47.9 M) NORTHEAST OF THE CENTER OF THE WOODS ROAD, 210.0 FT
 AA7823'(64.0 M) NORTHWEST OF THE SOUTHEAST END OF THE FIELD, 2.6 FT (0.8 M)
 AA7823'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET 0.67 FT (20.42 CM)
 AA7823'BELOW THE SURFACE.
 AA7823' 
 AA7823'STATION 40-39 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7824 ***********************************************************************
 AA7824  DESIGNATION -  40 39
 AA7824  PID         -  AA7824
 AA7824  STATE/COUNTY-  AL/LAWRENCE
 AA7824  USGS QUAD   -  NEWBURG (1945)
 AA7824
 AA7824                         *CURRENT SURVEY CONTROL
 AA7824  ___________________________________________________________________
 AA7824* NAD 83(1992)-  34 22 59.86372(N)    087 30 54.67037(W)     ADJUSTED  
 AA7824* NAVD 88     -       315.2    (meters)    1034.     (feet)  VERTCON   
 AA7824  ___________________________________________________________________
 AA7824  X           -     228,461.498 (meters)                     COMP
 AA7824  Y           -  -5,264,648.876 (meters)                     COMP
 AA7824  Z           -   3,581,778.439 (meters)                     COMP
 AA7824  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AA7824  ELLIP HEIGHT-         288.92  (meters)          (07/29/02) GPS OBS
 AA7824  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 AA7824
 AA7824  HORZ ORDER  -  FIRST
 AA7824  ELLP ORDER  -  FOURTH    CLASS I
 AA7824
 AA7824.The horizontal coordinates were established by GPS observations
 AA7824.and adjusted by the National Geodetic Survey in August 1995..
 AA7824
 AA7824.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7824.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7824
 AA7824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7824
 AA7824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7824
 AA7824.The ellipsoidal height was determined by GPS observations
 AA7824.and is referenced to NAD 83.
 AA7824
 AA7824.The geoid height was determined by GEOID03.
 AA7824
 AA7824;                    North         East     Units Scale Factor Converg.
 AA7824;SPC AL W     -   486,033.123   598,603.451   MT  0.99993336   -0 00 30.9
 AA7824;UTM  16      - 3,804,776.599   452,638.191   MT  0.99962765   -0 17 27.4
 AA7824
 AA7824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7824!SPC AL W     -   0.99995465  x   0.99993336  =   0.99988801
 AA7824!UTM  16      -   0.99995465  x   0.99962765  =   0.99958231
 AA7824
 AA7824:                Primary Azimuth Mark                     Grid Az
 AA7824:SPC AL W     -  40 38                                    115 08 20.2
 AA7824:UTM  16      -  40 38                                    115 25 16.7
 AA7824
 AA7824|---------------------------------------------------------------------|
 AA7824| PID    Reference Object                     Distance      Geod. Az  |
 AA7824|                                                           dddmmss.s |
 AA7824| AA7823 40 38                               414.703 METERS 1150749.3 |
 AA7824|---------------------------------------------------------------------|
 AA7824
 AA7824                          SUPERSEDED SURVEY CONTROL
 AA7824
 AA7824  ELLIP H (10/10/95)  288.95   (m)                       GP(       ) 4 2
 AA7824  NGVD 29 (08/31/95)  315.2    (m)         1034.     (f) GPS OBS        
 AA7824
 AA7824.Superseded values are not recommended for survey control.
 AA7824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7824.See file dsdata.txt to determine how the superseded data were derived.
 AA7824
 AA7824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD5263804777(NAD 83)
 AA7824_MARKER: DD = SURVEY DISK
 AA7824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7824_STAMPING: 40-39 1994
 AA7824_MARK LOGO: ALHD  
 AA7824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7824+STABILITY: SURFACE MOTION
 AA7824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7824+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7824
 AA7824  HISTORY     - Date     Condition        Report By
 AA7824  HISTORY     - 1994     MONUMENTED       ALHD
 AA7824
 AA7824                          STATION DESCRIPTION
 AA7824
 AA7824'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7824'THE STATION IS LOCATED IN LAWRENCE COUNTY ON PROPERTY OWNED BY THE
 AA7824'U.S. FOREST SERVICE, ABOUT 5.15 MI (8.29 KM) SOUTH-SOUTHWEST OF MT
 AA7824'HOPE AND ABOUT 14.00 MI (22.53 KM) WEST-SOUTHWEST OF MOULTON.
 AA7824' 
 AA7824'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 36 (MILE POST
 AA7824'22.70 ON ALA 33 AND MILE POST 0.00 ON ALA 36) AT A CAUTION LIGHT AT
 AA7824'WREN, DRIVE SOUTH ON ALA 33 FOR 2.15 MI (3.46 KM) TO MILE POST 20.55
 AA7824'AND FS ROAD NO. 213 ON THE RIGHT, TURN RIGHT ON FS 213 AND DRIVE WEST
 AA7824'FOR 6.00 MI (9.66 KM) TO A Y-INTERSECTION WITH FS 236 LEFT AND FS 213
 AA7824'RIGHT, BEAR RIGHT ON FS 213 AND CONTINUE WEST FOR 3.60 MI (5.79 KM) TO
 AA7824'FS 213 RIGHT AND FS 223 AHEAD, TURN RIGHT ON FS 213 AND CONTINUE WEST
 AA7824'FOR 6.45 MI (10.38 KM) TO FS 203 RIGHT AND AHEAD, CONTINUE SOUTHWEST
 AA7824'ON FS 203 FOR 0.80 MI (1.29 KM) TO A WOODS ROAD ON THE RIGHT ALONG THE
 AA7824'WEST SIDE OF A FIELD, TURN RIGHT ON THE WOODS ROAD AND DRIVE NORTHWEST
 AA7824'FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT.
 AA7824' 
 AA7824'THE STATION IS LOCATED ON A HIGH POINT IN THE WEST END OF A FIELD,
 AA7824'116.0 FT (35.4 M) SOUTH-SOUTHWEST OF THE NORTH SIDE OF THE FIELD,
 AA7824'131.0 FT (39.9 M) NORTH OF THE CENTER OF THE WOODS ROAD, 150.0 FT
 AA7824'(45.7 M) EAST-SOUTHEAST OF THE WEST END OF THE FIELD, 3.2 FT (1.0 M)
 AA7824'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET 0.6 FT (18.3 CM) BELOW
 AA7824'THE SURFACE.
 AA7824' 
 AA7824'STATION 40-38 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1696 ***********************************************************************
 EF1696  DESIGNATION -  40 4
 EF1696  PID         -  EF1696
 EF1696  STATE/COUNTY-  AL/LAWRENCE
 EF1696  USGS QUAD   -  HATTON (1988)
 EF1696
 EF1696                         *CURRENT SURVEY CONTROL
 EF1696  ___________________________________________________________________
 EF1696* NAD 83(1992)-  34 35 27.08846(N)    087 25 35.42877(W)     ADJUSTED  
 EF1696* NAVD 88     -       226.6    (meters)     743.     (feet)  VERTCON   
 EF1696  ___________________________________________________________________
 EF1696  X           -     236,020.762 (meters)                     COMP
 EF1696  Y           -  -5,251,191.110 (meters)                     COMP
 EF1696  Z           -   3,600,707.388 (meters)                     COMP
 EF1696  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EF1696  ELLIP HEIGHT-         200.01  (meters)          (07/29/02) GPS OBS
 EF1696  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 EF1696
 EF1696  HORZ ORDER  -  FIRST
 EF1696  ELLP ORDER  -  FOURTH    CLASS I
 EF1696
 EF1696.The horizontal coordinates were established by GPS observations
 EF1696.and adjusted by the National Geodetic Survey in December 1992..
 EF1696
 EF1696.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1696
 EF1696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1696
 EF1696.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1696
 EF1696.The ellipsoidal height was determined by GPS observations
 EF1696.and is referenced to NAD 83.
 EF1696
 EF1696.The geoid height was determined by GEOID03.
 EF1696
 EF1696;                    North         East     Units Scale Factor Converg.
 EF1696;SPC AL W     -   509,059.090   606,741.725   MT  0.99993389   +0 02 30.2
 EF1696;UTM  16      - 3,827,754.937   460,887.581   MT  0.99961886   -0 14 31.7
 EF1696
 EF1696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1696!SPC AL W     -   0.99996860  x   0.99993389  =   0.99990250
 EF1696!UTM  16      -   0.99996860  x   0.99961886  =   0.99958748
 EF1696
 EF1696                          SUPERSEDED SURVEY CONTROL
 EF1696
 EF1696  ELLIP H (12/04/92)  200.06   (m)                       GP(       ) 4 1
 EF1696  NAD 83(1992)-  34 35 27.09572(N)    087 25 35.42592(W) AD(       ) 1
 EF1696  NGVD 29 (12/04/92)  226.5    (m)          743.     (f) GPS OBS        
 EF1696
 EF1696.Superseded values are not recommended for survey control.
 EF1696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1696.See file dsdata.txt to determine how the superseded data were derived.
 EF1696
 EF1696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6088827755(NAD 83)
 EF1696_MARKER: DD = SURVEY DISK
 EF1696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1696_SP_SET: CONCRETE POST
 EF1696_STAMPING: 40 - 4 1989
 EF1696_MARK LOGO: ALHD  
 EF1696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1696+STABILITY: SURFACE MOTION
 EF1696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1696+SATELLITE: SATELLITE OBSERVATIONS - November 05, 2005
 EF1696
 EF1696  HISTORY     - Date     Condition        Report By
 EF1696  HISTORY     - 1989     MONUMENTED       ALHD
 EF1696  HISTORY     - 19900511 GOOD
 EF1696  HISTORY     - 20050106 GOOD             ALHD
 EF1696  HISTORY     - 20051105 GOOD             GEOCAC
 EF1696
 EF1696                          STATION DESCRIPTION
 EF1696
 EF1696'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1696'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE NORTHEAST RIGHT OF
 EF1696'WAY OF ALA 157, ABOUT 17.22 KM (10.70 MI) NORTHWEST OF MOULTON AND
 EF1696'ABOUT 10.14 KM (6.30 MI) SOUTH - SOUTHWEST OF TOWN CREEK.
 EF1696'TO REACH THE STATION FROM THE JUNCTION OF ALA 101 AND ALA 157, MILE
 EF1696'POST 44.30 ON ALA 157, DRIVE NORTHWEST ON ALA 157 0.25 KM (0.16 MI)
 EF1696'TO MILE POST 44.45 AND THE STATION ON THE RIGHT.
 EF1696'THE STATION IS 0.30 M (0.98 FT) NORTH - NORTHEAST OF THE CREST OF A
 EF1696'1.83 M (6.00 FT) BACKSLOPE, 21.03 M (69.00 FT) NORTHWEST OF THE
 EF1696'NORTHEND OF A 30 INCH SPAN X 18 INCH RISE CONCRETE PIPE UNDER A
 EF1696'DRIVEWAY, 27.89 M (91.50 FT) NORTH - NORTHEAST OF THE CENTER OF THE
 EF1696'NORTH BOUND LANES OF ALA 157, UNDER CONSTRUCTION, 30.78 M
 EF1696'(100.98 FT) WEST - NORTHWEST OF THE NORTHWEST CORNER OF A 1.83 M
 EF1696'(6.00 FT) CHAIN LINK FENCE AT BUMPER TO BUMPER AUTO PARTS STORE, 0.71
 EF1696'M (2.33 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1696'GROUND.
 EF1696'STATION 40 - 3 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1696
 EF1696                          STATION RECOVERY (1990)
 EF1696
 EF1696'RECOVERED 1990
 EF1696'RECOVERED IN GOOD CONDITION.
 EF1696
 EF1696                          STATION RECOVERY (2005)
 EF1696
 EF1696'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1696'RECOVERED IN GOOD CONDITION.
 EF1696
 EF1696                          STATION RECOVERY (2005)
 EF1696
 EF1696'RECOVERY NOTE BY GEOCACHING 2005
 EF1696'THE (6.00 FT) CHAIN LINK FENCE AT BUMPER TO BUMPER AUTO PARTS STORE AS
 EF1696'WELL AS
 EF1696'THE STORE ITSELF NO LONGER EXISTS. HOWEVER THE WITNESS POST REMAINS IN
 EF1696'PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1697 ***********************************************************************
 EF1697  DESIGNATION -  40 5
 EF1697  PID         -  EF1697
 EF1697  STATE/COUNTY-  AL/LAWRENCE
 EF1697  USGS QUAD   -  GRAYSON (1976)
 EF1697
 EF1697                         *CURRENT SURVEY CONTROL
 EF1697  ___________________________________________________________________
 EF1697* NAD 83(1992)-  34 20 34.74885(N)    087 20 19.31805(W)     ADJUSTED  
 EF1697* NAVD 88     -       293.7    (meters)     964.     (feet)  VERTCON   
 EF1697  ___________________________________________________________________
 EF1697  X           -     244,793.321 (meters)                     COMP
 EF1697  Y           -  -5,266,423.653 (meters)                     COMP
 EF1697  Z           -   3,578,074.968 (meters)                     COMP
 EF1697  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 EF1697  ELLIP HEIGHT-         267.34  (meters)          (07/29/02) GPS OBS
 EF1697  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EF1697
 EF1697  HORZ ORDER  -  FIRST
 EF1697  ELLP ORDER  -  FOURTH    CLASS I
 EF1697
 EF1697.The horizontal coordinates were established by GPS observations
 EF1697.and adjusted by the National Geodetic Survey in December 1992..
 EF1697
 EF1697.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1697.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1697
 EF1697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1697
 EF1697.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1697
 EF1697.The ellipsoidal height was determined by GPS observations
 EF1697.and is referenced to NAD 83.
 EF1697
 EF1697.The geoid height was determined by GEOID03.
 EF1697
 EF1697;                    North         East     Units Scale Factor Converg.
 EF1697;SPC AL W     -   481,573.589   614,840.575   MT  0.99993605   +0 05 27.6
 EF1697;UTM  16      - 3,800,238.570   468,848.045   MT  0.99961196   -0 11 27.9
 EF1697
 EF1697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1697!SPC AL W     -   0.99995804  x   0.99993605  =   0.99989409
 EF1697!UTM  16      -   0.99995804  x   0.99961196  =   0.99957001
 EF1697
 EF1697|---------------------------------------------------------------------|
 EF1697| PID    Reference Object                     Distance      Geod. Az  |
 EF1697|                                                           dddmmss.s |
 EF1697| EF1698 40 6                                238.076 METERS 00521     |
 EF1697|---------------------------------------------------------------------|
 EF1697
 EF1697                          SUPERSEDED SURVEY CONTROL
 EF1697
 EF1697  ELLIP H (12/04/92)  267.38   (m)                       GP(       ) 4 1
 EF1697  NAD 83(1992)-  34 20 34.75601(N)    087 20 19.31512(W) AD(       ) 1
 EF1697  NGVD 29 (12/04/92)  293.7    (m)          964.     (f) GPS OBS        
 EF1697
 EF1697.Superseded values are not recommended for survey control.
 EF1697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1697.See file dsdata.txt to determine how the superseded data were derived.
 EF1697
 EF1697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6884800239(NAD 83)
 EF1697_MARKER: DD = SURVEY DISK
 EF1697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1697_SP_SET: CONCRETE POST
 EF1697_STAMPING: 40 - 5 1990
 EF1697_MARK LOGO: ALHD  
 EF1697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1697+STABILITY: SURFACE MOTION
 EF1697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1697+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1697
 EF1697  HISTORY     - Date     Condition        Report By
 EF1697  HISTORY     - 1990     MONUMENTED       ALHD
 EF1697
 EF1697                          STATION DESCRIPTION
 EF1697
 EF1697'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1697'THE STATION IS LOCATED IN LAWRENCE COUNTY ON PROPERTY OWNED BY THE U.
 EF1697'S. FOREST SERVICE AT THE CENTRAL TOWER WORK CENTER IN THE BANKHEAD
 EF1697'NATIONAL FOREST, ABOUT 16.10 KM (10.00 MI) SOUTH - SOUTHWEST OF
 EF1697'MOULTON AND ABOUT 18.19 KM (11.30 MI) WEST - SOUTHWEST OF SPEAKE.
 EF1697'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 36, MILE POST
 EF1697'22.70 ON ALA 33, DRIVE SOUTH ON ALA 33 12.23 KM (7.60 MI) TO MILE
 EF1697'POST 15.15 AND THE ENTRANCE TO CENTRAL TOWER ON THE LEFT, TURN LEFT
 EF1697'ON THE ENTRANCE ROAD AND DRIVE EAST 0.16 KM (0.10 MI) TO THE GATE
 EF1697'INTO THE WORK CENTER ON THE RIGHT, TURN RIGHT AND PASS THROUGH THE
 EF1697'GATE TO THE WORK CENTER BUILDING, ASK SOMEONE AT THE WORK CENTER TO
 EF1697'OPEN THE GATE SOUTHWEST OF THE WEST END OF THE BUILDING AND DRIVE
 EF1697'THROUGH THE GATE BEARING LEFT 0.16 KM (0.10 MI) TO THE NORTHWEST END
 EF1697'OF AN EARTHAN DAM FOR A SMALL POND AND THE STATION ON THE LEFT NEAR
 EF1697'THE CENTER OF THE DAM.
 EF1697'THE STATION IS 2.74 M (8.99 FT) SOUTHWEST OF THE FACE OF THE DAM,
 EF1697'13.72 M (45.01 FT) SOUTH - SOUTHWEST OF THE SOUTHEAST END OF A WOOD
 EF1697'PIER IN THE POND, 20.27 M (66.50 FT) SOUTH OF THE NORTHWEST END OF
 EF1697'THE PIER, 21.70 M (71.19 FT) SOUTH OF A SHORT POWER POLE BESIDE A
 EF1697'METAL BUILDING, 21.76 M (71.39 FT) SOUTH OF THE SOUTHEAST CORNER OF A
 EF1697'1.22 M (4.00 FT) X 1.22 M (4.00 FT) METAL BUILDING, 22.86 M
 EF1697'(75.00 FT) SOUTHEAST OF THE NORTHWEST END OF THE DAM, 24.38 M
 EF1697'(79.99 FT) NORTHWEST OF THE CENTER OF A STONE MASONRY SPILLWAY, 2.31
 EF1697'M (7.58 FT) SOUTH - SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 EF1697'FLUSH WITH THE GROUND.
 EF1697'STATION 40 - 6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1697'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT
 EF1697'MR. ANDY HUNTER
 EF1697'U. S. FOREST SERVICE BLACK WARRIOR WORK CENTER
 EF1697'HIGHWAY 33 SOUTH
 EF1697'MOULTON, ALABAMA 35650
 EF1697'PHONE 205 - 292 - 3271
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1698 ***********************************************************************
 EF1698  DESIGNATION -  40 6
 EF1698  PID         -  EF1698
 EF1698  STATE/COUNTY-  AL/LAWRENCE
 EF1698  USGS QUAD   -  GRAYSON (1976)
 EF1698
 EF1698                         *CURRENT SURVEY CONTROL
 EF1698  ___________________________________________________________________
 EF1698* NAD 83(1992)-  34 20 42.44157(N)    087 20 18.44966(W)     ADJUSTED  
 EF1698* NAVD 88     -       301.4    (meters)     989.     (feet)  VERTCON   
 EF1698  ___________________________________________________________________
 EF1698  X           -     244,809.578 (meters)                     COMP
 EF1698  Y           -  -5,266,295.375 (meters)                     COMP
 EF1698  Z           -   3,578,275.030 (meters)                     COMP
 EF1698  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 EF1698  ELLIP HEIGHT-         275.03  (meters)          (07/29/02) GPS OBS
 EF1698  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EF1698
 EF1698  HORZ ORDER  -  FIRST
 EF1698  ELLP ORDER  -  FOURTH    CLASS I
 EF1698
 EF1698.The horizontal coordinates were established by GPS observations
 EF1698.and adjusted by the National Geodetic Survey in December 1992..
 EF1698
 EF1698.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1698
 EF1698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1698
 EF1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1698
 EF1698.The ellipsoidal height was determined by GPS observations
 EF1698.and is referenced to NAD 83.
 EF1698
 EF1698.The geoid height was determined by GEOID03.
 EF1698
 EF1698;                    North         East     Units Scale Factor Converg.
 EF1698;SPC AL W     -   481,810.649   614,862.391   MT  0.99993606   +0 05 28.1
 EF1698;UTM  16      - 3,800,475.443   468,871.021   MT  0.99961194   -0 11 27.4
 EF1698
 EF1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1698!SPC AL W     -   0.99995683  x   0.99993606  =   0.99989289
 EF1698!UTM  16      -   0.99995683  x   0.99961194  =   0.99956878
 EF1698
 EF1698|---------------------------------------------------------------------|
 EF1698| PID    Reference Object                     Distance      Geod. Az  |
 EF1698|                                                           dddmmss.s |
 EF1698| EF1697 40 5                                238.076 METERS 18521     |
 EF1698|---------------------------------------------------------------------|
 EF1698
 EF1698                          SUPERSEDED SURVEY CONTROL
 EF1698
 EF1698  ELLIP H (12/04/92)  275.07   (m)                       GP(       ) 4 1
 EF1698  NAD 83(1992)-  34 20 42.44874(N)    087 20 18.44673(W) AD(       ) 1
 EF1698  NGVD 29 (12/04/92)  301.4    (m)          989.     (f) GPS OBS        
 EF1698
 EF1698.Superseded values are not recommended for survey control.
 EF1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1698.See file dsdata.txt to determine how the superseded data were derived.
 EF1698
 EF1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6887100475(NAD 83)
 EF1698_MARKER: DD = SURVEY DISK
 EF1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1698_SP_SET: CONCRETE POST
 EF1698_STAMPING: 40-6 1990
 EF1698_MARK LOGO: ALHD  
 EF1698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1698+STABILITY: SURFACE MOTION
 EF1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1698+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1992
 EF1698
 EF1698  HISTORY     - Date     Condition        Report By
 EF1698  HISTORY     - 1990     MONUMENTED       ALHD
 EF1698  HISTORY     - 19910725 GOOD             ALHD
 EF1698  HISTORY     - 19920121 GOOD
 EF1698
 EF1698                          STATION DESCRIPTION
 EF1698
 EF1698'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1698'THE STATION IS LOCATED IN LAWRENCE COUNTY ON PROPERTY OWNED BY THE U.
 EF1698'S. FOREST SERVICE AT THE CENTRAL TOWER WORK CENTER IN THE BANKHEAD
 EF1698'NATIONAL FOREST, ABOUT 15.77 KM (9.80 MI) SOUTH - SOUTHWEST OF
 EF1698'MOULTON AND ABOUT 18.02 KM (11.20 MI) WEST - SOUTHWEST OF SPEAKE.
 EF1698'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 36, MILE POST
 EF1698'22.70 ON ALA 33, DRIVE SOUTH ON ALA 33 12.23 KM (7.60 MI) TO MILE
 EF1698'POST 15.15 AND THE ENTRANCE TO CENTRAL TOWER ON THE LEFT, TURN LEFT
 EF1698'ON THE ENTRANCE ROAD AND DRIVE EAST 0.16 KM (0.10 MI) TO CENTRAL
 EF1698'TOWER AND THE STATION ON THE LEFT.
 EF1698'THE STATION IS 17.62 M (57.81 FT) SOUTH - SOUTHWEST OF A 10 INCH DOG
 EF1698'WOOD TREE SOUTHEAST OF THE TOWER, 22.62 M (74.21 FT) SOUTH OF THE
 EF1698'SOUTHEAST LEG OF THE TOWER, 22.74 M (74.61 FT) SOUTH - SOUTHEAST OF
 EF1698'THE SOUTHWEST LEG OF THE TOWER, 23.62 M (77.49 FT) SOUTH - SOUTHWEST
 EF1698'OF THE SOUTHEAST CORNER OF A 1.83 M (6.00 FT) X 1.83 M (6.00 FT)
 EF1698'METAL BUILDING EAST OF THE TOWER, 23.65 M (77.59 FT) SOUTH - SOUTHEAST
 EF1698'OF A WOOD LITTER BARREL POST WITH CENTRAL TOWER CARVED IN IT, 24.14 M
 EF1698'(79.20 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD AND MASONRY
 EF1698'INFORMATION STAND, 0.57 M (1.87 FT) SOUTH OF A CARSONITE WITNESS
 EF1698'POST, AND SET FLUSH WITH THE GROUND.
 EF1698'STATION 40 - 5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1698'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EF1698'MR. ANDY HUNTER
 EF1698'U. S. FOREST SERVICE
 EF1698'BLACK WARRIOR WORK CENTER
 EF1698'HIGHWAY 33 SOUTH
 EF1698'MOULTON, ALABAMA 35650
 EF1698'PHONE 205 - 292 - 3271
 EF1698
 EF1698                          STATION RECOVERY (1991)
 EF1698
 EF1698'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1698'THE STATION IS LOCATED IN LAWRENCE COUNTY ON PROPERTY OWNED BY THE
 EF1698'U.S. FOREST SERVICE AT THE CENTRAL TOWER WORK CENTER IN THE BANKHEAD
 EF1698'NATIONAL FOREST, ABOUT 15.77 KM (9.80 MI) SOUTH-SOUTHWEST OF MOULTON
 EF1698'AND ABOUT 18.02 KM (11.20 MI) WEST-SOUTHWEST OF SPEAKE.
 EF1698'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 36, (MILE
 EF1698'POST 22.70 ON ALA 33) ABOUT 6.44 KM (4.00 MI) SOUTH OF MOULTON, DRIVE
 EF1698'SOUTH ON ALA 33 FOR 12.23 KM (7.60 MI) TO MILE POST 15.15 AND THE
 EF1698'ENTRANCE TO CENTRAL TOWER ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD
 EF1698'AND DRIVE EAST FOR 0.16 KM (0.10 MI) TO CENTRAL TOWER AND THE STATION
 EF1698'ON THE LEFT.
 EF1698'THE STATION IS 17.62 M (57.81 FT) SOUTH-SOUTHWEST OF A 10-INCH DOG
 EF1698'WOOD TREE SOUTHEAST OF THE TOWER, 22.62 M (74.21 FT) SOUTH OF THE
 EF1698'SOUTHEAST LEG OF THE TOWER, 22.74 M (74.61 FT) SOUTH-SOUTHEAST OF THE
 EF1698'SOUTHWEST LEG OF THE TOWER, 23.62 M (77.49 FT) SOUTH-SOUTHWEST OF THE
 EF1698'SOUTHEAST CORNER OF A 1.83 M (6.00 FT) X 1.83 M (6.00 FT) METAL
 EF1698'BUILDING EAST OF THE TOWER, 23.65 M (77.59 FT) SOUTH-SOUTHEAST OF A
 EF1698'WOOD LITTER BARREL POST WITH CENTRAL TOWER CARVED IN IT, 24.14 M
 EF1698'(79.20 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD AND MASONRY
 EF1698'INFORMATION STAND, 0.57 M (1.87 FT) SOUTH OF A CARSONITE WITNESS
 EF1698'POST, AND SET FLUSH WITH THE GROUND.
 EF1698'STATION 40-5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1698'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EF1698'MR. ANDY HUNTER
 EF1698'U.S. FOREST SERVICE
 EF1698'BLACK WARRIOR WORK CENTER
 EF1698'HIGHWAY 33 SOUTH
 EF1698'MOULTON, ALABAMA 35650
 EF1698'PHONE 205-292-3271
 EF1698
 EF1698                          STATION RECOVERY (1992)
 EF1698
 EF1698'RECOVERED 1992
 EF1698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1699 ***********************************************************************
 EF1699  DESIGNATION -  40 7
 EF1699  PID         -  EF1699
 EF1699  STATE/COUNTY-  AL/LAWRENCE
 EF1699  USGS QUAD   -  MASTERSON (1972)
 EF1699
 EF1699                         *CURRENT SURVEY CONTROL
 EF1699  ___________________________________________________________________
 EF1699* NAD 83(1992)-  34 33 40.21010(N)    087 20 58.08201(W)     ADJUSTED  
 EF1699* NAVD 88     -       206.7    (meters)     678.     (feet)  VERTCON   
 EF1699  ___________________________________________________________________
 EF1699  X           -     243,167.056 (meters)                     COMP
 EF1699  Y           -  -5,252,719.782 (meters)                     COMP
 EF1699  Z           -   3,597,984.347 (meters)                     COMP
 EF1699  LAPLACE CORR-          -1.43  (seconds)                    DEFLEC99
 EF1699  ELLIP HEIGHT-         180.20  (meters)          (07/29/02) GPS OBS
 EF1699  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EF1699
 EF1699  HORZ ORDER  -  FIRST
 EF1699  ELLP ORDER  -  FOURTH    CLASS I
 EF1699
 EF1699.The horizontal coordinates were established by GPS observations
 EF1699.and adjusted by the National Geodetic Survey in December 1992..
 EF1699
 EF1699.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1699
 EF1699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1699
 EF1699.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1699
 EF1699.The ellipsoidal height was determined by GPS observations
 EF1699.and is referenced to NAD 83.
 EF1699
 EF1699.The geoid height was determined by GEOID03.
 EF1699
 EF1699;                    North         East     Units Scale Factor Converg.
 EF1699;SPC AL W     -   505,773.727   613,813.906   MT  0.99993568   +0 05 07.4
 EF1699;UTM  16      - 3,824,435.650   467,941.154   MT  0.99961267   -0 11 53.7
 EF1699
 EF1699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1699!SPC AL W     -   0.99997171  x   0.99993568  =   0.99990740
 EF1699!UTM  16      -   0.99997171  x   0.99961267  =   0.99958439
 EF1699
 EF1699                          SUPERSEDED SURVEY CONTROL
 EF1699
 EF1699  ELLIP H (12/04/92)  180.25   (m)                       GP(       ) 4 1
 EF1699  NAD 83(1992)-  34 33 40.21733(N)    087 20 58.07925(W) AD(       ) 1
 EF1699  NGVD 29 (12/04/92)  206.7    (m)          678.     (f) GPS OBS        
 EF1699
 EF1699.Superseded values are not recommended for survey control.
 EF1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1699.See file dsdata.txt to determine how the superseded data were derived.
 EF1699
 EF1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6794124436(NAD 83)
 EF1699_MARKER: DD = SURVEY DISK
 EF1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1699_SP_SET: CONCRETE POST
 EF1699_STAMPING: 40-7 1990
 EF1699_MARK LOGO: ALHD  
 EF1699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1699+STABILITY: SURFACE MOTION
 EF1699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1699+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 EF1699
 EF1699  HISTORY     - Date     Condition        Report By
 EF1699  HISTORY     - 1990     MONUMENTED       ALHD
 EF1699  HISTORY     - 19910725 GOOD             ALHD
 EF1699  HISTORY     - 19920128 GOOD
 EF1699  HISTORY     - 20051113 MARK NOT FOUND   GEOCAC
 EF1699
 EF1699                          STATION DESCRIPTION
 EF1699
 EF1699'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1699'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1699'ALA 157, ABOUT 10.14 KM (6.30 MI) NORTHWEST OF MOULTON AND ABOUT
 EF1699'12.47 KM (7.75 MI) SOUTH - SOUTHWEST OF COURTLAND.
 EF1699'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 157, MILE
 EF1699'POST 34.60 ON ALA 157, IN THE NORTHWEST CORNER OF MOULTON, DRIVE
 EF1699'NORTHWEST ON ALA 157 7.97 KM (4.95 MI) TO MILE POST 39.55 AND THE
 EF1699'STATION ON THE LEFT.
 EF1699'THE STATION IS 18.14 M (59.51 FT) SOUTH OF THE CENTERLINE OF ALA 157,
 EF1699'AND 39.22 M (128.67 FT) WEST - NORTHWEST OF THE NORTHWEST CORNER OF A
 EF1699'SIX FOOT CHAIN LINK FENCE AROUND A WATER PUMP STATION.
 EF1699'STATION 40 - 8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1699
 EF1699                          STATION RECOVERY (1991)
 EF1699
 EF1699'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1699'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1699'ALA 157, ABOUT 10.14 KM (6.30 MI) NORTHWEST OF MOULTON AND ABOUT
 EF1699'12.47 KM (7.75 MI) SOUTH-SOUTHWEST OF COURTLAND.
 EF1699'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 157, (MILE
 EF1699'POST 34.60 ON ALA 157) IN THE NORTHWEST CORNER OF MOULTON, DRIVE
 EF1699'NORTHWEST ON ALA 157 FOR 7.97 KM (4.95 MI) TO MILE POST 39.55 AND THE
 EF1699'STATION ON THE LEFT.
 EF1699'THE STATION IS 18.14 M (59.51 FT) SOUTH OF THE CENTERLINE OF ALA 157,
 EF1699'AND 39.22 M (128.67 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 EF1699'SIX FOOT CHAIN LINK FENCE AROUND A WATER PUMP STATION.
 EF1699'STATION 40-8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1699
 EF1699                          STATION RECOVERY (1992)
 EF1699
 EF1699'RECOVERED 1992
 EF1699'RECOVERED IN GOOD CONDITION.
 EF1699
 EF1699                          STATION RECOVERY (2005)
 EF1699
 EF1699'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1699'WITNESS POST IS GONE AND THE DISTANCE WAS TO GREAT TO GET AN ACCURATE
 EF1699'READ. GRASS IS
 EF1699'EXTREMELY THICK AND HAS BEEN CUT MANY TIMES. I USED A METAL DETECTOR
 EF1699'WAND BUT HAD NO
 EF1699'SUCCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1700 ***********************************************************************
 EF1700  DESIGNATION -  40 8
 EF1700  PID         -  EF1700
 EF1700  STATE/COUNTY-  AL/LAWRENCE
 EF1700  USGS QUAD   -  MASTERSON (1972)
 EF1700
 EF1700                         *CURRENT SURVEY CONTROL
 EF1700  ___________________________________________________________________
 EF1700* NAD 83(1992)-  34 33 32.27696(N)    087 20 27.47258(W)     ADJUSTED  
 EF1700* NAVD 88     -       200.2    (meters)     657.     (feet)  VERTCON   
 EF1700  ___________________________________________________________________
 EF1700  X           -     243,952.736 (meters)                     COMP
 EF1700  Y           -  -5,252,816.835 (meters)                     COMP
 EF1700  Z           -   3,597,779.347 (meters)                     COMP
 EF1700  LAPLACE CORR-          -1.53  (seconds)                    DEFLEC99
 EF1700  ELLIP HEIGHT-         173.72  (meters)          (07/29/02) GPS OBS
 EF1700  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 EF1700
 EF1700  HORZ ORDER  -  FIRST
 EF1700  ELLP ORDER  -  FOURTH    CLASS I
 EF1700
 EF1700.The horizontal coordinates were established by GPS observations
 EF1700.and adjusted by the National Geodetic Survey in December 1992..
 EF1700
 EF1700.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1700
 EF1700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1700
 EF1700.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1700
 EF1700.The ellipsoidal height was determined by GPS observations
 EF1700.and is referenced to NAD 83.
 EF1700
 EF1700.The geoid height was determined by GEOID03.
 EF1700
 EF1700;                    North         East     Units Scale Factor Converg.
 EF1700;SPC AL W     -   505,530.482   614,594.550   MT  0.99993596   +0 05 24.8
 EF1700;UTM  16      - 3,824,188.623   468,720.332   MT  0.99961206   -0 11 36.3
 EF1700
 EF1700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1700!SPC AL W     -   0.99997273  x   0.99993596  =   0.99990869
 EF1700!UTM  16      -   0.99997273  x   0.99961206  =   0.99958480
 EF1700
 EF1700                          SUPERSEDED SURVEY CONTROL
 EF1700
 EF1700  ELLIP H (12/04/92)  173.76   (m)                       GP(       ) 4 1
 EF1700  NAD 83(1992)-  34 33 32.28422(N)    087 20 27.46980(W) AD(       ) 1
 EF1700  NGVD 29 (12/04/92)  200.2    (m)          657.     (f) GPS OBS        
 EF1700
 EF1700.Superseded values are not recommended for survey control.
 EF1700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1700.See file dsdata.txt to determine how the superseded data were derived.
 EF1700
 EF1700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6872024189(NAD 83)
 EF1700_MARKER: DD = SURVEY DISK
 EF1700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1700_SP_SET: CONCRETE POST
 EF1700_STAMPING: 40 - 8 1990
 EF1700_MARK LOGO: ALHD  
 EF1700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1700+STABILITY: SURFACE MOTION
 EF1700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1700+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1700
 EF1700  HISTORY     - Date     Condition        Report By
 EF1700  HISTORY     - 1990     MONUMENTED       ALHD
 EF1700
 EF1700                          STATION DESCRIPTION
 EF1700
 EF1700'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1700'THE STATION IS LOCATED IN LAWRENCE COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1700'ALA 157, ABOUT 9.58 KM (5.95 MI) NORTHWEST OF MOULTON AND ABOUT 12.47
 EF1700'KM (7.75 MI) SOUTH - SOUTHWEST OF COURTLAND.
 EF1700'TO REACH THE STATION FROM THE JUNCTION OF ALA 33 AND ALA 157, MILE
 EF1700'POST 34.60 ON ALA 157, IN THE NORTHWEST CORNER OF MOULTON, DRIVE
 EF1700'NORTHWEST ON ALA 157 7.16 KM (4.45 MI) TO MILE POST 39.05, LAWRENCE
 EF1700'COUNTY ROAD NO. 242, AND THE STATION ON THE LEFT.
 EF1700'THE STATION IS 12.34 M (40.49 FT) WEST - SOUTHWEST OF THE SOUTH END OF
 EF1700'A 36 INCH BCCM PIPE UNDER ALA 157, 15.27 M (50.10 FT) EAST -
 EF1700'NORTHEAST OF A WATER VALVE WARNING SIGN, 16.03 M (52.59 FT) EAST -
 EF1700'NORTHEAST OF A WATER VALVE, 19.51 M (64.01 FT) SOUTH OF THE
 EF1700'CENTERLINE OF ALA 157, AND 26.37 M (86.52 FT) NORTHEAST OF THE CENTER
 EF1700'OF LAWRENCE COUNTY ROAD NO. 242.
 EF1700'STATION 40 - 7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1701 ***********************************************************************
 EF1701  DESIGNATION -  40 9
 EF1701  PID         -  EF1701
 EF1701  STATE/COUNTY-  AL/LAWRENCE
 EF1701  USGS QUAD   -  COURTLAND (1974)
 EF1701
 EF1701                         *CURRENT SURVEY CONTROL
 EF1701  ___________________________________________________________________
 EF1701* NAD 83(1992)-  34 39 45.75049(N)    087 20 28.77574(W)     ADJUSTED  
 EF1701* NAVD 88     -       174.8    (meters)     573.     (feet)  VERTCON   
 EF1701  ___________________________________________________________________
 EF1701  X           -     243,615.347 (meters)                     COMP
 EF1701  Y           -  -5,246,267.371 (meters)                     COMP
 EF1701  Z           -   3,607,236.905 (meters)                     COMP
 EF1701  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 EF1701  ELLIP HEIGHT-         148.13  (meters)          (07/29/02) GPS OBS
 EF1701  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EF1701
 EF1701  HORZ ORDER  -  FIRST
 EF1701  ELLP ORDER  -  FOURTH    CLASS I
 EF1701
 EF1701.This mark is at Industrial Airpark  (9A4)
 EF1701
 EF1701.The horizontal coordinates were established by GPS observations
 EF1701.and adjusted by the National Geodetic Survey in December 1992..
 EF1701
 EF1701.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1701
 EF1701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1701
 EF1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1701
 EF1701.The ellipsoidal height was determined by GPS observations
 EF1701.and is referenced to NAD 83.
 EF1701
 EF1701.The geoid height was determined by GEOID03.
 EF1701
 EF1701;                    North         East     Units Scale Factor Converg.
 EF1701;SPC AL W     -   517,038.210   614,543.229   MT  0.99993594   +0 05 24.9
 EF1701;UTM  16      - 3,835,692.737   468,726.050   MT  0.99961205   -0 11 38.9
 EF1701
 EF1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1701!SPC AL W     -   0.99997675  x   0.99993594  =   0.99991269
 EF1701!UTM  16      -   0.99997675  x   0.99961205  =   0.99958881
 EF1701
 EF1701                          SUPERSEDED SURVEY CONTROL
 EF1701
 EF1701  ELLIP H (12/04/92)  148.19   (m)                       GP(       ) 4 1
 EF1701  NAD 83(1992)-  34 39 45.75751(N)    087 20 28.77280(W) AD(       ) 1
 EF1701  NGVD 29 (12/04/92)  174.8    (m)          573.     (f) GPS OBS        
 EF1701
 EF1701.Superseded values are not recommended for survey control.
 EF1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1701.See file dsdata.txt to determine how the superseded data were derived.
 EF1701
 EF1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6872635693(NAD 83)
 EF1701_MARKER: DD = SURVEY DISK
 EF1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1701_SP_SET: CONCRETE POST
 EF1701_STAMPING: 40 - 9 1990
 EF1701_MARK LOGO: ALHD  
 EF1701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1701+STABILITY: SURFACE MOTION
 EF1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1701+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2004
 EF1701
 EF1701  HISTORY     - Date     Condition        Report By
 EF1701  HISTORY     - 1990     MONUMENTED       ALHD
 EF1701  HISTORY     - 20040324 GOOD             ALHD
 EF1701
 EF1701                          STATION DESCRIPTION
 EF1701
 EF1701'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1701'THE STATION IS LOCATED IN LAWRENCE COUNTY ON PROPERTY OWNED BY THE
 EF1701'INDUSTRIAL AIR PARK, ABOUT 3.06 KM (1.90 MI) WEST - SOUTHWEST OF
 EF1701'COURTLAND AND ABOUT 6.20 KM (3.85 MI) EAST - SOUTHEAST OF TOWN CREEK.
 EF1701'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 ALTERNATE, ALA 20,
 EF1701'AND LAWRENCE COUNTY ROAD NO. 585 AT A LARGE INDUSTRIAL AIR PARK SIGN,
 EF1701'MILE POST 45.55 ON ALA 20, DRIVE SOUTH ON LAWRENCE COUNTY ROAD NO.
 EF1701'585 1.37 KM (0.85 MI) TO THE PAVED ENTRANCE TO THE INDUSTRIAL PARK ON
 EF1701'THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND DRIVE EASTERLY 2.41 KM
 EF1701'(1.50 MI) TO A PAVED CROSS ROAD, TURN RIGHT ON THE PAVED ROAD AND
 EF1701'DRIVE SOUTHWEST 0.24 KM (0.15 MI) TO THE STATION IN A CIRCULAR
 EF1701'GRASSED AREA IN THE INTERSECTION OF FIVE STREETS.
 EF1701'THE STATION IS LOCATED IN A CIRCULAR GRASSED AREA IN THE INTERSECTION
 EF1701'OF FIVE STREETS, 13.41 M (44.00 FT) NORTHEAST OF THE CENTER OF THE
 EF1701'STREET ON THE SOUTH SIDE, 16.46 M (54.00 FT) SOUTH - SOUTHWEST OF THE
 EF1701'EDGE OF PAVEMENT ON THE NORTH SIDE, 17.40 M (57.09 FT) SOUTH -
 EF1701'SOUTHEAST OF THE CENTERLINE OF THE STREET ON THE WEST SIDE, 19.57 M
 EF1701'(64.21 FT) WEST OF THE CENTERLINE OF THE STREET ON THE EAST SIDE,
 EF1701'30.30 M (99.41 FT) NORTH - NORTHEAST OF A GAS LINE WARNING SIGN,
 EF1701'37.43 M (122.80 FT) EAST - NORTHEAST OF A POWER POLE, AND 46.97 M
 EF1701'(154.10 FT) EAST OF TELEPHONE CABLE PEDESTAL NO. 24.
 EF1701'BENCH MARK B 182 1945 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1701
 EF1701                          STATION RECOVERY (2004)
 EF1701
 EF1701'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0015 ***********************************************************************
 BH0015  DESIGNATION -  403
 BH0015  PID         -  BH0015
 BH0015  STATE/COUNTY-  AL/MOBILE
 BH0015  USGS QUAD   -  KUSHLA (1982)
 BH0015
 BH0015                         *CURRENT SURVEY CONTROL
 BH0015  ___________________________________________________________________
 BH0015* NAD 83(1986)-  30 51 22.     (N)    088 10 53.     (W)     SCALED    
 BH0015* NAVD 88     -        12.709  (meters)      41.70   (feet)  POSTED    
 BH0015  ___________________________________________________________________
 BH0015  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BH0015  DYNAMIC HT  -          12.690 (meters)      41.63  (feet)  COMP
 BH0015  MODELED GRAV-     979,351.4   (mgal)                       NAVD 88
 BH0015
 BH0015  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0015
 BH0015.The horizontal coordinates were scaled from a topographic map and have
 BH0015.an estimated accuracy of +/- 6 seconds.
 BH0015
 BH0015.The orthometric height was determined by differential leveling
 BH0015.and adjusted by the National Geodetic Survey in 1992..
 BH0015.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0015.rate of 0.0 thru 1.0 mm/km.
 BH0015
 BH0015.The geoid height was determined by GEOID03.
 BH0015
 BH0015.The dynamic height is computed by dividing the NAVD 88
 BH0015.geopotential number by the normal gravity value computed on the
 BH0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0015.degrees latitude (g = 980.6199 gals.).
 BH0015
 BH0015.The modeled gravity was interpolated from observed gravity values.
 BH0015
 BH0015;                    North         East    Units  Estimated Accuracy
 BH0015;SPC AL W     -    95,100.      534,830.      MT  (+/- 180 meters Scaled)
 BH0015
 BH0015                          SUPERSEDED SURVEY CONTROL
 BH0015
 BH0015  NGVD 29 (??/??/??)   12.737  (m)           41.79   (f) ADJUSTED    1 2
 BH0015
 BH0015.Superseded values are not recommended for survey control.
 BH0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0015.See file dsdata.txt to determine how the superseded data were derived.
 BH0015
 BH0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV870142(NAD 83)
 BH0015_MARKER: DD = SURVEY DISK
 BH0015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0015_STAMPING: 403 1940
 BH0015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0015+STABILITY: SURFACE MOTION
 BH0015
 BH0015  HISTORY     - Date     Condition        Report By
 BH0015  HISTORY     - 1940     MONUMENTED       ALGS
 BH0015  HISTORY     - 1940     GOOD             CGS
 BH0015
 BH0015                          STATION DESCRIPTION
 BH0015
 BH0015'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BH0015'IN OAK GROVE.
 BH0015'AT OAK GROVE, ALONG THE GULF, MOBILE AND OHIO RAILROAD, ABOUT 350 FEET
 BH0015'SOUTH OF THE CROSSING OF TRACK AND OLD U.S. HIGHWAY NO. 45, 21 FEET
 BH0015'EAST OF CENTERLINE OF ROAD, 150 FEET WEST OF CENTER-LINE OF TRACK, 5
 BH0015'FEET SOUTH OF A PINE TREE MARKED WITH A TRIANGULAR BLAZE, 1 FOOT NORTH
 BH0015'OF A WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD ALABAMA GEODETIC
 BH0015'SURVEY DISK STAMPED 403 1940 AND SET IN THE TOP OF A CONCRETE POST 0.5
 BH0015'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0016 ***********************************************************************
 BH0016  DESIGNATION -  404
 BH0016  PID         -  BH0016
 BH0016  STATE/COUNTY-  AL/MOBILE
 BH0016  USGS QUAD   -  KUSHLA (1982)
 BH0016
 BH0016                         *CURRENT SURVEY CONTROL
 BH0016  ___________________________________________________________________
 BH0016* NAD 83(1986)-  30 51 29.     (N)    088 10 54.     (W)     SCALED    
 BH0016* NAVD 88     -        13.581  (meters)      44.56   (feet)  POSTED    
 BH0016  ___________________________________________________________________
 BH0016  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BH0016  DYNAMIC HT  -          13.560 (meters)      44.49  (feet)  COMP
 BH0016  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 BH0016
 BH0016  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0016
 BH0016.The horizontal coordinates were scaled from a topographic map and have
 BH0016.an estimated accuracy of +/- 6 seconds.
 BH0016
 BH0016.The orthometric height was determined by differential leveling
 BH0016.and adjusted by the National Geodetic Survey in 1992..
 BH0016.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0016.rate of 0.0 thru 1.0 mm/km.
 BH0016
 BH0016.The geoid height was determined by GEOID03.
 BH0016
 BH0016.The dynamic height is computed by dividing the NAVD 88
 BH0016.geopotential number by the normal gravity value computed on the
 BH0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0016.degrees latitude (g = 980.6199 gals.).
 BH0016
 BH0016.The modeled gravity was interpolated from observed gravity values.
 BH0016
 BH0016;                    North         East    Units  Estimated Accuracy
 BH0016;SPC AL W     -    95,320.      534,810.      MT  (+/- 180 meters Scaled)
 BH0016
 BH0016                          SUPERSEDED SURVEY CONTROL
 BH0016
 BH0016  NGVD 29 (??/??/??)   13.610  (m)           44.65   (f) ADJUSTED    1 2
 BH0016
 BH0016.Superseded values are not recommended for survey control.
 BH0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0016.See file dsdata.txt to determine how the superseded data were derived.
 BH0016
 BH0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV870144(NAD 83)
 BH0016_MARKER: DD = SURVEY DISK
 BH0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0016_STAMPING: 404 1940
 BH0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0016+STABILITY: SURFACE MOTION
 BH0016
 BH0016  HISTORY     - Date     Condition        Report By
 BH0016  HISTORY     - 1940     MONUMENTED       ALGS
 BH0016  HISTORY     - 1940     GOOD             CGS
 BH0016
 BH0016                          STATION DESCRIPTION
 BH0016
 BH0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BH0016'IN OAK GROVE.
 BH0016'AT OAK GROVE, ALONG THE GULF, MOBILE AND OHIO RAILROAD, ABOUT 600 FEET
 BH0016'SOUTH-EAST OF MILE-POST NO. 14, 52 FEET SOUTH-WEST OF CROSSING OF ROAD
 BH0016'AND TRACK, 46.5 FEET WEST OF CENTER-LINE OF MAIN TRACK, 11 FEET
 BH0016'SOUTH-EAST OF CENTER-LINE OF ROAD, 21 FEET SOUTH-WEST OF CROSSING
 BH0016'SIGN, 1 FOOT EAST OF WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD
 BH0016'ALABAMA GEODETIC SURVEY DISK STAMPED 404 1940 AND SET IN THE TOP OF A
 BH0016'CONCRETE POST 0.6 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0693 ***********************************************************************
 EF0693  DESIGNATION -  41
 EF0693  PID         -  EF0693
 EF0693  STATE/COUNTY-  AL/MADISON
 EF0693  USGS QUAD   -  FARLEY (1982)
 EF0693
 EF0693                         *CURRENT SURVEY CONTROL
 EF0693  ___________________________________________________________________
 EF0693* NAD 83(1986)-  34 34 38.     (N)    086 33 58.     (W)     SCALED    
 EF0693* NAVD 88     -       177.757  (meters)     583.19   (feet)  ADJUSTED  
 EF0693  ___________________________________________________________________
 EF0693  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EF0693  DYNAMIC HT  -         177.575 (meters)     582.59  (feet)  COMP
 EF0693  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 EF0693
 EF0693  VERT ORDER  -  FIRST     CLASS II
 EF0693
 EF0693.The horizontal coordinates were scaled from a topographic map and have
 EF0693.an estimated accuracy of +/- 6 seconds.
 EF0693
 EF0693.The orthometric height was determined by differential leveling
 EF0693.and adjusted by the National Geodetic Survey in June 1991..
 EF0693
 EF0693.The geoid height was determined by GEOID03.
 EF0693
 EF0693.The dynamic height is computed by dividing the NAVD 88
 EF0693.geopotential number by the normal gravity value computed on the
 EF0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0693.degrees latitude (g = 980.6199 gals.).
 EF0693
 EF0693.The modeled gravity was interpolated from observed gravity values.
 EF0693
 EF0693;                    North         East    Units  Estimated Accuracy
 EF0693;SPC AL E     -   452,380.      132,770.      MT  (+/- 180 meters Scaled)
 EF0693
 EF0693                          SUPERSEDED SURVEY CONTROL
 EF0693
 EF0693  NGVD 29 (??/??/92)  177.727  (m)          583.09   (f) ADJ UNCH    1 2
 EF0693
 EF0693.Superseded values are not recommended for survey control.
 EF0693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0693.See file dsdata.txt to determine how the superseded data were derived.
 EF0693
 EF0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED397262(NAD 83)
 EF0693_MARKER: DD = SURVEY DISK
 EF0693_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0693_SP_SET: PIER
 EF0693_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0693
 EF0693  HISTORY     - Date     Condition        Report By
 EF0693  HISTORY     - UNK      MONUMENTED       USE
 EF0693  HISTORY     - 1933     GOOD             NGS
 EF0693  HISTORY     - 1934     GOOD             NGS
 EF0693
 EF0693                          STATION DESCRIPTION
 EF0693
 EF0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0693'25 MI NW FROM GUNTERSVILLE.
 EF0693'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 130 3/4.
 EF0693'SET IN THE FIRST PIER DOWNSTREAM SIDE OF CLEMENT C. CLAY HIGHWAY AT
 EF0693'WHITESBURG, ALA.
 EF0693
 EF0693                          STATION RECOVERY (1934)
 EF0693
 EF0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF0693'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2370 ***********************************************************************
 CM2370  DESIGNATION -  41 1
 CM2370  PID         -  CM2370
 CM2370  STATE/COUNTY-  AL/LEE
 CM2370  USGS QUAD   -  SMITHS STATION (1983)
 CM2370
 CM2370                         *CURRENT SURVEY CONTROL
 CM2370  ___________________________________________________________________
 CM2370* NAD 83(1992)-  32 31 12.54565(N)    085 04 37.67052(W)     ADJUSTED  
 CM2370* NAVD 88     -       137.29   (meters)     450.4    (feet)  N HEIGHT  
 CM2370  ___________________________________________________________________
 CM2370  X           -     461,971.158 (meters)                     COMP
 CM2370  Y           -  -5,363,504.488 (meters)                     COMP
 CM2370  Z           -   3,409,266.593 (meters)                     COMP
 CM2370  LAPLACE CORR-           2.77  (seconds)                    DEFLEC99
 CM2370  ELLIP HEIGHT-         109.54  (meters)          (07/29/02) GPS OBS
 CM2370  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CM2370  DYNAMIC HT  -         137.13  (meters)     449.9   (feet)  COMP
 CM2370  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 CM2370
 CM2370  HORZ ORDER  -  FIRST
 CM2370  VERT ORDER  -  THIRD
 CM2370  ELLP ORDER  -  FOURTH    CLASS I
 CM2370
 CM2370.The horizontal coordinates were established by GPS observations
 CM2370.and adjusted by the National Geodetic Survey in September 1997..
 CM2370
 CM2370.The orthometric height was determined by differential leveling
 CM2370.and adjusted by the National Geodetic Survey in September 1998..
 CM2370.The height was determined by precise leveling from only one NSRS
 CM2370.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CM2370.allowed ONLY to validate the GPS-derived height.
 CM2370
 CM2370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2370
 CM2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2370
 CM2370.The ellipsoidal height was determined by GPS observations
 CM2370.and is referenced to NAD 83.
 CM2370
 CM2370.The geoid height was determined by GEOID03.
 CM2370
 CM2370.The dynamic height is computed by dividing the NAVD 88
 CM2370.geopotential number by the normal gravity value computed on the
 CM2370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM2370.degrees latitude (g = 980.6199 gals.).
 CM2370
 CM2370.The modeled gravity was interpolated from observed gravity values.
 CM2370
 CM2370;                    North         East     Units Scale Factor Converg.
 CM2370;SPC AL E     -   224,234.126   271,047.657   MT  1.00002222   +0 24 23.6
 CM2370;SPC GA W     -   279,756.792   614,463.648   MT  0.99999019   -0 29 22.2
 CM2370;SPC GA W     -   917,835.41  2,015,952.82   sFT  0.99999019   -0 29 22.2
 CM2370;UTM  16      - 3,599,722.567   680,606.872   MT  1.00000224   +1 02 02.4
 CM2370
 CM2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2370!SPC AL E     -   0.99998280  x   1.00002222  =   1.00000502
 CM2370!SPC GA W     -   0.99998280  x   0.99999019  =   0.99997299
 CM2370!UTM  16      -   0.99998280  x   1.00000224  =   0.99998504
 CM2370
 CM2370                          SUPERSEDED SURVEY CONTROL
 CM2370
 CM2370  NAD 83(1992)-  32 31 12.54464(N)    085 04 37.67280(W) AD(       ) 1
 CM2370  NAD 83(1986)-  32 31 12.54537(N)    085 04 37.67000(W) AD(       ) 1
 CM2370  NGVD 29 (??/??/??)  137.30   (m)          450.5    (f) N HEIGHT    3  
 CM2370
 CM2370.Superseded values are not recommended for survey control.
 CM2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2370.See file dsdata.txt to determine how the superseded data were derived.
 CM2370
 CM2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8060799723(NAD 83)
 CM2370_MARKER: DD = SURVEY DISK
 CM2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2370_SP_SET: CONCRETE POST
 CM2370_STAMPING: 41-1 1989
 CM2370_MARK LOGO: ALHD  
 CM2370_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2370+STABILITY: SURFACE MOTION
 CM2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2370+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 CM2370
 CM2370  HISTORY     - Date     Condition        Report By
 CM2370  HISTORY     - 1989     MONUMENTED       ALHD
 CM2370  HISTORY     - 18980815 GOOD             ALHD
 CM2370  HISTORY     - 19910619 GOOD             ALHD
 CM2370  HISTORY     - 19920319 GOOD             ALHD
 CM2370  HISTORY     - 20031016 GOOD             INDIV
 CM2370
 CM2370                          STATION DESCRIPTION
 CM2370
 CM2370'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2370'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 CM2370'LEE COUNTY ROAD NO. 427, ABOUT 32.19 KM (20.00 MI) EAST-SOUTHEAST OF
 CM2370'OPELIKA AND ABOUT 9.17 KM (5.70 MI) 3.54 KM (2.20 MI) NORTHWEST OF
 CM2370'PHENIX CITY.
 CM2370'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 280, 431, AND
 CM2370'RUSSELL COUNTY ROAD NO. 427 ON THE NORTH SIDE OF PHENIX CITY, GO
 CM2370'NORTHWEST ON RUSSELL COUNTY ROAD NO. 427 FOR 3.54 KM (2.20 MI) TO THE
 CM2370'RUSSELL-LEE COUNTY LINE, CONTINUE NORTHWEST ON LEE COUNTY ROAD NO. 427
 CM2370'FOR 2.41 KM (1.50 MI) TO THE STATION ON THE RIGHT BETWEEN THE RAILROAD
 CM2370'AND LEE COUNTY ROAD NO. 427.
 CM2370'THE STATION IS 12.19 M (40.0 FT) NORTHEAST OF THE CENTERLINE OF LEE
 CM2370'COUNTY ROAD NO. 427, 15.27 M (50.1 FT) SOUTHWEST OF THE OF THE
 CM2370'SOUTHWEST RAIL OF THE RAILROAD, 22.07 M (72.4 FT) SOUTHEAST OF
 CM2370'TELEPHONE CABLE POLE NO.80 1/3, 6.43 M (21.1 FT) NORTHWEST OF
 CM2370'TELEPHONE CABLE PEDISTAL NO. P 80 1/4, 21.43 M (70.3 FT) NORTHWEST OF
 CM2370'A POWER LINE GUY POLE, 1.06 M (3.5 FT) WEST OF A CARSONITE WITNESS
 CM2370'POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH WITH THE
 CM2370'GROUND, AND SET FLUSH WITH THE GROUND.
 CM2370'STATION 41 - 2 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2370
 CM2370                          STATION RECOVERY (1898)
 CM2370
 CM2370'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1898
 CM2370'RECOVERED IN GOOD CONDITION.
 CM2370
 CM2370                          STATION RECOVERY (1991)
 CM2370
 CM2370'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2370'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 CM2370'LEE COUNTY ROAD NO. 430, ABOUT 32.19 KM (20.00 MI) EAST-SOUTHEAST OF
 CM2370'OPELIKA AND ABOUT 9.17 KM (5.70 MI) 3.54 KM (2.20 MI) NORTHWEST OF
 CM2370'PHENIX CITY.
 CM2370'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 280, 431, AND
 CM2370'RUSSELL COUNTY ROAD NO. 427 ON THE NORTH SIDE OF PHENIX CITY, GO
 CM2370'NORTHWEST ON RUSSELL COUNTY ROAD NO. 427 FOR 3.54 KM (2.20 MI) TO THE
 CM2370'RUSSELL-LEE COUNTY LINE, CONTINUE NORTHWEST ON LEE COUNTY ROAD NO.
 CM2370'430 FOR 2.41 KM (1.50 MI) TO THE STATION ON THE RIGHT BETWEEN THE
 CM2370'RAILROAD AND LEE COUNTY ROAD NO. 430.
 CM2370'THE STATION IS 12.19 M (39.99 FT) NORTHEAST OF THE CENTERLINE OF LEE
 CM2370'COUNTY ROAD NO. 430, 15.27 M (50.10 FT) SOUTHWEST OF THE OF THE
 CM2370'SOUTHWEST RAIL OF THE RAILROAD, 22.07 M (72.41 FT) SOUTHEAST OF
 CM2370'TELEPHONE CABLE POLE NO.80 1/3, 6.43 M (21.10 FT) NORTHWEST OF
 CM2370'TELEPHONE CABLE PEDISTAL NO. P 80 1/4, 21.43 M (70.31 FT) NORTHWEST
 CM2370'OF A POWER LINE GUY POLE, 1.06 M (3.48 FT) WEST OF A CARSONITE
 CM2370'WITNESS POST, 0.30 M (0.98 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH
 CM2370'WITH THE GROUND, AND SET FLUSH WITH THE GROUND.
 CM2370'STATION 41-2 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2370
 CM2370                          STATION RECOVERY (1992)
 CM2370
 CM2370'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2370'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 CM2370'LEE COUNTY ROAD NO. 430, ABOUT 32.19 KM (20.00 MI) EAST-SOUTHEAST OF
 CM2370'OPELIKA AND ABOUT 9.17 KM (5.70 MI) 3.54 KM (2.20 MI) NORTHWEST OF
 CM2370'PHENIX CITY.
 CM2370'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 280, 431, AND
 CM2370'RUSSELL COUNTY ROAD NO. 427 ON THE NORTH SIDE OF PHENIX CITY, GO
 CM2370'NORTHWEST ON RUSSELL COUNTY ROAD NO. 427 FOR 3.54 KM (2.20 MI) TO THE
 CM2370'RUSSELL-LEE COUNTY LINE, CONTINUE NORTHWEST ON LEE COUNTY ROAD NO.
 CM2370'430 FOR 2.41 KM (1.50 MI) TO THE STATION ON THE RIGHT BETWEEN THE
 CM2370'RAILROAD AND LEE COUNTY ROAD NO. 430.
 CM2370'THE STATION IS 12.19 M (39.99 FT) NORTHEAST OF THE CENTERLINE OF LEE
 CM2370'COUNTY ROAD NO. 430, 15.27 M (50.10 FT) SOUTHWEST OF THE OF THE
 CM2370'SOUTHWEST RAIL OF THE RAILROAD, 22.07 M (72.41 FT) SOUTHEAST OF
 CM2370'TELEPHONE CABLE POLE NO.80 1/3, 6.43 M (21.10 FT) NORTHWEST OF
 CM2370'TELEPHONE CABLE PEDISTAL NO. P 80 1/4, 21.43 M (70.31 FT) NORTHWEST
 CM2370'OF A POWER LINE GUY POLE, 1.06 M (3.48 FT) WEST OF A CARSONITE
 CM2370'WITNESS POST, 0.30 M (0.98 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH
 CM2370'WITH THE GROUND, AND SET FLUSH WITH THE GROUND.
 CM2370'STATION 41-2 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2370
 CM2370                          STATION RECOVERY (2003)
 CM2370
 CM2370'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 CM2370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2448 ***********************************************************************
 CM2448  DESIGNATION -  41 10
 CM2448  PID         -  CM2448
 CM2448  STATE/COUNTY-  AL/LEE
 CM2448  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM2448
 CM2448                         *CURRENT SURVEY CONTROL
 CM2448  ___________________________________________________________________
 CM2448* NAD 83(1992)-  32 30 17.49655(N)    085 18 50.57375(W)     ADJUSTED  
 CM2448* NAVD 88     -       203.6    (meters)     668.     (feet)  GPS OBS   
 CM2448  ___________________________________________________________________
 CM2448  X           -     439,868.232 (meters)                     COMP
 CM2448  Y           -  -5,366,332.735 (meters)                     COMP
 CM2448  Z           -   3,407,872.033 (meters)                     COMP
 CM2448  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CM2448  ELLIP HEIGHT-         175.51  (meters)          (07/29/02) GPS OBS
 CM2448  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CM2448
 CM2448  HORZ ORDER  -  FIRST
 CM2448  ELLP ORDER  -  FOURTH    CLASS I
 CM2448
 CM2448.The horizontal coordinates were established by GPS observations
 CM2448.and adjusted by the National Geodetic Survey in September 1993..
 CM2448
 CM2448.The orthometric height was determined by GPS observations and a
 CM2448.high-resolution geoid model.
 CM2448
 CM2448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2448
 CM2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2448
 CM2448.The ellipsoidal height was determined by GPS observations
 CM2448.and is referenced to NAD 83.
 CM2448
 CM2448.The geoid height was determined by GEOID03.
 CM2448
 CM2448;                    North         East     Units Scale Factor Converg.
 CM2448;SPC AL E     -   222,405.207   248,796.436   MT  0.99998935   +0 16 44.6
 CM2448;UTM  16      - 3,597,650.255   658,378.119   MT  0.99990932   +0 54 22.2
 CM2448
 CM2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2448!SPC AL E     -   0.99997244  x   0.99998935  =   0.99996179
 CM2448!UTM  16      -   0.99997244  x   0.99990932  =   0.99988177
 CM2448
 CM2448                          SUPERSEDED SURVEY CONTROL
 CM2448
 CM2448  ELLIP H (09/27/93)  175.59   (m)                       GP(       ) 4 1
 CM2448
 CM2448.Superseded values are not recommended for survey control.
 CM2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2448.See file dsdata.txt to determine how the superseded data were derived.
 CM2448
 CM2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5837897650(NAD 83)
 CM2448_MARKER: DD = SURVEY DISK
 CM2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2448_SP_SET: CONCRETE POST
 CM2448_STAMPING: 41-10 1992
 CM2448_MARK LOGO: ALHD  
 CM2448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2448+STABILITY: SURFACE MOTION
 CM2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2448+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2448
 CM2448  HISTORY     - Date     Condition        Report By
 CM2448  HISTORY     - 1992     MONUMENTED       ALHD
 CM2448
 CM2448                          STATION DESCRIPTION
 CM2448
 CM2448'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2448'THE STATION IS LOCATED IN LEE COUNTY ON THE EAST RIGHT OF WAY OF LEE
 CM2448'COUNTY ROAD NO. 165, ABOUT 5.50 MI (8.85 KM) NORTH-NORTHWEST OF
 CM2448'MARVYN AND ABOUT 10.65 MI (17.14 KM) SOUTH-SOUTHEAST OF OPELIKA.
 CM2448'TO REACH THE STATION FROM THE JUNCTION OF ALA 169 AND ALA 51 (MILEPOST
 CM2448'27.20 ON ALA 169 AND MILEPOST 114.10 ON ALA 51) IN SOUTH OPELIKA,
 CM2448'DRIVE SOUTHEAST ON ALA 169 FOR 3.25 MI (5.23 KM) TO MILEPOST 23.95
 CM2448'AND LEE COUNTY ROAD NO. 166 ON THE RIGHT, TURN RIGHT ON LEE COUNTY
 CM2448'ROAD NO. 166 AND DRIVE SOUTH FOR 2.00 MI (3.22 KM) TO A FOUR WAY STOP
 CM2448'AND CAUTION LIGHT AT PACKERS CROSSROADS WITH LEE COUNTY ROAD NO. 146
 CM2448'LEFT AND RIGHT AND LEE COUNTY ROAD NO. 166 STRAIGHT AHEAD, CONTINUE
 CM2448'SOUTH ON LEE COUNTY ROAD NO. 166 FOR 1.30 MI (2.09 KM) TO A
 CM2448'T-INTERSECTION WITH LEE COUNTY ROAD NO. 400 RIGHT AND LEE COUNTY ROAD
 CM2448'NO. 166 LEFT, BEAR LEFT ON LEE COUNTY ROAD NO. 166 AND DRIVE
 CM2448'SOUTHERLY FOR 1.05 MI (1.69 KM) TO A Y-INTERSECTION WITH LEE COUNTY
 CM2448'ROAD NO. 401 LEFT AND LEE COUNTY ROAD NO. 166 RIGHT, BEAR LEFT ON LEE
 CM2448'COUNTY ROAD NO. 401 AND DRIVE SOUTH FOR 1.35 MI (2.17 KM) TO A
 CM2448'Y-INTERSECTION WITH LEE COUNTY ROAD NO. 401 LEFT AND LEE COUNTY ROAD
 CM2448'NO. 165 RIGHT, BEAR RIGHT ON LEE COUNTY ROAD NO. 165 AND DRIVE SOUTH
 CM2448'FOR 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT.
 CM2448'THE STATION IS 33.1 FT (10.1 M) EAST OF THE CENTERLINE OF LEE COUNTY
 CM2448'ROAD NO. 165, 88.3 FT (26.9 M) EAST-SOUTHEAST OF A JUNCTION POWER
 CM2448'POLE ACROSS LEE COUNTY ROAD NO. 165, 2.1 FT (0.6 M) WEST OF A
 CM2448'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2448'STATION 41-11 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2449 ***********************************************************************
 CM2449  DESIGNATION -  41 11
 CM2449  PID         -  CM2449
 CM2449  STATE/COUNTY-  AL/LEE
 CM2449  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM2449
 CM2449                         *CURRENT SURVEY CONTROL
 CM2449  ___________________________________________________________________
 CM2449* NAD 83(1992)-  32 30 40.25381(N)    085 18 50.67170(W)     ADJUSTED  
 CM2449* NAVD 88     -       211.3    (meters)     693.     (feet)  GPS OBS   
 CM2449  ___________________________________________________________________
 CM2449  X           -     439,835.441 (meters)                     COMP
 CM2449  Y           -  -5,365,963.981 (meters)                     COMP
 CM2449  Z           -   3,408,467.410 (meters)                     COMP
 CM2449  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 CM2449  ELLIP HEIGHT-         183.28  (meters)          (07/29/02) GPS OBS
 CM2449  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CM2449
 CM2449  HORZ ORDER  -  FIRST
 CM2449  ELLP ORDER  -  FOURTH    CLASS I
 CM2449
 CM2449.The horizontal coordinates were established by GPS observations
 CM2449.and adjusted by the National Geodetic Survey in September 1993..
 CM2449
 CM2449.The orthometric height was determined by GPS observations and a
 CM2449.high-resolution geoid model.
 CM2449
 CM2449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2449
 CM2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2449
 CM2449.The ellipsoidal height was determined by GPS observations
 CM2449.and is referenced to NAD 83.
 CM2449
 CM2449.The geoid height was determined by GEOID03.
 CM2449
 CM2449;                    North         East     Units Scale Factor Converg.
 CM2449;SPC AL E     -   223,106.202   248,790.465   MT  0.99998934   +0 16 44.7
 CM2449;UTM  16      - 3,598,351.086   658,364.477   MT  0.99990926   +0 54 22.7
 CM2449
 CM2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2449!SPC AL E     -   0.99997122  x   0.99998934  =   0.99996056
 CM2449!UTM  16      -   0.99997122  x   0.99990926  =   0.99988049
 CM2449
 CM2449                          SUPERSEDED SURVEY CONTROL
 CM2449
 CM2449  ELLIP H (09/27/93)  183.36   (m)                       GP(       ) 4 1
 CM2449
 CM2449.Superseded values are not recommended for survey control.
 CM2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2449.See file dsdata.txt to determine how the superseded data were derived.
 CM2449
 CM2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5836498351(NAD 83)
 CM2449_MARKER: DD = SURVEY DISK
 CM2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2449_SP_SET: CONCRETE POST
 CM2449_STAMPING: 41-11 1992
 CM2449_MARK LOGO: ALHD  
 CM2449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2449+STABILITY: SURFACE MOTION
 CM2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2449+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2449
 CM2449  HISTORY     - Date     Condition        Report By
 CM2449  HISTORY     - 1992     MONUMENTED       ALHD
 CM2449
 CM2449                          STATION DESCRIPTION
 CM2449
 CM2449'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2449'THE STATION IS LOCATED IN LEE COUNTY ON THE EAST RIGHT OF WAY OF LEE
 CM2449'COUNTY ROAD NO. 165, ABOUT 5.80 MI (9.33 KM) NORTH-NORTHWEST OF
 CM2449'MARVYN AND ABOUT 10.25 MI (16.50 KM) SOUTH-SOUTHEAST OF OPELIKA.
 CM2449'TO REACH THE STATION FROM THE JUNCTION OF ALA 169 AND ALA 51 (MILEPOST
 CM2449'27.20 ON ALA 169 AND MILEPOST 114.10 ON ALA 51) IN SOUTH OPELIKA,
 CM2449'DRIVE SOUTHEAST ON ALA 169 FOR 3.25 MI (5.23 KM) TO MILEPOST 23.95
 CM2449'AND LEE COUNTY ROAD NO. 166 ON THE RIGHT, TURN RIGHT ON LEE COUNTY
 CM2449'ROAD NO. 166 AND DRIVE SOUTH FOR 2.00 MI (3.22 KM) TO A FOUR WAY STOP
 CM2449'AND CAUTION LIGHT AT PACKERS CROSSROADS WITH LEE COUNTY ROAD NO. 146
 CM2449'LEFT AND RIGHT AND LEE COUNTY ROAD NO. 166 STRAIGHT AHEAD, CONTINUE
 CM2449'SOUTH ON LEE COUNTY ROAD NO. 166 FOR 1.30 MI (2.09 KM) TO A
 CM2449'T-INTERSECTION WITH LEE COUNTY ROAD NO. 400 RIGHT AND LEE COUNTY ROAD
 CM2449'NO. 166 LEFT, BEAR LEFT ON LEE COUNTY ROAD NO. 166 AND DRIVE
 CM2449'SOUTHERLY FOR 1.05 MI (1.69 KM) TO A Y-INTERSECTION WITH LEE COUNTY
 CM2449'ROAD NO. 401 LEFT AND LEE COUNTY ROAD NO. 166 RIGHT, BEAR LEFT ON LEE
 CM2449'COUNTY ROAD NO. 401 AND DRIVE SOUTH FOR 1.35 MI (2.17 KM) TO A
 CM2449'Y-INTERSECTION WITH LEE COUNTY ROAD NO. 401 LEFT AND LEE COUNTY ROAD
 CM2449'NO. 165 RIGHT, BEAR RIGHT ON LEE COUNTY ROAD NO. 165 AND DRIVE SOUTH
 CM2449'FOR 0.75 MI (1.21 KM) TO THE STATION ON THE LEFT.
 CM2449'THE STATION IS 3.9 FT (1.2 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 CM2449'ON WOOD POST, 27.6 FT (8.4 M) EAST OF THE CENTERLINE OF LEE COUNTY
 CM2449'ROAD NO. 165, 66.9 FT (20.4 M) SOUTH OF THE SOUTH ONE OF TWO BRACED
 CM2449'FENCE POSTS, 105.5 FT (32.2 M) SOUTH-SOUTHEAST OF THE EAST POST OF A
 CM2449'TWO FOOT BY THREE FOOT GULATTES GARAGE AND AUTO SALES SIGN ACROSS
 CM2449'LEE COUNTY ROAD NO. 165, 119.4 FT (36.4 M) SOUTH-SOUTHEAST OF
 CM2449'TELEPHONE CABLE PEDESTAL NO. S 10 ACROSS LEE COUNTY ROAD NO. 165,
 CM2449'134.0 FT (40.8 M) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY
 CM2449'ACROSS LEE COUNTY ROAD NO. 165, 4.0 FT (1.2 M) WEST OF A CARSONITE
 CM2449'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2449'STATION 41-1O 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2450 ***********************************************************************
 CM2450  DESIGNATION -  41 12
 CM2450  PID         -  CM2450
 CM2450  STATE/COUNTY-  AL/LEE
 CM2450  USGS QUAD   -  OPELIKA EAST (1983)
 CM2450
 CM2450                         *CURRENT SURVEY CONTROL
 CM2450  ___________________________________________________________________
 CM2450* NAD 83(1992)-  32 41 47.99531(N)    085 20 02.34718(W)     ADJUSTED  
 CM2450* NAVD 88     -       239.3    (meters)     785.     (feet)  GPS OBS   
 CM2450  ___________________________________________________________________
 CM2450  X           -     437,071.012 (meters)                     COMP
 CM2450  Y           -  -5,355,092.314 (meters)                     COMP
 CM2450  Z           -   3,425,810.875 (meters)                     COMP
 CM2450  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 CM2450  ELLIP HEIGHT-         210.61  (meters)          (07/29/02) GPS OBS
 CM2450  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CM2450
 CM2450  HORZ ORDER  -  FIRST
 CM2450  ELLP ORDER  -  FOURTH    CLASS I
 CM2450
 CM2450.The horizontal coordinates were established by GPS observations
 CM2450.and adjusted by the National Geodetic Survey in September 1993..
 CM2450
 CM2450.The orthometric height was determined by GPS observations and a
 CM2450.high-resolution geoid model.
 CM2450
 CM2450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2450
 CM2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2450
 CM2450.The ellipsoidal height was determined by GPS observations
 CM2450.and is referenced to NAD 83.
 CM2450
 CM2450.The geoid height was determined by GEOID03.
 CM2450
 CM2450;                    North         East     Units Scale Factor Converg.
 CM2450;SPC AL E     -   243,666.443   246,823.080   MT  0.99998702   +0 16 11.1
 CM2450;UTM  16      - 3,618,886.790   656,171.752   MT  0.99990075   +0 54 00.5
 CM2450
 CM2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2450!SPC AL E     -   0.99996693  x   0.99998702  =   0.99995395
 CM2450!UTM  16      -   0.99996693  x   0.99990075  =   0.99986769
 CM2450
 CM2450:                Primary Azimuth Mark                     Grid Az
 CM2450:SPC AL E     -  41 13                                    070 17 05.9
 CM2450:UTM  16      -  41 13                                    069 39 16.5
 CM2450
 CM2450|---------------------------------------------------------------------|
 CM2450| PID    Reference Object                     Distance      Geod. Az  |
 CM2450|                                                           dddmmss.s |
 CM2450| CM2451 41 13                               493.492 METERS 0703317.0 |
 CM2450|---------------------------------------------------------------------|
 CM2450
 CM2450                          SUPERSEDED SURVEY CONTROL
 CM2450
 CM2450  ELLIP H (09/27/93)  210.66   (m)                       GP(       ) 4 1
 CM2450
 CM2450.Superseded values are not recommended for survey control.
 CM2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2450.See file dsdata.txt to determine how the superseded data were derived.
 CM2450
 CM2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5617218887(NAD 83)
 CM2450_MARKER: DD = SURVEY DISK
 CM2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2450_SP_SET: CONCRETE POST
 CM2450_STAMPING: 41-12 1992
 CM2450_MARK LOGO: ALHD  
 CM2450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2450+STABILITY: SURFACE MOTION
 CM2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2450+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2450
 CM2450  HISTORY     - Date     Condition        Report By
 CM2450  HISTORY     - 1992     MONUMENTED       ALHD
 CM2450
 CM2450                          STATION DESCRIPTION
 CM2450
 CM2450'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2450'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTH RIGHT OF WAY OF
 CM2450'ANDERSON ROAD, ABOUT 4.05 MI (6.52 KM) NORTH-NORTHEAST OF OPELIKA AND
 CM2450'ABOUT 10.50 MI (16.90 KM) NORTHEAST OF AUBURN.
 CM2450'TO REACH THE STATION FROM EXIT 64 ON I-85 (MILE POST 192.45 ON U.S.
 CM2450'29), DRIVE SOUTH ON U.S. 29 FOR 0.15 MI (0.24 KM) TO MILE POST 192.60
 CM2450'AND A T-INTERSECTION WITH U.S. 29 LEFT AND ANDERSON ROAD RIGHT, TURN
 CM2450'RIGHT ON ANDERSON ROAD AND DRIVE NORTH FOR 1.70 MI (2.74 KM) TO A
 CM2450'PAVED CROSSROADS WITH ANDREWS ROAD LEFT AND RIGHT AND ANDERSON ROAD
 CM2450'STRAIGHT AHEAD, TURN RIGHT ON ANDREWS AND DRIVE NORTHEAST FOR 0.50 MI
 CM2450'(0.80 KM) TO THE STATION ON THE LEFT.
 CM2450'THE STATION IS 2.8 FT (0.9 M) SOUTH-SOUTHEAST OF A FOUR STRAND BARBED
 CM2450'WIRE FENCE ON WOOD POST, 35.6 FT (10.9 M) NORTH-NORTHWEST OF THE
 CM2450'CENTERLINE OF ANDERSON ROAD, 52.4 FT (16.0 M) EAST-NORTHEAST OF THE
 CM2450'WEST FENCE CORNER, 60.8 FT (18.5 M) SOUTH OF A TRANSFORMER POWER POLE
 CM2450'IN A PASTURE, 62.1 FT (18.9 M) NORTHEAST OF THE EAST END OF A
 CM2450'SIXTEEN-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 67.0 FT (20.4 M)
 CM2450'EAST-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.7 FT (0.8 M)
 CM2450'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2450'STATION 41-13 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2451 ***********************************************************************
 CM2451  DESIGNATION -  41 13
 CM2451  PID         -  CM2451
 CM2451  STATE/COUNTY-  AL/LEE
 CM2451  USGS QUAD   -  OPELIKA EAST (1983)
 CM2451
 CM2451                         *CURRENT SURVEY CONTROL
 CM2451  ___________________________________________________________________
 CM2451* NAD 83(1992)-  32 41 53.32802(N)    085 19 44.48184(W)     ADJUSTED  
 CM2451* NAVD 88     -       232.3    (meters)     762.     (feet)  GPS OBS   
 CM2451  ___________________________________________________________________
 CM2451  X           -     437,527.128 (meters)                     COMP
 CM2451  Y           -  -5,354,960.116 (meters)                     COMP
 CM2451  Z           -   3,425,945.342 (meters)                     COMP
 CM2451  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 CM2451  ELLIP HEIGHT-         203.61  (meters)          (07/29/02) GPS OBS
 CM2451  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CM2451
 CM2451  HORZ ORDER  -  FIRST
 CM2451  ELLP ORDER  -  FOURTH    CLASS I
 CM2451
 CM2451.The horizontal coordinates were established by GPS observations
 CM2451.and adjusted by the National Geodetic Survey in September 1993..
 CM2451
 CM2451.The orthometric height was determined by GPS observations and a
 CM2451.high-resolution geoid model.
 CM2451
 CM2451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2451
 CM2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2451
 CM2451.The ellipsoidal height was determined by GPS observations
 CM2451.and is referenced to NAD 83.
 CM2451
 CM2451.The geoid height was determined by GEOID03.
 CM2451
 CM2451;                    North         East     Units Scale Factor Converg.
 CM2451;SPC AL E     -   243,832.916   247,287.639   MT  0.99998756   +0 16 20.8
 CM2451;UTM  16      - 3,619,058.350   656,634.411   MT  0.99990253   +0 54 10.3
 CM2451
 CM2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2451!SPC AL E     -   0.99996803  x   0.99998756  =   0.99995559
 CM2451!UTM  16      -   0.99996803  x   0.99990253  =   0.99987057
 CM2451
 CM2451:                Primary Azimuth Mark                     Grid Az
 CM2451:SPC AL E     -  41 12                                    250 17 05.9
 CM2451:UTM  16      -  41 12                                    249 39 16.4
 CM2451
 CM2451|---------------------------------------------------------------------|
 CM2451| PID    Reference Object                     Distance      Geod. Az  |
 CM2451|                                                           dddmmss.s |
 CM2451| CM2450 41 12                               493.492 METERS 2503326.7 |
 CM2451|---------------------------------------------------------------------|
 CM2451
 CM2451                          SUPERSEDED SURVEY CONTROL
 CM2451
 CM2451  ELLIP H (09/27/93)  203.66   (m)                       GP(       ) 4 1
 CM2451
 CM2451.Superseded values are not recommended for survey control.
 CM2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2451.See file dsdata.txt to determine how the superseded data were derived.
 CM2451
 CM2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5663419058(NAD 83)
 CM2451_MARKER: DD = SURVEY DISK
 CM2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2451_SP_SET: CONCRETE POST
 CM2451_STAMPING: 41-13 1992
 CM2451_MARK LOGO: ALHD  
 CM2451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2451+STABILITY: SURFACE MOTION
 CM2451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2451+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2451
 CM2451  HISTORY     - Date     Condition        Report By
 CM2451  HISTORY     - 1992     MONUMENTED       ALHD
 CM2451
 CM2451                          STATION DESCRIPTION
 CM2451
 CM2451'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2451'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2451'ANDERSON ROAD, ABOUT 4.30 MI (6.92 KM) NORTH-NORTHEAST OF OPELIKA AND
 CM2451'ABOUT 10.75 MI (17.30 KM) NORTHEAST OF AUBURN.
 CM2451'TO REACH THE STATION FROM EXIT 64 ON I-85 (MILE POST 192.45 ON U.S.
 CM2451'29), DRIVE SOUTH ON U.S. 29 FOR 0.15 MI (0.24 KM) TO MILE POST 192.60
 CM2451'AND A T-INTERSECTION WITH U.S. 29 LEFT AND ANDERSON ROAD RIGHT, TURN
 CM2451'RIGHT ON ANDERSON ROAD AND DRIVE NORTH FOR 1.70 MI (2.74 KM) TO A
 CM2451'PAVED CROSSROADS WITH ANDREWS ROAD LEFT AND RIGHT AND ANDERSON ROAD
 CM2451'STRAIGHT AHEAD, TURN RIGHT ON ANDREWS AND DRIVE NORTHEAST FOR 0.80 MI
 CM2451'(1.29 KM) TO THE STATION ON THE RIGHT.
 CM2451'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FIVE STRAND BARBED
 CM2451'WIRE FENCE ON STEEL AND WOOD POST, 35.0 FT (10.7 M) SOUTH-SOUTHEAST
 CM2451'OF THE CENTERLINE OF ANDERSON ROAD, 155.8 FT (47.5 M) SOUTHWEST OF
 CM2451'TELEPHONE CABLE PEDESTAL NO. 15 E 12 ACROSS ANDERSON ROAD, 156.5 FT
 CM2451'(47.7 M) SOUTHWEST OF A JUNCTION POWER POLE ACROSS ANDERSON ROAD,
 CM2451'178.8 FT (54.5 M) WEST OF THE NORTH BRACED FENCE CORNER, 2.8 FT
 CM2451'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2451'GROUND.
 CM2451'STATION 41-12 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2452 ***********************************************************************
 CM2452  DESIGNATION -  41 14
 CM2452  PID         -  CM2452
 CM2452  STATE/COUNTY-  AL/LEE
 CM2452  USGS QUAD   -  BEULAH (1983)
 CM2452
 CM2452                         *CURRENT SURVEY CONTROL
 CM2452  ___________________________________________________________________
 CM2452* NAD 83(1992)-  32 43 25.91410(N)    085 14 10.99620(W)     ADJUSTED  
 CM2452* NAVD 88     -       234.5    (meters)     769.     (feet)  GPS OBS   
 CM2452  ___________________________________________________________________
 CM2452  X           -     446,056.521 (meters)                     COMP
 CM2452  Y           -  -5,352,711.577 (meters)                     COMP
 CM2452  Z           -   3,428,346.448 (meters)                     COMP
 CM2452  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CM2452  ELLIP HEIGHT-         205.85  (meters)          (07/29/02) GPS OBS
 CM2452  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CM2452
 CM2452  HORZ ORDER  -  FIRST
 CM2452  ELLP ORDER  -  FOURTH    CLASS I
 CM2452
 CM2452.The horizontal coordinates were established by GPS observations
 CM2452.and adjusted by the National Geodetic Survey in September 1997..
 CM2452
 CM2452.The orthometric height was determined by GPS observations and a
 CM2452.high-resolution geoid model.
 CM2452
 CM2452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2452
 CM2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2452
 CM2452.The ellipsoidal height was determined by GPS observations
 CM2452.and is referenced to NAD 83.
 CM2452
 CM2452.The geoid height was determined by GEOID03.
 CM2452
 CM2452;                    North         East     Units Scale Factor Converg.
 CM2452;SPC AL E     -   246,730.112   255,957.789   MT  0.99999860   +0 19 21.8
 CM2452;UTM  16      - 3,622,050.582   665,271.512   MT  0.99993682   +0 57 13.0
 CM2452
 CM2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2452!SPC AL E     -   0.99996768  x   0.99999860  =   0.99996628
 CM2452!UTM  16      -   0.99996768  x   0.99993682  =   0.99990450
 CM2452
 CM2452:                Primary Azimuth Mark                     Grid Az
 CM2452:SPC AL E     -  41 15                                    021 01 09.2
 CM2452:UTM  16      -  41 15                                    020 23 18.0
 CM2452
 CM2452|---------------------------------------------------------------------|
 CM2452| PID    Reference Object                     Distance      Geod. Az  |
 CM2452|                                                           dddmmss.s |
 CM2452| CM2453 41 15                               APPROX. 0.6 KM 0212031.0 |
 CM2452|---------------------------------------------------------------------|
 CM2452
 CM2452                          SUPERSEDED SURVEY CONTROL
 CM2452
 CM2452  NAD 83(1992)-  32 43 25.91409(N)    085 14 10.99659(W) AD(       ) 1
 CM2452  ELLIP H (09/27/93)  205.90   (m)                       GP(       ) 4 1
 CM2452
 CM2452.Superseded values are not recommended for survey control.
 CM2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2452.See file dsdata.txt to determine how the superseded data were derived.
 CM2452
 CM2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6527222051(NAD 83)
 CM2452_MARKER: DD = SURVEY DISK
 CM2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2452_SP_SET: CONCRETE POST
 CM2452_STAMPING: 41-14 1992
 CM2452_MARK LOGO: ALHD  
 CM2452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2452+STABILITY: SURFACE MOTION
 CM2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2452+SATELLITE: SATELLITE OBSERVATIONS - December 21, 2004
 CM2452
 CM2452  HISTORY     - Date     Condition        Report By
 CM2452  HISTORY     - 1992     MONUMENTED       ALHD
 CM2452  HISTORY     - 20041221 GOOD             INDIV
 CM2452
 CM2452                          STATION DESCRIPTION
 CM2452
 CM2452'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2452'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTH RIGHT OF WAY OF LEE
 CM2452'COUNTY ROAD NO. 270, ABOUT 4.60 MI (7.40 KM) NORTH OF SALEM AND ABOUT
 CM2452'9.65 MI (15.53 KM) NORTHEAST OF OPELIKA.
 CM2452'TO REACH THE STATION FROM EXIT 64 ON I-85 (MILE POST 192.45 ON U.S.
 CM2452'29), DRIVE NORTHEAST ON U.S. 29 FOR 6.50 MI (10.46 KM) TO MILE POST
 CM2452'198.95 AND A CROSSROADS WITH LEE COUNTY ROAD NO. 270 LEFT AND RIGHT,
 CM2452'TURN RIGHT ON LEE COUNTY ROAD NO. 270 AND DRIVE EAST FOR 0.35 MI
 CM2452'(0.56 KM) TO THE STATION ON THE LEFT.
 CM2452'THE STATION IS 3.1 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 CM2452'ON WOOD POST, 28.6 FT (8.7 M) NORTH OF THE CENTERLINE OF LEE COUNTY
 CM2452'ROAD NO. 270, 80.5 FT (24.5 M) NORTH OF THE EAST FOUR-INCH WOOD
 CM2452'CORNER POST OF AN AWNING ON THE RED BARN FARM SUPPLIES BUILDING
 CM2452'ACROSS LEE COUNTY ROAD NO. 270, 97.6 FT (29.7 M) NORTH OF THE EAST
 CM2452'CORNER OF THE RED BARN FARM SUPPLIES BUILDING ACROSS LEE COUNTY ROAD
 CM2452'NO. 270, 115.2 FT (35.1 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO.
 CM2452'P 2 ACROSS LEE COUNTY ROAD NO. 270, 116.2 FT (35.4 M) NORTHWEST OF A
 CM2452'JUNCTION POWER POLE WITH A SECURITY LIGHT ACROSS LEE COUNTY ROAD NO.
 CM2452'270, 145.2 FT (44.3 M) EAST-NORTHEAST OF A JUNCTION TRANSFORMER POWER
 CM2452'POLE ACROSS LEE COUNTY ROAD NO. 270, 2.8 FT (0.9 M) SOUTH OF A
 CM2452'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2452'STATION 41-15 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2452
 CM2452                          STATION RECOVERY (2004)
 CM2452
 CM2452'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (DM)
 CM2452'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2453 ***********************************************************************
 CM2453  DESIGNATION -  41 15
 CM2453  PID         -  CM2453
 CM2453  STATE/COUNTY-  AL/LEE
 CM2453  USGS QUAD   -  BEULAH (1983)
 CM2453
 CM2453                         *CURRENT SURVEY CONTROL
 CM2453  ___________________________________________________________________
 CM2453* NAD 83(1992)-  32 43 43.72323(N)    085 14 02.76369(W)     ADJUSTED  
 CM2453* NAVD 88     -       228.6    (meters)     750.     (feet)  GPS OBS   
 CM2453  ___________________________________________________________________
 CM2453  X           -     446,245.102 (meters)                     COMP
 CM2453  Y           -  -5,352,393.216 (meters)                     COMP
 CM2453  Z           -   3,428,804.788 (meters)                     COMP
 CM2453  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 CM2453  ELLIP HEIGHT-         199.92  (meters)          (07/29/02) GPS OBS
 CM2453  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CM2453
 CM2453  HORZ ORDER  -  FIRST
 CM2453  ELLP ORDER  -  FOURTH    CLASS I
 CM2453
 CM2453.The horizontal coordinates were established by GPS observations
 CM2453.and adjusted by the National Geodetic Survey in September 1997..
 CM2453
 CM2453.The orthometric height was determined by GPS observations and a
 CM2453.high-resolution geoid model.
 CM2453
 CM2453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2453
 CM2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2453
 CM2453.The ellipsoidal height was determined by GPS observations
 CM2453.and is referenced to NAD 83.
 CM2453
 CM2453.The geoid height was determined by GEOID03.
 CM2453
 CM2453;                    North         East     Units Scale Factor Converg.
 CM2453;SPC AL E     -   247,279.931   256,169.056   MT  0.99999889   +0 19 26.4
 CM2453;UTM  16      - 3,622,602.660   665,476.699   MT  0.99993765   +0 57 17.9
 CM2453
 CM2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2453!SPC AL E     -   0.99996861  x   0.99999889  =   0.99996750
 CM2453!UTM  16      -   0.99996861  x   0.99993765  =   0.99990626
 CM2453
 CM2453:                Primary Azimuth Mark                     Grid Az
 CM2453:SPC AL E     -  41 14                                    201 01 09.0
 CM2453:UTM  16      -  41 14                                    200 23 17.5
 CM2453
 CM2453|---------------------------------------------------------------------|
 CM2453| PID    Reference Object                     Distance      Geod. Az  |
 CM2453|                                                           dddmmss.s |
 CM2453| CM2452 41 14                               APPROX. 0.6 KM 2012035.4 |
 CM2453|---------------------------------------------------------------------|
 CM2453
 CM2453                          SUPERSEDED SURVEY CONTROL
 CM2453
 CM2453  NAD 83(1992)-  32 43 43.72322(N)    085 14 02.76407(W) AD(       ) 1
 CM2453  ELLIP H (09/27/93)  199.97   (m)                       GP(       ) 4 1
 CM2453
 CM2453.Superseded values are not recommended for survey control.
 CM2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2453.See file dsdata.txt to determine how the superseded data were derived.
 CM2453
 CM2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6547722603(NAD 83)
 CM2453_MARKER: DD = SURVEY DISK
 CM2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2453_SP_SET: CONCRETE POST
 CM2453_STAMPING: 41-15 1992
 CM2453_MARK LOGO: ALHD  
 CM2453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2453+STABILITY: SURFACE MOTION
 CM2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2453+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2453
 CM2453  HISTORY     - Date     Condition        Report By
 CM2453  HISTORY     - 1992     MONUMENTED       ALHD
 CM2453
 CM2453                          STATION DESCRIPTION
 CM2453
 CM2453'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2453'THE STATION IS LOCATED IN LEE COUNTY IN THE NORTHEAST QUADRANT OF THE
 CM2453'INTERSECTION OF U.S. 29 AND LEE COUNTY ROAD NO. 274, ABOUT 4.85 MI
 CM2453'(7.81 KM) NORTH OF SALEM AND ABOUT 9.95 MI (16.01 KM) NORTHEAST OF
 CM2453'OPELIKA.
 CM2453'TO REACH THE STATION FROM EXIT 64 ON I-85 (MILE POST 192.45 ON U.S.
 CM2453'29), DRIVE NORTHEAST ON U.S. 29 FOR 6.50 MI (10.46 KM) TO MILE POST
 CM2453'198.95 AND A CROSSROADS WITH LEE COUNTY ROAD NO. 270 LEFT AND RIGHT,
 CM2453'CONTINUE NORTHEAST ON U.S. 29 FOR 0.60 MI (0.97 KM) TO MILE POST
 CM2453'199.55 AND LEE COUNTY ROAD NO. 274 ON THE RIGHT AND THE STATION IN
 CM2453'THE NORTHEAST QUADRANT OF THE INTERSECTION.
 CM2453'THE STATION IS 34.0 FT (10.4 M) SOUTH OF THE NORTHWEST CORNER OF THE
 CM2453'LEE-CHAMBERS FIRE DEPARTMENT NO. 2 BUILDING, 35.5 FT (10.8 M) EAST OF
 CM2453'A STOP SIGN, 35.7 FT (10.9 M) NORTHEAST OF THE CENTERLINE OF LEE
 CM2453'COUNTY ROAD NO. 274, 39.5 FT (12.0 M) WEST-SOUTHWEST OF THE SOUTHEAST
 CM2453'CORNER OF THE LEE-CHAMBERS FIRE DEPARTMENT NO. 2 BUILDING, 75.1 FT
 CM2453'(22.9 M) NORTH OF A LEE COUNTY ROAD NO. 274 SIGN ACROSS LEE COUNTY
 CM2453'ROAD NO. 274, 89.1 FT (27.2 M) EAST-NORTHEAST OF THE NORTHEAST BRACED
 CM2453'FENCE CORNER ACROSS LEE COUNTY ROAD NO. 274, 93.6 FT (28.5 M)
 CM2453'EAST-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF U.S. 29 AND LEE
 CM2453'COUNTY ROAD NO. 274, 104.8 FT (31.9 M) SOUTHEAST OF THE CENTERLINE OF
 CM2453'U.S. 29, 2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET
 CM2453'FLUSH WITH THE GROUND.
 CM2453'STATION 41-14 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2454 ***********************************************************************
 CM2454  DESIGNATION -  41 16
 CM2454  PID         -  CM2454
 CM2454  STATE/COUNTY-  AL/LEE
 CM2454  USGS QUAD   -  OPELIKA EAST (1983)
 CM2454
 CM2454                         *CURRENT SURVEY CONTROL
 CM2454  ___________________________________________________________________
 CM2454* NAD 83(1992)-  32 38 34.70292(N)    085 20 24.77141(W)     ADJUSTED  
 CM2454* NAVD 88     -       203.1    (meters)     666.     (feet)  GPS OBS   
 CM2454  ___________________________________________________________________
 CM2454  X           -     436,747.487 (meters)                     COMP
 CM2454  Y           -  -5,358,313.220 (meters)                     COMP
 CM2454  Z           -   3,420,778.891 (meters)                     COMP
 CM2454  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 CM2454  ELLIP HEIGHT-         174.59  (meters)          (07/29/02) GPS OBS
 CM2454  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CM2454
 CM2454  HORZ ORDER  -  FIRST
 CM2454  ELLP ORDER  -  FOURTH    CLASS I
 CM2454
 CM2454.The horizontal coordinates were established by GPS observations
 CM2454.and adjusted by the National Geodetic Survey in September 1993..
 CM2454
 CM2454.The orthometric height was determined by GPS observations and a
 CM2454.high-resolution geoid model.
 CM2454
 CM2454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2454
 CM2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2454
 CM2454.The ellipsoidal height was determined by GPS observations
 CM2454.and is referenced to NAD 83.
 CM2454
 CM2454.The geoid height was determined by GEOID03.
 CM2454
 CM2454;                    North         East     Units Scale Factor Converg.
 CM2454;SPC AL E     -   237,709.451   246,266.658   MT  0.99998639   +0 15 57.6
 CM2454;UTM  16      - 3,612,924.559   655,680.898   MT  0.99989886   +0 53 43.7
 CM2454
 CM2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2454!SPC AL E     -   0.99997259  x   0.99998639  =   0.99995898
 CM2454!UTM  16      -   0.99997259  x   0.99989886  =   0.99987145
 CM2454
 CM2454                          SUPERSEDED SURVEY CONTROL
 CM2454
 CM2454  ELLIP H (09/27/93)  174.65   (m)                       GP(       ) 4 1
 CM2454
 CM2454.Superseded values are not recommended for survey control.
 CM2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2454.See file dsdata.txt to determine how the superseded data were derived.
 CM2454
 CM2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5568112925(NAD 83)
 CM2454_MARKER: DD = SURVEY DISK
 CM2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2454_SP_SET: CONCRETE POST
 CM2454_STAMPING: 41-16 1992
 CM2454_MARK LOGO: ALHD  
 CM2454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2454+STABILITY: SURFACE MOTION
 CM2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2454+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 CM2454
 CM2454  HISTORY     - Date     Condition        Report By
 CM2454  HISTORY     - 1992     MONUMENTED       ALHD
 CM2454  HISTORY     - 20031206 GOOD             JCLS
 CM2454
 CM2454                          STATION DESCRIPTION
 CM2454
 CM2454'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2454'THE STATION IS LOCATED IN LEE COUNTY IN THE NORTHEAST QUADRANT OF THE
 CM2454'INTERSECTION OF U.S. 280, U.S. 431 AND UNIROYAL ROAD, ABOUT 2.40 MI
 CM2454'(3.86 KM) EAST-SOUTHEAST OF OPELIKA AND ABOUT 6.50 MI (10.46 KM)
 CM2454'NORTHWEST OF SALEM.
 CM2454'TO REACH THE STATION FROM EXIT 62 ON I-85 (MILE POST 140.95 ON U.S.
 CM2454'280), DRIVE EAST ON U.S. 280 FOR 0.70 MI (1.13 KM) TO MILE POST
 CM2454'140.25 AND UNIROYAL ROAD ON THE LEFT AND THE STATION IN THE NORTHEAST
 CM2454'QUADRANT OF THE INTERSECTION.
 CM2454'THE STATION IS 6.2 FT (1.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 CM2454'ON STEEL POST, 13.7 FT (4.2 M) EAST-SOUTHEAST OF A WARNING
 CM2454'UNDERGROUND CABLE SIGN ON A SIX-INCH CONCRETE POST, 13.8 FT (4.2 M)
 CM2454'EAST-SOUTHEAST OF THE SOUTH BRACED FENCE CORNER, 17.8 FT (5.4 M)
 CM2454'EAST-SOUTHEAST OF A SIX-INCH CONCRETE RIGHT OF WAY MARKER POST STAMPED
 CM2454'P.O.T. 149+50 75 FT. AHD AND PROJECTS SIX-INCHES, 28.5 FT (8.7 M)
 CM2454'EAST-SOUTHEAST OF A CAUTION GAS PIPELINE CARSONITE WITNESS POST, 36.2
 CM2454'FT (11.0 M) NORTH OF THE WEST BOUND LANE CURBING ON U.S. 280 AND U.S.
 CM2454'431, 36.7 FT (11.2 M) NORTHEAST OF THE CENTER OF A MANHOLE COVER IN A
 CM2454'DRAIN INLET MARKED VULCAN V - 1860 10/1/90, 50.3 FT (15.3 M) NORTH OF
 CM2454'THE CENTERLINE OF THE WEST BOUND LANES OF U.S. 280 AND U.S. 431,
 CM2454'119.6 FT (36.5 M) EAST OF A CONCRETE JUNCTION POWER POLE, 155.5 FT
 CM2454'(47.4 M) EAST OF THE CENTERLINE OF UNIROYAL ROAD, 164.0 FT (50.0 M)
 CM2454'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF U.S.280 ,U.S. 431 AND
 CM2454'UNIROYAL ROAD, 5.7 FT (1.7 M) SOUTH OF A CARSONITE WITNESS POST, AND
 CM2454'SET FLUSH WITH THE GROUND.
 CM2454'STATION X 429 RESET MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2454
 CM2454                          STATION RECOVERY (2003)
 CM2454
 CM2454'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CM2454'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2455 ***********************************************************************
 CM2455  DESIGNATION -  41 18
 CM2455  PID         -  CM2455
 CM2455  STATE/COUNTY-  AL/LEE
 CM2455  USGS QUAD   -  BLEECKER (1973)
 CM2455
 CM2455                         *CURRENT SURVEY CONTROL
 CM2455  ___________________________________________________________________
 CM2455* NAD 83(1992)-  32 35 49.68979(N)    085 14 15.86448(W)     ADJUSTED  
 CM2455* NAVD 88     -       212.6    (meters)     698.     (feet)  GPS OBS   
 CM2455  ___________________________________________________________________
 CM2455  X           -     446,558.363 (meters)                     COMP
 CM2455  Y           -  -5,360,262.435 (meters)                     COMP
 CM2455  Z           -   3,416,502.569 (meters)                     COMP
 CM2455  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 CM2455  ELLIP HEIGHT-         184.25  (meters)          (07/29/02) GPS OBS
 CM2455  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CM2455
 CM2455  HORZ ORDER  -  FIRST
 CM2455  ELLP ORDER  -  FOURTH    CLASS I
 CM2455
 CM2455.The horizontal coordinates were established by GPS observations
 CM2455.and adjusted by the National Geodetic Survey in September 1997..
 CM2455
 CM2455.The orthometric height was determined by GPS observations and a
 CM2455.high-resolution geoid model.
 CM2455
 CM2455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2455
 CM2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2455
 CM2455.The ellipsoidal height was determined by GPS observations
 CM2455.and is referenced to NAD 83.
 CM2455
 CM2455.The geoid height was determined by GEOID03.
 CM2455
 CM2455;                    North         East     Units Scale Factor Converg.
 CM2455;SPC AL E     -   232,675.597   255,909.864   MT  0.99999853   +0 19 15.1
 CM2455;UTM  16      - 3,607,997.254   665,378.072   MT  0.99993726   +0 56 58.5
 CM2455
 CM2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2455!SPC AL E     -   0.99997107  x   0.99999853  =   0.99996960
 CM2455!UTM  16      -   0.99997107  x   0.99993726  =   0.99990833
 CM2455
 CM2455                          SUPERSEDED SURVEY CONTROL
 CM2455
 CM2455  NAD 83(1992)-  32 35 49.68961(N)    085 14 15.86502(W) AD(       ) 1
 CM2455  ELLIP H (09/27/93)  184.30   (m)                       GP(       ) 4 1
 CM2455
 CM2455.Superseded values are not recommended for survey control.
 CM2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2455.See file dsdata.txt to determine how the superseded data were derived.
 CM2455
 CM2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6537807997(NAD 83)
 CM2455_MARKER: DD = SURVEY DISK
 CM2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2455_SP_SET: CONCRETE POST
 CM2455_STAMPING: 41-18 1992
 CM2455_MARK LOGO: ALHD  
 CM2455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2455+STABILITY: SURFACE MOTION
 CM2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2455+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2455
 CM2455  HISTORY     - Date     Condition        Report By
 CM2455  HISTORY     - 1992     MONUMENTED       ALHD
 CM2455
 CM2455                          STATION DESCRIPTION
 CM2455
 CM2455'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2455'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 CM2455'U.S. 280 AND U.S. 431, ABOUT 0.35 MI (0.56 KM) EAST OF SALEM AND
 CM2455'ABOUT 9.20 MI (14.81 KM) SOUTHEAST OF OPELIKA.
 CM2455'TO REACH THE STATION FROM EXIT 62 ON I-85 (MILE POST 140.95 ON U.S.
 CM2455'280), DRIVE SOUTHEAST ON U.S. 280 AND U.S. 431 FOR 7.80 MI
 CM2455'(12.55 KM) TO MILE POST 133.15 AND THE STATION ON THE RIGHT.
 CM2455'THE STATION IS 49.2 FT (15.0 M) NORTH OF THE NORTH RAIL OF A RAIL ROAD
 CM2455'TRACK, 53.2 FT (16.2 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S. 280
 CM2455'AND U.S. 431, 54.2 FT (16.5 M) NORTH OF THE SOUTH RAIL OF A RAIL ROAD
 CM2455'TRACK, 146.6 FT (44.7 M) EAST-SOUTHEAST OF A SIX-INCH CONCRETE WATER
 CM2455'VALVE MARKER POST PROJECTING THIRTY SIX-INCHES, 153.3 FT (46.7 M)
 CM2455'EAST-SOUTHEAST OF A STOP SIGN, 177.0 FT (53.9 M) EAST-SOUTHEAST OF THE
 CM2455'CENTERLINE OF LEE COUNTY ROAD NO. 175, 3.2 FT (1.0 M) NORTHEAST OF A
 CM2455'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2455'STATION 41-39 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2456 ***********************************************************************
 CM2456  DESIGNATION -  41 19
 CM2456  PID         -  CM2456
 CM2456  STATE/COUNTY-  AL/LEE
 CM2456  USGS QUAD   -  BLEECKER (1973)
 CM2456
 CM2456                         *CURRENT SURVEY CONTROL
 CM2456  ___________________________________________________________________
 CM2456* NAD 83(1992)-  32 35 17.92424(N)    085 09 28.45307(W)     ADJUSTED  
 CM2456* NAVD 88     -       201.7    (meters)     662.     (feet)  GPS OBS   
 CM2456  ___________________________________________________________________
 CM2456  X           -     454,070.701 (meters)                     COMP
 CM2456  Y           -  -5,360,151.226 (meters)                     COMP
 CM2456  Z           -   3,415,672.338 (meters)                     COMP
 CM2456  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 CM2456  ELLIP HEIGHT-         173.53  (meters)          (07/29/02) GPS OBS
 CM2456  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CM2456
 CM2456  HORZ ORDER  -  FIRST
 CM2456  ELLP ORDER  -  FOURTH    CLASS I
 CM2456
 CM2456.The horizontal coordinates were established by GPS observations
 CM2456.and adjusted by the National Geodetic Survey in September 1997..
 CM2456
 CM2456.The orthometric height was determined by GPS observations and a
 CM2456.high-resolution geoid model.
 CM2456
 CM2456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2456
 CM2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2456
 CM2456.The ellipsoidal height was determined by GPS observations
 CM2456.and is referenced to NAD 83.
 CM2456
 CM2456.The geoid height was determined by GEOID03.
 CM2456
 CM2456;                    North         East     Units Scale Factor Converg.
 CM2456;SPC AL E     -   231,741.862   263,410.674   MT  1.00000956   +0 21 49.7
 CM2456;UTM  16      - 3,607,145.917   672,888.291   MT  0.99996859   +0 59 32.6
 CM2456
 CM2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2456!SPC AL E     -   0.99997276  x   1.00000956  =   0.99998231
 CM2456!UTM  16      -   0.99997276  x   0.99996859  =   0.99994135
 CM2456
 CM2456                          SUPERSEDED SURVEY CONTROL
 CM2456
 CM2456  NAD 83(1992)-  32 35 17.92399(N)    085 09 28.45428(W) AD(       ) 1
 CM2456  ELLIP H (09/27/93)  173.57   (m)                       GP(       ) 4 1
 CM2456
 CM2456.Superseded values are not recommended for survey control.
 CM2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2456.See file dsdata.txt to determine how the superseded data were derived.
 CM2456
 CM2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7288807146(NAD 83)
 CM2456_MARKER: DD = SURVEY DISK
 CM2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2456_SP_SET: CONCRETE POST
 CM2456_STAMPING: 41-19 1992
 CM2456_MARK LOGO: ALHD  
 CM2456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2456+STABILITY: SURFACE MOTION
 CM2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2456+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2456
 CM2456  HISTORY     - Date     Condition        Report By
 CM2456  HISTORY     - 1992     MONUMENTED       ALHD
 CM2456
 CM2456                          STATION DESCRIPTION
 CM2456
 CM2456'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2456'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 CM2456'LEE COUNTY ROAD NO. 250, ABOUT 4.80 MI (7.72 KM) EAST OF SALEM AND
 CM2456'ABOUT 13.50 MI (21.73 KM) EAST-SOUTHEAST OF OPELIKA.
 CM2456'TO REACH THE STATION FROM EXIT 62 ON I-85 (MILE POST 140.95 ON U.S.
 CM2456'280), DRIVE SOUTHEAST ON U.S. 280 AND U.S. 431 FOR 12.30 MI
 CM2456'(19.79 KM) TO MILE POST 128.65 AND LEE COUNTY ROAD NO. 250 ON THE
 CM2456'LEFT, TURN LEFT ON LEE COUNTY ROAD NO. 250 AND DRIVE NORTHEAST FOR
 CM2456'0.50 MI (0.80 KM) TO THE STATION ON THE LEFT.
 CM2456'THE STATION IS 35.1 FT (10.7 M) NORTHWEST OF THE CENTERLINE OF LEE
 CM2456'COUNTY ROAD NO. 250, 41.5 FT (12.6 M) SOUTHWEST OF A LEANING SIX-INCH
 CM2456'CONCRETE RIGHT OF WAY MARKER PROJECTING TWENTY SIX-INCHES, 64.8 FT
 CM2456'(19.8 M) NORTHWEST OF A TELEPHONE CABLE PEDESTAL ACROSS LEE COUNTY
 CM2456'ROAD NO. 250, 70.4 FT (21.5 M) NORTHWEST OF A WHITE FOUR BOARD WOOD
 CM2456'FENCE ACROSS LEE COUNTY ROAD NO. 250, 75.0 FT (22.9 M) WEST-NORTHWEST
 CM2456'OF THE NORTHWEST JUNCTION WITH A WHITE FOUR BOARD WOOD FENCE, A BROWN
 CM2456'FOUR BOARD WOOD FENCE AND A HOG WIRE FENCE WITH TWO STRANDS OF BARBED
 CM2456'WIRE ON METAL POST LEADING SOUTHEAST, 103.2 FT (31.5 M) WEST OF A
 CM2456'POWER POLE ACROSS LEE COUNTY ROAD NO. 250, 2.1 FT (0.6 M) SOUTHEAST
 CM2456'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2456'STATION 41-20 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2371 ***********************************************************************
 CM2371  DESIGNATION -  41 2
 CM2371  PID         -  CM2371
 CM2371  STATE/COUNTY-  AL/LEE
 CM2371  USGS QUAD   -  SMITHS STATION (1983)
 CM2371
 CM2371                         *CURRENT SURVEY CONTROL
 CM2371  ___________________________________________________________________
 CM2371* NAD 83(1992)-  32 30 56.75320(N)    085 04 23.10891(W)     ADJUSTED  
 CM2371* NAVD 88     -       130.8    (meters)     429.     (feet)  VERTCON   
 CM2371  ___________________________________________________________________
 CM2371  X           -     462,371.798 (meters)                     COMP
 CM2371  Y           -  -5,363,727.010 (meters)                     COMP
 CM2371  Z           -   3,408,852.921 (meters)                     COMP
 CM2371  LAPLACE CORR-           2.79  (seconds)                    DEFLEC99
 CM2371  ELLIP HEIGHT-         103.11  (meters)          (07/29/02) GPS OBS
 CM2371  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CM2371
 CM2371  HORZ ORDER  -  FIRST
 CM2371  ELLP ORDER  -  FOURTH    CLASS I
 CM2371
 CM2371.The horizontal coordinates were established by GPS observations
 CM2371.and adjusted by the National Geodetic Survey in September 1997..
 CM2371
 CM2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2371
 CM2371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2371
 CM2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2371
 CM2371.The ellipsoidal height was determined by GPS observations
 CM2371.and is referenced to NAD 83.
 CM2371
 CM2371.The geoid height was determined by GEOID03.
 CM2371
 CM2371;                    North         East     Units Scale Factor Converg.
 CM2371;SPC AL E     -   223,750.354   271,431.167   MT  1.00002289   +0 24 31.2
 CM2371;SPC GA W     -   279,267.098   614,839.534   MT  0.99998940   -0 29 14.1
 CM2371;SPC GA W     -   916,228.80  2,017,186.04   sFT  0.99998940   -0 29 14.1
 CM2371;UTM  16      - 3,599,243.033   680,995.649   MT  1.00000398   +1 02 09.8
 CM2371
 CM2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2371!SPC AL E     -   0.99998381  x   1.00002289  =   1.00000670
 CM2371!SPC GA W     -   0.99998381  x   0.99998940  =   0.99997321
 CM2371!UTM  16      -   0.99998381  x   1.00000398  =   0.99998779
 CM2371
 CM2371                          SUPERSEDED SURVEY CONTROL
 CM2371
 CM2371  NAD 83(1992)-  32 30 56.75221(N)    085 04 23.11117(W) AD(       ) 1
 CM2371  NAD 83(1986)-  32 30 56.75296(N)    085 04 23.10833(W) AD(       ) 1
 CM2371  NGVD 29 (12/04/92)  130.8    (m)          429.     (f) GPS OBS        
 CM2371
 CM2371.Superseded values are not recommended for survey control.
 CM2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2371.See file dsdata.txt to determine how the superseded data were derived.
 CM2371
 CM2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8099699243(NAD 83)
 CM2371_MARKER: DD = SURVEY DISK
 CM2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2371_SP_SET: CONCRETE POST
 CM2371_STAMPING: 41 - 2 1989
 CM2371_MARK LOGO: ALHD  
 CM2371_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2371+STABILITY: SURFACE MOTION
 CM2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2371+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CM2371
 CM2371  HISTORY     - Date     Condition        Report By
 CM2371  HISTORY     - 1989     MONUMENTED       ALHD
 CM2371
 CM2371                          STATION DESCRIPTION
 CM2371
 CM2371'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2371'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 CM2371'LEE COUNTY ROAD NO. 427, ABOUT 31.54 KM (19.60 MI) EAST-SOUTHEAST OF
 CM2371'OPELIKA AND ABOUT 9.82 KM (6.10 MI) WEST-NORTHWEST OF PHENIX CITY.
 CM2371'CONTACT MR. JAMES W. CUPPS, ROUTE 2, BOX 130 B, SMITHS, AL 36877.
 CM2371'TELEPHONE - (205)-298-7416.
 CM2371'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 280, 431, AND
 CM2371'RUSSELL COUNTY ROAD NO. 427 ON THE NORTH SIDE OF PHENIX CITY, GO
 CM2371'NORTHWEST ON RUSSELL COUNTY ROAD NO. 427 FOR 3.54 KM (2.20 MI) TO THE
 CM2371'RUSSELL-LEE COUNTY LINE, CONTINUE NORTHWEST ON LEE COUNTY ROAD NO. 427
 CM2371'FOR 1.77 KM (1.10 MI) TO THE STATION ON THE LEFT BETWEEN JAMES W.
 CM2371'CUPPS RESIDENCE AND THE CHRISTIAN HERITAGE FULL GOSPEL CHURCH.
 CM2371'THE STATION IS 12.50 M (41.0 FT) SOUTHWEST OF THE CENTERLINE OF LEE
 CM2371'COUNTY ROAD NO. 427, 2.35 M (7.7 FT) NORTHEAST OF POWER POLE NO. 7115,
 CM2371'3.87 M (12.7 FT) NORTH-NORTHEAST OF EAST POLE OF A CHURCH SIGN, 2.38 M
 CM2371'(7.8 FT) NORTHEAST OF THE EAST END POST OF A BEIGE RAIL FENCE, 2.19 M
 CM2371'(7.2 FT) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, 0.30 M (1.0 FT)
 CM2371'EAST OF A 5/8 INCH REBAR DRIVEN FLUSH WITH THE GROUND, AND SET FLUSH
 CM2371'WITH THE GROUND.
 CM2371'STATION 44 - 1 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2457 ***********************************************************************
 CM2457  DESIGNATION -  41 20
 CM2457  PID         -  CM2457
 CM2457  STATE/COUNTY-  AL/LEE
 CM2457  USGS QUAD   -  BLEECKER (1973)
 CM2457
 CM2457                         *CURRENT SURVEY CONTROL
 CM2457  ___________________________________________________________________
 CM2457* NAD 83(1992)-  32 34 49.91272(N)    085 09 30.91563(W)     ADJUSTED  
 CM2457* NAVD 88     -       204.6    (meters)     671.     (feet)  GPS OBS   
 CM2457  ___________________________________________________________________
 CM2457  X           -     454,046.136 (meters)                     COMP
 CM2457  Y           -  -5,360,622.163 (meters)                     COMP
 CM2457  Z           -   3,414,946.828 (meters)                     COMP
 CM2457  LAPLACE CORR-           2.13  (seconds)                    DEFLEC99
 CM2457  ELLIP HEIGHT-         176.46  (meters)          (07/29/02) GPS OBS
 CM2457  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CM2457
 CM2457  HORZ ORDER  -  FIRST
 CM2457  ELLP ORDER  -  FOURTH    CLASS I
 CM2457
 CM2457.The horizontal coordinates were established by GPS observations
 CM2457.and adjusted by the National Geodetic Survey in September 1997..
 CM2457
 CM2457.The orthometric height was determined by GPS observations and a
 CM2457.high-resolution geoid model.
 CM2457
 CM2457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2457
 CM2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2457
 CM2457.The ellipsoidal height was determined by GPS observations
 CM2457.and is referenced to NAD 83.
 CM2457
 CM2457.The geoid height was determined by GEOID03.
 CM2457
 CM2457;                    North         East     Units Scale Factor Converg.
 CM2457;SPC AL E     -   230,878.576   263,351.926   MT  1.00000947   +0 21 48.1
 CM2457;UTM  16      - 3,606,282.074   672,839.018   MT  0.99996838   +0 59 30.5
 CM2457
 CM2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2457!SPC AL E     -   0.99997230  x   1.00000947  =   0.99998176
 CM2457!UTM  16      -   0.99997230  x   0.99996838  =   0.99994068
 CM2457
 CM2457                          SUPERSEDED SURVEY CONTROL
 CM2457
 CM2457  NAD 83(1992)-  32 34 49.91248(N)    085 09 30.91685(W) AD(       ) 1
 CM2457  ELLIP H (09/27/93)  176.50   (m)                       GP(       ) 4 1
 CM2457
 CM2457.Superseded values are not recommended for survey control.
 CM2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2457.See file dsdata.txt to determine how the superseded data were derived.
 CM2457
 CM2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7283906282(NAD 83)
 CM2457_MARKER: DD = SURVEY DISK
 CM2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2457_SP_SET: CONCRETE POST
 CM2457_STAMPING: 41-20 1992
 CM2457_MARK LOGO: ALHD  
 CM2457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2457+STABILITY: SURFACE MOTION
 CM2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2457+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2457
 CM2457  HISTORY     - Date     Condition        Report By
 CM2457  HISTORY     - 1992     MONUMENTED       ALHD
 CM2457
 CM2457                          STATION DESCRIPTION
 CM2457
 CM2457'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2457'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTH RIGHT OF WAY OF U.S.
 CM2457'280 AND U.S. 431, ABOUT 5.00 MI (8.05 KM) EAST OF SALEM AND ABOUT
 CM2457'13.80 MI (22.21 KM) EAST-SOUTHEAST OF OPELIKA.
 CM2457'TO REACH THE STATION FROM EXIT 62 ON I-85 (MILE POST 140.95 ON U.S.
 CM2457'280), DRIVE SOUTHEAST ON U.S. 280 AND U.S. 431 FOR 12.65 MI
 CM2457'(20.36 KM) TO MILE POST 128.30 AND THE STATION ON THE LEFT.
 CM2457'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A FOUR BOARD WOOD
 CM2457'FENCE, 58.4 FT (17.8 M) NORTH-NORTHEAST OF A MAILBOX MARKED SELF
 CM2457'13681 280 E, 66.0 FT (20.1 M) EAST-NORTHEAST OF THE SOUTHEAST END OF
 CM2457'A SECTION OF GUARD RAIL, 72.2 FT (22.0 M) WEST-NORTHWEST OF THE WEST
 CM2457'SIX-INCH BY SIX-INCH WOOD POST AT THE ENTRANCE TO A GATE ENTERING A
 CM2457'PASTURE, 80.0 FT (24.4 M) WEST-NORTHWEST OF THE CENTER OF A GRAVEL
 CM2457'DRIVEWAY, 83.2 FT (25.4 M) NORTH-NORTHEAST OF THE CENTERLINE OF U.S.
 CM2457'280 AND U.S. 431, 135.3 FT (41.2 M) WEST-NORTHWEST OF A POWER POLE,
 CM2457'2.7 FT (0.8 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CM2457'WITH THE GROUND.
 CM2457'STATION 41-19 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2458 ***********************************************************************
 CM2458  DESIGNATION -  41 21
 CM2458  PID         -  CM2458
 CM2458  STATE/COUNTY-  AL/LEE
 CM2458  USGS QUAD   -  BLEECKER (1973)
 CM2458
 CM2458                         *CURRENT SURVEY CONTROL
 CM2458  ___________________________________________________________________
 CM2458* NAD 83(1992)-  32 30 56.76186(N)    085 12 26.69040(W)     ADJUSTED  
 CM2458* NAVD 88     -       134.3    (meters)     441.     (feet)  GPS OBS   
 CM2458  ___________________________________________________________________
 CM2458  X           -     449,795.663 (meters)                     COMP
 CM2458  Y           -  -5,364,798.872 (meters)                     COMP
 CM2458  Z           -   3,408,854.893 (meters)                     COMP
 CM2458  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 CM2458  ELLIP HEIGHT-         106.36  (meters)          (07/29/02) GPS OBS
 CM2458  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CM2458
 CM2458  HORZ ORDER  -  FIRST
 CM2458  ELLP ORDER  -  FOURTH    CLASS I
 CM2458
 CM2458.The horizontal coordinates were established by GPS observations
 CM2458.and adjusted by the National Geodetic Survey in September 1997..
 CM2458
 CM2458.The orthometric height was determined by GPS observations and a
 CM2458.high-resolution geoid model.
 CM2458
 CM2458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2458
 CM2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2458
 CM2458.The ellipsoidal height was determined by GPS observations
 CM2458.and is referenced to NAD 83.
 CM2458
 CM2458.The geoid height was determined by GEOID03.
 CM2458
 CM2458;                    North         East     Units Scale Factor Converg.
 CM2458;SPC AL E     -   223,668.548   258,809.751   MT  1.00000263   +0 20 11.3
 CM2458;UTM  16      - 3,599,023.045   668,376.339   MT  0.99994961   +0 57 49.7
 CM2458
 CM2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2458!SPC AL E     -   0.99998330  x   1.00000263  =   0.99998593
 CM2458!UTM  16      -   0.99998330  x   0.99994961  =   0.99993291
 CM2458
 CM2458                          SUPERSEDED SURVEY CONTROL
 CM2458
 CM2458  NAD 83(1992)-  32 30 56.76171(N)    085 12 26.69093(W) AD(       ) 1
 CM2458  ELLIP H (09/27/93)  106.41   (m)                       GP(       ) 4 1
 CM2458
 CM2458.Superseded values are not recommended for survey control.
 CM2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2458.See file dsdata.txt to determine how the superseded data were derived.
 CM2458
 CM2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6837699023(NAD 83)
 CM2458_MARKER: DD = SURVEY DISK
 CM2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2458_SP_SET: CONCRETE POST
 CM2458_STAMPING: 41-21 1992
 CM2458_MARK LOGO: ALHD  
 CM2458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2458+STABILITY: SURFACE MOTION
 CM2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2458+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2458
 CM2458  HISTORY     - Date     Condition        Report By
 CM2458  HISTORY     - 1992     MONUMENTED       ALHD
 CM2458
 CM2458                          STATION DESCRIPTION
 CM2458
 CM2458'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2458'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTH RIGHT OF WAY OF LEE
 CM2458'COUNTY ROAD NO. 240, ABOUT 5.95 MI (9.58 KM) SOUTH-SOUTHEAST OF SALEM
 CM2458'AND ABOUT 10.55 MI (16.98 KM) NORTHEAST OF MARVYN.
 CM2458'TO REACH THE STATION FROM THE JUNCTION OF ALA 169 AND ALA 51 (MILE
 CM2458'POST 27.10 ON ALA 169 AND MILE POST 114.10 ON ALA 51) IN SOUTH
 CM2458'OPELIKA, DRIVE SOUTHEAST ON ALA 169 FOR 10.50 MI (16.90 KM) TO MILE
 CM2458'POST 16.60 AND A Y-INTERSECTION WITH ALA 169 RIGHT AND LEE COUNTY
 CM2458'ROAD NO. 240 LEFT, BEAR LEFT ON LEE COUNTY ROAD NO. 240 AND DRIVE
 CM2458'EAST FOR 2.60 MI (4.18 KM) TO THE STATION ON THE LEFT.
 CM2458'THE STATION IS 3.2 FT (1.0 M) SOUTH-SOUTHWEST OF A FOUR STRAND BARBED
 CM2458'WIRE FENCE ON WOOD POST, 46.2 FT (14.1 M) NORTH-NORTHEAST OF THE
 CM2458'CENTERLINE OF LEE COUNTY ROAD NO. 240, 156.3 FT (47.6 M)
 CM2458'WEST-NORTHWEST OF THE NORTHWEST END OF A FIVE-FOOT CHAIN LINK FENCE,
 CM2458'156.6 FT (47.7 M) WEST-NORTHWEST OF THE SOUTHWEST BRACED JUNCTION
 CM2458'FENCE CORNER, 3.0 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST,
 CM2458'AND SET FLUSH WITH THE GROUND.
 CM2458'STATION 41-22 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2459 ***********************************************************************
 CM2459  DESIGNATION -  41 22
 CM2459  PID         -  CM2459
 CM2459  STATE/COUNTY-  AL/LEE
 CM2459  USGS QUAD   -  BLEECKER (1973)
 CM2459
 CM2459                         *CURRENT SURVEY CONTROL
 CM2459  ___________________________________________________________________
 CM2459* NAD 83(1992)-  32 31 05.74584(N)    085 12 54.84315(W)     ADJUSTED  
 CM2459* NAVD 88     -       144.5    (meters)     474.     (feet)  GPS OBS   
 CM2459  ___________________________________________________________________
 CM2459  X           -     449,051.732 (meters)                     COMP
 CM2459  Y           -  -5,364,720.519 (meters)                     COMP
 CM2459  Z           -   3,409,093.730 (meters)                     COMP
 CM2459  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 CM2459  ELLIP HEIGHT-         116.54  (meters)          (07/29/02) GPS OBS
 CM2459  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CM2459
 CM2459  HORZ ORDER  -  FIRST
 CM2459  ELLP ORDER  -  FOURTH    CLASS I
 CM2459
 CM2459.The horizontal coordinates were established by GPS observations
 CM2459.and adjusted by the National Geodetic Survey in September 1997..
 CM2459
 CM2459.The orthometric height was determined by GPS observations and a
 CM2459.high-resolution geoid model.
 CM2459
 CM2459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2459
 CM2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2459
 CM2459.The ellipsoidal height was determined by GPS observations
 CM2459.and is referenced to NAD 83.
 CM2459
 CM2459.The geoid height was determined by GEOID03.
 CM2459
 CM2459;                    North         East     Units Scale Factor Converg.
 CM2459;SPC AL E     -   223,941.002   258,073.368   MT  1.00000157   +0 19 56.2
 CM2459;UTM  16      - 3,599,287.405   667,637.057   MT  0.99994654   +0 57 34.8
 CM2459
 CM2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2459!SPC AL E     -   0.99998170  x   1.00000157  =   0.99998327
 CM2459!UTM  16      -   0.99998170  x   0.99994654  =   0.99992824
 CM2459
 CM2459                          SUPERSEDED SURVEY CONTROL
 CM2459
 CM2459  NAD 83(1992)-  32 31 05.74569(N)    085 12 54.84368(W) AD(       ) 1
 CM2459  ELLIP H (09/27/93)  116.60   (m)                       GP(       ) 4 1
 CM2459
 CM2459.Superseded values are not recommended for survey control.
 CM2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2459.See file dsdata.txt to determine how the superseded data were derived.
 CM2459
 CM2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6763799287(NAD 83)
 CM2459_MARKER: DD = SURVEY DISK
 CM2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2459_SP_SET: CONCRETE POST
 CM2459_STAMPING: 41-22 1992
 CM2459_MARK LOGO: ALHD  
 CM2459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2459+STABILITY: SURFACE MOTION
 CM2459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2459+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2459
 CM2459  HISTORY     - Date     Condition        Report By
 CM2459  HISTORY     - 1992     MONUMENTED       ALHD
 CM2459
 CM2459                          STATION DESCRIPTION
 CM2459
 CM2459'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2459'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTH RIGHT OF WAY OF LEE
 CM2459'COUNTY ROAD NO. 240, ABOUT 5.75 MI (9.25 KM) SOUTH-SOUTHEAST OF SALEM
 CM2459'AND ABOUT 10.10 MI (16.25 KM) NORTHEAST OF MARVYN.
 CM2459'TO REACH THE STATION FROM THE JUNCTION OF ALA 169 AND ALA 51 (MILE
 CM2459'POST 27.10 ON ALA 169 AND MILE POST 114.10 ON ALA 51) IN SOUTH
 CM2459'OPELIKA, DRIVE SOUTHEAST ON ALA 169 FOR 10.50 MI (16.90 KM) TO MILE
 CM2459'POST 16.60 AND A Y-INTERSECTION WITH ALA 169 RIGHT AND LEE COUNTY
 CM2459'ROAD NO. 240 LEFT, BEAR LEFT ON LEE COUNTY ROAD NO. 240 AND DRIVE
 CM2459'EAST FOR 2.10 MI (3.38 KM) TO THE STATION ON THE RIGHT.
 CM2459'THE STATION IS 5.4 FT (1.6 M) NORTH-NORTHEAST OF A HOG WIRE FENCE WITH
 CM2459'ONE STRAND OF BARBED WIRE ON WOOD POST, 44.3 FT (13.5 M)
 CM2459'SOUTH-SOUTHWEST OF THE CENTERLINE OFF LEE COUNTY ROAD NO. 240, 109.0
 CM2459'FT (33.2 M) EAST-SOUTHEAST OF THE WEST BRACED FENCE CORNER, 109.2 FT
 CM2459'(33.3 M) EAST-SOUTHEAST OF THE EAST POST OF A FIVE-FOOT CHAIN LINK
 CM2459'FENCE AT A THREE FOOT WALK THRU GATE, 5.5 FT (1.7 M) NORTHEAST OF A
 CM2459'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2459'STATION 41-21 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2460 ***********************************************************************
 CM2460  DESIGNATION -  41 23
 CM2460  PID         -  CM2460
 CM2460  STATE/COUNTY-  AL/LEE
 CM2460  USGS QUAD   -  WAVERLY (1971)
 CM2460
 CM2460                         *CURRENT SURVEY CONTROL
 CM2460  ___________________________________________________________________
 CM2460* NAD 83(1992)-  32 40 12.34495(N)    085 33 11.51949(W)     ADJUSTED  
 CM2460* NAVD 88     -       225.5    (meters)     740.     (feet)  GPS OBS   
 CM2460  ___________________________________________________________________
 CM2460  X           -     416,701.665 (meters)                     COMP
 CM2460  Y           -  -5,358,300.136 (meters)                     COMP
 CM2460  Z           -   3,423,323.333 (meters)                     COMP
 CM2460  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CM2460  ELLIP HEIGHT-         196.79  (meters)          (07/29/02) GPS OBS
 CM2460  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CM2460
 CM2460  HORZ ORDER  -  FIRST
 CM2460  ELLP ORDER  -  FOURTH    CLASS I
 CM2460
 CM2460.The horizontal coordinates were established by GPS observations
 CM2460.and adjusted by the National Geodetic Survey in September 1993..
 CM2460
 CM2460.The orthometric height was determined by GPS observations and a
 CM2460.high-resolution geoid model.
 CM2460
 CM2460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2460
 CM2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2460
 CM2460.The ellipsoidal height was determined by GPS observations
 CM2460.and is referenced to NAD 83.
 CM2460
 CM2460.The geoid height was determined by GEOID03.
 CM2460
 CM2460;                    North         East     Units Scale Factor Converg.
 CM2460;SPC AL E     -   240,644.481   226,275.361   MT  0.99996851   +0 09 04.4
 CM2460;UTM  16      - 3,615,639.400   635,660.847   MT  0.99982694   +0 46 52.0
 CM2460
 CM2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2460!SPC AL E     -   0.99996910  x   0.99996851  =   0.99993761
 CM2460!UTM  16      -   0.99996910  x   0.99982694  =   0.99979605
 CM2460
 CM2460                          SUPERSEDED SURVEY CONTROL
 CM2460
 CM2460  ELLIP H (09/27/93)  196.86   (m)                       GP(       ) 4 1
 CM2460
 CM2460.Superseded values are not recommended for survey control.
 CM2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2460.See file dsdata.txt to determine how the superseded data were derived.
 CM2460
 CM2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3566115639(NAD 83)
 CM2460_MARKER: DD = SURVEY DISK
 CM2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2460_SP_SET: CONCRETE POST
 CM2460_STAMPING: 41-23 1992
 CM2460_MARK LOGO: ALHD  
 CM2460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2460+STABILITY: SURFACE MOTION
 CM2460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2460+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2460
 CM2460  HISTORY     - Date     Condition        Report By
 CM2460  HISTORY     - 1992     MONUMENTED       ALHD
 CM2460
 CM2460                          STATION DESCRIPTION
 CM2460
 CM2460'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2460'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTH RIGHT OF WAY OF LEE
 CM2460'COUNTY ROAD NO. 72, ABOUT 5.25 MI (8.45 KM) NORTH-NORTHEAST OF
 CM2460'LOACHAPOKA AND 6.00 MI (9.66 KM) NORTHWEST OF AUBURN.
 CM2460'TO REACH THE STATION FROM THE JUNCTION OF ALA 147 AND ALA 14 (MILE
 CM2460'POST 4.00 ON ALA 147 AND MILE POST 220.65 ON ALA 14) NEAR AUBURN,
 CM2460'DRIVE NORTH ON ALA 147 FOR 4.05 MI (6.52 KM) TO MILE POST 8.05 AND A
 CM2460'CROSSROADS WITH LEE COUNTY ROAD NO. 72 LEFT AND RIGHT AT FARMVILLE
 CM2460'BAPTIST CHURCH, TURN LEFT ON LEE COUNTY ROAD NO. 72 AND DRIVE WEST
 CM2460'FOR 3.50 MI (5.63 KM) TO A Y-INTERSECTION WITH LEE COUNTY ROAD NO. 72
 CM2460'RIGHT AND LEE COUNTY ROAD NO. 80 LEFT, BEAR RIGHT ON LEE COUNTY ROAD
 CM2460'NO. 72 AND DRIVE NORTHWEST FOR 0.80 MI (1.29 KM) TO THE STATION ON
 CM2460'THE LEFT.
 CM2460'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF A FIVE STRAND BARBED
 CM2460'WIRE FENCE ON WOOD POST, 38.2 FT (11.6 M) SOUTH-SOUTHWEST OF THE
 CM2460'CENTERLINE OF LEE COUNTY ROAD NO. 72, 2.7 FT (0.8 M) NORTHEAST OF A
 CM2460'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2460'STATION 41-24 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2461 ***********************************************************************
 CM2461  DESIGNATION -  41 24
 CM2461  PID         -  CM2461
 CM2461  STATE/COUNTY-  AL/LEE
 CM2461  USGS QUAD   -  WAVERLY (1971)
 CM2461
 CM2461                         *CURRENT SURVEY CONTROL
 CM2461  ___________________________________________________________________
 CM2461* NAD 83(1992)-  32 39 47.66301(N)    085 33 15.89418(W)     ADJUSTED  
 CM2461* NAVD 88     -       229.6    (meters)     753.     (feet)  GPS OBS   
 CM2461  ___________________________________________________________________
 CM2461  X           -     416,620.096 (meters)                     COMP
 CM2461  Y           -  -5,358,721.547 (meters)                     COMP
 CM2461  Z           -   3,422,685.439 (meters)                     COMP
 CM2461  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CM2461  ELLIP HEIGHT-         200.85  (meters)          (07/29/02) GPS OBS
 CM2461  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CM2461
 CM2461  HORZ ORDER  -  FIRST
 CM2461  ELLP ORDER  -  FOURTH    CLASS I
 CM2461
 CM2461.The horizontal coordinates were established by GPS observations
 CM2461.and adjusted by the National Geodetic Survey in September 1993..
 CM2461
 CM2461.The orthometric height was determined by GPS observations and a
 CM2461.high-resolution geoid model.
 CM2461
 CM2461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2461
 CM2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2461
 CM2461.The ellipsoidal height was determined by GPS observations
 CM2461.and is referenced to NAD 83.
 CM2461
 CM2461.The geoid height was determined by GEOID03.
 CM2461
 CM2461;                    North         East     Units Scale Factor Converg.
 CM2461;SPC AL E     -   239,883.877   226,163.378   MT  0.99996844   +0 09 01.9
 CM2461;UTM  16      - 3,614,877.719   635,557.246   MT  0.99982659   +0 46 49.1
 CM2461
 CM2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2461!SPC AL E     -   0.99996847  x   0.99996844  =   0.99993691
 CM2461!UTM  16      -   0.99996847  x   0.99982659  =   0.99979506
 CM2461
 CM2461                          SUPERSEDED SURVEY CONTROL
 CM2461
 CM2461  ELLIP H (09/27/93)  200.92   (m)                       GP(       ) 4 1
 CM2461
 CM2461.Superseded values are not recommended for survey control.
 CM2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2461.See file dsdata.txt to determine how the superseded data were derived.
 CM2461
 CM2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3555714878(NAD 83)
 CM2461_MARKER: DD = SURVEY DISK
 CM2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2461_SP_SET: CONCRETE POST
 CM2461_STAMPING: 41-24 1992
 CM2461_MARK LOGO: ALHD  
 CM2461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2461+STABILITY: SURFACE MOTION
 CM2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2461+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2461
 CM2461  HISTORY     - Date     Condition        Report By
 CM2461  HISTORY     - 1992     MONUMENTED       ALHD
 CM2461
 CM2461                          STATION DESCRIPTION
 CM2461
 CM2461'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2461'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTH RIGHT OF WAY OF LEE
 CM2461'COUNTY ROAD NO. 80, ABOUT 4.80 MI (7.72 KM) NORTH-NORTHEAST OF
 CM2461'LOACHAPOKA AND 5.70 MI (9.17 KM) NORTHWEST OF AUBURN.
 CM2461'TO REACH THE STATION FROM THE JUNCTION OF ALA 147 AND ALA 14 (MILE
 CM2461'POST 4.00 ON ALA 147 AND MILE POST 220.65 ON ALA 14) NEAR AUBURN,
 CM2461'DRIVE NORTH ON ALA 147 FOR 4.05 MI (6.52 KM) TO MILE POST 8.05 AND A
 CM2461'CROSSROADS WITH LEE COUNTY ROAD NO. 72 LEFT AND RIGHT AT FARMVILLE
 CM2461'BAPTIST CHURCH, TURN LEFT ON LEE COUNTY ROAD NO. 72 AND DRIVE WEST
 CM2461'FOR 3.50 MI (5.63 KM) TO A Y-INTERSECTION WITH LEE COUNTY ROAD NO. 72
 CM2461'RIGHT AND LEE COUNTY ROAD NO. 80 LEFT, BEAR LEFT ON LEE COUNTY ROAD
 CM2461'NO. 80 AND DRIVE WEST FOR 0.50 MI (0.80 KM) TO THE STATION ON THE
 CM2461'RIGHT.
 CM2461'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A HOG WIRE FENCE WITH
 CM2461'TWO STRANDS OF BARBED WIRE FENCE ON WOOD POST, 32.7 FT (10.0 M)
 CM2461'NORTH-NORTHWEST OF THE CENTERLINE OF LEE COUNTY ROAD NO. 80, 2.8 FT
 CM2461'(0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2461'GROUND.
 CM2461'STATION 41-23 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2462 ***********************************************************************
 CM2462  DESIGNATION -  41 25
 CM2462  PID         -  CM2462
 CM2462  STATE/COUNTY-  AL/LEE
 CM2462  USGS QUAD   -  BEULAH (1983)
 CM2462
 CM2462                         *CURRENT SURVEY CONTROL
 CM2462  ___________________________________________________________________
 CM2462* NAD 83(1992)-  32 38 34.28384(N)    085 14 08.86487(W)     ADJUSTED  
 CM2462* NAVD 88     -       269.8    (meters)     885.     (feet)  GPS OBS   
 CM2462  ___________________________________________________________________
 CM2462  X           -     446,517.243 (meters)                     COMP
 CM2462  Y           -  -5,357,571.351 (meters)                     COMP
 CM2462  Z           -   3,420,804.041 (meters)                     COMP
 CM2462  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 CM2462  ELLIP HEIGHT-         241.37  (meters)          (07/29/02) GPS OBS
 CM2462  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CM2462
 CM2462  HORZ ORDER  -  FIRST
 CM2462  ELLP ORDER  -  FOURTH    CLASS I
 CM2462
 CM2462.The horizontal coordinates were established by GPS observations
 CM2462.and adjusted by the National Geodetic Survey in September 1997..
 CM2462
 CM2462.The orthometric height was determined by GPS observations and a
 CM2462.high-resolution geoid model.
 CM2462
 CM2462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2462
 CM2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2462
 CM2462.The ellipsoidal height was determined by GPS observations
 CM2462.and is referenced to NAD 83.
 CM2462
 CM2462.The geoid height was determined by GEOID03.
 CM2462
 CM2462;                    North         East     Units Scale Factor Converg.
 CM2462;SPC AL E     -   237,746.841   256,063.881   MT  0.99999874   +0 19 20.4
 CM2462;UTM  16      - 3,613,069.573   665,476.392   MT  0.99993766   +0 57 06.6
 CM2462
 CM2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2462!SPC AL E     -   0.99996210  x   0.99999874  =   0.99996084
 CM2462!UTM  16      -   0.99996210  x   0.99993766  =   0.99989977
 CM2462
 CM2462                          SUPERSEDED SURVEY CONTROL
 CM2462
 CM2462  NAD 83(1992)-  32 38 34.28370(N)    085 14 08.86539(W) AD(       ) 1
 CM2462  ELLIP H (09/27/93)  241.42   (m)                       GP(       ) 4 1
 CM2462
 CM2462.Superseded values are not recommended for survey control.
 CM2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2462.See file dsdata.txt to determine how the superseded data were derived.
 CM2462
 CM2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6547613070(NAD 83)
 CM2462_MARKER: DD = SURVEY DISK
 CM2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2462_SP_SET: CONCRETE POST
 CM2462_STAMPING: 41-25 1992
 CM2462_MARK LOGO: ALHD  
 CM2462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2462+STABILITY: SURFACE MOTION
 CM2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2462+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2462
 CM2462  HISTORY     - Date     Condition        Report By
 CM2462  HISTORY     - 1992     MONUMENTED       ALHD
 CM2462
 CM2462                          STATION DESCRIPTION
 CM2462
 CM2462'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2462'THE STATION IS LOCATED IN LEE COUNTY ON A HIGH VOLTAGE POWER LINE
 CM2462'RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY, ABOUT 3.0 MI (4.8 KM)
 CM2462'NORTH OF SALEM AND ABOUT 8.40 MI (13.52 KM) EAST OF OPELIKA.
 CM2462'TO REACH THE STATION FROM EXIT 62 ON I-85 (MILE POST 140.95 ON U.S.
 CM2462'280), IN OPELIKA, DRIVE SOUTHEAST ON U.S. 280 AND U.S. 431 FOR 3.70
 CM2462'MI (5.95 KM) TO MILE POST 137.25 AND LEE COUNTY ROAD NO. 158 LEFT,
 CM2462'TURN LEFT ON LEE COUNTY ROAD NO. 158 AND DRIVE NORTHEAST FOR 2.35 MI
 CM2462'(3.78 KM) TO A T-INTERSECTION AND STOP SIGN WITH LEE COUNTY ROAD NO.
 CM2462'183 RIGHT AND LEE COUNTY ROAD NO. 158 LEFT, TURN LEFT ON LEE COUNTY
 CM2462'ROAD NO. 158 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO A
 CM2462'Y-INTERSECTION WITH LEE COUNTY ROAD NO. 158 RIGHT AND LEE COUNTY ROAD
 CM2462'NO. 182 LEFT, BEAR RIGHT ON LEE COUNTY ROAD NO. 158 AND DRIVE EAST
 CM2462'FOR 1.50 MI (2.41 KM) TO A CROSSROADS WITH LEE COUNTY ROAD NO. 252
 CM2462'PAVED ON THE LEFT AND LEE COUNTY ROAD NO. 252, (A GRAVEL ROAD) ON THE
 CM2462'RIGHT, TURN RIGHT ON LEE COUNTY ROAD NO. 252, (THE GRAVEL ROAD) AND
 CM2462'DRIVE SOUTH FOR 1.60 MI (2.57 KM) TO LEE COUNTY ROAD NO. 258, (A
 CM2462'GRAVEL ROAD) ON THE RIGHT, TURN RIGHT ON LEE COUNTY ROAD NO. 258,
 CM2462'(THE GRAVEL ROAD) AND DRIVE WEST FOR 0.45 MI (0.72 KM) TO AN OVERHEAD
 CM2462'HIGH VOLTAGE POWER LINE CROSSING AND THE STATION ON THE RIGHT.
 CM2462'THE STATION IS 20.0 FT (6.1 M) WEST OF THE CENTER OF A WOODS ROAD
 CM2462'UNDER THE POWER LINES, 26.8 FT (8.2 M) NORTH OF THE CENTER OF LEE
 CM2462'COUNTY ROAD NO. 258, 33.9 FT (10.3 M) WEST OF A POWER POLE, 61.1 FT
 CM2462'(18.6 M) NORTH-NORTHWEST OF JUNCTION POWER POLE NO. 13 ACROSS LEE
 CM2462'COUNTY ROAD NO. 258, 101.0 FT (30.8 M) SOUTH-SOUTHWEST OF POWER POLE
 CM2462'NO. 12, 3.3 FT (1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET
 CM2462'FLUSH WITH THE GROUND.
 CM2462'STATION 41-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2463 ***********************************************************************
 CM2463  DESIGNATION -  41 26
 CM2463  PID         -  CM2463
 CM2463  STATE/COUNTY-  AL/LEE
 CM2463  USGS QUAD   -  BEULAH (1983)
 CM2463
 CM2463                         *CURRENT SURVEY CONTROL
 CM2463  ___________________________________________________________________
 CM2463* NAD 83(1992)-  32 39 39.09449(N)    085 14 12.89687(W)     ADJUSTED  
 CM2463* NAVD 88     -       201.8    (meters)     662.     (feet)  GPS OBS   
 CM2463  ___________________________________________________________________
 CM2463  X           -     446,318.306 (meters)                     COMP
 CM2463  Y           -  -5,356,449.439 (meters)                     COMP
 CM2463  Z           -   3,422,448.328 (meters)                     COMP
 CM2463  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CM2463  ELLIP HEIGHT-         173.26  (meters)          (07/29/02) GPS OBS
 CM2463  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CM2463
 CM2463  HORZ ORDER  -  FIRST
 CM2463  ELLP ORDER  -  FOURTH    CLASS I
 CM2463
 CM2463.The horizontal coordinates were established by GPS observations
 CM2463.and adjusted by the National Geodetic Survey in September 1997..
 CM2463
 CM2463.The orthometric height was determined by GPS observations and a
 CM2463.high-resolution geoid model.
 CM2463
 CM2463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2463
 CM2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2463
 CM2463.The ellipsoidal height was determined by GPS observations
 CM2463.and is referenced to NAD 83.
 CM2463
 CM2463.The geoid height was determined by GEOID03.
 CM2463
 CM2463;                    North         East     Units Scale Factor Converg.
 CM2463;SPC AL E     -   239,742.713   255,947.583   MT  0.99999858   +0 19 18.7
 CM2463;UTM  16      - 3,615,063.924   665,338.175   MT  0.99993709   +0 57 06.1
 CM2463
 CM2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2463!SPC AL E     -   0.99997280  x   0.99999858  =   0.99997138
 CM2463!UTM  16      -   0.99997280  x   0.99993709  =   0.99990989
 CM2463
 CM2463                          SUPERSEDED SURVEY CONTROL
 CM2463
 CM2463  NAD 83(1992)-  32 39 39.09436(N)    085 14 12.89741(W) AD(       ) 1
 CM2463  ELLIP H (09/27/93)  173.30   (m)                       GP(       ) 4 1
 CM2463
 CM2463.Superseded values are not recommended for survey control.
 CM2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2463.See file dsdata.txt to determine how the superseded data were derived.
 CM2463
 CM2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6533815064(NAD 83)
 CM2463_MARKER: DD = SURVEY DISK
 CM2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2463_SP_SET: CONCRETE POST
 CM2463_STAMPING: 41-26 1992
 CM2463_MARK LOGO: ALHD  
 CM2463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2463+STABILITY: SURFACE MOTION
 CM2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2463+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2463
 CM2463  HISTORY     - Date     Condition        Report By
 CM2463  HISTORY     - 1992     MONUMENTED       ALHD
 CM2463
 CM2463                          STATION DESCRIPTION
 CM2463
 CM2463'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2463'THE STATION IS LOCATED IN LEE COUNTY ON A HIGH VOLTAGE POWER LINE
 CM2463'RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY, ABOUT 4.30 MI (6.92 KM)
 CM2463'NORTH OF SALEM AND ABOUT 8.35 MI (13.44 KM) EAST OF OPELIKA.
 CM2463'TO REACH THE STATION FROM EXIT 62 ON I-85 (MILE POST 140.95 ON U.S.
 CM2463'280), IN OPELIKA, DRIVE SOUTHEAST ON U.S. 280 AND U.S. 431 FOR 3.70
 CM2463'MI (5.95 KM) TO MILE POST 137.25 AND LEE COUNTY ROAD NO. 158 LEFT,
 CM2463'TURN LEFT ON LEE COUNTY ROAD NO. 158 AND DRIVE NORTHEAST FOR 2.35 MI
 CM2463'(3.78 KM) TO A T-INTERSECTION AND STOP SIGN WITH LEE COUNTY ROAD NO.
 CM2463'183 RIGHT AND LEE COUNTY ROAD NO. 158 LEFT, TURN LEFT ON LEE COUNTY
 CM2463'ROAD NO. 158 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO A
 CM2463'Y-INTERSECTION WITH LEE COUNTY ROAD NO. 158 RIGHT AND LEE COUNTY ROAD
 CM2463'NO. 182 LEFT, BEAR RIGHT ON LEE COUNTY ROAD NO. 158 AND DRIVE EAST
 CM2463'FOR 1.50 MI (2.41 KM) TO A CROSSROADS WITH LEE COUNTY ROAD NO. 252
 CM2463'PAVED ON THE LEFT AND LEE COUNTY ROAD NO. 252, (A GRAVEL ROAD) ON THE
 CM2463'RIGHT, TURN RIGHT ON LEE COUNTY ROAD NO. 252, (THE GRAVEL ROAD) AND
 CM2463'DRIVE SOUTH FOR 0.30 MI (0.48 KM) TO AN OVERHEAD HIGH VOLTAGE POWER
 CM2463'LINE CROSSING AND THE STATION ON THE LEFT.
 CM2463'THE STATION IS 5.1 FT (1.6 M) SOUTH OF A NINE-INCH BY EIGHTEEN-INCH
 CM2463'ALABAMA POWER COMPANY RIGHT OF WAY SIGN ON A STEEL POST, 19.0 FT
 CM2463'(5.8 M) SOUTH OF THE CENTER OF A WOODS ROAD UNDER THE POWER LINES,
 CM2463'24.0 EAST OF THE CENTER OF LEE COUNTY ROAD NO. 258, 67.4 FT (20.5 M)
 CM2463'EAST-NORTHEAST OF A POWER POLE ACROSS LEE COUNTY ROAD NO. 258, 108.5
 CM2463'FT (33.1 M) EAST OF POWER POLE NO. 49A 16773 ACROSS LEE COUNTY ROAD
 CM2463'NO. 258, 2.7 FT (0.8 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 CM2463'SET FLUSH WITH THE GROUND.
 CM2463'STATION 41-25 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2464 ***********************************************************************
 CM2464  DESIGNATION -  41 27
 CM2464  PID         -  CM2464
 CM2464  STATE/COUNTY-  AL/LEE
 CM2464  USGS QUAD   -  THORNTON (1971)
 CM2464
 CM2464                         *CURRENT SURVEY CONTROL
 CM2464  ___________________________________________________________________
 CM2464* NAD 83(1992)-  32 40 12.50695(N)    085 38 42.51974(W)     ADJUSTED  
 CM2464* NAVD 88     -       225.2    (meters)     739.     (feet)  GPS OBS   
 CM2464  ___________________________________________________________________
 CM2464  X           -     408,102.258 (meters)                     COMP
 CM2464  Y           -  -5,358,958.985 (meters)                     COMP
 CM2464  Z           -   3,423,327.367 (meters)                     COMP
 CM2464  LAPLACE CORR-           0.54  (seconds)                    DEFLEC99
 CM2464  ELLIP HEIGHT-         196.48  (meters)          (07/29/02) GPS OBS
 CM2464  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CM2464
 CM2464  HORZ ORDER  -  FIRST
 CM2464  ELLP ORDER  -  FOURTH    CLASS I
 CM2464
 CM2464.The horizontal coordinates were established by GPS observations
 CM2464.and adjusted by the National Geodetic Survey in September 1993..
 CM2464
 CM2464.The orthometric height was determined by GPS observations and a
 CM2464.high-resolution geoid model.
 CM2464
 CM2464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2464
 CM2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2464
 CM2464.The ellipsoidal height was determined by GPS observations
 CM2464.and is referenced to NAD 83.
 CM2464
 CM2464.The geoid height was determined by GEOID03.
 CM2464
 CM2464;                    North         East     Units Scale Factor Converg.
 CM2464;SPC AL E     -   240,630.446   217,651.321   MT  0.99996384   +0 06 05.7
 CM2464;UTM  16      - 3,615,530.577   627,038.803   MT  0.99979901   +0 43 53.2
 CM2464
 CM2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2464!SPC AL E     -   0.99996915  x   0.99996384  =   0.99993299
 CM2464!UTM  16      -   0.99996915  x   0.99979901  =   0.99976817
 CM2464
 CM2464                          SUPERSEDED SURVEY CONTROL
 CM2464
 CM2464  ELLIP H (09/27/93)  196.54   (m)                       GP(       ) 4 1
 CM2464
 CM2464.Superseded values are not recommended for survey control.
 CM2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2464.See file dsdata.txt to determine how the superseded data were derived.
 CM2464
 CM2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2703915531(NAD 83)
 CM2464_MARKER: DD = SURVEY DISK
 CM2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2464_SP_SET: CONCRETE POST
 CM2464_STAMPING: 41-27 1992
 CM2464_MARK LOGO: ALHD  
 CM2464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2464+STABILITY: SURFACE MOTION
 CM2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2464+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2464
 CM2464  HISTORY     - Date     Condition        Report By
 CM2464  HISTORY     - 1992     MONUMENTED       ALHD
 CM2464
 CM2464                          STATION DESCRIPTION
 CM2464
 CM2464'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2464'THE STATION IS LOCATED IN LEE COUNTY ON A HIGH VOLTAGE POWER LINE
 CM2464'RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY, ABOUT 1.10 MI (1.77 KM)
 CM2464'SOUTHEAST OF ROXANA AND ABOUT 5.25 MI (8.45 KM) NORTH-NORTHWEST OF
 CM2464'LOACHAPOKA.
 CM2464'TO REACH THE STATION FROM THE JUNCTION OF ALA 147 AND ALA 14 (MILE
 CM2464'POST 4.00 ON ALA 147 AND MILE POST 220.65 ON ALA 14) NEAR AUBURN,
 CM2464'DRIVE NORTH ON ALA 147 FOR 4.05 MI (6.52 KM) TO MILE POST 8.05 AND A
 CM2464'CROSSROADS WITH LEE COUNTY ROAD NO. 72 LEFT AND RIGHT AT FARMVILLE
 CM2464'BAPTIST CHURCH, TURN LEFT ON LEE COUNTY ROAD NO. 72 AND DRIVE WEST
 CM2464'FOR 3.50 MI (5.63 KM) TO A Y-INTERSECTION WITH LEE COUNTY ROAD NO. 80
 CM2464'LEFT AND LEE COUNTY ROAD N0. 72 RIGHT , BEAR RIGHT ON LEE COUNTY ROAD
 CM2464'NO. 72 AND DRIVE NORTHWEST FOR 2.65 MI (4.26 KM) TO A CROSSROADS WITH
 CM2464'LEE COUNTY ROAD NO. 188 LEFT AND RIGHT, CONTINUE NORTHWEST ON LEE
 CM2464'COUNTY ROAD NO. 72 FOR 3.80 MI (6.12 KM) TO A T-INTERSECTION AT A
 CM2464'STOP SIGN WITH LEE COUNTY ROAD NO. 73 RIGHT AND LEE COUNTY ROAD NO.
 CM2464'72 LEFT, TURN LEFT ON LEE COUNTY ROAD NO. 72 AND DRIVE WEST FOR 0.45
 CM2464'MI (0.72 KM) TO A Y-INTERSECTION WITH LEE COUNTY ROAD NO. 72 RIGHT
 CM2464'AND LEE COUNTY ROAD NO. 71 LEFT, BEAR LEFT ON LEE COUNTY ROAD NO. 71
 CM2464'AND DRIVE WEST FOR 0.45 MI (0.72 KM) TO LEE COUNTY ROAD NO. 70, (A
 CM2464'GRAVEL ROAD)ON THE LEFT, TURN LEFT ON LEE COUNTY ROAD NO. 70, (THE
 CM2464'GRAVEL ROAD)AND DRIVE SOUTH FOR 1.65 MI (2.66 KM) TO A OVERHEAD HIGH
 CM2464'VOLTAGE POWER LINE CROSSING AND A WOODS ROAD LEFT AND RIGHT UNDER THE
 CM2464'POWER LINES, TURN RIGHT ON THE WOODS ROAD AND DRIVE WEST FOR 0.05 MI
 CM2464'(0.08 KM) TO THE STATION ON THE RIGHT.
 CM2464'THE STATION IS 16.0 FT (4.9 M) NORTH OF THE CENTER OF THE WOODS ROAD
 CM2464'UNDER THE POWER LINES, 49.0 FT (14.9 M) SOUTH OF THE NORTH EDGE OF
 CM2464'THE POWER LINE RIGHT OF WAY, 70.0 FT (21.3 M) NORTH OF THE SOUTH EDGE
 CM2464'OF THE POWER LINE RIGHT OF WAY, 83.4 FT (25.4 M) NORTHWEST OF THE
 CM2464'NORTH POLE OF BENT NO. B 102, 90.5 FT (27.6 M) NORTHWEST OF THE SOUTH
 CM2464'POLE OF BENT NO. B 102, 114.7 FT (35.0 M) WEST OF A SINGLE CONCRETE
 CM2464'POWER POLE NO.105, 117.4 FT (35.8 M) WEST OF THE SOUTH POLE OF BENT
 CM2464'NO. 103, 122.0 FT (37.2 M) WEST OF THE NORTH POLE OF BENT NO. 103,
 CM2464'2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CM2464'THE GROUND.
 CM2464'STATION 41-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2465 ***********************************************************************
 CM2465  DESIGNATION -  41 28
 CM2465  PID         -  CM2465
 CM2465  STATE/COUNTY-  AL/LEE
 CM2465  USGS QUAD   -  THORNTON (1971)
 CM2465
 CM2465                         *CURRENT SURVEY CONTROL
 CM2465  ___________________________________________________________________
 CM2465* NAD 83(1992)-  32 40 16.39692(N)    085 39 46.68793(W)     ADJUSTED  
 CM2465* NAVD 88     -       201.2    (meters)     660.     (feet)  GPS OBS   
 CM2465  ___________________________________________________________________
 CM2465  X           -     406,428.663 (meters)                     COMP
 CM2465  Y           -  -5,359,000.987 (meters)                     COMP
 CM2465  Z           -   3,423,415.255 (meters)                     COMP
 CM2465  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CM2465  ELLIP HEIGHT-         172.42  (meters)          (07/29/02) GPS OBS
 CM2465  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CM2465
 CM2465  HORZ ORDER  -  FIRST
 CM2465  ELLP ORDER  -  FOURTH    CLASS I
 CM2465
 CM2465.The horizontal coordinates were established by GPS observations
 CM2465.and adjusted by the National Geodetic Survey in September 1993..
 CM2465
 CM2465.The orthometric height was determined by GPS observations and a
 CM2465.high-resolution geoid model.
 CM2465
 CM2465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2465
 CM2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2465
 CM2465.The ellipsoidal height was determined by GPS observations
 CM2465.and is referenced to NAD 83.
 CM2465
 CM2465.The geoid height was determined by GEOID03.
 CM2465
 CM2465;                    North         East     Units Scale Factor Converg.
 CM2465;SPC AL E     -   240,747.449   215,979.264   MT  0.99996315   +0 05 31.1
 CM2465;UTM  16      - 3,615,629.175   625,365.841   MT  0.99979380   +0 43 18.6
 CM2465
 CM2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2465!SPC AL E     -   0.99997293  x   0.99996315  =   0.99993608
 CM2465!UTM  16      -   0.99997293  x   0.99979380  =   0.99976674
 CM2465
 CM2465                          SUPERSEDED SURVEY CONTROL
 CM2465
 CM2465  ELLIP H (09/27/93)  172.49   (m)                       GP(       ) 4 1
 CM2465
 CM2465.Superseded values are not recommended for survey control.
 CM2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2465.See file dsdata.txt to determine how the superseded data were derived.
 CM2465
 CM2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2536615629(NAD 83)
 CM2465_MARKER: DD = SURVEY DISK
 CM2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2465_SP_SET: CONCRETE POST
 CM2465_STAMPING: 41-28 1992
 CM2465_MARK LOGO: ALHD  
 CM2465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2465+STABILITY: SURFACE MOTION
 CM2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2465+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2465
 CM2465  HISTORY     - Date     Condition        Report By
 CM2465  HISTORY     - 1992     MONUMENTED       ALHD
 CM2465
 CM2465                          STATION DESCRIPTION
 CM2465
 CM2465'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2465'THE STATION IS LOCATED IN LEE COUNTY ON A HIGH VOLTAGE POWER LINE
 CM2465'RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY, ABOUT 1.00 MI (1.61 KM)
 CM2465'SOUTHEAST OF ROXANA AND ABOUT 5.90 MI (9.49 KM) NORTH-NORTHWEST OF
 CM2465'LOACHAPOKA.
 CM2465'TO REACH THE STATION FROM THE JUNCTION OF ALA 147 AND ALA 14 (MILE
 CM2465'POST 4.00 ON ALA 147 AND MILE POST 220.65 ON ALA 14) NEAR AUBURN,
 CM2465'DRIVE NORTH ON ALA 147 FOR 4.05 MI (6.52 KM) TO MILE POST 8.05 AND A
 CM2465'CROSSROADS WITH LEE COUNTY ROAD NO. 72 LEFT AND RIGHT AT FARMVILLE
 CM2465'BAPTIST CHURCH, TURN LEFT ON LEE COUNTY ROAD NO. 72 AND DRIVE WEST
 CM2465'FOR 3.50 MI (5.63 KM) TO A Y-INTERSECTION WITH LEE COUNTY ROAD NO. 80
 CM2465'LEFT AND LEE COUNTY ROAD N0. 72 RIGHT , BEAR RIGHT ON LEE COUNTY ROAD
 CM2465'NO. 72 AND DRIVE NORTHWEST FOR 2.65 MI (4.26 KM) TO A CROSSROADS WITH
 CM2465'LEE COUNTY ROAD NO. 188 LEFT AND RIGHT, CONTINUE NORTHWEST ON LEE
 CM2465'COUNTY ROAD NO. 72 FOR 3.80 MI (6.12 KM) TO A T-INTERSECTION AT A
 CM2465'STOP SIGN WITH LEE COUNTY ROAD NO. 73 RIGHT AND LEE COUNTY ROAD NO.
 CM2465'72 LEFT, TURN LEFT ON LEE COUNTY ROAD NO. 72 AND DRIVE WEST FOR 0.45
 CM2465'MI (0.72 KM) TO A Y-INTERSECTION WITH LEE COUNTY ROAD NO. 72 RIGHT
 CM2465'AND LEE COUNTY ROAD NO. 71 LEFT, BEAR LEFT ON LEE COUNTY ROAD NO. 71
 CM2465'AND DRIVE WEST FOR 1.70 MI (2.74 KM) TO LEE COUNTY ROAD NO. 66, (A
 CM2465'GRAVEL ROAD)LEFT AT ROXANA METHODIST CHURCH, TURN LEFT ON LEE COUNTY
 CM2465'ROAD NO. 66, (THE GRAVEL ROAD) AND DRIVE SOUTH FOR 0.60 MI (0.97 KM)
 CM2465'TO A Y-INTERSECTION WITH A GRAVEL ROAD LEFT AND RIGHT, BEAR LEFT ON
 CM2465'THE GRAVEL ROAD AND DRIVE SOUTHERLY FOR 0.70 MI (1.13 KM) TO A
 CM2465'OVERHEAD HIGH VOLTAGE POWER LINE CROSSING AND THE STATION ON THE
 CM2465'RIGHT.
 CM2465'THE STATION IS 14.5 FT (4.4 M) SOUTH OF THE CENTER OF THE WOODS ROAD
 CM2465'UNDER THE POWER LINES, 48.9 FT (14.9 M) WEST-SOUTHWEST OF THE SOUTH
 CM2465'POLE OF BENT NO. 97, 51.0 FT (15.5 M) NORTH OF THE SOUTH EDGE OF THE
 CM2465'POWER LINE RIGHT OF WAY, 60.0 FT (18.3 M) SOUTHWEST OF THE NORTH POLE
 CM2465'OF BENT NO. 97, 66.0 FT (20.1 M) SOUTH OF THE NORTH EDGE OF THE POWER
 CM2465'LINE RIGHT OF WAY, 171.0 FT (52.1 M) WEST OF THE CENTER OF LEE COUNTY
 CM2465'ROAD NO. 66, 2.6 FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET
 CM2465'FLUSH WITH THE GROUND.
 CM2465'STATION 41-27 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2466 ***********************************************************************
 CM2466  DESIGNATION -  41 29
 CM2466  PID         -  CM2466
 CM2466  STATE/COUNTY-  AL/LEE
 CM2466  USGS QUAD   -  LOACHAPOKA (1983)
 CM2466
 CM2466                         *CURRENT SURVEY CONTROL
 CM2466  ___________________________________________________________________
 CM2466* NAD 83(1992)-  32 35 59.59160(N)    085 32 55.04762(W)     ADJUSTED  
 CM2466* NAVD 88     -       204.2    (meters)     670.     (feet)  GPS OBS   
 CM2466  ___________________________________________________________________
 CM2466  X           -     417,454.087 (meters)                     COMP
 CM2466  Y           -  -5,362,435.501 (meters)                     COMP
 CM2466  Z           -   3,416,754.942 (meters)                     COMP
 CM2466  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 CM2466  ELLIP HEIGHT-         175.70  (meters)          (07/29/02) GPS OBS
 CM2466  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CM2466
 CM2466  HORZ ORDER  -  FIRST
 CM2466  ELLP ORDER  -  FOURTH    CLASS I
 CM2466
 CM2466.The horizontal coordinates were established by GPS observations
 CM2466.and adjusted by the National Geodetic Survey in September 1993..
 CM2466
 CM2466.The orthometric height was determined by GPS observations and a
 CM2466.high-resolution geoid model.
 CM2466
 CM2466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2466
 CM2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2466
 CM2466.The ellipsoidal height was determined by GPS observations
 CM2466.and is referenced to NAD 83.
 CM2466
 CM2466.The geoid height was determined by GEOID03.
 CM2466
 CM2466;                    North         East     Units Scale Factor Converg.
 CM2466;SPC AL E     -   232,859.829   226,725.391   MT  0.99996880   +0 09 12.2
 CM2466;UTM  16      - 3,607,861.255   636,196.272   MT  0.99982873   +0 46 55.5
 CM2466
 CM2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2466!SPC AL E     -   0.99997241  x   0.99996880  =   0.99994122
 CM2466!UTM  16      -   0.99997241  x   0.99982873  =   0.99980115
 CM2466
 CM2466:                Primary Azimuth Mark                     Grid Az
 CM2466:SPC AL E     -  41 30                                    084 32 00.7
 CM2466:UTM  16      -  41 30                                    083 54 17.4
 CM2466
 CM2466|---------------------------------------------------------------------|
 CM2466| PID    Reference Object                     Distance      Geod. Az  |
 CM2466|                                                           dddmmss.s |
 CM2466| CM2467 41 30                               430.162 METERS 0844112.9 |
 CM2466|---------------------------------------------------------------------|
 CM2466
 CM2466                          SUPERSEDED SURVEY CONTROL
 CM2466
 CM2466  ELLIP H (09/27/93)  175.77   (m)                       GP(       ) 4 1
 CM2466
 CM2466.Superseded values are not recommended for survey control.
 CM2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2466.See file dsdata.txt to determine how the superseded data were derived.
 CM2466
 CM2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3619607861(NAD 83)
 CM2466_MARKER: DD = SURVEY DISK
 CM2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2466_SP_SET: CONCRETE POST
 CM2466_STAMPING: 41-29 1992
 CM2466_MARK LOGO: ALHD  
 CM2466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2466+STABILITY: SURFACE MOTION
 CM2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2466+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2466
 CM2466  HISTORY     - Date     Condition        Report By
 CM2466  HISTORY     - 1992     MONUMENTED       ALHD
 CM2466
 CM2466                          STATION DESCRIPTION
 CM2466
 CM2466'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2466'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTH RIGHT OF WAY OF ALA
 CM2466'14, ABOUT 3.20 MI (5.15 KM) EAST OF LOACHAPOKA AND ABOUT 3.80 MI
 CM2466'(6.12 KM) WEST OF AUBURN.
 CM2466'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 267 AT THE
 CM2466'OVERPASS BRIDGE (MILE POST 218.90 ON ALA 14 AND MILE POST 2.30 ON ALA
 CM2466'267) IN AUBURN, DRIVE WEST ON ALA 14 FOR 2.50 MI (4.02 KM) TO MILE
 CM2466'POST 216.40 AND THE STATION ON THE RIGHT.
 CM2466'THE STATION IS 3.2 FT (1.0 M) SOUTH OF A THREE BOARD UNPAINTED WOOD
 CM2466'FENCE ON WOOD POST, 14.0 FT (4.3 M) EAST OF A THREE-INCH GREEN METAL
 CM2466'STAND PIPE, 45.2 FT (13.8 M) NORTH OF THE CENTERLINE OF ALA 14, 90.5
 CM2466'FT (27.6 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 36 HWY 14, 92.4 FT
 CM2466'(28.2 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 6 R 3, 101.0 FT
 CM2466'(30.8 M) EAST OF POWER POLE NO. U5831 100 INSIDE THE PASTURE FENCE,
 CM2466'3.3 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CM2466'THE GROUND.
 CM2466'STATION 41-30 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2372 ***********************************************************************
 CM2372  DESIGNATION -  41 3
 CM2372  PID         -  CM2372
 CM2372  STATE/COUNTY-  AL/LEE
 CM2372  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM2372
 CM2372                         *CURRENT SURVEY CONTROL
 CM2372  ___________________________________________________________________
 CM2372* NAD 83(1992)-  32 35 17.39732(N)    085 18 16.34055(W)     ADJUSTED  
 CM2372* NAVD 88     -       179.2    (meters)     588.     (feet)  VERTCON   
 CM2372  ___________________________________________________________________
 CM2372  X           -     440,350.303 (meters)                     COMP
 CM2372  Y           -  -5,361,285.437 (meters)                     COMP
 CM2372  Z           -   3,415,646.452 (meters)                     COMP
 CM2372  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CM2372  ELLIP HEIGHT-         150.86  (meters)          (07/29/02) GPS OBS
 CM2372  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CM2372
 CM2372  HORZ ORDER  -  FIRST
 CM2372  ELLP ORDER  -  FOURTH    CLASS I
 CM2372
 CM2372.The horizontal coordinates were established by GPS observations
 CM2372.and adjusted by the National Geodetic Survey in December 1992..
 CM2372
 CM2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2372
 CM2372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2372
 CM2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2372
 CM2372.The ellipsoidal height was determined by GPS observations
 CM2372.and is referenced to NAD 83.
 CM2372
 CM2372.The geoid height was determined by GEOID03.
 CM2372
 CM2372;                    North         East     Units Scale Factor Converg.
 CM2372;SPC AL E     -   231,647.708   249,644.144   MT  0.99999038   +0 17 05.3
 CM2372;UTM  16      - 3,606,900.758   659,124.442   MT  0.99991223   +0 54 48.1
 CM2372
 CM2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2372!SPC AL E     -   0.99997631  x   0.99999038  =   0.99996669
 CM2372!UTM  16      -   0.99997631  x   0.99991223  =   0.99988855
 CM2372
 CM2372                          SUPERSEDED SURVEY CONTROL
 CM2372
 CM2372  ELLIP H (12/04/92)  150.88   (m)                       GP(       ) 4 1
 CM2372  NAD 83(1986)-  32 35 17.40293(N)    085 18 16.33989(W) AD(       ) 1
 CM2372  NGVD 29 (12/04/92)  179.2    (m)          588.     (f) GPS OBS        
 CM2372
 CM2372.Superseded values are not recommended for survey control.
 CM2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2372.See file dsdata.txt to determine how the superseded data were derived.
 CM2372
 CM2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5912406901(NAD 83)
 CM2372_MARKER: DD = SURVEY DISK
 CM2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2372_SP_SET: CONCRETE POST
 CM2372_STAMPING: 41-3 1989
 CM2372_MARK LOGO: ALHD  
 CM2372_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2372+STABILITY: SURFACE MOTION
 CM2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2372+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1991
 CM2372
 CM2372  HISTORY     - Date     Condition        Report By
 CM2372  HISTORY     - 1989     MONUMENTED       ALHD
 CM2372  HISTORY     - 19910620 GOOD             ALHD
 CM2372
 CM2372                          STATION DESCRIPTION
 CM2372
 CM2372'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2372'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTH RIGHT OF WAY OF LEE
 CM2372'COUNTY ROAD NO. 36, ABOUT 9.82 KM (6.10 MI) SOUTHEAST OF OPELIKA AND
 CM2372'ABOUT 16.90 KM (10.50 MI) EAST OF AUBURN.
 CM2372'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA 169 AND LEE COUNTY
 CM2372'ROAD NO. 36 AT SPRING VILLA SOUTH OF OPELIKA, DRIVE EAST ON LEE COUNTY
 CM2372'ROAD NO. 36 3.06 KM (1.90 MI) TO THE STATION ON THE LEFT.
 CM2372'THE STATION IS 10.45 M (34.3 FT) NORTH OF THE CENTERLINE OF LEE COUNTY
 CM2372'ROAD NO. 36, 2.29 M (7.5 FT) SOUTH OF A 4 STRAND BARBED WIRE FENCE,
 CM2372'38.10 M (125.0 FT) EAST - NORTHEAST OF A POWER POLE, 2.16 M SOUTH OF A
 CM2372'CARSONITE WITNESS POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR
 CM2372'DRIVEN FLUSH WITH THE GROUND, AND SET FLUSH WITH THE GROUND.
 CM2372'STATION 41 - 4 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2372
 CM2372                          STATION RECOVERY (1991)
 CM2372
 CM2372'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2372'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTH RIGHT OF WAY OF LEE
 CM2372'COUNTY ROAD NO. 36, ABOUT 9.82 KM (6.10 MI) SOUTHEAST OF OPELIKA AND
 CM2372'ABOUT 16.90 KM (10.50 MI) EAST OF AUBURN.
 CM2372'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA 169 AND LEE COUNTY
 CM2372'ROAD NO. 36 AT SPRING VILLA SOUTH OF OPELIKA, DRIVE EAST ON LEE
 CM2372'COUNTY ROAD NO. 36 FOR 3.06 KM (1.90 MI) TO THE STATION ON THE LEFT.
 CM2372'THE STATION IS 10.45 M (34.28 FT) NORTH OF THE CENTERLINE OF LEE
 CM2372'COUNTY ROAD NO. 36, 2.29 M (7.51 FT) SOUTH OF A 4-STRAND BARBED WIRE
 CM2372'FENCE, 38.10 M (125.00 FT) EAST-NORTHEAST OF A POWER POLE, 2.16 M
 CM2372'(7.09 FT) SOUTH OF A CARSONITE WITNESS POST, 0.30 M (0.98 FT) WEST OF
 CM2372'A 5/8 INCH REBAR DRIVEN FLUSH WITH THE GROUND, AND SET FLUSH WITH THE
 CM2372'GROUND.
 CM2372'STATION 41-4 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2467 ***********************************************************************
 CM2467  DESIGNATION -  41 30
 CM2467  PID         -  CM2467
 CM2467  STATE/COUNTY-  AL/LEE
 CM2467  USGS QUAD   -  LOACHAPOKA (1983)
 CM2467
 CM2467                         *CURRENT SURVEY CONTROL
 CM2467  ___________________________________________________________________
 CM2467* NAD 83(1992)-  32 36 00.88435(N)    085 32 38.62181(W)     ADJUSTED  
 CM2467* NAVD 88     -       205.3    (meters)     674.     (feet)  GPS OBS   
 CM2467  ___________________________________________________________________
 CM2467  X           -     417,879.526 (meters)                     COMP
 CM2467  Y           -  -5,362,381.773 (meters)                     COMP
 CM2467  Z           -   3,416,789.084 (meters)                     COMP
 CM2467  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 CM2467  ELLIP HEIGHT-         176.80  (meters)          (07/29/02) GPS OBS
 CM2467  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CM2467
 CM2467  HORZ ORDER  -  FIRST
 CM2467  ELLP ORDER  -  FOURTH    CLASS I
 CM2467
 CM2467.The horizontal coordinates were established by GPS observations
 CM2467.and adjusted by the National Geodetic Survey in September 1993..
 CM2467
 CM2467.The orthometric height was determined by GPS observations and a
 CM2467.high-resolution geoid model.
 CM2467
 CM2467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2467
 CM2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2467
 CM2467.The ellipsoidal height was determined by GPS observations
 CM2467.and is referenced to NAD 83.
 CM2467
 CM2467.The geoid height was determined by GEOID03.
 CM2467
 CM2467;                    North         East     Units Scale Factor Converg.
 CM2467;SPC AL E     -   232,900.806   227,153.584   MT  0.99996909   +0 09 21.1
 CM2467;UTM  16      - 3,607,906.922   636,623.930   MT  0.99983017   +0 47 04.4
 CM2467
 CM2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2467!SPC AL E     -   0.99997224  x   0.99996909  =   0.99994133
 CM2467!UTM  16      -   0.99997224  x   0.99983017  =   0.99980242
 CM2467
 CM2467:                Primary Azimuth Mark                     Grid Az
 CM2467:SPC AL E     -  41 29                                    264 32 00.7
 CM2467:UTM  16      -  41 29                                    263 54 17.4
 CM2467
 CM2467|---------------------------------------------------------------------|
 CM2467| PID    Reference Object                     Distance      Geod. Az  |
 CM2467|                                                           dddmmss.s |
 CM2467| CM2466 41 29                               430.162 METERS 2644121.8 |
 CM2467|---------------------------------------------------------------------|
 CM2467
 CM2467                          SUPERSEDED SURVEY CONTROL
 CM2467
 CM2467  ELLIP H (09/27/93)  176.87   (m)                       GP(       ) 4 1
 CM2467
 CM2467.Superseded values are not recommended for survey control.
 CM2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2467.See file dsdata.txt to determine how the superseded data were derived.
 CM2467
 CM2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3662407907(NAD 83)
 CM2467_MARKER: DD = SURVEY DISK
 CM2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2467_SP_SET: CONCRETE POST
 CM2467_STAMPING: 41-30 1992
 CM2467_MARK LOGO: ALHD  
 CM2467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2467+STABILITY: SURFACE MOTION
 CM2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2467+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2467
 CM2467  HISTORY     - Date     Condition        Report By
 CM2467  HISTORY     - 1992     MONUMENTED       ALHD
 CM2467
 CM2467                          STATION DESCRIPTION
 CM2467
 CM2467'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2467'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTH RIGHT OF WAY OF ALA
 CM2467'14, ABOUT 3.40 MI (5.47 KM) EAST OF LOACHAPOKA AND ABOUT 3.65 MI
 CM2467'(5.87 KM) WEST OF AUBURN.
 CM2467'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 267 AT THE
 CM2467'OVERPASS BRIDGE (MILE POST 218.90 ON ALA 14 AND MILE POST 2.30 ON ALA
 CM2467'267) IN AUBURN, DRIVE WEST ON ALA 14 FOR 2.20 MI (3.54 KM) TO MILE
 CM2467'POST 216.70 AND THE STATION ON THE LEFT.
 CM2467'THE STATION IS 30.1 FT (9.2 M) SOUTH OF THE CENTERLINE OF ALA 14, 42.6
 CM2467'FT (13.0 M) NORTH OF THE NORTH RAIL OF A RAILROAD TRACK, 47.5 FT
 CM2467'(14.5 M) NORTH OF THE SOUTH RAIL OF A RAILROAD TRACK, 48.6 FT
 CM2467'(14.8 M) NORTHWEST OF A TWELVE-INCH BY TWELVE-INCH WHITE SIGN MARKED
 CM2467'W ON A FOUR-INCH BY FOUR-INCH BY FIVE-FOOT CREOSOTE POST ON THE NORTH
 CM2467'RIGHT OF WAY OF THE RAILROAD, 54.4 FT (16.6 M) WEST OF A FOUR-INCH
 CM2467'CONCRETE BURIED CABLE MARKER POST NO. AL - OOO747, 123.0 FT (37.5 M)
 CM2467'SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 32 ACROSS ALA 14, 2.5 FT
 CM2467'(0.8 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2467'GROUND.
 CM2467'STATION 41-29 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2468 ***********************************************************************
 CM2468  DESIGNATION -  41 31
 CM2468  PID         -  CM2468
 CM2468  STATE/COUNTY-  AL/LEE
 CM2468  USGS QUAD   -  NOTASULGA (1971)
 CM2468
 CM2468                         *CURRENT SURVEY CONTROL
 CM2468  ___________________________________________________________________
 CM2468* NAD 83(1992)-  32 34 51.57479(N)    085 39 11.76358(W)     ADJUSTED  
 CM2468* NAVD 88     -       176.9    (meters)     580.     (feet)  GPS OBS   
 CM2468  ___________________________________________________________________
 CM2468  X           -     407,743.390 (meters)                     COMP
 CM2468  Y           -  -5,364,291.299 (meters)                     COMP
 CM2468  Z           -   3,414,974.802 (meters)                     COMP
 CM2468  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CM2468  ELLIP HEIGHT-         148.29  (meters)          (07/29/02) GPS OBS
 CM2468  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CM2468
 CM2468  HORZ ORDER  -  FIRST
 CM2468  ELLP ORDER  -  FOURTH    CLASS I
 CM2468
 CM2468.The horizontal coordinates were established by GPS observations
 CM2468.and adjusted by the National Geodetic Survey in September 1993..
 CM2468
 CM2468.The orthometric height was determined by GPS observations and a
 CM2468.high-resolution geoid model.
 CM2468
 CM2468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2468
 CM2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2468
 CM2468.The ellipsoidal height was determined by GPS observations
 CM2468.and is referenced to NAD 83.
 CM2468
 CM2468.The geoid height was determined by GEOID03.
 CM2468
 CM2468;                    North         East     Units Scale Factor Converg.
 CM2468;SPC AL E     -   230,743.200   216,906.141   MT  0.99996352   +0 05 49.1
 CM2468;UTM  16      - 3,605,637.385   626,402.332   MT  0.99979702   +0 43 31.1
 CM2468
 CM2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2468!SPC AL E     -   0.99997672  x   0.99996352  =   0.99994024
 CM2468!UTM  16      -   0.99997672  x   0.99979702  =   0.99977374
 CM2468
 CM2468                          SUPERSEDED SURVEY CONTROL
 CM2468
 CM2468  ELLIP H (09/27/93)  148.36   (m)                       GP(       ) 4 1
 CM2468
 CM2468.Superseded values are not recommended for survey control.
 CM2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2468.See file dsdata.txt to determine how the superseded data were derived.
 CM2468
 CM2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2640205637(NAD 83)
 CM2468_MARKER: DD = SURVEY DISK
 CM2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2468_SP_SET: CONCRETE POST
 CM2468_STAMPING: 41-31 1992
 CM2468_MARK LOGO: ALHD  
 CM2468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2468+STABILITY: SURFACE MOTION
 CM2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2468+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2468
 CM2468  HISTORY     - Date     Condition        Report By
 CM2468  HISTORY     - 1992     MONUMENTED       ALHD
 CM2468
 CM2468                          STATION DESCRIPTION
 CM2468
 CM2468'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2468'THE STATION IS LOCATED IN LEE COUNTY ON THE WEST RIGHT OF WAY OF ALA
 CM2468'14, ABOUT 3.45 MI (5.55 KM) SOUTHWEST OF LOACHAPOKA AND ABOUT 7.30 MI
 CM2468'(11.75 KM) SOUTH OF ROXANA.
 CM2468'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 267 AT THE
 CM2468'OVERPASS BRIDGE (MILE POST 218.90 ON ALA 14 AND MILE POST 2.30 ON ALA
 CM2468'267) IN AUBURN, DRIVE WESTERLY ON ALA 14 FOR 9.35 MI (15.05 KM) TO
 CM2468'MILE POST 209.65 AND THE STATION ON THE RIGHT.
 CM2468'THE STATION IS 3.2 FT (1.0 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE
 CM2468'FENCE ON STEEL AND WOOD POST, 29.6 FT (9.0 M) SOUTHWEST OF THE
 CM2468'SOUTHWEST ONE OF TWO BRACED FOUR-INCH WOOD POSTS IN THE FENCE LINE,
 CM2468'33.4 FT (10.2 M) WEST-NORTHWEST OF THE CENTERLINE OF ALA 14, 72.1 FT
 CM2468'(22.0 M) NORTHEAST OF THE NORTHEAST ONE OF TWO BRACED FOUR-INCH WOOD
 CM2468'POSTS IN THE FENCE LINE, 75.6 FT (23.0 M) SOUTHWEST OF THE SOUTHWEST
 CM2468'END OF AND EIGHTEEN-INCH CONCRETE PIPE ENCASED IN A CONCRETE
 CM2468'HEADWALL, 96.1 FT (29.3 M) SOUTHWEST OF THE EDGE OF A CURB AROUND A
 CM2468'GRASSED ISLAND, 148.3 FT (45.2 M) SOUTHWEST OF THE NORTHEAST BRACED
 CM2468'FENCE CORNER, 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST, AND
 CM2468'SET FLUSH WITH THE GROUND.
 CM2468'STATION 41-32 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2469 ***********************************************************************
 CM2469  DESIGNATION -  41 32
 CM2469  PID         -  CM2469
 CM2469  STATE/COUNTY-  AL/LEE
 CM2469  USGS QUAD   -  NOTASULGA (1971)
 CM2469
 CM2469                         *CURRENT SURVEY CONTROL
 CM2469  ___________________________________________________________________
 CM2469* NAD 83(1992)-  32 35 12.80047(N)    085 38 53.79691(W)     ADJUSTED  
 CM2469* NAVD 88     -       182.9    (meters)     600.     (feet)  GPS OBS   
 CM2469  ___________________________________________________________________
 CM2469  X           -     408,184.312 (meters)                     COMP
 CM2469  Y           -  -5,363,909.739 (meters)                     COMP
 CM2469  Z           -   3,415,529.016 (meters)                     COMP
 CM2469  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 CM2469  ELLIP HEIGHT-         154.35  (meters)          (07/29/02) GPS OBS
 CM2469  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CM2469
 CM2469  HORZ ORDER  -  FIRST
 CM2469  ELLP ORDER  -  FOURTH    CLASS I
 CM2469
 CM2469.The horizontal coordinates were established by GPS observations
 CM2469.and adjusted by the National Geodetic Survey in September 1993..
 CM2469
 CM2469.The orthometric height was determined by GPS observations and a
 CM2469.high-resolution geoid model.
 CM2469
 CM2469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2469
 CM2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2469
 CM2469.The ellipsoidal height was determined by GPS observations
 CM2469.and is referenced to NAD 83.
 CM2469
 CM2469.The geoid height was determined by GEOID03.
 CM2469
 CM2469;                    North         East     Units Scale Factor Converg.
 CM2469;SPC AL E     -   231,397.831   217,373.578   MT  0.99996372   +0 05 58.8
 CM2469;UTM  16      - 3,606,296.993   626,862.486   MT  0.99979846   +0 43 41.2
 CM2469
 CM2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2469!SPC AL E     -   0.99997577  x   0.99996372  =   0.99993949
 CM2469!UTM  16      -   0.99997577  x   0.99979846  =   0.99977423
 CM2469
 CM2469                          SUPERSEDED SURVEY CONTROL
 CM2469
 CM2469  ELLIP H (09/27/93)  154.42   (m)                       GP(       ) 4 1
 CM2469
 CM2469.Superseded values are not recommended for survey control.
 CM2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2469.See file dsdata.txt to determine how the superseded data were derived.
 CM2469
 CM2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2686206297(NAD 83)
 CM2469_MARKER: DD = SURVEY DISK
 CM2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2469_SP_SET: CONCRETE POST
 CM2469_STAMPING: 41-32 1992
 CM2469_MARK LOGO: ALHD  
 CM2469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2469+STABILITY: SURFACE MOTION
 CM2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2469+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2469
 CM2469  HISTORY     - Date     Condition        Report By
 CM2469  HISTORY     - 1992     MONUMENTED       ALHD
 CM2469
 CM2469                          STATION DESCRIPTION
 CM2469
 CM2469'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2469'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 CM2469'ALA 14, ABOUT 3.10 MI (4.99 KM) SOUTHWEST OF LOACHAPOKA AND ABOUT
 CM2469'7.00 MI (11.27 KM) SOUTH OF ROXANA.
 CM2469'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 267 AT THE
 CM2469'OVERPASS BRIDGE (MILE POST 218.90 ON ALA 14 AND MILE POST 2.30 ON ALA
 CM2469'267) IN AUBURN, DRIVE WESTERLY ON ALA 14 FOR 8.85 MI (14.24 KM) TO
 CM2469'MILE POST 210.05 AND THE STATION ON THE RIGHT.
 CM2469'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE
 CM2469'FENCE ON STEEL AND WOOD POSTS, 36.6 FT (11.2 M) NORTHWEST OF THE
 CM2469'CENTERLINE OF ALA 14, 52.0 FT (15.8 M) NORTHEAST OF TELEPHONE CABLE
 CM2469'PEDESTAL NO. 258 2, 55.1 FT (16.8 M) NORTHEAST OF THE NORTHEAST
 CM2469'BRACED FENCE CORNER AND GATE POST, 64.0 FT (19.5 M) NORTHEAST OF THE
 CM2469'CENTER OF A GRAVEL DRIVEWAY, 92.2 FT (28.1 M) SOUTHWEST OF A SIX-INCH
 CM2469'BY SIX-INCH BY FOUR FOOT YELLOW CONCRETE GAS PIPE LINE MARKER POST
 CM2469'AND SIGN MARKED DIXIE PIPELINE, 2.8 FT (0.9 M) SOUTHEAST OF A
 CM2469'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2469'STATION 41-31 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2470 ***********************************************************************
 CM2470  DESIGNATION -  41 33
 CM2470  PID         -  CM2470
 CM2470  STATE/COUNTY-  AL/LEE
 CM2470  USGS QUAD   -  LOACHAPOKA (1983)
 CM2470
 CM2470                         *CURRENT SURVEY CONTROL
 CM2470  ___________________________________________________________________
 CM2470* NAD 83(1992)-  32 31 46.85844(N)    085 31 20.38917(W)     ADJUSTED  
 CM2470* NAVD 88     -       156.8    (meters)     514.     (feet)  GPS OBS   
 CM2470  ___________________________________________________________________
 CM2470  X           -     420,239.012 (meters)                     COMP
 CM2470  Y           -  -5,366,381.502 (meters)                     COMP
 CM2470  Z           -   3,410,168.010 (meters)                     COMP
 CM2470  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 CM2470  ELLIP HEIGHT-         128.50  (meters)          (07/29/02) GPS OBS
 CM2470  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CM2470
 CM2470  HORZ ORDER  -  FIRST
 CM2470  ELLP ORDER  -  FOURTH    CLASS I
 CM2470
 CM2470.The horizontal coordinates were established by GPS observations
 CM2470.and adjusted by the National Geodetic Survey in September 1993..
 CM2470
 CM2470.The orthometric height was determined by GPS observations and a
 CM2470.high-resolution geoid model.
 CM2470
 CM2470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2470
 CM2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2470
 CM2470.The ellipsoidal height was determined by GPS observations
 CM2470.and is referenced to NAD 83.
 CM2470
 CM2470.The geoid height was determined by GEOID03.
 CM2470
 CM2470;                    North         East     Units Scale Factor Converg.
 CM2470;SPC AL E     -   225,081.648   229,216.343   MT  0.99997052   +0 10 02.1
 CM2470;UTM  16      - 3,600,111.906   638,771.987   MT  0.99983747   +0 47 41.0
 CM2470
 CM2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2470!SPC AL E     -   0.99997982  x   0.99997052  =   0.99995035
 CM2470!UTM  16      -   0.99997982  x   0.99983747  =   0.99981730
 CM2470
 CM2470                          SUPERSEDED SURVEY CONTROL
 CM2470
 CM2470  ELLIP H (09/27/93)  128.57   (m)                       GP(       ) 4 1
 CM2470
 CM2470.Superseded values are not recommended for survey control.
 CM2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2470.See file dsdata.txt to determine how the superseded data were derived.
 CM2470
 CM2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3877200112(NAD 83)
 CM2470_MARKER: DD = SURVEY DISK
 CM2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2470_SP_SET: CONCRETE POST
 CM2470_STAMPING: 41-33 1992
 CM2470_MARK LOGO: ALHD  
 CM2470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2470+STABILITY: SURFACE MOTION
 CM2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2470+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2470
 CM2470  HISTORY     - Date     Condition        Report By
 CM2470  HISTORY     - 1992     MONUMENTED       ALHD
 CM2470
 CM2470                          STATION DESCRIPTION
 CM2470
 CM2470'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2470'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 CM2470'U.S. 29 AND IN THE SOUTHEAST CORNER OF THE CEMETERY AT MOUNT VERNON
 CM2470'BAPTIST CHURCH, ABOUT 5.85 MI (9.41 KM) SOUTH-SOUTHWEST OF AUBURN AND
 CM2470'ABOUT 7.00 MI (11.27 KM) SOUTHEAST OF LOACHAPOKA.
 CM2470'TO REACH THE STATION FROM EXIT 51 ON I-85 (MILE POST 179.30 ON U.S.
 CM2470'29), DRIVE SOUTH ON U.S. 29 FOR 1.35 MI (2.17 KM) TO MILE POST 177.95
 CM2470'AND A CROSSROADS WITH LEE COUNTY ROAD NO. 10 LEFT AND RIGHT, CONTINUE
 CM2470'SOUTH ON U.S. 29 FOR 0.85 MI (1.37 KM) TO MILE POST 177.10 AND THE
 CM2470'STATION ON THE LEFT.
 CM2470'THE STATION IS 58.1 FT (17.7 M) SOUTHEAST OF THE CENTERLINE OF U.S.
 CM2470'29, 62.2 FT (19.0 M) WEST-NORTHWEST OF THE NORTH EDGE OF SARAH
 CM2470'OLIVERS TOMBSTONE, 62.7 FT (19.1 M) WEST-NORTHWEST OF THE SOUTH EDGE
 CM2470'OF SARAH OLIVERS TOMBSTONE, 120.8 FT (36.8 M) SOUTH-SOUTHWEST OF THE
 CM2470'SOUTHWEST END OF A TWENTY-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY,
 CM2470'125.2 FT (38.2 M) NORTHEAST OF POWER POLE NO. 2 69 86, 144.0 FT
 CM2470'(43.9 M) SOUTH-SOUTHWEST OF POWER POLE NO. 2 69 77, 173.6 FT
 CM2470'(52.9 M) NORTH OF THE NORTHEAST POLE OF A BLACK MOUNT VERNON BAPTIST
 CM2470'CHURCH SIGN, AND SET FLUSH WITH THE GROUND.
 CM2470'STATION AUBURN CBL 430 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2471 ***********************************************************************
 CM2471  DESIGNATION -  41 34
 CM2471  PID         -  CM2471
 CM2471  STATE/COUNTY-  AL/LEE
 CM2471  USGS QUAD   -  AUBURN (1983)
 CM2471
 CM2471                         *CURRENT SURVEY CONTROL
 CM2471  ___________________________________________________________________
 CM2471* NAD 83(1992)-  32 32 29.27247(N)    085 25 43.14634(W)     ADJUSTED  
 CM2471* NAVD 88     -       186.3    (meters)     611.     (feet)  GPS OBS   
 CM2471  ___________________________________________________________________
 CM2471  X           -     428,958.453 (meters)                     COMP
 CM2471  Y           -  -5,365,011.561 (meters)                     COMP
 CM2471  Z           -   3,411,285.392 (meters)                     COMP
 CM2471  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 CM2471  ELLIP HEIGHT-         158.00  (meters)          (07/29/02) GPS OBS
 CM2471  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 CM2471
 CM2471  HORZ ORDER  -  FIRST
 CM2471  ELLP ORDER  -  FOURTH    CLASS I
 CM2471
 CM2471.The horizontal coordinates were established by GPS observations
 CM2471.and adjusted by the National Geodetic Survey in September 1993..
 CM2471
 CM2471.The orthometric height was determined by GPS observations and a
 CM2471.high-resolution geoid model.
 CM2471
 CM2471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2471
 CM2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2471
 CM2471.The ellipsoidal height was determined by GPS observations
 CM2471.and is referenced to NAD 83.
 CM2471
 CM2471.The geoid height was determined by GEOID03.
 CM2471
 CM2471;                    North         East     Units Scale Factor Converg.
 CM2471;SPC AL E     -   226,417.709   238,011.817   MT  0.99997781   +0 13 03.7
 CM2471;UTM  16      - 3,601,544.054   647,551.234   MT  0.99986847   +0 50 43.4
 CM2471
 CM2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2471!SPC AL E     -   0.99997519  x   0.99997781  =   0.99995300
 CM2471!UTM  16      -   0.99997519  x   0.99986847  =   0.99984367
 CM2471
 CM2471:                Primary Azimuth Mark                     Grid Az
 CM2471:SPC AL E     -  41 35                                    201 52 15.5
 CM2471:UTM  16      -  41 35                                    201 14 35.8
 CM2471
 CM2471|---------------------------------------------------------------------|
 CM2471| PID    Reference Object                     Distance      Geod. Az  |
 CM2471|                                                           dddmmss.s |
 CM2471| CM2472 41 35                               APPROX. 0.5 KM 2020519.2 |
 CM2471|---------------------------------------------------------------------|
 CM2471
 CM2471                          SUPERSEDED SURVEY CONTROL
 CM2471
 CM2471  ELLIP H (09/27/93)  158.09   (m)                       GP(       ) 4 1
 CM2471
 CM2471.Superseded values are not recommended for survey control.
 CM2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2471.See file dsdata.txt to determine how the superseded data were derived.
 CM2471
 CM2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4755101544(NAD 83)
 CM2471_MARKER: DD = SURVEY DISK
 CM2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2471_SP_SET: CONCRETE POST
 CM2471_STAMPING: 41-34 1992
 CM2471_MARK LOGO: ALHD  
 CM2471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2471+STABILITY: SURFACE MOTION
 CM2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2471+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2471
 CM2471  HISTORY     - Date     Condition        Report By
 CM2471  HISTORY     - 1992     MONUMENTED       ALHD
 CM2471
 CM2471                          STATION DESCRIPTION
 CM2471
 CM2471'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2471'THE STATION IS LOCATED IN LEE COUNTY ON THE EAST RIGHT OF WAY OF LEE
 CM2471'COUNTY ROAD NO. 54, ABOUT 5.60 MI (9.01 KM) SOUTHEAST OF AUBURN AND
 CM2471'ABOUT 7.90 MI (12.71 KM) NORTH-NORTHWEST OF MARVYN.
 CM2471'TO REACH THE STATION FROM THE JUNCTION OF ALA 51 AND ALA 169 (MILE
 CM2471'POST 114.10 ON ALA 51 AND MILE POST 27.10 ON ALA 169) IN SOUTH
 CM2471'OPELIKA, DRIVE SOUTH ON ALA 51 FOR 6.50 MI (10.46 KM) TO MILE POST
 CM2471'107.60 AND LEE COUNTY ROAD NO. 47 RIGHT, TURN RIGHT AND DRIVE WEST ON
 CM2471'LEE COUNTY ROAD NO. 47 FOR 3.25 MI (5.23 KM) TO A STOP SIGN AT A
 CM2471'CROSSROADS WITH LEE COUNTY ROAD NO. 54 LEFT AND RIGHT AND LEE COUNTY
 CM2471'ROAD NO. 47 (A GRAVEL ROAD) STRAIGHT AHEAD, TURN RIGHT ON LEE COUNTY
 CM2471'ROAD NO. 54 AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO THE STATION ON
 CM2471'THE RIGHT.
 CM2471'THE STATION IS 30.8 FT (9.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF LEE
 CM2471'COUNTY ROAD NO. 54, 94.0 FT (28.7 M) SOUTHWEST OF POWER POLE NO. 1 2,
 CM2471'2.6 FT (0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CM2471'THE GROUND.
 CM2471'STATION 41-35 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2472 ***********************************************************************
 CM2472  DESIGNATION -  41 35
 CM2472  PID         -  CM2472
 CM2472  STATE/COUNTY-  AL/LEE
 CM2472  USGS QUAD   -  AUBURN (1983)
 CM2472
 CM2472                         *CURRENT SURVEY CONTROL
 CM2472  ___________________________________________________________________
 CM2472* NAD 83(1992)-  32 32 13.01333(N)    085 25 50.93587(W)     ADJUSTED  
 CM2472* NAVD 88     -       180.1    (meters)     591.     (feet)  GPS OBS   
 CM2472  ___________________________________________________________________
 CM2472  X           -     428,776.892 (meters)                     COMP
 CM2472  Y           -  -5,365,291.120 (meters)                     COMP
 CM2472  Z           -   3,410,859.831 (meters)                     COMP
 CM2472  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 CM2472  ELLIP HEIGHT-         151.83  (meters)          (07/29/02) GPS OBS
 CM2472  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CM2472
 CM2472  HORZ ORDER  -  FIRST
 CM2472  ELLP ORDER  -  FOURTH    CLASS I
 CM2472
 CM2472.The horizontal coordinates were established by GPS observations
 CM2472.and adjusted by the National Geodetic Survey in September 1993..
 CM2472
 CM2472.The orthometric height was determined by GPS observations and a
 CM2472.high-resolution geoid model.
 CM2472
 CM2472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2472
 CM2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2472
 CM2472.The ellipsoidal height was determined by GPS observations
 CM2472.and is referenced to NAD 83.
 CM2472
 CM2472.The geoid height was determined by GEOID03.
 CM2472
 CM2472;                    North         East     Units Scale Factor Converg.
 CM2472;SPC AL E     -   225,916.098   237,810.466   MT  0.99997762   +0 12 59.4
 CM2472;UTM  16      - 3,601,040.323   647,355.411   MT  0.99986776   +0 50 38.9
 CM2472
 CM2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2472!SPC AL E     -   0.99997616  x   0.99997762  =   0.99995378
 CM2472!UTM  16      -   0.99997616  x   0.99986776  =   0.99984393
 CM2472
 CM2472:                Primary Azimuth Mark                     Grid Az
 CM2472:SPC AL E     -  41 34                                    021 52 15.6
 CM2472:UTM  16      -  41 34                                    021 14 36.1
 CM2472
 CM2472|---------------------------------------------------------------------|
 CM2472| PID    Reference Object                     Distance      Geod. Az  |
 CM2472|                                                           dddmmss.s |
 CM2472| CM2471 41 34                               APPROX. 0.5 KM 0220515.0 |
 CM2472|---------------------------------------------------------------------|
 CM2472
 CM2472                          SUPERSEDED SURVEY CONTROL
 CM2472
 CM2472  ELLIP H (09/27/93)  151.92   (m)                       GP(       ) 4 1
 CM2472
 CM2472.Superseded values are not recommended for survey control.
 CM2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2472.See file dsdata.txt to determine how the superseded data were derived.
 CM2472
 CM2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4735501040(NAD 83)
 CM2472_MARKER: DD = SURVEY DISK
 CM2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2472_SP_SET: CONCRETE POST
 CM2472_STAMPING: 41-35 1992
 CM2472_MARK LOGO: ALHD  
 CM2472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2472+STABILITY: SURFACE MOTION
 CM2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2472+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2472
 CM2472  HISTORY     - Date     Condition        Report By
 CM2472  HISTORY     - 1992     MONUMENTED       ALHD
 CM2472
 CM2472                          STATION DESCRIPTION
 CM2472
 CM2472'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2472'THE STATION IS LOCATED IN LEE COUNTY ON THE EAST RIGHT OF WAY OF LEE
 CM2472'COUNTY ROAD NO. 54, ABOUT 5.85 MI (9.41 KM) SOUTHEAST OF AUBURN AND
 CM2472'ABOUT 7.65 MI (12.31 KM) NORTH-NORTHWEST OF MARVYN.
 CM2472'TO REACH THE STATION FROM THE JUNCTION OF ALA 51 AND ALA 169 (MILE
 CM2472'POST 114.10 ON ALA 51 AND MILE POST 27.10 ON ALA 169) IN SOUTH
 CM2472'OPELIKA, DRIVE SOUTH ON ALA 51 FOR 6.50 MI (10.46 KM) TO MILE POST
 CM2472'107.60 AND LEE COUNTY ROAD NO. 47 RIGHT, TURN RIGHT AND DRIVE WEST ON
 CM2472'LEE COUNTY ROAD NO. 47 FOR 3.25 MI (5.23 KM) TO A STOP SIGN AT A
 CM2472'CROSSROADS WITH LEE COUNTY ROAD NO. 54 LEFT AND RIGHT AND LEE COUNTY
 CM2472'ROAD NO. 47 (A GRAVEL ROAD) STRAIGHT AHEAD, TURN LEFT ON LEE COUNTY
 CM2472'ROAD NO. 54 AND DRIVE SOUTH FOR 0.30 MI (0.48 KM) TO LEE COUNTY ROAD
 CM2472'NO. 10 ON THE RIGHT AND THE STATION ON THE LEFT.
 CM2472'THE STATION IS 3.6 FT (1.1 M) WEST-NORTHWEST OF A SEVEN STRAND
 CM2472'ELECTRIC FENCE ON WOOD POST, 33.0 FT (10.1 M) EAST-SOUTHEAST OF THE
 CM2472'CENTERLINE OF LEE COUNTY ROAD NO. 54, 66.4 FT (20.2 M) EAST OF A LEE
 CM2472'COUNTY ROAD NO. 54 SIGN ACROSS LEE COUNTY ROAD NO. 54, 70.9 FT
 CM2472'(21.6 M) SOUTHEAST OF A TELEPHONE CABLE PEDESTAL ACROSS LEE COUNTY
 CM2472'ROAD NO. 54, 72.2 FT (22.0 M) SOUTHEAST OF THE NORTHEAST BRACED FENCE
 CM2472'CORNER ACROSS LEE COUNTY ROAD NO. 54, 81.5 FT (24.8 M)
 CM2472'SOUTH-SOUTHEAST OF A SANDHILL ROAD SIGN ACROSS COUNTY ROAD NO. 54,
 CM2472'90.1 FT (27.5 M) SOUTH-SOUTHEAST OF A STOP SIGN ACROSS LEE COUNTY
 CM2472'ROAD NO. 54, 91.2 FT (27.8 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 85
 CM2472'1/2 ACROSS LEE COUNTY ROAD NO. 54, 93.6 FT (28.5 M) EAST OF A
 CM2472'JUNCTION POWER POLE ACROSS LEE COUNTY ROAD NO. 54, 111.6 FT (34.0 M)
 CM2472'SOUTH OF THE CENTER OF THE INTERSECTION OF LEE COUNTY ROAD NO. 54 AND
 CM2472'LEE COUNTY ROAD NO. 10 (SANDHILL ROAD), 4.0 FT (1.2 M) WEST OF A
 CM2472'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2472'STATION 41-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2473 ***********************************************************************
 CM2473  DESIGNATION -  41 36
 CM2473  PID         -  CM2473
 CM2473  STATE/COUNTY-  AL/LEE
 CM2473  USGS QUAD   -  OPELIKA WEST (1983)
 CM2473
 CM2473                         *CURRENT SURVEY CONTROL
 CM2473  ___________________________________________________________________
 CM2473* NAD 83(1992)-  32 40 42.63949(N)    085 24 01.26228(W)     ADJUSTED  
 CM2473* NAVD 88     -       246.6    (meters)     809.     (feet)  GPS OBS   
 CM2473  ___________________________________________________________________
 CM2473  X           -     430,955.643 (meters)                     COMP
 CM2473  Y           -  -5,356,684.937 (meters)                     COMP
 CM2473  Z           -   3,424,120.309 (meters)                     COMP
 CM2473  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 CM2473  ELLIP HEIGHT-         217.91  (meters)          (07/29/02) GPS OBS
 CM2473  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CM2473
 CM2473  HORZ ORDER  -  FIRST
 CM2473  ELLP ORDER  -  FOURTH    CLASS I
 CM2473
 CM2473.The horizontal coordinates were established by GPS observations
 CM2473.and adjusted by the National Geodetic Survey in September 1993..
 CM2473
 CM2473.The orthometric height was determined by GPS observations and a
 CM2473.high-resolution geoid model.
 CM2473
 CM2473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2473
 CM2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2473
 CM2473.The ellipsoidal height was determined by GPS observations
 CM2473.and is referenced to NAD 83.
 CM2473
 CM2473.The geoid height was determined by GEOID03.
 CM2473
 CM2473;                    North         East     Units Scale Factor Converg.
 CM2473;SPC AL E     -   241,625.845   240,608.273   MT  0.99998033   +0 14 01.6
 CM2473;UTM  16      - 3,616,778.156   649,980.351   MT  0.99987737   +0 51 49.9
 CM2473
 CM2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2473!SPC AL E     -   0.99996579  x   0.99998033  =   0.99994612
 CM2473!UTM  16      -   0.99996579  x   0.99987737  =   0.99984316
 CM2473
 CM2473                          SUPERSEDED SURVEY CONTROL
 CM2473
 CM2473  ELLIP H (09/27/93)  217.96   (m)                       GP(       ) 4 1
 CM2473
 CM2473.Superseded values are not recommended for survey control.
 CM2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2473.See file dsdata.txt to determine how the superseded data were derived.
 CM2473
 CM2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4998016778(NAD 83)
 CM2473_MARKER: DD = SURVEY DISK
 CM2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2473_SP_SET: CONCRETE POST
 CM2473_STAMPING: 41-36 1992
 CM2473_MARK LOGO: ALHD  
 CM2473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2473+STABILITY: SURFACE MOTION
 CM2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2473+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2473
 CM2473  HISTORY     - Date     Condition        Report By
 CM2473  HISTORY     - 1992     MONUMENTED       ALHD
 CM2473
 CM2473                          STATION DESCRIPTION
 CM2473
 CM2473'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2473'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2473'MORRIS AVENUE, ABOUT 2.10 MI (3.38 KM) NORTH-NORTHWEST OF OPELIKA AND
 CM2473'ABOUT 6.65 MI (10.70 KM) NORTHEAST OF AUBURN.
 CM2473'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 14 (MILE
 CM2473'POST 116.45 ON U.S. 280 AND MILE POST 225.55 ON ALA 14) NEAR OPELIKA,
 CM2473'DRIVE NORTHEAST ON ALA 14 FOR 1.80 MI (2.90 KM) TO MILE POST 227.40
 CM2473'AND A TRAFFIC LIGHT WITH NORTH TENTH STREET LEFT, A PAVED STREET
 CM2473'RIGHT AND U.S. 280 AND ALA 14 STRAIGHT AHEAD, TURN LEFT ON NORTH
 CM2473'TENTH STREET AND DRIVE NORTHERLY FOR 0.20 MI (0.32 KM) TO A FOUR WAY
 CM2473'STOP AT A CAUTION LIGHT WITH FOURTH AVENUE LEFT AND RIGHT AND NORTH
 CM2473'TENTH STREET STRAIGHT AHEAD, COUNTINUE NORTH ON NORTH TENTH STREET
 CM2473'FOR 0.60 MI (0.97 KM) TO A Y-INTERSECTION WITH COLLINWOOD STREET
 CM2473'RIGHT AND OAK BOWERY ROAD LEFT, BEAR LEFT ON OAK BOWERY ROAD AND
 CM2473'DRIVE NORTHERLY FOR 1.75 MI (2.82 KM) TO A CAUTION LIGHT AND MORRIS
 CM2473'AVENUE RIGHT, TURN RIGHT ON MORRIS AVENUE AND DRIVE EAST FOR 0.10 MI
 CM2473'(0.16 KM) TO THE STATION ON THE RIGHT.
 CM2473'THE STATION IS 38.7 FT (11.8 M) SOUTH OF THE CENTERLINE OF MORRIS
 CM2473'AVENUE, 61.0 FT (18.6 M) SOUTH-SOUTHWEST OF A BRICK MAILBOX COLUMN
 CM2473'ACROSS MORRIS AVENUE, 76.4 FT (23.3 M) WEST OF A JUNCTION POWER POLE,
 CM2473'85.1 FT (25.9 M) EAST OF JUNCTION POWER POLE NO. 501R15 WITH A
 CM2473'SECURITY LIGHT, 85.3 FT (26.0 M) EAST OF TELEPHONE CABLE PEDESTAL,
 CM2473'90.0 FT (27.4 M) EAST-SOUTHEAST OF A BRICK MAILBOX MARKED W.A. WOOD
 CM2473'1705 MORRIS AVENUE, 106.4 FT (32.4 M) EAST OF THE CENTER OF A
 CM2473'CONCRETE DRIVEWAY, AND SET 0.10 FT (3.05 CM) UNDERGROUND.
 CM2473'STATION 41-37 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2474 ***********************************************************************
 CM2474  DESIGNATION -  41 37
 CM2474  PID         -  CM2474
 CM2474  STATE/COUNTY-  AL/LEE
 CM2474  USGS QUAD   -  OPELIKA WEST (1983)
 CM2474
 CM2474                         *CURRENT SURVEY CONTROL
 CM2474  ___________________________________________________________________
 CM2474* NAD 83(1992)-  32 40 44.31258(N)    085 23 38.94098(W)     ADJUSTED  
 CM2474* NAVD 88     -       257.8    (meters)     846.     (feet)  GPS OBS   
 CM2474  ___________________________________________________________________
 CM2474  X           -     431,533.844 (meters)                     COMP
 CM2474  Y           -  -5,356,619.910 (meters)                     COMP
 CM2474  Z           -   3,424,169.729 (meters)                     COMP
 CM2474  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 CM2474  ELLIP HEIGHT-         229.09  (meters)          (07/29/02) GPS OBS
 CM2474  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CM2474
 CM2474  HORZ ORDER  -  FIRST
 CM2474  ELLP ORDER  -  FOURTH    CLASS I
 CM2474
 CM2474.The horizontal coordinates were established by GPS observations
 CM2474.and adjusted by the National Geodetic Survey in September 1993..
 CM2474
 CM2474.The orthometric height was determined by GPS observations and a
 CM2474.high-resolution geoid model.
 CM2474
 CM2474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2474
 CM2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2474
 CM2474.The ellipsoidal height was determined by GPS observations
 CM2474.and is referenced to NAD 83.
 CM2474
 CM2474.The geoid height was determined by GEOID03.
 CM2474
 CM2474;                    North         East     Units Scale Factor Converg.
 CM2474;SPC AL E     -   241,679.774   241,189.579   MT  0.99998091   +0 14 13.7
 CM2474;UTM  16      - 3,616,838.467   650,560.970   MT  0.99987953   +0 52 02.0
 CM2474
 CM2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2474!SPC AL E     -   0.99996403  x   0.99998091  =   0.99994494
 CM2474!UTM  16      -   0.99996403  x   0.99987953  =   0.99984357
 CM2474
 CM2474                          SUPERSEDED SURVEY CONTROL
 CM2474
 CM2474  ELLIP H (09/27/93)  229.14   (m)                       GP(       ) 4 1
 CM2474
 CM2474.Superseded values are not recommended for survey control.
 CM2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2474.See file dsdata.txt to determine how the superseded data were derived.
 CM2474
 CM2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5056116838(NAD 83)
 CM2474_MARKER: DD = SURVEY DISK
 CM2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2474_SP_SET: CONCRETE POST
 CM2474_STAMPING: 41-37 1992
 CM2474_MARK LOGO: ALHD  
 CM2474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2474+STABILITY: SURFACE MOTION
 CM2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2474+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2474
 CM2474  HISTORY     - Date     Condition        Report By
 CM2474  HISTORY     - 1992     MONUMENTED       ALHD
 CM2474
 CM2474                          STATION DESCRIPTION
 CM2474
 CM2474'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2474'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTH RIGHT OF WAY OF
 CM2474'MORRIS AVENUE, ABOUT 2.15 MI (3.46 KM) NORTH-NORTHWEST OF OPELIKA AND
 CM2474'ABOUT 7.10 MI (11.43 KM) NORTHEAST OF AUBURN.
 CM2474'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 14 (MILE
 CM2474'POST 116.45 ON U.S. 280 AND MILE POST 225.55 ON ALA 14) NEAR OPELIKA,
 CM2474'DRIVE NORTHEAST ON ALA 14 FOR 1.80 MI (2.90 KM) TO MILE POST 227.40
 CM2474'AND A TRAFFIC LIGHT WITH NORTH TENTH STREET LEFT, A PAVED STREET
 CM2474'RIGHT AND U.S. 280 AND ALA 14 STRAIGHT AHEAD, TURN LEFT ON NORTH
 CM2474'TENTH STREET AND DRIVE NORTHERLY FOR 0.20 MI (0.32 KM) TO A FOUR WAY
 CM2474'STOP AT A CAUTION LIGHT WITH FOURTH AVENUE LEFT AND RIGHT AND NORTH
 CM2474'TENTH STREET STRAIGHT AHEAD, COUNTINUE NORTH ON NORTH TENTH STREET
 CM2474'FOR 0.60 MI (0.97 KM) TO A Y-INTERSECTION WITH COLLINWOOD STREET
 CM2474'RIGHT AND OAK BOWERY ROAD LEFT, BEAR LEFT ON OAK BOWERY ROAD AND
 CM2474'DRIVE NORTHERLY FOR 1.75 MI (2.82 KM) TO A CAUTION LIGHT AND MORRIS
 CM2474'AVENUE RIGHT, TURN RIGHT ON MORRIS AVENUE AND DRIVE EAST FOR 0.50 MI
 CM2474'(0.80 KM) TO THE STATION ON THE LEFT.
 CM2474'THE STATION IS 3.8 FT (1.2 M) SOUTH OF A FIVE STRAND ELECTRIC FENCE ON
 CM2474'FIBERGLASS POST, 20.1 FT (6.1 M) EAST OF A FIRE HYDRANT, 38.3 FT
 CM2474'(11.7 M) NORTH OF THE CENTERLINE OF MORRIS AVENUE, 51.5 FT (15.7 M)
 CM2474'NORTH OF THE CENTER OF A PAVED DRIVEWAY ACROSS MORRIS AVENUE, 58.0 FT
 CM2474'(17.7 M) EAST OF A FOUR-INCH CONCRETE WATER VALVE MARKER POST
 CM2474'PROJECTING EIGHTEEN-INCHES, 68.7 FT (20.9 M) WEST OF THE SOUTHEAST
 CM2474'BRACED TWELVE-INCH CORNER POST, 82.0 FT (25.0 M) NORTH OF THE EAST
 CM2474'LIGHTED BRICK COLUMN AND WROUGHT IRON GATE POST AT THE ENTRANCE OF A
 CM2474'DRIVEWAY ACROSS MORRIS AVENUE, 84.0 FT (25.6 M) NORTH OF THE WEST
 CM2474'LIGHTED BRICK COLUMN AND WROUGHT IRON GATE AT THE ENTRANCE OF A
 CM2474'DRIVEWAY ACROSS MORRIS AVENUE, 85.7 FT (26.1 M) NORTH-NORTHEAST OF A
 CM2474'JUNCTION TRANSFORMER POWER POLE NO. 501P35 ACROSS MORRIS AVENUE, 90.9
 CM2474'FT (27.7 M) NORTH-NORTHEAST OF A RIGHT OF WAY MARKER STAMPED P 1 24 +
 CM2474'86.4 ACROSS MORRIS AVENUE, 3.5 FT (1.1 M) SOUTH OF A CARSONITE
 CM2474'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2474'STATION 41-36 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2475 ***********************************************************************
 CM2475  DESIGNATION -  41 38
 CM2475  PID         -  CM2475
 CM2475  STATE/COUNTY-  AL/LEE
 CM2475  USGS QUAD   -  LOACHAPOKA (1983)
 CM2475
 CM2475                         *CURRENT SURVEY CONTROL
 CM2475  ___________________________________________________________________
 CM2475* NAD 83(1992)-  32 35 45.91129(N)    085 30 00.90403(W)     ADJUSTED  
 CM2475* NAVD 88     -       197.3    (meters)     647.     (feet)  GPS OBS   
 CM2475  ___________________________________________________________________
 CM2475  X           -     421,998.644 (meters)                     COMP
 CM2475  Y           -  -5,362,301.642 (meters)                     COMP
 CM2475  Z           -   3,416,396.149 (meters)                     COMP
 CM2475  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 CM2475  ELLIP HEIGHT-         168.74  (meters)          (08/29/05) GPS OBS
 CM2475  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CM2475
 CM2475  HORZ ORDER  -  A
 CM2475  ELLP ORDER  -  FOURTH    CLASS I
 CM2475
 CM2475.The horizontal coordinates were established by GPS observations
 CM2475.and adjusted by the National Geodetic Survey in August 2005..
 CM2475
 CM2475.The orthometric height was determined by GPS observations and a
 CM2475.high-resolution geoid model.
 CM2475
 CM2475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2475
 CM2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2475
 CM2475.The ellipsoidal height was determined by GPS observations
 CM2475.and is referenced to NAD 83.
 CM2475
 CM2475.The geoid height was determined by GEOID03.
 CM2475
 CM2475;                    North         East     Units Scale Factor Converg.
 CM2475;SPC AL E     -   232,451.612   231,267.484   MT  0.99997205   +0 10 46.0
 CM2475;UTM  16      - 3,607,502.947   640,741.962   MT  0.99984426   +0 48 29.0
 CM2475
 CM2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2475!SPC AL E     -   0.99997351  x   0.99997205  =   0.99994556
 CM2475!UTM  16      -   0.99997351  x   0.99984426  =   0.99981777
 CM2475
 CM2475                          SUPERSEDED SURVEY CONTROL
 CM2475
 CM2475  ELLIP H (07/29/02)  168.73   (m)                       GP(       ) 4 1
 CM2475  NAD 83(1992)-  32 35 45.91039(N)    085 30 00.90359(W) AD(       ) 1
 CM2475  ELLIP H (09/27/93)  168.80   (m)                       GP(       ) 4 1
 CM2475
 CM2475.Superseded values are not recommended for survey control.
 CM2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2475.See file dsdata.txt to determine how the superseded data were derived.
 CM2475
 CM2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4074207503(NAD 83)
 CM2475_MARKER: DD = SURVEY DISK
 CM2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2475_SP_SET: CONCRETE POST
 CM2475_STAMPING: 41-38 1992
 CM2475_MARK LOGO: ALHD  
 CM2475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2475+STABILITY: SURFACE MOTION
 CM2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2475+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 CM2475
 CM2475  HISTORY     - Date     Condition        Report By
 CM2475  HISTORY     - 1992     MONUMENTED       ALHD
 CM2475  HISTORY     - 20040624 GOOD             LOCSUR
 CM2475  HISTORY     - 20050216 GOOD             ALPCO
 CM2475
 CM2475                          STATION DESCRIPTION
 CM2475
 CM2475'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2475'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 CM2475'WIRE ROAD, ABOUT 1.35 MI (2.17 KM) SOUTHWEST OF AUBURN AND ABOUT 6.00
 CM2475'MI (9.66 KM) EAST OF LOACHAPOKA.
 CM2475'TO REACH THE STATION FROM EXIT 51 ON I-85, (MILE POST 0.00 ON ALA 147)
 CM2475', DRIVE NORTH ON ALA 147 FOR 1.45 MI (2.33 KM) TO MILE POST 1.35 AND
 CM2475'ALA 267, (SHUG JORDAN PARKWAY), LEFT AND RIGHT, TURN LEFT ON ALA 267,
 CM2475'(SHUG JORDAN PARKWAY), AND DRIVE NORTH FOR 1.15 MI (1.85 KM) TO MILE
 CM2475'POST 1.10 AND AN INTERSECTION AT A TRAFFIC LIGHT WITH WIRE ROAD
 CM2475'RIGHT, ALA 267 STRAIGHT AHEAD AND CONWAY PARKWAY LEFT, TURN RIGHT ON
 CM2475'WIRE ROAD AND DRIVE NORTHEAST FOR 0.45 MI (0.72 KM) TO THE STATION ON
 CM2475'THE RIGHT.
 CM2475'THE STATION IS 1.8 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST,
 CM2475'60.4 FT (18.4 M) SOUTHEAST OF THE CENTERLINE OF WIRE ROAD, 74.4 FT
 CM2475'(22.7 M) SOUTHWEST OF A POWER POLE, 79.0 FT (24.1 M) SOUTHWEST OF
 CM2475'TELEPHONE CABLE PEDESTAL NO. 21, 81.0 FT (24.7 M) WEST-SOUTHWEST OF A
 CM2475'TELEPHONE CABLE PEDESTAL, 83.0 FT (25.3 M) SOUTHWEST OF TELEPHONE
 CM2475'CABLE PEDESTAL NO. SS, 127.7 FT (38.9 M) SOUTHWEST OF THE CENTERLINE
 CM2475'OF LEM MORRISON DRIVE AND SET FLUSH WITH THE GROUND.
 CM2475'STATION AGS 20 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2475
 CM2475                          STATION RECOVERY (2004)
 CM2475
 CM2475'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (JW)
 CM2475'RECOVERED AS DESCRIBED.
 CM2475
 CM2475                          STATION RECOVERY (2005)
 CM2475
 CM2475'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (LG)
 CM2475'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2476 ***********************************************************************
 CM2476  DESIGNATION -  41 39
 CM2476  PID         -  CM2476
 CM2476  STATE/COUNTY-  AL/LEE
 CM2476  USGS QUAD   -  BLEECKER (1973)
 CM2476
 CM2476                         *CURRENT SURVEY CONTROL
 CM2476  ___________________________________________________________________
 CM2476* NAD 83(1992)-  32 35 40.22977(N)    085 13 04.25575(W)     ADJUSTED  
 CM2476* NAVD 88     -       214.7    (meters)     704.     (feet)  GPS OBS   
 CM2476  ___________________________________________________________________
 CM2476  X           -     448,432.493 (meters)                     COMP
 CM2476  Y           -  -5,360,265.340 (meters)                     COMP
 CM2476  Z           -   3,416,258.211 (meters)                     COMP
 CM2476  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 CM2476  ELLIP HEIGHT-         186.41  (meters)          (07/29/02) GPS OBS
 CM2476  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CM2476
 CM2476  HORZ ORDER  -  FIRST
 CM2476  ELLP ORDER  -  FOURTH    CLASS I
 CM2476
 CM2476.The horizontal coordinates were established by GPS observations
 CM2476.and adjusted by the National Geodetic Survey in September 1997..
 CM2476
 CM2476.The orthometric height was determined by GPS observations and a
 CM2476.high-resolution geoid model.
 CM2476
 CM2476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2476
 CM2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2476
 CM2476.The ellipsoidal height was determined by GPS observations
 CM2476.and is referenced to NAD 83.
 CM2476
 CM2476.The geoid height was determined by GEOID03.
 CM2476
 CM2476;                    North         East     Units Scale Factor Converg.
 CM2476;SPC AL E     -   232,394.819   257,778.829   MT  1.00000115   +0 19 53.6
 CM2476;UTM  16      - 3,607,737.016   667,249.895   MT  0.99994494   +0 57 36.9
 CM2476
 CM2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2476!SPC AL E     -   0.99997073  x   1.00000115  =   0.99997188
 CM2476!UTM  16      -   0.99997073  x   0.99994494  =   0.99991567
 CM2476
 CM2476                          SUPERSEDED SURVEY CONTROL
 CM2476
 CM2476  NAD 83(1992)-  32 35 40.22959(N)    085 13 04.25630(W) AD(       ) 1
 CM2476  ELLIP H (09/27/93)  186.46   (m)                       GP(       ) 4 1
 CM2476
 CM2476.Superseded values are not recommended for survey control.
 CM2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2476.See file dsdata.txt to determine how the superseded data were derived.
 CM2476
 CM2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6725007737(NAD 83)
 CM2476_MARKER: DD = SURVEY DISK
 CM2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2476_SP_SET: CONCRETE POST
 CM2476_STAMPING: 41-39 1992
 CM2476_MARK LOGO: ALHD  
 CM2476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2476+STABILITY: SURFACE MOTION
 CM2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2476+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2476
 CM2476  HISTORY     - Date     Condition        Report By
 CM2476  HISTORY     - 1992     MONUMENTED       ALHD
 CM2476
 CM2476                          STATION DESCRIPTION
 CM2476
 CM2476'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2476'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTH RIGHT OF WAY OF U.S.
 CM2476'280 AND U.S. 431, ABOUT 1.35 MI (2.17 KM) EAST OF SALEM AND ABOUT
 CM2476'10.15 MI (16.33 KM) SOUTHEAST OF OPELIKA.
 CM2476'TO REACH THE STATION FROM EXIT 62 ON I-85 (MILE POST 140.95 ON U.S.
 CM2476'280), DRIVE SOUTHEAST ON U.S. 280 AND U.S. 431 FOR 9.00 MI
 CM2476'(14.48 KM) TO MILE POST 131.95 AND THE STATION ON THE RIGHT.
 CM2476'THE STATION IS LOCATED IN FRONT OF A SMALL GREEN FRAME HOUSE NO. 911,
 CM2476'3.0 FT (0.9 M) SOUTH OF THE CREST OF A TEN FOOT BACKSLOPE, 26.8 FT
 CM2476'(8.2 M) WEST OF CONCRETE RIGHT OF WAY MARKER POT 587 + 81.6, 49.0 FT
 CM2476'(14.9 M) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 280
 CM2476'AND U.S. 431, 52.7 FT (16.1 M) WEST OF A JUNCTION POWER POLE, 54.8 FT
 CM2476'(16.7 M) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE FRONT PORCH
 CM2476'OF A SMALL GREEN FRAME HOUSE, 61.5 FT (18.7 M) NORTH OF THE NORTHEAST
 CM2476'CORNER OF THE FRONT PORCH OF A SMALL GREEN FRAME HOUSE, AND 105.7 FT
 CM2476'(32.2 M) NORTH-NORTHWEST OF A TRANSFORMER POWER POLE WITH A SECURITY
 CM2476'LIGHT.
 CM2476'STATION 41-18 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2476'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 CM2476'MRS. MATTIE BUTLER, P. O. BOX 35, SALEM, ALABAMA 36874, PHONE
 CM2476'205-749-8796.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2373 ***********************************************************************
 CM2373  DESIGNATION -  41 4
 CM2373  PID         -  CM2373
 CM2373  STATE/COUNTY-  AL/LEE
 CM2373  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM2373
 CM2373                         *CURRENT SURVEY CONTROL
 CM2373  ___________________________________________________________________
 CM2373* NAD 83(1992)-  32 35 19.36237(N)    085 17 43.85961(W)     ADJUSTED  
 CM2373* NAVD 88     -       192.8    (meters)     633.     (feet)  VERTCON   
 CM2373  ___________________________________________________________________
 CM2373  X           -     441,192.816 (meters)                     COMP
 CM2373  Y           -  -5,361,194.954 (meters)                     COMP
 CM2373  Z           -   3,415,704.781 (meters)                     COMP
 CM2373  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 CM2373  ELLIP HEIGHT-         164.46  (meters)          (07/29/02) GPS OBS
 CM2373  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 CM2373
 CM2373  HORZ ORDER  -  FIRST
 CM2373  ELLP ORDER  -  FOURTH    CLASS I
 CM2373
 CM2373.The horizontal coordinates were established by GPS observations
 CM2373.and adjusted by the National Geodetic Survey in December 1992..
 CM2373
 CM2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2373
 CM2373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2373
 CM2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2373
 CM2373.The ellipsoidal height was determined by GPS observations
 CM2373.and is referenced to NAD 83.
 CM2373
 CM2373.The geoid height was determined by GEOID03.
 CM2373
 CM2373;                    North         East     Units Scale Factor Converg.
 CM2373;SPC AL E     -   231,712.486   250,490.895   MT  0.99999142   +0 17 22.8
 CM2373;UTM  16      - 3,606,974.816   659,970.367   MT  0.99991556   +0 55 05.7
 CM2373
 CM2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2373!SPC AL E     -   0.99997418  x   0.99999142  =   0.99996560
 CM2373!UTM  16      -   0.99997418  x   0.99991556  =   0.99988974
 CM2373
 CM2373                          SUPERSEDED SURVEY CONTROL
 CM2373
 CM2373  ELLIP H (12/04/92)  164.48   (m)                       GP(       ) 4 1
 CM2373  NAD 83(1986)-  32 35 19.36797(N)    085 17 43.85894(W) AD(       ) 1
 CM2373  NGVD 29 (12/04/92)  192.8    (m)          633.     (f) GPS OBS        
 CM2373
 CM2373.Superseded values are not recommended for survey control.
 CM2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2373.See file dsdata.txt to determine how the superseded data were derived.
 CM2373
 CM2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5997006975(NAD 83)
 CM2373_MARKER: DD = SURVEY DISK
 CM2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2373_SP_SET: CONCRETE POST
 CM2373_STAMPING: 41 - 4 1989
 CM2373_MARK LOGO: ALHD  
 CM2373_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2373+STABILITY: SURFACE MOTION
 CM2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2373+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CM2373
 CM2373  HISTORY     - Date     Condition        Report By
 CM2373  HISTORY     - 1989     MONUMENTED       ALHD
 CM2373
 CM2373                          STATION DESCRIPTION
 CM2373
 CM2373'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2373'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTH RIGHT OF WAY OF LEE
 CM2373'COUNTY ROAD NO. 36, ABOUT 10.46 KM (6.50 MI) SOUTHEAST OF OPELIKA AND
 CM2373'ABOUT 17.70 KM (11.00 MI) EAST OF AUBURN.  BEFORE USING THE STATION
 CM2373'CONTACT ONE OF THE FOLLOWING IN THE SPRING VILLA ESTATES, OPELIKA, AL
 CM2373'36801 - BILLY OR NANCY BELL, LOT NO. 202, PHONE (205)-745-3681,
 CM2373'CHARLES OR LISHA CHAMPION, LOT NO. 109, PHONE (205)-749-2906, AND JACK
 CM2373'OR SHARON OGBURN, LOT NO. 204, PHONE (205)-749-1964.
 CM2373'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA 169 AND LEE COUNTY
 CM2373'ROAD NO. 36 AT SPRING VILLA SOUTH OF OPELIKA, GO EAST ON LEE COUNTY
 CM2373'ROAD NO. 36 FOR 3.94 KM (2.45 MI) TO THE STATION ON THE RIGHT. THE
 CM2373'STATION IS 0.16 KM (0.10 MI) WEST OF A PAVED CROSSROADS.
 CM2373'THE STATION IS 11.06 M (36.3 FT) SOUTH OF THE CENTERLINE OF LEE COUNTY
 CM2373'ROAD NO. 36, 11.58 M (38.0 FT) EAST OF A GRADED DRIVEWAY, 37.80 M
 CM2373'(124.0 FT) EAST-SOUTHEAST OF JUNCTION POWER POLE NO. 44 ACROSS LEE
 CM2373'COUNTY ROAD NO. 36, 25.63 M (84.1 FT) EAST-NORTHEAST OF AN 18 INCH
 CM2373'SWEET GUM TREE WEST OF THE DRIVEWAY, 1.71 M (5.6 FT) SOUTH OF A
 CM2373'CARSONITE WITNESS POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR
 CM2373'DRIVEN FLUSH WITH THE GROUND, AND SET FLUSH WITH THE GROUND.
 CM2373'STATION 41 - 3 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2374 ***********************************************************************
 CM2374  DESIGNATION -  41 5
 CM2374  PID         -  CM2374
 CM2374  STATE/COUNTY-  AL/LEE
 CM2374  USGS QUAD   -  SOCIETY HILL (1985)
 CM2374
 CM2374                         *CURRENT SURVEY CONTROL
 CM2374  ___________________________________________________________________
 CM2374* NAD 83(1992)-  32 26 14.07451(N)    085 23 25.99620(W)     ADJUSTED  
 CM2374* NAVD 88     -       149.3    (meters)     490.     (feet)  VERTCON   
 CM2374  ___________________________________________________________________
 CM2374  X           -     433,022.109 (meters)                     COMP
 CM2374  Y           -  -5,370,882.530 (meters)                     COMP
 CM2374  Z           -   3,401,516.671 (meters)                     COMP
 CM2374  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CM2374  ELLIP HEIGHT-         121.35  (meters)          (07/29/02) GPS OBS
 CM2374  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CM2374
 CM2374  HORZ ORDER  -  FIRST
 CM2374  ELLP ORDER  -  FOURTH    CLASS I
 CM2374
 CM2374.The horizontal coordinates were established by GPS observations
 CM2374.and adjusted by the National Geodetic Survey in December 1992..
 CM2374
 CM2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2374
 CM2374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2374
 CM2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2374
 CM2374.The ellipsoidal height was determined by GPS observations
 CM2374.and is referenced to NAD 83.
 CM2374
 CM2374.The geoid height was determined by GEOID03.
 CM2374
 CM2374;                    North         East     Units Scale Factor Converg.
 CM2374;SPC AL E     -   214,874.557   241,638.304   MT  0.99998137   +0 14 15.0
 CM2374;UTM  16      - 3,590,042.465   651,303.394   MT  0.99988230   +0 51 48.4
 CM2374
 CM2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2374!SPC AL E     -   0.99998095  x   0.99998137  =   0.99996232
 CM2374!UTM  16      -   0.99998095  x   0.99988230  =   0.99986325
 CM2374
 CM2374                          SUPERSEDED SURVEY CONTROL
 CM2374
 CM2374  ELLIP H (12/04/92)  121.46   (m)                       GP(       ) 4 1
 CM2374  NAD 83(1986)-  32 26 14.07793(N)    085 23 25.99884(W) AD(       ) 1
 CM2374  NGVD 29 (12/04/92)  149.2    (m)          490.     (f) GPS OBS        
 CM2374
 CM2374.Superseded values are not recommended for survey control.
 CM2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2374.See file dsdata.txt to determine how the superseded data were derived.
 CM2374
 CM2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5130390042(NAD 83)
 CM2374_MARKER: DD = SURVEY DISK
 CM2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2374_SP_SET: CONCRETE POST
 CM2374_STAMPING: 41 - 5 1989
 CM2374_MARK LOGO: ALHD  
 CM2374_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2374+STABILITY: SURFACE MOTION
 CM2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2374+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CM2374
 CM2374  HISTORY     - Date     Condition        Report By
 CM2374  HISTORY     - 1989     MONUMENTED       ALHD
 CM2374
 CM2374                          STATION DESCRIPTION
 CM2374
 CM2374'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2374'THE STATION IS LOCATED IN LEE COUNTY ON THE NORTH RIGHT OF WAY OF U.
 CM2374'S. HIGHWAY 80, ABOUT 23.82 KM (14.80 MI) SOUTH OF OPELIKA AND ABOUT
 CM2374'36.85 KM (22.90 MI) WEST OF PHENIX CITY.
 CM2374'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 80 AND ALABAMA
 CM2374'51 IN MARVYN, GO WEST ON U. S. 80 FOR 2.49 KM (1.55 MI) TO MILE POST
 CM2374'196.00 AND THE STATION ON THE RIGHT.
 CM2374'THE STATION IS 15.54 M (51.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 CM2374'U. S. 80, 23.07 M (75.7 FT) NORTH-NORTHWEST OF MILE POST 196 ACROSS U.
 CM2374'S. 80, 20.64 M (67.7 FT) EAST-NORTHEAST OF A POWER POLE, 0.91 M
 CM2374'(3.0 FT) SOUTH OF A CARSONITE WITNESS POST, 0.30 M (1.0 FT) WEST OF A
 CM2374'5/8 INCH REBAR DRIVEN FLUSH WITH THE GROUND, AND SET FLUSH WITH THE
 CM2374'GROUND.
 CM2374'STATION 41 - 6 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2375 ***********************************************************************
 CM2375  FBN         -  This is a Federal Base Network Control Station.
 CM2375  DESIGNATION -  41 6
 CM2375  PID         -  CM2375
 CM2375  STATE/COUNTY-  AL/LEE
 CM2375  USGS QUAD   -  SOCIETY HILL (1985)
 CM2375
 CM2375                         *CURRENT SURVEY CONTROL
 CM2375  ___________________________________________________________________
 CM2375* NAD 83(1992)-  32 26 16.92122(N)    085 22 50.13625(W)     ADJUSTED  
 CM2375* NAVD 88     -       148.99   (meters)     488.8    (feet)  N HEIGHT  
 CM2375  ___________________________________________________________________
 CM2375  X           -     433,952.048 (meters)                     COMP
 CM2375  Y           -  -5,370,760.098 (meters)                     COMP
 CM2375  Z           -   3,401,590.563 (meters)                     COMP
 CM2375  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 CM2375  ELLIP HEIGHT-         121.13  (meters)          (08/29/05) GPS OBS
 CM2375  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CM2375  DYNAMIC HT  -         148.81  (meters)     488.2   (feet)  COMP
 CM2375  MODELED GRAV-     979,464.2   (mgal)                       NAVD 88
 CM2375
 CM2375  HORZ ORDER  -  B
 CM2375  VERT ORDER  -  THIRD
 CM2375  ELLP ORDER  -  FOURTH    CLASS I
 CM2375
 CM2375.The horizontal coordinates were established by GPS observations
 CM2375.and adjusted by the National Geodetic Survey in September 1992..
 CM2375
 CM2375.The orthometric height was determined by differential leveling
 CM2375.and adjusted by the National Geodetic Survey in September 1998..
 CM2375.The height was determined by precise leveling from only one NSRS
 CM2375.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CM2375.allowed ONLY to validate the GPS-derived height.
 CM2375
 CM2375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2375
 CM2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2375
 CM2375.The ellipsoidal height was determined by GPS observations
 CM2375.and is referenced to NAD 83.
 CM2375
 CM2375.The geoid height was determined by GEOID03.
 CM2375
 CM2375.The dynamic height is computed by dividing the NAVD 88
 CM2375.geopotential number by the normal gravity value computed on the
 CM2375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM2375.degrees latitude (g = 980.6199 gals.).
 CM2375
 CM2375.The modeled gravity was interpolated from observed gravity values.
 CM2375
 CM2375;                    North         East     Units Scale Factor Converg.
 CM2375;SPC AL E     -   214,966.171   242,574.669   MT  0.99998234   +0 14 34.3
 CM2375;UTM  16      - 3,590,144.293   652,238.611   MT  0.99988580   +0 52 07.7
 CM2375
 CM2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2375!SPC AL E     -   0.99998098  x   0.99998234  =   0.99996332
 CM2375!UTM  16      -   0.99998098  x   0.99988580  =   0.99986678
 CM2375
 CM2375                          SUPERSEDED SURVEY CONTROL
 CM2375
 CM2375  ELLIP H (06/13/05)  121.19   (m)                       GP(       ) 4 2
 CM2375  ELLIP H (06/19/02)  121.10   (m)                       GP(       ) 4 1
 CM2375  ELLIP H (08/31/99)  121.15   (m)                       GP(       ) 3 1
 CM2375  ELLIP H (09/01/92)  121.22   (m)                       GP(       ) 1 2
 CM2375  NAD 83(1986)-  32 26 16.92462(N)    085 22 50.13891(W) AD(       ) 1
 CM2375  NAVD 88 (08/31/99)  148.99   (m)          488.8    (f) LEVELING    3  
 CM2375  NGVD 29 (??/??/??)  148.97   (m)          488.7    (f) N HEIGHT    3  
 CM2375
 CM2375.Superseded values are not recommended for survey control.
 CM2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2375.See file dsdata.txt to determine how the superseded data were derived.
 CM2375
 CM2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5223990144(NAD 83)
 CM2375_MARKER: DD = SURVEY DISK
 CM2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2375_SP_SET: CONCRETE POST
 CM2375_STAMPING: 41-6 1989
 CM2375_MARK LOGO: ALHD  
 CM2375_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2375+STABILITY: SURFACE MOTION
 CM2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2375+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 CM2375
 CM2375  HISTORY     - Date     Condition        Report By
 CM2375  HISTORY     - 1989     MONUMENTED       ALHD
 CM2375  HISTORY     - 19891016 GOOD             ALHD
 CM2375  HISTORY     - 19920116 GOOD             NGS
 CM2375  HISTORY     - 19920316 GOOD             ALHD
 CM2375  HISTORY     - 19921216 GOOD             ALHD
 CM2375  HISTORY     - 19930325 GOOD             NOS
 CM2375  HISTORY     - 19940412 GOOD             NGS
 CM2375  HISTORY     - 19980120 GOOD             NGS
 CM2375  HISTORY     - 20020203 GOOD             JCLS
 CM2375  HISTORY     - 20020204 GOOD             JCLS
 CM2375  HISTORY     - 20031112 GOOD             GADT
 CM2375  HISTORY     - 20040624 GOOD             LOCSUR
 CM2375  HISTORY     - 20050328 GOOD             GAPC
 CM2375  HISTORY     - 20050622 GOOD             ALDOT
 CM2375
 CM2375                          STATION DESCRIPTION
 CM2375
 CM2375'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2375'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTH RIGHT OF WAY OF U.
 CM2375'S. HIGHWAY 80, ABOUT 23.66 KM (14.70 MI) SOUTH OF OPELIKA AND ABOUT
 CM2375'35.89 KM (22.30 MI) WEST OF PHENIX CITY.
 CM2375'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 80 AND ALABAMA
 CM2375'51 IN MARVYN, GO WEST ON U. S. 80 FOR 1.53 KM (0.95 MI) TO MILE POST
 CM2375'196.60 AND THE STATION ON THE LEFT.
 CM2375'THE STATION IS 15.54 M (51.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CM2375'U. S. 80, 42.98 M (141.0 FT) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL
 CM2375'DRIVEWAY, 38.62 M (126.7 FT) WEST-NORTHWEST OF A SERVICE POWER POLE,
 CM2375'49.93 M (163.8 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE CARPORT OF
 CM2375'A BEIGE FRAME HOUSE, 1.19 M (3.9 FT) NORTH OF A CARSONITE WITNESS
 CM2375'POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH WITH
 CM2375'GROUND, AND SET FLUSH WITH THE GROUND.
 CM2375'STATION 41 - 5 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2375
 CM2375                          STATION RECOVERY (1989)
 CM2375
 CM2375'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2375'THE STATION IS LOCATED IN LEE COUNTY ON THE SOUTH RIGHT OF WAY OF U.
 CM2375'S. HIGHWAY 80, ABOUT 23.66 KM (14.70 MI) SOUTH OF OPELIKA AND ABOUT
 CM2375'35.89 KM (22.30 MI) WEST OF PHENIX CITY.  TO REACH THE STATION FROM
 CM2375'THE JUNCTION OF U. S. HIGHWAY 80 AND ALABAMA 51 IN MARVYN, GO WEST
 CM2375'ON U. S. 80 FOR 1.53 KM (0.95 MI) TO MILE POST 196.60 AND THE
 CM2375'STATION ON THE LEFT.  THE STATION IS 15.54 M (51.0 FT)
 CM2375'SOUTH-SOUTHEAST OF THE CENTERLINE OF U. S. 80, 42.98 M (141.0 FT)
 CM2375'WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 38.62 M (126.7 FT)
 CM2375'WEST-NORTHWEST OF A SERVICE POWER POLE, 49.93 M (163.8 FT) NORTHWEST
 CM2375'OF THE NORTHWEST CORNER OF THE CARPORT OF A BEIGE FRAME HOUSE, 1.19 M
 CM2375'(3.9 FT) NORTH OF A CARSONITE WITNESS POST, 0.30 M (1.0 FT) WEST OF A
 CM2375'5/8 INCH REBAR DRIVEN FLUSH WITH GROUND, AND SET FLUSH WITH THE
 CM2375'GROUND.  STATION 41 - 5 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2375
 CM2375                          STATION RECOVERY (1992)
 CM2375
 CM2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 CM2375'THE STATION IS LOCATED 23.66 KM (14.70 MI) SOUTH OF OPELIKA AND 35.89
 CM2375'KM (22.30 MI) WEST OF PHENIX CITY ON THE SOUTH RIGHT-OF-WAY OF U.S.
 CM2375'HIGHWAY 80.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS.
 CM2375'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CM2375'STATE HIGHWAY 51 IN MARVYN, GO WEST ON U.S. 80 FOR 1.53 KM (0.95 MI)
 CM2375'TO MILE POST 196.6 AND THE STATION ON THE LEFT.
 CM2375'THE STATION IS SET IN THE TOP OF A CONCETE MONUMENT FLUSH WITH THE
 CM2375'GROUND, AND IS LOCATED 49.93 M (163.81 FT) NORTHWEST OF THE NORTHWEST
 CM2375'CORNER OF A CARPORT OF A FRAME HOUSE, 42.98 M (141.01 FT)
 CM2375'WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 38.62 M
 CM2375'(126.71 FT) WEST-NORTHWEST OF A SERVICE POWER POLE AND 1.19 M
 CM2375'(3.90 FT) NORTH OF A FIBERGLASS WITNESS POST.
 CM2375'NOTE--STATION 41-5 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2375
 CM2375                          STATION RECOVERY (1992)
 CM2375
 CM2375'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2375'THE STATION IS LOCATED 23.66 KM (14.70 MI) SOUTH OF OPELIKA AND 35.89
 CM2375'KM (22.30 MI) WEST OF PHENIX CITY ON THE SOUTH RIGHT-OF-WAY OF U.S.
 CM2375'HIGHWAY 80.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS.
 CM2375'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND
 CM2375'STATE HIGHWAY 51 IN MARVYN, GO WEST ON U.S. 80 FOR 1.53 KM (0.95 MI)
 CM2375'TO MILE POST 196.6 AND THE STATION ON THE LEFT.
 CM2375'THE STATION IS SET IN THE TOP OF A CONCETE MONUMENT FLUSH WITH THE
 CM2375'GROUND, AND IS LOCATED 49.93 M (163.81 FT) NORTHWEST OF THE NORTHWEST
 CM2375'CORNER OF A CARPORT OF A FRAME HOUSE, 42.98 M (141.01 FT)
 CM2375'WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 38.62 M
 CM2375'(126.71 FT) WEST-NORTHWEST OF A SERVICE POWER POLE AND 1.19 M
 CM2375'(3.90 FT) NORTH OF A FIBERGLASS WITNESS POST.
 CM2375'NOTE--STATION 41-5 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2375
 CM2375                          STATION RECOVERY (1992)
 CM2375
 CM2375'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 CM2375'THE STATION IS LOCATED 23.66 KM (14.70 MI) SOUTH OF OPELIKA AND 35.89
 CM2375'KM (22.30 MI) WEST OF PHENIX CITY ON THE SOUTH RIGHT-OF-WAY OF U.S.
 CM2375'HIGHWAY 80.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS. TO REACH THE
 CM2375'STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 51
 CM2375'IN MARVYN, GO WEST ON U.S. 80 FOR 1.53 KM (0.95 MI) TO MILE POST 196.6
 CM2375'AND THE STATION ON THE LEFT. THE STATION IS SET IN THE TOP OF A
 CM2375'CONCETE MONUMENT FLUSH WITH THE GROUND, AND IS LOCATED 49.93 M (163.81
 CM2375'FT) NORTHWEST OF THE NORTHWEST CORNER OF A CARPORT OF A FRAME HOUSE,
 CM2375'42.98 M (141.01 FT) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY,
 CM2375'38.62 M (126.71 FT) WEST-NORTHWEST OF A SERVICE POWER POLE AND 1.19 M
 CM2375'(3.90 FT) NORTH OF A FIBERGLASS WITNESS POST. NOTE--STATION 41-5 MAY
 CM2375'BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2375
 CM2375                          STATION RECOVERY (1993)
 CM2375
 CM2375'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 CM2375'RECOVERED IN GOOD CONDITION.
 CM2375
 CM2375                          STATION RECOVERY (1994)
 CM2375
 CM2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994 (EAR)
 CM2375'RECOVERED AS DESCRIBED IN 1992 WITH ADDITIONAL NOTES. THE STATION IS
 CM2375'(126.71 FT) WEST-NORTHWEST OF A SERVICE POWER POLE AND 15.8 M (51.8
 CM2375'FT) SOUTH OF CENTERLINE HIGHWAY 80.
 CM2375
 CM2375                          STATION RECOVERY (1998)
 CM2375
 CM2375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 CM2375'THE STATION IS LOCATED 23.66 KM (14.70 MI) SOUTH OF OPELIKA, 35.89 KM
 CM2375'(22.30 MI) WEST OF PHENIX CITY, ON THE SOUTH RIGHT-OF-WAY OF U.S.
 CM2375'HIGHWAY 80.  OWNERSHIP--ALABAMA DEPARTMENT OF TRANSPORTATION, 1409
 CM2375'COLISEUM BOULEVARD, MONTGOMERY AL 36130-3050.  CONTACT MR. DON
 CM2375'SPILLARS, PHONE 334-242-6614, FAX 269-0826.  TO REACH THE STATION FROM
 CM2375'THE INTERSECTION OF U.S. HIGHWAY 80 AND STATE HIGHWAY 51 IN MARVYN, GO
 CM2375'WEST ON HIGHWAY 80 FOR 1.53 KM (0.95 MI) TO MILEPOST 196.6 AND THE
 CM2375'STATION ON THE LEFT.  THE STATION IS SET IN THE TOP OF A CONCRETE
 CM2375'MONUMENT FLUSH WITH GROUND.  LOCATED 49.93 M (163.81 FT) NORTHWEST OF
 CM2375'THE NORTHWEST CORNER OF A CARPORT OF A FRAME HOUSE, 42.98 M (141.01
 CM2375'FT) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 38.62 M (126.71
 CM2375'FT) WEST-NORTHWEST OF A SERVICE POWER POLE, 26.05 M (85.47 FT) WEST OF
 CM2375'ALHD STATION M C 4 1969, 25.8 M (84.6 FT) EAST-SOUTHEAST OF THE EAST
 CM2375'END OF THE SOUTH CULVERT HEADWALL UNDER HIGHWAY 80, 15.6 M (51.2 FT)
 CM2375'SOUTH OF THE CENTER OF HIGHWAY 80, 11.3 M (37.1 FT) EAST-NORTHEAST OF
 CM2375'THE NORTHERN 1 OF 2 WATER SHUTOFF VALVE COVERS AND 1.19 M (3.90 FT)
 CM2375'NORTH OF A FIBERGLASS WITNESS POST. NOTE--STATION 41-5 MAY BE USED AS
 CM2375'AN AZIMUTH FOR THIS STATION.
 CM2375
 CM2375                          STATION RECOVERY (2002)
 CM2375
 CM2375'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CM2375'RECOVERED IN GOOD CONDITION.
 CM2375
 CM2375                          STATION RECOVERY (2002)
 CM2375
 CM2375'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 CM2375'RECOVERED IN GOOD CONDITION.
 CM2375
 CM2375                          STATION RECOVERY (2003)
 CM2375
 CM2375'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2003
 CM2375'RECOVERED IN GOOD CONDITION.
 CM2375
 CM2375                          STATION RECOVERY (2004)
 CM2375
 CM2375'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (GP)
 CM2375'RECOVERED AS DESCRIBED.
 CM2375
 CM2375                          STATION RECOVERY (2005)
 CM2375
 CM2375'RECOVERY NOTE BY GEORGIA POWER COMPANY 2005 (DLD)
 CM2375'RECOVERED AS DESCRIBED.
 CM2375
 CM2375                          STATION RECOVERY (2005)
 CM2375
 CM2375'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005 (JPJ)
 CM2375'SET NEW METAL WITNESS POST, MARK IS NOW 3.0 FEET NORTH OF METAL
 CM2375'WITNESS POST
 CM2375'MILEPOST HAS CHANGED TO 193.6
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2376 ***********************************************************************
 CM2376  DESIGNATION -  41 7
 CM2376  PID         -  CM2376
 CM2376  STATE/COUNTY-  AL/LEE
 CM2376  USGS QUAD   -  OPELIKA WEST (1983)
 CM2376
 CM2376                         *CURRENT SURVEY CONTROL
 CM2376  ___________________________________________________________________
 CM2376* NAD 83(1992)-  32 41 25.70664(N)    085 29 12.90982(W)     ADJUSTED  
 CM2376* NAVD 88     -       250.6    (meters)     822.     (feet)  VERTCON   
 CM2376  ___________________________________________________________________
 CM2376  X           -     422,805.570 (meters)                     COMP
 CM2376  Y           -  -5,356,619.012 (meters)                     COMP
 CM2376  Z           -   3,425,239.086 (meters)                     COMP
 CM2376  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 CM2376  ELLIP HEIGHT-         221.83  (meters)          (07/29/02) GPS OBS
 CM2376  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CM2376
 CM2376  HORZ ORDER  -  FIRST
 CM2376  ELLP ORDER  -  FOURTH    CLASS I
 CM2376
 CM2376.The horizontal coordinates were established by GPS observations
 CM2376.and adjusted by the National Geodetic Survey in December 1992..
 CM2376
 CM2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2376
 CM2376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2376
 CM2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2376
 CM2376.The ellipsoidal height was determined by GPS observations
 CM2376.and is referenced to NAD 83.
 CM2376
 CM2376.The geoid height was determined by GEOID03.
 CM2376
 CM2376;                    North         East     Units Scale Factor Converg.
 CM2376;SPC AL E     -   242,922.680   232,484.845   MT  0.99997301   +0 11 13.6
 CM2376;UTM  16      - 3,617,985.432   641,844.079   MT  0.99984809   +0 49 02.5
 CM2376
 CM2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2376!SPC AL E     -   0.99996517  x   0.99997301  =   0.99993818
 CM2376!UTM  16      -   0.99996517  x   0.99984809  =   0.99981327
 CM2376
 CM2376|---------------------------------------------------------------------|
 CM2376| PID    Reference Object                     Distance      Geod. Az  |
 CM2376|                                                           dddmmss.s |
 CM2376| CM2256 BOTSFORD RESET                      399.934 METERS 20331     |
 CM2376|---------------------------------------------------------------------|
 CM2376
 CM2376                          SUPERSEDED SURVEY CONTROL
 CM2376
 CM2376  ELLIP H (12/04/92)  221.86   (m)                       GP(       ) 4 1
 CM2376  NAD 83(1986)-  32 41 25.71376(N)    085 29 12.90747(W) AD(       ) 1
 CM2376  NGVD 29 (12/04/92)  250.6    (m)          822.     (f) GPS OBS        
 CM2376
 CM2376.Superseded values are not recommended for survey control.
 CM2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2376.See file dsdata.txt to determine how the superseded data were derived.
 CM2376
 CM2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4184417985(NAD 83)
 CM2376_MARKER: DD = SURVEY DISK
 CM2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2376_SP_SET: CONCRETE POST
 CM2376_STAMPING: 41-7 1989
 CM2376_MARK LOGO: ALHD  
 CM2376_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2376+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1991
 CM2376
 CM2376  HISTORY     - Date     Condition        Report By
 CM2376  HISTORY     - 1989     MONUMENTED       ALHD
 CM2376  HISTORY     - 19910620 GOOD             ALHD
 CM2376
 CM2376                          STATION DESCRIPTION
 CM2376
 CM2376'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2376'THE STATION IS LOCATED IN LEE COUNTY IN A PASTURE, ABOUT 8.77 KM
 CM2376'(5.45 MI) NORTH OF AUBURN AND ABOUT 10.94 KM (6.80 MI) NORTHWEST OF
 CM2376'OPELIKA ON PROPERTY OWNED BY MRS. A. C. CARTER, ROUTE 3, BOX 297,
 CM2376'OPELIKA, AL 36801.
 CM2376'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 280 AND
 CM2376'ALABAMA HIGHWAY 147 NORTH, AT THE BOTTLE NORTH OF AUBURN, GO NORTH ON
 CM2376'ALABAMA 147 FOR 1.05 KM (0.65 MI) TO MILE POST 9.75 AND LEE COUNTY
 CM2376'ROAD NO. 30 ON THE RIGHT, TURN RIGHT ON LEE COUNTY ROAD NO. 30 AND GO
 CM2376'EAST FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT IN A PASTURE.
 CM2376'THE STATION IS 36.58 M (120.0 FT) NORTHWEST OF THE CENTERLINE OF LEE
 CM2376'COUNTY ROAD NO. 30, 0.61 M (2.0 FT) SOUTH-SOUTHEAST OF A HOGWIRE FENCE
 CM2376'WITH ONE STRAND OF BARBED WIRE ON WOOD POSTS, 12.80 M (42.0 FT)
 CM2376'WEST-SOUTHWEST OF A FENCE CORNER AT THE WEST SIDE OF A LANE BETWEEN
 CM2376'TWO PASTURES, 0.55 M (1.8 FT) SOUTH OF A CARSONITE WITNESS POST AND
 CM2376'SET ABOUT 12 INCHES BELOW THE SURFACE.
 CM2376
 CM2376                          STATION RECOVERY (1991)
 CM2376
 CM2376'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2376'THE STATION IS LOCATED IN LEE COUNTY IN A PASTURE, ABOUT 8.77 KM
 CM2376'(5.45 MI) NORTH OF AUBURN AND ABOUT 10.94 KM (6.80 MI) NORTHWEST OF
 CM2376'OPELIKA ON PROPERTY OWNED BY MRS. A. C. CARTER, ROUTE 3, BOX 297,
 CM2376'OPELIKA, AL 36801.
 CM2376'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 280 AND
 CM2376'ALABAMA HIGHWAY 147 NORTH, AT THE BOTTLE NORTH OF AUBURN, GO NORTH ON
 CM2376'ALABAMA 147 FOR 1.05 KM (0.65 MI) TO MILE POST 9.75 AND LEE COUNTY
 CM2376'ROAD NO. 095 ON THE RIGHT, TURN RIGHT ON LEE COUNTY ROAD NO. 095 AND
 CM2376'GO EAST FOR 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT IN A
 CM2376'PASTURE.
 CM2376'THE STATION IS 36.58 M (120.01 FT) NORTHWEST OF THE CENTERLINE OF LEE
 CM2376'COUNTY ROAD NO. 095, 0.61 M (2.00 FT) SOUTH-SOUTHEAST OF A HOGWIRE
 CM2376'FENCE WITH ONE STRAND OF BARBED WIRE ON WOOD POSTS, 12.80 M
 CM2376'(41.99 FT) WEST-SOUTHWEST OF A FENCE CORNER AT THE WEST SIDE OF A
 CM2376'LANE BETWEEN TWO PASTURES, 0.55 M (1.80 FT) SOUTH OF A CARSONITE
 CM2376'WITNESS POST AND SET ABOUT 12-INCHES BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2414 ***********************************************************************
 CM2414  DESIGNATION -  41 8
 CM2414  PID         -  CM2414
 CM2414  STATE/COUNTY-  AL/LEE
 CM2414  USGS QUAD   -  BEULAH (1983)
 CM2414
 CM2414                         *CURRENT SURVEY CONTROL
 CM2414  ___________________________________________________________________
 CM2414* NAD 83(1992)-  32 40 10.86895(N)    085 08 44.75657(W)     ADJUSTED  
 CM2414* NAVD 88     -       194.0    (meters)     636.     (feet)  VERTCON   
 CM2414  ___________________________________________________________________
 CM2414  X           -     454,793.889 (meters)                     COMP
 CM2414  Y           -  -5,355,199.710 (meters)                     COMP
 CM2414  Z           -   3,423,268.172 (meters)                     COMP
 CM2414  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 CM2414  ELLIP HEIGHT-         165.51  (meters)          (07/29/02) GPS OBS
 CM2414  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CM2414
 CM2414  HORZ ORDER  -  FIRST
 CM2414  ELLP ORDER  -  FOURTH    CLASS I
 CM2414
 CM2414.The horizontal coordinates were established by GPS observations
 CM2414.and adjusted by the National Geodetic Survey in September 1997..
 CM2414
 CM2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2414
 CM2414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2414
 CM2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2414
 CM2414.The ellipsoidal height was determined by GPS observations
 CM2414.and is referenced to NAD 83.
 CM2414
 CM2414.The geoid height was determined by GEOID03.
 CM2414
 CM2414;                    North         East     Units Scale Factor Converg.
 CM2414;SPC AL E     -   240,773.227   264,491.835   MT  1.00001127   +0 22 16.2
 CM2414;SPC GA W     -   296,396.267   608,167.926   MT  1.00000395   -0 31 42.8
 CM2414;SPC GA W     -   972,426.75  1,995,297.60   sFT  1.00000395   -0 31 42.8
 CM2414;UTM  16      - 3,616,188.253   673,870.155   MT  0.99997278   +1 00 04.2
 CM2414
 CM2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2414!SPC AL E     -   0.99997401  x   1.00001127  =   0.99998528
 CM2414!SPC GA W     -   0.99997401  x   1.00000395  =   0.99997796
 CM2414!UTM  16      -   0.99997401  x   0.99997278  =   0.99994680
 CM2414
 CM2414|---------------------------------------------------------------------|
 CM2414| PID    Reference Object                     Distance      Geod. Az  |
 CM2414|                                                           dddmmss.s |
 CM2414| CM2415 41 9                                381.482 METERS 07252     |
 CM2414|---------------------------------------------------------------------|
 CM2414
 CM2414                          SUPERSEDED SURVEY CONTROL
 CM2414
 CM2414  NAD 83(1992)-  32 40 10.86841(N)    085 08 44.75771(W) AD(       ) 1
 CM2414  ELLIP H (12/04/92)  165.54   (m)                       GP(       ) 4 1
 CM2414  NAD 83(1986)-  32 40 10.87345(N)    085 08 44.75501(W) AD(       ) 1
 CM2414  NGVD 29 (12/04/92)  194.0    (m)          636.     (f) GPS OBS        
 CM2414
 CM2414.Superseded values are not recommended for survey control.
 CM2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2414.See file dsdata.txt to determine how the superseded data were derived.
 CM2414
 CM2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7387016188(NAD 83)
 CM2414_MARKER: DD = SURVEY DISK
 CM2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2414_SP_SET: CONCRETE POST
 CM2414_STAMPING: 41-8 1991
 CM2414_MARK LOGO: ALHD  
 CM2414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2414+STABILITY: SURFACE MOTION
 CM2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2414+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2414
 CM2414  HISTORY     - Date     Condition        Report By
 CM2414  HISTORY     - 1991     MONUMENTED       ALHD
 CM2414
 CM2414                          STATION DESCRIPTION
 CM2414
 CM2414'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2414'THE STATION IS LOCATED IN LEE COUNTY ON PROPERTY OWNED BY THE
 CM2414'LEE-CHAMBERS FIRE DEPARTMENT, ABOUT 13.70 MI (22.05 KM)
 CM2414'EAST-NORTHEAST OF OPELIKA AND ABOUT 16.10 MI (25.91 KM)
 CM2414'NORTH-NORTHWEST OF PHENIX CITY.
 CM2414'TO REACH THE STATION FROM EXIT 62 ON I-85 (MILE POST 140.95 ON U.S.
 CM2414'431) IN OPELIKA, DRIVE SOUTHEAST ON U.S. 280 AND U.S. 431 FOR 15.20
 CM2414'MI (24.46 KM) TO MILE POST 125.75 AND LEE COUNTY ROAD NO. 379 LEFT
 CM2414'AND RIGHT, TURN LEFT ON LEE COUNTY ROAD NO. 379 AND DRIVE NORTH 8.25
 CM2414'MI (13.28 KM) TO THE LEE-CHAMBERS FIRE DEPT. STA. 3 AND THE STATION
 CM2414'ON THE RIGHT.
 CM2414'THE STATION IS 61.0 FT (18.6 M) NORTHEAST OF THE EAST END OF A
 CM2414'SUBURBAN PROPANE GAS TANK, 65.2 FT (19.9 M) EAST-NORTHEAST OF THE
 CM2414'NORTHEAST CORNER OF THE BIEGE CONCRETE BLOCK BUILDING, 95.5 FT
 CM2414'(29.1 M) SOUTHWEST OF THE BLUE STEEL CORNER POST AT THE NORTHEAST
 CM2414'CORNER OF THE LOT, APPROXIMATELY 165 FT (50.3 M) EAST OF THE
 CM2414'CENTERLINE OF LEE COUNTY ROAD NO. 379, AND SET FLUSH WITH THE GROUND.
 CM2414'STATION 41-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2415 ***********************************************************************
 CM2415  DESIGNATION -  41 9
 CM2415  PID         -  CM2415
 CM2415  STATE/COUNTY-  AL/LEE
 CM2415  USGS QUAD   -  BEULAH (1983)
 CM2415
 CM2415                         *CURRENT SURVEY CONTROL
 CM2415  ___________________________________________________________________
 CM2415* NAD 83(1992)-  32 40 14.51619(N)    085 08 30.76478(W)     ADJUSTED  
 CM2415* NAVD 88     -       190.9    (meters)     626.     (feet)  VERTCON   
 CM2415  ___________________________________________________________________
 CM2415  X           -     455,151.797 (meters)                     COMP
 CM2415  Y           -  -5,355,105.822 (meters)                     COMP
 CM2415  Z           -   3,423,361.085 (meters)                     COMP
 CM2415  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 CM2415  ELLIP HEIGHT-         162.42  (meters)          (07/29/02) GPS OBS
 CM2415  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CM2415
 CM2415  HORZ ORDER  -  FIRST
 CM2415  ELLP ORDER  -  FOURTH    CLASS I
 CM2415
 CM2415.The horizontal coordinates were established by GPS observations
 CM2415.and adjusted by the National Geodetic Survey in September 1997..
 CM2415
 CM2415.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2415
 CM2415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2415
 CM2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2415
 CM2415.The ellipsoidal height was determined by GPS observations
 CM2415.and is referenced to NAD 83.
 CM2415
 CM2415.The geoid height was determined by GEOID03.
 CM2415
 CM2415;                    North         East     Units Scale Factor Converg.
 CM2415;SPC AL E     -   240,887.948   264,855.663   MT  1.00001185   +0 22 23.8
 CM2415;SPC GA W     -   296,505.260   608,533.508   MT  1.00000313   -0 31 35.3
 CM2415;SPC GA W     -   972,784.34  1,996,497.02   sFT  1.00000313   -0 31 35.3
 CM2415;UTM  16      - 3,616,306.963   674,232.686   MT  0.99997434   +1 00 11.8
 CM2415
 CM2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2415!SPC AL E     -   0.99997450  x   1.00001185  =   0.99998635
 CM2415!SPC GA W     -   0.99997450  x   1.00000313  =   0.99997763
 CM2415!UTM  16      -   0.99997450  x   0.99997434  =   0.99994884
 CM2415
 CM2415|---------------------------------------------------------------------|
 CM2415| PID    Reference Object                     Distance      Geod. Az  |
 CM2415|                                                           dddmmss.s |
 CM2415| CM2414 41 8                                381.482 METERS 25252     |
 CM2415|---------------------------------------------------------------------|
 CM2415
 CM2415                          SUPERSEDED SURVEY CONTROL
 CM2415
 CM2415  NAD 83(1992)-  32 40 14.51564(N)    085 08 30.76593(W) AD(       ) 1
 CM2415  ELLIP H (12/04/92)  162.44   (m)                       GP(       ) 4 1
 CM2415  NAD 83(1986)-  32 40 14.52068(N)    085 08 30.76323(W) AD(       ) 1
 CM2415  NGVD 29 (12/04/92)  190.9    (m)          626.     (f) GPS OBS        
 CM2415
 CM2415.Superseded values are not recommended for survey control.
 CM2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2415.See file dsdata.txt to determine how the superseded data were derived.
 CM2415
 CM2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7423316307(NAD 83)
 CM2415_MARKER: DD = SURVEY DISK
 CM2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2415_SP_SET: CONCRETE POST
 CM2415_STAMPING: 41-9 1991
 CM2415_MARK LOGO: ALHD  
 CM2415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2415+STABILITY: SURFACE MOTION
 CM2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2415+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2415
 CM2415  HISTORY     - Date     Condition        Report By
 CM2415  HISTORY     - 1991     MONUMENTED       ALHD
 CM2415
 CM2415                          STATION DESCRIPTION
 CM2415
 CM2415'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2415'THE STATION IS LOCATED IN LEE COUNTY ON PROPERTY OWNED BY MEAD COATED
 CM2415'BOARD, INC., ABOUT 13.90 MI (22.37 KM) EAST-NORTHEAST OF OPELIKA AND
 CM2415'ABOUT 16.10 MI (25.91 KM) NORTH-NORTHWEST OF PHENIX CITY.
 CM2415'TO REACH THE STATION FROM EXIT 62 ON I-85 (MILE POST 140.95 ON U. S.
 CM2415'431) IN OPELIKA, DRIVE SOUTHEAST ON U. S. 280 AND U. S. 431 FOR 15.20
 CM2415'MI (24.46 KM) TO MILE POST 125.75 AND LEE COUNTY ROAD NO. 379 LEFT
 CM2415'AND RIGHT, TURN LEFT ON LEE COUNTY ROAD NO. 379 AND DRIVE NORTH FOR
 CM2415'8.05 MI (12.95 KM) TO LEE COUNTY ROAD NO. 344 ON THE RIGHT, TURN
 CM2415'RIGHT ON LEE COUNTY ROAD NO. 344 AND DRIVE EAST FOR 0.35 MI
 CM2415'(0.56 KM) TO A WOODS ROAD ON THE LEFT , TURN LEFT ON THE WOODS ROAD
 CM2415'AND DRIVE NORTHERLY FOR 0.25 MI (0.40 KM) TO THE TOP OF A LOW HILL
 CM2415'AND THE STATION ON THE RIGHT.
 CM2415'THE STATION IS 22.0 FT (6.7 M) NORTHEAST OF THE CENTER OF THE WOODS
 CM2415'ROAD, 2.1 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 CM2415'FLUSH WITH THE GROUND.
 CM2415'STATION 41-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0932 ***********************************************************************
 DH0932  DESIGNATION -  416
 DH0932  PID         -  DH0932
 DH0932  STATE/COUNTY-  AL/SHELBY
 DH0932  USGS QUAD   -  HELENA (1988)
 DH0932
 DH0932                         *CURRENT SURVEY CONTROL
 DH0932  ___________________________________________________________________
 DH0932* NAD 83(1986)-  33 17 46.     (N)    086 50 37.     (W)     SCALED    
 DH0932* NAVD 88     -       126.927  (meters)     416.43   (feet)  ADJUSTED  
 DH0932  ___________________________________________________________________
 DH0932  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0932  DYNAMIC HT  -         126.788 (meters)     415.97  (feet)  COMP
 DH0932  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 DH0932
 DH0932  VERT ORDER  -  SECOND    CLASS 0
 DH0932
 DH0932.The horizontal coordinates were scaled from a topographic map and have
 DH0932.an estimated accuracy of +/- 6 seconds.
 DH0932
 DH0932.The orthometric height was determined by differential leveling
 DH0932.and adjusted by the National Geodetic Survey in June 1991..
 DH0932.WARNING-Repeat measurements at this control monument indicate possible
 DH0932.vertical movement.
 DH0932
 DH0932.The geoid height was determined by GEOID03.
 DH0932
 DH0932.The dynamic height is computed by dividing the NAVD 88
 DH0932.geopotential number by the normal gravity value computed on the
 DH0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0932.degrees latitude (g = 980.6199 gals.).
 DH0932
 DH0932.The modeled gravity was interpolated from observed gravity values.
 DH0932
 DH0932;                    North         East    Units  Estimated Accuracy
 DH0932;SPC AL W     -   365,640.      661,130.      MT  (+/- 180 meters Scaled)
 DH0932
 DH0932                          SUPERSEDED SURVEY CONTROL
 DH0932
 DH0932  NGVD 29 (??/??/92)  126.889  (m)          416.30   (f) ADJ UNCH    2 0
 DH0932
 DH0932.Superseded values are not recommended for survey control.
 DH0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0932.See file dsdata.txt to determine how the superseded data were derived.
 DH0932
 DH0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB145841(NAD 83)
 DH0932_MARKER: DD = SURVEY DISK
 DH0932_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0932_SP_SET: BUILDING
 DH0932_STAMPING: 416 ADJ 1903
 DH0932_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0932
 DH0932  HISTORY     - Date     Condition        Report By
 DH0932  HISTORY     - 1903     MONUMENTED       USGS
 DH0932  HISTORY     - 1948     GOOD             NGS
 DH0932
 DH0932                          STATION DESCRIPTION
 DH0932
 DH0932'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0932'IN HELENA.
 DH0932'AT HELENA, AT THE CROSSING OF MAIN STREET AND THE LOUISVILLE AND
 DH0932'NASHVILLE RAILROAD, 68 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK,
 DH0932'28 FEET EAST OF THE CENTER LINE OF THE MAIN STREET, SET IN THE TOP OF
 DH0932'THE FOUNDATION OF A 1-STORY STONE BUILDING, 0.4 FOOT NORTH OF THE
 DH0932'NORTH CORNER OF THE BUILDING AND ABOUT 2 FEET ABOVE THE STREET.  SET
 DH0932'HORIZONTALLY.  NOTE-- STAMPING IS BATTERED SO THAT IT IS HARDLY
 DH0932'LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4137 ***********************************************************************
 BG4137  DESIGNATION -  416
 BG4137  PID         -  BG4137
 BG4137  STATE/COUNTY-  AL/BALDWIN
 BG4137  USGS QUAD   -  DYAS (1994)
 BG4137
 BG4137                         *CURRENT SURVEY CONTROL
 BG4137  ___________________________________________________________________
 BG4137* NAD 83(1992)-  30 57 08.55368(N)    087 39 42.41656(W)     ADJUSTED  
 BG4137* NAVD 88     -        65.16   (+/-2cm)     213.8    (feet)  VERTCON   
 BG4137  ___________________________________________________________________
 BG4137  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 BG4137  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BG4137
 BG4137  HORZ ORDER  -  FIRST
 BG4137  VERT ORDER  -  THIRD ? (See Below)
 BG4137
 BG4137.The horizontal coordinates were established by classical geodetic methods
 BG4137.and adjusted by the National Geodetic Survey in December 1992..
 BG4137
 BG4137.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4137.The vertical order pertains to the NGVD 29 superseded value.
 BG4137
 BG4137.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4137
 BG4137.The geoid height was determined by GEOID03.
 BG4137
 BG4137;                    North         East     Units Scale Factor Converg.
 BG4137;SPC AL W     -   105,585.086   584,542.441   MT  0.99993628   -0 04 59.6
 BG4137;UTM  16      - 3,424,511.778   436,790.201   MT  0.99964928   -0 20 25.4
 BG4137
 BG4137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4137!SPC AL W     -   0.99999421  x   0.99993628  =   0.99993049
 BG4137!UTM  16      -   0.99999421  x   0.99964928  =   0.99964349
 BG4137
 BG4137:                Primary Azimuth Mark                     Grid Az
 BG4137:SPC AL W     -  PERDIDO RESET                            042 10 00.0
 BG4137:UTM  16      -  PERDIDO RESET                            042 25 25.8
 BG4137
 BG4137|---------------------------------------------------------------------|
 BG4137| PID    Reference Object                     Distance      Geod. Az  |
 BG4137|                                                           dddmmss.s |
 BG4137| BG4128 PERDIDO RESET                       APPROX. 6.5 KM 0420500.4 |
 BG4137| BG4131 WALNUT HILL FIRE TOWER              APPROX.12.2 KM 1195756.7 |
 BG4137| BG4158 BAY MINETTE NEWPORT TURP TANK       APPROX.12.6 KM 2322551.7 |
 BG4137| DD8386 416 RM 1                             33.540 METERS 23300     |
 BG4137| BG4159 BAY MINETTE FUNNEL SHAPED TANK      APPROX.13.1 KM 2351740.2 |
 BG4137| DD8385 415 AZ MK                                          2475019.5 |
 BG4137| BG4136 ATLANTA MOBILE AWY BCN 15           APPROX. 4.1 KM 2835155.5 |
 BG4137| DD8387 416 RM 2                             36.399 METERS 32445     |
 BG4137|---------------------------------------------------------------------|
 BG4137
 BG4137                          SUPERSEDED SURVEY CONTROL
 BG4137
 BG4137  NAD 83(1986)-  30 57 08.57428(N)    087 39 42.42145(W) AD(       ) 1
 BG4137  NAD 27      -  30 57 07.91800(N)    087 39 42.46500(W) AD(       ) 1
 BG4137  NGVD 29 (07/19/86)   65.12   (m)          213.6    (f) LEVELING    3  
 BG4137
 BG4137.Superseded values are not recommended for survey control.
 BG4137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4137.See file dsdata.txt to determine how the superseded data were derived.
 BG4137
 BG4137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3679024512(NAD 83)
 BG4137_MARKER: DE = TRAVERSE STATION DISK
 BG4137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4137_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BG4137
 BG4137  HISTORY     - Date     Condition        Report By
 BG4137  HISTORY     - 1938     MONUMENTED       ALGS
 BG4137  HISTORY     - 1953     SEE DESCRIPTION  CGS
 BG4137
 BG4137                          STATION DESCRIPTION
 BG4137
 BG4137'DESCRIBED BY ALABAMA GEODETIC SURVEY 1938 (RAE)
 BG4137'THIS STATION IS LOCATED ON SE SIDE OF U.S. 31, ABOUT 1.5 MILES SSE OF
 BG4137'DYAS RR STATION, ABOUT 8-1/4 MILES NE OF BAY MINETTE, ALABAMA, 4
 BG4137'MILES SW OF PERDIDO.  STATION IS A TRAVERSE MONUMENT OF ALABAMA
 BG4137'GEODETIC SURVEY.  MARK IS A 10-INCH CONCRETE CYLINDER EXTENDING
 BG4137'ABOUT 8 INCHES ABOVE GROUND, STAMPED USC AND GS 1938.  STATION IS
 BG4137'56.5 FEET SE OF CENTER LINE OF 31, 35 PACES SSW OF TELEPHONE POLE
 BG4137'NO. 317, 35 PACES NE OF TELEPHONE POLE NO. 318, AND 22.8 FEET WSW
 BG4137'OF 12-INCH PINE TREE.
 BG4137'
 BG4137'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 BG4137'
 BG4137'TO REACH STATION FROM PERDIDO, ALABAMA, GO W ON 31, 2.8 MILES TO
 BG4137'LA VALLEYS SERVICE STATION SINCLAIR ON R.  CONTINUE 1.1 MILES TO GAP
 BG4137'IN GUARD RAIL BETWEEN FIRST AND SECOND SECTIONS OF RAIL, AND ON A
 BG4137'CURVE.  FROM BAY MINETTE GO E ON 31, 5.7 MILES TO A SMALL STORM
 BG4137'SHELTER ON L ON TOP OF HILL, CONTINUE 2.55 MILES TO CURVE AND
 BG4137'STATION SITE.
 BG4137'
 BG4137'REFERENCE MARK NO. 1 IS SW OF STATION, 8 PACES SE OF TELEPHONE POLE
 BG4137'NO. 318, 17 PACES SE OF CENTER LINE OF 31, STAMPED AGS NO. 416 1938
 BG4137'NO. 1, AND PROJECTS ABOUT 12 INCHES.  REFERENCE MARK NO. 2 IS
 BG4137'LOCATED NNW OF STATION, 20 PACES NW OF CENTER LINE OF 31, AND 6
 BG4137'PACES NW OF EDGE OF DITCH.
 BG4137'
 BG4137'AZIMUTH MARK (415 ALGS) IS 0.35 MILE WSW OF STATION, 42.8 FEET NW OF
 BG4137'CENTER LINE OF 31, 111.7 FEET NNW OF TELEPHONE POLE NO. 325 78 PACES
 BG4137'NE OF T-ROAD NW, 30 PACES NE OF GUY POLE TO POLE NO. 325 AND ON
 BG4137'OPPOSITE SIDE OF ROAD, A 10-INCH CONCRETE CYLINDER AND NOW STAMPED
 BG4137'AZM. USC AND GS - 1938, AND PROJECTS ABOUT 10 INCHES.
 BG4137'
 BG4137'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 BG4137
 BG4137                          STATION RECOVERY (1953)
 BG4137
 BG4137'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (EBL)
 BG4137'THE STATION WAS VISITED AND THE STATION MARK WAS FOUND LYING ON THE
 BG4137'TOP OF THE GROUND.  THE AZIMUTH MARK WAS FOUND DESTROYED.  REFERENCE
 BG4137'MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.  AFTER CONSIDERABLE
 BG4137'DIGGING THE LOWER PORTION OF THE MARK WAS FOUND.  NO UNDERGROUND
 BG4137'MARK WAS FOUND.  THE STATION WAS NOT RELOCATED BUT THE BROKEN OFF
 BG4137'PORTION OF THE MARK WAS SET BACK IN ITS ORIGINAL POSITION, THE
 BG4137'DISTANCES MEASURED FROM THE REFERENCE MARKS 1 AND 2, AND A
 BG4137'CROSS CHISELED IN THE TOP OF THE BROKEN OFF PORTION OF THE MARK,
 BG4137'WHICH IS ABOUT 20 IN.  BELOW THE SURFACE OF THE GROUND.
 BG4137'
 BG4137'REFERENCE MARK 2 WAS DESTROYED BY THE REQUEST OF THE ALABAMA STATE
 BG4137'HIGHWAY DEPARTMENT.
 BG4137'
 BG4137'REFERENCE MARK 1 WAS LEFT INTACT SO THAT THE POSITION OF THE STATION
 BG4137'MAY BE TRANSFERRED TO IT IF SO DESIRED.  IT IS ABOUT THE SAME
 BG4137'ELEVATION AS THE STATION, AND THE MEASUREMENT IS BELIEVED TO BE
 BG4137'ACCURATE.  NO NEW REFERENCE MARKS WERE ESTABLISHED.  THE AZIMUTH
 BG4137'MARK WAS NOT RESET.
 BG4137'
 BG4137'A DESCRIPTION OF THE REMAINING PORTION OF THE STATION MARK AND
 BG4137'REFERENCE MARK 1 FOLLOWS.
 BG4137'
 BG4137'THE STATION IS LOCATED 8.3 MI. NE OF THE COURTHOUSE IN BAY MINETTE ON
 BG4137'THE SE SIDE OF U.S. HIGHWAY 31, DIRECTLY IN FRONT OF A SMALL WHITE
 BG4137'FRAME CHURCH, 19 FT. W-NW OF THE NW CORNER OF THE CHURCH, 33.3 FEET
 BG4137'NW OF THE SW CORNER OF THE CHURCH, 106 FT. N-NE OF POWER LINE POLE
 BG4137'318, 104 FT. S OF POWER LINE POLE 317, AND 18 FT. NW OF THE NW
 BG4137'CORNER OF THE CONCRETE PORCH OF THE CHURCH.  IT IS A CONCRETE POST
 BG4137'WITH A CHISELED CROSS IN THE CENTER, 20 IN. UNDER THE SURFACE
 BG4137'OF THE GROUND.
 BG4137'
 BG4137'REFERENCE MARK 1 IS 110.04 FT. SW OF THE STATION, 8 PACES SE OF POWER
 BG4137'LINE POLE 318, AND 28 PACES SW OF THE SW CORNER OF THE CHURCH.  IT
 BG4137'IS A STANDARD REFERENCE-MARK DISK, STAMPED AGS 416 NO 1 1938 AND SET
 BG4137'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 10 IN. ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0460 ***********************************************************************
 DH0460  DESIGNATION -  418
 DH0460  PID         -  DH0460
 DH0460  STATE/COUNTY-  AL/TALLADEGA
 DH0460  USGS QUAD   -  CHILDERSBURG (1972)
 DH0460
 DH0460                         *CURRENT SURVEY CONTROL
 DH0460  ___________________________________________________________________
 DH0460* NAD 83(1986)-  33 16 44.     (N)    086 21 22.     (W)     SCALED    
 DH0460* NAVD 88     -       127.606  (meters)     418.65   (feet)  ADJUSTED  
 DH0460  ___________________________________________________________________
 DH0460  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0460  DYNAMIC HT  -         127.465 (meters)     418.19  (feet)  COMP
 DH0460  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 DH0460
 DH0460  VERT ORDER  -  SECOND    CLASS 0
 DH0460
 DH0460.The horizontal coordinates were scaled from a topographic map and have
 DH0460.an estimated accuracy of +/- 6 seconds.
 DH0460
 DH0460.The orthometric height was determined by differential leveling
 DH0460.and adjusted by the National Geodetic Survey in June 1991..
 DH0460
 DH0460.The geoid height was determined by GEOID03.
 DH0460
 DH0460.The dynamic height is computed by dividing the NAVD 88
 DH0460.geopotential number by the normal gravity value computed on the
 DH0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0460.degrees latitude (g = 980.6199 gals.).
 DH0460
 DH0460.The modeled gravity was interpolated from observed gravity values.
 DH0460
 DH0460;                    North         East    Units  Estimated Accuracy
 DH0460;SPC AL E     -   308,250.      151,300.      MT  (+/- 180 meters Scaled)
 DH0460
 DH0460                          SUPERSEDED SURVEY CONTROL
 DH0460
 DH0460  NGVD 29 (??/??/92)  127.568  (m)          418.53   (f) ADJ UNCH    2 0
 DH0460
 DH0460.Superseded values are not recommended for survey control.
 DH0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0460.See file dsdata.txt to determine how the superseded data were derived.
 DH0460
 DH0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB599823(NAD 83)
 DH0460_MARKER: DD = SURVEY DISK
 DH0460_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0460_SP_SET: WALL
 DH0460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0460
 DH0460  HISTORY     - Date     Condition        Report By
 DH0460  HISTORY     - UNK      MONUMENTED       USGS
 DH0460  HISTORY     - 1934     GOOD             NGS
 DH0460  HISTORY     - 1950     GOOD             NGS
 DH0460
 DH0460                          STATION DESCRIPTION
 DH0460
 DH0460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DH0460'IN CHILDERSBURG.
 DH0460'IN SOUTH WALL OF FARMERS UNION WAREHOUSE, 12 INCHES EAST OF SOUTHWEST
 DH0460'CORNER OF WAREHOUSE, SET VERTICALLY 3 FEET ABOVE THE GROUND.
 DH0460
 DH0460                          STATION RECOVERY (1950)
 DH0460
 DH0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DH0460'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0694 ***********************************************************************
 EF0694  DESIGNATION -  42
 EF0694  PID         -  EF0694
 EF0694  STATE/COUNTY-  AL/MADISON
 EF0694  USGS QUAD   -  FARLEY (1982)
 EF0694
 EF0694                         *CURRENT SURVEY CONTROL
 EF0694  ___________________________________________________________________
 EF0694* NAD 83(1986)-  34 34 50.     (N)    086 34 18.     (W)     SCALED    
 EF0694* NAVD 88     -       173.611  (meters)     569.59   (feet)  ADJUSTED  
 EF0694  ___________________________________________________________________
 EF0694  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EF0694  DYNAMIC HT  -         173.434 (meters)     569.01  (feet)  COMP
 EF0694  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 EF0694
 EF0694  VERT ORDER  -  FIRST     CLASS II
 EF0694
 EF0694.The horizontal coordinates were scaled from a topographic map and have
 EF0694.an estimated accuracy of +/- 6 seconds.
 EF0694
 EF0694.The orthometric height was determined by differential leveling
 EF0694.and adjusted by the National Geodetic Survey in June 1991..
 EF0694
 EF0694.The geoid height was determined by GEOID03.
 EF0694
 EF0694.The dynamic height is computed by dividing the NAVD 88
 EF0694.geopotential number by the normal gravity value computed on the
 EF0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0694.degrees latitude (g = 980.6199 gals.).
 EF0694
 EF0694.The modeled gravity was interpolated from observed gravity values.
 EF0694
 EF0694;                    North         East    Units  Estimated Accuracy
 EF0694;SPC AL E     -   452,750.      132,260.      MT  (+/- 180 meters Scaled)
 EF0694
 EF0694                          SUPERSEDED SURVEY CONTROL
 EF0694
 EF0694  NGVD 29 (??/??/92)  173.582  (m)          569.49   (f) ADJ UNCH    1 2
 EF0694
 EF0694.Superseded values are not recommended for survey control.
 EF0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0694.See file dsdata.txt to determine how the superseded data were derived.
 EF0694
 EF0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED392266(NAD 83)
 EF0694_MARKER: DD = SURVEY DISK
 EF0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0694+STABILITY: SURFACE MOTION
 EF0694
 EF0694  HISTORY     - Date     Condition        Report By
 EF0694  HISTORY     - UNK      MONUMENTED       USE
 EF0694  HISTORY     - 1933     GOOD             NGS
 EF0694  HISTORY     - 1934     GOOD             NGS
 EF0694
 EF0694                          STATION DESCRIPTION
 EF0694
 EF0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0694'25.5 MI NW FROM GUNTERSVILLE.
 EF0694'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 131 1/2,
 EF0694'AT BURDIN BAR DAM SITE.  950 FEET UPSTREAM FROM AXIS ON CREST OF BANK
 EF0694'AT FENCE LINE.  5 FEET N. OF CLUSTER OF 4 HACKBERRY TREES.  MARKED
 EF0694'WITH BLAZE.
 EF0694
 EF0694                          STATION RECOVERY (1934)
 EF0694
 EF0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF0694'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1771 ***********************************************************************
 EF1771  DESIGNATION -  42 1
 EF1771  PID         -  EF1771
 EF1771  STATE/COUNTY-  AL/LIMESTONE
 EF1771  USGS QUAD   -  RIPLEY (1988)
 EF1771
 EF1771                         *CURRENT SURVEY CONTROL
 EF1771  ___________________________________________________________________
 EF1771* NAD 83(1992)-  34 49 41.35067(N)    087 03 54.62119(W)     ADJUSTED  
 EF1771* NAVD 88     -       224.8    (meters)     738.     (feet)  VERTCON   
 EF1771  ___________________________________________________________________
 EF1771  X           -     268,364.850 (meters)                     COMP
 EF1771  Y           -  -5,234,625.724 (meters)                     COMP
 EF1771  Z           -   3,622,346.488 (meters)                     COMP
 EF1771  LAPLACE CORR-          -2.81  (seconds)                    DEFLEC99
 EF1771  ELLIP HEIGHT-         197.35  (meters)          (07/29/02) GPS OBS
 EF1771  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EF1771
 EF1771  HORZ ORDER  -  FIRST
 EF1771  ELLP ORDER  -  FOURTH    CLASS I
 EF1771
 EF1771.The horizontal coordinates were established by GPS observations
 EF1771.and adjusted by the National Geodetic Survey in December 1992..
 EF1771
 EF1771.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1771
 EF1771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1771
 EF1771.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1771
 EF1771.The ellipsoidal height was determined by GPS observations
 EF1771.and is referenced to NAD 83.
 EF1771
 EF1771.The geoid height was determined by GEOID03.
 EF1771
 EF1771;                    North         East     Units Scale Factor Converg.
 EF1771;SPC AL W     -   535,465.470   639,774.893   MT  0.99995283   +0 14 54.0
 EF1771;UTM  16      - 3,853,988.087   494,040.490   MT  0.99960044   -0 02 14.0
 EF1771
 EF1771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1771!SPC AL W     -   0.99996902  x   0.99995283  =   0.99992185
 EF1771!UTM  16      -   0.99996902  x   0.99960044  =   0.99956948
 EF1771
 EF1771:                Primary Azimuth Mark                     Grid Az
 EF1771:SPC AL W     -  42 2                                     089 27 26.6
 EF1771:UTM  16      -  42 2                                     089 44 34.6
 EF1771
 EF1771|---------------------------------------------------------------------|
 EF1771| PID    Reference Object                     Distance      Geod. Az  |
 EF1771|                                                           dddmmss.s |
 EF1771| EF1772 42 2                                441.379 METERS 0894220.6 |
 EF1771|---------------------------------------------------------------------|
 EF1771
 EF1771                          SUPERSEDED SURVEY CONTROL
 EF1771
 EF1771  ELLIP H (12/04/92)  197.43   (m)                       GP(       ) 4 1
 EF1771  NAD 83(1992)-  34 49 41.35539(N)    087 03 54.61811(W) AD(       ) 1
 EF1771  NGVD 29 (12/04/92)  224.8    (m)          738.     (f) GPS OBS        
 EF1771
 EF1771.Superseded values are not recommended for survey control.
 EF1771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1771.See file dsdata.txt to determine how the superseded data were derived.
 EF1771
 EF1771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9404053988(NAD 83)
 EF1771_MARKER: DD = SURVEY DISK
 EF1771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1771_SP_SET: CONCRETE POST
 EF1771_STAMPING: 42-1 1991
 EF1771_MARK LOGO: ALHD  
 EF1771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1771+STABILITY: SURFACE MOTION
 EF1771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1771+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 EF1771
 EF1771  HISTORY     - Date     Condition        Report By
 EF1771  HISTORY     - 1991     MONUMENTED       ALHD
 EF1771  HISTORY     - 19920130 GOOD
 EF1771
 EF1771                          STATION DESCRIPTION
 EF1771
 EF1771'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1771'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE SOUTH RIGHT OF WAY
 EF1771'OF A PAVED COUNTY ROAD, ABOUT 5.55 MI (8.93 KM) WEST-NORTHWEST OF
 EF1771'ATHENS AND ABOUT 8.70 MI (14.00 KM) SOUTHWEST OF ELKMONT.
 EF1771'TO REACH THE STATION FROM EXIT 351 ON I-65 (MILE POST 77.10 ON U.S.
 EF1771'72) IN ATHENS, DRIVE WEST ON U.S. 72 FOR 6.60 MI (10.62 KM) TO MILE
 EF1771'POST 70.50 AND LIMESTONE COUNTY ROAD NO. 43 ON THE RIGHT, TURN RIGHT
 EF1771'ON LIMESTONE COUNTY ROAD NO. 43 AND DRIVE NORTH FOR 2.10 MI
 EF1771'(3.38 KM) TO A PAVED CROSS ROAD AND A STOP SIGN WITH LIMESTONE COUNTY
 EF1771'ROAD NO. 48 LEFT AND RIGHT, CONTINUE NORTH ON LIMESTONE COUNTY ROAD
 EF1771'NO. 43 FOR 0.45 MI (0.72 KM) TO SMITH GOVER ROAD ON THE LEFT, TURN
 EF1771'LEFT ON THE SMITH GOVER ROAD AND DRIVE WEST FOR 0.65 MI (1.05 KM) TO
 EF1771'THE STATION ON THE LEFT.
 EF1771'THE STATION IS 6.0 FT (1.8 M) NORTHWEST OF A STEEL LOT CORNER POST,
 EF1771'6.5 FT (2.0 M) NORTH-NORTHWEST OF A WATER METER BOX, 9.3 FT (2.8 M)
 EF1771'NORTHWEST OF A WATER METER BOX, 26.0 FT (7.9 M) SOUTH OF THE CENTER OF
 EF1771'SMITH GOVER ROAD, 41.0 FT (12.5 M) EAST OF THE CENTER OF A GRAVEL
 EF1771'DRIVEWAY, 58.8 FT (17.9 M) SOUTH-SOUTHEAST OF AN EIGHT-INCH FENCE
 EF1771'CORNER POST ACROSS THE ROAD, 59.8 FT (18.2 M) EAST OF TRANSFORMER
 EF1771'POWER POLE NO. 12, 68.9 FT (21.0 M) SOUTHEAST OF TELEPHONE CABLE
 EF1771'PEDESTAL NO. SG 12 ACROSS THE ROAD, AND SET FLUSH WITH THE GROUND.
 EF1771'STATION 42-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1771'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT,
 EF1771'MR. GERALD CLAUNCH
 EF1771'ROUTE 8, BOX 218 - 3
 EF1771'ATHENS, ALABAMA 35611
 EF1771'PHONE 205-233-8656.
 EF1771
 EF1771                          STATION RECOVERY (1992)
 EF1771
 EF1771'RECOVERED 1992
 EF1771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7828 ***********************************************************************
 AA7828  DESIGNATION -  42 10
 AA7828  PID         -  AA7828
 AA7828  STATE/COUNTY-  AL/LIMESTONE
 AA7828  USGS QUAD   -  RIPLEY (1988)
 AA7828
 AA7828                         *CURRENT SURVEY CONTROL
 AA7828  ___________________________________________________________________
 AA7828* NAD 83(1992)-  34 46 31.26172(N)    087 03 16.18429(W)     ADJUSTED  
 AA7828* NAVD 88     -       208.1    (meters)     683.     (feet)  VERTCON   
 AA7828  ___________________________________________________________________
 AA7828  X           -     269,511.404 (meters)                     COMP
 AA7828  Y           -  -5,237,900.919 (meters)                     COMP
 AA7828  Z           -   3,617,526.878 (meters)                     COMP
 AA7828  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AA7828  ELLIP HEIGHT-         180.73  (meters)          (07/29/02) GPS OBS
 AA7828  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7828
 AA7828  HORZ ORDER  -  FIRST
 AA7828  ELLP ORDER  -  FOURTH    CLASS I
 AA7828
 AA7828.The horizontal coordinates were established by GPS observations
 AA7828.and adjusted by the National Geodetic Survey in August 1995..
 AA7828
 AA7828.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7828.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7828
 AA7828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7828
 AA7828.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7828
 AA7828.The ellipsoidal height was determined by GPS observations
 AA7828.and is referenced to NAD 83.
 AA7828
 AA7828.The geoid height was determined by GEOID03.
 AA7828
 AA7828;                    North         East     Units Scale Factor Converg.
 AA7828;SPC AL W     -   529,612.337   640,777.542   MT  0.99995382   +0 15 14.8
 AA7828;UTM  16      - 3,848,132.100   495,013.630   MT  0.99960031   -0 01 51.9
 AA7828
 AA7828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7828!SPC AL W     -   0.99997163  x   0.99995382  =   0.99992545
 AA7828!UTM  16      -   0.99997163  x   0.99960031  =   0.99957195
 AA7828
 AA7828:                Primary Azimuth Mark                     Grid Az
 AA7828:SPC AL W     -  42 9                                     179 07 45.7
 AA7828:UTM  16      -  42 9                                     179 24 52.4
 AA7828
 AA7828|---------------------------------------------------------------------|
 AA7828| PID    Reference Object                     Distance      Geod. Az  |
 AA7828|                                                           dddmmss.s |
 AA7828| AA7827 42 9                                APPROX. 0.5 KM 1792300.5 |
 AA7828|---------------------------------------------------------------------|
 AA7828
 AA7828                          SUPERSEDED SURVEY CONTROL
 AA7828
 AA7828  ELLIP H (10/10/95)  180.79   (m)                       GP(       ) 4 2
 AA7828  NGVD 29 (08/31/95)  208.0    (m)          682.     (f) GPS OBS        
 AA7828
 AA7828.Superseded values are not recommended for survey control.
 AA7828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7828.See file dsdata.txt to determine how the superseded data were derived.
 AA7828
 AA7828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9501448132(NAD 83)
 AA7828_MARKER: DD = SURVEY DISK
 AA7828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7828_STAMPING: 42-10 1994
 AA7828_MARK LOGO: ALHD  
 AA7828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7828+STABILITY: SURFACE MOTION
 AA7828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7828+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7828
 AA7828  HISTORY     - Date     Condition        Report By
 AA7828  HISTORY     - 1994     MONUMENTED       ALHD
 AA7828  HISTORY     - 20050106 GOOD             ALHD
 AA7828
 AA7828                          STATION DESCRIPTION
 AA7828
 AA7828'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7828'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7828'BLACKBURN ROAD, ABOUT 4.20 MI (6.76 KM) EAST-SOUTHEAST OF POPLAR CREEK
 AA7828'AND ABOUT 5.05 MI (8.13 KM) WEST-SOUTHWEST OF ATHENS.
 AA7828' 
 AA7828'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7828'76.00 ON U.S. 72 AND MILE POST 373.15 ON U.S. 31) IN ATHENS, DRIVE
 AA7828'WEST ON U.S. 72 FOR 5.45 MI (8.77 KM) TO MILE POST 70.55 AND BLACKBURN
 AA7828'ROAD ON THE LEFT, TURN LEFT ON BLACKBURN ROAD AND DRIVE SOUTH FOR 1.15
 AA7828'MI (1.85 KM) TO THE STATION ON THE RIGHT.
 AA7828' 
 AA7828'THE STATION IS 3.0 FT (0.9 M) EAST OF A ONE STRAND ELECTRIC FENCE ON
 AA7828'RED TOP, GREY POSTS, 25.0 FT (7.6 M) SOUTH-SOUTHEAST OF THE NORTHEAST
 AA7828'CORNER OF THE FENCE, 25.5 FT (7.8 M) WEST OF THE CENTER OF BLACKBURN
 AA7828'ROAD, 32.7 FT (10.0 M) SOUTH OF THE CENTER OF A CONCRETE WATER METER
 AA7828'BOX, 46.0 FT (14.0 M) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY, 51.5
 AA7828'FT (15.7 M) WEST OF TELEPHONE CABLE PEDESTAL NO. P 69 S 11 ACROSS THE
 AA7828'ROAD, 55.7 FT (17.0 M) SOUTH OF A CONCRETE RIGHT OF WAY MARKER, 2.3 FT
 AA7828'(0.7 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7828'GROUND.
 AA7828' 
 AA7828'STATION 42-9 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7828
 AA7828                          STATION RECOVERY (2005)
 AA7828
 AA7828'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7829 ***********************************************************************
 AA7829  DESIGNATION -  42 11
 AA7829  PID         -  AA7829
 AA7829  STATE/COUNTY-  AL/LIMESTONE
 AA7829  USGS QUAD   -  JONES CROSSROADS (1976)
 AA7829
 AA7829                         *CURRENT SURVEY CONTROL
 AA7829  ___________________________________________________________________
 AA7829* NAD 83(1992)-  34 41 35.61387(N)    087 04 21.13412(W)     ADJUSTED  
 AA7829* NAVD 88     -       172.8    (meters)     567.     (feet)  VERTCON   
 AA7829  ___________________________________________________________________
 AA7829  X           -     268,125.689 (meters)                     COMP
 AA7829  Y           -  -5,243,140.921 (meters)                     COMP
 AA7829  Z           -   3,610,019.574 (meters)                     COMP
 AA7829  LAPLACE CORR-          -3.55  (seconds)                    DEFLEC99
 AA7829  ELLIP HEIGHT-         145.54  (meters)          (07/29/02) GPS OBS
 AA7829  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA7829
 AA7829  HORZ ORDER  -  FIRST
 AA7829  ELLP ORDER  -  FOURTH    CLASS I
 AA7829
 AA7829.The horizontal coordinates were established by GPS observations
 AA7829.and adjusted by the National Geodetic Survey in August 1995..
 AA7829
 AA7829.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7829.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7829
 AA7829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7829
 AA7829.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7829
 AA7829.The ellipsoidal height was determined by GPS observations
 AA7829.and is referenced to NAD 83.
 AA7829
 AA7829.The geoid height was determined by GEOID03.
 AA7829
 AA7829;                    North         East     Units Scale Factor Converg.
 AA7829;SPC AL W     -   520,495.149   639,164.887   MT  0.99995223   +0 14 35.9
 AA7829;UTM  16      - 3,839,026.256   493,356.246   MT  0.99960054   -0 02 28.6
 AA7829
 AA7829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7829!SPC AL W     -   0.99997715  x   0.99995223  =   0.99992939
 AA7829!UTM  16      -   0.99997715  x   0.99960054  =   0.99957770
 AA7829
 AA7829:                Primary Azimuth Mark                     Grid Az
 AA7829:SPC AL W     -  42 12                                    001 18 52.5
 AA7829:UTM  16      -  42 12                                    001 35 57.0
 AA7829
 AA7829|---------------------------------------------------------------------|
 AA7829| PID    Reference Object                     Distance      Geod. Az  |
 AA7829|                                                           dddmmss.s |
 AA7829| AA7830 42 12                               APPROX. 0.5 KM 0013328.4 |
 AA7829|---------------------------------------------------------------------|
 AA7829
 AA7829                          SUPERSEDED SURVEY CONTROL
 AA7829
 AA7829  ELLIP H (10/10/95)  145.60   (m)                       GP(       ) 4 2
 AA7829  NGVD 29 (08/31/95)  172.8    (m)          567.     (f) GPS OBS        
 AA7829
 AA7829.Superseded values are not recommended for survey control.
 AA7829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7829.See file dsdata.txt to determine how the superseded data were derived.
 AA7829
 AA7829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9335639026(NAD 83)
 AA7829_MARKER: DD = SURVEY DISK
 AA7829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7829_STAMPING: 42-11 1994
 AA7829_MARK LOGO: ALHD  
 AA7829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7829+STABILITY: SURFACE MOTION
 AA7829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7829+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7829
 AA7829  HISTORY     - Date     Condition        Report By
 AA7829  HISTORY     - 1994     MONUMENTED       ALHD
 AA7829  HISTORY     - 20050106 GOOD             ALHD
 AA7829
 AA7829                          STATION DESCRIPTION
 AA7829
 AA7829'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7829'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7829'COWFORD ROAD, ABOUT 7.10 MI (11.43 KM) SOUTHEAST OF POPLAR CREEK AND
 AA7829'ABOUT 9.45 MI (15.21 KM) SOUTHWEST OF ATHENS.
 AA7829' 
 AA7829'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7829'373.15 ON U.S. 31 AND MILE POST 76.00 ON U.S. 72) IN ATHENS, DRIVE
 AA7829'SOUTH ON U.S. 31 FOR 4.80 MI (7.72 KM) TO MILE POST 368.35 AND NUCLEAR
 AA7829'PLANT ROAD ON THE RIGHT, TURN RIGHT ON NUCLEAR PLANT ROAD AND DRIVE
 AA7829'WEST FOR 2.65 MI (4.26 KM) TO LUCAS FERRY ROAD LEFT AND RIGHT AT A
 AA7829'FOUR WAY STOP, CONTINUE WEST ON NUCLEAR PLANT ROAD FOR 4.25 MI (6.84
 AA7829'KM) TO COWFORD ROAD LEFT AND RIGHT, TURN LEFT ON COWFORD ROAD AND
 AA7829'DRIVE SOUTH FOR 1.50 MI (2.41 KM) TO THE STATION ON THE RIGHT.
 AA7829' 
 AA7829'THE STATION IS 23.5 FT (7.2 M) WEST OF THE CENTER OF COWFORD ROAD,
 AA7829'43.0 FT (13.1 M) SOUTH-SOUTHWEST OF THE WEST END OF A TWENTYFOUR-INCH
 AA7829'CONCRETE PIPE UNDER THE ROAD, 116.6 FT (35.5 M) NORTHWEST OF POWER AND
 AA7829'CABLE POLE NO. 53 ACROSS THE ROAD, 119.7 FT (36.5 M) SOUTH-SOUTHWEST
 AA7829'OF POWER AND CABLE POLE NO. 52 ACROSS THE ROAD, 141.9 FT (43.3 M)
 AA7829'NORTH OF A TWENTYFOUR-INCH CEDAR TREE, 2.3 FT (0.7 M) EAST OF A
 AA7829'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7829' 
 AA7829'STATION 42-12 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7829
 AA7829                          STATION RECOVERY (2005)
 AA7829
 AA7829'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7829'MARK IS IN POOR CONDITION FROM HEAVY EQUIPMENT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7830 ***********************************************************************
 AA7830  DESIGNATION -  42 12
 AA7830  PID         -  AA7830
 AA7830  STATE/COUNTY-  AL/LIMESTONE
 AA7830  USGS QUAD   -  JONES CROSSROADS (1976)
 AA7830
 AA7830                         *CURRENT SURVEY CONTROL
 AA7830  ___________________________________________________________________
 AA7830* NAD 83(1992)-  34 41 52.47639(N)    087 04 20.57884(W)     ADJUSTED  
 AA7830* NAVD 88     -       183.1    (meters)     601.     (feet)  VERTCON   
 AA7830  ___________________________________________________________________
 AA7830  X           -     268,125.126 (meters)                     COMP
 AA7830  Y           -  -5,242,853.184 (meters)                     COMP
 AA7830  Z           -   3,610,452.623 (meters)                     COMP
 AA7830  LAPLACE CORR-          -3.52  (seconds)                    DEFLEC99
 AA7830  ELLIP HEIGHT-         155.75  (meters)          (07/29/02) GPS OBS
 AA7830  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA7830
 AA7830  HORZ ORDER  -  FIRST
 AA7830  ELLP ORDER  -  FOURTH    CLASS I
 AA7830
 AA7830.The horizontal coordinates were established by GPS observations
 AA7830.and adjusted by the National Geodetic Survey in August 1995..
 AA7830
 AA7830.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7830.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7830
 AA7830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7830
 AA7830.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7830
 AA7830.The ellipsoidal height was determined by GPS observations
 AA7830.and is referenced to NAD 83.
 AA7830
 AA7830.The geoid height was determined by GEOID03.
 AA7830
 AA7830;                    North         East     Units Scale Factor Converg.
 AA7830;SPC AL W     -   521,014.803   639,176.811   MT  0.99995224   +0 14 36.3
 AA7830;UTM  16      - 3,839,545.662   493,370.747   MT  0.99960054   -0 02 28.3
 AA7830
 AA7830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7830!SPC AL W     -   0.99997555  x   0.99995224  =   0.99992779
 AA7830!UTM  16      -   0.99997555  x   0.99960054  =   0.99957610
 AA7830
 AA7830:                Primary Azimuth Mark                     Grid Az
 AA7830:SPC AL W     -  42 11                                    181 18 52.4
 AA7830:UTM  16      -  42 11                                    181 35 57.0
 AA7830
 AA7830|---------------------------------------------------------------------|
 AA7830| PID    Reference Object                     Distance      Geod. Az  |
 AA7830|                                                           dddmmss.s |
 AA7830| AA7829 42 11                               APPROX. 0.5 KM 1813328.7 |
 AA7830|---------------------------------------------------------------------|
 AA7830
 AA7830                          SUPERSEDED SURVEY CONTROL
 AA7830
 AA7830  ELLIP H (10/10/95)  155.81   (m)                       GP(       ) 4 2
 AA7830  NGVD 29 (08/31/95)  183.0    (m)          600.     (f) GPS OBS        
 AA7830
 AA7830.Superseded values are not recommended for survey control.
 AA7830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7830.See file dsdata.txt to determine how the superseded data were derived.
 AA7830
 AA7830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9337139546(NAD 83)
 AA7830_MARKER: DD = SURVEY DISK
 AA7830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7830_STAMPING: 42-12 1994
 AA7830_MARK LOGO: ALHD  
 AA7830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7830+STABILITY: SURFACE MOTION
 AA7830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7830+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7830
 AA7830  HISTORY     - Date     Condition        Report By
 AA7830  HISTORY     - 1994     MONUMENTED       ALHD
 AA7830  HISTORY     - 20050106 GOOD             ALHD
 AA7830
 AA7830                          STATION DESCRIPTION
 AA7830
 AA7830'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7830'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7830'COWFORD ROAD, ABOUT 7.30 MI (11.75 KM) SOUTHEAST OF POPLAR CREEK AND
 AA7830'ABOUT 9.10 MI (14.64 KM) SOUTHWEST OF ATHENS.
 AA7830' 
 AA7830'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7830'373.15 ON U.S. 31 AND MILE POST 76.00 ON U.S. 72) IN ATHENS, DRIVE
 AA7830'SOUTH ON U.S. 31 FOR 4.80 MI (7.72 KM) TO MILE POST 368.35 AND NUCLEAR
 AA7830'PLANT ROAD ON THE RIGHT, TURN RIGHT ON NUCLEAR PLANT ROAD AND DRIVE
 AA7830'WEST FOR 2.65 MI (4.26 KM) TO LUCAS FERRY ROAD LEFT AND RIGHT AT A
 AA7830'FOUR WAY STOP, CONTINUE WEST ON NUCLEAR PLANT ROAD FOR 4.25 MI (6.84
 AA7830'KM) TO COWFORD ROAD LEFT AND RIGHT, TURN LEFT ON COWFORD ROAD AND
 AA7830'DRIVE SOUTH FOR 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT.
 AA7830' 
 AA7830'THE STATION IS 24.5 FT (7.5 M) EAST OF THE CENTER OF COWFORD ROAD,
 AA7830'113.9 FT (34.7 M) NORTH OF POWER AND CABLE POLE NO. 45, 121.1 FT (36.9
 AA7830'M) SOUTH OF POWER AND CABLE POLE NO. 44, 2.4 FT (0.7 M) WEST OF A
 AA7830'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7830' 
 AA7830'STATION 42-11 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7830
 AA7830                          STATION RECOVERY (2005)
 AA7830
 AA7830'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7831 ***********************************************************************
 AA7831  DESIGNATION -  42 13
 AA7831  PID         -  AA7831
 AA7831  STATE/COUNTY-  AL/LIMESTONE
 AA7831  USGS QUAD   -  TANNER (1982)
 AA7831
 AA7831                         *CURRENT SURVEY CONTROL
 AA7831  ___________________________________________________________________
 AA7831* NAD 83(1992)-  34 40 55.95146(N)    086 56 59.57348(W)     ADJUSTED  
 AA7831* NAVD 88     -       179.7    (meters)     590.     (feet)  VERTCON   
 AA7831  ___________________________________________________________________
 AA7831  X           -     279,386.600 (meters)                     COMP
 AA7831  Y           -  -5,243,254.906 (meters)                     COMP
 AA7831  Z           -   3,609,018.310 (meters)                     COMP
 AA7831  LAPLACE CORR-          -4.65  (seconds)                    DEFLEC99
 AA7831  ELLIP HEIGHT-         152.11  (meters)          (07/29/02) GPS OBS
 AA7831  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA7831
 AA7831  HORZ ORDER  -  FIRST
 AA7831  ELLP ORDER  -  FOURTH    CLASS I
 AA7831
 AA7831.The horizontal coordinates were established by GPS observations
 AA7831.and adjusted by the National Geodetic Survey in August 1995..
 AA7831
 AA7831.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7831.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7831
 AA7831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7831
 AA7831.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7831
 AA7831.The ellipsoidal height was determined by GPS observations
 AA7831.and is referenced to NAD 83.
 AA7831
 AA7831.The geoid height was determined by GEOID03.
 AA7831
 AA7831;                    North         East     Units Scale Factor Converg.
 AA7831;SPC AL W     -   519,327.574   650,409.607   MT  0.99996464   +0 18 46.9
 AA7831;UTM  16      - 3,837,803.287   504,591.005   MT  0.99960026   +0 01 42.7
 AA7831
 AA7831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7831!SPC AL W     -   0.99997612  x   0.99996464  =   0.99994076
 AA7831!UTM  16      -   0.99997612  x   0.99960026  =   0.99957639
 AA7831
 AA7831                          SUPERSEDED SURVEY CONTROL
 AA7831
 AA7831  ELLIP H (10/10/95)  152.18   (m)                       GP(       ) 4 2
 AA7831  NGVD 29 (08/31/95)  179.7    (m)          590.     (f) GPS OBS        
 AA7831
 AA7831.Superseded values are not recommended for survey control.
 AA7831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7831.See file dsdata.txt to determine how the superseded data were derived.
 AA7831
 AA7831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0459137803(NAD 83)
 AA7831_MARKER: DD = SURVEY DISK
 AA7831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7831_STAMPING: 42-13 1994
 AA7831_MARK LOGO: ALHD  
 AA7831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7831+STABILITY: SURFACE MOTION
 AA7831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7831+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7831
 AA7831  HISTORY     - Date     Condition        Report By
 AA7831  HISTORY     - 1994     MONUMENTED       ALHD
 AA7831  HISTORY     - 20050106 GOOD             ALHD
 AA7831
 AA7831                          STATION DESCRIPTION
 AA7831
 AA7831'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7831'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7831'U.S. 31, ABOUT 5.45 MI (8.77 KM) NORTHWEST OF MOORESVILLE AND ABOUT
 AA7831'8.30 MI (13.36 KM) SOUTH OF ATHENS.
 AA7831' 
 AA7831'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7831'373.15 ON U.S. 31 AND MILE POST 76.00 ON U.S. 72) IN ATHENS, DRIVE
 AA7831'SOUTH ON U.S. 31 FOR 7.25 MI (11.67 KM) TO MILE POST 365.90 AND THE
 AA7831'STATION ON THE LEFT.
 AA7831' 
 AA7831'THE STATION IS 65.5 FT (20.0 M) EAST-NORTHEAST OF THE CENTERLINE OF
 AA7831'THE NORTH BOUND LANES OF U.S. 31, 93.3 FT (28.4 M) SOUTH-SOUTHEAST OF
 AA7831'A POWER POLE, 107.9 FT (32.9 M) NORTH-NORTHWEST OF A POWER POLE, 2.3
 AA7831'FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7831'GROUND.
 AA7831' 
 AA7831'STATION 42-14 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7831
 AA7831                          STATION RECOVERY (2005)
 AA7831
 AA7831'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7832 ***********************************************************************
 AA7832  DESIGNATION -  42 14
 AA7832  PID         -  AA7832
 AA7832  STATE/COUNTY-  AL/LIMESTONE
 AA7832  USGS QUAD   -  TANNER (1982)
 AA7832
 AA7832                         *CURRENT SURVEY CONTROL
 AA7832  ___________________________________________________________________
 AA7832* NAD 83(1992)-  34 41 30.68990(N)    086 57 18.87272(W)     ADJUSTED  
 AA7832* NAVD 88     -       178.2    (meters)     585.     (feet)  VERTCON   
 AA7832  ___________________________________________________________________
 AA7832  X           -     278,863.588 (meters)                     COMP
 AA7832  Y           -  -5,242,671.455 (meters)                     COMP
 AA7832  Z           -   3,609,897.710 (meters)                     COMP
 AA7832  LAPLACE CORR-          -4.58  (seconds)                    DEFLEC99
 AA7832  ELLIP HEIGHT-         150.63  (meters)          (07/29/02) GPS OBS
 AA7832  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AA7832
 AA7832  HORZ ORDER  -  FIRST
 AA7832  ELLP ORDER  -  FOURTH    CLASS I
 AA7832
 AA7832.The horizontal coordinates were established by GPS observations
 AA7832.and adjusted by the National Geodetic Survey in August 1995..
 AA7832
 AA7832.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7832.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7832
 AA7832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7832
 AA7832.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7832
 AA7832.The ellipsoidal height was determined by GPS observations
 AA7832.and is referenced to NAD 83.
 AA7832
 AA7832.The geoid height was determined by GEOID03.
 AA7832
 AA7832;                    North         East     Units Scale Factor Converg.
 AA7832;SPC AL W     -   520,395.322   649,912.569   MT  0.99996403   +0 18 36.2
 AA7832;UTM  16      - 3,838,873.101   504,099.455   MT  0.99960021   +0 01 31.7
 AA7832
 AA7832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7832!SPC AL W     -   0.99997636  x   0.99996403  =   0.99994039
 AA7832!UTM  16      -   0.99997636  x   0.99960021  =   0.99957658
 AA7832
 AA7832                          SUPERSEDED SURVEY CONTROL
 AA7832
 AA7832  ELLIP H (10/10/95)  150.69   (m)                       GP(       ) 4 2
 AA7832  NGVD 29 (08/31/95)  178.2    (m)          585.     (f) GPS OBS        
 AA7832
 AA7832.Superseded values are not recommended for survey control.
 AA7832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7832.See file dsdata.txt to determine how the superseded data were derived.
 AA7832
 AA7832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0409938873(NAD 83)
 AA7832_MARKER: DD = SURVEY DISK
 AA7832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7832_STAMPING: 42-14 1994
 AA7832_MARK LOGO: ALHD  
 AA7832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7832+STABILITY: SURFACE MOTION
 AA7832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7832+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7832
 AA7832  HISTORY     - Date     Condition        Report By
 AA7832  HISTORY     - 1994     MONUMENTED       ALHD
 AA7832  HISTORY     - 20050106 GOOD             ALHD
 AA7832
 AA7832                          STATION DESCRIPTION
 AA7832
 AA7832'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7832'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7832'U.S. 31, ABOUT 6.15 MI (9.90 KM) NORTHWEST OF MOORESVILLE AND ABOUT
 AA7832'7.65 MI (12.31 KM) SOUTH OF ATHENS.
 AA7832' 
 AA7832'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7832'373.15 ON U.S. 31 AND MILE POST 76.00 ON U.S. 72) IN ATHENS, DRIVE
 AA7832'SOUTH ON U.S. 31 FOR 6.50 MI (10.46 KM) TO MILE POST 366.65 AND THE
 AA7832'STATION ON THE RIGHT.
 AA7832' 
 AA7832'THE STATION IS 3.3 FT (1.0 M) SOUTH-SOUTHEAST OF A BURIED CABLE
 AA7832'WARNING SIGN, 36.7 FT (11.2 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AA7832'SOUTH BOUND LANES OF U.S. 31, 228.1 FT (69.5 M) NORTH-NORTHWEST OF A
 AA7832'GRAPHIC NARROW BRIDGE SIGN, 2.6 FT (0.8 M) EAST OF A CARSONITE WITNESS
 AA7832'POST, AND SET FLUSH WITH THE GROUND.
 AA7832' 
 AA7832'STATION 42-13 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7832
 AA7832                          STATION RECOVERY (2005)
 AA7832
 AA7832'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7832'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7833 ***********************************************************************
 AA7833  DESIGNATION -  42 15
 AA7833  PID         -  AA7833
 AA7833  STATE/COUNTY-  AL/LIMESTONE
 AA7833  USGS QUAD   -  MASON RIDGE (1973)
 AA7833
 AA7833                         *CURRENT SURVEY CONTROL
 AA7833  ___________________________________________________________________
 AA7833* NAD 83(1992)-  34 36 19.11213(N)    086 50 17.10570(W)     ADJUSTED  
 AA7833* NAVD 88     -       174.6    (meters)     573.     (feet)  VERTCON   
 AA7833  ___________________________________________________________________
 AA7833  X           -     289,884.043 (meters)                     COMP
 AA7833  Y           -  -5,247,537.481 (meters)                     COMP
 AA7833  Z           -   3,601,996.673 (meters)                     COMP
 AA7833  LAPLACE CORR-          -6.69  (seconds)                    DEFLEC99
 AA7833  ELLIP HEIGHT-         146.56  (meters)          (07/29/02) GPS OBS
 AA7833  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AA7833
 AA7833  HORZ ORDER  -  FIRST
 AA7833  ELLP ORDER  -  FOURTH    CLASS I
 AA7833
 AA7833.The horizontal coordinates were established by GPS observations
 AA7833.and adjusted by the National Geodetic Survey in August 1995..
 AA7833
 AA7833.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7833.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7833
 AA7833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7833
 AA7833.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7833
 AA7833.The ellipsoidal height was determined by GPS observations
 AA7833.and is referenced to NAD 83.
 AA7833
 AA7833.The geoid height was determined by GEOID03.
 AA7833
 AA7833;                    North         East     Units Scale Factor Converg.
 AA7833;SPC AL W     -   510,858.790   660,710.161   MT  0.99997875   +0 22 33.3
 AA7833;UTM  16      - 3,829,286.661   514,845.621   MT  0.99960272   +0 05 31.0
 AA7833
 AA7833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7833!SPC AL W     -   0.99997699  x   0.99997875  =   0.99995574
 AA7833!UTM  16      -   0.99997699  x   0.99960272  =   0.99957972
 AA7833
 AA7833:                Primary Azimuth Mark                     Grid Az
 AA7833:SPC AL W     -  42 16                                    090 23 14.2
 AA7833:UTM  16      -  42 16                                    090 40 16.5
 AA7833
 AA7833|---------------------------------------------------------------------|
 AA7833| PID    Reference Object                     Distance      Geod. Az  |
 AA7833|                                                           dddmmss.s |
 AA7833| AA7834 42 16                               APPROX. 0.5 KM 0904547.5 |
 AA7833|---------------------------------------------------------------------|
 AA7833
 AA7833                          SUPERSEDED SURVEY CONTROL
 AA7833
 AA7833  ELLIP H (10/10/95)  146.63   (m)                       GP(       ) 4 2
 AA7833  NGVD 29 (08/31/95)  174.6    (m)          573.     (f) GPS OBS        
 AA7833
 AA7833.Superseded values are not recommended for survey control.
 AA7833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7833.See file dsdata.txt to determine how the superseded data were derived.
 AA7833
 AA7833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1484629287(NAD 83)
 AA7833_MARKER: DD = SURVEY DISK
 AA7833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7833_STAMPING: 42-15 1994
 AA7833_MARK LOGO: ALHD  
 AA7833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7833+STABILITY: SURFACE MOTION
 AA7833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7833+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7833
 AA7833  HISTORY     - Date     Condition        Report By
 AA7833  HISTORY     - 1994     MONUMENTED       ALHD
 AA7833
 AA7833                          STATION DESCRIPTION
 AA7833
 AA7833'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7833'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE NORTH RIGHT OF WAY
 AA7833'OF SWANCOTT ROAD, ABOUT 2.80 MI (4.51 KM) SOUTHEAST OF MOORESVILLE AND
 AA7833'ABOUT 4.20 MI (6.76 KM) SOUTH-SOUTHEAST OF BELLE MINA.
 AA7833' 
 AA7833'TO REACH THE STATION FROM EXIT 3 ON I-565, DRIVE SOUTH ON GREENBRIER
 AA7833'ROAD FOR 2.20 MI (3.54 KM) TO A REVERSE Y-INTERSECTION WITH SWANCOTT
 AA7833'ROAD LEFT AND RIGHT, BEAR LEFT ON SWANCOTT ROAD AND DRIVE SOUTHEAST
 AA7833'AND EAST FOR 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT.
 AA7833' 
 AA7833'THE STATION IS 23.6 FT (7.2 M) NORTH OF THE CENTERLINE OF SWANCOTT
 AA7833'ROAD, 79.6 FT (24.3 M) NORTHEAST OF CABLE POLE NO. 1 ACROSS THE ROAD,
 AA7833'150.5 FT (45.9 M) EAST OF A BURIED CABLE WARNING SIGN, 157.4 FT (48.0
 AA7833'M) EAST OF TELEPHONE CABLE CABINET NO. SYS 29, 162.5 FT (49.5 M) EAST
 AA7833'OF TELEPHONE CABLE CABINET NO. SYS 4, 169.3 FT (51.6 M) EAST OF
 AA7833'TELEPHONE CABLE CABINET NO. SR 9, 170.0 FT (51.8 M) EAST OF A JUNCTION
 AA7833'POWER POLE, 200.0 FT (61.0 M) EAST-NORTHEAST OF THE CENTER OF THE
 AA7833'INTERSECTION OF SWANCOTT ROAD AND ROCKHOUSE ROAD, 2.3 FT (0.7 M) SOUTH
 AA7833'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7833' 
 AA7833'STATION 42-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7834 ***********************************************************************
 AA7834  DESIGNATION -  42 16
 AA7834  PID         -  AA7834
 AA7834  STATE/COUNTY-  AL/LIMESTONE
 AA7834  USGS QUAD   -  MASON RIDGE (1973)
 AA7834
 AA7834                         *CURRENT SURVEY CONTROL
 AA7834  ___________________________________________________________________
 AA7834* NAD 83(1992)-  34 36 18.89549(N)    086 49 57.47690(W)     ADJUSTED  
 AA7834* NAVD 88     -       177.1    (meters)     581.     (feet)  VERTCON   
 AA7834  ___________________________________________________________________
 AA7834  X           -     290,383.738 (meters)                     COMP
 AA7834  Y           -  -5,247,515.727 (meters)                     COMP
 AA7834  Z           -   3,601,992.609 (meters)                     COMP
 AA7834  LAPLACE CORR-          -6.67  (seconds)                    DEFLEC99
 AA7834  ELLIP HEIGHT-         149.08  (meters)          (07/29/02) GPS OBS
 AA7834  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA7834
 AA7834  HORZ ORDER  -  FIRST
 AA7834  ELLP ORDER  -  FOURTH    CLASS I
 AA7834
 AA7834.The horizontal coordinates were established by GPS observations
 AA7834.and adjusted by the National Geodetic Survey in August 1995..
 AA7834
 AA7834.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7834
 AA7834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7834
 AA7834.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7834
 AA7834.The ellipsoidal height was determined by GPS observations
 AA7834.and is referenced to NAD 83.
 AA7834
 AA7834.The geoid height was determined by GEOID03.
 AA7834
 AA7834;                    North         East     Units Scale Factor Converg.
 AA7834;SPC AL W     -   510,855.410   661,210.306   MT  0.99997950   +0 22 44.5
 AA7834;UTM  16      - 3,829,280.804   515,345.554   MT  0.99960290   +0 05 42.2
 AA7834
 AA7834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7834!SPC AL W     -   0.99997660  x   0.99997950  =   0.99995610
 AA7834!UTM  16      -   0.99997660  x   0.99960290  =   0.99957951
 AA7834
 AA7834:                Primary Azimuth Mark                     Grid Az
 AA7834:SPC AL W     -  42 15                                    270 23 14.2
 AA7834:UTM  16      -  42 15                                    270 40 16.5
 AA7834
 AA7834|---------------------------------------------------------------------|
 AA7834| PID    Reference Object                     Distance      Geod. Az  |
 AA7834|                                                           dddmmss.s |
 AA7834| AA7833 42 15                               APPROX. 0.5 KM 2704558.7 |
 AA7834|---------------------------------------------------------------------|
 AA7834
 AA7834                          SUPERSEDED SURVEY CONTROL
 AA7834
 AA7834  ELLIP H (10/10/95)  149.14   (m)                       GP(       ) 4 2
 AA7834  NGVD 29 (08/31/95)  177.1    (m)          581.     (f) GPS OBS        
 AA7834
 AA7834.Superseded values are not recommended for survey control.
 AA7834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7834.See file dsdata.txt to determine how the superseded data were derived.
 AA7834
 AA7834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1534629281(NAD 83)
 AA7834_MARKER: DD = SURVEY DISK
 AA7834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7834_STAMPING: 42-16 1994
 AA7834_MARK LOGO: ALHD  
 AA7834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7834+STABILITY: SURFACE MOTION
 AA7834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7834+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7834
 AA7834  HISTORY     - Date     Condition        Report By
 AA7834  HISTORY     - 1994     MONUMENTED       ALHD
 AA7834
 AA7834                          STATION DESCRIPTION
 AA7834
 AA7834'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7834'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE NORTH RIGHT OF WAY
 AA7834'OF SWANCOTT ROAD, ABOUT 3.10 MI (4.99 KM) SOUTHEAST OF MOORESVILLE AND
 AA7834'ABOUT 4.40 MI (7.08 KM) SOUTH-SOUTHEAST OF BELLE MINA.
 AA7834' 
 AA7834'TO REACH THE STATION FROM EXIT 3 ON I-565, DRIVE SOUTH ON GREENBRIER
 AA7834'ROAD FOR 2.20 MI (3.54 KM) TO A REVERSE Y-INTERSECTION WITH SWANCOTT
 AA7834'ROAD LEFT AND RIGHT, BEAR LEFT ON SWANCOTT ROAD AND DRIVE SOUTHEAST
 AA7834'AND EAST FOR 0.85 MI (1.37 KM) TO THE STATION ON THE LEFT.
 AA7834' 
 AA7834'THE STATION IS 24.0 FT (7.3 M) NORTH OF THE CENTERLINE OF SWANCOTT
 AA7834'ROAD, 71.6 FT (21.8 M) NORTHEAST OF CABLE POLE NO. 6 ACROSS THE ROAD,
 AA7834'83.8 FT (25.5 M) WEST OF A POWER POLE, 85.0 FT (25.9 M) WEST OF
 AA7834'TELEPHONE CABLE PEDESTAL NO. SR 17, 99.4 FT (30.3 M) WEST OF A BURIED
 AA7834'CABLE WARNING SIGN, 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST,
 AA7834'AND SET FLUSH WITH THE GROUND.
 AA7834' 
 AA7834'STATION 42-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7835 ***********************************************************************
 AA7835  DESIGNATION -  42 17
 AA7835  PID         -  AA7835
 AA7835  STATE/COUNTY-  AL/LIMESTONE
 AA7835  USGS QUAD   -  GREENBRIER (1992)
 AA7835
 AA7835                         *CURRENT SURVEY CONTROL
 AA7835  ___________________________________________________________________
 AA7835* NAD 83(1992)-  34 40 40.64314(N)    086 50 35.51585(W)     ADJUSTED  
 AA7835* NAVD 88     -       187.2    (meters)     614.     (feet)  VERTCON   
 AA7835  ___________________________________________________________________
 AA7835  X           -     289,163.965 (meters)                     COMP
 AA7835  Y           -  -5,242,999.458 (meters)                     COMP
 AA7835  Z           -   3,608,634.423 (meters)                     COMP
 AA7835  LAPLACE CORR-          -6.36  (seconds)                    DEFLEC99
 AA7835  ELLIP HEIGHT-         159.22  (meters)          (07/29/02) GPS OBS
 AA7835  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA7835
 AA7835  HORZ ORDER  -  FIRST
 AA7835  ELLP ORDER  -  FOURTH    CLASS I
 AA7835
 AA7835.The horizontal coordinates were established by GPS observations
 AA7835.and adjusted by the National Geodetic Survey in August 1995..
 AA7835
 AA7835.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7835.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7835
 AA7835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7835
 AA7835.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7835
 AA7835.The ellipsoidal height was determined by GPS observations
 AA7835.and is referenced to NAD 83.
 AA7835
 AA7835.The geoid height was determined by GEOID03.
 AA7835
 AA7835;                    North         East     Units Scale Factor Converg.
 AA7835;SPC AL W     -   518,914.456   660,188.594   MT  0.99997797   +0 22 25.3
 AA7835;UTM  16      - 3,837,341.788   514,364.204   MT  0.99960254   +0 05 21.2
 AA7835
 AA7835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7835!SPC AL W     -   0.99997501  x   0.99997797  =   0.99995298
 AA7835!UTM  16      -   0.99997501  x   0.99960254  =   0.99957756
 AA7835
 AA7835:                Primary Azimuth Mark                     Grid Az
 AA7835:SPC AL W     -  42 18                                    000 56 07.1
 AA7835:UTM  16      -  42 18                                    001 13 11.2
 AA7835
 AA7835|---------------------------------------------------------------------|
 AA7835| PID    Reference Object                     Distance      Geod. Az  |
 AA7835|                                                           dddmmss.s |
 AA7835| AA7836 42 18                               APPROX. 0.5 KM 0011832.4 |
 AA7835|---------------------------------------------------------------------|
 AA7835
 AA7835                          SUPERSEDED SURVEY CONTROL
 AA7835
 AA7835  ELLIP H (10/10/95)  159.29   (m)                       GP(       ) 4 2
 AA7835  NGVD 29 (08/31/95)  187.2    (m)          614.     (f) GPS OBS        
 AA7835
 AA7835.Superseded values are not recommended for survey control.
 AA7835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7835.See file dsdata.txt to determine how the superseded data were derived.
 AA7835
 AA7835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1436437342(NAD 83)
 AA7835_MARKER: DD = SURVEY DISK
 AA7835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7835_STAMPING: 42-17 1994
 AA7835_MARK LOGO: ALHD  
 AA7835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7835+STABILITY: SURFACE MOTION
 AA7835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7835+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7835
 AA7835  HISTORY     - Date     Condition        Report By
 AA7835  HISTORY     - 1994     MONUMENTED       ALHD
 AA7835  HISTORY     - 20050106 GOOD             ALHD
 AA7835
 AA7835                          STATION DESCRIPTION
 AA7835
 AA7835'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7835'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7835'POWELL ROAD, ABOUT 4.00 MI (6.44 KM) NORTH-NORTHEAST OF MOORESVILLE
 AA7835'AND ABOUT 11.20 MI (18.02 KM) SOUTH-SOUTHEAST OF ATHENS.
 AA7835' 
 AA7835'TO REACH THE STATION FROM EXIT 3 ON I-565, DRIVE NORTH ON GREENBRIER
 AA7835'ROAD FOR 2.10 MI (3.38 KM) TO OLD ALA 20 LEFT AND RIGHT, CONTINUE
 AA7835'NORTH ON POWELL ROAD FOR 0.50 MI (0.80 KM) TO THE STATION ON THE
 AA7835'RIGHT.
 AA7835' 
 AA7835'THE STATION IS 34.0 FT (10.4 M) SOUTH OF THE CENTER OF A FIELD ROAD,
 AA7835'35.5 FT (10.8 M) EAST OF THE CENTER OF POWELL ROAD, 86.0 FT (26.2 M)
 AA7835'NORTH OF A POWER POLE, 2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS
 AA7835'POST, AND SET FLUSH WITH THE GROUND.
 AA7835' 
 AA7835'STATION 42-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7835
 AA7835                          STATION RECOVERY (2005)
 AA7835
 AA7835'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7836 ***********************************************************************
 AA7836  DESIGNATION -  42 18
 AA7836  PID         -  AA7836
 AA7836  STATE/COUNTY-  AL/LIMESTONE
 AA7836  USGS QUAD   -  GREENBRIER (1992)
 AA7836
 AA7836                         *CURRENT SURVEY CONTROL
 AA7836  ___________________________________________________________________
 AA7836* NAD 83(1992)-  34 40 57.59958(N)    086 50 35.04681(W)     ADJUSTED  
 AA7836* NAVD 88     -       183.3    (meters)     601.     (feet)  VERTCON   
 AA7836  ___________________________________________________________________
 AA7836  X           -     289,159.337 (meters)                     COMP
 AA7836  Y           -  -5,242,698.732 (meters)                     COMP
 AA7836  Z           -   3,609,061.901 (meters)                     COMP
 AA7836  LAPLACE CORR-          -6.30  (seconds)                    DEFLEC99
 AA7836  ELLIP HEIGHT-         155.32  (meters)          (07/29/02) GPS OBS
 AA7836  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA7836
 AA7836  HORZ ORDER  -  FIRST
 AA7836  ELLP ORDER  -  FOURTH    CLASS I
 AA7836
 AA7836.The horizontal coordinates were established by GPS observations
 AA7836.and adjusted by the National Geodetic Survey in August 1995..
 AA7836
 AA7836.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7836
 AA7836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7836
 AA7836.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7836
 AA7836.The ellipsoidal height was determined by GPS observations
 AA7836.and is referenced to NAD 83.
 AA7836
 AA7836.The geoid height was determined by GEOID03.
 AA7836
 AA7836;                    North         East     Units Scale Factor Converg.
 AA7836;SPC AL W     -   519,437.028   660,197.125   MT  0.99997798   +0 22 25.8
 AA7836;UTM  16      - 3,837,864.114   514,375.325   MT  0.99960255   +0 05 21.5
 AA7836
 AA7836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7836!SPC AL W     -   0.99997562  x   0.99997798  =   0.99995360
 AA7836!UTM  16      -   0.99997562  x   0.99960255  =   0.99957818
 AA7836
 AA7836:                Primary Azimuth Mark                     Grid Az
 AA7836:SPC AL W     -  42 17                                    180 56 06.8
 AA7836:UTM  16      -  42 17                                    181 13 11.1
 AA7836
 AA7836|---------------------------------------------------------------------|
 AA7836| PID    Reference Object                     Distance      Geod. Az  |
 AA7836|                                                           dddmmss.s |
 AA7836| AA7835 42 17                               APPROX. 0.5 KM 1811832.6 |
 AA7836|---------------------------------------------------------------------|
 AA7836
 AA7836                          SUPERSEDED SURVEY CONTROL
 AA7836
 AA7836  ELLIP H (10/10/95)  155.38   (m)                       GP(       ) 4 2
 AA7836  NGVD 29 (08/31/95)  183.3    (m)          601.     (f) GPS OBS        
 AA7836
 AA7836.Superseded values are not recommended for survey control.
 AA7836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7836.See file dsdata.txt to determine how the superseded data were derived.
 AA7836
 AA7836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1437537864(NAD 83)
 AA7836_MARKER: DD = SURVEY DISK
 AA7836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7836_STAMPING: 42-18 1994
 AA7836_MARK LOGO: ALHD  
 AA7836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7836+STABILITY: SURFACE MOTION
 AA7836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7836+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7836
 AA7836  HISTORY     - Date     Condition        Report By
 AA7836  HISTORY     - 1994     MONUMENTED       ALHD
 AA7836  HISTORY     - 20050106 GOOD             ALHD
 AA7836
 AA7836                          STATION DESCRIPTION
 AA7836
 AA7836'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7836'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7836'POWELL ROAD, ABOUT 4.35 MI (7.00 KM) NORTH-NORTHEAST OF MOORESVILLE
 AA7836'AND ABOUT 10.95 MI (17.62 KM) SOUTH-SOUTHEAST OF ATHENS.
 AA7836' 
 AA7836'TO REACH THE STATION FROM EXIT 3 ON I-565, DRIVE NORTH ON GREENBRIER
 AA7836'ROAD FOR 2.10 MI (3.38 KM) TO OLD ALA 20 LEFT AND RIGHT, CONTINUE
 AA7836'NORTH ON POWELL ROAD FOR 0.85 MI (1.37 KM) TO THE STATION ON THE
 AA7836'RIGHT.
 AA7836' 
 AA7836'THE STATION IS 35.0 FT (10.7 M) EAST OF THE CENTER OF POWELL ROAD,
 AA7836'46.0 FT (14.0 M) SOUTH-SOUTHEAST OF THE SOUTH END OF A TWENTYFOUR-INCH
 AA7836'CONCRETE PIPE UNDER A FIELD ROAD, 54.0 FT (16.5 M) SOUTH OF THE CENTER
 AA7836'OF A FIELD ROAD, 93.2 FT (28.4 M) SOUTH OF A POWER POLE, 2.1 FT (0.6
 AA7836'M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7836' 
 AA7836'STATION 42-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7836
 AA7836                          STATION RECOVERY (2005)
 AA7836
 AA7836'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7837 ***********************************************************************
 AA7837  DESIGNATION -  42 19
 AA7837  PID         -  AA7837
 AA7837  STATE/COUNTY-  AL/LIMESTONE
 AA7837  USGS QUAD   -  ATHENS (1982)
 AA7837
 AA7837                         *CURRENT SURVEY CONTROL
 AA7837  ___________________________________________________________________
 AA7837* NAD 83(1992)-  34 46 04.04631(N)    086 57 25.47889(W)     ADJUSTED  
 AA7837* NAVD 88     -       207.9    (meters)     682.     (feet)  VERTCON   
 AA7837  ___________________________________________________________________
 AA7837  X           -     278,442.218 (meters)                     COMP
 AA7837  Y           -  -5,237,912.436 (meters)                     COMP
 AA7837  Z           -   3,616,837.744 (meters)                     COMP
 AA7837  LAPLACE CORR-          -4.16  (seconds)                    DEFLEC99
 AA7837  ELLIP HEIGHT-         180.36  (meters)          (07/29/02) GPS OBS
 AA7837  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA7837
 AA7837  HORZ ORDER  -  FIRST
 AA7837  ELLP ORDER  -  FOURTH    CLASS I
 AA7837
 AA7837.The horizontal coordinates were established by GPS observations
 AA7837.and adjusted by the National Geodetic Survey in August 1995..
 AA7837
 AA7837.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7837.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7837
 AA7837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7837
 AA7837.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7837
 AA7837.The ellipsoidal height was determined by GPS observations
 AA7837.and is referenced to NAD 83.
 AA7837
 AA7837.The geoid height was determined by GEOID03.
 AA7837
 AA7837;                    North         East     Units Scale Factor Converg.
 AA7837;SPC AL W     -   528,817.588   649,698.960   MT  0.99996377   +0 18 34.6
 AA7837;UTM  16      - 3,847,293.261   503,927.785   MT  0.99960019   +0 01 28.1
 AA7837
 AA7837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7837!SPC AL W     -   0.99997169  x   0.99996377  =   0.99993546
 AA7837!UTM  16      -   0.99997169  x   0.99960019  =   0.99957189
 AA7837
 AA7837:                Primary Azimuth Mark                     Grid Az
 AA7837:SPC AL W     -  42 20                                    355 58 45.7
 AA7837:UTM  16      -  42 20                                    356 15 52.2
 AA7837
 AA7837|---------------------------------------------------------------------|
 AA7837| PID    Reference Object                     Distance      Geod. Az  |
 AA7837|                                                           dddmmss.s |
 AA7837| AA7838 42 20                               APPROX. 0.5 KM 3561720.3 |
 AA7837|---------------------------------------------------------------------|
 AA7837
 AA7837                          SUPERSEDED SURVEY CONTROL
 AA7837
 AA7837  ELLIP H (10/10/95)  180.42   (m)                       GP(       ) 4 2
 AA7837  NGVD 29 (08/31/95)  207.9    (m)          682.     (f) GPS OBS        
 AA7837
 AA7837.Superseded values are not recommended for survey control.
 AA7837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7837.See file dsdata.txt to determine how the superseded data were derived.
 AA7837
 AA7837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0392847293(NAD 83)
 AA7837_MARKER: DD = SURVEY DISK
 AA7837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7837_STAMPING: 42-19 1994
 AA7837_MARK LOGO: ALHD  
 AA7837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7837+STABILITY: SURFACE MOTION
 AA7837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7837+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 AA7837
 AA7837  HISTORY     - Date     Condition        Report By
 AA7837  HISTORY     - 1994     MONUMENTED       ALHD
 AA7837  HISTORY     - 20050901 GOOD             ALDOT
 AA7837
 AA7837                          STATION DESCRIPTION
 AA7837
 AA7837'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7837'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7837'U.S. 31 IN ATHENS.
 AA7837' 
 AA7837'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7837'373.15 ON U.S. 31 AND MILE POST 76.00 ON U.S. 72) IN ATHENS, DRIVE
 AA7837'SOUTH ON U.S. 31 FOR 1.25 MI (2.01 KM) TO MILE POST 371.90 AND THE
 AA7837'STATION ON THE LEFT.
 AA7837' 
 AA7837'THE STATION IS 44.5 FT (13.6 M) EAST OF THE CENTERLINE OF THE NORTH
 AA7837'BOUND LANES OF U.S. 31, 65.4 FT (19.9 M) NORTHWEST OF THE NORTHWEST
 AA7837'CORNER OF THE NORTHWEST GREENHOUSE, 103.7 FT (31.6 M) SOUTH-SOUTHEAST
 AA7837'OF A POWER POLE, 124.0 FT (37.8 M) NORTH OF A JUNCTION AND TRANSFORMER
 AA7837'POWER POLE, 171.0 FT (52.1 M) SOUTH OF THE CENTER OF A PAVED DRIVEWAY,
 AA7837'2.2 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7837'THE GROUND.
 AA7837' 
 AA7837'STATION 42-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7837
 AA7837                          STATION RECOVERY (2005)
 AA7837
 AA7837'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7837'THE MARK IS 77.7 FEET SOUTH OF MILEMARKER 370
 AA7837' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1772 ***********************************************************************
 EF1772  DESIGNATION -  42 2
 EF1772  PID         -  EF1772
 EF1772  STATE/COUNTY-  AL/LIMESTONE
 EF1772  USGS QUAD   -  RIPLEY (1988)
 EF1772
 EF1772                         *CURRENT SURVEY CONTROL
 EF1772  ___________________________________________________________________
 EF1772* NAD 83(1992)-  34 49 41.42389(N)    087 03 37.25164(W)     ADJUSTED  
 EF1772* NAVD 88     -       223.0    (meters)     732.     (feet)  VERTCON   
 EF1772  ___________________________________________________________________
 EF1772  X           -     268,805.515 (meters)                     COMP
 EF1772  Y           -  -5,234,600.352 (meters)                     COMP
 EF1772  Z           -   3,622,347.318 (meters)                     COMP
 EF1772  LAPLACE CORR-          -2.85  (seconds)                    DEFLEC99
 EF1772  ELLIP HEIGHT-         195.56  (meters)          (07/29/02) GPS OBS
 EF1772  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EF1772
 EF1772  HORZ ORDER  -  FIRST
 EF1772  ELLP ORDER  -  FOURTH    CLASS I
 EF1772
 EF1772.The horizontal coordinates were established by GPS observations
 EF1772.and adjusted by the National Geodetic Survey in December 1992..
 EF1772
 EF1772.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1772
 EF1772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1772
 EF1772.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1772
 EF1772.The ellipsoidal height was determined by GPS observations
 EF1772.and is referenced to NAD 83.
 EF1772
 EF1772.The geoid height was determined by GEOID03.
 EF1772
 EF1772;                    North         East     Units Scale Factor Converg.
 EF1772;SPC AL W     -   535,469.650   640,216.231   MT  0.99995326   +0 15 03.9
 EF1772;UTM  16      - 3,853,990.067   494,481.687   MT  0.99960038   -0 02 04.1
 EF1772
 EF1772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1772!SPC AL W     -   0.99996930  x   0.99995326  =   0.99992257
 EF1772!UTM  16      -   0.99996930  x   0.99960038  =   0.99956970
 EF1772
 EF1772:                Primary Azimuth Mark                     Grid Az
 EF1772:SPC AL W     -  42 1                                     269 27 26.6
 EF1772:UTM  16      -  42 1                                     269 44 34.6
 EF1772
 EF1772|---------------------------------------------------------------------|
 EF1772| PID    Reference Object                     Distance      Geod. Az  |
 EF1772|                                                           dddmmss.s |
 EF1772| EF1771 42 1                                441.379 METERS 2694230.5 |
 EF1772|---------------------------------------------------------------------|
 EF1772
 EF1772                          SUPERSEDED SURVEY CONTROL
 EF1772
 EF1772  ELLIP H (12/04/92)  195.63   (m)                       GP(       ) 4 1
 EF1772  NAD 83(1992)-  34 49 41.42860(N)    087 03 37.24855(W) AD(       ) 1
 EF1772  NGVD 29 (12/04/92)  223.0    (m)          732.     (f) GPS OBS        
 EF1772
 EF1772.Superseded values are not recommended for survey control.
 EF1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1772.See file dsdata.txt to determine how the superseded data were derived.
 EF1772
 EF1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9448253990(NAD 83)
 EF1772_MARKER: DD = SURVEY DISK
 EF1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1772_SP_SET: CONCRETE POST
 EF1772_STAMPING: 42-2 1991
 EF1772_MARK LOGO: ALHD  
 EF1772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1772+STABILITY: SURFACE MOTION
 EF1772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1772+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 EF1772
 EF1772  HISTORY     - Date     Condition        Report By
 EF1772  HISTORY     - 1991     MONUMENTED       ALHD
 EF1772  HISTORY     - 19920130 GOOD
 EF1772
 EF1772                          STATION DESCRIPTION
 EF1772
 EF1772'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1772'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE NORTH RIGHT OF WAY
 EF1772'OF A PAVED COUNTY ROAD, ABOUT 5.35 MI (8.61 KM) WEST-NORTHWEST OF
 EF1772'ATHENS AND ABOUT 8.50 MI (13.68 KM) SOUTHWEST OF ELKMONT.
 EF1772'TO REACH THE STATION FROM EXIT 351 ON I-65 (MILE POST 77.10 ON U.S.
 EF1772'72) IN ATHENS, DRIVE WEST ON U.S. 72 FOR 6.60 MI (10.62 KM) TO MILE
 EF1772'POST 70.50 AND LIMESTONE COUNTY ROAD NO. 43 ON THE RIGHT, TURN RIGHT
 EF1772'ON LIMESTONE COUNTY ROAD NO. 43 AND DRIVE NORTH FOR 2.10 MI
 EF1772'(3.38 KM) TO A PAVED CROSS ROAD AND A STOP SIGN WITH LIMESTONE COUNTY
 EF1772'ROAD NO. 48 LEFT AND RIGHT, CONTINUE NORTH ON LIMESTONE COUNTY ROAD
 EF1772'NO. 43 FOR 0.45 MI (0.72 KM) TO SMITH GOVER ROAD ON THE LEFT, TURN
 EF1772'LEFT ON THE SMITH GOVER ROAD AND DRIVE WEST FOR 0.40 MI (0.64 KM) TO
 EF1772'THE STATION ON THE RIGHT.
 EF1772'THE STATION IS 2.5 FT (0.8 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 EF1772'ON WHITE TOP GREEN STEEL POSTS, 32.5 FT (9.9 M) WEST OF THE SOUTH ONE
 EF1772'OF TWO NEW CREOSOTE POSTS INSIDE THE FENCE, 62.6 FT (19.1 M) WEST OF
 EF1772'THE WEST POST OF A STEEL GATE, 119.2 FT (36.3 M) WEST OF A JUNCTION
 EF1772'POWER POLE, 120.5 FT (36.7 M) WEST OF A TELEPHONE CABLE PEDESTAL, 2.4
 EF1772'FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1772'GROUND.
 EF1772'STATION 42-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1772
 EF1772                          STATION RECOVERY (1992)
 EF1772
 EF1772'RECOVERED 1992
 EF1772'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7838 ***********************************************************************
 AA7838  DESIGNATION -  42 20
 AA7838  PID         -  AA7838
 AA7838  STATE/COUNTY-  AL/LIMESTONE
 AA7838  USGS QUAD   -  ATHENS (1982)
 AA7838
 AA7838                         *CURRENT SURVEY CONTROL
 AA7838  ___________________________________________________________________
 AA7838* NAD 83(1992)-  34 46 21.78503(N)    086 57 26.87322(W)     ADJUSTED  
 AA7838* NAVD 88     -       208.8    (meters)     685.     (feet)  VERTCON   
 AA7838  ___________________________________________________________________
 AA7838  X           -     278,390.303 (meters)                     COMP
 AA7838  Y           -  -5,237,603.751 (meters)                     COMP
 AA7838  Z           -   3,617,287.297 (meters)                     COMP
 AA7838  LAPLACE CORR-          -4.10  (seconds)                    DEFLEC99
 AA7838  ELLIP HEIGHT-         181.26  (meters)          (07/29/02) GPS OBS
 AA7838  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA7838
 AA7838  HORZ ORDER  -  FIRST
 AA7838  ELLP ORDER  -  FOURTH    CLASS I
 AA7838
 AA7838.The horizontal coordinates were established by GPS observations
 AA7838.and adjusted by the National Geodetic Survey in August 1995..
 AA7838
 AA7838.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7838
 AA7838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7838
 AA7838.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7838
 AA7838.The ellipsoidal height was determined by GPS observations
 AA7838.and is referenced to NAD 83.
 AA7838
 AA7838.The geoid height was determined by GEOID03.
 AA7838
 AA7838;                    North         East     Units Scale Factor Converg.
 AA7838;SPC AL W     -   529,363.999   649,660.554   MT  0.99996372   +0 18 33.9
 AA7838;UTM  16      - 3,847,839.658   503,892.111   MT  0.99960019   +0 01 27.3
 AA7838
 AA7838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7838!SPC AL W     -   0.99997155  x   0.99996372  =   0.99993527
 AA7838!UTM  16      -   0.99997155  x   0.99960019  =   0.99957175
 AA7838
 AA7838:                Primary Azimuth Mark                     Grid Az
 AA7838:SPC AL W     -  42 19                                    175 58 45.6
 AA7838:UTM  16      -  42 19                                    176 15 52.2
 AA7838
 AA7838|---------------------------------------------------------------------|
 AA7838| PID    Reference Object                     Distance      Geod. Az  |
 AA7838|                                                           dddmmss.s |
 AA7838| AA7837 42 19                               APPROX. 0.5 KM 1761719.5 |
 AA7838|---------------------------------------------------------------------|
 AA7838
 AA7838                          SUPERSEDED SURVEY CONTROL
 AA7838
 AA7838  ELLIP H (10/10/95)  181.33   (m)                       GP(       ) 4 2
 AA7838  NGVD 29 (08/31/95)  208.8    (m)          685.     (f) GPS OBS        
 AA7838
 AA7838.Superseded values are not recommended for survey control.
 AA7838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7838.See file dsdata.txt to determine how the superseded data were derived.
 AA7838
 AA7838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0389247840(NAD 83)
 AA7838_MARKER: DD = SURVEY DISK
 AA7838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7838_STAMPING: 42-20 1994
 AA7838_MARK LOGO: ALHD  
 AA7838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7838+STABILITY: SURFACE MOTION
 AA7838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7838+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7838
 AA7838  HISTORY     - Date     Condition        Report By
 AA7838  HISTORY     - 1994     MONUMENTED       ALHD
 AA7838
 AA7838                          STATION DESCRIPTION
 AA7838
 AA7838'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7838'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7838'U.S. 31 IN ATHENS.
 AA7838' 
 AA7838'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7838'373.15 ON U.S. 31 AND MILE POST 76.00 ON U.S. 72) IN ATHENS, DRIVE
 AA7838'SOUTH ON U.S. 31 FOR 0.90 MI (1.45 KM) TO MILE POST 372.25 AND THE
 AA7838'STATION ON THE RIGHT.
 AA7838' 
 AA7838'THE STATION IS LOCATED IN FRONT OF THE LIMESTONE FARMERS CO - OP
 AA7838'STORAGE YARD, 6.6 FT (2.0 M) EAST OF A SIX-FOOT CHAIN LINK FENCE WITH
 AA7838'THREE STRANDS OF BARBED WIRE, 11.5 FT (3.5 M) SOUTHWEST OF THE CENTER
 AA7838'OF A CONCRETE WATER METER BOX, 22.6 FT (6.9 M) SOUTH-SOUTHWEST OF A
 AA7838'YELLOW AND GREEN FIRE HYDRANT, 60.9 FT (18.6 M) NORTH OF A CABLE POLE,
 AA7838'61.4 FT (18.7 M) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE CHAIN
 AA7838'LINK FENCE, 65.3 FT (19.9 M) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 AA7838'LANES OF U.S. 31, 72.5 FT (22.1 M) SOUTH OF A YELLOW CARSONITE GAS
 AA7838'LINE MARKER, 73.5 FT (22.4 M) SOUTH OF A BURIED CABLE WARNING SIGN,
 AA7838'73.6 FT (22.4 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. P 4570 SS,
 AA7838'114.7 FT (35.0 M) SOUTH OF THE NORTHEAST CORNER OF THE CHAIN LINK
 AA7838'FENCE, 6.7 FT (2.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7838'WITH THE GROUND.
 AA7838' 
 AA7838'STATION 42-19 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7839 ***********************************************************************
 AA7839  DESIGNATION -  42 21
 AA7839  PID         -  AA7839
 AA7839  STATE/COUNTY-  AL/LIMESTONE
 AA7839  USGS QUAD   -  CAPSHAW (1982)
 AA7839
 AA7839                         *CURRENT SURVEY CONTROL
 AA7839  ___________________________________________________________________
 AA7839* NAD 83(1992)-  34 46 47.29555(N)    086 49 25.13439(W)     ADJUSTED  
 AA7839* NAVD 88     -       216.4    (meters)     710.     (feet)  VERTCON   
 AA7839  ___________________________________________________________________
 AA7839  X           -     290,597.624 (meters)                     COMP
 AA7839  Y           -  -5,236,497.440 (meters)                     COMP
 AA7839  Z           -   3,617,937.111 (meters)                     COMP
 AA7839  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 AA7839  ELLIP HEIGHT-         188.42  (meters)          (07/29/02) GPS OBS
 AA7839  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AA7839
 AA7839  HORZ ORDER  -  FIRST
 AA7839  ELLP ORDER  -  FOURTH    CLASS I
 AA7839
 AA7839.The horizontal coordinates were established by GPS observations
 AA7839.and adjusted by the National Geodetic Survey in August 1995..
 AA7839
 AA7839.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7839
 AA7839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7839
 AA7839.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7839
 AA7839.The ellipsoidal height was determined by GPS observations
 AA7839.and is referenced to NAD 83.
 AA7839
 AA7839.The geoid height was determined by GEOID03.
 AA7839
 AA7839;                    North         East     Units Scale Factor Converg.
 AA7839;SPC AL W     -   530,224.400   661,904.220   MT  0.99998055   +0 23 09.0
 AA7839;UTM  16      - 3,848,638.809   516,135.371   MT  0.99960321   +0 06 02.1
 AA7839
 AA7839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7839!SPC AL W     -   0.99997042  x   0.99998055  =   0.99995098
 AA7839!UTM  16      -   0.99997042  x   0.99960321  =   0.99957365
 AA7839
 AA7839:                Primary Azimuth Mark                     Grid Az
 AA7839:SPC AL W     -  42 22                                    000 15 57.2
 AA7839:UTM  16      -  42 22                                    000 33 04.1
 AA7839
 AA7839|---------------------------------------------------------------------|
 AA7839| PID    Reference Object                     Distance      Geod. Az  |
 AA7839|                                                           dddmmss.s |
 AA7839| AA7840 42 22                               479.619 METERS 0003906.2 |
 AA7839|---------------------------------------------------------------------|
 AA7839
 AA7839                          SUPERSEDED SURVEY CONTROL
 AA7839
 AA7839  ELLIP H (10/10/95)  188.49   (m)                       GP(       ) 4 2
 AA7839  NGVD 29 (08/31/95)  216.4    (m)          710.     (f) GPS OBS        
 AA7839
 AA7839.Superseded values are not recommended for survey control.
 AA7839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7839.See file dsdata.txt to determine how the superseded data were derived.
 AA7839
 AA7839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1613548639(NAD 83)
 AA7839_MARKER: DD = SURVEY DISK
 AA7839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7839_STAMPING: 42-21 1994
 AA7839_MARK LOGO: ALHD  
 AA7839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7839+STABILITY: SURFACE MOTION
 AA7839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7839+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7839
 AA7839  HISTORY     - Date     Condition        Report By
 AA7839  HISTORY     - 1994     MONUMENTED       ALHD
 AA7839  HISTORY     - 20050106 GOOD             ALHD
 AA7839
 AA7839                          STATION DESCRIPTION
 AA7839
 AA7839'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7839'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7839'MENEFEE ROAD, ABOUT 8.60 MI (13.84 KM) EAST-SOUTHEAST OF ATHENS AND
 AA7839'ABOUT 13.30 MI (21.40 KM) SOUTHEAST OF ELKMONT.
 AA7839' 
 AA7839'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7839'76.00 ON U.S. 72 AND MILE POST 373.15 ON U.S. 31) IN ATHENS, DRIVE
 AA7839'EAST ON U.S. 72 FOR 7.50 MI (12.07 KM) TO MILE POST 83.50 AND EAST
 AA7839'LIMESTONE ROAD ON THE LEFT, TURN LEFT ON EAST LIMESTONE ROAD AND DRIVE
 AA7839'NORTH FOR 1.10 MI (1.77 KM) TO A CROSS ROAD WITH CAPSHAW ROAD LEFT AND
 AA7839'RIGHT, TURN RIGHT ON CAPSHAW ROAD AND DRIVE EAST FOR 0.50 MI (0.80 KM)
 AA7839'TO MENEFEE ROAD ON THE LEFT, TURN LEFT ON MENEFEE ROAD AND DRIVE NORTH
 AA7839'FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.
 AA7839' 
 AA7839'THE STATION IS 44.5 FT (13.6 M) EAST OF THE CENTER OF MENEFEE ROAD,
 AA7839'1.7 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7839'THE GROUND.
 AA7839' 
 AA7839'STATION 42-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7839
 AA7839                          STATION RECOVERY (2005)
 AA7839
 AA7839'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7840 ***********************************************************************
 AA7840  DESIGNATION -  42 22
 AA7840  PID         -  AA7840
 AA7840  STATE/COUNTY-  AL/LIMESTONE
 AA7840  USGS QUAD   -  CAPSHAW (1982)
 AA7840
 AA7840                         *CURRENT SURVEY CONTROL
 AA7840  ___________________________________________________________________
 AA7840* NAD 83(1992)-  34 47 02.85863(N)    086 49 24.91982(W)     ADJUSTED  
 AA7840* NAVD 88     -       224.5    (meters)     737.     (feet)  VERTCON   
 AA7840  ___________________________________________________________________
 AA7840  X           -     290,588.278 (meters)                     COMP
 AA7840  Y           -  -5,236,230.568 (meters)                     COMP
 AA7840  Z           -   3,618,335.614 (meters)                     COMP
 AA7840  LAPLACE CORR-          -5.99  (seconds)                    DEFLEC99
 AA7840  ELLIP HEIGHT-         196.47  (meters)          (07/29/02) GPS OBS
 AA7840  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AA7840
 AA7840  HORZ ORDER  -  FIRST
 AA7840  ELLP ORDER  -  FOURTH    CLASS I
 AA7840
 AA7840.The horizontal coordinates were established by GPS observations
 AA7840.and adjusted by the National Geodetic Survey in August 1995..
 AA7840
 AA7840.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7840.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7840
 AA7840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7840
 AA7840.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7840
 AA7840.The ellipsoidal height was determined by GPS observations
 AA7840.and is referenced to NAD 83.
 AA7840
 AA7840.The geoid height was determined by GEOID03.
 AA7840
 AA7840;                    North         East     Units Scale Factor Converg.
 AA7840;SPC AL W     -   530,704.004   661,906.445   MT  0.99998055   +0 23 09.2
 AA7840;UTM  16      - 3,849,118.215   516,139.982   MT  0.99960321   +0 06 02.3
 AA7840
 AA7840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7840!SPC AL W     -   0.99996916  x   0.99998055  =   0.99994971
 AA7840!UTM  16      -   0.99996916  x   0.99960321  =   0.99957238
 AA7840
 AA7840:                Primary Azimuth Mark                     Grid Az
 AA7840:SPC AL W     -  42 21                                    180 15 57.1
 AA7840:UTM  16      -  42 21                                    180 33 04.0
 AA7840
 AA7840|---------------------------------------------------------------------|
 AA7840| PID    Reference Object                     Distance      Geod. Az  |
 AA7840|                                                           dddmmss.s |
 AA7840| AA7839 42 21                               479.619 METERS 1803906.3 |
 AA7840|---------------------------------------------------------------------|
 AA7840
 AA7840                          SUPERSEDED SURVEY CONTROL
 AA7840
 AA7840  ELLIP H (10/10/95)  196.54   (m)                       GP(       ) 4 2
 AA7840  NGVD 29 (08/31/95)  224.4    (m)          736.     (f) GPS OBS        
 AA7840
 AA7840.Superseded values are not recommended for survey control.
 AA7840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7840.See file dsdata.txt to determine how the superseded data were derived.
 AA7840
 AA7840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1614049118(NAD 83)
 AA7840_MARKER: DD = SURVEY DISK
 AA7840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7840_STAMPING: 42-22 1994
 AA7840_MARK LOGO: ALHD  
 AA7840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7840+STABILITY: SURFACE MOTION
 AA7840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7840+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7840
 AA7840  HISTORY     - Date     Condition        Report By
 AA7840  HISTORY     - 1994     MONUMENTED       ALHD
 AA7840  HISTORY     - 20050106 GOOD             ALHD
 AA7840
 AA7840                          STATION DESCRIPTION
 AA7840
 AA7840'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7840'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7840'MENEFEE ROAD, ABOUT 8.55 MI (13.76 KM) EAST-SOUTHEAST OF ATHENS AND
 AA7840'ABOUT 13.05 MI (21.00 KM) SOUTHEAST OF ELKMONT.
 AA7840' 
 AA7840'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7840'76.00 ON U.S. 72 AND MILE POST 373.15 ON U.S. 31) IN ATHENS, DRIVE
 AA7840'EAST ON U.S. 72 FOR 7.50 MI (12.07 KM) TO MILE POST 83.50 AND EAST
 AA7840'LIMESTONE ROAD ON THE LEFT, TURN LEFT ON EAST LIMESTONE ROAD AND DRIVE
 AA7840'NORTH FOR 1.10 MI (1.77 KM) TO A CROSS ROAD WITH CAPSHAW ROAD LEFT AND
 AA7840'RIGHT, TURN RIGHT ON CAPSHAW ROAD AND DRIVE EAST FOR 0.50 MI (0.80 KM)
 AA7840'TO MENEFEE ROAD ON THE LEFT, TURN LEFT ON MENEFEE ROAD AND DRIVE NORTH
 AA7840'FOR 0.75 MI (1.21 KM) TO THE STATION ON THE RIGHT.
 AA7840' 
 AA7840'THE STATION IS 44.0 FT (13.4 M) EAST OF THE CENTER OF MENEFEE ROAD,
 AA7840'148.5 FT (45.3 M) SOUTH-SOUTHEAST OF A CABLE POLE, 163.8 FT (49.9 M)
 AA7840'SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF MENEFEE ROAD AND
 AA7840'KEETON ROAD, 1.7 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA7840'FLUSH WITH THE GROUND.
 AA7840' 
 AA7840'STATION 42-21 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7840
 AA7840                          STATION RECOVERY (2005)
 AA7840
 AA7840'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7840'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7841 ***********************************************************************
 AA7841  DESIGNATION -  42 23
 AA7841  PID         -  AA7841
 AA7841  STATE/COUNTY-  AL/LIMESTONE
 AA7841  USGS QUAD   -  CAPSHAW (1982)
 AA7841
 AA7841                         *CURRENT SURVEY CONTROL
 AA7841  ___________________________________________________________________
 AA7841* NAD 83(1992)-  34 51 42.13119(N)    086 50 23.53987(W)     ADJUSTED  
 AA7841* NAVD 88     -       242.7    (meters)     796.     (feet)  VERTCON   
 AA7841  ___________________________________________________________________
 AA7841  X           -     288,830.044 (meters)                     COMP
 AA7841  Y           -  -5,231,420.844 (meters)                     COMP
 AA7841  Z           -   3,625,411.172 (meters)                     COMP
 AA7841  LAPLACE CORR-          -4.66  (seconds)                    DEFLEC99
 AA7841  ELLIP HEIGHT-         214.77  (meters)          (07/29/02) GPS OBS
 AA7841  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AA7841
 AA7841  HORZ ORDER  -  FIRST
 AA7841  ELLP ORDER  -  FOURTH    CLASS I
 AA7841
 AA7841.The horizontal coordinates were established by GPS observations
 AA7841.and adjusted by the National Geodetic Survey in August 1995..
 AA7841
 AA7841.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7841.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7841
 AA7841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7841
 AA7841.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7841
 AA7841.The ellipsoidal height was determined by GPS observations
 AA7841.and is referenced to NAD 83.
 AA7841
 AA7841.The geoid height was determined by GEOID03.
 AA7841
 AA7841;                    North         East     Units Scale Factor Converg.
 AA7841;SPC AL W     -   539,299.757   660,359.518   MT  0.99997822   +0 22 38.4
 AA7841;UTM  16      - 3,857,718.331   514,636.477   MT  0.99960264   +0 05 29.5
 AA7841
 AA7841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7841!SPC AL W     -   0.99996629  x   0.99997822  =   0.99994451
 AA7841!UTM  16      -   0.99996629  x   0.99960264  =   0.99956894
 AA7841
 AA7841:                Primary Azimuth Mark                     Grid Az
 AA7841:SPC AL W     -  42 24                                    359 27 48.9
 AA7841:UTM  16      -  42 24                                    359 44 57.8
 AA7841
 AA7841|---------------------------------------------------------------------|
 AA7841| PID    Reference Object                     Distance      Geod. Az  |
 AA7841|                                                           dddmmss.s |
 AA7841| AA7842 42 24                               APPROX. 0.6 KM 3595027.3 |
 AA7841|---------------------------------------------------------------------|
 AA7841
 AA7841                          SUPERSEDED SURVEY CONTROL
 AA7841
 AA7841  ELLIP H (10/10/95)  214.84   (m)                       GP(       ) 4 2
 AA7841  NGVD 29 (08/31/95)  242.7    (m)          796.     (f) GPS OBS        
 AA7841
 AA7841.Superseded values are not recommended for survey control.
 AA7841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7841.See file dsdata.txt to determine how the superseded data were derived.
 AA7841
 AA7841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1463657718(NAD 83)
 AA7841_MARKER: DD = SURVEY DISK
 AA7841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7841_STAMPING: 42-23 1994
 AA7841_MARK LOGO: ALHD  
 AA7841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7841+STABILITY: SURFACE MOTION
 AA7841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7841+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7841
 AA7841  HISTORY     - Date     Condition        Report By
 AA7841  HISTORY     - 1994     MONUMENTED       ALHD
 AA7841
 AA7841                          STATION DESCRIPTION
 AA7841
 AA7841'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7841'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7841'JOHNSON ROAD, ABOUT 8.55 MI (13.76 KM) NORTHEAST OF ATHENS AND ABOUT
 AA7841'8.85 MI (14.24 KM) SOUTH OF ARDMORE.
 AA7841' 
 AA7841'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 251 (MILE
 AA7841'POST 0.00 ON ALA 251 AND MILE POST 374.65 ON U.S. 31) IN ATHENS, DRIVE
 AA7841'NORTHEAST ON ALA 251 FOR 7.90 MI (12.71 KM) TO MILE POST 7.90 AND
 AA7841'JOHNSON ROAD ON THE RIGHT AT JOHNSON SCHOOL, TURN RIGHT ON JOHNSON
 AA7841'ROAD AND DRIVE SOUTH FOR 0.55 MI (0.89 KM) TO THE STATION ON THE
 AA7841'LEFT.
 AA7841' 
 AA7841'THE STATION IS 22.5 FT (6.9 M) EAST OF THE CENTER OF JOHNSON ROAD,
 AA7841'59.0 FT (18.0 M) SOUTH-SOUTHEAST OF MAIL BOX 21067, 72.4 FT (22.1 M)
 AA7841'EAST-NORTHEAST OF THE EAST POST OF A LINE OF STEEL POSTS ACROSS THE
 AA7841'ROAD, 124.1 FT (37.8 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL
 AA7841'NO. 121 E 20 N 3 ACROSS THE ROAD, 124.5 FT (37.9 M) SOUTH-SOUTHEAST OF
 AA7841'A TRANSFORMER POWER POLE ACROSS THE ROAD, 1.6 FT (0.5 M) WEST OF A
 AA7841'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7841' 
 AA7841'STATION 42-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7842 ***********************************************************************
 AA7842  DESIGNATION -  42 24
 AA7842  PID         -  AA7842
 AA7842  STATE/COUNTY-  AL/LIMESTONE
 AA7842  USGS QUAD   -  CAPSHAW (1982)
 AA7842
 AA7842                         *CURRENT SURVEY CONTROL
 AA7842  ___________________________________________________________________
 AA7842* NAD 83(1992)-  34 52 01.74172(N)    086 50 23.60593(W)     ADJUSTED  
 AA7842* NAVD 88     -       248.7    (meters)     816.     (feet)  VERTCON   
 AA7842  ___________________________________________________________________
 AA7842  X           -     288,809.596 (meters)                     COMP
 AA7842  Y           -  -5,231,080.906 (meters)                     COMP
 AA7842  Z           -   3,625,910.463 (meters)                     COMP
 AA7842  LAPLACE CORR-          -4.54  (seconds)                    DEFLEC99
 AA7842  ELLIP HEIGHT-         220.76  (meters)          (07/29/02) GPS OBS
 AA7842  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AA7842
 AA7842  HORZ ORDER  -  FIRST
 AA7842  ELLP ORDER  -  FOURTH    CLASS I
 AA7842
 AA7842.The horizontal coordinates were established by GPS observations
 AA7842.and adjusted by the National Geodetic Survey in August 1995..
 AA7842
 AA7842.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7842.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7842
 AA7842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7842
 AA7842.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7842
 AA7842.The ellipsoidal height was determined by GPS observations
 AA7842.and is referenced to NAD 83.
 AA7842
 AA7842.The geoid height was determined by GEOID03.
 AA7842
 AA7842;                    North         East     Units Scale Factor Converg.
 AA7842;SPC AL W     -   539,904.040   660,353.860   MT  0.99997821   +0 22 38.6
 AA7842;UTM  16      - 3,858,322.408   514,633.834   MT  0.99960264   +0 05 29.5
 AA7842
 AA7842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7842!SPC AL W     -   0.99996535  x   0.99997821  =   0.99994356
 AA7842!UTM  16      -   0.99996535  x   0.99960264  =   0.99956800
 AA7842
 AA7842:                Primary Azimuth Mark                     Grid Az
 AA7842:SPC AL W     -  42 23                                    179 27 48.7
 AA7842:UTM  16      -  42 23                                    179 44 57.8
 AA7842
 AA7842|---------------------------------------------------------------------|
 AA7842| PID    Reference Object                     Distance      Geod. Az  |
 AA7842|                                                           dddmmss.s |
 AA7842| AA7841 42 23                               APPROX. 0.6 KM 1795027.3 |
 AA7842|---------------------------------------------------------------------|
 AA7842
 AA7842                          SUPERSEDED SURVEY CONTROL
 AA7842
 AA7842  ELLIP H (10/10/95)  220.83   (m)                       GP(       ) 4 2
 AA7842  NGVD 29 (08/31/95)  248.6    (m)          816.     (f) GPS OBS        
 AA7842
 AA7842.Superseded values are not recommended for survey control.
 AA7842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7842.See file dsdata.txt to determine how the superseded data were derived.
 AA7842
 AA7842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1463458322(NAD 83)
 AA7842_MARKER: DD = SURVEY DISK
 AA7842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7842_STAMPING: 42-24 1994
 AA7842_MARK LOGO: ALHD  
 AA7842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7842+STABILITY: SURFACE MOTION
 AA7842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7842+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7842
 AA7842  HISTORY     - Date     Condition        Report By
 AA7842  HISTORY     - 1994     MONUMENTED       ALHD
 AA7842
 AA7842                          STATION DESCRIPTION
 AA7842
 AA7842'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7842'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7842'JOHNSON ROAD, ABOUT 8.65 MI (13.92 KM) NORTHEAST OF ATHENS AND ABOUT
 AA7842'8.50 MI (13.68 KM) SOUTH OF ARDMORE.
 AA7842' 
 AA7842'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 251 (MILE
 AA7842'POST 0.00 ON ALA 251 AND MILE POST 374.65 ON U.S. 31) IN ATHENS, DRIVE
 AA7842'NORTHEAST ON ALA 251 FOR 7.90 MI (12.71 KM) TO MILE POST 7.90 AND
 AA7842'JOHNSON ROAD ON THE RIGHT AT JOHNSON SCHOOL, TURN RIGHT ON JOHNSON
 AA7842'ROAD AND DRIVE SOUTH FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 AA7842'RIGHT.
 AA7842' 
 AA7842'THE STATION IS LOCATED SOUTHWEST OF AND ACROSS JOHNSON ROAD FROM
 AA7842'JOHNSON SCHOOL, 25.0 FT (7.6 M) WEST OF THE CENTER OF JOHNSON ROAD,
 AA7842'69.5 FT (21.2 M) NORTHWEST OF A GRAPHIC STOP AHEAD SIGN ACROSS THE
 AA7842'ROAD, 97.0 FT (29.6 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A
 AA7842'FOUR-FOOT CHAIN LINK FENCE AROUND A BASE BALL FIELD ACROSS THE ROAD,
 AA7842'125.0 FT (38.1 M) NORTH OF A POWER POLE, 130.6 FT (39.8 M) SOUTHWEST
 AA7842'OF THE SOUTHWEST CORNER OF A CONCRETE BLOCK DUG OUT FOR THE BASE BALL
 AA7842'FIELD ACROSS THE ROAD, 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS
 AA7842'POST, AND SET FLUSH WITH THE GROUND.
 AA7842' 
 AA7842'STATION 42-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7843 ***********************************************************************
 AA7843  DESIGNATION -  42 25
 AA7843  PID         -  AA7843
 AA7843  STATE/COUNTY-  AL/LIMESTONE
 AA7843  USGS QUAD   -  ARDMORE (1975)
 AA7843
 AA7843                         *CURRENT SURVEY CONTROL
 AA7843  ___________________________________________________________________
 AA7843* NAD 83(1992)-  34 56 10.95179(N)    086 50 14.65539(W)     ADJUSTED  
 AA7843* NAVD 88     -       262.9    (meters)     863.     (feet)  VERTCON   
 AA7843  ___________________________________________________________________
 AA7843  X           -     288,794.802 (meters)                     COMP
 AA7843  Y           -  -5,226,692.423 (meters)                     COMP
 AA7843  Z           -   3,632,217.242 (meters)                     COMP
 AA7843  LAPLACE CORR-          -3.29  (seconds)                    DEFLEC99
 AA7843  ELLIP HEIGHT-         234.98  (meters)          (07/29/02) GPS OBS
 AA7843  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AA7843
 AA7843  HORZ ORDER  -  FIRST
 AA7843  ELLP ORDER  -  FOURTH    CLASS I
 AA7843
 AA7843.The horizontal coordinates were established by GPS observations
 AA7843.and adjusted by the National Geodetic Survey in August 1995..
 AA7843
 AA7843.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7843.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7843
 AA7843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7843
 AA7843.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7843
 AA7843.The ellipsoidal height was determined by GPS observations
 AA7843.and is referenced to NAD 83.
 AA7843
 AA7843.The geoid height was determined by GEOID03.
 AA7843
 AA7843;                    North         East     Units Scale Factor Converg.
 AA7843;SPC AL W     -   547,584.946   660,530.366   MT  0.99997847   +0 22 46.0
 AA7843;UTM  16      - 3,865,999.452   514,848.611   MT  0.99960272   +0 05 35.2
 AA7843
 AA7843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7843!SPC AL W     -   0.99996312  x   0.99997847  =   0.99994159
 AA7843!UTM  16      -   0.99996312  x   0.99960272  =   0.99956585
 AA7843
 AA7843                          SUPERSEDED SURVEY CONTROL
 AA7843
 AA7843  ELLIP H (10/10/95)  235.05   (m)                       GP(       ) 4 2
 AA7843  NGVD 29 (08/31/95)  262.8    (m)          862.     (f) GPS OBS        
 AA7843
 AA7843.Superseded values are not recommended for survey control.
 AA7843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7843.See file dsdata.txt to determine how the superseded data were derived.
 AA7843
 AA7843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1484965999(NAD 83)
 AA7843_MARKER: DD = SURVEY DISK
 AA7843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7843_STAMPING: 42-25 1994
 AA7843_MARK LOGO: ALHD  
 AA7843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7843+STABILITY: SURFACE MOTION
 AA7843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7843+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7843
 AA7843  HISTORY     - Date     Condition        Report By
 AA7843  HISTORY     - 1994     MONUMENTED       ALHD
 AA7843
 AA7843                          STATION DESCRIPTION
 AA7843
 AA7843'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7843'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7843'LAMBERT ROAD, ABOUT 3.75 MI (6.03 KM) SOUTH OF ARDMORE AND ABOUT 11.85
 AA7843'MI (19.07 KM) NORTHEAST OF ATHENS.
 AA7843' 
 AA7843'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 251 (MILE
 AA7843'POST 0.00 ON ALA 251 AND MILE POST 374.65 ON U.S. 31) IN ATHENS, DRIVE
 AA7843'NORTHEAST AND NORTH ON ALA 251 FOR 12.65 MI (20.36 KM) TO MILE POST
 AA7843'12.65 AND BETHEL ROAD LEFT AND RIGHT, TURN LEFT ON BETHEL ROAD AND
 AA7843'DRIVE WEST FOR 1.05 MI (1.69 KM) TO LAMBERT ROAD ON THE RIGHT, TURN
 AA7843'RIGHT ON LAMBERT ROAD AND DRIVE NORTH FOR 0.20 MI (0.32 KM) TO THE
 AA7843'STATION ON THE LEFT.
 AA7843' 
 AA7843'THE STATION IS 2.8 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE
 AA7843'ON CEDAR POSTS, 19.0 FT (5.8 M) WEST OF THE CENTER OF LAMBERT ROAD,
 AA7843'2.7 FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7843'THE GROUND.
 AA7843' 
 AA7843'STATION 42-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7844 ***********************************************************************
 AA7844  DESIGNATION -  42 26
 AA7844  PID         -  AA7844
 AA7844  STATE/COUNTY-  AL/LIMESTONE
 AA7844  USGS QUAD   -  ARDMORE (1975)
 AA7844
 AA7844                         *CURRENT SURVEY CONTROL
 AA7844  ___________________________________________________________________
 AA7844* NAD 83(1992)-  34 56 34.85796(N)    086 50 14.41728(W)     ADJUSTED  
 AA7844* NAVD 88     -       266.2    (meters)     873.     (feet)  VERTCON   
 AA7844  ___________________________________________________________________
 AA7844  X           -     288,777.710 (meters)                     COMP
 AA7844  Y           -  -5,226,273.562 (meters)                     COMP
 AA7844  Z           -   3,632,823.118 (meters)                     COMP
 AA7844  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 AA7844  ELLIP HEIGHT-         238.36  (meters)          (07/29/02) GPS OBS
 AA7844  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA7844
 AA7844  HORZ ORDER  -  FIRST
 AA7844  ELLP ORDER  -  FOURTH    CLASS I
 AA7844
 AA7844.The horizontal coordinates were established by GPS observations
 AA7844.and adjusted by the National Geodetic Survey in August 1995..
 AA7844
 AA7844.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7844
 AA7844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7844
 AA7844.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7844
 AA7844.The ellipsoidal height was determined by GPS observations
 AA7844.and is referenced to NAD 83.
 AA7844
 AA7844.The geoid height was determined by GEOID03.
 AA7844
 AA7844;                    North         East     Units Scale Factor Converg.
 AA7844;SPC AL W     -   548,321.659   660,531.529   MT  0.99997848   +0 22 46.4
 AA7844;UTM  16      - 3,866,735.873   514,853.454   MT  0.99960272   +0 05 35.4
 AA7844
 AA7844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7844!SPC AL W     -   0.99996259  x   0.99997848  =   0.99994107
 AA7844!UTM  16      -   0.99996259  x   0.99960272  =   0.99956532
 AA7844
 AA7844                          SUPERSEDED SURVEY CONTROL
 AA7844
 AA7844  ELLIP H (10/10/95)  238.43   (m)                       GP(       ) 4 2
 AA7844  NGVD 29 (08/31/95)  266.2    (m)          873.     (f) GPS OBS        
 AA7844
 AA7844.Superseded values are not recommended for survey control.
 AA7844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7844.See file dsdata.txt to determine how the superseded data were derived.
 AA7844
 AA7844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1485366736(NAD 83)
 AA7844_MARKER: DD = SURVEY DISK
 AA7844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7844_STAMPING: 42-26 1994
 AA7844_MARK LOGO: ALHD  
 AA7844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7844+STABILITY: SURFACE MOTION
 AA7844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7844+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7844
 AA7844  HISTORY     - Date     Condition        Report By
 AA7844  HISTORY     - 1994     MONUMENTED       ALHD
 AA7844
 AA7844                          STATION DESCRIPTION
 AA7844
 AA7844'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7844'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7844'LAMBERT ROAD, ABOUT 3.25 MI (5.23 KM) SOUTH OF ARDMORE AND ABOUT 12.30
 AA7844'MI (19.79 KM) NORTHEAST OF ATHENS.
 AA7844' 
 AA7844'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 251 (MILE
 AA7844'POST 0.00 ON ALA 251 AND MILE POST 374.65 ON U.S. 31) IN ATHENS, DRIVE
 AA7844'NORTHEAST AND NORTH ON ALA 251 FOR 12.65 MI (20.36 KM) TO MILE POST
 AA7844'12.65 AND BETHEL ROAD LEFT AND RIGHT, TURN LEFT ON BETHEL ROAD AND
 AA7844'DRIVE WEST FOR 1.05 MI (1.69 KM) TO LAMBERT ROAD ON THE RIGHT, TURN
 AA7844'RIGHT ON LAMBERT ROAD AND DRIVE NORTH FOR 0.65 MI (1.05 KM) TO THE
 AA7844'STATION ON THE RIGHT.
 AA7844' 
 AA7844'THE STATION IS 2.9 FT (0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 AA7844'ON WHITE TOP, RED STEEL POSTS, 19.0 FT (5.8 M) EAST OF THE CENTER OF
 AA7844'LAMBERT ROAD, 42.6 FT (13.0 M) EAST-NORTHEAST OF THE NORTH ONE OF TWO
 AA7844'CONNECTED WOOD POSTS IN THE FENCE LINE ACROSS THE ROAD, 49.0 FT (14.9
 AA7844'M) SOUTH OF A CROSS TIE POST IN THE FENCE LINE, 83.9 FT (25.6 M) NORTH
 AA7844'OF A CROSS TIE POST IN THE FENCE LINE, 3.0 FT (0.9 M) WEST OF A
 AA7844'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7844' 
 AA7844'STATION 42-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7845 ***********************************************************************
 AA7845  DESIGNATION -  42 27
 AA7845  PID         -  AA7845
 AA7845  STATE/COUNTY-  AL/LIMESTONE
 AA7845  USGS QUAD   -  ELKMONT (1974)
 AA7845
 AA7845                         *CURRENT SURVEY CONTROL
 AA7845  ___________________________________________________________________
 AA7845* NAD 83(1992)-  34 53 13.62685(N)    086 57 56.88635(W)     ADJUSTED  
 AA7845* NAVD 88     -       242.4    (meters)     795.     (feet)  VERTCON   
 AA7845  ___________________________________________________________________
 AA7845  X           -     277,245.954 (meters)                     COMP
 AA7845  Y           -  -5,230,433.094 (meters)                     COMP
 AA7845  Z           -   3,627,724.445 (meters)                     COMP
 AA7845  LAPLACE CORR-          -3.00  (seconds)                    DEFLEC99
 AA7845  ELLIP HEIGHT-         214.80  (meters)          (07/29/02) GPS OBS
 AA7845  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA7845
 AA7845  HORZ ORDER  -  FIRST
 AA7845  ELLP ORDER  -  FOURTH    CLASS I
 AA7845
 AA7845.The horizontal coordinates were established by GPS observations
 AA7845.and adjusted by the National Geodetic Survey in August 1995..
 AA7845
 AA7845.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7845
 AA7845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7845
 AA7845.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7845
 AA7845.The ellipsoidal height was determined by GPS observations
 AA7845.and is referenced to NAD 83.
 AA7845
 AA7845.The geoid height was determined by GEOID03.
 AA7845
 AA7845;                    North         East     Units Scale Factor Converg.
 AA7845;SPC AL W     -   542,050.559   648,829.846   MT  0.99996271   +0 18 20.0
 AA7845;UTM  16      - 3,860,525.593   503,124.925   MT  0.99960012   +0 01 10.4
 AA7845
 AA7845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7845!SPC AL W     -   0.99996628  x   0.99996271  =   0.99992900
 AA7845!UTM  16      -   0.99996628  x   0.99960012  =   0.99956642
 AA7845
 AA7845:                Primary Azimuth Mark                     Grid Az
 AA7845:SPC AL W     -  42 28                                    026 39 52.2
 AA7845:UTM  16      -  42 28                                    026 57 01.8
 AA7845
 AA7845|---------------------------------------------------------------------|
 AA7845| PID    Reference Object                     Distance      Geod. Az  |
 AA7845|                                                           dddmmss.s |
 AA7845| AA7846 42 28                               494.711 METERS 0265812.2 |
 AA7845|---------------------------------------------------------------------|
 AA7845
 AA7845                          SUPERSEDED SURVEY CONTROL
 AA7845
 AA7845  ELLIP H (10/10/95)  214.86   (m)                       GP(       ) 4 2
 AA7845  NGVD 29 (08/31/95)  242.4    (m)          795.     (f) GPS OBS        
 AA7845
 AA7845.Superseded values are not recommended for survey control.
 AA7845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7845.See file dsdata.txt to determine how the superseded data were derived.
 AA7845
 AA7845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0312560526(NAD 83)
 AA7845_MARKER: DD = SURVEY DISK
 AA7845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7845_STAMPING: 42-27 1994
 AA7845_MARK LOGO: ALHD  
 AA7845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7845+STABILITY: SURFACE MOTION
 AA7845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7845+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7845
 AA7845  HISTORY     - Date     Condition        Report By
 AA7845  HISTORY     - 1994     MONUMENTED       ALHD
 AA7845
 AA7845                          STATION DESCRIPTION
 AA7845
 AA7845'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7845'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7845'HAYS MILL ROAD, ABOUT 2.85 MI (4.59 KM) SOUTH OF ELKMONT AND ABOUT
 AA7845'5.85 MI (9.41 KM) NORTH OF ATHENS.
 AA7845' 
 AA7845'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 99 (MILE
 AA7845'POST 500.00 ON ALA 99 AND MILE POST 375.50 ON U.S. 31) IN ATHENS,
 AA7845'DRIVE WEST ON ALA 99 FOR 1.55 MI (2.49 KM) TO MILE POST 501.55 AND ALA
 AA7845'127 ON THE RIGHT, TURN RIGHT ON ALA 127 AND DRIVE NORTH FOR 2.85 MI
 AA7845'(4.59 KM) TO MILE POST 4.95, A CURVE TO THE LEFT ON ALA 127, AND HAYS
 AA7845'MILL ROAD AHEAD, CONTINUE NORTH ON HAYS MILL ROAD FOR 2.05 MI (3.30
 AA7845'KM) TO THE STATION ON THE LEFT.
 AA7845' 
 AA7845'THE STATION IS 35.5 FT (10.8 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AA7845'HAYS MILL ROAD, 173.9 FT (53.0 M) SOUTH-SOUTHWEST OF A POWER AND CABLE
 AA7845'POLE, 176.4 FT (53.8 M) NORTH-NORTHEAST OF A POWER AND CABLE POLE, 2.0
 AA7845'FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7845'GROUND.
 AA7845' 
 AA7845'STATION 42-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7846 ***********************************************************************
 AA7846  DESIGNATION -  42 28
 AA7846  PID         -  AA7846
 AA7846  STATE/COUNTY-  AL/LIMESTONE
 AA7846  USGS QUAD   -  ELKMONT (1974)
 AA7846
 AA7846                         *CURRENT SURVEY CONTROL
 AA7846  ___________________________________________________________________
 AA7846* NAD 83(1992)-  34 53 27.93439(N)    086 57 48.05014(W)     ADJUSTED  
 AA7846* NAVD 88     -       243.1    (meters)     798.     (feet)  VERTCON   
 AA7846  ___________________________________________________________________
 AA7846  X           -     277,456.688 (meters)                     COMP
 AA7846  Y           -  -5,230,169.881 (meters)                     COMP
 AA7846  Z           -   3,628,086.474 (meters)                     COMP
 AA7846  LAPLACE CORR-          -2.96  (seconds)                    DEFLEC99
 AA7846  ELLIP HEIGHT-         215.43  (meters)          (07/29/02) GPS OBS
 AA7846  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA7846
 AA7846  HORZ ORDER  -  FIRST
 AA7846  ELLP ORDER  -  FOURTH    CLASS I
 AA7846
 AA7846.The horizontal coordinates were established by GPS observations
 AA7846.and adjusted by the National Geodetic Survey in August 1995..
 AA7846
 AA7846.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7846
 AA7846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7846
 AA7846.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7846
 AA7846.The ellipsoidal height was determined by GPS observations
 AA7846.and is referenced to NAD 83.
 AA7846
 AA7846.The geoid height was determined by GEOID03.
 AA7846
 AA7846;                    North         East     Units Scale Factor Converg.
 AA7846;SPC AL W     -   542,492.640   649,051.847   MT  0.99996298   +0 18 25.1
 AA7846;UTM  16      - 3,860,966.401   503,349.049   MT  0.99960014   +0 01 15.5
 AA7846
 AA7846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7846!SPC AL W     -   0.99996619  x   0.99996298  =   0.99992917
 AA7846!UTM  16      -   0.99996619  x   0.99960014  =   0.99956634
 AA7846
 AA7846:                Primary Azimuth Mark                     Grid Az
 AA7846:SPC AL W     -  42 27                                    206 39 52.2
 AA7846:UTM  16      -  42 27                                    206 57 01.8
 AA7846
 AA7846|---------------------------------------------------------------------|
 AA7846| PID    Reference Object                     Distance      Geod. Az  |
 AA7846|                                                           dddmmss.s |
 AA7846| AA7845 42 27                               494.711 METERS 2065817.3 |
 AA7846|---------------------------------------------------------------------|
 AA7846
 AA7846                          SUPERSEDED SURVEY CONTROL
 AA7846
 AA7846  ELLIP H (10/10/95)  215.49   (m)                       GP(       ) 4 2
 AA7846  NGVD 29 (08/31/95)  243.0    (m)          797.     (f) GPS OBS        
 AA7846
 AA7846.Superseded values are not recommended for survey control.
 AA7846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7846.See file dsdata.txt to determine how the superseded data were derived.
 AA7846
 AA7846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0334960966(NAD 83)
 AA7846_MARKER: DD = SURVEY DISK
 AA7846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7846_STAMPING: 42-28 1994
 AA7846_MARK LOGO: ALHD  
 AA7846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7846+STABILITY: SURFACE MOTION
 AA7846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7846+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7846
 AA7846  HISTORY     - Date     Condition        Report By
 AA7846  HISTORY     - 1994     MONUMENTED       ALHD
 AA7846
 AA7846                          STATION DESCRIPTION
 AA7846
 AA7846'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7846'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7846'HAYS MILL ROAD, ABOUT 2.65 MI (4.26 KM) SOUTH OF ELKMONT AND ABOUT
 AA7846'6.10 MI (9.82 KM) NORTH OF ATHENS.
 AA7846' 
 AA7846'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 99 (MILE
 AA7846'POST 500.00 ON ALA 99 AND MILE POST 375.50 ON U.S. 31) IN ATHENS,
 AA7846'DRIVE WEST ON ALA 99 FOR 1.55 MI (2.49 KM) TO MILE POST 501.55 AND ALA
 AA7846'127 ON THE RIGHT, TURN RIGHT ON ALA 127 AND DRIVE NORTH FOR 2.85 MI
 AA7846'(4.59 KM) TO MILE POST 4.95, A CURVE TO THE LEFT ON ALA 127, AND HAYS
 AA7846'MILL ROAD AHEAD, CONTINUE NORTH ON HAYS MILL ROAD FOR 2.35 MI (3.78
 AA7846'KM) TO THE STATION ON THE RIGHT.
 AA7846' 
 AA7846'THE STATION IS 33.5 FT (10.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 AA7846'HAYS MILL ROAD, 104.2 FT (31.8 M) SOUTH-SOUTHWEST OF A POWER AND CABLE
 AA7846'POLE, 194.6 FT (59.3 M) NORTH-NORTHEAST OF A POWER AND CABLE POLE, 1.9
 AA7846'FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7846'THE GROUND.
 AA7846' 
 AA7846'STATION 42-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7847 ***********************************************************************
 AA7847  DESIGNATION -  42 29
 AA7847  PID         -  AA7847
 AA7847  STATE/COUNTY-  AL/LIMESTONE
 AA7847  USGS QUAD   -  CAIRO (1950)
 AA7847
 AA7847                         *CURRENT SURVEY CONTROL
 AA7847  ___________________________________________________________________
 AA7847* NAD 83(1992)-  34 52 09.10534(N)    087 10 16.08674(W)     ADJUSTED  
 AA7847* NAVD 88     -       239.8    (meters)     787.     (feet)  VERTCON   
 AA7847  ___________________________________________________________________
 AA7847  X           -     258,555.701 (meters)                     COMP
 AA7847  Y           -  -5,232,526.864 (meters)                     COMP
 AA7847  Z           -   3,626,091.949 (meters)                     COMP
 AA7847  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 AA7847  ELLIP HEIGHT-         212.54  (meters)          (07/29/02) GPS OBS
 AA7847  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AA7847
 AA7847  HORZ ORDER  -  FIRST
 AA7847  ELLP ORDER  -  FOURTH    CLASS I
 AA7847
 AA7847.The horizontal coordinates were established by GPS observations
 AA7847.and adjusted by the National Geodetic Survey in August 1995..
 AA7847
 AA7847.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7847
 AA7847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7847
 AA7847.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7847
 AA7847.The ellipsoidal height was determined by GPS observations
 AA7847.and is referenced to NAD 83.
 AA7847
 AA7847.The geoid height was determined by GEOID03.
 AA7847
 AA7847;                    North         East     Units Scale Factor Converg.
 AA7847;SPC AL W     -   539,981.516   630,067.214   MT  0.99994447   +0 11 16.9
 AA7847;UTM  16      - 3,858,550.901   484,358.811   MT  0.99960302   -0 05 52.2
 AA7847
 AA7847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7847!SPC AL W     -   0.99996664  x   0.99994447  =   0.99991111
 AA7847!UTM  16      -   0.99996664  x   0.99960302  =   0.99956967
 AA7847
 AA7847:                Primary Azimuth Mark                     Grid Az
 AA7847:SPC AL W     -  42 30                                    084 27 41.8
 AA7847:UTM  16      -  42 30                                    084 44 50.9
 AA7847
 AA7847|---------------------------------------------------------------------|
 AA7847| PID    Reference Object                     Distance      Geod. Az  |
 AA7847|                                                           dddmmss.s |
 AA7847| AA7848 42 30                               429.025 METERS 0843858.7 |
 AA7847|---------------------------------------------------------------------|
 AA7847
 AA7847                          SUPERSEDED SURVEY CONTROL
 AA7847
 AA7847  ELLIP H (10/10/95)  212.60   (m)                       GP(       ) 4 2
 AA7847  NGVD 29 (08/31/95)  239.7    (m)          786.     (f) GPS OBS        
 AA7847
 AA7847.Superseded values are not recommended for survey control.
 AA7847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7847.See file dsdata.txt to determine how the superseded data were derived.
 AA7847
 AA7847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8435958551(NAD 83)
 AA7847_MARKER: DD = SURVEY DISK
 AA7847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7847_STAMPING: 42-29 1994
 AA7847_MARK LOGO: ALHD  
 AA7847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7847+STABILITY: SURFACE MOTION
 AA7847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7847+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7847
 AA7847  HISTORY     - Date     Condition        Report By
 AA7847  HISTORY     - 1994     MONUMENTED       ALHD
 AA7847
 AA7847                          STATION DESCRIPTION
 AA7847
 AA7847'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7847'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7847'FRANKLIN ROAD, ABOUT 8.40 MI (13.52 KM) SOUTH OF LESTER AND ABOUT
 AA7847'12.30 MI (19.79 KM) NORTHWEST OF ATHENS.
 AA7847' 
 AA7847'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 99 (MILE
 AA7847'POST 500.00 ON ALA 99 AND MILE POST 375.50 ON U.S. 31) IN ATHENS,
 AA7847'DRIVE WEST ON ALA 99 FOR 3.35 MI (5.39 KM) TO MILE POST 503.35 = MILE
 AA7847'POST 2.20, CONTINUE NORTHWEST ON ALA 99 FOR 3.70 MI (5.95 KM) TO MILE
 AA7847'POST 5.90 AND ELK RIVER MILL ROAD (LIMESTONE COUNTY ROAD NO. 26) LEFT
 AA7847'AND RIGHT, TURN LEFT ON ELK RIVER MILL ROAD AND DRIVE SOUTHWEST AND
 AA7847'WEST FOR 5.00 MI (8.05 KM) TO CAIRO HOLLOW ROAD LEFT AND RIGHT, TURN
 AA7847'RIGHT ON CAIRO HOLLOW ROAD AND DRIVE NORTHEAST, NORTH, AND NORTHWEST
 AA7847'FOR 2.20 MI (3.54 KM) TO UPPER SNAKE ROAD ON THE LEFT, TURN LEFT ON
 AA7847'UPPER SNAKE ROAD AND DRIVE WEST FOR 1.70 MI (2.74 KM) TO THE STATION
 AA7847'AND FRANKLIN ROAD ON THE LEFT.
 AA7847' 
 AA7847'THE STATION IS 2.0 FT (0.6 M) EAST-NORTHEAST OF A TWO STRAND BARBED
 AA7847'WIRE FENCE ON OLD WOOD POSTS, 18.2 FT (5.5 M) WEST-SOUTHWEST OF THE
 AA7847'CENTER OF FRANKLIN ROAD, 44.6 FT (13.6 M) SOUTHWEST OF TELEPHONE CABLE
 AA7847'CABINET NO. 49 LTV RD ACROSS THE ROAD, 46.7 FT (14.2 M) SOUTHWEST OF A
 AA7847'CABLE POLE, 47.2 FT (14.4 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO.
 AA7847'PED 49 ACROSS THE ROAD, 51.0 FT (15.5 M) SOUTHWEST OF TELEPHONE CABLE
 AA7847'CABINET NO. SYS 820 P ACROSS THE ROAD, 54.0 FT (16.5 M)
 AA7847'SOUTH-SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE, 61.0 FT (18.6 M)
 AA7847'SOUTH-SOUTHWEST OF A STOP AND FRANKLIN ROAD SIGN ACROSS THE ROAD, 80.6
 AA7847'FT (24.6 M) NORTH-NORTHWEST OF POWER POLE NO. MR 274 6 WITH THREE
 AA7847'SMALL TRANSFORMERS, 86.4 FT (26.3 M) NORTH-NORTHWEST OF THE SOUTHEAST
 AA7847'CORNER OF THE FENCE, 88.9 FT (27.1 M) NORTHWEST OF A JUNCTION
 AA7847'TRANSFORMER POWER POLE ACROSS THE ROAD, 103.5 FT (31.5 M)
 AA7847'SOUTH-SOUTHEAST OF THE CENTER OF UPPER SNAKE ROAD, 2.0 FT (0.6 M) EAST
 AA7847'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7847' 
 AA7847'STATION 42-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1773 ***********************************************************************
 EF1773  DESIGNATION -  42 3
 EF1773  PID         -  EF1773
 EF1773  STATE/COUNTY-  AL/LIMESTONE
 EF1773  USGS QUAD   -  SALEM (1948)
 EF1773
 EF1773                         *CURRENT SURVEY CONTROL
 EF1773  ___________________________________________________________________
 EF1773* NAD 83(1992)-  34 59 22.02772(N)    087 05 22.35254(W)     ADJUSTED  
 EF1773* NAVD 88     -       185.7    (meters)     609.     (feet)  VERTCON   
 EF1773  ___________________________________________________________________
 EF1773  X           -     265,616.756 (meters)                     COMP
 EF1773  Y           -  -5,224,479.772 (meters)                     COMP
 EF1773  Z           -   3,636,998.970 (meters)                     COMP
 EF1773  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 EF1773  ELLIP HEIGHT-         158.14  (meters)          (07/29/02) GPS OBS
 EF1773  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 EF1773
 EF1773  HORZ ORDER  -  FIRST
 EF1773  ELLP ORDER  -  FOURTH    CLASS I
 EF1773
 EF1773.The horizontal coordinates were established by GPS observations
 EF1773.and adjusted by the National Geodetic Survey in December 1992..
 EF1773
 EF1773.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1773
 EF1773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1773
 EF1773.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1773
 EF1773.The ellipsoidal height was determined by GPS observations
 EF1773.and is referenced to NAD 83.
 EF1773
 EF1773.The geoid height was determined by GEOID03.
 EF1773
 EF1773;                    North         East     Units Scale Factor Converg.
 EF1773;SPC AL W     -   553,349.400   637,472.346   MT  0.99995063   +0 14 07.3
 EF1773;UTM  16      - 3,871,877.010   491,828.061   MT  0.99960082   -0 03 04.8
 EF1773
 EF1773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1773!SPC AL W     -   0.99997518  x   0.99995063  =   0.99992581
 EF1773!UTM  16      -   0.99997518  x   0.99960082  =   0.99957601
 EF1773
 EF1773:                Primary Azimuth Mark                     Grid Az
 EF1773:SPC AL W     -  42 4                                     347 33 56.5
 EF1773:UTM  16      -  42 4                                     347 51 08.6
 EF1773
 EF1773|---------------------------------------------------------------------|
 EF1773| PID    Reference Object                     Distance      Geod. Az  |
 EF1773|                                                           dddmmss.s |
 EF1773| EF1774 42 4                                APPROX. 0.5 KM 3474803.8 |
 EF1773|---------------------------------------------------------------------|
 EF1773
 EF1773                          SUPERSEDED SURVEY CONTROL
 EF1773
 EF1773  ELLIP H (12/04/92)  158.21   (m)                       GP(       ) 4 1
 EF1773  NAD 83(1992)-  34 59 22.03136(N)    087 05 22.35101(W) AD(       ) 1
 EF1773  NGVD 29 (12/04/92)  185.7    (m)          609.     (f) GPS OBS        
 EF1773
 EF1773.Superseded values are not recommended for survey control.
 EF1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1773.See file dsdata.txt to determine how the superseded data were derived.
 EF1773
 EF1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9182871877(NAD 83)
 EF1773_MARKER: DD = SURVEY DISK
 EF1773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1773_SP_SET: CONCRETE POST
 EF1773_STAMPING: 42-3 1991
 EF1773_MARK LOGO: ALHD  
 EF1773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1773+STABILITY: SURFACE MOTION
 EF1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1773+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 EF1773
 EF1773  HISTORY     - Date     Condition        Report By
 EF1773  HISTORY     - 1991     MONUMENTED       ALHD
 EF1773  HISTORY     - 19920130 GOOD
 EF1773
 EF1773                          STATION DESCRIPTION
 EF1773
 EF1773'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1773'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 EF1773'A PAVED COUNTY ROAD, ABOUT 3.60 MI (5.79 KM) EAST OF LESTER AND ABOUT
 EF1773'7.80 MI (12.55 KM) NORTHWEST OF ELKMONT.
 EF1773'TO REACH THE STATION FROM THE U. S. 72 OVERPASS OVER U. S. 31 (MILE
 EF1773'POST 373.10 ON U. S. 31) IN ATHENS, DRIVE NORTH ON U. S. 31 2.40 MI
 EF1773'(3.86 KM) TO MILE POST 375.50 AND ALA 99 ON THE LEFT, TURN LEFT ON
 EF1773'ALA 99 AND DRIVE WEST AND NORTHWEST 11.15 MI (17.94 KM) TO MILE POST
 EF1773'9.85 AND A PAVED COUNTY ROAD ON THE RIGHT NEAR THE NORTH END OF THE
 EF1773'ELK RIVER BRIDGE, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST
 EF1773'0.15 MI (0.24 KM) TO A Y INTERSECTION WITH FISH HATCHERY ROAD RIGHT
 EF1773'AND CABBAGE RIDGE ROAD LEFT, BEAR LEFT ON CABBAGE RIDGE ROAD AND
 EF1773'DRIVE NORTH 2.75 MI (4.43 KM) TO A PAVED CROSS ROAD AT A STOP SIGN,
 EF1773'CONTINUE NORTH AND NORTHEAST RED HILL HOLLOW ROAD 1.05 MI (1.69 KM)
 EF1773'TO A T INTERSECTION WITH A PAVED COUNTY ROAD , TURN LEFT ON THE PAVED
 EF1773'COUNTY ROAD AND DRIVE WEST AND NORTHWEST 3.15 MI (5.07 KM) TO A CROSS
 EF1773'ROAD (GARDNER HOLLOW RD) WITH A PAVED ROAD LEFT AND GRAVEL ROADS
 EF1773'AHEAD AND TO THE RIGHT AND THE STATION ON THE RIGHT IN THE NORTHEAST
 EF1773'QUADRANT OF THE INTERSECTION.
 EF1773'THE STATION IS 19.3 FT (5.9 M) NORTH - NORTHEAST OF A TELEPHONE CABLE
 EF1773'PEDESTAL, 26.2 FT (8.0 M) NORTH - NORTHEAST OF A STOP SIGN AND A
 EF1773'GARDNER HOLLOW ROAD SIGN, 31.0 FT (9.4 M) EAST OF THE CENTER OF THE
 EF1773'ROAD LEADING NORTH, 39.0 FT (11.9 M) NORTH OF THE CENTER OF THE
 EF1773'GRAVEL ROAD LEADING EAST (GARDNER HOLLOW ROAD), 43.0 FT (13.1 M)
 EF1773'NORTHEAST OF THE CENTER OF THE INTERSECTION, 55.1 FT (16.8 M) WEST -
 EF1773'NORTHWEST OF THE WEST ONE OF THREE RED AND WHITE POSTS AT A PIPE LINE
 EF1773'CROSSING, 66.0 FT (20.1 M) NORTH OF THE NORTHEAST CORNER OF A SMALL
 EF1773'CULVERT UNDER THE ROAD SOUTH OF THE INTERSECTION, 1.7 FT (0.5 M)
 EF1773'SOUTH - SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1773'GROUND.
 EF1773'STATION 42 - 4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1773
 EF1773                          STATION RECOVERY (1992)
 EF1773
 EF1773'RECOVERED 1992
 EF1773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7848 ***********************************************************************
 AA7848  DESIGNATION -  42 30
 AA7848  PID         -  AA7848
 AA7848  STATE/COUNTY-  AL/LIMESTONE
 AA7848  USGS QUAD   -  CAIRO (1950)
 AA7848
 AA7848                         *CURRENT SURVEY CONTROL
 AA7848  ___________________________________________________________________
 AA7848* NAD 83(1992)-  34 52 10.40319(N)    087 09 59.26825(W)     ADJUSTED  
 AA7848* NAVD 88     -       242.9    (meters)     797.     (feet)  VERTCON   
 AA7848  ___________________________________________________________________
 AA7848  X           -     258,981.346 (meters)                     COMP
 AA7848  Y           -  -5,232,485.451 (meters)                     COMP
 AA7848  Z           -   3,626,126.525 (meters)                     COMP
 AA7848  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AA7848  ELLIP HEIGHT-         215.62  (meters)          (07/29/02) GPS OBS
 AA7848  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 AA7848
 AA7848  HORZ ORDER  -  FIRST
 AA7848  ELLP ORDER  -  FOURTH    CLASS I
 AA7848
 AA7848.The horizontal coordinates were established by GPS observations
 AA7848.and adjusted by the National Geodetic Survey in August 1995..
 AA7848
 AA7848.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7848.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7848
 AA7848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7848
 AA7848.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7848
 AA7848.The ellipsoidal height was determined by GPS observations
 AA7848.and is referenced to NAD 83.
 AA7848
 AA7848.The geoid height was determined by GEOID03.
 AA7848
 AA7848;                    North         East     Units Scale Factor Converg.
 AA7848;SPC AL W     -   540,022.920   630,494.213   MT  0.99994479   +0 11 26.5
 AA7848;UTM  16      - 3,858,590.161   484,785.865   MT  0.99960285   -0 05 42.6
 AA7848
 AA7848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7848!SPC AL W     -   0.99996616  x   0.99994479  =   0.99991095
 AA7848!UTM  16      -   0.99996616  x   0.99960285  =   0.99956902
 AA7848
 AA7848:                Primary Azimuth Mark                     Grid Az
 AA7848:SPC AL W     -  42 29                                    264 27 41.9
 AA7848:UTM  16      -  42 29                                    264 44 51.0
 AA7848
 AA7848|---------------------------------------------------------------------|
 AA7848| PID    Reference Object                     Distance      Geod. Az  |
 AA7848|                                                           dddmmss.s |
 AA7848| AA7847 42 29                               429.025 METERS 2643908.4 |
 AA7848|---------------------------------------------------------------------|
 AA7848
 AA7848                          SUPERSEDED SURVEY CONTROL
 AA7848
 AA7848  ELLIP H (10/10/95)  215.68   (m)                       GP(       ) 4 2
 AA7848  NGVD 29 (08/31/95)  242.8    (m)          797.     (f) GPS OBS        
 AA7848
 AA7848.Superseded values are not recommended for survey control.
 AA7848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7848.See file dsdata.txt to determine how the superseded data were derived.
 AA7848
 AA7848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8478658590(NAD 83)
 AA7848_MARKER: DD = SURVEY DISK
 AA7848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7848_STAMPING: 42-30 1994
 AA7848_MARK LOGO: ALHD  
 AA7848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7848+STABILITY: SURFACE MOTION
 AA7848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7848+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7848
 AA7848  HISTORY     - Date     Condition        Report By
 AA7848  HISTORY     - 1994     MONUMENTED       ALHD
 AA7848
 AA7848                          STATION DESCRIPTION
 AA7848
 AA7848'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7848'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE NORTH RIGHT OF WAY
 AA7848'OF UPPER SNAKE ROAD, ABOUT 8.30 MI (13.36 KM) SOUTH OF LESTER AND
 AA7848'ABOUT 11.95 MI (19.23 KM) NORTHWEST OF ATHENS.
 AA7848' 
 AA7848'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 99 (MILE
 AA7848'POST 500.00 ON ALA 99 AND MILE POST 375.50 ON U.S. 31) IN ATHENS,
 AA7848'DRIVE WEST ON ALA 99 FOR 3.35 MI (5.39 KM) TO MILE POST 503.35 = MILE
 AA7848'POST 2.20, CONTINUE NORTHWEST ON ALA 99 FOR 3.70 MI (5.95 KM) TO MILE
 AA7848'POST 5.90 AND ELK RIVER MILL ROAD (LIMESTONE COUNTY ROAD NO. 26) LEFT
 AA7848'AND RIGHT, TURN LEFT ON ELK RIVER MILL ROAD AND DRIVE SOUTHWEST AND
 AA7848'WEST FOR 5.00 MI (8.05 KM) TO CAIRO HOLLOW ROAD LEFT AND RIGHT, TURN
 AA7848'RIGHT ON CAIRO HOLLOW ROAD AND DRIVE NORTHEAST, NORTH, AND NORTHWEST
 AA7848'FOR 2.20 MI (3.54 KM) TO UPPER SNAKE ROAD ON THE LEFT, TURN LEFT ON
 AA7848'UPPER SNAKE ROAD AND DRIVE WEST FOR 1.45 MI (2.33 KM) TO THE STATION
 AA7848'ON THE RIGHT.
 AA7848' 
 AA7848'THE STATION IS 2.6 FT (0.8 M) SOUTH OF A FOUR FOOT HOG WIRE FENCE WITH
 AA7848'ONE STRAND OF BARBED WIRE ON RUSTY STEEL POSTS, 27.5 FT (8.4 M) NORTH
 AA7848'OF THE CENTER OF UPPER SNAKE ROAD, 108.4 FT (33.0 M) NORTHEAST OF A
 AA7848'CABLE POLE ACROSS THE ROAD, 109.5 FT (33.4 M) NORTHEAST OF THE
 AA7848'NORTHEAST CORNER OF AN UNUSED CHICKEN HOUSE ACROSS THE ROAD, 145.0 FT
 AA7848'(44.2 M) EAST OF THE SOUTHWEST CORNER OF THE FENCE, 3.0 FT (0.9 M)
 AA7848'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7848' 
 AA7848'STATION 42-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7849 ***********************************************************************
 AA7849  DESIGNATION -  42 31
 AA7849  PID         -  AA7849
 AA7849  STATE/COUNTY-  AL/LIMESTONE
 AA7849  USGS QUAD   -  UNION HILL (1972)
 AA7849
 AA7849                         *CURRENT SURVEY CONTROL
 AA7849  ___________________________________________________________________
 AA7849* NAD 83(1992)-  34 56 41.29693(N)    087 09 25.34281(W)     ADJUSTED  
 AA7849* NAVD 88     -       179.3    (meters)     588.     (feet)  VERTCON   
 AA7849  ___________________________________________________________________
 AA7849  X           -     259,602.420 (meters)                     COMP
 AA7849  Y           -  -5,227,619.227 (meters)                     COMP
 AA7849  Z           -   3,632,936.254 (meters)                     COMP
 AA7849  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 AA7849  ELLIP HEIGHT-         151.90  (meters)          (07/29/02) GPS OBS
 AA7849  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA7849
 AA7849  HORZ ORDER  -  FIRST
 AA7849  ELLP ORDER  -  FOURTH    CLASS I
 AA7849
 AA7849.The horizontal coordinates were established by GPS observations
 AA7849.and adjusted by the National Geodetic Survey in August 1995..
 AA7849
 AA7849.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7849
 AA7849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7849
 AA7849.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7849
 AA7849.The ellipsoidal height was determined by GPS observations
 AA7849.and is referenced to NAD 83.
 AA7849
 AA7849.The geoid height was determined by GEOID03.
 AA7849
 AA7849;                    North         East     Units Scale Factor Converg.
 AA7849;SPC AL W     -   548,373.281   631,327.206   MT  0.99994542   +0 11 47.2
 AA7849;UTM  16      - 3,866,933.400   485,660.248   MT  0.99960253   -0 05 23.8
 AA7849
 AA7849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7849!SPC AL W     -   0.99997616  x   0.99994542  =   0.99992158
 AA7849!UTM  16      -   0.99997616  x   0.99960253  =   0.99957870
 AA7849
 AA7849                          SUPERSEDED SURVEY CONTROL
 AA7849
 AA7849  ELLIP H (10/10/95)  151.96   (m)                       GP(       ) 4 2
 AA7849  NGVD 29 (08/31/95)  179.2    (m)          588.     (f) GPS OBS        
 AA7849
 AA7849.Superseded values are not recommended for survey control.
 AA7849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7849.See file dsdata.txt to determine how the superseded data were derived.
 AA7849
 AA7849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8566066933(NAD 83)
 AA7849_MARKER: DD = SURVEY DISK
 AA7849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7849_STAMPING: 42-31 1994
 AA7849_MARK LOGO: ALHD  
 AA7849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7849+STABILITY: SURFACE MOTION
 AA7849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7849+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7849
 AA7849  HISTORY     - Date     Condition        Report By
 AA7849  HISTORY     - 1994     MONUMENTED       ALHD
 AA7849  HISTORY     - 20050106 GOOD             ALHD
 AA7849
 AA7849                          STATION DESCRIPTION
 AA7849
 AA7849'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7849'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE NORTH RIGHT OF WAY
 AA7849'OF ALA 99, ABOUT 3.10 MI (4.99 KM) SOUTH OF LESTER AND ABOUT 14.35 MI
 AA7849'(23.09 KM) NORTHWEST OF ATHENS.
 AA7849' 
 AA7849'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 99 (MILE
 AA7849'POST 500.00 ON ALA 99 AND MILE POST 375.50 ON U.S. 31) IN ATHENS,
 AA7849'DRIVE WEST ON ALA 99 FOR 3.35 MI (5.39 KM) TO MILE POST 503.35 = MILE
 AA7849'POST 2.20, CONTINUE NORTHWEST ON ALA 99 FOR 13.45 MI (21.65 KM) TO
 AA7849'MILE POST 15.65 AND THE STATION ON THE RIGHT.
 AA7849' 
 AA7849'THE STATION IS 35.7 FT (10.9 M) NORTH OF THE CENTERLINE OF ALA 99,
 AA7849'75.2 FT (22.9 M) EAST OF CABLE POLE NO. 338, 147.2 FT (44.9 M)
 AA7849'EAST-NORTHEAST OF A FOLDING WATCH FOR ICE ON BRIDGE SIGN ACROSS THE
 AA7849'ROAD, 189.8 FT (57.9 M) WEST OF CABLE POLE NO. 337, 2.7 FT (0.8 M)
 AA7849'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7849' 
 AA7849'STATION 42-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7849
 AA7849                          STATION RECOVERY (2005)
 AA7849
 AA7849'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7849'STATION NOT RECOVERED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7850 ***********************************************************************
 AA7850  DESIGNATION -  42 32
 AA7850  PID         -  AA7850
 AA7850  STATE/COUNTY-  AL/LIMESTONE
 AA7850  USGS QUAD   -  UNION HILL (1972)
 AA7850
 AA7850                         *CURRENT SURVEY CONTROL
 AA7850  ___________________________________________________________________
 AA7850* NAD 83(1992)-  34 56 44.40113(N)    087 09 47.79956(W)     ADJUSTED  
 AA7850* NAVD 88     -       184.9    (meters)     607.     (feet)  VERTCON   
 AA7850  ___________________________________________________________________
 AA7850  X           -     259,030.786 (meters)                     COMP
 AA7850  Y           -  -5,227,597.333 (meters)                     COMP
 AA7850  Z           -   3,633,017.888 (meters)                     COMP
 AA7850  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 AA7850  ELLIP HEIGHT-         157.52  (meters)          (07/29/02) GPS OBS
 AA7850  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AA7850
 AA7850  HORZ ORDER  -  FIRST
 AA7850  ELLP ORDER  -  FOURTH    CLASS I
 AA7850
 AA7850.The horizontal coordinates were established by GPS observations
 AA7850.and adjusted by the National Geodetic Survey in August 1995..
 AA7850
 AA7850.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7850
 AA7850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7850
 AA7850.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7850
 AA7850.The ellipsoidal height was determined by GPS observations
 AA7850.and is referenced to NAD 83.
 AA7850
 AA7850.The geoid height was determined by GEOID03.
 AA7850
 AA7850;                    North         East     Units Scale Factor Converg.
 AA7850;SPC AL W     -   548,467.000   630,757.082   MT  0.99994499   +0 11 34.4
 AA7850;UTM  16      - 3,867,029.935   485,090.795   MT  0.99960274   -0 05 36.7
 AA7850
 AA7850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7850!SPC AL W     -   0.99997528  x   0.99994499  =   0.99992027
 AA7850!UTM  16      -   0.99997528  x   0.99960274  =   0.99957802
 AA7850
 AA7850                          SUPERSEDED SURVEY CONTROL
 AA7850
 AA7850  ELLIP H (10/10/95)  157.58   (m)                       GP(       ) 4 2
 AA7850  NGVD 29 (08/31/95)  184.9    (m)          607.     (f) GPS OBS        
 AA7850
 AA7850.Superseded values are not recommended for survey control.
 AA7850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7850.See file dsdata.txt to determine how the superseded data were derived.
 AA7850
 AA7850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8509167030(NAD 83)
 AA7850_MARKER: DD = SURVEY DISK
 AA7850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7850_STAMPING: 42-32 1994
 AA7850_MARK LOGO: ALHD  
 AA7850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7850+STABILITY: SURFACE MOTION
 AA7850_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7850+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7850
 AA7850  HISTORY     - Date     Condition        Report By
 AA7850  HISTORY     - 1994     MONUMENTED       ALHD
 AA7850  HISTORY     - 20050106 GOOD             ALHD
 AA7850
 AA7850                          STATION DESCRIPTION
 AA7850
 AA7850'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7850'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE NORTH RIGHT OF WAY
 AA7850'OF ALA 99, ABOUT 3.05 MI (4.91 KM) SOUTH OF LESTER AND ABOUT 14.60 MI
 AA7850'(23.50 KM) NORTHWEST OF ATHENS.
 AA7850' 
 AA7850'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 99 (MILE
 AA7850'POST 500.00 ON ALA 99 AND MILE POST 375.50 ON U.S. 31) IN ATHENS,
 AA7850'DRIVE WEST ON ALA 99 FOR 3.35 MI (5.39 KM) TO MILE POST 503.35 = MILE
 AA7850'POST 2.20, CONTINUE NORTHWEST ON ALA 99 FOR 13.75 MI (22.13 KM) TO
 AA7850'MILE POST 15.95 AND THE STATION ON THE RIGHT.
 AA7850' 
 AA7850'THE STATION IS 34.4 FT (10.5 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 AA7850'ALA 99, 92.0 FT (28.0 M) EAST-SOUTHEAST OF MILE POST 16, 195.4 FT
 AA7850'(59.6 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 342, 196.0 FT (59.7
 AA7850'M) SOUTHEAST OF A POWER POLE, 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE
 AA7850'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7850' 
 AA7850'STATION 42-31 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7850
 AA7850                          STATION RECOVERY (2005)
 AA7850
 AA7850'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7850'DISK IS GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7851 ***********************************************************************
 AA7851  DESIGNATION -  42 33
 AA7851  PID         -  AA7851
 AA7851  STATE/COUNTY-  AL/LIMESTONE
 AA7851  USGS QUAD   -  TANNER (1982)
 AA7851
 AA7851                         *CURRENT SURVEY CONTROL
 AA7851  ___________________________________________________________________
 AA7851* NAD 83(1992)-  34 37 42.93889(N)    086 55 47.31134(W)     ADJUSTED  
 AA7851* NAVD 88     -       174.7    (meters)     573.     (feet)  VERTCON   
 AA7851  ___________________________________________________________________
 AA7851  X           -     281,404.410 (meters)                     COMP
 AA7851  Y           -  -5,246,529.836 (meters)                     COMP
 AA7851  Z           -   3,604,122.797 (meters)                     COMP
 AA7851  LAPLACE CORR-          -5.18  (seconds)                    DEFLEC99
 AA7851  ELLIP HEIGHT-         147.01  (meters)          (07/29/02) GPS OBS
 AA7851  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 AA7851
 AA7851  HORZ ORDER  -  FIRST
 AA7851  ELLP ORDER  -  FOURTH    CLASS I
 AA7851
 AA7851.The horizontal coordinates were established by GPS observations
 AA7851.and adjusted by the National Geodetic Survey in August 1995..
 AA7851
 AA7851.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7851
 AA7851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7851
 AA7851.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7851
 AA7851.The ellipsoidal height was determined by GPS observations
 AA7851.and is referenced to NAD 83.
 AA7851
 AA7851.The geoid height was determined by GEOID03.
 AA7851
 AA7851;                    North         East     Units Scale Factor Converg.
 AA7851;SPC AL W     -   513,390.401   652,282.640   MT  0.99996701   +0 19 26.5
 AA7851;UTM  16      - 3,831,859.066   506,433.879   MT  0.99960051   +0 02 23.6
 AA7851
 AA7851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7851!SPC AL W     -   0.99997692  x   0.99996701  =   0.99994393
 AA7851!UTM  16      -   0.99997692  x   0.99960051  =   0.99957744
 AA7851
 AA7851                          SUPERSEDED SURVEY CONTROL
 AA7851
 AA7851  ELLIP H (10/10/95)  147.06   (m)                       GP(       ) 4 2
 AA7851  NGVD 29 (08/31/95)  174.7    (m)          573.     (f) GPS OBS        
 AA7851
 AA7851.Superseded values are not recommended for survey control.
 AA7851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7851.See file dsdata.txt to determine how the superseded data were derived.
 AA7851
 AA7851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0643431859(NAD 83)
 AA7851_MARKER: DD = SURVEY DISK
 AA7851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7851_STAMPING: 42-33 1994
 AA7851_MARK LOGO: ALHD  
 AA7851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7851+STABILITY: SURFACE MOTION
 AA7851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7851+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7851
 AA7851  HISTORY     - Date     Condition        Report By
 AA7851  HISTORY     - 1994     MONUMENTED       ALHD
 AA7851
 AA7851                          STATION DESCRIPTION
 AA7851
 AA7851'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7851'THE STATION IS IN LIMESTONE COUNTY ON THE NORTH RIGHT OF WAY OF ALT
 AA7851'U.S. 72 ABOUT 2.80 MI (4.51 KM) WEST OF MOORESVILLE AND ABOUT 12.10 MI
 AA7851'(19.47 KM) SOUTH OF ATHENS.
 AA7851' 
 AA7851'TO REACH THE STATION FROM EXIT 340 ON I-65, DRIVE WEST ON ALT U.S. 72
 AA7851'AND AL 20 FOR 1.60 MI (2.57 KM) TO MILEPOST 72.55 AND THE STATION ON
 AA7851'THE RIGHT AT AN ABANDONED GAS STATION.
 AA7851' 
 AA7851'THE STATION IS 26.0 FT (7.9 M) NORTH OF TELEPHONE CABLE PEDESTAL NO
 AA7851'SS, 70.5 FT (21.5 M) NORTHEAST OF THE CENTER OF THE EAST OF TWO PAVED
 AA7851'DRIVEWAYS LEADING INTO THE ABANDONED GAS STATION, 79.4 FT (24.2 M)
 AA7851'NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF ALT U.S. 72, 101.6
 AA7851'FT (31.0 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE ABANDONED
 AA7851'GAS STATION, 117.7 FT (35.9 M) EAST OF TELEPHONE CABLE PEDESTAL NO SS,
 AA7851'117.9 FT (35.9 M) EAST OF A POWER POLE, 165.7 FT (50.5 M) SOUTH OF A
 AA7851'SECURITY LIGHT POLE, 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST
 AA7851'AND SET FLUSH WITH THE GROUND.
 AA7851' 
 AA7851'STATION 42-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7852 ***********************************************************************
 AA7852  DESIGNATION -  42 34
 AA7852  PID         -  AA7852
 AA7852  STATE/COUNTY-  AL/LIMESTONE
 AA7852  USGS QUAD   -  TANNER (1982)
 AA7852
 AA7852                         *CURRENT SURVEY CONTROL
 AA7852  ___________________________________________________________________
 AA7852* NAD 83(1992)-  34 37 40.32066(N)    086 54 52.28970(W)     ADJUSTED  
 AA7852* NAVD 88     -       178.3    (meters)     585.     (feet)  GPS OBS   
 AA7852  ___________________________________________________________________
 AA7852  X           -     282,806.555 (meters)                     COMP
 AA7852  Y           -  -5,246,503.380 (meters)                     COMP
 AA7852  Z           -   3,604,058.492 (meters)                     COMP
 AA7852  LAPLACE CORR-          -5.42  (seconds)                    DEFLEC99
 AA7852  ELLIP HEIGHT-         150.68  (meters)          (08/29/05) GPS OBS
 AA7852  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AA7852
 AA7852  HORZ ORDER  -  A
 AA7852  ELLP ORDER  -  FOURTH    CLASS I
 AA7852
 AA7852.The horizontal coordinates were established by GPS observations
 AA7852.and adjusted by the National Geodetic Survey in August 2005..
 AA7852
 AA7852.The orthometric height was determined by GPS observations and a
 AA7852.high-resolution geoid model.
 AA7852
 AA7852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7852
 AA7852.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7852
 AA7852.The ellipsoidal height was determined by GPS observations
 AA7852.and is referenced to NAD 83.
 AA7852
 AA7852.The geoid height was determined by GEOID03.
 AA7852
 AA7852;                    North         East     Units Scale Factor Converg.
 AA7852;SPC AL W     -   513,317.756   653,684.544   MT  0.99996884   +0 19 57.7
 AA7852;UTM  16      - 3,831,779.499   507,834.891   MT  0.99960076   +0 02 54.9
 AA7852
 AA7852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7852!SPC AL W     -   0.99997635  x   0.99996884  =   0.99994519
 AA7852!UTM  16      -   0.99997635  x   0.99960076  =   0.99957712
 AA7852
 AA7852                          SUPERSEDED SURVEY CONTROL
 AA7852
 AA7852  ELLIP H (07/29/02)  150.63   (m)                       GP(       ) 4 1
 AA7852  ELLIP H (10/10/95)  150.69   (m)                       GP(       ) 4 2
 AA7852  NAD 83(1992)-  34 37 40.32082(N)    086 54 52.29015(W) AD(       ) 1
 AA7852  NGVD 29 (08/31/95)  178.3    (m)          585.     (f) GPS OBS        
 AA7852
 AA7852.Superseded values are not recommended for survey control.
 AA7852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7852.See file dsdata.txt to determine how the superseded data were derived.
 AA7852
 AA7852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0783531779(NAD 83)
 AA7852_MARKER: DD = SURVEY DISK
 AA7852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7852_STAMPING: 42-34 1994
 AA7852_MARK LOGO: ALHD  
 AA7852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7852+STABILITY: SURFACE MOTION
 AA7852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7852+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA7852
 AA7852  HISTORY     - Date     Condition        Report By
 AA7852  HISTORY     - 1994     MONUMENTED       ALHD
 AA7852  HISTORY     - 20040329 GOOD             ALHD
 AA7852  HISTORY     - 20040624 GOOD             LOCSUR
 AA7852
 AA7852                          STATION DESCRIPTION
 AA7852
 AA7852'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7852'THE STATION IS IN LIMESTONE COUNTY ON THE SOUTH RIGHT OF WAY OF ALT
 AA7852'U.S. 72 ABOUT 1.95 MI (3.14 KM) WEST OF MOORESVILLE AND ABOUT 12.40 MI
 AA7852'(19.96 KM) SOUTH OF ATHENS.
 AA7852' 
 AA7852'TO REACH THE STATION FROM EXIT 340 ON I-65, DRIVE WEST ON ALT U.S. 72
 AA7852'AND AL 20 FOR 0.75 MI (1.21 KM) TO MILEPOST 73.40 AND THE STATION ON
 AA7852'THE LEFT NEARBY A TEXACO FOOD MART AND GAS STATION.
 AA7852' 
 AA7852'THE STATION IS 13.8 FT (4.2 M) EAST OF TELEPHONE CABLE PEDESTAL NO
 AA7852'P40, 14.2 FT (4.3 M) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 51.0
 AA7852'FT (15.5 M) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF ALT
 AA7852'U.S. 72, 82.1 FT (25.0 M) EAST OF TELEPHONE CABLE PEDESTAL NO P381,
 AA7852'84.9 FT (25.9 M) EAST OF A HIGHWAY 20 EAST / MITCHELL ROAD STREET
 AA7852'SIGN, 86.3 FT (26.3 M) EAST OF A STOP SIGN, 99.4 FT (30.3 M) EAST OF
 AA7852'THE CENTER OF MITCHELL ROAD, 118.4 FT (36.1 M) EAST OF A FIRE HYDRANT
 AA7852'ACROSS MITCHELL ROAD, 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST
 AA7852'AND SET FLUSH WITH THE GROUND.
 AA7852' 
 AA7852'STATION 42-33 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7852
 AA7852                          STATION RECOVERY (2004)
 AA7852
 AA7852'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7852'RECOVERED IN GOOD CONDITION.
 AA7852
 AA7852                          STATION RECOVERY (2004)
 AA7852
 AA7852'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RC)
 AA7852'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1774 ***********************************************************************
 EF1774  DESIGNATION -  42 4
 EF1774  PID         -  EF1774
 EF1774  STATE/COUNTY-  AL/LIMESTONE
 EF1774  USGS QUAD   -  SALEM (1948)
 EF1774
 EF1774                         *CURRENT SURVEY CONTROL
 EF1774  ___________________________________________________________________
 EF1774* NAD 83(1992)-  34 59 37.99068(N)    087 05 26.54616(W)     ADJUSTED  
 EF1774* NAVD 88     -       184.7    (meters)     606.     (feet)  VERTCON   
 EF1774  ___________________________________________________________________
 EF1774  X           -     265,496.176 (meters)                     COMP
 EF1774  Y           -  -5,224,202.611 (meters)                     COMP
 EF1774  Z           -   3,637,401.411 (meters)                     COMP
 EF1774  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 EF1774  ELLIP HEIGHT-         157.14  (meters)          (07/29/02) GPS OBS
 EF1774  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EF1774
 EF1774  HORZ ORDER  -  FIRST
 EF1774  ELLP ORDER  -  FOURTH    CLASS I
 EF1774
 EF1774.The horizontal coordinates were established by GPS observations
 EF1774.and adjusted by the National Geodetic Survey in December 1992..
 EF1774
 EF1774.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1774
 EF1774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1774
 EF1774.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1774
 EF1774.The ellipsoidal height was determined by GPS observations
 EF1774.and is referenced to NAD 83.
 EF1774
 EF1774.The geoid height was determined by GEOID03.
 EF1774
 EF1774;                    North         East     Units Scale Factor Converg.
 EF1774;SPC AL W     -   553,840.862   637,363.982   MT  0.99995053   +0 14 05.0
 EF1774;UTM  16      - 3,872,368.836   491,722.195   MT  0.99960084   -0 03 07.3
 EF1774
 EF1774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1774!SPC AL W     -   0.99997533  x   0.99995053  =   0.99992587
 EF1774!UTM  16      -   0.99997533  x   0.99960084  =   0.99957618
 EF1774
 EF1774:                Primary Azimuth Mark                     Grid Az
 EF1774:SPC AL W     -  42 3                                     167 33 56.4
 EF1774:UTM  16      -  42 3                                     167 51 08.7
 EF1774
 EF1774|---------------------------------------------------------------------|
 EF1774| PID    Reference Object                     Distance      Geod. Az  |
 EF1774|                                                           dddmmss.s |
 EF1774| EF1773 42 3                                APPROX. 0.5 KM 1674801.4 |
 EF1774|---------------------------------------------------------------------|
 EF1774
 EF1774                          SUPERSEDED SURVEY CONTROL
 EF1774
 EF1774  ELLIP H (12/04/92)  157.21   (m)                       GP(       ) 4 1
 EF1774  NAD 83(1992)-  34 59 37.99432(N)    087 05 26.54463(W) AD(       ) 1
 EF1774  NGVD 29 (12/04/92)  184.7    (m)          606.     (f) GPS OBS        
 EF1774
 EF1774.Superseded values are not recommended for survey control.
 EF1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1774.See file dsdata.txt to determine how the superseded data were derived.
 EF1774
 EF1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9172272369(NAD 83)
 EF1774_MARKER: DD = SURVEY DISK
 EF1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1774_SP_SET: CONCRETE POST
 EF1774_STAMPING: 42-4 1991
 EF1774_MARK LOGO: ALHD  
 EF1774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1774+STABILITY: SURFACE MOTION
 EF1774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1774+SATELLITE: SATELLITE OBSERVATIONS - February 04, 1992
 EF1774
 EF1774  HISTORY     - Date     Condition        Report By
 EF1774  HISTORY     - 1991     MONUMENTED       ALHD
 EF1774  HISTORY     - 19920204 GOOD
 EF1774
 EF1774                          STATION DESCRIPTION
 EF1774
 EF1774'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1774'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 EF1774'A PAVED COUNTY ROAD, ABOUT 3.50 MI (5.63 KM) EAST OF LESTER AND ABOUT
 EF1774'8.10 MI (13.04 KM) NORTHWEST OF ELKMONT.
 EF1774'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 EF1774'373.10 ON U.S. 31) IN ATHENS, DRIVE NORTH ON U.S. 31 FOR 2.40 MI
 EF1774'(3.86 KM) TO MILE POST 375.50 AND ALA 99 ON THE LEFT, TURN LEFT ON
 EF1774'ALA 99 AND DRIVE WEST AND NORTHWEST FOR 11.15 MI (17.94 KM) TO MILE
 EF1774'POST 9.85 AND A PAVED COUNTY ROAD ON THE RIGHT NEAR THE NORTH END OF
 EF1774'THE ELK RIVER BRIDGE, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 EF1774'EAST FOR 0.15 MI (0.24 KM) TO A Y-INTERSECTION WITH FISH HATCHERY
 EF1774'ROAD RIGHT AND CABBAGE RIDGE ROAD LEFT, BEAR LEFT ON CABBAGE RIDGE
 EF1774'ROAD AND DRIVE NORTH FOR 2.75 MI (4.43 KM) TO A PAVED CROSS ROAD AT A
 EF1774'STOP SIGN, CONTINUE NORTH AND NORTHEAST ON RED HILL HOLLOW ROAD FOR
 EF1774'1.05 MI (1.69 KM) TO A T-INTERSECTION WITH A PAVED COUNTY ROAD, TURN
 EF1774'LEFT ON THE PAVED COUNTY ROAD AND DRIVE WEST AND NORTHWEST FOR 3.15
 EF1774'MI (5.07 KM) TO A CROSS ROAD (GARDNER HOLLOW ROAD) WITH A PAVED ROAD
 EF1774'LEFT AND GRAVEL ROADS AHEAD AND TO THE RIGHT, CONTINUE NORTH ON THE
 EF1774'GRAVEL ROAD FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.
 EF1774'THE STATION IS 23.0 FT (7.0 M) WEST OF THE CENTER OF THE GRAVEL ROAD,
 EF1774'122.0 FT (37.2 M) SOUTH-SOUTHEAST OF A YELLOW AND BLACK SIGN AT THE
 EF1774'SOUTHEAST CORNER OF A 21 FOOT (6.4 M) WOOD BRIDGE, 1.9 FT (0.6 M)
 EF1774'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1774'STATION 42-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1774
 EF1774                          STATION RECOVERY (1992)
 EF1774
 EF1774'RECOVERED 1992
 EF1774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1775 ***********************************************************************
 EF1775  DESIGNATION -  42 5
 EF1775  PID         -  EF1775
 EF1775  STATE/COUNTY-  AL/LIMESTONE
 EF1775  USGS QUAD   -  ELKMONT (1974)
 EF1775
 EF1775                         *CURRENT SURVEY CONTROL
 EF1775  ___________________________________________________________________
 EF1775* NAD 83(1992)-  34 59 28.80001(N)    086 59 21.31895(W)     ADJUSTED  
 EF1775* NAVD 88     -       205.0    (meters)     673.     (feet)  VERTCON   
 EF1775  ___________________________________________________________________
 EF1775  X           -     274,755.491 (meters)                     COMP
 EF1775  Y           -  -5,223,902.838 (meters)                     COMP
 EF1775  Z           -   3,637,180.819 (meters)                     COMP
 EF1775  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 EF1775  ELLIP HEIGHT-         177.09  (meters)          (07/29/02) GPS OBS
 EF1775  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EF1775
 EF1775  HORZ ORDER  -  FIRST
 EF1775  ELLP ORDER  -  FOURTH    CLASS I
 EF1775
 EF1775.The horizontal coordinates were established by GPS observations
 EF1775.and adjusted by the National Geodetic Survey in December 1992..
 EF1775
 EF1775.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1775
 EF1775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1775
 EF1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1775
 EF1775.The ellipsoidal height was determined by GPS observations
 EF1775.and is referenced to NAD 83.
 EF1775
 EF1775.The geoid height was determined by GEOID03.
 EF1775
 EF1775;                    North         East     Units Scale Factor Converg.
 EF1775;SPC AL W     -   553,600.296   646,626.972   MT  0.99996012   +0 17 34.4
 EF1775;UTM  16      - 3,872,082.018   500,980.578   MT  0.99960001   +0 00 22.2
 EF1775
 EF1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1775!SPC AL W     -   0.99997220  x   0.99996012  =   0.99993232
 EF1775!UTM  16      -   0.99997220  x   0.99960001  =   0.99957222
 EF1775
 EF1775|---------------------------------------------------------------------|
 EF1775| PID    Reference Object                     Distance      Geod. Az  |
 EF1775|                                                           dddmmss.s |
 EF1775| EF1776 42 6                                380.737 METERS 01422     |
 EF1775|---------------------------------------------------------------------|
 EF1775
 EF1775                          SUPERSEDED SURVEY CONTROL
 EF1775
 EF1775  ELLIP H (12/04/92)  177.17   (m)                       GP(       ) 4 1
 EF1775  NAD 83(1992)-  34 59 28.80381(N)    086 59 21.31738(W) AD(       ) 1
 EF1775  NGVD 29 (12/04/92)  204.9    (m)          672.     (f) GPS OBS        
 EF1775
 EF1775.Superseded values are not recommended for survey control.
 EF1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1775.See file dsdata.txt to determine how the superseded data were derived.
 EF1775
 EF1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0098172082(NAD 83)
 EF1775_MARKER: DD = SURVEY DISK
 EF1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1775_SP_SET: CONCRETE POST
 EF1775_STAMPING: 42-5 1991
 EF1775_MARK LOGO: ALHD  
 EF1775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1775+STABILITY: SURFACE MOTION
 EF1775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1775+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 EF1775
 EF1775  HISTORY     - Date     Condition        Report By
 EF1775  HISTORY     - 1991     MONUMENTED       ALHD
 EF1775  HISTORY     - 19920130 GOOD
 EF1775  HISTORY     - 20040329 GOOD             ALHD
 EF1775
 EF1775                          STATION DESCRIPTION
 EF1775
 EF1775'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1775'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 EF1775'VETO ROAD, ABOUT 4.30 MI (6.92 KM) NORTH-NORTHWEST OF ELKMONT AND
 EF1775'ABOUT 7.95 MI (12.79 KM) WEST OF ARDMORE.
 EF1775'TO REACH THE STATION FROM EXIT 361 ON I-65, DRIVE WEST ON SANDLIN ROAD
 EF1775'FOR 3.80 MI (6.12 KM) TO A SHARP CURVE TO THE RIGHT, BEAR RIGHT
 EF1775'AROUND THE CURVE AND DRIVE NORTH FOR 0.45 MI (0.72 KM) TO A
 EF1775'Y-INTERSECTION AT A STOP SIGN IN ELKMONT, BEAR RIGHT AND DRIVE NORTH
 EF1775'FOR 0.20 MI (0.32 KM) TO A Y-INTERSECTION, BEAR LEFT ON VETO ROAD AND
 EF1775'DRIVE NORTH FOR 5.00 MI (8.05 KM) TO THE STATION ON THE RIGHT.
 EF1775'THE STATION IS LOCATED NEAR THE NORTH END OF AN OLD CATTLE GAP IN A
 EF1775'FENCE, 3.1 FT (0.9 M) WEST OF A THREE STRAND BARBED WIRE FENCE ON OLD
 EF1775'WOOD POSTS, 3.5 FT (1.1 M) NORTHWEST OF THE NORTH POST OF AN OLD
 EF1775'CATTLE GAP, 11.7 FT (3.6 M) EAST OF THE NORTH END OF A 24-INCH
 EF1775'CONCRETE PIPE UNDER A FIELD ROAD, 16.9 FT (5.2 M) NORTH OF THE SOUTH
 EF1775'POST OF THE OLD CATTLE GAP, 33.0 FT (10.1 M) EAST OF THE CENTER OF
 EF1775'VETO ROAD, 3.0 FT (0.9 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST,
 EF1775'AND SET FLUSH WITH THE GROUND.
 EF1775'STATION 42-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1775
 EF1775                          STATION RECOVERY (1992)
 EF1775
 EF1775'RECOVERED 1992
 EF1775'RECOVERED IN GOOD CONDITION.
 EF1775
 EF1775                          STATION RECOVERY (2004)
 EF1775
 EF1775'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1776 ***********************************************************************
 EF1776  DESIGNATION -  42 6
 EF1776  PID         -  EF1776
 EF1776  STATE/COUNTY-  AL/LIMESTONE
 EF1776  USGS QUAD   -  ELKMONT (1974)
 EF1776
 EF1776                         *CURRENT SURVEY CONTROL
 EF1776  ___________________________________________________________________
 EF1776* NAD 83(1992)-  34 59 40.76887(N)    086 59 17.59544(W)     ADJUSTED  
 EF1776* NAVD 88     -       200.68   (meters)     658.4    (feet)  N HEIGHT  
 EF1776  ___________________________________________________________________
 EF1776  X           -     274,838.508 (meters)                     COMP
 EF1776  Y           -  -5,223,683.386 (meters)                     COMP
 EF1776  Z           -   3,637,480.708 (meters)                     COMP
 EF1776  LAPLACE CORR-          -1.75  (seconds)                    DEFLEC99
 EF1776  ELLIP HEIGHT-         173.11  (meters)          (08/29/05) GPS OBS
 EF1776  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EF1776  DYNAMIC HT  -         200.49  (meters)     657.8   (feet)  COMP
 EF1776  MODELED GRAV-     979,680.4   (mgal)                       NAVD 88
 EF1776
 EF1776  HORZ ORDER  -  A
 EF1776  VERT ORDER  -  THIRD
 EF1776  ELLP ORDER  -  FOURTH    CLASS I
 EF1776
 EF1776.The horizontal coordinates were established by GPS observations
 EF1776.and adjusted by the National Geodetic Survey in August 2005..
 EF1776
 EF1776.The orthometric height was determined by differential leveling
 EF1776.and adjusted by the National Geodetic Survey in July 1998..
 EF1776.The height was determined by precise leveling from only one NSRS
 EF1776.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EF1776.allowed ONLY to validate the GPS-derived height.
 EF1776
 EF1776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1776
 EF1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1776
 EF1776.The ellipsoidal height was determined by GPS observations
 EF1776.and is referenced to NAD 83.
 EF1776
 EF1776.The geoid height was determined by GEOID03.
 EF1776
 EF1776.The dynamic height is computed by dividing the NAVD 88
 EF1776.geopotential number by the normal gravity value computed on the
 EF1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1776.degrees latitude (g = 980.6199 gals.).
 EF1776
 EF1776.The modeled gravity was interpolated from observed gravity values.
 EF1776
 EF1776;                    North         East     Units Scale Factor Converg.
 EF1776;SPC AL W     -   553,969.601   646,719.508   MT  0.99996022   +0 17 36.6
 EF1776;UTM  16      - 3,872,450.723   501,074.927   MT  0.99960001   +0 00 24.3
 EF1776
 EF1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1776!SPC AL W     -   0.99997283  x   0.99996022  =   0.99993305
 EF1776!UTM  16      -   0.99997283  x   0.99960001  =   0.99957285
 EF1776
 EF1776|---------------------------------------------------------------------|
 EF1776| PID    Reference Object                     Distance      Geod. Az  |
 EF1776|                                                           dddmmss.s |
 EF1776| EF1775 42 5                                380.737 METERS 19422     |
 EF1776|---------------------------------------------------------------------|
 EF1776
 EF1776                          SUPERSEDED SURVEY CONTROL
 EF1776
 EF1776  ELLIP H (07/29/02)  173.01   (m)                       GP(       ) 4 1
 EF1776  NAD 83(1992)-  34 59 40.76966(N)    086 59 17.59420(W) AD(       ) 1
 EF1776  ELLIP H (12/04/92)  173.08   (m)                       GP(       ) 4 1
 EF1776  NAD 83(1992)-  34 59 40.77346(N)    086 59 17.59264(W) AD(       ) 1
 EF1776  NGVD 29 (??/??/??)  200.63   (m)          658.2    (f) N HEIGHT    3  
 EF1776
 EF1776.Superseded values are not recommended for survey control.
 EF1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1776.See file dsdata.txt to determine how the superseded data were derived.
 EF1776
 EF1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0107572451(NAD 83)
 EF1776_MARKER: DD = SURVEY DISK
 EF1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1776_SP_SET: CONCRETE POST
 EF1776_STAMPING: 42-6 1991
 EF1776_MARK LOGO: ALHD  
 EF1776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1776+STABILITY: SURFACE MOTION
 EF1776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1776+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 EF1776
 EF1776  HISTORY     - Date     Condition        Report By
 EF1776  HISTORY     - 1991     MONUMENTED       ALHD
 EF1776  HISTORY     - 19911119 GOOD             ALHD
 EF1776  HISTORY     - 19920204 GOOD
 EF1776  HISTORY     - 19941117 GOOD             ALHD
 EF1776  HISTORY     - 20040329 GOOD             ALHD
 EF1776  HISTORY     - 20040624 GOOD             LOCSUR
 EF1776
 EF1776                          STATION DESCRIPTION
 EF1776
 EF1776'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1776'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 EF1776'VETO ROAD, ABOUT 4.50 MI (7.24 KM) NORTH-NORTHWEST OF ELKMONT AND
 EF1776'ABOUT 7.90 MI (12.71 KM) WEST OF ARDMORE.
 EF1776'TO REACH THE STATION FROM EXIT 361 ON I-65, DRIVE WEST ON SANDLIN ROAD
 EF1776'FOR 3.80 MI (6.12 KM) TO A SHARP CURVE TO THE RIGHT, BEAR RIGHT
 EF1776'AROUND THE CURVE AND DRIVE NORTH FOR 0.45 MI (0.72 KM) TO A
 EF1776'Y-INTERSECTION AT A STOP SIGN IN ELKMONT, BEAR RIGHT AND DRIVE NORTH
 EF1776'FOR 0.20 MI (0.32 KM) TO A Y-INTERSECTION, BEAR LEFT ON VETO ROAD AND
 EF1776'DRIVE NORTH FOR 5.25 MI (8.45 KM) TO THE STATION ON THE RIGHT.
 EF1776'THE STATION IS 22.0 FT (6.7 M) SOUTH OF THE CENTER OF THE STATE LINE
 EF1776'ROAD, 33.2 FT (10.1 M) EAST OF TELEPHONE CABLE PEDESTAL NO. P 7, 43.4
 EF1776'FT (13.2 M) NORTHEAST OF A JUNCTION POWER POLE, 44.8 FT (13.7 M)
 EF1776'WEST-NORTHWEST OF A JUNCTION POWER POLE, 58.0 FT (17.7 M) EAST OF THE
 EF1776'CENTER OF VETO ROAD, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS
 EF1776'POST, AND SET FLUSH WITH THE GROUND.
 EF1776'STATION 42-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1776
 EF1776                          STATION RECOVERY (1991)
 EF1776
 EF1776'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991 (JLD)
 EF1776'RECOVERED AS DESCRIBED.
 EF1776
 EF1776                          STATION RECOVERY (1992)
 EF1776
 EF1776'RECOVERED 1992
 EF1776'RECOVERED IN GOOD CONDITION.
 EF1776
 EF1776                          STATION RECOVERY (1994)
 EF1776
 EF1776'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 EF1776'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 EF1776'VETO ROAD, ABOUT 4.50 MI (7.24 KM) NORTH-NORTHWEST OF ELKMONT AND
 EF1776'ABOUT 7.90 MI (12.71 KM) WEST OF ARDMORE.
 EF1776' 
 EF1776'TO REACH THE STATION FROM EXIT 361 ON I-65, DRIVE WEST ON SANDLIN ROAD
 EF1776'FOR 3.80 MI (6.12 KM) TO A SHARP CURVE TO THE RIGHT, BEAR RIGHT AROUND
 EF1776'THE CURVE AND DRIVE NORTH FOR 0.45 MI (0.72 KM) TO A Y-INTERSECTION AT
 EF1776'A STOP SIGN IN ELKMONT, BEAR RIGHT AND DRIVE NORTH FOR 0.20 MI (0.32
 EF1776'KM) TO A Y-INTERSECTION, BEAR LEFT ON VETO ROAD AND DRIVE NORTH FOR
 EF1776'5.25 MI (8.45 KM) TO THE STATION ON THE RIGHT.
 EF1776' 
 EF1776'THE STATION IS 22.0 FT (6.7 M) SOUTH OF THE CENTER OF THE STATE LINE
 EF1776'ROAD, 33.2 FT (10.1 M) EAST OF TELEPHONE CABLE PEDESTAL NO. P 7, 43.4
 EF1776'FT (13.2 M) NORTHEAST OF A JUNCTION POWER POLE, 44.8 FT (13.7 M)
 EF1776'WEST-NORTHWEST OF A JUNCTION POWER POLE, 58.0 FT (17.7 M) EAST OF THE
 EF1776'CENTER OF VETO ROAD, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST,
 EF1776'AND SET FLUSH WITH THE GROUND.
 EF1776' 
 EF1776'STATION 42-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1776
 EF1776                          STATION RECOVERY (2004)
 EF1776
 EF1776'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1776'RECOVERED IN GOOD CONDITION.
 EF1776
 EF1776                          STATION RECOVERY (2004)
 EF1776
 EF1776'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (COO)
 EF1776'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7825 ***********************************************************************
 AA7825  DESIGNATION -  42 7
 AA7825  PID         -  AA7825
 AA7825  STATE/COUNTY-  AL/LIMESTONE
 AA7825  USGS QUAD   -  CAIRO (1950)
 AA7825
 AA7825                         *CURRENT SURVEY CONTROL
 AA7825  ___________________________________________________________________
 AA7825* NAD 83(1992)-  34 46 33.15752(N)    087 09 38.10334(W)     ADJUSTED  
 AA7825* NAVD 88     -       200.7    (meters)     658.     (feet)  VERTCON   
 AA7825  ___________________________________________________________________
 AA7825  X           -     259,810.530 (meters)                     COMP
 AA7825  Y           -  -5,238,351.820 (meters)                     COMP
 AA7825  Z           -   3,617,570.787 (meters)                     COMP
 AA7825  LAPLACE CORR-          -3.11  (seconds)                    DEFLEC99
 AA7825  ELLIP HEIGHT-         173.58  (meters)          (07/29/02) GPS OBS
 AA7825  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AA7825
 AA7825  HORZ ORDER  -  FIRST
 AA7825  ELLP ORDER  -  FOURTH    CLASS I
 AA7825
 AA7825.The horizontal coordinates were established by GPS observations
 AA7825.and adjusted by the National Geodetic Survey in August 1995..
 AA7825
 AA7825.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7825.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7825
 AA7825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7825
 AA7825.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7825
 AA7825.The ellipsoidal height was determined by GPS observations
 AA7825.and is referenced to NAD 83.
 AA7825
 AA7825.The geoid height was determined by GEOID03.
 AA7825
 AA7825;                    North         East     Units Scale Factor Converg.
 AA7825;SPC AL W     -   529,632.816   631,066.881   MT  0.99994522   +0 11 36.9
 AA7825;UTM  16      - 3,848,200.889   485,306.571   MT  0.99960266   -0 05 29.7
 AA7825
 AA7825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7825!SPC AL W     -   0.99997275  x   0.99994522  =   0.99991798
 AA7825!UTM  16      -   0.99997275  x   0.99960266  =   0.99957542
 AA7825
 AA7825:                Primary Azimuth Mark                     Grid Az
 AA7825:SPC AL W     -  42 8                                     002 21 32.2
 AA7825:UTM  16      -  42 8                                     002 38 38.8
 AA7825
 AA7825|---------------------------------------------------------------------|
 AA7825| PID    Reference Object                     Distance      Geod. Az  |
 AA7825|                                                           dddmmss.s |
 AA7825| AA7826 42 8                                APPROX. 0.6 KM 0023309.1 |
 AA7825|---------------------------------------------------------------------|
 AA7825
 AA7825                          SUPERSEDED SURVEY CONTROL
 AA7825
 AA7825  ELLIP H (10/10/95)  173.64   (m)                       GP(       ) 4 2
 AA7825  NGVD 29 (08/31/95)  200.7    (m)          658.     (f) GPS OBS        
 AA7825
 AA7825.Superseded values are not recommended for survey control.
 AA7825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7825.See file dsdata.txt to determine how the superseded data were derived.
 AA7825
 AA7825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8530748201(NAD 83)
 AA7825_MARKER: DD = SURVEY DISK
 AA7825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7825_STAMPING: 42-7 1994
 AA7825_MARK LOGO: ALHD  
 AA7825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7825+STABILITY: SURFACE MOTION
 AA7825_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7825+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7825
 AA7825  HISTORY     - Date     Condition        Report By
 AA7825  HISTORY     - 1994     MONUMENTED       ALHD
 AA7825  HISTORY     - 20050106 GOOD             ALHD
 AA7825
 AA7825                          STATION DESCRIPTION
 AA7825
 AA7825'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7825'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 AA7825'FRIEND ROAD, ABOUT 2.45 MI (3.94 KM) SOUTHWEST OF POPLAR CREEK AND
 AA7825'ABOUT 10.85 MI (17.46 KM) WEST-SOUTHWEST OF ATHENS.
 AA7825' 
 AA7825'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7825'76.00 ON U.S. 72 AND MILE POST 373.15 ON U.S. 31) IN ATHENS, DRIVE
 AA7825'WEST ON U.S. 72 FOR 11.45 MI (18.43 KM) TO MILE POST 64.55 AND LOG
 AA7825'CABIN ROAD ON THE LEFT AT THE LOG CABIN GROCERY, TURN LEFT ON LOG
 AA7825'CABIN ROAD AND DRIVE SOUTH FOR 0.60 MI (0.97 KM) TO A T-INTERSECTION
 AA7825'WITH A PAVED COUNTY ROAD LEFT AND RIGHT, TURN RIGHT ON THE PAVED
 AA7825'COUNTY ROAD AND DRIVE WEST FOR 0.15 MI (0.24 KM) TO FIELDING ROAD ON
 AA7825'THE LEFT, TURN LEFT ON FIELDING ROAD AND DRIVE SOUTH FOR 1.05 MI (1.69
 AA7825'KM) TO A PAVED CROSS ROAD, CONTINUE SOUTH ON FRIEND ROAD FOR 0.10 MI
 AA7825'(0.16 KM) TO THE STATION ON THE RIGHT.
 AA7825' 
 AA7825'THE STATION IS 3.1 FT (0.9 M) EAST OF A TWO STRAND ELECTRIC FENCE ON
 AA7825'WHITE TOP, GREEN STEEL POSTS, 17.9 FT (5.5 M) WEST-NORTHWEST OF DAVID
 AA7825'AND JENNIFER PHILLIPS 14910 MAIL BOX POST, 31.5 FT (9.6 M) WEST OF THE
 AA7825'CENTER OF FRIEND ROAD, 40.8 FT (12.4 M) NORTH OF A TREATED WOOD POST
 AA7825'IN THE FENCE LINE, 82.5 FT (25.1 M) SOUTH OF A TREATED WOOD POST IN
 AA7825'THE FENCE LINE, 88.7 FT (27.0 M) NORTH OF TELEPHONE CABLE PEDESTAL NO.
 AA7825'23 E 25 S 2, 102.7 FT (31.3 M) NORTH OF POWER POLE NO. PC 254 15 WITH
 AA7825'TWO TRANSFORMERS, 110.0 FT (33.5 M) NORTH OF THE NORTH POST OF A GAP
 AA7825'IN THE FENCE LINE, 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST,
 AA7825'AND SET FLUSH WITH THE GROUND.
 AA7825' 
 AA7825'STATION 42-8 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7825
 AA7825                          STATION RECOVERY (2005)
 AA7825
 AA7825'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7825'DISK IS GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7826 ***********************************************************************
 AA7826  DESIGNATION -  42 8
 AA7826  PID         -  AA7826
 AA7826  STATE/COUNTY-  AL/LIMESTONE
 AA7826  USGS QUAD   -  CAIRO (1950)
 AA7826
 AA7826                         *CURRENT SURVEY CONTROL
 AA7826  ___________________________________________________________________
 AA7826* NAD 83(1992)-  34 46 51.35150(N)    087 09 37.12030(W)     ADJUSTED  
 AA7826* NAVD 88     -       192.0    (meters)     630.     (feet)  VERTCON   
 AA7826  ___________________________________________________________________
 AA7826  X           -     259,819.295 (meters)                     COMP
 AA7826  Y           -  -5,238,023.968 (meters)                     COMP
 AA7826  Z           -   3,618,026.303 (meters)                     COMP
 AA7826  LAPLACE CORR-          -3.07  (seconds)                    DEFLEC99
 AA7826  ELLIP HEIGHT-         164.81  (meters)          (07/29/02) GPS OBS
 AA7826  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AA7826
 AA7826  HORZ ORDER  -  FIRST
 AA7826  ELLP ORDER  -  FOURTH    CLASS I
 AA7826
 AA7826.The horizontal coordinates were established by GPS observations
 AA7826.and adjusted by the National Geodetic Survey in August 1995..
 AA7826
 AA7826.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7826.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7826
 AA7826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7826
 AA7826.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7826
 AA7826.The ellipsoidal height was determined by GPS observations
 AA7826.and is referenced to NAD 83.
 AA7826
 AA7826.The geoid height was determined by GEOID03.
 AA7826
 AA7826;                    North         East     Units Scale Factor Converg.
 AA7826;SPC AL W     -   530,193.527   631,089.979   MT  0.99994524   +0 11 37.6
 AA7826;UTM  16      - 3,848,761.286   485,332.451   MT  0.99960265   -0 05 29.2
 AA7826
 AA7826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7826!SPC AL W     -   0.99997413  x   0.99994524  =   0.99991937
 AA7826!UTM  16      -   0.99997413  x   0.99960265  =   0.99957679
 AA7826
 AA7826:                Primary Azimuth Mark                     Grid Az
 AA7826:SPC AL W     -  42 7                                     182 21 32.1
 AA7826:UTM  16      -  42 7                                     182 38 38.9
 AA7826
 AA7826|---------------------------------------------------------------------|
 AA7826| PID    Reference Object                     Distance      Geod. Az  |
 AA7826|                                                           dddmmss.s |
 AA7826| AA7825 42 7                                APPROX. 0.6 KM 1823309.7 |
 AA7826|---------------------------------------------------------------------|
 AA7826
 AA7826                          SUPERSEDED SURVEY CONTROL
 AA7826
 AA7826  ELLIP H (10/10/95)  164.87   (m)                       GP(       ) 4 2
 AA7826  NGVD 29 (08/31/95)  191.9    (m)          630.     (f) GPS OBS        
 AA7826
 AA7826.Superseded values are not recommended for survey control.
 AA7826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7826.See file dsdata.txt to determine how the superseded data were derived.
 AA7826
 AA7826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8533248761(NAD 83)
 AA7826_MARKER: DD = SURVEY DISK
 AA7826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7826_STAMPING: 42-8 1994
 AA7826_MARK LOGO: ALHD  
 AA7826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7826+STABILITY: SURFACE MOTION
 AA7826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7826+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7826
 AA7826  HISTORY     - Date     Condition        Report By
 AA7826  HISTORY     - 1994     MONUMENTED       ALHD
 AA7826  HISTORY     - 20050106 GOOD             ALHD
 AA7826
 AA7826                          STATION DESCRIPTION
 AA7826
 AA7826'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7826'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7826'FIELDING ROAD, ABOUT 2.20 MI (3.54 KM) SOUTHWEST OF POPLAR CREEK AND
 AA7826'ABOUT 10.70 MI (17.22 KM) WEST-SOUTHWEST OF ATHENS.
 AA7826' 
 AA7826'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7826'76.00 ON U.S. 72 AND MILE POST 373.15 ON U.S. 31) IN ATHENS, DRIVE
 AA7826'WEST ON U.S. 72 FOR 11.45 MI (18.43 KM) TO MILE POST 64.55 AND LOG
 AA7826'CABIN ROAD ON THE LEFT AT THE LOG CABIN GROCERY, TURN LEFT ON LOG
 AA7826'CABIN ROAD AND DRIVE SOUTH FOR 0.60 MI (0.97 KM) TO A T-INTERSECTION
 AA7826'WITH A PAVED COUNTY ROAD LEFT AND RIGHT, TURN RIGHT ON THE PAVED
 AA7826'COUNTY ROAD AND DRIVE WEST FOR 0.15 MI (0.24 KM) TO FIELDING ROAD ON
 AA7826'THE LEFT, TURN LEFT ON FIELDING ROAD AND DRIVE SOUTH FOR 0.80 MI (1.29
 AA7826'KM) TO THE STATION ON THE LEFT.
 AA7826' 
 AA7826'THE STATION IS 29.5 FT (9.0 M) EAST OF THE CENTER OF FIELDING ROAD,
 AA7826'59.0 FT (18.0 M) EAST OF THE EAST END OF A FOUR STRND BARBED WIRE
 AA7826'FENCE ACROSS THE ROAD, 66.2 FT (20.2 M) EAST-NORTHEAST OF THE
 AA7826'NORTHEAST CORNER OF A FOUR STRAND BARBED WIRE FENCE ACROSS THE ROAD,
 AA7826'114.5 FT (34.9 M) SOUTHEAST OF A POWER POLE ACROSS THE ROAD, 2.4 FT
 AA7826'(0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7826'GROUND.
 AA7826' 
 AA7826'STATION 42-7 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7826
 AA7826                          STATION RECOVERY (2005)
 AA7826
 AA7826'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7826'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7827 ***********************************************************************
 AA7827  DESIGNATION -  42 9
 AA7827  PID         -  AA7827
 AA7827  STATE/COUNTY-  AL/LIMESTONE
 AA7827  USGS QUAD   -  RIPLEY (1988)
 AA7827
 AA7827                         *CURRENT SURVEY CONTROL
 AA7827  ___________________________________________________________________
 AA7827* NAD 83(1992)-  34 46 13.81217(N)    087 03 15.95674(W)     ADJUSTED  
 AA7827* NAVD 88     -       211.1    (meters)     693.     (feet)  VERTCON   
 AA7827  ___________________________________________________________________
 AA7827  X           -     269,533.071 (meters)                     COMP
 AA7827  Y           -  -5,238,209.403 (meters)                     COMP
 AA7827  Z           -   3,617,086.912 (meters)                     COMP
 AA7827  LAPLACE CORR-          -3.37  (seconds)                    DEFLEC99
 AA7827  ELLIP HEIGHT-         183.78  (meters)          (07/29/02) GPS OBS
 AA7827  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7827
 AA7827  HORZ ORDER  -  FIRST
 AA7827  ELLP ORDER  -  FOURTH    CLASS I
 AA7827
 AA7827.The horizontal coordinates were established by GPS observations
 AA7827.and adjusted by the National Geodetic Survey in August 1995..
 AA7827
 AA7827.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7827
 AA7827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7827
 AA7827.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7827
 AA7827.The ellipsoidal height was determined by GPS observations
 AA7827.and is referenced to NAD 83.
 AA7827
 AA7827.The geoid height was determined by GEOID03.
 AA7827
 AA7827;                    North         East     Units Scale Factor Converg.
 AA7827;SPC AL W     -   529,074.673   640,785.713   MT  0.99995383   +0 15 14.8
 AA7827;UTM  16      - 3,847,594.593   495,019.122   MT  0.99960031   -0 01 51.8
 AA7827
 AA7827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7827!SPC AL W     -   0.99997115  x   0.99995383  =   0.99992498
 AA7827!UTM  16      -   0.99997115  x   0.99960031  =   0.99957147
 AA7827
 AA7827:                Primary Azimuth Mark                     Grid Az
 AA7827:SPC AL W     -  42 10                                    359 07 45.9
 AA7827:UTM  16      -  42 10                                    359 24 52.5
 AA7827
 AA7827|---------------------------------------------------------------------|
 AA7827| PID    Reference Object                     Distance      Geod. Az  |
 AA7827|                                                           dddmmss.s |
 AA7827| AA7828 42 10                               APPROX. 0.5 KM 3592300.7 |
 AA7827|---------------------------------------------------------------------|
 AA7827
 AA7827                          SUPERSEDED SURVEY CONTROL
 AA7827
 AA7827  ELLIP H (10/10/95)  183.85   (m)                       GP(       ) 4 2
 AA7827  NGVD 29 (08/31/95)  211.1    (m)          693.     (f) GPS OBS        
 AA7827
 AA7827.Superseded values are not recommended for survey control.
 AA7827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7827.See file dsdata.txt to determine how the superseded data were derived.
 AA7827
 AA7827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9501947595(NAD 83)
 AA7827_MARKER: DD = SURVEY DISK
 AA7827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7827_STAMPING: 42-9 1994
 AA7827_MARK LOGO: ALHD  
 AA7827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7827+STABILITY: SURFACE MOTION
 AA7827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7827+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 AA7827
 AA7827  HISTORY     - Date     Condition        Report By
 AA7827  HISTORY     - 1994     MONUMENTED       ALHD
 AA7827  HISTORY     - 20050106 GOOD             ALHD
 AA7827
 AA7827                          STATION DESCRIPTION
 AA7827
 AA7827'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7827'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE EAST RIGHT OF WAY OF
 AA7827'BLACKBURN ROAD, ABOUT 4.35 MI (7.00 KM) EAST-SOUTHEAST OF POPLAR CREEK
 AA7827'AND ABOUT 5.10 MI (8.21 KM) WEST-SOUTHWEST OF ATHENS.
 AA7827' 
 AA7827'TO REACH THE STATION FROM THE U.S. 72 OVERPASS OVER U.S. 31 (MILE POST
 AA7827'76.00 ON U.S. 72 AND MILE POST 373.15 ON U.S. 31) IN ATHENS, DRIVE
 AA7827'WEST ON U.S. 72 FOR 5.45 MI (8.77 KM) TO MILE POST 70.55 AND BLACKBURN
 AA7827'ROAD ON THE LEFT, TURN LEFT ON BLACKBURN ROAD AND DRIVE SOUTH FOR 1.50
 AA7827'MI (2.41 KM) TO THE STATION ON THE LEFT.
 AA7827' 
 AA7827'THE STATION IS 26.0 FT (7.9 M) EAST OF THE CENTER OF BLACKBURN ROAD,
 AA7827'95.8 FT (29.2 M) NORTHWEST OF HIGH VOLTAGE POWER LINE POLE NO. 99,
 AA7827'193.8 FT (59.1 M) NORTH OF POWER POLE NO. 23, 210.4 FT (64.1 M) SOUTH
 AA7827'OF TRANSFORMER POWER POLE NO. 22, 210.5 FT (64.2 M) SOUTH OF TELEPHONE
 AA7827'CABLE PEDESTAL NO. P 69 S 10, 211.5 FT (64.5 M) SOUTH OF TELEPHONE
 AA7827'CABLE PEDESTAL NO. SS, 273.0 FT (83.2 M) NORTH OF THE CENTER OF HAM
 AA7827'ROAD, 2.6 FT (0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7827'WITH THE GROUND.
 AA7827' 
 AA7827'STATION 42-10 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7827
 AA7827                          STATION RECOVERY (2005)
 AA7827
 AA7827'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0457 ***********************************************************************
 DH0457  DESIGNATION -  422
 DH0457  PID         -  DH0457
 DH0457  STATE/COUNTY-  AL/TALLADEGA
 DH0457  USGS QUAD   -  SYLACAUGA WEST (1980)
 DH0457
 DH0457                         *CURRENT SURVEY CONTROL
 DH0457  ___________________________________________________________________
 DH0457* NAD 83(1986)-  33 14 52.     (N)    086 19 17.     (W)     SCALED    
 DH0457* NAVD 88     -       128.993  (meters)     423.20   (feet)  ADJUSTED  
 DH0457  ___________________________________________________________________
 DH0457  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DH0457  DYNAMIC HT  -         128.850 (meters)     422.74  (feet)  COMP
 DH0457  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 DH0457
 DH0457  VERT ORDER  -  SECOND    CLASS 0
 DH0457
 DH0457.The horizontal coordinates were scaled from a topographic map and have
 DH0457.an estimated accuracy of +/- 6 seconds.
 DH0457
 DH0457.The orthometric height was determined by differential leveling
 DH0457.and adjusted by the National Geodetic Survey in June 1991..
 DH0457
 DH0457.The geoid height was determined by GEOID03.
 DH0457
 DH0457.The dynamic height is computed by dividing the NAVD 88
 DH0457.geopotential number by the normal gravity value computed on the
 DH0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0457.degrees latitude (g = 980.6199 gals.).
 DH0457
 DH0457.The modeled gravity was interpolated from observed gravity values.
 DH0457
 DH0457;                    North         East    Units  Estimated Accuracy
 DH0457;SPC AL E     -   304,780.      154,520.      MT  (+/- 180 meters Scaled)
 DH0457
 DH0457                          SUPERSEDED SURVEY CONTROL
 DH0457
 DH0457  NGVD 29 (??/??/92)  128.954  (m)          423.08   (f) ADJ UNCH    2 0
 DH0457
 DH0457.Superseded values are not recommended for survey control.
 DH0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0457.See file dsdata.txt to determine how the superseded data were derived.
 DH0457
 DH0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB632789(NAD 83)
 DH0457_MARKER: DD = SURVEY DISK
 DH0457_SETTING: 0 = UNSPECIFIED SETTING
 DH0457_STAMPING: 422
 DH0457_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0457
 DH0457  HISTORY     - Date     Condition        Report By
 DH0457  HISTORY     - UNK      MONUMENTED       USGS
 DH0457  HISTORY     - 1934     GOOD             NGS
 DH0457
 DH0457                          STATION DESCRIPTION
 DH0457
 DH0457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DH0457'1.1 MI SE FROM BON AIR.
 DH0457'ALONG THE RIGHT OF WAY OF THE C. OF G. RAILROAD, 63 RAIL LENGTHS N. W.
 DH0457'OF MILE POST S 397 AND B 45, 15 FEET N. W. OF PUBLIC CROSSING, 19 FEET
 DH0457'N. E. OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1358 ***********************************************************************
 DH1358  DESIGNATION -  424
 DH1358  PID         -  DH1358
 DH1358  STATE/COUNTY-  AL/JEFFERSON
 DH1358  USGS QUAD   -  CREEL (1978)
 DH1358
 DH1358                         *CURRENT SURVEY CONTROL
 DH1358  ___________________________________________________________________
 DH1358* NAD 83(1986)-  33 47 47.     (N)    086 52 46.     (W)     SCALED    
 DH1358* NAVD 88     -       129.306  (meters)     424.23   (feet)  ADJUSTED  
 DH1358  ___________________________________________________________________
 DH1358  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DH1358  DYNAMIC HT  -         129.168 (meters)     423.78  (feet)  COMP
 DH1358  MODELED GRAV-     979,571.8   (mgal)                       NAVD 88
 DH1358
 DH1358  VERT ORDER  -  SECOND    CLASS 0
 DH1358
 DH1358.The horizontal coordinates were scaled from a topographic map and have
 DH1358.an estimated accuracy of +/- 6 seconds.
 DH1358
 DH1358.The orthometric height was determined by differential leveling
 DH1358.and adjusted by the National Geodetic Survey in June 1991..
 DH1358
 DH1358.The geoid height was determined by GEOID03.
 DH1358
 DH1358.The dynamic height is computed by dividing the NAVD 88
 DH1358.geopotential number by the normal gravity value computed on the
 DH1358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1358.degrees latitude (g = 980.6199 gals.).
 DH1358
 DH1358.The modeled gravity was interpolated from observed gravity values.
 DH1358
 DH1358;                    North         East    Units  Estimated Accuracy
 DH1358;SPC AL W     -   421,110.      657,460.      MT  (+/- 180 meters Scaled)
 DH1358
 DH1358                          SUPERSEDED SURVEY CONTROL
 DH1358
 DH1358  NGVD 29 (??/??/92)  129.243  (m)          424.02   (f) ADJ UNCH    2 0
 DH1358
 DH1358.Superseded values are not recommended for survey control.
 DH1358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1358.See file dsdata.txt to determine how the superseded data were derived.
 DH1358
 DH1358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC111395(NAD 83)
 DH1358_MARKER: DD = SURVEY DISK
 DH1358_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1358_SP_SET: BUILDING
 DH1358_STAMPING: 424 ADJ 1903
 DH1358_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1358
 DH1358  HISTORY     - Date     Condition        Report By
 DH1358  HISTORY     - 1903     MONUMENTED       USGS
 DH1358  HISTORY     - 1946     GOOD             NGS
 DH1358
 DH1358                          STATION DESCRIPTION
 DH1358
 DH1358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1358'5.05 MI SW FROM WARRIOR.
 DH1358'ABOUT 0.5 MILE SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1358'WARRIOR, THENCE ABOUT 4.55 MILES SOUTHWEST ALONG THE WARRIOR-ROBBINS
 DH1358'ROAD, AT THE NEW BETHEL CHURCH, SET VERTICALLY IN THE SOUTHWEST CORNER
 DH1358'OF THE STONE FOUNDATION OF THE CHURCH BUILDING, 1.3 FEET NORTH OF THE
 DH1358'SOUTHWEST CORNER, AND 2.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1416 ***********************************************************************
 DH1416  DESIGNATION -  426
 DH1416  PID         -  DH1416
 DH1416  STATE/COUNTY-  AL/BLOUNT
 DH1416  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1416
 DH1416                         *CURRENT SURVEY CONTROL
 DH1416  ___________________________________________________________________
 DH1416* NAD 83(1986)-  33 55 57.     (N)    086 47 46.     (W)     SCALED    
 DH1416* NAVD 88     -       129.534  (meters)     424.98   (feet)  ADJUSTED  
 DH1416  ___________________________________________________________________
 DH1416  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DH1416  DYNAMIC HT  -         129.398 (meters)     424.53  (feet)  COMP
 DH1416  MODELED GRAV-     979,584.3   (mgal)                       NAVD 88
 DH1416
 DH1416  VERT ORDER  -  SECOND    CLASS 0
 DH1416
 DH1416.The horizontal coordinates were scaled from a topographic map and have
 DH1416.an estimated accuracy of +/- 6 seconds.
 DH1416
 DH1416.The orthometric height was determined by differential leveling
 DH1416.and adjusted by the National Geodetic Survey in June 1991..
 DH1416
 DH1416.The geoid height was determined by GEOID03.
 DH1416
 DH1416.The dynamic height is computed by dividing the NAVD 88
 DH1416.geopotential number by the normal gravity value computed on the
 DH1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1416.degrees latitude (g = 980.6199 gals.).
 DH1416
 DH1416.The modeled gravity was interpolated from observed gravity values.
 DH1416
 DH1416;                    North         East    Units  Estimated Accuracy
 DH1416;SPC AL W     -   436,260.      665,080.      MT  (+/- 180 meters Scaled)
 DH1416
 DH1416                          SUPERSEDED SURVEY CONTROL
 DH1416
 DH1416  NGVD 29 (??/??/92)  129.506  (m)          424.89   (f) ADJ UNCH    2 0
 DH1416
 DH1416.Superseded values are not recommended for survey control.
 DH1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1416.See file dsdata.txt to determine how the superseded data were derived.
 DH1416
 DH1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC188546(NAD 83)
 DH1416_MARKER: DD = SURVEY DISK
 DH1416_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1416_SP_SET: CULVERT
 DH1416_STAMPING: 426 ADJ 1903
 DH1416_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1416
 DH1416  HISTORY     - Date     Condition        Report By
 DH1416  HISTORY     - 1903     MONUMENTED       USGS
 DH1416  HISTORY     - 1946     GOOD             NGS
 DH1416  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1416
 DH1416                          STATION DESCRIPTION
 DH1416
 DH1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1416'IN BLOUNT SPRINGS.
 DH1416'AT BLOUNT SPRINGS, 30 FEET NORTHWEST OF THE CENTER LINE OF U. S.
 DH1416'HIGHWAY 31, 16 FEET SOUTHWEST OF THE SOUTH CORNER OF SAWYERS GROCERY
 DH1416'AND THE BLOUNT SPRINGS POST OFFICE, 39 FEET NORTHEAST OF A POWER POLE,
 DH1416'IN THE TOP OF THE NORTHWEST END OF THE NORTHWEST MASONRY WING WALL OF
 DH1416'A STONE CULVERT UNDER THE HIGHWAY, AND ABOUT 3 FEET BELOW THE HIGHWAY
 DH1416'LEVEL.
 DH1416
 DH1416                          STATION RECOVERY (1982)
 DH1416
 DH1416'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1416'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0392 ***********************************************************************
 DH0392  DESIGNATION -  427
 DH0392  PID         -  DH0392
 DH0392  STATE/COUNTY-  AL/TALLADEGA
 DH0392  USGS QUAD   -  WILSONVILLE (1980)
 DH0392
 DH0392                         *CURRENT SURVEY CONTROL
 DH0392  ___________________________________________________________________
 DH0392* NAD 83(1986)-  33 08 46.     (N)    086 24 23.     (W)     SCALED    
 DH0392* NAVD 88     -       130.648  (meters)     428.63   (feet)  ADJUSTED  
 DH0392  ___________________________________________________________________
 DH0392  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0392  DYNAMIC HT  -         130.502 (meters)     428.16  (feet)  COMP
 DH0392  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 DH0392
 DH0392  VERT ORDER  -  SECOND    CLASS 0
 DH0392
 DH0392.The horizontal coordinates were scaled from a topographic map and have
 DH0392.an estimated accuracy of +/- 6 seconds.
 DH0392
 DH0392.The orthometric height was determined by differential leveling
 DH0392.and adjusted by the National Geodetic Survey in June 1991..
 DH0392
 DH0392.The geoid height was determined by GEOID03.
 DH0392
 DH0392.The dynamic height is computed by dividing the NAVD 88
 DH0392.geopotential number by the normal gravity value computed on the
 DH0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0392.degrees latitude (g = 980.6199 gals.).
 DH0392
 DH0392.The modeled gravity was interpolated from observed gravity values.
 DH0392
 DH0392;                    North         East    Units  Estimated Accuracy
 DH0392;SPC AL E     -   293,550.      146,540.      MT  (+/- 180 meters Scaled)
 DH0392
 DH0392                          SUPERSEDED SURVEY CONTROL
 DH0392
 DH0392  NGVD 29 (??/??/92)  130.606  (m)          428.50   (f) ADJ UNCH    2 0
 DH0392
 DH0392.Superseded values are not recommended for survey control.
 DH0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0392.See file dsdata.txt to determine how the superseded data were derived.
 DH0392
 DH0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB553676(NAD 83)
 DH0392_MARKER: DD = SURVEY DISK
 DH0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0392_SP_SET: PLATFORM
 DH0392_STAMPING: 427
 DH0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0392
 DH0392  HISTORY     - Date     Condition        Report By
 DH0392  HISTORY     - UNK      MONUMENTED       USGS
 DH0392  HISTORY     - 1949     GOOD             NGS
 DH0392
 DH0392                          STATION DESCRIPTION
 DH0392
 DH0392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0392'IN FAYETTEVILLE.
 DH0392'AT FAYETTEVILLE, AT THE LOUISVILLE AND NASHVILLE RAILROAD STATION, SET
 DH0392'IN THE TOP OF THE CONCRETE PLATFORM IN FRONT OF THE STATION BUILDING,
 DH0392'31 1/2 FEET WEST OF THE EAST EDGE OF THE PLATFORM, 7.8 FEET NORTH OF
 DH0392'THE SOUTH EDGE OF THE PLATFORM, 12 FEET NORTH OF THE NORTH RAIL OF THE
 DH0392'MAIN TRACK, 2 1/2 FEET EAST OF THE CENTER LINE OF THE ENTRANCE TO THE
 DH0392'STATION AGENTS OFFICE, AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0695 ***********************************************************************
 EF0695  DESIGNATION -  43
 EF0695  PID         -  EF0695
 EF0695  STATE/COUNTY-  AL/MADISON
 EF0695  USGS QUAD   -  FARLEY (1982)
 EF0695
 EF0695                         *CURRENT SURVEY CONTROL
 EF0695  ___________________________________________________________________
 EF0695* NAD 83(1986)-  34 34 22.     (N)    086 37 20.     (W)     SCALED    
 EF0695* NAVD 88     -       172.636  (meters)     566.39   (feet)  ADJUSTED  
 EF0695  ___________________________________________________________________
 EF0695  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 EF0695  DYNAMIC HT  -         172.460 (meters)     565.81  (feet)  COMP
 EF0695  MODELED GRAV-     979,611.7   (mgal)                       NAVD 88
 EF0695
 EF0695  VERT ORDER  -  FIRST     CLASS II
 EF0695
 EF0695.The horizontal coordinates were scaled from a topographic map and have
 EF0695.an estimated accuracy of +/- 6 seconds.
 EF0695
 EF0695.The orthometric height was determined by differential leveling
 EF0695.and adjusted by the National Geodetic Survey in June 1991..
 EF0695
 EF0695.The geoid height was determined by GEOID03.
 EF0695
 EF0695.The dynamic height is computed by dividing the NAVD 88
 EF0695.geopotential number by the normal gravity value computed on the
 EF0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0695.degrees latitude (g = 980.6199 gals.).
 EF0695
 EF0695.The modeled gravity was interpolated from observed gravity values.
 EF0695
 EF0695;                    North         East    Units  Estimated Accuracy
 EF0695;SPC AL E     -   451,920.      127,610.      MT  (+/- 180 meters Scaled)
 EF0695
 EF0695                          SUPERSEDED SURVEY CONTROL
 EF0695
 EF0695  NGVD 29 (??/??/92)  172.603  (m)          566.28   (f) ADJ UNCH    1 2
 EF0695
 EF0695.Superseded values are not recommended for survey control.
 EF0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0695.See file dsdata.txt to determine how the superseded data were derived.
 EF0695
 EF0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED346257(NAD 83)
 EF0695_MARKER: DD = SURVEY DISK
 EF0695_SETTING: 66 = SET IN ROCK OUTCROP
 EF0695_SP_SET: LIMESTONE ROCK
 EF0695_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0695+STABILITY: POSITION/ELEVATION WELL
 EF0695
 EF0695  HISTORY     - Date     Condition        Report By
 EF0695  HISTORY     - UNK      MONUMENTED       USE
 EF0695  HISTORY     - 1933     GOOD             NGS
 EF0695  HISTORY     - 1948     MARK NOT FOUND   TVA
 EF0695
 EF0695                          STATION DESCRIPTION
 EF0695
 EF0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0695'24.5 MI SE FROM DECATUR.
 EF0695'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 134 1/2,
 EF0695'AT OLD LEHMANS FERRY AND LANDING.  75 FEET UPSTREAM FROM LDG. AT LOWER
 EF0695'END OF SMALL BLUFF.  6 FEET DOWNSTREAM FROM 12 IN. CEDAR TREE. IN TOP
 EF0695'OF LARGE FLAT LEDGE ROCK WITH FLINT NODULES IN IT.  NOTE-- BENCH MARK
 EF0695'NOTE SEARCHED FOR BECAUSE OF HIGH FENCE AROUND EXPLOSIVES NEAR RIVER.
 EF0695
 EF0695                          STATION RECOVERY (1948)
 EF0695
 EF0695'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1948
 EF0695'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3189 ***********************************************************************
 CN3189  DESIGNATION -  43 1
 CN3189  PID         -  CN3189
 CN3189  STATE/COUNTY-  AL/LOWNDES
 CN3189  USGS QUAD   -  WHITE HALL (1982)
 CN3189
 CN3189                         *CURRENT SURVEY CONTROL
 CN3189  ___________________________________________________________________
 CN3189* NAD 83(1992)-  32 15 42.58823(N)    086 38 36.75095(W)     ADJUSTED  
 CN3189* NAVD 88     -        90.7    (meters)     298.     (feet)  VERTCON   
 CN3189  ___________________________________________________________________
 CN3189  X           -     316,079.922 (meters)                     COMP
 CN3189  Y           -  -5,389,408.706 (meters)                     COMP
 CN3189  Z           -   3,385,052.120 (meters)                     COMP
 CN3189  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CN3189  ELLIP HEIGHT-          62.97  (meters)          (07/29/02) GPS OBS
 CN3189  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CN3189
 CN3189  HORZ ORDER  -  FIRST
 CN3189  ELLP ORDER  -  FOURTH    CLASS I
 CN3189
 CN3189.The horizontal coordinates were established by GPS observations
 CN3189.and adjusted by the National Geodetic Survey in December 1992..
 CN3189
 CN3189.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3189
 CN3189.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3189
 CN3189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3189
 CN3189.The ellipsoidal height was determined by GPS observations
 CN3189.and is referenced to NAD 83.
 CN3189
 CN3189.The geoid height was determined by GEOID03.
 CN3189
 CN3189;                    North         East     Units Scale Factor Converg.
 CN3189;SPC AL W     -   251,078.368   680,694.511   MT  1.00001361   +0 27 25.9
 CN3189;UTM  16      - 3,569,513.928   533,573.432   MT  0.99961390   +0 11 25.0
 CN3189
 CN3189!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3189!SPC AL W     -   0.99999011  x   1.00001361  =   1.00000372
 CN3189!UTM  16      -   0.99999011  x   0.99961390  =   0.99960402
 CN3189
 CN3189                          SUPERSEDED SURVEY CONTROL
 CN3189
 CN3189  ELLIP H (12/04/92)   63.03   (m)                       GP(       ) 4 1
 CN3189  NAD 83(1986)-  32 15 42.59865(N)    086 38 36.75594(W) AD(       ) 1
 CN3189  NGVD 29 (12/04/92)   90.6    (m)          297.     (f) GPS OBS        
 CN3189
 CN3189.Superseded values are not recommended for survey control.
 CN3189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3189.See file dsdata.txt to determine how the superseded data were derived.
 CN3189
 CN3189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3357369514(NAD 83)
 CN3189_MARKER: DD = SURVEY DISK
 CN3189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3189_SP_SET: CONCRETE POST
 CN3189_STAMPING: 43-1 1991
 CN3189_MARK LOGO: ALHD  
 CN3189_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3189+STABILITY: SURFACE MOTION
 CN3189_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3189+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 CN3189
 CN3189  HISTORY     - Date     Condition        Report By
 CN3189  HISTORY     - 1991     MONUMENTED       ALHD
 CN3189  HISTORY     - 19920316 GOOD
 CN3189
 CN3189                          STATION DESCRIPTION
 CN3189
 CN3189'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3189'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3189'U.S. 80, ABOUT 2.15 MI (3.46 KM) SOUTHWEST OF LOWNDESBORO AND ABOUT
 CN3189'6.50 MI (10.46 KM) NORTH-NORTHWEST OF HAYNEVILLE.
 CN3189'TO REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 97 (MILE
 CN3189'POST 115.65 ON U.S. 80 AND MILE POST 29.90 ON ALA 97) IN LOWNDESBORO,
 CN3189'DRIVE WEST ON U.S. 80 FOR 2.15 MI (3.46 KM) TO MILE POST 113.50 AND
 CN3189'THE STATION ON THE LEFT.
 CN3189'THE STATION IS 3.1 FT (0.9 M) NORTH OF A TEN STRAND BARBED WIRE FENCE
 CN3189'ON OLD WOOD POSTS, 7.5 FT (2.3 M) NORTHEAST OF THE NORTHEAST CORNER
 CN3189'OF THE FENCE AROUND VIOLA LAUZZO MEMORIAL, 57.2 FT (17.4 M) NORTHEAST
 CN3189'OF THE EAST END OF THE VIOLA LAUZZO MEMORIAL STONE, 57.5 FT (17.5 M)
 CN3189'SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 80, 3.0 FT
 CN3189'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3189'GROUND.
 CN3189'STATION 43-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3189
 CN3189                          STATION RECOVERY (1992)
 CN3189
 CN3189'RECOVERED 1992
 CN3189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2094 ***********************************************************************
 BU2094  DESIGNATION -  43 10
 BU2094  PID         -  BU2094
 BU2094  STATE/COUNTY-  AL/LOWNDES
 BU2094  USGS QUAD   -  FORT DEPOSIT (1986)
 BU2094
 BU2094                         *CURRENT SURVEY CONTROL
 BU2094  ___________________________________________________________________
 BU2094* NAD 83(1992)-  31 59 12.14274(N)    086 32 57.67871(W)     ADJUSTED  
 BU2094* NAVD 88     -       138.2    (meters)     453.     (feet)  VERTCON   
 BU2094  ___________________________________________________________________
 BU2094  X           -     325,917.865 (meters)                     COMP
 BU2094  Y           -  -5,405,116.091 (meters)                     COMP
 BU2094  Z           -   3,359,239.983 (meters)                     COMP
 BU2094  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BU2094  ELLIP HEIGHT-         110.89  (meters)          (07/29/02) GPS OBS
 BU2094  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BU2094
 BU2094  HORZ ORDER  -  FIRST
 BU2094  ELLP ORDER  -  FOURTH    CLASS I
 BU2094
 BU2094.The horizontal coordinates were established by GPS observations
 BU2094.and adjusted by the National Geodetic Survey in December 1992..
 BU2094
 BU2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2094
 BU2094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2094
 BU2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2094
 BU2094.The ellipsoidal height was determined by GPS observations
 BU2094.and is referenced to NAD 83.
 BU2094
 BU2094.The geoid height was determined by GEOID03.
 BU2094
 BU2094;                    North         East     Units Scale Factor Converg.
 BU2094;SPC AL W     -   220,645.080   689,838.206   MT  1.00003283   +0 30 13.0
 BU2094;UTM  16      - 3,539,050.878   542,572.145   MT  0.99962235   +0 14 19.4
 BU2094
 BU2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2094!SPC AL W     -   0.99998259  x   1.00003283  =   1.00001542
 BU2094!UTM  16      -   0.99998259  x   0.99962235  =   0.99960495
 BU2094
 BU2094:                Primary Azimuth Mark                     Grid Az
 BU2094:SPC AL W     -  43 9                                     263 34 13.3
 BU2094:UTM  16      -  43 9                                     263 50 06.9
 BU2094
 BU2094|---------------------------------------------------------------------|
 BU2094| PID    Reference Object                     Distance      Geod. Az  |
 BU2094|                                                           dddmmss.s |
 BU2094| BU2095 43 9                                473.039 METERS 2640426.3 |
 BU2094|---------------------------------------------------------------------|
 BU2094
 BU2094                          SUPERSEDED SURVEY CONTROL
 BU2094
 BU2094  ELLIP H (12/04/92)  110.96   (m)                       GP(       ) 4 1
 BU2094  NAD 83(1986)-  31 59 12.15166(N)    086 32 57.68094(W) AD(       ) 1
 BU2094  NGVD 29 (12/04/92)  138.2    (m)          453.     (f) GPS OBS        
 BU2094
 BU2094.Superseded values are not recommended for survey control.
 BU2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2094.See file dsdata.txt to determine how the superseded data were derived.
 BU2094
 BU2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4257239051(NAD 83)
 BU2094_MARKER: DD = SURVEY DISK
 BU2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2094_SP_SET: CONCRETE POST
 BU2094_STAMPING: 43-10 1991
 BU2094_MARK LOGO: ALHD  
 BU2094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2094+STABILITY: SURFACE MOTION
 BU2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2094+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1993
 BU2094
 BU2094  HISTORY     - Date     Condition        Report By
 BU2094  HISTORY     - 1991     MONUMENTED       ALHD
 BU2094  HISTORY     - 19920414 GOOD
 BU2094  HISTORY     - 19931019 GOOD             ALHD
 BU2094
 BU2094                          STATION DESCRIPTION
 BU2094
 BU2094'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2094'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTH RIGHT OF WAY OF
 BU2094'ALA 185, ABOUT 1.15 MI (1.85 KM) EAST OF FORT DEPOSIT AND 10.50 MI
 BU2094'(16.90 KM) SOUTH-SOUTHWEST OF LETOHATCHEE.
 BU2094'TO REACH THE STATION FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA
 BU2094'185), DRIVE WEST ON ALA 185 FOR 1.20 MI (1.93 KM) TO MILE POST 19.35
 BU2094'AND THE STATION ON THE RIGHT.
 BU2094'THE STATION IS 3.1 FT (0.9 M) SOUTH OF A CROSS TIE POST IN A FOUR
 BU2094'STRAND BARBED WIRE FENCE, 17.4 FT (5.3 M) EAST OF THE SOUTHEAST CROSS
 BU2094'TIE POST OF A CATCH PEN, 33.8 FT (10.3 M) NORTH OF THE CENTERLINE OF
 BU2094'ALA 185, 40.0 FT (12.2 M) WEST-SOUTHWEST OF THE WEST POST OF A METAL
 BU2094'GATE, 129.0 FT (39.3 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 52
 BU2094'ACROSS ALA 185, 2.8 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND
 BU2094'SET FLUSH WITH THE GROUND.
 BU2094'STATION 43-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2094
 BU2094                          STATION RECOVERY (1992)
 BU2094
 BU2094'RECOVERED 1992
 BU2094'RECOVERED IN GOOD CONDITION.
 BU2094
 BU2094                          STATION RECOVERY (1993)
 BU2094
 BU2094'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2094'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2378 ***********************************************************************
 AA2378  DESIGNATION -  43 11
 AA2378  PID         -  AA2378
 AA2378  STATE/COUNTY-  AL/LOWNDES
 AA2378  USGS QUAD   -  BRAGGS (1987)
 AA2378
 AA2378                         *CURRENT SURVEY CONTROL
 AA2378  ___________________________________________________________________
 AA2378* NAD 83(1992)-  32 00 57.58447(N)    086 45 36.07819(W)     ADJUSTED  
 AA2378* NAVD 88     -        87.0    (meters)     285.     (feet)  VERTCON   
 AA2378  ___________________________________________________________________
 AA2378  X           -     305,942.305 (meters)                     COMP
 AA2378  Y           -  -5,404,515.998 (meters)                     COMP
 AA2378  Z           -   3,361,967.057 (meters)                     COMP
 AA2378  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AA2378  ELLIP HEIGHT-          59.53  (meters)          (07/29/02) GPS OBS
 AA2378  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA2378
 AA2378  HORZ ORDER  -  FIRST
 AA2378  ELLP ORDER  -  FOURTH    CLASS I
 AA2378
 AA2378.The horizontal coordinates were established by GPS observations
 AA2378.and adjusted by the National Geodetic Survey in November 1994..
 AA2378
 AA2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2378
 AA2378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2378
 AA2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2378
 AA2378.The ellipsoidal height was determined by GPS observations
 AA2378.and is referenced to NAD 83.
 AA2378
 AA2378.The geoid height was determined by GEOID03.
 AA2378
 AA2378;                    North         East     Units Scale Factor Converg.
 AA2378;SPC AL W     -   223,737.183   669,906.928   MT  0.99999358   +0 23 32.4
 AA2378;UTM  16      - 3,542,233.859   522,663.324   MT  0.99960633   +0 07 38.0
 AA2378
 AA2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2378!SPC AL W     -   0.99999065  x   0.99999358  =   0.99998423
 AA2378!UTM  16      -   0.99999065  x   0.99960633  =   0.99959699
 AA2378
 AA2378                          SUPERSEDED SURVEY CONTROL
 AA2378
 AA2378  ELLIP H (11/30/94)   59.60   (m)                       GP(       ) 4 1
 AA2378  NGVD 29 (11/30/94)   87.0    (m)          285.     (f) GPS OBS        
 AA2378
 AA2378.Superseded values are not recommended for survey control.
 AA2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2378.See file dsdata.txt to determine how the superseded data were derived.
 AA2378
 AA2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2266342234(NAD 83)
 AA2378_MARKER: DD = SURVEY DISK
 AA2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2378_SP_SET: CONCRETE POST
 AA2378_STAMPING: 43-11 1992
 AA2378_MARK LOGO: ALHD  
 AA2378_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2378+STABILITY: SURFACE MOTION
 AA2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2378+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2378
 AA2378  HISTORY     - Date     Condition        Report By
 AA2378  HISTORY     - 1992     MONUMENTED       ALHD
 AA2378
 AA2378                          STATION DESCRIPTION
 AA2378
 AA2378'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2378'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2378'OF ALA 263, ABOUT 3.15 MI (5.07 KM) SOUTHEAST OF BRAGGS AND ABOUT 4.70
 AA2378'MI (7.56 KM) SOUTHWEST OF MOUNT WILLING. TO REACH THE STATION FROM
 AA2378'EXIT 130 ON I-65 (MILE POST 5.30 ON ALA 185) IN GREENVILLE, DRIVE
 AA2378'NORTHWEST ON ALA 185 FOR 2.40 MI (3.86 KM) TO MILE POST 7.70 AND A
 AA2378'Y-INTERSECTION WITH ALA 185 ON THE RIGHT AND ALA 263 ON THE LEFT, BEAR
 AA2378'LEFT ON ALA 263 AND DRIVE NORTHWEST FOR 6.55 MI (10.54 KM) TO MILE
 AA2378'POST 6.55 AND THE BUTLER-LOWNDES COUNTY LINE, CONTINUE NORTHWEST FOR
 AA2378'4.70 MI (7.56 KM) TO MILE POST 11.25 AND THE STATION ON THE LEFT. THE
 AA2378'STATION IS 4.0 FT (1.2 M) SOUTHWEST OF THE CREST OF A FIFTEEN FOOT
 AA2378'BACKSLOPE, 53.5 FT (16.3 M) SOUTHWEST OF THE CENTERLINE OF ALA 263,
 AA2378'83.0 FT (25.3 M) SOUTHEAST OF THE CENTER OF A GRAVEL WOODS ROAD, 1.5
 AA2378'FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2378'THE GROUND. STATION 43-12 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2378'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2379 ***********************************************************************
 AA2379  DESIGNATION -  43 12
 AA2379  PID         -  AA2379
 AA2379  STATE/COUNTY-  AL/LOWNDES
 AA2379  USGS QUAD   -  BRAGGS (1987)
 AA2379
 AA2379                         *CURRENT SURVEY CONTROL
 AA2379  ___________________________________________________________________
 AA2379* NAD 83(1992)-  32 01 32.69535(N)    086 46 05.16644(W)     ADJUSTED  
 AA2379* NAVD 88     -        82.8    (meters)     272.     (feet)  VERTCON   
 AA2379  ___________________________________________________________________
 AA2379  X           -     305,147.606 (meters)                     COMP
 AA2379  Y           -  -5,403,982.981 (meters)                     COMP
 AA2379  Z           -   3,362,881.765 (meters)                     COMP
 AA2379  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AA2379  ELLIP HEIGHT-          55.30  (meters)          (07/29/02) GPS OBS
 AA2379  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA2379
 AA2379  HORZ ORDER  -  FIRST
 AA2379  ELLP ORDER  -  FOURTH    CLASS I
 AA2379
 AA2379.The horizontal coordinates were established by GPS observations
 AA2379.and adjusted by the National Geodetic Survey in November 1994..
 AA2379
 AA2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2379
 AA2379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2379
 AA2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2379
 AA2379.The ellipsoidal height was determined by GPS observations
 AA2379.and is referenced to NAD 83.
 AA2379
 AA2379.The geoid height was determined by GEOID03.
 AA2379
 AA2379;                    North         East     Units Scale Factor Converg.
 AA2379;SPC AL W     -   224,813.436   669,136.247   MT  0.99999226   +0 23 17.3
 AA2379;UTM  16      - 3,543,313.249   521,897.928   MT  0.99960591   +0 07 22.7
 AA2379
 AA2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2379!SPC AL W     -   0.99999132  x   0.99999226  =   0.99998358
 AA2379!UTM  16      -   0.99999132  x   0.99960591  =   0.99959723
 AA2379
 AA2379                          SUPERSEDED SURVEY CONTROL
 AA2379
 AA2379  ELLIP H (11/30/94)   55.37   (m)                       GP(       ) 4 1
 AA2379  NGVD 29 (11/30/94)   82.7    (m)          271.     (f) GPS OBS        
 AA2379
 AA2379.Superseded values are not recommended for survey control.
 AA2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2379.See file dsdata.txt to determine how the superseded data were derived.
 AA2379
 AA2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2189843313(NAD 83)
 AA2379_MARKER: DD = SURVEY DISK
 AA2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2379_SP_SET: CONCRETE POST
 AA2379_STAMPING: 43-12 1992
 AA2379_MARK LOGO: ALHD  
 AA2379_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2379+STABILITY: SURFACE MOTION
 AA2379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2379+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AA2379
 AA2379  HISTORY     - Date     Condition        Report By
 AA2379  HISTORY     - 1992     MONUMENTED       ALHD
 AA2379  HISTORY     - 20050629 GOOD             ALDOT
 AA2379
 AA2379                          STATION DESCRIPTION
 AA2379
 AA2379'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2379'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2379'OF ALA 263, ABOUT 2.30 MI (3.70 KM) SOUTHEAST OF BRAGGS AND ABOUT 4.60
 AA2379'MI (7.40 KM) SOUTHWEST OF MOUNT WILLING. TO REACH THE STATION FROM
 AA2379'EXIT 130 ON I-65 (MILE POST 5.30 ON ALA 185) IN GREENVILLE, DRIVE
 AA2379'NORTHWEST ON ALA 185 FOR 2.40 MI (3.86 KM) TO MILE POST 7.70 AND A
 AA2379'Y-INTERSECTION WITH ALA 185 ON THE RIGHT AND ALA 263 ON THE LEFT, BEAR
 AA2379'LEFT ON ALA 263 AND DRIVE NORTHWEST FOR 6.55 MI (10.54 KM) TO MILE
 AA2379'POST 6.55 AND THE BUTLER-LOWNDES COUNTY LINE, CONTINUE NORTHWEST FOR
 AA2379'5.50 MI (8.85 KM) TO MILE POST 12.05 AND THE STATION ON THE RIGHT. THE
 AA2379'STATION IS LOCATED ON THE SOUTHEAST SLOPE OF A HILL, 30.0 FT (9.1 M)
 AA2379'NORTHEAST OF THE CREST OF A FIFTEEN FOOT BACKSLOPE, 47.7 FT (14.5 M)
 AA2379'SOUTHEAST OF CONCRETE RIGHT OF WAY MARKER R O W 70 P O T 671 + 50.0,
 AA2379'55.0 FT (16.8 M) SOUTH OF CONCRETE RIGHT OF WAY MARKER R O W 110 P O T
 AA2379'671 + 50.0, 83.0 FT (25.3 M) NORTHEAST OF THE CENTERLINE OF ALA 263,
 AA2379'149.6 FT (45.6 M) SOUTHEAST OF A POWER POLE ON TOP OF THE HILL, 256.0
 AA2379'FT (78.0 M) NORTH-NORTHWEST OF MILE POST 12, 4.5 FT (1.4 M) SOUTHWEST
 AA2379'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2379'43-11 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2379
 AA2379                          STATION RECOVERY (2005)
 AA2379
 AA2379'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA2379'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2380 ***********************************************************************
 AA2380  DESIGNATION -  43 13
 AA2380  PID         -  AA2380
 AA2380  STATE/COUNTY-  AL/LOWNDES
 AA2380  USGS QUAD   -  FORT DALE (1981)
 AA2380
 AA2380                         *CURRENT SURVEY CONTROL
 AA2380  ___________________________________________________________________
 AA2380* NAD 83(1992)-  31 59 27.94518(N)    086 39 28.19872(W)     ADJUSTED  
 AA2380* NAVD 88     -       138.3    (meters)     454.     (feet)  VERTCON   
 AA2380  ___________________________________________________________________
 AA2380  X           -     315,668.774 (meters)                     COMP
 AA2380  Y           -  -5,405,465.972 (meters)                     COMP
 AA2380  Z           -   3,359,652.780 (meters)                     COMP
 AA2380  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AA2380  ELLIP HEIGHT-         110.81  (meters)          (07/29/02) GPS OBS
 AA2380  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA2380
 AA2380  HORZ ORDER  -  FIRST
 AA2380  ELLP ORDER  -  FOURTH    CLASS I
 AA2380
 AA2380.The horizontal coordinates were established by GPS observations
 AA2380.and adjusted by the National Geodetic Survey in November 1994..
 AA2380
 AA2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2380
 AA2380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2380
 AA2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2380
 AA2380.The ellipsoidal height was determined by GPS observations
 AA2380.and is referenced to NAD 83.
 AA2380
 AA2380.The geoid height was determined by GEOID03.
 AA2380
 AA2380;                    North         East     Units Scale Factor Converg.
 AA2380;SPC AL W     -   221,046.845   679,582.659   MT  1.00001141   +0 26 46.3
 AA2380;UTM  16      - 3,539,499.872   532,322.712   MT  0.99961288   +0 10 52.6
 AA2380
 AA2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2380!SPC AL W     -   0.99998260  x   1.00001141  =   0.99999401
 AA2380!UTM  16      -   0.99998260  x   0.99961288  =   0.99959549
 AA2380
 AA2380:                Primary Azimuth Mark                     Grid Az
 AA2380:SPC AL W     -  43 14                                    088 11 02.9
 AA2380:UTM  16      -  43 14                                    088 26 56.6
 AA2380
 AA2380|---------------------------------------------------------------------|
 AA2380| PID    Reference Object                     Distance      Geod. Az  |
 AA2380|                                                           dddmmss.s |
 AA2380| AA2381 43 14                               433.052 METERS 0883749.2 |
 AA2380|---------------------------------------------------------------------|
 AA2380
 AA2380                          SUPERSEDED SURVEY CONTROL
 AA2380
 AA2380  ELLIP H (11/30/94)  110.88   (m)                       GP(       ) 4 1
 AA2380  NGVD 29 (11/30/94)  138.2    (m)          453.     (f) GPS OBS        
 AA2380
 AA2380.Superseded values are not recommended for survey control.
 AA2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2380.See file dsdata.txt to determine how the superseded data were derived.
 AA2380
 AA2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3232339500(NAD 83)
 AA2380_MARKER: DD = SURVEY DISK
 AA2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2380_SP_SET: CONCRETE POST
 AA2380_STAMPING: 43-13 1992
 AA2380_MARK LOGO: ALHD  
 AA2380_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2380+STABILITY: SURFACE MOTION
 AA2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2380+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2380
 AA2380  HISTORY     - Date     Condition        Report By
 AA2380  HISTORY     - 1992     MONUMENTED       ALHD
 AA2380
 AA2380                          STATION DESCRIPTION
 AA2380
 AA2380'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2380'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2380'A COUNTY GRAVEL ROAD, ABOUT 5.20 MI (8.37 KM) WEST OF FORT DEPOSIT AND
 AA2380'ABOUT 5.45 MI (8.77 KM) SOUTHEAST OF MOUNT WILLING. TO REACH THE
 AA2380'STATION FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA 185) IN FORT
 AA2380'DEPOSIT, DRIVE WEST ON ALA 185 FOR 4.00 MI (6.44 KM) TO MILE POST
 AA2380'16.55 WHERE ALA 185 CURVES TO THE LEFT AND A GRAVEL ROAD CONTINUES
 AA2380'WEST, CONTINUE WEST ON THE GRAVEL ROAD FOR 3.85 MI (6.20 KM) TO THE
 AA2380'STATION ON THE RIGHT. THE STATION IS 29.0 FT (8.8 M) NORTH OF THE
 AA2380'CENTER OF THE GRAVEL ROAD, 39.0 FT (11.9 M) WEST OF THE CENTER OF A
 AA2380'WOODS ROAD, 70.7 FT (21.5 M) NORTH-NORTHEAST OF A POWER POLE ACROSS
 AA2380'THE ROAD, 1.9 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA2380'FLUSH WITH THE GROUND. STATION 43-14 1992 MAY BE USED AS AN AZIMUTH
 AA2380'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2381 ***********************************************************************
 AA2381  DESIGNATION -  43 14
 AA2381  PID         -  AA2381
 AA2381  STATE/COUNTY-  AL/LOWNDES
 AA2381  USGS QUAD   -  FORT DALE (1981)
 AA2381
 AA2381                         *CURRENT SURVEY CONTROL
 AA2381  ___________________________________________________________________
 AA2381* NAD 83(1992)-  31 59 28.28094(N)    086 39 11.70658(W)     ADJUSTED  
 AA2381* NAVD 88     -       127.7    (meters)     419.     (feet)  VERTCON   
 AA2381  ___________________________________________________________________
 AA2381  X           -     316,100.132 (meters)                     COMP
 AA2381  Y           -  -5,405,426.330 (meters)                     COMP
 AA2381  Z           -   3,359,655.973 (meters)                     COMP
 AA2381  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA2381  ELLIP HEIGHT-         100.28  (meters)          (07/29/02) GPS OBS
 AA2381  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA2381
 AA2381  HORZ ORDER  -  FIRST
 AA2381  ELLP ORDER  -  FOURTH    CLASS I
 AA2381
 AA2381.The horizontal coordinates were established by GPS observations
 AA2381.and adjusted by the National Geodetic Survey in November 1994..
 AA2381
 AA2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2381
 AA2381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2381
 AA2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2381
 AA2381.The ellipsoidal height was determined by GPS observations
 AA2381.and is referenced to NAD 83.
 AA2381
 AA2381.The geoid height was determined by GEOID03.
 AA2381
 AA2381;                    North         East     Units Scale Factor Converg.
 AA2381;SPC AL W     -   221,060.567   680,015.499   MT  1.00001226   +0 26 55.0
 AA2381;UTM  16      - 3,539,511.589   532,755.438   MT  0.99961323   +0 11 01.3
 AA2381
 AA2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2381!SPC AL W     -   0.99998425  x   1.00001226  =   0.99999651
 AA2381!UTM  16      -   0.99998425  x   0.99961323  =   0.99959749
 AA2381
 AA2381:                Primary Azimuth Mark                     Grid Az
 AA2381:SPC AL W     -  43 13                                    268 11 03.0
 AA2381:UTM  16      -  43 13                                    268 26 56.7
 AA2381
 AA2381|---------------------------------------------------------------------|
 AA2381| PID    Reference Object                     Distance      Geod. Az  |
 AA2381|                                                           dddmmss.s |
 AA2381| AA2380 43 13                               433.052 METERS 2683758.0 |
 AA2381|---------------------------------------------------------------------|
 AA2381
 AA2381                          SUPERSEDED SURVEY CONTROL
 AA2381
 AA2381  ELLIP H (11/30/94)  100.35   (m)                       GP(       ) 4 1
 AA2381  NGVD 29 (11/30/94)  127.7    (m)          419.     (f) GPS OBS        
 AA2381
 AA2381.Superseded values are not recommended for survey control.
 AA2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2381.See file dsdata.txt to determine how the superseded data were derived.
 AA2381
 AA2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3275539512(NAD 83)
 AA2381_MARKER: DD = SURVEY DISK
 AA2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2381_SP_SET: CONCRETE POST
 AA2381_STAMPING: 43-14 1992
 AA2381_MARK LOGO: ALHD  
 AA2381_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2381+STABILITY: SURFACE MOTION
 AA2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2381+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2381
 AA2381  HISTORY     - Date     Condition        Report By
 AA2381  HISTORY     - 1992     MONUMENTED       ALHD
 AA2381
 AA2381                          STATION DESCRIPTION
 AA2381
 AA2381'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2381'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2381'A COUNTY GRAVEL ROAD, ABOUT 4.95 MI (7.97 KM) WEST OF FORT DEPOSIT AND
 AA2381'ABOUT 5.55 MI (8.93 KM) SOUTHEAST OF MOUNT WILLING. TO REACH THE
 AA2381'STATION FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA 185) IN FORT
 AA2381'DEPOSIT, DRIVE WEST ON ALA 185 FOR 4.00 MI (6.44 KM) TO MILE POST
 AA2381'16.55 WHERE ALA 185 CURVES TO THE LEFT AND A GRAVEL ROAD CONTINUES
 AA2381'WEST, CONTINUE WEST ON THE GRAVEL ROAD FOR 3.55 MI (5.71 KM) TO THE
 AA2381'STATION ON THE RIGHT. THE STATION IS 33.0 FT (10.1 M) NORTH OF THE
 AA2381'CENTER OF THE GRAVEL ROAD, 64.0 FT (19.5 M) WEST OF AN ANGLE POWER
 AA2381'POLE WITH ONE GUY WIRE, 65.7 FT (20.0 M) WEST OF TELEPHONE CABLE
 AA2381'PEDESTAL NO. PED 12, 2.1 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST,
 AA2381'AND SET FLUSH WITH THE GROUND. STATION 43-13 1992 MAY BE USED AS AN
 AA2381'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2382 ***********************************************************************
 AA2382  DESIGNATION -  43 15
 AA2382  PID         -  AA2382
 AA2382  STATE/COUNTY-  AL/LOWNDES
 AA2382  USGS QUAD   -  DANIELSVILLE (1971)
 AA2382
 AA2382                         *CURRENT SURVEY CONTROL
 AA2382  ___________________________________________________________________
 AA2382* NAD 83(1992)-  31 58 40.25437(N)    086 27 27.53863(W)     ADJUSTED  
 AA2382* NAVD 88     -       147.3    (meters)     483.     (feet)  VERTCON   
 AA2382  ___________________________________________________________________
 AA2382  X           -     334,601.300 (meters)                     COMP
 AA2382  Y           -  -5,405,114.465 (meters)                     COMP
 AA2382  Z           -   3,358,411.652 (meters)                     COMP
 AA2382  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AA2382  ELLIP HEIGHT-         119.98  (meters)          (07/29/02) GPS OBS
 AA2382  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AA2382
 AA2382  HORZ ORDER  -  FIRST
 AA2382  ELLP ORDER  -  FOURTH    CLASS I
 AA2382
 AA2382.The horizontal coordinates were established by GPS observations
 AA2382.and adjusted by the National Geodetic Survey in November 1994..
 AA2382
 AA2382.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2382.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2382
 AA2382.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2382
 AA2382.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2382
 AA2382.The ellipsoidal height was determined by GPS observations
 AA2382.and is referenced to NAD 83.
 AA2382
 AA2382.The geoid height was determined by GEOID03.
 AA2382
 AA2382;                    North         East     Units Scale Factor Converg.
 AA2382;SPC AL W     -   219,742.710   698,514.472   MT  1.00005298   +0 33 07.4
 AA2382;UTM  16      - 3,538,108.801   551,240.543   MT  0.99963238   +0 17 14.0
 AA2382
 AA2382!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2382!SPC AL W     -   0.99998116  x   1.00005298  =   1.00003414
 AA2382!UTM  16      -   0.99998116  x   0.99963238  =   0.99961355
 AA2382
 AA2382:                Primary Azimuth Mark                     Grid Az
 AA2382:SPC AL W     -  43 16                                    088 33 19.3
 AA2382:UTM  16      -  43 16                                    088 49 12.7
 AA2382
 AA2382|---------------------------------------------------------------------|
 AA2382| PID    Reference Object                     Distance      Geod. Az  |
 AA2382|                                                           dddmmss.s |
 AA2382| AA2383 43 16                               463.360 METERS 0890626.7 |
 AA2382|---------------------------------------------------------------------|
 AA2382
 AA2382                          SUPERSEDED SURVEY CONTROL
 AA2382
 AA2382  ELLIP H (11/30/94)  120.05   (m)                       GP(       ) 4 1
 AA2382  NGVD 29 (11/30/94)  147.2    (m)          483.     (f) GPS OBS        
 AA2382
 AA2382.Superseded values are not recommended for survey control.
 AA2382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2382.See file dsdata.txt to determine how the superseded data were derived.
 AA2382
 AA2382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5124138109(NAD 83)
 AA2382_MARKER: DD = SURVEY DISK
 AA2382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2382_SP_SET: CONCRETE POST
 AA2382_STAMPING: 43-15 1992
 AA2382_MARK LOGO: ALHD  
 AA2382_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2382+STABILITY: SURFACE MOTION
 AA2382_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2382+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2382
 AA2382  HISTORY     - Date     Condition        Report By
 AA2382  HISTORY     - 1992     MONUMENTED       ALHD
 AA2382
 AA2382                          STATION DESCRIPTION
 AA2382
 AA2382'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2382'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2382'LOWNDES COUNTY ROAD NO. 4, ABOUT 2.00 MI (3.22 KM) EAST OF LOGAN AND
 AA2382'ABOUT 3.20 MI (5.15 KM) SOUTH OF SANDY RIDGE. TO REACH THE STATION
 AA2382'FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA 185) IN FORT DEPOSIT,
 AA2382'DRIVE EAST ON ALA 185 FOR 2.45 MI (3.94 KM) TO MILE POST 23.00, U.S.
 AA2382'31 LEFT AND RIGHT, AND LOWNDES COUNTY ROAD NO. 4 AHEAD, CONTINUE EAST
 AA2382'ON LOWNDES COUNTY ROAD NO. 4 FOR 2.15 MI (3.46 KM) TO THE STATION ON
 AA2382'THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED
 AA2382'WIRE FENCE ON OLD TREATED WOOD POSTS, 40.3 FT (12.3 M) NORTH OF THE
 AA2382'CENTERLINE OF LOWNDES COUNTY ROAD NO. 4, 43.9 FT (13.4 M) EAST OF A
 AA2382'FENCE CORNER EAST OF A PAVED DRIVEWAY, 48.3 FT (14.7 M) NORTHEAST OF A
 AA2382'SIX BY SIX INCH POST FOR A LARGE MAIL BOX RT 1, BOX 99, 74.0 FT (22.6
 AA2382'M) EAST OF THE CENTER OF A PAVED DRIVEWAY, 88.5 FT (27.0 M)
 AA2382'NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. P 26 ACROSS THE ROAD,
 AA2382'95.0 FT (29.0 M) EAST OF THE SOUTH CROSS TIE POST OF A METAL GATE
 AA2382'ACROSS THE DRIVEWAY, 97.0 FT (29.6 M) NORTH-NORTHEAST OF THE EAST POST
 AA2382'OF A METAL GATE ACROSS THE ROAD, 3.5 FT (1.1 M) SOUTH OF A CARSONITE
 AA2382'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-16 1992 MAY BE
 AA2382'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2383 ***********************************************************************
 AA2383  DESIGNATION -  43 16
 AA2383  PID         -  AA2383
 AA2383  STATE/COUNTY-  AL/LOWNDES
 AA2383  USGS QUAD   -  DANIELSVILLE (1971)
 AA2383
 AA2383                         *CURRENT SURVEY CONTROL
 AA2383  ___________________________________________________________________
 AA2383* NAD 83(1992)-  31 58 40.48837(N)    086 27 09.89191(W)     ADJUSTED  
 AA2383* NAVD 88     -       136.5    (meters)     448.     (feet)  VERTCON   
 AA2383  ___________________________________________________________________
 AA2383  X           -     335,062.926 (meters)                     COMP
 AA2383  Y           -  -5,405,072.908 (meters)                     COMP
 AA2383  Z           -   3,358,412.073 (meters)                     COMP
 AA2383  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AA2383  ELLIP HEIGHT-         109.23  (meters)          (07/29/02) GPS OBS
 AA2383  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA2383
 AA2383  HORZ ORDER  -  FIRST
 AA2383  ELLP ORDER  -  FOURTH    CLASS I
 AA2383
 AA2383.The horizontal coordinates were established by GPS observations
 AA2383.and adjusted by the National Geodetic Survey in November 1994..
 AA2383
 AA2383.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2383.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2383
 AA2383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2383
 AA2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2383
 AA2383.The ellipsoidal height was determined by GPS observations
 AA2383.and is referenced to NAD 83.
 AA2383
 AA2383.The geoid height was determined by GEOID03.
 AA2383
 AA2383;                    North         East     Units Scale Factor Converg.
 AA2383;SPC AL W     -   219,754.392   698,977.710   MT  1.00005411   +0 33 16.8
 AA2383;UTM  16      - 3,538,118.338   551,703.635   MT  0.99963297   +0 17 23.4
 AA2383
 AA2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2383!SPC AL W     -   0.99998285  x   1.00005411  =   1.00003696
 AA2383!UTM  16      -   0.99998285  x   0.99963297  =   0.99961583
 AA2383
 AA2383:                Primary Azimuth Mark                     Grid Az
 AA2383:SPC AL W     -  43 15                                    268 33 19.3
 AA2383:UTM  16      -  43 15                                    268 49 12.7
 AA2383
 AA2383|---------------------------------------------------------------------|
 AA2383| PID    Reference Object                     Distance      Geod. Az  |
 AA2383|                                                           dddmmss.s |
 AA2383| AA2382 43 15                               463.360 METERS 2690636.1 |
 AA2383|---------------------------------------------------------------------|
 AA2383
 AA2383                          SUPERSEDED SURVEY CONTROL
 AA2383
 AA2383  ELLIP H (11/30/94)  109.30   (m)                       GP(       ) 4 1
 AA2383  NGVD 29 (11/30/94)  136.5    (m)          448.     (f) GPS OBS        
 AA2383
 AA2383.Superseded values are not recommended for survey control.
 AA2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2383.See file dsdata.txt to determine how the superseded data were derived.
 AA2383
 AA2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5170438118(NAD 83)
 AA2383_MARKER: DD = SURVEY DISK
 AA2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2383_SP_SET: CONCRETE POST
 AA2383_STAMPING: 43-16 1992
 AA2383_MARK LOGO: ALHD  
 AA2383_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2383+STABILITY: SURFACE MOTION
 AA2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2383+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2383
 AA2383  HISTORY     - Date     Condition        Report By
 AA2383  HISTORY     - 1992     MONUMENTED       ALHD
 AA2383
 AA2383                          STATION DESCRIPTION
 AA2383
 AA2383'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2383'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2383'LOWNDES COUNTY ROAD NO. 4, ABOUT 2.30 MI (3.70 KM) EAST OF LOGAN AND
 AA2383'ABOUT 3.20 MI (5.15 KM) SOUTH OF SANDY RIDGE. TO REACH THE STATION
 AA2383'FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA 185) IN FORT DEPOSIT,
 AA2383'DRIVE EAST ON ALA 185 FOR 2.45 MI (3.94 KM) TO MILE POST 23.00, U.S.
 AA2383'31 LEFT AND RIGHT, AND LOWNDES COUNTY ROAD NO. 4 AHEAD, CONTINUE EAST
 AA2383'ON LOWNDES COUNTY ROAD NO. 4 FOR 2.45 MI (3.94 KM) TO THE STATION ON
 AA2383'THE RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A SIX STRAND BARBED
 AA2383'WIRE FENCE ON WOOD AND STEEL POSTS, 4.8 FT (1.5 M) NORTHEAST OF THE
 AA2383'EAST CROSS TIE POST OF A PIPE AND STEEL ROD GATE, 19.0 FT (5.8 M)
 AA2383'EAST-NORTHEAST OF THE WEST CROSS TIE POST OF A PIPE AND STEEL ROD
 AA2383'GATE, 37.4 FT (11.4 M) SOUTH OF THE CENTERLINE OF LOWNDES COUNTY ROAD
 AA2383'NO. 4, 52.4 FT (16.0 M) WEST-NORTHWEST OF A JUNCTION POWER POLE IN THE
 AA2383'PASTURE, 3.2 FT (1.0 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA2383'FLUSH WITH THE GROUND. STATION 43-15 1992 MAY BE USED AS AN AZIMUTH
 AA2383'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2384 ***********************************************************************
 AA2384  DESIGNATION -  43 17
 AA2384  PID         -  AA2384
 AA2384  STATE/COUNTY-  AL/LOWNDES
 AA2384  USGS QUAD   -  MINTER (1987)
 AA2384
 AA2384                         *CURRENT SURVEY CONTROL
 AA2384  ___________________________________________________________________
 AA2384* NAD 83(1992)-  32 03 34.95924(N)    086 53 11.07882(W)     ADJUSTED  
 AA2384* NAVD 88     -        80.4    (meters)     264.     (feet)  VERTCON   
 AA2384  ___________________________________________________________________
 AA2384  X           -     293,879.742 (meters)                     COMP
 AA2384  Y           -  -5,402,604.415 (meters)                     COMP
 AA2384  Z           -   3,366,072.771 (meters)                     COMP
 AA2384  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AA2384  ELLIP HEIGHT-          52.91  (meters)          (07/29/02) GPS OBS
 AA2384  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AA2384
 AA2384  HORZ ORDER  -  FIRST
 AA2384  ELLP ORDER  -  FOURTH    CLASS I
 AA2384
 AA2384.The horizontal coordinates were established by GPS observations
 AA2384.and adjusted by the National Geodetic Survey in November 1994..
 AA2384
 AA2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2384
 AA2384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2384
 AA2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2384
 AA2384.The ellipsoidal height was determined by GPS observations
 AA2384.and is referenced to NAD 83.
 AA2384
 AA2384.The geoid height was determined by GEOID03.
 AA2384
 AA2384;                    North         East     Units Scale Factor Converg.
 AA2384;SPC AL W     -   228,509.674   657,938.991   MT  0.99997472   +0 19 32.5
 AA2384;UTM  16      - 3,547,059.869   510,722.153   MT  0.99960142   +0 03 37.1
 AA2384
 AA2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2384!SPC AL W     -   0.99999169  x   0.99997472  =   0.99996641
 AA2384!UTM  16      -   0.99999169  x   0.99960142  =   0.99959312
 AA2384
 AA2384:                Primary Azimuth Mark                     Grid Az
 AA2384:SPC AL W     -  43 18                                    355 35 12.0
 AA2384:UTM  16      -  43 18                                    355 51 07.4
 AA2384
 AA2384|---------------------------------------------------------------------|
 AA2384| PID    Reference Object                     Distance      Geod. Az  |
 AA2384|                                                           dddmmss.s |
 AA2384| AA2385 43 18                               457.079 METERS 3555444.5 |
 AA2384|---------------------------------------------------------------------|
 AA2384
 AA2384                          SUPERSEDED SURVEY CONTROL
 AA2384
 AA2384  ELLIP H (11/30/94)   52.98   (m)                       GP(       ) 4 1
 AA2384  NGVD 29 (11/30/94)   80.4    (m)          264.     (f) GPS OBS        
 AA2384
 AA2384.Superseded values are not recommended for survey control.
 AA2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2384.See file dsdata.txt to determine how the superseded data were derived.
 AA2384
 AA2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1072247060(NAD 83)
 AA2384_MARKER: DD = SURVEY DISK
 AA2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2384_SP_SET: CONCRETE POST
 AA2384_STAMPING: 43-17 1992
 AA2384_MARK LOGO: ALHD  
 AA2384_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2384+STABILITY: SURFACE MOTION
 AA2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2384+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2384
 AA2384  HISTORY     - Date     Condition        Report By
 AA2384  HISTORY     - 1992     MONUMENTED       ALHD
 AA2384
 AA2384                          STATION DESCRIPTION
 AA2384
 AA2384'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2384'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE WEST RIGHT OF WAY OF
 AA2384'LOWNDES COUNTY ROAD NO. 63, ABOUT 1.30 MI (2.09 KM) SOUTH OF
 AA2384'FARMERSVILLE AND ABOUT 5.25 MI (8.45 KM) WEST-NORTHWEST OF BRAGGS. TO
 AA2384'REACH THE STATION FROM EXIT 130 ON I-65 (MILE POST 5.30 ON ALA 185) IN
 AA2384'GREENVILLE, DRIVE NORTHWEST ON ALA 185 FOR 2.40 MI (3.86 KM) TO MILE
 AA2384'POST 7.70 AND A Y-INTERSECTION WITH ALA 185 ON THE RIGHT AND ALA 263
 AA2384'ON THE LEFT, BEAR LEFT ON ALA 263 AND DRIVE NORTHWEST FOR 6.55 MI
 AA2384'(10.54 KM) TO MILE POST 6.55 AND THE BUTLER-LOWNDES COUNTY LINE,
 AA2384'CONTINUE NORTHWEST ON ALA 263 FOR 8.40 MI (13.52 KM) TO MILE POST
 AA2384'14.95, ALA 21 LEFT AND RIGHT, AND LOWNDES COUNTY ROAD NO. 7 AHEAD,
 AA2384'CONTINUE NORTHWEST ON LOWNDES COUNTY ROAD NO. 7 FOR FOR 3.80 MI (6.12
 AA2384'KM) TO LOWNDES COUNTY ROAD NO. 16 ON THE LEFT, TURN LEFT ON LOWNDES
 AA2384'COUNTY ROAD NO. 16 AND DRIVE WEST FOR 3.50 MI (5.63 KM) TO LOWNDES
 AA2384'COUNTY ROAD NO. 63 ON THE LEFT, TURN LEFT ON LOWNDES COUNTY ROAD NO.
 AA2384'63 AND DRIVE SOUTH FOR 2.45 MI (3.94 KM) TO THE STATION ON THE RIGHT.
 AA2384'THE STATION IS 3.0 FT (0.9 M) EAST OF A SIX STRAND BARBED WIRE FENCE
 AA2384'ON SPLIT WOOD POSTS, 38.6 FT (11.8 M) WEST OF THE CENTERLINE OF
 AA2384'LOWNDES COUNTY ROAD NO. 63, 90.6 FT (27.6 M) NORTH OF A FENCE
 AA2384'JUNCTION, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA2384'FLUSH WITH THE GROUND. STATION 43-18 1992 MAY BE USED AS AN AZIMUTH
 AA2384'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2385 ***********************************************************************
 AA2385  DESIGNATION -  43 18
 AA2385  PID         -  AA2385
 AA2385  STATE/COUNTY-  AL/LOWNDES
 AA2385  USGS QUAD   -  MINTER (1987)
 AA2385
 AA2385                         *CURRENT SURVEY CONTROL
 AA2385  ___________________________________________________________________
 AA2385* NAD 83(1992)-  32 03 49.76066(N)    086 53 12.32098(W)     ADJUSTED  
 AA2385* NAVD 88     -        80.8    (meters)     265.     (feet)  VERTCON   
 AA2385  ___________________________________________________________________
 AA2385  X           -     293,834.082 (meters)                     COMP
 AA2385  Y           -  -5,402,364.871 (meters)                     COMP
 AA2385  Z           -   3,366,459.370 (meters)                     COMP
 AA2385  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AA2385  ELLIP HEIGHT-          53.32  (meters)          (07/29/02) GPS OBS
 AA2385  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AA2385
 AA2385  HORZ ORDER  -  FIRST
 AA2385  ELLP ORDER  -  FOURTH    CLASS I
 AA2385
 AA2385.The horizontal coordinates were established by GPS observations
 AA2385.and adjusted by the National Geodetic Survey in November 1994..
 AA2385
 AA2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2385
 AA2385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2385
 AA2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2385
 AA2385.The ellipsoidal height was determined by GPS observations
 AA2385.and is referenced to NAD 83.
 AA2385
 AA2385.The geoid height was determined by GEOID03.
 AA2385
 AA2385;                    North         East     Units Scale Factor Converg.
 AA2385;SPC AL W     -   228,965.386   657,903.819   MT  0.99997467   +0 19 32.0
 AA2385;UTM  16      - 3,547,515.569   510,689.104   MT  0.99960141   +0 03 36.4
 AA2385
 AA2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2385!SPC AL W     -   0.99999163  x   0.99997467  =   0.99996630
 AA2385!UTM  16      -   0.99999163  x   0.99960141  =   0.99959304
 AA2385
 AA2385:                Primary Azimuth Mark                     Grid Az
 AA2385:SPC AL W     -  43 17                                    175 35 11.8
 AA2385:UTM  16      -  43 17                                    175 51 07.4
 AA2385
 AA2385|---------------------------------------------------------------------|
 AA2385| PID    Reference Object                     Distance      Geod. Az  |
 AA2385|                                                           dddmmss.s |
 AA2385| AA2384 43 17                               457.079 METERS 1755443.8 |
 AA2385|---------------------------------------------------------------------|
 AA2385
 AA2385                          SUPERSEDED SURVEY CONTROL
 AA2385
 AA2385  ELLIP H (11/30/94)   53.39   (m)                       GP(       ) 4 1
 AA2385  NGVD 29 (11/30/94)   80.8    (m)          265.     (f) GPS OBS        
 AA2385
 AA2385.Superseded values are not recommended for survey control.
 AA2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2385.See file dsdata.txt to determine how the superseded data were derived.
 AA2385
 AA2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1068947516(NAD 83)
 AA2385_MARKER: DD = SURVEY DISK
 AA2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2385_SP_SET: CONCRETE POST
 AA2385_STAMPING: 43-18 1992
 AA2385_MARK LOGO: ALHD  
 AA2385_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2385+STABILITY: SURFACE MOTION
 AA2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2385+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2385
 AA2385  HISTORY     - Date     Condition        Report By
 AA2385  HISTORY     - 1992     MONUMENTED       ALHD
 AA2385
 AA2385                          STATION DESCRIPTION
 AA2385
 AA2385'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2385'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE WEST RIGHT OF WAY OF
 AA2385'LOWNDES COUNTY ROAD NO. 63, ABOUT 1.00 MI (1.61 KM) SOUTH OF
 AA2385'FARMERSVILLE AND ABOUT 5.35 MI (8.61 KM) WEST-NORTHWEST OF BRAGGS. TO
 AA2385'REACH THE STATION FROM EXIT 130 ON I-65 (MILE POST 5.30 ON ALA 185) IN
 AA2385'GREENVILLE, DRIVE NORTHWEST ON ALA 185 FOR 2.40 MI (3.86 KM) TO MILE
 AA2385'POST 7.70 AND A Y-INTERSECTION WITH ALA 185 ON THE RIGHT AND ALA 263
 AA2385'ON THE LEFT, BEAR LEFT ON ALA 263 AND DRIVE NORTHWEST FOR 6.55 MI
 AA2385'(10.54 KM) TO MILE POST 6.55 AND THE BUTLER-LOWNDES COUNTY LINE,
 AA2385'CONTINUE NORTHWEST ON ALA 263 FOR 8.40 MI (13.52 KM) TO MILE POST
 AA2385'14.95, ALA 21 LEFT AND RIGHT, AND LOWNDES COUNTY ROAD NO. 7 AHEAD,
 AA2385'CONTINUE NORTHWEST ON LOWNDES COUNTY ROAD NO. 7 FOR 3.80 MI (6.12 KM)
 AA2385'TO LOWNDES COUNTY ROAD NO. 16 ON THE LEFT, TURN LEFT ON LOWNDES COUNTY
 AA2385'ROAD NO. 16 AND DRIVE WEST FOR 3.50 MI (5.63 KM) TO LOWNDES COUNTY
 AA2385'ROAD NO. 63 ON THE LEFT, TURN LEFT ON LOWNDES COUNTY ROAD NO. 63 AND
 AA2385'DRIVE SOUTH FOR 2.15 MI (3.46 KM) TO THE STATION ON THE RIGHT. THE
 AA2385'STATION IS 4.1 FT (1.2 M) EAST OF A SIX STRAND BARBED WIRE FENCE ON
 AA2385'WOOD POSTS, 37.6 FT (11.5 M) WEST OF THE CENTERLINE OF LOWNDES COUNTY
 AA2385'ROAD NO. 63, 69.5 FT (21.2 M) NORTH-NORTHWEST OF AN ANGLE POWER POLE
 AA2385'WITH A GUY POLE ACROSS THE ROAD, 76.5 FT (23.3 M) NORTH OF BENCH MARK
 AA2385'V 351 RESET 195-, 77.6 FT (23.7 M) NORTH OF A METAL WITNESS POST,
 AA2385'102.4 FT (31.2 M) WEST-NORTHWEST OF A POWER LINE GUY POLE ACROSS THE
 AA2385'ROAD, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2385'WITH THE GROUND. STATION 43-17 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2385'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2386 ***********************************************************************
 AA2386  DESIGNATION -  43 19
 AA2386  PID         -  AA2386
 AA2386  STATE/COUNTY-  AL/LOWNDES
 AA2386  USGS QUAD   -  BRAGGS (1987)
 AA2386
 AA2386                         *CURRENT SURVEY CONTROL
 AA2386  ___________________________________________________________________
 AA2386* NAD 83(1992)-  32 04 34.21029(N)    086 46 41.29833(W)     ADJUSTED  
 AA2386* NAVD 88     -        69.7    (meters)     229.     (feet)  VERTCON   
 AA2386  ___________________________________________________________________
 AA2386  X           -     304,033.593 (meters)                     COMP
 AA2386  Y           -  -5,401,062.905 (meters)                     COMP
 AA2386  Z           -   3,367,613.685 (meters)                     COMP
 AA2386  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AA2386  ELLIP HEIGHT-          42.19  (meters)          (07/29/02) GPS OBS
 AA2386  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA2386
 AA2386  HORZ ORDER  -  FIRST
 AA2386  ELLP ORDER  -  FOURTH    CLASS I
 AA2386
 AA2386.The horizontal coordinates were established by GPS observations
 AA2386.and adjusted by the National Geodetic Survey in November 1994..
 AA2386
 AA2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2386
 AA2386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2386
 AA2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2386
 AA2386.The ellipsoidal height was determined by GPS observations
 AA2386.and is referenced to NAD 83.
 AA2386
 AA2386.The geoid height was determined by GEOID03.
 AA2386
 AA2386;                    North         East     Units Scale Factor Converg.
 AA2386;SPC AL W     -   230,397.928   668,150.767   MT  0.99999059   +0 23 00.1
 AA2386;UTM  16      - 3,548,900.090   520,938.692   MT  0.99960541   +0 07 04.1
 AA2386
 AA2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2386!SPC AL W     -   0.99999338  x   0.99999059  =   0.99998397
 AA2386!UTM  16      -   0.99999338  x   0.99960541  =   0.99959879
 AA2386
 AA2386:                Primary Azimuth Mark                     Grid Az
 AA2386:SPC AL W     -  43 20                                    027 34 20.0
 AA2386:UTM  16      -  43 20                                    027 50 16.0
 AA2386
 AA2386|---------------------------------------------------------------------|
 AA2386| PID    Reference Object                     Distance      Geod. Az  |
 AA2386|                                                           dddmmss.s |
 AA2386| AA2387 43 20                               447.235 METERS 0275720.1 |
 AA2386|---------------------------------------------------------------------|
 AA2386
 AA2386                          SUPERSEDED SURVEY CONTROL
 AA2386
 AA2386  ELLIP H (11/30/94)   42.25   (m)                       GP(       ) 4 1
 AA2386  NGVD 29 (11/30/94)   69.6    (m)          228.     (f) GPS OBS        
 AA2386
 AA2386.Superseded values are not recommended for survey control.
 AA2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2386.See file dsdata.txt to determine how the superseded data were derived.
 AA2386
 AA2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2093948900(NAD 83)
 AA2386_MARKER: DD = SURVEY DISK
 AA2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2386_SP_SET: CONCRETE POST
 AA2386_STAMPING: 43-19 1992
 AA2386_MARK LOGO: ALHD  
 AA2386_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2386+STABILITY: SURFACE MOTION
 AA2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2386+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2386
 AA2386  HISTORY     - Date     Condition        Report By
 AA2386  HISTORY     - 1992     MONUMENTED       ALHD
 AA2386
 AA2386                          STATION DESCRIPTION
 AA2386
 AA2386'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2386'THE STATION IS LOCATED IN LOWNDES COUNTY ON A HIGH VOLTAGE POWER LINE
 AA2386'RIGHT OF WAY, ABOUT 2.05 MI (3.30 KM) NORTHEAST OF BRAGGS AND ABOUT
 AA2386'4.55 MI (7.32 KM) WEST-NORTHWEST OF MOUNT WILLING. TO REACH THE
 AA2386'STATION FROM EXIT 130 ON I-65 (MILE POST 5.30 ON ALA 185) IN
 AA2386'GREENVILLE, DRIVE NORTHWEST ON ALA 185 FOR 2.40 MI (3.86 KM) TO MILE
 AA2386'POST 7.70 AND A Y-INTERSECTION WITH ALA 185 ON THE RIGHT AND ALA 263
 AA2386'ON THE LEFT, BEAR LEFT ON ALA 263 AND DRIVE NORTHWEST FOR 6.55 MI
 AA2386'(10.54 KM) TO MILE POST 6.55 AND THE BUTLER-LOWNDES COUNTY LINE,
 AA2386'CONTINUE NORTHWEST ON ALA 263 FOR 8.40 MI (13.52 KM) TO MILE POST
 AA2386'14.95, ALA 21 LEFT AND RIGHT, AND LOWNDES COUNTY ROAD NO. 7 AHEAD,
 AA2386'CONTINUE NORTHWEST ON LOWNDES COUNTY ROAD NO. 7 FOR 3.05 MI (4.91 KM)
 AA2386'TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY
 AA2386'ROAD AND DRIVE EAST FOR 1.90 MI (3.06 KM) TO THE END OF PAVEMENT AT
 AA2386'WHITE LILY CHURCH, CONTINUE EAST ON A GRAVEL ROAD FOR 1.85 MI (2.98
 AA2386'KM) TO A HIGH VOLTAGE POWER LINE CROSSING, CONTINUE EAST ON THE GRAVEL
 AA2386'ROAD FOR 0.40 MI (0.64 KM) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ON
 AA2386'THE WOODS ROAD AND DRIVE WEST-SOUTHWEST FOR 0.15 MI (0.24 KM) TO A
 AA2386'Y-INTERSECTION, BEAR RIGHT ON A WOODS ROAD AND DRIVE WEST FOR 0.35 MI
 AA2386'(0.56 KM) TO THE HIGH VOLTAGE POWER LINE AND THE STATION ON THE RIGHT.
 AA2386'THE STATION IS 31.5 FT (9.6 M) NORTHWEST OF THE CENTER OF THE WOODS
 AA2386'ROAD, 110.4 FT (33.6 M) SOUTH-SOUTHWEST OF POWER POLE NO. 50, 117.5 FT
 AA2386'(35.8 M) NORTHEAST OF THE NORTHEAST CORNER OF A HUNTING STAND, 1.7 FT
 AA2386'(0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2386'GROUND. STATION 43-20 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3190 ***********************************************************************
 CN3190  DESIGNATION -  43 2
 CN3190  PID         -  CN3190
 CN3190  STATE/COUNTY-  AL/LOWNDES
 CN3190  USGS QUAD   -  LOWNDESBORO (1981)
 CN3190
 CN3190                         *CURRENT SURVEY CONTROL
 CN3190  ___________________________________________________________________
 CN3190* NAD 83(1992)-  32 15 58.66588(N)    086 37 13.79272(W)     ADJUSTED  
 CN3190* NAVD 88     -       122.0    (meters)     400.     (feet)  VERTCON   
 CN3190  ___________________________________________________________________
 CN3190  X           -     318,233.455 (meters)                     COMP
 CN3190  Y           -  -5,389,043.677 (meters)                     COMP
 CN3190  Z           -   3,385,487.626 (meters)                     COMP
 CN3190  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CN3190  ELLIP HEIGHT-          94.30  (meters)          (07/29/02) GPS OBS
 CN3190  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CN3190
 CN3190  HORZ ORDER  -  FIRST
 CN3190  ELLP ORDER  -  FOURTH    CLASS I
 CN3190
 CN3190.The horizontal coordinates were established by GPS observations
 CN3190.and adjusted by the National Geodetic Survey in December 1992..
 CN3190
 CN3190.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3190.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3190
 CN3190.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3190
 CN3190.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3190
 CN3190.The ellipsoidal height was determined by GPS observations
 CN3190.and is referenced to NAD 83.
 CN3190
 CN3190.The geoid height was determined by GEOID03.
 CN3190
 CN3190;                    North         East     Units Scale Factor Converg.
 CN3190;SPC AL W     -   251,591.162   682,861.700   MT  1.00001797   +0 28 10.4
 CN3190;UTM  16      - 3,570,016.418   535,742.117   MT  0.99961575   +0 12 09.4
 CN3190
 CN3190!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3190!SPC AL W     -   0.99998519  x   1.00001797  =   1.00000316
 CN3190!UTM  16      -   0.99998519  x   0.99961575  =   0.99960095
 CN3190
 CN3190                          SUPERSEDED SURVEY CONTROL
 CN3190
 CN3190  ELLIP H (12/04/92)   94.36   (m)                       GP(       ) 4 1
 CN3190  NAD 83(1986)-  32 15 58.67629(N)    086 37 13.79776(W) AD(       ) 1
 CN3190  NGVD 29 (12/04/92)  122.0    (m)          400.     (f) GPS OBS        
 CN3190
 CN3190.Superseded values are not recommended for survey control.
 CN3190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3190.See file dsdata.txt to determine how the superseded data were derived.
 CN3190
 CN3190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3574270016(NAD 83)
 CN3190_MARKER: DD = SURVEY DISK
 CN3190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3190_SP_SET: CONCRETE POST
 CN3190_STAMPING: 43-2 1991
 CN3190_MARK LOGO: ALHD  
 CN3190_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3190+STABILITY: SURFACE MOTION
 CN3190_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3190+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 CN3190
 CN3190  HISTORY     - Date     Condition        Report By
 CN3190  HISTORY     - 1991     MONUMENTED       ALHD
 CN3190  HISTORY     - 19920316 GOOD
 CN3190
 CN3190                          STATION DESCRIPTION
 CN3190
 CN3190'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3190'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3190'U.S. 80, ABOUT 0.85 MI (1.37 KM) SOUTHWEST OF LOWNDESBORO AND ABOUT
 CN3190'6.10 MI (9.82 KM) NORTH-NORTHWEST OF HAYNEVILLE.
 CN3190'TO REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 97 (MILE
 CN3190'POST 115.65 ON U.S. 80 AND MILE POST 29.90 ON ALA 97) IN LOWNDESBORO,
 CN3190'DRIVE WEST ON U.S. 80 FOR 0.75 MI (1.21 KM) TO MILE POST 114.90 AND
 CN3190'THE STATION ON THE RIGHT.
 CN3190'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A HOG WIRE FENCE ON
 CN3190'OLD WOOD POSTS, 36.8 FT (11.2 M) WEST-SOUTHWEST OF A FENCE CORNER
 CN3190'WEST OF A GRAVEL DRIVEWAY, 37.7 FT (11.5 M) WEST-SOUTHWEST OF A STEEL
 CN3190'POST AT THE FENCE CORNER WEST OF A GRAVEL DRIVEWAY, 52.2 FT (15.9 M)
 CN3190'WEST OF U. S. C. E. WITNESS POST MC - 5 3.0, 52.7 FT (16.1 M) WEST OF
 CN3190'U. S. C. E. MARK MC - 5 1979, 108.0 FT (32.9 M) NORTH-NORTHWEST OF
 CN3190'THE CENTER LINE OF THE WEST BOUND LANES OF U.S. 80, 2.6 FT (0.8 M)
 CN3190'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3190'STATION 43-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3190
 CN3190                          STATION RECOVERY (1992)
 CN3190
 CN3190'RECOVERED 1992
 CN3190'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2387 ***********************************************************************
 AA2387  DESIGNATION -  43 20
 AA2387  PID         -  AA2387
 AA2387  STATE/COUNTY-  AL/LOWNDES
 AA2387  USGS QUAD   -  BRAGGS (1987)
 AA2387
 AA2387                         *CURRENT SURVEY CONTROL
 AA2387  ___________________________________________________________________
 AA2387* NAD 83(1992)-  32 04 47.03550(N)    086 46 33.30385(W)     ADJUSTED  
 AA2387* NAVD 88     -        71.8    (meters)     236.     (feet)  VERTCON   
 AA2387  ___________________________________________________________________
 AA2387  X           -     304,231.233 (meters)                     COMP
 AA2387  Y           -  -5,400,843.485 (meters)                     COMP
 AA2387  Z           -   3,367,949.572 (meters)                     COMP
 AA2387  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 AA2387  ELLIP HEIGHT-          44.36  (meters)          (07/29/02) GPS OBS
 AA2387  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA2387
 AA2387  HORZ ORDER  -  FIRST
 AA2387  ELLP ORDER  -  FOURTH    CLASS I
 AA2387
 AA2387.The horizontal coordinates were established by GPS observations
 AA2387.and adjusted by the National Geodetic Survey in November 1994..
 AA2387
 AA2387.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2387.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2387
 AA2387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2387
 AA2387.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2387
 AA2387.The ellipsoidal height was determined by GPS observations
 AA2387.and is referenced to NAD 83.
 AA2387
 AA2387.The geoid height was determined by GEOID03.
 AA2387
 AA2387;                    North         East     Units Scale Factor Converg.
 AA2387;SPC AL W     -   230,794.367   668,357.775   MT  0.99999094   +0 23 04.5
 AA2387;UTM  16      - 3,549,295.412   521,147.454   MT  0.99960552   +0 07 08.4
 AA2387
 AA2387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2387!SPC AL W     -   0.99999303  x   0.99999094  =   0.99998397
 AA2387!UTM  16      -   0.99999303  x   0.99960552  =   0.99959856
 AA2387
 AA2387:                Primary Azimuth Mark                     Grid Az
 AA2387:SPC AL W     -  43 19                                    207 34 19.9
 AA2387:UTM  16      -  43 19                                    207 50 16.0
 AA2387
 AA2387|---------------------------------------------------------------------|
 AA2387| PID    Reference Object                     Distance      Geod. Az  |
 AA2387|                                                           dddmmss.s |
 AA2387| AA2386 43 19                               447.235 METERS 2075724.4 |
 AA2387|---------------------------------------------------------------------|
 AA2387
 AA2387                          SUPERSEDED SURVEY CONTROL
 AA2387
 AA2387  ELLIP H (11/30/94)   44.42   (m)                       GP(       ) 4 1
 AA2387  NGVD 29 (11/30/94)   71.8    (m)          236.     (f) GPS OBS        
 AA2387
 AA2387.Superseded values are not recommended for survey control.
 AA2387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2387.See file dsdata.txt to determine how the superseded data were derived.
 AA2387
 AA2387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2114749295(NAD 83)
 AA2387_MARKER: DD = SURVEY DISK
 AA2387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2387_SP_SET: CONCRETE POST
 AA2387_STAMPING: 43-20 1992
 AA2387_MARK LOGO: ALHD  
 AA2387_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2387+STABILITY: SURFACE MOTION
 AA2387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2387+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2387
 AA2387  HISTORY     - Date     Condition        Report By
 AA2387  HISTORY     - 1992     MONUMENTED       ALHD
 AA2387
 AA2387                          STATION DESCRIPTION
 AA2387
 AA2387'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2387'THE STATION IS LOCATED IN LOWNDES COUNTY ON A HIGH VOLTAGE POWER LINE
 AA2387'RIGHT OF WAY, ABOUT 2.30 MI (3.70 KM) NORTHEAST OF BRAGGS AND ABOUT
 AA2387'4.50 MI (7.24 KM) WEST-NORTHWEST OF MOUNT WILLING. TO REACH THE
 AA2387'STATION FROM EXIT 130 ON I-65 (MILE POST 5.30 ON ALA 185) IN
 AA2387'GREENVILLE, DRIVE NORTHWEST ON ALA 185 FOR 2.40 MI (3.86 KM) TO MILE
 AA2387'POST 7.70 AND A Y-INTERSECTION WITH ALA 185 ON THE RIGHT AND ALA 263
 AA2387'ON THE LEFT, BEAR LEFT ON ALA 263 AND DRIVE NORTHWEST FOR 6.55 MI
 AA2387'(10.54 KM) TO MILE POST 6.55 AND THE BUTLER-LOWNDES COUNTY LINE,
 AA2387'CONTINUE NORTHWEST ON ALA 263 FOR 8.40 MI (13.52 KM) TO MILE POST
 AA2387'14.95, ALA 21 LEFT AND RIGHT, AND LOWNDES COUNTY ROAD NO. 7 AHEAD,
 AA2387'CONTINUE NORTHWEST ON LOWNDES COUNTY ROAD NO. 7 FOR 3.05 MI (4.91 KM)
 AA2387'TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY
 AA2387'ROAD AND DRIVE EAST FOR 1.90 MI (3.06 KM) TO THE END OF PAVEMENT AT
 AA2387'WHITE LILY CHURCH, CONTINUE EAST ON A GRAVEL ROAD FOR 1.85 MI (2.98
 AA2387'KM) TO A HIGH VOLTAGE POWER LINE CROSSING, CONTINUE EAST ON THE GRAVEL
 AA2387'ROAD FOR 0.15 MI (0.24 KM) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ON
 AA2387'THE WOODS ROAD AND DRIVE WEST AND SOUTHWEST FOR 0.20 MI (0.32 KM) TO
 AA2387'THE HIGH VOLTAGE POWER LINE AND THE STATION. THE STATION IS 14.0 FT
 AA2387'(4.3 M) WEST-SOUTHWEST OF THE EAST EDGE OF THE CLEARING, 35.0 FT (10.7
 AA2387'M) EAST-SOUTHEAST OF THE WEST EDGE OF THE CLEARING, 141.3 FT (43.1 M)
 AA2387'SOUTH-SOUTHWEST OF POWER POLE NO. 48, 1.7 FT (0.5 M) EAST OF A
 AA2387'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-19
 AA2387'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2388 ***********************************************************************
 AA2388  DESIGNATION -  43 21
 AA2388  PID         -  AA2388
 AA2388  STATE/COUNTY-  AL/LOWNDES
 AA2388  USGS QUAD   -  MOUNT WILLING (1981)
 AA2388
 AA2388                         *CURRENT SURVEY CONTROL
 AA2388  ___________________________________________________________________
 AA2388* NAD 83(1992)-  32 03 36.45902(N)    086 41 46.97349(W)     ADJUSTED  
 AA2388* NAVD 88     -        90.6    (meters)     297.     (feet)  VERTCON   
 AA2388  ___________________________________________________________________
 AA2388  X           -     311,795.655 (meters)                     COMP
 AA2388  Y           -  -5,401,584.210 (meters)                     COMP
 AA2388  Z           -   3,366,117.368 (meters)                     COMP
 AA2388  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AA2388  ELLIP HEIGHT-          63.17  (meters)          (07/29/02) GPS OBS
 AA2388  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AA2388
 AA2388  HORZ ORDER  -  FIRST
 AA2388  ELLP ORDER  -  FOURTH    CLASS I
 AA2388
 AA2388.The horizontal coordinates were established by GPS observations
 AA2388.and adjusted by the National Geodetic Survey in November 1994..
 AA2388
 AA2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2388
 AA2388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2388
 AA2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2388
 AA2388.The ellipsoidal height was determined by GPS observations
 AA2388.and is referenced to NAD 83.
 AA2388
 AA2388.The geoid height was determined by GEOID03.
 AA2388
 AA2388;                    North         East     Units Scale Factor Converg.
 AA2388;SPC AL W     -   228,673.674   675,882.873   MT  1.00000432   +0 25 35.7
 AA2388;UTM  16      - 3,547,140.713   528,659.716   MT  0.99961013   +0 09 40.2
 AA2388
 AA2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2388!SPC AL W     -   0.99999008  x   1.00000432  =   0.99999440
 AA2388!UTM  16      -   0.99999008  x   0.99961013  =   0.99960022
 AA2388
 AA2388                          SUPERSEDED SURVEY CONTROL
 AA2388
 AA2388  ELLIP H (11/30/94)   63.24   (m)                       GP(       ) 4 1
 AA2388  NGVD 29 (11/30/94)   90.6    (m)          297.     (f) GPS OBS        
 AA2388
 AA2388.Superseded values are not recommended for survey control.
 AA2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2388.See file dsdata.txt to determine how the superseded data were derived.
 AA2388
 AA2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2866047141(NAD 83)
 AA2388_MARKER: DD = SURVEY DISK
 AA2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2388_SP_SET: CONCRETE POST
 AA2388_STAMPING: 43-21 1992
 AA2388_MARK LOGO: ALHD  
 AA2388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2388+STABILITY: SURFACE MOTION
 AA2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2388+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2388
 AA2388  HISTORY     - Date     Condition        Report By
 AA2388  HISTORY     - 1992     MONUMENTED       ALHD
 AA2388
 AA2388                          STATION DESCRIPTION
 AA2388
 AA2388'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2388'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2388'LOWNDES COUNTY ROAD NO. 45, ABOUT 0.30 MI (0.48 KM) SOUTHEAST OF MOUNT
 AA2388'WILLING AND ABOUT 4.95 MI (7.97 KM) NORTHWEST OF FORT DEPOSIT. TO
 AA2388'REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST
 AA2388'122.00 ON ALA 21 AND MILE POST 23.90 ON ALA 97) IN HAYNEVILLE, DRIVE
 AA2388'SOUTHWEST ON ALA 21 FOR 11.35 MI (18.27 KM) TO MILE POST 110.65 AND
 AA2388'LOWNDES COUNTY ROAD NO. 45 ON THE LEFT, TURN LEFT ON LOWNDES COUNTY
 AA2388'ROAD NO 45 AND DRIVE SOUTHEAST FOR 0.30 MI (0.48 KM) TO THE STATION ON
 AA2388'THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF TELEPHONE
 AA2388'CABLE PEDESTAL NO. PED 150, 41.1 FT (12.5 M) WEST OF A FOUR STRAND
 AA2388'BARBED WIRE FENCE ON STEEL POSTS, 43.4 FT (13.2 M) WEST-NORTHWEST OF
 AA2388'THE CROSS TIE END POST OF THE FENCE, 48.5 FT (14.8 M) NORTH-NORTHEAST
 AA2388'OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 45, 140.0 FT (42.7 M)
 AA2388'SOUTH OF THE SOUTHWEST CORNER OF A TIN COVERED BARN, 140.3 FT (42.8 M)
 AA2388'SOUTH-SOUTHEAST OF A POWER POLE IN THE FIELD, 1.7 FT (0.5 M) SOUTH OF
 AA2388'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-22
 AA2388'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2389 ***********************************************************************
 AA2389  DESIGNATION -  43 22
 AA2389  PID         -  AA2389
 AA2389  STATE/COUNTY-  AL/LOWNDES
 AA2389  USGS QUAD   -  MOUNT WILLING (1981)
 AA2389
 AA2389                         *CURRENT SURVEY CONTROL
 AA2389  ___________________________________________________________________
 AA2389* NAD 83(1992)-  32 03 27.72347(N)    086 41 27.93156(W)     ADJUSTED  
 AA2389* NAVD 88     -        89.1    (meters)     292.     (feet)  VERTCON   
 AA2389  ___________________________________________________________________
 AA2389  X           -     312,302.483 (meters)                     COMP
 AA2389  Y           -  -5,401,696.668 (meters)                     COMP
 AA2389  Z           -   3,365,888.497 (meters)                     COMP
 AA2389  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA2389  ELLIP HEIGHT-          61.61  (meters)          (07/29/02) GPS OBS
 AA2389  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA2389
 AA2389  HORZ ORDER  -  FIRST
 AA2389  ELLP ORDER  -  FOURTH    CLASS I
 AA2389
 AA2389.The horizontal coordinates were established by GPS observations
 AA2389.and adjusted by the National Geodetic Survey in November 1994..
 AA2389
 AA2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2389
 AA2389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2389
 AA2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2389
 AA2389.The ellipsoidal height was determined by GPS observations
 AA2389.and is referenced to NAD 83.
 AA2389
 AA2389.The geoid height was determined by GEOID03.
 AA2389
 AA2389;                    North         East     Units Scale Factor Converg.
 AA2389;SPC AL W     -   228,408.337   676,384.366   MT  1.00000526   +0 25 45.7
 AA2389;UTM  16      - 3,546,873.161   529,159.777   MT  0.99961049   +0 09 50.3
 AA2389
 AA2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2389!SPC AL W     -   0.99999033  x   1.00000526  =   0.99999559
 AA2389!UTM  16      -   0.99999033  x   0.99961049  =   0.99960082
 AA2389
 AA2389                          SUPERSEDED SURVEY CONTROL
 AA2389
 AA2389  ELLIP H (11/30/94)   61.67   (m)                       GP(       ) 4 1
 AA2389  NGVD 29 (11/30/94)   89.0    (m)          292.     (f) GPS OBS        
 AA2389
 AA2389.Superseded values are not recommended for survey control.
 AA2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2389.See file dsdata.txt to determine how the superseded data were derived.
 AA2389
 AA2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2916046873(NAD 83)
 AA2389_MARKER: DD = SURVEY DISK
 AA2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2389_SP_SET: CONCRETE POST
 AA2389_STAMPING: 43-22 1992
 AA2389_MARK LOGO: ALHD  
 AA2389_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2389+STABILITY: SURFACE MOTION
 AA2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2389+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2389
 AA2389  HISTORY     - Date     Condition        Report By
 AA2389  HISTORY     - 1992     MONUMENTED       ALHD
 AA2389
 AA2389                          STATION DESCRIPTION
 AA2389
 AA2389'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2389'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2389'LOWNDES COUNTY ROAD NO. 45, ABOUT 0.65 MI (1.05 KM) SOUTHEAST OF MOUNT
 AA2389'WILLING AND ABOUT 4.60 MI (7.40 KM) NORTHWEST OF FORT DEPOSIT. TO
 AA2389'REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST
 AA2389'122.00 ON ALA 21 AND MILE POST 23.90 ON ALA 97) IN HAYNEVILLE, DRIVE
 AA2389'SOUTHWEST ON ALA 21 FOR 11.35 MI (18.27 KM) TO MILE POST 110.65 AND
 AA2389'LOWNDES COUNTY ROAD NO. 45 ON THE LEFT, TURN LEFT ON LOWNDES COUNTY
 AA2389'ROAD NO. 45 AND DRIVE SOUTHEAST FOR 0.65 MI (1.05 KM) TO THE STATION
 AA2389'ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) NORTH-NORTHEAST OF A FIVE
 AA2389'STRAND BARBED WIRE FENCE ON RED TOP, WHITE STEEL POSTS, 46.3 FT (14.1
 AA2389'M) SOUTH-SOUTHWEST OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 45,
 AA2389'55.5 FT (16.9 M) EAST-SOUTHEAST OF A SIX-INCH WOOD POST IN THE FENCE
 AA2389'LINE, 69.4 FT (21.2 M) WEST-NORTHWEST OF THE WEST ONE OF TWO CONNECTED
 AA2389'WOOD POSTS IN THE FENCE LINE, 97.9 FT (29.8 M) SOUTH-SOUTHWEST OF THE
 AA2389'WEST CROSS TIE POST OF A CATTLE GAP IN THE FENCE ACROSS THE ROAD, 99.9
 AA2389'FT (30.4 M) SOUTHWEST OF THE EAST CROSS TIE POST OF A CATTLE GAP IN
 AA2389'THE FENCE ACROSS THE ROAD, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE
 AA2389'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-21 1992 MAY BE
 AA2389'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2390 ***********************************************************************
 AA2390  DESIGNATION -  43 23
 AA2390  PID         -  AA2390
 AA2390  STATE/COUNTY-  AL/LOWNDES
 AA2390  USGS QUAD   -  CALHOUN (1981)
 AA2390
 AA2390                         *CURRENT SURVEY CONTROL
 AA2390  ___________________________________________________________________
 AA2390* NAD 83(1992)-  32 03 03.00303(N)    086 32 58.90266(W)     ADJUSTED  
 AA2390* NAVD 88     -        92.7    (meters)     304.     (feet)  VERTCON   
 AA2390  ___________________________________________________________________
 AA2390  X           -     325,656.558 (meters)                     COMP
 AA2390  Y           -  -5,401,315.972 (meters)                     COMP
 AA2390  Z           -   3,365,245.065 (meters)                     COMP
 AA2390  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AA2390  ELLIP HEIGHT-          65.25  (meters)          (07/29/02) GPS OBS
 AA2390  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AA2390
 AA2390  HORZ ORDER  -  FIRST
 AA2390  ELLP ORDER  -  FOURTH    CLASS I
 AA2390
 AA2390.The horizontal coordinates were established by GPS observations
 AA2390.and adjusted by the National Geodetic Survey in November 1994..
 AA2390
 AA2390.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2390.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2390
 AA2390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2390
 AA2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2390
 AA2390.The ellipsoidal height was determined by GPS observations
 AA2390.and is referenced to NAD 83.
 AA2390
 AA2390.The geoid height was determined by GEOID03.
 AA2390
 AA2390;                    North         East     Units Scale Factor Converg.
 AA2390;SPC AL W     -   227,755.710   689,743.537   MT  1.00003262   +0 30 15.6
 AA2390;UTM  16      - 3,546,158.951   542,510.406   MT  0.99962229   +0 14 20.3
 AA2390
 AA2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2390!SPC AL W     -   0.99998975  x   1.00003262  =   1.00002237
 AA2390!UTM  16      -   0.99998975  x   0.99962229  =   0.99961205
 AA2390
 AA2390:                Primary Azimuth Mark                     Grid Az
 AA2390:SPC AL W     -  43 24                                    055 41 16.1
 AA2390:UTM  16      -  43 24                                    055 57 11.4
 AA2390
 AA2390|---------------------------------------------------------------------|
 AA2390| PID    Reference Object                     Distance      Geod. Az  |
 AA2390|                                                           dddmmss.s |
 AA2390| AA2391 43 24                               441.663 METERS 0561131.7 |
 AA2390|---------------------------------------------------------------------|
 AA2390
 AA2390                          SUPERSEDED SURVEY CONTROL
 AA2390
 AA2390  ELLIP H (11/30/94)   65.32   (m)                       GP(       ) 4 1
 AA2390  NGVD 29 (11/30/94)   92.6    (m)          304.     (f) GPS OBS        
 AA2390
 AA2390.Superseded values are not recommended for survey control.
 AA2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2390.See file dsdata.txt to determine how the superseded data were derived.
 AA2390
 AA2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4251046159(NAD 83)
 AA2390_MARKER: DD = SURVEY DISK
 AA2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2390_SP_SET: CONCRETE POST
 AA2390_STAMPING: 43-23 1992
 AA2390_MARK LOGO: ALHD  
 AA2390_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2390+STABILITY: SURFACE MOTION
 AA2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2390+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2390
 AA2390  HISTORY     - Date     Condition        Report By
 AA2390  HISTORY     - 1992     MONUMENTED       ALHD
 AA2390
 AA2390                          STATION DESCRIPTION
 AA2390
 AA2390'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2390'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2390'OF LOWNDES COUNTY ROAD NO. 37, ABOUT 0.30 MI (0.48 KM) NORTHWEST OF
 AA2390'CALHOUN AND ABOUT 4.60 MI (7.40 KM) NORTH-NORTHEAST OF FORT DEPOSIT.
 AA2390'TO REACH THE STATION FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA
 AA2390'185) IN FORT DEPOSIT, DRIVE WEST ON ALA 185 FOR 2.55 MI (4.10 KM) TO
 AA2390'MILE POST 18.00 AND LOWNDES COUNTY ROAD NO. 37 ON THE RIGHT, TURN
 AA2390'RIGHT ON LOWNDES COUNTY ROAD NO. 37 AND DRIVE NORTH FOR 5.20 MI (8.37
 AA2390'KM) TO THE STATION ON THE LEFT. THE STATION IS 36.0 FT (11.0 M)
 AA2390'NORTHWEST OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 37, 104.1 FT
 AA2390'(31.7 M) NORTH OF A WATER VALVE ACROSS THE ROAD, 105.6 FT (32.2 M)
 AA2390'NORTH OF THE CENTER OF A PLASTIC WATER METER BOX ACROSS THE ROAD,
 AA2390'107.6 FT (32.8 M) NORTH OF OF A WATER VALVE WARNING SIGN ACROSS THE
 AA2390'ROAD, 116.2 FT (35.4 M) NORTH OF A CONCRETE WATER LINE MARKER ACROSS
 AA2390'THE ROAD, 2.3 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 AA2390'SET FLUSH WITH THE GROUND. STATION 43-24 1992 MAY BE USED AS AN
 AA2390'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2391 ***********************************************************************
 AA2391  DESIGNATION -  43 24
 AA2391  PID         -  AA2391
 AA2391  STATE/COUNTY-  AL/LOWNDES
 AA2391  USGS QUAD   -  CALHOUN (1981)
 AA2391
 AA2391                         *CURRENT SURVEY CONTROL
 AA2391  ___________________________________________________________________
 AA2391* NAD 83(1992)-  32 03 10.98102(N)    086 32 44.91333(W)     ADJUSTED  
 AA2391* NAVD 88     -        83.8    (meters)     275.     (feet)  VERTCON   
 AA2391  ___________________________________________________________________
 AA2391  X           -     326,014.578 (meters)                     COMP
 AA2391  Y           -  -5,401,156.228 (meters)                     COMP
 AA2391  Z           -   3,365,448.661 (meters)                     COMP
 AA2391  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA2391  ELLIP HEIGHT-          56.42  (meters)          (07/29/02) GPS OBS
 AA2391  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AA2391
 AA2391  HORZ ORDER  -  FIRST
 AA2391  ELLP ORDER  -  FOURTH    CLASS I
 AA2391
 AA2391.The horizontal coordinates were established by GPS observations
 AA2391.and adjusted by the National Geodetic Survey in November 1994..
 AA2391
 AA2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2391
 AA2391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2391
 AA2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2391
 AA2391.The ellipsoidal height was determined by GPS observations
 AA2391.and is referenced to NAD 83.
 AA2391
 AA2391.The geoid height was determined by GEOID03.
 AA2391
 AA2391;                    North         East     Units Scale Factor Converg.
 AA2391;SPC AL W     -   228,004.685   690,108.354   MT  1.00003343   +0 30 23.1
 AA2391;UTM  16      - 3,546,406.132   542,876.221   MT  0.99962267   +0 14 27.8
 AA2391
 AA2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2391!SPC AL W     -   0.99999114  x   1.00003343  =   1.00002457
 AA2391!UTM  16      -   0.99999114  x   0.99962267  =   0.99961381
 AA2391
 AA2391:                Primary Azimuth Mark                     Grid Az
 AA2391:SPC AL W     -  43 23                                    235 41 16.0
 AA2391:UTM  16      -  43 23                                    235 57 11.3
 AA2391
 AA2391|---------------------------------------------------------------------|
 AA2391| PID    Reference Object                     Distance      Geod. Az  |
 AA2391|                                                           dddmmss.s |
 AA2391| AA2390 43 23                               441.663 METERS 2361139.1 |
 AA2391|---------------------------------------------------------------------|
 AA2391
 AA2391                          SUPERSEDED SURVEY CONTROL
 AA2391
 AA2391  ELLIP H (11/30/94)   56.49   (m)                       GP(       ) 4 1
 AA2391  NGVD 29 (11/30/94)   83.8    (m)          275.     (f) GPS OBS        
 AA2391
 AA2391.Superseded values are not recommended for survey control.
 AA2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2391.See file dsdata.txt to determine how the superseded data were derived.
 AA2391
 AA2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4287646406(NAD 83)
 AA2391_MARKER: DD = SURVEY DISK
 AA2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2391_SP_SET: CONCRETE POST
 AA2391_STAMPING: 43-24 1992
 AA2391_MARK LOGO: ALHD  
 AA2391_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2391+STABILITY: SURFACE MOTION
 AA2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2391+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 AA2391
 AA2391  HISTORY     - Date     Condition        Report By
 AA2391  HISTORY     - 1992     MONUMENTED       ALHD
 AA2391  HISTORY     - 20030710 GOOD             JCLS
 AA2391
 AA2391                          STATION DESCRIPTION
 AA2391
 AA2391'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2391'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2391'OF LOWNDES COUNTY ROAD NO. 37, ABOUT 0.25 MI (0.40 KM) NORTH OF
 AA2391'CALHOUN AND ABOUT 4.75 MI (7.64 KM) NORTH-NORTHEAST OF FORT DEPOSIT.
 AA2391'TO REACH THE STATION FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA
 AA2391'185) IN FORT DEPOSIT, DRIVE WEST ON ALA 185 FOR 2.55 MI (4.10 KM) TO
 AA2391'MILE POST 18.00 AND LOWNDES COUNTY ROAD NO. 37 ON THE RIGHT, TURN
 AA2391'RIGHT ON LOWNDES COUNTY ROAD NO. 37 AND DRIVE NORTH FOR 5.50 MI (8.85
 AA2391'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA2391'NORTHWEST OF A HOG WIRE FENCE WITH FOUR STRANDS OF BARBED WIRE ON
 AA2391'SPLIT WOOD POSTS, 38.9 FT (11.9 M) SOUTHEAST OF THE CENTERLINE OF
 AA2391'LOWNDES COUNTY ROAD NO. 37, 55.1 FT (16.8 M) SOUTHWEST OF TELEPHONE
 AA2391'CABLE PEDESTAL NO. P 126, 57.7 FT (17.6 M) SOUTHWEST OF TELEPHONE
 AA2391'CABLE PEDESTAL NO. RPTR 7, 65.7 FT (20.0 M) NORTHEAST OF TELEPHONE
 AA2391'CABLE PEDESTAL NO. P 125 AND TELEPHONE SERVICE POLE NO. 125, 87.9 FT
 AA2391'(26.8 M) EAST-SOUTHEAST OF A JUNCTION POWER POLE ACROSS THE ROAD, 2.9
 AA2391'FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2391'GROUND. STATION 43-23 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2391
 AA2391                          STATION RECOVERY (2003)
 AA2391
 AA2391'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA2391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2392 ***********************************************************************
 AA2392  DESIGNATION -  43 25
 AA2392  PID         -  AA2392
 AA2392  STATE/COUNTY-  AL/LOWNDES
 AA2392  USGS QUAD   -  SANDY RIDGE (1985)
 AA2392
 AA2392                         *CURRENT SURVEY CONTROL
 AA2392  ___________________________________________________________________
 AA2392* NAD 83(1992)-  32 02 49.17184(N)    086 27 22.52443(W)     ADJUSTED  
 AA2392* NAVD 88     -       111.7    (meters)     366.     (feet)  VERTCON   
 AA2392  ___________________________________________________________________
 AA2392  X           -     334,479.606 (meters)                     COMP
 AA2392  Y           -  -5,401,019.548 (meters)                     COMP
 AA2392  Z           -   3,364,894.121 (meters)                     COMP
 AA2392  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AA2392  ELLIP HEIGHT-          84.40  (meters)          (07/29/02) GPS OBS
 AA2392  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA2392
 AA2392  HORZ ORDER  -  FIRST
 AA2392  ELLP ORDER  -  FOURTH    CLASS I
 AA2392
 AA2392.The horizontal coordinates were established by GPS observations
 AA2392.and adjusted by the National Geodetic Survey in November 1994..
 AA2392
 AA2392.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2392.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2392
 AA2392.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2392
 AA2392.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2392
 AA2392.The ellipsoidal height was determined by GPS observations
 AA2392.and is referenced to NAD 83.
 AA2392
 AA2392.The geoid height was determined by GEOID03.
 AA2392
 AA2392;                    North         East     Units Scale Factor Converg.
 AA2392;SPC AL W     -   227,411.173   698,572.069   MT  1.00005312   +0 33 13.9
 AA2392;UTM  16      - 3,545,773.691   551,333.580   MT  0.99963250   +0 17 18.7
 AA2392
 AA2392!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2392!SPC AL W     -   0.99998675  x   1.00005312  =   1.00003987
 AA2392!UTM  16      -   0.99998675  x   0.99963250  =   0.99961925
 AA2392
 AA2392:                Primary Azimuth Mark                     Grid Az
 AA2392:SPC AL W     -  43 26                                    097 03 27.3
 AA2392:UTM  16      -  43 26                                    097 19 22.5
 AA2392
 AA2392|---------------------------------------------------------------------|
 AA2392| PID    Reference Object                     Distance      Geod. Az  |
 AA2392|                                                           dddmmss.s |
 AA2392| AA2393 43 26                               432.807 METERS 0973641.2 |
 AA2392|---------------------------------------------------------------------|
 AA2392
 AA2392                          SUPERSEDED SURVEY CONTROL
 AA2392
 AA2392  ELLIP H (11/30/94)   84.47   (m)                       GP(       ) 4 1
 AA2392  NGVD 29 (11/30/94)  111.7    (m)          366.     (f) GPS OBS        
 AA2392
 AA2392.Superseded values are not recommended for survey control.
 AA2392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2392.See file dsdata.txt to determine how the superseded data were derived.
 AA2392
 AA2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5133445774(NAD 83)
 AA2392_MARKER: DD = SURVEY DISK
 AA2392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2392_SP_SET: CONCRETE POST
 AA2392_STAMPING: 43-25 1992
 AA2392_MARK LOGO: ALHD  
 AA2392_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2392+STABILITY: SURFACE MOTION
 AA2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2392+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2392
 AA2392  HISTORY     - Date     Condition        Report By
 AA2392  HISTORY     - 1992     MONUMENTED       ALHD
 AA2392
 AA2392                          STATION DESCRIPTION
 AA2392
 AA2392'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2392'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2392'JULIAN TOWN ROAD, ABOUT 6.00 MI (9.66 KM) SOUTH-SOUTHEAST OF
 AA2392'LETOHATCHEE AND ABOUT 7.80 MI (12.55 KM) NORTHEAST OF FORT DEPOSIT. TO
 AA2392'REACH THE STATION FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA 185)
 AA2392'IN FORT DEPOSIT, DRIVE EAST ON ALA 185 FOR 2.45 MI (3.94 KM) TO MILE
 AA2392'POST 23.00 AND U.S. 31 LEFT AND RIGHT (MILE POST 151.75 ON U.S. 31),
 AA2392'TURN LEFT ON U.S. 31 AND DRIVE NORTH FOR 5.00 MI (8.05 KM) TO MILE
 AA2392'POST 156.75 AND JULIAN TOWN ROAD ON THE LEFT, TURN LEFT ON JULIAN TOWN
 AA2392'ROAD AND DRIVE WEST FOR 0.85 MI (1.37 KM) TO THE STATION ON THE LEFT.
 AA2392'THE STATION IS 2.3 FT (0.7 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 AA2392'ON TREATED WOOD POSTS, 15.0 FT (4.6 M) SOUTH OF THE CENTER OF JULIAN
 AA2392'TOWN ROAD, 52.3 FT (15.9 M) EAST OF A BURIED CABLE WARNING SIGN, 96.0
 AA2392'FT (29.3 M) EAST OF THE EAST ONE OF TWO CONNECTED POSTS IN THE FENCE
 AA2392'LINE, 148.9 FT (45.4 M) WEST OF THE WEST POST OF A METAL GATE, 180.0
 AA2392'FT (54.9 M) WEST OF TELEPHONE CABLE PEDESTAL NO. P 57 W 11, 2.3 FT
 AA2392'(0.7 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2392'GROUND. STATION 43-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2393 ***********************************************************************
 AA2393  DESIGNATION -  43 26
 AA2393  PID         -  AA2393
 AA2393  STATE/COUNTY-  AL/LOWNDES
 AA2393  USGS QUAD   -  SANDY RIDGE (1985)
 AA2393
 AA2393                         *CURRENT SURVEY CONTROL
 AA2393  ___________________________________________________________________
 AA2393* NAD 83(1992)-  32 02 47.31040(N)    086 27 06.17238(W)     ADJUSTED  
 AA2393* NAVD 88     -       112.6    (meters)     369.     (feet)  VERTCON   
 AA2393  ___________________________________________________________________
 AA2393  X           -     334,909.710 (meters)                     COMP
 AA2393  Y           -  -5,401,024.124 (meters)                     COMP
 AA2393  Z           -   3,364,845.988 (meters)                     COMP
 AA2393  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AA2393  ELLIP HEIGHT-          85.28  (meters)          (07/29/02) GPS OBS
 AA2393  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA2393
 AA2393  HORZ ORDER  -  FIRST
 AA2393  ELLP ORDER  -  FOURTH    CLASS I
 AA2393
 AA2393.The horizontal coordinates were established by GPS observations
 AA2393.and adjusted by the National Geodetic Survey in November 1994..
 AA2393
 AA2393.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2393.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2393
 AA2393.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2393
 AA2393.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2393
 AA2393.The ellipsoidal height was determined by GPS observations
 AA2393.and is referenced to NAD 83.
 AA2393
 AA2393.The geoid height was determined by GEOID03.
 AA2393
 AA2393;                    North         East     Units Scale Factor Converg.
 AA2393;SPC AL W     -   227,357.993   699,001.620   MT  1.00005417   +0 33 22.6
 AA2393;UTM  16      - 3,545,718.545   551,762.699   MT  0.99963304   +0 17 27.4
 AA2393
 AA2393!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2393!SPC AL W     -   0.99998661  x   1.00005417  =   1.00004078
 AA2393!UTM  16      -   0.99998661  x   0.99963304  =   0.99961965
 AA2393
 AA2393:                Primary Azimuth Mark                     Grid Az
 AA2393:SPC AL W     -  43 25                                    277 03 27.3
 AA2393:UTM  16      -  43 25                                    277 19 22.5
 AA2393
 AA2393|---------------------------------------------------------------------|
 AA2393| PID    Reference Object                     Distance      Geod. Az  |
 AA2393|                                                           dddmmss.s |
 AA2393| AA2392 43 25                               432.807 METERS 2773649.9 |
 AA2393|---------------------------------------------------------------------|
 AA2393
 AA2393                          SUPERSEDED SURVEY CONTROL
 AA2393
 AA2393  ELLIP H (11/30/94)   85.35   (m)                       GP(       ) 4 1
 AA2393  NGVD 29 (11/30/94)  112.6    (m)          369.     (f) GPS OBS        
 AA2393
 AA2393.Superseded values are not recommended for survey control.
 AA2393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2393.See file dsdata.txt to determine how the superseded data were derived.
 AA2393
 AA2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5176345719(NAD 83)
 AA2393_MARKER: DD = SURVEY DISK
 AA2393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2393_SP_SET: CONCRETE POST
 AA2393_STAMPING: 43-26 1992
 AA2393_MARK LOGO: ALHD  
 AA2393_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2393+STABILITY: SURFACE MOTION
 AA2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2393+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2393
 AA2393  HISTORY     - Date     Condition        Report By
 AA2393  HISTORY     - 1992     MONUMENTED       ALHD
 AA2393
 AA2393                          STATION DESCRIPTION
 AA2393
 AA2393'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2393'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2393'JULIAN TOWN ROAD, ABOUT 6.15 MI (9.90 KM) SOUTH-SOUTHEAST OF
 AA2393'LETOHATCHEE AND ABOUT 8.00 MI (12.87 KM) NORTHEAST OF FORT DEPOSIT. TO
 AA2393'REACH THE STATION FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA 185)
 AA2393'IN FORT DEPOSIT, DRIVE EAST ON ALA 185 FOR 2.45 MI (3.94 KM) TO MILE
 AA2393'POST 23.00 AND U.S. 31 LEFT AND RIGHT (MILE POST 151.75 ON U.S. 31),
 AA2393'TURN LEFT ON U.S. 31 AND DRIVE NORTH FOR 5.00 MI (8.05 KM) TO MILE
 AA2393'POST 156.75 AND JULIAN TOWN ROAD ON THE LEFT, TURN LEFT ON JULIAN TOWN
 AA2393'ROAD AND DRIVE WEST FOR 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT.
 AA2393'THE STATION IS 19.5 FT (5.9 M) SOUTH OF THE CENTER OF JULIAN TOWN
 AA2393'ROAD, 60.9 FT (18.6 M) SOUTHWEST OF A CROSS TIE POST ACROSS THE ROAD,
 AA2393'81.2 FT (24.7 M) EAST OF A BURIED CABLE WARNING SIGN, 110.0 FT (33.5
 AA2393'M) EAST-NORTHEAST OF A POWER POLE, 1.9 FT (0.6 M) NORTH OF A CARSONITE
 AA2393'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-25 1992 MAY BE
 AA2393'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2394 ***********************************************************************
 AA2394  DESIGNATION -  43 27
 AA2394  PID         -  AA2394
 AA2394  STATE/COUNTY-  AL/LOWNDES
 AA2394  USGS QUAD   -  PLEASANT HILL (1987)
 AA2394
 AA2394                         *CURRENT SURVEY CONTROL
 AA2394  ___________________________________________________________________
 AA2394* NAD 83(1992)-  32 09 12.31813(N)    086 52 51.25829(W)     ADJUSTED  
 AA2394* NAVD 88     -        78.0    (meters)     256.     (feet)  VERTCON   
 AA2394  ___________________________________________________________________
 AA2394  X           -     294,098.258 (meters)                     COMP
 AA2394  Y           -  -5,397,059.162 (meters)                     COMP
 AA2394  Z           -   3,374,873.724 (meters)                     COMP
 AA2394  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AA2394  ELLIP HEIGHT-          50.42  (meters)          (07/29/02) GPS OBS
 AA2394  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA2394
 AA2394  HORZ ORDER  -  FIRST
 AA2394  ELLP ORDER  -  FOURTH    CLASS I
 AA2394
 AA2394.The horizontal coordinates were established by GPS observations
 AA2394.and adjusted by the National Geodetic Survey in November 1994..
 AA2394
 AA2394.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2394.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2394
 AA2394.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2394
 AA2394.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2394
 AA2394.The ellipsoidal height was determined by GPS observations
 AA2394.and is referenced to NAD 83.
 AA2394
 AA2394.The geoid height was determined by GEOID03.
 AA2394
 AA2394;                    North         East     Units Scale Factor Converg.
 AA2394;SPC AL W     -   238,903.683   658,399.206   MT  0.99997538   +0 19 46.1
 AA2394;UTM  16      - 3,557,447.749   511,230.383   MT  0.99960156   +0 03 48.2
 AA2394
 AA2394!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2394!SPC AL W     -   0.99999208  x   0.99997538  =   0.99996746
 AA2394!UTM  16      -   0.99999208  x   0.99960156  =   0.99959365
 AA2394
 AA2394                          SUPERSEDED SURVEY CONTROL
 AA2394
 AA2394  ELLIP H (11/30/94)   50.49   (m)                       GP(       ) 4 1
 AA2394  NGVD 29 (11/30/94)   77.9    (m)          256.     (f) GPS OBS        
 AA2394
 AA2394.Superseded values are not recommended for survey control.
 AA2394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2394.See file dsdata.txt to determine how the superseded data were derived.
 AA2394
 AA2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1123057448(NAD 83)
 AA2394_MARKER: DD = SURVEY DISK
 AA2394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2394_SP_SET: CONCRETE POST
 AA2394_STAMPING: 43-27 1992
 AA2394_MARK LOGO: ALHD  
 AA2394_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2394+STABILITY: SURFACE MOTION
 AA2394_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2394+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2394
 AA2394  HISTORY     - Date     Condition        Report By
 AA2394  HISTORY     - 1992     MONUMENTED       ALHD
 AA2394
 AA2394                          STATION DESCRIPTION
 AA2394
 AA2394'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2394'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2394'OF LOWNDES COUNTY ROAD NO. 12, ABOUT 3.60 MI (5.79 KM) SOUTHWEST OF
 AA2394'COLLIRENE AND ABOUT 5.40 MI (8.69 KM) NORTHWEST OF FOSTORIA. TO REACH
 AA2394'THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 97 (MILE POST 115.65
 AA2394'ON U.S. 80 AND MILE POST 29.90 ON ALA 97) IN LOWNDESBORO, DRIVE WEST
 AA2394'ON U.S. 80 FOR 11.15 MI (17.94 KM) TO MILE POST 104.50 AND LOWNDES
 AA2394'COUNTY ROAD NO. 9 ON THE LEFT, TURN LEFT ON LOWNDES COUNTY ROAD NO. 9
 AA2394'AND DRIVE SOUTH AND SOUTHWEST FOR 8.90 MI (14.32 KM) TO A
 AA2394'T-INTERSECTION IN COLLIRENE WITH LOWNDES COUNTY ROAD NO. 12 LEFT AND
 AA2394'RIGHT, TURN RIGHT ON LOWNDES COUNTY ROAD NO. 12 AND DRIVE WEST AND
 AA2394'SOUTH FOR 2.70 MI (4.35 KM) TO AN INTERSECTION WITH A GRAVEL ROAD
 AA2394'AHEAD AND LOWNDES COUNTY ROAD NO. 12 ON THE RIGHT, TURN RIGHT ON
 AA2394'LOWNDES COUNTY ROAD NO. 12 AND DRIVE WEST FOR 2.35 MI (3.78 KM) TO THE
 AA2394'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FOUR
 AA2394'STRAND BARBED WIRE FENCE ON RED TOP STEEL POSTS, 54.5 FT (16.6 M)
 AA2394'SOUTHWEST OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 12, 60.8 FT
 AA2394'(18.5 M) EAST-SOUTHEAST OF A SIX-INCH WOOD POST IN THE FENCE LINE,
 AA2394'95.8 FT (29.2 M) SOUTHWEST OF A FENCE CORNER WEST OF A FIELD ROAD
 AA2394'ACROSS THE ROAD, 100.5 FT (30.6 M) SOUTHWEST OF A FENCE CORNER EAST OF
 AA2394'A FIELD ROAD ACROSS THE ROAD, 2.9 FT (0.9 M) NORTHEAST OF A CARSONITE
 AA2394'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-28 1992 MAY BE
 AA2394'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2395 ***********************************************************************
 AA2395  DESIGNATION -  43 28
 AA2395  PID         -  AA2395
 AA2395  STATE/COUNTY-  AL/LOWNDES
 AA2395  USGS QUAD   -  PLEASANT HILL (1987)
 AA2395
 AA2395                         *CURRENT SURVEY CONTROL
 AA2395  ___________________________________________________________________
 AA2395* NAD 83(1992)-  32 09 03.93032(N)    086 52 31.85681(W)     ADJUSTED  
 AA2395* NAVD 88     -        95.2    (meters)     312.     (feet)  VERTCON   
 AA2395  ___________________________________________________________________
 AA2395  X           -     294,614.198 (meters)                     COMP
 AA2395  Y           -  -5,397,183.308 (meters)                     COMP
 AA2395  Z           -   3,374,664.133 (meters)                     COMP
 AA2395  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AA2395  ELLIP HEIGHT-          67.62  (meters)          (07/29/02) GPS OBS
 AA2395  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA2395
 AA2395  HORZ ORDER  -  FIRST
 AA2395  ELLP ORDER  -  FOURTH    CLASS I
 AA2395
 AA2395.The horizontal coordinates were established by GPS observations
 AA2395.and adjusted by the National Geodetic Survey in November 1994..
 AA2395
 AA2395.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2395.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2395
 AA2395.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2395
 AA2395.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2395
 AA2395.The ellipsoidal height was determined by GPS observations
 AA2395.and is referenced to NAD 83.
 AA2395
 AA2395.The geoid height was determined by GEOID03.
 AA2395
 AA2395;                    North         East     Units Scale Factor Converg.
 AA2395;SPC AL W     -   238,648.263   658,909.086   MT  0.99997611   +0 19 56.4
 AA2395;UTM  16      - 3,557,190.060   511,738.881   MT  0.99960170   +0 03 58.5
 AA2395
 AA2395!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2395!SPC AL W     -   0.99998938  x   0.99997611  =   0.99996549
 AA2395!UTM  16      -   0.99998938  x   0.99960170  =   0.99959109
 AA2395
 AA2395                          SUPERSEDED SURVEY CONTROL
 AA2395
 AA2395  ELLIP H (11/30/94)   67.69   (m)                       GP(       ) 4 1
 AA2395  NGVD 29 (11/30/94)   95.1    (m)          312.     (f) GPS OBS        
 AA2395
 AA2395.Superseded values are not recommended for survey control.
 AA2395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2395.See file dsdata.txt to determine how the superseded data were derived.
 AA2395
 AA2395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1173957190(NAD 83)
 AA2395_MARKER: DD = SURVEY DISK
 AA2395_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2395_SP_SET: CONCRETE POST
 AA2395_STAMPING: 43-28 1992
 AA2395_MARK LOGO: ALHD  
 AA2395_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2395_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2395+STABILITY: SURFACE MOTION
 AA2395_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2395+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 AA2395
 AA2395  HISTORY     - Date     Condition        Report By
 AA2395  HISTORY     - 1992     MONUMENTED       ALHD
 AA2395  HISTORY     - 20050629 GOOD             ALDOT
 AA2395
 AA2395                          STATION DESCRIPTION
 AA2395
 AA2395'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2395'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2395'LOWNDES COUNTY ROAD NO. 12, ABOUT 3.35 MI (5.39 KM) SOUTHWEST OF
 AA2395'COLLIRENE AND ABOUT 5.10 MI (8.21 KM) NORTHWEST OF FOSTORIA. TO REACH
 AA2395'THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 97 (MILE POST 115.65
 AA2395'ON U.S. 80 AND MILE POST 29.90 ON ALA 97) IN LOWNDESBORO, DRIVE WEST
 AA2395'ON U.S. 80 FOR 11.15 MI (17.94 KM) TO MILE POST 104.50 AND LOWNDES
 AA2395'COUNTY ROAD NO. 9 ON THE LEFT, TURN LEFT ON LOWNDES COUNTY ROAD NO. 9
 AA2395'AND DRIVE SOUTH AND SOUTHWEST FOR 8.90 MI (14.32 KM) TO A
 AA2395'T-INTERSECTION IN COLLIRENE WITH LOWNDES COUNTY ROAD NO. 12 LEFT AND
 AA2395'RIGHT, TURN RIGHT ON LOWNDES COUNTY ROAD NO. 12 AND DRIVE WEST AND
 AA2395'SOUTH FOR 2.70 MI (4.35 KM) TO AN INTERSECTION WITH A GRAVEL ROAD
 AA2395'AHEAD AND LOWNDES COUNTY ROAD NO. 12 ON THE RIGHT, TURN RIGHT ON
 AA2395'LOWNDES COUNTY ROAD NO. 12 AND DRIVE WEST FOR 2.00 MI (3.22 KM) TO THE
 AA2395'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR
 AA2395'STRAND BARBED WIRE FENCE ON WOOD AND STEEL POSTS, 3.0 FT (0.9 M) NORTH
 AA2395'OF A POST CONNECTED TO THE WEST GATE POST, 8.0 FT (2.4 M) NORTHWEST OF
 AA2395'THE WEST POST OF A DOUBLE RED METAL GATE, 24.6 FT (7.5 M)
 AA2395'WEST-NORTHWEST OF THE EAST POST OF A DOUBLE RED METAL GATE, 16.0 FT
 AA2395'(4.9 M) WEST OF THE CENTER OF A GRAVEL FIELD ROAD, 39.0 FT (11.9 M)
 AA2395'SOUTH OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 12, 2.9 FT (0.9 M)
 AA2395'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2395'STATION 43-27 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2395
 AA2395                          STATION RECOVERY (2005)
 AA2395
 AA2395'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA2395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2396 ***********************************************************************
 AA2396  DESIGNATION -  43 29
 AA2396  PID         -  AA2396
 AA2396  STATE/COUNTY-  AL/LOWNDES
 AA2396  USGS QUAD   -  GORDONSVILLE (1981)
 AA2396
 AA2396                         *CURRENT SURVEY CONTROL
 AA2396  ___________________________________________________________________
 AA2396* NAD 83(1992)-  32 08 40.92701(N)    086 40 53.64744(W)     ADJUSTED  
 AA2396* NAVD 88     -        80.1    (meters)     263.     (feet)  VERTCON   
 AA2396  ___________________________________________________________________
 AA2396  X           -     312,903.109 (meters)                     COMP
 AA2396  Y           -  -5,396,518.846 (meters)                     COMP
 AA2396  Z           -   3,374,056.227 (meters)                     COMP
 AA2396  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AA2396  ELLIP HEIGHT-          52.63  (meters)          (07/29/02) GPS OBS
 AA2396  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA2396
 AA2396  HORZ ORDER  -  FIRST
 AA2396  ELLP ORDER  -  FOURTH    CLASS I
 AA2396
 AA2396.The horizontal coordinates were established by GPS observations
 AA2396.and adjusted by the National Geodetic Survey in November 1994..
 AA2396
 AA2396.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2396.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2396
 AA2396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2396
 AA2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2396
 AA2396.The ellipsoidal height was determined by GPS observations
 AA2396.and is referenced to NAD 83.
 AA2396
 AA2396.The geoid height was determined by GEOID03.
 AA2396
 AA2396;                    North         East     Units Scale Factor Converg.
 AA2396;SPC AL W     -   238,062.321   677,210.438   MT  1.00000682   +0 26 07.7
 AA2396;UTM  16      - 3,556,519.396   530,030.270   MT  0.99961112   +0 10 09.9
 AA2396
 AA2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2396!SPC AL W     -   0.99999174  x   1.00000682  =   0.99999856
 AA2396!UTM  16      -   0.99999174  x   0.99961112  =   0.99960286
 AA2396
 AA2396:                Primary Azimuth Mark                     Grid Az
 AA2396:SPC AL W     -  43 30                                    156 54 55.5
 AA2396:UTM  16      -  43 30                                    157 10 53.3
 AA2396
 AA2396|---------------------------------------------------------------------|
 AA2396| PID    Reference Object                     Distance      Geod. Az  |
 AA2396|                                                           dddmmss.s |
 AA2396| AA2397 43 30                               458.920 METERS 1572103.2 |
 AA2396|---------------------------------------------------------------------|
 AA2396
 AA2396                          SUPERSEDED SURVEY CONTROL
 AA2396
 AA2396  ELLIP H (11/30/94)   52.70   (m)                       GP(       ) 4 1
 AA2396  NGVD 29 (11/30/94)   80.1    (m)          263.     (f) GPS OBS        
 AA2396
 AA2396.Superseded values are not recommended for survey control.
 AA2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2396.See file dsdata.txt to determine how the superseded data were derived.
 AA2396
 AA2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3003056519(NAD 83)
 AA2396_MARKER: DD = SURVEY DISK
 AA2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2396_SP_SET: CONCRETE POST
 AA2396_STAMPING: 43-29 1992
 AA2396_MARK LOGO: ALHD  
 AA2396_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2396+STABILITY: SURFACE MOTION
 AA2396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2396+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2396
 AA2396  HISTORY     - Date     Condition        Report By
 AA2396  HISTORY     - 1992     MONUMENTED       ALHD
 AA2396
 AA2396                          STATION DESCRIPTION
 AA2396
 AA2396'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2396'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE WEST RIGHT OF WAY OF
 AA2396'LOWNDES COUNTY ROAD NO. 12, ABOUT 2.60 MI (4.18 KM) SOUTH OF MOSSES
 AA2396'AND ABOUT 6.50 MI (10.46 KM) WEST-SOUTHWEST OF HAYNEVILLE. TO REACH
 AA2396'THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST 122.00
 AA2396'ON ALA 21 AND MILE POST 23.90 ON ALA 97) IN HAYNEVILLE, DRIVE
 AA2396'SOUTHWEST ON ALA 21 FOR 6.10 MI (9.82 KM) TO MILE POST 115.90 AND
 AA2396'LOWNDES COUNTY ROAD NO. 12 ON THE RIGHT, TURN RIGHT ON LOWNDES COUNTY
 AA2396'ROAD NO. 12 AND DRIVE WEST AND SOUTHWEST FOR 2.20 MI (3.54 KM) TO THE
 AA2396'STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M) EAST-NORTHEAST OF A
 AA2396'SEVEN STRAND BARBED WIRE FENCE ON WOOD AND STEEL POSTS, 37.1 FT (11.3
 AA2396'M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 2 22R 3, 40.0 FT
 AA2396'(12.2 M) WEST-SOUTHWEST OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO.
 AA2396'12, 77.8 FT (23.7 M) SOUTH-SOUTHEAST OF AN ANGLE POWER POLE WITH ONE
 AA2396'GUY WIRE, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA2396'FLUSH WITH THE GROUND. STATION 43-30 1992 MAY BE USED AS AN AZIMUTH
 AA2396'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3191 ***********************************************************************
 CN3191  DESIGNATION -  43 3
 CN3191  PID         -  CN3191
 CN3191  STATE/COUNTY-  AL/LOWNDES
 CN3191  USGS QUAD   -  HAYNEVILLE (1981)
 CN3191
 CN3191                         *CURRENT SURVEY CONTROL
 CN3191  ___________________________________________________________________
 CN3191* NAD 83(1992)-  32 09 23.42520(N)    086 32 43.83284(W)     ADJUSTED  
 CN3191* NAVD 88     -        74.7    (meters)     245.     (feet)  VERTCON   
 CN3191  ___________________________________________________________________
 CN3191  X           -     325,675.010 (meters)                     COMP
 CN3191  Y           -  -5,395,060.603 (meters)                     COMP
 CN3191  Z           -   3,375,161.635 (meters)                     COMP
 CN3191  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 CN3191  ELLIP HEIGHT-          47.15  (meters)          (07/29/02) GPS OBS
 CN3191  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CN3191
 CN3191  HORZ ORDER  -  FIRST
 CN3191  ELLP ORDER  -  FOURTH    CLASS I
 CN3191
 CN3191.The horizontal coordinates were established by GPS observations
 CN3191.and adjusted by the National Geodetic Survey in December 1992..
 CN3191
 CN3191.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3191.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3191
 CN3191.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3191
 CN3191.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3191
 CN3191.The ellipsoidal height was determined by GPS observations
 CN3191.and is referenced to NAD 83.
 CN3191
 CN3191.The geoid height was determined by GEOID03.
 CN3191
 CN3191;                    North         East     Units Scale Factor Converg.
 CN3191;SPC AL W     -   239,477.043   690,035.117   MT  1.00003327   +0 30 29.0
 CN3191;SPC AL E     -   183,880.352   132,820.766   MT  1.00001563   -0 22 44.6
 CN3191;UTM  16      - 3,557,873.996   542,856.208   MT  0.99962265   +0 14 30.8
 CN3191
 CN3191!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3191!SPC AL W     -   0.99999260  x   1.00003327  =   1.00002587
 CN3191!SPC AL E     -   0.99999260  x   1.00001563  =   1.00000823
 CN3191!UTM  16      -   0.99999260  x   0.99962265  =   0.99961525
 CN3191
 CN3191|---------------------------------------------------------------------|
 CN3191| PID    Reference Object                     Distance      Geod. Az  |
 CN3191|                                                           dddmmss.s |
 CN3191| CN3192 43 4                                371.753 METERS 30005     |
 CN3191|---------------------------------------------------------------------|
 CN3191
 CN3191                          SUPERSEDED SURVEY CONTROL
 CN3191
 CN3191  ELLIP H (12/04/92)   47.23   (m)                       GP(       ) 4 1
 CN3191  NAD 83(1986)-  32 09 23.43490(N)    086 32 43.83573(W) AD(       ) 1
 CN3191  NGVD 29 (12/04/92)   74.6    (m)          245.     (f) GPS OBS        
 CN3191
 CN3191.Superseded values are not recommended for survey control.
 CN3191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3191.See file dsdata.txt to determine how the superseded data were derived.
 CN3191
 CN3191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4285657874(NAD 83)
 CN3191_MARKER: DD = SURVEY DISK
 CN3191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3191_SP_SET: CONCRETE POST
 CN3191_STAMPING: 43-3 1991
 CN3191_MARK LOGO: ALHD  
 CN3191_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3191+STABILITY: SURFACE MOTION
 CN3191_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3191+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1993
 CN3191
 CN3191  HISTORY     - Date     Condition        Report By
 CN3191  HISTORY     - 1991     MONUMENTED       ALHD
 CN3191  HISTORY     - 19920415 GOOD
 CN3191  HISTORY     - 19931019 GOOD             ALHD
 CN3191
 CN3191                          STATION DESCRIPTION
 CN3191
 CN3191'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3191'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTH RIGHT OF WAY OF
 CN3191'ALA 97, ABOUT 2.80 MI (4.51 KM) SOUTHEAST OF HAYNEVILLE AND ABOUT
 CN3191'3.85 MI (6.20 KM) NORTHWEST OF LETOHATCHEE.
 CN3191'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST
 CN3191'23.85 ON ALA 97 AND MILE POST 122.00 ON ALA 21) IN HAYNEVILLE, DRIVE
 CN3191'SOUTHEAST ON ALA 97 FOR 2.90 MI (4.67 KM) TO MILE POST 20.95 AND THE
 CN3191'STATION ON THE RIGHT.
 CN3191'THE STATION IS 55.0 FT (16.8 M) SOUTH OF THE CENTER LINE OF ALA 97,
 CN3191'3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON OLD WOOD
 CN3191'POSTS, 2.7 FT (0.8 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST,
 CN3191'AND SET FLUSH WITH THE GROUND.
 CN3191'STATION 43-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3191
 CN3191                          STATION RECOVERY (1992)
 CN3191
 CN3191'RECOVERED 1992
 CN3191'RECOVERED IN GOOD CONDITION.
 CN3191
 CN3191                          STATION RECOVERY (1993)
 CN3191
 CN3191'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 CN3191'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2397 ***********************************************************************
 AA2397  DESIGNATION -  43 30
 AA2397  PID         -  AA2397
 AA2397  STATE/COUNTY-  AL/LOWNDES
 AA2397  USGS QUAD   -  GORDONSVILLE (1981)
 AA2397
 AA2397                         *CURRENT SURVEY CONTROL
 AA2397  ___________________________________________________________________
 AA2397* NAD 83(1992)-  32 08 27.17719(N)    086 40 46.90428(W)     ADJUSTED  
 AA2397* NAVD 88     -        85.7    (meters)     281.     (feet)  VERTCON   
 AA2397  ___________________________________________________________________
 AA2397  X           -     313,092.855 (meters)                     COMP
 AA2397  Y           -  -5,396,738.286 (meters)                     COMP
 AA2397  Z           -   3,373,700.580 (meters)                     COMP
 AA2397  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AA2397  ELLIP HEIGHT-          58.21  (meters)          (07/29/02) GPS OBS
 AA2397  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA2397
 AA2397  HORZ ORDER  -  FIRST
 AA2397  ELLP ORDER  -  FOURTH    CLASS I
 AA2397
 AA2397.The horizontal coordinates were established by GPS observations
 AA2397.and adjusted by the National Geodetic Survey in November 1994..
 AA2397
 AA2397.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2397.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2397
 AA2397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2397
 AA2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2397
 AA2397.The ellipsoidal height was determined by GPS observations
 AA2397.and is referenced to NAD 83.
 AA2397
 AA2397.The geoid height was determined by GEOID03.
 AA2397
 AA2397;                    North         East     Units Scale Factor Converg.
 AA2397;SPC AL W     -   237,640.145   677,390.377   MT  1.00000717   +0 26 11.1
 AA2397;UTM  16      - 3,556,096.556   530,208.176   MT  0.99961125   +0 10 13.5
 AA2397
 AA2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2397!SPC AL W     -   0.99999086  x   1.00000717  =   0.99999803
 AA2397!UTM  16      -   0.99999086  x   0.99961125  =   0.99960211
 AA2397
 AA2397:                Primary Azimuth Mark                     Grid Az
 AA2397:SPC AL W     -  43 29                                    336 54 55.7
 AA2397:UTM  16      -  43 29                                    337 10 53.3
 AA2397
 AA2397|---------------------------------------------------------------------|
 AA2397| PID    Reference Object                     Distance      Geod. Az  |
 AA2397|                                                           dddmmss.s |
 AA2397| AA2396 43 29                               458.920 METERS 3372106.8 |
 AA2397|---------------------------------------------------------------------|
 AA2397
 AA2397                          SUPERSEDED SURVEY CONTROL
 AA2397
 AA2397  ELLIP H (11/30/94)   58.28   (m)                       GP(       ) 4 1
 AA2397  NGVD 29 (11/30/94)   85.7    (m)          281.     (f) GPS OBS        
 AA2397
 AA2397.Superseded values are not recommended for survey control.
 AA2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2397.See file dsdata.txt to determine how the superseded data were derived.
 AA2397
 AA2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3020856097(NAD 83)
 AA2397_MARKER: DD = SURVEY DISK
 AA2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2397_SP_SET: CONCRETE POST
 AA2397_STAMPING: 43-30 1992
 AA2397_MARK LOGO: ALHD  
 AA2397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2397+STABILITY: SURFACE MOTION
 AA2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2397+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2397
 AA2397  HISTORY     - Date     Condition        Report By
 AA2397  HISTORY     - 1992     MONUMENTED       ALHD
 AA2397
 AA2397                          STATION DESCRIPTION
 AA2397
 AA2397'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2397'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2397'OF LOWNDES COUNTY ROAD NO. 12, ABOUT 2.80 MI (4.51 KM) SOUTH OF MOSSES
 AA2397'AND ABOUT 6.50 MI (10.46 KM) WEST-SOUTHWEST OF HAYNEVILLE. TO REACH
 AA2397'THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST 122.00
 AA2397'ON ALA 21 AND MILE POST 23.90 ON ALA 97) IN HAYNEVILLE, DRIVE
 AA2397'SOUTHWEST ON ALA 21 FOR 6.10 MI (9.82 KM) TO MILE POST 115.90 AND
 AA2397'LOWNDES COUNTY ROAD NO. 12 ON THE RIGHT, TURN RIGHT ON LOWNDES COUNTY
 AA2397'ROAD NO. 12 AND DRIVE WEST AND SOUTHWEST FOR 1.90 MI (3.06 KM) TO THE
 AA2397'STATION ON THE LEFT. THE STATION IS 2.7 FT (0.8 M) NORTHEAST OF A
 AA2397'SEVEN STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 38.9 FT (11.9 M)
 AA2397'SOUTHWEST OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 12, 3.0 FT (0.9
 AA2397'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2397'STATION 43-29 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2398 ***********************************************************************
 AA2398  DESIGNATION -  43 31
 AA2398  PID         -  AA2398
 AA2398  STATE/COUNTY-  AL/LOWNDES
 AA2398  USGS QUAD   -  HAYNEVILLE (1981)
 AA2398
 AA2398                         *CURRENT SURVEY CONTROL
 AA2398  ___________________________________________________________________
 AA2398* NAD 83(1992)-  32 08 40.02155(N)    086 37 15.75189(W)     ADJUSTED  
 AA2398* NAVD 88     -        78.0    (meters)     256.     (feet)  VERTCON   
 AA2398  ___________________________________________________________________
 AA2398  X           -     318,604.515 (meters)                     COMP
 AA2398  Y           -  -5,396,198.276 (meters)                     COMP
 AA2398  Z           -   3,374,031.463 (meters)                     COMP
 AA2398  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AA2398  ELLIP HEIGHT-          50.47  (meters)          (07/29/02) GPS OBS
 AA2398  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA2398
 AA2398  HORZ ORDER  -  FIRST
 AA2398  ELLP ORDER  -  FOURTH    CLASS I
 AA2398
 AA2398.The horizontal coordinates were established by GPS observations
 AA2398.and adjusted by the National Geodetic Survey in November 1994..
 AA2398
 AA2398.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2398.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2398
 AA2398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2398
 AA2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2398
 AA2398.The ellipsoidal height was determined by GPS observations
 AA2398.and is referenced to NAD 83.
 AA2398
 AA2398.The geoid height was determined by GEOID03.
 AA2398
 AA2398;                    North         East     Units Scale Factor Converg.
 AA2398;SPC AL W     -   238,079.437   682,920.902   MT  1.00001810   +0 28 03.7
 AA2398;UTM  16      - 3,556,509.999   535,738.472   MT  0.99961575   +0 12 05.9
 AA2398
 AA2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2398!SPC AL W     -   0.99999208  x   1.00001810  =   1.00001018
 AA2398!UTM  16      -   0.99999208  x   0.99961575  =   0.99960783
 AA2398
 AA2398                          SUPERSEDED SURVEY CONTROL
 AA2398
 AA2398  ELLIP H (11/30/94)   50.54   (m)                       GP(       ) 4 1
 AA2398  NGVD 29 (11/30/94)   78.0    (m)          256.     (f) GPS OBS        
 AA2398
 AA2398.Superseded values are not recommended for survey control.
 AA2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2398.See file dsdata.txt to determine how the superseded data were derived.
 AA2398
 AA2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3573856510(NAD 83)
 AA2398_MARKER: DD = SURVEY DISK
 AA2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2398_SP_SET: CONCRETE POST
 AA2398_STAMPING: 43-31 1992
 AA2398_MARK LOGO: ALHD  
 AA2398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2398+STABILITY: SURFACE MOTION
 AA2398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2398+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2398
 AA2398  HISTORY     - Date     Condition        Report By
 AA2398  HISTORY     - 1992     MONUMENTED       ALHD
 AA2398
 AA2398                          STATION DESCRIPTION
 AA2398
 AA2398'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2398'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2398'OF ALA 21, ABOUT 3.45 MI (5.55 KM) SOUTHWEST OF HAYNEVILLE AND ABOUT
 AA2398'4.00 MI (6.44 KM) SOUTHEAST OF MOSSES. TO REACH THE STATION FROM THE
 AA2398'JUNCTION OF ALA 21 AND ALA 97 (MILE POST 122.00 ON ALA 21 AND MILE
 AA2398'POST 23.90 ON ALA 97) IN HAYNEVILLE, DRIVE SOUTHWEST ON ALA 21 FOR
 AA2398'3.70 MI (5.95 KM) TO MILE POST 118.30 AND THE STATION ON THE LEFT. THE
 AA2398'STATION IS 3.0 FT (0.9 M) NORTHWEST OF A HOGWIRE FENCE ON STEEL POSTS,
 AA2398'43.0 FT (13.1 M) NORTHEAST OF THE NORTHEAST ONE OF TWO CONNECTED WOOD
 AA2398'POSTS IN THE FENCE LINE, 55.3 FT (16.9 M) SOUTHEAST OF THE CENTERLINE
 AA2398'OF ALA 21, 108.9 FT (33.2 M) SOUTHWEST OF THE SOUTHWEST ONE OF THREE
 AA2398'CONNECTED WOOD POSTS IN THE FENCE LINE, 134.3 FT (40.9 M) NORTHEAST OF
 AA2398'A JUNCTION POWER POLE WITH A SMALL TRANSFORMER, 3.2 FT (1.0 M) NORTH
 AA2398'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2398'43-32 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2399 ***********************************************************************
 AA2399  DESIGNATION -  43 32
 AA2399  PID         -  AA2399
 AA2399  STATE/COUNTY-  AL/LOWNDES
 AA2399  USGS QUAD   -  HAYNEVILLE (1981)
 AA2399
 AA2399                         *CURRENT SURVEY CONTROL
 AA2399  ___________________________________________________________________
 AA2399* NAD 83(1992)-  32 09 07.92213(N)    086 36 46.19812(W)     ADJUSTED  
 AA2399* NAVD 88     -        67.8    (meters)     222.     (feet)  VERTCON   
 AA2399  ___________________________________________________________________
 AA2399  X           -     319,350.152 (meters)                     COMP
 AA2399  Y           -  -5,395,687.425 (meters)                     COMP
 AA2399  Z           -   3,374,753.670 (meters)                     COMP
 AA2399  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AA2399  ELLIP HEIGHT-          40.25  (meters)          (07/29/02) GPS OBS
 AA2399  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AA2399
 AA2399  HORZ ORDER  -  FIRST
 AA2399  ELLP ORDER  -  FOURTH    CLASS I
 AA2399
 AA2399.The horizontal coordinates were established by GPS observations
 AA2399.and adjusted by the National Geodetic Survey in November 1994..
 AA2399
 AA2399.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2399.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2399
 AA2399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2399
 AA2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2399
 AA2399.The ellipsoidal height was determined by GPS observations
 AA2399.and is referenced to NAD 83.
 AA2399
 AA2399.The geoid height was determined by GEOID03.
 AA2399
 AA2399;                    North         East     Units Scale Factor Converg.
 AA2399;SPC AL W     -   238,945.187   683,688.321   MT  1.00001967   +0 28 19.7
 AA2399;UTM  16      - 3,557,371.829   536,509.593   MT  0.99961644   +0 12 21.7
 AA2399
 AA2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2399!SPC AL W     -   0.99999368  x   1.00001967  =   1.00001335
 AA2399!UTM  16      -   0.99999368  x   0.99961644  =   0.99961012
 AA2399
 AA2399                          SUPERSEDED SURVEY CONTROL
 AA2399
 AA2399  ELLIP H (11/30/94)   40.32   (m)                       GP(       ) 4 1
 AA2399  NGVD 29 (11/30/94)   67.8    (m)          222.     (f) GPS OBS        
 AA2399
 AA2399.Superseded values are not recommended for survey control.
 AA2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2399.See file dsdata.txt to determine how the superseded data were derived.
 AA2399
 AA2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3651057372(NAD 83)
 AA2399_MARKER: DD = SURVEY DISK
 AA2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2399_SP_SET: CONCRETE POST
 AA2399_STAMPING: 43-32 1992
 AA2399_MARK LOGO: ALHD  
 AA2399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2399+STABILITY: SURFACE MOTION
 AA2399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2399+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2399
 AA2399  HISTORY     - Date     Condition        Report By
 AA2399  HISTORY     - 1992     MONUMENTED       ALHD
 AA2399
 AA2399                          STATION DESCRIPTION
 AA2399
 AA2399'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2399'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2399'OF ALA 21, ABOUT 2.90 MI (4.67 KM) SOUTHWEST OF HAYNEVILLE AND ABOUT
 AA2399'4.05 MI (6.52 KM) SOUTHEAST OF MOSSES. TO REACH THE STATION FROM THE
 AA2399'JUNCTION OF ALA 21 AND ALA 97 (MILE POST 122.00 ON ALA 21 AND MILE
 AA2399'POST 23.90 ON ALA 97) IN HAYNEVILLE, DRIVE SOUTHWEST ON ALA 21 FOR
 AA2399'3.00 MI (4.83 KM) TO MILE POST 119.00 AND THE STATION ON THE LEFT. THE
 AA2399'STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A HOG WIRE FENCE WITH ONE
 AA2399'STRAND OF BARBED WIRE ON STEEL POSTS, 32.7 FT (10.0 M) WEST-SOUTHWEST
 AA2399'OF THE SOUTHWEST ONE OF THREE CONNECTED WOOD POSTS AT A FENCE CORNER,
 AA2399'62.5 FT (19.1 M) EAST OF MILE POST 119, 75.7 FT (23.1 M) NORTHEAST OF
 AA2399'AN ANGLE POWER POLE AT A FENCE CORNER, 82.6 FT (25.2 M) SOUTHEAST OF
 AA2399'THE CENTERLINE OF ALA 21, 147.0 FT (44.8 M) SOUTHWEST OF THE
 AA2399'CENTERLINE OF LOWNDES COUNTY ROAD NO. 33, 3.2 FT (1.0 M) NORTH OF A
 AA2399'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-31
 AA2399'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2400 ***********************************************************************
 AA2400  DESIGNATION -  43 33
 AA2400  PID         -  AA2400
 AA2400  STATE/COUNTY-  AL/LOWNDES
 AA2400  USGS QUAD   -  HAYNEVILLE (1981)
 AA2400
 AA2400                         *CURRENT SURVEY CONTROL
 AA2400  ___________________________________________________________________
 AA2400* NAD 83(1992)-  32 11 59.57733(N)    086 35 09.77308(W)     ADJUSTED  
 AA2400* NAVD 88     -        72.0    (meters)     236.     (feet)  VERTCON   
 AA2400  ___________________________________________________________________
 AA2400  X           -     321,705.040 (meters)                     COMP
 AA2400  Y           -  -5,392,730.360 (meters)                     COMP
 AA2400  Z           -   3,379,231.304 (meters)                     COMP
 AA2400  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 AA2400  ELLIP HEIGHT-          44.42  (meters)          (07/29/02) GPS OBS
 AA2400  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AA2400
 AA2400  HORZ ORDER  -  FIRST
 AA2400  ELLP ORDER  -  FOURTH    CLASS I
 AA2400
 AA2400.The horizontal coordinates were established by GPS observations
 AA2400.and adjusted by the National Geodetic Survey in November 1994..
 AA2400
 AA2400.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2400.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2400
 AA2400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2400
 AA2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2400
 AA2400.The ellipsoidal height was determined by GPS observations
 AA2400.and is referenced to NAD 83.
 AA2400
 AA2400.The geoid height was determined by GEOID03.
 AA2400
 AA2400;                    North         East     Units Scale Factor Converg.
 AA2400;SPC AL W     -   244,253.717   686,170.155   MT  1.00002487   +0 29 13.4
 AA2400;UTM  16      - 3,562,666.623   539,015.057   MT  0.99961877   +0 13 14.1
 AA2400
 AA2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2400!SPC AL W     -   0.99999303  x   1.00002487  =   1.00001790
 AA2400!UTM  16      -   0.99999303  x   0.99961877  =   0.99961180
 AA2400
 AA2400:                Primary Azimuth Mark                     Grid Az
 AA2400:SPC AL W     -  43 34                                    344 04 51.0
 AA2400:UTM  16      -  43 34                                    344 20 50.3
 AA2400
 AA2400|---------------------------------------------------------------------|
 AA2400| PID    Reference Object                     Distance      Geod. Az  |
 AA2400|                                                           dddmmss.s |
 AA2400| AA2401 43 34                               APPROX. 0.6 KM 3443404.4 |
 AA2400|---------------------------------------------------------------------|
 AA2400
 AA2400                          SUPERSEDED SURVEY CONTROL
 AA2400
 AA2400  ELLIP H (11/30/94)   44.49   (m)                       GP(       ) 4 1
 AA2400  NGVD 29 (11/30/94)   72.0    (m)          236.     (f) GPS OBS        
 AA2400
 AA2400.Superseded values are not recommended for survey control.
 AA2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2400.See file dsdata.txt to determine how the superseded data were derived.
 AA2400
 AA2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3901562667(NAD 83)
 AA2400_MARKER: DD = SURVEY DISK
 AA2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2400_SP_SET: CONCRETE POST
 AA2400_STAMPING: 43-33 1992
 AA2400_MARK LOGO: ALHD  
 AA2400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2400+STABILITY: SURFACE MOTION
 AA2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2400+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2400
 AA2400  HISTORY     - Date     Condition        Report By
 AA2400  HISTORY     - 1992     MONUMENTED       ALHD
 AA2400
 AA2400                          STATION DESCRIPTION
 AA2400
 AA2400'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2400'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE EAST RIGHT OF WAY OF
 AA2400'ALA 97, ABOUT 1.25 MI (2.01 KM) NORTH-NORTHWEST OF HAYNEVILLE AND
 AA2400'ABOUT 5.30 MI (8.53 KM) SOUTH-SOUTHEAST OF LOWNDESBORO. TO REACH THE
 AA2400'STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST 23.90 ON ALA
 AA2400'97 AND MILE POST 122.00 ON ALA 21) IN HAYNEVILLE, DRIVE NORTH ON ALA
 AA2400'97 FOR 1.15 MI (1.85 KM) TO MILE POST 25.05 AND THE STATION ON THE
 AA2400'RIGHT. THE STATION IS 2.9 FT (0.9 M) WEST-SOUTHWEST OF A FIVE STRAND
 AA2400'BARBED WIRE FENCE ON WOOD AND STEEL POSTS, 4.2 FT (1.3 M)
 AA2400'WEST-SOUTHWEST OF A BROKEN CONCRETE RIGHT OF WAY MARKER, 54.3 FT (16.6
 AA2400'M) NORTH OF THE NORTH END OF A SIX-INCH CONCRETE PIPE UNDER A GRAVEL
 AA2400'DRIVEWAY, 55.0 FT (16.8 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 AA2400'THE BRICK COLUMN ON THE NORTH SIDE OF A GRAVEL DRIVEWAY, 56.2 FT (17.1
 AA2400'M) EAST-NORTHEAST OF THE CENTERLINE OF ALA 97, 65.5 FT (20.0 M)
 AA2400'NORTH-NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.8 FT (0.9 M)
 AA2400'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2400'STATION 43-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2401 ***********************************************************************
 AA2401  DESIGNATION -  43 34
 AA2401  PID         -  AA2401
 AA2401  STATE/COUNTY-  AL/LOWNDES
 AA2401  USGS QUAD   -  HAYNEVILLE (1981)
 AA2401
 AA2401                         *CURRENT SURVEY CONTROL
 AA2401  ___________________________________________________________________
 AA2401* NAD 83(1992)-  32 12 17.79222(N)    086 35 15.68702(W)     ADJUSTED  
 AA2401* NAVD 88     -        77.7    (meters)     255.     (feet)  VERTCON   
 AA2401  ___________________________________________________________________
 AA2401  X           -     321,532.912 (meters)                     COMP
 AA2401  Y           -  -5,392,445.931 (meters)                     COMP
 AA2401  Z           -   3,379,709.112 (meters)                     COMP
 AA2401  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA2401  ELLIP HEIGHT-          50.13  (meters)          (07/29/02) GPS OBS
 AA2401  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AA2401
 AA2401  HORZ ORDER  -  FIRST
 AA2401  ELLP ORDER  -  FOURTH    CLASS I
 AA2401
 AA2401.The horizontal coordinates were established by GPS observations
 AA2401.and adjusted by the National Geodetic Survey in November 1994..
 AA2401
 AA2401.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2401.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2401
 AA2401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2401
 AA2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2401
 AA2401.The ellipsoidal height was determined by GPS observations
 AA2401.and is referenced to NAD 83.
 AA2401
 AA2401.The geoid height was determined by GEOID03.
 AA2401
 AA2401;                    North         East     Units Scale Factor Converg.
 AA2401;SPC AL W     -   244,813.466   686,010.503   MT  1.00002453   +0 29 10.5
 AA2401;UTM  16      - 3,563,226.881   538,858.075   MT  0.99961862   +0 13 11.1
 AA2401
 AA2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2401!SPC AL W     -   0.99999213  x   1.00002453  =   1.00001666
 AA2401!UTM  16      -   0.99999213  x   0.99961862  =   0.99961075
 AA2401
 AA2401:                Primary Azimuth Mark                     Grid Az
 AA2401:SPC AL W     -  43 33                                    164 04 50.7
 AA2401:UTM  16      -  43 33                                    164 20 50.1
 AA2401
 AA2401|---------------------------------------------------------------------|
 AA2401| PID    Reference Object                     Distance      Geod. Az  |
 AA2401|                                                           dddmmss.s |
 AA2401| AA2400 43 33                               APPROX. 0.6 KM 1643401.2 |
 AA2401|---------------------------------------------------------------------|
 AA2401
 AA2401                          SUPERSEDED SURVEY CONTROL
 AA2401
 AA2401  ELLIP H (11/30/94)   50.20   (m)                       GP(       ) 4 1
 AA2401  NGVD 29 (11/30/94)   77.7    (m)          255.     (f) GPS OBS        
 AA2401
 AA2401.Superseded values are not recommended for survey control.
 AA2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2401.See file dsdata.txt to determine how the superseded data were derived.
 AA2401
 AA2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3885863227(NAD 83)
 AA2401_MARKER: DD = SURVEY DISK
 AA2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2401_SP_SET: CONCRETE POST
 AA2401_STAMPING: 43-34 1992
 AA2401_MARK LOGO: ALHD  
 AA2401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2401+STABILITY: SURFACE MOTION
 AA2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2401+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2401
 AA2401  HISTORY     - Date     Condition        Report By
 AA2401  HISTORY     - 1992     MONUMENTED       ALHD
 AA2401
 AA2401                          STATION DESCRIPTION
 AA2401
 AA2401'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2401'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE EAST RIGHT OF WAY OF
 AA2401'ALA 97, ABOUT 1.60 MI (2.57 KM) NORTH-NORTHWEST OF HAYNEVILLE AND
 AA2401'ABOUT 4.95 MI (7.97 KM) SOUTH-SOUTHEAST OF LOWNDESBORO. TO REACH THE
 AA2401'STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST 23.90 ON ALA
 AA2401'97 AND MILE POST 122.00 ON ALA 21) IN HAYNEVILLE, DRIVE NORTH ON ALA
 AA2401'97 FOR 1.50 MI (2.41 KM) TO MILE POST 25.40 AND THE STATION ON THE
 AA2401'RIGHT. THE STATION IS 2.8 FT (0.9 M) WEST-SOUTHWEST OF A FOUR STRAND
 AA2401'BARBED WIRE FENCE ON OLD TREATED WOOD POSTS, 57.4 FT (17.5 M)
 AA2401'EAST-NORTHEAST OF THE CENTERLINE OF ALA 97, 66.4 FT (20.2 M) SOUTH OF
 AA2401'THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 103.9 FT
 AA2401'(31.7 M) SOUTH OF CONCRETE RIGHT OF WAY MARKER POT 82 + 85, 2.9 FT
 AA2401'(0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2401'GROUND. STATION 43-33 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2402 ***********************************************************************
 AA2402  DESIGNATION -  43 35
 AA2402  PID         -  AA2402
 AA2402  STATE/COUNTY-  AL/LOWNDES
 AA2402  USGS QUAD   -  LETOHATCHEE (1985)
 AA2402
 AA2402                         *CURRENT SURVEY CONTROL
 AA2402  ___________________________________________________________________
 AA2402* NAD 83(1992)-  32 12 34.63539(N)    086 29 51.59540(W)     ADJUSTED  
 AA2402* NAVD 88     -        85.0    (meters)     279.     (feet)  VERTCON   
 AA2402  ___________________________________________________________________
 AA2402  X           -     329,988.826 (meters)                     COMP
 AA2402  Y           -  -5,391,664.227 (meters)                     COMP
 AA2402  Z           -   3,380,151.992 (meters)                     COMP
 AA2402  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 AA2402  ELLIP HEIGHT-          57.43  (meters)          (07/29/02) GPS OBS
 AA2402  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AA2402
 AA2402  HORZ ORDER  -  FIRST
 AA2402  ELLP ORDER  -  FOURTH    CLASS I
 AA2402
 AA2402.The horizontal coordinates were established by GPS observations
 AA2402.and adjusted by the National Geodetic Survey in November 1994..
 AA2402
 AA2402.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2402.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2402
 AA2402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2402
 AA2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2402
 AA2402.The ellipsoidal height was determined by GPS observations
 AA2402.and is referenced to NAD 83.
 AA2402
 AA2402.The geoid height was determined by GEOID03.
 AA2402
 AA2402;                    North         East     Units Scale Factor Converg.
 AA2402;SPC AL W     -   245,407.873   694,493.427   MT  1.00004341   +0 32 03.5
 AA2402;UTM  16      - 3,563,781.594   547,340.186   MT  0.99962764   +0 16 03.9
 AA2402
 AA2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2402!SPC AL W     -   0.99999098  x   1.00004341  =   1.00003439
 AA2402!UTM  16      -   0.99999098  x   0.99962764  =   0.99961863
 AA2402
 AA2402:                Primary Azimuth Mark                     Grid Az
 AA2402:SPC AL W     -  43 36                                    001 57 07.1
 AA2402:UTM  16      -  43 36                                    002 13 06.7
 AA2402
 AA2402|---------------------------------------------------------------------|
 AA2402| PID    Reference Object                     Distance      Geod. Az  |
 AA2402|                                                           dddmmss.s |
 AA2402| AA2403 43 36                               APPROX. 0.6 KM 0022910.6 |
 AA2402|---------------------------------------------------------------------|
 AA2402
 AA2402                          SUPERSEDED SURVEY CONTROL
 AA2402
 AA2402  ELLIP H (11/30/94)   57.50   (m)                       GP(       ) 4 1
 AA2402  NGVD 29 (11/30/94)   85.0    (m)          279.     (f) GPS OBS        
 AA2402
 AA2402.Superseded values are not recommended for survey control.
 AA2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2402.See file dsdata.txt to determine how the superseded data were derived.
 AA2402
 AA2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4734063782(NAD 83)
 AA2402_MARKER: DD = SURVEY DISK
 AA2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2402_SP_SET: CONCRETE POST
 AA2402_STAMPING: 43-35 1992
 AA2402_MARK LOGO: ALHD  
 AA2402_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2402+STABILITY: SURFACE MOTION
 AA2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2402+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2402
 AA2402  HISTORY     - Date     Condition        Report By
 AA2402  HISTORY     - 1992     MONUMENTED       ALHD
 AA2402
 AA2402                          STATION DESCRIPTION
 AA2402
 AA2402'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2402'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE WEST RIGHT OF WAY OF
 AA2402'LOWNDES COUNTY ROAD NO. 17, ABOUT 5.10 MI (8.21 KM) EAST-NORTHEAST OF
 AA2402'HAYNEVILLE AND ABOUT 8.00 MI (12.87 KM) SOUTHEAST OF LOWNDESBORO. TO
 AA2402'REACH THE STATION FROM EXIT 158 ON I-65, DRIVE WEST ON LOWNDES COUNTY
 AA2402'ROAD NO. 6 FOR 0.95 MI (1.53 KM) TO A T-INTERSECTION WITH LOWNDES
 AA2402'COUNTY ROAD NO. 26 LEFT AND RIGHT, TURN LEFT ON LOWNDES COUNTY ROAD
 AA2402'NO. 26 AND DRIVE SOUTHWEST AND WEST FOR 4.65 TO A CROSS ROAD WITH
 AA2402'LOWNDES COUNTY ROAD NO. 17 LEFT AND RIGHT, TURN RIGHT ON LOWNDES
 AA2402'COUNTY ROAD NO. 17 AND DRIVE NORTH FOR 1.95 MI (3.14 KM) TO THE
 AA2402'STATION ON THE LEFT. THE STATION IS 2.9 FT (0.9 M) SOUTHEAST OF A
 AA2402'BURIED CABLE WARNING SIGN, 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED
 AA2402'WIRE FENCE ON STEEL POSTS, 18.2 FT (5.5 M) NORTH-NORTHWEST OF
 AA2402'TELEPHONE CABLE PEDESTAL NO. 2 14, 18.5 FT (5.6 M) NORTH-NORTHEAST OF
 AA2402'THE SOUTH END OF THE FENCE, 29.0 FT (8.8 M) NORTH-NORTHWEST OF A SPEED
 AA2402'LIMIT 30 SIGN, 29.5 FT (9.0 M) NORTH-NORTHWEST OF A DEER TRACE RD
 AA2402'SIGN, 34.3 FT (10.5 M) SOUTH OF A FOUR BY FOUR INCH CONCRETE POST,
 AA2402'42.2 FT (12.9 M) WEST OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 17,
 AA2402'49.0 FT (14.9 M) NORTH OF THE CENTER OF A GRAVEL ROAD, 53.5 FT (16.3
 AA2402'M) SOUTH OF A FOUR BY FOUR INCH CONCRETE POST, 3.2 FT (1.0 M) EAST OF
 AA2402'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-36
 AA2402'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2403 ***********************************************************************
 AA2403  DESIGNATION -  43 36
 AA2403  PID         -  AA2403
 AA2403  STATE/COUNTY-  AL/LOWNDES
 AA2403  USGS QUAD   -  LETOHATCHEE (1985)
 AA2403
 AA2403                         *CURRENT SURVEY CONTROL
 AA2403  ___________________________________________________________________
 AA2403* NAD 83(1992)-  32 12 54.92494(N)    086 29 50.55910(W)     ADJUSTED  
 AA2403* NAVD 88     -        70.7    (meters)     232.     (feet)  VERTCON   
 AA2403  ___________________________________________________________________
 AA2403  X           -     329,994.820 (meters)                     COMP
 AA2403  Y           -  -5,391,317.937 (meters)                     COMP
 AA2403  Z           -   3,380,673.137 (meters)                     COMP
 AA2403  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AA2403  ELLIP HEIGHT-          43.10  (meters)          (07/29/02) GPS OBS
 AA2403  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 AA2403
 AA2403  HORZ ORDER  -  FIRST
 AA2403  ELLP ORDER  -  FOURTH    CLASS I
 AA2403
 AA2403.The horizontal coordinates were established by GPS observations
 AA2403.and adjusted by the National Geodetic Survey in November 1994..
 AA2403
 AA2403.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2403.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2403
 AA2403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2403
 AA2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2403
 AA2403.The ellipsoidal height was determined by GPS observations
 AA2403.and is referenced to NAD 83.
 AA2403
 AA2403.The geoid height was determined by GEOID03.
 AA2403
 AA2403;                    North         East     Units Scale Factor Converg.
 AA2403;SPC AL W     -   246,033.103   694,514.735   MT  1.00004346   +0 32 04.3
 AA2403;UTM  16      - 3,564,406.459   547,364.393   MT  0.99962766   +0 16 04.6
 AA2403
 AA2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2403!SPC AL W     -   0.99999323  x   1.00004346  =   1.00003669
 AA2403!UTM  16      -   0.99999323  x   0.99962766  =   0.99962090
 AA2403
 AA2403:                Primary Azimuth Mark                     Grid Az
 AA2403:SPC AL W     -  43 35                                    181 57 06.9
 AA2403:UTM  16      -  43 35                                    182 13 06.6
 AA2403
 AA2403|---------------------------------------------------------------------|
 AA2403| PID    Reference Object                     Distance      Geod. Az  |
 AA2403|                                                           dddmmss.s |
 AA2403| AA2402 43 35                               APPROX. 0.6 KM 1822911.2 |
 AA2403|---------------------------------------------------------------------|
 AA2403
 AA2403                          SUPERSEDED SURVEY CONTROL
 AA2403
 AA2403  ELLIP H (11/30/94)   43.17   (m)                       GP(       ) 4 1
 AA2403  NGVD 29 (11/30/94)   70.7    (m)          232.     (f) GPS OBS        
 AA2403
 AA2403.Superseded values are not recommended for survey control.
 AA2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2403.See file dsdata.txt to determine how the superseded data were derived.
 AA2403
 AA2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4736464406(NAD 83)
 AA2403_MARKER: DD = SURVEY DISK
 AA2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2403_SP_SET: CONCRETE POST
 AA2403_STAMPING: 43-36 1992
 AA2403_MARK LOGO: ALHD  
 AA2403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2403+STABILITY: SURFACE MOTION
 AA2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2403+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2403
 AA2403  HISTORY     - Date     Condition        Report By
 AA2403  HISTORY     - 1992     MONUMENTED       ALHD
 AA2403
 AA2403                          STATION DESCRIPTION
 AA2403
 AA2403'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2403'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE EAST RIGHT OF WAY OF
 AA2403'LOWNDES COUNTY ROAD NO. 17, ABOUT 5.35 MI (8.61 KM) EAST-NORTHEAST OF
 AA2403'HAYNEVILLE AND ABOUT 7.85 MI (12.63 KM) SOUTHEAST OF LOWNDESBORO. TO
 AA2403'REACH THE STATION FROM EXIT 158 ON I-65, DRIVE WEST ON LOWNDES COUNTY
 AA2403'ROAD NO. 6 FOR 0.95 MI (1.53 KM) TO A T-INTERSECTION WITH LOWNDES
 AA2403'COUNTY ROAD NO. 26 LEFT AND RIGHT, TURN LEFT ON LOWNDES COUNTY ROAD
 AA2403'NO. 26 AND DRIVE SOUTHWEST AND WEST FOR 4.65 TO A CROSS ROAD WITH
 AA2403'LOWNDES COUNTY ROAD NO. 17 LEFT AND RIGHT, TURN RIGHT ON LOWNDES
 AA2403'COUNTY ROAD NO. 17 AND DRIVE NORTH FOR 2.35 MI (3.78 KM) TO THE
 AA2403'STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M) WEST OF A SEVEN
 AA2403'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 38.0 FT (11.6 M) EAST
 AA2403'OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 17, 81.9 FT (25.0 M)
 AA2403'EAST-SOUTHEAST OF A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD, 83.2 FT
 AA2403'(25.4 M) EAST-SOUTHEAST OF A BURIED CABLE WARNING SIGN ACROSS THE
 AA2403'ROAD, 113.4 FT (34.6 M) SOUTH OF THE SOUTH ONE OF TWO TALL POSTS IN
 AA2403'THE FENCE LINE, 171.5 FT (52.3 M) SOUTH-SOUTHEAST OF THE SOUTH END OF
 AA2403'THE EAST HEADWALL OF A TWENTY FOUR-INCH BCCM PIPE UNDER LOWNDES COUNTY
 AA2403'ROAD NO. 17, 3.3 FT (1.0 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA2403'FLUSH WITH THE GROUND. STATION 43-35 1992 MAY BE USED AS AN AZIMUTH
 AA2403'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2404 ***********************************************************************
 AA2404  DESIGNATION -  43 37
 AA2404  PID         -  AA2404
 AA2404  STATE/COUNTY-  AL/LOWNDES
 AA2404  USGS QUAD   -  SANDY RIDGE (1985)
 AA2404
 AA2404                         *CURRENT SURVEY CONTROL
 AA2404  ___________________________________________________________________
 AA2404* NAD 83(1992)-  32 06 43.30703(N)    086 27 49.78898(W)     ADJUSTED  
 AA2404* NAVD 88     -        94.5    (meters)     310.     (feet)  VERTCON   
 AA2404  ___________________________________________________________________
 AA2404  X           -     333,528.531 (meters)                     COMP
 AA2404  Y           -  -5,397,226.055 (meters)                     COMP
 AA2404  Z           -   3,370,995.690 (meters)                     COMP
 AA2404  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA2404  ELLIP HEIGHT-          67.02  (meters)          (07/29/02) GPS OBS
 AA2404  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA2404
 AA2404  HORZ ORDER  -  FIRST
 AA2404  ELLP ORDER  -  FOURTH    CLASS I
 AA2404
 AA2404.The horizontal coordinates were established by GPS observations
 AA2404.and adjusted by the National Geodetic Survey in November 1994..
 AA2404
 AA2404.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2404.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2404
 AA2404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2404
 AA2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2404
 AA2404.The ellipsoidal height was determined by GPS observations
 AA2404.and is referenced to NAD 83.
 AA2404
 AA2404.The geoid height was determined by GEOID03.
 AA2404
 AA2404;                    North         East     Units Scale Factor Converg.
 AA2404;SPC AL W     -   234,616.218   697,787.512   MT  1.00005122   +0 33 03.0
 AA2404;UTM  16      - 3,552,979.266   550,582.745   MT  0.99963155   +0 17 06.1
 AA2404
 AA2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2404!SPC AL W     -   0.99998948  x   1.00005122  =   1.00004070
 AA2404!UTM  16      -   0.99998948  x   0.99963155  =   0.99962103
 AA2404
 AA2404:                Primary Azimuth Mark                     Grid Az
 AA2404:SPC AL W     -  43 38                                    139 51 02.0
 AA2404:UTM  16      -  43 38                                    140 06 58.9
 AA2404
 AA2404|---------------------------------------------------------------------|
 AA2404| PID    Reference Object                     Distance      Geod. Az  |
 AA2404|                                                           dddmmss.s |
 AA2404| AA2405 43 38                               APPROX. 0.5 KM 1402405.0 |
 AA2404|---------------------------------------------------------------------|
 AA2404
 AA2404                          SUPERSEDED SURVEY CONTROL
 AA2404
 AA2404  ELLIP H (11/30/94)   67.09   (m)                       GP(       ) 4 1
 AA2404  NGVD 29 (11/30/94)   94.4    (m)          310.     (f) GPS OBS        
 AA2404
 AA2404.Superseded values are not recommended for survey control.
 AA2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2404.See file dsdata.txt to determine how the superseded data were derived.
 AA2404
 AA2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5058352979(NAD 83)
 AA2404_MARKER: DD = SURVEY DISK
 AA2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2404_SP_SET: CONCRETE POST
 AA2404_STAMPING: 43-37 1992
 AA2404_MARK LOGO: ALHD  
 AA2404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2404+STABILITY: SURFACE MOTION
 AA2404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2404+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2404
 AA2404  HISTORY     - Date     Condition        Report By
 AA2404  HISTORY     - 1992     MONUMENTED       ALHD
 AA2404
 AA2404                          STATION DESCRIPTION
 AA2404
 AA2404'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2404'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2404'OF ALA 97, ABOUT 8.45 MI (13.60 KM) SOUTHEAST OF HAYNEVILLE AND ABOUT
 AA2404'10.60 MI (17.06 KM) NORTHEAST OF FORT DEPOSIT. TO REACH THE STATION
 AA2404'FROM EXIT 151 ON I-65 (MILE POST 14.90 ON ALA 97) , DRIVE NORTHWEST ON
 AA2404'ALA 97 FOR 0.20 MI (0.32 KM) TO MILE POST 15.05 AND THE STATION ON THE
 AA2404'LEFT. THE STATION IS 2.8 FT (0.9 M) NORTHEAST OF A FIVE STRAND BARBED
 AA2404'WIRE FENCE ON OLD WOOD POSTS, 30.0 FT (9.1 M) SOUTHWEST OF THE
 AA2404'CENTERLINE OF ALA 97, 54.7 FT (16.7 M) WEST-NORTHWEST OF AN I-65 NORTH
 AA2404'AND SOUTH DIRECTIONAL SIGN, 71.1 FT (21.7 M) NORTHWEST OF TELEPHONE
 AA2404'CABLE PEDESTAL NO. P 295 E 68 AND A TELEPHONE SERVICE POLE, 88.5 FT
 AA2404'(27.0 M) NORTHWEST OF A FENCE CORNER, 111.7 FT (34.0 M)
 AA2404'SOUTH-SOUTHEAST OF THE SOUTHWEST LEG OF A HAYNEVILLE 9 AND LOWNDESBORO
 AA2404'15 SIGN ACROSS THE ROAD, 2.8 FT (0.9 M) NORTHEAST OF A CARSONITE
 AA2404'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-38 1992 MAY BE
 AA2404'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2405 ***********************************************************************
 AA2405  DESIGNATION -  43 38
 AA2405  PID         -  AA2405
 AA2405  STATE/COUNTY-  AL/LOWNDES
 AA2405  USGS QUAD   -  SANDY RIDGE (1985)
 AA2405
 AA2405                         *CURRENT SURVEY CONTROL
 AA2405  ___________________________________________________________________
 AA2405* NAD 83(1992)-  32 06 30.06276(N)    086 27 36.91692(W)     ADJUSTED  
 AA2405* NAVD 88     -        91.0    (meters)     299.     (feet)  VERTCON   
 AA2405  ___________________________________________________________________
 AA2405  X           -     333,878.554 (meters)                     COMP
 AA2405  Y           -  -5,397,418.742 (meters)                     COMP
 AA2405  Z           -   3,370,648.297 (meters)                     COMP
 AA2405  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AA2405  ELLIP HEIGHT-          63.56  (meters)          (07/29/02) GPS OBS
 AA2405  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AA2405
 AA2405  HORZ ORDER  -  FIRST
 AA2405  ELLP ORDER  -  FOURTH    CLASS I
 AA2405
 AA2405.The horizontal coordinates were established by GPS observations
 AA2405.and adjusted by the National Geodetic Survey in November 1994..
 AA2405
 AA2405.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2405.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2405
 AA2405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2405
 AA2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2405
 AA2405.The ellipsoidal height was determined by GPS observations
 AA2405.and is referenced to NAD 83.
 AA2405
 AA2405.The geoid height was determined by GEOID03.
 AA2405
 AA2405;                    North         East     Units Scale Factor Converg.
 AA2405;SPC AL W     -   234,211.510   698,128.905   MT  1.00005204   +0 33 09.7
 AA2405;UTM  16      - 3,552,573.150   550,922.114   MT  0.99963198   +0 17 12.8
 AA2405
 AA2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2405!SPC AL W     -   0.99999002  x   1.00005204  =   1.00004206
 AA2405!UTM  16      -   0.99999002  x   0.99963198  =   0.99962200
 AA2405
 AA2405:                Primary Azimuth Mark                     Grid Az
 AA2405:SPC AL W     -  43 37                                    319 51 02.1
 AA2405:UTM  16      -  43 37                                    320 06 59.0
 AA2405
 AA2405|---------------------------------------------------------------------|
 AA2405| PID    Reference Object                     Distance      Geod. Az  |
 AA2405|                                                           dddmmss.s |
 AA2405| AA2404 43 37                               APPROX. 0.5 KM 3202411.8 |
 AA2405|---------------------------------------------------------------------|
 AA2405
 AA2405                          SUPERSEDED SURVEY CONTROL
 AA2405
 AA2405  ELLIP H (11/30/94)   63.63   (m)                       GP(       ) 4 1
 AA2405  NGVD 29 (11/30/94)   91.0    (m)          299.     (f) GPS OBS        
 AA2405
 AA2405.Superseded values are not recommended for survey control.
 AA2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2405.See file dsdata.txt to determine how the superseded data were derived.
 AA2405
 AA2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5092252573(NAD 83)
 AA2405_MARKER: DD = SURVEY DISK
 AA2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2405_SP_SET: CONCRETE POST
 AA2405_STAMPING: 43-38 1992
 AA2405_MARK LOGO: ALHD  
 AA2405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2405+STABILITY: SURFACE MOTION
 AA2405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2405+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2405
 AA2405  HISTORY     - Date     Condition        Report By
 AA2405  HISTORY     - 1992     MONUMENTED       ALHD
 AA2405
 AA2405                          STATION DESCRIPTION
 AA2405
 AA2405'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2405'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2405'OF ALA 97, ABOUT 8.80 MI (14.16 KM) SOUTHEAST OF HAYNEVILLE AND ABOUT
 AA2405'10.50 MI (16.90 KM) NORTHEAST OF FORT DEPOSIT. TO REACH THE STATION
 AA2405'FROM EXIT 151 ON I-65 (MILE POST 14.90 ON ALA 97) , DRIVE SOUTHEAST ON
 AA2405'ALA 97 FOR 0.15 MI (0.24 KM) TO MILE POST 14.75 AND THE STATION ON THE
 AA2405'RIGHT. THE STATION IS 2.8 FT (0.9 M) NORTH OF A FIVE STRAND BARBED
 AA2405'WIRE FENCE ON WHITE WOOD POSTS, 5.7 FT (1.7 M) NORTHWEST OF A FOUR BY
 AA2405'FOUR INCH WOOD FENCE CORNER POST, 43.0 FT (13.1 M) WEST-NORTHWEST OF
 AA2405'AN AMBER THREE REFLECTOR SIGN, 44.5 FT (13.6 M) SOUTHWEST OF THE
 AA2405'CENTERLINE OF ALA 97, 44.5 FT (13.6 M) WEST-NORTHWEST OF THE SOUTHWEST
 AA2405'END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER ALA 97, 70.7 FT (21.5 M)
 AA2405'EAST OF THE JUNCTION OF THE LIMITED ACCESS FENCE AND A FIVE FOOT CHAIN
 AA2405'LINK FENCE, 98.4 FT (30.0 M) NORTHEAST OF THE NORTHEAST END OF THE
 AA2405'NORTHWEST BRICK WALL OF A CAR WASH, 99.8 FT (30.4 M) NORTHEAST OF THE
 AA2405'NORTHEAST CORNER OF A BRICK FRONT METAL BUILDING, 3.0 FT (0.9 M) NORTH
 AA2405'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2405'43-37 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2406 ***********************************************************************
 AA2406  DESIGNATION -  43 39
 AA2406  PID         -  AA2406
 AA2406  STATE/COUNTY-  AL/LOWNDES
 AA2406  USGS QUAD   -  LETOHATCHEE (1985)
 AA2406
 AA2406                         *CURRENT SURVEY CONTROL
 AA2406  ___________________________________________________________________
 AA2406* NAD 83(1992)-  32 11 35.94778(N)    086 25 59.82809(W)     ADJUSTED  
 AA2406* NAVD 88     -        78.8    (meters)     259.     (feet)  VERTCON   
 AA2406  ___________________________________________________________________
 AA2406  X           -     336,106.509 (meters)                     COMP
 AA2406  Y           -  -5,392,246.294 (meters)                     COMP
 AA2406  Z           -   3,378,619.002 (meters)                     COMP
 AA2406  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA2406  ELLIP HEIGHT-          51.24  (meters)          (07/29/02) GPS OBS
 AA2406  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AA2406
 AA2406  HORZ ORDER  -  FIRST
 AA2406  ELLP ORDER  -  FOURTH    CLASS I
 AA2406
 AA2406.The horizontal coordinates were established by GPS observations
 AA2406.and adjusted by the National Geodetic Survey in November 1994..
 AA2406
 AA2406.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2406.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2406
 AA2406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2406
 AA2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2406
 AA2406.The ellipsoidal height was determined by GPS observations
 AA2406.and is referenced to NAD 83.
 AA2406
 AA2406.The geoid height was determined by GEOID03.
 AA2406
 AA2406;                    North         East     Units Scale Factor Converg.
 AA2406;SPC AL W     -   243,658.531   700,580.959   MT  1.00005805   +0 34 06.1
 AA2406;UTM  16      - 3,562,004.703   553,416.967   MT  0.99963519   +0 18 07.0
 AA2406
 AA2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2406!SPC AL W     -   0.99999195  x   1.00005805  =   1.00005000
 AA2406!UTM  16      -   0.99999195  x   0.99963519  =   0.99962715
 AA2406
 AA2406                          SUPERSEDED SURVEY CONTROL
 AA2406
 AA2406  ELLIP H (11/30/94)   51.31   (m)                       GP(       ) 4 1
 AA2406  NGVD 29 (11/30/94)   78.8    (m)          259.     (f) GPS OBS        
 AA2406
 AA2406.Superseded values are not recommended for survey control.
 AA2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2406.See file dsdata.txt to determine how the superseded data were derived.
 AA2406
 AA2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5341762005(NAD 83)
 AA2406_MARKER: DD = SURVEY DISK
 AA2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2406_SP_SET: CONCRETE POST
 AA2406_STAMPING: 43-39 1992
 AA2406_MARK LOGO: ALHD  
 AA2406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2406+STABILITY: SURFACE MOTION
 AA2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2406+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 AA2406
 AA2406  HISTORY     - Date     Condition        Report By
 AA2406  HISTORY     - 1992     MONUMENTED       ALHD
 AA2406  HISTORY     - 20030710 GOOD             JCLS
 AA2406
 AA2406                          STATION DESCRIPTION
 AA2406
 AA2406'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2406'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2406'OF LOWNDES COUNTY ROAD NO. 26, ABOUT 8.70 MI (14.00 KM) EAST-NORTHEAST
 AA2406'OF HAYNEVILLE AND ABOUT 11.85 MI (19.07 KM) EAST-SOUTHEAST OF
 AA2406'LOWNDESBORO. TO REACH THE STATION FROM EXIT 158 ON I-65, DRIVE WEST ON
 AA2406'COUNTY ROAD NO. 6 FOR 0.95 MI (1.53 KM) TO A T-INTERSECTION WITH
 AA2406'LOWNDES COUNTY ROAD NO. 26 LEFT AND RIGHT, TURN LEFT ON LOWNDES COUNTY
 AA2406'ROAD NO. 26 AND DRIVE SOUTHWEST FOR 0.25 MI (0.40 KM) TO THE STATION
 AA2406'ON THE LEFT. THE STATION IS LOCATED ON A BACK SLOPE BETWEEN LOWNDES
 AA2406'COUNTY ROAD NO. 26 AND A RAILROAD, 41.8 FT (12.7 M) SOUTHEAST OF THE
 AA2406'CENTERLINE OF LOWNDES COUNTY ROAD NO. 26, 46.5 FT (14.2 M) NORTHWEST
 AA2406'OF THE NORTHWEST RAIL OF THE RAILROAD, 55.0 FT (16.8 M)
 AA2406'NORTH-NORTHEAST OF RAILROAD TELEGRAPH POLE NO. 10, 79.6 FT (24.3 M)
 AA2406'NORTH-NORTHEAST OF CONCRETE BURIED CABLE MARKER POST NO. AL - 005531,
 AA2406'2.5 FT (0.8 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2406'WITH THE GROUND. STATION 43-40 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2406'STATION.
 AA2406
 AA2406                          STATION RECOVERY (2003)
 AA2406
 AA2406'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA2406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3192 ***********************************************************************
 CN3192  DESIGNATION -  43 4
 CN3192  PID         -  CN3192
 CN3192  STATE/COUNTY-  AL/LOWNDES
 CN3192  USGS QUAD   -  HAYNEVILLE (1981)
 CN3192
 CN3192                         *CURRENT SURVEY CONTROL
 CN3192  ___________________________________________________________________
 CN3192* NAD 83(1992)-  32 09 29.47471(N)    086 32 56.10919(W)     ADJUSTED  
 CN3192* NAVD 88     -        73.5    (meters)     241.     (feet)  GPS OBS   
 CN3192  ___________________________________________________________________
 CN3192  X           -     325,347.879 (meters)                     COMP
 CN3192  Y           -  -5,394,979.988 (meters)                     COMP
 CN3192  Z           -   3,375,318.768 (meters)                     COMP
 CN3192  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 CN3192  ELLIP HEIGHT-          45.98  (meters)          (08/29/05) GPS OBS
 CN3192  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CN3192
 CN3192  HORZ ORDER  -  A
 CN3192  ELLP ORDER  -  FOURTH    CLASS I
 CN3192
 CN3192.The horizontal coordinates were established by GPS observations
 CN3192.and adjusted by the National Geodetic Survey in August 2005..
 CN3192
 CN3192.The orthometric height was determined by GPS observations and a
 CN3192.high-resolution geoid model.
 CN3192
 CN3192.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3192
 CN3192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3192
 CN3192.The ellipsoidal height was determined by GPS observations
 CN3192.and is referenced to NAD 83.
 CN3192
 CN3192.The geoid height was determined by GEOID03.
 CN3192
 CN3192;                    North         East     Units Scale Factor Converg.
 CN3192;SPC AL W     -   239,660.536   689,711.791   MT  1.00003255   +0 30 22.5
 CN3192;SPC AL E     -   184,068.826   132,500.324   MT  1.00001617   -0 22 51.2
 CN3192;UTM  16      - 3,558,058.912   542,533.869   MT  0.99962231   +0 14 24.3
 CN3192
 CN3192!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3192!SPC AL W     -   0.99999278  x   1.00003255  =   1.00002533
 CN3192!SPC AL E     -   0.99999278  x   1.00001617  =   1.00000895
 CN3192!UTM  16      -   0.99999278  x   0.99962231  =   0.99961509
 CN3192
 CN3192|---------------------------------------------------------------------|
 CN3192| PID    Reference Object                     Distance      Geod. Az  |
 CN3192|                                                           dddmmss.s |
 CN3192| CN3191 43 3                                371.753 METERS 12005     |
 CN3192|---------------------------------------------------------------------|
 CN3192
 CN3192                          SUPERSEDED SURVEY CONTROL
 CN3192
 CN3192  ELLIP H (07/29/02)   45.94   (m)                       GP(       ) 4 1
 CN3192  NAD 83(1992)-  32 09 29.47402(N)    086 32 56.10896(W) AD(       ) 1
 CN3192  ELLIP H (12/04/92)   46.02   (m)                       GP(       ) 4 1
 CN3192  NAD 83(1986)-  32 09 29.48372(N)    086 32 56.11187(W) AD(       ) 1
 CN3192  NGVD 29 (12/04/92)   73.4    (m)          241.     (f) GPS OBS        
 CN3192
 CN3192.Superseded values are not recommended for survey control.
 CN3192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3192.See file dsdata.txt to determine how the superseded data were derived.
 CN3192
 CN3192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4253458059(NAD 83)
 CN3192_MARKER: DD = SURVEY DISK
 CN3192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3192_SP_SET: CONCRETE POST
 CN3192_STAMPING: 43-4 1991
 CN3192_MARK LOGO: ALHD  
 CN3192_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3192+STABILITY: SURFACE MOTION
 CN3192_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3192+SATELLITE: SATELLITE OBSERVATIONS - June 27, 2005
 CN3192
 CN3192  HISTORY     - Date     Condition        Report By
 CN3192  HISTORY     - 1991     MONUMENTED       ALHD
 CN3192  HISTORY     - 19920415 GOOD
 CN3192  HISTORY     - 20040412 GOOD             ALHD
 CN3192  HISTORY     - 20040622 GOOD             ALDOT
 CN3192  HISTORY     - 20050627 GOOD             ALDOT
 CN3192
 CN3192                          STATION DESCRIPTION
 CN3192
 CN3192'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3192'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTH RIGHT OF WAY OF
 CN3192'ALA 97, ABOUT 2.55 MI (4.10 KM) SOUTHEAST OF HAYNEVILLE AND ABOUT
 CN3192'4.10 MI (6.60 KM) NORTHWEST OF LETOHATCHEE.
 CN3192'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST
 CN3192'23.85 ON ALA 97 AND MILE POST 122.00 ON ALA 21) IN HAYNEVILLE, DRIVE
 CN3192'SOUTHEAST ON ALA 97 FOR 2.65 MI (4.26 KM) TO MILE POST 21.20 AND THE
 CN3192'STATION ON THE LEFT.
 CN3192'THE STATION IS LOCATED ACROSS ALA 97 FROM FRIENDSHIP MISSIONARY
 CN3192'BAPTIST CHURCH, 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE
 CN3192'FENCE ON OLD WOOD POSTS, 61 .7 FT (21.3 CM) NORTH OF THE CENTERLINE
 CN3192'OF ALA 97, 74.0 FT (22.6 M) EAST-SOUTHEAST OF THE EAST GATE POST OF A
 CN3192'CATTLE GAP GATE, 112.6 FT (34.3 M) NORTH-NORTHEAST OF TRANSFORMER
 CN3192'POWER POLE NO. 253 ACROSS ALA 97, 117.5 FT (35.8 M) EAST-SOUTHEAST OF
 CN3192'A JUNCTION POWER POLE, 2.7 FT (0.8 M) SOUTHWEST OF A CARSONITE
 CN3192'WITNESS POST, AND SET FLUSH WITH THE GROUND
 CN3192'STATION 43-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3192
 CN3192                          STATION RECOVERY (1992)
 CN3192
 CN3192'RECOVERED 1992
 CN3192'RECOVERED IN GOOD CONDITION.
 CN3192
 CN3192                          STATION RECOVERY (2004)
 CN3192
 CN3192'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CN3192'RECOVERED IN GOOD CONDITION.
 CN3192
 CN3192                          STATION RECOVERY (2004)
 CN3192
 CN3192'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (CG)
 CN3192'RECOVERED AS DESCRIBED.
 CN3192
 CN3192                          STATION RECOVERY (2005)
 CN3192
 CN3192'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3192'MARK IS 2.5 FEET SOUTHWEST OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2407 ***********************************************************************
 AA2407  DESIGNATION -  43 40
 AA2407  PID         -  AA2407
 AA2407  STATE/COUNTY-  AL/LOWNDES
 AA2407  USGS QUAD   -  LETOHATCHEE (1985)
 AA2407
 AA2407                         *CURRENT SURVEY CONTROL
 AA2407  ___________________________________________________________________
 AA2407* NAD 83(1992)-  32 12 00.94132(N)    086 25 57.40766(W)     ADJUSTED  
 AA2407* NAVD 88     -        77.9    (meters)     256.     (feet)  VERTCON   
 AA2407  ___________________________________________________________________
 AA2407  X           -     336,144.211 (meters)                     COMP
 AA2407  Y           -  -5,391,832.146 (meters)                     COMP
 AA2407  Z           -   3,379,269.995 (meters)                     COMP
 AA2407  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AA2407  ELLIP HEIGHT-          50.31  (meters)          (07/29/02) GPS OBS
 AA2407  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AA2407
 AA2407  HORZ ORDER  -  FIRST
 AA2407  ELLP ORDER  -  FOURTH    CLASS I
 AA2407
 AA2407.The horizontal coordinates were established by GPS observations
 AA2407.and adjusted by the National Geodetic Survey in November 1994..
 AA2407
 AA2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2407
 AA2407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2407
 AA2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2407
 AA2407.The ellipsoidal height was determined by GPS observations
 AA2407.and is referenced to NAD 83.
 AA2407
 AA2407.The geoid height was determined by GEOID03.
 AA2407
 AA2407;                    North         East     Units Scale Factor Converg.
 AA2407;SPC AL W     -   244,429.039   700,636.715   MT  1.00005819   +0 34 07.8
 AA2407;UTM  16      - 3,562,774.618   553,476.280   MT  0.99963527   +0 18 08.5
 AA2407
 AA2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2407!SPC AL W     -   0.99999210  x   1.00005819  =   1.00005029
 AA2407!UTM  16      -   0.99999210  x   0.99963527  =   0.99962737
 AA2407
 AA2407                          SUPERSEDED SURVEY CONTROL
 AA2407
 AA2407  ELLIP H (11/30/94)   50.38   (m)                       GP(       ) 4 1
 AA2407  NGVD 29 (11/30/94)   77.9    (m)          256.     (f) GPS OBS        
 AA2407
 AA2407.Superseded values are not recommended for survey control.
 AA2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2407.See file dsdata.txt to determine how the superseded data were derived.
 AA2407
 AA2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5347662775(NAD 83)
 AA2407_MARKER: DD = SURVEY DISK
 AA2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2407_SP_SET: CONCRETE POST
 AA2407_STAMPING: 43-40 1992
 AA2407_MARK LOGO: ALHD  
 AA2407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2407+STABILITY: SURFACE MOTION
 AA2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2407+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2407
 AA2407  HISTORY     - Date     Condition        Report By
 AA2407  HISTORY     - 1992     MONUMENTED       ALHD
 AA2407
 AA2407                          STATION DESCRIPTION
 AA2407
 AA2407'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2407'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE EAST RIGHT OF WAY OF
 AA2407'LOWNDES COUNTY ROAD NO. 26, ABOUT 8.80 MI (14.16 KM) EAST-NORTHEAST OF
 AA2407'HAYNEVILLE AND ABOUT 11.70 MI (18.83 KM) EAST-SOUTHEAST OF
 AA2407'LOWNDESBORO. TO REACH THE STATION FROM EXIT 158 ON I-65, DRIVE WEST ON
 AA2407'COUNTY ROAD NO. 6 FOR 0.95 MI (1.53 KM) TO A T-INTERSECTION WITH
 AA2407'LOWNDES COUNTY ROAD NO. 26 LEFT AND RIGHT, TURN RIGHT ON LOWNDES
 AA2407'COUNTY ROAD NO. 26 AND DRIVE NORTHEAST FOR 0.25 MI (0.40 KM) TO THE
 AA2407'STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M) WEST OF A FOUR
 AA2407'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 10.5 FT (3.2 M)
 AA2407'SOUTH-SOUTHWEST OF THE SOUTH POST OF A RED METAL GATE, 17.5 FT (5.3 M)
 AA2407'SOUTH OF THE CENTER OF A GRASS FIELD ROAD, 38.7 FT (11.8 M) EAST OF
 AA2407'THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 26, 79.7 FT (24.3 M)
 AA2407'EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. WR 81 ACROSS THE ROAD,
 AA2407'3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2407'THE GROUND. STATION 43-39 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2407'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2408 ***********************************************************************
 AA2408  DESIGNATION -  43 41
 AA2408  PID         -  AA2408
 AA2408  STATE/COUNTY-  AL/LOWNDES
 AA2408  USGS QUAD   -  GORDONSVILLE (1981)
 AA2408
 AA2408                         *CURRENT SURVEY CONTROL
 AA2408  ___________________________________________________________________
 AA2408* NAD 83(1992)-  32 13 45.83557(N)    086 44 08.73951(W)     ADJUSTED  
 AA2408* NAVD 88     -        65.8    (meters)     216.     (feet)  VERTCON   
 AA2408  ___________________________________________________________________
 AA2408  X           -     307,513.189 (meters)                     COMP
 AA2408  Y           -  -5,391,805.236 (meters)                     COMP
 AA2408  Z           -   3,381,997.180 (meters)                     COMP
 AA2408  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA2408  ELLIP HEIGHT-          38.15  (meters)          (07/29/02) GPS OBS
 AA2408  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AA2408
 AA2408  HORZ ORDER  -  FIRST
 AA2408  ELLP ORDER  -  FOURTH    CLASS I
 AA2408
 AA2408.The horizontal coordinates were established by GPS observations
 AA2408.and adjusted by the National Geodetic Survey in November 1994..
 AA2408
 AA2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2408
 AA2408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2408
 AA2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2408
 AA2408.The ellipsoidal height was determined by GPS observations
 AA2408.and is referenced to NAD 83.
 AA2408
 AA2408.The geoid height was determined by GEOID03.
 AA2408
 AA2408;                    North         East     Units Scale Factor Converg.
 AA2408;SPC AL W     -   247,416.524   672,031.095   MT  0.99999729   +0 24 27.3
 AA2408;UTM  16      - 3,565,893.894   524,896.485   MT  0.99960764   +0 08 27.3
 AA2408
 AA2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2408!SPC AL W     -   0.99999401  x   0.99999729  =   0.99999130
 AA2408!UTM  16      -   0.99999401  x   0.99960764  =   0.99960165
 AA2408
 AA2408:                Primary Azimuth Mark                     Grid Az
 AA2408:SPC AL W     -  43 42                                    051 10 27.5
 AA2408:UTM  16      -  43 42                                    051 26 27.5
 AA2408
 AA2408|---------------------------------------------------------------------|
 AA2408| PID    Reference Object                     Distance      Geod. Az  |
 AA2408|                                                           dddmmss.s |
 AA2408| AA2409 43 42                               464.830 METERS 0513454.8 |
 AA2408|---------------------------------------------------------------------|
 AA2408
 AA2408                          SUPERSEDED SURVEY CONTROL
 AA2408
 AA2408  ELLIP H (11/30/94)   38.22   (m)                       GP(       ) 4 1
 AA2408  NGVD 29 (11/30/94)   65.8    (m)          216.     (f) GPS OBS        
 AA2408
 AA2408.Superseded values are not recommended for survey control.
 AA2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2408.See file dsdata.txt to determine how the superseded data were derived.
 AA2408
 AA2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2489665894(NAD 83)
 AA2408_MARKER: DD = SURVEY DISK
 AA2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2408_SP_SET: CONCRETE POST
 AA2408_STAMPING: 43-41 1992
 AA2408_MARK LOGO: ALHD  
 AA2408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2408+STABILITY: SURFACE MOTION
 AA2408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2408+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2408
 AA2408  HISTORY     - Date     Condition        Report By
 AA2408  HISTORY     - 1992     MONUMENTED       ALHD
 AA2408
 AA2408                          STATION DESCRIPTION
 AA2408
 AA2408'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2408'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2408'OF MARY J. JACKSON ROAD, ABOUT 6.95 MI (11.18 KM) SOUTH-SOUTHWEST OF
 AA2408'WHITE HALL AND ABOUT 7.05 MI (11.35 KM) SOUTHEAST OF BENTON. TO REACH
 AA2408'THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 97 (MILE POST 115.65
 AA2408'ON U.S. 80 AND MILE POST 29.90 ON ALA 97) IN LOWNDESBORO, DRIVE WEST
 AA2408'ON U.S. 80 FOR 8.25 MI (13.28 KM) TO MILE POST 107.40 AND LOWNDES
 AA2408'COUNTY ROAD NO. 17 ON THE LEFT, TURN LEFT ON LOWNDES COUNTY ROAD NO.
 AA2408'17 AND DRIVE SOUTHWEST, SOUTH, AND SOUTHEAST FOR 4.10 MI (6.60 KM) TO
 AA2408'A PAVED COUNTY ROAD (MARY J. JACKSON RD) ON THE LEFT, TURN LEFT ON THE
 AA2408'PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 0.60 MI (0.97 KM) TO THE
 AA2408'STATION ON THE RIGHT. THE STATION IS 4.0 FT (1.2 M) NORTHWEST OF A
 AA2408'FOUR STRAND BARBED WIRE FENCE ON STEEL POSTS, 12.2 FT (3.7 M)
 AA2408'NORTHEAST OF A NINE-INCH WOOD CORNER POST NORTHEAST OF A GRAVEL
 AA2408'DRIVEWAY, 12.3 FT (3.7 M) NORTHEAST OF A SMALL TELEPHONE CABLE
 AA2408'PEDESTAL, 22.1 FT (6.7 M) SOUTHEAST OF THE CENTERLINE OF THE PAVED
 AA2408'COUNTY ROAD (MARY J. JACKSON RD), 35.0 FT (10.7 M) NORTHEAST OF THE
 AA2408'CENTER OF A GRAVEL DRIVEWAY, 41.2 FT (12.6 M) EAST-SOUTHEAST OF MAIL
 AA2408'BOX 1993 ACROSS THE ROAD, 52.4 FT (16.0 M) NORTHEAST OF TELEPHONE
 AA2408'CABLE PEDESTAL NO. 1A 5, 55.4 FT (16.9 M) NORTHEAST OF A FENCE CORNER
 AA2408'SOUTHWEST OF A GRAVEL DRIVEWAY, 4.0 FT (1.2 M) NORTHWEST OF A
 AA2408'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-42
 AA2408'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2409 ***********************************************************************
 AA2409  DESIGNATION -  43 42
 AA2409  PID         -  AA2409
 AA2409  STATE/COUNTY-  AL/LOWNDES
 AA2409  USGS QUAD   -  GORDONSVILLE (1981)
 AA2409
 AA2409                         *CURRENT SURVEY CONTROL
 AA2409  ___________________________________________________________________
 AA2409* NAD 83(1992)-  32 13 55.21247(N)    086 43 54.82934(W)     ADJUSTED  
 AA2409* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 AA2409  ___________________________________________________________________
 AA2409  X           -     307,867.975 (meters)                     COMP
 AA2409  Y           -  -5,391,629.879 (meters)                     COMP
 AA2409  Z           -   3,382,240.998 (meters)                     COMP
 AA2409  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA2409  ELLIP HEIGHT-          37.19  (meters)          (07/29/02) GPS OBS
 AA2409  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AA2409
 AA2409  HORZ ORDER  -  FIRST
 AA2409  ELLP ORDER  -  FOURTH    CLASS I
 AA2409
 AA2409.The horizontal coordinates were established by GPS observations
 AA2409.and adjusted by the National Geodetic Survey in November 1994..
 AA2409
 AA2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2409
 AA2409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2409
 AA2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2409
 AA2409.The ellipsoidal height was determined by GPS observations
 AA2409.and is referenced to NAD 83.
 AA2409
 AA2409.The geoid height was determined by GEOID03.
 AA2409
 AA2409;                    North         East     Units Scale Factor Converg.
 AA2409;SPC AL W     -   247,707.951   672,393.223   MT  0.99999794   +0 24 34.9
 AA2409;UTM  16      - 3,566,183.519   525,259.824   MT  0.99960787   +0 08 34.8
 AA2409
 AA2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2409!SPC AL W     -   0.99999416  x   0.99999794  =   0.99999210
 AA2409!UTM  16      -   0.99999416  x   0.99960787  =   0.99960203
 AA2409
 AA2409:                Primary Azimuth Mark                     Grid Az
 AA2409:SPC AL W     -  43 41                                    231 10 27.3
 AA2409:UTM  16      -  43 41                                    231 26 27.4
 AA2409
 AA2409|---------------------------------------------------------------------|
 AA2409| PID    Reference Object                     Distance      Geod. Az  |
 AA2409|                                                           dddmmss.s |
 AA2409| AA2408 43 41                               464.830 METERS 2313502.2 |
 AA2409|---------------------------------------------------------------------|
 AA2409
 AA2409                          SUPERSEDED SURVEY CONTROL
 AA2409
 AA2409  ELLIP H (11/30/94)   37.26   (m)                       GP(       ) 4 1
 AA2409  NGVD 29 (11/30/94)   64.8    (m)          213.     (f) GPS OBS        
 AA2409
 AA2409.Superseded values are not recommended for survey control.
 AA2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2409.See file dsdata.txt to determine how the superseded data were derived.
 AA2409
 AA2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2526066184(NAD 83)
 AA2409_MARKER: DD = SURVEY DISK
 AA2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2409_SP_SET: CONCRETE POST
 AA2409_STAMPING: 43-42 1992
 AA2409_MARK LOGO: ALHD  
 AA2409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2409+STABILITY: SURFACE MOTION
 AA2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2409+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2409
 AA2409  HISTORY     - Date     Condition        Report By
 AA2409  HISTORY     - 1992     MONUMENTED       ALHD
 AA2409
 AA2409                          STATION DESCRIPTION
 AA2409
 AA2409'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2409'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2409'OF MARY J. JACKSON ROAD, ABOUT 6.65 MI (10.70 KM) SOUTH-SOUTHWEST OF
 AA2409'WHITE HALL AND ABOUT 7.00 MI (11.27 KM) SOUTHEAST OF BENTON. TO REACH
 AA2409'THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 97 (MILE POST 115.65
 AA2409'ON U.S. 80 AND MILE POST 29.90 ON ALA 97) IN LOWNDESBORO, DRIVE WEST
 AA2409'ON U.S. 80 FOR 8.25 MI (13.28 KM) TO MILE POST 107.40 AND LOWNDES
 AA2409'COUNTY ROAD NO. 17 ON THE LEFT, TURN LEFT ON LOWNDES COUNTY ROAD NO.
 AA2409'17 AND DRIVE SOUTHWEST, SOUTH, AND SOUTHEAST FOR 4.10 MI (6.60 KM) TO
 AA2409'A PAVED COUNTY ROAD (MARY J. JACKSON RD) ON THE LEFT, TURN LEFT ON THE
 AA2409'PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 0.90 MI (1.45 KM) TO THE
 AA2409'STATION ON THE LEFT. THE STATION IS 3.4 FT (1.0 M) SOUTHEAST OF A FIVE
 AA2409'STRAND BARBED WIRE FENCE ON STEEL POSTS, 29.9 FT (9.1 M) NORTHWEST OF
 AA2409'THE CENTERLINE OF THE PAVED COUNTY ROAD (MARY J. JACKSON RD), 83.6 FT
 AA2409'(25.5 M) NORTH OF THE NORTHEAST CROSS TIE POST OF A DOUBLE PIPE GATE
 AA2409'ACROSS THE ROAD, 99.7 FT (30.4 M) NORTH-NORTHEAST OF THE SOUTHWEST
 AA2409'TWELVE-INCH WOOD POST OF A DOUBLE PIPE GATE ACROSS THE ROAD, 154.5 FT
 AA2409'(47.1 M) NORTH-NORTHEAST OF A JUNCTION POWER POLE ACROSS THE ROAD, 3.2
 AA2409'FT (1.0 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2409'THE GROUND. STATION 43-41 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2409'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2410 ***********************************************************************
 AA2410  DESIGNATION -  43 43
 AA2410  PID         -  AA2410
 AA2410  STATE/COUNTY-  AL/LOWNDES
 AA2410  USGS QUAD   -  BENTON (1982)
 AA2410
 AA2410                         *CURRENT SURVEY CONTROL
 AA2410  ___________________________________________________________________
 AA2410* NAD 83(1992)-  32 17 48.75201(N)    086 48 44.87791(W)     ADJUSTED  
 AA2410* NAVD 88     -        41.4    (meters)     136.     (feet)  VERTCON   
 AA2410  ___________________________________________________________________
 AA2410  X           -     300,071.346 (meters)                     COMP
 AA2410  Y           -  -5,388,203.252 (meters)                     COMP
 AA2410  Z           -   3,388,311.425 (meters)                     COMP
 AA2410  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 AA2410  ELLIP HEIGHT-          13.60  (meters)          (07/29/02) GPS OBS
 AA2410  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AA2410
 AA2410  HORZ ORDER  -  FIRST
 AA2410  ELLP ORDER  -  FOURTH    CLASS I
 AA2410
 AA2410.The horizontal coordinates were established by GPS observations
 AA2410.and adjusted by the National Geodetic Survey in November 1994..
 AA2410
 AA2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2410
 AA2410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2410
 AA2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2410
 AA2410.The ellipsoidal height was determined by GPS observations
 AA2410.and is referenced to NAD 83.
 AA2410
 AA2410.The geoid height was determined by GEOID03.
 AA2410
 AA2410;                    North         East     Units Scale Factor Converg.
 AA2410;SPC AL W     -   254,850.005   664,753.391   MT  0.99998502   +0 22 02.5
 AA2410;UTM  16      - 3,573,358.320   517,656.281   MT  0.99960384   +0 06 00.7
 AA2410
 AA2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2410!SPC AL W     -   0.99999786  x   0.99998502  =   0.99998288
 AA2410!UTM  16      -   0.99999786  x   0.99960384  =   0.99960171
 AA2410
 AA2410                          SUPERSEDED SURVEY CONTROL
 AA2410
 AA2410  ELLIP H (11/30/94)   13.67   (m)                       GP(       ) 4 1
 AA2410  NGVD 29 (11/30/94)   41.4    (m)          136.     (f) GPS OBS        
 AA2410
 AA2410.Superseded values are not recommended for survey control.
 AA2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2410.See file dsdata.txt to determine how the superseded data were derived.
 AA2410
 AA2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1765673358(NAD 83)
 AA2410_MARKER: DD = SURVEY DISK
 AA2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2410_SP_SET: CONCRETE POST
 AA2410_STAMPING: 43-43 1992
 AA2410_MARK LOGO: ALHD  
 AA2410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2410+STABILITY: SURFACE MOTION
 AA2410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2410+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2410
 AA2410  HISTORY     - Date     Condition        Report By
 AA2410  HISTORY     - 1992     MONUMENTED       ALHD
 AA2410
 AA2410                          STATION DESCRIPTION
 AA2410
 AA2410'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2410'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2410'OF U.S. 80, ABOUT 0.60 MI (0.97 KM) SOUTH-SOUTHEAST OF BENTON AND
 AA2410'ABOUT 6.30 MI (10.14 KM) WEST-SOUTHWEST OF WHITE HALL. TO REACH THE
 AA2410'STATION FROM THE JUCTION OF U.S. 80 AND ALA 97 (MILE POST 115.65 ON
 AA2410'U.S. 80 AND MILE POST 29.90 ON ALA 97) IN LOWNDESBORO, DRIVE WEST ON
 AA2410'U.S. 80 FOR 12.55 MI (20.20 KM) TO MILE POST 103.10 AND THE STATION ON
 AA2410'THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FIVE STRAND
 AA2410'BARBED WIRE FENCE ON STEEL POSTS, 60.7 FT (18.5 M) EAST-SOUTHEAST OF A
 AA2410'CONCRETE FILLED FOUR-INCH STEEL PIPE POST IN THE FENCE LINE, 98.3 FT
 AA2410'(30.0 M) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S.
 AA2410'80, 101.5 FT (30.9 M) NORTHWEST OF POWER POLE NO. 7072, 102.0 FT (31.1
 AA2410'M) EAST-SOUTHEAST OF POWER POLE NO. 7071, 171.9 FT (52.4 M)
 AA2410'WEST-NORTHWEST OF AN AMBER THREE REFLECTOR SIGN AT THE SOUTHWEST END
 AA2410'OF A ROADWAY PIPE, 172.3 FT (52.5 M) WEST-NORTHWEST OF THE NORTHWEST
 AA2410'END OF THE SOUTHWEST HEADWALL OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER
 AA2410'U.S. 80, 2.7 FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2410'FLUSH WITH THE GROUND. STATION 43-44 1992 MAY BE USED AS AN AZIMUTH
 AA2410'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2411 ***********************************************************************
 AA2411  DESIGNATION -  43 44
 AA2411  PID         -  AA2411
 AA2411  STATE/COUNTY-  AL/LOWNDES
 AA2411  USGS QUAD   -  BENTON (1982)
 AA2411
 AA2411                         *CURRENT SURVEY CONTROL
 AA2411  ___________________________________________________________________
 AA2411* NAD 83(1992)-  32 17 36.87754(N)    086 48 26.33901(W)     ADJUSTED  
 AA2411* NAVD 88     -        42.7    (meters)     140.     (feet)  VERTCON   
 AA2411  ___________________________________________________________________
 AA2411  X           -     300,566.576 (meters)                     COMP
 AA2411  Y           -  -5,388,372.455 (meters)                     COMP
 AA2411  Z           -   3,388,002.912 (meters)                     COMP
 AA2411  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AA2411  ELLIP HEIGHT-          14.87  (meters)          (07/29/02) GPS OBS
 AA2411  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AA2411
 AA2411  HORZ ORDER  -  FIRST
 AA2411  ELLP ORDER  -  FOURTH    CLASS I
 AA2411
 AA2411.The horizontal coordinates were established by GPS observations
 AA2411.and adjusted by the National Geodetic Survey in November 1994..
 AA2411
 AA2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2411
 AA2411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2411
 AA2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2411
 AA2411.The ellipsoidal height was determined by GPS observations
 AA2411.and is referenced to NAD 83.
 AA2411
 AA2411.The geoid height was determined by GEOID03.
 AA2411
 AA2411;                    North         East     Units Scale Factor Converg.
 AA2411;SPC AL W     -   254,487.366   665,240.773   MT  0.99998580   +0 22 12.3
 AA2411;UTM  16      - 3,572,993.552   518,141.782   MT  0.99960406   +0 06 10.6
 AA2411
 AA2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2411!SPC AL W     -   0.99999767  x   0.99998580  =   0.99998347
 AA2411!UTM  16      -   0.99999767  x   0.99960406  =   0.99960173
 AA2411
 AA2411                          SUPERSEDED SURVEY CONTROL
 AA2411
 AA2411  ELLIP H (11/30/94)   14.94   (m)                       GP(       ) 4 1
 AA2411  NGVD 29 (11/30/94)   42.7    (m)          140.     (f) GPS OBS        
 AA2411
 AA2411.Superseded values are not recommended for survey control.
 AA2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2411.See file dsdata.txt to determine how the superseded data were derived.
 AA2411
 AA2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1814272994(NAD 83)
 AA2411_MARKER: DD = SURVEY DISK
 AA2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2411_SP_SET: CONCRETE POST
 AA2411_STAMPING: 43-44 1992
 AA2411_MARK LOGO: ALHD  
 AA2411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2411+STABILITY: SURFACE MOTION
 AA2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2411+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2411
 AA2411  HISTORY     - Date     Condition        Report By
 AA2411  HISTORY     - 1992     MONUMENTED       ALHD
 AA2411
 AA2411                          STATION DESCRIPTION
 AA2411
 AA2411'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2411'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2411'OF U.S. 80, ABOUT 0.95 MI (1.53 KM) SOUTH-SOUTHEAST OF BENTON AND
 AA2411'ABOUT 6.00 MI (9.66 KM) WEST-SOUTHWEST OF WHITE HALL. TO REACH THE
 AA2411'STATION FROM THE JUCTION OF U.S. 80 AND ALA 97 (MILE POST 115.65 ON
 AA2411'U.S. 80 AND MILE POST 29.90 ON ALA 97) IN LOWNDESBORO, DRIVE WEST ON
 AA2411'U.S. 80 FOR 12.15 MI (19.55 KM) TO MILE POST 103.50 AND THE STATION ON
 AA2411'THE RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A FIVE STRAND
 AA2411'BARBED WIRE FENCE ON STEEL POSTS, 73.2 FT (22.3 M) NORTHEAST OF THE
 AA2411'CENTERLINE OF THE WEST BOUND LANES OF U.S. 80, 106.4 FT (32.4 M)
 AA2411'NORTHWEST OF THE NORTHWEST CONCRETE FILLED FOUR-INCH STEEL PIPE POST
 AA2411'OF A RED PIPE GATE, 115.2 FT (35.1 M) SOUTHEAST OF A CONCRETE WATER
 AA2411'VALVE MARKER, 127.2 FT (38.8 M) SOUTHEAST OF A SHORT POST WITH TWO
 AA2411'SMALL BOXES NO. S18SE WE SLC 96 R 13 1, 129.4 FT (39.4 M) SOUTHEAST OF
 AA2411'TELEPHONE CABLE PEDESTAL NO. P 286 1/2, 2.9 FT (0.9 M) SOUTHWEST OF A
 AA2411'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-43
 AA2411'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2412 ***********************************************************************
 AA2412  DESIGNATION -  43 45
 AA2412  PID         -  AA2412
 AA2412  STATE/COUNTY-  AL/LOWNDES
 AA2412  USGS QUAD   -  WHITE HALL (1982)
 AA2412
 AA2412                         *CURRENT SURVEY CONTROL
 AA2412  ___________________________________________________________________
 AA2412* NAD 83(1992)-  32 19 42.89830(N)    086 42 47.13268(W)     ADJUSTED  
 AA2412* NAVD 88     -        55.0    (meters)     180.     (feet)  VERTCON   
 AA2412  ___________________________________________________________________
 AA2412  X           -     309,309.069 (meters)                     COMP
 AA2412  Y           -  -5,385,809.687 (meters)                     COMP
 AA2412  Z           -   3,391,290.255 (meters)                     COMP
 AA2412  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AA2412  ELLIP HEIGHT-          27.10  (meters)          (07/29/02) GPS OBS
 AA2412  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA2412
 AA2412  HORZ ORDER  -  FIRST
 AA2412  ELLP ORDER  -  FOURTH    CLASS I
 AA2412
 AA2412.The horizontal coordinates were established by GPS observations
 AA2412.and adjusted by the National Geodetic Survey in November 1994..
 AA2412
 AA2412.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2412.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2412
 AA2412.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2412
 AA2412.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2412
 AA2412.The ellipsoidal height was determined by GPS observations
 AA2412.and is referenced to NAD 83.
 AA2412
 AA2412.The geoid height was determined by GEOID03.
 AA2412
 AA2412;                    North         East     Units Scale Factor Converg.
 AA2412;SPC AL W     -   258,430.359   674,087.037   MT  1.00000100   +0 25 15.0
 AA2412;UTM  16      - 3,576,893.726   527,002.913   MT  0.99960899   +0 09 12.4
 AA2412
 AA2412!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2412!SPC AL W     -   0.99999574  x   1.00000100  =   0.99999674
 AA2412!UTM  16      -   0.99999574  x   0.99960899  =   0.99960474
 AA2412
 AA2412                          SUPERSEDED SURVEY CONTROL
 AA2412
 AA2412  ELLIP H (11/30/94)   27.17   (m)                       GP(       ) 4 1
 AA2412  NGVD 29 (11/30/94)   55.0    (m)          180.     (f) GPS OBS        
 AA2412
 AA2412.Superseded values are not recommended for survey control.
 AA2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2412.See file dsdata.txt to determine how the superseded data were derived.
 AA2412
 AA2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2700376894(NAD 83)
 AA2412_MARKER: DD = SURVEY DISK
 AA2412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2412_SP_SET: CONCRETE POST
 AA2412_STAMPING: 43-45 1992
 AA2412_MARK LOGO: ALHD  
 AA2412_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2412+STABILITY: SURFACE MOTION
 AA2412_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2412+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2412
 AA2412  HISTORY     - Date     Condition        Report By
 AA2412  HISTORY     - 1992     MONUMENTED       ALHD
 AA2412
 AA2412                          STATION DESCRIPTION
 AA2412
 AA2412'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2412'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2412'LOWNDES COUNTY ROAD NO. 40 IN WHITE HALL. TO REACH THE STATION FROM
 AA2412'THE JUNCTION OF U.S. 80 AND ALA 97 (MILE POST 115.65 ON U.S 80 AND
 AA2412'MILE POST 29.90 ON ALA 97) IN LOWNDESBORO, DRIVE WEST ON U.S. 80 FOR
 AA2412'6.90 MI (11.10 KM) TO MILE POST 108.75 AND LOWNDES COUNTY ROAD NO. 23
 AA2412'ON THE RIGHT, TURN RIGHT ON LOWNDES COUNTY ROAD NO. 23 AND DRIVE NORTH
 AA2412'FOR 4.40 MI (7.08 KM) TO A T-INTERSECTION AT THE WHITE HALL CITY HALL
 AA2412'WITH LOWNDES COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN LEFT ON LOWNDES
 AA2412'COUNTY ROAD NO. 40 AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO THE STATION
 AA2412'ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A THREE
 AA2412'STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 46.0 FT (14.0 M)
 AA2412'NORTH-NORTHWEST OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 40, 108.1
 AA2412'FT (32.9 M) NORTH OF POWER POLE NO. 18 42 ACROSS THE ROAD, 247.8 FT
 AA2412'(75.5 M) NORTHWEST OF THE NORTHWEST CORNER OF THE BRICK WHITE HALL
 AA2412'CITY HALL BUILDING ACROSS THE ROAD, 3.0 FT (0.9 M) SOUTH OF A
 AA2412'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-46
 AA2412'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2413 ***********************************************************************
 AA2413  DESIGNATION -  43 46
 AA2413  PID         -  AA2413
 AA2413  STATE/COUNTY-  AL/LOWNDES
 AA2413  USGS QUAD   -  WHITE HALL (1982)
 AA2413
 AA2413                         *CURRENT SURVEY CONTROL
 AA2413  ___________________________________________________________________
 AA2413* NAD 83(1992)-  32 19 38.59448(N)    086 42 12.14859(W)     ADJUSTED  
 AA2413* NAVD 88     -        55.8    (meters)     183.     (feet)  VERTCON   
 AA2413  ___________________________________________________________________
 AA2413  X           -     310,226.653 (meters)                     COMP
 AA2413  Y           -  -5,385,828.568 (meters)                     COMP
 AA2413  Z           -   3,391,178.637 (meters)                     COMP
 AA2413  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AA2413  ELLIP HEIGHT-          27.86  (meters)          (07/29/02) GPS OBS
 AA2413  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA2413
 AA2413  HORZ ORDER  -  FIRST
 AA2413  ELLP ORDER  -  FOURTH    CLASS I
 AA2413
 AA2413.The horizontal coordinates were established by GPS observations
 AA2413.and adjusted by the National Geodetic Survey in November 1994..
 AA2413
 AA2413.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2413.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2413
 AA2413.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2413
 AA2413.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2413
 AA2413.The ellipsoidal height was determined by GPS observations
 AA2413.and is referenced to NAD 83.
 AA2413
 AA2413.The geoid height was determined by GEOID03.
 AA2413
 AA2413;                    North         East     Units Scale Factor Converg.
 AA2413;SPC AL W     -   258,304.551   675,002.975   MT  1.00000268   +0 25 33.7
 AA2413;UTM  16      - 3,576,763.696   527,917.895   MT  0.99960961   +0 09 31.0
 AA2413
 AA2413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2413!SPC AL W     -   0.99999563  x   1.00000268  =   0.99999831
 AA2413!UTM  16      -   0.99999563  x   0.99960961  =   0.99960524
 AA2413
 AA2413                          SUPERSEDED SURVEY CONTROL
 AA2413
 AA2413  ELLIP H (11/30/94)   27.93   (m)                       GP(       ) 4 1
 AA2413  NGVD 29 (11/30/94)   55.7    (m)          183.     (f) GPS OBS        
 AA2413
 AA2413.Superseded values are not recommended for survey control.
 AA2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2413.See file dsdata.txt to determine how the superseded data were derived.
 AA2413
 AA2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2791876764(NAD 83)
 AA2413_MARKER: DD = SURVEY DISK
 AA2413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2413_SP_SET: CONCRETE POST
 AA2413_STAMPING: 43-46 1992
 AA2413_MARK LOGO: ALHD  
 AA2413_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2413+STABILITY: SURFACE MOTION
 AA2413_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2413+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2413
 AA2413  HISTORY     - Date     Condition        Report By
 AA2413  HISTORY     - 1992     MONUMENTED       ALHD
 AA2413
 AA2413                          STATION DESCRIPTION
 AA2413
 AA2413'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2413'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2413'LOWNDES COUNTY ROAD NO. 40 IN WHITE HALL. TO REACH THE STATION FROM
 AA2413'THE JUNCTION OF U.S. 80 AND ALA 97 (MILE POST 115.65 ON U.S 80 AND
 AA2413'MILE POST 29.90 ON ALA 97) IN LOWNDESBORO, DRIVE WEST ON U.S. 80 FOR
 AA2413'6.90 MI (11.10 KM) TO MILE POST 108.75 AND LOWNDES COUNTY ROAD NO. 23
 AA2413'ON THE RIGHT, TURN RIGHT ON LOWNDES COUNTY ROAD NO. 23 AND DRIVE NORTH
 AA2413'FOR 4.40 MI (7.08 KM) TO A T-INTERSECTION AT THE WHITE HALL CITY HALL
 AA2413'WITH LOWNDES COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN RIGHT ON LOWNDES
 AA2413'COUNTY ROAD NO. 40 AND DRIVE EAST FOR 0.50 MI (0.80 KM) TO THE STATION
 AA2413'ON THE LEFT. THE STATION IS 4.5 FT (1.4 M) SOUTH OF A FIVE STRAND
 AA2413'BARBED WIRE FENCE ON OLD WOOD POSTS, 40.6 FT (12.4 M) NORTH OF THE
 AA2413'CENTERLINE OF LOWNDES COUNTY ROAD NO. 40, 76.0 FT (23.2 M) NORTHWEST
 AA2413'OF THE CENTER OF THE INTERSECTION OF LOWNDES COUNTY ROAD NO. 40 AND A
 AA2413'PAVED STREET LEADING SOUTH ACROSS THE RAILROAD, 82.3 FT (25.1 M) WEST
 AA2413'OF BURIED CABLE WARNING SIGN NO. 15, 83.5 FT (25.5 M) WEST OF
 AA2413'TELEPHONE CABLE PEDESTAL NO. P 15, 114.2 FT (34.8 M) SOUTH-SOUTHWEST
 AA2413'OF A POWER POLE IN THE PASTURE, 4.0 FT (1.2 M) SOUTH OF A CARSONITE
 AA2413'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-45 1992 MAY BE
 AA2413'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2414 ***********************************************************************
 AA2414  DESIGNATION -  43 47
 AA2414  PID         -  AA2414
 AA2414  STATE/COUNTY-  AL/LOWNDES
 AA2414  USGS QUAD   -  LOWNDESBORO (1981)
 AA2414
 AA2414                         *CURRENT SURVEY CONTROL
 AA2414  ___________________________________________________________________
 AA2414* NAD 83(1992)-  32 19 45.07468(N)    086 37 24.63021(W)     ADJUSTED  
 AA2414* NAVD 88     -        67.8    (meters)     222.     (feet)  VERTCON   
 AA2414  ___________________________________________________________________
 AA2414  X           -     317,728.120 (meters)                     COMP
 AA2414  Y           -  -5,385,294.479 (meters)                     COMP
 AA2414  Z           -   3,391,353.738 (meters)                     COMP
 AA2414  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 AA2414  ELLIP HEIGHT-          39.88  (meters)          (07/29/02) GPS OBS
 AA2414  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA2414
 AA2414  HORZ ORDER  -  FIRST
 AA2414  ELLP ORDER  -  FOURTH    CLASS I
 AA2414
 AA2414.The horizontal coordinates were established by GPS observations
 AA2414.and adjusted by the National Geodetic Survey in November 1994..
 AA2414
 AA2414.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2414.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2414
 AA2414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2414
 AA2414.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2414
 AA2414.The ellipsoidal height was determined by GPS observations
 AA2414.and is referenced to NAD 83.
 AA2414
 AA2414.The geoid height was determined by GEOID03.
 AA2414
 AA2414;                    North         East     Units Scale Factor Converg.
 AA2414;SPC AL W     -   258,562.877   682,521.057   MT  1.00001728   +0 28 07.5
 AA2414;UTM  16      - 3,576,986.843   535,434.113   MT  0.99961548   +0 12 04.8
 AA2414
 AA2414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2414!SPC AL W     -   0.99999374  x   1.00001728  =   1.00001102
 AA2414!UTM  16      -   0.99999374  x   0.99961548  =   0.99960922
 AA2414
 AA2414:                Primary Azimuth Mark                     Grid Az
 AA2414:SPC AL W     -  43 48                                    130 07 26.0
 AA2414:UTM  16      -  43 48                                    130 23 28.7
 AA2414
 AA2414|---------------------------------------------------------------------|
 AA2414| PID    Reference Object                     Distance      Geod. Az  |
 AA2414|                                                           dddmmss.s |
 AA2414| AA2415 43 48                               APPROX. 0.5 KM 1303533.5 |
 AA2414|---------------------------------------------------------------------|
 AA2414
 AA2414                          SUPERSEDED SURVEY CONTROL
 AA2414
 AA2414  ELLIP H (11/30/94)   39.95   (m)                       GP(       ) 4 1
 AA2414  NGVD 29 (11/30/94)   67.7    (m)          222.     (f) GPS OBS        
 AA2414
 AA2414.Superseded values are not recommended for survey control.
 AA2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2414.See file dsdata.txt to determine how the superseded data were derived.
 AA2414
 AA2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3543476987(NAD 83)
 AA2414_MARKER: DD = SURVEY DISK
 AA2414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2414_SP_SET: CONCRETE POST
 AA2414_STAMPING: 43-47 1992
 AA2414_MARK LOGO: ALHD  
 AA2414_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2414+STABILITY: SURFACE MOTION
 AA2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2414+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2414
 AA2414  HISTORY     - Date     Condition        Report By
 AA2414  HISTORY     - 1992     MONUMENTED       ALHD
 AA2414
 AA2414                          STATION DESCRIPTION
 AA2414
 AA2414'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2414'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2414'OF LOWNDES COUNTY ROAD NO. 40, ABOUT 3.80 MI (6.12 KM) NORTH OF
 AA2414'LOWNDESBORO AND ABOUT 5.10 MI (8.21 KM) EAST OF WHITE HALL. TO REACH
 AA2414'THE STATION FROM THE JUNCTION OF U.S. 80, ALA 97, AND LOWNDES COUNTY
 AA2414'ROAD NO. 29 (MILE POST 115.65 ON U.S. 80 AND MILE POST 29.90 ON ALA
 AA2414'97) IN LOWNDESBORO, DRIVE NORTH AND NORTHWEST ON LOWNDES COUNTY ROAD
 AA2414'NO. 29 FOR 4.85 MI (7.81 KM) TO AN INTERSECTION AT A RAILROAD GRADE
 AA2414'CROSSING WITH LOWNDES COUNTY ROAD NO. 40 TO THE RIGHT AND AHEAD,
 AA2414'CONTINUE NORTHWEST ON LOWNDES COUNTY ROAD NO. 40 FOR 0.55 MI (0.89 KM)
 AA2414'TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF
 AA2414'A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 42.3 FT (12.9
 AA2414'M) SOUTHWEST OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 40, 45.6 FT
 AA2414'(13.9 M) SOUTHEAST OF THE SOUTHEAST ONE OF TWO CONNECTED WOOD POSTS IN
 AA2414'THE FENCE LINE, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST,
 AA2414'AND SET FLUSH WITH THE GROUND. STATION 43-48 1992 MAY BE USED AS AN
 AA2414'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2415 ***********************************************************************
 AA2415  DESIGNATION -  43 48
 AA2415  PID         -  AA2415
 AA2415  STATE/COUNTY-  AL/LOWNDES
 AA2415  USGS QUAD   -  LOWNDESBORO (1981)
 AA2415
 AA2415                         *CURRENT SURVEY CONTROL
 AA2415  ___________________________________________________________________
 AA2415* NAD 83(1992)-  32 19 34.21891(N)    086 37 09.70984(W)     ADJUSTED  
 AA2415* NAVD 88     -        66.1    (meters)     217.     (feet)  VERTCON   
 AA2415  ___________________________________________________________________
 AA2415  X           -     318,128.132 (meters)                     COMP
 AA2415  Y           -  -5,385,448.593 (meters)                     COMP
 AA2415  Z           -   3,391,070.283 (meters)                     COMP
 AA2415  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA2415  ELLIP HEIGHT-          38.22  (meters)          (07/29/02) GPS OBS
 AA2415  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA2415
 AA2415  HORZ ORDER  -  FIRST
 AA2415  ELLP ORDER  -  FOURTH    CLASS I
 AA2415
 AA2415.The horizontal coordinates were established by GPS observations
 AA2415.and adjusted by the National Geodetic Survey in November 1994..
 AA2415
 AA2415.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2415.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2415
 AA2415.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2415
 AA2415.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2415
 AA2415.The ellipsoidal height was determined by GPS observations
 AA2415.and is referenced to NAD 83.
 AA2415
 AA2415.The geoid height was determined by GEOID03.
 AA2415
 AA2415;                    North         East     Units Scale Factor Converg.
 AA2415;SPC AL W     -   258,231.687   682,914.025   MT  1.00001808   +0 28 15.4
 AA2415;UTM  16      - 3,576,653.956   535,825.374   MT  0.99961583   +0 12 12.8
 AA2415
 AA2415!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2415!SPC AL W     -   0.99999400  x   1.00001808  =   1.00001208
 AA2415!UTM  16      -   0.99999400  x   0.99961583  =   0.99960983
 AA2415
 AA2415:                Primary Azimuth Mark                     Grid Az
 AA2415:SPC AL W     -  43 47                                    310 07 26.1
 AA2415:UTM  16      -  43 47                                    310 23 28.7
 AA2415
 AA2415|---------------------------------------------------------------------|
 AA2415| PID    Reference Object                     Distance      Geod. Az  |
 AA2415|                                                           dddmmss.s |
 AA2415| AA2414 43 47                               APPROX. 0.5 KM 3103541.5 |
 AA2415|---------------------------------------------------------------------|
 AA2415
 AA2415                          SUPERSEDED SURVEY CONTROL
 AA2415
 AA2415  ELLIP H (11/30/94)   38.29   (m)                       GP(       ) 4 1
 AA2415  NGVD 29 (11/30/94)   66.1    (m)          217.     (f) GPS OBS        
 AA2415
 AA2415.Superseded values are not recommended for survey control.
 AA2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2415.See file dsdata.txt to determine how the superseded data were derived.
 AA2415
 AA2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA3582576654(NAD 83)
 AA2415_MARKER: DD = SURVEY DISK
 AA2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2415_SP_SET: CONCRETE POST
 AA2415_STAMPING: 43-48 1992
 AA2415_MARK LOGO: ALHD  
 AA2415_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2415+STABILITY: SURFACE MOTION
 AA2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2415+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2415
 AA2415  HISTORY     - Date     Condition        Report By
 AA2415  HISTORY     - 1992     MONUMENTED       ALHD
 AA2415
 AA2415                          STATION DESCRIPTION
 AA2415
 AA2415'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2415'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2415'OF LOWNDES COUNTY ROAD NO. 40, ABOUT 3.55 MI (5.71 KM) NORTH OF
 AA2415'LOWNDESBORO AND ABOUT 5.40 MI (8.69 KM) EAST OF WHITE HALL. TO REACH
 AA2415'THE STATION FROM THE JUNCTION OF U.S. 80, ALA 97, AND LOWNDES COUNTY
 AA2415'ROAD NO. 29 (MILE POST 115.65 ON U.S. 80 AND MILE POST 29.90 ON ALA
 AA2415'97) IN LOWNDESBORO, DRIVE NORTH AND NORTHWEST ON LOWNDES COUNTY ROAD
 AA2415'NO. 29 FOR 4.85 MI (7.81 KM) TO AN INTERSECTION AT A RAILROAD GRADE
 AA2415'CROSSING WITH LOWNDES COUNTY ROAD NO. 40 TO THE RIGHT AND AHEAD,
 AA2415'CONTINUE NORTHWEST ON LOWNDES COUNTY ROAD NO. 40 FOR 0.20 MI (0.32 KM)
 AA2415'TO THE STATION ON THE RIGHT. THE STATION IS 4.0 FT (1.2 M) SOUTHWEST
 AA2415'OF A FOUR STRAND BARBED WIRE FENCE ON STEEL AND WOOD POSTS, 10.6 FT
 AA2415'(3.2 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 1 30, 45.0 FT
 AA2415'(13.7 M) NORTHEAST OF THE CENTERLINE OF LOWNDES COUNTY ROAD NO. 40,
 AA2415'105.8 FT (32.2 M) SOUTH-SOUTHEAST OF A POWER POLE IN THE PASTURE, 4.0
 AA2415'FT (1.2 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2415'THE GROUND. STATION 43-47 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2415'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2416 ***********************************************************************
 AA2416  DESIGNATION -  43 49
 AA2416  PID         -  AA2416
 AA2416  STATE/COUNTY-  AL/LOWNDES
 AA2416  USGS QUAD   -  LOWNDESBORO (1981)
 AA2416
 AA2416                         *CURRENT SURVEY CONTROL
 AA2416  ___________________________________________________________________
 AA2416* NAD 83(1992)-  32 18 57.05414(N)    086 32 20.50955(W)     ADJUSTED  
 AA2416* NAVD 88     -        64.5    (meters)     212.     (feet)  VERTCON   
 AA2416  ___________________________________________________________________
 AA2416  X           -     325,715.531 (meters)                     COMP
 AA2416  Y           -  -5,385,606.895 (meters)                     COMP
 AA2416  Z           -   3,390,101.998 (meters)                     COMP
 AA2416  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AA2416  ELLIP HEIGHT-          36.64  (meters)          (07/29/02) GPS OBS
 AA2416  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AA2416
 AA2416  HORZ ORDER  -  FIRST
 AA2416  ELLP ORDER  -  FOURTH    CLASS I
 AA2416
 AA2416.The horizontal coordinates were established by GPS observations
 AA2416.and adjusted by the National Geodetic Survey in November 1994..
 AA2416
 AA2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2416
 AA2416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2416
 AA2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2416
 AA2416.The ellipsoidal height was determined by GPS observations
 AA2416.and is referenced to NAD 83.
 AA2416
 AA2416.The geoid height was determined by GEOID03.
 AA2416
 AA2416;                    North         East     Units Scale Factor Converg.
 AA2416;SPC AL W     -   257,151.899   690,488.171   MT  1.00003427   +0 30 49.5
 AA2416;UTM  16      - 3,575,539.290   543,391.320   MT  0.99962322   +0 14 47.2
 AA2416
 AA2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2416!SPC AL W     -   0.99999425  x   1.00003427  =   1.00002852
 AA2416!UTM  16      -   0.99999425  x   0.99962322  =   0.99961747
 AA2416
 AA2416                          SUPERSEDED SURVEY CONTROL
 AA2416
 AA2416  ELLIP H (11/30/94)   36.72   (m)                       GP(       ) 4 1
 AA2416  NGVD 29 (11/30/94)   64.5    (m)          212.     (f) GPS OBS        
 AA2416
 AA2416.Superseded values are not recommended for survey control.
 AA2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2416.See file dsdata.txt to determine how the superseded data were derived.
 AA2416
 AA2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4339175539(NAD 83)
 AA2416_MARKER: DD = SURVEY DISK
 AA2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2416_SP_SET: CONCRETE POST
 AA2416_STAMPING: 43-49 1992
 AA2416_MARK LOGO: ALHD  
 AA2416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2416+STABILITY: SURFACE MOTION
 AA2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2416+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2416
 AA2416  HISTORY     - Date     Condition        Report By
 AA2416  HISTORY     - 1992     MONUMENTED       ALHD
 AA2416
 AA2416                          STATION DESCRIPTION
 AA2416
 AA2416'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2416'THE STATION IS LOCATED IN LOWNDES COUNTY ON A HIGH VOLTAGE POWER LINE
 AA2416'RIGHT OF WAY, ABOUT 5.00 MI (8.05 KM) NORTHEAST OF LOWNDESBORO AND
 AA2416'ABOUT 10.10 MI (16.25 KM) EAST OF WHITE HALL. TO REACH THE STATION
 AA2416'FROM THE JUNCTION OF U.S. 80, ALA 97, AND LOWNDES COUNTY ROAD NO. 29
 AA2416'(MILE POST 115.65 ON U.S. 80 AND MILE POST 29.90 ON ALA 97) IN
 AA2416'LOWNDESBORO, DRIVE NORTH ON LOWNDES COUNTY ROAD NO. 29 FOR 2.95 MI
 AA2416'(4.75 KM) TO A PAVED COUNTY ROAD (BROWN HILL RD) ON THE RIGHT, TURN
 AA2416'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST, NORTHEAST, AND EAST FOR
 AA2416'4.25 MI (6.84 KM) TO A HIGH VOLTAGE POWER LINE CROSSING, A CURVE TO
 AA2416'THE LEFT, AND AN OLD ROAD AHEAD, CONTINUE EAST ON THE OLD ROAD FOR
 AA2416'0.10 MI (0.16 KM) TO A CROSS ROAD WITH A PAVED ROAD TO THE LEFT AND A
 AA2416'GRAVEL ROAD TO THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 AA2416'SOUTH FOR 0.60 MI (0.97 KM) TO GRAVEL WOODS ROAD ON THE RIGHT WITH A
 AA2416'LOCKED GATE, PARK HERE AND PACK 300 FT (91.4 M) TO A HIGH VOLTAGE
 AA2416'POWER LINE AND THE STATION ON THE LEFT. THE STATION IS LOCATED ON A
 AA2416'HIGH VOLTAGE POWER LINE RIGHT OF WAY, 59.5 FT (18.1 M) SOUTHWEST OF
 AA2416'THE CENTER OF THE GRAVEL WOODS ROAD, 80.0 FT (24.4 M) WEST OF THE EAST
 AA2416'SIDE OF THE CLEARING, 90.0 FT (27.4 M) EAST OF THE WEST SIDE OF THE
 AA2416'CLEARING, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA2416'FLUSH WITH THE GROUND. STATION 43-50 1992 MAY BE USED AS AN AZIMUTH
 AA2416'FOR THIS STATION. BEFORE OCCUPYING THESE POINTS, CONTACT GENERAL
 AA2416'ELECTRIC SECURITY PERSONNEL JOE JACKSON AT 205-832-5512 OR JIM
 AA2416'JEFFERIES AT 205-832-5317
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3193 ***********************************************************************
 CN3193  DESIGNATION -  43 5
 CN3193  PID         -  CN3193
 CN3193  STATE/COUNTY-  AL/LOWNDES
 CN3193  USGS QUAD   -  BRAGGS (1987)
 CN3193
 CN3193                         *CURRENT SURVEY CONTROL
 CN3193  ___________________________________________________________________
 CN3193* NAD 83(1992)-  32 00 26.41229(N)    086 50 41.94711(W)     ADJUSTED  
 CN3193* NAVD 88     -        83.6    (meters)     274.     (feet)  GPS OBS   
 CN3193  ___________________________________________________________________
 CN3193  X           -     297,955.502 (meters)                     COMP
 CN3193  Y           -  -5,405,469.108 (meters)                     COMP
 CN3193  Z           -   3,361,151.112 (meters)                     COMP
 CN3193  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CN3193  ELLIP HEIGHT-          56.18  (meters)          (08/29/05) GPS OBS
 CN3193  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CN3193
 CN3193  HORZ ORDER  -  A
 CN3193  ELLP ORDER  -  FOURTH    CLASS I
 CN3193
 CN3193.The horizontal coordinates were established by GPS observations
 CN3193.and adjusted by the National Geodetic Survey in August 2005..
 CN3193
 CN3193.The orthometric height was determined by GPS observations and a
 CN3193.high-resolution geoid model.
 CN3193
 CN3193.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3193
 CN3193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3193
 CN3193.The ellipsoidal height was determined by GPS observations
 CN3193.and is referenced to NAD 83.
 CN3193
 CN3193.The geoid height was determined by GEOID03.
 CN3193
 CN3193;                    North         East     Units Scale Factor Converg.
 CN3193;SPC AL W     -   222,725.248   661,885.936   MT  0.99998055   +0 20 49.9
 CN3193;UTM  16      - 3,541,259.414   514,640.808   MT  0.99960264   +0 04 55.8
 CN3193
 CN3193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3193!SPC AL W     -   0.99999118  x   0.99998055  =   0.99997173
 CN3193!UTM  16      -   0.99999118  x   0.99960264  =   0.99959382
 CN3193
 CN3193|---------------------------------------------------------------------|
 CN3193| PID    Reference Object                     Distance      Geod. Az  |
 CN3193|                                                           dddmmss.s |
 CN3193| CN3194 43 6                                386.077 METERS 05249     |
 CN3193|---------------------------------------------------------------------|
 CN3193
 CN3193                          SUPERSEDED SURVEY CONTROL
 CN3193
 CN3193  ELLIP H (07/29/02)   56.12   (m)                       GP(       ) 4 1
 CN3193  NAD 83(1992)-  32 00 26.41510(N)    086 50 41.94409(W) AD(       ) 1
 CN3193  ELLIP H (12/04/92)   56.20   (m)                       GP(       ) 4 1
 CN3193  NAD 83(1986)-  32 00 26.42503(N)    086 50 41.94807(W) AD(       ) 1
 CN3193  NGVD 29 (12/04/92)   83.6    (m)          274.     (f) GPS OBS        
 CN3193
 CN3193.Superseded values are not recommended for survey control.
 CN3193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3193.See file dsdata.txt to determine how the superseded data were derived.
 CN3193
 CN3193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1464141259(NAD 83)
 CN3193_MARKER: DD = SURVEY DISK
 CN3193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3193_SP_SET: CONCRETE POST
 CN3193_STAMPING: 43-5 1991
 CN3193_MARK LOGO: ALHD  
 CN3193_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3193+STABILITY: SURFACE MOTION
 CN3193_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3193+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 CN3193
 CN3193  HISTORY     - Date     Condition        Report By
 CN3193  HISTORY     - 1991     MONUMENTED       ALHD
 CN3193  HISTORY     - 19920408 GOOD
 CN3193  HISTORY     - 20040412 GOOD             ALHD
 CN3193  HISTORY     - 20040623 GOOD             ALDOT
 CN3193  HISTORY     - 20050629 GOOD             ALDOT
 CN3193
 CN3193                          STATION DESCRIPTION
 CN3193
 CN3193'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3193'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTHWEST RIGHT OF WAY
 CN3193'OF ALA 21, ABOUT 3.45 MI (5.55 KM) SOUTHWEST OF BRAGGS AND ABOUT
 CN3193'16.00 MI (25.75 KM) WEST OF FORT DEPOSIT.
 CN3193'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST
 CN3193'122.00 ON ALA 21 AND MILE POST 23.85 ON ALA 97) IN HAYNEVILLE, DRIVE
 CN3193'SOUTHWEST ON ALA 21 FOR 18.10 MI (29.13 KM) TO MILE POST 103.90 AND
 CN3193'ALA 263 ON THE LEFT, CONTINUE SOUTHWEST ON ALA 21 FOR 4.05 MI
 CN3193'(6.52 KM) TO MILE POST 99.85 AND THE STATION ON THE RIGHT.
 CN3193'THE STATION IS 9.7 FT (3.0 M) SOUTH-SOUTHWEST OF A FENCE POST WITH NO
 CN3193'FENCE, 13.7 FT (4.2 M) EAST OF THE CENTER OF A WATER METER, 15.3 FT
 CN3193'(4.7 M) EAST OF THE CENTER OF A WATER METER, 22.4 FT (6.8 M)
 CN3193'SOUTH-SOUTHWEST OF A FENCE CORNER POST, 41.0 FT (12.5 M)
 CN3193'EAST-NORTHEAST OF THE CENTER OF A DRIVEWAY, 58.0 FT (17.7 M) NORTHWEST
 CN3193'OF THE CENTER OF ALA 21, 80.0 FT (24.4 M) SOUTHWEST OF A JUNCTION
 CN3193'POWER POLE, 93.3 FT (28.4 M) NORTHEAST OF A POWER POLE AND TELEPHONE
 CN3193'CABLE PEDESTAL NO. MWR 274, 2.0 FT (0.6 M) SOUTH-SOUTHEAST OF A
 CN3193'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3193'STATION 43-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3193
 CN3193                          STATION RECOVERY (1992)
 CN3193
 CN3193'RECOVERED 1992
 CN3193'RECOVERED IN GOOD CONDITION.
 CN3193
 CN3193                          STATION RECOVERY (2004)
 CN3193
 CN3193'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CN3193'RECOVERED IN GOOD CONDITION.
 CN3193
 CN3193                          STATION RECOVERY (2004)
 CN3193
 CN3193'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (CBC)
 CN3193'CHANGES FOLLOW TO THE LAST PART OF THE TO-REACH FOR THIS MARK. IT IS
 CN3193'3.90 MILES SW ALONG  SR 21 FROM THE JUNCTION OF SR 263, 1.0 MILE WEST
 CN3193'OF THREE MAILBOXES BY YELLOW METAL GATE  MARKED M, 0.7 MILE WEST OF MP
 CN3193'99, 0.3 MILE EAST OF MP 98, 0.5 MILE EAST OF THE DRIVE TO G. TILL
 CN3193'RESIDENCE.
 CN3193
 CN3193                          STATION RECOVERY (2005)
 CN3193
 CN3193'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3193'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2417 ***********************************************************************
 AA2417  DESIGNATION -  43 50
 AA2417  PID         -  AA2417
 AA2417  STATE/COUNTY-  AL/LOWNDES
 AA2417  USGS QUAD   -  LOWNDESBORO (1981)
 AA2417
 AA2417                         *CURRENT SURVEY CONTROL
 AA2417  ___________________________________________________________________
 AA2417* NAD 83(1992)-  32 19 23.79017(N)    086 32 20.76150(W)     ADJUSTED  
 AA2417* NAVD 88     -        48.6    (meters)     159.     (feet)  VERTCON   
 AA2417  ___________________________________________________________________
 AA2417  X           -     325,681.561 (meters)                     COMP
 AA2417  Y           -  -5,385,154.381 (meters)                     COMP
 AA2417  Z           -   3,390,789.481 (meters)                     COMP
 AA2417  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA2417  ELLIP HEIGHT-          20.75  (meters)          (07/29/02) GPS OBS
 AA2417  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 AA2417
 AA2417  HORZ ORDER  -  FIRST
 AA2417  ELLP ORDER  -  FOURTH    CLASS I
 AA2417
 AA2417.The horizontal coordinates were established by GPS observations
 AA2417.and adjusted by the National Geodetic Survey in November 1994..
 AA2417
 AA2417.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2417
 AA2417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2417
 AA2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2417
 AA2417.The ellipsoidal height was determined by GPS observations
 AA2417.and is referenced to NAD 83.
 AA2417
 AA2417.The geoid height was determined by GEOID03.
 AA2417
 AA2417;                    North         East     Units Scale Factor Converg.
 AA2417;SPC AL W     -   257,975.397   690,474.195   MT  1.00003424   +0 30 49.8
 AA2417;UTM  16      - 3,576,362.506   543,381.192   MT  0.99962321   +0 14 47.2
 AA2417
 AA2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2417!SPC AL W     -   0.99999674  x   1.00003424  =   1.00003098
 AA2417!UTM  16      -   0.99999674  x   0.99962321  =   0.99961995
 AA2417
 AA2417                          SUPERSEDED SURVEY CONTROL
 AA2417
 AA2417  ELLIP H (11/30/94)   20.82   (m)                       GP(       ) 4 1
 AA2417  NGVD 29 (11/30/94)   48.6    (m)          159.     (f) GPS OBS        
 AA2417
 AA2417.Superseded values are not recommended for survey control.
 AA2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2417.See file dsdata.txt to determine how the superseded data were derived.
 AA2417
 AA2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4338176363(NAD 83)
 AA2417_MARKER: DD = SURVEY DISK
 AA2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2417_SP_SET: CONCRETE POST
 AA2417_STAMPING: 43-50 1992
 AA2417_MARK LOGO: ALHD  
 AA2417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2417+STABILITY: SURFACE MOTION
 AA2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2417+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2417
 AA2417  HISTORY     - Date     Condition        Report By
 AA2417  HISTORY     - 1992     MONUMENTED       ALHD
 AA2417
 AA2417                          STATION DESCRIPTION
 AA2417
 AA2417'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2417'THE STATION IS LOCATED IN LOWNDES COUNTY ON A HIGH VOLTAGE POWER LINE
 AA2417'RIGHT OF WAY, ABOUT 5.35 MI (8.61 KM) NORTHEAST OF LOWNDESBORO AND
 AA2417'ABOUT 10.10 MI (16.25 KM) EAST OF WHITE HALL. TO REACH THE STATION
 AA2417'FROM THE JUNCTION OF U.S. 80, ALA 97, AND LOWNDES COUNTY ROAD NO. 29
 AA2417'(MILE POST 115.65 ON U.S. 80 AND MILE POST 29.90 ON ALA 97) IN
 AA2417'LOWNDESBORO, DRIVE NORTH ON LOWNDES COUNTY ROAD NO. 29 FOR 2.95 MI
 AA2417'(4.75 KM) TO A PAVED COUNTY ROAD (BROWN HILL RD) ON THE RIGHT, TURN
 AA2417'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST, NORTHEAST, AND EAST FOR
 AA2417'4.25 MI (6.84 KM) TO A HIGH VOLTAGE POWER LINE CROSSING, TURN RIGHT ON
 AA2417'THE HIGH VOLTAGE POWER LINE RIGHT OF WAY AND DRIVE SOUTH FOR ABOUT 300
 AA2417'FT (91.4 M) TO THE STATION. THE STATION IS LOCATED ON A HIGH VOLTAGE
 AA2417'POWER LINE RIGHT OF WAY, 74.0 FT (22.6 M) EAST OF THE WEST SIDE OF THE
 AA2417'CLEARING, 107.0 FT (32.6 M) WEST OF THE EAST SIDE OF THE CLEARING,
 AA2417'260.0 FT (79.2 M) SOUTH OF THE WEST CONCRETE POWER POLE (NO. 51) SOUTH
 AA2417'OF THE ROAD, 266.3 FT (81.2 M) SOUTH-SOUTHWEST OF THE EAST CONCRETE
 AA2417'POWER POLE (NO. 101) SOUTH OF THE ROAD, 311.5 FT (94.9 M) SOUTH OF THE
 AA2417'CENTERLINE OF THE PAVED COUNTY ROAD (BROWN HILL RD), 2.4 FT (0.7 M)
 AA2417'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2417'STATION 43-49 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION. BEFORE
 AA2417'OCCUPYING THESE POINTS, CONTACT GENERAL ELECTRIC SECURITY PERSONNEL
 AA2417'JOE JACKSON AT 205-832-5512 OR JIM JEFFERIES AT 205-832-5317
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2418 ***********************************************************************
 AA2418  DESIGNATION -  43 51
 AA2418  PID         -  AA2418
 AA2418  STATE/COUNTY-  AL/LOWNDES
 AA2418  USGS QUAD   -  LOWNDESBORO (1981)
 AA2418
 AA2418                         *CURRENT SURVEY CONTROL
 AA2418  ___________________________________________________________________
 AA2418* NAD 83(1992)-  32 16 10.36782(N)    086 32 40.90883(W)     ADJUSTED  
 AA2418* NAVD 88     -        74.6    (meters)     245.     (feet)  VERTCON   
 AA2418  ___________________________________________________________________
 AA2418  X           -     325,348.749 (meters)                     COMP
 AA2418  Y           -  -5,388,385.837 (meters)                     COMP
 AA2418  Z           -   3,385,767.106 (meters)                     COMP
 AA2418  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AA2418  ELLIP HEIGHT-          46.89  (meters)          (07/29/02) GPS OBS
 AA2418  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 AA2418
 AA2418  HORZ ORDER  -  FIRST
 AA2418  ELLP ORDER  -  FOURTH    CLASS I
 AA2418
 AA2418.The horizontal coordinates were established by GPS observations
 AA2418.and adjusted by the National Geodetic Survey in November 1994..
 AA2418
 AA2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2418
 AA2418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2418
 AA2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2418
 AA2418.The ellipsoidal height was determined by GPS observations
 AA2418.and is referenced to NAD 83.
 AA2418
 AA2418.The geoid height was determined by GEOID03.
 AA2418
 AA2418;                    North         East     Units Scale Factor Converg.
 AA2418;SPC AL W     -   252,012.670   690,000.315   MT  1.00003319   +0 30 36.3
 AA2418;UTM  16      - 3,570,404.502   542,879.718   MT  0.99962267   +0 14 35.1
 AA2418
 AA2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2418!SPC AL W     -   0.99999264  x   1.00003319  =   1.00002583
 AA2418!UTM  16      -   0.99999264  x   0.99962267  =   0.99961531
 AA2418
 AA2418                          SUPERSEDED SURVEY CONTROL
 AA2418
 AA2418  ELLIP H (11/30/94)   46.96   (m)                       GP(       ) 4 1
 AA2418  NGVD 29 (11/30/94)   74.6    (m)          245.     (f) GPS OBS        
 AA2418
 AA2418.Superseded values are not recommended for survey control.
 AA2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2418.See file dsdata.txt to determine how the superseded data were derived.
 AA2418
 AA2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4288070405(NAD 83)
 AA2418_MARKER: DD = SURVEY DISK
 AA2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2418_SP_SET: CONCRETE POST
 AA2418_STAMPING: 43-51 1992
 AA2418_MARK LOGO: ALHD  
 AA2418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2418+STABILITY: SURFACE MOTION
 AA2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2418+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2418
 AA2418  HISTORY     - Date     Condition        Report By
 AA2418  HISTORY     - 1992     MONUMENTED       ALHD
 AA2418
 AA2418                          STATION DESCRIPTION
 AA2418
 AA2418'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2418'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2418'U.S. 80, ABOUT 3.90 MI (6.28 KM) EAST OF LOWNDESBORO AND ABOUT 6.30 MI
 AA2418'(10.14 KM) NORTH-NORTHEAST OF HAYNEVILLE. TO REACH THE STATION FROM
 AA2418'THE JUNCTION OF U.S. 80 AND ALA 97 (MILE POST 115.65 ON U.S. 80 AND
 AA2418'MILE POST 29.90 ON ALA 97) IN LOWNDESBORO, DRIVE EAST ON U.S. 80 FOR
 AA2418'3.75 MI (6.03 KM) TO MILE POST 119.40 AND THE STATION ON THE LEFT. THE
 AA2418'STATION IS 3.0 FT (0.9 M) SOUTH OF THE SOUTHEAST CORNER OF A BOARD
 AA2418'FENCE WEST OF A GRAVEL DRIVEWAY, 8.9 FT (2.7 M) SOUTH-SOUTHWEST OF A
 AA2418'SMALL FIRE HYDRANT, 17.0 FT (5.2 M) NORTHWEST OF THE WEST END OF AN
 AA2418'EIGHTEEN-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 27.0 FT (8.2 M)
 AA2418'WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 37.3 FT (11.4 M)
 AA2418'SOUTH-SOUTHWEST OF THE WEST POST OF A DOUBLE RED PIPE GATE, 38.0 FT
 AA2418'(11.6 M) SOUTHWEST OF THE EAST POST OF A DOUBLE RED PIPE GATE, 50.7 FT
 AA2418'(15.5 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE BOARD FENCE
 AA2418'EAST OF A GRAVEL DRIVEWAY, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE
 AA2418'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-52 1992 MAY BE
 AA2418'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2419 ***********************************************************************
 AA2419  DESIGNATION -  43 52
 AA2419  PID         -  AA2419
 AA2419  STATE/COUNTY-  AL/LOWNDES
 AA2419  USGS QUAD   -  LOWNDESBORO (1981)
 AA2419
 AA2419                         *CURRENT SURVEY CONTROL
 AA2419  ___________________________________________________________________
 AA2419* NAD 83(1992)-  32 16 08.33562(N)    086 32 08.40044(W)     ADJUSTED  
 AA2419* NAVD 88     -        68.5    (meters)     225.     (feet)  VERTCON   
 AA2419  ___________________________________________________________________
 AA2419  X           -     326,199.690 (meters)                     COMP
 AA2419  Y           -  -5,388,362.705 (meters)                     COMP
 AA2419  Z           -   3,385,710.919 (meters)                     COMP
 AA2419  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AA2419  ELLIP HEIGHT-          40.79  (meters)          (07/29/02) GPS OBS
 AA2419  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 AA2419
 AA2419  HORZ ORDER  -  FIRST
 AA2419  ELLP ORDER  -  FOURTH    CLASS I
 AA2419
 AA2419.The horizontal coordinates were established by GPS observations
 AA2419.and adjusted by the National Geodetic Survey in November 1994..
 AA2419
 AA2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2419
 AA2419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2419
 AA2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2419
 AA2419.The ellipsoidal height was determined by GPS observations
 AA2419.and is referenced to NAD 83.
 AA2419
 AA2419.The geoid height was determined by GEOID03.
 AA2419
 AA2419;                    North         East     Units Scale Factor Converg.
 AA2419;SPC AL W     -   251,957.682   690,851.651   MT  1.00003509   +0 30 53.6
 AA2419;UTM  16      - 3,570,345.572   543,730.437   MT  0.99962358   +0 14 52.5
 AA2419
 AA2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2419!SPC AL W     -   0.99999360  x   1.00003509  =   1.00002869
 AA2419!UTM  16      -   0.99999360  x   0.99962358  =   0.99961718
 AA2419
 AA2419                          SUPERSEDED SURVEY CONTROL
 AA2419
 AA2419  ELLIP H (11/30/94)   40.86   (m)                       GP(       ) 4 1
 AA2419  NGVD 29 (11/30/94)   68.5    (m)          225.     (f) GPS OBS        
 AA2419
 AA2419.Superseded values are not recommended for survey control.
 AA2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2419.See file dsdata.txt to determine how the superseded data were derived.
 AA2419
 AA2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4373070346(NAD 83)
 AA2419_MARKER: DD = SURVEY DISK
 AA2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2419_SP_SET: CONCRETE POST
 AA2419_STAMPING: 43-52 1992
 AA2419_MARK LOGO: ALHD  
 AA2419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2419+STABILITY: SURFACE MOTION
 AA2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2419+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2419
 AA2419  HISTORY     - Date     Condition        Report By
 AA2419  HISTORY     - 1992     MONUMENTED       ALHD
 AA2419
 AA2419                          STATION DESCRIPTION
 AA2419
 AA2419'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2419'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2419'U.S. 80, ABOUT 4.45 MI (7.16 KM) EAST OF LOWNDESBORO AND ABOUT 6.40 MI
 AA2419'(10.30 KM) NORTH-NORTHEAST OF HAYNEVILLE. TO REACH THE STATION FROM
 AA2419'THE JUNCTION OF U.S. 80 AND ALA 97 (MILE POST 115.65 ON U.S. 80 AND
 AA2419'MILE POST 29.90 ON ALA 97) IN LOWNDESBORO, DRIVE EAST ON U.S. 80 FOR
 AA2419'4.30 MI (6.92 KM) TO MILE POST 119.95 AND THE STATION ON THE RIGHT.
 AA2419'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 AA2419'ON TREATED WOOD POSTS, 75.7 FT (23.1 M) EAST OF A WHITE TWO-INCH PVC
 AA2419'POST IN THE FENCE LINE, 104.8 FT (31.9 M) SOUTH OF THE CENTERLINE OF
 AA2419'THE EAST BOUND LANES OF U.S. 80, 118.0 FT (36.0 M) EAST OF AN ANGLE
 AA2419'TRANSFORMER POWER AND CABLE POLE, 135.8 FT (41.4 M) EAST OF A
 AA2419'NINE-INCH FENCE CORNER POST, 137.0 FT (41.8 M) EAST OF A CONCRETE
 AA2419'RIGHT OF WAY MARKER, 175.0 FT (53.3 M) WEST OF A JUNCTION POWER POLE,
 AA2419'3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2419'THE GROUND. STATION 43-51 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2419'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2420 ***********************************************************************
 AA2420  DESIGNATION -  43 53
 AA2420  PID         -  AA2420
 AA2420  STATE/COUNTY-  AL/LOWNDES
 AA2420  USGS QUAD   -  FORT DEPOSIT (1986)
 AA2420
 AA2420                         *CURRENT SURVEY CONTROL
 AA2420  ___________________________________________________________________
 AA2420* NAD 83(1992)-  31 58 02.67064(N)    086 35 18.11875(W)     ADJUSTED  
 AA2420* NAVD 88     -       144.7    (meters)     475.     (feet)  VERTCON   
 AA2420  ___________________________________________________________________
 AA2420  X           -     322,305.355 (meters)                     COMP
 AA2420  Y           -  -5,406,473.389 (meters)                     COMP
 AA2420  Z           -   3,357,428.167 (meters)                     COMP
 AA2420  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AA2420  ELLIP HEIGHT-         117.27  (meters)          (07/29/02) GPS OBS
 AA2420  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 AA2420
 AA2420  HORZ ORDER  -  FIRST
 AA2420  ELLP ORDER  -  FOURTH    CLASS I
 AA2420
 AA2420.The horizontal coordinates were established by GPS observations
 AA2420.and adjusted by the National Geodetic Survey in November 1994..
 AA2420
 AA2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2420
 AA2420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2420
 AA2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2420
 AA2420.The ellipsoidal height was determined by GPS observations
 AA2420.and is referenced to NAD 83.
 AA2420
 AA2420.The geoid height was determined by GEOID03.
 AA2420
 AA2420;                    North         East     Units Scale Factor Converg.
 AA2420;SPC AL W     -   218,473.497   686,169.453   MT  1.00002487   +0 28 57.7
 AA2420;UTM  16      - 3,536,897.154   538,894.896   MT  0.99961866   +0 13 04.6
 AA2420
 AA2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2420!SPC AL W     -   0.99998159  x   1.00002487  =   1.00000646
 AA2420!UTM  16      -   0.99998159  x   0.99961866  =   0.99960025
 AA2420
 AA2420                          SUPERSEDED SURVEY CONTROL
 AA2420
 AA2420  ELLIP H (11/30/94)  117.34   (m)                       GP(       ) 4 1
 AA2420  NGVD 29 (11/30/94)  144.6    (m)          474.     (f) GPS OBS        
 AA2420
 AA2420.Superseded values are not recommended for survey control.
 AA2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2420.See file dsdata.txt to determine how the superseded data were derived.
 AA2420
 AA2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3889536897(NAD 83)
 AA2420_MARKER: DD = SURVEY DISK
 AA2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2420_SP_SET: CONCRETE POST
 AA2420_STAMPING: 43-53 1992
 AA2420_MARK LOGO: ALHD  
 AA2420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2420+STABILITY: SURFACE MOTION
 AA2420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2420+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2420
 AA2420  HISTORY     - Date     Condition        Report By
 AA2420  HISTORY     - 1992     MONUMENTED       ALHD
 AA2420
 AA2420                          STATION DESCRIPTION
 AA2420
 AA2420'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2420'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE FORT DEPOSIT AND
 AA2420'LOWNDES COUNTY AIRPORT, ABOUT 1.65 MI (2.66 KM) SOUTHWEST OF FORT
 AA2420'DEPOSIT AND ABOUT 9.85 NORTH-NORTHEAST OF GREENVILLE. TO REACH THE
 AA2420'STATION FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA 185) DRIVE WEST
 AA2420'AND SOUTHWEST ON ALA 185, PASSING THROUGH FORT DEPOSIT, FOR 4.35 MI
 AA2420'(7.00 KM) TO MILE POST 16.20 AND A PAVED ROAD ON THE LEFT TO THE
 AA2420'AIRPORT, TURN LEFT ON THE PAVED ROAD AND DRIVE SOUTHEAST FOR 0.65 MI
 AA2420'(1.05 KM) TO THE NORTHWEST CORNER OF A PAVED PARKING APRON AND A PAVED
 AA2420'RAMP ON THE RIGHT, TURN RIGHT ON THE PAVED RAMP AND DRIVE WEST FOR
 AA2420'0.05 MI (0.08 KM) TO THE PAVED RUNWAY, TURN LEFT ON THE PAVED RUNWAY
 AA2420'AND DRIVE SOUTHEAST ALONG THE NORTHEAST SIDE FOR 0.55 MI (0.89 KM) TO
 AA2420'THE END OF THE PAVED RUNWAY AND THE STATION ON THE LEFT. THE STATION
 AA2420'IS 25.0 FT (7.6 M) NORTHEAST OF THE EXTENDED EDGE OF THE PAVED RUNWAY,
 AA2420'54.1 FT (16.5 M) NORTHWEST OF A THREE STRAND BARBED WIRE FENCE ON
 AA2420'TREATED WOOD POSTS, 202.0 FT (61.6 M) SOUTHEAST OF THE SOUTHEAST
 AA2420'CORNER OF THE PAVED RUNWAY, 226.0 FT (68.9 M) EAST-SOUTHEAST OF THE
 AA2420'SOUTHWEST CORNER OF THE PAVED RUNWAY, 4.0 FT (1.2 M) NORTHWEST OF A
 AA2420'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-54
 AA2420'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION. BEFORE USING THIS
 AA2420'STATION AT ANY TIME, PLEASE NOTIFY, FORT DEPOSIT POLICE DEPARTMENT,
 AA2420'FORT DEPOSIT CITY HALL, PHONE 205-227-4331.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2421 ***********************************************************************
 AA2421  DESIGNATION -  43 54
 AA2421  PID         -  AA2421
 AA2421  STATE/COUNTY-  AL/LOWNDES
 AA2421  USGS QUAD   -  FORT DEPOSIT (1986)
 AA2421
 AA2421                         *CURRENT SURVEY CONTROL
 AA2421  ___________________________________________________________________
 AA2421* NAD 83(1992)-  31 58 36.08873(N)    086 35 41.35065(W)     ADJUSTED  
 AA2421* NAVD 88     -       151.7    (meters)     498.     (feet)  VERTCON   
 AA2421  ___________________________________________________________________
 AA2421  X           -     321,664.397 (meters)                     COMP
 AA2421  Y           -  -5,405,971.565 (meters)                     COMP
 AA2421  Z           -   3,358,305.125 (meters)                     COMP
 AA2421  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AA2421  ELLIP HEIGHT-         124.35  (meters)          (07/29/02) GPS OBS
 AA2421  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA2421
 AA2421  HORZ ORDER  -  FIRST
 AA2421  ELLP ORDER  -  FOURTH    CLASS I
 AA2421
 AA2421.The horizontal coordinates were established by GPS observations
 AA2421.and adjusted by the National Geodetic Survey in November 1994..
 AA2421
 AA2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2421
 AA2421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2421
 AA2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2421
 AA2421.The ellipsoidal height was determined by GPS observations
 AA2421.and is referenced to NAD 83.
 AA2421
 AA2421.The geoid height was determined by GEOID03.
 AA2421
 AA2421;                    North         East     Units Scale Factor Converg.
 AA2421;SPC AL W     -   219,497.700   685,550.840   MT  1.00002356   +0 28 45.8
 AA2421;UTM  16      - 3,537,923.789   538,281.272   MT  0.99961807   +0 12 52.5
 AA2421
 AA2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2421!SPC AL W     -   0.99998048  x   1.00002356  =   1.00000403
 AA2421!UTM  16      -   0.99998048  x   0.99961807  =   0.99959855
 AA2421
 AA2421                          SUPERSEDED SURVEY CONTROL
 AA2421
 AA2421  ELLIP H (11/30/94)  124.42   (m)                       GP(       ) 4 1
 AA2421  NGVD 29 (11/30/94)  151.7    (m)          498.     (f) GPS OBS        
 AA2421
 AA2421.Superseded values are not recommended for survey control.
 AA2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2421.See file dsdata.txt to determine how the superseded data were derived.
 AA2421
 AA2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3828137924(NAD 83)
 AA2421_MARKER: DD = SURVEY DISK
 AA2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2421_SP_SET: CONCRETE POST
 AA2421_STAMPING: 43-54 1992
 AA2421_MARK LOGO: ALHD  
 AA2421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2421+STABILITY: SURFACE MOTION
 AA2421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2421+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2421
 AA2421  HISTORY     - Date     Condition        Report By
 AA2421  HISTORY     - 1992     MONUMENTED       ALHD
 AA2421
 AA2421                          STATION DESCRIPTION
 AA2421
 AA2421'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2421'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE FORT DEPOSIT AND
 AA2421'LOWNDES COUNTY AIRPORT, ABOUT 1.60 MI (2.57 KM) SOUTHWEST OF FORT
 AA2421'DEPOSIT AND ABOUT 10.35 NORTH-NORTHEAST OF GREENVILLE. TO REACH THE
 AA2421'STATION FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA 185) DRIVE WEST
 AA2421'AND SOUTHWEST ON ALA 185, PASSING THROUGH FORT DEPOSIT, FOR 4.35 MI
 AA2421'(7.00 KM) TO MILE POST 16.20 AND A PAVED ROAD ON THE LEFT TO THE
 AA2421'AIRPORT, TURN LEFT ON THE PAVED ROAD AND DRIVE SOUTHEAST FOR 0.65 MI
 AA2421'(1.05 KM) TO THE NORTHWEST CORNER OF A PAVED PARKING APRON AND A PAVED
 AA2421'RAMP ON THE RIGHT, TURN RIGHT ON THE PAVED RAMP AND DRIVE WEST FOR
 AA2421'0.05 MI (0.08 KM) TO THE PAVED RUNWAY, TURN RIGHT ON THE PAVED RUNWAY
 AA2421'AND DRIVE NORTHWEST ALONG THE NORTHEAST SIDE FOR 0.20 MI (0.32 KM) TO
 AA2421'THE END OF THE PAVED RUNWAY AND THE STATION ON THE RIGHT. THE STATION
 AA2421'IS 28.0 FT (8.5 M) NORTHEAST OF THE EXTENDED EDGE OF THE PAVED RUNWAY,
 AA2421'115.1 FT (35.1 M) NORTH-NORTHWEST OF A RED AND BLUE LIGHT NEAR THE
 AA2421'NORTHEAST CORNER OF THE PAVED RUNWAY, 128.0 FT (39.0 M)
 AA2421'NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE PAVED RUNWAY, 151.1 FT
 AA2421'(46.1 M) NORTH OF THE NORTHEAST ONE OF THREE RED AND BLUE LIGHTS NEAR
 AA2421'THE NORTHWEST CORNER OF THE PAVED RUNWAY, 165.0 FT (50.3 M) NORTH OF
 AA2421'THE NORTHWEST CORNER OF THE PAVED RUNWAY, 58.4 FT (17.8 M)
 AA2421'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, 59.4 FT (18.1 M) WEST OF
 AA2421'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 43-53
 AA2421'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION. BEFORE USING THIS
 AA2421'STATION AT ANY TIME, PLEASE NOTIFY, FORT DEPOSIT POLICE DEPARTMENT,
 AA2421'FORT DEPOSIT CITY HALL, PHONE 205-227-4331.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3194 ***********************************************************************
 CN3194  DESIGNATION -  43 6
 CN3194  PID         -  CN3194
 CN3194  STATE/COUNTY-  AL/LOWNDES
 CN3194  USGS QUAD   -  BRAGGS (1987)
 CN3194
 CN3194                         *CURRENT SURVEY CONTROL
 CN3194  ___________________________________________________________________
 CN3194* NAD 83(1992)-  32 00 33.98727(N)    086 50 30.22727(W)     ADJUSTED  
 CN3194* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 CN3194  ___________________________________________________________________
 CN3194  X           -     298,255.825 (meters)                     COMP
 CN3194  Y           -  -5,405,328.709 (meters)                     COMP
 CN3194  Z           -   3,361,348.982 (meters)                     COMP
 CN3194  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 CN3194  ELLIP HEIGHT-          56.21  (meters)          (07/29/02) GPS OBS
 CN3194  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CN3194
 CN3194  HORZ ORDER  -  FIRST
 CN3194  ELLP ORDER  -  FOURTH    CLASS I
 CN3194
 CN3194.The horizontal coordinates were established by GPS observations
 CN3194.and adjusted by the National Geodetic Survey in December 1992..
 CN3194
 CN3194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3194
 CN3194.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3194
 CN3194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3194
 CN3194.The ellipsoidal height was determined by GPS observations
 CN3194.and is referenced to NAD 83.
 CN3194
 CN3194.The geoid height was determined by GEOID03.
 CN3194
 CN3194;                    North         East     Units Scale Factor Converg.
 CN3194;SPC AL W     -   222,960.432   662,192.103   MT  0.99998102   +0 20 56.2
 CN3194;UTM  16      - 3,541,493.091   514,947.943   MT  0.99960276   +0 05 02.0
 CN3194
 CN3194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3194!SPC AL W     -   0.99999117  x   0.99998102  =   0.99997219
 CN3194!UTM  16      -   0.99999117  x   0.99960276  =   0.99959394
 CN3194
 CN3194|---------------------------------------------------------------------|
 CN3194| PID    Reference Object                     Distance      Geod. Az  |
 CN3194|                                                           dddmmss.s |
 CN3194| CN3193 43 5                                386.077 METERS 23249     |
 CN3194|---------------------------------------------------------------------|
 CN3194
 CN3194                          SUPERSEDED SURVEY CONTROL
 CN3194
 CN3194  ELLIP H (12/04/92)   56.29   (m)                       GP(       ) 4 1
 CN3194  NAD 83(1986)-  32 00 33.99719(N)    086 50 30.23126(W) AD(       ) 1
 CN3194  NGVD 29 (12/04/92)   83.7    (m)          275.     (f) GPS OBS        
 CN3194
 CN3194.Superseded values are not recommended for survey control.
 CN3194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3194.See file dsdata.txt to determine how the superseded data were derived.
 CN3194
 CN3194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA1494841493(NAD 83)
 CN3194_MARKER: DD = SURVEY DISK
 CN3194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3194_SP_SET: CONCRETE POST
 CN3194_STAMPING: 43-6 1991
 CN3194_MARK LOGO: ALHD  
 CN3194_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3194+STABILITY: SURFACE MOTION
 CN3194_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3194+SATELLITE: SATELLITE OBSERVATIONS - April 13, 1992
 CN3194
 CN3194  HISTORY     - Date     Condition        Report By
 CN3194  HISTORY     - 1991     MONUMENTED       ALHD
 CN3194  HISTORY     - 19920413 GOOD
 CN3194
 CN3194                          STATION DESCRIPTION
 CN3194
 CN3194'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3194'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE NORTHWEST RIGHT OF WAY
 CN3194'OF ALA 21, ABOUT 3.70 MI (5.95 KM) SOUTHWEST OF BRAGGS AND ABOUT
 CN3194'16.20 MI (26.07 KM) WEST OF FORT DEPOSIT.
 CN3194'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST
 CN3194'122.00 ON ALA 21 AND MILE POST 23.85 ON ALA 97) IN HAYNEVILLE, DRIVE
 CN3194'SOUTHWEST ON ALA 21 FOR 18.10 MI (29.13 KM) TO MILE POST 103.90 AND
 CN3194'ALA 263 ON THE LEFT, CONTINUE SOUTHWEST ON ALA 21 FOR 3.80 MI
 CN3194'(6.12 KM) TO MILE POST 100.10 AND THE STATION ON THE RIGHT.
 CN3194'THE STATION IS 6.6 FT (2.0 M) SOUTHEAST OF A SIX-STRAND BARBED WIRE
 CN3194'FENCE ON OLD WOOD POSTS, 13.7 FT (4.2 M) SOUTH-SOUTHWEST OF A
 CN3194'CONCRETE WATER VALVE MARKER, 18.2 FT (5.5 M) SOUTHWEST OF A WATER
 CN3194'VALVE, 19.7 FT (6.0 M) SOUTH-SOUTHWEST OF A FENCE CORNER, 22.0 FT
 CN3194'(6.7 M) SOUTH-SOUTHWEST OF A CONCRETE WATER VALVE MARKER, 24.0 FT
 CN3194'(7.3 M) SOUTHWEST OF A WATER VALVE, 27.9 FT (8.5 M) NORTHEAST OF A
 CN3194'CONCRETE WATER VALVE MARKER, 29.0 FT (8.8 M) NORTHEAST OF A WATER
 CN3194'VALVE, 29.8 FT (9.1 M) NORTHEAST OF A CONCRETE WATER VALVE MARKER,
 CN3194'30.2 FT (9.2 M) NORTHEAST OF A WATER VALVE, 44.8 FT (13.7 M)
 CN3194'SOUTHWEST OF A STOP SIGN, 53.7 FT (16.4 M) NORTHWEST OF THE CENTERLINE
 CN3194'OF ALA 21, 71.0 FT (21.6 M) WEST OF THE CENTER OF THE INTERSECTION,
 CN3194'6.5 FT (2.0 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 CN3194'FLUSH WITH THE GROUND.
 CN3194'STATION 43-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3194
 CN3194                          STATION RECOVERY (1992)
 CN3194
 CN3194'RECOVERED 1992
 CN3194'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3195 ***********************************************************************
 CN3195  DESIGNATION -  43 7
 CN3195  PID         -  CN3195
 CN3195  STATE/COUNTY-  AL/LOWNDES
 CN3195  USGS QUAD   -  COLLIRENE (1987)
 CN3195
 CN3195                         *CURRENT SURVEY CONTROL
 CN3195  ___________________________________________________________________
 CN3195* NAD 83(1992)-  32 09 05.82979(N)    086 46 58.10581(W)     ADJUSTED  
 CN3195* NAVD 88     -        77.1    (meters)     253.     (feet)  VERTCON   
 CN3195  ___________________________________________________________________
 CN3195  X           -     303,344.228 (meters)                     COMP
 CN3195  Y           -  -5,396,653.225 (meters)                     COMP
 CN3195  Z           -   3,374,704.085 (meters)                     COMP
 CN3195  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 CN3195  ELLIP HEIGHT-          49.61  (meters)          (07/29/02) GPS OBS
 CN3195  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CN3195
 CN3195  HORZ ORDER  -  FIRST
 CN3195  ELLP ORDER  -  FOURTH    CLASS I
 CN3195
 CN3195.The horizontal coordinates were established by GPS observations
 CN3195.and adjusted by the National Geodetic Survey in December 1992..
 CN3195
 CN3195.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3195.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3195
 CN3195.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3195
 CN3195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3195
 CN3195.The ellipsoidal height was determined by GPS observations
 CN3195.and is referenced to NAD 83.
 CN3195
 CN3195.The geoid height was determined by GEOID03.
 CN3195
 CN3195;                    North         East     Units Scale Factor Converg.
 CN3195;SPC AL W     -   238,761.263   667,654.307   MT  0.99998976   +0 22 54.0
 CN3195;UTM  16      - 3,557,262.418   520,481.214   MT  0.99960517   +0 06 56.1
 CN3195
 CN3195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3195!SPC AL W     -   0.99999221  x   0.99998976  =   0.99998197
 CN3195!UTM  16      -   0.99999221  x   0.99960517  =   0.99959738
 CN3195
 CN3195                          SUPERSEDED SURVEY CONTROL
 CN3195
 CN3195  ELLIP H (12/04/92)   49.69   (m)                       GP(       ) 4 1
 CN3195  NAD 83(1986)-  32 09 05.84000(N)    086 46 58.11052(W) AD(       ) 1
 CN3195  NGVD 29 (12/04/92)   77.1    (m)          253.     (f) GPS OBS        
 CN3195
 CN3195.Superseded values are not recommended for survey control.
 CN3195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3195.See file dsdata.txt to determine how the superseded data were derived.
 CN3195
 CN3195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2048157262(NAD 83)
 CN3195_MARKER: DD = SURVEY DISK
 CN3195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3195_SP_SET: CONCRETE POST
 CN3195_STAMPING: 43-7 1991
 CN3195_MARK LOGO: ALHD  
 CN3195_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3195+STABILITY: SURFACE MOTION
 CN3195_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3195+SATELLITE: SATELLITE OBSERVATIONS - March 16, 1992
 CN3195
 CN3195  HISTORY     - Date     Condition        Report By
 CN3195  HISTORY     - 1991     MONUMENTED       ALHD
 CN3195  HISTORY     - 19920316 GOOD
 CN3195
 CN3195                          STATION DESCRIPTION
 CN3195
 CN3195'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3195'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CN3195'OF LOWNDES COUNTY ROAD NO. 12, ABOUT 6.80 MI (10.94 KM) SOUTHWEST OF
 CN3195'MOSSES AND ABOUT 12.80 MI (20.60 KM) SOUTH OF WHITEHALL.
 CN3195'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST
 CN3195'122.00 ON ALA 21 AND MILE POST 23.85 ON ALA 97) IN HAYNEVILLE, DRIVE
 CN3195'SOUTHWEST ON ALA 21 FOR 6.10 MI (9.82 KM) TO MILE POST 115.90 AND
 CN3195'LOWNDES COUNTY ROAD NO. 12 ON THE RIGHT, TURN RIGHT ON LOWNDES COUNTY
 CN3195'ROAD NO. 12 AND DRIVE WEST AND NORTH FOR 6.05 MI (9.74 KM) TO LOWNDES
 CN3195'COUNTY ROAD NO. 12 ON THE LEFT AND LOWNDES COUNTY ROAD NO. 17 AHEAD,
 CN3195'TURN LEFT ON LOWNDES COUNTY ROAD NO. 12 AND DRIVE WEST FOR 3.25 MI
 CN3195'(5.23 KM) TO THE STATION ON THE LEFT.
 CN3195'THE STATION IS 6.0 FT (1.8 M) NORTHWEST OF A NINE-STRAND BARBED WIRE
 CN3195'FENCE ON OLD TREATED WOOD POSTS, 45.2 FT (13.8 M) SOUTHEAST OF THE
 CN3195'CENTERLINE OF LOWNDES COUNTY ROAD NO. 12, 180.0 FT (54.9 M)
 CN3195'WEST-SOUTHWEST OF TRANSFORMER POWER POLE NO. 14 9, 5.7 FT (1.7 M)
 CN3195'NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3195'GROUND.
 CN3195'STATION 43-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3195
 CN3195                          STATION RECOVERY (1992)
 CN3195
 CN3195'RECOVERED 1992
 CN3195'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3196 ***********************************************************************
 CN3196  DESIGNATION -  43 8
 CN3196  PID         -  CN3196
 CN3196  STATE/COUNTY-  AL/LOWNDES
 CN3196  USGS QUAD   -  COLLIRENE (1987)
 CN3196
 CN3196                         *CURRENT SURVEY CONTROL
 CN3196  ___________________________________________________________________
 CN3196* NAD 83(1992)-  32 09 11.48186(N)    086 46 37.99061(W)     ADJUSTED  
 CN3196* NAVD 88     -        78.2    (meters)     257.     (feet)  VERTCON   
 CN3196  ___________________________________________________________________
 CN3196  X           -     303,865.356 (meters)                     COMP
 CN3196  Y           -  -5,396,531.999 (meters)                     COMP
 CN3196  Z           -   3,374,852.043 (meters)                     COMP
 CN3196  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 CN3196  ELLIP HEIGHT-          50.66  (meters)          (07/29/02) GPS OBS
 CN3196  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CN3196
 CN3196  HORZ ORDER  -  FIRST
 CN3196  ELLP ORDER  -  FOURTH    CLASS I
 CN3196
 CN3196.The horizontal coordinates were established by GPS observations
 CN3196.and adjusted by the National Geodetic Survey in December 1992..
 CN3196
 CN3196.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3196.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3196
 CN3196.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3196
 CN3196.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3196
 CN3196.The ellipsoidal height was determined by GPS observations
 CN3196.and is referenced to NAD 83.
 CN3196
 CN3196.The geoid height was determined by GEOID03.
 CN3196
 CN3196;                    North         East     Units Scale Factor Converg.
 CN3196;SPC AL W     -   238,938.881   668,180.236   MT  0.99999064   +0 23 04.8
 CN3196;UTM  16      - 3,557,437.524   521,007.760   MT  0.99960544   +0 07 06.8
 CN3196
 CN3196!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3196!SPC AL W     -   0.99999205  x   0.99999064  =   0.99998269
 CN3196!UTM  16      -   0.99999205  x   0.99960544  =   0.99959749
 CN3196
 CN3196                          SUPERSEDED SURVEY CONTROL
 CN3196
 CN3196  ELLIP H (12/04/92)   50.74   (m)                       GP(       ) 4 1
 CN3196  NAD 83(1986)-  32 09 11.49206(N)    086 46 37.99531(W) AD(       ) 1
 CN3196  NGVD 29 (12/04/92)   78.1    (m)          256.     (f) GPS OBS        
 CN3196
 CN3196.Superseded values are not recommended for survey control.
 CN3196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3196.See file dsdata.txt to determine how the superseded data were derived.
 CN3196
 CN3196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA2100857438(NAD 83)
 CN3196_MARKER: DD = SURVEY DISK
 CN3196_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3196_SP_SET: CONCRETE POST
 CN3196_STAMPING: 43-8 1991
 CN3196_MARK LOGO: ALHD  
 CN3196_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3196_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3196+STABILITY: SURFACE MOTION
 CN3196_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3196+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 CN3196
 CN3196  HISTORY     - Date     Condition        Report By
 CN3196  HISTORY     - 1991     MONUMENTED       ALHD
 CN3196  HISTORY     - 19920413 GOOD
 CN3196  HISTORY     - 20050629 GOOD             ALDOT
 CN3196
 CN3196                          STATION DESCRIPTION
 CN3196
 CN3196'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3196'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CN3196'OF LOWNDES COUNTY ROAD NO. 12, ABOUT 6.45 MI (10.38 KM) SOUTHWEST OF
 CN3196'MOSSES AND ABOUT 12.50 MI (20.12 KM) SOUTH OF WHITEHALL.
 CN3196'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 97 (MILE POST
 CN3196'122.00 ON ALA 21 AND MILE POST 23.85 ON ALA 97) IN HAYNEVILLE, DRIVE
 CN3196'SOUTHWEST ON ALA 21 FOR 6.10 MI (9.82 KM) TO MILE POST 115.90 AND
 CN3196'LOWNDES COUNTY ROAD NO. 12 ON THE RIGHT, TURN RIGHT ON LOWNDES COUNTY
 CN3196'ROAD NO. 12 AND DRIVE WEST AND NORTH FOR 6.05 MI (9.74 KM) TO LOWNDES
 CN3196'COUNTY ROAD NO. 12 ON THE LEFT AND LOWNDES COUNTY ROAD NO. 17 AHEAD,
 CN3196'TURN LEFT ON LOWNDES COUNTY ROAD NO. 12 AND DRIVE WEST FOR 2.90 MI
 CN3196'(4.67 KM) TO THE STATION ON THE LEFT.
 CN3196'THE STATION IS 5.0 FT (1.5 M) NORTHWEST OF A NINE-STRAND BARBED WIRE
 CN3196'FENCE ON OLD WOOD POSTS, 39.4 FT (12.0 M) SOUTHEAST OF THE CENTERLINE
 CN3196'OF LOWNDES COUNTY ROAD NO. 12, 95.3 FT (29.0 M) EAST-NORTHEAST OF THE
 CN3196'EAST END OF AN 18-INCH CONCRETE PIPE UNDER A DRIVEWAY, 99.8 FT
 CN3196'(30.4 M) EAST-NORTHEAST OF THE EAST POST OF A GATE INTO A TELEVISION
 CN3196'TOWER, 107.5 FT (32.8 M) EAST-NORTHEAST OF THE CENTER OF A GRAVEL
 CN3196'DRIVEWAY TO A TELEVISION TOWER, 5.0 FT (1.5 M) NORTH-NORTHWEST OF A
 CN3196'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3196'STATION 43-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3196
 CN3196                          STATION RECOVERY (1992)
 CN3196
 CN3196'RECOVERED 1992
 CN3196'RECOVERED IN GOOD CONDITION.
 CN3196
 CN3196                          STATION RECOVERY (2005)
 CN3196
 CN3196'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3196'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2095 ***********************************************************************
 BU2095  DESIGNATION -  43 9
 BU2095  PID         -  BU2095
 BU2095  STATE/COUNTY-  AL/LOWNDES
 BU2095  USGS QUAD   -  FORT DEPOSIT (1986)
 BU2095
 BU2095                         *CURRENT SURVEY CONTROL
 BU2095  ___________________________________________________________________
 BU2095* NAD 83(1992)-  31 59 10.55681(N)    086 33 15.60157(W)     ADJUSTED  
 BU2095* NAVD 88     -       130.1    (meters)     427.     (feet)  VERTCON   
 BU2095  ___________________________________________________________________
 BU2095  X           -     325,449.343 (meters)                     COMP
 BU2095  Y           -  -5,405,163.371 (meters)                     COMP
 BU2095  Z           -   3,359,194.264 (meters)                     COMP
 BU2095  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BU2095  ELLIP HEIGHT-         102.80  (meters)          (07/29/02) GPS OBS
 BU2095  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BU2095
 BU2095  HORZ ORDER  -  FIRST
 BU2095  ELLP ORDER  -  FOURTH    CLASS I
 BU2095
 BU2095.The horizontal coordinates were established by GPS observations
 BU2095.and adjusted by the National Geodetic Survey in December 1992..
 BU2095
 BU2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2095
 BU2095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2095
 BU2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2095
 BU2095.The ellipsoidal height was determined by GPS observations
 BU2095.and is referenced to NAD 83.
 BU2095
 BU2095.The geoid height was determined by GEOID03.
 BU2095
 BU2095;                    North         East     Units Scale Factor Converg.
 BU2095;SPC AL W     -   220,592.106   689,368.127   MT  1.00003180   +0 30 03.5
 BU2095;UTM  16      - 3,539,000.098   542,102.019   MT  0.99962186   +0 14 09.9
 BU2095
 BU2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2095!SPC AL W     -   0.99998386  x   1.00003180  =   1.00001566
 BU2095!UTM  16      -   0.99998386  x   0.99962186  =   0.99960572
 BU2095
 BU2095:                Primary Azimuth Mark                     Grid Az
 BU2095:SPC AL W     -  43 10                                    083 34 13.3
 BU2095:UTM  16      -  43 10                                    083 50 06.9
 BU2095
 BU2095|---------------------------------------------------------------------|
 BU2095| PID    Reference Object                     Distance      Geod. Az  |
 BU2095|                                                           dddmmss.s |
 BU2095| BU2094 43 10                               473.039 METERS 0840416.8 |
 BU2095|---------------------------------------------------------------------|
 BU2095
 BU2095                          SUPERSEDED SURVEY CONTROL
 BU2095
 BU2095  ELLIP H (12/04/92)  102.87   (m)                       GP(       ) 4 1
 BU2095  NAD 83(1986)-  31 59 10.56574(N)    086 33 15.60379(W) AD(       ) 1
 BU2095  NGVD 29 (12/04/92)  130.1    (m)          427.     (f) GPS OBS        
 BU2095
 BU2095.Superseded values are not recommended for survey control.
 BU2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2095.See file dsdata.txt to determine how the superseded data were derived.
 BU2095
 BU2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4210239000(NAD 83)
 BU2095_MARKER: DD = SURVEY DISK
 BU2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2095_SP_SET: CONCRETE POST
 BU2095_STAMPING: 43-9 1991
 BU2095_MARK LOGO: ALHD  
 BU2095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2095+STABILITY: SURFACE MOTION
 BU2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2095+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1993
 BU2095
 BU2095  HISTORY     - Date     Condition        Report By
 BU2095  HISTORY     - 1991     MONUMENTED       ALHD
 BU2095  HISTORY     - 19920414 GOOD
 BU2095  HISTORY     - 19931019 GOOD             ALHD
 BU2095
 BU2095                          STATION DESCRIPTION
 BU2095
 BU2095'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2095'THE STATION IS LOCATED IN LOWNDES COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2095'ALA 185, ABOUT 0.80 MI (1.29 KM) EAST OF FORT DEPOSIT AND 10.65 MI
 BU2095'(17.14 KM) SOUTH-SOUTHWEST OF LETOHATCHEE.
 BU2095'TO REACH THE STATION FROM EXIT 142 ON I-65 (MILE POST 20.55 ON ALA
 BU2095'185), DRIVE WEST ON ALA 185 FOR 1.50 MI (2.41 KM) TO MILE POST 19.05
 BU2095'AND THE STATION ON THE LEFT.
 BU2095'THE STATION IS LOCATED IN FRONT OF THREE CONNECTED POSTS IN THE FENCE
 BU2095'LINE, 3.2 FT (1.0 M) NORTH OF A HOG WIRE FENCE WITH TWO STRANDS OF
 BU2095'BARBED WIRE, 37.0 FT (11.3 M) SOUTH OF THE CENTERLINE OF ALA 185,
 BU2095'50.4 FT (15.4 M) EAST OF A SMALL TELEPHONE CABLE PEDESTAL, 91.8 FT
 BU2095'(28.0 M) SOUTH-SOUTHWEST OF A POWER POLE ACROSS ALA 185, 2.4 FT
 BU2095'(0.7 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2095'GROUND.
 BU2095'STATION 43-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2095
 BU2095                          STATION RECOVERY (1992)
 BU2095
 BU2095'RECOVERED 1992
 BU2095'RECOVERED IN GOOD CONDITION.
 BU2095
 BU2095                          STATION RECOVERY (1993)
 BU2095
 BU2095'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2377 ***********************************************************************
 CM2377  DESIGNATION -  44 1
 CM2377  PID         -  CM2377
 CM2377  STATE/COUNTY-  AL/MACON
 CM2377  USGS QUAD   -  WARRIORSTAND (1973)
 CM2377
 CM2377                         *CURRENT SURVEY CONTROL
 CM2377  ___________________________________________________________________
 CM2377* NAD 83(1992)-  32 20 34.10368(N)    085 34 11.52311(W)     ADJUSTED  
 CM2377* NAVD 88     -       116.2    (meters)     381.     (feet)  VERTCON   
 CM2377  ___________________________________________________________________
 CM2377  X           -     416,642.472 (meters)                     COMP
 CM2377  Y           -  -5,377,776.894 (meters)                     COMP
 CM2377  Z           -   3,392,655.793 (meters)                     COMP
 CM2377  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 CM2377  ELLIP HEIGHT-          88.45  (meters)          (07/29/02) GPS OBS
 CM2377  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CM2377
 CM2377  HORZ ORDER  -  FIRST
 CM2377  ELLP ORDER  -  FOURTH    CLASS I
 CM2377
 CM2377.The horizontal coordinates were established by GPS observations
 CM2377.and adjusted by the National Geodetic Survey in December 1992..
 CM2377
 CM2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2377
 CM2377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2377
 CM2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2377
 CM2377.The ellipsoidal height was determined by GPS observations
 CM2377.and is referenced to NAD 83.
 CM2377
 CM2377.The geoid height was determined by GEOID03.
 CM2377
 CM2377;                    North         East     Units Scale Factor Converg.
 CM2377;SPC AL E     -   204,346.793   224,801.684   MT  0.99996758   +0 08 27.4
 CM2377;UTM  16      - 3,579,332.946   634,584.666   MT  0.99982336   +0 45 54.8
 CM2377
 CM2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2377!SPC AL E     -   0.99998611  x   0.99996758  =   0.99995369
 CM2377!UTM  16      -   0.99998611  x   0.99982336  =   0.99980947
 CM2377
 CM2377:                Primary Azimuth Mark                     Grid Az
 CM2377:SPC AL E     -  44 2                                     340 01 16.8
 CM2377:UTM  16      -  44 2                                     339 23 49.4
 CM2377
 CM2377|---------------------------------------------------------------------|
 CM2377| PID    Reference Object                     Distance      Geod. Az  |
 CM2377|                                                           dddmmss.s |
 CM2377| CM2378 44 2                                400.649 METERS 3400944.2 |
 CM2377|---------------------------------------------------------------------|
 CM2377
 CM2377                          SUPERSEDED SURVEY CONTROL
 CM2377
 CM2377  ELLIP H (12/04/92)   88.50   (m)                       GP(       ) 4 1
 CM2377  NAD 83(1986)-  32 20 34.11131(N)    085 34 11.52076(W) AD(       ) 1
 CM2377  NGVD 29 (12/04/92)  116.2    (m)          381.     (f) GPS OBS        
 CM2377
 CM2377.Superseded values are not recommended for survey control.
 CM2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2377.See file dsdata.txt to determine how the superseded data were derived.
 CM2377
 CM2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3458579333(NAD 83)
 CM2377_MARKER: DD = SURVEY DISK
 CM2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2377_SP_SET: CONCRETE POST
 CM2377_STAMPING: 44 - 1 1989
 CM2377_MARK LOGO: ALHD  
 CM2377_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2377+STABILITY: SURFACE MOTION
 CM2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2377+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 CM2377
 CM2377  HISTORY     - Date     Condition        Report By
 CM2377  HISTORY     - 1989     MONUMENTED       ALHD
 CM2377  HISTORY     - 20050622 GOOD             ALDOT
 CM2377
 CM2377                          STATION DESCRIPTION
 CM2377
 CM2377'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2377'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTHEAST RIGHT OF WAY
 CM2377'OF MACON COUNTY ROAD NO. 10 ABOUT 14.24 KM (8.85 MI) SOUTHEAST OF
 CM2377'TUSKEGEE AND ABOUT 18.19 KM (11.30 MI) NORTHWEST OF HURTSBORO.
 CM2377'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND U.S
 CM2377'HIGHWAY 80 ON THE SOUTHEAST SIDE OF THE SQUARE IN TUSKEGEE, GO
 CM2377'SOUTHEAST ON U.S. 29 FOR 2.33 KM (1.45 MI) TO A POINT WHERE U.S. 29
 CM2377'MAKES A SHARP CURVE TO THE RIGHT AND MACON COUNTY ROAD NO. 26 GOES
 CM2377'STRAIGHT AHEAD, GO STRAIGHT AHEAD ON MACON COUNTY ROAD NO. 26 FOR 0.80
 CM2377'KM (0.50 MI) TO MACON COUNTY ROAD NO. 10 ON THE RIGHT, TURN RIGHT ON
 CM2377'MACON COUNTY ROAD NO.10 AND GO SOUTHEASTERLY FOR 12.70 KM (7.90 MI) TO
 CM2377'THE STATION ON THE LEFT.
 CM2377'THE STATION IS 11.06 M (36.3 FT) EAST-NORTHEAST OF THE CENTERLINE OF
 CM2377'MACON COUNTY ROAD NO. 10, 0.82 M (2.7 FT) WEST-SOUTHWEST OF A 5 STRAND
 CM2377'BARBED WIRE FENCE, 3.35 M (11.0 FT) NORTH-NORTHWEST OF THE NORTH GATE
 CM2377'POST, 5.49 M (18.0 FT) NORTH-NORTHWEST OF THE CENTER OF A GRAVEL
 CM2377'DRIVEWAY EAST TO A WHITE CONCRETE BLOCK HOUSE, 0.75 M (2.5 FT) WEST OF
 CM2377'A CARSONITE WITNESS POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR
 CM2377'DRIVEN FLUSH WITH THE GROUND, AND SET FLUSH WITH THE GROUND.
 CM2377'STATION 44 - 2 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2377
 CM2377                          STATION RECOVERY (2005)
 CM2377
 CM2377'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CM2377'ADD TO DESCRIPTION   MARK IS 7.6' NORTH-NORTHWEST OF A WATER METER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2428 ***********************************************************************
 AA2428  DESIGNATION -  44 10
 AA2428  PID         -  AA2428
 AA2428  STATE/COUNTY-  AL/MACON
 AA2428  USGS QUAD   -  DAVISVILLE (1973)
 AA2428
 AA2428                         *CURRENT SURVEY CONTROL
 AA2428  ___________________________________________________________________
 AA2428* NAD 83(1992)-  32 15 14.78943(N)    085 44 10.95428(W)     ADJUSTED  
 AA2428* NAVD 88     -        89.1    (meters)     292.     (feet)  VERTCON   
 AA2428  ___________________________________________________________________
 AA2428  X           -     401,401.288 (meters)                     COMP
 AA2428  Y           -  -5,384,183.401 (meters)                     COMP
 AA2428  Z           -   3,384,327.182 (meters)                     COMP
 AA2428  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AA2428  ELLIP HEIGHT-          61.46  (meters)          (07/29/02) GPS OBS
 AA2428  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AA2428
 AA2428  HORZ ORDER  -  FIRST
 AA2428  ELLP ORDER  -  FOURTH    CLASS I
 AA2428
 AA2428.The horizontal coordinates were established by GPS observations
 AA2428.and adjusted by the National Geodetic Survey in November 1994..
 AA2428
 AA2428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2428
 AA2428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2428
 AA2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2428
 AA2428.The ellipsoidal height was determined by GPS observations
 AA2428.and is referenced to NAD 83.
 AA2428
 AA2428.The geoid height was determined by GEOID03.
 AA2428
 AA2428;                    North         East     Units Scale Factor Converg.
 AA2428;SPC AL E     -   194,484.858   209,136.064   MT  0.99996103   +0 03 06.3
 AA2428;UTM  16      - 3,569,302.786   619,029.857   MT  0.99977472   +0 40 28.0
 AA2428
 AA2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2428!SPC AL E     -   0.99999035  x   0.99996103  =   0.99995138
 AA2428!UTM  16      -   0.99999035  x   0.99977472  =   0.99976507
 AA2428
 AA2428:                Primary Azimuth Mark                     Grid Az
 AA2428:SPC AL E     -  44 11                                    293 43 36.7
 AA2428:UTM  16      -  44 11                                    293 06 15.0
 AA2428
 AA2428|---------------------------------------------------------------------|
 AA2428| PID    Reference Object                     Distance      Geod. Az  |
 AA2428|                                                           dddmmss.s |
 AA2428| AA2429 44 11                               APPROX. 0.5 KM 2934643.0 |
 AA2428|---------------------------------------------------------------------|
 AA2428
 AA2428                          SUPERSEDED SURVEY CONTROL
 AA2428
 AA2428  ELLIP H (11/30/94)   61.53   (m)                       GP(       ) 4 1
 AA2428  NGVD 29 (11/30/94)   89.0    (m)          292.     (f) GPS OBS        
 AA2428
 AA2428.Superseded values are not recommended for survey control.
 AA2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2428.See file dsdata.txt to determine how the superseded data were derived.
 AA2428
 AA2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1903069303(NAD 83)
 AA2428_MARKER: DD = SURVEY DISK
 AA2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2428_SP_SET: CONCRETE POST
 AA2428_STAMPING: 44-10 1992
 AA2428_MARK LOGO: ALHD  
 AA2428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2428+STABILITY: SURFACE MOTION
 AA2428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2428+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2428
 AA2428  HISTORY     - Date     Condition        Report By
 AA2428  HISTORY     - 1992     MONUMENTED       ALHD
 AA2428
 AA2428                          STATION DESCRIPTION
 AA2428
 AA2428'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2428'THE STATION IS LOCATED IN MACON COUNTY IN THE NORTHEAST QUADRANT OF
 AA2428'THE INTERSECTION OF MACON COUNTY ROAD NO. 2 AND A GRAVEL ROAD, ABOUT
 AA2428'1.65 MI (2.66 KM) NORTHWEST OF FORT DAVIS AND ABOUT 11.85 MI (19.07
 AA2428'KM) SOUTH-SOUTHWEST OF TUSKEGEE. TO REACH THE STATION FROM THE
 AA2428'JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 IN TUSKEGEE, (MILE POST 164.75
 AA2428'ON U.S. 29, MILE POST 176.75 ON U.S. 80 AND MILE POST 0.00 ON ALA 81),
 AA2428'DRIVE SOUTH ON U.S. 29 FOR 14.20 MI (22.85 KM) TO MILE POST 150.55 AND
 AA2428'MACON COUNTY ROAD NO. 2 ON THE RIGHT, TURN RIGHT ON MACON COUNTY ROAD
 AA2428'NO. 2 AND DRIVE WESTERLY FOR 1.85 MI (2.98 KM) TO A GRAVEL ROAD ON THE
 AA2428'RIGHT AND THE STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF
 AA2428'MACON COUNTY ROAD NO. 2 AND THE GRAVEL ROAD. THE STATION IS 21.1 FT
 AA2428'(6.4 M) SOUTHEAST OF A WHITE CIRCULAR ST. MARK CHURCH, FORT DAVIS
 AA2428'SIGN, 42.4 FT (12.9 M) NORTH-NORTHEAST OF THE CENTERLINE OF MACON
 AA2428'COUNTY ROAD NO. 2, 55.0 FT (16.8 M) SOUTHEAST OF THE CENTER OF A
 AA2428'GRAVEL ROAD, 61.2 FT (18.7 M) NORTH OF A MACON COUNTY ROAD NO. 2 SIGN
 AA2428'ACROSS COUNTY ROAD NO. 2, 69.0 FT (21.0 M) EAST OF THE CENTER OF THE
 AA2428'INTERSECTION OF MACON COUNTY ROAD NO. 2 AND A GRAVEL ROAD, 77.2 FT
 AA2428'(23.5 M) SOUTHEAST OF A STOP SIGN, 2.2 FT (0.7 M) SOUTH OF A CARSONITE
 AA2428'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 44-11 1992 MAY BE
 AA2428'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2429 ***********************************************************************
 AA2429  DESIGNATION -  44 11
 AA2429  PID         -  AA2429
 AA2429  STATE/COUNTY-  AL/MACON
 AA2429  USGS QUAD   -  DAVISVILLE (1973)
 AA2429
 AA2429                         *CURRENT SURVEY CONTROL
 AA2429  ___________________________________________________________________
 AA2429* NAD 83(1992)-  32 15 21.44112(N)    085 44 28.72123(W)     ADJUSTED  
 AA2429* NAVD 88     -        87.1    (meters)     286.     (feet)  VERTCON   
 AA2429  ___________________________________________________________________
 AA2429  X           -     400,929.269 (meters)                     COMP
 AA2429  Y           -  -5,384,107.272 (meters)                     COMP
 AA2429  Z           -   3,384,499.422 (meters)                     COMP
 AA2429  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AA2429  ELLIP HEIGHT-          59.52  (meters)          (07/29/02) GPS OBS
 AA2429  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AA2429
 AA2429  HORZ ORDER  -  FIRST
 AA2429  ELLP ORDER  -  FOURTH    CLASS I
 AA2429
 AA2429.The horizontal coordinates were established by GPS observations
 AA2429.and adjusted by the National Geodetic Survey in November 1994..
 AA2429
 AA2429.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2429
 AA2429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2429
 AA2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2429
 AA2429.The ellipsoidal height was determined by GPS observations
 AA2429.and is referenced to NAD 83.
 AA2429
 AA2429.The geoid height was determined by GEOID03.
 AA2429
 AA2429;                    North         East     Units Scale Factor Converg.
 AA2429;SPC AL E     -   194,689.333   208,670.849   MT  0.99996093   +0 02 56.8
 AA2429;UTM  16      - 3,569,502.156   618,562.535   MT  0.99977335   +0 40 18.6
 AA2429
 AA2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2429!SPC AL E     -   0.99999065  x   0.99996093  =   0.99995159
 AA2429!UTM  16      -   0.99999065  x   0.99977335  =   0.99976401
 AA2429
 AA2429:                Primary Azimuth Mark                     Grid Az
 AA2429:SPC AL E     -  44 10                                    113 43 36.8
 AA2429:UTM  16      -  44 10                                    113 06 15.0
 AA2429
 AA2429|---------------------------------------------------------------------|
 AA2429| PID    Reference Object                     Distance      Geod. Az  |
 AA2429|                                                           dddmmss.s |
 AA2429| AA2428 44 10                               APPROX. 0.5 KM 1134633.6 |
 AA2429|---------------------------------------------------------------------|
 AA2429
 AA2429                          SUPERSEDED SURVEY CONTROL
 AA2429
 AA2429  ELLIP H (11/30/94)   59.59   (m)                       GP(       ) 4 1
 AA2429  NGVD 29 (11/30/94)   87.1    (m)          286.     (f) GPS OBS        
 AA2429
 AA2429.Superseded values are not recommended for survey control.
 AA2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2429.See file dsdata.txt to determine how the superseded data were derived.
 AA2429
 AA2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1856369502(NAD 83)
 AA2429_MARKER: DD = SURVEY DISK
 AA2429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2429_SP_SET: CONCRETE POST
 AA2429_STAMPING: 44-11 1992
 AA2429_MARK LOGO: ALHD  
 AA2429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2429+STABILITY: SURFACE MOTION
 AA2429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2429+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2429
 AA2429  HISTORY     - Date     Condition        Report By
 AA2429  HISTORY     - 1992     MONUMENTED       ALHD
 AA2429
 AA2429                          STATION DESCRIPTION
 AA2429
 AA2429'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2429'THE STATION IS LOCATED IN MACON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2429'MACON COUNTY ROAD NO. 2, ABOUT 2.05 MI (3.30 KM) NORTHWEST OF FORT
 AA2429'DAVIS AND ABOUT 11.90 MI (19.15 KM) SOUTH-SOUTHWEST OF TUSKEGEE. TO
 AA2429'REACH THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 IN
 AA2429'TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST 176.75 ON U.S. 80
 AA2429'AND MILE POST 0.00 ON ALA 81), DRIVE SOUTH ON U.S. 29 FOR 14.20 MI
 AA2429'(22.85 KM) TO MILE POST 150.55 AND MACON COUNTY ROAD NO. 2 ON THE
 AA2429'RIGHT, TURN RIGHT ON MACON COUNTY ROAD NO. 2 AND DRIVE WESTERLY FOR
 AA2429'2.15 MI (3.46 KM) AND THE STATION ON THE LEFT. THE STATION IS 40.7 FT
 AA2429'(12.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF MACON COUNTY ROAD NO. 2,
 AA2429'2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2429'THE GROUND. STATION 44-10 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2429'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2430 ***********************************************************************
 AA2430  DESIGNATION -  44 12
 AA2430  PID         -  AA2430
 AA2430  STATE/COUNTY-  AL/MACON
 AA2430  USGS QUAD   -  LOACHAPOKA (1983)
 AA2430
 AA2430                         *CURRENT SURVEY CONTROL
 AA2430  ___________________________________________________________________
 AA2430* NAD 83(1992)-  32 31 34.45239(N)    085 36 25.89893(W)     ADJUSTED  
 AA2430* NAVD 88     -       125.2    (meters)     411.     (feet)  VERTCON   
 AA2430  ___________________________________________________________________
 AA2430  X           -     412,303.810 (meters)                     COMP
 AA2430  Y           -  -5,367,176.247 (meters)                     COMP
 AA2430  Z           -   3,409,828.715 (meters)                     COMP
 AA2430  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AA2430  ELLIP HEIGHT-          96.74  (meters)          (07/29/02) GPS OBS
 AA2430  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AA2430
 AA2430  HORZ ORDER  -  FIRST
 AA2430  ELLP ORDER  -  FOURTH    CLASS I
 AA2430
 AA2430.The horizontal coordinates were established by GPS observations
 AA2430.and adjusted by the National Geodetic Survey in November 1994..
 AA2430
 AA2430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2430
 AA2430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2430
 AA2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2430
 AA2430.The ellipsoidal height was determined by GPS observations
 AA2430.and is referenced to NAD 83.
 AA2430
 AA2430.The geoid height was determined by GEOID03.
 AA2430
 AA2430;                    North         East     Units Scale Factor Converg.
 AA2430;SPC AL E     -   224,679.405   221,244.829   MT  0.99996556   +0 07 17.7
 AA2430;UTM  16      - 3,599,622.463   630,806.501   MT  0.99981099   +0 44 56.4
 AA2430
 AA2430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2430!SPC AL E     -   0.99998481  x   0.99996556  =   0.99995037
 AA2430!UTM  16      -   0.99998481  x   0.99981099  =   0.99979580
 AA2430
 AA2430|---------------------------------------------------------------------|
 AA2430| PID    Reference Object                     Distance      Geod. Az  |
 AA2430|                                                           dddmmss.s |
 AA2430| AA2431 44 13                               370.049 METERS 19840     |
 AA2430|---------------------------------------------------------------------|
 AA2430
 AA2430                          SUPERSEDED SURVEY CONTROL
 AA2430
 AA2430  ELLIP H (11/30/94)   96.84   (m)                       GP(       ) 4 1
 AA2430  NGVD 29 (11/30/94)  125.2    (m)          411.     (f) GPS OBS        
 AA2430
 AA2430.Superseded values are not recommended for survey control.
 AA2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2430.See file dsdata.txt to determine how the superseded data were derived.
 AA2430
 AA2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3080799622(NAD 83)
 AA2430_MARKER: DD = SURVEY DISK
 AA2430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2430_SP_SET: CONCRETE POST
 AA2430_STAMPING: 44-12 1992
 AA2430_MARK LOGO: ALHD  
 AA2430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2430+STABILITY: SURFACE MOTION
 AA2430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2430+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2430
 AA2430  HISTORY     - Date     Condition        Report By
 AA2430  HISTORY     - 1992     MONUMENTED       ALHD
 AA2430
 AA2430                          STATION DESCRIPTION
 AA2430
 AA2430'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2430'THE STATION IS LOCATED IN MACON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2430'MACON COUNTY ROAD NO. 53, ABOUT 4.30 MI (6.92 KM) SOUTHEAST OF
 AA2430'NOTASULGA AND ABOUT 4.65 MI (7.48 KM) NORTHEAST OF TUSKEGEE. TO REACH
 AA2430'THE STATION FROM EXIT 42 ON I-85 (MILE POST 0.00 ON ALA 186), AND
 AA2430'MACON COUNTY ROAD NO. 53, DRIVE NORTHEAST ON MACON COUNTY ROAD NO. 53
 AA2430'FOR 3.60 MI (5.79 KM) TO THE STATION ON THE LEFT. THE STATION IS 24.4
 AA2430'FT (7.4 M) NORTH-NORTHWEST OF A MACON COUNTY ROAD NO. 87 RIGHT SIGN,
 AA2430'28.7 FT (8.7 M) WEST OF THE CENTERLINE OF MACON COUNTY ROAD NO. 53,
 AA2430'50.0 FT (15.2 M) WEST-NORTHWEST OF A MACON COUNTY ROAD NO. 53 SIGN
 AA2430'ACROSS MACON COUNTY ROAD NO. 53, 55.7 FT (17.0 M) SOUTH OF A JUNCTION
 AA2430'POWER POLE, 104.5 FT (31.9 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 AA2430'MACON COUNTY ROAD NO. 87, 122.5 FT (37.3 M) NORTH OF THE CENTER OF THE
 AA2430'INTERSECTION OF MACON COUNTY ROADS NO. 53 AND 87, 2.0 FT (0.6 M) EAST
 AA2430'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2430'44-13 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2431 ***********************************************************************
 AA2431  DESIGNATION -  44 13
 AA2431  PID         -  AA2431
 AA2431  STATE/COUNTY-  AL/MACON
 AA2431  USGS QUAD   -  LOACHAPOKA (1983)
 AA2431
 AA2431                         *CURRENT SURVEY CONTROL
 AA2431  ___________________________________________________________________
 AA2431* NAD 83(1992)-  32 31 23.07158(N)    085 36 30.43766(W)     ADJUSTED  
 AA2431* NAVD 88     -       128.0    (meters)     420.     (feet)  VERTCON   
 AA2431  ___________________________________________________________________
 AA2431  X           -     412,200.326 (meters)                     COMP
 AA2431  Y           -  -5,367,375.649 (meters)                     COMP
 AA2431  Z           -   3,409,534.643 (meters)                     COMP
 AA2431  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA2431  ELLIP HEIGHT-          99.58  (meters)          (07/29/02) GPS OBS
 AA2431  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AA2431
 AA2431  HORZ ORDER  -  FIRST
 AA2431  ELLP ORDER  -  FOURTH    CLASS I
 AA2431
 AA2431.The horizontal coordinates were established by GPS observations
 AA2431.and adjusted by the National Geodetic Survey in November 1994..
 AA2431
 AA2431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2431
 AA2431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2431
 AA2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2431
 AA2431.The ellipsoidal height was determined by GPS observations
 AA2431.and is referenced to NAD 83.
 AA2431
 AA2431.The geoid height was determined by GEOID03.
 AA2431
 AA2431;                    North         East     Units Scale Factor Converg.
 AA2431;SPC AL E     -   224,328.587   221,127.126   MT  0.99996550   +0 07 15.3
 AA2431;UTM  16      - 3,599,270.432   630,692.664   MT  0.99981062   +0 44 53.7
 AA2431
 AA2431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2431!SPC AL E     -   0.99998437  x   0.99996550  =   0.99994987
 AA2431!UTM  16      -   0.99998437  x   0.99981062  =   0.99979499
 AA2431
 AA2431|---------------------------------------------------------------------|
 AA2431| PID    Reference Object                     Distance      Geod. Az  |
 AA2431|                                                           dddmmss.s |
 AA2431| AA2430 44 12                               370.049 METERS 01840     |
 AA2431|---------------------------------------------------------------------|
 AA2431
 AA2431                          SUPERSEDED SURVEY CONTROL
 AA2431
 AA2431  ELLIP H (11/30/94)   99.67   (m)                       GP(       ) 4 1
 AA2431  NGVD 29 (11/30/94)  128.0    (m)          420.     (f) GPS OBS        
 AA2431
 AA2431.Superseded values are not recommended for survey control.
 AA2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2431.See file dsdata.txt to determine how the superseded data were derived.
 AA2431
 AA2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3069399270(NAD 83)
 AA2431_MARKER: DD = SURVEY DISK
 AA2431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2431_SP_SET: CONCRETE POST
 AA2431_STAMPING: 44-13 1992
 AA2431_MARK LOGO: ALHD  
 AA2431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2431+STABILITY: SURFACE MOTION
 AA2431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2431+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2431
 AA2431  HISTORY     - Date     Condition        Report By
 AA2431  HISTORY     - 1992     MONUMENTED       ALHD
 AA2431
 AA2431                          STATION DESCRIPTION
 AA2431
 AA2431'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2431'THE STATION IS LOCATED IN MACON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2431'MACON COUNTY ROAD NO. 53, ABOUT 4.35 MI (7.00 KM) SOUTHEAST OF
 AA2431'NOTASULGA AND ABOUT 4.30 MI (6.92 KM) NORTHEAST OF TUSKEGEE. TO REACH
 AA2431'THE STATION FROM EXIT 42 ON I-85 (MILE POST 0.00 ON ALA 186), AND
 AA2431'MACON COUNTY ROAD NO. 53, DRIVE NORTHEAST ON MACON COUNTY ROAD NO. 53
 AA2431'FOR 3.35 MI (5.39 KM) TO THE STATION ON THE LEFT. THE STATION IS 31.8
 AA2431'FT (9.7 M) WEST-NORTHWEST OF THE CENTERLINE OF MACON COUNTY ROAD NO.
 AA2431'53, 41.1 FT (12.5 M) SOUTH OF JUNCTION POWER POLE NO. 25, 77.5 FT
 AA2431'(23.6 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 94.4 FT
 AA2431'(28.8 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 306 2 ACROSS MACON
 AA2431'COUNTY ROAD NO. 53, 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST,
 AA2431'AND SET FLUSH WITH THE GROUND. STATION 44-12 1992 MAY BE USED AS AN
 AA2431'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2432 ***********************************************************************
 AA2432  DESIGNATION -  44 14
 AA2432  PID         -  AA2432
 AA2432  STATE/COUNTY-  AL/MACON
 AA2432  USGS QUAD   -  NOTASULGA (1971)
 AA2432
 AA2432                         *CURRENT SURVEY CONTROL
 AA2432  ___________________________________________________________________
 AA2432* NAD 83(1992)-  32 32 12.38171(N)    085 44 38.54666(W)     ADJUSTED  
 AA2432* NAVD 88     -       125.8    (meters)     413.     (feet)  VERTCON   
 AA2432  ___________________________________________________________________
 AA2432  X           -     399,436.956 (meters)                     COMP
 AA2432  Y           -  -5,367,519.493 (meters)                     COMP
 AA2432  Z           -   3,410,814.050 (meters)                     COMP
 AA2432  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AA2432  ELLIP HEIGHT-          97.21  (meters)          (07/29/02) GPS OBS
 AA2432  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AA2432
 AA2432  HORZ ORDER  -  FIRST
 AA2432  ELLP ORDER  -  FOURTH    CLASS I
 AA2432
 AA2432.The horizontal coordinates were established by GPS observations
 AA2432.and adjusted by the National Geodetic Survey in November 1994..
 AA2432
 AA2432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2432
 AA2432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2432
 AA2432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2432
 AA2432.The ellipsoidal height was determined by GPS observations
 AA2432.and is referenced to NAD 83.
 AA2432
 AA2432.The geoid height was determined by GEOID03.
 AA2432
 AA2432;                    North         East     Units Scale Factor Converg.
 AA2432;SPC AL E     -   225,828.724   208,387.678   MT  0.99996087   +0 02 52.9
 AA2432;UTM  16      - 3,600,630.736   617,939.748   MT  0.99977152   +0 40 32.1
 AA2432
 AA2432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2432!SPC AL E     -   0.99998474  x   0.99996087  =   0.99994561
 AA2432!UTM  16      -   0.99998474  x   0.99977152  =   0.99975626
 AA2432
 AA2432|---------------------------------------------------------------------|
 AA2432| PID    Reference Object                     Distance      Geod. Az  |
 AA2432|                                                           dddmmss.s |
 AA2432| AA2433 44 15                               399.357 METERS 18307     |
 AA2432|---------------------------------------------------------------------|
 AA2432
 AA2432                          SUPERSEDED SURVEY CONTROL
 AA2432
 AA2432  ELLIP H (11/30/94)   97.31   (m)                       GP(       ) 4 1
 AA2432  NGVD 29 (11/30/94)  125.8    (m)          413.     (f) GPS OBS        
 AA2432
 AA2432.Superseded values are not recommended for survey control.
 AA2432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2432.See file dsdata.txt to determine how the superseded data were derived.
 AA2432
 AA2432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1794000631(NAD 83)
 AA2432_MARKER: DD = SURVEY DISK
 AA2432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2432_SP_SET: CONCRETE POST
 AA2432_STAMPING: 44-14 1992
 AA2432_MARK LOGO: ALHD  
 AA2432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2432+STABILITY: SURFACE MOTION
 AA2432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2432+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2432
 AA2432  HISTORY     - Date     Condition        Report By
 AA2432  HISTORY     - 1992     MONUMENTED       ALHD
 AA2432
 AA2432                          STATION DESCRIPTION
 AA2432
 AA2432'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2432'THE STATION IS LOCATED IN MACON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2432'MACON COUNTY ROAD NO. 31, ABOUT 4.45 MI (7.16 KM) WEST-SOUTHWEST OF
 AA2432'NOTASULGA AND ABOUT 8.50 MI (13.68 KM) NORTH-NORTHWEST OF TUSKEGEE. TO
 AA2432'REACH THE STATION FROM EXIT 38 ON I-85, (MILE POST 3.75 ON ALA 81),
 AA2432'DRIVE NORTH ON ALA 81 FOR 1.35 MI (2.17 KM) TO MILE POST 5.10 AND
 AA2432'MACON COUNTY ROAD NO. 55 ON THE LEFT, TURN LEFT ON MACON COUNTY ROAD
 AA2432'NO. 55 AND DRIVE NORTHWEST FOR 0.20 MI (0.32 KM) TO A RAILROAD GRADE
 AA2432'CROSSING, CONTINUE NORTHWEST ON MACON COUNTY ROAD NO. 55 FOR 1.95 MI
 AA2432'(3.14 KM) TO MACON COUNTY ROAD NO. 52 ON THE LEFT, TURN LEFT ON MACON
 AA2432'COUNTY ROAD NO. 52 AND DRIVE WEST FOR 1.25 MI (2.01 KM) TO MACON
 AA2432'COUNTY ROAD NO. 37 LEFT AND RIGHT, TURN LEFT ON MACON COUNTY ROAD NO.
 AA2432'37 AND DRIVE WEST FOR 0.55 MI (0.89 KM) TO MACON COUNTY ROAD NO. 31 ON
 AA2432'THE RIGHT, TURN RIGHT ON MACON COUNTY ROAD NO. 31 AND DRIVE NORTH FOR
 AA2432'1.00 MI (1.61 KM) TO A CROSSROADS WITH A GRAVEL ROAD LEFT AND RIGHT,
 AA2432'CONTINUE NORTH ON MACON COUNTY ROAD NO. 31 FOR 0.40 MI (0.64 KM) TO
 AA2432'THE STATION ON THE LEFT. THE STATION IS 8.2 FT (2.5 M) EAST OF A FOUR
 AA2432'STRAND BARBED WIRE FENCE ON WOOD POST, 25.0 FT (7.6 M) WEST OF THE
 AA2432'CENTERLINE OF MACON COUNTY ROAD NO. 31, 7.6 FT (2.3 M) EAST OF A
 AA2432'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 44-15
 AA2432'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2433 ***********************************************************************
 AA2433  DESIGNATION -  44 15
 AA2433  PID         -  AA2433
 AA2433  STATE/COUNTY-  AL/MACON
 AA2433  USGS QUAD   -  NOTASULGA (1971)
 AA2433
 AA2433                         *CURRENT SURVEY CONTROL
 AA2433  ___________________________________________________________________
 AA2433* NAD 83(1992)-  32 31 59.43656(N)    085 44 39.37712(W)     ADJUSTED  
 AA2433* NAVD 88     -       120.8    (meters)     396.     (feet)  VERTCON   
 AA2433  ___________________________________________________________________
 AA2433  X           -     399,430.951 (meters)                     COMP
 AA2433  Y           -  -5,367,730.815 (meters)                     COMP
 AA2433  Z           -   3,410,475.196 (meters)                     COMP
 AA2433  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AA2433  ELLIP HEIGHT-          92.26  (meters)          (07/29/02) GPS OBS
 AA2433  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AA2433
 AA2433  HORZ ORDER  -  FIRST
 AA2433  ELLP ORDER  -  FOURTH    CLASS I
 AA2433
 AA2433.The horizontal coordinates were established by GPS observations
 AA2433.and adjusted by the National Geodetic Survey in November 1994..
 AA2433
 AA2433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2433
 AA2433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2433
 AA2433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2433
 AA2433.The ellipsoidal height was determined by GPS observations
 AA2433.and is referenced to NAD 83.
 AA2433
 AA2433.The geoid height was determined by GEOID03.
 AA2433
 AA2433;                    North         East     Units Scale Factor Converg.
 AA2433;SPC AL E     -   225,429.952   208,366.342   MT  0.99996086   +0 02 52.4
 AA2433;UTM  16      - 3,600,231.830   617,922.784   MT  0.99977147   +0 40 31.4
 AA2433
 AA2433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2433!SPC AL E     -   0.99998551  x   0.99996086  =   0.99994638
 AA2433!UTM  16      -   0.99998551  x   0.99977147  =   0.99975699
 AA2433
 AA2433|---------------------------------------------------------------------|
 AA2433| PID    Reference Object                     Distance      Geod. Az  |
 AA2433|                                                           dddmmss.s |
 AA2433| AA2432 44 14                               399.357 METERS 00307     |
 AA2433|---------------------------------------------------------------------|
 AA2433
 AA2433                          SUPERSEDED SURVEY CONTROL
 AA2433
 AA2433  ELLIP H (11/30/94)   92.36   (m)                       GP(       ) 4 1
 AA2433  NGVD 29 (11/30/94)  120.8    (m)          396.     (f) GPS OBS        
 AA2433
 AA2433.Superseded values are not recommended for survey control.
 AA2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2433.See file dsdata.txt to determine how the superseded data were derived.
 AA2433
 AA2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1792300232(NAD 83)
 AA2433_MARKER: DD = SURVEY DISK
 AA2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2433_SP_SET: CONCRETE POST
 AA2433_STAMPING: 44-15 1992
 AA2433_MARK LOGO: ALHD  
 AA2433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2433+STABILITY: SURFACE MOTION
 AA2433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2433+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2433
 AA2433  HISTORY     - Date     Condition        Report By
 AA2433  HISTORY     - 1992     MONUMENTED       ALHD
 AA2433
 AA2433                          STATION DESCRIPTION
 AA2433
 AA2433'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2433'THE STATION IS LOCATED IN MACON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2433'MACON COUNTY ROAD NO. 31, ABOUT 4.65 MI (7.48 KM) WEST-SOUTHWEST OF
 AA2433'NOTASULGA AND ABOUT 8.20 MI (13.20 KM) NORTH-NORTHWEST OF TUSKEGEE. TO
 AA2433'REACH THE STATION FROM EXIT 38 ON I-85, (MILE POST 3.75 ON ALA 81),
 AA2433'DRIVE NORTH ON ALA 81 FOR 1.35 MI (2.17 KM) TO MILE POST 5.10 AND
 AA2433'MACON COUNTY ROAD NO. 55 ON THE LEFT, TURN LEFT ON MACON COUNTY ROAD
 AA2433'NO. 55 AND DRIVE NORTHWEST FOR 0.20 MI (0.32 KM) TO A RAILROAD GRADE
 AA2433'CROSSING, CONTINUE NORTHWEST ON MACON COUNTY ROAD NO. 55 FOR 1.95 MI
 AA2433'(3.14 KM) TO MACON COUNTY ROAD NO. 52 ON THE LEFT, TURN LEFT ON MACON
 AA2433'COUNTY ROAD NO. 52 AND DRIVE WEST FOR 1.25 MI (2.01 KM) TO MACON
 AA2433'COUNTY ROAD NO. 37 LEFT AND RIGHT, TURN LEFT ON MACON COUNTY ROAD NO.
 AA2433'37 AND DRIVE WEST FOR 0.55 MI (0.89 KM) TO MACON COUNTY ROAD NO. 31 ON
 AA2433'THE RIGHT, TURN RIGHT ON MACON COUNTY ROAD NO. 31 AND DRIVE NORTH FOR
 AA2433'1.00 MI (1.61 KM) TO A CROSSROADS WITH A GRAVEL ROAD LEFT AND RIGHT,
 AA2433'CONTINUE NORTH ON MACON COUNTY ROAD NO. 31 FOR 0.15 MI (0.24 KM) TO
 AA2433'THE STATION ON THE LEFT. THE STATION IS 4.6 FT (1.4 M) EAST OF A FOUR
 AA2433'STRAND BARBED WIRE FENCE ON WOOD POST, 6.8 FT (2.1 M) NORTHEAST OF A
 AA2433'TEN-INCH WOOD GATE POST, 12.8 FT (3.9 M) NORTH OF THE CENTER OF A
 AA2433'GRAVEL DRIVEWAY, 21.7 FT (6.6 M) NORTH OF A TEN-INCH WOOD GATE POST,
 AA2433'32.5 FT (9.9 M) WEST OF THE CENTERLINE OF MACON COUNTY ROAD NO. 31,
 AA2433'114.4 FT (34.9 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 28 1, 4.6 FT
 AA2433'(1.4 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2433'GROUND. STATION 44-14 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2434 ***********************************************************************
 AA2434  DESIGNATION -  44 16
 AA2434  PID         -  AA2434
 AA2434  STATE/COUNTY-  AL/MACON
 AA2434  USGS QUAD   -  TUSKEGEE (1983)
 AA2434
 AA2434                         *CURRENT SURVEY CONTROL
 AA2434  ___________________________________________________________________
 AA2434* NAD 83(1992)-  32 24 12.17213(N)    085 43 46.37479(W)     ADJUSTED  
 AA2434* NAVD 88     -       119.0    (meters)     390.     (feet)  VERTCON   
 AA2434  ___________________________________________________________________
 AA2434  X           -     401,385.549 (meters)                     COMP
 AA2434  Y           -  -5,375,332.458 (meters)                     COMP
 AA2434  Z           -   3,398,330.456 (meters)                     COMP
 AA2434  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AA2434  ELLIP HEIGHT-          90.83  (meters)          (07/29/02) GPS OBS
 AA2434  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AA2434
 AA2434  HORZ ORDER  -  FIRST
 AA2434  ELLP ORDER  -  FOURTH    CLASS I
 AA2434
 AA2434.The horizontal coordinates were established by GPS observations
 AA2434.and adjusted by the National Geodetic Survey in November 1994..
 AA2434
 AA2434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2434
 AA2434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2434
 AA2434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2434
 AA2434.The ellipsoidal height was determined by GPS observations
 AA2434.and is referenced to NAD 83.
 AA2434
 AA2434.The geoid height was determined by GEOID03.
 AA2434
 AA2434;                    North         East     Units Scale Factor Converg.
 AA2434;SPC AL E     -   211,038.074   209,763.383   MT  0.99996118   +0 03 20.2
 AA2434;UTM  16      - 3,585,858.777   619,476.786   MT  0.99977603   +0 40 51.2
 AA2434
 AA2434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2434!SPC AL E     -   0.99998574  x   0.99996118  =   0.99994692
 AA2434!UTM  16      -   0.99998574  x   0.99977603  =   0.99976177
 AA2434
 AA2434:                Primary Azimuth Mark                     Grid Az
 AA2434:SPC AL E     -  44 17                                    250 19 15.2
 AA2434:UTM  16      -  44 17                                    249 41 44.2
 AA2434
 AA2434|---------------------------------------------------------------------|
 AA2434| PID    Reference Object                     Distance      Geod. Az  |
 AA2434|                                                           dddmmss.s |
 AA2434| AA2435 44 17                               498.060 METERS 2502235.4 |
 AA2434|---------------------------------------------------------------------|
 AA2434
 AA2434                          SUPERSEDED SURVEY CONTROL
 AA2434
 AA2434  ELLIP H (11/30/94)   90.92   (m)                       GP(       ) 4 1
 AA2434  NGVD 29 (11/30/94)  119.0    (m)          390.     (f) GPS OBS        
 AA2434
 AA2434.Superseded values are not recommended for survey control.
 AA2434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2434.See file dsdata.txt to determine how the superseded data were derived.
 AA2434
 AA2434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1947785859(NAD 83)
 AA2434_MARKER: DD = SURVEY DISK
 AA2434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2434_SP_SET: CONCRETE POST
 AA2434_STAMPING: 44-16 1992
 AA2434_MARK LOGO: ALHD  
 AA2434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2434+STABILITY: SURFACE MOTION
 AA2434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2434+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2434
 AA2434  HISTORY     - Date     Condition        Report By
 AA2434  HISTORY     - 1992     MONUMENTED       ALHD
 AA2434
 AA2434                          STATION DESCRIPTION
 AA2434
 AA2434'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2434'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2434'U.S. 80, ABOUT 2.50 MI (4.02 KM) SOUTHWEST OF TUSKEGEE AND ABOUT 6.25
 AA2434'MI (10.06 KM) NORTHWEST OF DAVISVILLE. TO REACH THE STATION FROM THE
 AA2434'JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 IN TUSKEGEE, (MILE POST 164.75
 AA2434'ON U.S. 29, MILE POST 176.75 ON U.S. 80 AND MILE POST 0.00 ON ALA 81),
 AA2434'DRIVE SOUTHWEST ON U.S. 80 FOR 2.75 MI (4.43 KM) TO MILE POST 173.95
 AA2434'AND THE STATION ON THE RIGHT. THE STATION IS 20.1 FT (6.1 M) WEST OF A
 AA2434'YELLOW WARNING GAS PIPELINE WITNESS POST, 57.2 FT (17.4 M) NORTH OF
 AA2434'THE CENTERLINE OF THE WEST BOUND LANES OF U.S. 80, 68.7 FT (20.9 M)
 AA2434'EAST-NORTHEAST OF A POWER POLE WITH A SECURITY LIGHT, 84.0 FT (25.6 M)
 AA2434'WEST OF THE CENTER OF A WATER METER, 97.3 FT (29.7 M) WEST OF A POWER
 AA2434'POLE WITH A SECURITY LIGHT, 142.6 FT (43.5 M) EAST OF THE CENTER OF
 AA2434'THE EAST DRIVEWAY INTO CHARLES BELL CAR DEALERSHIP, 2.2 FT (0.7 M)
 AA2434'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2434'STATION 44-17 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2435 ***********************************************************************
 AA2435  DESIGNATION -  44 17
 AA2435  PID         -  AA2435
 AA2435  STATE/COUNTY-  AL/MACON
 AA2435  USGS QUAD   -  TUSKEGEE (1983)
 AA2435
 AA2435                         *CURRENT SURVEY CONTROL
 AA2435  ___________________________________________________________________
 AA2435* NAD 83(1992)-  32 24 06.74169(N)    085 44 04.32656(W)     ADJUSTED  
 AA2435* NAVD 88     -       117.9    (meters)     387.     (feet)  VERTCON   
 AA2435  ___________________________________________________________________
 AA2435  X           -     400,924.319 (meters)                     COMP
 AA2435  Y           -  -5,375,455.870 (meters)                     COMP
 AA2435  Z           -   3,398,188.652 (meters)                     COMP
 AA2435  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AA2435  ELLIP HEIGHT-          89.77  (meters)          (07/29/02) GPS OBS
 AA2435  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AA2435
 AA2435  HORZ ORDER  -  FIRST
 AA2435  ELLP ORDER  -  FOURTH    CLASS I
 AA2435
 AA2435.The horizontal coordinates were established by GPS observations
 AA2435.and adjusted by the National Geodetic Survey in November 1994..
 AA2435
 AA2435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2435
 AA2435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2435
 AA2435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2435
 AA2435.The ellipsoidal height was determined by GPS observations
 AA2435.and is referenced to NAD 83.
 AA2435
 AA2435.The geoid height was determined by GEOID03.
 AA2435
 AA2435;                    North         East     Units Scale Factor Converg.
 AA2435;SPC AL E     -   210,870.357   209,294.431   MT  0.99996106   +0 03 10.6
 AA2435;UTM  16      - 3,585,685.985   619,009.779   MT  0.99977465   +0 40 41.5
 AA2435
 AA2435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2435!SPC AL E     -   0.99998591  x   0.99996106  =   0.99994697
 AA2435!UTM  16      -   0.99998591  x   0.99977465  =   0.99976056
 AA2435
 AA2435:                Primary Azimuth Mark                     Grid Az
 AA2435:SPC AL E     -  44 16                                    070 19 15.2
 AA2435:UTM  16      -  44 16                                    069 41 44.3
 AA2435
 AA2435|---------------------------------------------------------------------|
 AA2435| PID    Reference Object                     Distance      Geod. Az  |
 AA2435|                                                           dddmmss.s |
 AA2435| AA2434 44 16                               498.060 METERS 0702225.8 |
 AA2435|---------------------------------------------------------------------|
 AA2435
 AA2435                          SUPERSEDED SURVEY CONTROL
 AA2435
 AA2435  ELLIP H (11/30/94)   89.86   (m)                       GP(       ) 4 1
 AA2435  NGVD 29 (11/30/94)  117.9    (m)          387.     (f) GPS OBS        
 AA2435
 AA2435.Superseded values are not recommended for survey control.
 AA2435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2435.See file dsdata.txt to determine how the superseded data were derived.
 AA2435
 AA2435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1901085686(NAD 83)
 AA2435_MARKER: DD = SURVEY DISK
 AA2435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2435_SP_SET: CONCRETE POST
 AA2435_STAMPING: 44-17 1992
 AA2435_MARK LOGO: ALHD  
 AA2435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2435+STABILITY: SURFACE MOTION
 AA2435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2435+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2435
 AA2435  HISTORY     - Date     Condition        Report By
 AA2435  HISTORY     - 1992     MONUMENTED       ALHD
 AA2435
 AA2435                          STATION DESCRIPTION
 AA2435
 AA2435'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2435'THE STATION IS LOCATED IN MACON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2435'U.S. 80, NEAR THE SOUTHWEST CORNER OF THE FRONT LAWN OF BOOKER T.
 AA2435'WASHINGTON HIGH SCHOOL, ABOUT 2.95 MI (4.75 KM) SOUTHWEST OF TUSKEGEE
 AA2435'AND ABOUT 6.25 MI (10.06 KM) NORTHWEST OF DAVISVILLE. TO REACH THE
 AA2435'STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 IN TUSKEGEE,
 AA2435'(MILE POST 164.75 ON U.S. 29, MILE POST 176.75 ON U.S. 80 AND MILE
 AA2435'POST 0.00 ON ALA 81), DRIVE SOUTHWEST ON U.S. 80 FOR 3.05 MI (4.91 KM)
 AA2435'TO MILE POST 173.65 AND THE STATION ON THE LEFT. THE STATION IS 41.1
 AA2435'FT (12.5 M) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S.
 AA2435'80, 51.0 FT (15.5 M) NORTHEAST OF THE CENTER OF A MANHOLE COVER, 54.0
 AA2435'FT (16.5 M) WEST OF THE CENTER OF A SANITARY SEWER MANHOLE COVER, 58.6
 AA2435'FT (17.9 M) WEST OF A WARNING BURIED CABLE SIGN AND POST, 76.0 FT
 AA2435'(23.2 M) WEST OF A JUNCTION POWER POLE AND SECURITY LIGHT, 151.6 FT
 AA2435'(46.2 M) EAST-NORTHEAST OF THE CENTER OF THE WEST ENTRANCE DRIVEWAY
 AA2435'INTO BOOKER T. WASHINGTON HIGH SCHOOL, 2.2 FT (0.7 M) NORTH OF A
 AA2435'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 44-16
 AA2435'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2436 ***********************************************************************
 AA2436  DESIGNATION -  44 18
 AA2436  PID         -  AA2436
 AA2436  STATE/COUNTY-  AL/MACON
 AA2436  USGS QUAD   -  WARRIORSTAND (1973)
 AA2436
 AA2436                         *CURRENT SURVEY CONTROL
 AA2436  ___________________________________________________________________
 AA2436* NAD 83(1992)-  32 15 46.55987(N)    085 33 00.59738(W)     ADJUSTED  
 AA2436* NAVD 88     -       114.6    (meters)     376.     (feet)  VERTCON   
 AA2436  ___________________________________________________________________
 AA2436  X           -     418,858.801 (meters)                     COMP
 AA2436  Y           -  -5,382,351.391 (meters)                     COMP
 AA2436  Z           -   3,385,168.528 (meters)                     COMP
 AA2436  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AA2436  ELLIP HEIGHT-          87.24  (meters)          (07/29/02) GPS OBS
 AA2436  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA2436
 AA2436  HORZ ORDER  -  FIRST
 AA2436  ELLP ORDER  -  FOURTH    CLASS I
 AA2436
 AA2436.The horizontal coordinates were established by GPS observations
 AA2436.and adjusted by the National Geodetic Survey in November 1994..
 AA2436
 AA2436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2436
 AA2436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2436
 AA2436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2436
 AA2436.The ellipsoidal height was determined by GPS observations
 AA2436.and is referenced to NAD 83.
 AA2436
 AA2436.The geoid height was determined by GEOID03.
 AA2436
 AA2436;                    North         East     Units Scale Factor Converg.
 AA2436;SPC AL E     -   195,494.516   226,679.717   MT  0.99996877   +0 09 04.2
 AA2436;UTM  16      - 3,570,502.882   636,558.649   MT  0.99982997   +0 46 26.6
 AA2436
 AA2436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2436!SPC AL E     -   0.99998630  x   0.99996877  =   0.99995507
 AA2436!UTM  16      -   0.99998630  x   0.99982997  =   0.99981627
 AA2436
 AA2436:                Primary Azimuth Mark                     Grid Az
 AA2436:SPC AL E     -  44 19                                    059 43 23.3
 AA2436:UTM  16      -  44 19                                    059 06 00.9
 AA2436
 AA2436|---------------------------------------------------------------------|
 AA2436| PID    Reference Object                     Distance      Geod. Az  |
 AA2436|                                                           dddmmss.s |
 AA2436| AA2437 44 19                               APPROX. 0.5 KM 0595227.5 |
 AA2436|---------------------------------------------------------------------|
 AA2436
 AA2436                          SUPERSEDED SURVEY CONTROL
 AA2436
 AA2436  ELLIP H (11/30/94)   87.31   (m)                       GP(       ) 4 1
 AA2436  NGVD 29 (11/30/94)  114.6    (m)          376.     (f) GPS OBS        
 AA2436
 AA2436.Superseded values are not recommended for survey control.
 AA2436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2436.See file dsdata.txt to determine how the superseded data were derived.
 AA2436
 AA2436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3655970503(NAD 83)
 AA2436_MARKER: DD = SURVEY DISK
 AA2436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2436_SP_SET: CONCRETE POST
 AA2436_STAMPING: 44-18 1992
 AA2436_MARK LOGO: ALHD  
 AA2436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2436+STABILITY: SURFACE MOTION
 AA2436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2436+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2436
 AA2436  HISTORY     - Date     Condition        Report By
 AA2436  HISTORY     - 1992     MONUMENTED       ALHD
 AA2436
 AA2436                          STATION DESCRIPTION
 AA2436
 AA2436'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2436'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2436'OF MACON COUNTY ROAD NO. 5, ABOUT 9.40 MI (15.13 KM) EAST OF FORT
 AA2436'DAVIS AND ABOUT 13.50 MI (21.73 KM) SOUTHEAST OF TUSKEGEE. TO REACH
 AA2436'THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81, AT A
 AA2436'TRAFFIC LIGHT IN TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST
 AA2436'176.75 ON U.S. 80 AND MILE POST 0.00 ON ALA 81), DRIVE SOUTH ON U.S.
 AA2436'29 FOR 1.40 MI (2.25 KM) TO MILE POST 163.35 AND MACON COUNTY ROAD NO.
 AA2436'26 (OLD COLUMBUS ROAD) ON THE LEFT, TURN LEFT ON MACON COUNTY ROAD NO.
 AA2436'26 AND DRIVE EAST FOR 0.50 MI (0.80 KM) TO MACON COUNTY ROAD NO. 10 ON
 AA2436'THE RIGHT AND MACON COUNTY ROAD NO. 26 STRAIGHT AHEAD, TURN RIGHT ON
 AA2436'MACON COUNTY ROAD NO. 10 AND DRIVE SOUTHEAST FOR 11.60 MI (18.67 KM)
 AA2436'TO MACON COUNTY ROAD NO. 5 ON THE RIGHT AND MACON COUNTY ROAD NO. 10
 AA2436'STRAIGHT AHEAD AT COOPERS CHAPEL CHURCH, TURN RIGHT ON MACON COUNTY
 AA2436'ROAD NO. 5 AND DRIVE SOUTH FOR 3.10 MI (4.99 KM) TO THE STATION ON THE
 AA2436'RIGHT. THE STATION IS 13.3 FT (4.1 M) WEST-SOUTHWEST OF THE CENTER OF
 AA2436'A FIELD ROAD, 33.0 FT (10.1 M) NORTHWEST OF THE CENTERLINE OF MACON
 AA2436'COUNTY ROAD NO. 5, 79.7 FT (24.3 M) NORTHEAST OF A MACON COUNTY ROAD
 AA2436'NO. 47 SIGN, 92.2 FT (28.1 M) WEST-SOUTHWEST OF JUNCTION POWER POLE
 AA2436'NO. 14 88 1, 3.2 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA2436'FLUSH WITH THE GROUND. STATION 44-19 1992 MAY BE USED AS AN AZIMUTH
 AA2436'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2437 ***********************************************************************
 AA2437  DESIGNATION -  44 19
 AA2437  PID         -  AA2437
 AA2437  STATE/COUNTY-  AL/MACON
 AA2437  USGS QUAD   -  WARRIORSTAND (1973)
 AA2437
 AA2437                         *CURRENT SURVEY CONTROL
 AA2437  ___________________________________________________________________
 AA2437* NAD 83(1992)-  32 15 54.98977(N)    085 32 43.49893(W)     ADJUSTED  
 AA2437* NAVD 88     -       121.3    (meters)     398.     (feet)  VERTCON   
 AA2437  ___________________________________________________________________
 AA2437  X           -     419,294.644 (meters)                     COMP
 AA2437  Y           -  -5,382,184.066 (meters)                     COMP
 AA2437  Z           -   3,385,391.661 (meters)                     COMP
 AA2437  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AA2437  ELLIP HEIGHT-          93.90  (meters)          (07/29/02) GPS OBS
 AA2437  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA2437
 AA2437  HORZ ORDER  -  FIRST
 AA2437  ELLP ORDER  -  FOURTH    CLASS I
 AA2437
 AA2437.The horizontal coordinates were established by GPS observations
 AA2437.and adjusted by the National Geodetic Survey in November 1994..
 AA2437
 AA2437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2437
 AA2437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2437
 AA2437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2437
 AA2437.The ellipsoidal height was determined by GPS observations
 AA2437.and is referenced to NAD 83.
 AA2437
 AA2437.The geoid height was determined by GEOID03.
 AA2437
 AA2437;                    North         East     Units Scale Factor Converg.
 AA2437;SPC AL E     -   195,755.365   227,126.521   MT  0.99996907   +0 09 13.3
 AA2437;UTM  16      - 3,570,768.537   637,002.530   MT  0.99983147   +0 46 35.9
 AA2437
 AA2437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2437!SPC AL E     -   0.99998526  x   0.99996907  =   0.99995433
 AA2437!UTM  16      -   0.99998526  x   0.99983147  =   0.99981673
 AA2437
 AA2437:                Primary Azimuth Mark                     Grid Az
 AA2437:SPC AL E     -  44 18                                    239 43 23.3
 AA2437:UTM  16      -  44 18                                    239 06 00.7
 AA2437
 AA2437|---------------------------------------------------------------------|
 AA2437| PID    Reference Object                     Distance      Geod. Az  |
 AA2437|                                                           dddmmss.s |
 AA2437| AA2436 44 18                               APPROX. 0.5 KM 2395236.6 |
 AA2437|---------------------------------------------------------------------|
 AA2437
 AA2437                          SUPERSEDED SURVEY CONTROL
 AA2437
 AA2437  ELLIP H (11/30/94)   93.97   (m)                       GP(       ) 4 1
 AA2437  NGVD 29 (11/30/94)  121.3    (m)          398.     (f) GPS OBS        
 AA2437
 AA2437.Superseded values are not recommended for survey control.
 AA2437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2437.See file dsdata.txt to determine how the superseded data were derived.
 AA2437
 AA2437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3700370769(NAD 83)
 AA2437_MARKER: DD = SURVEY DISK
 AA2437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2437_SP_SET: CONCRETE POST
 AA2437_STAMPING: 44-19 1992
 AA2437_MARK LOGO: ALHD  
 AA2437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2437+STABILITY: SURFACE MOTION
 AA2437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2437+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2437
 AA2437  HISTORY     - Date     Condition        Report By
 AA2437  HISTORY     - 1992     MONUMENTED       ALHD
 AA2437
 AA2437                          STATION DESCRIPTION
 AA2437
 AA2437'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2437'THE STATION IS LOCATED IN MACON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2437'MACON COUNTY ROAD NO. 5, ABOUT 9.75 MI (15.69 KM) EAST OF FORT DAVIS
 AA2437'AND ABOUT 13.80 MI (22.21 KM) SOUTHEAST OF TUSKEGEE. TO REACH THE
 AA2437'STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81, AT A TRAFFIC
 AA2437'LIGHT IN TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST 176.75 ON
 AA2437'U.S. 80 AND MILE POST 0.00 ON ALA 81), DRIVE SOUTH ON U.S. 29 FOR 1.40
 AA2437'MI (2.25 KM) TO MILE POST 163.35 AND MACON COUNTY ROAD NO. 26 (OLD
 AA2437'COLUMBUS ROAD) ON THE LEFT, TURN LEFT ON MACON COUNTY ROAD NO. 26 AND
 AA2437'DRIVE EAST FOR 0.50 MI (0.80 KM) TO MACON COUNTY ROAD NO. 10 ON THE
 AA2437'RIGHT AND MACON COUNTY ROAD NO. 26 STRAIGHT AHEAD, TURN RIGHT ON MACON
 AA2437'COUNTY ROAD NO. 10 AND DRIVE SOUTHEAST FOR 11.60 MI (18.67 KM) TO
 AA2437'MACON COUNTY ROAD NO. 5 ON THE RIGHT AND MACON COUNTY ROAD NO. 10
 AA2437'STRAIGHT AHEAD AT COOPERS CHAPEL CHURCH, TURN RIGHT ON MACON COUNTY
 AA2437'ROAD NO. 5 AND DRIVE SOUTH FOR 2.80 MI (4.51 KM) TO THE STATION ON THE
 AA2437'LEFT. THE STATION IS 24.1 FT (7.3 M) NORTH-NORTHEAST OF TELEPHONE
 AA2437'CABLE PEDESTAL NO. 1 5D 5, 39.4 FT (12.0 M) SOUTH-SOUTHEAST OF THE
 AA2437'CENTERLINE OF MACON COUNTY ROAD NO. 5, 84.4 FT (25.7 M) WEST-SOUTHWEST
 AA2437'OF POWER POLE NO. 93, 2.8 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS
 AA2437'POST, AND SET FLUSH WITH THE GROUND. STATION 44-18 1992 MAY BE USED AS
 AA2437'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2378 ***********************************************************************
 CM2378  DESIGNATION -  44 2
 CM2378  PID         -  CM2378
 CM2378  STATE/COUNTY-  AL/MACON
 CM2378  USGS QUAD   -  WARRIORSTAND (1973)
 CM2378
 CM2378                         *CURRENT SURVEY CONTROL
 CM2378  ___________________________________________________________________
 CM2378* NAD 83(1992)-  32 20 46.33839(N)    085 34 16.72267(W)     ADJUSTED  
 CM2378* NAVD 88     -       123.0    (meters)     404.     (feet)  VERTCON   
 CM2378  ___________________________________________________________________
 CM2378  X           -     416,491.784 (meters)                     COMP
 CM2378  Y           -  -5,377,592.125 (meters)                     COMP
 CM2378  Z           -   3,392,977.857 (meters)                     COMP
 CM2378  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 CM2378  ELLIP HEIGHT-          95.29  (meters)          (07/29/02) GPS OBS
 CM2378  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 CM2378
 CM2378  HORZ ORDER  -  FIRST
 CM2378  ELLP ORDER  -  FOURTH    CLASS I
 CM2378
 CM2378.The horizontal coordinates were established by GPS observations
 CM2378.and adjusted by the National Geodetic Survey in December 1992..
 CM2378
 CM2378.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2378.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2378
 CM2378.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2378
 CM2378.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2378
 CM2378.The ellipsoidal height was determined by GPS observations
 CM2378.and is referenced to NAD 83.
 CM2378
 CM2378.The geoid height was determined by GEOID03.
 CM2378
 CM2378;                    North         East     Units Scale Factor Converg.
 CM2378;SPC AL E     -   204,723.319   224,664.798   MT  0.99996750   +0 08 24.7
 CM2378;UTM  16      - 3,579,707.904   634,443.706   MT  0.99982290   +0 45 52.2
 CM2378
 CM2378!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2378!SPC AL E     -   0.99998504  x   0.99996750  =   0.99995254
 CM2378!UTM  16      -   0.99998504  x   0.99982290  =   0.99980794
 CM2378
 CM2378:                Primary Azimuth Mark                     Grid Az
 CM2378:SPC AL E     -  44 1                                     160 01 16.7
 CM2378:UTM  16      -  44 1                                     159 23 49.2
 CM2378
 CM2378|---------------------------------------------------------------------|
 CM2378| PID    Reference Object                     Distance      Geod. Az  |
 CM2378|                                                           dddmmss.s |
 CM2378| CM2377 44 1                                400.649 METERS 1600941.4 |
 CM2378|---------------------------------------------------------------------|
 CM2378
 CM2378                          SUPERSEDED SURVEY CONTROL
 CM2378
 CM2378  ELLIP H (12/04/92)   95.35   (m)                       GP(       ) 4 1
 CM2378  NAD 83(1986)-  32 20 46.34601(N)    085 34 16.72032(W) AD(       ) 1
 CM2378  NGVD 29 (12/04/92)  123.0    (m)          404.     (f) GPS OBS        
 CM2378
 CM2378.Superseded values are not recommended for survey control.
 CM2378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2378.See file dsdata.txt to determine how the superseded data were derived.
 CM2378
 CM2378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3444479708(NAD 83)
 CM2378_MARKER: DD = SURVEY DISK
 CM2378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2378_SP_SET: CONCRETE POST
 CM2378_STAMPING: 44 - 2 1989
 CM2378_MARK LOGO: ALHD  
 CM2378_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2378+STABILITY: SURFACE MOTION
 CM2378_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2378+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CM2378
 CM2378  HISTORY     - Date     Condition        Report By
 CM2378  HISTORY     - 1989     MONUMENTED       ALHD
 CM2378
 CM2378                          STATION DESCRIPTION
 CM2378
 CM2378'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2378'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTHEAST RIGHT OF WAY
 CM2378'OF MACON COUNTY ROAD NO. 10 ABOUT 13.84 KM (8.60 MI) SOUTHEAST OF
 CM2378'TUSKEGEE AND ABOUT 18.59 KM (11.55 MI) NORTHWEST OF HURTSBORO.
 CM2378'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND U.S
 CM2378'HIGHWAY 80 ON THE SOUTHEAST SIDE OF THE SQUARE IN TUSKEGEE, GO
 CM2378'SOUTHEAST ON U.S. 29 FOR 2.33 KM (1.45 MI) TO A POINT WHERE U.S. 29
 CM2378'MAKES A SHARP CURVE TO THE RIGHT AND MACON COUNTY ROAD NO. 26 GOES
 CM2378'STRAIGHT AHEAD, GO STRAIGHT AHEAD ON MACON COUNTY ROAD NO. 26 FOR 0.80
 CM2378'KM (0.50 MI) TO MACON COUNTY ROAD NO. 10 ON THE RIGHT, TURN RIGHT ON
 CM2378'MACON COUNTY ROAD NO. 10 AND GO SOUTHEASTERLY FOR 12.2 KM (7.60 MI) TO
 CM2378'THE STATION ON THE LEFT.
 CM2378'THE STATION IS 11.16 M (36.6 FT) NORTHEAST OF THE CENTERLINE OF MACON
 CM2378'COUNTY ROAD NO. 10, 1.43 M (4.7 FT) SOUTHEAST OF A 4 FOOT CHAIN LINK
 CM2378'FENCE, 13.35 M (43.8 FT) SOUTH-SOUTHEAST OF THE JUNCTION OF A 4 STRAND
 CM2378'BARBED WIRE FENCE, 21.79 M (71.5 FT) EAST-NORTHEAST OF A POWER POLE
 CM2378'ACROSS MACON COUNTY ROAD NO. 10, 1.35 M (4.4 FT) WEST OF A CARSONITE
 CM2378'WITNESS POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH
 CM2378'WITH THE GROUND, AND SET FLUSH WITH THE GROUND.
 CM2378'STATION 44 - 1 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2438 ***********************************************************************
 AA2438  DESIGNATION -  44 20
 AA2438  PID         -  AA2438
 AA2438  STATE/COUNTY-  AL/MACON
 AA2438  USGS QUAD   -  CREEK STAND (1985)
 AA2438
 AA2438                         *CURRENT SURVEY CONTROL
 AA2438  ___________________________________________________________________
 AA2438* NAD 83(1992)-  32 17 28.48644(N)    085 28 16.32906(W)     ADJUSTED  
 AA2438* NAVD 88     -       132.8    (meters)     436.     (feet)  VERTCON   
 AA2438  ___________________________________________________________________
 AA2438  X           -     426,145.026 (meters)                     COMP
 AA2438  Y           -  -5,380,112.866 (meters)                     COMP
 AA2438  Z           -   3,387,832.752 (meters)                     COMP
 AA2438  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AA2438  ELLIP HEIGHT-         105.35  (meters)          (07/29/02) GPS OBS
 AA2438  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AA2438
 AA2438  HORZ ORDER  -  FIRST
 AA2438  ELLP ORDER  -  FOURTH    CLASS I
 AA2438
 AA2438.The horizontal coordinates were established by GPS observations
 AA2438.and adjusted by the National Geodetic Survey in November 1994..
 AA2438
 AA2438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2438
 AA2438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2438
 AA2438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2438
 AA2438.The ellipsoidal height was determined by GPS observations
 AA2438.and is referenced to NAD 83.
 AA2438
 AA2438.The geoid height was determined by GEOID03.
 AA2438
 AA2438;                    North         East     Units Scale Factor Converg.
 AA2438;SPC AL E     -   198,656.451   234,109.004   MT  0.99997434   +0 11 36.5
 AA2438;UTM  16      - 3,573,745.012   643,952.156   MT  0.99985554   +0 49 00.7
 AA2438
 AA2438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2438!SPC AL E     -   0.99998346  x   0.99997434  =   0.99995780
 AA2438!UTM  16      -   0.99998346  x   0.99985554  =   0.99983900
 AA2438
 AA2438                          SUPERSEDED SURVEY CONTROL
 AA2438
 AA2438  ELLIP H (11/30/94)  105.42   (m)                       GP(       ) 4 1
 AA2438  NGVD 29 (11/30/94)  132.8    (m)          436.     (f) GPS OBS        
 AA2438
 AA2438.Superseded values are not recommended for survey control.
 AA2438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2438.See file dsdata.txt to determine how the superseded data were derived.
 AA2438
 AA2438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4395273745(NAD 83)
 AA2438_MARKER: DD = SURVEY DISK
 AA2438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2438_SP_SET: CONCRETE POST
 AA2438_STAMPING: 44-20 1992
 AA2438_MARK LOGO: ALHD  
 AA2438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2438+STABILITY: SURFACE MOTION
 AA2438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2438+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2438
 AA2438  HISTORY     - Date     Condition        Report By
 AA2438  HISTORY     - 1992     MONUMENTED       ALHD
 AA2438
 AA2438                          STATION DESCRIPTION
 AA2438
 AA2438'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2438'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2438'OF MACON COUNTY ROAD NO. 10, ABOUT 11.80 MI (18.99 KM) EAST OF
 AA2438'DAVISVILLE AND ABOUT 15.50 MI (24.94 KM) SOUTHEAST OF TUSKEGEE. TO
 AA2438'REACH THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81, AT
 AA2438'A TRAFFIC LIGHT IN TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST
 AA2438'176.75 ON U.S. 80 AND MILE POST 0.00 ON ALA 81), DRIVE SOUTH ON U.S.
 AA2438'29 FOR 1.40 MI (2.25 KM) TO MILE POST 163.35 AND MACON COUNTY ROAD NO.
 AA2438'26 (OLD COLUMBUS ROAD) ON THE LEFT, TURN LEFT ON MACON COUNTY ROAD NO.
 AA2438'26 AND DRIVE EAST FOR 0.50 MI (0.80 KM) TO MACON COUNTY ROAD NO. 10 ON
 AA2438'THE RIGHT AND MACON COUNTY ROAD NO. 26 STRAIGHT AHEAD, TURN RIGHT ON
 AA2438'MACON COUNTY ROAD NO. 10 AND DRIVE SOUTHEAST FOR 11.60 MI (18.67 KM)
 AA2438'TO MACON COUNTY ROAD NO. 5 ON THE RIGHT AND MACON COUNTY ROAD NO. 10
 AA2438'STRAIGHT AHEAD AT COOPERS CHAPEL CHURCH, CONTINUE SOUTHEAST ON MACON
 AA2438'COUNTY ROAD NO. 10 FOR 4.10 MI (6.60 KM) TO MACON COUNTY ROAD NO. 79
 AA2438'ON THE LEFT, CONTINUE SOUTHEAST ON MACON COUNTY ROAD NO. 10 FOR 0.45
 AA2438'MI (0.72 KM) TO THE STATION ON THE LEFT. THE STATION IS 24.1 FT (7.3
 AA2438'M) SOUTH OF THE SOUTHEAST BRACED FENCE CORNER, 40.1 FT (12.2 M)
 AA2438'NORTHEAST OF THE CENTERLINE OF MACON COUNTY ROAD NO. 10, 93.0 FT (28.3
 AA2438'M) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVE, 5.1 FT (1.6 M) SOUTHWEST
 AA2438'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2438'44-21 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2439 ***********************************************************************
 AA2439  DESIGNATION -  44 21
 AA2439  PID         -  AA2439
 AA2439  STATE/COUNTY-  AL/MACON
 AA2439  USGS QUAD   -  CREEK STAND (1985)
 AA2439
 AA2439                         *CURRENT SURVEY CONTROL
 AA2439  ___________________________________________________________________
 AA2439* NAD 83(1992)-  32 17 11.83359(N)    085 28 04.39149(W)     ADJUSTED  
 AA2439* NAVD 88     -       130.7    (meters)     429.     (feet)  VERTCON   
 AA2439  ___________________________________________________________________
 AA2439  X           -     426,477.919 (meters)                     COMP
 AA2439  Y           -  -5,380,359.683 (meters)                     COMP
 AA2439  Z           -   3,387,398.041 (meters)                     COMP
 AA2439  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AA2439  ELLIP HEIGHT-         103.36  (meters)          (07/29/02) GPS OBS
 AA2439  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA2439
 AA2439  HORZ ORDER  -  FIRST
 AA2439  ELLP ORDER  -  FOURTH    CLASS I
 AA2439
 AA2439.The horizontal coordinates were established by GPS observations
 AA2439.and adjusted by the National Geodetic Survey in November 1994..
 AA2439
 AA2439.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2439
 AA2439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2439
 AA2439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2439
 AA2439.The ellipsoidal height was determined by GPS observations
 AA2439.and is referenced to NAD 83.
 AA2439
 AA2439.The geoid height was determined by GEOID03.
 AA2439
 AA2439;                    North         East     Units Scale Factor Converg.
 AA2439;SPC AL E     -   198,144.564   234,423.086   MT  0.99997461   +0 11 42.7
 AA2439;UTM  16      - 3,573,236.632   644,271.751   MT  0.99985668   +0 49 06.7
 AA2439
 AA2439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2439!SPC AL E     -   0.99998377  x   0.99997461  =   0.99995838
 AA2439!UTM  16      -   0.99998377  x   0.99985668  =   0.99984045
 AA2439
 AA2439                          SUPERSEDED SURVEY CONTROL
 AA2439
 AA2439  ELLIP H (11/30/94)  103.43   (m)                       GP(       ) 4 1
 AA2439  NGVD 29 (11/30/94)  130.7    (m)          429.     (f) GPS OBS        
 AA2439
 AA2439.Superseded values are not recommended for survey control.
 AA2439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2439.See file dsdata.txt to determine how the superseded data were derived.
 AA2439
 AA2439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4427273237(NAD 83)
 AA2439_MARKER: DD = SURVEY DISK
 AA2439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2439_SP_SET: CONCRETE POST
 AA2439_STAMPING: 44-21 1992
 AA2439_MARK LOGO: ALHD  
 AA2439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2439+STABILITY: SURFACE MOTION
 AA2439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2439+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2439
 AA2439  HISTORY     - Date     Condition        Report By
 AA2439  HISTORY     - 1992     MONUMENTED       ALHD
 AA2439
 AA2439                          STATION DESCRIPTION
 AA2439
 AA2439'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2439'THE STATION IS LOCATED IN MACON COUNTY ON THE EAST RIGHT OF WAY OF
 AA2439'MACON COUNTY ROAD NO. 10, ABOUT 12.05 MI (19.39 KM) EAST OF DAVISVILLE
 AA2439'AND ABOUT 15.85 MI (25.51 KM) SOUTHEAST OF TUSKEGEE. TO REACH THE
 AA2439'STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81, AT A TRAFFIC
 AA2439'LIGHT IN TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST 176.75 ON
 AA2439'U.S. 80 AND MILE POST 0.00 ON ALA 81), DRIVE SOUTH ON U.S. 29 FOR 1.40
 AA2439'MI (2.25 KM) TO MILE POST 163.35 AND MACON COUNTY ROAD NO. 26 (OLD
 AA2439'COLUMBUS ROAD) ON THE LEFT, TURN LEFT ON MACON COUNTY ROAD NO. 26 AND
 AA2439'DRIVE EAST FOR 0.50 MI (0.80 KM) TO MACON COUNTY ROAD NO. 10 ON THE
 AA2439'RIGHT AND MACON COUNTY ROAD NO. 26 STRAIGHT AHEAD, TURN RIGHT ON MACON
 AA2439'COUNTY ROAD NO. 10 AND DRIVE SOUTHEAST FOR 11.60 MI (18.67 KM) TO
 AA2439'MACON COUNTY ROAD NO. 5 ON THE RIGHT AND MACON COUNTY ROAD NO. 10
 AA2439'STRAIGHT AHEAD AT COOPERS CHAPEL CHURCH, CONTINUE SOUTHEAST ON MACON
 AA2439'COUNTY ROAD NO. 10 FOR 4.10 MI (6.60 KM) TO MACON COUNTY ROAD NO. 79
 AA2439'ON THE LEFT, CONTINUE SOUTHEAST ON MACON COUNTY ROAD NO. 10 FOR 0.80
 AA2439'MI (1.29 KM) TO THE STATION ON THE LEFT. THE STATION IS 29.2 FT (8.9
 AA2439'M) NORTH-NORTHWEST OF A STOP SIGN, 44.1 FT (13.4 M) EAST-NORTHEAST OF
 AA2439'THE CENTERLINE OF MACON COUNTY ROAD NO. 10, 46.8 FT (14.3 M) SOUTHEAST
 AA2439'OF TRANSFORMER POWER POLE NO. 3644, 48.0 FT (14.6 M) NORTH-NORTHWEST
 AA2439'OF THE CENTER OF A GRAVEL ROAD, 2.0 FT (0.6 M) SOUTHWEST OF A
 AA2439'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 44-20
 AA2439'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2440 ***********************************************************************
 AA2440  DESIGNATION -  44 22
 AA2440  PID         -  AA2440
 AA2440  STATE/COUNTY-  AL/MACON
 AA2440  USGS QUAD   -  LITTLE TEXAS (1971)
 AA2440
 AA2440                         *CURRENT SURVEY CONTROL
 AA2440  ___________________________________________________________________
 AA2440* NAD 83(1992)-  32 25 17.99027(N)    085 31 25.35862(W)     ADJUSTED  
 AA2440* NAVD 88     -       124.5    (meters)     408.     (feet)  VERTCON   
 AA2440  ___________________________________________________________________
 AA2440  X           -     420,609.611 (meters)                     COMP
 AA2440  Y           -  -5,372,777.100 (meters)                     COMP
 AA2440  Z           -   3,400,045.115 (meters)                     COMP
 AA2440  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AA2440  ELLIP HEIGHT-          96.49  (meters)          (07/29/02) GPS OBS
 AA2440  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AA2440
 AA2440  HORZ ORDER  -  FIRST
 AA2440  ELLP ORDER  -  FOURTH    CLASS I
 AA2440
 AA2440.The horizontal coordinates were established by GPS observations
 AA2440.and adjusted by the National Geodetic Survey in November 1994..
 AA2440
 AA2440.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2440
 AA2440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2440
 AA2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2440
 AA2440.The ellipsoidal height was determined by GPS observations
 AA2440.and is referenced to NAD 83.
 AA2440
 AA2440.The geoid height was determined by GEOID03.
 AA2440
 AA2440;                    North         East     Units Scale Factor Converg.
 AA2440;SPC AL E     -   213,102.897   229,121.421   MT  0.99997045   +0 09 57.6
 AA2440;UTM  16      - 3,588,134.426   638,808.057   MT  0.99983760   +0 47 29.9
 AA2440
 AA2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2440!SPC AL E     -   0.99998485  x   0.99997045  =   0.99995530
 AA2440!UTM  16      -   0.99998485  x   0.99983760  =   0.99982245
 AA2440
 AA2440                          SUPERSEDED SURVEY CONTROL
 AA2440
 AA2440  ELLIP H (11/30/94)   96.58   (m)                       GP(       ) 4 1
 AA2440  NGVD 29 (11/30/94)  124.5    (m)          408.     (f) GPS OBS        
 AA2440
 AA2440.Superseded values are not recommended for survey control.
 AA2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2440.See file dsdata.txt to determine how the superseded data were derived.
 AA2440
 AA2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3880888134(NAD 83)
 AA2440_MARKER: DD = SURVEY DISK
 AA2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2440_SP_SET: CONCRETE POST
 AA2440_STAMPING: 44-22 1992
 AA2440_MARK LOGO: ALHD  
 AA2440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2440+STABILITY: SURFACE MOTION
 AA2440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2440+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2440
 AA2440  HISTORY     - Date     Condition        Report By
 AA2440  HISTORY     - 1992     MONUMENTED       ALHD
 AA2440
 AA2440                          STATION DESCRIPTION
 AA2440
 AA2440'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2440'THE STATION IS LOCATED IN MACON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2440'MACON COUNTY ROAD NO. 24, ABOUT 4.70 MI (7.56 KM) WEST OF SOCIETY HILL
 AA2440'AND ABOUT 9.50 MI (15.29 KM) EAST OF TUSKEGEE. TO REACH THE STATION
 AA2440'FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 AT A TRAFFIC LIGHT IN
 AA2440'TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST 176.75 ON U.S. 80
 AA2440'AND MILE POST 0.00 ON ALA 81), DRIVE SOUTH ON U.S. 29 FOR 1.40 MI
 AA2440'(2.25 KM) TO MILE POST 163.35 AND MACON COUNTY ROAD NO. 26 (OLD
 AA2440'COLUMBUS ROAD) ON THE LEFT, TURN LEFT ON MACON COUNTY ROAD NO. 26 AND
 AA2440'DRIVE EAST FOR 3.90 MI (6.28 KM) TO A Y-INTERSECTION WITH MACON COUNTY
 AA2440'ROAD NO. 26 RIGHT AND MACON COUNTY ROAD NO. 22 LEFT, BEAR LEFT ON
 AA2440'MACON COUNTY ROAD NO. 22 AND DRIVE EAST FOR 5.35 MI (8.61 KM) TO A
 AA2440'PAVED CROSSROADS AT A CAUTION LIGHT WITH MACON COUNTY ROAD NO. 24 LEFT
 AA2440'AND RIGHT AND MACON COUNTY ROAD NO. 22 STRAIGHT AHEAD, TURN RIGHT ON
 AA2440'MACON COUNTY ROAD NO. 24 AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO THE
 AA2440'STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) EAST OF A FOUR
 AA2440'STRAND BARBED WIRE FENCE ON WOOD POST, 4.2 FT (1.3 M) SOUTHEAST OF AN
 AA2440'EIGHT-INCH BRACED WOOD FENCE POST, 4.4 FT (1.3 M) NORTHEAST OF AN
 AA2440'EIGHT-INCH BRACED WOOD FENCE POST, 27.4 FT (8.4 M) WEST OF THE
 AA2440'CENTERLINE OF MACON COUNTY ROAD NO. 24, 59.5 FT (18.1 M) NORTH OF
 AA2440'POWER POLE NO. 46 2, 69.0 FT (21.0 M) WEST-SOUTHWEST OF THE SOUTH
 AA2440'TEN-INCH WOOD GATE POST, 70.6 FT (21.5 M) NORTHWEST OF JUNCTION
 AA2440'TRANSFORMER POWER POLE NO. 8 59 46, 78.3 FT (23.9 M) SOUTHWEST OF THE
 AA2440'NORTH TEN-INCH WOOD GATE POST, 79.3 FT (24.2 M) SOUTHWEST OF THE SOUTH
 AA2440'END OF A WHITE PICKET FENCE ACROSS MACON COUNTY ROAD NO. 24, 2.6 FT
 AA2440'(0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2440'GROUND. STATION 44-23 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2441 ***********************************************************************
 AA2441  DESIGNATION -  44 23
 AA2441  PID         -  AA2441
 AA2441  STATE/COUNTY-  AL/MACON
 AA2441  USGS QUAD   -  LITTLE TEXAS (1971)
 AA2441
 AA2441                         *CURRENT SURVEY CONTROL
 AA2441  ___________________________________________________________________
 AA2441* NAD 83(1992)-  32 24 56.59505(N)    085 31 24.93229(W)     ADJUSTED  
 AA2441* NAVD 88     -       117.9    (meters)     387.     (feet)  VERTCON   
 AA2441  ___________________________________________________________________
 AA2441  X           -     420,647.859 (meters)                     COMP
 AA2441  Y           -  -5,373,122.933 (meters)                     COMP
 AA2441  Z           -   3,399,485.229 (meters)                     COMP
 AA2441  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AA2441  ELLIP HEIGHT-          89.90  (meters)          (07/29/02) GPS OBS
 AA2441  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA2441
 AA2441  HORZ ORDER  -  FIRST
 AA2441  ELLP ORDER  -  FOURTH    CLASS I
 AA2441
 AA2441.The horizontal coordinates were established by GPS observations
 AA2441.and adjusted by the National Geodetic Survey in November 1994..
 AA2441
 AA2441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2441
 AA2441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2441
 AA2441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2441
 AA2441.The ellipsoidal height was determined by GPS observations
 AA2441.and is referenced to NAD 83.
 AA2441
 AA2441.The geoid height was determined by GEOID03.
 AA2441
 AA2441;                    North         East     Units Scale Factor Converg.
 AA2441;SPC AL E     -   212,443.894   229,134.470   MT  0.99997046   +0 09 57.7
 AA2441;UTM  16      - 3,587,475.692   638,828.297   MT  0.99983767   +0 47 29.6
 AA2441
 AA2441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2441!SPC AL E     -   0.99998588  x   0.99997046  =   0.99995635
 AA2441!UTM  16      -   0.99998588  x   0.99983767  =   0.99982356
 AA2441
 AA2441                          SUPERSEDED SURVEY CONTROL
 AA2441
 AA2441  ELLIP H (11/30/94)   89.99   (m)                       GP(       ) 4 1
 AA2441  NGVD 29 (11/30/94)  117.9    (m)          387.     (f) GPS OBS        
 AA2441
 AA2441.Superseded values are not recommended for survey control.
 AA2441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2441.See file dsdata.txt to determine how the superseded data were derived.
 AA2441
 AA2441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3882887476(NAD 83)
 AA2441_MARKER: DD = SURVEY DISK
 AA2441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2441_SP_SET: CONCRETE POST
 AA2441_STAMPING: 44-23 1992
 AA2441_MARK LOGO: ALHD  
 AA2441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2441+STABILITY: SURFACE MOTION
 AA2441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2441+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2441
 AA2441  HISTORY     - Date     Condition        Report By
 AA2441  HISTORY     - 1992     MONUMENTED       ALHD
 AA2441
 AA2441                          STATION DESCRIPTION
 AA2441
 AA2441'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2441'THE STATION IS LOCATED IN MACON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2441'MACON COUNTY ROAD NO. 24, ABOUT 4.75 MI (7.64 KM) WEST OF SOCIETY HILL
 AA2441'AND ABOUT 9.50 MI (15.29 KM) EAST OF TUSKEGEE. TO REACH THE STATION
 AA2441'FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 AT A TRAFFIC LIGHT IN
 AA2441'TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST 176.75 ON U.S. 80
 AA2441'AND MILE POST 0.00 ON ALA 81), DRIVE SOUTH ON U.S. 29 FOR 1.40 MI
 AA2441'(2.25 KM) TO MILE POST 163.35 AND MACON COUNTY ROAD NO. 26 (OLD
 AA2441'COLUMBUS ROAD) ON THE LEFT, TURN LEFT ON MACON COUNTY ROAD NO. 26 AND
 AA2441'DRIVE EAST FOR 3.90 MI (6.28 KM) TO A Y-INTERSECTION WITH MACON COUNTY
 AA2441'ROAD NO. 26 RIGHT AND MACON COUNTY ROAD NO. 22 LEFT, BEAR LEFT ON
 AA2441'MACON COUNTY ROAD NO. 22 AND DRIVE EAST FOR 5.35 MI (8.61 KM) TO A
 AA2441'PAVED CROSSROADS AT A CAUTION LIGHT WITH MACON COUNTY ROAD NO. 24 LEFT
 AA2441'AND RIGHT AND MACON COUNTY ROAD NO. 22 STRAIGHT AHEAD, TURN RIGHT ON
 AA2441'MACON COUNTY ROAD NO. 24 AND DRIVE SOUTH FOR 0.50 MI (0.80 KM) TO THE
 AA2441'STATION ON THE RIGHT. THE STATION IS 4.0 FT (1.2 M) NORTH OF THE
 AA2441'NORTHEAST END OF A FOUR BOARD WOOD FENCE, 18.0 FT (5.5 M) SOUTH OF THE
 AA2441'CENTER OF A GRAVEL DRIVE, 23.0 FT (7.0 M) EAST OF THE SOUTHEAST CORNER
 AA2441'OF A CATTLE GAP, 30.4 FT (9.3 M) WEST OF THE CENTERLINE OF MACON
 AA2441'COUNTY ROAD NO. 24, 31.4 FT (9.6 M) SOUTHEAST OF THE NORTHEAST CORNER
 AA2441'OF A CATTLE GAP, 32.9 FT (10.0 M) SOUTHEAST OF POWER POLE NO. 8 59 75
 AA2441'3, 68.8 FT (21.0 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. SHR
 AA2441'141 27 ACROSS MACON COUNTY ROAD NO. 24, 3.2 FT (1.0 M) NORTHEAST OF A
 AA2441'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 44-22
 AA2441'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2442 ***********************************************************************
 AA2442  DESIGNATION -  44 24
 AA2442  PID         -  AA2442
 AA2442  STATE/COUNTY-  AL/MACON
 AA2442  USGS QUAD   -  LITTLE TEXAS (1971)
 AA2442
 AA2442                         *CURRENT SURVEY CONTROL
 AA2442  ___________________________________________________________________
 AA2442* NAD 83(1992)-  32 28 07.15393(N)    085 34 34.81826(W)     ADJUSTED  
 AA2442* NAVD 88     -       164.9    (meters)     541.     (feet)  VERTCON   
 AA2442  ___________________________________________________________________
 AA2442  X           -     415,461.378 (meters)                     COMP
 AA2442  Y           -  -5,370,407.603 (meters)                     COMP
 AA2442  Z           -   3,404,464.260 (meters)                     COMP
 AA2442  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA2442  ELLIP HEIGHT-         136.63  (meters)          (07/29/02) GPS OBS
 AA2442  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AA2442
 AA2442  HORZ ORDER  -  FIRST
 AA2442  ELLP ORDER  -  FOURTH    CLASS I
 AA2442
 AA2442.The horizontal coordinates were established by GPS observations
 AA2442.and adjusted by the National Geodetic Survey in November 1994..
 AA2442
 AA2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2442
 AA2442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2442
 AA2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2442
 AA2442.The ellipsoidal height was determined by GPS observations
 AA2442.and is referenced to NAD 83.
 AA2442
 AA2442.The geoid height was determined by GEOID03.
 AA2442
 AA2442;                    North         East     Units Scale Factor Converg.
 AA2442;SPC AL E     -   218,300.516   224,158.993   MT  0.99996719   +0 08 16.7
 AA2442;UTM  16      - 3,593,276.797   633,789.836   MT  0.99982073   +0 45 51.8
 AA2442
 AA2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2442!SPC AL E     -   0.99997855  x   0.99996719  =   0.99994574
 AA2442!UTM  16      -   0.99997855  x   0.99982073  =   0.99979928
 AA2442
 AA2442:                Primary Azimuth Mark                     Grid Az
 AA2442:SPC AL E     -  44 25                                    119 39 45.4
 AA2442:UTM  16      -  44 25                                    119 02 10.3
 AA2442
 AA2442|---------------------------------------------------------------------|
 AA2442| PID    Reference Object                     Distance      Geod. Az  |
 AA2442|                                                           dddmmss.s |
 AA2442| AA2443 44 25                               APPROX. 0.5 KM 1194802.1 |
 AA2442|---------------------------------------------------------------------|
 AA2442
 AA2442                          SUPERSEDED SURVEY CONTROL
 AA2442
 AA2442  ELLIP H (11/30/94)  136.73   (m)                       GP(       ) 4 1
 AA2442  NGVD 29 (11/30/94)  164.8    (m)          541.     (f) GPS OBS        
 AA2442
 AA2442.Superseded values are not recommended for survey control.
 AA2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2442.See file dsdata.txt to determine how the superseded data were derived.
 AA2442
 AA2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3379093277(NAD 83)
 AA2442_MARKER: DD = SURVEY DISK
 AA2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2442_SP_SET: CONCRETE POST
 AA2442_STAMPING: 44-24 1992
 AA2442_MARK LOGO: ALHD  
 AA2442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2442+STABILITY: SURFACE MOTION
 AA2442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2442+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AA2442
 AA2442  HISTORY     - Date     Condition        Report By
 AA2442  HISTORY     - 1992     MONUMENTED       ALHD
 AA2442  HISTORY     - 20050622 GOOD             ALDOT
 AA2442
 AA2442                          STATION DESCRIPTION
 AA2442
 AA2442'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2442'THE STATION IS LOCATED IN MACON COUNTY IN THE SOUTHEAST QUADRANT OF
 AA2442'THE INTERSECTION OF U.S. 29, U.S. 80 AND ALA 186 AT THE OVERPASS
 AA2442'BRIDGE, ABOUT 7.45 MI (11.99 KM) NORTHWEST OF TUSKEGEE AND ABOUT 7.95
 AA2442'MI (12.79 KM) NORTHEAST OF SOCIETY HILL. THE STATION IS 9.6 FT (2.9 M)
 AA2442'SOUTH-SOUTHEAST OF A SECTION OF GUARD RAIL, 32.0 FT (9.8 M)
 AA2442'SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. 29, 35.6 FT (10.9 M)
 AA2442'SOUTHWEST OF THE NORTHEAST END OF A SECTION OF GUARD RAIL, 56.6 FT
 AA2442'(17.3 M) EAST OF THE SOUTHEAST CORNER OF THE OVERPASS BRIDGE AT THE
 AA2442'INTERSECTION OF U.S. 29, U.S. 80 AND ALA 186, 96.5 FT (29.4 M)
 AA2442'WEST-NORTHWEST OF POWER POLE NO. 8 26 10, 10.0 FT (3.0 M) SOUTHEAST OF
 AA2442'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 44-25
 AA2442'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2442
 AA2442                          STATION RECOVERY (2005)
 AA2442
 AA2442'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005 (JPJ)
 AA2442'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2443 ***********************************************************************
 AA2443  DESIGNATION -  44 25
 AA2443  PID         -  AA2443
 AA2443  STATE/COUNTY-  AL/MACON
 AA2443  USGS QUAD   -  LITTLE TEXAS (1971)
 AA2443
 AA2443                         *CURRENT SURVEY CONTROL
 AA2443  ___________________________________________________________________
 AA2443* NAD 83(1992)-  32 27 58.59724(N)    085 34 17.19540(W)     ADJUSTED  
 AA2443* NAVD 88     -       157.7    (meters)     517.     (feet)  VERTCON   
 AA2443  ___________________________________________________________________
 AA2443  X           -     415,930.674 (meters)                     COMP
 AA2443  Y           -  -5,370,507.158 (meters)                     COMP
 AA2443  Z           -   3,404,238.040 (meters)                     COMP
 AA2443  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AA2443  ELLIP HEIGHT-         129.49  (meters)          (07/29/02) GPS OBS
 AA2443  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AA2443
 AA2443  HORZ ORDER  -  FIRST
 AA2443  ELLP ORDER  -  FOURTH    CLASS I
 AA2443
 AA2443.The horizontal coordinates were established by GPS observations
 AA2443.and adjusted by the National Geodetic Survey in November 1994..
 AA2443
 AA2443.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2443
 AA2443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2443
 AA2443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2443
 AA2443.The ellipsoidal height was determined by GPS observations
 AA2443.and is referenced to NAD 83.
 AA2443
 AA2443.The geoid height was determined by GEOID03.
 AA2443
 AA2443;                    North         East     Units Scale Factor Converg.
 AA2443;SPC AL E     -   218,038.062   224,619.821   MT  0.99996747   +0 08 26.1
 AA2443;UTM  16      - 3,593,019.435   634,253.439   MT  0.99982226   +0 46 01.1
 AA2443
 AA2443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2443!SPC AL E     -   0.99997967  x   0.99996747  =   0.99994714
 AA2443!UTM  16      -   0.99997967  x   0.99982226  =   0.99980193
 AA2443
 AA2443:                Primary Azimuth Mark                     Grid Az
 AA2443:SPC AL E     -  44 24                                    299 39 45.5
 AA2443:UTM  16      -  44 24                                    299 02 10.5
 AA2443
 AA2443|---------------------------------------------------------------------|
 AA2443| PID    Reference Object                     Distance      Geod. Az  |
 AA2443|                                                           dddmmss.s |
 AA2443| AA2442 44 24                               APPROX. 0.5 KM 2994811.6 |
 AA2443|---------------------------------------------------------------------|
 AA2443
 AA2443                          SUPERSEDED SURVEY CONTROL
 AA2443
 AA2443  ELLIP H (11/30/94)  129.58   (m)                       GP(       ) 4 1
 AA2443  NGVD 29 (11/30/94)  157.7    (m)          517.     (f) GPS OBS        
 AA2443
 AA2443.Superseded values are not recommended for survey control.
 AA2443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2443.See file dsdata.txt to determine how the superseded data were derived.
 AA2443
 AA2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3425393019(NAD 83)
 AA2443_MARKER: DD = SURVEY DISK
 AA2443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2443_SP_SET: CONCRETE POST
 AA2443_STAMPING: 44-25 1992
 AA2443_MARK LOGO: ALHD  
 AA2443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2443+STABILITY: SURFACE MOTION
 AA2443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2443+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2443
 AA2443  HISTORY     - Date     Condition        Report By
 AA2443  HISTORY     - 1992     MONUMENTED       ALHD
 AA2443
 AA2443                          STATION DESCRIPTION
 AA2443
 AA2443'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2443'THE STATION IS LOCATED IN MACON COUNTY IN THE SOUTH RIGHT OF WAY OF
 AA2443'U.S. 80, ABOUT 7.55 MI (12.15 KM) NORTHWEST OF TUSKEGEE AND ABOUT 7.60
 AA2443'MI (12.23 KM) NORTHEAST OF SOCIETY HILL. TO REACH THE STATION FROM THE
 AA2443'JUNCTION OF U.S. 29, U.S. 80 AND ALA 186, (MILE POST 184.35 ON U.S. 80
 AA2443'AND MILE POST 3.95 ON ALA 186) ,DRIVE SOUTHEAST ON U.S. 80 FOR 0.35 MI
 AA2443'(0.56 KM) TO MILE POST 4.30 AND THE STATION ON THE RIGHT. THE STATION
 AA2443'IS 20.5 FT (6.2 M) NORTH-NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE
 AA2443'ON WOOD POST, 26.6 FT (8.1 M) SOUTH-SOUTHEAST OF THE CENTER OF A
 AA2443'CONCRETE GUTTER, 64.5 FT (19.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 AA2443'U.S. 80, 69.6 FT (21.2 M) EAST OF THE NORTHWEST BRACED FENCE CORNER,
 AA2443'79.0 FT (24.1 M) WEST-NORTHWEST OF POWER POLE NO. 22, 20.9 FT (6.4 M)
 AA2443'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2443'STATION 44-24 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2444 ***********************************************************************
 AA2444  DESIGNATION -  44 26
 AA2444  PID         -  AA2444
 AA2444  STATE/COUNTY-  AL/MACON
 AA2444  USGS QUAD   -  SOCIETY HILL (1985)
 AA2444
 AA2444                         *CURRENT SURVEY CONTROL
 AA2444  ___________________________________________________________________
 AA2444* NAD 83(1992)-  32 26 56.64401(N)    085 27 01.04267(W)     ADJUSTED  
 AA2444* NAVD 88     -       151.5    (meters)     497.     (feet)  VERTCON   
 AA2444  ___________________________________________________________________
 AA2444  X           -     427,366.669 (meters)                     COMP
 AA2444  Y           -  -5,370,631.611 (meters)                     COMP
 AA2444  Z           -   3,402,624.495 (meters)                     COMP
 AA2444  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AA2444  ELLIP HEIGHT-         123.50  (meters)          (07/29/02) GPS OBS
 AA2444  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AA2444
 AA2444  HORZ ORDER  -  FIRST
 AA2444  ELLP ORDER  -  FOURTH    CLASS I
 AA2444
 AA2444.The horizontal coordinates were established by GPS observations
 AA2444.and adjusted by the National Geodetic Survey in November 1994..
 AA2444
 AA2444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2444
 AA2444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2444
 AA2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2444
 AA2444.The ellipsoidal height was determined by GPS observations
 AA2444.and is referenced to NAD 83.
 AA2444
 AA2444.The geoid height was determined by GEOID03.
 AA2444
 AA2444;                    North         East     Units Scale Factor Converg.
 AA2444;SPC AL E     -   216,164.116   236,016.154   MT  0.99997599   +0 12 19.9
 AA2444;UTM  16      - 3,591,270.388   645,668.092   MT  0.99986166   +0 49 53.9
 AA2444
 AA2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2444!SPC AL E     -   0.99998061  x   0.99997599  =   0.99995660
 AA2444!UTM  16      -   0.99998061  x   0.99986166  =   0.99984227
 AA2444
 AA2444:                Primary Azimuth Mark                     Grid Az
 AA2444:SPC AL E     -  44 27                                    353 47 41.4
 AA2444:UTM  16      -  44 27                                    353 10 07.4
 AA2444
 AA2444|---------------------------------------------------------------------|
 AA2444| PID    Reference Object                     Distance      Geod. Az  |
 AA2444|                                                           dddmmss.s |
 AA2444| AA2445 44 27                               APPROX. 0.6 KM 3540001.3 |
 AA2444|---------------------------------------------------------------------|
 AA2444
 AA2444                          SUPERSEDED SURVEY CONTROL
 AA2444
 AA2444  ELLIP H (11/30/94)  123.59   (m)                       GP(       ) 4 1
 AA2444  NGVD 29 (11/30/94)  151.5    (m)          497.     (f) GPS OBS        
 AA2444
 AA2444.Superseded values are not recommended for survey control.
 AA2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2444.See file dsdata.txt to determine how the superseded data were derived.
 AA2444
 AA2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4566891270(NAD 83)
 AA2444_MARKER: DD = SURVEY DISK
 AA2444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2444_SP_SET: CONCRETE POST
 AA2444_STAMPING: 44-26 1992
 AA2444_MARK LOGO: ALHD  
 AA2444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2444+STABILITY: SURFACE MOTION
 AA2444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2444+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2444
 AA2444  HISTORY     - Date     Condition        Report By
 AA2444  HISTORY     - 1992     MONUMENTED       ALHD
 AA2444
 AA2444                          STATION DESCRIPTION
 AA2444
 AA2444'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2444'THE STATION IS LOCATED IN MACON COUNTY ON THE EAST RIGHT OF WAY OF
 AA2444'MACON COUNTY ROAD NO. 43, ABOUT 1.80 MI (2.90 KM) NORTH OF SOCIETY
 AA2444'HILL AND ABOUT 14.15 MI (22.77 KM) EAST OF TUSKEGEE. TO REACH THE
 AA2444'STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 186, AT THE
 AA2444'OVERPASS BRIDGE, (MILE POST 184.35 ON U.S. 80 AND MILE POST 3.95 ON
 AA2444'ALA 186), DRIVE SOUTHEAST ON U.S. 80 FOR 8.35 MI (13.44 KM) TO MILE
 AA2444'POST 192.70 AND MACON COUNTY ROAD NO. 43 LEFT AND RIGHT AT SOCIETY
 AA2444'HILL, TURN LEFT ON MACON COUNTY ROAD NO. 43 AND DRIVE NORTH FOR 1.65
 AA2444'MI (2.66 KM) TO THE STATION ON THE RIGHT. THE STATION IS 32.0 FT (9.8
 AA2444'M) EAST OF THE CENTERLINE OF MACON COUNTY ROAD NO. 43, 69.8 FT (21.3
 AA2444'M) NORTH-NORTHWEST OF A POWER POLE, 2.1 FT (0.6 M) WEST OF A CARSONITE
 AA2444'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 44-27 1992 MAY BE
 AA2444'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2445 ***********************************************************************
 AA2445  DESIGNATION -  44 27
 AA2445  PID         -  AA2445
 AA2445  STATE/COUNTY-  AL/MACON
 AA2445  USGS QUAD   -  SOCIETY HILL (1985)
 AA2445
 AA2445                         *CURRENT SURVEY CONTROL
 AA2445  ___________________________________________________________________
 AA2445* NAD 83(1992)-  32 27 14.44699(N)    085 27 03.24944(W)     ADJUSTED  
 AA2445* NAVD 88     -       155.2    (meters)     509.     (feet)  VERTCON   
 AA2445  ___________________________________________________________________
 AA2445  X           -     427,286.112 (meters)                     COMP
 AA2445  Y           -  -5,370,345.874 (meters)                     COMP
 AA2445  Z           -   3,403,089.210 (meters)                     COMP
 AA2445  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 AA2445  ELLIP HEIGHT-         127.11  (meters)          (07/29/02) GPS OBS
 AA2445  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AA2445
 AA2445  HORZ ORDER  -  FIRST
 AA2445  ELLP ORDER  -  FOURTH    CLASS I
 AA2445
 AA2445.The horizontal coordinates were established by GPS observations
 AA2445.and adjusted by the National Geodetic Survey in November 1994..
 AA2445
 AA2445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2445
 AA2445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2445
 AA2445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2445
 AA2445.The ellipsoidal height was determined by GPS observations
 AA2445.and is referenced to NAD 83.
 AA2445
 AA2445.The geoid height was determined by GEOID03.
 AA2445
 AA2445;                    North         East     Units Scale Factor Converg.
 AA2445;SPC AL E     -   216,712.297   235,956.553   MT  0.99997594   +0 12 18.8
 AA2445;UTM  16      - 3,591,817.823   645,602.510   MT  0.99986143   +0 49 53.1
 AA2445
 AA2445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2445!SPC AL E     -   0.99998004  x   0.99997594  =   0.99995598
 AA2445!UTM  16      -   0.99998004  x   0.99986143  =   0.99984148
 AA2445
 AA2445:                Primary Azimuth Mark                     Grid Az
 AA2445:SPC AL E     -  44 26                                    173 47 41.3
 AA2445:UTM  16      -  44 26                                    173 10 07.0
 AA2445
 AA2445|---------------------------------------------------------------------|
 AA2445| PID    Reference Object                     Distance      Geod. Az  |
 AA2445|                                                           dddmmss.s |
 AA2445| AA2444 44 26                               APPROX. 0.6 KM 1740000.1 |
 AA2445|---------------------------------------------------------------------|
 AA2445
 AA2445                          SUPERSEDED SURVEY CONTROL
 AA2445
 AA2445  ELLIP H (11/30/94)  127.20   (m)                       GP(       ) 4 1
 AA2445  NGVD 29 (11/30/94)  155.1    (m)          509.     (f) GPS OBS        
 AA2445
 AA2445.Superseded values are not recommended for survey control.
 AA2445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2445.See file dsdata.txt to determine how the superseded data were derived.
 AA2445
 AA2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4560391818(NAD 83)
 AA2445_MARKER: DD = SURVEY DISK
 AA2445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2445_SP_SET: CONCRETE POST
 AA2445_STAMPING: 44-27 1992
 AA2445_MARK LOGO: ALHD  
 AA2445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2445+STABILITY: SURFACE MOTION
 AA2445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2445+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2445
 AA2445  HISTORY     - Date     Condition        Report By
 AA2445  HISTORY     - 1992     MONUMENTED       ALHD
 AA2445
 AA2445                          STATION DESCRIPTION
 AA2445
 AA2445'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2445'THE STATION IS LOCATED IN MACON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2445'MACON COUNTY ROAD NO. 43, ABOUT 2.10 MI (3.38 KM) NORTH OF SOCIETY
 AA2445'HILL AND ABOUT 13.95 MI (22.45 KM) EAST OF TUSKEGEE. TO REACH THE
 AA2445'STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 186, AT THE
 AA2445'OVERPASS BRIDGE, (MILE POST 184.35 ON U.S. 80 AND MILE POST 3.95 ON
 AA2445'ALA 186), DRIVE SOUTHEAST ON U.S. 80 FOR 8.35 MI (13.44 KM) TO MILE
 AA2445'POST 192.70 AND MACON COUNTY ROAD NO. 43 LEFT AND RIGHT AT SOCIETY
 AA2445'HILL, TURN LEFT ON MACON COUNTY ROAD NO. 43 AND DRIVE NORTH FOR 1.95
 AA2445'MI (3.14 KM) TO THE STATION ON THE LEFT. THE STATION IS 34.1 FT (10.4
 AA2445'M) WEST OF THE CENTERLINE OF MACON COUNTY ROAD NO. 43, 2.3 FT (0.7 M)
 AA2445'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2445'STATION 44-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2446 ***********************************************************************
 AA2446  DESIGNATION -  44 28
 AA2446  PID         -  AA2446
 AA2446  STATE/COUNTY-  AL/MACON
 AA2446  USGS QUAD   -  LA PLACE (1971)
 AA2446
 AA2446                         *CURRENT SURVEY CONTROL
 AA2446  ___________________________________________________________________
 AA2446* NAD 83(1992)-  32 28 37.24683(N)    085 47 03.62596(W)     ADJUSTED  
 AA2446* NAVD 88     -        73.5    (meters)     241.     (feet)  VERTCON   
 AA2446  ___________________________________________________________________
 AA2446  X           -     395,920.108 (meters)                     COMP
 AA2446  Y           -  -5,371,307.066 (meters)                     COMP
 AA2446  Z           -   3,405,197.157 (meters)                     COMP
 AA2446  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AA2446  ELLIP HEIGHT-          45.06  (meters)          (07/29/02) GPS OBS
 AA2446  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AA2446
 AA2446  HORZ ORDER  -  FIRST
 AA2446  ELLP ORDER  -  FOURTH    CLASS I
 AA2446
 AA2446.The horizontal coordinates were established by GPS observations
 AA2446.and adjusted by the National Geodetic Survey in November 1994..
 AA2446
 AA2446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2446
 AA2446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2446
 AA2446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2446
 AA2446.The ellipsoidal height was determined by GPS observations
 AA2446.and is referenced to NAD 83.
 AA2446
 AA2446.The geoid height was determined by GEOID03.
 AA2446
 AA2446;                    North         East     Units Scale Factor Converg.
 AA2446;SPC AL E     -   219,199.437   204,605.170   MT  0.99996026   +0 01 34.7
 AA2446;UTM  16      - 3,593,961.748   614,230.737   MT  0.99976091   +0 39 10.2
 AA2446
 AA2446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2446!SPC AL E     -   0.99999293  x   0.99996026  =   0.99995319
 AA2446!UTM  16      -   0.99999293  x   0.99976091  =   0.99975384
 AA2446
 AA2446:                Primary Azimuth Mark                     Grid Az
 AA2446:SPC AL E     -  44 29                                    168 30 46.3
 AA2446:UTM  16      -  44 29                                    167 53 10.8
 AA2446
 AA2446|---------------------------------------------------------------------|
 AA2446| PID    Reference Object                     Distance      Geod. Az  |
 AA2446|                                                           dddmmss.s |
 AA2446| AA2447 44 29                               439.366 METERS 1683221.0 |
 AA2446|---------------------------------------------------------------------|
 AA2446
 AA2446                          SUPERSEDED SURVEY CONTROL
 AA2446
 AA2446  ELLIP H (11/30/94)   45.16   (m)                       GP(       ) 4 1
 AA2446  NGVD 29 (11/30/94)   73.5    (m)          241.     (f) GPS OBS        
 AA2446
 AA2446.Superseded values are not recommended for survey control.
 AA2446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2446.See file dsdata.txt to determine how the superseded data were derived.
 AA2446
 AA2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1423193962(NAD 83)
 AA2446_MARKER: DD = SURVEY DISK
 AA2446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2446_SP_SET: CONCRETE POST
 AA2446_STAMPING: 44-28 1992
 AA2446_MARK LOGO: ALHD  
 AA2446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2446+STABILITY: SURFACE MOTION
 AA2446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2446+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2446
 AA2446  HISTORY     - Date     Condition        Report By
 AA2446  HISTORY     - 1992     MONUMENTED       ALHD
 AA2446
 AA2446                          STATION DESCRIPTION
 AA2446
 AA2446'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2446'THE STATION IS LOCATED IN MACON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2446'MACON COUNTY ROAD NO. 101 (MAHONE BARNETT ROAD), ABOUT 6.60 MI (10.62
 AA2446'KM) NORTHWEST OF TUSKEGEE AND ABOUT 8.80 MI (14.16 KM) SOUTHWEST OF
 AA2446'NOTASULGA. TO REACH THE STATION FROM EXIT 32 ON I-85, (MILE POST
 AA2446'500.10 ON ALA 49), DRIVE NORTH ON ALA 49 FOR 2.80 MI (4.51 KM) TO MILE
 AA2446'POST 503.05 TO MACON COUNTY ROAD NO. 36 STRAIGHT AHEAD AND ALA 49 ON
 AA2446'THE LEFT, DRIVE EAST ON MACON COUNTY ROAD NO. 36 FOR 0.90 MI (1.45 KM)
 AA2446'TO MACON COUNTY ROAD NO. 101 (MAHONE BARNETT ROAD) ON THE RIGHT, TURN
 AA2446'RIGHT ON MACON COUNTY ROAD NO. 101 AND DRIVE SOUTH FOR 0.05 MI (0.08
 AA2446'KM) AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST
 AA2446'OF A FOUR STRAND BARBED WIRE FENCE ON WOOD POST, 6.6 FT (2.0 M)
 AA2446'NORTH-NORTHEAST OF A SINGLE BRACED CROSS TIE POST IN THE FENCE LINE,
 AA2446'22.9 FT (7.0 M) WEST OF A MACON COUNTY ROAD NO. 101 SIGN, 35.9 FT
 AA2446'(10.9 M) WEST OF THE CENTERLINE OF MACON COUNTY ROAD NO. 101, 112.8 FT
 AA2446'(34.4 M) SOUTHWEST OF A STOP SIGN, 115.5 FT (35.2 M) NORTH OF A GRAVEL
 AA2446'DRIVEWAY, 145.7 FT (44.4 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 AA2446'INTERSECTION OF MACON COUNTY ROAD NO. 101 AND MACON COUNTY ROAD NO.
 AA2446'36, 2.9 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2446'WITH THE GROUND. STATION 44-29 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2446'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2447 ***********************************************************************
 AA2447  DESIGNATION -  44 29
 AA2447  PID         -  AA2447
 AA2447  STATE/COUNTY-  AL/MACON
 AA2447  USGS QUAD   -  LA PLACE (1971)
 AA2447
 AA2447                         *CURRENT SURVEY CONTROL
 AA2447  ___________________________________________________________________
 AA2447* NAD 83(1992)-  32 28 23.26803(N)    085 47 00.28268(W)     ADJUSTED  
 AA2447* NAVD 88     -        82.4    (meters)     270.     (feet)  VERTCON   
 AA2447  ___________________________________________________________________
 AA2447  X           -     396,024.720 (meters)                     COMP
 AA2447  Y           -  -5,371,538.701 (meters)                     COMP
 AA2447  Z           -   3,404,838.652 (meters)                     COMP
 AA2447  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA2447  ELLIP HEIGHT-          53.94  (meters)          (07/29/02) GPS OBS
 AA2447  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AA2447
 AA2447  HORZ ORDER  -  FIRST
 AA2447  ELLP ORDER  -  FOURTH    CLASS I
 AA2447
 AA2447.The horizontal coordinates were established by GPS observations
 AA2447.and adjusted by the National Geodetic Survey in November 1994..
 AA2447
 AA2447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2447
 AA2447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2447
 AA2447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2447
 AA2447.The ellipsoidal height was determined by GPS observations
 AA2447.and is referenced to NAD 83.
 AA2447
 AA2447.The geoid height was determined by GEOID03.
 AA2447
 AA2447;                    North         East     Units Scale Factor Converg.
 AA2447;SPC AL E     -   218,768.889   204,692.666   MT  0.99996027   +0 01 36.5
 AA2447;UTM  16      - 3,593,532.268   614,322.916   MT  0.99976117   +0 39 11.7
 AA2447
 AA2447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2447!SPC AL E     -   0.99999153  x   0.99996027  =   0.99995180
 AA2447!UTM  16      -   0.99999153  x   0.99976117  =   0.99975270
 AA2447
 AA2447:                Primary Azimuth Mark                     Grid Az
 AA2447:SPC AL E     -  44 28                                    348 30 46.3
 AA2447:UTM  16      -  44 28                                    347 53 11.1
 AA2447
 AA2447|---------------------------------------------------------------------|
 AA2447| PID    Reference Object                     Distance      Geod. Az  |
 AA2447|                                                           dddmmss.s |
 AA2447| AA2446 44 28                               439.366 METERS 3483222.8 |
 AA2447|---------------------------------------------------------------------|
 AA2447
 AA2447                          SUPERSEDED SURVEY CONTROL
 AA2447
 AA2447  ELLIP H (11/30/94)   54.04   (m)                       GP(       ) 4 1
 AA2447  NGVD 29 (11/30/94)   82.3    (m)          270.     (f) GPS OBS        
 AA2447
 AA2447.Superseded values are not recommended for survey control.
 AA2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2447.See file dsdata.txt to determine how the superseded data were derived.
 AA2447
 AA2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1432393532(NAD 83)
 AA2447_MARKER: DD = SURVEY DISK
 AA2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2447_SP_SET: CONCRETE POST
 AA2447_STAMPING: 44-29 1992
 AA2447_MARK LOGO: ALHD  
 AA2447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2447+STABILITY: SURFACE MOTION
 AA2447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2447+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AA2447
 AA2447  HISTORY     - Date     Condition        Report By
 AA2447  HISTORY     - 1992     MONUMENTED       ALHD
 AA2447  HISTORY     - 20050622 GOOD             ALDOT
 AA2447
 AA2447                          STATION DESCRIPTION
 AA2447
 AA2447'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2447'THE STATION IS LOCATED IN MACON COUNTY ON THE EAST RIGHT OF WAY OF
 AA2447'MACON COUNTY ROAD NO. 101 (MAHONE BARNETT ROAD), ABOUT 6.40 MI (10.30
 AA2447'KM) NORTHWEST OF TUSKEGEE AND ABOUT 8.95 MI (14.40 KM) SOUTHWEST OF
 AA2447'NOTASULGA. TO REACH THE STATION FROM EXIT 32 ON I-85, (MILE POST
 AA2447'500.10 ON ALA 49), DRIVE NORTH ON ALA 49 FOR 2.80 MI (4.51 KM) TO MILE
 AA2447'POST 503.05 TO MACON COUNTY ROAD NO. 36 STRAIGHT AHEAD AND ALA 49 ON
 AA2447'THE LEFT, DRIVE EAST ON MACON COUNTY ROAD NO. 36 FOR 0.90 MI (1.45 KM)
 AA2447'TO MACON COUNTY ROAD NO. 101 (MAHONE BARNETT ROAD) ON THE RIGHT, TURN
 AA2447'RIGHT ON MACON COUNTY ROAD NO. 101 AND DRIVE SOUTH FOR 0.30 MI (0.48
 AA2447'KM) AND THE STATION ON THE LEFT. THE STATION IS 2.9 FT (0.9 M) WEST OF
 AA2447'A FOUR STRAND BARBED WIRE FENCE ON WOOD POSTS, 7.3 FT (2.2 M)
 AA2447'NORTH-NORTHWEST OF A SINGLE BRACED WOOD POST IN THE FENCE LINE, 37.5
 AA2447'FT (11.4 M) EAST OF THE CENTERLINE OF MACON COUNTY ROAD NO. 101, 2.8
 AA2447'FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2447'GROUND. STATION 44-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2447
 AA2447                          STATION RECOVERY (2005)
 AA2447
 AA2447'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA2447'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2379 ***********************************************************************
 CM2379  DESIGNATION -  44 3
 CM2379  PID         -  CM2379
 CM2379  STATE/COUNTY-  AL/MACON
 CM2379  USGS QUAD   -  HARDAWAY (1971)
 CM2379
 CM2379                         *CURRENT SURVEY CONTROL
 CM2379  ___________________________________________________________________
 CM2379* NAD 83(1992)-  32 17 44.33742(N)    085 50 34.57377(W)     ADJUSTED  
 CM2379* NAVD 88     -        84.6    (meters)     278.     (feet)  VERTCON   
 CM2379  ___________________________________________________________________
 CM2379  X           -     391,208.278 (meters)                     COMP
 CM2379  Y           -  -5,382,463.314 (meters)                     COMP
 CM2379  Z           -   3,388,219.548 (meters)                     COMP
 CM2379  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CM2379  ELLIP HEIGHT-          56.78  (meters)          (07/29/02) GPS OBS
 CM2379  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CM2379
 CM2379  HORZ ORDER  -  FIRST
 CM2379  ELLP ORDER  -  FOURTH    CLASS I
 CM2379
 CM2379.The horizontal coordinates were established by GPS observations
 CM2379.and adjusted by the National Geodetic Survey in December 1992..
 CM2379
 CM2379.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2379.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2379
 CM2379.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2379
 CM2379.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2379
 CM2379.The ellipsoidal height was determined by GPS observations
 CM2379.and is referenced to NAD 83.
 CM2379
 CM2379.The geoid height was determined by GEOID03.
 CM2379
 CM2379;                    North         East     Units Scale Factor Converg.
 CM2379;SPC AL E     -   199,087.150   199,095.465   MT  0.99996001   -0 00 18.5
 CM2379;UTM  16      - 3,573,794.726   608,941.824   MT  0.99974636   +0 37 05.8
 CM2379
 CM2379!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2379!SPC AL E     -   0.99999108  x   0.99996001  =   0.99995110
 CM2379!UTM  16      -   0.99999108  x   0.99974636  =   0.99973745
 CM2379
 CM2379:                Primary Azimuth Mark                     Grid Az
 CM2379:SPC AL E     -  JOHNSON                                  350 50 26.9
 CM2379:UTM  16      -  JOHNSON                                  350 13 02.6
 CM2379
 CM2379|---------------------------------------------------------------------|
 CM2379| PID    Reference Object                     Distance      Geod. Az  |
 CM2379|                                                           dddmmss.s |
 CM2379| CM2306 JOHNSON                             APPROX. 0.5 KM 3505008.4 |
 CM2379|---------------------------------------------------------------------|
 CM2379
 CM2379                          SUPERSEDED SURVEY CONTROL
 CM2379
 CM2379  ELLIP H (12/04/92)   56.85   (m)                       GP(       ) 4 1
 CM2379  NAD 83(1986)-  32 17 44.34666(N)    085 50 34.57346(W) AD(       ) 1
 CM2379  NGVD 29 (12/04/92)   84.6    (m)          278.     (f) GPS OBS        
 CM2379
 CM2379.Superseded values are not recommended for survey control.
 CM2379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2379.See file dsdata.txt to determine how the superseded data were derived.
 CM2379
 CM2379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0894273795(NAD 83)
 CM2379_MARKER: DD = SURVEY DISK
 CM2379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2379_SP_SET: CONCRETE POST
 CM2379_STAMPING: 44 - 3 1989
 CM2379_MARK LOGO: ALHD  
 CM2379_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2379+STABILITY: SURFACE MOTION
 CM2379_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2379+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CM2379
 CM2379  HISTORY     - Date     Condition        Report By
 CM2379  HISTORY     - 1989     MONUMENTED       ALHD
 CM2379
 CM2379                          STATION DESCRIPTION
 CM2379
 CM2379'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2379'THE STATION IS LOCATED IN MACON COUNTY ON THE EAST RIGHT OF WAY OF
 CM2379'MACON COUNTY ROAD NO. 13, ABOUT 20.28 KM (12.60 MI) SOUTHWEST OF
 CM2379'TUSKEGEE AND ABOUT 43.94 KM (27.30 MI) EAST - SOUTHEAST OF MONTGOMERY.
 CM2379'TO REACH THE STATION FROM THE SHORTER INTERCHANGE, EXIT 22 OFF I-85,
 CM2379'GO SOUTH AND EAST ON U. S. HIGHWAY 80 FOR 11.18 KM (6.95 MI) TO MILE
 CM2379'POST 166.05 AND MACON COUNTY ROAD NO. 13 ON THE RIGHT, TURN RIGHT ON
 CM2379'MACON COUNTY ROAD NO. 13 AND GO SOUTH FOR 9.66 KM (6.00 MI) TO THE
 CM2379'STATION ON THE LEFT.
 CM2379'THE STATION IS 9.75 M (32.0 FT) EAST-NORTHEAST OF THE CENTER OF MACON
 CM2379'COUNTY ROAD NO. 13, 3.35 M (11.0 FT) WEST-SOUTHWEST OF A FOUR STRAND
 CM2379'BARBED WIRE FENCE ON TREATED WOOD POSTS, AND 3.77 M (12.4 FT) WEST -
 CM2379'SOUTHWEST OF A CARSONITE WITNESS POST.
 CM2379'STATION JOHNSON 1943 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2448 ***********************************************************************
 AA2448  DESIGNATION -  44 30
 AA2448  PID         -  AA2448
 AA2448  STATE/COUNTY-  AL/MACON
 AA2448  USGS QUAD   -  BRASSELL (1987)
 AA2448
 AA2448                         *CURRENT SURVEY CONTROL
 AA2448  ___________________________________________________________________
 AA2448* NAD 83(1992)-  32 24 59.66208(N)    086 00 05.38156(W)     ADJUSTED  
 AA2448* NAVD 88     -        58.5    (meters)     192.     (feet)  VERTCON   
 AA2448  ___________________________________________________________________
 AA2448  X           -     375,809.630 (meters)                     COMP
 AA2448  Y           -  -5,376,343.884 (meters)                     COMP
 AA2448  Z           -   3,399,533.035 (meters)                     COMP
 AA2448  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AA2448  ELLIP HEIGHT-          30.30  (meters)          (07/29/02) GPS OBS
 AA2448  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AA2448
 AA2448  HORZ ORDER  -  FIRST
 AA2448  ELLP ORDER  -  FOURTH    CLASS I
 AA2448
 AA2448.The horizontal coordinates were established by GPS observations
 AA2448.and adjusted by the National Geodetic Survey in November 1994..
 AA2448
 AA2448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2448
 AA2448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2448
 AA2448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2448
 AA2448.The ellipsoidal height was determined by GPS observations
 AA2448.and is referenced to NAD 83.
 AA2448
 AA2448.The geoid height was determined by GEOID03.
 AA2448
 AA2448;                    North         East     Units Scale Factor Converg.
 AA2448;SPC AL E     -   212,508.595   184,182.773   MT  0.99996308   -0 05 24.5
 AA2448;UTM  16      - 3,587,049.751   593,887.274   MT  0.99970870   +0 32 07.1
 AA2448
 AA2448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2448!SPC AL E     -   0.99999524  x   0.99996308  =   0.99995832
 AA2448!UTM  16      -   0.99999524  x   0.99970870  =   0.99970394
 AA2448
 AA2448:                Primary Azimuth Mark                     Grid Az
 AA2448:SPC AL E     -  44 31                                    060 14 55.9
 AA2448:UTM  16      -  44 31                                    059 37 24.3
 AA2448
 AA2448|---------------------------------------------------------------------|
 AA2448| PID    Reference Object                     Distance      Geod. Az  |
 AA2448|                                                           dddmmss.s |
 AA2448| AA2449 44 31                               APPROX. 0.5 KM 0600931.4 |
 AA2448|---------------------------------------------------------------------|
 AA2448
 AA2448                          SUPERSEDED SURVEY CONTROL
 AA2448
 AA2448  ELLIP H (11/30/94)   30.39   (m)                       GP(       ) 4 1
 AA2448  NGVD 29 (11/30/94)   58.5    (m)          192.     (f) GPS OBS        
 AA2448
 AA2448.Superseded values are not recommended for survey control.
 AA2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2448.See file dsdata.txt to determine how the superseded data were derived.
 AA2448
 AA2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9388787050(NAD 83)
 AA2448_MARKER: DD = SURVEY DISK
 AA2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2448_SP_SET: CONCRETE POST
 AA2448_STAMPING: 44-30 1992
 AA2448_MARK LOGO: ALHD  
 AA2448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2448+STABILITY: SURFACE MOTION
 AA2448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2448+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2448
 AA2448  HISTORY     - Date     Condition        Report By
 AA2448  HISTORY     - 1992     MONUMENTED       ALHD
 AA2448
 AA2448                          STATION DESCRIPTION
 AA2448
 AA2448'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2448'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2448'OF MACON COUNTY ROAD NO. 97, ABOUT 3.85 MI (6.20 KM) NORTHWEST OF
 AA2448'SHORTER AND ABOUT 18.10 MI (29.13 KM) WEST OF TUSKEGEE. TO REACH THE
 AA2448'STATION FROM EXIT 22 ON I-85, DRIVE SOUTHEAST ON MACON COUNTY ROAD NO.
 AA2448'93 FOR 0.65 MI (1.05 KM) TO THE JUNCTION OF U.S. 80 WEST ON THE RIGHT
 AA2448'AND U.S. 80 EAST STRAIGHT AHEAD, (MILE POST 159.80 ON U.S. 80), TURN
 AA2448'RIGHT ON U.S. 80 AND DRIVE SOUTHWEST FOR 2.75 MI (4.43 KM) TO MILE
 AA2448'POST 157.05 AND MACON COUNTY ROAD NO. 97 ON THE RIGHT, TURN RIGHT ON
 AA2448'MACON COUNTY ROAD NO. 97 AND DRIVE NORTH FOR 1.50 MI (2.41 KM) TO A
 AA2448'RAILROAD GRADE CROSSING, CONTINUE NORTH ON MACON COUNTY ROAD NO. 97
 AA2448'FOR 0.10 MI (0.16 KM) TO A Y-INTERSECTION WITH MACON COUNTY ROAD NO.
 AA2448'97 LEFT AND RIGHT, BEAR LEFT ON MACON COUNTY ROAD NO. 97 AND DRIVE
 AA2448'NORTHWEST AND NORTHEAST FOR 1.30 MI (2.09 KM) TO THE STATION ON THE
 AA2448'LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A FOUR STRAND BARBED
 AA2448'WIRE FENCE ON WOOD POST, 22.6 FT (6.9 M) NORTHWEST OF THE CENTERLINE
 AA2448'OF MACON COUNTY ROAD NO. 97, 40.1 FT (12.2 M) NORTHWEST OF A GRAPHIC
 AA2448'CURVE SIGN ACROSS MACON COUNTY ROAD NO. 97, 45.9 FT (14.0 M) NORTHWEST
 AA2448'OF A DANGER WATER LINE METAL POST ACROSS MACON COUNTY ROAD NO. 97,
 AA2448'96.7 FT (29.5 M) NORTH OF JUNCTION TRANSFORMER POWER POLE NO. 6621
 AA2448'ACROSS MACON COUNTY ROAD NO. 97, 104.4 FT (31.8 M) NORTHEAST OF
 AA2448'TELEPHONE CABLE PEDESTAL NO. N 92, 106.0 FT (32.3 M) NORTH OF THE
 AA2448'CENTER OF A GRAVEL DRIVEWAY ACROSS MACON COUNTY ROAD NO. 97, 2.8 FT
 AA2448'(0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2448'GROUND. STATION 44-31 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2449 ***********************************************************************
 AA2449  DESIGNATION -  44 31
 AA2449  PID         -  AA2449
 AA2449  STATE/COUNTY-  AL/MACON
 AA2449  USGS QUAD   -  SHORTER (1981)
 AA2449
 AA2449                         *CURRENT SURVEY CONTROL
 AA2449  ___________________________________________________________________
 AA2449* NAD 83(1992)-  32 25 07.78347(N)    085 59 48.69031(W)     ADJUSTED  
 AA2449* NAVD 88     -        59.1    (meters)     194.     (feet)  VERTCON   
 AA2449  ___________________________________________________________________
 AA2449  X           -     376,235.362 (meters)                     COMP
 AA2449  Y           -  -5,376,180.157 (meters)                     COMP
 AA2449  Z           -   3,399,744.532 (meters)                     COMP
 AA2449  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA2449  ELLIP HEIGHT-          30.88  (meters)          (07/29/02) GPS OBS
 AA2449  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AA2449
 AA2449  HORZ ORDER  -  FIRST
 AA2449  ELLP ORDER  -  FOURTH    CLASS I
 AA2449
 AA2449.The horizontal coordinates were established by GPS observations
 AA2449.and adjusted by the National Geodetic Survey in November 1994..
 AA2449
 AA2449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2449
 AA2449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2449
 AA2449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2449
 AA2449.The ellipsoidal height was determined by GPS observations
 AA2449.and is referenced to NAD 83.
 AA2449
 AA2449.The geoid height was determined by GEOID03.
 AA2449
 AA2449;                    North         East     Units Scale Factor Converg.
 AA2449;SPC AL E     -   212,758.079   184,619.260   MT  0.99996292   -0 05 15.6
 AA2449;UTM  16      - 3,587,303.921   594,320.902   MT  0.99970970   +0 32 16.2
 AA2449
 AA2449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2449!SPC AL E     -   0.99999515  x   0.99996292  =   0.99995807
 AA2449!UTM  16      -   0.99999515  x   0.99970970  =   0.99970485
 AA2449
 AA2449:                Primary Azimuth Mark                     Grid Az
 AA2449:SPC AL E     -  44 30                                    240 14 55.9
 AA2449:UTM  16      -  44 30                                    239 37 24.1
 AA2449
 AA2449|---------------------------------------------------------------------|
 AA2449| PID    Reference Object                     Distance      Geod. Az  |
 AA2449|                                                           dddmmss.s |
 AA2449| AA2448 44 30                               APPROX. 0.5 KM 2400940.3 |
 AA2449|---------------------------------------------------------------------|
 AA2449
 AA2449                          SUPERSEDED SURVEY CONTROL
 AA2449
 AA2449  ELLIP H (11/30/94)   30.97   (m)                       GP(       ) 4 1
 AA2449  NGVD 29 (11/30/94)   59.1    (m)          194.     (f) GPS OBS        
 AA2449
 AA2449.Superseded values are not recommended for survey control.
 AA2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2449.See file dsdata.txt to determine how the superseded data were derived.
 AA2449
 AA2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9432187304(NAD 83)
 AA2449_MARKER: DD = SURVEY DISK
 AA2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2449_SP_SET: CONCRETE POST
 AA2449_STAMPING: 44-31 1992
 AA2449_MARK LOGO: ALHD  
 AA2449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2449+STABILITY: SURFACE MOTION
 AA2449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2449+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2449
 AA2449  HISTORY     - Date     Condition        Report By
 AA2449  HISTORY     - 1992     MONUMENTED       ALHD
 AA2449
 AA2449                          STATION DESCRIPTION
 AA2449
 AA2449'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2449'THE STATION IS LOCATED IN MACON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2449'MACON COUNTY ROAD NO. 97, ABOUT 3.50 MI (5.63 KM) NORTHWEST OF SHORTER
 AA2449'AND ABOUT 17.75 MI (28.57 KM) WEST OF TUSKEGEE. TO REACH THE STATION
 AA2449'FROM EXIT 22 ON I-85, DRIVE SOUTHEAST ON MACON COUNTY ROAD NO. 93 FOR
 AA2449'0.65 MI (1.05 KM) TO THE JUNCTION OF U.S. 80 WEST ON THE RIGHT AND
 AA2449'U.S. 80 EAST STRAIGHT AHEAD, (MILE POST 159.80 ON U.S. 80), TURN RIGHT
 AA2449'ON U.S. 80 AND DRIVE SOUTHWEST FOR 2.75 MI (4.43 KM) TO MILE POST
 AA2449'157.05 AND MACON COUNTY ROAD NO. 97 ON THE RIGHT, TURN RIGHT ON MACON
 AA2449'COUNTY ROAD NO. 97 AND DRIVE NORTH FOR 1.50 MI (2.41 KM) TO A RAILROAD
 AA2449'GRADE CROSSING, CONTINUE NORTH ON MACON COUNTY ROAD NO. 97 FOR 0.10 MI
 AA2449'(0.16 KM) TO A Y-INTERSECTION WITH MACON COUNTY ROAD NO. 97 LEFT AND
 AA2449'RIGHT, BEAR LEFT ON MACON COUNTY ROAD NO. 97 AND DRIVE NORTHWEST AND
 AA2449'NORTHEAST FOR 1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT. THE
 AA2449'STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON
 AA2449'WOOD POST, 18.3 FT (5.6 M) SOUTH OF THE CENTERLINE OF MACON COUNTY
 AA2449'ROAD NO. 97, 2.8 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA2449'FLUSH WITH THE GROUND. STATION 44-30 1992 MAY BE USED AS AN AZIMUTH
 AA2449'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2450 ***********************************************************************
 AA2450  DESIGNATION -  44 32
 AA2450  PID         -  AA2450
 AA2450  STATE/COUNTY-  AL/MACON
 AA2450  USGS QUAD   -  SOCIETY HILL (1985)
 AA2450
 AA2450                         *CURRENT SURVEY CONTROL
 AA2450  ___________________________________________________________________
 AA2450* NAD 83(1992)-  32 23 36.72913(N)    085 29 08.20992(W)     ADJUSTED  
 AA2450* NAVD 88     -       123.1    (meters)     404.     (feet)  VERTCON   
 AA2450  ___________________________________________________________________
 AA2450  X           -     424,313.458 (meters)                     COMP
 AA2450  Y           -  -5,374,161.715 (meters)                     COMP
 AA2450  Z           -   3,397,410.947 (meters)                     COMP
 AA2450  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AA2450  ELLIP HEIGHT-          95.20  (meters)          (07/29/02) GPS OBS
 AA2450  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA2450
 AA2450  HORZ ORDER  -  FIRST
 AA2450  ELLP ORDER  -  FOURTH    CLASS I
 AA2450
 AA2450.The horizontal coordinates were established by GPS observations
 AA2450.and adjusted by the National Geodetic Survey in November 1994..
 AA2450
 AA2450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2450
 AA2450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2450
 AA2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2450
 AA2450.The ellipsoidal height was determined by GPS observations
 AA2450.and is referenced to NAD 83.
 AA2450
 AA2450.The geoid height was determined by GEOID03.
 AA2450
 AA2450;                    North         East     Units Scale Factor Converg.
 AA2450;SPC AL E     -   209,994.781   232,714.768   MT  0.99997319   +0 11 10.6
 AA2450;UTM  16      - 3,585,066.109   642,434.650   MT  0.99985018   +0 48 41.2
 AA2450
 AA2450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2450!SPC AL E     -   0.99998505  x   0.99997319  =   0.99995824
 AA2450!UTM  16      -   0.99998505  x   0.99985018  =   0.99983523
 AA2450
 AA2450:                Primary Azimuth Mark                     Grid Az
 AA2450:SPC AL E     -  44 33                                    178 32 16.6
 AA2450:UTM  16      -  44 33                                    177 54 46.0
 AA2450
 AA2450|---------------------------------------------------------------------|
 AA2450| PID    Reference Object                     Distance      Geod. Az  |
 AA2450|                                                           dddmmss.s |
 AA2450| AA2451 44 33                               APPROX. 0.6 KM 1784327.2 |
 AA2450|---------------------------------------------------------------------|
 AA2450
 AA2450                          SUPERSEDED SURVEY CONTROL
 AA2450
 AA2450  ELLIP H (11/30/94)   95.28   (m)                       GP(       ) 4 1
 AA2450  NGVD 29 (11/30/94)  123.0    (m)          404.     (f) GPS OBS        
 AA2450
 AA2450.Superseded values are not recommended for survey control.
 AA2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2450.See file dsdata.txt to determine how the superseded data were derived.
 AA2450
 AA2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4243585066(NAD 83)
 AA2450_MARKER: DD = SURVEY DISK
 AA2450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2450_SP_SET: CONCRETE POST
 AA2450_STAMPING: 44-32 1992
 AA2450_MARK LOGO: ALHD  
 AA2450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2450+STABILITY: SURFACE MOTION
 AA2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2450+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2450
 AA2450  HISTORY     - Date     Condition        Report By
 AA2450  HISTORY     - 1992     MONUMENTED       ALHD
 AA2450
 AA2450                          STATION DESCRIPTION
 AA2450
 AA2450'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2450'THE STATION IS LOCATED IN MACON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2450'MACON COUNTY ROAD NO. 79, ABOUT 3.40 MI (5.47 KM) SOUTHEAST OF SOCIETY
 AA2450'HILL AND ABOUT 11.95 MI (19.23 KM) EAST OF TUSKEGEE. TO REACH THE
 AA2450'STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 186, AT THE
 AA2450'OVERPASS BRIDGE, (MILE POST 184.35 ON U.S. 80 AND MILE POST 3.95 ON
 AA2450'ALA 186), DRIVE SOUTHEAST ON U.S. 80 FOR 8.05 MI (12.95 KM) TO MILE
 AA2450'POST 192.40 AND MACON COUNTY ROAD NO. 26 ON THE RIGHT, TURN RIGHT ON
 AA2450'MACON COUNTY ROAD NO. 26 AND DRIVE SOUTHWEST FOR 2.55 MI (4.10 KM) TO
 AA2450'MACON COUNTY ROAD NO. 79 ON THE LEFT, TURN LEFT ON MACON COUNTY ROAD
 AA2450'NO. 79 AND DRIVE SOUTH FOR 0.75 MI (1.21 KM) TO THE STATION ON THE
 AA2450'RIGHT. THE STATION IS 6.8 FT (2.1 M) EAST OF A FOUR STRAND BARBED WIRE
 AA2450'FENCE ON WOOD POST, 28.1 FT (8.6 M) WEST OF THE CENTERLINE OF MACON
 AA2450'COUNTY ROAD NO. 79, 6.8 FT (2.1 M) EAST OF A CARSONITE WITNESS POST,
 AA2450'AND SET FLUSH WITH THE GROUND. STATION 44-33 1992 MAY BE USED AS AN
 AA2450'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2451 ***********************************************************************
 AA2451  DESIGNATION -  44 33
 AA2451  PID         -  AA2451
 AA2451  STATE/COUNTY-  AL/MACON
 AA2451  USGS QUAD   -  SOCIETY HILL (1985)
 AA2451
 AA2451                         *CURRENT SURVEY CONTROL
 AA2451  ___________________________________________________________________
 AA2451* NAD 83(1992)-  32 23 18.63738(N)    085 29 07.73507(W)     ADJUSTED  
 AA2451* NAVD 88     -       114.7    (meters)     376.     (feet)  VERTCON   
 AA2451  ___________________________________________________________________
 AA2451  X           -     424,348.776 (meters)                     COMP
 AA2451  Y           -  -5,374,451.352 (meters)                     COMP
 AA2451  Z           -   3,396,935.897 (meters)                     COMP
 AA2451  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AA2451  ELLIP HEIGHT-          86.88  (meters)          (07/29/02) GPS OBS
 AA2451  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA2451
 AA2451  HORZ ORDER  -  FIRST
 AA2451  ELLP ORDER  -  FOURTH    CLASS I
 AA2451
 AA2451.The horizontal coordinates were established by GPS observations
 AA2451.and adjusted by the National Geodetic Survey in November 1994..
 AA2451
 AA2451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2451
 AA2451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2451
 AA2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2451
 AA2451.The ellipsoidal height was determined by GPS observations
 AA2451.and is referenced to NAD 83.
 AA2451
 AA2451.The geoid height was determined by GEOID03.
 AA2451
 AA2451;                    North         East     Units Scale Factor Converg.
 AA2451;SPC AL E     -   209,437.545   232,728.991   MT  0.99997320   +0 11 10.8
 AA2451;UTM  16      - 3,584,509.129   642,454.949   MT  0.99985025   +0 48 41.0
 AA2451
 AA2451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2451!SPC AL E     -   0.99998636  x   0.99997320  =   0.99995956
 AA2451!UTM  16      -   0.99998636  x   0.99985025  =   0.99983661
 AA2451
 AA2451:                Primary Azimuth Mark                     Grid Az
 AA2451:SPC AL E     -  44 32                                    358 32 16.7
 AA2451:UTM  16      -  44 32                                    357 54 46.5
 AA2451
 AA2451|---------------------------------------------------------------------|
 AA2451| PID    Reference Object                     Distance      Geod. Az  |
 AA2451|                                                           dddmmss.s |
 AA2451| AA2450 44 32                               APPROX. 0.6 KM 3584327.5 |
 AA2451|---------------------------------------------------------------------|
 AA2451
 AA2451                          SUPERSEDED SURVEY CONTROL
 AA2451
 AA2451  ELLIP H (11/30/94)   86.96   (m)                       GP(       ) 4 1
 AA2451  NGVD 29 (11/30/94)  114.7    (m)          376.     (f) GPS OBS        
 AA2451
 AA2451.Superseded values are not recommended for survey control.
 AA2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2451.See file dsdata.txt to determine how the superseded data were derived.
 AA2451
 AA2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4245584509(NAD 83)
 AA2451_MARKER: DD = SURVEY DISK
 AA2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2451_SP_SET: CONCRETE POST
 AA2451_STAMPING: 44-33 1992
 AA2451_MARK LOGO: ALHD  
 AA2451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2451+STABILITY: SURFACE MOTION
 AA2451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2451+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2451
 AA2451  HISTORY     - Date     Condition        Report By
 AA2451  HISTORY     - 1992     MONUMENTED       ALHD
 AA2451
 AA2451                          STATION DESCRIPTION
 AA2451
 AA2451'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2451'THE STATION IS LOCATED IN MACON COUNTY ON THE EAST RIGHT OF WAY OF
 AA2451'MACON COUNTY ROAD NO. 79, ABOUT 3.50 MI (5.63 KM) SOUTHEAST OF SOCIETY
 AA2451'HILL AND ABOUT 12.25 MI (19.71 KM) EAST OF TUSKEGEE. TO REACH THE
 AA2451'STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 186, AT THE
 AA2451'OVERPASS BRIDGE, (MILE POST 184.35 ON U.S. 80 AND MILE POST 3.95 ON
 AA2451'ALA 186), DRIVE SOUTHEAST ON U.S. 80 FOR 8.05 MI (12.95 KM) TO MILE
 AA2451'POST 192.40 AND MACON COUNTY ROAD NO. 26 ON THE RIGHT, TURN RIGHT ON
 AA2451'MACON COUNTY ROAD NO. 26 AND DRIVE SOUTHWEST FOR 2.55 MI (4.10 KM) TO
 AA2451'MACON COUNTY ROAD NO. 79 ON THE LEFT, TURN LEFT ON MACON COUNTY ROAD
 AA2451'NO. 79 AND DRIVE SOUTH FOR 1.10 MI (1.77 KM) TO THE STATION ON THE
 AA2451'LEFT. THE STATION IS 3.4 FT (1.0 M) WEST OF A FOUR STRAND BARBED WIRE
 AA2451'FENCE ON WOOD AND STEEL POSTS, 37.3 FT (11.4 M) EAST OF THE CENTERLINE
 AA2451'OF MACON COUNTY ROAD NO. 79, 3.6 FT (1.1 M) WEST OF A CARSONITE
 AA2451'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 44-32 1992 MAY BE
 AA2451'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2452 ***********************************************************************
 AA2452  DESIGNATION -  44 34
 AA2452  PID         -  AA2452
 AA2452  STATE/COUNTY-  AL/MACON
 AA2452  USGS QUAD   -  DAVISVILLE (1973)
 AA2452
 AA2452                         *CURRENT SURVEY CONTROL
 AA2452  ___________________________________________________________________
 AA2452* NAD 83(1992)-  32 21 00.42105(N)    085 42 55.07587(W)     ADJUSTED  
 AA2452* NAVD 88     -        84.1    (meters)     276.     (feet)  VERTCON   
 AA2452  ___________________________________________________________________
 AA2452  X           -     402,956.527 (meters)                     COMP
 AA2452  Y           -  -5,378,357.354 (meters)                     COMP
 AA2452  Z           -   3,393,323.385 (meters)                     COMP
 AA2452  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AA2452  ELLIP HEIGHT-          56.13  (meters)          (07/29/02) GPS OBS
 AA2452  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AA2452
 AA2452  HORZ ORDER  -  FIRST
 AA2452  ELLP ORDER  -  FOURTH    CLASS I
 AA2452
 AA2452.The horizontal coordinates were established by GPS observations
 AA2452.and adjusted by the National Geodetic Survey in November 1994..
 AA2452
 AA2452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2452
 AA2452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2452
 AA2452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2452
 AA2452.The ellipsoidal height was determined by GPS observations
 AA2452.and is referenced to NAD 83.
 AA2452
 AA2452.The geoid height was determined by GEOID03.
 AA2452
 AA2452;                    North         East     Units Scale Factor Converg.
 AA2452;SPC AL E     -   205,133.047   211,110.417   MT  0.99996152   +0 03 47.4
 AA2452;UTM  16      - 3,579,969.869   620,887.874   MT  0.99978021   +0 41 15.1
 AA2452
 AA2452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2452!SPC AL E     -   0.99999119  x   0.99996152  =   0.99995271
 AA2452!UTM  16      -   0.99999119  x   0.99978021  =   0.99977140
 AA2452
 AA2452:                Primary Azimuth Mark                     Grid Az
 AA2452:SPC AL E     -  44 35                                    272 06 22.4
 AA2452:UTM  16      -  44 35                                    271 28 54.7
 AA2452
 AA2452|---------------------------------------------------------------------|
 AA2452| PID    Reference Object                     Distance      Geod. Az  |
 AA2452|                                                           dddmmss.s |
 AA2452| AA2453 44 35                               411.523 METERS 2721009.8 |
 AA2452|---------------------------------------------------------------------|
 AA2452
 AA2452                          SUPERSEDED SURVEY CONTROL
 AA2452
 AA2452  ELLIP H (11/30/94)   56.22   (m)                       GP(       ) 4 1
 AA2452  NGVD 29 (11/30/94)   84.0    (m)          276.     (f) GPS OBS        
 AA2452
 AA2452.Superseded values are not recommended for survey control.
 AA2452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2452.See file dsdata.txt to determine how the superseded data were derived.
 AA2452
 AA2452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2088879970(NAD 83)
 AA2452_MARKER: DD = SURVEY DISK
 AA2452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2452_SP_SET: CONCRETE POST
 AA2452_STAMPING: 44-34 1992
 AA2452_MARK LOGO: ALHD  
 AA2452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2452+STABILITY: SURFACE MOTION
 AA2452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2452+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2452
 AA2452  HISTORY     - Date     Condition        Report By
 AA2452  HISTORY     - 1992     MONUMENTED       ALHD
 AA2452
 AA2452                          STATION DESCRIPTION
 AA2452
 AA2452'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2452'THE STATION IS LOCATED IN MACON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2452'MACON COUNTY ROAD NO. 67, ABOUT 7.30 MI (11.75 KM) SOUTH-SOUTHWEST OF
 AA2452'TUSKEGEE AND ABOUT 7.30 MI (11.75 KM) NORTH OF FORT DAVIS. TO REACH
 AA2452'THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 AT A
 AA2452'TRAFFIC LIGHT IN TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST
 AA2452'176.75 ON U.S. 80 AND MILE POST 0.00 ON ALA 81), DRIVE SOUTHEAST ON
 AA2452'U.S. 29 FOR 0.35 MI (0.56 KM) TO MILE POST 164.40 AND GAUTIER STREET,
 AA2452'(MACON COUNTY ROAD NO. 45), ON THE RIGHT, TURN RIGHT ON GAUTIER STREET
 AA2452'AND DRIVE SOUTH FOR 4.80 MI (7.72 KM) TO MACON COUNTY ROAD NO. 67 ON
 AA2452'THE RIGHT, TURN RIGHT ON MACON COUNTY ROAD NO. 67 AND DRIVE WEST FOR
 AA2452'1.00 MI (1.61 KM) TO THE STATION ON THE LEFT. THE STATION IS 32.5 FT
 AA2452'(9.9 M) SOUTH OF THE CENTER OF MACON COUNTY ROAD NO. 67, 73.4 FT (22.4
 AA2452'M) NORTH OF A JUNCTION TRANSFORMER POWER POLE, 129.0 FT (39.3 M) WEST
 AA2452'OF THE CENTER OF A GRAVEL DRIVEWAY, 146.1 FT (44.5 M) WEST OF
 AA2452'TELEPHONE CABLE PEDESTAL NO. 38 10, 1.8 FT (0.5 M) NORTH OF A
 AA2452'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 44-35
 AA2452'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2453 ***********************************************************************
 AA2453  DESIGNATION -  44 35
 AA2453  PID         -  AA2453
 AA2453  STATE/COUNTY-  AL/MACON
 AA2453  USGS QUAD   -  DAVISVILLE (1973)
 AA2453
 AA2453                         *CURRENT SURVEY CONTROL
 AA2453  ___________________________________________________________________
 AA2453* NAD 83(1992)-  32 21 00.92649(N)    085 43 10.80290(W)     ADJUSTED  
 AA2453* NAVD 88     -        84.3    (meters)     277.     (feet)  VERTCON   
 AA2453  ___________________________________________________________________
 AA2453  X           -     402,545.838 (meters)                     COMP
 AA2453  Y           -  -5,378,379.974 (meters)                     COMP
 AA2453  Z           -   3,393,336.677 (meters)                     COMP
 AA2453  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AA2453  ELLIP HEIGHT-          56.39  (meters)          (07/29/02) GPS OBS
 AA2453  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AA2453
 AA2453  HORZ ORDER  -  FIRST
 AA2453  ELLP ORDER  -  FOURTH    CLASS I
 AA2453
 AA2453.The horizontal coordinates were established by GPS observations
 AA2453.and adjusted by the National Geodetic Survey in November 1994..
 AA2453
 AA2453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2453
 AA2453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2453
 AA2453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2453
 AA2453.The ellipsoidal height was determined by GPS observations
 AA2453.and is referenced to NAD 83.
 AA2453
 AA2453.The geoid height was determined by GEOID03.
 AA2453
 AA2453;                    North         East     Units Scale Factor Converg.
 AA2453;SPC AL E     -   205,148.171   210,699.188   MT  0.99996141   +0 03 39.0
 AA2453;UTM  16      - 3,579,980.509   620,476.580   MT  0.99977899   +0 41 06.6
 AA2453
 AA2453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2453!SPC AL E     -   0.99999115  x   0.99996141  =   0.99995256
 AA2453!UTM  16      -   0.99999115  x   0.99977899  =   0.99977014
 AA2453
 AA2453:                Primary Azimuth Mark                     Grid Az
 AA2453:SPC AL E     -  44 34                                    092 06 22.4
 AA2453:UTM  16      -  44 34                                    091 28 54.8
 AA2453
 AA2453|---------------------------------------------------------------------|
 AA2453| PID    Reference Object                     Distance      Geod. Az  |
 AA2453|                                                           dddmmss.s |
 AA2453| AA2452 44 34                               411.523 METERS 0921001.4 |
 AA2453|---------------------------------------------------------------------|
 AA2453
 AA2453                          SUPERSEDED SURVEY CONTROL
 AA2453
 AA2453  ELLIP H (11/30/94)   56.48   (m)                       GP(       ) 4 1
 AA2453  NGVD 29 (11/30/94)   84.3    (m)          277.     (f) GPS OBS        
 AA2453
 AA2453.Superseded values are not recommended for survey control.
 AA2453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2453.See file dsdata.txt to determine how the superseded data were derived.
 AA2453
 AA2453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2047779981(NAD 83)
 AA2453_MARKER: DD = SURVEY DISK
 AA2453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2453_SP_SET: CONCRETE POST
 AA2453_STAMPING: 44-35 1992
 AA2453_MARK LOGO: ALHD  
 AA2453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2453+STABILITY: SURFACE MOTION
 AA2453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2453+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2453
 AA2453  HISTORY     - Date     Condition        Report By
 AA2453  HISTORY     - 1992     MONUMENTED       ALHD
 AA2453
 AA2453                          STATION DESCRIPTION
 AA2453
 AA2453'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2453'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2453'MACON COUNTY ROAD NO. 67, ABOUT 7.25 MI (11.67 KM) SOUTH-SOUTHWEST OF
 AA2453'TUSKEGEE AND ABOUT 7.50 MI (12.07 KM) NORTH OF FORT DAVIS. TO REACH
 AA2453'THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 AT A
 AA2453'TRAFFIC LIGHT IN TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST
 AA2453'176.75 ON U.S. 80 AND MILE POST 0.00 ON ALA 81), DRIVE SOUTHEAST ON
 AA2453'U.S. 29 FOR 0.35 MI (0.56 KM) TO MILE POST 164.40 AND GAUTIER STREET,
 AA2453'(MACON COUNTY ROAD NO. 45), ON THE RIGHT, TURN RIGHT ON GAUTIER STREET
 AA2453'AND DRIVE SOUTH FOR 4.80 MI (7.72 KM) TO MACON COUNTY ROAD NO. 67 ON
 AA2453'THE RIGHT, TURN RIGHT ON MACON COUNTY ROAD NO. 67 AND DRIVE WEST FOR
 AA2453'1.30 MI (2.09 KM) TO THE STATION ON THE RIGHT. THE STATION IS 34.0 FT
 AA2453'(10.4 M) NORTH OF THE CENTER OF MACON COUNTY ROAD NO. 67, 101.0 FT
 AA2453'(30.8 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 38 13 ACROSS MACON
 AA2453'COUNTY ROAD NO. 67, 105.0 FT (32.0 M) NORTHEAST OF THE CENTER OF A
 AA2453'GRAVEL DRIVEWAY ACROSS MACON COUNTY ROAD NO. 67, 2.0 FT (0.6 M) SOUTH
 AA2453'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2453'44-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2454 ***********************************************************************
 AA2454  DESIGNATION -  44 36
 AA2454  PID         -  AA2454
 AA2454  STATE/COUNTY-  AL/MACON
 AA2454  USGS QUAD   -  LA PLACE (1971)
 AA2454
 AA2454                         *CURRENT SURVEY CONTROL
 AA2454  ___________________________________________________________________
 AA2454* NAD 83(1992)-  32 23 06.07160(N)    085 49 04.28341(W)     ADJUSTED  
 AA2454* NAVD 88     -        80.1    (meters)     263.     (feet)  VERTCON   
 AA2454  ___________________________________________________________________
 AA2454  X           -     393,177.428 (meters)                     COMP
 AA2454  Y           -  -5,376,999.962 (meters)                     COMP
 AA2454  Z           -   3,396,590.341 (meters)                     COMP
 AA2454  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA2454  ELLIP HEIGHT-          51.99  (meters)          (07/29/02) GPS OBS
 AA2454  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AA2454
 AA2454  HORZ ORDER  -  FIRST
 AA2454  ELLP ORDER  -  FOURTH    CLASS I
 AA2454
 AA2454.The horizontal coordinates were established by GPS observations
 AA2454.and adjusted by the National Geodetic Survey in November 1994..
 AA2454
 AA2454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2454
 AA2454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2454
 AA2454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2454
 AA2454.The ellipsoidal height was determined by GPS observations
 AA2454.and is referenced to NAD 83.
 AA2454
 AA2454.The geoid height was determined by GEOID03.
 AA2454
 AA2454;                    North         East     Units Scale Factor Converg.
 AA2454;SPC AL E     -   208,997.373   201,456.252   MT  0.99996003   +0 00 29.8
 AA2454;UTM  16      - 3,583,727.986   611,194.039   MT  0.99975247   +0 37 59.6
 AA2454
 AA2454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2454!SPC AL E     -   0.99999184  x   0.99996003  =   0.99995187
 AA2454!UTM  16      -   0.99999184  x   0.99975247  =   0.99974431
 AA2454
 AA2454:                Primary Azimuth Mark                     Grid Az
 AA2454:SPC AL E     -  44 37                                    252 15 19.2
 AA2454:UTM  16      -  44 37                                    251 37 49.4
 AA2454
 AA2454|---------------------------------------------------------------------|
 AA2454| PID    Reference Object                     Distance      Geod. Az  |
 AA2454|                                                           dddmmss.s |
 AA2454| AA2455 44 37                               471.106 METERS 2521549.0 |
 AA2454|---------------------------------------------------------------------|
 AA2454
 AA2454                          SUPERSEDED SURVEY CONTROL
 AA2454
 AA2454  ELLIP H (11/30/94)   52.09   (m)                       GP(       ) 4 1
 AA2454  NGVD 29 (11/30/94)   80.1    (m)          263.     (f) GPS OBS        
 AA2454
 AA2454.Superseded values are not recommended for survey control.
 AA2454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2454.See file dsdata.txt to determine how the superseded data were derived.
 AA2454
 AA2454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1119483728(NAD 83)
 AA2454_MARKER: DD = SURVEY DISK
 AA2454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2454_SP_SET: CONCRETE POST
 AA2454_STAMPING: 44-36 1992
 AA2454_MARK LOGO: ALHD  
 AA2454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2454+STABILITY: SURFACE MOTION
 AA2454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2454+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2454
 AA2454  HISTORY     - Date     Condition        Report By
 AA2454  HISTORY     - 1992     MONUMENTED       ALHD
 AA2454  HISTORY     - 20030604 POOR             INDIV
 AA2454
 AA2454                          STATION DESCRIPTION
 AA2454
 AA2454'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2454'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2454'U.S. 80, ABOUT 7.80 MI (12.55 KM) SOUTHWEST OF TUSKEGEE AND ABOUT 7.15
 AA2454'MI (11.51 KM) EAST OF SHORTER. TO REACH THE STATION FROM THE JUNCTION
 AA2454'OF U.S. 29, U.S. 80 AND ALA 81 AT A TRAFFIC LIGHT IN TUSKEGEE, (MILE
 AA2454'POST 164.75 ON U.S. 29, MILE POST 176.75 ON U.S. 80 AND MILE POST 0.00
 AA2454'ON ALA 81), DRIVE WEST ON U.S. 80 FOR 8.65 MI (13.92 KM) TO MILE POST
 AA2454'168.10 AND THE STATION ON THE RIGHT. THE STATION IS 3.5 FT (1.1 M)
 AA2454'SOUTH OF A FOUR STRAND BARBED WIRE FENCE ON WOOD POSTS, 58.0 FT (17.7
 AA2454'M) NORTH OF THE CENTERLINE OF U.S. 80, 149.8 FT (45.7 M) WEST OF A
 AA2454'POWER POLE, 3.7 FT (1.1 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA2454'FLUSH WITH THE GROUND. STATION 44-37 1992 MAY BE USED AS AN AZIMUTH
 AA2454'FOR THIS STATION.
 AA2454
 AA2454                          STATION RECOVERY (2003)
 AA2454
 AA2454'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JDM)
 AA2454'MARKER HIT BY BUSHOG
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2455 ***********************************************************************
 AA2455  DESIGNATION -  44 37
 AA2455  PID         -  AA2455
 AA2455  STATE/COUNTY-  AL/MACON
 AA2455  USGS QUAD   -  LA PLACE (1971)
 AA2455
 AA2455                         *CURRENT SURVEY CONTROL
 AA2455  ___________________________________________________________________
 AA2455* NAD 83(1992)-  32 23 01.41221(N)    085 49 21.45036(W)     ADJUSTED  
 AA2455* NAVD 88     -        74.9    (meters)     246.     (feet)  VERTCON   
 AA2455  ___________________________________________________________________
 AA2455  X           -     392,735.192 (meters)                     COMP
 AA2455  Y           -  -5,377,104.965 (meters)                     COMP
 AA2455  Z           -   3,396,466.355 (meters)                     COMP
 AA2455  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA2455  ELLIP HEIGHT-          46.80  (meters)          (07/29/02) GPS OBS
 AA2455  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AA2455
 AA2455  HORZ ORDER  -  FIRST
 AA2455  ELLP ORDER  -  FOURTH    CLASS I
 AA2455
 AA2455.The horizontal coordinates were established by GPS observations
 AA2455.and adjusted by the National Geodetic Survey in November 1994..
 AA2455
 AA2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2455
 AA2455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2455
 AA2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2455
 AA2455.The ellipsoidal height was determined by GPS observations
 AA2455.and is referenced to NAD 83.
 AA2455
 AA2455.The geoid height was determined by GEOID03.
 AA2455
 AA2455;                    North         East     Units Scale Factor Converg.
 AA2455;SPC AL E     -   208,853.797   201,007.578   MT  0.99996001   +0 00 20.6
 AA2455;UTM  16      - 3,583,579.556   610,747.051   MT  0.99975124   +0 37 50.3
 AA2455
 AA2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2455!SPC AL E     -   0.99999265  x   0.99996001  =   0.99995266
 AA2455!UTM  16      -   0.99999265  x   0.99975124  =   0.99974389
 AA2455
 AA2455:                Primary Azimuth Mark                     Grid Az
 AA2455:SPC AL E     -  44 36                                    072 15 19.2
 AA2455:UTM  16      -  44 36                                    071 37 49.5
 AA2455
 AA2455|---------------------------------------------------------------------|
 AA2455| PID    Reference Object                     Distance      Geod. Az  |
 AA2455|                                                           dddmmss.s |
 AA2455| AA2454 44 36                               471.106 METERS 0721539.8 |
 AA2455|---------------------------------------------------------------------|
 AA2455
 AA2455                          SUPERSEDED SURVEY CONTROL
 AA2455
 AA2455  ELLIP H (11/30/94)   46.90   (m)                       GP(       ) 4 1
 AA2455  NGVD 29 (11/30/94)   74.9    (m)          246.     (f) GPS OBS        
 AA2455
 AA2455.Superseded values are not recommended for survey control.
 AA2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2455.See file dsdata.txt to determine how the superseded data were derived.
 AA2455
 AA2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1074783580(NAD 83)
 AA2455_MARKER: DD = SURVEY DISK
 AA2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2455_SP_SET: CONCRETE POST
 AA2455_STAMPING: 44-37 1992
 AA2455_MARK LOGO: ALHD  
 AA2455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2455+STABILITY: SURFACE MOTION
 AA2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2455+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AA2455
 AA2455  HISTORY     - Date     Condition        Report By
 AA2455  HISTORY     - 1992     MONUMENTED       ALHD
 AA2455  HISTORY     - 20030604 GOOD             INDIV
 AA2455  HISTORY     - 20050622 GOOD             ALDOT
 AA2455
 AA2455                          STATION DESCRIPTION
 AA2455
 AA2455'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2455'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2455'U.S. 80, ABOUT 8.25 MI (13.28 KM) SOUTHWEST OF TUSKEGEE AND ABOUT 6.75
 AA2455'MI (10.86 KM) EAST OF SHORTER. TO REACH THE STATION FROM THE JUNCTION
 AA2455'OF U.S. 29, U.S. 80 AND ALA 81 AT A TRAFFIC LIGHT IN TUSKEGEE, (MILE
 AA2455'POST 164.75 ON U.S. 29, MILE POST 176.75 ON U.S. 80 AND MILE POST 0.00
 AA2455'ON ALA 81), DRIVE WEST ON U.S. 80 FOR 8.95 MI (14.40 KM) TO MILE POST
 AA2455'167.80 AND THE STATION ON THE RIGHT. THE STATION IS 2.8 FT (0.9 M)
 AA2455'SOUTH-SOUTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON WOOD POST, 57.4
 AA2455'FT (17.5 M) NORTH-NORTHWEST OF THE CENTERLINE OF U.S. 80, 86.0 FT
 AA2455'(26.2 M) NORTHWEST OF A MACON COUNTY ROAD NO. 29 SIGN ACROSS U.S. 80,
 AA2455'2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2455'THE GROUND. STATION 44-36 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2455'STATION.
 AA2455
 AA2455                          STATION RECOVERY (2003)
 AA2455
 AA2455'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (JDM)
 AA2455'RECOVERED IN GOOD CONDITION.
 AA2455
 AA2455                          STATION RECOVERY (2005)
 AA2455
 AA2455'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA2455'MILEPOST HAS CHANGED TO 165.1
 AA2455'REST OF DESCRITION IS OK
 AA2455' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2456 ***********************************************************************
 AA2456  DESIGNATION -  44 38
 AA2456  PID         -  AA2456
 AA2456  STATE/COUNTY-  AL/MACON
 AA2456  USGS QUAD   -  CHESSON (1981)
 AA2456
 AA2456                         *CURRENT SURVEY CONTROL
 AA2456  ___________________________________________________________________
 AA2456* NAD 83(1992)-  32 17 49.72870(N)    085 56 14.14618(W)     ADJUSTED  
 AA2456* NAVD 88     -        67.7    (meters)     222.     (feet)  VERTCON   
 AA2456  ___________________________________________________________________
 AA2456  X           -     382,339.339 (meters)                     COMP
 AA2456  Y           -  -5,382,997.305 (meters)                     COMP
 AA2456  Z           -   3,388,350.898 (meters)                     COMP
 AA2456  LAPLACE CORR-           0.10  (seconds)                    DEFLEC99
 AA2456  ELLIP HEIGHT-          39.88  (meters)          (07/29/02) GPS OBS
 AA2456  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA2456
 AA2456  HORZ ORDER  -  FIRST
 AA2456  ELLP ORDER  -  FOURTH    CLASS I
 AA2456
 AA2456.The horizontal coordinates were established by GPS observations
 AA2456.and adjusted by the National Geodetic Survey in November 1994..
 AA2456
 AA2456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2456
 AA2456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2456
 AA2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2456
 AA2456.The ellipsoidal height was determined by GPS observations
 AA2456.and is referenced to NAD 83.
 AA2456
 AA2456.The geoid height was determined by GEOID03.
 AA2456
 AA2456;                    North         East     Units Scale Factor Converg.
 AA2456;SPC AL E     -   199,257.916   190,211.569   MT  0.99996118   -0 03 19.9
 AA2456;UTM  16      - 3,573,868.806   600,058.602   MT  0.99972346   +0 34 04.4
 AA2456
 AA2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2456!SPC AL E     -   0.99999374  x   0.99996118  =   0.99995492
 AA2456!UTM  16      -   0.99999374  x   0.99972346  =   0.99971720
 AA2456
 AA2456:                Primary Azimuth Mark                     Grid Az
 AA2456:SPC AL E     -  44 39                                    317 49 38.4
 AA2456:UTM  16      -  44 39                                    317 12 14.1
 AA2456
 AA2456|---------------------------------------------------------------------|
 AA2456| PID    Reference Object                     Distance      Geod. Az  |
 AA2456|                                                           dddmmss.s |
 AA2456| AA2457 44 39                               419.697 METERS 3174618.5 |
 AA2456|---------------------------------------------------------------------|
 AA2456
 AA2456                          SUPERSEDED SURVEY CONTROL
 AA2456
 AA2456  ELLIP H (11/30/94)   39.97   (m)                       GP(       ) 4 1
 AA2456  NGVD 29 (11/30/94)   67.7    (m)          222.     (f) GPS OBS        
 AA2456
 AA2456.Superseded values are not recommended for survey control.
 AA2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2456.See file dsdata.txt to determine how the superseded data were derived.
 AA2456
 AA2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0005973869(NAD 83)
 AA2456_MARKER: DD = SURVEY DISK
 AA2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2456_SP_SET: CONCRETE POST
 AA2456_STAMPING: 44-38 1992
 AA2456_MARK LOGO: ALHD  
 AA2456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2456+STABILITY: SURFACE MOTION
 AA2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2456+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2456
 AA2456  HISTORY     - Date     Condition        Report By
 AA2456  HISTORY     - 1992     MONUMENTED       ALHD
 AA2456
 AA2456                          STATION DESCRIPTION
 AA2456
 AA2456'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2456'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2456'OF MACON COUNTY ROAD NO. 4, ABOUT 6.75 MI (10.86 KM) SOUTH OF SHORTER
 AA2456'AND ABOUT 15.55 MI (25.02 KM) WEST OF DAVISVILLE. TO REACH THE STATION
 AA2456'FROM EXIT 22 ON I-85, DRIVE SOUTHEAST ON MACON COUNTY ROAD NO. 93 FOR
 AA2456'0.70 MI (1.13 KM) TO THE JUNCTION OF U.S. 80 WEST ON THE RIGHT AND
 AA2456'U.S. 80 EAST STRAIGHT AHEAD, (MILE POST 159.80 ON U.S. 80), DRIVE EAST
 AA2456'ON U.S. 8O FOR 4.05 MI (6.52 KM) TO MILE POST 163.85 AND MACON COUNTY
 AA2456'ROAD NO. 9 LEFT AND RIGHT, TURN RIGHT ON MACON COUNTY ROAD NO. 9 AND
 AA2456'DRIVE SOUTH FOR 7.75 MI (12.47 KM) TO A Y-INTERSECTION WITH MACON
 AA2456'COUNTY ROAD NO. 4 LEFT AND RIGHT, BEAR RIGHT ON MACON COUNTY ROAD NO.
 AA2456'4 AND DRIVE WEST FOR 1.00 MI (1.61 KM) TO THE STATION ON THE RIGHT.
 AA2456'THE STATION IS 8.0 FT (2.4 M) SOUTHEAST OF THE CENTER OF A GRAVEL
 AA2456'DRIVEWAY, 21.2 FT (6.5 M) EAST-SOUTHEAST OF THE NORTHWEST END OF AN
 AA2456'EIGHTEEN-INCH CONCRETE PIPE UNDER THE GRAVEL DRIVEWAY, 36.0 FT (11.0
 AA2456'M) NORTHEAST OF THE CENTERLINE OF MACON COUNTY ROAD NO. 4, 124.3 FT
 AA2456'(37.9 M) SOUTH-SOUTHWEST OF TRANSFORMER POWER POLE NO. 12 55 41 2,
 AA2456'131.3 FT (40.0 M) EAST OF JUNCTION TRANSFORMER POWER POLE NO. 12 55
 AA2456'51, 1.6 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2456'FLUSH WITH THE GROUND. STATION 44-39 1992 MAY BE USED AS AN AZIMUTH
 AA2456'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2457 ***********************************************************************
 AA2457  DESIGNATION -  44 39
 AA2457  PID         -  AA2457
 AA2457  STATE/COUNTY-  AL/MACON
 AA2457  USGS QUAD   -  CHESSON (1981)
 AA2457
 AA2457                         *CURRENT SURVEY CONTROL
 AA2457  ___________________________________________________________________
 AA2457* NAD 83(1992)-  32 17 59.81757(N)    085 56 24.92782(W)     ADJUSTED  
 AA2457* NAVD 88     -        66.9    (meters)     219.     (feet)  VERTCON   
 AA2457  ___________________________________________________________________
 AA2457  X           -     382,046.160 (meters)                     COMP
 AA2457  Y           -  -5,382,850.961 (meters)                     COMP
 AA2457  Z           -   3,388,613.153 (meters)                     COMP
 AA2457  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA2457  ELLIP HEIGHT-          39.07  (meters)          (07/29/02) GPS OBS
 AA2457  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA2457
 AA2457  HORZ ORDER  -  FIRST
 AA2457  ELLP ORDER  -  FOURTH    CLASS I
 AA2457
 AA2457.The horizontal coordinates were established by GPS observations
 AA2457.and adjusted by the National Geodetic Survey in November 1994..
 AA2457
 AA2457.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2457
 AA2457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2457
 AA2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2457
 AA2457.The ellipsoidal height was determined by GPS observations
 AA2457.and is referenced to NAD 83.
 AA2457
 AA2457.The geoid height was determined by GEOID03.
 AA2457
 AA2457;                    North         East     Units Scale Factor Converg.
 AA2457;SPC AL E     -   199,568.952   189,929.809   MT  0.99996125   -0 03 25.7
 AA2457;UTM  16      - 3,574,176.684   599,773.542   MT  0.99972276   +0 33 58.8
 AA2457
 AA2457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2457!SPC AL E     -   0.99999387  x   0.99996125  =   0.99995512
 AA2457!UTM  16      -   0.99999387  x   0.99972276  =   0.99971663
 AA2457
 AA2457:                Primary Azimuth Mark                     Grid Az
 AA2457:SPC AL E     -  44 38                                    137 49 38.4
 AA2457:UTM  16      -  44 38                                    137 12 13.9
 AA2457
 AA2457|---------------------------------------------------------------------|
 AA2457| PID    Reference Object                     Distance      Geod. Az  |
 AA2457|                                                           dddmmss.s |
 AA2457| AA2456 44 38                               419.697 METERS 1374612.7 |
 AA2457|---------------------------------------------------------------------|
 AA2457
 AA2457                          SUPERSEDED SURVEY CONTROL
 AA2457
 AA2457  ELLIP H (11/30/94)   39.16   (m)                       GP(       ) 4 1
 AA2457  NGVD 29 (11/30/94)   66.9    (m)          219.     (f) GPS OBS        
 AA2457
 AA2457.Superseded values are not recommended for survey control.
 AA2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2457.See file dsdata.txt to determine how the superseded data were derived.
 AA2457
 AA2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9977474177(NAD 83)
 AA2457_MARKER: DD = SURVEY DISK
 AA2457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2457_SP_SET: CONCRETE POST
 AA2457_STAMPING: 44-39 1992
 AA2457_MARK LOGO: ALHD  
 AA2457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2457+STABILITY: SURFACE MOTION
 AA2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2457+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2457
 AA2457  HISTORY     - Date     Condition        Report By
 AA2457  HISTORY     - 1992     MONUMENTED       ALHD
 AA2457
 AA2457                          STATION DESCRIPTION
 AA2457
 AA2457'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2457'THE STATION IS LOCATED IN MACON COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2457'OF MACON COUNTY ROAD NO. 4, ABOUT 6.60 MI (10.62 KM) SOUTH OF SHORTER
 AA2457'AND ABOUT 15.90 MI (25.59 KM) WEST OF DAVISVILLE. TO REACH THE STATION
 AA2457'FROM EXIT 22 ON I-85, DRIVE SOUTHEAST ON MACON COUNTY ROAD NO. 93 FOR
 AA2457'0.70 MI (1.13 KM) TO THE JUNCTION OF U.S. 80 WEST ON THE RIGHT AND
 AA2457'U.S. 80 EAST STRAIGHT AHEAD, (MILE POST 159.80 ON U.S. 80), DRIVE EAST
 AA2457'ON U.S. 8O FOR 4.05 MI (6.52 KM) TO MILE POST 163.85 AND MACON COUNTY
 AA2457'ROAD NO. 9 LEFT AND RIGHT, TURN RIGHT ON MACON COUNTY ROAD NO. 9 AND
 AA2457'DRIVE SOUTH FOR 7.75 MI (12.47 KM) TO A Y-INTERSECTION WITH MACON
 AA2457'COUNTY ROAD NO. 4 LEFT AND RIGHT, BEAR RIGHT ON MACON COUNTY ROAD NO.
 AA2457'4 AND DRIVE WEST FOR 1.30 MI (2.09 KM) TO THE STATION ON THE LEFT. THE
 AA2457'STATION IS 3.1 FT (0.9 M) NORTHEAST OF A THREE STRAND BARBED WIRE
 AA2457'FENCE ON WOOD POSTS, 32.5 FT (9.9 M) SOUTHWEST OF THE CENTERLINE OF
 AA2457'MACON COUNTY ROAD NO. 4, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE
 AA2457'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 44-38 1992 MAY BE
 AA2457'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2422 ***********************************************************************
 AA2422  DESIGNATION -  44 4
 AA2422  PID         -  AA2422
 AA2422  STATE/COUNTY-  AL/MACON
 AA2422  USGS QUAD   -  UNION SPRINGS (1973)
 AA2422
 AA2422                         *CURRENT SURVEY CONTROL
 AA2422  ___________________________________________________________________
 AA2422* NAD 83(1992)-  32 14 26.28670(N)    085 38 45.08449(W)     ADJUSTED  
 AA2422* NAVD 88     -       103.7    (meters)     340.     (feet)  VERTCON   
 AA2422  ___________________________________________________________________
 AA2422  X           -     409,968.518 (meters)                     COMP
 AA2422  Y           -  -5,384,349.868 (meters)                     COMP
 AA2422  Z           -   3,383,071.466 (meters)                     COMP
 AA2422  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AA2422  ELLIP HEIGHT-          76.23  (meters)          (07/29/02) GPS OBS
 AA2422  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA2422
 AA2422  HORZ ORDER  -  FIRST
 AA2422  ELLP ORDER  -  FOURTH    CLASS I
 AA2422
 AA2422.The horizontal coordinates were established by GPS observations
 AA2422.and adjusted by the National Geodetic Survey in November 1994..
 AA2422
 AA2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2422
 AA2422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2422
 AA2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2422
 AA2422.The ellipsoidal height was determined by GPS observations
 AA2422.and is referenced to NAD 83.
 AA2422
 AA2422.The geoid height was determined by GEOID03.
 AA2422
 AA2422;                    North         East     Units Scale Factor Converg.
 AA2422;SPC AL E     -   193,002.178   217,668.130   MT  0.99996385   +0 06 00.1
 AA2422;UTM  16      - 3,567,913.147   627,576.037   MT  0.99980071   +0 43 21.0
 AA2422
 AA2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2422!SPC AL E     -   0.99998803  x   0.99996385  =   0.99995188
 AA2422!UTM  16      -   0.99998803  x   0.99980071  =   0.99978874
 AA2422
 AA2422:                Primary Azimuth Mark                     Grid Az
 AA2422:SPC AL E     -  44 5                                     265 15 08.3
 AA2422:UTM  16      -  44 5                                     264 37 47.4
 AA2422
 AA2422|---------------------------------------------------------------------|
 AA2422| PID    Reference Object                     Distance      Geod. Az  |
 AA2422|                                                           dddmmss.s |
 AA2422| AA2423 44 5                                APPROX. 0.5 KM 2652108.4 |
 AA2422|---------------------------------------------------------------------|
 AA2422
 AA2422                          SUPERSEDED SURVEY CONTROL
 AA2422
 AA2422  ELLIP H (11/30/94)   76.30   (m)                       GP(       ) 4 1
 AA2422  NGVD 29 (11/30/94)  103.7    (m)          340.     (f) GPS OBS        
 AA2422
 AA2422.Superseded values are not recommended for survey control.
 AA2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2422.See file dsdata.txt to determine how the superseded data were derived.
 AA2422
 AA2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2757667913(NAD 83)
 AA2422_MARKER: DD = SURVEY DISK
 AA2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2422_SP_SET: CONCRETE POST
 AA2422_STAMPING: 44-4 1992
 AA2422_MARK LOGO: ALHD  
 AA2422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2422+STABILITY: SURFACE MOTION
 AA2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2422+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2422
 AA2422  HISTORY     - Date     Condition        Report By
 AA2422  HISTORY     - 1992     MONUMENTED       ALHD
 AA2422
 AA2422                          STATION DESCRIPTION
 AA2422
 AA2422'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2422'THE STATION IS LOCATED IN MACON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2422'MACON COUNTY ROAD NO. 2, ABOUT 3.75 MI (6.03 KM) EAST OF FORT DAVIS
 AA2422'AND ABOUT 12.85 MI (20.68 KM) SOUTH-SOUTHEAST OF TUSKEGEE. TO REACH
 AA2422'THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 IN
 AA2422'TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST 176.75 ON U.S. 80
 AA2422'AND MILE POST 0.00 ON ALA 81), DRIVE SOUTH ON U.S. 29 FOR 14.25 MI
 AA2422'(22.93 KM) TO MILE POST 150.50 AND MACON COUNTY ROAD NO. 2 ON THE
 AA2422'LEFT, TURN LEFT ON MACON COUNTY ROAD NO. 2 AND DRIVE EAST FOR 3.85 MI
 AA2422'(6.20 KM) TO THE STATION ON THE RIGHT. THE STATION IS 21.0 FT (6.4 M)
 AA2422'NORTH OF THE CENTER OF AN ABANDONED RAILROAD BED, 38.9 FT (11.9 M)
 AA2422'SOUTH OF THE CENTERLINE OF MACON COUNTY ROAD NO. 2, 2.8 FT (0.9 M)
 AA2422'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2422'STATION 44-5 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2458 ***********************************************************************
 AA2458  DESIGNATION -  44 40
 AA2458  PID         -  AA2458
 AA2458  STATE/COUNTY-  AL/MACON
 AA2458  USGS QUAD   -  CHESSON (1981)
 AA2458
 AA2458                         *CURRENT SURVEY CONTROL
 AA2458  ___________________________________________________________________
 AA2458* NAD 83(1992)-  32 21 56.95979(N)    085 55 00.48919(W)     ADJUSTED  
 AA2458* NAVD 88     -        87.3    (meters)     286.     (feet)  VERTCON   
 AA2458  ___________________________________________________________________
 AA2458  X           -     383,972.726 (meters)                     COMP
 AA2458  Y           -  -5,378,814.085 (meters)                     COMP
 AA2458  Z           -   3,394,796.211 (meters)                     COMP
 AA2458  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AA2458  ELLIP HEIGHT-          59.21  (meters)          (07/29/02) GPS OBS
 AA2458  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AA2458
 AA2458  HORZ ORDER  -  FIRST
 AA2458  ELLP ORDER  -  FOURTH    CLASS I
 AA2458
 AA2458.The horizontal coordinates were established by GPS observations
 AA2458.and adjusted by the National Geodetic Survey in November 1994..
 AA2458
 AA2458.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2458
 AA2458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2458
 AA2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2458
 AA2458.The ellipsoidal height was determined by GPS observations
 AA2458.and is referenced to NAD 83.
 AA2458
 AA2458.The geoid height was determined by GEOID03.
 AA2458
 AA2458;                    North         East     Units Scale Factor Converg.
 AA2458;SPC AL E     -   206,871.515   192,144.521   MT  0.99996076   -0 02 40.9
 AA2458;UTM  16      - 3,581,501.210   601,908.087   MT  0.99972807   +0 34 47.7
 AA2458
 AA2458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2458!SPC AL E     -   0.99999070  x   0.99996076  =   0.99995146
 AA2458!UTM  16      -   0.99999070  x   0.99972807  =   0.99971878
 AA2458
 AA2458:                Primary Azimuth Mark                     Grid Az
 AA2458:SPC AL E     -  44 41                                    208 19 52.9
 AA2458:UTM  16      -  44 41                                    207 42 24.3
 AA2458
 AA2458|---------------------------------------------------------------------|
 AA2458| PID    Reference Object                     Distance      Geod. Az  |
 AA2458|                                                           dddmmss.s |
 AA2458| AA2459 44 41                               416.781 METERS 2081712.0 |
 AA2458|---------------------------------------------------------------------|
 AA2458
 AA2458                          SUPERSEDED SURVEY CONTROL
 AA2458
 AA2458  ELLIP H (11/30/94)   59.30   (m)                       GP(       ) 4 1
 AA2458  NGVD 29 (11/30/94)   87.3    (m)          286.     (f) GPS OBS        
 AA2458
 AA2458.Superseded values are not recommended for survey control.
 AA2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2458.See file dsdata.txt to determine how the superseded data were derived.
 AA2458
 AA2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0190881501(NAD 83)
 AA2458_MARKER: DD = SURVEY DISK
 AA2458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2458_SP_SET: CONCRETE POST
 AA2458_STAMPING: 44-40 1992
 AA2458_MARK LOGO: ALHD  
 AA2458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2458+STABILITY: SURFACE MOTION
 AA2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2458+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 AA2458
 AA2458  HISTORY     - Date     Condition        Report By
 AA2458  HISTORY     - 1992     MONUMENTED       ALHD
 AA2458  HISTORY     - 20040923 GOOD             LOCSUR
 AA2458
 AA2458                          STATION DESCRIPTION
 AA2458
 AA2458'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2458'THE STATION IS LOCATED IN MACON COUNTY ON THE EAST RIGHT OF WAY OF
 AA2458'MACON COUNTY ROAD NO. 7, ABOUT 2.55 MI (4.10 KM) SOUTHEAST OF SHORTER
 AA2458'AND ABOUT 13.60 MI (21.89 KM) WEST-SOUTHWEST OF TUSKEGEE. TO REACH THE
 AA2458'STATION FROM EXIT 22 ON I-85, DRIVE SOUTHEAST ON MACON COUNTY ROAD NO.
 AA2458'93 FOR 0.70 MI (1.13 KM) TO THE JUNCTION OF U.S. 80 WEST ON THE RIGHT
 AA2458'AND U.S. 80 EAST STRAIGHT AHEAD, (MILE POST 159.80 ON U.S. 80), DRIVE
 AA2458'EAST ON U.S. 8O FOR 2.55 MI (4.10 KM) TO MILE POST 162.35 AND MACON
 AA2458'COUNTY ROAD NO. 7 LEFT AND RIGHT, TURN RIGHT ON MACON COUNTY ROAD NO.
 AA2458'7 AND DRIVE SOUTH FOR 1.30 MI (2.09 KM) TO MACON COUNTY ROAD NO. 6 ON
 AA2458'THE LEFT, CONTINUE SOUTH ON MACON COUNTY ROAD NO. 7 FOR 0.85 MI (1.37
 AA2458'KM) TO THE STATION ON THE LEFT. THE STATION IS 10.5 FT (3.2 M) EAST OF
 AA2458'THE CENTER OF A GRAVEL ROAD, 55.2 FT (16.8 M) EAST OF THE CENTERLINE
 AA2458'OF MACON COUNTY ROAD NO. 7, 169.0 FT (51.5 M) NORTH-NORTHEAST OF THE
 AA2458'NORTHWEST FENCE CORNER, 1.8 FT (0.5 M) WEST OF A CARSONITE WITNESS
 AA2458'POST, AND SET FLUSH WITH THE GROUND. STATION 44-41 1992 MAY BE USED AS
 AA2458'AN AZIMUTH FOR THIS STATION.
 AA2458
 AA2458                          STATION RECOVERY (2004)
 AA2458
 AA2458'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (LJA)
 AA2458'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2459 ***********************************************************************
 AA2459  DESIGNATION -  44 41
 AA2459  PID         -  AA2459
 AA2459  STATE/COUNTY-  AL/MACON
 AA2459  USGS QUAD   -  CHESSON (1981)
 AA2459
 AA2459                         *CURRENT SURVEY CONTROL
 AA2459  ___________________________________________________________________
 AA2459* NAD 83(1992)-  32 21 45.04517(N)    085 55 08.04363(W)     ADJUSTED  
 AA2459* NAVD 88     -        76.8    (meters)     252.     (feet)  VERTCON   
 AA2459  ___________________________________________________________________
 AA2459  X           -     383,789.079 (meters)                     COMP
 AA2459  Y           -  -5,379,015.289 (meters)                     COMP
 AA2459  Z           -   3,394,480.601 (meters)                     COMP
 AA2459  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AA2459  ELLIP HEIGHT-          48.74  (meters)          (07/29/02) GPS OBS
 AA2459  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA2459
 AA2459  HORZ ORDER  -  FIRST
 AA2459  ELLP ORDER  -  FOURTH    CLASS I
 AA2459
 AA2459.The horizontal coordinates were established by GPS observations
 AA2459.and adjusted by the National Geodetic Survey in November 1994..
 AA2459
 AA2459.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2459
 AA2459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2459
 AA2459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2459
 AA2459.The ellipsoidal height was determined by GPS observations
 AA2459.and is referenced to NAD 83.
 AA2459
 AA2459.The geoid height was determined by GEOID03.
 AA2459
 AA2459;                    North         East     Units Scale Factor Converg.
 AA2459;SPC AL E     -   206,504.672   191,946.737   MT  0.99996080   -0 02 44.9
 AA2459;UTM  16      - 3,581,132.318   601,714.358   MT  0.99972758   +0 34 43.4
 AA2459
 AA2459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2459!SPC AL E     -   0.99999235  x   0.99996080  =   0.99995315
 AA2459!UTM  16      -   0.99999235  x   0.99972758  =   0.99971993
 AA2459
 AA2459:                Primary Azimuth Mark                     Grid Az
 AA2459:SPC AL E     -  44 40                                    028 19 52.9
 AA2459:UTM  16      -  44 40                                    027 42 24.6
 AA2459
 AA2459|---------------------------------------------------------------------|
 AA2459| PID    Reference Object                     Distance      Geod. Az  |
 AA2459|                                                           dddmmss.s |
 AA2459| AA2458 44 40                               416.781 METERS 0281708.0 |
 AA2459|---------------------------------------------------------------------|
 AA2459
 AA2459                          SUPERSEDED SURVEY CONTROL
 AA2459
 AA2459  ELLIP H (11/30/94)   48.84   (m)                       GP(       ) 4 1
 AA2459  NGVD 29 (11/30/94)   76.8    (m)          252.     (f) GPS OBS        
 AA2459
 AA2459.Superseded values are not recommended for survey control.
 AA2459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2459.See file dsdata.txt to determine how the superseded data were derived.
 AA2459
 AA2459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0171481132(NAD 83)
 AA2459_MARKER: DD = SURVEY DISK
 AA2459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2459_SP_SET: CONCRETE POST
 AA2459_STAMPING: 44-41 1992
 AA2459_MARK LOGO: ALHD  
 AA2459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2459+STABILITY: SURFACE MOTION
 AA2459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2459+SATELLITE: SATELLITE OBSERVATIONS - September 23, 2004
 AA2459
 AA2459  HISTORY     - Date     Condition        Report By
 AA2459  HISTORY     - 1992     MONUMENTED       ALHD
 AA2459  HISTORY     - 20040923 GOOD             LOCSUR
 AA2459
 AA2459                          STATION DESCRIPTION
 AA2459
 AA2459'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2459'THE STATION IS LOCATED IN MACON COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2459'OF MACON COUNTY ROAD NO. 7, ABOUT 2.80 MI (4.51 KM) SOUTHEAST OF
 AA2459'SHORTER AND ABOUT 13.85 MI (22.29 KM) WEST-SOUTHWEST OF TUSKEGEE. TO
 AA2459'REACH THE STATION FROM EXIT 22 ON I-85, DRIVE SOUTHEAST ON MACON
 AA2459'COUNTY ROAD NO. 93 FOR 0.70 MI (1.13 KM) TO THE JUNCTION OF U.S. 80
 AA2459'WEST ON THE RIGHT AND U.S. 80 EAST STRAIGHT AHEAD, (MILE POST 159.80
 AA2459'ON U.S. 80), DRIVE EAST ON U.S. 8O FOR 2.55 MI (4.10 KM) TO MILE POST
 AA2459'162.35 AND MACON COUNTY ROAD NO. 7 LEFT AND RIGHT, TURN RIGHT ON MACON
 AA2459'COUNTY ROAD NO. 7 AND DRIVE SOUTH FOR 1.30 MI (2.09 KM) TO MACON
 AA2459'COUNTY ROAD NO. 6 ON THE LEFT, CONTINUE SOUTH ON MACON COUNTY ROAD NO.
 AA2459'7 FOR 1.10 MI (1.77 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.3
 AA2459'FT (0.7 M) NORTHWEST OF A CROSS TIE FENCE POST, 2.9 FT (0.9 M)
 AA2459'NORTHWEST OF A SEVEN STRAND BARBED WIRE FENCE ON WOOD POSTS, 38.2 FT
 AA2459'(11.6 M) SOUTHEAST OF THE CENTERLINE OF MACON COUNTY ROAD NO. 7, 2.3
 AA2459'FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2459'THE GROUND. STATION 44-40 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2459'STATION.
 AA2459
 AA2459                          STATION RECOVERY (2004)
 AA2459
 AA2459'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (LJA)
 AA2459'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2423 ***********************************************************************
 AA2423  DESIGNATION -  44 5
 AA2423  PID         -  AA2423
 AA2423  STATE/COUNTY-  AL/MACON
 AA2423  USGS QUAD   -  UNION SPRINGS (1973)
 AA2423
 AA2423                         *CURRENT SURVEY CONTROL
 AA2423  ___________________________________________________________________
 AA2423* NAD 83(1992)-  32 14 24.86480(N)    085 39 05.65736(W)     ADJUSTED  
 AA2423* NAVD 88     -       101.6    (meters)     333.     (feet)  VERTCON   
 AA2423  ___________________________________________________________________
 AA2423  X           -     409,433.122 (meters)                     COMP
 AA2423  Y           -  -5,384,412.318 (meters)                     COMP
 AA2423  Z           -   3,383,033.337 (meters)                     COMP
 AA2423  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AA2423  ELLIP HEIGHT-          74.20  (meters)          (07/29/02) GPS OBS
 AA2423  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA2423
 AA2423  HORZ ORDER  -  FIRST
 AA2423  ELLP ORDER  -  FOURTH    CLASS I
 AA2423
 AA2423.The horizontal coordinates were established by GPS observations
 AA2423.and adjusted by the National Geodetic Survey in November 1994..
 AA2423
 AA2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2423
 AA2423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2423
 AA2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2423
 AA2423.The ellipsoidal height was determined by GPS observations
 AA2423.and is referenced to NAD 83.
 AA2423
 AA2423.The geoid height was determined by GEOID03.
 AA2423
 AA2423;                    North         East     Units Scale Factor Converg.
 AA2423;SPC AL E     -   192,957.455   217,129.641   MT  0.99996362   +0 05 49.1
 AA2423;UTM  16      - 3,567,862.585   627,038.154   MT  0.99979902   +0 43 10.0
 AA2423
 AA2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2423!SPC AL E     -   0.99998835  x   0.99996362  =   0.99995197
 AA2423!UTM  16      -   0.99998835  x   0.99979902  =   0.99978737
 AA2423
 AA2423:                Primary Azimuth Mark                     Grid Az
 AA2423:SPC AL E     -  44 4                                     085 15 08.3
 AA2423:UTM  16      -  44 4                                     084 37 47.4
 AA2423
 AA2423|---------------------------------------------------------------------|
 AA2423| PID    Reference Object                     Distance      Geod. Az  |
 AA2423|                                                           dddmmss.s |
 AA2423| AA2422 44 4                                APPROX. 0.5 KM 0852057.4 |
 AA2423|---------------------------------------------------------------------|
 AA2423
 AA2423                          SUPERSEDED SURVEY CONTROL
 AA2423
 AA2423  ELLIP H (11/30/94)   74.27   (m)                       GP(       ) 4 1
 AA2423  NGVD 29 (11/30/94)  101.6    (m)          333.     (f) GPS OBS        
 AA2423
 AA2423.Superseded values are not recommended for survey control.
 AA2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2423.See file dsdata.txt to determine how the superseded data were derived.
 AA2423
 AA2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2703867863(NAD 83)
 AA2423_MARKER: DD = SURVEY DISK
 AA2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2423_SP_SET: CONCRETE POST
 AA2423_STAMPING: 44-5 1992
 AA2423_MARK LOGO: ALHD  
 AA2423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2423+STABILITY: SURFACE MOTION
 AA2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2423+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2423
 AA2423  HISTORY     - Date     Condition        Report By
 AA2423  HISTORY     - 1992     MONUMENTED       ALHD
 AA2423
 AA2423                          STATION DESCRIPTION
 AA2423
 AA2423'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2423'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2423'MACON COUNTY ROAD NO. 2, ABOUT 3.25 MI (5.23 KM) EAST OF FORT DAVIS
 AA2423'AND ABOUT 12.65 MI (20.36 KM) SOUTH-SOUTHEAST OF TUSKEGEE. TO REACH
 AA2423'THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 IN
 AA2423'TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST 176.75 ON U.S. 80
 AA2423'AND MILE POST 0.00 ON ALA 81), DRIVE SOUTH ON U.S. 29 FOR 14.25 MI
 AA2423'(22.93 KM) TO MILE POST 150.50 AND MACON COUNTY ROAD NO. 2 ON THE
 AA2423'LEFT, TURN LEFT ON MACON COUNTY ROAD NO. 2 AND DRIVE EAST FOR 3.50 MI
 AA2423'(5.63 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.0 FT (0.6 M)
 AA2423'SOUTH OF A FOUR STRAND BARBED WIRE FENCE ON WOOD POST, 60.3 FT (18.4
 AA2423'M) EAST OF TELEPHONE PEDESTAL CABLE NO. 1 3 31 LP5, 35.6 FT (10.9 M)
 AA2423'NORTH OF THE CENTERLINE OF MACON COUNTY ROAD NO. 2, 2.3 FT (0.7 M)
 AA2423'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2423'STATION 44-4 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2424 ***********************************************************************
 AA2424  DESIGNATION -  44 6
 AA2424  PID         -  AA2424
 AA2424  STATE/COUNTY-  AL/MACON
 AA2424  USGS QUAD   -  DAVISVILLE (1973)
 AA2424
 AA2424                         *CURRENT SURVEY CONTROL
 AA2424  ___________________________________________________________________
 AA2424* NAD 83(1992)-  32 19 55.10748(N)    085 40 05.75932(W)     ADJUSTED  
 AA2424* NAVD 88     -        93.1    (meters)     305.     (feet)  VERTCON   
 AA2424  ___________________________________________________________________
 AA2424  X           -     407,453.195 (meters)                     COMP
 AA2424  Y           -  -5,379,105.646 (meters)                     COMP
 AA2424  Z           -   3,391,628.433 (meters)                     COMP
 AA2424  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AA2424  ELLIP HEIGHT-          65.23  (meters)          (07/29/02) GPS OBS
 AA2424  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA2424
 AA2424  HORZ ORDER  -  FIRST
 AA2424  ELLP ORDER  -  FOURTH    CLASS I
 AA2424
 AA2424.The horizontal coordinates were established by GPS observations
 AA2424.and adjusted by the National Geodetic Survey in November 1994..
 AA2424
 AA2424.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2424
 AA2424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2424
 AA2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2424
 AA2424.The ellipsoidal height was determined by GPS observations
 AA2424.and is referenced to NAD 83.
 AA2424
 AA2424.The geoid height was determined by GEOID03.
 AA2424
 AA2424;                    North         East     Units Scale Factor Converg.
 AA2424;SPC AL E     -   203,127.086   215,540.612   MT  0.99996298   +0 05 17.8
 AA2424;UTM  16      - 3,578,012.634   625,338.879   MT  0.99979373   +0 42 44.4
 AA2424
 AA2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2424!SPC AL E     -   0.99998976  x   0.99996298  =   0.99995274
 AA2424!UTM  16      -   0.99998976  x   0.99979373  =   0.99978349
 AA2424
 AA2424:                Primary Azimuth Mark                     Grid Az
 AA2424:SPC AL E     -  44 7                                     195 43 47.8
 AA2424:UTM  16      -  44 7                                     195 06 21.2
 AA2424
 AA2424|---------------------------------------------------------------------|
 AA2424| PID    Reference Object                     Distance      Geod. Az  |
 AA2424|                                                           dddmmss.s |
 AA2424| AA2425 44 7                                479.052 METERS 1954905.6 |
 AA2424|---------------------------------------------------------------------|
 AA2424
 AA2424                          SUPERSEDED SURVEY CONTROL
 AA2424
 AA2424  ELLIP H (11/30/94)   65.31   (m)                       GP(       ) 4 1
 AA2424  NGVD 29 (11/30/94)   93.0    (m)          305.     (f) GPS OBS        
 AA2424
 AA2424.Superseded values are not recommended for survey control.
 AA2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2424.See file dsdata.txt to determine how the superseded data were derived.
 AA2424
 AA2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2533978013(NAD 83)
 AA2424_MARKER: DD = SURVEY DISK
 AA2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2424_SP_SET: CONCRETE POST
 AA2424_STAMPING: 44-6 1992
 AA2424_MARK LOGO: ALHD  
 AA2424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2424+STABILITY: SURFACE MOTION
 AA2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2424+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2424
 AA2424  HISTORY     - Date     Condition        Report By
 AA2424  HISTORY     - 1992     MONUMENTED       ALHD
 AA2424
 AA2424                          STATION DESCRIPTION
 AA2424
 AA2424'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2424'THE STATION IS LOCATED IN MACON COUNTY ON THE WEST RIGHT OF WAY OF
 AA2424'U.S. 29, ABOUT 6.20 MI (9.98 KM) SOUTH-SOUTHEAST OF TUSKEGEE AND ABOUT
 AA2424'6.70 MI (10.78 KM) NORTH-NORTHEAST OF FORT DAVIS. TO REACH THE STATION
 AA2424'FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 IN TUSKEGEE, (MILE
 AA2424'POST 164.75 ON U.S. 29, MILE POST 176.75 ON U.S. 80 AND MILE POST 0.00
 AA2424'ON ALA 81), DRIVE SOUTH ON U.S. 29 FOR 7.30 MI (11.75 KM) TO MILE POST
 AA2424'157.45 AND THE STATION ON THE RIGHT. THE STATION IS 52.0 FT (15.8 M)
 AA2424'WEST-NORTHWEST OF THE CENTERLINE OF U.S. 29, 69.0 FT (21.0 M)
 AA2424'NORTHWEST OF THE CENTER OF A PAVED DRIVEWAY ACROSS U.S. 29, 71.2 FT
 AA2424'(21.7 M) EAST OF THE NORTHEAST CORNER OF A CONCRETE BLOCK PUMP HOUSE,
 AA2424'73.8 FT (22.5 M) EAST OF THE SOUTHEAST CORNER OF A CONCRETE BLOCK PUMP
 AA2424'HOUSE, 8.8 FT (2.7 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2424'WITH THE GROUND. STATION 44-7 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2424'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2425 ***********************************************************************
 AA2425  DESIGNATION -  44 7
 AA2425  PID         -  AA2425
 AA2425  STATE/COUNTY-  AL/MACON
 AA2425  USGS QUAD   -  DAVISVILLE (1973)
 AA2425
 AA2425                         *CURRENT SURVEY CONTROL
 AA2425  ___________________________________________________________________
 AA2425* NAD 83(1992)-  32 19 40.14452(N)    085 40 10.75211(W)     ADJUSTED  
 AA2425* NAVD 88     -        91.8    (meters)     301.     (feet)  VERTCON   
 AA2425  ___________________________________________________________________
 AA2425  X           -     407,341.520 (meters)                     COMP
 AA2425  Y           -  -5,379,360.220 (meters)                     COMP
 AA2425  Z           -   3,391,238.283 (meters)                     COMP
 AA2425  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AA2425  ELLIP HEIGHT-          63.95  (meters)          (07/29/02) GPS OBS
 AA2425  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA2425
 AA2425  HORZ ORDER  -  FIRST
 AA2425  ELLP ORDER  -  FOURTH    CLASS I
 AA2425
 AA2425.The horizontal coordinates were established by GPS observations
 AA2425.and adjusted by the National Geodetic Survey in November 1994..
 AA2425
 AA2425.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2425
 AA2425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2425
 AA2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2425
 AA2425.The ellipsoidal height was determined by GPS observations
 AA2425.and is referenced to NAD 83.
 AA2425
 AA2425.The geoid height was determined by GEOID03.
 AA2425
 AA2425;                    North         East     Units Scale Factor Converg.
 AA2425;SPC AL E     -   202,665.992   215,410.745   MT  0.99996293   +0 05 15.1
 AA2425;UTM  16      - 3,577,550.231   625,214.062   MT  0.99979334   +0 42 41.4
 AA2425
 AA2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2425!SPC AL E     -   0.99998996  x   0.99996293  =   0.99995289
 AA2425!UTM  16      -   0.99998996  x   0.99979334  =   0.99978330
 AA2425
 AA2425:                Primary Azimuth Mark                     Grid Az
 AA2425:SPC AL E     -  44 6                                     015 43 47.8
 AA2425:UTM  16      -  44 6                                     015 06 21.5
 AA2425
 AA2425|---------------------------------------------------------------------|
 AA2425| PID    Reference Object                     Distance      Geod. Az  |
 AA2425|                                                           dddmmss.s |
 AA2425| AA2424 44 6                                479.052 METERS 0154902.9 |
 AA2425|---------------------------------------------------------------------|
 AA2425
 AA2425                          SUPERSEDED SURVEY CONTROL
 AA2425
 AA2425  ELLIP H (11/30/94)   64.03   (m)                       GP(       ) 4 1
 AA2425  NGVD 29 (11/30/94)   91.8    (m)          301.     (f) GPS OBS        
 AA2425
 AA2425.Superseded values are not recommended for survey control.
 AA2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2425.See file dsdata.txt to determine how the superseded data were derived.
 AA2425
 AA2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2521477550(NAD 83)
 AA2425_MARKER: DD = SURVEY DISK
 AA2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2425_SP_SET: CONCRETE POST
 AA2425_STAMPING: 44-7 1992
 AA2425_MARK LOGO: ALHD  
 AA2425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2425+STABILITY: SURFACE MOTION
 AA2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2425+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2425
 AA2425  HISTORY     - Date     Condition        Report By
 AA2425  HISTORY     - 1992     MONUMENTED       ALHD
 AA2425
 AA2425                          STATION DESCRIPTION
 AA2425
 AA2425'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2425'THE STATION IS LOCATED IN MACON COUNTY IN THE NORTHEAST QUADRANT OF
 AA2425'THE INTERSECTION OF U.S. 29 AND MACON COUNTY ROAD NO. 47, ABOUT 6.40
 AA2425'MI (10.30 KM) NORTH-NORTHEAST OF FORT DAVIS AND ABOUT 6.60 MI (10.62
 AA2425'KM) SOUTH-SOUTHEAST OF TUSKEGEE. TO REACH THE STATION FROM THE
 AA2425'JUNCTION OF U.S. 29, U.S. 80 AND ALA 81 IN TUSKEGEE, (MILE POST 164.75
 AA2425'ON U.S. 29, MILE POST 176.75 ON U.S. 80 AND MILE POST 0.00 ON ALA 81),
 AA2425'DRIVE SOUTH ON U.S. 29 FOR 7.60 MI (12.23 KM) TO MILE POST 157.15 AND
 AA2425'THE STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION OF U.S. 29
 AA2425'AND MACON COUNTY ROAD NO. 47. THE STATION IS 46.7 FT (14.2 M) NORTH OF
 AA2425'TELEPHONE CABLE PEDESTAL NO. DV 87, 47.6 FT (14.5 M) EAST-SOUTHEAST OF
 AA2425'THE CENTERLINE OF U.S. 29, 48.4 FT (14.8 M) NORTH OF TELEPHONE CABLE
 AA2425'PEDESTAL NO. DV 87 A, 53.5 FT (16.3 M) WEST-NORTHWEST OF THE SOUTHWEST
 AA2425'CORNER OF A CONCRETE BLOCK BUILDING, 61.4 FT (18.7 M) NORTH-NORTHEAST
 AA2425'OF A STOP SIGN, 84.5 FT (25.8 M) NORTHEAST OF THE CENTER OF THE
 AA2425'INTERSECTION OF U.S. 29 AND MACON COUNTY ROAD NO. 47, 85.0 FT (25.9 M)
 AA2425'NORTH-NORTHEAST OF THE CENTERLINE OF MACON COUNTY ROAD NO. 47, 2.1 FT
 AA2425'(0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2425'GROUND. STATION 44-6 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2426 ***********************************************************************
 AA2426  DESIGNATION -  44 8
 AA2426  PID         -  AA2426
 AA2426  STATE/COUNTY-  AL/MACON
 AA2426  USGS QUAD   -  LITTLE TEXAS (1971)
 AA2426
 AA2426                         *CURRENT SURVEY CONTROL
 AA2426  ___________________________________________________________________
 AA2426* NAD 83(1992)-  32 24 16.85979(N)    085 36 04.37894(W)     ADJUSTED  
 AA2426* NAVD 88     -        96.0    (meters)     315.     (feet)  VERTCON   
 AA2426  ___________________________________________________________________
 AA2426  X           -     413,416.887 (meters)                     COMP
 AA2426  Y           -  -5,374,323.521 (meters)                     COMP
 AA2426  Z           -   3,398,440.105 (meters)                     COMP
 AA2426  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AA2426  ELLIP HEIGHT-          67.94  (meters)          (07/29/02) GPS OBS
 AA2426  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA2426
 AA2426  HORZ ORDER  -  FIRST
 AA2426  ELLP ORDER  -  FOURTH    CLASS I
 AA2426
 AA2426.The horizontal coordinates were established by GPS observations
 AA2426.and adjusted by the National Geodetic Survey in November 1994..
 AA2426
 AA2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2426
 AA2426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2426
 AA2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2426
 AA2426.The ellipsoidal height was determined by GPS observations
 AA2426.and is referenced to NAD 83.
 AA2426
 AA2426.The geoid height was determined by GEOID03.
 AA2426
 AA2426;                    North         East     Units Scale Factor Converg.
 AA2426;SPC AL E     -   211,201.430   221,835.730   MT  0.99996588   +0 07 27.8
 AA2426;UTM  16      - 3,586,153.822   631,544.593   MT  0.99981338   +0 44 59.0
 AA2426
 AA2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2426!SPC AL E     -   0.99998933  x   0.99996588  =   0.99995521
 AA2426!UTM  16      -   0.99998933  x   0.99981338  =   0.99980271
 AA2426
 AA2426                          SUPERSEDED SURVEY CONTROL
 AA2426
 AA2426  ELLIP H (11/30/94)   68.03   (m)                       GP(       ) 4 1
 AA2426  NGVD 29 (11/30/94)   96.0    (m)          315.     (f) GPS OBS        
 AA2426
 AA2426.Superseded values are not recommended for survey control.
 AA2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2426.See file dsdata.txt to determine how the superseded data were derived.
 AA2426
 AA2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3154586154(NAD 83)
 AA2426_MARKER: DD = SURVEY DISK
 AA2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2426_SP_SET: CONCRETE POST
 AA2426_STAMPING: 44-8 1992
 AA2426_MARK LOGO: ALHD  
 AA2426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2426+STABILITY: SURFACE MOTION
 AA2426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2426+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2426
 AA2426  HISTORY     - Date     Condition        Report By
 AA2426  HISTORY     - 1992     MONUMENTED       ALHD
 AA2426
 AA2426                          STATION DESCRIPTION
 AA2426
 AA2426'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2426'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2426'OF MACON COUNTY ROAD NO. 22, ABOUT 5.45 MI (8.77 KM) EAST OF TUSKEGEE
 AA2426'AND ABOUT 7.15 MI (11.51 KM) NORTH-NORTHEAST OF DAVISVILLE. TO REACH
 AA2426'THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 80 IN
 AA2426'TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST 176.75 ON U.S. 80
 AA2426'AND MILE POST 0.00 ON ALA 81), DRIVE SOUTHEAST ON U.S. 29 FOR 1.40 MI
 AA2426'(2.25 KM) TO MILE POST 163.35 AND A Y-INTERSECTION WITH MACON COUNTY
 AA2426'ROAD NO. 26 (OLD COLUMBUS ROAD) LEFT AND U.S. 29 ON THE RIGHT, BEAR
 AA2426'LEFT ON MACON COUNTY ROAD NO. 26 (OLD COLUMBUS ROAD) AND DRIVE EAST
 AA2426'FOR 3.85 MI (6.20 KM) TO A Y-INTERSECTION WITH MACON COUNTY ROAD NO.
 AA2426'26 RIGHT AND MACON COUNTY ROAD NO. 22 LEFT, BEAR RIGHT ON MACON COUNTY
 AA2426'ROAD NO. 26 AND DRIVE EAST FOR 0.60 MI (0.97 KM) TO THE STATION ON THE
 AA2426'LEFT. THE STATION IS 6.0 FT (1.8 M) SOUTHWEST OF A FIVE STRAND BARBED
 AA2426'WIRE FENCE ON WOOD POST, 34.8 FT (10.6 M) NORTHEAST OF THE CENTERLINE
 AA2426'OF MACON COUNTY ROAD NO. 22, 87.6 FT (26.7 M) NORTH OF TELEPHONE CABLE
 AA2426'PEDESTAL NO. OC 56 LP ACROSS MACON COUNTY ROAD NO. 22, 103.0 FT (31.4
 AA2426'M) EAST OF TELEPHONE CABLE PEDESTAL NO. OC 55 ACROSS COUNTY ROAD NO.
 AA2426'22, 5.4 FT (1.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2426'FLUSH WITH THE GROUND. STATION 44-9 1992 MAY BE USED AS AN AZIMUTH FOR
 AA2426'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2427 ***********************************************************************
 AA2427  DESIGNATION -  44 9
 AA2427  PID         -  AA2427
 AA2427  STATE/COUNTY-  AL/MACON
 AA2427  USGS QUAD   -  LITTLE TEXAS (1971)
 AA2427
 AA2427                         *CURRENT SURVEY CONTROL
 AA2427  ___________________________________________________________________
 AA2427* NAD 83(1992)-  32 24 29.16271(N)    085 36 20.94665(W)     ADJUSTED  
 AA2427* NAVD 88     -        89.4    (meters)     293.     (feet)  VERTCON   
 AA2427  ___________________________________________________________________
 AA2427  X           -     412,969.221 (meters)                     COMP
 AA2427  Y           -  -5,374,148.682 (meters)                     COMP
 AA2427  Z           -   3,398,756.551 (meters)                     COMP
 AA2427  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AA2427  ELLIP HEIGHT-          61.38  (meters)          (07/29/02) GPS OBS
 AA2427  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AA2427
 AA2427  HORZ ORDER  -  FIRST
 AA2427  ELLP ORDER  -  FOURTH    CLASS I
 AA2427
 AA2427.The horizontal coordinates were established by GPS observations
 AA2427.and adjusted by the National Geodetic Survey in November 1994..
 AA2427
 AA2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2427
 AA2427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2427
 AA2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2427
 AA2427.The ellipsoidal height was determined by GPS observations
 AA2427.and is referenced to NAD 83.
 AA2427
 AA2427.The geoid height was determined by GEOID03.
 AA2427
 AA2427;                    North         East     Units Scale Factor Converg.
 AA2427;SPC AL E     -   211,579.463   221,401.990   MT  0.99996565   +0 07 19.0
 AA2427;UTM  16      - 3,586,527.042   631,106.820   MT  0.99981197   +0 44 50.3
 AA2427
 AA2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2427!SPC AL E     -   0.99999036  x   0.99996565  =   0.99995601
 AA2427!UTM  16      -   0.99999036  x   0.99981197  =   0.99980233
 AA2427
 AA2427                          SUPERSEDED SURVEY CONTROL
 AA2427
 AA2427  ELLIP H (11/30/94)   61.47   (m)                       GP(       ) 4 1
 AA2427  NGVD 29 (11/30/94)   89.4    (m)          293.     (f) GPS OBS        
 AA2427
 AA2427.Superseded values are not recommended for survey control.
 AA2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2427.See file dsdata.txt to determine how the superseded data were derived.
 AA2427
 AA2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3110786527(NAD 83)
 AA2427_MARKER: DD = SURVEY DISK
 AA2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2427_SP_SET: CONCRETE POST
 AA2427_STAMPING: 44-9 1992
 AA2427_MARK LOGO: ALHD  
 AA2427_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2427+STABILITY: SURFACE MOTION
 AA2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2427+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2427
 AA2427  HISTORY     - Date     Condition        Report By
 AA2427  HISTORY     - 1992     MONUMENTED       ALHD
 AA2427
 AA2427                          STATION DESCRIPTION
 AA2427
 AA2427'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2427'THE STATION IS LOCATED IN MACON COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2427'OF MACON COUNTY ROAD NO. 22, ABOUT 5.00 MI (8.05 KM) EAST OF TUSKEGEE
 AA2427'AND ABOUT 6.90 MI (11.10 KM) NORTH-NORTHEAST OF DAVISVILLE. TO REACH
 AA2427'THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 80 AND ALA 80 IN
 AA2427'TUSKEGEE, (MILE POST 164.75 ON U.S. 29, MILE POST 176.75 ON U.S. 80
 AA2427'AND MILE POST 0.00 ON ALA 81), DRIVE SOUTHEAST ON U.S. 29 FOR 1.40 MI
 AA2427'(2.25 KM) TO MILE POST 163.35 AND A Y-INTERSECTION WITH MACON COUNTY
 AA2427'ROAD NO. 26 (OLD COLUMBUS ROAD) LEFT AND U.S. 29 ON THE RIGHT, BEAR
 AA2427'LEFT ON MACON COUNTY ROAD NO. 26 (OLD COLUMBUS ROAD) AND DRIVE EAST
 AA2427'FOR 3.85 MI (6.20 KM) TO A Y-INTERSECTION WITH MACON COUNTY ROAD NO.
 AA2427'26 RIGHT AND MACON COUNTY ROAD NO. 22 LEFT, BEAR RIGHT ON MACON COUNTY
 AA2427'ROAD NO. 26 AND DRIVE EAST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE
 AA2427'LEFT. THE STATION IS 7.7 FT (2.3 M) NORTHEAST OF THE CENTERLINE OF
 AA2427'MACON COUNTY ROAD NO. 22, 35.2 FT (10.7 M) SOUTHWEST OF A FIVE STRAND
 AA2427'BARBED WIRE FENCE ON WOOD POST, 7.5 FT (2.3 M) SOUTHWEST OF A
 AA2427'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 44-8
 AA2427'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0696 ***********************************************************************
 EF0696  DESIGNATION -  44 A
 EF0696  PID         -  EF0696
 EF0696  STATE/COUNTY-  AL/MADISON
 EF0696  USGS QUAD   -  TRIANA (1982)
 EF0696
 EF0696                         *CURRENT SURVEY CONTROL
 EF0696  ___________________________________________________________________
 EF0696* NAD 83(1986)-  34 33 15.     (N)    086 39 51.     (W)     SCALED    
 EF0696* NAVD 88     -       175.309  (meters)     575.16   (feet)  ADJUSTED  
 EF0696  ___________________________________________________________________
 EF0696  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 EF0696  DYNAMIC HT  -         175.131 (meters)     574.58  (feet)  COMP
 EF0696  MODELED GRAV-     979,615.6   (mgal)                       NAVD 88
 EF0696
 EF0696  VERT ORDER  -  FIRST     CLASS II
 EF0696
 EF0696.The horizontal coordinates were scaled from a topographic map and have
 EF0696.an estimated accuracy of +/- 6 seconds.
 EF0696
 EF0696.The orthometric height was determined by differential leveling
 EF0696.and adjusted by the National Geodetic Survey in June 1991..
 EF0696
 EF0696.The geoid height was determined by GEOID03.
 EF0696
 EF0696.The dynamic height is computed by dividing the NAVD 88
 EF0696.geopotential number by the normal gravity value computed on the
 EF0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0696.degrees latitude (g = 980.6199 gals.).
 EF0696
 EF0696.The modeled gravity was interpolated from observed gravity values.
 EF0696
 EF0696;                    North         East    Units  Estimated Accuracy
 EF0696;SPC AL E     -   449,890.      123,750.      MT  (+/- 180 meters Scaled)
 EF0696
 EF0696                          SUPERSEDED SURVEY CONTROL
 EF0696
 EF0696  NGVD 29 (??/??/92)  175.274  (m)          575.04   (f) ADJ UNCH    1 2
 EF0696
 EF0696.Superseded values are not recommended for survey control.
 EF0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0696.See file dsdata.txt to determine how the superseded data were derived.
 EF0696
 EF0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED308236(NAD 83)
 EF0696_MARKER: DD = SURVEY DISK
 EF0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0696+STABILITY: SURFACE MOTION
 EF0696
 EF0696  HISTORY     - Date     Condition        Report By
 EF0696  HISTORY     - UNK      MONUMENTED       USE
 EF0696  HISTORY     - 1933     GOOD             NGS
 EF0696  HISTORY     - 1948     MARK NOT FOUND   TVA
 EF0696
 EF0696                          STATION DESCRIPTION
 EF0696
 EF0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0696'20.5 MI SE FROM DECATUR.
 EF0696'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 138 1/4,
 EF0696'AT LEWIS BLUFF DAM SITE AT FOOT OF HILL ON AXIS OF DAM.  8 FEET WEST
 EF0696'OF 5 IN. BLAZED CEDAR TREE.  APPROX 2000 FEET FROM RIGHT BANK OF
 EF0696'RIVER.
 EF0696
 EF0696                          STATION RECOVERY (1948)
 EF0696
 EF0696'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1948
 EF0696'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0084 ***********************************************************************
 BU0084  DESIGNATION -  44 AFK
 BU0084  PID         -  BU0084
 BU0084  STATE/COUNTY-  AL/PIKE
 BU0084  USGS QUAD   -  GRADY (1979)
 BU0084
 BU0084                         *CURRENT SURVEY CONTROL
 BU0084  ___________________________________________________________________
 BU0084* NAD 83(1986)-  31 54 30.     (N)    086 09 46.     (W)     SCALED    
 BU0084* NAVD 88     -       126.772  (meters)     415.92   (feet)  ADJUSTED  
 BU0084  ___________________________________________________________________
 BU0084  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BU0084  DYNAMIC HT  -         126.621 (meters)     415.42  (feet)  COMP
 BU0084  MODELED GRAV-     979,448.5   (mgal)                       NAVD 88
 BU0084
 BU0084  VERT ORDER  -  FIRST     CLASS I
 BU0084
 BU0084.The horizontal coordinates were scaled from a topographic map and have
 BU0084.an estimated accuracy of +/- 6 seconds.
 BU0084
 BU0084.The orthometric height was determined by differential leveling
 BU0084.and adjusted by the National Geodetic Survey in June 1991..
 BU0084
 BU0084.The geoid height was determined by GEOID03.
 BU0084
 BU0084.The dynamic height is computed by dividing the NAVD 88
 BU0084.geopotential number by the normal gravity value computed on the
 BU0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0084.degrees latitude (g = 980.6199 gals.).
 BU0084
 BU0084.The modeled gravity was interpolated from observed gravity values.
 BU0084
 BU0084;                    North         East    Units  Estimated Accuracy
 BU0084;SPC AL E     -   156,190.      168,840.      MT  (+/- 180 meters Scaled)
 BU0084
 BU0084                          SUPERSEDED SURVEY CONTROL
 BU0084
 BU0084  NGVD 29 (??/??/92)  126.745  (m)          415.83   (f) ADJ UNCH    1 1
 BU0084
 BU0084.Superseded values are not recommended for survey control.
 BU0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0084.See file dsdata.txt to determine how the superseded data were derived.
 BU0084
 BU0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA791305(NAD 83)
 BU0084_MARKER: DD = SURVEY DISK
 BU0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0084_STAMPING: 44 AFK 1964 416
 BU0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0084+STABILITY: SURFACE MOTION
 BU0084
 BU0084  HISTORY     - Date     Condition        Report By
 BU0084  HISTORY     - 1964     MONUMENTED       USGS
 BU0084  HISTORY     - 1968     GOOD             NGS
 BU0084
 BU0084                          STATION DESCRIPTION
 BU0084
 BU0084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0084'IN SHADY GROVE.
 BU0084'AT SHADY GROVE, AT THE BLACK TOP ROAD CROSSING THE SEABOARD COAST LINE
 BU0084'RAILROAD, 73.3 FEET EAST OF AND ACROSS THE MAIN TRACK FROM MILEPOST N
 BU0084'866, 18 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE TRACK, 21 FEET
 BU0084'NORTHWEST OF THE CENTER LINE OF THE BLACK TOPPED ROAD, 29 FEET NORTH
 BU0084'OF THE CENTER OF THE CROSSING, 2.5 FEET WEST OF A METAL WITNESS POST,
 BU0084'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BU0084'PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0144 ***********************************************************************
 BV0144  DESIGNATION -  446
 BV0144  PID         -  BV0144
 BV0144  STATE/COUNTY-  AL/MOBILE
 BV0144  USGS QUAD   -  CITRONELLE EAST (1982)
 BV0144
 BV0144                         *CURRENT SURVEY CONTROL
 BV0144  ___________________________________________________________________
 BV0144* NAD 83(1986)-  31 05 18.     (N)    088 13 37.     (W)     SCALED    
 BV0144* NAVD 88     -        99.355  (meters)     325.97   (feet)  POSTED    
 BV0144  ___________________________________________________________________
 BV0144  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BV0144  DYNAMIC HT  -          99.230 (meters)     325.56  (feet)  COMP
 BV0144  MODELED GRAV-     979,366.3   (mgal)                       NAVD 88
 BV0144
 BV0144  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0144
 BV0144.The horizontal coordinates were scaled from a topographic map and have
 BV0144.an estimated accuracy of +/- 6 seconds.
 BV0144
 BV0144.The orthometric height was determined by differential leveling
 BV0144.and adjusted by the National Geodetic Survey in 1992..
 BV0144.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0144.rate of 0.0 thru 1.0 mm/km.
 BV0144
 BV0144.The geoid height was determined by GEOID03.
 BV0144
 BV0144.The dynamic height is computed by dividing the NAVD 88
 BV0144.geopotential number by the normal gravity value computed on the
 BV0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0144.degrees latitude (g = 980.6199 gals.).
 BV0144
 BV0144.The modeled gravity was interpolated from observed gravity values.
 BV0144
 BV0144;                    North         East    Units  Estimated Accuracy
 BV0144;SPC AL W     -   120,870.      530,640.      MT  (+/- 180 meters Scaled)
 BV0144
 BV0144                          SUPERSEDED SURVEY CONTROL
 BV0144
 BV0144  NGVD 29 (??/??/92)   99.32   (m)          325.9    (f) COMPUTED    1 2
 BV0144
 BV0144.Superseded values are not recommended for survey control.
 BV0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0144.See file dsdata.txt to determine how the superseded data were derived.
 BV0144
 BV0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV829400(NAD 83)
 BV0144_MARKER: DD = SURVEY DISK
 BV0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0144_STAMPING: 446 1940
 BV0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0144+STABILITY: SURFACE MOTION
 BV0144
 BV0144  HISTORY     - Date     Condition        Report By
 BV0144  HISTORY     - 1940     MONUMENTED       ALGS
 BV0144  HISTORY     - 1940     GOOD             NGS
 BV0144  HISTORY     - 1980     MARK NOT FOUND   NGS
 BV0144
 BV0144                          STATION DESCRIPTION
 BV0144
 BV0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BV0144'IN CITRONELLE.
 BV0144'AT CITRONELLE, MOBILE COUNTY, 28.5 FEET EAST OF THE CENTERLINE OF THE
 BV0144'MAIN TRACK, 4 FEET WEST OF A TWIN OAK TREE, 78 FEET SOUTH-EAST OF
 BV0144'CENTER-LINE OF CROSSING OF TRACK AND ROAD, 40 FEET WEST OF NORTH-SOUTH
 BV0144'STREET, ABOUT 300 YARDS SOUTH OF STATION, 3.5 FEET EAST OF WHITE
 BV0144'MARKER POST STENCILED U.S.B.M.  A STANDARD ALABAMA GEODETIC SURVEY
 BV0144'DISK STAMPED 446 1940 AND SET IN THE TOP OF A CONCRETE POST 0.3 FEET
 BV0144'HIGH.
 BV0144
 BV0144                          STATION RECOVERY (1980)
 BV0144
 BV0144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0144'NOT RECOVERED--TREE IS GONE, AND POST IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0142 ***********************************************************************
 BV0142  DESIGNATION -  448
 BV0142  PID         -  BV0142
 BV0142  STATE/COUNTY-  AL/MOBILE
 BV0142  USGS QUAD   -  CITRONELLE EAST (1982)
 BV0142
 BV0142                         *CURRENT SURVEY CONTROL
 BV0142  ___________________________________________________________________
 BV0142* NAD 83(1986)-  31 04 17.     (N)    088 14 12.     (W)     SCALED    
 BV0142* NAVD 88     -        97.584  (meters)     320.16   (feet)  ADJUSTED  
 BV0142  ___________________________________________________________________
 BV0142  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BV0142  DYNAMIC HT  -          97.459 (meters)     319.75  (feet)  COMP
 BV0142  MODELED GRAV-     979,364.8   (mgal)                       NAVD 88
 BV0142
 BV0142  VERT ORDER  -  FIRST     CLASS II
 BV0142
 BV0142.The horizontal coordinates were scaled from a topographic map and have
 BV0142.an estimated accuracy of +/- 6 seconds.
 BV0142
 BV0142.The orthometric height was determined by differential leveling
 BV0142.and adjusted by the National Geodetic Survey in June 1991..
 BV0142
 BV0142.The geoid height was determined by GEOID03.
 BV0142
 BV0142.The dynamic height is computed by dividing the NAVD 88
 BV0142.geopotential number by the normal gravity value computed on the
 BV0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0142.degrees latitude (g = 980.6199 gals.).
 BV0142
 BV0142.The modeled gravity was interpolated from observed gravity values.
 BV0142
 BV0142;                    North         East    Units  Estimated Accuracy
 BV0142;SPC AL W     -   119,000.      529,700.      MT  (+/- 180 meters Scaled)
 BV0142
 BV0142                          SUPERSEDED SURVEY CONTROL
 BV0142
 BV0142  NGVD 29 (??/??/??)   97.548  (m)          320.04   (f) ADJUSTED    1 2
 BV0142
 BV0142.Superseded values are not recommended for survey control.
 BV0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0142.See file dsdata.txt to determine how the superseded data were derived.
 BV0142
 BV0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV820381(NAD 83)
 BV0142_MARKER: DD = SURVEY DISK
 BV0142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0142_STAMPING: 448 1940
 BV0142_PROJECTION: FLUSH
 BV0142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0142+STABILITY: SURFACE MOTION
 BV0142
 BV0142  HISTORY     - Date     Condition        Report By
 BV0142  HISTORY     - 1940     MONUMENTED       ALGS
 BV0142  HISTORY     - 1940     GOOD             NGS
 BV0142  HISTORY     - 1980     GOOD             NGS
 BV0142
 BV0142                          STATION DESCRIPTION
 BV0142
 BV0142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BV0142'1.5 MI S FROM CITRONELLE.
 BV0142'ALONG THE GULF, MOBILE AND OHIO RAILROAD AND U.S. HIGHWAY 45, 258 FEET
 BV0142'NORTHWEST OF THE INTERSECTION OF THE CENTERLINES OF THE HIGHWAY AND A
 BV0142'SIDE ROAD NORTH TO CITRONELLE, 55 YARDS WEST OF THE FIRST POLE NORTH
 BV0142'OF MILE POST 31, 59.5 FEET SOUTH OF THE WEST END OF THE SOUTH HEADWALL
 BV0142'OF A CULVERT UNDER A PRIVATE DRIVE TO THE WEST, 31 FEET SOUTH OF A 30
 BV0142'INCH OAK TREE, 176 FEET WEST OF THE WEST RAIL, 30.1 FEET WEST OF THE
 BV0142'CENTER LINE OF THE HIGHWAY, 1.0 FEET EAST OF THE WEST RIGHT OF WAY
 BV0142'FENCE.
 BV0142
 BV0142                          STATION RECOVERY (1980)
 BV0142
 BV0142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0142'2.65 KILOMETERS (1.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 BV0142'FIRST BAPTIST CHURCH AT THE JUNCTION OF COUNTY ROUTE 96 IN CITRONELLE,
 BV0142'78.6 METERS (258 FEET) NORTHWEST OF THE CENTER OF THE CROSSING OF THE
 BV0142'HIGHWAY AND A PAVED ROAD LEADING NORTH, 9.2 METERS (30.1 FEET) WEST
 BV0142'OF THE CENTER LINE OF THE HIGHWAY, 18 METERS (59.5 FEET) SOUTH OF THE
 BV0142'WEST END OF THE SOUTH HEADWALL OF A CULVERT FOR A PRIVATE DRIVE
 BV0142'LEADING WEST, 9.5 METERS (31 FEET) SOUTH OF A 30-INCH OAK TREE, 2.7
 BV0142'METERS (9 FEET) NORTH OF A POWER POLE WITH AN UNDERGROUND CABLE BOX
 BV0142'NO. P33.
 BV0142'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BV0142'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0163 ***********************************************************************
 BV0163  DESIGNATION -  44+88
 BV0163  PID         -  BV0163
 BV0163  STATE/COUNTY-  AL/WASHINGTON
 BV0163  USGS QUAD   -  VINEGAR BEND (1974)
 BV0163
 BV0163                         *CURRENT SURVEY CONTROL
 BV0163  ___________________________________________________________________
 BV0163* NAD 83(1986)-  31 15 50.     (N)    088 20 30.     (W)     SCALED    
 BV0163* NAVD 88     -        47.775  (meters)     156.74   (feet)  POSTED    
 BV0163  ___________________________________________________________________
 BV0163  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BV0163  DYNAMIC HT  -          47.720 (meters)     156.56  (feet)  COMP
 BV0163  MODELED GRAV-     979,399.2   (mgal)                       NAVD 88
 BV0163
 BV0163  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0163
 BV0163.The horizontal coordinates were scaled from a topographic map and have
 BV0163.an estimated accuracy of +/- 6 seconds.
 BV0163
 BV0163.The orthometric height was determined by differential leveling
 BV0163.and adjusted by the National Geodetic Survey in 1992..
 BV0163.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0163.rate of 0.0 thru 1.0 mm/km.
 BV0163
 BV0163.The geoid height was determined by GEOID03.
 BV0163
 BV0163.The dynamic height is computed by dividing the NAVD 88
 BV0163.geopotential number by the normal gravity value computed on the
 BV0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0163.degrees latitude (g = 980.6199 gals.).
 BV0163
 BV0163.The modeled gravity was interpolated from observed gravity values.
 BV0163
 BV0163;                    North         East    Units  Estimated Accuracy
 BV0163;SPC AL W     -   140,420.      519,840.      MT  (+/- 180 meters Scaled)
 BV0163
 BV0163                          SUPERSEDED SURVEY CONTROL
 BV0163
 BV0163.No superseded survey control is available for this station.
 BV0163
 BV0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV722596(NAD 83)
 BV0163_MARKER: B = BOLT
 BV0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0163+STABILITY: SURFACE MOTION
 BV0163
 BV0163  HISTORY     - Date     Condition        Report By
 BV0163  HISTORY     - UNK      MONUMENTED       ALHD
 BV0163  HISTORY     - 1940     GOOD             NGS
 BV0163
 BV0163                          STATION DESCRIPTION
 BV0163
 BV0163'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BV0163'IN VINEGAR BEND.
 BV0163'ALONG THE GULF, MOBILE AND OHIO RAILWAY, 286 FEET SOUTHEAST OF THE
 BV0163'SOUTHEAST CORNER OF THE STATION, 101 FEET SOUTH OF THE CENTER OF AN
 BV0163'EAST AND WEST CROSS ROAD, 84 FEET SOUTH OF TELEGRAPH POLE NUMBER 3153,
 BV0163'47.0 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0697 ***********************************************************************
 EF0697  DESIGNATION -  45
 EF0697  PID         -  EF0697
 EF0697  STATE/COUNTY-  AL/MADISON
 EF0697  USGS QUAD   -  TRIANA (1982)
 EF0697
 EF0697                         *CURRENT SURVEY CONTROL
 EF0697  ___________________________________________________________________
 EF0697* NAD 83(1986)-  34 34 06.     (N)    086 40 20.     (W)     SCALED    
 EF0697* NAVD 88     -       173.109  (meters)     567.94   (feet)  ADJUSTED  
 EF0697  ___________________________________________________________________
 EF0697  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 EF0697  DYNAMIC HT  -         172.934 (meters)     567.37  (feet)  COMP
 EF0697  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 EF0697
 EF0697  VERT ORDER  -  FIRST     CLASS II
 EF0697
 EF0697.The horizontal coordinates were scaled from a topographic map and have
 EF0697.an estimated accuracy of +/- 6 seconds.
 EF0697
 EF0697.The orthometric height was determined by differential leveling
 EF0697.and adjusted by the National Geodetic Survey in June 1991..
 EF0697
 EF0697.The geoid height was determined by GEOID03.
 EF0697
 EF0697.The dynamic height is computed by dividing the NAVD 88
 EF0697.geopotential number by the normal gravity value computed on the
 EF0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0697.degrees latitude (g = 980.6199 gals.).
 EF0697
 EF0697.The modeled gravity was interpolated from observed gravity values.
 EF0697
 EF0697;                    North         East    Units  Estimated Accuracy
 EF0697;SPC AL E     -   451,470.      123,020.      MT  (+/- 180 meters Scaled)
 EF0697
 EF0697                          SUPERSEDED SURVEY CONTROL
 EF0697
 EF0697  NGVD 29 (??/??/92)  173.074  (m)          567.83   (f) ADJ UNCH    1 2
 EF0697
 EF0697.Superseded values are not recommended for survey control.
 EF0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0697.See file dsdata.txt to determine how the superseded data were derived.
 EF0697
 EF0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED300252(NAD 83)
 EF0697_MARKER: DD = SURVEY DISK
 EF0697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0697_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0697+STABILITY: SURFACE MOTION
 EF0697
 EF0697  HISTORY     - Date     Condition        Report By
 EF0697  HISTORY     - UNK      MONUMENTED       USE
 EF0697  HISTORY     - 1933     GOOD             NGS
 EF0697  HISTORY     - 1948     MARK NOT FOUND   TVA
 EF0697
 EF0697                          STATION DESCRIPTION
 EF0697
 EF0697'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0697'20.25 MI SE FROM DECATUR.
 EF0697'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER, AT MILE 138 3/4,
 EF0697'OPPOSITE LOWER END OF LEWIS BLUFF ON CREST OF BANK AT UPPER END OF
 EF0697'FERRY LANDING APPROX 6 FT. N. OF BLAZED 24 IN. WALNUT TREE.
 EF0697
 EF0697                          STATION RECOVERY (1948)
 EF0697
 EF0697'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1948
 EF0697'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1722 ***********************************************************************
 EF1722  DESIGNATION -  45 1
 EF1722  PID         -  EF1722
 EF1722  STATE/COUNTY-  AL/MADISON
 EF1722  USGS QUAD   -  MASON RIDGE (1973)
 EF1722
 EF1722                         *CURRENT SURVEY CONTROL
 EF1722  ___________________________________________________________________
 EF1722* NAD 83(1992)-  34 35 50.45485(N)    086 47 12.51301(W)     ADJUSTED  
 EF1722* NAVD 88     -       183.3    (meters)     601.     (feet)  VERTCON   
 EF1722  ___________________________________________________________________
 EF1722  X           -     294,608.608 (meters)                     COMP
 EF1722  Y           -  -5,247,783.599 (meters)                     COMP
 EF1722  Z           -   3,601,274.591 (meters)                     COMP
 EF1722  LAPLACE CORR-          -5.89  (seconds)                    DEFLEC99
 EF1722  ELLIP HEIGHT-         155.03  (meters)          (07/29/02) GPS OBS
 EF1722  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 EF1722
 EF1722  HORZ ORDER  -  FIRST
 EF1722  ELLP ORDER  -  FOURTH    CLASS I
 EF1722
 EF1722.The horizontal coordinates were established by GPS observations
 EF1722.and adjusted by the National Geodetic Survey in December 1992..
 EF1722
 EF1722.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1722
 EF1722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1722
 EF1722.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1722
 EF1722.The ellipsoidal height was determined by GPS observations
 EF1722.and is referenced to NAD 83.
 EF1722
 EF1722.The geoid height was determined by GEOID03.
 EF1722
 EF1722;                    North         East     Units Scale Factor Converg.
 EF1722;SPC AL E     -   454,777.338   112,536.765   MT  1.00005425   -0 32 29.1
 EF1722;UTM  16      - 3,828,412.684   519,548.848   MT  0.99960471   +0 07 15.8
 EF1722
 EF1722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1722!SPC AL E     -   0.99997566  x   1.00005425  =   1.00002991
 EF1722!UTM  16      -   0.99997566  x   0.99960471  =   0.99958038
 EF1722
 EF1722:                Primary Azimuth Mark                     Grid Az
 EF1722:SPC AL E     -  45 2                                     091 22 05.2
 EF1722:UTM  16      -  45 2                                     090 42 20.3
 EF1722
 EF1722|---------------------------------------------------------------------|
 EF1722| PID    Reference Object                     Distance      Geod. Az  |
 EF1722|                                                           dddmmss.s |
 EF1722| EF1730 45 2                                448.272 METERS 0904936.1 |
 EF1722|---------------------------------------------------------------------|
 EF1722
 EF1722                          SUPERSEDED SURVEY CONTROL
 EF1722
 EF1722  ELLIP H (12/04/92)  155.10   (m)                       GP(       ) 4 1
 EF1722  NAD 83(1992)-  34 35 50.46005(N)    086 47 12.50838(W) AD(       ) 1
 EF1722  NGVD 29 (12/04/92)  183.3    (m)          601.     (f) GPS OBS        
 EF1722
 EF1722.Superseded values are not recommended for survey control.
 EF1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1722.See file dsdata.txt to determine how the superseded data were derived.
 EF1722
 EF1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1954928413(NAD 83)
 EF1722_MARKER: DD = SURVEY DISK
 EF1722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1722_SP_SET: CONCRETE POST
 EF1722_STAMPING: 45-1 1990
 EF1722_MARK LOGO: ALHD  
 EF1722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1722+STABILITY: SURFACE MOTION
 EF1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1722+SATELLITE: SATELLITE OBSERVATIONS - January 24, 1992
 EF1722
 EF1722  HISTORY     - Date     Condition        Report By
 EF1722  HISTORY     - 1990     MONUMENTED       ALHD
 EF1722  HISTORY     - 19910725 GOOD             ALHD
 EF1722  HISTORY     - 19920124 GOOD
 EF1722
 EF1722                          STATION DESCRIPTION
 EF1722
 EF1722'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1722'THE STATION IS LOCATED IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1722'SWANCOTT ROAD, ABOUT 11.10 KM (6.90 MI) SOUTH - SOUTHWEST OF MADISON
 EF1722'AND ABOUT 23.58 KM (14.65 MI) SOUTHWEST OF HUNTSVILLE.
 EF1722'TO REACH THE STATION FROM THE JNUCTION OF ALA 20 AND COUNTY LINE ROAD
 EF1722'AT A TRAFFIC LIGHT, MILE POST 81.20 ON ALA 20, IN MADISON, DIVE SOUTH
 EF1722'ON COUNTY LINE ROAD 7.32 KM (4.55 MI) TO A PAVED CROSS ROAD WITH
 EF1722'SWANCOTT ROAD LEFT AND RIGHT, TURN LEFT ON SWANCOTT ROAD AND DRIVE
 EF1722'EAST 0.24 KM (0.15 MI) TO THE STATION ON THE LEFT.
 EF1722'THE STATION IS LOCATED ON TOP OF A HILL, 6.40 M (21.00 FT) NORTHWEST
 EF1722'OF A BLACK MAIL BOX ON AN OLD WOOD POST, 9.51 M (31.20 FT) NORTH OF
 EF1722'THE CENTERLINE OF SWANCOTT ROAD, 12.19 M (39.99 FT) EAST - NORTHEAST
 EF1722'OF A STOP SIGN AHEAD SIGN, 23.87 M (78.31 FT) NORTHWEST OF A
 EF1722'TELEPHONE CABLE PEDESTAL AND WARNING SIGN ACROSS SWANCOTT ROAD, 0.58
 EF1722'M (1.90 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1722'GROUND.
 EF1722'STATION 45 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1722
 EF1722                          STATION RECOVERY (1991)
 EF1722
 EF1722'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1722'THE STATION IS LOCATED ON THE WESTERN EDGE OF MADISON COUNTY ON THE
 EF1722'NORTH RIGHT OF WAY OF SWANCOTT ROAD, ABOUT 11.10 KM (6.90 MI)
 EF1722'SOUTH-SOUTHWEST OF MADISON AND ABOUT 23.58 KM (14.65 MI) SOUTHWEST OF
 EF1722'HUNTSVILLE.
 EF1722'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE JNUCTION OF ALA 20
 EF1722'AND COUNTY LINE ROAD, MILE POST 81.20 ON ALA 20, ON THE WEST SIDE OF
 EF1722'MADISON, DRIVE SOUTH ON COUNTY LINE ROAD FOR 7.32 KM (4.55 MI) TO A
 EF1722'PAVED CROSS ROAD WITH SWANCOTT ROAD LEFT AND RIGHT, TURN LEFT ON
 EF1722'SWANCOTT ROAD AND DRIVE EAST FOR 0.24 KM (0.15 MI) TO THE STATION ON
 EF1722'THE LEFT.
 EF1722'THE STATION IS LOCATED ON TOP OF A HILL, 6.40 M (21.00 FT) NORTHWEST
 EF1722'OF A BLACK MAIL BOX ON AN OLD WOOD POST, 9.51 M (31.20 FT) NORTH OF
 EF1722'THE CENTERLINE OF SWANCOTT ROAD, 12.19 M (39.99 FT) EAST-NORTHEAST OF
 EF1722'A STOP SIGN AHEAD SIGN, 23.87 M (78.31 FT) NORTHWEST OF A TELEPHONE
 EF1722'CABLE PEDESTAL AND WARNING SIGN ACROSS SWANCOTT ROAD, 0.58 M
 EF1722'(1.90 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1722'GROUND.
 EF1722'STATION 45-2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1722
 EF1722                          STATION RECOVERY (1992)
 EF1722
 EF1722'RECOVERED 1992
 EF1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1724 ***********************************************************************
 EF1724  DESIGNATION -  45 11
 EF1724  PID         -  EF1724
 EF1724  STATE/COUNTY-  AL/MADISON
 EF1724  USGS QUAD   -  MAYSVILLE (1982)
 EF1724
 EF1724                         *CURRENT SURVEY CONTROL
 EF1724  ___________________________________________________________________
 EF1724* NAD 83(1992)-  34 51 34.02973(N)    086 27 27.75355(W)     ADJUSTED  
 EF1724* NAVD 88     -       236.4    (meters)     776.     (feet)  VERTCON   
 EF1724  ___________________________________________________________________
 EF1724  X           -     323,725.395 (meters)                     COMP
 EF1724  Y           -  -5,229,514.584 (meters)                     COMP
 EF1724  Z           -   3,625,202.236 (meters)                     COMP
 EF1724  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 EF1724  ELLIP HEIGHT-         207.64  (meters)          (07/29/02) GPS OBS
 EF1724  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 EF1724
 EF1724  HORZ ORDER  -  FIRST
 EF1724  ELLP ORDER  -  FOURTH    CLASS I
 EF1724
 EF1724.The horizontal coordinates were established by GPS observations
 EF1724.and adjusted by the National Geodetic Survey in December 1992..
 EF1724
 EF1724.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1724
 EF1724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1724
 EF1724.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1724
 EF1724.The ellipsoidal height was determined by GPS observations
 EF1724.and is referenced to NAD 83.
 EF1724
 EF1724.The geoid height was determined by GEOID03.
 EF1724
 EF1724;                    North         East     Units Scale Factor Converg.
 EF1724;SPC AL E     -   483,617.423   142,906.459   MT  1.00000016   -0 21 24.8
 EF1724;UTM  16      - 3,857,591.166   549,569.645   MT  0.99963028   +0 18 35.9
 EF1724
 EF1724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1724!SPC AL E     -   0.99996741  x   1.00000016  =   0.99996757
 EF1724!UTM  16      -   0.99996741  x   0.99963028  =   0.99959770
 EF1724
 EF1724                          SUPERSEDED SURVEY CONTROL
 EF1724
 EF1724  ELLIP H (12/04/92)  207.70   (m)                       GP(       ) 4 1
 EF1724  NAD 83(1992)-  34 51 34.03579(N)    086 27 27.75121(W) AD(       ) 1
 EF1724  NGVD 29 (12/04/92)  236.4    (m)          776.     (f) GPS OBS        
 EF1724
 EF1724.Superseded values are not recommended for survey control.
 EF1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1724.See file dsdata.txt to determine how the superseded data were derived.
 EF1724
 EF1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4957057591(NAD 83)
 EF1724_MARKER: DD = SURVEY DISK
 EF1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1724_SP_SET: CONCRETE POST
 EF1724_STAMPING: 45 - 11 1990
 EF1724_MARK LOGO: ALHD  
 EF1724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1724+STABILITY: SURFACE MOTION
 EF1724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1724+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1991
 EF1724
 EF1724  HISTORY     - Date     Condition        Report By
 EF1724  HISTORY     - 1990     MONUMENTED       ALHD
 EF1724  HISTORY     - 19910131 GOOD
 EF1724
 EF1724                          STATION DESCRIPTION
 EF1724
 EF1724'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1724'THE STATION IS LOCATED IN MADISON COUNTY ON THE WEST RIGHT OF WAY OF
 EF1724'WINCHESTER ROAD, ABOUT 6.36 KM (3.95 MI) SOUTH - SOUTHWEST OF NEW
 EF1724'MARKET AND ABOUT 18.19 KM (11.30 MI) NORTHEAST OF HUNTSVILLE.
 EF1724'TO REACH THE STATION FROM THE JUNCTION OF MEMORIAL PARKWAY (U. S. 231
 EF1724'AND U. S. 431) AND WINCHESTER ROAD, MILE POST 346.95 ON U. S. 431, IN
 EF1724'NORTH HUNTSVILLE, DRIVE EAST AND NORTHEAST ON WINCHESTER ROAD 14.72
 EF1724'KM (9.15 MI) TO THE STATION ON THE LEFT.
 EF1724'THE STATION IS 13.11 M (43.01 FT) WEST OF THE CENTERLINE OF WINCHESTER
 EF1724'ROAD, 29.29 M (96.10 FT) SOUTH OF A POWER POLE, 0.85 M (2.79 FT) EAST
 EF1724'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1724'STATION 45 - 12 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1724
 EF1724                          STATION RECOVERY (1991)
 EF1724
 EF1724'RECOVERED 1991
 EF1724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1725 ***********************************************************************
 EF1725  DESIGNATION -  45 12
 EF1725  PID         -  EF1725
 EF1725  STATE/COUNTY-  AL/MADISON
 EF1725  USGS QUAD   -  MAYSVILLE (1982)
 EF1725
 EF1725                         *CURRENT SURVEY CONTROL
 EF1725  ___________________________________________________________________
 EF1725* NAD 83(1992)-  34 51 57.57607(N)    086 27 19.83951(W)     ADJUSTED  
 EF1725* NAVD 88     -       239.7    (meters)     786.     (feet)  VERTCON   
 EF1725  ___________________________________________________________________
 EF1725  X           -     323,900.564 (meters)                     COMP
 EF1725  Y           -  -5,229,090.835 (meters)                     COMP
 EF1725  Z           -   3,625,799.492 (meters)                     COMP
 EF1725  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 EF1725  ELLIP HEIGHT-         210.89  (meters)          (07/29/02) GPS OBS
 EF1725  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 EF1725
 EF1725  HORZ ORDER  -  FIRST
 EF1725  ELLP ORDER  -  FOURTH    CLASS I
 EF1725
 EF1725.The horizontal coordinates were established by GPS observations
 EF1725.and adjusted by the National Geodetic Survey in December 1992..
 EF1725
 EF1725.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1725
 EF1725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1725
 EF1725.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1725
 EF1725.The ellipsoidal height was determined by GPS observations
 EF1725.and is referenced to NAD 83.
 EF1725
 EF1725.The geoid height was determined by GEOID03.
 EF1725
 EF1725;                    North         East     Units Scale Factor Converg.
 EF1725;SPC AL E     -   484,341.766   143,111.985   MT  0.99999987   -0 21 20.5
 EF1725;UTM  16      - 3,858,317.583   549,766.653   MT  0.99963052   +0 18 40.6
 EF1725
 EF1725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1725!SPC AL E     -   0.99996690  x   0.99999987  =   0.99996677
 EF1725!UTM  16      -   0.99996690  x   0.99963052  =   0.99959743
 EF1725
 EF1725                          SUPERSEDED SURVEY CONTROL
 EF1725
 EF1725  ELLIP H (12/04/92)  210.95   (m)                       GP(       ) 4 1
 EF1725  NAD 83(1992)-  34 51 57.58213(N)    086 27 19.83718(W) AD(       ) 1
 EF1725  NGVD 29 (12/04/92)  239.6    (m)          786.     (f) GPS OBS        
 EF1725
 EF1725.Superseded values are not recommended for survey control.
 EF1725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1725.See file dsdata.txt to determine how the superseded data were derived.
 EF1725
 EF1725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4976758318(NAD 83)
 EF1725_MARKER: DD = SURVEY DISK
 EF1725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1725_SP_SET: CONCRETE POST
 EF1725_STAMPING: 45 - 12 1990
 EF1725_MARK LOGO: ALHD  
 EF1725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1725+STABILITY: SURFACE MOTION
 EF1725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1725+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 EF1725
 EF1725  HISTORY     - Date     Condition        Report By
 EF1725  HISTORY     - 1990     MONUMENTED       ALHD
 EF1725  HISTORY     - 19910205 GOOD
 EF1725
 EF1725                          STATION DESCRIPTION
 EF1725
 EF1725'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1725'THE STATION IS LOCATED IN MADISON COUNTY ON THE EAST RIGHT OF WAY OF
 EF1725'WINCHESTER ROAD, ABOUT 5.47 KM (3.40 MI) SOUTH - SOUTHWEST OF NEW
 EF1725'MARKET AND ABOUT 18.99 KM (11.80 MI) NORTHEAST OF HUNTSVILLE.
 EF1725'TO REACH THE STATION FROM THE JUNCTION OF MEMORIAL PARKWAY (U. S. 231
 EF1725'AND U. S. 431) AND WINCHESTER ROAD, MILE POST 346.95 ON U. S. 431, IN
 EF1725'NORTH HUNTSVILLE, DRIVE EAST AND NORTHEAST ON WINCHESTER ROAD 15.53
 EF1725'KM (9.65 MI) TO THE STATION ON THE RIGHT.
 EF1725'THE STATION IS LOCATED SOUTHEAST AND ACROSS WINCHESTER ROAD FROM HOUSE
 EF1725'NUMBER 4025 WINCHESTER ROAD, 13.05 M (42.81 FT) EAST OF THE
 EF1725'CENTERLINE OF WINCHESTER ROAD, 19.20 M (62.99 FT) EAST OF A 55 SPEED
 EF1725'LIMIT SIGN ACROSS WINCHESTER ROAD, 34.66 M (113.71 FT) SOUTHEAST OF A
 EF1725'TRANSFORMER POWER POLE ACROSS WINCHESTER ROAD, 47.52 M (155.91 FT)
 EF1725'SOUTH OF TELEPHONE CABLE PEDESTAL NO. G 57 LP5, 0.73 M (2.40 FT) WEST
 EF1725'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1725'STATION 45 - 11 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1725'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EF1725'MR. JIM BLANKENSHIP
 EF1725'4025 WINCHESTER ROAD
 EF1725'NEW MARKET, ALABAMA 35761
 EF1725'PHONE 205 - 379 - 3824.
 EF1725
 EF1725                          STATION RECOVERY (1991)
 EF1725
 EF1725'RECOVERED 1991
 EF1725'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1726 ***********************************************************************
 EF1726  DESIGNATION -  45 13
 EF1726  PID         -  EF1726
 EF1726  STATE/COUNTY-  AL/MADISON
 EF1726  USGS QUAD   -  FARLEY (1982)
 EF1726
 EF1726                         *CURRENT SURVEY CONTROL
 EF1726  ___________________________________________________________________
 EF1726* NAD 83(1992)-  34 32 07.98702(N)    086 31 19.75889(W)     ADJUSTED  
 EF1726* NAVD 88     -       404.1    (meters)    1326.     (feet)  VERTCON   
 EF1726  ___________________________________________________________________
 EF1726  X           -     319,092.274 (meters)                     COMP
 EF1726  Y           -  -5,250,430.198 (meters)                     COMP
 EF1726  Z           -   3,595,754.189 (meters)                     COMP
 EF1726  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 EF1726  ELLIP HEIGHT-         375.22  (meters)          (07/29/02) GPS OBS
 EF1726  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EF1726
 EF1726  HORZ ORDER  -  FIRST
 EF1726  ELLP ORDER  -  FOURTH    CLASS I
 EF1726
 EF1726.The horizontal coordinates were established by GPS observations
 EF1726.and adjusted by the National Geodetic Survey in December 1992..
 EF1726
 EF1726.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1726
 EF1726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1726
 EF1726.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1726
 EF1726.The ellipsoidal height was determined by GPS observations
 EF1726.and is referenced to NAD 83.
 EF1726
 EF1726.The geoid height was determined by GEOID03.
 EF1726
 EF1726;                    North         East     Units Scale Factor Converg.
 EF1726;SPC AL E     -   447,724.595   136,767.456   MT  1.00000926   -0 23 25.9
 EF1726;UTM  16      - 3,821,643.174   543,849.251   MT  0.99962370   +0 16 15.3
 EF1726
 EF1726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1726!SPC AL E     -   0.99994110  x   1.00000926  =   0.99995036
 EF1726!UTM  16      -   0.99994110  x   0.99962370  =   0.99956483
 EF1726
 EF1726:                Primary Azimuth Mark                     Grid Az
 EF1726:SPC AL E     -  45 14                                    344 50 51.8
 EF1726:UTM  16      -  45 14                                    344 11 10.6
 EF1726
 EF1726|---------------------------------------------------------------------|
 EF1726| PID    Reference Object                     Distance      Geod. Az  |
 EF1726|                                                           dddmmss.s |
 EF1726| EF1727 45 14                               448.038 METERS 3442725.9 |
 EF1726|---------------------------------------------------------------------|
 EF1726
 EF1726                          SUPERSEDED SURVEY CONTROL
 EF1726
 EF1726  ELLIP H (12/04/92)  375.28   (m)                       GP(       ) 4 1
 EF1726  NAD 83(1992)-  34 32 07.99261(N)    086 31 19.74279(W) AD(       ) 1
 EF1726  NGVD 29 (12/04/92)  404.1    (m)         1326.     (f) GPS OBS        
 EF1726
 EF1726.Superseded values are not recommended for survey control.
 EF1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1726.See file dsdata.txt to determine how the superseded data were derived.
 EF1726
 EF1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4384921643(NAD 83)
 EF1726_MARKER: DD = SURVEY DISK
 EF1726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1726_SP_SET: CONCRETE POST
 EF1726_STAMPING: 45 - 13 1990
 EF1726_MARK LOGO: ALHD  
 EF1726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1726+STABILITY: SURFACE MOTION
 EF1726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1726+SATELLITE: SATELLITE OBSERVATIONS - October 03, 2000
 EF1726
 EF1726  HISTORY     - Date     Condition        Report By
 EF1726  HISTORY     - 1990     MONUMENTED       ALHD
 EF1726  HISTORY     - 19910207 GOOD
 EF1726  HISTORY     - 20001003 GOOD             NASA
 EF1726
 EF1726                          STATION DESCRIPTION
 EF1726
 EF1726'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1726'THE STATION IS LOCATED IN MADISON ON A TVA POWER LINE RIGHT OF WAY,
 EF1726'ABOUT 11.67 KM (7.25 MI) EAST OF NEW HOPE AND ABOUT 22.53 KM
 EF1726'(14.00 MI) SOUTH - SOUTHEAST OF HUNTSVILLE.
 EF1726'TO REACH THE STATION FROM THE JUNCTION OF MEMORIAL PARKWAY SOUTH (U.
 EF1726'S. 231) AND HOBBS ISLAND ROAD, MILE POST 308.35 ON U. S. 231, DRIVE
 EF1726'EASTERLY ON HOBBS ISLAND ROAD 11.02 KM (6.85 MI) TO A GRAVEL FARM
 EF1726'ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 EF1726'NORTHWESTERLY 0.24 KM (0.15 MI) TO A JUNCTION OF THREE FARM ROADS,
 EF1726'BEAR LEFT AND DRIVE NORTHWESTERLY 0.32 KM (0.20 MI) TO AN OPEN STEEL
 EF1726'GATE, PASS THROUGH THE GATE AND CONTINUE 0.48 KM (0.30 MI) TO A POND
 EF1726'ON THE LEFT, CONTINUE 0.16 KM (0.10 MI) TO A STREAM BED AT THE BOTTOM
 EF1726'OF THE MOUNTAIN, CONTINUE NORTHWESTERLY UP THE MOUNTAIN 1.45 KM
 EF1726'(0.90 MI) TO THE TOP OF THE MOUNTAIN AND A POWER LINE CLEARING
 EF1726'BETWEEN BENTS 111 AND 112 ( BENT 112 IS AN THREE POLE ANGLE BENT),
 EF1726'TURN RIGHT ALONG THE ROAD UNDER THE POWER LINE AND DRIVE NORTHWEST
 EF1726'0.48 KM (0.30 MI) TO THE STATION ON THE LEFT BETWEEN BENTS 114 AND
 EF1726'115.
 EF1726'THE STATION IS 3.44 M (11.29 FT) WEST - SOUTHWEST OF THE CENTER OF THE
 EF1726'WOODS ROAD UNDER THE POWER LINE, 40.17 M (131.79 FT) SOUTH -
 EF1726'SOUTHEAST OF THE WEST POLE OF POWER LINE BENT NO. 115, 0.79 M
 EF1726'(2.59 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1726'GROUND.
 EF1726'STATION 45 - 14 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1726
 EF1726                          STATION RECOVERY (1991)
 EF1726
 EF1726'RECOVERED 1991
 EF1726'RECOVERED IN GOOD CONDITION.
 EF1726
 EF1726                          STATION RECOVERY (2000)
 EF1726
 EF1726'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (BQK)
 EF1726'WITNESS POLE CUT OFF BY MOWER.  DROVE 4 FOOT ALUMINUM PIPE IN GROUND
 EF1726'AND ATTACHED WITNESS POLE TO PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1727 ***********************************************************************
 EF1727  DESIGNATION -  45 14
 EF1727  PID         -  EF1727
 EF1727  STATE/COUNTY-  AL/MADISON
 EF1727  USGS QUAD   -  FARLEY (1982)
 EF1727
 EF1727                         *CURRENT SURVEY CONTROL
 EF1727  ___________________________________________________________________
 EF1727* NAD 83(1992)-  34 32 21.99514(N)    086 31 24.46712(W)     ADJUSTED  
 EF1727* NAVD 88     -       426.0    (meters)    1398.     (feet)  VERTCON   
 EF1727  ___________________________________________________________________
 EF1727  X           -     318,958.683 (meters)                     COMP
 EF1727  Y           -  -5,250,211.248 (meters)                     COMP
 EF1727  Z           -   3,596,122.237 (meters)                     COMP
 EF1727  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 EF1727  ELLIP HEIGHT-         397.18  (meters)          (07/29/02) GPS OBS
 EF1727  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EF1727
 EF1727  HORZ ORDER  -  FIRST
 EF1727  ELLP ORDER  -  FOURTH    CLASS I
 EF1727
 EF1727.The horizontal coordinates were established by GPS observations
 EF1727.and adjusted by the National Geodetic Survey in December 1992..
 EF1727
 EF1727.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1727.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1727
 EF1727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1727
 EF1727.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1727
 EF1727.The ellipsoidal height was determined by GPS observations
 EF1727.and is referenced to NAD 83.
 EF1727
 EF1727.The geoid height was determined by GEOID03.
 EF1727
 EF1727;                    North         East     Units Scale Factor Converg.
 EF1727;SPC AL E     -   448,157.061   136,650.345   MT  1.00000945   -0 23 28.7
 EF1727;UTM  16      - 3,822,074.093   543,727.202   MT  0.99962357   +0 16 12.7
 EF1727
 EF1727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1727!SPC AL E     -   0.99993766  x   1.00000945  =   0.99994711
 EF1727!UTM  16      -   0.99993766  x   0.99962357  =   0.99956125
 EF1727
 EF1727:                Primary Azimuth Mark                     Grid Az
 EF1727:SPC AL E     -  45 13                                    164 50 51.9
 EF1727:UTM  16      -  45 13                                    164 11 10.5
 EF1727
 EF1727|---------------------------------------------------------------------|
 EF1727| PID    Reference Object                     Distance      Geod. Az  |
 EF1727|                                                           dddmmss.s |
 EF1727| EF1726 45 13                               448.038 METERS 1642723.2 |
 EF1727|---------------------------------------------------------------------|
 EF1727
 EF1727                          SUPERSEDED SURVEY CONTROL
 EF1727
 EF1727  ELLIP H (12/04/92)  397.25   (m)                       GP(       ) 4 1
 EF1727  NAD 83(1992)-  34 32 22.00071(N)    086 31 24.45095(W) AD(       ) 1
 EF1727  NGVD 29 (12/04/92)  426.0    (m)         1398.     (f) GPS OBS        
 EF1727
 EF1727.Superseded values are not recommended for survey control.
 EF1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1727.See file dsdata.txt to determine how the superseded data were derived.
 EF1727
 EF1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4372722074(NAD 83)
 EF1727_MARKER: DD = SURVEY DISK
 EF1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1727_SP_SET: CONCRETE POST
 EF1727_STAMPING: 45 - 14 1990
 EF1727_MARK LOGO: ALHD  
 EF1727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1727+STABILITY: SURFACE MOTION
 EF1727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1727+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 EF1727
 EF1727  HISTORY     - Date     Condition        Report By
 EF1727  HISTORY     - 1990     MONUMENTED       ALHD
 EF1727  HISTORY     - 19910201 GOOD
 EF1727
 EF1727                          STATION DESCRIPTION
 EF1727
 EF1727'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1727'THE STATION IS LOCATED IN MADISON ON A TVA POWER LINE RIGHT OF WAY,
 EF1727'ABOUT 11.75 KM (7.30 MI) EAST OF NEW HOPE AND ABOUT 22.05 KM
 EF1727'(13.70 MI) SOUTH - SOUTHEAST OF HUNTSVILLE.
 EF1727'TO REACH THE STATION FROM THE JUNCTION OF MEMORIAL PARKWAY SOUTH (U.
 EF1727'S. 231) AND HOBBS ISLAND ROAD, MILE POST 308.35 ON U. S. 231, DRIVE
 EF1727'EASTERLY ON HOBBS ISLAND ROAD 11.02 KM (6.85 MI) TO A GRAVEL FARM
 EF1727'ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 EF1727'NORTHWESTERLY 0.24 KM (0.15 MI) TO A JUNCTION OF THREE FARM ROADS,
 EF1727'BEAR LEFT AND DRIVE NORTHWESTERLY 0.32 KM (0.20 MI) TO AN OPEN STEEL
 EF1727'GATE, PASS THROUGH THE GATE AND CONTINUE 0.48 KM (0.30 MI) TO A POND
 EF1727'ON THE LEFT, CONTINUE 0.16 KM (0.10 MI) TO A STREAM BED AT THE BOTTOM
 EF1727'OF THE MOUNTAIN, CONTINUE NORTHWESTERLY UP THE MOUNTAIN 1.45 KM
 EF1727'(0.90 MI) TO THE TOP OF THE MOUNTAIN AND A POWER LINE CLEARING
 EF1727'BETWEEN BENTS 111 AND 112 ( BENT 112 IS AN THREE POLE ANGLE BENT),
 EF1727'TURN RIGHT ALONG THE ROAD UNDER THE POWER LINE AND DRIVE NORTHWEST
 EF1727'0.97 KM (0.60 MI) TO THE STATION ON THE LEFT BETWEEN BENTS 117 AND
 EF1727'118.
 EF1727'THE STATION IS 4.57 M (14.99 FT) WEST - SOUTHWEST OF THE CENTER OF THE
 EF1727'WOODS ROAD UNDER THE POWER LINE, 31.24 M (102.49 FT) NORTH -
 EF1727'NORTHWEST OF THE WEST POLE OF POWER LINE BENT NO. 117, 0.85 M
 EF1727'(2.79 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1727'GROUND.
 EF1727'STATION 45 - 13 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1727
 EF1727                          STATION RECOVERY (1991)
 EF1727
 EF1727'RECOVERED 1991
 EF1727'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1728 ***********************************************************************
 EF1728  DESIGNATION -  45 15
 EF1728  PID         -  EF1728
 EF1728  STATE/COUNTY-  AL/MADISON
 EF1728  USGS QUAD   -  HUNTSVILLE (1991)
 EF1728
 EF1728                         *CURRENT SURVEY CONTROL
 EF1728  ___________________________________________________________________
 EF1728* NAD 83(1992)-  34 44 56.53672(N)    086 34 52.53806(W)     ADJUSTED  
 EF1728* NAVD 88     -       204.93   (meters)     672.3    (feet)  N HEIGHT  
 EF1728  ___________________________________________________________________
 EF1728  X           -     312,863.246 (meters)                     COMP
 EF1728  Y           -  -5,237,153.989 (meters)                     COMP
 EF1728  Z           -   3,615,126.209 (meters)                     COMP
 EF1728  LAPLACE CORR-          -2.49  (seconds)                    DEFLEC99
 EF1728  ELLIP HEIGHT-         176.24  (meters)          (08/29/05) GPS OBS
 EF1728  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EF1728  DYNAMIC HT  -         204.72  (meters)     671.7   (feet)  COMP
 EF1728  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 EF1728
 EF1728  HORZ ORDER  -  A
 EF1728  VERT ORDER  -  THIRD
 EF1728  ELLP ORDER  -  FOURTH    CLASS I
 EF1728
 EF1728.The horizontal coordinates were established by GPS observations
 EF1728.and adjusted by the National Geodetic Survey in August 2005..
 EF1728
 EF1728.The orthometric height was determined by differential leveling
 EF1728.and adjusted by the National Geodetic Survey in September 1998..
 EF1728.The height was determined by precise leveling from only one NSRS
 EF1728.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EF1728.allowed ONLY to validate the GPS-derived height.
 EF1728
 EF1728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1728
 EF1728.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1728
 EF1728.The ellipsoidal height was determined by GPS observations
 EF1728.and is referenced to NAD 83.
 EF1728
 EF1728.The geoid height was determined by GEOID03.
 EF1728
 EF1728.The dynamic height is computed by dividing the NAVD 88
 EF1728.geopotential number by the normal gravity value computed on the
 EF1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1728.degrees latitude (g = 980.6199 gals.).
 EF1728
 EF1728.The modeled gravity was interpolated from observed gravity values.
 EF1728
 EF1728;                    North         East     Units Scale Factor Converg.
 EF1728;SPC AL E     -   471,445.805   131,517.339   MT  1.00001778   -0 25 34.8
 EF1728;UTM  16      - 3,845,292.736   538,327.083   MT  0.99961810   +0 14 19.2
 EF1728
 EF1728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1728!SPC AL E     -   0.99997234  x   1.00001778  =   0.99999012
 EF1728!UTM  16      -   0.99997234  x   0.99961810  =   0.99959045
 EF1728
 EF1728                          SUPERSEDED SURVEY CONTROL
 EF1728
 EF1728  ELLIP H (07/29/02)  176.17   (m)                       GP(       ) 4 1
 EF1728  NAD 83(1992)-  34 44 56.53674(N)    086 34 52.53934(W) AD(       ) 1
 EF1728  NAD 83(1992)-  34 44 56.54163(N)    086 34 52.53463(W) AD(       ) 1
 EF1728  NGVD 29 (??/??/??)  204.87   (m)          672.1    (f) N HEIGHT    3  
 EF1728
 EF1728.Superseded values are not recommended for survey control.
 EF1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1728.See file dsdata.txt to determine how the superseded data were derived.
 EF1728
 EF1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3832745293(NAD 83)
 EF1728_MARKER: DD = SURVEY DISK
 EF1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1728_SP_SET: CONCRETE POST
 EF1728_STAMPING: 45 - 15 1990
 EF1728_MARK LOGO: ALHD  
 EF1728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1728+STABILITY: SURFACE MOTION
 EF1728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1728+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 EF1728
 EF1728  HISTORY     - Date     Condition        Report By
 EF1728  HISTORY     - 1990     MONUMENTED       ALHD
 EF1728  HISTORY     - 19910129 GOOD
 EF1728  HISTORY     - 19950601 GOOD             ALHD
 EF1728  HISTORY     - 20040329 GOOD             ALHD
 EF1728  HISTORY     - 20040622 GOOD             LOCSUR
 EF1728
 EF1728                          STATION DESCRIPTION
 EF1728
 EF1728'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1728'THE STATION IS LOCATED IN MADISON COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1728'OAKWOOD AVENUE IN HUNTSVILLE.
 EF1728'TO REACH THE STATION FROM THE JUNCTION OF MEMORIAL PARKWAY NORTH (U.
 EF1728'S. 231 AND U. S. 431) AND OAKWOOD AVENUE, DRIVE EAST ON OAKWOOD
 EF1728'AVENUE 1.69 KM (1.05 MI) TO THE STATION ON THE RIGHT IN A GRASSED
 EF1728'ISLAND BETWEEN OAKWOOD AVENUE AND THE PARKING LOT FOR OAKWOOD VILLAGE
 EF1728'SHOPPING CENTER.
 EF1728'THE STATION IS LOCATED IN A GRASSED ISLAND ON THE WEST SIDE OF THE
 EF1728'SECOND ENTRANCE TO OAKWOOD VILLAGE SHOPPING CENTER EAST OF MERIDIAN
 EF1728'STREET, 3.14 M (10.30 FT) SOUTH OF THE SOUTHEDGE OF A CONCRETE
 EF1728'SIDEWALK, 3.20 M (10.50 FT) NORTH OF THE CONCRETE CURB ON THE NORTH
 EF1728'SIDE OF THE PARKING LOT, 3.32 M (10.89 FT) EAST OF THE CONCRETE CURB
 EF1728'ON THE EAST SIDE OF A PARKING SPACE, 3.51 M (11.52 FT) SOUTH -
 EF1728'SOUTHWEST OF THE CONCRETE CURB AT THE POINT WHERE THE CONCRETE
 EF1728'SIDEWALK ENDS, 4.72 M (15.49 FT) WEST OF THE CONCRETE CURB ON THE
 EF1728'WEST SIDE OF THE SECOND ENTRANCE, 12.04 M (39.50 FT) SOUTH OF THE
 EF1728'CENTER OF OAKWOOD AVENUE, AND SET FLUSH WITH THE GROUND.
 EF1728'TRIANGULATION STATION MONTE SANO 1914 MAY BE USED AS AN AZIMUTH FOR
 EF1728'THIS STATION.
 EF1728
 EF1728                          STATION RECOVERY (1991)
 EF1728
 EF1728'RECOVERED 1991
 EF1728'RECOVERED IN GOOD CONDITION.
 EF1728
 EF1728                          STATION RECOVERY (1995)
 EF1728
 EF1728'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLD)
 EF1728'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 EF1728
 EF1728                          STATION RECOVERY (2004)
 EF1728
 EF1728'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1728'RECOVERED IN GOOD CONDITION.
 EF1728
 EF1728                          STATION RECOVERY (2004)
 EF1728
 EF1728'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (JLM)
 EF1728'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1729 ***********************************************************************
 EF1729  DESIGNATION -  45 16
 EF1729  PID         -  EF1729
 EF1729  STATE/COUNTY-  AL/MADISON
 EF1729  USGS QUAD   -  FISK (1974)
 EF1729
 EF1729                         *CURRENT SURVEY CONTROL
 EF1729  ___________________________________________________________________
 EF1729* NAD 83(1992)-  34 53 15.79672(N)    086 34 10.66656(W)     ADJUSTED  
 EF1729* NAVD 88     -       230.7    (meters)     757.     (feet)  VERTCON   
 EF1729  ___________________________________________________________________
 EF1729  X           -     313,402.003 (meters)                     COMP
 EF1729  Y           -  -5,228,342.511 (meters)                     COMP
 EF1729  Z           -   3,627,772.055 (meters)                     COMP
 EF1729  LAPLACE CORR-          -3.44  (seconds)                    DEFLEC99
 EF1729  ELLIP HEIGHT-         202.14  (meters)          (07/29/02) GPS OBS
 EF1729  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 EF1729
 EF1729  HORZ ORDER  -  FIRST
 EF1729  ELLP ORDER  -  FOURTH    CLASS I
 EF1729
 EF1729.The horizontal coordinates were established by GPS observations
 EF1729.and adjusted by the National Geodetic Survey in December 1992..
 EF1729
 EF1729.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1729.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1729
 EF1729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1729
 EF1729.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1729
 EF1729.The ellipsoidal height was determined by GPS observations
 EF1729.and is referenced to NAD 83.
 EF1729
 EF1729.The geoid height was determined by GEOID03.
 EF1729
 EF1729;                    North         East     Units Scale Factor Converg.
 EF1729;SPC AL E     -   486,822.920   132,695.223   MT  1.00001581   -0 25 16.2
 EF1729;UTM  16      - 3,860,676.378   539,325.709   MT  0.99961906   +0 14 46.2
 EF1729
 EF1729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1729!SPC AL E     -   0.99996827  x   1.00001581  =   0.99998408
 EF1729!UTM  16      -   0.99996827  x   0.99961906  =   0.99958734
 EF1729
 EF1729:                Primary Azimuth Mark                     Grid Az
 EF1729:SPC AL E     -  9081                                     168 10 30.4
 EF1729:UTM  16      -  9081                                     167 30 28.0
 EF1729
 EF1729|---------------------------------------------------------------------|
 EF1729| PID    Reference Object                     Distance      Geod. Az  |
 EF1729|                                                           dddmmss.s |
 EF1729| EF1746 9081                                457.957 METERS 1674514.2 |
 EF1729|---------------------------------------------------------------------|
 EF1729
 EF1729                          SUPERSEDED SURVEY CONTROL
 EF1729
 EF1729  ELLIP H (12/04/92)  202.21   (m)                       GP(       ) 4 1
 EF1729  NAD 83(1992)-  34 53 15.80211(N)    086 34 10.66373(W) AD(       ) 1
 EF1729  NGVD 29 (12/04/92)  230.7    (m)          757.     (f) GPS OBS        
 EF1729
 EF1729.Superseded values are not recommended for survey control.
 EF1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1729.See file dsdata.txt to determine how the superseded data were derived.
 EF1729
 EF1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3932660676(NAD 83)
 EF1729_MARKER: DD = SURVEY DISK
 EF1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1729_SP_SET: CONCRETE POST
 EF1729_STAMPING: 45 - 16 1990
 EF1729_MARK LOGO: ALHD  
 EF1729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1729+STABILITY: SURFACE MOTION
 EF1729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1729+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1991
 EF1729
 EF1729  HISTORY     - Date     Condition        Report By
 EF1729  HISTORY     - 1990     MONUMENTED       ALHD
 EF1729  HISTORY     - 19910131 GOOD
 EF1729
 EF1729                          STATION DESCRIPTION
 EF1729
 EF1729'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1729'THE STATION IS LOCATED IN MADISON COUNTY ON THE WEST RIGHT OF WAY OF
 EF1729'U. S. 231 AND U. S. 431, ABOUT 5.39 KM (3.35 MI) SOUTH OF HAZEL GREEN
 EF1729'AND ABOUT 17.22 KM (10.70 MI) NORTH OF HUNTSVILLE.
 EF1729'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231, U. S. 431, WELLS
 EF1729'ROAD AND MERIDIANVILLE BOTTOM ROAD, MILE POST 350.85 ON U. S. 431, AT
 EF1729'A TRAFFIC LIGHT IN MERIDIANVILLE, DRIVE NORTH ON U. S. 231 AND U. S.
 EF1729'431 4.10 KM (2.55 MI) MILE POST 353.40 AND THE STATION ON THE LEFT.
 EF1729'THE STATION IS 1.46 M (4.79 FT) EAST - NORTHEAST OF AN OLD HOG WIRE
 EF1729'AND BARBED WIRE FENCE IN A HEDGEROW, 13.11 M (43.01 FT) WEST -
 EF1729'SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U. S. 231 AND
 EF1729'U. S. 431, 30.63 M (100.49 FT) NORTH - NORTHWEST OF A LARGE POWER
 EF1729'POLE, 33.99 M (111.52 FT) SOUTH - SOUTHEAST OF A LARGE JUNCTION POWER
 EF1729'POLE, 0.73 M (2.40 FT) EAST OF A CARSONITE WITNESS POST, AND SET
 EF1729'FLUSH WITH THE GROUND.
 EF1729'HUNTSVILLE G. P. S. STATION 9081 MAY BE USED AS AN AZIMUTH FOR THIS
 EF1729'STATION.
 EF1729
 EF1729                          STATION RECOVERY (1991)
 EF1729
 EF1729'RECOVERED 1991
 EF1729'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3072 ***********************************************************************
 AA3072  DESIGNATION -  45 17
 AA3072  PID         -  AA3072
 AA3072  STATE/COUNTY-  AL/MADISON
 AA3072  USGS QUAD   -  NEW HOPE (1973)
 AA3072
 AA3072                         *CURRENT SURVEY CONTROL
 AA3072  ___________________________________________________________________
 AA3072* NAD 83(1992)-  34 30 09.24029(N)    086 25 13.64015(W)     ADJUSTED  
 AA3072* NAVD 88     -       182.8    (meters)     600.     (feet)  VERTCON   
 AA3072  ___________________________________________________________________
 AA3072  X           -     328,529.321 (meters)                     COMP
 AA3072  Y           -  -5,251,743.028 (meters)                     COMP
 AA3072  Z           -   3,592,613.701 (meters)                     COMP
 AA3072  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 AA3072  ELLIP HEIGHT-         153.78  (meters)          (07/29/02) GPS OBS
 AA3072  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA3072
 AA3072  HORZ ORDER  -  FIRST
 AA3072  ELLP ORDER  -  FOURTH    CLASS I
 AA3072
 AA3072.The horizontal coordinates were established by GPS observations
 AA3072.and adjusted by the National Geodetic Survey in March 1995..
 AA3072
 AA3072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3072
 AA3072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3072
 AA3072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3072
 AA3072.The ellipsoidal height was determined by GPS observations
 AA3072.and is referenced to NAD 83.
 AA3072
 AA3072.The geoid height was determined by GEOID03.
 AA3072
 AA3072;                    North         East     Units Scale Factor Converg.
 AA3072;SPC AL E     -   444,006.629   146,082.171   MT  0.99999582   -0 19 57.3
 AA3072;UTM  16      - 3,818,034.284   553,202.754   MT  0.99963489   +0 19 41.8
 AA3072
 AA3072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3072!SPC AL E     -   0.99997586  x   0.99999582  =   0.99997168
 AA3072!UTM  16      -   0.99997586  x   0.99963489  =   0.99961076
 AA3072
 AA3072:                Primary Azimuth Mark                     Grid Az
 AA3072:SPC AL E     -  45 18                                    358 36 47.8
 AA3072:UTM  16      -  45 18                                    357 57 08.7
 AA3072
 AA3072|---------------------------------------------------------------------|
 AA3072| PID    Reference Object                     Distance      Geod. Az  |
 AA3072|                                                           dddmmss.s |
 AA3072| AA3073 45 18                               APPROX. 0.6 KM 3581650.5 |
 AA3072|---------------------------------------------------------------------|
 AA3072
 AA3072                          SUPERSEDED SURVEY CONTROL
 AA3072
 AA3072  ELLIP H (03/30/95)  153.86   (m)                       GP(       ) 4 2
 AA3072  NGVD 29 (03/30/95)  182.8    (m)          600.     (f) GPS OBS        
 AA3072
 AA3072.Superseded values are not recommended for survey control.
 AA3072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3072.See file dsdata.txt to determine how the superseded data were derived.
 AA3072
 AA3072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5320318034(NAD 83)
 AA3072_MARKER: DD = SURVEY DISK
 AA3072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3072_SP_SET: CONCRETE POST
 AA3072_STAMPING: 45-17 1993
 AA3072_MARK LOGO: ALHD  
 AA3072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3072+STABILITY: SURFACE MOTION
 AA3072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3072+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3072
 AA3072  HISTORY     - Date     Condition        Report By
 AA3072  HISTORY     - 1993     MONUMENTED       ALHD
 AA3072
 AA3072                          STATION DESCRIPTION
 AA3072
 AA3072'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3072'THE STATION IS ON THE EAST RIGHT OF WAY OF A PAVED COUNTY ROAD ABOUT
 AA3072'2.90 MI (4.67 KM) SOUTH OF NEW HOPE AND ABOUT 18.45 MI (29.69 KM)
 AA3072'SOUTHEAST OF HUNTSVILLE. TO REACH THE STATION FROM THE JUNCTION OF
 AA3072'U.S. 231 AND U.S. 431 SOUTH (MILEPOST 317.88 ON U.S. 231 AND MILEPOST
 AA3072'341.45 ON U.S. 431) IN HUNTSVILLE, DRIVE EAST AND SOUTHEAST ON U.S.
 AA3072'431 FOR 19.25 MI (30.98 KM) TO MILEPOST 322.20 AND A PAVED COUNTY ROAD
 AA3072'RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST AND SOUTH
 AA3072'FOR 1.95 MI (3.14 KM) TO THE STATION ON THE LEFT. THE STATION IS 26.6
 AA3072'FT (8.1 M) EAST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 32.1 FT
 AA3072'(9.8 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A MOBILE
 AA3072'HOME, 42.1 FT (12.8 M) NORTH-NORTHEAST OF BLACK METAL MAILBOX ON A
 AA3072'BLUE FOUR BY FOUR WOOD POST (585), 96.9 FT (29.5 M) NORTHWEST OF THE
 AA3072'NORTHWEST CORNER OF A WHITE MOBILE HOME, 130.0 FT (39.6 M)
 AA3072'SOUTH-SOUTHEAST OF A POWER POLE ACROSS THE ROAD, 227.8 NORTH OF A
 AA3072'TELEPHONE CABLE PEDESTAL ACROSS THE ROAD (D-5L-26R-9R-12), 1.8 FT (0.5
 AA3072'M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3072'STATION 45-18 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3073 ***********************************************************************
 AA3073  DESIGNATION -  45 18
 AA3073  PID         -  AA3073
 AA3073  STATE/COUNTY-  AL/MADISON
 AA3073  USGS QUAD   -  NEW HOPE (1973)
 AA3073
 AA3073                         *CURRENT SURVEY CONTROL
 AA3073  ___________________________________________________________________
 AA3073* NAD 83(1992)-  34 30 28.26979(N)    086 25 14.33016(W)     ADJUSTED  
 AA3073* NAVD 88     -       178.3    (meters)     585.     (feet)  VERTCON   
 AA3073  ___________________________________________________________________
 AA3073  X           -     328,490.785 (meters)                     COMP
 AA3073  Y           -  -5,251,408.917 (meters)                     COMP
 AA3073  Z           -   3,593,094.402 (meters)                     COMP
 AA3073  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 AA3073  ELLIP HEIGHT-         149.31  (meters)          (07/29/02) GPS OBS
 AA3073  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA3073
 AA3073  HORZ ORDER  -  FIRST
 AA3073  ELLP ORDER  -  FOURTH    CLASS I
 AA3073
 AA3073.The horizontal coordinates were established by GPS observations
 AA3073.and adjusted by the National Geodetic Survey in March 1995..
 AA3073
 AA3073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3073
 AA3073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3073
 AA3073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3073
 AA3073.The ellipsoidal height was determined by GPS observations
 AA3073.and is referenced to NAD 83.
 AA3073
 AA3073.The geoid height was determined by GEOID03.
 AA3073
 AA3073;                    North         East     Units Scale Factor Converg.
 AA3073;SPC AL E     -   444,593.100   146,067.974   MT  0.99999584   -0 19 57.8
 AA3073;UTM  16      - 3,818,620.341   553,181.801   MT  0.99963486   +0 19 41.6
 AA3073
 AA3073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3073!SPC AL E     -   0.99997656  x   0.99999584  =   0.99997240
 AA3073!UTM  16      -   0.99997656  x   0.99963486  =   0.99961143
 AA3073
 AA3073:                Primary Azimuth Mark                     Grid Az
 AA3073:SPC AL E     -  45 17                                    178 36 47.9
 AA3073:UTM  16      -  45 17                                    177 57 08.5
 AA3073
 AA3073|---------------------------------------------------------------------|
 AA3073| PID    Reference Object                     Distance      Geod. Az  |
 AA3073|                                                           dddmmss.s |
 AA3073| AA3072 45 17                               APPROX. 0.6 KM 1781650.1 |
 AA3073|---------------------------------------------------------------------|
 AA3073
 AA3073                          SUPERSEDED SURVEY CONTROL
 AA3073
 AA3073  ELLIP H (03/30/95)  149.39   (m)                       GP(       ) 4 2
 AA3073  NGVD 29 (03/30/95)  178.3    (m)          585.     (f) GPS OBS        
 AA3073
 AA3073.Superseded values are not recommended for survey control.
 AA3073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3073.See file dsdata.txt to determine how the superseded data were derived.
 AA3073
 AA3073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5318218620(NAD 83)
 AA3073_MARKER: DD = SURVEY DISK
 AA3073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3073_SP_SET: CONCRETE POST
 AA3073_STAMPING: 45-18 1993
 AA3073_MARK LOGO: ALHD  
 AA3073_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3073+STABILITY: SURFACE MOTION
 AA3073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3073+SATELLITE: SATELLITE OBSERVATIONS - October 02, 2000
 AA3073
 AA3073  HISTORY     - Date     Condition        Report By
 AA3073  HISTORY     - 1993     MONUMENTED       ALHD
 AA3073  HISTORY     - 20001002 GOOD             NASA
 AA3073
 AA3073                          STATION DESCRIPTION
 AA3073
 AA3073'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3073'THE STATION IS IN MADISON COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA3073'COUNTY ROAD ABOUT 2.65 MI (4.26 KM) SOUTH OF NEW HOPE AND ABOUT 18.15
 AA3073'MI (29.21 KM) SOUTHEAST OF HUNTSVILLE. TO REACH THE STATION FROM THE
 AA3073'JUNCTION OF U.S. 231 AND U.S. 431 SOUTH (MILEPOST 317.88 ON U.S. 231
 AA3073'AND MILEPOST 341.45 ON U.S. 431) IN HUNTSVILLE, DRIVE EAST AND
 AA3073'SOUTHEAST ON U.S. 431 FOR 19.25 MI (30.98 KM) TO MILEPOST 322.20 AND A
 AA3073'PAVED ROAD RIGHT. TURN RIGHT ON THE PAVED ROAD AND DRIVE WEST AND
 AA3073'SOUTH FOR 1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA3073'IS 3.0 FT (0.9 M) EAST OF A TWO STRAND BARBED WIRE FENCE ON STEEL
 AA3073'POSTS WITH RED TOPS, 23.5 FT (7.2 M) WEST OF THE CENTERLINE OF THE
 AA3073'PAVED COUNTY ROAD, 85.4 FT (26.0 M) SOUTH OF A POWER POLE WITH TWO GUY
 AA3073'WIRES, 205.2 FT (62.5 M) NORTH OF A TRANSFORMER POWER POLE, 3.0 FT
 AA3073'(0.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA3073'GROUND. STATION 45-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3073
 AA3073                          STATION RECOVERY (2000)
 AA3073
 AA3073'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (BQK)
 AA3073'FARMER REPLACED FENCE.  WITNESS POLE WAS FOUND OUT OF THE GROUND.
 AA3073'WITNESS POLE DRIVEN IN BESIDE THE WEST EDGE OF THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3074 ***********************************************************************
 AA3074  DESIGNATION -  45 19
 AA3074  PID         -  AA3074
 AA3074  STATE/COUNTY-  AL/MADISON
 AA3074  USGS QUAD   -  NEW HOPE (1973)
 AA3074
 AA3074                         *CURRENT SURVEY CONTROL
 AA3074  ___________________________________________________________________
 AA3074* NAD 83(1992)-  34 35 45.58756(N)    086 24 40.22105(W)     ADJUSTED  
 AA3074* NAVD 88     -       187.8    (meters)     616.     (feet)  VERTCON   
 AA3074  ___________________________________________________________________
 AA3074  X           -     329,012.532 (meters)                     COMP
 AA3074  Y           -  -5,245,827.476 (meters)                     COMP
 AA3074  Z           -   3,601,153.289 (meters)                     COMP
 AA3074  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AA3074  ELLIP HEIGHT-         158.84  (meters)          (07/29/02) GPS OBS
 AA3074  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA3074
 AA3074  HORZ ORDER  -  FIRST
 AA3074  ELLP ORDER  -  FOURTH    CLASS I
 AA3074
 AA3074.The horizontal coordinates were established by GPS observations
 AA3074.and adjusted by the National Geodetic Survey in March 1995..
 AA3074
 AA3074.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3074
 AA3074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3074
 AA3074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3074
 AA3074.The ellipsoidal height was determined by GPS observations
 AA3074.and is referenced to NAD 83.
 AA3074
 AA3074.The geoid height was determined by GEOID03.
 AA3074
 AA3074;                    North         East     Units Scale Factor Converg.
 AA3074;SPC AL E     -   454,365.881   146,993.964   MT  0.99999462   -0 19 41.1
 AA3074;UTM  16      - 3,828,399.644   553,994.576   MT  0.99963593   +0 20 03.6
 AA3074
 AA3074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3074!SPC AL E     -   0.99997507  x   0.99999462  =   0.99996969
 AA3074!UTM  16      -   0.99997507  x   0.99963593  =   0.99961101
 AA3074
 AA3074:                Primary Azimuth Mark                     Grid Az
 AA3074:SPC AL E     -  45 20                                    330 42 22.6
 AA3074:UTM  16      -  45 20                                    330 02 37.9
 AA3074
 AA3074|---------------------------------------------------------------------|
 AA3074| PID    Reference Object                     Distance      Geod. Az  |
 AA3074|                                                           dddmmss.s |
 AA3074| AA3075 45 20                               APPROX. 0.5 KM 3302241.5 |
 AA3074|---------------------------------------------------------------------|
 AA3074
 AA3074                          SUPERSEDED SURVEY CONTROL
 AA3074
 AA3074  ELLIP H (03/30/95)  158.92   (m)                       GP(       ) 4 2
 AA3074  NGVD 29 (03/30/95)  187.8    (m)          616.     (f) GPS OBS        
 AA3074
 AA3074.Superseded values are not recommended for survey control.
 AA3074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3074.See file dsdata.txt to determine how the superseded data were derived.
 AA3074
 AA3074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5399528400(NAD 83)
 AA3074_MARKER: DD = SURVEY DISK
 AA3074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3074_SP_SET: CONCRETE POST
 AA3074_STAMPING: 45-19 1993
 AA3074_MARK LOGO: ALHD  
 AA3074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3074+STABILITY: SURFACE MOTION
 AA3074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3074+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3074
 AA3074  HISTORY     - Date     Condition        Report By
 AA3074  HISTORY     - 1993     MONUMENTED       ALHD
 AA3074
 AA3074                          STATION DESCRIPTION
 AA3074
 AA3074'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3074'THE STATION IS IN MADISON COUNTY ON THE SOUTH RIGHT OF WAY OF A PAVED
 AA3074'COUNTY ROAD ABOUT 4.00 MI (6.44 KM) NORTH OF NEW HOPE AND ABOUT 13.70
 AA3074'MI (22.05 KM) SOUTHEAST OF HUNTSVILLE. TO REACH THE STATION FROM THE
 AA3074'JUNCTION OF U.S. 231 AND U.S. 431 SOUTH (MILEPOST 317.88 ON U.S. 231
 AA3074'AND MILEPOST 341.45 ON U.S. 431) IN HUNTSVILLE, DRIVE EAST AND
 AA3074'SOUTHEAST ON U.S. 431 FOR 14.05 MI (22.61 KM) TO MILEPOST 327.40 AND A
 AA3074'CROSSROADS WITH A PAVED COUNTY ROAD LEFT AND RIGHT. TURN LEFT ON THE
 AA3074'PAVED COUNTY ROAD AND DRIVE NORTHEAST AND EAST FOR 1.25 MI (2.01 KM)
 AA3074'TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT. TURN LEFT
 AA3074'ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO A
 AA3074'PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA3074'EAST FOR 1.05 MI (1.69 KM) TO A CROSSROADS AT A FOUR WAY STOP.
 AA3074'CONTINUE STRAIGHT AHEAD FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 AA3074'RIGHT. THE STATION IS 12.6 FT (3.8 M) WEST OF A LARGE BURNT STUMP,
 AA3074'31.7 FT (9.7 M) SOUTH OF THE CENTERLINE OF THE PAVED COUNTY ROAD,
 AA3074'103.7 FT (31.6 M) WEST OF A POWER POLE WITH ONE TRANSFORMER, 116.8 FT
 AA3074'(35.6 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY LEADINTG TO A BRICK
 AA3074'HOUSE, 1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH
 AA3074'WITH THE GROUND. STATION 45-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3074'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1730 ***********************************************************************
 EF1730  DESIGNATION -  45 2
 EF1730  PID         -  EF1730
 EF1730  STATE/COUNTY-  AL/MADISON
 EF1730  USGS QUAD   -  MASON RIDGE (1973)
 EF1730
 EF1730                         *CURRENT SURVEY CONTROL
 EF1730  ___________________________________________________________________
 EF1730* NAD 83(1992)-  34 35 50.24461(N)    086 46 54.92275(W)     ADJUSTED  
 EF1730* NAVD 88     -       177.1    (meters)     581.     (feet)  VERTCON   
 EF1730  ___________________________________________________________________
 EF1730  X           -     295,056.057 (meters)                     COMP
 EF1730  Y           -  -5,247,757.025 (meters)                     COMP
 EF1730  Z           -   3,601,265.732 (meters)                     COMP
 EF1730  LAPLACE CORR-          -5.78  (seconds)                    DEFLEC99
 EF1730  ELLIP HEIGHT-         148.82  (meters)          (07/29/02) GPS OBS
 EF1730  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EF1730
 EF1730  HORZ ORDER  -  FIRST
 EF1730  ELLP ORDER  -  FOURTH    CLASS I
 EF1730
 EF1730.The horizontal coordinates were established by GPS observations
 EF1730.and adjusted by the National Geodetic Survey in December 1992..
 EF1730
 EF1730.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1730.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1730
 EF1730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1730
 EF1730.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1730
 EF1730.The ellipsoidal height was determined by GPS observations
 EF1730.and is referenced to NAD 83.
 EF1730
 EF1730.The geoid height was determined by GEOID03.
 EF1730
 EF1730;                    North         East     Units Scale Factor Converg.
 EF1730;SPC AL E     -   454,766.634   112,984.933   MT  1.00005329   -0 32 19.1
 EF1730;UTM  16      - 3,828,407.165   519,996.908   MT  0.99960493   +0 07 25.8
 EF1730
 EF1730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1730!SPC AL E     -   0.99997664  x   1.00005329  =   1.00002993
 EF1730!UTM  16      -   0.99997664  x   0.99960493  =   0.99958158
 EF1730
 EF1730:                Primary Azimuth Mark                     Grid Az
 EF1730:SPC AL E     -  45 1                                     271 22 05.2
 EF1730:UTM  16      -  45 1                                     270 42 20.3
 EF1730
 EF1730|---------------------------------------------------------------------|
 EF1730| PID    Reference Object                     Distance      Geod. Az  |
 EF1730|                                                           dddmmss.s |
 EF1730| EF1722 45 1                                448.272 METERS 2704946.1 |
 EF1730|---------------------------------------------------------------------|
 EF1730
 EF1730                          SUPERSEDED SURVEY CONTROL
 EF1730
 EF1730  ELLIP H (12/04/92)  148.89   (m)                       GP(       ) 4 1
 EF1730  NAD 83(1992)-  34 35 50.24982(N)    086 46 54.91809(W) AD(       ) 1
 EF1730  NGVD 29 (12/04/92)  177.1    (m)          581.     (f) GPS OBS        
 EF1730
 EF1730.Superseded values are not recommended for survey control.
 EF1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1730.See file dsdata.txt to determine how the superseded data were derived.
 EF1730
 EF1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1999728407(NAD 83)
 EF1730_MARKER: DD = SURVEY DISK
 EF1730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1730_SP_SET: CONCRETE POST
 EF1730_STAMPING: 45 - 2 1990
 EF1730_MARK LOGO: ALHD  
 EF1730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1730+STABILITY: SURFACE MOTION
 EF1730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1730+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1991
 EF1730
 EF1730  HISTORY     - Date     Condition        Report By
 EF1730  HISTORY     - 1990     MONUMENTED       ALHD
 EF1730  HISTORY     - 19910130 GOOD
 EF1730
 EF1730                          STATION DESCRIPTION
 EF1730
 EF1730'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1730'THE STATION IS LOCATED IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1730'SWANCOTT ROAD, ABOUT 10.94 KM (6.80 MI) SOUTH - SOUTHWEST OF MADISON
 EF1730'AND ABOUT 23.42 KM (14.55 MI) SOUTHWEST OF HUNTSVILLE.
 EF1730'TO REACH THE STATION FROM THE JUNCTION OF ALA 20 AND COUNTY LINE ROAD
 EF1730'AT A TRAFFIC LIGHT, MILE POST 81.20 ON ALA 20, IN MADISON, DIVE SOUTH
 EF1730'ON COUNTY LINE ROAD 7.32 KM (4.55 MI) TO A PAVED CROSS ROAD WITH
 EF1730'SWANCOTT ROAD LEFT AND RIGHT, TURN LEFT ON SWANCOTT ROAD AND DRIVE
 EF1730'EAST 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT.
 EF1730'THE STATION IS LOCATED ON TOP OF A LOW HILL, 7.62 M (25.00 FT) NORTH
 EF1730'OF THE CENTERLINE OF SWANCOTT ROAD, 39.93 M (131.00 FT) EAST -
 EF1730'NORTHEAST OF A TELEPHONE CABLE PEDESTAL, 43.46 M (142.59 FT)
 EF1730'NORTHEAST OF JUNCTION POWER POLE NO. 34, 0.67 M (2.20 FT) SOUTH OF A
 EF1730'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1730'STATION 45 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1730
 EF1730                          STATION RECOVERY (1991)
 EF1730
 EF1730'RECOVERED 1991
 EF1730'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3075 ***********************************************************************
 AA3075  DESIGNATION -  45 20
 AA3075  PID         -  AA3075
 AA3075  STATE/COUNTY-  AL/MADISON
 AA3075  USGS QUAD   -  NEW HOPE (1973)
 AA3075
 AA3075                         *CURRENT SURVEY CONTROL
 AA3075  ___________________________________________________________________
 AA3075* NAD 83(1992)-  34 36 00.12611(N)    086 24 50.21800(W)     ADJUSTED  
 AA3075* NAVD 88     -       185.5    (meters)     609.     (feet)  VERTCON   
 AA3075  ___________________________________________________________________
 AA3075  X           -     328,742.251 (meters)                     COMP
 AA3075  Y           -  -5,245,587.578 (meters)                     COMP
 AA3075  Z           -   3,601,520.728 (meters)                     COMP
 AA3075  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AA3075  ELLIP HEIGHT-         156.47  (meters)          (07/29/02) GPS OBS
 AA3075  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA3075
 AA3075  HORZ ORDER  -  FIRST
 AA3075  ELLP ORDER  -  FOURTH    CLASS I
 AA3075
 AA3075.The horizontal coordinates were established by GPS observations
 AA3075.and adjusted by the National Geodetic Survey in March 1995..
 AA3075
 AA3075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3075
 AA3075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3075
 AA3075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3075
 AA3075.The ellipsoidal height was determined by GPS observations
 AA3075.and is referenced to NAD 83.
 AA3075
 AA3075.The geoid height was determined by GEOID03.
 AA3075
 AA3075;                    North         East     Units Scale Factor Converg.
 AA3075;SPC AL E     -   454,815.336   146,741.807   MT  0.99999495   -0 19 46.9
 AA3075;UTM  16      - 3,828,845.993   553,737.332   MT  0.99963559   +0 19 58.1
 AA3075
 AA3075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3075!SPC AL E     -   0.99997544  x   0.99999495  =   0.99997039
 AA3075!UTM  16      -   0.99997544  x   0.99963559  =   0.99961104
 AA3075
 AA3075:                Primary Azimuth Mark                     Grid Az
 AA3075:SPC AL E     -  45 19                                    150 42 22.7
 AA3075:UTM  16      -  45 19                                    150 02 37.7
 AA3075
 AA3075|---------------------------------------------------------------------|
 AA3075| PID    Reference Object                     Distance      Geod. Az  |
 AA3075|                                                           dddmmss.s |
 AA3075| AA3074 45 19                               APPROX. 0.5 KM 1502235.8 |
 AA3075|---------------------------------------------------------------------|
 AA3075
 AA3075                          SUPERSEDED SURVEY CONTROL
 AA3075
 AA3075  ELLIP H (03/30/95)  156.55   (m)                       GP(       ) 4 2
 AA3075  NGVD 29 (03/30/95)  185.4    (m)          608.     (f) GPS OBS        
 AA3075
 AA3075.Superseded values are not recommended for survey control.
 AA3075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3075.See file dsdata.txt to determine how the superseded data were derived.
 AA3075
 AA3075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5373728846(NAD 83)
 AA3075_MARKER: DD = SURVEY DISK
 AA3075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3075_SP_SET: CONCRETE POST
 AA3075_STAMPING: 45-20 1993
 AA3075_MARK LOGO: ALHD  
 AA3075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3075+STABILITY: SURFACE MOTION
 AA3075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3075+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3075
 AA3075  HISTORY     - Date     Condition        Report By
 AA3075  HISTORY     - 1993     MONUMENTED       ALHD
 AA3075
 AA3075                          STATION DESCRIPTION
 AA3075
 AA3075'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3075'THE STATION IS IN MADISON COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA3075'COUNTY ROAD ABOUT 4.35 MI (7.00 KM) NORTH OF NEW HOPE AND ABOUT 13.35
 AA3075'MI (21.48 KM) SOUTHEAST OF HUNTSVILLE. TO REACH THE STATION FROM THE
 AA3075'JUNCTION OF U.S. 231 AND U.S. 431 SOUTH (MILEPOST 317.88 ON U.S. 231
 AA3075'AND MILEPOST 341.45 ON U.S. 431) IN HUNTSVILLE, DRIVE EAST AND
 AA3075'SOUTHEAST ON U.S. 431 FOR 14.05 MI (22.61 KM) TO MILEPOST 327.40 AND A
 AA3075'CROSSROADS WITH A PAVED COUNTY ROAD LEFT AND RIGHT. TURN LEFT ON THE
 AA3075'PAVED COUNTY ROAD AND DRIVE NORTHEAST AND EAST FOR 1.25 MI (2.01 KM)
 AA3075'TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT. TURN LEFT
 AA3075'ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO A
 AA3075'PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA3075'EAST FOR 1.05 MI (1.69 KM) TO A CROSSROADS AT A FOUR WAY STOP. TURN
 AA3075'LEFT AT THE FOUR WAY STOP AND DRIVE NORTH FOR 0.30 MI (0.48 KM) TO THE
 AA3075'STATION ON THE LEFT. THE STATION IS 26.2 FT (8.0 M) WEST OF THE
 AA3075'CENTERLINE OF THE PAVED COUNTY ROAD, 34.6 FT (10.5 M) SOUTH-SOUTHWEST
 AA3075'OF A BLACK METAL MAILBOX ON A WOOD POST (1034), 43.3 FT (13.2 M) SOUTH
 AA3075'OF THE CENTER OF A CONCRETE DRIVEWAY LEADING TO A BRICK HOUSE, 62.1 FT
 AA3075'(18.9 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A LIGHT
 AA3075'BLUE WOOD FRAME HOUSE WITH WHITE TRIM, 1.7 FT (0.5 M) EAST OF A
 AA3075'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 45-19
 AA3075'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3076 ***********************************************************************
 AA3076  DESIGNATION -  45 21
 AA3076  PID         -  AA3076
 AA3076  STATE/COUNTY-  AL/MADISON
 AA3076  USGS QUAD   -  NEW HOPE (1973)
 AA3076
 AA3076                         *CURRENT SURVEY CONTROL
 AA3076  ___________________________________________________________________
 AA3076* NAD 83(1992)-  34 35 42.54861(N)    086 29 45.86194(W)     ADJUSTED  
 AA3076* NAVD 88     -       188.2    (meters)     617.     (feet)  VERTCON   
 AA3076  ___________________________________________________________________
 AA3076  X           -     321,242.235 (meters)                     COMP
 AA3076  Y           -  -5,246,362.644 (meters)                     COMP
 AA3076  Z           -   3,601,076.428 (meters)                     COMP
 AA3076  LAPLACE CORR-          -3.30  (seconds)                    DEFLEC99
 AA3076  ELLIP HEIGHT-         159.24  (meters)          (07/29/02) GPS OBS
 AA3076  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA3076
 AA3076  HORZ ORDER  -  FIRST
 AA3076  ELLP ORDER  -  FOURTH    CLASS I
 AA3076
 AA3076.The horizontal coordinates were established by GPS observations
 AA3076.and adjusted by the National Geodetic Survey in March 1995..
 AA3076
 AA3076.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3076
 AA3076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3076
 AA3076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3076
 AA3076.The ellipsoidal height was determined by GPS observations
 AA3076.and is referenced to NAD 83.
 AA3076
 AA3076.The geoid height was determined by GEOID03.
 AA3076
 AA3076;                    North         East     Units Scale Factor Converg.
 AA3076;SPC AL E     -   454,320.113   139,205.208   MT  1.00000554   -0 22 34.7
 AA3076;UTM  16      - 3,828,263.881   546,209.743   MT  0.99962632   +0 17 10.0
 AA3076
 AA3076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3076!SPC AL E     -   0.99997500  x   1.00000554  =   0.99998054
 AA3076!UTM  16      -   0.99997500  x   0.99962632  =   0.99960133
 AA3076
 AA3076:                Primary Azimuth Mark                     Grid Az
 AA3076:SPC AL E     -  45 22                                    107 00 44.2
 AA3076:UTM  16      -  45 22                                    106 20 59.5
 AA3076
 AA3076|---------------------------------------------------------------------|
 AA3076| PID    Reference Object                     Distance      Geod. Az  |
 AA3076|                                                           dddmmss.s |
 AA3076| AA3077 45 22                               408.091 METERS 1063809.5 |
 AA3076|---------------------------------------------------------------------|
 AA3076
 AA3076                          SUPERSEDED SURVEY CONTROL
 AA3076
 AA3076  ELLIP H (03/30/95)  159.32   (m)                       GP(       ) 4 2
 AA3076  NGVD 29 (03/30/95)  188.1    (m)          617.     (f) GPS OBS        
 AA3076
 AA3076.Superseded values are not recommended for survey control.
 AA3076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3076.See file dsdata.txt to determine how the superseded data were derived.
 AA3076
 AA3076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4621028264(NAD 83)
 AA3076_MARKER: DD = SURVEY DISK
 AA3076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3076_SP_SET: CONCRETE POST
 AA3076_STAMPING: 45-21 1993
 AA3076_MARK LOGO: ALHD  
 AA3076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3076+STABILITY: SURFACE MOTION
 AA3076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3076+SATELLITE: SATELLITE OBSERVATIONS - September 18, 2000
 AA3076
 AA3076  HISTORY     - Date     Condition        Report By
 AA3076  HISTORY     - 1993     MONUMENTED       ALHD
 AA3076  HISTORY     - 20000917 GOOD             NASA
 AA3076  HISTORY     - 20000918 GOOD             NASA
 AA3076
 AA3076                          STATION DESCRIPTION
 AA3076
 AA3076'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3076'THE STATION IS IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA3076'COUNTY ROAD ABOUT 10.75 MI (17.30 KM) SOUTHEAST OF HUNTSVILLE AND
 AA3076'ABOUT 7.00 MI (11.27 KM) NORTHWEST OF NEW HOPE. TO REACH THE STATION
 AA3076'FROM THE JUNCTION OF U.S. 231 AND U.S. 431 SOUTH (MILEPOST 317.88 ON
 AA3076'U.S. 231 AND MILEPOST 341.45 ON U.S. 431) IN HUNTSVILLE, DRIVE EAST
 AA3076'AND SOUTHEAST ON U.S. 431 FOR 11.90 MI (19.15 KM) TO MILEPOST 329.55
 AA3076'AND OLD U.S. 431 LEFT AND RIGHT. TURN RIGHT ON OLD U.S. 431 AND DRIVE
 AA3076'SOUTH FOR 1.70 MI (2.74 KM) TO A PAVED COUNTY ROAD RIGHT. TURN RIGHT
 AA3076'ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 1.55 MI (2.49 KM) TO A
 AA3076'CROSSROADS WITH A PAVED COUNTY ROAD LEFT AND RIGHT. CONTINUE STRAIGHT
 AA3076'AHEAD FOR 0.60 MI (0.97 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA3076'IS 20.6 FT (6.3 M) NORTH OF THE CENTERLINE OF THE PAVED COUNTY ROAD,
 AA3076'113.1 FT (34.5 M) WEST-NORTHWEST OF A TELEPHONE CABLE PEDESTAL ACROSS
 AA3076'THE ROAD (D36AH-6), 113.4 FT (34.6 M) WEST-NORTHWEST OF A CABLE POLE
 AA3076'ACROSS THE ROAD, 116.0 FT (35.4 M) WEST-NORTHWEST OF A CONCRETE POWER
 AA3076'POLE ACROSS THE ROAD, 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST
 AA3076'AND SET FLUSH WITH THE GROUND. STATION 45-22 1993 MAY BE USED AS AN
 AA3076'AZIMUTH FOR THIS STATION.
 AA3076
 AA3076                          STATION RECOVERY (2000)
 AA3076
 AA3076'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (BQK)
 AA3076'TURN RIGHT ON OLD US431 AND DRIVE SOUTH FOR 1.70 MILE TO PAVED COUNTY
 AA3076'ROAD ON RIGHT.  TURN RIGHT ON OLD US431 AND DRIVE SOUTH FOR 1.70 MI TO
 AA3076'OLD BIG COVE ROAD ON RIGHT. TURN RIGHT ON OLD BIG COVE ROAD AND
 AA3076'PROCEED 1.5 MI TO CROSSROADS SOUTH GREEN MOUNTAIN ROAD. PROCEED
 AA3076'STRAIGHT 0.6 MI TO STATION ON THE RIGHT.
 AA3076
 AA3076                          STATION RECOVERY (2000)
 AA3076
 AA3076'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (BQK)
 AA3076'WITNESS POLE HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3077 ***********************************************************************
 AA3077  DESIGNATION -  45 22
 AA3077  PID         -  AA3077
 AA3077  STATE/COUNTY-  AL/MADISON
 AA3077  USGS QUAD   -  NEW HOPE (1973)
 AA3077
 AA3077                         *CURRENT SURVEY CONTROL
 AA3077  ___________________________________________________________________
 AA3077* NAD 83(1992)-  34 35 38.75690(N)    086 29 30.51765(W)     ADJUSTED  
 AA3077* NAVD 88     -       181.8    (meters)     596.     (feet)  VERTCON   
 AA3077  ___________________________________________________________________
 AA3077  X           -     321,636.254 (meters)                     COMP
 AA3077  Y           -  -5,246,399.688 (meters)                     COMP
 AA3077  Z           -   3,600,976.610 (meters)                     COMP
 AA3077  LAPLACE CORR-          -3.17  (seconds)                    DEFLEC99
 AA3077  ELLIP HEIGHT-         152.84  (meters)          (07/29/02) GPS OBS
 AA3077  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA3077
 AA3077  HORZ ORDER  -  FIRST
 AA3077  ELLP ORDER  -  FOURTH    CLASS I
 AA3077
 AA3077.The horizontal coordinates were established by GPS observations
 AA3077.and adjusted by the National Geodetic Survey in March 1995..
 AA3077
 AA3077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3077
 AA3077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3077
 AA3077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3077
 AA3077.The ellipsoidal height was determined by GPS observations
 AA3077.and is referenced to NAD 83.
 AA3077
 AA3077.The geoid height was determined by GEOID03.
 AA3077
 AA3077;                    North         East     Units Scale Factor Converg.
 AA3077;SPC AL E     -   454,200.715   139,595.444   MT  1.00000496   -0 22 25.9
 AA3077;UTM  16      - 3,828,149.046   546,601.185   MT  0.99962677   +0 17 18.7
 AA3077
 AA3077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3077!SPC AL E     -   0.99997601  x   1.00000496  =   0.99998097
 AA3077!UTM  16      -   0.99997601  x   0.99962677  =   0.99960279
 AA3077
 AA3077:                Primary Azimuth Mark                     Grid Az
 AA3077:SPC AL E     -  45 21                                    287 00 44.1
 AA3077:UTM  16      -  45 21                                    286 20 59.5
 AA3077
 AA3077|---------------------------------------------------------------------|
 AA3077| PID    Reference Object                     Distance      Geod. Az  |
 AA3077|                                                           dddmmss.s |
 AA3077| AA3076 45 21                               408.091 METERS 2863818.2 |
 AA3077|---------------------------------------------------------------------|
 AA3077
 AA3077                          SUPERSEDED SURVEY CONTROL
 AA3077
 AA3077  ELLIP H (03/30/95)  152.91   (m)                       GP(       ) 4 2
 AA3077  NGVD 29 (03/30/95)  181.7    (m)          596.     (f) GPS OBS        
 AA3077
 AA3077.Superseded values are not recommended for survey control.
 AA3077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3077.See file dsdata.txt to determine how the superseded data were derived.
 AA3077
 AA3077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4660128149(NAD 83)
 AA3077_MARKER: DD = SURVEY DISK
 AA3077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3077_SP_SET: CONCRETE POST
 AA3077_STAMPING: 45-22 1993
 AA3077_MARK LOGO: ALHD  
 AA3077_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3077+STABILITY: SURFACE MOTION
 AA3077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3077+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3077
 AA3077  HISTORY     - Date     Condition        Report By
 AA3077  HISTORY     - 1993     MONUMENTED       ALHD
 AA3077
 AA3077                          STATION DESCRIPTION
 AA3077
 AA3077'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3077'THE STATION IS IN MADISON COUNTY ON THE SOUTH RIGHT OF WAY OF A PAVED
 AA3077'COUNTY ROAD ABOUT 10.95 MI (17.62 KM) SOUTHEAST OF HUNTSVILLE AND
 AA3077'ABOUT 6.70 MI (10.78 KM) NORTHWEST OF NEW HOPE. TO REACH THE STATION
 AA3077'FROM THE JUNCTION OF U.S. 231 AND U.S. 431 SOUTH (MILEPOST 317.88 ON
 AA3077'U.S. 231 AND MILEPOST 341.45 ON U.S. 431) IN HUNTSVILLE, DRIVE EAST
 AA3077'AND SOUTHEAST ON U.S. 431 FOR 11.90 MI (19.15 KM) TO MILEPOST 329.55
 AA3077'AND OLD U.S. 431 LEFT AND RIGHT. TURN RIGHT ON OLD U.S. 431 AND DRIVE
 AA3077'SOUTH FOR 1.70 MI (2.74 KM) TO A PAVED COUNTY ROAD RIGHT. TURN RIGHT
 AA3077'ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 1.55 MI (2.49 KM) TO A
 AA3077'CROSSROADS WITH A PAVED COUNTY ROAD LEFT AND RIGHT. CONTINUE STRAIGHT
 AA3077'AHEAD FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA3077'11.4 FT (3.5 M) WEST OF THE NORTHWEST END OF A FIFTEEN-INCH CONCRETE
 AA3077'DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE WITH
 AA3077'BEIGE TRIM, 25.0 FT (7.6 M) WEST-NORTHWEST OF THE CENTER OF A GRAVEL
 AA3077'DRIVEWAY LEADING TO A BRICK HOUSE WITH BEIGE TRIM, 30.6 FT (9.3 M)
 AA3077'SOUTHWEST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 43.4 FT (13.2 M)
 AA3077'EAST OF AN ANGLE POWER AND CABLE POLE WITH TWO GUY WIRES, 45.7 FT
 AA3077'(13.9 M) WEST-NORTHWEST OF A LARGE BLACK METAL MAILBOX ON A WHITE FOUR
 AA3077'BY FOUR WOOD POST (701), 61.6 FT (18.8 M) SOUTHEAST OF THE CENTER OF A
 AA3077'GRAVEL DRIVEWAY LEADING TO A GRAY WOOD FRAME HOUSE FAR OFF THE ROAD,
 AA3077'AND 133.3 FT (40.6 M) SOUTHEAST OF THE CENTER OF A METAL GATE ACROSS
 AA3077'THE ROAD LEADING INTO A FIELD. STATION 45-21 1993 MAY BE USED AS AN
 AA3077'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3078 ***********************************************************************
 AA3078  DESIGNATION -  45 25
 AA3078  PID         -  AA3078
 AA3078  STATE/COUNTY-  AL/MADISON
 AA3078  USGS QUAD   -  MADISON (1991)
 AA3078
 AA3078                         *CURRENT SURVEY CONTROL
 AA3078  ___________________________________________________________________
 AA3078* NAD 83(1992)-  34 41 52.35936(N)    086 37 39.26633(W)     ADJUSTED  
 AA3078* NAVD 88     -       183.6    (meters)     602.     (feet)  VERTCON   
 AA3078  ___________________________________________________________________
 AA3078  X           -     308,818.992 (meters)                     COMP
 AA3078  Y           -  -5,240,615.047 (meters)                     COMP
 AA3078  Z           -   3,610,449.203 (meters)                     COMP
 AA3078  LAPLACE CORR-          -3.92  (seconds)                    DEFLEC99
 AA3078  ELLIP HEIGHT-         154.95  (meters)          (07/29/02) GPS OBS
 AA3078  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AA3078
 AA3078  HORZ ORDER  -  FIRST
 AA3078  ELLP ORDER  -  FOURTH    CLASS I
 AA3078
 AA3078.The horizontal coordinates were established by GPS observations
 AA3078.and adjusted by the National Geodetic Survey in March 1995..
 AA3078
 AA3078.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3078
 AA3078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3078
 AA3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3078
 AA3078.The ellipsoidal height was determined by GPS observations
 AA3078.and is referenced to NAD 83.
 AA3078
 AA3078.The geoid height was determined by GEOID03.
 AA3078
 AA3078;                    North         East     Units Scale Factor Converg.
 AA3078;SPC AL E     -   465,802.867   127,231.822   MT  1.00002524   -0 27 07.7
 AA3078;UTM  16      - 3,839,602.778   534,109.015   MT  0.99961434   +0 12 43.2
 AA3078
 AA3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3078!SPC AL E     -   0.99997568  x   1.00002524  =   1.00000092
 AA3078!UTM  16      -   0.99997568  x   0.99961434  =   0.99959003
 AA3078
 AA3078:                Primary Azimuth Mark                     Grid Az
 AA3078:SPC AL E     -  45 26                                    002 37 40.7
 AA3078:UTM  16      -  45 26                                    001 57 49.8
 AA3078
 AA3078|---------------------------------------------------------------------|
 AA3078| PID    Reference Object                     Distance      Geod. Az  |
 AA3078|                                                           dddmmss.s |
 AA3078| AA3079 45 26                               436.108 METERS 0021033.0 |
 AA3078|---------------------------------------------------------------------|
 AA3078
 AA3078                          SUPERSEDED SURVEY CONTROL
 AA3078
 AA3078  ELLIP H (03/30/95)  155.02   (m)                       GP(       ) 4 2
 AA3078  NGVD 29 (03/30/95)  183.6    (m)          602.     (f) GPS OBS        
 AA3078
 AA3078.Superseded values are not recommended for survey control.
 AA3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3078.See file dsdata.txt to determine how the superseded data were derived.
 AA3078
 AA3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3410939603(NAD 83)
 AA3078_MARKER: DD = SURVEY DISK
 AA3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3078_SP_SET: CONCRETE POST
 AA3078_STAMPING: 45-25 1993
 AA3078_MARK LOGO: ALHD  
 AA3078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3078+STABILITY: SURFACE MOTION
 AA3078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3078+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3078
 AA3078  HISTORY     - Date     Condition        Report By
 AA3078  HISTORY     - 1993     MONUMENTED       ALHD
 AA3078  HISTORY     - 20010331 GOOD             NGS
 AA3078
 AA3078                          STATION DESCRIPTION
 AA3078
 AA3078'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3078'THE STATION IS IN MADISON COUNTY ON THE WEST RIGHT OF WAY OF PATTON
 AA3078'ROAD IN HUNTSVILLE. TO REACH THE STATION FROM THE SOUTH END OF THE
 AA3078'OVERPASS AT EXIT 17-A ON I-565, DRIVE SOUTH ON JORDAN LANE AND PATTON
 AA3078'ROAD FOR 1.50 MI (2.41 KM) TO THE INTERSECTION OF DRAKE AVENUE AND
 AA3078'PATTON ROAD AND THE STATION ON THE RIGHT IN THE SOUTHWEST QUADRANT OF
 AA3078'THE INTERSECTION. THE STATION IS 30.9 FT (9.4 M) WEST OF THE WEST END
 AA3078'OF A FIFTEEN-INCH CONCRETE DRAINAGE PIPE UNDER PATTON ROAD, 45.6 FT
 AA3078'(13.9 M) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF PATTON
 AA3078'ROAD, 62.6 FT (19.1 M) SOUTH-SOUTHWEST OF A POWER AND NIGHT LIGHT POLE
 AA3078'WITH ONE GUY WIRE, 85.7 FT (26.1 M) SOUTHEAST OF A POWER POLE WITH ONE
 AA3078'GUY WIRE, 88.8 FT (27.1 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AA3078'SMALL WHITE BLOCK BUILDING, 92.4 FT (28.2 M) SOUTH-SOUTHWEST OF A SIX
 AA3078'FOOT METAL POST WITH A RED EMERGENCY LIGHT ON IT, 94.0 FT (28.7 M)
 AA3078'NORTHEAST OF A SIX FOOT CHAIN LINK FENCE WITH THREE STRANDS OF BARBED
 AA3078'WIRE, 1.5 FT (0.5 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA3078'WITH THE GROUND. STATION 45-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3078'STATION.
 AA3078
 AA3078                          STATION RECOVERY (2001)
 AA3078
 AA3078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3078'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3079 ***********************************************************************
 AA3079  DESIGNATION -  45 26
 AA3079  PID         -  AA3079
 AA3079  STATE/COUNTY-  AL/MADISON
 AA3079  USGS QUAD   -  MADISON (1991)
 AA3079
 AA3079                         *CURRENT SURVEY CONTROL
 AA3079  ___________________________________________________________________
 AA3079* NAD 83(1992)-  34 42 06.50146(N)    086 37 38.61573(W)     ADJUSTED  
 AA3079* NAVD 88     -       191.9    (meters)     630.     (feet)  VERTCON   
 AA3079  ___________________________________________________________________
 AA3079  X           -     308,821.325 (meters)                     COMP
 AA3079  Y           -  -5,240,373.172 (meters)                     COMP
 AA3079  Z           -   3,610,812.188 (meters)                     COMP
 AA3079  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 AA3079  ELLIP HEIGHT-         163.19  (meters)          (07/29/02) GPS OBS
 AA3079  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AA3079
 AA3079  HORZ ORDER  -  FIRST
 AA3079  ELLP ORDER  -  FOURTH    CLASS I
 AA3079
 AA3079.The horizontal coordinates were established by GPS observations
 AA3079.and adjusted by the National Geodetic Survey in March 1995..
 AA3079
 AA3079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3079
 AA3079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3079
 AA3079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3079
 AA3079.The ellipsoidal height was determined by GPS observations
 AA3079.and is referenced to NAD 83.
 AA3079
 AA3079.The geoid height was determined by GEOID03.
 AA3079
 AA3079;                    North         East     Units Scale Factor Converg.
 AA3079;SPC AL E     -   466,238.527   127,251.818   MT  1.00002520   -0 27 07.5
 AA3079;UTM  16      - 3,840,038.461   534,123.954   MT  0.99961435   +0 12 43.7
 AA3079
 AA3079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3079!SPC AL E     -   0.99997438  x   1.00002520  =   0.99999958
 AA3079!UTM  16      -   0.99997438  x   0.99961435  =   0.99958874
 AA3079
 AA3079:                Primary Azimuth Mark                     Grid Az
 AA3079:SPC AL E     -  45 25                                    182 37 40.9
 AA3079:UTM  16      -  45 25                                    181 57 49.7
 AA3079
 AA3079|---------------------------------------------------------------------|
 AA3079| PID    Reference Object                     Distance      Geod. Az  |
 AA3079|                                                           dddmmss.s |
 AA3079| AA3078 45 25                               436.108 METERS 1821033.4 |
 AA3079|---------------------------------------------------------------------|
 AA3079
 AA3079                          SUPERSEDED SURVEY CONTROL
 AA3079
 AA3079  ELLIP H (03/30/95)  163.27   (m)                       GP(       ) 4 2
 AA3079  NGVD 29 (03/30/95)  191.8    (m)          629.     (f) GPS OBS        
 AA3079
 AA3079.Superseded values are not recommended for survey control.
 AA3079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3079.See file dsdata.txt to determine how the superseded data were derived.
 AA3079
 AA3079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3412440038(NAD 83)
 AA3079_MARKER: DD = SURVEY DISK
 AA3079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3079_SP_SET: CONCRETE POST
 AA3079_STAMPING: 45-26 1993
 AA3079_MARK LOGO: ALHD  
 AA3079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3079+STABILITY: SURFACE MOTION
 AA3079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3079+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3079
 AA3079  HISTORY     - Date     Condition        Report By
 AA3079  HISTORY     - 1993     MONUMENTED       ALHD
 AA3079  HISTORY     - 20010331 GOOD             NGS
 AA3079
 AA3079                          STATION DESCRIPTION
 AA3079
 AA3079'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3079'THE STATION IS IN MADISON COUNTY ON THE WEST RIGHT OF WAY OF PATTON
 AA3079'ROAD IN HUNTSVILLE. TO REACH THE STATION FROM THE SOUTH END OF THE
 AA3079'OVERPASS AT EXIT 17-A ON I-565, DRIVE SOUTH ON JORDAN LANE AND PATTON
 AA3079'ROAD FOR 1.20 MI (1.93 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA3079'27.8 FT (8.5 M) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 AA3079'PATTON ROAD, 135.3 FT (41.2 M) SOUTH OF A YIELD SIGN, 138.7 FT (42.3
 AA3079'M) SOUTH OF A YELLOW GAS LINE VENT AND MARKER, 150.7 FT (45.9 M) SOUTH
 AA3079'OF THE EAST POST OF A HUNTSVILLE SPORTS PLEX SIGN, 152.2 FT (46.4 M)
 AA3079'SOUTH OF THE WEST POST OF A HUNTSVILLE SPORTS PLEX SIGN, 3.0 FT (0.9
 AA3079'M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3079'STATION 45-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3079
 AA3079                          STATION RECOVERY (2001)
 AA3079
 AA3079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 AA3079'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3080 ***********************************************************************
 AA3080  DESIGNATION -  45 27
 AA3080  PID         -  AA3080
 AA3080  STATE/COUNTY-  AL/MADISON
 AA3080  USGS QUAD   -  MOONTOWN (1974)
 AA3080
 AA3080                         *CURRENT SURVEY CONTROL
 AA3080  ___________________________________________________________________
 AA3080* NAD 83(1992)-  34 40 41.93915(N)    086 29 36.12379(W)     ADJUSTED  
 AA3080* NAVD 88     -       193.0    (meters)     633.     (feet)  VERTCON   
 AA3080  ___________________________________________________________________
 AA3080  X           -     321,169.441 (meters)                     COMP
 AA3080  Y           -  -5,241,117.540 (meters)                     COMP
 AA3080  Z           -   3,608,670.060 (meters)                     COMP
 AA3080  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AA3080  ELLIP HEIGHT-         164.13  (meters)          (07/29/02) GPS OBS
 AA3080  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA3080
 AA3080  HORZ ORDER  -  FIRST
 AA3080  ELLP ORDER  -  FOURTH    CLASS I
 AA3080
 AA3080.The horizontal coordinates were established by GPS observations
 AA3080.and adjusted by the National Geodetic Survey in March 1995..
 AA3080
 AA3080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3080
 AA3080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3080
 AA3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3080
 AA3080.The ellipsoidal height was determined by GPS observations
 AA3080.and is referenced to NAD 83.
 AA3080
 AA3080.The geoid height was determined by GEOID03.
 AA3080
 AA3080;                    North         East     Units Scale Factor Converg.
 AA3080;SPC AL E     -   463,544.051   139,513.760   MT  1.00000508   -0 22 32.0
 AA3080;UTM  16      - 3,837,487.276   546,411.446   MT  0.99962655   +0 17 17.7
 AA3080
 AA3080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3080!SPC AL E     -   0.99997424  x   1.00000508  =   0.99997932
 AA3080!UTM  16      -   0.99997424  x   0.99962655  =   0.99960080
 AA3080
 AA3080                          SUPERSEDED SURVEY CONTROL
 AA3080
 AA3080  ELLIP H (03/30/95)  164.21   (m)                       GP(       ) 4 2
 AA3080  NGVD 29 (03/30/95)  193.0    (m)          633.     (f) GPS OBS        
 AA3080
 AA3080.Superseded values are not recommended for survey control.
 AA3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3080.See file dsdata.txt to determine how the superseded data were derived.
 AA3080
 AA3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4641137487(NAD 83)
 AA3080_MARKER: DD = SURVEY DISK
 AA3080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3080_SP_SET: CONCRETE POST
 AA3080_STAMPING: 45-27 1993
 AA3080_MARK LOGO: ALHD  
 AA3080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3080+STABILITY: SURFACE MOTION
 AA3080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3080+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3080
 AA3080  HISTORY     - Date     Condition        Report By
 AA3080  HISTORY     - 1993     MONUMENTED       ALHD
 AA3080
 AA3080                          STATION DESCRIPTION
 AA3080
 AA3080'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3080'THE STATION IS IN MADISON COUNTY ON THE NORTHEAST RIGHT OF WAY OF U.S.
 AA3080'431 ABOUT 6.40 MI (10.30 KM) EAST OF HUNTSVILLE AND ABOUT 11.15 MI
 AA3080'(17.94 KM) NORTH-NORTHWEST OF NEW HOPE. TO REACH THE STATION FROM THE
 AA3080'JUNCTION OF U.S. 231 AND U.S. 431 SOUTH (MILEPOST 317.88 ON U.S. 231
 AA3080'AND MILEPOST 341.45 ON U.S. 431) IN HUNTSVILLE, DRIVE EAST AND
 AA3080'SOUTHEAST ON U.S. 431 FOR 7.20 MI (11.59 KM) TO MILEPOST 334.25 AND
 AA3080'THE STATION ON THE LEFT IN FRONT OF BIG COVE MINI STORAGE. THE STATION
 AA3080'IS 2.4 FT (0.7 M) WEST-SOUTHWEST OF A SIX FOOT CHAIN LINK FENCE WITH
 AA3080'THREE STRANDS OF BARBED WIRE, 27.0 FT (8.2 M) NORTH-NORTHWEST OF THE
 AA3080'CENTER OF A SIX FOOT CHAIN LINK GATE LEADING TO AN ANTIQUE CAR SALES,
 AA3080'69.8 FT (21.3 M) EAST-NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND
 AA3080'LANES OF U.S. 431, 72.2 FT (22.0 M) NORTH-NORTHWEST OF THE SOUTHWEST
 AA3080'CORNER OF THE SIX FOOT CHAIN LINK FENCE, 79.9 FT (24.4 M)
 AA3080'SOUTH-SOUTHEAST OF THE CENTER OF A SIX FOOT CHAIN LINK GATE LEADING TO
 AA3080'BIG COVE MINI STORAGE, 2.8 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS
 AA3080'POST AND SET FLUSH WITH THE GROUND. STATION 45-28 1993 MAY BE USED AS
 AA3080'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3081 ***********************************************************************
 AA3081  DESIGNATION -  45 28
 AA3081  PID         -  AA3081
 AA3081  STATE/COUNTY-  AL/MADISON
 AA3081  USGS QUAD   -  MOONTOWN (1974)
 AA3081
 AA3081                         *CURRENT SURVEY CONTROL
 AA3081  ___________________________________________________________________
 AA3081* NAD 83(1992)-  34 41 00.14162(N)    086 29 48.98017(W)     ADJUSTED  
 AA3081* NAVD 88     -       192.4    (meters)     631.     (feet)  VERTCON   
 AA3081  ___________________________________________________________________
 AA3081  X           -     320,823.233 (meters)                     COMP
 AA3081  Y           -  -5,240,818.490 (meters)                     COMP
 AA3081  Z           -   3,609,130.995 (meters)                     COMP
 AA3081  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 AA3081  ELLIP HEIGHT-         163.54  (meters)          (07/29/02) GPS OBS
 AA3081  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AA3081
 AA3081  HORZ ORDER  -  FIRST
 AA3081  ELLP ORDER  -  FOURTH    CLASS I
 AA3081
 AA3081.The horizontal coordinates were established by GPS observations
 AA3081.and adjusted by the National Geodetic Survey in March 1995..
 AA3081
 AA3081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3081
 AA3081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3081
 AA3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3081
 AA3081.The ellipsoidal height was determined by GPS observations
 AA3081.and is referenced to NAD 83.
 AA3081
 AA3081.The geoid height was determined by GEOID03.
 AA3081
 AA3081;                    North         East     Units Scale Factor Converg.
 AA3081;SPC AL E     -   464,107.105   139,190.181   MT  1.00000556   -0 22 39.5
 AA3081;UTM  16      - 3,838,046.332   546,081.491   MT  0.99962617   +0 17 10.6
 AA3081
 AA3081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3081!SPC AL E     -   0.99997433  x   1.00000556  =   0.99997989
 AA3081!UTM  16      -   0.99997433  x   0.99962617  =   0.99960051
 AA3081
 AA3081                          SUPERSEDED SURVEY CONTROL
 AA3081
 AA3081  ELLIP H (03/30/95)  163.62   (m)                       GP(       ) 4 2
 AA3081  NGVD 29 (03/30/95)  192.4    (m)          631.     (f) GPS OBS        
 AA3081
 AA3081.Superseded values are not recommended for survey control.
 AA3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3081.See file dsdata.txt to determine how the superseded data were derived.
 AA3081
 AA3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4608138046(NAD 83)
 AA3081_MARKER: DD = SURVEY DISK
 AA3081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3081_SP_SET: CONCRETE POST
 AA3081_STAMPING: 45-28 1993
 AA3081_MARK LOGO: ALHD  
 AA3081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3081+STABILITY: SURFACE MOTION
 AA3081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3081+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3081
 AA3081  HISTORY     - Date     Condition        Report By
 AA3081  HISTORY     - 1993     MONUMENTED       ALHD
 AA3081
 AA3081                          STATION DESCRIPTION
 AA3081
 AA3081'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3081'THE STATION IS IN MADISON COUNTY ON THE SOUTHWEST RIGHT OF WAY OF U.S.
 AA3081'431 ABOUT 6.05 MI (9.74 KM) EAST OF HUNTSVILLE AND ABOUT 11.55 MI
 AA3081'(18.59 KM) NORTH-NORTHWEST OF NEW HOPE. TO REACH THE STATION FROM THE
 AA3081'JUNCTION OF U.S. 231 AND U.S. 431 SOUTH (MILEPOST 317.88 ON U.S. 231
 AA3081'AND MILEPOST 341.45 ON U.S. 431) IN HUNTSVILLE, DRIVE EAST AND
 AA3081'SOUTHEAST ON U.S. 431 FOR 6.80 MI (10.94 KM) TO MILEPOST 334.65 AND
 AA3081'THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST OF A HOG
 AA3081'WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 73.1
 AA3081'FT (22.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 AA3081'OF U.S. 431, 114.7 FT (35.0 M) SOUTH-SOUTHEAST OF A JUNCTION CONCRETE
 AA3081'POWER POLE, 174.5 FT (53.2 M) NORTH-NORTHWEST OF A WELCOME SIGN BY BIG
 AA3081'COVE HOMEMAKERS CLUB, 191.0 FT (58.2 M) NORTH-NORTHWEST OF A JUNCTION
 AA3081'POWER AND CABLE POLE, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST
 AA3081'AND SET FLUSH WITH THE GROUND. STATION 45-27 1993 MAY BE USED AS AN
 AA3081'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3082 ***********************************************************************
 AA3082  DESIGNATION -  45 29
 AA3082  PID         -  AA3082
 AA3082  STATE/COUNTY-  AL/MADISON
 AA3082  USGS QUAD   -  MOONTOWN (1974)
 AA3082
 AA3082                         *CURRENT SURVEY CONTROL
 AA3082  ___________________________________________________________________
 AA3082* NAD 83(1992)-  34 41 48.27261(N)    086 24 16.08070(W)     ADJUSTED  
 AA3082* NAVD 88     -       186.7    (meters)     613.     (feet)  VERTCON   
 AA3082  ___________________________________________________________________
 AA3082  X           -     329,227.953 (meters)                     COMP
 AA3082  Y           -  -5,239,446.654 (meters)                     COMP
 AA3082  Z           -   3,610,347.266 (meters)                     COMP
 AA3082  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 AA3082  ELLIP HEIGHT-         157.77  (meters)          (07/29/02) GPS OBS
 AA3082  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AA3082
 AA3082  HORZ ORDER  -  FIRST
 AA3082  ELLP ORDER  -  FOURTH    CLASS I
 AA3082
 AA3082.The horizontal coordinates were established by GPS observations
 AA3082.and adjusted by the National Geodetic Survey in March 1995..
 AA3082
 AA3082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3082
 AA3082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3082
 AA3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3082
 AA3082.The ellipsoidal height was determined by GPS observations
 AA3082.and is referenced to NAD 83.
 AA3082
 AA3082.The geoid height was determined by GEOID03.
 AA3082
 AA3082;                    North         East     Units Scale Factor Converg.
 AA3082;SPC AL E     -   465,538.282   147,672.427   MT  0.99999374   -0 19 30.4
 AA3082;UTM  16      - 3,839,575.149   554,543.464   MT  0.99963667   +0 20 20.4
 AA3082
 AA3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3082!SPC AL E     -   0.99997524  x   0.99999374  =   0.99996898
 AA3082!UTM  16      -   0.99997524  x   0.99963667  =   0.99961191
 AA3082
 AA3082:                Primary Azimuth Mark                     Grid Az
 AA3082:SPC AL E     -  45 30                                    091 16 57.1
 AA3082:UTM  16      -  45 30                                    090 37 06.3
 AA3082
 AA3082|---------------------------------------------------------------------|
 AA3082| PID    Reference Object                     Distance      Geod. Az  |
 AA3082|                                                           dddmmss.s |
 AA3082| AA3083 45 30                               APPROX. 0.5 KM 0905726.7 |
 AA3082|---------------------------------------------------------------------|
 AA3082
 AA3082                          SUPERSEDED SURVEY CONTROL
 AA3082
 AA3082  ELLIP H (03/30/95)  157.86   (m)                       GP(       ) 4 2
 AA3082  NGVD 29 (03/30/95)  186.7    (m)          613.     (f) GPS OBS        
 AA3082
 AA3082.Superseded values are not recommended for survey control.
 AA3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3082.See file dsdata.txt to determine how the superseded data were derived.
 AA3082
 AA3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5454339575(NAD 83)
 AA3082_MARKER: DD = SURVEY DISK
 AA3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3082_SP_SET: CONCRETE POST
 AA3082_STAMPING: 45-29 1993
 AA3082_MARK LOGO: ALHD  
 AA3082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3082+STABILITY: SURFACE MOTION
 AA3082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3082+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 AA3082
 AA3082  HISTORY     - Date     Condition        Report By
 AA3082  HISTORY     - 1993     MONUMENTED       ALHD
 AA3082  HISTORY     - 19950601 GOOD             ALHD
 AA3082
 AA3082                          STATION DESCRIPTION
 AA3082
 AA3082'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3082'THE STATION IS IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA3082'COUNTY ROAD ABOUT 10.55 MI (16.98 KM) EAST OF HUNTSVILLE AND ABOUT
 AA3082'1.85 MI (2.98 KM) WEST OF GURLEY. TO REACH THE STATION FROM THE
 AA3082'JUNCTION OF U.S. 431 AND U.S. 72 EAST (MILEPOST 344.66 ON U.S. 431 AND
 AA3082'MILEPOST 99.00 ON U.S. 72) IN HUNTSVILLE, DRIVE EAST, NORTHEAST, AND
 AA3082'SOUTHEAST ON U.S. 72 FOR 13.20 MI (21.24 KM) TO MILEPOST 112.20 AND A
 AA3082'PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA3082'SOUTH FOR 0.50 MI (0.80 KM) TO A CROSSROADS WITH A PAVED COUNTY ROAD
 AA3082'LEFT AND RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR
 AA3082'0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT. THE STATION IS 18.0 FT
 AA3082'(5.5 M) EAST OF A TELEPHONE CABLE PEDESTAL, 22.4 FT (6.8 M) NORTH OF
 AA3082'THE CENTERLINE OF THE PAVED COUNTY ROAD, 88.2 FT (26.9 M) NORTHWEST OF
 AA3082'A POWER AND CABLE POLE ACROSS THE ROAD, 160.9 FT (49.0 M) WEST OF A
 AA3082'WHITE METAL MAILBOX ON A FOUR BY FOUR WOOD POST, 1.7 FT (0.5 M) SOUTH
 AA3082'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA3082'45-30 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3082
 AA3082                          STATION RECOVERY (1995)
 AA3082
 AA3082'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLD)
 AA3082'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1731 ***********************************************************************
 EF1731  DESIGNATION -  45 3
 EF1731  PID         -  EF1731
 EF1731  STATE/COUNTY-  AL/MADISON
 EF1731  USGS QUAD   -  JEFF (1982)
 EF1731
 EF1731                         *CURRENT SURVEY CONTROL
 EF1731  ___________________________________________________________________
 EF1731* NAD 83(1992)-  34 48 56.71275(N)    086 42 20.18645(W)     ADJUSTED  
 EF1731* NAVD 88     -       235.6    (meters)     773.     (feet)  VERTCON   
 EF1731  ___________________________________________________________________
 EF1731  X           -     301,255.355 (meters)                     COMP
 EF1731  Y           -  -5,233,630.798 (meters)                     COMP
 EF1731  Z           -   3,621,222.845 (meters)                     COMP
 EF1731  LAPLACE CORR-          -4.29  (seconds)                    DEFLEC99
 EF1731  ELLIP HEIGHT-         207.21  (meters)          (07/29/02) GPS OBS
 EF1731  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 EF1731
 EF1731  HORZ ORDER  -  FIRST
 EF1731  ELLP ORDER  -  FOURTH    CLASS I
 EF1731
 EF1731.The horizontal coordinates were established by GPS observations
 EF1731.and adjusted by the National Geodetic Survey in December 1992..
 EF1731
 EF1731.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1731.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1731
 EF1731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1731
 EF1731.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1731
 EF1731.The ellipsoidal height was determined by GPS observations
 EF1731.and is referenced to NAD 83.
 EF1731
 EF1731.The geoid height was determined by GEOID03.
 EF1731
 EF1731;                    North         East     Units Scale Factor Converg.
 EF1731;SPC AL E     -   478,938.773   120,195.736   MT  1.00003847   -0 29 53.0
 EF1731;UTM  16      - 3,852,650.635   526,923.935   MT  0.99960893   +0 10 05.1
 EF1731
 EF1731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1731!SPC AL E     -   0.99996748  x   1.00003847  =   1.00000594
 EF1731!UTM  16      -   0.99996748  x   0.99960893  =   0.99957642
 EF1731
 EF1731                          SUPERSEDED SURVEY CONTROL
 EF1731
 EF1731  ELLIP H (12/04/92)  207.30   (m)                       GP(       ) 4 1
 EF1731  NAD 83(1992)-  34 48 56.71782(N)    086 42 20.18318(W) AD(       ) 1
 EF1731  NGVD 29 (12/04/92)  235.5    (m)          773.     (f) GPS OBS        
 EF1731
 EF1731.Superseded values are not recommended for survey control.
 EF1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1731.See file dsdata.txt to determine how the superseded data were derived.
 EF1731
 EF1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2692452651(NAD 83)
 EF1731_MARKER: DD = SURVEY DISK
 EF1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1731_SP_SET: CONCRETE POST
 EF1731_STAMPING: 45-3 1990
 EF1731_MARK LOGO: ALHD  
 EF1731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1731+STABILITY: SURFACE MOTION
 EF1731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1731+SATELLITE: SATELLITE OBSERVATIONS - April 30, 2005
 EF1731
 EF1731  HISTORY     - Date     Condition        Report By
 EF1731  HISTORY     - 1990     MONUMENTED       ALHD
 EF1731  HISTORY     - 19910725 GOOD             ALHD
 EF1731  HISTORY     - 19920130 GOOD
 EF1731  HISTORY     - 20050430 GOOD             INDIV
 EF1731
 EF1731                          STATION DESCRIPTION
 EF1731
 EF1731'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1731'THE STATION IS LOCATED IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1731'KELLY SPRINGS ROAD, ABOUT 14.16 KM (8.80 MI) NORTH - NORTHEAST OF
 EF1731'MADISON AND ABOUT 14.16 KM (8.80 MI) NORTHWEST OF HUNTSVILLE.
 EF1731'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND WALL - TRIANA
 EF1731'HIGHWAY AT A TRAFFIC LIGHT, MILE POST 88.40 ON U. S. 72, DRIVE NORTH
 EF1731'ON WALL - TRIANA HIGHWAY 6.36 KM (3.95 MI) TO A PAVED CROSS ROAD WITH
 EF1731'NICK DAVIS ROAD LEFT AND RIGHT, TURN RIGHT ON NICK DAVIS ROAD AND
 EF1731'DRIVE EAST 3.30 KM (2.05 MI) TO A T INTERSECTION WITH JEFF ROAD LEFT
 EF1731'AND RIGHT, TURN LEFT ON JEFF ROAD AND DRIVE NORTH 0.80 KM (0.50 MI)
 EF1731'TO KELLY SPRINGS ROAD ON THE RIGHT, TURN RIGHT ON KELLY SPRINGS ROAD
 EF1731'AND DRIVE EAST 0.72 KM (0.45 MI) TO THE STATION ON THE LEFT.
 EF1731'THE STATION IS 11.03 M (36.19 FT) NORTH OF THE CENTERLINE OF KELLY
 EF1731'SPRINGS ROAD, 19.72 M (64.70 FT) NORTH - NORTHWEST OF THE WEST END OF
 EF1731'A 15 INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY ACROSS KELLY SPRINGS
 EF1731'ROAD, 37.34 M (122.51 FT) EAST OF A POWER POLE, 39.01 M (127.99 FT)
 EF1731'WEST OF A POWER POLE AND TELEPHONE CABLE PEDESTAL NO. P 12 KS, 0.61 M
 EF1731'(2.00 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1731'GROUND.
 EF1731'TRIANGULATION STATION CAPSHAW 3 1934 - 1971 MAY BE USED AS AN AZIMUTH
 EF1731'FOR THIS STATION.
 EF1731
 EF1731                          STATION RECOVERY (1991)
 EF1731
 EF1731'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1731'THE STATION IS LOCATED IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1731'KELLY SPRINGS ROAD, ABOUT 14.16 KM (8.80 MI) NORTH-NORTHEAST OF
 EF1731'MADISON AND ABOUT 14.16 KM (8.80 MI) NORTHWEST OF HUNTSVILLE.
 EF1731'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND WALL-TRIANA
 EF1731'HIGHWAY AT A TRAFFIC LIGHT ON THE NORTH SIDE OF MADISON, MILE POST
 EF1731'88.40 ON U.S. 72, DRIVE NORTH ON WALL-TRIANA HIGHWAY FOR 6.36 KM
 EF1731'(3.95 MI) TO A PAVED CROSS ROAD WITH NICK DAVIS ROAD LEFT AND RIGHT,
 EF1731'TURN RIGHT ON NICK DAVIS ROAD AND DRIVE EAST FOR 3.30 KM (2.05 MI) TO
 EF1731'A T-INTERSECTION WITH JEFF ROAD LEFT AND RIGHT, TURN LEFT ON JEFF
 EF1731'ROAD AND DRIVE NORTH FOR 0.80 KM (0.50 MI) TO KELLY SPRINGS ROAD ON
 EF1731'THE RIGHT, TURN RIGHT ON KELLY SPRINGS ROAD AND DRIVE EAST FOR 0.72
 EF1731'KM (0.45 MI) TO THE STATION ON THE LEFT.
 EF1731'THE STATION IS 11.03 M (36.19 FT) NORTH OF THE CENTERLINE OF KELLY
 EF1731'SPRINGS ROAD, 19.72 M (64.70 FT) NORTH-NORTHWEST OF THE WEST END OF A
 EF1731'15-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY ACROSS KELLY SPRINGS
 EF1731'ROAD, 37.34 M (122.51 FT) EAST OF A POWER POLE, 39.01 M (127.99 FT)
 EF1731'WEST OF A POWER POLE AND TELEPHONE CABLE PEDESTAL NO. P 12 KS, 0.61 M
 EF1731'(2.00 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1731'GROUND.
 EF1731'TRIANGULATION STATION CAPSHAW 3 1934 1971 MAY BE USED AS AN AZIMUTH
 EF1731'FOR THIS STATION.
 EF1731
 EF1731                          STATION RECOVERY (1992)
 EF1731
 EF1731'RECOVERED 1992
 EF1731'RECOVERED IN GOOD CONDITION.
 EF1731
 EF1731                          STATION RECOVERY (2005)
 EF1731
 EF1731'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RSE)
 EF1731'PLACARD MISSING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3083 ***********************************************************************
 AA3083  DESIGNATION -  45 30
 AA3083  PID         -  AA3083
 AA3083  STATE/COUNTY-  AL/MADISON
 AA3083  USGS QUAD   -  MOONTOWN (1974)
 AA3083
 AA3083                         *CURRENT SURVEY CONTROL
 AA3083  ___________________________________________________________________
 AA3083* NAD 83(1992)-  34 41 47.99577(N)    086 23 56.05635(W)     ADJUSTED  
 AA3083* NAVD 88     -       187.0    (meters)     614.     (feet)  VERTCON   
 AA3083  ___________________________________________________________________
 AA3083  X           -     329,736.922 (meters)                     COMP
 AA3083  Y           -  -5,239,419.768 (meters)                     COMP
 AA3083  Z           -   3,610,340.429 (meters)                     COMP
 AA3083  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AA3083  ELLIP HEIGHT-         158.08  (meters)          (07/29/02) GPS OBS
 AA3083  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AA3083
 AA3083  HORZ ORDER  -  FIRST
 AA3083  ELLP ORDER  -  FOURTH    CLASS I
 AA3083
 AA3083.The horizontal coordinates were established by GPS observations
 AA3083.and adjusted by the National Geodetic Survey in March 1995..
 AA3083
 AA3083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3083
 AA3083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3083
 AA3083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3083
 AA3083.The ellipsoidal height was determined by GPS observations
 AA3083.and is referenced to NAD 83.
 AA3083
 AA3083.The geoid height was determined by GEOID03.
 AA3083
 AA3083;                    North         East     Units Scale Factor Converg.
 AA3083;SPC AL E     -   465,526.873   148,182.007   MT  0.99999308   -0 19 19.0
 AA3083;UTM  16      - 3,839,569.650   555,052.961   MT  0.99963736   +0 20 31.8
 AA3083
 AA3083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3083!SPC AL E     -   0.99997519  x   0.99999308  =   0.99996827
 AA3083!UTM  16      -   0.99997519  x   0.99963736  =   0.99961256
 AA3083
 AA3083:                Primary Azimuth Mark                     Grid Az
 AA3083:SPC AL E     -  45 29                                    271 16 57.1
 AA3083:UTM  16      -  45 29                                    270 37 06.3
 AA3083
 AA3083|---------------------------------------------------------------------|
 AA3083| PID    Reference Object                     Distance      Geod. Az  |
 AA3083|                                                           dddmmss.s |
 AA3083| AA3082 45 29                               APPROX. 0.5 KM 2705738.1 |
 AA3083|---------------------------------------------------------------------|
 AA3083
 AA3083                          SUPERSEDED SURVEY CONTROL
 AA3083
 AA3083  ELLIP H (03/30/95)  158.17   (m)                       GP(       ) 4 2
 AA3083  NGVD 29 (03/30/95)  187.0    (m)          614.     (f) GPS OBS        
 AA3083
 AA3083.Superseded values are not recommended for survey control.
 AA3083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3083.See file dsdata.txt to determine how the superseded data were derived.
 AA3083
 AA3083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5505339570(NAD 83)
 AA3083_MARKER: DD = SURVEY DISK
 AA3083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3083_SP_SET: CONCRETE POST
 AA3083_STAMPING: 45-30 1993
 AA3083_MARK LOGO: ALHD  
 AA3083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3083+STABILITY: SURFACE MOTION
 AA3083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3083+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3083
 AA3083  HISTORY     - Date     Condition        Report By
 AA3083  HISTORY     - 1993     MONUMENTED       ALHD
 AA3083
 AA3083                          STATION DESCRIPTION
 AA3083
 AA3083'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3083'THE STATION IS IN MADISON COUNTY ON THE SOUTH RIGHT OF WAY OF A PAVED
 AA3083'COUNTY ROAD ABOUT 10.90 MI (17.54 KM) EAST OF HUNTSVILLE AND ABOUT
 AA3083'1.50 MI (2.41 KM) WEST OF GURLEY. TO REACH THE STATION FROM THE
 AA3083'JUNCTION OF U.S. 431 AND U.S. 72 EAST (MILEPOST 344.66 ON U.S. 431 AND
 AA3083'MILEPOST 99.00 ON U.S. 72) IN HUNTSVILLE, DRIVE EAST, NORTHEAST, AND
 AA3083'SOUTHEAST ON U.S. 72 FOR 13.20 MI (21.24 KM) TO MILEPOST 112.20 AND A
 AA3083'PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA3083'SOUTH FOR 0.50 MI (0.80 KM) TO A CROSSROADS WITH A PAVED COUNTY ROAD
 AA3083'LEFT AND RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR
 AA3083'0.20 MI (0.32 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA3083'(0.9 M) NORTH OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON
 AA3083'GREEN METAL POSTS WITH WHITE TOPS, 35.3 FT (10.8 M) SOUTH OF THE
 AA3083'CENTERLINE OF THE PAVED COUNTY ROAD, 111.0 FT (33.8 M) WEST OF A POWER
 AA3083'POLE, 3.2 FT (1.0 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH
 AA3083'WITH THE GROUND. STATION 45-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3083'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3084 ***********************************************************************
 AA3084  DESIGNATION -  45 31
 AA3084  PID         -  AA3084
 AA3084  STATE/COUNTY-  AL/MADISON
 AA3084  USGS QUAD   -  JEFF (1982)
 AA3084
 AA3084                         *CURRENT SURVEY CONTROL
 AA3084  ___________________________________________________________________
 AA3084* NAD 83(1992)-  34 45 04.85834(N)    086 42 04.68735(W)     ADJUSTED  
 AA3084* NAVD 88     -       210.9    (meters)     692.     (feet)  VERTCON   
 AA3084  ___________________________________________________________________
 AA3084  X           -     301,881.992 (meters)                     COMP
 AA3084  Y           -  -5,237,657.185 (meters)                     COMP
 AA3084  Z           -   3,615,340.482 (meters)                     COMP
 AA3084  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 AA3084  ELLIP HEIGHT-         182.50  (meters)          (07/29/02) GPS OBS
 AA3084  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA3084
 AA3084  HORZ ORDER  -  FIRST
 AA3084  ELLP ORDER  -  FOURTH    CLASS I
 AA3084
 AA3084.The horizontal coordinates were established by GPS observations
 AA3084.and adjusted by the National Geodetic Survey in March 1995..
 AA3084
 AA3084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3084
 AA3084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3084
 AA3084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3084
 AA3084.The ellipsoidal height was determined by GPS observations
 AA3084.and is referenced to NAD 83.
 AA3084
 AA3084.The geoid height was determined by GEOID03.
 AA3084
 AA3084;                    North         East     Units Scale Factor Converg.
 AA3084;SPC AL E     -   471,790.592   120,527.888   MT  1.00003781   -0 29 41.2
 AA3084;UTM  16      - 3,845,509.860   527,338.922   MT  0.99960921   +0 10 12.9
 AA3084
 AA3084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3084!SPC AL E     -   0.99997135  x   1.00003781  =   1.00000916
 AA3084!UTM  16      -   0.99997135  x   0.99960921  =   0.99958057
 AA3084
 AA3084                          SUPERSEDED SURVEY CONTROL
 AA3084
 AA3084  ELLIP H (03/30/95)  182.58   (m)                       GP(       ) 4 2
 AA3084  NGVD 29 (03/30/95)  210.9    (m)          692.     (f) GPS OBS        
 AA3084
 AA3084.Superseded values are not recommended for survey control.
 AA3084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3084.See file dsdata.txt to determine how the superseded data were derived.
 AA3084
 AA3084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2733945510(NAD 83)
 AA3084_MARKER: DD = SURVEY DISK
 AA3084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3084_SP_SET: CONCRETE POST
 AA3084_STAMPING: 45-31 1993
 AA3084_MARK LOGO: ALHD  
 AA3084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3084+STABILITY: SURFACE MOTION
 AA3084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3084+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3084
 AA3084  HISTORY     - Date     Condition        Report By
 AA3084  HISTORY     - 1993     MONUMENTED       ALHD
 AA3084
 AA3084                          STATION DESCRIPTION
 AA3084
 AA3084'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3084'THE STATION IS IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF U.S. 72
 AA3084'ABOUT 6.65 MI (10.70 KM) WEST OF HUNTSVILLE AND ABOUT 4.95 MI (7.97
 AA3084'KM) NORTHEAST OF MADISON. TO REACH THE STATION FROM THE JUNCTION OF AL
 AA3084'53 AND U.S. 72 (MILEPOST 320.64 ON AL 53 AND MILEPOST 95.66 ON U.S.
 AA3084'72) IN HUNTSVILLE, DRIVE WEST ON U.S. 72 FOR 4.40 MI (7.08 KM) TO
 AA3084'MILEPOST 91.25 AND THE STATION ON THE RIGHT. THE STATION IS 9.0 FT
 AA3084'(2.7 M) SOUTH OF A ROW OF SHRUBBERY RUNNING PARALLEL WITH U.S. 72,
 AA3084'39.2 FT (11.9 M) EAST OF THE CENTER OF A THIRTY-INCH MANHOLE COVER,
 AA3084'42.9 FT (13.1 M) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF
 AA3084'U.S. 72, 125.4 FT (38.2 M) WEST OF THE SOUTHWEST POST OF A HUNTSVILLE
 AA3084'MEMORY GARDENS ENTRANCE SIGN, 127.2 FT (38.8 M) WEST OF THE NORTHEAST
 AA3084'POST OF A HUNTSVILLE MEMORY GARDENS ENTRANCE SIGN, 9.9 FT (3.0 M)
 AA3084'SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3084'STATION 45-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3085 ***********************************************************************
 AA3085  DESIGNATION -  45 32
 AA3085  PID         -  AA3085
 AA3085  STATE/COUNTY-  AL/MADISON
 AA3085  USGS QUAD   -  MADISON (1991)
 AA3085
 AA3085                         *CURRENT SURVEY CONTROL
 AA3085  ___________________________________________________________________
 AA3085* NAD 83(1992)-  34 44 55.06184(N)    086 41 31.62203(W)     ADJUSTED  
 AA3085* NAVD 88     -       214.5    (meters)     704.     (feet)  VERTCON   
 AA3085  ___________________________________________________________________
 AA3085  X           -     302,731.709 (meters)                     COMP
 AA3085  Y           -  -5,237,783.420 (meters)                     COMP
 AA3085  Z           -   3,615,094.450 (meters)                     COMP
 AA3085  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 AA3085  ELLIP HEIGHT-         186.04  (meters)          (07/29/02) GPS OBS
 AA3085  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 AA3085
 AA3085  HORZ ORDER  -  FIRST
 AA3085  ELLP ORDER  -  FOURTH    CLASS I
 AA3085
 AA3085.The horizontal coordinates were established by GPS observations
 AA3085.and adjusted by the National Geodetic Survey in March 1995..
 AA3085
 AA3085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3085
 AA3085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3085
 AA3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3085
 AA3085.The ellipsoidal height was determined by GPS observations
 AA3085.and is referenced to NAD 83.
 AA3085
 AA3085.The geoid height was determined by GEOID03.
 AA3085
 AA3085;                    North         East     Units Scale Factor Converg.
 AA3085;SPC AL E     -   471,481.483   121,366.302   MT  1.00003618   -0 29 22.2
 AA3085;UTM  16      - 3,845,210.631   528,180.507   MT  0.99960979   +0 10 31.8
 AA3085
 AA3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3085!SPC AL E     -   0.99997080  x   1.00003618  =   1.00000698
 AA3085!UTM  16      -   0.99997080  x   0.99960979  =   0.99958060
 AA3085
 AA3085                          SUPERSEDED SURVEY CONTROL
 AA3085
 AA3085  ELLIP H (03/30/95)  186.12   (m)                       GP(       ) 4 2
 AA3085  NGVD 29 (03/30/95)  214.5    (m)          704.     (f) GPS OBS        
 AA3085
 AA3085.Superseded values are not recommended for survey control.
 AA3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3085.See file dsdata.txt to determine how the superseded data were derived.
 AA3085
 AA3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2818145211(NAD 83)
 AA3085_MARKER: DD = SURVEY DISK
 AA3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3085_SP_SET: CONCRETE POST
 AA3085_STAMPING: 45-32 1993
 AA3085_MARK LOGO: ALHD  
 AA3085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3085+STABILITY: SURFACE MOTION
 AA3085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3085+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3085
 AA3085  HISTORY     - Date     Condition        Report By
 AA3085  HISTORY     - 1993     MONUMENTED       ALHD
 AA3085
 AA3085                          STATION DESCRIPTION
 AA3085
 AA3085'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3085'THE STATION IS IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF U.S. 72
 AA3085'ABOUT 6.10 MI (9.82 KM) WEST OF HUNTSVILLE AND ABOUT 5.10 MI (8.21 KM)
 AA3085'NORTHEAST OF MADISON. TO REACH THE STATION FROM THE JUNCTION OF AL 53
 AA3085'AND U.S. 72 (MILEPOST 320.64 ON AL 53 AND MILEPOST 95.66 ON U.S. 72)
 AA3085'IN HUNTSVILLE, DRIVE WEST ON U.S. 72 FOR 3.85 MI (6.20 KM) TO MILEPOST
 AA3085'91.80 AND THE STATION ON THE RIGHT. THE STATION IS 41.0 FT (12.5 M)
 AA3085'SOUTHEAST OF THE SOUTH POST OF AN AVERBUCH REALTY SIGN, 44.8 FT (13.7
 AA3085'M) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S. 72, 45.3 FT
 AA3085'(13.8 M) SOUTHEAST OF THE WEST POST OF AN AVERBUCH REALTY SIGN, 99.0
 AA3085'FT (30.2 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 156.6 FT (47.7 M)
 AA3085'WEST-NORTHWEST OF A GRAPHIC TRAFFIC SIGNAL AHEAD SIGN, 2.4 FT (0.7 M)
 AA3085'SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3085'STATION 45-31 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3086 ***********************************************************************
 AA3086  DESIGNATION -  45 33
 AA3086  PID         -  AA3086
 AA3086  STATE/COUNTY-  AL/MADISON
 AA3086  USGS QUAD   -  MERIDIANVILLE (1982)
 AA3086
 AA3086                         *CURRENT SURVEY CONTROL
 AA3086  ___________________________________________________________________
 AA3086* NAD 83(1992)-  34 49 45.66814(N)    086 36 17.82096(W)     ADJUSTED  
 AA3086* NAVD 88     -       241.5    (meters)     792.     (feet)  VERTCON   
 AA3086  ___________________________________________________________________
 AA3086  X           -     310,398.575 (meters)                     COMP
 AA3086  Y           -  -5,232,238.179 (meters)                     COMP
 AA3086  Z           -   3,622,464.603 (meters)                     COMP
 AA3086  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 AA3086  ELLIP HEIGHT-         212.93  (meters)          (07/29/02) GPS OBS
 AA3086  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AA3086
 AA3086  HORZ ORDER  -  FIRST
 AA3086  ELLP ORDER  -  FOURTH    CLASS I
 AA3086
 AA3086.The horizontal coordinates were established by GPS observations
 AA3086.and adjusted by the National Geodetic Survey in March 1995..
 AA3086
 AA3086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3086
 AA3086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3086
 AA3086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3086
 AA3086.The ellipsoidal height was determined by GPS observations
 AA3086.and is referenced to NAD 83.
 AA3086
 AA3086.The geoid height was determined by GEOID03.
 AA3086
 AA3086;                    North         East     Units Scale Factor Converg.
 AA3086;SPC AL E     -   480,371.932   129,416.653   MT  1.00002138   -0 26 26.6
 AA3086;UTM  16      - 3,854,190.272   536,123.722   MT  0.99961608   +0 13 32.3
 AA3086
 AA3086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3086!SPC AL E     -   0.99996658  x   1.00002138  =   0.99998796
 AA3086!UTM  16      -   0.99996658  x   0.99961608  =   0.99958267
 AA3086
 AA3086:                Primary Azimuth Mark                     Grid Az
 AA3086:SPC AL E     -  45 34                                    088 34 01.9
 AA3086:UTM  16      -  45 34                                    087 54 03.0
 AA3086
 AA3086|---------------------------------------------------------------------|
 AA3086| PID    Reference Object                     Distance      Geod. Az  |
 AA3086|                                                           dddmmss.s |
 AA3086| AA3087 45 34                               435.736 METERS 0880735.3 |
 AA3086|---------------------------------------------------------------------|
 AA3086
 AA3086                          SUPERSEDED SURVEY CONTROL
 AA3086
 AA3086  ELLIP H (03/30/95)  213.01   (m)                       GP(       ) 4 2
 AA3086  NGVD 29 (03/30/95)  241.4    (m)          792.     (f) GPS OBS        
 AA3086
 AA3086.Superseded values are not recommended for survey control.
 AA3086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3086.See file dsdata.txt to determine how the superseded data were derived.
 AA3086
 AA3086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3612454190(NAD 83)
 AA3086_MARKER: DD = SURVEY DISK
 AA3086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3086_SP_SET: CONCRETE POST
 AA3086_STAMPING: 45-33 1993
 AA3086_MARK LOGO: ALHD  
 AA3086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3086+STABILITY: SURFACE MOTION
 AA3086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3086+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3086
 AA3086  HISTORY     - Date     Condition        Report By
 AA3086  HISTORY     - 1993     MONUMENTED       ALHD
 AA3086
 AA3086                          STATION DESCRIPTION
 AA3086
 AA3086'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3086'THE STATION IS IN MADISON COUNTY ON THE SOUTH RIGHT OF WAY OF A PAVED
 AA3086'COUNTY ROAD IN HUNTSVILLE. TO REACH THE STATION FROM THE JUNCTION OF
 AA3086'U.S. 431 AND U.S. 72 EAST (MILEPOST 344.66 ON U.S. 431 AND MILEPOST
 AA3086'99.00 ON U.S. 72) IN HUNTSVILLE, DRIVE NORTH ON U.S. 431 (MEMORIAL
 AA3086'PARKWAY) FOR 4.75 MI (7.64 KM) TO MILEPOST 349.40 AND A PAVED COUNTY
 AA3086'ROAD LEFT AND RIGHT. TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE WEST
 AA3086'FOR 1.90 MI (3.06 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0
 AA3086'FT (0.9 M) NORTH OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA3086'TREATED WOOD POSTS, 30.6 FT (9.3 M) SOUTH OF THE CENTERLINE OF THE
 AA3086'PAVED COUNTY ROAD, 37.0 FT (11.3 M) EAST OF TELEPHONE CABLE PEDESTAL
 AA3086'25, 37.0 FT (11.3 M) EAST OF AN UNDERGROUND CABLE WARNING SIGN, 128.2
 AA3086'FT (39.1 M) EAST-SOUTHEAST OF A POWER POLE ACROSS THE ROAD, 130.2 FT
 AA3086'(39.7 M) WEST-SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 2.6 FT (0.8
 AA3086'M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3086'STATION 45-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3087 ***********************************************************************
 AA3087  DESIGNATION -  45 34
 AA3087  PID         -  AA3087
 AA3087  STATE/COUNTY-  AL/MADISON
 AA3087  USGS QUAD   -  MERIDIANVILLE (1982)
 AA3087
 AA3087                         *CURRENT SURVEY CONTROL
 AA3087  ___________________________________________________________________
 AA3087* NAD 83(1992)-  34 49 46.13009(N)    086 36 00.68213(W)     ADJUSTED  
 AA3087* NAVD 88     -       231.1    (meters)     758.     (feet)  VERTCON   
 AA3087  ___________________________________________________________________
 AA3087  X           -     310,832.339 (meters)                     COMP
 AA3087  Y           -  -5,232,195.723 (meters)                     COMP
 AA3087  Z           -   3,622,470.343 (meters)                     COMP
 AA3087  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 AA3087  ELLIP HEIGHT-         202.52  (meters)          (07/29/02) GPS OBS
 AA3087  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AA3087
 AA3087  HORZ ORDER  -  FIRST
 AA3087  ELLP ORDER  -  FOURTH    CLASS I
 AA3087
 AA3087.The horizontal coordinates were established by GPS observations
 AA3087.and adjusted by the National Geodetic Survey in March 1995..
 AA3087
 AA3087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3087
 AA3087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3087
 AA3087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3087
 AA3087.The ellipsoidal height was determined by GPS observations
 AA3087.and is referenced to NAD 83.
 AA3087
 AA3087.The geoid height was determined by GEOID03.
 AA3087
 AA3087;                    North         East     Units Scale Factor Converg.
 AA3087;SPC AL E     -   480,382.827   129,852.262   MT  1.00002062   -0 26 16.8
 AA3087;UTM  16      - 3,854,206.227   536,558.999   MT  0.99961647   +0 13 42.1
 AA3087
 AA3087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3087!SPC AL E     -   0.99996821  x   1.00002062  =   0.99998883
 AA3087!UTM  16      -   0.99996821  x   0.99961647  =   0.99958469
 AA3087
 AA3087:                Primary Azimuth Mark                     Grid Az
 AA3087:SPC AL E     -  45 33                                    268 34 01.8
 AA3087:UTM  16      -  45 33                                    267 54 02.9
 AA3087
 AA3087|---------------------------------------------------------------------|
 AA3087| PID    Reference Object                     Distance      Geod. Az  |
 AA3087|                                                           dddmmss.s |
 AA3087| AA3086 45 33                               435.736 METERS 2680745.0 |
 AA3087|---------------------------------------------------------------------|
 AA3087
 AA3087                          SUPERSEDED SURVEY CONTROL
 AA3087
 AA3087  ELLIP H (03/30/95)  202.59   (m)                       GP(       ) 4 2
 AA3087  NGVD 29 (03/30/95)  231.0    (m)          758.     (f) GPS OBS        
 AA3087
 AA3087.Superseded values are not recommended for survey control.
 AA3087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3087.See file dsdata.txt to determine how the superseded data were derived.
 AA3087
 AA3087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3655954206(NAD 83)
 AA3087_MARKER: DD = SURVEY DISK
 AA3087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3087_SP_SET: CONCRETE POST
 AA3087_STAMPING: 45-34 1993
 AA3087_MARK LOGO: ALHD  
 AA3087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3087+STABILITY: SURFACE MOTION
 AA3087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3087+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3087
 AA3087  HISTORY     - Date     Condition        Report By
 AA3087  HISTORY     - 1993     MONUMENTED       ALHD
 AA3087
 AA3087                          STATION DESCRIPTION
 AA3087
 AA3087'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3087'THE STATION IS IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA3087'COUNTY ROAD ABOUT 6.75 MI (10.86 KM) NORTH OF HUNTSVILLE AND ABOUT
 AA3087'12.65 MI (20.36 KM) NORTHEAST OF MADISON. TO REACH THE STATION FROM
 AA3087'THE JUNCTION OF U.S. 431 AND U.S. 72 EAST (MILEPOST 344.66 ON U.S. 431
 AA3087'AND MILEPOST 99.00 ON U.S. 72) IN HUNTSVILLE, DRIVE NORTH ON U.S. 431
 AA3087'(MEMORIAL PARKWAY) FOR 4.75 MI (7.64 KM) TO MILEPOST 349.40 AND A
 AA3087'PAVED COUNTY ROAD LEFT AND RIGHT. TURN LEFT ON THE PAVED COUNTY ROAD
 AA3087'AND DRIVE WEST FOR 1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT. THE
 AA3087'STATION IS 3.0 FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH ONE STRAND OF
 AA3087'BARBED WIRE ON TREATED WOOD POSTS, 25.1 FT (7.7 M) NORTH OF THE
 AA3087'CENTERLINE OF THE PAVED COUNTY ROAD, 117.3 FT (35.8 M) WEST OF A POWER
 AA3087'POLE WITH TWO GUY WIRES, 132.3 FT (40.3 M) EAST OF A JUNCTION POWER
 AA3087'POLE WITH ONE GUY WIRE ATTACHED TO A STABILIZER POLE ACROSS THE ROAD,
 AA3087'3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA3087'THE GROUND. STATION 45-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3087'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3088 ***********************************************************************
 AA3088  DESIGNATION -  45 35
 AA3088  PID         -  AA3088
 AA3088  STATE/COUNTY-  AL/MADISON
 AA3088  USGS QUAD   -  MERIDIANVILLE (1982)
 AA3088
 AA3088                         *CURRENT SURVEY CONTROL
 AA3088  ___________________________________________________________________
 AA3088* NAD 83(1992)-  34 48 31.05445(N)    086 30 46.37511(W)     ADJUSTED  
 AA3088* NAVD 88     -       227.6    (meters)     747.     (feet)  VERTCON   
 AA3088  ___________________________________________________________________
 AA3088  X           -     318,884.979 (meters)                     COMP
 AA3088  Y           -  -5,233,031.557 (meters)                     COMP
 AA3088  Z           -   3,620,568.862 (meters)                     COMP
 AA3088  LAPLACE CORR-          -2.36  (seconds)                    DEFLEC99
 AA3088  ELLIP HEIGHT-         198.82  (meters)          (07/29/02) GPS OBS
 AA3088  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AA3088
 AA3088  HORZ ORDER  -  FIRST
 AA3088  ELLP ORDER  -  FOURTH    CLASS I
 AA3088
 AA3088.The horizontal coordinates were established by GPS observations
 AA3088.and adjusted by the National Geodetic Survey in March 1995..
 AA3088
 AA3088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3088
 AA3088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3088
 AA3088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3088
 AA3088.The ellipsoidal height was determined by GPS observations
 AA3088.and is referenced to NAD 83.
 AA3088
 AA3088.The geoid height was determined by GEOID03.
 AA3088
 AA3088;                    North         East     Units Scale Factor Converg.
 AA3088;SPC AL E     -   478,011.761   137,823.139   MT  1.00000763   -0 23 16.5
 AA3088;UTM  16      - 3,851,928.891   544,553.756   MT  0.99962447   +0 16 41.1
 AA3088
 AA3088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3088!SPC AL E     -   0.99996879  x   1.00000763  =   0.99997642
 AA3088!UTM  16      -   0.99996879  x   0.99962447  =   0.99959327
 AA3088
 AA3088:                Primary Azimuth Mark                     Grid Az
 AA3088:SPC AL E     -  45 36                                    067 39 51.9
 AA3088:UTM  16      -  45 36                                    066 59 54.3
 AA3088
 AA3088|---------------------------------------------------------------------|
 AA3088| PID    Reference Object                     Distance      Geod. Az  |
 AA3088|                                                           dddmmss.s |
 AA3088| AA3089 45 36                               443.363 METERS 0671635.4 |
 AA3088|---------------------------------------------------------------------|
 AA3088
 AA3088                          SUPERSEDED SURVEY CONTROL
 AA3088
 AA3088  ELLIP H (03/30/95)  198.89   (m)                       GP(       ) 4 2
 AA3088  NGVD 29 (03/30/95)  227.5    (m)          746.     (f) GPS OBS        
 AA3088
 AA3088.Superseded values are not recommended for survey control.
 AA3088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3088.See file dsdata.txt to determine how the superseded data were derived.
 AA3088
 AA3088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4455451929(NAD 83)
 AA3088_MARKER: DD = SURVEY DISK
 AA3088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3088_SP_SET: CONCRETE POST
 AA3088_STAMPING: 45-35 1993
 AA3088_MARK LOGO: ALHD  
 AA3088_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3088+STABILITY: SURFACE MOTION
 AA3088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3088+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3088
 AA3088  HISTORY     - Date     Condition        Report By
 AA3088  HISTORY     - 1993     MONUMENTED       ALHD
 AA3088
 AA3088                          STATION DESCRIPTION
 AA3088
 AA3088'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3088'THE STATION IS IN MADISON COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA3088'WINCHESTER ROAD ABOUT 6.70 MI (10.78 KM) NORTHEAST OF HUNTSVILLE AND
 AA3088'ABOUT 9.15 MI (14.73 KM) SOUTH-SOUTHEAST OF HAZEL GREEN. TO REACH THE
 AA3088'STATION FROM THE JUNCTION OF U.S. 72 AND I-565 SOUTH (MILEPOST 100.52
 AA3088'ON U.S. 72 AND MILEPOST 21.69 ON I-565) IN HUNTSVILLE, DRIVE NORTHEAST
 AA3088'ON U.S. 72 FOR 1.85 MI (2.98 KM) TO MILEPOST 102.35 AND MOORES MILL
 AA3088'ROAD LEFT. TURN LEFT ON MOORES MILL ROAD AND DRIVE NORTH FOR 1.70 MI
 AA3088'(2.74 KM) TO A TRAFFIC LIGHT AND WINCHESTER ROAD LEFT AND RIGHT. TURN
 AA3088'RIGHT ON WINCHESTER ROAD AND DRIVE NORTHEAST FOR 1.50 MI (2.41 KM) TO
 AA3088'THE STATION ON THE RIGHT. THE STATION IS 42.7 FT (13.0 M)
 AA3088'SOUTH-SOUTHEAST OF THE CENTERLINE OF WINCHESTER ROAD, 78.9 FT (24.0 M)
 AA3088'EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 71.7 FT (21.9 M)
 AA3088'SOUTH-SOUTHEAST OF A GRAPHIC FOUR WAY INTERSECTION AHEAD SIGN ACROSS
 AA3088'THE ROAD, 148.0 FT (45.1 M) SOUTHWEST OF THE CENTER OF A GRAVEL
 AA3088'DRIVEWAY LEADING TO A WHITE WOOD FRAME HOUSE ACROSS THE ROAD, 157.0 FT
 AA3088'(47.9 M) EAST OF A JUNCTION POWER AND CABLE POLE WITH ONE GUY WIRE
 AA3088'ACROSS THE ROAD, 172.8 FT (52.7 M) SOUTHWEST OF A METAL MAILBOX ON A
 AA3088'FOUR BY FOUR WOOD POST ACROSS THE ROAD, 1.7 FT (0.5 M) NORTHWEST OF A
 AA3088'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 45-36
 AA3088'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3089 ***********************************************************************
 AA3089  DESIGNATION -  45 36
 AA3089  PID         -  AA3089
 AA3089  STATE/COUNTY-  AL/MADISON
 AA3089  USGS QUAD   -  MERIDIANVILLE (1982)
 AA3089
 AA3089                         *CURRENT SURVEY CONTROL
 AA3089  ___________________________________________________________________
 AA3089* NAD 83(1992)-  34 48 36.61182(N)    086 30 30.28505(W)     ADJUSTED  
 AA3089* NAVD 88     -       227.3    (meters)     746.     (feet)  VERTCON   
 AA3089  ___________________________________________________________________
 AA3089  X           -     319,287.223 (meters)                     COMP
 AA3089  Y           -  -5,232,908.878 (meters)                     COMP
 AA3089  Z           -   3,620,709.333 (meters)                     COMP
 AA3089  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AA3089  ELLIP HEIGHT-         198.57  (meters)          (07/29/02) GPS OBS
 AA3089  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AA3089
 AA3089  HORZ ORDER  -  FIRST
 AA3089  ELLP ORDER  -  FOURTH    CLASS I
 AA3089
 AA3089.The horizontal coordinates were established by GPS observations
 AA3089.and adjusted by the National Geodetic Survey in March 1995..
 AA3089
 AA3089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3089
 AA3089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3089
 AA3089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3089
 AA3089.The ellipsoidal height was determined by GPS observations
 AA3089.and is referenced to NAD 83.
 AA3089
 AA3089.The geoid height was determined by GEOID03.
 AA3089
 AA3089;                    North         East     Units Scale Factor Converg.
 AA3089;SPC AL E     -   478,180.253   138,233.241   MT  1.00000700   -0 23 07.4
 AA3089;UTM  16      - 3,852,102.073   544,961.716   MT  0.99962492   +0 16 50.3
 AA3089
 AA3089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3089!SPC AL E     -   0.99996883  x   1.00000700  =   0.99997583
 AA3089!UTM  16      -   0.99996883  x   0.99962492  =   0.99959376
 AA3089
 AA3089:                Primary Azimuth Mark                     Grid Az
 AA3089:SPC AL E     -  45 35                                    247 39 52.0
 AA3089:UTM  16      -  45 35                                    246 59 54.3
 AA3089
 AA3089|---------------------------------------------------------------------|
 AA3089| PID    Reference Object                     Distance      Geod. Az  |
 AA3089|                                                           dddmmss.s |
 AA3089| AA3088 45 35                               443.363 METERS 2471644.6 |
 AA3089|---------------------------------------------------------------------|
 AA3089
 AA3089                          SUPERSEDED SURVEY CONTROL
 AA3089
 AA3089  ELLIP H (03/30/95)  198.65   (m)                       GP(       ) 4 2
 AA3089  NGVD 29 (03/30/95)  227.3    (m)          746.     (f) GPS OBS        
 AA3089
 AA3089.Superseded values are not recommended for survey control.
 AA3089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3089.See file dsdata.txt to determine how the superseded data were derived.
 AA3089
 AA3089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4496252102(NAD 83)
 AA3089_MARKER: DD = SURVEY DISK
 AA3089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3089_SP_SET: CONCRETE POST
 AA3089_STAMPING: 45-36 1993
 AA3089_MARK LOGO: ALHD  
 AA3089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3089+STABILITY: SURFACE MOTION
 AA3089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3089+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 AA3089
 AA3089  HISTORY     - Date     Condition        Report By
 AA3089  HISTORY     - 1993     MONUMENTED       ALHD
 AA3089  HISTORY     - 19950601 GOOD             ALHD
 AA3089
 AA3089                          STATION DESCRIPTION
 AA3089
 AA3089'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3089'THE STATION IS IN MADISON COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA3089'WINCHESTER ROAD ABOUT 6.95 MI (11.18 KM) NORTHEAST OF HUNTSVILLE AND
 AA3089'ABOUT 9.15 MI (14.73 KM) SOUTH-SOUTHEAST OF HAZEL GREEN. TO REACH THE
 AA3089'STATION FROM THE JUNCTION OF U.S. 72 AND I-565 SOUTH (MILEPOST 100.52
 AA3089'ON U.S. 72 AND MILEPOST 21.69 ON I-565) IN HUNTSVILLE, DRIVE NORTHEAST
 AA3089'ON U.S. 72 FOR 1.85 MI (2.98 KM) TO MILEPOST 102.35 AND MOORES MILL
 AA3089'ROAD LEFT. TURN LEFT ON MOORES MILL ROAD AND DRIVE NORTH FOR 1.70 MI
 AA3089'(2.74 KM) TO A TRAFFIC LIGHT AND WINCHESTER ROAD LEFT AND RIGHT. TURN
 AA3089'RIGHT ON WINCHESTER ROAD AND DRIVE NORTHEAST FOR 1.80 MI (2.90 KM) TO
 AA3089'THE STATION ON THE RIGHT. THE STATION IS 27.0 FT (8.2 M) EAST OF A
 AA3089'GRAPHIC FIRE TRUCK SIGN, 31.6 FT (9.6 M) NORTHWEST OF THE NORTHWEST
 AA3089'CORNER OF THE PAVED FOOD VALU PARKING LOT, 34.4 FT (10.5 M)
 AA3089'SOUTH-SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF
 AA3089'WINCHESTER ROAD, 68.0 FT (20.7 M) EAST-NORTHEAST OF A LARGE TELEPHONE
 AA3089'CABLE PEDESTAL, 69.4 FT (21.2 M) EAST-NORTHEAST OF A TELEPHONE CABLE
 AA3089'PEDESTAL, 70.0 FT (21.3 M) WEST-SOUTHWEST OF THE WEST END OF A
 AA3089'TWENTY-INCH CONCRETE DRAINAGE PIPE UNDER THE ENTRANCE TO FOOD VALU
 AA3089'PARKING LOT, 74.5 FT (22.7 M) WEST OF A BROWN METAL POLE WITH TWO
 AA3089'NIGHT LIGHTS IN THE FOOD VALU PARKING LOT, 2.0 FT (0.6 M) NORTHWEST OF
 AA3089'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 45-35
 AA3089'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3089
 AA3089                          STATION RECOVERY (1995)
 AA3089
 AA3089'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLD)
 AA3089'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3090 ***********************************************************************
 AA3090  DESIGNATION -  45 37
 AA3090  PID         -  AA3090
 AA3090  STATE/COUNTY-  AL/MADISON
 AA3090  USGS QUAD   -  KING COVE (1975)
 AA3090
 AA3090                         *CURRENT SURVEY CONTROL
 AA3090  ___________________________________________________________________
 AA3090* NAD 83(1992)-  34 54 20.67821(N)    086 21 28.98085(W)     ADJUSTED  
 AA3090* NAVD 88     -       235.3    (meters)     772.     (feet)  VERTCON   
 AA3090  ___________________________________________________________________
 AA3090  X           -     332,634.390 (meters)                     COMP
 AA3090  Y           -  -5,226,011.630 (meters)                     COMP
 AA3090  Z           -   3,629,414.554 (meters)                     COMP
 AA3090  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA3090  ELLIP HEIGHT-         206.62  (meters)          (07/29/02) GPS OBS
 AA3090  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AA3090
 AA3090  HORZ ORDER  -  FIRST
 AA3090  ELLP ORDER  -  FOURTH    CLASS I
 AA3090
 AA3090.The horizontal coordinates were established by GPS observations
 AA3090.and adjusted by the National Geodetic Survey in March 1995..
 AA3090
 AA3090.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3090
 AA3090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3090
 AA3090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3090
 AA3090.The ellipsoidal height was determined by GPS observations
 AA3090.and is referenced to NAD 83.
 AA3090
 AA3090.The geoid height was determined by GEOID03.
 AA3090
 AA3090;                    North         East     Units Scale Factor Converg.
 AA3090;SPC AL E     -   488,700.538   152,046.376   MT  0.99998833   -0 18 00.9
 AA3090;UTM  16      - 3,862,778.513   558,646.499   MT  0.99964239   +0 22 02.5
 AA3090
 AA3090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3090!SPC AL E     -   0.99996757  x   0.99998833  =   0.99995590
 AA3090!UTM  16      -   0.99996757  x   0.99964239  =   0.99960997
 AA3090
 AA3090:                Primary Azimuth Mark                     Grid Az
 AA3090:SPC AL E     -  45 38                                    085 21 41.9
 AA3090:UTM  16      -  45 38                                    084 41 38.5
 AA3090
 AA3090|---------------------------------------------------------------------|
 AA3090| PID    Reference Object                     Distance      Geod. Az  |
 AA3090|                                                           dddmmss.s |
 AA3090| AA3091 45 38                               467.274 METERS 0850341.0 |
 AA3090|---------------------------------------------------------------------|
 AA3090
 AA3090                          SUPERSEDED SURVEY CONTROL
 AA3090
 AA3090  ELLIP H (03/30/95)  206.69   (m)                       GP(       ) 4 2
 AA3090  NGVD 29 (03/30/95)  235.3    (m)          772.     (f) GPS OBS        
 AA3090
 AA3090.Superseded values are not recommended for survey control.
 AA3090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3090.See file dsdata.txt to determine how the superseded data were derived.
 AA3090
 AA3090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5864662779(NAD 83)
 AA3090_MARKER: DD = SURVEY DISK
 AA3090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3090_SP_SET: CONCRETE POST
 AA3090_STAMPING: 45-37 1993
 AA3090_MARK LOGO: ALHD  
 AA3090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3090+STABILITY: SURFACE MOTION
 AA3090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3090+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3090
 AA3090  HISTORY     - Date     Condition        Report By
 AA3090  HISTORY     - 1993     MONUMENTED       ALHD
 AA3090
 AA3090                          STATION DESCRIPTION
 AA3090
 AA3090'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3090'THE STATION IS IN MADISON COUNTY ON THE SOUTHWEST RIGHT OF WAY OF A
 AA3090'PAVED COUNTY ROAD ABOUT 17.65 MI (28.40 KM) NORTHEAST OF HUNTSVILLE
 AA3090'AND ABOUT 12.25 MI (19.71 KM) EAST OF HAZEL GREEN. TO REACH THE
 AA3090'STATION FROM THE JUNCTION OF U.S. 72 AND I-565 SOUTH (MILEPOST 100.52
 AA3090'ON U.S. 72 AND MILEPOST 21.69 ON I-565) IN HUNTSVILLE, DRIVE NORTHEAST
 AA3090'ON U.S. 72 FOR 1.85 MI (2.98 KM) TO MILEPOST 102.35 AND MOORES MILL
 AA3090'ROAD LEFT. TURN LEFT ON MOORES MILL ROAD AND DRIVE NORTH FOR 1.70 MI
 AA3090'(2.74 KM) TO A TRAFFIC LIGHT AND WINCHESTER ROAD LEFT AND RIGHT. TURN
 AA3090'RIGHT ON WINCHESTER ROAD AND DRIVE NORTHEAST FOR 10.50 MI (16.90 KM)
 AA3090'TO HURRICANE ROAD RIGHT. TURN RIGHT ON HURRICANE ROAD TO AN IMMEDIATE
 AA3090'FOUR WAY STOP WITH A PAVED COUNTY ROAD LEFT AND RIGHT. CONTINUE EAST
 AA3090'ON HURRICANE ROAD FOR 2.85 MI (4.59 KM) TO UPPER HURRICANE ROAD LEFT.
 AA3090'TURN LEFT ON UPPER HURRICANE ROAD AND DRIVE EAST, SOUTH, AND NORTHEAST
 AA3090'FOR 2.50 MI (4.02 KM) TO A PAVED ROAD RIGHT. TURN RIGHT ON THE PAVED
 AA3090'ROAD AND DRIVE SOUTHEAST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 AA3090'RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A PROPOSED FENCE
 AA3090'LINE ON TREATED WOOD POSTS, 27.9 FT (8.5 M) SOUTHWEST OF THE CENTER OF
 AA3090'THE PAVED COUNTY ROAD, 90.7 FT (27.6 M) NORTHWEST OF THE CENTER OF A
 AA3090'GRAVEL DRIVEWAY LEADING TO A TIN BARN, 119.0 FT (36.3 M) SOUTHEAST OF
 AA3090'A JUNCTION POWER POLE WITH ONE GUY WIRE, 120.7 FT (36.8 M) SOUTHEAST
 AA3090'OF A TELEPHONE CABLE PEDESTAL (E 35 32 1A), 127.3 FT (38.8 M) SOUTH OF
 AA3090'A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD (E 35 32 1), 129.3 FT (39.4
 AA3090'M) SOUTHEAST OF A BLACK METAL MAILBOX ON A FOUR BY FOUR WOOD POST,
 AA3090'143.1 FT (43.6 M) SOUTH-SOUTHEAST OF A FAWN HILL STREET SIGN ACROSS
 AA3090'THE ROAD, 143.2 FT (43.6 M) SOUTHEAST OF THE CENTER OF A GRAVEL
 AA3090'DRIVEWAY LEADING TO A DOUBLE WIDE MOBILE HOME, 160.4 FT (48.9 M)
 AA3090'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD
 AA3090'(FAWN HILL CIRCLE), 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS
 AA3090'POST AND SET FLUSH WITH THE GROUND. STATION 45-38 1993 MAY BE USED AS
 AA3090'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3091 ***********************************************************************
 AA3091  DESIGNATION -  45 38
 AA3091  PID         -  AA3091
 AA3091  STATE/COUNTY-  AL/MADISON
 AA3091  USGS QUAD   -  KING COVE (1975)
 AA3091
 AA3091                         *CURRENT SURVEY CONTROL
 AA3091  ___________________________________________________________________
 AA3091* NAD 83(1992)-  34 54 21.98320(N)    086 21 10.64298(W)     ADJUSTED  
 AA3091* NAVD 88     -       238.3    (meters)     782.     (feet)  VERTCON   
 AA3091  ___________________________________________________________________
 AA3091  X           -     333,097.699 (meters)                     COMP
 AA3091  Y           -  -5,225,961.542 (meters)                     COMP
 AA3091  Z           -   3,629,449.263 (meters)                     COMP
 AA3091  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AA3091  ELLIP HEIGHT-         209.64  (meters)          (07/29/02) GPS OBS
 AA3091  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AA3091
 AA3091  HORZ ORDER  -  FIRST
 AA3091  ELLP ORDER  -  FOURTH    CLASS I
 AA3091
 AA3091.The horizontal coordinates were established by GPS observations
 AA3091.and adjusted by the National Geodetic Survey in March 1995..
 AA3091
 AA3091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3091
 AA3091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3091
 AA3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3091
 AA3091.The ellipsoidal height was determined by GPS observations
 AA3091.and is referenced to NAD 83.
 AA3091
 AA3091.The geoid height was determined by GEOID03.
 AA3091
 AA3091;                    North         East     Units Scale Factor Converg.
 AA3091;SPC AL E     -   488,738.324   152,512.114   MT  0.99998778   -0 17 50.5
 AA3091;UTM  16      - 3,862,821.709   559,111.604   MT  0.99964306   +0 22 13.0
 AA3091
 AA3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3091!SPC AL E     -   0.99996709  x   0.99998778  =   0.99995487
 AA3091!UTM  16      -   0.99996709  x   0.99964306  =   0.99961017
 AA3091
 AA3091:                Primary Azimuth Mark                     Grid Az
 AA3091:SPC AL E     -  45 37                                    265 21 42.0
 AA3091:UTM  16      -  45 37                                    264 41 38.5
 AA3091
 AA3091|---------------------------------------------------------------------|
 AA3091| PID    Reference Object                     Distance      Geod. Az  |
 AA3091|                                                           dddmmss.s |
 AA3091| AA3090 45 37                               467.274 METERS 2650351.5 |
 AA3091|---------------------------------------------------------------------|
 AA3091
 AA3091                          SUPERSEDED SURVEY CONTROL
 AA3091
 AA3091  ELLIP H (03/30/95)  209.71   (m)                       GP(       ) 4 2
 AA3091  NGVD 29 (03/30/95)  238.3    (m)          782.     (f) GPS OBS        
 AA3091
 AA3091.Superseded values are not recommended for survey control.
 AA3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3091.See file dsdata.txt to determine how the superseded data were derived.
 AA3091
 AA3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5911262822(NAD 83)
 AA3091_MARKER: DD = SURVEY DISK
 AA3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3091_SP_SET: CONCRETE POST
 AA3091_STAMPING: 45-38 1993
 AA3091_MARK LOGO: ALHD  
 AA3091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3091+STABILITY: SURFACE MOTION
 AA3091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3091+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3091
 AA3091  HISTORY     - Date     Condition        Report By
 AA3091  HISTORY     - 1993     MONUMENTED       ALHD
 AA3091
 AA3091                          STATION DESCRIPTION
 AA3091
 AA3091'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3091'THE STATION IS IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA3091'COUNTY ROAD ABOUT 17.95 MI (28.89 KM) NORTHEAST OF HUNTSVILLE AND
 AA3091'ABOUT 12.50 MI (20.12 KM) EAST OF HAZEL GREEN. TO REACH THE STATION
 AA3091'FROM THE JUNCTION OF U.S. 72 AND I-565 SOUTH (MILEPOST 100.52 ON U.S.
 AA3091'72 AND MILEPOST 21.69 ON I-565) IN HUNTSVILLE, DRIVE NORTHEAST ON U.S.
 AA3091'72 FOR 1.85 MI (2.98 KM) TO MILEPOST 102.35 AND MOORES MILL ROAD LEFT.
 AA3091'TURN LEFT ON MOORES MILL ROAD AND DRIVE NORTH FOR 1.70 MI (2.74 KM) TO
 AA3091'A TRAFFIC LIGHT AND WINCHESTER ROAD LEFT AND RIGHT. TURN RIGHT ON
 AA3091'WINCHESTER ROAD AND DRIVE NORTHEAST FOR 10.50 MI (16.90 KM) TO
 AA3091'HURRICANE ROAD RIGHT. TURN RIGHT ON HURRICANE ROAD TO AN IMMEDIATE
 AA3091'FOUR WAY STOP WITH A PAVED COUNTY ROAD LEFT AND RIGHT. CONTINUE EAST
 AA3091'ON HURRICANE ROAD FOR 2.85 MI (4.59 KM) TO UPPER HURRICANE ROAD LEFT.
 AA3091'TURN LEFT ON UPPER HURRICANE ROAD AND DRIVE EAST, SOUTH, AND NORTHEAST
 AA3091'FOR 2.50 MI (4.02 KM) TO A PAVED ROAD RIGHT. TURN RIGHT ON THE PAVED
 AA3091'ROAD AND DRIVE SOUTHEAST AND NORTHEAST FOR 0.45 MI (0.72 KM) TO THE
 AA3091'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A WOOD
 AA3091'POST FENCE, 29.7 FT (9.1 M) NORTH OF THE CENTER OF THE PAVED COUNTY
 AA3091'ROAD, 56.0 FT (17.1 M) NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY
 AA3091'LEADING TO A MOBILE HOME ACROSS THE ROAD, 64.5 FT (19.7 M) WEST OF THE
 AA3091'CENTER OF A GRAVEL DRIVEWAY LEADING THROUGH THE WOOD POST FENCE, 101.6
 AA3091'FT (31.0 M) EAST OF A JUNCTION POWER POLE WITH ONE TRANSFORMER AND ONE
 AA3091'GUY WIRE, 103.5 FT (31.5 M) EAST OF A TELEPHONE CABLE PEDESTAL (E 35
 AA3091'32 4), 2.8 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH
 AA3091'WITH THE GROUND. STATION 45-37 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3091'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3092 ***********************************************************************
 AA3092  DESIGNATION -  45 39
 AA3092  PID         -  AA3092
 AA3092  STATE/COUNTY-  AL/MADISON
 AA3092  USGS QUAD   -  NEW MARKET (1974)
 AA3092
 AA3092                         *CURRENT SURVEY CONTROL
 AA3092  ___________________________________________________________________
 AA3092* NAD 83(1992)-  34 56 33.70726(N)    086 29 33.19597(W)     ADJUSTED  
 AA3092* NAVD 88     -       253.3    (meters)     831.     (feet)  VERTCON   
 AA3092  ___________________________________________________________________
 AA3092  X           -     320,222.533 (meters)                     COMP
 AA3092  Y           -  -5,224,450.349 (meters)                     COMP
 AA3092  Z           -   3,632,786.265 (meters)                     COMP
 AA3092  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AA3092  ELLIP HEIGHT-         224.77  (meters)          (07/29/02) GPS OBS
 AA3092  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AA3092
 AA3092  HORZ ORDER  -  FIRST
 AA3092  ELLP ORDER  -  FOURTH    CLASS I
 AA3092
 AA3092.The horizontal coordinates were established by GPS observations
 AA3092.and adjusted by the National Geodetic Survey in March 1995..
 AA3092
 AA3092.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3092
 AA3092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3092
 AA3092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3092
 AA3092.The ellipsoidal height was determined by GPS observations
 AA3092.and is referenced to NAD 83.
 AA3092
 AA3092.The geoid height was determined by GEOID03.
 AA3092
 AA3092;                    North         East     Units Scale Factor Converg.
 AA3092;SPC AL E     -   492,872.627   139,780.936   MT  1.00000468   -0 22 39.3
 AA3092;UTM  16      - 3,866,805.880   546,337.716   MT  0.99962646   +0 17 26.3
 AA3092
 AA3092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3092!SPC AL E     -   0.99996472  x   1.00000468  =   0.99996940
 AA3092!UTM  16      -   0.99996472  x   0.99962646  =   0.99959119
 AA3092
 AA3092:                Primary Azimuth Mark                     Grid Az
 AA3092:SPC AL E     -  45 40                                    079 16 48.6
 AA3092:UTM  16      -  45 40                                    078 36 43.0
 AA3092
 AA3092|---------------------------------------------------------------------|
 AA3092| PID    Reference Object                     Distance      Geod. Az  |
 AA3092|                                                           dddmmss.s |
 AA3092| AA3093 45 40                               450.979 METERS 0785409.3 |
 AA3092|---------------------------------------------------------------------|
 AA3092
 AA3092                          SUPERSEDED SURVEY CONTROL
 AA3092
 AA3092  ELLIP H (03/30/95)  224.84   (m)                       GP(       ) 4 2
 AA3092  NGVD 29 (03/30/95)  253.2    (m)          831.     (f) GPS OBS        
 AA3092
 AA3092.Superseded values are not recommended for survey control.
 AA3092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3092.See file dsdata.txt to determine how the superseded data were derived.
 AA3092
 AA3092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4633866806(NAD 83)
 AA3092_MARKER: DD = SURVEY DISK
 AA3092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3092_SP_SET: CONCRETE POST
 AA3092_STAMPING: 45-39 1993
 AA3092_MARK LOGO: ALHD  
 AA3092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3092+STABILITY: SURFACE MOTION
 AA3092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3092+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3092
 AA3092  HISTORY     - Date     Condition        Report By
 AA3092  HISTORY     - 1993     MONUMENTED       ALHD
 AA3092
 AA3092                          STATION DESCRIPTION
 AA3092
 AA3092'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3092'THE STATION IS IN MADISON COUNTY ON THE SOUTH RIGHT OF WAY OF JOE
 AA3092'QUICK ROAD ABOUT 15.30 MI (24.62 KM) NORTH-NORTHEAST OF HUNTSVILLE AND
 AA3092'ABOUT 4.50 MI (7.24 KM) EAST OF HAZEL GREEN. TO REACH THE STATION FROM
 AA3092'THE JUNCTION OF U.S. 431 AND U.S. 72 EAST (MILEPOST 344.66 ON U.S. 431
 AA3092'AND MILEPOST 99.00 ON U.S. 72) IN HUNTSVILLE, DRIVE NORTH ON U.S. 431
 AA3092'FOR 11.85 MI (19.07 KM) TO MILEPOST 356.50 AND JOE QUICK ROAD TO THE
 AA3092'RIGHT AT A TRAFFIC LIGHT IN HAZEL GREEN. TURN RIGHT ON JOE QUICK ROAD
 AA3092'AND DRIVE EAST FOR 4.80 MI (7.72 KM) TO THE STATION ON THE RIGHT. THE
 AA3092'STATION IS 22.4 FT (6.8 M) NORTH OF THE NORTHEAST CORNER OF A BLOCK
 AA3092'STORAGE BUILDING WITH A TIN ROOF, 32.4 FT (9.9 M) SOUTH OF THE
 AA3092'CENTERLINE OF JOE QUICK ROAD, 35.2 FT (10.7 M) NORTHEAST OF THE
 AA3092'NORTHWEST CORNER OF A BLOCK STORAGE BUILDING WITH A TIN ROOF, 125.3 FT
 AA3092'(38.2 M) EAST-SOUTHEAST OF A POWER AND CABLE POLE ACROSS THE ROAD,
 AA3092'147.7 FT (45.0 M) SOUTHWEST OF A TELEPHONE CABLE PEDESTAL ACROSS THE
 AA3092'ROAD, 2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH
 AA3092'WITH THE GROUND. STATION 45-40 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3092'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1732 ***********************************************************************
 EF1732  DESIGNATION -  45 4
 EF1732  PID         -  EF1732
 EF1732  STATE/COUNTY-  AL/MADISON
 EF1732  USGS QUAD   -  TONEY (1975)
 EF1732
 EF1732                         *CURRENT SURVEY CONTROL
 EF1732  ___________________________________________________________________
 EF1732* NAD 83(1992)-  34 58 41.42788(N)    086 44 52.67557(W)     ADJUSTED  
 EF1732* NAVD 88     -       277.1    (meters)     909.     (feet)  VERTCON   
 EF1732  ___________________________________________________________________
 EF1732  X           -     296,803.250 (meters)                     COMP
 EF1732  Y           -  -5,223,593.995 (meters)                     COMP
 EF1732  Z           -   3,636,025.966 (meters)                     COMP
 EF1732  LAPLACE CORR-          -2.30  (seconds)                    DEFLEC99
 EF1732  ELLIP HEIGHT-         249.04  (meters)          (07/29/02) GPS OBS
 EF1732  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 EF1732
 EF1732  HORZ ORDER  -  FIRST
 EF1732  ELLP ORDER  -  FOURTH    CLASS I
 EF1732
 EF1732.The horizontal coordinates were established by GPS observations
 EF1732.and adjusted by the National Geodetic Survey in December 1992..
 EF1732
 EF1732.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1732.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1732
 EF1732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1732
 EF1732.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1732
 EF1732.The ellipsoidal height was determined by GPS observations
 EF1732.and is referenced to NAD 83.
 EF1732
 EF1732.The geoid height was determined by GEOID03.
 EF1732
 EF1732;                    North         East     Units Scale Factor Converg.
 EF1732;SPC AL E     -   496,992.116   116,484.860   MT  1.00004593   -0 31 27.7
 EF1732;UTM  16      - 3,870,651.700   523,004.702   MT  0.99960652   +0 08 40.1
 EF1732
 EF1732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1732!SPC AL E     -   0.99996091  x   1.00004593  =   1.00000684
 EF1732!UTM  16      -   0.99996091  x   0.99960652  =   0.99956745
 EF1732
 EF1732:                Primary Azimuth Mark                     Grid Az
 EF1732:SPC AL E     -  45 5                                     000 21 23.9
 EF1732:UTM  16      -  45 5                                     359 41 16.1
 EF1732
 EF1732|---------------------------------------------------------------------|
 EF1732| PID    Reference Object                     Distance      Geod. Az  |
 EF1732|                                                           dddmmss.s |
 EF1732| EF1733 45 5                                493.182 METERS 3594956.2 |
 EF1732|---------------------------------------------------------------------|
 EF1732
 EF1732                          SUPERSEDED SURVEY CONTROL
 EF1732
 EF1732  ELLIP H (12/04/92)  249.11   (m)                       GP(       ) 4 1
 EF1732  NAD 83(1992)-  34 58 41.43333(N)    086 44 52.67331(W) AD(       ) 1
 EF1732  NGVD 29 (12/04/92)  277.0    (m)          909.     (f) GPS OBS        
 EF1732
 EF1732.Superseded values are not recommended for survey control.
 EF1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1732.See file dsdata.txt to determine how the superseded data were derived.
 EF1732
 EF1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2300570652(NAD 83)
 EF1732_MARKER: DD = SURVEY DISK
 EF1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1732_SP_SET: CONCRETE POST
 EF1732_STAMPING: 45-4 1990
 EF1732_MARK LOGO: ALHD  
 EF1732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1732+STABILITY: SURFACE MOTION
 EF1732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1732+SATELLITE: SATELLITE OBSERVATIONS - January 30, 1992
 EF1732
 EF1732  HISTORY     - Date     Condition        Report By
 EF1732  HISTORY     - 1990     MONUMENTED       ALHD
 EF1732  HISTORY     - 19910725 GOOD             ALHD
 EF1732  HISTORY     - 19920130 GOOD
 EF1732
 EF1732                          STATION DESCRIPTION
 EF1732
 EF1732'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1732'THE STATION IS LOCATED IN MADISON COUNTY ON THE EAST RIGHT OF WAY OF
 EF1732'WALL - TRIANA HIGHWAY, ABOUT 16.82 KM (10.45 MI) WEST - NORTHWEST OF
 EF1732'HAZEL GREEN AND ABOUT 31.38 KM (19.50 MI) NORTH OF MADISON.
 EF1732'TO REACH THE STATION FROM THE JUNCTION OF ALA 53 AND WALL - TRIANA
 EF1732'HIGHWAY, MILE POST 333.95 ON ALA 53, DRIVE NORTH ON WALL - TRIANA
 EF1732'HIGHAWY 8.93 KM (5.55 MI) TO A PAVED CROSS ROAD WITH ELKWOOD SECTION
 EF1732'ROAD LEFT AND RIGHT, CONTINUE NORTH ON WALL - TRIANA HIGHWAY 0.08 KM
 EF1732'(0.05 MI) TO THE STATION ON THE RIGHT.
 EF1732'THE STATION IS 0.91 M (2.99 FT) WEST OF A HOG WIRE AND BARBED WIRE
 EF1732'FENCE ON TREATED WOOD POSTS, 10.03 M (32.91 FT) EAST OF THE
 EF1732'CENTERLINE OF WALL - TRIANA HIGHWAY, 24.99 M (81.99 FT) NORTH -
 EF1732'NORTHEAST OF THE NORTH END OF A 15 INCH CM PIPE UNDER A GRAVEL
 EF1732'DRIVEWAY ACROSS WALL - TRIANA HIGHWAY, 25.45 M (83.50 FT) NORTHEAST
 EF1732'OF THE SOUTH END OF A FENCE ACROSS WALL - TRIANA HIGHWAY, ABOUT 70.41
 EF1732'M (231.00 FT) NORTH OF THE CENTER OF ELKWOOD SECTION ROAD, 0.85 M
 EF1732'(2.79 FT) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1732'GROUND.
 EF1732'STATION 45 - 5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1732
 EF1732                          STATION RECOVERY (1991)
 EF1732
 EF1732'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1732'THE STATION IS LOCATED IN MADISON COUNTY ON THE EAST RIGHT OF WAY OF
 EF1732'WALL-TRIANA HIGHWAY, ABOUT 16.82 KM (10.45 MI) WEST-NORTHWEST OF
 EF1732'HAZEL GREEN AND ABOUT 31.38 KM (19.50 MI) NORTH OF MADISON.
 EF1732'TO REACH THE STATION FROM THE JUNCTION OF ALA 53 AND WALL-TRIANA
 EF1732'HIGHWAY IN THE NORTHWEST PART OF MADISON COUNTY, MILE POST 333.95 ON
 EF1732'ALA 53, DRIVE NORTH ON WALL-TRIANA HIGHAWY FOR 8.93 KM (5.55 MI) TO A
 EF1732'PAVED CROSS ROAD WITH ELKWOOD SECTION ROAD LEFT AND RIGHT, CONTINUE
 EF1732'NORTH ON WALL-TRIANA HIGHWAY FOR 0.08 KM (0.05 MI) TO THE STATION ON
 EF1732'THE RIGHT.
 EF1732'THE STATION IS 0.91 M (2.99 FT) WEST OF A HOG WIRE AND BARBED WIRE
 EF1732'FENCE ON TREATED WOOD POSTS, 10.03 M (32.91 FT) EAST OF THE
 EF1732'CENTERLINE OF WALL-TRIANA HIGHWAY, 24.99 M (81.99 FT) NORTH-NORTHEAST
 EF1732'OF THE NORTH END OF A 15-INCH CM PIPE UNDER A GRAVEL DRIVEWAY ACROSS
 EF1732'WALL-TRIANA HIGHWAY, 25.45 M (83.50 FT) NORTHEAST OF THE SOUTH END OF
 EF1732'A FENCE ACROSS WALL-TRIANA HIGHWAY, ABOUT 70.41 M (231.00 FT) NORTH
 EF1732'OF THE CENTER OF ELKWOOD SECTION ROAD, 0.85 M (2.79 FT) WEST OF A
 EF1732'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1732'STATION 45-5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1732
 EF1732                          STATION RECOVERY (1992)
 EF1732
 EF1732'RECOVERED 1992
 EF1732'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3093 ***********************************************************************
 AA3093  DESIGNATION -  45 40
 AA3093  PID         -  AA3093
 AA3093  STATE/COUNTY-  AL/MADISON
 AA3093  USGS QUAD   -  NEW MARKET (1974)
 AA3093
 AA3093                         *CURRENT SURVEY CONTROL
 AA3093  ___________________________________________________________________
 AA3093* NAD 83(1992)-  34 56 36.52369(N)    086 29 15.75589(W)     ADJUSTED  
 AA3093* NAVD 88     -       254.5    (meters)     835.     (feet)  VERTCON   
 AA3093  ___________________________________________________________________
 AA3093  X           -     320,661.287 (meters)                     COMP
 AA3093  Y           -  -5,224,374.674 (meters)                     COMP
 AA3093  Z           -   3,632,858.141 (meters)                     COMP
 AA3093  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AA3093  ELLIP HEIGHT-         226.04  (meters)          (07/29/02) GPS OBS
 AA3093  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 AA3093
 AA3093  HORZ ORDER  -  FIRST
 AA3093  ELLP ORDER  -  FOURTH    CLASS I
 AA3093
 AA3093.The horizontal coordinates were established by GPS observations
 AA3093.and adjusted by the National Geodetic Survey in March 1995..
 AA3093
 AA3093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3093
 AA3093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3093
 AA3093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3093
 AA3093.The ellipsoidal height was determined by GPS observations
 AA3093.and is referenced to NAD 83.
 AA3093
 AA3093.The geoid height was determined by GEOID03.
 AA3093
 AA3093;                    North         East     Units Scale Factor Converg.
 AA3093;SPC AL E     -   492,956.513   140,224.047   MT  1.00000402   -0 22 29.3
 AA3093;UTM  16      - 3,866,894.894   546,779.651   MT  0.99962697   +0 17 36.3
 AA3093
 AA3093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3093!SPC AL E     -   0.99996452  x   1.00000402  =   0.99996854
 AA3093!UTM  16      -   0.99996452  x   0.99962697  =   0.99959150
 AA3093
 AA3093:                Primary Azimuth Mark                     Grid Az
 AA3093:SPC AL E     -  45 39                                    259 16 48.6
 AA3093:UTM  16      -  45 39                                    258 36 43.0
 AA3093
 AA3093|---------------------------------------------------------------------|
 AA3093| PID    Reference Object                     Distance      Geod. Az  |
 AA3093|                                                           dddmmss.s |
 AA3093| AA3092 45 39                               450.979 METERS 2585419.3 |
 AA3093|---------------------------------------------------------------------|
 AA3093
 AA3093                          SUPERSEDED SURVEY CONTROL
 AA3093
 AA3093  ELLIP H (03/30/95)  226.12   (m)                       GP(       ) 4 2
 AA3093  NGVD 29 (03/30/95)  254.5    (m)          835.     (f) GPS OBS        
 AA3093
 AA3093.Superseded values are not recommended for survey control.
 AA3093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3093.See file dsdata.txt to determine how the superseded data were derived.
 AA3093
 AA3093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4678066895(NAD 83)
 AA3093_MARKER: DD = SURVEY DISK
 AA3093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3093_SP_SET: CONCRETE POST
 AA3093_STAMPING: 45-40 1993
 AA3093_MARK LOGO: ALHD  
 AA3093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3093+STABILITY: SURFACE MOTION
 AA3093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3093+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3093
 AA3093  HISTORY     - Date     Condition        Report By
 AA3093  HISTORY     - 1993     MONUMENTED       ALHD
 AA3093
 AA3093                          STATION DESCRIPTION
 AA3093
 AA3093'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3093'THE STATION IS IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF JOE
 AA3093'QUICK ROAD ABOUT 15.50 MI (24.94 KM) NORTH-NORTHEAST OF HUNTSVILLE AND
 AA3093'ABOUT 4.80 MI (7.72 KM) EAST OF HAZEL GREEN. TO REACH THE STATION FROM
 AA3093'THE JUNCTION OF U.S. 431 AND U.S. 72 EAST (MILEPOST 344.66 ON U.S. 431
 AA3093'AND MILEPOST 99.00 ON U.S. 72) IN HUNTSVILLE, DRIVE NORTH ON U.S. 431
 AA3093'FOR 11.85 MI (19.07 KM) TO MILEPOST 356.50 AND JOE QUICK ROAD TO THE
 AA3093'RIGHT AT A TRAFFIC LIGHT IN HAZEL GREEN. TURN RIGHT ON JOE QUICK ROAD
 AA3093'AND DRIVE EAST FOR 5.10 MI (8.21 KM) TO THE STATION ON THE LEFT. THE
 AA3093'STATION IS 35.4 FT (10.8 M) NORTH OF THE CENTERLINE OF JOE QUICK ROAD,
 AA3093'75.2 FT (22.9 M) NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS
 AA3093'THE ROAD, 80.3 FT (24.5 M) WEST OF A JUNCTION POWER POLE, 86.0 FT
 AA3093'(26.2 M) WEST-SOUTHWEST OF A POWER POLE WITH ONE GUY WIRE, 92.4 FT
 AA3093'(28.2 M) EAST OF A JUNCTION POWER AND CABLE POLE WITH FOUR GUY WIRES,
 AA3093'A NIGHT LIGHT, AND A TRANSFORMER, 1.7 FT (0.5 M) SOUTH OF A CARSONITE
 AA3093'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 45-39 1993 MAY BE
 AA3093'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3094 ***********************************************************************
 AA3094  DESIGNATION -  45 41
 AA3094  PID         -  AA3094
 AA3094  STATE/COUNTY-  AL/MADISON
 AA3094  USGS QUAD   -  TONEY (1975)
 AA3094
 AA3094                         *CURRENT SURVEY CONTROL
 AA3094  ___________________________________________________________________
 AA3094* NAD 83(1992)-  34 54 12.55242(N)    086 41 30.29883(W)     ADJUSTED  
 AA3094* NAVD 88     -       250.0    (meters)     820.     (feet)  VERTCON   
 AA3094  ___________________________________________________________________
 AA3094  X           -     302,200.811 (meters)                     COMP
 AA3094  Y           -  -5,228,015.762 (meters)                     COMP
 AA3094  Z           -   3,629,217.862 (meters)                     COMP
 AA3094  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AA3094  ELLIP HEIGHT-         221.78  (meters)          (07/29/02) GPS OBS
 AA3094  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA3094
 AA3094  HORZ ORDER  -  FIRST
 AA3094  ELLP ORDER  -  FOURTH    CLASS I
 AA3094
 AA3094.The horizontal coordinates were established by GPS observations
 AA3094.and adjusted by the National Geodetic Survey in March 1995..
 AA3094
 AA3094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3094
 AA3094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3094
 AA3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3094
 AA3094.The ellipsoidal height was determined by GPS observations
 AA3094.and is referenced to NAD 83.
 AA3094
 AA3094.The geoid height was determined by GEOID03.
 AA3094
 AA3094;                    North         East     Units Scale Factor Converg.
 AA3094;SPC AL E     -   488,660.782   121,546.959   MT  1.00003583   -0 29 28.3
 AA3094;UTM  16      - 3,862,383.547   528,161.387   MT  0.99960977   +0 10 35.0
 AA3094
 AA3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3094!SPC AL E     -   0.99996519  x   1.00003583  =   1.00000102
 AA3094!UTM  16      -   0.99996519  x   0.99960977  =   0.99957497
 AA3094
 AA3094                          SUPERSEDED SURVEY CONTROL
 AA3094
 AA3094  ELLIP H (03/30/95)  221.85   (m)                       GP(       ) 4 2
 AA3094  NGVD 29 (03/30/95)  249.9    (m)          820.     (f) GPS OBS        
 AA3094
 AA3094.Superseded values are not recommended for survey control.
 AA3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3094.See file dsdata.txt to determine how the superseded data were derived.
 AA3094
 AA3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2816162384(NAD 83)
 AA3094_MARKER: DD = SURVEY DISK
 AA3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3094_SP_SET: CONCRETE POST
 AA3094_STAMPING: 45-41 1993
 AA3094_MARK LOGO: ALHD  
 AA3094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3094+STABILITY: SURFACE MOTION
 AA3094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3094+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3094
 AA3094  HISTORY     - Date     Condition        Report By
 AA3094  HISTORY     - 1993     MONUMENTED       ALHD
 AA3094
 AA3094                          STATION DESCRIPTION
 AA3094
 AA3094'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3094'THE STATION IS IN MADISON COUNTY ON THE SOUTH RIGHT OF WAY OF A PAVED
 AA3094'COUNTY ROAD ABOUT 13.15 MI (21.16 KM) NORTH OF HUNTSVILLE AND ABOUT
 AA3094'7.05 MI (11.35 KM) WEST OF HAZEL GREEN. TO REACH THE STATION FROM THE
 AA3094'JUNCTION OF U.S. 431 AND U.S. 72 EAST (MILEPOST 344.66 ON U.S. 431 AND
 AA3094'MILEPOST 99.00 ON U.S. 72) IN HUNTSVILLE, DRIVE NORTH ON U.S. 431 FOR
 AA3094'9.85 MI (15.85 KM) TO MILEPOST 354.50 AND GRIMWOOD ROAD TO THE LEFT AT
 AA3094'A CAUTION LIGHT. TURN LEFT ON GRIMWOOD ROAD AND DRIVE WEST FOR 3.60 MI
 AA3094'(5.79 KM) TO A FOUR WAY STOP WITH MURPHY HILL ROAD LEFT AND RIGHT.
 AA3094'CONTINUE STRAIGHT AHEAD ON GRIMWOOD ROAD FOR 2.25 MI (3.62 KM) TO A
 AA3094'REVERSE Y-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT. TURN
 AA3094'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 1.10 MI (1.77 KM) TO
 AA3094'THE STATION ON THE LEFT. THE STATION IS 30.3 FT (9.2 M) SOUTH OF THE
 AA3094'CENTERLINE OF THE PAVED COUNTY ROAD, 54.5 FT (16.6 M) WEST-SOUTHWEST
 AA3094'OF THE CENTER OF A GRAVEL DRIVEWAY LEADING INTO A FIELD, 119.0 FT
 AA3094'(36.3 M) WEST OF A CONCRETE HIGH VOLTAGE POWER POLE, 1.7 FT (0.5 M)
 AA3094'NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3094'STATION 45-42 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3095 ***********************************************************************
 AA3095  DESIGNATION -  45 42
 AA3095  PID         -  AA3095
 AA3095  STATE/COUNTY-  AL/MADISON
 AA3095  USGS QUAD   -  TONEY (1975)
 AA3095
 AA3095                         *CURRENT SURVEY CONTROL
 AA3095  ___________________________________________________________________
 AA3095* NAD 83(1992)-  34 54 12.84076(N)    086 41 04.28973(W)     ADJUSTED  
 AA3095* NAVD 88     -       250.3    (meters)     821.     (feet)  VERTCON   
 AA3095  ___________________________________________________________________
 AA3095  X           -     302,859.762 (meters)                     COMP
 AA3095  Y           -  -5,227,972.833 (meters)                     COMP
 AA3095  Z           -   3,629,225.355 (meters)                     COMP
 AA3095  LAPLACE CORR-          -3.16  (seconds)                    DEFLEC99
 AA3095  ELLIP HEIGHT-         222.14  (meters)          (07/29/02) GPS OBS
 AA3095  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AA3095
 AA3095  HORZ ORDER  -  FIRST
 AA3095  ELLP ORDER  -  FOURTH    CLASS I
 AA3095
 AA3095.The horizontal coordinates were established by GPS observations
 AA3095.and adjusted by the National Geodetic Survey in March 1995..
 AA3095
 AA3095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3095
 AA3095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3095
 AA3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3095
 AA3095.The ellipsoidal height was determined by GPS observations
 AA3095.and is referenced to NAD 83.
 AA3095
 AA3095.The geoid height was determined by GEOID03.
 AA3095
 AA3095;                    North         East     Units Scale Factor Converg.
 AA3095;SPC AL E     -   488,664.031   122,207.342   MT  1.00003456   -0 29 13.5
 AA3095;UTM  16      - 3,862,394.485   528,821.406   MT  0.99961024   +0 10 49.9
 AA3095
 AA3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3095!SPC AL E     -   0.99996513  x   1.00003456  =   0.99999969
 AA3095!UTM  16      -   0.99996513  x   0.99961024  =   0.99957539
 AA3095
 AA3095                          SUPERSEDED SURVEY CONTROL
 AA3095
 AA3095  ELLIP H (03/30/95)  222.22   (m)                       GP(       ) 4 2
 AA3095  NGVD 29 (03/30/95)  250.3    (m)          821.     (f) GPS OBS        
 AA3095
 AA3095.Superseded values are not recommended for survey control.
 AA3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3095.See file dsdata.txt to determine how the superseded data were derived.
 AA3095
 AA3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2882162394(NAD 83)
 AA3095_MARKER: DD = SURVEY DISK
 AA3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3095_SP_SET: CONCRETE POST
 AA3095_STAMPING: 45-42 1993
 AA3095_MARK LOGO: ALHD  
 AA3095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3095+STABILITY: SURFACE MOTION
 AA3095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3095+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3095
 AA3095  HISTORY     - Date     Condition        Report By
 AA3095  HISTORY     - 1993     MONUMENTED       ALHD
 AA3095
 AA3095                          STATION DESCRIPTION
 AA3095
 AA3095'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3095'THE STATION IS IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA3095'COUNTY ROAD ABOUT 13.00 MI (20.92 KM) NORTH OF HUNTSVILLE AND ABOUT
 AA3095'6.65 MI (10.70 KM) WEST OF HAZEL GREEN. TO REACH THE STATION FROM THE
 AA3095'JUNCTION OF U.S. 431 AND U.S. 72 EAST (MILEPOST 344.66 ON U.S. 431 AND
 AA3095'MILEPOST 99.00 ON U.S. 72) IN HUNTSVILLE, DRIVE NORTH ON U.S. 431 FOR
 AA3095'9.85 MI (15.85 KM) TO MILEPOST 354.50 AND GRIMWOOD ROAD TO THE LEFT AT
 AA3095'A CAUTION LIGHT. TURN LEFT ON GRIMWOOD ROAD AND DRIVE WEST FOR 3.60 MI
 AA3095'(5.79 KM) TO A FOUR WAY STOP WITH MURPHY HILL ROAD LEFT AND RIGHT.
 AA3095'CONTINUE STRAIGHT AHEAD ON GRIMWOOD ROAD FOR 2.25 MI (3.62 KM) TO A
 AA3095'REVERSE Y-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT. TURN
 AA3095'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 0.70 MI (1.13 KM) TO
 AA3095'THE STATION ON THE RIGHT. THE STATION IS 11.1 FT (3.4 M) SOUTH OF A
 AA3095'FIVE FOOT CHAIN LINK FENCE, 28.7 FT (8.7 M) NORTH OF THE CENTERLINE OF
 AA3095'THE PAVED COUNTY ROAD, 63.4 FT (19.3 M) WEST OF THE JUNCTION OF A
 AA3095'CHAIN LINK FENCE AND A WOOD BOARD FENCE, 77.7 FT (23.7 M) NORTHEAST OF
 AA3095'A CONCRETE HIGH VOLTAGE POWER POLE WITH ONE TRANSFORMER ACROSS THE
 AA3095'ROAD, 80.7 FT (24.6 M) EAST OF THE JUNCTION OF A CHAIN LINK FENCE AND
 AA3095'A WOODEN PRIVACY FENCE, 87.0 FT (26.5 M) EAST OF A POWER AND CABLE
 AA3095'POLE, 104.3 FT (31.8 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY
 AA3095'LEADING TO AN OFF WHITE WOOD FRAME HOUSE, 127.5 FT (38.9 M) WEST OF
 AA3095'THE CENTER OF A PAVED DRIVEWAY LEADING TO A BRICK HOUSE, 128.3 FT
 AA3095'(39.1 M) WEST OF THE CENTER OF A DOUBLE CHAIN LINK GATE LEADING TO A
 AA3095'BRICK HOUSE, 130.2 FT (39.7 M) WEST-NORTHWEST OF A TELEPHONE CABLE
 AA3095'PEDESTAL ACROSS THE ROAD, 11.8 FT (3.6 M) SOUTH OF A CARSONITE WITNESS
 AA3095'POST AND SET FLUSH WITH THE GROUND. STATION 45-41 1993 MAY BE USED AS
 AA3095'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9545 ***********************************************************************
 AA9545  DESIGNATION -  45 43
 AA9545  PID         -  AA9545
 AA9545  STATE/COUNTY-  AL/MADISON
 AA9545  USGS QUAD   -  MOONTOWN (1974)
 AA9545
 AA9545                         *CURRENT SURVEY CONTROL
 AA9545  ___________________________________________________________________
 AA9545* NAD 83(1992)-  34 44 21.28882(N)    086 26 20.63351(W)     ADJUSTED  
 AA9545* NAVD 88     -       194.9    (meters)     639.     (feet)  VERTCON   
 AA9545  ___________________________________________________________________
 AA9545  X           -     325,897.676 (meters)                     COMP
 AA9545  Y           -  -5,236,970.847 (meters)                     COMP
 AA9545  Z           -   3,614,227.822 (meters)                     COMP
 AA9545  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AA9545  ELLIP HEIGHT-         165.99  (meters)          (07/29/02) GPS OBS
 AA9545  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AA9545
 AA9545  HORZ ORDER  -  FIRST
 AA9545  ELLP ORDER  -  FOURTH    CLASS I
 AA9545
 AA9545.The horizontal coordinates were established by GPS observations
 AA9545.and adjusted by the National Geodetic Survey in December 1995..
 AA9545
 AA9545.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA9545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA9545
 AA9545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9545
 AA9545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9545
 AA9545.The ellipsoidal height was determined by GPS observations
 AA9545.and is referenced to NAD 83.
 AA9545
 AA9545.The geoid height was determined by GEOID03.
 AA9545
 AA9545;                    North         East     Units Scale Factor Converg.
 AA9545;SPC AL E     -   470,271.973   144,530.889   MT  0.99999791   -0 20 42.6
 AA9545;UTM  16      - 3,844,270.393   551,348.396   MT  0.99963250   +0 19 10.7
 AA9545
 AA9545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9545!SPC AL E     -   0.99997394  x   0.99999791  =   0.99997186
 AA9545!UTM  16      -   0.99997394  x   0.99963250  =   0.99960645
 AA9545
 AA9545                          SUPERSEDED SURVEY CONTROL
 AA9545
 AA9545  ELLIP H (12/22/95)  166.06   (m)                       GP(       ) 3 2
 AA9545  NGVD 29 (12/22/95)  194.9    (m)          639.     (f) GPS OBS        
 AA9545
 AA9545.Superseded values are not recommended for survey control.
 AA9545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9545.See file dsdata.txt to determine how the superseded data were derived.
 AA9545
 AA9545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5134844270(NAD 83)
 AA9545_MARKER: DD = SURVEY DISK
 AA9545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9545_STAMPING: 45-43 1995
 AA9545_MARK LOGO: ALHD  
 AA9545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA9545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9545+STABILITY: SURFACE MOTION
 AA9545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9545+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA9545
 AA9545  HISTORY     - Date     Condition        Report By
 AA9545  HISTORY     - 1995     MONUMENTED       ALHD
 AA9545
 AA9545                          STATION DESCRIPTION
 AA9545
 AA9545'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA9545'THE STATION IS LOCATED IN MADISON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA9545'U.S. 72, ABOUT 4.80 MI (7.72 KM) NORTHWEST OF GURLEY AND ABOUT 8.30 MI
 AA9545'(13.36 KM) EAST OF HUNTSVILLE.
 AA9545' 
 AA9545'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND BROCK ROAD (MILE
 AA9545'POST 109.25 ON U.S. 72) DRIVE WEST ON U.S. 72 FOR 0.60 MI (0.97 KM) TO
 AA9545'MILE POST 108.65 AND THE STATION ON THE LEFT.
 AA9545' 
 AA9545'THE STATION IS 102.6 FT (31.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AA9545'THE EAST BOUND LANES OF U.S. 72, 138.6 FT (42.2 M) WEST-NORTHWEST OF
 AA9545'LARGE POWER POLE NO. 125 WITH SEVEN GUY WIRES AT THE POINT WHERE THE
 AA9545'POWER LINE CROSSES U.S. 72, 1.5 FT (0.5 M) NORTH-NORTHEAST OF A
 AA9545'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA9545' 
 AA9545'STATION 8747 (HUNTSVILLE GPS) MAY BE USED AS AN AZIMUTH FOR THIS
 AA9545'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1733 ***********************************************************************
 EF1733  DESIGNATION -  45 5
 EF1733  PID         -  EF1733
 EF1733  STATE/COUNTY-  AL/MADISON
 EF1733  USGS QUAD   -  TONEY (1975)
 EF1733
 EF1733                         *CURRENT SURVEY CONTROL
 EF1733  ___________________________________________________________________
 EF1733* NAD 83(1992)-  34 58 57.43153(N)    086 44 52.73249(W)     ADJUSTED  
 EF1733* NAVD 88     -       276.4    (meters)     907.     (feet)  VERTCON   
 EF1733  ___________________________________________________________________
 EF1733  X           -     296,785.738 (meters)                     COMP
 EF1733  Y           -  -5,223,311.243 (meters)                     COMP
 EF1733  Z           -   3,636,429.689 (meters)                     COMP
 EF1733  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 EF1733  ELLIP HEIGHT-         248.38  (meters)          (07/29/02) GPS OBS
 EF1733  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EF1733
 EF1733  HORZ ORDER  -  FIRST
 EF1733  ELLP ORDER  -  FOURTH    CLASS I
 EF1733
 EF1733.The horizontal coordinates were established by GPS observations
 EF1733.and adjusted by the National Geodetic Survey in December 1992..
 EF1733
 EF1733.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1733.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1733
 EF1733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1733
 EF1733.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1733
 EF1733.The ellipsoidal height was determined by GPS observations
 EF1733.and is referenced to NAD 83.
 EF1733
 EF1733.The geoid height was determined by GEOID03.
 EF1733
 EF1733;                    North         East     Units Scale Factor Converg.
 EF1733;SPC AL E     -   497,485.312   116,487.930   MT  1.00004592   -0 31 27.9
 EF1733;UTM  16      - 3,871,144.680   523,002.015   MT  0.99960652   +0 08 40.2
 EF1733
 EF1733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1733!SPC AL E     -   0.99996101  x   1.00004592  =   1.00000693
 EF1733!UTM  16      -   0.99996101  x   0.99960652  =   0.99956755
 EF1733
 EF1733:                Primary Azimuth Mark                     Grid Az
 EF1733:SPC AL E     -  45 4                                     180 21 24.1
 EF1733:UTM  16      -  45 4                                     179 41 16.0
 EF1733
 EF1733|---------------------------------------------------------------------|
 EF1733| PID    Reference Object                     Distance      Geod. Az  |
 EF1733|                                                           dddmmss.s |
 EF1733| EF1732 45 4                                493.182 METERS 1794956.2 |
 EF1733|---------------------------------------------------------------------|
 EF1733
 EF1733                          SUPERSEDED SURVEY CONTROL
 EF1733
 EF1733  ELLIP H (12/04/92)  248.45   (m)                       GP(       ) 4 1
 EF1733  NAD 83(1992)-  34 58 57.43699(N)    086 44 52.73024(W) AD(       ) 1
 EF1733  NGVD 29 (12/04/92)  276.4    (m)          907.     (f) GPS OBS        
 EF1733
 EF1733.Superseded values are not recommended for survey control.
 EF1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1733.See file dsdata.txt to determine how the superseded data were derived.
 EF1733
 EF1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2300271145(NAD 83)
 EF1733_MARKER: DD = SURVEY DISK
 EF1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1733_SP_SET: CONCRETE POST
 EF1733_STAMPING: 45 - 5 1990
 EF1733_MARK LOGO: ALHD  
 EF1733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1733+STABILITY: SURFACE MOTION
 EF1733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1733+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1991
 EF1733
 EF1733  HISTORY     - Date     Condition        Report By
 EF1733  HISTORY     - 1990     MONUMENTED       ALHD
 EF1733  HISTORY     - 19910131 GOOD
 EF1733
 EF1733                          STATION DESCRIPTION
 EF1733
 EF1733'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1733'THE STATION IS LOCATED IN MADISON COUNTY ON THE EAST RIGHT OF WAY OF
 EF1733'WALL - TRIANA HIGHWAY, ABOUT 16.98 KM (10.55 MI) WEST - NORTHWEST OF
 EF1733'HAZEL GREEN AND ABOUT 31.87 KM (19.80 MI) NORTH OF MADISON.
 EF1733'TO REACH THE STATION FROM THE JUNCTION OF ALA 53 AND WALL - TRIANA
 EF1733'HIGHWAY, MILE POST 333.95 ON ALA 53, DRIVE NORTH ON WALL - TRIANA
 EF1733'HIGHAWY 8.93 KM (5.55 MI) TO A PAVED CROSS ROAD WITH ELKWOOD SECTION
 EF1733'ROAD LEFT AND RIGHT, CONTINUE NORTH ON WALL - TRIANA HIGHWAY 0.56 KM
 EF1733'(0.35 MI) TO THE STATION ON THE RIGHT.
 EF1733'THE STATION IS LOCATED IN FRONT OF TWO BRACED POSTS IN THE FENCE LINE,
 EF1733'0.91 M (2.99 FT) WEST OF A HOG WIRE AND BARBED WIRE FENCE ON TREATED
 EF1733'WOOD POSTS, 9.69 M (31.79 FT) EAST OF THE CENTERLINE OF WALL - TRIANA
 EF1733'HIGHWAY, 20.45 M (67.09 FT) NORTH OF TELEPHONE CABLE PEDESTAL NO. 2B
 EF1733'25 LP4, 0.85 M (2.79 FT) WEST OF A CARSONITE WITNESS POST, AND SET
 EF1733'FLUSH WITH THE GROUND.
 EF1733'STATION 45 - 4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1733
 EF1733                          STATION RECOVERY (1991)
 EF1733
 EF1733'RECOVERED 1991
 EF1733'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1734 ***********************************************************************
 EF1734  DESIGNATION -  45 6
 EF1734  PID         -  EF1734
 EF1734  STATE/COUNTY-  AL/MADISON
 EF1734  USGS QUAD   -  FISK (1974)
 EF1734
 EF1734                         *CURRENT SURVEY CONTROL
 EF1734  ___________________________________________________________________
 EF1734* NAD 83(1992)-  34 58 48.65088(N)    086 34 11.01770(W)     ADJUSTED  
 EF1734* NAVD 88     -       242.7    (meters)     796.     (feet)  VERTCON   
 EF1734  ___________________________________________________________________
 EF1734  X           -     313,042.247 (meters)                     COMP
 EF1734  Y           -  -5,222,489.715 (meters)                     COMP
 EF1734  Z           -   3,636,188.506 (meters)                     COMP
 EF1734  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 EF1734  ELLIP HEIGHT-         214.42  (meters)          (07/29/02) GPS OBS
 EF1734  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EF1734
 EF1734  HORZ ORDER  -  FIRST
 EF1734  ELLP ORDER  -  FOURTH    CLASS I
 EF1734
 EF1734.The horizontal coordinates were established by GPS observations
 EF1734.and adjusted by the National Geodetic Survey in December 1992..
 EF1734
 EF1734.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1734.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1734
 EF1734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1734
 EF1734.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1734
 EF1734.The ellipsoidal height was determined by GPS observations
 EF1734.and is referenced to NAD 83.
 EF1734
 EF1734.The geoid height was determined by GEOID03.
 EF1734
 EF1734;                    North         East     Units Scale Factor Converg.
 EF1734;SPC AL E     -   497,080.267   132,761.802   MT  1.00001570   -0 25 19.9
 EF1734;SPC TN       -    71,920.684   547,975.362   MT  1.00005857   -0 20 00.7
 EF1734;SPC TN       -   235,959.78  1,797,815.83   sFT  1.00005857   -0 20 00.7
 EF1734;UTM  16      - 3,870,929.734   539,272.703   MT  0.99961901   +0 14 48.0
 EF1734
 EF1734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1734!SPC AL E     -   0.99996634  x   1.00001570  =   0.99998204
 EF1734!SPC TN       -   0.99996634  x   1.00005857  =   1.00002491
 EF1734!UTM  16      -   0.99996634  x   0.99961901  =   0.99958537
 EF1734
 EF1734:                Primary Azimuth Mark                     Grid Az
 EF1734:SPC AL E     -  45 7                                     001 55 59.1
 EF1734:SPC TN       -  45 7                                     001 50 39.9
 EF1734:UTM  16      -  45 7                                     001 15 51.2
 EF1734
 EF1734|---------------------------------------------------------------------|
 EF1734| PID    Reference Object                     Distance      Geod. Az  |
 EF1734|                                                           dddmmss.s |
 EF1734| EF1735 45 7                                479.873 METERS 0013039.2 |
 EF1734|---------------------------------------------------------------------|
 EF1734
 EF1734                          SUPERSEDED SURVEY CONTROL
 EF1734
 EF1734  ELLIP H (12/04/92)  214.47   (m)                       GP(       ) 4 1
 EF1734  NAD 83(1992)-  34 58 48.65673(N)    086 34 11.01811(W) AD(       ) 1
 EF1734  NGVD 29 (12/04/92)  242.7    (m)          796.     (f) GPS OBS        
 EF1734
 EF1734.Superseded values are not recommended for survey control.
 EF1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1734.See file dsdata.txt to determine how the superseded data were derived.
 EF1734
 EF1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3927370930(NAD 83)
 EF1734_MARKER: DD = SURVEY DISK
 EF1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1734_SP_SET: CONCRETE POST
 EF1734_STAMPING: 45 - 6 1990
 EF1734_MARK LOGO: ALHD  
 EF1734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1734+STABILITY: SURFACE MOTION
 EF1734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1734+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 EF1734
 EF1734  HISTORY     - Date     Condition        Report By
 EF1734  HISTORY     - 1990     MONUMENTED       ALHD
 EF1734  HISTORY     - 19910205 GOOD
 EF1734
 EF1734                          STATION DESCRIPTION
 EF1734
 EF1734'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1734'THE STATION IS LOCATED IN MADISON COUNTY ON THE WEST RIGHT OF WAY OF
 EF1734'U. S. 231 AND U. S. 431, ABOUT 5.23 KM (3.25 MI) NORTH OF HAZEL GREEN
 EF1734'AND ABOUT 15.13 KM (9.40 MI) NORTWEST OF NEW MARKET.
 EF1734'TO REACH THE STATION FROM THE ALABAMA - TENNESSEE STATE LINE ON U. S.
 EF1734'231 AND U. 431, MILE POST 360.60 ON U. S. 431, DRIVE SOUTH ON U. S.
 EF1734'231 AND U. S. 431 1.21 KM (0.75 MI) TO MILE POST 359.85 AND THE
 EF1734'STATION ON THE RIGHT.
 EF1734'THE STATION IS 11.89 M (39.01 FT) WEST OF THE CENTERLINE OF U. S. 231
 EF1734'AND U. S. 431, 25.09 M (82.32 FT) SOUTH OF THE WEST END OF AN 18 INCH
 EF1734'CM PIPE UNDER U. S. 231 AND U. S. 431, 40.17 M (131.79 FT) SOUTH -
 EF1734'SOUTHEAST OF A POWER POLE, 41.85 M (137.30 FT) NORTH - NORTHWEST OF
 EF1734'THE NORTH END OF A 15 INCH CONCRETE PIPE UNDER A CONCRETE DRIVEWAY,
 EF1734'0.43 M (1.41 FT) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 EF1734'THE GROUND.
 EF1734'STATION 45 - 7 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1734
 EF1734                          STATION RECOVERY (1991)
 EF1734
 EF1734'RECOVERED 1991
 EF1734'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1735 ***********************************************************************
 EF1735  DESIGNATION -  45 7
 EF1735  PID         -  EF1735
 EF1735  STATE/COUNTY-  AL/MADISON
 EF1735  USGS QUAD   -  FISK (1974)
 EF1735
 EF1735                         *CURRENT SURVEY CONTROL
 EF1735  ___________________________________________________________________
 EF1735* NAD 83(1992)-  34 59 04.21731(N)    086 34 10.51882(W)     ADJUSTED  
 EF1735* NAVD 88     -       248.4    (meters)     815.     (feet)  VERTCON   
 EF1735  ___________________________________________________________________
 EF1735  X           -     313,038.702 (meters)                     COMP
 EF1735  Y           -  -5,222,219.100 (meters)                     COMP
 EF1735  Z           -   3,636,584.842 (meters)                     COMP
 EF1735  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 EF1735  ELLIP HEIGHT-         220.15  (meters)          (07/29/02) GPS OBS
 EF1735  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EF1735
 EF1735  HORZ ORDER  -  FIRST
 EF1735  ELLP ORDER  -  FOURTH    CLASS I
 EF1735
 EF1735.The horizontal coordinates were established by GPS observations
 EF1735.and adjusted by the National Geodetic Survey in December 1992..
 EF1735
 EF1735.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1735.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1735
 EF1735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1735
 EF1735.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1735
 EF1735.The ellipsoidal height was determined by GPS observations
 EF1735.and is referenced to NAD 83.
 EF1735
 EF1735.The geoid height was determined by GEOID03.
 EF1735
 EF1735;                    North         East     Units Scale Factor Converg.
 EF1735;SPC AL E     -   497,559.875   132,777.990   MT  1.00001567   -0 25 19.7
 EF1735;SPC TN       -    72,400.337   547,990.808   MT  1.00005745   -0 20 00.5
 EF1735;SPC TN       -   237,533.44  1,797,866.51   sFT  1.00005745   -0 20 00.5
 EF1735;UTM  16      - 3,871,409.308   539,283.286   MT  0.99961902   +0 14 48.4
 EF1735
 EF1735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1735!SPC AL E     -   0.99996544  x   1.00001567  =   0.99998111
 EF1735!SPC TN       -   0.99996544  x   1.00005745  =   1.00002289
 EF1735!UTM  16      -   0.99996544  x   0.99961902  =   0.99958448
 EF1735
 EF1735:                Primary Azimuth Mark                     Grid Az
 EF1735:SPC AL E     -  45 6                                     181 55 59.2
 EF1735:SPC TN       -  45 6                                     181 50 40.0
 EF1735:UTM  16      -  45 6                                     181 15 51.1
 EF1735
 EF1735|---------------------------------------------------------------------|
 EF1735| PID    Reference Object                     Distance      Geod. Az  |
 EF1735|                                                           dddmmss.s |
 EF1735| EF1734 45 6                                479.873 METERS 1813039.5 |
 EF1735|---------------------------------------------------------------------|
 EF1735
 EF1735                          SUPERSEDED SURVEY CONTROL
 EF1735
 EF1735  ELLIP H (12/04/92)  220.20   (m)                       GP(       ) 4 1
 EF1735  NAD 83(1992)-  34 59 04.22317(N)    086 34 10.51923(W) AD(       ) 1
 EF1735  NGVD 29 (12/04/92)  248.4    (m)          815.     (f) GPS OBS        
 EF1735
 EF1735.Superseded values are not recommended for survey control.
 EF1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1735.See file dsdata.txt to determine how the superseded data were derived.
 EF1735
 EF1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3928371409(NAD 83)
 EF1735_MARKER: DD = SURVEY DISK
 EF1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1735_SP_SET: CONCRETE POST
 EF1735_STAMPING: 45 - 7 1990
 EF1735_MARK LOGO: ALHD  
 EF1735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1735+STABILITY: SURFACE MOTION
 EF1735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1735+SATELLITE: SATELLITE OBSERVATIONS - February 05, 1991
 EF1735
 EF1735  HISTORY     - Date     Condition        Report By
 EF1735  HISTORY     - 1990     MONUMENTED       ALHD
 EF1735  HISTORY     - 19910205 GOOD
 EF1735
 EF1735                          STATION DESCRIPTION
 EF1735
 EF1735'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1735'THE STATION IS LOCATED IN MADISON COUNTY ON THE WEST RIGHT OF WAY OF
 EF1735'U. S. 231 AND U. S. 431, ABOUT 5.71 KM (3.55 MI) NORTH OF HAZEL GREEN
 EF1735'AND ABOUT 15.29 KM (9.50 MI) NORTWEST OF NEW MARKET.
 EF1735'TO REACH THE STATION FROM THE ALABAMA - TENNESSEE STATE LINE ON U. S.
 EF1735'231 AND U. 431, MILE POST 360.60 ON U. S. 431, DRIVE SOUTH ON U. S.
 EF1735'231 AND U. S. 431 0.72 KM (0.45 MI) TO MILE POST 360.15 AND THE
 EF1735'STATION ON THE LEFT.
 EF1735'THE STATION IS 17.59 M (57.71 FT) NORTH OF A TELEPHONE BURIED CABLE
 EF1735'WARNING SIGN, 18.59 M (60.99 FT) EAST OF THE CENTERLINE OF THE NORTH
 EF1735'BOUND LANES OF U. S. 231 AND U. S. 431, 23.87 M (78.31 FT) NORTH OF
 EF1735'THE NORTH END OF AN 18 INCH CONCRETE PIPE UNDER A PAVED DRIVEWAY,
 EF1735'26.58 M (87.20 FT) SOUTH - SOUTHEAST OF THE SOUTH END OF A 36 INCH
 EF1735'CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, ABOUT 49.38 M (162.01 FT)
 EF1735'NORTHWEST OF THE NORTHWEST CORNER OF BEIGE CONCRETE BLOCK RUBYS
 EF1735'LOUNGE, 1.04 M (3.41 FT) EAST OF A CARSONITE WITNESS POST, AND SET
 EF1735'FLUSH WITH THE GROUND.
 EF1735'STATION 45 - 6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1735
 EF1735                          STATION RECOVERY (1991)
 EF1735
 EF1735'RECOVERED 1991
 EF1735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1736 ***********************************************************************
 EF1736  DESIGNATION -  45 8
 EF1736  PID         -  EF1736
 EF1736  STATE/COUNTY-  AL/MADISON
 EF1736  USGS QUAD   -  NEW MARKET (1974)
 EF1736
 EF1736                         *CURRENT SURVEY CONTROL
 EF1736  ___________________________________________________________________
 EF1736* NAD 83(1992)-  34 59 16.95787(N)    086 23 44.00053(W)     ADJUSTED  
 EF1736* NAVD 88     -       268.5    (meters)     881.     (feet)  GPS OBS   
 EF1736  ___________________________________________________________________
 EF1736  X           -     328,886.311 (meters)                     COMP
 EF1736  Y           -  -5,221,035.686 (meters)                     COMP
 EF1736  Z           -   3,636,917.884 (meters)                     COMP
 EF1736  LAPLACE CORR-          -1.82  (seconds)                    DEFLEC99
 EF1736  ELLIP HEIGHT-         239.96  (meters)          (08/29/05) GPS OBS
 EF1736  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EF1736
 EF1736  HORZ ORDER  -  A
 EF1736  ELLP ORDER  -  FOURTH    CLASS I
 EF1736
 EF1736.The horizontal coordinates were established by GPS observations
 EF1736.and adjusted by the National Geodetic Survey in August 2005..
 EF1736
 EF1736.The orthometric height was determined by GPS observations and a
 EF1736.high-resolution geoid model.
 EF1736
 EF1736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1736
 EF1736.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1736
 EF1736.The ellipsoidal height was determined by GPS observations
 EF1736.and is referenced to NAD 83.
 EF1736
 EF1736.The geoid height was determined by GEOID03.
 EF1736
 EF1736;                    North         East     Units Scale Factor Converg.
 EF1736;SPC AL E     -   497,849.249   148,670.053   MT  0.99999246   -0 19 20.6
 EF1736;SPC TN       -    72,714.623   563,883.248   MT  1.00005655   -0 13 53.7
 EF1736;SPC TN       -   238,564.56  1,850,006.96   sFT  1.00005655   -0 13 53.7
 EF1736;UTM  16      - 3,871,884.029   555,164.917   MT  0.99963750   +0 20 47.8
 EF1736
 EF1736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1736!SPC AL E     -   0.99996234  x   0.99999246  =   0.99995480
 EF1736!SPC TN       -   0.99996234  x   1.00005655  =   1.00001888
 EF1736!UTM  16      -   0.99996234  x   0.99963750  =   0.99959985
 EF1736
 EF1736                          SUPERSEDED SURVEY CONTROL
 EF1736
 EF1736  ELLIP H (07/29/02)  239.87   (m)                       GP(       ) 4 1
 EF1736  NAD 83(1992)-  34 59 16.95811(N)    086 23 44.00132(W) AD(       ) 1
 EF1736  ELLIP H (12/04/92)  239.92   (m)                       GP(       ) 4 1
 EF1736  NAD 83(1992)-  34 59 16.96355(N)    086 23 44.00098(W) AD(       ) 1
 EF1736  NGVD 29 (12/04/92)  268.4    (m)          881.     (f) GPS OBS        
 EF1736
 EF1736.Superseded values are not recommended for survey control.
 EF1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1736.See file dsdata.txt to determine how the superseded data were derived.
 EF1736
 EF1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5516571884(NAD 83)
 EF1736_MARKER: DD = SURVEY DISK
 EF1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1736_SP_SET: CONCRETE POST
 EF1736_STAMPING: 45 - 8 1990
 EF1736_MARK LOGO: ALHD  
 EF1736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1736+STABILITY: SURFACE MOTION
 EF1736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1736+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 EF1736
 EF1736  HISTORY     - Date     Condition        Report By
 EF1736  HISTORY     - 1990     MONUMENTED       ALHD
 EF1736  HISTORY     - 19910205 GOOD
 EF1736  HISTORY     - 20040329 GOOD             ALHD
 EF1736  HISTORY     - 20040622 GOOD             LOCSUR
 EF1736
 EF1736                          STATION DESCRIPTION
 EF1736
 EF1736'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1736'THE STATION IS LOCATED IN MADISON COUNTY ON THE SOUTHEAST RIGHT OF WAY
 EF1736'OF WINCHESTER ROAD, ABOUT 9.09 KM (5.65 MI) NORTH - NORTHEAST OF NEW
 EF1736'MARKET AND ABOUT 17.14 KM (10.65 MI) EAST - NORTHEAST OF HAZEL GREEN.
 EF1736'TO REACH THE STATION FROM THE JUNCTION OF MEMORIAL PARKWAY (U. S. 231
 EF1736'AND U. S. 431) AND WINCHESTER ROAD, MILE POST 346.95 ON U. S. 431, IN
 EF1736'NORTH HUNTSVILLE, DRIVE EAST AND NORTHEAST ON WINCHESTER ROAD 16.01
 EF1736'KM (9.95 MI) TO BUCKHORN HIGH SCHOOL ON THE LEFT, CONTINUE NORTHEAST
 EF1736'ON WINCHESTER ROAD 15.13 KM (9.40 MI) TO THE STATION ON THE RIGHT,
 EF1736'0.64 KM (0.40 MI) SOUTHWEST OF THE ALABAMA - TENNESSEE STATE LINE.
 EF1736'THE STATION IS 15.06 M (49.41 FT) SOUTHEAST OF THE CENTERLINE OF
 EF1736'WINCHESTER ROAD, 26.91 M (88.29 FT) SOUTH - SOUTHEAST OF A POWER POLE
 EF1736'ACROSS WINCHESTER ROAD, 27.34 M (89.70 FT) SOUTH - SOUTHEAST OF
 EF1736'TELEPHONE CABLE PEDESTAL NO. B 80 ACROSS WINCHESTER ROAD, 0.98 M
 EF1736'(3.22 FT) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 EF1736'THE GROUND.
 EF1736'STATION 45 - 9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1736
 EF1736                          STATION RECOVERY (1991)
 EF1736
 EF1736'RECOVERED 1991
 EF1736'RECOVERED IN GOOD CONDITION.
 EF1736
 EF1736                          STATION RECOVERY (2004)
 EF1736
 EF1736'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1736'RECOVERED IN GOOD CONDITION.
 EF1736
 EF1736                          STATION RECOVERY (2004)
 EF1736
 EF1736'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (ASM)
 EF1736'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1737 ***********************************************************************
 EF1737  DESIGNATION -  45 9
 EF1737  PID         -  EF1737
 EF1737  STATE/COUNTY-  AL/MADISON
 EF1737  USGS QUAD   -  NEW MARKET (1974)
 EF1737
 EF1737                         *CURRENT SURVEY CONTROL
 EF1737  ___________________________________________________________________
 EF1737* NAD 83(1992)-  34 59 29.96778(N)    086 23 25.77787(W)     ADJUSTED  
 EF1737* NAVD 88     -       270.9    (meters)     889.     (feet)  VERTCON   
 EF1737  ___________________________________________________________________
 EF1737  X           -     329,333.213 (meters)                     COMP
 EF1737  Y           -  -5,220,779.060 (meters)                     COMP
 EF1737  Z           -   3,637,247.691 (meters)                     COMP
 EF1737  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 EF1737  ELLIP HEIGHT-         242.29  (meters)          (07/29/02) GPS OBS
 EF1737  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EF1737
 EF1737  HORZ ORDER  -  FIRST
 EF1737  ELLP ORDER  -  FOURTH    CLASS I
 EF1737
 EF1737.The horizontal coordinates were established by GPS observations
 EF1737.and adjusted by the National Geodetic Survey in December 1992..
 EF1737
 EF1737.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1737.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1737
 EF1737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1737
 EF1737.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1737
 EF1737.The ellipsoidal height was determined by GPS observations
 EF1737.and is referenced to NAD 83.
 EF1737
 EF1737.The geoid height was determined by GEOID03.
 EF1737
 EF1737;                    North         East     Units Scale Factor Converg.
 EF1737;SPC AL E     -   498,247.574   149,134.432   MT  0.99999188   -0 19 10.3
 EF1737;SPC TN       -    73,113.709   564,347.025   MT  1.00005563   -0 13 43.0
 EF1737;SPC TN       -   239,873.89  1,851,528.53   sFT  1.00005563   -0 13 43.0
 EF1737;UTM  16      - 3,872,287.606   555,624.451   MT  0.99963813   +0 20 58.3
 EF1737
 EF1737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1737!SPC AL E     -   0.99996197  x   0.99999188  =   0.99995385
 EF1737!SPC TN       -   0.99996197  x   1.00005563  =   1.00001760
 EF1737!UTM  16      -   0.99996197  x   0.99963813  =   0.99960011
 EF1737
 EF1737                          SUPERSEDED SURVEY CONTROL
 EF1737
 EF1737  ELLIP H (12/04/92)  242.35   (m)                       GP(       ) 4 1
 EF1737  NAD 83(1992)-  34 59 29.97322(N)    086 23 25.77755(W) AD(       ) 1
 EF1737  NGVD 29 (12/04/92)  270.9    (m)          889.     (f) GPS OBS        
 EF1737
 EF1737.Superseded values are not recommended for survey control.
 EF1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1737.See file dsdata.txt to determine how the superseded data were derived.
 EF1737
 EF1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5562472288(NAD 83)
 EF1737_MARKER: DD = SURVEY DISK
 EF1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1737_SP_SET: CONCRETE POST
 EF1737_STAMPING: 45 - 9 1990
 EF1737_MARK LOGO: ALHD  
 EF1737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1737+STABILITY: SURFACE MOTION
 EF1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF1737+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 EF1737
 EF1737  HISTORY     - Date     Condition        Report By
 EF1737  HISTORY     - 1990     MONUMENTED       ALHD
 EF1737  HISTORY     - 19910205 GOOD
 EF1737  HISTORY     - 20040329 GOOD             ALHD
 EF1737
 EF1737                          STATION DESCRIPTION
 EF1737
 EF1737'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1737'THE STATION IS LOCATED IN MADISON COUNTY ON THE NORTHWEST RIGHT OF WAY
 EF1737'OF WINCHESTER ROAD, ABOUT 9.58 KM (5.95 MI) NORTH - NORTHEAST OF NEW
 EF1737'MARKET AND ABOUT 17.62 KM (10.95 MI) EAST - NORTHEAST OF HAZEL GREEN.
 EF1737'TO REACH THE STATION FROM THE JUNCTION OF MEMORIAL PARKWAY (U. S. 231
 EF1737'AND U. S. 431) AND WINCHESTER ROAD, MILE POST 346.95 ON U. S. 431, IN
 EF1737'NORTH HUNTSVILLE, DRIVE EAST AND NORTHEAST ON WINCHESTER ROAD 16.01
 EF1737'KM (9.95 MI) TO BUCKHORN HIGH SCHOOL ON THE LEFT, CONTINUE NORTHEAST
 EF1737'ON WINCHESTER ROAD 15.77 KM (9.80 MI) TO THE STATION ON THE LEFT AT
 EF1737'THE ALABAMA - TENNESSEE STATE LINE.
 EF1737'THE STATION IS 1.10 M (3.61 FT) SOUTHEAST OF A THREE STRAND BARBED
 EF1737'WIRE FENCE ON OLD WOOD POSTS, 6.55 M (21.49 FT) EAST - SOUTHEAST OF
 EF1737'THE SOUTHEAST END OF AN ENTERING MADISON COUNTY SOIL AND WATER
 EF1737'CONSERVATION DISTRICT SIGN, 9.91 M (32.51 FT) NORTHWEST OF THE
 EF1737'CENTERLINE OF WINCHESTER ROAD, 13.41 M (44.00 FT) SOUTHWEST OF THE
 EF1737'NORTHEAST CORNER OF A PASTURE FENCE (THE ALABAMA - TENNESSEE STATE
 EF1737'LINE), 17.07 M (56.00 FT) SOUTHWEST OF THE CENTER OF A FIELD ROAD,
 EF1737'1.04 M (3.41 FT) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1737'WITH THE GROUND.
 EF1737'STATION 45 - 8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1737
 EF1737                          STATION RECOVERY (1991)
 EF1737
 EF1737'RECOVERED 1991
 EF1737'RECOVERED IN GOOD CONDITION.
 EF1737
 EF1737                          STATION RECOVERY (2004)
 EF1737
 EF1737'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1737'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0057 ***********************************************************************
 BV0057  DESIGNATION -  45.1
 BV0057  PID         -  BV0057
 BV0057  STATE/COUNTY-  AL/CHOCTAW
 BV0057  USGS QUAD   -  COFFEEVILLE (1981)
 BV0057
 BV0057                         *CURRENT SURVEY CONTROL
 BV0057  ___________________________________________________________________
 BV0057* NAD 83(1986)-  31 45 25.     (N)    088 06 13.     (W)     SCALED    
 BV0057* NAVD 88     -        13.748  (meters)      45.10   (feet)  ADJUSTED  
 BV0057  ___________________________________________________________________
 BV0057  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV0057  DYNAMIC HT  -          13.732 (meters)      45.05  (feet)  COMP
 BV0057  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 BV0057
 BV0057  VERT ORDER  -  SECOND    CLASS 0
 BV0057
 BV0057.The horizontal coordinates were scaled from a topographic map and have
 BV0057.an estimated accuracy of +/- 6 seconds.
 BV0057
 BV0057.The orthometric height was determined by differential leveling
 BV0057.and adjusted by the National Geodetic Survey in June 1991..
 BV0057
 BV0057.The geoid height was determined by GEOID03.
 BV0057
 BV0057.The dynamic height is computed by dividing the NAVD 88
 BV0057.geopotential number by the normal gravity value computed on the
 BV0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0057.degrees latitude (g = 980.6199 gals.).
 BV0057
 BV0057.The modeled gravity was interpolated from observed gravity values.
 BV0057
 BV0057;                    North         East    Units  Estimated Accuracy
 BV0057;SPC AL W     -   194,930.      542,820.      MT  (+/- 180 meters Scaled)
 BV0057
 BV0057                          SUPERSEDED SURVEY CONTROL
 BV0057
 BV0057  NGVD 29 (??/??/92)   13.739  (m)           45.08   (f) ADJ UNCH    2 0
 BV0057
 BV0057.Superseded values are not recommended for survey control.
 BV0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0057.See file dsdata.txt to determine how the superseded data were derived.
 BV0057
 BV0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA954140(NAD 83)
 BV0057_MARKER: B = BOLT
 BV0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0057+STABILITY: SURFACE MOTION
 BV0057
 BV0057  HISTORY     - Date     Condition        Report By
 BV0057  HISTORY     - UNK      MONUMENTED       USE
 BV0057  HISTORY     - 1935     GOOD             NGS
 BV0057
 BV0057                          STATION DESCRIPTION
 BV0057
 BV0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BV0057'1.3 MI W FROM COFFEEVILLE.
 BV0057'IN CHOCTAW COUNTY, ABOUT 1.3 MILES WEST ALONG THE BLADEN SPRINGS ROAD
 BV0057'FROM COFFEEVILLE, CLARKE COUNTY, AT THE WEST SIDE OF TOMBIGBEE RIVER,
 BV0057'ABOUT 200 YARDS SOUTH OF BENCH MARK U-117, DESCRIBED ABOVE, AT THE OLD
 BV0057'FERRY LANDING, AT THE EAST SIDE OF A LARGE OAK TREE, AND BETWEEN TWO
 BV0057'ROOTS.  A BOLT SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1027 ***********************************************************************
 CM1027  DESIGNATION -  452
 CM1027  PID         -  CM1027
 CM1027  STATE/COUNTY-  AL/RUSSELL
 CM1027  USGS QUAD   -  CRAWFORD (1984)
 CM1027
 CM1027                         *CURRENT SURVEY CONTROL
 CM1027  ___________________________________________________________________
 CM1027* NAD 83(1986)-  32 27 26.     (N)    085 11 23.     (W)     SCALED    
 CM1027* NAVD 88     -       137.898  (meters)     452.42   (feet)  ADJUSTED  
 CM1027  ___________________________________________________________________
 CM1027  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CM1027  DYNAMIC HT  -         137.738 (meters)     451.90  (feet)  COMP
 CM1027  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 CM1027
 CM1027  VERT ORDER  -  SECOND    CLASS 0
 CM1027
 CM1027.The horizontal coordinates were scaled from a topographic map and have
 CM1027.an estimated accuracy of +/- 6 seconds.
 CM1027
 CM1027.The orthometric height was determined by differential leveling
 CM1027.and adjusted by the National Geodetic Survey in June 1991..
 CM1027
 CM1027.The geoid height was determined by GEOID03.
 CM1027
 CM1027.The dynamic height is computed by dividing the NAVD 88
 CM1027.geopotential number by the normal gravity value computed on the
 CM1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1027.degrees latitude (g = 980.6199 gals.).
 CM1027
 CM1027.The modeled gravity was interpolated from observed gravity values.
 CM1027
 CM1027;                    North         East    Units  Estimated Accuracy
 CM1027;SPC AL E     -   217,190.      260,510.      MT  (+/- 180 meters Scaled)
 CM1027
 CM1027                          SUPERSEDED SURVEY CONTROL
 CM1027
 CM1027  NGVD 29 (??/??/92)  137.897  (m)          452.42   (f) ADJ UNCH    2 0
 CM1027
 CM1027.Superseded values are not recommended for survey control.
 CM1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1027.See file dsdata.txt to determine how the superseded data were derived.
 CM1027
 CM1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA701925(NAD 83)
 CM1027_MARKER: DD = SURVEY DISK
 CM1027_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1027_SP_SET: BUILDING
 CM1027_STAMPING: 452 ADJ 1907
 CM1027_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1027
 CM1027  HISTORY     - Date     Condition        Report By
 CM1027  HISTORY     - 1907     MONUMENTED       USGS
 CM1027  HISTORY     - 1952     GOOD             NGS
 CM1027
 CM1027                          STATION DESCRIPTION
 CM1027
 CM1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM1027'0.4 MI E FROM CRAWFORD.
 CM1027'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 CM1027'STATE HIGHWAY 169, IN THE NORTHWEST ANGLE OF THE JUNCTION OF A
 CM1027'ROAD NORTH, SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST
 CM1027'CORNER OF THE METHODIST CHURCH, 2 FEET EAST OF CORNER AND 3 FEET
 CM1027'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0702 ***********************************************************************
 EF0702  DESIGNATION -  46
 EF0702  PID         -  EF0702
 EF0702  STATE/COUNTY-  AL/MADISON
 EF0702  USGS QUAD   -  TRIANA (1982)
 EF0702
 EF0702                         *CURRENT SURVEY CONTROL
 EF0702  ___________________________________________________________________
 EF0702* NAD 83(1986)-  34 35 27.     (N)    086 42 18.     (W)     SCALED    
 EF0702* NAVD 88     -       172.624  (meters)     566.35   (feet)  ADJUSTED  
 EF0702  ___________________________________________________________________
 EF0702  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EF0702  DYNAMIC HT  -         172.450 (meters)     565.78  (feet)  COMP
 EF0702  MODELED GRAV-     979,623.5   (mgal)                       NAVD 88
 EF0702
 EF0702  VERT ORDER  -  FIRST     CLASS II
 EF0702
 EF0702.The horizontal coordinates were scaled from a topographic map and have
 EF0702.an estimated accuracy of +/- 6 seconds.
 EF0702
 EF0702.The orthometric height was determined by differential leveling
 EF0702.and adjusted by the National Geodetic Survey in June 1991..
 EF0702
 EF0702.The geoid height was determined by GEOID03.
 EF0702
 EF0702.The dynamic height is computed by dividing the NAVD 88
 EF0702.geopotential number by the normal gravity value computed on the
 EF0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0702.degrees latitude (g = 980.6199 gals.).
 EF0702
 EF0702.The modeled gravity was interpolated from observed gravity values.
 EF0702
 EF0702;                    North         East    Units  Estimated Accuracy
 EF0702;SPC AL E     -   453,990.      120,040.      MT  (+/- 180 meters Scaled)
 EF0702
 EF0702                          SUPERSEDED SURVEY CONTROL
 EF0702
 EF0702  NGVD 29 (??/??/92)  172.588  (m)          566.23   (f) ADJ UNCH    1 2
 EF0702
 EF0702.Superseded values are not recommended for survey control.
 EF0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0702.See file dsdata.txt to determine how the superseded data were derived.
 EF0702
 EF0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED270277(NAD 83)
 EF0702_MARKER: DD = SURVEY DISK
 EF0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0702+STABILITY: SURFACE MOTION
 EF0702
 EF0702  HISTORY     - Date     Condition        Report By
 EF0702  HISTORY     - UNK      MONUMENTED       USE
 EF0702  HISTORY     - 1933     GOOD             NGS
 EF0702  HISTORY     - 1948     MARK NOT FOUND   TVA
 EF0702
 EF0702                          STATION DESCRIPTION
 EF0702
 EF0702'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0702'17.5 MI SE FROM DECATUR.
 EF0702'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 141 1/2,
 EF0702'ABOUT HALF WAY BETWEEN UPPER END OF TRIANA BAR AND LOWER END OF LEES
 EF0702'BAR.  ON CREST OF BANK AND ON RIVER SIDE OF ROAD APPROX 20 FT. N. OF
 EF0702'BLAZED HACKBERRY TREE.
 EF0702
 EF0702                          STATION RECOVERY (1948)
 EF0702
 EF0702'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1948
 EF0702'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1943 ***********************************************************************
 DG1943  DESIGNATION -  46
 DG1943  PID         -  DG1943
 DG1943  STATE/COUNTY-  AL/CALHOUN
 DG1943  USGS QUAD   -  CHOCCOLOCCO (1983)
 DG1943
 DG1943                         *CURRENT SURVEY CONTROL
 DG1943  ___________________________________________________________________
 DG1943* NAD 83(1986)-  33 38 20.     (N)    085 44 02.     (W)     SCALED    
 DG1943* NAVD 88     -       208.110  (meters)     682.77   (feet)  ADJUSTED  
 DG1943  ___________________________________________________________________
 DG1943  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG1943  DYNAMIC HT  -         207.885 (meters)     682.04  (feet)  COMP
 DG1943  MODELED GRAV-     979,554.9   (mgal)                       NAVD 88
 DG1943
 DG1943  VERT ORDER  -  SECOND    CLASS 0
 DG1943
 DG1943.The horizontal coordinates were scaled from a topographic map and have
 DG1943.an estimated accuracy of +/- 6 seconds.
 DG1943
 DG1943.The orthometric height was determined by differential leveling
 DG1943.and adjusted by the National Geodetic Survey in June 1991..
 DG1943
 DG1943.The geoid height was determined by GEOID03.
 DG1943
 DG1943.The dynamic height is computed by dividing the NAVD 88
 DG1943.geopotential number by the normal gravity value computed on the
 DG1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1943.degrees latitude (g = 980.6199 gals.).
 DG1943
 DG1943.The modeled gravity was interpolated from observed gravity values.
 DG1943
 DG1943;                    North         East    Units  Estimated Accuracy
 DG1943;SPC AL E     -   348,060.      209,230.      MT  (+/- 180 meters Scaled)
 DG1943
 DG1943                          SUPERSEDED SURVEY CONTROL
 DG1943
 DG1943  NGVD 29 (??/??/92)  208.043  (m)          682.55   (f) ADJ UNCH    2 0
 DG1943
 DG1943.Superseded values are not recommended for survey control.
 DG1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1943.See file dsdata.txt to determine how the superseded data were derived.
 DG1943
 DG1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC174228(NAD 83)
 DG1943_MARKER: DD = SURVEY DISK
 DG1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1943_STAMPING: 46 1934
 DG1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1943+STABILITY: SURFACE MOTION
 DG1943
 DG1943  HISTORY     - Date     Condition        Report By
 DG1943  HISTORY     - UNK      MONUMENTED       USGS
 DG1943  HISTORY     - 1934     GOOD             NGS
 DG1943  HISTORY     - 1965     MARK NOT FOUND   NGS
 DG1943
 DG1943                          STATION DESCRIPTION
 DG1943
 DG1943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DG1943'1.2 MI E FROM DE ARMANVILLE.
 DG1943'LOCATED 1.2 MILES EAST OF THE RWY. STATION AT DE ARMANVILLE,
 DG1943'84 YARDS SOUTHWEST OF MILE POST 727, 58 YARDS SOUTHWEST OF
 DG1943'INTERSECTION OF CENTERLINES OF TRACK AND A ROAD CROSSING TRACK
 DG1943'AT AN ACUTE ANGLE, 16 FT. SOUTHEAST OF SOUTH RAIL OF TRACK.
 DG1943'STANDARD TABLET SET IN TOP OF CONCRETE POST 7 IN HIGH.
 DG1943
 DG1943                          STATION RECOVERY (1965)
 DG1943
 DG1943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DG1943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3221 ***********************************************************************
 CN3221  DESIGNATION -  46 1
 CN3221  PID         -  CN3221
 CN3221  STATE/COUNTY-  AL/MARENGO
 CN3221  USGS QUAD   -  SWEET WATER (1986)
 CN3221
 CN3221                         *CURRENT SURVEY CONTROL
 CN3221  ___________________________________________________________________
 CN3221* NAD 83(1992)-  32 03 58.30866(N)    087 46 32.21338(W)     ADJUSTED  
 CN3221* NAVD 88     -        90.6    (meters)     297.     (feet)  VERTCON   
 CN3221  ___________________________________________________________________
 CN3221  X           -     209,987.291 (meters)                     COMP
 CN3221  Y           -  -5,406,141.184 (meters)                     COMP
 CN3221  Z           -   3,366,687.423 (meters)                     COMP
 CN3221  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 CN3221  ELLIP HEIGHT-          62.59  (meters)          (07/29/02) GPS OBS
 CN3221  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CN3221
 CN3221  HORZ ORDER  -  FIRST
 CN3221  ELLP ORDER  -  FOURTH    CLASS I
 CN3221
 CN3221.The horizontal coordinates were established by GPS observations
 CN3221.and adjusted by the National Geodetic Survey in December 1992..
 CN3221
 CN3221.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3221.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3221
 CN3221.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3221
 CN3221.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3221
 CN3221.The ellipsoidal height was determined by GPS observations
 CN3221.and is referenced to NAD 83.
 CN3221
 CN3221.The geoid height was determined by GEOID03.
 CN3221
 CN3221;                    North         East     Units Scale Factor Converg.
 CN3221;SPC AL W     -   229,097.390   573,976.709   MT  0.99994168   -0 08 46.8
 CN3221;UTM  16      - 3,548,036.233   426,790.735   MT  0.99966610   -0 24 42.4
 CN3221
 CN3221!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3221!SPC AL W     -   0.99999017  x   0.99994168  =   0.99993185
 CN3221!UTM  16      -   0.99999017  x   0.99966610  =   0.99965628
 CN3221
 CN3221                          SUPERSEDED SURVEY CONTROL
 CN3221
 CN3221  ELLIP H (12/04/92)   62.66   (m)                       GP(       ) 4 1
 CN3221  NAD 83(1986)-  32 03 58.32258(N)    087 46 32.21431(W) AD(       ) 1
 CN3221  NGVD 29 (12/04/92)   90.6    (m)          297.     (f) GPS OBS        
 CN3221
 CN3221.Superseded values are not recommended for survey control.
 CN3221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3221.See file dsdata.txt to determine how the superseded data were derived.
 CN3221
 CN3221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2679148036(NAD 83)
 CN3221_MARKER: DD = SURVEY DISK
 CN3221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3221_SP_SET: CONCRETE POST
 CN3221_STAMPING: 46-1 1990
 CN3221_MARK LOGO: ALHD  
 CN3221_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3221+STABILITY: SURFACE MOTION
 CN3221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3221+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 CN3221
 CN3221  HISTORY     - Date     Condition        Report By
 CN3221  HISTORY     - 1990     MONUMENTED       ALHD
 CN3221  HISTORY     - 19910411 GOOD
 CN3221  HISTORY     - 20040901 GOOD             JCLS
 CN3221
 CN3221                          STATION DESCRIPTION
 CN3221
 CN3221'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3221'THE STATION IS LOCATED IN MARENGO COUNTY IN THE WEST SIDE OF THE
 CN3221'DUNNING CEMETARY, ABOUT 1.61 KM (1.00 MI) NORTHEAST OF DIXONS MILL
 CN3221'AND ABOUT 16.74 KM (10.40 MI) NORTH - NORTHWEST OF THOMASVILLE.
 CN3221'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND ALA 10 AT
 CN3221'DIXONS MILL, DRIVE NORTH ON U. S. 43 0.40 KM (0.25 MI) TO MARENGO
 CN3221'COUNTY ROAD NO. 6 ON THE RIGHT, TURN RIGHT ON MARENGO COUNTY ROAD NO.
 CN3221'6 AND DRIVE EAST AND THEN NORTHEAST 1.45 KM (0.90 MI) TO A PAVED ROAD
 CN3221'ON THE LEFT TO THE DUNNING CEMETARY, TURN LEFT ON THE PAVED ROAD AND
 CN3221'DRIVE NORTH 0.16 KM (0.10 MI) TO THE DUNNING CEMETARY, PARK AND WALK
 CN3221'NORTHWEST APPROXIMATELY 100 YARDS TO THE STATION NEAR THE WEST FENCE.
 CN3221'THE STATION IS 0.41 M (1.35 FT) WEST OF A LOW CONCRETE BORDER AROUND A
 CN3221'FAMILY PLOT, 0.61 M (2.00 FT) EAST OF THE FOUR FOOT CHAIN LINK
 CN3221'BOUNDRY FENCE, 1.01 M (3.31 FT) WEST - NORTHWEST OF THE NORTHWEST
 CN3221'CORNER OF THE A. GRACY ROBINSON TOMBSTONE, 1.04 M (3.41 FT) SOUTHWEST
 CN3221'OF THE SOUTHWEST CORNER OF THE MARY DUNNING TOMBSTONE, 17.95 M
 CN3221'(58.89 FT) SOUTH - SOUTHEAST OF THE NORTHWEST CORNER OF THE CHAIN
 CN3221'LINK BOUNDRY FENCE, AND SET FLUSH WITH THE GROUND.
 CN3221'TRIANGULATION STATION DIXONS 1944 MAY BE USED AS AN AZIMUTH FOR THIS
 CN3221'STATION.
 CN3221
 CN3221                          STATION RECOVERY (1991)
 CN3221
 CN3221'RECOVERED 1991
 CN3221'RECOVERED IN GOOD CONDITION.
 CN3221
 CN3221                          STATION RECOVERY (2004)
 CN3221
 CN3221'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CN3221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3227 ***********************************************************************
 CN3227  DESIGNATION -  46 10
 CN3227  PID         -  CN3227
 CN3227  STATE/COUNTY-  AL/MARENGO
 CN3227  USGS QUAD   -  OLD SPRING HILL (1970)
 CN3227
 CN3227                         *CURRENT SURVEY CONTROL
 CN3227  ___________________________________________________________________
 CN3227* NAD 83(1992)-  32 24 19.29991(N)    087 47 42.45058(W)     ADJUSTED  
 CN3227* NAVD 88     -        55.2    (meters)     181.     (feet)  VERTCON   
 CN3227  ___________________________________________________________________
 CN3227  X           -     207,373.385 (meters)                     COMP
 CN3227  Y           -  -5,386,135.220 (meters)                     COMP
 CN3227  Z           -   3,398,481.411 (meters)                     COMP
 CN3227  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CN3227  ELLIP HEIGHT-          26.60  (meters)          (07/29/02) GPS OBS
 CN3227  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CN3227
 CN3227  HORZ ORDER  -  FIRST
 CN3227  ELLP ORDER  -  FOURTH    CLASS I
 CN3227
 CN3227.The horizontal coordinates were established by GPS observations
 CN3227.and adjusted by the National Geodetic Survey in December 1992..
 CN3227
 CN3227.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3227.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3227
 CN3227.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3227
 CN3227.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3227
 CN3227.The ellipsoidal height was determined by GPS observations
 CN3227.and is referenced to NAD 83.
 CN3227
 CN3227.The geoid height was determined by GEOID03.
 CN3227
 CN3227;                    North         East     Units Scale Factor Converg.
 CN3227;SPC AL W     -   266,710.213   572,237.884   MT  0.99994283   -0 09 29.4
 CN3227;UTM  16      - 3,585,646.406   425,227.451   MT  0.99966894   -0 25 34.1
 CN3227
 CN3227!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3227!SPC AL W     -   0.99999582  x   0.99994283  =   0.99993865
 CN3227!UTM  16      -   0.99999582  x   0.99966894  =   0.99966476
 CN3227
 CN3227                          SUPERSEDED SURVEY CONTROL
 CN3227
 CN3227  ELLIP H (12/04/92)   26.66   (m)                       GP(       ) 4 1
 CN3227  NAD 83(1986)-  32 24 19.30708(N)    087 47 42.45662(W) AD(       ) 1
 CN3227  NGVD 29 (12/04/92)   55.2    (m)          181.     (f) GPS OBS        
 CN3227
 CN3227.Superseded values are not recommended for survey control.
 CN3227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3227.See file dsdata.txt to determine how the superseded data were derived.
 CN3227
 CN3227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2522785646(NAD 83)
 CN3227_MARKER: DD = SURVEY DISK
 CN3227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3227_SP_SET: CONCRETE POST
 CN3227_STAMPING: 46-10 1991
 CN3227_MARK LOGO: ALHD  
 CN3227_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3227+STABILITY: SURFACE MOTION
 CN3227_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3227+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3227
 CN3227  HISTORY     - Date     Condition        Report By
 CN3227  HISTORY     - 1991     MONUMENTED       ALHD
 CN3227
 CN3227                          STATION DESCRIPTION
 CN3227
 CN3227'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3227'THE STATION IS LOCATED IN MARENGO COUNTY ON AN ALABAMA POWER COMPANY
 CN3227'RIGHT OF WAY, ABOUT 10.78 KM (6.70 MI) NORTH OF LINDEN AND ABOUT
 CN3227'11.75 KM (7.30 MI) SOUTH - SOUTHEAST OF DEMOPOLIS.
 CN3227'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND ALA 69 NORTH
 CN3227'(MILE POST 127.20 ON U. S. 43) IN PROVIDENCE, DRIVE NORTH ON U. S. 43
 CN3227'7.00 KM (4.35 MI) TO MILE POST 131.55 AND A WOODS ROAD ON THE LEFT,
 CN3227'TURN LEFT ON THE WOODS ROAD AND DRIVE WESTERLY, PASSING THROUGH A
 CN3227'CATTLE GAP, 0.40 KM (0.25 MI) TO A Y-INTERSECTION , BEAR LEFT AND
 CN3227'CONTINUE WESTERLY 0.24 KM (0.15 MI) TO AN OPEN PASTURE, CONTINUE
 CN3227'WESTERLY ALONG THE NORTH SIDE OF THE OPEN PASTURE 0.32 KM (0.20 MI)
 CN3227'TO THE WEST SIDE OF THE OPEN PASTURE, CONTINUE WESTERLY ON THE WOODS
 CN3227'ROAD, CROSSING A SMALL STREAM, 0.40 KM (0.25 MI) TO THE POWER LINE
 CN3227'RIGHT OF WAY WITH AN EAST - WEST FENCE ON THE RIGHT, TURN RIGHT
 CN3227'THROUGH A CATTLE GAP AND DRIVE NORTH ACROSS THE EAST SIDE OF A GAME
 CN3227'FOOD PLOT 0.16 KM (0.10 MI) TO A CATTLE GAP IN AN EAST - WEST FENCE
 CN3227'AND THE STATION ON THE LEFT NORTH OF THE FENCE.
 CN3227'THE STATION IS LOCATED NEAR THE CENTER OF AN ALABAMA POWER COMPANY
 CN3227'RIGHT OF WAY FOR TWO HIGH VOLTAGE POWER LINES BETWEEN BENTS 54 AND 55
 CN3227'ON THE EAST POWER LINE AND BETWEEN BENTS 55 AND 56 ON THE WEST POWER
 CN3227'LINE, 0.85 M (2.79 FT) NORTH OF A THREE STRAND BARBED WIRE FENCE ON
 CN3227'WOOD POSTS, 7.32 M (24.02 FT) WEST - NORTHWEST OF THE WEST POST OF A
 CN3227'CATTLE GAP, 9.75 M (31.99 FT) WEST OF THE CENTER OF A FIELD ROAD
 CN3227'ALONG THE POWER LINE, 0.79 M (2.59 FT) NORTH OF A CARSONITE WITNESS
 CN3227'POST, AND SET FLUSH WITH THE GROUND.
 CN3227'STATION 46-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3227'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 CN3227'MR. THOMAS J. GROSS
 CN3227'ROUTE 1, BOX 503
 CN3227'GALLION, ALABAMA 36742
 CN3227'PHONE 205 - 289 - 0369.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3228 ***********************************************************************
 CN3228  DESIGNATION -  46 11
 CN3228  PID         -  CN3228
 CN3228  STATE/COUNTY-  AL/MARENGO
 CN3228  USGS QUAD   -  OLD SPRING HILL (1970)
 CN3228
 CN3228                         *CURRENT SURVEY CONTROL
 CN3228  ___________________________________________________________________
 CN3228* NAD 83(1992)-  32 27 25.67892(N)    087 47 01.63928(W)     ADJUSTED  
 CN3228* NAVD 88     -        76.0    (meters)     249.     (feet)  VERTCON   
 CN3228  ___________________________________________________________________
 CN3228  X           -     208,320.682 (meters)                     COMP
 CN3228  Y           -  -5,383,034.810 (meters)                     COMP
 CN3228  Z           -   3,403,338.285 (meters)                     COMP
 CN3228  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 CN3228  ELLIP HEIGHT-          47.21  (meters)          (07/29/02) GPS OBS
 CN3228  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CN3228
 CN3228  HORZ ORDER  -  FIRST
 CN3228  ELLP ORDER  -  FOURTH    CLASS I
 CN3228
 CN3228.The horizontal coordinates were established by GPS observations
 CN3228.and adjusted by the National Geodetic Survey in December 1992..
 CN3228
 CN3228.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3228.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3228
 CN3228.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3228
 CN3228.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3228
 CN3228.The ellipsoidal height was determined by GPS observations
 CN3228.and is referenced to NAD 83.
 CN3228
 CN3228.The geoid height was determined by GEOID03.
 CN3228
 CN3228;                    North         East     Units Scale Factor Converg.
 CN3228;SPC AL W     -   272,448.191   573,319.547   MT  0.99994211   -0 09 08.3
 CN3228;UTM  16      - 3,591,377.686   426,335.654   MT  0.99966691   -0 25 14.4
 CN3228
 CN3228!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3228!SPC AL W     -   0.99999259  x   0.99994211  =   0.99993470
 CN3228!UTM  16      -   0.99999259  x   0.99966691  =   0.99965950
 CN3228
 CN3228|---------------------------------------------------------------------|
 CN3228| PID    Reference Object                     Distance      Geod. Az  |
 CN3228|                                                           dddmmss.s |
 CN3228| CN3229 46 12                               345.261 METERS 32244     |
 CN3228|---------------------------------------------------------------------|
 CN3228
 CN3228                          SUPERSEDED SURVEY CONTROL
 CN3228
 CN3228  ELLIP H (12/04/92)   47.27   (m)                       GP(       ) 4 1
 CN3228  NAD 83(1986)-  32 27 25.68644(N)    087 47 01.64545(W) AD(       ) 1
 CN3228  NGVD 29 (12/04/92)   75.9    (m)          249.     (f) GPS OBS        
 CN3228
 CN3228.Superseded values are not recommended for survey control.
 CN3228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3228.See file dsdata.txt to determine how the superseded data were derived.
 CN3228
 CN3228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2633691378(NAD 83)
 CN3228_MARKER: DD = SURVEY DISK
 CN3228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3228_SP_SET: CONCRETE POST
 CN3228_STAMPING: 46-11 1991
 CN3228_MARK LOGO: ALHD  
 CN3228_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3228+STABILITY: SURFACE MOTION
 CN3228_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3228+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3228
 CN3228  HISTORY     - Date     Condition        Report By
 CN3228  HISTORY     - 1991     MONUMENTED       ALHD
 CN3228
 CN3228                          STATION DESCRIPTION
 CN3228
 CN3228'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3228'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3228'OF MARENGO COUNTY ROAD NO. 54, ABOUT 7.72 KM (4.80 MI) SOUTHEAST OF
 CN3228'DEMOPOLIS AND ABOUT 16.25 KM (10.10 MI) NORTH - NORTHEAST OF LINDEN.
 CN3228'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 SOUTH AND U. S. 80
 CN3228'(MILE POST 139.15 ON U. S. 43) IN DEMOPOLIS, DRIVE SOUTH ON U. S. 43
 CN3228'4.91 KM (3.05 MI) TO MILE POST 136.10 AND MARENGO COUNTY ROAD NO. 54
 CN3228'ON THE LEFT, TURN LEFT ON MARENGO COUNTY ROAD NO. 54 AND DRIVE SOUTH
 CN3228'1.21 KM (0.75 MI) TO THE STATION ON THE RIGHT.
 CN3228'THE STATION IS 1.34 M (4.40 FT) NORTHEAST OF A FOUR STRAND BARBED WIRE
 CN3228'FENCE ON WOOD POSTS, 8.08 M (26.51 FT) SOUTHWEST OF THE CENTER OF
 CN3228'MARENGO COUNTY ROAD NO. 54, 32.25 M (105.81 FT) SOUTHEAST OF POWER
 CN3228'POLE NO. 66, AND 4.5 FT (1.4 M) NORTH EAST OF A CARSONITE WITNESS
 CN3228'POST.
 CN3228'STATION 46-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3229 ***********************************************************************
 CN3229  DESIGNATION -  46 12
 CN3229  PID         -  CN3229
 CN3229  STATE/COUNTY-  AL/MARENGO
 CN3229  USGS QUAD   -  OLD SPRING HILL (1970)
 CN3229
 CN3229                         *CURRENT SURVEY CONTROL
 CN3229  ___________________________________________________________________
 CN3229* NAD 83(1992)-  32 27 34.59918(N)    087 47 09.64360(W)     ADJUSTED  
 CN3229* NAVD 88     -        79.0    (meters)     259.     (feet)  VERTCON   
 CN3229  ___________________________________________________________________
 CN3229  X           -     208,106.189 (meters)                     COMP
 CN3229  Y           -  -5,382,898.074 (meters)                     COMP
 CN3229  Z           -   3,403,571.762 (meters)                     COMP
 CN3229  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CN3229  ELLIP HEIGHT-          50.23  (meters)          (07/29/02) GPS OBS
 CN3229  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CN3229
 CN3229  HORZ ORDER  -  FIRST
 CN3229  ELLP ORDER  -  FOURTH    CLASS I
 CN3229
 CN3229.The horizontal coordinates were established by GPS observations
 CN3229.and adjusted by the National Geodetic Survey in December 1992..
 CN3229
 CN3229.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3229.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3229
 CN3229.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3229
 CN3229.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3229
 CN3229.The ellipsoidal height was determined by GPS observations
 CN3229.and is referenced to NAD 83.
 CN3229
 CN3229.The geoid height was determined by GEOID03.
 CN3229
 CN3229;                    North         East     Units Scale Factor Converg.
 CN3229;SPC AL W     -   272,723.513   573,111.247   MT  0.99994225   -0 09 12.6
 CN3229;UTM  16      - 3,591,653.904   426,128.702   MT  0.99966729   -0 25 18.8
 CN3229
 CN3229!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3229!SPC AL W     -   0.99999211  x   0.99994225  =   0.99993436
 CN3229!UTM  16      -   0.99999211  x   0.99966729  =   0.99965941
 CN3229
 CN3229|---------------------------------------------------------------------|
 CN3229| PID    Reference Object                     Distance      Geod. Az  |
 CN3229|                                                           dddmmss.s |
 CN3229| CN3228 46 11                               345.261 METERS 14244     |
 CN3229|---------------------------------------------------------------------|
 CN3229
 CN3229                          SUPERSEDED SURVEY CONTROL
 CN3229
 CN3229  ELLIP H (12/04/92)   50.29   (m)                       GP(       ) 4 1
 CN3229  NAD 83(1986)-  32 27 34.60670(N)    087 47 09.64977(W) AD(       ) 1
 CN3229  NGVD 29 (12/04/92)   79.0    (m)          259.     (f) GPS OBS        
 CN3229
 CN3229.Superseded values are not recommended for survey control.
 CN3229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3229.See file dsdata.txt to determine how the superseded data were derived.
 CN3229
 CN3229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2612991654(NAD 83)
 CN3229_MARKER: DD = SURVEY DISK
 CN3229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3229_SP_SET: CONCRETE POST
 CN3229_STAMPING: 46-12 1991
 CN3229_MARK LOGO: ALHD  
 CN3229_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3229+STABILITY: SURFACE MOTION
 CN3229_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3229+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3229
 CN3229  HISTORY     - Date     Condition        Report By
 CN3229  HISTORY     - 1991     MONUMENTED       ALHD
 CN3229
 CN3229                          STATION DESCRIPTION
 CN3229
 CN3229'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3229'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CN3229'OF MARENGO COUNTY ROAD NO. 54, ABOUT 7.08 KM (4.40 MI) SOUTHEAST OF
 CN3229'DEMOPOLIS AND ABOUT 16.74 KM (10.40 MI) NORTH - NORTHEAST OF LINDEN.
 CN3229'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 SOUTH AND U. S. 80
 CN3229'(MILE POST 139.15 ON U. S. 43) IN DEMOPOLIS, DRIVE SOUTH ON U. S. 43
 CN3229'4.91 KM (3.05 MI) TO MILE POST 136.10 AND MARENGO COUNTY ROAD NO. 54
 CN3229'ON THE LEFT, TURN LEFT ON MARENGO COUNTY ROAD NO. 54 AND DRIVE SOUTH
 CN3229'0.80 KM (0.50 MI) TO THE STATION ON THE RIGHT.
 CN3229'THE STATION IS 0.67 M (2.20 FT) NORTHEAST OF A FOUR STRAND BARBED WIRE
 CN3229'FENCE ON WOOD POSTS, 7.16 M (23.49 FT) SOUTHWEST OF THE CENTER OF
 CN3229'MARENGO COUNTY ROAD NO. 54, AND 47.00 M (154.20 FT) SOUTHEAST OF
 CN3229'POWER POLE NO. 63,THE STATION IS 1.9 FT (0.6 M) NORTHEAST OF A
 CN3229'CARSONITE WITNESS POST.
 CN3229'STATION 46-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3230 ***********************************************************************
 CN3230  DESIGNATION -  46 13
 CN3230  PID         -  CN3230
 CN3230  STATE/COUNTY-  AL/MARENGO
 CN3230  USGS QUAD   -  DEMOPOLIS (1979)
 CN3230
 CN3230                         *CURRENT SURVEY CONTROL
 CN3230  ___________________________________________________________________
 CN3230* NAD 83(1992)-  32 31 54.84644(N)    087 50 38.17139(W)     ADJUSTED  
 CN3230* NAVD 88     -        26.0    (meters)      85.     (feet)  VERTCON   
 CN3230  ___________________________________________________________________
 CN3230  X           -     202,500.409 (meters)                     COMP
 CN3230  Y           -  -5,378,757.035 (meters)                     COMP
 CN3230  Z           -   3,410,304.784 (meters)                     COMP
 CN3230  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CN3230  ELLIP HEIGHT-          -2.95  (meters)          (07/29/02) GPS OBS
 CN3230  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CN3230
 CN3230  HORZ ORDER  -  FIRST
 CN3230  ELLP ORDER  -  FOURTH    CLASS I
 CN3230
 CN3230.The horizontal coordinates were established by GPS observations
 CN3230.and adjusted by the National Geodetic Survey in December 1992..
 CN3230
 CN3230.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3230.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3230
 CN3230.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3230
 CN3230.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3230
 CN3230.The ellipsoidal height was determined by GPS observations
 CN3230.and is referenced to NAD 83.
 CN3230
 CN3230.The geoid height was determined by GEOID03.
 CN3230
 CN3230;                    North         East     Units Scale Factor Converg.
 CN3230;SPC AL W     -   280,755.845   567,691.449   MT  0.99994620   -0 11 05.9
 CN3230;UTM  16      - 3,599,709.368   420,748.088   MT  0.99967745   -0 27 13.9
 CN3230
 CN3230!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3230!SPC AL W     -   1.00000046  x   0.99994620  =   0.99994666
 CN3230!UTM  16      -   1.00000046  x   0.99967745  =   0.99967791
 CN3230
 CN3230:                Primary Azimuth Mark                     Grid Az
 CN3230:SPC AL W     -  46 14                                    089 04 41.4
 CN3230:UTM  16      -  46 14                                    089 20 49.4
 CN3230
 CN3230|---------------------------------------------------------------------|
 CN3230| PID    Reference Object                     Distance      Geod. Az  |
 CN3230|                                                           dddmmss.s |
 CN3230| CN3231 46 14                               479.610 METERS 0885335.5 |
 CN3230|---------------------------------------------------------------------|
 CN3230
 CN3230                          SUPERSEDED SURVEY CONTROL
 CN3230
 CN3230  ELLIP H (12/04/92)   -2.89   (m)                       GP(       ) 4 1
 CN3230  NAD 83(1986)-  32 31 54.85494(N)    087 50 38.17859(W) AD(       ) 1
 CN3230  NGVD 29 (12/04/92)   25.9    (m)           85.     (f) GPS OBS        
 CN3230
 CN3230.Superseded values are not recommended for survey control.
 CN3230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3230.See file dsdata.txt to determine how the superseded data were derived.
 CN3230
 CN3230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2074899709(NAD 83)
 CN3230_MARKER: DD = SURVEY DISK
 CN3230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3230_SP_SET: CONCRETE POST
 CN3230_STAMPING: 46-13 1991
 CN3230_MARK LOGO: ALHD  
 CN3230_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3230+STABILITY: SURFACE MOTION
 CN3230_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3230+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3230
 CN3230  HISTORY     - Date     Condition        Report By
 CN3230  HISTORY     - 1991     MONUMENTED       ALHD
 CN3230
 CN3230                          STATION DESCRIPTION
 CN3230
 CN3230'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3230'THE STATION IS LOCATED IN MARENGO COUNTY ON A GRAVEL ROAD RIGHT OF WAY
 CN3230'OWNED BY THE U. S. CORP OF ENGINEERS, ABOUT 3.06 KM (1.90 MI) NORTH -
 CN3230'NORTHWEST OF DEMOPOLIS AND ABOUT 26.72 KM (16.60 MI) SOUTH -
 CN3230'SOUTHEAST OF FORKLAND.
 CN3230'TO REACH THE STATION FROM THE JUNCTION OF NORTH WALNUT AVE (U. S. 43)
 CN3230'AND WEST CAPITOL STREET (MILE POST 141.40 ON U. S. 43) AT THE U. S.
 CN3230'POST OFFICE IN DEMOPOLIS, DRIVE NORTH ON NORTH WALNUT AVE AND U. S.
 CN3230'43 1.53 KM (0.95 MI) TO MILE POST 142.35 AND THE ENTRANCE GRAVEL ROAD
 CN3230'TO LOCK 4 PUBLIC USE AREA ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD
 CN3230'AND DRIVE WEST 0.64 KM (0.40 MI) TO THE STATION ON THE LEFT.
 CN3230'THE STATION IS 7.62 M (25.00 FT) SOUTH OF THE CENTER OF THE GRAVEL
 CN3230'ROAD, 0.40 M (1.31 FT) NORTH OF A CARSONITE WITNESS POST, AND SET
 CN3230'FLUSH WITH THE GROUND.
 CN3230'STATION 46-14 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3231 ***********************************************************************
 CN3231  DESIGNATION -  46 14
 CN3231  PID         -  CN3231
 CN3231  STATE/COUNTY-  AL/MARENGO
 CN3231  USGS QUAD   -  DEMOPOLIS (1979)
 CN3231
 CN3231                         *CURRENT SURVEY CONTROL
 CN3231  ___________________________________________________________________
 CN3231* NAD 83(1992)-  32 31 55.14681(N)    087 50 19.79573(W)     ADJUSTED  
 CN3231* NAVD 88     -        25.0    (meters)      82.     (feet)  VERTCON   
 CN3231  ___________________________________________________________________
 CN3231  X           -     202,979.370 (meters)                     COMP
 CN3231  Y           -  -5,378,733.167 (meters)                     COMP
 CN3231  Z           -   3,410,312.052 (meters)                     COMP
 CN3231  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 CN3231  ELLIP HEIGHT-          -3.94  (meters)          (07/29/02) GPS OBS
 CN3231  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CN3231
 CN3231  HORZ ORDER  -  FIRST
 CN3231  ELLP ORDER  -  FOURTH    CLASS I
 CN3231
 CN3231.The horizontal coordinates were established by GPS observations
 CN3231.and adjusted by the National Geodetic Survey in December 1992..
 CN3231
 CN3231.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3231.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3231
 CN3231.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3231
 CN3231.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3231
 CN3231.The ellipsoidal height was determined by GPS observations
 CN3231.and is referenced to NAD 83.
 CN3231
 CN3231.The geoid height was determined by GEOID03.
 CN3231
 CN3231;                    North         East     Units Scale Factor Converg.
 CN3231;SPC AL W     -   280,763.561   568,170.971   MT  0.99994582   -0 10 56.0
 CN3231;UTM  16      - 3,599,714.832   421,227.512   MT  0.99967651   -0 27 04.0
 CN3231
 CN3231!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3231!SPC AL W     -   1.00000062  x   0.99994582  =   0.99994644
 CN3231!UTM  16      -   1.00000062  x   0.99967651  =   0.99967713
 CN3231
 CN3231:                Primary Azimuth Mark                     Grid Az
 CN3231:SPC AL W     -  46 13                                    269 04 41.4
 CN3231:UTM  16      -  46 13                                    269 20 49.4
 CN3231
 CN3231|---------------------------------------------------------------------|
 CN3231| PID    Reference Object                     Distance      Geod. Az  |
 CN3231|                                                           dddmmss.s |
 CN3231| CN3230 46 13                               479.610 METERS 2685345.4 |
 CN3231|---------------------------------------------------------------------|
 CN3231
 CN3231                          SUPERSEDED SURVEY CONTROL
 CN3231
 CN3231  ELLIP H (12/04/92)   -3.88   (m)                       GP(       ) 4 1
 CN3231  NAD 83(1986)-  32 31 55.15523(N)    087 50 19.80287(W) AD(       ) 1
 CN3231  NGVD 29 (12/04/92)   24.9    (m)           82.     (f) GPS OBS        
 CN3231
 CN3231.Superseded values are not recommended for survey control.
 CN3231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3231.See file dsdata.txt to determine how the superseded data were derived.
 CN3231
 CN3231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2122899715(NAD 83)
 CN3231_MARKER: DD = SURVEY DISK
 CN3231_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3231_SP_SET: CONCRETE POST
 CN3231_STAMPING: 46-14 1991
 CN3231_MARK LOGO: ALHD  
 CN3231_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3231_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3231+STABILITY: SURFACE MOTION
 CN3231_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3231+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3231
 CN3231  HISTORY     - Date     Condition        Report By
 CN3231  HISTORY     - 1991     MONUMENTED       ALHD
 CN3231
 CN3231                          STATION DESCRIPTION
 CN3231
 CN3231'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3231'THE STATION IS LOCATED IN MARENGO COUNTY ON A GRAVEL ROAD RIGHT OF WAY
 CN3231'OWNED BY THE U. S. CORP OF ENGINEERS, ABOUT 3.06 KM (1.90 MI) NORTH -
 CN3231'NORTHWEST OF DEMOPOLIS AND ABOUT 26.39 KM (16.40 MI) SOUTH -
 CN3231'SOUTHEAST OF FORKLAND.
 CN3231'TO REACH THE STATION FROM THE JUNCTION OF NORTH WALNUT AVE (U. S. 43)
 CN3231'AND WEST CAPITOL STREET (MILE POST 141.40 ON U. S. 43) AT THE U. S.
 CN3231'POST OFFICE IN DEMOPOLIS, DRIVE NORTH ON NORTH WALNUT AVE AND U. S.
 CN3231'43 1.53 KM (0.95 MI) TO MILE POST 142.35 AND THE ENTRANCE GRAVEL ROAD
 CN3231'TO LOCK 4 PUBLIC USE AREA ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD
 CN3231'AND DRIVE WEST 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 CN3231'THE STATION IS 9.45 M (31.00 FT) NORTH OF THE CENTER OF THE GRAVEL
 CN3231'ROAD, 0.43 M (1.41 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET
 CN3231'FLUSH WITH THE GROUND.
 CN3231'STATION 46-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7018 ***********************************************************************
 AA7018  DESIGNATION -  46 15
 AA7018  PID         -  AA7018
 AA7018  STATE/COUNTY-  AL/MARENGO
 AA7018  USGS QUAD   -  UNIONTOWN WEST (1979)
 AA7018
 AA7018                         *CURRENT SURVEY CONTROL
 AA7018  ___________________________________________________________________
 AA7018* NAD 83(1992)-  32 28 01.45207(N)    087 35 19.14792(W)     ADJUSTED  
 AA7018* NAVD 88     -        56.9    (meters)     187.     (feet)  VERTCON   
 AA7018  ___________________________________________________________________
 AA7018  X           -     226,627.275 (meters)                     COMP
 AA7018  Y           -  -5,381,687.024 (meters)                     COMP
 AA7018  Z           -   3,404,257.799 (meters)                     COMP
 AA7018  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AA7018  ELLIP HEIGHT-          28.08  (meters)          (07/29/02) GPS OBS
 AA7018  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA7018
 AA7018  HORZ ORDER  -  FIRST
 AA7018  ELLP ORDER  -  FOURTH    CLASS I
 AA7018
 AA7018.The horizontal coordinates were established by GPS observations
 AA7018.and adjusted by the National Geodetic Survey in July 1995..
 AA7018
 AA7018.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7018.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7018
 AA7018.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7018
 AA7018.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7018
 AA7018.The ellipsoidal height was determined by GPS observations
 AA7018.and is referenced to NAD 83.
 AA7018
 AA7018.The geoid height was determined by GEOID03.
 AA7018
 AA7018;                    North         East     Units Scale Factor Converg.
 AA7018;SPC AL W     -   273,518.080   591,666.273   MT  0.99993419   -0 02 51.3
 AA7018;UTM  16      - 3,592,361.342   444,681.944   MT  0.99963773   -0 18 57.6
 AA7018
 AA7018!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7018!SPC AL W     -   0.99999559  x   0.99993419  =   0.99992978
 AA7018!UTM  16      -   0.99999559  x   0.99963773  =   0.99963332
 AA7018
 AA7018:                Primary Azimuth Mark                     Grid Az
 AA7018:SPC AL W     -  46 16                                    120 09 58.2
 AA7018:UTM  16      -  46 16                                    120 26 04.5
 AA7018
 AA7018|---------------------------------------------------------------------|
 AA7018| PID    Reference Object                     Distance      Geod. Az  |
 AA7018|                                                           dddmmss.s |
 AA7018| AA7019 46 16                               APPROX. 0.5 KM 1200706.9 |
 AA7018|---------------------------------------------------------------------|
 AA7018
 AA7018                          SUPERSEDED SURVEY CONTROL
 AA7018
 AA7018  ELLIP H (07/21/95)   28.12   (m)                       GP(       ) 3 2
 AA7018  NGVD 29 (07/21/95)   56.8    (m)          186.     (f) GPS OBS        
 AA7018
 AA7018.Superseded values are not recommended for survey control.
 AA7018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7018.See file dsdata.txt to determine how the superseded data were derived.
 AA7018
 AA7018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4468292361(NAD 83)
 AA7018_MARKER: DD = SURVEY DISK
 AA7018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7018_STAMPING: 46-15 1994
 AA7018_MARK LOGO: ALHD  
 AA7018_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7018+STABILITY: SURFACE MOTION
 AA7018_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7018+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7018
 AA7018  HISTORY     - Date     Condition        Report By
 AA7018  HISTORY     - 1994     MONUMENTED       ALHD
 AA7018
 AA7018                          STATION DESCRIPTION
 AA7018
 AA7018'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7018'THE STATION IS LOCATED IN MARENGO COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7018'U.S. 80, ABOUT 0.40 MI (0.64 KM) NORTHEAST OF FAUNSDALE AND ABOUT
 AA7018'14.50 MI (23.33 KM) EAST-SOUTHEAST OF DEMOPOLIS. TO REACH THE STATION
 AA7018'FROM THE JUNCTION OF U.S. 80 AND ALA 25 (MILE POST 51.70 ON U.S. 80
 AA7018'AND MILE POST 36.15 0N ALA 25) ABOUT 0.40 MI (0.64 KM) NORTH OF
 AA7018'FAUNSDALE, DRIVE EAST ON U.S. 80 FOR 0.30 MI (0.48 KM) TO MILE POST
 AA7018'52.00 AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH
 AA7018'OF A FIVE STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS, 24.9 FT (7.6
 AA7018'M) EAST-SOUTHEAST OF A CROSS TIE POST IN THE FENCE LINE, 82.8 FT (25.2
 AA7018'M) NORTH-NORTHEAST OF MILE POST 52 ON THE NORTH SIDE OF U.S. 80, 108.0
 AA7018'FT (32.9 M) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S.
 AA7018'80, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7018'WITH THE GROUND. STATION 46-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7018'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7019 ***********************************************************************
 AA7019  DESIGNATION -  46 16
 AA7019  PID         -  AA7019
 AA7019  STATE/COUNTY-  AL/MARENGO
 AA7019  USGS QUAD   -  UNIONTOWN WEST (1979)
 AA7019
 AA7019                         *CURRENT SURVEY CONTROL
 AA7019  ___________________________________________________________________
 AA7019* NAD 83(1992)-  32 27 52.99724(N)    087 35 01.95707(W)     ADJUSTED  
 AA7019* NAVD 88     -        54.2    (meters)     178.     (feet)  GPS OBS   
 AA7019  ___________________________________________________________________
 AA7019  X           -     227,081.604 (meters)                     COMP
 AA7019  Y           -  -5,381,805.573 (meters)                     COMP
 AA7019  Z           -   3,404,036.641 (meters)                     COMP
 AA7019  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AA7019  ELLIP HEIGHT-          25.44  (meters)          (08/29/05) GPS OBS
 AA7019  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AA7019
 AA7019  HORZ ORDER  -  A
 AA7019  ELLP ORDER  -  FOURTH    CLASS I
 AA7019
 AA7019.The horizontal coordinates were established by GPS observations
 AA7019.and adjusted by the National Geodetic Survey in August 2005..
 AA7019
 AA7019.The orthometric height was determined by GPS observations and a
 AA7019.high-resolution geoid model.
 AA7019
 AA7019.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7019
 AA7019.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7019
 AA7019.The ellipsoidal height was determined by GPS observations
 AA7019.and is referenced to NAD 83.
 AA7019
 AA7019.The geoid height was determined by GEOID03.
 AA7019
 AA7019;                    North         East     Units Scale Factor Converg.
 AA7019;SPC AL W     -   273,257.290   592,114.963   MT  0.99993410   -0 02 42.1
 AA7019;UTM  16      - 3,592,098.531   445,129.275   MT  0.99963713   -0 18 48.3
 AA7019
 AA7019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7019!SPC AL W     -   0.99999601  x   0.99993410  =   0.99993011
 AA7019!UTM  16      -   0.99999601  x   0.99963713  =   0.99963314
 AA7019
 AA7019:                Primary Azimuth Mark                     Grid Az
 AA7019:SPC AL W     -  46 15                                    300 09 58.3
 AA7019:UTM  16      -  46 15                                    300 26 04.5
 AA7019
 AA7019|---------------------------------------------------------------------|
 AA7019| PID    Reference Object                     Distance      Geod. Az  |
 AA7019|                                                           dddmmss.s |
 AA7019| AA7018 46 15                               APPROX. 0.5 KM 3000716.2 |
 AA7019|---------------------------------------------------------------------|
 AA7019
 AA7019                          SUPERSEDED SURVEY CONTROL
 AA7019
 AA7019  ELLIP H (07/29/02)   25.41   (m)                       GP(       ) 4 1
 AA7019  NAD 83(1992)-  32 27 52.99808(N)    087 35 01.95507(W) AD(       ) 1
 AA7019  ELLIP H (07/21/95)   25.45   (m)                       GP(       ) 3 2
 AA7019  NGVD 29 (07/21/95)   54.2    (m)          178.     (f) GPS OBS        
 AA7019
 AA7019.Superseded values are not recommended for survey control.
 AA7019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7019.See file dsdata.txt to determine how the superseded data were derived.
 AA7019
 AA7019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4512992099(NAD 83)
 AA7019_MARKER: DD = SURVEY DISK
 AA7019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7019_STAMPING: 46-16 1994
 AA7019_MARK LOGO: ALHD  
 AA7019_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7019+STABILITY: SURFACE MOTION
 AA7019_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7019+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 AA7019
 AA7019  HISTORY     - Date     Condition        Report By
 AA7019  HISTORY     - 1994     MONUMENTED       ALHD
 AA7019  HISTORY     - 20040412 GOOD             ALHD
 AA7019  HISTORY     - 20040622 GOOD             LOCSUR
 AA7019
 AA7019                          STATION DESCRIPTION
 AA7019
 AA7019'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7019'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7019'U.S. 80, ABOUT 0.55 MI (0.89 KM) EAST-NORTHEAST OF FAUNSDALE AND ABOUT
 AA7019'14.80 MI (23.82 KM) EAST-SOUTHEAST OF DEMOPOLIS. TO REACH THE STATION
 AA7019'FROM THE JUNCTION OF U.S. 80 AND ALA 25 (MILE POST 51.70 ON U.S. 80
 AA7019'AND MILE POST 36.15 0N ALA 25) ABOUT 0.40 MI (0.64 KM) NORTH OF
 AA7019'FAUNSDALE, DRIVE EAST ON U.S. 80 FOR 0.65 MI (1.05 KM) TO MILE POST
 AA7019'52.35 AND THE STATION ON THE RIGHT. THE STATION IS LOCATED IN FRONT OF
 AA7019'TWO CONNECTED POSTS IN THE FENCE LINE, 2.8 FT (0.9 M) NORTH-NORTHEAST
 AA7019'OF A HOG WIRE FENCE ON CEDAR POSTS, 3.9 FT (1.2 M) EAST-NORTHEAST OF
 AA7019'THE WEST ONE OF TWO CONNECTED POSTS IN THE FENCE LINE, 4.0 FT (1.2 M)
 AA7019'NORTH-NORTHWEST OF THE EAST ONE OF TWO CONNECTED POSTS IN THE FENCE
 AA7019'LINE, 107.8 FT (32.9 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST
 AA7019'BOUND LANES OF U.S. 80, 130.0 FT (39.6 M) EAST-SOUTHEAST OF THE CENTER
 AA7019'OF GRAVEL DRIVEWAY, 154.7 FT (47.2 M) EAST-SOUTHEAST OF TELEPHONE
 AA7019'CABLE PEDESTAL NO. 53 N 1 E 10, 2.9 FT (0.9 M) NORTHEAST OF A
 AA7019'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 46-15
 AA7019'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7019
 AA7019                          STATION RECOVERY (2004)
 AA7019
 AA7019'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA7019'RECOVERED IN GOOD CONDITION.
 AA7019
 AA7019                          STATION RECOVERY (2004)
 AA7019
 AA7019'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (CDE)
 AA7019'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7020 ***********************************************************************
 AA7020  DESIGNATION -  46 17
 AA7020  PID         -  AA7020
 AA7020  STATE/COUNTY-  AL/MARENGO
 AA7020  USGS QUAD   -  GALLION (1986)
 AA7020
 AA7020                         *CURRENT SURVEY CONTROL
 AA7020  ___________________________________________________________________
 AA7020* NAD 83(1992)-  32 26 14.62780(N)    087 39 15.43517(W)     ADJUSTED  
 AA7020* NAVD 88     -        70.2    (meters)     230.     (feet)  VERTCON   
 AA7020  ___________________________________________________________________
 AA7020  X           -     220,534.852 (meters)                     COMP
 AA7020  Y           -  -5,383,718.629 (meters)                     COMP
 AA7020  Z           -   3,401,488.189 (meters)                     COMP
 AA7020  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AA7020  ELLIP HEIGHT-          41.43  (meters)          (07/29/02) GPS OBS
 AA7020  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AA7020
 AA7020  HORZ ORDER  -  FIRST
 AA7020  ELLP ORDER  -  FOURTH    CLASS I
 AA7020
 AA7020.The horizontal coordinates were established by GPS observations
 AA7020.and adjusted by the National Geodetic Survey in July 1995..
 AA7020
 AA7020.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7020.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7020
 AA7020.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7020
 AA7020.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7020
 AA7020.The ellipsoidal height was determined by GPS observations
 AA7020.and is referenced to NAD 83.
 AA7020
 AA7020.The geoid height was determined by GEOID03.
 AA7020
 AA7020;                    North         East     Units Scale Factor Converg.
 AA7020;SPC AL W     -   270,234.691   585,491.480   MT  0.99993593   -0 04 57.9
 AA7020;UTM  16      - 3,589,107.858   438,493.656   MT  0.99964665   -0 21 03.4
 AA7020
 AA7020!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7020!SPC AL W     -   0.99999350  x   0.99993593  =   0.99992943
 AA7020!UTM  16      -   0.99999350  x   0.99964665  =   0.99964015
 AA7020
 AA7020                          SUPERSEDED SURVEY CONTROL
 AA7020
 AA7020  ELLIP H (07/21/95)   41.48   (m)                       GP(       ) 3 2
 AA7020  NGVD 29 (07/21/95)   70.2    (m)          230.     (f) GPS OBS        
 AA7020
 AA7020.Superseded values are not recommended for survey control.
 AA7020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7020.See file dsdata.txt to determine how the superseded data were derived.
 AA7020
 AA7020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3849489108(NAD 83)
 AA7020_MARKER: DD = SURVEY DISK
 AA7020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7020_STAMPING: 46-17 1994
 AA7020_MARK LOGO: ALHD  
 AA7020_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7020+STABILITY: SURFACE MOTION
 AA7020_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7020+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7020
 AA7020  HISTORY     - Date     Condition        Report By
 AA7020  HISTORY     - 1994     MONUMENTED       ALHD
 AA7020
 AA7020                          STATION DESCRIPTION
 AA7020
 AA7020'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7020'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7020'MARENGO COUNTY ROAD NO. 54, ABOUT 3.90 MI (6.28 KM) SOUTHWEST OF
 AA7020'FAUNSDALE AND ABOUT 11.40 MI (18.35 KM) EAST-SOUTHEAST OF DEMOPOLIS.
 AA7020'TO REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 25 (MILE
 AA7020'POST 36.15 ON ALA 25 AND MILE POST 51.70 ON U.S. 80) ABOUT 0.40 MI
 AA7020'(0.64 KM) NORTH OF FAUNSDALE, DRIVE SOUTH ON ALA 25 FOR 2.10 MI (3.38
 AA7020'KM) TO MILE POST 34.05, MARENGO COUNTY ROAD 61 ON THE LEFT, AND
 AA7020'MARENGO COUNTY ROAD NO. 54 ON THE RIGHT, TURN RIGHT ON MARENGO COUNTY
 AA7020'ROAD NO. 54 AND DRIVE WEST FOR 3.60 MI (5.79 KM) TO THE STATION ON THE
 AA7020'LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A HOG WIRE AND BARBED
 AA7020'WIRE FENCE ON OLD WOOD POSTS, 37.0 FT (11.3 M) SOUTH OF THE CENTERLINE
 AA7020'OF MARENGO COUNTY ROAD NO. 54, 108.0 FT (32.9 M) WEST OF A POWER POLE,
 AA7020'120.4 FT (36.7 M) SOUTHEAST OF THE EAST POST OF A PIPE GATE ACROSS THE
 AA7020'ROAD, 131.0 FT (39.9 M) SOUTHEAST OF THE WEST POST OF A PIPE GATE
 AA7020'ACROSS THE ROAD, 3.2 FT (1.0 M) NORTH OF A CARSONITE WITNESS POST, AND
 AA7020'SET FLUSH WITH THE GROUND. STATION 46-18 1994 MAY BE USED AS AN
 AA7020'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7021 ***********************************************************************
 AA7021  DESIGNATION -  46 18
 AA7021  PID         -  AA7021
 AA7021  STATE/COUNTY-  AL/MARENGO
 AA7021  USGS QUAD   -  GALLION (1986)
 AA7021
 AA7021                         *CURRENT SURVEY CONTROL
 AA7021  ___________________________________________________________________
 AA7021* NAD 83(1992)-  32 26 14.69347(N)    087 38 40.39342(W)     ADJUSTED  
 AA7021* NAVD 88     -        74.1    (meters)     243.     (feet)  VERTCON   
 AA7021  ___________________________________________________________________
 AA7021  X           -     221,449.565 (meters)                     COMP
 AA7021  Y           -  -5,383,683.290 (meters)                     COMP
 AA7021  Z           -   3,401,491.988 (meters)                     COMP
 AA7021  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AA7021  ELLIP HEIGHT-          45.33  (meters)          (07/29/02) GPS OBS
 AA7021  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AA7021
 AA7021  HORZ ORDER  -  FIRST
 AA7021  ELLP ORDER  -  FOURTH    CLASS I
 AA7021
 AA7021.The horizontal coordinates were established by GPS observations
 AA7021.and adjusted by the National Geodetic Survey in July 1995..
 AA7021
 AA7021.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7021.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7021
 AA7021.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7021
 AA7021.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7021
 AA7021.The ellipsoidal height was determined by GPS observations
 AA7021.and is referenced to NAD 83.
 AA7021
 AA7021.The geoid height was determined by GEOID03.
 AA7021
 AA7021;                    North         East     Units Scale Factor Converg.
 AA7021;SPC AL W     -   270,235.433   586,406.809   MT  0.99993561   -0 04 39.1
 AA7021;UTM  16      - 3,589,104.316   439,408.713   MT  0.99964527   -0 20 44.6
 AA7021
 AA7021!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7021!SPC AL W     -   0.99999288  x   0.99993561  =   0.99992849
 AA7021!UTM  16      -   0.99999288  x   0.99964527  =   0.99963816
 AA7021
 AA7021                          SUPERSEDED SURVEY CONTROL
 AA7021
 AA7021  ELLIP H (07/21/95)   45.37   (m)                       GP(       ) 3 2
 AA7021  NGVD 29 (07/21/95)   74.0    (m)          243.     (f) GPS OBS        
 AA7021
 AA7021.Superseded values are not recommended for survey control.
 AA7021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7021.See file dsdata.txt to determine how the superseded data were derived.
 AA7021
 AA7021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3940989104(NAD 83)
 AA7021_MARKER: DD = SURVEY DISK
 AA7021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7021_STAMPING: 46-18 1994
 AA7021_MARK LOGO: ALHD  
 AA7021_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7021+STABILITY: SURFACE MOTION
 AA7021_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7021+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7021
 AA7021  HISTORY     - Date     Condition        Report By
 AA7021  HISTORY     - 1994     MONUMENTED       ALHD
 AA7021
 AA7021                          STATION DESCRIPTION
 AA7021
 AA7021'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7021'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7021'MARENGO COUNTY ROAD NO. 54, ABOUT 3.35 MI (5.39 KM) SOUTHWEST OF
 AA7021'FAUNSDALE AND ABOUT 12.00 MI (19.31 KM) EAST-SOUTHEAST OF DEMOPOLIS.
 AA7021'TO REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 25 (MILE
 AA7021'POST 36.15 ON ALA 25 AND MILE POST 51.70 ON U.S. 80) ABOUT 0.40 MI
 AA7021'(0.64 KM) NORTH OF FAUNSDALE, DRIVE SOUTH ON ALA 25 FOR 2.10 MI (3.38
 AA7021'KM) TO MILE POST 34.05, MARENGO COUNTY ROAD 61 ON THE LEFT, AND
 AA7021'MARENGO COUNTY ROAD NO. 54 ON THE RIGHT, TURN RIGHT ON MARENGO COUNTY
 AA7021'ROAD NO. 54 AND DRIVE WEST FOR 3.00 MI (4.83 KM) TO THE STATION ON THE
 AA7021'LEFT. THE STATION IS 2.4 FT (0.7 M) NORTH OF A HOG WIRE FENCE WITH 1
 AA7021'STRAND OF BARBED WIRE ON OLD WOOD POSTS, 25.0 FT (7.6 M) WEST OF A
 AA7021'BURIED FIBER OPTIC CABLE WARNING SIGN ON A SIX BY SIX-INCH CONCRETE
 AA7021'POST, 40.0 FT (12.2 M) SOUTH OF THE CENTERLINE OF MARENGO COUNTY ROAD
 AA7021'NO. 54, 106.0 FT (32.3 M) WEST OF A POWER POLE, 2.8 FT (0.9 M) NORTH
 AA7021'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA7021'46-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7022 ***********************************************************************
 AA7022  DESIGNATION -  46 19
 AA7022  PID         -  AA7022
 AA7022  STATE/COUNTY-  AL/MARENGO
 AA7022  USGS QUAD   -  THOMASTON EAST (1968)
 AA7022
 AA7022                         *CURRENT SURVEY CONTROL
 AA7022  ___________________________________________________________________
 AA7022* NAD 83(1992)-  32 21 03.36756(N)    087 33 26.32813(W)     ADJUSTED  
 AA7022* NAVD 88     -        76.1    (meters)     250.     (feet)  VERTCON   
 AA7022  ___________________________________________________________________
 AA7022  X           -     229,865.722 (meters)                     COMP
 AA7022  Y           -  -5,388,474.840 (meters)                     COMP
 AA7022  Z           -   3,393,395.449 (meters)                     COMP
 AA7022  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA7022  ELLIP HEIGHT-          47.51  (meters)          (07/29/02) GPS OBS
 AA7022  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 AA7022
 AA7022  HORZ ORDER  -  FIRST
 AA7022  ELLP ORDER  -  FOURTH    CLASS I
 AA7022
 AA7022.The horizontal coordinates were established by GPS observations
 AA7022.and adjusted by the National Geodetic Survey in July 1995..
 AA7022
 AA7022.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7022
 AA7022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7022
 AA7022.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7022
 AA7022.The ellipsoidal height was determined by GPS observations
 AA7022.and is referenced to NAD 83.
 AA7022
 AA7022.The geoid height was determined by GEOID03.
 AA7022
 AA7022;                    North         East     Units Scale Factor Converg.
 AA7022;SPC AL W     -   260,638.293   594,605.368   MT  0.99993369   -0 01 50.4
 AA7022;UTM  16      - 3,579,471.793   447,559.907   MT  0.99963391   -0 17 53.6
 AA7022
 AA7022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7022!SPC AL W     -   0.99999254  x   0.99993369  =   0.99992623
 AA7022!UTM  16      -   0.99999254  x   0.99963391  =   0.99962645
 AA7022
 AA7022:                Primary Azimuth Mark                     Grid Az
 AA7022:SPC AL W     -  46 20                                    357 10 10.1
 AA7022:UTM  16      -  46 20                                    357 26 13.3
 AA7022
 AA7022|---------------------------------------------------------------------|
 AA7022| PID    Reference Object                     Distance      Geod. Az  |
 AA7022|                                                           dddmmss.s |
 AA7022| AA7023 46 20                               487.555 METERS 3570819.7 |
 AA7022|---------------------------------------------------------------------|
 AA7022
 AA7022                          SUPERSEDED SURVEY CONTROL
 AA7022
 AA7022  ELLIP H (07/21/95)   47.55   (m)                       GP(       ) 3 2
 AA7022  NGVD 29 (07/21/95)   76.0    (m)          249.     (f) GPS OBS        
 AA7022
 AA7022.Superseded values are not recommended for survey control.
 AA7022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7022.See file dsdata.txt to determine how the superseded data were derived.
 AA7022
 AA7022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4756079472(NAD 83)
 AA7022_MARKER: DD = SURVEY DISK
 AA7022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7022_STAMPING: 46-19 1994
 AA7022_MARK LOGO: ALHD  
 AA7022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7022+STABILITY: SURFACE MOTION
 AA7022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7022+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7022
 AA7022  HISTORY     - Date     Condition        Report By
 AA7022  HISTORY     - 1994     MONUMENTED       ALHD
 AA7022
 AA7022                          STATION DESCRIPTION
 AA7022
 AA7022'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7022'THE STATION IS LOCATED IN MARENGO COUNTY ON THE EAST RIGHT OF WAY OF
 AA7022'MARENGO COUNTY ROAD NO. 53, ABOUT 4.95 MI (7.97 KM) EAST OF DAYTON AND
 AA7022'ABOUT 7.05 MI (11.35 KM) NORTHEAST OF THOMASTON. TO REACH THE STATION
 AA7022'FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST 21.20 ON ALA 25 AND
 AA7022'MILE POST 54.95 ON ALA 28) AT A TRAFFIC LIGHT IN THOMASTON, DRIVE
 AA7022'NORTH ON ALA 25 TO MILE POST 6.35 MI (10.22 KM) AND MARNEGO COUNTY
 AA7022'ROAD NO. 44 ON THE RIGHT IN DAYTON, TURN RIGHT ON MARNEGO COUNTY ROAD
 AA7022'NO. 44 AND DRIVE NORTHEAST AND EAST FOR 5.25 MI (8.45 KM) TO A
 AA7022'T-INTERSECTION WITH MARENGO COUNTY ROAD NO. 53 LEFT AND RIGHT, TURN
 AA7022'RIGHT ON MARENGO COUNTY ROAD NO. 53 AND DRIVE SOUTH FOR 0.95 MI (1.53
 AA7022'KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST OF
 AA7022'A FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 37.7 FT (11.5 M)
 AA7022'EAST OF THE CENTERLINE OF MARENGO COUNTY ROAD NO. 53, 117.8 FT (35.9
 AA7022'M) SOUTHEAST OF THE SOUTHEAST CORNER OF A FOUR FOOT CHAIN LINK FENCE
 AA7022'ACROSS THE ROAD, 120.7 FT (36.8 M) SOUTH OF TRANSFORMER POWER POLE NO.
 AA7022'1230807, 122.9 FT (37.5 M) SOUTHEAST OF THE SOUTH POST OF A DOUBLE
 AA7022'CHAIN LINK GATE ACROSS THE ROAD, 3.1 FT (0.9 M) WEST OF A CARSONITE
 AA7022'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 46-20 1994 MAY BE
 AA7022'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3222 ***********************************************************************
 CN3222  DESIGNATION -  46 2
 CN3222  PID         -  CN3222
 CN3222  STATE/COUNTY-  AL/MARENGO
 CN3222  USGS QUAD   -  MILLER (1978)
 CN3222
 CN3222                         *CURRENT SURVEY CONTROL
 CN3222  ___________________________________________________________________
 CN3222* NAD 83(1992)-  32 13 23.68167(N)    087 47 01.96400(W)     ADJUSTED  
 CN3222* NAVD 88     -        81.1    (meters)     266.     (feet)  VERTCON   
 CN3222  ___________________________________________________________________
 CN3222  X           -     208,848.912 (meters)                     COMP
 CN3222  Y           -  -5,396,904.220 (meters)                     COMP
 CN3222  Z           -   3,381,427.729 (meters)                     COMP
 CN3222  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 CN3222  ELLIP HEIGHT-          52.84  (meters)          (07/29/02) GPS OBS
 CN3222  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CN3222
 CN3222  HORZ ORDER  -  FIRST
 CN3222  ELLP ORDER  -  FOURTH    CLASS I
 CN3222
 CN3222.The horizontal coordinates were established by GPS observations
 CN3222.and adjusted by the National Geodetic Survey in December 1992..
 CN3222
 CN3222.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3222.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3222
 CN3222.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3222
 CN3222.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3222
 CN3222.The ellipsoidal height was determined by GPS observations
 CN3222.and is referenced to NAD 83.
 CN3222
 CN3222.The geoid height was determined by GEOID03.
 CN3222
 CN3222;                    North         East     Units Scale Factor Converg.
 CN3222;SPC AL W     -   246,513.301   573,242.327   MT  0.99994216   -0 09 04.9
 CN3222;UTM  16      - 3,565,450.572   426,137.410   MT  0.99966728   -0 25 04.8
 CN3222
 CN3222!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3222!SPC AL W     -   0.99999170  x   0.99994216  =   0.99993386
 CN3222!UTM  16      -   0.99999170  x   0.99966728  =   0.99965899
 CN3222
 CN3222                          SUPERSEDED SURVEY CONTROL
 CN3222
 CN3222  ELLIP H (12/04/92)   52.90   (m)                       GP(       ) 4 1
 CN3222  NAD 83(1986)-  32 13 23.68840(N)    087 47 01.96918(W) AD(       ) 1
 CN3222  NGVD 29 (12/04/92)   81.0    (m)          266.     (f) GPS OBS        
 CN3222
 CN3222.Superseded values are not recommended for survey control.
 CN3222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3222.See file dsdata.txt to determine how the superseded data were derived.
 CN3222
 CN3222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2613765451(NAD 83)
 CN3222_MARKER: DD = SURVEY DISK
 CN3222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3222_SP_SET: CONCRETE POST
 CN3222_STAMPING: 46-2 1991
 CN3222_MARK LOGO: ALHD  
 CN3222_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3222+STABILITY: SURFACE MOTION
 CN3222_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3222+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3222
 CN3222  HISTORY     - Date     Condition        Report By
 CN3222  HISTORY     - 1991     MONUMENTED       ALHD
 CN3222
 CN3222                          STATION DESCRIPTION
 CN3222
 CN3222'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3222'THE STATION IS LOCATED IN MARENGO COUNTY ON AN ALABAMA POWER COMPANY
 CN3222'RIGHT OF WAY, ABOUT 9.33 KM (5.80 MI) SOUTH - SOUTHEAST OF LINDEN AND
 CN3222'ABOUT 18.67 KM (11.60 MI) NORTH OF DIXONS MILL.
 CN3222'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND ALA 69 SOUTH
 CN3222'(MILE POST 122.90 ON U. S. 43) IN LINDEN, DRIVE SOUTH ON U. S. 43
 CN3222'6.76 KM (4.20 MI) TO MILE POST 118.70 AND MARENGO COUNTY ROAD NO. 33
 CN3222'ON THE LEFT, TURN LEFT ON MARENGO COUNTY ROAD NO. 33 AND DRIVE EAST
 CN3222'0.80 KM (0.50 MI) TO AN ALABAMA POWER COMPANY HIGH VOLTAGE POWER LINE
 CN3222'RIGHT OF WAY, TURN RIGHT ON THE POWER LINE RIGHT OF WAY AND DRIVE
 CN3222'SOUTH 0.16 KM (0.10 MI) TO THE STATION.
 CN3222'THE STATION IS LOCATED ON AN ALABAMA POWER COMPANY HIGH VOLTAGE POWER
 CN3222'LINE RIGHT OF WAY, 21.82 M (71.59 FT) EAST OF AN EIGHT-INCH CEDAR
 CN3222'TREE AT THE WEST EDGE OF THE RIGHT OF WAY, 56.39 M (185.01 FT) SOUTH
 CN3222'- SOUTHWEST OF THE SOUTH POLE OF TRANSFORMER SUPPORT NO. 500, ABOUT
 CN3222'45.74 M (150.07 FT) SOUTHWEST OF A MICROWAVE TOWER, 0.52 M (1.71 FT)
 CN3222'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3222'STATION 46-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7023 ***********************************************************************
 AA7023  DESIGNATION -  46 20
 AA7023  PID         -  AA7023
 AA7023  STATE/COUNTY-  AL/MARENGO
 AA7023  USGS QUAD   -  THOMASTON EAST (1968)
 AA7023
 AA7023                         *CURRENT SURVEY CONTROL
 AA7023  ___________________________________________________________________
 AA7023* NAD 83(1992)-  32 21 19.17568(N)    087 33 27.25893(W)     ADJUSTED  
 AA7023* NAVD 88     -        76.0    (meters)     249.     (feet)  VERTCON   
 AA7023  ___________________________________________________________________
 AA7023  X           -     229,830.299 (meters)                     COMP
 AA7023  Y           -  -5,388,215.487 (meters)                     COMP
 AA7023  Z           -   3,393,806.781 (meters)                     COMP
 AA7023  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA7023  ELLIP HEIGHT-          47.46  (meters)          (07/29/02) GPS OBS
 AA7023  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AA7023
 AA7023  HORZ ORDER  -  FIRST
 AA7023  ELLP ORDER  -  FOURTH    CLASS I
 AA7023
 AA7023.The horizontal coordinates were established by GPS observations
 AA7023.and adjusted by the National Geodetic Survey in July 1995..
 AA7023
 AA7023.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7023
 AA7023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7023
 AA7023.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7023
 AA7023.The ellipsoidal height was determined by GPS observations
 AA7023.and is referenced to NAD 83.
 AA7023
 AA7023.The geoid height was determined by GEOID03.
 AA7023
 AA7023;                    North         East     Units Scale Factor Converg.
 AA7023;SPC AL W     -   261,125.221   594,581.293   MT  0.99993370   -0 01 50.9
 AA7023;UTM  16      - 3,579,958.683   447,538.113   MT  0.99963394   -0 17 54.2
 AA7023
 AA7023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7023!SPC AL W     -   0.99999255  x   0.99993370  =   0.99992625
 AA7023!UTM  16      -   0.99999255  x   0.99963394  =   0.99962649
 AA7023
 AA7023:                Primary Azimuth Mark                     Grid Az
 AA7023:SPC AL W     -  46 19                                    177 10 10.1
 AA7023:UTM  16      -  46 19                                    177 26 13.4
 AA7023
 AA7023|---------------------------------------------------------------------|
 AA7023| PID    Reference Object                     Distance      Geod. Az  |
 AA7023|                                                           dddmmss.s |
 AA7023| AA7022 46 19                               487.555 METERS 1770819.2 |
 AA7023|---------------------------------------------------------------------|
 AA7023
 AA7023                          SUPERSEDED SURVEY CONTROL
 AA7023
 AA7023  ELLIP H (07/21/95)   47.51   (m)                       GP(       ) 3 2
 AA7023  NGVD 29 (07/21/95)   76.0    (m)          249.     (f) GPS OBS        
 AA7023
 AA7023.Superseded values are not recommended for survey control.
 AA7023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7023.See file dsdata.txt to determine how the superseded data were derived.
 AA7023
 AA7023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4753879959(NAD 83)
 AA7023_MARKER: DD = SURVEY DISK
 AA7023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7023_STAMPING: 46-20 1994
 AA7023_MARK LOGO: ALHD  
 AA7023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7023+STABILITY: SURFACE MOTION
 AA7023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7023+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7023
 AA7023  HISTORY     - Date     Condition        Report By
 AA7023  HISTORY     - 1994     MONUMENTED       ALHD
 AA7023
 AA7023                          STATION DESCRIPTION
 AA7023
 AA7023'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7023'THE STATION IS LOCATED IN MARENGO COUNTY ON THE WEST RIGHT OF WAY OF
 AA7023'MARENGO COUNTY ROAD NO. 53, ABOUT 4.90 MI (7.89 KM) EAST OF DAYTON AND
 AA7023'ABOUT 7.25 MI (11.67 KM) NORTHEAST OF THOMASTON. TO REACH THE STATION
 AA7023'FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST 21.20 ON ALA 25 AND
 AA7023'MILE POST 54.95 ON ALA 28) AT A TRAFFIC LIGHT IN THOMASTON, DRIVE
 AA7023'NORTH ON ALA 25 TO MILE POST 6.35 MI (10.22 KM) AND MARNEGO COUNTY
 AA7023'ROAD NO. 44 ON THE RIGHT IN DAYTON, TURN RIGHT ON MARNEGO COUNTY ROAD
 AA7023'NO. 44 AND DRIVE NORTHEAST AND EAST FOR 5.25 MI (8.45 KM) TO A
 AA7023'T-INTERSECTION WITH MARENGO COUNTY ROAD NO. 53 LEFT AND RIGHT, TURN
 AA7023'RIGHT ON MARNEGO COUNTY ROAD NO. 53 AND DRIVE SOUTH FOR 0.65 MI (1.05
 AA7023'KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.8 FT (0.9 M) EAST OF
 AA7023'A FOUR STRAND BARBED WIRE FENCE ON CEDAR POSTS, 7.6 FT (2.3 M)
 AA7023'NORTH-NORTHEAST OF THE NORTH ONE OF TWO CONNECTED POSTS IN THE FENCE
 AA7023'LINE, 37.5 FT (11.4 M) WEST OF THE CENTERLINE OF MARENGO COUNTY ROAD
 AA7023'NO. 53, 99.7 FT (30.4 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 5 54,
 AA7023'206.9 FT (63.1 M) NORTH-NORTHWEST OF TRANSFORMER POWER POLE NO.
 AA7023'1230804 ACROSS THE ROAD, 217.7 FT (66.4 M) SOUTH-SOUTHWEST OF A POWER
 AA7023'POLE ACROSS THE ROAD, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST,
 AA7023'AND SET FLUSH WITH THE GROUND. STATION 46-19 1994 MAY BE USED AS AN
 AA7023'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7024 ***********************************************************************
 AA7024  DESIGNATION -  46 21
 AA7024  PID         -  AA7024
 AA7024  STATE/COUNTY-  AL/MARENGO
 AA7024  USGS QUAD   -  THOMASTON WEST (1986)
 AA7024
 AA7024                         *CURRENT SURVEY CONTROL
 AA7024  ___________________________________________________________________
 AA7024* NAD 83(1992)-  32 21 32.13652(N)    087 39 30.38324(W)     ADJUSTED  
 AA7024* NAVD 88     -        44.6    (meters)     146.     (feet)  VERTCON   
 AA7024  ___________________________________________________________________
 AA7024  X           -     220,334.307 (meters)                     COMP
 AA7024  Y           -  -5,388,371.717 (meters)                     COMP
 AA7024  Z           -   3,394,127.207 (meters)                     COMP
 AA7024  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AA7024  ELLIP HEIGHT-          16.02  (meters)          (07/29/02) GPS OBS
 AA7024  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 AA7024
 AA7024  HORZ ORDER  -  FIRST
 AA7024  ELLP ORDER  -  FOURTH    CLASS I
 AA7024
 AA7024.The horizontal coordinates were established by GPS observations
 AA7024.and adjusted by the National Geodetic Survey in July 1995..
 AA7024
 AA7024.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7024
 AA7024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7024
 AA7024.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7024
 AA7024.The ellipsoidal height was determined by GPS observations
 AA7024.and is referenced to NAD 83.
 AA7024
 AA7024.The geoid height was determined by GEOID03.
 AA7024
 AA7024;                    North         East     Units Scale Factor Converg.
 AA7024;SPC AL W     -   261,534.014   585,088.129   MT  0.99993607   -0 05 05.3
 AA7024;UTM  16      - 3,580,411.676   438,049.754   MT  0.99964733   -0 21 08.7
 AA7024
 AA7024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7024!SPC AL W     -   0.99999748  x   0.99993607  =   0.99993355
 AA7024!UTM  16      -   0.99999748  x   0.99964733  =   0.99964482
 AA7024
 AA7024:                Primary Azimuth Mark                     Grid Az
 AA7024:SPC AL W     -  46 22                                    026 30 24.4
 AA7024:UTM  16      -  46 22                                    026 46 27.8
 AA7024
 AA7024|---------------------------------------------------------------------|
 AA7024| PID    Reference Object                     Distance      Geod. Az  |
 AA7024|                                                           dddmmss.s |
 AA7024| AA7025 46 22                               462.040 METERS 0262519.1 |
 AA7024|---------------------------------------------------------------------|
 AA7024
 AA7024                          SUPERSEDED SURVEY CONTROL
 AA7024
 AA7024  ELLIP H (07/21/95)   16.06   (m)                       GP(       ) 3 2
 AA7024  NGVD 29 (07/21/95)   44.6    (m)          146.     (f) GPS OBS        
 AA7024
 AA7024.Superseded values are not recommended for survey control.
 AA7024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7024.See file dsdata.txt to determine how the superseded data were derived.
 AA7024
 AA7024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3805080412(NAD 83)
 AA7024_MARKER: DD = SURVEY DISK
 AA7024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7024_STAMPING: 46-21 1994
 AA7024_MARK LOGO: ALHD  
 AA7024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7024+STABILITY: SURFACE MOTION
 AA7024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7024+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7024
 AA7024  HISTORY     - Date     Condition        Report By
 AA7024  HISTORY     - 1994     MONUMENTED       ALHD
 AA7024
 AA7024                          STATION DESCRIPTION
 AA7024
 AA7024'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7024'THE STATION IS LOCATED IN MARENGO COUNTY ON THE WEST RIGHT OF WAY OF
 AA7024'MARENGO COUNTY ROAD NO. 51, ABOUT 1.15 MI (1.85 KM) NORTHWEST OF
 AA7024'DAYTON AND ABOUT 8.90 MI (14.32 KM) NORTHEAST OF LINDEN. TO REACH THE
 AA7024'STATION FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST 21.20 ON ALA
 AA7024'25 AND MILE POST 54.95 ON ALA 28) AT A TRAFFIC LIGHT IN THOMASTON,
 AA7024'DRIVE NORTH ON ALA 25 FOR 6.15 MI (9.90 KM) TO MARENGO COUNTY ROAD NO.
 AA7024'44 ON THE LEFT IN DAYTON, TURN LEFT ON MARENGO COUNTY ROAD NO. 44 AND
 AA7024'DRIVE WEST AND NORTHWEST FOR 1.05 MI (1.69 KM) TO MARENGO COUNTY ROAD
 AA7024'NO. 51 ON THE RIGHT, TURN RIGHT ON MARENGO COUNTY ROAD NO. 51 AND
 AA7024'DRIVE NORTH FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT. THE
 AA7024'STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A SIX STRAND BARBED WIRE
 AA7024'FENCE ON TREATED WOOD POSTS, 31.3 FT (9.5 M) WEST-NORTHWEST OF THE
 AA7024'CENTERLINE OF MARENGO COUNTY ROAD NO. 53, 99.0 FT (30.2 M)
 AA7024'WEST-SOUTHWEST OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE
 AA7024'FENCE LINE ACROSS THE ROAD, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS
 AA7024'POST, AND SET FLUSH WITH THE GROUND. STATION 46-22 1994 MAY BE USED AS
 AA7024'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7025 ***********************************************************************
 AA7025  DESIGNATION -  46 22
 AA7025  PID         -  AA7025
 AA7025  STATE/COUNTY-  AL/MARENGO
 AA7025  USGS QUAD   -  THOMASTON WEST (1986)
 AA7025
 AA7025                         *CURRENT SURVEY CONTROL
 AA7025  ___________________________________________________________________
 AA7025* NAD 83(1992)-  32 21 45.56913(N)    087 39 22.51926(W)     ADJUSTED  
 AA7025* NAVD 88     -        47.2    (meters)     155.     (feet)  VERTCON   
 AA7025  ___________________________________________________________________
 AA7025  X           -     220,530.775 (meters)                     COMP
 AA7025  Y           -  -5,388,144.212 (meters)                     COMP
 AA7025  Z           -   3,394,478.106 (meters)                     COMP
 AA7025  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA7025  ELLIP HEIGHT-          18.61  (meters)          (07/29/02) GPS OBS
 AA7025  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AA7025
 AA7025  HORZ ORDER  -  FIRST
 AA7025  ELLP ORDER  -  FOURTH    CLASS I
 AA7025
 AA7025.The horizontal coordinates were established by GPS observations
 AA7025.and adjusted by the National Geodetic Survey in July 1995..
 AA7025
 AA7025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7025
 AA7025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7025
 AA7025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7025
 AA7025.The ellipsoidal height was determined by GPS observations
 AA7025.and is referenced to NAD 83.
 AA7025
 AA7025.The geoid height was determined by GEOID03.
 AA7025
 AA7025;                    North         East     Units Scale Factor Converg.
 AA7025;SPC AL W     -   261,947.458   585,294.326   MT  0.99993600   -0 05 01.1
 AA7025;UTM  16      - 3,580,824.033   438,257.820   MT  0.99964701   -0 21 04.6
 AA7025
 AA7025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7025!SPC AL W     -   0.99999708  x   0.99993600  =   0.99993308
 AA7025!UTM  16      -   0.99999708  x   0.99964701  =   0.99964409
 AA7025
 AA7025:                Primary Azimuth Mark                     Grid Az
 AA7025:SPC AL W     -  46 21                                    206 30 24.5
 AA7025:UTM  16      -  46 21                                    206 46 28.0
 AA7025
 AA7025|---------------------------------------------------------------------|
 AA7025| PID    Reference Object                     Distance      Geod. Az  |
 AA7025|                                                           dddmmss.s |
 AA7025| AA7024 46 21                               462.040 METERS 2062523.4 |
 AA7025|---------------------------------------------------------------------|
 AA7025
 AA7025                          SUPERSEDED SURVEY CONTROL
 AA7025
 AA7025  ELLIP H (07/21/95)   18.65   (m)                       GP(       ) 3 2
 AA7025  NGVD 29 (07/21/95)   47.2    (m)          155.     (f) GPS OBS        
 AA7025
 AA7025.Superseded values are not recommended for survey control.
 AA7025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7025.See file dsdata.txt to determine how the superseded data were derived.
 AA7025
 AA7025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3825880824(NAD 83)
 AA7025_MARKER: DD = SURVEY DISK
 AA7025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7025_STAMPING: 46-22 1994
 AA7025_MARK LOGO: ALHD  
 AA7025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7025+STABILITY: SURFACE MOTION
 AA7025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7025+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7025
 AA7025  HISTORY     - Date     Condition        Report By
 AA7025  HISTORY     - 1994     MONUMENTED       ALHD
 AA7025
 AA7025                          STATION DESCRIPTION
 AA7025
 AA7025'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7025'THE STATION IS LOCATED IN MARENGO COUNTY ON THE EAST RIGHT OF WAY OF
 AA7025'MARENGO COUNTY ROAD NO. 51, ABOUT 1.15 MI (1.85 KM) NORTHWEST OF
 AA7025'DAYTON AND ABOUT 9.15 MI (14.73 KM) NORTHEAST OF LINDEN. TO REACH THE
 AA7025'STATION FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST 21.20 ON ALA
 AA7025'25 AND MILE POST 54.95 ON ALA 28) AT A TRAFFIC LIGHT IN THOMASTON,
 AA7025'DRIVE NORTH ON ALA 25 FOR 6.15 MI (9.90 KM) TO MARENGO COUNTY ROAD NO.
 AA7025'44 ON THE LEFT IN DAYTON, TURN LEFT ON MARENGO COUNTY ROAD NO. 44 AND
 AA7025'DRIVE WEST AND NORTHWEST FOR 1.05 MI (1.69 KM) TO MARENGO COUNTY ROAD
 AA7025'NO. 51 ON THE RIGHT, TURN RIGHT ON MARENGO COUNTY ROAD NO. 51 AND
 AA7025'DRIVE NORTH FOR 0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT. THE
 AA7025'STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF A SEVEN STRAND BARBED WIRE
 AA7025'FENCE ON OLD TREATED WOOD POSTS, 39.0 FT (11.9 M) EAST-SOUTHEAST OF
 AA7025'THE CENTERLINE OF MARENGO COUNTY ROAD NO. 53, 80.0 FT (24.4 M)
 AA7025'EAST-NORTHEAST OF THE NORTH END OF AN EIGHTEEN-INCH CORREGATED METAL
 AA7025'PIPE UNDER A FIELD ROAD ACROSS THE ROAD, 93.3 FT (28.4 M) EAST OF THE
 AA7025'NORTH POST OF RED PIPE GATE ACROSS THE ROAD, 119.4 FT (36.4 M)
 AA7025'SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 99 W HY 44 ACROSS THE
 AA7025'ROAD, 138.0 FT (42.1 M) SOUTH OF THE SOUTH POST OF A CATTLE GAP IN THE
 AA7025'FENCE ACROSS THE ROAD, 3.1 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS
 AA7025'POST, AND SET FLUSH WITH THE GROUND. STATION 46-21 1994 MAY BE USED AS
 AA7025'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7026 ***********************************************************************
 AA7026  DESIGNATION -  46 23
 AA7026  PID         -  AA7026
 AA7026  STATE/COUNTY-  AL/MARENGO
 AA7026  USGS QUAD   -  THOMASTON EAST (1968)
 AA7026
 AA7026                         *CURRENT SURVEY CONTROL
 AA7026  ___________________________________________________________________
 AA7026* NAD 83(1992)-  32 16 00.34316(N)    087 33 39.89091(W)     ADJUSTED  
 AA7026* NAVD 88     -        75.7    (meters)     248.     (feet)  VERTCON   
 AA7026  ___________________________________________________________________
 AA7026  X           -     229,723.703 (meters)                     COMP
 AA7026  Y           -  -5,393,474.243 (meters)                     COMP
 AA7026  Z           -   3,385,506.222 (meters)                     COMP
 AA7026  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA7026  ELLIP HEIGHT-          47.30  (meters)          (07/29/02) GPS OBS
 AA7026  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 AA7026
 AA7026  HORZ ORDER  -  FIRST
 AA7026  ELLP ORDER  -  FOURTH    CLASS I
 AA7026
 AA7026.The horizontal coordinates were established by GPS observations
 AA7026.and adjusted by the National Geodetic Survey in July 1995..
 AA7026
 AA7026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7026
 AA7026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7026
 AA7026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7026
 AA7026.The ellipsoidal height was determined by GPS observations
 AA7026.and is referenced to NAD 83.
 AA7026
 AA7026.The geoid height was determined by GEOID03.
 AA7026
 AA7026;                    North         East     Units Scale Factor Converg.
 AA7026;SPC AL W     -   251,304.929   594,245.439   MT  0.99993374   -0 01 57.4
 AA7026;UTM  16      - 3,570,143.004   447,156.569   MT  0.99963443   -0 17 58.4
 AA7026
 AA7026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7026!SPC AL W     -   0.99999257  x   0.99993374  =   0.99992631
 AA7026!UTM  16      -   0.99999257  x   0.99963443  =   0.99962701
 AA7026
 AA7026                          SUPERSEDED SURVEY CONTROL
 AA7026
 AA7026  ELLIP H (07/21/95)   47.34   (m)                       GP(       ) 3 2
 AA7026  NGVD 29 (07/21/95)   75.7    (m)          248.     (f) GPS OBS        
 AA7026
 AA7026.Superseded values are not recommended for survey control.
 AA7026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7026.See file dsdata.txt to determine how the superseded data were derived.
 AA7026
 AA7026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4715770143(NAD 83)
 AA7026_MARKER: DD = SURVEY DISK
 AA7026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7026_STAMPING: 46-23 1994
 AA7026_MARK LOGO: ALHD  
 AA7026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7026+STABILITY: SURFACE MOTION
 AA7026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7026+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7026
 AA7026  HISTORY     - Date     Condition        Report By
 AA7026  HISTORY     - 1994     MONUMENTED       ALHD
 AA7026
 AA7026                          STATION DESCRIPTION
 AA7026
 AA7026'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7026'THE STATION IS LOCATED IN MARENGO COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7026'ALA 28, ABOUT 3.70 MI (5.95 KM) EAST OF THOMASTON AND ABOUT 7.40 MI
 AA7026'(11.91 KM) SOUTHEAST OF DAYTON. TO REACH THE STATION FROM THE JUNCTION
 AA7026'OF ALA 25 AND ALA 28 (MILE POST 54.95 ON ALA 28 AND MILE POST 21.20 ON
 AA7026'ALA 25) AT A TRAFFIC LIGHT IN THOMASTON, DRIVE EAST ON ALA 28 FOR 3.75
 AA7026'MI (6.03 KM) TO MILE POST 58.70 AND THE STATION ON THE LEFT. THE
 AA7026'STATION IS 3.5 FT (1.1 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON
 AA7026'TREATED WOOD POSTS, 28.4 FT (8.7 M) WEST OF A BARRIER LINE MARKER
 AA7026'SIGN, 57.8 FT (17.6 M) NORTH OF THE CENTERLINE OF ALA 28, 60.5 FT
 AA7026'(18.4 M) EAST OF THE EAST POST OF A CATTLE GAP IN THE FENCE LINE, 61.9
 AA7026'FT (18.9 M) EAST OF CONCRETE RIGHT OF WAY MARKER POT 778 + 00, 71.0 FT
 AA7026'(21.6 M) EAST OF THE CENTER OF A FIELD ROAD, 89.5 FT (27.3 M) EAST OF
 AA7026'A POWER POLE, 92.2 FT (28.1 M) EAST OF BENCH MARK K 372 1951, 3.2 FT
 AA7026'(1.0 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7026'GROUND. STATION 46-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7027 ***********************************************************************
 AA7027  DESIGNATION -  46 24
 AA7027  PID         -  AA7027
 AA7027  STATE/COUNTY-  AL/MARENGO
 AA7027  USGS QUAD   -  THOMASTON EAST (1968)
 AA7027
 AA7027                         *CURRENT SURVEY CONTROL
 AA7027  ___________________________________________________________________
 AA7027* NAD 83(1992)-  32 15 58.29255(N)    087 33 09.77613(W)     ADJUSTED  
 AA7027* NAVD 88     -        79.8    (meters)     262.     (feet)  VERTCON   
 AA7027  ___________________________________________________________________
 AA7027  X           -     230,512.738 (meters)                     COMP
 AA7027  Y           -  -5,393,477.792 (meters)                     COMP
 AA7027  Z           -   3,385,454.994 (meters)                     COMP
 AA7027  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AA7027  ELLIP HEIGHT-          51.39  (meters)          (07/29/02) GPS OBS
 AA7027  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AA7027
 AA7027  HORZ ORDER  -  FIRST
 AA7027  ELLP ORDER  -  FOURTH    CLASS I
 AA7027
 AA7027.The horizontal coordinates were established by GPS observations
 AA7027.and adjusted by the National Geodetic Survey in July 1995..
 AA7027
 AA7027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7027
 AA7027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7027
 AA7027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7027
 AA7027.The ellipsoidal height was determined by GPS observations
 AA7027.and is referenced to NAD 83.
 AA7027
 AA7027.The geoid height was determined by GEOID03.
 AA7027
 AA7027;                    North         East     Units Scale Factor Converg.
 AA7027;SPC AL W     -   251,241.350   595,033.514   MT  0.99993364   -0 01 41.3
 AA7027;UTM  16      - 3,570,075.775   447,944.103   MT  0.99963342   -0 17 42.3
 AA7027
 AA7027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7027!SPC AL W     -   0.99999193  x   0.99993364  =   0.99992557
 AA7027!UTM  16      -   0.99999193  x   0.99963342  =   0.99962535
 AA7027
 AA7027                          SUPERSEDED SURVEY CONTROL
 AA7027
 AA7027  ELLIP H (07/21/95)   51.44   (m)                       GP(       ) 3 2
 AA7027  NGVD 29 (07/21/95)   79.8    (m)          262.     (f) GPS OBS        
 AA7027
 AA7027.Superseded values are not recommended for survey control.
 AA7027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7027.See file dsdata.txt to determine how the superseded data were derived.
 AA7027
 AA7027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4794470076(NAD 83)
 AA7027_MARKER: DD = SURVEY DISK
 AA7027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7027_STAMPING: 46-24 1994
 AA7027_MARK LOGO: ALHD  
 AA7027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7027+STABILITY: SURFACE MOTION
 AA7027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7027+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7027
 AA7027  HISTORY     - Date     Condition        Report By
 AA7027  HISTORY     - 1994     MONUMENTED       ALHD
 AA7027
 AA7027                          STATION DESCRIPTION
 AA7027
 AA7027'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7027'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7027'ALA 28, ABOUT 4.25 MI (6.84 KM) EAST OF THOMASTON AND ABOUT 7.85 MI
 AA7027'(12.63 KM) SOUTHEAST OF DAYTON. TO REACH THE STATION FROM THE JUNCTION
 AA7027'OF ALA 25 AND ALA 28 (MILE POST 54.95 ON ALA 28 AND MILE POST 21.20 ON
 AA7027'ALA 25) AT A TRAFFIC LIGHT IN THOMASTON, DRIVE EAST ON ALA 28 FOR 4.25
 AA7027'MI (6.84 KM) TO MILE POST 59.20 AND THE STATION ON THE RIGHT. THE
 AA7027'STATION IS 30.8 FT (9.4 M) WEST OF THE WEST ONE OF TWO CONNECTED POSTS
 AA7027'WEST OF A FIELD ROAD, 51.7 FT (15.8 M) WEST OF THE CENTER OF A FIELD
 AA7027'ROAD, 54.0 FT (16.5 M) SOUTH OF THE CENTERLINE OF ALA 28, 117.1 FT
 AA7027'(35.7 M) SOUTH-SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 120.5 FT
 AA7027'(36.7 M) SOUTH-SOUTHWEST OF THE WEST POST OF A DOUBLE PIPE GATE ACROSS
 AA7027'THE ROAD, 253.5 FT (77.3 M) EAST OF TELEPHONE CABLE PEDESTAL NO. I 38
 AA7027'LP 6, 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7027'WITH THE GROUND. STATION 46-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7027'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7028 ***********************************************************************
 AA7028  DESIGNATION -  46 25
 AA7028  PID         -  AA7028
 AA7028  STATE/COUNTY-  AL/MARENGO
 AA7028  USGS QUAD   -  THOMASTON WEST (1986)
 AA7028
 AA7028                         *CURRENT SURVEY CONTROL
 AA7028  ___________________________________________________________________
 AA7028* NAD 83(1992)-  32 16 34.12925(N)    087 43 12.53216(W)     ADJUSTED  
 AA7028* NAVD 88     -        49.2    (meters)     161.     (feet)  VERTCON   
 AA7028  ___________________________________________________________________
 AA7028  X           -     214,726.243 (meters)                     COMP
 AA7028  Y           -  -5,393,513.576 (meters)                     COMP
 AA7028  Z           -   3,386,372.019 (meters)                     COMP
 AA7028  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AA7028  ELLIP HEIGHT-          20.77  (meters)          (07/29/02) GPS OBS
 AA7028  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 AA7028
 AA7028  HORZ ORDER  -  FIRST
 AA7028  ELLP ORDER  -  FOURTH    CLASS I
 AA7028
 AA7028.The horizontal coordinates were established by GPS observations
 AA7028.and adjusted by the National Geodetic Survey in July 1995..
 AA7028
 AA7028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7028
 AA7028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7028
 AA7028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7028
 AA7028.The ellipsoidal height was determined by GPS observations
 AA7028.and is referenced to NAD 83.
 AA7028
 AA7028.The geoid height was determined by GEOID03.
 AA7028
 AA7028;                    North         East     Units Scale Factor Converg.
 AA7028;SPC AL W     -   252,365.217   579,261.491   MT  0.99993864   -0 07 03.2
 AA7028;UTM  16      - 3,571,272.772   432,182.077   MT  0.99965672   -0 23 04.5
 AA7028
 AA7028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7028!SPC AL W     -   0.99999674  x   0.99993864  =   0.99993538
 AA7028!UTM  16      -   0.99999674  x   0.99965672  =   0.99965346
 AA7028
 AA7028                          SUPERSEDED SURVEY CONTROL
 AA7028
 AA7028  ELLIP H (07/21/95)   20.83   (m)                       GP(       ) 3 2
 AA7028  NGVD 29 (07/21/95)   49.2    (m)          161.     (f) GPS OBS        
 AA7028
 AA7028.Superseded values are not recommended for survey control.
 AA7028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7028.See file dsdata.txt to determine how the superseded data were derived.
 AA7028
 AA7028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3218271273(NAD 83)
 AA7028_MARKER: DD = SURVEY DISK
 AA7028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7028_STAMPING: 46-25 1994
 AA7028_MARK LOGO: ALHD  
 AA7028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7028+STABILITY: SURFACE MOTION
 AA7028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7028+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7028
 AA7028  HISTORY     - Date     Condition        Report By
 AA7028  HISTORY     - 1994     MONUMENTED       ALHD
 AA7028
 AA7028                          STATION DESCRIPTION
 AA7028
 AA7028'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7028'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7028'ALA 28, ABOUT 5.00 MI (8.05 KM) EAST-SOUTHEAST OF LINDEN AND ABOUT
 AA7028'5.55 MI (8.93 KM) WEST OF THOMASTON. TO REACH THE STATION FROM THE
 AA7028'JUNCTION OF ALA 25 AND ALA 28 (MILE POST 54.95 ON ALA 28 AND MILE POST
 AA7028'21.20 ON ALA 25) AT A TRAFFIC LIGHT IN THOMASTON, DRIVE WEST ON ALA 28
 AA7028'FOR 5.95 MI (9.58 KM) TO MILE POST 49.00 AND THE STATION ON THE LEFT.
 AA7028'THE STATION IS LOCATED ON TOP OF A FIVE FOOT BACKSLOPE BETWEEN ALA 28
 AA7028'AND A RAILROAD, 26.0 FT (7.9 M) NORTH-NORTHEAST OF THE NORTH RAIL OF
 AA7028'THE RAILROAD, 34.3 FT (10.5 M) SOUTH-SOUTHEAST OF MILE POST 49, 47.6
 AA7028'FT (14.5 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF ALA 28, 109.5 FT
 AA7028'(33.4 M) SOUTH OF THE EAST ONE OF TWO CONNECTED POSTS IN THE FENCE
 AA7028'LINE ACROSS THE ROAD, 111.6 FT (34.0 M) SOUTHWEST OF A POWER POLE
 AA7028'ACROSS THE ROAD, 116.0 FT (35.4 M) WEST OF A POWER POLE, 2.2 FT (0.7
 AA7028'M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7028'STATION 46-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7029 ***********************************************************************
 AA7029  DESIGNATION -  46 26
 AA7029  PID         -  AA7029
 AA7029  STATE/COUNTY-  AL/MARENGO
 AA7029  USGS QUAD   -  THOMASTON WEST (1986)
 AA7029
 AA7029                         *CURRENT SURVEY CONTROL
 AA7029  ___________________________________________________________________
 AA7029* NAD 83(1992)-  32 16 21.50797(N)    087 42 32.96476(W)     ADJUSTED  
 AA7029* NAVD 88     -        42.5    (meters)     139.     (feet)  VERTCON   
 AA7029  ___________________________________________________________________
 AA7029  X           -     215,768.939 (meters)                     COMP
 AA7029  Y           -  -5,393,674.049 (meters)                     COMP
 AA7029  Z           -   3,386,039.725 (meters)                     COMP
 AA7029  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 AA7029  ELLIP HEIGHT-          14.06  (meters)          (07/29/02) GPS OBS
 AA7029  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AA7029
 AA7029  HORZ ORDER  -  FIRST
 AA7029  ELLP ORDER  -  FOURTH    CLASS I
 AA7029
 AA7029.The horizontal coordinates were established by GPS observations
 AA7029.and adjusted by the National Geodetic Survey in July 1995..
 AA7029
 AA7029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7029
 AA7029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7029
 AA7029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7029
 AA7029.The ellipsoidal height was determined by GPS observations
 AA7029.and is referenced to NAD 83.
 AA7029
 AA7029.The geoid height was determined by GEOID03.
 AA7029
 AA7029;                    North         East     Units Scale Factor Converg.
 AA7029;SPC AL W     -   251,974.395   580,296.111   MT  0.99993812   -0 06 42.0
 AA7029;UTM  16      - 3,570,877.244   433,214.573   MT  0.99965500   -0 22 43.2
 AA7029
 AA7029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7029!SPC AL W     -   0.99999779  x   0.99993812  =   0.99993591
 AA7029!UTM  16      -   0.99999779  x   0.99965500  =   0.99965279
 AA7029
 AA7029                          SUPERSEDED SURVEY CONTROL
 AA7029
 AA7029  ELLIP H (07/21/95)   14.12   (m)                       GP(       ) 3 2
 AA7029  NGVD 29 (07/21/95)   42.5    (m)          139.     (f) GPS OBS        
 AA7029
 AA7029.Superseded values are not recommended for survey control.
 AA7029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7029.See file dsdata.txt to determine how the superseded data were derived.
 AA7029
 AA7029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3321570877(NAD 83)
 AA7029_MARKER: DD = SURVEY DISK
 AA7029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7029_STAMPING: 46-26 1994
 AA7029_MARK LOGO: ALHD  
 AA7029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7029+STABILITY: SURFACE MOTION
 AA7029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7029+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7029
 AA7029  HISTORY     - Date     Condition        Report By
 AA7029  HISTORY     - 1994     MONUMENTED       ALHD
 AA7029
 AA7029                          STATION DESCRIPTION
 AA7029
 AA7029'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7029'THE STATION IS LOCATED IN MARENGO COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7029'ALA 28, ABOUT 5.70 MI (9.17 KM) EAST-SOUTHEAST OF LINDEN AND ABOUT
 AA7029'4.85 MI (7.81 KM) WEST OF THOMASTON. TO REACH THE STATION FROM THE
 AA7029'JUNCTION OF ALA 25 AND ALA 28 (MILE POST 54.95 ON ALA 28 AND MILE POST
 AA7029'21.20 ON ALA 25) AT A TRAFFIC LIGHT IN THOMASTON, DRIVE WEST ON ALA 28
 AA7029'FOR 5.25 MI (8.45 KM) TO MILE POST 49.70 AND THE STATION ON THE RIGHT.
 AA7029'THE STATION IS 2.8 FT (0.9 M) SOUTH-SOUTHWEST OF A FOUR STRAND BARBED
 AA7029'WIRE FENCE ON OLD WOOD POSTS, 19.5 FT (5.9 M) WEST OF A CROSS TIE POST
 AA7029'IN THE FENCE LINE, 44.7 FT (13.6 M) EAST-SOUTHEAST OF THE EAST ONE OF
 AA7029'TWO CONNECTED POSTS IN THE FENCE LINE, 57.0 FT (17.4 M)
 AA7029'NORTH-NORTHEAST OF THE CENTERLINE OF ALA 28, 143.0 FT (43.6 M)
 AA7029'WEST-NORTHWEST OF A POWER POLE WITH A BIRD HOUSE, 2.7 FT (0.8 M)
 AA7029'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7029'STATION 46-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7030 ***********************************************************************
 AA7030  DESIGNATION -  46 27
 AA7030  PID         -  AA7030
 AA7030  STATE/COUNTY-  AL/MARENGO
 AA7030  USGS QUAD   -  FLATWOOD (1978)
 AA7030
 AA7030                         *CURRENT SURVEY CONTROL
 AA7030  ___________________________________________________________________
 AA7030* NAD 83(1992)-  32 10 05.00365(N)    087 34 46.95005(W)     ADJUSTED  
 AA7030* NAVD 88     -        57.0    (meters)     187.     (feet)  VERTCON   
 AA7030  ___________________________________________________________________
 AA7030  X           -     228,215.973 (meters)                     COMP
 AA7030  Y           -  -5,399,363.199 (meters)                     COMP
 AA7030  Z           -   3,376,236.034 (meters)                     COMP
 AA7030  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AA7030  ELLIP HEIGHT-          28.74  (meters)          (07/29/02) GPS OBS
 AA7030  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AA7030
 AA7030  HORZ ORDER  -  FIRST
 AA7030  ELLP ORDER  -  FOURTH    CLASS I
 AA7030
 AA7030.The horizontal coordinates were established by GPS observations
 AA7030.and adjusted by the National Geodetic Survey in July 1995..
 AA7030
 AA7030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7030
 AA7030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7030
 AA7030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7030
 AA7030.The ellipsoidal height was determined by GPS observations
 AA7030.and is referenced to NAD 83.
 AA7030
 AA7030.The geoid height was determined by GEOID03.
 AA7030
 AA7030;                    North         East     Units Scale Factor Converg.
 AA7030;SPC AL W     -   240,361.300   592,482.378   MT  0.99993403   -0 02 32.8
 AA7030;UTM  16      - 3,559,210.958   445,343.152   MT  0.99963684   -0 18 31.1
 AA7030
 AA7030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7030!SPC AL W     -   0.99999549  x   0.99993403  =   0.99992952
 AA7030!UTM  16      -   0.99999549  x   0.99963684  =   0.99963233
 AA7030
 AA7030:                Primary Azimuth Mark                     Grid Az
 AA7030:SPC AL W     -  46 28                                    348 00 35.0
 AA7030:UTM  16      -  46 28                                    348 16 33.3
 AA7030
 AA7030|---------------------------------------------------------------------|
 AA7030| PID    Reference Object                     Distance      Geod. Az  |
 AA7030|                                                           dddmmss.s |
 AA7030| AA7031 46 28                               426.337 METERS 3475802.2 |
 AA7030|---------------------------------------------------------------------|
 AA7030
 AA7030                          SUPERSEDED SURVEY CONTROL
 AA7030
 AA7030  ELLIP H (07/21/95)   28.79   (m)                       GP(       ) 3 2
 AA7030  NGVD 29 (07/21/95)   57.0    (m)          187.     (f) GPS OBS        
 AA7030
 AA7030.Superseded values are not recommended for survey control.
 AA7030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7030.See file dsdata.txt to determine how the superseded data were derived.
 AA7030
 AA7030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4534359211(NAD 83)
 AA7030_MARKER: DD = SURVEY DISK
 AA7030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7030_STAMPING: 46-27 1994
 AA7030_MARK LOGO: ALHD  
 AA7030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7030+STABILITY: SURFACE MOTION
 AA7030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7030+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7030
 AA7030  HISTORY     - Date     Condition        Report By
 AA7030  HISTORY     - 1994     MONUMENTED       ALHD
 AA7030
 AA7030                          STATION DESCRIPTION
 AA7030
 AA7030'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7030'THE STATION IS LOCATED IN MARENGO COUNTY ON THE WEST RIGHT OF WAY OF
 AA7030'MARENGO COUNTY ROAD NO. 53, ABOUT 7.40 MI (11.91 KM) SOUTH-SOUTHEAST
 AA7030'OF THOMASTON AND ABOUT 15.95 MI (25.67 KM) SOUTHEAST OF LINDEN. TO
 AA7030'REACH THE STATION FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST
 AA7030'54.95 ON ALA 28 AND MILE POST 21.20 ON ALA 25) AT A TRAFFIC LIGHT IN
 AA7030'THOMASTON, DRIVE EAST ON ALA 28 FOR 0.95 MI (1.53 KM) TO MILE POST
 AA7030'55.90 AND MARENGO COUNTY ROAD NO. 53 LEFT AND RIGHT, TURN RIGHT ON
 AA7030'MARENGO COUNTY ROAD NO. 53 AND DRIVE SOUTH FOR 7.25 MI (11.67 KM) TO
 AA7030'THE STATION ON THE RIGHT. THE STATION IS 2.8 FT (0.9 M) EAST-NORTHEAST
 AA7030'OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 31.9 FT (9.7
 AA7030'M) NORTH OF THE NORTH ONE OF TWO CONNECTED POSTS IN THE FENCE LINE,
 AA7030'37.6 FT (11.5 M) WEST-SOUTHWEST OF THE CENTERLINE OF MARENGO COUNTY
 AA7030'ROAD NO. 53, 210.6 FT (64.2 M) SOUTH OF A POWER POLE, 3.0 FT (0.9 M)
 AA7030'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7030'STATION 46-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7031 ***********************************************************************
 AA7031  DESIGNATION -  46 28
 AA7031  PID         -  AA7031
 AA7031  STATE/COUNTY-  AL/MARENGO
 AA7031  USGS QUAD   -  FLATWOOD (1978)
 AA7031
 AA7031                         *CURRENT SURVEY CONTROL
 AA7031  ___________________________________________________________________
 AA7031* NAD 83(1992)-  32 10 18.54044(N)    087 34 50.34249(W)     ADJUSTED  
 AA7031* NAVD 88     -        56.0    (meters)     184.     (feet)  VERTCON   
 AA7031  ___________________________________________________________________
 AA7031  X           -     228,117.760 (meters)                     COMP
 AA7031  Y           -  -5,399,144.244 (meters)                     COMP
 AA7031  Z           -   3,376,588.424 (meters)                     COMP
 AA7031  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AA7031  ELLIP HEIGHT-          27.68  (meters)          (07/29/02) GPS OBS
 AA7031  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AA7031
 AA7031  HORZ ORDER  -  FIRST
 AA7031  ELLP ORDER  -  FOURTH    CLASS I
 AA7031
 AA7031.The horizontal coordinates were established by GPS observations
 AA7031.and adjusted by the National Geodetic Survey in July 1995..
 AA7031
 AA7031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7031
 AA7031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7031
 AA7031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7031
 AA7031.The ellipsoidal height was determined by GPS observations
 AA7031.and is referenced to NAD 83.
 AA7031
 AA7031.The geoid height was determined by GEOID03.
 AA7031
 AA7031;                    North         East     Units Scale Factor Converg.
 AA7031;SPC AL W     -   240,778.308   592,393.815   MT  0.99993405   -0 02 34.6
 AA7031;UTM  16      - 3,559,628.250   445,256.553   MT  0.99963696   -0 18 33.1
 AA7031
 AA7031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7031!SPC AL W     -   0.99999565  x   0.99993405  =   0.99992970
 AA7031!UTM  16      -   0.99999565  x   0.99963696  =   0.99963262
 AA7031
 AA7031:                Primary Azimuth Mark                     Grid Az
 AA7031:SPC AL W     -  46 27                                    168 00 35.0
 AA7031:UTM  16      -  46 27                                    168 16 33.5
 AA7031
 AA7031|---------------------------------------------------------------------|
 AA7031| PID    Reference Object                     Distance      Geod. Az  |
 AA7031|                                                           dddmmss.s |
 AA7031| AA7030 46 27                               426.337 METERS 1675800.4 |
 AA7031|---------------------------------------------------------------------|
 AA7031
 AA7031                          SUPERSEDED SURVEY CONTROL
 AA7031
 AA7031  ELLIP H (07/21/95)   27.74   (m)                       GP(       ) 3 2
 AA7031  NGVD 29 (07/21/95)   55.9    (m)          183.     (f) GPS OBS        
 AA7031
 AA7031.Superseded values are not recommended for survey control.
 AA7031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7031.See file dsdata.txt to determine how the superseded data were derived.
 AA7031
 AA7031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4525759628(NAD 83)
 AA7031_MARKER: DD = SURVEY DISK
 AA7031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7031_STAMPING: 46-28 1994
 AA7031_MARK LOGO: ALHD  
 AA7031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7031+STABILITY: SURFACE MOTION
 AA7031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7031+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7031
 AA7031  HISTORY     - Date     Condition        Report By
 AA7031  HISTORY     - 1994     MONUMENTED       ALHD
 AA7031
 AA7031                          STATION DESCRIPTION
 AA7031
 AA7031'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7031'THE STATION IS LOCATED IN MARENGO COUNTY ON THE WEST RIGHT OF WAY OF
 AA7031'MARENGO COUNTY ROAD NO. 53, ABOUT 7.10 MI (11.43 KM) SOUTH-SOUTHEAST
 AA7031'OF THOMASTON AND ABOUT 15.75 MI (25.35 KM) SOUTHEAST OF LINDEN. TO
 AA7031'REACH THE STATION FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST
 AA7031'54.95 ON ALA 28 AND MILE POST 21.20 ON ALA 25) AT A TRAFFIC LIGHT IN
 AA7031'THOMASTON, DRIVE EAST ON ALA 28 FOR 0.95 MI (1.53 KM) TO MILE POST
 AA7031'55.90 AND MARENGO COUNTY ROAD NO. 53 LEFT AND RIGHT, TURN RIGHT ON
 AA7031'MARENGO COUNTY ROAD NO. 53 AND DRIVE SOUTH FOR 6.95 MI (11.18 KM) TO
 AA7031'THE STATION ON THE RIGHT. THE STATION IS 3.4 FT (1.0 M) EAST-NORTHEAST
 AA7031'OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 11.7 FT (3.6
 AA7031'M) SOUTHEAST OF A FENCE JUNCTION, 37.0 FT (11.3 M) WEST-SOUTHWEST OF
 AA7031'THE CENTERLINE OF MARENGO COUNTY ROAD NO. 53, 95.3 FT (29.0 M)
 AA7031'NORTH-NORTHWEST OF A POWER POLE, 111.2 FT (33.9 M) NORTHWEST OF THE
 AA7031'NORTH CROSS TIE POST OF A CATTLE GAP IN THE FENCE LINE ACROSS THE
 AA7031'ROAD, 129.6 FT (39.5 M) NORTHWEST OF THE SOUTH CROSS TIE POST OF A
 AA7031'CATTLE GAP IN THE FENCE LINE ACROSS THE ROAD, 138.4 FT (42.2 M)
 AA7031'NORTH-NORTHWEST OF THE NORTH ONE OF TWO CONNECTED POSTS IN THE FENCE
 AA7031'LINE, 3.3 FT (1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7031'WITH THE GROUND. STATION 46-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7031'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7032 ***********************************************************************
 AA7032  DESIGNATION -  46 29
 AA7032  PID         -  AA7032
 AA7032  STATE/COUNTY-  AL/MARENGO
 AA7032  USGS QUAD   -  MAGNOLIA (1976)
 AA7032
 AA7032                         *CURRENT SURVEY CONTROL
 AA7032  ___________________________________________________________________
 AA7032* NAD 83(1992)-  32 09 03.21003(N)    087 39 15.06570(W)     ADJUSTED  
 AA7032* NAVD 88     -        62.3    (meters)     204.     (feet)  VERTCON   
 AA7032  ___________________________________________________________________
 AA7032  X           -     221,239.012 (meters)                     COMP
 AA7032  Y           -  -5,400,672.084 (meters)                     COMP
 AA7032  Z           -   3,374,627.489 (meters)                     COMP
 AA7032  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AA7032  ELLIP HEIGHT-          34.06  (meters)          (07/29/02) GPS OBS
 AA7032  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 AA7032
 AA7032  HORZ ORDER  -  FIRST
 AA7032  ELLP ORDER  -  FOURTH    CLASS I
 AA7032
 AA7032.The horizontal coordinates were established by GPS observations
 AA7032.and adjusted by the National Geodetic Survey in July 1995..
 AA7032
 AA7032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7032
 AA7032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7032
 AA7032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7032
 AA7032.The ellipsoidal height was determined by GPS observations
 AA7032.and is referenced to NAD 83.
 AA7032
 AA7032.The geoid height was determined by GEOID03.
 AA7032
 AA7032;                    North         East     Units Scale Factor Converg.
 AA7032;SPC AL W     -   238,465.648   585,455.456   MT  0.99993594   -0 04 55.4
 AA7032;UTM  16      - 3,557,348.515   438,309.562   MT  0.99964693   -0 20 53.3
 AA7032
 AA7032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7032!SPC AL W     -   0.99999465  x   0.99993594  =   0.99993059
 AA7032!UTM  16      -   0.99999465  x   0.99964693  =   0.99964158
 AA7032
 AA7032                          SUPERSEDED SURVEY CONTROL
 AA7032
 AA7032  ELLIP H (07/21/95)   34.12   (m)                       GP(       ) 3 2
 AA7032  NGVD 29 (07/21/95)   62.3    (m)          204.     (f) GPS OBS        
 AA7032
 AA7032.Superseded values are not recommended for survey control.
 AA7032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7032.See file dsdata.txt to determine how the superseded data were derived.
 AA7032
 AA7032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3831057349(NAD 83)
 AA7032_MARKER: DD = SURVEY DISK
 AA7032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7032_STAMPING: 46-29 1994
 AA7032_MARK LOGO: ALHD  
 AA7032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7032+STABILITY: SURFACE MOTION
 AA7032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7032+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7032
 AA7032  HISTORY     - Date     Condition        Report By
 AA7032  HISTORY     - 1994     MONUMENTED       ALHD
 AA7032
 AA7032                          STATION DESCRIPTION
 AA7032
 AA7032'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7032'THE STATION IS LOCATED IN MARENGO COUNTY ON THE EAST RIGHT OF WAY OF
 AA7032'ALA 25, ABOUT 8.05 MI (12.95 KM) SOUTH-SOUTHWEST OF THOMASTON AND
 AA7032'ABOUT 13.55 MI (21.81 KM) SOUTHEAST OF LINDEN. TO REACH THE STATION
 AA7032'FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST 21.20 ON ALA 25 AND
 AA7032'MILE POST 54.95 ON ALA 28) AT A TRAFFIC LIGHT IN THOMASTON, DRIVE
 AA7032'SOUTH ON ALA 25 FOR 8.45 MI (13.60 KM) TO MILE POST 12.75 AND THE
 AA7032'STATION ON THE LEFT. THE STATION IS 46.5 FT (14.2 M) EAST OF THE
 AA7032'CENTERLINE OF ALA 25, 82.0 FT (25.0 M) SOUTH OF A JUNCTION POWER POLE
 AA7032'WITH ONE GUY WIRE, 2.2 FT (0.7 M) WEST OF A CARSONITE WITNESS POST,
 AA7032'AND SET FLUSH WITH THE GROUND. STATION 46-30 1994 MAY BE USED AS AN
 AA7032'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3223 ***********************************************************************
 CN3223  DESIGNATION -  46 3
 CN3223  PID         -  CN3223
 CN3223  STATE/COUNTY-  AL/MARENGO
 CN3223  USGS QUAD   -  MILLER (1978)
 CN3223
 CN3223                         *CURRENT SURVEY CONTROL
 CN3223  ___________________________________________________________________
 CN3223* NAD 83(1992)-  32 13 46.30890(N)    087 47 03.54692(W)     ADJUSTED  
 CN3223* NAVD 88     -        76.8    (meters)     252.     (feet)  VERTCON   
 CN3223  ___________________________________________________________________
 CN3223  X           -     208,792.985 (meters)                     COMP
 CN3223  Y           -  -5,396,530.783 (meters)                     COMP
 CN3223  Z           -   3,382,015.054 (meters)                     COMP
 CN3223  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CN3223  ELLIP HEIGHT-          48.54  (meters)          (07/29/02) GPS OBS
 CN3223  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CN3223
 CN3223  HORZ ORDER  -  FIRST
 CN3223  ELLP ORDER  -  FOURTH    CLASS I
 CN3223
 CN3223.The horizontal coordinates were established by GPS observations
 CN3223.and adjusted by the National Geodetic Survey in December 1992..
 CN3223
 CN3223.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3223.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3223
 CN3223.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3223
 CN3223.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3223
 CN3223.The ellipsoidal height was determined by GPS observations
 CN3223.and is referenced to NAD 83.
 CN3223
 CN3223.The geoid height was determined by GEOID03.
 CN3223
 CN3223;                    North         East     Units Scale Factor Converg.
 CN3223;SPC AL W     -   247,210.355   573,202.726   MT  0.99994219   -0 09 05.9
 CN3223;UTM  16      - 3,566,147.610   426,101.064   MT  0.99966734   -0 25 05.9
 CN3223
 CN3223!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3223!SPC AL W     -   0.99999238  x   0.99994219  =   0.99993457
 CN3223!UTM  16      -   0.99999238  x   0.99966734  =   0.99965972
 CN3223
 CN3223                          SUPERSEDED SURVEY CONTROL
 CN3223
 CN3223  ELLIP H (12/04/92)   48.60   (m)                       GP(       ) 4 1
 CN3223  NAD 83(1986)-  32 13 46.31563(N)    087 47 03.55207(W) AD(       ) 1
 CN3223  NGVD 29 (12/04/92)   76.8    (m)          252.     (f) GPS OBS        
 CN3223
 CN3223.Superseded values are not recommended for survey control.
 CN3223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3223.See file dsdata.txt to determine how the superseded data were derived.
 CN3223
 CN3223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2610166148(NAD 83)
 CN3223_MARKER: DD = SURVEY DISK
 CN3223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3223_SP_SET: CONCRETE POST
 CN3223_STAMPING: 46-3 1991
 CN3223_MARK LOGO: ALHD  
 CN3223_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3223+STABILITY: SURFACE MOTION
 CN3223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3223+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3223
 CN3223  HISTORY     - Date     Condition        Report By
 CN3223  HISTORY     - 1991     MONUMENTED       ALHD
 CN3223
 CN3223                          STATION DESCRIPTION
 CN3223
 CN3223'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3223'THE STATION IS LOCATED IN MARENGO COUNTY ON AN ALABAMA POWER COMPANY
 CN3223'RIGHT OF WAY, ABOUT 8.53 KM (5.30 MI) SOUTH - SOUTHEAST OF LINDEN AND
 CN3223'ABOUT 19.63 KM (12.20 MI) NORTH OF DIXONS MILL.
 CN3223'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND ALA 69 SOUTH
 CN3223'(MILE POST 122.90 ON U. S. 43) IN LINDEN, DRIVE SOUTH ON U. S. 43
 CN3223'6.76 KM (4.20 MI) TO MILE POST 118.70 AND MARENGO COUNTY ROAD NO. 33
 CN3223'ON THE LEFT, TURN LEFT ON MARENGO COUNTY ROAD NO. 33 AND DRIVE EAST
 CN3223'0.80 KM (0.50 MI) TO AN ALABAMA POWER COMPANY HIGH VOLTAGE POWER LINE
 CN3223'RIGHT OF WAY, TURN LEFT ON THE POWER LINE RIGHT OF WAY AND DRIVE
 CN3223'NORTH 0.64 KM (0.40 MI) TO THE STATION.
 CN3223'THE STATION IS LOCATED ON AN ALABAMA POWER COMPANY HIGH VOLTAGE POWER
 CN3223'LINE RIGHT OF WAY, 16.40 M (53.81 FT) NORTH - NORTHEAST OF THE EAST
 CN3223'POLE OF BENT NO. 142, 17.07 M (56.00 FT) SOUTH - SOUTHWEST OF POWER
 CN3223'POLE NO. 308 OF A SINGLE POLE LINE, 18.78 M (61.61 FT) NORTHEAST OF
 CN3223'THE WEST POLE OF BENT NO. 142, 0.55 M (1.80 FT) SOUTHEAST OF A
 CN3223'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3223'STATION 46-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7033 ***********************************************************************
 AA7033  DESIGNATION -  46 30
 AA7033  PID         -  AA7033
 AA7033  STATE/COUNTY-  AL/MARENGO
 AA7033  USGS QUAD   -  MAGNOLIA (1976)
 AA7033
 AA7033                         *CURRENT SURVEY CONTROL
 AA7033  ___________________________________________________________________
 AA7033* NAD 83(1992)-  32 09 23.39081(N)    087 39 09.03531(W)     ADJUSTED  
 AA7033* NAVD 88     -        68.5    (meters)     225.     (feet)  GPS OBS   
 AA7033  ___________________________________________________________________
 AA7033  X           -     221,383.574 (meters)                     COMP
 AA7033  Y           -  -5,400,340.379 (meters)                     COMP
 AA7033  Z           -   3,375,157.114 (meters)                     COMP
 AA7033  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA7033  ELLIP HEIGHT-          40.34  (meters)          (08/29/05) GPS OBS
 AA7033  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA7033
 AA7033  HORZ ORDER  -  A
 AA7033  ELLP ORDER  -  FOURTH    CLASS I
 AA7033
 AA7033.The horizontal coordinates were established by GPS observations
 AA7033.and adjusted by the National Geodetic Survey in August 2005..
 AA7033
 AA7033.The orthometric height was determined by GPS observations and a
 AA7033.high-resolution geoid model.
 AA7033
 AA7033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7033
 AA7033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7033
 AA7033.The ellipsoidal height was determined by GPS observations
 AA7033.and is referenced to NAD 83.
 AA7033
 AA7033.The geoid height was determined by GEOID03.
 AA7033
 AA7033;                    North         East     Units Scale Factor Converg.
 AA7033;SPC AL W     -   239,087.004   585,614.352   MT  0.99993588   -0 04 52.2
 AA7033;UTM  16      - 3,557,968.946   438,471.296   MT  0.99964669   -0 20 50.3
 AA7033
 AA7033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7033!SPC AL W     -   0.99999367  x   0.99993588  =   0.99992955
 AA7033!UTM  16      -   0.99999367  x   0.99964669  =   0.99964036
 AA7033
 AA7033                          SUPERSEDED SURVEY CONTROL
 AA7033
 AA7033  ELLIP H (07/29/02)   40.24   (m)                       GP(       ) 4 1
 AA7033  NAD 83(1992)-  32 09 23.39292(N)    087 39 09.03283(W) AD(       ) 1
 AA7033  ELLIP H (07/21/95)   40.30   (m)                       GP(       ) 3 2
 AA7033  NGVD 29 (07/21/95)   68.5    (m)          225.     (f) GPS OBS        
 AA7033
 AA7033.Superseded values are not recommended for survey control.
 AA7033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7033.See file dsdata.txt to determine how the superseded data were derived.
 AA7033
 AA7033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3847157969(NAD 83)
 AA7033_MARKER: DD = SURVEY DISK
 AA7033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7033_STAMPING: 46-30 1994
 AA7033_MARK LOGO: ALHD  
 AA7033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7033+STABILITY: SURFACE MOTION
 AA7033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7033+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 AA7033
 AA7033  HISTORY     - Date     Condition        Report By
 AA7033  HISTORY     - 1994     MONUMENTED       ALHD
 AA7033  HISTORY     - 20040412 GOOD             ALHD
 AA7033  HISTORY     - 20040622 GOOD             ALDOT
 AA7033
 AA7033                          STATION DESCRIPTION
 AA7033
 AA7033'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7033'THE STATION IS LOCATED IN MARENGO COUNTY ON THE WEST RIGHT OF WAY OF
 AA7033'ALA 25, ABOUT 7.65 MI (12.31 KM) SOUTH-SOUTHWEST OF THOMASTON AND
 AA7033'ABOUT 13.25 MI (21.32 KM) SOUTHEAST OF LINDEN. TO REACH THE STATION
 AA7033'FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST 21.20 ON ALA 25 AND
 AA7033'MILE POST 54.95 ON ALA 28) AT A TRAFFIC LIGHT IN THOMASTON, DRIVE
 AA7033'SOUTH ON ALA 25 FOR 8.05 MI (12.95 KM) TO MILE POST 13.15 AND THE
 AA7033'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST OF A FOUR
 AA7033'STRAND BARBED WIRE FENCE ON TREES AND OLD WOOD POSTS, 46.5 FT (14.2 M)
 AA7033'WEST OF THE CENTERLINE OF ALA 25, 84.3 FT (25.7 M) SOUTH OF A FENCE
 AA7033'JUNCTION, 196.5 FT (59.9 M) SOUTH OF THE NORTHEAST CORNER OF THE
 AA7033'FENCE, 243.0 FT (74.1 M) SOUTH OF A FIRE HYDRANT, 3.3 FT (1.0 M) EAST
 AA7033'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA7033'46-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7033
 AA7033                          STATION RECOVERY (2004)
 AA7033
 AA7033'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA7033'RECOVERED IN GOOD CONDITION.
 AA7033
 AA7033                          STATION RECOVERY (2004)
 AA7033
 AA7033'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JKM)
 AA7033'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7034 ***********************************************************************
 AA7034  DESIGNATION -  46 31
 AA7034  PID         -  AA7034
 AA7034  STATE/COUNTY-  AL/MARENGO
 AA7034  USGS QUAD   -  SURGINER (1978)
 AA7034
 AA7034                         *CURRENT SURVEY CONTROL
 AA7034  ___________________________________________________________________
 AA7034* NAD 83(1992)-  32 03 22.85275(N)    087 39 25.17256(W)     ADJUSTED  
 AA7034* NAVD 88     -        40.4    (meters)     133.     (feet)  VERTCON   
 AA7034  ___________________________________________________________________
 AA7034  X           -     221,201.405 (meters)                     COMP
 AA7034  Y           -  -5,406,231.443 (meters)                     COMP
 AA7034  Z           -   3,365,735.130 (meters)                     COMP
 AA7034  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 AA7034  ELLIP HEIGHT-          12.22  (meters)          (07/29/02) GPS OBS
 AA7034  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AA7034
 AA7034  HORZ ORDER  -  FIRST
 AA7034  ELLP ORDER  -  FOURTH    CLASS I
 AA7034
 AA7034.The horizontal coordinates were established by GPS observations
 AA7034.and adjusted by the National Geodetic Survey in July 1995..
 AA7034
 AA7034.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7034
 AA7034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7034
 AA7034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7034
 AA7034.The ellipsoidal height was determined by GPS observations
 AA7034.and is referenced to NAD 83.
 AA7034
 AA7034.The geoid height was determined by GEOID03.
 AA7034
 AA7034;                    North         East     Units Scale Factor Converg.
 AA7034;SPC AL W     -   227,982.893   585,175.357   MT  0.99993604   -0 04 60.0
 AA7034;UTM  16      - 3,546,870.198   437,980.942   MT  0.99964743   -0 20 55.4
 AA7034
 AA7034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7034!SPC AL W     -   0.99999808  x   0.99993604  =   0.99993412
 AA7034!UTM  16      -   0.99999808  x   0.99964743  =   0.99964551
 AA7034
 AA7034                          SUPERSEDED SURVEY CONTROL
 AA7034
 AA7034  ELLIP H (07/21/95)   12.29   (m)                       GP(       ) 3 2
 AA7034  NGVD 29 (07/21/95)   40.3    (m)          132.     (f) GPS OBS        
 AA7034
 AA7034.Superseded values are not recommended for survey control.
 AA7034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7034.See file dsdata.txt to determine how the superseded data were derived.
 AA7034
 AA7034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3798146870(NAD 83)
 AA7034_MARKER: DD = SURVEY DISK
 AA7034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7034_STAMPING: 46-31 1994
 AA7034_MARK LOGO: ALHD  
 AA7034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7034+STABILITY: SURFACE MOTION
 AA7034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7034+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7034
 AA7034  HISTORY     - Date     Condition        Report By
 AA7034  HISTORY     - 1994     MONUMENTED       ALHD
 AA7034
 AA7034                          STATION DESCRIPTION
 AA7034
 AA7034'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7034'THE STATION IS LOCATED IN MARENGO COUNTY ON THE EAST RIGHT OF WAY OF
 AA7034'ALA 25, ABOUT 12.80 MI (20.60 KM) EAST-SOUTHEAST OF SWEET WATER AND
 AA7034'ABOUT 14.50 MI (23.33 KM) SOUTH-SOUTHWEST OF THOMASTON. TO REACH THE
 AA7034'STATION FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST 21.20 ON ALA
 AA7034'25 AND MILE POST 54.95 ON ALA 28) AT A TRAFFIC LIGHT IN THOMASTON,
 AA7034'DRIVE SOUTH ON ALA 25 FOR 15.05 MI (24.22 KM) TO MILE POST 6.15 AND
 AA7034'THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR
 AA7034'STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS, 44.0 FT (13.4 M) EAST
 AA7034'OF THE CENTERLINE OF ALA 25, 71.8 FT (21.9 M) NORTH OF TELEPHONE CABLE
 AA7034'PEDESTAL NO. A 70 R 5 B, 77.1 FT (23.5 M) NORTH OF A POWER POLE, 89.0
 AA7034'FT (27.1 M) NORTH-NORTHEAST OF THE NORTH END OF THE EAST METAL GUARD
 AA7034'RAIL, 152.7 FT (46.5 M) NORTH-NORTHEAST OF THE NORTH END OF THE EAST
 AA7034'CONCRETE GUARD RAIL OF A QUAD TWENTY BY TWENTY FOOT CONCRETE BRIDGE
 AA7034'CULVERT, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA7034'FLUSH WITH THE GROUND. STATION 46-32 1994 MAY BE USED AS AN AZIMUTH
 AA7034'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7035 ***********************************************************************
 AA7035  DESIGNATION -  46 32
 AA7035  PID         -  AA7035
 AA7035  STATE/COUNTY-  AL/MARENGO
 AA7035  USGS QUAD   -  SURGINER (1978)
 AA7035
 AA7035                         *CURRENT SURVEY CONTROL
 AA7035  ___________________________________________________________________
 AA7035* NAD 83(1992)-  32 03 51.81623(N)    087 39 23.44950(W)     ADJUSTED  
 AA7035* NAVD 88     -        42.1    (meters)     138.     (feet)  VERTCON   
 AA7035  ___________________________________________________________________
 AA7035  X           -     221,227.264 (meters)                     COMP
 AA7035  Y           -  -5,405,757.939 (meters)                     COMP
 AA7035  Z           -   3,366,492.154 (meters)                     COMP
 AA7035  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AA7035  ELLIP HEIGHT-          14.00  (meters)          (07/29/02) GPS OBS
 AA7035  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AA7035
 AA7035  HORZ ORDER  -  FIRST
 AA7035  ELLP ORDER  -  FOURTH    CLASS I
 AA7035
 AA7035.The horizontal coordinates were established by GPS observations
 AA7035.and adjusted by the National Geodetic Survey in July 1995..
 AA7035
 AA7035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7035
 AA7035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7035
 AA7035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7035
 AA7035.The ellipsoidal height was determined by GPS observations
 AA7035.and is referenced to NAD 83.
 AA7035
 AA7035.The geoid height was determined by GEOID03.
 AA7035
 AA7035;                    North         East     Units Scale Factor Converg.
 AA7035;SPC AL W     -   228,874.908   585,221.847   MT  0.99993603   -0 04 59.1
 AA7035;UTM  16      - 3,547,761.731   438,031.549   MT  0.99964736   -0 20 54.7
 AA7035
 AA7035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7035!SPC AL W     -   0.99999780  x   0.99993603  =   0.99993383
 AA7035!UTM  16      -   0.99999780  x   0.99964736  =   0.99964516
 AA7035
 AA7035                          SUPERSEDED SURVEY CONTROL
 AA7035
 AA7035  ELLIP H (07/21/95)   14.07   (m)                       GP(       ) 3 2
 AA7035  NGVD 29 (07/21/95)   42.1    (m)          138.     (f) GPS OBS        
 AA7035
 AA7035.Superseded values are not recommended for survey control.
 AA7035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7035.See file dsdata.txt to determine how the superseded data were derived.
 AA7035
 AA7035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA3803247762(NAD 83)
 AA7035_MARKER: DD = SURVEY DISK
 AA7035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7035_STAMPING: 46-32 1994
 AA7035_MARK LOGO: ALHD  
 AA7035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7035+STABILITY: SURFACE MOTION
 AA7035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7035+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7035
 AA7035  HISTORY     - Date     Condition        Report By
 AA7035  HISTORY     - 1994     MONUMENTED       ALHD
 AA7035
 AA7035                          STATION DESCRIPTION
 AA7035
 AA7035'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7035'THE STATION IS LOCATED IN MARENGO COUNTY ON THE WEST RIGHT OF WAY OF
 AA7035'ALA 25, ABOUT 12.70 MI (20.44 KM) EAST-SOUTHEAST OF SWEET WATER AND
 AA7035'ABOUT 14.00 MI (22.53 KM) SOUTH-SOUTHWEST OF THOMASTON. TO REACH THE
 AA7035'STATION FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST 21.20 ON ALA
 AA7035'25 AND MILE POST 54.95 ON ALA 28) AT A TRAFFIC LIGHT IN THOMASTON,
 AA7035'DRIVE SOUTH ON ALA 25 FOR 14.50 MI (23.33 KM) TO MILE POST 6.70 AND
 AA7035'THE STATION ON THE RIGHT. THE STATION IS 2.8 FT (0.9 M) EAST OF A FOUR
 AA7035'STRAND BARBED WIRE FENCE ON WOOD POSTS, 44.5 FT (13.6 M) WEST OF THE
 AA7035'CENTERLINE OF ALA 25, 68.1 FT (20.8 M) NORTH OF A TELEPHONE CABLE
 AA7035'PEDESTAL, 86.1 FT (26.2 M) NORTH-NORTHWEST OF THE NORTHWEST END OF THE
 AA7035'NORTHWEST WING WALL OF A DOUBLE TEN BY TEN FOOT CONCRETE CULVERT, 92.2
 AA7035'FT (28.1 M) NORTH-NORTHWEST OF A YELLOW REFLECTIVE SIGN, 251.5 FT
 AA7035'(76.7 M) SOUTH OF THE NORTHEAST CORNER OF THE FENCE, 256.5 FT (78.2 M)
 AA7035'SOUTH OF A STOP SIGN, 275.0 FT (83.8 M) SOUTH OF THE CENTER OF A
 AA7035'GRAVEL ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA7035'FLUSH WITH THE GROUND. STATION 46-31 1994 MAY BE USED AS AN AZIMUTH
 AA7035'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7036 ***********************************************************************
 AA7036  DESIGNATION -  46 33
 AA7036  PID         -  AA7036
 AA7036  STATE/COUNTY-  AL/MARENGO
 AA7036  USGS QUAD   -  MILLER (1978)
 AA7036
 AA7036                         *CURRENT SURVEY CONTROL
 AA7036  ___________________________________________________________________
 AA7036* NAD 83(1992)-  32 08 22.99208(N)    087 46 56.25031(W)     ADJUSTED  
 AA7036* NAVD 88     -        54.0    (meters)     177.     (feet)  VERTCON   
 AA7036  ___________________________________________________________________
 AA7036  X           -     209,188.420 (meters)                     COMP
 AA7036  Y           -  -5,401,804.990 (meters)                     COMP
 AA7036  Z           -   3,373,574.234 (meters)                     COMP
 AA7036  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AA7036  ELLIP HEIGHT-          25.90  (meters)          (07/29/02) GPS OBS
 AA7036  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AA7036
 AA7036  HORZ ORDER  -  FIRST
 AA7036  ELLP ORDER  -  FOURTH    CLASS I
 AA7036
 AA7036.The horizontal coordinates were established by GPS observations
 AA7036.and adjusted by the National Geodetic Survey in July 1995..
 AA7036
 AA7036.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7036
 AA7036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7036
 AA7036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7036
 AA7036.The ellipsoidal height was determined by GPS observations
 AA7036.and is referenced to NAD 83.
 AA7036
 AA7036.The geoid height was determined by GEOID03.
 AA7036
 AA7036;                    North         East     Units Scale Factor Converg.
 AA7036;SPC AL W     -   237,251.402   573,367.624   MT  0.99994208   -0 09 00.6
 AA7036;UTM  16      - 3,556,190.737   426,219.632   MT  0.99966713   -0 24 58.3
 AA7036
 AA7036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7036!SPC AL W     -   0.99999593  x   0.99994208  =   0.99993801
 AA7036!UTM  16      -   0.99999593  x   0.99966713  =   0.99966306
 AA7036
 AA7036:                Primary Azimuth Mark                     Grid Az
 AA7036:SPC AL W     -  46 34                                    000 32 08.4
 AA7036:UTM  16      -  46 34                                    000 48 06.1
 AA7036
 AA7036|---------------------------------------------------------------------|
 AA7036| PID    Reference Object                     Distance      Geod. Az  |
 AA7036|                                                           dddmmss.s |
 AA7036| AA7037 46 34                               424.226 METERS 0002307.8 |
 AA7036|---------------------------------------------------------------------|
 AA7036
 AA7036                          SUPERSEDED SURVEY CONTROL
 AA7036
 AA7036  ELLIP H (07/21/95)   25.97   (m)                       GP(       ) 3 2
 AA7036  NGVD 29 (07/21/95)   54.0    (m)          177.     (f) GPS OBS        
 AA7036
 AA7036.Superseded values are not recommended for survey control.
 AA7036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7036.See file dsdata.txt to determine how the superseded data were derived.
 AA7036
 AA7036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2622056191(NAD 83)
 AA7036_MARKER: DD = SURVEY DISK
 AA7036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7036_STAMPING: 46-33 1994
 AA7036_MARK LOGO: ALHD  
 AA7036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7036+STABILITY: SURFACE MOTION
 AA7036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7036+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7036
 AA7036  HISTORY     - Date     Condition        Report By
 AA7036  HISTORY     - 1994     MONUMENTED       ALHD
 AA7036
 AA7036                          STATION DESCRIPTION
 AA7036
 AA7036'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7036'THE STATION IS LOCATED IN MARENGO COUNTY ON THE EAST RIGHT OF WAY OF
 AA7036'U.S. 43, ABOUT 6.10 MI (9.82 KM) NORTHEAST OF SWEET WATER AND ABOUT
 AA7036'11.45 SOUTH OF LINDEN. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA7036'43 AND ALA 10 (MILE POST 106.35 ON U.S. 43 AND MILE POST 46.25 ON ALA
 AA7036'10) AT DIXONS MILL, DRIVE NORTH ON U.S. 43 FOR 6.15 MI (9.90 KM) TO
 AA7036'MILE POST 112.50 AND THE STATION ON THE RIGHT. THE STATION IS 2.9 FT
 AA7036'(0.9 M) WEST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON
 AA7036'TREES AND OLD WOOD POSTS, 60.0 FT (18.3 M) EAST OF THE CENTERLINE OF
 AA7036'U.S. 43, 84.0 FT (25.6 M) EAST OF A FOLDING WATCH FOR ICE ON BRIDGE
 AA7036'SIGN ACROSS THE ROAD, 92.7 FT (28.3 M) SOUTH OF A POWER POLE, 3.0 FT
 AA7036'(0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7036'GROUND. STATION 46-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7037 ***********************************************************************
 AA7037  DESIGNATION -  46 34
 AA7037  PID         -  AA7037
 AA7037  STATE/COUNTY-  AL/MARENGO
 AA7037  USGS QUAD   -  MILLER (1978)
 AA7037
 AA7037                         *CURRENT SURVEY CONTROL
 AA7037  ___________________________________________________________________
 AA7037* NAD 83(1992)-  32 08 36.76417(N)    087 46 56.14140(W)     ADJUSTED  
 AA7037* NAVD 88     -        61.4    (meters)     201.     (feet)  VERTCON   
 AA7037  ___________________________________________________________________
 AA7037  X           -     209,182.779 (meters)                     COMP
 AA7037  Y           -  -5,401,585.569 (meters)                     COMP
 AA7037  Z           -   3,373,937.339 (meters)                     COMP
 AA7037  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AA7037  ELLIP HEIGHT-          33.24  (meters)          (07/29/02) GPS OBS
 AA7037  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AA7037
 AA7037  HORZ ORDER  -  FIRST
 AA7037  ELLP ORDER  -  FOURTH    CLASS I
 AA7037
 AA7037.The horizontal coordinates were established by GPS observations
 AA7037.and adjusted by the National Geodetic Survey in July 1995..
 AA7037
 AA7037.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7037
 AA7037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7037
 AA7037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7037
 AA7037.The ellipsoidal height was determined by GPS observations
 AA7037.and is referenced to NAD 83.
 AA7037
 AA7037.The geoid height was determined by GEOID03.
 AA7037
 AA7037;                    North         East     Units Scale Factor Converg.
 AA7037;SPC AL W     -   237,675.584   573,371.590   MT  0.99994207   -0 09 00.6
 AA7037;UTM  16      - 3,556,614.779   426,225.566   MT  0.99966712   -0 24 58.4
 AA7037
 AA7037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7037!SPC AL W     -   0.99999478  x   0.99994207  =   0.99993685
 AA7037!UTM  16      -   0.99999478  x   0.99966712  =   0.99966190
 AA7037
 AA7037:                Primary Azimuth Mark                     Grid Az
 AA7037:SPC AL W     -  46 33                                    180 32 08.4
 AA7037:UTM  16      -  46 33                                    180 48 06.2
 AA7037
 AA7037|---------------------------------------------------------------------|
 AA7037| PID    Reference Object                     Distance      Geod. Az  |
 AA7037|                                                           dddmmss.s |
 AA7037| AA7036 46 33                               424.226 METERS 1802307.8 |
 AA7037|---------------------------------------------------------------------|
 AA7037
 AA7037                          SUPERSEDED SURVEY CONTROL
 AA7037
 AA7037  ELLIP H (07/21/95)   33.31   (m)                       GP(       ) 3 2
 AA7037  NGVD 29 (07/21/95)   61.4    (m)          201.     (f) GPS OBS        
 AA7037
 AA7037.Superseded values are not recommended for survey control.
 AA7037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7037.See file dsdata.txt to determine how the superseded data were derived.
 AA7037
 AA7037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2622656615(NAD 83)
 AA7037_MARKER: DD = SURVEY DISK
 AA7037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7037_STAMPING: 46-34 1994
 AA7037_MARK LOGO: ALHD  
 AA7037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7037+STABILITY: SURFACE MOTION
 AA7037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7037+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7037
 AA7037  HISTORY     - Date     Condition        Report By
 AA7037  HISTORY     - 1994     MONUMENTED       ALHD
 AA7037
 AA7037                          STATION DESCRIPTION
 AA7037
 AA7037'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7037'THE STATION IS LOCATED IN MARENGO COUNTY ON THE EAST RIGHT OF WAY OF
 AA7037'U.S. 43, ABOUT 6.25 MI (10.06 KM) NORTHEAST OF SWEET WATER AND ABOUT
 AA7037'11.20 SOUTH OF LINDEN. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA7037'43 AND ALA 10 (MILE POST 106.35 ON U.S. 43 AND MILE POST 46.25 ON ALA
 AA7037'10) AT DIXONS MILL, DRIVE NORTH ON U.S. 43 FOR 6.40 MI (10.30 KM) TO
 AA7037'MILE POST 112.75 AND THE STATION ON THE RIGHT. THE STATION IS 3.5 FT
 AA7037'(1.1 M) WEST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON
 AA7037'TREES AND OLD WOOD POSTS, 47.1 FT (14.4 M) SOUTH OF A CROSS TIE POST
 AA7037'IN THE FENCE LINE, 56.2 FT (17.1 M) EAST OF THE CENTERLINE OF U.S. 43,
 AA7037'59.8 FT (18.2 M) SOUTH OF A POWER POLE, 3.6 FT (1.1 M) WEST OF A
 AA7037'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 46-33
 AA7037'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7038 ***********************************************************************
 AA7038  DESIGNATION -  46 35
 AA7038  PID         -  AA7038
 AA7038  STATE/COUNTY-  AL/MARENGO
 AA7038  USGS QUAD   -  NANAFALIA (1986)
 AA7038
 AA7038                         *CURRENT SURVEY CONTROL
 AA7038  ___________________________________________________________________
 AA7038* NAD 83(1992)-  32 05 21.72463(N)    087 53 35.35101(W)     ADJUSTED  
 AA7038* NAVD 88     -        46.4    (meters)     152.     (feet)  VERTCON   
 AA7038  ___________________________________________________________________
 AA7038  X           -     198,845.003 (meters)                     COMP
 AA7038  Y           -  -5,405,159.614 (meters)                     COMP
 AA7038  Z           -   3,368,841.137 (meters)                     COMP
 AA7038  LAPLACE CORR-          -1.89  (seconds)                    DEFLEC99
 AA7038  ELLIP HEIGHT-          18.48  (meters)          (07/29/02) GPS OBS
 AA7038  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AA7038
 AA7038  HORZ ORDER  -  FIRST
 AA7038  ELLP ORDER  -  FOURTH    CLASS I
 AA7038
 AA7038.The horizontal coordinates were established by GPS observations
 AA7038.and adjusted by the National Geodetic Survey in July 1995..
 AA7038
 AA7038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7038
 AA7038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7038
 AA7038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7038
 AA7038.The ellipsoidal height was determined by GPS observations
 AA7038.and is referenced to NAD 83.
 AA7038
 AA7038.The geoid height was determined by GEOID03.
 AA7038
 AA7038;                    North         East     Units Scale Factor Converg.
 AA7038;SPC AL W     -   231,701.032   562,888.158   MT  0.99995031   -0 12 31.9
 AA7038;UTM  16      - 3,550,690.526   415,717.352   MT  0.99968760   -0 28 28.2
 AA7038
 AA7038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7038!SPC AL W     -   0.99999710  x   0.99995031  =   0.99994741
 AA7038!UTM  16      -   0.99999710  x   0.99968760  =   0.99968470
 AA7038
 AA7038                          SUPERSEDED SURVEY CONTROL
 AA7038
 AA7038  ELLIP H (07/21/95)   18.55   (m)                       GP(       ) 3 2
 AA7038  NGVD 29 (07/21/95)   46.4    (m)          152.     (f) GPS OBS        
 AA7038
 AA7038.Superseded values are not recommended for survey control.
 AA7038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7038.See file dsdata.txt to determine how the superseded data were derived.
 AA7038
 AA7038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA1571750691(NAD 83)
 AA7038_MARKER: DD = SURVEY DISK
 AA7038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7038_STAMPING: 46-35 1994
 AA7038_MARK LOGO: ALHD  
 AA7038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7038+STABILITY: SURFACE MOTION
 AA7038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7038+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7038
 AA7038  HISTORY     - Date     Condition        Report By
 AA7038  HISTORY     - 1994     MONUMENTED       ALHD
 AA7038
 AA7038                          STATION DESCRIPTION
 AA7038
 AA7038'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7038'THE STATION IS LOCATED IN MARENGO COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7038'ALA 10, ABOUT 1.30 MI (2.09 KM) WEST-SOUTHWEST OF SWEET WATER AND
 AA7038'ABOUT 11.45 MI (18.43 KM) SOUTH-SOUTHEAST OF MYRTLEWOOD. TO REACH THE
 AA7038'STATION FROM THE JUNCTION OF U.S. 43 AND ALA 10 (MILE POST 46.25 ON
 AA7038'ALA 10 AND MILE POST 106.35 ON U.S. 43) AT DIXONS MILL, DRIVE WEST ON
 AA7038'ALA 10 FOR 7.25 MI (11.67 KM) TO MILE POST 39.00 AND THE STATION ON
 AA7038'THE RIGHT. THE STATION IS 38.6 FT (11.8 M) NORTH-NORTHWEST OF THE
 AA7038'CENTERLINE OF ALA 10, 53.5 FT (16.3 M) EAST-NORTHEAST OF A POWER LINE
 AA7038'GUY POLE, 63.0 FT (19.2 M) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL
 AA7038'ROAD, 81.7 FT (24.9 M) SOUTHWEST OF THE SOUTH END OF A FOUR FOOT HOG
 AA7038'WIRE FENCE, 81.7 FT (24.9 M) SOUTHWEST OF A PIPE AND ANGLE IRON
 AA7038'PROPERTY CORNER, 85.2 FT (26.0 M) EAST-NORTHEAST OF TELEPHONE CABLE
 AA7038'PEDESTAL NO. A 22, 94.0 FT (28.7 M) NORTHWEST OF A BURIED CABLE
 AA7038'WARNING SIGN ACROSS THE ROAD, 97.1 FT (29.6 M) NORTHWEST OF JUNCTION
 AA7038'POWER POLE NO. Y 9361 50 ACROSS THE ROAD, 100.2 FT (30.5 M) NORTH OF A
 AA7038'JUNCTION POWER POLE ACROSS THE ROAD, 149.0 FT (45.4 M) NORTHEAST OF
 AA7038'MILE POST 39 ACROSS THE ROAD, 2.2 FT (0.7 M) SOUTH OF A CARSONITE
 AA7038'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 46-36 1994 MAY BE
 AA7038'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7039 ***********************************************************************
 AA7039  DESIGNATION -  46 36
 AA7039  PID         -  AA7039
 AA7039  STATE/COUNTY-  AL/MARENGO
 AA7039  USGS QUAD   -  NANAFALIA (1986)
 AA7039
 AA7039                         *CURRENT SURVEY CONTROL
 AA7039  ___________________________________________________________________
 AA7039* NAD 83(1992)-  32 05 29.68868(N)    087 53 02.23546(W)     ADJUSTED  
 AA7039* NAVD 88     -        43.2    (meters)     142.     (feet)  VERTCON   
 AA7039  ___________________________________________________________________
 AA7039  X           -     199,707.879 (meters)                     COMP
 AA7039  Y           -  -5,404,994.675 (meters)                     COMP
 AA7039  Z           -   3,369,047.268 (meters)                     COMP
 AA7039  LAPLACE CORR-          -1.90  (seconds)                    DEFLEC99
 AA7039  ELLIP HEIGHT-          15.28  (meters)          (07/29/02) GPS OBS
 AA7039  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AA7039
 AA7039  HORZ ORDER  -  FIRST
 AA7039  ELLP ORDER  -  FOURTH    CLASS I
 AA7039
 AA7039.The horizontal coordinates were established by GPS observations
 AA7039.and adjusted by the National Geodetic Survey in July 1995..
 AA7039
 AA7039.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7039
 AA7039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7039
 AA7039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7039
 AA7039.The ellipsoidal height was determined by GPS observations
 AA7039.and is referenced to NAD 83.
 AA7039
 AA7039.The geoid height was determined by GEOID03.
 AA7039
 AA7039;                    North         East     Units Scale Factor Converg.
 AA7039;SPC AL W     -   231,943.201   563,757.358   MT  0.99994953   -0 12 14.4
 AA7039;UTM  16      - 3,550,928.600   416,587.437   MT  0.99968580   -0 28 10.7
 AA7039
 AA7039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7039!SPC AL W     -   0.99999760  x   0.99994953  =   0.99994713
 AA7039!UTM  16      -   0.99999760  x   0.99968580  =   0.99968340
 AA7039
 AA7039                          SUPERSEDED SURVEY CONTROL
 AA7039
 AA7039  ELLIP H (07/21/95)   15.34   (m)                       GP(       ) 3 2
 AA7039  NGVD 29 (07/21/95)   43.2    (m)          142.     (f) GPS OBS        
 AA7039
 AA7039.Superseded values are not recommended for survey control.
 AA7039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7039.See file dsdata.txt to determine how the superseded data were derived.
 AA7039
 AA7039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA1658750929(NAD 83)
 AA7039_MARKER: DD = SURVEY DISK
 AA7039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7039_STAMPING: 46-36 1994
 AA7039_MARK LOGO: ALHD  
 AA7039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7039+STABILITY: SURFACE MOTION
 AA7039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7039+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7039
 AA7039  HISTORY     - Date     Condition        Report By
 AA7039  HISTORY     - 1994     MONUMENTED       ALHD
 AA7039
 AA7039                          STATION DESCRIPTION
 AA7039
 AA7039'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7039'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7039'ALA 10, ABOUT 0.65 MI (1.05 KM) WEST-SOUTHWEST OF SWEET WATER AND
 AA7039'ABOUT 11.55 MI (18.59 KM) SOUTH-SOUTHEAST OF MYRTLEWOOD. TO REACH THE
 AA7039'STATION FROM THE JUNCTION OF U.S. 43 AND ALA 10 (MILE POST 46.25 ON
 AA7039'ALA 10 AND MILE POST 106.35 ON U.S. 43) AT DIXONS MILL, DRIVE WEST ON
 AA7039'ALA 10 FOR 6.65 MI (10.70 KM) TO MILE POST 39.60 AND THE STATION ON
 AA7039'THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A SIX
 AA7039'STRAND BARBED WIRE FENCE ON STEEL AND TREATED WOOD POSTS, 4.8 FT (1.5
 AA7039'M) NORTHEAST OF THE EAST ONE OF TWO CONNECTED POSTS IN THE FENCE LINE,
 AA7039'39.8 FT (12.1 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ALA 10, 187.5 FT
 AA7039'(57.2 M) WEST-SOUTHWEST OF A CARSONITE REFLECTOR SIGN, 195.0 FT (59.4
 AA7039'M) WEST-SOUTHWEST OF THE SOUTH END OF AN EIGHTEEN-INCH CONCRETE PIPE
 AA7039'UNDER ALA 10, 196.0 FT (59.7 M) EAST-NORTHEAST OF A LARGE POST IN THE
 AA7039'FENCE LINE, 197.6 FT (60.2 M) EAST-NORTHEAST OF A POWER POLE, 198.7 FT
 AA7039'(60.6 M) WEST-SOUTHWEST OF A BURIED CABLE WARNING SIGN, 232.8 FT (71.0
 AA7039'M) EAST-NORTHEAST OF A BURIED CABLE WARNING SIGN, 283.7 FT (86.5 M)
 AA7039'WEST-SOUTHWEST OF A POWER POLE, 3.3 FT (1.0 M) NORTH OF A CARSONITE
 AA7039'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 46-35 1994 MAY BE
 AA7039'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7040 ***********************************************************************
 AA7040  DESIGNATION -  46 37
 AA7040  PID         -  AA7040
 AA7040  STATE/COUNTY-  AL/MARENGO
 AA7040  USGS QUAD   -  NANAFALIA (1986)
 AA7040
 AA7040                         *CURRENT SURVEY CONTROL
 AA7040  ___________________________________________________________________
 AA7040* NAD 83(1992)-  32 07 01.92764(N)    087 59 58.56277(W)     ADJUSTED  
 AA7040* NAVD 88     -        69.8    (meters)     229.     (feet)  VERTCON   
 AA7040  ___________________________________________________________________
 AA7040  X           -     188,746.055 (meters)                     COMP
 AA7040  Y           -  -5,403,900.265 (meters)                     COMP
 AA7040  Z           -   3,371,468.164 (meters)                     COMP
 AA7040  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AA7040  ELLIP HEIGHT-          41.95  (meters)          (07/29/02) GPS OBS
 AA7040  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA7040
 AA7040  HORZ ORDER  -  FIRST
 AA7040  ELLP ORDER  -  FOURTH    CLASS I
 AA7040
 AA7040.The horizontal coordinates were established by GPS observations
 AA7040.and adjusted by the National Geodetic Survey in July 1995..
 AA7040
 AA7040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7040
 AA7040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7040
 AA7040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7040
 AA7040.The ellipsoidal height was determined by GPS observations
 AA7040.and is referenced to NAD 83.
 AA7040
 AA7040.The geoid height was determined by GEOID03.
 AA7040
 AA7040;                    North         East     Units Scale Factor Converg.
 AA7040;SPC AL W     -   234,828.959   552,854.186   MT  0.99996073   -0 15 56.2
 AA7040;UTM  16      - 3,553,864.144   405,700.570   MT  0.99970966   -0 31 53.3
 AA7040
 AA7040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7040!SPC AL W     -   0.99999341  x   0.99996073  =   0.99995414
 AA7040!UTM  16      -   0.99999341  x   0.99970966  =   0.99970308
 AA7040
 AA7040                          SUPERSEDED SURVEY CONTROL
 AA7040
 AA7040  ELLIP H (07/21/95)   42.01   (m)                       GP(       ) 3 2
 AA7040  NGVD 29 (07/21/95)   69.8    (m)          229.     (f) GPS OBS        
 AA7040
 AA7040.Superseded values are not recommended for survey control.
 AA7040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7040.See file dsdata.txt to determine how the superseded data were derived.
 AA7040
 AA7040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0570153864(NAD 83)
 AA7040_MARKER: DD = SURVEY DISK
 AA7040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7040_STAMPING: 46-37 1994
 AA7040_MARK LOGO: ALHD  
 AA7040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7040+STABILITY: SURFACE MOTION
 AA7040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7040+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7040
 AA7040  HISTORY     - Date     Condition        Report By
 AA7040  HISTORY     - 1994     MONUMENTED       ALHD
 AA7040
 AA7040                          STATION DESCRIPTION
 AA7040
 AA7040'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7040'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7040'ALA 10, ABOUT 7.60 MI (12.23 KM) WEST-NORTHWEST OF SWEET WATER AND
 AA7040'ABOUT 9.55 MI (15.37 KM) SOUTH-SOUTHWEST OF MYRTLEWOOD. TO REACH THE
 AA7040'STATION FROM THE JUNCTION OF U.S. 43 AND ALA 10 (MILE POST 46.25 ON
 AA7040'ALA 10 AND MILE POST 106.35 ON U.S. 43) AT DIXONS MILL, DRIVE WEST ON
 AA7040'ALA 10 FOR 14.40 MI (23.17 KM) TO MILE POST 31.85 AND THE STATION ON
 AA7040'THE LEFT. THE STATION IS 2.9 FT (0.9 M) NORTH-NORTHWEST OF A FOUR
 AA7040'STRAND BARBED WIRE FENCE ON SPLIT WOOD POSTS, 35.4 FT (10.8 M)
 AA7040'SOUTH-SOUTHEAST OF THE CENTERLINE OF ALA 10, 68.0 FT (20.7 M)
 AA7040'WEST-NORTHWEST OF A BARRIER LINE MARKER SIGN, 72.2 FT (22.0 M)
 AA7040'WEST-NORTHWEST OF THE NORTHEAST CORNER OF THE FENCE, 89.5 FT (27.3 M)
 AA7040'WEST-SOUTHWEST OF THE WEST END OF A FIFTEEN-INCH CORREGATED METAL PIPE
 AA7040'UNDER A GRAVEL DRIVEWAY, 103.0 FT (31.4 M) WEST-NORTHWEST OF THE
 AA7040'CENTER OF A GRAVEL DRIVEWAY, 116.3 FT (35.4 M) EAST-SOUTHEAST OF THE
 AA7040'EAST POST OF A WHITE PIPE GATE, 123.0 FT (37.5 M) EAST-SOUTHEAST OF
 AA7040'THE CENTER OF A GRAVEL FIELD ROAD, 155.0 FT (47.2 M) EAST-SOUTHEAST OF
 AA7040'A POWER POLE, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST,
 AA7040'AND SET FLUSH WITH THE GROUND. STATION 46-38 1994 MAY BE USED AS AN
 AA7040'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7041 ***********************************************************************
 AA7041  DESIGNATION -  46 38
 AA7041  PID         -  AA7041
 AA7041  STATE/COUNTY-  AL/MARENGO
 AA7041  USGS QUAD   -  NANAFALIA (1986)
 AA7041
 AA7041                         *CURRENT SURVEY CONTROL
 AA7041  ___________________________________________________________________
 AA7041* NAD 83(1992)-  32 06 49.61554(N)    087 59 29.98328(W)     ADJUSTED  
 AA7041* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 AA7041  ___________________________________________________________________
 AA7041  X           -     189,501.835 (meters)                     COMP
 AA7041  Y           -  -5,404,074.598 (meters)                     COMP
 AA7041  Z           -   3,371,146.351 (meters)                     COMP
 AA7041  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 AA7041  ELLIP HEIGHT-          40.82  (meters)          (07/29/02) GPS OBS
 AA7041  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA7041
 AA7041  HORZ ORDER  -  FIRST
 AA7041  ELLP ORDER  -  FOURTH    CLASS I
 AA7041
 AA7041.The horizontal coordinates were established by GPS observations
 AA7041.and adjusted by the National Geodetic Survey in July 1995..
 AA7041
 AA7041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7041
 AA7041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7041
 AA7041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7041
 AA7041.The ellipsoidal height was determined by GPS observations
 AA7041.and is referenced to NAD 83.
 AA7041
 AA7041.The geoid height was determined by GEOID03.
 AA7041
 AA7041;                    North         East     Units Scale Factor Converg.
 AA7041;SPC AL W     -   234,446.290   553,601.619   MT  0.99995987   -0 15 40.9
 AA7041;UTM  16      - 3,553,478.108   406,446.033   MT  0.99970793   -0 31 37.9
 AA7041
 AA7041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7041!SPC AL W     -   0.99999359  x   0.99995987  =   0.99995346
 AA7041!UTM  16      -   0.99999359  x   0.99970793  =   0.99970152
 AA7041
 AA7041                          SUPERSEDED SURVEY CONTROL
 AA7041
 AA7041  ELLIP H (07/21/95)   40.88   (m)                       GP(       ) 3 2
 AA7041  NGVD 29 (07/21/95)   68.6    (m)          225.     (f) GPS OBS        
 AA7041
 AA7041.Superseded values are not recommended for survey control.
 AA7041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7041.See file dsdata.txt to determine how the superseded data were derived.
 AA7041
 AA7041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0644653478(NAD 83)
 AA7041_MARKER: DD = SURVEY DISK
 AA7041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7041_STAMPING: 46-38 1994
 AA7041_MARK LOGO: ALHD  
 AA7041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7041+STABILITY: SURFACE MOTION
 AA7041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7041+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7041
 AA7041  HISTORY     - Date     Condition        Report By
 AA7041  HISTORY     - 1994     MONUMENTED       ALHD
 AA7041
 AA7041                          STATION DESCRIPTION
 AA7041
 AA7041'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7041'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7041'ALA 10, ABOUT 7.10 MI (11.43 KM) WEST-NORTHWEST OF SWEET WATER AND
 AA7041'ABOUT 9.60 MI (15.45 KM) SOUTH-SOUTHWEST OF MYRTLEWOOD. TO REACH THE
 AA7041'STATION FROM THE JUNCTION OF U.S. 43 AND ALA 10 (MILE POST 46.25 ON
 AA7041'ALA 10 AND MILE POST 106.35 ON U.S. 43) AT DIXONS MILL, DRIVE WEST ON
 AA7041'ALA 10 FOR 13.90 MI (22.37 KM) TO MILE POST 32.35 AND THE STATION ON
 AA7041'THE LEFT. THE STATION IS 3.1 FT (0.9 M) NORTH-NORTHEAST OF A FOUR
 AA7041'STRAND BARBED WIRE FENCE ON RED TOP, GREY STEEL POSTS, 31.5 FT (9.6 M)
 AA7041'WEST-SOUTHWEST OF A NANAFALIA SIGN, 41.7 FT (12.7 M) SOUTH-SOUTHWEST
 AA7041'OF THE CENTERLINE OF ALA 10, 42.5 FT (13.0 M) WEST OF THE WEST ONE OF
 AA7041'FOUR CONNECTED POSTS AT A FENCE JUNCTION, 50.9 FT (15.5 M) WEST OF A
 AA7041'FENCE JUNCTION, 50.9 FT (15.5 M) WEST OF A BURIED CABLE WARNING SIGN,
 AA7041'103.0 FT (31.4 M) SOUTH OF THE EAST POST OF A WHITE PIPE GATE ACROSS
 AA7041'THE ROAD, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND
 AA7041'SET FLUSH WITH THE GROUND. STATION 46-37 1994 MAY BE USED AS AN
 AA7041'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7042 ***********************************************************************
 AA7042  DESIGNATION -  46 39
 AA7042  PID         -  AA7042
 AA7042  STATE/COUNTY-  AL/MARENGO
 AA7042  USGS QUAD   -  MYRTLEWOOD SOUTH (1978)
 AA7042
 AA7042                         *CURRENT SURVEY CONTROL
 AA7042  ___________________________________________________________________
 AA7042* NAD 83(1992)-  32 10 31.55827(N)    087 58 01.94733(W)     ADJUSTED  
 AA7042* NAVD 88     -        27.9    (meters)      92.     (feet)  VERTCON   
 AA7042  ___________________________________________________________________
 AA7042  X           -     191,678.078 (meters)                     COMP
 AA7042  Y           -  -5,400,323.425 (meters)                     COMP
 AA7042  Z           -   3,376,912.988 (meters)                     COMP
 AA7042  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 AA7042  ELLIP HEIGHT-          -0.20  (meters)          (07/29/02) GPS OBS
 AA7042  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA7042
 AA7042  HORZ ORDER  -  FIRST
 AA7042  ELLP ORDER  -  FOURTH    CLASS I
 AA7042
 AA7042.The horizontal coordinates were established by GPS observations
 AA7042.and adjusted by the National Geodetic Survey in July 1995..
 AA7042
 AA7042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7042
 AA7042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7042
 AA7042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7042
 AA7042.The ellipsoidal height was determined by GPS observations
 AA7042.and is referenced to NAD 83.
 AA7042
 AA7042.The geoid height was determined by GEOID03.
 AA7042
 AA7042;                    North         East     Units Scale Factor Converg.
 AA7042;SPC AL W     -   241,272.079   555,939.078   MT  0.99995727   -0 14 55.7
 AA7042;UTM  16      - 3,560,291.243   408,814.562   MT  0.99970254   -0 30 54.3
 AA7042
 AA7042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7042!SPC AL W     -   1.00000003  x   0.99995727  =   0.99995730
 AA7042!UTM  16      -   1.00000003  x   0.99970254  =   0.99970257
 AA7042
 AA7042:                Primary Azimuth Mark                     Grid Az
 AA7042:SPC AL W     -  46 40                                    090 42 50.8
 AA7042:UTM  16      -  46 40                                    090 58 49.4
 AA7042
 AA7042|---------------------------------------------------------------------|
 AA7042| PID    Reference Object                     Distance      Geod. Az  |
 AA7042|                                                           dddmmss.s |
 AA7042| AA7043 46 40                               477.513 METERS 0902755.1 |
 AA7042|---------------------------------------------------------------------|
 AA7042
 AA7042                          SUPERSEDED SURVEY CONTROL
 AA7042
 AA7042  ELLIP H (07/21/95)   -0.14   (m)                       GP(       ) 3 2
 AA7042  NGVD 29 (07/21/95)   27.8    (m)           91.     (f) GPS OBS        
 AA7042
 AA7042.Superseded values are not recommended for survey control.
 AA7042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7042.See file dsdata.txt to determine how the superseded data were derived.
 AA7042
 AA7042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0881560291(NAD 83)
 AA7042_MARKER: DD = SURVEY DISK
 AA7042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7042_STAMPING: 46-39 1994
 AA7042_MARK LOGO: ALHD  
 AA7042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7042+STABILITY: SURFACE MOTION
 AA7042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7042+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7042
 AA7042  HISTORY     - Date     Condition        Report By
 AA7042  HISTORY     - 1994     MONUMENTED       ALHD
 AA7042
 AA7042                          STATION DESCRIPTION
 AA7042
 AA7042'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7042'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7042'MARENGO COUNTY ROAD NO. 90, ABOUT 5.30 MI (8.53 KM) SOUTH-SOUTHWEST OF
 AA7042'MYRTLEWOOD AND ABOUT 7.80 MI (12.55 KM) NORTHWEST OF SWEET WATER. TO
 AA7042'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 69 SOUTH (MILE
 AA7042'POST 74.20 ON ALA 69 AND MILE POST 122.95 ON U.S. 43) IN LINDEN, DRIVE
 AA7042'SOUTHWEST ON ALA 69 FOR 13.95 MI (22.45 KM) TO MILE POST 60.25 AND
 AA7042'MARENGO COUNTY ROAD NO. 90 ON THE RIGHT, TURN RIGHT ON MARENGO COUNTY
 AA7042'ROAD NO. 90 AND DRIVE WEST FOR 0.55 MI (0.89 KM) TO THE STATION ON THE
 AA7042'LEFT. THE STATION IS 4.3 FT (1.3 M) NORTH OF A FOUR STRAND BARBED WIRE
 AA7042'FENCE ON TREATED WOOD POSTS, 25.8 FT (7.9 M) SOUTH OF THE CENTERLINE
 AA7042'OF MARENGO COUNTY ROAD NO. 90, 100.0 FT (30.5 M) WEST OF A POWER POLE,
 AA7042'4.5 FT (1.4 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7042'THE GROUND. STATION 46-40 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7042'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3197 ***********************************************************************
 CN3197  DESIGNATION -  46 4
 CN3197  PID         -  CN3197
 CN3197  STATE/COUNTY-  AL/MARENGO
 CN3197  USGS QUAD   -  MAGNOLIA (1976)
 CN3197
 CN3197                         *CURRENT SURVEY CONTROL
 CN3197  ___________________________________________________________________
 CN3197* NAD 83(1992)-  32 13 55.03728(N)    087 37 30.72002(W)     ADJUSTED  
 CN3197* NAVD 88     -        57.0    (meters)     187.     (feet)  VERTCON   
 CN3197  ___________________________________________________________________
 CN3197  X           -     223,772.461 (meters)                     COMP
 CN3197  Y           -  -5,395,770.054 (meters)                     COMP
 CN3197  Z           -   3,382,231.884 (meters)                     COMP
 CN3197  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CN3197  ELLIP HEIGHT-          28.66  (meters)          (07/29/02) GPS OBS
 CN3197  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CN3197
 CN3197  HORZ ORDER  -  FIRST
 CN3197  ELLP ORDER  -  FOURTH    CLASS I
 CN3197
 CN3197.The horizontal coordinates were established by GPS observations
 CN3197.and adjusted by the National Geodetic Survey in December 1992..
 CN3197
 CN3197.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3197.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3197
 CN3197.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3197
 CN3197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3197
 CN3197.The ellipsoidal height was determined by GPS observations
 CN3197.and is referenced to NAD 83.
 CN3197
 CN3197.The geoid height was determined by GEOID03.
 CN3197
 CN3197;                    North         East     Units Scale Factor Converg.
 CN3197;SPC AL W     -   247,450.614   588,200.121   MT  0.99993505   -0 04 00.4
 CN3197;UTM  16      - 3,566,318.015   441,095.161   MT  0.99964279   -0 20 00.5
 CN3197
 CN3197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3197!SPC AL W     -   0.99999550  x   0.99993505  =   0.99993055
 CN3197!UTM  16      -   0.99999550  x   0.99964279  =   0.99963829
 CN3197
 CN3197|---------------------------------------------------------------------|
 CN3197| PID    Reference Object                     Distance      Geod. Az  |
 CN3197|                                                           dddmmss.s |
 CN3197| CN3224 46 5                                399.067 METERS 00459     |
 CN3197|---------------------------------------------------------------------|
 CN3197
 CN3197                          SUPERSEDED SURVEY CONTROL
 CN3197
 CN3197  ELLIP H (12/04/92)   28.72   (m)                       GP(       ) 4 1
 CN3197  NAD 83(1986)-  32 13 55.04643(N)    087 37 30.72150(W) AD(       ) 1
 CN3197  NGVD 29 (12/04/92)   57.0    (m)          187.     (f) GPS OBS        
 CN3197
 CN3197.Superseded values are not recommended for survey control.
 CN3197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3197.See file dsdata.txt to determine how the superseded data were derived.
 CN3197
 CN3197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4109566318(NAD 83)
 CN3197_MARKER: DD = SURVEY DISK
 CN3197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3197_SP_SET: CONCRETE POST
 CN3197_STAMPING: 46-4 1991
 CN3197_MARK LOGO: ALHD  
 CN3197_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3197+STABILITY: SURFACE MOTION
 CN3197_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3197+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1992
 CN3197
 CN3197  HISTORY     - Date     Condition        Report By
 CN3197  HISTORY     - 1991     MONUMENTED       ALHD
 CN3197  HISTORY     - 19910820 GOOD             ALHD
 CN3197  HISTORY     - 19920318 GOOD
 CN3197
 CN3197                          STATION DESCRIPTION
 CN3197
 CN3197'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3197'THE STATION IS LOCATED IN MARENGO COUNTY ON THE WEST RIGHT OF WAY OF
 CN3197'ALA 25, ABOUT 4.02 KM (2.50 MI) SOUTH OF THOMASTON AND ABOUT 18.35 KM
 CN3197'(11.40 MI) NORTHEAST OF DIXONS MILL.
 CN3197'TO REACH THE STATION FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST
 CN3197'21.20 ON ALA 25) IN THOMASTON, DRIVE SOUTH ON ALA 25 FOR 3.86 KM
 CN3197'(2.40 MI) TO MILE POST 18.80 AND THE STATION ON THE RIGHT.
 CN3197'THE STATION IS 1.01 M (3.31 FT) EAST OF A FOUR-STRAND BARBED WIRE
 CN3197'FENCE ON TREATED WOOD POSTS, 16.95 M (55.61 FT) WEST OF THE
 CN3197'CENTERLINE OF ALA 25, 38.40 M (125.98 FT) NORTHWEST OF THE NORTHWEST
 CN3197'CORNER OF A TIN COVERED HAY BARN ACROSS ALA 25, AND 3.0 FT (0.9 M)
 CN3197'EAST OF A CARSONITE WITNESS POST.
 CN3197'STATION 46-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3197'THE STATION IS LOCATED IN MARENGO COUNTY ON THE WEST RIGHT OF WAY OF
 CN3197'ALA 25, ABOUT 4.02 KM (2.50 MI) SOUTH OF THOMASTON AND ABOUT 18.35 KM
 CN3197'(11.40 MI) NORTHEAST OF DIXONS MILL.
 CN3197'TO REACH THE STATION FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST
 CN3197'21.20 ON ALA 25) IN THOMASTON, DRIVE SOUTH ON ALA 25 3.86 KM
 CN3197'(2.40 MI) TO MILE POST 18.80 AND THE STATION ON THE RIGHT.
 CN3197'THE STATION IS 1.01 M (3.31 FT) EAST OF A FOUR STRAND BARBED WIRE
 CN3197'FENCE ON TREATED WOOD POSTS, 16.95 M (55.61 FT) WEST OF THE
 CN3197'CENTERLINE OF ALA 25, 38.40 M (125.98 FT) NORTHWEST OF THE NORTHWEST
 CN3197'CORNER OF A TIN COVERED HAY BARN ACROSS ALA 25, AND 3.0 FT (0.9 M)
 CN3197'EAST OF A CARSONITE WITNESS POST.
 CN3197'STATION 46-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3197
 CN3197                          STATION RECOVERY (1992)
 CN3197
 CN3197'RECOVERED 1992
 CN3197'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7043 ***********************************************************************
 AA7043  DESIGNATION -  46 40
 AA7043  PID         -  AA7043
 AA7043  STATE/COUNTY-  AL/MARENGO
 AA7043  USGS QUAD   -  MYRTLEWOOD SOUTH (1978)
 AA7043
 AA7043                         *CURRENT SURVEY CONTROL
 AA7043  ___________________________________________________________________
 AA7043* NAD 83(1992)-  32 10 31.43201(N)    087 57 43.72084(W)     ADJUSTED  
 AA7043* NAVD 88     -        43.6    (meters)     143.     (feet)  VERTCON   
 AA7043  ___________________________________________________________________
 AA7043  X           -     192,155.821 (meters)                     COMP
 AA7043  Y           -  -5,400,321.850 (meters)                     COMP
 AA7043  Z           -   3,376,918.078 (meters)                     COMP
 AA7043  LAPLACE CORR-          -0.90  (seconds)                    DEFLEC99
 AA7043  ELLIP HEIGHT-          15.54  (meters)          (07/29/02) GPS OBS
 AA7043  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA7043
 AA7043  HORZ ORDER  -  FIRST
 AA7043  ELLP ORDER  -  FOURTH    CLASS I
 AA7043
 AA7043.The horizontal coordinates were established by GPS observations
 AA7043.and adjusted by the National Geodetic Survey in July 1995..
 AA7043
 AA7043.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7043
 AA7043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7043
 AA7043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7043
 AA7043.The ellipsoidal height was determined by GPS observations
 AA7043.and is referenced to NAD 83.
 AA7043
 AA7043.The geoid height was determined by GEOID03.
 AA7043
 AA7043;                    North         East     Units Scale Factor Converg.
 AA7043;SPC AL W     -   241,266.128   556,416.534   MT  0.99995675   -0 14 46.0
 AA7043;UTM  16      - 3,560,283.075   409,291.863   MT  0.99970147   -0 30 44.6
 AA7043
 AA7043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7043!SPC AL W     -   0.99999756  x   0.99995675  =   0.99995431
 AA7043!UTM  16      -   0.99999756  x   0.99970147  =   0.99969903
 AA7043
 AA7043:                Primary Azimuth Mark                     Grid Az
 AA7043:SPC AL W     -  46 39                                    270 42 50.8
 AA7043:UTM  16      -  46 39                                    270 58 49.4
 AA7043
 AA7043|---------------------------------------------------------------------|
 AA7043| PID    Reference Object                     Distance      Geod. Az  |
 AA7043|                                                           dddmmss.s |
 AA7043| AA7042 46 39                               477.513 METERS 2702804.8 |
 AA7043|---------------------------------------------------------------------|
 AA7043
 AA7043                          SUPERSEDED SURVEY CONTROL
 AA7043
 AA7043  ELLIP H (07/21/95)   15.60   (m)                       GP(       ) 3 2
 AA7043  NGVD 29 (07/21/95)   43.6    (m)          143.     (f) GPS OBS        
 AA7043
 AA7043.Superseded values are not recommended for survey control.
 AA7043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7043.See file dsdata.txt to determine how the superseded data were derived.
 AA7043
 AA7043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0929260283(NAD 83)
 AA7043_MARKER: DD = SURVEY DISK
 AA7043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7043_STAMPING: 46-40 1994
 AA7043_MARK LOGO: ALHD  
 AA7043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7043+STABILITY: SURFACE MOTION
 AA7043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7043+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7043
 AA7043  HISTORY     - Date     Condition        Report By
 AA7043  HISTORY     - 1994     MONUMENTED       ALHD
 AA7043
 AA7043                          STATION DESCRIPTION
 AA7043
 AA7043'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7043'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7043'MARENGO COUNTY ROAD NO. 90, ABOUT 5.20 MI (8.37 KM) SOUTH-SOUTHWEST OF
 AA7043'MYRTLEWOOD AND ABOUT 7.60 MI (12.23 KM) NORTHWEST OF SWEET WATER. TO
 AA7043'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 69 SOUTH (MILE
 AA7043'POST 74.20 ON ALA 69 AND MILE POST 122.95 ON U.S. 43) IN LINDEN, DRIVE
 AA7043'SOUTHWEST ON ALA 69 FOR 13.95 MI (22.45 KM) TO MILE POST 60.25 AND
 AA7043'MARENGO COUNTY ROAD NO. 90 ON THE RIGHT, TURN RIGHT ON MARENGO COUNTY
 AA7043'ROAD NO. 90 AND DRIVE WEST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE
 AA7043'LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A SEVEN STRAND BARBED
 AA7043'WIRE FENCE ON TREATED WOOD POSTS, 30.6 FT (9.3 M) SOUTH OF THE
 AA7043'CENTERLINE OF MARENGO COUNTY ROAD NO. 90, 57.0 FT (17.4 M) WEST OF THE
 AA7043'NORTHEAST CORNER OF THE FENCE AND THE NORTHWEST POST OF A PIPE GATE,
 AA7043'60.8 FT (18.5 M) SOUTH OF THE CENTER OF A PLASTIC WATER METER BOX
 AA7043'ACROSS THE ROAD, 64.8 FT (19.8 M) SOUTH-SOUTHWEST OF A CROSS TIE FENCE
 AA7043'CORNER POST WEST OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 70.0 FT (21.3
 AA7043'M) SOUTH-SOUTHWEST OF A CROSS TIE FENCE CORNER POST EAST OF A GRAVEL
 AA7043'DRIVEWAY ACROSS THE ROAD, 78.6 FT (24.0 M) SOUTHWEST OF TELEPHONE
 AA7043'CABLE PEDESTAL NO. 303 W 4 69 ACROSS THE ROAD, 85.5 FT (26.1 M) EAST
 AA7043'OF JUNCTION AND TRANSFORMER POWER POLE NO. 632706 5, 3.1 FT (0.9 M)
 AA7043'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7043'STATION 46-39 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7044 ***********************************************************************
 AA7044  DESIGNATION -  46 41
 AA7044  PID         -  AA7044
 AA7044  STATE/COUNTY-  AL/MARENGO
 AA7044  USGS QUAD   -  MYRTLEWOOD SOUTH (1978)
 AA7044
 AA7044                         *CURRENT SURVEY CONTROL
 AA7044  ___________________________________________________________________
 AA7044* NAD 83(1992)-  32 14 31.40425(N)    087 58 59.45310(W)     ADJUSTED  
 AA7044* NAVD 88     -        18.8    (meters)      62.     (feet)  VERTCON   
 AA7044  ___________________________________________________________________
 AA7044  X           -     190,033.626 (meters)                     COMP
 AA7044  Y           -  -5,396,433.506 (meters)                     COMP
 AA7044  Z           -   3,383,159.120 (meters)                     COMP
 AA7044  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AA7044  ELLIP HEIGHT-          -9.39  (meters)          (07/29/02) GPS OBS
 AA7044  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AA7044
 AA7044  HORZ ORDER  -  FIRST
 AA7044  ELLP ORDER  -  FOURTH    CLASS I
 AA7044
 AA7044.The horizontal coordinates were established by GPS observations
 AA7044.and adjusted by the National Geodetic Survey in July 1995..
 AA7044
 AA7044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7044
 AA7044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7044
 AA7044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7044
 AA7044.The ellipsoidal height was determined by GPS observations
 AA7044.and is referenced to NAD 83.
 AA7044
 AA7044.The geoid height was determined by GEOID03.
 AA7044
 AA7044;                    North         East     Units Scale Factor Converg.
 AA7044;SPC AL W     -   248,666.308   554,465.827   MT  0.99995889   -0 15 28.0
 AA7044;UTM  16      - 3,567,690.366   407,376.090   MT  0.99970580   -0 31 28.4
 AA7044
 AA7044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7044!SPC AL W     -   1.00000147  x   0.99995889  =   0.99996036
 AA7044!UTM  16      -   1.00000147  x   0.99970580  =   0.99970727
 AA7044
 AA7044                          SUPERSEDED SURVEY CONTROL
 AA7044
 AA7044  ELLIP H (07/21/95)   -9.33   (m)                       GP(       ) 3 2
 AA7044  NGVD 29 (07/21/95)   18.8    (m)           62.     (f) GPS OBS        
 AA7044
 AA7044.Superseded values are not recommended for survey control.
 AA7044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7044.See file dsdata.txt to determine how the superseded data were derived.
 AA7044
 AA7044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0737667690(NAD 83)
 AA7044_MARKER: DD = SURVEY DISK
 AA7044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7044_STAMPING: 46-41 1994
 AA7044_MARK LOGO: ALHD  
 AA7044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7044+STABILITY: SURFACE MOTION
 AA7044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7044+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7044
 AA7044  HISTORY     - Date     Condition        Report By
 AA7044  HISTORY     - 1994     MONUMENTED       ALHD
 AA7044
 AA7044                          STATION DESCRIPTION
 AA7044
 AA7044'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7044'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7044'ALA 114, ABOUT 2.05 WEST-SOUTHWEST OF MYRTLEWOOD AND ABOUT 12.00 MI
 AA7044'(19.31 KM) NORTHWEST OF SWEET WATER. TO REACH THE STATION FROM THE
 AA7044'JUNCTION OF U.S. 43 AND ALA 69 SOUTH (MILE POST 74.20 ON ALA 69 AND
 AA7044'MILE POST 122.95 ON U.S. 43) IN LINDEN, DRIVE SOUTHWEST ON ALA 69 FOR
 AA7044'8.60 MI (13.84 KM) TO MILE POST 65.60 AND ALA 114 ON THE RIGHT (MILE
 AA7044'POST 14.40 ON ALA 114), TURN RIGHT ON ALA 114 AND DRIVE WEST FOR 3.35
 AA7044'MI (5.39 KM) TO MILE POST 11.05 AND THE STATION ON THE LEFT. THE
 AA7044'STATION IS LOCATED BETWEEN ALA 114 AND TWO HIGH VOLTAGE POWER LINES,
 AA7044'67.3 FT (20.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ALA 114, 91.0 FT
 AA7044'(27.7 M) WEST-SOUTHWEST OF THE CENTER OF A WOODS ROAD, 194.2 FT (59.2
 AA7044'M) WEST OF THE NORTH POLE OF BENT NO. 87 OF THE NORTH HIGH VOLTAGE
 AA7044'POWER LINE, 222.9 FT (67.9 M) EAST OF MILE POST 11, 281.0 FT (85.6 M)
 AA7044'EAST OF THE SOUTH END OF THE EAST ONE OF TWO TWENTY FOUR-INCH CONCRETE
 AA7044'PIPES UNDER ALA 114, 3.2 FT (1.0 M) NORTH-NORTHEAST OF A CARSONITE
 AA7044'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 46-42 1994 MAY BE
 AA7044'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7045 ***********************************************************************
 AA7045  DESIGNATION -  46 42
 AA7045  PID         -  AA7045
 AA7045  STATE/COUNTY-  AL/MARENGO
 AA7045  USGS QUAD   -  MYRTLEWOOD SOUTH (1978)
 AA7045
 AA7045                         *CURRENT SURVEY CONTROL
 AA7045  ___________________________________________________________________
 AA7045* NAD 83(1992)-  32 14 38.43720(N)    087 58 18.40122(W)     ADJUSTED  
 AA7045* NAVD 88     -        21.4    (meters)      70.     (feet)  VERTCON   
 AA7045  ___________________________________________________________________
 AA7045  X           -     191,103.634 (meters)                     COMP
 AA7045  Y           -  -5,396,282.244 (meters)                     COMP
 AA7045  Z           -   3,383,343.720 (meters)                     COMP
 AA7045  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AA7045  ELLIP HEIGHT-          -6.82  (meters)          (07/29/02) GPS OBS
 AA7045  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AA7045
 AA7045  HORZ ORDER  -  FIRST
 AA7045  ELLP ORDER  -  FOURTH    CLASS I
 AA7045
 AA7045.The horizontal coordinates were established by GPS observations
 AA7045.and adjusted by the National Geodetic Survey in July 1995..
 AA7045
 AA7045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7045
 AA7045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7045
 AA7045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7045
 AA7045.The ellipsoidal height was determined by GPS observations
 AA7045.and is referenced to NAD 83.
 AA7045
 AA7045.The geoid height was determined by GEOID03.
 AA7045
 AA7045;                    North         East     Units Scale Factor Converg.
 AA7045;SPC AL W     -   248,878.156   555,541.417   MT  0.99995770   -0 15 06.2
 AA7045;UTM  16      - 3,567,897.150   408,452.381   MT  0.99970335   -0 31 06.6
 AA7045
 AA7045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7045!SPC AL W     -   1.00000107  x   0.99995770  =   0.99995877
 AA7045!UTM  16      -   1.00000107  x   0.99970335  =   0.99970442
 AA7045
 AA7045                          SUPERSEDED SURVEY CONTROL
 AA7045
 AA7045  ELLIP H (07/21/95)   -6.76   (m)                       GP(       ) 3 2
 AA7045  NGVD 29 (07/21/95)   21.4    (m)           70.     (f) GPS OBS        
 AA7045
 AA7045.Superseded values are not recommended for survey control.
 AA7045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7045.See file dsdata.txt to determine how the superseded data were derived.
 AA7045
 AA7045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0845267897(NAD 83)
 AA7045_MARKER: DD = SURVEY DISK
 AA7045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7045_STAMPING: 46-42 1994
 AA7045_MARK LOGO: ALHD  
 AA7045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7045+STABILITY: SURFACE MOTION
 AA7045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7045+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA7045
 AA7045  HISTORY     - Date     Condition        Report By
 AA7045  HISTORY     - 1994     MONUMENTED       ALHD
 AA7045  HISTORY     - 20040901 GOOD             JCLS
 AA7045
 AA7045                          STATION DESCRIPTION
 AA7045
 AA7045'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7045'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7045'ALA 114, ABOUT 1.45 WEST-SOUTHWEST OF MYRTLEWOOD AND ABOUT 11.75 MI
 AA7045'(18.91 KM) NORTHWEST OF SWEET WATER. TO REACH THE STATION FROM THE
 AA7045'JUNCTION OF U.S. 43 AND ALA 69 SOUTH (MILE POST 74.20 ON ALA 69 AND
 AA7045'MILE POST 122.95 ON U.S. 43) IN LINDEN, DRIVE SOUTHWEST ON ALA 69 FOR
 AA7045'8.60 MI (13.84 KM) TO MILE POST 65.60 AND ALA 114 ON THE RIGHT (MILE
 AA7045'POST 14.40 ON ALA 114), TURN RIGHT ON ALA 114 AND DRIVE WEST FOR 2.65
 AA7045'MI (4.26 KM) TO MILE POST 11.75 AND THE STATION ON THE LEFT. THE
 AA7045'STATION IS LOCATED BETWEEN ALA 114 AND TWO HIGH VOLTAGE POWER LINES,
 AA7045'48.8 FT (14.9 M) EAST-NORTHEAST OF A BARRIER LINE MARKER SIGN, 58.4 FT
 AA7045'(17.8 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF ALA 114, 98.5 FT (30.0
 AA7045'M) SOUTH-SOUTHEAST OF POWER POLE NO. 22 ACROSS THE ROAD, 3.2 FT (1.0
 AA7045'M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7045'GROUND. STATION 46-41 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7045
 AA7045                          STATION RECOVERY (2004)
 AA7045
 AA7045'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA7045'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7046 ***********************************************************************
 AA7046  DESIGNATION -  46 43
 AA7046  PID         -  AA7046
 AA7046  STATE/COUNTY-  AL/MARENGO
 AA7046  USGS QUAD   -  MYRTLEWOOD SOUTH (1978)
 AA7046
 AA7046                         *CURRENT SURVEY CONTROL
 AA7046  ___________________________________________________________________
 AA7046* NAD 83(1992)-  32 10 35.22429(N)    087 54 04.51726(W)     ADJUSTED  
 AA7046* NAVD 88     -        72.6    (meters)     238.     (feet)  VERTCON   
 AA7046  ___________________________________________________________________
 AA7046  X           -     197,893.410 (meters)                     COMP
 AA7046  Y           -  -5,400,076.923 (meters)                     COMP
 AA7046  Z           -   3,377,032.373 (meters)                     COMP
 AA7046  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AA7046  ELLIP HEIGHT-          44.50  (meters)          (07/29/02) GPS OBS
 AA7046  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AA7046
 AA7046  HORZ ORDER  -  FIRST
 AA7046  ELLP ORDER  -  FOURTH    CLASS I
 AA7046
 AA7046.The horizontal coordinates were established by GPS observations
 AA7046.and adjusted by the National Geodetic Survey in July 1995..
 AA7046
 AA7046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7046
 AA7046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7046
 AA7046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7046
 AA7046.The ellipsoidal height was determined by GPS observations
 AA7046.and is referenced to NAD 83.
 AA7046
 AA7046.The geoid height was determined by GEOID03.
 AA7046
 AA7046;                    North         East     Units Scale Factor Converg.
 AA7046;SPC AL W     -   241,359.894   562,159.354   MT  0.99995099   -0 12 49.3
 AA7046;UTM  16      - 3,560,350.132   415,033.572   MT  0.99968903   -0 28 47.9
 AA7046
 AA7046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7046!SPC AL W     -   0.99999301  x   0.99995099  =   0.99994400
 AA7046!UTM  16      -   0.99999301  x   0.99968903  =   0.99968205
 AA7046
 AA7046                          SUPERSEDED SURVEY CONTROL
 AA7046
 AA7046  ELLIP H (07/21/95)   44.56   (m)                       GP(       ) 3 2
 AA7046  NGVD 29 (07/21/95)   72.6    (m)          238.     (f) GPS OBS        
 AA7046
 AA7046.Superseded values are not recommended for survey control.
 AA7046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7046.See file dsdata.txt to determine how the superseded data were derived.
 AA7046
 AA7046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA1503460350(NAD 83)
 AA7046_MARKER: DD = SURVEY DISK
 AA7046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7046_STAMPING: 46-43 1994
 AA7046_MARK LOGO: ALHD  
 AA7046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7046+STABILITY: SURFACE MOTION
 AA7046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7046+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7046
 AA7046  HISTORY     - Date     Condition        Report By
 AA7046  HISTORY     - 1994     MONUMENTED       ALHD
 AA7046
 AA7046                          STATION DESCRIPTION
 AA7046
 AA7046'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7046'THE STATION IS LOCATED IN MARENGO COUNTY ON PROPERTY OWNED BY JAMES
 AA7046'RIVER TIMBER CORPORATION, ABOUT 5.65 MI (9.09 KM) SOUTHEAST OF
 AA7046'MYRTLEWOOD AND ABOUT 5.95 MI (9.58 KM) NORTHWEST OF SWEET WATER. TO
 AA7046'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 10 (MILE POST
 AA7046'46.25 ON ALA 10 AND MILE POST 106.35 ON U.S. 43) AT DIXONS MILLS,
 AA7046'DRIVE WEST ON ALA 10 FOR 7.70 MI (12.39 KM) TO MILE POST 38.55 AND
 AA7046'MARENGO COUNTY ROAD NO. 17 ON THE RIGHT, TURN RIGHT ON MARENGO COUNTY
 AA7046'ROAD NO. 17 AND DRIVE NORTH AND NORTHWEST FOR 8.45 MI (13.60 KM) TO A
 AA7046'PAVED CROSS ROAD WITH MARENGO COUNTY ROAD NO. 75 LEFT AND RIGHT, TURN
 AA7046'LEFT ON MARENGO COUNTY ROAD NO. 75 AND DRIVE SOUTHWEST FOR 0.45 MI
 AA7046'(0.72 KM) TO A Y-INTERSECTION, BEAR LEFT ON A PAVED COUNTY ROAD AND
 AA7046'DRIVE SOUTHEAST FOR 0.20 MI (0.32 KM) TO THE END OF PAVEMENT AT A
 AA7046'CEMETARY, CONTINUE SOUTHEAST ON A GRAVEL ROAD FOR 0.25 MI (0.40 KM) TO
 AA7046'A DOUBLE YELLOW GATE, PASS THROUGH THE GATE AND CONTINUE SOUTHEAST ON
 AA7046'A GRAVEL ROAD FOR 0.90 MI (1.45 KM) TO THE STATION ON THE LEFT. THE
 AA7046'STATION IS 21.0 FT (6.4 M) EAST-SOUTHEAST OF THE CENTER OF THE GRAVEL
 AA7046'WOODS ROAD, 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA7046'SET FLUSH WITH THE GROUND. STATION 46-44 1994 MAY BE USED AS AN
 AA7046'AZIMUTH FOR THIS STATION. NOTE - A KEY AND A PERMIT WILL BE REQUIRED
 AA7046'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7047 ***********************************************************************
 AA7047  DESIGNATION -  46 44
 AA7047  PID         -  AA7047
 AA7047  STATE/COUNTY-  AL/MARENGO
 AA7047  USGS QUAD   -  MYRTLEWOOD SOUTH (1978)
 AA7047
 AA7047                         *CURRENT SURVEY CONTROL
 AA7047  ___________________________________________________________________
 AA7047* NAD 83(1992)-  32 10 17.19863(N)    087 53 37.28060(W)     ADJUSTED  
 AA7047* NAVD 88     -        83.7    (meters)     275.     (feet)  VERTCON   
 AA7047  ___________________________________________________________________
 AA7047  X           -     198,617.684 (meters)                     COMP
 AA7047  Y           -  -5,400,355.597 (meters)                     COMP
 AA7047  Z           -   3,376,568.305 (meters)                     COMP
 AA7047  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 AA7047  ELLIP HEIGHT-          55.60  (meters)          (07/29/02) GPS OBS
 AA7047  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AA7047
 AA7047  HORZ ORDER  -  FIRST
 AA7047  ELLP ORDER  -  FOURTH    CLASS I
 AA7047
 AA7047.The horizontal coordinates were established by GPS observations
 AA7047.and adjusted by the National Geodetic Survey in July 1995..
 AA7047
 AA7047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7047
 AA7047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7047
 AA7047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7047
 AA7047.The ellipsoidal height was determined by GPS observations
 AA7047.and is referenced to NAD 83.
 AA7047
 AA7047.The geoid height was determined by GEOID03.
 AA7047
 AA7047;                    North         East     Units Scale Factor Converg.
 AA7047;SPC AL W     -   240,802.050   562,870.821   MT  0.99995033   -0 12 34.6
 AA7047;UTM  16      - 3,559,789.135   415,742.252   MT  0.99968755   -0 28 33.2
 AA7047
 AA7047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7047!SPC AL W     -   0.99999127  x   0.99995033  =   0.99994160
 AA7047!UTM  16      -   0.99999127  x   0.99968755  =   0.99967882
 AA7047
 AA7047                          SUPERSEDED SURVEY CONTROL
 AA7047
 AA7047  ELLIP H (07/21/95)   55.67   (m)                       GP(       ) 3 2
 AA7047  NGVD 29 (07/21/95)   83.7    (m)          275.     (f) GPS OBS        
 AA7047
 AA7047.Superseded values are not recommended for survey control.
 AA7047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7047.See file dsdata.txt to determine how the superseded data were derived.
 AA7047
 AA7047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA1574259789(NAD 83)
 AA7047_MARKER: DD = SURVEY DISK
 AA7047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7047_STAMPING: 46-44 1994
 AA7047_MARK LOGO: ALHD  
 AA7047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7047+STABILITY: SURFACE MOTION
 AA7047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7047+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7047
 AA7047  HISTORY     - Date     Condition        Report By
 AA7047  HISTORY     - 1994     MONUMENTED       ALHD
 AA7047
 AA7047                          STATION DESCRIPTION
 AA7047
 AA7047'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7047'THE STATION IS LOCATED IN MARENGO COUNTY ON THE WEST RIGHT OF WAY OF
 AA7047'MARENGO COUNTY ROAD NO. 17, ABOUT 6.35 MI (10.22 KM) SOUTHEAST OF
 AA7047'MYRTLEWOOD AND ABOUT 5.35 MI (8.61 KM) NORTHWEST OF SWEET WATER. TO
 AA7047'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 10 (MILE POST
 AA7047'46.25 ON ALA 10 AND MILE POST 106.35 ON U.S. 43) AT DIXONS MILLS,
 AA7047'DRIVE WEST ON ALA 10 FOR 7.70 MI (12.39 KM) TO MILE POST 38.55 AND
 AA7047'MARENGO COUNTY ROAD NO. 17 ON THE RIGHT, TURN RIGHT ON MARENGO COUNTY
 AA7047'ROAD NO. 17 AND DRIVE NORTH FOR 6.40 MI (10.30 KM) TO THE STATION ON
 AA7047'THE LEFT. THE STATION IS LOCATED ON TOP OF A 24 FT (7.3 M) BACKSLOPE,
 AA7047'8.0 FT (2.4 M) WEST OF THE CREST OF A 24 FT (7.3 M) BACKSLOPE, 49.0 FT
 AA7047'(14.9 M) WEST OF THE CENTERLINE OF MARENGO COUNTY ROAD NO. 17, 90.0 FT
 AA7047'(27.4 M) EAST OF THE CENTER OF A WOODS ROAD, 119.0 FT (36.3 M) SOUTH
 AA7047'OF A POWER POLE, 7.0 FT (2.1 M) WEST OF A CARSONITE WITNESS POST, AND
 AA7047'SET FLUSH WITH THE GROUND. STATION 46-43 1994 MAY BE USED AS AN
 AA7047'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7048 ***********************************************************************
 AA7048  DESIGNATION -  46 45
 AA7048  PID         -  AA7048
 AA7048  STATE/COUNTY-  AL/MARENGO
 AA7048  USGS QUAD   -  LINDEN (1986)
 AA7048
 AA7048                         *CURRENT SURVEY CONTROL
 AA7048  ___________________________________________________________________
 AA7048* NAD 83(1992)-  32 20 58.01329(N)    087 51 39.97038(W)     ADJUSTED  
 AA7048* NAVD 88     -        48.2    (meters)     158.     (feet)  VERTCON   
 AA7048  ___________________________________________________________________
 AA7048  X           -     201,294.658 (meters)                     COMP
 AA7048  Y           -  -5,389,682.450 (meters)                     COMP
 AA7048  Z           -   3,393,241.149 (meters)                     COMP
 AA7048  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AA7048  ELLIP HEIGHT-          19.54  (meters)          (07/29/02) GPS OBS
 AA7048  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AA7048
 AA7048  HORZ ORDER  -  FIRST
 AA7048  ELLP ORDER  -  FOURTH    CLASS I
 AA7048
 AA7048.The horizontal coordinates were established by GPS observations
 AA7048.and adjusted by the National Geodetic Survey in July 1995..
 AA7048
 AA7048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7048
 AA7048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7048
 AA7048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7048
 AA7048.The ellipsoidal height was determined by GPS observations
 AA7048.and is referenced to NAD 83.
 AA7048
 AA7048.The geoid height was determined by GEOID03.
 AA7048
 AA7048;                    North         East     Units Scale Factor Converg.
 AA7048;SPC AL W     -   260,529.242   566,010.471   MT  0.99994757   -0 11 35.6
 AA7048;UTM  16      - 3,579,496.269   418,972.911   MT  0.99968096   -0 27 38.8
 AA7048
 AA7048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7048!SPC AL W     -   0.99999693  x   0.99994757  =   0.99994450
 AA7048!UTM  16      -   0.99999693  x   0.99968096  =   0.99967789
 AA7048
 AA7048:                Primary Azimuth Mark                     Grid Az
 AA7048:SPC AL W     -  46 46                                    111 56 05.9
 AA7048:UTM  16      -  46 46                                    112 12 09.1
 AA7048
 AA7048|---------------------------------------------------------------------|
 AA7048| PID    Reference Object                     Distance      Geod. Az  |
 AA7048|                                                           dddmmss.s |
 AA7048| AA7049 46 46                               451.872 METERS 1114430.3 |
 AA7048|---------------------------------------------------------------------|
 AA7048
 AA7048                          SUPERSEDED SURVEY CONTROL
 AA7048
 AA7048  ELLIP H (07/21/95)   19.61   (m)                       GP(       ) 3 2
 AA7048  NGVD 29 (07/21/95)   48.1    (m)          158.     (f) GPS OBS        
 AA7048
 AA7048.Superseded values are not recommended for survey control.
 AA7048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7048.See file dsdata.txt to determine how the superseded data were derived.
 AA7048
 AA7048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA1897379496(NAD 83)
 AA7048_MARKER: DD = SURVEY DISK
 AA7048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7048_STAMPING: 46-45 1994
 AA7048_MARK LOGO: ALHD  
 AA7048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7048+STABILITY: SURFACE MOTION
 AA7048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7048+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7048
 AA7048  HISTORY     - Date     Condition        Report By
 AA7048  HISTORY     - 1994     MONUMENTED       ALHD
 AA7048
 AA7048                          STATION DESCRIPTION
 AA7048
 AA7048'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7048'THE STATION IS LOCATED IN MARENGO COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7048'ALA 28, ABOUT 4.75 MI (7.64 KM) NORTHWEST OF LINDEN AND ABOUT 8.55 MI
 AA7048'(13.76 KM) NORTH-NORTHEAST OF MYRTLEWOOD. TO REACH THE STATION FROM
 AA7048'THE JUNCTION OF U.S. 43 AND ALA 28 WEST (MILE POST 43.45 ON ALA 28 AND
 AA7048'MILE POST 124.65 ON U.S. 43) IN LINDEN, DRIVE NORTHWEST ON ALA 28 FOR
 AA7048'5.00 MI (8.05 KM) TO MILE POST 38.45 AND THE STATION ON THE RIGHT. THE
 AA7048'STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON
 AA7048'RUSTY, RED TOP STEEL POSTS, 40.2 FT (12.3 M) NORTH OF THE CENTERLINE
 AA7048'OF ALA 28, 70.0 FT (21.3 M) EAST OF THE EAST ONE OF TWO CONNECTED
 AA7048'POSTS IN THE FENCE LINE, 70.8 FT (21.6 M) WEST OF POWER POLE NO. 42,
 AA7048'3.0 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7048'WITH THE GROUND. STATION 46-46 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7048'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7049 ***********************************************************************
 AA7049  DESIGNATION -  46 46
 AA7049  PID         -  AA7049
 AA7049  STATE/COUNTY-  AL/MARENGO
 AA7049  USGS QUAD   -  LINDEN (1986)
 AA7049
 AA7049                         *CURRENT SURVEY CONTROL
 AA7049  ___________________________________________________________________
 AA7049* NAD 83(1992)-  32 20 52.57909(N)    087 51 23.91870(W)     ADJUSTED  
 AA7049* NAVD 88     -        44.9    (meters)     147.     (feet)  VERTCON   
 AA7049  ___________________________________________________________________
 AA7049  X           -     201,717.335 (meters)                     COMP
 AA7049  Y           -  -5,389,753.563 (meters)                     COMP
 AA7049  Z           -   3,393,098.016 (meters)                     COMP
 AA7049  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA7049  ELLIP HEIGHT-          16.33  (meters)          (07/29/02) GPS OBS
 AA7049  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AA7049
 AA7049  HORZ ORDER  -  FIRST
 AA7049  ELLP ORDER  -  FOURTH    CLASS I
 AA7049
 AA7049.The horizontal coordinates were established by GPS observations
 AA7049.and adjusted by the National Geodetic Survey in July 1995..
 AA7049
 AA7049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7049
 AA7049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7049
 AA7049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7049
 AA7049.The ellipsoidal height was determined by GPS observations
 AA7049.and is referenced to NAD 83.
 AA7049
 AA7049.The geoid height was determined by GEOID03.
 AA7049
 AA7049;                    North         East     Units Scale Factor Converg.
 AA7049;SPC AL W     -   260,360.452   566,429.610   MT  0.99994723   -0 11 27.0
 AA7049;UTM  16      - 3,579,325.569   419,391.145   MT  0.99968013   -0 27 30.2
 AA7049
 AA7049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7049!SPC AL W     -   0.99999744  x   0.99994723  =   0.99994467
 AA7049!UTM  16      -   0.99999744  x   0.99968013  =   0.99967757
 AA7049
 AA7049:                Primary Azimuth Mark                     Grid Az
 AA7049:SPC AL W     -  46 45                                    291 56 05.9
 AA7049:UTM  16      -  46 45                                    292 12 09.1
 AA7049
 AA7049|---------------------------------------------------------------------|
 AA7049| PID    Reference Object                     Distance      Geod. Az  |
 AA7049|                                                           dddmmss.s |
 AA7049| AA7048 46 45                               451.872 METERS 2914438.9 |
 AA7049|---------------------------------------------------------------------|
 AA7049
 AA7049                          SUPERSEDED SURVEY CONTROL
 AA7049
 AA7049  ELLIP H (07/21/95)   16.40   (m)                       GP(       ) 3 2
 AA7049  NGVD 29 (07/21/95)   44.9    (m)          147.     (f) GPS OBS        
 AA7049
 AA7049.Superseded values are not recommended for survey control.
 AA7049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7049.See file dsdata.txt to determine how the superseded data were derived.
 AA7049
 AA7049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA1939179326(NAD 83)
 AA7049_MARKER: DD = SURVEY DISK
 AA7049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7049_STAMPING: 46-46 1994
 AA7049_MARK LOGO: ALHD  
 AA7049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7049+STABILITY: SURFACE MOTION
 AA7049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7049+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 AA7049
 AA7049  HISTORY     - Date     Condition        Report By
 AA7049  HISTORY     - 1994     MONUMENTED       ALHD
 AA7049  HISTORY     - 20031208 GOOD             JCLS
 AA7049  HISTORY     - 20060322 GOOD             JCLS
 AA7049
 AA7049                          STATION DESCRIPTION
 AA7049
 AA7049'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7049'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7049'ALA 28, ABOUT 4.45 MI (7.16 KM) NORTHWEST OF LINDEN AND ABOUT 8.55 MI
 AA7049'(13.76 KM) NORTH-NORTHEAST OF MYRTLEWOOD. TO REACH THE STATION FROM
 AA7049'THE JUNCTION OF U.S. 43 AND ALA 28 WEST (MILE POST 43.45 ON ALA 28 AND
 AA7049'MILE POST 124.65 ON U.S. 43) IN LINDEN, DRIVE NORTHWEST ON ALA 28 FOR
 AA7049'4.70 MI (7.56 KM) TO MILE POST 38.75 AND THE STATION ON THE LEFT. THE
 AA7049'STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON
 AA7049'RED TOP, GREY STEEL POSTS, 39.0 FT (11.9 M) SOUTH OF THE CENTERLINE OF
 AA7049'ALA 28, 41.3 FT (12.6 M) EAST OF THE EAST POST OF A DOUBLE PIPE GATE,
 AA7049'51.0 FT (15.5 M) EAST OF THE CENTER OF A GRAVEL FIELD ROAD, 60.8 FT
 AA7049'(18.5 M) WEST OF A POWER LINE GUY POLE, 89.6 FT (27.3 M) SOUTHWEST OF
 AA7049'A YELLOW CARSONITE GAS LINE MARKER, 91.2 FT (27.8 M) SOUTH OF A POWER
 AA7049'SERVICE POLE WITH A GREEN BOX ACROSS THE ROAD, 97.5 FT (29.7 M)
 AA7049'SOUTH-SOUTHEAST OF THE EAST ONE OF TWO CONNECTED POSTS IN THE FENCE
 AA7049'LINE ACROSS THE ROAD, 123.9 FT (37.8 M) WEST-SOUTHWEST OF JUNCTION AND
 AA7049'TRANSFORMER POWER POLE NO. 10312941 640203 46 ACROSS THE ROAD, 3.3 FT
 AA7049'(1.0 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7049'GROUND. STATION 46-45 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7049
 AA7049                          STATION RECOVERY (2003)
 AA7049
 AA7049'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AA7049'RECOVERED IN GOOD CONDITION.
 AA7049
 AA7049                          STATION RECOVERY (2006)
 AA7049
 AA7049'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AA7049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7050 ***********************************************************************
 AA7050  DESIGNATION -  46 47
 AA7050  PID         -  AA7050
 AA7050  STATE/COUNTY-  AL/MARENGO
 AA7050  USGS QUAD   -  JEFFERSON (1986)
 AA7050
 AA7050                         *CURRENT SURVEY CONTROL
 AA7050  ___________________________________________________________________
 AA7050* NAD 83(1992)-  32 23 53.80616(N)    087 55 55.34566(W)     ADJUSTED  
 AA7050* NAVD 88     -        31.6    (meters)     104.     (feet)  VERTCON   
 AA7050  ___________________________________________________________________
 AA7050  X           -     194,516.436 (meters)                     COMP
 AA7050  Y           -  -5,387,015.924 (meters)                     COMP
 AA7050  Z           -   3,397,805.668 (meters)                     COMP
 AA7050  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AA7050  ELLIP HEIGHT-           2.90  (meters)          (07/29/02) GPS OBS
 AA7050  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AA7050
 AA7050  HORZ ORDER  -  FIRST
 AA7050  ELLP ORDER  -  FOURTH    CLASS I
 AA7050
 AA7050.The horizontal coordinates were established by GPS observations
 AA7050.and adjusted by the National Geodetic Survey in July 1995..
 AA7050
 AA7050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7050
 AA7050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7050
 AA7050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7050
 AA7050.The ellipsoidal height was determined by GPS observations
 AA7050.and is referenced to NAD 83.
 AA7050
 AA7050.The geoid height was determined by GEOID03.
 AA7050
 AA7050;                    North         East     Units Scale Factor Converg.
 AA7050;SPC AL W     -   265,968.750   559,355.143   MT  0.99995370   -0 13 53.4
 AA7050;UTM  16      - 3,584,965.381   412,344.817   MT  0.99969475   -0 29 57.9
 AA7050
 AA7050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7050!SPC AL W     -   0.99999954  x   0.99995370  =   0.99995324
 AA7050!UTM  16      -   0.99999954  x   0.99969475  =   0.99969429
 AA7050
 AA7050                          SUPERSEDED SURVEY CONTROL
 AA7050
 AA7050  ELLIP H (07/21/95)    2.96   (m)                       GP(       ) 3 2
 AA7050  NGVD 29 (07/21/95)   31.6    (m)          104.     (f) GPS OBS        
 AA7050
 AA7050.Superseded values are not recommended for survey control.
 AA7050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7050.See file dsdata.txt to determine how the superseded data were derived.
 AA7050
 AA7050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA1234584965(NAD 83)
 AA7050_MARKER: DD = SURVEY DISK
 AA7050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7050_STAMPING: 46-47 1994
 AA7050_MARK LOGO: ALHD  
 AA7050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7050+STABILITY: SURFACE MOTION
 AA7050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7050+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7050
 AA7050  HISTORY     - Date     Condition        Report By
 AA7050  HISTORY     - 1994     MONUMENTED       ALHD
 AA7050
 AA7050                          STATION DESCRIPTION
 AA7050
 AA7050'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7050'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7050'ALA 28, ABOUT 9.15 MI (14.73 KM) SOUTH-SOUTHWEST OF DEMOPOLIS AND
 AA7050'ABOUT 9.95 MI (16.01 KM) NORTHWEST OF LINDEN. TO REACH THE STATION
 AA7050'FROM THE JUNCTION OF U.S. 43 AND ALA 28 WEST (MILE POST 43.45 ON ALA
 AA7050'28 AND MILE POST 124.65 ON U.S. 43) IN LINDEN, DRIVE NORTHWEST ON ALA
 AA7050'28 FOR 11.05 MI (17.78 KM) TO MILE POST 32.40 AND THE STATION ON THE
 AA7050'LEFT. THE STATION IS 52.0 FT (15.8 M) SOUTH OF THE CENTERLINE OF ALA
 AA7050'28, 103.4 FT (31.5 M) NORTHWEST OF A POWER POLE WITH ONE GUY WIRE IN A
 AA7050'FIELD, 221.7 FT (67.6 M) SOUTHEAST OF A POWER POLE WITH ONE GUY WIRE
 AA7050'ACROSS THE ROAD, 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND
 AA7050'SET FLUSH WITH THE GROUND. STATION 46-48 1994 MAY BE USED AS AN
 AA7050'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7051 ***********************************************************************
 AA7051  DESIGNATION -  46 48
 AA7051  PID         -  AA7051
 AA7051  STATE/COUNTY-  AL/MARENGO
 AA7051  USGS QUAD   -  JEFFERSON (1986)
 AA7051
 AA7051                         *CURRENT SURVEY CONTROL
 AA7051  ___________________________________________________________________
 AA7051* NAD 83(1992)-  32 23 43.81328(N)    087 55 31.29720(W)     ADJUSTED  
 AA7051* NAVD 88     -        35.3    (meters)     116.     (feet)  VERTCON   
 AA7051  ___________________________________________________________________
 AA7051  X           -     195,150.592 (meters)                     COMP
 AA7051  Y           -  -5,387,161.146 (meters)                     COMP
 AA7051  Z           -   3,397,547.741 (meters)                     COMP
 AA7051  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AA7051  ELLIP HEIGHT-           6.60  (meters)          (07/29/02) GPS OBS
 AA7051  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA7051
 AA7051  HORZ ORDER  -  FIRST
 AA7051  ELLP ORDER  -  FOURTH    CLASS I
 AA7051
 AA7051.The horizontal coordinates were established by GPS observations
 AA7051.and adjusted by the National Geodetic Survey in July 1995..
 AA7051
 AA7051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7051
 AA7051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7051
 AA7051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7051
 AA7051.The ellipsoidal height was determined by GPS observations
 AA7051.and is referenced to NAD 83.
 AA7051
 AA7051.The geoid height was determined by GEOID03.
 AA7051
 AA7051;                    North         East     Units Scale Factor Converg.
 AA7051;SPC AL W     -   265,658.429   559,982.367   MT  0.99995307   -0 13 40.4
 AA7051;UTM  16      - 3,584,652.211   412,970.421   MT  0.99969340   -0 29 44.9
 AA7051
 AA7051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7051!SPC AL W     -   0.99999896  x   0.99995307  =   0.99995203
 AA7051!UTM  16      -   0.99999896  x   0.99969340  =   0.99969236
 AA7051
 AA7051                          SUPERSEDED SURVEY CONTROL
 AA7051
 AA7051  ELLIP H (07/21/95)    6.66   (m)                       GP(       ) 3 2
 AA7051  NGVD 29 (07/21/95)   35.3    (m)          116.     (f) GPS OBS        
 AA7051
 AA7051.Superseded values are not recommended for survey control.
 AA7051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7051.See file dsdata.txt to determine how the superseded data were derived.
 AA7051
 AA7051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA1297084652(NAD 83)
 AA7051_MARKER: DD = SURVEY DISK
 AA7051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7051_STAMPING: 46-48 1994
 AA7051_MARK LOGO: ALHD  
 AA7051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7051+STABILITY: SURFACE MOTION
 AA7051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7051+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7051
 AA7051  HISTORY     - Date     Condition        Report By
 AA7051  HISTORY     - 1994     MONUMENTED       ALHD
 AA7051
 AA7051                          STATION DESCRIPTION
 AA7051
 AA7051'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7051'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA7051'OF ALA 28, ABOUT 9.05 MI (14.56 KM) SOUTH-SOUTHWEST OF DEMOPOLIS AND
 AA7051'ABOUT 9.55 MI (15.37 KM) NORTHWEST OF LINDEN. TO REACH THE STATION
 AA7051'FROM THE JUNCTION OF U.S. 43 AND ALA 28 WEST (MILE POST 43.45 ON ALA
 AA7051'28 AND MILE POST 124.65 ON U.S. 43) IN LINDEN, DRIVE NORTHWEST ON ALA
 AA7051'28 FOR 10.60 MI (17.06 KM) TO MILE POST 32.85 AND THE STATION ON THE
 AA7051'LEFT. THE STATION IS 57.2 FT (17.4 M) SOUTHWEST OF THE CENTERLINE OF
 AA7051'ALA 28, 130.6 FT (39.8 M) SOUTH-SOUTHWEST OF A POWER POLE ACROSS THE
 AA7051'ROAD, 134.4 FT (41.0 M) WEST-SOUTHWEST OF A CROSS TIE POST IN THE
 AA7051'FENCE LINE ACROSS THE ROAD, 1.6 FT (0.5 M) NORTHEAST OF A CARSONITE
 AA7051'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 46-47 1994 MAY BE
 AA7051'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7052 ***********************************************************************
 AA7052  DESIGNATION -  46 49
 AA7052  PID         -  AA7052
 AA7052  STATE/COUNTY-  AL/MARENGO
 AA7052  USGS QUAD   -  JEFFERSON (1986)
 AA7052
 AA7052                         *CURRENT SURVEY CONTROL
 AA7052  ___________________________________________________________________
 AA7052* NAD 83(1992)-  32 26 48.13900(N)    087 59 36.70721(W)     ADJUSTED  
 AA7052* NAVD 88     -        27.6    (meters)      91.     (feet)  VERTCON   
 AA7052  ___________________________________________________________________
 AA7052  X           -     188,634.098 (meters)                     COMP
 AA7052  Y           -  -5,384,340.653 (meters)                     COMP
 AA7052  Z           -   3,402,336.511 (meters)                     COMP
 AA7052  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AA7052  ELLIP HEIGHT-          -1.18  (meters)          (07/29/02) GPS OBS
 AA7052  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA7052
 AA7052  HORZ ORDER  -  FIRST
 AA7052  ELLP ORDER  -  FOURTH    CLASS I
 AA7052
 AA7052.The horizontal coordinates were established by GPS observations
 AA7052.and adjusted by the National Geodetic Survey in July 1995..
 AA7052
 AA7052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7052
 AA7052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7052
 AA7052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7052
 AA7052.The ellipsoidal height was determined by GPS observations
 AA7052.and is referenced to NAD 83.
 AA7052
 AA7052.The geoid height was determined by GEOID03.
 AA7052
 AA7052;                    North         East     Units Scale Factor Converg.
 AA7052;SPC AL W     -   271,363.654   553,595.186   MT  0.99995988   -0 15 53.2
 AA7052;UTM  16      - 3,590,385.792   406,611.634   MT  0.99970755   -0 31 59.1
 AA7052
 AA7052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7052!SPC AL W     -   1.00000019  x   0.99995988  =   0.99996007
 AA7052!UTM  16      -   1.00000019  x   0.99970755  =   0.99970774
 AA7052
 AA7052                          SUPERSEDED SURVEY CONTROL
 AA7052
 AA7052  ELLIP H (07/21/95)   -1.13   (m)                       GP(       ) 3 2
 AA7052  NGVD 29 (07/21/95)   27.6    (m)           91.     (f) GPS OBS        
 AA7052
 AA7052.Superseded values are not recommended for survey control.
 AA7052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7052.See file dsdata.txt to determine how the superseded data were derived.
 AA7052
 AA7052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0661290386(NAD 83)
 AA7052_MARKER: DD = SURVEY DISK
 AA7052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7052_STAMPING: 46-49 1994
 AA7052_MARK LOGO: ALHD  
 AA7052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7052+STABILITY: SURFACE MOTION
 AA7052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7052+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2001
 AA7052
 AA7052  HISTORY     - Date     Condition        Report By
 AA7052  HISTORY     - 1994     MONUMENTED       ALHD
 AA7052  HISTORY     - 20010615 GOOD             ALHD
 AA7052
 AA7052                          STATION DESCRIPTION
 AA7052
 AA7052'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7052'THE STATION IS LOCATED IN MARENGO COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7052'U.S. 80 AND ALA 28, ABOUT 9.95 MI (16.01 KM) SOUTHWEST OF DEMOPOLIS
 AA7052'AND ABOUT 14.90 MI (23.98 KM) NORTHWEST OF LINDEN. TO REACH THE
 AA7052'STATION FROM THE JUNCTION OF U.S. 43 NORTH AND U.S. 80 WEST (MILE POST
 AA7052'36.75 0N U.S. 80 AND MILE POST 140.15 ON U.S. 43) AT A TRAFFIC LIGHT
 AA7052'IN DEMOPOLIS, DRIVE SOUTHWEST ON U.S. 80 FOR 9.85 MI (15.85 KM) TO
 AA7052'MILE POST 26.90 AND ALA 28 EAST ON THE LEFT, CONTINUE NORTHWEST ON
 AA7052'U.S. 80 AND ALA 28 FOR 0.60 MI (0.97 KM) TO MILE POST 26.30 AND THE
 AA7052'STATION ON THE RIGHT. THE STATION IS 75.4 FT (23.0 M) NORTH-NORTHEAST
 AA7052'OF THE CENTERLINE OF U.S. 80 AND ALA 28, 147.0 FT (44.8 M) EAST OF THE
 AA7052'EAST END OF AN EIGHTEEN-INCH BCCM PIPE UNDER A FIELD ROAD, 160.0 FT
 AA7052'(48.8 M) EAST-SOUTHEAST OF THE CENTER OF A FIELD ROAD, 2.0 FT (0.6 M)
 AA7052'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7052'GROUND. STATION 46-50 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7052
 AA7052                          STATION RECOVERY (2001)
 AA7052
 AA7052'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3224 ***********************************************************************
 CN3224  DESIGNATION -  46 5
 CN3224  PID         -  CN3224
 CN3224  STATE/COUNTY-  AL/MARENGO
 CN3224  USGS QUAD   -  FLATWOOD (1978)
 CN3224
 CN3224                         *CURRENT SURVEY CONTROL
 CN3224  ___________________________________________________________________
 CN3224* NAD 83(1992)-  32 14 07.94364(N)    087 37 29.39442(W)     ADJUSTED  
 CN3224* NAVD 88     -        52.6    (meters)     173.     (feet)  VERTCON   
 CN3224  ___________________________________________________________________
 CN3224  X           -     223,798.193 (meters)                     COMP
 CN3224  Y           -  -5,395,552.966 (meters)                     COMP
 CN3224  Z           -   3,382,565.779 (meters)                     COMP
 CN3224  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 CN3224  ELLIP HEIGHT-          24.18  (meters)          (07/29/02) GPS OBS
 CN3224  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CN3224
 CN3224  HORZ ORDER  -  FIRST
 CN3224  ELLP ORDER  -  FOURTH    CLASS I
 CN3224
 CN3224.The horizontal coordinates were established by GPS observations
 CN3224.and adjusted by the National Geodetic Survey in December 1992..
 CN3224
 CN3224.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3224.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3224
 CN3224.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3224
 CN3224.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3224
 CN3224.The ellipsoidal height was determined by GPS observations
 CN3224.and is referenced to NAD 83.
 CN3224
 CN3224.The geoid height was determined by GEOID03.
 CN3224
 CN3224;                    North         East     Units Scale Factor Converg.
 CN3224;SPC AL W     -   247,848.103   588,235.287   MT  0.99993504   -0 03 59.7
 CN3224;UTM  16      - 3,566,715.219   441,132.167   MT  0.99964273   -0 19 59.9
 CN3224
 CN3224!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3224!SPC AL W     -   0.99999620  x   0.99993504  =   0.99993124
 CN3224!UTM  16      -   0.99999620  x   0.99964273  =   0.99963893
 CN3224
 CN3224|---------------------------------------------------------------------|
 CN3224| PID    Reference Object                     Distance      Geod. Az  |
 CN3224|                                                           dddmmss.s |
 CN3224| CN3197 46 4                                399.067 METERS 18459     |
 CN3224|---------------------------------------------------------------------|
 CN3224
 CN3224                          SUPERSEDED SURVEY CONTROL
 CN3224
 CN3224  ELLIP H (12/04/92)   24.24   (m)                       GP(       ) 4 1
 CN3224  NAD 83(1986)-  32 14 07.95278(N)    087 37 29.39591(W) AD(       ) 1
 CN3224  NGVD 29 (12/04/92)   52.5    (m)          172.     (f) GPS OBS        
 CN3224
 CN3224.Superseded values are not recommended for survey control.
 CN3224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3224.See file dsdata.txt to determine how the superseded data were derived.
 CN3224
 CN3224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4113266715(NAD 83)
 CN3224_MARKER: DD = SURVEY DISK
 CN3224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3224_SP_SET: CONCRETE POST
 CN3224_STAMPING: 46-5 1991
 CN3224_MARK LOGO: ALHD  
 CN3224_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3224+STABILITY: SURFACE MOTION
 CN3224_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3224+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3224
 CN3224  HISTORY     - Date     Condition        Report By
 CN3224  HISTORY     - 1991     MONUMENTED       ALHD
 CN3224
 CN3224                          STATION DESCRIPTION
 CN3224
 CN3224'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3224'THE STATION IS LOCATED IN MARENGO COUNTY ON THE EAST RIGHT OF WAY OF
 CN3224'ALA 25, ABOUT 3.54 KM (2.20 MI) SOUTH OF THOMASTON AND ABOUT 18.83 KM
 CN3224'(11.70 MI) NORTHEAST OF DIXONS MILL.
 CN3224'TO REACH THE STATION FROM THE JUNCTION OF ALA 25 AND ALA 28 (MILE POST
 CN3224'21.20 ON ALA 25) IN THOMASTON, DRIVE SOUTH ON ALA 25 3.46 KM
 CN3224'(2.15 MI) TO MILE POST 19.05 AND THE STATION ON THE LEFT.
 CN3224'THE STATION IS 16.25 M (53.31 FT) EAST OF THE CENTERLINE OF ALA 25,
 CN3224'33.13 M (108.69 FT) EAST - SOUTHEAST OF A POWER POLE ACROSS ALA 25,
 CN3224'60.96 M (200.00 FT) NORTH OF MILE POST 19, AND 1.8 FT (0.5 M) WEST OF
 CN3224'A CARSONITE WITNESS POST.
 CN3224'STATION 46-4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7053 ***********************************************************************
 AA7053  DESIGNATION -  46 50
 AA7053  PID         -  AA7053
 AA7053  STATE/COUNTY-  AL/MARENGO
 AA7053  USGS QUAD   -  JEFFERSON (1986)
 AA7053
 AA7053                         *CURRENT SURVEY CONTROL
 AA7053  ___________________________________________________________________
 AA7053* NAD 83(1992)-  32 26 35.04861(N)    087 59 12.05664(W)     ADJUSTED  
 AA7053* NAVD 88     -        28.8    (meters)      94.     (feet)  VERTCON   
 AA7053  ___________________________________________________________________
 AA7053  X           -     189,285.212 (meters)                     COMP
 AA7053  Y           -  -5,384,535.307 (meters)                     COMP
 AA7053  Z           -   3,401,996.876 (meters)                     COMP
 AA7053  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AA7053  ELLIP HEIGHT-           0.05  (meters)          (07/29/02) GPS OBS
 AA7053  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA7053
 AA7053  HORZ ORDER  -  FIRST
 AA7053  ELLP ORDER  -  FOURTH    CLASS I
 AA7053
 AA7053.The horizontal coordinates were established by GPS observations
 AA7053.and adjusted by the National Geodetic Survey in July 1995..
 AA7053
 AA7053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7053
 AA7053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7053
 AA7053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7053
 AA7053.The ellipsoidal height was determined by GPS observations
 AA7053.and is referenced to NAD 83.
 AA7053
 AA7053.The geoid height was determined by GEOID03.
 AA7053
 AA7053;                    North         East     Units Scale Factor Converg.
 AA7053;SPC AL W     -   270,957.482   554,237.189   MT  0.99995915   -0 15 39.9
 AA7053;UTM  16      - 3,589,976.723   407,251.566   MT  0.99970608   -0 31 45.7
 AA7053
 AA7053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7053!SPC AL W     -   0.99999999  x   0.99995915  =   0.99995914
 AA7053!UTM  16      -   0.99999999  x   0.99970608  =   0.99970607
 AA7053
 AA7053                          SUPERSEDED SURVEY CONTROL
 AA7053
 AA7053  ELLIP H (07/21/95)    0.11   (m)                       GP(       ) 3 2
 AA7053  NGVD 29 (07/21/95)   28.8    (m)           94.     (f) GPS OBS        
 AA7053
 AA7053.Superseded values are not recommended for survey control.
 AA7053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7053.See file dsdata.txt to determine how the superseded data were derived.
 AA7053
 AA7053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0725289977(NAD 83)
 AA7053_MARKER: DD = SURVEY DISK
 AA7053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7053_STAMPING: 46-50 1994
 AA7053_MARK LOGO: ALHD  
 AA7053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7053+STABILITY: SURFACE MOTION
 AA7053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7053+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA7053
 AA7053  HISTORY     - Date     Condition        Report By
 AA7053  HISTORY     - 1994     MONUMENTED       ALHD
 AA7053  HISTORY     - 20010615 GOOD             ALHD
 AA7053  HISTORY     - 20040901 GOOD             JCLS
 AA7053
 AA7053                          STATION DESCRIPTION
 AA7053
 AA7053'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7053'THE STATION IS LOCATED IN MARENGO COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7053'U.S. 80 AND ALA 28, ABOUT 9.70 MI (15.61 KM) SOUTHWEST OF DEMOPOLIS
 AA7053'AND ABOUT 14.45 MI (23.25 KM) NORTHWEST OF LINDEN. TO REACH THE
 AA7053'STATION FROM THE JUNCTION OF U.S. 43 NORTH AND U.S. 80 WEST (MILE POST
 AA7053'36.75 0N U.S. 80 AND MILE POST 140.15 ON U.S. 43) AT A TRAFFIC LIGHT
 AA7053'IN DEMOPOLIS, DRIVE SOUTHWEST ON U.S. 80 FOR 9.85 MI (15.85 KM) TO
 AA7053'MILE POST 26.90 AND ALA 28 EAST ON THE LEFT, CONTINUE NORTHWEST ON
 AA7053'U.S. 80 AND ALA 28 FOR 0.15 MI (0.24 KM) TO MILE POST 26.75 AND THE
 AA7053'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF
 AA7053'A FOUR STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS, 18.0 FT (5.5 M)
 AA7053'WEST-NORTHWEST OF U.S.C.E. MARK RM - 3 3 - R 8, 18.5 FT (5.6 M)
 AA7053'WEST-NORTHWEST OF A YELLOW CARSONITE U.S.C.E. WITNESS POST, 79.0 FT
 AA7053'(24.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF U.S. 80 AND ALA 28,
 AA7053'105.3 FT (32.1 M) SOUTH OF A SPEED LIMIT 55 SIGN ACROSS THE ROAD,
 AA7053'121.0 FT (36.9 M) WEST-NORTHWEST OF A TEN-INCH WOOD POST AT THE
 AA7053'NORTHEAST CORNER OF THE FENCE, 133.7 FT (40.8 M) SOUTH-SOUTHWEST OF
 AA7053'TELEPHONE CABLE PEDESTAL NO. 91 N 1 1/2 ACROSS THE ROAD, 2.9 FT (0.9
 AA7053'M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7053'GROUND. STATION 46-49 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7053
 AA7053                          STATION RECOVERY (2001)
 AA7053
 AA7053'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7053'RECOVERED IN GOOD CONDITION.
 AA7053
 AA7053                          STATION RECOVERY (2004)
 AA7053
 AA7053'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA7053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3225 ***********************************************************************
 CN3225  DESIGNATION -  46 6
 CN3225  PID         -  CN3225
 CN3225  STATE/COUNTY-  AL/MARENGO
 CN3225  USGS QUAD   -  LINDEN (1986)
 CN3225
 CN3225                         *CURRENT SURVEY CONTROL
 CN3225  ___________________________________________________________________
 CN3225* NAD 83(1992)-  32 18 34.49131(N)    087 47 41.64690(W)     ADJUSTED  
 CN3225* NAVD 88     -        53.2    (meters)     175.     (feet)  VERTCON   
 CN3225  ___________________________________________________________________
 CN3225  X           -     207,613.033 (meters)                     COMP
 CN3225  Y           -  -5,391,813.179 (meters)                     COMP
 CN3225  Z           -   3,389,508.234 (meters)                     COMP
 CN3225  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CN3225  ELLIP HEIGHT-          24.71  (meters)          (07/29/02) GPS OBS
 CN3225  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CN3225
 CN3225  HORZ ORDER  -  FIRST
 CN3225  ELLP ORDER  -  FOURTH    CLASS I
 CN3225
 CN3225.The horizontal coordinates were established by GPS observations
 CN3225.and adjusted by the National Geodetic Survey in December 1992..
 CN3225
 CN3225.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3225.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3225
 CN3225.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3225
 CN3225.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3225
 CN3225.The ellipsoidal height was determined by GPS observations
 CN3225.and is referenced to NAD 83.
 CN3225
 CN3225.The geoid height was determined by GEOID03.
 CN3225
 CN3225;                    North         East     Units Scale Factor Converg.
 CN3225;SPC AL W     -   256,089.445   572,229.627   MT  0.99994284   -0 09 27.4
 CN3225;UTM  16      - 3,575,028.701   425,169.603   MT  0.99966905   -0 25 29.6
 CN3225
 CN3225!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3225!SPC AL W     -   0.99999612  x   0.99994284  =   0.99993896
 CN3225!UTM  16      -   0.99999612  x   0.99966905  =   0.99966517
 CN3225
 CN3225|---------------------------------------------------------------------|
 CN3225| PID    Reference Object                     Distance      Geod. Az  |
 CN3225|                                                           dddmmss.s |
 CN3225| CN3062 LINDEN MAG STA                      241.993 METERS 31018     |
 CN3225|---------------------------------------------------------------------|
 CN3225
 CN3225                          SUPERSEDED SURVEY CONTROL
 CN3225
 CN3225  ELLIP H (12/04/92)   24.77   (m)                       GP(       ) 4 1
 CN3225  NAD 83(1986)-  32 18 34.49747(N)    087 47 41.65238(W) AD(       ) 1
 CN3225  NGVD 29 (12/04/92)   53.1    (m)          174.     (f) GPS OBS        
 CN3225
 CN3225.Superseded values are not recommended for survey control.
 CN3225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3225.See file dsdata.txt to determine how the superseded data were derived.
 CN3225
 CN3225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2517075029(NAD 83)
 CN3225_MARKER: DD = SURVEY DISK
 CN3225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3225_SP_SET: CONCRETE POST
 CN3225_STAMPING: 45-6 1991
 CN3225_MARK LOGO: ALHD  
 CN3225_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3225+STABILITY: SURFACE MOTION
 CN3225_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3225+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3225
 CN3225  HISTORY     - Date     Condition        Report By
 CN3225  HISTORY     - 1991     MONUMENTED       ALHD
 CN3225
 CN3225                          STATION DESCRIPTION
 CN3225
 CN3225'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3225'THE STATION IS LOCATED IN MARENGO COUNTY ON THE EAST RIGHT OF WAY OF
 CN3225'BOGGS STREET IN LINDEN.
 CN3225'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND ALA 28 AT THE
 CN3225'MARENGO COUNTY COURT HOUSE IN LINDEN, DRIVE NORTH ON U. S. 43 0.48 KM
 CN3225'(0.30 MI) TO E CENTER AVE ON THE RIGHT, TURN RIGHT ON E CENTER AVE
 CN3225'AND DRIVE EAST 0.16 KM (0.10 MI) TO A FOUR WAY STOP, CONTINUE EAST ON
 CN3225'E CENTER AVE 0.08 KM (0.05 MI) TO BOGGS STREET ON THE RIGHT, TURN
 CN3225'RIGHT ON BOGGS STREET AND DRIVE SOUTH 0.08 KM (0.05 MI) TO THE
 CN3225'STATION ON THE LEFT.
 CN3225'THE STATION IS 1.80 M (5.91 FT) WEST - SOUTHWEST OF A HOGWIRE FENCE
 CN3225'WITH TWO STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 3.66 M (12.01 FT)
 CN3225'EAST - NORTHEAST OF BOGGS STREET, 5.18 M (16.99 FT) NORTHWEST OF
 CN3225'TRANSFORMER POWER POLE NO. 5289, 13.35 M (43.80 FT) SOUTH - SOUTHEAST
 CN3225'OF TRANSFORMER POWER POLE NO. 3045 AND TELEPHONE CABLE PEDESTAL NO.
 CN3225'315, 24.26 M (79.59 FT) EAST - NORTHEAST OF THE SOUTHEAST CORNER OF A
 CN3225'LARGE BRICK RESIDENCE (316 BOGGS ST) ACROSS BOGGS STREET, 30.11 M
 CN3225'(98.79 FT) EAST - NORTHEAST OF THE NORTHEAST CORNER OF A LARGE BRICK
 CN3225'RESIDENCE (316 BOGGS ST) ACROSS BOGGS STREET, AND 4.5 FT (1.4 M)
 CN3225'WEST-SOUTHWEST OF A CARSONITE POST.
 CN3225'LINDEN MAG STATION MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1597 ***********************************************************************
 CO1597  DESIGNATION -  46 7
 CO1597  PID         -  CO1597
 CO1597  STATE/COUNTY-  AL/MARENGO
 CO1597  USGS QUAD   -  PUTNAM (1978)
 CO1597
 CO1597                         *CURRENT SURVEY CONTROL
 CO1597  ___________________________________________________________________
 CO1597* NAD 83(1992)-  32 00 30.42070(N)    088 01 06.68634(W)     ADJUSTED  
 CO1597* NAVD 88     -        42.5    (meters)     139.     (feet)  VERTCON   
 CO1597  ___________________________________________________________________
 CO1597  X           -     187,181.846 (meters)                     COMP
 CO1597  Y           -  -5,410,337.410 (meters)                     COMP
 CO1597  Z           -   3,361,234.030 (meters)                     COMP
 CO1597  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CO1597  ELLIP HEIGHT-          15.09  (meters)          (07/29/02) GPS OBS
 CO1597  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CO1597
 CO1597  HORZ ORDER  -  FIRST
 CO1597  ELLP ORDER  -  FOURTH    CLASS I
 CO1597
 CO1597.The horizontal coordinates were established by GPS observations
 CO1597.and adjusted by the National Geodetic Survey in December 1992..
 CO1597
 CO1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1597
 CO1597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1597
 CO1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1597
 CO1597.The ellipsoidal height was determined by GPS observations
 CO1597.and is referenced to NAD 83.
 CO1597
 CO1597.The geoid height was determined by GEOID03.
 CO1597
 CO1597;                    North         East     Units Scale Factor Converg.
 CO1597;SPC AL W     -   222,778.707   551,010.505   MT  0.99996292   -0 16 29.4
 CO1597;UTM  16      - 3,541,825.573   403,801.553   MT  0.99971413   -0 32 23.7
 CO1597
 CO1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1597!SPC AL W     -   0.99999763  x   0.99996292  =   0.99996055
 CO1597!UTM  16      -   0.99999763  x   0.99971413  =   0.99971176
 CO1597
 CO1597:                Primary Azimuth Mark                     Grid Az
 CO1597:SPC AL W     -  46 8                                     271 11 36.3
 CO1597:UTM  16      -  46 8                                     271 27 30.6
 CO1597
 CO1597|---------------------------------------------------------------------|
 CO1597| PID    Reference Object                     Distance      Geod. Az  |
 CO1597|                                                           dddmmss.s |
 CO1597| CO1598 46 8                                426.569 METERS 2705506.9 |
 CO1597|---------------------------------------------------------------------|
 CO1597
 CO1597                          SUPERSEDED SURVEY CONTROL
 CO1597
 CO1597  ELLIP H (12/04/92)   15.10   (m)                       GP(       ) 4 1
 CO1597  NAD 83(1986)-  32 00 30.43554(N)    088 01 06.69205(W) AD(       ) 1
 CO1597  NGVD 29 (12/04/92)   42.5    (m)          139.     (f) GPS OBS        
 CO1597
 CO1597.Superseded values are not recommended for survey control.
 CO1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1597.See file dsdata.txt to determine how the superseded data were derived.
 CO1597
 CO1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0380241826(NAD 83)
 CO1597_MARKER: DD = SURVEY DISK
 CO1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1597_SP_SET: CONCRETE POST
 CO1597_STAMPING: 46-7 1990
 CO1597_MARK LOGO: ALHD  
 CO1597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1597+STABILITY: SURFACE MOTION
 CO1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1597+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1991
 CO1597
 CO1597  HISTORY     - Date     Condition        Report By
 CO1597  HISTORY     - 1990     MONUMENTED       ALHD
 CO1597  HISTORY     - 19910319 GOOD
 CO1597
 CO1597                          STATION DESCRIPTION
 CO1597
 CO1597'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1597'THE STATION IS LOCATED IN MARENGO COUNTY ON THE NORTH RIGHT OF WAY OF
 CO1597'ALA 69, ABOUT 22.37 KM (13.90 MI) WEST - SOUTHWEST OF DIXONS MILL AND
 CO1597'ABOUT 27.68 KM (17.20 MI) SOUTH - SOUTHWEST OF MYRTLEWOOD.
 CO1597'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 69 (MILE POST
 CO1597'54.85 ON ALA 69) AT NANAFALIA, DRIVE SOUTH ON ALA 69 14.40 KM
 CO1597'(8.95 MI) TO MILE POST 45.90 AND THE STATION ON THE LEFT.
 CO1597'THE STATION IS 3.38 M (11.09 FT) SOUTHWEST OF THE WEST POST OF A GAP
 CO1597'IN THE FENCE, 12.59 M (41.31 FT) NORTH - NORTHWEST OF THE CENTERLINE
 CO1597'OF ALA 69, 0.46 M (1.51 FT) SOUTH - SOUTHWEST OF A CARSONITE WITNESS
 CO1597'POST, AND SET FLUSH WITH THE GROUND.
 CO1597'STATION 46-8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1597
 CO1597                          STATION RECOVERY (1991)
 CO1597
 CO1597'RECOVERED 1991
 CO1597'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1598 ***********************************************************************
 CO1598  DESIGNATION -  46 8
 CO1598  PID         -  CO1598
 CO1598  STATE/COUNTY-  AL/MARENGO
 CO1598  USGS QUAD   -  PUTNAM (1978)
 CO1598
 CO1598                         *CURRENT SURVEY CONTROL
 CO1598  ___________________________________________________________________
 CO1598* NAD 83(1992)-  32 00 30.64243(N)    088 01 22.93718(W)     ADJUSTED  
 CO1598* NAVD 88     -        44.7    (meters)     147.     (feet)  VERTCON   
 CO1598  ___________________________________________________________________
 CO1598  X           -     186,755.523 (meters)                     COMP
 CO1598  Y           -  -5,410,350.362 (meters)                     COMP
 CO1598  Z           -   3,361,240.972 (meters)                     COMP
 CO1598  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CO1598  ELLIP HEIGHT-          17.26  (meters)          (07/29/02) GPS OBS
 CO1598  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CO1598
 CO1598  HORZ ORDER  -  FIRST
 CO1598  ELLP ORDER  -  FOURTH    CLASS I
 CO1598
 CO1598.The horizontal coordinates were established by GPS observations
 CO1598.and adjusted by the National Geodetic Survey in December 1992..
 CO1598
 CO1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1598
 CO1598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1598
 CO1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1598
 CO1598.The ellipsoidal height was determined by GPS observations
 CO1598.and is referenced to NAD 83.
 CO1598
 CO1598.The geoid height was determined by GEOID03.
 CO1598
 CO1598;                    North         East     Units Scale Factor Converg.
 CO1598;SPC AL W     -   222,787.591   550,584.044   MT  0.99996344   -0 16 38.1
 CO1598;UTM  16      - 3,541,836.427   403,375.244   MT  0.99971514   -0 32 32.3
 CO1598
 CO1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1598!SPC AL W     -   0.99999729  x   0.99996344  =   0.99996073
 CO1598!UTM  16      -   0.99999729  x   0.99971514  =   0.99971243
 CO1598
 CO1598:                Primary Azimuth Mark                     Grid Az
 CO1598:SPC AL W     -  46 7                                     091 11 36.4
 CO1598:UTM  16      -  46 7                                     091 27 30.6
 CO1598
 CO1598|---------------------------------------------------------------------|
 CO1598| PID    Reference Object                     Distance      Geod. Az  |
 CO1598|                                                           dddmmss.s |
 CO1598| CO1597 46 7                                426.569 METERS 0905458.3 |
 CO1598|---------------------------------------------------------------------|
 CO1598
 CO1598                          SUPERSEDED SURVEY CONTROL
 CO1598
 CO1598  ELLIP H (12/04/92)   17.27   (m)                       GP(       ) 4 1
 CO1598  NAD 83(1986)-  32 00 30.65729(N)    088 01 22.94290(W) AD(       ) 1
 CO1598  NGVD 29 (12/04/92)   44.6    (m)          146.     (f) GPS OBS        
 CO1598
 CO1598.Superseded values are not recommended for survey control.
 CO1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1598.See file dsdata.txt to determine how the superseded data were derived.
 CO1598
 CO1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0337541836(NAD 83)
 CO1598_MARKER: DD = SURVEY DISK
 CO1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1598_SP_SET: CONCRETE POST
 CO1598_STAMPING: 46-8 1990
 CO1598_MARK LOGO: ALHD  
 CO1598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1598+STABILITY: SURFACE MOTION
 CO1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1598+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1991
 CO1598
 CO1598  HISTORY     - Date     Condition        Report By
 CO1598  HISTORY     - 1990     MONUMENTED       ALHD
 CO1598  HISTORY     - 19910319 GOOD
 CO1598
 CO1598                          STATION DESCRIPTION
 CO1598
 CO1598'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1598'THE STATION IS LOCATED IN MARENGO COUNTY ON THE NORTH RIGHT OF WAY OF
 CO1598'ALA 69, ABOUT 22.85 KM (14.20 MI) WEST - SOUTHWEST OF DIXONS MILL AND
 CO1598'ABOUT 27.84 KM (17.30 MI) SOUTH - SOUTHWEST OF MYRTLEWOOD.
 CO1598'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 69 (MILE POST
 CO1598'54.85 ON ALA 69) AT NANAFALIA, DRIVE SOUTH ON ALA 69 14.00 KM
 CO1598'(8.70 MI) TO MILE POST 46.15 AND THE STATION ON THE LEFT.
 CO1598'THE STATION IS 3.35 M (10.99 FT) SOUTH - SOUTHEAST OF A KUDZU COVERED
 CO1598'FENCE, 12.13 M (39.80 FT) NORTH - NORTHWEST OF THE CENTERLINE OF ALA
 CO1598'69, 30.78 M (100.98 FT) WEST - SOUTHWEST OF A JUNCTION POWER POLE,
 CO1598'0.67 M (2.20 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 CO1598'WITH THE GROUND.
 CO1598'STATION 46-7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1598
 CO1598                          STATION RECOVERY (1991)
 CO1598
 CO1598'RECOVERED 1991
 CO1598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3226 ***********************************************************************
 CN3226  DESIGNATION -  46 9
 CN3226  PID         -  CN3226
 CN3226  STATE/COUNTY-  AL/MARENGO
 CN3226  USGS QUAD   -  OLD SPRING HILL (1970)
 CN3226
 CN3226                         *CURRENT SURVEY CONTROL
 CN3226  ___________________________________________________________________
 CN3226* NAD 83(1992)-  32 23 25.65086(N)    087 47 44.24973(W)     ADJUSTED  
 CN3226* NAVD 88     -        49.0    (meters)     161.     (feet)  VERTCON   
 CN3226  ___________________________________________________________________
 CN3226  X           -     207,360.261 (meters)                     COMP
 CN3226  Y           -  -5,387,016.608 (meters)                     COMP
 CN3226  Z           -   3,397,082.724 (meters)                     COMP
 CN3226  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CN3226  ELLIP HEIGHT-          20.41  (meters)          (07/29/02) GPS OBS
 CN3226  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN3226
 CN3226  HORZ ORDER  -  FIRST
 CN3226  ELLP ORDER  -  FOURTH    CLASS I
 CN3226
 CN3226.The horizontal coordinates were established by GPS observations
 CN3226.and adjusted by the National Geodetic Survey in December 1992..
 CN3226
 CN3226.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3226.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3226
 CN3226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3226
 CN3226.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3226
 CN3226.The ellipsoidal height was determined by GPS observations
 CN3226.and is referenced to NAD 83.
 CN3226
 CN3226.The geoid height was determined by GEOID03.
 CN3226
 CN3226;                    North         East     Units Scale Factor Converg.
 CN3226;SPC AL W     -   265,057.847   572,186.303   MT  0.99994287   -0 09 30.1
 CN3226;UTM  16      - 3,583,994.752   425,168.161   MT  0.99966905   -0 25 34.4
 CN3226
 CN3226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3226!SPC AL W     -   0.99999680  x   0.99994287  =   0.99993967
 CN3226!UTM  16      -   0.99999680  x   0.99966905  =   0.99966585
 CN3226
 CN3226                          SUPERSEDED SURVEY CONTROL
 CN3226
 CN3226  ELLIP H (12/04/92)   20.47   (m)                       GP(       ) 4 1
 CN3226  NAD 83(1986)-  32 23 25.65790(N)    087 47 44.25568(W) AD(       ) 1
 CN3226  NGVD 29 (12/04/92)   49.0    (m)          161.     (f) GPS OBS        
 CN3226
 CN3226.Superseded values are not recommended for survey control.
 CN3226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3226.See file dsdata.txt to determine how the superseded data were derived.
 CN3226
 CN3226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2516883995(NAD 83)
 CN3226_MARKER: DD = SURVEY DISK
 CN3226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3226_SP_SET: CONCRETE POST
 CN3226_STAMPING: 46-9 1991
 CN3226_MARK LOGO: ALHD  
 CN3226_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3226+STABILITY: SURFACE MOTION
 CN3226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3226+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3226
 CN3226  HISTORY     - Date     Condition        Report By
 CN3226  HISTORY     - 1991     MONUMENTED       ALHD
 CN3226
 CN3226                          STATION DESCRIPTION
 CN3226
 CN3226'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3226'THE STATION IS LOCATED IN MARENGO COUNTY ON AN ALABAMA POWER COMPANY
 CN3226'RIGHT OF WAY, ABOUT 9.17 KM (5.70 MI) NORTH OF LINDEN AND ABOUT 26.23
 CN3226'KM (16.30 MI) SOUTH - SOUTHEAST OF DEMOPOLIS.
 CN3226'TO REACH THE STATION FROM THE JUNCTION OF U.S 43 AND ALA 69 NORTH
 CN3226'(MILE POST 127.20 ON U. S. 43) IN PROVIDENCE, DRIVE NORTH ON U. S. 43
 CN3226'5.87 KM (3.65 MI) TO MILE POST 130.85 AND A GRAVEL DRIVEWAY ON THE
 CN3226'LEFT, TURN LEFT ON THE GRAVEL DRIVEWAY AND DRIVE WEST 0.08 KM
 CN3226'(0.05 MI) TO A RED STEEL GATE INTO A BARN YARD, PASS THROUGH THE GATE
 CN3226'AND CONTINUE WEST, AROUND THE BARN, 0.72 KM (0.45 MI) TO A HIGH
 CN3226'VOLTAGE POWER LINE RIGHT OF WAY, TURN LEFT ALONG THE RIGHT OF WAY AND
 CN3226'DRIVE SOUTH 0.16 KM (0.10 MI) TO THE STATION NEAR AN EAST - WEST
 CN3226'FENCE ACROSS THE POWER LINE RIGHT OF WAY.
 CN3226'THE STATION IS LOCATED NEAR THE CENTER OF AN ALABAMA POWER COMPANY
 CN3226'RIGHT OF WAY FOR TWO HIGH VOLTAGE POWER LINES, BETWEEN BENTS 60 AND
 CN3226'61 ON THE EAST POWER LINE AND BETWEEN BENTS 61 AND 62 ON THE WEST
 CN3226'POWER LINE, 1.04 M (3.41 FT) NORTH OF A FIVE STRAND BARBED WIRE FENCE
 CN3226'ON WOOD POSTS, 9.75 M (31.99 FT) WEST - NORTHWEST OF THE WEST POST OF
 CN3226'A CATTLE GAP, 11.73 M (38.48 FT) WEST OF THE CENTER OF A WOODS ROAD
 CN3226'UNDER THE POWER LINES, 0.98 M (3.22 FT) NORTH OF A CARSONITE WITNESS
 CN3226'POST, AND SET FLUSH WITH THE GROUND.
 CN3226'STATION 46-10 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3226'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 CN3226'MR. THOMAS J. GROSS   BRICK HOUSE NORTH OF DRIVEWAY
 CN3226'ROUTE 1, BOX 503
 CN3226'GALLION, ALABAMA 36742
 CN3226'PHONE 205 - 289 - 0369.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1489 ***********************************************************************
 BT1489  DESIGNATION -  46 CMP
 BT1489  PID         -  BT1489
 BT1489  STATE/COUNTY-  AL/PIKE
 BT1489  USGS QUAD   -  BANKS (1968)
 BT1489
 BT1489                         *CURRENT SURVEY CONTROL
 BT1489  ___________________________________________________________________
 BT1489* NAD 83(1986)-  31 50 01.     (N)    085 51 58.     (W)     SCALED    
 BT1489* NAVD 88     -       170.438  (meters)     559.18   (feet)  ADJUSTED  
 BT1489  ___________________________________________________________________
 BT1489  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BT1489  DYNAMIC HT  -         170.236 (meters)     558.52  (feet)  COMP
 BT1489  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 BT1489
 BT1489  VERT ORDER  -  FIRST     CLASS II
 BT1489
 BT1489.The horizontal coordinates were scaled from a topographic map and have
 BT1489.an estimated accuracy of +/- 6 seconds.
 BT1489
 BT1489.The orthometric height was determined by differential leveling
 BT1489.and adjusted by the National Geodetic Survey in June 1991..
 BT1489
 BT1489.The geoid height was determined by GEOID03.
 BT1489
 BT1489.The dynamic height is computed by dividing the NAVD 88
 BT1489.geopotential number by the normal gravity value computed on the
 BT1489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1489.degrees latitude (g = 980.6199 gals.).
 BT1489
 BT1489.The modeled gravity was interpolated from observed gravity values.
 BT1489
 BT1489;                    North         East    Units  Estimated Accuracy
 BT1489;SPC AL E     -   147,860.      196,900.      MT  (+/- 180 meters Scaled)
 BT1489
 BT1489                          SUPERSEDED SURVEY CONTROL
 BT1489
 BT1489.No superseded survey control is available for this station.
 BT1489
 BT1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA072225(NAD 83)
 BT1489_MARKER: DD = SURVEY DISK
 BT1489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1489_SP_SET: CONCRETE POST
 BT1489_STAMPING: 46 CMP 1964 559
 BT1489_MARK LOGO: USGS  
 BT1489_PROJECTION: PROJECTING 3 CENTIMETERS
 BT1489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1489+STABILITY: SURFACE MOTION
 BT1489
 BT1489  HISTORY     - Date     Condition        Report By
 BT1489  HISTORY     - 1964     MONUMENTED       USGS
 BT1489  HISTORY     - 1981     GOOD             NGS
 BT1489
 BT1489                          STATION DESCRIPTION
 BT1489
 BT1489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1489'3.1 KM (1.95 MI) NW FROM BANKS.
 BT1489'3.1 KILOMETERS (1.95 MILES) NORTHWEST ALONG US HIGHWAY 29 FROM
 BT1489'THE JUNCTION OF STATE HIGHWAY 93 IN BANKS TO THE MARK ON THE LEFT,
 BT1489'10.37 METERS (34.0 FEET) SOUTHWEST FROM THE CENTER LINE OF HIGHWAY,
 BT1489'1.03 METERS (3.4 FEET) NORTHWEST FROM THE NORTH CORNER OF WOOD
 BT1489'FRAMED BUILDING, 12.2 METERS (40.0 FEET) SOUTH-SOUTHEAST FROM THE
 BT1489'EXTENDED CENTER LINE OF STATE HIGHWAY 223, 0.46 METER (1.5 FEET)
 BT1489'NORTHWEST FROM THE POWER POLE.
 BT1489'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 BT1489'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0703 ***********************************************************************
 EF0703  DESIGNATION -  47
 EF0703  PID         -  EF0703
 EF0703  STATE/COUNTY-  AL/MADISON
 EF0703  USGS QUAD   -  TRIANA (1982)
 EF0703
 EF0703                         *CURRENT SURVEY CONTROL
 EF0703  ___________________________________________________________________
 EF0703* NAD 83(1992)-  34 34 43.38607(N)    086 43 53.03608(W)     ADJUSTED  
 EF0703* NAVD 88     -       171.977  (meters)     564.23   (feet)  ADJUSTED  
 EF0703  ___________________________________________________________________
 EF0703  X           -     299,749.908 (meters)                     COMP
 EF0703  Y           -  -5,248,658.061 (meters)                     COMP
 EF0703  Z           -   3,599,566.563 (meters)                     COMP
 EF0703  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 EF0703  ELLIP HEIGHT-         143.47  (meters)          (07/29/02) GPS OBS
 EF0703  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 EF0703  DYNAMIC HT  -         171.804 (meters)     563.66  (feet)  COMP
 EF0703  MODELED GRAV-     979,626.8   (mgal)                       NAVD 88
 EF0703
 EF0703  HORZ ORDER  -  SECOND
 EF0703  VERT ORDER  -  FIRST     CLASS II
 EF0703  ELLP ORDER  -  FOURTH    CLASS I
 EF0703
 EF0703.The horizontal coordinates were established by GPS observations
 EF0703.and adjusted by the National Geodetic Survey in December 1992..
 EF0703
 EF0703.The orthometric height was determined by differential leveling
 EF0703.and adjusted by the National Geodetic Survey in June 1991..
 EF0703
 EF0703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF0703
 EF0703.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF0703
 EF0703.The ellipsoidal height was determined by GPS observations
 EF0703.and is referenced to NAD 83.
 EF0703
 EF0703.The geoid height was determined by GEOID03.
 EF0703
 EF0703.The dynamic height is computed by dividing the NAVD 88
 EF0703.geopotential number by the normal gravity value computed on the
 EF0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0703.degrees latitude (g = 980.6199 gals.).
 EF0703
 EF0703.The modeled gravity was interpolated from observed gravity values.
 EF0703
 EF0703;                    North         East     Units Scale Factor Converg.
 EF0703;SPC AL E     -   452,663.985   117,601.363   MT  1.00004365   -0 30 35.0
 EF0703;SPC AL W     -   507,978.495   670,517.951   MT  0.99999460   +0 26 10.4
 EF0703;UTM  16      - 3,826,358.925   524,635.283   MT  0.99960748   +0 09 08.8
 EF0703
 EF0703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF0703!SPC AL E     -   0.99997748  x   1.00004365  =   1.00002113
 EF0703!SPC AL W     -   0.99997748  x   0.99999460  =   0.99997208
 EF0703!UTM  16      -   0.99997748  x   0.99960748  =   0.99958497
 EF0703
 EF0703                          SUPERSEDED SURVEY CONTROL
 EF0703
 EF0703  NAD 83(1992)-  34 34 43.39097(N)    086 43 53.03093(W) AD(       ) 2
 EF0703  NGVD 29 (??/??/92)  171.940  (m)          564.11   (f) ADJ UNCH    1 2
 EF0703
 EF0703.Superseded values are not recommended for survey control.
 EF0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0703.See file dsdata.txt to determine how the superseded data were derived.
 EF0703
 EF0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2463526359(NAD 83)
 EF0703_MARKER: DB = BENCH MARK DISK
 EF0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0703_SP_SET: CONCRETE POST
 EF0703_STAMPING: BM47
 EF0703_MARK LOGO: USE   
 EF0703_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0703+STABILITY: SURFACE MOTION
 EF0703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0703+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 EF0703
 EF0703  HISTORY     - Date     Condition        Report By
 EF0703  HISTORY     - UNK      MONUMENTED       USE
 EF0703  HISTORY     - 1933     GOOD             NGS
 EF0703  HISTORY     - 1934     GOOD             NGS
 EF0703  HISTORY     - 19870303 GOOD
 EF0703  HISTORY     - 19900925 GOOD
 EF0703
 EF0703                          STATION DESCRIPTION
 EF0703
 EF0703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0703'15.75 MI SE FROM DECATUR.
 EF0703'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 143 1/4,
 EF0703'APPROX 100 FT. DOWNSTREAM FROM INDIAN CREEK.  ON CREST OF BANK ABOUT
 EF0703'25 FT. NORTH OF 40 IN. COTTONWOOD TREE.
 EF0703
 EF0703                          STATION RECOVERY (1934)
 EF0703
 EF0703'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF0703'RECOVERED IN GOOD CONDITION.
 EF0703
 EF0703                          STATION RECOVERY (1987)
 EF0703
 EF0703'RECOVERED 1987
 EF0703'RECOVERED IN GOOD CONDITION.
 EF0703
 EF0703                          STATION RECOVERY (1990)
 EF0703
 EF0703'RECOVERED 1990
 EF0703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1702 ***********************************************************************
 EF1702  DESIGNATION -  47 1
 EF1702  PID         -  EF1702
 EF1702  STATE/COUNTY-  AL/MARION
 EF1702  USGS QUAD   -  HALEYVILLE WEST (1982)
 EF1702
 EF1702                         *CURRENT SURVEY CONTROL
 EF1702  ___________________________________________________________________
 EF1702* NAD 83(1992)-  34 14 53.01776(N)    087 43 43.25814(W)     ADJUSTED  
 EF1702* NAVD 88     -       291.7    (meters)     957.     (feet)  GPS OBS   
 EF1702  ___________________________________________________________________
 EF1702  X           -     209,177.121 (meters)                     COMP
 EF1702  Y           -  -5,273,894.619 (meters)                     COMP
 EF1702  Z           -   3,569,374.110 (meters)                     COMP
 EF1702  LAPLACE CORR-           2.84  (seconds)                    DEFLEC99
 EF1702  ELLIP HEIGHT-         264.96  (meters)          (08/29/05) GPS OBS
 EF1702  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EF1702
 EF1702  HORZ ORDER  -  A
 EF1702  ELLP ORDER  -  FOURTH    CLASS I
 EF1702
 EF1702.The horizontal coordinates were established by GPS observations
 EF1702.and adjusted by the National Geodetic Survey in August 2005..
 EF1702
 EF1702.The orthometric height was determined by GPS observations and a
 EF1702.high-resolution geoid model.
 EF1702
 EF1702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1702
 EF1702.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1702
 EF1702.The ellipsoidal height was determined by GPS observations
 EF1702.and is referenced to NAD 83.
 EF1702
 EF1702.The geoid height was determined by GEOID03.
 EF1702
 EF1702;                    North         East     Units Scale Factor Converg.
 EF1702;SPC AL W     -   471,056.314   578,936.180   MT  0.99993880   -0 07 43.3
 EF1702;UTM  16      - 3,789,901.114   432,903.289   MT  0.99965549   -0 24 36.4
 EF1702
 EF1702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1702!SPC AL W     -   0.99995841  x   0.99993880  =   0.99989721
 EF1702!UTM  16      -   0.99995841  x   0.99965549  =   0.99961391
 EF1702
 EF1702:                Primary Azimuth Mark                     Grid Az
 EF1702:SPC AL W     -  BRAKEFIELD 2                             131 40 26.6
 EF1702:UTM  16      -  BRAKEFIELD 2                             131 57 19.7
 EF1702
 EF1702|---------------------------------------------------------------------|
 EF1702| PID    Reference Object                     Distance      Geod. Az  |
 EF1702|                                                           dddmmss.s |
 EF1702| EF1566 BRAKEFIELD 2                        APPROX. 0.5 KM 1313243.3 |
 EF1702|---------------------------------------------------------------------|
 EF1702
 EF1702                          SUPERSEDED SURVEY CONTROL
 EF1702
 EF1702  ELLIP H (07/29/02)  264.90   (m)                       GP(       ) 4 1
 EF1702  NAD 83(1992)-  34 14 53.01754(N)    087 43 43.25660(W) AD(       ) 1
 EF1702  ELLIP H (12/04/92)  264.93   (m)                       GP(       ) 4 1
 EF1702  NAD 83(1992)-  34 14 53.02815(N)    087 43 43.25515(W) AD(       ) 1
 EF1702  NGVD 29 (12/04/92)  291.6    (m)          957.     (f) GPS OBS        
 EF1702
 EF1702.Superseded values are not recommended for survey control.
 EF1702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1702.See file dsdata.txt to determine how the superseded data were derived.
 EF1702
 EF1702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3290389901(NAD 83)
 EF1702_MARKER: DD = SURVEY DISK
 EF1702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1702_SP_SET: CONCRETE POST
 EF1702_STAMPING: 47 - 1 1990
 EF1702_MARK LOGO: ALHD  
 EF1702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1702+STABILITY: SURFACE MOTION
 EF1702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1702+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 EF1702
 EF1702  HISTORY     - Date     Condition        Report By
 EF1702  HISTORY     - 1990     MONUMENTED       ALHD
 EF1702  HISTORY     - 20040318 GOOD             ALHD
 EF1702  HISTORY     - 20040622 GOOD             ALDOT
 EF1702
 EF1702                          STATION DESCRIPTION
 EF1702
 EF1702'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1702'THE STATION IS LOCATED IN MARION COUNTY ON THE SOUTHWEST RIGHT OF WAY
 EF1702'OF ALA 241, ABOUT 3.86 KM (2.40 MI) SOUTHWEST OF BEAR CREEK AND ABOUT
 EF1702'25.11 KM (15.60 MI) NORTH - NORTHEAST OF HAMILTON.
 EF1702'TO REACH THE STATION FROM THE JUNCTION OF ALA 5, ALA 13, AND ALA 172,
 EF1702'MILE POST 222.35 ON ALA 5 AND ALA 13, IN BEAR CREEK, DRIVE WEST ON
 EF1702'ALA 172 1.77 KM (1.10 MI) TO MILE POST 23.35 AND ALA 241 ON THE LEFT,
 EF1702'TURN LEFT ON ALA 241 AND DRIVE SOUTH ON ALA 241 4.02 KM (2.50 MI) TO
 EF1702'MILE POST 8.70 AND THE STATION ON THE RIGHT.
 EF1702'THE STATION IS 1.71 M (5.61 FT) NORTHEAST OF A FOUR STRAND BARBED WIRE
 EF1702'FENCE ON MOSTLY WOOD POSTS, 4.11 M (13.48 FT) NORTH - NORTHWEST OF A
 EF1702'RED TOPPED STEEL POST IN THE FENCE LINE, 10.55 M (34.61 FT) SOUTHEAST
 EF1702'OF A FENCE CORNER, 11.37 M (37.30 FT) SOUTHWEST OF THE CENTERLINE OF
 EF1702'ALA 241, 0.76 M (2.49 FT) NORTH - NORTHEAST OF A CARSONITE WITNESS
 EF1702'POST, AND SET FLUSH WITH THE GROUND.
 EF1702'STATION BRAKEFIELD 2 1977 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1702
 EF1702                          STATION RECOVERY (2004)
 EF1702
 EF1702'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1702'DISK HAS BEEN SCARRED BY LAWN MOWER BUT IS USEABLE
 EF1702
 EF1702                          STATION RECOVERY (2004)
 EF1702
 EF1702'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (ED)
 EF1702'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7854 ***********************************************************************
 AA7854  DESIGNATION -  47 10
 AA7854  PID         -  AA7854
 AA7854  STATE/COUNTY-  AL/MARION
 AA7854  USGS QUAD   -  VINA (1976)
 AA7854
 AA7854                         *CURRENT SURVEY CONTROL
 AA7854  ___________________________________________________________________
 AA7854* NAD 83(1992)-  34 18 23.42731(N)    088 07 07.93787(W)     ADJUSTED  
 AA7854* NAVD 88     -       173.9    (meters)     571.     (feet)  VERTCON   
 AA7854  ___________________________________________________________________
 AA7854  X           -     173,133.828 (meters)                     COMP
 AA7854  Y           -  -5,271,449.436 (meters)                     COMP
 AA7854  Z           -   3,574,664.945 (meters)                     COMP
 AA7854  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 AA7854  ELLIP HEIGHT-         146.53  (meters)          (07/29/02) GPS OBS
 AA7854  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AA7854
 AA7854  HORZ ORDER  -  FIRST
 AA7854  ELLP ORDER  -  FOURTH    CLASS I
 AA7854
 AA7854.The horizontal coordinates were established by GPS observations
 AA7854.and adjusted by the National Geodetic Survey in August 1995..
 AA7854
 AA7854.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7854
 AA7854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7854
 AA7854.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7854
 AA7854.The ellipsoidal height was determined by GPS observations
 AA7854.and is referenced to NAD 83.
 AA7854
 AA7854.The geoid height was determined by GEOID03.
 AA7854
 AA7854;                    North         East     Units Scale Factor Converg.
 AA7854;SPC AL W     -   477,689.011   543,035.238   MT  0.99997332   -0 20 55.7
 AA7854;UTM  16      - 3,796,708.404   397,044.816   MT  0.99973066   -0 37 50.4
 AA7854
 AA7854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7854!SPC AL W     -   0.99997700  x   0.99997332  =   0.99995032
 AA7854!UTM  16      -   0.99997700  x   0.99973066  =   0.99970766
 AA7854
 AA7854                          SUPERSEDED SURVEY CONTROL
 AA7854
 AA7854  ELLIP H (10/10/95)  146.52   (m)                       GP(       ) 4 2
 AA7854  NGVD 29 (08/31/95)  173.8    (m)          570.     (f) GPS OBS        
 AA7854
 AA7854.Superseded values are not recommended for survey control.
 AA7854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7854.See file dsdata.txt to determine how the superseded data were derived.
 AA7854
 AA7854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9704596708(NAD 83)
 AA7854_MARKER: DD = SURVEY DISK
 AA7854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7854_STAMPING: 47-10 1994
 AA7854_MARK LOGO: ALHD  
 AA7854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7854+STABILITY: SURFACE MOTION
 AA7854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7854+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7854
 AA7854  HISTORY     - Date     Condition        Report By
 AA7854  HISTORY     - 1994     MONUMENTED       ALHD
 AA7854
 AA7854                          STATION DESCRIPTION
 AA7854
 AA7854'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7854'THE STATION IS IN MARION COUNTY ON THE NORTHWEST RIGHT OF WAY OF A
 AA7854'MARION COUNTY GRAVEL ROAD ABOUT 16.70 MI (26.88 KM) WEST OF HACKLEBURG
 AA7854'AND ABOUT 13.60 MI (21.89 KM) NORTHWEST OF HAMILTON.
 AA7854' 
 AA7854'TO REACH THE STATION FROM THE JUNCTION OF AL 4 AND AL 19 (MILEPOST
 AA7854'7.80 ON AL 4 AND MILEPOST 11.60 ON AL 19) WEST OF HAMILTON, DRIVE
 AA7854'NORTH ON AL 19 FOR 4.85 MI (7.81 KM) TO MILEPOST 16.45 AND MARION
 AA7854'COUNTY ROAD NO 56 LEFT. TURN LEFT ON MARION COUNTY ROAD NO 56 AND
 AA7854'DRIVE NORTHWEST FOR 4.65 MI (7.48 KM) TO A SHARP LEFT CURVE AND A
 AA7854'PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7854'NORTH-NORTHEAST FOR 1.25 MI (2.01 KM) TO A PAVED COUNTY ROAD LEFT.
 AA7854'TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 1.00 MI (1.61
 AA7854'KM) TO A Y-INTERSECTION WITH PAVED COUNTY ROADS LEADING LEFT AND
 AA7854'RIGHT. BEAR RIGHT ON A PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.45 MI
 AA7854'(0.72 KM) TO THE END OF PAVEMENT AND BEGINNING OF A GRAVEL ROAD.
 AA7854'CONTINUE NORTHEAST ON THE GRAVEL ROAD FOR 0.50 MI (0.80 KM) TO THE
 AA7854'STATION ON THE LEFT.
 AA7854' 
 AA7854'THE STATION IS 20.3 FT (6.2 M) NORTHWEST OF THE CENTER OF THE GRAVEL
 AA7854'ROAD, 151.0 FT (46.0 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL
 AA7854'WOODS ROAD, 2.2  FT (0.7 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST
 AA7854'AND SET FLUSH WITH THE GROUND.
 AA7854' 
 AA7854'STATION 47-9 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7855 ***********************************************************************
 AA7855  DESIGNATION -  47 11
 AA7855  PID         -  AA7855
 AA7855  STATE/COUNTY-  AL/MARION
 AA7855  USGS QUAD   -  VINA (1976)
 AA7855
 AA7855                         *CURRENT SURVEY CONTROL
 AA7855  ___________________________________________________________________
 AA7855* NAD 83(1992)-  34 15 07.35465(N)    088 01 38.45956(W)     ADJUSTED  
 AA7855* NAVD 88     -       233.2    (meters)     765.     (feet)  VERTCON   
 AA7855  ___________________________________________________________________
 AA7855  X           -     181,672.813 (meters)                     COMP
 AA7855  Y           -  -5,274,616.174 (meters)                     COMP
 AA7855  Z           -   3,569,706.114 (meters)                     COMP
 AA7855  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 AA7855  ELLIP HEIGHT-         206.03  (meters)          (07/29/02) GPS OBS
 AA7855  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7855
 AA7855  HORZ ORDER  -  FIRST
 AA7855  ELLP ORDER  -  FOURTH    CLASS I
 AA7855
 AA7855.The horizontal coordinates were established by GPS observations
 AA7855.and adjusted by the National Geodetic Survey in August 1995..
 AA7855
 AA7855.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7855
 AA7855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7855
 AA7855.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7855
 AA7855.The ellipsoidal height was determined by GPS observations
 AA7855.and is referenced to NAD 83.
 AA7855
 AA7855.The geoid height was determined by GEOID03.
 AA7855
 AA7855;                    North         East     Units Scale Factor Converg.
 AA7855;SPC AL W     -   471,600.202   551,428.241   MT  0.99996240   -0 17 48.5
 AA7855;UTM  16      - 3,790,579.927   405,405.717   MT  0.99971030   -0 34 41.8
 AA7855
 AA7855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7855!SPC AL W     -   0.99996766  x   0.99996240  =   0.99993006
 AA7855!UTM  16      -   0.99996766  x   0.99971030  =   0.99967797
 AA7855
 AA7855:                Primary Azimuth Mark                     Grid Az
 AA7855:SPC AL W     -  47 12                                    017 39 44.4
 AA7855:UTM  16      -  47 12                                    017 56 37.7
 AA7855
 AA7855|---------------------------------------------------------------------|
 AA7855| PID    Reference Object                     Distance      Geod. Az  |
 AA7855|                                                           dddmmss.s |
 AA7855| AA7856 47 12                               474.397 METERS 0172155.9 |
 AA7855|---------------------------------------------------------------------|
 AA7855
 AA7855                          SUPERSEDED SURVEY CONTROL
 AA7855
 AA7855  ELLIP H (10/10/95)  206.03   (m)                       GP(       ) 4 2
 AA7855  NGVD 29 (08/31/95)  233.2    (m)          765.     (f) GPS OBS        
 AA7855
 AA7855.Superseded values are not recommended for survey control.
 AA7855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7855.See file dsdata.txt to determine how the superseded data were derived.
 AA7855
 AA7855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0540690580(NAD 83)
 AA7855_MARKER: DD = SURVEY DISK
 AA7855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7855_STAMPING: 47-11 1994
 AA7855_MARK LOGO: ALHD  
 AA7855_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7855+STABILITY: SURFACE MOTION
 AA7855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7855+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7855
 AA7855  HISTORY     - Date     Condition        Report By
 AA7855  HISTORY     - 1994     MONUMENTED       ALHD
 AA7855
 AA7855                          STATION DESCRIPTION
 AA7855
 AA7855'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7855'THE STATION IS IN MARION COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA7855'COUNTY ROAD ABOUT 11.55 MI (18.59 KM) WEST OF HACKLEBURG AND ABOUT
 AA7855'7.90 MI (12.71 KM) NORTH OF HAMILTON.
 AA7855' 
 AA7855'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7855'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE WEST
 AA7855'ON AL 4 FOR 2.85 MI (4.59 KM) TO MILEPOST 9.60 AND MARION COUNTY ROAD
 AA7855'NO 25 RIGHT. TURN RIGHT ON MARION COUNTY ROAD NO 25 AND DRIVE NORTH
 AA7855'FOR 6.95 MI (11.18 KM) TO A CROSSROADS WITH MARION COUNTY ROAD NO 20
 AA7855'LEFT AND RIGHT AND A PAVED COUNTY ROAD STRAIGHT AHEAD. CONTINUE
 AA7855'STRAIGHT AHEAD ON THE PAVED COUNTY ROAD FOR 0.10 MI (0.16 KM) TO THE
 AA7855'STATION ON THE LEFT.
 AA7855' 
 AA7855'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 AA7855'ON WHITE RUSTY METAL POSTS WITH RED TOPS, 21.2 FT (6.5 M) WEST OF THE
 AA7855'CENTER OF A PAVED COUNTY ROAD, 88.5 FT (27.0 M) NORTHWEST OF THE NORTH
 AA7855'POST OF A RED METAL GATE ACROSS THE ROAD, 98.0 FT (29.9 M) NORTH OF A
 AA7855'SIX-INCH WOOD ANGLE POST IN THE FENCELINE, 3.3 FT (1.0 M)
 AA7855'EAST-NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7855'GROUND.
 AA7855' 
 AA7855'STATION 47-12 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7856 ***********************************************************************
 AA7856  DESIGNATION -  47 12
 AA7856  PID         -  AA7856
 AA7856  STATE/COUNTY-  AL/MARION
 AA7856  USGS QUAD   -  VINA (1976)
 AA7856
 AA7856                         *CURRENT SURVEY CONTROL
 AA7856  ___________________________________________________________________
 AA7856* NAD 83(1992)-  34 15 22.04884(N)    088 01 32.92543(W)     ADJUSTED  
 AA7856* NAVD 88     -       215.9    (meters)     708.     (feet)  VERTCON   
 AA7856  ___________________________________________________________________
 AA7856  X           -     181,805.061 (meters)                     COMP
 AA7856  Y           -  -5,274,342.317 (meters)                     COMP
 AA7856  Z           -   3,570,070.638 (meters)                     COMP
 AA7856  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AA7856  ELLIP HEIGHT-         188.75  (meters)          (07/29/02) GPS OBS
 AA7856  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7856
 AA7856  HORZ ORDER  -  FIRST
 AA7856  ELLP ORDER  -  FOURTH    CLASS I
 AA7856
 AA7856.The horizontal coordinates were established by GPS observations
 AA7856.and adjusted by the National Geodetic Survey in August 1995..
 AA7856
 AA7856.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7856
 AA7856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7856
 AA7856.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7856
 AA7856.The ellipsoidal height was determined by GPS observations
 AA7856.and is referenced to NAD 83.
 AA7856
 AA7856.The geoid height was determined by GEOID03.
 AA7856
 AA7856;                    North         East     Units Scale Factor Converg.
 AA7856;SPC AL W     -   472,052.219   551,572.171   MT  0.99996223   -0 17 45.5
 AA7856;UTM  16      - 3,791,031.118   405,551.829   MT  0.99970996   -0 34 38.9
 AA7856
 AA7856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7856!SPC AL W     -   0.99997037  x   0.99996223  =   0.99993260
 AA7856!UTM  16      -   0.99997037  x   0.99970996  =   0.99968034
 AA7856
 AA7856:                Primary Azimuth Mark                     Grid Az
 AA7856:SPC AL W     -  47 11                                    197 39 44.5
 AA7856:UTM  16      -  47 11                                    197 56 37.9
 AA7856
 AA7856|---------------------------------------------------------------------|
 AA7856| PID    Reference Object                     Distance      Geod. Az  |
 AA7856|                                                           dddmmss.s |
 AA7856| AA7855 47 11                               474.397 METERS 1972159.0 |
 AA7856|---------------------------------------------------------------------|
 AA7856
 AA7856                          SUPERSEDED SURVEY CONTROL
 AA7856
 AA7856  ELLIP H (10/10/95)  188.74   (m)                       GP(       ) 4 2
 AA7856  NGVD 29 (08/31/95)  215.9    (m)          708.     (f) GPS OBS        
 AA7856
 AA7856.Superseded values are not recommended for survey control.
 AA7856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7856.See file dsdata.txt to determine how the superseded data were derived.
 AA7856
 AA7856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0555291031(NAD 83)
 AA7856_MARKER: DD = SURVEY DISK
 AA7856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7856_STAMPING: 47-12 1994
 AA7856_MARK LOGO: ALHD  
 AA7856_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7856+STABILITY: SURFACE MOTION
 AA7856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7856+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7856
 AA7856  HISTORY     - Date     Condition        Report By
 AA7856  HISTORY     - 1994     MONUMENTED       ALHD
 AA7856
 AA7856                          STATION DESCRIPTION
 AA7856
 AA7856'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7856'THE STATION IS IN MARION COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA7856'COUNTY ROAD ABOUT 11.45 MI (18.43 KM) WEST OF HACKLEBURG AND ABOUT
 AA7856'8.10 MI (13.04 KM) NORTH OF HAMILTON.
 AA7856' 
 AA7856'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7856'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE WEST
 AA7856'ON AL 4 FOR 2.85 MI (4.59 KM) TO MILEPOST 9.60 AND MARION COUNTY ROAD
 AA7856'NO 25 RIGHT. TURN RIGHT ON MARION COUNTY ROAD NO 25 AND DRIVE NORTH
 AA7856'FOR 6.95 MI (11.18 KM) TO A CROSSROADS WITH MARION COUNTY ROAD NO 20
 AA7856'LEFT AND RIGHT AND A PAVED COUNTY ROAD STRAIGHT AHEAD. CONTINUE
 AA7856'STRAIGHT AHEAD ON THE PAVED COUNTY ROAD FOR 0.40 MI (0.64 KM) TO THE
 AA7856'STATION ON THE LEFT.
 AA7856' 
 AA7856'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 AA7856'ON WHITE RUSTY METAL POSTS WITH RED TOPS, 10.5 FT (3.2 M) SOUTH OF
 AA7856'TELEPHONE CABLE PEDESTAL NO 39 17, 20.8 FT (6.3 M) WEST OF THE CENTER
 AA7856'OF THE PAVED COUNTY ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS
 AA7856'POST AND SET FLUSH WITH THE GROUND.
 AA7856' 
 AA7856'STATION 47-11 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7857 ***********************************************************************
 AA7857  DESIGNATION -  47 13
 AA7857  PID         -  AA7857
 AA7857  STATE/COUNTY-  AL/MARION
 AA7857  USGS QUAD   -  HODGES (1949)
 AA7857
 AA7857                         *CURRENT SURVEY CONTROL
 AA7857  ___________________________________________________________________
 AA7857* NAD 83(1992)-  34 15 18.25775(N)    087 52 58.43022(W)     ADJUSTED  
 AA7857* NAVD 88     -       251.0    (meters)     823.     (feet)  VERTCON   
 AA7857  ___________________________________________________________________
 AA7857  X           -     194,964.007 (meters)                     COMP
 AA7857  Y           -  -5,273,967.260 (meters)                     COMP
 AA7857  Z           -   3,569,993.931 (meters)                     COMP
 AA7857  LAPLACE CORR-           2.56  (seconds)                    DEFLEC99
 AA7857  ELLIP HEIGHT-         224.01  (meters)          (07/29/02) GPS OBS
 AA7857  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AA7857
 AA7857  HORZ ORDER  -  FIRST
 AA7857  ELLP ORDER  -  FOURTH    CLASS I
 AA7857
 AA7857.The horizontal coordinates were established by GPS observations
 AA7857.and adjusted by the National Geodetic Survey in August 1995..
 AA7857
 AA7857.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7857
 AA7857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7857
 AA7857.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7857
 AA7857.The ellipsoidal height was determined by GPS observations
 AA7857.and is referenced to NAD 83.
 AA7857
 AA7857.The geoid height was determined by GEOID03.
 AA7857
 AA7857;                    North         East     Units Scale Factor Converg.
 AA7857;SPC AL W     -   471,876.655   564,734.452   MT  0.99994866   -0 12 55.9
 AA7857;UTM  16      - 3,790,790.957   418,709.670   MT  0.99968145   -0 29 49.2
 AA7857
 AA7857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7857!SPC AL W     -   0.99996484  x   0.99994866  =   0.99991350
 AA7857!UTM  16      -   0.99996484  x   0.99968145  =   0.99964630
 AA7857
 AA7857:                Primary Azimuth Mark                     Grid Az
 AA7857:SPC AL W     -  47 14                                    005 22 55.5
 AA7857:UTM  16      -  47 14                                    005 39 48.8
 AA7857
 AA7857|---------------------------------------------------------------------|
 AA7857| PID    Reference Object                     Distance      Geod. Az  |
 AA7857|                                                           dddmmss.s |
 AA7857| AA7858 47 14                               424.899 METERS 0050959.6 |
 AA7857|---------------------------------------------------------------------|
 AA7857
 AA7857                          SUPERSEDED SURVEY CONTROL
 AA7857
 AA7857  ELLIP H (10/10/95)  224.02   (m)                       GP(       ) 4 2
 AA7857  NGVD 29 (08/31/95)  251.0    (m)          823.     (f) GPS OBS        
 AA7857
 AA7857.Superseded values are not recommended for survey control.
 AA7857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7857.See file dsdata.txt to determine how the superseded data were derived.
 AA7857
 AA7857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1871090791(NAD 83)
 AA7857_MARKER: DD = SURVEY DISK
 AA7857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7857_STAMPING: 47-13 1994
 AA7857_MARK LOGO: ALHD  
 AA7857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7857+STABILITY: SURFACE MOTION
 AA7857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7857+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 AA7857
 AA7857  HISTORY     - Date     Condition        Report By
 AA7857  HISTORY     - 1994     MONUMENTED       ALHD
 AA7857  HISTORY     - 19980713 GOOD             JCLS
 AA7857  HISTORY     - 20050210 GOOD             ALHD
 AA7857
 AA7857                          STATION DESCRIPTION
 AA7857
 AA7857'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7857'THE STATION IS IN MARION COUNTY ON THE WEST RIGHT OF WAY OF MARION
 AA7857'COUNTY ROAD NO 53 ABOUT 3.50 MI (5.63 KM) WEST OF HACKLEBURG AND ABOUT
 AA7857'9.80 MI (15.77 KM) NORTH-NORTHEAST OF HAMILTON.
 AA7857' 
 AA7857'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 172 (MILEPOST
 AA7857'293.10 ON U.S. 43 AND MILEPOST 15.50 ON AL 172) IN HACKLEBURG, DRIVE
 AA7857'SOUTHWEST ON U.S. 43 FOR 3.80 MI (6.12 KM) TO MILEPOST 289.30 AND
 AA7857'MARION COUNTY ROAD NO 53 RIGHT. TURN RIGHT ON MARION COUNTY ROAD NO 53
 AA7857'AND DRIVE NORTH FOR 0.35 MI (0.56 KM) TO THE STATION ON THE LEFT.
 AA7857' 
 AA7857'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 AA7857'ON GREEN METAL POSTS WITH WHITE TOPS, 31.7 FT (9.7 M) WEST OF THE
 AA7857'CENTERLINE OF MARION COUNTY ROAD NO 53, 133.0 FT (40.5 M) SOUTH OF A
 AA7857'POWER POLE IN THE FENCELINE, 149.0 FT (45.4 M) SOUTHWEST OF THE SOUTH
 AA7857'POST OF AN ORANGE METAL GATE ACROSS THE ROAD, 160.5 FT (48.9 M)
 AA7857'SOUTHWEST OF THE NORTH POST OF AN ORANGE METAL GATE ACROSS THE ROAD,
 AA7857'3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7857'GROUND.
 AA7857' 
 AA7857'STATION 47-14 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7857
 AA7857                          STATION RECOVERY (1998)
 AA7857
 AA7857'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA7857'RECOVERED IN GOOD CONDITION.
 AA7857
 AA7857                          STATION RECOVERY (2005)
 AA7857
 AA7857'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7858 ***********************************************************************
 AA7858  DESIGNATION -  47 14
 AA7858  PID         -  AA7858
 AA7858  STATE/COUNTY-  AL/MARION
 AA7858  USGS QUAD   -  HODGES (1949)
 AA7858
 AA7858                         *CURRENT SURVEY CONTROL
 AA7858  ___________________________________________________________________
 AA7858* NAD 83(1992)-  34 15 31.99130(N)    087 52 56.93467(W)     ADJUSTED  
 AA7858* NAVD 88     -       249.9    (meters)     820.     (feet)  VERTCON   
 AA7858  ___________________________________________________________________
 AA7858  X           -     194,993.412 (meters)                     COMP
 AA7858  Y           -  -5,273,726.910 (meters)                     COMP
 AA7858  Z           -   3,570,343.102 (meters)                     COMP
 AA7858  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 AA7858  ELLIP HEIGHT-         222.94  (meters)          (07/29/02) GPS OBS
 AA7858  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AA7858
 AA7858  HORZ ORDER  -  FIRST
 AA7858  ELLP ORDER  -  FOURTH    CLASS I
 AA7858
 AA7858.The horizontal coordinates were established by GPS observations
 AA7858.and adjusted by the National Geodetic Survey in August 1995..
 AA7858
 AA7858.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7858
 AA7858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7858
 AA7858.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7858
 AA7858.The ellipsoidal height was determined by GPS observations
 AA7858.and is referenced to NAD 83.
 AA7858
 AA7858.The geoid height was determined by GEOID03.
 AA7858
 AA7858;                    North         East     Units Scale Factor Converg.
 AA7858;SPC AL W     -   472,299.659   564,774.305   MT  0.99994862   -0 12 55.1
 AA7858;UTM  16      - 3,791,213.647   418,751.589   MT  0.99968137   -0 29 48.5
 AA7858
 AA7858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7858!SPC AL W     -   0.99996500  x   0.99994862  =   0.99991363
 AA7858!UTM  16      -   0.99996500  x   0.99968137  =   0.99964639
 AA7858
 AA7858:                Primary Azimuth Mark                     Grid Az
 AA7858:SPC AL W     -  47 13                                    185 22 55.5
 AA7858:UTM  16      -  47 13                                    185 39 48.9
 AA7858
 AA7858|---------------------------------------------------------------------|
 AA7858| PID    Reference Object                     Distance      Geod. Az  |
 AA7858|                                                           dddmmss.s |
 AA7858| AA7857 47 13                               424.899 METERS 1851000.4 |
 AA7858|---------------------------------------------------------------------|
 AA7858
 AA7858                          SUPERSEDED SURVEY CONTROL
 AA7858
 AA7858  ELLIP H (10/10/95)  222.94   (m)                       GP(       ) 4 2
 AA7858  NGVD 29 (08/31/95)  249.9    (m)          820.     (f) GPS OBS        
 AA7858
 AA7858.Superseded values are not recommended for survey control.
 AA7858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7858.See file dsdata.txt to determine how the superseded data were derived.
 AA7858
 AA7858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1875291214(NAD 83)
 AA7858_MARKER: DD = SURVEY DISK
 AA7858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7858_STAMPING: 47-14 1994
 AA7858_MARK LOGO: ALHD  
 AA7858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7858+STABILITY: SURFACE MOTION
 AA7858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7858+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 AA7858
 AA7858  HISTORY     - Date     Condition        Report By
 AA7858  HISTORY     - 1994     MONUMENTED       ALHD
 AA7858  HISTORY     - 20050210 GOOD             ALHD
 AA7858
 AA7858                          STATION DESCRIPTION
 AA7858
 AA7858'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7858'THE STATION IS IN MARION COUNTY ON THE WEST RIGHT OF WAY OF MARION
 AA7858'COUNTY ROAD NO 53 ABOUT 3.40 MI (5.47 KM) WEST OF HACKLEBURG AND ABOUT
 AA7858'10.00 MI (16.09 KM) NORTH-NORTHEAST OF HAMILTON.
 AA7858' 
 AA7858'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 172 (MILEPOST
 AA7858'293.10 ON U.S. 43 AND MILEPOST 15.50 ON AL 172) IN HACKLEBURG, DRIVE
 AA7858'SOUTHWEST ON U.S. 43 FOR 3.80 MI (6.12 KM) TO MILEPOST 289.30 AND
 AA7858'MARION COUNTY ROAD NO 53 RIGHT. TURN RIGHT ON MARION COUNTY ROAD NO 53
 AA7858'AND DRIVE NORTH FOR 0.65 MI (1.05 KM) TO THE STATION ON THE LEFT.
 AA7858' 
 AA7858'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 AA7858'ON GREEN METAL POSTS WITH WHITE TOPS, 21.0 FT (6.4 M) WEST OF THE
 AA7858'CENTERLINE OF MARION COUNTY ROAD NO 53, 53.0 FT (16.2 M) EAST OF THE
 AA7858'SOUTH POST OF A BROWN METAL GATE LEADING INTO A FIELD, 57.5 FT (17.5
 AA7858'M) EAST-SOUTHEAST OF THE NORTH POST OF A BROWN METAL GATE LEADING INTO
 AA7858'A FIELD, 63.0 FT (19.2 M) SOUTH OF A POWER POLE WITH ONE TRANSFORMER
 AA7858'AND ONE GUY WIRE ATTACHED TO A STABILIZER POLE ACROSS THE ROAD, 3.1 FT
 AA7858'(0.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7858'GROUND.
 AA7858' 
 AA7858'STATION 47-13 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7858
 AA7858                          STATION RECOVERY (2005)
 AA7858
 AA7858'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7858'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7859 ***********************************************************************
 AA7859  DESIGNATION -  47 15
 AA7859  PID         -  AA7859
 AA7859  STATE/COUNTY-  AL/MARION
 AA7859  USGS QUAD   -  HACKLEBURG (1946)
 AA7859
 AA7859                         *CURRENT SURVEY CONTROL
 AA7859  ___________________________________________________________________
 AA7859* NAD 83(1992)-  34 15 22.40147(N)    087 47 50.09583(W)     ADJUSTED  
 AA7859* NAVD 88     -       288.4    (meters)     946.     (feet)  VERTCON   
 AA7859  ___________________________________________________________________
 AA7859  X           -     202,845.992 (meters)                     COMP
 AA7859  Y           -  -5,273,629.104 (meters)                     COMP
 AA7859  Z           -   3,570,120.592 (meters)                     COMP
 AA7859  LAPLACE CORR-           2.89  (seconds)                    DEFLEC99
 AA7859  ELLIP HEIGHT-         261.54  (meters)          (07/29/02) GPS OBS
 AA7859  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AA7859
 AA7859  HORZ ORDER  -  FIRST
 AA7859  ELLP ORDER  -  FOURTH    CLASS I
 AA7859
 AA7859.The horizontal coordinates were established by GPS observations
 AA7859.and adjusted by the National Geodetic Survey in August 1995..
 AA7859
 AA7859.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7859
 AA7859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7859
 AA7859.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7859
 AA7859.The ellipsoidal height was determined by GPS observations
 AA7859.and is referenced to NAD 83.
 AA7859
 AA7859.The geoid height was determined by GEOID03.
 AA7859
 AA7859;                    North         East     Units Scale Factor Converg.
 AA7859;SPC AL W     -   471,977.973   572,623.235   MT  0.99994257   -0 10 02.4
 AA7859;UTM  16      - 3,790,853.503   426,596.712   MT  0.99966641   -0 26 55.6
 AA7859
 AA7859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7859!SPC AL W     -   0.99995895  x   0.99994257  =   0.99990152
 AA7859!UTM  16      -   0.99995895  x   0.99966641  =   0.99962537
 AA7859
 AA7859:                Primary Azimuth Mark                     Grid Az
 AA7859:SPC AL W     -  47 16                                    111 07 20.6
 AA7859:UTM  16      -  47 16                                    111 24 13.8
 AA7859
 AA7859|---------------------------------------------------------------------|
 AA7859| PID    Reference Object                     Distance      Geod. Az  |
 AA7859|                                                           dddmmss.s |
 AA7859| AA7860 47 16                               472.025 METERS 1105718.2 |
 AA7859|---------------------------------------------------------------------|
 AA7859
 AA7859                          SUPERSEDED SURVEY CONTROL
 AA7859
 AA7859  ELLIP H (10/10/95)  261.55   (m)                       GP(       ) 4 2
 AA7859  NGVD 29 (08/31/95)  288.3    (m)          946.     (f) GPS OBS        
 AA7859
 AA7859.Superseded values are not recommended for survey control.
 AA7859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7859.See file dsdata.txt to determine how the superseded data were derived.
 AA7859
 AA7859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2659790854(NAD 83)
 AA7859_MARKER: DD = SURVEY DISK
 AA7859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7859_STAMPING: 47-15 1994
 AA7859_MARK LOGO: ALHD  
 AA7859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7859+STABILITY: SURFACE MOTION
 AA7859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7859+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7859
 AA7859  HISTORY     - Date     Condition        Report By
 AA7859  HISTORY     - 1994     MONUMENTED       ALHD
 AA7859
 AA7859                          STATION DESCRIPTION
 AA7859
 AA7859'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7859'THE STATION IS IN MARION COUNTY ON THE SOUTH RIGHT OF WAY OF MARION
 AA7859'COUNTY ROAD NO 12 ABOUT 2.35 MI (3.78 KM) SOUTHEAST OF HACKLEBURG AND
 AA7859'ABOUT 5.60 MI (9.01 KM) WEST OF BEAR CREEK.
 AA7859' 
 AA7859'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 172 (MILEPOST
 AA7859'293.10 ON U.S. 43 AND MILEPOST 15.50 ON AL 172) IN HACKLEBURG, DRIVE
 AA7859'EAST ON AL 172 FOR 2.40 MI (3.86 KM) TO MILEPOST 17.90 AND MARION
 AA7859'COUNTY ROAD NO 45 RIGHT. TURN RIGHT ON MARION COUNTY ROAD NO 45 AND
 AA7859'DRIVE SOUTH FOR 1.40 MI (2.25 KM) TO MARION COUNTY ROAD NO 12 RIGHT.
 AA7859'TURN RIGHT ON MARION COUNTY ROAD NO 12 AND DRIVE WEST FOR 0.50 MI
 AA7859'(0.80 KM) TO THE STATION ON THE LEFT.
 AA7859' 
 AA7859'THE STATION IS 9.0 FT (2.7 M) WEST-NORTHWEST OF TELEPHONE CABLE
 AA7859'PEDESTAL NO 2 LP3, 24.8 FT (7.6 M) SOUTH-SOUTHWEST OF THE CENTER OF
 AA7859'MARION COUNTY ROAD NO 12, 38.0 FT (11.6 M) SOUTH-SOUTHWEST OF THE
 AA7859'CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD LEADING TO A BRICK HOME
 AA7859'WITH A BROWN SHINGLE ROOF, 43.0 FT (13.1 M) SOUTH OF A METAL MAILBOX
 AA7859'ON A WHITE METAL POST, 104.6 FT (31.9 M) EAST-SOUTHEAST OF A JUNCTION
 AA7859'POWER POLE WITH ONE TRANSFORMER AND ONE GUY WIRE, 2.5 FT (0.8 M)
 AA7859'NORTH-NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7859'GROUND.
 AA7859' 
 AA7859'STATION 47-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7860 ***********************************************************************
 AA7860  DESIGNATION -  47 16
 AA7860  PID         -  AA7860
 AA7860  STATE/COUNTY-  AL/MARION
 AA7860  USGS QUAD   -  HACKLEBURG (1946)
 AA7860
 AA7860                         *CURRENT SURVEY CONTROL
 AA7860  ___________________________________________________________________
 AA7860* NAD 83(1992)-  34 15 16.92251(N)    087 47 32.86714(W)     ADJUSTED  
 AA7860* NAVD 88     -       292.9    (meters)     961.     (feet)  VERTCON   
 AA7860  ___________________________________________________________________
 AA7860  X           -     203,290.287 (meters)                     COMP
 AA7860  Y           -  -5,273,710.853 (meters)                     COMP
 AA7860  Z           -   3,569,983.603 (meters)                     COMP
 AA7860  LAPLACE CORR-           2.86  (seconds)                    DEFLEC99
 AA7860  ELLIP HEIGHT-         266.08  (meters)          (07/29/02) GPS OBS
 AA7860  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 AA7860
 AA7860  HORZ ORDER  -  FIRST
 AA7860  ELLP ORDER  -  FOURTH    CLASS I
 AA7860
 AA7860.The horizontal coordinates were established by GPS observations
 AA7860.and adjusted by the National Geodetic Survey in August 1995..
 AA7860
 AA7860.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7860.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7860
 AA7860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7860
 AA7860.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7860
 AA7860.The ellipsoidal height was determined by GPS observations
 AA7860.and is referenced to NAD 83.
 AA7860
 AA7860.The geoid height was determined by GEOID03.
 AA7860
 AA7860;                    North         East     Units Scale Factor Converg.
 AA7860;SPC AL W     -   471,807.883   573,063.521   MT  0.99994227   -0 09 52.6
 AA7860;UTM  16      - 3,790,681.300   427,036.036   MT  0.99966562   -0 26 45.9
 AA7860
 AA7860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7860!SPC AL W     -   0.99995823  x   0.99994227  =   0.99990050
 AA7860!UTM  16      -   0.99995823  x   0.99966562  =   0.99962387
 AA7860
 AA7860:                Primary Azimuth Mark                     Grid Az
 AA7860:SPC AL W     -  47 15                                    291 07 20.5
 AA7860:UTM  16      -  47 15                                    291 24 13.8
 AA7860
 AA7860|---------------------------------------------------------------------|
 AA7860| PID    Reference Object                     Distance      Geod. Az  |
 AA7860|                                                           dddmmss.s |
 AA7860| AA7859 47 15                               472.025 METERS 2905727.9 |
 AA7860|---------------------------------------------------------------------|
 AA7860
 AA7860                          SUPERSEDED SURVEY CONTROL
 AA7860
 AA7860  ELLIP H (10/10/95)  266.09   (m)                       GP(       ) 4 2
 AA7860  NGVD 29 (08/31/95)  292.9    (m)          961.     (f) GPS OBS        
 AA7860
 AA7860.Superseded values are not recommended for survey control.
 AA7860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7860.See file dsdata.txt to determine how the superseded data were derived.
 AA7860
 AA7860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2703690681(NAD 83)
 AA7860_MARKER: DD = SURVEY DISK
 AA7860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7860_STAMPING: 47-16 1994
 AA7860_MARK LOGO: ALHD  
 AA7860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7860+STABILITY: SURFACE MOTION
 AA7860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7860+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7860
 AA7860  HISTORY     - Date     Condition        Report By
 AA7860  HISTORY     - 1994     MONUMENTED       ALHD
 AA7860
 AA7860                          STATION DESCRIPTION
 AA7860
 AA7860'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7860'THE STATION IS IN MARION COUNTY ON THE NORTH RIGHT OF WAY OF MARION
 AA7860'COUNTY ROAD NO 12 ABOUT 2.60 MI (4.18 KM) SOUTHEAST OF HACKLEBURG AND
 AA7860'ABOUT 5.35 MI (8.61 KM) WEST OF BEAR CREEK.
 AA7860' 
 AA7860'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 172 (MILEPOST
 AA7860'293.10 ON U.S. 43 AND MILEPOST 15.50 ON AL 172) IN HACKLEBURG, DRIVE
 AA7860'EAST ON AL 172 FOR 2.40 MI (3.86 KM) TO MILEPOST 17.90 AND MARION
 AA7860'COUNTY ROAD NO 45 RIGHT. TURN RIGHT ON MARION COUNTY ROAD NO 45 AND
 AA7860'DRIVE SOUTH FOR 1.40 MI (2.25 KM) TO MARION COUNTY ROAD NO 12 RIGHT.
 AA7860'TURN RIGHT ON MARION COUNTY ROAD NO 12 AND DRIVE WEST FOR FOR 0.20 MI
 AA7860'(0.32 KM) TO THE STATION ON THE RIGHT.
 AA7860' 
 AA7860'THE STATION IS 11.2 FT (3.4 M) NORTH-NORTHEAST OF THE CENTER OF A
 AA7860'GRAVEL ROAD, 40.0 FT (12.2 M) NORTH OF THE CENTER OF MARION COUNTY
 AA7860'ROAD NO 12, 41.8 FT (12.7 M) WEST-NORTHWEST OF A METAL MAILBOX ON A
 AA7860'BLACK METAL POST, 42.9 FT (13.1 M) WEST OF THE SOUTHWEST CORNER OF A
 AA7860'WHITE BLOCK BUILDING WITH A BLACK SHINGLE ROOF, 62.4 FT (19.0 M) WEST
 AA7860'OF THE SOUTHEAST CORNER OF A WHITE BLOCK BUILDING WITH A BLACK SHINGLE
 AA7860'ROOF, 95.5 FT (29.1 M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO
 AA7860'2 44 1/2 ACROSS THE ROAD, 2.7 FT (0.8 M) SOUTHWEST OF A CARSONITE
 AA7860'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7860' 
 AA7860'STATION 47-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7861 ***********************************************************************
 AA7861  DESIGNATION -  47 17
 AA7861  PID         -  AA7861
 AA7861  STATE/COUNTY-  AL/MARION
 AA7861  USGS QUAD   -  HALEYVILLE WEST (1982)
 AA7861
 AA7861                         *CURRENT SURVEY CONTROL
 AA7861  ___________________________________________________________________
 AA7861* NAD 83(1992)-  34 10 20.12719(N)    087 40 03.00255(W)     ADJUSTED  
 AA7861* NAVD 88     -       255.3    (meters)     838.     (feet)  VERTCON   
 AA7861  ___________________________________________________________________
 AA7861  X           -     214,999.804 (meters)                     COMP
 AA7861  Y           -  -5,278,361.923 (meters)                     COMP
 AA7861  Z           -   3,562,399.653 (meters)                     COMP
 AA7861  LAPLACE CORR-           2.28  (seconds)                    DEFLEC99
 AA7861  ELLIP HEIGHT-         228.51  (meters)          (07/29/02) GPS OBS
 AA7861  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AA7861
 AA7861  HORZ ORDER  -  FIRST
 AA7861  ELLP ORDER  -  FOURTH    CLASS I
 AA7861
 AA7861.The horizontal coordinates were established by GPS observations
 AA7861.and adjusted by the National Geodetic Survey in August 1995..
 AA7861
 AA7861.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7861.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7861
 AA7861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7861
 AA7861.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7861
 AA7861.The ellipsoidal height was determined by GPS observations
 AA7861.and is referenced to NAD 83.
 AA7861
 AA7861.The geoid height was determined by GEOID03.
 AA7861
 AA7861;                    North         East     Units Scale Factor Converg.
 AA7861;SPC AL W     -   462,637.366   584,557.810   MT  0.99993627   -0 05 38.7
 AA7861;UTM  16      - 3,781,457.103   438,481.945   MT  0.99964665   -0 22 29.8
 AA7861
 AA7861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7861!SPC AL W     -   0.99996413  x   0.99993627  =   0.99990040
 AA7861!UTM  16      -   0.99996413  x   0.99964665  =   0.99961079
 AA7861
 AA7861:                Primary Azimuth Mark                     Grid Az
 AA7861:SPC AL W     -  47 18                                    001 14 04.1
 AA7861:UTM  16      -  47 18                                    001 30 55.2
 AA7861
 AA7861|---------------------------------------------------------------------|
 AA7861| PID    Reference Object                     Distance      Geod. Az  |
 AA7861|                                                           dddmmss.s |
 AA7861| AA7862 47 18                               422.612 METERS 0010825.4 |
 AA7861|---------------------------------------------------------------------|
 AA7861
 AA7861                          SUPERSEDED SURVEY CONTROL
 AA7861
 AA7861  ELLIP H (10/10/95)  228.52   (m)                       GP(       ) 4 2
 AA7861  NGVD 29 (08/31/95)  255.2    (m)          837.     (f) GPS OBS        
 AA7861
 AA7861.Superseded values are not recommended for survey control.
 AA7861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7861.See file dsdata.txt to determine how the superseded data were derived.
 AA7861
 AA7861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3848281457(NAD 83)
 AA7861_MARKER: DD = SURVEY DISK
 AA7861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7861_STAMPING: 47-17 1994
 AA7861_MARK LOGO: ALHD  
 AA7861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7861+STABILITY: SURFACE MOTION
 AA7861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7861+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 AA7861
 AA7861  HISTORY     - Date     Condition        Report By
 AA7861  HISTORY     - 1994     MONUMENTED       ALHD
 AA7861  HISTORY     - 19980713 GOOD             JCLS
 AA7861
 AA7861                          STATION DESCRIPTION
 AA7861
 AA7861'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7861'THE STATION IS IN MARION COUNTY ON THE EAST RIGHT OF WAY OF MARION
 AA7861'COUNTY ROAD NO 19 ABOUT 7.25 MI (11.67 KM) SOUTH-SOUTHEAST OF BEAR
 AA7861'CREEK AND ABOUT 11.75 MI (18.91 KM) SOUTHEAST OF HACKLEBURG.
 AA7861' 
 AA7861'TO REACH THE STATION FROM THE JUNCTION OF AL 4 AND AL 129 (MILEPOST
 AA7861'27.80 ON AL 4 AND MILEPOST 31.45 ON AL 129) EAST OF HAMILTON, DRIVE
 AA7861'NORTHEAST ON AL 129 FOR 6.50 MI (10.46 KM) TO MILEPOST 37.95 AND
 AA7861'MARION COUNTY ROAD NO 19 RIGHT. TURN RIGHT ON MARION COUNTY ROAD NO 19
 AA7861'AND DRIVE SOUTH FOR 1.35 MI (2.17 KM) TO THE STATION ON THE LEFT.
 AA7861' 
 AA7861'THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND
 AA7861'OF BARBED WIRE ON OLD WOOD POSTS, 24.0 FT (7.3 M) EAST OF THE
 AA7861'CENTERLINE OF MARION COUNTY ROAD NO 19, 35.4 FT (10.8 M) SOUTH OF THE
 AA7861'SOUTH POST OF A METAL GATE LEADING INTO A FIELD, 3.2 FT (1.0 M) WEST
 AA7861'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7861' 
 AA7861'STATION 47-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7861
 AA7861                          STATION RECOVERY (1998)
 AA7861
 AA7861'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA7861'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7862 ***********************************************************************
 AA7862  DESIGNATION -  47 18
 AA7862  PID         -  AA7862
 AA7862  STATE/COUNTY-  AL/MARION
 AA7862  USGS QUAD   -  HALEYVILLE WEST (1982)
 AA7862
 AA7862                         *CURRENT SURVEY CONTROL
 AA7862  ___________________________________________________________________
 AA7862* NAD 83(1992)-  34 10 33.84001(N)    087 40 02.67412(W)     ADJUSTED  
 AA7862* NAVD 88     -       256.1    (meters)     840.     (feet)  VERTCON   
 AA7862  ___________________________________________________________________
 AA7862  X           -     214,998.576 (meters)                     COMP
 AA7862  Y           -  -5,278,125.108 (meters)                     COMP
 AA7862  Z           -   3,562,749.698 (meters)                     COMP
 AA7862  LAPLACE CORR-           2.30  (seconds)                    DEFLEC99
 AA7862  ELLIP HEIGHT-         229.33  (meters)          (07/29/02) GPS OBS
 AA7862  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AA7862
 AA7862  HORZ ORDER  -  FIRST
 AA7862  ELLP ORDER  -  FOURTH    CLASS I
 AA7862
 AA7862.The horizontal coordinates were established by GPS observations
 AA7862.and adjusted by the National Geodetic Survey in August 1995..
 AA7862
 AA7862.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7862.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7862
 AA7862.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7862
 AA7862.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7862
 AA7862.The ellipsoidal height was determined by GPS observations
 AA7862.and is referenced to NAD 83.
 AA7862
 AA7862.The geoid height was determined by GEOID03.
 AA7862
 AA7862;                    North         East     Units Scale Factor Converg.
 AA7862;SPC AL W     -   463,059.853   584,566.914   MT  0.99993627   -0 05 38.5
 AA7862;UTM  16      - 3,781,879.418   438,493.116   MT  0.99964663   -0 22 29.7
 AA7862
 AA7862!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7862!SPC AL W     -   0.99996400  x   0.99993627  =   0.99990027
 AA7862!UTM  16      -   0.99996400  x   0.99964663  =   0.99961064
 AA7862
 AA7862:                Primary Azimuth Mark                     Grid Az
 AA7862:SPC AL W     -  47 17                                    181 14 04.1
 AA7862:UTM  16      -  47 17                                    181 30 55.3
 AA7862
 AA7862|---------------------------------------------------------------------|
 AA7862| PID    Reference Object                     Distance      Geod. Az  |
 AA7862|                                                           dddmmss.s |
 AA7862| AA7861 47 17                               422.612 METERS 1810825.6 |
 AA7862|---------------------------------------------------------------------|
 AA7862
 AA7862                          SUPERSEDED SURVEY CONTROL
 AA7862
 AA7862  ELLIP H (10/10/95)  229.34   (m)                       GP(       ) 4 2
 AA7862  NGVD 29 (08/31/95)  256.0    (m)          840.     (f) GPS OBS        
 AA7862
 AA7862.Superseded values are not recommended for survey control.
 AA7862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7862.See file dsdata.txt to determine how the superseded data were derived.
 AA7862
 AA7862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3849381879(NAD 83)
 AA7862_MARKER: DD = SURVEY DISK
 AA7862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7862_STAMPING: 47-18 1994
 AA7862_MARK LOGO: ALHD  
 AA7862_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7862+STABILITY: SURFACE MOTION
 AA7862_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7862+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7862
 AA7862  HISTORY     - Date     Condition        Report By
 AA7862  HISTORY     - 1994     MONUMENTED       ALHD
 AA7862
 AA7862                          STATION DESCRIPTION
 AA7862
 AA7862'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7862'THE STATION IS IN MARION COUNTY ON THE EAST RIGHT OF WAY OF MARION
 AA7862'COUNTY ROAD NO 19 ABOUT 7.00 MI (11.27 KM) SOUTH-SOUTHEAST OF BEAR
 AA7862'CREEK AND ABOUT 11.60 MI (18.67 KM) SOUTHEAST OF HACKLEBURG.
 AA7862' 
 AA7862'TO REACH THE STATION FROM THE JUNCTION OF AL 4 AND AL 129 (MILEPOST
 AA7862'27.80 ON AL 4 AND MILEPOST 31.45 ON AL 129) EAST OF HAMILTON, DRIVE
 AA7862'NORTHEAST ON AL 129 FOR 6.50 MI (10.46 KM) TO MILEPOST 37.95 AND
 AA7862'MARION COUNTY ROAD NO 19 RIGHT. TURN RIGHT ON MARION COUNTY ROAD NO 19
 AA7862'AND DRIVE SOUTH FOR 1.10 MI (1.77 KM) TO THE STATION ON THE LEFT.
 AA7862' 
 AA7862'THE STATION IS 2.5 FT (0.8 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 AA7862'ON WOOD POSTS, 31.1 FT (9.5 M) EAST OF THE CENTERLINE OF MARION COUNTY
 AA7862'ROAD NO 19, 81.8 FT (24.9 M) NORTH OF THE SOUTHWEST FENCE CORNER OF
 AA7862'THE FOUR STRAND BARBED WIRE FENCE ON WOOD POSTS, 131.0 FT (39.9 M)
 AA7862'NORTH OF TELEPHONE CABLE PEDESTAL NO 880 9, 2.8 FT (0.9 M) WEST OF A
 AA7862'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7862' 
 AA7862'STATION 47-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7863 ***********************************************************************
 AA7863  DESIGNATION -  47 19
 AA7863  PID         -  AA7863
 AA7863  STATE/COUNTY-  AL/MARION
 AA7863  USGS QUAD   -  HAMILTON NE (1982)
 AA7863
 AA7863                         *CURRENT SURVEY CONTROL
 AA7863  ___________________________________________________________________
 AA7863* NAD 83(1992)-  34 09 12.04176(N)    087 48 18.89234(W)     ADJUSTED  
 AA7863* NAVD 88     -       186.6    (meters)     612.     (feet)  VERTCON   
 AA7863  ___________________________________________________________________
 AA7863  X           -     202,352.199 (meters)                     COMP
 AA7863  Y           -  -5,279,983.839 (meters)                     COMP
 AA7863  Z           -   3,560,625.032 (meters)                     COMP
 AA7863  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AA7863  ELLIP HEIGHT-         159.63  (meters)          (07/29/02) GPS OBS
 AA7863  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AA7863
 AA7863  HORZ ORDER  -  FIRST
 AA7863  ELLP ORDER  -  FOURTH    CLASS II
 AA7863
 AA7863.The horizontal coordinates were established by GPS observations
 AA7863.and adjusted by the National Geodetic Survey in August 1995..
 AA7863
 AA7863.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7863.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7863
 AA7863.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7863
 AA7863.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7863
 AA7863.The ellipsoidal height was determined by GPS observations
 AA7863.and is referenced to NAD 83.
 AA7863
 AA7863.The geoid height was determined by GEOID03.
 AA7863
 AA7863;                    North         East     Units Scale Factor Converg.
 AA7863;SPC AL W     -   460,569.033   571,852.342   MT  0.99994310   -0 10 16.9
 AA7863;UTM  16      - 3,779,451.627   425,770.084   MT  0.99966792   -0 27 07.5
 AA7863
 AA7863!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7863!SPC AL W     -   0.99997494  x   0.99994310  =   0.99991804
 AA7863!UTM  16      -   0.99997494  x   0.99966792  =   0.99964287
 AA7863
 AA7863:                Primary Azimuth Mark                     Grid Az
 AA7863:SPC AL W     -  47 20                                    026 13 56.9
 AA7863:UTM  16      -  47 20                                    026 30 47.5
 AA7863
 AA7863|---------------------------------------------------------------------|
 AA7863| PID    Reference Object                     Distance      Geod. Az  |
 AA7863|                                                           dddmmss.s |
 AA7863| AA7864 47 20                               438.314 METERS 0260340.0 |
 AA7863|---------------------------------------------------------------------|
 AA7863
 AA7863                          SUPERSEDED SURVEY CONTROL
 AA7863
 AA7863  NGVD 29 (08/31/95)  186.6    (m)          612.     (f) GPS OBS        
 AA7863
 AA7863.Superseded values are not recommended for survey control.
 AA7863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7863.See file dsdata.txt to determine how the superseded data were derived.
 AA7863
 AA7863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2577079452(NAD 83)
 AA7863_MARKER: DD = SURVEY DISK
 AA7863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7863_STAMPING: 47-19 1994
 AA7863_MARK LOGO: ALHD  
 AA7863_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7863+STABILITY: SURFACE MOTION
 AA7863_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7863+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 AA7863
 AA7863  HISTORY     - Date     Condition        Report By
 AA7863  HISTORY     - 1994     MONUMENTED       ALHD
 AA7863  HISTORY     - 20050223 GOOD             ALHD
 AA7863
 AA7863                          STATION DESCRIPTION
 AA7863
 AA7863'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7863'THE STATION IS IN MARION COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL
 AA7863'253 ABOUT 10.55 MI (16.98 KM) EAST OF HAMILTON AND ABOUT 8.65 MI
 AA7863'(13.92 KM) SOUTH OF HACKLEBURG.
 AA7863' 
 AA7863'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7863'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE EAST
 AA7863'ON AL 4 FOR 10.45 MI (16.82 KM) TO MILEPOST 22.90 AND AL 253 LEFT AND
 AA7863'RIGHT. TURN LEFT ON AL 253 AND DRIVE NORTH FOR 1.25 MI (2.01 KM) TO
 AA7863'MILEPOST 18.90 AND THE STATION ON THE LEFT.
 AA7863' 
 AA7863'THE STATION IS 26.6 FT (8.1 M) WEST OF THE CENTERLINE OF AL 253, 100.6
 AA7863'FT (30.7 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO 580 RE
 AA7863'ACROSS THE ROAD, 134.5 FT (41.0 M) NORTH OF A POWER POLE ACROSS THE
 AA7863'ROAD, 208.4 FT (63.5 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO 580 8
 AA7863'ACROSS THE ROAD, 2.5 FT (0.8 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS
 AA7863'POST AND SET FLUSH WITH THE GROUND.
 AA7863' 
 AA7863'STATION 47-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7863
 AA7863                          STATION RECOVERY (2005)
 AA7863
 AA7863'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7863'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1758 ***********************************************************************
 EF1758  DESIGNATION -  47 2
 EF1758  PID         -  EF1758
 EF1758  STATE/COUNTY-  AL/MARION
 EF1758  USGS QUAD   -  HAMILTON (1983)
 EF1758
 EF1758                         *CURRENT SURVEY CONTROL
 EF1758  ___________________________________________________________________
 EF1758* NAD 83(1992)-  34 10 48.10394(N)    087 56 47.83450(W)     ADJUSTED  
 EF1758* NAVD 88     -       220.6    (meters)     724.     (feet)  VERTCON   
 EF1758  ___________________________________________________________________
 EF1758  X           -     189,265.089 (meters)                     COMP
 EF1758  Y           -  -5,278,833.655 (meters)                     COMP
 EF1758  Z           -   3,563,093.102 (meters)                     COMP
 EF1758  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 EF1758  ELLIP HEIGHT-         193.35  (meters)          (07/29/02) GPS OBS
 EF1758  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EF1758
 EF1758  HORZ ORDER  -  FIRST
 EF1758  ELLP ORDER  -  FOURTH    CLASS I
 EF1758
 EF1758.The horizontal coordinates were established by GPS observations
 EF1758.and adjusted by the National Geodetic Survey in December 1992..
 EF1758
 EF1758.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1758
 EF1758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1758
 EF1758.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1758
 EF1758.The ellipsoidal height was determined by GPS observations
 EF1758.and is referenced to NAD 83.
 EF1758
 EF1758.The geoid height was determined by GEOID03.
 EF1758
 EF1758;                    North         East     Units Scale Factor Converg.
 EF1758;SPC AL W     -   463,576.817   558,828.880   MT  0.99995422   -0 15 03.3
 EF1758;UTM  16      - 3,782,522.385   412,765.005   MT  0.99969380   -0 31 54.6
 EF1758
 EF1758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1758!SPC AL W     -   0.99996965  x   0.99995422  =   0.99992387
 EF1758!UTM  16      -   0.99996965  x   0.99969380  =   0.99966346
 EF1758
 EF1758                          SUPERSEDED SURVEY CONTROL
 EF1758
 EF1758  ELLIP H (12/04/92)  193.38   (m)                       GP(       ) 4 1
 EF1758  NAD 83(1992)-  34 10 48.11324(N)    087 56 47.83261(W) AD(       ) 1
 EF1758  NGVD 29 (12/04/92)  220.5    (m)          723.     (f) GPS OBS        
 EF1758
 EF1758.Superseded values are not recommended for survey control.
 EF1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1758.See file dsdata.txt to determine how the superseded data were derived.
 EF1758
 EF1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1276582522(NAD 83)
 EF1758_MARKER: DD = SURVEY DISK
 EF1758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1758_SP_SET: CONCRETE POST
 EF1758_STAMPING: 47-2 1991
 EF1758_MARK LOGO: ALHD  
 EF1758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1758+STABILITY: SURFACE MOTION
 EF1758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1758+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 EF1758
 EF1758  HISTORY     - Date     Condition        Report By
 EF1758  HISTORY     - 1991     MONUMENTED       ALHD
 EF1758  HISTORY     - 19920225 GOOD
 EF1758  HISTORY     - 20050210 GOOD             ALHD
 EF1758
 EF1758                          STATION DESCRIPTION
 EF1758
 EF1758'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1758'THE STATION IS LOCATED IN MARION COUNTY ON THE SOUTHEAST RIGHT OF WAY
 EF1758'OF U.S. 43, ABOUT 3.50 MI (5.63 KM) NORTHEAST OF HAMILTON AND ABOUT
 EF1758'9.60 MI (15.45 KM) SOUTHWEST OF HACKLEBURG.
 EF1758'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 78, U.S. 278,
 EF1758'AND ALA 17 (MILE POST 279.10 ON U.S. 43 AND ALA 17) AT THE NORTHEAST
 EF1758'CORNER OF THE COURTHOUSE SQUARE IN HAMILTON, DRIVE NORTH ON U.S. 43
 EF1758'AND ALA 17 FOR 3.80 MI (6.12 KM) TO MILE POST 282.90 AND THE STATION
 EF1758'ON THE RIGHT.
 EF1758'THE STATION IS LOCATED ACROSS U.S. 43 AND ALA 17 FROM TICE WELDING
 EF1758'SHOP, 4.8 FT (1.5 M) NORTHWEST OF THE CREST OF A 15 FOOT (4.6 M)
 EF1758'FRONT SLOPE, 46.4 FT (14.1 M) SOUTHEAST OF THE CENTER LINE OF U.S. 43
 EF1758'AND ALA 17, 80.6 FT (24.6 M) WEST-SOUTHWEST OF TELEPHONE CABLE POLE
 EF1758'NO. T1 103 7 96, 4.5 FT (1.4 M) NORTHWEST OF A CARSONITE WITNESS
 EF1758'POST, AND SET FLUSH WITH THE GROUND.
 EF1758'STATION 47-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1758
 EF1758                          STATION RECOVERY (1992)
 EF1758
 EF1758'RECOVERED 1992
 EF1758'RECOVERED IN GOOD CONDITION.
 EF1758
 EF1758                          STATION RECOVERY (2005)
 EF1758
 EF1758'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7864 ***********************************************************************
 AA7864  DESIGNATION -  47 20
 AA7864  PID         -  AA7864
 AA7864  STATE/COUNTY-  AL/MARION
 AA7864  USGS QUAD   -  HAMILTON NE (1982)
 AA7864
 AA7864                         *CURRENT SURVEY CONTROL
 AA7864  ___________________________________________________________________
 AA7864* NAD 83(1992)-  34 09 24.82053(N)    087 48 11.37476(W)     ADJUSTED  
 AA7864* NAVD 88     -       184.8    (meters)     606.     (feet)  VERTCON   
 AA7864  ___________________________________________________________________
 AA7864  X           -     202,536.102 (meters)                     COMP
 AA7864  Y           -  -5,279,754.032 (meters)                     COMP
 AA7864  Z           -   3,560,949.841 (meters)                     COMP
 AA7864  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AA7864  ELLIP HEIGHT-         157.79  (meters)          (07/29/02) GPS OBS
 AA7864  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AA7864
 AA7864  HORZ ORDER  -  FIRST
 AA7864  ELLP ORDER  -  FOURTH    CLASS II
 AA7864
 AA7864.The horizontal coordinates were established by GPS observations
 AA7864.and adjusted by the National Geodetic Survey in August 1995..
 AA7864
 AA7864.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7864.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7864
 AA7864.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7864
 AA7864.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7864
 AA7864.The ellipsoidal height was determined by GPS observations
 AA7864.and is referenced to NAD 83.
 AA7864
 AA7864.The geoid height was determined by GEOID03.
 AA7864
 AA7864;                    North         East     Units Scale Factor Converg.
 AA7864;SPC AL W     -   460,962.182   572,046.072   MT  0.99994296   -0 10 12.8
 AA7864;UTM  16      - 3,779,843.714   425,965.684   MT  0.99966756   -0 27 03.5
 AA7864
 AA7864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7864!SPC AL W     -   0.99997523  x   0.99994296  =   0.99991819
 AA7864!UTM  16      -   0.99997523  x   0.99966756  =   0.99964280
 AA7864
 AA7864:                Primary Azimuth Mark                     Grid Az
 AA7864:SPC AL W     -  47 19                                    206 13 57.0
 AA7864:UTM  16      -  47 19                                    206 30 47.7
 AA7864
 AA7864|---------------------------------------------------------------------|
 AA7864| PID    Reference Object                     Distance      Geod. Az  |
 AA7864|                                                           dddmmss.s |
 AA7864| AA7863 47 19                               438.314 METERS 2060344.2 |
 AA7864|---------------------------------------------------------------------|
 AA7864
 AA7864                          SUPERSEDED SURVEY CONTROL
 AA7864
 AA7864  NGVD 29 (08/31/95)  184.7    (m)          606.     (f) GPS OBS        
 AA7864
 AA7864.Superseded values are not recommended for survey control.
 AA7864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7864.See file dsdata.txt to determine how the superseded data were derived.
 AA7864
 AA7864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2596679844(NAD 83)
 AA7864_MARKER: DD = SURVEY DISK
 AA7864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7864_STAMPING: 47-20 1994
 AA7864_MARK LOGO: ALHD  
 AA7864_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7864+STABILITY: SURFACE MOTION
 AA7864_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7864+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 AA7864
 AA7864  HISTORY     - Date     Condition        Report By
 AA7864  HISTORY     - 1994     MONUMENTED       ALHD
 AA7864  HISTORY     - 20050223 GOOD             ALHD
 AA7864
 AA7864                          STATION DESCRIPTION
 AA7864
 AA7864'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7864'THE STATION IS IN MARION COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL
 AA7864'253 ABOUT 10.70 MI (17.22 KM) EAST OF HAMILTON AND ABOUT 8.40 MI
 AA7864'(13.52 KM) SOUTH OF HACKLEBURG.
 AA7864' 
 AA7864'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7864'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE EAST
 AA7864'ON AL 4 FOR 10.45 MI (16.82 KM) TO MILEPOST 22.90 AND AL 253 LEFT AND
 AA7864'RIGHT. TURN LEFT ON AL 253 AND DRIVE NORTH FOR 1.55 MI (2.49 KM) TO
 AA7864'MILEPOST 19.20 AND THE STATION ON THE LEFT.
 AA7864' 
 AA7864'THE STATION IS 30.0 FT (9.1 M) NORTHWEST OF THE CENTERLINE OF AL 253,
 AA7864'49.7 FT (15.1 M) SOUTHWEST OF A JUNCTION CABLE POLE, 50.0 FT (15.2 M)
 AA7864'NORTH-NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD
 AA7864'LEADING TO A BROWN WOOD FRAME HOUSE, 69.5 FT (21.2 M) NORTHEAST OF A
 AA7864'POWER AND CABLE POLE, 169.3 FT (51.6 M) NORTHEAST OF TELEPHONE CABLE
 AA7864'PEDESTAL NO 580 9, 169.5 FT (51.7 M) NORTHEAST OF A CABLE POLE WITH
 AA7864'ONE GUY WIRE, 174.0 FT (53.0 M) EAST OF THE CENTER OF A GRAVEL ROAD,
 AA7864'2.3 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA7864'WITH THE GROUND.
 AA7864' 
 AA7864'STATION 47-19 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7864
 AA7864                          STATION RECOVERY (2005)
 AA7864
 AA7864'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7864'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7865 ***********************************************************************
 AA7865  DESIGNATION -  47 21
 AA7865  PID         -  AA7865
 AA7865  STATE/COUNTY-  AL/MARION
 AA7865  USGS QUAD   -  WESTON (1982)
 AA7865
 AA7865                         *CURRENT SURVEY CONTROL
 AA7865  ___________________________________________________________________
 AA7865* NAD 83(1992)-  34 10 27.03216(N)    088 03 49.20110(W)     ADJUSTED  
 AA7865* NAVD 88     -       186.6    (meters)     612.     (feet)  VERTCON   
 AA7865  ___________________________________________________________________
 AA7865  X           -     178,492.247 (meters)                     COMP
 AA7865  Y           -  -5,279,545.677 (meters)                     COMP
 AA7865  Z           -   3,562,536.820 (meters)                     COMP
 AA7865  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 AA7865  ELLIP HEIGHT-         159.32  (meters)          (07/29/02) GPS OBS
 AA7865  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AA7865
 AA7865  HORZ ORDER  -  FIRST
 AA7865  ELLP ORDER  -  FOURTH    CLASS I
 AA7865
 AA7865.The horizontal coordinates were established by GPS observations
 AA7865.and adjusted by the National Geodetic Survey in August 1995..
 AA7865
 AA7865.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7865.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7865
 AA7865.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7865
 AA7865.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7865
 AA7865.The ellipsoidal height was determined by GPS observations
 AA7865.and is referenced to NAD 83.
 AA7865
 AA7865.The geoid height was determined by GEOID03.
 AA7865
 AA7865;                    North         East     Units Scale Factor Converg.
 AA7865;SPC AL W     -   462,981.015   548,035.425   MT  0.99996661   -0 18 59.8
 AA7865;UTM  16      - 3,781,979.646   401,971.503   MT  0.99971845   -0 35 51.1
 AA7865
 AA7865!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7865!SPC AL W     -   0.99997499  x   0.99996661  =   0.99994160
 AA7865!UTM  16      -   0.99997499  x   0.99971845  =   0.99969345
 AA7865
 AA7865                          SUPERSEDED SURVEY CONTROL
 AA7865
 AA7865  ELLIP H (10/10/95)  159.30   (m)                       GP(       ) 4 2
 AA7865  NGVD 29 (08/31/95)  186.5    (m)          612.     (f) GPS OBS        
 AA7865
 AA7865.Superseded values are not recommended for survey control.
 AA7865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7865.See file dsdata.txt to determine how the superseded data were derived.
 AA7865
 AA7865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0197281980(NAD 83)
 AA7865_MARKER: DD = SURVEY DISK
 AA7865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7865_STAMPING: 47-21 1994
 AA7865_MARK LOGO: ALHD  
 AA7865_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7865+STABILITY: SURFACE MOTION
 AA7865_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7865+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 AA7865
 AA7865  HISTORY     - Date     Condition        Report By
 AA7865  HISTORY     - 1994     MONUMENTED       ALHD
 AA7865  HISTORY     - 20050216 GOOD             ALHD
 AA7865
 AA7865                          STATION DESCRIPTION
 AA7865
 AA7865'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7865'THE STATION IS IN MARION COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA7865'COUNTY ROAD ABOUT 4.90 MI (7.89 KM) NORTHWEST OF HAMILTON AND ABOUT
 AA7865'15.30 MI (24.62 KM) SOUTHWEST OF HACKLEBURG.
 AA7865' 
 AA7865'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7865'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE WEST
 AA7865'ON AL 4 FOR 4.65 MI (7.48 KM) TO MILEPOST 7.80 AND AL 19 LEFT AND
 AA7865'RIGHT. TURN RIGHT ON AL 19 AND DRIVE NORTH FOR 0.35 MI (0.56 KM) TO
 AA7865'MILEPOST 11.95, A PAVED COUNTY ROAD LEFT AND RIGHT, AND THE STATION ON
 AA7865'THE LEFT IN THE NORTHWEST QUADRANT OF THE CROSSROADS.
 AA7865' 
 AA7865'THE STATION IS 37.5 FT (11.4 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 AA7865'THE PAVED COUNTY ROAD, 83.7 FT (25.5 M) WEST OF A PURE GAS STATION
 AA7865'SIGN, 130.7 FT (39.8 M) WEST-NORTHWEST OF A YIELD SIGN, 135.0 FT (41.1
 AA7865'M) WEST OF THE CENTERLINE OF AL 19, 162.0 FT (49.4 M) WEST OF AN AL 19
 AA7865'NORTH SIGN ACROSS AL 19, 174.0 FT (53.0 M) WEST OF MILEPOST 12 ACROSS
 AA7865'AL 19, 2.6 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET
 AA7865'FLUSH WITH THE GROUND.
 AA7865' 
 AA7865'STATION 47-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7865
 AA7865                          STATION RECOVERY (2005)
 AA7865
 AA7865'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7865'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7866 ***********************************************************************
 AA7866  DESIGNATION -  47 22
 AA7866  PID         -  AA7866
 AA7866  STATE/COUNTY-  AL/MARION
 AA7866  USGS QUAD   -  WESTON (1982)
 AA7866
 AA7866                         *CURRENT SURVEY CONTROL
 AA7866  ___________________________________________________________________
 AA7866* NAD 83(1992)-  34 10 07.71139(N)    088 03 08.17861(W)     ADJUSTED  
 AA7866* NAVD 88     -       183.2    (meters)     601.     (feet)  VERTCON   
 AA7866  ___________________________________________________________________
 AA7866  X           -     179,553.524 (meters)                     COMP
 AA7866  Y           -  -5,279,841.495 (meters)                     COMP
 AA7866  Z           -   3,562,042.379 (meters)                     COMP
 AA7866  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AA7866  ELLIP HEIGHT-         155.97  (meters)          (07/29/02) GPS OBS
 AA7866  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA7866
 AA7866  HORZ ORDER  -  FIRST
 AA7866  ELLP ORDER  -  FOURTH    CLASS I
 AA7866
 AA7866.The horizontal coordinates were established by GPS observations
 AA7866.and adjusted by the National Geodetic Survey in August 1995..
 AA7866
 AA7866.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7866.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7866
 AA7866.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7866
 AA7866.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7866
 AA7866.The ellipsoidal height was determined by GPS observations
 AA7866.and is referenced to NAD 83.
 AA7866
 AA7866.The geoid height was determined by GEOID03.
 AA7866
 AA7866;                    North         East     Units Scale Factor Converg.
 AA7866;SPC AL W     -   462,379.974   549,082.734   MT  0.99996528   -0 18 36.7
 AA7866;UTM  16      - 3,781,373.629   403,015.594   MT  0.99971594   -0 35 27.7
 AA7866
 AA7866!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7866!SPC AL W     -   0.99997552  x   0.99996528  =   0.99994080
 AA7866!UTM  16      -   0.99997552  x   0.99971594  =   0.99969146
 AA7866
 AA7866                          SUPERSEDED SURVEY CONTROL
 AA7866
 AA7866  ELLIP H (10/10/95)  155.96   (m)                       GP(       ) 4 2
 AA7866  NGVD 29 (08/31/95)  183.2    (m)          601.     (f) GPS OBS        
 AA7866
 AA7866.Superseded values are not recommended for survey control.
 AA7866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7866.See file dsdata.txt to determine how the superseded data were derived.
 AA7866
 AA7866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0301681374(NAD 83)
 AA7866_MARKER: DD = SURVEY DISK
 AA7866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7866_STAMPING: 47-22 1994
 AA7866_MARK LOGO: ALHD  
 AA7866_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7866+STABILITY: SURFACE MOTION
 AA7866_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7866+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 AA7866
 AA7866  HISTORY     - Date     Condition        Report By
 AA7866  HISTORY     - 1994     MONUMENTED       ALHD
 AA7866  HISTORY     - 20050216 GOOD             ALHD
 AA7866
 AA7866                          STATION DESCRIPTION
 AA7866
 AA7866'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7866'THE STATION IS IN MARION COUNTY ON THE NORTH RIGHT OF WAY OF AL 4
 AA7866'ABOUT 4.10 MI (6.60 KM) NORTHWEST OF HAMILTON AND ABOUT 14.90 MI
 AA7866'(23.98 KM) SOUTHWEST OF HACKLEBURG.
 AA7866' 
 AA7866'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7866'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE WEST
 AA7866'ON AL 4 FOR 4.15 MI (6.68 KM) TO MILEPOST 8.30 AND THE STATION ON THE
 AA7866'RIGHT.
 AA7866' 
 AA7866'THE STATION IS 135.9 FT (41.4 M) NORTH OF THE CENTERLINE OF AL 4,
 AA7866'198.0 FT (60.4 M) NORTHWEST OF THE WEST ONE OF NINE FOUR-FOOT
 AA7866'REFLECTER POSTS, 230.5 FT (70.3 M) EAST-NORTHEAST OF A U.S. 78 WEST
 AA7866'DIRECTIONAL SIGN, 231.4 FT (70.5 M) EAST-NORTHEAST OF A MARION COUNTY
 AA7866'ROAD NO 94 DIRECTIONAL SIGN, 257.0 FT (78.3 M) NORTHWEST OF THE EAST
 AA7866'ONE OF NINE FOUR-FOOT REFLECTER POSTS, 318.0 FT (96.9 M) EAST OF A
 AA7866'YIELD SIGN, 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST AND
 AA7866'SET FLUSH WITH THE GROUND.
 AA7866' 
 AA7866'STATION 47-21 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7866
 AA7866                          STATION RECOVERY (2005)
 AA7866
 AA7866'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7866'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7867 ***********************************************************************
 AA7867  DESIGNATION -  47 23
 AA7867  PID         -  AA7867
 AA7867  STATE/COUNTY-  AL/MARION
 AA7867  USGS QUAD   -  DETROIT (1967)
 AA7867
 AA7867                         *CURRENT SURVEY CONTROL
 AA7867  ___________________________________________________________________
 AA7867* NAD 83(1992)-  34 05 41.97324(N)    088 07 45.40251(W)     ADJUSTED  
 AA7867* NAVD 88     -       127.1    (meters)     417.     (feet)  VERTCON   
 AA7867  ___________________________________________________________________
 AA7867  X           -     172,605.616 (meters)                     COMP
 AA7867  Y           -  -5,284,623.466 (meters)                     COMP
 AA7867  Z           -   3,555,233.047 (meters)                     COMP
 AA7867  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AA7867  ELLIP HEIGHT-          99.72  (meters)          (07/29/02) GPS OBS
 AA7867  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA7867
 AA7867  HORZ ORDER  -  FIRST
 AA7867  ELLP ORDER  -  FOURTH    CLASS I
 AA7867
 AA7867.The horizontal coordinates were established by GPS observations
 AA7867.and adjusted by the National Geodetic Survey in August 1995..
 AA7867
 AA7867.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7867.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7867
 AA7867.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7867
 AA7867.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7867
 AA7867.The ellipsoidal height was determined by GPS observations
 AA7867.and is referenced to NAD 83.
 AA7867
 AA7867.The geoid height was determined by GEOID03.
 AA7867
 AA7867;                    North         East     Units Scale Factor Converg.
 AA7867;SPC AL W     -   454,233.412   541,932.470   MT  0.99997488   -0 21 09.9
 AA7867;UTM  16      - 3,773,264.170   395,827.282   MT  0.99973377   -0 37 59.1
 AA7867
 AA7867!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7867!SPC AL W     -   0.99998435  x   0.99997488  =   0.99995923
 AA7867!UTM  16      -   0.99998435  x   0.99973377  =   0.99971812
 AA7867
 AA7867:                Primary Azimuth Mark                     Grid Az
 AA7867:SPC AL W     -  47 24                                    000 45 12.7
 AA7867:UTM  16      -  47 24                                    001 02 01.9
 AA7867
 AA7867|---------------------------------------------------------------------|
 AA7867| PID    Reference Object                     Distance      Geod. Az  |
 AA7867|                                                           dddmmss.s |
 AA7867| AA7868 47 24                               460.546 METERS 0002402.8 |
 AA7867|---------------------------------------------------------------------|
 AA7867
 AA7867                          SUPERSEDED SURVEY CONTROL
 AA7867
 AA7867  ELLIP H (10/10/95)   99.70   (m)                       GP(       ) 4 2
 AA7867  NGVD 29 (08/31/95)  127.1    (m)          417.     (f) GPS OBS        
 AA7867
 AA7867.Superseded values are not recommended for survey control.
 AA7867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7867.See file dsdata.txt to determine how the superseded data were derived.
 AA7867
 AA7867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9582773264(NAD 83)
 AA7867_MARKER: DD = SURVEY DISK
 AA7867_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7867_STAMPING: 47-23 1994
 AA7867_MARK LOGO: ALHD  
 AA7867_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7867_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7867+STABILITY: SURFACE MOTION
 AA7867_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7867+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7867
 AA7867  HISTORY     - Date     Condition        Report By
 AA7867  HISTORY     - 1994     MONUMENTED       ALHD
 AA7867
 AA7867                          STATION DESCRIPTION
 AA7867
 AA7867'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7867'THE STATION IS IN MARION COUNTY ON THE EAST RIGHT OF WAY OF AL 19
 AA7867'ABOUT 8.70 MI (14.00 KM) WEST-SOUTHWEST OF HAMILTON AND ABOUT 15.20 MI
 AA7867'(24.46 KM) NORTHWEST OF GUIN.
 AA7867' 
 AA7867'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7867'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE WEST
 AA7867'ON AL 4 FOR 4.65 MI (7.48 KM) TO MILEPOST 7.80 AND AL 19 LEFT AND
 AA7867'RIGHT. TURN LEFT ON AL 19 AND DRIVE SOUTH AND WEST FOR 8.40 MI (13.52
 AA7867'KM) TO MILEPOST 3.20 AND THE STATION ON THE LEFT.
 AA7867' 
 AA7867'THE STATION IS 41.5 FT (12.6 M) EAST OF THE CENTERLINE OF AL 19, 93.5
 AA7867'FT (28.5 M) SOUTHWEST OF THE CENTER OF A GRAVEL DRIVE TO A WHITE WOOD
 AA7867'FRAME HOUSE WITH A BROWN SHINGLE ROOF, 109.1 FT (33.3 M) SOUTHWEST OF
 AA7867'A METAL MAILBOX ON A RUSTY METAL POST, 122.0 FT (37.2 M) SOUTH OF THE
 AA7867'CENTER OF THE Y-INTERSECTION OF TWO GRAVEL DRIVEWAYS LEADING TO WHITE
 AA7867'WOOD FRAME HOUSES, 156.2 FT (47.6 M) SOUTH OF A JUNCTION POWER POLE
 AA7867'WITH ONE GUY WIRE AND ONE TRANSFORMER, 191.5 FT (58.4 M)
 AA7867'NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO 839 7, 9.6 FT (2.9 M)
 AA7867'WEST-SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7867'GROUND.
 AA7867' 
 AA7867'STATION 47-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7868 ***********************************************************************
 AA7868  DESIGNATION -  47 24
 AA7868  PID         -  AA7868
 AA7868  STATE/COUNTY-  AL/MARION
 AA7868  USGS QUAD   -  DETROIT (1967)
 AA7868
 AA7868                         *CURRENT SURVEY CONTROL
 AA7868  ___________________________________________________________________
 AA7868* NAD 83(1992)-  34 05 56.91971(N)    088 07 45.27683(W)     ADJUSTED  
 AA7868* NAVD 88     -       124.8    (meters)     409.     (feet)  VERTCON   
 AA7868  ___________________________________________________________________
 AA7868  X           -     172,600.346 (meters)                     COMP
 AA7868  Y           -  -5,284,363.417 (meters)                     COMP
 AA7868  Z           -   3,555,613.128 (meters)                     COMP
 AA7868  LAPLACE CORR-           2.05  (seconds)                    DEFLEC99
 AA7868  ELLIP HEIGHT-          97.42  (meters)          (07/29/02) GPS OBS
 AA7868  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA7868
 AA7868  HORZ ORDER  -  FIRST
 AA7868  ELLP ORDER  -  FOURTH    CLASS I
 AA7868
 AA7868.The horizontal coordinates were established by GPS observations
 AA7868.and adjusted by the National Geodetic Survey in August 1995..
 AA7868
 AA7868.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7868.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7868
 AA7868.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7868
 AA7868.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7868
 AA7868.The ellipsoidal height was determined by GPS observations
 AA7868.and is referenced to NAD 83.
 AA7868
 AA7868.The geoid height was determined by GEOID03.
 AA7868
 AA7868;                    North         East     Units Scale Factor Converg.
 AA7868;SPC AL W     -   454,693.906   541,938.526   MT  0.99997487   -0 21 10.0
 AA7868;UTM  16      - 3,773,724.519   395,835.590   MT  0.99973375   -0 37 59.3
 AA7868
 AA7868!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7868!SPC AL W     -   0.99998471  x   0.99997487  =   0.99995958
 AA7868!UTM  16      -   0.99998471  x   0.99973375  =   0.99971846
 AA7868
 AA7868:                Primary Azimuth Mark                     Grid Az
 AA7868:SPC AL W     -  47 23                                    180 45 12.9
 AA7868:UTM  16      -  47 23                                    181 02 02.2
 AA7868
 AA7868|---------------------------------------------------------------------|
 AA7868| PID    Reference Object                     Distance      Geod. Az  |
 AA7868|                                                           dddmmss.s |
 AA7868| AA7867 47 23                               460.546 METERS 1802402.9 |
 AA7868|---------------------------------------------------------------------|
 AA7868
 AA7868                          SUPERSEDED SURVEY CONTROL
 AA7868
 AA7868  ELLIP H (10/10/95)   97.41   (m)                       GP(       ) 4 2
 AA7868  NGVD 29 (08/31/95)  124.8    (m)          409.     (f) GPS OBS        
 AA7868
 AA7868.Superseded values are not recommended for survey control.
 AA7868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7868.See file dsdata.txt to determine how the superseded data were derived.
 AA7868
 AA7868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9583673725(NAD 83)
 AA7868_MARKER: DD = SURVEY DISK
 AA7868_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7868_STAMPING: 47-24 1994
 AA7868_MARK LOGO: ALHD  
 AA7868_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7868_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7868+STABILITY: SURFACE MOTION
 AA7868_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7868+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 AA7868
 AA7868  HISTORY     - Date     Condition        Report By
 AA7868  HISTORY     - 1994     MONUMENTED       ALHD
 AA7868  HISTORY     - 20050223 GOOD             ALHD
 AA7868
 AA7868                          STATION DESCRIPTION
 AA7868
 AA7868'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7868'THE STATION IS IN MARION COUNTY ON THE EAST RIGHT OF WAY OF AL 19
 AA7868'ABOUT 8.60 MI (13.84 KM) WEST-SOUTHWEST OF HAMILTON AND ABOUT 15.40 MI
 AA7868'(24.78 KM) NORTHWEST OF GUIN.
 AA7868' 
 AA7868'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7868'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE WEST
 AA7868'ON AL 4 FOR 4.65 MI (7.48 KM) TO MILEPOST 7.80 AND AL 19 LEFT AND
 AA7868'RIGHT. TURN LEFT ON AL 19 AND DRIVE SOUTH AND WEST FOR 8.15 MI (13.12
 AA7868'KM) TO MILEPOST 3.45 AND THE STATION ON THE LEFT.
 AA7868' 
 AA7868'THE STATION IS 2.3 FT (0.7 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 AA7868'ON WOOD POSTS AND GRAY METAL POSTS WITH RED TOPS, 36.5 FT (11.1 M)
 AA7868'EAST OF THE CENTERLINE OF AL 19, 119.2 FT (36.3 M) SOUTH OF THE SOUTH
 AA7868'END OF AN EIGHT-FOOT CONCRETE DRAINAGE FLUME, 162.3 FT (49.5 M) SOUTH
 AA7868'OF THE WEST POST OF A SILVER METAL GATE LEADING INTO A PASTURE, 163.2
 AA7868'FT (49.7 M) SOUTH OF THE EAST POST OF A SILVER METAL GATE LEADING INTO
 AA7868'A PASTURE, 2.5 FT (0.8 M) WEST OF A CARSONITE WITNESS POST AND SET
 AA7868'FLUSH WITH THE GROUND.
 AA7868' 
 AA7868'STATION 47-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7868
 AA7868                          STATION RECOVERY (2005)
 AA7868
 AA7868'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7868'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7869 ***********************************************************************
 AA7869  DESIGNATION -  47 25
 AA7869  PID         -  AA7869
 AA7869  STATE/COUNTY-  AL/MARION
 AA7869  USGS QUAD   -  HENSON SPRINGS (1967)
 AA7869
 AA7869                         *CURRENT SURVEY CONTROL
 AA7869  ___________________________________________________________________
 AA7869* NAD 83(1992)-  34 05 30.02188(N)    088 00 21.98448(W)     ADJUSTED  
 AA7869* NAVD 88     -       130.2    (meters)     427.     (feet)  VERTCON   
 AA7869  ___________________________________________________________________
 AA7869  X           -     183,973.111 (meters)                     COMP
 AA7869  Y           -  -5,284,449.191 (meters)                     COMP
 AA7869  Z           -   3,554,929.914 (meters)                     COMP
 AA7869  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AA7869  ELLIP HEIGHT-         102.98  (meters)          (07/29/02) GPS OBS
 AA7869  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AA7869
 AA7869  HORZ ORDER  -  FIRST
 AA7869  ELLP ORDER  -  FOURTH    CLASS I
 AA7869
 AA7869.The horizontal coordinates were established by GPS observations
 AA7869.and adjusted by the National Geodetic Survey in August 1995..
 AA7869
 AA7869.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7869.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7869
 AA7869.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7869
 AA7869.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7869
 AA7869.The ellipsoidal height was determined by GPS observations
 AA7869.and is referenced to NAD 83.
 AA7869
 AA7869.The geoid height was determined by GEOID03.
 AA7869
 AA7869;                    North         East     Units Scale Factor Converg.
 AA7869;SPC AL W     -   453,802.052   553,296.605   MT  0.99996021   -0 17 01.3
 AA7869;UTM  16      - 3,772,777.339   407,186.358   MT  0.99970619   -0 33 50.3
 AA7869
 AA7869!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7869!SPC AL W     -   0.99998383  x   0.99996021  =   0.99994404
 AA7869!UTM  16      -   0.99998383  x   0.99970619  =   0.99969003
 AA7869
 AA7869:                Primary Azimuth Mark                     Grid Az
 AA7869:SPC AL W     -  47 26                                    074 00 56.3
 AA7869:UTM  16      -  47 26                                    074 17 45.3
 AA7869
 AA7869|---------------------------------------------------------------------|
 AA7869| PID    Reference Object                     Distance      Geod. Az  |
 AA7869|                                                           dddmmss.s |
 AA7869| AA7870 47 26                               418.941 METERS 0734355.0 |
 AA7869|---------------------------------------------------------------------|
 AA7869
 AA7869                          SUPERSEDED SURVEY CONTROL
 AA7869
 AA7869  ELLIP H (10/10/95)  102.96   (m)                       GP(       ) 4 2
 AA7869  NGVD 29 (08/31/95)  130.2    (m)          427.     (f) GPS OBS        
 AA7869
 AA7869.Superseded values are not recommended for survey control.
 AA7869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7869.See file dsdata.txt to determine how the superseded data were derived.
 AA7869
 AA7869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0718672777(NAD 83)
 AA7869_MARKER: DD = SURVEY DISK
 AA7869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7869_STAMPING: 47-25 1994
 AA7869_MARK LOGO: ALHD  
 AA7869_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7869+STABILITY: SURFACE MOTION
 AA7869_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7869+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AA7869
 AA7869  HISTORY     - Date     Condition        Report By
 AA7869  HISTORY     - 1994     MONUMENTED       ALHD
 AA7869  HISTORY     - 20040330 GOOD             ALHD
 AA7869
 AA7869                          STATION DESCRIPTION
 AA7869
 AA7869'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7869'THE STATION IS IN MARION COUNTY ON THE NORTH RIGHT OF WAY OF MARION
 AA7869'COUNTY ROAD NO 35 IN HAMILTON.
 AA7869' 
 AA7869'TO REACH THE STATION FROM THE CENTER OF EXIT 14 ON U.S. 78, DRIVE EAST
 AA7869'ON MARION COUNTY ROAD NO 35 FOR 0.10 MI (0.16 KM) TO THE STATION ON
 AA7869'THE LEFT.
 AA7869' 
 AA7869'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A HOG WIRE FENCE WITH
 AA7869'TWO STRANDS OF BARBED WIRE ON METAL POSTS, 13.0 FT (4.0 M)
 AA7869'SOUTH-SOUTHEAST OF THE CENTERLINE OF AN ABANDONED COUNTY ROAD, 63.0 FT
 AA7869'(19.2 M) NORTHEAST OF A U.S. 78 EAST AND WEST DIRECTIONAL SIGN, 66.0
 AA7869'FT (20.1 M) NORTH-NORTHWEST OF THE CENTER OF MARION COUNTY ROAD NO 35,
 AA7869'116.7 FT (35.6 M) WEST OF THE CENTER OF A CONCRETE HEADWALL ON THE
 AA7869'NORTH END OF A TWENTYTWO-INCH CONCRETE DRAINAGE PIPE UNDER MARION
 AA7869'COUNTY ROAD NO 35, 131.3 FT (40.0 M) WEST OF THE NORTH POST OF A
 AA7869'BIRMINGHAM AND TUPELO DIRECTIONAL SIGN, 3.1 FT (0.9 M) SOUTHEAST OF A
 AA7869'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7869' 
 AA7869'STATION 47-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7869
 AA7869                          STATION RECOVERY (2004)
 AA7869
 AA7869'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7869'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7870 ***********************************************************************
 AA7870  DESIGNATION -  47 26
 AA7870  PID         -  AA7870
 AA7870  STATE/COUNTY-  AL/MARION
 AA7870  USGS QUAD   -  HENSON SPRINGS (1967)
 AA7870
 AA7870                         *CURRENT SURVEY CONTROL
 AA7870  ___________________________________________________________________
 AA7870* NAD 83(1992)-  34 05 33.83043(N)    088 00 06.29598(W)     ADJUSTED  
 AA7870* NAVD 88     -       130.3    (meters)     427.     (feet)  VERTCON   
 AA7870  ___________________________________________________________________
 AA7870  X           -     184,372.752 (meters)                     COMP
 AA7870  Y           -  -5,284,369.461 (meters)                     COMP
 AA7870  Z           -   3,555,027.109 (meters)                     COMP
 AA7870  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 AA7870  ELLIP HEIGHT-         103.00  (meters)          (07/29/02) GPS OBS
 AA7870  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AA7870
 AA7870  HORZ ORDER  -  FIRST
 AA7870  ELLP ORDER  -  FOURTH    CLASS I
 AA7870
 AA7870.The horizontal coordinates were established by GPS observations
 AA7870.and adjusted by the National Geodetic Survey in August 1995..
 AA7870
 AA7870.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7870.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7870
 AA7870.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7870
 AA7870.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7870
 AA7870.The ellipsoidal height was determined by GPS observations
 AA7870.and is referenced to NAD 83.
 AA7870
 AA7870.The geoid height was determined by GEOID03.
 AA7870
 AA7870;                    North         East     Units Scale Factor Converg.
 AA7870;SPC AL W     -   453,917.414   553,699.332   MT  0.99995975   -0 16 52.5
 AA7870;UTM  16      - 3,772,890.700   407,589.543   MT  0.99970527   -0 33 41.6
 AA7870
 AA7870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7870!SPC AL W     -   0.99998383  x   0.99995975  =   0.99994358
 AA7870!UTM  16      -   0.99998383  x   0.99970527  =   0.99968911
 AA7870
 AA7870:                Primary Azimuth Mark                     Grid Az
 AA7870:SPC AL W     -  47 25                                    254 00 56.3
 AA7870:UTM  16      -  47 25                                    254 17 45.4
 AA7870
 AA7870|---------------------------------------------------------------------|
 AA7870| PID    Reference Object                     Distance      Geod. Az  |
 AA7870|                                                           dddmmss.s |
 AA7870| AA7869 47 25                               418.941 METERS 2534403.8 |
 AA7870|---------------------------------------------------------------------|
 AA7870
 AA7870                          SUPERSEDED SURVEY CONTROL
 AA7870
 AA7870  ELLIP H (10/10/95)  102.98   (m)                       GP(       ) 4 2
 AA7870  NGVD 29 (08/31/95)  130.2    (m)          427.     (f) GPS OBS        
 AA7870
 AA7870.Superseded values are not recommended for survey control.
 AA7870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7870.See file dsdata.txt to determine how the superseded data were derived.
 AA7870
 AA7870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0759072891(NAD 83)
 AA7870_MARKER: DD = SURVEY DISK
 AA7870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7870_STAMPING: 47-26 1994
 AA7870_MARK LOGO: ALHD  
 AA7870_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7870+STABILITY: SURFACE MOTION
 AA7870_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7870+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 AA7870
 AA7870  HISTORY     - Date     Condition        Report By
 AA7870  HISTORY     - 1994     MONUMENTED       ALHD
 AA7870  HISTORY     - 20040330 GOOD             ALHD
 AA7870
 AA7870                          STATION DESCRIPTION
 AA7870
 AA7870'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7870'THE STATION IS IN MARION COUNTY ON THE SOUTH RIGHT OF WAY OF MARION
 AA7870'COUNTY ROAD NO 35 IN HAMILTON.
 AA7870' 
 AA7870'TO REACH THE STATION FROM THE CENTER OF EXIT 14 ON U.S. 78, DRIVE EAST
 AA7870'ON MARION COUNTY ROAD NO 35 FOR 0.40 MI (0.64 KM) TO THE STATION ON
 AA7870'THE RIGHT.
 AA7870' 
 AA7870'THE STATION IS 34.5 FT (10.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 AA7870'MARION COUNTY ROAD NO 35, 70.7 FT (21.5 M) WEST-SOUTHWEST OF A
 AA7870'NORTHWEST ALABAMA GAS LINE MARKER, 104.9 FT (32.0 M) EAST-NORTHEAST OF
 AA7870'A CABLE POLE, 129.0 FT (39.3 M) WEST OF A HOLIDAY INN SIGN, 133.7 FT
 AA7870'(40.8 M) WEST OF A POWER POLE WITH A METER BOX ON IT, 2.2 FT (0.7 M)
 AA7870'NORTH-NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7870'GROUND.
 AA7870' 
 AA7870'STATION 47-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7870
 AA7870                          STATION RECOVERY (2004)
 AA7870
 AA7870'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7870'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7871 ***********************************************************************
 AA7871  DESIGNATION -  47 27
 AA7871  PID         -  AA7871
 AA7871  STATE/COUNTY-  AL/MARION
 AA7871  USGS QUAD   -  HAMILTON SW (1982)
 AA7871
 AA7871                         *CURRENT SURVEY CONTROL
 AA7871  ___________________________________________________________________
 AA7871* NAD 83(1992)-  34 04 41.48983(N)    087 54 22.15399(W)     ADJUSTED  
 AA7871* NAVD 88     -       226.6    (meters)     743.     (feet)  VERTCON   
 AA7871  ___________________________________________________________________
 AA7871  X           -     193,225.125 (meters)                     COMP
 AA7871  Y           -  -5,285,037.530 (meters)                     COMP
 AA7871  Z           -   3,553,745.447 (meters)                     COMP
 AA7871  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AA7871  ELLIP HEIGHT-         199.42  (meters)          (07/29/02) GPS OBS
 AA7871  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AA7871
 AA7871  HORZ ORDER  -  FIRST
 AA7871  ELLP ORDER  -  FOURTH    CLASS I
 AA7871
 AA7871.The horizontal coordinates were established by GPS observations
 AA7871.and adjusted by the National Geodetic Survey in August 1995..
 AA7871
 AA7871.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7871
 AA7871.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7871
 AA7871.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7871
 AA7871.The ellipsoidal height was determined by GPS observations
 AA7871.and is referenced to NAD 83.
 AA7871
 AA7871.The geoid height was determined by GEOID03.
 AA7871
 AA7871;                    North         East     Units Scale Factor Converg.
 AA7871;SPC AL W     -   452,265.599   562,514.357   MT  0.99995065   -0 13 39.3
 AA7871;UTM  16      - 3,771,196.229   416,394.097   MT  0.99968616   -0 30 28.0
 AA7871
 AA7871!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7871!SPC AL W     -   0.99996870  x   0.99995065  =   0.99991935
 AA7871!UTM  16      -   0.99996870  x   0.99968616  =   0.99965487
 AA7871
 AA7871:                Primary Azimuth Mark                     Grid Az
 AA7871:SPC AL W     -  47 28                                    085 00 37.6
 AA7871:UTM  16      -  47 28                                    085 17 26.3
 AA7871
 AA7871|---------------------------------------------------------------------|
 AA7871| PID    Reference Object                     Distance      Geod. Az  |
 AA7871|                                                           dddmmss.s |
 AA7871| AA7872 47 28                               418.424 METERS 0844658.3 |
 AA7871|---------------------------------------------------------------------|
 AA7871
 AA7871                          SUPERSEDED SURVEY CONTROL
 AA7871
 AA7871  ELLIP H (10/10/95)  199.39   (m)                       GP(       ) 4 2
 AA7871  NGVD 29 (08/31/95)  226.6    (m)          743.     (f) GPS OBS        
 AA7871
 AA7871.Superseded values are not recommended for survey control.
 AA7871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7871.See file dsdata.txt to determine how the superseded data were derived.
 AA7871
 AA7871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1639471196(NAD 83)
 AA7871_MARKER: DD = SURVEY DISK
 AA7871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7871_STAMPING: 47-27 1994
 AA7871_MARK LOGO: ALHD  
 AA7871_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7871+STABILITY: SURFACE MOTION
 AA7871_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7871+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7871
 AA7871  HISTORY     - Date     Condition        Report By
 AA7871  HISTORY     - 1994     MONUMENTED       ALHD
 AA7871
 AA7871                          STATION DESCRIPTION
 AA7871
 AA7871'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7871'THE STATION IS IN MARION COUNTY ON THE SOUTH RIGHT OF WAY OF A GRAVEL
 AA7871'ROAD ABOUT 6.50 MI (10.46 KM) SOUTHEAST OF HAMILTON AND ABOUT 11.50 MI
 AA7871'(18.51 KM) NORTH-NORTHWEST OF WINFIELD.
 AA7871' 
 AA7871'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7871'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE SOUTH
 AA7871'ON AL 171 FOR 0.70 MI (1.13 KM) TO MILEPOST 73.45 AND MARION COUNTY
 AA7871'ROAD NO 42 LEFT. TURN LEFT ON MARION COUNTY ROAD NO 42 AND DRIVE EAST
 AA7871'AND SOUTH FOR 9.25 MI (14.89 KM) TO MARION COUNTY ROAD NO 37 RIGHT.
 AA7871'TURN RIGHT ON MARION COUNTY ROAD NO 37 AND DRIVE SOUTHWEST FOR 0.20 MI
 AA7871'(0.32 KM) TO A GRAVEL ROAD RIGHT. TURN RIGHT ON THE GRAVEL ROAD AND
 AA7871'DRIVE NORTHWEST FOR 0.20 MI (0.32 KM) TO THE STATION ON THE LEFT.
 AA7871' 
 AA7871'THE STATION IS 13.4 FT (4.1 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 AA7871'GRAVEL ROAD, 66.2 FT (20.2 M) WEST OF A TWELVE-INCH REBAR DRIVEN SIX
 AA7871'INCHES INTO A TWENTYTWO-INCH PINE STUMP ACROSS THE GRAVEL ROAD, 2.5 FT
 AA7871'(0.8 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7871'GROUND.
 AA7871' 
 AA7871'STATION 47-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7872 ***********************************************************************
 AA7872  DESIGNATION -  47 28
 AA7872  PID         -  AA7872
 AA7872  STATE/COUNTY-  AL/MARION
 AA7872  USGS QUAD   -  HAMILTON SW (1982)
 AA7872
 AA7872                         *CURRENT SURVEY CONTROL
 AA7872  ___________________________________________________________________
 AA7872* NAD 83(1992)-  34 04 42.72435(N)    087 54 05.90164(W)     ADJUSTED  
 AA7872* NAVD 88     -       237.3    (meters)     779.     (feet)  VERTCON   
 AA7872  ___________________________________________________________________
 AA7872  X           -     193,641.095 (meters)                     COMP
 AA7872  Y           -  -5,285,009.828 (meters)                     COMP
 AA7872  Z           -   3,553,782.938 (meters)                     COMP
 AA7872  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AA7872  ELLIP HEIGHT-         210.10  (meters)          (07/29/02) GPS OBS
 AA7872  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA7872
 AA7872  HORZ ORDER  -  FIRST
 AA7872  ELLP ORDER  -  FOURTH    CLASS I
 AA7872
 AA7872.The horizontal coordinates were established by GPS observations
 AA7872.and adjusted by the National Geodetic Survey in August 1995..
 AA7872
 AA7872.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7872.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7872
 AA7872.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7872
 AA7872.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7872
 AA7872.The ellipsoidal height was determined by GPS observations
 AA7872.and is referenced to NAD 83.
 AA7872
 AA7872.The geoid height was determined by GEOID03.
 AA7872
 AA7872;                    North         East     Units Scale Factor Converg.
 AA7872;SPC AL W     -   452,301.989   562,931.175   MT  0.99995027   -0 13 30.2
 AA7872;UTM  16      - 3,771,230.572   416,810.977   MT  0.99968531   -0 30 18.9
 AA7872
 AA7872!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7872!SPC AL W     -   0.99996702  x   0.99995027  =   0.99991729
 AA7872!UTM  16      -   0.99996702  x   0.99968531  =   0.99965234
 AA7872
 AA7872:                Primary Azimuth Mark                     Grid Az
 AA7872:SPC AL W     -  47 27                                    265 00 37.6
 AA7872:UTM  16      -  47 27                                    265 17 26.3
 AA7872
 AA7872|---------------------------------------------------------------------|
 AA7872| PID    Reference Object                     Distance      Geod. Az  |
 AA7872|                                                           dddmmss.s |
 AA7872| AA7871 47 27                               418.424 METERS 2644707.4 |
 AA7872|---------------------------------------------------------------------|
 AA7872
 AA7872                          SUPERSEDED SURVEY CONTROL
 AA7872
 AA7872  ELLIP H (10/10/95)  210.07   (m)                       GP(       ) 4 2
 AA7872  NGVD 29 (08/31/95)  237.3    (m)          779.     (f) GPS OBS        
 AA7872
 AA7872.Superseded values are not recommended for survey control.
 AA7872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7872.See file dsdata.txt to determine how the superseded data were derived.
 AA7872
 AA7872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1681171231(NAD 83)
 AA7872_MARKER: DD = SURVEY DISK
 AA7872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7872_STAMPING: 47-28 1994
 AA7872_MARK LOGO: ALHD  
 AA7872_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7872+STABILITY: SURFACE MOTION
 AA7872_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7872+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7872
 AA7872  HISTORY     - Date     Condition        Report By
 AA7872  HISTORY     - 1994     MONUMENTED       ALHD
 AA7872
 AA7872                          STATION DESCRIPTION
 AA7872
 AA7872'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7872'THE STATION IS IN MARION COUNTY ON THE EAST RIGHT OF WAY OF MARION
 AA7872'COUNTY ROAD NO 42 ABOUT 6.70 MI (10.78 KM) SOUTHEAST OF HAMILTON AND
 AA7872'ABOUT 11.35 MI (18.27 KM) NORTH-NORTHWEST OF WINFIELD.
 AA7872' 
 AA7872'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7872'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE SOUTH
 AA7872'ON AL 171 FOR 0.70 MI (1.13 KM) TO MILEPOST 73.45 AND MARION COUNTY
 AA7872'ROAD NO 42 LEFT. TURN LEFT ON MARION COUNTY ROAD NO 42 AND DRIVE EAST
 AA7872'AND SOUTH FOR 9.20 MI (14.81 KM) TO THE STATION ON THE LEFT.
 AA7872' 
 AA7872'THE STATION IS 38.9 FT (11.9 M) EAST OF THE CENTERLINE OF MARION
 AA7872'COUNTY ROAD NO 42, 81.4 FT (24.8 M) SOUTH-SOUTHEAST OF THE CENTER OF A
 AA7872'DIRT DRIVEWAY LEADING INTO A CLEARCUT AREA, 146.0 FT (44.5 M) SOUTH OF
 AA7872'A POWER POLE, 241.0 FT (73.5 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE
 AA7872'PEDESTAL NO 8 149 ACROSS THE ROAD, 2.3 FT (0.7 M) WEST OF A CARSONITE
 AA7872'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7872' 
 AA7872'STATION 47-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7873 ***********************************************************************
 AA7873  DESIGNATION -  47 29
 AA7873  PID         -  AA7873
 AA7873  STATE/COUNTY-  AL/MARION
 AA7873  USGS QUAD   -  GOLD MINE (1983)
 AA7873
 AA7873                         *CURRENT SURVEY CONTROL
 AA7873  ___________________________________________________________________
 AA7873* NAD 83(1992)-  34 03 41.33339(N)    087 44 44.40323(W)     ADJUSTED  
 AA7873* NAVD 88     -       198.4    (meters)     651.     (feet)  VERTCON   
 AA7873  ___________________________________________________________________
 AA7873  X           -     208,067.745 (meters)                     COMP
 AA7873  Y           -  -5,285,489.877 (meters)                     COMP
 AA7873  Z           -   3,552,194.248 (meters)                     COMP
 AA7873  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AA7873  ELLIP HEIGHT-         171.29  (meters)          (07/29/02) GPS OBS
 AA7873  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AA7873
 AA7873  HORZ ORDER  -  FIRST
 AA7873  ELLP ORDER  -  FOURTH    CLASS I
 AA7873
 AA7873.The horizontal coordinates were established by GPS observations
 AA7873.and adjusted by the National Geodetic Survey in August 1995..
 AA7873
 AA7873.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7873.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7873
 AA7873.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7873
 AA7873.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7873
 AA7873.The ellipsoidal height was determined by GPS observations
 AA7873.and is referenced to NAD 83.
 AA7873
 AA7873.The geoid height was determined by GEOID03.
 AA7873
 AA7873;                    North         East     Units Scale Factor Converg.
 AA7873;SPC AL W     -   450,364.959   577,321.905   MT  0.99993967   -0 08 15.3
 AA7873;UTM  16      - 3,769,223.755   431,188.137   MT  0.99965837   -0 25 03.5
 AA7873
 AA7873!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7873!SPC AL W     -   0.99997311  x   0.99993967  =   0.99991278
 AA7873!UTM  16      -   0.99997311  x   0.99965837  =   0.99963149
 AA7873
 AA7873:                Primary Azimuth Mark                     Grid Az
 AA7873:SPC AL W     -  47 30                                    351 07 25.3
 AA7873:UTM  16      -  47 30                                    351 24 13.5
 AA7873
 AA7873|---------------------------------------------------------------------|
 AA7873| PID    Reference Object                     Distance      Geod. Az  |
 AA7873|                                                           dddmmss.s |
 AA7873| AA7874 47 30                               APPROX. 0.5 KM 3505910.0 |
 AA7873|---------------------------------------------------------------------|
 AA7873
 AA7873                          SUPERSEDED SURVEY CONTROL
 AA7873
 AA7873  ELLIP H (10/10/95)  171.27   (m)                       GP(       ) 4 2
 AA7873  NGVD 29 (08/31/95)  198.4    (m)          651.     (f) GPS OBS        
 AA7873
 AA7873.Superseded values are not recommended for survey control.
 AA7873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7873.See file dsdata.txt to determine how the superseded data were derived.
 AA7873
 AA7873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3118869224(NAD 83)
 AA7873_MARKER: DD = SURVEY DISK
 AA7873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7873_STAMPING: 47-29 1994
 AA7873_MARK LOGO: ALHD  
 AA7873_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7873+STABILITY: SURFACE MOTION
 AA7873_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7873+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AA7873
 AA7873  HISTORY     - Date     Condition        Report By
 AA7873  HISTORY     - 1994     MONUMENTED       ALHD
 AA7873  HISTORY     - 20010327 GOOD             INDIV
 AA7873  HISTORY     - 20050217 GOOD             ALHD
 AA7873
 AA7873                          STATION DESCRIPTION
 AA7873
 AA7873'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7873'THE STATION IS IN MARION COUNTY ON THE EAST RIGHT OF WAY OF AL 129
 AA7873'ABOUT 15.00 MI (24.14 KM) EAST-SOUTHEAST OF HAMILTON AND ABOUT 2.65 MI
 AA7873'(4.26 KM) NORTH OF BRILLIANT.
 AA7873' 
 AA7873'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7873'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE EAST
 AA7873'ON AL 4 FOR 15.35 MI (24.70 KM) TO MILEPOST 27.80 AND AL 129 LEFT AND
 AA7873'RIGHT. TURN RIGHT ON AL 129 AND DRIVE SOUTH FOR 4.30 MI (6.92 KM) TO
 AA7873'MILEPOST 27.15 AND THE STATION ON THE LEFT.
 AA7873' 
 AA7873'THE STATION IS 9.0 FT (2.7 M) WEST OF A ONE STRAND ELECTRIC FENCE ON
 AA7873'WHITE METAL RODS, 9.5 FT (2.9 M) NORTH-NORTHWEST OF THE SOUTHWEST
 AA7873'CORNER OF THE ONE STRAND ELECTRIC FENCE ON WHITE METAL RODS, 10.2 FT
 AA7873'(3.1 M) SOUTHWEST OF AN ORANGE BURIED CABLE WARNING PEDESTAL, 14.7 FT
 AA7873'(4.5 M) EAST-SOUTHEAST OF THE CENTER OF A CONCRETE HEADWALL ON THE
 AA7873'EAST END OF A TWENTYTWO-INCH CONCRETE DRAINAGE PIPE UNDER AL 129, 8.7
 AA7873'FT (2.7 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7873'GROUND.
 AA7873' 
 AA7873'STATION 47-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7873
 AA7873                          STATION RECOVERY (2001)
 AA7873
 AA7873'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JMH)
 AA7873'AS DESCRIBED
 AA7873
 AA7873                          STATION RECOVERY (2005)
 AA7873
 AA7873'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7873'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1759 ***********************************************************************
 EF1759  DESIGNATION -  47 3
 EF1759  PID         -  EF1759
 EF1759  STATE/COUNTY-  AL/MARION
 EF1759  USGS QUAD   -  HAMILTON (1983)
 EF1759
 EF1759                         *CURRENT SURVEY CONTROL
 EF1759  ___________________________________________________________________
 EF1759* NAD 83(1992)-  34 11 02.56425(N)    087 56 22.28168(W)     ADJUSTED  
 EF1759* NAVD 88     -       220.5    (meters)     723.     (feet)  VERTCON   
 EF1759  ___________________________________________________________________
 EF1759  X           -     189,910.048 (meters)                     COMP
 EF1759  Y           -  -5,278,559.987 (meters)                     COMP
 EF1759  Z           -   3,563,461.701 (meters)                     COMP
 EF1759  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 EF1759  ELLIP HEIGHT-         193.34  (meters)          (07/29/02) GPS OBS
 EF1759  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EF1759
 EF1759  HORZ ORDER  -  FIRST
 EF1759  ELLP ORDER  -  FOURTH    CLASS I
 EF1759
 EF1759.The horizontal coordinates were established by GPS observations
 EF1759.and adjusted by the National Geodetic Survey in December 1992..
 EF1759
 EF1759.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1759
 EF1759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1759
 EF1759.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1759
 EF1759.The ellipsoidal height was determined by GPS observations
 EF1759.and is referenced to NAD 83.
 EF1759
 EF1759.The geoid height was determined by GEOID03.
 EF1759
 EF1759;                    North         East     Units Scale Factor Converg.
 EF1759;SPC AL W     -   464,019.511   559,485.125   MT  0.99995356   -0 14 49.0
 EF1759;UTM  16      - 3,782,961.741   413,423.241   MT  0.99969239   -0 31 40.5
 EF1759
 EF1759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1759!SPC AL W     -   0.99996965  x   0.99995356  =   0.99992321
 EF1759!UTM  16      -   0.99996965  x   0.99969239  =   0.99966205
 EF1759
 EF1759                          SUPERSEDED SURVEY CONTROL
 EF1759
 EF1759  ELLIP H (12/04/92)  193.37   (m)                       GP(       ) 4 1
 EF1759  NAD 83(1992)-  34 11 02.57358(N)    087 56 22.27978(W) AD(       ) 1
 EF1759  NGVD 29 (12/04/92)  220.5    (m)          723.     (f) GPS OBS        
 EF1759
 EF1759.Superseded values are not recommended for survey control.
 EF1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1759.See file dsdata.txt to determine how the superseded data were derived.
 EF1759
 EF1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1342382962(NAD 83)
 EF1759_MARKER: DD = SURVEY DISK
 EF1759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1759_SP_SET: CONCRETE POST
 EF1759_STAMPING: 47-3 1991
 EF1759_MARK LOGO: ALHD  
 EF1759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1759+STABILITY: SURFACE MOTION
 EF1759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1759+SATELLITE: SATELLITE OBSERVATIONS - February 25, 1992
 EF1759
 EF1759  HISTORY     - Date     Condition        Report By
 EF1759  HISTORY     - 1991     MONUMENTED       ALHD
 EF1759  HISTORY     - 19920225 GOOD
 EF1759  HISTORY     - 20050210 POOR             ALHD
 EF1759
 EF1759                          STATION DESCRIPTION
 EF1759
 EF1759'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1759'THE STATION IS LOCATED IN MARION COUNTY ON THE NORTHWEST RIGHT OF WAY
 EF1759'OF U.S. 43, ABOUT 4.05 MI (6.52 KM) NORTHEAST OF HAMILTON AND ABOUT
 EF1759'9.05 MI (14.56 KM) SOUTHWEST OF HACKLEBURG.
 EF1759'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 78, U.S. 278,
 EF1759'AND ALA 17 (MILE POST 279.10 ON U.S. 43 AND ALA 17) AT THE NORTHEAST
 EF1759'CORNER OF THE COURTHOUSE SQUARE IN HAMILTON, DRIVE NORTH ON U.S. 43
 EF1759'AND ALA 17 FOR 4.30 MI (6.92 KM) TO MILE POST 283.40 AND THE STATION
 EF1759'ON THE LEFT.
 EF1759'THE STATION IS LOCATED IN FRONT OF A JUNK YARD, 20.1 FT (6.1 M)
 EF1759'SOUTHEAST OF A 1-STRAND BARBED WIRE FENCE  AND 1 SMALL CABLE ON OLD
 EF1759'WOOD POSTS, 54.5 FT (16.6 M) NORTHWEST OF THE CENTER LINE OF U.S. 43
 EF1759'AND ALA 17, 58.0 FT (17.7 M) SOUTH-SOUTHWEST OF THE SOUTHWEST POST OF
 EF1759'A GATE INTO THE JUNK YARD, 65.0 FT (19.8 M) SOUTHWEST OF THE CENTER
 EF1759'OF A GRAVEL DRIVEWAY TO THE JUNK YARD, 19.8 FT (6.0 M) SOUTHEAST OF A
 EF1759'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1759'STATION 47-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1759
 EF1759                          STATION RECOVERY (1992)
 EF1759
 EF1759'RECOVERED 1992
 EF1759'RECOVERED IN GOOD CONDITION.
 EF1759
 EF1759                          STATION RECOVERY (2005)
 EF1759
 EF1759'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1759'DISK HAS BEEN REMOVED - MARK AND SHANK REMAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7874 ***********************************************************************
 AA7874  DESIGNATION -  47 30
 AA7874  PID         -  AA7874
 AA7874  STATE/COUNTY-  AL/MARION
 AA7874  USGS QUAD   -  GOLD MINE (1983)
 AA7874
 AA7874                         *CURRENT SURVEY CONTROL
 AA7874  ___________________________________________________________________
 AA7874* NAD 83(1992)-  34 03 58.33149(N)    087 44 47.64330(W)     ADJUSTED  
 AA7874* NAVD 88     -       203.1    (meters)     666.     (feet)  VERTCON   
 AA7874  ___________________________________________________________________
 AA7874  X           -     207,973.336 (meters)                     COMP
 AA7874  Y           -  -5,285,203.870 (meters)                     COMP
 AA7874  Z           -   3,552,630.755 (meters)                     COMP
 AA7874  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AA7874  ELLIP HEIGHT-         175.96  (meters)          (07/29/02) GPS OBS
 AA7874  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AA7874
 AA7874  HORZ ORDER  -  FIRST
 AA7874  ELLP ORDER  -  FOURTH    CLASS I
 AA7874
 AA7874.The horizontal coordinates were established by GPS observations
 AA7874.and adjusted by the National Geodetic Survey in August 1995..
 AA7874
 AA7874.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7874.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7874
 AA7874.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7874
 AA7874.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7874
 AA7874.The ellipsoidal height was determined by GPS observations
 AA7874.and is referenced to NAD 83.
 AA7874
 AA7874.The geoid height was determined by GEOID03.
 AA7874
 AA7874;                    North         East     Units Scale Factor Converg.
 AA7874;SPC AL W     -   450,888.873   577,240.084   MT  0.99993972   -0 08 17.2
 AA7874;UTM  16      - 3,769,747.915   431,108.901   MT  0.99965850   -0 25 05.5
 AA7874
 AA7874!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7874!SPC AL W     -   0.99997238  x   0.99993972  =   0.99991210
 AA7874!UTM  16      -   0.99997238  x   0.99965850  =   0.99963089
 AA7874
 AA7874:                Primary Azimuth Mark                     Grid Az
 AA7874:SPC AL W     -  47 29                                    171 07 25.4
 AA7874:UTM  16      -  47 29                                    171 24 13.7
 AA7874
 AA7874|---------------------------------------------------------------------|
 AA7874| PID    Reference Object                     Distance      Geod. Az  |
 AA7874|                                                           dddmmss.s |
 AA7874| AA7873 47 29                               APPROX. 0.5 KM 1705908.2 |
 AA7874|---------------------------------------------------------------------|
 AA7874
 AA7874                          SUPERSEDED SURVEY CONTROL
 AA7874
 AA7874  ELLIP H (10/10/95)  175.94   (m)                       GP(       ) 4 2
 AA7874  NGVD 29 (08/31/95)  203.0    (m)          666.     (f) GPS OBS        
 AA7874
 AA7874.Superseded values are not recommended for survey control.
 AA7874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7874.See file dsdata.txt to determine how the superseded data were derived.
 AA7874
 AA7874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3110969748(NAD 83)
 AA7874_MARKER: DD = SURVEY DISK
 AA7874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7874_STAMPING: 47-30 1994
 AA7874_MARK LOGO: ALHD  
 AA7874_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7874+STABILITY: SURFACE MOTION
 AA7874_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7874+SATELLITE: SATELLITE OBSERVATIONS - March 27, 2001
 AA7874
 AA7874  HISTORY     - Date     Condition        Report By
 AA7874  HISTORY     - 1994     MONUMENTED       ALHD
 AA7874  HISTORY     - 20010327 GOOD             INDIV
 AA7874  HISTORY     - 20050217 MARK NOT FOUND   ALHD
 AA7874
 AA7874                          STATION DESCRIPTION
 AA7874
 AA7874'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7874'THE STATION IS IN MARION COUNTY ON THE WEST RIGHT OF WAY OF AL 129
 AA7874'ABOUT 14.80 MI (23.82 KM) EAST-SOUTHEAST OF HAMILTON AND ABOUT 2.85 MI
 AA7874'(4.59 KM) NORTH OF BRILLIANT.
 AA7874' 
 AA7874'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7874'279.10 ON U.S 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE EAST
 AA7874'ON AL 4 FOR 15.35 MI (24.70 KM) TO MILEPOST 27.80 AND AL 129 LEFT AND
 AA7874'RIGHT. TURN RIGHT ON AL 129 AND DRIVE SOUTH FOR 4.60 MI (7.40 KM) TO
 AA7874'MILEPOST 26.85 AND THE STATION ON THE RIGHT.
 AA7874' 
 AA7874'THE STATION IS 45.0 FT (13.7 M) WEST OF THE CENTERLINE OF AL 129,
 AA7874'109.5 FT (33.4 M) SOUTH OF A POWER POLE AT A GRAVEL PIT, 123.3 FT
 AA7874'(37.6 M) SOUTHWEST OF AN ORANGE BURIED CABLE WARNING PEDESTAL ACROSS
 AA7874'AL 129, 247.1 FT (75.3 M) NORTH OF A JUNCTION POWER POLE WITH ONE GUY
 AA7874'WIRE, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA7874'WITH THE GROUND.
 AA7874' 
 AA7874'STATION 47-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7874
 AA7874                          STATION RECOVERY (2001)
 AA7874
 AA7874'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (JMH)
 AA7874'THE POINT WAS FOUND INTACT. HOWEVER CARSONITE STAKE WAS FOUND NEARBY.
 AA7874'THE FIELD CREW RESET THE CARSONITE WITH WOODEN STAKES. THIS POINT IS
 AA7874'NEAR A CRUSHED STONE STORAGE POINT AND IS AS DESCRIBED.  FIRE TOWER IS
 AA7874'CLEARLY VISIBLE TO THE WEST. POINT WAS COVERED 8 INCHES DEEP.
 AA7874
 AA7874                          STATION RECOVERY (2005)
 AA7874
 AA7874'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7875 ***********************************************************************
 AA7875  DESIGNATION -  47 31
 AA7875  PID         -  AA7875
 AA7875  STATE/COUNTY-  AL/MARION
 AA7875  USGS QUAD   -  BRILLIANT (1982)
 AA7875
 AA7875                         *CURRENT SURVEY CONTROL
 AA7875  ___________________________________________________________________
 AA7875* NAD 83(1992)-  34 02 44.79800(N)    087 49 52.53300(W)     ADJUSTED  
 AA7875* NAVD 88     -       261.1    (meters)     857.     (feet)  VERTCON   
 AA7875  ___________________________________________________________________
 AA7875  X           -     200,210.635 (meters)                     COMP
 AA7875  Y           -  -5,286,821.379 (meters)                     COMP
 AA7875  Z           -   3,550,785.986 (meters)                     COMP
 AA7875  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AA7875  ELLIP HEIGHT-         233.85  (meters)          (07/29/02) GPS OBS
 AA7875  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AA7875
 AA7875  HORZ ORDER  -  FIRST
 AA7875  ELLP ORDER  -  FOURTH    CLASS I
 AA7875
 AA7875.The horizontal coordinates were established by GPS observations
 AA7875.and adjusted by the National Geodetic Survey in August 1995..
 AA7875
 AA7875.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7875.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7875
 AA7875.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7875
 AA7875.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7875
 AA7875.The ellipsoidal height was determined by GPS observations
 AA7875.and is referenced to NAD 83.
 AA7875
 AA7875.The geoid height was determined by GEOID03.
 AA7875
 AA7875;                    North         East     Units Scale Factor Converg.
 AA7875;SPC AL W     -   448,645.373   569,415.094   MT  0.99994486   -0 11 07.7
 AA7875;UTM  16      - 3,767,543.296   423,275.208   MT  0.99967256   -0 27 55.5
 AA7875
 AA7875!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7875!SPC AL W     -   0.99996329  x   0.99994486  =   0.99990815
 AA7875!UTM  16      -   0.99996329  x   0.99967256  =   0.99963586
 AA7875
 AA7875:                Primary Azimuth Mark                     Grid Az
 AA7875:SPC AL W     -  47 32                                    065 43 46.8
 AA7875:UTM  16      -  47 32                                    066 00 34.6
 AA7875
 AA7875|---------------------------------------------------------------------|
 AA7875| PID    Reference Object                     Distance      Geod. Az  |
 AA7875|                                                           dddmmss.s |
 AA7875| AA7876 47 32                               453.115 METERS 0653239.1 |
 AA7875|---------------------------------------------------------------------|
 AA7875
 AA7875                          SUPERSEDED SURVEY CONTROL
 AA7875
 AA7875  ELLIP H (10/10/95)  233.82   (m)                       GP(       ) 4 2
 AA7875  NGVD 29 (08/31/95)  261.0    (m)          856.     (f) GPS OBS        
 AA7875
 AA7875.Superseded values are not recommended for survey control.
 AA7875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7875.See file dsdata.txt to determine how the superseded data were derived.
 AA7875
 AA7875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2327567543(NAD 83)
 AA7875_MARKER: DD = SURVEY DISK
 AA7875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7875_STAMPING: 47-31 1994
 AA7875_MARK LOGO: ALHD  
 AA7875_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7875+STABILITY: SURFACE MOTION
 AA7875_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7875+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AA7875
 AA7875  HISTORY     - Date     Condition        Report By
 AA7875  HISTORY     - 1994     MONUMENTED       ALHD
 AA7875  HISTORY     - 20050217 GOOD             ALHD
 AA7875
 AA7875                          STATION DESCRIPTION
 AA7875
 AA7875'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7875'THE STATION IS IN MARION COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA7875'253 ABOUT 11.25 MI (18.10 KM) SOUTHEAST OF HAMILTON AND ABOUT 8.05 MI
 AA7875'(12.95 KM) NORTH OF WINFIELD.
 AA7875' 
 AA7875'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7875'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE EAST
 AA7875'ON AL 4 FOR 10.45 MI (16.82 KM) TO MILEPOST 22.90 AND AL 253 LEFT AND
 AA7875'RIGHT. TURN RIGHT ON AL 253 AND DRIVE SOUTH FOR 8.05 MI (12.95 KM) TO
 AA7875'MILEPOST 9.60 AND THE STATION ON THE LEFT.
 AA7875' 
 AA7875'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A SIX STRAND BARBED
 AA7875'WIRE FENCE ON GRAY METAL POSTS WITH RED TOPS, 39.7 FT (12.1 M)
 AA7875'SOUTH-SOUTHEAST OF THE CENTERLINE OF AL 253, 67.6 FT (20.6 M)
 AA7875'EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO 227 2 1/2, 167.0 FT
 AA7875'(50.9 M) WEST-SOUTHWEST OF A FOUR-FOOT CONCRETE WATER VALVE MARKER,
 AA7875'204.0 FT (62.2 M) EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE SIX
 AA7875'STRAND BARBED WIRE FENCE ON GRAY METAL POSTS WITH RED TOPS, 3.2 FT
 AA7875'(1.0 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7875'GROUND.
 AA7875' 
 AA7875'STATION 47-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7875
 AA7875                          STATION RECOVERY (2005)
 AA7875
 AA7875'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7875'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7876 ***********************************************************************
 AA7876  DESIGNATION -  47 32
 AA7876  PID         -  AA7876
 AA7876  STATE/COUNTY-  AL/MARION
 AA7876  USGS QUAD   -  BRILLIANT (1982)
 AA7876
 AA7876                         *CURRENT SURVEY CONTROL
 AA7876  ___________________________________________________________________
 AA7876* NAD 83(1992)-  34 02 50.88578(N)    087 49 36.45145(W)     ADJUSTED  
 AA7876* NAVD 88     -       259.8    (meters)     852.     (feet)  VERTCON   
 AA7876  ___________________________________________________________________
 AA7876  X           -     200,618.803 (meters)                     COMP
 AA7876  Y           -  -5,286,699.780 (meters)                     COMP
 AA7876  Z           -   3,550,940.721 (meters)                     COMP
 AA7876  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 AA7876  ELLIP HEIGHT-         232.61  (meters)          (07/29/02) GPS OBS
 AA7876  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AA7876
 AA7876  HORZ ORDER  -  FIRST
 AA7876  ELLP ORDER  -  FOURTH    CLASS I
 AA7876
 AA7876.The horizontal coordinates were established by GPS observations
 AA7876.and adjusted by the National Geodetic Survey in August 1995..
 AA7876
 AA7876.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7876.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7876
 AA7876.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7876
 AA7876.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7876
 AA7876.The ellipsoidal height was determined by GPS observations
 AA7876.and is referenced to NAD 83.
 AA7876
 AA7876.The geoid height was determined by GEOID03.
 AA7876
 AA7876;                    North         East     Units Scale Factor Converg.
 AA7876;SPC AL W     -   448,831.612   569,828.138   MT  0.99994455   -0 10 58.7
 AA7876;UTM  16      - 3,767,727.464   423,689.045   MT  0.99967178   -0 27 46.5
 AA7876
 AA7876!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7876!SPC AL W     -   0.99996349  x   0.99994455  =   0.99990804
 AA7876!UTM  16      -   0.99996349  x   0.99967178  =   0.99963528
 AA7876
 AA7876:                Primary Azimuth Mark                     Grid Az
 AA7876:SPC AL W     -  47 31                                    245 43 46.8
 AA7876:UTM  16      -  47 31                                    246 00 34.6
 AA7876
 AA7876|---------------------------------------------------------------------|
 AA7876| PID    Reference Object                     Distance      Geod. Az  |
 AA7876|                                                           dddmmss.s |
 AA7876| AA7875 47 31                               453.115 METERS 2453248.1 |
 AA7876|---------------------------------------------------------------------|
 AA7876
 AA7876                          SUPERSEDED SURVEY CONTROL
 AA7876
 AA7876  ELLIP H (10/10/95)  232.58   (m)                       GP(       ) 4 2
 AA7876  NGVD 29 (08/31/95)  259.8    (m)          852.     (f) GPS OBS        
 AA7876
 AA7876.Superseded values are not recommended for survey control.
 AA7876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7876.See file dsdata.txt to determine how the superseded data were derived.
 AA7876
 AA7876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2368967727(NAD 83)
 AA7876_MARKER: DD = SURVEY DISK
 AA7876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7876_STAMPING: 47-32 1994
 AA7876_MARK LOGO: ALHD  
 AA7876_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7876+STABILITY: SURFACE MOTION
 AA7876_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7876+SATELLITE: SATELLITE OBSERVATIONS - February 17, 2005
 AA7876
 AA7876  HISTORY     - Date     Condition        Report By
 AA7876  HISTORY     - 1994     MONUMENTED       ALHD
 AA7876  HISTORY     - 20050217 GOOD             ALHD
 AA7876
 AA7876                          STATION DESCRIPTION
 AA7876
 AA7876'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7876'THE STATION IS IN MARION COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL
 AA7876'253 ABOUT 11.30 MI (18.19 KM) SOUTHEAST OF HAMILTON AND ABOUT 8.20 MI
 AA7876'(13.20 KM) NORTH OF WINFIELD.
 AA7876' 
 AA7876'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 4 (MILEPOST
 AA7876'279.10 ON U.S. 43 AND MILEPOST 12.45 ON AL 4) IN HAMILTON, DRIVE EAST
 AA7876'ON AL 4 FOR 10.45 MI (16.82 KM) TO MILEPOST 22.90 AND AL 253 LEFT AND
 AA7876'RIGHT. TURN RIGHT ON AL 253 AND DRIVE SOUTH FOR 7.75 MI (12.47 KM) TO
 AA7876'MILEPOST 9.90 AND THE STATION ON THE RIGHT.
 AA7876' 
 AA7876'THE STATION IS 26.5 FT (8.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF AL
 AA7876'253, 31.0 FT (9.4 M) NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA7876'80.0 FT (24.4 M) NORTH OF THE EAST POST OF A HOG WIRE AND BARBED WIRE
 AA7876'GATE ACROSS THE ROAD, 95.0 FT (29.0 M) NORTH OF THE WEST POST (WHICH
 AA7876'IS A PINE TREE) OF A HOG WIRE AND BARBED WIRE GATE ACROSS THE ROAD,
 AA7876'2.2 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA7876'THE GROUND.
 AA7876' 
 AA7876'STATION 47-31 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7876
 AA7876                          STATION RECOVERY (2005)
 AA7876
 AA7876'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7876'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1760 ***********************************************************************
 EF1760  DESIGNATION -  47 4
 EF1760  PID         -  EF1760
 EF1760  STATE/COUNTY-  AL/MARION
 EF1760  USGS QUAD   -  GOLD MINE (1983)
 EF1760
 EF1760                         *CURRENT SURVEY CONTROL
 EF1760  ___________________________________________________________________
 EF1760* NAD 83(1992)-  34 00 12.82351(N)    087 42 13.12286(W)     ADJUSTED  
 EF1760* NAVD 88     -       214.6    (meters)     704.     (feet)  VERTCON   
 EF1760  ___________________________________________________________________
 EF1760  X           -     212,088.822 (meters)                     COMP
 EF1760  Y           -  -5,288,941.983 (meters)                     COMP
 EF1760  Z           -   3,546,878.902 (meters)                     COMP
 EF1760  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 EF1760  ELLIP HEIGHT-         187.36  (meters)          (07/29/02) GPS OBS
 EF1760  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EF1760
 EF1760  HORZ ORDER  -  FIRST
 EF1760  ELLP ORDER  -  FOURTH    CLASS I
 EF1760
 EF1760.The horizontal coordinates were established by GPS observations
 EF1760.and adjusted by the National Geodetic Survey in December 1992..
 EF1760
 EF1760.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1760.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1760
 EF1760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1760
 EF1760.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1760
 EF1760.The ellipsoidal height was determined by GPS observations
 EF1760.and is referenced to NAD 83.
 EF1760
 EF1760.The geoid height was determined by GEOID03.
 EF1760
 EF1760;                    North         East     Units Scale Factor Converg.
 EF1760;SPC AL W     -   443,932.259   581,188.303   MT  0.99993769   -0 06 50.0
 EF1760;UTM  16      - 3,762,774.077   435,021.983   MT  0.99965205   -0 23 36.7
 EF1760
 EF1760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1760!SPC AL W     -   0.99997059  x   0.99993769  =   0.99990828
 EF1760!UTM  16      -   0.99997059  x   0.99965205  =   0.99962265
 EF1760
 EF1760:                Primary Azimuth Mark                     Grid Az
 EF1760:SPC AL W     -  47 5                                     009 40 51.8
 EF1760:UTM  16      -  47 5                                     009 57 38.5
 EF1760
 EF1760|---------------------------------------------------------------------|
 EF1760| PID    Reference Object                     Distance      Geod. Az  |
 EF1760|                                                           dddmmss.s |
 EF1760| EF1761 47 5                                421.620 METERS 0093401.8 |
 EF1760|---------------------------------------------------------------------|
 EF1760
 EF1760                          SUPERSEDED SURVEY CONTROL
 EF1760
 EF1760  ELLIP H (12/04/92)  187.39   (m)                       GP(       ) 4 1
 EF1760  NAD 83(1992)-  34 00 12.83112(N)    087 42 13.12033(W) AD(       ) 1
 EF1760  NGVD 29 (12/04/92)  214.5    (m)          704.     (f) GPS OBS        
 EF1760
 EF1760.Superseded values are not recommended for survey control.
 EF1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1760.See file dsdata.txt to determine how the superseded data were derived.
 EF1760
 EF1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3502262774(NAD 83)
 EF1760_MARKER: DD = SURVEY DISK
 EF1760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1760_SP_SET: CONCRETE POST
 EF1760_STAMPING: 47-4 1991
 EF1760_MARK LOGO: ALHD  
 EF1760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1760+STABILITY: SURFACE MOTION
 EF1760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1760+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 EF1760
 EF1760  HISTORY     - Date     Condition        Report By
 EF1760  HISTORY     - 1991     MONUMENTED       ALHD
 EF1760  HISTORY     - 19920227 GOOD
 EF1760  HISTORY     - 20030123 GOOD             ALHD
 EF1760
 EF1760                          STATION DESCRIPTION
 EF1760
 EF1760'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1760'THE STATION IS LOCATED IN MARION COUNTY ON THE EAST RIGHT OF WAY OF
 EF1760'ALA 233, ABOUT 3.50 MI (5.63 KM) SOUTHEAST OF BRILLIANT AND ABOUT
 EF1760'8.30 MI (13.36 KM) NORTHEAST OF WINFIELD.
 EF1760'TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 233 ( MILE
 EF1760'POST 2.60 ON ALA 233 AND MILE POST 32.80 ON U.S. 78) ABOUT 6.5 MI
 EF1760'(10.5 KM) EAST OF WINFIELD, DRIVE NORTH ON ALA 233 FOR 5.15 MI
 EF1760'(8.29 KM) TO MILE POST 7.75 AND THE STATION ON THE RIGHT.
 EF1760'THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 EF1760'ON TREATED WOOD POSTS, 7.0 FT (2.1 M) EAST OF THE CREST OF A 5 FOOT
 EF1760'(1.5 M) BACKSLOPE, 31.6 FT (9.6 M) NORTH OF THE NORTH ONE OF TWO
 EF1760'CONNECTED POSTS IN THE FENCE LINE, 35.0 FT (10.7 M) EAST OF THE
 EF1760'CENTER LINE OF ALA 233, 96.5 FT (29.4 M) SOUTHEAST OF THE SOUTH ONE
 EF1760'OF TWO CONNECTED POSTS IN THE FENCE LINE ACROSS ALA 233, 105.7 FT
 EF1760'(32.2 M) EAST OF A POWER POLE, 2.9 FT (0.9 M) WEST-NORTHWEST OF A
 EF1760'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1760'STATION 47-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1760
 EF1760                          STATION RECOVERY (1992)
 EF1760
 EF1760'RECOVERED 1992
 EF1760'RECOVERED IN GOOD CONDITION.
 EF1760
 EF1760                          STATION RECOVERY (2003)
 EF1760
 EF1760'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 EF1760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1761 ***********************************************************************
 EF1761  DESIGNATION -  47 5
 EF1761  PID         -  EF1761
 EF1761  STATE/COUNTY-  AL/MARION
 EF1761  USGS QUAD   -  GOLD MINE (1983)
 EF1761
 EF1761                         *CURRENT SURVEY CONTROL
 EF1761  ___________________________________________________________________
 EF1761* NAD 83(1992)-  34 00 26.31691(N)    087 42 10.39199(W)     ADJUSTED  
 EF1761* NAVD 88     -       215.4    (meters)     707.     (feet)  VERTCON   
 EF1761  ___________________________________________________________________
 EF1761  X           -     212,149.552 (meters)                     COMP
 EF1761  Y           -  -5,288,707.497 (meters)                     COMP
 EF1761  Z           -   3,547,224.015 (meters)                     COMP
 EF1761  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 EF1761  ELLIP HEIGHT-         188.16  (meters)          (07/29/02) GPS OBS
 EF1761  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EF1761
 EF1761  HORZ ORDER  -  FIRST
 EF1761  ELLP ORDER  -  FOURTH    CLASS I
 EF1761
 EF1761.The horizontal coordinates were established by GPS observations
 EF1761.and adjusted by the National Geodetic Survey in December 1992..
 EF1761
 EF1761.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1761
 EF1761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1761
 EF1761.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1761
 EF1761.The ellipsoidal height was determined by GPS observations
 EF1761.and is referenced to NAD 83.
 EF1761
 EF1761.The geoid height was determined by GEOID03.
 EF1761
 EF1761;                    North         East     Units Scale Factor Converg.
 EF1761;SPC AL W     -   444,347.850   581,259.199   MT  0.99993766   -0 06 48.5
 EF1761;UTM  16      - 3,763,189.198   435,094.887   MT  0.99965193   -0 23 35.3
 EF1761
 EF1761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1761!SPC AL W     -   0.99997046  x   0.99993766  =   0.99990812
 EF1761!UTM  16      -   0.99997046  x   0.99965193  =   0.99962240
 EF1761
 EF1761:                Primary Azimuth Mark                     Grid Az
 EF1761:SPC AL W     -  47 4                                     189 40 51.8
 EF1761:UTM  16      -  47 4                                     189 57 38.6
 EF1761
 EF1761|---------------------------------------------------------------------|
 EF1761| PID    Reference Object                     Distance      Geod. Az  |
 EF1761|                                                           dddmmss.s |
 EF1761| EF1760 47 4                                421.620 METERS 1893403.3 |
 EF1761|---------------------------------------------------------------------|
 EF1761
 EF1761                          SUPERSEDED SURVEY CONTROL
 EF1761
 EF1761  ELLIP H (12/04/92)  188.19   (m)                       GP(       ) 4 1
 EF1761  NAD 83(1992)-  34 00 26.32453(N)    087 42 10.38946(W) AD(       ) 1
 EF1761  NGVD 29 (12/04/92)  215.3    (m)          706.     (f) GPS OBS        
 EF1761
 EF1761.Superseded values are not recommended for survey control.
 EF1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1761.See file dsdata.txt to determine how the superseded data were derived.
 EF1761
 EF1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3509563189(NAD 83)
 EF1761_MARKER: DD = SURVEY DISK
 EF1761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1761_SP_SET: CONCRETE POST
 EF1761_STAMPING: 47-5 1991
 EF1761_MARK LOGO: ALHD  
 EF1761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1761+STABILITY: SURFACE MOTION
 EF1761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1761+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 EF1761
 EF1761  HISTORY     - Date     Condition        Report By
 EF1761  HISTORY     - 1991     MONUMENTED       ALHD
 EF1761  HISTORY     - 19920227 GOOD
 EF1761  HISTORY     - 20030123 GOOD             ALHD
 EF1761
 EF1761                          STATION DESCRIPTION
 EF1761
 EF1761'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1761'THE STATION IS LOCATED IN MARION COUNTY ON THE WEST RIGHT OF WAY OF
 EF1761'ALA 233, ABOUT 3.40 MI (5.47 KM) SOUTHEAST OF BRILLIANT AND ABOUT
 EF1761'8.50 MI (13.68 KM) NORTHEAST OF WINFIELD.
 EF1761'TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 233 ( MILE
 EF1761'POST 2.60 ON ALA 233 AND MILE POST 32.80 ON U.S. 78) ABOUT 6.5 MI
 EF1761'(10.5 KM) EAST OF WINFIELD, DRIVE NORTH ON ALA 233 FOR 5.35 MI
 EF1761'(8.61 KM) TO MILE POST 7.95 AND THE STATION ON THE LEFT.
 EF1761'THE STATION IS 3.0 FT (0.9 M) EAST OF AN EIGHT STRAND BARBED WIRE
 EF1761'FENCE ON OLD WOOD POSTS, 39.0 FT (11.9 M) WEST OF THE CENTER LINE OF
 EF1761'ALA 233, 99.5 FT (30.3 M) NORTH OF A POWER POLE INSIDE THE PASTURE,
 EF1761'3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 EF1761'THE GROUND.
 EF1761'STATION 47-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1761
 EF1761                          STATION RECOVERY (1992)
 EF1761
 EF1761'RECOVERED 1992
 EF1761'RECOVERED IN GOOD CONDITION.
 EF1761
 EF1761                          STATION RECOVERY (2003)
 EF1761
 EF1761'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 EF1761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2838 ***********************************************************************
 DH2838  DESIGNATION -  47 6
 DH2838  PID         -  DH2838
 DH2838  STATE/COUNTY-  AL/MARION
 DH2838  USGS QUAD   -  WINFIELD (1983)
 DH2838
 DH2838                         *CURRENT SURVEY CONTROL
 DH2838  ___________________________________________________________________
 DH2838* NAD 83(1992)-  33 56 20.46304(N)    087 50 31.43003(W)     ADJUSTED  
 DH2838* NAVD 88     -       146.9    (meters)     482.     (feet)  VERTCON   
 DH2838  ___________________________________________________________________
 DH2838  X           -     199,459.385 (meters)                     COMP
 DH2838  Y           -  -5,293,380.436 (meters)                     COMP
 DH2838  Z           -   3,540,903.403 (meters)                     COMP
 DH2838  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DH2838  ELLIP HEIGHT-         119.47  (meters)          (07/29/02) GPS OBS
 DH2838  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 DH2838
 DH2838  HORZ ORDER  -  FIRST
 DH2838  ELLP ORDER  -  FOURTH    CLASS I
 DH2838
 DH2838.The horizontal coordinates were established by GPS observations
 DH2838.and adjusted by the National Geodetic Survey in December 1992..
 DH2838
 DH2838.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2838.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2838
 DH2838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2838
 DH2838.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2838
 DH2838.The ellipsoidal height was determined by GPS observations
 DH2838.and is referenced to NAD 83.
 DH2838
 DH2838.The geoid height was determined by GEOID03.
 DH2838
 DH2838;                    North         East     Units Scale Factor Converg.
 DH2838;SPC AL W     -   436,807.337   568,377.972   MT  0.99994566   -0 11 27.5
 DH2838;UTM  16      - 3,755,713.676   422,180.636   MT  0.99967465   -0 28 12.6
 DH2838
 DH2838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2838!SPC AL W     -   0.99998125  x   0.99994566  =   0.99992691
 DH2838!UTM  16      -   0.99998125  x   0.99967465  =   0.99965590
 DH2838
 DH2838:                Primary Azimuth Mark                     Grid Az
 DH2838:SPC AL W     -  47 7                                     126 12 12.5
 DH2838:UTM  16      -  47 7                                     126 28 57.6
 DH2838
 DH2838|---------------------------------------------------------------------|
 DH2838| PID    Reference Object                     Distance      Geod. Az  |
 DH2838|                                                           dddmmss.s |
 DH2838| DH2839 47 7                                APPROX. 0.5 KM 1260045.0 |
 DH2838|---------------------------------------------------------------------|
 DH2838
 DH2838                          SUPERSEDED SURVEY CONTROL
 DH2838
 DH2838  ELLIP H (12/04/92)  119.48   (m)                       GP(       ) 4 1
 DH2838  NAD 83(1986)-  33 56 20.47091(N)    087 50 31.42755(W) AD(       ) 1
 DH2838  NGVD 29 (12/04/92)  146.8    (m)          482.     (f) GPS OBS        
 DH2838
 DH2838.Superseded values are not recommended for survey control.
 DH2838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2838.See file dsdata.txt to determine how the superseded data were derived.
 DH2838
 DH2838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2218155714(NAD 83)
 DH2838_MARKER: DD = SURVEY DISK
 DH2838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2838_SP_SET: CONCRETE POST
 DH2838_STAMPING: 47-6 1991
 DH2838_MARK LOGO: ALHD  
 DH2838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2838+STABILITY: SURFACE MOTION
 DH2838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2838+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 DH2838
 DH2838  HISTORY     - Date     Condition        Report By
 DH2838  HISTORY     - 1991     MONUMENTED       ALHD
 DH2838  HISTORY     - 19920226 GOOD
 DH2838  HISTORY     - 20050223 GOOD             ALHD
 DH2838
 DH2838                          STATION DESCRIPTION
 DH2838
 DH2838'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2838'THE STATION IS LOCATED IN MARION COUNTY ON THE NORTH RIGHT OF WAY OF
 DH2838'U.S. 78 AND U.S. 43 IN WINFIELD.
 DH2838'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 SOUTH, U.S. 78, AND
 DH2838'ALA 253 NORTH (MILE POST 26.30 ON U.S. 78) IN WINFIELD, DRIVE WEST ON
 DH2838'U.S. 78 AND U.S. 43 FOR 1.65 MI (2.66 KM) TO MILE POST 24.65 AND THE
 DH2838'STATION ON THE RIGHT.
 DH2838'THE STATION IS LOCATED IN FRONT OF HOLY SPIRIT CATHOLIC CHURCH, 9.4 FT
 DH2838'(2.9 M) NORTH-NORTHEAST OF THE NORTH CONCRETE CURB OF U.S. 78 AND
 DH2838'U.S. 43, 21.0 FT (6.4 M) SOUTH-SOUTHWEST OF THE CENTER OF A BRICK AND
 DH2838'METAL HOLY SPIRIT CATHOLIC CHURCH SIGN, 25.0 FT (7.6 M)
 DH2838'NORTH-NORTHEAST OF THE CENTER LINE OF THE WEST BOUND LANES OF FIVE
 DH2838'LANE UNDIVIDED U.S. 78 AND U.S. 43, 71.6 FT (21.8 M) EAST-SOUTHEAST
 DH2838'OF A FIRE HYDRANT, 73.6 FT (22.4 M) EAST-SOUTHEAST OF A CABLE AND
 DH2838'POWER POLE, 108.0 FT (32.9 M) EAST-SOUTHEAST OF THE CENTER OF THE
 DH2838'WEST PAVED DRIVEWAY, 135.4 FT (41.3 M) WEST-NORTHWEST OF CABLE AND
 DH2838'STREET LIGHT POLE NO. T1 64 2 65, 159.0 FT (48.5 M) WEST-NORTHWEST OF
 DH2838'THE CENTER OF THE EAST PAVED DRIVEWAY, AND SET FLUSH WITH THE GROUND.
 DH2838'STATION 47-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2838
 DH2838                          STATION RECOVERY (1992)
 DH2838
 DH2838'RECOVERED 1992
 DH2838'RECOVERED IN GOOD CONDITION.
 DH2838
 DH2838                          STATION RECOVERY (2005)
 DH2838
 DH2838'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2838'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2839 ***********************************************************************
 DH2839  DESIGNATION -  47 7
 DH2839  PID         -  DH2839
 DH2839  STATE/COUNTY-  AL/MARION
 DH2839  USGS QUAD   -  WINFIELD (1983)
 DH2839
 DH2839                         *CURRENT SURVEY CONTROL
 DH2839  ___________________________________________________________________
 DH2839* NAD 83(1992)-  33 56 10.08584(N)    087 50 14.30246(W)     ADJUSTED  
 DH2839* NAVD 88     -       152.2    (meters)     499.     (feet)  VERTCON   
 DH2839  ___________________________________________________________________
 DH2839  X           -     199,905.832 (meters)                     COMP
 DH2839  Y           -  -5,293,546.632 (meters)                     COMP
 DH2839  Z           -   3,540,641.088 (meters)                     COMP
 DH2839  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DH2839  ELLIP HEIGHT-         124.77  (meters)          (07/29/02) GPS OBS
 DH2839  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DH2839
 DH2839  HORZ ORDER  -  FIRST
 DH2839  ELLP ORDER  -  FOURTH    CLASS I
 DH2839
 DH2839.The horizontal coordinates were established by GPS observations
 DH2839.and adjusted by the National Geodetic Survey in December 1992..
 DH2839
 DH2839.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2839.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2839
 DH2839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2839
 DH2839.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2839
 DH2839.The ellipsoidal height was determined by GPS observations
 DH2839.and is referenced to NAD 83.
 DH2839
 DH2839.The geoid height was determined by GEOID03.
 DH2839
 DH2839;                    North         East     Units Scale Factor Converg.
 DH2839;SPC AL W     -   436,486.164   568,816.744   MT  0.99994532   -0 11 17.9
 DH2839;UTM  16      - 3,755,390.456   422,617.719   MT  0.99967382   -0 28 02.9
 DH2839
 DH2839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2839!SPC AL W     -   0.99998041  x   0.99994532  =   0.99992573
 DH2839!UTM  16      -   0.99998041  x   0.99967382  =   0.99965424
 DH2839
 DH2839:                Primary Azimuth Mark                     Grid Az
 DH2839:SPC AL W     -  47 6                                     306 12 12.5
 DH2839:UTM  16      -  47 6                                     306 28 57.5
 DH2839
 DH2839|---------------------------------------------------------------------|
 DH2839| PID    Reference Object                     Distance      Geod. Az  |
 DH2839|                                                           dddmmss.s |
 DH2839| DH2838 47 6                                APPROX. 0.5 KM 3060054.6 |
 DH2839|---------------------------------------------------------------------|
 DH2839
 DH2839                          SUPERSEDED SURVEY CONTROL
 DH2839
 DH2839  NAD 83(1986)-  33 56 10.09369(N)    087 50 14.29998(W) AD(       ) 1
 DH2839  NGVD 29 (12/04/92)  152.2    (m)          499.     (f) GPS OBS        
 DH2839
 DH2839.Superseded values are not recommended for survey control.
 DH2839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2839.See file dsdata.txt to determine how the superseded data were derived.
 DH2839
 DH2839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2261855390(NAD 83)
 DH2839_MARKER: DD = SURVEY DISK
 DH2839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2839_SP_SET: CONCRETE POST
 DH2839_STAMPING: 47-7 1991
 DH2839_MARK LOGO: ALHD  
 DH2839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2839+STABILITY: SURFACE MOTION
 DH2839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2839+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 DH2839
 DH2839  HISTORY     - Date     Condition        Report By
 DH2839  HISTORY     - 1991     MONUMENTED       ALHD
 DH2839  HISTORY     - 19920226 GOOD
 DH2839  HISTORY     - 20030123 GOOD             ALHD
 DH2839  HISTORY     - 20050223 GOOD             ALHD
 DH2839
 DH2839                          STATION DESCRIPTION
 DH2839
 DH2839'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2839'THE STATION IS LOCATED IN MARION COUNTY ON THE SOUTH RIGHT OF WAY OF
 DH2839'U.S. 78 AND U.S. 43 IN WINFIELD.
 DH2839'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 SOUTH, U.S. 78, AND
 DH2839'ALA 253 NORTH (MILE POST 26.30 ON U.S. 78) IN WINFIELD, DRIVE WEST ON
 DH2839'U.S. 78 AND U.S. 43 FOR 1.35 MI (2.17 KM) TO MILE POST 24.95 AND THE
 DH2839'STATION ON THE LEFT.
 DH2839'THE STATION IS LOCATED IN A GRASSED TRAFFIC ISLAND IN FRONT OF A
 DH2839'WAL-MART STORE, 13.3 FT (4.1 M) SOUTH-SOUTHWEST OF THE SOUTH CONCRETE
 DH2839'CURB OF U.S. 78 AND U.S. 43, 27.2 FT (8.3 M) NORTH-NORTHEAST OF THE
 DH2839'NORTH CONCRETE CURB OF A PAVED PARKING LOT, 29.0 FT (8.8 M)
 DH2839'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE EAST BOUND LANES OF FIVE
 DH2839'LANE UNDIVIDED U.S. 78 AND U.S. 43, 53.7 FT (16.4 M) NORTH-NORTHEAST
 DH2839'OF A 4-INCH YELLOW GUARD POST FOR A WAL-MART SIGN, 58.6 FT (17.9 M)
 DH2839'NORTH-NORTHEAST OF THE NORTH 8-INCH GREEN SUPPORT POST OF A WAL-MART
 DH2839'SIGN AND IN LINE WITH THE SIGN, 79.0 FT (24.1 M) EAST-SOUTHEAST OF A
 DH2839'JUNCTION POWER POLE, 94.2 FT (28.7 M) EAST-SOUTHEAST OF A FIRE
 DH2839'HYDRANT, 2.5 FT (0.8 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST,
 DH2839'AND SET FLUSH WITH THE GROUND.
 DH2839'STATION 47-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2839
 DH2839                          STATION RECOVERY (1992)
 DH2839
 DH2839'RECOVERED 1992
 DH2839'RECOVERED IN GOOD CONDITION.
 DH2839
 DH2839                          STATION RECOVERY (2003)
 DH2839
 DH2839'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH2839'RECOVERED IN GOOD CONDITION.
 DH2839
 DH2839                          STATION RECOVERY (2005)
 DH2839
 DH2839'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2839'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1762 ***********************************************************************
 EF1762  DESIGNATION -  47 8
 EF1762  PID         -  EF1762
 EF1762  STATE/COUNTY-  AL/MARION
 EF1762  USGS QUAD   -  HAMILTON SW (1982)
 EF1762
 EF1762                         *CURRENT SURVEY CONTROL
 EF1762  ___________________________________________________________________
 EF1762* NAD 83(1992)-  34 02 25.40704(N)    087 56 45.16006(W)     ADJUSTED  
 EF1762* NAVD 88     -       219.60   (+/-2cm)     720.5    (feet)  VERTCON   
 EF1762  ___________________________________________________________________
 EF1762  X           -     189,644.856 (meters)                     COMP
 EF1762  Y           -  -5,287,511.173 (meters)                     COMP
 EF1762  Z           -   3,550,267.627 (meters)                     COMP
 EF1762  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 EF1762  ELLIP HEIGHT-         192.29  (meters)          (07/29/02) GPS OBS
 EF1762  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EF1762
 EF1762  HORZ ORDER  -  FIRST
 EF1762  VERT ORDER  -  THIRD (See Below)
 EF1762  ELLP ORDER  -  FOURTH    CLASS I
 EF1762
 EF1762.The horizontal coordinates were established by GPS observations
 EF1762.and adjusted by the National Geodetic Survey in December 1992..
 EF1762
 EF1762.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1762.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1762.The vertical order pertains to the NGVD 29 superseded value.
 EF1762
 EF1762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1762
 EF1762.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1762
 EF1762.The ellipsoidal height was determined by GPS observations
 EF1762.and is referenced to NAD 83.
 EF1762
 EF1762.The geoid height was determined by GEOID03.
 EF1762
 EF1762;                    North         East     Units Scale Factor Converg.
 EF1762;SPC AL W     -   448,088.113   558,829.771   MT  0.99995422   -0 14 58.5
 EF1762;UTM  16      - 3,767,037.894   412,690.108   MT  0.99969397   -0 31 46.3
 EF1762
 EF1762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1762!SPC AL W     -   0.99996981  x   0.99995422  =   0.99992404
 EF1762!UTM  16      -   0.99996981  x   0.99969397  =   0.99966379
 EF1762
 EF1762:                Primary Azimuth Mark                     Grid Az
 EF1762:SPC AL W     -  PIKEVILLE                                258 26 18.9
 EF1762:UTM  16      -  PIKEVILLE                                258 43 06.7
 EF1762
 EF1762|---------------------------------------------------------------------|
 EF1762| PID    Reference Object                     Distance      Geod. Az  |
 EF1762|                                                           dddmmss.s |
 EF1762| EF1572 PIKEVILLE                           471.324 METERS 2581120.4 |
 EF1762|---------------------------------------------------------------------|
 EF1762
 EF1762                          SUPERSEDED SURVEY CONTROL
 EF1762
 EF1762  ELLIP H (12/04/92)  192.25   (m)                       GP(       ) 4 1
 EF1762  NAD 83(1992)-  34 02 25.41705(N)    087 56 45.15799(W) AD(       ) 1
 EF1762  NGVD 29 (08/31/95)  219.54   (m)          720.3    (f) LEVELING    3  
 EF1762
 EF1762.Superseded values are not recommended for survey control.
 EF1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1762.See file dsdata.txt to determine how the superseded data were derived.
 EF1762
 EF1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1269067038(NAD 83)
 EF1762_MARKER: DD = SURVEY DISK
 EF1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1762_SP_SET: CONCRETE POST
 EF1762_STAMPING: 47-8 1991
 EF1762_MARK LOGO: ALHD  
 EF1762_PROJECTION: FLUSH
 EF1762_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1762+STABILITY: SURFACE MOTION
 EF1762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1762+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 EF1762
 EF1762  HISTORY     - Date     Condition        Report By
 EF1762  HISTORY     - 1991     MONUMENTED       ALHD
 EF1762  HISTORY     - 19920226 GOOD
 EF1762  HISTORY     - 19940816 GOOD             ALHD
 EF1762  HISTORY     - 19941117 GOOD             ALHD
 EF1762
 EF1762                          STATION DESCRIPTION
 EF1762
 EF1762'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1762'THE STATION IS LOCATED IN MARION COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1762'MARION COUNTY ROAD NO. 2, ABOUT 5.40 MI (8.69 KM) NORTH-NORTHWEST OF
 EF1762'GUIN AND ABOUT 7.45 MI (11.99 KM) SOUTH-SOUTHEAST OF HAMILTON.
 EF1762'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 78 (CORRIDOR
 EF1762'X), U.S. 278, AND ALA 171 (MILE POST 69.00 ON U.S. 43, U.S. 278, AND
 EF1762'ALA 171), ABOUT 5.00 MI (8.05 KM) SOUTH OF HAMILTON, DRIVE SOUTH ON
 EF1762'U.S. 43, U.S. 78, U.S. 278, AND ALA 171 FOR 2.85 MI (4.59 KM) TO MILE
 EF1762'POST 66.15 AND MARION COUNTY ROAD NO. 2 ON THE LEFT, TURN LEFT ON
 EF1762'MARION COUNTY ROAD NO. 2 AND DRIVE EAST FOR 0.30 MI (0.48 KM) TO THE
 EF1762'STATION ON THE RIGHT.
 EF1762'THE STATION IS 4.6 FT (1.4 M) SOUTH-SOUTHEAST OF THE CREST OF A 6 FOOT
 EF1762'(1.8 M) BACKSLOPE, 34.6 FT (10.5 M) SOUTH-SOUTHEAST OF THE CENTER OF
 EF1762'MARION COUNTY ROAD NO. 2, 53.9 FT (16.4 M) WEST-SOUTHWEST OF
 EF1762'TELEPHONE CABLE PEDESTAL NO. 2 111, 1.9 FT (0.6 M) NORTH-NORTHWEST OF
 EF1762'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1762'TRIANGULATION STATION PIKEVILLE 1950 MAY BE USED AS AN AZIMUTH FOR
 EF1762'THIS STATION.
 EF1762
 EF1762                          STATION RECOVERY (1992)
 EF1762
 EF1762'RECOVERED 1992
 EF1762'RECOVERED IN GOOD CONDITION.
 EF1762
 EF1762                          STATION RECOVERY (1994)
 EF1762
 EF1762'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 EF1762'THE STATION IS LOCATED IN MARION COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1762'MARION COUNTY ROAD NO. 2, ABOUT 5.40 MI (8.69 KM) NORTH-NORTHWEST OF
 EF1762'GUIN AND ABOUT 7.45 MI (11.99 KM) SOUTH-SOUTHEAST OF HAMILTON. TO
 EF1762'REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 78 (CORRIDOR X),
 EF1762'U.S. 278, AND ALA 171 (MILE POST 69.00 ON U.S. 43, U.S. 278, AND ALA
 EF1762'171), ABOUT 5.00 MI (8.05 KM) SOUTH OF HAMILTON, DRIVE SOUTH ON U.S.
 EF1762'43, U.S. 78, U.S. 278, AND ALA 171 FOR 2.85 MI (4.59 KM) TO MILE POST
 EF1762'66.15 AND MARION COUNTY ROAD NO. 2 ON THE LEFT, TURN LEFT ON MARION
 EF1762'COUNTY ROAD NO. 2 AND DRIVE EAST FOR 0.30 MI (0.48 KM) TO THE STATION
 EF1762'ON THE RIGHT. THE STATION IS 4.6 FT (1.4 M) SOUTH-SOUTHEAST OF THE
 EF1762'CREST OF A 6 FOOT (1.8 M) BACKSLOPE, 34.6 FT (10.5 M) SOUTH-SOUTHEAST
 EF1762'OF THE CENTER OF MARION COUNTY ROAD NO. 2, 53.9 FT (16.4 M)
 EF1762'WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 2 111, 1.9 FT (0.6 M)
 EF1762'NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1762'GROUND. TRIANGULATION STATION PIKEVILLE 1950 MAY BE USED AS AN AZIMUTH
 EF1762'FOR THIS STATION.
 EF1762
 EF1762                          STATION RECOVERY (1994)
 EF1762
 EF1762'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 EF1762'THE STATION IS LOCATED IN MARION COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1762'MARION COUNTY ROAD NO. 2, ABOUT 5.40 MI (8.69 KM) NORTH-NORTHWEST OF
 EF1762'GUIN AND ABOUT 7.45 MI (11.99 KM) SOUTH-SOUTHEAST OF HAMILTON.
 EF1762' 
 EF1762'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43, U.S. 78 (CORRIDOR
 EF1762'X), U.S. 278, AND ALA 171 (MILE POST 69.00 ON U.S. 43, U.S. 278, AND
 EF1762'ALA 171), ABOUT 5.00 MI (8.05 KM) SOUTH OF HAMILTON, DRIVE SOUTH ON
 EF1762'U.S. 43, U.S. 78, U.S. 278, AND ALA 171 FOR 2.85 MI (4.59 KM) TO MILE
 EF1762'POST 66.15 AND MARION COUNTY ROAD NO. 2 ON THE LEFT, TURN LEFT ON
 EF1762'MARION COUNTY ROAD NO. 2 AND DRIVE EAST FOR 0.30 MI (0.48 KM) TO THE
 EF1762'STATION ON THE RIGHT.
 EF1762' 
 EF1762'THE STATION IS 4.6 FT (1.4 M) SOUTH-SOUTHEAST OF THE CREST OF A 6 FOOT
 EF1762'(1.8 M) BACKSLOPE, 34.6 FT (10.5 M) SOUTH-SOUTHEAST OF THE CENTER OF
 EF1762'MARION COUNTY ROAD NO. 2, 53.9 FT (16.4 M) WEST-SOUTHWEST OF TELEPHONE
 EF1762'CABLE PEDESTAL NO. 2 111, 1.9 FT (0.6 M) NORTH-NORTHWEST OF A
 EF1762'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1762' 
 EF1762'TRIANGULATION STATION PIKEVILLE 1950 MAY BE USED AS AN AZIMUTH FOR
 EF1762'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7853 ***********************************************************************
 AA7853  DESIGNATION -  47 9
 AA7853  PID         -  AA7853
 AA7853  STATE/COUNTY-  AL/MARION
 AA7853  USGS QUAD   -  SHOTTSVILLE (1967)
 AA7853
 AA7853                         *CURRENT SURVEY CONTROL
 AA7853  ___________________________________________________________________
 AA7853* NAD 83(1992)-  34 18 18.68126(N)    088 07 47.08879(W)     ADJUSTED  
 AA7853* NAVD 88     -       191.6    (meters)     629.     (feet)  VERTCON   
 AA7853  ___________________________________________________________________
 AA7853  X           -     172,136.424 (meters)                     COMP
 AA7853  Y           -  -5,271,579.206 (meters)                     COMP
 AA7853  Z           -   3,574,554.122 (meters)                     COMP
 AA7853  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 AA7853  ELLIP HEIGHT-         164.24  (meters)          (07/29/02) GPS OBS
 AA7853  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AA7853
 AA7853  HORZ ORDER  -  FIRST
 AA7853  ELLP ORDER  -  FOURTH    CLASS I
 AA7853
 AA7853.The horizontal coordinates were established by GPS observations
 AA7853.and adjusted by the National Geodetic Survey in August 1995..
 AA7853
 AA7853.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7853
 AA7853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7853
 AA7853.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7853
 AA7853.The ellipsoidal height was determined by GPS observations
 AA7853.and is referenced to NAD 83.
 AA7853
 AA7853.The geoid height was determined by GEOID03.
 AA7853
 AA7853;                    North         East     Units Scale Factor Converg.
 AA7853;SPC AL W     -   477,548.924   542,033.292   MT  0.99997474   -0 21 17.8
 AA7853;UTM  16      - 3,796,573.281   396,042.435   MT  0.99973321   -0 38 12.4
 AA7853
 AA7853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7853!SPC AL W     -   0.99997422  x   0.99997474  =   0.99994896
 AA7853!UTM  16      -   0.99997422  x   0.99973321  =   0.99970744
 AA7853
 AA7853                          SUPERSEDED SURVEY CONTROL
 AA7853
 AA7853  ELLIP H (10/10/95)  164.24   (m)                       GP(       ) 4 2
 AA7853  NGVD 29 (08/31/95)  191.6    (m)          629.     (f) GPS OBS        
 AA7853
 AA7853.Superseded values are not recommended for survey control.
 AA7853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7853.See file dsdata.txt to determine how the superseded data were derived.
 AA7853
 AA7853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9604296573(NAD 83)
 AA7853_MARKER: DD = SURVEY DISK
 AA7853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7853_STAMPING: 47-9 1994
 AA7853_MARK LOGO: ALHD  
 AA7853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7853+STABILITY: SURFACE MOTION
 AA7853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7853+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7853
 AA7853  HISTORY     - Date     Condition        Report By
 AA7853  HISTORY     - 1994     MONUMENTED       ALHD
 AA7853
 AA7853                          STATION DESCRIPTION
 AA7853
 AA7853'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7853'THE STATION IS IN MARION COUNTY ON THE NORTHEAST RIGHT OF WAY OF A
 AA7853'MARION COUNTY GRAVEL ROAD ABOUT 17.35 MI (27.92 KM) WEST OF HACKLEBURG
 AA7853'AND ABOUT 13.85 MI (22.29 KM) NORTHWEST OF HAMILTON.
 AA7853' 
 AA7853'TO REACH THE STATION FROM THE JUNCTION OF AL 4 AND AL 19 (MILEPOST
 AA7853'7.80 ON AL 4 AND MILEPOST 11.60 ON AL 19) WEST OF HAMILTON, DRIVE
 AA7853'NORTH ON AL 19 FOR 4.85 MI (7.81 KM) TO MILEPOST 16.45 AND MARION
 AA7853'COUNTY ROAD NO 56 LEFT. TURN LEFT ON MARION COUNTY ROAD NO 56 AND
 AA7853'DRIVE NORTHWEST FOR 4.65 MI (7.48 KM) TO A SHARP LEFT CURVE AND A
 AA7853'PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7853'NORTH-NORTHEAST FOR 1.25 MI (2.01 KM) TO A PAVED COUNTY ROAD LEFT.
 AA7853'TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 1.00 MI (1.61
 AA7853'KM) TO A Y-INTERSECTION WITH PAVED COUNTY ROADS LEADING LEFT AND
 AA7853'RIGHT. BEAR LEFT ON A PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.45 MI
 AA7853'(0.72 KM) TO THE END OF PAVEMENT AND BEGINNING OF A GRAVEL ROAD.
 AA7853'CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.35 MI (0.56 KM) TO A HIGH
 AA7853'VOLTAGE POWER LINE CROSSING AND THE STATION ON THE RIGHT.
 AA7853' 
 AA7853'THE STATION IS 21.5 FT (6.6 M) NORTHWEST OF THE NORTHWEST LEG OF A
 AA7853'HIGH VOLTAGE POWER LINE TOWER, 35.8 FT (10.9 M) NORTH OF THE SOUTHWEST
 AA7853'LEG OF A HIGH VOLTAGE POWER LINE TOWER, 42.8 FT (13.0 M) NORTHEAST OF
 AA7853'THE CENTER OF A GRAVEL ROAD, 121.0 FT (36.9 M) SOUTHEAST OF AN ANGLE
 AA7853'CABLE POLE WITH ONE GUY WIRE, 2.8 FT (0.9 M) WEST OF A CARSONITE
 AA7853'WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7853' 
 AA7853'STATION 47-10 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0396 ***********************************************************************
 DH0396  DESIGNATION -  471
 DH0396  PID         -  DH0396
 DH0396  STATE/COUNTY-  AL/TALLADEGA
 DH0396  USGS QUAD   -  SYLACAUGA WEST (1980)
 DH0396
 DH0396                         *CURRENT SURVEY CONTROL
 DH0396  ___________________________________________________________________
 DH0396* NAD 83(1986)-  33 09 50.     (N)    086 20 44.     (W)     SCALED    
 DH0396* NAVD 88     -       144.231  (meters)     473.20   (feet)  ADJUSTED  
 DH0396  ___________________________________________________________________
 DH0396  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DH0396  DYNAMIC HT  -         144.070 (meters)     472.67  (feet)  COMP
 DH0396  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 DH0396
 DH0396  VERT ORDER  -  SECOND    CLASS 0
 DH0396
 DH0396.The horizontal coordinates were scaled from a topographic map and have
 DH0396.an estimated accuracy of +/- 6 seconds.
 DH0396
 DH0396.The orthometric height was determined by differential leveling
 DH0396.and adjusted by the National Geodetic Survey in June 1991..
 DH0396
 DH0396.The geoid height was determined by GEOID03.
 DH0396
 DH0396.The dynamic height is computed by dividing the NAVD 88
 DH0396.geopotential number by the normal gravity value computed on the
 DH0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0396.degrees latitude (g = 980.6199 gals.).
 DH0396
 DH0396.The modeled gravity was interpolated from observed gravity values.
 DH0396
 DH0396;                    North         East    Units  Estimated Accuracy
 DH0396;SPC AL E     -   295,490.      152,220.      MT  (+/- 180 meters Scaled)
 DH0396
 DH0396                          SUPERSEDED SURVEY CONTROL
 DH0396
 DH0396  NGVD 29 (??/??/92)  144.178  (m)          473.02   (f) ADJ UNCH    2 0
 DH0396
 DH0396.Superseded values are not recommended for survey control.
 DH0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0396.See file dsdata.txt to determine how the superseded data were derived.
 DH0396
 DH0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB610696(NAD 83)
 DH0396_MARKER: DD = SURVEY DISK
 DH0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0396_SP_SET: BRIDGE ABUTMENT
 DH0396_STAMPING: 471
 DH0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0396
 DH0396  HISTORY     - Date     Condition        Report By
 DH0396  HISTORY     - UNK      MONUMENTED       USGS
 DH0396  HISTORY     - 1949     GOOD             NGS
 DH0396
 DH0396                          STATION DESCRIPTION
 DH0396
 DH0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0396'3.8 MI E FROM FAYETTEVILLE.
 DH0396'ABOUT 3.8 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 DH0396'THE STATION AT FAYETTEVILLE, ABOUT 0.15 MILE EAST OF A ROAD CROSSING,
 DH0396'SET IN THE SOUTHEAST CORNER OF THE SOUTH END OF THE EAST CONCRETE
 DH0396'ABUTMENT OF RAILROAD TRESTLE NO. 42, 268 FEET EAST OF MILE POST 452, 8
 DH0396'FEET SOUTH OF THE SOUTH RAIL AND 3 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0263 ***********************************************************************
 DH0263  DESIGNATION -  478
 DH0263  PID         -  DH0263
 DH0263  STATE/COUNTY-  AL/ST CLAIR
 DH0263  USGS QUAD   -  PELL CITY (1972)
 DH0263
 DH0263                         *CURRENT SURVEY CONTROL
 DH0263  ___________________________________________________________________
 DH0263* NAD 83(1986)-  33 33 10.     (N)    086 16 06.     (W)     SCALED    
 DH0263* NAVD 88     -       145.890  (meters)     478.64   (feet)  ADJUSTED  
 DH0263  ___________________________________________________________________
 DH0263  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DH0263  DYNAMIC HT  -         145.733 (meters)     478.13  (feet)  COMP
 DH0263  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 DH0263
 DH0263  VERT ORDER  -  SECOND    CLASS 0
 DH0263
 DH0263.The horizontal coordinates were scaled from a topographic map and have
 DH0263.an estimated accuracy of +/- 6 seconds.
 DH0263
 DH0263.The orthometric height was determined by differential leveling
 DH0263.and adjusted by the National Geodetic Survey in June 1991..
 DH0263
 DH0263.The geoid height was determined by GEOID03.
 DH0263
 DH0263.The dynamic height is computed by dividing the NAVD 88
 DH0263.geopotential number by the normal gravity value computed on the
 DH0263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0263.degrees latitude (g = 980.6199 gals.).
 DH0263
 DH0263.The modeled gravity was interpolated from observed gravity values.
 DH0263
 DH0263;                    North         East    Units  Estimated Accuracy
 DH0263;SPC AL E     -   338,590.      159,610.      MT  (+/- 180 meters Scaled)
 DH0263
 DH0263                          SUPERSEDED SURVEY CONTROL
 DH0263
 DH0263  NGVD 29 (??/??/92)  145.828  (m)          478.44   (f) ADJ UNCH    2 0
 DH0263
 DH0263.Superseded values are not recommended for survey control.
 DH0263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0263.See file dsdata.txt to determine how the superseded data were derived.
 DH0263
 DH0263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC679128(NAD 83)
 DH0263_MARKER: DD = SURVEY DISK
 DH0263_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0263_SP_SET: WALL
 DH0263_STAMPING: PRIM TRAV STA NO 4 478 1914
 DH0263_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0263
 DH0263  HISTORY     - Date     Condition        Report By
 DH0263  HISTORY     - 1914     MONUMENTED       USGS
 DH0263  HISTORY     - 1947     GOOD             NGS
 DH0263  HISTORY     - 1950     GOOD             NGS
 DH0263
 DH0263                          STATION DESCRIPTION
 DH0263
 DH0263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0263'IN CROPWELL.
 DH0263'AT CROPWELL, SET VERTICALLY IN THE NORTH FACE OF THE BRICK WALL OF THE
 DH0263'ROBINSON AND SON STORE, 1 FOOT EAST OF THE NORTHWEST CORNER AND ABOUT
 DH0263'1 FOOT ABOVE THE GROUND.
 DH0263
 DH0263                          STATION RECOVERY (1950)
 DH0263
 DH0263'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DH0263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1949 ***********************************************************************
 DG1949  DESIGNATION -  48
 DG1949  PID         -  DG1949
 DG1949  STATE/COUNTY-  AL/CALHOUN
 DG1949  USGS QUAD   -  CHOCCOLOCCO (1983)
 DG1949
 DG1949                         *CURRENT SURVEY CONTROL
 DG1949  ___________________________________________________________________
 DG1949* NAD 83(1986)-  33 40 05.     (N)    085 39 50.     (W)     SCALED    
 DG1949* NAVD 88     -       230.528  (meters)     756.32   (feet)  ADJUSTED  
 DG1949  ___________________________________________________________________
 DG1949  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG1949  DYNAMIC HT  -         230.278 (meters)     755.50  (feet)  COMP
 DG1949  MODELED GRAV-     979,546.8   (mgal)                       NAVD 88
 DG1949
 DG1949  VERT ORDER  -  SECOND    CLASS 0
 DG1949
 DG1949.The horizontal coordinates were scaled from a topographic map and have
 DG1949.an estimated accuracy of +/- 6 seconds.
 DG1949
 DG1949.The orthometric height was determined by differential leveling
 DG1949.and adjusted by the National Geodetic Survey in June 1991..
 DG1949
 DG1949.The geoid height was determined by GEOID03.
 DG1949
 DG1949.The dynamic height is computed by dividing the NAVD 88
 DG1949.geopotential number by the normal gravity value computed on the
 DG1949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1949.degrees latitude (g = 980.6199 gals.).
 DG1949
 DG1949.The modeled gravity was interpolated from observed gravity values.
 DG1949
 DG1949;                    North         East    Units  Estimated Accuracy
 DG1949;SPC AL E     -   351,300.      215,710.      MT  (+/- 180 meters Scaled)
 DG1949
 DG1949                          SUPERSEDED SURVEY CONTROL
 DG1949
 DG1949  NGVD 29 (??/??/92)  230.460  (m)          756.10   (f) ADJ UNCH    2 0
 DG1949
 DG1949.Superseded values are not recommended for survey control.
 DG1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1949.See file dsdata.txt to determine how the superseded data were derived.
 DG1949
 DG1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC238261(NAD 83)
 DG1949_MARKER: DD = SURVEY DISK
 DG1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1949_STAMPING: NO 48 1060 1934
 DG1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1949+STABILITY: SURFACE MOTION
 DG1949
 DG1949  HISTORY     - Date     Condition        Report By
 DG1949  HISTORY     - 1934     MONUMENTED       USGS
 DG1949  HISTORY     - 1948     GOOD             NGS
 DG1949  HISTORY     - 1965     GOOD             NGS
 DG1949
 DG1949                          STATION DESCRIPTION
 DG1949
 DG1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1949'AT IRON CITY.
 DG1949'AT IRON CITY, ALONG THE SOUTHERN RAILWAY, 196 FEET NORTHWEST OF
 DG1949'THE NORTHWEST CORNER OF THE STATION, ABOUT 130 YARDS NORTHWEST
 DG1949'OF MILE POST 722, 17.8 FEET NORTHEAST OF THE NORTHEAST RAIL OF
 DG1949'THE MAIN TRACK, 11 FEET NORTHWEST OF A 36-INCH OAK TREE, 31 FEET
 DG1949'EAST OF THE CENTER OF THE CROSSING OF THE MAIN TRACK AND THE
 DG1949'IRON CITY-WHITE PLAINS ROAD, 1.5 FEET EAST OF A WHITE WOODEN
 DG1949'WITNESS POST, ABOUT 0.5 FOOT BELOW THE TRACK AND SET IN THE TOP
 DG1949'OF A CONCRETE POST ABOUT 4 INCHES BELOW THE SURFACE OF THE
 DG1949'GROUND.  NOTE-- THE 36-INCH OAK TREE AND THE WHITE WOODEN
 DG1949'WITNESS POST ARE GONE.  ALSO STATE HIGHWAY 9 IS ABOUT 0.25 MILES
 DG1949'NW OF BM.
 DG1949
 DG1949                          STATION RECOVERY (1965)
 DG1949
 DG1949'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DG1949'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0704 ***********************************************************************
 EF0704  DESIGNATION -  48
 EF0704  PID         -  EF0704
 EF0704  STATE/COUNTY-  AL/MADISON
 EF0704  USGS QUAD   -  MASON RIDGE (1973)
 EF0704
 EF0704                         *CURRENT SURVEY CONTROL
 EF0704  ___________________________________________________________________
 EF0704* NAD 83(1986)-  34 33 39.     (N)    086 45 01.     (W)     SCALED    
 EF0704* NAVD 88     -       177.196  (meters)     581.35   (feet)  ADJUSTED  
 EF0704  ___________________________________________________________________
 EF0704  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 EF0704  DYNAMIC HT  -         177.018 (meters)     580.77  (feet)  COMP
 EF0704  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 EF0704
 EF0704  VERT ORDER  -  FIRST     CLASS II
 EF0704
 EF0704.The horizontal coordinates were scaled from a topographic map and have
 EF0704.an estimated accuracy of +/- 6 seconds.
 EF0704
 EF0704.The orthometric height was determined by differential leveling
 EF0704.and adjusted by the National Geodetic Survey in June 1991..
 EF0704
 EF0704.The geoid height was determined by GEOID03.
 EF0704
 EF0704.The dynamic height is computed by dividing the NAVD 88
 EF0704.geopotential number by the normal gravity value computed on the
 EF0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0704.degrees latitude (g = 980.6199 gals.).
 EF0704
 EF0704.The modeled gravity was interpolated from observed gravity values.
 EF0704
 EF0704;                    North         East    Units  Estimated Accuracy
 EF0704;SPC AL E     -   450,700.      115,850.      MT  (+/- 180 meters Scaled)
 EF0704
 EF0704                          SUPERSEDED SURVEY CONTROL
 EF0704
 EF0704  NGVD 29 (??/??/92)  177.157  (m)          581.22   (f) ADJ UNCH    1 2
 EF0704
 EF0704.Superseded values are not recommended for survey control.
 EF0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0704.See file dsdata.txt to determine how the superseded data were derived.
 EF0704
 EF0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED229243(NAD 83)
 EF0704_MARKER: DD = SURVEY DISK
 EF0704_SETTING: 66 = SET IN ROCK OUTCROP
 EF0704_SP_SET: ROCK BLUFF
 EF0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0704+STABILITY: POSITION/ELEVATION WELL
 EF0704
 EF0704  HISTORY     - Date     Condition        Report By
 EF0704  HISTORY     - UNK      MONUMENTED       USE
 EF0704  HISTORY     - 1933     GOOD             NGS
 EF0704  HISTORY     - 1950     GOOD             TVA
 EF0704
 EF0704                          STATION DESCRIPTION
 EF0704
 EF0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0704'14 MI SE FROM DECATUR.
 EF0704'IN MADISON COUNTY, ABOUT 14 MILES UPSTREAM FROM DECATUR, MORGAN
 EF0704'COUNTY, ON THE RIGHT BANK OF TENNESSEE RIVER AT MILEAGE 145, AT
 EF0704'WATKINS BLUFF, DIRECTLY ACROSS THE RIVER FROM MOUTH OF COTACO CREEK,
 EF0704'LOOKING UP THE CREEK AND DIRECTLY OVER THE WATERS EDGE ABOUT 40 FEET
 EF0704'EAST OF A BLAZED 6-INCH CEDAR TREE, ON A FLAT TOP LIMESTONE BLUFF,
 EF0704'ABOUT 20 FEET HIGH, 8 FEET DOWNSTREAM FROM UPSTREAM END AND 4 FEET
 EF0704'FROM RIVER EDGE.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK.
 EF0704
 EF0704                          STATION RECOVERY (1950)
 EF0704
 EF0704'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0704'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1738 ***********************************************************************
 EF1738  DESIGNATION -  48 1
 EF1738  PID         -  EF1738
 EF1738  STATE/COUNTY-  AL/MARSHALL
 EF1738  USGS QUAD   -  GUNTERSVILLE DAM (1970)
 EF1738
 EF1738                         *CURRENT SURVEY CONTROL
 EF1738  ___________________________________________________________________
 EF1738* NAD 83(1992)-  34 25 09.22162(N)    086 26 56.43512(W)     ADJUSTED  
 EF1738* NAVD 88     -       320.6    (meters)    1052.     (feet)  VERTCON   
 EF1738  ___________________________________________________________________
 EF1738  X           -     326,243.055 (meters)                     COMP
 EF1738  Y           -  -5,257,240.879 (meters)                     COMP
 EF1738  Z           -   3,585,069.036 (meters)                     COMP
 EF1738  LAPLACE CORR-          -2.52  (seconds)                    DEFLEC99
 EF1738  ELLIP HEIGHT-         291.73  (meters)          (07/29/02) GPS OBS
 EF1738  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EF1738
 EF1738  HORZ ORDER  -  FIRST
 EF1738  ELLP ORDER  -  FOURTH    CLASS I
 EF1738
 EF1738.The horizontal coordinates were established by GPS observations
 EF1738.and adjusted by the National Geodetic Survey in December 1992..
 EF1738
 EF1738.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1738.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1738
 EF1738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1738
 EF1738.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1738
 EF1738.The ellipsoidal height was determined by GPS observations
 EF1738.and is referenced to NAD 83.
 EF1738
 EF1738.The geoid height was determined by GEOID03.
 EF1738
 EF1738;                    North         East     Units Scale Factor Converg.
 EF1738;SPC AL E     -   434,777.593   143,403.678   MT  0.99999947   -0 20 52.9
 EF1738;UTM  16      - 3,808,778.374   550,631.712   MT  0.99963160   +0 18 41.2
 EF1738
 EF1738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1738!SPC AL E     -   0.99995421  x   0.99999947  =   0.99995368
 EF1738!UTM  16      -   0.99995421  x   0.99963160  =   0.99958582
 EF1738
 EF1738:                Primary Azimuth Mark                     Grid Az
 EF1738:SPC AL E     -  48 2                                     090 51 06.1
 EF1738:UTM  16      -  48 2                                     090 11 32.0
 EF1738
 EF1738|---------------------------------------------------------------------|
 EF1738| PID    Reference Object                     Distance      Geod. Az  |
 EF1738|                                                           dddmmss.s |
 EF1738| EF1739 48 2                                483.290 METERS 0903013.2 |
 EF1738|---------------------------------------------------------------------|
 EF1738
 EF1738                          SUPERSEDED SURVEY CONTROL
 EF1738
 EF1738  ELLIP H (12/04/92)  291.79   (m)                       GP(       ) 4 1
 EF1738  NAD 83(1992)-  34 25 09.22981(N)    086 26 56.42381(W) AD(       ) 1
 EF1738  NGVD 29 (12/04/92)  320.6    (m)         1052.     (f) GPS OBS        
 EF1738
 EF1738.Superseded values are not recommended for survey control.
 EF1738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1738.See file dsdata.txt to determine how the superseded data were derived.
 EF1738
 EF1738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5063208778(NAD 83)
 EF1738_MARKER: DD = SURVEY DISK
 EF1738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1738_SP_SET: CONCRETE POST
 EF1738_STAMPING: 48 - 1 1990
 EF1738_MARK LOGO: ALHD  
 EF1738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1738+STABILITY: SURFACE MOTION
 EF1738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1738+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 EF1738
 EF1738  HISTORY     - Date     Condition        Report By
 EF1738  HISTORY     - 1990     MONUMENTED       ALHD
 EF1738  HISTORY     - 19910213 GOOD
 EF1738
 EF1738                          STATION DESCRIPTION
 EF1738
 EF1738'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1738'THE STATION IS LOCATED IN MARSHALL COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1738'A PAVED COUNTY ROAD, ABOUT 11.99 KM (7.45 MI) NORTH - NORTHEAST OF
 EF1738'ARAB AND ABOUT 15.45 KM (9.60 MI) NORTHWEST OF GUNTERSVILLE.
 EF1738'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 SOUTH, ALA 79
 EF1738'SOUTH, AND ALA 69 SOUTH IN GUNTERSVILLE, DRIVE WEST ON ALA 69 9.90 KM
 EF1738'(6.15 MI) TO A PAVED COUNTY ROAD RIGHT, TURN RIGHT ON THE PAVED
 EF1738'COUNTY ROAD AND DRIVE NORTHWEST 6.36 KM (3.95 MI) TO A PAVED CROSS
 EF1738'ROAD AT UNION GROVE, TURN RIGHT ON A PAVED COUNTY ROAD AND DRIVE
 EF1738'NORTH 1.93 KM (1.20 MI) TO A PAVED CROSS ROAD, TURN RIGHT ON A PAVED
 EF1738'COUNTY ROAD AND DRIVE EAST 0.08 KM (0.05 MI) TO THE STATION ON THE
 EF1738'RIGHT.
 EF1738'THE STATION IS 5.79 M (19.00 FT) SOUTH OF THE CENTER OF THE PAVED EAST
 EF1738'- WEST ROAD, 27.43 M (89.99 FT) EAST - SOUTHEAST OF A TRANSFORMER
 EF1738'POWER POLE AT A RIGHT ANGLE TURN IN THE POWER LINE, 28.80 M
 EF1738'(94.49 FT) EAST OF THE SOUTH END OF AN 18 INCH CONCRETE PIPE UNDER
 EF1738'THE EAST - WEST PAVED ROAD, 29.72 M (97.51 FT) EAST - SOUTHEAST OF
 EF1738'THE NORTH END OF AN 18 INCH CM PIPE UNDER THE EAST - WEST PAVED ROAD,
 EF1738'34.14 M (112.01 FT) EAST OF THE CENTER OF THE NORTH - SOUTH PAVED
 EF1738'ROAD, 0.79 M (2.59 FT) WEST OF A CARSONITE WITNESS POST, AND SET
 EF1738'FLUSH WITH THE GROUND.
 EF1738'STATION 48 - 2 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1738
 EF1738                          STATION RECOVERY (1991)
 EF1738
 EF1738'RECOVERED 1991
 EF1738'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3049 ***********************************************************************
 AA3049  DESIGNATION -  48 10
 AA3049  PID         -  AA3049
 AA3049  STATE/COUNTY-  AL/MARSHALL
 AA3049  USGS QUAD   -  DOUGLAS (1984)
 AA3049
 AA3049                         *CURRENT SURVEY CONTROL
 AA3049  ___________________________________________________________________
 AA3049* NAD 83(1992)-  34 14 19.98792(N)    086 18 50.60981(W)     ADJUSTED  
 AA3049* NAVD 88     -       292.6    (meters)     960.     (feet)  VERTCON   
 AA3049  ___________________________________________________________________
 AA3049  X           -     339,348.576 (meters)                     COMP
 AA3049  Y           -  -5,267,693.518 (meters)                     COMP
 AA3049  Z           -   3,568,531.905 (meters)                     COMP
 AA3049  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA3049  ELLIP HEIGHT-         263.46  (meters)          (07/29/02) GPS OBS
 AA3049  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA3049
 AA3049  HORZ ORDER  -  FIRST
 AA3049  ELLP ORDER  -  FOURTH    CLASS I
 AA3049
 AA3049.The horizontal coordinates were established by GPS observations
 AA3049.and adjusted by the National Geodetic Survey in March 1995..
 AA3049
 AA3049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3049
 AA3049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3049
 AA3049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3049
 AA3049.The ellipsoidal height was determined by GPS observations
 AA3049.and is referenced to NAD 83.
 AA3049
 AA3049.The geoid height was determined by GEOID03.
 AA3049
 AA3049;                    North         East     Units Scale Factor Converg.
 AA3049;SPC AL E     -   414,705.925   155,714.615   MT  0.99998417   -0 16 13.7
 AA3049;UTM  16      - 3,788,856.401   563,167.917   MT  0.99964918   +0 23 09.4
 AA3049
 AA3049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3049!SPC AL E     -   0.99995864  x   0.99998417  =   0.99994281
 AA3049!UTM  16      -   0.99995864  x   0.99964918  =   0.99960784
 AA3049
 AA3049                          SUPERSEDED SURVEY CONTROL
 AA3049
 AA3049  ELLIP H (03/30/95)  263.54   (m)                       GP(       ) 4 2
 AA3049  NGVD 29 (03/30/95)  292.6    (m)          960.     (f) GPS OBS        
 AA3049
 AA3049.Superseded values are not recommended for survey control.
 AA3049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3049.See file dsdata.txt to determine how the superseded data were derived.
 AA3049
 AA3049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6316888856(NAD 83)
 AA3049_MARKER: DD = SURVEY DISK
 AA3049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3049_SP_SET: CONCRETE POST
 AA3049_STAMPING: 48-10 1993
 AA3049_MARK LOGO: ALHD  
 AA3049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3049+STABILITY: SURFACE MOTION
 AA3049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3049+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3049
 AA3049  HISTORY     - Date     Condition        Report By
 AA3049  HISTORY     - 1993     MONUMENTED       ALHD
 AA3049
 AA3049                          STATION DESCRIPTION
 AA3049
 AA3049'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3049'THE STATION IS IN MARSHALL COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA3049'COUNTY ROAD ABOUT 7.40 MI (11.91 KM) SOUTH OF GUNTERSVILLE AND ABOUT
 AA3049'6.40 MI (10.30 KM) WEST OF ALBERTVILLE. TO REACH THE STATION FROM THE
 AA3049'JUNCTION OF U.S. 431 AND AL 79 SOUTH (MILEPOST 302.25 ON U.S. 431 AND
 AA3049'MILEPOST 66.19 ON AL 79) IN GUNTERSVILLE, DRIVE SOUTH AND SOUTHEAST ON
 AA3049'U.S. 431 FOR 2.20 MI (3.54 KM) TO MILEPOST 300.05 AND AL 205 SOUTH TO
 AA3049'THE RIGHT. TURN RIGHT ON AL 205 AND DRIVE SOUTHWEST AND SOUTHEAST FOR
 AA3049'1.70 MI (2.74 KM) TO MILEPOST 13.55 AND AN IMMEDIATE Y-INTERSECTION OF
 AA3049'TWO PAVED COUNTY ROADS TO THE RIGHT. TURN RIGHT ON MARSHALL COUNTY
 AA3049'ROAD 131 (ONEONTA CUT OFF ROAD) AND DRIVE SOUTH FOR 1.45 MI (2.33 KM)
 AA3049'TO A Y-INTERSECTION WITH MARSHALL COUNTY ROAD 152 STRAIGHT AND
 AA3049'MARSHALL COUNTY ROAD 131 RIGHT (NIXON CHAPEL ROAD). TURN RIGHT ON
 AA3049'NIXON CHAPEL ROAD AND DRIVE SOUTHWEST FOR 0.85 MI (1.37 KM) TO A FOUR
 AA3049'WAY STOP WITH MARSHALL COUNTY ROAD 166 LEFT AND RIGHT. CONTINUE
 AA3049'STRAIGHT AHEAD FOR 1.30 MI (2.09 KM) TO A PAVED COUNTY ROAD LEFT. TURN
 AA3049'LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.60 MI (0.97 KM) TO
 AA3049'THE STATION ON THE RIGHT ON TOP OF A FIVE FOOT BACKSLOPE. THE STATION
 AA3049'IS 35.0 FT (10.7 M) WEST-SOUTHWEST OF THE CENTER OF A PAVED COUNTY
 AA3049'ROAD, 117.0 FT (35.7 M) SOUTH-SOUTHWEST OF THE WEST END OF A FIVE
 AA3049'STRAND BARBED WIRE FENCE ON WOOD POSTS ACROSS THE ROAD, 129.7 FT (39.5
 AA3049'M) SOUTHEAST OF A JUNCTION POWER AND CABLE POLE WITH ONE GUY WIRE AND
 AA3049'ONE TRANSFORMER, 154.7 FT (47.2 M) NORTH-NORTHWEST OF A POWER AND
 AA3049'CABLE POLE, 1.8 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST AND
 AA3049'SET FLUSH WITH THE GROUND. STATION 48-11 1993 MAY BE USED AS AN
 AA3049'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3050 ***********************************************************************
 AA3050  DESIGNATION -  48 11
 AA3050  PID         -  AA3050
 AA3050  STATE/COUNTY-  AL/MARSHALL
 AA3050  USGS QUAD   -  DOUGLAS (1984)
 AA3050
 AA3050                         *CURRENT SURVEY CONTROL
 AA3050  ___________________________________________________________________
 AA3050* NAD 83(1992)-  34 14 46.56919(N)    086 18 45.56083(W)     ADJUSTED  
 AA3050* NAVD 88     -       291.0    (meters)     955.     (feet)  VERTCON   
 AA3050  ___________________________________________________________________
 AA3050  X           -     339,447.791 (meters)                     COMP
 AA3050  Y           -  -5,267,223.915 (meters)                     COMP
 AA3050  Z           -   3,569,208.087 (meters)                     COMP
 AA3050  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA3050  ELLIP HEIGHT-         261.82  (meters)          (07/29/02) GPS OBS
 AA3050  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA3050
 AA3050  HORZ ORDER  -  FIRST
 AA3050  ELLP ORDER  -  FOURTH    CLASS I
 AA3050
 AA3050.The horizontal coordinates were established by GPS observations
 AA3050.and adjusted by the National Geodetic Survey in March 1995..
 AA3050
 AA3050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3050
 AA3050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3050
 AA3050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3050
 AA3050.The ellipsoidal height was determined by GPS observations
 AA3050.and is referenced to NAD 83.
 AA3050
 AA3050.The geoid height was determined by GEOID03.
 AA3050
 AA3050;                    North         East     Units Scale Factor Converg.
 AA3050;SPC AL E     -   415,524.342   155,847.673   MT  0.99998402   -0 16 11.1
 AA3050;UTM  16      - 3,789,676.015   563,291.547   MT  0.99964938   +0 23 12.5
 AA3050
 AA3050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3050!SPC AL E     -   0.99995890  x   0.99998402  =   0.99994292
 AA3050!UTM  16      -   0.99995890  x   0.99964938  =   0.99960830
 AA3050
 AA3050                          SUPERSEDED SURVEY CONTROL
 AA3050
 AA3050  ELLIP H (03/30/95)  261.90   (m)                       GP(       ) 4 2
 AA3050  NGVD 29 (03/30/95)  290.9    (m)          954.     (f) GPS OBS        
 AA3050
 AA3050.Superseded values are not recommended for survey control.
 AA3050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3050.See file dsdata.txt to determine how the superseded data were derived.
 AA3050
 AA3050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6329289676(NAD 83)
 AA3050_MARKER: DD = SURVEY DISK
 AA3050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3050_SP_SET: CONCRETE POST
 AA3050_STAMPING: 48-11 1993
 AA3050_MARK LOGO: ALHD  
 AA3050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3050+STABILITY: SURFACE MOTION
 AA3050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3050+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3050
 AA3050  HISTORY     - Date     Condition        Report By
 AA3050  HISTORY     - 1993     MONUMENTED       ALHD
 AA3050
 AA3050                          STATION DESCRIPTION
 AA3050
 AA3050'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3050'THE STATION IS IN MARSHALL COUNTY ON THE SOUTHEAST RIGHT OF WAY OF A
 AA3050'PAVED COUNTY ROAD ABOUT 6.90 MI (11.10 KM) SOUTH OF GUNTERSVILLE AND
 AA3050'ABOUT 6.10 MI (9.82 KM) WEST OF ALBERTVILLE. TO REACH THE STATION FROM
 AA3050'THE JUNCTION OF U.S. 431 AND AL 79 SOUTH (MILEPOST 302.25 ON U.S 431
 AA3050'AND MILEPOST 66.19 ON AL 79) IN GUNTERSVILLE, DRIVE SOUTH AND
 AA3050'SOUTHEAST ON U.S. 431 FOR 2.20 MI (3.54 KM) TO MILEPOST 300.05 AND AL
 AA3050'205 SOUTH TO THE RIGHT. TURN RIGHT ON AL 205 AND DRIVE SOUTHWEST AND
 AA3050'SOUTHEAST FOR 1.70 MI (2.74 KM) TO MILEPOST 13.55 AND AN IMMEDIATE
 AA3050'Y-INTERSECTION TO THE RIGHT WITH TWO PAVED COUNTY ROADS. TURN RIGHT ON
 AA3050'MARSHALL COUNTY ROAD 131 (ONEONTA CUT OFF ROAD) AND DRIVE SOUTH FOR
 AA3050'1.45 MI (2.33 KM) TO A Y-INTERSECTION WITH MARSHALL COUNTY ROAD 152
 AA3050'STRAIGHT AND MARSHALL COUNTY ROAD 131 RIGHT (NIXON CHAPEL ROAD). TURN
 AA3050'RIGHT ON NIXON CHAPEL ROAD AND DRIVE SOUTHWEST FOR 0.85 MI (1.37 KM)
 AA3050'TO A FOUR WAY STOP WITH MARSHALL COUNTY ROAD 166 LEFT AND RIGHT.
 AA3050'CONTINUE STRAIGHT AHEAD FOR 1.30 MI (2.09 KM) TO A PAVED COUNTY ROAD
 AA3050'LEFT. TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.05 MI
 AA3050'(0.08 KM) TO THE STATION ON THE LEFT. THE STATION IS 25.0 FT (7.6 M)
 AA3050'EAST-SOUTHEAST OF THE CENTER OF A PAVED COUNTY ROAD, 25.6 FT (7.8 M)
 AA3050'WEST OF THE CENTER OF A TEN FOOT WIDE DRAINAGE DITCH, 104.1 FT (31.7
 AA3050'M) WEST OF A POWER POLE, 258.6 FT (78.8 M) SOUTH-SOUTHWEST OF A POWER
 AA3050'POLE WITH ONE GUY WIRE, 298.4 FT (91.0 M) SOUTH-SOUTHWEST OF THE
 AA3050'CENTER OF A GRAVEL DRIVEWAY LEADING TO A BRICK HOUSE, 1.8 FT (0.5 M)
 AA3050'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3050'STATION 48-10 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3051 ***********************************************************************
 AA3051  DESIGNATION -  48 12
 AA3051  PID         -  AA3051
 AA3051  STATE/COUNTY-  AL/MARSHALL
 AA3051  USGS QUAD   -  BOAZ (1983)
 AA3051
 AA3051                         *CURRENT SURVEY CONTROL
 AA3051  ___________________________________________________________________
 AA3051* NAD 83(1992)-  34 13 42.33328(N)    086 12 13.28687(W)     ADJUSTED  
 AA3051* NAVD 88     -       316.3    (meters)    1038.     (feet)  VERTCON   
 AA3051  ___________________________________________________________________
 AA3051  X           -     349,539.488 (meters)                     COMP
 AA3051  Y           -  -5,267,700.951 (meters)                     COMP
 AA3051  Z           -   3,567,585.970 (meters)                     COMP
 AA3051  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA3051  ELLIP HEIGHT-         287.18  (meters)          (07/29/02) GPS OBS
 AA3051  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA3051
 AA3051  HORZ ORDER  -  FIRST
 AA3051  ELLP ORDER  -  FOURTH    CLASS I
 AA3051
 AA3051.The horizontal coordinates were established by GPS observations
 AA3051.and adjusted by the National Geodetic Survey in March 1995..
 AA3051
 AA3051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3051
 AA3051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3051
 AA3051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3051
 AA3051.The ellipsoidal height was determined by GPS observations
 AA3051.and is referenced to NAD 83.
 AA3051
 AA3051.The geoid height was determined by GEOID03.
 AA3051
 AA3051;                    North         East     Units Scale Factor Converg.
 AA3051;SPC AL E     -   413,503.223   165,877.739   MT  0.99997435   -0 12 30.0
 AA3051;UTM  16      - 3,787,770.549   573,340.879   MT  0.99966630   +0 26 52.6
 AA3051
 AA3051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3051!SPC AL E     -   0.99995492  x   0.99997435  =   0.99992927
 AA3051!UTM  16      -   0.99995492  x   0.99966630  =   0.99962124
 AA3051
 AA3051:                Primary Azimuth Mark                     Grid Az
 AA3051:SPC AL E     -  48 13                                    349 59 42.6
 AA3051:UTM  16      -  48 13                                    349 20 20.0
 AA3051
 AA3051|---------------------------------------------------------------------|
 AA3051| PID    Reference Object                     Distance      Geod. Az  |
 AA3051|                                                           dddmmss.s |
 AA3051| AA3052 48 13                               422.584 METERS 3494712.6 |
 AA3051|---------------------------------------------------------------------|
 AA3051
 AA3051                          SUPERSEDED SURVEY CONTROL
 AA3051
 AA3051  ELLIP H (03/30/95)  287.26   (m)                       GP(       ) 4 2
 AA3051  NGVD 29 (03/30/95)  316.2    (m)         1037.     (f) GPS OBS        
 AA3051
 AA3051.Superseded values are not recommended for survey control.
 AA3051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3051.See file dsdata.txt to determine how the superseded data were derived.
 AA3051
 AA3051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7334187771(NAD 83)
 AA3051_MARKER: DD = SURVEY DISK
 AA3051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3051_SP_SET: CONCRETE POST
 AA3051_STAMPING: 48-12 1993
 AA3051_MARK LOGO: ALHD  
 AA3051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3051+STABILITY: SURFACE MOTION
 AA3051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3051+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3051
 AA3051  HISTORY     - Date     Condition        Report By
 AA3051  HISTORY     - 1993     MONUMENTED       ALHD
 AA3051  HISTORY     - 20010626 MARK NOT FOUND   ALHD
 AA3051  HISTORY     - 20040331 MARK NOT FOUND   ALHD
 AA3051
 AA3051                          STATION DESCRIPTION
 AA3051
 AA3051'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3051'THE STATION IS IN MARSHALL COUNTY ON THE EAST RIGHT OF WAY OF A PAVED
 AA3051'COUNTY ROAD IN ALBERTVILLE. TO REACH THE STATION FROM THE JUNCTION OF
 AA3051'U.S. 431 AND AL 75 (MILEPOST 294.32 ON U.S. 431 AND MILEPOST 58.92 ON
 AA3051'AL 75) IN ALBERTVILLE, DRIVE SOUTHWEST ON AL 75 FOR 1.05 MI (1.69 KM)
 AA3051'TO MILEPOST 57.85 AND A FIVE WAY INTERSECTION AT A RED LIGHT. BEAR
 AA3051'LEFT ON BROAD STREET AND DRIVE SOUTH FOR 2.40 MI (3.86 KM) TO THE
 AA3051'STATION ON THE LEFT. THE STATION IS 2.4 FT (0.7 M) WEST OF A HOG WIRE
 AA3051'FENCE WITH TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 17.3 FT
 AA3051'(5.3 M) EAST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 104.5 FT
 AA3051'(31.9 M) NORTH OF THE SOUTHWEST FENCE CORNER OF THE HOG WIRE FENCE
 AA3051'WITH TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 106.0 FT (32.3
 AA3051'M) NORTH OF A POWER AND CABLE POLE WITH ONE TRANSFORMER, 124.7 FT
 AA3051'(38.0 M) NORTH OF THE CENTER OF A CONCRETE DRIVEWAY LEADING TO AN
 AA3051'OFF-WHITE TWO STORY HOUSE, 2.7 FT (0.8 M) WEST OF A CARSONITE WITNESS
 AA3051'POST AND SET FLUSH WITH THE GROUND. STATION 48-13 1993 MAY BE USED AS
 AA3051'AN AZIMUTH FOR THIS STATION.
 AA3051
 AA3051                          STATION RECOVERY (2001)
 AA3051
 AA3051'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA3051'A NEW HOUSE HAS BEEN BUILT AND THE LAWN GRADED - MARK PROBABLY
 AA3051'DESTROYED.
 AA3051
 AA3051                          STATION RECOVERY (2004)
 AA3051
 AA3051'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA3051'MEASUREMENTS PLACE THE MARK IN THE FRONT LAWN OF A NEW HOUSE -
 AA3051'CONSIDER THE MARK DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3052 ***********************************************************************
 AA3052  DESIGNATION -  48 13
 AA3052  PID         -  AA3052
 AA3052  STATE/COUNTY-  AL/MARSHALL
 AA3052  USGS QUAD   -  BOAZ (1983)
 AA3052
 AA3052                         *CURRENT SURVEY CONTROL
 AA3052  ___________________________________________________________________
 AA3052* NAD 83(1992)-  34 13 55.83046(N)    086 12 16.21464(W)     ADJUSTED  
 AA3052* NAVD 88     -       323.3    (meters)    1061.     (feet)  GPS OBS   
 AA3052  ___________________________________________________________________
 AA3052  X           -     349,449.618 (meters)                     COMP
 AA3052  Y           -  -5,267,478.301 (meters)                     COMP
 AA3052  Z           -   3,567,933.812 (meters)                     COMP
 AA3052  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA3052  ELLIP HEIGHT-         294.25  (meters)          (08/29/05) GPS OBS
 AA3052  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA3052
 AA3052  HORZ ORDER  -  A
 AA3052  ELLP ORDER  -  FOURTH    CLASS I
 AA3052
 AA3052.The horizontal coordinates were established by GPS observations
 AA3052.and adjusted by the National Geodetic Survey in August 2005..
 AA3052
 AA3052.The orthometric height was determined by GPS observations and a
 AA3052.high-resolution geoid model.
 AA3052
 AA3052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3052
 AA3052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3052
 AA3052.The ellipsoidal height was determined by GPS observations
 AA3052.and is referenced to NAD 83.
 AA3052
 AA3052.The geoid height was determined by GEOID03.
 AA3052
 AA3052;                    North         East     Units Scale Factor Converg.
 AA3052;SPC AL E     -   413,919.370   165,804.325   MT  0.99997441   -0 12 31.7
 AA3052;UTM  16      - 3,788,185.700   573,262.727   MT  0.99966616   +0 26 51.1
 AA3052
 AA3052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3052!SPC AL E     -   0.99995381  x   0.99997441  =   0.99992822
 AA3052!UTM  16      -   0.99995381  x   0.99966616  =   0.99961999
 AA3052
 AA3052:                Primary Azimuth Mark                     Grid Az
 AA3052:SPC AL E     -  48 12                                    169 59 42.7
 AA3052:UTM  16      -  48 12                                    169 20 19.9
 AA3052
 AA3052|---------------------------------------------------------------------|
 AA3052| PID    Reference Object                     Distance      Geod. Az  |
 AA3052|                                                           dddmmss.s |
 AA3052| AA3051 48 12                               422.584 METERS 1694711.0 |
 AA3052|---------------------------------------------------------------------|
 AA3052
 AA3052                          SUPERSEDED SURVEY CONTROL
 AA3052
 AA3052  ELLIP H (07/29/02)  294.20   (m)                       GP(       ) 4 1
 AA3052  NAD 83(1992)-  34 13 55.83070(N)    086 12 16.21512(W) AD(       ) 1
 AA3052  ELLIP H (03/30/95)  294.28   (m)                       GP(       ) 4 2
 AA3052  NGVD 29 (03/30/95)  323.3    (m)         1061.     (f) GPS OBS        
 AA3052
 AA3052.Superseded values are not recommended for survey control.
 AA3052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3052.See file dsdata.txt to determine how the superseded data were derived.
 AA3052
 AA3052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7326388186(NAD 83)
 AA3052_MARKER: DD = SURVEY DISK
 AA3052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3052_SP_SET: CONCRETE POST
 AA3052_STAMPING: 48-13 1993
 AA3052_MARK LOGO: ALHD  
 AA3052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3052+STABILITY: SURFACE MOTION
 AA3052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3052+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 AA3052
 AA3052  HISTORY     - Date     Condition        Report By
 AA3052  HISTORY     - 1993     MONUMENTED       ALHD
 AA3052  HISTORY     - 20010626 GOOD             ALHD
 AA3052  HISTORY     - 20040331 GOOD             ALHD
 AA3052  HISTORY     - 20040622 GOOD             LOCSUR
 AA3052
 AA3052                          STATION DESCRIPTION
 AA3052
 AA3052'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3052'THE STATION IS IN MARSHALL COUNTY ON THE EAST RIGHT OF WAY OF A PAVED
 AA3052'COUNTY ROAD IN ALBERTVILLE. TO REACH THE STATION FROM THE JUNCTION OF
 AA3052'U.S. 431 AND AL 75 (MILEPOST 294.32 ON U.S. 431 AND MILEPOST 58.92 ON
 AA3052'AL 75) IN ALBERTVILLE, DRIVE SOUTHWEST ON AL 75 FOR 1.05 MI (1.69 KM)
 AA3052'TO MILEPOST 57.85 AND A FIVE WAY INTERSECTION AT A TRAFFIC LIGHT. BEAR
 AA3052'LEFT ON BROAD STREET AND DRIVE SOUTH FOR 2.15 MI (3.46 KM) TO THE
 AA3052'STATION ON THE LEFT. THE STATION IS 2.8 FT (0.9 M) WEST OF A FOUR
 AA3052'STRAND BARBED WIRE FENCE ON RUSTY GREEN METAL POSTS WITH WHITE TOPS,
 AA3052'21.8 FT (6.6 M) EAST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 56.4
 AA3052'FT (17.2 M) EAST-SOUTHEAST OF A COMMUNITY WATCH SIGN ACROSS THE ROAD,
 AA3052'80.5 FT (24.5 M) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING
 AA3052'TO A BROWN WOOD FRAME HOUSE WITH A BROWN SHINGLE ROOF ACROSS THE ROAD,
 AA3052'88.7 FT (27.0 M) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A
 AA3052'DOUBLE METAL GATE, 96.5 FT (29.4 M) SOUTHEAST OF A JUNCTION POWER AND
 AA3052'CABLE POLE WITH ONE TRANSFORMER ACROSS THE ROAD, 101.0 FT (30.8 M)
 AA3052'SOUTH OF THE CENTER OF A DOUBLE METAL GATE LEADING INTO A FIELD, 117.6
 AA3052'FT (35.8 M) SOUTH OF A POWER POLE, 3.1 FT (0.9 M) WEST OF A CARSONITE
 AA3052'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 48-12 1993 MAY BE
 AA3052'USED AS AN AZIMUTH FOR THIS STATION.
 AA3052
 AA3052                          STATION RECOVERY (2001)
 AA3052
 AA3052'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA3052'RECOVERED IN GOOD CONDITION.
 AA3052
 AA3052                          STATION RECOVERY (2004)
 AA3052
 AA3052'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA3052'RECOVERED IN GOOD CONDITION.
 AA3052
 AA3052                          STATION RECOVERY (2004)
 AA3052
 AA3052'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (JJB)
 AA3052'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3053 ***********************************************************************
 AA3053  DESIGNATION -  48 14
 AA3053  PID         -  AA3053
 AA3053  STATE/COUNTY-  AL/MARSHALL
 AA3053  USGS QUAD   -  RODENTOWN (1983)
 AA3053
 AA3053                         *CURRENT SURVEY CONTROL
 AA3053  ___________________________________________________________________
 AA3053* NAD 83(1992)-  34 14 28.73243(N)    086 06 52.63552(W)     ADJUSTED  
 AA3053* NAVD 88     -       316.0    (meters)    1037.     (feet)  VERTCON   
 AA3053  ___________________________________________________________________
 AA3053  X           -     357,673.513 (meters)                     COMP
 AA3053  Y           -  -5,266,348.525 (meters)                     COMP
 AA3053  Z           -   3,568,767.895 (meters)                     COMP
 AA3053  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AA3053  ELLIP HEIGHT-         286.98  (meters)          (07/29/02) GPS OBS
 AA3053  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 AA3053
 AA3053  HORZ ORDER  -  FIRST
 AA3053  ELLP ORDER  -  FOURTH    CLASS I
 AA3053
 AA3053.The horizontal coordinates were established by GPS observations
 AA3053.and adjusted by the National Geodetic Survey in March 1995..
 AA3053
 AA3053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3053
 AA3053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3053
 AA3053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3053
 AA3053.The ellipsoidal height was determined by GPS observations
 AA3053.and is referenced to NAD 83.
 AA3053
 AA3053.The geoid height was determined by GEOID03.
 AA3053
 AA3053;                    North         East     Units Scale Factor Converg.
 AA3053;SPC AL E     -   414,906.617   174,088.014   MT  0.99996827   -0 09 29.8
 AA3053;UTM  16      - 3,789,267.460   581,532.103   MT  0.99968194   +0 29 53.6
 AA3053
 AA3053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3053!SPC AL E     -   0.99995495  x   0.99996827  =   0.99992322
 AA3053!UTM  16      -   0.99995495  x   0.99968194  =   0.99963691
 AA3053
 AA3053:                Primary Azimuth Mark                     Grid Az
 AA3053:SPC AL E     -  48 15                                    037 41 30.3
 AA3053:UTM  16      -  48 15                                    037 02 06.9
 AA3053
 AA3053|---------------------------------------------------------------------|
 AA3053| PID    Reference Object                     Distance      Geod. Az  |
 AA3053|                                                           dddmmss.s |
 AA3053| AA3054 48 15                               440.058 METERS 0373200.5 |
 AA3053|---------------------------------------------------------------------|
 AA3053
 AA3053                          SUPERSEDED SURVEY CONTROL
 AA3053
 AA3053  ELLIP H (03/30/95)  287.06   (m)                       GP(       ) 4 2
 AA3053  NGVD 29 (03/30/95)  316.0    (m)         1037.     (f) GPS OBS        
 AA3053
 AA3053.Superseded values are not recommended for survey control.
 AA3053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3053.See file dsdata.txt to determine how the superseded data were derived.
 AA3053
 AA3053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8153289267(NAD 83)
 AA3053_MARKER: DD = SURVEY DISK
 AA3053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3053_SP_SET: CONCRETE POST
 AA3053_STAMPING: 48-14 1993
 AA3053_MARK LOGO: ALHD  
 AA3053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3053+STABILITY: SURFACE MOTION
 AA3053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3053+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 AA3053
 AA3053  HISTORY     - Date     Condition        Report By
 AA3053  HISTORY     - 1993     MONUMENTED       ALHD
 AA3053  HISTORY     - 20010626 GOOD             ALHD
 AA3053
 AA3053                          STATION DESCRIPTION
 AA3053
 AA3053'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3053'THE STATION IS IN MARSHALL COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA3053'168 ABOUT 5.70 MI (9.17 KM) EAST OF ALBERTVILLE AND ABOUT 4.20 MI
 AA3053'(6.76 KM) NORTHEAST OF BOAZ. TO REACH THE STATION FROM THE JUNCTION OF
 AA3053'U.S. 431 AND AL 168 (MILEPOST 288.04 ON U.S.431 AND MILEPOST 10.97 ON
 AA3053'AL 168) IN BOAZ, DRIVE NORTHEAST ON AL 168 FOR 3.45 MI (5.55 KM) TO
 AA3053'MILEPOST 14.40 AND THE STATION ON THE RIGHT. THE STATION IS 43.4 FT
 AA3053'(13.2 M) SOUTHEAST OF THE CENTERLINE OF AL 168, 101.8 FT (31.0 M)
 AA3053'NORTH-NORTHWEST OF THE CENTER OF A PAVED COUNTY ROAD, 119.5 FT (36.4
 AA3053'M) SOUTH OF A GRAPHIC CROSSROADS SIGN ACROSS AL 168, 141.9 FT (43.3 M)
 AA3053'NORTHEAST OF A JUNCTION CABLE POLE WITH ONE GUY WIRE, 155.4 FT (47.4
 AA3053'M) NORTHEAST OF THE EAST POST OF A FOUR B WESTERN STORE AND TRAILER
 AA3053'COMPANY SIGN, 155.7 FT (47.5 M) NORTHEAST OF THE WEST POST OF A FOUR B
 AA3053'WESTERN STORE AND TRAILER COMPANY SIGN, 2.0 FT (0.6 M) NORTHWEST OF A
 AA3053'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 48-15
 AA3053'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3053
 AA3053                          STATION RECOVERY (2001)
 AA3053
 AA3053'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA3053'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3054 ***********************************************************************
 AA3054  DESIGNATION -  48 15
 AA3054  PID         -  AA3054
 AA3054  STATE/COUNTY-  AL/MARSHALL
 AA3054  USGS QUAD   -  RODENTOWN (1983)
 AA3054
 AA3054                         *CURRENT SURVEY CONTROL
 AA3054  ___________________________________________________________________
 AA3054* NAD 83(1992)-  34 14 40.05756(N)    086 06 42.15846(W)     ADJUSTED  
 AA3054* NAVD 88     -       316.4    (meters)    1038.     (feet)  VERTCON   
 AA3054  ___________________________________________________________________
 AA3054  X           -     357,927.718 (meters)                     COMP
 AA3054  Y           -  -5,266,134.746 (meters)                     COMP
 AA3054  Z           -   3,569,056.594 (meters)                     COMP
 AA3054  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AA3054  ELLIP HEIGHT-         287.36  (meters)          (07/29/02) GPS OBS
 AA3054  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AA3054
 AA3054  HORZ ORDER  -  FIRST
 AA3054  ELLP ORDER  -  FOURTH    CLASS I
 AA3054
 AA3054.The horizontal coordinates were established by GPS observations
 AA3054.and adjusted by the National Geodetic Survey in March 1995..
 AA3054
 AA3054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3054
 AA3054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3054
 AA3054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3054
 AA3054.The ellipsoidal height was determined by GPS observations
 AA3054.and is referenced to NAD 83.
 AA3054
 AA3054.The geoid height was determined by GEOID03.
 AA3054
 AA3054;                    North         East     Units Scale Factor Converg.
 AA3054;SPC AL E     -   415,254.829   174,357.062   MT  0.99996810   -0 09 23.9
 AA3054;UTM  16      - 3,789,618.632   581,797.068   MT  0.99968247   +0 29 59.6
 AA3054
 AA3054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3054!SPC AL E     -   0.99995489  x   0.99996810  =   0.99992299
 AA3054!UTM  16      -   0.99995489  x   0.99968247  =   0.99963738
 AA3054
 AA3054:                Primary Azimuth Mark                     Grid Az
 AA3054:SPC AL E     -  48 14                                    217 41 30.3
 AA3054:UTM  16      -  48 14                                    217 02 06.8
 AA3054
 AA3054|---------------------------------------------------------------------|
 AA3054| PID    Reference Object                     Distance      Geod. Az  |
 AA3054|                                                           dddmmss.s |
 AA3054| AA3053 48 14                               440.058 METERS 2173206.4 |
 AA3054|---------------------------------------------------------------------|
 AA3054
 AA3054                          SUPERSEDED SURVEY CONTROL
 AA3054
 AA3054  ELLIP H (03/30/95)  287.44   (m)                       GP(       ) 4 2
 AA3054  NGVD 29 (03/30/95)  316.4    (m)         1038.     (f) GPS OBS        
 AA3054
 AA3054.Superseded values are not recommended for survey control.
 AA3054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3054.See file dsdata.txt to determine how the superseded data were derived.
 AA3054
 AA3054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8179789619(NAD 83)
 AA3054_MARKER: DD = SURVEY DISK
 AA3054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3054_SP_SET: CONCRETE POST
 AA3054_STAMPING: 48-15 1993
 AA3054_MARK LOGO: ALHD  
 AA3054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3054+STABILITY: SURFACE MOTION
 AA3054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3054+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 AA3054
 AA3054  HISTORY     - Date     Condition        Report By
 AA3054  HISTORY     - 1993     MONUMENTED       ALHD
 AA3054  HISTORY     - 20010626 GOOD             ALHD
 AA3054
 AA3054                          STATION DESCRIPTION
 AA3054
 AA3054'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3054'THE STATION IS IN MARSHALL COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA3054'168 ABOUT 5.80 MI (9.33 KM) EAST OF ALBERTVILLE AND ABOUT 4.45 MI
 AA3054'(7.16 KM) NORTHEAST OF BOAZ. TO REACH THE STATION FROM THE JUNCTION OF
 AA3054'U.S. 431 AND AL 75 (MILEPOST 288.04 ON U.S. 431 AND MILEPOST 10.97 ON
 AA3054'AL 168) IN BOAZ, DRIVE NORTHEAST ON AL 168 FOR 3.75 MI (6.03 KM) TO
 AA3054'MILEPOST 14.70 AND THE STATION ON THE RIGHT. THE STATION IS 37.1 FT
 AA3054'(11.3 M) SOUTHEAST OF THE CENTERLINE OF AL 168, 49.2 FT (15.0 M)
 AA3054'NORTH-NORTHEAST OF THE NORTHEAST OF TWO FIVE-INCH CRAESOTE POSTS
 AA3054'PRETRUDING SIX FEET OUT OF THE GROUND, 55.3 FT (16.9 M)
 AA3054'NORTH-NORTHEAST OF THE SOUTHWEST OF TWO FIVE-INCH CRAESOTE POSTS
 AA3054'PRETRUDING SIX FEET OUT OF THE GROUND, 67.8 FT (20.7 M)
 AA3054'NORTH-NORTHEAST OF A STOP SIGN, 82.4 FT (25.1 M) NORTHEAST OF THE
 AA3054'CENTER OF A GRAVEL DRIVEWAY, 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE
 AA3054'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 48-14 1993 MAY BE
 AA3054'USED AS AN AZIMUTH FOR THIS STATION.
 AA3054
 AA3054                          STATION RECOVERY (2001)
 AA3054
 AA3054'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA3054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3055 ***********************************************************************
 AA3055  DESIGNATION -  48 16
 AA3055  PID         -  AA3055
 AA3055  STATE/COUNTY-  AL/MARSHALL
 AA3055  USGS QUAD   -  HULACO (1976)
 AA3055
 AA3055                         *CURRENT SURVEY CONTROL
 AA3055  ___________________________________________________________________
 AA3055* NAD 83(1992)-  34 19 40.53226(N)    086 30 11.98301(W)     ADJUSTED  
 AA3055* NAVD 88     -       324.3    (meters)    1064.     (feet)  VERTCON   
 AA3055  ___________________________________________________________________
 AA3055  X           -     321,607.777 (meters)                     COMP
 AA3055  Y           -  -5,263,258.658 (meters)                     COMP
 AA3055  Z           -   3,576,711.242 (meters)                     COMP
 AA3055  LAPLACE CORR-          -2.67  (seconds)                    DEFLEC99
 AA3055  ELLIP HEIGHT-         295.41  (meters)          (07/29/02) GPS OBS
 AA3055  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA3055
 AA3055  HORZ ORDER  -  FIRST
 AA3055  ELLP ORDER  -  FOURTH    CLASS I
 AA3055
 AA3055.The horizontal coordinates were established by GPS observations
 AA3055.and adjusted by the National Geodetic Survey in March 1995..
 AA3055
 AA3055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3055
 AA3055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3055
 AA3055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3055
 AA3055.The ellipsoidal height was determined by GPS observations
 AA3055.and is referenced to NAD 83.
 AA3055
 AA3055.The geoid height was determined by GEOID03.
 AA3055
 AA3055;                    North         East     Units Scale Factor Converg.
 AA3055;SPC AL E     -   424,681.294   138,343.445   MT  1.00000684   -0 22 40.2
 AA3055;UTM  16      - 3,798,628.371   545,689.734   MT  0.99962573   +0 16 48.3
 AA3055
 AA3055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3055!SPC AL E     -   0.99995363  x   1.00000684  =   0.99996047
 AA3055!UTM  16      -   0.99995363  x   0.99962573  =   0.99957938
 AA3055
 AA3055:                Primary Azimuth Mark                     Grid Az
 AA3055:SPC AL E     -  48 17                                    358 34 41.0
 AA3055:UTM  16      -  48 17                                    357 55 12.5
 AA3055
 AA3055|---------------------------------------------------------------------|
 AA3055| PID    Reference Object                     Distance      Geod. Az  |
 AA3055|                                                           dddmmss.s |
 AA3055| AA3056 48 17                               488.700 METERS 3581200.8 |
 AA3055|---------------------------------------------------------------------|
 AA3055
 AA3055                          SUPERSEDED SURVEY CONTROL
 AA3055
 AA3055  ELLIP H (03/30/95)  295.49   (m)                       GP(       ) 4 2
 AA3055  NGVD 29 (03/30/95)  324.2    (m)         1064.     (f) GPS OBS        
 AA3055
 AA3055.Superseded values are not recommended for survey control.
 AA3055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3055.See file dsdata.txt to determine how the superseded data were derived.
 AA3055
 AA3055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4569098628(NAD 83)
 AA3055_MARKER: DD = SURVEY DISK
 AA3055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3055_SP_SET: CONCRETE POST
 AA3055_STAMPING: 48-16 1993
 AA3055_MARK LOGO: ALHD  
 AA3055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3055+STABILITY: SURFACE MOTION
 AA3055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3055+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3055
 AA3055  HISTORY     - Date     Condition        Report By
 AA3055  HISTORY     - 1993     MONUMENTED       ALHD
 AA3055
 AA3055                          STATION DESCRIPTION
 AA3055
 AA3055'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3055'THE STATION IS IN MARSHALL COUNTY ON THE WEST RIGHT OF WAY OF U.S. 231
 AA3055'IN ARAB. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND AL 69
 AA3055'(MILEPOST 287.04 ON U.S. 231 AND MILEPOST 265.34 ON AL 69) IN ARAB,
 AA3055'DRIVE NORTH ON U.S. 231 FOR 0.90 MI (1.45 KM) TO MILEPOST 287.95 AND
 AA3055'THE STATION ON THE LEFT. THE STATION IS 49.3 FT (15.0 M) WEST OF THE
 AA3055'CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 231, 103.0 FT (31.4 M)
 AA3055'SOUTH-SOUTHEAST OF A POWER AND CABLE POLE WITH ONE TRANSFORMER, 115.4
 AA3055'FT (35.2 M) NORTH OF A POWER AND CABLE POLE WITH ONE STABILIZER POLE,
 AA3055'119.0 FT (36.3 M) SOUTH-SOUTHEAST OF THE EAST POST OF A TEXACO EXPRESS
 AA3055'LUBE SIGN, 121.5 FT (37.0 M) SOUTH-SOUTHEAST OF THE WEST POST OF A
 AA3055'TEXACO EXPRESS LUBE SIGN, 149.0 FT (45.4 M) SOUTH OF THE CENTER OF A
 AA3055'PAVED DRIVEWAY LEADING TO TEXACO EXPRESS LUBE, 154.3 FT (47.0 M) NORTH
 AA3055'OF THE EAST POST OF AN ADVANCE AUTO PARTS SIGN, 155.5 FT (47.4 M)
 AA3055'NORTH OF THE WEST POST OF AN ADVANCE AUTO PARTS SIGN, 2.0 FT (0.6 M)
 AA3055'EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3055'STATION 48-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3056 ***********************************************************************
 AA3056  DESIGNATION -  48 17
 AA3056  PID         -  AA3056
 AA3056  STATE/COUNTY-  AL/MARSHALL
 AA3056  USGS QUAD   -  HULACO (1976)
 AA3056
 AA3056                         *CURRENT SURVEY CONTROL
 AA3056  ___________________________________________________________________
 AA3056* NAD 83(1992)-  34 19 56.38440(N)    086 30 12.58345(W)     ADJUSTED  
 AA3056* NAVD 88     -       319.0    (meters)    1047.     (feet)  VERTCON   
 AA3056  ___________________________________________________________________
 AA3056  X           -     321,575.388 (meters)                     COMP
 AA3056  Y           -  -5,262,980.262 (meters)                     COMP
 AA3056  Z           -   3,577,111.647 (meters)                     COMP
 AA3056  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 AA3056  ELLIP HEIGHT-         290.12  (meters)          (07/29/02) GPS OBS
 AA3056  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA3056
 AA3056  HORZ ORDER  -  FIRST
 AA3056  ELLP ORDER  -  FOURTH    CLASS I
 AA3056
 AA3056.The horizontal coordinates were established by GPS observations
 AA3056.and adjusted by the National Geodetic Survey in March 1995..
 AA3056
 AA3056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3056
 AA3056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3056
 AA3056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3056
 AA3056.The ellipsoidal height was determined by GPS observations
 AA3056.and is referenced to NAD 83.
 AA3056
 AA3056.The geoid height was determined by GEOID03.
 AA3056
 AA3056;                    North         East     Units Scale Factor Converg.
 AA3056;SPC AL E     -   425,169.847   138,331.318   MT  1.00000686   -0 22 40.7
 AA3056;UTM  16      - 3,799,116.566   545,672.005   MT  0.99962571   +0 16 48.1
 AA3056
 AA3056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3056!SPC AL E     -   0.99995446  x   1.00000686  =   0.99996132
 AA3056!UTM  16      -   0.99995446  x   0.99962571  =   0.99958019
 AA3056
 AA3056:                Primary Azimuth Mark                     Grid Az
 AA3056:SPC AL E     -  48 16                                    178 34 41.2
 AA3056:UTM  16      -  48 16                                    177 55 12.4
 AA3056
 AA3056|---------------------------------------------------------------------|
 AA3056| PID    Reference Object                     Distance      Geod. Az  |
 AA3056|                                                           dddmmss.s |
 AA3056| AA3055 48 16                               488.700 METERS 1781200.5 |
 AA3056|---------------------------------------------------------------------|
 AA3056
 AA3056                          SUPERSEDED SURVEY CONTROL
 AA3056
 AA3056  ELLIP H (03/30/95)  290.20   (m)                       GP(       ) 4 2
 AA3056  NGVD 29 (03/30/95)  318.9    (m)         1046.     (f) GPS OBS        
 AA3056
 AA3056.Superseded values are not recommended for survey control.
 AA3056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3056.See file dsdata.txt to determine how the superseded data were derived.
 AA3056
 AA3056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4567299117(NAD 83)
 AA3056_MARKER: DD = SURVEY DISK
 AA3056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3056_SP_SET: CONCRETE POST
 AA3056_STAMPING: 48-17 1993
 AA3056_MARK LOGO: ALHD  
 AA3056_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3056+STABILITY: SURFACE MOTION
 AA3056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3056+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3056
 AA3056  HISTORY     - Date     Condition        Report By
 AA3056  HISTORY     - 1993     MONUMENTED       ALHD
 AA3056
 AA3056                          STATION DESCRIPTION
 AA3056
 AA3056'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3056'THE STATION IS IN MARSHALL COUNTY ON THE WEST RIGHT OF WAY OF U.S. 231
 AA3056'IN ARAB. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND AL 69
 AA3056'(MILEPOST 287.04 ON U.S. 231 AND MILEPOST 265.34 ON AL 69) IN ARAB,
 AA3056'DRIVE NORTH ON U.S. 231 FOR 1.25 MI (2.01 KM) TO MILEPOST 288.30 AND
 AA3056'THE STATION ON THE LEFT. THE STATION IS 40.9 FT (12.5 M) WEST OF THE
 AA3056'CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 231, 49.0 FT (14.9 M)
 AA3056'SOUTHEAST OF A JUNCTION POWER AND CABLE POLE WITH ONE GUY WIRE AND ONE
 AA3056'TRANSFORMER, 71.6 FT (21.8 M) NORTHEAST OF AN ALFA INSURANCE SIGN,
 AA3056'76.3 FT (23.3 M) SOUTH OF THE CENTER OF A PAVED DRIVEWAY LEADING TO AN
 AA3056'ABANDONED BUILDING, 82.4 FT (25.1 M) EAST OF THE SOUTHEAST CORNER OF A
 AA3056'SNO BIZ SHAVE ICE BUILDING, 85.4 FT (26.0 M) EAST OF THE NORTHEAST
 AA3056'CORNER OF A SNO BIZ SHAVE ICE BUILDING, 87.3 FT (26.6 M) NORTH OF THE
 AA3056'CENTER OF A PAVED DRIVEWAY LEADING TO A SMALL SHOPPING CENTER AND ALFA
 AA3056'INSURANCE COMPANY, 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND
 AA3056'SET FLUSH WITH THE GROUND. STATION 48-16 1993 MAY BE USED AS AN
 AA3056'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3057 ***********************************************************************
 AA3057  DESIGNATION -  48 18
 AA3057  PID         -  AA3057
 AA3057  STATE/COUNTY-  AL/MARSHALL
 AA3057  USGS QUAD   -  ARAB (1973)
 AA3057
 AA3057                         *CURRENT SURVEY CONTROL
 AA3057  ___________________________________________________________________
 AA3057* NAD 83(1992)-  34 20 06.05372(N)    086 25 26.40893(W)     ADJUSTED  
 AA3057* NAVD 88     -       307.3    (meters)    1008.     (feet)  VERTCON   
 AA3057  ___________________________________________________________________
 AA3057  X           -     328,865.916 (meters)                     COMP
 AA3057  Y           -  -5,262,351.614 (meters)                     COMP
 AA3057  Z           -   3,577,351.053 (meters)                     COMP
 AA3057  LAPLACE CORR-          -3.20  (seconds)                    DEFLEC99
 AA3057  ELLIP HEIGHT-         278.35  (meters)          (07/29/02) GPS OBS
 AA3057  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA3057
 AA3057  HORZ ORDER  -  FIRST
 AA3057  ELLP ORDER  -  FOURTH    CLASS I
 AA3057
 AA3057.The horizontal coordinates were established by GPS observations
 AA3057.and adjusted by the National Geodetic Survey in March 1995..
 AA3057
 AA3057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3057
 AA3057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3057
 AA3057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3057
 AA3057.The ellipsoidal height was determined by GPS observations
 AA3057.and is referenced to NAD 83.
 AA3057
 AA3057.The geoid height was determined by GEOID03.
 AA3057
 AA3057;                    North         East     Units Scale Factor Converg.
 AA3057;SPC AL E     -   425,422.390   145,648.135   MT  0.99999640   -0 19 59.4
 AA3057;UTM  16      - 3,799,452.998   552,982.721   MT  0.99963460   +0 19 29.6
 AA3057
 AA3057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3057!SPC AL E     -   0.99995631  x   0.99999640  =   0.99995271
 AA3057!UTM  16      -   0.99995631  x   0.99963460  =   0.99959092
 AA3057
 AA3057:                Primary Azimuth Mark                     Grid Az
 AA3057:SPC AL E     -  48 19                                    359 00 47.4
 AA3057:UTM  16      -  48 19                                    358 21 18.4
 AA3057
 AA3057|---------------------------------------------------------------------|
 AA3057| PID    Reference Object                     Distance      Geod. Az  |
 AA3057|                                                           dddmmss.s |
 AA3057| AA3058 48 19                               407.222 METERS 3584048.0 |
 AA3057|---------------------------------------------------------------------|
 AA3057
 AA3057                          SUPERSEDED SURVEY CONTROL
 AA3057
 AA3057  ELLIP H (03/30/95)  278.43   (m)                       GP(       ) 4 2
 AA3057  NGVD 29 (03/30/95)  307.3    (m)         1008.     (f) GPS OBS        
 AA3057
 AA3057.Superseded values are not recommended for survey control.
 AA3057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3057.See file dsdata.txt to determine how the superseded data were derived.
 AA3057
 AA3057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5298399453(NAD 83)
 AA3057_MARKER: DD = SURVEY DISK
 AA3057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3057_SP_SET: CONCRETE POST
 AA3057_STAMPING: 48-18 1993
 AA3057_MARK LOGO: ALHD  
 AA3057_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3057+STABILITY: SURFACE MOTION
 AA3057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3057+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3057
 AA3057  HISTORY     - Date     Condition        Report By
 AA3057  HISTORY     - 1993     MONUMENTED       ALHD
 AA3057
 AA3057                          STATION DESCRIPTION
 AA3057
 AA3057'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3057'THE STATION IS IN MARSHALL COUNTY ON THE EAST RIGHT OF WAY OF MARSHALL
 AA3057'COUNTY ROAD 50 ABOUT 4.20 MI (6.76 KM) EAST OF ARAB AND ABOUT 6.90 MI
 AA3057'(11.10 KM) WEST OF GUNTERSVILLE. TO REACH THE STATION FROM THE
 AA3057'JUNCTION OF U.S. 431 SOUTH AND AL 69 SOUTH (MILEPOST 303.40 ON U.S.
 AA3057'431 SOUTH AND MILEPOST 278.53 ON AL 69)IN GUNTERSVILLE, DRIVE WEST ON
 AA3057'AL 69 SOUTH FOR 7.35 MI (11.83 KM) TO MILEPOST 271.20 AND MARSHALL
 AA3057'COUNTY ROAD 50 LEFT AND RIGHT. TURN LEFT ON MARSHALL COUNTY ROAD 50
 AA3057'AND DRIVE SOUTH FOR 1.85 MI (2.98 KM) TO THE STATION ON THE LEFT. THE
 AA3057'STATION IS 33.5 FT (10.2 M) EAST OF THE CENTER OF MARSHALL COUNTY ROAD
 AA3057'50, 61.5 FT (18.7 M) WEST OF THE NORTHWEST CORNER OF A BROWN BLOCK
 AA3057'BUILDING, 68.7 FT (20.9 M) NORTHWEST OF THE SOUTHWEST CORNER OF A
 AA3057'BROWN BLOCK BUILDING, 92.0 FT (28.0 M) SOUTHWEST OF A POWER AND CABLE
 AA3057'POLE, 99.0 FT (30.2 M) NORTH-NORTHWEST OF A SECURITY LIGHT POLE, 102.6
 AA3057'FT (31.3 M) NORTHWEST OF THE WEST POST OF A METAL GATE LEADING INTO A
 AA3057'PASTURE, 104.0 FT (31.7 M) NORTH OF THE CENTER OF THE SOUTH GRAVEL
 AA3057'DRIVEWAY LEADING TO A BROWN BLOCK BUILDING, 107.0 FT (32.6 M)
 AA3057'NORTHWEST OF THE EAST POST OF A METAL GATE LEADING INTO A PASTURE,
 AA3057'110.4 FT (33.6 M) NORTHWEST OF A BASKETBALL GOAL POLE, 1.6 FT (0.5 M)
 AA3057'WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3057'STATION 48-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3058 ***********************************************************************
 AA3058  DESIGNATION -  48 19
 AA3058  PID         -  AA3058
 AA3058  STATE/COUNTY-  AL/MARSHALL
 AA3058  USGS QUAD   -  ARAB (1973)
 AA3058
 AA3058                         *CURRENT SURVEY CONTROL
 AA3058  ___________________________________________________________________
 AA3058* NAD 83(1992)-  34 20 19.26592(N)    086 25 26.77594(W)     ADJUSTED  
 AA3058* NAVD 88     -       314.1    (meters)    1031.     (feet)  VERTCON   
 AA3058  ___________________________________________________________________
 AA3058  X           -     328,842.579 (meters)                     COMP
 AA3058  Y           -  -5,262,128.580 (meters)                     COMP
 AA3058  Z           -   3,577,691.055 (meters)                     COMP
 AA3058  LAPLACE CORR-          -3.13  (seconds)                    DEFLEC99
 AA3058  ELLIP HEIGHT-         285.12  (meters)          (07/29/02) GPS OBS
 AA3058  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA3058
 AA3058  HORZ ORDER  -  FIRST
 AA3058  ELLP ORDER  -  FOURTH    CLASS I
 AA3058
 AA3058.The horizontal coordinates were established by GPS observations
 AA3058.and adjusted by the National Geodetic Survey in March 1995..
 AA3058
 AA3058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3058
 AA3058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3058
 AA3058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3058
 AA3058.The ellipsoidal height was determined by GPS observations
 AA3058.and is referenced to NAD 83.
 AA3058
 AA3058.The geoid height was determined by GEOID03.
 AA3058
 AA3058;                    North         East     Units Scale Factor Converg.
 AA3058;SPC AL E     -   425,829.550   145,641.121   MT  0.99999641   -0 19 59.7
 AA3058;UTM  16      - 3,799,859.903   552,971.036   MT  0.99963459   +0 19 29.5
 AA3058
 AA3058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3058!SPC AL E     -   0.99995524  x   0.99999641  =   0.99995165
 AA3058!UTM  16      -   0.99995524  x   0.99963459  =   0.99958985
 AA3058
 AA3058:                Primary Azimuth Mark                     Grid Az
 AA3058:SPC AL E     -  48 18                                    179 00 47.5
 AA3058:UTM  16      -  48 18                                    178 21 18.3
 AA3058
 AA3058|---------------------------------------------------------------------|
 AA3058| PID    Reference Object                     Distance      Geod. Az  |
 AA3058|                                                           dddmmss.s |
 AA3058| AA3057 48 18                               407.222 METERS 1784047.8 |
 AA3058|---------------------------------------------------------------------|
 AA3058
 AA3058                          SUPERSEDED SURVEY CONTROL
 AA3058
 AA3058  ELLIP H (03/30/95)  285.20   (m)                       GP(       ) 4 2
 AA3058  NGVD 29 (03/30/95)  314.1    (m)         1031.     (f) GPS OBS        
 AA3058
 AA3058.Superseded values are not recommended for survey control.
 AA3058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3058.See file dsdata.txt to determine how the superseded data were derived.
 AA3058
 AA3058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5297199860(NAD 83)
 AA3058_MARKER: DD = SURVEY DISK
 AA3058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3058_SP_SET: CONCRETE POST
 AA3058_STAMPING: 48-19 1993
 AA3058_MARK LOGO: ALHD  
 AA3058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3058+STABILITY: SURFACE MOTION
 AA3058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3058+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3058
 AA3058  HISTORY     - Date     Condition        Report By
 AA3058  HISTORY     - 1993     MONUMENTED       ALHD
 AA3058
 AA3058                          STATION DESCRIPTION
 AA3058
 AA3058'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3058'THE STATION IS IN MARSHALL COUNTY ON THE WEST RIGHT OF WAY OF MARSHALL
 AA3058'COUNTY ROAD 50 ABOUT 4.30 MI (6.92 KM) EAST OF ARAB AND ABOUT 6.95 MI
 AA3058'(11.18 KM) WEST OF GUNTERSVILLE. TO REACH THE STATION FROM THE
 AA3058'JUNCTION OF U.S. 431 SOUTH AND AL 69 SOUTH (MILEPOST 303.40 ON U.S.
 AA3058'431 AND MILEPOST 278.53 ON AL 69) IN GUNTERSVILLE, DRIVE WEST ON AL 69
 AA3058'SOUTH FOR 7.35 MI (11.83 KM) TO MILEPOST 271.20 AND MARSHALL COUNTY
 AA3058'ROAD 50 LEFT AND RIGHT. TURN LEFT ON MARSHALL COUNTY ROAD 50 AND DRIVE
 AA3058'SOUTH FOR 1.60 MI (2.57 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA3058'IS 2.3 FT (0.7 M) EAST OF A FIVE STRAND BARBED WIRE FENCE ON GREEN
 AA3058'METAL POSTS WITH WHITE TOPS, 23.5 FT (7.2 M) WEST OF THE CENTER OF
 AA3058'MARSHALL COUNTY ROAD 50, 94.0 FT (28.7 M) NORTH OF A POWER AND CABLE
 AA3058'POLE, 166.0 FT (50.6 M) NORTH-NORTHWEST OF A CABLE POLE ACROSS THE
 AA3058'ROAD, 167.1 FT (50.9 M) NORTH OF A BLACK METAL MAILBOX ON A FOUR-INCH
 AA3058'METAL POST (5443), 2.6 FT (0.8 M) EAST OF A CARSONITE WITNESS POST AND
 AA3058'SET FLUSH WITH THE GROUND. STATION 48-18 1993 MAY BE USED AS AN
 AA3058'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1739 ***********************************************************************
 EF1739  DESIGNATION -  48 2
 EF1739  PID         -  EF1739
 EF1739  STATE/COUNTY-  AL/MARSHALL
 EF1739  USGS QUAD   -  GUNTERSVILLE DAM (1970)
 EF1739
 EF1739                         *CURRENT SURVEY CONTROL
 EF1739  ___________________________________________________________________
 EF1739* NAD 83(1992)-  34 25 09.08334(N)    086 26 37.50980(W)     ADJUSTED  
 EF1739* NAVD 88     -       324.2    (meters)    1064.     (feet)  VERTCON   
 EF1739  ___________________________________________________________________
 EF1739  X           -     326,725.751 (meters)                     COMP
 EF1739  Y           -  -5,257,216.267 (meters)                     COMP
 EF1739  Z           -   3,585,067.539 (meters)                     COMP
 EF1739  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 EF1739  ELLIP HEIGHT-         295.30  (meters)          (07/29/02) GPS OBS
 EF1739  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EF1739
 EF1739  HORZ ORDER  -  FIRST
 EF1739  ELLP ORDER  -  FOURTH    CLASS I
 EF1739
 EF1739.The horizontal coordinates were established by GPS observations
 EF1739.and adjusted by the National Geodetic Survey in December 1992..
 EF1739
 EF1739.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1739
 EF1739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1739
 EF1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1739
 EF1739.The ellipsoidal height was determined by GPS observations
 EF1739.and is referenced to NAD 83.
 EF1739
 EF1739.The geoid height was determined by GEOID03.
 EF1739
 EF1739;                    North         East     Units Scale Factor Converg.
 EF1739;SPC AL E     -   434,770.410   143,886.914   MT  0.99999880   -0 20 42.2
 EF1739;UTM  16      - 3,808,776.754   551,114.821   MT  0.99963220   +0 18 51.9
 EF1739
 EF1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1739!SPC AL E     -   0.99995365  x   0.99999880  =   0.99995245
 EF1739!UTM  16      -   0.99995365  x   0.99963220  =   0.99958586
 EF1739
 EF1739:                Primary Azimuth Mark                     Grid Az
 EF1739:SPC AL E     -  48 1                                     270 51 06.1
 EF1739:UTM  16      -  48 1                                     270 11 32.0
 EF1739
 EF1739|---------------------------------------------------------------------|
 EF1739| PID    Reference Object                     Distance      Geod. Az  |
 EF1739|                                                           dddmmss.s |
 EF1739| EF1738 48 1                                483.290 METERS 2703023.9 |
 EF1739|---------------------------------------------------------------------|
 EF1739
 EF1739                          SUPERSEDED SURVEY CONTROL
 EF1739
 EF1739  ELLIP H (12/04/92)  295.36   (m)                       GP(       ) 4 1
 EF1739  NAD 83(1992)-  34 25 09.09151(N)    086 26 37.49845(W) AD(       ) 1
 EF1739  NGVD 29 (12/04/92)  324.2    (m)         1064.     (f) GPS OBS        
 EF1739
 EF1739.Superseded values are not recommended for survey control.
 EF1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1739.See file dsdata.txt to determine how the superseded data were derived.
 EF1739
 EF1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5111508777(NAD 83)
 EF1739_MARKER: DD = SURVEY DISK
 EF1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1739_SP_SET: CONCRETE POST
 EF1739_STAMPING: 48 - 2 1990
 EF1739_MARK LOGO: ALHD  
 EF1739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1739+STABILITY: SURFACE MOTION
 EF1739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1739+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 EF1739
 EF1739  HISTORY     - Date     Condition        Report By
 EF1739  HISTORY     - 1990     MONUMENTED       ALHD
 EF1739  HISTORY     - 19910213 GOOD
 EF1739
 EF1739                          STATION DESCRIPTION
 EF1739
 EF1739'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1739'THE STATION IS LOCATED IN MARSHALL COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1739'A PAVED COUNTY ROAD, ABOUT 12.15 KM (7.55 MI) NORTH - NORTHEAST OF
 EF1739'ARAB AND ABOUT 15.05 KM (9.35 MI) NORTHWEST OF GUNTERSVILLE.
 EF1739'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 SOUTH, ALA 79
 EF1739'SOUTH, AND ALA 69 SOUTH IN GUNTERSVILLE, DRIVE WEST ON ALA 69 9.90 KM
 EF1739'(6.15 MI) TO A PAVED COUNTY ROAD RIGHT, TURN RIGHT ON THE PAVED
 EF1739'COUNTY ROAD AND DRIVE NORTHWEST 6.36 KM (3.95 MI) TO A PAVED CROSS
 EF1739'ROAD AT UNION GROVE, TURN RIGHT ON A PAVED COUNTY ROAD AND DRIVE
 EF1739'NORTH 1.93 KM (1.20 MI) TO A PAVED CROSS ROAD, TURN RIGHT ON A PAVED
 EF1739'COUNTY ROAD AND DRIVE EAST 0.56 KM (0.35 MI) TO THE STATION ON THE
 EF1739'RIGHT.
 EF1739'THE STATION IS 1.07 M (3.51 FT) EAST - NORTHEAST OF THE WEST ONE OF
 EF1739'TWO WOOD FENCE POSTS ON TOP OF A LOW HILL, 5.33 M (17.49 FT) SOUTH OF
 EF1739'THE CENTER OF THE EAST - WEST PAVED ROAD, 6.55 M (21.49 FT) WEST OF
 EF1739'THE EAST ONE OF TWO WOOD FENCE POSTS ON TOP OF A LOW HILL, 1.16 M
 EF1739'(3.81 FT) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1739'GROUND.
 EF1739'STATION 48 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1739
 EF1739                          STATION RECOVERY (1991)
 EF1739
 EF1739'RECOVERED 1991
 EF1739'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3059 ***********************************************************************
 AA3059  DESIGNATION -  48 20
 AA3059  PID         -  AA3059
 AA3059  STATE/COUNTY-  AL/MARSHALL
 AA3059  USGS QUAD   -  GUNTERSVILLE (1983)
 AA3059
 AA3059                         *CURRENT SURVEY CONTROL
 AA3059  ___________________________________________________________________
 AA3059* NAD 83(1992)-  34 19 08.40137(N)    086 18 39.20881(W)     ADJUSTED  
 AA3059* NAVD 88     -       194.2    (meters)     637.     (feet)  VERTCON   
 AA3059  ___________________________________________________________________
 AA3059  X           -     339,312.445 (meters)                     COMP
 AA3059  Y           -  -5,262,598.545 (meters)                     COMP
 AA3059  Z           -   3,575,820.086 (meters)                     COMP
 AA3059  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AA3059  ELLIP HEIGHT-         165.12  (meters)          (07/29/02) GPS OBS
 AA3059  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA3059
 AA3059  HORZ ORDER  -  FIRST
 AA3059  ELLP ORDER  -  FOURTH    CLASS I
 AA3059
 AA3059.The horizontal coordinates were established by GPS observations
 AA3059.and adjusted by the National Geodetic Survey in March 1995..
 AA3059
 AA3059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3059
 AA3059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3059
 AA3059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3059
 AA3059.The ellipsoidal height was determined by GPS observations
 AA3059.and is referenced to NAD 83.
 AA3059
 AA3059.The geoid height was determined by GEOID03.
 AA3059
 AA3059;                    North         East     Units Scale Factor Converg.
 AA3059;SPC AL E     -   423,591.245   156,048.082   MT  0.99998380   -0 16 09.3
 AA3059;UTM  16      - 3,797,741.987   563,399.383   MT  0.99964954   +0 23 18.7
 AA3059
 AA3059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3059!SPC AL E     -   0.99997408  x   0.99998380  =   0.99995788
 AA3059!UTM  16      -   0.99997408  x   0.99964954  =   0.99962363
 AA3059
 AA3059:                Primary Azimuth Mark                     Grid Az
 AA3059:SPC AL E     -  48 21                                    334 29 43.4
 AA3059:UTM  16      -  48 21                                    333 50 15.4
 AA3059
 AA3059|---------------------------------------------------------------------|
 AA3059| PID    Reference Object                     Distance      Geod. Az  |
 AA3059|                                                           dddmmss.s |
 AA3059| AA3060 48 21                               424.678 METERS 3341334.1 |
 AA3059|---------------------------------------------------------------------|
 AA3059
 AA3059                          SUPERSEDED SURVEY CONTROL
 AA3059
 AA3059  ELLIP H (03/30/95)  165.20   (m)                       GP(       ) 4 2
 AA3059  NGVD 29 (03/30/95)  194.2    (m)          637.     (f) GPS OBS        
 AA3059
 AA3059.Superseded values are not recommended for survey control.
 AA3059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3059.See file dsdata.txt to determine how the superseded data were derived.
 AA3059
 AA3059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6339997742(NAD 83)
 AA3059_MARKER: DD = SURVEY DISK
 AA3059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3059_SP_SET: CONCRETE POST
 AA3059_STAMPING: 48-20 1993
 AA3059_MARK LOGO: ALHD  
 AA3059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3059+STABILITY: SURFACE MOTION
 AA3059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3059+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 AA3059
 AA3059  HISTORY     - Date     Condition        Report By
 AA3059  HISTORY     - 1993     MONUMENTED       ALHD
 AA3059  HISTORY     - 20010626 GOOD             ALHD
 AA3059  HISTORY     - 20060625 GOOD             GEOCAC
 AA3059
 AA3059                          STATION DESCRIPTION
 AA3059
 AA3059'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3059'THE STATION IS IN MARSHALL COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA3059'U.S. 431 IN GUNTERSVILLE. TO REACH THE STATION FROM THE JUNCTION OF
 AA3059'U.S. 431 AND AL 79 SOUTH (MILEPOST 302.25 ON U.S. 431 AND MILEPOST
 AA3059'66.19 ON AL 79) IN GUNTERSVILLE, DRIVE SOUTH ON U.S. 431 FOR 1.15 MI
 AA3059'(1.85 KM) TO MILEPOST 301.10 AND THE STATION 0N THE LEFT. THE STATION
 AA3059'IS 17.2 FT (5.2 M) WEST-SOUTHWEST OF THE CENTER OF A PAVED SERVICE
 AA3059'ROAD, 43.9 FT (13.4 M) EAST-NORTHEAST OF THE CENTERLINE OF THE NORTH
 AA3059'BOUND LANES OF U.S. 431, 74.2 FT (22.6 M) WEST-NORTHWEST OF THE
 AA3059'SOUTHWEST POST OF A STRICKLAND MARINE AND HEADSHAPERS STYLING SALON
 AA3059'SIGN, 77.0 FT (23.5 M) SOUTHWEST OF THE SOUTHWEST CORNER OF SZCHUAN
 AA3059'RESTAURANT, 79.2 FT (24.1 M) WEST-NORTHWEST OF THE NORTHEAST POST OF A
 AA3059'STRICKLAND MARINE AND HEADSHAPERS STYLING SALON SIGN, 87.8 FT (26.8 M)
 AA3059'SOUTHEAST OF A GRAPHIC TRAFFIC LIGHT SIGN, 94.3 FT (28.7 M) SOUTH OF
 AA3059'THE SOUTHWEST POST OF A SZECHUAN RESTAURANT SIGN, 101.0 FT (30.8 M)
 AA3059'SOUTH OF THE NORTHEAST POST OF A SZECHUAN RESTAURANT SIGN, 1.8 FT (0.5
 AA3059'M) SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA3059'GROUND. STATION 48-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3059
 AA3059                          STATION RECOVERY (2001)
 AA3059
 AA3059'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA3059'RECOVERED IN GOOD CONDITION.
 AA3059
 AA3059                          STATION RECOVERY (2006)
 AA3059
 AA3059'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA3059'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3060 ***********************************************************************
 AA3060  DESIGNATION -  48 21
 AA3060  PID         -  AA3060
 AA3060  STATE/COUNTY-  AL/MARSHALL
 AA3060  USGS QUAD   -  GUNTERSVILLE (1983)
 AA3060
 AA3060                         *CURRENT SURVEY CONTROL
 AA3060  ___________________________________________________________________
 AA3060* NAD 83(1992)-  34 19 20.81246(N)    086 18 46.43189(W)     ADJUSTED  
 AA3060* NAVD 88     -       186.2    (meters)     611.     (feet)  VERTCON   
 AA3060  ___________________________________________________________________
 AA3060  X           -     339,113.865 (meters)                     COMP
 AA3060  Y           -  -5,262,388.641 (meters)                     COMP
 AA3060  Z           -   3,576,131.423 (meters)                     COMP
 AA3060  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA3060  ELLIP HEIGHT-         157.11  (meters)          (07/29/02) GPS OBS
 AA3060  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA3060
 AA3060  HORZ ORDER  -  FIRST
 AA3060  ELLP ORDER  -  FOURTH    CLASS I
 AA3060
 AA3060.The horizontal coordinates were established by GPS observations
 AA3060.and adjusted by the National Geodetic Survey in March 1995..
 AA3060
 AA3060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3060
 AA3060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3060
 AA3060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3060
 AA3060.The ellipsoidal height was determined by GPS observations
 AA3060.and is referenced to NAD 83.
 AA3060
 AA3060.The geoid height was determined by GEOID03.
 AA3060
 AA3060;                    North         East     Units Scale Factor Converg.
 AA3060;SPC AL E     -   423,974.532   155,865.226   MT  0.99998400   -0 16 13.5
 AA3060;UTM  16      - 3,798,123.022   563,212.201   MT  0.99964925   +0 23 14.8
 AA3060
 AA3060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3060!SPC AL E     -   0.99997534  x   0.99998400  =   0.99995934
 AA3060!UTM  16      -   0.99997534  x   0.99964925  =   0.99962460
 AA3060
 AA3060:                Primary Azimuth Mark                     Grid Az
 AA3060:SPC AL E     -  48 20                                    154 29 43.5
 AA3060:UTM  16      -  48 20                                    153 50 15.2
 AA3060
 AA3060|---------------------------------------------------------------------|
 AA3060| PID    Reference Object                     Distance      Geod. Az  |
 AA3060|                                                           dddmmss.s |
 AA3060| AA3059 48 20                               424.678 METERS 1541330.0 |
 AA3060|---------------------------------------------------------------------|
 AA3060
 AA3060                          SUPERSEDED SURVEY CONTROL
 AA3060
 AA3060  ELLIP H (03/30/95)  157.19   (m)                       GP(       ) 4 2
 AA3060  NGVD 29 (03/30/95)  186.2    (m)          611.     (f) GPS OBS        
 AA3060
 AA3060.Superseded values are not recommended for survey control.
 AA3060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3060.See file dsdata.txt to determine how the superseded data were derived.
 AA3060
 AA3060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6321298123(NAD 83)
 AA3060_MARKER: DD = SURVEY DISK
 AA3060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3060_SP_SET: CONCRETE POST
 AA3060_STAMPING: 48-21 1993
 AA3060_MARK LOGO: ALHD  
 AA3060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3060+STABILITY: SURFACE MOTION
 AA3060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3060+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2006
 AA3060
 AA3060  HISTORY     - Date     Condition        Report By
 AA3060  HISTORY     - 1993     MONUMENTED       ALHD
 AA3060  HISTORY     - 20010626 GOOD             ALHD
 AA3060  HISTORY     - 20060625 GOOD             GEOCAC
 AA3060
 AA3060                          STATION DESCRIPTION
 AA3060
 AA3060'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3060'THE STATION IS IN MARSHALL COUNTY ON THE WEST RIGHT OF WAY OF U.S. 431
 AA3060'IN GUNTERSVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S. 431
 AA3060'AND AL 79 SOUTH (MILEPOST 302.25 ON U.S. 431 AND MILEPOST 66.19 ON AL
 AA3060'79) IN GUNTERSVILLE, DRIVE SOUTH ON U.S. 431 FOR 0.90 MI (1.45 KM) TO
 AA3060'MILEPOST 301.35 AND THE STATION ON THE RIGHT IN FRONT OF A PIZZA HUT
 AA3060'RESTAURANT. THE STATION IS 13.2 FT (4.0 M) WEST-SOUTHWEST OF THE
 AA3060'CENTER OF A PAVED SERVICE ROAD, 40.8 FT (12.4 M) EAST-NORTHEAST OF A
 AA3060'PIZZA HUT SIGN, 46.9 FT (14.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 AA3060'THE SOUTH BOUND LANES OF U.S. 431, 77.3 FT (23.6 M) NORTH OF A LIGHT
 AA3060'POLE, 80.8 FT (24.6 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF A
 AA3060'PIZZA HUT RESTAURANT, 81.0 FT (24.7 M) EAST OF THE NORTHEAST CORNER OF
 AA3060'A PIZZA HUT RESTAURANT, 92.0 FT (28.0 M) SOUTH-SOUTHEAST OF A LIGHT
 AA3060'POLE WITH TWO GUY WIRES, 1.7 FT (0.5 M) EAST OF A CARSONITE WITNESS
 AA3060'POST AND SET FLUSH WITH THE GROUND. STATION 48-20 1993 MAY BE USED AS
 AA3060'AN AZIMUTH FOR THIS STATION.
 AA3060
 AA3060                          STATION RECOVERY (2001)
 AA3060
 AA3060'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA3060'RECOVERED IN GOOD CONDITION.
 AA3060
 AA3060                          STATION RECOVERY (2006)
 AA3060
 AA3060'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA3060'MARK RESIDES IN THE FRONT LAWN OF THE PIZZA HUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3061 ***********************************************************************
 AA3061  DESIGNATION -  48 22
 AA3061  PID         -  AA3061
 AA3061  STATE/COUNTY-  AL/MARSHALL
 AA3061  USGS QUAD   -  NEWSOME SINKS (1973)
 AA3061
 AA3061                         *CURRENT SURVEY CONTROL
 AA3061  ___________________________________________________________________
 AA3061* NAD 83(1992)-  34 25 42.77770(N)    086 32 32.71502(W)     ADJUSTED  
 AA3061* NAVD 88     -       280.2    (meters)     919.     (feet)  VERTCON   
 AA3061  ___________________________________________________________________
 AA3061  X           -     317,634.323 (meters)                     COMP
 AA3061  Y           -  -5,257,149.089 (meters)                     COMP
 AA3061  Z           -   3,585,899.198 (meters)                     COMP
 AA3061  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 AA3061  ELLIP HEIGHT-         251.41  (meters)          (07/29/02) GPS OBS
 AA3061  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 AA3061
 AA3061  HORZ ORDER  -  FIRST
 AA3061  ELLP ORDER  -  FOURTH    CLASS I
 AA3061
 AA3061.The horizontal coordinates were established by GPS observations
 AA3061.and adjusted by the National Geodetic Survey in March 1995..
 AA3061
 AA3061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3061
 AA3061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3061
 AA3061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3061
 AA3061.The ellipsoidal height was determined by GPS observations
 AA3061.and is referenced to NAD 83.
 AA3061
 AA3061.The geoid height was determined by GEOID03.
 AA3061
 AA3061;                    North         East     Units Scale Factor Converg.
 AA3061;SPC AL E     -   435,867.690   134,823.909   MT  1.00001234   -0 24 03.3
 AA3061;UTM  16      - 3,809,769.261   542,043.221   MT  0.99962179   +0 15 31.4
 AA3061
 AA3061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3061!SPC AL E     -   0.99996054  x   1.00001234  =   0.99997288
 AA3061!UTM  16      -   0.99996054  x   0.99962179  =   0.99958234
 AA3061
 AA3061:                Primary Azimuth Mark                     Grid Az
 AA3061:SPC AL E     -  48 23                                    339 07 33.6
 AA3061:UTM  16      -  48 23                                    338 27 58.9
 AA3061
 AA3061|---------------------------------------------------------------------|
 AA3061| PID    Reference Object                     Distance      Geod. Az  |
 AA3061|                                                           dddmmss.s |
 AA3061| AA3062 48 23                               404.517 METERS 3384330.3 |
 AA3061|---------------------------------------------------------------------|
 AA3061
 AA3061                          SUPERSEDED SURVEY CONTROL
 AA3061
 AA3061  ELLIP H (03/30/95)  251.49   (m)                       GP(       ) 4 2
 AA3061  NGVD 29 (03/30/95)  280.2    (m)          919.     (f) GPS OBS        
 AA3061
 AA3061.Superseded values are not recommended for survey control.
 AA3061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3061.See file dsdata.txt to determine how the superseded data were derived.
 AA3061
 AA3061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4204309769(NAD 83)
 AA3061_MARKER: DD = SURVEY DISK
 AA3061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3061_SP_SET: CONCRETE POST
 AA3061_STAMPING: 48-22 1993
 AA3061_MARK LOGO: ALHD  
 AA3061_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3061+STABILITY: SURFACE MOTION
 AA3061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3061+SATELLITE: SATELLITE OBSERVATIONS - September 16, 2000
 AA3061
 AA3061  HISTORY     - Date     Condition        Report By
 AA3061  HISTORY     - 1993     MONUMENTED       ALHD
 AA3061  HISTORY     - 20000916 GOOD             NASA
 AA3061
 AA3061                          STATION DESCRIPTION
 AA3061
 AA3061'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3061'THE STATION IS IN MARSHALL COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA3061'U.S. 231 ABOUT 8.15 MI (13.12 KM) NORTH OF ARAB AND ABOUT 14.80 MI
 AA3061'(23.82 KM) NORTHWEST OF GUNTERSVILLE. TO REACH THE STATION FROM THE
 AA3061'JUNCTION OF U.S. 231 AND AL 69 (MILEPOST 287.04 ON U.S. 231 AND
 AA3061'MILEPOST 265.34 ON AL 69) IN ARAB, DRIVE NORTH ON U.S. 231 FOR 8.45 MI
 AA3061'(13.60 KM) TO MILEPOST 295.50 AND THE STATION ON THE LEFT. THE STATION
 AA3061'IS 53.0 FT (16.2 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND
 AA3061'LANES OF U.S. 231, 70.0 FT (21.3 M) NORTH OF THE NORTHEAST END OF A
 AA3061'CHEROKEE RIDGE STONE MONUMENT, 79.8 FT (24.3 M) NORTH OF THE SOUTHWEST
 AA3061'END OF A CHEROKEE RIDGE STONE MONUMENT, 84.5 FT (25.8 M)
 AA3061'EAST-NORTHEAST OF A WOOD BOARD FENCE, 143.0 FT (43.6 M) NORTHWEST OF A
 AA3061'BLUE CARSONITE WATER VALVE MARKER, 146.4 FT (44.6 M) NORTH-NORTHEAST
 AA3061'OF THE SOUTHEAST CORNER OF A WOOD BOARD FENCE, 2.0 FT (0.6 M) EAST OF
 AA3061'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 48-23
 AA3061'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3061
 AA3061                          STATION RECOVERY (2000)
 AA3061
 AA3061'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (BQK)
 AA3061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3062 ***********************************************************************
 AA3062  DESIGNATION -  48 23
 AA3062  PID         -  AA3062
 AA3062  STATE/COUNTY-  AL/MARSHALL
 AA3062  USGS QUAD   -  NEWSOME SINKS (1973)
 AA3062
 AA3062                         *CURRENT SURVEY CONTROL
 AA3062  ___________________________________________________________________
 AA3062* NAD 83(1992)-  34 25 55.01074(N)    086 32 38.46378(W)     ADJUSTED  
 AA3062* NAVD 88     -       287.6    (meters)     944.     (feet)  VERTCON   
 AA3062  ___________________________________________________________________
 AA3062  X           -     317,475.322 (meters)                     COMP
 AA3062  Y           -  -5,256,951.284 (meters)                     COMP
 AA3062  Z           -   3,586,214.307 (meters)                     COMP
 AA3062  LAPLACE CORR-          -2.66  (seconds)                    DEFLEC99
 AA3062  ELLIP HEIGHT-         258.81  (meters)          (07/29/02) GPS OBS
 AA3062  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AA3062
 AA3062  HORZ ORDER  -  FIRST
 AA3062  ELLP ORDER  -  FOURTH    CLASS I
 AA3062
 AA3062.The horizontal coordinates were established by GPS observations
 AA3062.and adjusted by the National Geodetic Survey in March 1995..
 AA3062
 AA3062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3062
 AA3062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3062
 AA3062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3062
 AA3062.The ellipsoidal height was determined by GPS observations
 AA3062.and is referenced to NAD 83.
 AA3062
 AA3062.The geoid height was determined by GEOID03.
 AA3062
 AA3062;                    North         East     Units Scale Factor Converg.
 AA3062;SPC AL E     -   436,245.662   134,679.772   MT  1.00001257   -0 24 06.7
 AA3062;UTM  16      - 3,810,145.402   541,894.800   MT  0.99962163   +0 15 28.2
 AA3062
 AA3062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3062!SPC AL E     -   0.99995937  x   1.00001257  =   0.99997194
 AA3062!UTM  16      -   0.99995937  x   0.99962163  =   0.99958102
 AA3062
 AA3062:                Primary Azimuth Mark                     Grid Az
 AA3062:SPC AL E     -  48 22                                    159 07 33.8
 AA3062:UTM  16      -  48 22                                    158 27 58.9
 AA3062
 AA3062|---------------------------------------------------------------------|
 AA3062| PID    Reference Object                     Distance      Geod. Az  |
 AA3062|                                                           dddmmss.s |
 AA3062| AA3061 48 22                               404.517 METERS 1584327.1 |
 AA3062|---------------------------------------------------------------------|
 AA3062
 AA3062                          SUPERSEDED SURVEY CONTROL
 AA3062
 AA3062  ELLIP H (03/30/95)  258.89   (m)                       GP(       ) 4 2
 AA3062  NGVD 29 (03/30/95)  287.6    (m)          944.     (f) GPS OBS        
 AA3062
 AA3062.Superseded values are not recommended for survey control.
 AA3062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3062.See file dsdata.txt to determine how the superseded data were derived.
 AA3062
 AA3062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4189510145(NAD 83)
 AA3062_MARKER: DD = SURVEY DISK
 AA3062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3062_SP_SET: CONCRETE POST
 AA3062_STAMPING: 48-23 1993
 AA3062_MARK LOGO: ALHD  
 AA3062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3062+STABILITY: SURFACE MOTION
 AA3062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3062+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3062
 AA3062  HISTORY     - Date     Condition        Report By
 AA3062  HISTORY     - 1993     MONUMENTED       ALHD
 AA3062
 AA3062                          STATION DESCRIPTION
 AA3062
 AA3062'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3062'THE STATION IS IN MARSHALL COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA3062'U.S. 231 ABOUT 8.45 MI (13.60 KM) NORTH OF ARAB AND ABOUT 14.95 MI
 AA3062'(24.06 KM) NORTHWEST OF GUNTERSVILLE. TO REACH THE STATION FROM THE
 AA3062'JUNCTION OF U.S. 231 AND AL 69 (MILEPOST 287.04 ON U.S. 231 AND
 AA3062'MILEPOST 265.34 ON AL 69) IN ARAB, DRIVE NORTH ON U.S. 231 FOR 8.70 MI
 AA3062'(14.00 KM) TO MILEPOST 295.75 AND THE STATION ON THE RIGHT. THE
 AA3062'STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A FIVE STRAND BARBED WIRE
 AA3062'FENCE ON GREEN RUSTY METAL POSTS, 28.6 FT (8.7 M) EAST-NORTHEAST OF A
 AA3062'THREE FOOT WIDE CONCRETE DRAINAGE FLUME, 95.1 FT (29.0 M) NORTHEAST OF
 AA3062'THE CENTERLINE OF THE NORTH BOUND LANES OF U.S. 231, 144.0 FT (43.9 M)
 AA3062'NORTH OF A LARGE BLACK METAL MAILBOX ON A BLACK METAL POST (13265),
 AA3062'145.5 FT (44.3 M) NORTH OF A BLACK METAL MAILBOX ON A THREE-INCH WOOD
 AA3062'POST (13225), 147.0 FT (44.8 M) NORTH OF A BLUE NEWSPAPER BOX ON A
 AA3062'FOUR BY FOUR WOOD POST, 2.6 FT (0.8 M) SOUTHWEST OF A CARSONITE
 AA3062'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 48-22 1993 MAY BE
 AA3062'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3063 ***********************************************************************
 AA3063  DESIGNATION -  48 24
 AA3063  PID         -  AA3063
 AA3063  STATE/COUNTY-  AL/MARSHALL
 AA3063  USGS QUAD   -  MT CARMEL (1983)
 AA3063
 AA3063                         *CURRENT SURVEY CONTROL
 AA3063  ___________________________________________________________________
 AA3063* NAD 83(1992)-  34 25 38.16140(N)    086 17 42.18346(W)     ADJUSTED  
 AA3063* NAVD 88     -       207.8    (meters)     682.     (feet)  VERTCON   
 AA3063  ___________________________________________________________________
 AA3063  X           -     340,329.923 (meters)                     COMP
 AA3063  Y           -  -5,255,749.061 (meters)                     COMP
 AA3063  Z           -   3,585,740.699 (meters)                     COMP
 AA3063  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AA3063  ELLIP HEIGHT-         178.60  (meters)          (07/29/02) GPS OBS
 AA3063  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA3063
 AA3063  HORZ ORDER  -  FIRST
 AA3063  ELLP ORDER  -  FOURTH    CLASS I
 AA3063
 AA3063.The horizontal coordinates were established by GPS observations
 AA3063.and adjusted by the National Geodetic Survey in March 1995..
 AA3063
 AA3063.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3063
 AA3063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3063
 AA3063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3063
 AA3063.The ellipsoidal height was determined by GPS observations
 AA3063.and is referenced to NAD 83.
 AA3063
 AA3063.The geoid height was determined by GEOID03.
 AA3063
 AA3063;                    North         East     Units Scale Factor Converg.
 AA3063;SPC AL E     -   435,594.099   157,560.599   MT  0.99998219   -0 15 39.7
 AA3063;UTM  16      - 3,809,757.441   564,773.357   MT  0.99965171   +0 23 54.8
 AA3063
 AA3063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3063!SPC AL E     -   0.99997196  x   0.99998219  =   0.99995416
 AA3063!UTM  16      -   0.99997196  x   0.99965171  =   0.99962368
 AA3063
 AA3063:                Primary Azimuth Mark                     Grid Az
 AA3063:SPC AL E     -  48 25                                    079 25 33.2
 AA3063:UTM  16      -  48 25                                    078 45 58.7
 AA3063
 AA3063|---------------------------------------------------------------------|
 AA3063| PID    Reference Object                     Distance      Geod. Az  |
 AA3063|                                                           dddmmss.s |
 AA3063| AA3064 48 25                               410.654 METERS 0790953.5 |
 AA3063|---------------------------------------------------------------------|
 AA3063
 AA3063                          SUPERSEDED SURVEY CONTROL
 AA3063
 AA3063  ELLIP H (03/30/95)  178.68   (m)                       GP(       ) 4 2
 AA3063  NGVD 29 (03/30/95)  207.7    (m)          681.     (f) GPS OBS        
 AA3063
 AA3063.Superseded values are not recommended for survey control.
 AA3063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3063.See file dsdata.txt to determine how the superseded data were derived.
 AA3063
 AA3063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6477309757(NAD 83)
 AA3063_MARKER: DD = SURVEY DISK
 AA3063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3063_SP_SET: CONCRETE POST
 AA3063_STAMPING: 48-24 1993
 AA3063_MARK LOGO: ALHD  
 AA3063_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3063+STABILITY: SURFACE MOTION
 AA3063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3063+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3063
 AA3063  HISTORY     - Date     Condition        Report By
 AA3063  HISTORY     - 1993     MONUMENTED       ALHD
 AA3063
 AA3063                          STATION DESCRIPTION
 AA3063
 AA3063'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3063'THE STATION IS IN MARSHALL COUNTY ON THE NORTHWEST RIGHT OF WAY OF A
 AA3063'PAVED COUNTY ROAD ABOUT 5.60 MI (9.01 KM) NORTH OF GUNTERSVILLE AND
 AA3063'ABOUT 7.10 MI (11.43 KM) SOUTH OF GRANT. TO REACH THE STATION FROM THE
 AA3063'JUNCTION OF U.S. 431 AND AL 79 NORTH (MILEPOST 309.61 ON U.S. 431 AND
 AA3063'MILEPOST 73.56 ON AL 79) IN HENRYVILLE, DRIVE NORTH ON U.S. 431 FOR
 AA3063'0.25 MI (0.40 KM) TO MILEPOST 309.85 AND A PAVED COUNTY ROAD LEFT.
 AA3063'TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 1.90 MI (3.06
 AA3063'KM) TO THE STATION ON THE RIGHT. THE STATION IS 21.2 FT (6.5 M)
 AA3063'NORTH-NORTHWEST OF THE CENTER OF A PAVED COUNTY ROAD, 58.0 FT (17.7 M)
 AA3063'WEST-SOUTHWEST OF A POWER AND CABLE POLE, 58.2 FT (17.7 M)
 AA3063'WEST-SOUTHWEST OF A TELEPHONE CABLE PEDESTAL P24-BCR, 216.4 FT (66.0
 AA3063'M) WEST-SOUTHWEST OF THE CENTER OF A PAVED DRIVEWAY ACROSS THE ROAD,
 AA3063'220.5 FT (67.2 M) WEST-SOUTHWEST OF A BLUE NEWSPAPER BOX ON A FOUR BY
 AA3063'FOUR WOOD POST ACROSS THE ROAD, 1.8 FT (0.5 M) SOUTHEAST OF A
 AA3063'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 48-25
 AA3063'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3064 ***********************************************************************
 AA3064  DESIGNATION -  48 25
 AA3064  PID         -  AA3064
 AA3064  STATE/COUNTY-  AL/MARSHALL
 AA3064  USGS QUAD   -  MT CARMEL (1983)
 AA3064
 AA3064                         *CURRENT SURVEY CONTROL
 AA3064  ___________________________________________________________________
 AA3064* NAD 83(1992)-  34 25 40.66636(N)    086 17 26.38694(W)     ADJUSTED  
 AA3064* NAVD 88     -       204.9    (meters)     672.     (feet)  VERTCON   
 AA3064  ___________________________________________________________________
 AA3064  X           -     340,729.449 (meters)                     COMP
 AA3064  Y           -  -5,255,677.054 (meters)                     COMP
 AA3064  Z           -   3,585,802.734 (meters)                     COMP
 AA3064  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AA3064  ELLIP HEIGHT-         175.71  (meters)          (07/29/02) GPS OBS
 AA3064  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA3064
 AA3064  HORZ ORDER  -  FIRST
 AA3064  ELLP ORDER  -  FOURTH    CLASS I
 AA3064
 AA3064.The horizontal coordinates were established by GPS observations
 AA3064.and adjusted by the National Geodetic Survey in March 1995..
 AA3064
 AA3064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3064
 AA3064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3064
 AA3064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3064
 AA3064.The ellipsoidal height was determined by GPS observations
 AA3064.and is referenced to NAD 83.
 AA3064
 AA3064.The geoid height was determined by GEOID03.
 AA3064
 AA3064;                    North         East     Units Scale Factor Converg.
 AA3064;SPC AL E     -   435,669.456   157,964.273   MT  0.99998177   -0 15 30.8
 AA3064;UTM  16      - 3,809,837.414   565,176.003   MT  0.99965236   +0 24 03.8
 AA3064
 AA3064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3064!SPC AL E     -   0.99997242  x   0.99998177  =   0.99995419
 AA3064!UTM  16      -   0.99997242  x   0.99965236  =   0.99962479
 AA3064
 AA3064:                Primary Azimuth Mark                     Grid Az
 AA3064:SPC AL E     -  48 24                                    259 25 33.2
 AA3064:UTM  16      -  48 24                                    258 45 58.6
 AA3064
 AA3064|---------------------------------------------------------------------|
 AA3064| PID    Reference Object                     Distance      Geod. Az  |
 AA3064|                                                           dddmmss.s |
 AA3064| AA3063 48 24                               410.654 METERS 2591002.4 |
 AA3064|---------------------------------------------------------------------|
 AA3064
 AA3064                          SUPERSEDED SURVEY CONTROL
 AA3064
 AA3064  ELLIP H (03/30/95)  175.79   (m)                       GP(       ) 4 2
 AA3064  NGVD 29 (03/30/95)  204.8    (m)          672.     (f) GPS OBS        
 AA3064
 AA3064.Superseded values are not recommended for survey control.
 AA3064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3064.See file dsdata.txt to determine how the superseded data were derived.
 AA3064
 AA3064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6517609837(NAD 83)
 AA3064_MARKER: DD = SURVEY DISK
 AA3064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3064_SP_SET: CONCRETE POST
 AA3064_STAMPING: 48-25 1993
 AA3064_MARK LOGO: ALHD  
 AA3064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3064+STABILITY: SURFACE MOTION
 AA3064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3064+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3064
 AA3064  HISTORY     - Date     Condition        Report By
 AA3064  HISTORY     - 1993     MONUMENTED       ALHD
 AA3064
 AA3064                          STATION DESCRIPTION
 AA3064
 AA3064'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3064'THE STATION IS IN MARSHALL COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA3064'COUNTY ROAD ABOUT 5.70 MI (9.17 KM) NORTH OF GUNTERSVILLE AND ABOUT
 AA3064'7.00 MI (11.27 KM) SOUTH OF GRANT. TO REACH THE STATION FROM THE
 AA3064'JUNCTION OF U.S. 431 AND AL 79 NORTH (MILEPOST 309.61 ON U.S. 431 AND
 AA3064'MILEPOST 73.56 ON AL 79) IN HENRYVILLE, DRIVE NORTH ON U.S. 431 FOR
 AA3064'0.25 MI (0.40 KM) TO MILEPOST 309.85 AND A PAVED COUNTY ROAD LEFT.
 AA3064'TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 1.65 MI (2.66
 AA3064'KM) TO THE STATION ON THE RIGHT. THE STATION IS 24.0 FT (7.3 M) EAST
 AA3064'OF TELEPHONE CABLE PEDESTAL LC, 22.7 FT (6.9 M) NORTH OF THE CENTER OF
 AA3064'A PAVED COUNTY ROAD, 69.0 FT (21.0 M) SOUTH OF A HOG WIRE FENCE WITH
 AA3064'TWO STRANDS OF BARBED WIRE FENCE ON RUSTY METAL POSTS, 1.7 FT (0.5 M)
 AA3064'SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3064'STATION 48-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3065 ***********************************************************************
 AA3065  DESIGNATION -  48 26
 AA3065  PID         -  AA3065
 AA3065  STATE/COUNTY-  AL/MARSHALL
 AA3065  USGS QUAD   -  COLUMBUS CITY (1983)
 AA3065
 AA3065                         *CURRENT SURVEY CONTROL
 AA3065  ___________________________________________________________________
 AA3065* NAD 83(1992)-  34 26 09.61201(N)    086 11 09.14329(W)     ADJUSTED  
 AA3065* NAVD 88     -       189.5    (meters)     622.     (feet)  VERTCON   
 AA3065  ___________________________________________________________________
 AA3065  X           -     350,306.742 (meters)                     COMP
 AA3065  Y           -  -5,254,529.236 (meters)                     COMP
 AA3065  Z           -   3,586,529.731 (meters)                     COMP
 AA3065  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AA3065  ELLIP HEIGHT-         160.35  (meters)          (07/29/02) GPS OBS
 AA3065  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA3065
 AA3065  HORZ ORDER  -  FIRST
 AA3065  ELLP ORDER  -  FOURTH    CLASS I
 AA3065
 AA3065.The horizontal coordinates were established by GPS observations
 AA3065.and adjusted by the National Geodetic Survey in March 1995..
 AA3065
 AA3065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3065
 AA3065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3065
 AA3065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3065
 AA3065.The ellipsoidal height was determined by GPS observations
 AA3065.and is referenced to NAD 83.
 AA3065
 AA3065.The geoid height was determined by GEOID03.
 AA3065
 AA3065;                    North         East     Units Scale Factor Converg.
 AA3065;SPC AL E     -   436,522.869   167,599.252   MT  0.99997293   -0 11 57.7
 AA3065;UTM  16      - 3,810,801.397   574,797.470   MT  0.99966896   +0 27 37.4
 AA3065
 AA3065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3065!SPC AL E     -   0.99997483  x   0.99997293  =   0.99994776
 AA3065!UTM  16      -   0.99997483  x   0.99966896  =   0.99964380
 AA3065
 AA3065:                Primary Azimuth Mark                     Grid Az
 AA3065:SPC AL E     -  48 27                                    077 32 14.3
 AA3065:UTM  16      -  48 27                                    076 52 39.2
 AA3065
 AA3065|---------------------------------------------------------------------|
 AA3065| PID    Reference Object                     Distance      Geod. Az  |
 AA3065|                                                           dddmmss.s |
 AA3065| AA3066 48 27                               487.107 METERS 0772016.6 |
 AA3065|---------------------------------------------------------------------|
 AA3065
 AA3065                          SUPERSEDED SURVEY CONTROL
 AA3065
 AA3065  ELLIP H (03/30/95)  160.43   (m)                       GP(       ) 4 2
 AA3065  NGVD 29 (03/30/95)  189.4    (m)          621.     (f) GPS OBS        
 AA3065
 AA3065.Superseded values are not recommended for survey control.
 AA3065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3065.See file dsdata.txt to determine how the superseded data were derived.
 AA3065
 AA3065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7479710801(NAD 83)
 AA3065_MARKER: DD = SURVEY DISK
 AA3065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3065_SP_SET: CONCRETE POST
 AA3065_STAMPING: 48-26 1993
 AA3065_MARK LOGO: ALHD  
 AA3065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3065+STABILITY: SURFACE MOTION
 AA3065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3065+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3065
 AA3065  HISTORY     - Date     Condition        Report By
 AA3065  HISTORY     - 1993     MONUMENTED       ALHD
 AA3065
 AA3065                          STATION DESCRIPTION
 AA3065
 AA3065'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3065'THE STATION IS IN MARSHALL COUNTY ON THE NORTH RIGHT OF WAY OF THE
 AA3065'WEST BOUND LANES OF A FOUR LANE HIGHWAY ABOUT 9.15 MI (14.73 KM)
 AA3065'NORTHEAST OF GUNTERSVILLE AND ABOUT 7.20 MI (11.59 KM) SOUTHEAST OF
 AA3065'GRANT. TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 NORTH AND AL
 AA3065'227 SOUTH (MILEPOST 303.70 ON U.S. 431 AND MILEPOST 54.53 ON AL 227)
 AA3065'IN GUNTERSVILLE, DRIVE EAST AND NORTHEAST ON AL 227 FOR 12.25 MI
 AA3065'(19.71 KM) TO MILEPOST 42.30 AND A CROSSROADS WITH A FOUR LANE HIGHWAY
 AA3065'LEFT AND RIGHT. TURN LEFT ON THE FOUR LANE HIGHWAY AND DRIVE SOUTHWEST
 AA3065'FOR 0.75 MI (1.21 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0
 AA3065'FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA3065'POSTS, 80.8 FT (24.6 M) NORTH OF A GRAPHIC CROSSROADS SIGN, 106.8 FT
 AA3065'(32.6 M) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES OF THE FOUR
 AA3065'LANE HIGHWAY, 118.8 FT (36.2 M) EAST-NORTHEAST OF THE CENTER OF THE
 AA3065'TOP OF THE NORTH END OF A CONCRETE DRAINAGE FLUME UNDER THE WEST BOUND
 AA3065'LANES OF THE FOUR LANE HIGHWAY, 3.2 FT (1.0 M) SOUTHEAST OF A
 AA3065'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 48-27
 AA3065'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3066 ***********************************************************************
 AA3066  DESIGNATION -  48 27
 AA3066  PID         -  AA3066
 AA3066  STATE/COUNTY-  AL/MARSHALL
 AA3066  USGS QUAD   -  COLUMBUS CITY (1983)
 AA3066
 AA3066                         *CURRENT SURVEY CONTROL
 AA3066  ___________________________________________________________________
 AA3066* NAD 83(1992)-  34 26 13.07673(N)    086 10 50.52772(W)     ADJUSTED  
 AA3066* NAVD 88     -       185.5    (meters)     609.     (feet)  VERTCON   
 AA3066  ___________________________________________________________________
 AA3066  X           -     350,776.725 (meters)                     COMP
 AA3066  Y           -  -5,254,434.075 (meters)                     COMP
 AA3066  Z           -   3,586,615.529 (meters)                     COMP
 AA3066  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA3066  ELLIP HEIGHT-         156.36  (meters)          (07/29/02) GPS OBS
 AA3066  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA3066
 AA3066  HORZ ORDER  -  FIRST
 AA3066  ELLP ORDER  -  FOURTH    CLASS I
 AA3066
 AA3066.The horizontal coordinates were established by GPS observations
 AA3066.and adjusted by the National Geodetic Survey in March 1995..
 AA3066
 AA3066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3066
 AA3066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3066
 AA3066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3066
 AA3066.The ellipsoidal height was determined by GPS observations
 AA3066.and is referenced to NAD 83.
 AA3066
 AA3066.The geoid height was determined by GEOID03.
 AA3066
 AA3066;                    North         East     Units Scale Factor Converg.
 AA3066;SPC AL E     -   436,627.986   168,074.868   MT  0.99997256   -0 11 47.2
 AA3066;UTM  16      - 3,810,911.950   575,271.700   MT  0.99966984   +0 27 48.0
 AA3066
 AA3066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3066!SPC AL E     -   0.99997546  x   0.99997256  =   0.99994802
 AA3066!UTM  16      -   0.99997546  x   0.99966984  =   0.99964530
 AA3066
 AA3066:                Primary Azimuth Mark                     Grid Az
 AA3066:SPC AL E     -  48 26                                    257 32 14.4
 AA3066:UTM  16      -  48 26                                    256 52 39.2
 AA3066
 AA3066|---------------------------------------------------------------------|
 AA3066| PID    Reference Object                     Distance      Geod. Az  |
 AA3066|                                                           dddmmss.s |
 AA3066| AA3065 48 26                               487.107 METERS 2572027.2 |
 AA3066|---------------------------------------------------------------------|
 AA3066
 AA3066                          SUPERSEDED SURVEY CONTROL
 AA3066
 AA3066  ELLIP H (03/30/95)  156.44   (m)                       GP(       ) 4 2
 AA3066  NGVD 29 (03/30/95)  185.4    (m)          608.     (f) GPS OBS        
 AA3066
 AA3066.Superseded values are not recommended for survey control.
 AA3066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3066.See file dsdata.txt to determine how the superseded data were derived.
 AA3066
 AA3066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7527210912(NAD 83)
 AA3066_MARKER: DD = SURVEY DISK
 AA3066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3066_SP_SET: CONCRETE POST
 AA3066_STAMPING: 48-27 1993
 AA3066_MARK LOGO: ALHD  
 AA3066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3066+STABILITY: SURFACE MOTION
 AA3066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3066+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3066
 AA3066  HISTORY     - Date     Condition        Report By
 AA3066  HISTORY     - 1993     MONUMENTED       ALHD
 AA3066
 AA3066                          STATION DESCRIPTION
 AA3066
 AA3066'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3066'THE STATION IS IN MARSHALL COUNTY ON THE NORTHWEST RIGHT OF WAY OF THE
 AA3066'WEST BOUND LANES OF A FOUR LANE HIGHWAY ABOUT 9.45 MI (15.21 KM)
 AA3066'NORTHEAST OF GUNTERSVILLE AND ABOUT 7.25 MI (11.67 KM) SOUTHEAST OF
 AA3066'GRANT. TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 NORTH AND AL
 AA3066'227 SOUTH (MILEPOST 303.70 ON U.S. 431 AND MILEPOST 54.53 ON AL 227)
 AA3066'IN GUNTERSVILLE, DRIVE EAST AND NORTHEAST FOR 12.25 MI (19.71 KM) TO
 AA3066'MILEPOST 42.30 AND A CROSSROADS WITH A FOUR LANE HIGHWAY LEFT AND
 AA3066'RIGHT. TURN LEFT ON THE FOUR LANE HIGHWAY AND DRIVE SOUTHWEST FOR 0.40
 AA3066'MI (0.64 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9
 AA3066'M) SOUTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS,
 AA3066'6.3 FT (1.9 M) SOUTH-SOUTHWEST OF THE JUNCTION OF A FIVE STRAND BARBED
 AA3066'WIRE FENCE ON TREATED WOOD POSTS, A FIVE STRAND BARBED WIRE FENCE ON
 AA3066'GREEN METAL POSTS WITH WHITE TOPS, AND A FIVE STRAND BARBED WIRE FENCE
 AA3066'ON OLD WOOD POSTS, 22.3 FT (6.8 M) SOUTHWEST OF A WOODEN BIRDHOUSE IN
 AA3066'THE FENCELINE OF THE FIVE STRAND BARBED WIRE FENCE ON GREEN METAL
 AA3066'POSTS WITH WHITE TOPS, 2.8 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS
 AA3066'POST AND SET FLUSH WITH THE GROUND. STATION 48-26 1993 MAY BE USED AS
 AA3066'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3067 ***********************************************************************
 AA3067  DESIGNATION -  48 28
 AA3067  PID         -  AA3067
 AA3067  STATE/COUNTY-  AL/MARSHALL
 AA3067  USGS QUAD   -  GROVE OAK (1986)
 AA3067
 AA3067                         *CURRENT SURVEY CONTROL
 AA3067  ___________________________________________________________________
 AA3067* NAD 83(1992)-  34 26 45.64065(N)    086 05 31.74087(W)     ADJUSTED  
 AA3067* NAVD 88     -       343.1    (meters)    1126.     (feet)  VERTCON   
 AA3067  ___________________________________________________________________
 AA3067  X           -     358,867.338 (meters)                     COMP
 AA3067  Y           -  -5,253,449.275 (meters)                     COMP
 AA3067  Z           -   3,587,532.317 (meters)                     COMP
 AA3067  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 AA3067  ELLIP HEIGHT-         314.13  (meters)          (07/29/02) GPS OBS
 AA3067  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AA3067
 AA3067  HORZ ORDER  -  FIRST
 AA3067  ELLP ORDER  -  FOURTH    CLASS I
 AA3067
 AA3067.The horizontal coordinates were established by GPS observations
 AA3067.and adjusted by the National Geodetic Survey in March 1995..
 AA3067
 AA3067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3067
 AA3067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3067
 AA3067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3067
 AA3067.The ellipsoidal height was determined by GPS observations
 AA3067.and is referenced to NAD 83.
 AA3067
 AA3067.The geoid height was determined by GEOID03.
 AA3067
 AA3067;                    North         East     Units Scale Factor Converg.
 AA3067;SPC AL E     -   437,607.028   176,215.869   MT  0.99996697   -0 08 47.0
 AA3067;UTM  16      - 3,811,984.368   583,398.513   MT  0.99968573   +0 30 48.7
 AA3067
 AA3067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3067!SPC AL E     -   0.99995069  x   0.99996697  =   0.99991766
 AA3067!UTM  16      -   0.99995069  x   0.99968573  =   0.99963644
 AA3067
 AA3067:                Primary Azimuth Mark                     Grid Az
 AA3067:SPC AL E     -  25 50                                    122 59 48.3
 AA3067:UTM  16      -  25 50                                    122 20 12.6
 AA3067
 AA3067|---------------------------------------------------------------------|
 AA3067| PID    Reference Object                     Distance      Geod. Az  |
 AA3067|                                                           dddmmss.s |
 AA3067| AA2978 25 50                               401.796 METERS 1225101.3 |
 AA3067|---------------------------------------------------------------------|
 AA3067
 AA3067                          SUPERSEDED SURVEY CONTROL
 AA3067
 AA3067  ELLIP H (03/30/95)  314.22   (m)                       GP(       ) 4 2
 AA3067  NGVD 29 (03/30/95)  343.1    (m)         1126.     (f) GPS OBS        
 AA3067
 AA3067.Superseded values are not recommended for survey control.
 AA3067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3067.See file dsdata.txt to determine how the superseded data were derived.
 AA3067
 AA3067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8339911984(NAD 83)
 AA3067_MARKER: DD = SURVEY DISK
 AA3067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3067_SP_SET: CONCRETE POST
 AA3067_STAMPING: 48-28 1993
 AA3067_MARK LOGO: ALHD  
 AA3067_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3067+STABILITY: SURFACE MOTION
 AA3067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3067+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3067
 AA3067  HISTORY     - Date     Condition        Report By
 AA3067  HISTORY     - 1993     MONUMENTED       ALHD
 AA3067
 AA3067                          STATION DESCRIPTION
 AA3067
 AA3067'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3067'THE STATION IS IN MARSHALL COUNTY ON THE SOUTHWEST RIGHT OF WAY OF AL
 AA3067'227 ABOUT 13.80 MI (22.21 KM) NORTHEAST OF GUNTERSVILLE AND ABOUT
 AA3067'10.65 MI (17.14 KM) SOUTHEAST OF GRANT. TO REACH THE STATION FROM THE
 AA3067'JUNCTION OF U.S. 431 NORTH AND AL 227 SOUTH (MILEPOST 303.70 ON U.S.
 AA3067'431 AND MILEPOST 54.53 ON AL 227) IN GUNTERSVILLE, DRIVE EAST AND
 AA3067'NORTHEAST ON AL 227 FOR 12.25 MI (19.71 KM) TO MILEPOST 42.30 AND A
 AA3067'CROSSROADS WITH A FOUR LANE HIGHWAY LEFT AND RIGHT. TURN RIGHT ON THE
 AA3067'FOUR LANE HIGHWAY AND DRIVE NORTHEAST AND EAST ALONG AL 227 FOR 5.10
 AA3067'MI (8.21 KM) TO MILEPOST 37.20 AND THE STATION ON THE RIGHT. THE
 AA3067'STATION IS 58.5 FT (17.8 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH
 AA3067'BOUND LANES OF AL 227, 90.0 FT (27.4 M) SOUTHWEST OF A SPEED LIMIT
 AA3067'FIFTY-FIVE SIGN ACROSS THE ROAD, 137.0 FT (41.8 M) EAST OF A POWER
 AA3067'POLE, 161.4 FT (49.2 M) SOUTHWEST OF A POWER POLE WITH ONE GUY WIRE
 AA3067'ACROSS THE ROAD, 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST
 AA3067'AND SET FLUSH WITH THE GROUND. STATION 25-50 1993 MAY BE USED AS AN
 AA3067'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3068 ***********************************************************************
 AA3068  DESIGNATION -  48 29
 AA3068  PID         -  AA3068
 AA3068  STATE/COUNTY-  AL/MARSHALL
 AA3068  USGS QUAD   -  GRANT (1982)
 AA3068
 AA3068                         *CURRENT SURVEY CONTROL
 AA3068  ___________________________________________________________________
 AA3068* NAD 83(1992)-  34 31 01.69645(N)    086 18 37.73516(W)     ADJUSTED  
 AA3068* NAVD 88     -       383.7    (meters)    1259.     (feet)  VERTCON   
 AA3068  ___________________________________________________________________
 AA3068  X           -     338,560.633 (meters)                     COMP
 AA3068  Y           -  -5,250,354.039 (meters)                     COMP
 AA3068  Z           -   3,594,059.512 (meters)                     COMP
 AA3068  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA3068  ELLIP HEIGHT-         354.64  (meters)          (07/29/02) GPS OBS
 AA3068  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA3068
 AA3068  HORZ ORDER  -  FIRST
 AA3068  ELLP ORDER  -  FOURTH    CLASS I
 AA3068
 AA3068.The horizontal coordinates were established by GPS observations
 AA3068.and adjusted by the National Geodetic Survey in March 1995..
 AA3068
 AA3068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3068
 AA3068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3068
 AA3068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3068
 AA3068.The ellipsoidal height was determined by GPS observations
 AA3068.and is referenced to NAD 83.
 AA3068
 AA3068.The geoid height was determined by GEOID03.
 AA3068
 AA3068;                    North         East     Units Scale Factor Converg.
 AA3068;SPC AL E     -   445,569.854   156,189.216   MT  0.99998365   -0 16 13.4
 AA3068;UTM  16      - 3,819,713.418   563,287.586   MT  0.99964937   +0 23 26.6
 AA3068
 AA3068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3068!SPC AL E     -   0.99994433  x   0.99998365  =   0.99992798
 AA3068!UTM  16      -   0.99994433  x   0.99964937  =   0.99959372
 AA3068
 AA3068|---------------------------------------------------------------------|
 AA3068| PID    Reference Object                     Distance      Geod. Az  |
 AA3068|                                                           dddmmss.s |
 AA3068| AA3069 48 30                               398.010 METERS 35927     |
 AA3068|---------------------------------------------------------------------|
 AA3068
 AA3068                          SUPERSEDED SURVEY CONTROL
 AA3068
 AA3068  ELLIP H (03/30/95)  354.73   (m)                       GP(       ) 4 2
 AA3068  NGVD 29 (03/30/95)  383.6    (m)         1259.     (f) GPS OBS        
 AA3068
 AA3068.Superseded values are not recommended for survey control.
 AA3068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3068.See file dsdata.txt to determine how the superseded data were derived.
 AA3068
 AA3068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6328819713(NAD 83)
 AA3068_MARKER: DD = SURVEY DISK
 AA3068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3068_SP_SET: CONCRETE POST
 AA3068_STAMPING: 48-29 1993
 AA3068_MARK LOGO: ALHD  
 AA3068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3068+STABILITY: SURFACE MOTION
 AA3068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3068+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3068
 AA3068  HISTORY     - Date     Condition        Report By
 AA3068  HISTORY     - 1993     MONUMENTED       ALHD
 AA3068
 AA3068                          STATION DESCRIPTION
 AA3068
 AA3068'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3068'THE STATION IS IN MARSHALL COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA3068'COUNTY ROAD ABOUT 3.35 MI (5.39 KM) WEST OF GRANT AND ABOUT 11.70 MI
 AA3068'(18.83 KM) NORTH OF GUNTERSVILLE. TO REACH THE STATION FROM THE
 AA3068'JUNCTION OF U.S. 431 AND AL 79 NORTH (MILEPOST 309.61 ON U.S. 431 AND
 AA3068'MILEPOST 73.56 ON AL 79) IN HENRYVILLE, DRIVE NORTH AND WEST ON U.S.
 AA3068'431 FOR 5.95 MI (9.58 KM) TO MILEPOST 315.55 AND A PAVED COUNTY ROAD
 AA3068'RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST AND
 AA3068'NORTH FOR 3.80 MI (6.12 KM) TO A REVERSE Y-INTERSECTION WITH A PAVED
 AA3068'COUNTY ROAD LEFT AND RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND
 AA3068'DRIVE NORTHEAST FOR 1.10 MI (1.77 KM) TO A PAVED COUNTY ROAD LEFT.
 AA3068'TURN LEFT ON THE PAVED COUNTY ROAD TO AN IMMEDIATE Y-INTERSECTION WITH
 AA3068'TWO PAVED COUNTY ROADS. BEAR RIGHT ON A PAVED COUNTY ROAD AND DRIVE
 AA3068'NORTHWEST AND NORTH FOR 1.10 MI (1.77 KM) TO THE STATION ON THE LEFT.
 AA3068'THE STATION IS 2.4 MI (3.9 KM) EAST OF A FOUR STRAND BARBED WIRE FENCE
 AA3068'ON OLD WOOD POSTS, 18.4 FT (5.6 M) WEST OF THE CENTER OF A PAVED
 AA3068'COUNTY ROAD, 221.0 FT (67.4 M) NORTH OF A JUNCTION POWER POLE WITH ONE
 AA3068'TRANSFORMER, 221.3 FT (67.5 M) NORTH OF A TELEPHONE CABLE PEDESTAL (D
 AA3068'74R 20), 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA3068'WITH THE GROUND. STATION 48-30 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3068'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1740 ***********************************************************************
 EF1740  DESIGNATION -  48 3
 EF1740  PID         -  EF1740
 EF1740  STATE/COUNTY-  AL/MARSHALL
 EF1740  USGS QUAD   -  ALBERTVILLE (1983)
 EF1740
 EF1740                         *CURRENT SURVEY CONTROL
 EF1740  ___________________________________________________________________
 EF1740* NAD 83(1992)-  34 20 31.69613(N)    086 12 51.57555(W)     ADJUSTED  
 EF1740* NAVD 88     -       327.8    (meters)    1075.     (feet)  VERTCON   
 EF1740  ___________________________________________________________________
 EF1740  X           -     348,093.108 (meters)                     COMP
 EF1740  Y           -  -5,260,684.804 (meters)                     COMP
 EF1740  Z           -   3,578,014.921 (meters)                     COMP
 EF1740  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 EF1740  ELLIP HEIGHT-         298.58  (meters)          (07/29/02) GPS OBS
 EF1740  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EF1740
 EF1740  HORZ ORDER  -  FIRST
 EF1740  ELLP ORDER  -  FOURTH    CLASS I
 EF1740
 EF1740.The horizontal coordinates were established by GPS observations
 EF1740.and adjusted by the National Geodetic Survey in December 1992..
 EF1740
 EF1740.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1740
 EF1740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1740
 EF1740.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1740
 EF1740.The ellipsoidal height was determined by GPS observations
 EF1740.and is referenced to NAD 83.
 EF1740
 EF1740.The geoid height was determined by GEOID03.
 EF1740
 EF1740;                    North         East     Units Scale Factor Converg.
 EF1740;SPC AL E     -   426,120.218   164,945.075   MT  0.99997514   -0 12 53.8
 EF1740;UTM  16      - 3,800,372.116   572,263.888   MT  0.99966437   +0 26 35.7
 EF1740
 EF1740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1740!SPC AL E     -   0.99995313  x   0.99997514  =   0.99992827
 EF1740!UTM  16      -   0.99995313  x   0.99966437  =   0.99961752
 EF1740
 EF1740|---------------------------------------------------------------------|
 EF1740| PID    Reference Object                     Distance      Geod. Az  |
 EF1740|                                                           dddmmss.s |
 EF1740| EF1741 48 4                                337.448 METERS 04514     |
 EF1740|---------------------------------------------------------------------|
 EF1740
 EF1740                          SUPERSEDED SURVEY CONTROL
 EF1740
 EF1740  ELLIP H (12/04/92)  298.66   (m)                       GP(       ) 4 1
 EF1740  NAD 83(1992)-  34 20 31.70577(N)    086 12 51.57520(W) AD(       ) 1
 EF1740  NGVD 29 (12/04/92)  327.7    (m)         1075.     (f) GPS OBS        
 EF1740
 EF1740.Superseded values are not recommended for survey control.
 EF1740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1740.See file dsdata.txt to determine how the superseded data were derived.
 EF1740
 EF1740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7226400372(NAD 83)
 EF1740_MARKER: DD = SURVEY DISK
 EF1740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1740_SP_SET: CONCRETE POST
 EF1740_STAMPING: 48 - 3 1990
 EF1740_MARK LOGO: ALHD  
 EF1740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1740+STABILITY: SURFACE MOTION
 EF1740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1740+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 EF1740
 EF1740  HISTORY     - Date     Condition        Report By
 EF1740  HISTORY     - 1990     MONUMENTED       ALHD
 EF1740  HISTORY     - 19910213 GOOD
 EF1740
 EF1740                          STATION DESCRIPTION
 EF1740
 EF1740'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1740'THE STATION IS LOCATED IN MARSHALL COUNTY ON THE EAST RIGHT OF WAY OF
 EF1740'MARSHALL COUNTY ROAD NO. 50, ABOUT 8.13 KM (5.05 MI) EAST OF
 EF1740'GUNTERSVILLE AND ABOUT 8.37 KM (5.20 MI) NORTH OF ALBERTVILLE.
 EF1740'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 75 IN
 EF1740'ALBERTVILLE, DRIVE NORTHEAST ON ALA 75 6.28 KM (3.90 MI) TO MILE POST
 EF1740'62.60 AND A PAVED CROSS ROAD WITH ALA 68 RIGHT AND MARSHALL COUNTY
 EF1740'ROAD NO. 50 LEFT, TURN LEFT ON MARSHALL COUNTY ROAD NO. 50 AND DRIVE
 EF1740'NORTHWESTERLY 9.01 KM (5.60 MI) TO THE STATION ON THE RIGHT.
 EF1740'THE STATION IS 6.00 M (19.68 FT) EAST - NORTHEAST OF THE CENTERLINE OF
 EF1740'MARSHALL COUNTY ROAD NO. 50, 33.68 M (110.50 FT) NORTH OF A MAIL BOX
 EF1740'ON AN AUGER POST, 41.64 M (136.61 FT) NORTH - NORTHWEST OF TELEPHONE
 EF1740'CABLE POLE NO. 57, 0.73 M (2.40 FT) WEST - SOUTHWEST OF A CARSONITE
 EF1740'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1740'STATION 48 - 4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1740
 EF1740                          STATION RECOVERY (1991)
 EF1740
 EF1740'RECOVERED 1991
 EF1740'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3069 ***********************************************************************
 AA3069  DESIGNATION -  48 30
 AA3069  PID         -  AA3069
 AA3069  STATE/COUNTY-  AL/MARSHALL
 AA3069  USGS QUAD   -  GRANT (1982)
 AA3069
 AA3069                         *CURRENT SURVEY CONTROL
 AA3069  ___________________________________________________________________
 AA3069* NAD 83(1992)-  34 31 14.61223(N)    086 18 37.88553(W)     ADJUSTED  
 AA3069* NAVD 88     -       376.3    (meters)    1235.     (feet)  VERTCON   
 AA3069  ___________________________________________________________________
 AA3069  X           -     338,541.900 (meters)                     COMP
 AA3069  Y           -  -5,250,123.131 (meters)                     COMP
 AA3069  Z           -   3,594,383.264 (meters)                     COMP
 AA3069  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AA3069  ELLIP HEIGHT-         347.25  (meters)          (07/29/02) GPS OBS
 AA3069  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA3069
 AA3069  HORZ ORDER  -  FIRST
 AA3069  ELLP ORDER  -  FOURTH    CLASS I
 AA3069
 AA3069.The horizontal coordinates were established by GPS observations
 AA3069.and adjusted by the National Geodetic Survey in March 1995..
 AA3069
 AA3069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3069
 AA3069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3069
 AA3069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3069
 AA3069.The ellipsoidal height was determined by GPS observations
 AA3069.and is referenced to NAD 83.
 AA3069
 AA3069.The geoid height was determined by GEOID03.
 AA3069
 AA3069;                    North         East     Units Scale Factor Converg.
 AA3069;SPC AL E     -   445,967.853   156,187.259   MT  0.99998365   -0 16 13.5
 AA3069;UTM  16      - 3,820,111.235   563,281.039   MT  0.99964936   +0 23 26.7
 AA3069
 AA3069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3069!SPC AL E     -   0.99994549  x   0.99998365  =   0.99992914
 AA3069!UTM  16      -   0.99994549  x   0.99964936  =   0.99959487
 AA3069
 AA3069|---------------------------------------------------------------------|
 AA3069| PID    Reference Object                     Distance      Geod. Az  |
 AA3069|                                                           dddmmss.s |
 AA3069| AA3068 48 29                               398.010 METERS 17927     |
 AA3069|---------------------------------------------------------------------|
 AA3069
 AA3069                          SUPERSEDED SURVEY CONTROL
 AA3069
 AA3069  ELLIP H (03/30/95)  347.34   (m)                       GP(       ) 4 2
 AA3069  NGVD 29 (03/30/95)  376.2    (m)         1234.     (f) GPS OBS        
 AA3069
 AA3069.Superseded values are not recommended for survey control.
 AA3069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3069.See file dsdata.txt to determine how the superseded data were derived.
 AA3069
 AA3069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED6328120111(NAD 83)
 AA3069_MARKER: DD = SURVEY DISK
 AA3069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3069_SP_SET: CONCRETE POST
 AA3069_STAMPING: 48-30 1993
 AA3069_MARK LOGO: ALHD  
 AA3069_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3069+STABILITY: SURFACE MOTION
 AA3069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3069+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3069
 AA3069  HISTORY     - Date     Condition        Report By
 AA3069  HISTORY     - 1993     MONUMENTED       ALHD
 AA3069
 AA3069                          STATION DESCRIPTION
 AA3069
 AA3069'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3069'THE STATION IS IN MARSHALL COUNTY ON THE EAST RIGHT OF WAY OF A PAVED
 AA3069'COUNTY ROAD ABOUT 3.25 MI (5.23 KM) WEST OF GRANT AND ABOUT 11.95 MI
 AA3069'(19.23 KM) NORTH OF GUNTERSVILLE. TO REACH THE STATION FROM THE
 AA3069'JUNCTION OF U.S. 431 AND AL 79 NORTH (MILEPOST 309.61 ON U.S. 431 AND
 AA3069'MILEPOST 73.56 ON AL 79 NORTH) IN HENRYVILLE, DRIVE NORTH AND WEST ON
 AA3069'U.S. 431 FOR 5.95 MI (9.58 KM) TO MILEPOST 315.55 AND A PAVED COUNTY
 AA3069'ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST
 AA3069'AND NORTH FOR 3.80 MI (6.12 KM) TO A REVERSE Y-INTERSECTION WITH A
 AA3069'PAVED COUNTY ROAD LEFT AND RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD
 AA3069'AND DRIVE NORTHEAST FOR 1.10 MI (1.77 KM) TO A PAVED COUNTY ROAD
 AA3069'RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD TO AN IMMEDIATE
 AA3069'Y-INTERSECTION WITH TWO PAVED COUNTY ROADS. BEAR RIGHT ON A PAVED
 AA3069'COUNTY ROAD AND DRIVE NORTHWEST AND NORTH FOR 1.35 MI (2.17 KM) TO THE
 AA3069'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST OF A FIVE
 AA3069'STRAND ELECTRIC FENCE ON METAL POSTS, 23.1 FT (7.0 M) EAST OF THE
 AA3069'CENTER OF THE PAVED COUNTY ROAD, 149.0 FT (45.4 M) SOUTH OF A POWER
 AA3069'POLE WITH A SECURITY LIGHT, 166.1 FT (50.6 M) SOUTH-SOUTHEAST OF A
 AA3069'TELEPHONE CABLE PEDESTAL (D 74R 22), 166.5 FT (50.7 M) SOUTH-SOUTHEAST
 AA3069'OF A POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 171.0 FT (52.1 M)
 AA3069'SOUTH OF THE CENTER OF AN ORANGE DOUBLE METAL GATE, 3.2 FT (1.0 M)
 AA3069'WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3069'STATION 48-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3070 ***********************************************************************
 AA3070  DESIGNATION -  48 31
 AA3070  PID         -  AA3070
 AA3070  STATE/COUNTY-  AL/MARSHALL
 AA3070  USGS QUAD   -  SWEARENGIN (1983)
 AA3070
 AA3070                         *CURRENT SURVEY CONTROL
 AA3070  ___________________________________________________________________
 AA3070* NAD 83(1992)-  34 31 02.32943(N)    086 12 39.77619(W)     ADJUSTED  
 AA3070* NAVD 88     -       358.3    (meters)    1176.     (feet)  VERTCON   
 AA3070  ___________________________________________________________________
 AA3070  X           -     347,669.652 (meters)                     COMP
 AA3070  Y           -  -5,249,726.729 (meters)                     COMP
 AA3070  Z           -   3,594,061.231 (meters)                     COMP
 AA3070  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AA3070  ELLIP HEIGHT-         329.31  (meters)          (07/29/02) GPS OBS
 AA3070  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA3070
 AA3070  HORZ ORDER  -  FIRST
 AA3070  ELLP ORDER  -  FOURTH    CLASS I
 AA3070
 AA3070.The horizontal coordinates were established by GPS observations
 AA3070.and adjusted by the National Geodetic Survey in March 1995..
 AA3070
 AA3070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3070
 AA3070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3070
 AA3070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3070
 AA3070.The ellipsoidal height was determined by GPS observations
 AA3070.and is referenced to NAD 83.
 AA3070
 AA3070.The geoid height was determined by GEOID03.
 AA3070
 AA3070;                    North         East     Units Scale Factor Converg.
 AA3070;SPC AL E     -   445,550.763   165,319.075   MT  0.99997482   -0 12 50.5
 AA3070;UTM  16      - 3,819,799.644   572,414.117   MT  0.99966463   +0 26 49.5
 AA3070
 AA3070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3070!SPC AL E     -   0.99994831  x   0.99997482  =   0.99992313
 AA3070!UTM  16      -   0.99994831  x   0.99966463  =   0.99961296
 AA3070
 AA3070                          SUPERSEDED SURVEY CONTROL
 AA3070
 AA3070  ELLIP H (03/30/95)  329.39   (m)                       GP(       ) 4 2
 AA3070  NGVD 29 (03/30/95)  358.3    (m)         1176.     (f) GPS OBS        
 AA3070
 AA3070.Superseded values are not recommended for survey control.
 AA3070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3070.See file dsdata.txt to determine how the superseded data were derived.
 AA3070
 AA3070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7241419800(NAD 83)
 AA3070_MARKER: DD = SURVEY DISK
 AA3070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3070_SP_SET: CONCRETE POST
 AA3070_STAMPING: 48-31 1993
 AA3070_MARK LOGO: ALHD  
 AA3070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3070+STABILITY: SURFACE MOTION
 AA3070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3070+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3070
 AA3070  HISTORY     - Date     Condition        Report By
 AA3070  HISTORY     - 1993     MONUMENTED       ALHD
 AA3070
 AA3070                          STATION DESCRIPTION
 AA3070
 AA3070'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3070'THE STATION IS IN MARSHALL COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3070'MARSHALL COUNTY ROAD 613 ABOUT 2.45 MI (3.94 KM) EAST OF GRANT AND
 AA3070'ABOUT 12.80 MI (20.60 KM) NORTH-NORTHEAST OF GUNTERSVILLE. TO REACH
 AA3070'THE STATION FROM THE JUNCTION OF U.S. 431 AND AL 79 NORTH (MILEPOST
 AA3070'309.61 ON U.S. 431 AND MILEPOST 73.56 ON AL 79) IN HENRYVILLE, DRIVE
 AA3070'NORTHEAST ON AL 79 FOR 7.25 MI (11.67 KM) TO MILEPOST 80.80 AND
 AA3070'MARSHALL COUNTY ROAD 613 LEFT. TURN LEFT ON MARSHALL COUNTY ROAD 613
 AA3070'AND DRIVE WEST FOR 2.00 MI (3.22 KM) TO THE STATION ON THE LEFT. THE
 AA3070'STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE
 AA3070'ON OLD WOOD POSTS AND RUSTY METAL POSTS, 28.0 FT (8.5 M) SOUTHWEST OF
 AA3070'THE CENTER OF MARSHALL COUNTY ROAD 613, 90.8 FT (27.7 M) SOUTHEAST OF
 AA3070'THE NORTHWEST FENCE CORNER OF A BARBED WIRE FENCE ON OLD WOOD POSTS
 AA3070'AND RUSTY METAL POSTS, 99.0 FT (30.2 M) NORTHWEST OF A JUNCTION POWER
 AA3070'AND CABLE POLE WITH TWO GUY WIRES, 115.0 FT (35.1 M) SOUTHEAST OF THE
 AA3070'CENTER OF A GRAVEL ROAD, 2.9 FT (0.9 M) NORTHEAST OF A CARSONITE
 AA3070'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 48-32 1993 MAY BE
 AA3070'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3071 ***********************************************************************
 AA3071  DESIGNATION -  48 32
 AA3071  PID         -  AA3071
 AA3071  STATE/COUNTY-  AL/MARSHALL
 AA3071  USGS QUAD   -  SWEARENGIN (1983)
 AA3071
 AA3071                         *CURRENT SURVEY CONTROL
 AA3071  ___________________________________________________________________
 AA3071* NAD 83(1992)-  34 30 57.70482(N)    086 12 17.93813(W)     ADJUSTED  
 AA3071* NAVD 88     -       361.1    (meters)    1185.     (feet)  VERTCON   
 AA3071  ___________________________________________________________________
 AA3071  X           -     348,230.956 (meters)                     COMP
 AA3071  Y           -  -5,249,772.761 (meters)                     COMP
 AA3071  Z           -   3,593,945.388 (meters)                     COMP
 AA3071  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AA3071  ELLIP HEIGHT-         332.10  (meters)          (07/29/02) GPS OBS
 AA3071  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA3071
 AA3071  HORZ ORDER  -  FIRST
 AA3071  ELLP ORDER  -  FOURTH    CLASS I
 AA3071
 AA3071.The horizontal coordinates were established by GPS observations
 AA3071.and adjusted by the National Geodetic Survey in March 1995..
 AA3071
 AA3071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3071
 AA3071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3071
 AA3071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3071
 AA3071.The ellipsoidal height was determined by GPS observations
 AA3071.and is referenced to NAD 83.
 AA3071
 AA3071.The geoid height was determined by GEOID03.
 AA3071
 AA3071;                    North         East     Units Scale Factor Converg.
 AA3071;SPC AL E     -   445,406.199   165,875.531   MT  0.99997435   -0 12 38.1
 AA3071;UTM  16      - 3,819,661.553   572,972.031   MT  0.99966563   +0 27 01.8
 AA3071
 AA3071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3071!SPC AL E     -   0.99994787  x   0.99997435  =   0.99992222
 AA3071!UTM  16      -   0.99994787  x   0.99966563  =   0.99961352
 AA3071
 AA3071                          SUPERSEDED SURVEY CONTROL
 AA3071
 AA3071  ELLIP H (03/30/95)  332.19   (m)                       GP(       ) 4 2
 AA3071  NGVD 29 (03/30/95)  361.1    (m)         1185.     (f) GPS OBS        
 AA3071
 AA3071.Superseded values are not recommended for survey control.
 AA3071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3071.See file dsdata.txt to determine how the superseded data were derived.
 AA3071
 AA3071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7297219662(NAD 83)
 AA3071_MARKER: DD = SURVEY DISK
 AA3071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3071_SP_SET: CONCRETE POST
 AA3071_STAMPING: 48-32 1993
 AA3071_MARK LOGO: ALHD  
 AA3071_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3071+STABILITY: SURFACE MOTION
 AA3071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3071+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3071
 AA3071  HISTORY     - Date     Condition        Report By
 AA3071  HISTORY     - 1993     MONUMENTED       ALHD
 AA3071
 AA3071                          STATION DESCRIPTION
 AA3071
 AA3071'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3071'THE STATION IS IN MARSHALL COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3071'MARSHALL COUNTY ROAD 613 ABOUT 2.80 MI (4.51 KM) EAST OF GRANT AND
 AA3071'ABOUT 12.90 MI (20.76 KM) NORTH-NORTHEAST OF GUNTERSVILLE. TO REACH
 AA3071'THE STATION FROM THE JUNCTION OF U.S. 431 AND AL 79 NORTH (MILEPOST
 AA3071'309.61 ON U.S. 431 AND MILEPOST 73.56 ON AL 79) IN HENRYVILLE, DRIVE
 AA3071'NORTHEAST ON AL 79 FOR 7.25 MI (11.67 KM) TO MILEPOST 80.80 AND
 AA3071'MARSHALL COUNTY ROAD 613 LEFT. TURN LEFT ON MARSHALL COUNTY ROAD 613
 AA3071'AND DRIVE WEST FOR 1.65 MI (2.66 KM) TO THE STATION ON THE LEFT. THE
 AA3071'STATION IS 3.0 FT (0.9 M) NORTH OF A FIVE STRAND BARBED WIRE FENCE ON
 AA3071'RUSTY METAL POSTS, 20.0 FT (6.1 M) SOUTH OF THE CENTER OF MARSHALL
 AA3071'COUNTY ROAD 613, 120.5 FT (36.7 M) SOUTHEAST OF A JUNCTION POWER AND
 AA3071'CABLE POLE WITH ONE TRANSFORMER, 130.0 FT (39.6 M) WEST-SOUTHWEST OF A
 AA3071'BLACK METAL MAILBOX ON A FOUR BY FOUR WOOD POST (943), 130.2 FT (39.7
 AA3071'M) SOUTH OF A SECURITY LIGHT POLE ACROSS THE ROAD, 3.2 FT (1.0 M)
 AA3071'NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3071'STATION 48-31 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1741 ***********************************************************************
 EF1741  DESIGNATION -  48 4
 EF1741  PID         -  EF1741
 EF1741  STATE/COUNTY-  AL/MARSHALL
 EF1741  USGS QUAD   -  ALBERTVILLE (1983)
 EF1741
 EF1741                         *CURRENT SURVEY CONTROL
 EF1741  ___________________________________________________________________
 EF1741* NAD 83(1992)-  34 20 39.40876(N)    086 12 42.20241(W)     ADJUSTED  
 EF1741* NAVD 88     -       324.9    (meters)    1066.     (feet)  VERTCON   
 EF1741  ___________________________________________________________________
 EF1741  X           -     348,323.153 (meters)                     COMP
 EF1741  Y           -  -5,260,532.864 (meters)                     COMP
 EF1741  Z           -   3,578,209.557 (meters)                     COMP
 EF1741  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 EF1741  ELLIP HEIGHT-         295.75  (meters)          (07/29/02) GPS OBS
 EF1741  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EF1741
 EF1741  HORZ ORDER  -  FIRST
 EF1741  ELLP ORDER  -  FOURTH    CLASS I
 EF1741
 EF1741.The horizontal coordinates were established by GPS observations
 EF1741.and adjusted by the National Geodetic Survey in December 1992..
 EF1741
 EF1741.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1741.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1741
 EF1741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1741
 EF1741.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1741
 EF1741.The ellipsoidal height was determined by GPS observations
 EF1741.and is referenced to NAD 83.
 EF1741
 EF1741.The geoid height was determined by GEOID03.
 EF1741
 EF1741;                    North         East     Units Scale Factor Converg.
 EF1741;SPC AL E     -   426,356.968   165,185.522   MT  0.99997493   -0 12 48.5
 EF1741;UTM  16      - 3,800,611.538   572,501.525   MT  0.99966479   +0 26 41.1
 EF1741
 EF1741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1741!SPC AL E     -   0.99995358  x   0.99997493  =   0.99992851
 EF1741!UTM  16      -   0.99995358  x   0.99966479  =   0.99961838
 EF1741
 EF1741|---------------------------------------------------------------------|
 EF1741| PID    Reference Object                     Distance      Geod. Az  |
 EF1741|                                                           dddmmss.s |
 EF1741| EF1740 48 3                                337.448 METERS 22514     |
 EF1741|---------------------------------------------------------------------|
 EF1741
 EF1741                          SUPERSEDED SURVEY CONTROL
 EF1741
 EF1741  ELLIP H (12/04/92)  295.83   (m)                       GP(       ) 4 1
 EF1741  NAD 83(1992)-  34 20 39.41840(N)    086 12 42.20206(W) AD(       ) 1
 EF1741  NGVD 29 (12/04/92)  324.9    (m)         1066.     (f) GPS OBS        
 EF1741
 EF1741.Superseded values are not recommended for survey control.
 EF1741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1741.See file dsdata.txt to determine how the superseded data were derived.
 EF1741
 EF1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7250200612(NAD 83)
 EF1741_MARKER: DD = SURVEY DISK
 EF1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1741_SP_SET: CONCRETE POST
 EF1741_STAMPING: 48 - 4 1990
 EF1741_MARK LOGO: ALHD  
 EF1741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1741+STABILITY: SURFACE MOTION
 EF1741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1741+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1991
 EF1741
 EF1741  HISTORY     - Date     Condition        Report By
 EF1741  HISTORY     - 1990     MONUMENTED       ALHD
 EF1741  HISTORY     - 19910228 GOOD
 EF1741
 EF1741                          STATION DESCRIPTION
 EF1741
 EF1741'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1741'THE STATION IS LOCATED IN MARSHALL COUNTY ON THE SOUTHEAST RIGHT OF
 EF1741'WAY OF MARSHALL COUNTY PAVED ROAD, ABOUT 8.53 KM (5.30 MI) EAST OF
 EF1741'GUNTERSVILLE AND ABOUT 8.45 KM (5.25 MI) NORTH OF ALBERTVILLE.
 EF1741'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 75 IN
 EF1741'ALBERTVILLE, DRIVE NORTHEAST ON ALA 75 6.28 KM (3.90 MI) TO MILE POST
 EF1741'62.60 AND A PAVED CROSS ROAD WITH ALA 68 RIGHT AND MARSHALL COUNTY
 EF1741'ROAD NO. 50 LEFT, TURN LEFT ON MARSHALL COUNTY ROAD NO. 50 AND DRIVE
 EF1741'NORTHWESTERLY 8.91 KM (5.54 MI) TO A PAVED COUNTY ROAD RIGHT, TURN
 EF1741'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEASTERLY 0.40 KM
 EF1741'(0.25 MI) TO THE STATION ON THE RIGHT.
 EF1741'THE STATION IS 7.32 M (24.02 FT) SOUTHEAST OF THE CENTER OF THE PAVED
 EF1741'COUNTY ROAD, 14.51 M (47.60 FT) SOUTHEAST OF A CROSS TIE FENCE POST
 EF1741'ACROSS THE PAVED COUNTY ROAD, 32.92 M (108.01 FT) EAST OF A 15 INCH
 EF1741'PINE TREE IN THE SOUTHWEST CORNER OF A PASTURE ACROSS THE PAVED
 EF1741'COUNTY ROAD, 0.73 M (2.40 FT) NORTH - NORTHWEST OF A CARSONITE
 EF1741'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1741'STATION 48 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1741
 EF1741                          STATION RECOVERY (1991)
 EF1741
 EF1741'RECOVERED 1991
 EF1741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1742 ***********************************************************************
 EF1742  DESIGNATION -  48 5
 EF1742  PID         -  EF1742
 EF1742  STATE/COUNTY-  AL/MARSHALL
 EF1742  USGS QUAD   -  SWEARENGIN (1983)
 EF1742
 EF1742                         *CURRENT SURVEY CONTROL
 EF1742  ___________________________________________________________________
 EF1742* NAD 83(1992)-  34 34 20.86522(N)    086 10 47.53169(W)     ADJUSTED  
 EF1742* NAVD 88     -       405.9    (meters)    1332.     (feet)  VERTCON   
 EF1742  ___________________________________________________________________
 EF1742  X           -     350,297.844 (meters)                     COMP
 EF1742  Y           -  -5,246,114.170 (meters)                     COMP
 EF1742  Z           -   3,599,127.528 (meters)                     COMP
 EF1742  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 EF1742  ELLIP HEIGHT-         376.76  (meters)          (07/29/02) GPS OBS
 EF1742  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EF1742
 EF1742  HORZ ORDER  -  FIRST
 EF1742  ELLP ORDER  -  FOURTH    CLASS I
 EF1742
 EF1742.The horizontal coordinates were established by GPS observations
 EF1742.and adjusted by the National Geodetic Survey in December 1992..
 EF1742
 EF1742.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1742.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1742
 EF1742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1742
 EF1742.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1742
 EF1742.The ellipsoidal height was determined by GPS observations
 EF1742.and is referenced to NAD 83.
 EF1742
 EF1742.The geoid height was determined by GEOID03.
 EF1742
 EF1742;                    North         East     Units Scale Factor Converg.
 EF1742;SPC AL E     -   451,658.090   168,202.852   MT  0.99997246   -0 11 47.9
 EF1742;UTM  16      - 3,825,937.980   575,226.320   MT  0.99966975   +0 27 55.5
 EF1742
 EF1742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1742!SPC AL E     -   0.99994086  x   0.99997246  =   0.99991332
 EF1742!UTM  16      -   0.99994086  x   0.99966975  =   0.99961063
 EF1742
 EF1742:                Primary Azimuth Mark                     Grid Az
 EF1742:SPC AL E     -  GUNTER 2 RESET                           127 10 50.7
 EF1742:UTM  16      -  GUNTER 2 RESET                           126 31 07.3
 EF1742
 EF1742|---------------------------------------------------------------------|
 EF1742| PID    Reference Object                     Distance      Geod. Az  |
 EF1742|                                                           dddmmss.s |
 EF1742| EF1795 GUNTER 2 RESET                      429.089 METERS 1265902.8 |
 EF1742|---------------------------------------------------------------------|
 EF1742
 EF1742                          SUPERSEDED SURVEY CONTROL
 EF1742
 EF1742  ELLIP H (12/04/92)  376.85   (m)                       GP(       ) 4 1
 EF1742  NAD 83(1992)-  34 34 20.87567(N)    086 10 47.53142(W) AD(       ) 1
 EF1742  NGVD 29 (12/04/92)  405.9    (m)         1332.     (f) GPS OBS        
 EF1742
 EF1742.Superseded values are not recommended for survey control.
 EF1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1742.See file dsdata.txt to determine how the superseded data were derived.
 EF1742
 EF1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED7522625938(NAD 83)
 EF1742_MARKER: DD = SURVEY DISK
 EF1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1742_SP_SET: CONCRETE POST
 EF1742_STAMPING: 48 - 5 1990
 EF1742_MARK LOGO: ALHD  
 EF1742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1742+STABILITY: SURFACE MOTION
 EF1742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1742+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1991
 EF1742
 EF1742  HISTORY     - Date     Condition        Report By
 EF1742  HISTORY     - 1990     MONUMENTED       ALHD
 EF1742  HISTORY     - 19910207 GOOD
 EF1742
 EF1742                          STATION DESCRIPTION
 EF1742
 EF1742'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1742'THE STATION IS LOCATED IN MARSHALL COUNTY ON THE WEST RIGHT OF WAY OF
 EF1742'A PAVED MARSHALL COUNTY ROAD, ABOUT 8.37 KM (5.20 MI) NORTHEAST OF
 EF1742'GRANT AND ABOUT 29.13 KM (18.10 MI) NORTH - NORTHEAST OF
 EF1742'GUNTERSVILLE.
 EF1742'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND JACKSON COUNTY
 EF1742'ROAD NO. 6, MILE POST 124.80 ON U. S. 72, AT THE LOG CABIN STORE,
 EF1742'DRIVE SOUTHERLY ON JACKSON COUNTY ROAD NO. 6 0.56 KM (0.35 MI) TO A Y
 EF1742'INTERSECTION WITH JACKSON COUNTY ROAD NO 6 SIGNED IN BOTH DIRECTIONS,
 EF1742'BEAR LEFT AND DRIVE SOUTHERLY 4.75 KM (2.95 MI) TO A PAVED COUNTY
 EF1742'ROAD LEFT IN A SHARP CURVE TO THE RIGHT, TURN LEFT ON THE PAVED
 EF1742'COUNTY ROAD AND DRIVE SOUTHEASTERLY 4.18 KM (2.60 MI) TO A PAVED
 EF1742'CROSS ROAD WITH MARSHALL COUNTY ROAD NO. 77 LEFT AND RIGHT, NOT
 EF1742'SIGNED, TURN LEFT AND DRIVE NORTHEASTERLY 1.05 KM (0.65 MI) TO A
 EF1742'PAVED COUNTY ROAD LEFT, TURN LEFT AND DRIVE NORTH 0.56 KM (0.35 MI)
 EF1742'TO THE STATION ON THE LEFT.
 EF1742'THE STATION IS LOCATED IN THE FRONT YARD OF A BEIGE FRAME HOUSE, 1.52
 EF1742'M (4.99 FT) SOUTH OF THE SOUTHEAST CORNER OF A PASTURE FENCE, 5.49 M
 EF1742'(18.01 FT) WEST OF THE CENTER OF THE PAVED COUNTY ROAD, 16.61 M
 EF1742'(54.49 FT) NORTH - NORTHWEST OF THE NORTH END OF A 12 INCH CONCRETE
 EF1742'PIPE UNDER A GRAVEL DRIVEWAY, 19.35 M (63.48 FT) NORTH OF THE CENTER
 EF1742'OF A GRAVEL DRIVEWAY, 1.40 M (4.59 FT) SOUTH OF A CARSONITE WITNESS
 EF1742'POST, AND SET FLUSH WITH THE GROUND.
 EF1742'TRIANGULATION STATION GUNTER 2 1934 - 1965 MAY BE USED AS AN AZIMUTN
 EF1742'FOR THIS STATION.
 EF1742
 EF1742                          STATION RECOVERY (1991)
 EF1742
 EF1742'RECOVERED 1991
 EF1742'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3045 ***********************************************************************
 AA3045  DESIGNATION -  48 6
 AA3045  PID         -  AA3045
 AA3045  STATE/COUNTY-  AL/MARSHALL
 AA3045  USGS QUAD   -  DOUGLAS (1984)
 AA3045
 AA3045                         *CURRENT SURVEY CONTROL
 AA3045  ___________________________________________________________________
 AA3045* NAD 83(1992)-  34 10 00.55528(N)    086 20 12.81313(W)     ADJUSTED  
 AA3045* NAVD 88     -       284.8    (meters)     934.     (feet)  VERTCON   
 AA3045  ___________________________________________________________________
 AA3045  X           -     337,535.889 (meters)                     COMP
 AA3045  Y           -  -5,272,306.417 (meters)                     COMP
 AA3045  Z           -   3,561,915.905 (meters)                     COMP
 AA3045  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA3045  ELLIP HEIGHT-         255.63  (meters)          (07/29/02) GPS OBS
 AA3045  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA3045
 AA3045  HORZ ORDER  -  FIRST
 AA3045  ELLP ORDER  -  FOURTH    CLASS I
 AA3045
 AA3045.The horizontal coordinates were established by GPS observations
 AA3045.and adjusted by the National Geodetic Survey in March 1995..
 AA3045
 AA3045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3045
 AA3045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3045
 AA3045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3045
 AA3045.The ellipsoidal height was determined by GPS observations
 AA3045.and is referenced to NAD 83.
 AA3045
 AA3045.The geoid height was determined by GEOID03.
 AA3045
 AA3045;                    North         East     Units Scale Factor Converg.
 AA3045;SPC AL E     -   406,722.452   153,571.564   MT  0.99998656   -0 16 58.1
 AA3045;UTM  16      - 3,780,851.627   561,117.078   MT  0.99964604   +0 22 20.7
 AA3045
 AA3045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3045!SPC AL E     -   0.99995987  x   0.99998656  =   0.99994643
 AA3045!UTM  16      -   0.99995987  x   0.99964604  =   0.99960593
 AA3045
 AA3045                          SUPERSEDED SURVEY CONTROL
 AA3045
 AA3045  ELLIP H (03/30/95)  255.71   (m)                       GP(       ) 4 2
 AA3045  NGVD 29 (03/30/95)  284.8    (m)          934.     (f) GPS OBS        
 AA3045
 AA3045.Superseded values are not recommended for survey control.
 AA3045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3045.See file dsdata.txt to determine how the superseded data were derived.
 AA3045
 AA3045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6111780852(NAD 83)
 AA3045_MARKER: DD = SURVEY DISK
 AA3045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3045_SP_SET: CONCRETE POST
 AA3045_STAMPING: 48-6 1993
 AA3045_MARK LOGO: ALHD  
 AA3045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3045+STABILITY: SURFACE MOTION
 AA3045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3045+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2001
 AA3045
 AA3045  HISTORY     - Date     Condition        Report By
 AA3045  HISTORY     - 1993     MONUMENTED       ALHD
 AA3045  HISTORY     - 20010711 MARK NOT FOUND   ALHD
 AA3045
 AA3045                          STATION DESCRIPTION
 AA3045
 AA3045'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3045'THE STATION IS IN MARSHALL COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL
 AA3045'75 IN DOUGLAS. TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND
 AA3045'AL 75 (MILEPOST 294.32 ON U.S. 431 AND MILEPOST 58.92 ON AL 75) IN
 AA3045'ALBERTVILLE, DRIVE SOUTHWEST ON AL 75 FOR 11.00 MI (17.70 KM) TO
 AA3045'MILEPOST 47.90 AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT
 AA3045'(0.9 M) SOUTHEAST OF A WOOD BOARD FENCE PAINTED BLACK, 56.3 FT (17.2
 AA3045'M) NORTHWEST OF THE CENTERLINE OF AL 75, 69.3 FT (21.1 M)
 AA3045'EAST-NORTHEAST OF A CABLE POLE, 75.8 FT (23.1 M) WEST OF A BLACK METAL
 AA3045'MAILBOX ON A WHITE FOUR BY FOUR WOOD POST, 103.2 FT (31.5 M) WEST OF
 AA3045'THE SOUTHWEST OF TWO THREE FOOT WHITE WOODEN REFLECTOR POSTS ON EACH
 AA3045'SIDE OF A GRAVEL DRIVEWAY, 114.6 FT (34.9 M) WEST-SOUTHWEST OF THE
 AA3045'CENTER OF A GRAVEL DRIVEWAY LEADING TO A BRICK HOME, 128.3 FT (39.1 M)
 AA3045'WEST-SOUTHWEST OF THE NORTHEAST OF TWO THREE FOOT WHITE WOODEN
 AA3045'REFLECTOR POSTS ON EACH SIDE OF A GRAVEL DRIVEWAY, 3.2 FT (1.0 M)
 AA3045'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA3045'STATION 48-7 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3045
 AA3045                          STATION RECOVERY (2001)
 AA3045
 AA3045'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA3045'AREA BETWEEN THE TWO ROADS IS NOW A PLOWED GARDEN AND FRONT LAWNS THAT
 AA3045'HAVE BEEN LANDSCAPED - MARK IS PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3046 ***********************************************************************
 AA3046  DESIGNATION -  48 7
 AA3046  PID         -  AA3046
 AA3046  STATE/COUNTY-  AL/MARSHALL
 AA3046  USGS QUAD   -  DOUGLAS (1984)
 AA3046
 AA3046                         *CURRENT SURVEY CONTROL
 AA3046  ___________________________________________________________________
 AA3046* NAD 83(1992)-  34 10 10.81475(N)    086 19 53.12651(W)     ADJUSTED  
 AA3046* NAVD 88     -       290.2    (meters)     952.     (feet)  VERTCON   
 AA3046  ___________________________________________________________________
 AA3046  X           -     338,028.020 (meters)                     COMP
 AA3046  Y           -  -5,272,101.451 (meters)                     COMP
 AA3046  Z           -   3,562,180.504 (meters)                     COMP
 AA3046  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AA3046  ELLIP HEIGHT-         261.03  (meters)          (07/29/02) GPS OBS
 AA3046  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA3046
 AA3046  HORZ ORDER  -  FIRST
 AA3046  ELLP ORDER  -  FOURTH    CLASS I
 AA3046
 AA3046.The horizontal coordinates were established by GPS observations
 AA3046.and adjusted by the National Geodetic Survey in March 1995..
 AA3046
 AA3046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3046
 AA3046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3046
 AA3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3046
 AA3046.The ellipsoidal height was determined by GPS observations
 AA3046.and is referenced to NAD 83.
 AA3046
 AA3046.The geoid height was determined by GEOID03.
 AA3046
 AA3046;                    North         East     Units Scale Factor Converg.
 AA3046;SPC AL E     -   407,036.090   154,077.311   MT  0.99998599   -0 16 47.1
 AA3046;UTM  16      - 3,781,170.919   561,619.035   MT  0.99964680   +0 22 31.9
 AA3046
 AA3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3046!SPC AL E     -   0.99995902  x   0.99998599  =   0.99994502
 AA3046!UTM  16      -   0.99995902  x   0.99964680  =   0.99960584
 AA3046
 AA3046                          SUPERSEDED SURVEY CONTROL
 AA3046
 AA3046  ELLIP H (03/30/95)  261.11   (m)                       GP(       ) 4 2
 AA3046  NGVD 29 (03/30/95)  290.1    (m)          952.     (f) GPS OBS        
 AA3046
 AA3046.Superseded values are not recommended for survey control.
 AA3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3046.See file dsdata.txt to determine how the superseded data were derived.
 AA3046
 AA3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6161981171(NAD 83)
 AA3046_MARKER: DD = SURVEY DISK
 AA3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3046_SP_SET: CONCRETE POST
 AA3046_STAMPING: 48-7 1993
 AA3046_MARK LOGO: ALHD  
 AA3046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3046+STABILITY: SURFACE MOTION
 AA3046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3046+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2001
 AA3046
 AA3046  HISTORY     - Date     Condition        Report By
 AA3046  HISTORY     - 1993     MONUMENTED       ALHD
 AA3046  HISTORY     - 20010711 GOOD             ALHD
 AA3046
 AA3046                          STATION DESCRIPTION
 AA3046
 AA3046'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3046'THE STATION IS IN MARSHALL COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL
 AA3046'75 IN DOUGLAS. TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND
 AA3046'AL 75 (MILEPOST 294.32 ON U.S. 431 AND MILEPOST 58.92 ON AL 75) IN
 AA3046'ALBERTVILLE, DRIVE SOUTHWEST ON AL 75 FOR 10.65 MI (17.14 KM) TO
 AA3046'MILEPOST 48.25 AND THE STATION ON THE RIGHT. THE STATION IS 33.5 FT
 AA3046'(10.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF AL 75, 35.4 FT (10.8 M)
 AA3046'WEST-SOUTHWEST OF THE CENTER OF THE NORTHEAST GRAVEL DRIVEWAY TO
 AA3046'GOLDEN HEIGHTS BAPTIST CHURCH, 46.9 FT (14.3 M) EAST OF THE SOUTHEAST
 AA3046'POST OF A GOLDEN HEIGHTS BAPTIST CHURCH SIGN, 51.4 FT (15.7 M) EAST OF
 AA3046'THE NORTHWEST POST OF A GOLDEN HEIGHTS BAPTIST CHURCH SIGN, 56.3 FT
 AA3046'(17.2 M) EAST-NORTHEAST OF THE CENTER OF THE SOUTHWEST GRAVEL DRIVEWAY
 AA3046'TO GOLDEN HEIGHTS BAPTIST CHURCH, 72.0 FT (21.9 M) EAST-NORTHEAST OF A
 AA3046'CABLE POLE, 115.4 FT (35.2 M) SOUTH OF THE SOUTHEAST CORNER OF GOLDEN
 AA3046'HEIGHTS BAPTIST CHURCH, 1.6 FT (0.5 M) SOUTHEAST OF A CARSONITE
 AA3046'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 48-6 1993 MAY BE
 AA3046'USED AS AN AZIMUTH FOR THIS STATION.
 AA3046
 AA3046                          STATION RECOVERY (2001)
 AA3046
 AA3046'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA3046'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3047 ***********************************************************************
 AA3047  DESIGNATION -  48 8
 AA3047  PID         -  AA3047
 AA3047  STATE/COUNTY-  AL/MARSHALL
 AA3047  USGS QUAD   -  ARAB (1973)
 AA3047
 AA3047                         *CURRENT SURVEY CONTROL
 AA3047  ___________________________________________________________________
 AA3047* NAD 83(1992)-  34 15 32.46773(N)    086 25 31.47257(W)     ADJUSTED  
 AA3047* NAVD 88     -       201.0    (meters)     659.     (feet)  VERTCON   
 AA3047  ___________________________________________________________________
 AA3047  X           -     329,027.429 (meters)                     COMP
 AA3047  Y           -  -5,267,013.146 (meters)                     COMP
 AA3047  Z           -   3,570,326.571 (meters)                     COMP
 AA3047  LAPLACE CORR-          -3.12  (seconds)                    DEFLEC99
 AA3047  ELLIP HEIGHT-         172.02  (meters)          (07/29/02) GPS OBS
 AA3047  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA3047
 AA3047  HORZ ORDER  -  FIRST
 AA3047  ELLP ORDER  -  FOURTH    CLASS I
 AA3047
 AA3047.The horizontal coordinates were established by GPS observations
 AA3047.and adjusted by the National Geodetic Survey in March 1995..
 AA3047
 AA3047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3047
 AA3047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3047
 AA3047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3047
 AA3047.The ellipsoidal height was determined by GPS observations
 AA3047.and is referenced to NAD 83.
 AA3047
 AA3047.The geoid height was determined by GEOID03.
 AA3047
 AA3047;                    North         East     Units Scale Factor Converg.
 AA3047;SPC AL E     -   416,993.237   145,469.616   MT  0.99999664   -0 19 59.9
 AA3047;UTM  16      - 3,791,025.403   552,900.959   MT  0.99963450   +0 19 24.5
 AA3047
 AA3047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3047!SPC AL E     -   0.99997300  x   0.99999664  =   0.99996964
 AA3047!UTM  16      -   0.99997300  x   0.99963450  =   0.99960751
 AA3047
 AA3047:                Primary Azimuth Mark                     Grid Az
 AA3047:SPC AL E     -  48 9                                     044 19 13.6
 AA3047:UTM  16      -  48 9                                     043 39 49.2
 AA3047
 AA3047|---------------------------------------------------------------------|
 AA3047| PID    Reference Object                     Distance      Geod. Az  |
 AA3047|                                                           dddmmss.s |
 AA3047| AA3048 48 9                                457.998 METERS 0435913.7 |
 AA3047|---------------------------------------------------------------------|
 AA3047
 AA3047                          SUPERSEDED SURVEY CONTROL
 AA3047
 AA3047  ELLIP H (03/30/95)  172.10   (m)                       GP(       ) 4 2
 AA3047  NGVD 29 (03/30/95)  201.0    (m)          659.     (f) GPS OBS        
 AA3047
 AA3047.Superseded values are not recommended for survey control.
 AA3047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3047.See file dsdata.txt to determine how the superseded data were derived.
 AA3047
 AA3047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5290191025(NAD 83)
 AA3047_MARKER: DD = SURVEY DISK
 AA3047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3047_SP_SET: CONCRETE POST
 AA3047_STAMPING: 48-8 1993
 AA3047_MARK LOGO: ALHD  
 AA3047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3047+STABILITY: SURFACE MOTION
 AA3047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3047+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 AA3047
 AA3047  HISTORY     - Date     Condition        Report By
 AA3047  HISTORY     - 1993     MONUMENTED       ALHD
 AA3047  HISTORY     - 20040331 GOOD             ALHD
 AA3047
 AA3047                          STATION DESCRIPTION
 AA3047
 AA3047'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3047'THE STATION IS IN MARSHALL COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA3047'COUNTY ROAD ABOUT 5.60 MI (9.01 KM) SOUTHEAST OF ARAB AND ABOUT 9.20
 AA3047'MI (14.81 KM) SOUTHWEST OF GUNTERSVILLE. TO REACH THE STATION FROM THE
 AA3047'JUNCTION OF U.S. 431 AND AL 79 SOUTH (MILEPOST 302.25 ON U.S. 431 AND
 AA3047'MILEPOST 66.19 ON AL 79) IN GUNTERSVILLE, DRIVE SOUTHWEST ON AL 79 FOR
 AA3047'1.85 MI (2.98 KM) TO MILEPOST 64.35 AND A PAVED COUNTY ROAD RIGHT.
 AA3047'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST AND SOUTHWEST FOR
 AA3047'5.00 MI (8.05 KM) TO A T-INTERSECTION WITH MARSHALL COUNTY ROAD 14
 AA3047'LEFT AND RIGHT. TURN LEFT ON MARSHALL COUNTY ROAD 14 AND DRIVE
 AA3047'SOUTHWEST FOR 2.30 MI (3.70 KM) TO A PAVED COUNTY ROAD RIGHT. TURN
 AA3047'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR 0.15 MI (0.24 KM) TO
 AA3047'THE STATION ON THE RIGHT. THE STATION IS 3.8 FT (1.2 M) SOUTH OF A
 AA3047'FIVE STRAND STRAIGHT WIRE FENCE ON WOOD POSTS, 22.1 FT (6.7 M) NORTH
 AA3047'OF THE CENTER OF A PAVED COUNTY ROAD, 136.5 FT (41.6 M) WEST OF A
 AA3047'POWER AND CABLE POLE, 178.0 FT (54.3 M) EAST OF A POWER AND CABLE
 AA3047'POLE, 195.4 FT (59.6 M) EAST OF A GRAVEL DRIVEWAY LEADING TO A GRAY
 AA3047'WOOD FRAME HOUSE WITH A TIN ROOF, 3.8 FT (1.2 M) WEST OF A CARSONITE
 AA3047'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 48-9 1993 MAY BE
 AA3047'USED AS AN AZIMUTH FOR THIS STATION.
 AA3047
 AA3047                          STATION RECOVERY (2004)
 AA3047
 AA3047'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA3047'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3048 ***********************************************************************
 AA3048  FBN         -  This is a Federal Base Network Control Station.
 AA3048  DESIGNATION -  48 9
 AA3048  PID         -  AA3048
 AA3048  STATE/COUNTY-  AL/MARSHALL
 AA3048  USGS QUAD   -  ARAB (1973)
 AA3048
 AA3048                         *CURRENT SURVEY CONTROL
 AA3048  ___________________________________________________________________
 AA3048* NAD 83(1992)-  34 15 43.16196(N)    086 25 19.03957(W)     ADJUSTED  
 AA3048* NAVD 88     -       197.1    (meters)     647.     (feet)  GPS OBS   
 AA3048  ___________________________________________________________________
 AA3048  X           -     329,333.128 (meters)                     COMP
 AA3048  Y           -  -5,266,804.921 (meters)                     COMP
 AA3048  Z           -   3,570,596.717 (meters)                     COMP
 AA3048  LAPLACE CORR-          -2.94  (seconds)                    DEFLEC99
 AA3048  ELLIP HEIGHT-         168.10  (meters)          (08/29/05) GPS OBS
 AA3048  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA3048
 AA3048  HORZ ORDER  -  A
 AA3048  ELLP ORDER  -  FOURTH    CLASS I
 AA3048
 AA3048.The horizontal coordinates were established by GPS observations
 AA3048.and adjusted by the National Geodetic Survey in August 2005..
 AA3048
 AA3048.The orthometric height was determined by GPS observations and a
 AA3048.high-resolution geoid model.
 AA3048
 AA3048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3048
 AA3048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3048
 AA3048.The ellipsoidal height was determined by GPS observations
 AA3048.and is referenced to NAD 83.
 AA3048
 AA3048.The geoid height was determined by GEOID03.
 AA3048
 AA3048;                    North         East     Units Scale Factor Converg.
 AA3048;SPC AL E     -   417,320.907   145,789.605   MT  0.99999621   -0 19 53.0
 AA3048;UTM  16      - 3,791,356.600   553,217.056   MT  0.99963491   +0 19 31.6
 AA3048
 AA3048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3048!SPC AL E     -   0.99997361  x   0.99999621  =   0.99996982
 AA3048!UTM  16      -   0.99997361  x   0.99963491  =   0.99960853
 AA3048
 AA3048:                Primary Azimuth Mark                     Grid Az
 AA3048:SPC AL E     -  48 8                                     224 19 13.7
 AA3048:UTM  16      -  48 8                                     223 39 49.1
 AA3048
 AA3048|---------------------------------------------------------------------|
 AA3048| PID    Reference Object                     Distance      Geod. Az  |
 AA3048|                                                           dddmmss.s |
 AA3048| AA3047 48 8                                457.998 METERS 2235920.7 |
 AA3048|---------------------------------------------------------------------|
 AA3048
 AA3048                          SUPERSEDED SURVEY CONTROL
 AA3048
 AA3048  ELLIP H (07/29/02)  168.06   (m)                       GP(       ) 4 1
 AA3048  NAD 83(1992)-  34 15 43.16223(N)    086 25 19.03927(W) AD(       ) 1
 AA3048  ELLIP H (03/30/95)  168.14   (m)                       GP(       ) 4 2
 AA3048  NGVD 29 (03/30/95)  197.1    (m)          647.     (f) GPS OBS        
 AA3048
 AA3048.Superseded values are not recommended for survey control.
 AA3048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3048.See file dsdata.txt to determine how the superseded data were derived.
 AA3048
 AA3048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5321791357(NAD 83)
 AA3048_MARKER: DD = SURVEY DISK
 AA3048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3048_SP_SET: CONCRETE POST
 AA3048_STAMPING: 48-9 1993
 AA3048_MARK LOGO: ALHD  
 AA3048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3048+STABILITY: SURFACE MOTION
 AA3048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3048+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 AA3048
 AA3048  HISTORY     - Date     Condition        Report By
 AA3048  HISTORY     - 1993     MONUMENTED       ALHD
 AA3048  HISTORY     - 20040331 GOOD             ALHD
 AA3048  HISTORY     - 20040622 GOOD             LOCSUR
 AA3048
 AA3048                          STATION DESCRIPTION
 AA3048
 AA3048'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA3048'THE STATION IS IN MARSHALL COUNTY ON THE WEST RIGHT OF WAY OF MARSHALL
 AA3048'COUNTY ROAD 14 ABOUT 5.60 MI (9.01 KM) SOUTHEAST OF ARAB AND ABOUT
 AA3048'8.95 MI (14.40 KM) SOUTHWEST OF GUNTERSVILLE. TO REACH THE STATION
 AA3048'FROM THE JUNCTION OF U.S. 431 AND AL 79 SOUTH (MILEPOST 302.25 ON U.S.
 AA3048'431 AND MILEPOST 66.19 ON AL 79) IN GUNTERSVILLE, DRIVE SOUTHWEST ON
 AA3048'AL 79 FOR 1.85 MI (2.98 KM) TO MILEPOST 64.35 AND A PAVED COUNTY ROAD
 AA3048'RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST AND
 AA3048'SOUTHWEST FOR 5.00 MI (8.05 KM) TO A T-INTERSECTION WITH MARSHALL
 AA3048'COUNTY ROAD 14 LEFT AND RIGHT. TURN LEFT ON MARSHALL COUNTY ROAD 14
 AA3048'AND DRIVE SOUTHWEST FOR 2.05 MI (3.30 KM) TO THE STATION ON THE RIGHT.
 AA3048'THE STATION IS 29.5 FT (9.0 M) WEST OF THE CENTER OF MARSHALL COUNTY
 AA3048'ROAD 14, 94.7 FT (28.9 M) NORTH OF AN ANGLE POWER POLE WITH ONE GUY
 AA3048'WIRE, 188.5 FT (57.5 M) SOUTH-SOUTHWEST OF A METAL MAILBOX ON A FOUR
 AA3048'BY FOUR WOOD POST (8164), 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS
 AA3048'POST AND SET FLUSH WITH THE GROUND. STATION 48-8 1993 MAY BE USED AS
 AA3048'AN AZIMUTH FOR THIS STATION.
 AA3048
 AA3048                          STATION RECOVERY (2004)
 AA3048
 AA3048'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA3048'RECOVERED IN GOOD CONDITION.
 AA3048
 AA3048                          STATION RECOVERY (2004)
 AA3048
 AA3048'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (JG)
 AA3048'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0072 ***********************************************************************
 BU0072  DESIGNATION -  48 AFK
 BU0072  PID         -  BU0072
 BU0072  STATE/COUNTY-  AL/PIKE
 BU0072  USGS QUAD   -  ANSLEY (1981)
 BU0072
 BU0072                         *CURRENT SURVEY CONTROL
 BU0072  ___________________________________________________________________
 BU0072* NAD 83(1986)-  31 53 12.     (N)    086 06 58.     (W)     SCALED    
 BU0072* NAVD 88     -       135.843  (meters)     445.68   (feet)  ADJUSTED  
 BU0072  ___________________________________________________________________
 BU0072  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BU0072  DYNAMIC HT  -         135.682 (meters)     445.15  (feet)  COMP
 BU0072  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 BU0072
 BU0072  VERT ORDER  -  FIRST     CLASS I
 BU0072
 BU0072.The horizontal coordinates were scaled from a topographic map and have
 BU0072.an estimated accuracy of +/- 6 seconds.
 BU0072
 BU0072.The orthometric height was determined by differential leveling
 BU0072.and adjusted by the National Geodetic Survey in June 1991..
 BU0072
 BU0072.The geoid height was determined by GEOID03.
 BU0072
 BU0072.The dynamic height is computed by dividing the NAVD 88
 BU0072.geopotential number by the normal gravity value computed on the
 BU0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0072.degrees latitude (g = 980.6199 gals.).
 BU0072
 BU0072.The modeled gravity was interpolated from observed gravity values.
 BU0072
 BU0072;                    North         East    Units  Estimated Accuracy
 BU0072;SPC AL E     -   153,770.      173,250.      MT  (+/- 180 meters Scaled)
 BU0072
 BU0072                          SUPERSEDED SURVEY CONTROL
 BU0072
 BU0072  NGVD 29 (??/??/92)  135.820  (m)          445.60   (f) ADJ UNCH    1 1
 BU0072
 BU0072.Superseded values are not recommended for survey control.
 BU0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0072.See file dsdata.txt to determine how the superseded data were derived.
 BU0072
 BU0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA835282(NAD 83)
 BU0072_MARKER: DD = SURVEY DISK
 BU0072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0072_SP_SET: CONCRETE BASE
 BU0072_STAMPING: 48 AFK 1964 446
 BU0072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0072
 BU0072  HISTORY     - Date     Condition        Report By
 BU0072  HISTORY     - 1964     MONUMENTED       USGS
 BU0072  HISTORY     - 1968     GOOD             NGS
 BU0072
 BU0072                          STATION DESCRIPTION
 BU0072
 BU0072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0072'IN ANSLEY.
 BU0072'AT ANSLEY, ALONG THE SEABOARD COAST LINE RAILROAD, AT A BLACK TOPPED
 BU0072'ROAD CROSSING, SET ON THE TOP OF THE EAST CORNER OF THE CONCRETE BASE
 BU0072'FOR A RAILROAD CROSSING WARNING SIGN, 18 FEET NORTHWEST OF THE CENTER
 BU0072'LINE OF THE BLACK TOPPED ROAD, 13.3 FEET NORTHEAST OF THE NORTHEAST
 BU0072'RAIL, 0.4 MILE NORTHWEST OF MILEPOST N 862, ABOUT LEVEL WITH THE
 BU0072'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0387 ***********************************************************************
 DH0387  DESIGNATION -  485
 DH0387  PID         -  DH0387
 DH0387  STATE/COUNTY-  AL/SHELBY
 DH0387  USGS QUAD   -  TALLADEGA SPRINGS (1979)
 DH0387
 DH0387                         *CURRENT SURVEY CONTROL
 DH0387  ___________________________________________________________________
 DH0387* NAD 83(1986)-  33 06 21.     (N)    086 29 30.     (W)     SCALED    
 DH0387* NAVD 88     -       117.769  (meters)     386.38   (feet)  ADJUSTED  
 DH0387  ___________________________________________________________________
 DH0387  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0387  DYNAMIC HT  -         117.637 (meters)     385.95  (feet)  COMP
 DH0387  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 DH0387
 DH0387  VERT ORDER  -  SECOND    CLASS 0
 DH0387
 DH0387.The horizontal coordinates were scaled from a topographic map and have
 DH0387.an estimated accuracy of +/- 6 seconds.
 DH0387
 DH0387.The orthometric height was determined by differential leveling
 DH0387.and adjusted by the National Geodetic Survey in June 1991..
 DH0387
 DH0387.The geoid height was determined by GEOID03.
 DH0387
 DH0387.The dynamic height is computed by dividing the NAVD 88
 DH0387.geopotential number by the normal gravity value computed on the
 DH0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0387.degrees latitude (g = 980.6199 gals.).
 DH0387
 DH0387.The modeled gravity was interpolated from observed gravity values.
 DH0387
 DH0387;                    North         East    Units  Estimated Accuracy
 DH0387;SPC AL W     -   344,800.      694,120.      MT  (+/- 180 meters Scaled)
 DH0387
 DH0387                          SUPERSEDED SURVEY CONTROL
 DH0387
 DH0387  NGVD 29 (??/??/92)  117.730  (m)          386.25   (f) ADJ UNCH    2 0
 DH0387
 DH0387.Superseded values are not recommended for survey control.
 DH0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0387.See file dsdata.txt to determine how the superseded data were derived.
 DH0387
 DH0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB474631(NAD 83)
 DH0387_MARKER: DD = SURVEY DISK
 DH0387_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0387_SP_SET: PIER
 DH0387_STAMPING: 485
 DH0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0387
 DH0387  HISTORY     - Date     Condition        Report By
 DH0387  HISTORY     - UNK      MONUMENTED       USGS
 DH0387  HISTORY     - 1949     GOOD             NGS
 DH0387
 DH0387                          STATION DESCRIPTION
 DH0387
 DH0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0387'6.5 MI E FROM SHELBY.
 DH0387'6.5 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 DH0387'STATION AT SHELBY, SHELBY COUNTY, AT THE BRIDGE OVER COOSA RIVER, IN
 DH0387'THE TOP OF THE NORTH END OF THE WEST CONCRETE PIER, 3.6 FEET EAST OF
 DH0387'THE WEST EDGE OF THE PIER, AND 3 FEET SOUTH OF THE NORTH END.  A
 DH0387'UNITED STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 485.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0705 ***********************************************************************
 EF0705  DESIGNATION -  49
 EF0705  PID         -  EF0705
 EF0705  STATE/COUNTY-  AL/MADISON
 EF0705  USGS QUAD   -  MASON RIDGE (1973)
 EF0705
 EF0705                         *CURRENT SURVEY CONTROL
 EF0705  ___________________________________________________________________
 EF0705* NAD 83(1986)-  34 33 09.     (N)    086 46 59.     (W)     SCALED    
 EF0705* NAVD 88     -       171.869  (meters)     563.87   (feet)  ADJUSTED  
 EF0705  ___________________________________________________________________
 EF0705  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 EF0705  DYNAMIC HT  -         171.697 (meters)     563.31  (feet)  COMP
 EF0705  MODELED GRAV-     979,631.2   (mgal)                       NAVD 88
 EF0705
 EF0705  VERT ORDER  -  FIRST     CLASS II
 EF0705
 EF0705.The horizontal coordinates were scaled from a topographic map and have
 EF0705.an estimated accuracy of +/- 6 seconds.
 EF0705
 EF0705.The orthometric height was determined by differential leveling
 EF0705.and adjusted by the National Geodetic Survey in June 1991..
 EF0705
 EF0705.The geoid height was determined by GEOID03.
 EF0705
 EF0705.The dynamic height is computed by dividing the NAVD 88
 EF0705.geopotential number by the normal gravity value computed on the
 EF0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0705.degrees latitude (g = 980.6199 gals.).
 EF0705
 EF0705.The modeled gravity was interpolated from observed gravity values.
 EF0705
 EF0705;                    North         East    Units  Estimated Accuracy
 EF0705;SPC AL E     -   449,800.      112,830.      MT  (+/- 180 meters Scaled)
 EF0705
 EF0705                          SUPERSEDED SURVEY CONTROL
 EF0705
 EF0705  NGVD 29 (??/??/92)  171.831  (m)          563.75   (f) ADJ UNCH    1 2
 EF0705
 EF0705.Superseded values are not recommended for survey control.
 EF0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0705.See file dsdata.txt to determine how the superseded data were derived.
 EF0705
 EF0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED199234(NAD 83)
 EF0705_MARKER: DD = SURVEY DISK
 EF0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0705+STABILITY: SURFACE MOTION
 EF0705
 EF0705  HISTORY     - Date     Condition        Report By
 EF0705  HISTORY     - UNK      MONUMENTED       USE
 EF0705  HISTORY     - 1933     GOOD             NGS
 EF0705  HISTORY     - 1934     GOOD             NGS
 EF0705
 EF0705                          STATION DESCRIPTION
 EF0705
 EF0705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0705'12 MI SE FROM DECATUR.
 EF0705'LOCATED ON THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 147, OPPOSITE
 EF0705'BLUFF CITY LANDING.  ON YARD FENCE LINE IN FRONT OF HOUSE FACING
 EF0705'RIVER, APPROX 200 FEET DOWNSTREAM FROM MOUTH OF BRANCH. NOTE-- MARK IS
 EF0705'ABOUT 50 FEET IN FRONT OF HOUSE AT PASTURE FENCE LINE AND 100 FEET
 EF0705'WEST OF A BARN.
 EF0705
 EF0705                          STATION RECOVERY (1934)
 EF0705
 EF0705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF0705'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1849 ***********************************************************************
 BV1849  DESIGNATION -  49 1
 BV1849  PID         -  BV1849
 BV1849  STATE/COUNTY-  AL/MOBILE
 BV1849  USGS QUAD   -  CITRONELLE EAST (1982)
 BV1849
 BV1849                         *CURRENT SURVEY CONTROL
 BV1849  ___________________________________________________________________
 BV1849* NAD 83(1992)-  31 02 06.89548(N)    088 13 54.77797(W)     ADJUSTED  
 BV1849* NAVD 88     -        91.0    (meters)     299.     (feet)  VERTCON   
 BV1849  ___________________________________________________________________
 BV1849  X           -     168,775.457 (meters)                     COMP
 BV1849  Y           -  -5,467,426.793 (meters)                     COMP
 BV1849  Z           -   3,269,275.102 (meters)                     COMP
 BV1849  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BV1849  ELLIP HEIGHT-          62.80  (meters)          (07/29/02) GPS OBS
 BV1849  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BV1849
 BV1849  HORZ ORDER  -  FIRST
 BV1849  ELLP ORDER  -  FOURTH    CLASS I
 BV1849
 BV1849.The horizontal coordinates were established by GPS observations
 BV1849.and adjusted by the National Geodetic Survey in December 1992..
 BV1849
 BV1849.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1849
 BV1849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1849
 BV1849.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1849
 BV1849.The ellipsoidal height was determined by GPS observations
 BV1849.and is referenced to NAD 83.
 BV1849
 BV1849.The geoid height was determined by GEOID03.
 BV1849
 BV1849;                    North         East     Units Scale Factor Converg.
 BV1849;SPC AL W     -   114,991.369   530,131.561   MT  0.99999353   -0 22 38.5
 BV1849;UTM  16      - 3,434,160.044   382,436.010   MT  0.99977049   -0 38 06.7
 BV1849
 BV1849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1849!SPC AL W     -   0.99999014  x   0.99999353  =   0.99998367
 BV1849!UTM  16      -   0.99999014  x   0.99977049  =   0.99976063
 BV1849
 BV1849                          SUPERSEDED SURVEY CONTROL
 BV1849
 BV1849  ELLIP H (12/04/92)   62.82   (m)                       GP(       ) 4 1
 BV1849  NAD 83(1986)-  31 02 06.91368(N)    088 13 54.78130(W) AD(       ) 1
 BV1849  NGVD 29 (12/04/92)   91.0    (m)          299.     (f) GPS OBS        
 BV1849
 BV1849.Superseded values are not recommended for survey control.
 BV1849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1849.See file dsdata.txt to determine how the superseded data were derived.
 BV1849
 BV1849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8243634160(NAD 83)
 BV1849_MARKER: DD = SURVEY DISK
 BV1849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1849_SP_SET: CONCRETE POST
 BV1849_STAMPING: 49-1 1991
 BV1849_MARK LOGO: ALHD  
 BV1849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1849+STABILITY: SURFACE MOTION
 BV1849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1849+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BV1849
 BV1849  HISTORY     - Date     Condition        Report By
 BV1849  HISTORY     - 1991     MONUMENTED       ALHD
 BV1849
 BV1849                          STATION DESCRIPTION
 BV1849
 BV1849'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1849'THE STATION IS LOCATED IN MOBILE COUNTY ON THE WEST RIGHT OF WAY OF
 BV1849'U.S. 45 AND ALA 17, ABOUT 3.80 MI (6.12 KM) SOUTH OF CITRONELLE AND
 BV1849'ABOUT 13.15 MI (21.16 KM) WEST-SOUTHWEST OF MOUNT VERNON.
 BV1849'TO REACH THE STATION FROM EXIT 8 ON I-65 (MILE POST 5.20 ON U. S. 45
 BV1849'AND ALA 17) IN PRICHARD, DRIVE NORTH ON U.S. 45 AND ALA 17 FOR 23.50
 BV1849'MI (37.82 KM) TO MILE POST 28.70 AND THE STATION ON THE LEFT.
 BV1849'THE STATION IS 7.4 FT (2.3 M) EAST OF A SINGLE STRAND BARBED WIRE
 BV1849'FENCE ON SHORT WOOD POSTS, 43.2 FT (13.2 M) WEST OF THE CENTERLINE OF
 BV1849'U.S. 45 AND ALA 17, 74.3 FT (22.6 M) NORTH OF A POWER POLE WITH
 BV1849'CIRCUIT BREAKERS, 83.2 FT (25.4 M) SOUTH OF THE SOUTHEAST CORNER OF A
 BV1849'CONCRETE SIGN BASE, 138.2 FT (42.1 M) SOUTH-SOUTHEAST OF A JUNCTION
 BV1849'POWER POLE, 138.4 FT (42.2 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE
 BV1849'PEDESTAL NO. 93, 170.3 FT (51.9 M) SOUTH OF A FIRE HYDRANT, 2.0 FT
 BV1849'(0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BV1849'GROUND.
 BV1849'STATION 49-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5025 ***********************************************************************
 BG5025  DESIGNATION -  49 10
 BG5025  PID         -  BG5025
 BG5025  STATE/COUNTY-  AL/MOBILE
 BG5025  USGS QUAD   -  THE BASIN (1985)
 BG5025
 BG5025                         *CURRENT SURVEY CONTROL
 BG5025  ___________________________________________________________________
 BG5025* NAD 83(1992)-  30 54 29.52448(N)    087 58 36.00663(W)     ADJUSTED  
 BG5025* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 BG5025  ___________________________________________________________________
 BG5025  X           -     193,380.696 (meters)                     COMP
 BG5025  Y           -  -5,473,789.947 (meters)                     COMP
 BG5025  Z           -   3,257,152.707 (meters)                     COMP
 BG5025  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BG5025  ELLIP HEIGHT-         -24.73  (meters)          (07/29/02) GPS OBS
 BG5025  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BG5025
 BG5025  HORZ ORDER  -  FIRST
 BG5025  ELLP ORDER  -  FOURTH    CLASS I
 BG5025
 BG5025.The horizontal coordinates were established by GPS observations
 BG5025.and adjusted by the National Geodetic Survey in December 1992..
 BG5025
 BG5025.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5025
 BG5025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5025
 BG5025.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5025
 BG5025.The ellipsoidal height was determined by GPS observations
 BG5025.and is referenced to NAD 83.
 BG5025
 BG5025.The geoid height was determined by GEOID03.
 BG5025
 BG5025;                    North         East     Units Scale Factor Converg.
 BG5025;SPC AL W     -   100,773.966   554,435.362   MT  0.99995893   -0 14 41.5
 BG5025;UTM  16      - 3,419,837.020   406,669.956   MT  0.99970745   -0 30 06.2
 BG5025
 BG5025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5025!SPC AL W     -   1.00000388  x   0.99995893  =   0.99996281
 BG5025!UTM  16      -   1.00000388  x   0.99970745  =   0.99971133
 BG5025
 BG5025:                Primary Azimuth Mark                     Grid Az
 BG5025:SPC AL W     -  49 9                                     258 17 14.9
 BG5025:UTM  16      -  49 9                                     258 32 39.6
 BG5025
 BG5025|---------------------------------------------------------------------|
 BG5025| PID    Reference Object                     Distance      Geod. Az  |
 BG5025|                                                           dddmmss.s |
 BG5025| BG5024 49 9                                APPROX. 0.5 KM 2580233.4 |
 BG5025|---------------------------------------------------------------------|
 BG5025
 BG5025                          SUPERSEDED SURVEY CONTROL
 BG5025
 BG5025  ELLIP H (12/04/92)  -24.63   (m)                       GP(       ) 4 1
 BG5025  NAD 83(1992)-  30 54 29.54508(N)    087 58 36.01202(W) AD(       ) 1
 BG5025  NGVD 29 (12/04/92)    3.8    (m)           12.     (f) GPS OBS        
 BG5025
 BG5025.Superseded values are not recommended for survey control.
 BG5025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5025.See file dsdata.txt to determine how the superseded data were derived.
 BG5025
 BG5025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0667019837(NAD 83)
 BG5025_MARKER: DD = SURVEY DISK
 BG5025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5025_SP_SET: CONCRETE POST
 BG5025_STAMPING: 49-10 1991
 BG5025_MARK LOGO: ALHD  
 BG5025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5025+STABILITY: SURFACE MOTION
 BG5025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5025+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG5025
 BG5025  HISTORY     - Date     Condition        Report By
 BG5025  HISTORY     - 1991     MONUMENTED       ALHD
 BG5025
 BG5025                          STATION DESCRIPTION
 BG5025
 BG5025'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5025'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF A
 BG5025'FRONTAGE ROAD ALONG THE SOUTH SIDE OF I-65, ABOUT 4.00 MI (6.44 KM)
 BG5025'EAST OF CREOLA AND ABOUT 6.05 MI (9.74 KM) NORTHEAST OF SATSUMA.
 BG5025'TO REACH THE STATION FROM EXIT 19 ON I-65 (MILE POST 14.15 ON U.S. 43)
 BG5025'DRIVE NORTH ON U.S. 43 FOR 1.10 MI (1.77 KM) TO MILE POST 15.25, A
 BG5025'TRAFFIC LIGHT, AND THE DEAD LAKE ROAD ON THE RIGHT, TURN RIGHT ON THE
 BG5025'DEAD LAKE ROAD AND DRIVE EAST, CROSSING THE RAILROAD, FOR 0.55 MI
 BG5025'(0.89 KM) TO A T-INTERSECTION WITH A PAVED STREET RIGHT AND THE DEAD
 BG5025'LAKE ROAD LEFT, TURN LEFT ON THE DEAD LAKE ROAD AND DRIVE NORTH FOR
 BG5025'0.25 MI (0.40 KM) TO HARDY DRIVE AHEAD AND DEAD LAKE ROAD ON THE
 BG5025'RIGHT, TURN RIGHT ON THE DEAD LAKE ROAD AND DRIVE EAST, NORTHEAST,
 BG5025'AND THEN NORTH FOR 2.55 MI (4.10 KM) TO A PAVED CROSS ROAD WITH THE
 BG5025'DEAD LAKE ROAD ON THE RIGHT, TURN RIGHT AND DRIVE EAST, SOUTHEAST,
 BG5025'AND THEN EAST 0.90 MI (1.45 KM) TO A SHARP CURVE TO THE RIGHT, FOLLOW
 BG5025'THE SHARP CURVE TO THE RIGHT, PASSING UNDER THE I-65 MOBILE DELTA
 BG5025'BRIDGES, FOR 0.10 MI (0.16 KM) TO ANOTHER SHARP CURVE TO THE RIGHT,
 BG5025'FOLLOW THE SHARP CURVE TO THE RIGHT AND DRIVE WEST FOR 0.10 MI
 BG5025'(0.16 KM) TO THE STATION ON THE RIGHT.
 BG5025'THE STATION IS 4.0 FT (1.2 M) SOUTH-SOUTHEAST OF THE SOUTH LIMITED
 BG5025'ACCESS FENCE OF I-65, 37.6 FT (11.5 M) NORTH-NORTHWEST OF THE
 BG5025'CENTERLINE OF THE DEAD LAKE FRONTAGE ROAD, 99.0 FT (30.2 M) NORTHWEST
 BG5025'OF A POWER POLE ACROSS THE FRONTAGE ROAD, 169.3 FT (51.6 M)
 BG5025'NORTH-NORTHEAST OF THE NORTH LEG OF A LARGE BILL BOARD NO. AHD 02423R,
 BG5025'4.0 FT (1.2 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 BG5025'FLUSH WITH THE GROUND.
 BG5025'STATION 49-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3160 ***********************************************************************
 BH3160  DESIGNATION -  49 11
 BH3160  PID         -  BH3160
 BH3160  STATE/COUNTY-  AL/MOBILE
 BH3160  USGS QUAD   -  HOLLINGERS ISLAND (1982)
 BH3160
 BH3160                         *CURRENT SURVEY CONTROL
 BH3160  ___________________________________________________________________
 BH3160* NAD 83(1992)-  30 32 34.78194(N)    088 06 44.89132(W)     ADJUSTED  
 BH3160* NAVD 88     -         5.8    (meters)      19.     (feet)  VERTCON   
 BH3160  ___________________________________________________________________
 BH3160  X           -     181,087.725 (meters)                     COMP
 BH3160  Y           -  -5,494,910.050 (meters)                     COMP
 BH3160  Z           -   3,222,349.069 (meters)                     COMP
 BH3160  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BH3160  ELLIP HEIGHT-         -22.64  (meters)          (07/29/02) GPS OBS
 BH3160  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH3160
 BH3160  HORZ ORDER  -  FIRST
 BH3160  ELLP ORDER  -  FOURTH    CLASS I
 BH3160
 BH3160.The horizontal coordinates were established by GPS observations
 BH3160.and adjusted by the National Geodetic Survey in December 1992..
 BH3160
 BH3160.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3160.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3160
 BH3160.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3160
 BH3160.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3160
 BH3160.The ellipsoidal height was determined by GPS observations
 BH3160.and is referenced to NAD 83.
 BH3160
 BH3160.The geoid height was determined by GEOID03.
 BH3160
 BH3160;                    North         East     Units Scale Factor Converg.
 BH3160;SPC AL W     -    60,350.425   541,232.804   MT  0.99997592   -0 18 40.5
 BH3160;UTM  16      - 3,379,482.584   393,290.526   MT  0.99974047   -0 33 55.4
 BH3160
 BH3160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3160!SPC AL W     -   1.00000356  x   0.99997592  =   0.99997948
 BH3160!UTM  16      -   1.00000356  x   0.99974047  =   0.99974402
 BH3160
 BH3160                          SUPERSEDED SURVEY CONTROL
 BH3160
 BH3160  ELLIP H (01/21/93)  -22.58   (m)                       GP(       ) 4 2
 BH3160  ELLIP H (12/04/92)  -22.58   (m)                       GP(       ) 4 1
 BH3160  NAD 83(1986)-  30 32 34.80406(N)    088 06 44.89417(W) AD(       ) 1
 BH3160  NGVD 29 (12/04/92)    5.8    (m)           19.     (f) GPS OBS        
 BH3160
 BH3160.Superseded values are not recommended for survey control.
 BH3160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3160.See file dsdata.txt to determine how the superseded data were derived.
 BH3160
 BH3160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9329179483(NAD 83)
 BH3160_MARKER: DD = SURVEY DISK
 BH3160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3160_SP_SET: CONCRETE POST
 BH3160_STAMPING: 49-11 1991
 BH3160_MARK LOGO: ALHD  
 BH3160_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3160+STABILITY: SURFACE MOTION
 BH3160_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3160+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 BH3160
 BH3160  HISTORY     - Date     Condition        Report By
 BH3160  HISTORY     - 1991     MONUMENTED       ALHD
 BH3160  HISTORY     - 20040901 GOOD             JCLS
 BH3160
 BH3160                          STATION DESCRIPTION
 BH3160
 BH3160'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3160'THE STATION IS LOCATED IN MOBILE COUNTY ON THE WEST RIGHT OF WAY OF AN
 BH3160'ENTRANCE ROAD OWNED BY HOLNAM CEMENT COMPANY, INC., IN MOBILE ON
 BH3160'HOLLINGERS ISLAND.
 BH3160'TO REACH THE STATION FROM EXIT 17 ON I-10 (MILE POST 25.65 ON ALA 193)
 BH3160'DRIVE SOUTHEAST AND THEN SOUTH ON ALA 193 FOR 3.65 MI (5.87 KM) TO
 BH3160'MILE POST 22.00, A TRAFFIC LIGHT, AND ALA 163 ON THE LEFT, TURN LEFT
 BH3160'ON ALA 163 (HAMILTON BOULEVARD) AND DRIVE EAST FOR 0.85 MI (1.37 KM)
 BH3160'TO THE CONCRETE ENTRANCE ROAD TO HOLNAM INC. ON THE RIGHT, TURN RIGHT
 BH3160'ON THE CONCRETE ENTRANCE ROAD AND DRIVE SOUTH FOR 0.50 MI (0.80 KM)
 BH3160'TO THE STATION ON THE RIGHT IN A TRIANGULAR GRASSED AREA FORMED BY A
 BH3160'RAILROAD, A SPUR TRACK, AND THE CONCRETE ENTRANCE ROAD.
 BH3160'THE STATION IS 39.1 FT (11.9 M) NORTHEAST OF THE NORTHEAST RAIL OF A
 BH3160'SPUR TRACK, 58.9 FT (18.0 M) WEST-NORTHWEST OF THE CENTERLINE OF THE
 BH3160'CONCRETE ENTRANCE ROAD, 75.9 FT (23.1 M) NORTH-NORTHWEST OF A SPEED
 BH3160'LIMIT 40 MPH SIGN, 77.8 FT (23.7 M) SOUTH-SOUTHWEST OF THE SOUTH POST
 BH3160'OF A GROUP OF POSTS AT A GATE ON A PAVED ACCESS ROAD, 80.8 FT
 BH3160'(24.6 M) EAST-SOUTHEAST OF A WATER VALVE, 84.3 FT (25.7 M) SOUTHEAST
 BH3160'OF A POWER POLE, 85.8 FT (26.2 M) NORTH-NORTHWEST OF A RAILROAD
 BH3160'CROSSING SIGN, 92.3 FT (28.1 M) NORTH-NORTHWEST OF A CONCRETE BURIED
 BH3160'CABLE MARKER, 103.0 FT (31.4 M) SOUTH OF THE CENTER OF A PAVED ACCESS
 BH3160'ROAD SOUTH OF THE RAILROAD, AND SET FLUSH WITH THE GROUND.
 BH3160'STATION 49-12 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BH3160
 BH3160                          STATION RECOVERY (2004)
 BH3160
 BH3160'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 BH3160'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3161 ***********************************************************************
 BH3161  DESIGNATION -  49 12
 BH3161  PID         -  BH3161
 BH3161  STATE/COUNTY-  AL/MOBILE
 BH3161  USGS QUAD   -  HOLLINGERS ISLAND (1982)
 BH3161
 BH3161                         *CURRENT SURVEY CONTROL
 BH3161  ___________________________________________________________________
 BH3161* NAD 83(1992)-  30 32 55.27876(N)    088 06 38.49679(W)     ADJUSTED  
 BH3161* NAVD 88     -         3.7    (meters)      12.     (feet)  VERTCON   
 BH3161  ___________________________________________________________________
 BH3161  X           -     181,247.441 (meters)                     COMP
 BH3161  Y           -  -5,494,582.061 (meters)                     COMP
 BH3161  Z           -   3,222,891.632 (meters)                     COMP
 BH3161  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BH3161  ELLIP HEIGHT-         -24.68  (meters)          (07/29/02) GPS OBS
 BH3161  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH3161
 BH3161  HORZ ORDER  -  FIRST
 BH3161  ELLP ORDER  -  FOURTH    CLASS I
 BH3161
 BH3161.The horizontal coordinates were established by GPS observations
 BH3161.and adjusted by the National Geodetic Survey in December 1992..
 BH3161
 BH3161.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3161.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3161
 BH3161.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3161
 BH3161.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3161
 BH3161.The ellipsoidal height was determined by GPS observations
 BH3161.and is referenced to NAD 83.
 BH3161
 BH3161.The geoid height was determined by GEOID03.
 BH3161
 BH3161;                    North         East     Units Scale Factor Converg.
 BH3161;SPC AL W     -    60,980.674   541,406.661   MT  0.99997567   -0 18 37.5
 BH3161;UTM  16      - 3,380,111.907   393,467.135   MT  0.99974001   -0 33 52.5
 BH3161
 BH3161!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3161!SPC AL W     -   1.00000388  x   0.99997567  =   0.99997955
 BH3161!UTM  16      -   1.00000388  x   0.99974001  =   0.99974388
 BH3161
 BH3161                          SUPERSEDED SURVEY CONTROL
 BH3161
 BH3161  ELLIP H (01/21/93)  -24.62   (m)                       GP(       ) 4 2
 BH3161  ELLIP H (12/04/92)  -24.62   (m)                       GP(       ) 4 1
 BH3161  NAD 83(1986)-  30 32 55.30088(N)    088 06 38.49964(W) AD(       ) 1
 BH3161  NGVD 29 (12/04/92)    3.7    (m)           12.     (f) GPS OBS        
 BH3161
 BH3161.Superseded values are not recommended for survey control.
 BH3161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3161.See file dsdata.txt to determine how the superseded data were derived.
 BH3161
 BH3161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9346780112(NAD 83)
 BH3161_MARKER: DD = SURVEY DISK
 BH3161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3161_SP_SET: CONCRETE POST
 BH3161_STAMPING: 49-12 1991
 BH3161_MARK LOGO: ALHD  
 BH3161_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3161+STABILITY: SURFACE MOTION
 BH3161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3161+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 BH3161
 BH3161  HISTORY     - Date     Condition        Report By
 BH3161  HISTORY     - 1991     MONUMENTED       ALHD
 BH3161  HISTORY     - 20050305 GOOD             USPSQD
 BH3161
 BH3161                          STATION DESCRIPTION
 BH3161
 BH3161'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3161'THE STATION IS LOCATED IN MOBILE COUNTY ON THE WEST RIGHT OF WAY OF AN
 BH3161'ENTRANCE ROAD OWNED BY HOLNAM CEMENT COMPANY, INC., IN MOBILE ON
 BH3161'HOLLINGERS ISLAND.
 BH3161'TO REACH THE STATION FROM EXIT 17 ON I-10 (MILE POST 25.65 ON ALA 193)
 BH3161'DRIVE SOUTHEAST AND THEN SOUTH ON ALA 193 FOR 3.65 MI (5.87 KM) TO
 BH3161'MILE POST 22.00, A TRAFFIC LIGHT, AND ALA 163 ON THE LEFT, TURN LEFT
 BH3161'ON ALA 163 (HAMILTON BOULEVARD) AND DRIVE EAST FOR 0.85 MI (1.37 KM)
 BH3161'TO THE CONCRETE ENTRANCE ROAD TO HOLNAM INC. ON THE RIGHT, TURN RIGHT
 BH3161'ON THE CONCRETE ENTRANCE ROAD AND DRIVE SOUTH FOR 0.05 MI (0.08 KM)
 BH3161'TO THE STATION ON THE RIGHT.
 BH3161'THE STATION IS 53.0 FT (16.2 M) WEST-NORTHWEST OF THE CENTERLINE OF
 BH3161'THE CONCRETE ENTRANCE ROAD, 82.8 FT (25.2 M) EAST-SOUTHEAST OF A FOUR
 BH3161'FOOT HOG WIRE FENCE ON A PIPE FRAME, 99.0 FT (30.2 M) SOUTHWEST OF
 BH3161'THE SECOND LIGHT POLE SOUTH OF ALA 163 (HAMILTON BOULEVARD), 126.0 FT
 BH3161'(38.4 M) NORTH OF THE NORTH END OF THE WEST HEADWALL OF THE NORTH ONE
 BH3161'OF TWO CULVERTS UNDER THE ENTRANCE ROAD, AND SET FLUSH WITH THE
 BH3161'GROUND.
 BH3161'STATION 49-11 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BH3161
 BH3161                          STATION RECOVERY (2005)
 BH3161
 BH3161'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 BH3161'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3162 ***********************************************************************
 BH3162  DESIGNATION -  49 13
 BH3162  PID         -  BH3162
 BH3162  STATE/COUNTY-  AL/MOBILE
 BH3162  USGS QUAD   -  CREOLA (1985)
 BH3162
 BH3162                         *CURRENT SURVEY CONTROL
 BH3162  ___________________________________________________________________
 BH3162* NAD 83(1992)-  30 59 47.25027(N)    088 01 35.29346(W)     ADJUSTED  
 BH3162* NAVD 88     -        11.2    (meters)      37.     (feet)  VERTCON   
 BH3162  ___________________________________________________________________
 BH3162  X           -     188,449.674 (meters)                     COMP
 BH3162  Y           -  -5,468,932.703 (meters)                     COMP
 BH3162  Z           -   3,265,548.036 (meters)                     COMP
 BH3162  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 BH3162  ELLIP HEIGHT-         -17.29  (meters)          (07/29/02) GPS OBS
 BH3162  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH3162
 BH3162  HORZ ORDER  -  FIRST
 BH3162  ELLP ORDER  -  FOURTH    CLASS I
 BH3162
 BH3162.The horizontal coordinates were established by GPS observations
 BH3162.and adjusted by the National Geodetic Survey in December 1992..
 BH3162
 BH3162.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3162.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3162
 BH3162.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3162
 BH3162.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3162
 BH3162.The ellipsoidal height was determined by GPS observations
 BH3162.and is referenced to NAD 83.
 BH3162
 BH3162.The geoid height was determined by GEOID03.
 BH3162
 BH3162;                    North         East     Units Scale Factor Converg.
 BH3162;SPC AL W     -   110,579.869   549,720.991   MT  0.99996451   -0 16 16.1
 BH3162;UTM  16      - 3,429,661.542   402,000.812   MT  0.99971846   -0 31 43.2
 BH3162
 BH3162!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3162!SPC AL W     -   1.00000272  x   0.99996451  =   0.99996723
 BH3162!UTM  16      -   1.00000272  x   0.99971846  =   0.99972117
 BH3162
 BH3162|---------------------------------------------------------------------|
 BH3162| PID    Reference Object                     Distance      Geod. Az  |
 BH3162|                                                           dddmmss.s |
 BH3162| BH3163 49 14                               376.228 METERS 05950     |
 BH3162|---------------------------------------------------------------------|
 BH3162
 BH3162                          SUPERSEDED SURVEY CONTROL
 BH3162
 BH3162  ELLIP H (12/04/92)  -17.17   (m)                       GP(       ) 4 1
 BH3162  NAD 83(1986)-  30 59 47.27044(N)    088 01 35.29862(W) AD(       ) 1
 BH3162  NGVD 29 (12/04/92)   11.2    (m)           37.     (f) GPS OBS        
 BH3162
 BH3162.Superseded values are not recommended for survey control.
 BH3162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3162.See file dsdata.txt to determine how the superseded data were derived.
 BH3162
 BH3162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0200129662(NAD 83)
 BH3162_MARKER: DD = SURVEY DISK
 BH3162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3162_SP_SET: CONCRETE POST
 BH3162_STAMPING: 49-13 1991
 BH3162_MARK LOGO: ALHD  
 BH3162_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3162+STABILITY: SURFACE MOTION
 BH3162_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3162+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 BH3162
 BH3162  HISTORY     - Date     Condition        Report By
 BH3162  HISTORY     - 1991     MONUMENTED       ALHD
 BH3162  HISTORY     - 20020814 GOOD             JCLS
 BH3162  HISTORY     - 20040901 GOOD             JCLS
 BH3162  HISTORY     - 20060323 GOOD             JCLS
 BH3162
 BH3162                          STATION DESCRIPTION
 BH3162
 BH3162'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3162'THE STATION IS LOCATED IN MOBILE COUNTY ON A HIGH VOLTAGE POWER LINE
 BH3162'RIGHT OF WAY, ABOUT 6.20 MI (9.98 KM) SOUTH OF MOUNT VERNON AND ABOUT
 BH3162'6.45 MI (10.38 KM) NORTH-NORTHEAST OF CREOLA.
 BH3162'TO REACH THE STATION FROM EXIT 19 ON I-65 (MILE POST 14.15 ON U.S. 43)
 BH3162', DRIVE NORTH ON U.S. 43 FOR 8.60 MI (13.84 KM) TO MILE POST 22.75 AND
 BH3162'A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 BH3162'WEST FOR 0.02 MI (0.03 KM) TO AN ABANDONED PAVED ROAD ON THE LEFT,
 BH3162'TURN LEFT ON THE ABANDONED PAVED ROAD AND DRIVE SOUTH FOR 0.10 MI
 BH3162'(0.16 KM) TO THE STATION ON THE RIGHT IN THE POWER LINE CLEARING.
 BH3162'THE STATION IS 107.3 FT (32.7 M) SOUTHWEST OF THE SOUTH LEG OF THE
 BH3162'FIRST BENT WEST OF U.S. 43 ON THE SOUTH POWER LINE ON WOOD TOWERS,
 BH3162'126.0 FT (38.4 M) WEST OF THE CENTER OF THE ABANDONED PAVED ROAD,
 BH3162'178.5 FT (54.4 M) NORTHEAST OF THE NORTH LEG OF THE FIRST BENT WEST
 BH3162'OF U.S. 43 ON THE NORTH POWER LINE ON STEEL TOWERS, 1.5 FT (0.5 M)
 BH3162'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BH3162'STATION 49-14 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BH3162
 BH3162                          STATION RECOVERY (2002)
 BH3162
 BH3162'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 BH3162'RECOVERED IN GOOD CONDITION.
 BH3162
 BH3162                          STATION RECOVERY (2004)
 BH3162
 BH3162'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 BH3162'RECOVERED IN GOOD CONDITION.
 BH3162
 BH3162                          STATION RECOVERY (2006)
 BH3162
 BH3162'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BH3162'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3163 ***********************************************************************
 BH3163  DESIGNATION -  49 14
 BH3163  PID         -  BH3163
 BH3163  STATE/COUNTY-  AL/MOBILE
 BH3163  USGS QUAD   -  CREOLA (1985)
 BH3163
 BH3163                         *CURRENT SURVEY CONTROL
 BH3163  ___________________________________________________________________
 BH3163* NAD 83(1992)-  30 59 53.39020(N)    088 01 23.03336(W)     ADJUSTED  
 BH3163* NAVD 88     -         7.93   (meters)      26.0    (feet)  N HEIGHT  
 BH3163  ___________________________________________________________________
 BH3163  X           -     188,771.284 (meters)                     COMP
 BH3163  Y           -  -5,468,821.367 (meters)                     COMP
 BH3163  Z           -   3,265,708.439 (meters)                     COMP
 BH3163  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BH3163  ELLIP HEIGHT-         -20.56  (meters)          (07/29/02) GPS OBS
 BH3163  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH3163  DYNAMIC HT  -           7.92  (meters)      26.0   (feet)  COMP
 BH3163  MODELED GRAV-     979,369.1   (mgal)                       NAVD 88
 BH3163
 BH3163  HORZ ORDER  -  FIRST
 BH3163  VERT ORDER  -  THIRD
 BH3163  ELLP ORDER  -  FOURTH    CLASS I
 BH3163
 BH3163.The horizontal coordinates were established by GPS observations
 BH3163.and adjusted by the National Geodetic Survey in December 1992..
 BH3163
 BH3163.The orthometric height was determined by differential leveling
 BH3163.and adjusted by the National Geodetic Survey in February 1996..
 BH3163.The height was determined by precise leveling from only one NSRS
 BH3163.bench mark.  This was not adequate "tie leveling" to NSRS and was
 BH3163.allowed ONLY to validate the GPS-derived height.
 BH3163
 BH3163.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3163
 BH3163.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3163
 BH3163.The ellipsoidal height was determined by GPS observations
 BH3163.and is referenced to NAD 83.
 BH3163
 BH3163.The geoid height was determined by GEOID03.
 BH3163
 BH3163.The dynamic height is computed by dividing the NAVD 88
 BH3163.geopotential number by the normal gravity value computed on the
 BH3163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH3163.degrees latitude (g = 980.6199 gals.).
 BH3163
 BH3163.The modeled gravity was interpolated from observed gravity values.
 BH3163
 BH3163;                    North         East     Units Scale Factor Converg.
 BH3163;SPC AL W     -   110,767.418   550,047.125   MT  0.99996410   -0 16 09.8
 BH3163;UTM  16      - 3,429,847.577   402,327.705   MT  0.99971767   -0 31 37.0
 BH3163
 BH3163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3163!SPC AL W     -   1.00000323  x   0.99996410  =   0.99996733
 BH3163!UTM  16      -   1.00000323  x   0.99971767  =   0.99972090
 BH3163
 BH3163|---------------------------------------------------------------------|
 BH3163| PID    Reference Object                     Distance      Geod. Az  |
 BH3163|                                                           dddmmss.s |
 BH3163| BH3162 49 13                               376.228 METERS 23950     |
 BH3163|---------------------------------------------------------------------|
 BH3163
 BH3163                          SUPERSEDED SURVEY CONTROL
 BH3163
 BH3163  ELLIP H (12/04/92)  -20.45   (m)                       GP(       ) 4 1
 BH3163  NAD 83(1986)-  30 59 53.41038(N)    088 01 23.03853(W) AD(       ) 1
 BH3163  NGVD 29 (??/??/??)    7.93   (m)           26.0    (f) N HEIGHT    3  
 BH3163
 BH3163.Superseded values are not recommended for survey control.
 BH3163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3163.See file dsdata.txt to determine how the superseded data were derived.
 BH3163
 BH3163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0232829848(NAD 83)
 BH3163_MARKER: DD = SURVEY DISK
 BH3163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3163_SP_SET: CONCRETE POST
 BH3163_STAMPING: 49-14 1991
 BH3163_MARK LOGO: ALHD  
 BH3163_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3163+STABILITY: SURFACE MOTION
 BH3163_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3163+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 BH3163
 BH3163  HISTORY     - Date     Condition        Report By
 BH3163  HISTORY     - 1991     MONUMENTED       ALHD
 BH3163  HISTORY     - 19940310 GOOD             ALHD
 BH3163  HISTORY     - 20020814 GOOD             JCLS
 BH3163  HISTORY     - 20060323 GOOD             JCLS
 BH3163
 BH3163                          STATION DESCRIPTION
 BH3163
 BH3163'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3163'THE STATION IS LOCATED IN MOBILE COUNTY ON A HIGH VOLTAGE POWER LINE
 BH3163'RIGHT OF WAY, ABOUT 5.95 MI (9.58 KM) SOUTH OF MOUNT VERNON AND ABOUT
 BH3163'6.65 MI (10.70 KM) NORTH-NORTHEAST OF CREOLA.
 BH3163'TO REACH THE STATION FROM EXIT 19 ON I-65 (MILE POST 14.15 ON U.S. 43)
 BH3163', DRIVE NORTH ON U.S. 43 FOR 8.50 MI (13.68 KM) TO MILE POST 22.65 AND
 BH3163'THE SOUTH SIDE OF A HIGH VOLTAGE POWER LINE CLEARING LEFT AND RIGHT,
 BH3163'TURN RIGHT ALONG THE SOUTH SIDE OF THE POWER LINE CLEARING AND DRIVE
 BH3163'EAST FOR 0.10 MI (0.16 KM) TO THE RAILROAD, PARK HERE AND PACK
 BH3163'APPROXIMATELY 100 YARDS TO THE STATION ON THE LEFT.
 BH3163'THE STATION IS 39.0 FT (11.9 M) SOUTHWEST OF AN ABANDONED GRAVEL WOODS
 BH3163'ROAD, 183.9 FT (56.1 M) SOUTHWEST OF THE SOUTH LEG OF BENT NO. 5 OF
 BH3163'THE NORTH POWER LINE ON STEEL TOWERS, APPROXIMATELY 50 YARDS NORTH OF
 BH3163'THE SOUTH EDGE OF THE RIGHT OF WAY CLEARING, APPROXIMATELY 75 YARDS
 BH3163'EAST OF THE RAILROAD, 1.2 FT (0.4 M) EAST OF A CARSONITE WITNESS
 BH3163'POST, AND SET FLUSH WITH THE GROUND.
 BH3163'STATION 49-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BH3163
 BH3163                          STATION RECOVERY (1994)
 BH3163
 BH3163'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 BH3163'THE STATION IS LOCATED IN MOBILE COUNTY ON A HIGH VOLTAGE POWER LINE
 BH3163'RIGHT OF WAY, ABOUT 5.95 MI (9.58 KM) SOUTH OF MOUNT VERNON AND ABOUT
 BH3163'6.65 MI (10.70 KM) NORTH-NORTHEAST OF CREOLA. TO REACH THE STATION
 BH3163'FROM EXIT 19 ON I-65 (MILE POST 14.15 ON U.S. 43) , DRIVE NORTH ON
 BH3163'U.S. 43 FOR 8.50 MI (13.68 KM) TO MILE POST 22.65 AND THE SOUTH SIDE
 BH3163'OF A HIGH VOLTAGE POWER LINE CLEARING LEFT AND RIGHT, TURN RIGHT ALONG
 BH3163'THE SOUTH SIDE OF THE POWER LINE CLEARING AND DRIVE EAST FOR 0.10 MI
 BH3163'(0.16 KM) TO THE RAILROAD, PARK HERE AND PACK APPROXIMATELY 100 YARDS
 BH3163'TO THE STATION ON THE LEFT. THE STATION IS 39.0 FT (11.9 M) SOUTHWEST
 BH3163'OF AN ABANDONED GRAVEL WOODS ROAD, 183.9 FT (56.1 M) SOUTHWEST OF THE
 BH3163'SOUTH LEG OF BENT NO. 5 OF THE NORTH POWER LINE ON STEEL TOWERS,
 BH3163'APPROXIMATELY 50 YARDS NORTH OF THE SOUTH EDGE OF THE RIGHT OF WAY
 BH3163'CLEARING, APPROXIMATELY 75 YARDS EAST OF THE RAILROAD, 1.2 FT (0.4 M)
 BH3163'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BH3163'STATION 49-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BH3163
 BH3163                          STATION RECOVERY (2002)
 BH3163
 BH3163'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 BH3163'RECOVERED IN GOOD CONDITION.
 BH3163
 BH3163                          STATION RECOVERY (2006)
 BH3163
 BH3163'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BH3163'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3164 ***********************************************************************
 BH3164  DESIGNATION -  49 15
 BH3164  PID         -  BH3164
 BH3164  STATE/COUNTY-  AL/MOBILE
 BH3164  USGS QUAD   -  MOBILE (1982)
 BH3164
 BH3164                         *CURRENT SURVEY CONTROL
 BH3164  ___________________________________________________________________
 BH3164* NAD 83(1992)-  30 44 06.07081(N)    088 07 01.06024(W)     ADJUSTED  
 BH3164* NAVD 88     -        15.4    (meters)      51.     (feet)  GPS OBS   
 BH3164  ___________________________________________________________________
 BH3164  X           -     180,300.753 (meters)                     COMP
 BH3164  Y           -  -5,484,089.021 (meters)                     COMP
 BH3164  Z           -   3,240,670.318 (meters)                     COMP
 BH3164  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 BH3164  ELLIP HEIGHT-         -13.23  (meters)          (08/29/05) GPS OBS
 BH3164  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH3164
 BH3164  HORZ ORDER  -  A
 BH3164  ELLP ORDER  -  FOURTH    CLASS I
 BH3164
 BH3164.The horizontal coordinates were established by GPS observations
 BH3164.and adjusted by the National Geodetic Survey in August 2005..
 BH3164
 BH3164.The orthometric height was determined by GPS observations and a
 BH3164.high-resolution geoid model.
 BH3164
 BH3164.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3164
 BH3164.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3164
 BH3164.The ellipsoidal height was determined by GPS observations
 BH3164.and is referenced to NAD 83.
 BH3164
 BH3164.The geoid height was determined by GEOID03.
 BH3164
 BH3164;                    North         East     Units Scale Factor Converg.
 BH3164;SPC AL W     -    81,640.440   540,918.669   MT  0.99997638   -0 18 55.1
 BH3164;UTM  16      - 3,400,768.773   393,071.145   MT  0.99974104   -0 34 15.2
 BH3164
 BH3164!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3164!SPC AL W     -   1.00000208  x   0.99997638  =   0.99997846
 BH3164!UTM  16      -   1.00000208  x   0.99974104  =   0.99974312
 BH3164
 BH3164:                Primary Azimuth Mark                     Grid Az
 BH3164:SPC AL W     -  49 16                                    064 26 29.9
 BH3164:UTM  16      -  49 16                                    064 41 50.0
 BH3164
 BH3164|---------------------------------------------------------------------|
 BH3164| PID    Reference Object                     Distance      Geod. Az  |
 BH3164|                                                           dddmmss.s |
 BH3164| BH3165 49 16                               APPROX. 0.5 KM 0640734.8 |
 BH3164|---------------------------------------------------------------------|
 BH3164
 BH3164                          SUPERSEDED SURVEY CONTROL
 BH3164
 BH3164  ELLIP H (07/29/02)  -13.25   (m)                       GP(       ) 4 1
 BH3164  ELLIP H (01/21/93)  -13.19   (m)                       GP(       ) 4 2
 BH3164  NAD 83(1992)-  30 44 06.06874(N)    088 07 01.05931(W) AD(       ) 1
 BH3164  ELLIP H (12/04/92)  -13.19   (m)                       GP(       ) 4 1
 BH3164  NAD 83(1986)-  30 44 06.08955(N)    088 07 01.06178(W) AD(       ) 1
 BH3164  NGVD 29 (12/04/92)   15.3    (m)           50.     (f) GPS OBS        
 BH3164
 BH3164.Superseded values are not recommended for survey control.
 BH3164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3164.See file dsdata.txt to determine how the superseded data were derived.
 BH3164
 BH3164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9307100769(NAD 83)
 BH3164_MARKER: DD = SURVEY DISK
 BH3164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3164_SP_SET: CONCRETE POST
 BH3164_STAMPING: 49-15 1991
 BH3164_MARK LOGO: ALHD  
 BH3164_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3164+STABILITY: SURFACE MOTION
 BH3164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3164+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 BH3164
 BH3164  HISTORY     - Date     Condition        Report By
 BH3164  HISTORY     - 1991     MONUMENTED       ALHD
 BH3164  HISTORY     - 20040412 GOOD             ALHD
 BH3164  HISTORY     - 20040622 GOOD             LOCSUR
 BH3164
 BH3164                          STATION DESCRIPTION
 BH3164
 BH3164'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3164'THE STATION IS LOCATED IN MOBILE COUNTY ON THE WEST RIGHT OF WAY OF
 BH3164'THE WEST FRONTAGE ROAD OF I-65 BETWEEN U.S. 98 AND U.S. 45 IN MOBILE.
 BH3164'TO REACH THE STATION FROM THE U.S. 98 UNDERPASS UNDER I-65 IN MOBILE.
 BH3164'DRIVE WEST ON U.S. 98 FOR 0.05 MI (0.08 KM) TO THE WEST FRONTAGE ROAD
 BH3164'ON THE RIGHT, TURN RIGHT ON THE WEST FRONTAGE ROAD AND DRIVE NORTH
 BH3164'FOR 1.25 MI (2.01 KM) TO THE ALABAMA HIGHWAY DEPARTMENT NINTH
 BH3164'DIVISION OFFICE ON THE LEFT, CONTINUE NORTH AND NORTHEAST FOR 0.70 MI
 BH3164'(1.13 KM) TO THE STATION ON THE LEFT.
 BH3164'THE STATION IS 26.0 FT (7.9 M) NORTH-NORTHEAST OF A FIRE HYDRANT, 39.0
 BH3164'FT (11.9 M) EAST-SOUTHEAST OF A SIX-INCH BY SIX-INCH POWER SERVICE
 BH3164'POLE, 44.2 FT (13.5 M) NORTHWEST OF THE CENTERLINE OF THE WEST
 BH3164'FRONTAGE ROAD, 2.1 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST,
 BH3164'AND SET FLUSH WITH THE GROUND.
 BH3164'STATION 49-16 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BH3164
 BH3164                          STATION RECOVERY (2004)
 BH3164
 BH3164'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BH3164'RECOVERED IN GOOD CONDITION.
 BH3164
 BH3164                          STATION RECOVERY (2004)
 BH3164
 BH3164'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (KE)
 BH3164'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3165 ***********************************************************************
 BH3165  DESIGNATION -  49 16
 BH3165  PID         -  BH3165
 BH3165  STATE/COUNTY-  AL/MOBILE
 BH3165  USGS QUAD   -  MOBILE (1982)
 BH3165
 BH3165                         *CURRENT SURVEY CONTROL
 BH3165  ___________________________________________________________________
 BH3165* NAD 83(1992)-  30 44 13.17065(N)    088 06 44.11274(W)     ADJUSTED  
 BH3165* NAVD 88     -        14.4    (meters)      47.     (feet)  VERTCON   
 BH3165  ___________________________________________________________________
 BH3165  X           -     180,747.638 (meters)                     COMP
 BH3165  Y           -  -5,483,961.687 (meters)                     COMP
 BH3165  Z           -   3,240,857.765 (meters)                     COMP
 BH3165  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 BH3165  ELLIP HEIGHT-         -14.18  (meters)          (07/29/02) GPS OBS
 BH3165  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH3165
 BH3165  HORZ ORDER  -  FIRST
 BH3165  ELLP ORDER  -  FOURTH    CLASS I
 BH3165
 BH3165.The horizontal coordinates were established by GPS observations
 BH3165.and adjusted by the National Geodetic Survey in December 1992..
 BH3165
 BH3165.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3165.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3165
 BH3165.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3165
 BH3165.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3165
 BH3165.The ellipsoidal height was determined by GPS observations
 BH3165.and is referenced to NAD 83.
 BH3165
 BH3165.The geoid height was determined by GEOID03.
 BH3165
 BH3165;                    North         East     Units Scale Factor Converg.
 BH3165;SPC AL W     -    81,856.605   541,370.683   MT  0.99997572   -0 18 46.5
 BH3165;UTM  16      - 3,400,982.870   393,524.012   MT  0.99973985   -0 34 06.7
 BH3165
 BH3165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3165!SPC AL W     -   1.00000223  x   0.99997572  =   0.99997795
 BH3165!UTM  16      -   1.00000223  x   0.99973985  =   0.99974208
 BH3165
 BH3165:                Primary Azimuth Mark                     Grid Az
 BH3165:SPC AL W     -  49 15                                    244 26 29.9
 BH3165:UTM  16      -  49 15                                    244 41 50.1
 BH3165
 BH3165|---------------------------------------------------------------------|
 BH3165| PID    Reference Object                     Distance      Geod. Az  |
 BH3165|                                                           dddmmss.s |
 BH3165| BH3164 49 15                               APPROX. 0.5 KM 2440743.4 |
 BH3165|---------------------------------------------------------------------|
 BH3165
 BH3165                          SUPERSEDED SURVEY CONTROL
 BH3165
 BH3165  ELLIP H (01/21/93)  -14.11   (m)                       GP(       ) 4 2
 BH3165  ELLIP H (12/04/92)  -14.11   (m)                       GP(       ) 4 1
 BH3165  NAD 83(1986)-  30 44 13.19147(N)    088 06 44.11521(W) AD(       ) 1
 BH3165  NGVD 29 (12/04/92)   14.4    (m)           47.     (f) GPS OBS        
 BH3165
 BH3165.Superseded values are not recommended for survey control.
 BH3165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3165.See file dsdata.txt to determine how the superseded data were derived.
 BH3165
 BH3165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9352400983(NAD 83)
 BH3165_MARKER: DD = SURVEY DISK
 BH3165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3165_SP_SET: CONCRETE POST
 BH3165_STAMPING: 49-16 1991
 BH3165_MARK LOGO: ALHD  
 BH3165_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3165+STABILITY: SURFACE MOTION
 BH3165_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3165+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BH3165
 BH3165  HISTORY     - Date     Condition        Report By
 BH3165  HISTORY     - 1991     MONUMENTED       ALHD
 BH3165
 BH3165                          STATION DESCRIPTION
 BH3165
 BH3165'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3165'THE STATION IS LOCATED IN MOBILE COUNTY ON THE EAST RIGHT OF WAY OF
 BH3165'THE EAST FRONTAGE ROAD OF I-65 BETWEEN U.S. 98 AND U.S. 45 IN MOBILE.
 BH3165'TO REACH THE STATION FROM THE U.S. 98 UNDERPASS UNDER I-65 IN MOBILE,
 BH3165'DRIVE EAST ON U.S. 98 FOR 0.05 MI (0.08 KM) TO THE EAST FRONTAGE ROAD
 BH3165'ON THE LEFT, TURN LEFT ON THE EAST FRONTAGE ROAD AND DRIVE NORTH AND
 BH3165'NOPRTHEAST FOR 2.30 MI (3.70 KM) TO THE STATION ON THE RIGHT IN FRONT
 BH3165'OF A LARGE EMPTY GLASS FRONT BUILDING WITH DELTA GOLF CARS IN LARGE
 BH3165'LETTERS ACROSS THE FRONT.
 BH3165'THE STATION IS 5.2 FT (1.6 M) NORTHWEST OF A CABLE AROUND A PARKING
 BH3165'AREA, 8.0 FT (2.4 M) NORTHWEST OF THE NORTHWEST CONCRETE CURB OF THE
 BH3165'PARKING AREA, 33.8 FT (10.3 M) SOUTHEAST OF THE CENTERLINE OF THE
 BH3165'EAST FRONTAGE ROAD, 59.2 FT (18.0 M) NORTHWEST OF THE FRONT OF THE
 BH3165'BUILDING, 68.6 FT (20.9 M) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF
 BH3165'THE BUILDING, 76.2 FT (23.2 M) SOUTHWEST OF THE CENTER OF A CONCRETE
 BH3165'DRIVEWAY, 76.7 FT (23.4 M) WEST OF THE NORTHWEST CORNER OF THE
 BH3165'BUILDING, 115.5 FT (35.2 M) NORTHEAST OF THE CENTER OF JESSIE STREET,
 BH3165'4.9 FT (1.5 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 BH3165'FLUSH WITH THE GROUND.
 BH3165'STATION 49-15 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2245 ***********************************************************************
 AA2245  DESIGNATION -  49 17
 AA2245  PID         -  AA2245
 AA2245  STATE/COUNTY-  AL/MOBILE
 AA2245  USGS QUAD   -  GRAND BAY (1986)
 AA2245
 AA2245                         *CURRENT SURVEY CONTROL
 AA2245  ___________________________________________________________________
 AA2245* NAD 83(1992)-  30 26 36.02764(N)    088 20 50.01608(W)     ADJUSTED  
 AA2245* NAVD 88     -        25.2    (meters)      83.     (feet)  VERTCON   
 AA2245  ___________________________________________________________________
 AA2245  X           -     158,734.255 (meters)                     COMP
 AA2245  Y           -  -5,501,226.367 (meters)                     COMP
 AA2245  Z           -   3,212,839.290 (meters)                     COMP
 AA2245  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA2245  ELLIP HEIGHT-          -3.12  (meters)          (07/29/02) GPS OBS
 AA2245  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA2245
 AA2245  HORZ ORDER  -  FIRST
 AA2245  ELLP ORDER  -  FOURTH    CLASS I
 AA2245
 AA2245.The horizontal coordinates were established by GPS observations
 AA2245.and adjusted by the National Geodetic Survey in December 1994..
 AA2245
 AA2245.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2245.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2245
 AA2245.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2245
 AA2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2245
 AA2245.The ellipsoidal height was determined by GPS observations
 AA2245.and is referenced to NAD 83.
 AA2245
 AA2245.The geoid height was determined by GEOID03.
 AA2245
 AA2245;                    North         East     Units Scale Factor Converg.
 AA2245;SPC AL W     -    49,448.680   518,624.018   MT  1.00001500   -0 25 45.5
 AA2245;UTM  16      - 3,368,683.482   370,638.705   MT  0.99980644   -0 40 57.8
 AA2245
 AA2245!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2245!SPC AL W     -   1.00000049  x   1.00001500  =   1.00001549
 AA2245!UTM  16      -   1.00000049  x   0.99980644  =   0.99980693
 AA2245
 AA2245|---------------------------------------------------------------------|
 AA2245| PID    Reference Object                     Distance      Geod. Az  |
 AA2245|                                                           dddmmss.s |
 AA2245| AA2246 49 18                               389.139 METERS 10345     |
 AA2245|---------------------------------------------------------------------|
 AA2245
 AA2245                          SUPERSEDED SURVEY CONTROL
 AA2245
 AA2245  ELLIP H (12/16/94)   -3.09   (m)                       GP(       ) 3 2
 AA2245  NGVD 29 (12/16/94)   25.2    (m)           83.     (f) GPS OBS        
 AA2245
 AA2245.Superseded values are not recommended for survey control.
 AA2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2245.See file dsdata.txt to determine how the superseded data were derived.
 AA2245
 AA2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7063968683(NAD 83)
 AA2245_MARKER: DD = SURVEY DISK
 AA2245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2245_SP_SET: CONCRETE POST
 AA2245_STAMPING: 49-17 1993
 AA2245_MARK LOGO: ALHD  
 AA2245_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2245+STABILITY: SURFACE MOTION
 AA2245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2245+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2245
 AA2245  HISTORY     - Date     Condition        Report By
 AA2245  HISTORY     - 1993     MONUMENTED       ALHD
 AA2245
 AA2245                          STATION DESCRIPTION
 AA2245
 AA2245'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2245'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2245'HUGH FORT ROAD, ABOUT 2.45 MI (3.94 KM) SOUTH OF GRAND BAY AND ABOUT
 AA2245'6.50 MI (10.46 KM) NORTHWEST OF BAYOU LA BATRE. TO REACH THE STATION
 AA2245'FROM EXIT 4 ON I-10 (MILE POST 0.00 ON ALA 188), DRIVE SOUTH ON ALA
 AA2245'188 FOR 1.40 MI (2.25 KM) TO MILE POST 1.40 AND U.S. 90 LEFT AND RIGHT
 AA2245'AT A TRAFFIC LIGHT IN GRAND BAY, TURN LEFT ON U.S. 90 AND ALA 188 AND
 AA2245'DRIVE EAST FOR 0.20 MI (0.32 KM) TO MILE POST 4 AND ALA 188 ON THE
 AA2245'RIGHT, TURN RIGHT ON ALA 188 AND DRIVE SOUTH FOR 0.45 MI (0.72 KM) TO
 AA2245'A T-INTERSECTION WITH ALA 188 ON THE LEFT AND SAEGAR ROAD ON THE
 AA2245'RIGHT, TURN RIGHT ON SAEGAR ROAD AND DRIVE WEST FOR 0.45 MI (0.72 KM)
 AA2245'TO POTTER TRACT ROAD LEFT AND RIGHT AT A FOUR WAY STOP, TURN LEFT ON
 AA2245'POTTER TRACT ROAD AND DRIVE SOUTH FOR 2.05 MI (3.30 KM) TO HUGH FORT
 AA2245'ROAD ON THE RIGHT, TURN RIGHT ON HUGH FORT ROAD AND DRIVE WEST FOR
 AA2245'0.25 MI (0.40 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.0 FT
 AA2245'(0.6 M) NORTH OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA2245'POSTS, 28.4 FT (8.7 M) SOUTH OF THE CENTERLINE OF HUGH FORT ROAD, 37.2
 AA2245'FT (11.3 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 1 32 LP3, 67.7 FT
 AA2245'(20.6 M) SOUTHEAST OF A POWER SERVICE AND SECURITY LIGHT POLE ACROSS
 AA2245'THE ROAD, 72.5 FT (22.1 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO.
 AA2245'205 E ACROSS THE ROAD, 86.0 FT (26.2 M) EAST OF THE EAST SIDE OF A GAP
 AA2245'IN THE FENCE LINE, 103.0 FT (31.4 M) EAST OF THE NORTHWEST CORNER OF
 AA2245'THE FENCE, 1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA2245'FLUSH WITH THE GROUND. STATION 49-18 1993 MAY BE USED AS AN AZIMUTH
 AA2245'FOR THIS STATION. NOTE - THIS STATION IS NEAR TRIANGULATION STATION
 AA2245'WOOD BUT WAS NOT CONNECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2246 ***********************************************************************
 AA2246  DESIGNATION -  49 18
 AA2246  PID         -  AA2246
 AA2246  STATE/COUNTY-  AL/MOBILE
 AA2246  USGS QUAD   -  GRAND BAY (1986)
 AA2246
 AA2246                         *CURRENT SURVEY CONTROL
 AA2246  ___________________________________________________________________
 AA2246* NAD 83(1992)-  30 26 33.02504(N)    088 20 35.84940(W)     ADJUSTED  
 AA2246* NAVD 88     -        27.5    (meters)      90.     (feet)  VERTCON   
 AA2246  ___________________________________________________________________
 AA2246  X           -     159,113.502 (meters)                     COMP
 AA2246  Y           -  -5,501,264.255 (meters)                     COMP
 AA2246  Z           -   3,212,760.734 (meters)                     COMP
 AA2246  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA2246  ELLIP HEIGHT-          -0.83  (meters)          (07/29/02) GPS OBS
 AA2246  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AA2246
 AA2246  HORZ ORDER  -  FIRST
 AA2246  ELLP ORDER  -  FOURTH    CLASS I
 AA2246
 AA2246.The horizontal coordinates were established by GPS observations
 AA2246.and adjusted by the National Geodetic Survey in December 1994..
 AA2246
 AA2246.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2246.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2246
 AA2246.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2246
 AA2246.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2246
 AA2246.The ellipsoidal height was determined by GPS observations
 AA2246.and is referenced to NAD 83.
 AA2246
 AA2246.The geoid height was determined by GEOID03.
 AA2246
 AA2246;                    North         East     Units Scale Factor Converg.
 AA2246;SPC AL W     -    49,353.392   519,001.316   MT  1.00001424   -0 25 38.3
 AA2246;UTM  16      - 3,368,586.547   371,015.499   MT  0.99980524   -0 40 50.5
 AA2246
 AA2246!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2246!SPC AL W     -   1.00000013  x   1.00001424  =   1.00001437
 AA2246!UTM  16      -   1.00000013  x   0.99980524  =   0.99980537
 AA2246
 AA2246|---------------------------------------------------------------------|
 AA2246| PID    Reference Object                     Distance      Geod. Az  |
 AA2246|                                                           dddmmss.s |
 AA2246| AA2245 49 17                               389.139 METERS 28345     |
 AA2246|---------------------------------------------------------------------|
 AA2246
 AA2246                          SUPERSEDED SURVEY CONTROL
 AA2246
 AA2246  ELLIP H (12/16/94)   -0.81   (m)                       GP(       ) 3 2
 AA2246  NGVD 29 (12/16/94)   27.5    (m)           90.     (f) GPS OBS        
 AA2246
 AA2246.Superseded values are not recommended for survey control.
 AA2246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2246.See file dsdata.txt to determine how the superseded data were derived.
 AA2246
 AA2246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7101568587(NAD 83)
 AA2246_MARKER: DD = SURVEY DISK
 AA2246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2246_SP_SET: CONCRETE POST
 AA2246_STAMPING: 49-18 1993
 AA2246_MARK LOGO: ALHD  
 AA2246_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2246+STABILITY: SURFACE MOTION
 AA2246_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2246+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2246
 AA2246  HISTORY     - Date     Condition        Report By
 AA2246  HISTORY     - 1993     MONUMENTED       ALHD
 AA2246
 AA2246                          STATION DESCRIPTION
 AA2246
 AA2246'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2246'THE STATION IS LOCATED IN MOBILE COUNTY ON THE EAST RIGHT OF WAY OF
 AA2246'POTTER TRACT ROAD, ABOUT 2.45 MI (3.94 KM) SOUTH OF GRAND BAY AND
 AA2246'ABOUT 6.25 MI (10.06 KM) NORTHWEST OF BAYOU LA BATRE. TO REACH THE
 AA2246'STATION FROM EXIT 4 ON I-10 (MILE POST 0.00 ON ALA 188), DRIVE SOUTH
 AA2246'ON ALA 188 FOR 1.40 MI (2.25 KM) TO MILE POST 1.40 AND U.S. 90 LEFT
 AA2246'AND RIGHT AT A TRAFFIC LIGHT IN GRAND BAY, TURN LEFT ON U.S. 90 AND
 AA2246'ALA 188 AND DRIVE EAST FOR 0.20 MI (0.32 KM) TO MILE POST 4 AND ALA
 AA2246'188 ON THE RIGHT, TURN RIGHT ON ALA 188 AND DRIVE SOUTH FOR 0.45 MI
 AA2246'(0.72 KM) TO A T-INTERSECTION WITH ALA 188 ON THE LEFT AND SAEGAR ROAD
 AA2246'ON THE RIGHT, TURN RIGHT ON SAEGAR ROAD AND DRIVE WEST FOR 0.45 MI
 AA2246'(0.72 KM) TO POTTER TRACT ROAD LEFT AND RIGHT AT A FOUR WAY STOP, TURN
 AA2246'LEFT ON POTTER TRACT ROAD AND DRIVE SOUTH FOR 2.10 MI (3.38 KM) TO THE
 AA2246'STATION ON THE LEFT. THE STATION IS 27.0 FT (8.2 M) EAST OF THE
 AA2246'CENTERLINE OF POTTER TRACT ROAD, 83.2 FT (25.4 M) NORTHEAST OF THE
 AA2246'NORTH POST OF A METAL GATE ACROSS THE ROAD, 94.9 FT (28.9 M) NORTHEAST
 AA2246'OF THE SOUTH POST OF A METAL GATE ACROSS THE ROAD, 126.3 FT (38.5 M)
 AA2246'SOUTHEAST OF POWER POLE NO. M 201 75 ACROSS THE ROAD, 1.7 FT (0.5 M)
 AA2246'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2246'STATION 49-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION. NOTE -
 AA2246'THIS STATION IS NEAR TRIANGULATION STATION WOOD BUT WAS NOT CONNECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2247 ***********************************************************************
 AA2247  DESIGNATION -  49 19
 AA2247  PID         -  AA2247
 AA2247  STATE/COUNTY-  AL/MOBILE
 AA2247  USGS QUAD   -  CODEN (1985)
 AA2247
 AA2247                         *CURRENT SURVEY CONTROL
 AA2247  ___________________________________________________________________
 AA2247* NAD 83(1992)-  30 25 44.19543(N)    088 10 11.95765(W)     ADJUSTED  
 AA2247* NAVD 88     -         9.2    (meters)      30.     (feet)  VERTCON   
 AA2247  ___________________________________________________________________
 AA2247  X           -     175,776.315 (meters)                     COMP
 AA2247  Y           -  -5,501,503.447 (meters)                     COMP
 AA2247  Z           -   3,211,455.038 (meters)                     COMP
 AA2247  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AA2247  ELLIP HEIGHT-         -19.05  (meters)          (07/29/02) GPS OBS
 AA2247  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 AA2247
 AA2247  HORZ ORDER  -  FIRST
 AA2247  ELLP ORDER  -  FOURTH    CLASS I
 AA2247
 AA2247.The horizontal coordinates were established by GPS observations
 AA2247.and adjusted by the National Geodetic Survey in December 1994..
 AA2247
 AA2247.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2247.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2247
 AA2247.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2247
 AA2247.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2247
 AA2247.The ellipsoidal height was determined by GPS observations
 AA2247.and is referenced to NAD 83.
 AA2247
 AA2247.The geoid height was determined by GEOID03.
 AA2247
 AA2247;                    North         East     Units Scale Factor Converg.
 AA2247;SPC AL W     -    47,738.376   535,638.717   MT  0.99998442   -0 20 21.6
 AA2247;UTM  16      - 3,366,898.350   387,641.957   MT  0.99975574   -0 35 33.5
 AA2247
 AA2247!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2247!SPC AL W     -   1.00000299  x   0.99998442  =   0.99998741
 AA2247!UTM  16      -   1.00000299  x   0.99975574  =   0.99975873
 AA2247
 AA2247                          SUPERSEDED SURVEY CONTROL
 AA2247
 AA2247  ELLIP H (12/16/94)  -19.03   (m)                       GP(       ) 3 2
 AA2247  NGVD 29 (12/16/94)    9.2    (m)           30.     (f) GPS OBS        
 AA2247
 AA2247.Superseded values are not recommended for survey control.
 AA2247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2247.See file dsdata.txt to determine how the superseded data were derived.
 AA2247
 AA2247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8764266898(NAD 83)
 AA2247_MARKER: DD = SURVEY DISK
 AA2247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2247_SP_SET: CONCRETE POST
 AA2247_STAMPING: 49-19 1993
 AA2247_MARK LOGO: ALHD  
 AA2247_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2247+STABILITY: SURFACE MOTION
 AA2247_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2247+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2247
 AA2247  HISTORY     - Date     Condition        Report By
 AA2247  HISTORY     - 1993     MONUMENTED       ALHD
 AA2247
 AA2247                          STATION DESCRIPTION
 AA2247
 AA2247'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2247'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2247'DEAKLE ROAD, ABOUT 5.00 MI (8.05 KM) EAST-NORTHEAST OF BAYOU LA BATRE
 AA2247'AND ABOUT 8.25 MI (13.28 KM) SOUTH OF THEODORE. TO REACH THE STATION
 AA2247'FROM EXIT 15 ON I-10 (MILE POST 17.35 ON U.S. 90) , DRIVE SOUTHWEST ON
 AA2247'U.S. 90 FOR 2.40 MI (3.86 KM) TO MILE POST 14.95 AND MOBILE COUNTY
 AA2247'ROAD NO. 59 (BELLINGRATH ROAD) LEFT AND RIGHT AT A TRAFFIC LIGHT IN
 AA2247'THEODORE, TURN LEFT ON MOBILE COUNTY ROAD NO. 59 AND DRIVE SOUTH FOR
 AA2247'8.55 MI (13.76 KM) TO DEAKLE ROAD ON THE RIGHT, TURN RIGHT ON DEAKLE
 AA2247'ROAD AND DRIVE WEST FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT.
 AA2247'THE STATION IS 2.9 FT (0.9 M) SOUTH OF A FOUR FOOT HOG WIRE FENCE ON
 AA2247'TREATED WOOD POSTS, 34.5 FT (10.5 M) NORTHEAST OF THE EAST END OF A
 AA2247'FIFTEEN-INCH CONCRETE PIPE UNDER A PAVED DRIVEWAY, 41.0 FT (12.5 M)
 AA2247'EAST OF THE EAST POST OF A METAL GATE, 47.6 FT (14.5 M) EAST OF THE
 AA2247'CENTER OF A PAVED DRIVEWAY, 48.0 FT (14.6 M) NORTH OF THE CENTERLINE
 AA2247'OF DEAKLE ROAD, 128.0 FT (39.0 M) WEST-NORTHWEST OF A BLUE MC 5500
 AA2247'SIGN, 137.3 FT (41.8 M) WEST OF A LARGE CONCRETE POWER POLE, 3.0 FT
 AA2247'(0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2247'GROUND. STATION 49-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1850 ***********************************************************************
 BV1850  DESIGNATION -  49 2
 BV1850  PID         -  BV1850
 BV1850  STATE/COUNTY-  AL/MOBILE
 BV1850  USGS QUAD   -  CITRONELLE EAST (1982)
 BV1850
 BV1850                         *CURRENT SURVEY CONTROL
 BV1850  ___________________________________________________________________
 BV1850* NAD 83(1992)-  31 02 27.07029(N)    088 13 53.83649(W)     ADJUSTED  
 BV1850* NAVD 88     -        94.86   (meters)     311.2    (feet)  N HEIGHT  
 BV1850  ___________________________________________________________________
 BV1850  X           -     168,790.627 (meters)                     COMP
 BV1850  Y           -  -5,467,109.065 (meters)                     COMP
 BV1850  Z           -   3,269,809.437 (meters)                     COMP
 BV1850  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 BV1850  ELLIP HEIGHT-          66.60  (meters)          (07/29/02) GPS OBS
 BV1850  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BV1850  DYNAMIC HT  -          94.73  (meters)     310.8   (feet)  COMP
 BV1850  MODELED GRAV-     979,363.5   (mgal)                       NAVD 88
 BV1850
 BV1850  HORZ ORDER  -  FIRST
 BV1850  VERT ORDER  -  THIRD
 BV1850  ELLP ORDER  -  FOURTH    CLASS I
 BV1850
 BV1850.The horizontal coordinates were established by GPS observations
 BV1850.and adjusted by the National Geodetic Survey in December 1992..
 BV1850
 BV1850.The orthometric height was determined by differential leveling
 BV1850.and adjusted by the National Geodetic Survey in February 1996..
 BV1850.The height was determined by precise leveling from only one NSRS
 BV1850.bench mark.  This was not adequate "tie leveling" to NSRS and was
 BV1850.allowed ONLY to validate the GPS-derived height.
 BV1850
 BV1850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1850
 BV1850.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1850
 BV1850.The ellipsoidal height was determined by GPS observations
 BV1850.and is referenced to NAD 83.
 BV1850
 BV1850.The geoid height was determined by GEOID03.
 BV1850
 BV1850.The dynamic height is computed by dividing the NAVD 88
 BV1850.geopotential number by the normal gravity value computed on the
 BV1850.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1850.degrees latitude (g = 980.6199 gals.).
 BV1850
 BV1850.The modeled gravity was interpolated from observed gravity values.
 BV1850
 BV1850;                    North         East     Units Scale Factor Converg.
 BV1850;SPC AL W     -   115,612.516   530,160.619   MT  0.99999348   -0 22 38.2
 BV1850;UTM  16      - 3,434,780.915   382,467.856   MT  0.99977039   -0 38 06.6
 BV1850
 BV1850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1850!SPC AL W     -   0.99998954  x   0.99999348  =   0.99998302
 BV1850!UTM  16      -   0.99998954  x   0.99977039  =   0.99975993
 BV1850
 BV1850                          SUPERSEDED SURVEY CONTROL
 BV1850
 BV1850  ELLIP H (12/04/92)   66.63   (m)                       GP(       ) 4 1
 BV1850  NAD 83(1986)-  31 02 27.08849(N)    088 13 53.83982(W) AD(       ) 1
 BV1850  NGVD 29 (??/??/??)   94.82   (m)          311.1    (f) N HEIGHT    3  
 BV1850
 BV1850.Superseded values are not recommended for survey control.
 BV1850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1850.See file dsdata.txt to determine how the superseded data were derived.
 BV1850
 BV1850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8246834781(NAD 83)
 BV1850_MARKER: DD = SURVEY DISK
 BV1850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1850_SP_SET: CONCRETE POST
 BV1850_STAMPING: 49-2 1991
 BV1850_MARK LOGO: ALHD  
 BV1850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1850+STABILITY: SURFACE MOTION
 BV1850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1850+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1994
 BV1850
 BV1850  HISTORY     - Date     Condition        Report By
 BV1850  HISTORY     - 1991     MONUMENTED       ALHD
 BV1850  HISTORY     - 19940310 GOOD             ALHD
 BV1850
 BV1850                          STATION DESCRIPTION
 BV1850
 BV1850'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1850'THE STATION IS LOCATED IN MOBILE COUNTY ON THE EAST RIGHT OF WAY OF
 BV1850'U.S. 45 AND ALA 17, ABOUT 3.40 MI (5.47 KM) SOUTH OF CITRONELLE AND
 BV1850'ABOUT 13.05 MI (21.00 KM) WEST-SOUTHWEST OF MOUNT VERNON.
 BV1850'TO REACH THE STATION FROM EXIT 8 ON I-65 (MILE POST 5.20 ON U.S. 45
 BV1850'AND ALA 17) IN PRICHARD, DRIVE NORTH ON U.S. 45 AND ALA 17 FOR 23.85
 BV1850'MI (38.38 KM) TO MILE POST 29.05 AND THE STATION ON THE RIGHT.
 BV1850'THE STATION IS 38.9 FT (11.9 M) EAST OF THE CENTERLINE OF U.S. 45 AND
 BV1850'ALA 17, 70.0 FT (21.3 M) NORTH OF THE CENTER OF BUD ODOM ROAD, 96.1
 BV1850'FT (29.3 M) NORTH OF A BUD ODOM ROAD ROAD SIGN, 102.5 FT (31.2 M)
 BV1850'NORTH OF TELEPHONE CABLE PEDESTAL NO. P 1 ACROSS BUD ODOM ROAD, 103.0
 BV1850'FT (31.4 M) NORTH OF A LIGHT POLE ACROSS BUD ODOM ROAD, 1.5 FT
 BV1850'(0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BV1850'GROUND.
 BV1850'STATION 49-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BV1850
 BV1850                          STATION RECOVERY (1994)
 BV1850
 BV1850'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 BV1850'THE STATION IS LOCATED IN MOBILE COUNTY ON THE EAST RIGHT OF WAY OF
 BV1850'U.S. 45 AND ALA 17, ABOUT 3.40 MI (5.47 KM) SOUTH OF CITRONELLE AND
 BV1850'ABOUT 13.05 MI (21.00 KM) WEST-SOUTHWEST OF MOUNT VERNON. TO REACH THE
 BV1850'STATION FROM EXIT 8 ON I-65 (MILE POST 5.20 ON U.S. 45 AND ALA 17) IN
 BV1850'PRICHARD, DRIVE NORTH ON U.S. 45 AND ALA 17 FOR 23.85 MI (38.38 KM) TO
 BV1850'MILE POST 29.05 AND THE STATION ON THE RIGHT. THE STATION IS 38.9 FT
 BV1850'(11.9 M) EAST OF THE CENTERLINE OF U.S. 45 AND ALA 17, 70.0 FT (21.3
 BV1850'M) NORTH OF THE CENTER OF BUD ODOM ROAD, 96.1 FT (29.3 M) NORTH OF A
 BV1850'BUD ODOM ROAD ROAD SIGN, 102.5 FT (31.2 M) NORTH OF TELEPHONE CABLE
 BV1850'PEDESTAL NO. P 1 ACROSS BUD ODOM ROAD, 103.0 FT (31.4 M) NORTH OF A
 BV1850'LIGHT POLE ACROSS BUD ODOM ROAD, 1.5 FT (0.5 M) WEST OF A CARSONITE
 BV1850'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 49-1 1991 MAY BE
 BV1850'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2248 ***********************************************************************
 AA2248  DESIGNATION -  49 20
 AA2248  PID         -  AA2248
 AA2248  STATE/COUNTY-  AL/MOBILE
 AA2248  USGS QUAD   -  CODEN (1985)
 AA2248
 AA2248                         *CURRENT SURVEY CONTROL
 AA2248  ___________________________________________________________________
 AA2248* NAD 83(1992)-  30 25 43.22365(N)    088 09 44.50284(W)     ADJUSTED  
 AA2248* NAVD 88     -         9.1    (meters)      30.     (feet)  VERTCON   
 AA2248  ___________________________________________________________________
 AA2248  X           -     176,509.072 (meters)                     COMP
 AA2248  Y           -  -5,501,495.055 (meters)                     COMP
 AA2248  Z           -   3,211,429.179 (meters)                     COMP
 AA2248  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AA2248  ELLIP HEIGHT-         -19.16  (meters)          (07/29/02) GPS OBS
 AA2248  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AA2248
 AA2248  HORZ ORDER  -  FIRST
 AA2248  ELLP ORDER  -  FOURTH    CLASS I
 AA2248
 AA2248.The horizontal coordinates were established by GPS observations
 AA2248.and adjusted by the National Geodetic Survey in December 1994..
 AA2248
 AA2248.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2248.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2248
 AA2248.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2248
 AA2248.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2248
 AA2248.The ellipsoidal height was determined by GPS observations
 AA2248.and is referenced to NAD 83.
 AA2248
 AA2248.The geoid height was determined by GEOID03.
 AA2248
 AA2248;                    North         East     Units Scale Factor Converg.
 AA2248;SPC AL W     -    47,704.137   536,371.169   MT  0.99998326   -0 20 07.7
 AA2248;UTM  16      - 3,366,860.882   388,374.083   MT  0.99975372   -0 35 19.5
 AA2248
 AA2248!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2248!SPC AL W     -   1.00000301  x   0.99998326  =   0.99998627
 AA2248!UTM  16      -   1.00000301  x   0.99975372  =   0.99975673
 AA2248
 AA2248                          SUPERSEDED SURVEY CONTROL
 AA2248
 AA2248  ELLIP H (12/16/94)  -19.14   (m)                       GP(       ) 3 2
 AA2248  NGVD 29 (12/16/94)    9.1    (m)           30.     (f) GPS OBS        
 AA2248
 AA2248.Superseded values are not recommended for survey control.
 AA2248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2248.See file dsdata.txt to determine how the superseded data were derived.
 AA2248
 AA2248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8837466861(NAD 83)
 AA2248_MARKER: DD = SURVEY DISK
 AA2248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2248_SP_SET: CONCRETE POST
 AA2248_STAMPING: 49-20 1993
 AA2248_MARK LOGO: ALHD  
 AA2248_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2248+STABILITY: SURFACE MOTION
 AA2248_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2248+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2248
 AA2248  HISTORY     - Date     Condition        Report By
 AA2248  HISTORY     - 1993     MONUMENTED       ALHD
 AA2248
 AA2248                          STATION DESCRIPTION
 AA2248
 AA2248'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2248'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2248'DEAKLE ROAD, ABOUT 5.40 MI (8.69 KM) EAST-NORTHEAST OF BAYOU LA BATRE
 AA2248'AND ABOUT 8.35 MI (13.44 KM) SOUTH OF THEODORE. TO REACH THE STATION
 AA2248'FROM EXIT 15 ON I-10 (MILE POST 17.35 ON U.S. 90) , DRIVE SOUTHWEST ON
 AA2248'U.S. 90 FOR 2.40 MI (3.86 KM) TO MILE POST 14.95 AND MOBILE COUNTY
 AA2248'ROAD NO. 59 (BELLINGRATH ROAD) LEFT AND RIGHT AT A TRAFFIC LIGHT IN
 AA2248'THEODORE, TURN LEFT ON MOBILE COUNTY ROAD NO. 59 AND DRIVE SOUTH FOR
 AA2248'8.55 MI (13.76 KM) TO DEAKLE ROAD ON THE RIGHT, TURN RIGHT ON DEAKLE
 AA2248'ROAD AND DRIVE WEST FOR 0.20 MI (0.32 KM) TO THE STATION ON THE LEFT.
 AA2248'THE STATION IS 41.2 FT (12.6 M) SOUTH OF THE CENTERLINE OF DEAKLE
 AA2248'ROAD, 135.0 FT (41.1 M) EAST OF THE CENTER OF A PAVED TURN OUT, 152.0
 AA2248'FT (46.3 M) WEST OF THE CENTER OF A PAVED TURN OUT, 159.4 FT (48.6 M)
 AA2248'EAST OF POWER POLE NO. 4, 184.0 FT (56.1 M) WEST OF POWER POLE NO. 3
 AA2248'1/2, 184.9 FT (56.4 M) WEST OF THE NORTH END OF A HOG WIRE FENCE WITH
 AA2248'TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 1.6 FT (0.5 M) NORTH
 AA2248'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2248'49-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2249 ***********************************************************************
 AA2249  DESIGNATION -  49 21
 AA2249  PID         -  AA2249
 AA2249  STATE/COUNTY-  AL/MOBILE
 AA2249  USGS QUAD   -  ST ELMO (1982)
 AA2249
 AA2249                         *CURRENT SURVEY CONTROL
 AA2249  ___________________________________________________________________
 AA2249* NAD 83(1992)-  30 36 40.87207(N)    088 20 53.09667(W)     ADJUSTED  
 AA2249* NAVD 88     -        32.0    (meters)     105.     (feet)  VERTCON   
 AA2249  ___________________________________________________________________
 AA2249  X           -     158,379.517 (meters)                     COMP
 AA2249  Y           -  -5,491,777.185 (meters)                     COMP
 AA2249  Z           -   3,228,886.861 (meters)                     COMP
 AA2249  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 AA2249  ELLIP HEIGHT-           3.41  (meters)          (07/29/02) GPS OBS
 AA2249  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AA2249
 AA2249  HORZ ORDER  -  FIRST
 AA2249  ELLP ORDER  -  FOURTH    CLASS I
 AA2249
 AA2249.The horizontal coordinates were established by GPS observations
 AA2249.and adjusted by the National Geodetic Survey in December 1994..
 AA2249
 AA2249.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2249.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2249
 AA2249.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2249
 AA2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2249
 AA2249.The ellipsoidal height was determined by GPS observations
 AA2249.and is referenced to NAD 83.
 AA2249
 AA2249.The geoid height was determined by GEOID03.
 AA2249
 AA2249;                    North         East     Units Scale Factor Converg.
 AA2249;SPC AL W     -    68,075.129   518,681.873   MT  1.00001488   -0 25 54.8
 AA2249;UTM  16      - 3,387,305.604   370,779.119   MT  0.99980599   -0 41 11.6
 AA2249
 AA2249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2249!SPC AL W     -   0.99999946  x   1.00001488  =   1.00001434
 AA2249!UTM  16      -   0.99999946  x   0.99980599  =   0.99980545
 AA2249
 AA2249                          SUPERSEDED SURVEY CONTROL
 AA2249
 AA2249  ELLIP H (12/16/94)    3.47   (m)                       GP(       ) 3 2
 AA2249  NGVD 29 (12/16/94)   32.0    (m)          105.     (f) GPS OBS        
 AA2249
 AA2249.Superseded values are not recommended for survey control.
 AA2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2249.See file dsdata.txt to determine how the superseded data were derived.
 AA2249
 AA2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7077987306(NAD 83)
 AA2249_MARKER: DD = SURVEY DISK
 AA2249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2249_SP_SET: CONCRETE POST
 AA2249_STAMPING: 49-21 1993
 AA2249_MARK LOGO: ALHD  
 AA2249_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2249+STABILITY: SURFACE MOTION
 AA2249_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2249+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2249
 AA2249  HISTORY     - Date     Condition        Report By
 AA2249  HISTORY     - 1993     MONUMENTED       ALHD
 AA2249
 AA2249                          STATION DESCRIPTION
 AA2249
 AA2249'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2249'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2249'OF NEWMAN ROAD, ABOUT 9.05 MI (14.56 KM) NORTH OF GRAND BAY AND ABOUT
 AA2249'11.20 MI (18.02 KM) NORTHWEST OF THEODORE. TO REACH THE STATION FROM
 AA2249'EXIT 4 ON I-10, DRIVE NORTH ON GRAND BAY WILMER ROAD (MOBILE COUNTY
 AA2249'ROAD NO. 11) FOR 4.95 MI (7.97 KM) TO A FOUR WAY STOP AT A CAUTION
 AA2249'LIGHT WITH DAWES ROAD ON THE RIGHT AND NEWMAN ROAD AHEAD, CONTINUE
 AA2249'NORTH ON NEWMAN ROAD FOR 3.60 MI (5.79 KM) TO THE STATION ON THE LEFT.
 AA2249'THE STATION IS 3.1 FT (0.9 M) SOUTHEAST OF A HOG WIRE FENCE WITH ONE
 AA2249'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 30.6 FT (9.3 M) NORTHWEST
 AA2249'OF THE CENTERLINE OF NEWMAN ROAD (MOBILE COUNTY ROAD NO. 11) , 43.7 FT
 AA2249'(13.3 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 19 9, 44.0 FT (13.4
 AA2249'M) NORTHEAST OF A FENCE JUNCTION, 47.4 FT (14.4 M) SOUTH-SOUTHWEST OF
 AA2249'A POWER POLE IN A PASTURE, 3.3 FT (1.0 M) SOUTHEAST OF A CARSONITE
 AA2249'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 49-22 1993 MAY BE
 AA2249'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2250 ***********************************************************************
 AA2250  DESIGNATION -  49 22
 AA2250  PID         -  AA2250
 AA2250  STATE/COUNTY-  AL/MOBILE
 AA2250  USGS QUAD   -  ST ELMO (1982)
 AA2250
 AA2250                         *CURRENT SURVEY CONTROL
 AA2250  ___________________________________________________________________
 AA2250* NAD 83(1992)-  30 36 56.12722(N)    088 20 39.39734(W)     ADJUSTED  
 AA2250* NAVD 88     -        37.0    (meters)     121.     (feet)  VERTCON   
 AA2250  ___________________________________________________________________
 AA2250  X           -     158,737.470 (meters)                     COMP
 AA2250  Y           -  -5,491,531.785 (meters)                     COMP
 AA2250  Z           -   3,229,293.695 (meters)                     COMP
 AA2250  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AA2250  ELLIP HEIGHT-           8.37  (meters)          (07/29/02) GPS OBS
 AA2250  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AA2250
 AA2250  HORZ ORDER  -  FIRST
 AA2250  ELLP ORDER  -  FOURTH    CLASS I
 AA2250
 AA2250.The horizontal coordinates were established by GPS observations
 AA2250.and adjusted by the National Geodetic Survey in December 1994..
 AA2250
 AA2250.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2250.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2250
 AA2250.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2250
 AA2250.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2250
 AA2250.The ellipsoidal height was determined by GPS observations
 AA2250.and is referenced to NAD 83.
 AA2250
 AA2250.The geoid height was determined by GEOID03.
 AA2250
 AA2250;                    North         East     Units Scale Factor Converg.
 AA2250;SPC AL W     -    68,542.164   519,050.288   MT  1.00001414   -0 25 48.0
 AA2250;UTM  16      - 3,387,770.900   371,149.529   MT  0.99980481   -0 41 04.9
 AA2250
 AA2250!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2250!SPC AL W     -   0.99999869  x   1.00001414  =   1.00001283
 AA2250!UTM  16      -   0.99999869  x   0.99980481  =   0.99980350
 AA2250
 AA2250                          SUPERSEDED SURVEY CONTROL
 AA2250
 AA2250  ELLIP H (12/16/94)    8.43   (m)                       GP(       ) 3 2
 AA2250  NGVD 29 (12/16/94)   37.0    (m)          121.     (f) GPS OBS        
 AA2250
 AA2250.Superseded values are not recommended for survey control.
 AA2250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2250.See file dsdata.txt to determine how the superseded data were derived.
 AA2250
 AA2250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7115087771(NAD 83)
 AA2250_MARKER: DD = SURVEY DISK
 AA2250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2250_SP_SET: CONCRETE POST
 AA2250_STAMPING: 49-22 1993
 AA2250_MARK LOGO: ALHD  
 AA2250_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2250+STABILITY: SURFACE MOTION
 AA2250_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2250+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2250
 AA2250  HISTORY     - Date     Condition        Report By
 AA2250  HISTORY     - 1993     MONUMENTED       ALHD
 AA2250
 AA2250                          STATION DESCRIPTION
 AA2250
 AA2250'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2250'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2250'OF NEWMAN ROAD, ABOUT 9.40 MI (15.13 KM)  NORTH OF GRAND BAY AND ABOUT
 AA2250'11.10 MI (17.86 KM)  NORTHWEST OF THEODORE. TO REACH THE STATION FROM
 AA2250'EXIT 4 ON I-10, DRIVE NORTH ON GRAND BAY WILMER ROAD (MOBILE COUNTY
 AA2250'ROAD NO. 11) FOR 4.95 MI (7.97 KM)  TO A FOUR WAY STOP AT A CAUTION
 AA2250'LIGHT WITH DAWES ROAD ON THE RIGHT AND NEWMAN ROAD AHEAD, CONTINUE
 AA2250'NORTH ON NEWMAN ROAD FOR 4.00 MI (6.44 KM) TO THE STATION ON THE LEFT.
 AA2250'THE STATION IS LOCATED IN FRONT OF THE SEVEN HILLS VOLUNTEER FIRE
 AA2250'DEPARTMENT CENTRAL STATION, 10.5 FT (3.2 M)  NORTH OF THE NORTHEAST
 AA2250'END OF A TWENTY FOUR-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 30.4
 AA2250'FT (9.3 M)  NORTHWEST OF THE CENTERLINE OF NEWMAN ROAD (MOBILE COUNTY
 AA2250'ROAD NO. 11), 36.8 FT (11.2 M)  SOUTH-SOUTHEAST OF A FLAG POLE, 63.1
 AA2250'FT (19.2 M)  NORTHEAST OF THE SOUTHEAST POST OF A SEVEN HILLS
 AA2250'VOLUNTEER FIRE DEPARTMENT SIGN, 93.4 FT (28.5 M)  EAST-SOUTHEAST OF
 AA2250'THE NORTHEAST CORNER OF THE CENCRETE BLOCK FIRE STATION, 110.5 FT
 AA2250'(33.7 M)  EAST OF THE SOUTHEAST CORNER OF THE CONCRETE BLOCK FIRE
 AA2250'STATION, 1.9 FT (0.6 M)  WEST OF A CARSONITE WITNESS POST, AND SET
 AA2250'FLUSH WITH THE GROUND. STATION 49-21 1993 MAY BE USED AS AN AZIMUTH
 AA2250'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2251 ***********************************************************************
 AA2251  DESIGNATION -  49 23
 AA2251  PID         -  AA2251
 AA2251  STATE/COUNTY-  AL/MOBILE
 AA2251  USGS QUAD   -  ST ELMO (1982)
 AA2251
 AA2251                         *CURRENT SURVEY CONTROL
 AA2251  ___________________________________________________________________
 AA2251* NAD 83(1992)-  30 37 04.85649(N)    088 15 24.02213(W)     ADJUSTED  
 AA2251* NAVD 88     -        54.6    (meters)     179.     (feet)  VERTCON   
 AA2251  ___________________________________________________________________
 AA2251  X           -     167,130.030 (meters)                     COMP
 AA2251  Y           -  -5,491,160.911 (meters)                     COMP
 AA2251  Z           -   3,229,533.979 (meters)                     COMP
 AA2251  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AA2251  ELLIP HEIGHT-          25.92  (meters)          (07/29/02) GPS OBS
 AA2251  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AA2251
 AA2251  HORZ ORDER  -  FIRST
 AA2251  ELLP ORDER  -  FOURTH    CLASS I
 AA2251
 AA2251.The horizontal coordinates were established by GPS observations
 AA2251.and adjusted by the National Geodetic Survey in December 1994..
 AA2251
 AA2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2251
 AA2251.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2251
 AA2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2251
 AA2251.The ellipsoidal height was determined by GPS observations
 AA2251.and is referenced to NAD 83.
 AA2251
 AA2251.The geoid height was determined by GEOID03.
 AA2251
 AA2251;                    North         East     Units Scale Factor Converg.
 AA2251;SPC AL W     -    68,751.209   527,451.884   MT  0.99999824   -0 23 07.4
 AA2251;UTM  16      - 3,387,942.556   379,550.171   MT  0.99977897   -0 38 24.4
 AA2251
 AA2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2251!SPC AL W     -   0.99999593  x   0.99999824  =   0.99999417
 AA2251!UTM  16      -   0.99999593  x   0.99977897  =   0.99977490
 AA2251
 AA2251                          SUPERSEDED SURVEY CONTROL
 AA2251
 AA2251  ELLIP H (12/16/94)   25.99   (m)                       GP(       ) 3 2
 AA2251  NGVD 29 (12/16/94)   54.5    (m)          179.     (f) GPS OBS        
 AA2251
 AA2251.Superseded values are not recommended for survey control.
 AA2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2251.See file dsdata.txt to determine how the superseded data were derived.
 AA2251
 AA2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7955087943(NAD 83)
 AA2251_MARKER: DD = SURVEY DISK
 AA2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2251_SP_SET: CONCRETE POST
 AA2251_STAMPING: 49-23 1993
 AA2251_MARK LOGO: ALHD  
 AA2251_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2251+STABILITY: SURFACE MOTION
 AA2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2251+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2251
 AA2251  HISTORY     - Date     Condition        Report By
 AA2251  HISTORY     - 1993     MONUMENTED       ALHD
 AA2251
 AA2251                          STATION DESCRIPTION
 AA2251
 AA2251'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2251'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2251'SCOTT DAIRY LOOP ROAD SOUTH, ABOUT 6.75 MI (10.86 KM)  NORTHWEST OF
 AA2251'THEODORE AND ABOUT 10.65 MI (17.14 KM)  NORTH-NORTHEAST OF GRAND BAY.
 AA2251'TO REACH THE STATION FROM EXIT 4 ON I-10, DRIVE NORTH ON GRAND BAY
 AA2251'WILMER ROAD (MOBILE COUNTY ROAD NO. 11) FOR 4.95 MI (7.97 KM)  TO A
 AA2251'FOUR WAY STOP AT A CAUTION LIGHT WITH DAWES ROAD ON THE RIGHT AND
 AA2251'NEWMAN ROAD AHEAD, TURN RIGHT ON DAWES ROAD AND DRIVE NORTHEAST FOR
 AA2251'7.15 MI (11.51 KM)  TO SCOTT DAIRY LOOP ROAD SOUTH ON THE LEFT AND
 AA2251'DAWES LAKE ROAD ON THE RIGHT, TURN LEFT ON THE SCOTT DAIRY LOOP ROAD
 AA2251'SOUTH AND DRIVE WEST FOR 0.15 MI (0.24 KM)  TO THE STATION ON THE
 AA2251'LEFT. THE STATION IS 4.4 FT (1.3 M)  NORTH OF A FOUR FOOT HOG WIRE
 AA2251'FENCE WITH ONE STRAND OF BARBED WIRE AND A BOARD ALONG THE TOP ON
 AA2251'TREATED WOOD POSTS, 25.9 FT (7.9 M)  SOUTH OF THE CENTERLINE OF SCOTT
 AA2251'DAIRY LOOP ROAD SOUTH, 50.0 FT (15.2 M)  SOUTHEAST OF A GRAPHIC CROSS
 AA2251'ROAD SIGN, 83.0 FT (25.3 M)  WEST OF THE NORTHEAST CORNER OF THE
 AA2251'FENCE, 97.0 FT (29.6 M)  EAST-SOUTHEAST OF TRANSFORMER POWER POLE NO.
 AA2251'25 ACROSS THE ROAD, 166.1 FT (50.6 M)  WEST OF A YELLOW FIRE HYDRANT,
 AA2251'211.1 FT (64.3 M)  WEST OF A GRAPHIC STOP AHEAD SIGN, 4.8 FT (1.5 M)
 AA2251'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2251'STATION 49-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2252 ***********************************************************************
 AA2252  DESIGNATION -  49 24
 AA2252  PID         -  AA2252
 AA2252  STATE/COUNTY-  AL/MOBILE
 AA2252  USGS QUAD   -  ST ELMO (1982)
 AA2252
 AA2252                         *CURRENT SURVEY CONTROL
 AA2252  ___________________________________________________________________
 AA2252* NAD 83(1992)-  30 37 04.84298(N)    088 15 03.15719(W)     ADJUSTED  
 AA2252* NAVD 88     -        54.4    (meters)     178.     (feet)  VERTCON   
 AA2252  ___________________________________________________________________
 AA2252  X           -     167,685.497 (meters)                     COMP
 AA2252  Y           -  -5,491,144.085 (meters)                     COMP
 AA2252  Z           -   3,229,533.559 (meters)                     COMP
 AA2252  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AA2252  ELLIP HEIGHT-          25.80  (meters)          (07/29/02) GPS OBS
 AA2252  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AA2252
 AA2252  HORZ ORDER  -  FIRST
 AA2252  ELLP ORDER  -  FOURTH    CLASS I
 AA2252
 AA2252.The horizontal coordinates were established by GPS observations
 AA2252.and adjusted by the National Geodetic Survey in December 1994..
 AA2252
 AA2252.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2252.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2252
 AA2252.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2252
 AA2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2252
 AA2252.The ellipsoidal height was determined by GPS observations
 AA2252.and is referenced to NAD 83.
 AA2252
 AA2252.The geoid height was determined by GEOID03.
 AA2252
 AA2252;                    North         East     Units Scale Factor Converg.
 AA2252;SPC AL W     -    68,747.069   528,007.587   MT  0.99999725   -0 22 56.8
 AA2252;UTM  16      - 3,387,935.947   380,105.728   MT  0.99977733   -0 38 13.8
 AA2252
 AA2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2252!SPC AL W     -   0.99999595  x   0.99999725  =   0.99999320
 AA2252!UTM  16      -   0.99999595  x   0.99977733  =   0.99977328
 AA2252
 AA2252                          SUPERSEDED SURVEY CONTROL
 AA2252
 AA2252  ELLIP H (12/16/94)   25.87   (m)                       GP(       ) 3 2
 AA2252  NGVD 29 (12/16/94)   54.4    (m)          178.     (f) GPS OBS        
 AA2252
 AA2252.Superseded values are not recommended for survey control.
 AA2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2252.See file dsdata.txt to determine how the superseded data were derived.
 AA2252
 AA2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8010687936(NAD 83)
 AA2252_MARKER: DD = SURVEY DISK
 AA2252_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2252_SP_SET: CONCRETE POST
 AA2252_STAMPING: 49-24 1993
 AA2252_MARK LOGO: ALHD  
 AA2252_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2252_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2252+STABILITY: SURFACE MOTION
 AA2252_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2252+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2252
 AA2252  HISTORY     - Date     Condition        Report By
 AA2252  HISTORY     - 1993     MONUMENTED       ALHD
 AA2252
 AA2252                          STATION DESCRIPTION
 AA2252
 AA2252'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2252'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2252'DAWES LAKE ROAD, ABOUT 6.50 MI (10.46 KM)  NORTHWEST OF THEODORE AND
 AA2252'ABOUT 10.80 MI (17.38 KM)  NORTH-NORTHEAST OF GRAND BAY. TO REACH THE
 AA2252'STATION FROM EXIT 4 ON I-10, DRIVE NORTH ON GRAND BAY WILMER ROAD
 AA2252'(MOBILE COUNTY ROAD NO. 11) FOR 4.95 MI (7.97 KM)  TO A FOUR WAY STOP
 AA2252'AT A CAUTION LIGHT WITH DAWES ROAD ON THE RIGHT AND NEWMAN ROAD AHEAD,
 AA2252'TURN RIGHT ON DAWES ROAD AND DRIVE NORTHEAST FOR 7.15 MI (11.51 KM)
 AA2252'TO SCOTT DAIRY LOOP ROAD SOUTH ON THE LEFT AND DAWES LAKE ROAD ON THE
 AA2252'RIGHT, TURN RIGHT ON DAWES LAKE ROAD AND DRIVE EAST FOR 0.20 MI (0.32
 AA2252'KM)  TO THE STATION ON THE RIGHT. THE STATION IS 4.2 FT (1.3 M)  NORTH
 AA2252'OF A FOUR STRAND BARBED WIRE FENCE ON RED TOP STEEL POSTS, 9.5 FT (2.9
 AA2252'M)  SOUTH-SOUTHWEST OF THE WEST END OF A FOURTEEN BY TWENTY-INCH
 AA2252'CONCRETE PIPE UNDER A FIELD ROAD, 11.5 FT (3.5 M)  WEST-NORTHWEST OF
 AA2252'THE WEST SIX BY SIX-INCH WOOD POST OF A METAL GATE, 18.5 FT (5.6 M)
 AA2252'WEST OF THE CENTER OF A FIELD ROAD, 28.6 FT (8.7 M)  EAST OF A TV
 AA2252'CABLE PEDESTAL, 31.6 FT (9.6 M)  SOUTH OF THE CENTERLINE OF DAWES LAKE
 AA2252'ROAD, 59.0 FT (18.0 M)  SOUTHEAST OF THE CENTER OF THE INTERSECTION OF
 AA2252'DAWES LAKE ROAD AND GRACIE LANE, 73.0 FT (22.3 M)  EAST OF A POWER
 AA2252'LINE GUY POLE, 92.0 FT (28.0 M)  SOUTHEAST OF A GRACIE LANE AND A STOP
 AA2252'SIGN ACROSS THE ROAD, 96.1 FT (29.3 M) SOUTHEAST OF A JUNCTION POWER
 AA2252'POLE ACROSS THE ROAD, 4.8 FT (1.5 M) NORTH OF A CARSONITE WITNESS
 AA2252'POST, AND SET FLUSH WITH THE GROUND. STATION 49-23 1993 MAY BE USED AS
 AA2252'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2253 ***********************************************************************
 AA2253  DESIGNATION -  49 25
 AA2253  PID         -  AA2253
 AA2253  STATE/COUNTY-  AL/MOBILE
 AA2253  USGS QUAD   -  THEODORE (1982)
 AA2253
 AA2253                         *CURRENT SURVEY CONTROL
 AA2253  ___________________________________________________________________
 AA2253* NAD 83(1992)-  30 36 55.89789(N)    088 09 32.10318(W)     ADJUSTED  
 AA2253* NAVD 88     -        17.4    (meters)      57.     (feet)  VERTCON   
 AA2253  ___________________________________________________________________
 AA2253  X           -     176,502.022 (meters)                     COMP
 AA2253  Y           -  -5,490,976.299 (meters)                     COMP
 AA2253  Z           -   3,229,277.666 (meters)                     COMP
 AA2253  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 AA2253  ELLIP HEIGHT-         -11.17  (meters)          (07/29/02) GPS OBS
 AA2253  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 AA2253
 AA2253  HORZ ORDER  -  FIRST
 AA2253  ELLP ORDER  -  FOURTH    CLASS I
 AA2253
 AA2253.The horizontal coordinates were established by GPS observations
 AA2253.and adjusted by the National Geodetic Survey in December 1994..
 AA2253
 AA2253.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2253.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2253
 AA2253.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2253
 AA2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2253
 AA2253.The ellipsoidal height was determined by GPS observations
 AA2253.and is referenced to NAD 83.
 AA2253
 AA2253.The geoid height was determined by GEOID03.
 AA2253
 AA2253;                    North         East     Units Scale Factor Converg.
 AA2253;SPC AL W     -    68,416.362   536,823.042   MT  0.99998255   -0 20 08.1
 AA2253;UTM  16      - 3,387,566.139   388,917.641   MT  0.99975222   -0 35 25.0
 AA2253
 AA2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2253!SPC AL W     -   1.00000175  x   0.99998255  =   0.99998430
 AA2253!UTM  16      -   1.00000175  x   0.99975222  =   0.99975397
 AA2253
 AA2253                          SUPERSEDED SURVEY CONTROL
 AA2253
 AA2253  ELLIP H (12/16/94)  -11.10   (m)                       GP(       ) 3 2
 AA2253  NGVD 29 (12/16/94)   17.4    (m)           57.     (f) GPS OBS        
 AA2253
 AA2253.Superseded values are not recommended for survey control.
 AA2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2253.See file dsdata.txt to determine how the superseded data were derived.
 AA2253
 AA2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8891887566(NAD 83)
 AA2253_MARKER: DD = SURVEY DISK
 AA2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2253_SP_SET: CONCRETE POST
 AA2253_STAMPING: 49-25 1993
 AA2253_MARK LOGO: ALHD  
 AA2253_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2253+STABILITY: SURFACE MOTION
 AA2253_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2253+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2253
 AA2253  HISTORY     - Date     Condition        Report By
 AA2253  HISTORY     - 1993     MONUMENTED       ALHD
 AA2253
 AA2253                          STATION DESCRIPTION
 AA2253
 AA2253'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2253'THE STATION IS LOCATED IN MOBILE COUNTY ON THE EAST RIGHT OF WAY OF
 AA2253'U.S. 90 IN MOBILE. TO REACH THE STATION FROM EXIT 15 ON I-10 (MILE
 AA2253'POST 17.35 ON U.S. 90) DRIVE NORTHEAST ON U.S. 90 FOR 2.50 MI (4.02
 AA2253'KM)  TO MILE POST 19.85 AND THE STATION ON THE RIGHT. THE STATION IS
 AA2253'LOCATED IN FRONT OF THE NORTHEAST ONE OF TWO S.S. STEELE DEMONSTARTION
 AA2253'HOMES, 38.0 FT (11.6 M)  WEST-NORTHWEST OF THE WEST CONCRETE CURB OF A
 AA2253'PAVED PARKING LOT, 58.0 FT (17.7 M) EAST-SOUTHEAST OF THE CENTERLINE
 AA2253'OF THE EAST BOUND LANES OF U.S. 90, 58.5 FT (17.8 M)  SOUTH OF THE
 AA2253'WEST END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A PAVED DRIVEWAY,
 AA2253'69.0 FT (21.0 M)  SOUTH-SOUTHWEST OF THE CENTER OF THE NORTHEAST PAVED
 AA2253'DRIVEWAY, 96.3 FT (29.4 M)  SOUTHWEST OF A POWER POLE WITH ONE GUY
 AA2253'WIRE AND A SECURITY LIGHT, 108.6 FT (33.1 M) NORTH OF POWER POLE NO.
 AA2253'13834 WITH THREE TRANSFORMERS AND ONE GUY WIRE, 118.0 FT (36.0 M)
 AA2253'NORTH OF A FIRE HYDRANT, 142.3 FT (43.4 M) NORTH-NORTHEAST OF THE
 AA2253'CENTER OF A SEWER MANHOLE, 2.0 FT (0.6 M) NORTHWEST OF A CARSONITE
 AA2253'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 49-26 1993 MAY BE
 AA2253'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2254 ***********************************************************************
 AA2254  DESIGNATION -  49 26
 AA2254  PID         -  AA2254
 AA2254  STATE/COUNTY-  AL/MOBILE
 AA2254  USGS QUAD   -  THEODORE (1982)
 AA2254
 AA2254                         *CURRENT SURVEY CONTROL
 AA2254  ___________________________________________________________________
 AA2254* NAD 83(1992)-  30 37 19.13443(N)    088 09 16.96607(W)     ADJUSTED  
 AA2254* NAVD 88     -        24.8    (meters)      81.     (feet)  VERTCON   
 AA2254  ___________________________________________________________________
 AA2254  X           -     176,893.456 (meters)                     COMP
 AA2254  Y           -  -5,490,605.444 (meters)                     COMP
 AA2254  Z           -   3,229,897.251 (meters)                     COMP
 AA2254  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AA2254  ELLIP HEIGHT-          -3.75  (meters)          (07/29/02) GPS OBS
 AA2254  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 AA2254
 AA2254  HORZ ORDER  -  FIRST
 AA2254  ELLP ORDER  -  FOURTH    CLASS I
 AA2254
 AA2254.The horizontal coordinates were established by GPS observations
 AA2254.and adjusted by the National Geodetic Survey in December 1994..
 AA2254
 AA2254.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2254.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2254
 AA2254.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2254
 AA2254.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2254
 AA2254.The ellipsoidal height was determined by GPS observations
 AA2254.and is referenced to NAD 83.
 AA2254
 AA2254.The geoid height was determined by GEOID03.
 AA2254
 AA2254;                    North         East     Units Scale Factor Converg.
 AA2254;SPC AL W     -    69,129.558   537,230.367   MT  0.99998192   -0 20 00.6
 AA2254;UTM  16      - 3,388,277.353   389,328.037   MT  0.99975109   -0 35 17.7
 AA2254
 AA2254!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2254!SPC AL W     -   1.00000059  x   0.99998192  =   0.99998251
 AA2254!UTM  16      -   1.00000059  x   0.99975109  =   0.99975168
 AA2254
 AA2254                          SUPERSEDED SURVEY CONTROL
 AA2254
 AA2254  ELLIP H (12/16/94)   -3.68   (m)                       GP(       ) 3 2
 AA2254  NGVD 29 (12/16/94)   24.8    (m)           81.     (f) GPS OBS        
 AA2254
 AA2254.Superseded values are not recommended for survey control.
 AA2254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2254.See file dsdata.txt to determine how the superseded data were derived.
 AA2254
 AA2254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8932888277(NAD 83)
 AA2254_MARKER: DD = SURVEY DISK
 AA2254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2254_SP_SET: CONCRETE POST
 AA2254_STAMPING: 49-26 1993
 AA2254_MARK LOGO: ALHD  
 AA2254_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2254+STABILITY: SURFACE MOTION
 AA2254_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2254+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2254
 AA2254  HISTORY     - Date     Condition        Report By
 AA2254  HISTORY     - 1993     MONUMENTED       ALHD
 AA2254
 AA2254                          STATION DESCRIPTION
 AA2254
 AA2254'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2254'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2254'OF U.S. 90 IN MOBILE. TO REACH THE STATION FROM EXIT 15 ON I-10 (MILE
 AA2254'POST 17.35 ON U.S. 90) DRIVE NORTHEAST ON U.S. 90 FOR 3.00 MI (4.83
 AA2254'KM)  TO MILE POST 20.35 AND THE STATION ON THE LEFT. THE STATION IS
 AA2254'LOCATED IN FRONT OF 5464 SKYLINE EXECUTIVE BUILDING, 38.0 FT (11.6 M)
 AA2254'SOUTHEAST OF THE SOUTH EAST EDGE OF A PAVED PARKING LOT, 51.2 FT (15.6
 AA2254'M)  SOUTHWEST OF A CONCRETE BURIED CABLE MARKER, 59.8 FT (18.2 M)
 AA2254'SOUTHWEST OF A POWER SERVICE POLE WITH A TRAFFIC SIGNAL CONTROL BOX,
 AA2254'62.5 FT (19.1 M)  NORTH-NORTHWEST OF STREET LIGHT POLE NO. B 381, 66.5
 AA2254'FT (20.3 M)  NORTHWEST OF THE CENTERLINE OF THE WEST BOUND LANES OF
 AA2254'U.S. 90, 66.8 FT (20.4 M)  NORTH OF A FIRE HYDRANT, 70.7 FT (21.5 M)
 AA2254'NORTHEAST OF THE NORTHEAST CORNER OF A METAL POST FOR A 5464 SKYLINE
 AA2254'EXECUTIVE BUILDING SIGN, 80.9 FT (24.7 M)  SOUTHWEST OF STREET LIGHT
 AA2254'POLE NO. B 379, 81.0 FT (24.7 M) SOUTHWEST OF THE SOUTH END OF A
 AA2254'TWENTY FOUR-INCH CONCRETE PIPE UNDER A PAVED DRIVEWAY, 82.5 FT (25.1
 AA2254'M)  NORTH-NORTHEAST OF THE CENTER OF A PAVED DRIVEWAY, 1.4 FT (0.4 M)
 AA2254'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2254'STATION 49-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2255 ***********************************************************************
 AA2255  DESIGNATION -  49 27
 AA2255  PID         -  AA2255
 AA2255  STATE/COUNTY-  AL/MOBILE
 AA2255  USGS QUAD   -  TANNER WILLIAMS (1982)
 AA2255
 AA2255                         *CURRENT SURVEY CONTROL
 AA2255  ___________________________________________________________________
 AA2255* NAD 83(1992)-  30 43 25.87250(N)    088 21 52.91609(W)     ADJUSTED  
 AA2255* NAVD 88     -        57.9    (meters)     190.     (feet)  VERTCON   
 AA2255  ___________________________________________________________________
 AA2255  X           -     156,605.915 (meters)                     COMP
 AA2255  Y           -  -5,485,486.097 (meters)                     COMP
 AA2255  Z           -   3,239,627.868 (meters)                     COMP
 AA2255  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AA2255  ELLIP HEIGHT-          29.18  (meters)          (07/29/02) GPS OBS
 AA2255  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AA2255
 AA2255  HORZ ORDER  -  FIRST
 AA2255  ELLP ORDER  -  FOURTH    CLASS I
 AA2255
 AA2255.The horizontal coordinates were established by GPS observations
 AA2255.and adjusted by the National Geodetic Survey in December 1994..
 AA2255
 AA2255.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2255.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2255
 AA2255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2255
 AA2255.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2255
 AA2255.The ellipsoidal height was determined by GPS observations
 AA2255.and is referenced to NAD 83.
 AA2255
 AA2255.The geoid height was determined by GEOID03.
 AA2255
 AA2255;                    North         East     Units Scale Factor Converg.
 AA2255;SPC AL W     -    80,559.299   517,184.560   MT  1.00001791   -0 26 30.5
 AA2255;UTM  16      - 3,399,793.718   369,337.704   MT  0.99981061   -0 41 50.4
 AA2255
 AA2255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2255!SPC AL W     -   0.99999542  x   1.00001791  =   1.00001333
 AA2255!UTM  16      -   0.99999542  x   0.99981061  =   0.99980603
 AA2255
 AA2255:                Primary Azimuth Mark                     Grid Az
 AA2255:SPC AL W     -  49 28                                    093 49 04.9
 AA2255:UTM  16      -  49 28                                    094 04 24.8
 AA2255
 AA2255|---------------------------------------------------------------------|
 AA2255| PID    Reference Object                     Distance      Geod. Az  |
 AA2255|                                                           dddmmss.s |
 AA2255| AA2256 49 28                               440.155 METERS 0932234.4 |
 AA2255|---------------------------------------------------------------------|
 AA2255
 AA2255                          SUPERSEDED SURVEY CONTROL
 AA2255
 AA2255  ELLIP H (12/16/94)   29.24   (m)                       GP(       ) 3 2
 AA2255  NGVD 29 (12/16/94)   57.9    (m)          190.     (f) GPS OBS        
 AA2255
 AA2255.Superseded values are not recommended for survey control.
 AA2255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2255.See file dsdata.txt to determine how the superseded data were derived.
 AA2255
 AA2255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6933899794(NAD 83)
 AA2255_MARKER: DD = SURVEY DISK
 AA2255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2255_SP_SET: CONCRETE POST
 AA2255_STAMPING: 49-27 1993
 AA2255_MARK LOGO: ALHD  
 AA2255_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2255+STABILITY: SURFACE MOTION
 AA2255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2255+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2255
 AA2255  HISTORY     - Date     Condition        Report By
 AA2255  HISTORY     - 1993     MONUMENTED       ALHD
 AA2255
 AA2255                          STATION DESCRIPTION
 AA2255
 AA2255'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2255'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2255'TANNER WILLIAMS ROAD, ABOUT 6.80 MI (10.94 KM)  SOUTH OF WILMER AND
 AA2255'ABOUT 7.25 MI (11.67 KM)  SOUTHWEST OF SEMMES. TO REACH THE STATION
 AA2255'FROM THE I-65 OVERPASS OVER U.S. 98 (MILE POST 21.90 ON U.S. 98) IN
 AA2255'MOBILE, DRIVE NORTHWEST ON U.S. 98 FOR 7.75 MI (12.47 KM)  TO MILE
 AA2255'POST 14.15 AND SCHILLINGER ROAD ON THE LEFT AT A TRAFFIC LIGHT, TURN
 AA2255'LEFT ON SCHILLINGER ROAD AND DRIVE SOUTH FOR 4.05 MI (6.52 KM)  TO
 AA2255'ZEIGLER BOULEVARD LEFT AND RIGHT AT A TRAFFIC LIGHT, TURN RIGHT ON
 AA2255'ZEIGLER BOULEVARD AND DRIVE WEST FOR 1.40 MI (2.25 KM) TO TANNER
 AA2255'WILLIAMS ROAD ON THE LEFT AND AHEAD, CONTINUE WEST ON TANNER WILLIAMS
 AA2255'ROAD FOR 7.85 MI (12.63 KM)  TO THE STATION ON THE RIGHT. THE STATION
 AA2255'IS 27.1 FT (8.3 M)  NORTH OF THE CENTERLINE OF TANNER WILLIAMS ROAD,
 AA2255'118.6 FT (36.1 M)  EAST OF A YELLOW CARSONITE GAS LINE MARKER, 121.2
 AA2255'FT (36.9 M)  EAST OF A JUNCTION POWER POLE, 121.6 FT (37.1 M)  EAST OF
 AA2255'A CONCRETE BURIED CABLE MARKER, 125.1 FT (38.1 M) EAST OF TELEPHONE
 AA2255'CABLE CABINET NO. 173, 125.1 FT (38.1 M)  EAST OF TELEPHONE CABLE
 AA2255'PEDESTAL NO. 173, 164.0 FT (50.0 M)  EAST OF THE CENTERLINE OF WILMER
 AA2255'ROAD, 2.0 FT (0.6 M)  SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2255'FLUSH WITH THE GROUND. STATION 49-28 1993 MAY BE USED AS AN AZIMUTH
 AA2255'FOR THIS STATION. NOTE - THIS STATION IS NEAR TRIANGULATION STATION
 AA2255'TANNER BUT WAS NOT CONNECTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2256 ***********************************************************************
 AA2256  DESIGNATION -  49 28
 AA2256  PID         -  AA2256
 AA2256  STATE/COUNTY-  AL/MOBILE
 AA2256  USGS QUAD   -  TANNER WILLIAMS (1982)
 AA2256
 AA2256                         *CURRENT SURVEY CONTROL
 AA2256  ___________________________________________________________________
 AA2256* NAD 83(1992)-  30 43 25.03048(N)    088 21 36.40084(W)     ADJUSTED  
 AA2256* NAVD 88     -        58.4    (meters)     192.     (feet)  VERTCON   
 AA2256  ___________________________________________________________________
 AA2256  X           -     157,045.519 (meters)                     COMP
 AA2256  Y           -  -5,485,487.212 (meters)                     COMP
 AA2256  Z           -   3,239,605.832 (meters)                     COMP
 AA2256  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AA2256  ELLIP HEIGHT-          29.68  (meters)          (07/29/02) GPS OBS
 AA2256  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AA2256
 AA2256  HORZ ORDER  -  FIRST
 AA2256  ELLP ORDER  -  FOURTH    CLASS I
 AA2256
 AA2256.The horizontal coordinates were established by GPS observations
 AA2256.and adjusted by the National Geodetic Survey in December 1994..
 AA2256
 AA2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2256
 AA2256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2256
 AA2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2256
 AA2256.The ellipsoidal height was determined by GPS observations
 AA2256.and is referenced to NAD 83.
 AA2256
 AA2256.The geoid height was determined by GEOID03.
 AA2256
 AA2256;                    North         East     Units Scale Factor Converg.
 AA2256;SPC AL W     -    80,529.990   517,623.745   MT  1.00001701   -0 26 22.0
 AA2256;UTM  16      - 3,399,762.457   369,776.663   MT  0.99980919   -0 41 41.9
 AA2256
 AA2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2256!SPC AL W     -   0.99999534  x   1.00001701  =   1.00001235
 AA2256!UTM  16      -   0.99999534  x   0.99980919  =   0.99980453
 AA2256
 AA2256:                Primary Azimuth Mark                     Grid Az
 AA2256:SPC AL W     -  49 27                                    273 49 04.8
 AA2256:UTM  16      -  49 27                                    274 04 24.7
 AA2256
 AA2256|---------------------------------------------------------------------|
 AA2256| PID    Reference Object                     Distance      Geod. Az  |
 AA2256|                                                           dddmmss.s |
 AA2256| AA2255 49 27                               440.155 METERS 2732242.8 |
 AA2256|---------------------------------------------------------------------|
 AA2256
 AA2256                          SUPERSEDED SURVEY CONTROL
 AA2256
 AA2256  ELLIP H (12/16/94)   29.74   (m)                       GP(       ) 3 2
 AA2256  NGVD 29 (12/16/94)   58.4    (m)          192.     (f) GPS OBS        
 AA2256
 AA2256.Superseded values are not recommended for survey control.
 AA2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2256.See file dsdata.txt to determine how the superseded data were derived.
 AA2256
 AA2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6977799762(NAD 83)
 AA2256_MARKER: DD = SURVEY DISK
 AA2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2256_SP_SET: CONCRETE POST
 AA2256_STAMPING: 49-28 1993
 AA2256_MARK LOGO: ALHD  
 AA2256_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2256+STABILITY: SURFACE MOTION
 AA2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2256+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA2256
 AA2256  HISTORY     - Date     Condition        Report By
 AA2256  HISTORY     - 1993     MONUMENTED       ALHD
 AA2256  HISTORY     - 20040901 GOOD             JCLS
 AA2256
 AA2256                          STATION DESCRIPTION
 AA2256
 AA2256'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2256'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2256'TANNER WILLIAMS ROAD, ABOUT 6.85 MI (11.02 KM)  SOUTH OF WILMER AND
 AA2256'ABOUT 7.10 MI (11.43 KM)  SOUTHWEST OF SEMMES. TO REACH THE STATION
 AA2256'FROM THE I-65 OVERPASS OVER U.S. 98 (MILE POST 21.90 ON U.S. 98) IN
 AA2256'MOBILE, DRIVE NORTHWEST ON U.S. 98 FOR 7.75 MI (12.47 KM)  TO MILE
 AA2256'POST 14.15 AND SCHILLINGER ROAD ON THE LEFT AT A TRAFFIC LIGHT, TURN
 AA2256'LEFT ON SCHILLINGER ROAD AND DRIVE SOUTH FOR 4.05 MI (6.52 KM)  TO
 AA2256'ZEIGLER BOULEVARD LEFT AND RIGHT AT A TRAFFIC LIGHT, TURN RIGHT ON
 AA2256'ZEIGLER BOULEVARD AND DRIVE WEST FOR 1.40 MI (2.25 KM) TO TANNER
 AA2256'WILLIAMS ROAD ON THE LEFT AND AHEAD, CONTINUE WEST ON TANNER WILLIAMS
 AA2256'ROAD FOR 7.60 MI (12.23 KM)  TO THE STATION ON THE LEFT. THE STATION
 AA2256'IS 28.1 FT (8.6 M)  SOUTH OF THE CENTERLINE OF TANNER WILLIAMS ROAD,
 AA2256'98.9 FT (30.1 M)  WEST OF A POWER LINE GUY POLE, 133.9 FT (40.8 M)
 AA2256'EAST-NORTHEAST OF A POWER LINE GUY POLE, 134.4 FT (41.0 M) SOUTHWEST
 AA2256'OF POWER POLE NO. 1084 WITH THREE TRANSFORMERS ACROSS THE ROAD, 139.5
 AA2256'FT (42.5 M)  SOUTHWEST OF A POWER POLE WITH CIRCUIT BREAKERS AND AN
 AA2256'ELECTRIC METER ACROSS THE ROAD, 145.7 FT (44.4 M) SOUTHWEST OF A POWER
 AA2256'POLE WITH LINES DOWN THE POLE ACROSS THE ROAD, 148.2 FT (45.2 M)
 AA2256'EAST-SOUTHEAST OF A POWER POLE ACROSS THE ROAD, 2.3 FT (0.7 M)  NORTH
 AA2256'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2256'49-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION. NOTE - THIS
 AA2256'STATION IS NEAR TRIANGULATION STATION TANNER BUT WAS NOT CONNECTED.
 AA2256
 AA2256                          STATION RECOVERY (2004)
 AA2256
 AA2256'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA2256'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2257 ***********************************************************************
 AA2257  DESIGNATION -  49 29
 AA2257  PID         -  AA2257
 AA2257  STATE/COUNTY-  AL/MOBILE
 AA2257  USGS QUAD   -  TANNER WILLIAMS (1982)
 AA2257
 AA2257                         *CURRENT SURVEY CONTROL
 AA2257  ___________________________________________________________________
 AA2257* NAD 83(1992)-  30 42 31.90077(N)    088 15 24.60762(W)     ADJUSTED  
 AA2257* NAVD 88     -        57.7    (meters)     189.     (feet)  VERTCON   
 AA2257  ___________________________________________________________________
 AA2257  X           -     166,958.278 (meters)                     COMP
 AA2257  Y           -  -5,486,030.000 (meters)                     COMP
 AA2257  Z           -   3,238,198.858 (meters)                     COMP
 AA2257  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA2257  ELLIP HEIGHT-          29.01  (meters)          (07/29/02) GPS OBS
 AA2257  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AA2257
 AA2257  HORZ ORDER  -  FIRST
 AA2257  ELLP ORDER  -  FOURTH    CLASS I
 AA2257
 AA2257.The horizontal coordinates were established by GPS observations
 AA2257.and adjusted by the National Geodetic Survey in December 1994..
 AA2257
 AA2257.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2257.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2257
 AA2257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2257
 AA2257.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2257
 AA2257.The ellipsoidal height was determined by GPS observations
 AA2257.and is referenced to NAD 83.
 AA2257
 AA2257.The geoid height was determined by GEOID03.
 AA2257
 AA2257;                    North         East     Units Scale Factor Converg.
 AA2257;SPC AL W     -    78,822.550   527,504.141   MT  0.99999814   -0 23 11.5
 AA2257;UTM  16      - 3,398,011.355   379,647.239   MT  0.99977868   -0 38 30.9
 AA2257
 AA2257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2257!SPC AL W     -   0.99999544  x   0.99999814  =   0.99999358
 AA2257!UTM  16      -   0.99999544  x   0.99977868  =   0.99977413
 AA2257
 AA2257:                Primary Azimuth Mark                     Grid Az
 AA2257:SPC AL W     -  49 30                                    115 22 57.4
 AA2257:UTM  16      -  49 30                                    115 38 16.8
 AA2257
 AA2257|---------------------------------------------------------------------|
 AA2257| PID    Reference Object                     Distance      Geod. Az  |
 AA2257|                                                           dddmmss.s |
 AA2257| AA2258 49 30                               406.617 METERS 1145945.9 |
 AA2257|---------------------------------------------------------------------|
 AA2257
 AA2257                          SUPERSEDED SURVEY CONTROL
 AA2257
 AA2257  ELLIP H (12/16/94)   29.08   (m)                       GP(       ) 3 2
 AA2257  NGVD 29 (12/16/94)   57.7    (m)          189.     (f) GPS OBS        
 AA2257
 AA2257.Superseded values are not recommended for survey control.
 AA2257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2257.See file dsdata.txt to determine how the superseded data were derived.
 AA2257
 AA2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7964798011(NAD 83)
 AA2257_MARKER: DD = SURVEY DISK
 AA2257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2257_SP_SET: CONCRETE POST
 AA2257_STAMPING: 49-29 1993
 AA2257_MARK LOGO: ALHD  
 AA2257_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2257+STABILITY: SURFACE MOTION
 AA2257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2257+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2257
 AA2257  HISTORY     - Date     Condition        Report By
 AA2257  HISTORY     - 1993     MONUMENTED       ALHD
 AA2257
 AA2257                          STATION DESCRIPTION
 AA2257
 AA2257'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2257'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2257'TANNER WILLIAMS ROAD, ABOUT 4.80 MI (7.72 KM)  SOUTH OF SEMMES AND
 AA2257'ABOUT 9.95 MI (16.01 KM)  SOUTHEAST OF WILMER. TO REACH THE STATION
 AA2257'FROM THE I-65 OVERPASS OVER U.S. 98 (MILE POST 21.90 ON U.S. 98) IN
 AA2257'MOBILE, DRIVE NORTHWEST ON U.S. 98 FOR 7.75 MI (12.47 KM)  TO MILE
 AA2257'POST 14.15 AND SCHILLINGER ROAD ON THE LEFT AT A TRAFFIC LIGHT, TURN
 AA2257'LEFT ON SCHILLINGER ROAD AND DRIVE SOUTH FOR 4.05 MI (6.52 KM)  TO
 AA2257'ZEIGLER BOULEVARD LEFT AND RIGHT AT A TRAFFIC LIGHT, TURN RIGHT ON
 AA2257'ZEIGLER BOULEVARD AND DRIVE WEST FOR 1.40 MI (2.25 KM) TO TANNER
 AA2257'WILLIAMS ROAD ON THE LEFT AND AHEAD, CONTINUE WEST ON TANNER WILLIAMS
 AA2257'ROAD FOR 0.60 MI (0.97 KM)  TO THE STATION ON THE LEFT. THE STATION IS
 AA2257'12.7 FT (3.9 M)  NORTH-NORTHEAST OF A SIX FOOT CHAIN LINK FENCE WITH
 AA2257'THREE STRANDS OF BARBED WIRE, 30.6 FT (9.3 M) SOUTH-SOUTHWEST OF THE
 AA2257'CENTERLINE OF TANNER WILLIAMS ROAD, 71.8 FT (21.9 M)  SOUTH-SOUTHWEST
 AA2257'OF THE SOUTHWEST CORNER OF A FOUR FOOT CHAIN LINK FENCE ACROSS THE THE
 AA2257'ROAD, 127.9 FT (39.0 M) EAST-SOUTHEAST OF A TRANSFORMER POWER POLE,
 AA2257'179.1 FT (54.6 M) WEST-NORTHWEST OF A FENCE CORNER WEST OF A GATE,
 AA2257'197.6 FT (60.2 M) EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF THE SIX
 AA2257'FOOT CHAIN LINK FENCE, 201.0 FT (61.3 M) WEST-NORTHWEST OF THE CENTER
 AA2257'OF A GRAVEL DRIVEWAY, 12.9 FT (3.9 M) NORTHEAST OF A CARSONITE WITNESS
 AA2257'POST, AND SET FLUSH WITH THE GROUND. STATION 49-30 1993 MAY BE USED AS
 AA2257'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3154 ***********************************************************************
 BH3154  DESIGNATION -  49 3
 BH3154  PID         -  BH3154
 BH3154  STATE/COUNTY-  AL/MOBILE
 BH3154  USGS QUAD   -  CHUNCHULA (1985)
 BH3154
 BH3154                         *CURRENT SURVEY CONTROL
 BH3154  ___________________________________________________________________
 BH3154* NAD 83(1992)-  30 53 33.59202(N)    088 12 23.95191(W)     ADJUSTED  
 BH3154* NAVD 88     -        39.7    (meters)     130.     (feet)  VERTCON   
 BH3154  ___________________________________________________________________
 BH3154  X           -     171,436.096 (meters)                     COMP
 BH3154  Y           -  -5,475,437.033 (meters)                     COMP
 BH3154  Z           -   3,255,693.109 (meters)                     COMP
 BH3154  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 BH3154  ELLIP HEIGHT-          11.17  (meters)          (07/29/02) GPS OBS
 BH3154  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH3154
 BH3154  HORZ ORDER  -  FIRST
 BH3154  ELLP ORDER  -  FOURTH    CLASS I
 BH3154
 BH3154.The horizontal coordinates were established by GPS observations
 BH3154.and adjusted by the National Geodetic Survey in December 1992..
 BH3154
 BH3154.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3154.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3154
 BH3154.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3154
 BH3154.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3154
 BH3154.The ellipsoidal height was determined by GPS observations
 BH3154.and is referenced to NAD 83.
 BH3154
 BH3154.The geoid height was determined by GEOID03.
 BH3154
 BH3154;                    North         East     Units Scale Factor Converg.
 BH3154;SPC AL W     -    99,168.107   532,439.811   MT  0.99998962   -0 21 46.2
 BH3154;UTM  16      - 3,418,330.127   384,672.676   MT  0.99976406   -0 37 10.6
 BH3154
 BH3154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3154!SPC AL W     -   0.99999825  x   0.99998962  =   0.99998787
 BH3154!UTM  16      -   0.99999825  x   0.99976406  =   0.99976231
 BH3154
 BH3154:                Primary Azimuth Mark                     Grid Az
 BH3154:SPC AL W     -  49 4                                     055 04 53.9
 BH3154:UTM  16      -  49 4                                     055 20 18.3
 BH3154
 BH3154|---------------------------------------------------------------------|
 BH3154| PID    Reference Object                     Distance      Geod. Az  |
 BH3154|                                                           dddmmss.s |
 BH3154| BH3155 49 4                                APPROX. 0.5 KM 0544307.7 |
 BH3154|---------------------------------------------------------------------|
 BH3154
 BH3154                          SUPERSEDED SURVEY CONTROL
 BH3154
 BH3154  ELLIP H (01/21/93)   11.21   (m)                       GP(       ) 4 2
 BH3154  ELLIP H (12/04/92)   11.21   (m)                       GP(       ) 4 1
 BH3154  NAD 83(1986)-  30 53 33.61042(N)    088 12 23.95521(W) AD(       ) 1
 BH3154  NGVD 29 (12/04/92)   39.7    (m)          130.     (f) GPS OBS        
 BH3154
 BH3154.Superseded values are not recommended for survey control.
 BH3154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3154.See file dsdata.txt to determine how the superseded data were derived.
 BH3154
 BH3154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8467318330(NAD 83)
 BH3154_MARKER: DD = SURVEY DISK
 BH3154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3154_SP_SET: CONCRETE POST
 BH3154_STAMPING: 49-3 1991
 BH3154_MARK LOGO: ALHD  
 BH3154_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3154+STABILITY: SURFACE MOTION
 BH3154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3154+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BH3154
 BH3154  HISTORY     - Date     Condition        Report By
 BH3154  HISTORY     - 1991     MONUMENTED       ALHD
 BH3154
 BH3154                          STATION DESCRIPTION
 BH3154
 BH3154'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3154'THE STATION IS LOCATED IN MOBILE COUNTY ON A HIGH VOLTAGE POWER LINE
 BH3154'RIGHT OF WAY, ABOUT 10.00 MI (16.09 KM) WEST OF CREOLA AND ABOUT
 BH3154'10.35 MI (16.66 KM) EAST-NORTHEAST OF WILMER.
 BH3154'TO REACH THE STATION FROM EXIT 8 ON I-65 (MILE POST 5.20 ON U.S. 45
 BH3154'AND ALA 17) IN PRICHARD, DRIVE NORTH ON U.S. 45 AND ALA 17 FOR 12.50
 BH3154'MI (20.12 KM) TO MILE POST 17.70 AND A COUNTY GRAVEL ROAD ON THE LEFT
 BH3154'(OLD CITRONELLE HIGHWAY), TURN LEFT ON THE COUNTY GRAVEL ROAD AND
 BH3154'DRIVE WEST FOR 0.40 MI (0.64 KM) TO A HIGH VOLTAGE POWER LINE
 BH3154'CROSSING AND THE STATION ON THE RIGHT UNDER THE POWER LINE.
 BH3154'THE STATION IS 51.0 FT (15.5 M) EAST OF THE CENTER OF THE COUNTY
 BH3154'GRAVEL ROAD (OLD CITRONELLE HIGHWAY), 95.8 FT (29.2 M) EAST-SOUTHEAST
 BH3154'OF A BURIED CABLE WARNING SIGN ACROSS THE GRAVEL ROAD, 129.4 FT
 BH3154'(39.4 M) NORTH OF A TELEPHONE CABLE PEDESTAL NO. P 5 ACROSS THE
 BH3154'GRAVEL ROAD, 1.9 FT (0.6 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS
 BH3154'POST, AND SET FLUSH WITH THE GROUND.
 BH3154'STATION 49-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2258 ***********************************************************************
 AA2258  DESIGNATION -  49 30
 AA2258  PID         -  AA2258
 AA2258  STATE/COUNTY-  AL/MOBILE
 AA2258  USGS QUAD   -  TANNER WILLIAMS (1982)
 AA2258
 AA2258                         *CURRENT SURVEY CONTROL
 AA2258  ___________________________________________________________________
 AA2258* NAD 83(1992)-  30 42 26.32126(N)    088 15 10.75807(W)     ADJUSTED  
 AA2258* NAVD 88     -        61.7    (meters)     202.     (feet)  VERTCON   
 AA2258  ___________________________________________________________________
 AA2258  X           -     167,329.414 (meters)                     COMP
 AA2258  Y           -  -5,486,109.911 (meters)                     COMP
 AA2258  Z           -   3,238,053.163 (meters)                     COMP
 AA2258  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AA2258  ELLIP HEIGHT-          33.00  (meters)          (07/29/02) GPS OBS
 AA2258  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AA2258
 AA2258  HORZ ORDER  -  FIRST
 AA2258  ELLP ORDER  -  FOURTH    CLASS I
 AA2258
 AA2258.The horizontal coordinates were established by GPS observations
 AA2258.and adjusted by the National Geodetic Survey in December 1994..
 AA2258
 AA2258.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2258.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2258
 AA2258.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2258
 AA2258.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2258
 AA2258.The ellipsoidal height was determined by GPS observations
 AA2258.and is referenced to NAD 83.
 AA2258
 AA2258.The geoid height was determined by GEOID03.
 AA2258
 AA2258;                    North         East     Units Scale Factor Converg.
 AA2258;SPC AL W     -    78,648.250   527,871.504   MT  0.99999749   -0 23 04.3
 AA2258;UTM  16      - 3,397,835.458   380,013.741   MT  0.99977760   -0 38 23.7
 AA2258
 AA2258!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2258!SPC AL W     -   0.99999482  x   0.99999749  =   0.99999231
 AA2258!UTM  16      -   0.99999482  x   0.99977760  =   0.99977242
 AA2258
 AA2258:                Primary Azimuth Mark                     Grid Az
 AA2258:SPC AL W     -  49 29                                    295 22 57.3
 AA2258:UTM  16      -  49 29                                    295 38 16.7
 AA2258
 AA2258|---------------------------------------------------------------------|
 AA2258| PID    Reference Object                     Distance      Geod. Az  |
 AA2258|                                                           dddmmss.s |
 AA2258| AA2257 49 29                               406.617 METERS 2945953.0 |
 AA2258|---------------------------------------------------------------------|
 AA2258
 AA2258                          SUPERSEDED SURVEY CONTROL
 AA2258
 AA2258  ELLIP H (12/16/94)   33.07   (m)                       GP(       ) 3 2
 AA2258  NGVD 29 (12/16/94)   61.6    (m)          202.     (f) GPS OBS        
 AA2258
 AA2258.Superseded values are not recommended for survey control.
 AA2258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2258.See file dsdata.txt to determine how the superseded data were derived.
 AA2258
 AA2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8001497835(NAD 83)
 AA2258_MARKER: DD = SURVEY DISK
 AA2258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2258_SP_SET: CONCRETE POST
 AA2258_STAMPING: 49-30 1993
 AA2258_MARK LOGO: ALHD  
 AA2258_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2258+STABILITY: SURFACE MOTION
 AA2258_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2258+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2258
 AA2258  HISTORY     - Date     Condition        Report By
 AA2258  HISTORY     - 1993     MONUMENTED       ALHD
 AA2258
 AA2258                          STATION DESCRIPTION
 AA2258
 AA2258'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2258'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2258'TANNER WILLIAMS ROAD, ABOUT 4.95 MI (7.97 KM)  SOUTH OF SEMMES AND
 AA2258'ABOUT 10.20 MI (16.41 KM)  SOUTHEAST OF WILMER. TO REACH THE STATION
 AA2258'FROM THE I-65 OVERPASS OVER U.S. 98 (MILE POST 21.90 ON U.S. 98) IN
 AA2258'MOBILE, DRIVE NORTHWEST ON U.S. 98 FOR 7.75 MI (12.47 KM)  TO MILE
 AA2258'POST 14.15 AND SCHILLINGER ROAD ON THE LEFT AT A TRAFFIC LIGHT, TURN
 AA2258'LEFT ON SCHILLINGER ROAD AND DRIVE SOUTH FOR 4.05 MI (6.52 KM)  TO
 AA2258'ZEIGLER BOULEVARD LEFT AND RIGHT AT A TRAFFIC LIGHT, TURN RIGHT ON
 AA2258'ZEIGLER BOULEVARD AND DRIVE WEST FOR 1.40 MI (2.25 KM) TO TANNER
 AA2258'WILLIAMS ROAD ON THE LEFT AND AHEAD, CONTINUE WEST ON TANNER WILLIAMS
 AA2258'ROAD FOR 0.30 MI (0.48 KM)  TO THE STATION ON THE LEFT. THE STATION IS
 AA2258'9.7 FT (3.0 M)  NORTH-NORTHEAST OF A SIX FOOT CHAIN LINK FENCE WITH
 AA2258'THREE STRANDS OF BARBED WIRE, 31.0 FT (9.4 M) SOUTH-SOUTHWEST OF THE
 AA2258'CENTERLINE OF TANNER WILLIAMS ROAD, 52.6 FT (16.0 M)  SOUTH OF A
 AA2258'GRAPHIC PEDESTRIAN SIGN ACROSS THE ROAD, 86.0 FT (26.2 M)  EAST OF
 AA2258'JUNCTION POWER POLE, 10.0 FT (3.0 M)  NORTHEAST OF A CARSONITE WITNESS
 AA2258'POST, AND SET FLUSH WITH THE GROUND. STATION 49-29 1993 MAY BE USED AS
 AA2258'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2259 ***********************************************************************
 AA2259  DESIGNATION -  49 31
 AA2259  PID         -  AA2259
 AA2259  STATE/COUNTY-  AL/MOBILE
 AA2259  USGS QUAD   -  SEMMES (1985)
 AA2259
 AA2259                         *CURRENT SURVEY CONTROL
 AA2259  ___________________________________________________________________
 AA2259* NAD 83(1992)-  30 47 01.39185(N)    088 16 30.01627(W)     ADJUSTED  
 AA2259* NAVD 88     -        77.0    (meters)     253.     (feet)  VERTCON   
 AA2259  ___________________________________________________________________
 AA2259  X           -     165,091.373 (meters)                     COMP
 AA2259  Y           -  -5,481,858.278 (meters)                     COMP
 AA2259  Z           -   3,245,341.437 (meters)                     COMP
 AA2259  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 AA2259  ELLIP HEIGHT-          48.31  (meters)          (07/29/02) GPS OBS
 AA2259  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AA2259
 AA2259  HORZ ORDER  -  FIRST
 AA2259  ELLP ORDER  -  FOURTH    CLASS I
 AA2259
 AA2259.The horizontal coordinates were established by GPS observations
 AA2259.and adjusted by the National Geodetic Survey in December 1994..
 AA2259
 AA2259.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2259.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2259
 AA2259.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2259
 AA2259.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2259
 AA2259.The ellipsoidal height was determined by GPS observations
 AA2259.and is referenced to NAD 83.
 AA2259
 AA2259.The geoid height was determined by GEOID03.
 AA2259
 AA2259;                    North         East     Units Scale Factor Converg.
 AA2259;SPC AL W     -    87,133.455   525,821.102   MT  1.00000119   -0 23 48.0
 AA2259;UTM  16      - 3,406,327.870   378,001.663   MT  0.99978360   -0 39 09.5
 AA2259
 AA2259!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2259!SPC AL W     -   0.99999241  x   1.00000119  =   0.99999360
 AA2259!UTM  16      -   0.99999241  x   0.99978360  =   0.99977602
 AA2259
 AA2259:                Primary Azimuth Mark                     Grid Az
 AA2259:SPC AL W     -  49 32                                    120 22 17.0
 AA2259:UTM  16      -  49 32                                    120 37 38.5
 AA2259
 AA2259|---------------------------------------------------------------------|
 AA2259| PID    Reference Object                     Distance      Geod. Az  |
 AA2259|                                                           dddmmss.s |
 AA2259| AA2260 49 32                               491.886 METERS 1195829.0 |
 AA2259|---------------------------------------------------------------------|
 AA2259
 AA2259                          SUPERSEDED SURVEY CONTROL
 AA2259
 AA2259  ELLIP H (12/16/94)   48.38   (m)                       GP(       ) 3 2
 AA2259  NGVD 29 (12/16/94)   77.0    (m)          253.     (f) GPS OBS        
 AA2259
 AA2259.Superseded values are not recommended for survey control.
 AA2259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2259.See file dsdata.txt to determine how the superseded data were derived.
 AA2259
 AA2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7800206328(NAD 83)
 AA2259_MARKER: DD = SURVEY DISK
 AA2259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2259_SP_SET: CONCRETE POST
 AA2259_STAMPING: 49-31 1993
 AA2259_MARK LOGO: ALHD  
 AA2259_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2259+STABILITY: SURFACE MOTION
 AA2259_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2259+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2259
 AA2259  HISTORY     - Date     Condition        Report By
 AA2259  HISTORY     - 1993     MONUMENTED       ALHD
 AA2259
 AA2259                          STATION DESCRIPTION
 AA2259
 AA2259'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2259'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2259'U.S. 98, ABOUT 0.60 MI (0.97 KM) WEST-NORTHWEST OF SEMMES AND ABOUT
 AA2259'5.80 MI (9.33 KM) SOUTHEAST OF WILMER. TO REACH THE STATION FROM THE
 AA2259'I-65 OVERPASS OVER U.S. 98 (MILE POST 21.90 ON U.S. 98) IN MOBILE,
 AA2259'DRIVE NORTHWEST ON U.S. 98 FOR 11.20 MI (18.02 KM) TO MILE POST 10.70
 AA2259'AND THE STATION ON THE LEFT. THE STATION IS 16.6 FT (5.1 M)
 AA2259'SOUTH-SOUTHWEST OF THE SOUTH CONCRETE CURB OF U.S. 98, 21.8 FT (6.6 M)
 AA2259'SOUTH-SOUTHEAST OF THE CENTER OF A MANHOLE IN A DROP INLET, 30.8 FT
 AA2259'(9.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF
 AA2259'U.S. 98, 57.2 FT (17.4 M) EAST-SOUTHEAST OF A CONCRETE BURIED CABLE
 AA2259'MARKER, 67.1 FT (20.5 M) EAST-SOUTHEAST OF A SPEED LIMIT 50 SIGN,
 AA2259'207.0 FT (63.1 M) NORTH-NORTHWEST OF TRANSFORMER POWER POLE NO. 14955
 AA2259'IN A FIELD, 1.9 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA2259'FLUSH WITH THE GROUND. STATION 49-32 1993 MAY BE USED AS AN AZIMUTH
 AA2259'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2260 ***********************************************************************
 AA2260  DESIGNATION -  49 32
 AA2260  PID         -  AA2260
 AA2260  STATE/COUNTY-  AL/MOBILE
 AA2260  USGS QUAD   -  SEMMES (1985)
 AA2260
 AA2260                         *CURRENT SURVEY CONTROL
 AA2260  ___________________________________________________________________
 AA2260* NAD 83(1992)-  30 46 53.41149(N)    088 16 13.99122(W)     ADJUSTED  
 AA2260* NAVD 88     -        74.5    (meters)     244.     (feet)  VERTCON   
 AA2260  ___________________________________________________________________
 AA2260  X           -     165,520.998 (meters)                     COMP
 AA2260  Y           -  -5,481,969.009 (meters)                     COMP
 AA2260  Z           -   3,245,129.017 (meters)                     COMP
 AA2260  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 AA2260  ELLIP HEIGHT-          45.81  (meters)          (07/29/02) GPS OBS
 AA2260  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AA2260
 AA2260  HORZ ORDER  -  FIRST
 AA2260  ELLP ORDER  -  FOURTH    CLASS I
 AA2260
 AA2260.The horizontal coordinates were established by GPS observations
 AA2260.and adjusted by the National Geodetic Survey in December 1994..
 AA2260
 AA2260.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2260.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2260
 AA2260.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2260
 AA2260.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2260
 AA2260.The ellipsoidal height was determined by GPS observations
 AA2260.and is referenced to NAD 83.
 AA2260
 AA2260.The geoid height was determined by GEOID03.
 AA2260
 AA2260;                    North         East     Units Scale Factor Converg.
 AA2260;SPC AL W     -    86,884.755   526,245.485   MT  1.00000041   -0 23 39.7
 AA2260;UTM  16      - 3,406,077.332   378,424.839   MT  0.99978233   -0 39 01.1
 AA2260
 AA2260!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2260!SPC AL W     -   0.99999281  x   1.00000041  =   0.99999322
 AA2260!UTM  16      -   0.99999281  x   0.99978233  =   0.99977514
 AA2260
 AA2260:                Primary Azimuth Mark                     Grid Az
 AA2260:SPC AL W     -  49 31                                    300 22 16.9
 AA2260:UTM  16      -  49 31                                    300 37 38.3
 AA2260
 AA2260|---------------------------------------------------------------------|
 AA2260| PID    Reference Object                     Distance      Geod. Az  |
 AA2260|                                                           dddmmss.s |
 AA2260| AA2259 49 31                               491.886 METERS 2995837.2 |
 AA2260|---------------------------------------------------------------------|
 AA2260
 AA2260                          SUPERSEDED SURVEY CONTROL
 AA2260
 AA2260  ELLIP H (12/16/94)   45.88   (m)                       GP(       ) 3 2
 AA2260  NGVD 29 (12/16/94)   74.5    (m)          244.     (f) GPS OBS        
 AA2260
 AA2260.Superseded values are not recommended for survey control.
 AA2260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2260.See file dsdata.txt to determine how the superseded data were derived.
 AA2260
 AA2260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7842506077(NAD 83)
 AA2260_MARKER: DD = SURVEY DISK
 AA2260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2260_SP_SET: CONCRETE POST
 AA2260_STAMPING: 49-32 1993
 AA2260_MARK LOGO: ALHD  
 AA2260_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2260+STABILITY: SURFACE MOTION
 AA2260_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2260+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2260
 AA2260  HISTORY     - Date     Condition        Report By
 AA2260  HISTORY     - 1993     MONUMENTED       ALHD
 AA2260
 AA2260                          STATION DESCRIPTION
 AA2260
 AA2260'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2260'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2260'U.S. 98, ABOUT 1.00 MI (1.61 KM) WEST-NORTHWEST OF SEMMES AND ABOUT
 AA2260'6.15 MI (9.90 KM) SOUTHEAST OF WILMER. TO REACH THE STATION FROM THE
 AA2260'I-65 OVERPASS OVER U.S. 98 (MILE POST 21.90 ON U.S. 98) IN MOBILE,
 AA2260'DRIVE NORTHWEST ON U.S. 98 FOR 10.85 MI (17.46 KM) TO MILE POST 11.05
 AA2260'AND THE STATION ON THE RIGHT. THE STATION IS 17.0 FT (5.2 M)
 AA2260'NORTH-NORTHEAST OF THE NORTH CONCRETE CURB OF U.S. 98, 31.0 FT (9.4 M)
 AA2260'NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S. 98,
 AA2260'47.3 FT (14.4 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE
 AA2260'DROP INLET, 69.5 FT (21.2 M) EAST-SOUTHEAST OF A MANHOLE IN A DROP
 AA2260'INLET, 103.1 FT (31.4 M) WEST-NORTHWEST OF A JUNCTION POWER POLE,
 AA2260'108.0 FT (32.9 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF THE PAVED
 AA2260'PARKING LOT OF THE SECOND BAPTIST CHURCH OF SEMMES, 111.0 FT (33.8 M)
 AA2260'EAST-SOUTHEAST OF A POWER POLE, 166.0 FT (50.6 M) EAST-SOUTHEAST OF
 AA2260'MILE POST 11 ON THE SOUTH SIDE OF U.S. 98, 1.9 FT (0.6 M) SOUTHWEST OF
 AA2260'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 49-31
 AA2260'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2261 ***********************************************************************
 AA2261  DESIGNATION -  49 33
 AA2261  PID         -  AA2261
 AA2261  STATE/COUNTY-  AL/MOBILE
 AA2261  USGS QUAD   -  KUSHLA (1982)
 AA2261
 AA2261                         *CURRENT SURVEY CONTROL
 AA2261  ___________________________________________________________________
 AA2261* NAD 83(1992)-  30 48 58.67605(N)    088 09 32.79677(W)     ADJUSTED  
 AA2261* NAVD 88     -        18.1    (meters)      59.     (feet)  VERTCON   
 AA2261  ___________________________________________________________________
 AA2261  X           -     176,118.350 (meters)                     COMP
 AA2261  Y           -  -5,479,614.079 (meters)                     COMP
 AA2261  Z           -   3,248,413.773 (meters)                     COMP
 AA2261  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AA2261  ELLIP HEIGHT-         -10.57  (meters)          (07/29/02) GPS OBS
 AA2261  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AA2261
 AA2261  HORZ ORDER  -  FIRST
 AA2261  ELLP ORDER  -  FOURTH    CLASS I
 AA2261
 AA2261.The horizontal coordinates were established by GPS observations
 AA2261.and adjusted by the National Geodetic Survey in December 1994..
 AA2261
 AA2261.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2261.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2261
 AA2261.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2261
 AA2261.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2261
 AA2261.The ellipsoidal height was determined by GPS observations
 AA2261.and is referenced to NAD 83.
 AA2261
 AA2261.The geoid height was determined by GEOID03.
 AA2261
 AA2261;                    North         East     Units Scale Factor Converg.
 AA2261;SPC AL W     -    90,674.170   536,935.358   MT  0.99998238   -0 20 15.6
 AA2261;UTM  16      - 3,409,818.094   389,129.138   MT  0.99975163   -0 35 37.9
 AA2261
 AA2261!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2261!SPC AL W     -   1.00000166  x   0.99998238  =   0.99998404
 AA2261!UTM  16      -   1.00000166  x   0.99975163  =   0.99975329
 AA2261
 AA2261:                Primary Azimuth Mark                     Grid Az
 AA2261:SPC AL W     -  49 34                                    310 49 44.8
 AA2261:UTM  16      -  49 34                                    311 05 07.1
 AA2261
 AA2261|---------------------------------------------------------------------|
 AA2261| PID    Reference Object                     Distance      Geod. Az  |
 AA2261|                                                           dddmmss.s |
 AA2261| AA2262 49 34                               417.047 METERS 3102929.2 |
 AA2261|---------------------------------------------------------------------|
 AA2261
 AA2261                          SUPERSEDED SURVEY CONTROL
 AA2261
 AA2261  ELLIP H (12/16/94)  -10.50   (m)                       GP(       ) 3 2
 AA2261  NGVD 29 (12/16/94)   18.1    (m)           59.     (f) GPS OBS        
 AA2261
 AA2261.Superseded values are not recommended for survey control.
 AA2261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2261.See file dsdata.txt to determine how the superseded data were derived.
 AA2261
 AA2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8912909818(NAD 83)
 AA2261_MARKER: DD = SURVEY DISK
 AA2261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2261_SP_SET: CONCRETE POST
 AA2261_STAMPING: 49-33 1993
 AA2261_MARK LOGO: ALHD  
 AA2261_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2261+STABILITY: SURFACE MOTION
 AA2261_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2261+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2261
 AA2261  HISTORY     - Date     Condition        Report By
 AA2261  HISTORY     - 1993     MONUMENTED       ALHD
 AA2261
 AA2261                          STATION DESCRIPTION
 AA2261
 AA2261'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2261'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2261'U.S. 45, ABOUT 5.25 MI (8.45 KM) WEST-NORTHWEST OF SARALAND AND ABOUT
 AA2261'6.80 MI (10.94 KM) WEST-SOUTHWEST OF SATSUMA. TO REACH THE STATION
 AA2261'FROM EXIT 8 ON I-65 (MILE POST 5.25 ON U.S. 45)IN PRICHARD, DRIVE
 AA2261'NORTHWEST ON U.S. 45 FOR 6.50 MI (10.46 KM) TO MILE POST 11.75 AND THE
 AA2261'STATION ON THE RIGHT. THE STATION IS 17.0 FT (5.2 M) WEST-NORTHWEST OF
 AA2261'THE CENTER OF A GRAVEL FIELD ROAD, 37.0 FT (11.3 M) WEST-NORTHWEST OF
 AA2261'THE NORTHWEST END OF A PARTIALLY DOWN FIVE FOOT CHAIN LINK FENCE, 37.5
 AA2261'FT (11.4 M) NORTH-NORTHEAST OF THE CENTERLINE OF U.S. 45, 50.4 FT
 AA2261'(15.4 M) WEST-NORTHWEST OF THE NORTHEAST POST OF A FOR SALE NURSERY
 AA2261'MULCH POTTING SOIL SIGN, 137.7 FT (42.0 M) EAST-SOUTHEAST OF A VACANT
 AA2261'SHOT POLE NO. 61 8988, 138.5 FT (42.2 M) EAST-SOUTHEAST OF TELEPHONE
 AA2261'CABLE PEDESTAL NO. 13, 139.9 FT (42.6 M) EAST-SOUTHEAST OF A POWER
 AA2261'POLE, 156.3 FT (47.6 M) EAST-SOUTHEAST OF A CONCRETE FIBER OPTIC CABLE
 AA2261'MARKER, 1.3 FT (0.4 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2261'FLUSH WITH THE GROUND. STATION 49-34 1993 MAY BE USED AS AN AZIMUTH
 AA2261'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2262 ***********************************************************************
 AA2262  DESIGNATION -  49 34
 AA2262  PID         -  AA2262
 AA2262  STATE/COUNTY-  AL/MOBILE
 AA2262  USGS QUAD   -  KUSHLA (1982)
 AA2262
 AA2262                         *CURRENT SURVEY CONTROL
 AA2262  ___________________________________________________________________
 AA2262* NAD 83(1992)-  30 49 07.46929(N)    088 09 44.72970(W)     ADJUSTED  
 AA2262* NAVD 88     -        19.3    (meters)      63.     (feet)  VERTCON   
 AA2262  ___________________________________________________________________
 AA2262  X           -     175,796.927 (meters)                     COMP
 AA2262  Y           -  -5,479,486.698 (meters)                     COMP
 AA2262  Z           -   3,248,646.991 (meters)                     COMP
 AA2262  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA2262  ELLIP HEIGHT-          -9.29  (meters)          (07/29/02) GPS OBS
 AA2262  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AA2262
 AA2262  HORZ ORDER  -  FIRST
 AA2262  ELLP ORDER  -  FOURTH    CLASS I
 AA2262
 AA2262.The horizontal coordinates were established by GPS observations
 AA2262.and adjusted by the National Geodetic Survey in December 1994..
 AA2262
 AA2262.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2262.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2262
 AA2262.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2262
 AA2262.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2262
 AA2262.The ellipsoidal height was determined by GPS observations
 AA2262.and is referenced to NAD 83.
 AA2262
 AA2262.The geoid height was determined by GEOID03.
 AA2262
 AA2262;                    North         East     Units Scale Factor Converg.
 AA2262;SPC AL W     -    90,946.833   536,619.799   MT  0.99998287   -0 20 21.8
 AA2262;UTM  16      - 3,410,092.102   388,814.874   MT  0.99975249   -0 35 44.2
 AA2262
 AA2262!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2262!SPC AL W     -   1.00000146  x   0.99998287  =   0.99998433
 AA2262!UTM  16      -   1.00000146  x   0.99975249  =   0.99975395
 AA2262
 AA2262:                Primary Azimuth Mark                     Grid Az
 AA2262:SPC AL W     -  49 33                                    130 49 44.9
 AA2262:UTM  16      -  49 33                                    131 05 07.3
 AA2262
 AA2262|---------------------------------------------------------------------|
 AA2262| PID    Reference Object                     Distance      Geod. Az  |
 AA2262|                                                           dddmmss.s |
 AA2262| AA2261 49 33                               417.047 METERS 1302923.1 |
 AA2262|---------------------------------------------------------------------|
 AA2262
 AA2262                          SUPERSEDED SURVEY CONTROL
 AA2262
 AA2262  ELLIP H (12/16/94)   -9.22   (m)                       GP(       ) 3 2
 AA2262  NGVD 29 (12/16/94)   19.3    (m)           63.     (f) GPS OBS        
 AA2262
 AA2262.Superseded values are not recommended for survey control.
 AA2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2262.See file dsdata.txt to determine how the superseded data were derived.
 AA2262
 AA2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8881510092(NAD 83)
 AA2262_MARKER: DD = SURVEY DISK
 AA2262_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2262_SP_SET: CONCRETE POST
 AA2262_STAMPING: 49-34 1993
 AA2262_MARK LOGO: ALHD  
 AA2262_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2262_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2262+STABILITY: SURFACE MOTION
 AA2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2262+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 AA2262
 AA2262  HISTORY     - Date     Condition        Report By
 AA2262  HISTORY     - 1993     MONUMENTED       ALHD
 AA2262  HISTORY     - 19980713 GOOD             JCLS
 AA2262  HISTORY     - 20060323 GOOD             JCLS
 AA2262
 AA2262                          STATION DESCRIPTION
 AA2262
 AA2262'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2262'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2262'U. S. 45, ABOUT 5.50 MI (8.85 KM) WEST - NORTHWEST OF SARALAND AND
 AA2262'ABOUT 7.00 MI (11.27 KM) WEST - SOUTHWEST OF SATSUMA. TO REACH THE
 AA2262'STATION FROM EXIT 8 ON I - 65 (MILE POST 5.25 ON U. S. 45) IN
 AA2262'PRICHARD, DRIVE NORTHWEST ON U. S. 45 6.75 MI (10.86 KM) TO MILE POST
 AA2262'12.00 AND THE STATION ON THE LEFT. THE STATION IS LOCATED IN THE
 AA2262'NORTHEAST CORNER OF THE LAWN OF FIRST BAPTIST CHURCH OF KUSHLA, 2.1 FT
 AA2262'(0.6 M) NORTH OF THE WEST ONE OF FOUR RED AND WHITE PLASTIC POSTS AT A
 AA2262'FIRE HYDRANT, 2.4 FT (0.7 M) SOUTHWEST OF THE NORTH ONE OF FOUR RED
 AA2262'AND WHITE POSTS AT A FIRE HYDRANT, 3.4 FT (1.0 M) WEST - NORTHWEST OF
 AA2262'A FIRE HYDRANT, 18.0 FT (5.5 M) EAST - SOUTHEAST OF THE SOUTHEAST
 AA2262'CORNER OF A LARGE CONCRETE VALVE BOX, 38.2 FT (11.6 M) SOUTH -
 AA2262'SOUTHWEST OF THE CENTERLINE OF U. S. 45, 60.0 FT (18.3 M) SOUTHWEST OF
 AA2262'MILE POST 12 ACROSS THE ROAD, 1.6 FT (0.5 M) NORTHEAST OF A CARSONITE
 AA2262'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 49 - 33 1993 MAY
 AA2262'BE USED AS AN AZIMUTH FOR HE GROUND. STATION 49-34 1993 MAY BE USED AS
 AA2262'AN AZIMUTH FOR THIS STATION.
 AA2262
 AA2262                          STATION RECOVERY (1998)
 AA2262
 AA2262'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA2262'RECOVERED IN GOOD CONDITION.
 AA2262
 AA2262                          STATION RECOVERY (2006)
 AA2262
 AA2262'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 AA2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2263 ***********************************************************************
 AA2263  DESIGNATION -  49 35
 AA2263  PID         -  AA2263
 AA2263  STATE/COUNTY-  AL/MOBILE
 AA2263  USGS QUAD   -  CHICKASAW (1982)
 AA2263
 AA2263                         *CURRENT SURVEY CONTROL
 AA2263  ___________________________________________________________________
 AA2263* NAD 83(1992)-  30 47 57.39404(N)    088 05 17.85241(W)     ADJUSTED  
 AA2263* NAVD 88     -         6.3    (meters)      21.     (feet)  VERTCON   
 AA2263  ___________________________________________________________________
 AA2263  X           -     182,922.953 (meters)                     COMP
 AA2263  Y           -  -5,480,348.200 (meters)                     COMP
 AA2263  Z           -   3,246,786.844 (meters)                     COMP
 AA2263  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AA2263  ELLIP HEIGHT-         -22.27  (meters)          (07/29/02) GPS OBS
 AA2263  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AA2263
 AA2263  HORZ ORDER  -  FIRST
 AA2263  ELLP ORDER  -  FOURTH    CLASS I
 AA2263
 AA2263.The horizontal coordinates were established by GPS observations
 AA2263.and adjusted by the National Geodetic Survey in December 1994..
 AA2263
 AA2263.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2263.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2263
 AA2263.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2263
 AA2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2263
 AA2263.The ellipsoidal height was determined by GPS observations
 AA2263.and is referenced to NAD 83.
 AA2263
 AA2263.The geoid height was determined by GEOID03.
 AA2263
 AA2263;                    North         East     Units Scale Factor Converg.
 AA2263;SPC AL W     -    88,749.209   543,701.514   MT  0.99997242   -0 18 04.4
 AA2263;UTM  16      - 3,407,863.365   395,885.035   MT  0.99973372   -0 33 26.2
 AA2263
 AA2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2263!SPC AL W     -   1.00000350  x   0.99997242  =   0.99997592
 AA2263!UTM  16      -   1.00000350  x   0.99973372  =   0.99973722
 AA2263
 AA2263                          SUPERSEDED SURVEY CONTROL
 AA2263
 AA2263  ELLIP H (12/16/94)  -22.20   (m)                       GP(       ) 3 2
 AA2263  NGVD 29 (12/16/94)    6.3    (m)           21.     (f) GPS OBS        
 AA2263
 AA2263.Superseded values are not recommended for survey control.
 AA2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2263.See file dsdata.txt to determine how the superseded data were derived.
 AA2263
 AA2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9588507863(NAD 83)
 AA2263_MARKER: DD = SURVEY DISK
 AA2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2263_SP_SET: CONCRETE POST
 AA2263_STAMPING: 49-35 1993
 AA2263_MARK LOGO: ALHD  
 AA2263_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2263+STABILITY: SURFACE MOTION
 AA2263_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2263+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2263
 AA2263  HISTORY     - Date     Condition        Report By
 AA2263  HISTORY     - 1993     MONUMENTED       ALHD
 AA2263
 AA2263                          STATION DESCRIPTION
 AA2263
 AA2263'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2263'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2263'ALA 158 IN SARALAND. TO REACH THE STATION FROM EXIT 13 ON I-65 (MILE
 AA2263'POST 2.75 ON ALA 158) IN SARALAND, DRIVE EAST ON ALA 158 FOR 1.00 MI
 AA2263'(1.61 KM) TO MILE POST 3.75 AND THE STATION ON THE LEFT. THE STATION
 AA2263'IS LOCATED IN FRONT OF ALLIED STEEL CORPORATION, 23.0 FT (7.0 M)
 AA2263'NORTH-NORTHEAST OF THE NORTH EDGE OF A CONCRETE DITCH FLUME, 62.5 FT
 AA2263'(19.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF ALA 158, 117.3 FT (35.8
 AA2263'M) SOUTH  OUTHWEST OF THE SOUTH EDGE OF THE CINCRETE FLOOR SLAB OF AN
 AA2263'OPEN SHOP BUILDING, 126.4 FT (38.5 M) SOUTHEAST OF A JUNCTION POWER
 AA2263'POLE, 142.6 FT (43.5 M) WEST OF A JUNCTION POWER POLE, 185.0 FT (56.4
 AA2263'M) WEST-NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 212.0 FT (64.6
 AA2263'M) EAST-SOUTHEAST OF THE CENTER OF A PAVED DRIVEWAY, 1.9 FT (0.6 M)
 AA2263'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2263'STATION 49-36 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2264 ***********************************************************************
 AA2264  DESIGNATION -  49 36
 AA2264  PID         -  AA2264
 AA2264  STATE/COUNTY-  AL/MOBILE
 AA2264  USGS QUAD   -  CHICKASAW (1982)
 AA2264
 AA2264                         *CURRENT SURVEY CONTROL
 AA2264  ___________________________________________________________________
 AA2264* NAD 83(1992)-  30 47 48.34562(N)    088 04 51.88792(W)     ADJUSTED  
 AA2264* NAVD 88     -         3.8    (meters)      12.     (feet)  VERTCON   
 AA2264  ___________________________________________________________________
 AA2264  X           -     183,617.520 (meters)                     COMP
 AA2264  Y           -  -5,480,465.554 (meters)                     COMP
 AA2264  Z           -   3,246,546.190 (meters)                     COMP
 AA2264  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AA2264  ELLIP HEIGHT-         -24.80  (meters)          (07/29/02) GPS OBS
 AA2264  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 AA2264
 AA2264  HORZ ORDER  -  FIRST
 AA2264  ELLP ORDER  -  FOURTH    CLASS I
 AA2264
 AA2264.The horizontal coordinates were established by GPS observations
 AA2264.and adjusted by the National Geodetic Survey in December 1994..
 AA2264
 AA2264.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2264.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2264
 AA2264.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2264
 AA2264.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2264
 AA2264.The ellipsoidal height was determined by GPS observations
 AA2264.and is referenced to NAD 83.
 AA2264
 AA2264.The geoid height was determined by GEOID03.
 AA2264
 AA2264;                    North         East     Units Scale Factor Converg.
 AA2264;SPC AL W     -    88,466.958   544,390.288   MT  0.99997147   -0 17 51.1
 AA2264;UTM  16      - 3,407,578.107   396,572.376   MT  0.99973196   -0 33 12.8
 AA2264
 AA2264!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2264!SPC AL W     -   1.00000389  x   0.99997147  =   0.99997536
 AA2264!UTM  16      -   1.00000389  x   0.99973196  =   0.99973585
 AA2264
 AA2264                          SUPERSEDED SURVEY CONTROL
 AA2264
 AA2264  ELLIP H (12/16/94)  -24.73   (m)                       GP(       ) 3 2
 AA2264  NGVD 29 (12/16/94)    3.8    (m)           12.     (f) GPS OBS        
 AA2264
 AA2264.Superseded values are not recommended for survey control.
 AA2264.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2264.See file dsdata.txt to determine how the superseded data were derived.
 AA2264
 AA2264_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9657207578(NAD 83)
 AA2264_MARKER: DD = SURVEY DISK
 AA2264_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2264_SP_SET: CONCRETE POST
 AA2264_STAMPING: 49-36 1993
 AA2264_MARK LOGO: ALHD  
 AA2264_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2264_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2264+STABILITY: SURFACE MOTION
 AA2264_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2264+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2264
 AA2264  HISTORY     - Date     Condition        Report By
 AA2264  HISTORY     - 1993     MONUMENTED       ALHD
 AA2264
 AA2264                          STATION DESCRIPTION
 AA2264
 AA2264'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2264'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2264'ALA 158 IN SARALAND. TO REACH THE STATION FROM EXIT 13 ON I-65 (MILE
 AA2264'POST 2.75 ON ALA 158) IN SARALAND, DRIVE EAST ON ALA 158 FOR 1.45 MI
 AA2264'(2.33 KM) TO MILE POST 4.20 AND THE STATION ON THE LEFT. THE STATION
 AA2264'IS LOCATED IN FRONT OF CATFISH JUNCTION RESTAURANT PARKING LOT, 15.2
 AA2264'FT (4.6 M) NORTH OF THE CENTER OF A SEWER MANHOLE, 61.8 FT (18.8 M)
 AA2264'SOUTHEAST OF THE SOUTH POST OF A CATFISH JUNCTION RESTAURANT AND
 AA2264'FISHING HOLE SIGN, 67.3 FT (20.5 M) NORTH-NORTHEAST OF THE CENTERLINE
 AA2264'OF ALA 158, 68.3 FT (20.8 M) SOUTHEAST OF THE NORTH POST OF A CATFISH
 AA2264'JUNCTION RESTAURANT AND FISHING HOLE SIGN, 100.4 FT (30.6 M) SOUTHEAST
 AA2264'OF A JUNCTION POWER POLE, 107.0 FT (32.6 M) WEST OF A POWER POLE,
 AA2264'121.6 FT (37.1 M) SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 AA2264'CATFISH JUNCTION RESTAURANT BUILDING, 1.9 FT (0.6 M) SOUTH OF A
 AA2264'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 49-35
 AA2264'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2265 ***********************************************************************
 AA2265  DESIGNATION -  49 37
 AA2265  PID         -  AA2265
 AA2265  STATE/COUNTY-  AL/MOBILE
 AA2265  USGS QUAD   -  SEMMES (1985)
 AA2265
 AA2265                         *CURRENT SURVEY CONTROL
 AA2265  ___________________________________________________________________
 AA2265* NAD 83(1992)-  30 52 05.63302(N)    088 18 24.29748(W)     ADJUSTED  
 AA2265* NAVD 88     -        82.2    (meters)     270.     (feet)  VERTCON   
 AA2265  ___________________________________________________________________
 AA2265  X           -     161,912.385 (meters)                     COMP
 AA2265  Y           -  -5,477,154.364 (meters)                     COMP
 AA2265  Z           -   3,253,390.100 (meters)                     COMP
 AA2265  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AA2265  ELLIP HEIGHT-          53.70  (meters)          (07/29/02) GPS OBS
 AA2265  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AA2265
 AA2265  HORZ ORDER  -  FIRST
 AA2265  ELLP ORDER  -  FOURTH    CLASS I
 AA2265
 AA2265.The horizontal coordinates were established by GPS observations
 AA2265.and adjusted by the National Geodetic Survey in December 1994..
 AA2265
 AA2265.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2265.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2265
 AA2265.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2265
 AA2265.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2265
 AA2265.The ellipsoidal height was determined by GPS observations
 AA2265.and is referenced to NAD 83.
 AA2265
 AA2265.The geoid height was determined by GEOID03.
 AA2265
 AA2265;                    North         East     Units Scale Factor Converg.
 AA2265;SPC AL W     -    96,524.227   522,850.190   MT  1.00000673   -0 24 50.2
 AA2265;UTM  16      - 3,415,729.806   375,073.417   MT  0.99979251   -0 40 13.9
 AA2265
 AA2265!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2265!SPC AL W     -   0.99999157  x   1.00000673  =   0.99999830
 AA2265!UTM  16      -   0.99999157  x   0.99979251  =   0.99978408
 AA2265
 AA2265                          SUPERSEDED SURVEY CONTROL
 AA2265
 AA2265  ELLIP H (12/16/94)   53.74   (m)                       GP(       ) 3 2
 AA2265  NGVD 29 (12/16/94)   82.2    (m)          270.     (f) GPS OBS        
 AA2265
 AA2265.Superseded values are not recommended for survey control.
 AA2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2265.See file dsdata.txt to determine how the superseded data were derived.
 AA2265
 AA2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7507315730(NAD 83)
 AA2265_MARKER: DD = SURVEY DISK
 AA2265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2265_SP_SET: CONCRETE POST
 AA2265_STAMPING: 49-37 1993
 AA2265_MARK LOGO: ALHD  
 AA2265_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2265+STABILITY: SURFACE MOTION
 AA2265_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2265+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2265
 AA2265  HISTORY     - Date     Condition        Report By
 AA2265  HISTORY     - 1993     MONUMENTED       ALHD
 AA2265
 AA2265                          STATION DESCRIPTION
 AA2265
 AA2265'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2265'THE STATION IS LOCATED IN MOBILE COUNTY ON THE EAST RIGHT OF WAY OF A
 AA2265'COUNTY GRAVEL ROAD, ABOUT 4.45 MI (7.16 KM) NORTHEAST OF WILMER AND
 AA2265'ABOUT 6.70 MI (10.78 KM) NORTH-NORTHWEST OF SEMMES. TO REACH THE
 AA2265'STATION FROM THE I-65 OVERPASS OVER U.S. 98 (MILE POST 21.90 ON U.S.
 AA2265'98) IN MOBILE, DRIVE NORTHWEST ON U.S. 98 FOR 16.90 MI (27.20 KM) TO
 AA2265'MILE POST 5.00 AND MOBILE COUNTY ROAD NO. 63 (WILMER GEORGETOWN ROAD)
 AA2265'ON THE RIGHT IN WILMER, TURN RIGHT ON MOBILE COUNTY ROAD NO. 63 AND
 AA2265'DRIVE NORTHEAST FOR 5.10 MI (8.21 KM) TO A GRAVEL ROAD ON THE RIGHT,
 AA2265'TURN RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO
 AA2265'THE STATION ON THE LEFT. THE STATION IS 23.0 FT (7.0 M) EAST OF THE
 AA2265'CENTER OF THE GRAVEL ROAD, 156.0 FT (47.5 M) SOUTH OF A BLUE MC 8500
 AA2265'SIGN ON THE EAST SIDE OF THE GRAVEL ROAD, 1.5 FT (0.5 M) NORTHWEST OF
 AA2265'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 49-38
 AA2265'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2266 ***********************************************************************
 AA2266  DESIGNATION -  49 38
 AA2266  PID         -  AA2266
 AA2266  STATE/COUNTY-  AL/MOBILE
 AA2266  USGS QUAD   -  SEMMES (1985)
 AA2266
 AA2266                         *CURRENT SURVEY CONTROL
 AA2266  ___________________________________________________________________
 AA2266* NAD 83(1992)-  30 52 05.45364(N)    088 17 48.40391(W)     ADJUSTED  
 AA2266* NAVD 88     -        83.0    (meters)     272.     (feet)  VERTCON   
 AA2266  ___________________________________________________________________
 AA2266  X           -     162,865.604 (meters)                     COMP
 AA2266  Y           -  -5,477,129.591 (meters)                     COMP
 AA2266  Z           -   3,253,385.748 (meters)                     COMP
 AA2266  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AA2266  ELLIP HEIGHT-          54.46  (meters)          (07/29/02) GPS OBS
 AA2266  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AA2266
 AA2266  HORZ ORDER  -  FIRST
 AA2266  ELLP ORDER  -  FOURTH    CLASS I
 AA2266
 AA2266.The horizontal coordinates were established by GPS observations
 AA2266.and adjusted by the National Geodetic Survey in December 1994..
 AA2266
 AA2266.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2266.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2266
 AA2266.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2266
 AA2266.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2266
 AA2266.The ellipsoidal height was determined by GPS observations
 AA2266.and is referenced to NAD 83.
 AA2266
 AA2266.The geoid height was determined by GEOID03.
 AA2266
 AA2266;                    North         East     Units Scale Factor Converg.
 AA2266;SPC AL W     -    96,511.856   523,803.657   MT  1.00000493   -0 24 31.7
 AA2266;UTM  16      - 3,415,713.170   376,026.615   MT  0.99978959   -0 39 55.5
 AA2266
 AA2266!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2266!SPC AL W     -   0.99999145  x   1.00000493  =   0.99999638
 AA2266!UTM  16      -   0.99999145  x   0.99978959  =   0.99978104
 AA2266
 AA2266                          SUPERSEDED SURVEY CONTROL
 AA2266
 AA2266  ELLIP H (12/16/94)   54.51   (m)                       GP(       ) 3 2
 AA2266  NGVD 29 (12/16/94)   83.0    (m)          272.     (f) GPS OBS        
 AA2266
 AA2266.Superseded values are not recommended for survey control.
 AA2266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2266.See file dsdata.txt to determine how the superseded data were derived.
 AA2266
 AA2266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7602715713(NAD 83)
 AA2266_MARKER: DD = SURVEY DISK
 AA2266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2266_SP_SET: CONCRETE POST
 AA2266_STAMPING: 49-38 1993
 AA2266_MARK LOGO: ALHD  
 AA2266_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2266+STABILITY: SURFACE MOTION
 AA2266_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2266+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2266
 AA2266  HISTORY     - Date     Condition        Report By
 AA2266  HISTORY     - 1993     MONUMENTED       ALHD
 AA2266
 AA2266                          STATION DESCRIPTION
 AA2266
 AA2266'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2266'THE STATION IS LOCATED IN MOBILE COUNTY ON THE WEST RIGHT OF WAY OF
 AA2266'MOBILE COUNTY ROAD NO. 86, ABOUT 4.85 MI (7.81 KM) NORTHEAST OF WILMER
 AA2266'AND ABOUT 6.45 MI (10.38 KM) NORTH-NORTHWEST OF SEMMES. TO REACH THE
 AA2266'STATION FROM THE I-65 OVERPASS OVER U.S. 98 (MILE POST 21.90 ON U.S.
 AA2266'98) IN MOBILE, DRIVE NORTHWEST ON U.S. 98 FOR 16.90 MI (27.20 KM) TO
 AA2266'MILE POST 5.00 AND MOBILE COUNTY ROAD NO. 63 (WILMER GEORGETOWN ROAD)
 AA2266'ON THE RIGHT IN WILMER, TURN RIGHT ON MOBILE COUNTY ROAD NO. 63 AND
 AA2266'DRIVE NORTHEAST FOR 5.60 MI (9.01 KM) TO JACK WILLIAMS ROAD (MOBILE
 AA2266'COUNTY ROAD NO. 86) ON THE RIGHT, TURN RIGHT ON JACK WILLIAMS ROAD AND
 AA2266'DRIVE SOUTHEAST FOR 0.70 MI (1.13 KM) TO THE STATION ON THE RIGHT. THE
 AA2266'STATION IS 42.2 FT (12.9 M) WEST-SOUTHWEST OF THE CENTERLINE OF JACK
 AA2266'WILLIAMS ROAD, 157.4 FT (48.0 M) NORTHWEST OF A GRAPHIC CURVE SIGN
 AA2266'ACROSS THE ROAD, 1.7 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST,
 AA2266'AND SET FLUSH WITH THE GROUND. STATION 49-37 1993 MAY BE USED AS AN
 AA2266'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2267 ***********************************************************************
 AA2267  DESIGNATION -  49 39
 AA2267  PID         -  AA2267
 AA2267  STATE/COUNTY-  AL/MOBILE
 AA2267  USGS QUAD   -  CREOLA (1985)
 AA2267
 AA2267                         *CURRENT SURVEY CONTROL
 AA2267  ___________________________________________________________________
 AA2267* NAD 83(1992)-  30 53 48.97043(N)    088 03 54.51200(W)     ADJUSTED  
 AA2267* NAVD 88     -        14.3    (meters)      47.     (feet)  VERTCON   
 AA2267  ___________________________________________________________________
 AA2267  X           -     184,950.037 (meters)                     COMP
 AA2267  Y           -  -5,474,732.135 (meters)                     COMP
 AA2267  Z           -   3,256,086.496 (meters)                     COMP
 AA2267  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 AA2267  ELLIP HEIGHT-         -14.18  (meters)          (07/29/02) GPS OBS
 AA2267  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AA2267
 AA2267  HORZ ORDER  -  FIRST
 AA2267  ELLP ORDER  -  FOURTH    CLASS I
 AA2267
 AA2267.The horizontal coordinates were established by GPS observations
 AA2267.and adjusted by the National Geodetic Survey in December 1994..
 AA2267
 AA2267.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2267.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2267
 AA2267.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2267
 AA2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2267
 AA2267.The ellipsoidal height was determined by GPS observations
 AA2267.and is referenced to NAD 83.
 AA2267
 AA2267.The geoid height was determined by GEOID03.
 AA2267
 AA2267;                    North         East     Units Scale Factor Converg.
 AA2267;SPC AL W     -    99,564.590   545,971.732   MT  0.99996933   -0 17 24.7
 AA2267;UTM  16      - 3,418,665.882   398,203.077   MT  0.99972783   -0 32 49.2
 AA2267
 AA2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2267!SPC AL W     -   1.00000223  x   0.99996933  =   0.99997156
 AA2267!UTM  16      -   1.00000223  x   0.99972783  =   0.99973006
 AA2267
 AA2267:                Primary Azimuth Mark                     Grid Az
 AA2267:SPC AL W     -  49 40                                    089 55 32.1
 AA2267:UTM  16      -  49 40                                    090 10 56.6
 AA2267
 AA2267|---------------------------------------------------------------------|
 AA2267| PID    Reference Object                     Distance      Geod. Az  |
 AA2267|                                                           dddmmss.s |
 AA2267| AA2268 49 40                               475.440 METERS 0893807.4 |
 AA2267|---------------------------------------------------------------------|
 AA2267
 AA2267                          SUPERSEDED SURVEY CONTROL
 AA2267
 AA2267  ELLIP H (12/16/94)  -14.11   (m)                       GP(       ) 3 2
 AA2267  NGVD 29 (12/16/94)   14.3    (m)           47.     (f) GPS OBS        
 AA2267
 AA2267.Superseded values are not recommended for survey control.
 AA2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2267.See file dsdata.txt to determine how the superseded data were derived.
 AA2267
 AA2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9820318666(NAD 83)
 AA2267_MARKER: DD = SURVEY DISK
 AA2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2267_SP_SET: CONCRETE POST
 AA2267_STAMPING: 49-39 1993
 AA2267_MARK LOGO: ALHD  
 AA2267_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2267+STABILITY: SURFACE MOTION
 AA2267_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2267+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2267
 AA2267  HISTORY     - Date     Condition        Report By
 AA2267  HISTORY     - 1993     MONUMENTED       ALHD
 AA2267
 AA2267                          STATION DESCRIPTION
 AA2267
 AA2267'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2267'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2267'RADCLIFF ROAD, ABOUT 1.65 MI (2.66 KM) WEST-SOUTHWEST OF CREOLA AND
 AA2267'ABOUT 2.75 MI (4.43 KM) NORTH-NORTHWEST OF SATSUMA. TO REACH THE
 AA2267'STATION FROM EXIT 19 ON I-65 (MILE POST 14.10 ON U.S. 43) , DRIVE
 AA2267'NORTH ON U.S. 43 FOR 1.45 MI (2.33 KM) TO MILE POST 15.55 AND RADCLIFF
 AA2267'ROAD ON THE LEFT, TURN LEFT ON RADCLIFF ROAD AND DRIVE WEST FOR 1.65
 AA2267'MI (2.66 KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED
 AA2267'ACROSS THE ROAD FROM THE EAST DRIVEWAY INTO GREIF BROS. COMPANY, 39.3
 AA2267'FT (12.0 M) NORTH OF THE CENTERLINE OF RADCLIFF ROAD, 45.2 FT (13.8 M)
 AA2267'SOUTHEAST OF THE SOUTHEAST CORNER OF A FOUR-INCH PIPE BARRIER AROUND A
 AA2267'PIPELINE VALVE, 51.7 FT (15.8 M) SOUTHEAST OF THE NORTHEAST CORNER OF
 AA2267'A FOUR-INCH PIPE BARRIER AROUND A PIPELINE VALVE, 77.5 FT (23.6 M)
 AA2267'NORTH-NORTHWEST OF POWER AND CABLE POLE NO. 35 ACROSS THE ROAD, 95.1
 AA2267'FT (29.0 M) NORTH-NORTHEAST OF POWER AND CABLE POLE NO. 35 1/2 ACROSS
 AA2267'THE ROAD, 1.5 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA2267'FLUSH WITH THE GROUND. STATION 49-40 1993 MAY BE USED AS AN AZIMUTH
 AA2267'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3155 ***********************************************************************
 BH3155  DESIGNATION -  49 4
 BH3155  PID         -  BH3155
 BH3155  STATE/COUNTY-  AL/MOBILE
 BH3155  USGS QUAD   -  CHUNCHULA (1985)
 BH3155
 BH3155                         *CURRENT SURVEY CONTROL
 BH3155  ___________________________________________________________________
 BH3155* NAD 83(1992)-  30 53 43.59310(N)    088 12 07.56061(W)     ADJUSTED  
 BH3155* NAVD 88     -        34.1    (meters)     112.     (feet)  VERTCON   
 BH3155  ___________________________________________________________________
 BH3155  X           -     171,866.101 (meters)                     COMP
 BH3155  Y           -  -5,475,260.524 (meters)                     COMP
 BH3155  Z           -   3,255,954.534 (meters)                     COMP
 BH3155  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 BH3155  ELLIP HEIGHT-           5.57  (meters)          (07/29/02) GPS OBS
 BH3155  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH3155
 BH3155  HORZ ORDER  -  FIRST
 BH3155  ELLP ORDER  -  FOURTH    CLASS I
 BH3155
 BH3155.The horizontal coordinates were established by GPS observations
 BH3155.and adjusted by the National Geodetic Survey in December 1992..
 BH3155
 BH3155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3155
 BH3155.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3155
 BH3155.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3155
 BH3155.The ellipsoidal height was determined by GPS observations
 BH3155.and is referenced to NAD 83.
 BH3155
 BH3155.The geoid height was determined by GEOID03.
 BH3155
 BH3155;                    North         East     Units Scale Factor Converg.
 BH3155;SPC AL W     -    99,473.349   532,877.066   MT  0.99998889   -0 21 37.9
 BH3155;UTM  16      - 3,418,633.337   385,111.195   MT  0.99976282   -0 37 02.3
 BH3155
 BH3155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3155!SPC AL W     -   0.99999913  x   0.99998889  =   0.99998802
 BH3155!UTM  16      -   0.99999913  x   0.99976282  =   0.99976195
 BH3155
 BH3155:                Primary Azimuth Mark                     Grid Az
 BH3155:SPC AL W     -  49 3                                     235 04 54.0
 BH3155:UTM  16      -  49 3                                     235 20 18.4
 BH3155
 BH3155|---------------------------------------------------------------------|
 BH3155| PID    Reference Object                     Distance      Geod. Az  |
 BH3155|                                                           dddmmss.s |
 BH3155| BH3154 49 3                                APPROX. 0.5 KM 2344316.1 |
 BH3155|---------------------------------------------------------------------|
 BH3155
 BH3155                          SUPERSEDED SURVEY CONTROL
 BH3155
 BH3155  ELLIP H (12/04/92)    5.61   (m)                       GP(       ) 4 1
 BH3155  NAD 83(1986)-  30 53 43.61150(N)    088 12 07.56391(W) AD(       ) 1
 BH3155  NGVD 29 (12/04/92)   34.0    (m)          112.     (f) GPS OBS        
 BH3155
 BH3155.Superseded values are not recommended for survey control.
 BH3155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3155.See file dsdata.txt to determine how the superseded data were derived.
 BH3155
 BH3155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8511118633(NAD 83)
 BH3155_MARKER: DD = SURVEY DISK
 BH3155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3155_SP_SET: CONCRETE POST
 BH3155_STAMPING: 49-4 1991
 BH3155_MARK LOGO: ALHD  
 BH3155_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3155+STABILITY: SURFACE MOTION
 BH3155_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3155+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BH3155
 BH3155  HISTORY     - Date     Condition        Report By
 BH3155  HISTORY     - 1991     MONUMENTED       ALHD
 BH3155
 BH3155                          STATION DESCRIPTION
 BH3155
 BH3155'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3155'THE STATION IS LOCATED IN MOBILE COUNTY ON A HIGH VOLTAGE POWER LINE
 BH3155'RIGHT OF WAY, ABOUT 9.75 MI (15.69 KM) WEST OF CREOLA AND ABOUT 10.60
 BH3155'MI (17.06 KM) EAST-NORTHEAST OF WILMER.
 BH3155'TO REACH THE STATION FROM EXIT 8 ON I-65 (MILE POST 5.20 ON U.S. 45
 BH3155'AND ALA 17) IN PRICHARD, DRIVE NORTH ON U.S. 45 AND ALA 17 FOR 12.85
 BH3155'MI (20.68 KM) TO MILE POST 18.05, A HIGH VOLTAGE POWER LINE CROSSING,
 BH3155'AND THE STATION ON THE LEFT.
 BH3155'THE STATION IS 24.2 FT (7.4 M) NORTH-NORTHWEST OF THE CENTER CABLE OF
 BH3155'THE HIGH VOLTAGE POWER LINE, 197.4 FT (60.2 M) WEST-SOUTHWEST OF THE
 BH3155'CENTERLINE OF U.S. 45 AND ALA 17, 1.9 FT (0.6 M) EAST-NORTHEAST OF A
 BH3155'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BH3155'STATION 49-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2268 ***********************************************************************
 AA2268  DESIGNATION -  49 40
 AA2268  PID         -  AA2268
 AA2268  STATE/COUNTY-  AL/MOBILE
 AA2268  USGS QUAD   -  CREOLA (1985)
 AA2268
 AA2268                         *CURRENT SURVEY CONTROL
 AA2268  ___________________________________________________________________
 AA2268* NAD 83(1992)-  30 53 49.06833(N)    088 03 36.61002(W)     ADJUSTED  
 AA2268* NAVD 88     -        12.7    (meters)      42.     (feet)  VERTCON   
 AA2268  ___________________________________________________________________
 AA2268  X           -     185,425.095 (meters)                     COMP
 AA2268  Y           -  -5,474,713.108 (meters)                     COMP
 AA2268  Z           -   3,256,088.241 (meters)                     COMP
 AA2268  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA2268  ELLIP HEIGHT-         -15.82  (meters)          (07/29/02) GPS OBS
 AA2268  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AA2268
 AA2268  HORZ ORDER  -  FIRST
 AA2268  ELLP ORDER  -  FOURTH    CLASS I
 AA2268
 AA2268.The horizontal coordinates were established by GPS observations
 AA2268.and adjusted by the National Geodetic Survey in December 1994..
 AA2268
 AA2268.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2268.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2268
 AA2268.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2268
 AA2268.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2268
 AA2268.The ellipsoidal height was determined by GPS observations
 AA2268.and is referenced to NAD 83.
 AA2268
 AA2268.The geoid height was determined by GEOID03.
 AA2268
 AA2268;                    North         East     Units Scale Factor Converg.
 AA2268;SPC AL W     -    99,565.207   546,447.158   MT  0.99996870   -0 17 15.5
 AA2268;UTM  16      - 3,418,664.369   398,678.386   MT  0.99972663   -0 32 40.0
 AA2268
 AA2268!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2268!SPC AL W     -   1.00000248  x   0.99996870  =   0.99997118
 AA2268!UTM  16      -   1.00000248  x   0.99972663  =   0.99972911
 AA2268
 AA2268:                Primary Azimuth Mark                     Grid Az
 AA2268:SPC AL W     -  49 39                                    269 55 32.1
 AA2268:UTM  16      -  49 39                                    270 10 56.6
 AA2268
 AA2268|---------------------------------------------------------------------|
 AA2268| PID    Reference Object                     Distance      Geod. Az  |
 AA2268|                                                           dddmmss.s |
 AA2268| AA2267 49 39                               475.440 METERS 2693816.6 |
 AA2268|---------------------------------------------------------------------|
 AA2268
 AA2268                          SUPERSEDED SURVEY CONTROL
 AA2268
 AA2268  ELLIP H (12/16/94)  -15.75   (m)                       GP(       ) 3 2
 AA2268  NGVD 29 (12/16/94)   12.7    (m)           42.     (f) GPS OBS        
 AA2268
 AA2268.Superseded values are not recommended for survey control.
 AA2268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2268.See file dsdata.txt to determine how the superseded data were derived.
 AA2268
 AA2268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9867818664(NAD 83)
 AA2268_MARKER: DD = SURVEY DISK
 AA2268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2268_SP_SET: CONCRETE POST
 AA2268_STAMPING: 49-40 1993
 AA2268_MARK LOGO: ALHD  
 AA2268_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2268+STABILITY: SURFACE MOTION
 AA2268_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2268+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 AA2268
 AA2268  HISTORY     - Date     Condition        Report By
 AA2268  HISTORY     - 1993     MONUMENTED       ALHD
 AA2268  HISTORY     - 20050212 GOOD             USPSQD
 AA2268
 AA2268                          STATION DESCRIPTION
 AA2268
 AA2268'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2268'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2268'RADCLIFF ROAD, ABOUT 1.30 MI (2.09 KM) WEST-SOUTHWEST OF CREOLA AND
 AA2268'ABOUT 2.70 MI (4.35 KM) NORTH-NORTHWEST OF SATSUMA. TO REACH THE
 AA2268'STATION FROM EXIT 19 ON I-65 (MILE POST 14.10 ON U.S. 43) , DRIVE
 AA2268'NORTH ON U.S. 43 FOR 1.45 MI (2.33 KM) TO MILE POST 15.55 AND RADCLIFF
 AA2268'ROAD ON THE LEFT, TURN LEFT ON RADCLIFF ROAD AND DRIVE WEST FOR 1.30
 AA2268'MI (2.09 KM) TO THE STATION ON THE RIGHT. THE STATION IS 45.8 FT (14.0
 AA2268'M) NORTH OF THE CENTERLINE OF RADCLIFF ROAD, 68.0 FT (20.7 M) EAST OF
 AA2268'THE EAST END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A GRAVEL ROAD,
 AA2268'76.5 FT (23.3 M) EAST-SOUTHEAST OF A RED PIPELINE VENT PIPE, 88.0 FT
 AA2268'(26.8 M) NORTH-NORTHEAST OF POWER AND CABLE POLE NO. 2P ACROSS THE
 AA2268'ROAD, 98.0 FT (29.9 M) EAST OF THE CENTER OF A GRAVEL OIL FIELD ROAD,
 AA2268'103.0 FT (31.4 M) EAST-SOUTHEAST OF THE EAST POST OF A DOUBLE RED PIPE
 AA2268'GATE, 1.6 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2268'WITH THE GROUND. STATION 49-39 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2268'STATION.
 AA2268
 AA2268                          STATION RECOVERY (2005)
 AA2268
 AA2268'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAB)
 AA2268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2269 ***********************************************************************
 AA2269  DESIGNATION -  49 41
 AA2269  PID         -  AA2269
 AA2269  STATE/COUNTY-  AL/MOBILE
 AA2269  USGS QUAD   -  EARLVILLE (1985)
 AA2269
 AA2269                         *CURRENT SURVEY CONTROL
 AA2269  ___________________________________________________________________
 AA2269* NAD 83(1992)-  30 58 08.55812(N)    088 22 45.59247(W)     ADJUSTED  
 AA2269* NAVD 88     -        49.5    (meters)     162.     (feet)  VERTCON   
 AA2269  ___________________________________________________________________
 AA2269  X           -     154,810.619 (meters)                     COMP
 AA2269  Y           -  -5,471,586.533 (meters)                     COMP
 AA2269  Z           -   3,262,962.070 (meters)                     COMP
 AA2269  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AA2269  ELLIP HEIGHT-          21.17  (meters)          (07/29/02) GPS OBS
 AA2269  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AA2269
 AA2269  HORZ ORDER  -  FIRST
 AA2269  ELLP ORDER  -  FOURTH    CLASS I
 AA2269
 AA2269.The horizontal coordinates were established by GPS observations
 AA2269.and adjusted by the National Geodetic Survey in December 1994..
 AA2269
 AA2269.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2269.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2269
 AA2269.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2269
 AA2269.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2269
 AA2269.The ellipsoidal height was determined by GPS observations
 AA2269.and is referenced to NAD 83.
 AA2269
 AA2269.The geoid height was determined by GEOID03.
 AA2269
 AA2269;                    North         East     Units Scale Factor Converg.
 AA2269;SPC AL W     -   107,753.403   515,997.039   MT  1.00002035   -0 27 09.0
 AA2269;UTM  16      - 3,426,987.239   368,272.131   MT  0.99981404   -0 42 35.5
 AA2269
 AA2269!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2269!SPC AL W     -   0.99999668  x   1.00002035  =   1.00001703
 AA2269!UTM  16      -   0.99999668  x   0.99981404  =   0.99981072
 AA2269
 AA2269|---------------------------------------------------------------------|
 AA2269| PID    Reference Object                     Distance      Geod. Az  |
 AA2269|                                                           dddmmss.s |
 AA2269| AA2270 49 42                               375.624 METERS 31018     |
 AA2269|---------------------------------------------------------------------|
 AA2269
 AA2269                          SUPERSEDED SURVEY CONTROL
 AA2269
 AA2269  ELLIP H (12/16/94)   21.21   (m)                       GP(       ) 3 2
 AA2269  NGVD 29 (12/16/94)   49.5    (m)          162.     (f) GPS OBS        
 AA2269
 AA2269.Superseded values are not recommended for survey control.
 AA2269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2269.See file dsdata.txt to determine how the superseded data were derived.
 AA2269
 AA2269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6827226987(NAD 83)
 AA2269_MARKER: DD = SURVEY DISK
 AA2269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2269_SP_SET: CONCRETE POST
 AA2269_STAMPING: 49-41 1993
 AA2269_MARK LOGO: ALHD  
 AA2269_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2269+STABILITY: SURFACE MOTION
 AA2269_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2269+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2269
 AA2269  HISTORY     - Date     Condition        Report By
 AA2269  HISTORY     - 1993     MONUMENTED       ALHD
 AA2269
 AA2269                          STATION DESCRIPTION
 AA2269
 AA2269'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2269'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2269'OF A COUNTY GRAVEL ROAD, ABOUT 9.90 MI (15.93 KM) NORTH-NORTHWEST OF
 AA2269'WILMER AND ABOUT 11.75 SOUTHWEST OF CITRONELLE. TO REACH THE STATION
 AA2269'FROM EXIT 8 ON I-65 (MILE POST 5.25 ON U.S. 45)IN PRICHARD, DRIVE
 AA2269'NORTHWEST ON U.S. 45 FOR 2.15 MI (3.46 KM) TO MILE POST 7.40 AND ALA
 AA2269'217 ON THE LEFT, TURN LEFT ON ALA 217 AND DRIVE NORTHWEST FOR 15.90 MI
 AA2269'(25.59 KM) TO MILE POST 15.90 AND MOBILE COUNTY ROAD NO. 63 (WILMER
 AA2269'GEORGETOWN ROAD) ON THE LEFT, TURN LEFT ON MOBILE COUNTY ROAD NO. 63
 AA2269'AND DRIVE WEST FOR 0.20 MI (0.32 KM) TO MASON FERRY ROAD (MOBILE
 AA2269'COUNTY ROAD NO. 88) ON THE RIGHT, TURN RIGHT ON MASON FERRY ROAD AND
 AA2269'DRIVE NORTHWEST FOR 2.10 MI (3.38 KM) TO THE END OF PAVEMENT, CONTINUE
 AA2269'NORTHWEST ON A COUNTY GRAVEL ROAD FOR 6.25 MI (10.06 KM) TO THE
 AA2269'STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) SOUTHWEST OF A
 AA2269'THREE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 19.5 FT (5.9 M)
 AA2269'NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 51.7 FT (15.8 M) NORTHWEST
 AA2269'OF AN EIGHT-INCH POST IN THE FENCE LINE, 100.0 FT (30.5 M)
 AA2269'WEST-SOUTHWEST OF AN ANGLE POWER POLE IN A PASTURE WITH FOUR GUY
 AA2269'WIRES, 153.7 FT (46.8 M) SOUTHEAST OF A BRACED EIGHT-INCH POST IN THE
 AA2269'FENCE LINE, 2.8 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 AA2269'SET FLUSH WITH THE GROUND. STATION 49-42 1993 MAY BE USED AS AN
 AA2269'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2270 ***********************************************************************
 AA2270  DESIGNATION -  49 42
 AA2270  PID         -  AA2270
 AA2270  STATE/COUNTY-  AL/MOBILE
 AA2270  USGS QUAD   -  EARLVILLE (1985)
 AA2270
 AA2270                         *CURRENT SURVEY CONTROL
 AA2270  ___________________________________________________________________
 AA2270* NAD 83(1992)-  30 58 16.44600(N)    088 22 56.38861(W)     ADJUSTED  
 AA2270* NAVD 88     -        53.6    (meters)     176.     (feet)  VERTCON   
 AA2270  ___________________________________________________________________
 AA2270  X           -     154,520.799 (meters)                     COMP
 AA2270  Y           -  -5,471,473.161 (meters)                     COMP
 AA2270  Z           -   3,263,172.455 (meters)                     COMP
 AA2270  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AA2270  ELLIP HEIGHT-          25.24  (meters)          (07/29/02) GPS OBS
 AA2270  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AA2270
 AA2270  HORZ ORDER  -  FIRST
 AA2270  ELLP ORDER  -  FOURTH    CLASS I
 AA2270
 AA2270.The horizontal coordinates were established by GPS observations
 AA2270.and adjusted by the National Geodetic Survey in December 1994..
 AA2270
 AA2270.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2270.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2270
 AA2270.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2270
 AA2270.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2270
 AA2270.The ellipsoidal height was determined by GPS observations
 AA2270.and is referenced to NAD 83.
 AA2270
 AA2270.The geoid height was determined by GEOID03.
 AA2270
 AA2270;                    North         East     Units Scale Factor Converg.
 AA2270;SPC AL W     -   107,998.589   515,712.465   MT  1.00002094   -0 27 14.7
 AA2270;UTM  16      - 3,427,233.651   367,988.719   MT  0.99981497   -0 42 41.3
 AA2270
 AA2270!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2270!SPC AL W     -   0.99999604  x   1.00002094  =   1.00001698
 AA2270!UTM  16      -   0.99999604  x   0.99981497  =   0.99981101
 AA2270
 AA2270|---------------------------------------------------------------------|
 AA2270| PID    Reference Object                     Distance      Geod. Az  |
 AA2270|                                                           dddmmss.s |
 AA2270| AA2269 49 41                               375.624 METERS 13018     |
 AA2270|---------------------------------------------------------------------|
 AA2270
 AA2270                          SUPERSEDED SURVEY CONTROL
 AA2270
 AA2270  ELLIP H (12/16/94)   25.28   (m)                       GP(       ) 3 2
 AA2270  NGVD 29 (12/16/94)   53.6    (m)          176.     (f) GPS OBS        
 AA2270
 AA2270.Superseded values are not recommended for survey control.
 AA2270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2270.See file dsdata.txt to determine how the superseded data were derived.
 AA2270
 AA2270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6798927234(NAD 83)
 AA2270_MARKER: DD = SURVEY DISK
 AA2270_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2270_SP_SET: CONCRETE POST
 AA2270_STAMPING: 49-42 1993
 AA2270_MARK LOGO: ALHD  
 AA2270_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2270_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2270+STABILITY: SURFACE MOTION
 AA2270_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2270+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA2270
 AA2270  HISTORY     - Date     Condition        Report By
 AA2270  HISTORY     - 1993     MONUMENTED       ALHD
 AA2270  HISTORY     - 20040901 GOOD             JCLS
 AA2270
 AA2270                          STATION DESCRIPTION
 AA2270
 AA2270'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2270'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA2270'COUNTY GRAVEL ROAD, ABOUT 10.10 MI (16.25 KM) NORTH-NORTHWEST OF
 AA2270'WILMER AND ABOUT 11.75 SOUTHWEST OF CITRONELLE. TO REACH THE STATION
 AA2270'FROM EXIT 8 ON I-65 (MILE POST 5.25 ON U.S. 45)IN PRICHARD, DRIVE
 AA2270'NORTHWEST ON U.S. 45 FOR 2.15 MI (3.46 KM) TO MILE POST 7.40 AND ALA
 AA2270'217 ON THE LEFT, TURN LEFT ON ALA 217 AND DRIVE NORTHWEST FOR 15.90 MI
 AA2270'(25.59 KM) TO MILE POST 15.90 AND MOBILE COUNTY ROAD NO. 63 (WILMER
 AA2270'GEORGETOWN ROAD) ON THE LEFT, TURN LEFT ON MOBILE COUNTY ROAD NO. 63
 AA2270'AND DRIVE WEST FOR 0.20 MI (0.32 KM) TO MASON FERRY ROAD (MOBILE
 AA2270'COUNTY ROAD NO. 88) ON THE RIGHT, TURN RIGHT ON MASON FERRY ROAD AND
 AA2270'DRIVE NORTHWEST FOR 2.10 MI (3.38 KM) TO THE END OF PAVEMENT, CONTINUE
 AA2270'NORTHWEST ON A COUNTY GRAVEL ROAD FOR 6.50 MI (10.46 KM) TO THE
 AA2270'STATION ON THE RIGHT. THE STATION IS 5.1 FT (1.6 M) SOUTH-SOUTHWEST OF
 AA2270'A HOG WIRE AND BARBED WIRE FENCE ON WOOD AND STEEL POSTS, 19.5 FT (5.9
 AA2270'M) NORTH-NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 97.3 FT (29.7 M)
 AA2270'EAST OF A TEN-INCH WOOD POST IN THE FENCE LINE ACROSS THE ROAD, 138.3
 AA2270'FT (42.2 M) WEST-NORTHWEST OF A CROSS TIE POST IN THE FENCE LINE,
 AA2270'160.5 FT (48.9 M) EAST-SOUTHEAST OF A POWER POLE ON TOP OF A HILL,
 AA2270'205.0 FT (62.5 M) NORTHWEST OF THE NORTH POST OF A GAP IN THE FENCE
 AA2270'ACROSS THE ROAD, 228.0 FT (69.5 M) WEST-NORTHWEST OF THE SOUTHWEST
 AA2270'CORNER OF THE FENCE, 5.6 FT (1.7 M) SOUTHWEST OF A CARSONITE WITNESS
 AA2270'POST, AND SET FLUSH WITH THE GROUND. STATION 49-41 1993 MAY BE USED AS
 AA2270'AN AZIMUTH FOR THIS STATION.
 AA2270
 AA2270                          STATION RECOVERY (2004)
 AA2270
 AA2270'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA2270'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2271 ***********************************************************************
 AA2271  DESIGNATION -  49 43
 AA2271  PID         -  AA2271
 AA2271  STATE/COUNTY-  AL/MOBILE
 AA2271  USGS QUAD   -  GEORGETOWN (1985)
 AA2271
 AA2271                         *CURRENT SURVEY CONTROL
 AA2271  ___________________________________________________________________
 AA2271* NAD 83(1992)-  30 59 43.84272(N)    088 17 25.31817(W)     ADJUSTED  
 AA2271* NAVD 88     -        84.6    (meters)     278.     (feet)  GPS OBS   
 AA2271  ___________________________________________________________________
 AA2271  X           -     163,262.175 (meters)                     COMP
 AA2271  Y           -  -5,469,859.692 (meters)                     COMP
 AA2271  Z           -   3,265,495.950 (meters)                     COMP
 AA2271  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AA2271  ELLIP HEIGHT-          56.25  (meters)          (08/29/05) GPS OBS
 AA2271  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AA2271
 AA2271  HORZ ORDER  -  A
 AA2271  ELLP ORDER  -  FOURTH    CLASS I
 AA2271
 AA2271.The horizontal coordinates were established by GPS observations
 AA2271.and adjusted by the National Geodetic Survey in August 2005..
 AA2271
 AA2271.The orthometric height was determined by GPS observations and a
 AA2271.high-resolution geoid model.
 AA2271
 AA2271.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2271
 AA2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2271
 AA2271.The ellipsoidal height was determined by GPS observations
 AA2271.and is referenced to NAD 83.
 AA2271
 AA2271.The geoid height was determined by GEOID03.
 AA2271
 AA2271;                    North         East     Units Scale Factor Converg.
 AA2271;SPC AL W     -   110,624.088   524,517.028   MT  1.00000359   -0 24 25.3
 AA2271;UTM  16      - 3,429,819.013   376,803.129   MT  0.99978722   -0 39 52.5
 AA2271
 AA2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2271!SPC AL W     -   0.99999117  x   1.00000359  =   0.99999476
 AA2271!UTM  16      -   0.99999117  x   0.99978722  =   0.99977839
 AA2271
 AA2271|---------------------------------------------------------------------|
 AA2271| PID    Reference Object                     Distance      Geod. Az  |
 AA2271|                                                           dddmmss.s |
 AA2271| AA2272 49 44                               393.248 METERS 09713     |
 AA2271|---------------------------------------------------------------------|
 AA2271
 AA2271                          SUPERSEDED SURVEY CONTROL
 AA2271
 AA2271  ELLIP H (07/29/02)   56.26   (m)                       GP(       ) 4 1
 AA2271  NAD 83(1992)-  30 59 43.84173(N)    088 17 25.31563(W) AD(       ) 1
 AA2271  ELLIP H (12/16/94)   56.29   (m)                       GP(       ) 3 2
 AA2271  NGVD 29 (12/16/94)   84.5    (m)          277.     (f) GPS OBS        
 AA2271
 AA2271.Superseded values are not recommended for survey control.
 AA2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2271.See file dsdata.txt to determine how the superseded data were derived.
 AA2271
 AA2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7680329819(NAD 83)
 AA2271_MARKER: DD = SURVEY DISK
 AA2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2271_SP_SET: CONCRETE POST
 AA2271_STAMPING: 49-43 1993
 AA2271_MARK LOGO: ALHD  
 AA2271_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2271+STABILITY: SURFACE MOTION
 AA2271_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2271+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 AA2271
 AA2271  HISTORY     - Date     Condition        Report By
 AA2271  HISTORY     - 1993     MONUMENTED       ALHD
 AA2271  HISTORY     - 20040412 GOOD             ALHD
 AA2271  HISTORY     - 20040622 GOOD             LOCSUR
 AA2271
 AA2271                          STATION DESCRIPTION
 AA2271
 AA2271'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2271'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2271'MOBILE COUNTY ROAD NO. 92, ABOUT 7.20 MI (11.59 KM) SOUTH-SOUTHWEST OF
 AA2271'CITRONELLE AND ABOUT 12.50 MI (20.12 KM) NORTH-NORTHEAST OF WILMER. TO
 AA2271'REACH THE STATION FROM EXIT 8 ON I-65 (MILE POST 5.25 ON U.S. 45)IN
 AA2271'PRICHARD, DRIVE NORTHWEST ON U.S. 45 FOR 20.70 MI (33.31 KM) TO MILE
 AA2271'POST 25.95 AND MOBILE COUNTY ROAD NO. 92 ON THE LEFT, TURN LEFT ON
 AA2271'MOBILE COUNTY ROAD NO. 92 AND DRIVE WEST FOR 3.40 MI (5.47 KM) TO THE
 AA2271'STATION ON THE RIGHT. THE STATION IS 2.9 FT (0.9 M) SOUTH OF A FOUR
 AA2271'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 29.0 FT (8.8 M) NORTH
 AA2271'OF THE CENTERLINE OF MOBILE COUNTY ROAD NO. 92, 118.6 FT (36.1 M)
 AA2271'EAST-NORTHEAST OF A BLUE MC 10500 SIGN, 156.4 FT (47.7 M) WEST OF A
 AA2271'TWELVE-INCH WOOD POST IN THE FENCE LINE, 2.9 FT (0.9 M) SOUTH OF A
 AA2271'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 49-44
 AA2271'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2271
 AA2271                          STATION RECOVERY (2004)
 AA2271
 AA2271'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA2271'RECOVERED IN GOOD CONDITION.
 AA2271
 AA2271                          STATION RECOVERY (2004)
 AA2271
 AA2271'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (GAS)
 AA2271'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2272 ***********************************************************************
 AA2272  DESIGNATION -  49 44
 AA2272  PID         -  AA2272
 AA2272  STATE/COUNTY-  AL/MOBILE
 AA2272  USGS QUAD   -  GEORGETOWN (1985)
 AA2272
 AA2272                         *CURRENT SURVEY CONTROL
 AA2272  ___________________________________________________________________
 AA2272* NAD 83(1992)-  30 59 42.23853(N)    088 17 10.61298(W)     ADJUSTED  
 AA2272* NAVD 88     -        88.3    (meters)     290.     (feet)  VERTCON   
 AA2272  ___________________________________________________________________
 AA2272  X           -     163,652.993 (meters)                     COMP
 AA2272  Y           -  -5,469,876.666 (meters)                     COMP
 AA2272  Z           -   3,265,455.521 (meters)                     COMP
 AA2272  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA2272  ELLIP HEIGHT-          59.98  (meters)          (07/29/02) GPS OBS
 AA2272  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AA2272
 AA2272  HORZ ORDER  -  FIRST
 AA2272  ELLP ORDER  -  FOURTH    CLASS I
 AA2272
 AA2272.The horizontal coordinates were established by GPS observations
 AA2272.and adjusted by the National Geodetic Survey in December 1994..
 AA2272
 AA2272.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2272.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2272
 AA2272.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2272
 AA2272.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2272
 AA2272.The ellipsoidal height was determined by GPS observations
 AA2272.and is referenced to NAD 83.
 AA2272
 AA2272.The geoid height was determined by GEOID03.
 AA2272
 AA2272;                    North         East     Units Scale Factor Converg.
 AA2272;SPC AL W     -   110,571.921   524,906.802   MT  1.00000287   -0 24 17.7
 AA2272;UTM  16      - 3,429,765.106   377,192.580   MT  0.99978603   -0 39 44.9
 AA2272
 AA2272!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2272!SPC AL W     -   0.99999058  x   1.00000287  =   0.99999345
 AA2272!UTM  16      -   0.99999058  x   0.99978603  =   0.99977661
 AA2272
 AA2272|---------------------------------------------------------------------|
 AA2272| PID    Reference Object                     Distance      Geod. Az  |
 AA2272|                                                           dddmmss.s |
 AA2272| AA2271 49 43                               393.248 METERS 27713     |
 AA2272|---------------------------------------------------------------------|
 AA2272
 AA2272                          SUPERSEDED SURVEY CONTROL
 AA2272
 AA2272  ELLIP H (12/16/94)   60.01   (m)                       GP(       ) 3 2
 AA2272  NGVD 29 (12/16/94)   88.3    (m)          290.     (f) GPS OBS        
 AA2272
 AA2272.Superseded values are not recommended for survey control.
 AA2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2272.See file dsdata.txt to determine how the superseded data were derived.
 AA2272
 AA2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7719329765(NAD 83)
 AA2272_MARKER: DD = SURVEY DISK
 AA2272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2272_SP_SET: CONCRETE POST
 AA2272_STAMPING: 49-44 1993
 AA2272_MARK LOGO: ALHD  
 AA2272_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2272+STABILITY: SURFACE MOTION
 AA2272_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2272+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2272
 AA2272  HISTORY     - Date     Condition        Report By
 AA2272  HISTORY     - 1993     MONUMENTED       ALHD
 AA2272
 AA2272                          STATION DESCRIPTION
 AA2272
 AA2272'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2272'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2272'MOBILE COUNTY ROAD NO. 92, ABOUT 7.15 MI (11.51 KM) SOUTH-SOUTHWEST OF
 AA2272'CITRONELLE AND ABOUT 12.50 MI (20.12 KM) NORTH-NORTHEAST OF WILMER. TO
 AA2272'REACH THE STATION FROM EXIT 8 ON I-65 (MILE POST 5.25 ON U.S. 45)IN
 AA2272'PRICHARD, DRIVE NORTHWEST ON U.S. 45 FOR 20.70 MI (33.31 KM) TO MILE
 AA2272'POST 25.95 AND MOBILE COUNTY ROAD NO. 92 ON THE LEFT, TURN LEFT ON
 AA2272'MOBILE COUNTY ROAD NO. 92 AND DRIVE WEST FOR 3.15 MI (5.07 KM) TO THE
 AA2272'STATION ON THE LEFT. THE STATION IS LOCATED ACROSS THE ROAD FROM A
 AA2272'SMALL WHITE FRAME HOUSE, 31.7 FT (9.7 M) SOUTH OF THE CENTERLINE OF
 AA2272'MOBILE COUNTY ROAD NO. 92, 68.0 FT (20.7 M) EAST OF TRANSFORMER POWER
 AA2272'POLE NO. 7, 1.7 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA2272'FLUSH WITH THE GROUND. STATION 49-43 1993 MAY BE USED AS AN AZIMUTH
 AA2272'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2273 ***********************************************************************
 AA2273  DESIGNATION -  49 45
 AA2273  PID         -  AA2273
 AA2273  STATE/COUNTY-  AL/MOBILE
 AA2273  USGS QUAD   -  CITRONELLE EAST (1982)
 AA2273
 AA2273                         *CURRENT SURVEY CONTROL
 AA2273  ___________________________________________________________________
 AA2273* NAD 83(1992)-  31 00 35.63973(N)    088 08 57.77715(W)     ADJUSTED  
 AA2273* NAVD 88     -        69.5    (meters)     228.     (feet)  VERTCON   
 AA2273  ___________________________________________________________________
 AA2273  X           -     176,694.008 (meters)                     COMP
 AA2273  Y           -  -5,468,607.292 (meters)                     COMP
 AA2273  Z           -   3,266,855.526 (meters)                     COMP
 AA2273  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA2273  ELLIP HEIGHT-          41.21  (meters)          (07/29/02) GPS OBS
 AA2273  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AA2273
 AA2273  HORZ ORDER  -  FIRST
 AA2273  ELLP ORDER  -  FOURTH    CLASS I
 AA2273
 AA2273.The horizontal coordinates were established by GPS observations
 AA2273.and adjusted by the National Geodetic Survey in December 1994..
 AA2273
 AA2273.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2273.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2273
 AA2273.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2273
 AA2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2273
 AA2273.The ellipsoidal height was determined by GPS observations
 AA2273.and is referenced to NAD 83.
 AA2273
 AA2273.The geoid height was determined by GEOID03.
 AA2273
 AA2273;                    North         East     Units Scale Factor Converg.
 AA2273;SPC AL W     -   112,132.103   537,991.114   MT  0.99998075   -0 20 04.4
 AA2273;UTM  16      - 3,431,266.110   390,280.835   MT  0.99974849   -0 35 31.9
 AA2273
 AA2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2273!SPC AL W     -   0.99999353  x   0.99998075  =   0.99997428
 AA2273!UTM  16      -   0.99999353  x   0.99974849  =   0.99974202
 AA2273
 AA2273:                Primary Azimuth Mark                     Grid Az
 AA2273:SPC AL W     -  49 46                                    089 31 22.9
 AA2273:UTM  16      -  49 46                                    089 46 50.4
 AA2273
 AA2273|---------------------------------------------------------------------|
 AA2273| PID    Reference Object                     Distance      Geod. Az  |
 AA2273|                                                           dddmmss.s |
 AA2273| AA2274 49 46                               426.176 METERS 0891118.5 |
 AA2273|---------------------------------------------------------------------|
 AA2273
 AA2273                          SUPERSEDED SURVEY CONTROL
 AA2273
 AA2273  ELLIP H (12/16/94)   41.25   (m)                       GP(       ) 3 2
 AA2273  NGVD 29 (12/16/94)   69.5    (m)          228.     (f) GPS OBS        
 AA2273
 AA2273.Superseded values are not recommended for survey control.
 AA2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2273.See file dsdata.txt to determine how the superseded data were derived.
 AA2273
 AA2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9028131266(NAD 83)
 AA2273_MARKER: DD = SURVEY DISK
 AA2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2273_SP_SET: CONCRETE POST
 AA2273_STAMPING: 49-45 1993
 AA2273_MARK LOGO: ALHD  
 AA2273_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2273+STABILITY: SURFACE MOTION
 AA2273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2273+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 AA2273
 AA2273  HISTORY     - Date     Condition        Report By
 AA2273  HISTORY     - 1993     MONUMENTED       ALHD
 AA2273  HISTORY     - 20050212 GOOD             USPSQD
 AA2273
 AA2273                          STATION DESCRIPTION
 AA2273
 AA2273'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2273'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2273'CELESTE ROAD (MOBILE COUNTY ROAD NO. 41), ABOUT 7.50 MI (12.07 KM)
 AA2273'SOUTHEAST OF CITRONELLE AND ABOUT 9.90 MI (15.93 KM) NORTHWEST OF
 AA2273'CREOLA. TO REACH THE STATION FROM EXIT 15 ON I-65, DRIVE EAST AND
 AA2273'NORTH ON CELESTE ROAD (MOBILE SOUNTY ROAD NO. 41) FOR 10.50 MI (16.90
 AA2273'KM) TO SALCO ROAD ON THE RIGHT AT A CAUTION LIGHT, CONTINUE NORTH AND
 AA2273'EAST ON CELESTE ROAD FOR 4.60 MI (7.40 KM) TO THE STATION ON THE
 AA2273'RIGHT. THE STATION IS 40.4 FT (12.3 M) NORTH OF THE CENTERLINE OF
 AA2273'CELESTE ROAD, 74.3 FT (22.6 M) NORTH-NORTHWEST OF TELEPHONE CABLE
 AA2273'PEDESTAL NO. 242 ACROSS THE ROAD, 127.2 FT (38.8 M) WEST OF A POWER
 AA2273'POLE, 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2273'WITH THE GROUND. STATION 49-46 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2273'STATION.
 AA2273
 AA2273                          STATION RECOVERY (2005)
 AA2273
 AA2273'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAB)
 AA2273'WITNESS POST BROKEN AT GROUND LEVEL AND BENT OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2274 ***********************************************************************
 AA2274  DESIGNATION -  49 46
 AA2274  PID         -  AA2274
 AA2274  STATE/COUNTY-  AL/MOBILE
 AA2274  USGS QUAD   -  CITRONELLE EAST (1982)
 AA2274
 AA2274                         *CURRENT SURVEY CONTROL
 AA2274  ___________________________________________________________________
 AA2274* NAD 83(1992)-  31 00 35.83545(N)    088 08 41.71253(W)     ADJUSTED  
 AA2274* NAVD 88     -        76.1    (meters)     250.     (feet)  VERTCON   
 AA2274  ___________________________________________________________________
 AA2274  X           -     177,120.005 (meters)                     COMP
 AA2274  Y           -  -5,468,596.072 (meters)                     COMP
 AA2274  Z           -   3,266,864.097 (meters)                     COMP
 AA2274  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AA2274  ELLIP HEIGHT-          47.82  (meters)          (07/29/02) GPS OBS
 AA2274  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AA2274
 AA2274  HORZ ORDER  -  FIRST
 AA2274  ELLP ORDER  -  FOURTH    CLASS I
 AA2274
 AA2274.The horizontal coordinates were established by GPS observations
 AA2274.and adjusted by the National Geodetic Survey in December 1994..
 AA2274
 AA2274.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2274.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2274
 AA2274.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2274
 AA2274.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2274
 AA2274.The ellipsoidal height was determined by GPS observations
 AA2274.and is referenced to NAD 83.
 AA2274
 AA2274.The geoid height was determined by GEOID03.
 AA2274
 AA2274;                    North         East     Units Scale Factor Converg.
 AA2274;SPC AL W     -   112,135.651   538,417.267   MT  0.99998010   -0 19 56.2
 AA2274;UTM  16      - 3,431,267.741   390,706.900   MT  0.99974734   -0 35 23.7
 AA2274
 AA2274!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2274!SPC AL W     -   0.99999249  x   0.99998010  =   0.99997259
 AA2274!UTM  16      -   0.99999249  x   0.99974734  =   0.99973983
 AA2274
 AA2274:                Primary Azimuth Mark                     Grid Az
 AA2274:SPC AL W     -  49 45                                    269 31 22.9
 AA2274:UTM  16      -  49 45                                    269 46 50.4
 AA2274
 AA2274|---------------------------------------------------------------------|
 AA2274| PID    Reference Object                     Distance      Geod. Az  |
 AA2274|                                                           dddmmss.s |
 AA2274| AA2273 49 45                               426.176 METERS 2691126.7 |
 AA2274|---------------------------------------------------------------------|
 AA2274
 AA2274                          SUPERSEDED SURVEY CONTROL
 AA2274
 AA2274  ELLIP H (12/16/94)   47.86   (m)                       GP(       ) 3 2
 AA2274  NGVD 29 (12/16/94)   76.2    (m)          250.     (f) GPS OBS        
 AA2274
 AA2274.Superseded values are not recommended for survey control.
 AA2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2274.See file dsdata.txt to determine how the superseded data were derived.
 AA2274
 AA2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9070731268(NAD 83)
 AA2274_MARKER: DD = SURVEY DISK
 AA2274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2274_SP_SET: CONCRETE POST
 AA2274_STAMPING: 49-46 1993
 AA2274_MARK LOGO: ALHD  
 AA2274_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2274+STABILITY: SURFACE MOTION
 AA2274_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2274+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 AA2274
 AA2274  HISTORY     - Date     Condition        Report By
 AA2274  HISTORY     - 1993     MONUMENTED       ALHD
 AA2274  HISTORY     - 20050212 GOOD             USPSQD
 AA2274
 AA2274                          STATION DESCRIPTION
 AA2274
 AA2274'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2274'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2274'CELESTE ROAD (MOBILE COUNTY ROAD NO. 41), ABOUT 7.70 MI (12.39 KM)
 AA2274'SOUTHEAST OF CITRONELLE AND ABOUT 9.75 MI (15.69 KM) NORTHWEST OF
 AA2274'CREOLA. TO REACH THE STATION FROM EXIT 15 ON I-65, DRIVE EAST AND
 AA2274'NORTH ON CELESTE ROAD (MOBILE COUNTY ROAD NO. 41) FOR 10.50 MI (16.90
 AA2274'KM) TO SALCO ROAD ON THE RIGHT AT A CAUTION LIGHT, CONTINUE NORTH AND
 AA2274'EAST ON CELESTE ROAD FOR 4.35 MI (7.00 KM) TO THE STATION ON THE
 AA2274'RIGHT. THE STATION IS 6.0 FT (1.8 M) NORTH OF THE CREST OF A TEN FOOT
 AA2274'BACKSLOPE, 44.7 FT (13.6 M) NORTH OF THE CENTERLINE OF CELESTE ROAD,
 AA2274'84.6 FT (25.8 M) EAST-NORTHEAST OF A BURIE CABLE WARNING SIGN, 94.0 FT
 AA2274'(28.7 M) EAST-NORTHEAST OF A POWER POLE, 1.6 FT (0.5 M) SOUTH OF A
 AA2274'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 49-45
 AA2274'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2274
 AA2274                          STATION RECOVERY (2005)
 AA2274
 AA2274'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAB)
 AA2274'WITNESS POST BROKEN AT GROUND LEVEL AND LYING NEXT TO BENCHMARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2275 ***********************************************************************
 AA2275  DESIGNATION -  49 47
 AA2275  PID         -  AA2275
 AA2275  STATE/COUNTY-  AL/MOBILE
 AA2275  USGS QUAD   -  CREOLA (1985)
 AA2275
 AA2275                         *CURRENT SURVEY CONTROL
 AA2275  ___________________________________________________________________
 AA2275* NAD 83(1992)-  30 56 40.26295(N)    088 07 27.28494(W)     ADJUSTED  
 AA2275* NAVD 88     -        88.0    (meters)     289.     (feet)  VERTCON   
 AA2275  ___________________________________________________________________
 AA2275  X           -     179,215.811 (meters)                     COMP
 AA2275  Y           -  -5,472,274.010 (meters)                     COMP
 AA2275  Z           -   3,260,649.940 (meters)                     COMP
 AA2275  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA2275  ELLIP HEIGHT-          59.59  (meters)          (07/29/02) GPS OBS
 AA2275  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AA2275
 AA2275  HORZ ORDER  -  FIRST
 AA2275  ELLP ORDER  -  FOURTH    CLASS I
 AA2275
 AA2275.The horizontal coordinates were established by GPS observations
 AA2275.and adjusted by the National Geodetic Survey in December 1994..
 AA2275
 AA2275.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2275.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2275
 AA2275.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2275
 AA2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2275
 AA2275.The ellipsoidal height was determined by GPS observations
 AA2275.and is referenced to NAD 83.
 AA2275
 AA2275.The geoid height was determined by GEOID03.
 AA2275
 AA2275;                    North         East     Units Scale Factor Converg.
 AA2275;SPC AL W     -   104,869.747   540,350.791   MT  0.99997721   -0 19 15.6
 AA2275;UTM  16      - 3,423,994.926   392,607.319   MT  0.99974226   -0 34 41.3
 AA2275
 AA2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2275!SPC AL W     -   0.99999064  x   0.99997721  =   0.99996785
 AA2275!UTM  16      -   0.99999064  x   0.99974226  =   0.99973290
 AA2275
 AA2275:                Primary Azimuth Mark                     Grid Az
 AA2275:SPC AL W     -  49 48                                    002 21 19.0
 AA2275:UTM  16      -  49 48                                    002 36 44.7
 AA2275
 AA2275|---------------------------------------------------------------------|
 AA2275| PID    Reference Object                     Distance      Geod. Az  |
 AA2275|                                                           dddmmss.s |
 AA2275| AA2276 49 48                               APPROX. 0.6 KM 0020203.4 |
 AA2275|---------------------------------------------------------------------|
 AA2275
 AA2275                          SUPERSEDED SURVEY CONTROL
 AA2275
 AA2275  ELLIP H (12/16/94)   59.64   (m)                       GP(       ) 3 2
 AA2275  NGVD 29 (12/16/94)   88.0    (m)          289.     (f) GPS OBS        
 AA2275
 AA2275.Superseded values are not recommended for survey control.
 AA2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2275.See file dsdata.txt to determine how the superseded data were derived.
 AA2275
 AA2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9260723995(NAD 83)
 AA2275_MARKER: DD = SURVEY DISK
 AA2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2275_SP_SET: CONCRETE POST
 AA2275_STAMPING: 49-47 1993
 AA2275_MARK LOGO: ALHD  
 AA2275_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2275+STABILITY: SURFACE MOTION
 AA2275_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2275+SATELLITE: SATELLITE OBSERVATIONS - February 12, 2005
 AA2275
 AA2275  HISTORY     - Date     Condition        Report By
 AA2275  HISTORY     - 1993     MONUMENTED       ALHD
 AA2275  HISTORY     - 19980713 GOOD             JCLS
 AA2275  HISTORY     - 20050212 GOOD             USPSQD
 AA2275
 AA2275                          STATION DESCRIPTION
 AA2275
 AA2275'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2275'THE STATION IS LOCATED IN MOBILE COUNTY ON THE WEST RIGHT OF WAY OF
 AA2275'CELESTE ROAD (MOBILE COUNTY ROAD NO. 41), ABOUT 5.85 MI (9.41 KM)
 AA2275'NORTHWEST OF CREOLA AND ABOUT 12.00 MI (19.31 KM) SOUTHEAST OF
 AA2275'CITRONELLE. TO REACH THE STATION FROM EXIT 15 ON I-65, DRIVE EAST AND
 AA2275'NORTH ON CELESTE ROAD (MOBILE COUNTY ROAD NO. 41) FOR 6.00 MI (9.66
 AA2275'KM) TO RADCLIFF ROAD ON THE RIGHT AT A CAUTION LIGHT, CONTINUE NORTH
 AA2275'ON CELESTE ROAD FOR 3.65 MI (5.87 KM) TO THE STATION ON THE LEFT. THE
 AA2275'STATION IS 3.0 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA2275'RUSTY STEEL POSTS, 26.8 FT (8.2 M) SOUTH OF THE NORTHEAST CORNER OF
 AA2275'THE FENCE, 39.5 FT (12.0 M) WEST OF THE CENTERLINE OF CELESTE ROAD,
 AA2275'204.0 FT (62.2 M) NORTH OF A FIRE HYDRANT, 213.3 FT (65.0 M) NORTH OF
 AA2275'A POWER LINE GUY POLE, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS
 AA2275'POST, AND SET FLUSH WITH THE GROUND. STATION 49-48 1993 MAY BE USED AS
 AA2275'AN AZIMUTH FOR THIS STATION.
 AA2275
 AA2275                          STATION RECOVERY (1998)
 AA2275
 AA2275'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA2275'RECOVERED IN GOOD CONDITION.
 AA2275
 AA2275                          STATION RECOVERY (2005)
 AA2275
 AA2275'RECOVERY NOTE BY US POWER SQUADRON 2005 (RAB)
 AA2275'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2276 ***********************************************************************
 AA2276  DESIGNATION -  49 48
 AA2276  PID         -  AA2276
 AA2276  STATE/COUNTY-  AL/MOBILE
 AA2276  USGS QUAD   -  CREOLA (1985)
 AA2276
 AA2276                         *CURRENT SURVEY CONTROL
 AA2276  ___________________________________________________________________
 AA2276* NAD 83(1992)-  30 56 58.60017(N)    088 07 26.52922(W)     ADJUSTED  
 AA2276* NAVD 88     -        88.9    (meters)     292.     (feet)  VERTCON   
 AA2276  ___________________________________________________________________
 AA2276  X           -     179,226.380 (meters)                     COMP
 AA2276  Y           -  -5,471,983.902 (meters)                     COMP
 AA2276  Z           -   3,261,134.763 (meters)                     COMP
 AA2276  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AA2276  ELLIP HEIGHT-          60.53  (meters)          (07/29/02) GPS OBS
 AA2276  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AA2276
 AA2276  HORZ ORDER  -  FIRST
 AA2276  ELLP ORDER  -  FOURTH    CLASS I
 AA2276
 AA2276.The horizontal coordinates were established by GPS observations
 AA2276.and adjusted by the National Geodetic Survey in December 1994..
 AA2276
 AA2276.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2276.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2276
 AA2276.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2276
 AA2276.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2276
 AA2276.The ellipsoidal height was determined by GPS observations
 AA2276.and is referenced to NAD 83.
 AA2276
 AA2276.The geoid height was determined by GEOID03.
 AA2276
 AA2276;                    North         East     Units Scale Factor Converg.
 AA2276;SPC AL W     -   105,434.341   540,374.013   MT  0.99997717   -0 19 15.4
 AA2276;UTM  16      - 3,424,559.278   392,633.069   MT  0.99974220   -0 34 41.3
 AA2276
 AA2276!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2276!SPC AL W     -   0.99999049  x   0.99997717  =   0.99996766
 AA2276!UTM  16      -   0.99999049  x   0.99974220  =   0.99973270
 AA2276
 AA2276:                Primary Azimuth Mark                     Grid Az
 AA2276:SPC AL W     -  49 47                                    182 21 19.2
 AA2276:UTM  16      -  49 47                                    182 36 45.1
 AA2276
 AA2276|---------------------------------------------------------------------|
 AA2276| PID    Reference Object                     Distance      Geod. Az  |
 AA2276|                                                           dddmmss.s |
 AA2276| AA2275 49 47                               APPROX. 0.6 KM 1820203.8 |
 AA2276|---------------------------------------------------------------------|
 AA2276
 AA2276                          SUPERSEDED SURVEY CONTROL
 AA2276
 AA2276  ELLIP H (12/16/94)   60.58   (m)                       GP(       ) 3 2
 AA2276  NGVD 29 (12/16/94)   89.0    (m)          292.     (f) GPS OBS        
 AA2276
 AA2276.Superseded values are not recommended for survey control.
 AA2276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2276.See file dsdata.txt to determine how the superseded data were derived.
 AA2276
 AA2276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9263324559(NAD 83)
 AA2276_MARKER: DD = SURVEY DISK
 AA2276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2276_SP_SET: CONCRETE POST
 AA2276_STAMPING: 49-48 1993
 AA2276_MARK LOGO: ALHD  
 AA2276_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2276+STABILITY: SURFACE MOTION
 AA2276_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2276+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2276
 AA2276  HISTORY     - Date     Condition        Report By
 AA2276  HISTORY     - 1993     MONUMENTED       ALHD
 AA2276
 AA2276                          STATION DESCRIPTION
 AA2276
 AA2276'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2276'THE STATION IS LOCATED IN MOBILE COUNTY ON THE EAST RIGHT OF WAY OF
 AA2276'CELESTE ROAD (MOBILE COUNTY ROAD NO. 41), ABOUT 5.90 MI (9.49 KM)
 AA2276'NORTHWEST OF CREOLA AND ABOUT 11.80 MI (18.99 KM) SOUTHEAST OF
 AA2276'CITRONELLE. TO REACH THE STATION FROM EXIT 15 ON I-65, DRIVE EAST AND
 AA2276'NORTH ON CELESTE ROAD (MOBILE COUNTY ROAD NO. 41) FOR 6.00 MI (9.66
 AA2276'KM) TO RADCLIFF ROAD ON THE RIGHT AT A CAUTION LIGHT, CONTINUE NORTH
 AA2276'ON CELESTE ROAD FOR 3.95 MI (6.36 KM) TO THE STATION ON THE RIGHT. THE
 AA2276'STATION IS 3.0 FT (0.9 M) WEST OF A THREE STRAND BARBED WIRE FENCE ON
 AA2276'TREATED WOOD POSTS, 29.1 FT (8.9 M) SOUTH OF TELEPHONE CABLE PEDESTAL
 AA2276'NO. 198, 35.3 FT (10.8 M) EAST OF THE CENTERLINE OF CELESTE ROAD, 76.6
 AA2276'FT (23.3 M) NORTH OF THE CROSS TIE SOUTHWEST CORNER FENCE POST, 76.8
 AA2276'FT (23.4 M) NORTH OF A CONCRETE BURIED CABLE MARKER, 112.3 FT (34.2 M)
 AA2276'SOUTH OF THE SOUTH POST OF A PIPE GATE, 150.6 FT (45.9 M) SOUTH OF A
 AA2276'JUNCTION POWER POLE, 3.5 FT (1.1 M) SOUTHWEST OF A CARSONITE WITNESS
 AA2276'POST, AND SET FLUSH WITH THE GROUND. STATION 49-47 1993 MAY BE USED AS
 AA2276'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2277 ***********************************************************************
 AA2277  DESIGNATION -  49 49
 AA2277  PID         -  AA2277
 AA2277  STATE/COUNTY-  AL/MOBILE
 AA2277  USGS QUAD   -  MOUNT VERNON (1982)
 AA2277
 AA2277                         *CURRENT SURVEY CONTROL
 AA2277  ___________________________________________________________________
 AA2277* NAD 83(1992)-  31 04 12.27394(N)    088 01 32.32423(W)     ADJUSTED  
 AA2277* NAVD 88     -         8.3    (meters)      27.     (feet)  VERTCON   
 AA2277  ___________________________________________________________________
 AA2277  X           -     188,383.352 (meters)                     COMP
 AA2277  Y           -  -5,464,722.328 (meters)                     COMP
 AA2277  Z           -   3,272,540.340 (meters)                     COMP
 AA2277  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 AA2277  ELLIP HEIGHT-         -20.06  (meters)          (07/29/02) GPS OBS
 AA2277  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 AA2277
 AA2277  HORZ ORDER  -  FIRST
 AA2277  ELLP ORDER  -  FOURTH    CLASS I
 AA2277
 AA2277.The horizontal coordinates were established by GPS observations
 AA2277.and adjusted by the National Geodetic Survey in December 1994..
 AA2277
 AA2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2277
 AA2277.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2277
 AA2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2277
 AA2277.The ellipsoidal height was determined by GPS observations
 AA2277.and is referenced to NAD 83.
 AA2277
 AA2277.The geoid height was determined by GEOID03.
 AA2277
 AA2277;                    North         East     Units Scale Factor Converg.
 AA2277;SPC AL W     -   118,741.110   549,838.364   MT  0.99996436   -0 16 16.6
 AA2277;UTM  16      - 3,437,820.164   402,154.867   MT  0.99971809   -0 31 45.7
 AA2277
 AA2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2277!SPC AL W     -   1.00000315  x   0.99996436  =   0.99996751
 AA2277!UTM  16      -   1.00000315  x   0.99971809  =   0.99972124
 AA2277
 AA2277                          SUPERSEDED SURVEY CONTROL
 AA2277
 AA2277  ELLIP H (12/16/94)  -19.99   (m)                       GP(       ) 3 2
 AA2277  NGVD 29 (12/16/94)    8.3    (m)           27.     (f) GPS OBS        
 AA2277
 AA2277.Superseded values are not recommended for survey control.
 AA2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2277.See file dsdata.txt to determine how the superseded data were derived.
 AA2277
 AA2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0215537820(NAD 83)
 AA2277_MARKER: DD = SURVEY DISK
 AA2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2277_SP_SET: CONCRETE POST
 AA2277_STAMPING: 49-49 1993
 AA2277_MARK LOGO: ALHD  
 AA2277_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2277+STABILITY: SURFACE MOTION
 AA2277_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2277+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2277
 AA2277  HISTORY     - Date     Condition        Report By
 AA2277  HISTORY     - 1993     MONUMENTED       ALHD
 AA2277
 AA2277                          STATION DESCRIPTION
 AA2277
 AA2277'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2277'THE STATION IS LOCATED IN MOBILE COUNTY ON THE WEST RIGHT OF WAY OF
 AA2277'U.S. 43, ABOUT 1.25 MI (2.01 KM) SOUTH-SOUTHWEST OF MOUNT VERNON AND
 AA2277'ABOUT 11.45 MI (18.43 KM) NORTH OF CREOLA. TO REACH THE STATION FROM
 AA2277'EXIT 19 0N I-65 (MILE POST 14.10 ON U.S. 43) , DRIVE NORTH ON U.S. 43
 AA2277'FOR 13.70 MI (22.05 KM) TO MILE POST 27.80 AND THE STATION ON THE
 AA2277'LEFT. THE STATION IS 3.5 FT (1.1 M) WEST OF THE WEST EDGE OF A
 AA2277'CONCRETE DITCH FLUME, 63.0 FT (19.2 M) WEST OF THE CENTERLINE OF THE
 AA2277'SOUTH BOUND LANES OF U.S. 43, 67.0 FT (20.4 M) NORTHEAST OF THE
 AA2277'NORTHEAST CORNER OF AN EIGHT FOOT CHAIN LINK FENCE AROUND A PIPELINE
 AA2277'VALVE AND PUMP STATION, 72.0 FT (21.9 M) NORTH OF THE NORTHWEST CORNER
 AA2277'OF A LARGE CONCRETE VALVE BOX, 1.5 FT (0.5 M) EAST OF A CARSONITE
 AA2277'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 49-50 1993 MAY BE
 AA2277'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3156 ***********************************************************************
 BH3156  DESIGNATION -  49 5
 BH3156  PID         -  BH3156
 BH3156  STATE/COUNTY-  AL/MOBILE
 BH3156  USGS QUAD   -  THEODORE (1982)
 BH3156
 BH3156                         *CURRENT SURVEY CONTROL
 BH3156  ___________________________________________________________________
 BH3156* NAD 83(1992)-  30 31 28.87765(N)    088 14 02.41079(W)     ADJUSTED  
 BH3156* NAVD 88     -        36.8    (meters)     121.     (feet)  VERTCON   
 BH3156  ___________________________________________________________________
 BH3156  X           -     169,464.371 (meters)                     COMP
 BH3156  Y           -  -5,496,339.029 (meters)                     COMP
 BH3156  Z           -   3,220,616.706 (meters)                     COMP
 BH3156  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BH3156  ELLIP HEIGHT-           8.29  (meters)          (07/29/02) GPS OBS
 BH3156  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH3156
 BH3156  HORZ ORDER  -  FIRST
 BH3156  ELLP ORDER  -  FOURTH    CLASS I
 BH3156
 BH3156.The horizontal coordinates were established by GPS observations
 BH3156.and adjusted by the National Geodetic Survey in December 1992..
 BH3156
 BH3156.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3156.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3156
 BH3156.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3156
 BH3156.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3156
 BH3156.The ellipsoidal height was determined by GPS observations
 BH3156.and is referenced to NAD 83.
 BH3156
 BH3156.The geoid height was determined by GEOID03.
 BH3156
 BH3156;                    North         East     Units Scale Factor Converg.
 BH3156;SPC AL W     -    58,390.603   529,558.058   MT  0.99999453   -0 22 22.2
 BH3156;UTM  16      - 3,377,574.988   381,609.874   MT  0.99977291   -0 37 36.6
 BH3156
 BH3156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3156!SPC AL W     -   0.99999870  x   0.99999453  =   0.99999323
 BH3156!UTM  16      -   0.99999870  x   0.99977291  =   0.99977161
 BH3156
 BH3156                          SUPERSEDED SURVEY CONTROL
 BH3156
 BH3156  ELLIP H (01/21/93)    8.33   (m)                       GP(       ) 4 2
 BH3156  ELLIP H (12/04/92)    8.33   (m)                       GP(       ) 4 1
 BH3156  NAD 83(1986)-  30 31 28.90046(N)    088 14 02.41363(W) AD(       ) 1
 BH3156  NGVD 29 (12/04/92)   36.7    (m)          120.     (f) GPS OBS        
 BH3156
 BH3156.Superseded values are not recommended for survey control.
 BH3156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3156.See file dsdata.txt to determine how the superseded data were derived.
 BH3156
 BH3156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8161077575(NAD 83)
 BH3156_MARKER: DD = SURVEY DISK
 BH3156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3156_SP_SET: CONCRETE POST
 BH3156_STAMPING: 49-5 1991
 BH3156_MARK LOGO: ALHD  
 BH3156_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3156+STABILITY: SURFACE MOTION
 BH3156_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3156+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BH3156
 BH3156  HISTORY     - Date     Condition        Report By
 BH3156  HISTORY     - 1991     MONUMENTED       ALHD
 BH3156
 BH3156                          STATION DESCRIPTION
 BH3156
 BH3156'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3156'THE STATION IS LOCATED IN MOBILE COUNTY ON THE WEST RIGHT OF WAY OF A
 BH3156'COUNTY GRAVEL ROAD, ABOUT 4.10 MI (6.60 KM) SOUTHWEST OF THEODORE AND
 BH3156'ABOUT 7.00 MI (11.27 KM) NORTHEAST OF GRAND BAY.
 BH3156'TO REACH THE STATION FROM EXIT 15 ON I-10 (MILE POST 17.30 ON U.S. 90)
 BH3156'AT TILLMANS CORNER, DRIVE WEST ON U.S. 90 FOR 6.85 MI (11.02 KM) TO
 BH3156'MILE POST 10.45 AND A CROSS ROAD WITH MOBILE COUNTY ROAD NO. 19 LEFT,
 BH3156'A GRAVEL ROAD WEST, AND A GRAVEL ROAD NORTH, TURN SHARP RIGHT ON THE
 BH3156'GRAVEL ROAD NORTH AND DRIVE NORTH FOR 1.10 MI (1.77 KM) TO THE
 BH3156'STATION ON THE LEFT.
 BH3156'THE STATION IS 36.0 FT (11.0 M) WEST OF THE CENTER OF THE GRAVEL ROAD,
 BH3156'87.5 FT (26.7 M) NORTH-NORTHWEST OF A POWER POLE, 1.5 FT (0.5 M) EAST
 BH3156'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BH3156'STATION 49-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2278 ***********************************************************************
 AA2278  DESIGNATION -  49 50
 AA2278  PID         -  AA2278
 AA2278  STATE/COUNTY-  AL/MOBILE
 AA2278  USGS QUAD   -  MOUNT VERNON (1982)
 AA2278
 AA2278                         *CURRENT SURVEY CONTROL
 AA2278  ___________________________________________________________________
 AA2278* NAD 83(1992)-  31 04 48.86547(N)    088 01 17.86567(W)     ADJUSTED  
 AA2278* NAVD 88     -        11.4    (meters)      37.     (feet)  VERTCON   
 AA2278  ___________________________________________________________________
 AA2278  X           -     188,746.425 (meters)                     COMP
 AA2278  Y           -  -5,464,130.487 (meters)                     COMP
 AA2278  Z           -   3,273,507.170 (meters)                     COMP
 AA2278  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 AA2278  ELLIP HEIGHT-         -16.90  (meters)          (07/29/02) GPS OBS
 AA2278  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AA2278
 AA2278  HORZ ORDER  -  FIRST
 AA2278  ELLP ORDER  -  FOURTH    CLASS I
 AA2278
 AA2278.The horizontal coordinates were established by GPS observations
 AA2278.and adjusted by the National Geodetic Survey in December 1994..
 AA2278
 AA2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2278
 AA2278.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2278
 AA2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2278
 AA2278.The ellipsoidal height was determined by GPS observations
 AA2278.and is referenced to NAD 83.
 AA2278
 AA2278.The geoid height was determined by GEOID03.
 AA2278
 AA2278;                    North         East     Units Scale Factor Converg.
 AA2278;SPC AL W     -   119,866.175   550,226.931   MT  0.99996388   -0 16 09.4
 AA2278;UTM  16      - 3,438,943.189   402,548.402   MT  0.99971714   -0 31 38.8
 AA2278
 AA2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2278!SPC AL W     -   1.00000265  x   0.99996388  =   0.99996653
 AA2278!UTM  16      -   1.00000265  x   0.99971714  =   0.99971979
 AA2278
 AA2278                          SUPERSEDED SURVEY CONTROL
 AA2278
 AA2278  ELLIP H (12/16/94)  -16.84   (m)                       GP(       ) 3 2
 AA2278  NGVD 29 (12/16/94)   11.4    (m)           37.     (f) GPS OBS        
 AA2278
 AA2278.Superseded values are not recommended for survey control.
 AA2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2278.See file dsdata.txt to determine how the superseded data were derived.
 AA2278
 AA2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0254838943(NAD 83)
 AA2278_MARKER: DD = SURVEY DISK
 AA2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2278_SP_SET: CONCRETE POST
 AA2278_STAMPING: 49-50 1993
 AA2278_MARK LOGO: ALHD  
 AA2278_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2278+STABILITY: SURFACE MOTION
 AA2278_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2278+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2278
 AA2278  HISTORY     - Date     Condition        Report By
 AA2278  HISTORY     - 1993     MONUMENTED       ALHD
 AA2278
 AA2278                          STATION DESCRIPTION
 AA2278
 AA2278'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2278'THE STATION IS LOCATED IN MOBILE COUNTY ON THE WEST RIGHT OF WAY OF
 AA2278'U.S. 43 IN MOUNT VERNON. TO REACH THE STATION FROM EXIT 19 0N I-65
 AA2278'(MILE POST 14.10 ON U.S. 43) , DRIVE NORTH ON U.S. 43 FOR 14.45 MI
 AA2278'(23.25 KM) TO MILE POST 28.55 AND THE STATION ON THE LEFT. THE STATION
 AA2278'IS 11.8 FT (3.6 M) EAST-SOUTHEAST OF THE EAST RAIL OF A RAILROAD, 14.0
 AA2278'FT (4.3 M) WEST-NORTHWEST OF THE WEST CONCRETE CURB OF U.S. 43, 28.3
 AA2278'FT (8.6 M) WEST-NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 AA2278'OF U.S. 43, 42.0 FT (12.8 M) SOUTHEAST OF THE CENTER OF A PAVED COUNTY
 AA2278'ROAD, 50.0 FT (15.2 M) SOUTH OF THE CENTER OF A RAILROAD GRADE
 AA2278'CROSSING, 71.9 FT (21.9 M) EAST-SOUTHEAST OF POWER POLE NO. M 8041 AND
 AA2278'M 8042 WITH THREE TRANSFORMERS, 79.8 FT (24.3 M) NORTH-NORTHWEST OF
 AA2278'THE SOUTH END OF THE GRASSED MEDIAN OF U.S. 43, 1.7 FT (0.5 M)
 AA2278'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2278'STATION 49-49 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2279 ***********************************************************************
 AA2279  DESIGNATION -  49 51
 AA2279  PID         -  AA2279
 AA2279  STATE/COUNTY-  AL/MOBILE
 AA2279  USGS QUAD   -  MOUNT VERNON (1982)
 AA2279
 AA2279                         *CURRENT SURVEY CONTROL
 AA2279  ___________________________________________________________________
 AA2279* NAD 83(1992)-  31 07 20.87440(N)    088 06 28.28562(W)     ADJUSTED  
 AA2279* NAVD 88     -        82.1    (meters)     269.     (feet)  VERTCON   
 AA2279  ___________________________________________________________________
 AA2279  X           -     180,445.081 (meters)                     COMP
 AA2279  Y           -  -5,462,052.009 (meters)                     COMP
 AA2279  Z           -   3,277,552.314 (meters)                     COMP
 AA2279  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AA2279  ELLIP HEIGHT-          53.90  (meters)          (07/29/02) GPS OBS
 AA2279  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AA2279
 AA2279  HORZ ORDER  -  FIRST
 AA2279  ELLP ORDER  -  FOURTH    CLASS I
 AA2279
 AA2279.The horizontal coordinates were established by GPS observations
 AA2279.and adjusted by the National Geodetic Survey in December 1994..
 AA2279
 AA2279.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2279.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2279
 AA2279.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2279
 AA2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2279
 AA2279.The ellipsoidal height was determined by GPS observations
 AA2279.and is referenced to NAD 83.
 AA2279
 AA2279.The geoid height was determined by GEOID03.
 AA2279
 AA2279;                    North         East     Units Scale Factor Converg.
 AA2279;SPC AL W     -   124,589.358   542,024.731   MT  0.99997478   -0 18 51.1
 AA2279;UTM  16      - 3,443,702.152   394,369.559   MT  0.99973763   -0 34 21.6
 AA2279
 AA2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2279!SPC AL W     -   0.99999154  x   0.99997478  =   0.99996632
 AA2279!UTM  16      -   0.99999154  x   0.99973763  =   0.99972917
 AA2279
 AA2279                          SUPERSEDED SURVEY CONTROL
 AA2279
 AA2279  ELLIP H (12/16/94)   53.95   (m)                       GP(       ) 3 2
 AA2279  NGVD 29 (12/16/94)   82.1    (m)          269.     (f) GPS OBS        
 AA2279
 AA2279.Superseded values are not recommended for survey control.
 AA2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2279.See file dsdata.txt to determine how the superseded data were derived.
 AA2279
 AA2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9437043702(NAD 83)
 AA2279_MARKER: DD = SURVEY DISK
 AA2279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2279_SP_SET: CONCRETE POST
 AA2279_STAMPING: 49-51 1993
 AA2279_MARK LOGO: ALHD  
 AA2279_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2279+STABILITY: SURFACE MOTION
 AA2279_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2279+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2279
 AA2279  HISTORY     - Date     Condition        Report By
 AA2279  HISTORY     - 1993     MONUMENTED       ALHD
 AA2279
 AA2279                          STATION DESCRIPTION
 AA2279
 AA2279'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2279'THE STATION IS LOCATED IN MOBILE COUNTY ON THE EAST RIGHT OF WAY OF
 AA2279'PATILLO ROAD, ABOUT 5.75 MI (9.25 KM) WEST-NORTHWEST OF MOUNT VERNON
 AA2279'AND ABOUT 8.00 MI (12.87 KM) EAST-NORTHEAST OF CITRONELLE. TO REACH
 AA2279'THE STATION FROM EXIT 19 0N I-65 (MILE POST 14.10 ON U.S. 43) , DRIVE
 AA2279'NORTH ON U.S. 43 FOR 14.95 MI (24.06 KM) TO MILE POST 29.05 AND MOBILE
 AA2279'COUNTY ROAD NO. 96 ON THE LEFT, TURN LEFT ON MOBILE COUNTY ROAD NO. 96
 AA2279'AND DRIVE WEST FOR 6.45 MI (10.38 KM) TO PATILLO ROAD ON THE LEFT,
 AA2279'TURN LEFT ON PATILLO ROAD AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO THE
 AA2279'STATION ON THE LEFT. THE STATION IS 12.1 FT (3.7 M) SOUTH-SOUTHEAST OF
 AA2279'A CONCRETE RIGHT OF WAY MARKER, 29.3 FT (8.9 M) SOUTHEAST OF A GRAPHIC
 AA2279'STOP AHEAD SIGN, 43.5 FT (13.3 M) EAST OF THE CENTERLINE OF PATILLO
 AA2279'ROAD, 54.9 FT (16.7 M) NORTH OF A TELEPHONE CABLE PEDESTAL, 54.9 FT
 AA2279'(16.7 M) NORTH OF POWER AND CABLE POLE NO. 3, 78.1 FT (23.8 M) EAST OF
 AA2279'A FIRE HYDRANT ACROSS THE ROAD, 2.0 FT (0.6 M) WEST OF A CARSONITE
 AA2279'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 49-52 1993 MAY BE
 AA2279'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2280 ***********************************************************************
 AA2280  DESIGNATION -  49 52
 AA2280  PID         -  AA2280
 AA2280  STATE/COUNTY-  AL/MOBILE
 AA2280  USGS QUAD   -  MOUNT VERNON (1982)
 AA2280
 AA2280                         *CURRENT SURVEY CONTROL
 AA2280  ___________________________________________________________________
 AA2280* NAD 83(1992)-  31 07 28.22105(N)    088 05 56.98319(W)     ADJUSTED  
 AA2280* NAVD 88     -        78.7    (meters)     258.     (feet)  VERTCON   
 AA2280  ___________________________________________________________________
 AA2280  X           -     181,270.015 (meters)                     COMP
 AA2280  Y           -  -5,461,904.749 (meters)                     COMP
 AA2280  Z           -   3,277,744.239 (meters)                     COMP
 AA2280  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 AA2280  ELLIP HEIGHT-          50.48  (meters)          (07/29/02) GPS OBS
 AA2280  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 AA2280
 AA2280  HORZ ORDER  -  FIRST
 AA2280  ELLP ORDER  -  FOURTH    CLASS I
 AA2280
 AA2280.The horizontal coordinates were established by GPS observations
 AA2280.and adjusted by the National Geodetic Survey in December 1994..
 AA2280
 AA2280.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2280
 AA2280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2280
 AA2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2280
 AA2280.The ellipsoidal height was determined by GPS observations
 AA2280.and is referenced to NAD 83.
 AA2280
 AA2280.The geoid height was determined by GEOID03.
 AA2280
 AA2280;                    North         East     Units Scale Factor Converg.
 AA2280;SPC AL W     -   124,811.093   542,855.279   MT  0.99997360   -0 18 35.0
 AA2280;UTM  16      - 3,443,920.086   395,200.900   MT  0.99973547   -0 34 05.5
 AA2280
 AA2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2280!SPC AL W     -   0.99999207  x   0.99997360  =   0.99996567
 AA2280!UTM  16      -   0.99999207  x   0.99973547  =   0.99972755
 AA2280
 AA2280                          SUPERSEDED SURVEY CONTROL
 AA2280
 AA2280  ELLIP H (12/16/94)   50.54   (m)                       GP(       ) 3 2
 AA2280  NGVD 29 (12/16/94)   78.7    (m)          258.     (f) GPS OBS        
 AA2280
 AA2280.Superseded values are not recommended for survey control.
 AA2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2280.See file dsdata.txt to determine how the superseded data were derived.
 AA2280
 AA2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9520143920(NAD 83)
 AA2280_MARKER: DD = SURVEY DISK
 AA2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2280_SP_SET: CONCRETE POST
 AA2280_STAMPING: 49-52 1993
 AA2280_MARK LOGO: ALHD  
 AA2280_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2280+STABILITY: SURFACE MOTION
 AA2280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2280+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2280
 AA2280  HISTORY     - Date     Condition        Report By
 AA2280  HISTORY     - 1993     MONUMENTED       ALHD
 AA2280
 AA2280                          STATION DESCRIPTION
 AA2280
 AA2280'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2280'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2280'MOBILE COUNTY ROAD NO. 96, ABOUT 5.40 MI (8.69 KM) WEST-NORTHWEST OF
 AA2280'MOUNT VERNON AND ABOUT 8.50 MI (13.68 KM) EAST-NORTHEAST OF
 AA2280'CITRONELLE. TO REACH THE STATION FROM EXIT 19 0N I-65 (MILE POST 14.10
 AA2280'ON U.S. 43) , DRIVE NORTH ON U.S. 43 FOR 14.95 MI (24.06 KM) TO MILE
 AA2280'POST 29.05 AND MOBILE COUNTY ROAD NO. 96 ON THE LEFT, TURN LEFT ON
 AA2280'MOBILE COUNTY ROAD NO. 96 AND DRIVE WEST FOR 5.90 MI (9.49 KM) TO THE
 AA2280'STATION ON THE LEFT. THE STATION IS 35.0 FT (10.7 M) SOUTH-SOUTHWEST
 AA2280'OF THE CENTERLINE OF MOBILE COUNTY ROAD NO. 96, 70.2 FT (21.4 M)
 AA2280'SOUTHEAST OF CABLE POLE NO. 108 WITH POWER BOX NO. S 9 W, 94.8 FT
 AA2280'(28.9 M) WEST-SOUTHWEST OF A FIRE HYDRANT ACROSS THE ROAD, 1.8 FT (0.5
 AA2280'M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2280'GROUND. STATION 49-51 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2281 ***********************************************************************
 AA2281  DESIGNATION -  49 53
 AA2281  PID         -  AA2281
 AA2281  STATE/COUNTY-  AL/MOBILE
 AA2281  USGS QUAD   -  CITRONELLE WEST (1982)
 AA2281
 AA2281                         *CURRENT SURVEY CONTROL
 AA2281  ___________________________________________________________________
 AA2281* NAD 83(1992)-  31 04 40.28775(N)    088 18 58.04543(W)     ADJUSTED  
 AA2281* NAVD 88     -        84.7    (meters)     278.     (feet)  VERTCON   
 AA2281  ___________________________________________________________________
 AA2281  X           -     160,664.846 (meters)                     COMP
 AA2281  Y           -  -5,465,227.652 (meters)                     COMP
 AA2281  Z           -   3,273,318.844 (meters)                     COMP
 AA2281  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AA2281  ELLIP HEIGHT-          56.57  (meters)          (07/29/02) GPS OBS
 AA2281  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AA2281
 AA2281  HORZ ORDER  -  FIRST
 AA2281  ELLP ORDER  -  FOURTH    CLASS I
 AA2281
 AA2281.The horizontal coordinates were established by GPS observations
 AA2281.and adjusted by the National Geodetic Survey in December 1994..
 AA2281
 AA2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2281
 AA2281.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2281
 AA2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2281
 AA2281.The ellipsoidal height was determined by GPS observations
 AA2281.and is referenced to NAD 83.
 AA2281
 AA2281.The geoid height was determined by GEOID03.
 AA2281
 AA2281;                    North         East     Units Scale Factor Converg.
 AA2281;SPC AL W     -   119,771.369   522,124.056   MT  1.00000811   -0 25 16.7
 AA2281;UTM  16      - 3,438,975.002   374,451.855   MT  0.99979443   -0 40 46.1
 AA2281
 AA2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2281!SPC AL W     -   0.99999112  x   1.00000811  =   0.99999923
 AA2281!UTM  16      -   0.99999112  x   0.99979443  =   0.99978555
 AA2281
 AA2281|---------------------------------------------------------------------|
 AA2281| PID    Reference Object                     Distance      Geod. Az  |
 AA2281|                                                           dddmmss.s |
 AA2281| AA2282 49 54                               399.155 METERS 08626     |
 AA2281|---------------------------------------------------------------------|
 AA2281
 AA2281                          SUPERSEDED SURVEY CONTROL
 AA2281
 AA2281  ELLIP H (12/16/94)   56.60   (m)                       GP(       ) 3 2
 AA2281  NGVD 29 (12/16/94)   84.7    (m)          278.     (f) GPS OBS        
 AA2281
 AA2281.Superseded values are not recommended for survey control.
 AA2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2281.See file dsdata.txt to determine how the superseded data were derived.
 AA2281
 AA2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7445238975(NAD 83)
 AA2281_MARKER: DD = SURVEY DISK
 AA2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2281_SP_SET: CONCRETE POST
 AA2281_STAMPING: 49-53 1993
 AA2281_MARK LOGO: ALHD  
 AA2281_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2281+STABILITY: SURFACE MOTION
 AA2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2281+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2281
 AA2281  HISTORY     - Date     Condition        Report By
 AA2281  HISTORY     - 1993     MONUMENTED       ALHD
 AA2281
 AA2281                          STATION DESCRIPTION
 AA2281
 AA2281'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2281'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2281'MOBILE COUNTY ROAD NO. 96, ABOUT 4.80 MI (7.72 KM) WEST-SOUTHWEST OF
 AA2281'CITRONELL AND ABOUT 17.50 MI (28.16 KM) NORTH OF WILMER. TO REACH THE
 AA2281'STATION FROM EXIT 8 ON I-65 (MILE POST 5 25 ON U.S. 45)IN PRICHARD,
 AA2281'DRIVE NORTHWEST ON ALA 45 FOR 27.40 MI (44.09 KM) TO MILE POST 32.65
 AA2281'AND MOBILE COUNTY ROAD NO. 96 (PRINE ROAD) ON THE LEFT AT A TRAFFIC
 AA2281'LIGHT IN CITRONELLE, TURN LEFT ON MOBILE COUNTY ROAD NO. 96 AND DRIVE
 AA2281'WEST AND SOUTHWEST FOR 3.00 MI (4.83 KM) TO BEVERLY JEFFRIES ROAD
 AA2281'(MOBILE COUNTY ROAD NO. 96) ON THE RIGHT, TURN RIGHT ON BEVERLY
 AA2281'JEFFRIES ROAD AND DRIVE WEST FOR 2.00 MI (3.22 KM) TO THE STATION ON
 AA2281'THE LEFT. THE STATION IS 2.7 FT (0.8 M) NORTH OF A HOG WIRE FENCE WITH
 AA2281'TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 34.7 FT (10.6 M)
 AA2281'SOUTH OF THE CENTERLINE OF BEVERLY JEFFRIES ROAD, 78.0 FT (23.8 M)
 AA2281'WEST OF A FIRE HYDRANT, 89.0 FT (27.1 M) SOUTHEAST OF TELEPHONE CABLE
 AA2281'PEDESTAL NO. 37 ACROSS THE ROAD, 89.6 FT (27.3 M) SOUTHEAST OF A
 AA2281'JUNCTION POWER POLE NO. 1722 ACROSS THE ROAD, 109.8 FT (33.5 M)
 AA2281'EAST-SOUTHEAST OF A CROSS TIE FENCE CORNER POST ACROSS THE ROAD, 3.2
 AA2281'FT (1.0 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2281'GROUND. STATION 49-54 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2282 ***********************************************************************
 AA2282  DESIGNATION -  49 54
 AA2282  PID         -  AA2282
 AA2282  STATE/COUNTY-  AL/MOBILE
 AA2282  USGS QUAD   -  CITRONELLE WEST (1982)
 AA2282
 AA2282                         *CURRENT SURVEY CONTROL
 AA2282  ___________________________________________________________________
 AA2282* NAD 83(1992)-  31 04 41.09560(N)    088 18 43.01644(W)     ADJUSTED  
 AA2282* NAVD 88     -        87.8    (meters)     288.     (feet)  VERTCON   
 AA2282  ___________________________________________________________________
 AA2282  X           -     161,062.756 (meters)                     COMP
 AA2282  Y           -  -5,465,205.739 (meters)                     COMP
 AA2282  Z           -   3,273,341.748 (meters)                     COMP
 AA2282  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA2282  ELLIP HEIGHT-          59.66  (meters)          (07/29/02) GPS OBS
 AA2282  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AA2282
 AA2282  HORZ ORDER  -  FIRST
 AA2282  ELLP ORDER  -  FOURTH    CLASS I
 AA2282
 AA2282.The horizontal coordinates were established by GPS observations
 AA2282.and adjusted by the National Geodetic Survey in December 1994..
 AA2282
 AA2282.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2282.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2282
 AA2282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2282
 AA2282.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2282
 AA2282.The ellipsoidal height was determined by GPS observations
 AA2282.and is referenced to NAD 83.
 AA2282
 AA2282.The geoid height was determined by GEOID03.
 AA2282
 AA2282;                    North         East     Units Scale Factor Converg.
 AA2282;SPC AL W     -   119,793.327   522,522.610   MT  1.00000735   -0 25 09.0
 AA2282;UTM  16      - 3,438,995.159   374,850.418   MT  0.99979319   -0 40 38.4
 AA2282
 AA2282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2282!SPC AL W     -   0.99999063  x   1.00000735  =   0.99999798
 AA2282!UTM  16      -   0.99999063  x   0.99979319  =   0.99978382
 AA2282
 AA2282|---------------------------------------------------------------------|
 AA2282| PID    Reference Object                     Distance      Geod. Az  |
 AA2282|                                                           dddmmss.s |
 AA2282| AA2281 49 53                               399.155 METERS 26626     |
 AA2282|---------------------------------------------------------------------|
 AA2282
 AA2282                          SUPERSEDED SURVEY CONTROL
 AA2282
 AA2282  ELLIP H (12/16/94)   59.70   (m)                       GP(       ) 3 2
 AA2282  NGVD 29 (12/16/94)   87.8    (m)          288.     (f) GPS OBS        
 AA2282
 AA2282.Superseded values are not recommended for survey control.
 AA2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2282.See file dsdata.txt to determine how the superseded data were derived.
 AA2282
 AA2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7485038995(NAD 83)
 AA2282_MARKER: DD = SURVEY DISK
 AA2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2282_SP_SET: CONCRETE POST
 AA2282_STAMPING: 49-54 1993
 AA2282_MARK LOGO: ALHD  
 AA2282_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2282+STABILITY: SURFACE MOTION
 AA2282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2282+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2282
 AA2282  HISTORY     - Date     Condition        Report By
 AA2282  HISTORY     - 1993     MONUMENTED       ALHD
 AA2282
 AA2282                          STATION DESCRIPTION
 AA2282
 AA2282'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2282'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2282'MOBILE COUNTY ROAD NO. 96, ABOUT 4.55 MI (7.32 KM) WEST-SOUTHWEST OF
 AA2282'CITRONELL AND ABOUT 17.60 MI (28.32 KM) NORTH OF WILMER. TO REACH THE
 AA2282'STATION FROM EXIT 8 ON I-65 (MILE POST 5 25 ON U.S. 45)IN PRICHARD,
 AA2282'DRIVE NORTHWEST ON ALA 45 FOR 27.40 MI (44.09 KM) TO MILE POST 32.65
 AA2282'AND MOBILE COUNTY ROAD NO. 96 (PRINE ROAD) ON THE LEFT AT A TRAFFIC
 AA2282'LIGHT IN CITRONELLE, TURN LEFT ON MOBILE COUNTY ROAD NO. 96 AND DRIVE
 AA2282'WEST AND SOUTHWEST FOR 3.00 MI (4.83 KM) TO BEVERLY JEFFRIES ROAD
 AA2282'(MOBILE COUNTY ROAD NO. 96) ON THE RIGHT, TURN RIGHT ON BEVERLY
 AA2282'JEFFRIES ROAD AND DRIVE WEST FOR 1.75 MI (2.82 KM) TO THE STATION ON
 AA2282'THE RIGHT. THE STATION IS 40.0 FT (12.2 M) NORTH OF THE CENTERLINE OF
 AA2282'BEVERLY JEFFRIES ROAD, 68.6 FT (20.9 M) WEST OF A JUNCTION POWER POLE,
 AA2282'69.4 FT (21.2 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 31, 104.4 FT
 AA2282'(31.8 M) EAST OF A JUNCTION POWER POLE, 104.7 FT (31.9 M) EAST OF
 AA2282'TELEPHONE CABLE PEDESTAL NO. 32, AND SET FLUSH WITH THE GROUND.
 AA2282'STATION 49-53 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3157 ***********************************************************************
 BH3157  DESIGNATION -  49 6
 BH3157  PID         -  BH3157
 BH3157  STATE/COUNTY-  AL/MOBILE
 BH3157  USGS QUAD   -  THEODORE (1982)
 BH3157
 BH3157                         *CURRENT SURVEY CONTROL
 BH3157  ___________________________________________________________________
 BH3157* NAD 83(1992)-  30 31 50.69219(N)    088 14 04.92667(W)     ADJUSTED  
 BH3157* NAVD 88     -        40.3    (meters)     132.     (feet)  VERTCON   
 BH3157  ___________________________________________________________________
 BH3157  X           -     169,386.911 (meters)                     COMP
 BH3157  Y           -  -5,496,003.030 (meters)                     COMP
 BH3157  Z           -   3,221,197.136 (meters)                     COMP
 BH3157  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 BH3157  ELLIP HEIGHT-          11.78  (meters)          (07/29/02) GPS OBS
 BH3157  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BH3157
 BH3157  HORZ ORDER  -  FIRST
 BH3157  ELLP ORDER  -  FOURTH    CLASS I
 BH3157
 BH3157.The horizontal coordinates were established by GPS observations
 BH3157.and adjusted by the National Geodetic Survey in December 1992..
 BH3157
 BH3157.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3157.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3157
 BH3157.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3157
 BH3157.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3157
 BH3157.The ellipsoidal height was determined by GPS observations
 BH3157.and is referenced to NAD 83.
 BH3157
 BH3157.The geoid height was determined by GEOID03.
 BH3157
 BH3157;                    North         East     Units Scale Factor Converg.
 BH3157;SPC AL W     -    59,062.797   529,495.363   MT  0.99999463   -0 22 23.7
 BH3157;UTM  16      - 3,378,247.304   381,550.173   MT  0.99977308   -0 37 38.3
 BH3157
 BH3157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3157!SPC AL W     -   0.99999815  x   0.99999463  =   0.99999278
 BH3157!UTM  16      -   0.99999815  x   0.99977308  =   0.99977123
 BH3157
 BH3157                          SUPERSEDED SURVEY CONTROL
 BH3157
 BH3157  ELLIP H (01/21/93)   11.82   (m)                       GP(       ) 4 2
 BH3157  ELLIP H (12/04/92)   11.82   (m)                       GP(       ) 4 1
 BH3157  NAD 83(1986)-  30 31 50.71500(N)    088 14 04.92952(W) AD(       ) 1
 BH3157  NGVD 29 (12/04/92)   40.2    (m)          132.     (f) GPS OBS        
 BH3157
 BH3157.Superseded values are not recommended for survey control.
 BH3157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3157.See file dsdata.txt to determine how the superseded data were derived.
 BH3157
 BH3157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8155078247(NAD 83)
 BH3157_MARKER: DD = SURVEY DISK
 BH3157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3157_SP_SET: CONCRETE POST
 BH3157_STAMPING: 49-6 1991
 BH3157_MARK LOGO: ALHD  
 BH3157_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3157+STABILITY: SURFACE MOTION
 BH3157_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3157+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BH3157
 BH3157  HISTORY     - Date     Condition        Report By
 BH3157  HISTORY     - 1991     MONUMENTED       ALHD
 BH3157
 BH3157                          STATION DESCRIPTION
 BH3157
 BH3157'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3157'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTH RIGHT OF WAY OF A
 BH3157'COUNTY GRAVEL ROAD, ABOUT 3.75 MI (6.03 KM) SOUTHWEST OF THEODORE AND
 BH3157'ABOUT 7.20 MI (11.59 KM) NORTHEAST OF GRAND BAY.
 BH3157'TO REACH THE STATION FROM EXIT 15 ON I-10 (MILE POST 17.30 ON U.S. 90)
 BH3157'AT TILLMANS CORNER, DRIVE WEST ON U.S. 90 FOR 6.85 MI (11.02 KM) TO
 BH3157'MILE POST 10.45 AND A CROSS ROAD WITH MOBILE COUNTY ROAD NO. 19 LEFT,
 BH3157'A GRAVEL ROAD WEST, AND A GRAVEL ROAD NORTH, TURN SHARP RIGHT ON THE
 BH3157'GRAVEL ROAD NORTH AND DRIVE NORTH FOR 1.55 MI (2.49 KM) TO A
 BH3157'T-INTERSECTION WITH ANOTHER GRAVEL ROAD, TURN LEFT ON THE GRAVEL ROAD
 BH3157'AND DRIVE WEST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 BH3157'THE STATION IS 6.0 FT (1.8 M) SOUTH OF A SIX-FOOT VERTICAL BACKSLOPE,
 BH3157'23.5 FT (7.2 M) SOUTH OF THE CENTER OF THE GRAVEL ROAD, 97.2 FT
 BH3157'(29.6 M) EAST OF A POWER POLE WITH CIRCUIT BREAKERS, 1.9 FT (0.6 M)
 BH3157'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BH3157'STATION 49-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3158 ***********************************************************************
 BH3158  DESIGNATION -  49 7
 BH3158  PID         -  BH3158
 BH3158  STATE/COUNTY-  AL/MOBILE
 BH3158  USGS QUAD   -  GRAND BAY (1986)
 BH3158
 BH3158                         *CURRENT SURVEY CONTROL
 BH3158  ___________________________________________________________________
 BH3158* NAD 83(1992)-  30 26 10.30437(N)    088 15 17.58942(W)     ADJUSTED  
 BH3158* NAVD 88     -        25.8    (meters)      85.     (feet)  VERTCON   
 BH3158  ___________________________________________________________________
 BH3158  X           -     167,612.336 (meters)                     COMP
 BH3158  Y           -  -5,501,365.127 (meters)                     COMP
 BH3158  Z           -   3,212,156.693 (meters)                     COMP
 BH3158  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BH3158  ELLIP HEIGHT-          -2.43  (meters)          (07/29/02) GPS OBS
 BH3158  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH3158
 BH3158  HORZ ORDER  -  FIRST
 BH3158  ELLP ORDER  -  FOURTH    CLASS I
 BH3158
 BH3158.The horizontal coordinates were established by GPS observations
 BH3158.and adjusted by the National Geodetic Survey in December 1992..
 BH3158
 BH3158.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3158.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3158
 BH3158.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3158
 BH3158.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3158
 BH3158.The ellipsoidal height was determined by GPS observations
 BH3158.and is referenced to NAD 83.
 BH3158
 BH3158.The geoid height was determined by GEOID03.
 BH3158
 BH3158;                    North         East     Units Scale Factor Converg.
 BH3158;SPC AL W     -    48,593.730   527,488.309   MT  0.99999818   -0 22 56.7
 BH3158;UTM  16      - 3,367,789.531   379,497.235   MT  0.99977914   -0 38 08.8
 BH3158
 BH3158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3158!SPC AL W     -   1.00000038  x   0.99999818  =   0.99999856
 BH3158!UTM  16      -   1.00000038  x   0.99977914  =   0.99977952
 BH3158
 BH3158                          SUPERSEDED SURVEY CONTROL
 BH3158
 BH3158  ELLIP H (01/21/93)   -2.40   (m)                       GP(       ) 4 2
 BH3158  ELLIP H (12/04/92)   -2.40   (m)                       GP(       ) 4 1
 BH3158  NAD 83(1986)-  30 26 10.32727(N)    088 15 17.59229(W) AD(       ) 1
 BH3158  NGVD 29 (12/04/92)   25.9    (m)           85.     (f) GPS OBS        
 BH3158
 BH3158.Superseded values are not recommended for survey control.
 BH3158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3158.See file dsdata.txt to determine how the superseded data were derived.
 BH3158
 BH3158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7949767790(NAD 83)
 BH3158_MARKER: DD = SURVEY DISK
 BH3158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3158_SP_SET: CONCRETE POST
 BH3158_STAMPING: 49-7 1991
 BH3158_MARK LOGO: ALHD  
 BH3158_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3158+STABILITY: SURFACE MOTION
 BH3158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3158+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BH3158
 BH3158  HISTORY     - Date     Condition        Report By
 BH3158  HISTORY     - 1991     MONUMENTED       ALHD
 BH3158
 BH3158                          STATION DESCRIPTION
 BH3158
 BH3158'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3158'THE STATION IS LOCATED IN MOBILE COUNTY ON THE WEST RIGHT OF WAY OF A
 BH3158'PAVED COUNTY ROAD, ABOUT 2.30 MI (3.70 KM) NORTH-NORTHWEST OF BAYOU
 BH3158'LA BATRE AND ABOUT 5.75 MI (9.25 KM) SOUTHEAST OF GRAND BAY.
 BH3158'TO REACH THE STATION FROM EXIT 4 ON I-10, DRIVE SOUTH ON ALA 188 FOR
 BH3158'1.35 MI (2.17 KM) TO U.S. 90 AT A TRAFFIC LIGHT AND MILE POST 3.80,
 BH3158'TURN LEFT ON U.S. 90 AND DRIVE EAST FOR 0.20 MILE TO MILE POST 4.00
 BH3158'AND ALA 188 ON THE RIGHT, TURN RIGHT ON ALA 188 AND DRIVE SOUTH FOR
 BH3158'0.45 MI (0.72 KM) TO A T-INTERSECTION WITH MOBILE COUNTY ROAD NO. 11
 BH3158'RIGHT AND ALA 188 LEFT, TURN LEFT ON ALA 188 AND DRIVE EAST AND THEN
 BH3158'SOUTHEAST FOR 5.90 MI (9.49 KM) TO MILE POST 6.75 AND LEE BISHOP ROAD
 BH3158'ON THE LEFT, TURN LEFT ON LEE BISHOP ROAD AND DRIVE NORTH FOR 0.15 MI
 BH3158'(0.24 KM) TO THE STATION ON THE LEFT.
 BH3158'THE STATION IS 1.7 FT (0.5 M) SOUTH-SOUTHEAST OF A FENCE POST WITH NO
 BH3158'FENCE, 2.1 FT (0.6 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 378 1,
 BH3158'2.2 FT (0.7 M) SOUTH OF A FOUR FOOT TALL WHITE STEEL CORNER POST, 2.5
 BH3158'FT (0.8 M) SOUTH-SOUTHEAST OF THE EAST END POST OF A THREE STRAND
 BH3158'BARBED WIRE FENCE, 30.0 FT (9.1 M) WEST OF THE CENTER OF LEE BISHOP
 BH3158'ROAD, 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BH3158'WITH THE GROUND.
 BH3158'STATION 49-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3159 ***********************************************************************
 BH3159  DESIGNATION -  49 8
 BH3159  PID         -  BH3159
 BH3159  STATE/COUNTY-  AL/MOBILE
 BH3159  USGS QUAD   -  GRAND BAY (1986)
 BH3159
 BH3159                         *CURRENT SURVEY CONTROL
 BH3159  ___________________________________________________________________
 BH3159* NAD 83(1992)-  30 26 36.00276(N)    088 15 16.97841(W)     ADJUSTED  
 BH3159* NAVD 88     -        24.0    (meters)      79.     (feet)  VERTCON   
 BH3159  ___________________________________________________________________
 BH3159  X           -     167,616.373 (meters)                     COMP
 BH3159  Y           -  -5,500,962.290 (meters)                     COMP
 BH3159  Z           -   3,212,838.042 (meters)                     COMP
 BH3159  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BH3159  ELLIP HEIGHT-          -4.28  (meters)          (07/29/02) GPS OBS
 BH3159  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH3159
 BH3159  HORZ ORDER  -  FIRST
 BH3159  ELLP ORDER  -  FOURTH    CLASS I
 BH3159
 BH3159.The horizontal coordinates were established by GPS observations
 BH3159.and adjusted by the National Geodetic Survey in December 1992..
 BH3159
 BH3159.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3159.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3159
 BH3159.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3159
 BH3159.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3159
 BH3159.The ellipsoidal height was determined by GPS observations
 BH3159.and is referenced to NAD 83.
 BH3159
 BH3159.The geoid height was determined by GEOID03.
 BH3159
 BH3159;                    North         East     Units Scale Factor Converg.
 BH3159;SPC AL W     -    49,384.968   527,509.895   MT  0.99999814   -0 22 56.7
 BH3159;UTM  16      - 3,368,580.493   379,522.313   MT  0.99977906   -0 38 09.0
 BH3159
 BH3159!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3159!SPC AL W     -   1.00000067  x   0.99999814  =   0.99999881
 BH3159!UTM  16      -   1.00000067  x   0.99977906  =   0.99977973
 BH3159
 BH3159                          SUPERSEDED SURVEY CONTROL
 BH3159
 BH3159  ELLIP H (01/21/93)   -4.24   (m)                       GP(       ) 4 2
 BH3159  ELLIP H (12/04/92)   -4.24   (m)                       GP(       ) 4 1
 BH3159  NAD 83(1986)-  30 26 36.02567(N)    088 15 16.98128(W) AD(       ) 1
 BH3159  NGVD 29 (12/04/92)   24.0    (m)           79.     (f) GPS OBS        
 BH3159
 BH3159.Superseded values are not recommended for survey control.
 BH3159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3159.See file dsdata.txt to determine how the superseded data were derived.
 BH3159
 BH3159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7952268580(NAD 83)
 BH3159_MARKER: DD = SURVEY DISK
 BH3159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3159_SP_SET: CONCRETE POST
 BH3159_STAMPING: 49-8 1991
 BH3159_MARK LOGO: ALHD  
 BH3159_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3159+STABILITY: SURFACE MOTION
 BH3159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3159+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BH3159
 BH3159  HISTORY     - Date     Condition        Report By
 BH3159  HISTORY     - 1991     MONUMENTED       ALHD
 BH3159
 BH3159                          STATION DESCRIPTION
 BH3159
 BH3159'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3159'THE STATION IS LOCATED IN MOBILE COUNTY ON THE EAST RIGHT OF WAY OF A
 BH3159'PAVED COUNTY ROAD, ABOUT 2.75 MI (4.43 KM) NORTH-NORTHWEST OF BAYOU
 BH3159'LA BATRE AND ABOUT 5.60 MI (9.01 KM) SOUTHEAST OF GRAND BAY.
 BH3159'TO REACH THE STATION FROM EXIT 4 ON I-10, DRIVE SOUTH ON ALA 188 FOR
 BH3159'1.35 MI (2.17 KM) TO U.S. 90 AT A TRAFFIC LIGHT AND MILE POST 3.80,
 BH3159'TURN LEFT ON U.S. 90 AND DRIVE EAST FOR 0.20 MILE TO MILE POST 4.00
 BH3159'AND ALA 188 ON THE RIGHT, TURN RIGHT ON ALA 188 AND DRIVE SOUTH FOR
 BH3159'0.45 MI (0.72 KM) TO A T-INTERSECTION WITH MOBILE COUNTY ROAD NO. 11
 BH3159'RIGHT AND ALA 188 LEFT, TURN LEFT ON ALA 188 AND DRIVE EAST AND THEN
 BH3159'SOUTHEAST FOR 5.90 MI (9.49 KM) TO MILE POST 6.75 AND LEE BISHOP ROAD
 BH3159'ON THE LEFT, TURN LEFT ON LEE BISHOP ROAD AND DRIVE NORTH FOR 0.65 MI
 BH3159'(1.05 KM) TO A T-INTERSECTION WITH FOUR MILE ROAD LEFT AND RIGHT AND
 BH3159'THE STATION ON THE RIGHT IN THE SOUTHEAST QUADRANT OF THE
 BH3159'INTERSECTION.
 BH3159'THE STATION IS 19.6 FT (6.0 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE
 BH3159'PEDESTAL NO. 59 10, 32.5 FT (9.9 M) EAST OF THE CENTER OF LEE BISHOP
 BH3159'ROAD, 33.9 FT (10.3 M) SOUTH-SOUTHEAST OF A STOP SIGN AND A LEE
 BH3159'BISHOP ROAD - FOUR MILE ROAD SIGN POST, 56.5 FT (17.2 M) SOUTH OF THE
 BH3159'CENTER OF FOUR MILE ROAD, 1.4 FT (0.4 M) WEST-NORTHWEST OF A
 BH3159'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BH3159'STATION 49-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5024 ***********************************************************************
 BG5024  DESIGNATION -  49 9
 BG5024  PID         -  BG5024
 BG5024  STATE/COUNTY-  AL/MOBILE
 BG5024  USGS QUAD   -  THE BASIN (1985)
 BG5024
 BG5024                         *CURRENT SURVEY CONTROL
 BG5024  ___________________________________________________________________
 BG5024* NAD 83(1992)-  30 54 25.88912(N)    087 58 55.91227(W)     ADJUSTED  
 BG5024* NAVD 88     -         3.6    (meters)      12.     (feet)  VERTCON   
 BG5024  ___________________________________________________________________
 BG5024  X           -     192,854.466 (meters)                     COMP
 BG5024  Y           -  -5,473,865.927 (meters)                     COMP
 BG5024  Z           -   3,257,056.572 (meters)                     COMP
 BG5024  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 BG5024  ELLIP HEIGHT-         -24.88  (meters)          (07/29/02) GPS OBS
 BG5024  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BG5024
 BG5024  HORZ ORDER  -  FIRST
 BG5024  ELLP ORDER  -  FOURTH    CLASS I
 BG5024
 BG5024.The horizontal coordinates were established by GPS observations
 BG5024.and adjusted by the National Geodetic Survey in December 1992..
 BG5024
 BG5024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5024
 BG5024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5024
 BG5024.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5024
 BG5024.The ellipsoidal height was determined by GPS observations
 BG5024.and is referenced to NAD 83.
 BG5024
 BG5024.The geoid height was determined by GEOID03.
 BG5024
 BG5024;                    North         East     Units Scale Factor Converg.
 BG5024;SPC AL W     -   100,664.287   553,906.324   MT  0.99995953   -0 14 51.7
 BG5024;UTM  16      - 3,419,729.740   406,140.564   MT  0.99970867   -0 30 16.4
 BG5024
 BG5024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5024!SPC AL W     -   1.00000391  x   0.99995953  =   0.99996344
 BG5024!UTM  16      -   1.00000391  x   0.99970867  =   0.99971258
 BG5024
 BG5024:                Primary Azimuth Mark                     Grid Az
 BG5024:SPC AL W     -  49 10                                    078 17 14.9
 BG5024:UTM  16      -  49 10                                    078 32 39.6
 BG5024
 BG5024|---------------------------------------------------------------------|
 BG5024| PID    Reference Object                     Distance      Geod. Az  |
 BG5024|                                                           dddmmss.s |
 BG5024| BG5025 49 10                               APPROX. 0.5 KM 0780223.2 |
 BG5024|---------------------------------------------------------------------|
 BG5024
 BG5024                          SUPERSEDED SURVEY CONTROL
 BG5024
 BG5024  ELLIP H (12/04/92)  -24.77   (m)                       GP(       ) 4 1
 BG5024  NAD 83(1992)-  30 54 25.90971(N)    087 58 55.91766(W) AD(       ) 1
 BG5024  NGVD 29 (12/04/92)    3.6    (m)           12.     (f) GPS OBS        
 BG5024
 BG5024.Superseded values are not recommended for survey control.
 BG5024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5024.See file dsdata.txt to determine how the superseded data were derived.
 BG5024
 BG5024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0614119730(NAD 83)
 BG5024_MARKER: DD = SURVEY DISK
 BG5024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5024_SP_SET: CONCRETE POST
 BG5024_STAMPING: 49-9 1991
 BG5024_MARK LOGO: ALHD  
 BG5024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5024+STABILITY: SURFACE MOTION
 BG5024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5024+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BG5024
 BG5024  HISTORY     - Date     Condition        Report By
 BG5024  HISTORY     - 1991     MONUMENTED       ALHD
 BG5024
 BG5024                          STATION DESCRIPTION
 BG5024
 BG5024'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5024'THE STATION IS LOCATED IN MOBILE COUNTY ON THE NORTH RIGHT OF WAY OF A
 BG5024'FRONTAGE ROAD ALONG THE SOUTH SIDE OF I-65, ABOUT 3.65 MI (5.87 KM)
 BG5024'EAST OF CREOLA AND ABOUT 5.50 MI (8.85 KM) NORTHEAST OF SATSUMA.
 BG5024'TO REACH THE STATION FROM EXIT 19 ON I-65 (MILE POST 14.15 ON U.S. 43)
 BG5024'DRIVE NORTH ON U.S. 43 FOR 1.10 MI (1.77 KM) TO MILE POST 15.25, A
 BG5024'TRAFFIC LIGHT, AND THE DEAD LAKE ROAD ON THE RIGHT, TURN RIGHT ON THE
 BG5024'DEAD LAKE ROAD AND DRIVE EAST, CROSSING THE RAILROAD, 0.55 MI
 BG5024'(0.89 KM) TO A T-INTERSECTION WITH A PAVED STREET RIGHT AND THE DEAD
 BG5024'LAKE ROAD LEFT, TURN LEFT ON THE DEAD LAKE ROAD AND DRIVE NORTH FOR
 BG5024'0.25 MI (0.40 KM) TO HARDY DRIVE AHEAD AND DEAD LAKE ROAD ON THE
 BG5024'RIGHT, TURN RIGHT ON THE DEAD LAKE ROAD AND DRIVE EAST, NORTHEAST,
 BG5024'AND THEN NORTH FOR 2.55 MI (4.10 KM) TO A PAVED CROSS ROAD WITH THE
 BG5024'DEAD LAKE ROAD ON THE RIGHT, TURN RIGHT AND DRIVE EAST, SOUTHEAST,
 BG5024'AND THEN EAST FOR 0.90 MI (1.45 KM) TO A SHARP CURVE TO THE RIGHT,
 BG5024'FOLLOW THE SHARP CURVE TO THE RIGHT, PASSING UNDER THE I-65 MOBILE
 BG5024'DELTA BRIDGES FOR 0.10 MI (0.16 KM) TO ANOTHER SHARP CURVE TO THE
 BG5024'RIGHT, FOLLOW THE SHARP CURVE TO THE RIGHT AND DRIVE WEST FOR 0.45 MI
 BG5024'(0.72 KM) TO THE STATION ON THE RIGHT NEAR THE WEST END OF THE
 BG5024'FRONTAGE ROAD.
 BG5024'THE STATION IS 4.0 FT (1.2 M) SOUTH-SOUTHEAST OF THE SOUTH LIMITED
 BG5024'ACCESS FENCE OF I-65, 38.0 FT (11.6 M) NORTH-NORTHWEST OF THE CENTER
 BG5024'OF THE DEAD LAKE FRONTAGE ROAD EXTENSION, 135.3 FT (41.2 M)
 BG5024'WEST-NORTHWEST OF A POWER SERVICE POLE ACROSS THE FRONTAGE ROAD, 146.7
 BG5024'FT (44.7 M) NORTHEAST OF A POWER SERVICE POLE ACROSS THE FRONTAGE
 BG5024'ROAD, 201.4 FT (61.4 M) NORTH OF A FLAG POLE ACROSS THE FRONTAGE
 BG5024'ROAD, 4.0 FT (1.2 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND
 BG5024'SET FLUSH WITH THE GROUND.
 BG5024'STATION 49-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1003 ***********************************************************************
 EE1003  DESIGNATION -  495 MLB
 EE1003  PID         -  EE1003
 EE1003  STATE/COUNTY-  AL/DE KALB
 EE1003  USGS QUAD   -  VALLEY HEAD (1983)
 EE1003
 EE1003                         *CURRENT SURVEY CONTROL
 EE1003  ___________________________________________________________________
 EE1003* NAD 83(1986)-  34 33 32.     (N)    085 36 33.     (W)     SCALED    
 EE1003* NAVD 88     -       372.538  (meters)    1222.24   (feet)  ADJUSTED  
 EE1003  ___________________________________________________________________
 EE1003  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 EE1003  DYNAMIC HT  -         372.153 (meters)    1220.97  (feet)  COMP
 EE1003  MODELED GRAV-     979,590.4   (mgal)                       NAVD 88
 EE1003
 EE1003  VERT ORDER  -  SECOND    CLASS 0
 EE1003
 EE1003.The horizontal coordinates were scaled from a topographic map and have
 EE1003.an estimated accuracy of +/- 6 seconds.
 EE1003
 EE1003.The orthometric height was determined by differential leveling
 EE1003.and adjusted by the National Geodetic Survey in June 1991..
 EE1003
 EE1003.The geoid height was determined by GEOID03.
 EE1003
 EE1003.The dynamic height is computed by dividing the NAVD 88
 EE1003.geopotential number by the normal gravity value computed on the
 EE1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1003.degrees latitude (g = 980.6199 gals.).
 EE1003
 EE1003.The modeled gravity was interpolated from observed gravity values.
 EE1003
 EE1003;                    North         East    Units  Estimated Accuracy
 EE1003;SPC AL E     -   450,120.      220,570.      MT  (+/- 180 meters Scaled)
 EE1003
 EE1003                          SUPERSEDED SURVEY CONTROL
 EE1003
 EE1003  NGVD 29 (??/??/92)  372.517  (m)         1222.17   (f) ADJ UNCH    2 0
 EE1003
 EE1003.Superseded values are not recommended for survey control.
 EE1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1003.See file dsdata.txt to determine how the superseded data were derived.
 EE1003
 EE1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD275250(NAD 83)
 EE1003_MARKER: DD = SURVEY DISK
 EE1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1003_STAMPING: 495 MLB 1944
 EE1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1003+STABILITY: SURFACE MOTION
 EE1003
 EE1003  HISTORY     - Date     Condition        Report By
 EE1003  HISTORY     - 1944     MONUMENTED       TVA
 EE1003  HISTORY     - 1948     GOOD             NGS
 EE1003
 EE1003                          STATION DESCRIPTION
 EE1003
 EE1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EE1003'1.1 MI S FROM VALLEY HEAD.
 EE1003'ABOUT 0.4 MILE SOUTHWEST ALONG THE ALABAMA GREAT SOUTHERN RAILROAD
 EE1003'FROM THE SCHOOL IN VALLEY HEAD, THENCE 0.7 MILE EAST ALONG STATE
 EE1003'HIGHWAY 58, 1.9 MILES SOUTHWEST OF MENTONE, 65 FEET SOUTHWEST OF
 EE1003'THE NORTHWEST CORNER OF A SMALL IMITATION BRICK HOUSE, 76 FEET
 EE1003'EAST OF THE CENTER LINE OF THE HIGHWAY, 37 FEET WEST OF A 20 INCH
 EE1003'WALNUT TREE, 147 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY TO
 EE1003'THE HOUSE AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 EE1003'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5087 ***********************************************************************
 BG5087  DESIGNATION -  496
 BG5087  PID         -  BG5087
 BG5087  STATE/COUNTY-  AL/BALDWIN
 BG5087  USGS QUAD   -  PINE BEACH (1980)
 BG5087
 BG5087                         *CURRENT SURVEY CONTROL
 BG5087  ___________________________________________________________________
 BG5087* NAD 83(1986)-  30 14 33.     (N)    087 50 44.     (W)     SCALED    
 BG5087* NAVD 88     -         2.22   (+/-2cm)       7.3    (feet)  VERTCON   
 BG5087  ___________________________________________________________________
 BG5087  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG5087
 BG5087  VERT ORDER  -  THIRD ? (See Below)
 BG5087
 BG5087.The horizontal coordinates were scaled from a topographic map and have
 BG5087.an estimated accuracy of +/- 6 seconds.
 BG5087
 BG5087.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5087.The vertical order pertains to the NGVD 29 superseded value.
 BG5087
 BG5087.The geoid height was determined by GEOID03.
 BG5087
 BG5087;                    North         East    Units  Estimated Accuracy
 BG5087;SPC AL W     -    26,930.      566,740.      MT  (+/- 180 meters Scaled)
 BG5087
 BG5087                          SUPERSEDED SURVEY CONTROL
 BG5087
 BG5087  NGVD 29 (07/19/86)    2.24   (m)            7.3    (f) LEVELING    3  
 BG5087
 BG5087.Superseded values are not recommended for survey control.
 BG5087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5087.See file dsdata.txt to determine how the superseded data were derived.
 BG5087
 BG5087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU186459(NAD 83)
 BG5087_MARKER: DD = SURVEY DISK
 BG5087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG5087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5087+STABILITY: SURFACE MOTION
 BG5087
 BG5087  HISTORY     - Date     Condition        Report By
 BG5087  HISTORY     - 1939     MONUMENTED       ALGS
 BG5087  HISTORY     - 1958     GOOD             CGS
 BG5087
 BG5087                          STATION DESCRIPTION
 BG5087
 BG5087'DESCRIBED BY ALABAMA GEODETIC SURVEY 1939 (MJS)
 BG5087'9.7 MILES SOUTH ALONG GULF SHORES HIGHWAY (STATE HIGHWAY 3) FROM THE
 BG5087'JUNCTION OF STATE HIGHWAY 89 AT FOLEY, THENCE 9.6 MILES WEST ALONG
 BG5087'FORT MORGAN HIGHWAY (DIXIE GRAVES PARKWAY), 75 FEET SOUTH OF THE
 BG5087'JUNCTION OF A WOODS ROAD LEADING NORTH, 40 FEET WEST OF THE CENTER
 BG5087'LINE OF THE HIGHWAY, AND AT THE NORTH END OF AN S-CURVE OF A
 BG5087'TANGENT OF THE HIGHWAY LEADING NORTHEAST.
 BG5087'
 BG5087'A 12-INCH PINE TREE BEARS N. 47 DEG 30 MIN E. 44 FEET.
 BG5087'
 BG5087'A 30-INCH OAK TREE BEARS S. 77 DEG 30 MIN W. 40 FEET.
 BG5087'
 BG5087'A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BG5087'PROJECTING 6 INCHES ABOVE GROUND.  NO ELEVATION HAS BEEN DETERMINED
 BG5087'FOR THIS STATION.
 BG5087
 BG5087                          STATION RECOVERY (1958)
 BG5087
 BG5087'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BG5087'RECOVERED IN GOOD CONDITION.  STATION IS 10.4 MILES WEST ALONG STATE
 BG5087'HWY 180 FROM THE JUNCTION WITH STATE HWY 59 NORTH OF GULF SHORES,
 BG5087'0.4 MILE WEST OF THE PARKS GROCERY, 40 FT NW OF THE CENTERLINE OF
 BG5087'THE HIGHWAY, NEAR THE CENTER OF THE NORTHERN END OF AN S-CURVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5088 ***********************************************************************
 BG5088  DESIGNATION -  497
 BG5088  PID         -  BG5088
 BG5088  STATE/COUNTY-  AL/BALDWIN
 BG5088  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG5088
 BG5088                         *CURRENT SURVEY CONTROL
 BG5088  ___________________________________________________________________
 BG5088* NAD 83(1986)-  30 14 17.     (N)    087 52 48.     (W)     SCALED    
 BG5088* NAVD 88     -         2.71   (+/-2cm)       8.9    (feet)  VERTCON   
 BG5088  ___________________________________________________________________
 BG5088  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG5088
 BG5088  VERT ORDER  -  THIRD ? (See Below)
 BG5088
 BG5088.The horizontal coordinates were scaled from a topographic map and have
 BG5088.an estimated accuracy of +/- 6 seconds.
 BG5088
 BG5088.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5088.The vertical order pertains to the NGVD 29 superseded value.
 BG5088
 BG5088.The geoid height was determined by GEOID03.
 BG5088
 BG5088;                    North         East    Units  Estimated Accuracy
 BG5088;SPC AL W     -    26,450.      563,430.      MT  (+/- 180 meters Scaled)
 BG5088
 BG5088                          SUPERSEDED SURVEY CONTROL
 BG5088
 BG5088  NGVD 29 (07/19/86)    2.73   (m)            9.0    (f) LEVELING    3  
 BG5088
 BG5088.Superseded values are not recommended for survey control.
 BG5088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5088.See file dsdata.txt to determine how the superseded data were derived.
 BG5088
 BG5088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU153454(NAD 83)
 BG5088_MARKER: DD = SURVEY DISK
 BG5088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG5088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5088+STABILITY: SURFACE MOTION
 BG5088
 BG5088  HISTORY     - Date     Condition        Report By
 BG5088  HISTORY     - 1939     MONUMENTED       ALGS
 BG5088  HISTORY     - 1958     GOOD             CGS
 BG5088  HISTORY     - 20030501 MARK NOT FOUND   USPSQD
 BG5088
 BG5088                          STATION DESCRIPTION
 BG5088
 BG5088'DESCRIBED BY ALABAMA GEODETIC SURVEY 1939 (MJS)
 BG5088'9.7 MILES SOUTH ALONG GULF SHORES HIGHWAY (STATE HIGHWAY 3) FROM THE
 BG5088'JUNCTION OF STATE HIGHWAY 89 AT FOLEY, THENCE 11.8 MILES WEST ALONG
 BG5088'FORT MORGAN HIGHWAY (DIXIE GRAVES PARKWAY), 200 FEET EAST OF A
 BG5088'SLIGHT HIGHWAY S-CURVE, 34 FEET NORTH OF THE CENTER LINE OF THE
 BG5088'HIGHWAY, AND ON A SAND BANK.
 BG5088'
 BG5088'A PINE TREE BEARS S. 52 DEG 00 MIN E. 121 FEET.
 BG5088'
 BG5088'A BLAZED 8-INCH PINE TREE BEARS N. 9 DEG 00 MIN W. 2.5 FEET.
 BG5088'
 BG5088'A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BG5088'PROJECTING 6 INCHES ABOVE GROUND.  NO ELEVATION HAS BEEN DETERMINED
 BG5088'FOR THIS STATION.
 BG5088
 BG5088                          STATION RECOVERY (1958)
 BG5088
 BG5088'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BG5088'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 BG5088'WITH THE FOLLOWING CORRECTION.
 BG5088'
 BG5088'THE FT. MORGAN HWY IS NOW STATE HWY 180.
 BG5088
 BG5088                          STATION RECOVERY (2003)
 BG5088
 BG5088'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5088'THERE HAS BEEN CONSIDERABLE EXCAVATION IN THIS AREA AND MAY POSSIBLY
 BG5088'BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5089 ***********************************************************************
 BG5089  DESIGNATION -  498
 BG5089  PID         -  BG5089
 BG5089  STATE/COUNTY-  AL/BALDWIN
 BG5089  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG5089
 BG5089                         *CURRENT SURVEY CONTROL
 BG5089  ___________________________________________________________________
 BG5089* NAD 83(1986)-  30 14 15.     (N)    087 53 01.     (W)     SCALED    
 BG5089* NAVD 88     -         2.75   (+/-2cm)       9.0    (feet)  VERTCON   
 BG5089  ___________________________________________________________________
 BG5089  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG5089
 BG5089  VERT ORDER  -  THIRD ? (See Below)
 BG5089
 BG5089.The horizontal coordinates were scaled from a topographic map and have
 BG5089.an estimated accuracy of +/- 6 seconds.
 BG5089
 BG5089.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5089.The vertical order pertains to the NGVD 29 superseded value.
 BG5089
 BG5089.The geoid height was determined by GEOID03.
 BG5089
 BG5089;                    North         East    Units  Estimated Accuracy
 BG5089;SPC AL W     -    26,390.      563,080.      MT  (+/- 180 meters Scaled)
 BG5089
 BG5089                          SUPERSEDED SURVEY CONTROL
 BG5089
 BG5089  NGVD 29 (07/19/86)    2.77   (m)            9.1    (f) LEVELING    3  
 BG5089
 BG5089.Superseded values are not recommended for survey control.
 BG5089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5089.See file dsdata.txt to determine how the superseded data were derived.
 BG5089
 BG5089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU149454(NAD 83)
 BG5089_MARKER: DD = SURVEY DISK
 BG5089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG5089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5089+STABILITY: SURFACE MOTION
 BG5089
 BG5089  HISTORY     - Date     Condition        Report By
 BG5089  HISTORY     - 1939     MONUMENTED       ALGS
 BG5089  HISTORY     - 1958     GOOD             CGS
 BG5089  HISTORY     - 20030501 GOOD             USPSQD
 BG5089  HISTORY     - 20040505 GOOD             USPSQD
 BG5089  HISTORY     - 20050726 GOOD             USPSQD
 BG5089
 BG5089                          STATION DESCRIPTION
 BG5089
 BG5089'DESCRIBED BY ALABAMA GEODETIC SURVEY 1939 (MJS)
 BG5089'9.7 MILES SOUTH ALONG GULF SHORES HIGHWAY (STATE HIGHWAY 3) FROM THE
 BG5089'JUNCTION OF STATE HIGHWAY 89 AT FOLEY, THENCE 12.0 MILES WEST ALONG
 BG5089'FORT MORGAN HIGHWAY (DIXIE GRAVES PARKWAY), 62 FEET SOUTH OF THE
 BG5089'CENTER LINE OF THE HIGHWAY AT A SLIGHT CURVE TO THE RIGHT, AND ON
 BG5089'A HIGH SAND BANK.
 BG5089'
 BG5089'A 20-INCH PINE TREE BEARS N. 9 DEG 00 MIN W. 221 FEET.
 BG5089'
 BG5089'A BLAZED 6-INCH PINE TREE BEARS S. 78 DEG 00 MIN W. 5 FEET.
 BG5089'
 BG5089'A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BG5089'PROJECTING 6 INCHES ABOVE GROUND.  NO ELEVATION HAS BEEN DETERMINED
 BG5089'FOR THIS STATION.
 BG5089
 BG5089                          STATION RECOVERY (1958)
 BG5089
 BG5089'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BG5089'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE
 BG5089'WITH THE FOLLOWING CORRECTION.
 BG5089'
 BG5089'FT. MORGAN HWY IS NOW STATE HWY 180.
 BG5089
 BG5089                          STATION RECOVERY (2003)
 BG5089
 BG5089'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5089'THE WITNESS IS MISSING.
 BG5089
 BG5089                          STATION RECOVERY (2004)
 BG5089
 BG5089'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5089'RECOVERED IN GOOD CONDITION.
 BG5089
 BG5089                          STATION RECOVERY (2005)
 BG5089
 BG5089'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG5089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1116 ***********************************************************************
 EF1116  DESIGNATION -  5
 EF1116  PID         -  EF1116
 EF1116  STATE/COUNTY-  AL/COLBERT
 EF1116  USGS QUAD   -  LEIGHTON (1971)
 EF1116
 EF1116                         *CURRENT SURVEY CONTROL
 EF1116  ___________________________________________________________________
 EF1116* NAD 83(1986)-  34 42 07.     (N)    087 31 44.     (W)     SCALED    
 EF1116* NAVD 88     -       174.516  (meters)     572.56   (feet)  ADJUSTED  
 EF1116  ___________________________________________________________________
 EF1116  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EF1116  DYNAMIC HT  -         174.351 (meters)     572.02  (feet)  COMP
 EF1116  MODELED GRAV-     979,685.9   (mgal)                       NAVD 88
 EF1116
 EF1116  VERT ORDER  -  FIRST     CLASS II
 EF1116
 EF1116.The horizontal coordinates were scaled from a topographic map and have
 EF1116.an estimated accuracy of +/- 6 seconds.
 EF1116
 EF1116.The orthometric height was determined by differential leveling
 EF1116.and adjusted by the National Geodetic Survey in June 1991..
 EF1116
 EF1116.The geoid height was determined by GEOID03.
 EF1116
 EF1116.The dynamic height is computed by dividing the NAVD 88
 EF1116.geopotential number by the normal gravity value computed on the
 EF1116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1116.degrees latitude (g = 980.6199 gals.).
 EF1116
 EF1116.The modeled gravity was interpolated from observed gravity values.
 EF1116
 EF1116;                    North         East    Units  Estimated Accuracy
 EF1116;SPC AL W     -   521,380.      597,350.      MT  (+/- 180 meters Scaled)
 EF1116
 EF1116                          SUPERSEDED SURVEY CONTROL
 EF1116
 EF1116  NGVD 29 (??/??/92)  174.47   (m)          572.4    (f) COMPUTED    1 2
 EF1116
 EF1116.Superseded values are not recommended for survey control.
 EF1116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1116.See file dsdata.txt to determine how the superseded data were derived.
 EF1116
 EF1116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD515401(NAD 83)
 EF1116_MARKER: DB = BENCH MARK DISK
 EF1116_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF1116_SP_SET: CURB
 EF1116_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1116
 EF1116  HISTORY     - Date     Condition        Report By
 EF1116  HISTORY     - UNK      MONUMENTED       CGS
 EF1116  HISTORY     - 1934     GOOD             NGS
 EF1116  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF1116  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF1116
 EF1116                          STATION DESCRIPTION
 EF1116
 EF1116'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF1116'IN LEIGHTON.
 EF1116'SQUARE CHISELED IN TOP OF THE WEST CURB OF THE MAIN STREET IN
 EF1116'LEIGHTON.  20 FT. EAST OF THE NORTHEAST CORNER OF THE DEPOT.  20 FT.
 EF1116'WEST OF CENTER OF STREET.  25 FT. SOUTH OF CENTER OF THE SOUTHERN R.R.
 EF1116
 EF1116                          STATION RECOVERY (1973)
 EF1116
 EF1116'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1116'MARK NOT FOUND.
 EF1116
 EF1116                          STATION RECOVERY (1982)
 EF1116
 EF1116'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1116'NOT RECOVERED, RAILROAD STATION IS GONE, PART OF CURB IS GONE,
 EF1116'POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1659 ***********************************************************************
 EF1659  DESIGNATION -  5 1
 EF1659  PID         -  EF1659
 EF1659  STATE/COUNTY-  AL/BLOUNT
 EF1659  USGS QUAD   -  BROOKSVILLE (1983)
 EF1659
 EF1659                         *CURRENT SURVEY CONTROL
 EF1659  ___________________________________________________________________
 EF1659* NAD 83(1992)-  34 09 12.27488(N)    086 29 04.65161(W)     ADJUSTED  
 EF1659* NAVD 88     -       241.1    (meters)     791.     (feet)  VERTCON   
 EF1659  ___________________________________________________________________
 EF1659  X           -     323,989.549 (meters)                     COMP
 EF1659  Y           -  -5,273,957.114 (meters)                     COMP
 EF1659  Z           -   3,560,660.490 (meters)                     COMP
 EF1659  LAPLACE CORR-          -3.18  (seconds)                    DEFLEC99
 EF1659  ELLIP HEIGHT-         212.20  (meters)          (07/29/02) GPS OBS
 EF1659  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EF1659
 EF1659  HORZ ORDER  -  FIRST
 EF1659  ELLP ORDER  -  FOURTH    CLASS I
 EF1659
 EF1659.The horizontal coordinates were established by GPS observations
 EF1659.and adjusted by the National Geodetic Survey in December 1992..
 EF1659
 EF1659.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1659.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1659
 EF1659.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1659
 EF1659.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1659
 EF1659.The ellipsoidal height was determined by GPS observations
 EF1659.and is referenced to NAD 83.
 EF1659
 EF1659.The geoid height was determined by GEOID03.
 EF1659
 EF1659;                    North         East     Units Scale Factor Converg.
 EF1659;SPC AL W     -   460,999.927   693,631.778   MT  1.00004136   +0 34 12.3
 EF1659;SPC AL E     -   405,311.929   139,940.819   MT  1.00000445   -0 21 56.4
 EF1659;UTM  16      - 3,779,285.910   547,508.233   MT  0.99962782   +0 17 21.6
 EF1659
 EF1659!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1659!SPC AL W     -   0.99996669  x   1.00004136  =   1.00000805
 EF1659!SPC AL E     -   0.99996669  x   1.00000445  =   0.99997114
 EF1659!UTM  16      -   0.99996669  x   0.99962782  =   0.99959452
 EF1659
 EF1659                          SUPERSEDED SURVEY CONTROL
 EF1659
 EF1659  ELLIP H (12/04/92)  212.27   (m)                       GP(       ) 4 1
 EF1659  NAD 83(1992)-  34 09 12.28482(N)    086 29 04.65240(W) AD(       ) 1
 EF1659  NGVD 29 (12/04/92)  241.1    (m)          791.     (f) GPS OBS        
 EF1659
 EF1659.Superseded values are not recommended for survey control.
 EF1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1659.See file dsdata.txt to determine how the superseded data were derived.
 EF1659
 EF1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4750879286(NAD 83)
 EF1659_MARKER: DD = SURVEY DISK
 EF1659_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1659_SP_SET: CONCRETE POST
 EF1659_STAMPING: 5 - 1 1989
 EF1659_MARK LOGO: ALHD  
 EF1659_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1659_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1659+STABILITY: SURFACE MOTION
 EF1659_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1659+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1990
 EF1659
 EF1659  HISTORY     - Date     Condition        Report By
 EF1659  HISTORY     - 1989     MONUMENTED       ALHD
 EF1659  HISTORY     - 19900109 GOOD
 EF1659
 EF1659                          STATION DESCRIPTION
 EF1659
 EF1659'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1659'THE STATION IS LOCATED IN BLOUNT COUNTY IN THE COMMUNITY OF
 EF1659'BROOKSVILLE ON THE WEST RIGHT OF WAY OF ALA. 79.
 EF1659'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 79 IN
 EF1659'BROOKSVILLE, DRIVE SOUTH ON ALA. 79 FOR 0.80 MI (1.29 KM) TO MILEPOST
 EF1659'49.90 AND THE STATION ON THE RIGHT BESIDE A SMALL STREAM.
 EF1659'THE STATION IS 56.7 FT (17.3 M) NORTHWEST OF THE CENTER LINE OF ALA.
 EF1659'79, 2.9 FT (0.9 M) SOUTHEAST OF THE PASTURE FENCE ALONG THE WEST
 EF1659'RIGHT OF WAY OF ALA. 79, 33.0 FT (10.1 M) NORTH-NORTHWEST OF THE
 EF1659'NORTHWEST END OF A 42 INCH METAL PIPE UNDER ALA. 79, 12.0 FT (3.7 M)
 EF1659'NORTH-NORTHEAST OF THE CENTER OF A SMALL BRANCH, AND SET FLUSH WITH
 EF1659'THE GROUND.
 EF1659'TVA STATION RAS 645 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1659
 EF1659                          STATION RECOVERY (1990)
 EF1659
 EF1659'RECOVERED 1990
 EF1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2766 ***********************************************************************
 DH2766  DESIGNATION -  5 10
 DH2766  PID         -  DH2766
 DH2766  STATE/COUNTY-  AL/BLOUNT
 DH2766  USGS QUAD   -  ONEONTA (1978)
 DH2766
 DH2766                         *CURRENT SURVEY CONTROL
 DH2766  ___________________________________________________________________
 DH2766* NAD 83(1992)-  33 56 06.37553(N)    086 29 40.83738(W)     ADJUSTED  
 DH2766* NAVD 88     -       240.6    (meters)     789.     (feet)  VERTCON   
 DH2766  ___________________________________________________________________
 DH2766  X           -     323,893.161 (meters)                     COMP
 DH2766  Y           -  -5,287,544.754 (meters)                     COMP
 DH2766  Z           -   3,540,594.623 (meters)                     COMP
 DH2766  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DH2766  ELLIP HEIGHT-         211.44  (meters)          (07/29/02) GPS OBS
 DH2766  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH2766
 DH2766  HORZ ORDER  -  FIRST
 DH2766  ELLP ORDER  -  FOURTH    CLASS I
 DH2766
 DH2766.The horizontal coordinates were established by GPS observations
 DH2766.and adjusted by the National Geodetic Survey in December 1992..
 DH2766
 DH2766.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2766.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2766
 DH2766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2766
 DH2766.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2766
 DH2766.The ellipsoidal height was determined by GPS observations
 DH2766.and is referenced to NAD 83.
 DH2766
 DH2766.The geoid height was determined by GEOID03.
 DH2766
 DH2766;                    North         East     Units Scale Factor Converg.
 DH2766;SPC AL W     -   436,775.833   692,942.730   MT  1.00003979   +0 33 40.6
 DH2766;UTM  16      - 3,755,075.480   546,701.166   MT  0.99962689   +0 16 55.6
 DH2766
 DH2766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2766!SPC AL W     -   0.99996681  x   1.00003979  =   1.00000660
 DH2766!UTM  16      -   0.99996681  x   0.99962689  =   0.99959371
 DH2766
 DH2766:                Primary Azimuth Mark                     Grid Az
 DH2766:SPC AL W     -  5 9                                      212 04 40.2
 DH2766:UTM  16      -  5 9                                      212 21 25.2
 DH2766
 DH2766|---------------------------------------------------------------------|
 DH2766| PID    Reference Object                     Distance      Geod. Az  |
 DH2766|                                                           dddmmss.s |
 DH2766| DH2754 5 9                                 477.670 METERS 2123820.8 |
 DH2766|---------------------------------------------------------------------|
 DH2766
 DH2766                          SUPERSEDED SURVEY CONTROL
 DH2766
 DH2766  ELLIP H (12/04/92)  211.51   (m)                       GP(       ) 4 1
 DH2766  NAD 83(1986)-  33 56 06.38433(N)    086 29 40.83663(W) AD(       ) 1
 DH2766  NGVD 29 (12/04/92)  240.5    (m)          789.     (f) GPS OBS        
 DH2766
 DH2766.Superseded values are not recommended for survey control.
 DH2766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2766.See file dsdata.txt to determine how the superseded data were derived.
 DH2766
 DH2766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4670155075(NAD 83)
 DH2766_MARKER: DD = SURVEY DISK
 DH2766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2766_SP_SET: CONCRETE POST
 DH2766_STAMPING: 5 - 10 1989
 DH2766_MARK LOGO: ALHD  
 DH2766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2766+STABILITY: SURFACE MOTION
 DH2766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2766+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 DH2766
 DH2766  HISTORY     - Date     Condition        Report By
 DH2766  HISTORY     - 1989     MONUMENTED       ALHD
 DH2766  HISTORY     - 19900109 GOOD
 DH2766  HISTORY     - 19980713 GOOD             JCLS
 DH2766
 DH2766                          STATION DESCRIPTION
 DH2766
 DH2766'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2766'THE STATION IS LOCATED IN BLOUNT COUNTY ON THE WEST RIGHT OF WAY OF
 DH2766'ALA 75 IN THE SOUTH SIDE OF ONEONTA.
 DH2766'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 NORTH AND ALA 75
 DH2766'IN ONEONTA, DRIVE SOUTHWEST ON ALA 75 2.57 KM (1.60 MI) TO MILE POST
 DH2766'27.75 AND THE STATION ON THE RIGHT NEAR THE NORTH END OF THE ONEONTA
 DH2766'CITY SCHOOL PARKING LOT.
 DH2766'THE STATION IS 43.89 M (144.00 FT) NORTHEAST OF THE NORTH ONE OF FOUR
 DH2766'METAL LIGHT POLES, 24.38 M (79.99 FT) SOUTH - SOUTHWEST OF THE
 DH2766'CENTERLINE OF THE ENTRANCE DRIVEWAY TO THE SCHOOL PARKING LOT, 21.03
 DH2766'M (69.00 FT) WEST - NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND
 DH2766'LANES OF ALA 75, 20.45 M (67.09 FT) NORTH - NORTHWEST OF THE WEST LEG
 DH2766'OF THE HIGHWAY DEPARTMENT DISTRICT 32 SIGN, 13.96 M (45.80 FT) WEST -
 DH2766'SOUTHWEST OF A ONE WAY SIGN POST, 8.38 M (27.49 FT) EAST - SOUTHEAST
 DH2766'OF THE SOUTHEAST EDGE OF THE PARKING LOT FOR THE ONEONTA CITY SCHOOL,
 DH2766'APPROXIMATELY 121.92 M (400.00 FT) NORTHEAST OF THE SCHOOL BUILDINGS,
 DH2766'AND SET FLUSH WITH THE GROUND.
 DH2766'STATION 5 - 9 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2766'BEFORE USING THIS STATION, PLEASE NOTIFY
 DH2766'ONEONTA POLICE DEPARTMENT
 DH2766'100 JACK FENDLEY DRIVE
 DH2766'ONEONTA, ALABAMA 35121
 DH2766'PHONE 205 - 625 - 4361.
 DH2766
 DH2766                          STATION RECOVERY (1990)
 DH2766
 DH2766'RECOVERED 1990
 DH2766'RECOVERED IN GOOD CONDITION.
 DH2766
 DH2766                          STATION RECOVERY (1998)
 DH2766
 DH2766'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 DH2766'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1903 ***********************************************************************
 AA1903  DESIGNATION -  5 11
 AA1903  PID         -  AA1903
 AA1903  STATE/COUNTY-  AL/BLOUNT
 AA1903  USGS QUAD   -  CREEL (1978)
 AA1903
 AA1903                         *CURRENT SURVEY CONTROL
 AA1903  ___________________________________________________________________
 AA1903* NAD 83(1992)-  33 50 33.39131(N)    086 55 26.29850(W)     ADJUSTED  
 AA1903* NAVD 88     -       239.4    (meters)     785.     (feet)  VERTCON   
 AA1903  ___________________________________________________________________
 AA1903  X           -     284,573.907 (meters)                     COMP
 AA1903  Y           -  -5,295,535.254 (meters)                     COMP
 AA1903  Z           -   3,532,077.309 (meters)                     COMP
 AA1903  LAPLACE CORR-          -2.93  (seconds)                    DEFLEC99
 AA1903  ELLIP HEIGHT-         210.93  (meters)          (07/29/02) GPS OBS
 AA1903  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AA1903
 AA1903  HORZ ORDER  -  FIRST
 AA1903  ELLP ORDER  -  FOURTH    CLASS I
 AA1903
 AA1903.The horizontal coordinates were established by GPS observations
 AA1903.and adjusted by the National Geodetic Survey in September 1994..
 AA1903
 AA1903.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1903.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1903
 AA1903.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1903
 AA1903.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1903
 AA1903.The ellipsoidal height was determined by GPS observations
 AA1903.and is referenced to NAD 83.
 AA1903
 AA1903.The geoid height was determined by GEOID03.
 AA1903
 AA1903;                    North         East     Units Scale Factor Converg.
 AA1903;SPC AL W     -   426,210.889   653,310.978   MT  0.99996836   +0 19 14.9
 AA1903;UTM  16      - 3,744,707.564   507,033.962   MT  0.99960061   +0 02 32.4
 AA1903
 AA1903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1903!SPC AL W     -   0.99996689  x   0.99996836  =   0.99993525
 AA1903!UTM  16      -   0.99996689  x   0.99960061  =   0.99956751
 AA1903
 AA1903:                Primary Azimuth Mark                     Grid Az
 AA1903:SPC AL W     -  5 12                                     119 09 09.6
 AA1903:UTM  16      -  5 12                                     119 25 52.1
 AA1903
 AA1903|---------------------------------------------------------------------|
 AA1903| PID    Reference Object                     Distance      Geod. Az  |
 AA1903|                                                           dddmmss.s |
 AA1903| AA1904 5 12                                APPROX. 0.5 KM 1192824.5 |
 AA1903|---------------------------------------------------------------------|
 AA1903
 AA1903                          SUPERSEDED SURVEY CONTROL
 AA1903
 AA1903  ELLIP H (09/29/94)  210.99   (m)                       GP(       ) 3 2
 AA1903  NGVD 29 (09/29/94)  239.4    (m)          785.     (f) GPS OBS        
 AA1903
 AA1903.Superseded values are not recommended for survey control.
 AA1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1903.See file dsdata.txt to determine how the superseded data were derived.
 AA1903
 AA1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0703444708(NAD 83)
 AA1903_MARKER: DD = SURVEY DISK
 AA1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1903_SP_SET: CONCRETE POST
 AA1903_STAMPING: 5-11 1993
 AA1903_MARK LOGO: ALHD  
 AA1903_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1903+STABILITY: SURFACE MOTION
 AA1903_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1903+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1903
 AA1903  HISTORY     - Date     Condition        Report By
 AA1903  HISTORY     - 1993     MONUMENTED       ALHD
 AA1903
 AA1903                          STATION DESCRIPTION
 AA1903
 AA1903'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1903'THE STATION IS IN BLOUNT COUNTY ON THE EAST RIGHT OF WAY OF BLOUNT
 AA1903'COUNTY ROAD 40 ABOUT 25.00 MI (40.23 KM) SOUTHWEST OF BLOUNTSVILLE AND
 AA1903'ABOUT 22.10 MI (35.57 KM) SOUTHWEST OF CLEVELAND. TO REACH THE STATION
 AA1903'FROM THE END OF THE SOUTH BOUND OFF RAMP OF EXIT 284 ON I-65 (MILEPOST
 AA1903'284.84 ON I-65 AND MILEPOST 0.00 ON AL 160), DRIVE WEST ON A PAVED
 AA1903'COUNTY ROAD FOR 0.10 MI (0.16 KM) TO A T-INTERSECTION WITH BLOUNT
 AA1903'COUNTY ROAD 8 LEFT AND RIGHT. TURN RIGHT ON BLOUNT COUNTY ROAD 8 AND
 AA1903'DRIVE NORTH, WEST, AND SOUTHWEST FOR 4.80 MI (7.72 KM) TO THE
 AA1903'BLOUNT-JEFFERSON COUNTY LINE, CONTINUE SOUTHWEST ON JEFFERSON COUNTY
 AA1903'ROAD 8 FOR 0.70 MI (1.13 KM) TO A Y-INTERSECTION WITH JEFFERSON COUNTY
 AA1903'ROAD 8 STRAIGHT AHEAD AND BLOUNT COUNTY ROAD 16 BEARING TO THE RIGHT.
 AA1903'BEAR RIGHT ON BLOUNT COUNTY ROAD 16 (RED HILL SCHOOL ROAD) AND DRIVE
 AA1903'NORTHWEST FOR 1.60 MI (2.57 KM) TO A PAVED CROSSROADS WITH BLOUNT
 AA1903'COUNTY ROAD 40 LEFT AND RIGHT AND THE STATION ON THE RIGHT IN THE WEST
 AA1903'YARD OF RED HILL COMMUNITY CENTER. THE STATION IS 50.3 FT (15.3 M)
 AA1903'EAST-SOUTHEAST OF THE CENTERLINE OF BLOUNT COUNTY ROAD 40, 68.8 FT
 AA1903'(21.0 M) NORTH OF A FIRE HYDRANT, 73.3 FT (22.3 M) NORTH-NORTHEAST OF
 AA1903'A TELEPHONE CABLE PEDESTAL, 81.2 FT (24.7 M) NORTH-NORTHEAST OF A
 AA1903'JUNCTION POWER POLE WITH ONE GUY WIRE, 94.3 FT (28.7 M) WEST OF THE
 AA1903'NORTHWEST CORNER OF RED HILL COMMUNITY CENTER, 94.6 FT (28.8 M)
 AA1903'WEST-NORTHWEST OF THE SOUTHWEST CORNER OF RED HILL COMMUNITY CENTER,
 AA1903'100.0 FT (30.5 M) NORTH-NORTHEAST OF A STOP SIGN, 2.2 FT (0.7 M) SOUTH
 AA1903'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA1903'5-12 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1904 ***********************************************************************
 AA1904  DESIGNATION -  5 12
 AA1904  PID         -  AA1904
 AA1904  STATE/COUNTY-  AL/BLOUNT
 AA1904  USGS QUAD   -  CREEL (1978)
 AA1904
 AA1904                         *CURRENT SURVEY CONTROL
 AA1904  ___________________________________________________________________
 AA1904* NAD 83(1992)-  33 50 25.27204(N)    086 55 09.08284(W)     ADJUSTED  
 AA1904* NAVD 88     -       244.2    (meters)     801.     (feet)  VERTCON   
 AA1904  ___________________________________________________________________
 AA1904  X           -     285,023.590 (meters)                     COMP
 AA1904  Y           -  -5,295,654.517 (meters)                     COMP
 AA1904  Z           -   3,531,872.150 (meters)                     COMP
 AA1904  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AA1904  ELLIP HEIGHT-         215.65  (meters)          (07/29/02) GPS OBS
 AA1904  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AA1904
 AA1904  HORZ ORDER  -  FIRST
 AA1904  ELLP ORDER  -  FOURTH    CLASS I
 AA1904
 AA1904.The horizontal coordinates were established by GPS observations
 AA1904.and adjusted by the National Geodetic Survey in September 1994..
 AA1904
 AA1904.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1904.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1904
 AA1904.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1904
 AA1904.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1904
 AA1904.The ellipsoidal height was determined by GPS observations
 AA1904.and is referenced to NAD 83.
 AA1904
 AA1904.The geoid height was determined by GEOID03.
 AA1904
 AA1904;                    North         East     Units Scale Factor Converg.
 AA1904;SPC AL W     -   425,963.227   653,754.979   MT  0.99996894   +0 19 24.4
 AA1904;UTM  16      - 3,744,457.839   507,476.591   MT  0.99960069   +0 02 42.0
 AA1904
 AA1904!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1904!SPC AL W     -   0.99996615  x   0.99996894  =   0.99993509
 AA1904!UTM  16      -   0.99996615  x   0.99960069  =   0.99956685
 AA1904
 AA1904:                Primary Azimuth Mark                     Grid Az
 AA1904:SPC AL W     -  5 11                                     299 09 09.7
 AA1904:UTM  16      -  5 11                                     299 25 52.1
 AA1904
 AA1904|---------------------------------------------------------------------|
 AA1904| PID    Reference Object                     Distance      Geod. Az  |
 AA1904|                                                           dddmmss.s |
 AA1904| AA1903 5 11                                APPROX. 0.5 KM 2992834.1 |
 AA1904|---------------------------------------------------------------------|
 AA1904
 AA1904                          SUPERSEDED SURVEY CONTROL
 AA1904
 AA1904  ELLIP H (09/29/94)  215.70   (m)                       GP(       ) 3 2
 AA1904  NGVD 29 (09/29/94)  244.1    (m)          801.     (f) GPS OBS        
 AA1904
 AA1904.Superseded values are not recommended for survey control.
 AA1904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1904.See file dsdata.txt to determine how the superseded data were derived.
 AA1904
 AA1904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0747744458(NAD 83)
 AA1904_MARKER: DD = SURVEY DISK
 AA1904_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1904_SP_SET: CONCRETE POST
 AA1904_STAMPING: 5-12 1993
 AA1904_MARK LOGO: ALHD  
 AA1904_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1904_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1904+STABILITY: SURFACE MOTION
 AA1904_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1904+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1904
 AA1904  HISTORY     - Date     Condition        Report By
 AA1904  HISTORY     - 1993     MONUMENTED       ALHD
 AA1904
 AA1904                          STATION DESCRIPTION
 AA1904
 AA1904'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1904'THE STATION IS IN BLOUNT COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA1904'BLOUNT COUNTY ROAD 16 ABOUT 25.00 MI (40.23 KM) SOUTHWEST OF
 AA1904'BLOUNTSVILLE AND ABOUT 22.05 MI (35.49 KM) SOUTHWEST OF CLEVELAND. TO
 AA1904'REACH THE STATION FROM THE END OF THE SOUTH BOUND OFF RAMP OF EXIT 284
 AA1904'ON I-65 (MILEPOST 284.84 ON I-65 AND MILEPOST 0.00 ON AL 160), DRIVE
 AA1904'WEST ON A PAVED COUNTY ROAD FOR 0.10 MI (0.16 KM) TO A T-INTERSECTION
 AA1904'WITH BLOUNT COUNTY ROAD 8 LEFT AND RIGHT. TURN RIGHT ON BLOUNT COUNTY
 AA1904'ROAD 8 AND DRIVE NORTH, WEST, AND SOUTHWEST FOR 4.80 MI (7.72 KM) TO
 AA1904'THE BLOUNT-JEFFERSON COUNTY LINE. CONTINUE SOUTHWEST ON JEFFERSON
 AA1904'COUNTY ROAD 8 FOR 0.70 MI (1.13 KM) TO A Y-INTERSECTION WITH JEFFERSON
 AA1904'COUNTY ROAD 8 STRAIGHT AHEAD AND BLOUNT COUNTY ROAD 16 BEARING TO THE
 AA1904'RIGHT. BEAR RIGHT ON BLOUNT COUNTY ROAD 16 (RED HILL SCHOOL ROAD) AND
 AA1904'DRIVE NORTHWEST FOR 1.25 MI (2.01 KM) TO THE STATION ON THE LEFT. THE
 AA1904'STATION IS 22.5 FT (6.9 M) SOUTHWEST OF THE CENTERLINE OF BLOUNT
 AA1904'COUNTY ROAD 16, 94.3 FT (28.7 M) NORTHWEST OF A TRANSFORMER POWER
 AA1904'POLE, 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET
 AA1904'FLUSH WITH THE GROUND. STATION 5-11 1993 MAY BE USED AS AN AZIMUTH FOR
 AA1904'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1905 ***********************************************************************
 AA1905  DESIGNATION -  5 13
 AA1905  PID         -  AA1905
 AA1905  STATE/COUNTY-  AL/BLOUNT
 AA1905  USGS QUAD   -  TRAFFORD (1986)
 AA1905
 AA1905                         *CURRENT SURVEY CONTROL
 AA1905  ___________________________________________________________________
 AA1905* NAD 83(1992)-  33 49 18.55217(N)    086 43 10.13145(W)     ADJUSTED  
 AA1905* NAVD 88     -       174.0    (meters)     571.     (feet)  VERTCON   
 AA1905  ___________________________________________________________________
 AA1905  X           -     303,542.358 (meters)                     COMP
 AA1905  Y           -  -5,295,712.948 (meters)                     COMP
 AA1905  Z           -   3,530,125.133 (meters)                     COMP
 AA1905  LAPLACE CORR-          -2.31  (seconds)                    DEFLEC99
 AA1905  ELLIP HEIGHT-         145.00  (meters)          (07/29/02) GPS OBS
 AA1905  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA1905
 AA1905  HORZ ORDER  -  FIRST
 AA1905  ELLP ORDER  -  FOURTH    CLASS I
 AA1905
 AA1905.The horizontal coordinates were established by GPS observations
 AA1905.and adjusted by the National Geodetic Survey in September 1994..
 AA1905
 AA1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1905
 AA1905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1905
 AA1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1905
 AA1905.The ellipsoidal height was determined by GPS observations
 AA1905.and is referenced to NAD 83.
 AA1905
 AA1905.The geoid height was determined by GEOID03.
 AA1905
 AA1905;                    North         East     Units Scale Factor Converg.
 AA1905;SPC AL W     -   424,029.878   672,254.332   MT  0.99999767   +0 26 04.1
 AA1905;UTM  16      - 3,742,435.396   525,959.328   MT  0.99960831   +0 09 22.1
 AA1905
 AA1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1905!SPC AL W     -   0.99997724  x   0.99999767  =   0.99997491
 AA1905!UTM  16      -   0.99997724  x   0.99960831  =   0.99958556
 AA1905
 AA1905:                Primary Azimuth Mark                     Grid Az
 AA1905:SPC AL W     -  5 14                                     092 54 24.0
 AA1905:UTM  16      -  5 14                                     093 11 06.0
 AA1905
 AA1905|---------------------------------------------------------------------|
 AA1905| PID    Reference Object                     Distance      Geod. Az  |
 AA1905|                                                           dddmmss.s |
 AA1905| AA1906 5 14                                465.398 METERS 0932028.1 |
 AA1905|---------------------------------------------------------------------|
 AA1905
 AA1905                          SUPERSEDED SURVEY CONTROL
 AA1905
 AA1905  ELLIP H (09/29/94)  145.06   (m)                       GP(       ) 3 2
 AA1905  NGVD 29 (09/29/94)  174.0    (m)          571.     (f) GPS OBS        
 AA1905
 AA1905.Superseded values are not recommended for survey control.
 AA1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1905.See file dsdata.txt to determine how the superseded data were derived.
 AA1905
 AA1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2595942435(NAD 83)
 AA1905_MARKER: DD = SURVEY DISK
 AA1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1905_SP_SET: CONCRETE POST
 AA1905_STAMPING: 5-13 1993
 AA1905_MARK LOGO: ALHD  
 AA1905_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1905+STABILITY: SURFACE MOTION
 AA1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1905+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 AA1905
 AA1905  HISTORY     - Date     Condition        Report By
 AA1905  HISTORY     - 1993     MONUMENTED       ALHD
 AA1905  HISTORY     - 19980713 GOOD             JCLS
 AA1905
 AA1905                          STATION DESCRIPTION
 AA1905
 AA1905'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1905'THE STATION IS IN BLOUNT COUNTY ON THE NORTH RIGHT OF WAY OF BLOUNT
 AA1905'COUNTY ROAD 22 ABOUT 14.05 MI (22.61 KM) SOUTH-SOUTHWEST OF CLEVELAND
 AA1905'AND ABOUT 16.15 MI (25.99 KM) SOUTHWEST OF ONEONTA. TO REACH THE
 AA1905'STATION FROM THE JUNCTION OF U.S. 231 AND AL 160 WEST (MILEPOST 262.33
 AA1905'ON U.S. 231 AND MILEPOST 18.38 ON AL 160) IN CLEVELAND, DRIVE
 AA1905'SOUTHWEST ON AL 160 FOR 0.75 MI (1.21 KM) TO MILEPOST 17.60, AL 160
 AA1905'STRAIGHT AHEAD, AND AL 79 LEFT AND RIGHT. TURN LEFT ON AL 79 AND DRIVE
 AA1905'SOUTH AND SOUTHWEST FOR 13.95 MI (22.45 KM) TO MILEPOST 22.25 AND
 AA1905'BLOUNT COUNTY ROAD 22 RIGHT. TURN RIGHT ON BLOUNT COUNTY ROAD 22 AND
 AA1905'DRIVE WEST FOR 2.45 MI (3.94 KM) TO THE STATION ON THE LEFT. THE
 AA1905'STATION IS 21.5 FT (6.6 M) WEST-NORTHWEST OF A HOLSTON CHAPEL RIGHT
 AA1905'SIGN, 33.3 FT (10.1 M) NORTH OF THE CENTERLINE OF BLOUNT COUNTY ROAD
 AA1905'22, 57.0 FT (17.4 M) NORTH-NORTHWEST OF A POWER POLE WITH TWO GUY
 AA1905'WIRES AND A NIGHT LITE ACROSS THE ROAD, 108.3 FT (33.0 M) WEST OF A
 AA1905'METAL MAILBOX ON A WHITE FOUR BY FOUR WOOD POST, 122.1 FT (37.2 M)
 AA1905'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A CALVERT PRODUCE STORE
 AA1905'ACROSS THE ROAD, 126.0 FT (38.4 M) NORTH OF THE NORTHEAST CORNER OF A
 AA1905'CALVERT PRODUCE STORE ACROSS THE ROAD, 2,1 FT SOUTH OF A CARSONITE
 AA1905'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 5-14 1993 MAY BE
 AA1905'USED AS AN AZIMUTH FOR THIS STATION.
 AA1905
 AA1905                          STATION RECOVERY (1998)
 AA1905
 AA1905'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA1905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1906 ***********************************************************************
 AA1906  DESIGNATION -  5 14
 AA1906  PID         -  AA1906
 AA1906  STATE/COUNTY-  AL/BLOUNT
 AA1906  USGS QUAD   -  TRAFFORD (1986)
 AA1906
 AA1906                         *CURRENT SURVEY CONTROL
 AA1906  ___________________________________________________________________
 AA1906* NAD 83(1992)-  33 49 17.67147(N)    086 42 52.06460(W)     ADJUSTED  
 AA1906* NAVD 88     -       174.6    (meters)     573.     (feet)  VERTCON   
 AA1906  ___________________________________________________________________
 AA1906  X           -     304,007.105 (meters)                     COMP
 AA1906  Y           -  -5,295,701.909 (meters)                     COMP
 AA1906  Z           -   3,530,102.917 (meters)                     COMP
 AA1906  LAPLACE CORR-          -2.23  (seconds)                    DEFLEC99
 AA1906  ELLIP HEIGHT-         145.59  (meters)          (07/29/02) GPS OBS
 AA1906  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA1906
 AA1906  HORZ ORDER  -  FIRST
 AA1906  ELLP ORDER  -  FOURTH    CLASS I
 AA1906
 AA1906.The horizontal coordinates were established by GPS observations
 AA1906.and adjusted by the National Geodetic Survey in September 1994..
 AA1906
 AA1906.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1906.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1906
 AA1906.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1906
 AA1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1906
 AA1906.The ellipsoidal height was determined by GPS observations
 AA1906.and is referenced to NAD 83.
 AA1906
 AA1906.The geoid height was determined by GEOID03.
 AA1906
 AA1906;                    North         East     Units Scale Factor Converg.
 AA1906;SPC AL W     -   424,006.278   672,719.130   MT  0.99999850   +0 26 14.1
 AA1906;UTM  16      - 3,742,409.548   526,423.825   MT  0.99960861   +0 09 32.2
 AA1906
 AA1906!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1906!SPC AL W     -   0.99997714  x   0.99999850  =   0.99997564
 AA1906!UTM  16      -   0.99997714  x   0.99960861  =   0.99958576
 AA1906
 AA1906:                Primary Azimuth Mark                     Grid Az
 AA1906:SPC AL W     -  5 13                                     272 54 24.1
 AA1906:UTM  16      -  5 13                                     273 11 06.0
 AA1906
 AA1906|---------------------------------------------------------------------|
 AA1906| PID    Reference Object                     Distance      Geod. Az  |
 AA1906|                                                           dddmmss.s |
 AA1906| AA1905 5 13                                465.398 METERS 2732038.2 |
 AA1906|---------------------------------------------------------------------|
 AA1906
 AA1906                          SUPERSEDED SURVEY CONTROL
 AA1906
 AA1906  ELLIP H (09/29/94)  145.65   (m)                       GP(       ) 3 2
 AA1906  NGVD 29 (09/29/94)  174.6    (m)          573.     (f) GPS OBS        
 AA1906
 AA1906.Superseded values are not recommended for survey control.
 AA1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1906.See file dsdata.txt to determine how the superseded data were derived.
 AA1906
 AA1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2642442410(NAD 83)
 AA1906_MARKER: DD = SURVEY DISK
 AA1906_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1906_SP_SET: CONCRETE POST
 AA1906_STAMPING: 5-14 1993
 AA1906_MARK LOGO: ALHD  
 AA1906_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1906_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1906+STABILITY: SURFACE MOTION
 AA1906_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1906+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1906
 AA1906  HISTORY     - Date     Condition        Report By
 AA1906  HISTORY     - 1993     MONUMENTED       ALHD
 AA1906
 AA1906                          STATION DESCRIPTION
 AA1906
 AA1906'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1906'THE STATION IS IN BLOUNT COUNTY ON THE SOUTH RIGHT OF WAY OF BLOUNT
 AA1906'COUNTY ROAD 22 ABOUT 14.00 MI (22.53 KM) SOUTH-SOUTHWEST OF CLEVELAND
 AA1906'AND ABOUT 15.90 MI (25.59 KM) SOUTHWEST OF ONEONTA. TO REACH THE
 AA1906'STATION FROM THE JUNCTION OF U.S. 231 AND AL 160 WEST (MILEPOST 262.33
 AA1906'ON U.S. 231 AND MILEPOST 18.38 ON AL 160) IN CLEVELAND, DRIVE
 AA1906'SOUTHWEST ON AL 160 FOR 0.75 MI (1.21 KM) TO MILEPOST 17.60, AL 160
 AA1906'STRAIGHT AHEAD, AND AL 79 LEFT AND RIGHT. TURN LEFT ON AL 79 AND DRIVE
 AA1906'SOUTH AND SOUTHWEST FOR 13.95 MI (22.45 KM) TO MILEPOST 22.25 AND
 AA1906'BLOUNT COUNTY ROAD 22 RIGHT. TURN RIGHT ON BLOUNT COUNTY ROAD 22 AND
 AA1906'DRIVE WEST FOR 2.75 MI (4.43 KM) TO THE STATION ON THE RIGHT. THE
 AA1906'STATION IS 3.0 FT (0.9 M) NORTH OF A FIVE STRAND BARBED WIRE FENCE ON
 AA1906'TREATED WOOD POSTS, 25.5 FT (7.8 M) SOUTH OF THE CENTERLINE OF BLOUNT
 AA1906'COUNTY ROAD 22, 139.5 FT (42.5 M) WEST-SOUTHWEST OF AN ANGLE POWER AND
 AA1906'CABLE POLE WITH THREE GUY WIRES ACROSS THE ROAD, 169.4 FT (51.6 M)
 AA1906'WEST OF THE NORTHEAST FENCE CORNER OF A FIVE STRAND BARBED WIRE FENCE
 AA1906'ON TREATED WOOD POSTS, 205.0 FT (62.5 M) EAST-SOUTHEAST OF A POWER AND
 AA1906'CABLE POLE ACROSS THE ROAD, 2.8 FT (0.9 M) NORTH OF A CARSONITE
 AA1906'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 5-13 1993 MAY BE
 AA1906'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1907 ***********************************************************************
 AA1907  DESIGNATION -  5 15
 AA1907  PID         -  AA1907
 AA1907  STATE/COUNTY-  AL/BLOUNT
 AA1907  USGS QUAD   -  REMLAP (1986)
 AA1907
 AA1907                         *CURRENT SURVEY CONTROL
 AA1907  ___________________________________________________________________
 AA1907* NAD 83(1992)-  33 48 33.34442(N)    086 30 13.47610(W)     ADJUSTED  
 AA1907* NAVD 88     -       412.9    (meters)    1355.     (feet)  VERTCON   
 AA1907  ___________________________________________________________________
 AA1907  X           -     323,539.641 (meters)                     COMP
 AA1907  Y           -  -5,295,504.168 (meters)                     COMP
 AA1907  Z           -   3,529,100.656 (meters)                     COMP
 AA1907  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AA1907  ELLIP HEIGHT-         383.68  (meters)          (07/29/02) GPS OBS
 AA1907  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AA1907
 AA1907  HORZ ORDER  -  FIRST
 AA1907  ELLP ORDER  -  FOURTH    CLASS I
 AA1907
 AA1907.The horizontal coordinates were established by GPS observations
 AA1907.and adjusted by the National Geodetic Survey in September 1994..
 AA1907
 AA1907.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1907.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1907
 AA1907.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1907
 AA1907.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1907
 AA1907.The ellipsoidal height was determined by GPS observations
 AA1907.and is referenced to NAD 83.
 AA1907
 AA1907.The geoid height was determined by GEOID03.
 AA1907
 AA1907;                    North         East     Units Scale Factor Converg.
 AA1907;SPC AL W     -   422,809.382   692,239.795   MT  1.00003818   +0 33 15.8
 AA1907;UTM  16      - 3,741,118.373   545,930.621   MT  0.99962601   +0 16 34.1
 AA1907
 AA1907!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1907!SPC AL W     -   0.99993977  x   1.00003818  =   0.99997795
 AA1907!UTM  16      -   0.99993977  x   0.99962601  =   0.99956580
 AA1907
 AA1907:                Primary Azimuth Mark                     Grid Az
 AA1907:SPC AL W     -  5 16                                     052 14 31.9
 AA1907:UTM  16      -  5 16                                     052 31 13.6
 AA1907
 AA1907|---------------------------------------------------------------------|
 AA1907| PID    Reference Object                     Distance      Geod. Az  |
 AA1907|                                                           dddmmss.s |
 AA1907| AA1908 5 16                                436.045 METERS 0524747.7 |
 AA1907|---------------------------------------------------------------------|
 AA1907
 AA1907                          SUPERSEDED SURVEY CONTROL
 AA1907
 AA1907  ELLIP H (09/29/94)  383.74   (m)                       GP(       ) 3 2
 AA1907  NGVD 29 (09/29/94)  412.8    (m)         1354.     (f) GPS OBS        
 AA1907
 AA1907.Superseded values are not recommended for survey control.
 AA1907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1907.See file dsdata.txt to determine how the superseded data were derived.
 AA1907
 AA1907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4593141118(NAD 83)
 AA1907_MARKER: DD = SURVEY DISK
 AA1907_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1907_SP_SET: CONCRETE POST
 AA1907_STAMPING: 5-15 1993
 AA1907_MARK LOGO: ALHD  
 AA1907_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1907_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1907+STABILITY: SURFACE MOTION
 AA1907_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1907+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1907
 AA1907  HISTORY     - Date     Condition        Report By
 AA1907  HISTORY     - 1993     MONUMENTED       ALHD
 AA1907
 AA1907                          STATION DESCRIPTION
 AA1907
 AA1907'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1907'THE STATION IS IN BLOUNT COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA1907'BLOUNT COUNTY ROAD 24 ABOUT 9.50 MI (15.29 KM) SOUTH OF ONEONTA AND
 AA1907'ABOUT 13.15 MI (21.16 KM) SOUTH-SOUTHEAST OF CLEVELAND. TO REACH THE
 AA1907'STATION FROM THE JUNCTION OF U.S. 231 SOUTH AND AL 75 (MILEPOST 254.65
 AA1907'ON U.S. 231 AND MILEPOST 29.49 ON AL 75) IN ONEONTA, DRIVE SOUTHEAST
 AA1907'AND EAST ON U.S. 231 FOR 3.15 MI (5.07 KM) TO MILEPOST 251.50 AND
 AA1907'BLOUNT COUNTY ROAD 29 RIGHT. TURN RIGHT ON BLOUNT COUNTY ROAD 29 AND
 AA1907'DRIVE SOUTH FOR 1.95 MI (3.14 KM) TO A T-INTERSECTION WITH BLOUNT
 AA1907'COUNTY ROAD 29 STRAIGHT AHEAD AND BLOUNT COUNTY ROAD 27 RIGHT. TURN
 AA1907'RIGHT ON BLOUNT COUNTY ROAD 27 AND DRIVE SOUTH FOR 9.40 MI (15.13 KM)
 AA1907'TO A T-INTERSECTION WITH BLOUNT COUNTY ROAD 27 STRAIGHT AHEAD AND
 AA1907'BLOUNT COUNTY ROAD 24 RIGHT. TURN RIGHT ON BLOUNT COUNTY ROAD 24 AND
 AA1907'DRIVE WEST AND SOUTHWEST FOR 0.90 MI (1.45 KM) TO THE STATION ON THE
 AA1907'LEFT. THE STATION IS 26.1 FT (8.0 M) SOUTH-SOUTHEAST OF THE CENTER OF
 AA1907'BLOUNT COUNTY ROAD 24, 29.0 FT (8.8 M) NORTHWEST OF THE CENTER OF A
 AA1907'PAVED DRIVE LEADING TO A BRICK HOME, 50.7 FT (15.5 M) SOUTH-SOUTHEAST
 AA1907'OF A SIX-FOOT CHAIN LINK FENCE ACROSS THE ROAD, 65.0 FT (19.8 M)
 AA1907'NORTHWEST OF THE WEST POST OF AN IRON POST GATE ON A PAVED DRIVE
 AA1907'LEADING BEHIND THE BRICK HOUSE, 81.3 FT (24.8 M) NORTHWEST OF THE EAST
 AA1907'POST OF AN IRON POST GATE ON A PAVED DRIVE LEADING BEHIND THE BRICK
 AA1907'HOUSE, 2.1 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET
 AA1907'FLUSH WITH THE GROUND. STATION 5-16 1993 MAY BE USED AS AN AZIMUTH FOR
 AA1907'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1908 ***********************************************************************
 AA1908  DESIGNATION -  5 16
 AA1908  PID         -  AA1908
 AA1908  STATE/COUNTY-  AL/BLOUNT
 AA1908  USGS QUAD   -  REMLAP (1986)
 AA1908
 AA1908                         *CURRENT SURVEY CONTROL
 AA1908  ___________________________________________________________________
 AA1908* NAD 83(1992)-  33 48 41.90137(N)    086 29 59.97216(W)     ADJUSTED  
 AA1908* NAVD 88     -       417.2    (meters)    1369.     (feet)  VERTCON   
 AA1908  ___________________________________________________________________
 AA1908  X           -     323,877.593 (meters)                     COMP
 AA1908  Y           -  -5,295,340.101 (meters)                     COMP
 AA1908  Z           -   3,529,322.121 (meters)                     COMP
 AA1908  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA1908  ELLIP HEIGHT-         387.98  (meters)          (07/29/02) GPS OBS
 AA1908  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AA1908
 AA1908  HORZ ORDER  -  FIRST
 AA1908  ELLP ORDER  -  FOURTH    CLASS I
 AA1908
 AA1908.The horizontal coordinates were established by GPS observations
 AA1908.and adjusted by the National Geodetic Survey in September 1994..
 AA1908
 AA1908.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1908.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1908
 AA1908.Photographs are available for this station.
 AA1908
 AA1908.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1908
 AA1908.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1908
 AA1908.The ellipsoidal height was determined by GPS observations
 AA1908.and is referenced to NAD 83.
 AA1908
 AA1908.The geoid height was determined by GEOID03.
 AA1908
 AA1908;                    North         East     Units Scale Factor Converg.
 AA1908;SPC AL W     -   423,076.393   692,584.548   MT  1.00003897   +0 33 23.4
 AA1908;UTM  16      - 3,741,383.598   546,276.524   MT  0.99962640   +0 16 41.7
 AA1908
 AA1908!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1908!SPC AL W     -   0.99993910  x   1.00003897  =   0.99997806
 AA1908!UTM  16      -   0.99993910  x   0.99962640  =   0.99956552
 AA1908
 AA1908:                Primary Azimuth Mark                     Grid Az
 AA1908:SPC AL W     -  5 15                                     232 14 31.8
 AA1908:UTM  16      -  5 15                                     232 31 13.5
 AA1908
 AA1908|---------------------------------------------------------------------|
 AA1908| PID    Reference Object                     Distance      Geod. Az  |
 AA1908|                                                           dddmmss.s |
 AA1908| AA1907 5 15                                436.045 METERS 2324755.2 |
 AA1908|---------------------------------------------------------------------|
 AA1908
 AA1908                          SUPERSEDED SURVEY CONTROL
 AA1908
 AA1908  ELLIP H (09/29/94)  388.05   (m)                       GP(       ) 3 2
 AA1908  NGVD 29 (09/29/94)  417.1    (m)         1368.     (f) GPS OBS        
 AA1908
 AA1908.Superseded values are not recommended for survey control.
 AA1908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1908.See file dsdata.txt to determine how the superseded data were derived.
 AA1908
 AA1908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4627741384(NAD 83)
 AA1908_MARKER: DD = SURVEY DISK
 AA1908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1908_SP_SET: CONCRETE POST
 AA1908_STAMPING: 5-16 1993
 AA1908_MARK LOGO: ALHD  
 AA1908_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1908+STABILITY: SURFACE MOTION
 AA1908_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1908+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1908
 AA1908  HISTORY     - Date     Condition        Report By
 AA1908  HISTORY     - 1993     MONUMENTED       ALHD
 AA1908
 AA1908                          STATION DESCRIPTION
 AA1908
 AA1908'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1908'THE STATION IS IN BLOUNT COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA1908'BLOUNT COUNTY ROAD 24 ABOUT 9.30 MI (14.97 KM) SOUTH OF ONEONTA AND
 AA1908'ABOUT 13.05 MI (21.00 KM) SOUTH-SOUTHEAST OF CLEVELAND. TO REACH THE
 AA1908'STATION FROM THE JUNCTION OF U.S. 231 SOUTH AND AL 75 (MILEPOST 254.65
 AA1908'ON U.S. 231 AND MILEPOST 29.49 ON AL 75) IN ONEONTA, DRIVE SOUTHEAST
 AA1908'AND EAST ON U.S. 231 FOR 3.15 MI (5.07 KM) TO MILEPOST 251.50 AND
 AA1908'BLOUNT COUNTY ROAD 29 RIGHT. TURN RIGHT ON BLOUNT COUNTY ROAD 29 AND
 AA1908'DRIVE SOUTH FOR 1.95 MI (3.14 KM) TO A T-INTERSECTION WITH BLOUNT
 AA1908'COUNTY ROAD 29 STRAIGHT AHEAD AND BLOUNT COUNTY ROAD 27 RIGHT. TURN
 AA1908'RIGHT ON BLOUNT COUNTY ROAD 27 AND DRIVE SOUTH FOR 9.40 MI (15.13 KM)
 AA1908'TO A T-INTERSECTION WITH BLOUNT COUNTY ROAD 27 STRAIGHT AHEAD AND
 AA1908'BLOUNT COUNTY ROAD 24 RIGHT. TURN RIGHT ON BLOUNT COUNTY ROAD 24 AND
 AA1908'DRIVE WEST AND SOUTHWEST FOR 0.65 MI (1.05 KM) TO THE STATION ON THE
 AA1908'LEFT. THE STATION IS 23.5 FT (7.2 M) SOUTH-SOUTHEAST OF THE CENTER OF
 AA1908'BLOUNT COUNTY ROAD 24, 76.0 FT (23.2 M) EAST OF A FOUR-FOOT REFLECTOR
 AA1908'POST ACROSS THE ROAD, 99.6 FT (30.4 M) EAST-SOUTHEAST OF A POWER AND
 AA1908'CABLE POLE WITH ONE TRANSFORMER AND TWO GUY WIRES ACROSS THE ROAD, 2.0
 AA1908'FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA1908'THE GROUND. STATION 5-15 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1908'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1909 ***********************************************************************
 AA1909  DESIGNATION -  5 17
 AA1909  PID         -  AA1909
 AA1909  STATE/COUNTY-  AL/BLOUNT
 AA1909  USGS QUAD   -  HYATT GAP (1978)
 AA1909
 AA1909                         *CURRENT SURVEY CONTROL
 AA1909  ___________________________________________________________________
 AA1909* NAD 83(1992)-  33 55 18.12582(N)    086 21 52.18019(W)     ADJUSTED  
 AA1909* NAVD 88     -       346.3    (meters)    1136.     (feet)  GPS OBS   
 AA1909  ___________________________________________________________________
 AA1909  X           -     335,964.400 (meters)                     COMP
 AA1909  Y           -  -5,287,710.887 (meters)                     COMP
 AA1909  Z           -   3,539,420.071 (meters)                     COMP
 AA1909  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AA1909  ELLIP HEIGHT-         317.18  (meters)          (08/29/05) GPS OBS
 AA1909  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA1909
 AA1909  HORZ ORDER  -  A
 AA1909  ELLP ORDER  -  FOURTH    CLASS I
 AA1909
 AA1909.The horizontal coordinates were established by GPS observations
 AA1909.and adjusted by the National Geodetic Survey in August 2005..
 AA1909
 AA1909.The orthometric height was determined by GPS observations and a
 AA1909.high-resolution geoid model.
 AA1909
 AA1909.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1909
 AA1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1909
 AA1909.The ellipsoidal height was determined by GPS observations
 AA1909.and is referenced to NAD 83.
 AA1909
 AA1909.The geoid height was determined by GEOID03.
 AA1909
 AA1909;                    North         East     Units Scale Factor Converg.
 AA1909;SPC AL W     -   435,414.723   704,995.199   MT  1.00006918   +0 38 01.5
 AA1909;UTM  16      - 3,753,656.268   558,741.805   MT  0.99964254   +0 21 16.8
 AA1909
 AA1909!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1909!SPC AL W     -   0.99995021  x   1.00006918  =   1.00001939
 AA1909!UTM  16      -   0.99995021  x   0.99964254  =   0.99959277
 AA1909
 AA1909                          SUPERSEDED SURVEY CONTROL
 AA1909
 AA1909  NAD 83(1992)-  33 55 18.12497(N)    086 21 52.18094(W) AD(       ) 1
 AA1909  ELLIP H (09/29/94)  317.25   (m)                       GP(       ) 3 2
 AA1909  NGVD 29 (09/29/94)  346.2    (m)         1136.     (f) GPS OBS        
 AA1909
 AA1909.Superseded values are not recommended for survey control.
 AA1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1909.See file dsdata.txt to determine how the superseded data were derived.
 AA1909
 AA1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5874253656(NAD 83)
 AA1909_MARKER: DD = SURVEY DISK
 AA1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1909_SP_SET: CONCRETE POST
 AA1909_STAMPING: 5-17 1993
 AA1909_MARK LOGO: ALHD  
 AA1909_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1909+STABILITY: SURFACE MOTION
 AA1909_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1909+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA1909
 AA1909  HISTORY     - Date     Condition        Report By
 AA1909  HISTORY     - 1993     MONUMENTED       ALHD
 AA1909  HISTORY     - 20040624 GOOD             LOCSUR
 AA1909
 AA1909                          STATION DESCRIPTION
 AA1909
 AA1909'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1909'THE STATION IS IN BLOUNT COUNTY ON THE SOUTHWEST RIGHT OF WAY OF U.S.
 AA1909'231 ABOUT 6.60 MI (10.62 KM) EAST OF ONEONTA AND ABOUT 13.70 MI (22.05
 AA1909'KM) SOUTH OF SNEAD. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231
 AA1909'SOUTH AND AL 75 (MILEPOST 254.65 ON U.S. 231 AND MILEPOST 29.49 ON AL
 AA1909'75) IN ONEONTA, DRIVE SOUTHEAST AND EAST ON U.S. 231 FOR 6.95 MI
 AA1909'(11.18 KM) TO MILEPOST 247.70 AND THE STATION ON THE RIGHT. THE
 AA1909'STATION IS 32.2 FT (9.8 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH
 AA1909'BOUND LANES OF U.S. 231, 38.7 FT (11.8 M) WEST-NORTHWEST OF THE TOP OF
 AA1909'THE NORTHWEST END OF A TWENTY-INCH CONCRETE DRAINAGE PIPE UNDER A
 AA1909'GRAVEL DRIVEWAY, 44.3 FT (13.5 M) SOUTHWEST OF THE CENTERLINE OF U.S.
 AA1909'231, 48.8 FT (14.9 M) WEST-NORTHWEST OF THE CENTER OF A GRAVEL
 AA1909'DRIVEWAY, 59.0 FT (18.0 M) WEST-NORTHWEST OF THE TOP OF THE SOUTHEAST
 AA1909'END OF A TWENTY-INCH CONCRETE DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY,
 AA1909'102.2 FT (31.2 M) EAST OF A JUNCTION POWER AND CABLE POLE WITH TWO GUY
 AA1909'WIRES, 133.3 FT (40.6 M) WEST OF A BLACK METAL MAILBOX ON A SIX BY SIX
 AA1909'INCH WOOD POST ACROSS THE ROAD, 1.9 FT (0.6 M) NORTHEAST OF A
 AA1909'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 5-18
 AA1909'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA1909
 AA1909                          STATION RECOVERY (2004)
 AA1909
 AA1909'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (JFB)
 AA1909'THE MARK IS AT MILEPOST 246.85 ALONG STATE ROUTE 231, IN A NW-SE
 AA1909'SECTION OF THE HIGHWAY  WHERE THE ASHVILLE TRAFFIC HAS TRANSITION
 AA1909'DOUBLE LANES AND ONEONTA TRAFFIC HAS SINGLE  LANE, BETWEEN A GRAVEL
 AA1909'DRIVE AND THE DITCH ON SW SIDE OF ROAD, OPPOSITE A POINT 783 FT SE  OF
 AA1909'MP 247, N 44 W 172 FT FROM POLE 28, S 54 E 154.5 FT FROM POLE 29, N 67
 AA1909'W 38.7 FT FROM ROCK  HEADWALL AT NW END OF 18 INCH RCP UNDER DRIVEWAY,
 AA1909'N 17 W 35 FT FROM WOOD FENCE POST AT  ANGLE POINT IN WIRE FENCE, 26 FT
 AA1909'TOWARD HWY FROM OVERHEAD TELEPHONE LINE, 19.5 FT SW OF  SW EDGE OF
 AA1909'PAVEMENT, 5 FT SW OF SW TOP OF DITCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1910 ***********************************************************************
 AA1910  DESIGNATION -  5 18
 AA1910  PID         -  AA1910
 AA1910  STATE/COUNTY-  AL/BLOUNT
 AA1910  USGS QUAD   -  HYATT GAP (1978)
 AA1910
 AA1910                         *CURRENT SURVEY CONTROL
 AA1910  ___________________________________________________________________
 AA1910* NAD 83(1992)-  33 55 03.39706(N)    086 21 27.70053(W)     ADJUSTED  
 AA1910* NAVD 88     -       364.7    (meters)    1197.     (feet)  VERTCON   
 AA1910  ___________________________________________________________________
 AA1910  X           -     336,609.008 (meters)                     COMP
 AA1910  Y           -  -5,287,938.983 (meters)                     COMP
 AA1910  Z           -   3,539,053.753 (meters)                     COMP
 AA1910  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AA1910  ELLIP HEIGHT-         335.61  (meters)          (07/29/02) GPS OBS
 AA1910  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA1910
 AA1910  HORZ ORDER  -  FIRST
 AA1910  ELLP ORDER  -  FOURTH    CLASS I
 AA1910
 AA1910.The horizontal coordinates were established by GPS observations
 AA1910.and adjusted by the National Geodetic Survey in September 1994..
 AA1910
 AA1910.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1910.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1910
 AA1910.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1910
 AA1910.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1910
 AA1910.The ellipsoidal height was determined by GPS observations
 AA1910.and is referenced to NAD 83.
 AA1910
 AA1910.The geoid height was determined by GEOID03.
 AA1910
 AA1910;                    North         East     Units Scale Factor Converg.
 AA1910;SPC AL W     -   434,967.882   705,629.037   MT  1.00007083   +0 38 14.9
 AA1910;UTM  16      - 3,753,206.537   559,373.190   MT  0.99964346   +0 21 30.3
 AA1910
 AA1910!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1910!SPC AL W     -   0.99994732  x   1.00007083  =   1.00001814
 AA1910!UTM  16      -   0.99994732  x   0.99964346  =   0.99959080
 AA1910
 AA1910                          SUPERSEDED SURVEY CONTROL
 AA1910
 AA1910  ELLIP H (09/29/94)  335.68   (m)                       GP(       ) 3 2
 AA1910  NGVD 29 (09/29/94)  364.7    (m)         1197.     (f) GPS OBS        
 AA1910
 AA1910.Superseded values are not recommended for survey control.
 AA1910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1910.See file dsdata.txt to determine how the superseded data were derived.
 AA1910
 AA1910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5937353207(NAD 83)
 AA1910_MARKER: DD = SURVEY DISK
 AA1910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1910_SP_SET: CONCRETE POST
 AA1910_STAMPING: 5-18 1993
 AA1910_MARK LOGO: ALHD  
 AA1910_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1910+STABILITY: SURFACE MOTION
 AA1910_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1910+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1910
 AA1910  HISTORY     - Date     Condition        Report By
 AA1910  HISTORY     - 1993     MONUMENTED       ALHD
 AA1910
 AA1910                          STATION DESCRIPTION
 AA1910
 AA1910'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1910'THE STATION IS IN BLOUNT COUNTY ON THE NORTHEAST RIGHT OF WAY OF U.S.
 AA1910'231 ABOUT 7.05 MI (11.35 KM) EAST OF ONEONTA AND ABOUT 14.00 MI (22.53
 AA1910'KM) SOUTH OF SNEAD. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231
 AA1910'SOUTH AND AL 75 (MILEPOST 254.65 ON U.S. 231 AND MILEPOST 29.49 ON AL
 AA1910'75) IN ONEONTA, DRIVE SOUTHEAST AND EAST ON U.S. 231 FOR 7.45 MI
 AA1910'(11.99 KM) TO MILEPOST 247.15 AND THE STATION ON THE LEFT. THE STATION
 AA1910'IS 2.9 FT (0.9 M) SOUTHWEST OF A HOG WIRE FENCE WITH ONE STRAND OF
 AA1910'BARBED WIRE ON OLD WOOD POSTS, 56.0 FT (17.1 M) NORTHEAST OF THE
 AA1910'CENTERLINE OF U.S. 231, 88.7 FT (27.0 M) NORTH-NORTHWEST OF THE CENTER
 AA1910'OF A PAVED DRAINAGE FLUME RUNNING OFF THE NORTH BOUND LANE OF U.S.
 AA1910'231, 2.6 FT (0.8 M) SOUTHWEST OF A CARSONITE WITNESS POST AND SET
 AA1910'FLUSH WITH THE GROUND. STATION 5-17 1993 MAY BE USED AS AN AZIMUTH FOR
 AA1910'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1911 ***********************************************************************
 AA1911  DESIGNATION -  5 19
 AA1911  PID         -  AA1911
 AA1911  STATE/COUNTY-  AL/BLOUNT
 AA1911  USGS QUAD   -  CLEVELAND (1978)
 AA1911
 AA1911                         *CURRENT SURVEY CONTROL
 AA1911  ___________________________________________________________________
 AA1911* NAD 83(1992)-  33 55 44.61619(N)    086 36 09.59555(W)     ADJUSTED  
 AA1911* NAVD 88     -       158.4    (meters)     520.     (feet)  VERTCON   
 AA1911  ___________________________________________________________________
 AA1911  X           -     313,945.018 (meters)                     COMP
 AA1911  Y           -  -5,288,451.427 (meters)                     COMP
 AA1911  Z           -   3,539,992.524 (meters)                     COMP
 AA1911  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AA1911  ELLIP HEIGHT-         129.35  (meters)          (07/29/02) GPS OBS
 AA1911  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA1911
 AA1911  HORZ ORDER  -  FIRST
 AA1911  ELLP ORDER  -  FOURTH    CLASS I
 AA1911
 AA1911.The horizontal coordinates were established by GPS observations
 AA1911.and adjusted by the National Geodetic Survey in September 1994..
 AA1911
 AA1911.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1911.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1911
 AA1911.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1911
 AA1911.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1911
 AA1911.The ellipsoidal height was determined by GPS observations
 AA1911.and is referenced to NAD 83.
 AA1911
 AA1911.The geoid height was determined by GEOID03.
 AA1911
 AA1911;                    North         East     Units Scale Factor Converg.
 AA1911;SPC AL W     -   436,012.859   682,964.670   MT  1.00001816   +0 30 03.2
 AA1911;UTM  16      - 3,754,361.417   536,723.572   MT  0.99961662   +0 13 18.4
 AA1911
 AA1911!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1911!SPC AL W     -   0.99997969  x   1.00001816  =   0.99999785
 AA1911!UTM  16      -   0.99997969  x   0.99961662  =   0.99959632
 AA1911
 AA1911|---------------------------------------------------------------------|
 AA1911| PID    Reference Object                     Distance      Geod. Az  |
 AA1911|                                                           dddmmss.s |
 AA1911| AA1912 5 20                                325.866 METERS 13012     |
 AA1911|---------------------------------------------------------------------|
 AA1911
 AA1911                          SUPERSEDED SURVEY CONTROL
 AA1911
 AA1911  ELLIP H (09/29/94)  129.42   (m)                       GP(       ) 3 2
 AA1911  NGVD 29 (09/29/94)  158.4    (m)          520.     (f) GPS OBS        
 AA1911
 AA1911.Superseded values are not recommended for survey control.
 AA1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1911.See file dsdata.txt to determine how the superseded data were derived.
 AA1911
 AA1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3672454361(NAD 83)
 AA1911_MARKER: DD = SURVEY DISK
 AA1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1911_SP_SET: CONCRETE POST
 AA1911_STAMPING: 5-19 1993
 AA1911_MARK LOGO: ALHD  
 AA1911_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1911+STABILITY: SURFACE MOTION
 AA1911_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1911+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1911
 AA1911  HISTORY     - Date     Condition        Report By
 AA1911  HISTORY     - 1993     MONUMENTED       ALHD
 AA1911  HISTORY     - 20050404 POOR             INDIV
 AA1911  HISTORY     - 20051230 MARK NOT FOUND   GEOCAC
 AA1911
 AA1911                          STATION DESCRIPTION
 AA1911
 AA1911'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1911'THE STATION IS IN BLOUNT COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL 79
 AA1911'ABOUT 4.55 MI (7.32 KM) SOUTH OF CLEVELAND AND ABOUT 7.30 MI (11.75
 AA1911'KM) WEST OF ONEONTA. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA1911'231 AND AL 160 WEST (MILEPOST 262.33 ON U.S. 231 AND MILEPOST 18.38 ON
 AA1911'AL 160) IN CLEVELAND, DRIVE SOUTHWEST ON AL 160 FOR 0.75 MI (1.21 KM)
 AA1911'TO MILEPOST 17.60, AL 160 STRAIGHT AHEAD, AND AL 79 LEFT AND RIGHT.
 AA1911'TURN LEFT OF AL 79 AND DRIVE SOUTH AND SOUTHWEST FOR 4.25 MI (6.84 KM)
 AA1911'TO MILEPOST 31.95 AND THE STATION ON THE RIGHT. THE STATION IS 57.4 FT
 AA1911'(17.5 M) WEST-NORTHWEST OF THE CENTERLINE OF AL 79, 76.4 FT (23.3 M)
 AA1911'NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 99.6 FT
 AA1911'(30.4 M) NORTH-NORTHWEST OF A METAL MAILBOX ON A BLACK FOUR BY FOUR
 AA1911'INCH WOOD POST ACROSS THE ROAD, 128.6 FT (39.2 M) SOUTHWEST OF A POWER
 AA1911'POLE, 129.3 FT (39.4 M) NORTHWEST OF AN ANGLE POWER POLE WITH TWO GUY
 AA1911'WIRES ACROSS THE ROAD, 172.2 FT (52.5 M) NORTH-NORTHEAST OF A POWER
 AA1911'POLE, 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA1911'WITH THE GROUND. STATION 5-20 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1911'STATION.
 AA1911
 AA1911                          STATION RECOVERY (2005)
 AA1911
 AA1911'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JMH)
 AA1911'THE CARSONITE STAKE HAS BEEN DESTROYED BY TELEPHONE UTILITY. THE 1993
 AA1911' 
 AA1911'RECOVERY NOTES ARE NOT SUFFICENT TO LOCATE THIS MONUMENT. RECENT
 AA1911'TELEPHONE UTILITY ACTIVITIES MAKE RECOVERY QUESTIONABLE. LOCATION
 AA1911'WOULD A STATIC GPS VECTOR TO THE POSITION. DIFFERNETIAL MEASUREMENTS
 AA1911' 
 AA1911'DID NOT SUCCEED.  THE AZIMUTH STATION, STA 5-20 WAS RECOVERED AS
 AA1911'DESCRIBED IN 1993. HOWEVER, 5-20 IS NOT GPS OBSERVABLE DUE TO THE
 AA1911'GROWTH OF ADJACENT CEDAR TREES.  STA 5-20 CAN BE SEEN FROM THE
 AA1911'LOCATION OF STA 5-19 IF FOUND.
 AA1911
 AA1911                          STATION RECOVERY (2005)
 AA1911
 AA1911'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 AA1911'DISTANCE WAS TO GREAT BETWEEN ITEMS IN THE DESCRIPTIVE. GRASS HAS BEEN
 AA1911'CUT. MARK NOT VISIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1660 ***********************************************************************
 EF1660  DESIGNATION -  5 2
 EF1660  PID         -  EF1660
 EF1660  STATE/COUNTY-  AL/BLOUNT
 EF1660  USGS QUAD   -  CLARENCE (1982)
 EF1660
 EF1660                         *CURRENT SURVEY CONTROL
 EF1660  ___________________________________________________________________
 EF1660* NAD 83(1992)-  34 06 13.25557(N)    086 24 16.08787(W)     ADJUSTED  
 EF1660* NAVD 88     -       235.47   (meters)     772.5    (feet)  N HEIGHT  
 EF1660  ___________________________________________________________________
 EF1660  X           -     331,561.261 (meters)                     COMP
 EF1660  Y           -  -5,276,582.648 (meters)                     COMP
 EF1660  Z           -   3,556,091.009 (meters)                     COMP
 EF1660  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EF1660  ELLIP HEIGHT-         206.36  (meters)          (07/29/02) GPS OBS
 EF1660  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EF1660  DYNAMIC HT  -         235.22  (meters)     771.7   (feet)  COMP
 EF1660  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 EF1660
 EF1660  HORZ ORDER  -  FIRST
 EF1660  VERT ORDER  -  THIRD
 EF1660  ELLP ORDER  -  FOURTH    CLASS I
 EF1660
 EF1660.The horizontal coordinates were established by GPS observations
 EF1660.and adjusted by the National Geodetic Survey in December 1992..
 EF1660
 EF1660.The orthometric height was determined by differential leveling
 EF1660.and adjusted by the National Geodetic Survey in September 1998..
 EF1660.The height was determined by precise leveling from only one NSRS
 EF1660.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EF1660.allowed ONLY to validate the GPS-derived height.
 EF1660
 EF1660.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1660
 EF1660.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1660
 EF1660.The ellipsoidal height was determined by GPS observations
 EF1660.and is referenced to NAD 83.
 EF1660
 EF1660.The geoid height was determined by GEOID03.
 EF1660
 EF1660.The dynamic height is computed by dividing the NAVD 88
 EF1660.geopotential number by the normal gravity value computed on the
 EF1660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1660.degrees latitude (g = 980.6199 gals.).
 EF1660
 EF1660.The modeled gravity was interpolated from observed gravity values.
 EF1660
 EF1660;                    North         East     Units Scale Factor Converg.
 EF1660;SPC AL W     -   455,560.354   701,082.845   MT  1.00005924   +0 36 51.5
 EF1660;UTM  16      - 3,773,812.204   554,929.473   MT  0.99963719   +0 20 02.1
 EF1660
 EF1660!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1660!SPC AL W     -   0.99996761  x   1.00005924  =   1.00002684
 EF1660!UTM  16      -   0.99996761  x   0.99963719  =   0.99960481
 EF1660
 EF1660                          SUPERSEDED SURVEY CONTROL
 EF1660
 EF1660  ELLIP H (12/04/92)  206.45   (m)                       GP(       ) 4 1
 EF1660  NAD 83(1992)-  34 06 13.26441(N)    086 24 16.09047(W) AD(       ) 1
 EF1660  NGVD 29 (??/??/??)  235.44   (m)          772.4    (f) N HEIGHT    3  
 EF1660
 EF1660.Superseded values are not recommended for survey control.
 EF1660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1660.See file dsdata.txt to determine how the superseded data were derived.
 EF1660
 EF1660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5492973812(NAD 83)
 EF1660_MARKER: DD = SURVEY DISK
 EF1660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1660_SP_SET: CONCRETE POST
 EF1660_STAMPING: 5 - 2 1989
 EF1660_MARK LOGO: ALHD  
 EF1660_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1660+STABILITY: SURFACE MOTION
 EF1660_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1660+SATELLITE: SATELLITE OBSERVATIONS - January 09, 1990
 EF1660
 EF1660  HISTORY     - Date     Condition        Report By
 EF1660  HISTORY     - 1989     MONUMENTED       ALHD
 EF1660  HISTORY     - 19900109 GOOD
 EF1660
 EF1660                          STATION DESCRIPTION
 EF1660
 EF1660'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1660'THE STATION IS LOCATED IN BLOUNT COUNTY IN THE SOUTH SIDE OF SNEAD ON
 EF1660'THE EAST RIGHT OF WAY OF ALA. 75.
 EF1660'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 75 IN
 EF1660'SNEAD, DRIVE SOUTH ON ALA. 75 1.05 MI (1.69 KM) TO THE NORTH END OF A
 EF1660'CREEK BRIDGE AND BENCH MARK Z 228 1947 IN THE ABUTMENT ON THE RIGHT,
 EF1660'CONTINUE SOUTH ON ALA. 75 0.20 MI (0.32 KM) TO MILE POST 41.70 AND
 EF1660'THE STATION ON THE LEFT.
 EF1660'THE STATION IS 49.5 FT (15.1 M) SOUTHEAST OF THE CENTERLINE OF ALA.
 EF1660'75, 9.5 FT (2.9 M) NORTHWEST OF THE PASTURE FENCE ALONG THE EAST SIDE
 EF1660'OF THE RIGHT OF WAY OF ALA. 75 AT 2 LARGE SQUARE FENCE POSTS, 103.3
 EF1660'FT (31.5 M) SOUTHWEST OF A CONCRETE POST AT THE FENCE LINE, 81.0 FT
 EF1660'(24.7 M) NORTH OF A TELEPHONE CABLE POLE, AND SET FLUSH WITH THE
 EF1660'GROUND.
 EF1660'STATION 5 - 3 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1660
 EF1660                          STATION RECOVERY (1990)
 EF1660
 EF1660'RECOVERED 1990
 EF1660'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1912 ***********************************************************************
 AA1912  DESIGNATION -  5 20
 AA1912  PID         -  AA1912
 AA1912  STATE/COUNTY-  AL/BLOUNT
 AA1912  USGS QUAD   -  CLEVELAND (1978)
 AA1912
 AA1912                         *CURRENT SURVEY CONTROL
 AA1912  ___________________________________________________________________
 AA1912* NAD 83(1992)-  33 55 37.78863(N)    086 35 59.90604(W)     ADJUSTED  
 AA1912* NAVD 88     -       162.6    (meters)     533.     (feet)  VERTCON   
 AA1912  ___________________________________________________________________
 AA1912  X           -     314,200.618 (meters)                     COMP
 AA1912  Y           -  -5,288,557.339 (meters)                     COMP
 AA1912  Z           -   3,539,820.298 (meters)                     COMP
 AA1912  LAPLACE CORR-          -1.83  (seconds)                    DEFLEC99
 AA1912  ELLIP HEIGHT-         133.52  (meters)          (07/29/02) GPS OBS
 AA1912  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA1912
 AA1912  HORZ ORDER  -  FIRST
 AA1912  ELLP ORDER  -  FOURTH    CLASS I
 AA1912
 AA1912.The horizontal coordinates were established by GPS observations
 AA1912.and adjusted by the National Geodetic Survey in September 1994..
 AA1912
 AA1912.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1912.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1912
 AA1912.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1912
 AA1912.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1912
 AA1912.The ellipsoidal height was determined by GPS observations
 AA1912.and is referenced to NAD 83.
 AA1912
 AA1912.The geoid height was determined by GEOID03.
 AA1912
 AA1912;                    North         East     Units Scale Factor Converg.
 AA1912;SPC AL W     -   435,804.676   683,215.372   MT  1.00001867   +0 30 08.5
 AA1912;UTM  16      - 3,754,152.099   536,973.157   MT  0.99961685   +0 13 23.8
 AA1912
 AA1912!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1912!SPC AL W     -   0.99997904  x   1.00001867  =   0.99999771
 AA1912!UTM  16      -   0.99997904  x   0.99961685  =   0.99959590
 AA1912
 AA1912|---------------------------------------------------------------------|
 AA1912| PID    Reference Object                     Distance      Geod. Az  |
 AA1912|                                                           dddmmss.s |
 AA1912| AA1911 5 19                                325.866 METERS 31013     |
 AA1912|---------------------------------------------------------------------|
 AA1912
 AA1912                          SUPERSEDED SURVEY CONTROL
 AA1912
 AA1912  ELLIP H (09/29/94)  133.58   (m)                       GP(       ) 3 2
 AA1912  NGVD 29 (09/29/94)  162.6    (m)          533.     (f) GPS OBS        
 AA1912
 AA1912.Superseded values are not recommended for survey control.
 AA1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1912.See file dsdata.txt to determine how the superseded data were derived.
 AA1912
 AA1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3697354152(NAD 83)
 AA1912_MARKER: DD = SURVEY DISK
 AA1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1912_SP_SET: CONCRETE POST
 AA1912_STAMPING: 5-20 1993
 AA1912_MARK LOGO: ALHD  
 AA1912_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1912+STABILITY: SURFACE MOTION
 AA1912_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA1912+SATELLITE: SATELLITE OBSERVATIONS - December 30, 2005
 AA1912
 AA1912  HISTORY     - Date     Condition        Report By
 AA1912  HISTORY     - 1993     MONUMENTED       ALHD
 AA1912  HISTORY     - 20051230 GOOD             GEOCAC
 AA1912
 AA1912                          STATION DESCRIPTION
 AA1912
 AA1912'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1912'THE STATION IS IN BLOUNT COUNTY ON THE NORTHWEST RIGHT OF WAY OF A
 AA1912'PAVED COUNTY ROAD ABOUT 4.60 MI (7.40 KM) SOUTH OF CLEVELAND AND ABOUT
 AA1912'7.15 MI (11.51 KM) WEST OF ONEONTA. TO REACH THE STATION FROM THE
 AA1912'JUNCTION OF U.S. 231 AND AL 160 WEST (MILEPOST 262.33 ON U.S. 231 AND
 AA1912'MILEPOST 18.38 ON AL 160) IN CLEVELAND, DRIVE SOUTHWEST ON AL 160 FOR
 AA1912'0.75 MI (1.21 KM) TO MILEPOST 17.60, AL 160 STRAIGHT AHEAD, AND AL 79
 AA1912'LEFT AND RIGHT. TURN LEFT ON AL 79 AND DRIVE SOUTH AND SOUTHWEST FOR
 AA1912'3.70 MI (5.95 KM) TO MILEPOST 32.50 AND A PAVED COUNTY ROAD LEFT. TURN
 AA1912'LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.60 MI (0.97 KM) TO
 AA1912'THE STATION ON THE RIGHT. THE STATION IS 2.0 FT (0.6 M) EAST-SOUTHEAST
 AA1912'OF A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS AND RUSTY METAL
 AA1912'POSTS, 17.0 FT (5.2 M) WEST-NORTHWEST OF THE CENTER OF A PAVED COUNTY
 AA1912'ROAD, 38.6 FT (11.8 M) WEST-NORTHWEST OF A FIVE STRAND BARBED WIRE
 AA1912'FENCE ON OLD WOOD POSTS ACROSS THE ROAD, 88.6 FT (27.0 M)
 AA1912'NORTH-NORTHWEST OF THE NORTH POST OF A BARBED WIRE GATE ACROSS THE
 AA1912'ROAD, 108.1 FT (32.9 M) NORTH-NORTHWEST OF THE SOUTH POST OF A BARBED
 AA1912'WIRE GATE ACROSS THE ROAD, 139.0 FT (42.4 M) SOUTH-SOUTHWEST OF THE
 AA1912'NORTHEAST CORNER OF A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS
 AA1912'AND RUSTY METAL POSTS, 2.8 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS
 AA1912'POST AND SET FLUSH WITH THE GROUND. STATION 5-19 1993 MAY BE USED AS
 AA1912'AN AZIMUTH FOR THIS STATION.
 AA1912
 AA1912                          STATION RECOVERY (2005)
 AA1912
 AA1912'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 AA1912'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1913 ***********************************************************************
 AA1913  DESIGNATION -  5 21
 AA1913  PID         -  AA1913
 AA1913  STATE/COUNTY-  AL/BLOUNT
 AA1913  USGS QUAD   -  NECTAR (1978)
 AA1913
 AA1913                         *CURRENT SURVEY CONTROL
 AA1913  ___________________________________________________________________
 AA1913* NAD 83(1992)-  33 55 00.05153(N)    086 42 58.09107(W)     ADJUSTED  
 AA1913* NAVD 88     -       156.2    (meters)     512.     (feet)  VERTCON   
 AA1913  ___________________________________________________________________
 AA1913  X           -     303,514.737 (meters)                     COMP
 AA1913  Y           -  -5,289,826.166 (meters)                     COMP
 AA1913  Z           -   3,538,851.979 (meters)                     COMP
 AA1913  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 AA1913  ELLIP HEIGHT-         127.31  (meters)          (07/29/02) GPS OBS
 AA1913  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 AA1913
 AA1913  HORZ ORDER  -  FIRST
 AA1913  ELLP ORDER  -  FOURTH    CLASS I
 AA1913
 AA1913.The horizontal coordinates were established by GPS observations
 AA1913.and adjusted by the National Geodetic Survey in September 1994..
 AA1913
 AA1913.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1913.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1913
 AA1913.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1913
 AA1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1913
 AA1913.The ellipsoidal height was determined by GPS observations
 AA1913.and is referenced to NAD 83.
 AA1913
 AA1913.The geoid height was determined by GEOID03.
 AA1913
 AA1913;                    North         East     Units Scale Factor Converg.
 AA1913;SPC AL W     -   434,553.883   672,483.725   MT  0.99999808   +0 26 14.7
 AA1913;UTM  16      - 3,752,954.062   526,239.794   MT  0.99960849   +0 09 30.2
 AA1913
 AA1913!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1913!SPC AL W     -   0.99998001  x   0.99999808  =   0.99997809
 AA1913!UTM  16      -   0.99998001  x   0.99960849  =   0.99958851
 AA1913
 AA1913:                Primary Azimuth Mark                     Grid Az
 AA1913:SPC AL W     -  5 22                                     090 56 46.1
 AA1913:UTM  16      -  5 22                                     091 13 30.6
 AA1913
 AA1913|---------------------------------------------------------------------|
 AA1913| PID    Reference Object                     Distance      Geod. Az  |
 AA1913|                                                           dddmmss.s |
 AA1913| AA1914 5 22                                421.600 METERS 0912300.8 |
 AA1913|---------------------------------------------------------------------|
 AA1913
 AA1913                          SUPERSEDED SURVEY CONTROL
 AA1913
 AA1913  ELLIP H (09/29/94)  127.37   (m)                       GP(       ) 3 2
 AA1913  NGVD 29 (09/29/94)  156.1    (m)          512.     (f) GPS OBS        
 AA1913
 AA1913.Superseded values are not recommended for survey control.
 AA1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1913.See file dsdata.txt to determine how the superseded data were derived.
 AA1913
 AA1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2624052954(NAD 83)
 AA1913_MARKER: DD = SURVEY DISK
 AA1913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1913_SP_SET: CONCRETE POST
 AA1913_STAMPING: 5-21 1993
 AA1913_MARK LOGO: ALHD  
 AA1913_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1913+STABILITY: SURFACE MOTION
 AA1913_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1913+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1913
 AA1913  HISTORY     - Date     Condition        Report By
 AA1913  HISTORY     - 1993     MONUMENTED       ALHD
 AA1913
 AA1913                          STATION DESCRIPTION
 AA1913
 AA1913'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1913'THE STATION IS IN BLOUNT COUNTY ON THE NORTH RIGHT OF WAY OF AL 160
 AA1913'ABOUT 9.35 MI (15.05 KM) SOUTHWEST OF CLEVELAND AND ABOUT 13.70 MI
 AA1913'(22.05 KM) WEST OF ONEONTA. TO REACH THE STATION FROM THE JUNCTION OF
 AA1913'U.S. 231 AND AL 160 WEST (MILEPOST 262.33 ON U.S. 231 AND MILEPOST
 AA1913'18.38 ON AL 160) IN CLEVELAND, DRIVE SOUTHWEST ON AL 160 FOR 0.75 MI
 AA1913'(1.21 KM) TO MILEPOST 17.60, AL 160 STRAIGHT AHEAD, AND AL 79 LEFT AND
 AA1913'RIGHT. CONTINUE WEST AND SOUTHWEST ON AL 160 FOR 9.50 MI (15.29 KM) TO
 AA1913'MILEPOST 8.10 AND THE STATION ON THE RIGHT ON TOP OF AN EIGHT FOOT
 AA1913'BACKSLOPE. THE STATION IS 37.4 FT (11.4 M) NORTH OF THE CENTERLINE OF
 AA1913'AL 160, 38.4 FT (11.7 M) SOUTHEAST OF A JUNCTION POWER AND CABLE POLE,
 AA1913'88.8 FT (27.1 M) WEST-NORTHWEST OF A RUSTY METAL MAILBOX ON A
 AA1913'FOUR-INCH ROUND WOOD POST ACROSS THE ROAD, 97.8 FT (29.8 M) NORTH OF A
 AA1913'POWER POLE WITH ONE TRANSFORMER AND TWO GUY WIRES ACROSS THE ROAD, 2.4
 AA1913'FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA1913'GROUND. STATION 5-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1914 ***********************************************************************
 AA1914  DESIGNATION -  5 22
 AA1914  PID         -  AA1914
 AA1914  STATE/COUNTY-  AL/BLOUNT
 AA1914  USGS QUAD   -  NECTAR (1978)
 AA1914
 AA1914                         *CURRENT SURVEY CONTROL
 AA1914  ___________________________________________________________________
 AA1914* NAD 83(1992)-  33 54 59.72084(N)    086 42 41.68321(W)     ADJUSTED  
 AA1914* NAVD 88     -       142.0    (meters)     466.     (feet)  VERTCON   
 AA1914  ___________________________________________________________________
 AA1914  X           -     303,935.178 (meters)                     COMP
 AA1914  Y           -  -5,289,795.901 (meters)                     COMP
 AA1914  Z           -   3,538,835.589 (meters)                     COMP
 AA1914  LAPLACE CORR-          -3.88  (seconds)                    DEFLEC99
 AA1914  ELLIP HEIGHT-         113.09  (meters)          (07/29/02) GPS OBS
 AA1914  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA1914
 AA1914  HORZ ORDER  -  FIRST
 AA1914  ELLP ORDER  -  FOURTH    CLASS I
 AA1914
 AA1914.The horizontal coordinates were established by GPS observations
 AA1914.and adjusted by the National Geodetic Survey in September 1994..
 AA1914
 AA1914.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1914.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1914
 AA1914.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1914
 AA1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1914
 AA1914.The ellipsoidal height was determined by GPS observations
 AA1914.and is referenced to NAD 83.
 AA1914
 AA1914.The geoid height was determined by GEOID03.
 AA1914
 AA1914;                    North         East     Units Scale Factor Converg.
 AA1914;SPC AL W     -   434,546.921   672,905.267   MT  0.99999883   +0 26 23.8
 AA1914;UTM  16      - 3,752,945.051   526,661.133   MT  0.99960876   +0 09 39.4
 AA1914
 AA1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1914!SPC AL W     -   0.99998225  x   0.99999883  =   0.99998108
 AA1914!UTM  16      -   0.99998225  x   0.99960876  =   0.99959101
 AA1914
 AA1914:                Primary Azimuth Mark                     Grid Az
 AA1914:SPC AL W     -  5 21                                     270 56 46.2
 AA1914:UTM  16      -  5 21                                     271 13 30.6
 AA1914
 AA1914|---------------------------------------------------------------------|
 AA1914| PID    Reference Object                     Distance      Geod. Az  |
 AA1914|                                                           dddmmss.s |
 AA1914| AA1913 5 21                                421.600 METERS 2712310.0 |
 AA1914|---------------------------------------------------------------------|
 AA1914
 AA1914                          SUPERSEDED SURVEY CONTROL
 AA1914
 AA1914  ELLIP H (09/29/94)  113.15   (m)                       GP(       ) 3 2
 AA1914  NGVD 29 (09/29/94)  141.9    (m)          466.     (f) GPS OBS        
 AA1914
 AA1914.Superseded values are not recommended for survey control.
 AA1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1914.See file dsdata.txt to determine how the superseded data were derived.
 AA1914
 AA1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2666152945(NAD 83)
 AA1914_MARKER: DD = SURVEY DISK
 AA1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1914_SP_SET: CONCRETE POST
 AA1914_STAMPING: 5-22 1993
 AA1914_MARK LOGO: ALHD  
 AA1914_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1914+STABILITY: SURFACE MOTION
 AA1914_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1914+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1914
 AA1914  HISTORY     - Date     Condition        Report By
 AA1914  HISTORY     - 1993     MONUMENTED       ALHD
 AA1914
 AA1914                          STATION DESCRIPTION
 AA1914
 AA1914'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1914'THE STATION IS IN BLOUNT COUNTY ON THE SOUTH RIGHT OF WAY OF AL 160
 AA1914'ABOUT 9.20 MI (14.81 KM) SOUTHWEST OF CLEVELAND AND ABOUT 13.45 MI
 AA1914'(21.65 KM) WEST OF ONEONTA. TO REACH THE STATION FROM THE JUNCTION OF
 AA1914'U.S. 231 AND AL 160 WEST (MILEPOST 262.33 ON U.S. 231 AND MILEPOST
 AA1914'18.38 ON AL 160) IN CLEVELAND, DRIVE SOUTHWEST ON AL 160 FOR 0.75 MI
 AA1914'(1.21 KM) TO MILEPOST 17.60, AL 160 STRAIGHT AHEAD, AND AL 79 LEFT AND
 AA1914'RIGHT. CONTINUE WEST AND SOUTHWEST ON AL 160 FOR 9.25 MI (14.89 KM) TO
 AA1914'MILEPOST 8.35 AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9
 AA1914'M) NORTH OF A SEVEN STRAND BARBED WIRE FENCE ON OLD WOOD POSTS AND
 AA1914'GREEN METAL POSTS WITH WHITE TOPS, 7.0 FT (2.1 M) WEST-NORTHWEST OF
 AA1914'THE NORTHEAST FENCE CORNER OF A SEVEN STRAND BARBED WIRE FENCE ON OLD
 AA1914'WOOD POSTS AND GREEN METAL POSTS WITH WHITE TOPS, 38.8 FT (11.8 M)
 AA1914'SOUTH OF THE CENTERLINE OF AL 160, 77.4 FT (23.6 M) SOUTH OF THE SOUTH
 AA1914'POST OF A METAL TUBE GATE ACROSS THE ROAD, 89.3 FT (27.2 M) SOUTH OF
 AA1914'THE NORTH POST OF A METAL TUBE GATE ACROSS THE ROAD, 99.0 FT (30.2 M)
 AA1914'SOUTHEAST OF A POWER AND CABLE POLE WITH TWO GUY WIRES ACROSS THE
 AA1914'ROAD, 2.4 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH
 AA1914'WITH THE GROUND. STATION 5-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1914'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1915 ***********************************************************************
 AA1915  DESIGNATION -  5 23
 AA1915  PID         -  AA1915
 AA1915  STATE/COUNTY-  AL/BLOUNT
 AA1915  USGS QUAD   -  BLOUNT SPRINGS (1978)
 AA1915
 AA1915                         *CURRENT SURVEY CONTROL
 AA1915  ___________________________________________________________________
 AA1915* NAD 83(1992)-  33 53 51.33237(N)    086 48 04.70936(W)     ADJUSTED  
 AA1915* NAVD 88     -       186.6    (meters)     612.     (feet)  VERTCON   
 AA1915  ___________________________________________________________________
 AA1915  X           -     295,718.257 (meters)                     COMP
 AA1915  Y           -  -5,291,476.187 (meters)                     COMP
 AA1915  Z           -   3,537,111.743 (meters)                     COMP
 AA1915  LAPLACE CORR-          -3.67  (seconds)                    DEFLEC99
 AA1915  ELLIP HEIGHT-         157.90  (meters)          (07/29/02) GPS OBS
 AA1915  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AA1915
 AA1915  HORZ ORDER  -  FIRST
 AA1915  ELLP ORDER  -  FOURTH    CLASS I
 AA1915
 AA1915.The horizontal coordinates were established by GPS observations
 AA1915.and adjusted by the National Geodetic Survey in September 1994..
 AA1915
 AA1915.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1915.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1915
 AA1915.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1915
 AA1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1915
 AA1915.The ellipsoidal height was determined by GPS observations
 AA1915.and is referenced to NAD 83.
 AA1915
 AA1915.The geoid height was determined by GEOID03.
 AA1915
 AA1915;                    North         East     Units Scale Factor Converg.
 AA1915;SPC AL W     -   432,379.776   664,622.155   MT  0.99998480   +0 23 22.9
 AA1915;UTM  16      - 3,750,819.077   518,370.765   MT  0.99960416   +0 06 38.9
 AA1915
 AA1915!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1915!SPC AL W     -   0.99997521  x   0.99998480  =   0.99996001
 AA1915!UTM  16      -   0.99997521  x   0.99960416  =   0.99957938
 AA1915
 AA1915                          SUPERSEDED SURVEY CONTROL
 AA1915
 AA1915  ELLIP H (09/29/94)  157.96   (m)                       GP(       ) 3 2
 AA1915  NGVD 29 (09/29/94)  186.6    (m)          612.     (f) GPS OBS        
 AA1915
 AA1915.Superseded values are not recommended for survey control.
 AA1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1915.See file dsdata.txt to determine how the superseded data were derived.
 AA1915
 AA1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1837150819(NAD 83)
 AA1915_MARKER: DD = SURVEY DISK
 AA1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1915_SP_SET: CONCRETE POST
 AA1915_STAMPING: 5-23 1993
 AA1915_MARK LOGO: ALHD  
 AA1915_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1915+STABILITY: SURFACE MOTION
 AA1915_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1915+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1915
 AA1915  HISTORY     - Date     Condition        Report By
 AA1915  HISTORY     - 1993     MONUMENTED       ALHD
 AA1915
 AA1915                          STATION DESCRIPTION
 AA1915
 AA1915'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1915'THE STATION IS IN BLOUNT COUNTY ON THE WEST RIGHT OF WAY OF A GRAVEL
 AA1915'ROAD ABOUT 14.35 MI (23.09 KM) SOUTHWEST OF CLEVELAND AND ABOUT 10.70
 AA1915'MI (17.22 KM) WEST OF LOCUST FORK. TO REACH THE STATION FROM THE
 AA1915'JUNCTION OF U.S. 231 AND AL 160 WEST (MILEPOST 262.33 ON U.S. 231 AND
 AA1915'MILEPOST 18.38 ON AL 160) IN CLEVELAND, DRIVE SOUTHWEST ON AL 160 FOR
 AA1915'0.75 MI (1.21 KM) TO MILEPOST 17.60, AL 160 STRAIGHT AHEAD, AND AL 79
 AA1915'LEFT AND RIGHT. CONTINUE WEST AND SOUTHWEST ON AL 160 FOR 12.65 MI
 AA1915'(20.36 KM) TO MILEPOST 4.95 AND BLOUNT COUNTY ROAD 7 RIGHT IN HAYDEN.
 AA1915'TURN RIGHT ON BLOUNT COUNTY ROAD 7 AND DRIVE NORTHWEST FOR 0.45 MI
 AA1915'(0.72 KM) TO A PAVED COUNTY ROAD LEFT. TURN LEFT ON THE PAVED COUNTY
 AA1915'ROAD AND DRIVE WEST FOR 2.55 MI (4.10 KM) TO A T-INTERSECTION WITH A
 AA1915'GRAVEL ROAD LEFT AND RIGHT. TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 AA1915'SOUTH FOR 0.20 MI (0.32 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA1915'IS 2.6 FT (0.8 M) EAST-SOUTHEAST OF AN EIGHT STRAND BARBED WIRE FENCE
 AA1915'ON OLD WOOD POSTS AND RUSTY METAL POSTS, 13.8 FT (4.2 M)
 AA1915'WEST-NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 42.7 FT (13.0 M)
 AA1915'NORTH-NORTHEAST OF A CABLE POLE (66), 2.3 FT (0.7 M) SOUTHEAST OF A
 AA1915'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 5-24
 AA1915'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1916 ***********************************************************************
 AA1916  DESIGNATION -  5 24
 AA1916  PID         -  AA1916
 AA1916  STATE/COUNTY-  AL/BLOUNT
 AA1916  USGS QUAD   -  BLOUNT SPRINGS (1978)
 AA1916
 AA1916                         *CURRENT SURVEY CONTROL
 AA1916  ___________________________________________________________________
 AA1916* NAD 83(1992)-  33 54 22.72121(N)    086 48 05.92489(W)     ADJUSTED  
 AA1916* NAVD 88     -       203.4    (meters)     667.     (feet)  VERTCON   
 AA1916  ___________________________________________________________________
 AA1916  X           -     295,657.758 (meters)                     COMP
 AA1916  Y           -  -5,290,953.296 (meters)                     COMP
 AA1916  Z           -   3,537,923.886 (meters)                     COMP
 AA1916  LAPLACE CORR-          -3.42  (seconds)                    DEFLEC99
 AA1916  ELLIP HEIGHT-         174.77  (meters)          (07/29/02) GPS OBS
 AA1916  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AA1916
 AA1916  HORZ ORDER  -  FIRST
 AA1916  ELLP ORDER  -  FOURTH    CLASS I
 AA1916
 AA1916.The horizontal coordinates were established by GPS observations
 AA1916.and adjusted by the National Geodetic Survey in September 1994..
 AA1916
 AA1916.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1916.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1916
 AA1916.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1916
 AA1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1916
 AA1916.The ellipsoidal height was determined by GPS observations
 AA1916.and is referenced to NAD 83.
 AA1916
 AA1916.The geoid height was determined by GEOID03.
 AA1916
 AA1916;                    North         East     Units Scale Factor Converg.
 AA1916;SPC AL W     -   433,346.657   664,584.350   MT  0.99998473   +0 23 22.5
 AA1916;UTM  16      - 3,751,785.763   518,337.680   MT  0.99960415   +0 06 38.3
 AA1916
 AA1916!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1916!SPC AL W     -   0.99997256  x   0.99998473  =   0.99995729
 AA1916!UTM  16      -   0.99997256  x   0.99960415  =   0.99957673
 AA1916
 AA1916                          SUPERSEDED SURVEY CONTROL
 AA1916
 AA1916  ELLIP H (09/29/94)  174.83   (m)                       GP(       ) 3 2
 AA1916  NGVD 29 (09/29/94)  203.4    (m)          667.     (f) GPS OBS        
 AA1916
 AA1916.Superseded values are not recommended for survey control.
 AA1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1916.See file dsdata.txt to determine how the superseded data were derived.
 AA1916
 AA1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1833851786(NAD 83)
 AA1916_MARKER: DD = SURVEY DISK
 AA1916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1916_SP_SET: CONCRETE POST
 AA1916_STAMPING: 5-24 1993
 AA1916_MARK LOGO: ALHD  
 AA1916_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1916+STABILITY: SURFACE MOTION
 AA1916_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1916+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1916
 AA1916  HISTORY     - Date     Condition        Report By
 AA1916  HISTORY     - 1993     MONUMENTED       ALHD
 AA1916
 AA1916                          STATION DESCRIPTION
 AA1916
 AA1916'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1916'THE STATION IS IN BLOUNT COUNTY ON THE WEST RIGHT OF WAY OF A GRAVEL
 AA1916'ROAD ABOUT 14.10 MI (22.69 KM) SOUTHWEST OF CLEVELAND AND ABOUT 10.65
 AA1916'MI (17.14 KM) WEST OF LOCUST FORK. TO REACH THE STATION FROM THE
 AA1916'JUNCTION OF U.S. 231 AND AL 160 WEST (MILEPOST 262.33 ON U.S. 231 AND
 AA1916'MILEPOST 18.38 ON AL 160) IN CLEVELAND, DRIVE SOUTHWEST ON AL 160 FOR
 AA1916'0.75 MI (1.21 KM) TO MILEPOST 17.60, AL 160 STRAIGHT AHEAD, AND AL 79
 AA1916'LEFT AND RIGHT. CONTINUE WEST AND SOUTHWEST ON AL 160 FOR 12.65 MI
 AA1916'(20.36 KM) TO MILEPOST 4.95 AND BLOUNT COUNTY ROAD 7 RIGHT IN HAYDEN.
 AA1916'TURN RIGHT ON BLOUNT COUNTY ROAD 7 AND DRIVE NORTHWEST FOR 0.45 MI
 AA1916'(0.72 KM) TO A PAVED COUNTY ROAD LEFT. TURN LEFT ON THE PAVED COUNTY
 AA1916'ROAD AND DRIVE WEST FOR 2.55 MI (4.10 KM) TO A T-INTERSECTION WITH A
 AA1916'GRAVEL ROAD LEFT AND RIGHT. TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 AA1916'NORTH FOR 0.35 MI (0.56 KM) TO ANOTHER GRAVEL ROAD LEFT. TURN LEFT ON
 AA1916'THE GRAVEL ROAD AND DRIVE NORTH FOR 0.10 MI (0.16 KM) TO THE STATION
 AA1916'ON THE LEFT. THE STATION IS 2.4 FT (0.7 M) EAST-NORTHEAST OF A FIVE
 AA1916'STRAND BARBED WIRE FENCE ON OLD WOOD POSTS AND RUSTY METAL POSTS WITH
 AA1916'WHITE TOPS, 14.2 FT (4.3 M) WEST-SOUTHWEST OF THE CENTER OF THE GRAVEL
 AA1916'ROAD, 132.0 FT (40.2 M) SOUTH OF THE NORTHWEST FENCE CORNER OF A HOG
 AA1916'WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON RUSTY METAL POSTS WITH
 AA1916'WHITE TOPS ACROSS THE ROAD, 2.4 FT (0.7 M) EAST OF A CARSONITE WITNESS
 AA1916'POST AND SET FLUSH WITH THE GROUND. STATION 5-23 1993 MAY BE USED AS
 AA1916'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1917 ***********************************************************************
 AA1917  DESIGNATION -  5 25
 AA1917  PID         -  AA1917
 AA1917  STATE/COUNTY-  AL/BLOUNT
 AA1917  USGS QUAD   -  GARDEN CITY (1993)
 AA1917
 AA1917                         *CURRENT SURVEY CONTROL
 AA1917  ___________________________________________________________________
 AA1917* NAD 83(1992)-  34 00 13.05088(N)    086 42 24.47131(W)     ADJUSTED  
 AA1917* NAVD 88     -       249.2    (meters)     818.     (feet)  VERTCON   
 AA1917  ___________________________________________________________________
 AA1917  X           -     304,071.895 (meters)                     COMP
 AA1917  Y           -  -5,284,475.262 (meters)                     COMP
 AA1917  Z           -   3,546,903.255 (meters)                     COMP
 AA1917  LAPLACE CORR-          -2.58  (seconds)                    DEFLEC99
 AA1917  ELLIP HEIGHT-         220.52  (meters)          (07/29/02) GPS OBS
 AA1917  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AA1917
 AA1917  HORZ ORDER  -  FIRST
 AA1917  ELLP ORDER  -  FOURTH    CLASS I
 AA1917
 AA1917.The horizontal coordinates were established by GPS observations
 AA1917.and adjusted by the National Geodetic Survey in September 1994..
 AA1917
 AA1917.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1917.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1917
 AA1917.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1917
 AA1917.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1917
 AA1917.The ellipsoidal height was determined by GPS observations
 AA1917.and is referenced to NAD 83.
 AA1917
 AA1917.The geoid height was determined by GEOID03.
 AA1917
 AA1917;                    North         East     Units Scale Factor Converg.
 AA1917;SPC AL W     -   444,204.225   673,272.721   MT  0.99999949   +0 26 37.0
 AA1917;UTM  16      - 3,762,596.681   527,075.502   MT  0.99960904   +0 09 50.3
 AA1917
 AA1917!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1917!SPC AL W     -   0.99996538  x   0.99999949  =   0.99996487
 AA1917!UTM  16      -   0.99996538  x   0.99960904  =   0.99957444
 AA1917
 AA1917                          SUPERSEDED SURVEY CONTROL
 AA1917
 AA1917  ELLIP H (09/29/94)  220.58   (m)                       GP(       ) 3 2
 AA1917  NGVD 29 (09/29/94)  249.2    (m)          818.     (f) GPS OBS        
 AA1917
 AA1917.Superseded values are not recommended for survey control.
 AA1917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1917.See file dsdata.txt to determine how the superseded data were derived.
 AA1917
 AA1917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2707662597(NAD 83)
 AA1917_MARKER: DD = SURVEY DISK
 AA1917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1917_SP_SET: CONCRETE POST
 AA1917_STAMPING: 5-25 1993
 AA1917_MARK LOGO: ALHD  
 AA1917_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1917+STABILITY: SURFACE MOTION
 AA1917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1917+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1917
 AA1917  HISTORY     - Date     Condition        Report By
 AA1917  HISTORY     - 1993     MONUMENTED       ALHD
 AA1917  HISTORY     - 20050503 MARK NOT FOUND   INDIV
 AA1917
 AA1917                          STATION DESCRIPTION
 AA1917
 AA1917'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1917'THE STATION IS IN BLOUNT COUNTY ON THE EAST RIGHT OF WAY OF A GRAVEL
 AA1917'ROAD ABOUT 7.40 MI (11.91 KM) WEST OF CLEVELAND AND ABOUT 8.45 MI
 AA1917'(13.60 KM) SOUTHWEST OF BLOUNTSVILLE. TO REACH THE STATION FROM THE
 AA1917'JUNCTION OF U.S. 231 AND BLOUNT COUNTY ROAD 26 (MILEPOST 268.90 ON
 AA1917'U.S. 231) IN BLOUNTSVILLE, DRIVE SOUTHWEST ON BLOUNT COUNTY ROAD 26
 AA1917'FOR 8.50 MI (13.68 KM) TO A GRAVEL ROAD LEFT. TURN LEFT ON THE GRAVEL
 AA1917'ROAD AND DRIVE SOUTH FOR 1.20 MI (1.93 KM) TO THE STATION ON THE LEFT.
 AA1917'THE STATION IS 15.0 FT (4.6 M) EAST-SOUTHEAST OF THE CENTER OF THE
 AA1917'GRAVEL ROAD, 47.2 FT (14.4 M) SOUTHWEST OF A POWER POLE, 132.3 FT
 AA1917'(40.3 M) EAST OF A JUNCTION POWER POLE WITH TWO GUY WIRES ACROSS THE
 AA1917'ROAD IN A FIELD, 143.0 FT (43.6 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE
 AA1917'PEDESTAL C 219, 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS POST AND
 AA1917'SET FLUSH WITH THE GROUND. STATION 5-26 1993 MAY BE USED AS AN AZIMUTH
 AA1917'FOR THIS STATION.
 AA1917
 AA1917                          STATION RECOVERY (2005)
 AA1917
 AA1917'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JMH)
 AA1917'THE DESCRIPTION IS ADEQUATE TO LOCATE THE POSITION. THE CARSONITE
 AA1917'STAKE
 AA1917'IS MISSING. THE SURVEYOR FOUND A RECENTLY EXCAVATED HOLE AT THE POINT
 AA1917' 
 AA1917'DESCRIBED. 5-26 WAS NOT FOUND EITHER AND SUSPECT IS THE CONSTRUCTION
 AA1917'OF A WATER LINE. IT IS MY HUMBLE OPINION THIS MONUMENT WAS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1918 ***********************************************************************
 AA1918  DESIGNATION -  5 26
 AA1918  PID         -  AA1918
 AA1918  STATE/COUNTY-  AL/BLOUNT
 AA1918  USGS QUAD   -  GARDEN CITY (1993)
 AA1918
 AA1918                         *CURRENT SURVEY CONTROL
 AA1918  ___________________________________________________________________
 AA1918* NAD 83(1992)-  34 00 35.80292(N)    086 42 18.96860(W)     ADJUSTED  
 AA1918* NAVD 88     -       265.7    (meters)     872.     (feet)  VERTCON   
 AA1918  ___________________________________________________________________
 AA1918  X           -     304,191.126 (meters)                     COMP
 AA1918  Y           -  -5,284,089.373 (meters)                     COMP
 AA1918  Z           -   3,547,493.650 (meters)                     COMP
 AA1918  LAPLACE CORR-          -2.54  (seconds)                    DEFLEC99
 AA1918  ELLIP HEIGHT-         237.04  (meters)          (07/29/02) GPS OBS
 AA1918  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AA1918
 AA1918  HORZ ORDER  -  FIRST
 AA1918  ELLP ORDER  -  FOURTH    CLASS I
 AA1918
 AA1918.The horizontal coordinates were established by GPS observations
 AA1918.and adjusted by the National Geodetic Survey in September 1994..
 AA1918
 AA1918.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1918.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1918
 AA1918.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1918
 AA1918.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1918
 AA1918.The ellipsoidal height was determined by GPS observations
 AA1918.and is referenced to NAD 83.
 AA1918
 AA1918.The geoid height was determined by GEOID03.
 AA1918
 AA1918;                    North         East     Units Scale Factor Converg.
 AA1918;SPC AL W     -   444,906.329   673,408.485   MT  0.99999974   +0 26 40.4
 AA1918;UTM  16      - 3,763,297.840   527,214.637   MT  0.99960913   +0 09 53.5
 AA1918
 AA1918!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1918!SPC AL W     -   0.99996279  x   0.99999974  =   0.99996253
 AA1918!UTM  16      -   0.99996279  x   0.99960913  =   0.99957193
 AA1918
 AA1918                          SUPERSEDED SURVEY CONTROL
 AA1918
 AA1918  ELLIP H (09/29/94)  237.10   (m)                       GP(       ) 3 2
 AA1918  NGVD 29 (09/29/94)  265.7    (m)          872.     (f) GPS OBS        
 AA1918
 AA1918.Superseded values are not recommended for survey control.
 AA1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1918.See file dsdata.txt to determine how the superseded data were derived.
 AA1918
 AA1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2721563298(NAD 83)
 AA1918_MARKER: DD = SURVEY DISK
 AA1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1918_SP_SET: CONCRETE POST
 AA1918_STAMPING: 5-26 1993
 AA1918_MARK LOGO: ALHD  
 AA1918_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1918+STABILITY: SURFACE MOTION
 AA1918_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1918+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1918
 AA1918  HISTORY     - Date     Condition        Report By
 AA1918  HISTORY     - 1993     MONUMENTED       ALHD
 AA1918  HISTORY     - 20050503 MARK NOT FOUND   INDIV
 AA1918
 AA1918                          STATION DESCRIPTION
 AA1918
 AA1918'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1918'THE STATION IS IN BLOUNT COUNTY ON THE WEST RIGHT OF WAY OF A GRAVEL
 AA1918'ROAD ABOUT 7.45 MI (11.99 KM) WEST OF CLEVELAND AND ABOUT 8.15 MI
 AA1918'(13.12 KM) SOUTHWEST OF BLOUNTSVILLE. TO REACH THE STATION FROM THE
 AA1918'JUNCTION OF U.S. 231 AND BLOUNT COUNTY ROAD 26 (MILEPOST 268.90 ON
 AA1918'U.S. 231) IN BLOUNTSVILLE, DRIVE SOUTHWEST ON BLOUNT COUNTY ROAD 26
 AA1918'FOR 8.50 MI (13.68 KM) TO A GRAVEL ROAD LEFT. TURN LEFT ON THE GRAVEL
 AA1918'ROAD AND DRIVE SOUTH FOR 0.70 MI (1.13 KM) TO THE STATION ON THE
 AA1918'RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST OF A TWO STRAND ELECTRIC
 AA1918'BARBED WIRE FENCE ON WOOD POSTS, 14.6 FT (4.5 M) WEST OF THE CENTER OF
 AA1918'THE GRAVEL ROAD, 300 FT (91.4 M) NORTH OF A WHITE METAL MAILBOX ON A
 AA1918'BLACK METAL POST, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST AND
 AA1918'SET FLUSH WITH THE GROUND. STATION 5-25 1993 MAY BE USED AS AN AZIMUTH
 AA1918'FOR THIS STATION.
 AA1918
 AA1918                          STATION RECOVERY (2005)
 AA1918
 AA1918'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (JMH)
 AA1918'THE CARSONITE STAKE WAS FOUND BY DIFFERENTIAL GPS. THE WOODEN FENCE IS
 AA1918'NOW BARB WIRE FENCE ON METAL POSTS.  A WATER LINE HAS BEEN RECENTLY
 AA1918'CONSTRUCTED AND A NEW HYDRANT WAS NOTICED 300' WEST. LOCATION OF THIS
 AA1918' 
 AA1918'POINT WOULD REQUIRE DIRECT MEASUREMENT WITH STATIC GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1919 ***********************************************************************
 AA1919  DESIGNATION -  5 27
 AA1919  PID         -  AA1919
 AA1919  STATE/COUNTY-  AL/BLOUNT
 AA1919  USGS QUAD   -  BLOUNTSVILLE (1986)
 AA1919
 AA1919                         *CURRENT SURVEY CONTROL
 AA1919  ___________________________________________________________________
 AA1919* NAD 83(1992)-  34 00 04.71323(N)    086 34 58.69634(W)     ADJUSTED  
 AA1919* NAVD 88     -       186.2    (meters)     611.     (feet)  VERTCON   
 AA1919  ___________________________________________________________________
 AA1919  X           -     315,497.304 (meters)                     COMP
 AA1919  Y           -  -5,283,896.815 (meters)                     COMP
 AA1919  Z           -   3,546,654.889 (meters)                     COMP
 AA1919  LAPLACE CORR-          -2.88  (seconds)                    DEFLEC99
 AA1919  ELLIP HEIGHT-         157.24  (meters)          (07/29/02) GPS OBS
 AA1919  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AA1919
 AA1919  HORZ ORDER  -  FIRST
 AA1919  ELLP ORDER  -  FOURTH    CLASS I
 AA1919
 AA1919.The horizontal coordinates were established by GPS observations
 AA1919.and adjusted by the National Geodetic Survey in September 1994..
 AA1919
 AA1919.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1919.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1919
 AA1919.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1919
 AA1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1919
 AA1919.The ellipsoidal height was determined by GPS observations
 AA1919.and is referenced to NAD 83.
 AA1919
 AA1919.The geoid height was determined by GEOID03.
 AA1919
 AA1919;                    North         East     Units Scale Factor Converg.
 AA1919;SPC AL W     -   444,042.814   684,713.928   MT  1.00002177   +0 30 46.2
 AA1919;UTM  16      - 3,762,379.518   538,511.243   MT  0.99961828   +0 13 59.6
 AA1919
 AA1919!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1919!SPC AL W     -   0.99997532  x   1.00002177  =   0.99999709
 AA1919!UTM  16      -   0.99997532  x   0.99961828  =   0.99959361
 AA1919
 AA1919:                Primary Azimuth Mark                     Grid Az
 AA1919:SPC AL W     -  5 28                                     023 48 59.9
 AA1919:UTM  16      -  5 28                                     024 05 46.5
 AA1919
 AA1919|---------------------------------------------------------------------|
 AA1919| PID    Reference Object                     Distance      Geod. Az  |
 AA1919|                                                           dddmmss.s |
 AA1919| AA1920 5 28                                469.352 METERS 0241946.1 |
 AA1919|---------------------------------------------------------------------|
 AA1919
 AA1919                          SUPERSEDED SURVEY CONTROL
 AA1919
 AA1919  ELLIP H (09/29/94)  157.31   (m)                       GP(       ) 3 2
 AA1919  NGVD 29 (09/29/94)  186.2    (m)          611.     (f) GPS OBS        
 AA1919
 AA1919.Superseded values are not recommended for survey control.
 AA1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1919.See file dsdata.txt to determine how the superseded data were derived.
 AA1919
 AA1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3851162380(NAD 83)
 AA1919_MARKER: DD = SURVEY DISK
 AA1919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1919_SP_SET: CONCRETE POST
 AA1919_STAMPING: 5-27 1993
 AA1919_MARK LOGO: ALHD  
 AA1919_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1919+STABILITY: SURFACE MOTION
 AA1919_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1919+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1919
 AA1919  HISTORY     - Date     Condition        Report By
 AA1919  HISTORY     - 1993     MONUMENTED       ALHD
 AA1919
 AA1919                          STATION DESCRIPTION
 AA1919
 AA1919'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1919'THE STATION IS IN BLOUNT COUNTY ON THE WEST RIGHT OF WAY OF AL 79
 AA1919'ABOUT 0.70 MI (1.13 KM) NORTH OF CLEVELAND AND ABOUT 5.60 MI (9.01 KM)
 AA1919'SOUTH OF BLOUNTSVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA1919'231 AND AL 160 WEST (MILEPOST 262.33 ON U.S. 231 AND MILEPOST 18.38 ON
 AA1919'AL 160) IN CLEVELAND, DRIVE NORTH ON U.S. 231 FOR 1.05 MI (1.69 KM) TO
 AA1919'MILEPOST 263.40 AND THE JUNCTION OF AL 79 NORTH AND SOUTH. TURN LEFT
 AA1919'ON AL 79 AND DRIVE SOUTH FOR 0.35 MI (0.56 KM) TO MILEPOST 37.35 AND
 AA1919'THE STATION ON THE RIGHT. THE STATION IS 4.5 FT (1.4 M) EAST-SOUTHEAST
 AA1919'OF A SIX STRAND BARBED WIRE FENCE ON RUSTY METAL POSTS WITH TWO BY
 AA1919'EIGHT BOARDS OUTLINING THE TOP, 55.6 FT (16.9 M) WEST-NORTHWEST OF THE
 AA1919'CENTERLINE OF AL 79, 66.0 FT (20.1 M) NORTH-NORTHEAST OF A CABLE POLE,
 AA1919'69.2 FT (21.1 M) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A SIX
 AA1919'STRAND BARBED WIRE FENCE ON RUSTY METAL POSTS WITH TWO BY EIGHT BOARDS
 AA1919'OUTLINING THE TOP, 4.5 FT (1.4 M) EAST OF A CARSONITE WITNESS POST AND
 AA1919'SET FLUSH WITH THE GROUND. STATION 5-28 1993 MAY BE USED AS AN AZIMUTH
 AA1919'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1920 ***********************************************************************
 AA1920  DESIGNATION -  5 28
 AA1920  PID         -  AA1920
 AA1920  STATE/COUNTY-  AL/BLOUNT
 AA1920  USGS QUAD   -  BLOUNTSVILLE (1986)
 AA1920
 AA1920                         *CURRENT SURVEY CONTROL
 AA1920  ___________________________________________________________________
 AA1920* NAD 83(1992)-  34 00 18.59323(N)    086 34 51.16094(W)     ADJUSTED  
 AA1920* NAVD 88     -       193.0    (meters)     633.     (feet)  VERTCON   
 AA1920  ___________________________________________________________________
 AA1920  X           -     315,676.409 (meters)                     COMP
 AA1920  Y           -  -5,283,652.139 (meters)                     COMP
 AA1920  Z           -   3,547,013.223 (meters)                     COMP
 AA1920  LAPLACE CORR-          -2.89  (seconds)                    DEFLEC99
 AA1920  ELLIP HEIGHT-         164.01  (meters)          (07/29/02) GPS OBS
 AA1920  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AA1920
 AA1920  HORZ ORDER  -  FIRST
 AA1920  ELLP ORDER  -  FOURTH    CLASS I
 AA1920
 AA1920.The horizontal coordinates were established by GPS observations
 AA1920.and adjusted by the National Geodetic Survey in September 1994..
 AA1920
 AA1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1920
 AA1920.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1920
 AA1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1920
 AA1920.The ellipsoidal height was determined by GPS observations
 AA1920.and is referenced to NAD 83.
 AA1920
 AA1920.The geoid height was determined by GEOID03.
 AA1920
 AA1920;                    North         East     Units Scale Factor Converg.
 AA1920;SPC AL W     -   444,472.207   684,903.461   MT  1.00002216   +0 30 50.6
 AA1920;UTM  16      - 3,762,807.808   538,702.792   MT  0.99961846   +0 14 03.9
 AA1920
 AA1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1920!SPC AL W     -   0.99997425  x   1.00002216  =   0.99999641
 AA1920!UTM  16      -   0.99997425  x   0.99961846  =   0.99959272
 AA1920
 AA1920:                Primary Azimuth Mark                     Grid Az
 AA1920:SPC AL W     -  5 27                                     203 48 59.7
 AA1920:UTM  16      -  5 27                                     204 05 46.4
 AA1920
 AA1920|---------------------------------------------------------------------|
 AA1920| PID    Reference Object                     Distance      Geod. Az  |
 AA1920|                                                           dddmmss.s |
 AA1920| AA1919 5 27                                469.352 METERS 2041950.3 |
 AA1920|---------------------------------------------------------------------|
 AA1920
 AA1920                          SUPERSEDED SURVEY CONTROL
 AA1920
 AA1920  ELLIP H (09/29/94)  164.07   (m)                       GP(       ) 3 2
 AA1920  NGVD 29 (09/29/94)  192.9    (m)          633.     (f) GPS OBS        
 AA1920
 AA1920.Superseded values are not recommended for survey control.
 AA1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1920.See file dsdata.txt to determine how the superseded data were derived.
 AA1920
 AA1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3870362808(NAD 83)
 AA1920_MARKER: DD = SURVEY DISK
 AA1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1920_SP_SET: CONCRETE POST
 AA1920_STAMPING: 5-28 1993
 AA1920_MARK LOGO: ALHD  
 AA1920_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1920+STABILITY: SURFACE MOTION
 AA1920_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1920+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1920
 AA1920  HISTORY     - Date     Condition        Report By
 AA1920  HISTORY     - 1993     MONUMENTED       ALHD
 AA1920
 AA1920                          STATION DESCRIPTION
 AA1920
 AA1920'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1920'THE STATION IS IN BLOUNT COUNTY ON THE EAST RIGHT OF WAY OF AL 79
 AA1920'ABOUT 1.00 MI (1.61 KM) NORTH OF CLEVELAND AND ABOUT 5.35 MI (8.61 KM)
 AA1920'SOUTH OF BLOUNTSVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA1920'231 AND AL 160 WEST (MILEPOST 262.33 ON U.S. 231 AND MILEPOST 18.38 ON
 AA1920'AL 160) IN CLEVELAND, DRIVE NORTH ON U.S. 231 FOR 1.05 MI (1.69 KM) TO
 AA1920'MILEPOST 263.40 AND THE JUNCTION OF AL 79 NORTH AND SOUTH. TURN LEFT
 AA1920'ON AL 79 AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 AA1920'LEFT. THE STATION IS 34.1 FT (10.4 M) NORTHEAST OF A U.S. 231 SOUTH
 AA1920'SIGN, 35.3 FT (10.8 M) NORTHEAST OF A U.S. 231 NORTH SIGN, 36.7 FT
 AA1920'(11.2 M) NORTHEAST OF AN AL 79 NORTH SIGN, 45.5 FT (13.9 M)
 AA1920'SOUTH-SOUTHWEST OF THE CENTER OF A CONCRETE HEADWALL ON THE SOUTHEAST
 AA1920'END OF A THIRTY-INCH CONCRETE DRAINAGE PIPE UNDER THE INTERSECTION OF
 AA1920'AL 79 AND U.S. 231, 62.1 FT (18.9 M) EAST OF THE CENTER OF AL 79, 69.8
 AA1920'FT (21.3 M) SOUTH-SOUTHWEST OF A YIELD AND DO NOT ENTER SIGN, 83.6 FT
 AA1920'(25.5 M) WEST-SOUTHWEST OF A U.S. 231 SOUTH SIGN, 2.1 FT (0.6 M) WEST
 AA1920'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA1920'5-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1921 ***********************************************************************
 AA1921  DESIGNATION -  5 29
 AA1921  PID         -  AA1921
 AA1921  STATE/COUNTY-  AL/BLOUNT
 AA1921  USGS QUAD   -  CLARENCE (1982)
 AA1921
 AA1921                         *CURRENT SURVEY CONTROL
 AA1921  ___________________________________________________________________
 AA1921* NAD 83(1992)-  34 00 42.76348(N)    086 26 57.15348(W)     ADJUSTED  
 AA1921* NAVD 88     -       252.2    (meters)     827.     (feet)  VERTCON   
 AA1921  ___________________________________________________________________
 AA1921  X           -     327,794.911 (meters)                     COMP
 AA1921  Y           -  -5,282,545.850 (meters)                     COMP
 AA1921  Z           -   3,547,663.616 (meters)                     COMP
 AA1921  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AA1921  ELLIP HEIGHT-         223.06  (meters)          (07/29/02) GPS OBS
 AA1921  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA1921
 AA1921  HORZ ORDER  -  FIRST
 AA1921  ELLP ORDER  -  FOURTH    CLASS I
 AA1921
 AA1921.The horizontal coordinates were established by GPS observations
 AA1921.and adjusted by the National Geodetic Survey in September 1994..
 AA1921
 AA1921.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1921.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1921
 AA1921.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1921
 AA1921.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1921
 AA1921.The ellipsoidal height was determined by GPS observations
 AA1921.and is referenced to NAD 83.
 AA1921
 AA1921.The geoid height was determined by GEOID03.
 AA1921
 AA1921;                    North         East     Units Scale Factor Converg.
 AA1921;SPC AL W     -   445,333.886   697,059.142   MT  1.00004942   +0 35 16.2
 AA1921;UTM  16      - 3,763,609.809   550,857.542   MT  0.99963188   +0 18 29.2
 AA1921
 AA1921!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1921!SPC AL W     -   0.99996498  x   1.00004942  =   1.00001440
 AA1921!UTM  16      -   0.99996498  x   0.99963188  =   0.99959688
 AA1921
 AA1921                          SUPERSEDED SURVEY CONTROL
 AA1921
 AA1921  ELLIP H (09/29/94)  223.12   (m)                       GP(       ) 3 2
 AA1921  NGVD 29 (09/29/94)  252.1    (m)          827.     (f) GPS OBS        
 AA1921
 AA1921.Superseded values are not recommended for survey control.
 AA1921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1921.See file dsdata.txt to determine how the superseded data were derived.
 AA1921
 AA1921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5085863610(NAD 83)
 AA1921_MARKER: DD = SURVEY DISK
 AA1921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1921_SP_SET: CONCRETE POST
 AA1921_STAMPING: 5-29 1993
 AA1921_MARK LOGO: ALHD  
 AA1921_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1921+STABILITY: SURFACE MOTION
 AA1921_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1921+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1921
 AA1921  HISTORY     - Date     Condition        Report By
 AA1921  HISTORY     - 1993     MONUMENTED       ALHD
 AA1921
 AA1921                          STATION DESCRIPTION
 AA1921
 AA1921'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1921'THE STATION IS IN BLOUNT COUNTY ON THE WEST RIGHT OF WAY OF AL 75
 AA1921'ABOUT 4.85 MI (7.81 KM) NORTH OF ONEONTA AND ABOUT 8.00 MI (12.87 KM)
 AA1921'SOUTH-SOUTHWEST OF SNEAD. TO REACH THE STATION FROM THE JUNCTION OF AL
 AA1921'75 AND U.S. 231 SOUTH (MILEPOST 29.49 ON AL 75 AND MILEPOST 254.65 ON
 AA1921'U.S. 231) IN ONEONTA, DRIVE NORTHEAST AND NORTH ON AL 75 FOR 5.15 MI
 AA1921'(8.29 KM) TO MILEPOST 34.65 AND THE STATION ON THE LEFT ON TOP OF A
 AA1921'SIX-FOOT BACKSLOPE. THE STATION IS 33.3 FT (10.1 M) WEST OF THE
 AA1921'CENTERLINE OF AL 75, 45.4 FT (13.8 M) NORTH-NORTHEAST OF A JUNCTION
 AA1921'POWER AND CABLE POLE WITH ONE GUY WIRE, 139.3 FT (42.5 M) NORTH OF A
 AA1921'METAL MAILBOX ON A STEEL POST, 149.0 FT (45.4 M) SOUTH-SOUTHWEST OF A
 AA1921'WHITE FOUR BY FOUR INCH WOOD POST WITH BAILEY 34626 ON IT ACROSS THE
 AA1921'ROAD, 2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA1921'WITH THE GROUND. STATION 5-30 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1921'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1661 ***********************************************************************
 EF1661  DESIGNATION -  5 3
 EF1661  PID         -  EF1661
 EF1661  STATE/COUNTY-  AL/BLOUNT
 EF1661  USGS QUAD   -  CLARENCE (1982)
 EF1661
 EF1661                         *CURRENT SURVEY CONTROL
 EF1661  ___________________________________________________________________
 EF1661* NAD 83(1992)-  34 05 54.93749(N)    086 24 27.96197(W)     ADJUSTED  
 EF1661* NAVD 88     -       244.9    (meters)     803.     (feet)  VERTCON   
 EF1661  ___________________________________________________________________
 EF1661  X           -     331,277.820 (meters)                     COMP
 EF1661  Y           -  -5,276,925.363 (meters)                     COMP
 EF1661  Z           -   3,555,628.917 (meters)                     COMP
 EF1661  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 EF1661  ELLIP HEIGHT-         215.80  (meters)          (07/29/02) GPS OBS
 EF1661  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EF1661
 EF1661  HORZ ORDER  -  FIRST
 EF1661  ELLP ORDER  -  FOURTH    CLASS I
 EF1661
 EF1661.The horizontal coordinates were established by GPS observations
 EF1661.and adjusted by the National Geodetic Survey in December 1992..
 EF1661
 EF1661.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1661.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1661
 EF1661.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1661
 EF1661.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1661
 EF1661.The ellipsoidal height was determined by GPS observations
 EF1661.and is referenced to NAD 83.
 EF1661
 EF1661.The geoid height was determined by GEOID03.
 EF1661
 EF1661;                    North         East     Units Scale Factor Converg.
 EF1661;SPC AL W     -   454,992.673   700,784.530   MT  1.00005850   +0 36 44.6
 EF1661;UTM  16      - 3,773,246.228   554,628.510   MT  0.99963679   +0 19 55.3
 EF1661
 EF1661!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1661!SPC AL W     -   0.99996612  x   1.00005850  =   1.00002462
 EF1661!UTM  16      -   0.99996612  x   0.99963679  =   0.99960293
 EF1661
 EF1661                          SUPERSEDED SURVEY CONTROL
 EF1661
 EF1661  ELLIP H (12/04/92)  215.88   (m)                       GP(       ) 4 1
 EF1661  NAD 83(1992)-  34 05 54.94634(N)    086 24 27.96457(W) AD(       ) 1
 EF1661  NGVD 29 (12/04/92)  244.9    (m)          803.     (f) GPS OBS        
 EF1661
 EF1661.Superseded values are not recommended for survey control.
 EF1661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1661.See file dsdata.txt to determine how the superseded data were derived.
 EF1661
 EF1661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5462973246(NAD 83)
 EF1661_MARKER: DD = SURVEY DISK
 EF1661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1661_SP_SET: CONCRETE POST
 EF1661_STAMPING: 5 - 3 1989
 EF1661_MARK LOGO: ALHD  
 EF1661_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1661+STABILITY: SURFACE MOTION
 EF1661_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1661+SATELLITE: SATELLITE OBSERVATIONS - January 11, 1990
 EF1661
 EF1661  HISTORY     - Date     Condition        Report By
 EF1661  HISTORY     - 1989     MONUMENTED       ALHD
 EF1661  HISTORY     - 19900111 GOOD
 EF1661
 EF1661                          STATION DESCRIPTION
 EF1661
 EF1661'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1661'THE STATION IS LOCATED IN BLOUNT COUNTY IN THE SOUTH SIDE OF SNEAD ON
 EF1661'THE WEST RIGHT OF WAY OF ALA. 75.
 EF1661'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA. 75 IN
 EF1661'SNEAD, DRIVE SOUTH ON ALA. 75 1.55 MI (2.49 KM) TO RIDGEWAY ROAD ON
 EF1661'THE LEFT, CONTINUE SOUTH ON ALA. 75 0.10 MI (0.16 KM) TO MILE POST
 EF1661'41.30 AND THE STATION ON THE RIGHT NEAR A GRAVEL DRIVEWAY.
 EF1661'THE STATION IS 34.0 FT (10.4 M) WEST-NORTHWEST OF THE CENTERLINE OF
 EF1661'ALA. 75, 29.0 FT (8.8 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL
 EF1661'DRIVEWAY, 12.1 FT (3.7 M) WEST OF ELLISON MAIL BOX POST, 3.0 FT
 EF1661'(0.9 M) WEST - NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1661'WITH THE GROUND.
 EF1661'STATION 5 - 2 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1661
 EF1661                          STATION RECOVERY (1990)
 EF1661
 EF1661'RECOVERED 1990
 EF1661'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1922 ***********************************************************************
 AA1922  DESIGNATION -  5 30
 AA1922  PID         -  AA1922
 AA1922  STATE/COUNTY-  AL/BLOUNT
 AA1922  USGS QUAD   -  CLARENCE (1982)
 AA1922
 AA1922                         *CURRENT SURVEY CONTROL
 AA1922  ___________________________________________________________________
 AA1922* NAD 83(1992)-  34 01 15.48343(N)    086 26 56.22127(W)     ADJUSTED  
 AA1922* NAVD 88     -       248.9    (meters)     817.     (feet)  VERTCON   
 AA1922  ___________________________________________________________________
 AA1922  X           -     327,783.682 (meters)                     COMP
 AA1922  Y           -  -5,281,978.705 (meters)                     COMP
 AA1922  Z           -   3,548,497.442 (meters)                     COMP
 AA1922  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AA1922  ELLIP HEIGHT-         219.76  (meters)          (07/29/02) GPS OBS
 AA1922  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA1922
 AA1922  HORZ ORDER  -  FIRST
 AA1922  ELLP ORDER  -  FOURTH    CLASS I
 AA1922
 AA1922.The horizontal coordinates were established by GPS observations
 AA1922.and adjusted by the National Geodetic Survey in September 1994..
 AA1922
 AA1922.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1922.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1922
 AA1922.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1922
 AA1922.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1922
 AA1922.The ellipsoidal height was determined by GPS observations
 AA1922.and is referenced to NAD 83.
 AA1922
 AA1922.The geoid height was determined by GEOID03.
 AA1922
 AA1922;                    North         East     Units Scale Factor Converg.
 AA1922;SPC AL W     -   446,342.291   697,072.714   MT  1.00004945   +0 35 17.2
 AA1922;UTM  16      - 3,764,617.715   550,876.029   MT  0.99963191   +0 18 29.9
 AA1922
 AA1922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1922!SPC AL W     -   0.99996550  x   1.00004945  =   1.00001495
 AA1922!UTM  16      -   0.99996550  x   0.99963191  =   0.99959743
 AA1922
 AA1922                          SUPERSEDED SURVEY CONTROL
 AA1922
 AA1922  ELLIP H (09/29/94)  219.82   (m)                       GP(       ) 3 2
 AA1922  NGVD 29 (09/29/94)  248.8    (m)          816.     (f) GPS OBS        
 AA1922
 AA1922.Superseded values are not recommended for survey control.
 AA1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1922.See file dsdata.txt to determine how the superseded data were derived.
 AA1922
 AA1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5087664618(NAD 83)
 AA1922_MARKER: DD = SURVEY DISK
 AA1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1922_SP_SET: CONCRETE POST
 AA1922_STAMPING: 5-30 1993
 AA1922_MARK LOGO: ALHD  
 AA1922_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1922+STABILITY: SURFACE MOTION
 AA1922_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1922+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1922
 AA1922  HISTORY     - Date     Condition        Report By
 AA1922  HISTORY     - 1993     MONUMENTED       ALHD
 AA1922
 AA1922                          STATION DESCRIPTION
 AA1922
 AA1922'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1922'THE STATION IS IN BLOUNT COUNTY ON THE WEST RIGHT OF WAY OF AL 75
 AA1922'ABOUT 5.40 MI (8.69 KM) NORTH OF ONEONTA AND ABOUT 7.45 MI (11.99 KM)
 AA1922'SOUTH-SOUTHWEST OF SNEAD. TO REACH THE STATION FROM THE JUNCTION OF AL
 AA1922'75 AND U.S. 231 SOUTH (MILEPOST 29.49 ON AL 75 AND MILEPOST 254.65 ON
 AA1922'U.S. 231) IN ONEONTA, DRIVE NORTHEAST AND NORTH ON AL 75 FOR 5.75 MI
 AA1922'(9.25 KM) TO MILEPOST 35.25 AND THE STATION ON THE LEFT ACROSS THE
 AA1922'ROAD FROM ROGERS DISCOUNT GROCERY. THE STATION IS 38.6 FT (11.8 M)
 AA1922'WEST OF THE CENTERLINE OF AL 75, 83.0 FT (25.3 M) WEST-SOUTHWEST OF A
 AA1922'BLACK METAL MAILBOX ON A BLACK METAL POST ACROSS THE ROAD (HOLLAND
 AA1922'35222), 83.8 FT (25.5 M) SOUTH-SOUTHWEST OF A RUSTY METAL MAILBOX ON A
 AA1922'THREE-INCH WOOD POST, 84.5 FT (25.8 M) SOUTH OF A JUNCTION POWER AND
 AA1922'CABLE POLE WITH TWO GUY WIRES, 86.7 FT (26.4 M) SOUTH-SOUTHWEST OF A
 AA1922'METAL MAILBOX ON A THREE-INCH WOOD POST (384), 132.5 FT (40.4 M) NORTH
 AA1922'OF A POWER AND CABLE POLE, 1.8 FT (0.5 M) EAST OF A CARSONITE WITNESS
 AA1922'POST AND SET FLUSH WITH THE GROUND. STATION 5-29 1993 MAY BE USED AS
 AA1922'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1923 ***********************************************************************
 AA1923  DESIGNATION -  5 31
 AA1923  PID         -  AA1923
 AA1923  STATE/COUNTY-  AL/BLOUNT
 AA1923  USGS QUAD   -  CLARENCE (1982)
 AA1923
 AA1923                         *CURRENT SURVEY CONTROL
 AA1923  ___________________________________________________________________
 AA1923* NAD 83(1992)-  34 01 03.01924(N)    086 22 41.42507(W)     ADJUSTED  
 AA1923* NAVD 88     -       258.9    (meters)     849.     (feet)  VERTCON   
 AA1923  ___________________________________________________________________
 AA1923  X           -     334,322.289 (meters)                     COMP
 AA1923  Y           -  -5,281,792.539 (meters)                     COMP
 AA1923  Z           -   3,548,184.749 (meters)                     COMP
 AA1923  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AA1923  ELLIP HEIGHT-         229.83  (meters)          (07/29/02) GPS OBS
 AA1923  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA1923
 AA1923  HORZ ORDER  -  FIRST
 AA1923  ELLP ORDER  -  FOURTH    CLASS I
 AA1923
 AA1923.The horizontal coordinates were established by GPS observations
 AA1923.and adjusted by the National Geodetic Survey in September 1994..
 AA1923
 AA1923.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1923.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1923
 AA1923.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1923
 AA1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1923
 AA1923.The ellipsoidal height was determined by GPS observations
 AA1923.and is referenced to NAD 83.
 AA1923
 AA1923.The geoid height was determined by GEOID03.
 AA1923
 AA1923;                    North         East     Units Scale Factor Converg.
 AA1923;SPC AL W     -   446,027.605   703,614.014   MT  1.00006563   +0 37 39.6
 AA1923;UTM  16      - 3,764,271.237   557,412.960   MT  0.99964063   +0 20 52.4
 AA1923
 AA1923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1923!SPC AL W     -   0.99996392  x   1.00006563  =   1.00002955
 AA1923!UTM  16      -   0.99996392  x   0.99964063  =   0.99960456
 AA1923
 AA1923:                Primary Azimuth Mark                     Grid Az
 AA1923:SPC AL W     -  5 32                                     054 06 05.8
 AA1923:UTM  16      -  5 32                                     054 22 53.0
 AA1923
 AA1923|---------------------------------------------------------------------|
 AA1923| PID    Reference Object                     Distance      Geod. Az  |
 AA1923|                                                           dddmmss.s |
 AA1923| AA1924 5 32                                464.954 METERS 0544345.4 |
 AA1923|---------------------------------------------------------------------|
 AA1923
 AA1923                          SUPERSEDED SURVEY CONTROL
 AA1923
 AA1923  ELLIP H (09/29/94)  229.90   (m)                       GP(       ) 3 2
 AA1923  NGVD 29 (09/29/94)  258.9    (m)          849.     (f) GPS OBS        
 AA1923
 AA1923.Superseded values are not recommended for survey control.
 AA1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1923.See file dsdata.txt to determine how the superseded data were derived.
 AA1923
 AA1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5741364271(NAD 83)
 AA1923_MARKER: DD = SURVEY DISK
 AA1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1923_SP_SET: CONCRETE POST
 AA1923_STAMPING: 5-31 1993
 AA1923_MARK LOGO: ALHD  
 AA1923_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1923+STABILITY: SURFACE MOTION
 AA1923_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1923+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1923
 AA1923  HISTORY     - Date     Condition        Report By
 AA1923  HISTORY     - 1993     MONUMENTED       ALHD
 AA1923
 AA1923                          STATION DESCRIPTION
 AA1923
 AA1923'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1923'THE STATION IS IN BLOUNT COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 AA1923'BLOUNT COUNTY ROAD 39 ABOUT 7.45 MI (11.99 KM) NORTHEAST OF ONEONTA
 AA1923'AND ABOUT 12.80 MI (20.60 KM) SOUTHEAST OF BLOUNTSVILLE. TO REACH THE
 AA1923'STATION FROM THE JUNCTION OF AL 75 AND U.S. 231 SOUTH (MILEPOST 29.49
 AA1923'ON AL 75 AND MILEPOST 254.65 ON U.S. 231) IN ONEONTA, DRIVE NORTHEAST
 AA1923'ON AL 75 FOR 2.40 MI (3.86 KM) TO MILEPOST 31.90 AND BLOUNT COUNTY
 AA1923'ROAD 39 RIGHT. TURN RIGHT ON BLOUNT COUNTY ROAD 39 AND DRIVE EAST AND
 AA1923'NORTHEAST FOR 5.15 MI (8.29 KM) TO THE STATION ON THE LEFT. THE
 AA1923'STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A HOG WIRE FENCE WITH ONE
 AA1923'STRAND OF BARBED WIRE ON GREEN METAL POSTS WITH YELLOW TOPS, 38.0 FT
 AA1923'(11.6 M) NORTHWEST OF THE CENTERLINE OF BLOUNT COUNTY ROAD 39, 103.8
 AA1923'FT (31.6 M) SOUTHWEST OF A POWER POLE, 106.0 FT (32.3 M) SOUTHWEST OF
 AA1923'THE SOUTHWEST POST OF A METAL GATE, 119.4 FT (36.4 M) SOUTHWEST OF THE
 AA1923'NORTHEAST POST OF A METAL GATE, 201.7 FT (61.5 M) EAST-NORTHEAST OF A
 AA1923'TELEPHONE CABLE POLE, 2.7 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS
 AA1923'POST AND SET FLUSH WITH THE GROUND. STATION 5-32 1993 MAY BE USED AS
 AA1923'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1924 ***********************************************************************
 AA1924  DESIGNATION -  5 32
 AA1924  PID         -  AA1924
 AA1924  STATE/COUNTY-  AL/BLOUNT
 AA1924  USGS QUAD   -  ALTOONA (1975)
 AA1924
 AA1924                         *CURRENT SURVEY CONTROL
 AA1924  ___________________________________________________________________
 AA1924* NAD 83(1992)-  34 01 11.73263(N)    086 22 26.62942(W)     ADJUSTED  
 AA1924* NAVD 88     -       263.0    (meters)     863.     (feet)  VERTCON   
 AA1924  ___________________________________________________________________
 AA1924  X           -     334,691.873 (meters)                     COMP
 AA1924  Y           -  -5,281,622.003 (meters)                     COMP
 AA1924  Z           -   3,548,409.561 (meters)                     COMP
 AA1924  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AA1924  ELLIP HEIGHT-         233.90  (meters)          (07/29/02) GPS OBS
 AA1924  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA1924
 AA1924  HORZ ORDER  -  FIRST
 AA1924  ELLP ORDER  -  FOURTH    CLASS I
 AA1924
 AA1924.The horizontal coordinates were established by GPS observations
 AA1924.and adjusted by the National Geodetic Survey in September 1994..
 AA1924
 AA1924.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1924.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1924
 AA1924.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1924
 AA1924.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1924
 AA1924.The ellipsoidal height was determined by GPS observations
 AA1924.and is referenced to NAD 83.
 AA1924
 AA1924.The geoid height was determined by GEOID03.
 AA1924
 AA1924;                    North         East     Units Scale Factor Converg.
 AA1924;SPC AL W     -   446,300.249   703,990.679   MT  1.00006659   +0 37 48.0
 AA1924;UTM  16      - 3,764,541.923   557,790.791   MT  0.99964117   +0 21 00.8
 AA1924
 AA1924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1924!SPC AL W     -   0.99996328  x   1.00006659  =   1.00002987
 AA1924!UTM  16      -   0.99996328  x   0.99964117  =   0.99960447
 AA1924
 AA1924:                Primary Azimuth Mark                     Grid Az
 AA1924:SPC AL W     -  5 31                                     234 06 05.7
 AA1924:UTM  16      -  5 31                                     234 22 52.9
 AA1924
 AA1924|---------------------------------------------------------------------|
 AA1924| PID    Reference Object                     Distance      Geod. Az  |
 AA1924|                                                           dddmmss.s |
 AA1924| AA1923 5 31                                464.954 METERS 2344353.7 |
 AA1924|---------------------------------------------------------------------|
 AA1924
 AA1924                          SUPERSEDED SURVEY CONTROL
 AA1924
 AA1924  ELLIP H (09/29/94)  233.97   (m)                       GP(       ) 3 2
 AA1924  NGVD 29 (09/29/94)  263.0    (m)          863.     (f) GPS OBS        
 AA1924
 AA1924.Superseded values are not recommended for survey control.
 AA1924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1924.See file dsdata.txt to determine how the superseded data were derived.
 AA1924
 AA1924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5779164542(NAD 83)
 AA1924_MARKER: DD = SURVEY DISK
 AA1924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1924_SP_SET: CONCRETE POST
 AA1924_STAMPING: 5-32 1993
 AA1924_MARK LOGO: ALHD  
 AA1924_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1924+STABILITY: SURFACE MOTION
 AA1924_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1924+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1924
 AA1924  HISTORY     - Date     Condition        Report By
 AA1924  HISTORY     - 1993     MONUMENTED       ALHD
 AA1924
 AA1924                          STATION DESCRIPTION
 AA1924
 AA1924'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1924'THE STATION IS IN BLOUNT COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA1924'BLOUNT COUNTY ROAD 39 ABOUT 7.70 MI (12.39 KM) NORTHEAST OF ONEONTA
 AA1924'AND ABOUT 13.05 MI (21.00 KM) SOUTHEAST OF BLOUNTSVILLE. TO REACH THE
 AA1924'STATION FROM THE JUNCTION OF AL 75 AND U.S. 231 SOUTH (MILEPOST 29.49
 AA1924'ON AL 75 AND MILEPOST 254.65 ON U.S. 231) IN ONEONTA, DRIVE NORTHEAST
 AA1924'ON AL 75 FOR 2.40 MI (3.86 KM) TO MILEPOST 31.90 AND BLOUNT COUNTY
 AA1924'ROAD 39 RIGHT. TURN RIGHT ON BLOUNT COUNTY ROAD 39 AND DRIVE EAST AND
 AA1924'NORTHEAST FOR 5.45 MI (8.77 KM) TO THE STATION ON THE RIGHT. THE
 AA1924'STATION IS 3.0 FT (0.9 M) NORTHWEST OF A HOG WIRE FENCE WITH ONE
 AA1924'STRAND OF BARBED WIRE ON TEN-INCH WOOD POSTS, 35.5 FT (10.8 M)
 AA1924'SOUTHEAST OF THE CENTERLINE OF BLOUNT COUNTY ROAD 39, 56.2 FT (17.1 M)
 AA1924'WEST-SOUTHWEST OF A POWER POLE, 56.6 FT (17.3 M) SOUTH OF A BLOUNT
 AA1924'COUNTY ROAD 39 SIGN ACROSS THE ROAD, 96.9 FT (29.5 M) NORTHEAST OF A
 AA1924'NO TRESPASSING SIGN, 143.5 FT (43.7 M) SOUTH-SOUTHWEST OF A TELEPHONE
 AA1924'CABLE PEDESTAL ACROSS THE ROAD, 3.2 FT (1.0 M) NORTHWEST OF A
 AA1924'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 5-31
 AA1924'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0098 ***********************************************************************
 BH0098  DESIGNATION -  5 324 145
 BH0098  PID         -  BH0098
 BH0098  STATE/COUNTY-  AL/MOBILE
 BH0098  USGS QUAD   -  CREOLA (1985)
 BH0098
 BH0098                         *CURRENT SURVEY CONTROL
 BH0098  ___________________________________________________________________
 BH0098* NAD 83(1986)-  30 59 47.     (N)    088 01 24.     (W)     SCALED    
 BH0098* NAVD 88     -         9.823  (meters)      32.23   (feet)  ADJUSTED  
 BH0098  ___________________________________________________________________
 BH0098  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH0098  DYNAMIC HT  -           9.810 (meters)      32.19  (feet)  COMP
 BH0098  MODELED GRAV-     979,368.5   (mgal)                       NAVD 88
 BH0098
 BH0098  VERT ORDER  -  FIRST     CLASS II
 BH0098
 BH0098.The horizontal coordinates were scaled from a topographic map and have
 BH0098.an estimated accuracy of +/- 6 seconds.
 BH0098
 BH0098.The orthometric height was determined by differential leveling
 BH0098.and adjusted by the National Geodetic Survey in June 1991..
 BH0098
 BH0098.The geoid height was determined by GEOID03.
 BH0098
 BH0098.The dynamic height is computed by dividing the NAVD 88
 BH0098.geopotential number by the normal gravity value computed on the
 BH0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0098.degrees latitude (g = 980.6199 gals.).
 BH0098
 BH0098.The modeled gravity was interpolated from observed gravity values.
 BH0098
 BH0098;                    North         East    Units  Estimated Accuracy
 BH0098;SPC AL W     -   110,570.      550,020.      MT  (+/- 180 meters Scaled)
 BH0098
 BH0098                          SUPERSEDED SURVEY CONTROL
 BH0098
 BH0098  NGVD 29 (??/??/??)    9.823  (m)           32.23   (f) ADJUSTED    1 2
 BH0098
 BH0098.Superseded values are not recommended for survey control.
 BH0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0098.See file dsdata.txt to determine how the superseded data were derived.
 BH0098
 BH0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV023296(NAD 83)
 BH0098_MARKER: DD = SURVEY DISK
 BH0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0098_STAMPING: 5-324 145
 BH0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0098+STABILITY: SURFACE MOTION
 BH0098
 BH0098  HISTORY     - Date     Condition        Report By
 BH0098  HISTORY     - UNK      MONUMENTED       ALGS
 BH0098  HISTORY     - 1951     GOOD             CGS
 BH0098
 BH0098                          STATION DESCRIPTION
 BH0098
 BH0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0098'2.6 MI N FROM LEMOYNE.
 BH0098'ABOUT 2.6 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE ROAD
 BH0098'CROSSING AT LEMOYNE, 246 YARDS NORTH OF NORTH END OF TRESTLE NO. 126.5
 BH0098'MB OVER SISTER CREEK, 57 FEET WEST OF WEST RAIL, 27 1/2 FEET WEST OF
 BH0098'TELEPHONE POLE NO. 675, 260 1/2 FEET SOUTHWEST AND ACROSS TRACK FROM A
 BH0098'SIGN STATION ONE MILE PERTAINING TO BUCKS, 2 FEET NORTH OF A WHITE
 BH0098'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE
 BH0098'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1925 ***********************************************************************
 AA1925  DESIGNATION -  5 33
 AA1925  PID         -  AA1925
 AA1925  STATE/COUNTY-  AL/BLOUNT
 AA1925  USGS QUAD   -  CLARENCE (1982)
 AA1925
 AA1925                         *CURRENT SURVEY CONTROL
 AA1925  ___________________________________________________________________
 AA1925* NAD 83(1992)-  34 05 21.67323(N)    086 29 46.91554(W)     ADJUSTED  
 AA1925* NAVD 88     -       246.4    (meters)     808.     (feet)  VERTCON   
 AA1925  ___________________________________________________________________
 AA1925  X           -     323,152.749 (meters)                     COMP
 AA1925  Y           -  -5,278,006.114 (meters)                     COMP
 AA1925  Z           -   3,554,781.001 (meters)                     COMP
 AA1925  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AA1925  ELLIP HEIGHT-         217.39  (meters)          (07/29/02) GPS OBS
 AA1925  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA1925
 AA1925  HORZ ORDER  -  FIRST
 AA1925  ELLP ORDER  -  FOURTH    CLASS I
 AA1925
 AA1925.The horizontal coordinates were established by GPS observations
 AA1925.and adjusted by the National Geodetic Survey in September 1994..
 AA1925
 AA1925.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1925.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1925
 AA1925.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1925
 AA1925.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1925
 AA1925.The ellipsoidal height was determined by GPS observations
 AA1925.and is referenced to NAD 83.
 AA1925
 AA1925.The geoid height was determined by GEOID03.
 AA1925
 AA1925;                    North         East     Units Scale Factor Converg.
 AA1925;SPC AL W     -   453,883.897   692,618.969   MT  1.00003904   +0 33 45.2
 AA1925;UTM  16      - 3,772,177.860   546,461.030   MT  0.99962661   +0 16 56.2
 AA1925
 AA1925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1925!SPC AL W     -   0.99996587  x   1.00003904  =   1.00000491
 AA1925!UTM  16      -   0.99996587  x   0.99962661  =   0.99959250
 AA1925
 AA1925:                Primary Azimuth Mark                     Grid Az
 AA1925:SPC AL W     -  5 34                                     087 01 08.8
 AA1925:UTM  16      -  5 34                                     087 17 57.8
 AA1925
 AA1925|---------------------------------------------------------------------|
 AA1925| PID    Reference Object                     Distance      Geod. Az  |
 AA1925|                                                           dddmmss.s |
 AA1925| AA1926 5 34                                440.460 METERS 0873454.0 |
 AA1925|---------------------------------------------------------------------|
 AA1925
 AA1925                          SUPERSEDED SURVEY CONTROL
 AA1925
 AA1925  ELLIP H (09/29/94)  217.46   (m)                       GP(       ) 3 2
 AA1925  NGVD 29 (09/29/94)  246.3    (m)          808.     (f) GPS OBS        
 AA1925
 AA1925.Superseded values are not recommended for survey control.
 AA1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1925.See file dsdata.txt to determine how the superseded data were derived.
 AA1925
 AA1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4646172178(NAD 83)
 AA1925_MARKER: DD = SURVEY DISK
 AA1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1925_SP_SET: CONCRETE POST
 AA1925_STAMPING: 5-33 1993
 AA1925_MARK LOGO: ALHD  
 AA1925_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1925+STABILITY: SURFACE MOTION
 AA1925_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1925+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1925
 AA1925  HISTORY     - Date     Condition        Report By
 AA1925  HISTORY     - 1993     MONUMENTED       ALHD
 AA1925
 AA1925                          STATION DESCRIPTION
 AA1925
 AA1925'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1925'THE STATION IS IN BLOUNT COUNTY ON THE SOUTH RIGHT OF WAY OF BLOUNT
 AA1925'COUNTY ROAD 38 ABOUT 5.40 MI (8.69 KM) EAST OF BLOUNTSVILLE AND ABOUT
 AA1925'9.90 MI (15.93 KM) NORTH OF ONEONTA. TO REACH THE STATION FROM THE
 AA1925'JUNCTION OF AL 75 AND U.S. 231 SOUTH (MILEPOST 29.49 ON AL 75 AND
 AA1925'MILEPOST 254.65 ON U.S. 231) IN ONEONTA, DRIVE NORTHEAST AND NORTH ON
 AA1925'AL 75 FOR 7.00 MI (11.27 KM) TO MILEPOST 36.50 AND BLOUNT COUNTY ROAD
 AA1925'26 LEFT. TURN LEFT ON BLOUNT COUNTY ROAD 26 AND DRIVE NORTHWEST FOR
 AA1925'4.15 MI (6.68 KM) TO A PAVED CROSSROADS WITH A PAVED COUNTY ROAD LEFT
 AA1925'AND BLOUNT COUNTY ROAD 38 RIGHT. TURN RIGHT ON BLOUNT COUNTY ROAD 38
 AA1925'AND DRIVE NORTH FOR 0.80 MI (1.29 KM) TO A Y-INTERSECTION WITH BLOUNT
 AA1925'COUNTY ROAD 31 BEARING RIGHT AND BLOUNT COUNTY ROAD 38 BEARING RIGHT.
 AA1925'BEAR RIGHT ON BLOUNT COUNTY ROAD 38 AND DRIVE NORTH AND EAST FOR 0.65
 AA1925'MI (1.05 KM) TO THE STATION ON THE RIGHT. THE STATION IS 17.7 FT (5.4
 AA1925'M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO TWO BLUE CHICKEN
 AA1925'HOUSES, 35.8 FT (10.9 M) SOUTH OF THE CENTERLINE OF BLOUNT COUNTY ROAD
 AA1925'38, 55.7 FT (17.0 M) EAST OF A WAYNE FARMS (ABE WILLIAMS) SIGN, 55.9
 AA1925'FT (17.0 M) EAST OF A JUNCTION POWER AND CABLE POLE WITH ONE GUY WIRE
 AA1925'ATTACHED TO A STABILIZER POLE ACROSS THE ROAD, 68.1 FT (20.8 M)
 AA1925'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A BLUE CHICKEN HOUSE, 84.5
 AA1925'FT (25.8 M) NORTHWEST OF THE SOUTHWEST CORNER OF A BLUE CHICKEN HOUSE,
 AA1925'2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA1925'THE GROUND. STATION 5-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1925'STATION. BEFORE OBSERVING THIS STATION AT NIGHT PLEASE NOTIFY ABRAHAM
 AA1925'WILLIAMS. PHONE--205-429-3051.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1926 ***********************************************************************
 AA1926  DESIGNATION -  5 34
 AA1926  PID         -  AA1926
 AA1926  STATE/COUNTY-  AL/BLOUNT
 AA1926  USGS QUAD   -  CLARENCE (1982)
 AA1926
 AA1926                         *CURRENT SURVEY CONTROL
 AA1926  ___________________________________________________________________
 AA1926* NAD 83(1992)-  34 05 22.27608(N)    086 29 29.74921(W)     ADJUSTED  
 AA1926* NAVD 88     -       250.7    (meters)     823.     (feet)  VERTCON   
 AA1926  ___________________________________________________________________
 AA1926  X           -     323,591.591 (meters)                     COMP
 AA1926  Y           -  -5,277,972.406 (meters)                     COMP
 AA1926  Z           -   3,554,798.823 (meters)                     COMP
 AA1926  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AA1926  ELLIP HEIGHT-         221.74  (meters)          (07/29/02) GPS OBS
 AA1926  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA1926
 AA1926  HORZ ORDER  -  FIRST
 AA1926  ELLP ORDER  -  FOURTH    CLASS I
 AA1926
 AA1926.The horizontal coordinates were established by GPS observations
 AA1926.and adjusted by the National Geodetic Survey in September 1994..
 AA1926
 AA1926.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1926.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1926
 AA1926.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1926
 AA1926.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1926
 AA1926.The ellipsoidal height was determined by GPS observations
 AA1926.and is referenced to NAD 83.
 AA1926
 AA1926.The geoid height was determined by GEOID03.
 AA1926
 AA1926;                    North         East     Units Scale Factor Converg.
 AA1926;SPC AL W     -   453,906.803   693,058.850   MT  1.00004005   +0 33 54.9
 AA1926;UTM  16      - 3,772,198.605   546,900.837   MT  0.99962711   +0 17 05.9
 AA1926
 AA1926!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1926!SPC AL W     -   0.99996519  x   1.00004005  =   1.00000524
 AA1926!UTM  16      -   0.99996519  x   0.99962711  =   0.99959231
 AA1926
 AA1926:                Primary Azimuth Mark                     Grid Az
 AA1926:SPC AL W     -  5 33                                     267 01 08.7
 AA1926:UTM  16      -  5 33                                     267 17 57.7
 AA1926
 AA1926|---------------------------------------------------------------------|
 AA1926| PID    Reference Object                     Distance      Geod. Az  |
 AA1926|                                                           dddmmss.s |
 AA1926| AA1925 5 33                                440.460 METERS 2673503.6 |
 AA1926|---------------------------------------------------------------------|
 AA1926
 AA1926                          SUPERSEDED SURVEY CONTROL
 AA1926
 AA1926  ELLIP H (09/29/94)  221.81   (m)                       GP(       ) 3 2
 AA1926  NGVD 29 (09/29/94)  250.7    (m)          823.     (f) GPS OBS        
 AA1926
 AA1926.Superseded values are not recommended for survey control.
 AA1926.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1926.See file dsdata.txt to determine how the superseded data were derived.
 AA1926
 AA1926_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4690172199(NAD 83)
 AA1926_MARKER: DD = SURVEY DISK
 AA1926_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1926_SP_SET: CONCRETE POST
 AA1926_STAMPING: 5-34 1993
 AA1926_MARK LOGO: ALHD  
 AA1926_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1926_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1926+STABILITY: SURFACE MOTION
 AA1926_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1926+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1926
 AA1926  HISTORY     - Date     Condition        Report By
 AA1926  HISTORY     - 1993     MONUMENTED       ALHD
 AA1926
 AA1926                          STATION DESCRIPTION
 AA1926
 AA1926'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1926'THE STATION IS IN BLOUNT COUNTY ON THE NORTH RIGHT OF WAY OF BLOUNT
 AA1926'COUNTY ROAD 38 ABOUT 5.65 MI (9.09 KM) EAST OF BLOUNTSVILLE AND ABOUT
 AA1926'9.95 MI (16.01 KM) NORTH OF ONEONTA. TO REACH THE STATION FROM THE
 AA1926'JUNCTION OF AL 75 AND U.S. 231 SOUTH (MILEPOST 29.49 ON AL 75 AND
 AA1926'MILEPOST 254.65 ON U.S. 231) IN ONEONTA, DRIVE NORTHEAST AND NORTH ON
 AA1926'AL 75 FOR 7.00 MI (11.27 KM) TO MILEPOST 36.50 AND BLOUNT COUNTY ROAD
 AA1926'26 LEFT. TURN LEFT ON BLOUNT COUNTY ROAD 26 AND DRIVE NORTHWEST FOR
 AA1926'4.15 MI (6.68 KM) TO A PAVED CROSSROADS WITH A PAVED COUNTY ROAD LEFT
 AA1926'AND BLOUNT COUNTY ROAD 38 RIGHT. TURN RIGHT ON BLOUNT COUNTY ROAD 38
 AA1926'AND DRIVE NORTH FOR 0.80 MI (1.29 KM) TO A Y-INTERSECTION WITH BLOUNT
 AA1926'COUNTY ROAD 31 BEARING LEFT AND BLOUNT COUNTY ROAD 38 BEARING RIGHT.
 AA1926'BEAR RIGHT ON BLOUNT COUNTY ROAD 38 AND DRIVE NORTH AND EAST FOR 0.90
 AA1926'MI (1.45 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA1926'SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON RUSTY METAL POSTS, 22.8 FT
 AA1926'(6.9 M) EAST OF THE EAST POST OF A BARBED WIRE GATE LEADING INTO A
 AA1926'PASTURE, 36.5 FT (11.1 M) NORTH OF THE CENTERLINE OF BLOUNT COUNTY
 AA1926'ROAD 38, 37.0 FT (11.3 M) EAST OF THE WEST POST OF A BARBED WIRE GATE
 AA1926'LEADING INTO A PASTURE, 81.3 FT (24.8 M) NORTH-NORTHEAST OF THE EAST
 AA1926'POST OF A DOUBLE METAL GATE ACROSS THE ROAD, 2.8 FT (0.9 M) EAST OF A
 AA1926'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 5-33
 AA1926'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1927 ***********************************************************************
 AA1927  DESIGNATION -  5 35
 AA1927  PID         -  AA1927
 AA1927  STATE/COUNTY-  AL/BLOUNT
 AA1927  USGS QUAD   -  BLOUNTSVILLE (1986)
 AA1927
 AA1927                         *CURRENT SURVEY CONTROL
 AA1927  ___________________________________________________________________
 AA1927* NAD 83(1992)-  34 05 45.10395(N)    086 34 46.20948(W)     ADJUSTED  
 AA1927* NAVD 88     -       229.1    (meters)     752.     (feet)  VERTCON   
 AA1927  ___________________________________________________________________
 AA1927  X           -     315,468.940 (meters)                     COMP
 AA1927  Y           -  -5,278,051.361 (meters)                     COMP
 AA1927  Z           -   3,555,369.314 (meters)                     COMP
 AA1927  LAPLACE CORR-          -2.90  (seconds)                    DEFLEC99
 AA1927  ELLIP HEIGHT-         200.30  (meters)          (07/29/02) GPS OBS
 AA1927  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA1927
 AA1927  HORZ ORDER  -  FIRST
 AA1927  ELLP ORDER  -  FOURTH    CLASS I
 AA1927
 AA1927.The horizontal coordinates were established by GPS observations
 AA1927.and adjusted by the National Geodetic Survey in September 1994..
 AA1927
 AA1927.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1927.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1927
 AA1927.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1927
 AA1927.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1927
 AA1927.The ellipsoidal height was determined by GPS observations
 AA1927.and is referenced to NAD 83.
 AA1927
 AA1927.The geoid height was determined by GEOID03.
 AA1927
 AA1927;                    North         East     Units Scale Factor Converg.
 AA1927;SPC AL W     -   454,533.622   684,940.012   MT  1.00002224   +0 30 57.8
 AA1927;UTM  16      - 3,772,864.863   538,788.475   MT  0.99961855   +0 14 08.6
 AA1927
 AA1927!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1927!SPC AL W     -   0.99996856  x   1.00002224  =   0.99999080
 AA1927!UTM  16      -   0.99996856  x   0.99961855  =   0.99958712
 AA1927
 AA1927                          SUPERSEDED SURVEY CONTROL
 AA1927
 AA1927  ELLIP H (09/29/94)  200.37   (m)                       GP(       ) 3 2
 AA1927  NGVD 29 (09/29/94)  229.1    (m)          752.     (f) GPS OBS        
 AA1927
 AA1927.Superseded values are not recommended for survey control.
 AA1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1927.See file dsdata.txt to determine how the superseded data were derived.
 AA1927
 AA1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3878872865(NAD 83)
 AA1927_MARKER: DD = SURVEY DISK
 AA1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1927_SP_SET: CONCRETE POST
 AA1927_STAMPING: 5-35 1993
 AA1927_MARK LOGO: ALHD  
 AA1927_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1927+STABILITY: SURFACE MOTION
 AA1927_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1927+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1927
 AA1927  HISTORY     - Date     Condition        Report By
 AA1927  HISTORY     - 1993     MONUMENTED       ALHD
 AA1927
 AA1927                          STATION DESCRIPTION
 AA1927
 AA1927'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1927'THE STATION IS IN BLOUNT COUNTY ON THE SOUTHEAST RIGHT OF WAY OF U.S.
 AA1927'231 IN BLOUNTSVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA1927'231 AND BLOUNT COUNTY ROAD 26 (MILEPOST 268.90 ON U.S. 231) IN
 AA1927'BLOUNTSVILLE, DRIVE NORTH AND NORTHEAST ON U.S. 231 FOR 1.30 MI (2.09
 AA1927'KM) TO THE STATION ON THE RIGHT ON TOP OF A SIX-FOOT BACKSLOPE AND
 AA1927'ACROSS THE ROAD FROM A WAVAHO GAS STATION. THE STATION IS 3.0 FT (0.9
 AA1927'M) NORTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON RUSTY METAL POSTS,
 AA1927'57.3 FT (17.5 M) SOUTHEAST OF THE CENTERLINE OF U.S. 231, 95.6 FT
 AA1927'(29.1 M) SOUTHWEST OF A JUNCTION POWER AND CABLE POLE WITH ONE GUY
 AA1927'WIRE, 117.6 FT (35.8 M) NORTH-NORTHEAST OF A CONCRETE RIGHT OF WAY
 AA1927'MARKER, 3.2 FT (1.0 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET
 AA1927'FLUSH WITH THE GROUND. STATION 5-36 1993 MAY BE USED AS AN AZIMUTH FOR
 AA1927'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1928 ***********************************************************************
 AA1928  DESIGNATION -  5 36
 AA1928  PID         -  AA1928
 AA1928  STATE/COUNTY-  AL/BLOUNT
 AA1928  USGS QUAD   -  BLOUNTSVILLE (1986)
 AA1928
 AA1928                         *CURRENT SURVEY CONTROL
 AA1928  ___________________________________________________________________
 AA1928* NAD 83(1992)-  34 05 59.95435(N)    086 34 29.77490(W)     ADJUSTED  
 AA1928* NAVD 88     -       224.1    (meters)     735.     (feet)  VERTCON   
 AA1928  ___________________________________________________________________
 AA1928  X           -     315,873.907 (meters)                     COMP
 AA1928  Y           -  -5,277,766.030 (meters)                     COMP
 AA1928  Z           -   3,555,745.448 (meters)                     COMP
 AA1928  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AA1928  ELLIP HEIGHT-         195.33  (meters)          (07/29/02) GPS OBS
 AA1928  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA1928
 AA1928  HORZ ORDER  -  FIRST
 AA1928  ELLP ORDER  -  FOURTH    CLASS I
 AA1928
 AA1928.The horizontal coordinates were established by GPS observations
 AA1928.and adjusted by the National Geodetic Survey in September 1994..
 AA1928
 AA1928.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1928.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1928
 AA1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1928
 AA1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1928
 AA1928.The ellipsoidal height was determined by GPS observations
 AA1928.and is referenced to NAD 83.
 AA1928
 AA1928.The geoid height was determined by GEOID03.
 AA1928
 AA1928;                    North         East     Units Scale Factor Converg.
 AA1928;SPC AL W     -   454,994.992   685,357.139   MT  1.00002311   +0 31 07.2
 AA1928;UTM  16      - 3,773,324.001   539,207.686   MT  0.99961895   +0 14 17.9
 AA1928
 AA1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1928!SPC AL W     -   0.99996934  x   1.00002311  =   0.99999245
 AA1928!UTM  16      -   0.99996934  x   0.99961895  =   0.99958830
 AA1928
 AA1928                          SUPERSEDED SURVEY CONTROL
 AA1928
 AA1928  ELLIP H (09/29/94)  195.39   (m)                       GP(       ) 3 2
 AA1928  NGVD 29 (09/29/94)  224.1    (m)          735.     (f) GPS OBS        
 AA1928
 AA1928.Superseded values are not recommended for survey control.
 AA1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1928.See file dsdata.txt to determine how the superseded data were derived.
 AA1928
 AA1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3920873324(NAD 83)
 AA1928_MARKER: DD = SURVEY DISK
 AA1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1928_SP_SET: CONCRETE POST
 AA1928_STAMPING: 5-36 1993
 AA1928_MARK LOGO: ALHD  
 AA1928_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1928+STABILITY: SURFACE MOTION
 AA1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1928+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1928
 AA1928  HISTORY     - Date     Condition        Report By
 AA1928  HISTORY     - 1993     MONUMENTED       ALHD
 AA1928
 AA1928                          STATION DESCRIPTION
 AA1928
 AA1928'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1928'THE STATION IS IN BLOUNT COUNTY ON THE NORTHWEST RIGHT OF WAY OF U.S.
 AA1928'231 IN BLOUNTSVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA1928'231 AND BLOUNT COUNTY ROAD 26 (MILEPOST 268.90 ON U.S. 231) IN
 AA1928'BLOUNTSVILLE, DRIVE NORTH AND NORTHEAST ON U.S. 231 FOR 1.70 MI (2.74
 AA1928'KM) TO MILEPOST 270.60 AND THE STATION ON THE LEFT ACROSS THE ROAD
 AA1928'FROM LUCKYS SUPERMARKET. THE STATION IS 27.6 FT (8.4 M) WEST OF A
 AA1928'GRAPHIC T-INTERSECTION AHEAD SIGN, 42.5 FT (13.0 M) SOUTHWEST OF THE
 AA1928'CENTER OF A GRAVEL DRIVEWAY LEADING TO A BRICK HOME, 47.8 FT (14.6 M)
 AA1928'NORTHWEST OF THE CENTER OF U.S. 231, 58.1 FT (17.7 M) SOUTHWEST OF A
 AA1928'TELEPHONE CABLE POLE, 66.0 FT (20.1 M) WEST-SOUTHWEST OF A BLACK
 AA1928'NEWSPAPER BOX ON A GREEN METAL POST, 77.1 FT (23.5 M) NORTH-NORTHEAST
 AA1928'OF A SCHOOL BUS ENTERING AHEAD SIGN, 82.0 FT (25.0 M) WEST-NORTHWEST
 AA1928'OF THE CENTER OF THE NORTH OF TWO ENTRANCES TO LUCKYS SUPERMARKET, 2.0
 AA1928'FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA1928'THE GROUND. STATION 5-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1928'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1929 ***********************************************************************
 AA1929  DESIGNATION -  5 37
 AA1929  PID         -  AA1929
 AA1929  STATE/COUNTY-  AL/BLOUNT
 AA1929  USGS QUAD   -  BROOKSVILLE (1983)
 AA1929
 AA1929                         *CURRENT SURVEY CONTROL
 AA1929  ___________________________________________________________________
 AA1929* NAD 83(1992)-  34 10 49.53338(N)    086 24 01.98086(W)     ADJUSTED  
 AA1929* NAVD 88     -       257.7    (meters)     845.     (feet)  VERTCON   
 AA1929  ___________________________________________________________________
 AA1929  X           -     331,623.338 (meters)                     COMP
 AA1929  Y           -  -5,271,809.907 (meters)                     COMP
 AA1929  Z           -   3,563,149.412 (meters)                     COMP
 AA1929  LAPLACE CORR-          -2.05  (seconds)                    DEFLEC99
 AA1929  ELLIP HEIGHT-         228.72  (meters)          (07/29/02) GPS OBS
 AA1929  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA1929
 AA1929  HORZ ORDER  -  FIRST
 AA1929  ELLP ORDER  -  FOURTH    CLASS I
 AA1929
 AA1929.The horizontal coordinates were established by GPS observations
 AA1929.and adjusted by the National Geodetic Survey in September 1994..
 AA1929
 AA1929.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1929.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1929
 AA1929.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1929
 AA1929.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1929
 AA1929.The ellipsoidal height was determined by GPS observations
 AA1929.and is referenced to NAD 83.
 AA1929
 AA1929.The geoid height was determined by GEOID03.
 AA1929
 AA1929;                    North         East     Units Scale Factor Converg.
 AA1929;SPC AL W     -   464,077.062   701,352.733   MT  1.00005992   +0 37 03.8
 AA1929;UTM  16      - 3,782,323.892   555,240.945   MT  0.99963761   +0 20 12.4
 AA1929
 AA1929!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1929!SPC AL W     -   0.99996410  x   1.00005992  =   1.00002401
 AA1929!UTM  16      -   0.99996410  x   0.99963761  =   0.99960172
 AA1929
 AA1929:                Primary Azimuth Mark                     Grid Az
 AA1929:SPC AL W     -  5 38                                     012 00 01.9
 AA1929:UTM  16      -  5 38                                     012 16 53.3
 AA1929
 AA1929|---------------------------------------------------------------------|
 AA1929| PID    Reference Object                     Distance      Geod. Az  |
 AA1929|                                                           dddmmss.s |
 AA1929| AA1930 5 38                                462.120 METERS 0123705.7 |
 AA1929|---------------------------------------------------------------------|
 AA1929
 AA1929                          SUPERSEDED SURVEY CONTROL
 AA1929
 AA1929  ELLIP H (09/29/94)  228.79   (m)                       GP(       ) 3 2
 AA1929  NGVD 29 (09/29/94)  257.7    (m)          845.     (f) GPS OBS        
 AA1929
 AA1929.Superseded values are not recommended for survey control.
 AA1929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1929.See file dsdata.txt to determine how the superseded data were derived.
 AA1929
 AA1929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5524182324(NAD 83)
 AA1929_MARKER: DD = SURVEY DISK
 AA1929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1929_SP_SET: CONCRETE POST
 AA1929_STAMPING: 5-37 1993
 AA1929_MARK LOGO: ALHD  
 AA1929_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1929+STABILITY: SURFACE MOTION
 AA1929_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1929+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1929
 AA1929  HISTORY     - Date     Condition        Report By
 AA1929  HISTORY     - 1993     MONUMENTED       ALHD
 AA1929
 AA1929                          STATION DESCRIPTION
 AA1929
 AA1929'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1929'THE STATION IS IN BLOUNT COUNTY ON THE EAST RIGHT OF WAY OF BLOUNT
 AA1929'COUNTY ROAD 35 ABOUT 4.15 MI (6.68 KM) NORTH OF SNEAD AND ABOUT 12.75
 AA1929'MI (20.52 KM) NORTHEAST OF BLOUNTSVILLE. TO REACH THE STATION FROM THE
 AA1929'JUNCTION OF AL 75 AND U.S. 231 SOUTH (MILEPOST 29.49 ON AL 75 AND
 AA1929'MILEPOST 254.65 ON U.S. 231) IN ONEONTA, DRIVE NORTHEAST AND NORTH ON
 AA1929'AL 75 FOR 13.55 MI (21.81 KM) TO MILEPOST 43.05 AND THE JUNCTION WITH
 AA1929'U.S. 278. TURN LEFT ON U.S. 278 AND DRIVE NORTHWEST FOR 1.45 MI (2.33
 AA1929'KM) TO MILEPOST 85.60 AND BLOUNT COUNTY ROAD 35 RIGHT. TURN RIGHT ON
 AA1929'BLOUNT COUNTY ROAD 35 AND DRIVE NORTH FOR 3.80 MI (6.12 KM) TO THE
 AA1929'STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M) WEST OF A ONE
 AA1929'STRAND ELECTRIC FENCE ON STEEL RODS, 26.6 FT (8.1 M) EAST OF THE
 AA1929'CENTERLINE OF BLOUNT COUNTY ROAD 35, 91.8 FT (28.0 M) NORTH OF A
 AA1929'JUNCTION POWER POLE WITH ONE GUY WIRE AND ONE TRANSFORMER, 138.8 FT
 AA1929'(42.3 M) NORTHEAST OF A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD,
 AA1929'140.0 FT (42.7 M) NORTHEAST OF A POWER POLE ACROSS THE ROAD, 3.1 FT
 AA1929'(0.9 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA1929'GROUND. STATION 5-38 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1930 ***********************************************************************
 AA1930  DESIGNATION -  5 38
 AA1930  PID         -  AA1930
 AA1930  STATE/COUNTY-  AL/BLOUNT
 AA1930  USGS QUAD   -  BROOKSVILLE (1983)
 AA1930
 AA1930                         *CURRENT SURVEY CONTROL
 AA1930  ___________________________________________________________________
 AA1930* NAD 83(1992)-  34 11 04.16885(N)    086 23 58.03847(W)     ADJUSTED  
 AA1930* NAVD 88     -       265.8    (meters)     872.     (feet)  VERTCON   
 AA1930  ___________________________________________________________________
 AA1930  X           -     331,708.605 (meters)                     COMP
 AA1930  Y           -  -5,271,557.335 (meters)                     COMP
 AA1930  Z           -   3,563,526.999 (meters)                     COMP
 AA1930  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AA1930  ELLIP HEIGHT-         236.76  (meters)          (07/29/02) GPS OBS
 AA1930  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA1930
 AA1930  HORZ ORDER  -  FIRST
 AA1930  ELLP ORDER  -  FOURTH    CLASS I
 AA1930
 AA1930.The horizontal coordinates were established by GPS observations
 AA1930.and adjusted by the National Geodetic Survey in September 1994..
 AA1930
 AA1930.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1930.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1930
 AA1930.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1930
 AA1930.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1930
 AA1930.The ellipsoidal height was determined by GPS observations
 AA1930.and is referenced to NAD 83.
 AA1930
 AA1930.The geoid height was determined by GEOID03.
 AA1930
 AA1930;                    North         East     Units Scale Factor Converg.
 AA1930;SPC AL W     -   464,529.110   701,448.823   MT  1.00006016   +0 37 06.3
 AA1930;UTM  16      - 3,782,775.273   555,339.209   MT  0.99963775   +0 20 14.7
 AA1930
 AA1930!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1930!SPC AL W     -   0.99996283  x   1.00006016  =   1.00002299
 AA1930!UTM  16      -   0.99996283  x   0.99963775  =   0.99960060
 AA1930
 AA1930:                Primary Azimuth Mark                     Grid Az
 AA1930:SPC AL W     -  5 37                                     192 00 01.6
 AA1930:UTM  16      -  5 37                                     192 16 53.2
 AA1930
 AA1930|---------------------------------------------------------------------|
 AA1930| PID    Reference Object                     Distance      Geod. Az  |
 AA1930|                                                           dddmmss.s |
 AA1930| AA1929 5 37                                462.120 METERS 1923707.9 |
 AA1930|---------------------------------------------------------------------|
 AA1930
 AA1930                          SUPERSEDED SURVEY CONTROL
 AA1930
 AA1930  ELLIP H (09/29/94)  236.82   (m)                       GP(       ) 3 2
 AA1930  NGVD 29 (09/29/94)  265.7    (m)          872.     (f) GPS OBS        
 AA1930
 AA1930.Superseded values are not recommended for survey control.
 AA1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1930.See file dsdata.txt to determine how the superseded data were derived.
 AA1930
 AA1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5533982775(NAD 83)
 AA1930_MARKER: DD = SURVEY DISK
 AA1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1930_SP_SET: CONCRETE POST
 AA1930_STAMPING: 5-38 1993
 AA1930_MARK LOGO: ALHD  
 AA1930_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1930+STABILITY: SURFACE MOTION
 AA1930_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1930+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1930
 AA1930  HISTORY     - Date     Condition        Report By
 AA1930  HISTORY     - 1993     MONUMENTED       ALHD
 AA1930
 AA1930                          STATION DESCRIPTION
 AA1930
 AA1930'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1930'THE STATION IS IN BLOUNT COUNTY ON THE EAST RIGHT OF WAY OF BLOUNT
 AA1930'COUNTY ROAD 35 ABOUT 4.45 MI (7.16 KM) NORTH OF SNEAD AND ABOUT 13.00
 AA1930'MI (20.92 KM) NORTHEAST OF BLOUNTSVILLE. TO REACH THE STATION FROM THE
 AA1930'JUNCTION OF AL 75 AND U.S. 231 SOUTH (MILEPOST 29.49 ON AL 75 AND
 AA1930'MILEPOST 254.65 ON U.S. 231) IN ONEONTA, DRIVE NORTHEAST AND NORTH ON
 AA1930'AL 75 FOR 13.55 MI (21.81 KM) TO MILEPOST 43.05 AND THE JUNCTION WITH
 AA1930'U.S. 278. TURN LEFT ON U.S. 278 AND DRIVE NORTHWEST FOR 1.45 MI (2.33
 AA1930'KM) TO MILEPOST 85.60 AND BLOUNT COUNTY ROAD 35 RIGHT. TURN RIGHT ON
 AA1930'BLOUNT COUNTY ROAD 35 AND DRIVE NORTH AND NORTHEAST FOR 4.10 MI (6.60
 AA1930'KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.9 FT (0.9 M) WEST OF
 AA1930'A TWO STRAND ELECTRIC FENCE ON RUSTY METAL POSTS WITH WHITE TOPS, 24.4
 AA1930'FT (7.4 M) EAST OF THE CENTERLINE OF BLOUNT COUNTY ROAD 35, 156.4 FT
 AA1930'(47.7 M) SOUTH-SOUTHWEST OF A POWER POLE, 195.6 FT (59.6 M) NORTH OF A
 AA1930'TELEPHONE CABLE PEDESTAL, 197.2 FT (60.1 M) NORTH OF THE SOUTHWEST
 AA1930'FENCE CORNER OF A TWO STRAND ELECTRIC FENCE ON RUSTY METAL POSTS WITH
 AA1930'WHITE TOPS, 211.1 FT (64.3 M) NORTH-NORTHEAST OF A TELEPHONE CABLE
 AA1930'PEDESTAL ACROSS THE ROAD, 212.0 FT (64.6 M) NORTH-NORTHEAST OF A
 AA1930'TELEPHONE CABLE POLE ACROSS THE ROAD, 2.9 FT (0.9 M) NORTHWEST OF A
 AA1930'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 5-37
 AA1930'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1931 ***********************************************************************
 AA1931  DESIGNATION -  5 39
 AA1931  PID         -  AA1931
 AA1931  STATE/COUNTY-  AL/BLOUNT
 AA1931  USGS QUAD   -  REMLAP (1986)
 AA1931
 AA1931                         *CURRENT SURVEY CONTROL
 AA1931  ___________________________________________________________________
 AA1931* NAD 83(1992)-  33 49 28.99037(N)    086 35 21.63869(W)     ADJUSTED  
 AA1931* NAVD 88     -       207.2    (meters)     680.     (feet)  VERTCON   
 AA1931  ___________________________________________________________________
 AA1931  X           -     315,560.789 (meters)                     COMP
 AA1931  Y           -  -5,294,858.525 (meters)                     COMP
 AA1931  Z           -   3,530,410.700 (meters)                     COMP
 AA1931  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AA1931  ELLIP HEIGHT-         178.02  (meters)          (07/29/02) GPS OBS
 AA1931  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA1931
 AA1931  HORZ ORDER  -  FIRST
 AA1931  ELLP ORDER  -  FOURTH    CLASS I
 AA1931
 AA1931.The horizontal coordinates were established by GPS observations
 AA1931.and adjusted by the National Geodetic Survey in September 1994..
 AA1931
 AA1931.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1931.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1931
 AA1931.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1931
 AA1931.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1931
 AA1931.The ellipsoidal height was determined by GPS observations
 AA1931.and is referenced to NAD 83.
 AA1931
 AA1931.The geoid height was determined by GEOID03.
 AA1931
 AA1931;                    North         East     Units Scale Factor Converg.
 AA1931;SPC AL W     -   424,450.455   684,298.899   MT  1.00002091   +0 30 25.0
 AA1931;UTM  16      - 3,742,797.313   538,001.023   MT  0.99961780   +0 13 42.9
 AA1931
 AA1931!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1931!SPC AL W     -   0.99997205  x   1.00002091  =   0.99999296
 AA1931!UTM  16      -   0.99997205  x   0.99961780  =   0.99958986
 AA1931
 AA1931:                Primary Azimuth Mark                     Grid Az
 AA1931:SPC AL W     -  5 40                                     027 50 15.0
 AA1931:UTM  16      -  5 40                                     028 06 57.1
 AA1931
 AA1931|---------------------------------------------------------------------|
 AA1931| PID    Reference Object                     Distance      Geod. Az  |
 AA1931|                                                           dddmmss.s |
 AA1931| AA1932 5 40                                418.789 METERS 0282040.0 |
 AA1931|---------------------------------------------------------------------|
 AA1931
 AA1931                          SUPERSEDED SURVEY CONTROL
 AA1931
 AA1931  ELLIP H (09/29/94)  178.08   (m)                       GP(       ) 3 2
 AA1931  NGVD 29 (09/29/94)  207.1    (m)          679.     (f) GPS OBS        
 AA1931
 AA1931.Superseded values are not recommended for survey control.
 AA1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1931.See file dsdata.txt to determine how the superseded data were derived.
 AA1931
 AA1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3800142797(NAD 83)
 AA1931_MARKER: DD = SURVEY DISK
 AA1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1931_SP_SET: CONCRETE POST
 AA1931_STAMPING: 5-39 1993
 AA1931_MARK LOGO: ALHD  
 AA1931_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1931+STABILITY: SURFACE MOTION
 AA1931_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1931+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1931
 AA1931  HISTORY     - Date     Condition        Report By
 AA1931  HISTORY     - 1993     MONUMENTED       ALHD
 AA1931
 AA1931                          STATION DESCRIPTION
 AA1931
 AA1931'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1931'THE STATION IS IN BLOUNT COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL 75
 AA1931'ABOUT 10.50 MI (16.90 KM) SOUTHWEST OF ONEONTA AND ABOUT 6.05 MI (9.74
 AA1931'KM) SOUTH OF LOCUST FORK. TO REACH THE STATION FROM THE JUNCTION OF
 AA1931'U.S. 231 SOUTH AND AL 75 (MILEPOST 254.65 ON U.S. 231 AND MILEPOST
 AA1931'29.49 ON AL 75) IN ONEONTA, DRIVE SOUTHWEST ON AL 75 FOR 11.30 MI
 AA1931'(18.19 KM) TO MILEPOST 18.20 AND THE STATION ON THE LEFT. THE STATION
 AA1931'IS 3.0 FT (0.9 M) NORTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON OLD
 AA1931'WOOD POSTS, 84.2 FT (25.7 M) SOUTHEAST OF THE CENTERLINE OF AL 75,
 AA1931'143.8 FT (43.8 M) NORTH-NORTHEAST OF A POWER POLE WITH ONE TRANSFORMER
 AA1931'AND TWO GUY WIRES, 156.5 FT (47.7 M) NORTH-NORTHEAST OF A FIRE
 AA1931'HYDRANT, 167.5 FT (51.1 M) NORTH-NORTHEAST OF THE NORTH POST OF A
 AA1931'METAL GATE, 168.2 FT (51.3 M) NORTHEAST OF A LARGE RUSTY MAILBOX ON
 AA1931'TWO FOUR BY FOUR INCH WOOD POSTS, 178.6 FT (54.4 M) NORTHEAST OF THE
 AA1931'CENTER OF A GRAVEL DRIVE, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE
 AA1931'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 5-40 1993 MAY BE
 AA1931'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1662 ***********************************************************************
 EF1662  DESIGNATION -  5 4
 EF1662  PID         -  EF1662
 EF1662  STATE/COUNTY-  AL/BLOUNT
 EF1662  USGS QUAD   -  BROOKSVILLE (1983)
 EF1662
 EF1662                         *CURRENT SURVEY CONTROL
 EF1662  ___________________________________________________________________
 EF1662* NAD 83(1992)-  34 11 49.57836(N)    086 28 25.13134(W)     ADJUSTED  
 EF1662* NAVD 88     -       211.0    (meters)     692.     (feet)  VERTCON   
 EF1662  ___________________________________________________________________
 EF1662  X           -     324,831.029 (meters)                     COMP
 EF1662  Y           -  -5,271,152.480 (meters)                     COMP
 EF1662  Z           -   3,564,653.674 (meters)                     COMP
 EF1662  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 EF1662  ELLIP HEIGHT-         182.07  (meters)          (07/29/02) GPS OBS
 EF1662  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EF1662
 EF1662  HORZ ORDER  -  FIRST
 EF1662  ELLP ORDER  -  FOURTH    CLASS I
 EF1662
 EF1662.The horizontal coordinates were established by GPS observations
 EF1662.and adjusted by the National Geodetic Survey in December 1992..
 EF1662
 EF1662.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1662
 EF1662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1662
 EF1662.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1662
 EF1662.The ellipsoidal height was determined by GPS observations
 EF1662.and is referenced to NAD 83.
 EF1662
 EF1662.The geoid height was determined by GEOID03.
 EF1662
 EF1662;                    North         East     Units Scale Factor Converg.
 EF1662;SPC AL W     -   465,856.958   694,595.354   MT  1.00004360   +0 34 36.8
 EF1662;SPC AL E     -   410,152.379   140,983.590   MT  1.00000292   -0 21 35.6
 EF1662;UTM  16      - 3,784,136.150   548,495.200   MT  0.99962899   +0 17 45.0
 EF1662
 EF1662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1662!SPC AL W     -   0.99997142  x   1.00004360  =   1.00001502
 EF1662!SPC AL E     -   0.99997142  x   1.00000292  =   0.99997434
 EF1662!UTM  16      -   0.99997142  x   0.99962899  =   0.99960042
 EF1662
 EF1662                          SUPERSEDED SURVEY CONTROL
 EF1662
 EF1662  ELLIP H (12/04/92)  182.14   (m)                       GP(       ) 4 1
 EF1662  NAD 83(1992)-  34 11 49.58841(N)    086 28 25.13211(W) AD(       ) 1
 EF1662  NGVD 29 (12/04/92)  210.9    (m)          692.     (f) GPS OBS        
 EF1662
 EF1662.Superseded values are not recommended for survey control.
 EF1662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1662.See file dsdata.txt to determine how the superseded data were derived.
 EF1662
 EF1662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4849584136(NAD 83)
 EF1662_MARKER: DD = SURVEY DISK
 EF1662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1662_SP_SET: CONCRETE POST
 EF1662_STAMPING: 5 - 4 1989
 EF1662_MARK LOGO: ALHD  
 EF1662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1662+STABILITY: SURFACE MOTION
 EF1662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1662+SATELLITE: SATELLITE OBSERVATIONS - February 13, 1991
 EF1662
 EF1662  HISTORY     - Date     Condition        Report By
 EF1662  HISTORY     - 1989     MONUMENTED       ALHD
 EF1662  HISTORY     - 19900515 GOOD             ALHD
 EF1662  HISTORY     - 19910213 GOOD
 EF1662
 EF1662                          STATION DESCRIPTION
 EF1662
 EF1662'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1662'THE STATION IS LOCATED IN BLOUNT COUNTY ON PRIVATE PROPERTY NEAR A
 EF1662'COUNTY GRAVEL ROAD ABOUT 7.5 MI (12.1 KM) SOUTH OF ARAB AND ABOUT 1
 EF1662'MI (1.6 KM) EAST OF THE COMMUNITY OF SUMMIT.
 EF1662'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND U.S. 278
 EF1662'(RAINBOW CROSSING) DRIVE NORTH ON U.S. 231 2.75 MI (4.43 KM) TO MILE
 EF1662'POST 279.10 AND BLOUNT COUNTY ROAD NO. 25 ON THE RIGHT IN SUMMIT,
 EF1662'TURN RIGHT ON BLOUNT COUNTY ROAD NO. 25 AND DRIVE NORTHEASTERLY 1.45
 EF1662'MI (2.33 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT AND DRIVE
 EF1662'SOUTH AND THEN WEST 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT 0.05
 EF1662'MI (0.08 KM) PAST A SHARP CURVE TO THE RIGHT.
 EF1662'THE STATION IS 95.2 FT (29.0 M) SOUTH OF THE CENTER OF THE GRAVEL
 EF1662'ROAD, 104.0 FT (31.7 M) EAST OF A POWER POLE 115.5 FT (35.2 M) SOUTH
 EF1662'OF A TELEPHONE CABLE POLE ACROSS THE ROAD, 115.3 FT (35.1 M) WEST OF
 EF1662'THE NORTHWEST CORNER OF A DOUBLE WIDE HOUSE TRAILER, 2.7 FT (0.8 M)
 EF1662'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1662'STATION SUMMIT 1878 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1662
 EF1662                          STATION RECOVERY (1990)
 EF1662
 EF1662'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1662'RECOVERED IN GOOD CONDITION.
 EF1662
 EF1662                          STATION RECOVERY (1991)
 EF1662
 EF1662'RECOVERED 1991
 EF1662'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1932 ***********************************************************************
 AA1932  DESIGNATION -  5 40
 AA1932  PID         -  AA1932
 AA1932  STATE/COUNTY-  AL/BLOUNT
 AA1932  USGS QUAD   -  REMLAP (1986)
 AA1932
 AA1932                         *CURRENT SURVEY CONTROL
 AA1932  ___________________________________________________________________
 AA1932* NAD 83(1992)-  33 49 40.95295(N)    086 35 13.90638(W)     ADJUSTED  
 AA1932* NAVD 88     -       198.8    (meters)     652.     (feet)  VERTCON   
 AA1932  ___________________________________________________________________
 AA1932  X           -     315,746.648 (meters)                     COMP
 AA1932  Y           -  -5,294,634.905 (meters)                     COMP
 AA1932  Z           -   3,530,712.220 (meters)                     COMP
 AA1932  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AA1932  ELLIP HEIGHT-         169.62  (meters)          (07/29/02) GPS OBS
 AA1932  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA1932
 AA1932  HORZ ORDER  -  FIRST
 AA1932  ELLP ORDER  -  FOURTH    CLASS I
 AA1932
 AA1932.The horizontal coordinates were established by GPS observations
 AA1932.and adjusted by the National Geodetic Survey in September 1994..
 AA1932
 AA1932.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1932.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1932
 AA1932.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1932
 AA1932.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1932
 AA1932.The ellipsoidal height was determined by GPS observations
 AA1932.and is referenced to NAD 83.
 AA1932
 AA1932.The geoid height was determined by GEOID03.
 AA1932
 AA1932;                    North         East     Units Scale Factor Converg.
 AA1932;SPC AL W     -   424,820.787   684,494.463   MT  1.00002131   +0 30 29.5
 AA1932;UTM  16      - 3,743,166.542   538,198.305   MT  0.99961799   +0 13 47.3
 AA1932
 AA1932!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1932!SPC AL W     -   0.99997337  x   1.00002131  =   0.99999468
 AA1932!UTM  16      -   0.99997337  x   0.99961799  =   0.99959137
 AA1932
 AA1932:                Primary Azimuth Mark                     Grid Az
 AA1932:SPC AL W     -  5 39                                     207 50 14.8
 AA1932:UTM  16      -  5 39                                     208 06 57.0
 AA1932
 AA1932|---------------------------------------------------------------------|
 AA1932| PID    Reference Object                     Distance      Geod. Az  |
 AA1932|                                                           dddmmss.s |
 AA1932| AA1931 5 39                                418.789 METERS 2082044.3 |
 AA1932|---------------------------------------------------------------------|
 AA1932
 AA1932                          SUPERSEDED SURVEY CONTROL
 AA1932
 AA1932  ELLIP H (09/29/94)  169.69   (m)                       GP(       ) 3 2
 AA1932  NGVD 29 (09/29/94)  198.7    (m)          652.     (f) GPS OBS        
 AA1932
 AA1932.Superseded values are not recommended for survey control.
 AA1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1932.See file dsdata.txt to determine how the superseded data were derived.
 AA1932
 AA1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3819843167(NAD 83)
 AA1932_MARKER: DD = SURVEY DISK
 AA1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1932_SP_SET: CONCRETE POST
 AA1932_STAMPING: 5-40 1993
 AA1932_MARK LOGO: ALHD  
 AA1932_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1932+STABILITY: SURFACE MOTION
 AA1932_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1932+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1932
 AA1932  HISTORY     - Date     Condition        Report By
 AA1932  HISTORY     - 1993     MONUMENTED       ALHD
 AA1932
 AA1932                          STATION DESCRIPTION
 AA1932
 AA1932'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA1932'THE STATION IS IN BLOUNT COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL 75
 AA1932'ABOUT 10.20 MI (16.41 KM) SOUTHWEST OF ONEONTA AND ABOUT 5.75 MI (9.25
 AA1932'KM) SOUTH OF LOCUST FORK. TO REACH THE STATION FROM THE JUNCTION OF
 AA1932'U.S. 231 SOUTH AND AL 75 (MILEPOST 254.65 ON U.S. 231 AND MILEPOST
 AA1932'29.49 ON AL 75) IN ONEONTA, DRIVE SOUTHWEST ON AL 75 FOR 11.00 MI
 AA1932'(17.70 KM) TO MILEPOST 18.50 AND THE STATION ON THE RIGHT. THE STATION
 AA1932'IS 71.9 FT (21.9 M) NORTHWEST OF THE CENTERLINE OF AL 75, 182.9 FT
 AA1932'(55.7 M) WEST OF A POWER POLE ACROSS THE ROAD, 226.2 FT (68.9 M)
 AA1932'WEST-SOUTHWEST OF A SMALL SIGN WITH PAVEMENT TYPES ON IT ACROSS THE
 AA1932'ROAD, 260.7 FT (79.5 M) SOUTHWEST OF A BRICK MAILBOX HOUSING ACROSS
 AA1932'THE ROAD, 1.9 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET
 AA1932'FLUSH WITH THE GROUND. STATION 5-39 1993 MAY BE USED AS AN AZIMUTH FOR
 AA1932'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2750 ***********************************************************************
 DH2750  DESIGNATION -  5 5
 DH2750  PID         -  DH2750
 DH2750  STATE/COUNTY-  AL/BLOUNT
 DH2750  USGS QUAD   -  TRAFFORD (1986)
 DH2750
 DH2750                         *CURRENT SURVEY CONTROL
 DH2750  ___________________________________________________________________
 DH2750* NAD 83(1992)-  33 45 58.19274(N)    086 37 57.94051(W)     ADJUSTED  
 DH2750* NAVD 88     -       201.9    (meters)     662.     (feet)  VERTCON   
 DH2750  ___________________________________________________________________
 DH2750  X           -     311,760.335 (meters)                     COMP
 DH2750  Y           -  -5,298,698.194 (meters)                     COMP
 DH2750  Z           -   3,525,010.199 (meters)                     COMP
 DH2750  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DH2750  ELLIP HEIGHT-         172.70  (meters)          (07/29/02) GPS OBS
 DH2750  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2750
 DH2750  HORZ ORDER  -  FIRST
 DH2750  ELLP ORDER  -  FOURTH    CLASS I
 DH2750
 DH2750.The horizontal coordinates were established by GPS observations
 DH2750.and adjusted by the National Geodetic Survey in December 1992..
 DH2750
 DH2750.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2750.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2750
 DH2750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2750
 DH2750.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2750
 DH2750.The ellipsoidal height was determined by GPS observations
 DH2750.and is referenced to NAD 83.
 DH2750
 DH2750.The geoid height was determined by GEOID03.
 DH2750
 DH2750;                    North         East     Units Scale Factor Converg.
 DH2750;SPC AL W     -   417,921.054   680,334.360   MT  1.00001286   +0 28 55.3
 DH2750;SPC AL E     -   362,455.297   125,945.305   MT  1.00002758   -0 26 39.6
 DH2750;UTM  16      - 3,736,289.844   534,006.436   MT  0.99961426   +0 12 14.8
 DH2750
 DH2750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2750!SPC AL W     -   0.99997289  x   1.00001286  =   0.99998575
 DH2750!SPC AL E     -   0.99997289  x   1.00002758  =   1.00000047
 DH2750!UTM  16      -   0.99997289  x   0.99961426  =   0.99958716
 DH2750
 DH2750                          SUPERSEDED SURVEY CONTROL
 DH2750
 DH2750  ELLIP H (12/04/92)  172.75   (m)                       GP(       ) 4 1
 DH2750  NAD 83(1986)-  33 45 58.20085(N)    086 37 57.94006(W) AD(       ) 1
 DH2750  NGVD 29 (12/04/92)  201.8    (m)          662.     (f) GPS OBS        
 DH2750
 DH2750.Superseded values are not recommended for survey control.
 DH2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2750.See file dsdata.txt to determine how the superseded data were derived.
 DH2750
 DH2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3400636290(NAD 83)
 DH2750_MARKER: DD = SURVEY DISK
 DH2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2750_SP_SET: CONCRETE POST
 DH2750_STAMPING: 5 - 5 1989
 DH2750_MARK LOGO: ALHD  
 DH2750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2750+STABILITY: SURFACE MOTION
 DH2750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2750+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1990
 DH2750
 DH2750  HISTORY     - Date     Condition        Report By
 DH2750  HISTORY     - 1989     MONUMENTED       ALHD
 DH2750  HISTORY     - 19900321 GOOD
 DH2750
 DH2750                          STATION DESCRIPTION
 DH2750
 DH2750'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2750'THE STATION IS LOCATED IN BLOUNT COUNTY ON L AND N RAILROAD RIGHT OF
 DH2750'WAY ABOUT 0.16 KM (0.10 MI) EAST OF ALA 75, ABOUT 25.91 KM
 DH2750'(16.10 MI) SOUTHWEST OF ONEONTA AND ABOUT 33.07 KM (20.55 MI)
 DH2750'NORTHEAST OF BIRMINGHAM.
 DH2750'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 NORTH AND ALA 75
 DH2750'IN ONEONTA, DRIVE SOUTHWEST ON ALA 75 FOR 25.59 KM (15.90 MI) TO MILE
 DH2750'POST 13.45 AND A PAVED ROAD LEFT TO VILLAGE SPRINGS EAST, TURN LEFT
 DH2750'ON THE PAVED ROAD AND DRIVE EAST FOR 0.16 KM (0.10 MI) TO A RAILROAD
 DH2750'GRADE CROSSING AND THE STATION ON THE RIGHT.
 DH2750'THE STATION IS 18.20 M (59.71 FT) SOUTH - SOUTHEAST OF A TELEPHONE
 DH2750'CABLE POLE ACROSS THE PAVED ROAD, 16.95 M (55.61 FT) SOUTH -
 DH2750'SOUTHWEST OF A RAILROAD CROSS BUCK ACROSS THE PAVED ROAD, 14.33 M
 DH2750'(47.01 FT) SOUTHWEST OF THE CENTER OF THE CROSSING, 11.28 M
 DH2750'(37.01 FT) SOUTH OF THE CENTER OF THE PAVED ROAD, 6.95 M (22.80 FT)
 DH2750'WEST - NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD, AND SET FLUSH
 DH2750'WITH THE GROUND 6.76 FT (2.06 M) WEST OF A CARSONITE WITNESS POST.
 DH2750'STATION 5 - 6 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2750'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DH2750'BLOUNT COUNTY SHERIFF OFFICE
 DH2750'PHONE 205 - 274 - 2136.
 DH2750
 DH2750                          STATION RECOVERY (1990)
 DH2750
 DH2750'RECOVERED 1990
 DH2750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2751 ***********************************************************************
 DH2751  DESIGNATION -  5 6
 DH2751  PID         -  DH2751
 DH2751  STATE/COUNTY-  AL/BLOUNT
 DH2751  USGS QUAD   -  TRAFFORD (1986)
 DH2751
 DH2751                         *CURRENT SURVEY CONTROL
 DH2751  ___________________________________________________________________
 DH2751* NAD 83(1992)-  33 46 17.30179(N)    086 37 48.81823(W)     ADJUSTED  
 DH2751* NAVD 88     -       196.3    (meters)     644.     (feet)  VERTCON   
 DH2751  ___________________________________________________________________
 DH2751  X           -     311,975.163 (meters)                     COMP
 DH2751  Y           -  -5,298,353.010 (meters)                     COMP
 DH2751  Z           -   3,525,496.502 (meters)                     COMP
 DH2751  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 DH2751  ELLIP HEIGHT-         167.05  (meters)          (07/29/02) GPS OBS
 DH2751  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2751
 DH2751  HORZ ORDER  -  FIRST
 DH2751  ELLP ORDER  -  FOURTH    CLASS I
 DH2751
 DH2751.The horizontal coordinates were established by GPS observations
 DH2751.and adjusted by the National Geodetic Survey in December 1992..
 DH2751
 DH2751.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2751.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2751
 DH2751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2751
 DH2751.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2751
 DH2751.The ellipsoidal height was determined by GPS observations
 DH2751.and is referenced to NAD 83.
 DH2751
 DH2751.The geoid height was determined by GEOID03.
 DH2751
 DH2751;                    North         East     Units Scale Factor Converg.
 DH2751;SPC AL W     -   418,511.780   680,564.126   MT  1.00001332   +0 29 00.7
 DH2751;SPC AL E     -   363,042.239   126,184.596   MT  1.00002715   -0 26 34.8
 DH2751;UTM  16      - 3,736,879.214   534,238.972   MT  0.99961445   +0 12 20.0
 DH2751
 DH2751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2751!SPC AL W     -   0.99997378  x   1.00001332  =   0.99998710
 DH2751!SPC AL E     -   0.99997378  x   1.00002715  =   1.00000093
 DH2751!UTM  16      -   0.99997378  x   0.99961445  =   0.99958824
 DH2751
 DH2751                          SUPERSEDED SURVEY CONTROL
 DH2751
 DH2751  ELLIP H (12/04/92)  167.10   (m)                       GP(       ) 4 1
 DH2751  NAD 83(1986)-  33 46 17.30987(N)    086 37 48.81778(W) AD(       ) 1
 DH2751  NGVD 29 (12/04/92)  196.2    (m)          644.     (f) GPS OBS        
 DH2751
 DH2751.Superseded values are not recommended for survey control.
 DH2751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2751.See file dsdata.txt to determine how the superseded data were derived.
 DH2751
 DH2751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3423936879(NAD 83)
 DH2751_MARKER: DD = SURVEY DISK
 DH2751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2751_SP_SET: CONCRETE POST
 DH2751_STAMPING: 5 - 6 1989
 DH2751_MARK LOGO: ALHD  
 DH2751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2751+STABILITY: SURFACE MOTION
 DH2751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2751+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1990
 DH2751
 DH2751  HISTORY     - Date     Condition        Report By
 DH2751  HISTORY     - 1989     MONUMENTED       ALHD
 DH2751  HISTORY     - 19900321 GOOD
 DH2751
 DH2751                          STATION DESCRIPTION
 DH2751
 DH2751'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2751'THE STATION IS LOCATED IN BLOUNT COUNTY ON L AND N RAILROAD RIGHT OF
 DH2751'WAY ABOUT 31 M (101.7 FT) EAST OF ALA 75, ABOUT 25.27 KM (15.70 MI)
 DH2751'SOUTHWEST OF ONEONTA AND ABOUT 33.72 KM (20.95 MI) NORTHEAST OF
 DH2751'BIRMINGHAM.
 DH2751'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 NORTH AND ALA 75
 DH2751'IN ONEONTA, DRIVE SOUTHWEST ON ALA 75 24.94 KM (15.50 MI) TO MILE
 DH2751'POST 13.85 AND THE STATION ON THE LEFT.
 DH2751'THE STATION IS 47.15 M (154.69 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 DH2751'OF A RAILROAD BRIDGE, 39.93 M (131.00 FT) NORTH - NORTHEAST OF THE
 DH2751'CENTER OF THE PAVED ROAD TO WOODHAVEN SUBDIVISION, 31.88 M
 DH2751'(104.59 FT) EAST - SOUTHEAST OF THE CENTERLINE OF ALA 75, 24.99 M
 DH2751'(81.99 FT) NORTHEAST OF A POWER AND TELEPHONE CABLE POLE, 24.75 M
 DH2751'(81.20 FT) EAST - SOUTHEAST OF A METAL GUARDRAIL, 18.32 M (60.10 FT)
 DH2751'SOUTHWEST OF A CONCRETE WATER LINE MARKER, 16.15 M (52.99 FT) WEST -
 DH2751'NORTHWEST OF THE NORTHWEST RAIL OF THE RAILROAD, 14.60 M (47.90 FT)
 DH2751'SOUTH OF A TELEPHONE CABLE POLE, AND SET FLUSH WITH THE GROUND,AND
 DH2751'3.46FT WEST NORTHWEST OF THE CARSONITE WITNESS POST.
 DH2751'STATION 5 - 5 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2751'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DH2751'BLOUNT COUNTY SHERIFF OFFICE
 DH2751'PHONE 205 - 274 - 2136.
 DH2751
 DH2751                          STATION RECOVERY (1990)
 DH2751
 DH2751'RECOVERED 1990
 DH2751'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2752 ***********************************************************************
 DH2752  DESIGNATION -  5 7
 DH2752  PID         -  DH2752
 DH2752  STATE/COUNTY-  AL/BLOUNT
 DH2752  USGS QUAD   -  REMLAP (1986)
 DH2752
 DH2752                         *CURRENT SURVEY CONTROL
 DH2752  ___________________________________________________________________
 DH2752* NAD 83(1992)-  33 47 00.06385(N)    086 37 22.55510(W)     ADJUSTED  
 DH2752* NAVD 88     -       200.5    (meters)     658.     (feet)  VERTCON   
 DH2752  ___________________________________________________________________
 DH2752  X           -     312,606.844 (meters)                     COMP
 DH2752  Y           -  -5,297,585.554 (meters)                     COMP
 DH2752  Z           -   3,526,594.050 (meters)                     COMP
 DH2752  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 DH2752  ELLIP HEIGHT-         171.34  (meters)          (07/29/02) GPS OBS
 DH2752  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2752
 DH2752  HORZ ORDER  -  FIRST
 DH2752  ELLP ORDER  -  FOURTH    CLASS I
 DH2752
 DH2752.The horizontal coordinates were established by GPS observations
 DH2752.and adjusted by the National Geodetic Survey in December 1992..
 DH2752
 DH2752.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2752.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2752
 DH2752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2752
 DH2752.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2752
 DH2752.The ellipsoidal height was determined by GPS observations
 DH2752.and is referenced to NAD 83.
 DH2752
 DH2752.The geoid height was determined by GEOID03.
 DH2752
 DH2752;                    North         East     Units Scale Factor Converg.
 DH2752;SPC AL W     -   419,835.006   681,228.673   MT  1.00001465   +0 29 15.8
 DH2752;UTM  16      - 3,738,198.672   534,909.664   MT  0.99961502   +0 12 34.8
 DH2752
 DH2752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2752!SPC AL W     -   0.99997310  x   1.00001465  =   0.99998775
 DH2752!UTM  16      -   0.99997310  x   0.99961502  =   0.99958813
 DH2752
 DH2752:                Primary Azimuth Mark                     Grid Az
 DH2752:SPC AL W     -  5 8                                      028 30 36.4
 DH2752:UTM  16      -  5 8                                      028 47 17.4
 DH2752
 DH2752|---------------------------------------------------------------------|
 DH2752| PID    Reference Object                     Distance      Geod. Az  |
 DH2752|                                                           dddmmss.s |
 DH2752| DH2753 5 8                                 APPROX. 0.5 KM 0285952.2 |
 DH2752|---------------------------------------------------------------------|
 DH2752
 DH2752                          SUPERSEDED SURVEY CONTROL
 DH2752
 DH2752  ELLIP H (12/04/92)  171.39   (m)                       GP(       ) 4 1
 DH2752  NAD 83(1986)-  33 47 00.07190(N)    086 37 22.55472(W) AD(       ) 1
 DH2752  NGVD 29 (12/04/92)  200.5    (m)          658.     (f) GPS OBS        
 DH2752
 DH2752.Superseded values are not recommended for survey control.
 DH2752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2752.See file dsdata.txt to determine how the superseded data were derived.
 DH2752
 DH2752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3491038199(NAD 83)
 DH2752_MARKER: DD = SURVEY DISK
 DH2752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2752_SP_SET: CONCRETE POST
 DH2752_STAMPING: 5 - 7 1989
 DH2752_MARK LOGO: ALHD  
 DH2752_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2752+STABILITY: SURFACE MOTION
 DH2752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2752+SATELLITE: SATELLITE OBSERVATIONS - March 14, 1990
 DH2752
 DH2752  HISTORY     - Date     Condition        Report By
 DH2752  HISTORY     - 1989     MONUMENTED       ALHD
 DH2752  HISTORY     - 19900314 GOOD
 DH2752
 DH2752                          STATION DESCRIPTION
 DH2752
 DH2752'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2752'THE STATION IS LOCATED IN BLOUNT COUNTY ON THE EAST RIGHT OF WAY OF
 DH2752'ALA 75, ABOUT 23.82 KM (14.80 MI) SOUTHWEST OF ONEONTA AND ABOUT
 DH2752'32.91 KM (20.45 MI) NORTHEAST OF BIRMINGHAM.
 DH2752'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 NORTH AND ALA 75
 DH2752'IN ONEONTA, DRIVE SOUTHWEST ON ALA 75 23.50 KM (14.60 MI) TO MILE
 DH2752'POST 14.75 AND THE STATION ON THE LEFT.
 DH2752'THE STATION IS 32.55 M (106.79 FT) SOUTH - SOUTHWEST OF A TELEPHONE
 DH2752'CABLE POLE, 29.50 M (96.78 FT) NORTH - NORTHEAST OF A TELEPHONE CABLE
 DH2752'POLE, 21.52 M (70.60 FT) EAST - SOUTHEAST OF THE CENTERLINE OF ALA
 DH2752'75, 15.54 M (50.98 FT) SOUTH OF A TELEPHONE BURIED CABLE WARNING
 DH2752'SIGN, 14.97 M (49.11 FT) NORTH - NORTHEAST OF WATER VALVE MANHOLE IWB
 DH2752'62, 10.52 M (34.51 FT) WEST - NORTHWEST OF THE NORTHWEST RAIL OF THE
 DH2752'RAILROAD, AND SET FLUSH WITH THE GROUND AND IS 7.21FT EAST OF THE
 DH2752'CARSONITE WITNESS POST.
 DH2752'STATION 5 - 8 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2752'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DH2752'BLOUNT COUNTY SHERIFF OFFICE
 DH2752'PHONE 205 - 274 - 2136
 DH2752
 DH2752                          STATION RECOVERY (1990)
 DH2752
 DH2752'RECOVERED 1990
 DH2752'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2753 ***********************************************************************
 DH2753  DESIGNATION -  5 8
 DH2753  PID         -  DH2753
 DH2753  STATE/COUNTY-  AL/BLOUNT
 DH2753  USGS QUAD   -  REMLAP (1986)
 DH2753
 DH2753                         *CURRENT SURVEY CONTROL
 DH2753  ___________________________________________________________________
 DH2753* NAD 83(1992)-  33 47 14.65918(N)    086 37 12.86660(W)     ADJUSTED  
 DH2753* NAVD 88     -       204.19   (meters)     669.9    (feet)  N HEIGHT  
 DH2753  ___________________________________________________________________
 DH2753  X           -     312,841.114 (meters)                     COMP
 DH2753  Y           -  -5,297,324.254 (meters)                     COMP
 DH2753  Z           -   3,526,969.841 (meters)                     COMP
 DH2753  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 DH2753  ELLIP HEIGHT-         174.99  (meters)          (07/29/02) GPS OBS
 DH2753  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2753  DYNAMIC HT  -         203.96  (meters)     669.2   (feet)  COMP
 DH2753  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 DH2753
 DH2753  HORZ ORDER  -  FIRST
 DH2753  VERT ORDER  -  THIRD
 DH2753  ELLP ORDER  -  FOURTH    CLASS I
 DH2753
 DH2753.The horizontal coordinates were established by GPS observations
 DH2753.and adjusted by the National Geodetic Survey in December 1992..
 DH2753
 DH2753.The orthometric height was determined by differential leveling
 DH2753.and adjusted by the National Geodetic Survey in September 1998..
 DH2753.The height was determined by precise leveling from only one NSRS
 DH2753.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DH2753.allowed ONLY to validate the GPS-derived height.
 DH2753
 DH2753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2753
 DH2753.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2753
 DH2753.The ellipsoidal height was determined by GPS observations
 DH2753.and is referenced to NAD 83.
 DH2753
 DH2753.The geoid height was determined by GEOID03.
 DH2753
 DH2753.The dynamic height is computed by dividing the NAVD 88
 DH2753.geopotential number by the normal gravity value computed on the
 DH2753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2753.degrees latitude (g = 980.6199 gals.).
 DH2753
 DH2753.The modeled gravity was interpolated from observed gravity values.
 DH2753
 DH2753;                    North         East     Units Scale Factor Converg.
 DH2753;SPC AL W     -   420,286.814   681,474.088   MT  1.00001514   +0 29 21.4
 DH2753;UTM  16      - 3,738,649.104   535,157.170   MT  0.99961524   +0 12 40.3
 DH2753
 DH2753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2753!SPC AL W     -   0.99997253  x   1.00001514  =   0.99998767
 DH2753!UTM  16      -   0.99997253  x   0.99961524  =   0.99958778
 DH2753
 DH2753:                Primary Azimuth Mark                     Grid Az
 DH2753:SPC AL W     -  5 7                                      208 30 36.2
 DH2753:UTM  16      -  5 7                                      208 47 17.3
 DH2753
 DH2753|---------------------------------------------------------------------|
 DH2753| PID    Reference Object                     Distance      Geod. Az  |
 DH2753|                                                           dddmmss.s |
 DH2753| DH2752 5 7                                 APPROX. 0.5 KM 2085957.6 |
 DH2753|---------------------------------------------------------------------|
 DH2753
 DH2753                          SUPERSEDED SURVEY CONTROL
 DH2753
 DH2753  ELLIP H (12/04/92)  175.05   (m)                       GP(       ) 4 1
 DH2753  NAD 83(1986)-  33 47 14.66725(N)    086 37 12.86621(W) AD(       ) 1
 DH2753  NGVD 29 (??/??/??)  204.14   (m)          669.7    (f) N HEIGHT    3  
 DH2753
 DH2753.Superseded values are not recommended for survey control.
 DH2753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2753.See file dsdata.txt to determine how the superseded data were derived.
 DH2753
 DH2753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3515738649(NAD 83)
 DH2753_MARKER: DD = SURVEY DISK
 DH2753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2753_SP_SET: CONCRETE POST
 DH2753_STAMPING: 5 - 8 1989
 DH2753_MARK LOGO: ALHD  
 DH2753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2753+STABILITY: SURFACE MOTION
 DH2753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2753+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1990
 DH2753
 DH2753  HISTORY     - Date     Condition        Report By
 DH2753  HISTORY     - 1989     MONUMENTED       ALHD
 DH2753  HISTORY     - 19900412 GOOD             ALHD
 DH2753
 DH2753                          STATION DESCRIPTION
 DH2753
 DH2753'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2753'THE STATION IS LOCATED IN BLOUNT COUNTY ON THE EAST RIGHT OF WAY OF
 DH2753'ALA 75, ABOUT 23.26 KM (14.45 MI) SOUTHWEST OF ONEONTA AND ABOUT
 DH2753'35.73 KM (22.20 MI) NORTHEAST OF BIRMINGHAM.
 DH2753'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 NORTH AND ALA 75
 DH2753'IN ONEONTA, DRIVE SOUTHWEST ON ALA 75 22.93 KM (14.25 MI) TO MILE
 DH2753'POST 15.10 AND THE STATION ON THE LEFT.
 DH2753'THE STATION IS 24.75 M (81.20 FT) SOUTH - SOUTHWEST OF A TELEPHONE
 DH2753'CABLE POLE, 19.35 M (63.48 FT) EAST - SOUTHEAST OF THE CENTERLINE OF
 DH2753'ALA 75, 19.20 M (62.99 FT) WEST - NORTHWEST OF RAILROAD MILE POST 407
 DH2753'ACROSS THE TRACKS, 17.10 M (56.10 FT) SOUTH - SOUTHWEST OF WATER
 DH2753'VALVE MANHOLE IWB 63, 13.14 M (43.11 FT) WEST - NORTHWEST OF THE
 DH2753'NORTHWEST RAIL OF THE RAILROAD, AND SET FLUSH WITH THE GROUND AND IS
 DH2753'17.05FT EAST NORTHEAST OF THE CARSONITE WITNESS POST.
 DH2753'STATION 5 - 7 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2753'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DH2753'BLOUNT COUNTY SHERIFF OFFICE
 DH2753'PHONE 205 - 274 - 2136
 DH2753
 DH2753                          STATION RECOVERY (1990)
 DH2753
 DH2753'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2753'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2754 ***********************************************************************
 DH2754  DESIGNATION -  5 9
 DH2754  PID         -  DH2754
 DH2754  STATE/COUNTY-  AL/BLOUNT
 DH2754  USGS QUAD   -  ONEONTA (1978)
 DH2754
 DH2754                         *CURRENT SURVEY CONTROL
 DH2754  ___________________________________________________________________
 DH2754* NAD 83(1992)-  33 55 53.32057(N)    086 29 50.86849(W)     ADJUSTED  
 DH2754* NAVD 88     -       232.7    (meters)     763.     (feet)  VERTCON   
 DH2754  ___________________________________________________________________
 DH2754  X           -     323,649.334 (meters)                     COMP
 DH2754  Y           -  -5,287,778.096 (meters)                     COMP
 DH2754  Z           -   3,540,256.472 (meters)                     COMP
 DH2754  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DH2754  ELLIP HEIGHT-         203.55  (meters)          (07/29/02) GPS OBS
 DH2754  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH2754
 DH2754  HORZ ORDER  -  FIRST
 DH2754  ELLP ORDER  -  FOURTH    CLASS I
 DH2754
 DH2754.The horizontal coordinates were established by GPS observations
 DH2754.and adjusted by the National Geodetic Survey in December 1992..
 DH2754
 DH2754.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2754.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2754
 DH2754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2754
 DH2754.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2754
 DH2754.The ellipsoidal height was determined by GPS observations
 DH2754.and is referenced to NAD 83.
 DH2754
 DH2754.The geoid height was determined by GEOID03.
 DH2754
 DH2754;                    North         East     Units Scale Factor Converg.
 DH2754;SPC AL W     -   436,371.075   692,689.043   MT  1.00003920   +0 33 34.8
 DH2754;UTM  16      - 3,754,672.128   546,445.616   MT  0.99962659   +0 16 49.9
 DH2754
 DH2754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2754!SPC AL W     -   0.99996805  x   1.00003920  =   1.00000725
 DH2754!UTM  16      -   0.99996805  x   0.99962659  =   0.99959465
 DH2754
 DH2754:                Primary Azimuth Mark                     Grid Az
 DH2754:SPC AL W     -  5 10                                     032 04 40.4
 DH2754:UTM  16      -  5 10                                     032 21 25.3
 DH2754
 DH2754|---------------------------------------------------------------------|
 DH2754| PID    Reference Object                     Distance      Geod. Az  |
 DH2754|                                                           dddmmss.s |
 DH2754| DH2766 5 10                                477.670 METERS 0323815.2 |
 DH2754|---------------------------------------------------------------------|
 DH2754
 DH2754                          SUPERSEDED SURVEY CONTROL
 DH2754
 DH2754  ELLIP H (12/04/92)  203.62   (m)                       GP(       ) 4 1
 DH2754  NAD 83(1986)-  33 55 53.32936(N)    086 29 50.86773(W) AD(       ) 1
 DH2754  NGVD 29 (12/04/92)  232.7    (m)          763.     (f) GPS OBS        
 DH2754
 DH2754.Superseded values are not recommended for survey control.
 DH2754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2754.See file dsdata.txt to determine how the superseded data were derived.
 DH2754
 DH2754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4644654672(NAD 83)
 DH2754_MARKER: DD = SURVEY DISK
 DH2754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2754_SP_SET: CONCRETE POST
 DH2754_STAMPING: 5 - 9 1989
 DH2754_MARK LOGO: ALHD  
 DH2754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2754+STABILITY: SURFACE MOTION
 DH2754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2754+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1990
 DH2754
 DH2754  HISTORY     - Date     Condition        Report By
 DH2754  HISTORY     - 1989     MONUMENTED       ALHD
 DH2754  HISTORY     - 19900318 GOOD             ALHD
 DH2754
 DH2754                          STATION DESCRIPTION
 DH2754
 DH2754'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2754'THE STATION IS LOCATED IN BLOUNT COUNTY ON THE WEST RIGHT OF WAY OF
 DH2754'ALA 75 ON THE SOUTH SIDE OF ONEONTA.
 DH2754'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 NORTH AND ALA 75
 DH2754'IN ONEONTA, DRIVE SOUTHWEST ON ALA 75 FOR 3.06 KM (1.90 MI) TO MILE
 DH2754'POST 27.45 AND THE STATION ON THE RIGHT ABOUT 91.44 M (300.00 FT)
 DH2754'NORTH OF A RAILROAD GRADE CROSSING.
 DH2754'THE STATION IS 23.23 M (76.21 FT) WEST - NORTHWEST OF THE CENTERLINE
 DH2754'OF THE SOUTH BOUND LANES OF ALA 75, 15.94 M (52.30 FT) WEST -
 DH2754'NORTHWEST OF A RAILROAD CROSSING SIGN POST, 3.20 M (10.50 FT) EAST -
 DH2754'SOUTHEAST OF A HOGWIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON METAL
 DH2754'POSTS, AND SET FLUSH WITH THE GROUND AND IS 8.59FT EAST OF THE
 DH2754'CARSONITE WITNESS POST.
 DH2754'STATION 5 - 10 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2754'BEFORE USING THIS STATION, PLEASE NOTIFY
 DH2754'ONEONTA POLICE DEPARTMENT
 DH2754'100 JACK FENDLEY DRIVE
 DH2754'ONEONTA, ALABAMA 35121
 DH2754'PHONE 205 - 625 - 4361.
 DH2754
 DH2754                          STATION RECOVERY (1990)
 DH2754
 DH2754'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2754'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0935 ***********************************************************************
 DH0935  DESIGNATION -  50
 DH0935  PID         -  DH0935
 DH0935  STATE/COUNTY-  AL/JEFFERSON
 DH0935  USGS QUAD   -  GREENWOOD (1978)
 DH0935
 DH0935                         *CURRENT SURVEY CONTROL
 DH0935  ___________________________________________________________________
 DH0935* NAD 83(1986)-  33 21 32.     (N)    086 52 51.     (W)     SCALED    
 DH0935* NAVD 88     -       174.178  (meters)     571.45   (feet)  ADJUSTED  
 DH0935  ___________________________________________________________________
 DH0935  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0935  DYNAMIC HT  -         173.985 (meters)     570.82  (feet)  COMP
 DH0935  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 DH0935
 DH0935  VERT ORDER  -  FIRST     CLASS II
 DH0935
 DH0935.The horizontal coordinates were scaled from a topographic map and have
 DH0935.an estimated accuracy of +/- 6 seconds.
 DH0935
 DH0935.The orthometric height was determined by differential leveling
 DH0935.and adjusted by the National Geodetic Survey in June 1991..
 DH0935
 DH0935.The geoid height was determined by GEOID03.
 DH0935
 DH0935.The dynamic height is computed by dividing the NAVD 88
 DH0935.geopotential number by the normal gravity value computed on the
 DH0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0935.degrees latitude (g = 980.6199 gals.).
 DH0935
 DH0935.The modeled gravity was interpolated from observed gravity values.
 DH0935
 DH0935;                    North         East    Units  Estimated Accuracy
 DH0935;SPC AL W     -   372,590.      657,620.      MT  (+/- 180 meters Scaled)
 DH0935
 DH0935                          SUPERSEDED SURVEY CONTROL
 DH0935
 DH0935  NGVD 29 (??/??/92)  174.124  (m)          571.27   (f) ADJ UNCH    1 2
 DH0935
 DH0935.Superseded values are not recommended for survey control.
 DH0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0935.See file dsdata.txt to determine how the superseded data were derived.
 DH0935
 DH0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB110910(NAD 83)
 DH0935_MARKER: DB = BENCH MARK DISK
 DH0935_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0935_SP_SET: BRIDGE
 DH0935_STAMPING: B.M.NO.50 - USGS 1903 --ELEV 57101
 DH0935_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0935
 DH0935  HISTORY     - Date     Condition        Report By
 DH0935  HISTORY     - 1903     MONUMENTED
 DH0935  HISTORY     - 1934     GOOD             NGS
 DH0935  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH0935
 DH0935                          STATION DESCRIPTION
 DH0935
 DH0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DH0935'5.7 MI SE FROM BESSEMER.
 DH0935'IS LOCATED 5.7 MILES SOUTHEAST OF THE A.B. AND C. RWY STATION AT
 DH0935'BESSEMER.  IN THE SOUTHEAST CONCRETE HEADWALL OF A STEEL TRESTLE OVER
 DH0935'A LARGE CREEK.  3.5 FT. NORTHEAST OF NORTHEAST RAIL OF TRACK.  1 FT.
 DH0935'WEST OF SOUTHEAST CORNER OF HEADWALL.  NOTE-- A CROSS TIE HAS BEEN
 DH0935'PLACED OVER THE HEADWALL, COVERING THE MARK.  BENCH MARK CANNOT BE
 DH0935'USED.
 DH0935
 DH0935                          STATION RECOVERY (1958)
 DH0935
 DH0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1965 ***********************************************************************
 DG1965  DESIGNATION -  50
 DG1965  PID         -  DG1965
 DG1965  STATE/COUNTY-  AL/CLEBURNE
 DG1965  USGS QUAD   -  HEFLIN (1983)
 DG1965
 DG1965                         *CURRENT SURVEY CONTROL
 DG1965  ___________________________________________________________________
 DG1965* NAD 83(1986)-  33 42 07.     (N)    085 30 57.     (W)     SCALED    
 DG1965* NAVD 88     -       277.387  (meters)     910.06   (feet)  ADJUSTED  
 DG1965  ___________________________________________________________________
 DG1965  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG1965  DYNAMIC HT  -         277.085 (meters)     909.07  (feet)  COMP
 DG1965  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 DG1965
 DG1965  VERT ORDER  -  SECOND    CLASS 0
 DG1965
 DG1965.The horizontal coordinates were scaled from a topographic map and have
 DG1965.an estimated accuracy of +/- 6 seconds.
 DG1965
 DG1965.The orthometric height was determined by differential leveling
 DG1965.and adjusted by the National Geodetic Survey in June 1991..
 DG1965
 DG1965.The geoid height was determined by GEOID03.
 DG1965
 DG1965.The dynamic height is computed by dividing the NAVD 88
 DG1965.geopotential number by the normal gravity value computed on the
 DG1965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1965.degrees latitude (g = 980.6199 gals.).
 DG1965
 DG1965.The modeled gravity was interpolated from observed gravity values.
 DG1965
 DG1965;                    North         East    Units  Estimated Accuracy
 DG1965;SPC AL E     -   355,090.      229,430.      MT  (+/- 180 meters Scaled)
 DG1965
 DG1965                          SUPERSEDED SURVEY CONTROL
 DG1965
 DG1965  NGVD 29 (??/??/92)  277.322  (m)          909.85   (f) ADJ UNCH    2 0
 DG1965
 DG1965.Superseded values are not recommended for survey control.
 DG1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1965.See file dsdata.txt to determine how the superseded data were derived.
 DG1965
 DG1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC375300(NAD 83)
 DG1965_MARKER: DD = SURVEY DISK
 DG1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1965_STAMPING: 50 1934
 DG1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1965+STABILITY: SURFACE MOTION
 DG1965
 DG1965  HISTORY     - Date     Condition        Report By
 DG1965  HISTORY     - 1934     MONUMENTED       USGS
 DG1965  HISTORY     - 1934     GOOD             NGS
 DG1965
 DG1965                          STATION DESCRIPTION
 DG1965
 DG1965'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DG1965'AT EDWARDSVILLE.
 DG1965'LOCATED 0.2 OF MILE WEST OF THE RAILWAY STATION, IN THE SOUTH END
 DG1965'OF THE WEST HEADWALL OF A CONCRETE CULVERT UNDER U.S. HY. 78, 1
 DG1965'FT. NORTH OF SOUTH END OF HEADWALL.  STANDARD TABLET SET FLUSH
 DG1965'IN TOP OF CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0706 ***********************************************************************
 EF0706  DESIGNATION -  50
 EF0706  PID         -  EF0706
 EF0706  STATE/COUNTY-  AL/LIMESTONE
 EF0706  USGS QUAD   -  MASON RIDGE (1973)
 EF0706
 EF0706                         *CURRENT SURVEY CONTROL
 EF0706  ___________________________________________________________________
 EF0706* NAD 83(1986)-  34 33 27.     (N)    086 49 29.     (W)     SCALED    
 EF0706* NAVD 88     -       171.384  (meters)     562.28   (feet)  ADJUSTED  
 EF0706  ___________________________________________________________________
 EF0706  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 EF0706  DYNAMIC HT  -         171.214 (meters)     561.72  (feet)  COMP
 EF0706  MODELED GRAV-     979,637.0   (mgal)                       NAVD 88
 EF0706
 EF0706  VERT ORDER  -  FIRST     CLASS II
 EF0706
 EF0706.The horizontal coordinates were scaled from a topographic map and have
 EF0706.an estimated accuracy of +/- 6 seconds.
 EF0706
 EF0706.The orthometric height was determined by differential leveling
 EF0706.and adjusted by the National Geodetic Survey in June 1991..
 EF0706
 EF0706.The geoid height was determined by GEOID03.
 EF0706
 EF0706.The dynamic height is computed by dividing the NAVD 88
 EF0706.geopotential number by the normal gravity value computed on the
 EF0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0706.degrees latitude (g = 980.6199 gals.).
 EF0706
 EF0706.The modeled gravity was interpolated from observed gravity values.
 EF0706
 EF0706;                    North         East    Units  Estimated Accuracy
 EF0706;SPC AL W     -   505,560.      661,970.      MT  (+/- 180 meters Scaled)
 EF0706
 EF0706                          SUPERSEDED SURVEY CONTROL
 EF0706
 EF0706  NGVD 29 (??/??/92)  171.346  (m)          562.16   (f) ADJ UNCH    1 2
 EF0706
 EF0706.Superseded values are not recommended for survey control.
 EF0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0706.See file dsdata.txt to determine how the superseded data were derived.
 EF0706
 EF0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED160239(NAD 83)
 EF0706_MARKER: DD = SURVEY DISK
 EF0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0706+STABILITY: SURFACE MOTION
 EF0706
 EF0706  HISTORY     - Date     Condition        Report By
 EF0706  HISTORY     - UNK      MONUMENTED       USE
 EF0706  HISTORY     - 1933     GOOD             NGS
 EF0706  HISTORY     - 1934     GOOD             NGS
 EF0706
 EF0706                          STATION DESCRIPTION
 EF0706
 EF0706'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0706'10 MI SE FROM DECATUR.
 EF0706'IN LIMESTONE COUNTY, ABOUT 10 MILES UPSTREAM FROM DECATUR, MORGAN
 EF0706'COUNTY, ON THE RIGHT BANK OF TENNESSEE RIVER, AT MILEAGE 149, ABOUT
 EF0706'3,000 FEET UPSTREAM FROM THE MOUTH OF BLAKES SPRING BRANCH, OPPOSITE
 EF0706'THROUPS LANDING, ABOUT 2,000 FEET SOUTH ACROSS RIVER BOTTOMS FROM
 EF0706'BLAKES SPRING, ABOUT 75 FEET FROM RIVER ON CREST OF BANK NEAR EDGE OF
 EF0706'FIELD AND 8 FEET NORTH OF AN 8-INCH SYCAMORE TREE.  A CORPS OF
 EF0706'ENGINEERS U.S. ARMY, STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 EF0706'PROJECTING ABOUT 4 INCHES ABOVE THE GROUND.
 EF0706
 EF0706                          STATION RECOVERY (1934)
 EF0706
 EF0706'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF0706'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2096 ***********************************************************************
 BU2096  DESIGNATION -  50 1
 BU2096  PID         -  BU2096
 BU2096  STATE/COUNTY-  AL/MONROE
 BU2096  USGS QUAD   -  URIAH WEST (1981)
 BU2096
 BU2096                         *CURRENT SURVEY CONTROL
 BU2096  ___________________________________________________________________
 BU2096* NAD 83(1992)-  31 20 37.80655(N)    087 31 20.21036(W)     ADJUSTED  
 BU2096* NAVD 88     -       109.8    (meters)     360.     (feet)  VERTCON   
 BU2096  ___________________________________________________________________
 BU2096  X           -     235,708.991 (meters)                     COMP
 BU2096  Y           -  -5,447,231.480 (meters)                     COMP
 BU2096  Z           -   3,298,553.703 (meters)                     COMP
 BU2096  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 BU2096  ELLIP HEIGHT-          81.71  (meters)          (07/29/02) GPS OBS
 BU2096  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BU2096
 BU2096  HORZ ORDER  -  FIRST
 BU2096  ELLP ORDER  -  FOURTH    CLASS I
 BU2096
 BU2096.The horizontal coordinates were established by GPS observations
 BU2096.and adjusted by the National Geodetic Survey in December 1992..
 BU2096
 BU2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2096
 BU2096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2096
 BU2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2096
 BU2096.The ellipsoidal height was determined by GPS observations
 BU2096.and is referenced to NAD 83.
 BU2096
 BU2096.The geoid height was determined by GEOID03.
 BU2096
 BU2096;                    North         East     Units Scale Factor Converg.
 BU2096;SPC AL W     -   148,973.045   597,879.917   MT  0.99993339   -0 00 41.7
 BU2096;UTM  16      - 3,467,826.308   450,319.402   MT  0.99963044   -0 16 18.1
 BU2096
 BU2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2096!SPC AL W     -   0.99998717  x   0.99993339  =   0.99992056
 BU2096!UTM  16      -   0.99998717  x   0.99963044  =   0.99961761
 BU2096
 BU2096                          SUPERSEDED SURVEY CONTROL
 BU2096
 BU2096  ELLIP H (12/04/92)   81.79   (m)                       GP(       ) 4 1
 BU2096  NAD 83(1986)-  31 20 37.81788(N)    087 31 20.21181(W) AD(       ) 1
 BU2096  NGVD 29 (12/04/92)  109.8    (m)          360.     (f) GPS OBS        
 BU2096
 BU2096.Superseded values are not recommended for survey control.
 BU2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2096.See file dsdata.txt to determine how the superseded data were derived.
 BU2096
 BU2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5031967826(NAD 83)
 BU2096_MARKER: DD = SURVEY DISK
 BU2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2096_SP_SET: CONCRETE POST
 BU2096_STAMPING: 50-1 1990
 BU2096_MARK LOGO: ALHD  
 BU2096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2096+STABILITY: SURFACE MOTION
 BU2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2096+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1992
 BU2096
 BU2096  HISTORY     - Date     Condition        Report By
 BU2096  HISTORY     - 1990     MONUMENTED       ALHD
 BU2096  HISTORY     - 19910820 GOOD             ALHD
 BU2096  HISTORY     - 19920403 GOOD
 BU2096
 BU2096                          STATION DESCRIPTION
 BU2096
 BU2096'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2096'THE STATION IS LOCATED IN MONROE COUNTY ON THE EAST RIGHT OF WAY OF A
 BU2096'MONROE COUNTY PAVED ROAD, ABOUT 4.67 KM (2.90 MI) NORTH-NORTHWEST OF
 BU2096'URIAH AND ABOUT 14.97 KM (9.30 MI) SOUTHWEST OF FRISCO CITY.
 BU2096'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, ALA 59, AND MONROE
 BU2096'COUNTY ROAD NO. 3 IN URIAH, DRIVE NORTH ON MONROE COUNTY ROAD NO. 3
 BU2096'FOR 2.74 KM (1.70 MI) TO MONROE COUNTY ROAD NO. 8 LEFT AND RIGHT,
 BU2096'TURN LEFT ON MONROE COUNTY ROAD NO. 8 AND DRIVE WEST FOR 1.13 KM
 BU2096'(0.70 MI) TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE
 BU2096'PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR 1.45 KM (0.90 MI) TO THE
 BU2096'STATION ON THE RIGHT.
 BU2096'THE STATION IS 7.07 M (23.20 FT) EAST-NORTHEAST OF THE CENTER OF THE
 BU2096'PAVED COUNTY ROAD, 29.93 M (98.20 FT) SOUTH-SOUTHEAST OF TELEPHONE
 BU2096'CABLE PEDESTAL NO. 1 3L 23, 31.36 M (102.89 FT) SOUTH-SOUTHEAST OF A
 BU2096'POWER POLE, 0.40 M (1.31 FT) WEST-SOUTHWEST OF A CARSONITE WITNESS
 BU2096'POST, AND SET FLUSH WITH THE GROUND.
 BU2096'STATION 50-2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2096'THE STATION IS LOCATED IN MONROE COUNTY ON THE EAST RIGHT OF WAY OF A
 BU2096'MONROE COUNTY PAVED ROAD, ABOUT 4.67 KM (2.90 MI) NORTH - NORTHWEST
 BU2096'OF URIAH AND ABOUT 14.97 KM (9.30 MI) SOUTHWEST OF FRISCO CITY.
 BU2096'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, ALA 59, AND MONROE
 BU2096'COUNTY ROAD NO. 3 IN URIAH, DRIVE NORTH ON MONROE COUNTY ROAD NO. 3
 BU2096'2.74 KM (1.70 MI) TO MONROE COUNTY ROAD NO. 8 LEFT AND RIGHT, TURN
 BU2096'LEFT ON MONROE COUNTY ROAD NO. 8 AND DRIVE WEST 1.13 KM (0.70 MI) TO
 BU2096'A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD
 BU2096'AND DRIVE NORTHWEST 1.45 KM (0.90 MI) TO THE STATION ON THE RIGHT.
 BU2096'THE STATION IS 7.07 M (23.20 FT) EAST - NORTHEAST OF THE CENTER OF THE
 BU2096'PAVED COUNTY ROAD, 29.93 M (98.20 FT) SOUTH - SOUTHEAST OF TELEPHONE
 BU2096'CABLE PEDESTAL NO. 1 3L 23, 31.36 M (102.89 FT) SOUTH - SOUTHEAST OF
 BU2096'A POWER POLE, 0.40 M (1.31 FT) WEST - SOUTHWEST OF A CARSONITE
 BU2096'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2096'STATION 50-2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2096
 BU2096                          STATION RECOVERY (1992)
 BU2096
 BU2096'RECOVERED 1992
 BU2096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8431 ***********************************************************************
 AA8431  DESIGNATION -  50 10
 AA8431  PID         -  AA8431
 AA8431  STATE/COUNTY-  AL/MONROE
 AA8431  USGS QUAD   -  PINE APPLE SOUTH (1981)
 AA8431
 AA8431                         *CURRENT SURVEY CONTROL
 AA8431  ___________________________________________________________________
 AA8431* NAD 83(1992)-  31 49 15.67527(N)    086 57 12.29410(W)     ADJUSTED  
 AA8431* NAVD 88     -       102.9    (meters)     338.     (feet)  VERTCON   
 AA8431  ___________________________________________________________________
 AA8431  X           -     288,306.700 (meters)                     COMP
 AA8431  Y           -  -5,416,945.912 (meters)                     COMP
 AA8431  Z           -   3,343,624.273 (meters)                     COMP
 AA8431  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA8431  ELLIP HEIGHT-          75.33  (meters)          (07/29/02) GPS OBS
 AA8431  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA8431
 AA8431  HORZ ORDER  -  FIRST
 AA8431  ELLP ORDER  -  FOURTH    CLASS I
 AA8431
 AA8431.The horizontal coordinates were established by GPS observations
 AA8431.and adjusted by the National Geodetic Survey in September 1995..
 AA8431
 AA8431.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8431.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8431
 AA8431.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8431
 AA8431.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8431
 AA8431.The ellipsoidal height was determined by GPS observations
 AA8431.and is referenced to NAD 83.
 AA8431
 AA8431.The geoid height was determined by GEOID03.
 AA8431
 AA8431;                    North         East     Units Scale Factor Converg.
 AA8431;SPC AL W     -   202,009.578   651,745.509   MT  0.99996634   +0 17 17.5
 AA8431;UTM  16      - 3,520,598.436   504,408.726   MT  0.99960024   +0 01 28.4
 AA8431
 AA8431!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8431!SPC AL W     -   0.99998817  x   0.99996634  =   0.99995451
 AA8431!UTM  16      -   0.99998817  x   0.99960024  =   0.99958842
 AA8431
 AA8431:                Primary Azimuth Mark                     Grid Az
 AA8431:SPC AL W     -  50 9                                     225 24 48.3
 AA8431:UTM  16      -  50 9                                     225 40 37.4
 AA8431
 AA8431|---------------------------------------------------------------------|
 AA8431| PID    Reference Object                     Distance      Geod. Az  |
 AA8431|                                                           dddmmss.s |
 AA8431| AA8430 50 9                                APPROX. 0.5 KM 2254205.8 |
 AA8431|---------------------------------------------------------------------|
 AA8431
 AA8431                          SUPERSEDED SURVEY CONTROL
 AA8431
 AA8431  ELLIP H (09/29/95)   75.40   (m)                       GP(       ) 3 2
 AA8431  NGVD 29 (09/29/95)  102.8    (m)          337.     (f) GPS OBS        
 AA8431
 AA8431.Superseded values are not recommended for survey control.
 AA8431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8431.See file dsdata.txt to determine how the superseded data were derived.
 AA8431
 AA8431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA0440920598(NAD 83)
 AA8431_MARKER: DD = SURVEY DISK
 AA8431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8431_STAMPING: 50-10 1994
 AA8431_MARK LOGO: ALHD  
 AA8431_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8431+STABILITY: SURFACE MOTION
 AA8431_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8431+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8431
 AA8431  HISTORY     - Date     Condition        Report By
 AA8431  HISTORY     - 1994     MONUMENTED       ALHD
 AA8431
 AA8431                          STATION DESCRIPTION
 AA8431
 AA8431'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8431'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8431'OF ALA 47, ABOUT 4.45 MI (7.16 KM) NORTHEAST OF OLD TEXAS AND ABOUT
 AA8431'8.20 MI (13.20 KM) EAST OF MC WILLIAMS. TO REACH THE STATION FROM THE
 AA8431'JUNCTION OF ALA 47 AND ALA 83 (MILE POST 33.05 ON ALA 47 AND MILE POST
 AA8431'24.30 ON ALA 83) AT MIDWAY, DRIVE NORTHEAST ON ALA 47 FOR 9.55 MI
 AA8431'(15.37 KM) TO MILE POST 42.60 AND THE STATION ON THE RIGHT. THE
 AA8431'STATION IS 34.2 FT (10.4 M) SOUTHEAST OF THE CENTERLINE OF ALA 47,
 AA8431'60.0 FT (18.3 M) SOUTHWEST OF THE CENTER OF A GRAVEL WOODS ROAD, 106.4
 AA8431'FT (32.4 M) WEST-SOUTHWEST OF THE NORTH POST OF A RED PIPE GATE, 2.0
 AA8431'FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA8431'THE GROUND. STATION 50-9 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8431'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8432 ***********************************************************************
 AA8432  DESIGNATION -  50 11
 AA8432  PID         -  AA8432
 AA8432  STATE/COUNTY-  AL/MONROE
 AA8432  USGS QUAD   -  PINE APPLE SOUTH (1981)
 AA8432
 AA8432                         *CURRENT SURVEY CONTROL
 AA8432  ___________________________________________________________________
 AA8432* NAD 83(1992)-  31 45 26.09614(N)    086 57 38.02036(W)     ADJUSTED  
 AA8432* NAVD 88     -       104.0    (meters)     341.     (feet)  VERTCON   
 AA8432  ___________________________________________________________________
 AA8432  X           -     287,828.642 (meters)                     COMP
 AA8432  Y           -  -5,420,702.681 (meters)                     COMP
 AA8432  Z           -   3,337,614.298 (meters)                     COMP
 AA8432  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA8432  ELLIP HEIGHT-          76.46  (meters)          (07/29/02) GPS OBS
 AA8432  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA8432
 AA8432  HORZ ORDER  -  FIRST
 AA8432  ELLP ORDER  -  FOURTH    CLASS I
 AA8432
 AA8432.The horizontal coordinates were established by GPS observations
 AA8432.and adjusted by the National Geodetic Survey in September 1995..
 AA8432
 AA8432.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8432.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8432
 AA8432.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8432
 AA8432.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8432
 AA8432.The ellipsoidal height was determined by GPS observations
 AA8432.and is referenced to NAD 83.
 AA8432
 AA8432.The geoid height was determined by GEOID03.
 AA8432
 AA8432;                    North         East     Units Scale Factor Converg.
 AA8432;SPC AL W     -   194,935.292   651,104.038   MT  0.99996553   +0 17 02.1
 AA8432;UTM  16      - 3,513,529.760   503,734.986   MT  0.99960017   +0 01 14.7
 AA8432
 AA8432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8432!SPC AL W     -   0.99998799  x   0.99996553  =   0.99995352
 AA8432!UTM  16      -   0.99998799  x   0.99960017  =   0.99958817
 AA8432
 AA8432:                Primary Azimuth Mark                     Grid Az
 AA8432:SPC AL W     -  50 12                                    056 45 29.6
 AA8432:UTM  16      -  50 12                                    057 01 17.0
 AA8432
 AA8432|---------------------------------------------------------------------|
 AA8432| PID    Reference Object                     Distance      Geod. Az  |
 AA8432|                                                           dddmmss.s |
 AA8432| AA8433 50 12                               470.455 METERS 0570231.7 |
 AA8432|---------------------------------------------------------------------|
 AA8432
 AA8432                          SUPERSEDED SURVEY CONTROL
 AA8432
 AA8432  ELLIP H (09/29/95)   76.53   (m)                       GP(       ) 3 2
 AA8432  NGVD 29 (09/29/95)  104.0    (m)          341.     (f) GPS OBS        
 AA8432
 AA8432.Superseded values are not recommended for survey control.
 AA8432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8432.See file dsdata.txt to determine how the superseded data were derived.
 AA8432
 AA8432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA0373513530(NAD 83)
 AA8432_MARKER: DD = SURVEY DISK
 AA8432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8432_STAMPING: 50-11 1994
 AA8432_MARK LOGO: ALHD  
 AA8432_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8432+STABILITY: SURFACE MOTION
 AA8432_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8432+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8432
 AA8432  HISTORY     - Date     Condition        Report By
 AA8432  HISTORY     - 1994     MONUMENTED       ALHD
 AA8432
 AA8432                          STATION DESCRIPTION
 AA8432
 AA8432'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8432'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8432'OF A PAVED COUNTY ROAD, ABOUT 2.20 MI (3.54 KM) EAST-SOUTHEAST OF OLD
 AA8432'TEXAS AND ABOUT 6.00 MI (9.66 KM) NORTHEAST OF MIDWAY. TO REACH THE
 AA8432'STATION FROM THE JUNCTION OF ALA 47 AND ALA 83 (MILE POST 33.05 ON ALA
 AA8432'47 AND MILE POST 24.30 ON ALA 83) AT MIDWAY, DRIVE NORTHEAST ON ALA 47
 AA8432'FOR 5.05 MI (8.13 KM) TO MILE POST 38.10 AND MONROE COUNTY ROAD NO. 29
 AA8432'LEFT AND RIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 29 AND DRIVE
 AA8432'SOUTHEAST FOR 0.55 MI (0.89 KM) TO A Y-INTERSECTION WITH MONROE COUNTY
 AA8432'ROAD NO. 29 ON THE RIGHT AND A PAVED COUNTY ROAD ON THE LEFT, BEAR
 AA8432'LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTHEAST AND NORTHEAST FOR
 AA8432'2.05 MI (3.30 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT
 AA8432'(0.9 M) SOUTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON RED TOP, GREY
 AA8432'STEEL POSTS, 4.3 FT (1.3 M) SOUTH-SOUTHWEST OF A FENCE CORNER
 AA8432'NORTHEAST OF A GRAVEL FIELD ROAD, 18.0 FT (5.5 M) NORTHEAST OF THE
 AA8432'CENTER OF A GRAVEL FIELD ROAD, 31.0 FT (9.4 M) SOUTHEAST OF THE CENTER
 AA8432'OF THE PAVED COUNTY ROAD, 36.0 FT (11.0 M) NORTHWEST OF THE NORTHEAST
 AA8432'CROSS TIE POST OF A RED METAL GATE, 43.3 FT (13.2 M) NORTH-NORTHWEST
 AA8432'OF THE SOUTHWEST CROSS TIE POST OF A RED METAL GATE, 3.1 FT (0.9 M)
 AA8432'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8432'STATION 50-12 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8433 ***********************************************************************
 AA8433  DESIGNATION -  50 12
 AA8433  PID         -  AA8433
 AA8433  STATE/COUNTY-  AL/MONROE
 AA8433  USGS QUAD   -  PINE APPLE SOUTH (1981)
 AA8433
 AA8433                         *CURRENT SURVEY CONTROL
 AA8433  ___________________________________________________________________
 AA8433* NAD 83(1992)-  31 45 34.40538(N)    086 57 23.02036(W)     ADJUSTED  
 AA8433* NAVD 88     -       100.1    (meters)     328.     (feet)  VERTCON   
 AA8433  ___________________________________________________________________
 AA8433  X           -     288,215.519 (meters)                     COMP
 AA8433  Y           -  -5,420,543.931 (meters)                     COMP
 AA8433  Z           -   3,337,829.875 (meters)                     COMP
 AA8433  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA8433  ELLIP HEIGHT-          72.59  (meters)          (07/29/02) GPS OBS
 AA8433  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA8433
 AA8433  HORZ ORDER  -  FIRST
 AA8433  ELLP ORDER  -  FOURTH    CLASS I
 AA8433
 AA8433.The horizontal coordinates were established by GPS observations
 AA8433.and adjusted by the National Geodetic Survey in September 1995..
 AA8433
 AA8433.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8433.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8433
 AA8433.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8433
 AA8433.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8433
 AA8433.The ellipsoidal height was determined by GPS observations
 AA8433.and is referenced to NAD 83.
 AA8433
 AA8433.The geoid height was determined by GEOID03.
 AA8433
 AA8433;                    North         East     Units Scale Factor Converg.
 AA8433;SPC AL W     -   195,193.174   651,497.497   MT  0.99996603   +0 17 10.1
 AA8433;UTM  16      - 3,513,785.738   504,129.481   MT  0.99960021   +0 01 22.6
 AA8433
 AA8433!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8433!SPC AL W     -   0.99998860  x   0.99996603  =   0.99995463
 AA8433!UTM  16      -   0.99998860  x   0.99960021  =   0.99958882
 AA8433
 AA8433:                Primary Azimuth Mark                     Grid Az
 AA8433:SPC AL W     -  50 11                                    236 45 29.5
 AA8433:UTM  16      -  50 11                                    237 01 17.0
 AA8433
 AA8433|---------------------------------------------------------------------|
 AA8433| PID    Reference Object                     Distance      Geod. Az  |
 AA8433|                                                           dddmmss.s |
 AA8433| AA8432 50 11                               470.455 METERS 2370239.6 |
 AA8433|---------------------------------------------------------------------|
 AA8433
 AA8433                          SUPERSEDED SURVEY CONTROL
 AA8433
 AA8433  ELLIP H (09/29/95)   72.67   (m)                       GP(       ) 3 2
 AA8433  NGVD 29 (09/29/95)  100.1    (m)          328.     (f) GPS OBS        
 AA8433
 AA8433.Superseded values are not recommended for survey control.
 AA8433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8433.See file dsdata.txt to determine how the superseded data were derived.
 AA8433
 AA8433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA0412913786(NAD 83)
 AA8433_MARKER: DD = SURVEY DISK
 AA8433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8433_STAMPING: 50-12 1994
 AA8433_MARK LOGO: ALHD  
 AA8433_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8433+STABILITY: SURFACE MOTION
 AA8433_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8433+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8433
 AA8433  HISTORY     - Date     Condition        Report By
 AA8433  HISTORY     - 1994     MONUMENTED       ALHD
 AA8433
 AA8433                          STATION DESCRIPTION
 AA8433
 AA8433'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8433'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8433'OF A PAVED COUNTY ROAD, ABOUT 2.50 MI (4.02 KM) EAST-SOUTHEAST OF OLD
 AA8433'TEXAS AND ABOUT 6.25 MI (10.06 KM) NORTHEAST OF MIDWAY. TO REACH THE
 AA8433'STATION FROM THE JUNCTION OF ALA 47 AND ALA 83 (MILE POST 33.05 ON ALA
 AA8433'47 AND MILE POST 24.30 ON ALA 83) AT MIDWAY, DRIVE NORTHEAST ON ALA 47
 AA8433'FOR 5.05 MI (8.13 KM) TO MILE POST 38.10 AND MONROE COUNTY ROAD NO. 29
 AA8433'LEFT AND RIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 29 AND DRIVE
 AA8433'SOUTHEAST FOR 0.55 MI (0.89 KM) TO A Y-INTERSECTION WITH MONROE COUNTY
 AA8433'ROAD NO. 29 ON THE RIGHT AND A PAVED COUNTY ROAD ON THE LEFT, BEAR
 AA8433'LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTHEAST AND NORTHEAST FOR
 AA8433'2.35 MI (3.78 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.1 FT
 AA8433'(0.9 M) NORTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON RED TOP, GREY
 AA8433'STEEL POSTS, 23.6 FT (7.2 M) SOUTHEAST OF THE CENTER OF THE PAVED
 AA8433'COUNTY ROAD, 65.6 FT (20.0 M) SOUTHEAST OF POWER POLE NO. 23 7 WITH
 AA8433'ONE GUY WIRE ACROSS THE ROAD, 66.7 FT (20.3 M) WEST-SOUTHWEST OF THE
 AA8433'SOUTHWEST ONE OF TWO CONNECTED CROSS TIE POSTS IN THE FENCE LINE, 3.4
 AA8433'FT (1.0 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA8433'THE GROUND. STATION 50-11 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8433'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8434 ***********************************************************************
 AA8434  DESIGNATION -  50 13
 AA8434  PID         -  AA8434
 AA8434  STATE/COUNTY-  AL/MONROE
 AA8434  USGS QUAD   -  SKINNERTON (1971)
 AA8434
 AA8434                         *CURRENT SURVEY CONTROL
 AA8434  ___________________________________________________________________
 AA8434* NAD 83(1992)-  31 42 51.77828(N)    087 03 13.72921(W)     ADJUSTED  
 AA8434* NAVD 88     -       169.9    (meters)     557.     (feet)  VERTCON   
 AA8434  ___________________________________________________________________
 AA8434  X           -     279,137.114 (meters)                     COMP
 AA8434  Y           -  -5,423,716.742 (meters)                     COMP
 AA8434  Z           -   3,333,606.435 (meters)                     COMP
 AA8434  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AA8434  ELLIP HEIGHT-         142.28  (meters)          (07/29/02) GPS OBS
 AA8434  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AA8434
 AA8434  HORZ ORDER  -  FIRST
 AA8434  ELLP ORDER  -  FOURTH    CLASS I
 AA8434
 AA8434.The horizontal coordinates were established by GPS observations
 AA8434.and adjusted by the National Geodetic Survey in September 1995..
 AA8434
 AA8434.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8434.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8434
 AA8434.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8434
 AA8434.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8434
 AA8434.The ellipsoidal height was determined by GPS observations
 AA8434.and is referenced to NAD 83.
 AA8434
 AA8434.The geoid height was determined by GEOID03.
 AA8434
 AA8434;                    North         East     Units Scale Factor Converg.
 AA8434;SPC AL W     -   190,142.465   642,289.094   MT  0.99995538   +0 14 04.4
 AA8434;UTM  16      - 3,508,779.159   494,901.317   MT  0.99960032   -0 01 41.8
 AA8434
 AA8434!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8434!SPC AL W     -   0.99997766  x   0.99995538  =   0.99993304
 AA8434!UTM  16      -   0.99997766  x   0.99960032  =   0.99957799
 AA8434
 AA8434:                Primary Azimuth Mark                     Grid Az
 AA8434:SPC AL W     -  18 13                                    205 06 34.4
 AA8434:UTM  16      -  18 13                                    205 22 20.6
 AA8434
 AA8434|---------------------------------------------------------------------|
 AA8434| PID    Reference Object                     Distance      Geod. Az  |
 AA8434|                                                           dddmmss.s |
 AA8434| AA8395 18 13                               APPROX. 0.6 KM 2052038.8 |
 AA8434|---------------------------------------------------------------------|
 AA8434
 AA8434                          SUPERSEDED SURVEY CONTROL
 AA8434
 AA8434  ELLIP H (09/29/95)  142.35   (m)                       GP(       ) 3 2
 AA8434  NGVD 29 (09/29/95)  169.8    (m)          557.     (f) GPS OBS        
 AA8434
 AA8434.Superseded values are not recommended for survey control.
 AA8434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8434.See file dsdata.txt to determine how the superseded data were derived.
 AA8434
 AA8434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA9490108779(NAD 83)
 AA8434_MARKER: DD = SURVEY DISK
 AA8434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8434_STAMPING: 50-13 1994
 AA8434_MARK LOGO: ALHD  
 AA8434_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8434+STABILITY: SURFACE MOTION
 AA8434_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8434+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8434
 AA8434  HISTORY     - Date     Condition        Report By
 AA8434  HISTORY     - 1994     MONUMENTED       ALHD
 AA8434
 AA8434                          STATION DESCRIPTION
 AA8434
 AA8434'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8434'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8434'ALA 83, ABOUT 0.35 MI (0.56 KM) SOUTHWEST OF MIDWAY AND ABOUT 9.30 MI
 AA8434'(14.97 KM) EAST-SOUTHEAST OF BEATRICE. TO REACH THE STATION FROM THE
 AA8434'JUNCTION OF ALA 47 AND ALA 83 (MILE POST 24.30 ON ALA 83 AND MILE POST
 AA8434'33.05 ON ALA 47) AT MIDWAY, DRIVE SOUTHWEST ON ALA 83 FOR 0.30 MI
 AA8434'(0.48 KM) TO MILE POST 24.00 AND THE STATION ON THE RIGHT. THE STATION
 AA8434'IS 3.1 FT (0.9 M) EAST-SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA8434'OLD WOOD POSTS, 39.7 FT (12.1 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AA8434'ALA 83, 77.8 FT (23.7 M) WEST OF MILE POST 24 ACROSS THE ROAD, 117.1
 AA8434'FT (35.7 M) SOUTH-SOUTHWEST OF A POWER POLE, 3.1 FT (0.9 M) SOUTHEAST
 AA8434'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8434'18-13 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8435 ***********************************************************************
 AA8435  DESIGNATION -  50 14
 AA8435  PID         -  AA8435
 AA8435  STATE/COUNTY-  AL/MONROE
 AA8435  USGS QUAD   -  BEATRICE (1981)
 AA8435
 AA8435                         *CURRENT SURVEY CONTROL
 AA8435  ___________________________________________________________________
 AA8435* NAD 83(1992)-  31 44 11.32298(N)    087 09 20.79212(W)     ADJUSTED  
 AA8435* NAVD 88     -        89.1    (meters)     292.     (feet)  VERTCON   
 AA8435  ___________________________________________________________________
 AA8435  X           -     269,417.445 (meters)                     COMP
 AA8435  Y           -  -5,422,849.429 (meters)                     COMP
 AA8435  Z           -   3,335,647.882 (meters)                     COMP
 AA8435  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 AA8435  ELLIP HEIGHT-          61.42  (meters)          (07/29/02) GPS OBS
 AA8435  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AA8435
 AA8435  HORZ ORDER  -  FIRST
 AA8435  ELLP ORDER  -  FOURTH    CLASS I
 AA8435
 AA8435.The horizontal coordinates were established by GPS observations
 AA8435.and adjusted by the National Geodetic Survey in September 1995..
 AA8435
 AA8435.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8435
 AA8435.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8435
 AA8435.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8435
 AA8435.The ellipsoidal height was determined by GPS observations
 AA8435.and is referenced to NAD 83.
 AA8435
 AA8435.The geoid height was determined by GEOID03.
 AA8435
 AA8435;                    North         East     Units Scale Factor Converg.
 AA8435;SPC AL W     -   192,557.301   632,617.445   MT  0.99994645   +0 10 51.8
 AA8435;UTM  16      - 3,511,237.493   485,244.228   MT  0.99960269   -0 04 55.0
 AA8435
 AA8435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8435!SPC AL W     -   0.99999036  x   0.99994645  =   0.99993681
 AA8435!UTM  16      -   0.99999036  x   0.99960269  =   0.99959305
 AA8435
 AA8435                          SUPERSEDED SURVEY CONTROL
 AA8435
 AA8435  ELLIP H (09/29/95)   61.48   (m)                       GP(       ) 3 2
 AA8435  NGVD 29 (09/29/95)   89.1    (m)          292.     (f) GPS OBS        
 AA8435
 AA8435.Superseded values are not recommended for survey control.
 AA8435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8435.See file dsdata.txt to determine how the superseded data were derived.
 AA8435
 AA8435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA8524411237(NAD 83)
 AA8435_MARKER: DD = SURVEY DISK
 AA8435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8435_STAMPING: 50-14 1994
 AA8435_MARK LOGO: ALHD  
 AA8435_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8435+STABILITY: SURFACE MOTION
 AA8435_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8435+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8435
 AA8435  HISTORY     - Date     Condition        Report By
 AA8435  HISTORY     - 1994     MONUMENTED       ALHD
 AA8435
 AA8435                          STATION DESCRIPTION
 AA8435
 AA8435'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8435'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8435'ALA 21 AND ALA 47, ABOUT 3.25 MI (5.23 KM) EAST OF BEATRICE AND ABOUT
 AA8435'6.25 MI (10.06 KM) WEST-NORTHWEST OF MIDWAY. TO REACH THE STATION FROM
 AA8435'THE JUNCTION OF ALA 21, ALA 47, AND ALA 265 (MILE POST 60.35 ON ALA 21
 AA8435'AND ALA 47 AND MILE POST 0.00 ON ALA 265) AT BEATRICE, DRIVE EAST ON
 AA8435'ALA 21 AND ALA 47 FOR 3.55 MI (5.71 KM) TO MILE POST 63.90 AND THE
 AA8435'STATION ON THE LEFT. THE STATION IS 2.4 FT (0.7 M) SOUTH-SOUTHWEST OF
 AA8435'A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 2.8 FT (0.9 M)
 AA8435'SOUTH-SOUTHWEST OF THE SOUTH EDGE OF A CONCRETE FEED TROUGH, 56.6 FT
 AA8435'(17.3 M) NORTH-NORTHEAST OF THE CENTERLINE OF ALA 21 AND ALA 47, 154.0
 AA8435'FT (46.9 M) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL FIELD ROAD, 172.1
 AA8435'FT (52.5 M) EAST-SOUTHEAST OF A TELEPHONE SERVICE POLE, 172.1 FT (52.5
 AA8435'M) EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 2 53 LC5, 2.4 FT
 AA8435'(0.7 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8435'WITH THE GROUND. STATION 50-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8435'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8436 ***********************************************************************
 AA8436  DESIGNATION -  50 15
 AA8436  PID         -  AA8436
 AA8436  STATE/COUNTY-  AL/MONROE
 AA8436  USGS QUAD   -  BEATRICE (1981)
 AA8436
 AA8436                         *CURRENT SURVEY CONTROL
 AA8436  ___________________________________________________________________
 AA8436* NAD 83(1992)-  31 44 00.55326(N)    087 08 56.27428(W)     ADJUSTED  
 AA8436* NAVD 88     -        88.9    (meters)     292.     (feet)  VERTCON   
 AA8436  ___________________________________________________________________
 AA8436  X           -     270,070.704 (meters)                     COMP
 AA8436  Y           -  -5,422,991.444 (meters)                     COMP
 AA8436  Z           -   3,335,365.644 (meters)                     COMP
 AA8436  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 AA8436  ELLIP HEIGHT-          61.20  (meters)          (07/29/02) GPS OBS
 AA8436  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AA8436
 AA8436  HORZ ORDER  -  FIRST
 AA8436  ELLP ORDER  -  FOURTH    CLASS I
 AA8436
 AA8436.The horizontal coordinates were established by GPS observations
 AA8436.and adjusted by the National Geodetic Survey in September 1995..
 AA8436
 AA8436.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8436.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8436
 AA8436.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8436
 AA8436.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8436
 AA8436.The ellipsoidal height was determined by GPS observations
 AA8436.and is referenced to NAD 83.
 AA8436
 AA8436.The geoid height was determined by GEOID03.
 AA8436
 AA8436;                    North         East     Units Scale Factor Converg.
 AA8436;SPC AL W     -   192,227.666   633,263.857   MT  0.99994697   +0 11 04.7
 AA8436;UTM  16      - 3,510,905.009   485,888.897   MT  0.99960246   -0 04 42.1
 AA8436
 AA8436!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8436!SPC AL W     -   0.99999039  x   0.99994697  =   0.99993736
 AA8436!UTM  16      -   0.99999039  x   0.99960246  =   0.99959285
 AA8436
 AA8436                          SUPERSEDED SURVEY CONTROL
 AA8436
 AA8436  ELLIP H (09/29/95)   61.26   (m)                       GP(       ) 3 2
 AA8436  NGVD 29 (09/29/95)   88.8    (m)          291.     (f) GPS OBS        
 AA8436
 AA8436.Superseded values are not recommended for survey control.
 AA8436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8436.See file dsdata.txt to determine how the superseded data were derived.
 AA8436
 AA8436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA8588910905(NAD 83)
 AA8436_MARKER: DD = SURVEY DISK
 AA8436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8436_STAMPING: 50-15 1994
 AA8436_MARK LOGO: ALHD  
 AA8436_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8436+STABILITY: SURFACE MOTION
 AA8436_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8436+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8436
 AA8436  HISTORY     - Date     Condition        Report By
 AA8436  HISTORY     - 1994     MONUMENTED       ALHD
 AA8436
 AA8436                          STATION DESCRIPTION
 AA8436
 AA8436'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8436'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8436'ALA 21 AND ALA 47, ABOUT 3.60 MI (5.79 KM) EAST OF BEATRICE AND ABOUT
 AA8436'5.85 MI (9.41 KM) WEST-NORTHWEST OF MIDWAY. TO REACH THE STATION FROM
 AA8436'THE JUNCTION OF ALA 21, ALA 47, AND ALA 265 (MILE POST 60.35 ON ALA 21
 AA8436'AND ALA 47 AND MILE POST 0.00 ON ALA 265) AT BEATRICE, DRIVE EAST ON
 AA8436'ALA 21 AND ALA 47 FOR 4.00 MI (6.44 KM) TO MILE POST 64.35 AND THE
 AA8436'STATION ON THE RIGHT. THE STATION IS 61.0 FT (18.6 M) SOUTH OF THE
 AA8436'CENTERLINE OF ALA 21 AND ALA 47, 68.0 FT (20.7 M) EAST-SOUTHEAST OF
 AA8436'THE CENTER OF A WOODS ROAD, 88.5 FT (27.0 M) EAST-SOUTHEAST OF A
 AA8436'TRANSFORMER POWER POLE, 6.7 FT (2.0 M) NORTH-NORTHEAST OF A CARSONITE
 AA8436'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 50-14 1994 MAY BE
 AA8436'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8437 ***********************************************************************
 AA8437  DESIGNATION -  50 16
 AA8437  PID         -  AA8437
 AA8437  STATE/COUNTY-  AL/MONROE
 AA8437  USGS QUAD   -  BEATRICE (1981)
 AA8437
 AA8437                         *CURRENT SURVEY CONTROL
 AA8437  ___________________________________________________________________
 AA8437* NAD 83(1992)-  31 43 34.48861(N)    087 14 42.88852(W)     ADJUSTED  
 AA8437* NAVD 88     -        60.7    (meters)     199.     (feet)  VERTCON   
 AA8437  ___________________________________________________________________
 AA8437  X           -     260,976.488 (meters)                     COMP
 AA8437  Y           -  -5,423,835.337 (meters)                     COMP
 AA8437  Z           -   3,334,667.960 (meters)                     COMP
 AA8437  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AA8437  ELLIP HEIGHT-          32.94  (meters)          (07/29/02) GPS OBS
 AA8437  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AA8437
 AA8437  HORZ ORDER  -  FIRST
 AA8437  ELLP ORDER  -  FOURTH    CLASS I
 AA8437
 AA8437.The horizontal coordinates were established by GPS observations
 AA8437.and adjusted by the National Geodetic Survey in September 1995..
 AA8437
 AA8437.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8437.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8437
 AA8437.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8437
 AA8437.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8437
 AA8437.The ellipsoidal height was determined by GPS observations
 AA8437.and is referenced to NAD 83.
 AA8437
 AA8437.The geoid height was determined by GEOID03.
 AA8437
 AA8437;                    North         East     Units Scale Factor Converg.
 AA8437;SPC AL W     -   191,399.541   624,142.103   MT  0.99994052   +0 08 02.3
 AA8437;UTM  16      - 3,510,119.023   476,766.534   MT  0.99960666   -0 07 44.3
 AA8437
 AA8437!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8437!SPC AL W     -   0.99999483  x   0.99994052  =   0.99993535
 AA8437!UTM  16      -   0.99999483  x   0.99960666  =   0.99960149
 AA8437
 AA8437|---------------------------------------------------------------------|
 AA8437| PID    Reference Object                     Distance      Geod. Az  |
 AA8437|                                                           dddmmss.s |
 AA8437| AA8438 50 17                               384.631 METERS 09052     |
 AA8437|---------------------------------------------------------------------|
 AA8437
 AA8437                          SUPERSEDED SURVEY CONTROL
 AA8437
 AA8437  ELLIP H (09/29/95)   32.99   (m)                       GP(       ) 3 2
 AA8437  NGVD 29 (09/29/95)   60.7    (m)          199.     (f) GPS OBS        
 AA8437
 AA8437.Superseded values are not recommended for survey control.
 AA8437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8437.See file dsdata.txt to determine how the superseded data were derived.
 AA8437
 AA8437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA7676710119(NAD 83)
 AA8437_MARKER: DD = SURVEY DISK
 AA8437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8437_STAMPING: 50-16 1994
 AA8437_MARK LOGO: ALHD  
 AA8437_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8437+STABILITY: SURFACE MOTION
 AA8437_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8437+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8437
 AA8437  HISTORY     - Date     Condition        Report By
 AA8437  HISTORY     - 1994     MONUMENTED       ALHD
 AA8437
 AA8437                          STATION DESCRIPTION
 AA8437
 AA8437'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8437'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8437'MONROE COUNTY ROAD NO. 50, ABOUT 1.90 MI (3.06 KM) WEST OF BEATRICE
 AA8437'AND ABOUT 9.85 MI (15.85 KM) NORTH OF PETERMAN. TO REACH THE STATION
 AA8437'FROM THE JUNCTION OF ALA 21, ALA 47, AND ALA 265 (MILE POST 60.35 ON
 AA8437'ALA 21 AND ALA 47 AND MILE POST 0.00 ON ALA 265) IN BEATRICE, DRIVE
 AA8437'EAST AND NORTH ON ALA 265 FOR 0.40 MI (0.64 KM) TO MILE POST 0.40 AND
 AA8437'MONROE COUNTY ROAD NO. 50 ON THE LEFT, TURN LEFT ON MONROE COUNTY ROAD
 AA8437'NO. 50 AND DRIVE WEST FOR 2.25 MI (3.62 KM) TO THE STATION ON THE
 AA8437'RIGHT. THE STATION IS LOCATED IN FRONT OF TWO CONNECTED WOOD POSTS IN
 AA8437'A FENCE LINE, 3.1 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 AA8437'ON RUSTY STEEL POSTS, 4.2 FT (1.3 M) SOUTHWEST OF THE EAST ONE OF TWO
 AA8437'CONNECTED WOOD POSTS IN THE FENCE LINE, 4.4 FT (1.3 M) EAST-SOUTHEAST
 AA8437'OF THE WEST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 40.9 FT
 AA8437'(12.5 M) NORTH OF THE CENTERLINE OF MONROE COUNTY ROAD NO. 50, 102.6
 AA8437'FT (31.3 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 1 2R 17,
 AA8437'135.8 FT (41.4 M) WEST-SOUTHWEST OF A POWER POLE WITH TWO GUY WIRES,
 AA8437'2.8 FT (0.9 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA8437'FLUSH WITH THE GROUND. STATION 50-17 1994 MAY BE USED AS AN AZIMUTH
 AA8437'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8438 ***********************************************************************
 AA8438  DESIGNATION -  50 17
 AA8438  PID         -  AA8438
 AA8438  STATE/COUNTY-  AL/MONROE
 AA8438  USGS QUAD   -  BEATRICE (1981)
 AA8438
 AA8438                         *CURRENT SURVEY CONTROL
 AA8438  ___________________________________________________________________
 AA8438* NAD 83(1992)-  31 43 34.29902(N)    087 14 28.27977(W)     ADJUSTED  
 AA8438* NAVD 88     -        67.6    (meters)     222.     (feet)  VERTCON   
 AA8438  ___________________________________________________________________
 AA8438  X           -     261,361.061 (meters)                     COMP
 AA8438  Y           -  -5,423,825.752 (meters)                     COMP
 AA8438  Z           -   3,334,666.611 (meters)                     COMP
 AA8438  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 AA8438  ELLIP HEIGHT-          39.82  (meters)          (07/29/02) GPS OBS
 AA8438  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AA8438
 AA8438  HORZ ORDER  -  FIRST
 AA8438  ELLP ORDER  -  FOURTH    CLASS I
 AA8438
 AA8438.The horizontal coordinates were established by GPS observations
 AA8438.and adjusted by the National Geodetic Survey in September 1995..
 AA8438
 AA8438.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8438.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8438
 AA8438.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8438
 AA8438.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8438
 AA8438.The ellipsoidal height was determined by GPS observations
 AA8438.and is referenced to NAD 83.
 AA8438
 AA8438.The geoid height was determined by GEOID03.
 AA8438
 AA8438;                    North         East     Units Scale Factor Converg.
 AA8438;SPC AL W     -   191,394.608   624,526.680   MT  0.99994075   +0 08 10.0
 AA8438;UTM  16      - 3,510,112.328   477,150.956   MT  0.99960644   -0 07 36.6
 AA8438
 AA8438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8438!SPC AL W     -   0.99999375  x   0.99994075  =   0.99993450
 AA8438!UTM  16      -   0.99999375  x   0.99960644  =   0.99960019
 AA8438
 AA8438|---------------------------------------------------------------------|
 AA8438| PID    Reference Object                     Distance      Geod. Az  |
 AA8438|                                                           dddmmss.s |
 AA8438| AA8437 50 16                               384.631 METERS 27052     |
 AA8438|---------------------------------------------------------------------|
 AA8438
 AA8438                          SUPERSEDED SURVEY CONTROL
 AA8438
 AA8438  ELLIP H (09/29/95)   39.87   (m)                       GP(       ) 3 2
 AA8438  NGVD 29 (09/29/95)   67.5    (m)          221.     (f) GPS OBS        
 AA8438
 AA8438.Superseded values are not recommended for survey control.
 AA8438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8438.See file dsdata.txt to determine how the superseded data were derived.
 AA8438
 AA8438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA7715110112(NAD 83)
 AA8438_MARKER: DD = SURVEY DISK
 AA8438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8438_STAMPING: 50-17 1994
 AA8438_MARK LOGO: ALHD  
 AA8438_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8438+STABILITY: SURFACE MOTION
 AA8438_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8438+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8438
 AA8438  HISTORY     - Date     Condition        Report By
 AA8438  HISTORY     - 1994     MONUMENTED       ALHD
 AA8438
 AA8438                          STATION DESCRIPTION
 AA8438
 AA8438'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8438'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8438'MONROE COUNTY ROAD NO. 50, ABOUT 1.65 MI (2.66 KM) WEST OF BEATRICE
 AA8438'AND ABOUT 9.90 MI (15.93 KM) NORTH OF PETERMAN. TO REACH THE STATION
 AA8438'FROM THE JUNCTION OF ALA 21, ALA 47, AND ALA 265 (MILE POST 60.35 ON
 AA8438'ALA 21 AND ALA 47 AND MILE POST 0.00 ON ALA 265) IN BEATRICE, DRIVE
 AA8438'EAST AND NORTH ON ALA 265 FOR 0.40 MI (0.64 KM) TO MILE POST 0.40 AND
 AA8438'MONROE COUNTY ROAD NO. 50 ON THE LEFT, TURN LEFT ON MONROE COUNTY ROAD
 AA8438'NO. 50 AND DRIVE WEST FOR 2.00 MI (3.22 KM) TO THE STATION ON THE
 AA8438'RIGHT. THE STATION IS 3.1 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED
 AA8438'WIRE FENCE ON RUSTY STEEL POSTS, 37.4 FT (11.4 M) NORTH OF THE
 AA8438'CENTERLINE OF MONROE COUNTY ROAD NO. 50, 97.9 FT (29.8 M) WEST OF THE
 AA8438'WEST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 124.7 FT (38.0
 AA8438'M) EAST OF THE EAST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE,
 AA8438'234.2 FT (71.4 M) EAST OF JUNCTION POWER POLE NO. 157 WITH A GUY POLE
 AA8438'ACROSS THE ROAD, 3.2 FT (1.0 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS
 AA8438'POST, AND SET FLUSH WITH THE GROUND. STATION 50-16 1994 MAY BE USED AS
 AA8438'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8439 ***********************************************************************
 AA8439  DESIGNATION -  50 18
 AA8439  PID         -  AA8439
 AA8439  STATE/COUNTY-  AL/MONROE
 AA8439  USGS QUAD   -  HYBART (1973)
 AA8439
 AA8439                         *CURRENT SURVEY CONTROL
 AA8439  ___________________________________________________________________
 AA8439* NAD 83(1992)-  31 49 17.88305(N)    087 22 56.38250(W)     ADJUSTED  
 AA8439* NAVD 88     -        23.1    (meters)      76.     (feet)  VERTCON   
 AA8439  ___________________________________________________________________
 AA8439  X           -     247,743.259 (meters)                     COMP
 AA8439  Y           -  -5,418,848.561 (meters)                     COMP
 AA8439  Z           -   3,343,639.825 (meters)                     COMP
 AA8439  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AA8439  ELLIP HEIGHT-          -4.76  (meters)          (07/29/02) GPS OBS
 AA8439  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AA8439
 AA8439  HORZ ORDER  -  FIRST
 AA8439  ELLP ORDER  -  FOURTH    CLASS I
 AA8439
 AA8439.The horizontal coordinates were established by GPS observations
 AA8439.and adjusted by the National Geodetic Survey in September 1995..
 AA8439
 AA8439.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8439.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8439
 AA8439.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8439
 AA8439.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8439
 AA8439.The ellipsoidal height was determined by GPS observations
 AA8439.and is referenced to NAD 83.
 AA8439
 AA8439.The geoid height was determined by GEOID03.
 AA8439
 AA8439;                    North         East     Units Scale Factor Converg.
 AA8439;SPC AL W     -   201,953.465   611,139.885   MT  0.99993486   +0 03 43.4
 AA8439;UTM  16      - 3,520,729.120   463,817.177   MT  0.99961615   -0 12 05.7
 AA8439
 AA8439!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8439!SPC AL W     -   1.00000075  x   0.99993486  =   0.99993561
 AA8439!UTM  16      -   1.00000075  x   0.99961615  =   0.99961690
 AA8439
 AA8439:                Primary Azimuth Mark                     Grid Az
 AA8439:SPC AL W     -  50 19                                    358 45 21.6
 AA8439:UTM  16      -  50 19                                    359 01 10.7
 AA8439
 AA8439|---------------------------------------------------------------------|
 AA8439| PID    Reference Object                     Distance      Geod. Az  |
 AA8439|                                                           dddmmss.s |
 AA8439| AA8440 50 19                               APPROX. 0.5 KM 3584905.0 |
 AA8439|---------------------------------------------------------------------|
 AA8439
 AA8439                          SUPERSEDED SURVEY CONTROL
 AA8439
 AA8439  ELLIP H (09/29/95)   -4.71   (m)                       GP(       ) 3 2
 AA8439  NGVD 29 (09/29/95)   23.1    (m)           76.     (f) GPS OBS        
 AA8439
 AA8439.Superseded values are not recommended for survey control.
 AA8439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8439.See file dsdata.txt to determine how the superseded data were derived.
 AA8439
 AA8439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA6381720729(NAD 83)
 AA8439_MARKER: DD = SURVEY DISK
 AA8439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8439_STAMPING: 50-18 1994
 AA8439_MARK LOGO: ALHD  
 AA8439_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8439+STABILITY: SURFACE MOTION
 AA8439_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8439+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8439
 AA8439  HISTORY     - Date     Condition        Report By
 AA8439  HISTORY     - 1994     MONUMENTED       ALHD
 AA8439
 AA8439                          STATION DESCRIPTION
 AA8439
 AA8439'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8439'THE STATION IS LOCATED IN MONROE COUNTY ON THE EAST RIGHT OF WAY OF
 AA8439'ALA 41, ABOUT 3.85 MI (6.20 KM) WEST OF VREDENBURGH AND ABOUT 11.85 MI
 AA8439'(19.07 KM) NORTHWEST OF BEATRICE. TO REACH THE STATION FROM THE
 AA8439'JUNCTION OF ALA 41 NORTH AND ALA 47 NORTH (MILE POST 47.50 ON ALA 41
 AA8439'AND MILE POST 5.60 ON ALA 47) IN MONROEVILLE, DRIVE NORTHWEST AND
 AA8439'NORTH ON ALA 41 FOR 26.15 MI (42.08 KM) TO MILE POST 73.65 AND THE
 AA8439'STATION ON THE RIGHT. THE STATION IS 48.0 FT (14.6 M) EAST OF THE
 AA8439'CENTERLINE OF ALA 41, 105.8 FT (32.2 M) NORTH OF A POWER POLE WITH TWO
 AA8439'GUY WIRES, 110.4 FT (33.6 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 2
 AA8439'7L 19 ELP5, 182.9 FT (55.7 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 2
 AA8439'7L 16, 272.9 FT (83.2 M) SOUTH OF AN ANGLE POWER POLE WITH THREE GUY
 AA8439'WIRES, 2.2 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8439'WITH THE GROUND. STATION 50-19 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8439'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8440 ***********************************************************************
 AA8440  DESIGNATION -  50 19
 AA8440  PID         -  AA8440
 AA8440  STATE/COUNTY-  AL/MONROE
 AA8440  USGS QUAD   -  HYBART (1973)
 AA8440
 AA8440                         *CURRENT SURVEY CONTROL
 AA8440  ___________________________________________________________________
 AA8440* NAD 83(1992)-  31 49 34.65071(N)    087 22 56.78769(W)     ADJUSTED  
 AA8440* NAVD 88     -        22.0    (meters)      72.     (feet)  VERTCON   
 AA8440  ___________________________________________________________________
 AA8440  X           -     247,720.135 (meters)                     COMP
 AA8440  Y           -  -5,418,576.080 (meters)                     COMP
 AA8440  Z           -   3,344,078.078 (meters)                     COMP
 AA8440  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AA8440  ELLIP HEIGHT-          -5.84  (meters)          (07/29/02) GPS OBS
 AA8440  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AA8440
 AA8440  HORZ ORDER  -  FIRST
 AA8440  ELLP ORDER  -  FOURTH    CLASS I
 AA8440
 AA8440.The horizontal coordinates were established by GPS observations
 AA8440.and adjusted by the National Geodetic Survey in September 1995..
 AA8440
 AA8440.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8440
 AA8440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8440
 AA8440.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8440
 AA8440.The ellipsoidal height was determined by GPS observations
 AA8440.and is referenced to NAD 83.
 AA8440
 AA8440.The geoid height was determined by GEOID03.
 AA8440
 AA8440;                    North         East     Units Scale Factor Converg.
 AA8440;SPC AL W     -   202,469.881   611,128.670   MT  0.99993486   +0 03 43.2
 AA8440;UTM  16      - 3,521,245.418   463,808.342   MT  0.99961615   -0 12 06.1
 AA8440
 AA8440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8440!SPC AL W     -   1.00000092  x   0.99993486  =   0.99993578
 AA8440!UTM  16      -   1.00000092  x   0.99961615  =   0.99961707
 AA8440
 AA8440:                Primary Azimuth Mark                     Grid Az
 AA8440:SPC AL W     -  50 18                                    178 45 21.6
 AA8440:UTM  16      -  50 18                                    179 01 10.9
 AA8440
 AA8440|---------------------------------------------------------------------|
 AA8440| PID    Reference Object                     Distance      Geod. Az  |
 AA8440|                                                           dddmmss.s |
 AA8440| AA8439 50 18                               APPROX. 0.5 KM 1784904.8 |
 AA8440|---------------------------------------------------------------------|
 AA8440
 AA8440                          SUPERSEDED SURVEY CONTROL
 AA8440
 AA8440  ELLIP H (09/29/95)   -5.79   (m)                       GP(       ) 3 2
 AA8440  NGVD 29 (09/29/95)   22.0    (m)           72.     (f) GPS OBS        
 AA8440
 AA8440.Superseded values are not recommended for survey control.
 AA8440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8440.See file dsdata.txt to determine how the superseded data were derived.
 AA8440
 AA8440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA6380821245(NAD 83)
 AA8440_MARKER: DD = SURVEY DISK
 AA8440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8440_STAMPING: 50-19 1994
 AA8440_MARK LOGO: ALHD  
 AA8440_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8440+STABILITY: SURFACE MOTION
 AA8440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8440+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8440
 AA8440  HISTORY     - Date     Condition        Report By
 AA8440  HISTORY     - 1994     MONUMENTED       ALHD
 AA8440
 AA8440                          STATION DESCRIPTION
 AA8440
 AA8440'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8440'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8440'ALA 41, ABOUT 3.85 MI (6.20 KM) WEST OF VREDENBURGH AND ABOUT 12.10 MI
 AA8440'(19.47 KM) NORTHWEST OF BEATRICE. TO REACH THE STATION FROM THE
 AA8440'JUNCTION OF ALA 41 NORTH AND ALA 47 NORTH (MILE POST 47.50 ON ALA 41
 AA8440'AND MILE POST 5.60 ON ALA 47) IN MONROEVILLE, DRIVE NORTHWEST AND
 AA8440'NORTH ON ALA 41 FOR 26.50 MI (42.65 KM) TO MILE POST 74.00 AND THE
 AA8440'STATION ON THE LEFT. THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT
 AA8440'OF THE INTERSECTION OF ALA 41, A GRAVEL ROAD, AND MONROE COUNTY ROAD
 AA8440'NO. 56, 47.5 FT (14.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF A PAVED
 AA8440'COUNTY ROAD, 97.5 FT (29.7 M) WEST OF THE CENTERLINE OF ALA 41, 99.2
 AA8440'FT (30.2 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 2 7L 14, 105.6 FT
 AA8440'(32.2 M) NORTH OF AN ANGLE POWER POLE WITH TWO GUY WIRES, 2.1 FT (0.6
 AA8440'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8440'STATION 50-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2115 ***********************************************************************
 BU2115  DESIGNATION -  50 2
 BU2115  PID         -  BU2115
 BU2115  STATE/COUNTY-  AL/MONROE
 BU2115  USGS QUAD   -  URIAH WEST (1981)
 BU2115
 BU2115                         *CURRENT SURVEY CONTROL
 BU2115  ___________________________________________________________________
 BU2115* NAD 83(1992)-  31 20 50.78270(N)    087 31 36.11010(W)     ADJUSTED  
 BU2115* NAVD 88     -       108.4    (meters)     356.     (feet)  VERTCON   
 BU2115  ___________________________________________________________________
 BU2115  X           -     235,280.073 (meters)                     COMP
 BU2115  Y           -  -5,447,040.750 (meters)                     COMP
 BU2115  Z           -   3,298,894.307 (meters)                     COMP
 BU2115  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 BU2115  ELLIP HEIGHT-          80.33  (meters)          (07/29/02) GPS OBS
 BU2115  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 BU2115
 BU2115  HORZ ORDER  -  FIRST
 BU2115  ELLP ORDER  -  FOURTH    CLASS I
 BU2115
 BU2115.The horizontal coordinates were established by GPS observations
 BU2115.and adjusted by the National Geodetic Survey in December 1992..
 BU2115
 BU2115.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2115
 BU2115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2115
 BU2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2115
 BU2115.The ellipsoidal height was determined by GPS observations
 BU2115.and is referenced to NAD 83.
 BU2115
 BU2115.The geoid height was determined by GEOID03.
 BU2115
 BU2115;                    North         East     Units Scale Factor Converg.
 BU2115;SPC AL W     -   149,372.761   597,459.759   MT  0.99993341   -0 00 50.0
 BU2115;UTM  16      - 3,468,227.806   449,901.190   MT  0.99963096   -0 16 26.4
 BU2115
 BU2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2115!SPC AL W     -   0.99998739  x   0.99993341  =   0.99992080
 BU2115!UTM  16      -   0.99998739  x   0.99963096  =   0.99961835
 BU2115
 BU2115                          SUPERSEDED SURVEY CONTROL
 BU2115
 BU2115  ELLIP H (12/04/92)   80.41   (m)                       GP(       ) 4 1
 BU2115  NAD 83(1986)-  31 20 50.79411(N)    087 31 36.11156(W) AD(       ) 1
 BU2115  NGVD 29 (12/04/92)  108.4    (m)          356.     (f) GPS OBS        
 BU2115
 BU2115.Superseded values are not recommended for survey control.
 BU2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2115.See file dsdata.txt to determine how the superseded data were derived.
 BU2115
 BU2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4990168228(NAD 83)
 BU2115_MARKER: DD = SURVEY DISK
 BU2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2115_SP_SET: CONCRETE POST
 BU2115_STAMPING: 50-2 1990
 BU2115_MARK LOGO: ALHD  
 BU2115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2115+STABILITY: SURFACE MOTION
 BU2115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2115+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 BU2115
 BU2115  HISTORY     - Date     Condition        Report By
 BU2115  HISTORY     - 1990     MONUMENTED       ALHD
 BU2115  HISTORY     - 19910312 GOOD
 BU2115
 BU2115                          STATION DESCRIPTION
 BU2115
 BU2115'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2115'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTH RIGHT OF WAY OF A
 BU2115'MONROE COUNTY GRAVEL ROAD, ABOUT 5.15 KM (3.20 MI) NORTH - NORTHWEST
 BU2115'OF URIAH AND ABOUT 15.13 KM (9.40 MI) SOUTHWEST OF FRISCO CITY.
 BU2115'TO REACH THE STATION FROM THE JUNCTION OF ALA 21, ALA 59, AND MONROE
 BU2115'COUNTY ROAD NO. 3 IN URIAH, DRIVE NORTH ON MONROE COUNTY ROAD NO. 3
 BU2115'2.74 KM (1.70 MI) TO MONROE COUNTY ROAD NO. 8 LEFT AND RIGHT, TURN
 BU2115'LEFT ON MONROE COUNTY ROAD NO. 8 AND DRIVE WEST 1.13 KM (0.70 MI) TO
 BU2115'A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD
 BU2115'AND DRIVE NORTHWEST 1.85 KM (1.15 MI) TO GRAVEL ROAD LEFT AND RIGHT,
 BU2115'TURN LEFT ON THE GRAVEL ROAD AND DRIVE WEST 0.24 KM (0.15 MI) TO A
 BU2115'GRAVEL ROAD ON THE RIGHT AND THE STATION ON THE LEFT IN THE
 BU2115'INTERSECTION.
 BU2115'THE STATION IS 0.82 M (2.69 FT) NORTH OF A TWO STRAND ELECTRIC BARBED
 BU2115'WIRE FENCE, 4.88 M (16.01 FT) SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 BU2115'14.02 M (46.00 FT) SOUTHEAST OF THE CENTER OF THE INTERSECTION, 24.17
 BU2115'M (79.30 FT) EAST - SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 1 3L 25
 BU2115'LC5, 0.76 M (2.49 FT) NORTH OF A CARSONITE WITNESS POST, AND SET
 BU2115'FLUSH WITH THE GROUND.
 BU2115'STATION 50-1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2115
 BU2115                          STATION RECOVERY (1991)
 BU2115
 BU2115'RECOVERED 1991
 BU2115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8441 ***********************************************************************
 AA8441  DESIGNATION -  50 20
 AA8441  PID         -  AA8441
 AA8441  STATE/COUNTY-  AL/MONROE
 AA8441  USGS QUAD   -  MONROEVILLE (1986)
 AA8441
 AA8441                         *CURRENT SURVEY CONTROL
 AA8441  ___________________________________________________________________
 AA8441* NAD 83(1992)-  31 33 32.98915(N)    087 15 07.72227(W)     ADJUSTED  
 AA8441* NAVD 88     -        80.5    (meters)     264.     (feet)  VERTCON   
 AA8441  ___________________________________________________________________
 AA8441  X           -     260,790.229 (meters)                     COMP
 AA8441  Y           -  -5,433,591.677 (meters)                     COMP
 AA8441  Z           -   3,318,906.134 (meters)                     COMP
 AA8441  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 AA8441  ELLIP HEIGHT-          52.70  (meters)          (07/29/02) GPS OBS
 AA8441  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AA8441
 AA8441  HORZ ORDER  -  FIRST
 AA8441  ELLP ORDER  -  FOURTH    CLASS I
 AA8441
 AA8441.The horizontal coordinates were established by GPS observations
 AA8441.and adjusted by the National Geodetic Survey in September 1995..
 AA8441
 AA8441.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8441.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8441
 AA8441.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8441
 AA8441.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8441
 AA8441.The ellipsoidal height was determined by GPS observations
 AA8441.and is referenced to NAD 83.
 AA8441
 AA8441.The geoid height was determined by GEOID03.
 AA8441
 AA8441;                    North         East     Units Scale Factor Converg.
 AA8441;SPC AL W     -   172,872.910   623,530.418   MT  0.99994016   +0 07 47.0
 AA8441;UTM  16      - 3,491,601.564   476,070.270   MT  0.99960706   -0 07 55.1
 AA8441
 AA8441!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8441!SPC AL W     -   0.99999172  x   0.99994016  =   0.99993189
 AA8441!UTM  16      -   0.99999172  x   0.99960706  =   0.99959879
 AA8441
 AA8441:                Primary Azimuth Mark                     Grid Az
 AA8441:SPC AL W     -  50 21                                    040 14 01.3
 AA8441:UTM  16      -  50 21                                    040 29 43.4
 AA8441
 AA8441|---------------------------------------------------------------------|
 AA8441| PID    Reference Object                     Distance      Geod. Az  |
 AA8441|                                                           dddmmss.s |
 AA8441| AA8442 50 21                               472.885 METERS 0402148.3 |
 AA8441|---------------------------------------------------------------------|
 AA8441
 AA8441                          SUPERSEDED SURVEY CONTROL
 AA8441
 AA8441  ELLIP H (09/29/95)   52.77   (m)                       GP(       ) 3 2
 AA8441  NGVD 29 (09/29/95)   80.5    (m)          264.     (f) GPS OBS        
 AA8441
 AA8441.Superseded values are not recommended for survey control.
 AA8441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8441.See file dsdata.txt to determine how the superseded data were derived.
 AA8441
 AA8441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7607091602(NAD 83)
 AA8441_MARKER: DD = SURVEY DISK
 AA8441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8441_STAMPING: 50-20 1994
 AA8441_MARK LOGO: ALHD  
 AA8441_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8441+STABILITY: SURFACE MOTION
 AA8441_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8441+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8441
 AA8441  HISTORY     - Date     Condition        Report By
 AA8441  HISTORY     - 1994     MONUMENTED       ALHD
 AA8441
 AA8441                          STATION DESCRIPTION
 AA8441
 AA8441'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8441'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF A
 AA8441'PAVED COUNTY ROAD, ABOUT 1.90 MI (3.06 KM) SOUTH-SOUTHEAST OF PETERMAN
 AA8441'AND ABOUT 4.85 MI (7.81 KM) NORTHEAST OF MONROEVILLE. TO REACH THE
 AA8441'STATION FROM THE JUNCTION OF ALA 21 NORTH AND ALA 47 NORTH (MILE POST
 AA8441'43.85 AHEAD = 43.30 BACK ON ALA 21 AND MILE POST 6.35 ON ALA 47) NEAR
 AA8441'MONROEVILLE, DRIVE NORTHEAST ON ALA 21 AND ALA 47 FOR 4.10 MI (6.60
 AA8441'KM) TO MILE POST 47.95 AND MONROE COUNTY ROAD NO. 30 ON THE RIGHT,
 AA8441'TURN RIGHT ON MONROE COUNTY ROAD NO. 30 AND DRIVE NORTHEAST FOR 0.90
 AA8441'MI (1.45 KM) TO A CROSS ROAD WITH MONROE COUNTY ROAD NO. 30 AHEAD AND
 AA8441'ON THE RIGHT IN PETERMAN, TURN RIGHT ON MONROE COUNTY ROAD NO. 30 AND
 AA8441'DRIVE EAST AND SOUTHEAST FOR 1.05 MI (1.69 KM) TO A Y-INTERSECTION
 AA8441'WITH MONROE COUNTY ROAD NO. 30 LEFT AND A PAVED COUNTY ROAD RIGHT,
 AA8441'BEAR RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 1.25 MI (2.01
 AA8441'KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.1 FT (0.6 M) EAST OF
 AA8441'A NINE STRAND BARBED WIRE FENCE ON WOOD AND STEEL POSTS, 26.7 FT (8.1
 AA8441'M) WEST OF THE CENTER OF THE PAVED COUNTY ROAD, 49.3 FT (15.0 M) WEST
 AA8441'OF THE NORTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 60.2
 AA8441'FT (18.3 M) NORTH OF THE NORTH POST OF A RUSTY PIPE GATE, 67.0 FT
 AA8441'(20.4 M) NORTH OF THE CENTER OF A GRAVEL FIELD ROAD, 108.6 FT (33.1 M)
 AA8441'NORTHWEST OF THE NORTH POST OF A CATTLE GAP IN THE FENCE LINE ACROSS
 AA8441'THE ROAD, 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS PST, AND SET
 AA8441'FLUSH WITH THE GROUND. STATION 50-21 1994 MAY BE USED AS AN AZIMUTH
 AA8441'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8442 ***********************************************************************
 AA8442  DESIGNATION -  50 21
 AA8442  PID         -  AA8442
 AA8442  STATE/COUNTY-  AL/MONROE
 AA8442  USGS QUAD   -  BURNT CORN (1971)
 AA8442
 AA8442                         *CURRENT SURVEY CONTROL
 AA8442  ___________________________________________________________________
 AA8442* NAD 83(1992)-  31 33 44.68766(N)    087 14 56.10933(W)     ADJUSTED  
 AA8442* NAVD 88     -        93.6    (meters)     307.     (feet)  VERTCON   
 AA8442  ___________________________________________________________________
 AA8442  X           -     261,087.631 (meters)                     COMP
 AA8442  Y           -  -5,433,399.779 (meters)                     COMP
 AA8442  Z           -   3,319,220.020 (meters)                     COMP
 AA8442  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AA8442  ELLIP HEIGHT-          65.82  (meters)          (07/29/02) GPS OBS
 AA8442  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AA8442
 AA8442  HORZ ORDER  -  FIRST
 AA8442  ELLP ORDER  -  FOURTH    CLASS I
 AA8442
 AA8442.The horizontal coordinates were established by GPS observations
 AA8442.and adjusted by the National Geodetic Survey in September 1995..
 AA8442
 AA8442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8442
 AA8442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8442
 AA8442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8442
 AA8442.The ellipsoidal height was determined by GPS observations
 AA8442.and is referenced to NAD 83.
 AA8442
 AA8442.The geoid height was determined by GEOID03.
 AA8442
 AA8442;                    North         East     Units Scale Factor Converg.
 AA8442;SPC AL W     -   173,233.897   623,835.840   MT  0.99994034   +0 07 53.1
 AA8442;UTM  16      - 3,491,961.032   476,377.234   MT  0.99960688   -0 07 49.1
 AA8442
 AA8442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8442!SPC AL W     -   0.99998966  x   0.99994034  =   0.99993001
 AA8442!UTM  16      -   0.99998966  x   0.99960688  =   0.99959655
 AA8442
 AA8442:                Primary Azimuth Mark                     Grid Az
 AA8442:SPC AL W     -  50 20                                    220 14 01.3
 AA8442:UTM  16      -  50 20                                    220 29 43.5
 AA8442
 AA8442|---------------------------------------------------------------------|
 AA8442| PID    Reference Object                     Distance      Geod. Az  |
 AA8442|                                                           dddmmss.s |
 AA8442| AA8441 50 20                               472.885 METERS 2202154.4 |
 AA8442|---------------------------------------------------------------------|
 AA8442
 AA8442                          SUPERSEDED SURVEY CONTROL
 AA8442
 AA8442  ELLIP H (09/29/95)   65.89   (m)                       GP(       ) 3 2
 AA8442  NGVD 29 (09/29/95)   93.6    (m)          307.     (f) GPS OBS        
 AA8442
 AA8442.Superseded values are not recommended for survey control.
 AA8442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8442.See file dsdata.txt to determine how the superseded data were derived.
 AA8442
 AA8442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7637791961(NAD 83)
 AA8442_MARKER: DD = SURVEY DISK
 AA8442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8442_STAMPING: 50-21 1994
 AA8442_MARK LOGO: ALHD  
 AA8442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8442+STABILITY: SURFACE MOTION
 AA8442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8442+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8442
 AA8442  HISTORY     - Date     Condition        Report By
 AA8442  HISTORY     - 1994     MONUMENTED       ALHD
 AA8442
 AA8442                          STATION DESCRIPTION
 AA8442
 AA8442'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8442'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8442'OF A PAVED COUNTY ROAD, ABOUT 1.75 MI (2.82 KM) SOUTH-SOUTHEAST OF
 AA8442'PETERMAN AND ABOUT 5.10 MI (8.21 KM) NORTHEAST OF MONROEVILLE. TO
 AA8442'REACH THE STATION FROM THE JUNCTION OF ALA 21 NORTH AND ALA 47 NORTH
 AA8442'(MILE POST 43.85 AHEAD = 43.30 BACK ON ALA 21 AND MILE POST 6.35 ON
 AA8442'ALA 47) NEAR MONROEVILLE, DRIVE NORTHEAST ON ALA 21 AND ALA 47 FOR
 AA8442'4.10 MI (6.60 KM) TO MILE POST 47.95 AND MONROE COUNTY ROAD NO. 30 ON
 AA8442'THE RIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 30 AND DRIVE NORTHEAST
 AA8442'FOR 0.90 MI (1.45 KM) TO A CROSS ROAD WITH MONROE COUNTY ROAD NO. 30
 AA8442'AHEAD AND ON THE RIGHT IN PETERMAN, TURN RIGHT ON MONROE COUNTY ROAD
 AA8442'NO. 30 AND DRIVE EAST AND SOUTHEAST FOR 1.05 MI (1.69 KM) TO A
 AA8442'Y-INTERSECTION WITH MONROE COUNTY ROAD NO. 30 LEFT AND A PAVED COUNTY
 AA8442'ROAD RIGHT, BEAR RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR
 AA8442'0.95 MI (1.53 KM) TO THE STATION ON THE LEFT. THE STATION IS 1.5 FT
 AA8442'(0.5 M) NORTHWEST OF A SEVEN STRAND BARBED WIRE FENCE ON WOOD POSTS,
 AA8442'24.8 FT (7.6 M) SOUTHEAST OF THE CENTER OF THE PAVED COUNTY ROAD, 28.6
 AA8442'FT (8.7 M) SOUTHWEST OF THE SOUTHWEST ONE OF TWO CONNECTED WOOD POSTS
 AA8442'IN THE FENCE LINE, 1.2 FT (0.4 M) NORTHWEST OF A CARSONITE WITNESS
 AA8442'POST, AND SET FLUSH WITH THE GROUND. STATION 50-20 1994 MAY BE USED AS
 AA8442'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8443 ***********************************************************************
 AA8443  DESIGNATION -  50 22
 AA8443  PID         -  AA8443
 AA8443  STATE/COUNTY-  AL/MONROE
 AA8443  USGS QUAD   -  EXCEL (1983)
 AA8443
 AA8443                         *CURRENT SURVEY CONTROL
 AA8443  ___________________________________________________________________
 AA8443* NAD 83(1992)-  31 29 04.57872(N)    087 15 21.69070(W)     ADJUSTED  
 AA8443* NAVD 88     -       103.6    (meters)     340.     (feet)  VERTCON   
 AA8443  ___________________________________________________________________
 AA8443  X           -     260,630.118 (meters)                     COMP
 AA8443  Y           -  -5,437,946.180 (meters)                     COMP
 AA8443  Z           -   3,311,871.045 (meters)                     COMP
 AA8443  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 AA8443  ELLIP HEIGHT-          75.74  (meters)          (07/29/02) GPS OBS
 AA8443  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AA8443
 AA8443  HORZ ORDER  -  FIRST
 AA8443  ELLP ORDER  -  FOURTH    CLASS I
 AA8443
 AA8443.The horizontal coordinates were established by GPS observations
 AA8443.and adjusted by the National Geodetic Survey in September 1995..
 AA8443
 AA8443.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8443.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8443
 AA8443.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8443
 AA8443.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8443
 AA8443.The ellipsoidal height was determined by GPS observations
 AA8443.and is referenced to NAD 83.
 AA8443
 AA8443.The geoid height was determined by GEOID03.
 AA8443
 AA8443;                    North         East     Units Scale Factor Converg.
 AA8443;SPC AL W     -   164,605.672   623,180.456   MT  0.99993996   +0 07 38.7
 AA8443;UTM  16      - 3,483,338.760   475,682.721   MT  0.99960729   -0 08 01.4
 AA8443
 AA8443!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8443!SPC AL W     -   0.99998811  x   0.99993996  =   0.99992807
 AA8443!UTM  16      -   0.99998811  x   0.99960729  =   0.99959540
 AA8443
 AA8443:                Primary Azimuth Mark                     Grid Az
 AA8443:SPC AL W     -  50 23                                    106 10 53.6
 AA8443:UTM  16      -  50 23                                    106 26 33.7
 AA8443
 AA8443|---------------------------------------------------------------------|
 AA8443| PID    Reference Object                     Distance      Geod. Az  |
 AA8443|                                                           dddmmss.s |
 AA8443| AA8444 50 23                               441.742 METERS 1061832.3 |
 AA8443|---------------------------------------------------------------------|
 AA8443
 AA8443                          SUPERSEDED SURVEY CONTROL
 AA8443
 AA8443  ELLIP H (09/29/95)   75.81   (m)                       GP(       ) 3 2
 AA8443  NGVD 29 (09/29/95)  103.5    (m)          340.     (f) GPS OBS        
 AA8443
 AA8443.Superseded values are not recommended for survey control.
 AA8443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8443.See file dsdata.txt to determine how the superseded data were derived.
 AA8443
 AA8443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7568383339(NAD 83)
 AA8443_MARKER: DD = SURVEY DISK
 AA8443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8443_STAMPING: 50-22 1994
 AA8443_MARK LOGO: ALHD  
 AA8443_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8443+STABILITY: SURFACE MOTION
 AA8443_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8443+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8443
 AA8443  HISTORY     - Date     Condition        Report By
 AA8443  HISTORY     - 1994     MONUMENTED       ALHD
 AA8443
 AA8443                          STATION DESCRIPTION
 AA8443
 AA8443'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8443'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8443'MONROE COUNTY ROAD NO. 20, ABOUT 5.05 MI (8.13 KM) SOUTHEAST OF
 AA8443'MONROEVILLE AND ABOUT 6.40 MI (10.30 KM) NORTHEAST OF EXCEL. TO REACH
 AA8443'THE STATION FROM THE JUNCTION OF ALA 21 BYPASS AND ALA 41 SOUTH (MILE
 AA8443'POST 41.00 ON ALA 21 AND MILE POST 45.65 ON ALA 41) AT A TRAFFIC LIGHT
 AA8443'IN MONROEVILLE, DRIVE NORTH ON THE ALA 21 BYPASS FOR 1.00 MI (1.61 KM)
 AA8443'TO MILE POST 42.00 AND MONROE COUNTY ROAD NO. 20 (DREWRY ROAD) LEFT
 AA8443'AND RIGHT AT A TRAFFIC LIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 20
 AA8443'AND DRIVE SOUTHEAST AND EAST FOR 5.00 MI (8.05 KM) TO THE STATION ON
 AA8443'THE RIGHT. THE STATION IS 3.1 FT (0.9 M) NORTH OF A FIVE STRAND BARBED
 AA8443'WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 25.2 FT (7.7 M) WEST OF A
 AA8443'SINGLE WOOD POST IN THE FENCE LINE, 35.8 FT (10.9 M) SOUTH OF THE
 AA8443'CENTERLINE OF MONROE COUNTY ROAD NO. 20, 55.6 FT (16.9 M) WEST OF THE
 AA8443'WEST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 104.3 FT (31.8
 AA8443'M) EAST OF TELEPHONE CABLE PEDESTAL NO. 1 3L 59R 1R, 107.5 FT (32.8 M)
 AA8443'EAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE, 111.7 FT (34.0 M)
 AA8443'EAST OF THE JUNCTION OF THE BARBED WIRE FENCE AND A WHITE BOARD FENCE,
 AA8443'120.5 FT (36.7 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 3.1 FT (0.9
 AA8443'M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8443'GROUND. STATION 50-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8444 ***********************************************************************
 AA8444  DESIGNATION -  50 23
 AA8444  PID         -  AA8444
 AA8444  STATE/COUNTY-  AL/MONROE
 AA8444  USGS QUAD   -  EXCEL (1983)
 AA8444
 AA8444                         *CURRENT SURVEY CONTROL
 AA8444  ___________________________________________________________________
 AA8444* NAD 83(1992)-  31 29 00.55081(N)    087 15 05.62781(W)     ADJUSTED  
 AA8444* NAVD 88     -        83.4    (meters)     274.     (feet)  VERTCON   
 AA8444  ___________________________________________________________________
 AA8444  X           -     261,055.880 (meters)                     COMP
 AA8444  Y           -  -5,437,973.411 (meters)                     COMP
 AA8444  Z           -   3,311,754.721 (meters)                     COMP
 AA8444  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AA8444  ELLIP HEIGHT-          55.58  (meters)          (07/29/02) GPS OBS
 AA8444  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AA8444
 AA8444  HORZ ORDER  -  FIRST
 AA8444  ELLP ORDER  -  FOURTH    CLASS I
 AA8444
 AA8444.The horizontal coordinates were established by GPS observations
 AA8444.and adjusted by the National Geodetic Survey in September 1995..
 AA8444
 AA8444.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8444.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8444
 AA8444.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8444
 AA8444.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8444
 AA8444.The ellipsoidal height was determined by GPS observations
 AA8444.and is referenced to NAD 83.
 AA8444
 AA8444.The geoid height was determined by GEOID03.
 AA8444
 AA8444;                    North         East     Units Scale Factor Converg.
 AA8444;SPC AL W     -   164,482.574   623,604.673   MT  0.99994020   +0 07 47.1
 AA8444;UTM  16      - 3,483,213.772   476,106.231   MT  0.99960704   -0 07 53.0
 AA8444
 AA8444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8444!SPC AL W     -   0.99999127  x   0.99994020  =   0.99993147
 AA8444!UTM  16      -   0.99999127  x   0.99960704  =   0.99959832
 AA8444
 AA8444:                Primary Azimuth Mark                     Grid Az
 AA8444:SPC AL W     -  50 22                                    286 10 53.6
 AA8444:UTM  16      -  50 22                                    286 26 33.7
 AA8444
 AA8444|---------------------------------------------------------------------|
 AA8444| PID    Reference Object                     Distance      Geod. Az  |
 AA8444|                                                           dddmmss.s |
 AA8444| AA8443 50 22                               441.742 METERS 2861840.7 |
 AA8444|---------------------------------------------------------------------|
 AA8444
 AA8444                          SUPERSEDED SURVEY CONTROL
 AA8444
 AA8444  ELLIP H (09/29/95)   55.65   (m)                       GP(       ) 3 2
 AA8444  NGVD 29 (09/29/95)   83.4    (m)          274.     (f) GPS OBS        
 AA8444
 AA8444.Superseded values are not recommended for survey control.
 AA8444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8444.See file dsdata.txt to determine how the superseded data were derived.
 AA8444
 AA8444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7610683214(NAD 83)
 AA8444_MARKER: DD = SURVEY DISK
 AA8444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8444_STAMPING: 50-23 1994
 AA8444_MARK LOGO: ALHD  
 AA8444_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8444+STABILITY: SURFACE MOTION
 AA8444_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8444+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8444
 AA8444  HISTORY     - Date     Condition        Report By
 AA8444  HISTORY     - 1994     MONUMENTED       ALHD
 AA8444
 AA8444                          STATION DESCRIPTION
 AA8444
 AA8444'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8444'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8444'MONROE COUNTY ROAD NO. 20, ABOUT 5.35 MI (8.61 KM) SOUTHEAST OF
 AA8444'MONROEVILLE AND ABOUT 6.60 MI (10.62 KM) NORTHEAST OF EXCEL. TO REACH
 AA8444'THE STATION FROM THE JUNCTION OF ALA 21 BYPASS AND ALA 41 SOUTH (MILE
 AA8444'POST 41.00 ON ALA 21 AND MILE POST 45.65 ON ALA 41) AT A TRAFFIC LIGHT
 AA8444'IN MONROEVILLE, DRIVE NORTH ON THE ALA 21 BYPASS FOR 1.00 MI (1.61 KM)
 AA8444'TO MILE POST 42.00 AND MONROE COUNTY ROAD NO. 20 (DREWRY ROAD) LEFT
 AA8444'AND RIGHT AT A TRAFFIC LIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 20
 AA8444'AND DRIVE SOUTHEAST AND EAST FOR 5.30 MI (8.53 KM) TO THE STATION ON
 AA8444'THE LEFT. THE STATION IS 34.4 FT (10.5 M) NORTH OF THE CENTERLINE OF
 AA8444'MONROE COUNTY ROAD NO. 20, 59.7 FT (18.2 M) WEST OF A POWER LINE GUY
 AA8444'POLE, 92.5 FT (28.2 M) NORTHWEST OF AN ANGLE POWER POLE WITH A ONE GUY
 AA8444'WIRE AND A GUY POLE ACROSS THE ROAD, 3.3 FT (1.0 M) SOUTH-SOUTHWEST OF
 AA8444'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 50-22
 AA8444'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8445 ***********************************************************************
 AA8445  DESIGNATION -  50 24
 AA8445  PID         -  AA8445
 AA8445  STATE/COUNTY-  AL/MONROE
 AA8445  USGS QUAD   -  FRANKLIN (1981)
 AA8445
 AA8445                         *CURRENT SURVEY CONTROL
 AA8445  ___________________________________________________________________
 AA8445* NAD 83(1992)-  31 42 34.31465(N)    087 24 43.79040(W)     ADJUSTED  
 AA8445* NAVD 88     -       106.2    (meters)     348.     (feet)  VERTCON   
 AA8445  ___________________________________________________________________
 AA8445  X           -     245,220.130 (meters)                     COMP
 AA8445  Y           -  -5,425,584.619 (meters)                     COMP
 AA8445  Z           -   3,333,115.245 (meters)                     COMP
 AA8445  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 AA8445  ELLIP HEIGHT-          78.36  (meters)          (07/29/02) GPS OBS
 AA8445  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AA8445
 AA8445  HORZ ORDER  -  FIRST
 AA8445  ELLP ORDER  -  FOURTH    CLASS I
 AA8445
 AA8445.The horizontal coordinates were established by GPS observations
 AA8445.and adjusted by the National Geodetic Survey in September 1995..
 AA8445
 AA8445.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8445.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8445
 AA8445.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8445
 AA8445.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8445
 AA8445.The ellipsoidal height was determined by GPS observations
 AA8445.and is referenced to NAD 83.
 AA8445
 AA8445.The geoid height was determined by GEOID03.
 AA8445
 AA8445;                    North         East     Units Scale Factor Converg.
 AA8445;SPC AL W     -   189,521.405   608,325.405   MT  0.99993419   +0 02 46.2
 AA8445;UTM  16      - 3,508,314.059   460,946.524   MT  0.99961881   -0 12 59.9
 AA8445
 AA8445!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8445!SPC AL W     -   0.99998770  x   0.99993419  =   0.99992189
 AA8445!UTM  16      -   0.99998770  x   0.99961881  =   0.99960651
 AA8445
 AA8445|---------------------------------------------------------------------|
 AA8445| PID    Reference Object                     Distance      Geod. Az  |
 AA8445|                                                           dddmmss.s |
 AA8445| AA8446 50 25                               360.406 METERS 08000     |
 AA8445|---------------------------------------------------------------------|
 AA8445
 AA8445                          SUPERSEDED SURVEY CONTROL
 AA8445
 AA8445  ELLIP H (09/29/95)   78.40   (m)                       GP(       ) 3 2
 AA8445  NGVD 29 (09/29/95)  106.2    (m)          348.     (f) GPS OBS        
 AA8445
 AA8445.Superseded values are not recommended for survey control.
 AA8445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8445.See file dsdata.txt to determine how the superseded data were derived.
 AA8445
 AA8445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA6094708314(NAD 83)
 AA8445_MARKER: DD = SURVEY DISK
 AA8445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8445_STAMPING: 50-24 1994
 AA8445_MARK LOGO: ALHD  
 AA8445_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8445+STABILITY: SURFACE MOTION
 AA8445_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8445+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8445
 AA8445  HISTORY     - Date     Condition        Report By
 AA8445  HISTORY     - 1994     MONUMENTED       ALHD
 AA8445
 AA8445                          STATION DESCRIPTION
 AA8445
 AA8445'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8445'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8445'MONROE COUNTY ROAD NO. 61, ABOUT 0.30 MI (0.48 KM) SOUTH OF FRANKLIN
 AA8445'AND ABOUT 6.15 MI (9.90 KM) NORTHEAST OF WAINWRIGHT. TO REACH THE
 AA8445'STATION FROM THE JUNCTION OF ALA 41 NORTH AND ALA 47 NORTH (MILE POST
 AA8445'47.50 ON ALA 41 AND MILE POST 5.60 ON ALA 47) IN MONROEVILLE, DRIVE
 AA8445'NORTHWEST AND NORTH ON ALA 41 FOR 16.25 MI (26.15 KM) TO MILE POST
 AA8445'63.75 AND MONROE COUNTY ROAD NO. 61 ON THE LEFT, TURN LEFT ON MONROE
 AA8445'COUNTY ROAD NO. 61 AND DRIVE WEST FOR 0.25 MI (0.40 KM) TO THE STATION
 AA8445'ON THE RIGHT. THE STATION IS 2.8 FT (0.9 M) SOUTH OF A SIX STRAND
 AA8445'BARBED WIRE FENCE ON OLD WOOD POSTS, 6.8 FT (2.1 M) WEST-SOUTHWEST OF
 AA8445'A CONCRETE RIGHT OF WAY MARKER, 38.0 FT (11.6 M) NORTH OF THE CENTER
 AA8445'OF MONROE COUNTY ROAD NO. 61, 89.0 FT (27.1 M) EAST OF A POWER POLE
 AA8445'WITH ONE GUY WIRE, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST,
 AA8445'AND SET FLUSH WITH THE GROUND. STATION 50-25 1994 MAY BE USED AS AN
 AA8445'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8446 ***********************************************************************
 AA8446  DESIGNATION -  50 25
 AA8446  PID         -  AA8446
 AA8446  STATE/COUNTY-  AL/MONROE
 AA8446  USGS QUAD   -  FRANKLIN (1981)
 AA8446
 AA8446                         *CURRENT SURVEY CONTROL
 AA8446  ___________________________________________________________________
 AA8446* NAD 83(1992)-  31 42 36.34769(N)    087 24 30.31075(W)     ADJUSTED  
 AA8446* NAVD 88     -        99.9    (meters)     328.     (feet)  VERTCON   
 AA8446  ___________________________________________________________________
 AA8446  X           -     245,572.968 (meters)                     COMP
 AA8446  Y           -  -5,425,530.365 (meters)                     COMP
 AA8446  Z           -   3,333,165.216 (meters)                     COMP
 AA8446  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 AA8446  ELLIP HEIGHT-          72.08  (meters)          (07/29/02) GPS OBS
 AA8446  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AA8446
 AA8446  HORZ ORDER  -  FIRST
 AA8446  ELLP ORDER  -  FOURTH    CLASS I
 AA8446
 AA8446.The horizontal coordinates were established by GPS observations
 AA8446.and adjusted by the National Geodetic Survey in September 1995..
 AA8446
 AA8446.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8446
 AA8446.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8446
 AA8446.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8446
 AA8446.The ellipsoidal height was determined by GPS observations
 AA8446.and is referenced to NAD 83.
 AA8446
 AA8446.The geoid height was determined by GEOID03.
 AA8446
 AA8446;                    North         East     Units Scale Factor Converg.
 AA8446;SPC AL W     -   189,584.312   608,680.255   MT  0.99993426   +0 02 53.3
 AA8446;UTM  16      - 3,508,375.318   461,301.546   MT  0.99961847   -0 12 52.8
 AA8446
 AA8446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8446!SPC AL W     -   0.99998868  x   0.99993426  =   0.99992294
 AA8446!UTM  16      -   0.99998868  x   0.99961847  =   0.99960716
 AA8446
 AA8446|---------------------------------------------------------------------|
 AA8446| PID    Reference Object                     Distance      Geod. Az  |
 AA8446|                                                           dddmmss.s |
 AA8446| AA8445 50 24                               360.406 METERS 26000     |
 AA8446|---------------------------------------------------------------------|
 AA8446
 AA8446                          SUPERSEDED SURVEY CONTROL
 AA8446
 AA8446  ELLIP H (09/29/95)   72.12   (m)                       GP(       ) 3 2
 AA8446  NGVD 29 (09/29/95)   99.9    (m)          328.     (f) GPS OBS        
 AA8446
 AA8446.Superseded values are not recommended for survey control.
 AA8446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8446.See file dsdata.txt to determine how the superseded data were derived.
 AA8446
 AA8446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA6130208375(NAD 83)
 AA8446_MARKER: DD = SURVEY DISK
 AA8446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8446_STAMPING: 50-25 1994
 AA8446_MARK LOGO: ALHD  
 AA8446_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8446+STABILITY: SURFACE MOTION
 AA8446_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8446+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8446
 AA8446  HISTORY     - Date     Condition        Report By
 AA8446  HISTORY     - 1994     MONUMENTED       ALHD
 AA8446
 AA8446                          STATION DESCRIPTION
 AA8446
 AA8446'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8446'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA8446'OF ALA 41, ABOUT 0.30 MI (0.48 KM) SOUTH OF FRANKLIN AND ABOUT 6.40 MI
 AA8446'(10.30 KM) NORTHEAST OF WAINWRIGHT. TO REACH THE STATION FROM THE
 AA8446'JUNCTION OF ALA 41 NORTH AND ALA 47 NORTH (MILE POST 47.50 ON ALA 41
 AA8446'AND MILE POST 5.60 ON ALA 47) IN MONROEVILLE, DRIVE NORTHWEST AND
 AA8446'NORTH ON ALA 41 FOR 16.30 MI (26.23 KM) TO MILE POST 63.80 AND THE
 AA8446'STATION ON THE LEFT. THE STATION IS 40.8 FT (12.4 M) SOUTHWEST OF THE
 AA8446'CENTERLINE OF ALA 41, 102.2 FT (31.2 M) SOUTH OF A GRAPHIC SIDE ROAD
 AA8446'RIGHT SIGN, 104.6 FT (31.9 M) WEST-NORTHWEST OF AN ALA 41 NORTH SIGN
 AA8446'ACROSS THE ROAD, 137.5 FT (41.9 M) NORTHWEST OF A JUNCTION POWER POLE
 AA8446'WITH TWO GUY WIRES AND A SMALL TRANSFORMER, 191.1 FT (58.2 M)
 AA8446'NORTHWEST OF A MONROE COUNTY 61 DIRECTIONAL SIGN, 196.5 FT (59.9 M)
 AA8446'NORTH OF ANGLE POWER POLE NO. 9 - 306 WITH ONE GUY WIRE AND A LARGE
 AA8446'TRANSFORMER, 233.0 FT (71.0 M) NORTH OF THE CENTER OF MONROE COUNTY
 AA8446'ROAD NO. 61, 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA8446'FLUSH WITH THE GROUND. STATION 50-24 1994 MAY BE USED AS AN AZIMUTH
 AA8446'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8447 ***********************************************************************
 AA8447  DESIGNATION -  50 26
 AA8447  PID         -  AA8447
 AA8447  STATE/COUNTY-  AL/MONROE
 AA8447  USGS QUAD   -  FRANKLIN (1981)
 AA8447
 AA8447                         *CURRENT SURVEY CONTROL
 AA8447  ___________________________________________________________________
 AA8447* NAD 83(1992)-  31 40 27.19862(N)    087 29 19.75724(W)     ADJUSTED  
 AA8447* NAVD 88     -       104.7    (meters)     344.     (feet)  VERTCON   
 AA8447  ___________________________________________________________________
 AA8447  X           -     238,050.949 (meters)                     COMP
 AA8447  Y           -  -5,427,961.406 (meters)                     COMP
 AA8447  Z           -   3,329,782.956 (meters)                     COMP
 AA8447  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AA8447  ELLIP HEIGHT-          76.76  (meters)          (07/29/02) GPS OBS
 AA8447  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA8447
 AA8447  HORZ ORDER  -  FIRST
 AA8447  ELLP ORDER  -  FOURTH    CLASS I
 AA8447
 AA8447.The horizontal coordinates were established by GPS observations
 AA8447.and adjusted by the National Geodetic Survey in September 1995..
 AA8447
 AA8447.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8447
 AA8447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8447
 AA8447.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8447
 AA8447.The ellipsoidal height was determined by GPS observations
 AA8447.and is referenced to NAD 83.
 AA8447
 AA8447.The geoid height was determined by GEOID03.
 AA8447
 AA8447;                    North         East     Units Scale Factor Converg.
 AA8447;SPC AL W     -   185,603.142   601,059.943   MT  0.99993335   +0 00 21.1
 AA8447;UTM  16      - 3,504,430.355   453,665.440   MT  0.99962648   -0 15 24.0
 AA8447
 AA8447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8447!SPC AL W     -   0.99998795  x   0.99993335  =   0.99992130
 AA8447!UTM  16      -   0.99998795  x   0.99962648  =   0.99961443
 AA8447
 AA8447:                Primary Azimuth Mark                     Grid Az
 AA8447:SPC AL W     -  50 27                                    050 40 48.5
 AA8447:UTM  16      -  50 27                                    050 56 33.6
 AA8447
 AA8447|---------------------------------------------------------------------|
 AA8447| PID    Reference Object                     Distance      Geod. Az  |
 AA8447|                                                           dddmmss.s |
 AA8447| AA8448 50 27                               448.833 METERS 0504109.6 |
 AA8447|---------------------------------------------------------------------|
 AA8447
 AA8447                          SUPERSEDED SURVEY CONTROL
 AA8447
 AA8447  ELLIP H (09/29/95)   76.80   (m)                       GP(       ) 3 2
 AA8447  NGVD 29 (09/29/95)  104.6    (m)          343.     (f) GPS OBS        
 AA8447
 AA8447.Superseded values are not recommended for survey control.
 AA8447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8447.See file dsdata.txt to determine how the superseded data were derived.
 AA8447
 AA8447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA5366504430(NAD 83)
 AA8447_MARKER: DD = SURVEY DISK
 AA8447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8447_STAMPING: 50-26 1994
 AA8447_MARK LOGO: ALHD  
 AA8447_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8447+STABILITY: SURFACE MOTION
 AA8447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8447+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8447
 AA8447  HISTORY     - Date     Condition        Report By
 AA8447  HISTORY     - 1994     MONUMENTED       ALHD
 AA8447
 AA8447                          STATION DESCRIPTION
 AA8447
 AA8447'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8447'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA8447'OF MONROE COUNTY ROAD NO. 17, ABOUT 1.75 MI (2.82 KM) NORTH OF
 AA8447'WAINWRIGHT AND ABOUT 5.50 MI (8.85 KM) SOUTHWEST OF FRANKLIN. TO REACH
 AA8447'THE STATION FROM THE JUNCTION OF ALA 41 NORTH AND ALA 47 NORTH (MILE
 AA8447'POST 47.50 ON ALA 41 AND MILE POST 5.60 ON ALA 47) IN MONROEVILLE,
 AA8447'DRIVE NORTHWEST AND NORTH ON ALA 41 FOR 17.60 MI (28.32 KM) TO MILE
 AA8447'POST 65.10 AND MONROE COUNTY ROAD NO. 17 ON THE LEFT, TURN LEFT ON
 AA8447'MONROE COUNTY ROAD NO. 17 AND DRIVE WEST AND SOUTHWEST FOR 6.25 MI
 AA8447'(10.06 KM) TO THE STATION ON THE RIGHT. THE STATION IS 18.0 FT (5.5 M)
 AA8447'NORTHEAST OF THE CENTER OF A FIELD ROAD, 34.1 FT (10.4 M) NORTHWEST OF
 AA8447'THE CENTERLINE OF MONROE COUNTY ROAD NO. 17, 76.7 FT (23.4 M)
 AA8447'NORTHWEST OF THE NORTHEAST POST OF A METAL GATE ACROSS THE ROAD, 80.4
 AA8447'FT (24.5 M) NORTH-NORTHWEST OF THE SOUTHWEST POST OF A METAL GATE
 AA8447'ACROSS THE ROAD, 158.9 FT (48.4 M) NORTH OF A POWER POLE ACROSS THE
 AA8447'ROAD, 1.9 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA8447'FLUSH WITH THE GROUND. STATION 50-27 1994 MAY BE USED AS AN AZIMUTH
 AA8447'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8448 ***********************************************************************
 AA8448  DESIGNATION -  50 27
 AA8448  PID         -  AA8448
 AA8448  STATE/COUNTY-  AL/MONROE
 AA8448  USGS QUAD   -  FRANKLIN (1981)
 AA8448
 AA8448                         *CURRENT SURVEY CONTROL
 AA8448  ___________________________________________________________________
 AA8448* NAD 83(1992)-  31 40 36.43104(N)    087 29 06.57352(W)     ADJUSTED  
 AA8448* NAVD 88     -       105.5    (meters)     346.     (feet)  VERTCON   
 AA8448  ___________________________________________________________________
 AA8448  X           -     238,391.363 (meters)                     COMP
 AA8448  Y           -  -5,427,797.689 (meters)                     COMP
 AA8448  Z           -   3,330,025.386 (meters)                     COMP
 AA8448  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA8448  ELLIP HEIGHT-          77.57  (meters)          (07/29/02) GPS OBS
 AA8448  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA8448
 AA8448  HORZ ORDER  -  FIRST
 AA8448  ELLP ORDER  -  FOURTH    CLASS I
 AA8448
 AA8448.The horizontal coordinates were established by GPS observations
 AA8448.and adjusted by the National Geodetic Survey in September 1995..
 AA8448
 AA8448.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8448.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8448
 AA8448.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8448
 AA8448.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8448
 AA8448.The ellipsoidal height was determined by GPS observations
 AA8448.and is referenced to NAD 83.
 AA8448
 AA8448.The geoid height was determined by GEOID03.
 AA8448
 AA8448;                    North         East     Units Scale Factor Converg.
 AA8448;SPC AL W     -   185,887.526   601,407.147   MT  0.99993336   +0 00 28.1
 AA8448;UTM  16      - 3,504,713.058   454,013.836   MT  0.99962608   -0 15 17.2
 AA8448
 AA8448!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8448!SPC AL W     -   0.99998782  x   0.99993336  =   0.99992118
 AA8448!UTM  16      -   0.99998782  x   0.99962608  =   0.99961390
 AA8448
 AA8448:                Primary Azimuth Mark                     Grid Az
 AA8448:SPC AL W     -  50 26                                    230 40 48.5
 AA8448:UTM  16      -  50 26                                    230 56 33.8
 AA8448
 AA8448|---------------------------------------------------------------------|
 AA8448| PID    Reference Object                     Distance      Geod. Az  |
 AA8448|                                                           dddmmss.s |
 AA8448| AA8447 50 26                               448.833 METERS 2304116.6 |
 AA8448|---------------------------------------------------------------------|
 AA8448
 AA8448                          SUPERSEDED SURVEY CONTROL
 AA8448
 AA8448  ELLIP H (09/29/95)   77.61   (m)                       GP(       ) 3 2
 AA8448  NGVD 29 (09/29/95)  105.4    (m)          346.     (f) GPS OBS        
 AA8448
 AA8448.Superseded values are not recommended for survey control.
 AA8448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8448.See file dsdata.txt to determine how the superseded data were derived.
 AA8448
 AA8448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA5401404713(NAD 83)
 AA8448_MARKER: DD = SURVEY DISK
 AA8448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8448_STAMPING: 50-27 1994
 AA8448_MARK LOGO: ALHD  
 AA8448_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8448+STABILITY: SURFACE MOTION
 AA8448_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8448+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8448
 AA8448  HISTORY     - Date     Condition        Report By
 AA8448  HISTORY     - 1994     MONUMENTED       ALHD
 AA8448
 AA8448                          STATION DESCRIPTION
 AA8448
 AA8448'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8448'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8448'OF MONROE COUNTY ROAD NO. 17, ABOUT 1.95 MI (3.14 KM) NORTH OF
 AA8448'WAINWRIGHT AND ABOUT 5.20 MI (8.37 KM) SOUTHWEST OF FRANKLIN. TO REACH
 AA8448'THE STATION FROM THE JUNCTION OF ALA 41 NORTH AND ALA 47 NORTH (MILE
 AA8448'POST 47.50 ON ALA 41 AND MILE POST 5.60 ON ALA 47) IN MONROEVILLE,
 AA8448'DRIVE NORTHWEST AND NORTH ON ALA 41 FOR 17.60 MI (28.32 KM) TO MILE
 AA8448'POST 65.10 AND MONROE COUNTY ROAD NO. 17 ON THE LEFT, TURN LEFT ON
 AA8448'MONROE COUNTY ROAD NO. 17 AND DRIVE WEST AND SOUTHWEST FOR 5.95 MI
 AA8448'(9.58 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.9 FT (0.9 M)
 AA8448'NORTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 37.1
 AA8448'FT (11.3 M) SOUTHEAST OF THE CENTERLINE OF MONROE COUNTY ROAD NO. 17,
 AA8448'65.2 FT (19.9 M) SOUTH-SOUTHEAST OF A WATER VALVE ACROSS THE ROAD,
 AA8448'71.8 FT (21.9 M) SOUTH-SOUTHEAST OF A CONCRETE WATER VALVE MARKER
 AA8448'ACROSS THE ROAD, 85.6 FT (26.1 M) SOUTHWEST OF THE NORTHEAST CORNER OF
 AA8448'THE FENCE AND THE NORTHWEST POST OF A PIPE GATE, 112.0 FT (34.1 M)
 AA8448'SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 121.4 FT (37.0 M)
 AA8448'SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 2 19R 15, 170.0 FT (51.8 M)
 AA8448'NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE, 170.1 FT (51.8 M)
 AA8448'NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 2 19R 14, 193.0 FT (58.8 M)
 AA8448'NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 2.9 FT (0.9 M) NORTHWEST OF
 AA8448'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 50-26
 AA8448'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8449 ***********************************************************************
 AA8449  DESIGNATION -  50 28
 AA8449  PID         -  AA8449
 AA8449  STATE/COUNTY-  AL/MONROE
 AA8449  USGS QUAD   -  MEXIA (1986)
 AA8449
 AA8449                         *CURRENT SURVEY CONTROL
 AA8449  ___________________________________________________________________
 AA8449* NAD 83(1992)-  31 34 54.72022(N)    087 27 02.62828(W)     ADJUSTED  
 AA8449* NAVD 88     -        18.5    (meters)      61.     (feet)  VERTCON   
 AA8449  ___________________________________________________________________
 AA8449  X           -     241,895.103 (meters)                     COMP
 AA8449  Y           -  -5,433,093.409 (meters)                     COMP
 AA8449  Z           -   3,321,018.340 (meters)                     COMP
 AA8449  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AA8449  ELLIP HEIGHT-          -9.44  (meters)          (07/29/02) GPS OBS
 AA8449  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AA8449
 AA8449  HORZ ORDER  -  FIRST
 AA8449  ELLP ORDER  -  FOURTH    CLASS I
 AA8449
 AA8449.The horizontal coordinates were established by GPS observations
 AA8449.and adjusted by the National Geodetic Survey in September 1995..
 AA8449
 AA8449.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8449.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8449
 AA8449.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8449
 AA8449.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8449
 AA8449.The ellipsoidal height was determined by GPS observations
 AA8449.and is referenced to NAD 83.
 AA8449
 AA8449.The geoid height was determined by GEOID03.
 AA8449
 AA8449;                    North         East     Units Scale Factor Converg.
 AA8449;SPC AL W     -   175,364.459   604,676.362   MT  0.99993360   +0 01 32.9
 AA8449;UTM  16      - 3,494,178.398   457,233.863   MT  0.99962256   -0 14 09.8
 AA8449
 AA8449!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8449!SPC AL W     -   1.00000148  x   0.99993360  =   0.99993508
 AA8449!UTM  16      -   1.00000148  x   0.99962256  =   0.99962404
 AA8449
 AA8449:                Primary Azimuth Mark                     Grid Az
 AA8449:SPC AL W     -  50 29                                    057 10 31.3
 AA8449:UTM  16      -  50 29                                    057 26 14.0
 AA8449
 AA8449|---------------------------------------------------------------------|
 AA8449| PID    Reference Object                     Distance      Geod. Az  |
 AA8449|                                                           dddmmss.s |
 AA8449| AA8450 50 29                               411.305 METERS 0571204.2 |
 AA8449|---------------------------------------------------------------------|
 AA8449
 AA8449                          SUPERSEDED SURVEY CONTROL
 AA8449
 AA8449  ELLIP H (09/29/95)   -9.39   (m)                       GP(       ) 3 2
 AA8449  NGVD 29 (09/29/95)   18.4    (m)           60.     (f) GPS OBS        
 AA8449
 AA8449.Superseded values are not recommended for survey control.
 AA8449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8449.See file dsdata.txt to determine how the superseded data were derived.
 AA8449
 AA8449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5723494178(NAD 83)
 AA8449_MARKER: DD = SURVEY DISK
 AA8449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8449_STAMPING: 50-28 1994
 AA8449_MARK LOGO: ALHD  
 AA8449_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8449+STABILITY: SURFACE MOTION
 AA8449_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8449+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8449
 AA8449  HISTORY     - Date     Condition        Report By
 AA8449  HISTORY     - 1994     MONUMENTED       ALHD
 AA8449
 AA8449                          STATION DESCRIPTION
 AA8449
 AA8449'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8449'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8449'OF MONROE COUNTY ROAD NO. 39, ABOUT 4.85 MI (7.81 KM) NORTHEAST OF
 AA8449'CLAIBORNE AND ABOUT 8.50 MI (13.68 KM) WEST-NORTHWEST OF MONROEVILLE.
 AA8449'TO REACH THE STATION FROM THE JUNCTION OF ALA 41 NORTH AND ALA 47
 AA8449'NORTH (MILE POST 47.50 ON ALA 41 AND MILE POST 5.60 ON ALA 47) IN
 AA8449'MONROEVILLE, DRIVE NORTHWEST ON ALA 41 FOR 8.40 MI (13.52 KM) TO MILE
 AA8449'POST 55.90 AND MONROE COUNTY ROAD NO. 39 ON THE LEFT, TURN LEFT ON
 AA8449'MONROE COUNTY ROAD NO. 39 AND DRIVE SOUTHWEST FOR 3.00 MI (4.83 KM) TO
 AA8449'THE STATION ON THE LEFT. THE STATION IS 44.3 FT (13.5 M) SOUTHEAST OF
 AA8449'THE CENTERLINE OF MONROE COUNTY ROAD NO. 39, 2.0 FT (0.6 M) NORTHWEST
 AA8449'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8449'50-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8450 ***********************************************************************
 AA8450  DESIGNATION -  50 29
 AA8450  PID         -  AA8450
 AA8450  STATE/COUNTY-  AL/MONROE
 AA8450  USGS QUAD   -  MEXIA (1986)
 AA8450
 AA8450                         *CURRENT SURVEY CONTROL
 AA8450  ___________________________________________________________________
 AA8450* NAD 83(1992)-  31 35 01.95383(N)    087 26 49.51540(W)     ADJUSTED  
 AA8450* NAVD 88     -        18.8    (meters)      62.     (feet)  VERTCON   
 AA8450  ___________________________________________________________________
 AA8450  X           -     242,235.317 (meters)                     COMP
 AA8450  Y           -  -5,432,961.767 (meters)                     COMP
 AA8450  Z           -   3,321,208.329 (meters)                     COMP
 AA8450  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AA8450  ELLIP HEIGHT-          -9.07  (meters)          (07/29/02) GPS OBS
 AA8450  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA8450
 AA8450  HORZ ORDER  -  FIRST
 AA8450  ELLP ORDER  -  FOURTH    CLASS I
 AA8450
 AA8450.The horizontal coordinates were established by GPS observations
 AA8450.and adjusted by the National Geodetic Survey in September 1995..
 AA8450
 AA8450.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8450.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8450
 AA8450.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8450
 AA8450.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8450
 AA8450.The ellipsoidal height was determined by GPS observations
 AA8450.and is referenced to NAD 83.
 AA8450
 AA8450.The geoid height was determined by GEOID03.
 AA8450
 AA8450;                    North         East     Units Scale Factor Converg.
 AA8450;SPC AL W     -   175,587.400   605,021.972   MT  0.99993364   +0 01 39.8
 AA8450;UTM  16      - 3,494,399.688   457,580.381   MT  0.99962219   -0 14 03.0
 AA8450
 AA8450!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8450!SPC AL W     -   1.00000142  x   0.99993364  =   0.99993506
 AA8450!UTM  16      -   1.00000142  x   0.99962219  =   0.99962361
 AA8450
 AA8450:                Primary Azimuth Mark                     Grid Az
 AA8450:SPC AL W     -  50 28                                    237 10 31.3
 AA8450:UTM  16      -  50 28                                    237 26 14.1
 AA8450
 AA8450|---------------------------------------------------------------------|
 AA8450| PID    Reference Object                     Distance      Geod. Az  |
 AA8450|                                                           dddmmss.s |
 AA8450| AA8449 50 28                               411.305 METERS 2371211.1 |
 AA8450|---------------------------------------------------------------------|
 AA8450
 AA8450                          SUPERSEDED SURVEY CONTROL
 AA8450
 AA8450  ELLIP H (09/29/95)   -9.03   (m)                       GP(       ) 3 2
 AA8450  NGVD 29 (09/29/95)   18.8    (m)           62.     (f) GPS OBS        
 AA8450
 AA8450.Superseded values are not recommended for survey control.
 AA8450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8450.See file dsdata.txt to determine how the superseded data were derived.
 AA8450
 AA8450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5758094400(NAD 83)
 AA8450_MARKER: DD = SURVEY DISK
 AA8450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8450_STAMPING: 50-29 1994
 AA8450_MARK LOGO: ALHD  
 AA8450_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8450+STABILITY: SURFACE MOTION
 AA8450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8450+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8450
 AA8450  HISTORY     - Date     Condition        Report By
 AA8450  HISTORY     - 1994     MONUMENTED       ALHD
 AA8450
 AA8450                          STATION DESCRIPTION
 AA8450
 AA8450'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8450'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8450'OF MONROE COUNTY ROAD NO. 39, ABOUT 5.10 MI (8.21 KM) NORTHEAST OF
 AA8450'CLAIBORNE AND ABOUT 8.40 MI (13.52 KM) WEST-NORTHWEST OF MONROEVILLE.
 AA8450'TO REACH THE STATION FROM THE JUNCTION OF ALA 41 NORTH AND ALA 47
 AA8450'NORTH (MILE POST 47.50 ON ALA 41 AND MILE POST 5.60 ON ALA 47) IN
 AA8450'MONROEVILLE, DRIVE NORTHWEST ON ALA 41 FOR 8.40 MI (13.52 KM) TO MILE
 AA8450'POST 55.90 AND MONROE COUNTY ROAD NO. 39 ON THE LEFT, TURN LEFT ON
 AA8450'MONROE COUNTY ROAD NO. 39 AND DRIVE SOUTHWEST FOR 2.75 MI (4.43 KM) TO
 AA8450'THE STATION ON THE LEFT. THE STATION IS 45.5 FT (13.9 M) SOUTHEAST OF
 AA8450'THE CENTERLINE OF MONROE COUNTY ROAD NO. 39, 1.9 FT (0.6 M) NORTHWEST
 AA8450'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8450'50-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2097 ***********************************************************************
 BU2097  DESIGNATION -  50 3
 BU2097  PID         -  BU2097
 BU2097  STATE/COUNTY-  AL/MONROE
 BU2097  USGS QUAD   -  LOWER PEACH TREE (1973)
 BU2097
 BU2097                         *CURRENT SURVEY CONTROL
 BU2097  ___________________________________________________________________
 BU2097* NAD 83(1992)-  31 46 47.29659(N)    087 30 02.90451(W)     ADJUSTED  
 BU2097* NAVD 88     -        55.0    (meters)     180.     (feet)  VERTCON   
 BU2097  ___________________________________________________________________
 BU2097  X           -     236,645.199 (meters)                     COMP
 BU2097  Y           -  -5,421,818.134 (meters)                     COMP
 BU2097  Z           -   3,339,714.637 (meters)                     COMP
 BU2097  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 BU2097  ELLIP HEIGHT-          27.05  (meters)          (07/29/02) GPS OBS
 BU2097  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU2097
 BU2097  HORZ ORDER  -  FIRST
 BU2097  ELLP ORDER  -  FOURTH    CLASS I
 BU2097
 BU2097.The horizontal coordinates were established by GPS observations
 BU2097.and adjusted by the National Geodetic Survey in December 1992..
 BU2097
 BU2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2097
 BU2097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2097
 BU2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2097
 BU2097.The ellipsoidal height was determined by GPS observations
 BU2097.and is referenced to NAD 83.
 BU2097
 BU2097.The geoid height was determined by GEOID03.
 BU2097
 BU2097;                    North         East     Units Scale Factor Converg.
 BU2097;SPC AL W     -   197,309.541   599,923.586   MT  0.99993333   -0 00 01.5
 BU2097;UTM  16      - 3,516,138.259   452,583.149   MT  0.99962773   -0 15 49.5
 BU2097
 BU2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2097!SPC AL W     -   0.99999575  x   0.99993333  =   0.99992908
 BU2097!UTM  16      -   0.99999575  x   0.99962773  =   0.99962348
 BU2097
 BU2097:                Primary Azimuth Mark                     Grid Az
 BU2097:SPC AL W     -  50 4                                     101 29 15.2
 BU2097:UTM  16      -  50 4                                     101 45 03.2
 BU2097
 BU2097|---------------------------------------------------------------------|
 BU2097| PID    Reference Object                     Distance      Geod. Az  |
 BU2097|                                                           dddmmss.s |
 BU2097| BU2116 50 4                                430.313 METERS 1012913.7 |
 BU2097|---------------------------------------------------------------------|
 BU2097
 BU2097                          SUPERSEDED SURVEY CONTROL
 BU2097
 BU2097  ELLIP H (12/04/92)   27.14   (m)                       GP(       ) 4 1
 BU2097  NAD 83(1986)-  31 46 47.30918(N)    087 30 02.90440(W) AD(       ) 1
 BU2097  NGVD 29 (12/04/92)   55.0    (m)          180.     (f) GPS OBS        
 BU2097
 BU2097.Superseded values are not recommended for survey control.
 BU2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2097.See file dsdata.txt to determine how the superseded data were derived.
 BU2097
 BU2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA5258316138(NAD 83)
 BU2097_MARKER: DD = SURVEY DISK
 BU2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2097_SP_SET: CONCRETE POST
 BU2097_STAMPING: 50-3 1990
 BU2097_MARK LOGO: ALHD  
 BU2097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2097+STABILITY: SURFACE MOTION
 BU2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2097+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1992
 BU2097
 BU2097  HISTORY     - Date     Condition        Report By
 BU2097  HISTORY     - 1990     MONUMENTED       ALHD
 BU2097  HISTORY     - 19910820 GOOD             ALHD
 BU2097  HISTORY     - 19920330 GOOD
 BU2097
 BU2097                          STATION DESCRIPTION
 BU2097
 BU2097'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2097'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTH RIGHT OF WAY OF A
 BU2097'MONROE COUNTY PAVED ROAD, ABOUT 26.72 KM (16.60 MI) EAST-NORTHEAST OF
 BU2097'GROVE HILL AND ABOUT 28.16 KM (17.50 MI) WEST-NORTHWEST OF BEATRICE.
 BU2097'TO REACH THE STATION FROM THE JUNCTION OF ALA 5 AND WILCOX COUNTY ROAD
 BU2097'NO. 27 (MILE POST 9.70 ON ALA 5) AT THE TRAFFIC LIGHT IN PINE HILL,
 BU2097'DRIVE SOUTHWEST ON WILCOX COUNTY ROAD NO. 27 FOR 0.32 KM (0.20 MI) TO
 BU2097'WILCOX COUNTY ROAD NO. 18 ON THE LEFT, TURN LEFT ON WILCOX COUNTY
 BU2097'ROAD NO. 18 AND DRIVE SOUTHEAST FOR 0.48 KM (0.30 MI) TO WILCOX
 BU2097'COUNTY ROAD NO. 9 ON THE RIGHT, TURN RIGHT ON WILCOX COUNTY ROAD NO.
 BU2097'9 AND DRIVE SOUTH FOR 9.58 KM (5.95 MI) TO WILCOX COUNTY ROAD NO. 1
 BU2097'LEFT AND RIGHT, TURN LEFT ON WILCOX COUNTY ROAD NO. 1 AND DRIVE SOUTH
 BU2097'FOR 7.56 KM (4.70 MI) TO A PAVED CROSS ROAD AT LOWER PEACH TREE WITH
 BU2097'WILCOX COUNTY ROAD NO. 35 LEFT AND RIGHT, CONTINUE SOUTH ON WILCOX
 BU2097'COUNTY ROAD NO. 1 FOR 1.53 KM (0.95 MI) TO THE WILCOX-CLARKE COUNTY
 BU2097'LINE, CONTINUE SOUTH ON CLARKE COUNTY ROAD NO. 1 FOR 2.90 KM
 BU2097'(1.80 MI) TO CLARKE COUNTY ROAD NO. 40 ON THE LEFT, TURN LEFT ON
 BU2097'CLARKE COUNTY ROAD NO. 40 AND DRIVE EAST FOR 1.37 KM (0.85 MI) TO THE
 BU2097'CLARKE-MONROE COUNTY LINE, CONTINUE EAST AND SOUTHEAST FOR 3.06 KM
 BU2097'(1.90 MI) TO THE STATION ON THE RIGHT.
 BU2097'THE STATION IS 41.7 M (136.8 FT) SOUTH OF THE CENTERLINE OF THE MONROE
 BU2097'COUNTY PAVED ROAD, 34.75 KM (21.60 MI) EAST-SOUTHEAST OF A POWER
 BU2097'POLE, 0.46 M (1.51 FT) NORTH-NORTHEAST OF A CARSONITE WITNESS POST,
 BU2097'AND SET FLUSH WITH THE GROUND.
 BU2097'STATION 50-4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2097'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTH RIGHT OF WAY OF A
 BU2097'MONROE COUNTY PAVED ROAD, ABOUT 26.72 KM (16.60 MI) EAST - NORTHEAST
 BU2097'OF GROVE HILL AND ABOUT 28.16 KM (17.50 MI) WEST - NORTHWEST OF
 BU2097'BEATRICE.
 BU2097'TO REACH THE STATION FROM THE JUNCTION OF ALA 5 AND WILCOX COUNTY ROAD
 BU2097'NO. 27 (MILE POST 9.70 ON ALA 5) AT THE TRAFFIC LIGHT IN PINE HILL,
 BU2097'DRIVE SOUTHWEST ON WILCOX COUNTY ROAD NO. 27 0.32 KM (0.20 MI) TO
 BU2097'WILCOX COUNTY ROAD NO. 18 ON THE LEFT, TURN LEFT ON WILCOX COUNTY
 BU2097'ROAD NO. 18 AND DRIVE SOUTHEAST 0.48 KM (0.30 MI) TO WILCOX COUNTY
 BU2097'ROAD NO. 9 ON THE RIGHT, TURN RIGHT ON WILCOX COUNTY ROAD NO. 9 AND
 BU2097'DRIVE SOUTH 9.58 KM (5.95 MI) TO WILCOX COUNTY ROAD NO. 1 LEFT AND
 BU2097'RIGHT, TURN LEFT ON WILCOX COUNTY ROAD NO. 1 AND DRIVE SOUTH 7.56 KM
 BU2097'(4.70 MI) TO A PAVED CROSS ROAD AT LOWER PEACH TREE WITH WILCOX
 BU2097'COUNTY ROAD NO. 35 LEFT AND RIGHT, CONTINUE SOUTH ON WILCOX COUNTY
 BU2097'ROAD NO. 1 1.53 KM (0.95 MI) TO THE WILCOX - CLARKE COUNTY LINE,
 BU2097'CONTINUE SOUTH ON CLARKE COUNTY ROAD NO. 1 2.90 KM (1.80 MI) TO
 BU2097'CLARKE COUNTY ROAD NO. 40 ON THE LEFT, TURN LEFT ON CLARKE COUNTY
 BU2097'ROAD NO. 40 AND DRIVE EAST 1.37 KM (0.85 MI) TO THE CLARKE - MONROE
 BU2097'COUNTY LINE, CONTINUE EAST AND SOUTHEAST 3.06 KM (1.90 MI) TO THE
 BU2097'STATION ON THE RIGHT.
 BU2097'THE STATION IS 41.7 M (136.8 FT) SOUTH OF THE CENTERLINE OF THE MONROE
 BU2097'COUNTY PAVED ROAD, 34.75 KM (21.59 MI) EAST - SOUTHEAST OF A POWER
 BU2097'POLE, 0.46 M (1.51 FT) NORTH - NORTHEAST OF A CARSONITE WITNESS POST,
 BU2097'AND SET FLUSH WITH THE GROUND.
 BU2097'STATION 50-4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2097
 BU2097                          STATION RECOVERY (1992)
 BU2097
 BU2097'RECOVERED 1992
 BU2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8451 ***********************************************************************
 AA8451  DESIGNATION -  50 30
 AA8451  PID         -  AA8451
 AA8451  STATE/COUNTY-  AL/MONROE
 AA8451  USGS QUAD   -  NATCHEZ (1972)
 AA8451
 AA8451                         *CURRENT SURVEY CONTROL
 AA8451  ___________________________________________________________________
 AA8451* NAD 83(1992)-  31 40 05.64669(N)    087 19 58.17975(W)     ADJUSTED  
 AA8451* NAVD 88     -       110.5    (meters)     363.     (feet)  VERTCON   
 AA8451  ___________________________________________________________________
 AA8451  X           -     252,844.693 (meters)                     COMP
 AA8451  Y           -  -5,427,646.340 (meters)                     COMP
 AA8451  Z           -   3,329,221.098 (meters)                     COMP
 AA8451  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AA8451  ELLIP HEIGHT-          82.66  (meters)          (07/29/02) GPS OBS
 AA8451  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AA8451
 AA8451  HORZ ORDER  -  FIRST
 AA8451  ELLP ORDER  -  FOURTH    CLASS I
 AA8451
 AA8451.The horizontal coordinates were established by GPS observations
 AA8451.and adjusted by the National Geodetic Survey in September 1995..
 AA8451
 AA8451.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8451.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8451
 AA8451.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8451
 AA8451.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8451
 AA8451.The ellipsoidal height was determined by GPS observations
 AA8451.and is referenced to NAD 83.
 AA8451
 AA8451.The geoid height was determined by GEOID03.
 AA8451
 AA8451;                    North         East     Units Scale Factor Converg.
 AA8451;SPC AL W     -   184,951.468   615,852.203   MT  0.99993643   +0 05 16.0
 AA8451;UTM  16      - 3,503,711.138   468,449.893   MT  0.99961228   -0 10 29.0
 AA8451
 AA8451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8451!SPC AL W     -   0.99998702  x   0.99993643  =   0.99992345
 AA8451!UTM  16      -   0.99998702  x   0.99961228  =   0.99959931
 AA8451
 AA8451                          SUPERSEDED SURVEY CONTROL
 AA8451
 AA8451  ELLIP H (09/29/95)   82.70   (m)                       GP(       ) 3 2
 AA8451  NGVD 29 (09/29/95)  110.4    (m)          362.     (f) GPS OBS        
 AA8451
 AA8451.Superseded values are not recommended for survey control.
 AA8451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8451.See file dsdata.txt to determine how the superseded data were derived.
 AA8451
 AA8451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA6845003711(NAD 83)
 AA8451_MARKER: DD = SURVEY DISK
 AA8451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8451_STAMPING: 50-30 1994
 AA8451_MARK LOGO: ALHD  
 AA8451_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8451+STABILITY: SURFACE MOTION
 AA8451_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8451+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8451
 AA8451  HISTORY     - Date     Condition        Report By
 AA8451  HISTORY     - 1994     MONUMENTED       ALHD
 AA8451
 AA8451                          STATION DESCRIPTION
 AA8451
 AA8451'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8451'THE STATION IS LOCATED IN MONROE COUNTY ON THE EAST RIGHT OF WAY OF A
 AA8451'GRAVEL WOODS ROAD, ABOUT 8.50 MI (13.68 KM) SOUTHWEST OF BEATRICE AND
 AA8451'ABOUT 9.70 MI (15.61 KM) NORTH OF MONROEVILLE. TO REACH THE STATION
 AA8451'FROM THE JUNCTION OF ALA 21 NORTH AND ALA 47 NORTH (MILE POST 43.85
 AA8451'AHEAD = 43.30 BACK ON ALA 21 AND MILE POST 6.35 ON ALA 47) NEAR
 AA8451'MONROEVILLE, DRIVE NORTHEAST ON ALA 21 AND ALA 47 FOR 9.15 MI (14.73
 AA8451'KM) TO MILE POST 53.00 AND MONROE COUNTY ROAD NO. 42 ON THE LEFT IN
 AA8451'TUNNEL SPRINGS, TURN LEFT ON MONROE COUNTY ROAD NO. 42 AND DRIVE WEST,
 AA8451'NORTH, AND WEST FOR 0.90 MI (1.45 KM) TO A CROSS ROAD WITH A PAVED
 AA8451'COUNTY ROAD LEFT AND A GRAVEL ROAD RIGHT, TURN RIGHT ON THE GRAVEL
 AA8451'ROAD AND DRIVE NORTH FOR 1.45 MI (2.33 KM) TO A Y-INTERSECTION, BEAR
 AA8451'LEFT AND DRIVE NORTHWEST AND WEST FOR 5.15 MI (8.29 KM) TO A GRAVEL
 AA8451'WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE WOODS ROAD AND DRIVE NORTH
 AA8451'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT. THE STATION IS 8.0
 AA8451'FT (2.4 M) EAST OF THE CREST OF A 5 FT (1.5 M) BACKSLOPE, 11.7 FT (3.6
 AA8451'M) EAST-SOUTHEAST OF THE EAST POST OF A CABLE GATE, 27.5 FT (8.4 M)
 AA8451'EAST OF THE CENTER OF A GRAVEL WOODS ROAD, 45.3 FT (13.8 M) EAST OF
 AA8451'THE WEST POST OF A CABLE GATE, 128.5 FT (39.2 M) NORTH-NORTHWEST OF
 AA8451'THE CENTER OF THE COUNTY GRAVEL ROAD, 2.0 FT (0.6 M) SOUTH OF A
 AA8451'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 50-31
 AA8451'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8452 ***********************************************************************
 AA8452  DESIGNATION -  50 31
 AA8452  PID         -  AA8452
 AA8452  STATE/COUNTY-  AL/MONROE
 AA8452  USGS QUAD   -  NATCHEZ (1972)
 AA8452
 AA8452                         *CURRENT SURVEY CONTROL
 AA8452  ___________________________________________________________________
 AA8452* NAD 83(1992)-  31 40 14.83766(N)    087 19 33.53286(W)     ADJUSTED  
 AA8452* NAVD 88     -       108.1    (meters)     355.     (feet)  VERTCON   
 AA8452  ___________________________________________________________________
 AA8452  X           -     253,486.221 (meters)                     COMP
 AA8452  Y           -  -5,427,465.609 (meters)                     COMP
 AA8452  Z           -   3,329,460.788 (meters)                     COMP
 AA8452  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AA8452  ELLIP HEIGHT-          80.29  (meters)          (07/29/02) GPS OBS
 AA8452  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AA8452
 AA8452  HORZ ORDER  -  FIRST
 AA8452  ELLP ORDER  -  FOURTH    CLASS I
 AA8452
 AA8452.The horizontal coordinates were established by GPS observations
 AA8452.and adjusted by the National Geodetic Survey in September 1995..
 AA8452
 AA8452.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8452.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8452
 AA8452.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8452
 AA8452.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8452
 AA8452.The ellipsoidal height was determined by GPS observations
 AA8452.and is referenced to NAD 83.
 AA8452
 AA8452.The geoid height was determined by GEOID03.
 AA8452
 AA8452;                    North         East     Units Scale Factor Converg.
 AA8452;SPC AL W     -   185,235.549   616,500.962   MT  0.99993669   +0 05 28.9
 AA8452;UTM  16      - 3,503,992.152   469,099.736   MT  0.99961178   -0 10 16.2
 AA8452
 AA8452!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8452!SPC AL W     -   0.99998739  x   0.99993669  =   0.99992408
 AA8452!UTM  16      -   0.99998739  x   0.99961178  =   0.99959918
 AA8452
 AA8452                          SUPERSEDED SURVEY CONTROL
 AA8452
 AA8452  ELLIP H (09/29/95)   80.34   (m)                       GP(       ) 3 2
 AA8452  NGVD 29 (09/29/95)  108.1    (m)          355.     (f) GPS OBS        
 AA8452
 AA8452.Superseded values are not recommended for survey control.
 AA8452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8452.See file dsdata.txt to determine how the superseded data were derived.
 AA8452
 AA8452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA6910003992(NAD 83)
 AA8452_MARKER: DD = SURVEY DISK
 AA8452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8452_STAMPING: 50-31 1994
 AA8452_MARK LOGO: ALHD  
 AA8452_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8452+STABILITY: SURFACE MOTION
 AA8452_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8452+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8452
 AA8452  HISTORY     - Date     Condition        Report By
 AA8452  HISTORY     - 1994     MONUMENTED       ALHD
 AA8452
 AA8452                          STATION DESCRIPTION
 AA8452
 AA8452'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8452'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF A
 AA8452'COUNTY GRAVEL ROAD, ABOUT 8.05 MI (12.95 KM) SOUTHWEST OF BEATRICE AND
 AA8452'ABOUT 9.85 MI (15.85 KM) NORTH OF MONROEVILLE. TO REACH THE STATION
 AA8452'FROM THE JUNCTION OF ALA 21 NORTH AND ALA 47 NORTH (MILE POST 43.85
 AA8452'AHEAD = 43.30 BACK ON ALA 21 AND MILE POST 6.35 ON ALA 47) NEAR
 AA8452'MONROEVILLE, DRIVE NORTHEAST ON ALA 21 AND ALA 47 FOR 9.15 MI (14.73
 AA8452'KM) TO MILE POST 53.00 AND MONROE COUNTY ROAD NO. 42 ON THE LEFT IN
 AA8452'TUNNEL SPRINGS, TURN LEFT ON MONROE COUNTY ROAD NO. 42 AND DRIVE WEST,
 AA8452'NORTH, AND WEST FOR 0.90 MI (1.45 KM) TO A CROSS ROAD WITH A PAVED
 AA8452'COUNTY ROAD LEFT AND A GRAVEL ROAD RIGHT, TURN RIGHT ON THE GRAVEL
 AA8452'ROAD AND DRIVE NORTH FOR 1.45 MI (2.33 KM) TO A Y-INTERSECTION, BEAR
 AA8452'LEFT AND DRIVE NORTHWEST AND WEST FOR 4.65 MI (7.48 KM) TO THE STATION
 AA8452'ON THE RIGHT. THE STATION IS 22.0 FT (6.7 M) WEST-NORTHWEST OF THE
 AA8452'CENTER OF A COUNTY GRAVEL ROAD, 2.6 FT (0.8 M) SOUTHEAST OF A
 AA8452'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 50-30
 AA8452'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8453 ***********************************************************************
 AA8453  DESIGNATION -  50 32
 AA8453  PID         -  AA8453
 AA8453  STATE/COUNTY-  AL/MONROE
 AA8453  USGS QUAD   -  MONROEVILLE (1986)
 AA8453
 AA8453                         *CURRENT SURVEY CONTROL
 AA8453  ___________________________________________________________________
 AA8453* NAD 83(1992)-  31 33 53.84237(N)    087 21 10.24097(W)     ADJUSTED  
 AA8453* NAVD 88     -        39.6    (meters)     130.     (feet)  VERTCON   
 AA8453  ___________________________________________________________________
 AA8453  X           -     251,222.938 (meters)                     COMP
 AA8453  Y           -  -5,433,670.972 (meters)                     COMP
 AA8453  Z           -   3,319,431.979 (meters)                     COMP
 AA8453  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AA8453  ELLIP HEIGHT-          11.77  (meters)          (07/29/02) GPS OBS
 AA8453  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AA8453
 AA8453  HORZ ORDER  -  FIRST
 AA8453  ELLP ORDER  -  FOURTH    CLASS I
 AA8453
 AA8453.The horizontal coordinates were established by GPS observations
 AA8453.and adjusted by the National Geodetic Survey in September 1995..
 AA8453
 AA8453.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8453.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8453
 AA8453.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8453
 AA8453.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8453
 AA8453.The ellipsoidal height was determined by GPS observations
 AA8453.and is referenced to NAD 83.
 AA8453
 AA8453.The geoid height was determined by GEOID03.
 AA8453
 AA8453;                    North         East     Units Scale Factor Converg.
 AA8453;SPC AL W     -   173,497.895   613,969.495   MT  0.99993574   +0 04 37.3
 AA8453;UTM  16      - 3,492,269.995   466,515.432   MT  0.99961383   -0 11 04.9
 AA8453
 AA8453!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8453!SPC AL W     -   0.99999815  x   0.99993574  =   0.99993389
 AA8453!UTM  16      -   0.99999815  x   0.99961383  =   0.99961198
 AA8453
 AA8453:                Primary Azimuth Mark                     Grid Az
 AA8453:SPC AL W     -  50 33                                    322 06 29.2
 AA8453:UTM  16      -  50 33                                    322 22 11.4
 AA8453
 AA8453|---------------------------------------------------------------------|
 AA8453| PID    Reference Object                     Distance      Geod. Az  |
 AA8453|                                                           dddmmss.s |
 AA8453| AA8454 50 33                               APPROX. 0.5 KM 3221106.5 |
 AA8453|---------------------------------------------------------------------|
 AA8453
 AA8453                          SUPERSEDED SURVEY CONTROL
 AA8453
 AA8453  ELLIP H (09/29/95)   11.81   (m)                       GP(       ) 3 2
 AA8453  NGVD 29 (09/29/95)   39.6    (m)          130.     (f) GPS OBS        
 AA8453
 AA8453.Superseded values are not recommended for survey control.
 AA8453.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8453.See file dsdata.txt to determine how the superseded data were derived.
 AA8453
 AA8453_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6651592270(NAD 83)
 AA8453_MARKER: DD = SURVEY DISK
 AA8453_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8453_STAMPING: 50-32 1994
 AA8453_MARK LOGO: ALHD  
 AA8453_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8453_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8453+STABILITY: SURFACE MOTION
 AA8453_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8453+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 AA8453
 AA8453  HISTORY     - Date     Condition        Report By
 AA8453  HISTORY     - 1994     MONUMENTED       ALHD
 AA8453  HISTORY     - 20031204 GOOD             JCLS
 AA8453
 AA8453                          STATION DESCRIPTION
 AA8453
 AA8453'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8453'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA8453'OF ALA 41, ABOUT 3.10 MI (4.99 KM) NORTH-NORTHWEST OF MONROEVILLE AND
 AA8453'ABOUT 9.50 MI (15.29 KM) NORTH-NORTHEAST OF FRISCO CITY. TO REACH THE
 AA8453'STATION FROM THE JUNCTION OF ALA 41 NORTH AND ALA 47 NORTH (MILE POST
 AA8453'47.50 ON ALA 41 AND MILE POST 5.60 ON ALA 47) IN MONROEVILLE, DRIVE
 AA8453'NORTHWEST ON ALA 41 FOR 3.40 MI (5.47 KM) TO MILE POST 50.90 AND THE
 AA8453'STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M) NORTHEAST OF A HOG
 AA8453'WIRE FENCE ON RUSTY STEEL POSTS, 51.7 FT (15.8 M) SOUTHWEST OF THE
 AA8453'CENTERLINE OF ALA 41, 79.6 FT (24.3 M) NORTHWEST OF A CONCRETE RIGHT
 AA8453'OF WAY MARKER, 79.8 FT (24.3 M) NORTHWEST OF THE SOUTHWEST CROSS TIE
 AA8453'POST AT AN OFF SET IN THE FENCE LINE, 80.8 FT (24.6 M) WEST-NORTHWEST
 AA8453'OF A CONCRETE RIGHT OF WAY MARKER, 81.0 FT (24.7 M) WEST-NORTHWEST OF
 AA8453'THE NORTHEAST CROSS TIE POST AT AN OFF SET IN THE FENCE LINE, 104.6 FT
 AA8453'(31.9 M) SOUTHEAST OF THE SOUTHEAST ONE OF TWO CONNECTED CROSS TIE
 AA8453'POSTS IN THE FENCE LINE, 107.5 FT (32.8 M) SOUTH-SOUTHWEST OF JUNCTION
 AA8453'POWER POLE NO. Y 7293 WITH ONE GUY WIRE ACROSS THE ROAD, 3.2 FT (1.0
 AA8453'M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8453'GROUND. STATION 50-33 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA8453
 AA8453                          STATION RECOVERY (2003)
 AA8453
 AA8453'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA8453'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8454 ***********************************************************************
 AA8454  DESIGNATION -  50 33
 AA8454  PID         -  AA8454
 AA8454  STATE/COUNTY-  AL/MONROE
 AA8454  USGS QUAD   -  MONROEVILLE (1986)
 AA8454
 AA8454                         *CURRENT SURVEY CONTROL
 AA8454  ___________________________________________________________________
 AA8454* NAD 83(1992)-  31 34 07.69614(N)    087 21 22.79904(W)     ADJUSTED  
 AA8454* NAVD 88     -        56.6    (meters)     186.     (feet)  VERTCON   
 AA8454  ___________________________________________________________________
 AA8454  X           -     250,882.483 (meters)                     COMP
 AA8454  Y           -  -5,433,477.584 (meters)                     COMP
 AA8454  Z           -   3,319,804.429 (meters)                     COMP
 AA8454  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 AA8454  ELLIP HEIGHT-          28.76  (meters)          (07/29/02) GPS OBS
 AA8454  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AA8454
 AA8454  HORZ ORDER  -  FIRST
 AA8454  ELLP ORDER  -  FOURTH    CLASS I
 AA8454
 AA8454.The horizontal coordinates were established by GPS observations
 AA8454.and adjusted by the National Geodetic Survey in September 1995..
 AA8454
 AA8454.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8454
 AA8454.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8454
 AA8454.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8454
 AA8454.The ellipsoidal height was determined by GPS observations
 AA8454.and is referenced to NAD 83.
 AA8454
 AA8454.The geoid height was determined by GEOID03.
 AA8454
 AA8454;                    North         East     Units Scale Factor Converg.
 AA8454;SPC AL W     -   173,924.120   613,637.785   MT  0.99993563   +0 04 30.8
 AA8454;UTM  16      - 3,492,697.594   466,185.778   MT  0.99961410   -0 11 11.6
 AA8454
 AA8454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8454!SPC AL W     -   0.99999548  x   0.99993563  =   0.99993111
 AA8454!UTM  16      -   0.99999548  x   0.99961410  =   0.99960959
 AA8454
 AA8454:                Primary Azimuth Mark                     Grid Az
 AA8454:SPC AL W     -  50 32                                    142 06 29.1
 AA8454:UTM  16      -  50 32                                    142 22 11.5
 AA8454
 AA8454|---------------------------------------------------------------------|
 AA8454| PID    Reference Object                     Distance      Geod. Az  |
 AA8454|                                                           dddmmss.s |
 AA8454| AA8453 50 32                               APPROX. 0.5 KM 1421059.9 |
 AA8454|---------------------------------------------------------------------|
 AA8454
 AA8454                          SUPERSEDED SURVEY CONTROL
 AA8454
 AA8454  ELLIP H (09/29/95)   28.81   (m)                       GP(       ) 3 2
 AA8454  NGVD 29 (09/29/95)   56.6    (m)          186.     (f) GPS OBS        
 AA8454
 AA8454.Superseded values are not recommended for survey control.
 AA8454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8454.See file dsdata.txt to determine how the superseded data were derived.
 AA8454
 AA8454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6618692698(NAD 83)
 AA8454_MARKER: DD = SURVEY DISK
 AA8454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8454_STAMPING: 50-33 1994
 AA8454_MARK LOGO: ALHD  
 AA8454_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8454+STABILITY: SURFACE MOTION
 AA8454_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8454+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8454
 AA8454  HISTORY     - Date     Condition        Report By
 AA8454  HISTORY     - 1994     MONUMENTED       ALHD
 AA8454
 AA8454                          STATION DESCRIPTION
 AA8454
 AA8454'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8454'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA8454'OF ALA 41, ABOUT 3.55 MI (5.71 KM) NORTH-NORTHWEST OF MONROEVILLE AND
 AA8454'ABOUT 9.80 MI (15.77 KM) NORTH-NORTHEAST OF FRISCO CITY. TO REACH THE
 AA8454'STATION FROM THE JUNCTION OF ALA 41 NORTH AND ALA 47 NORTH (MILE POST
 AA8454'47.50 ON ALA 41 AND MILE POST 5.60 ON ALA 47) IN MONROEVILLE, DRIVE
 AA8454'NORTHWEST ON ALA 41 FOR 3.75 MI (6.03 KM) TO MILE POST 51.25 AND THE
 AA8454'STATION ON THE RIGHT. THE STATION IS 24.5 FT (7.5 M) NORTHWEST OF
 AA8454'TELEPHONE CABLE PEDESTAL NO. 2 7A 67D, 35.3 FT (10.8 M) NORTHEAST OF
 AA8454'THE CENTERLINE OF ALA 41, 43.0 FT (13.1 M) NORTHWEST OF TELEPHONE
 AA8454'CABLE PEDESTAL NO. 2 7A 67C, 13.3 FT (4.1 M) SOUTHWEST OF A CARSONITE
 AA8454'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 50-32 1994 MAY BE
 AA8454'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8455 ***********************************************************************
 AA8455  DESIGNATION -  50 34
 AA8455  PID         -  AA8455
 AA8455  STATE/COUNTY-  AL/MONROE
 AA8455  USGS QUAD   -  FLYNNS LAKE (1986)
 AA8455
 AA8455                         *CURRENT SURVEY CONTROL
 AA8455  ___________________________________________________________________
 AA8455* NAD 83(1992)-  31 28 17.37232(N)    087 31 36.28192(W)     ADJUSTED  
 AA8455* NAVD 88     -        52.5    (meters)     172.     (feet)  VERTCON   
 AA8455  ___________________________________________________________________
 AA8455  X           -     234,964.148 (meters)                     COMP
 AA8455  Y           -  -5,439,831.787 (meters)                     COMP
 AA8455  Z           -   3,310,604.317 (meters)                     COMP
 AA8455  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AA8455  ELLIP HEIGHT-          24.51  (meters)          (07/29/02) GPS OBS
 AA8455  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AA8455
 AA8455  HORZ ORDER  -  FIRST
 AA8455  ELLP ORDER  -  FOURTH    CLASS I
 AA8455
 AA8455.The horizontal coordinates were established by GPS observations
 AA8455.and adjusted by the National Geodetic Survey in September 1995..
 AA8455
 AA8455.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8455
 AA8455.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8455
 AA8455.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8455
 AA8455.The ellipsoidal height was determined by GPS observations
 AA8455.and is referenced to NAD 83.
 AA8455
 AA8455.The geoid height was determined by GEOID03.
 AA8455
 AA8455;                    North         East     Units Scale Factor Converg.
 AA8455;SPC AL W     -   163,126.375   597,458.564   MT  0.99993341   -0 00 50.3
 AA8455;UTM  16      - 3,481,977.123   449,962.527   MT  0.99963088   -0 16 30.0
 AA8455
 AA8455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8455!SPC AL W     -   0.99999615  x   0.99993341  =   0.99992956
 AA8455!UTM  16      -   0.99999615  x   0.99963088  =   0.99962703
 AA8455
 AA8455|---------------------------------------------------------------------|
 AA8455| PID    Reference Object                     Distance      Geod. Az  |
 AA8455|                                                           dddmmss.s |
 AA8455| AA8456 50 35                               375.984 METERS 01855     |
 AA8455|---------------------------------------------------------------------|
 AA8455
 AA8455                          SUPERSEDED SURVEY CONTROL
 AA8455
 AA8455  ELLIP H (09/29/95)   24.56   (m)                       GP(       ) 3 2
 AA8455  NGVD 29 (09/29/95)   52.5    (m)          172.     (f) GPS OBS        
 AA8455
 AA8455.Superseded values are not recommended for survey control.
 AA8455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8455.See file dsdata.txt to determine how the superseded data were derived.
 AA8455
 AA8455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4996381977(NAD 83)
 AA8455_MARKER: DD = SURVEY DISK
 AA8455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8455_STAMPING: 50-34 1994
 AA8455_MARK LOGO: ALHD  
 AA8455_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8455+STABILITY: SURFACE MOTION
 AA8455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8455+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8455
 AA8455  HISTORY     - Date     Condition        Report By
 AA8455  HISTORY     - 1994     MONUMENTED       ALHD
 AA8455
 AA8455                          STATION DESCRIPTION
 AA8455
 AA8455'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8455'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8455'MONROE COUNTY ROAD NO. 1, ABOUT 3.90 MI (6.28 KM) WEST-NORTHWEST OF
 AA8455'FRISCO CITY AND ABOUT 11.40 MI (18.35 KM) NORTH-NORTHWEST OF URIAH. TO
 AA8455'REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 21 (MILE POST
 AA8455'76.50 ON U.S. 84 AND MILE POST 38.20 ON ALA 21) ABOUT 4.65 MI (7.48
 AA8455'KM) SOUTH OF MONROEVILLE, DRIVE NORTHWEST ON U.S. 84 FOR 10.05 MI
 AA8455'(16.17 KM) TO MILE POST 66.45 AND MONROE COUNTY ROAD NO. 1 ON THE LEFT
 AA8455'AT PERDUE HILL, TURN LEFT ON MONROE COUNTY ROAD NO. 1 AND DRIVE
 AA8455'SOUTHWEST AND SOUTH FOR 4.00 MI (6.44 KM) TO THE STATION ON THE RIGHT.
 AA8455'THE STATION IS 2.9 FT (0.9 M) EAST-SOUTHEAST OF A FIVE STRAND BARBED
 AA8455'WIRE FENCE ON CONCRETE POSTS, 31.3 FT (9.5 M) SOUTH OF THE SOUTH ONE
 AA8455'OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 39.0 FT (11.9 M)
 AA8455'WEST-NORTHWEST OF THE CENTERLINE OF MONROE COUNTY ROAD NO. 1, 39.8 FT
 AA8455'(12.1 M) SOUTH OF JUNCTION AND TRANSFORMER POWER POLE NO. 4, 3.2 FT
 AA8455'(1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8455'GROUND. STATION 50-35 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8456 ***********************************************************************
 AA8456  DESIGNATION -  50 35
 AA8456  PID         -  AA8456
 AA8456  STATE/COUNTY-  AL/MONROE
 AA8456  USGS QUAD   -  FLYNNS LAKE (1986)
 AA8456
 AA8456                         *CURRENT SURVEY CONTROL
 AA8456  ___________________________________________________________________
 AA8456* NAD 83(1992)-  31 28 28.92010(N)    087 31 31.66280(W)     ADJUSTED  
 AA8456* NAVD 88     -        66.2    (meters)     217.     (feet)  VERTCON   
 AA8456  ___________________________________________________________________
 AA8456  X           -     235,078.455 (meters)                     COMP
 AA8456  Y           -  -5,439,652.670 (meters)                     COMP
 AA8456  Z           -   3,310,914.807 (meters)                     COMP
 AA8456  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AA8456  ELLIP HEIGHT-          38.20  (meters)          (07/29/02) GPS OBS
 AA8456  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AA8456
 AA8456  HORZ ORDER  -  FIRST
 AA8456  ELLP ORDER  -  FOURTH    CLASS I
 AA8456
 AA8456.The horizontal coordinates were established by GPS observations
 AA8456.and adjusted by the National Geodetic Survey in September 1995..
 AA8456
 AA8456.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8456
 AA8456.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8456
 AA8456.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8456
 AA8456.The ellipsoidal height was determined by GPS observations
 AA8456.and is referenced to NAD 83.
 AA8456
 AA8456.The geoid height was determined by GEOID03.
 AA8456
 AA8456;                    North         East     Units Scale Factor Converg.
 AA8456;SPC AL W     -   163,481.987   597,580.572   MT  0.99993341   -0 00 47.9
 AA8456;UTM  16      - 3,482,332.067   450,086.116   MT  0.99963073   -0 16 27.7
 AA8456
 AA8456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8456!SPC AL W     -   0.99999400  x   0.99993341  =   0.99992741
 AA8456!UTM  16      -   0.99999400  x   0.99963073  =   0.99962473
 AA8456
 AA8456|---------------------------------------------------------------------|
 AA8456| PID    Reference Object                     Distance      Geod. Az  |
 AA8456|                                                           dddmmss.s |
 AA8456| AA8455 50 34                               375.984 METERS 19855     |
 AA8456|---------------------------------------------------------------------|
 AA8456
 AA8456                          SUPERSEDED SURVEY CONTROL
 AA8456
 AA8456  ELLIP H (09/29/95)   38.25   (m)                       GP(       ) 3 2
 AA8456  NGVD 29 (09/29/95)   66.1    (m)          217.     (f) GPS OBS        
 AA8456
 AA8456.Superseded values are not recommended for survey control.
 AA8456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8456.See file dsdata.txt to determine how the superseded data were derived.
 AA8456
 AA8456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5008682332(NAD 83)
 AA8456_MARKER: DD = SURVEY DISK
 AA8456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8456_STAMPING: 50-35 1994
 AA8456_MARK LOGO: ALHD  
 AA8456_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8456+STABILITY: SURFACE MOTION
 AA8456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8456+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8456
 AA8456  HISTORY     - Date     Condition        Report By
 AA8456  HISTORY     - 1994     MONUMENTED       ALHD
 AA8456
 AA8456                          STATION DESCRIPTION
 AA8456
 AA8456'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8456'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8456'MONROE COUNTY ROAD NO. 1, ABOUT 3.90 MI (6.28 KM) WEST-NORTHWEST OF
 AA8456'FRISCO CITY AND ABOUT 11.65 MI (18.75 KM) NORTH-NORTHWEST OF URIAH. TO
 AA8456'REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 21 (MILE POST
 AA8456'76.50 ON U.S. 84 AND MILE POST 38.20 ON ALA 21) ABOUT 4.65 MI (7.48
 AA8456'KM) SOUTH OF MONROEVILLE, DRIVE NORTHWEST ON U.S. 84 FOR 10.05 MI
 AA8456'(16.17 KM) TO MILE POST 66.45 AND MONROE COUNTY ROAD NO. 1 ON THE LEFT
 AA8456'AT PERDUE HILL, TURN LEFT ON MONROE COUNTY ROAD NO. 1 AND DRIVE
 AA8456'SOUTHWEST AND SOUTH FOR 3.75 MI (6.03 KM) TO THE STATION ON THE RIGHT.
 AA8456'THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A FIVE STRAND BARBED
 AA8456'WIRE FENCE ON CONCRETE POSTS, 3.0 FT (0.9 M) WEST-NORTHWEST OF THE
 AA8456'CREST OF AN 8 FT (2.4 M) BACKSLOPE, 40.0 FT (12.2 M) WEST-NORTHWEST OF
 AA8456'THE CENTERLINE OF MONROE COUNTY ROAD NO. 1, 98.0 FT (29.9 M)
 AA8456'SOUTH-SOUTHWEST OF A POWER POLE WITH ONE GUY WIRE, 88.3 FT (26.9 M)
 AA8456'SOUTH OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE,
 AA8456'2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA8456'THE GROUND. STATION 50-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8456'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8457 ***********************************************************************
 AA8457  DESIGNATION -  50 36
 AA8457  PID         -  AA8457
 AA8457  STATE/COUNTY-  AL/MONROE
 AA8457  USGS QUAD   -  FRISCO CITY (1983)
 AA8457
 AA8457                         *CURRENT SURVEY CONTROL
 AA8457  ___________________________________________________________________
 AA8457* NAD 83(1992)-  31 27 44.57384(N)    087 25 48.93700(W)     ADJUSTED  
 AA8457* NAVD 88     -       125.4    (meters)     411.     (feet)  VERTCON   
 AA8457  ___________________________________________________________________
 AA8457  X           -     244,150.790 (meters)                     COMP
 AA8457  Y           -  -5,440,017.393 (meters)                     COMP
 AA8457  Z           -   3,309,780.799 (meters)                     COMP
 AA8457  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AA8457  ELLIP HEIGHT-          97.51  (meters)          (07/29/02) GPS OBS
 AA8457  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA8457
 AA8457  HORZ ORDER  -  FIRST
 AA8457  ELLP ORDER  -  FOURTH    CLASS I
 AA8457
 AA8457.The horizontal coordinates were established by GPS observations
 AA8457.and adjusted by the National Geodetic Survey in September 1995..
 AA8457
 AA8457.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8457.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8457
 AA8457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8457
 AA8457.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8457
 AA8457.The ellipsoidal height was determined by GPS observations
 AA8457.and is referenced to NAD 83.
 AA8457
 AA8457.The geoid height was determined by GEOID03.
 AA8457
 AA8457;                    North         East     Units Scale Factor Converg.
 AA8457;SPC AL W     -   162,118.068   606,627.646   MT  0.99993387   +0 02 11.0
 AA8457;UTM  16      - 3,480,927.380   459,124.098   MT  0.99962061   -0 13 28.5
 AA8457
 AA8457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8457!SPC AL W     -   0.99998469  x   0.99993387  =   0.99991856
 AA8457!UTM  16      -   0.99998469  x   0.99962061  =   0.99960530
 AA8457
 AA8457:                Primary Azimuth Mark                     Grid Az
 AA8457:SPC AL W     -  50 37                                    326 06 32.5
 AA8457:UTM  16      -  50 37                                    326 22 12.0
 AA8457
 AA8457|---------------------------------------------------------------------|
 AA8457| PID    Reference Object                     Distance      Geod. Az  |
 AA8457|                                                           dddmmss.s |
 AA8457| AA8458 50 37                               APPROX. 0.5 KM 3260843.5 |
 AA8457|---------------------------------------------------------------------|
 AA8457
 AA8457                          SUPERSEDED SURVEY CONTROL
 AA8457
 AA8457  ELLIP H (09/29/95)   97.56   (m)                       GP(       ) 3 2
 AA8457  NGVD 29 (09/29/95)  125.4    (m)          411.     (f) GPS OBS        
 AA8457
 AA8457.Superseded values are not recommended for survey control.
 AA8457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8457.See file dsdata.txt to determine how the superseded data were derived.
 AA8457
 AA8457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5912480927(NAD 83)
 AA8457_MARKER: DD = SURVEY DISK
 AA8457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8457_STAMPING: 50-36 1994
 AA8457_MARK LOGO: ALHD  
 AA8457_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8457+STABILITY: SURFACE MOTION
 AA8457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8457+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2005
 AA8457
 AA8457  HISTORY     - Date     Condition        Report By
 AA8457  HISTORY     - 1994     MONUMENTED       ALHD
 AA8457  HISTORY     - 20050901 GOOD             ALDOT
 AA8457
 AA8457                          STATION DESCRIPTION
 AA8457
 AA8457'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8457'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8457'MONROE COUNTY ROAD NO. 23, ABOUT 2.65 MI (4.26 KM) NORTHWEST OF FRISCO
 AA8457'CITY AND ABOUT 7.75 MI (12.47 KM) SOUTHWEST OF MONROEVILLE. TO REACH
 AA8457'THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 21 (MILE POST 76.50
 AA8457'ON U.S. 84 AND MILE POST 38.20 ON ALA 21) ABOUT 4.65 MI (7.48 KM)
 AA8457'SOUTH OF MONROEVILLE, DRIVE NORTHWEST ON U.S. 84 FOR 7.70 MI (12.39
 AA8457'KM) TO MILE POST 68.80 AND MONROE COUNTY ROAD NO. 23 ON THE LEFT, TURN
 AA8457'LEFT ON MONROE COUNTY ROAD NO. 23 AND DRIVE SOUTHEAST FOR 3.85 MI
 AA8457'(6.20 KM) TO THE STATION ON THE RIGHT. THE STATION IS 31.8 FT (9.7 M)
 AA8457'WEST-SOUTHWEST OF THE CENTERLINE OF MONROE COUNTY ROAD NO. 23, 91.2 FT
 AA8457'(27.8 M) WEST-NORTHWEST OF A SCHOOL BUS STOP AHEAD SIGN, 98.5 FT (30.0
 AA8457'M) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 2 43A, 1.8 FT (0.5 M)
 AA8457'EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8457'GROUND. STATION 50-37 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA8457
 AA8457                          STATION RECOVERY (2005)
 AA8457
 AA8457'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA8457'MARK IS 1.8 FEET EAST OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8458 ***********************************************************************
 AA8458  DESIGNATION -  50 37
 AA8458  PID         -  AA8458
 AA8458  STATE/COUNTY-  AL/MONROE
 AA8458  USGS QUAD   -  FRISCO CITY (1983)
 AA8458
 AA8458                         *CURRENT SURVEY CONTROL
 AA8458  ___________________________________________________________________
 AA8458* NAD 83(1992)-  31 27 59.40093(N)    087 26 00.54138(W)     ADJUSTED  
 AA8458* NAVD 88     -       126.3    (meters)     414.     (feet)  VERTCON   
 AA8458  ___________________________________________________________________
 AA8458  X           -     243,834.098 (meters)                     COMP
 AA8458  Y           -  -5,439,793.792 (meters)                     COMP
 AA8458  Z           -   3,310,170.813 (meters)                     COMP
 AA8458  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AA8458  ELLIP HEIGHT-          98.45  (meters)          (07/29/02) GPS OBS
 AA8458  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA8458
 AA8458  HORZ ORDER  -  FIRST
 AA8458  ELLP ORDER  -  FOURTH    CLASS I
 AA8458
 AA8458.The horizontal coordinates were established by GPS observations
 AA8458.and adjusted by the National Geodetic Survey in September 1995..
 AA8458
 AA8458.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8458
 AA8458.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8458
 AA8458.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8458
 AA8458.The ellipsoidal height was determined by GPS observations
 AA8458.and is referenced to NAD 83.
 AA8458
 AA8458.The geoid height was determined by GEOID03.
 AA8458
 AA8458;                    North         East     Units Scale Factor Converg.
 AA8458;SPC AL W     -   162,574.511   606,321.033   MT  0.99993383   +0 02 05.0
 AA8458;UTM  16      - 3,481,385.072   458,819.663   MT  0.99962092   -0 13 34.6
 AA8458
 AA8458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8458!SPC AL W     -   0.99998454  x   0.99993383  =   0.99991837
 AA8458!UTM  16      -   0.99998454  x   0.99962092  =   0.99960547
 AA8458
 AA8458:                Primary Azimuth Mark                     Grid Az
 AA8458:SPC AL W     -  50 36                                    146 06 32.5
 AA8458:UTM  16      -  50 36                                    146 22 12.1
 AA8458
 AA8458|---------------------------------------------------------------------|
 AA8458| PID    Reference Object                     Distance      Geod. Az  |
 AA8458|                                                           dddmmss.s |
 AA8458| AA8457 50 36                               APPROX. 0.5 KM 1460837.5 |
 AA8458|---------------------------------------------------------------------|
 AA8458
 AA8458                          SUPERSEDED SURVEY CONTROL
 AA8458
 AA8458  ELLIP H (09/29/95)   98.50   (m)                       GP(       ) 3 2
 AA8458  NGVD 29 (09/29/95)  126.3    (m)          414.     (f) GPS OBS        
 AA8458
 AA8458.Superseded values are not recommended for survey control.
 AA8458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8458.See file dsdata.txt to determine how the superseded data were derived.
 AA8458
 AA8458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5882081385(NAD 83)
 AA8458_MARKER: DD = SURVEY DISK
 AA8458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8458_STAMPING: 50-37 1994
 AA8458_MARK LOGO: ALHD  
 AA8458_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8458+STABILITY: SURFACE MOTION
 AA8458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8458+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8458
 AA8458  HISTORY     - Date     Condition        Report By
 AA8458  HISTORY     - 1994     MONUMENTED       ALHD
 AA8458
 AA8458                          STATION DESCRIPTION
 AA8458
 AA8458'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8458'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA8458'OF MONROE COUNTY ROAD NO. 23, ABOUT 3.00 MI (4.83 KM) NORTHWEST OF
 AA8458'FRISCO CITY AND ABOUT 7.70 MI (12.39 KM) SOUTHWEST OF MONROEVILLE. TO
 AA8458'REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 21 (MILE POST
 AA8458'76.50 ON U.S. 84 AND MILE POST 38.20 ON ALA 21) ABOUT 4.65 MI (7.48
 AA8458'KM) SOUTH OF MONROEVILLE, DRIVE NORTHWEST ON U.S. 84 FOR 7.70 MI
 AA8458'(12.39 KM) TO MILE POST 68.80 AND MONROE COUNTY ROAD NO. 23 ON THE
 AA8458'LEFT, TURN LEFT ON MONROE COUNTY ROAD NO. 23 AND DRIVE SOUTHEAST FOR
 AA8458'3.50 MI (5.63 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.4 FT
 AA8458'(1.0 M) SOUTHWEST OF TWO STRAND ELECTRIC FENCE ON WOOD POSTS, 27.5 FT
 AA8458'(8.4 M) NORTHEAST OF THE CENTERLINE OF MONROE COUNTY ROAD NO. 23, 44.7
 AA8458'FT (13.6 M) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCE, 64.0
 AA8458'FT (19.5 M) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 78.0 FT
 AA8458'(23.8 M) SOUTHEAST OF THE SOUTHEAST END OF AN EIGHTEEN-INCH CONCRETE
 AA8458'PIPE UNDER A GRAVEL DRIVEWAY, 3.0 FT (0.9 M) SOUTHWEST OF A CARSONITE
 AA8458'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 50-36 1994 MAY BE
 AA8458'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8459 ***********************************************************************
 AA8459  DESIGNATION -  50 38
 AA8459  PID         -  AA8459
 AA8459  STATE/COUNTY-  AL/MONROE
 AA8459  USGS QUAD   -  URIAH EAST (1986)
 AA8459
 AA8459                         *CURRENT SURVEY CONTROL
 AA8459  ___________________________________________________________________
 AA8459* NAD 83(1992)-  31 22 17.54033(N)    087 22 55.42472(W)     ADJUSTED  
 AA8459* NAVD 88     -       119.2    (meters)     391.     (feet)  VERTCON   
 AA8459  ___________________________________________________________________
 AA8459  X           -     248,966.478 (meters)                     COMP
 AA8459  Y           -  -5,445,049.663 (meters)                     COMP
 AA8459  Z           -   3,301,181.713 (meters)                     COMP
 AA8459  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AA8459  ELLIP HEIGHT-          91.24  (meters)          (07/29/02) GPS OBS
 AA8459  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AA8459
 AA8459  HORZ ORDER  -  FIRST
 AA8459  ELLP ORDER  -  FOURTH    CLASS I
 AA8459
 AA8459.The horizontal coordinates were established by GPS observations
 AA8459.and adjusted by the National Geodetic Survey in September 1995..
 AA8459
 AA8459.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8459
 AA8459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8459
 AA8459.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8459
 AA8459.The ellipsoidal height was determined by GPS observations
 AA8459.and is referenced to NAD 83.
 AA8459
 AA8459.The geoid height was determined by GEOID03.
 AA8459
 AA8459;                    North         East     Units Scale Factor Converg.
 AA8459;SPC AL W     -   152,050.316   611,218.890   MT  0.99993489   +0 03 41.0
 AA8459;UTM  16      - 3,470,842.035   463,668.062   MT  0.99961628   -0 11 56.0
 AA8459
 AA8459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8459!SPC AL W     -   0.99998567  x   0.99993489  =   0.99992056
 AA8459!UTM  16      -   0.99998567  x   0.99961628  =   0.99960196
 AA8459
 AA8459:                Primary Azimuth Mark                     Grid Az
 AA8459:SPC AL W     -  50 39                                    358 06 03.3
 AA8459:UTM  16      -  50 39                                    358 21 40.3
 AA8459
 AA8459|---------------------------------------------------------------------|
 AA8459| PID    Reference Object                     Distance      Geod. Az  |
 AA8459|                                                           dddmmss.s |
 AA8459| AA8460 50 39                               APPROX. 0.6 KM 3580944.3 |
 AA8459|---------------------------------------------------------------------|
 AA8459
 AA8459                          SUPERSEDED SURVEY CONTROL
 AA8459
 AA8459  ELLIP H (09/29/95)   91.31   (m)                       GP(       ) 3 2
 AA8459  NGVD 29 (09/29/95)  119.2    (m)          391.     (f) GPS OBS        
 AA8459
 AA8459.Superseded values are not recommended for survey control.
 AA8459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8459.See file dsdata.txt to determine how the superseded data were derived.
 AA8459
 AA8459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6366870842(NAD 83)
 AA8459_MARKER: DD = SURVEY DISK
 AA8459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8459_STAMPING: 50-38 1994
 AA8459_MARK LOGO: ALHD  
 AA8459_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8459+STABILITY: SURFACE MOTION
 AA8459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8459+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8459
 AA8459  HISTORY     - Date     Condition        Report By
 AA8459  HISTORY     - 1994     MONUMENTED       ALHD
 AA8459
 AA8459                          STATION DESCRIPTION
 AA8459
 AA8459'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8459'THE STATION IS LOCATED IN MONROE COUNTY ON THE EAST RIGHT OF WAY OF
 AA8459'MONROE COUNTY ROAD NO. 7, ABOUT 4.40 MI (7.08 KM) SOUTH-SOUTHEAST OF
 AA8459'FRISCO CITY AND ABOUT 4.55 FT (1.39 M) SOUTHWEST OF EXCEL. TO REACH
 AA8459'THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 21 (MILE POST 38.20
 AA8459'ON ALA 21 AND MILE POST 76.50 ON U.S. 84) ABOUT 4.65 MI (7.48 KM)
 AA8459'SOUTH OF MONROEVILLE, DRIVE SOUTHWEST ON ALA 21 FOR 4.45 MI (7.16 KM)
 AA8459'TO MILE POST 33.75 AND MONROE COUNTY ROAD NO. 18 ON THE LEFT IN FRISCO
 AA8459'CITY, TURN LEFT ON MONROE COUNTY ROAD NO. 18 AND DRIVE SOUTH AND
 AA8459'SOUTHEAST FOR 2.40 MI (3.86 KM) TO MONROE COUNTY ROAD NO. 7 ON THE
 AA8459'RIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 7 AND DRIVE SOUTH FOR 2.50
 AA8459'MI (4.02 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.3 FT (1.0 M)
 AA8459'NORTH OF TELEPHONE CABLE PEDESTAL NO. 2 59, 39.7 FT (12.1 M) EAST OF
 AA8459'THE CENTERLINE OF MONROE COUNTY ROAD NO. 7, 74.5 FT (22.7 M) EAST OF
 AA8459'TELEPHONE CABLE PEDESTAL NO. 2 59 - 1 ACROSS THE ROAD, 146.6 FT (44.7
 AA8459'M) EAST OF THE SOUTHEAST CORNER OF THE CAR PORT OF A BRICK HOUSE
 AA8459'ACROSS THE ROAD, 173.1 FT (52.8 M) EAST-SOUTHEAST OF THE NORTHEAST
 AA8459'CORNER OF A BRICK HOUSE ACROSS THE ROAD, 2.0 FT (0.6 M) WEST OF A
 AA8459'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 50-39
 AA8459'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8460 ***********************************************************************
 AA8460  DESIGNATION -  50 39
 AA8460  PID         -  AA8460
 AA8460  STATE/COUNTY-  AL/MONROE
 AA8460  USGS QUAD   -  FRISCO CITY (1983)
 AA8460
 AA8460                         *CURRENT SURVEY CONTROL
 AA8460  ___________________________________________________________________
 AA8460* NAD 83(1992)-  31 22 36.57409(N)    087 22 56.13652(W)     ADJUSTED  
 AA8460* NAVD 88     -       119.8    (meters)     393.     (feet)  VERTCON   
 AA8460  ___________________________________________________________________
 AA8460  X           -     248,933.771 (meters)                     COMP
 AA8460  Y           -  -5,444,746.131 (meters)                     COMP
 AA8460  Z           -   3,301,682.527 (meters)                     COMP
 AA8460  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AA8460  ELLIP HEIGHT-          91.82  (meters)          (07/29/02) GPS OBS
 AA8460  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AA8460
 AA8460  HORZ ORDER  -  FIRST
 AA8460  ELLP ORDER  -  FOURTH    CLASS I
 AA8460
 AA8460.The horizontal coordinates were established by GPS observations
 AA8460.and adjusted by the National Geodetic Survey in September 1995..
 AA8460
 AA8460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8460
 AA8460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8460
 AA8460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8460
 AA8460.The ellipsoidal height was determined by GPS observations
 AA8460.and is referenced to NAD 83.
 AA8460
 AA8460.The geoid height was determined by GEOID03.
 AA8460
 AA8460;                    North         East     Units Scale Factor Converg.
 AA8460;SPC AL W     -   152,636.476   611,199.455   MT  0.99993488   +0 03 40.7
 AA8460;UTM  16      - 3,471,428.090   463,651.295   MT  0.99961630   -0 11 56.5
 AA8460
 AA8460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8460!SPC AL W     -   0.99998558  x   0.99993488  =   0.99992046
 AA8460!UTM  16      -   0.99998558  x   0.99961630  =   0.99960189
 AA8460
 AA8460:                Primary Azimuth Mark                     Grid Az
 AA8460:SPC AL W     -  50 38                                    178 06 03.3
 AA8460:UTM  16      -  50 38                                    178 21 40.5
 AA8460
 AA8460|---------------------------------------------------------------------|
 AA8460| PID    Reference Object                     Distance      Geod. Az  |
 AA8460|                                                           dddmmss.s |
 AA8460| AA8459 50 38                               APPROX. 0.6 KM 1780944.0 |
 AA8460|---------------------------------------------------------------------|
 AA8460
 AA8460                          SUPERSEDED SURVEY CONTROL
 AA8460
 AA8460  ELLIP H (09/29/95)   91.90   (m)                       GP(       ) 3 2
 AA8460  NGVD 29 (09/29/95)  119.7    (m)          393.     (f) GPS OBS        
 AA8460
 AA8460.Superseded values are not recommended for survey control.
 AA8460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8460.See file dsdata.txt to determine how the superseded data were derived.
 AA8460
 AA8460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6365171428(NAD 83)
 AA8460_MARKER: DD = SURVEY DISK
 AA8460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8460_STAMPING: 50-39 1994
 AA8460_MARK LOGO: ALHD  
 AA8460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8460+STABILITY: SURFACE MOTION
 AA8460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8460+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8460
 AA8460  HISTORY     - Date     Condition        Report By
 AA8460  HISTORY     - 1994     MONUMENTED       ALHD
 AA8460
 AA8460                          STATION DESCRIPTION
 AA8460
 AA8460'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8460'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8460'MONROE COUNTY ROAD NO. 7, ABOUT 4.05 MI (6.52 KM) SOUTH-SOUTHEAST OF
 AA8460'FRISCO CITY AND ABOUT 4.30 FT (1.31 M) SOUTHWEST OF EXCEL. TO REACH
 AA8460'THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 21 (MILE POST 38.20
 AA8460'ON ALA 21 AND MILE POST 76.50 ON U.S. 84) ABOUT 4.65 MI (7.48 KM)
 AA8460'SOUTH OF MONROEVILLE, DRIVE SOUTHWEST ON ALA 21 FOR 4.45 MI (7.16 KM)
 AA8460'TO MILE POST 33.75 AND MONROE COUNTY ROAD NO. 18 ON THE LEFT IN FRISCO
 AA8460'CITY, TURN LEFT ON MONROE COUNTY ROAD NO. 18 AND DRIVE SOUTH AND
 AA8460'SOUTHEAST FOR 2.40 MI (3.86 KM) TO MONROE COUNTY ROAD NO. 7 ON THE
 AA8460'RIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 7 AND DRIVE SOUTH FOR 2.15
 AA8460'MI (3.46 KM) TO THE STATION ON THE RIGHT. THE STATION IS 32.4 FT (9.9
 AA8460'M) WEST OF THE CENTERLINE OF MONROE COUNTY ROAD NO. 7, 92.8 FT (28.3
 AA8460'M) SOUTH OF A JUNCTION POWER POLE WITH ONE GUY WIRE, 148.4 FT (45.2 M)
 AA8460'SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 2 56 ACROSS THE ROAD,
 AA8460'2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA8460'THE GROUND. STATION 50-38 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8460'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2116 ***********************************************************************
 BU2116  DESIGNATION -  50 4
 BU2116  PID         -  BU2116
 BU2116  STATE/COUNTY-  AL/MONROE
 BU2116  USGS QUAD   -  HYBART (1973)
 BU2116
 BU2116                         *CURRENT SURVEY CONTROL
 BU2116  ___________________________________________________________________
 BU2116* NAD 83(1992)-  31 46 44.51405(N)    087 29 46.87716(W)     ADJUSTED  
 BU2116* NAVD 88     -        55.5    (meters)     182.     (feet)  VERTCON   
 BU2116  ___________________________________________________________________
 BU2116  X           -     237,068.480 (meters)                     COMP
 BU2116  Y           -  -5,421,845.256 (meters)                     COMP
 BU2116  Z           -   3,339,642.050 (meters)                     COMP
 BU2116  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BU2116  ELLIP HEIGHT-          27.56  (meters)          (07/29/02) GPS OBS
 BU2116  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU2116
 BU2116  HORZ ORDER  -  FIRST
 BU2116  ELLP ORDER  -  FOURTH    CLASS I
 BU2116
 BU2116.The horizontal coordinates were established by GPS observations
 BU2116.and adjusted by the National Geodetic Survey in December 1992..
 BU2116
 BU2116.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2116
 BU2116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2116
 BU2116.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2116
 BU2116.The ellipsoidal height was determined by GPS observations
 BU2116.and is referenced to NAD 83.
 BU2116
 BU2116.The geoid height was determined by GEOID03.
 BU2116
 BU2116;                    North         East     Units Scale Factor Converg.
 BU2116;SPC AL W     -   197,223.848   600,345.250   MT  0.99993333   +0 00 06.9
 BU2116;UTM  16      - 3,516,050.656   453,004.286   MT  0.99962724   -0 15 41.1
 BU2116
 BU2116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2116!SPC AL W     -   0.99999567  x   0.99993333  =   0.99992900
 BU2116!UTM  16      -   0.99999567  x   0.99962724  =   0.99962291
 BU2116
 BU2116:                Primary Azimuth Mark                     Grid Az
 BU2116:SPC AL W     -  50 3                                     281 29 15.2
 BU2116:UTM  16      -  50 3                                     281 45 03.2
 BU2116
 BU2116|---------------------------------------------------------------------|
 BU2116| PID    Reference Object                     Distance      Geod. Az  |
 BU2116|                                                           dddmmss.s |
 BU2116| BU2097 50 3                                430.313 METERS 2812922.1 |
 BU2116|---------------------------------------------------------------------|
 BU2116
 BU2116                          SUPERSEDED SURVEY CONTROL
 BU2116
 BU2116  ELLIP H (12/04/92)   27.64   (m)                       GP(       ) 4 1
 BU2116  NAD 83(1986)-  31 46 44.52665(N)    087 29 46.87706(W) AD(       ) 1
 BU2116  NGVD 29 (12/04/92)   55.5    (m)          182.     (f) GPS OBS        
 BU2116
 BU2116.Superseded values are not recommended for survey control.
 BU2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2116.See file dsdata.txt to determine how the superseded data were derived.
 BU2116
 BU2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA5300416051(NAD 83)
 BU2116_MARKER: DD = SURVEY DISK
 BU2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2116_SP_SET: CONCRETE POST
 BU2116_STAMPING: 50-4 1990
 BU2116_MARK LOGO: ALHD  
 BU2116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2116+STABILITY: SURFACE MOTION
 BU2116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2116+SATELLITE: SATELLITE OBSERVATIONS - March 13, 1991
 BU2116
 BU2116  HISTORY     - Date     Condition        Report By
 BU2116  HISTORY     - 1990     MONUMENTED       ALHD
 BU2116  HISTORY     - 19910313 GOOD
 BU2116
 BU2116                          STATION DESCRIPTION
 BU2116
 BU2116'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2116'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF A
 BU2116'MONROE COUNTY PAVED ROAD, ABOUT 27.20 KM (16.90 MI) EAST - NORTHEAST
 BU2116'OF GROVE HILL AND ABOUT 27.84 KM (17.30 MI) WEST - NORTHWEST OF
 BU2116'BEATRICE.
 BU2116'TO REACH THE STATION FROM THE JUNCTION OF ALA 5 AND WILCOX COUNTY ROAD
 BU2116'NO. 27 (MILE POST 9.70 ON ALA 5) AT THE TRAFFIC LIGHT IN PINE HILL,
 BU2116'DRIVE SOUTHWEST ON WILCOX COUNTY ROAD NO. 27 0.32 KM (0.20 MI) TO
 BU2116'WILCOX COUNTY ROAD NO. 18 ON THE LEFT, TURN LEFT ON WILCOX COUNTY
 BU2116'ROAD NO. 18 AND DRIVE SOUTHEAST 0.48 KM (0.30 MI) TO WILCOX COUNTY
 BU2116'ROAD NO. 9 ON THE RIGHT, TURN RIGHT ON WILCOX COUNTY ROAD NO. 9 AND
 BU2116'DRIVE SOUTH 9.58 KM (5.95 MI) TO WILCOX COUNTY ROAD NO. 1 LEFT AND
 BU2116'RIGHT, TURN LEFT ON WILCOX COUNTY ROAD NO. 1 AND DRIVE SOUTH 7.56 KM
 BU2116'(4.70 MI) TO A PAVED CROSS ROAD AT LOWER PEACH TREE WITH WILCOX
 BU2116'COUNTY ROAD NO. 35 LEFT AND RIGHT, CONTINUE SOUTH ON WILCOX COUNTY
 BU2116'ROAD NO. 1 1.53 KM (0.95 MI) TO THE WILCOX - CLARKE COUNTY LINE,
 BU2116'CONTINUE SOUTH ON CLARKE COUNTY ROAD NO. 1 2.90 KM (1.80 MI) TO
 BU2116'CLARKE COUNTY ROAD NO. 40 ON THE LEFT, TURN LEFT ON CLARKE COUNTY
 BU2116'ROAD NO. 40 AND DRIVE EAST 1.37 KM (0.85 MI) TO THE CLARKE - MONROE
 BU2116'COUNTY LINE, CONTINUE EAST AND SOUTHEAST 3.46 KM (2.15 MI) TO THE
 BU2116'STATION ON THE LEFT.
 BU2116'THE STATION IS 0.85 M (2.79 FT) SOUTH OF A NEW FOUR STRAND BARBED WIRE
 BU2116'FENCE ON RED TOP STEEL POSTS, 9.57 M (31.40 FT) NORTH OF THE
 BU2116'CENTERLINE OF THE MONROE COUNTY PAVED ROAD, 44.68 M (146.59 FT) WEST
 BU2116'OF A FENCE CORNER AT A FIELD ROAD, 54.16 M (177.69 FT) WEST OF
 BU2116'TELEPHONE CABLE PEDESTAL NO. 87 ACROSS THE FIELD ROAD, 0.85 M
 BU2116'(2.79 FT) SOUTH - SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 BU2116'FLUSH WITH THE GROUND.
 BU2116'STATION 50-3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2116
 BU2116                          STATION RECOVERY (1991)
 BU2116
 BU2116'RECOVERED 1991
 BU2116'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8461 ***********************************************************************
 AA8461  DESIGNATION -  50 40
 AA8461  PID         -  AA8461
 AA8461  STATE/COUNTY-  AL/MONROE
 AA8461  USGS QUAD   -  FRISCO CITY (1983)
 AA8461
 AA8461                         *CURRENT SURVEY CONTROL
 AA8461  ___________________________________________________________________
 AA8461* NAD 83(1992)-  31 24 22.51183(N)    087 28 12.44727(W)     ADJUSTED  
 AA8461* NAVD 88     -       117.4    (meters)     385.     (feet)  VERTCON   
 AA8461  ___________________________________________________________________
 AA8461  X           -     240,508.758 (meters)                     COMP
 AA8461  Y           -  -5,443,421.535 (meters)                     COMP
 AA8461  Z           -   3,304,466.509 (meters)                     COMP
 AA8461  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AA8461  ELLIP HEIGHT-          89.42  (meters)          (07/29/02) GPS OBS
 AA8461  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AA8461
 AA8461  HORZ ORDER  -  FIRST
 AA8461  ELLP ORDER  -  FOURTH    CLASS I
 AA8461
 AA8461.The horizontal coordinates were established by GPS observations
 AA8461.and adjusted by the National Geodetic Survey in September 1995..
 AA8461
 AA8461.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8461
 AA8461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8461
 AA8461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8461
 AA8461.The ellipsoidal height was determined by GPS observations
 AA8461.and is referenced to NAD 83.
 AA8461
 AA8461.The geoid height was determined by GEOID03.
 AA8461
 AA8461;                    North         East     Units Scale Factor Converg.
 AA8461;SPC AL W     -   155,893.424   602,840.905   MT  0.99993343   +0 00 56.0
 AA8461;UTM  16      - 3,474,721.965   455,310.254   MT  0.99962463   -0 14 42.0
 AA8461
 AA8461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8461!SPC AL W     -   0.99998596  x   0.99993343  =   0.99991939
 AA8461!UTM  16      -   0.99998596  x   0.99962463  =   0.99961059
 AA8461
 AA8461|---------------------------------------------------------------------|
 AA8461| PID    Reference Object                     Distance      Geod. Az  |
 AA8461|                                                           dddmmss.s |
 AA8461| AA8462 50 41                               383.089 METERS 07032     |
 AA8461|---------------------------------------------------------------------|
 AA8461
 AA8461                          SUPERSEDED SURVEY CONTROL
 AA8461
 AA8461  ELLIP H (09/29/95)   89.47   (m)                       GP(       ) 3 2
 AA8461  NGVD 29 (09/29/95)  117.3    (m)          385.     (f) GPS OBS        
 AA8461
 AA8461.Superseded values are not recommended for survey control.
 AA8461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8461.See file dsdata.txt to determine how the superseded data were derived.
 AA8461
 AA8461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5531074722(NAD 83)
 AA8461_MARKER: DD = SURVEY DISK
 AA8461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8461_STAMPING: 50-40 1994
 AA8461_MARK LOGO: ALHD  
 AA8461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8461+STABILITY: SURFACE MOTION
 AA8461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8461+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8461
 AA8461  HISTORY     - Date     Condition        Report By
 AA8461  HISTORY     - 1994     MONUMENTED       ALHD
 AA8461
 AA8461                          STATION DESCRIPTION
 AA8461
 AA8461'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8461'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8461'MONROE COUNTY ROAD NO. 10, ABOUT 4.50 MI (7.24 KM) WEST-SOUTHWEST OF
 AA8461'FRISCO CITY AND ABOUT 7.15 FT (2.18 M) NORTH-NORTHEAST OF URIAH. TO
 AA8461'REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 21 (MILE POST
 AA8461'38.20 ON ALA 21 AND MILE POST 76.50 ON U.S. 84) ABOUT 4.65 MI (7.48
 AA8461'KM) SOUTH OF MONROEVILLE, DRIVE SOUTHWEST ON ALA 21 FOR 5.95 MI (9.58
 AA8461'KM) TO MILE POST 32.25 AND MONROE COUNTY ROAD NO. 10 ON THE RIGHT,
 AA8461'TURN RIGHT ON MONROE COUNTY ROAD NO. 10 AND DRIVE WEST FOR 3.00 MI
 AA8461'(4.83 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA8461'SOUTH-SOUTHEAST OF A HOG WIRE FENCE WITH THREE STRANDS OF BARBED WIRE
 AA8461'ON WOOD AND STEEL POSTS, 39.0 FT (11.9 M) NORTH-NORTHWEST OF THE
 AA8461'CENTER OF MONROE COUNTY ROAD 10, 91.3 FT (27.8 M) NORTH OF A FENCE
 AA8461'CORNER ACROSS THE ROAD, 97.7 FT (29.8 M) WEST-SOUTHWEST OF A POWER
 AA8461'POLE WITH ONE GUY WIRE, 116.8 FT (35.6 M) WEST-SOUTHWEST OF THE
 AA8461'SOUTHEAST CORNER OF THE FENCE AND THE SOUTH POST OF A METAL GATE,
 AA8461'131.2 FT (40.0 M) EAST-NORTHEAST OF THE EAST POST OF A METAL GATE,
 AA8461'134.0 FT (40.8 M) WEST-SOUTHWEST OF THE CENTER OF A GRAVEL FIELD ROAD,
 AA8461'139.0 FT (42.4 M) EAST-NORTHEAST OF THE CENTER OF A FIELD ROAD, 3.0 FT
 AA8461'(0.9 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8461'WITH THE GROUND. STATION 50-41 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8461'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8462 ***********************************************************************
 AA8462  DESIGNATION -  50 41
 AA8462  PID         -  AA8462
 AA8462  STATE/COUNTY-  AL/MONROE
 AA8462  USGS QUAD   -  FRISCO CITY (1983)
 AA8462
 AA8462                         *CURRENT SURVEY CONTROL
 AA8462  ___________________________________________________________________
 AA8462* NAD 83(1992)-  31 24 26.65557(N)    087 27 58.77335(W)     ADJUSTED  
 AA8462* NAVD 88     -       118.2    (meters)     388.     (feet)  VERTCON   
 AA8462  ___________________________________________________________________
 AA8462  X           -     240,866.711 (meters)                     COMP
 AA8462  Y           -  -5,443,339.887 (meters)                     COMP
 AA8462  Z           -   3,304,575.894 (meters)                     COMP
 AA8462  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AA8462  ELLIP HEIGHT-          90.30  (meters)          (07/29/02) GPS OBS
 AA8462  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AA8462
 AA8462  HORZ ORDER  -  FIRST
 AA8462  ELLP ORDER  -  FOURTH    CLASS I
 AA8462
 AA8462.The horizontal coordinates were established by GPS observations
 AA8462.and adjusted by the National Geodetic Survey in September 1995..
 AA8462
 AA8462.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8462
 AA8462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8462
 AA8462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8462
 AA8462.The ellipsoidal height was determined by GPS observations
 AA8462.and is referenced to NAD 83.
 AA8462
 AA8462.The geoid height was determined by GEOID03.
 AA8462
 AA8462;                    North         East     Units Scale Factor Converg.
 AA8462;SPC AL W     -   156,021.143   603,202.050   MT  0.99993346   +0 01 03.2
 AA8462;UTM  16      - 3,474,848.002   455,671.864   MT  0.99962424   -0 14 34.9
 AA8462
 AA8462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8462!SPC AL W     -   0.99998582  x   0.99993346  =   0.99991928
 AA8462!UTM  16      -   0.99998582  x   0.99962424  =   0.99961007
 AA8462
 AA8462|---------------------------------------------------------------------|
 AA8462| PID    Reference Object                     Distance      Geod. Az  |
 AA8462|                                                           dddmmss.s |
 AA8462| AA8461 50 40                               383.089 METERS 25032     |
 AA8462|---------------------------------------------------------------------|
 AA8462
 AA8462                          SUPERSEDED SURVEY CONTROL
 AA8462
 AA8462  ELLIP H (09/29/95)   90.36   (m)                       GP(       ) 3 2
 AA8462  NGVD 29 (09/29/95)  118.2    (m)          388.     (f) GPS OBS        
 AA8462
 AA8462.Superseded values are not recommended for survey control.
 AA8462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8462.See file dsdata.txt to determine how the superseded data were derived.
 AA8462
 AA8462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5567274848(NAD 83)
 AA8462_MARKER: DD = SURVEY DISK
 AA8462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8462_STAMPING: 50-41 1994
 AA8462_MARK LOGO: ALHD  
 AA8462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8462+STABILITY: SURFACE MOTION
 AA8462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8462+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8462
 AA8462  HISTORY     - Date     Condition        Report By
 AA8462  HISTORY     - 1994     MONUMENTED       ALHD
 AA8462
 AA8462                          STATION DESCRIPTION
 AA8462
 AA8462'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8462'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8462'MONROE COUNTY ROAD NO. 10, ABOUT 4.25 MI (6.84 KM) WEST-SOUTHWEST OF
 AA8462'FRISCO CITY AND ABOUT 7.25 FT (2.21 M) NORTH-NORTHEAST OF URIAH. TO
 AA8462'REACH THE STATION FROM THE JUNCTION OF U.S. 84 AND ALA 21 (MILE POST
 AA8462'38.20 ON ALA 21 AND MILE POST 76.50 ON U.S. 84) ABOUT 4.65 MI (7.48
 AA8462'KM) SOUTH OF MONROEVILLE, DRIVE SOUTHWEST ON ALA 21 FOR 5.95 MI (9.58
 AA8462'KM) TO MILE POST 32.25 AND MONROE COUNTY ROAD NO. 10 ON THE RIGHT,
 AA8462'TURN RIGHT ON MONROE COUNTY ROAD NO. 10 AND DRIVE WEST FOR 2.75 MI
 AA8462'(4.43 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.2 FT (1.0 M)
 AA8462'NORTH-NORTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA8462'POSTS, 37.9 FT (11.6 M) SOUTH-SOUTHEAST OF THE CENTER OF MONROE COUNTY
 AA8462'ROAD NO. 10, 79.0 FT (24.1 M) SOUTHWEST OF THE NORTHEAST CORNER OF THE
 AA8462'FENCE, 79.6 FT (24.3 M) SOUTHWEST OF A TELEPHONE SERVICE POLE, 113.1
 AA8462'FT (34.5 M) SOUTHWEST OF THE SOUTHWEST END OF A FIFTEEN-INCH CONCRETE
 AA8462'PIPE UNDER A LAWN AND DRIVE, 3.0 FT (0.9 M) NORTH-NORTHWEST OF A
 AA8462'CARSONITE WITNESS POST, AND SET 0.25 FT (7.62 CM) UNDERGROUND. STATION
 AA8462'50-40 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8463 ***********************************************************************
 AA8463  DESIGNATION -  50 42
 AA8463  PID         -  AA8463
 AA8463  STATE/COUNTY-  AL/MONROE
 AA8463  USGS QUAD   -  CARLTON (1984)
 AA8463
 AA8463                         *CURRENT SURVEY CONTROL
 AA8463  ___________________________________________________________________
 AA8463* NAD 83(1992)-  31 18 19.23235(N)    087 45 19.17347(W)     ADJUSTED  
 AA8463* NAVD 88     -        13.0    (meters)      43.     (feet)  VERTCON   
 AA8463  ___________________________________________________________________
 AA8463  X           -     213,634.649 (meters)                     COMP
 AA8463  Y           -  -5,450,279.473 (meters)                     COMP
 AA8463  Z           -   3,294,857.466 (meters)                     COMP
 AA8463  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 AA8463  ELLIP HEIGHT-         -15.29  (meters)          (07/29/02) GPS OBS
 AA8463  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AA8463
 AA8463  HORZ ORDER  -  FIRST
 AA8463  ELLP ORDER  -  FOURTH    CLASS I
 AA8463
 AA8463.The horizontal coordinates were established by GPS observations
 AA8463.and adjusted by the National Geodetic Survey in September 1995..
 AA8463
 AA8463.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8463
 AA8463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8463
 AA8463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8463
 AA8463.The ellipsoidal height was determined by GPS observations
 AA8463.and is referenced to NAD 83.
 AA8463
 AA8463.The geoid height was determined by GEOID03.
 AA8463
 AA8463;                    North         East     Units Scale Factor Converg.
 AA8463;SPC AL W     -   144,733.359   575,694.909   MT  0.99994062   -0 07 57.6
 AA8463;UTM  16      - 3,463,688.520   428,121.825   MT  0.99966372   -0 23 32.9
 AA8463
 AA8463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8463!SPC AL W     -   1.00000240  x   0.99994062  =   0.99994302
 AA8463!UTM  16      -   1.00000240  x   0.99966372  =   0.99966612
 AA8463
 AA8463:                Primary Azimuth Mark                     Grid Az
 AA8463:SPC AL W     -  50 43                                    089 18 16.8
 AA8463:UTM  16      -  50 43                                    089 33 52.1
 AA8463
 AA8463|---------------------------------------------------------------------|
 AA8463| PID    Reference Object                     Distance      Geod. Az  |
 AA8463|                                                           dddmmss.s |
 AA8463| AA8464 50 43                               457.587 METERS 0891019.2 |
 AA8463|---------------------------------------------------------------------|
 AA8463
 AA8463                          SUPERSEDED SURVEY CONTROL
 AA8463
 AA8463  ELLIP H (09/29/95)  -15.24   (m)                       GP(       ) 3 2
 AA8463  NGVD 29 (09/29/95)   12.9    (m)           42.     (f) GPS OBS        
 AA8463
 AA8463.Superseded values are not recommended for survey control.
 AA8463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8463.See file dsdata.txt to determine how the superseded data were derived.
 AA8463
 AA8463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2812263689(NAD 83)
 AA8463_MARKER: DD = SURVEY DISK
 AA8463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8463_STAMPING: 50-42 1994
 AA8463_MARK LOGO: ALHD  
 AA8463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8463+STABILITY: SURFACE MOTION
 AA8463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8463+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8463
 AA8463  HISTORY     - Date     Condition        Report By
 AA8463  HISTORY     - 1994     MONUMENTED       ALHD
 AA8463
 AA8463                          STATION DESCRIPTION
 AA8463
 AA8463'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8463'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA8463'COUNTY GRAVEL ROAD, ABOUT 2.70 MI (4.35 KM) WEST OF CHRYSLER AND ABOUT
 AA8463'5.25 MI (8.45 KM) SOUTHWEST OF ELISKA. TO REACH THE STATION FROM THE
 AA8463'JUNCTION OF ALA 21 AND ALA 59 (MILE POST 94.60 ON ALA 59 AND MILE POST
 AA8463'22.45 ON ALA 21) IN URIAH, DRIVE WEST ON ALA 59 FOR 12.45 MI (20.04
 AA8463'KM) TO MILE POST 82.15 AND A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON
 AA8463'THE GRAVEL ROAD AND DRIVE WEST FOR 3.30 MI (5.31 KM) TO THE STATION ON
 AA8463'THE RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED
 AA8463'WIRE FENCE ON TREATED WOOD POSTS, 20.0 FT (6.1 M) NORTH OF THE CENTER
 AA8463'OF A COUNTY GRAVEL ROAD, 73.0 FT (22.3 M) WEST-NORTHWEST OF A WATER
 AA8463'HYDRANT AND A STEEL FENCE POST ACROSS THE ROAD, 131.4 FT (40.1 M) WEST
 AA8463'OF A POWER POLE AND WATER HYDRANT ACROSS THE ROAD, 3.1 FT (0.9 M)
 AA8463'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8463'STATION 50-43 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8464 ***********************************************************************
 AA8464  DESIGNATION -  50 43
 AA8464  PID         -  AA8464
 AA8464  STATE/COUNTY-  AL/MONROE
 AA8464  USGS QUAD   -  CARLTON (1984)
 AA8464
 AA8464                         *CURRENT SURVEY CONTROL
 AA8464  ___________________________________________________________________
 AA8464* NAD 83(1992)-  31 18 19.44673(N)    087 45 01.87130(W)     ADJUSTED  
 AA8464* NAVD 88     -        12.3    (meters)      40.     (feet)  VERTCON   
 AA8464  ___________________________________________________________________
 AA8464  X           -     214,091.679 (meters)                     COMP
 AA8464  Y           -  -5,450,257.525 (meters)                     COMP
 AA8464  Z           -   3,294,862.754 (meters)                     COMP
 AA8464  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AA8464  ELLIP HEIGHT-         -15.97  (meters)          (07/29/02) GPS OBS
 AA8464  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 AA8464
 AA8464  HORZ ORDER  -  FIRST
 AA8464  ELLP ORDER  -  FOURTH    CLASS I
 AA8464
 AA8464.The horizontal coordinates were established by GPS observations
 AA8464.and adjusted by the National Geodetic Survey in September 1995..
 AA8464
 AA8464.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8464
 AA8464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8464
 AA8464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8464
 AA8464.The ellipsoidal height was determined by GPS observations
 AA8464.and is referenced to NAD 83.
 AA8464
 AA8464.The geoid height was determined by GEOID03.
 AA8464
 AA8464;                    North         East     Units Scale Factor Converg.
 AA8464;SPC AL W     -   144,738.912   576,152.436   MT  0.99994035   -0 07 48.6
 AA8464;UTM  16      - 3,463,691.997   428,579.245   MT  0.99966292   -0 23 24.0
 AA8464
 AA8464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8464!SPC AL W     -   1.00000251  x   0.99994035  =   0.99994286
 AA8464!UTM  16      -   1.00000251  x   0.99966292  =   0.99966543
 AA8464
 AA8464:                Primary Azimuth Mark                     Grid Az
 AA8464:SPC AL W     -  50 42                                    269 18 16.8
 AA8464:UTM  16      -  50 42                                    269 33 52.2
 AA8464
 AA8464|---------------------------------------------------------------------|
 AA8464| PID    Reference Object                     Distance      Geod. Az  |
 AA8464|                                                           dddmmss.s |
 AA8464| AA8463 50 42                               457.587 METERS 2691028.2 |
 AA8464|---------------------------------------------------------------------|
 AA8464
 AA8464                          SUPERSEDED SURVEY CONTROL
 AA8464
 AA8464  ELLIP H (09/29/95)  -15.93   (m)                       GP(       ) 3 2
 AA8464  NGVD 29 (09/29/95)   12.2    (m)           40.     (f) GPS OBS        
 AA8464
 AA8464.Superseded values are not recommended for survey control.
 AA8464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8464.See file dsdata.txt to determine how the superseded data were derived.
 AA8464
 AA8464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2857963692(NAD 83)
 AA8464_MARKER: DD = SURVEY DISK
 AA8464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8464_STAMPING: 50-43 1994
 AA8464_MARK LOGO: ALHD  
 AA8464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8464+STABILITY: SURFACE MOTION
 AA8464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8464+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8464
 AA8464  HISTORY     - Date     Condition        Report By
 AA8464  HISTORY     - 1994     MONUMENTED       ALHD
 AA8464
 AA8464                          STATION DESCRIPTION
 AA8464
 AA8464'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8464'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA8464'COUNTY GRAVEL ROAD, ABOUT 2.40 MI (3.86 KM) WEST OF CHRYSLER AND ABOUT
 AA8464'5.50 MI (8.85 KM) SOUTHWEST OF ELISKA. TO REACH THE STATION FROM THE
 AA8464'JUNCTION OF ALA 21 AND ALA 59 (MILE POST 94.60 ON ALA 59 AND MILE POST
 AA8464'22.45 ON ALA 21) IN URIAH, DRIVE WEST ON ALA 59 FOR 12.45 MI (20.04
 AA8464'KM) TO MILE POST 82.15 AND A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON
 AA8464'THE GRAVEL ROAD AND DRIVE WEST FOR 2.90 MI (4.67 KM) TO THE STATION ON
 AA8464'THE RIGHT. THE STATION IS 3.1 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED
 AA8464'WIRE FENCE ON TREATED WOOD POSTS, 21.5 FT (6.6 M) NORTH OF THE CENTER
 AA8464'OF A COUNTY GRAVEL ROAD, 182.0 FT (55.5 M) EAST-NORTHEAST OF A POWER
 AA8464'POLE ACROSS THE ROAD, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS
 AA8464'POST, AND SET FLUSH WITH THE GROUND. STATION 50-42 1994 MAY BE USED AS
 AA8464'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8465 ***********************************************************************
 AA8465  DESIGNATION -  50 44
 AA8465  PID         -  AA8465
 AA8465  STATE/COUNTY-  AL/MONROE
 AA8465  USGS QUAD   -  URIAH WEST (1981)
 AA8465
 AA8465                         *CURRENT SURVEY CONTROL
 AA8465  ___________________________________________________________________
 AA8465* NAD 83(1992)-  31 17 57.85052(N)    087 37 15.05676(W)     ADJUSTED  
 AA8465* NAVD 88     -        89.2    (meters)     293.     (feet)  VERTCON   
 AA8465  ___________________________________________________________________
 AA8465  X           -     226,443.115 (meters)                     COMP
 AA8465  Y           -  -5,450,170.066 (meters)                     COMP
 AA8465  Z           -   3,294,334.455 (meters)                     COMP
 AA8465  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AA8465  ELLIP HEIGHT-          61.05  (meters)          (07/29/02) GPS OBS
 AA8465  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AA8465
 AA8465  HORZ ORDER  -  FIRST
 AA8465  ELLP ORDER  -  FOURTH    CLASS I
 AA8465
 AA8465.The horizontal coordinates were established by GPS observations
 AA8465.and adjusted by the National Geodetic Survey in September 1995..
 AA8465
 AA8465.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8465
 AA8465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8465
 AA8465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8465
 AA8465.The ellipsoidal height was determined by GPS observations
 AA8465.and is referenced to NAD 83.
 AA8465
 AA8465.The geoid height was determined by GEOID03.
 AA8465
 AA8465;                    North         East     Units Scale Factor Converg.
 AA8465;SPC AL W     -   144,053.038   588,495.377   MT  0.99993497   -0 03 46.0
 AA8465;UTM  16      - 3,462,950.377   440,915.436   MT  0.99964306   -0 19 21.2
 AA8465
 AA8465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8465!SPC AL W     -   0.99999041  x   0.99993497  =   0.99992538
 AA8465!UTM  16      -   0.99999041  x   0.99964306  =   0.99963348
 AA8465
 AA8465                          SUPERSEDED SURVEY CONTROL
 AA8465
 AA8465  ELLIP H (09/29/95)   61.10   (m)                       GP(       ) 3 2
 AA8465  NGVD 29 (09/29/95)   89.2    (m)          293.     (f) GPS OBS        
 AA8465
 AA8465.Superseded values are not recommended for survey control.
 AA8465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8465.See file dsdata.txt to determine how the superseded data were derived.
 AA8465
 AA8465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4091562950(NAD 83)
 AA8465_MARKER: DD = SURVEY DISK
 AA8465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8465_STAMPING: 50-44 1994
 AA8465_MARK LOGO: ALHD  
 AA8465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8465+STABILITY: SURFACE MOTION
 AA8465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8465+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8465
 AA8465  HISTORY     - Date     Condition        Report By
 AA8465  HISTORY     - 1994     MONUMENTED       ALHD
 AA8465
 AA8465                          STATION DESCRIPTION
 AA8465
 AA8465'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8465'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8465'ALA 59, ABOUT 5.20 MI (8.37 KM) EAST OF CHRYSLER AND ABOUT 7.20 MI
 AA8465'(11.59 KM) WEST OF URIAH. TO REACH THE STATION FROM THE JUNCTION OF
 AA8465'ALA 21 AND ALA 59 (MILE POST 94.60 ON ALA 59 AND MILE POST 22.45 ON
 AA8465'ALA 21) IN URIAH, DRIVE WEST ON ALA 59 FOR 7.35 MI (11.83 KM) TO MILE
 AA8465'POST 87.25 AND THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M)
 AA8465'SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON SPLIT WOOD POSTS, 36.5 FT
 AA8465'(11.1 M) NORTH OF THE CENTERLINE OF ALA 59, 41.0 FT (12.5 M) EAST OF A
 AA8465'BRACED CROSS TIE IN THE FENCE LINE, 124.1 WEST OF AN ALA 59 SOUTH
 AA8465'SIGN, 163.8 FT (49.9 M) WEST OF THE WEST CROSS TIE POST OF A GAP IN
 AA8465'THE FENCE LINE, 172.7 FT (52.6 M) WEST-NORTHWEST OF A MONROE COUNTY 2
 AA8465'DIRECTIONAL SIGN, 186.7 FT (56.9 M) WEST OF AN ANGLE POWER POLE WITH
 AA8465'ONE GUY WIRE, 194.8 FT (59.4 M) WEST OF THE EAST CROSS TIE POST OF A
 AA8465'GAP IN THE FENCE LINE AND THE SOUTHEAST CORNER OF THE FENCE, 3.2 FT
 AA8465'(1.0 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8465'GROUND. STATION 50-45 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8466 ***********************************************************************
 AA8466  DESIGNATION -  50 45
 AA8466  PID         -  AA8466
 AA8466  STATE/COUNTY-  AL/MONROE
 AA8466  USGS QUAD   -  URIAH WEST (1981)
 AA8466
 AA8466                         *CURRENT SURVEY CONTROL
 AA8466  ___________________________________________________________________
 AA8466* NAD 83(1992)-  31 17 52.48692(N)    087 36 53.27736(W)     ADJUSTED  
 AA8466* NAVD 88     -        89.1    (meters)     292.     (feet)  VERTCON   
 AA8466  ___________________________________________________________________
 AA8466  X           -     227,022.161 (meters)                     COMP
 AA8466  Y           -  -5,450,231.749 (meters)                     COMP
 AA8466  Z           -   3,294,193.230 (meters)                     COMP
 AA8466  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA8466  ELLIP HEIGHT-          60.91  (meters)          (07/29/02) GPS OBS
 AA8466  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AA8466
 AA8466  HORZ ORDER  -  FIRST
 AA8466  ELLP ORDER  -  FOURTH    CLASS I
 AA8466
 AA8466.The horizontal coordinates were established by GPS observations
 AA8466.and adjusted by the National Geodetic Survey in September 1995..
 AA8466
 AA8466.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8466
 AA8466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8466
 AA8466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8466
 AA8466.The ellipsoidal height was determined by GPS observations
 AA8466.and is referenced to NAD 83.
 AA8466
 AA8466.The geoid height was determined by GEOID03.
 AA8466
 AA8466;                    North         East     Units Scale Factor Converg.
 AA8466;SPC AL W     -   143,887.243   589,071.139   MT  0.99993481   -0 03 34.7
 AA8466;UTM  16      - 3,462,782.022   441,490.272   MT  0.99964222   -0 19 09.8
 AA8466
 AA8466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8466!SPC AL W     -   0.99999044  x   0.99993481  =   0.99992525
 AA8466!UTM  16      -   0.99999044  x   0.99964222  =   0.99963266
 AA8466
 AA8466                          SUPERSEDED SURVEY CONTROL
 AA8466
 AA8466  ELLIP H (09/29/95)   60.96   (m)                       GP(       ) 3 2
 AA8466  NGVD 29 (09/29/95)   89.1    (m)          292.     (f) GPS OBS        
 AA8466
 AA8466.Superseded values are not recommended for survey control.
 AA8466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8466.See file dsdata.txt to determine how the superseded data were derived.
 AA8466
 AA8466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4149062782(NAD 83)
 AA8466_MARKER: DD = SURVEY DISK
 AA8466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8466_STAMPING: 50-45 1994
 AA8466_MARK LOGO: ALHD  
 AA8466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8466+STABILITY: SURFACE MOTION
 AA8466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8466+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8466
 AA8466  HISTORY     - Date     Condition        Report By
 AA8466  HISTORY     - 1994     MONUMENTED       ALHD
 AA8466
 AA8466                          STATION DESCRIPTION
 AA8466
 AA8466'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8466'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8466'ALA 59, ABOUT 5.55 MI (8.93 KM) EAST OF CHRYSLER AND ABOUT 6.80 MI
 AA8466'(10.94 KM) WEST OF URIAH. TO REACH THE STATION FROM THE JUNCTION OF
 AA8466'ALA 21 AND ALA 59 (MILE POST 94.60 ON ALA 59 AND MILE POST 22.45 ON
 AA8466'ALA 21) IN URIAH, DRIVE WEST ON ALA 59 FOR 6.95 MI (11.18 KM) TO MILE
 AA8466'POST 87.65 AND THE STATION ON THE RIGHT. THE STATION IS 31.6 FT (9.6
 AA8466'M) NORTH OF THE CENTERLINE OF ALA 59, 119.5 FT (36.4 M) WEST OF A
 AA8466'POWER POLE, 2.6 FT (0.8 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS
 AA8466'POST, AND SET FLUSH WITH THE GROUND. STATION 50-44 1994 MAY BE USED AS
 AA8466'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8467 ***********************************************************************
 AA8467  DESIGNATION -  50 46
 AA8467  PID         -  AA8467
 AA8467  STATE/COUNTY-  AL/MONROE
 AA8467  USGS QUAD   -  URIAH EAST (1986)
 AA8467
 AA8467                         *CURRENT SURVEY CONTROL
 AA8467  ___________________________________________________________________
 AA8467* NAD 83(1992)-  31 18 15.02273(N)    087 25 00.60874(W)     ADJUSTED  
 AA8467* NAVD 88     -       112.9    (meters)     370.     (feet)  VERTCON   
 AA8467  ___________________________________________________________________
 AA8467  X           -     245,836.617 (meters)                     COMP
 AA8467  Y           -  -5,449,075.069 (meters)                     COMP
 AA8467  Z           -   3,294,798.743 (meters)                     COMP
 AA8467  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 AA8467  ELLIP HEIGHT-          84.89  (meters)          (07/29/02) GPS OBS
 AA8467  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA8467
 AA8467  HORZ ORDER  -  FIRST
 AA8467  ELLP ORDER  -  FOURTH    CLASS I
 AA8467
 AA8467.The horizontal coordinates were established by GPS observations
 AA8467.and adjusted by the National Geodetic Survey in September 1995..
 AA8467
 AA8467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8467
 AA8467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8467
 AA8467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8467
 AA8467.The ellipsoidal height was determined by GPS observations
 AA8467.and is referenced to NAD 83.
 AA8467
 AA8467.The geoid height was determined by GEOID03.
 AA8467
 AA8467;                    North         East     Units Scale Factor Converg.
 AA8467;SPC AL W     -   144,578.564   607,916.690   MT  0.99993411   +0 02 35.6
 AA8467;UTM  16      - 3,463,387.708   460,333.041   MT  0.99961941   -0 12 59.7
 AA8467
 AA8467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8467!SPC AL W     -   0.99998667  x   0.99993411  =   0.99992078
 AA8467!UTM  16      -   0.99998667  x   0.99961941  =   0.99960609
 AA8467
 AA8467                          SUPERSEDED SURVEY CONTROL
 AA8467
 AA8467  ELLIP H (09/29/95)   84.97   (m)                       GP(       ) 3 2
 AA8467  NGVD 29 (09/29/95)  112.9    (m)          370.     (f) GPS OBS        
 AA8467
 AA8467.Superseded values are not recommended for survey control.
 AA8467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8467.See file dsdata.txt to determine how the superseded data were derived.
 AA8467
 AA8467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6033363388(NAD 83)
 AA8467_MARKER: DD = SURVEY DISK
 AA8467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8467_STAMPING: 50-46 1994
 AA8467_MARK LOGO: ALHD  
 AA8467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8467+STABILITY: SURFACE MOTION
 AA8467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8467+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8467
 AA8467  HISTORY     - Date     Condition        Report By
 AA8467  HISTORY     - 1994     MONUMENTED       ALHD
 AA8467
 AA8467                          STATION DESCRIPTION
 AA8467
 AA8467'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8467'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8467'MONROE COUNTY ROAD NO. 45, ABOUT 4.80 MI (7.72 KM) EAST OF URIAH AND
 AA8467'ABOUT 9.00 MI (14.48 KM) SOUTH OF FRISCO CITY. TO REACH THE STATION
 AA8467'FROM THE JUNCTION OF ALA 21 AND ALA 59 (MILE POST 22.45 ON ALA 21 AND
 AA8467'MILE POST 94.60 ON ALA 59) IN URIAH, DRIVE NORTHEAST ON ALA 21 FOR
 AA8467'3.90 MI (6.28 KM) TO MILE POST 26.35 AND MONROE COUNTY ROAD NO. 45 ON
 AA8467'THE RIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 45 AND DRIVE EAST FOR
 AA8467'2.05 MI (3.30 KM) TO A T-INTERSECTION WITH MONROE COUNTY ROAD NO. 7 ON
 AA8467'THE LEFT AND MONROE COUNTY ROAD NO. 45 ON THE RIGHT, TURN RIGHT ON
 AA8467'MONROE COUNTY ROAD NO. 45 AND DRIVE SOUTH FOR 2.40 MI (3.86 KM) TO THE
 AA8467'STATION ON THE RIGHT. THE STATION IS LOCATED IN LINE WITH AND 3 FT
 AA8467'(0.9 M) EAST OF THE EAST END OF A HEDGEROW LEADING WEST, 3.4 FT (1.0
 AA8467'M) EAST OF THE EAST END OF A THREE STRAND BARBED WIRE FENCE ON OLD
 AA8467'WOOD POSTS, 35.7 FT (10.9 M) WEST OF THE CENTERLINE OF MONROE COUNTY
 AA8467'ROAD NO. 45, 121.4 FT (37.0 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL
 AA8467'NO. 1 32R 17R 1 ACROSS THE ROAD, 123.8 FT (37.7 M) NORTHWEST OF A STOP
 AA8467'SIGN ACROSS THE ROAD, 126.0 FT (38.4 M) NORTH-NORTHWEST OF THE CENTER
 AA8467'OF THE INTERSECTION OF MONROE COUNTY ROAD NO. 45 AND A PAVED COUNTY
 AA8467'ROAD LEADING EAST, 136.0 FT (41.5 M) NORTH OF JUNCTION POWER POLE NO.
 AA8467'123, 136.0 FT (41.5 M) NORTH OF THE WEST POST OF AN ENON BAPTIST
 AA8467'CHURCH WELCOMES YOU SIGN, 3.4 FT (1.0 M) EAST OF A CARSONITE WITNESS
 AA8467'POST, AND SET FLUSH WITH THE GROUND. STATION 50-47 1994 MAY BE USED AS
 AA8467'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8468 ***********************************************************************
 AA8468  DESIGNATION -  50 47
 AA8468  PID         -  AA8468
 AA8468  STATE/COUNTY-  AL/MONROE
 AA8468  USGS QUAD   -  URIAH EAST (1986)
 AA8468
 AA8468                         *CURRENT SURVEY CONTROL
 AA8468  ___________________________________________________________________
 AA8468* NAD 83(1992)-  31 18 39.77325(N)    087 24 59.88744(W)     ADJUSTED  
 AA8468* NAVD 88     -       114.1    (meters)     374.     (feet)  VERTCON   
 AA8468  ___________________________________________________________________
 AA8468  X           -     245,837.863 (meters)                     COMP
 AA8468  Y           -  -5,448,679.492 (meters)                     COMP
 AA8468  Z           -   3,295,450.639 (meters)                     COMP
 AA8468  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AA8468  ELLIP HEIGHT-          86.05  (meters)          (07/29/02) GPS OBS
 AA8468  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA8468
 AA8468  HORZ ORDER  -  FIRST
 AA8468  ELLP ORDER  -  FOURTH    CLASS I
 AA8468
 AA8468.The horizontal coordinates were established by GPS observations
 AA8468.and adjusted by the National Geodetic Survey in September 1995..
 AA8468
 AA8468.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8468
 AA8468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8468
 AA8468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8468
 AA8468.The ellipsoidal height was determined by GPS observations
 AA8468.and is referenced to NAD 83.
 AA8468
 AA8468.The geoid height was determined by GEOID03.
 AA8468
 AA8468;                    North         East     Units Scale Factor Converg.
 AA8468;SPC AL W     -   145,340.808   607,935.187   MT  0.99993411   +0 02 36.0
 AA8468;UTM  16      - 3,464,149.620   460,354.987   MT  0.99961939   -0 12 59.5
 AA8468
 AA8468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8468!SPC AL W     -   0.99998649  x   0.99993411  =   0.99992060
 AA8468!UTM  16      -   0.99998649  x   0.99961939  =   0.99960588
 AA8468
 AA8468                          SUPERSEDED SURVEY CONTROL
 AA8468
 AA8468  ELLIP H (09/29/95)   86.13   (m)                       GP(       ) 3 2
 AA8468  NGVD 29 (09/29/95)  114.0    (m)          374.     (f) GPS OBS        
 AA8468
 AA8468.Superseded values are not recommended for survey control.
 AA8468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8468.See file dsdata.txt to determine how the superseded data were derived.
 AA8468
 AA8468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6035564150(NAD 83)
 AA8468_MARKER: DD = SURVEY DISK
 AA8468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8468_STAMPING: 50-47 1994
 AA8468_MARK LOGO: ALHD  
 AA8468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8468+STABILITY: SURFACE MOTION
 AA8468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8468+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8468
 AA8468  HISTORY     - Date     Condition        Report By
 AA8468  HISTORY     - 1994     MONUMENTED       ALHD
 AA8468
 AA8468                          STATION DESCRIPTION
 AA8468
 AA8468'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8468'THE STATION IS LOCATED IN MONROE COUNTY ON THE EAST RIGHT OF WAY OF
 AA8468'MONROE COUNTY ROAD NO. 45, ABOUT 4.90 MI (7.89 KM) EAST OF URIAH AND
 AA8468'ABOUT 8.50 MI (13.68 KM) SOUTH OF FRISCO CITY. TO REACH THE STATION
 AA8468'FROM THE JUNCTION OF ALA 21 AND ALA 59 (MILE POST 22.45 ON ALA 21 AND
 AA8468'MILE POST 94.60 ON ALA 59) IN URIAH, DRIVE NORTHEAST ON ALA 21 FOR
 AA8468'3.90 MI (6.28 KM) TO MILE POST 26.35 AND MONROE COUNTY ROAD NO. 45 ON
 AA8468'THE RIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 45 AND DRIVE EAST FOR
 AA8468'2.05 MI (3.30 KM) TO A T-INTERSECTION WITH MONROE COUNTY ROAD NO. 7 ON
 AA8468'THE LEFT AND MONROE COUNTY ROAD NO. 45 ON THE RIGHT, TURN RIGHT ON
 AA8468'MONROE COUNTY ROAD NO. 45 AND DRIVE SOUTH FOR 1.90 MI (3.06 KM) TO THE
 AA8468'STATION ON THE LEFT. THE STATION IS 2.9 FT (0.9 M) WEST OF A FIVE
 AA8468'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 10.7 FT (3.3 M)
 AA8468'SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE, 37.7 FT (11.5 M)
 AA8468'EAST OF THE CENTERLINE OF MONROE COUNTY ROAD NO. 45, 156.8 FT (47.8 M)
 AA8468'SOUTH OF TELEPHONE CABLE PEDESTAL NO. 1 32R 19, 159.8 FT (48.7 M)
 AA8468'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL BEIGE FRAME
 AA8468'BUILDING, 188.3 FT (57.4 M) SOUTH OF A POWER SERVICE POLE, 188.5 FT
 AA8468'(57.5 M) SOUTH OF AN 1831 SIGN, 208.0 FT (63.4 M) SOUTH OF THE CENTER
 AA8468'OF A GRAVEL DRIVEWAY, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST,
 AA8468'AND SET FLUSH WITH THE GROUND. STATION 50-46 1994 MAY BE USED AS AN
 AA8468'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8469 ***********************************************************************
 AA8469  DESIGNATION -  50 48
 AA8469  PID         -  AA8469
 AA8469  STATE/COUNTY-  AL/MONROE
 AA8469  USGS QUAD   -  CHRYSLER (1981)
 AA8469
 AA8469                         *CURRENT SURVEY CONTROL
 AA8469  ___________________________________________________________________
 AA8469* NAD 83(1992)-  31 21 45.16346(N)    087 38 46.94214(W)     ADJUSTED  
 AA8469* NAVD 88     -        44.2    (meters)     145.     (feet)  VERTCON   
 AA8469  ___________________________________________________________________
 AA8469  X           -     223,864.113 (meters)                     COMP
 AA8469  Y           -  -5,446,594.725 (meters)                     COMP
 AA8469  Z           -   3,300,291.155 (meters)                     COMP
 AA8469  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AA8469  ELLIP HEIGHT-          16.09  (meters)          (07/29/02) GPS OBS
 AA8469  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AA8469
 AA8469  HORZ ORDER  -  FIRST
 AA8469  ELLP ORDER  -  FOURTH    CLASS I
 AA8469
 AA8469.The horizontal coordinates were established by GPS observations
 AA8469.and adjusted by the National Geodetic Survey in September 1995..
 AA8469
 AA8469.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8469
 AA8469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8469
 AA8469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8469
 AA8469.The ellipsoidal height was determined by GPS observations
 AA8469.and is referenced to NAD 83.
 AA8469
 AA8469.The geoid height was determined by GEOID03.
 AA8469
 AA8469;                    North         East     Units Scale Factor Converg.
 AA8469;SPC AL W     -   151,056.459   586,074.860   MT  0.99993572   -0 04 34.2
 AA8469;UTM  16      - 3,469,962.672   438,527.419   MT  0.99964661   -0 20 11.1
 AA8469
 AA8469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8469!SPC AL W     -   0.99999747  x   0.99993572  =   0.99993319
 AA8469!UTM  16      -   0.99999747  x   0.99964661  =   0.99964408
 AA8469
 AA8469|---------------------------------------------------------------------|
 AA8469| PID    Reference Object                     Distance      Geod. Az  |
 AA8469|                                                           dddmmss.s |
 AA8469| AA8470 50 49                               380.218 METERS 08228     |
 AA8469|---------------------------------------------------------------------|
 AA8469
 AA8469                          SUPERSEDED SURVEY CONTROL
 AA8469
 AA8469  ELLIP H (09/29/95)   16.14   (m)                       GP(       ) 3 2
 AA8469  NGVD 29 (09/29/95)   44.2    (m)          145.     (f) GPS OBS        
 AA8469
 AA8469.Superseded values are not recommended for survey control.
 AA8469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8469.See file dsdata.txt to determine how the superseded data were derived.
 AA8469
 AA8469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3852769963(NAD 83)
 AA8469_MARKER: DD = SURVEY DISK
 AA8469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8469_STAMPING: 50-48 1994
 AA8469_MARK LOGO: ALHD  
 AA8469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8469+STABILITY: SURFACE MOTION
 AA8469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8469+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8469
 AA8469  HISTORY     - Date     Condition        Report By
 AA8469  HISTORY     - 1994     MONUMENTED       ALHD
 AA8469
 AA8469                          STATION DESCRIPTION
 AA8469
 AA8469'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8469'THE STATION IS LOCATED IN MONROE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8469'MONROE COUNTY ROAD NO. 1, ABOUT 5.55 MI (8.93 KM) NORTHEAST OF
 AA8469'CHRYSLER AND ABOUT 9.50 MI (15.29 KM) NORTHWEST OF URIAH. TO REACH THE
 AA8469'STATION FROM THE JUNCTION OF ALA 21 AND ALA 59 (MILE POST 94.60 ON ALA
 AA8469'59 AND MILE POST 22.45 ON ALA 21) IN URIAH, DRIVE WEST ON ALA 59 FOR
 AA8469'9.95 MI (16.01 KM) TO MILE POST 84.65 AND MONROE COUNTY ROAD NO. 1 ON
 AA8469'THE RIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 1 AND DRIVE NORTH FOR
 AA8469'3.30 MI (5.31 KM) TO A T-INTERSECTION WITH MONROE COUNTY ROAD NO. 8 ON
 AA8469'THE LEFT AND MONROE COUNTY ROAD NO. 1 ON THE RIGHT, TURN RIGHT ON
 AA8469'MONROE COUNTY ROAD NO. 1 AND DRIVE EAST AND NORTHEAST FOR 1.90 MI
 AA8469'(3.06 KM) TO THE STATION ON THE RIGHT. THE STATION IS 29.3 FT (8.9 M)
 AA8469'SOUTH OF CENTERLINE OF MONROE COUNTY ROAD NO. 1, 102.0 FT (31.1 M)
 AA8469'WEST OF THE CENTER OF A GRAVEL FIELD ROAD, 117.5 FT (35.8 M) WEST OF A
 AA8469'POWER POLE, 123.1 FT (37.5 M) WEST OF TELEPHONE CABLE PEDESTAL NO. 1
 AA8469'22L 16R 9A, 123.4 FT (37.6 M) EAST OF A POWER POLE, 2.1 FT (0.6 M)
 AA8469'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8469'STATION 50-49 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8470 ***********************************************************************
 AA8470  DESIGNATION -  50 49
 AA8470  PID         -  AA8470
 AA8470  STATE/COUNTY-  AL/MONROE
 AA8470  USGS QUAD   -  CHRYSLER (1981)
 AA8470
 AA8470                         *CURRENT SURVEY CONTROL
 AA8470  ___________________________________________________________________
 AA8470* NAD 83(1992)-  31 21 46.78082(N)    087 38 32.67922(W)     ADJUSTED  
 AA8470* NAVD 88     -        44.1    (meters)     145.     (feet)  VERTCON   
 AA8470  ___________________________________________________________________
 AA8470  X           -     224,239.666 (meters)                     COMP
 AA8470  Y           -  -5,446,553.227 (meters)                     COMP
 AA8470  Z           -   3,300,333.628 (meters)                     COMP
 AA8470  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AA8470  ELLIP HEIGHT-          15.97  (meters)          (07/29/02) GPS OBS
 AA8470  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AA8470
 AA8470  HORZ ORDER  -  FIRST
 AA8470  ELLP ORDER  -  FOURTH    CLASS I
 AA8470
 AA8470.The horizontal coordinates were established by GPS observations
 AA8470.and adjusted by the National Geodetic Survey in September 1995..
 AA8470
 AA8470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8470
 AA8470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8470
 AA8470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8470
 AA8470.The ellipsoidal height was determined by GPS observations
 AA8470.and is referenced to NAD 83.
 AA8470
 AA8470.The geoid height was determined by GEOID03.
 AA8470
 AA8470;                    North         East     Units Scale Factor Converg.
 AA8470;SPC AL W     -   151,105.775   586,451.842   MT  0.99993560   -0 04 26.8
 AA8470;UTM  16      - 3,470,010.260   438,904.511   MT  0.99964604   -0 20 03.7
 AA8470
 AA8470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8470!SPC AL W     -   0.99999749  x   0.99993560  =   0.99993309
 AA8470!UTM  16      -   0.99999749  x   0.99964604  =   0.99964353
 AA8470
 AA8470|---------------------------------------------------------------------|
 AA8470| PID    Reference Object                     Distance      Geod. Az  |
 AA8470|                                                           dddmmss.s |
 AA8470| AA8469 50 48                               380.218 METERS 26228     |
 AA8470|---------------------------------------------------------------------|
 AA8470
 AA8470                          SUPERSEDED SURVEY CONTROL
 AA8470
 AA8470  ELLIP H (09/29/95)   16.02   (m)                       GP(       ) 3 2
 AA8470  NGVD 29 (09/29/95)   44.1    (m)          145.     (f) GPS OBS        
 AA8470
 AA8470.Superseded values are not recommended for survey control.
 AA8470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8470.See file dsdata.txt to determine how the superseded data were derived.
 AA8470
 AA8470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3890570010(NAD 83)
 AA8470_MARKER: DD = SURVEY DISK
 AA8470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8470_STAMPING: 50-49 1994
 AA8470_MARK LOGO: ALHD  
 AA8470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8470+STABILITY: SURFACE MOTION
 AA8470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8470+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8470
 AA8470  HISTORY     - Date     Condition        Report By
 AA8470  HISTORY     - 1994     MONUMENTED       ALHD
 AA8470
 AA8470                          STATION DESCRIPTION
 AA8470
 AA8470'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8470'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8470'MONROE COUNTY ROAD NO. 1, ABOUT 5.70 MI (9.17 KM) NORTHEAST OF
 AA8470'CHRYSLER AND ABOUT 9.30 MI (14.97 KM) NORTHWEST OF URIAH. TO REACH THE
 AA8470'STATION FROM THE JUNCTION OF ALA 21 AND ALA 59 (MILE POST 94.60 ON ALA
 AA8470'59 AND MILE POST 22.45 ON ALA 21) IN URIAH, DRIVE WEST ON ALA 59 FOR
 AA8470'9.95 MI (16.01 KM) TO MILE POST 84.65 AND MONROE COUNTY ROAD NO. 1 ON
 AA8470'THE RIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 1 AND DRIVE NORTH FOR
 AA8470'3.30 MI (5.31 KM) TO A T-INTERSECTION WITH MONROE COUNTY ROAD NO. 8 ON
 AA8470'THE LEFT AND MONROE COUNTY ROAD NO. 1 ON THE RIGHT, TURN RIGHT ON
 AA8470'MONROE COUNTY ROAD NO. 1 AND DRIVE EAST AND NORTHEAST FOR 2.15 MI
 AA8470'(3.46 KM) TO THE STATION ON THE RIGHT. THE STATION IS 38.9 FT (11.9 M)
 AA8470'SOUTH OF THE CENTERLINE OF MONROE COUNTY ROAD NO. 1, 135.8 FT (41.4 M)
 AA8470'WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 1 22L 16R 11, 144.5 FT
 AA8470'(44.0 M) WEST OF AN ANGLE AND TRANSFORMER POWER POLE WITH ONE GUY
 AA8470'WIRE, 188.3 FT (57.4 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 AA8470'BRICK HOUSE, 2.2 FT (0.7 M) NORTH-NORTHWEST OF A CARSONITE WITNESS
 AA8470'POST, AND SET FLUSH WITH THE GROUND. STATION 50-48 1994 MAY BE USED AS
 AA8470'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2098 ***********************************************************************
 BU2098  DESIGNATION -  50 5
 BU2098  PID         -  BU2098
 BU2098  STATE/COUNTY-  AL/MONROE
 BU2098  USGS QUAD   -  NADAWAH (1981)
 BU2098
 BU2098                         *CURRENT SURVEY CONTROL
 BU2098  ___________________________________________________________________
 BU2098* NAD 83(1992)-  31 47 44.44916(N)    087 09 03.95081(W)     ADJUSTED  
 BU2098* NAVD 88     -        91.1    (meters)     299.     (feet)  VERTCON   
 BU2098  ___________________________________________________________________
 BU2098  X           -     269,688.534 (meters)                     COMP
 BU2098  Y           -  -5,419,377.513 (meters)                     COMP
 BU2098  Z           -   3,341,230.134 (meters)                     COMP
 BU2098  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 BU2098  ELLIP HEIGHT-          63.46  (meters)          (07/29/02) GPS OBS
 BU2098  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BU2098
 BU2098  HORZ ORDER  -  FIRST
 BU2098  ELLP ORDER  -  FOURTH    CLASS I
 BU2098
 BU2098.The horizontal coordinates were established by GPS observations
 BU2098.and adjusted by the National Geodetic Survey in December 1992..
 BU2098
 BU2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2098
 BU2098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2098
 BU2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2098
 BU2098.The ellipsoidal height was determined by GPS observations
 BU2098.and is referenced to NAD 83.
 BU2098
 BU2098.The geoid height was determined by GEOID03.
 BU2098
 BU2098;                    North         East     Units Scale Factor Converg.
 BU2098;SPC AL W     -   199,122.776   633,039.688   MT  0.99994679   +0 11 01.8
 BU2098;UTM  16      - 3,517,798.701   485,696.473   MT  0.99960252   -0 04 46.6
 BU2098
 BU2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2098!SPC AL W     -   0.99999004  x   0.99994679  =   0.99993683
 BU2098!UTM  16      -   0.99999004  x   0.99960252  =   0.99959256
 BU2098
 BU2098                          SUPERSEDED SURVEY CONTROL
 BU2098
 BU2098  ELLIP H (12/04/92)   63.52   (m)                       GP(       ) 4 1
 BU2098  NAD 83(1986)-  31 47 44.46216(N)    087 09 03.95460(W) AD(       ) 1
 BU2098  NGVD 29 (12/04/92)   91.1    (m)          299.     (f) GPS OBS        
 BU2098
 BU2098.Superseded values are not recommended for survey control.
 BU2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2098.See file dsdata.txt to determine how the superseded data were derived.
 BU2098
 BU2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA8569617799(NAD 83)
 BU2098_MARKER: DD = SURVEY DISK
 BU2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2098_SP_SET: CONCRETE POST
 BU2098_STAMPING: 50-5 1991
 BU2098_MARK LOGO: ALHD  
 BU2098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2098+STABILITY: SURFACE MOTION
 BU2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2098+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 BU2098
 BU2098  HISTORY     - Date     Condition        Report By
 BU2098  HISTORY     - 1991     MONUMENTED       ALHD
 BU2098  HISTORY     - 19920331 GOOD
 BU2098
 BU2098                          STATION DESCRIPTION
 BU2098
 BU2098'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2098'THE STATION IS LOCATED IN MONROE COUNTY ON PROPERTY OWNED BY MRS. ELVA
 BU2098'WATTS HUBBARD, ABOUT 5.60 MI (9.01 KM) NORTHEAST OF BEATRICE AND 9.90
 BU2098'MI (15.93 KM) EAST-SOUTHEAST OF VREDENBURGH.
 BU2098'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 21 (MILE POST
 BU2098'80.30 ON ALA 21 AND MILE POST 104.90 ON ALA 10) IN OAK HILL, DRIVE
 BU2098'SOUTH ON ALA 21 FOR 9.20 MI (14.81 KM) TO MILE POST 70.90 AND A
 BU2098'GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 BU2098'WEST-SOUTHWEST FOR 2.90 MI (4.67 KM) TO A T-INTERSECTION WITH A
 BU2098'GRAVEL ROAD, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE NORTHWEST FOR
 BU2098'1.70 MI (2.74 KM) TO A GRAVEL ROAD ON THE LEFT, CONTINUE NORTH FOR
 BU2098'0.40 MI (0.64 KM) TO A WOODS ROAD ON THE LEFT AT THE NORTH EDGE OF A
 BU2098'CLEAR CUT AREA, TURN LEFT ON THE WOODS ROAD AND DRIVE WEST FOR 0.30
 BU2098'MI (0.48 KM) TO A Y-INTERSECTION, BEAR LEFT AND DRIVE WEST FOR 0.05
 BU2098'MI (0.08 KM) TO THE STATION ON THE LEFT.
 BU2098'THE STATION IS 25.0 FT (7.6 M) SOUTH-SOUTHEAST OF THE CENTER OF THE
 BU2098'WOODS ROAD, AND APPROXIMATELY 100 YARDS SOUTHEAST OF THE NORTHWEST
 BU2098'CORNER OF THE CLEAR CUT AREA, 1.8 FT (0.5 M) NORTH-NORTHWEST OF A
 BU2098'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2098'STATION 50-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2098
 BU2098                          STATION RECOVERY (1992)
 BU2098
 BU2098'RECOVERED 1992
 BU2098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8471 ***********************************************************************
 AA8471  DESIGNATION -  50 50
 AA8471  PID         -  AA8471
 AA8471  STATE/COUNTY-  AL/MONROE
 AA8471  USGS QUAD   -  FLYNNS LAKE (1986)
 AA8471
 AA8471                         *CURRENT SURVEY CONTROL
 AA8471  ___________________________________________________________________
 AA8471* NAD 83(1992)-  31 22 31.93235(N)    087 35 01.26378(W)     ADJUSTED  
 AA8471* NAVD 88     -        53.2    (meters)     175.     (feet)  VERTCON   
 AA8471  ___________________________________________________________________
 AA8471  X           -     229,791.918 (meters)                     COMP
 AA8471  Y           -  -5,445,605.121 (meters)                     COMP
 AA8471  Z           -   3,301,525.764 (meters)                     COMP
 AA8471  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AA8471  ELLIP HEIGHT-          25.16  (meters)          (07/29/02) GPS OBS
 AA8471  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA8471
 AA8471  HORZ ORDER  -  FIRST
 AA8471  ELLP ORDER  -  FOURTH    CLASS I
 AA8471
 AA8471.The horizontal coordinates were established by GPS observations
 AA8471.and adjusted by the National Geodetic Survey in September 1995..
 AA8471
 AA8471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8471
 AA8471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8471
 AA8471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8471
 AA8471.The ellipsoidal height was determined by GPS observations
 AA8471.and is referenced to NAD 83.
 AA8471
 AA8471.The geoid height was determined by GEOID03.
 AA8471
 AA8471;                    North         East     Units Scale Factor Converg.
 AA8471;SPC AL W     -   152,490.560   592,039.806   MT  0.99993411   -0 02 36.9
 AA8471;UTM  16      - 3,471,369.248   444,497.070   MT  0.99963800   -0 18 14.0
 AA8471
 AA8471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8471!SPC AL W     -   0.99999605  x   0.99993411  =   0.99993016
 AA8471!UTM  16      -   0.99999605  x   0.99963800  =   0.99963405
 AA8471
 AA8471:                Primary Azimuth Mark                     Grid Az
 AA8471:SPC AL W     -  50 51                                    035 13 01.9
 AA8471:UTM  16      -  50 51                                    035 28 39.0
 AA8471
 AA8471|---------------------------------------------------------------------|
 AA8471| PID    Reference Object                     Distance      Geod. Az  |
 AA8471|                                                           dddmmss.s |
 AA8471| AA8472 50 51                               492.141 METERS 0351025.0 |
 AA8471|---------------------------------------------------------------------|
 AA8471
 AA8471                          SUPERSEDED SURVEY CONTROL
 AA8471
 AA8471  ELLIP H (09/29/95)   25.21   (m)                       GP(       ) 3 2
 AA8471  NGVD 29 (09/29/95)   53.2    (m)          175.     (f) GPS OBS        
 AA8471
 AA8471.Superseded values are not recommended for survey control.
 AA8471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8471.See file dsdata.txt to determine how the superseded data were derived.
 AA8471
 AA8471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4449771369(NAD 83)
 AA8471_MARKER: DD = SURVEY DISK
 AA8471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8471_STAMPING: 50-50 1994
 AA8471_MARK LOGO: ALHD  
 AA8471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8471+STABILITY: SURFACE MOTION
 AA8471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8471+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8471
 AA8471  HISTORY     - Date     Condition        Report By
 AA8471  HISTORY     - 1994     MONUMENTED       ALHD
 AA8471
 AA8471                          STATION DESCRIPTION
 AA8471
 AA8471'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8471'THE STATION IS LOCATED IN MONROE COUNTY ON THE EAST RIGHT OF WAY OF
 AA8471'MONROE COUNTY ROAD NO. 1, ABOUT 6.90 MI (11.10 KM) NORTHWEST OF URIAH
 AA8471'AND ABOUT 11.45 MI (18.43 KM) WEST-SOUTHWEST OF FRISCO CITY. TO REACH
 AA8471'THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 59 (MILE POST 94.60 ON
 AA8471'ALA 59 AND MILE POST 22.45 ON ALA 21) IN URIAH, DRIVE WEST ON ALA 59
 AA8471'FOR 9.95 MI (16.01 KM) TO MILE POST 84.65 AND MONROE COUNTY ROAD NO. 1
 AA8471'ON THE RIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 1 AND DRIVE NORTH
 AA8471'FOR 3.30 MI (5.31 KM) TO A T-INTERSECTION WITH MONROE COUNTY ROAD NO.
 AA8471'8 ON THE LEFT AND MONROE COUNTY ROAD NO. 1 ON THE RIGHT, TURN RIGHT ON
 AA8471'MONROE COUNTY ROAD NO. 1 AND DRIVE EAST AND NORTHEAST FOR 6.10 MI
 AA8471'(9.82 KM) TO THE STATION ON THE RIGHT. THE STATION IS 33.8 FT (10.3 M)
 AA8471'EAST-SOUTHEAST OF THE CENTERLINE OF MONROE COUNTY ROAD NO. 1, 58.0 FT
 AA8471'(17.7 M) SOUTHWEST OF THE CENTER OF A FIELD ROAD, 2.1 FT (0.6 M)
 AA8471'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8471'STATION 50-51 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8472 ***********************************************************************
 AA8472  DESIGNATION -  50 51
 AA8472  PID         -  AA8472
 AA8472  STATE/COUNTY-  AL/MONROE
 AA8472  USGS QUAD   -  FLYNNS LAKE (1986)
 AA8472
 AA8472                         *CURRENT SURVEY CONTROL
 AA8472  ___________________________________________________________________
 AA8472* NAD 83(1992)-  31 22 44.99377(N)    087 34 50.53463(W)     ADJUSTED  
 AA8472* NAVD 88     -        58.7    (meters)     193.     (feet)  VERTCON   
 AA8472  ___________________________________________________________________
 AA8472  X           -     230,066.535 (meters)                     COMP
 AA8472  Y           -  -5,445,388.583 (meters)                     COMP
 AA8472  Z           -   3,301,872.076 (meters)                     COMP
 AA8472  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA8472  ELLIP HEIGHT-          30.66  (meters)          (07/29/02) GPS OBS
 AA8472  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AA8472
 AA8472  HORZ ORDER  -  FIRST
 AA8472  ELLP ORDER  -  FOURTH    CLASS I
 AA8472
 AA8472.The horizontal coordinates were established by GPS observations
 AA8472.and adjusted by the National Geodetic Survey in September 1995..
 AA8472
 AA8472.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8472
 AA8472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8472
 AA8472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8472
 AA8472.The ellipsoidal height was determined by GPS observations
 AA8472.and is referenced to NAD 83.
 AA8472
 AA8472.The geoid height was determined by GEOID03.
 AA8472
 AA8472;                    North         East     Units Scale Factor Converg.
 AA8472;SPC AL W     -   152,892.599   592,323.594   MT  0.99993406   -0 02 31.3
 AA8472;UTM  16      - 3,471,769.875   444,782.597   MT  0.99963761   -0 18 08.6
 AA8472
 AA8472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8472!SPC AL W     -   0.99999519  x   0.99993406  =   0.99992925
 AA8472!UTM  16      -   0.99999519  x   0.99963761  =   0.99963280
 AA8472
 AA8472:                Primary Azimuth Mark                     Grid Az
 AA8472:SPC AL W     -  50 50                                    215 13 01.9
 AA8472:UTM  16      -  50 50                                    215 28 39.2
 AA8472
 AA8472|---------------------------------------------------------------------|
 AA8472| PID    Reference Object                     Distance      Geod. Az  |
 AA8472|                                                           dddmmss.s |
 AA8472| AA8471 50 50                               492.141 METERS 2151030.6 |
 AA8472|---------------------------------------------------------------------|
 AA8472
 AA8472                          SUPERSEDED SURVEY CONTROL
 AA8472
 AA8472  ELLIP H (09/29/95)   30.71   (m)                       GP(       ) 3 2
 AA8472  NGVD 29 (09/29/95)   58.7    (m)          193.     (f) GPS OBS        
 AA8472
 AA8472.Superseded values are not recommended for survey control.
 AA8472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8472.See file dsdata.txt to determine how the superseded data were derived.
 AA8472
 AA8472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4478371770(NAD 83)
 AA8472_MARKER: DD = SURVEY DISK
 AA8472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8472_STAMPING: 50-51 1994
 AA8472_MARK LOGO: ALHD  
 AA8472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8472+STABILITY: SURFACE MOTION
 AA8472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8472+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8472
 AA8472  HISTORY     - Date     Condition        Report By
 AA8472  HISTORY     - 1994     MONUMENTED       ALHD
 AA8472
 AA8472                          STATION DESCRIPTION
 AA8472
 AA8472'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8472'THE STATION IS LOCATED IN MONROE COUNTY ON THE EAST RIGHT OF WAY OF
 AA8472'MONROE COUNTY ROAD NO. 1, ABOUT 6.95 MI (11.18 KM) NORTHWEST OF URIAH
 AA8472'AND ABOUT 11.15 MI (17.94 KM) WEST-SOUTHWEST OF FRISCO CITY. TO REACH
 AA8472'THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 59 (MILE POST 94.60 ON
 AA8472'ALA 59 AND MILE POST 22.45 ON ALA 21) IN URIAH, DRIVE WEST ON ALA 59
 AA8472'FOR 9.95 MI (16.01 KM) TO MILE POST 84.65 AND MONROE COUNTY ROAD NO. 1
 AA8472'ON THE RIGHT, TURN RIGHT ON MONROE COUNTY ROAD NO. 1 AND DRIVE NORTH
 AA8472'FOR 3.30 MI (5.31 KM) TO A T-INTERSECTION WITH MONROE COUNTY ROAD NO.
 AA8472'8 ON THE LEFT AND MONROE COUNTY ROAD NO. 1 ON THE RIGHT, TURN RIGHT ON
 AA8472'MONROE COUNTY ROAD NO. 1 AND DRIVE EAST AND NORTHEAST FOR 6.40 MI
 AA8472'(10.30 KM) TO THE STATION ON THE RIGHT. THE STATION IS 14.6 FT (4.5 M)
 AA8472'SOUTH-SOUTHEAST OF THE SOUTH END OF AN EIGHTEEN-INCH CONCRETE PIPE
 AA8472'UNDER A GRAVEL DRIVEWAY, 20.3 FT (6.2 M) EAST OF GPS POINT NO. 64,
 AA8472'23.0 FT (7.0 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA8472'39.8 FT (12.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF MONROE COUNTY
 AA8472'ROAD NO. 1, 43.9 FT (13.4 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE
 AA8472'PEDESTAL NO. 1 3L 45L 3A, 44.7 FT (13.6 M) SOUTH-SOUTHWEST OF THE
 AA8472'SOUTH END OF A HOG WIRE FENCE, 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE
 AA8472'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 50-50 1994 MAY BE
 AA8472'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8473 ***********************************************************************
 AA8473  DESIGNATION -  50 52
 AA8473  PID         -  AA8473
 AA8473  STATE/COUNTY-  AL/MONROE
 AA8473  USGS QUAD   -  BURNT CORN (1971)
 AA8473
 AA8473                         *CURRENT SURVEY CONTROL
 AA8473  ___________________________________________________________________
 AA8473* NAD 83(1992)-  31 32 06.84882(N)    087 10 03.66984(W)     ADJUSTED  
 AA8473* NAVD 88     -       137.1    (meters)     450.     (feet)  VERTCON   
 AA8473  ___________________________________________________________________
 AA8473  X           -     268,870.508 (meters)                     COMP
 AA8473  Y           -  -5,434,635.937 (meters)                     COMP
 AA8473  Z           -   3,316,674.720 (meters)                     COMP
 AA8473  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AA8473  ELLIP HEIGHT-         109.29  (meters)          (07/29/02) GPS OBS
 AA8473  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AA8473
 AA8473  HORZ ORDER  -  FIRST
 AA8473  ELLP ORDER  -  FOURTH    CLASS I
 AA8473
 AA8473.The horizontal coordinates were established by GPS observations
 AA8473.and adjusted by the National Geodetic Survey in September 1995..
 AA8473
 AA8473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8473
 AA8473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8473
 AA8473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8473
 AA8473.The ellipsoidal height was determined by GPS observations
 AA8473.and is referenced to NAD 83.
 AA8473
 AA8473.The geoid height was determined by GEOID03.
 AA8473
 AA8473;                    North         East     Units Scale Factor Converg.
 AA8473;SPC AL W     -   170,241.217   631,556.726   MT  0.99994561   +0 10 25.7
 AA8473;UTM  16      - 3,488,934.154   484,081.771   MT  0.99960313   -0 05 15.7
 AA8473
 AA8473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8473!SPC AL W     -   0.99998284  x   0.99994561  =   0.99992845
 AA8473!UTM  16      -   0.99998284  x   0.99960313  =   0.99958598
 AA8473
 AA8473:                Primary Azimuth Mark                     Grid Az
 AA8473:SPC AL W     -  18 22                                    175 58 33.6
 AA8473:UTM  16      -  18 22                                    176 14 15.0
 AA8473
 AA8473|---------------------------------------------------------------------|
 AA8473| PID    Reference Object                     Distance      Geod. Az  |
 AA8473|                                                           dddmmss.s |
 AA8473| AA8404 18 22                               484.151 METERS 1760859.3 |
 AA8473|---------------------------------------------------------------------|
 AA8473
 AA8473                          SUPERSEDED SURVEY CONTROL
 AA8473
 AA8473  ELLIP H (09/29/95)  109.36   (m)                       GP(       ) 3 2
 AA8473  NGVD 29 (09/29/95)  137.0    (m)          449.     (f) GPS OBS        
 AA8473
 AA8473.Superseded values are not recommended for survey control.
 AA8473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8473.See file dsdata.txt to determine how the superseded data were derived.
 AA8473
 AA8473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8408288934(NAD 83)
 AA8473_MARKER: DD = SURVEY DISK
 AA8473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8473_STAMPING: 50-52 1994
 AA8473_MARK LOGO: ALHD  
 AA8473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8473+STABILITY: SURFACE MOTION
 AA8473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8473+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8473
 AA8473  HISTORY     - Date     Condition        Report By
 AA8473  HISTORY     - 1994     MONUMENTED       ALHD
 AA8473
 AA8473                          STATION DESCRIPTION
 AA8473
 AA8473'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8473'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8473'MONROE COUNTY ROAD NO. 5, ABOUT 8.05 MI (12.95 KM) NORTH-NORTHWEST OF
 AA8473'BELLEVILLE AND ABOUT 9.50 MI (15.29 KM) NORTH-NORTHEAST OF REPTON. TO
 AA8473'REACH THE STATION FROM EXIT 96 ON I-65 (MILE POST 2.10 ON ALA 83)IN
 AA8473'EVERGREEN, DRIVE NORTH ON ALA 83 FOR 7.75 MI (12.47 KM) TO MILE POST
 AA8473'9.85 AND CONECUH COUNTY ROAD NO. 30 LEFT AND RIGHT AT LYEFFION, TURN
 AA8473'LEFT ON CONECUH COUNTY ROAD NO. 30 AND DRIVE WEST AND NORTHWEST FOR
 AA8473'2.00 MI (3.22 KM) TO A REVERSE Y-INTERSECTION WITH CONECUH COUNTY ROAD
 AA8473'NO. 32 RIGHT AND CONECUH COUNTY ROAD NO. 30 LEFT, BEAR LEFT ON CONECUH
 AA8473'COUNTY ROAD NO. 30 AND DRIVE WEST FOR 9.80 MI (15.77 KM) TO A
 AA8473'T-INTERSECTION WITH CONECUH COUNTY ROAD NO. 5 LEFT AND RIGHT, TURN
 AA8473'LEFT ON CONECUH COUNTY ROAD NO. 5 AND DRIVE SOUTH AND SOUTHWEST FOR
 AA8473'0.85 MI (1.37 KM) TO CONECUH COUNTY ROAD NO. 5 ON THE LEFT AND A PAVED
 AA8473'COUNTY ROAD AHEAD, TURN LEFT ON CONECUH COUNTY ROAD NO. 5 AND DRIVE
 AA8473'SOUTH FOR 0.60 MI (0.97 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA8473'IS 30.2 FT (9.2 M) WEST OF THE CENTERLINE OF CONECUH COUNTY ROAD NO.
 AA8473'5, 69.0 FT (21.0 M) SOUTHWEST OF SCHOOL BUS STOP AHEAD SIGN ACROSS THE
 AA8473'ROAD, 79.8 FT (24.3 M) SOUTH-SOUTHWEST OF BLUE CARSONITE WATER VALVE
 AA8473'MARKER, 112.3 FT (34.2 M) SOUTHWEST OF A BURIED CABLE WARNING SIGN
 AA8473'ACROSS THE ROAD, 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND
 AA8473'SET FLUSH WITH THE GROUND. STATION 18-22 1994 MAY BE USED AS AN
 AA8473'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8474 ***********************************************************************
 AA8474  DESIGNATION -  50 53
 AA8474  PID         -  AA8474
 AA8474  STATE/COUNTY-  AL/MONROE
 AA8474  USGS QUAD   -  FRISCO CITY SE (1984)
 AA8474
 AA8474                         *CURRENT SURVEY CONTROL
 AA8474  ___________________________________________________________________
 AA8474* NAD 83(1992)-  31 19 23.73851(N)    087 21 29.68276(W)     ADJUSTED  
 AA8474* NAVD 88     -       116.2    (meters)     381.     (feet)  VERTCON   
 AA8474  ___________________________________________________________________
 AA8474  X           -     251,358.137 (meters)                     COMP
 AA8474  Y           -  -5,447,724.934 (meters)                     COMP
 AA8474  Z           -   3,296,608.583 (meters)                     COMP
 AA8474  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AA8474  ELLIP HEIGHT-          88.25  (meters)          (07/29/02) GPS OBS
 AA8474  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA8474
 AA8474  HORZ ORDER  -  FIRST
 AA8474  ELLP ORDER  -  FOURTH    CLASS I
 AA8474
 AA8474.The horizontal coordinates were established by GPS observations
 AA8474.and adjusted by the National Geodetic Survey in September 1995..
 AA8474
 AA8474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8474
 AA8474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8474
 AA8474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8474
 AA8474.The ellipsoidal height was determined by GPS observations
 AA8474.and is referenced to NAD 83.
 AA8474
 AA8474.The geoid height was determined by GEOID03.
 AA8474
 AA8474;                    North         East     Units Scale Factor Converg.
 AA8474;SPC AL W     -   146,700.462   613,491.409   MT  0.99993558   +0 04 25.3
 AA8474;UTM  16      - 3,465,483.634   465,915.551   MT  0.99961433   -0 11 10.5
 AA8474
 AA8474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8474!SPC AL W     -   0.99998614  x   0.99993558  =   0.99992172
 AA8474!UTM  16      -   0.99998614  x   0.99961433  =   0.99960048
 AA8474
 AA8474:                Primary Azimuth Mark                     Grid Az
 AA8474:SPC AL W     -  18 43                                    188 24 29.9
 AA8474:UTM  16      -  18 43                                    188 40 05.7
 AA8474
 AA8474|---------------------------------------------------------------------|
 AA8474| PID    Reference Object                     Distance      Geod. Az  |
 AA8474|                                                           dddmmss.s |
 AA8474| AA8425 18 43                               422.120 METERS 1882855.2 |
 AA8474|---------------------------------------------------------------------|
 AA8474
 AA8474                          SUPERSEDED SURVEY CONTROL
 AA8474
 AA8474  ELLIP H (09/29/95)   88.33   (m)                       GP(       ) 3 2
 AA8474  NGVD 29 (09/29/95)  116.2    (m)          381.     (f) GPS OBS        
 AA8474
 AA8474.Superseded values are not recommended for survey control.
 AA8474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8474.See file dsdata.txt to determine how the superseded data were derived.
 AA8474
 AA8474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6591665484(NAD 83)
 AA8474_MARKER: DD = SURVEY DISK
 AA8474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8474_STAMPING: 50-53 1994
 AA8474_MARK LOGO: ALHD  
 AA8474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8474+STABILITY: SURFACE MOTION
 AA8474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8474+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8474
 AA8474  HISTORY     - Date     Condition        Report By
 AA8474  HISTORY     - 1994     MONUMENTED       ALHD
 AA8474
 AA8474                          STATION DESCRIPTION
 AA8474
 AA8474'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8474'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF A
 AA8474'GRAVEL ROAD (STAGE COACH ROAD), ABOUT 7.40 MI (11.91 KM) WEST OF RANGE
 AA8474'AND ABOUT 9.35 MI (15.05 KM) SOUTHWEST OF REPTON. TO REACH THE STATION
 AA8474'FROM EXIT 93 ON I-65 (MILE POST 98.60 ON U.S. 84) ABOUT 3.5 MI (5.6
 AA8474'KM) SOUTHWEST OF EVERGREEN, DRIVE WEST ON U.S. 84 FOR 16.30 MI (26.23
 AA8474'KM) TO MILE POST 82.30 AND A PAVED COUNTY ROAD ON THE LEFT AT THE
 AA8474'CONECUH - MONROE COUNTY LINE, TURN LEFT ON THE PAVED COUNTY ROAD AND
 AA8474'DRIVE SOUTHWEST FOR 1.40 MI (2.25 KM) TO THE END OF PAVEMENT, CONTINUE
 AA8474'SOUTHWEST ON A GRAVEL ROAD FOR 7.40 MI (11.91 KM) TO THE STATION ON
 AA8474'THE RIGHT. THE STATION IS 18.5 FT (5.6 M) WEST OF THE CENTER OF THE
 AA8474'GRAVEL ROAD (STAGE COACH ROAD), 136.2 FT (41.5 M) SOUTHWEST OF A POWER
 AA8474'POLE ACROSS THE ROAD, 156.2 FT (47.6 M) SOUTH-SOUTHWEST OF A FENCE
 AA8474'CORNER ACROSS THE ROAD, 157.1 FT (47.9 M) SOUTH-SOUTHWEST OF A YELLOW
 AA8474'CARSONITE GAS LINE MARKER ACROSS THE ROAD, 1.6 FT (0.5 M) EAST OF A
 AA8474'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 18-43
 AA8474'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2099 ***********************************************************************
 BU2099  DESIGNATION -  50 6
 BU2099  PID         -  BU2099
 BU2099  STATE/COUNTY-  AL/MONROE
 BU2099  USGS QUAD   -  NADAWAH (1981)
 BU2099
 BU2099                         *CURRENT SURVEY CONTROL
 BU2099  ___________________________________________________________________
 BU2099* NAD 83(1992)-  31 47 21.70651(N)    087 08 51.91977(W)     ADJUSTED  
 BU2099* NAVD 88     -        95.0    (meters)     312.     (feet)  VERTCON   
 BU2099  ___________________________________________________________________
 BU2099  X           -     270,023.164 (meters)                     COMP
 BU2099  Y           -  -5,419,733.657 (meters)                     COMP
 BU2099  Z           -   3,340,636.774 (meters)                     COMP
 BU2099  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 BU2099  ELLIP HEIGHT-          67.33  (meters)          (07/29/02) GPS OBS
 BU2099  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BU2099
 BU2099  HORZ ORDER  -  FIRST
 BU2099  ELLP ORDER  -  FOURTH    CLASS I
 BU2099
 BU2099.The horizontal coordinates were established by GPS observations
 BU2099.and adjusted by the National Geodetic Survey in December 1992..
 BU2099
 BU2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2099
 BU2099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2099
 BU2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2099
 BU2099.The ellipsoidal height was determined by GPS observations
 BU2099.and is referenced to NAD 83.
 BU2099
 BU2099.The geoid height was determined by GEOID03.
 BU2099
 BU2099;                    North         East     Units Scale Factor Converg.
 BU2099;SPC AL W     -   198,423.344   633,358.428   MT  0.99994705   +0 11 08.0
 BU2099;UTM  16      - 3,517,098.051   486,011.886   MT  0.99960241   -0 04 40.2
 BU2099
 BU2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2099!SPC AL W     -   0.99998943  x   0.99994705  =   0.99993648
 BU2099!UTM  16      -   0.99998943  x   0.99960241  =   0.99959184
 BU2099
 BU2099                          SUPERSEDED SURVEY CONTROL
 BU2099
 BU2099  ELLIP H (12/04/92)   67.40   (m)                       GP(       ) 4 1
 BU2099  NAD 83(1986)-  31 47 21.71951(N)    087 08 51.92357(W) AD(       ) 1
 BU2099  NGVD 29 (12/04/92)   95.0    (m)          312.     (f) GPS OBS        
 BU2099
 BU2099.Superseded values are not recommended for survey control.
 BU2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2099.See file dsdata.txt to determine how the superseded data were derived.
 BU2099
 BU2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA8601217098(NAD 83)
 BU2099_MARKER: DD = SURVEY DISK
 BU2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2099_SP_SET: CONCRETE POST
 BU2099_STAMPING: 50-6 1991
 BU2099_MARK LOGO: ALHD  
 BU2099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2099+STABILITY: SURFACE MOTION
 BU2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2099+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1992
 BU2099
 BU2099  HISTORY     - Date     Condition        Report By
 BU2099  HISTORY     - 1991     MONUMENTED       ALHD
 BU2099  HISTORY     - 19920401 GOOD
 BU2099
 BU2099                          STATION DESCRIPTION
 BU2099
 BU2099'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2099'THE STATION IS LOCATED IN MONROE COUNTY ON PROPERTY OWNED BY MRS. ELVA
 BU2099'WATTS HUBBARD, ABOUT 5.40 MI (8.69 KM) NORTHEAST OF BEATRICE AND
 BU2099'10.20 MI (16.41 KM) EAST - SOUTHEAST OF VREDENBURGH.
 BU2099'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 21 (MILE POST
 BU2099'80.30 ON ALA 21 AND MILE POST 104.90 ON ALA 10) IN OAK HILL, DRIVE
 BU2099'SOUTH ON ALA 21 9.20 MI (14.81 KM) TO MILE POST 70.90 AND A GRAVEL
 BU2099'ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE WEST
 BU2099'SOUTHWEST 2.90 MI (4.67 KM) TO A T INTERSECTION WITH A GRAVEL ROAD,
 BU2099'TURN RIGHT ON THE GRAVEL ROAD AND DRIVE NORTHWEST 1.70 MI (2.74 KM)
 BU2099'TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 BU2099'SOUTHWEST 0.15 MI (0.24 KM) TO AN OLD LOG ROAD ON THE RIGHT, PARK
 BU2099'HERE AND PACK NORTHWEST APPROXIMATELY 95 YARDS TO THE NORTHWEST END
 BU2099'OF THE RIDGE AND THE STATION.
 BU2099'THE STATION IS APPROXIMATELY 95 YARDS NORTHWEST OF THE CENTER OF THE
 BU2099'GRAVEL ROAD, NEAR THE NORTHWEST END OF A LOW RIDGE, 2.1 FT (0.6 M)
 BU2099'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2099'STATION 50 - 5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2099
 BU2099                          STATION RECOVERY (1992)
 BU2099
 BU2099'RECOVERED 1992
 BU2099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8428 ***********************************************************************
 AA8428  DESIGNATION -  50 7
 AA8428  PID         -  AA8428
 AA8428  STATE/COUNTY-  AL/MONROE
 AA8428  USGS QUAD   -  MC WILLIAMS (1981)
 AA8428
 AA8428                         *CURRENT SURVEY CONTROL
 AA8428  ___________________________________________________________________
 AA8428* NAD 83(1992)-  31 49 13.38347(N)    087 05 27.31198(W)     ADJUSTED  
 AA8428* NAVD 88     -       106.7    (meters)     350.     (feet)  VERTCON   
 AA8428  ___________________________________________________________________
 AA8428  X           -     275,307.727 (meters)                     COMP
 AA8428  Y           -  -5,417,662.585 (meters)                     COMP
 AA8428  Z           -   3,343,566.274 (meters)                     COMP
 AA8428  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AA8428  ELLIP HEIGHT-          79.09  (meters)          (07/29/02) GPS OBS
 AA8428  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 AA8428
 AA8428  HORZ ORDER  -  FIRST
 AA8428  ELLP ORDER  -  FOURTH    CLASS I
 AA8428
 AA8428.The horizontal coordinates were established by GPS observations
 AA8428.and adjusted by the National Geodetic Survey in September 1995..
 AA8428
 AA8428.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8428.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8428
 AA8428.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8428
 AA8428.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8428
 AA8428.The ellipsoidal height was determined by GPS observations
 AA8428.and is referenced to NAD 83.
 AA8428
 AA8428.The geoid height was determined by GEOID03.
 AA8428
 AA8428;                    North         East     Units Scale Factor Converg.
 AA8428;SPC AL W     -   201,881.748   638,727.986   MT  0.99995182   +0 12 56.5
 AA8428;UTM  16      - 3,520,530.529   491,395.420   MT  0.99960091   -0 02 52.6
 AA8428
 AA8428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8428!SPC AL W     -   0.99998758  x   0.99995182  =   0.99993940
 AA8428!UTM  16      -   0.99998758  x   0.99960091  =   0.99958850
 AA8428
 AA8428:                Primary Azimuth Mark                     Grid Az
 AA8428:SPC AL W     -  50 8                                     336 34 57.2
 AA8428:UTM  16      -  50 8                                     336 50 46.3
 AA8428
 AA8428|---------------------------------------------------------------------|
 AA8428| PID    Reference Object                     Distance      Geod. Az  |
 AA8428|                                                           dddmmss.s |
 AA8428| AA8429 50 8                                APPROX. 0.5 KM 3364753.7 |
 AA8428|---------------------------------------------------------------------|
 AA8428
 AA8428                          SUPERSEDED SURVEY CONTROL
 AA8428
 AA8428  ELLIP H (09/29/95)   79.16   (m)                       GP(       ) 3 2
 AA8428  NGVD 29 (09/29/95)  106.7    (m)          350.     (f) GPS OBS        
 AA8428
 AA8428.Superseded values are not recommended for survey control.
 AA8428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8428.See file dsdata.txt to determine how the superseded data were derived.
 AA8428
 AA8428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA9139520531(NAD 83)
 AA8428_MARKER: DD = SURVEY DISK
 AA8428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8428_STAMPING: 50-7 1994
 AA8428_MARK LOGO: ALHD  
 AA8428_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8428+STABILITY: SURFACE MOTION
 AA8428_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8428+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8428
 AA8428  HISTORY     - Date     Condition        Report By
 AA8428  HISTORY     - 1994     MONUMENTED       ALHD
 AA8428
 AA8428                          STATION DESCRIPTION
 AA8428
 AA8428'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8428'THE STATION IS LOCATED IN MONROE COUNTY ON THE EAST RIGHT OF WAY OF
 AA8428'ALA 21, ABOUT 6.30 MI (10.14 KM) NORTHWEST OF OLD TEXAS AND ABOUT 9.25
 AA8428'MI (14.89 KM) NORTHEAST OF BEATRICE. TO REACH THE STATION FROM THE
 AA8428'JUNCTION OF ALA 21 AND ALA 47 (MILE POST 65.70 ON ALA 21 AND MILE POST
 AA8428'28.25 ON ALA 47), ABOUT 5.0 MI (8.0 KM) EAST OF BEATRICE, DRIVE NORTH
 AA8428'ON ALA 21 FOR 6.95 MI (11.18 KM) TO MILE POST 72.65 AND THE STATION ON
 AA8428'THE RIGHT. THE STATION IS 40.0 FT (12.2 M) SOUTH OF TRANSFORMER POWER
 AA8428'POLE NO. 25 5, 45.2 FT (13.8 M) EAST-NORTHEAST OF THE CENTERLINE OF
 AA8428'ALA 21, 64.0 FT (19.5 M) NORTHWEST OF AN EIGHT-INCH WHITE OAK TREE IN
 AA8428'A YARD, 103.8 FT (31.6 M) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL
 AA8428'NO. 1 2L 19A 58 ACROSS THE ROAD, 105.3 FT (32.1 M) EAST-NORTHEAST OF A
 AA8428'TELEPHONE SERVICE POLE ACROSS THE ROAD, 112.2 FT (34.2 M)
 AA8428'NORTH-NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 8.2 FT (2.5 M)
 AA8428'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8428'STATION 50-8 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8429 ***********************************************************************
 AA8429  DESIGNATION -  50 8
 AA8429  PID         -  AA8429
 AA8429  STATE/COUNTY-  AL/MONROE
 AA8429  USGS QUAD   -  MC WILLIAMS (1981)
 AA8429
 AA8429                         *CURRENT SURVEY CONTROL
 AA8429  ___________________________________________________________________
 AA8429* NAD 83(1992)-  31 49 28.80969(N)    087 05 35.05650(W)     ADJUSTED  
 AA8429* NAVD 88     -       100.3    (meters)     329.     (feet)  VERTCON   
 AA8429  ___________________________________________________________________
 AA8429  X           -     275,091.330 (meters)                     COMP
 AA8429  Y           -  -5,417,417.251 (meters)                     COMP
 AA8429  Z           -   3,343,966.616 (meters)                     COMP
 AA8429  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AA8429  ELLIP HEIGHT-          72.67  (meters)          (07/29/02) GPS OBS
 AA8429  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AA8429
 AA8429  HORZ ORDER  -  FIRST
 AA8429  ELLP ORDER  -  FOURTH    CLASS I
 AA8429
 AA8429.The horizontal coordinates were established by GPS observations
 AA8429.and adjusted by the National Geodetic Survey in September 1995..
 AA8429
 AA8429.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8429
 AA8429.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8429
 AA8429.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8429
 AA8429.The ellipsoidal height was determined by GPS observations
 AA8429.and is referenced to NAD 83.
 AA8429
 AA8429.The geoid height was determined by GEOID03.
 AA8429
 AA8429;                    North         East     Units Scale Factor Converg.
 AA8429;SPC AL W     -   202,356.101   638,522.544   MT  0.99995163   +0 12 52.5
 AA8429;UTM  16      - 3,521,005.655   491,192.234   MT  0.99960096   -0 02 56.7
 AA8429
 AA8429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8429!SPC AL W     -   0.99998859  x   0.99995163  =   0.99994022
 AA8429!UTM  16      -   0.99998859  x   0.99960096  =   0.99958955
 AA8429
 AA8429:                Primary Azimuth Mark                     Grid Az
 AA8429:SPC AL W     -  50 7                                     156 34 57.1
 AA8429:UTM  16      -  50 7                                     156 50 46.3
 AA8429
 AA8429|---------------------------------------------------------------------|
 AA8429| PID    Reference Object                     Distance      Geod. Az  |
 AA8429|                                                           dddmmss.s |
 AA8429| AA8428 50 7                                APPROX. 0.5 KM 1564749.6 |
 AA8429|---------------------------------------------------------------------|
 AA8429
 AA8429                          SUPERSEDED SURVEY CONTROL
 AA8429
 AA8429  ELLIP H (09/29/95)   72.74   (m)                       GP(       ) 3 2
 AA8429  NGVD 29 (09/29/95)  100.2    (m)          329.     (f) GPS OBS        
 AA8429
 AA8429.Superseded values are not recommended for survey control.
 AA8429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8429.See file dsdata.txt to determine how the superseded data were derived.
 AA8429
 AA8429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA9119221006(NAD 83)
 AA8429_MARKER: DD = SURVEY DISK
 AA8429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8429_STAMPING: 50-8 1994
 AA8429_MARK LOGO: ALHD  
 AA8429_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8429+STABILITY: SURFACE MOTION
 AA8429_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8429+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8429
 AA8429  HISTORY     - Date     Condition        Report By
 AA8429  HISTORY     - 1994     MONUMENTED       ALHD
 AA8429
 AA8429                          STATION DESCRIPTION
 AA8429
 AA8429'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8429'THE STATION IS LOCATED IN MONROE COUNTY ON THE WEST RIGHT OF WAY OF
 AA8429'ALA 21, ABOUT 6.65 MI (10.70 KM) NORTHWEST OF OLD TEXAS AND ABOUT 9.30
 AA8429'MI (14.97 KM) NORTHEAST OF BEATRICE. TO REACH THE STATION FROM THE
 AA8429'JUNCTION OF ALA 21 AND ALA 47 (MILE POST 65.70 ON ALA 21 AND MILE POST
 AA8429'28.25 ON ALA 47), ABOUT 5.0 MI (8.0 KM) EAST OF BEATRICE, DRIVE NORTH
 AA8429'ON ALA 21 FOR 7.30 MI (11.75 KM) TO MILE POST 73.00 AND THE STATION ON
 AA8429'THE LEFT. THE STATION IS 54.7 FT (16.7 M) WEST-SOUTHWEST OF THE
 AA8429'CENTERLINE OF ALA 21, 122.4 FT (37.3 M) SOUTH-SOUTHWEST OF MILE POST
 AA8429'73 ACROSS THE ROAD, 126.5 FT (38.6 M) WEST-SOUTHWEST OF A JUNCTION
 AA8429'POWER POLE ACROSS THE ROAD, 228.5 FT (69.6 M) NORTH-NORTHWEST OF
 AA8429'TELEPHONE CABLE PEDESTAL NO. 1 2L 19A 56, 228.5 FT (69.6 M)
 AA8429'NORTH-NORTHWEST OF A TELEPHONE SERVICE POLE, 4.5 FT (1.4 M) EAST OF A
 AA8429'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 50-7
 AA8429'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8430 ***********************************************************************
 AA8430  DESIGNATION -  50 9
 AA8430  PID         -  AA8430
 AA8430  STATE/COUNTY-  AL/MONROE
 AA8430  USGS QUAD   -  PINE APPLE SOUTH (1981)
 AA8430
 AA8430                         *CURRENT SURVEY CONTROL
 AA8430  ___________________________________________________________________
 AA8430* NAD 83(1992)-  31 49 03.74022(N)    086 57 26.61810(W)     ADJUSTED  
 AA8430* NAVD 88     -       104.5    (meters)     343.     (feet)  VERTCON   
 AA8430  ___________________________________________________________________
 AA8430  X           -     287,940.881 (meters)                     COMP
 AA8430  Y           -  -5,417,160.819 (meters)                     COMP
 AA8430  Z           -   3,343,312.742 (meters)                     COMP
 AA8430  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 AA8430  ELLIP HEIGHT-          76.92  (meters)          (07/29/02) GPS OBS
 AA8430  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA8430
 AA8430  HORZ ORDER  -  FIRST
 AA8430  ELLP ORDER  -  FOURTH    CLASS I
 AA8430
 AA8430.The horizontal coordinates were established by GPS observations
 AA8430.and adjusted by the National Geodetic Survey in September 1995..
 AA8430
 AA8430.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8430.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8430
 AA8430.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8430
 AA8430.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8430
 AA8430.The ellipsoidal height was determined by GPS observations
 AA8430.and is referenced to NAD 83.
 AA8430
 AA8430.The geoid height was determined by GEOID03.
 AA8430
 AA8430;                    North         East     Units Scale Factor Converg.
 AA8430;SPC AL W     -   201,640.096   651,370.656   MT  0.99996587   +0 17 09.9
 AA8430;UTM  16      - 3,520,230.817   504,032.314   MT  0.99960020   +0 01 20.9
 AA8430
 AA8430!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8430!SPC AL W     -   0.99998792  x   0.99996587  =   0.99995379
 AA8430!UTM  16      -   0.99998792  x   0.99960020  =   0.99958813
 AA8430
 AA8430:                Primary Azimuth Mark                     Grid Az
 AA8430:SPC AL W     -  50 10                                    045 24 48.3
 AA8430:UTM  16      -  50 10                                    045 40 37.3
 AA8430
 AA8430|---------------------------------------------------------------------|
 AA8430| PID    Reference Object                     Distance      Geod. Az  |
 AA8430|                                                           dddmmss.s |
 AA8430| AA8431 50 10                               APPROX. 0.5 KM 0454158.2 |
 AA8430|---------------------------------------------------------------------|
 AA8430
 AA8430                          SUPERSEDED SURVEY CONTROL
 AA8430
 AA8430  ELLIP H (09/29/95)   76.99   (m)                       GP(       ) 3 2
 AA8430  NGVD 29 (09/29/95)  104.4    (m)          343.     (f) GPS OBS        
 AA8430
 AA8430.Superseded values are not recommended for survey control.
 AA8430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8430.See file dsdata.txt to determine how the superseded data were derived.
 AA8430
 AA8430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA0403220231(NAD 83)
 AA8430_MARKER: DD = SURVEY DISK
 AA8430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8430_STAMPING: 50-9 1994
 AA8430_MARK LOGO: ALHD  
 AA8430_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8430+STABILITY: SURFACE MOTION
 AA8430_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8430+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8430
 AA8430  HISTORY     - Date     Condition        Report By
 AA8430  HISTORY     - 1994     MONUMENTED       ALHD
 AA8430
 AA8430                          STATION DESCRIPTION
 AA8430
 AA8430'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8430'THE STATION IS LOCATED IN MONROE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8430'OF ALA 47, ABOUT 4.10 MI (6.60 KM) NORTHEAST OF OLD TEXAS AND ABOUT
 AA8430'7.95 MI (12.79 KM) EAST OF MC WILLIAMS. TO REACH THE STATION FROM THE
 AA8430'JUNCTION OF ALA 47 AND ALA 83 (MILE POST 33.05 ON ALA 47 AND MILE POST
 AA8430'24.30 ON ALA 83) AT MIDWAY, DRIVE NORTHEAST ON ALA 47 FOR 9.20 MI
 AA8430'(14.81 KM) TO MILE POST 42.25 AND THE STATION ON THE RIGHT. THE
 AA8430'STATION IS 18.5 FT (5.6 M) NORTH-NORTHEAST OF THE CENTER OF A WOODS
 AA8430'ROAD, 39.5 FT (12.0 M) SOUTHEAST OF THE CENTERLINE OF ALA 47, 49.1 FT
 AA8430'(15.0 M) WEST-NORTHWEST OF THE NORTH CROSS TIE POST OF A RED PIPE
 AA8430'GATE, 56.6 FT (17.3 M) NORTHWEST OF THE SOUTH CROSS TIE POST OF A RED
 AA8430'PIPE GATE, 84.8 FT (25.8 M) NORTHEAST OF A POWER POLE, 198.8 FT (60.6
 AA8430'M) SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 1 2L 73 ACROSS THE
 AA8430'ROAD, 2.1 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA8430'FLUSH WITH THE GROUND. STATION 50-10 1994 MAY BE USED AS AN AZIMUTH
 AA8430'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4684 ***********************************************************************
 AA4684  DESIGNATION -  5029
 AA4684  PID         -  AA4684
 AA4684  STATE/COUNTY-  AL/MONTGOMERY
 AA4684  USGS QUAD   -  BRASSELL (1987)
 AA4684
 AA4684                         *CURRENT SURVEY CONTROL
 AA4684  ___________________________________________________________________
 AA4684* NAD 83(1992)-  32 23 54.83259(N)    086 06 25.02535(W)     ADJUSTED  
 AA4684* NAVD 88     -        53.844  (meters)     176.65   (feet)  ADJUSTED  
 AA4684  ___________________________________________________________________
 AA4684  X           -     365,985.889 (meters)                     COMP
 AA4684  Y           -  -5,378,090.383 (meters)                     COMP
 AA4684  Z           -   3,397,844.565 (meters)                     COMP
 AA4684  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA4684  ELLIP HEIGHT-          25.67  (meters)          (07/29/02) GPS OBS
 AA4684  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AA4684  DYNAMIC HT  -          53.782 (meters)     176.45  (feet)  COMP
 AA4684  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 AA4684
 AA4684  HORZ ORDER  -  FIRST
 AA4684  VERT ORDER  -  THIRD
 AA4684  ELLP ORDER  -  FOURTH    CLASS I
 AA4684
 AA4684.The horizontal coordinates were established by GPS observations
 AA4684.and adjusted by the National Geodetic Survey in April 1995..
 AA4684
 AA4684.The orthometric height was determined by differential leveling
 AA4684.and adjusted by the National Geodetic Survey in April 1998..
 AA4684
 AA4684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4684
 AA4684.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4684
 AA4684.The ellipsoidal height was determined by GPS observations
 AA4684.and is referenced to NAD 83.
 AA4684
 AA4684.The geoid height was determined by GEOID03.
 AA4684
 AA4684.The dynamic height is computed by dividing the NAVD 88
 AA4684.geopotential number by the normal gravity value computed on the
 AA4684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4684.degrees latitude (g = 980.6199 gals.).
 AA4684
 AA4684.The modeled gravity was interpolated from observed gravity values.
 AA4684
 AA4684;                    North         East     Units Scale Factor Converg.
 AA4684;SPC AL E     -   210,532.165   174,258.417   MT  0.99996817   -0 08 47.8
 AA4684;UTM  16      - 3,584,965.691   583,987.731   MT  0.99968698   +0 28 42.7
 AA4684
 AA4684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4684!SPC AL E     -   0.99999597  x   0.99996817  =   0.99996414
 AA4684!UTM  16      -   0.99999597  x   0.99968698  =   0.99968295
 AA4684
 AA4684                          SUPERSEDED SURVEY CONTROL
 AA4684
 AA4684  ELLIP H (10/22/97)   25.74   (m)                       GP(       ) 4 1
 AA4684  ELLIP H (04/13/95)   -2.65   (m)                       GP(       ) 4 1
 AA4684  NGVD 29 (04/13/95)   53.8    (m)          177.     (f) GPS OBS        
 AA4684
 AA4684.Superseded values are not recommended for survey control.
 AA4684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4684.See file dsdata.txt to determine how the superseded data were derived.
 AA4684
 AA4684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8398884966(NAD 83)
 AA4684_MARKER: DD = SURVEY DISK
 AA4684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4684_SP_SET: CONCRETE POST
 AA4684_STAMPING: STA. 5029 1994
 AA4684_MARK LOGO: AL-101
 AA4684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4684+STABILITY: SURFACE MOTION
 AA4684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4684+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4684
 AA4684  HISTORY     - Date     Condition        Report By
 AA4684  HISTORY     - 1994     MONUMENTED       CH2M
 AA4684  HISTORY     - 19940226 GOOD             MSI
 AA4684
 AA4684                          STATION DESCRIPTION
 AA4684
 AA4684'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4684'THE STATION IS LOCATED APPROXIMATELY 2.5 MI (4.0 KM) NORTH OF THE
 AA4684'VILLAGE OF MOUNT MEIGS, BRASSELL QUADRANGLE, SECTION 1, T16N, R19E.
 AA4684'THE STATION IS LOCATED ON THE SOUTH SIDE OF RIFLE RANGE ROAD, 100
 AA4684'YARDS WEST OF PIT ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4684'STAMPED STA. 5029 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4684'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4684'18.01 FT (5.49 M) 15 DEGREES FROM THE NORTHERN RAILROAD TRACK, 32.1 FT
 AA4684'(9.8 M) 197 DEGREES FROM THE CENTERLINE OF RIFLE RANGE ROAD, 9.95 FT
 AA4684'(3.03 M) 165 DEGREES FROM A FIBER OPTIC WARNING POST.
 AA4684
 AA4684                          STATION RECOVERY (1994)
 AA4684
 AA4684'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4684'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4685 ***********************************************************************
 AA4685  DESIGNATION -  5031
 AA4685  PID         -  AA4685
 AA4685  STATE/COUNTY-  AL/MONTGOMERY
 AA4685  USGS QUAD   -  BRASSELL (1987)
 AA4685
 AA4685                         *CURRENT SURVEY CONTROL
 AA4685  ___________________________________________________________________
 AA4685* NAD 83(1992)-  32 23 16.78245(N)    086 04 29.46884(W)     ADJUSTED  
 AA4685* NAVD 88     -        55.888  (meters)     183.36   (feet)  ADJUSTED  
 AA4685  ___________________________________________________________________
 AA4685  X           -     369,041.923 (meters)                     COMP
 AA4685  Y           -  -5,378,512.704 (meters)                     COMP
 AA4685  Z           -   3,396,855.974 (meters)                     COMP
 AA4685  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AA4685  ELLIP HEIGHT-          27.75  (meters)          (07/29/02) GPS OBS
 AA4685  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AA4685  DYNAMIC HT  -          55.824 (meters)     183.15  (feet)  COMP
 AA4685  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 AA4685
 AA4685  HORZ ORDER  -  FIRST
 AA4685  VERT ORDER  -  THIRD
 AA4685  ELLP ORDER  -  FOURTH    CLASS I
 AA4685
 AA4685.The horizontal coordinates were established by GPS observations
 AA4685.and adjusted by the National Geodetic Survey in April 1995..
 AA4685
 AA4685.The orthometric height was determined by differential leveling
 AA4685.and adjusted by the National Geodetic Survey in April 1998..
 AA4685
 AA4685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4685
 AA4685.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4685
 AA4685.The ellipsoidal height was determined by GPS observations
 AA4685.and is referenced to NAD 83.
 AA4685
 AA4685.The geoid height was determined by GEOID03.
 AA4685
 AA4685.The dynamic height is computed by dividing the NAVD 88
 AA4685.geopotential number by the normal gravity value computed on the
 AA4685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4685.degrees latitude (g = 980.6199 gals.).
 AA4685
 AA4685.The modeled gravity was interpolated from observed gravity values.
 AA4685
 AA4685;                    North         East     Units Scale Factor Converg.
 AA4685;SPC AL E     -   209,352.845   177,275.607   MT  0.99996637   -0 07 45.7
 AA4685;UTM  16      - 3,583,819.672   587,016.767   MT  0.99969337   +0 29 44.1
 AA4685
 AA4685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4685!SPC AL E     -   0.99999564  x   0.99996637  =   0.99996201
 AA4685!UTM  16      -   0.99999564  x   0.99969337  =   0.99968901
 AA4685
 AA4685                          SUPERSEDED SURVEY CONTROL
 AA4685
 AA4685  ELLIP H (10/22/97)   27.83   (m)                       GP(       ) 4 1
 AA4685  ELLIP H (04/13/95)   -0.56   (m)                       GP(       ) 4 1
 AA4685  NGVD 29 (04/13/95)   55.9    (m)          183.     (f) GPS OBS        
 AA4685
 AA4685.Superseded values are not recommended for survey control.
 AA4685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4685.See file dsdata.txt to determine how the superseded data were derived.
 AA4685
 AA4685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8701783820(NAD 83)
 AA4685_MARKER: DD = SURVEY DISK
 AA4685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4685_SP_SET: CONCRETE POST
 AA4685_STAMPING: STA. 5031 1994
 AA4685_MARK LOGO: AL-101
 AA4685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4685+STABILITY: SURFACE MOTION
 AA4685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4685+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4685
 AA4685  HISTORY     - Date     Condition        Report By
 AA4685  HISTORY     - 1994     MONUMENTED       CH2M
 AA4685  HISTORY     - 19940226 GOOD             MSI
 AA4685
 AA4685                          STATION DESCRIPTION
 AA4685
 AA4685'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4685'THE STATION IS LOCATED APPROXIMATELY 1.7 MI (2.7 KM) EAST OF KILBY
 AA4685'CORRECTIONAL FACILITY, BRASSELL QUADRANGLE, SECTION 8, T16N, R20E. THE
 AA4685'STATION IS LOCATED APPROXIMATELY 1.6 MI (2.6 KM) NORTH OF ROUTE 5 ON
 AA4685'THE WEST SIDE OF OHIO FERRO ROAD. THE STATION IS A MONTGOMERY COUNTY
 AA4685'SURVEY DISK STAMPED STA. 5031 1994, AND SET IN THE TOP OF A 10 INCH
 AA4685'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS
 AA4685'LOCATED 27.3 FT (8.3 M) 273 DEGREES FROM THE CENTERLINE OF OHIO FERRO
 AA4685'ROAD, 115 FT (35.1 M) 220 DEGREES FROM A POWER POLE, AND 289.9 FT
 AA4685'(88.4 M) 353 DEGREES FROM A POWER POLE.
 AA4685
 AA4685                          STATION RECOVERY (1994)
 AA4685
 AA4685'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4685'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4686 ***********************************************************************
 AA4686  DESIGNATION -  5032
 AA4686  PID         -  AA4686
 AA4686  STATE/COUNTY-  AL/MONTGOMERY
 AA4686  USGS QUAD   -  BRASSELL (1987)
 AA4686
 AA4686                         *CURRENT SURVEY CONTROL
 AA4686  ___________________________________________________________________
 AA4686* NAD 83(1992)-  32 22 44.07698(N)    086 04 28.98817(W)     ADJUSTED  
 AA4686* NAVD 88     -        56.328  (meters)     184.80   (feet)  ADJUSTED  
 AA4686  ___________________________________________________________________
 AA4686  X           -     369,091.421 (meters)                     COMP
 AA4686  Y           -  -5,379,050.559 (meters)                     COMP
 AA4686  Z           -   3,396,005.452 (meters)                     COMP
 AA4686  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AA4686  ELLIP HEIGHT-          28.23  (meters)          (07/29/02) GPS OBS
 AA4686  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AA4686  DYNAMIC HT  -          56.263 (meters)     184.59  (feet)  COMP
 AA4686  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 AA4686
 AA4686  HORZ ORDER  -  FIRST
 AA4686  VERT ORDER  -  THIRD
 AA4686  ELLP ORDER  -  FOURTH    CLASS I
 AA4686
 AA4686.The horizontal coordinates were established by GPS observations
 AA4686.and adjusted by the National Geodetic Survey in April 1995..
 AA4686
 AA4686.The orthometric height was determined by differential leveling
 AA4686.and adjusted by the National Geodetic Survey in April 1998..
 AA4686
 AA4686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4686
 AA4686.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4686
 AA4686.The ellipsoidal height was determined by GPS observations
 AA4686.and is referenced to NAD 83.
 AA4686
 AA4686.The geoid height was determined by GEOID03.
 AA4686
 AA4686.The dynamic height is computed by dividing the NAVD 88
 AA4686.geopotential number by the normal gravity value computed on the
 AA4686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4686.degrees latitude (g = 980.6199 gals.).
 AA4686
 AA4686.The modeled gravity was interpolated from observed gravity values.
 AA4686
 AA4686;                    North         East     Units Scale Factor Converg.
 AA4686;SPC AL E     -   208,345.401   177,285.897   MT  0.99996636   -0 07 45.4
 AA4686;UTM  16      - 3,582,812.676   587,038.037   MT  0.99969342   +0 29 43.9
 AA4686
 AA4686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4686!SPC AL E     -   0.99999557  x   0.99996636  =   0.99996193
 AA4686!UTM  16      -   0.99999557  x   0.99969342  =   0.99968899
 AA4686
 AA4686                          SUPERSEDED SURVEY CONTROL
 AA4686
 AA4686  ELLIP H (10/22/97)   28.31   (m)                       GP(       ) 4 1
 AA4686  ELLIP H (04/13/95)   -0.07   (m)                       GP(       ) 4 1
 AA4686  NGVD 29 (04/13/95)   56.3    (m)          185.     (f) GPS OBS        
 AA4686
 AA4686.Superseded values are not recommended for survey control.
 AA4686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4686.See file dsdata.txt to determine how the superseded data were derived.
 AA4686
 AA4686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8703882813(NAD 83)
 AA4686_MARKER: DD = SURVEY DISK
 AA4686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4686_SP_SET: CONCRETE POST
 AA4686_STAMPING: STA. 5032 1994
 AA4686_MARK LOGO: AL-101
 AA4686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4686+STABILITY: SURFACE MOTION
 AA4686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4686+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4686
 AA4686  HISTORY     - Date     Condition        Report By
 AA4686  HISTORY     - 1994     MONUMENTED       CH2M
 AA4686  HISTORY     - 19940226 GOOD             MSI
 AA4686
 AA4686                          STATION DESCRIPTION
 AA4686
 AA4686'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4686'THE STATION IS LOCATED APPROXIMATELY 1.7 MI (2.7 KM) SOUTHEAST OF
 AA4686'KILBY CORRECTIONAL FACILITY, BRASSEL QUADRANGLE, SECTION 17, T16N,
 AA4686'R20E. THE STATION IS LOCATED APPROXIMATELY 0.85 MI (1.37 KM) NORTH OF
 AA4686'ROUTE 5 ON THE WEST SIDE OF OHIO FERRO ROAD. THE STATION IS A
 AA4686'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5032 1994 AND SET ON TOP OF
 AA4686'A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.
 AA4686'THE DISK IS LOCATED 19.75 FT (6.02 M) 278 DEGREES FROM THE CENTERLINE
 AA4686'OF OHIO FERRO ROAD, 160.85 FT (49.03 M) 204 DEGREES FROM A CULVERT
 AA4686'WITH STEEL PIPE, AND 171.09 FT (52.15 M) 345 DEGREES FROM A POWER
 AA4686'POLE.
 AA4686
 AA4686                          STATION RECOVERY (1994)
 AA4686
 AA4686'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4686'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4687 ***********************************************************************
 AA4687  DESIGNATION -  5036
 AA4687  PID         -  AA4687
 AA4687  STATE/COUNTY-  AL/MONTGOMERY
 AA4687  USGS QUAD   -  CANTELOUS (1981)
 AA4687
 AA4687                         *CURRENT SURVEY CONTROL
 AA4687  ___________________________________________________________________
 AA4687* NAD 83(1992)-  32 20 17.90963(N)    086 27 20.63775(W)     ADJUSTED  
 AA4687* NAVD 88     -        57.5    (meters)     189.     (feet)  VERTCON   
 AA4687  ___________________________________________________________________
 AA4687  X           -     333,462.181 (meters)                     COMP
 AA4687  Y           -  -5,383,792.415 (meters)                     COMP
 AA4687  Z           -   3,392,202.856 (meters)                     COMP
 AA4687  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA4687  ELLIP HEIGHT-          29.61  (meters)          (07/29/02) GPS OBS
 AA4687  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA4687
 AA4687  HORZ ORDER  -  FIRST
 AA4687  ELLP ORDER  -  FOURTH    CLASS I
 AA4687
 AA4687.The horizontal coordinates were established by GPS observations
 AA4687.and adjusted by the National Geodetic Survey in April 1995..
 AA4687
 AA4687.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4687
 AA4687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4687
 AA4687.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4687
 AA4687.The ellipsoidal height was determined by GPS observations
 AA4687.and is referenced to NAD 83.
 AA4687
 AA4687.The geoid height was determined by GEOID03.
 AA4687
 AA4687;                    North         East     Units Scale Factor Converg.
 AA4687;SPC AL E     -   203,987.713   141,406.347   MT  1.00000232   -0 19 58.6
 AA4687;UTM  16      - 3,578,065.745   551,219.627   MT  0.99963235   +0 17 28.1
 AA4687
 AA4687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4687!SPC AL E     -   0.99999535  x   1.00000232  =   0.99999767
 AA4687!UTM  16      -   0.99999535  x   0.99963235  =   0.99962770
 AA4687
 AA4687                          SUPERSEDED SURVEY CONTROL
 AA4687
 AA4687  ELLIP H (10/22/97)   29.68   (m)                       GP(       ) 4 1
 AA4687  ELLIP H (04/13/95)    1.51   (m)                       GP(       ) 4 1
 AA4687  NGVD 29 (04/13/95)   57.5    (m)          189.     (f) GPS OBS        
 AA4687
 AA4687.Superseded values are not recommended for survey control.
 AA4687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4687.See file dsdata.txt to determine how the superseded data were derived.
 AA4687
 AA4687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5122078066(NAD 83)
 AA4687_MARKER: DD = SURVEY DISK
 AA4687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4687_SP_SET: CONCRETE POST
 AA4687_STAMPING: STA. 5036 1994
 AA4687_MARK LOGO: AL-101
 AA4687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4687+STABILITY: SURFACE MOTION
 AA4687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4687+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4687
 AA4687  HISTORY     - Date     Condition        Report By
 AA4687  HISTORY     - 1994     MONUMENTED       CH2M
 AA4687
 AA4687                          STATION DESCRIPTION
 AA4687
 AA4687'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4687'THE STATION IS LOCATED APPROXIMATELY 0.9 MI (1.4 KM) NORTH OF THE
 AA4687'VILLAGE OF CANTELOUS, CANTELOUS QUADRANGLE, SECTION 28, T16N, R16E.
 AA4687'THE STATION IS LOCATED APPROXIMATELY 0.9 MI (1.4 KM) SOUTH OF OLD
 AA4687'SELMA ROAD ON THE WEST SIDE OF CANTELOUS ROAD. THE STATION IS A
 AA4687'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5036 1994, AND SET IN THE
 AA4687'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4687'GROUND.  THE DISK IS LOCATED  36.1 FT (11.0 M) 279 DEGREES FROM THE
 AA4687'CENTERLINE OF CANTELOUS ROAD, 6.8 FT (2.1 M) 108 DEGREES FROM A FENCE
 AA4687'LINE, AND 7.20 FT (2.19 M) 137 DEGREES FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4688 ***********************************************************************
 AA4688  DESIGNATION -  5037
 AA4688  PID         -  AA4688
 AA4688  STATE/COUNTY-  AL/MONTGOMERY
 AA4688  USGS QUAD   -  CANTELOUS (1981)
 AA4688
 AA4688                         *CURRENT SURVEY CONTROL
 AA4688  ___________________________________________________________________
 AA4688* NAD 83(1992)-  32 20 18.09936(N)    086 25 55.02093(W)     ADJUSTED  
 AA4688* NAVD 88     -        49.7    (meters)     163.     (feet)  VERTCON   
 AA4688  ___________________________________________________________________
 AA4688  X           -     335,696.266 (meters)                     COMP
 AA4688  Y           -  -5,383,643.890 (meters)                     COMP
 AA4688  Z           -   3,392,203.654 (meters)                     COMP
 AA4688  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA4688  ELLIP HEIGHT-          21.87  (meters)          (07/29/02) GPS OBS
 AA4688  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA4688
 AA4688  HORZ ORDER  -  FIRST
 AA4688  ELLP ORDER  -  FOURTH    CLASS I
 AA4688
 AA4688.The horizontal coordinates were established by GPS observations
 AA4688.and adjusted by the National Geodetic Survey in April 1995..
 AA4688
 AA4688.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4688.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4688
 AA4688.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4688
 AA4688.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4688
 AA4688.The ellipsoidal height was determined by GPS observations
 AA4688.and is referenced to NAD 83.
 AA4688
 AA4688.The geoid height was determined by GEOID03.
 AA4688
 AA4688;                    North         East     Units Scale Factor Converg.
 AA4688;SPC AL E     -   203,980.795   143,645.333   MT  0.99999915   -0 19 12.8
 AA4688;UTM  16      - 3,578,083.209   553,457.734   MT  0.99963524   +0 18 13.9
 AA4688
 AA4688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4688!SPC AL E     -   0.99999657  x   0.99999915  =   0.99999572
 AA4688!UTM  16      -   0.99999657  x   0.99963524  =   0.99963181
 AA4688
 AA4688                          SUPERSEDED SURVEY CONTROL
 AA4688
 AA4688  ELLIP H (10/22/97)   21.94   (m)                       GP(       ) 4 1
 AA4688  ELLIP H (04/13/95)   -6.24   (m)                       GP(       ) 4 1
 AA4688  NGVD 29 (04/13/95)   49.7    (m)          163.     (f) GPS OBS        
 AA4688
 AA4688.Superseded values are not recommended for survey control.
 AA4688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4688.See file dsdata.txt to determine how the superseded data were derived.
 AA4688
 AA4688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5345878083(NAD 83)
 AA4688_MARKER: DD = SURVEY DISK
 AA4688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4688_SP_SET: CONCRETE POST
 AA4688_STAMPING: STA. 5037 1994
 AA4688_MARK LOGO: AL-101
 AA4688_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4688+STABILITY: SURFACE MOTION
 AA4688_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4688+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4688
 AA4688  HISTORY     - Date     Condition        Report By
 AA4688  HISTORY     - 1994     MONUMENTED       CH2M
 AA4688
 AA4688                          STATION DESCRIPTION
 AA4688
 AA4688'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4688'THE STATION IS LOCATED APPROXIMATELY 1.7 MI (2.7 KM) NORTHEAST OF THE
 AA4688'VILLAGE OF CANTELOUS, CANTELOUS QUADRANGLE, SECTION 26, T16N, R16E.
 AA4688'THE STATION IS LOCATED APPROXIMATELY 200 YARDS SOUTH OF AMANDA CENORE
 AA4688'ROAD ON THE WEST SIDE OF MITCHELL YOUNG ROAD. THE STATION IS A
 AA4688'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5037 1994 AND SET ON TOP OF
 AA4688'A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.
 AA4688'THE DISK IS LOCATED 35.3 FT (10.8 M) 297 DEGREES FROM THE CENTERLINE
 AA4688'OF MITCHELL YOUNG ROAD, 30.7 FT (9.4 M) 264 DEGREES FROM THE EDGE OF
 AA4688'MITCHELL YOUNG ROAD, AND 18.6 FT (5.7 M) 208 DEGREES FROM A POWER
 AA4688'POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4689 ***********************************************************************
 AA4689  DESIGNATION -  5038
 AA4689  PID         -  AA4689
 AA4689  STATE/COUNTY-  AL/MONTGOMERY
 AA4689  USGS QUAD   -  CANTELOUS (1981)
 AA4689
 AA4689                         *CURRENT SURVEY CONTROL
 AA4689  ___________________________________________________________________
 AA4689* NAD 83(1992)-  32 20 18.02603(N)    086 25 01.85057(W)     ADJUSTED  
 AA4689* NAVD 88     -        50.7    (meters)     166.     (feet)  VERTCON   
 AA4689  ___________________________________________________________________
 AA4689  X           -     337,084.162 (meters)                     COMP
 AA4689  Y           -  -5,383,559.191 (meters)                     COMP
 AA4689  Z           -   3,392,202.259 (meters)                     COMP
 AA4689  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA4689  ELLIP HEIGHT-          22.83  (meters)          (07/29/02) GPS OBS
 AA4689  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA4689
 AA4689  HORZ ORDER  -  FIRST
 AA4689  ELLP ORDER  -  FOURTH    CLASS I
 AA4689
 AA4689.The horizontal coordinates were established by GPS observations
 AA4689.and adjusted by the National Geodetic Survey in April 1995..
 AA4689
 AA4689.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4689.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4689
 AA4689.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4689
 AA4689.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4689
 AA4689.The ellipsoidal height was determined by GPS observations
 AA4689.and is referenced to NAD 83.
 AA4689
 AA4689.The geoid height was determined by GEOID03.
 AA4689
 AA4689;                    North         East     Units Scale Factor Converg.
 AA4689;SPC AL E     -   203,970.861   145,035.768   MT  0.99999724   -0 18 44.3
 AA4689;UTM  16      - 3,578,088.418   554,847.691   MT  0.99963710   +0 18 42.4
 AA4689
 AA4689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4689!SPC AL E     -   0.99999642  x   0.99999724  =   0.99999366
 AA4689!UTM  16      -   0.99999642  x   0.99963710  =   0.99963352
 AA4689
 AA4689                          SUPERSEDED SURVEY CONTROL
 AA4689
 AA4689  ELLIP H (10/22/97)   22.90   (m)                       GP(       ) 4 1
 AA4689  ELLIP H (04/13/95)   -5.26   (m)                       GP(       ) 4 1
 AA4689  NGVD 29 (04/13/95)   50.7    (m)          166.     (f) GPS OBS        
 AA4689
 AA4689.Superseded values are not recommended for survey control.
 AA4689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4689.See file dsdata.txt to determine how the superseded data were derived.
 AA4689
 AA4689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5484878088(NAD 83)
 AA4689_MARKER: DD = SURVEY DISK
 AA4689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4689_SP_SET: CONCRETE POST
 AA4689_STAMPING: STA. 5038 1994
 AA4689_MARK LOGO: AL-101
 AA4689_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4689+STABILITY: SURFACE MOTION
 AA4689_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4689+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4689
 AA4689  HISTORY     - Date     Condition        Report By
 AA4689  HISTORY     - 1994     MONUMENTED       CH2M
 AA4689
 AA4689                          STATION DESCRIPTION
 AA4689
 AA4689'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4689'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, CANTELOUS
 AA4689'QUADRANGLE, SECTION 26, T16N, R16E.  THE STATION IS LOCATED
 AA4689'APPROXIMATELY 1.2 MI (1.9 KM) EAST OF MITCHELL YOUNG ROAD, ON THE
 AA4689'SOUTH SIDE OF WELL ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY
 AA4689'DISK STAMPED STA. 5038 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4689'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4689'23.12 FT (7.05 M) 159 DEGREES FROM THE CENTERLINE OF WELL ROAD, 113.70
 AA4689'FT (34.66 M) 247 DEGREES FROM A FIRE HYDRANT, AND 4.0 FT (1.2 M) 328
 AA4689'DEGREES FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4690 ***********************************************************************
 AA4690  DESIGNATION -  5043
 AA4690  PID         -  AA4690
 AA4690  STATE/COUNTY-  AL/MONTGOMERY
 AA4690  USGS QUAD   -  CANTELOUS (1981)
 AA4690
 AA4690                         *CURRENT SURVEY CONTROL
 AA4690  ___________________________________________________________________
 AA4690* NAD 83(1992)-  32 17 21.32351(N)    086 24 52.49298(W)     ADJUSTED  
 AA4690* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 AA4690  ___________________________________________________________________
 AA4690  X           -     337,511.108 (meters)                     COMP
 AA4690  Y           -  -5,386,459.850 (meters)                     COMP
 AA4690  Z           -   3,387,609.765 (meters)                     COMP
 AA4690  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA4690  ELLIP HEIGHT-          37.09  (meters)          (07/29/02) GPS OBS
 AA4690  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AA4690
 AA4690  HORZ ORDER  -  FIRST
 AA4690  ELLP ORDER  -  FOURTH    CLASS I
 AA4690
 AA4690.The horizontal coordinates were established by GPS observations
 AA4690.and adjusted by the National Geodetic Survey in April 1995..
 AA4690
 AA4690.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4690
 AA4690.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4690
 AA4690.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4690
 AA4690.The ellipsoidal height was determined by GPS observations
 AA4690.and is referenced to NAD 83.
 AA4690
 AA4690.The geoid height was determined by GEOID03.
 AA4690
 AA4690;                    North         East     Units Scale Factor Converg.
 AA4690;SPC AL E     -   198,526.585   145,250.959   MT  0.99999695   -0 18 37.8
 AA4690;UTM  16      - 3,572,648.765   555,122.030   MT  0.99963747   +0 18 45.8
 AA4690
 AA4690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4690!SPC AL E     -   0.99999418  x   0.99999695  =   0.99999113
 AA4690!UTM  16      -   0.99999418  x   0.99963747  =   0.99963165
 AA4690
 AA4690                          SUPERSEDED SURVEY CONTROL
 AA4690
 AA4690  ELLIP H (10/22/97)   37.16   (m)                       GP(       ) 4 1
 AA4690  ELLIP H (04/13/95)    9.07   (m)                       GP(       ) 4 1
 AA4690  NGVD 29 (04/13/95)   64.8    (m)          213.     (f) GPS OBS        
 AA4690
 AA4690.Superseded values are not recommended for survey control.
 AA4690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4690.See file dsdata.txt to determine how the superseded data were derived.
 AA4690
 AA4690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5512272649(NAD 83)
 AA4690_MARKER: DD = SURVEY DISK
 AA4690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4690_SP_SET: CONCRETE POST
 AA4690_STAMPING: STA. 5043 1994
 AA4690_MARK LOGO: AL-101
 AA4690_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4690+STABILITY: SURFACE MOTION
 AA4690_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4690+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4690
 AA4690  HISTORY     - Date     Condition        Report By
 AA4690  HISTORY     - 1994     MONUMENTED       CH2M
 AA4690
 AA4690                          STATION DESCRIPTION
 AA4690
 AA4690'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4690'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, CANTELOUS
 AA4690'QUADRANGLE, SECTION 12, T15N, R16E.  THE STATION IS LOCATED ON THE
 AA4690'EAST SIDE OF FELDER ROAD APPROXIMATELY 1.0 MI (1.6 KM) SOUTH OF
 AA4690'HIGHWAY 80. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4690'STA. 5043 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4690'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 30.45 FT
 AA4690'(9.28 M) 67 DEGREES FROM THE CENTERLINE OF FELDER ROAD, 25.65 FT (7.82
 AA4690'M) 103 DEGREES FROM THE EDGE OF FELDER ROAD, AND 9.4 FT (2.9 M) 225
 AA4690'DEGREES FROM A FENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4691 ***********************************************************************
 AA4691  DESIGNATION -  5046
 AA4691  PID         -  AA4691
 AA4691  STATE/COUNTY-  AL/MONTGOMERY
 AA4691  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4691
 AA4691                         *CURRENT SURVEY CONTROL
 AA4691  ___________________________________________________________________
 AA4691* NAD 83(1992)-  32 19 09.78398(N)    086 18 27.27542(W)     ADJUSTED  
 AA4691* NAVD 88     -        55.091  (meters)     180.74   (feet)  ADJUSTED  
 AA4691  ___________________________________________________________________
 AA4691  X           -     347,454.677 (meters)                     COMP
 AA4691  Y           -  -5,384,030.050 (meters)                     COMP
 AA4691  Z           -   3,390,428.351 (meters)                     COMP
 AA4691  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA4691  ELLIP HEIGHT-          27.23  (meters)          (07/29/02) GPS OBS
 AA4691  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AA4691  DYNAMIC HT  -          55.028 (meters)     180.54  (feet)  COMP
 AA4691  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 AA4691
 AA4691  HORZ ORDER  -  FIRST
 AA4691  VERT ORDER  -  THIRD
 AA4691  ELLP ORDER  -  FOURTH    CLASS I
 AA4691
 AA4691.The horizontal coordinates were established by GPS observations
 AA4691.and adjusted by the National Geodetic Survey in April 1995..
 AA4691
 AA4691.The orthometric height was determined by differential leveling
 AA4691.and adjusted by the National Geodetic Survey in April 1998..
 AA4691
 AA4691.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4691
 AA4691.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4691
 AA4691.The ellipsoidal height was determined by GPS observations
 AA4691.and is referenced to NAD 83.
 AA4691
 AA4691.The geoid height was determined by GEOID03.
 AA4691
 AA4691.The dynamic height is computed by dividing the NAVD 88
 AA4691.geopotential number by the normal gravity value computed on the
 AA4691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4691.degrees latitude (g = 980.6199 gals.).
 AA4691
 AA4691.The modeled gravity was interpolated from observed gravity values.
 AA4691
 AA4691;                    North         East     Units Scale Factor Converg.
 AA4691;SPC AL E     -   201,817.854   155,344.874   MT  0.99998458   -0 15 12.8
 AA4691;UTM  16      - 3,576,048.504   565,176.055   MT  0.99965238   +0 22 12.8
 AA4691
 AA4691!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4691!SPC AL E     -   0.99999572  x   0.99998458  =   0.99998030
 AA4691!UTM  16      -   0.99999572  x   0.99965238  =   0.99964811
 AA4691
 AA4691                          SUPERSEDED SURVEY CONTROL
 AA4691
 AA4691  ELLIP H (10/22/97)   27.30   (m)                       GP(       ) 4 1
 AA4691  ELLIP H (04/13/95)   -0.86   (m)                       GP(       ) 4 1
 AA4691  NGVD 29 (04/13/95)   55.1    (m)          181.     (f) GPS OBS        
 AA4691
 AA4691.Superseded values are not recommended for survey control.
 AA4691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4691.See file dsdata.txt to determine how the superseded data were derived.
 AA4691
 AA4691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6517676049(NAD 83)
 AA4691_MARKER: DD = SURVEY DISK
 AA4691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4691_SP_SET: CONCRETE POST
 AA4691_STAMPING: STA. 5046 1994
 AA4691_MARK LOGO: AL-101
 AA4691_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4691+STABILITY: SURFACE MOTION
 AA4691_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4691+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4691
 AA4691  HISTORY     - Date     Condition        Report By
 AA4691  HISTORY     - 1994     MONUMENTED       CH2M
 AA4691  HISTORY     - 19940226 GOOD             MSI
 AA4691
 AA4691                          STATION DESCRIPTION
 AA4691
 AA4691'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4691'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4691'SOUTH QUADRANGLE, SECTION 31, T16N, R18E.  THE STATION IS LOCATED ON
 AA4691'THE EAST SIDE OF HIGHWAY 331 APPROXIMATELY 50 FT (15.2 M) SOUTH OF
 AA4691'BOTTOM DRIVE. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4691'STA. 5046 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4691'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 39.46 FT
 AA4691'(12.03 M) 91 DEGREES FROM THE CENTER OF THE MEDIAN, 63.75 FT (19.43 M)
 AA4691'222 DEGREES FROM A POWER POLE, AND 46.86 FT (14.28 M) 185 DEGREES FROM
 AA4691'A FIRE HYDRANT.
 AA4691
 AA4691                          STATION RECOVERY (1994)
 AA4691
 AA4691'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4691'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4692 ***********************************************************************
 AA4692  DESIGNATION -  5061
 AA4692  PID         -  AA4692
 AA4692  STATE/COUNTY-  AL/MONTGOMERY
 AA4692  USGS QUAD   -  BARACHIAS (1987)
 AA4692
 AA4692                         *CURRENT SURVEY CONTROL
 AA4692  ___________________________________________________________________
 AA4692* NAD 83(1992)-  32 16 47.99196(N)    086 10 45.27421(W)     ADJUSTED  
 AA4692* NAVD 88     -        63.886  (meters)     209.60   (feet)  ADJUSTED  
 AA4692  ___________________________________________________________________
 AA4692  X           -     359,669.207 (meters)                     COMP
 AA4692  Y           -  -5,385,574.477 (meters)                     COMP
 AA4692  Z           -   3,386,741.246 (meters)                     COMP
 AA4692  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AA4692  ELLIP HEIGHT-          36.12  (meters)          (07/29/02) GPS OBS
 AA4692  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AA4692  DYNAMIC HT  -          63.812 (meters)     209.36  (feet)  COMP
 AA4692  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 AA4692
 AA4692  HORZ ORDER  -  FIRST
 AA4692  VERT ORDER  -  THIRD
 AA4692  ELLP ORDER  -  FOURTH    CLASS I
 AA4692
 AA4692.The horizontal coordinates were established by GPS observations
 AA4692.and adjusted by the National Geodetic Survey in April 1995..
 AA4692
 AA4692.The orthometric height was determined by differential leveling
 AA4692.and adjusted by the National Geodetic Survey in April 1998..
 AA4692
 AA4692.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4692
 AA4692.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4692
 AA4692.The ellipsoidal height was determined by GPS observations
 AA4692.and is referenced to NAD 83.
 AA4692
 AA4692.The geoid height was determined by GEOID03.
 AA4692
 AA4692.The dynamic height is computed by dividing the NAVD 88
 AA4692.geopotential number by the normal gravity value computed on the
 AA4692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4692.degrees latitude (g = 980.6199 gals.).
 AA4692
 AA4692.The modeled gravity was interpolated from observed gravity values.
 AA4692
 AA4692;                    North         East     Units Scale Factor Converg.
 AA4692;SPC AL E     -   197,404.085   167,414.863   MT  0.99997309   -0 11 05.1
 AA4692;UTM  16      - 3,571,767.677   577,289.527   MT  0.99967366   +0 26 18.1
 AA4692
 AA4692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4692!SPC AL E     -   0.99999433  x   0.99997309  =   0.99996742
 AA4692!UTM  16      -   0.99999433  x   0.99967366  =   0.99966799
 AA4692
 AA4692                          SUPERSEDED SURVEY CONTROL
 AA4692
 AA4692  ELLIP H (10/22/97)   36.20   (m)                       GP(       ) 4 1
 AA4692  ELLIP H (04/13/95)    8.11   (m)                       GP(       ) 4 1
 AA4692  NGVD 29 (04/13/95)   63.9    (m)          210.     (f) GPS OBS        
 AA4692
 AA4692.Superseded values are not recommended for survey control.
 AA4692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4692.See file dsdata.txt to determine how the superseded data were derived.
 AA4692
 AA4692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7729071768(NAD 83)
 AA4692_MARKER: DD = SURVEY DISK
 AA4692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4692_SP_SET: CONCRETE POST
 AA4692_STAMPING: STA. 5061 1994
 AA4692_MARK LOGO: AL-101
 AA4692_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4692+STABILITY: SURFACE MOTION
 AA4692_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4692+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2003
 AA4692
 AA4692  HISTORY     - Date     Condition        Report By
 AA4692  HISTORY     - 1994     MONUMENTED       CH2M
 AA4692  HISTORY     - 19940226 GOOD             MSI
 AA4692  HISTORY     - 20030228 GOOD             INDIV
 AA4692
 AA4692                          STATION DESCRIPTION
 AA4692
 AA4692'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4692'THE STATION IS LOCATED APPROXIMATELY 4.85 MI (7.81 KM) SOUTHEAST OF
 AA4692'THE SOUTHERN BOULEVARD TROY HIGHWAY (231) INTERSECTION, BARACHIAS
 AA4692'QUADRANGLE, SECTION 17, T15N, R19E.  THE STATION IS LOCATED
 AA4692'APPROXIMATELY 1.5 MI (2.4 KM) SOUTH OF TAYLOR ROAD ON HIGHWAY 231,
 AA4692'APPROXIMATELY 500 FT (152.4 M) SOUTH OF THE CHEVRON GAS STATION, IN
 AA4692'THE GRASS MEDIAN. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4692'STAMPED STA. 5061 1994 AND SET ON TOP OF A 10 INCH DIAMETER CONCRETE
 AA4692'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 24.39 FT
 AA4692'(7.43 M) 55 DEGREES FROM THE CENTERLINE OF 231 SOUTH, 40.20 FT (12.25
 AA4692'M) 236 DEGREES FROM THE CENTERLINE OF 231 NORTH, 202.85 FT (61.83 M)
 AA4692'320 DEGREES FROM A STORM DRAIN.
 AA4692
 AA4692                          STATION RECOVERY (1994)
 AA4692
 AA4692'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4692'RECOVERED AS DESCRIBED.
 AA4692
 AA4692                          STATION RECOVERY (2003)
 AA4692
 AA4692'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (RL)
 AA4692'RECOVERED BY COMPASSCOM, INC.
 AA4692' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4693 ***********************************************************************
 AA4693  DESIGNATION -  5062
 AA4693  PID         -  AA4693
 AA4693  STATE/COUNTY-  AL/MONTGOMERY
 AA4693  USGS QUAD   -  BARACHIAS (1987)
 AA4693
 AA4693                         *CURRENT SURVEY CONTROL
 AA4693  ___________________________________________________________________
 AA4693* NAD 83(1992)-  32 16 56.06802(N)    086 09 32.87240(W)     ADJUSTED  
 AA4693* NAVD 88     -        67.440  (meters)     221.26   (feet)  ADJUSTED  
 AA4693  ___________________________________________________________________
 AA4693  X           -     361,550.898 (meters)                     COMP
 AA4693  Y           -  -5,385,318.336 (meters)                     COMP
 AA4693  Z           -   3,386,953.468 (meters)                     COMP
 AA4693  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AA4693  ELLIP HEIGHT-          39.68  (meters)          (07/29/02) GPS OBS
 AA4693  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AA4693  DYNAMIC HT  -          67.363 (meters)     221.01  (feet)  COMP
 AA4693  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 AA4693
 AA4693  HORZ ORDER  -  FIRST
 AA4693  VERT ORDER  -  THIRD
 AA4693  ELLP ORDER  -  FOURTH    CLASS I
 AA4693
 AA4693.The horizontal coordinates were established by GPS observations
 AA4693.and adjusted by the National Geodetic Survey in April 1995..
 AA4693
 AA4693.The orthometric height was determined by differential leveling
 AA4693.and adjusted by the National Geodetic Survey in April 1998..
 AA4693
 AA4693.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4693
 AA4693.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4693
 AA4693.The ellipsoidal height was determined by GPS observations
 AA4693.and is referenced to NAD 83.
 AA4693
 AA4693.The geoid height was determined by GEOID03.
 AA4693
 AA4693.The dynamic height is computed by dividing the NAVD 88
 AA4693.geopotential number by the normal gravity value computed on the
 AA4693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4693.degrees latitude (g = 980.6199 gals.).
 AA4693
 AA4693.The modeled gravity was interpolated from observed gravity values.
 AA4693
 AA4693;                    North         East     Units Scale Factor Converg.
 AA4693;SPC AL E     -   197,646.914   169,310.169   MT  0.99997161   -0 10 26.4
 AA4693;UTM  16      - 3,572,031.026   579,181.517   MT  0.99967732   +0 26 56.8
 AA4693
 AA4693!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4693!SPC AL E     -   0.99999377  x   0.99997161  =   0.99996538
 AA4693!UTM  16      -   0.99999377  x   0.99967732  =   0.99967109
 AA4693
 AA4693                          SUPERSEDED SURVEY CONTROL
 AA4693
 AA4693  ELLIP H (10/22/97)   39.76   (m)                       GP(       ) 4 1
 AA4693  ELLIP H (04/13/95)   11.72   (m)                       GP(       ) 4 1
 AA4693  NGVD 29 (04/13/95)   67.4    (m)          221.     (f) GPS OBS        
 AA4693
 AA4693.Superseded values are not recommended for survey control.
 AA4693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4693.See file dsdata.txt to determine how the superseded data were derived.
 AA4693
 AA4693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7918272031(NAD 83)
 AA4693_MARKER: DD = SURVEY DISK
 AA4693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4693_SP_SET: CONCRETE POST
 AA4693_STAMPING: STA. 5062 1994
 AA4693_MARK LOGO: AL-101
 AA4693_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4693+STABILITY: SURFACE MOTION
 AA4693_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4693+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4693
 AA4693  HISTORY     - Date     Condition        Report By
 AA4693  HISTORY     - 1994     MONUMENTED       CH2M
 AA4693  HISTORY     - 19940226 GOOD             MSI
 AA4693
 AA4693                          STATION DESCRIPTION
 AA4693
 AA4693'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4693'THE STATION IS LOCATED APPROXIMATELY .75 MI (1.21 KM) SOUTH OF PERRYS
 AA4693'MILL, BARACHIAS QUADRANGLE, SECTION 16, T15N, R19E.  THE STATION IS
 AA4693'LOCATED APPROXIMATELY 0.85 MI (1.37 KM) NORTH OF MERIWETHER ROAD ON
 AA4693'THE EAST SIDE OF BARNES ROAD. THE STATION IS A MONTGOMERY COUNTY
 AA4693'SURVEY DISK STAMPED STA. 5062 1994, AND SET IN THE TOP OF A 10 INCH
 AA4693'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS
 AA4693'LOCATED 19.45 FT (5.93 M) 110 DEGREES FROM THE CENTERLINE OF BARNES
 AA4693'ROAD, 92.68 FT (28.25 M) 18 DEGREES FROM A CONCRETE CULVERT, AND
 AA4693'161.41 FT (49.20 M) 198 DEGREES FROM A POWER POLE.
 AA4693
 AA4693                          STATION RECOVERY (1994)
 AA4693
 AA4693'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4693'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4694 ***********************************************************************
 AA4694  DESIGNATION -  5067
 AA4694  PID         -  AA4694
 AA4694  STATE/COUNTY-  AL/MONTGOMERY
 AA4694  USGS QUAD   -  MOUNT MEIGS (1987)
 AA4694
 AA4694                         *CURRENT SURVEY CONTROL
 AA4694  ___________________________________________________________________
 AA4694* NAD 83(1992)-  32 22 07.27719(N)    086 04 39.15397(W)     ADJUSTED  
 AA4694* NAVD 88     -        62.931  (meters)     206.47   (feet)  ADJUSTED  
 AA4694  ___________________________________________________________________
 AA4694  X           -     368,868.216 (meters)                     COMP
 AA4694  Y           -  -5,379,679.871 (meters)                     COMP
 AA4694  Z           -   3,395,051.614 (meters)                     COMP
 AA4694  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 AA4694  ELLIP HEIGHT-          34.86  (meters)          (07/29/02) GPS OBS
 AA4694  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA4694  DYNAMIC HT  -          62.859 (meters)     206.23  (feet)  COMP
 AA4694  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 AA4694
 AA4694  HORZ ORDER  -  FIRST
 AA4694  VERT ORDER  -  THIRD
 AA4694  ELLP ORDER  -  FOURTH    CLASS I
 AA4694
 AA4694.The horizontal coordinates were established by GPS observations
 AA4694.and adjusted by the National Geodetic Survey in April 1995..
 AA4694
 AA4694.The orthometric height was determined by differential leveling
 AA4694.and adjusted by the National Geodetic Survey in April 1998..
 AA4694
 AA4694.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4694
 AA4694.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4694
 AA4694.The ellipsoidal height was determined by GPS observations
 AA4694.and is referenced to NAD 83.
 AA4694
 AA4694.The geoid height was determined by GEOID03.
 AA4694
 AA4694.The dynamic height is computed by dividing the NAVD 88
 AA4694.geopotential number by the normal gravity value computed on the
 AA4694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4694.degrees latitude (g = 980.6199 gals.).
 AA4694
 AA4694.The modeled gravity was interpolated from observed gravity values.
 AA4694
 AA4694;                    North         East     Units Scale Factor Converg.
 AA4694;SPC AL E     -   207,212.475   177,017.590   MT  0.99996651   -0 07 50.7
 AA4694;UTM  16      - 3,581,677.202   586,782.168   MT  0.99969287   +0 29 38.0
 AA4694
 AA4694!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4694!SPC AL E     -   0.99999453  x   0.99996651  =   0.99996104
 AA4694!UTM  16      -   0.99999453  x   0.99969287  =   0.99968740
 AA4694
 AA4694                          SUPERSEDED SURVEY CONTROL
 AA4694
 AA4694  ELLIP H (10/22/97)   34.95   (m)                       GP(       ) 4 1
 AA4694  ELLIP H (04/13/95)    6.59   (m)                       GP(       ) 4 1
 AA4694  NGVD 29 (04/13/95)   62.9    (m)          206.     (f) GPS OBS        
 AA4694
 AA4694.Superseded values are not recommended for survey control.
 AA4694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4694.See file dsdata.txt to determine how the superseded data were derived.
 AA4694
 AA4694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8678281677(NAD 83)
 AA4694_MARKER: DD = SURVEY DISK
 AA4694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4694_SP_SET: CONCRETE POST
 AA4694_STAMPING: STA. 5067 1994
 AA4694_MARK LOGO: AL-101
 AA4694_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4694+STABILITY: SURFACE MOTION
 AA4694_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4694+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4694
 AA4694  HISTORY     - Date     Condition        Report By
 AA4694  HISTORY     - 1994     MONUMENTED       CH2M
 AA4694  HISTORY     - 19940226 GOOD             MSI
 AA4694
 AA4694                          STATION DESCRIPTION
 AA4694
 AA4694'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4694'THE STATION IS LOCATED APPROXIMATELY 1.7 MI (2.7 KM) WEST OF THE
 AA4694'VILLAGE OF WAUGH, MOUNT MEIGS QUADRANGLE, SECTION 17, T16N, R20E. THE
 AA4694'STATION IS LOCATED APPROXIMATELY 1.4 MI (2.3 KM) WEST OF THE WAUGH
 AA4694'EXIT ON I-85, ON THE SOUTH SIDE OF THE SERVICE ROAD, ON THE NORTH SIDE
 AA4694'OF THE INTERSTATE. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4694'STAMPED STA. 5067 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4694'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4694'15.59 FT (4.75 M) 183 DEGREES FROM THE CENTERLINE OF THE SERVICE ROAD,
 AA4694'93.71 FT (28.56 M) 238 DEGREES FROM A CONCRETE WARNING MONUMENT, AND
 AA4694'12.35 FT (3.76 M) 344 DEGREES FROM THE INTERSTATE FENCE BARRIER POST
 AA4694'WITH CROSSBEAM.
 AA4694
 AA4694                          STATION RECOVERY (1994)
 AA4694
 AA4694'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4694'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4695 ***********************************************************************
 AA4695  DESIGNATION -  5071
 AA4695  PID         -  AA4695
 AA4695  STATE/COUNTY-  AL/MONTGOMERY
 AA4695  USGS QUAD   -  MOUNT MEIGS (1987)
 AA4695
 AA4695                         *CURRENT SURVEY CONTROL
 AA4695  ___________________________________________________________________
 AA4695* NAD 83(1992)-  32 19 49.90239(N)    086 07 19.21200(W)     ADJUSTED  
 AA4695* NAVD 88     -        75.163  (meters)     246.60   (feet)  ADJUSTED  
 AA4695  ___________________________________________________________________
 AA4695  X           -     364,847.410 (meters)                     COMP
 AA4695  Y           -  -5,382,234.024 (meters)                     COMP
 AA4695  Z           -   3,391,483.327 (meters)                     COMP
 AA4695  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA4695  ELLIP HEIGHT-          47.23  (meters)          (07/29/02) GPS OBS
 AA4695  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AA4695  DYNAMIC HT  -          75.077 (meters)     246.32  (feet)  COMP
 AA4695  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 AA4695
 AA4695  HORZ ORDER  -  FIRST
 AA4695  VERT ORDER  -  THIRD
 AA4695  ELLP ORDER  -  FOURTH    CLASS I
 AA4695
 AA4695.The horizontal coordinates were established by GPS observations
 AA4695.and adjusted by the National Geodetic Survey in April 1995..
 AA4695
 AA4695.The orthometric height was determined by differential leveling
 AA4695.and adjusted by the National Geodetic Survey in April 1998..
 AA4695
 AA4695.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4695
 AA4695.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4695
 AA4695.The ellipsoidal height was determined by GPS observations
 AA4695.and is referenced to NAD 83.
 AA4695
 AA4695.The geoid height was determined by GEOID03.
 AA4695
 AA4695.The dynamic height is computed by dividing the NAVD 88
 AA4695.geopotential number by the normal gravity value computed on the
 AA4695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4695.degrees latitude (g = 980.6199 gals.).
 AA4695
 AA4695.The modeled gravity was interpolated from observed gravity values.
 AA4695
 AA4695;                    North         East     Units Scale Factor Converg.
 AA4695;SPC AL E     -   202,991.400   172,822.010   MT  0.99996911   -0 09 15.8
 AA4695;UTM  16      - 3,577,411.855   582,633.988   MT  0.99968420   +0 28 10.5
 AA4695
 AA4695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4695!SPC AL E     -   0.99999258  x   0.99996911  =   0.99996169
 AA4695!UTM  16      -   0.99999258  x   0.99968420  =   0.99967679
 AA4695
 AA4695                          SUPERSEDED SURVEY CONTROL
 AA4695
 AA4695  ELLIP H (10/22/97)   47.31   (m)                       GP(       ) 4 1
 AA4695  ELLIP H (04/13/95)   19.12   (m)                       GP(       ) 4 1
 AA4695  NGVD 29 (04/13/95)   75.1    (m)          246.     (f) GPS OBS        
 AA4695
 AA4695.Superseded values are not recommended for survey control.
 AA4695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4695.See file dsdata.txt to determine how the superseded data were derived.
 AA4695
 AA4695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8263477412(NAD 83)
 AA4695_MARKER: DD = SURVEY DISK
 AA4695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4695_SP_SET: CONCRETE POST
 AA4695_STAMPING: STA. 5071 1994
 AA4695_MARK LOGO: AL-101
 AA4695_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4695+STABILITY: SURFACE MOTION
 AA4695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4695+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4695
 AA4695  HISTORY     - Date     Condition        Report By
 AA4695  HISTORY     - 1994     MONUMENTED       CH2M
 AA4695  HISTORY     - 19940226 GOOD             MSI
 AA4695
 AA4695                          STATION DESCRIPTION
 AA4695
 AA4695'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4695'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MOUNT MEIGS
 AA4695'QUADRANGLE, SECTION 35, T16N, R19E.  THE STATION IS LOCATED
 AA4695'APPROXIMATELY 0.8 MI (1.3 KM) SOUTH OF VAUGHN ROAD AT THE SOUTHWEST
 AA4695'CORNER OF THE FOXHALL ROAD HUNTER TRAIL INTERSECTION. THE STATION IS A
 AA4695'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5071 1994 SET IN THE TOP OF
 AA4695'A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.
 AA4695'THE DISK IS LOCATED 8.5 FT (2.6 M) 220 DEGREES FROM A FIRE HYDRANT, 32
 AA4695'FT (9.8 M) FROM A POWER POLE, AND 31.71 FT (9.67 M) 282 DEGREES FROM
 AA4695'THE CENTERLINE OF FOXHALL ROAD.
 AA4695
 AA4695                          STATION RECOVERY (1994)
 AA4695
 AA4695'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4695'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0707 ***********************************************************************
 EF0707  DESIGNATION -  51
 EF0707  PID         -  EF0707
 EF0707  STATE/COUNTY-  AL/LIMESTONE
 EF0707  USGS QUAD   -  MASON RIDGE (1973)
 EF0707
 EF0707                         *CURRENT SURVEY CONTROL
 EF0707  ___________________________________________________________________
 EF0707* NAD 83(1986)-  34 33 48.     (N)    086 50 46.     (W)     SCALED    
 EF0707* NAVD 88     -       170.670  (meters)     559.94   (feet)  ADJUSTED  
 EF0707  ___________________________________________________________________
 EF0707  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 EF0707  DYNAMIC HT  -         170.501 (meters)     559.39  (feet)  COMP
 EF0707  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 EF0707
 EF0707  VERT ORDER  -  FIRST     CLASS II
 EF0707
 EF0707.The horizontal coordinates were scaled from a topographic map and have
 EF0707.an estimated accuracy of +/- 6 seconds.
 EF0707
 EF0707.The orthometric height was determined by differential leveling
 EF0707.and adjusted by the National Geodetic Survey in June 1991..
 EF0707
 EF0707.The geoid height was determined by GEOID03.
 EF0707
 EF0707.The dynamic height is computed by dividing the NAVD 88
 EF0707.geopotential number by the normal gravity value computed on the
 EF0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0707.degrees latitude (g = 980.6199 gals.).
 EF0707
 EF0707.The modeled gravity was interpolated from observed gravity values.
 EF0707
 EF0707;                    North         East    Units  Estimated Accuracy
 EF0707;SPC AL W     -   506,200.      660,000.      MT  (+/- 180 meters Scaled)
 EF0707
 EF0707                          SUPERSEDED SURVEY CONTROL
 EF0707
 EF0707  NGVD 29 (??/??/92)  170.632  (m)          559.82   (f) ADJ UNCH    1 2
 EF0707
 EF0707.Superseded values are not recommended for survey control.
 EF0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0707.See file dsdata.txt to determine how the superseded data were derived.
 EF0707
 EF0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED141246(NAD 83)
 EF0707_MARKER: DD = SURVEY DISK
 EF0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0707+STABILITY: SURFACE MOTION
 EF0707
 EF0707  HISTORY     - Date     Condition        Report By
 EF0707  HISTORY     - UNK      MONUMENTED       USE
 EF0707  HISTORY     - 1933     GOOD             NGS
 EF0707  HISTORY     - 1950     GOOD             TVA
 EF0707
 EF0707                          STATION DESCRIPTION
 EF0707
 EF0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0707'8 MI SE FROM DECATUR.
 EF0707'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 151,
 EF0707'OPPOSITE CAVE SPRING BRANCH, 150 FEET FROM CREST OF BANK AND 3 FEET
 EF0707'N.E. OF BLAZED RED ELM 8 IN. TREE AT ROCK HOUSE LANDING.  NOTE-- MARK
 EF0707'IS 1 FOOT SOUTH OF A STEEL POST WITH A CONTROL MARKER.
 EF0707
 EF0707                          STATION RECOVERY (1950)
 EF0707
 EF0707'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1836 ***********************************************************************
 DG1836  DESIGNATION -  51
 DG1836  PID         -  DG1836
 DG1836  STATE/COUNTY-  AL/CALHOUN
 DG1836  USGS QUAD   -  OXFORD (1983)
 DG1836
 DG1836                         *CURRENT SURVEY CONTROL
 DG1836  ___________________________________________________________________
 DG1836* NAD 83(1992)-  33 37 15.34770(N)    085 44 59.97921(W)     ADJUSTED  
 DG1836* NAVD 88     -       209.043  (meters)     685.84   (feet)  ADJUSTED  
 DG1836  ___________________________________________________________________
 DG1836  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 DG1836  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1836  DYNAMIC HT  -         208.818 (meters)     685.10  (feet)  COMP
 DG1836  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 DG1836
 DG1836  HORZ ORDER  -  FIRST
 DG1836  VERT ORDER  -  SECOND    CLASS 0
 DG1836
 DG1836.The horizontal coordinates were established by classical geodetic methods
 DG1836.and adjusted by the National Geodetic Survey in December 1992..
 DG1836
 DG1836.The orthometric height was determined by differential leveling
 DG1836.and adjusted by the National Geodetic Survey in June 1991..
 DG1836
 DG1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG1836
 DG1836.The geoid height was determined by GEOID03.
 DG1836
 DG1836.The dynamic height is computed by dividing the NAVD 88
 DG1836.geopotential number by the normal gravity value computed on the
 DG1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1836.degrees latitude (g = 980.6199 gals.).
 DG1836
 DG1836.The modeled gravity was interpolated from observed gravity values.
 DG1836
 DG1836;                    North         East     Units Scale Factor Converg.
 DG1836;SPC AL E     -   346,062.917   207,732.988   MT  0.99996074   +0 02 46.1
 DG1836;UTM  16      - 3,720,827.123   615,949.139   MT  0.99976574   +0 41 31.9
 DG1836
 DG1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG1836!SPC AL E     -   0.99997169  x   0.99996074  =   0.99993243
 DG1836!UTM  16      -   0.99997169  x   0.99976574  =   0.99973744
 DG1836
 DG1836:                Primary Azimuth Mark                     Grid Az
 DG1836:SPC AL E     -  51 AZ MK                                 260 30 11.0
 DG1836:UTM  16      -  51 AZ MK                                 259 51 25.2
 DG1836
 DG1836|---------------------------------------------------------------------|
 DG1836| PID    Reference Object                     Distance      Geod. Az  |
 DG1836|                                                           dddmmss.s |
 DG1836| CZ3356 51 AZ MK                                           2603257.1 |
 DG1836|---------------------------------------------------------------------|
 DG1836
 DG1836                          SUPERSEDED SURVEY CONTROL
 DG1836
 DG1836  NAD 83(1986)-  33 37 15.35259(N)    085 44 59.97326(W) AD(       ) 1
 DG1836  NAD 27      -  33 37 14.97400(N)    085 45 00.10600(W) AD(       ) 1
 DG1836  NGVD 29 (??/??/92)  208.976  (m)          685.62   (f) ADJ UNCH    2 0
 DG1836
 DG1836.Superseded values are not recommended for survey control.
 DG1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1836.See file dsdata.txt to determine how the superseded data were derived.
 DG1836
 DG1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1594920827(NAD 83)
 DG1836_MARKER: DD = SURVEY DISK
 DG1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1836_STAMPING: NO 51 1934
 DG1836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1836+STABILITY: SURFACE MOTION
 DG1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG1836+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 DG1836
 DG1836  HISTORY     - Date     Condition        Report By
 DG1836  HISTORY     - 1934     MONUMENTED       USGS
 DG1836  HISTORY     - 1948     GOOD             NGS
 DG1836  HISTORY     - 1965     MARK NOT FOUND   CGS
 DG1836  HISTORY     - 1967     MARK NOT FOUND   USGS
 DG1836  HISTORY     - 20040412 GOOD             ALHD
 DG1836
 DG1836                          STATION DESCRIPTION
 DG1836
 DG1836'DESCRIBED BY US GEOLOGICAL SURVEY 1934 (GWL)
 DG1836'STATION IS ABOUT 4.0 MILES SE OF OXFORD, ON THE CROWN OF A SMALL
 DG1836'HILL NEAR A FORD ADVERTISING SIGN, 32 FEET N OF THE CENTER LINE
 DG1836'OF U.S. HIGHWAY 78 ON THE HIGHWAY PROPERTY.  IT IS A MARK OF
 DG1836'THE U.S. GEOLOGICAL SURVEY, A BRONZE DISK SET IN A 6 IN. BY 6 IN.
 DG1836'CONCRETE POST AND PROJECTS 6 INCHES ABOVE THE GROUND.
 DG1836'
 DG1836'REFERENCE AND AZIMUTH MARKS ARE STANDARD U.S.G.S. DISKS SET
 DG1836'IN BLOCKS OF CONCRETE.
 DG1836'
 DG1836'REFERENCE MARK NO. 1 IS ON THE E SLOPE OF THE HILL, AND 30
 DG1836'FEET N OF THE CENTER LINE OF U.S. HIGHWAY 78.  IT IS STAMPED
 DG1836'U.S.G.S. NO. 51-NO. 1 AND PROJECTS 4 INCHES ABOVE THE GROUND.
 DG1836'
 DG1836'REFERENCE MARK NO.2 IS ON A HILL OF THE S SHOULDER OF THE
 DG1836'HIGHWAY AND APPROXIMATELY OF THE SAME ELEVATION AS THE
 DG1836'STATION MARK, IT IS STAMPED U.S.G.S. NO. 51-NO. 2 AND PROJECTS 6
 DG1836'INCHES ABOVE THE GROUND.
 DG1836'
 DG1836'AZIMUTH MARK IS 89 FEET E OF THE E SIDE OF A LARGE BROWN BRICK
 DG1836'HOUSE OWNED AND OCCUPIED BY MR. S.J. BORDERS.  TO REACH FROM THE
 DG1836'STATION, GO W ON U.S. HIGHWAY 78 FOR 0.4 MILE TO A DRIVEWAY
 DG1836'LEADING UP TO BRICK HOUSE ON THE HILL, TURN RIGHT INTO THE
 DG1836'DRIVEWAY AND GO N 0.05 MILE TO THE HOUSE AND MARK ON THE E SIDE.
 DG1836'
 DG1836'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 78 AND 241
 DG1836'IN OXFORD, GO E ON U.S. HILGHWAY 78 FOR 4.9 MILES TO A FORD
 DG1836'ADVERTISING SIGN ON THE LEFT AND THE STATION.
 DG1836'A 64-FOOT TOWER NEEDED TO SEE STATION BROCK, AND 37-FOOT TOWER
 DG1836'WILL SEE STATIONS CHEEHAHAW AND OXANNA.
 DG1836'
 DG1836'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DG1836
 DG1836                          STATION RECOVERY (1948)
 DG1836
 DG1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DG1836'0.4 MI SE FROM DE ARMANVILLE.
 DG1836'ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 DG1836'CHURCH AT DE ARMANVILLE, THENCE ABOUT 0.1 MILE EAST ALONG U.S.
 DG1836'HIGHWAY 78, 31.5 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 DG1836'24.2 FEET EAST OF A TELEPHONE POLE, 77.3 FEET NORTH AND ACROSS
 DG1836'THE HIGHWAY FROM R.M. NO. 2, ABOUT 4 FEET ABOVE THE HIGHWAY AND
 DG1836'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE--
 DG1836'GRADING OPERATIONS HAVE REMOVED DIRT AROUND MARK SO THAT ONLY
 DG1836'A SMALL DIRT BANK ABOUT 4 FEET HIGH REMAINS WHERE THE MARK IS NOW
 DG1836'SET.
 DG1836
 DG1836                          STATION RECOVERY (1965)
 DG1836
 DG1836'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 DG1836'THE STATION AND R.M. NO. 1 WERE NOT RECOVERED.  THE STATION SITE
 DG1836'SHOWS EXTENSIVE EXCAVATIONS AND IT IS ASSUMED THAT THE STATION WAS
 DG1836'LOST DURING THIS EXCAVATION.
 DG1836'
 DG1836'R.M. NO. 2 WAS RECOVERED IN GOOD CONDITION.
 DG1836'IT SHOULD BE NOTED THAT THE R.M. NOW PROJECTS 2 FEET
 DG1836'ABOVE THE GROUND.
 DG1836'
 DG1836'NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 DG1836
 DG1836                          STATION RECOVERY (1967)
 DG1836
 DG1836'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DG1836'MARK NOT FOUND.
 DG1836
 DG1836                          STATION RECOVERY (2004)
 DG1836
 DG1836'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 DG1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3212 ***********************************************************************
 CN3212  DESIGNATION -  51 1
 CN3212  PID         -  CN3212
 CN3212  STATE/COUNTY-  AL/MONTGOMERY
 CN3212  USGS QUAD   -  WILLOW SPRINGS (1987)
 CN3212
 CN3212                         *CURRENT SURVEY CONTROL
 CN3212  ___________________________________________________________________
 CN3212* NAD 83(1992)-  32 27 00.64639(N)    086 12 17.92956(W)     ADJUSTED  
 CN3212* NAVD 88     -        51.8    (meters)     170.     (feet)  VERTCON   
 CN3212  ___________________________________________________________________
 CN3212  X           -     356,580.580 (meters)                     COMP
 CN3212  Y           -  -5,375,644.539 (meters)                     COMP
 CN3212  Z           -   3,402,674.869 (meters)                     COMP
 CN3212  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 CN3212  ELLIP HEIGHT-          23.48  (meters)          (07/29/02) GPS OBS
 CN3212  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 CN3212
 CN3212  HORZ ORDER  -  FIRST
 CN3212  ELLP ORDER  -  FOURTH    CLASS I
 CN3212
 CN3212.The horizontal coordinates were established by GPS observations
 CN3212.and adjusted by the National Geodetic Survey in December 1992..
 CN3212
 CN3212.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3212
 CN3212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3212
 CN3212.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3212
 CN3212.The ellipsoidal height was determined by GPS observations
 CN3212.and is referenced to NAD 83.
 CN3212
 CN3212.The geoid height was determined by GEOID03.
 CN3212
 CN3212;                    North         East     Units Scale Factor Converg.
 CN3212;SPC AL E     -   216,283.615   165,055.861   MT  0.99997505   -0 11 57.9
 CN3212;UTM  16      - 3,590,614.663   574,725.649   MT  0.99966886   +0 25 35.8
 CN3212
 CN3212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3212!SPC AL E     -   0.99999631  x   0.99997505  =   0.99997136
 CN3212!UTM  16      -   0.99999631  x   0.99966886  =   0.99966517
 CN3212
 CN3212:                Primary Azimuth Mark                     Grid Az
 CN3212:SPC AL E     -  J 295 RESET                              351 07 29.2
 CN3212:UTM  16      -  J 295 RESET                              350 29 55.5
 CN3212
 CN3212|---------------------------------------------------------------------|
 CN3212| PID    Reference Object                     Distance      Geod. Az  |
 CN3212|                                                           dddmmss.s |
 CN3212| CN3146 J 295 RESET                         454.182 METERS 3505531.3 |
 CN3212|---------------------------------------------------------------------|
 CN3212
 CN3212                          SUPERSEDED SURVEY CONTROL
 CN3212
 CN3212  ELLIP H (12/04/92)   23.55   (m)                       GP(       ) 4 1
 CN3212  NAD 83(1986)-  32 27 00.65626(N)    086 12 17.93544(W) AD(       ) 1
 CN3212  NGVD 29 (12/04/92)   51.8    (m)          170.     (f) GPS OBS        
 CN3212
 CN3212.Superseded values are not recommended for survey control.
 CN3212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3212.See file dsdata.txt to determine how the superseded data were derived.
 CN3212
 CN3212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7472690615(NAD 83)
 CN3212_MARKER: DD = SURVEY DISK
 CN3212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3212_SP_SET: CONCRETE POST
 CN3212_STAMPING: 51-1 1991
 CN3212_MARK LOGO: ALHD  
 CN3212_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3212+STABILITY: SURFACE MOTION
 CN3212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3212+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3212
 CN3212  HISTORY     - Date     Condition        Report By
 CN3212  HISTORY     - 1991     MONUMENTED       ALHD
 CN3212
 CN3212                          STATION DESCRIPTION
 CN3212
 CN3212'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3212'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE WEST RIGHT OF WAY
 CN3212'OF MONTGOMERY COUNTY ROAD NO. 111, ABOUT 6.20 MI (9.98 KM) SOUTH OF
 CN3212'WETUMPKA AND ABOUT 7.30 MI (11.75 KM) NORTHEAST OF MONTGOMERY.
 CN3212'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND THE NORTHERN
 CN3212'BYPASS (MILE POST 112.85 ON U.S. 231) IN MONTGOMERY, DRIVE NORTH ON
 CN3212'U.S. 231 FOR 2.75 MI (4.43 KM) TO MILE POST 116.60 AND MONTGOMERY
 CN3212'COUNTY ROAD NO. 111 ON THE RIGHT, TURN RIGHT ON MONTGOMERY COUNTY
 CN3212'ROAD NO. 111 AND DRIVE SOUTH 0.30 MI (0.48 KM) TO THE STATION ON THE
 CN3212'RIGHT.
 CN3212'THE STATION IS 17.4 FT (5.3 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 CN3212'MONTGOMERY COUNTY ROAD NO. 111, 21.9 FT (6.7 M) SOUTH-SOUTHEAST OF
 CN3212'THE SOUTH ONE OF FOUR MAIL BOXES (ROUTE A 12 BOX 496), 45.1 FT
 CN3212'(13.7 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. PED 44, 47.2 FT
 CN3212'(14.4 M) SOUTHEAST OF A JUNCTION POWER POLE, 71.0 FT (21.6 M)
 CN3212'SOUTHWEST OF THE SOUTHWEST CORNER OF THE FRONT PORCH OF AN ABANDONED
 CN3212'CAFE ACROSS THE ROAD, 72.2 FT (22.0 M) WEST-NORTHWEST OF A NIGHT
 CN3212'LIGHT POLE ACROSS THE ROAD, 75.5 FT (23.0 M) SOUTHWEST OF THE
 CN3212'NORTHWEST CORNER OF THE FRONT PORCH OF AN ABANDONED CAFE ACROSS THE
 CN3212'ROAD, 1.6 FT (0.5 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND
 CN3212'SET FLUSH WITH THE GROUND.
 CN3212'BENCH MARK J 295 1949 RESET 1990 MAY BE USED AS AN AZIMUTH FOR THIS
 CN3212'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3174 ***********************************************************************
 CN3174  DESIGNATION -  51 10
 CN3174  PID         -  CN3174
 CN3174  STATE/COUNTY-  AL/MONTGOMERY
 CN3174  USGS QUAD   -  SELLERS (1985)
 CN3174
 CN3174                         *CURRENT SURVEY CONTROL
 CN3174  ___________________________________________________________________
 CN3174* NAD 83(1992)-  32 04 07.68003(N)    086 18 14.86430(W)     ADJUSTED  
 CN3174* NAVD 88     -        88.1    (meters)     289.     (feet)  GPS OBS   
 CN3174  ___________________________________________________________________
 CN3174  X           -     348,734.802 (meters)                     COMP
 CN3174  Y           -  -5,398,811.643 (meters)                     COMP
 CN3174  Z           -   3,366,931.129 (meters)                     COMP
 CN3174  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 CN3174  ELLIP HEIGHT-          60.87  (meters)          (07/29/02) GPS OBS
 CN3174  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CN3174
 CN3174  HORZ ORDER  -  FIRST
 CN3174  ELLP ORDER  -  FOURTH    CLASS I
 CN3174
 CN3174.The horizontal coordinates were established by GPS observations
 CN3174.and adjusted by the National Geodetic Survey in December 1992..
 CN3174
 CN3174.The orthometric height was determined by GPS observations and a
 CN3174.high-resolution geoid model.
 CN3174
 CN3174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3174
 CN3174.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3174
 CN3174.The ellipsoidal height was determined by GPS observations
 CN3174.and is referenced to NAD 83.
 CN3174
 CN3174.The geoid height was determined by GEOID03.
 CN3174
 CN3174;                    North         East     Units Scale Factor Converg.
 CN3174;SPC AL E     -   174,029.765   155,547.850   MT  0.99998436   -0 14 59.9
 CN3174;UTM  16      - 3,548,273.468   565,680.320   MT  0.99965320   +0 22 10.1
 CN3174
 CN3174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3174!SPC AL E     -   0.99999044  x   0.99998436  =   0.99997480
 CN3174!UTM  16      -   0.99999044  x   0.99965320  =   0.99964365
 CN3174
 CN3174:                Primary Azimuth Mark                     Grid Az
 CN3174:SPC AL E     -  51 9                                     176 58 52.6
 CN3174:UTM  16      -  51 9                                     176 21 42.6
 CN3174
 CN3174|---------------------------------------------------------------------|
 CN3174| PID    Reference Object                     Distance      Geod. Az  |
 CN3174|                                                           dddmmss.s |
 CN3174| CN3181 51 9                                457.226 METERS 1764352.7 |
 CN3174|---------------------------------------------------------------------|
 CN3174
 CN3174                          SUPERSEDED SURVEY CONTROL
 CN3174
 CN3174  ELLIP H (12/04/92)   60.96   (m)                       GP(       ) 4 1
 CN3174  NAD 83(1986)-  32 04 07.68979(N)    086 18 14.86840(W) AD(       ) 1
 CN3174  NGVD 29 (12/04/92)   88.1    (m)          289.     (f) GPS OBS        
 CN3174
 CN3174.Superseded values are not recommended for survey control.
 CN3174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3174.See file dsdata.txt to determine how the superseded data were derived.
 CN3174
 CN3174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6568048273(NAD 83)
 CN3174_MARKER: DD = SURVEY DISK
 CN3174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3174_SP_SET: CONCRETE POST
 CN3174_STAMPING: 51-10 1991
 CN3174_MARK LOGO: ALHD  
 CN3174_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3174+STABILITY: SURFACE MOTION
 CN3174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3174+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 CN3174
 CN3174  HISTORY     - Date     Condition        Report By
 CN3174  HISTORY     - 1991     MONUMENTED       ALHD
 CN3174  HISTORY     - 19940226 GOOD             MSI
 CN3174
 CN3174                          STATION DESCRIPTION
 CN3174
 CN3174'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3174'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE WEST RIGHT OF WAY
 CN3174'OF OF OLD SELLERS ROAD, ABOUT 5.20 MI (8.37 KM) WEST-NORTHWEST OF
 CN3174'RAMER AND ABOUT 7.95 MI (12.79 KM) NORTH OF HIGHLAND HOME.
 CN3174'TO REACH THE STATION FROM THE JUNCTION OF SOUTH BOULEVARD AND U.S. 331
 CN3174'SOUTH (MILE POST 101.80 ON U.S. 331) IN MONTGOMERY, DRIVE SOUTH ON
 CN3174'U.S. 331 FOR 19.90 MI (32.03 KM) TO MILE POST 81.90 AND MONTGOMERY
 CN3174'COUNTY ROAD NO. 12 (HICKORY GROVE ROAD) ON THE RIGHT, TURN RIGHT ON
 CN3174'MONTGOMERY COUNTY ROAD NO. 12 (HICKORY GROVE ROAD) AND DRIVE WEST FOR
 CN3174'0.05 MI (0.08 KM) TO OLD SELLERS ROAD ON THE RIGHT, TURN RIGHT ON OLD
 CN3174'SELLERS ROAD AND DRIVE NORTH FOR 0.85 MI (1.37 KM) TO THE STATION ON
 CN3174'THE LEFT.
 CN3174'THE STATION IS 3.0 FT (0.9 M) EAST OF AN EIGHT STRAND BARBED WIRE
 CN3174'FENCE ON TREATED WOOD POSTS, 24.4 FT (7.4 M) SOUTHWEST OF THE SOUTH
 CN3174'END OF A 15-INCH CORREGATED METAL PIPE UNDER A FIELD ROAD, 26.5 FT
 CN3174'(8.1 M) SOUTH OF THE SOUTH POST OF A METAL GATE, 38.3 FT (11.7 M)
 CN3174'WEST OF THE CENTERLINE OF OLD SELLERS ROAD, 41.2 FT (12.6 M) SOUTH OF
 CN3174'THE NORTH POST OF A METAL GATE, 49.0 FT (14.9 M) SOUTH OF THE
 CN3174'NORTHEAST CORNER OF A PASTURE FENCE, 105.3 FT (32.1 M) SOUTHWEST OF A
 CN3174'NIGHT LIGHT POLE ACROSS THE ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE
 CN3174'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3174'STATION 51-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3174
 CN3174                          STATION RECOVERY (1994)
 CN3174
 CN3174'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 CN3174'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2073 ***********************************************************************
 BU2073  DESIGNATION -  51 11
 BU2073  PID         -  BU2073
 BU2073  STATE/COUNTY-  AL/MONTGOMERY
 BU2073  USGS QUAD   -  LAPINE (1979)
 BU2073
 BU2073                         *CURRENT SURVEY CONTROL
 BU2073  ___________________________________________________________________
 BU2073* NAD 83(1992)-  31 59 12.95070(N)    086 17 25.56040(W)     ADJUSTED  
 BU2073* NAVD 88     -       149.5    (meters)     490.     (feet)  GPS OBS   
 BU2073  ___________________________________________________________________
 BU2073  X           -     350,340.154 (meters)                     COMP
 BU2073  Y           -  -5,403,584.673 (meters)                     COMP
 BU2073  Z           -   3,359,267.199 (meters)                     COMP
 BU2073  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 BU2073  ELLIP HEIGHT-         122.42  (meters)          (07/29/02) GPS OBS
 BU2073  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BU2073
 BU2073  HORZ ORDER  -  FIRST
 BU2073  ELLP ORDER  -  FOURTH    CLASS I
 BU2073
 BU2073.The horizontal coordinates were established by GPS observations
 BU2073.and adjusted by the National Geodetic Survey in December 1992..
 BU2073
 BU2073.The orthometric height was determined by GPS observations and a
 BU2073.high-resolution geoid model.
 BU2073
 BU2073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2073
 BU2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2073
 BU2073.The ellipsoidal height was determined by GPS observations
 BU2073.and is referenced to NAD 83.
 BU2073
 BU2073.The geoid height was determined by GEOID03.
 BU2073
 BU2073;                    North         East     Units Scale Factor Converg.
 BU2073;SPC AL E     -   164,946.180   156,802.574   MT  0.99998300   -0 14 31.7
 BU2073;UTM  16      - 3,539,206.950   567,032.616   MT  0.99965541   +0 22 33.2
 BU2073
 BU2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2073!SPC AL E     -   0.99998078  x   0.99998300  =   0.99996378
 BU2073!UTM  16      -   0.99998078  x   0.99965541  =   0.99963619
 BU2073
 BU2073                          SUPERSEDED SURVEY CONTROL
 BU2073
 BU2073  ELLIP H (12/04/92)  122.49   (m)                       GP(       ) 4 1
 BU2073  NAD 83(1986)-  31 59 12.95963(N)    086 17 25.56329(W) AD(       ) 1
 BU2073  NGVD 29 (12/04/92)  149.5    (m)          490.     (f) GPS OBS        
 BU2073
 BU2073.Superseded values are not recommended for survey control.
 BU2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2073.See file dsdata.txt to determine how the superseded data were derived.
 BU2073
 BU2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6703339207(NAD 83)
 BU2073_MARKER: DD = SURVEY DISK
 BU2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2073_SP_SET: CONCRETE POST
 BU2073_STAMPING: 51-11 1991
 BU2073_MARK LOGO: ALHD  
 BU2073_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2073+STABILITY: SURFACE MOTION
 BU2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2073+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 BU2073
 BU2073  HISTORY     - Date     Condition        Report By
 BU2073  HISTORY     - 1991     MONUMENTED       ALHD
 BU2073  HISTORY     - 19940226 GOOD             MSI
 BU2073
 BU2073                          STATION DESCRIPTION
 BU2073
 BU2073'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2073'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTH RIGHT OF WAY
 BU2073'OF MONTGOMERY COUNTY ROAD NO. 5, ABOUT 2.75 MI (4.43 KM)
 BU2073'NORTH-NORTHEAST OF HIGHLAND HOME AND ABOUT 5.80 MI (9.33 KM) SOUTHWEST
 BU2073'OF RAMER.
 BU2073'TO REACH THE STATION FROM THE JUNCTION OF SOUTH BOULEVARD AND U.S. 331
 BU2073'SOUTH (MILE POST 101.80 ON U.S. 331) IN MONTGOMERY, DRIVE SOUTH ON
 BU2073'U.S. 331 FOR 25.10 MI (40.39 KM) TO MILE POST 76.70 AND MONTGOMERY
 BU2073'COUNTY ROAD NO. 5 ON THE LEFT, TURN LEFT ON MONTGOMERY COUNTY ROAD
 BU2073'NO. 5 AND DRIVE EAST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 BU2073'LEFT.
 BU2073'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A FIVE STRAND BARBED
 BU2073'WIRE FENCE ON OLD STEEL POSTS NEAR THE EAST END OF A BORROW AREA,
 BU2073'38.3 FT (11.7 M) NORTH-NORTHWEST OF THE CENTERLINE OF MONTGOMERY
 BU2073'COUNTY ROAD NO. 5, 44.0 FT (13.4 M) SOUTHWEST OF A TREATED WOOD POST
 BU2073'IN THE FENCE LINE, 60.0 FT (18.3 M) EAST-NORTHEAST OF A CROSS TIE
 BU2073'POST IN THE FENCE LINE, 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A CARSONITE
 BU2073'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2073'STATION 51-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2073
 BU2073                          STATION RECOVERY (1994)
 BU2073
 BU2073'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 BU2073'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2074 ***********************************************************************
 BU2074  DESIGNATION -  51 12
 BU2074  PID         -  BU2074
 BU2074  STATE/COUNTY-  AL/MONTGOMERY
 BU2074  USGS QUAD   -  LAPINE (1979)
 BU2074
 BU2074                         *CURRENT SURVEY CONTROL
 BU2074  ___________________________________________________________________
 BU2074* NAD 83(1992)-  31 59 14.40629(N)    086 17 03.96688(W)     ADJUSTED  
 BU2074* NAVD 88     -       131.2    (meters)     430.     (feet)  GPS OBS   
 BU2074  ___________________________________________________________________
 BU2074  X           -     350,903.299 (meters)                     COMP
 BU2074  Y           -  -5,403,508.769 (meters)                     COMP
 BU2074  Z           -   3,359,295.528 (meters)                     COMP
 BU2074  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 BU2074  ELLIP HEIGHT-         104.11  (meters)          (07/29/02) GPS OBS
 BU2074  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BU2074
 BU2074  HORZ ORDER  -  FIRST
 BU2074  ELLP ORDER  -  FOURTH    CLASS I
 BU2074
 BU2074.The horizontal coordinates were established by GPS observations
 BU2074.and adjusted by the National Geodetic Survey in December 1992..
 BU2074
 BU2074.The orthometric height was determined by GPS observations and a
 BU2074.high-resolution geoid model.
 BU2074
 BU2074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2074
 BU2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2074
 BU2074.The ellipsoidal height was determined by GPS observations
 BU2074.and is referenced to NAD 83.
 BU2074
 BU2074.The geoid height was determined by GEOID03.
 BU2074
 BU2074;                    North         East     Units Scale Factor Converg.
 BU2074;SPC AL E     -   164,988.634   157,369.615   MT  0.99998240   -0 14 20.3
 BU2074;UTM  16      - 3,539,255.502   567,598.982   MT  0.99965635   +0 22 44.7
 BU2074
 BU2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2074!SPC AL E     -   0.99998365  x   0.99998240  =   0.99996605
 BU2074!UTM  16      -   0.99998365  x   0.99965635  =   0.99964001
 BU2074
 BU2074                          SUPERSEDED SURVEY CONTROL
 BU2074
 BU2074  ELLIP H (12/04/92)  104.18   (m)                       GP(       ) 4 1
 BU2074  NAD 83(1986)-  31 59 14.41522(N)    086 17 03.96973(W) AD(       ) 1
 BU2074  NGVD 29 (12/04/92)  131.2    (m)          430.     (f) GPS OBS        
 BU2074
 BU2074.Superseded values are not recommended for survey control.
 BU2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2074.See file dsdata.txt to determine how the superseded data were derived.
 BU2074
 BU2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6759939256(NAD 83)
 BU2074_MARKER: DD = SURVEY DISK
 BU2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2074_SP_SET: CONCRETE POST
 BU2074_STAMPING: 51-12 1991
 BU2074_MARK LOGO: ALHD  
 BU2074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2074+STABILITY: SURFACE MOTION
 BU2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2074+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2074
 BU2074  HISTORY     - Date     Condition        Report By
 BU2074  HISTORY     - 1991     MONUMENTED       ALHD
 BU2074
 BU2074                          STATION DESCRIPTION
 BU2074
 BU2074'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2074'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTH RIGHT OF WAY
 BU2074'OF MONTGOMERY COUNTY ROAD NO. 5, ABOUT 2.95 MI (4.75 KM)
 BU2074'NORTH-NORTHEAST OF HIGHLAND HOME AND ABOUT 5.60 MI (9.01 KM) SOUTHWEST
 BU2074'OF RAMER.
 BU2074'TO REACH THE STATION FROM THE JUNCTION OF SOUTH BOULEVARD AND U.S. 331
 BU2074'SOUTH (MILE POST 101.80 ON U.S. 331) IN MONTGOMERY, DRIVE SOUTH ON
 BU2074'U.S. 331 FOR 25.10 MI (40.39 KM) TO MILE POST 76.70 AND MONTGOMERY
 BU2074'COUNTY ROAD NO. 5 ON THE LEFT, TURN LEFT ON MONTGOMERY COUNTY ROAD
 BU2074'NO. 5 AND DRIVE EAST FOR 0.50 MI (0.80 KM) TO THE STATION ON THE
 BU2074'LEFT.
 BU2074'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 BU2074'ON OLD STEEL POSTS, 38.3 FT (11.7 M) NORTH OF THE CENTERLINE OF
 BU2074'MONTGOMERY COUNTY ROAD NO. 5, 232.0 FT (70.7 M) WEST OF THE NORTHWEST
 BU2074'CORNER OF A 63 FT (19.2 M) TREATED TIMBER BRIDGE, 2.6 FT (0.8 M)
 BU2074'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2074'STATION 51-11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2460 ***********************************************************************
 AA2460  DESIGNATION -  51 13
 AA2460  PID         -  AA2460
 AA2460  STATE/COUNTY-  AL/MONTGOMERY
 AA2460  USGS QUAD   -  SELLERS (1985)
 AA2460
 AA2460                         *CURRENT SURVEY CONTROL
 AA2460  ___________________________________________________________________
 AA2460* NAD 83(1992)-  32 05 34.56758(N)    086 21 19.00686(W)     ADJUSTED  
 AA2460* NAVD 88     -        99.3    (meters)     326.     (feet)  VERTCON   
 AA2460  ___________________________________________________________________
 AA2460  X           -     343,825.118 (meters)                     COMP
 AA2460  Y           -  -5,397,711.602 (meters)                     COMP
 AA2460  Z           -   3,369,204.689 (meters)                     COMP
 AA2460  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AA2460  ELLIP HEIGHT-          71.94  (meters)          (07/29/02) GPS OBS
 AA2460  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AA2460
 AA2460  HORZ ORDER  -  FIRST
 AA2460  ELLP ORDER  -  FOURTH    CLASS I
 AA2460
 AA2460.The horizontal coordinates were established by GPS observations
 AA2460.and adjusted by the National Geodetic Survey in November 1994..
 AA2460
 AA2460.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2460
 AA2460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2460
 AA2460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2460
 AA2460.The ellipsoidal height was determined by GPS observations
 AA2460.and is referenced to NAD 83.
 AA2460
 AA2460.The geoid height was determined by GEOID03.
 AA2460
 AA2460;                    North         East     Units Scale Factor Converg.
 AA2460;SPC AL E     -   176,728.257   150,731.134   MT  0.99998992   -0 16 38.3
 AA2460;UTM  16      - 3,550,918.817   560,836.338   MT  0.99964564   +0 20 33.2
 AA2460
 AA2460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2460!SPC AL E     -   0.99998870  x   0.99998992  =   0.99997862
 AA2460!UTM  16      -   0.99998870  x   0.99964564  =   0.99963435
 AA2460
 AA2460:                Primary Azimuth Mark                     Grid Az
 AA2460:SPC AL E     -  51 14                                    356 56 25.8
 AA2460:UTM  16      -  51 14                                    356 19 14.3
 AA2460
 AA2460|---------------------------------------------------------------------|
 AA2460| PID    Reference Object                     Distance      Geod. Az  |
 AA2460|                                                           dddmmss.s |
 AA2460| AA2461 51 14                               422.278 METERS 3563947.5 |
 AA2460|---------------------------------------------------------------------|
 AA2460
 AA2460                          SUPERSEDED SURVEY CONTROL
 AA2460
 AA2460  ELLIP H (11/30/94)   72.01   (m)                       GP(       ) 4 1
 AA2460  NGVD 29 (11/30/94)   99.3    (m)          326.     (f) GPS OBS        
 AA2460
 AA2460.Superseded values are not recommended for survey control.
 AA2460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2460.See file dsdata.txt to determine how the superseded data were derived.
 AA2460
 AA2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6083650919(NAD 83)
 AA2460_MARKER: DD = SURVEY DISK
 AA2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2460_SP_SET: CONCRETE POST
 AA2460_STAMPING: 51-13 1992
 AA2460_MARK LOGO: ALHD  
 AA2460_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2460+STABILITY: SURFACE MOTION
 AA2460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2460+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2460
 AA2460  HISTORY     - Date     Condition        Report By
 AA2460  HISTORY     - 1992     MONUMENTED       ALHD
 AA2460
 AA2460                          STATION DESCRIPTION
 AA2460
 AA2460'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2460'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 AA2460'OF MONTGOMERY COUNTY ROAD NO. 19, ABOUT 4.70 MI (7.56 KM) EAST OF ADA
 AA2460'AND ABOUT 5.70 MI (9.17 KM) SOUTH OF PINTLALA. TO REACH THE STATION
 AA2460'FROM EXIT 164 ON I-65 (MILE POST 174.60 ON U.S. 31) IN HOPE HULL,
 AA2460'DRIVE SOUTH ON U.S. 31 FOR 11.45 MI (18.43 KM) TO MILE POST 163.15 AND
 AA2460'MONTGOMERY COUNTY ROAD NO. 14 LEFT AND RIGHT, TURN LEFT ON MOMTGOMERY
 AA2460'COUNTY ROAD NO. 14 AND DRIVE EAST FOR 3.10 MI (4.99 KM) TO A PAVED
 AA2460'CROSS ROAD WITH MONTGOMERY COUNTY ROAD NO. 19 LEFT AND RIGHT, TURN
 AA2460'RIGHT ON MONTGOMERY COUNTY ROAD NO. 19 AND DRIVE SOUTH FOR 1.20 MI
 AA2460'(1.93 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2460'WEST OF A SEVEN STRAND BARBED WIRE FENCE ON OLD TREATED WOOD POSTS,
 AA2460'15.6 FT (4.8 M) NORTH-NORTHWEST OF THE NORTH POST OF A PIPE AND BARBED
 AA2460'WIRE GATE, 36.4 FT (11.1 M) EAST OF THE CENTERLINE OF MONTGOMERY
 AA2460'COUNTY ROAD NO. 19, 65.2 FT (19.9 M) SOUTH OF TELEPHONE CABLE PEDESTAL
 AA2460'NO. PRS 13, 65.3 FT (19.9 M) SOUTH OF A POWER AND TELEPHONE SERVICE
 AA2460'POLE, 149.2 FT (45.5 M) SOUTHEAST OF TRANSFORMER POLE NO. 3162, 2.9 FT
 AA2460'(0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2460'GROUND. STATION 51-14 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2461 ***********************************************************************
 AA2461  DESIGNATION -  51 14
 AA2461  PID         -  AA2461
 AA2461  STATE/COUNTY-  AL/MONTGOMERY
 AA2461  USGS QUAD   -  SELLERS (1985)
 AA2461
 AA2461                         *CURRENT SURVEY CONTROL
 AA2461  ___________________________________________________________________
 AA2461* NAD 83(1992)-  32 05 48.25363(N)    086 21 19.94425(W)     ADJUSTED  
 AA2461* NAVD 88     -        96.0    (meters)     315.     (feet)  VERTCON   
 AA2461  ___________________________________________________________________
 AA2461  X           -     343,786.170 (meters)                     COMP
 AA2461  Y           -  -5,397,486.797 (meters)                     COMP
 AA2461  Z           -   3,369,560.048 (meters)                     COMP
 AA2461  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AA2461  ELLIP HEIGHT-          68.59  (meters)          (07/29/02) GPS OBS
 AA2461  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 AA2461
 AA2461  HORZ ORDER  -  FIRST
 AA2461  ELLP ORDER  -  FOURTH    CLASS I
 AA2461
 AA2461.The horizontal coordinates were established by GPS observations
 AA2461.and adjusted by the National Geodetic Survey in November 1994..
 AA2461
 AA2461.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2461.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2461
 AA2461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2461
 AA2461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2461
 AA2461.The ellipsoidal height was determined by GPS observations
 AA2461.and is referenced to NAD 83.
 AA2461
 AA2461.The geoid height was determined by GEOID03.
 AA2461
 AA2461;                    North         East     Units Scale Factor Converg.
 AA2461;SPC AL E     -   177,149.930   150,708.596   MT  0.99998995   -0 16 38.9
 AA2461;UTM  16      - 3,551,340.076   560,809.249   MT  0.99964560   +0 20 32.8
 AA2461
 AA2461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2461!SPC AL E     -   0.99998923  x   0.99998995  =   0.99997918
 AA2461!UTM  16      -   0.99998923  x   0.99964560  =   0.99963483
 AA2461
 AA2461:                Primary Azimuth Mark                     Grid Az
 AA2461:SPC AL E     -  51 13                                    176 56 25.9
 AA2461:UTM  16      -  51 13                                    176 19 14.2
 AA2461
 AA2461|---------------------------------------------------------------------|
 AA2461| PID    Reference Object                     Distance      Geod. Az  |
 AA2461|                                                           dddmmss.s |
 AA2461| AA2460 51 13                               422.278 METERS 1763947.0 |
 AA2461|---------------------------------------------------------------------|
 AA2461
 AA2461                          SUPERSEDED SURVEY CONTROL
 AA2461
 AA2461  ELLIP H (11/30/94)   68.67   (m)                       GP(       ) 4 1
 AA2461  NGVD 29 (11/30/94)   95.9    (m)          315.     (f) GPS OBS        
 AA2461
 AA2461.Superseded values are not recommended for survey control.
 AA2461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2461.See file dsdata.txt to determine how the superseded data were derived.
 AA2461
 AA2461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6080951340(NAD 83)
 AA2461_MARKER: DD = SURVEY DISK
 AA2461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2461_SP_SET: CONCRETE POST
 AA2461_STAMPING: 51-14 1992
 AA2461_MARK LOGO: ALHD  
 AA2461_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2461+STABILITY: SURFACE MOTION
 AA2461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2461+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2461
 AA2461  HISTORY     - Date     Condition        Report By
 AA2461  HISTORY     - 1992     MONUMENTED       ALHD
 AA2461
 AA2461                          STATION DESCRIPTION
 AA2461
 AA2461'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2461'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE WEST RIGHT OF WAY
 AA2461'OF MONTGOMERY COUNTY ROAD NO. 19, ABOUT 4.70 MI (7.56 KM) EAST OF ADA
 AA2461'AND ABOUT 5.45 MI (8.77 KM) SOUTH OF PINTLALA. TO REACH THE STATION
 AA2461'FROM EXIT 164 ON I-65 (MILE POST 174.60 ON U.S. 31) IN HOPE HULL,
 AA2461'DRIVE SOUTH ON U.S. 31 FOR 11.45 MI (18.43 KM) TO MILE POST 163.15 AND
 AA2461'MONTGOMERY COUNTY ROAD NO. 14 LEFT AND RIGHT, TURN LEFT ON MOMTGOMERY
 AA2461'COUNTY ROAD NO. 14 AND DRIVE EAST FOR 3.10 MI (4.99 KM) TO A PAVED
 AA2461'CROSS ROAD WITH MONTGOMERY COUNTY ROAD NO. 19 LEFT AND RIGHT, TURN
 AA2461'RIGHT ON MONTGOMERY COUNTY ROAD NO. 19 AND DRIVE SOUTH FOR 0.95 MI
 AA2461'(1.53 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA2461'EAST OF A HOG WIRE FENCE WITH FIVE STRANDS OF BARBED WIRE ON OLD
 AA2461'TREATED WOOD POSTS, 33.8 FT (10.3 M) SOUTH OF A JUNCTION POWER POLE,
 AA2461'38.2 FT (11.6 M) WEST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD NO.
 AA2461'19, 59.4 FT (18.1 M) NORTH OF A FENCE CORNER NORTH OF A GRAVEL
 AA2461'DRIVEWAY, 73.0 FT (22.3 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA2461'76.3 FT (23.3 M) WEST OF TELEPHONE CABLE PEDESTAL NO. PRS 11 ACROSS
 AA2461'THE ROAD, 76.4 FT (23.3 M) WEST OF A TELEPHONE CABLE POLE ACROSS THE
 AA2461'ROAD, 76.6 FT (23.3 M) WEST OF THE SOUTHWEST CORNER OF A WHITE BOARD
 AA2461'FENCE ACROSS THE ROAD, 103.4 FT (31.5 M) NORTHWEST OF CONCRETE RIGHT
 AA2461'OF WAY MARKER P O T 254 + 00 ACROSS THE ROAD, 2.8 FT (0.9 M) EAST OF A
 AA2461'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-13
 AA2461'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2462 ***********************************************************************
 AA2462  DESIGNATION -  51 15
 AA2462  PID         -  AA2462
 AA2462  STATE/COUNTY-  AL/MONTGOMERY
 AA2462  USGS QUAD   -  RAMER (1971)
 AA2462
 AA2462                         *CURRENT SURVEY CONTROL
 AA2462  ___________________________________________________________________
 AA2462* NAD 83(1992)-  32 01 13.79677(N)    086 12 30.53401(W)     ADJUSTED  
 AA2462* NAVD 88     -       156.1    (meters)     512.     (feet)  VERTCON   
 AA2462  ___________________________________________________________________
 AA2462  X           -     357,938.609 (meters)                     COMP
 AA2462  Y           -  -5,401,115.140 (meters)                     COMP
 AA2462  Z           -   3,362,427.280 (meters)                     COMP
 AA2462  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA2462  ELLIP HEIGHT-         128.96  (meters)          (07/29/02) GPS OBS
 AA2462  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 AA2462
 AA2462  HORZ ORDER  -  FIRST
 AA2462  ELLP ORDER  -  FOURTH    CLASS I
 AA2462
 AA2462.The horizontal coordinates were established by GPS observations
 AA2462.and adjusted by the National Geodetic Survey in November 1994..
 AA2462
 AA2462.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2462.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2462
 AA2462.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2462
 AA2462.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2462
 AA2462.The ellipsoidal height was determined by GPS observations
 AA2462.and is referenced to NAD 83.
 AA2462
 AA2462.The geoid height was determined by GEOID03.
 AA2462
 AA2462;                    North         East     Units Scale Factor Converg.
 AA2462;SPC AL E     -   168,638.560   164,560.250   MT  0.99997548   -0 11 56.1
 AA2462;UTM  16      - 3,542,981.634   574,747.547   MT  0.99966890   +0 25 10.9
 AA2462
 AA2462!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2462!SPC AL E     -   0.99997975  x   0.99997548  =   0.99995523
 AA2462!UTM  16      -   0.99997975  x   0.99966890  =   0.99964866
 AA2462
 AA2462                          SUPERSEDED SURVEY CONTROL
 AA2462
 AA2462  ELLIP H (11/30/94)  129.02   (m)                       GP(       ) 4 1
 AA2462  NGVD 29 (11/30/94)  156.1    (m)          512.     (f) GPS OBS        
 AA2462
 AA2462.Superseded values are not recommended for survey control.
 AA2462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2462.See file dsdata.txt to determine how the superseded data were derived.
 AA2462
 AA2462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7474842982(NAD 83)
 AA2462_MARKER: DD = SURVEY DISK
 AA2462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2462_SP_SET: CONCRETE POST
 AA2462_STAMPING: 51-15 1992
 AA2462_MARK LOGO: ALHD  
 AA2462_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2462+STABILITY: SURFACE MOTION
 AA2462_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2462+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2462
 AA2462  HISTORY     - Date     Condition        Report By
 AA2462  HISTORY     - 1992     MONUMENTED       ALHD
 AA2462
 AA2462                          STATION DESCRIPTION
 AA2462
 AA2462'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2462'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 AA2462'OF MONTGOMERY COUNTY ROAD NO. 1, ABOUT 1.60 MI (2.57 KM)
 AA2462'SOUTH-SOUTHEAST OF RAMER AND ABOUT 2.05 MI (3.30 KM) NORTH OF GRADY.
 AA2462'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 97 (MILE
 AA2462'POST 74.50 ON U.S. 331) IN HIGHLAND HOME, DRIVE NORTH ON U.S. 331 FOR
 AA2462'0.75 MI (1.21 KM) TO MILE POST 75.25, THE CRENSHAW-MONTGOMERY COUNTY
 AA2462'LINE AND MONTGOMERY COUNTY ROAD NO. 28 (MERIWETHER TRAIL) ON THE
 AA2462'RIGHT, TURN RIGHT ON MONTGOMERY COUNTY ROAD NO. 28 AND DRIVE EAST FOR
 AA2462'7.05 MI (11.35 KM) TO MONTGOMERY COUNTY ROAD NO. 1 (RAMER-GRADY ROAD)
 AA2462'ON THE LEFT JUST PAST A RAILROAD GRADE CROSSING IN GRADY, TURN LEFT ON
 AA2462'MONTGOMERY COUNTY ROAD NO. 1 AND DRIVE NORTH FOR 1.90 MI (3.06 KM) TO
 AA2462'THE STATION ON THE RIGHT. THE STATION IS LOCATED NEAR THE NORTHWEST
 AA2462'CORNER OF SENTELL CEMETARY, 3.0 FT (0.9 M) NORTH OF THE NORTHWEST
 AA2462'CORNER OF A FOUR FOOT CHAIN LINK FENCE AROUND THE CEMETARY, 30.7 FT
 AA2462'(9.4 M) EAST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 1, 51.6
 AA2462'FT (15.7 M) WEST OF THE WEST POST OF A DRIVE THROUGH GATE IN THE CHAIN
 AA2462'LINK FENCE, 76.0 FT (23.2 M) NORTHEAST OF A POWER POLE ACROSS THE
 AA2462'ROAD, 77.3 FT (23.6 M) EAST-SOUTHEAST OF A FENCE CORNER SOUTH OF A
 AA2462'GRAY FRAME HOUSE ACROSS THE ROAD, 92.6 FT (28.2 M) SOUTHEAST OF A
 AA2462'SMALL TELEPHONE CABLE PEDESTAL ACROSS THE ROAD, 2.0 FT (0.6 M) WEST OF
 AA2462'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-16
 AA2462'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2463 ***********************************************************************
 AA2463  DESIGNATION -  51 16
 AA2463  PID         -  AA2463
 AA2463  STATE/COUNTY-  AL/MONTGOMERY
 AA2463  USGS QUAD   -  RAMER (1971)
 AA2463
 AA2463                         *CURRENT SURVEY CONTROL
 AA2463  ___________________________________________________________________
 AA2463* NAD 83(1992)-  32 01 34.02195(N)    086 12 32.25445(W)     ADJUSTED  
 AA2463* NAVD 88     -       151.3    (meters)     496.     (feet)  VERTCON   
 AA2463  ___________________________________________________________________
 AA2463  X           -     357,871.449 (meters)                     COMP
 AA2463  Y           -  -5,400,784.455 (meters)                     COMP
 AA2463  Z           -   3,362,952.936 (meters)                     COMP
 AA2463  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA2463  ELLIP HEIGHT-         124.18  (meters)          (07/29/02) GPS OBS
 AA2463  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AA2463
 AA2463  HORZ ORDER  -  FIRST
 AA2463  ELLP ORDER  -  FOURTH    CLASS I
 AA2463
 AA2463.The horizontal coordinates were established by GPS observations
 AA2463.and adjusted by the National Geodetic Survey in November 1994..
 AA2463
 AA2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2463
 AA2463.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2463
 AA2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2463
 AA2463.The ellipsoidal height was determined by GPS observations
 AA2463.and is referenced to NAD 83.
 AA2463
 AA2463.The geoid height was determined by GEOID03.
 AA2463
 AA2463;                    North         East     Units Scale Factor Converg.
 AA2463;SPC AL E     -   169,261.674   164,517.269   MT  0.99997552   -0 11 57.1
 AA2463;UTM  16      - 3,543,604.057   574,697.856   MT  0.99966881   +0 25 10.2
 AA2463
 AA2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2463!SPC AL E     -   0.99998050  x   0.99997552  =   0.99995602
 AA2463!UTM  16      -   0.99998050  x   0.99966881  =   0.99964932
 AA2463
 AA2463                          SUPERSEDED SURVEY CONTROL
 AA2463
 AA2463  ELLIP H (11/30/94)  124.24   (m)                       GP(       ) 4 1
 AA2463  NGVD 29 (11/30/94)  151.3    (m)          496.     (f) GPS OBS        
 AA2463
 AA2463.Superseded values are not recommended for survey control.
 AA2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2463.See file dsdata.txt to determine how the superseded data were derived.
 AA2463
 AA2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7469843604(NAD 83)
 AA2463_MARKER: DD = SURVEY DISK
 AA2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2463_SP_SET: CONCRETE POST
 AA2463_STAMPING: 51-16 1992
 AA2463_MARK LOGO: ALHD  
 AA2463_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2463+STABILITY: SURFACE MOTION
 AA2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2463+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2463
 AA2463  HISTORY     - Date     Condition        Report By
 AA2463  HISTORY     - 1992     MONUMENTED       ALHD
 AA2463
 AA2463                          STATION DESCRIPTION
 AA2463
 AA2463'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2463'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE WEST RIGHT OF WAY
 AA2463'OF MONTGOMERY COUNTY ROAD NO. 1, ABOUT 1.95 MI (3.14 KM)
 AA2463'SOUTH-SOUTHEAST OF RAMER AND ABOUT 1.75 MI (2.82 KM) NORTH OF GRADY.
 AA2463'TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND ALA 97 (MILE
 AA2463'POST 74.50 ON U.S. 331) IN HIGHLAND HOME, DRIVE NORTH ON U.S. 331 FOR
 AA2463'0.75 MI (1.21 KM) TO MILE POST 75.25, THE CRENSHAW-MONTGOMERY COUNTY
 AA2463'LINE AND MONTGOMERY COUNTY ROAD NO. 28 (MERIWETHER TRAIL) ON THE
 AA2463'RIGHT, TURN RIGHT ON MONTGOMERY COUNTY ROAD NO. 28 AND DRIVE EAST FOR
 AA2463'7.05 MI (11.35 KM) TO MONTGOMERY COUNTY ROAD NO. 1 (RAMER-GRADY ROAD)
 AA2463'ON THE LEFT JUST PAST A RAILROAD GRADE CROSSING IN GRADY, TURN LEFT ON
 AA2463'MONTGOMERY COUNTY ROAD NO. 1 AND DRIVE NORTH FOR 2.30 MI (3.70 KM) TO
 AA2463'THE STATION ON THE LEFT. THE STATION IS 37.5 FT (11.4 M) WEST OF THE
 AA2463'CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 1, 66.0 FT (20.1 M) NORTH OF
 AA2463'THE EAST POST OF A SENTELL WOOD SIGN, 78.0 FT (23.8 M) NORTH OF A
 AA2463'POWER POLE WITH TWO GUY WIRES, 80.0 FT (24.4 M) SOUTH OF THE SOUTH
 AA2463'CROSS TIE POST AT A WATER HYDRANT AND WATER METER, 90.4 FT (27.6 M)
 AA2463'SOUTH OF THE SOUTHEAST CORNER OF A METAL SHOP BUILDING, 94.9 FT (28.9
 AA2463'M) SOUTH-SOUTHEAST OF THE SOUTHWEST CORNER OF A METAL SHOP BUILDING,
 AA2463'2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2463'THE GROUND. STATION 51-15 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2463'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2464 ***********************************************************************
 AA2464  DESIGNATION -  51 17
 AA2464  PID         -  AA2464
 AA2464  STATE/COUNTY-  AL/MONTGOMERY
 AA2464  USGS QUAD   -  PINE LEVEL (1971)
 AA2464
 AA2464                         *CURRENT SURVEY CONTROL
 AA2464  ___________________________________________________________________
 AA2464* NAD 83(1992)-  32 00 27.26556(N)    086 03 58.89762(W)     ADJUSTED  
 AA2464* NAVD 88     -       129.0    (meters)     423.     (feet)  VERTCON   
 AA2464  ___________________________________________________________________
 AA2464  X           -     371,385.419 (meters)                     COMP
 AA2464  Y           -  -5,400,945.786 (meters)                     COMP
 AA2464  Z           -   3,361,197.622 (meters)                     COMP
 AA2464  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AA2464  ELLIP HEIGHT-         101.88  (meters)          (07/29/02) GPS OBS
 AA2464  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AA2464
 AA2464  HORZ ORDER  -  FIRST
 AA2464  ELLP ORDER  -  FOURTH    CLASS I
 AA2464
 AA2464.The horizontal coordinates were established by GPS observations
 AA2464.and adjusted by the National Geodetic Survey in November 1994..
 AA2464
 AA2464.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2464
 AA2464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2464
 AA2464.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2464
 AA2464.The ellipsoidal height was determined by GPS observations
 AA2464.and is referenced to NAD 83.
 AA2464
 AA2464.The geoid height was determined by GEOID03.
 AA2464
 AA2464;                    North         East     Units Scale Factor Converg.
 AA2464;SPC AL E     -   167,167.577   177,983.200   MT  0.99996598   -0 07 24.6
 AA2464;UTM  16      - 3,541,656.018   588,181.719   MT  0.99969590   +0 29 41.6
 AA2464
 AA2464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2464!SPC AL E     -   0.99998400  x   0.99996598  =   0.99994998
 AA2464!UTM  16      -   0.99998400  x   0.99969590  =   0.99967991
 AA2464
 AA2464:                Primary Azimuth Mark                     Grid Az
 AA2464:SPC AL E     -  51 18                                    132 34 37.0
 AA2464:UTM  16      -  51 18                                    131 57 30.8
 AA2464
 AA2464|---------------------------------------------------------------------|
 AA2464| PID    Reference Object                     Distance      Geod. Az  |
 AA2464|                                                           dddmmss.s |
 AA2464| AA2465 51 18                               APPROX. 0.6 KM 1322712.4 |
 AA2464|---------------------------------------------------------------------|
 AA2464
 AA2464                          SUPERSEDED SURVEY CONTROL
 AA2464
 AA2464  ELLIP H (11/30/94)  101.94   (m)                       GP(       ) 4 1
 AA2464  NGVD 29 (11/30/94)  128.9    (m)          423.     (f) GPS OBS        
 AA2464
 AA2464.Superseded values are not recommended for survey control.
 AA2464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2464.See file dsdata.txt to determine how the superseded data were derived.
 AA2464
 AA2464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8818241656(NAD 83)
 AA2464_MARKER: DD = SURVEY DISK
 AA2464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2464_SP_SET: CONCRETE POST
 AA2464_STAMPING: 51-17 1992
 AA2464_MARK LOGO: ALHD  
 AA2464_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2464+STABILITY: SURFACE MOTION
 AA2464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2464+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2464
 AA2464  HISTORY     - Date     Condition        Report By
 AA2464  HISTORY     - 1992     MONUMENTED       ALHD
 AA2464
 AA2464                          STATION DESCRIPTION
 AA2464
 AA2464'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2464'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTHEAST RIGHT OF
 AA2464'WAY OF ALA 94, ABOUT 4.20 MI (6.76 KM) SOUTH OF PINE LEVEL AND ABOUT
 AA2464'8.00 MI (12.87 KM) EAST OF GRADY. TO REACH THE STATION FROM THE
 AA2464'JUNCTION OF U.S. 231 AND ALA 94 (MILE POST 19.15 ON ALA 94 AND MILE
 AA2464'POST 90.05 ON U.S. 231), DRIVE WEST ON ALA 94 FOR 3.25 MI (5.23 KM) TO
 AA2464'MILE POST 15.90 AND THE STATION ON THE RIGHT. THE STATION IS 3.2 FT
 AA2464'(1.0 M) SOUTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON OLD TREATED
 AA2464'WOOD POSTS, 33.8 FT (10.3 M) NORTHEAST OF THE CENTERLINE OF ALA 94,
 AA2464'45.4 FT (13.8 M) SOUTHEAST OF THE SOUTHEAST POST OF A PIPE AND HOG
 AA2464'WIRE GATE, 45.7 FT (13.9 M) SOUTHEAST OF THE SOUTHEAST END OF A
 AA2464'FIFTEEN-INCH CONCRETE PIPE UNDER A FIELD ROAD, 83.8 FT (25.5 M)
 AA2464'SOUTHEAST OF A FENCE JUNCTION, 3.1 FT (0.9 M) SOUTHWEST OF A CARSONITE
 AA2464'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-18 1992 MAY BE
 AA2464'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2465 ***********************************************************************
 AA2465  DESIGNATION -  51 18
 AA2465  PID         -  AA2465
 AA2465  STATE/COUNTY-  AL/MONTGOMERY
 AA2465  USGS QUAD   -  PINE LEVEL (1971)
 AA2465
 AA2465                         *CURRENT SURVEY CONTROL
 AA2465  ___________________________________________________________________
 AA2465* NAD 83(1992)-  32 00 14.88053(N)    086 03 43.01058(W)     ADJUSTED  
 AA2465* NAVD 88     -       124.2    (meters)     407.     (feet)  VERTCON   
 AA2465  ___________________________________________________________________
 AA2465  X           -     371,815.023 (meters)                     COMP
 AA2465  Y           -  -5,401,114.886 (meters)                     COMP
 AA2465  Z           -   3,360,871.620 (meters)                     COMP
 AA2465  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AA2465  ELLIP HEIGHT-          97.16  (meters)          (07/29/02) GPS OBS
 AA2465  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AA2465
 AA2465  HORZ ORDER  -  FIRST
 AA2465  ELLP ORDER  -  FOURTH    CLASS I
 AA2465
 AA2465.The horizontal coordinates were established by GPS observations
 AA2465.and adjusted by the National Geodetic Survey in November 1994..
 AA2465
 AA2465.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2465.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2465
 AA2465.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2465
 AA2465.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2465
 AA2465.The ellipsoidal height was determined by GPS observations
 AA2465.and is referenced to NAD 83.
 AA2465
 AA2465.The geoid height was determined by GEOID03.
 AA2465
 AA2465;                    North         East     Units Scale Factor Converg.
 AA2465;SPC AL E     -   166,785.218   178,399.348   MT  0.99996575   -0 07 16.2
 AA2465;UTM  16      - 3,541,278.274   588,601.856   MT  0.99969681   +0 29 49.9
 AA2465
 AA2465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2465!SPC AL E     -   0.99998474  x   0.99996575  =   0.99995049
 AA2465!UTM  16      -   0.99998474  x   0.99969681  =   0.99968156
 AA2465
 AA2465:                Primary Azimuth Mark                     Grid Az
 AA2465:SPC AL E     -  51 17                                    312 34 37.0
 AA2465:UTM  16      -  51 17                                    311 57 30.9
 AA2465
 AA2465|---------------------------------------------------------------------|
 AA2465| PID    Reference Object                     Distance      Geod. Az  |
 AA2465|                                                           dddmmss.s |
 AA2465| AA2464 51 17                               APPROX. 0.6 KM 3122720.8 |
 AA2465|---------------------------------------------------------------------|
 AA2465
 AA2465                          SUPERSEDED SURVEY CONTROL
 AA2465
 AA2465  ELLIP H (11/30/94)   97.22   (m)                       GP(       ) 4 1
 AA2465  NGVD 29 (11/30/94)  124.2    (m)          407.     (f) GPS OBS        
 AA2465
 AA2465.Superseded values are not recommended for survey control.
 AA2465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2465.See file dsdata.txt to determine how the superseded data were derived.
 AA2465
 AA2465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8860241278(NAD 83)
 AA2465_MARKER: DD = SURVEY DISK
 AA2465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2465_SP_SET: CONCRETE POST
 AA2465_STAMPING: 51-18 1992
 AA2465_MARK LOGO: ALHD  
 AA2465_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2465+STABILITY: SURFACE MOTION
 AA2465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2465+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2465
 AA2465  HISTORY     - Date     Condition        Report By
 AA2465  HISTORY     - 1992     MONUMENTED       ALHD
 AA2465
 AA2465                          STATION DESCRIPTION
 AA2465
 AA2465'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2465'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTHEAST RIGHT OF
 AA2465'WAY OF ALA 94, ABOUT 4.45 MI (7.16 KM) SOUTH OF PINE LEVEL AND ABOUT
 AA2465'8.30 MI (13.36 KM) EAST OF GRADY. TO REACH THE STATION FROM THE
 AA2465'JUNCTION OF U.S. 231 AND ALA 94 (MILE POST 19.15 ON ALA 94 AND MILE
 AA2465'POST 90.05 ON U.S. 231), DRIVE WEST ON ALA 94 FOR 2.85 MI (4.59 KM) TO
 AA2465'MILE POST 16.30 AND THE STATION ON THE RIGHT. THE STATION IS 3.1 FT
 AA2465'(0.9 M) SOUTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON OLD TREATED
 AA2465'WOOD POSTS, 32.6 FT (9.9 M) SOUTHEAST OF THE SOUTHEAST ONE OF TWO
 AA2465'CONNECTED CROSS TIE POSTS IN THE FENCE LINE, 34.8 FT (10.6 M)
 AA2465'NORTH-NORTHEAST OF THE CENTERLNE OF ALA 94, 140.1 FT (42.7 M)
 AA2465'NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. D 9AH 20L ACROSS ALA 94,
 AA2465'153.3 FT (46.7 M) EAST OF THE SOUTHEAST CROSS TIE POST OF A PIPE AND
 AA2465'HOG WIRE GATE ACROSS ALA 94, 2.9 FT (0.9 M) SOUTHWEST OF A CARSONITE
 AA2465'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-17 1992 MAY BE
 AA2465'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2466 ***********************************************************************
 AA2466  DESIGNATION -  51 19
 AA2466  PID         -  AA2466
 AA2466  STATE/COUNTY-  AL/MONTGOMERY
 AA2466  USGS QUAD   -  RAMER (1971)
 AA2466
 AA2466                         *CURRENT SURVEY CONTROL
 AA2466  ___________________________________________________________________
 AA2466* NAD 83(1992)-  32 05 04.04009(N)    086 13 31.82071(W)     ADJUSTED  
 AA2466* NAVD 88     -        95.7    (meters)     314.     (feet)  VERTCON   
 AA2466  ___________________________________________________________________
 AA2466  X           -     356,082.638 (meters)                     COMP
 AA2466  Y           -  -5,397,414.514 (meters)                     COMP
 AA2466  Z           -   3,368,406.174 (meters)                     COMP
 AA2466  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AA2466  ELLIP HEIGHT-          68.47  (meters)          (07/29/02) GPS OBS
 AA2466  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA2466
 AA2466  HORZ ORDER  -  FIRST
 AA2466  ELLP ORDER  -  FOURTH    CLASS I
 AA2466
 AA2466.The horizontal coordinates were established by GPS observations
 AA2466.and adjusted by the National Geodetic Survey in November 1994..
 AA2466
 AA2466.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2466
 AA2466.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2466
 AA2466.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2466
 AA2466.The ellipsoidal height was determined by GPS observations
 AA2466.and is referenced to NAD 83.
 AA2466
 AA2466.The geoid height was determined by GEOID03.
 AA2466
 AA2466;                    North         East     Units Scale Factor Converg.
 AA2466;SPC AL E     -   175,736.048   162,977.758   MT  0.99997690   -0 12 29.9
 AA2466;UTM  16      - 3,550,059.421   573,088.963   MT  0.99966588   +0 24 41.1
 AA2466
 AA2466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2466!SPC AL E     -   0.99998925  x   0.99997690  =   0.99996615
 AA2466!UTM  16      -   0.99998925  x   0.99966588  =   0.99965513
 AA2466
 AA2466:                Primary Azimuth Mark                     Grid Az
 AA2466:SPC AL E     -  51 20                                    343 59 19.2
 AA2466:UTM  16      -  51 20                                    343 22 08.2
 AA2466
 AA2466|---------------------------------------------------------------------|
 AA2466| PID    Reference Object                     Distance      Geod. Az  |
 AA2466|                                                           dddmmss.s |
 AA2466| AA2467 51 20                               APPROX. 0.6 KM 3434649.3 |
 AA2466|---------------------------------------------------------------------|
 AA2466
 AA2466                          SUPERSEDED SURVEY CONTROL
 AA2466
 AA2466  ELLIP H (11/30/94)   68.54   (m)                       GP(       ) 4 1
 AA2466  NGVD 29 (11/30/94)   95.7    (m)          314.     (f) GPS OBS        
 AA2466
 AA2466.Superseded values are not recommended for survey control.
 AA2466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2466.See file dsdata.txt to determine how the superseded data were derived.
 AA2466
 AA2466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7308950059(NAD 83)
 AA2466_MARKER: DD = SURVEY DISK
 AA2466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2466_SP_SET: CONCRETE POST
 AA2466_STAMPING: 51-19 1992
 AA2466_MARK LOGO: ALHD  
 AA2466_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2466+STABILITY: SURFACE MOTION
 AA2466_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2466+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2466
 AA2466  HISTORY     - Date     Condition        Report By
 AA2466  HISTORY     - 1992     MONUMENTED       ALHD
 AA2466
 AA2466                          STATION DESCRIPTION
 AA2466
 AA2466'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2466'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE WEST RIGHT OF WAY
 AA2466'OF MONTGOMERY COUNTY ROAD NO. 61, ABOUT 2.15 MI (3.46 KM) NORTH OF
 AA2466'RAMER AND ABOUT 3.10 MI (4.99 KM) EAST-SOUTHEAST OF ADA. TO REACH THE
 AA2466'STATION FROM THE JUNCTION OF U.S. 231 AND ALA 94 (MILE 19.15 ON ALA 94
 AA2466'AND MILE POST 90.05 ON U.S. 231), DRIVE WEST ON ALA 94 FOR 13.85 MI
 AA2466'(22.29 KM) TO MILE POST 5.30 AND A T-INTERSECTION IN RAMER WITH ALA 94
 AA2466'LEFT AND MONTGOMERY COUNTY ROAD NO. 61 RIGHT, TURN RIGHT ON MONTGOMERY
 AA2466'COUNTY ROAD NO. 61 AND DRIVE NORTH FOR 2.35 MI (3.78 KM) TO THE
 AA2466'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) EAST-NORTHEAST OF A
 AA2466'HOG WIRE AND BARBED WIRE FENCE ON OLD WOOD POSTS AND TREES, 37.5 FT
 AA2466'(11.4 M) WEST-SOUTHWEST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD
 AA2466'NO. 61, 118.9 FT (36.2 M) NORTH-NORTHWEST OF THE NORTH END OF A TWENTY
 AA2466'TWO BY FIFTEEN-INCH CORREGATED METAL PIPE UNDER A FIELD ROAD, 129.0 FT
 AA2466'(39.3 M) NORTH-NORTHWEST OF THE CENTER OF AN OLD FIELD ROAD, 187.4 FT
 AA2466'(57.1 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. B1 13 D,
 AA2466'230.0 FT (70.1 M) SOUTH OF THE SOUTHWEST CORNER OF A FIFTEEN FOOT
 AA2466'CONCRETE BRIDGE, 2.6 FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS POST,
 AA2466'AND SET FLUSH WITH THE GROUND. STATION 51-20 1992 MAY BE USED AS AN
 AA2466'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3213 ***********************************************************************
 CN3213  DESIGNATION -  51 2
 CN3213  PID         -  CN3213
 CN3213  STATE/COUNTY-  AL/MONTGOMERY
 CN3213  USGS QUAD   -  WILLOW SPRINGS (1987)
 CN3213
 CN3213                         *CURRENT SURVEY CONTROL
 CN3213  ___________________________________________________________________
 CN3213* NAD 83(1992)-  32 22 56.97736(N)    086 09 48.62916(W)     ADJUSTED  
 CN3213* NAVD 88     -        68.9    (meters)     226.     (feet)  VERTCON   
 CN3213  ___________________________________________________________________
 CN3213  X           -     360,741.734 (meters)                     COMP
 CN3213  Y           -  -5,379,414.304 (meters)                     COMP
 CN3213  Z           -   3,396,347.765 (meters)                     COMP
 CN3213  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 CN3213  ELLIP HEIGHT-          40.78  (meters)          (07/29/02) GPS OBS
 CN3213  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CN3213
 CN3213  HORZ ORDER  -  FIRST
 CN3213  ELLP ORDER  -  FOURTH    CLASS I
 CN3213
 CN3213.The horizontal coordinates were established by GPS observations
 CN3213.and adjusted by the National Geodetic Survey in December 1992..
 CN3213
 CN3213.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3213.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3213
 CN3213.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3213
 CN3213.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3213
 CN3213.The ellipsoidal height was determined by GPS observations
 CN3213.and is referenced to NAD 83.
 CN3213
 CN3213.The geoid height was determined by GEOID03.
 CN3213
 CN3213;                    North         East     Units Scale Factor Converg.
 CN3213;SPC AL E     -   208,765.085   168,932.132   MT  0.99997190   -0 10 36.6
 CN3213;UTM  16      - 3,583,141.143   578,682.568   MT  0.99967634   +0 26 52.9
 CN3213
 CN3213!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3213!SPC AL E     -   0.99999360  x   0.99997190  =   0.99996550
 CN3213!UTM  16      -   0.99999360  x   0.99967634  =   0.99966994
 CN3213
 CN3213                          SUPERSEDED SURVEY CONTROL
 CN3213
 CN3213  ELLIP H (12/04/92)   40.82   (m)                       GP(       ) 4 1
 CN3213  NAD 83(1986)-  32 22 56.98763(N)    086 09 48.63501(W) AD(       ) 1
 CN3213  NGVD 29 (12/04/92)   68.8    (m)          226.     (f) GPS OBS        
 CN3213
 CN3213.Superseded values are not recommended for survey control.
 CN3213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3213.See file dsdata.txt to determine how the superseded data were derived.
 CN3213
 CN3213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7868383141(NAD 83)
 CN3213_MARKER: DD = SURVEY DISK
 CN3213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3213_SP_SET: CONCRETE POST
 CN3213_STAMPING: 51-2 1991
 CN3213_MARK LOGO: ALHD  
 CN3213_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3213+STABILITY: SURFACE MOTION
 CN3213_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3213+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 CN3213
 CN3213  HISTORY     - Date     Condition        Report By
 CN3213  HISTORY     - 1991     MONUMENTED       ALHD
 CN3213  HISTORY     - 20050215 GOOD             ALPCO
 CN3213
 CN3213                          STATION DESCRIPTION
 CN3213
 CN3213'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3213'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTH RIGHT OF WAY
 CN3213'OF U.S. 80, ABOUT 7.85 MI (12.63 KM) EAST OF MONTGOMERY AND ABOUT
 CN3213'19.25 MI (30.98 KM) SOUTHWEST OF TALLASSEE.
 CN3213'TO REACH THE STATION FROM EXIT 11 ON I-85 (MILE POST 147.70 ON U.S.
 CN3213'80), DRIVE NORTH FOR 0.15 MI (0.24 KM) TO T-INTERSECTION AT A THREE
 CN3213'WAY STOP, TURN LEFT ON U.S. 80 AND DRIVE WEST FOR 1.65 MI (2.66 KM)
 CN3213'TO MILE POST 145.90 AND THE STATION ON THE RIGHT.
 CN3213'THE STATION IS 4.0 FT (1.2 M) SOUTH OF A FIVE-FOOT HIGH TREATED WOOD
 CN3213'POST WITH AN ORANGE TOP, 14.6 FT (4.5 M) NORTH OF THE CENTER OF A
 CN3213'TELEPHONE COMPANY MANHOLE, 62.3 FT (19.0 M) NORTH OF THE CENTERLINE
 CN3213'OF THE WEST BOUND LANES OF U.S. 80, 3.4 FT (1.0 M) SOUTH-SOUTHWEST OF
 CN3213'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3213'STATION 51-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3213
 CN3213                          STATION RECOVERY (2005)
 CN3213
 CN3213'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (WF)
 CN3213'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2467 ***********************************************************************
 AA2467  DESIGNATION -  51 20
 AA2467  PID         -  AA2467
 AA2467  STATE/COUNTY-  AL/MONTGOMERY
 AA2467  USGS QUAD   -  RAMER (1971)
 AA2467
 AA2467                         *CURRENT SURVEY CONTROL
 AA2467  ___________________________________________________________________
 AA2467* NAD 83(1992)-  32 05 21.91120(N)    086 13 37.92734(W)     ADJUSTED  
 AA2467* NAVD 88     -       101.1    (meters)     332.     (feet)  VERTCON   
 AA2467  ___________________________________________________________________
 AA2467  X           -     355,903.902 (meters)                     COMP
 AA2467  Y           -  -5,397,137.819 (meters)                     COMP
 AA2467  Z           -   3,368,875.421 (meters)                     COMP
 AA2467  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 AA2467  ELLIP HEIGHT-          73.85  (meters)          (07/29/02) GPS OBS
 AA2467  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AA2467
 AA2467  HORZ ORDER  -  FIRST
 AA2467  ELLP ORDER  -  FOURTH    CLASS I
 AA2467
 AA2467.The horizontal coordinates were established by GPS observations
 AA2467.and adjusted by the National Geodetic Survey in November 1994..
 AA2467
 AA2467.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2467
 AA2467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2467
 AA2467.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2467
 AA2467.The ellipsoidal height was determined by GPS observations
 AA2467.and is referenced to NAD 83.
 AA2467
 AA2467.The geoid height was determined by GEOID03.
 AA2467
 AA2467;                    North         East     Units Scale Factor Converg.
 AA2467;SPC AL E     -   176,287.087   162,819.633   MT  0.99997704   -0 12 33.3
 AA2467;UTM  16      - 3,550,608.546   572,924.937   MT  0.99966558   +0 24 38.0
 AA2467
 AA2467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2467!SPC AL E     -   0.99998840  x   0.99997704  =   0.99996544
 AA2467!UTM  16      -   0.99998840  x   0.99966558  =   0.99965399
 AA2467
 AA2467:                Primary Azimuth Mark                     Grid Az
 AA2467:SPC AL E     -  51 19                                    163 59 19.4
 AA2467:UTM  16      -  51 19                                    163 22 08.1
 AA2467
 AA2467|---------------------------------------------------------------------|
 AA2467| PID    Reference Object                     Distance      Geod. Az  |
 AA2467|                                                           dddmmss.s |
 AA2467| AA2466 51 19                               APPROX. 0.6 KM 1634646.1 |
 AA2467|---------------------------------------------------------------------|
 AA2467
 AA2467                          SUPERSEDED SURVEY CONTROL
 AA2467
 AA2467  ELLIP H (11/30/94)   73.92   (m)                       GP(       ) 4 1
 AA2467  NGVD 29 (11/30/94)  101.1    (m)          332.     (f) GPS OBS        
 AA2467
 AA2467.Superseded values are not recommended for survey control.
 AA2467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2467.See file dsdata.txt to determine how the superseded data were derived.
 AA2467
 AA2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7292550609(NAD 83)
 AA2467_MARKER: DD = SURVEY DISK
 AA2467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2467_SP_SET: CONCRETE POST
 AA2467_STAMPING: 51-20 1992
 AA2467_MARK LOGO: ALHD  
 AA2467_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2467+STABILITY: SURFACE MOTION
 AA2467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2467+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2467
 AA2467  HISTORY     - Date     Condition        Report By
 AA2467  HISTORY     - 1992     MONUMENTED       ALHD
 AA2467
 AA2467                          STATION DESCRIPTION
 AA2467
 AA2467'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2467'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 AA2467'OF MONTGOMERY COUNTY ROAD NO. 61, ABOUT 2.60 MI (4.18 KM) NORTH OF
 AA2467'RAMER AND ABOUT 2.90 MI (4.67 KM) EAST-SOUTHEAST OF ADA. TO REACH THE
 AA2467'STATION FROM THE JUNCTION OF U.S. 231 AND ALA 94 (MILE 19.15 ON ALA 94
 AA2467'AND MILE POST 90.05 ON U.S. 231), DRIVE WEST ON ALA 94 FOR 13.85 MI
 AA2467'(22.29 KM) TO MILE POST 5.30 AND A T-INTERSECTION IN RAMER WITH ALA 94
 AA2467'LEFT AND MONTGOMERY COUNTY ROAD NO. 61 RIGHT, TURN RIGHT ON MONTGOMERY
 AA2467'COUNTY ROAD NO. 61 AND DRIVE NORTH FOR 2.75 MI (4.43 KM) TO THE
 AA2467'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF
 AA2467'A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 35.0 FT (10.7 M)
 AA2467'NORTHWEST OF A POWER POLE IN THE PASTURE, 37.4 FT (11.4 M)
 AA2467'EAST-NORTHEAST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 61, 3.6
 AA2467'FT (1.1 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2467'GROUND. STATION 51-19 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2468 ***********************************************************************
 AA2468  DESIGNATION -  51 21
 AA2468  PID         -  AA2468
 AA2468  STATE/COUNTY-  AL/MONTGOMERY
 AA2468  USGS QUAD   -  RAMER (1971)
 AA2468
 AA2468                         *CURRENT SURVEY CONTROL
 AA2468  ___________________________________________________________________
 AA2468* NAD 83(1992)-  32 06 40.85277(N)    086 09 37.49498(W)     ADJUSTED  
 AA2468* NAVD 88     -       100.8    (meters)     331.     (feet)  VERTCON   
 AA2468  ___________________________________________________________________
 AA2468  X           -     362,108.277 (meters)                     COMP
 AA2468  Y           -  -5,395,429.693 (meters)                     COMP
 AA2468  Z           -   3,370,935.080 (meters)                     COMP
 AA2468  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 AA2468  ELLIP HEIGHT-          73.46  (meters)          (07/29/02) GPS OBS
 AA2468  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA2468
 AA2468  HORZ ORDER  -  FIRST
 AA2468  ELLP ORDER  -  FOURTH    CLASS I
 AA2468
 AA2468.The horizontal coordinates were established by GPS observations
 AA2468.and adjusted by the National Geodetic Survey in November 1994..
 AA2468
 AA2468.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2468.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2468
 AA2468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2468
 AA2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2468
 AA2468.The ellipsoidal height was determined by GPS observations
 AA2468.and is referenced to NAD 83.
 AA2468
 AA2468.The geoid height was determined by GEOID03.
 AA2468
 AA2468;                    North         East     Units Scale Factor Converg.
 AA2468;SPC AL E     -   178,697.523   169,131.571   MT  0.99997175   -0 10 25.9
 AA2468;UTM  16      - 3,553,086.390   579,208.519   MT  0.99967737   +0 26 46.7
 AA2468
 AA2468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2468!SPC AL E     -   0.99998847  x   0.99997175  =   0.99996022
 AA2468!UTM  16      -   0.99998847  x   0.99967737  =   0.99966584
 AA2468
 AA2468:                Primary Azimuth Mark                     Grid Az
 AA2468:SPC AL E     -  51 22                                    314 15 50.3
 AA2468:UTM  16      -  51 22                                    313 38 37.7
 AA2468
 AA2468|---------------------------------------------------------------------|
 AA2468| PID    Reference Object                     Distance      Geod. Az  |
 AA2468|                                                           dddmmss.s |
 AA2468| AA2469 51 22                               463.739 METERS 3140524.4 |
 AA2468|---------------------------------------------------------------------|
 AA2468
 AA2468                          SUPERSEDED SURVEY CONTROL
 AA2468
 AA2468  ELLIP H (11/30/94)   73.53   (m)                       GP(       ) 4 1
 AA2468  NGVD 29 (11/30/94)  100.8    (m)          331.     (f) GPS OBS        
 AA2468
 AA2468.Superseded values are not recommended for survey control.
 AA2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2468.See file dsdata.txt to determine how the superseded data were derived.
 AA2468
 AA2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7920953086(NAD 83)
 AA2468_MARKER: DD = SURVEY DISK
 AA2468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2468_SP_SET: CONCRETE POST
 AA2468_STAMPING: 51-21 1992
 AA2468_MARK LOGO: ALHD  
 AA2468_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2468+STABILITY: SURFACE MOTION
 AA2468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2468+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2468
 AA2468  HISTORY     - Date     Condition        Report By
 AA2468  HISTORY     - 1992     MONUMENTED       ALHD
 AA2468
 AA2468                          STATION DESCRIPTION
 AA2468
 AA2468'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2468'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTHWEST RIGHT OF
 AA2468'WAY OF MONTGOMERY COUNTY ROAD NO. 39, ABOUT 5.50 MI (8.85 KM)
 AA2468'NORTHEAST OF RAMER AND ABOUT 6.65 MI (10.70 KM) NORTHWEST OF PINE
 AA2468'LEVEL. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 94
 AA2468'(MILE POST 19.15 ON ALA 94 AND MILE POST 90.05 ON U.S. 231), DRIVE
 AA2468'WEST ON ALA 94 FOR 9.60 MI (15.45 KM) TO MILE POST 9.55 AND MONTGOMERY
 AA2468'COUNTY ROAD NO. 39 LEFT AND RIGHT AT DUBLIN, TURN RIGHT ON MONTGOMERY
 AA2468'COUNTY ROAD NO. 39 AND DRIVE NORTH FOR 5.80 MI (9.33 KM) TO THE
 AA2468'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FIVE
 AA2468'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 36.6 FT (11.2 M)
 AA2468'SOUTHWEST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 39, 98.2 FT
 AA2468'(29.9 M) NORTH-NORTHWEST OF A TELEPHONE CABLE PEDESTAL, 110.3 FT (33.6
 AA2468'M) NORTH-NORTHWEST OF THE NORTH ONE OF TWO CONNECTED CROSS TIE POSTS
 AA2468'IN THE FENCE LINE, 120.3 FT (36.7 M) NORTH-NORTHWEST OF A CONCRETE
 AA2468'RIGHT OF WAY MARKER INSIDE THE FENCE, 140.5 FT (42.8 M)
 AA2468'NORTH-NORTHWEST OF THE NORTH POST OF A METAL GATE, 150.0 FT (45.7 M)
 AA2468'NORTH-NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.5 FT (0.8 M)
 AA2468'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2468'STATION 51-22 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2469 ***********************************************************************
 AA2469  DESIGNATION -  51 22
 AA2469  PID         -  AA2469
 AA2469  STATE/COUNTY-  AL/MONTGOMERY
 AA2469  USGS QUAD   -  RAMER (1971)
 AA2469
 AA2469                         *CURRENT SURVEY CONTROL
 AA2469  ___________________________________________________________________
 AA2469* NAD 83(1992)-  32 06 51.32788(N)    086 09 50.20040(W)     ADJUSTED  
 AA2469* NAVD 88     -       113.3    (meters)     372.     (feet)  VERTCON   
 AA2469  ___________________________________________________________________
 AA2469  X           -     361,765.163 (meters)                     COMP
 AA2469  Y           -  -5,395,291.395 (meters)                     COMP
 AA2469  Z           -   3,371,215.011 (meters)                     COMP
 AA2469  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 AA2469  ELLIP HEIGHT-          85.94  (meters)          (07/29/02) GPS OBS
 AA2469  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA2469
 AA2469  HORZ ORDER  -  FIRST
 AA2469  ELLP ORDER  -  FOURTH    CLASS I
 AA2469
 AA2469.The horizontal coordinates were established by GPS observations
 AA2469.and adjusted by the National Geodetic Survey in November 1994..
 AA2469
 AA2469.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2469
 AA2469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2469
 AA2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2469
 AA2469.The ellipsoidal height was determined by GPS observations
 AA2469.and is referenced to NAD 83.
 AA2469
 AA2469.The geoid height was determined by GEOID03.
 AA2469
 AA2469;                    North         East     Units Scale Factor Converg.
 AA2469;SPC AL E     -   179,021.188   168,799.482   MT  0.99997200   -0 10 32.7
 AA2469;UTM  16      - 3,553,406.347   578,873.045   MT  0.99967672   +0 26 40.1
 AA2469
 AA2469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2469!SPC AL E     -   0.99998651  x   0.99997200  =   0.99995851
 AA2469!UTM  16      -   0.99998651  x   0.99967672  =   0.99966323
 AA2469
 AA2469:                Primary Azimuth Mark                     Grid Az
 AA2469:SPC AL E     -  51 21                                    134 15 50.3
 AA2469:UTM  16      -  51 21                                    133 38 37.5
 AA2469
 AA2469|---------------------------------------------------------------------|
 AA2469| PID    Reference Object                     Distance      Geod. Az  |
 AA2469|                                                           dddmmss.s |
 AA2469| AA2468 51 21                               463.739 METERS 1340517.6 |
 AA2469|---------------------------------------------------------------------|
 AA2469
 AA2469                          SUPERSEDED SURVEY CONTROL
 AA2469
 AA2469  ELLIP H (11/30/94)   86.02   (m)                       GP(       ) 4 1
 AA2469  NGVD 29 (11/30/94)  113.2    (m)          371.     (f) GPS OBS        
 AA2469
 AA2469.Superseded values are not recommended for survey control.
 AA2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2469.See file dsdata.txt to determine how the superseded data were derived.
 AA2469
 AA2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7887353406(NAD 83)
 AA2469_MARKER: DD = SURVEY DISK
 AA2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2469_SP_SET: CONCRETE POST
 AA2469_STAMPING: 51-22 1992
 AA2469_MARK LOGO: ALHD  
 AA2469_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2469+STABILITY: SURFACE MOTION
 AA2469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2469+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2469
 AA2469  HISTORY     - Date     Condition        Report By
 AA2469  HISTORY     - 1992     MONUMENTED       ALHD
 AA2469
 AA2469                          STATION DESCRIPTION
 AA2469
 AA2469'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2469'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTHWEST RIGHT OF
 AA2469'WAY OF MONTGOMERY COUNTY ROAD NO. 39, ABOUT 5.55 MI (8.93 KM)
 AA2469'NORTHEAST OF RAMER AND ABOUT 6.95 MI (11.18 KM) NORTHWEST OF PINE
 AA2469'LEVEL. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 94
 AA2469'(MILE POST 19.15 ON ALA 94 AND MILE POST 90.05 ON U.S. 231), DRIVE
 AA2469'WEST ON ALA 94 FOR 9.60 MI (15.45 KM) TO MILE POST 9.55 AND MONTGOMERY
 AA2469'COUNTY ROAD NO. 39 LEFT AND RIGHT AT DUBLIN, TURN RIGHT ON MONTGOMERY
 AA2469'COUNTY ROAD NO. 39 AND DRIVE NORTH FOR 6.10 MI (9.82 KM) TO THE
 AA2469'STATION ON THE LEFT. THE STATION IS 36.6 FT (11.2 M) SOUTHWEST OF THE
 AA2469'CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 39, 67.1 FT (20.5 M) NORTH OF
 AA2469'A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 67.1 FT (20.5 M)
 AA2469'NORTHWEST OF A CROSS TIE POST WITH ONE STRAND OF BARBED WIRE, 97.2 FT
 AA2469'(29.6 M) NORTHWEST OF THE NORTHEAST CORNER OF THE FENCE, 121.3 FT
 AA2469'(37.0 M) NORTHWEST OF POWER POLE NO. 23 1 60 IN THE PASTURE, 2.1 FT
 AA2469'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2469'GROUND. STATION 51-21 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2470 ***********************************************************************
 AA2470  DESIGNATION -  51 23
 AA2470  PID         -  AA2470
 AA2470  STATE/COUNTY-  AL/MONTGOMERY
 AA2470  USGS QUAD   -  PINE LEVEL (1971)
 AA2470
 AA2470                         *CURRENT SURVEY CONTROL
 AA2470  ___________________________________________________________________
 AA2470* NAD 83(1992)-  32 07 21.77024(N)    086 04 31.56944(W)     ADJUSTED  
 AA2470* NAVD 88     -       100.6    (meters)     330.     (feet)  VERTCON   
 AA2470  ___________________________________________________________________
 AA2470  X           -     370,064.338 (meters)                     COMP
 AA2470  Y           -  -5,394,218.057 (meters)                     COMP
 AA2470  Z           -   3,372,002.491 (meters)                     COMP
 AA2470  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA2470  ELLIP HEIGHT-          73.31  (meters)          (07/29/02) GPS OBS
 AA2470  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AA2470
 AA2470  HORZ ORDER  -  FIRST
 AA2470  ELLP ORDER  -  FOURTH    CLASS I
 AA2470
 AA2470.The horizontal coordinates were established by GPS observations
 AA2470.and adjusted by the National Geodetic Survey in November 1994..
 AA2470
 AA2470.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2470.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2470
 AA2470.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2470
 AA2470.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2470
 AA2470.The ellipsoidal height was determined by GPS observations
 AA2470.and is referenced to NAD 83.
 AA2470
 AA2470.The geoid height was determined by GEOID03.
 AA2470
 AA2470;                    North         East     Units Scale Factor Converg.
 AA2470;SPC AL E     -   179,936.661   177,154.368   MT  0.99996643   -0 07 43.4
 AA2470;UTM  16      - 3,554,411.933   587,215.161   MT  0.99969380   +0 29 30.0
 AA2470
 AA2470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2470!SPC AL E     -   0.99998849  x   0.99996643  =   0.99995492
 AA2470!UTM  16      -   0.99998849  x   0.99969380  =   0.99968229
 AA2470
 AA2470                          SUPERSEDED SURVEY CONTROL
 AA2470
 AA2470  ELLIP H (11/30/94)   73.39   (m)                       GP(       ) 4 1
 AA2470  NGVD 29 (11/30/94)  100.6    (m)          330.     (f) GPS OBS        
 AA2470
 AA2470.Superseded values are not recommended for survey control.
 AA2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2470.See file dsdata.txt to determine how the superseded data were derived.
 AA2470
 AA2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8721554412(NAD 83)
 AA2470_MARKER: DD = SURVEY DISK
 AA2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2470_SP_SET: CONCRETE POST
 AA2470_STAMPING: 51-23 1992
 AA2470_MARK LOGO: ALHD  
 AA2470_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2470+STABILITY: SURFACE MOTION
 AA2470_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2470+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2470
 AA2470  HISTORY     - Date     Condition        Report By
 AA2470  HISTORY     - 1992     MONUMENTED       ALHD
 AA2470
 AA2470                          STATION DESCRIPTION
 AA2470
 AA2470'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2470'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTHWEST RIGHT OF
 AA2470'WAY OF U.S. 231, ABOUT 4.30 MI (6.92 KM) WEST-SOUTHWEST OF DOWNING AND
 AA2470'ABOUT 3.90 MI (6.28 KM) NORTH-NORTHWEST OF PINE LEVEL. TO REACH THE
 AA2470'STATION FROM THE JUNCTION OF U.S. 82 EAST AND U.S. 231 SOUTH (MILE
 AA2470'POST 106.60 ON U.S. 231 AND MILE POST 171.75 ON U.S. 82), DRIVE SOUTH
 AA2470'ON U. S. 231 FOR 5.75 MI (9.25 KM) TO MILE POST 100.85 AND THE STATION
 AA2470'ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M) NORTHEAST OF A FIVE STRAND
 AA2470'BARBED WIRE FENCE ON TREATED WOOD POSTS, 27.5 FT (8.4 M) NORTHWEST OF
 AA2470'TELEPHONE CABLE PEDESTAL NO. AA LP6 30, 37.0 FT (11.3 M) SOUTHWEST OF
 AA2470'THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 231, 242.4 FT (73.9 M)
 AA2470'SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. AA 31, 285.3 FT (87.0 M)
 AA2470'SOUTHEAST OF A FENCE CORNER SOUTHEAST OF A FIELD ROAD, 3.2 FT (1.0 M)
 AA2470'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2470'STATION 51-24 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2471 ***********************************************************************
 AA2471  DESIGNATION -  51 24
 AA2471  PID         -  AA2471
 AA2471  STATE/COUNTY-  AL/MONTGOMERY
 AA2471  USGS QUAD   -  TEASLEYS MILL (1971)
 AA2471
 AA2471                         *CURRENT SURVEY CONTROL
 AA2471  ___________________________________________________________________
 AA2471* NAD 83(1992)-  32 07 43.06843(N)    086 04 55.25231(W)     ADJUSTED  
 AA2471* NAVD 88     -       101.4    (meters)     333.     (feet)  VERTCON   
 AA2471  ___________________________________________________________________
 AA2471  X           -     369,421.191 (meters)                     COMP
 AA2471  Y           -  -5,393,913.116 (meters)                     COMP
 AA2471  Z           -   3,372,558.500 (meters)                     COMP
 AA2471  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AA2471  ELLIP HEIGHT-          74.09  (meters)          (07/29/02) GPS OBS
 AA2471  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA2471
 AA2471  HORZ ORDER  -  FIRST
 AA2471  ELLP ORDER  -  FOURTH    CLASS I
 AA2471
 AA2471.The horizontal coordinates were established by GPS observations
 AA2471.and adjusted by the National Geodetic Survey in November 1994..
 AA2471
 AA2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2471
 AA2471.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2471
 AA2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2471
 AA2471.The ellipsoidal height was determined by GPS observations
 AA2471.and is referenced to NAD 83.
 AA2471
 AA2471.The geoid height was determined by GEOID03.
 AA2471
 AA2471;                    North         East     Units Scale Factor Converg.
 AA2471;SPC AL E     -   180,594.089   176,535.104   MT  0.99996679   -0 07 56.1
 AA2471;UTM  16      - 3,555,062.438   586,588.985   MT  0.99969246   +0 29 17.6
 AA2471
 AA2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2471!SPC AL E     -   0.99998837  x   0.99996679  =   0.99995516
 AA2471!UTM  16      -   0.99998837  x   0.99969246  =   0.99968083
 AA2471
 AA2471                          SUPERSEDED SURVEY CONTROL
 AA2471
 AA2471  ELLIP H (11/30/94)   74.16   (m)                       GP(       ) 4 1
 AA2471  NGVD 29 (11/30/94)  101.4    (m)          333.     (f) GPS OBS        
 AA2471
 AA2471.Superseded values are not recommended for survey control.
 AA2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2471.See file dsdata.txt to determine how the superseded data were derived.
 AA2471
 AA2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8658955062(NAD 83)
 AA2471_MARKER: DD = SURVEY DISK
 AA2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2471_SP_SET: CONCRETE POST
 AA2471_STAMPING: 51-24 1992
 AA2471_MARK LOGO: ALHD  
 AA2471_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2471_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2471+STABILITY: SURFACE MOTION
 AA2471_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2471+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2471
 AA2471  HISTORY     - Date     Condition        Report By
 AA2471  HISTORY     - 1992     MONUMENTED       ALHD
 AA2471
 AA2471                          STATION DESCRIPTION
 AA2471
 AA2471'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2471'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTHWEST RIGHT OF
 AA2471'WAY OF U.S. 231, ABOUT 4.60 MI (7.40 KM) WEST-SOUTHWEST OF DOWNING AND
 AA2471'ABOUT 4.45 MI (7.16 KM) NORTH-NORTHWEST OF PINE LEVEL. TO REACH THE
 AA2471'STATION FROM THE JUNCTION OF U.S. 82 EAST AND U.S. 231 SOUTH (MILE
 AA2471'POST 106.60 ON U.S. 231 AND MILE POST 171.75 ON U.S. 82), DRIVE SOUTH
 AA2471'ON U.S. 231 FOR 5.15 MI (8.29 KM) TO MILE POST 101.45 AND THE STATION
 AA2471'ON THE RIGHT. THE STATION IS 4.5 FT (1.4 M) NORTHEAST OF A FIVE STRAND
 AA2471'BARBED WIRE FENCE ON WOOD POSTS, 14.8 FT (4.5 M) SOUTHEAST OF THE
 AA2471'SOUTHEAST POST OF A METAL GATE, 30.0 FT (9.1 M) SOUTHEAST OF THE
 AA2471'NORTHWEST POST OF A METAL GATE, 36.4 FT (11.1 M) SOUTHWEST OF THE
 AA2471'CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 231, 53.1 FT (16.2 M)
 AA2471'SOUTHEAST OF A FENCE JUNCTION, 72.0 FT (21.9 M) SOUTHEAST OF THE
 AA2471'SOUTHWEST POST OF A TRAFFIC ALL 4 LANES STOP WHILE SCHOOL BUSES LOAD
 AA2471'OR UNLOAD SIGN, 71.3 FT (21.7 M) SOUTHEAST OF THE NORTHEAST POST OF A
 AA2471'TRAFFIC ALL 4 LANES STOP WHILE SCHOOL BUSES LOAD OR UNLOAD SIGN, 4.3
 AA2471'FT (1.3 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2471'THE GROUND. STATION 51-23 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2472 ***********************************************************************
 AA2472  DESIGNATION -  51 25
 AA2472  PID         -  AA2472
 AA2472  STATE/COUNTY-  AL/MONTGOMERY
 AA2472  USGS QUAD   -  SNOWDOUN (1985)
 AA2472
 AA2472                         *CURRENT SURVEY CONTROL
 AA2472  ___________________________________________________________________
 AA2472* NAD 83(1992)-  32 10 31.72972(N)    086 19 48.54140(W)     ADJUSTED  
 AA2472* NAVD 88     -        76.4    (meters)     251.     (feet)  VERTCON   
 AA2472  ___________________________________________________________________
 AA2472  X           -     345,879.575 (meters)                     COMP
 AA2472  Y           -  -5,392,681.996 (meters)                     COMP
 AA2472  Z           -   3,376,943.573 (meters)                     COMP
 AA2472  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 AA2472  ELLIP HEIGHT-          48.84  (meters)          (07/29/02) GPS OBS
 AA2472  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA2472
 AA2472  HORZ ORDER  -  FIRST
 AA2472  ELLP ORDER  -  FOURTH    CLASS I
 AA2472
 AA2472.The horizontal coordinates were established by GPS observations
 AA2472.and adjusted by the National Geodetic Survey in November 1994..
 AA2472
 AA2472.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2472.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2472
 AA2472.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2472
 AA2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2472
 AA2472.The ellipsoidal height was determined by GPS observations
 AA2472.and is referenced to NAD 83.
 AA2472
 AA2472.The geoid height was determined by GEOID03.
 AA2472
 AA2472;                    North         East     Units Scale Factor Converg.
 AA2472;SPC AL E     -   185,870.187   153,145.445   MT  0.99998706   -0 15 52.4
 AA2472;UTM  16      - 3,560,083.233   563,150.703   MT  0.99964918   +0 21 24.2
 AA2472
 AA2472!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2472!SPC AL E     -   0.99999233  x   0.99998706  =   0.99997939
 AA2472!UTM  16      -   0.99999233  x   0.99964918  =   0.99964151
 AA2472
 AA2472:                Primary Azimuth Mark                     Grid Az
 AA2472:SPC AL E     -  51 26                                    086 00 22.2
 AA2472:UTM  16      -  51 26                                    085 23 05.6
 AA2472
 AA2472|---------------------------------------------------------------------|
 AA2472| PID    Reference Object                     Distance      Geod. Az  |
 AA2472|                                                           dddmmss.s |
 AA2472| AA2473 51 26                               425.959 METERS 0854429.8 |
 AA2472|---------------------------------------------------------------------|
 AA2472
 AA2472                          SUPERSEDED SURVEY CONTROL
 AA2472
 AA2472  ELLIP H (11/30/94)   48.92   (m)                       GP(       ) 4 1
 AA2472  NGVD 29 (11/30/94)   76.3    (m)          250.     (f) GPS OBS        
 AA2472
 AA2472.Superseded values are not recommended for survey control.
 AA2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2472.See file dsdata.txt to determine how the superseded data were derived.
 AA2472
 AA2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6315160083(NAD 83)
 AA2472_MARKER: DD = SURVEY DISK
 AA2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2472_SP_SET: CONCRETE POST
 AA2472_STAMPING: 51-25 1992
 AA2472_MARK LOGO: ALHD  
 AA2472_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2472+STABILITY: SURFACE MOTION
 AA2472_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2472+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2472
 AA2472  HISTORY     - Date     Condition        Report By
 AA2472  HISTORY     - 1992     MONUMENTED       ALHD
 AA2472
 AA2472                          STATION DESCRIPTION
 AA2472
 AA2472'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2472'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 AA2472'OF MONTGOMERY COUNTY ROAD NO. 24, ABOUT 2.25 MI (3.62 KM) EAST OF
 AA2472'PINTLALA AND ABOUT 3.45 MI (5.55 KM) WEST-NORTHWEST OF LEGRAND. TO
 AA2472'REACH THE STATION FROM EXIT 158 ON I-65, DRIVE EAST ON LOWNDES COUNTY
 AA2472'ROAD NO. 6 FOR 0.60 MI (0.97 KM) TO THE LOWNDES-MONTGOMERY COUNTY
 AA2472'LINE, CONTINUE EAST ON MONTGOMERY COUNTY ROAD NO. 24 FOR 3.00 MI (4.83
 AA2472'KM) TO U.S. 31 AT A TRAFFIC LIGHT IN PINTLALA, CONTINUE EAST ON
 AA2472'MONTGOMERY COUNTY ROAD NO. 24 FOR 2.25 MI (3.62 KM) TO THE STATION ON
 AA2472'THE RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED
 AA2472'WIRE FENCE ON OLD TREATED WOOD POSTS, 38.0 FT (11.6 M) SOUTH OF THE
 AA2472'CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 24, 47.6 FT (14.5 M) EAST OF
 AA2472'TELEPHONE CABLE PEDESTAL NO. O H 15, 98.3 FT (30.0 M) SOUTH-SOUTHWEST
 AA2472'OF POWER POLE NO. 2 ACROSS THE ROAD, 3.0 FT (0.9 M) NORTH OF A
 AA2472'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-26
 AA2472'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2473 ***********************************************************************
 AA2473  DESIGNATION -  51 26
 AA2473  PID         -  AA2473
 AA2473  STATE/COUNTY-  AL/MONTGOMERY
 AA2473  USGS QUAD   -  SNOWDOUN (1985)
 AA2473
 AA2473                         *CURRENT SURVEY CONTROL
 AA2473  ___________________________________________________________________
 AA2473* NAD 83(1992)-  32 10 32.75627(N)    086 19 32.32701(W)     ADJUSTED  
 AA2473* NAVD 88     -        79.6    (meters)     261.     (feet)  VERTCON   
 AA2473  ___________________________________________________________________
 AA2473  X           -     346,302.586 (meters)                     COMP
 AA2473  Y           -  -5,392,640.705 (meters)                     COMP
 AA2473  Z           -   3,376,972.052 (meters)                     COMP
 AA2473  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AA2473  ELLIP HEIGHT-          52.06  (meters)          (07/29/02) GPS OBS
 AA2473  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA2473
 AA2473  HORZ ORDER  -  FIRST
 AA2473  ELLP ORDER  -  FOURTH    CLASS I
 AA2473
 AA2473.The horizontal coordinates were established by GPS observations
 AA2473.and adjusted by the National Geodetic Survey in November 1994..
 AA2473
 AA2473.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2473.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2473
 AA2473.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2473
 AA2473.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2473
 AA2473.The ellipsoidal height was determined by GPS observations
 AA2473.and is referenced to NAD 83.
 AA2473
 AA2473.The geoid height was determined by GEOID03.
 AA2473
 AA2473;                    North         East     Units Scale Factor Converg.
 AA2473;SPC AL E     -   185,899.854   153,570.364   MT  0.99998657   -0 15 43.8
 AA2473;UTM  16      - 3,560,117.494   563,575.132   MT  0.99964984   +0 21 32.8
 AA2473
 AA2473!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2473!SPC AL E     -   0.99999183  x   0.99998657  =   0.99997840
 AA2473!UTM  16      -   0.99999183  x   0.99964984  =   0.99964167
 AA2473
 AA2473:                Primary Azimuth Mark                     Grid Az
 AA2473:SPC AL E     -  51 25                                    266 00 22.2
 AA2473:UTM  16      -  51 25                                    265 23 05.6
 AA2473
 AA2473|---------------------------------------------------------------------|
 AA2473| PID    Reference Object                     Distance      Geod. Az  |
 AA2473|                                                           dddmmss.s |
 AA2473| AA2472 51 25                               425.959 METERS 2654438.4 |
 AA2473|---------------------------------------------------------------------|
 AA2473
 AA2473                          SUPERSEDED SURVEY CONTROL
 AA2473
 AA2473  ELLIP H (11/30/94)   52.14   (m)                       GP(       ) 4 1
 AA2473  NGVD 29 (11/30/94)   79.6    (m)          261.     (f) GPS OBS        
 AA2473
 AA2473.Superseded values are not recommended for survey control.
 AA2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2473.See file dsdata.txt to determine how the superseded data were derived.
 AA2473
 AA2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6357560117(NAD 83)
 AA2473_MARKER: DD = SURVEY DISK
 AA2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2473_SP_SET: CONCRETE POST
 AA2473_STAMPING: 51-26 1992
 AA2473_MARK LOGO: ALHD  
 AA2473_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2473+STABILITY: SURFACE MOTION
 AA2473_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2473+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2473
 AA2473  HISTORY     - Date     Condition        Report By
 AA2473  HISTORY     - 1992     MONUMENTED       ALHD
 AA2473
 AA2473                          STATION DESCRIPTION
 AA2473
 AA2473'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2473'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTH RIGHT OF WAY
 AA2473'OF MONTGOMERY COUNTY ROAD NO. 24, ABOUT 2.50 MI (4.02 KM) EAST OF
 AA2473'PINTLALA AND ABOUT 3.25 MI (5.23 KM) WEST-NORTHWEST OF LEGRAND. TO
 AA2473'REACH THE STATION FROM EXIT 158 ON I-65, DRIVE EAST ON LOWNDES COUNTY
 AA2473'ROAD NO. 6 FOR 0.60 MI (0.97 KM) TO THE LOWNDES-MONTGOMERY COUNTY
 AA2473'LINE, CONTINUE EAST ON MONTGOMERY COUNTY ROAD NO. 24 FOR 3.00 MI (4.83
 AA2473'KM) TO U.S. 31 AT A TRAFFIC LIGHT IN PINTLALA, CONTINUE EAST ON
 AA2473'MONTGOMERY COUNTY ROAD NO. 24 FOR 2.50 MI (4.02 KM) TO THE STATION ON
 AA2473'THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED
 AA2473'WIRE FENCE ON OLD TREATED WOOD POSTS, 8.6 FT (2.6 M) EAST-SOUTHEAST OF
 AA2473'A CROSS TIE FENCE JUNCTION POST, 37.8 FT (11.5 M) NORTH OF THE
 AA2473'CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 24, 116.8 FT (35.6 M) EAST OF
 AA2473'POWER POLE NO. 4, 196.5 FT (59.9 M) WEST OF A CROSS TIE FENCE CORNER
 AA2473'POST SOUTH OF A GRAVEL FIELD ROAD, 199.5 FT (60.8 M) WEST OF POWER
 AA2473'POLE NO. 53, 211.0 FT (64.3 M) WEST OF THE CENTER OF A GRAVEL FIELD
 AA2473'ROAD, 2.8 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2473'FLUSH WITH THE GROUND. STATION 51-25 1992 MAY BE USED AS AN AZIMUTH
 AA2473'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2474 ***********************************************************************
 AA2474  DESIGNATION -  51 27
 AA2474  PID         -  AA2474
 AA2474  STATE/COUNTY-  AL/MONTGOMERY
 AA2474  USGS QUAD   -  DAVIS CROSSROADS (1981)
 AA2474
 AA2474                         *CURRENT SURVEY CONTROL
 AA2474  ___________________________________________________________________
 AA2474* NAD 83(1992)-  32 10 51.57950(N)    086 14 16.04456(W)     ADJUSTED  
 AA2474* NAVD 88     -        72.6    (meters)     238.     (feet)  VERTCON   
 AA2474  ___________________________________________________________________
 AA2474  X           -     354,550.500 (meters)                     COMP
 AA2474  Y           -  -5,391,789.382 (meters)                     COMP
 AA2474  Z           -   3,377,459.111 (meters)                     COMP
 AA2474  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AA2474  ELLIP HEIGHT-          45.13  (meters)          (07/29/02) GPS OBS
 AA2474  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA2474
 AA2474  HORZ ORDER  -  FIRST
 AA2474  ELLP ORDER  -  FOURTH    CLASS I
 AA2474
 AA2474.The horizontal coordinates were established by GPS observations
 AA2474.and adjusted by the National Geodetic Survey in November 1994..
 AA2474
 AA2474.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2474.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2474
 AA2474.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2474
 AA2474.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2474
 AA2474.The ellipsoidal height was determined by GPS observations
 AA2474.and is referenced to NAD 83.
 AA2474
 AA2474.The geoid height was determined by GEOID03.
 AA2474
 AA2474;                    North         East     Units Scale Factor Converg.
 AA2474;SPC AL E     -   186,445.115   161,858.259   MT  0.99997793   -0 12 55.5
 AA2474;UTM  16      - 3,560,752.391   571,853.931   MT  0.99966367   +0 24 21.5
 AA2474
 AA2474!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2474!SPC AL E     -   0.99999291  x   0.99997793  =   0.99997084
 AA2474!UTM  16      -   0.99999291  x   0.99966367  =   0.99965659
 AA2474
 AA2474                          SUPERSEDED SURVEY CONTROL
 AA2474
 AA2474  ELLIP H (11/30/94)   45.22   (m)                       GP(       ) 4 1
 AA2474  NGVD 29 (11/30/94)   72.6    (m)          238.     (f) GPS OBS        
 AA2474
 AA2474.Superseded values are not recommended for survey control.
 AA2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2474.See file dsdata.txt to determine how the superseded data were derived.
 AA2474
 AA2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7185460752(NAD 83)
 AA2474_MARKER: DD = SURVEY DISK
 AA2474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2474_SP_SET: CONCRETE POST
 AA2474_STAMPING: 51-27 1992
 AA2474_MARK LOGO: ALHD  
 AA2474_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2474+STABILITY: SURFACE MOTION
 AA2474_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2474+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2474
 AA2474  HISTORY     - Date     Condition        Report By
 AA2474  HISTORY     - 1992     MONUMENTED       ALHD
 AA2474
 AA2474                          STATION DESCRIPTION
 AA2474
 AA2474'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2474'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE WEST RIGHT OF WAY
 AA2474'OF MONTGOMERY COUNTY ROAD NO. 61, ABOUT 2.35 MI (3.78 KM) NORTHEAST OF
 AA2474'LEGRAND AND ABOUT 5.25 MI (8.45 KM) SOUTH-SOUTHEAST OF SNOWDOUN. TO
 AA2474'REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND SOUTH BOULEVARD
 AA2474'(MILE POST 101.75 ON U.S. 331) IN MONTGOMERY, DRIVE SOUTH ON U.S. 331
 AA2474'FOR 11.90 MI (19.15 KM) TO MILE POST 89.85 AND MONTGOMERY COUNTY ROAD
 AA2474'NO. 24 LEFT AND RIGHT AT A CAUTION LIGHT IN LEGRAND, TURN LEFT ON
 AA2474'MONTGOMERY COUNTY ROAD NO. 24 AND DRIVE EAST FOR 2.70 MI (4.35 KM) TO
 AA2474'A PAVED CROSSROAD WITH MONTGOMERY COUNTY ROAD NO. 61 LEFT AND RIGHT,
 AA2474'TURN LEFT ON MONTGOMERY COUNTY ROAD NO. 61 AND DRIVE NORTH FOR 2.15 MI
 AA2474'(3.46 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2474'EAST OF A SEVEN STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 37.8 FT
 AA2474'(11.5 M) WEST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 61, 91.7
 AA2474'FT (28.0 M) WEST-NORTHWEST OF THE WEST END OF THE FENCE NORTH OF A
 AA2474'GRAVEL DRIVEWAY ACROSS THE ROAD, 92.2 FT (28.1 M) WEST-NORTHWEST OF
 AA2474'THE NORTH POST OF A DOUBLE GREEN PIPE GATE ACROSS THE ROAD, 101.2 FT
 AA2474'(30.8 M) WEST-NORTHWEST OF THE SOUTH POST OF A DOUBLE GREEN PIPE GATE
 AA2474'ACROSS THE ROAD, 110.2 FT (33.6 M) WEST-NORTHWEST OF TELEPHONE CABLE
 AA2474'PEDESTAL NO. PED 34 ACROSS THE ROAD, 123.6 FT (37.7 M) WEST-SOUTHWEST
 AA2474'OF TRANSFORMER POWER POLE NO. 17 46 95 2 ACROSS THE ROAD, 2.9 FT (0.9
 AA2474'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2474'STATION 51-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2475 ***********************************************************************
 AA2475  DESIGNATION -  51 28
 AA2475  PID         -  AA2475
 AA2475  STATE/COUNTY-  AL/MONTGOMERY
 AA2475  USGS QUAD   -  DAVIS CROSSROADS (1981)
 AA2475
 AA2475                         *CURRENT SURVEY CONTROL
 AA2475  ___________________________________________________________________
 AA2475* NAD 83(1992)-  32 11 10.16952(N)    086 14 26.45990(W)     ADJUSTED  
 AA2475* NAVD 88     -        69.2    (meters)     227.     (feet)  VERTCON   
 AA2475  ___________________________________________________________________
 AA2475  X           -     354,258.052 (meters)                     COMP
 AA2475  Y           -  -5,391,500.011 (meters)                     COMP
 AA2475  Z           -   3,377,941.910 (meters)                     COMP
 AA2475  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 AA2475  ELLIP HEIGHT-          41.67  (meters)          (07/29/02) GPS OBS
 AA2475  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA2475
 AA2475  HORZ ORDER  -  FIRST
 AA2475  ELLP ORDER  -  FOURTH    CLASS I
 AA2475
 AA2475.The horizontal coordinates were established by GPS observations
 AA2475.and adjusted by the National Geodetic Survey in November 1994..
 AA2475
 AA2475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2475
 AA2475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2475
 AA2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2475
 AA2475.The ellipsoidal height was determined by GPS observations
 AA2475.and is referenced to NAD 83.
 AA2475
 AA2475.The geoid height was determined by GEOID03.
 AA2475
 AA2475;                    North         East     Units Scale Factor Converg.
 AA2475;SPC AL E     -   187,018.752   161,587.591   MT  0.99997819   -0 13 01.2
 AA2475;UTM  16      - 3,561,322.879   571,577.145   MT  0.99966318   +0 24 16.1
 AA2475
 AA2475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2475!SPC AL E     -   0.99999346  x   0.99997819  =   0.99997165
 AA2475!UTM  16      -   0.99999346  x   0.99966318  =   0.99965664
 AA2475
 AA2475                          SUPERSEDED SURVEY CONTROL
 AA2475
 AA2475  ELLIP H (11/30/94)   41.77   (m)                       GP(       ) 4 1
 AA2475  NGVD 29 (11/30/94)   69.2    (m)          227.     (f) GPS OBS        
 AA2475
 AA2475.Superseded values are not recommended for survey control.
 AA2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2475.See file dsdata.txt to determine how the superseded data were derived.
 AA2475
 AA2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7157761323(NAD 83)
 AA2475_MARKER: DD = SURVEY DISK
 AA2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2475_SP_SET: CONCRETE POST
 AA2475_STAMPING: 51-28 1992
 AA2475_MARK LOGO: ALHD  
 AA2475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2475+STABILITY: SURFACE MOTION
 AA2475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2475+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA2475
 AA2475  HISTORY     - Date     Condition        Report By
 AA2475  HISTORY     - 1992     MONUMENTED       ALHD
 AA2475  HISTORY     - 19940226 GOOD             MSI
 AA2475
 AA2475                          STATION DESCRIPTION
 AA2475
 AA2475'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2475'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTHWEST RIGHT OF
 AA2475'WAY OF MONTGOMERY COUNTY ROAD NO. 61, ABOUT 2.40 MI (3.86 KM)
 AA2475'NORTHEAST OF LEGRAND AND ABOUT 4.95 MI (7.97 KM) SOUTH-SOUTHEAST OF
 AA2475'SNOWDOUN. TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND SOUTH
 AA2475'BOULEVARD (MILE POST 101.75 ON U.S. 331) IN MONTGOMERY, DRIVE SOUTH ON
 AA2475'U.S. 331 FOR 11.90 MI (19.15 KM) TO MILE POST 89.85 AND MONTGOMERY
 AA2475'COUNTY ROAD NO. 24 LEFT AND RIGHT AT A CAUTION LIGHT IN LEGRAND, TURN
 AA2475'LEFT ON MONTGOMERY COUNTY ROAD NO. 24 AND DRIVE EAST FOR 2.70 MI (4.35
 AA2475'KM) TO A PAVED CROSSROAD WITH MONTGOMERY COUNTY ROAD NO. 61 LEFT AND
 AA2475'RIGHT, TURN LEFT ON MONTGOMERY COUNTY ROAD NO. 61 AND DRIVE NORTH FOR
 AA2475'2.55 MI (4.10 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA2475'(0.9 M) NORTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA2475'POSTS, 37.8 FT (11.5 M) SOUTHWEST OF THE CENTERLINE OF MONTGOMERY
 AA2475'COUNTY ROAD NO. 61, 52.5 FT (16.0 M) NORTHWEST OF THE NORTHWEST ONE OF
 AA2475'TWO CONNECTED CROSS TIE POSTS IN THE FENCE LINE, 82.0 FT (25.0 M)
 AA2475'NORTH OF POWER POLE NO. 54 IN THE PASTURE, 2.3 FT (0.7 M) NORTHEAST OF
 AA2475'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-27
 AA2475'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2475
 AA2475                          STATION RECOVERY (1994)
 AA2475
 AA2475'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA2475'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTHWEST RIGHT OF
 AA2475'WAY OF MONTGOMERY COUNTY ROAD NO. 61, ABOUT 2.40 MI (3.86 KM)
 AA2475'NORTHEAST OF LEGRAND AND ABOUT 4.95 MI (7.97 KM) SOUTH - SOUTHEAST OF
 AA2475'SNOWDOUN. TO REACH THE STATION FROM THE JUNCTION OF U.S. 331 AND SOUTH
 AA2475'BOULEVARD (MILE POST 101.75 ON U.S. 331) IN MONTGOMERY, DRIVE SOUTH ON
 AA2475'U.S. 331 11.90 MI (19.15 KM) TO MILEPOST 89.85 AND MONTGOMERY COUNTY
 AA2475'ROAD NO. 24 LEFT AND RIGHT AT A CAUTION LIGHT IN LEGRAND. TURN LEFT ON
 AA2475'MONTGOMERY COUNTY ROAD NO. 24 AND DRIVE EAST 2.70 MI (4.35 KM) TO A
 AA2475'PAVED CROSS ROAD WITH MONTGOMERY COUNTY ROAD NO. 61 LEFT AND RIGHT.
 AA2475'TURN LEFT ON MONTGOMERY COUNTY ROAD NO. 61 AND DRIVE NORTH 2.55 MI
 AA2475'(4.10 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2475'NORTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS,
 AA2475'37.8 FT (11.5 M) SOUTHWEST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD
 AA2475'NO. 61, 52.5 FT (16.0 M) NORTHWEST OF THE NORTHWEST ONE OF TWO
 AA2475'CONNECTED CROSS TIE POSTS IN THE FENCE LINE, 82.0 FT (25.0 M) NORTH OF
 AA2475'POWER POLE NO. 54 IN THE PASTURE, 2.3 FT (0.7 M) NORTHEAST OF A
 AA2475'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2476 ***********************************************************************
 AA2476  DESIGNATION -  51 29
 AA2476  PID         -  AA2476
 AA2476  STATE/COUNTY-  AL/MONTGOMERY
 AA2476  USGS QUAD   -  DAVIS CROSSROADS (1981)
 AA2476
 AA2476                         *CURRENT SURVEY CONTROL
 AA2476  ___________________________________________________________________
 AA2476* NAD 83(1992)-  32 10 40.12944(N)    086 10 53.67405(W)     ADJUSTED  
 AA2476* NAVD 88     -        85.5    (meters)     281.     (feet)  VERTCON   
 AA2476  ___________________________________________________________________
 AA2476  X           -     359,853.558 (meters)                     COMP
 AA2476  Y           -  -5,391,637.269 (meters)                     COMP
 AA2476  Z           -   3,377,167.480 (meters)                     COMP
 AA2476  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 AA2476  ELLIP HEIGHT-          58.06  (meters)          (07/29/02) GPS OBS
 AA2476  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA2476
 AA2476  HORZ ORDER  -  FIRST
 AA2476  ELLP ORDER  -  FOURTH    CLASS I
 AA2476
 AA2476.The horizontal coordinates were established by GPS observations
 AA2476.and adjusted by the National Geodetic Survey in November 1994..
 AA2476
 AA2476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2476
 AA2476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2476
 AA2476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2476
 AA2476.The ellipsoidal height was determined by GPS observations
 AA2476.and is referenced to NAD 83.
 AA2476
 AA2476.The geoid height was determined by GEOID03.
 AA2476
 AA2476;                    North         East     Units Scale Factor Converg.
 AA2476;SPC AL E     -   186,073.886   167,158.334   MT  0.99997330   -0 11 07.6
 AA2476;UTM  16      - 3,560,438.757   577,156.092   MT  0.99967341   +0 26 09.1
 AA2476
 AA2476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2476!SPC AL E     -   0.99999088  x   0.99997330  =   0.99996418
 AA2476!UTM  16      -   0.99999088  x   0.99967341  =   0.99966430
 AA2476
 AA2476:                Primary Azimuth Mark                     Grid Az
 AA2476:SPC AL E     -  51 30                                    357 04 41.0
 AA2476:UTM  16      -  51 30                                    356 27 24.3
 AA2476
 AA2476|---------------------------------------------------------------------|
 AA2476| PID    Reference Object                     Distance      Geod. Az  |
 AA2476|                                                           dddmmss.s |
 AA2476| AA2477 51 30                               APPROX. 0.5 KM 3565333.4 |
 AA2476|---------------------------------------------------------------------|
 AA2476
 AA2476                          SUPERSEDED SURVEY CONTROL
 AA2476
 AA2476  ELLIP H (11/30/94)   58.15   (m)                       GP(       ) 4 1
 AA2476  NGVD 29 (11/30/94)   85.5    (m)          281.     (f) GPS OBS        
 AA2476
 AA2476.Superseded values are not recommended for survey control.
 AA2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2476.See file dsdata.txt to determine how the superseded data were derived.
 AA2476
 AA2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7715660439(NAD 83)
 AA2476_MARKER: DD = SURVEY DISK
 AA2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2476_SP_SET: CONCRETE POST
 AA2476_STAMPING: 51-29 1992
 AA2476_MARK LOGO: ALHD  
 AA2476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2476+STABILITY: SURFACE MOTION
 AA2476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2476+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2476
 AA2476  HISTORY     - Date     Condition        Report By
 AA2476  HISTORY     - 1992     MONUMENTED       ALHD
 AA2476
 AA2476                          STATION DESCRIPTION
 AA2476
 AA2476'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2476'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 AA2476'OF MONTGOMERY COUNTY ROAD NO. 39, ABOUT 5.40 MI (8.69 KM)
 AA2476'EAST-NORTHEAST OF LEGRAND AND ABOUT 8.10 MI (13.04 KM) SOUTHEAST OF
 AA2476'SNOWDOUN. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82, U.S. 231,
 AA2476'AND SOUTH BOULEVARD (MILE POST 159.30 ON U.S. 82 AND U.S. 231) IN
 AA2476'MONTGOMERY, DRIVE SOUTHEAST ON U.S. 82 AND U.S. 231 FOR 6.65 MI (10.70
 AA2476'KM) TO MILE POST 165.95 AND MONTGOMERY COUNTY ROAD NO. 22 ON THE
 AA2476'RIGHT, TURN RIGHT ON MONTGOMERY COUNTY ROAD NO. 22 AND DRIVE SOUTHWEST
 AA2476'FOR 2.60 MI (4.18 KM) TO A T-INTERSECTION WITH MONTGOMERY COUNTY ROAD
 AA2476'NO. 39 LEFT AND RIGHT, TURN LEFT ON MONTGOMERY COUNTY ROAD NO. 39 AND
 AA2476'DRIVE SOUTHEAST AND SOUTH FOR 5.00 MI (8.05 KM) TO THE STATION ON THE
 AA2476'LEFT. THE STATION IS 9.2 FT (2.8 M) WEST-SOUTHWEST OF A TWO STRAND
 AA2476'ELECTRIC BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 34.0 FT
 AA2476'(10.4 M) EAST-NORTHEAST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD
 AA2476'NO. 39, 99.3 FT (30.3 M) SOUTHEAST OF MAILBOX NO. 642, 101.3 FT (30.9
 AA2476'M) EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO P 78 ACROSS THE ROAD,
 AA2476'8.9 FT (2.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2476'THE GROUND. STATION 51-30 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2476'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3175 ***********************************************************************
 CN3175  DESIGNATION -  51 3
 CN3175  PID         -  CN3175
 CN3175  STATE/COUNTY-  AL/MONTGOMERY
 CN3175  USGS QUAD   -  WILLOW SPRINGS (1987)
 CN3175
 CN3175                         *CURRENT SURVEY CONTROL
 CN3175  ___________________________________________________________________
 CN3175* NAD 83(1992)-  32 22 38.45067(N)    086 09 11.36149(W)     ADJUSTED  
 CN3175* NAVD 88     -        70.130  (meters)     230.08   (feet)  ADJUSTED  
 CN3175  ___________________________________________________________________
 CN3175  X           -     361,734.250 (meters)                     COMP
 CN3175  Y           -  -5,379,655.036 (meters)                     COMP
 CN3175  Z           -   3,395,866.479 (meters)                     COMP
 CN3175  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 CN3175  ELLIP HEIGHT-          42.04  (meters)          (07/29/02) GPS OBS
 CN3175  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CN3175  DYNAMIC HT  -          70.050 (meters)     229.82  (feet)  COMP
 CN3175  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 CN3175
 CN3175  HORZ ORDER  -  FIRST
 CN3175  VERT ORDER  -  THIRD
 CN3175  ELLP ORDER  -  FOURTH    CLASS I
 CN3175
 CN3175.The horizontal coordinates were established by GPS observations
 CN3175.and adjusted by the National Geodetic Survey in December 1992..
 CN3175
 CN3175.The orthometric height was determined by differential leveling
 CN3175.and adjusted by the National Geodetic Survey in April 1998..
 CN3175
 CN3175.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3175
 CN3175.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3175
 CN3175.The ellipsoidal height was determined by GPS observations
 CN3175.and is referenced to NAD 83.
 CN3175
 CN3175.The geoid height was determined by GEOID03.
 CN3175
 CN3175.The dynamic height is computed by dividing the NAVD 88
 CN3175.geopotential number by the normal gravity value computed on the
 CN3175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN3175.degrees latitude (g = 980.6199 gals.).
 CN3175
 CN3175.The modeled gravity was interpolated from observed gravity values.
 CN3175
 CN3175;                    North         East     Units Scale Factor Converg.
 CN3175;SPC AL E     -   208,191.453   169,904.517   MT  0.99997116   -0 10 16.6
 CN3175;UTM  16      - 3,582,578.314   579,660.862   MT  0.99967825   +0 27 12.6
 CN3175
 CN3175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3175!SPC AL E     -   0.99999340  x   0.99997116  =   0.99996456
 CN3175!UTM  16      -   0.99999340  x   0.99967825  =   0.99967165
 CN3175
 CN3175                          SUPERSEDED SURVEY CONTROL
 CN3175
 CN3175  ELLIP H (12/04/92)   42.08   (m)                       GP(       ) 4 1
 CN3175  NAD 83(1986)-  32 22 38.46104(N)    086 09 11.36739(W) AD(       ) 1
 CN3175  NGVD 29 (12/04/92)   70.1    (m)          230.     (f) GPS OBS        
 CN3175
 CN3175.Superseded values are not recommended for survey control.
 CN3175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3175.See file dsdata.txt to determine how the superseded data were derived.
 CN3175
 CN3175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7966182578(NAD 83)
 CN3175_MARKER: DD = SURVEY DISK
 CN3175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3175_SP_SET: CONCRETE POST
 CN3175_STAMPING: 51-3 1991
 CN3175_MARK LOGO: ALHD  
 CN3175_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3175+STABILITY: SURFACE MOTION
 CN3175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3175+SATELLITE: SATELLITE OBSERVATIONS - February 15, 2005
 CN3175
 CN3175  HISTORY     - Date     Condition        Report By
 CN3175  HISTORY     - 1991     MONUMENTED       ALHD
 CN3175  HISTORY     - 19910621 GOOD             ALHD
 CN3175  HISTORY     - 19940226 GOOD             MSI
 CN3175  HISTORY     - 19940226 GOOD             MSI
 CN3175  HISTORY     - 20050215 GOOD             ALPCO
 CN3175
 CN3175                          STATION DESCRIPTION
 CN3175
 CN3175'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3175'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTH RIGHT OF WAY
 CN3175'OF U.S. 80, ABOUT 8.50 MI (13.68 KM) EAST OF MONTGOMERY AND ABOUT
 CN3175'19.00 MI (30.58 KM) SOUTHWEST OF TALLASSEE.
 CN3175'TO REACH THE STATION FROM EXIT 11 ON I-85 (MILE POST 147.70 ON U.S.
 CN3175'80), DRIVE NORTH FOR 0.15 MI (0.24 KM) TO T-INTERSECTION AT A THREE
 CN3175'WAY STOP, TURN LEFT ON U.S. 80 AND DRIVE WEST FOR 0.95 MI (1.53 KM)
 CN3175'TO MILE POST 146.60 AND THE STATION ON THE RIGHT.
 CN3175'THE STATION IS 38.9 FT (11.9 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 CN3175'THE WEST BOUND LANES OF U.S. 80, 64.1 FT (19.5 M) NORTHWEST OF A FOUR
 CN3175'FOOT POST, 84.8 FT (25.8 M) NORTHWEST OF THE SOUTHWEST CORNER OF A
 CN3175'SIX FOOT BOARD FENCE, 86.3 FT (26.3 M) NORTHWEST OF A TELEPHONE CABLE
 CN3175'PEDESTAL, 1.9 FT (0.6 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST,
 CN3175'AND SET FLUSH WITH THE GROUND.
 CN3175'STATION 51-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3175'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTH RIGHT OF WAY
 CN3175'OF U.S. 80, ABOUT 8.50 MI (13.68 KM) EAST OF MONTGOMERY AND ABOUT
 CN3175'19.00 MI (30.58 KM) SOUTHWEST OF TALLASSEE.
 CN3175'TO REACH THE STATION FROM EXIT 11 ON I-85 (MILE POST 147.70 ON U.S.
 CN3175'80), DRIVE NORTH FOR 0.15 MI (0.24 KM) TO T-INTERSECTION AT A THREE
 CN3175'WAY STOP, TURN LEFT ON U.S. 80 AND DRIVE WEST FOR 0.95 MI (1.53 KM)
 CN3175'TO MILE POST 146.60 AND THE STATION ON THE RIGHT.
 CN3175'THE STATION IS 38.9 FT (11.9 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 CN3175'THE WEST BOUND LANES OF U.S. 80, 64.1 FT (19.5 M) NORTHWEST OF A FOUR
 CN3175'FOOT POST, 84.8 FT (25.8 M) NORTHWEST OF THE SOUTHWEST CORNER OF A
 CN3175'SIX FOOT BOARD FENCE, 86.3 FT (26.3 M) NORTHWEST OF A TELEPHONE CABLE
 CN3175'PEDESTAL, 1.9 FT (0.6 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST,
 CN3175'AND SET FLUSH WITH THE GROUND.
 CN3175'STATION 51-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3175
 CN3175                          STATION RECOVERY (1994)
 CN3175
 CN3175'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 CN3175'RECOVERED AS DESCRIBED.
 CN3175
 CN3175                          STATION RECOVERY (1994)
 CN3175
 CN3175'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 CN3175'RECOVERED AS DESCRIBED.
 CN3175
 CN3175                          STATION RECOVERY (2005)
 CN3175
 CN3175'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (WF)
 CN3175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2477 ***********************************************************************
 AA2477  DESIGNATION -  51 30
 AA2477  PID         -  AA2477
 AA2477  STATE/COUNTY-  AL/MONTGOMERY
 AA2477  USGS QUAD   -  DAVIS CROSSROADS (1981)
 AA2477
 AA2477                         *CURRENT SURVEY CONTROL
 AA2477  ___________________________________________________________________
 AA2477* NAD 83(1992)-  32 10 57.55777(N)    086 10 54.78658(W)     ADJUSTED  
 AA2477* NAVD 88     -        88.5    (meters)     290.     (feet)  VERTCON   
 AA2477  ___________________________________________________________________
 AA2477  X           -     359,805.605 (meters)                     COMP
 AA2477  Y           -  -5,391,356.420 (meters)                     COMP
 AA2477  Z           -   3,377,623.425 (meters)                     COMP
 AA2477  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 AA2477  ELLIP HEIGHT-          61.01  (meters)          (07/29/02) GPS OBS
 AA2477  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AA2477
 AA2477  HORZ ORDER  -  FIRST
 AA2477  ELLP ORDER  -  FOURTH    CLASS I
 AA2477
 AA2477.The horizontal coordinates were established by GPS observations
 AA2477.and adjusted by the National Geodetic Survey in November 1994..
 AA2477
 AA2477.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2477
 AA2477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2477
 AA2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2477
 AA2477.The ellipsoidal height was determined by GPS observations
 AA2477.and is referenced to NAD 83.
 AA2477
 AA2477.The geoid height was determined by GEOID03.
 AA2477
 AA2477;                    North         East     Units Scale Factor Converg.
 AA2477;SPC AL E     -   186,610.804   167,130.929   MT  0.99997332   -0 11 08.3
 AA2477;UTM  16      - 3,560,975.186   577,122.876   MT  0.99967335   +0 26 08.8
 AA2477
 AA2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2477!SPC AL E     -   0.99999042  x   0.99997332  =   0.99996374
 AA2477!UTM  16      -   0.99999042  x   0.99967335  =   0.99966377
 AA2477
 AA2477:                Primary Azimuth Mark                     Grid Az
 AA2477:SPC AL E     -  51 29                                    177 04 41.1
 AA2477:UTM  16      -  51 29                                    176 27 24.0
 AA2477
 AA2477|---------------------------------------------------------------------|
 AA2477| PID    Reference Object                     Distance      Geod. Az  |
 AA2477|                                                           dddmmss.s |
 AA2477| AA2476 51 29                               APPROX. 0.5 KM 1765332.8 |
 AA2477|---------------------------------------------------------------------|
 AA2477
 AA2477                          SUPERSEDED SURVEY CONTROL
 AA2477
 AA2477  ELLIP H (11/30/94)   61.09   (m)                       GP(       ) 4 1
 AA2477  NGVD 29 (11/30/94)   88.5    (m)          290.     (f) GPS OBS        
 AA2477
 AA2477.Superseded values are not recommended for survey control.
 AA2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2477.See file dsdata.txt to determine how the superseded data were derived.
 AA2477
 AA2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7712360975(NAD 83)
 AA2477_MARKER: DD = SURVEY DISK
 AA2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2477_SP_SET: CONCRETE POST
 AA2477_STAMPING: 51-30 1992
 AA2477_MARK LOGO: ALHD  
 AA2477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2477+STABILITY: SURFACE MOTION
 AA2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2477+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2477
 AA2477  HISTORY     - Date     Condition        Report By
 AA2477  HISTORY     - 1992     MONUMENTED       ALHD
 AA2477
 AA2477                          STATION DESCRIPTION
 AA2477
 AA2477'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2477'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE WEST RIGHT OF WAY
 AA2477'OF MONTGOMERY COUNTY ROAD NO. 39, ABOUT 5.35 MI (8.61 KM)
 AA2477'EAST-NORTHEAST OF LEGRAND AND ABOUT 7.75 MI (12.47 KM) SOUTHEAST OF
 AA2477'SNOWDOUN. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82, U.S. 231,
 AA2477'AND SOUTH BOULEVARD (MILE POST 159.30 ON U.S. 82 AND U.S. 231) IN
 AA2477'MONTGOMERY, DRIVE SOUTHEAST ON U.S. 82 AND U.S. 231 FOR 6.65 MI (10.70
 AA2477'KM) TO MILE POST 165.95 AND MONTGOMERY COUNTY ROAD NO. 22 ON THE
 AA2477'RIGHT, TURN RIGHT ON MONTGOMERY COUNTY ROAD NO. 22 AND DRIVE SOUTHWEST
 AA2477'FOR 2.60 MI (4.18 KM) TO A T-INTERSECTION WITH MONTGOMERY COUNTY ROAD
 AA2477'NO. 39 LEFT AND RIGHT, TURN LEFT ON MONTGOMERY COUNTY ROAD NO. 39 AND
 AA2477'DRIVE SOUTHEAST AND SOUTH FOR 4.65 MI (7.48 KM) TO THE STATION ON THE
 AA2477'RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE
 AA2477'FENCE ON OLD TREATED WOOD POSTS, 38.0 FT (11.6 M) WEST OF THE
 AA2477'CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 39, 102.2 FT (31.2 M)
 AA2477'NORTHWEST OF THE NORTH POST OF A PIPE GATE ACROSS THE ROAD, 112.8 FT
 AA2477'(34.4 M) NORTH OF THE SOUTH POST OF A PIPE GATE ACROSS THE ROAD, 2.5
 AA2477'FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2477'GROUND. STATION 51-29 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2478 ***********************************************************************
 AA2478  DESIGNATION -  51 31
 AA2478  PID         -  AA2478
 AA2478  STATE/COUNTY-  AL/MONTGOMERY
 AA2478  USGS QUAD   -  TEASLEYS MILL (1971)
 AA2478
 AA2478                         *CURRENT SURVEY CONTROL
 AA2478  ___________________________________________________________________
 AA2478* NAD 83(1992)-  32 11 08.41515(N)    086 03 41.51867(W)     ADJUSTED  
 AA2478* NAVD 88     -        93.9    (meters)     308.     (feet)  VERTCON   
 AA2478  ___________________________________________________________________
 AA2478  X           -     371,117.656 (meters)                     COMP
 AA2478  Y           -  -5,390,415.633 (meters)                     COMP
 AA2478  Z           -   3,377,909.384 (meters)                     COMP
 AA2478  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AA2478  ELLIP HEIGHT-          66.47  (meters)          (07/29/02) GPS OBS
 AA2478  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA2478
 AA2478  HORZ ORDER  -  FIRST
 AA2478  ELLP ORDER  -  FOURTH    CLASS I
 AA2478
 AA2478.The horizontal coordinates were established by GPS observations
 AA2478.and adjusted by the National Geodetic Survey in November 1994..
 AA2478
 AA2478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2478
 AA2478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2478
 AA2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2478
 AA2478.The ellipsoidal height was determined by GPS observations
 AA2478.and is referenced to NAD 83.
 AA2478
 AA2478.The geoid height was determined by GEOID03.
 AA2478
 AA2478;                    North         East     Units Scale Factor Converg.
 AA2478;SPC AL E     -   186,914.805   178,481.103   MT  0.99996571   -0 07 17.6
 AA2478;UTM  16      - 3,561,402.151   588,465.856   MT  0.99969651   +0 29 59.7
 AA2478
 AA2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2478!SPC AL E     -   0.99998956  x   0.99996571  =   0.99995527
 AA2478!UTM  16      -   0.99998956  x   0.99969651  =   0.99968608
 AA2478
 AA2478:                Primary Azimuth Mark                     Grid Az
 AA2478:SPC AL E     -  51 32                                    088 43 23.1
 AA2478:UTM  16      -  51 32                                    088 06 05.8
 AA2478
 AA2478|---------------------------------------------------------------------|
 AA2478| PID    Reference Object                     Distance      Geod. Az  |
 AA2478|                                                           dddmmss.s |
 AA2478| AA2479 51 32                               APPROX. 0.5 KM 0883605.5 |
 AA2478|---------------------------------------------------------------------|
 AA2478
 AA2478                          SUPERSEDED SURVEY CONTROL
 AA2478
 AA2478  ELLIP H (11/30/94)   66.56   (m)                       GP(       ) 4 1
 AA2478  NGVD 29 (11/30/94)   93.9    (m)          308.     (f) GPS OBS        
 AA2478
 AA2478.Superseded values are not recommended for survey control.
 AA2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2478.See file dsdata.txt to determine how the superseded data were derived.
 AA2478
 AA2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8846661402(NAD 83)
 AA2478_MARKER: DD = SURVEY DISK
 AA2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2478_SP_SET: CONCRETE POST
 AA2478_STAMPING: 51-31 1992
 AA2478_MARK LOGO: ALHD  
 AA2478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2478+STABILITY: SURFACE MOTION
 AA2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2478+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2478
 AA2478  HISTORY     - Date     Condition        Report By
 AA2478  HISTORY     - 1992     MONUMENTED       ALHD
 AA2478
 AA2478                          STATION DESCRIPTION
 AA2478
 AA2478'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2478'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 AA2478'OF MONTGOMERY COUNTY ROAD NO. 36, ABOUT 1.25 MI (2.01 KM) WEST OF
 AA2478'MAMIE AND ABOUT 8.05 MI (12.95 KM) NORTH OF PINE LEVEL. TO REACH THE
 AA2478'STATION FROM THE JUNCTION OF U.S. 82, U.S. 231, AND SOUTH BOULEVARD
 AA2478'(MILE POST 159.30 ON U.S. 82 AND U.S. 231) IN MONTGOMERY, DRIVE
 AA2478'SOUTHEAST ON U.S. 82 AND U.S. 231 FOR 12.45 MI (20.04 KM) TO MILE POST
 AA2478'171.75 AND U.S. 82 EAST ON THE LEFT, TURN LEFT ON U.S. 82 EAST AND
 AA2478'DRIVE SOUTHEAST FOR 1.20 MI (1.93 KM) TO MILE POST 172.95 AND
 AA2478'MONTGOMERY COUNTY ROAD NO. 36 ON THE LEFT, TURN LEFT ON MONTGOMERY
 AA2478'COUNTY ROAD NO. 36 AND DRIVE EAST FOR 2.15 MI (3.46 KM) TO THE STATION
 AA2478'ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A FIVE STRAND
 AA2478'BARBED WIRE FENCE ON TREATED WOOD POSTS, 38.1 FT (11.6 M) SOUTH OF THE
 AA2478'CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 36, 45.3 FT (13.8 M) WEST OF
 AA2478'THE WEST ONE OF TWO CONNECTED POSTS IN THE FENCE LINE, 48.3 FT (14.7
 AA2478'M) WEST OF A CONCRETE RIGHT OF WAY MARKER, 176.0 FT (53.6 M)
 AA2478'EAST-SOUTHEAST OF THE EAST POST OF A DOUBLE PIPE GATE ACROSS THE ROAD,
 AA2478'3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2478'THE GROUND. STATION 51-32 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2479 ***********************************************************************
 AA2479  DESIGNATION -  51 32
 AA2479  PID         -  AA2479
 AA2479  STATE/COUNTY-  AL/MONTGOMERY
 AA2479  USGS QUAD   -  TEASLEYS MILL (1971)
 AA2479
 AA2479                         *CURRENT SURVEY CONTROL
 AA2479  ___________________________________________________________________
 AA2479* NAD 83(1992)-  32 11 08.82370(N)    086 03 21.81930(W)     ADJUSTED  
 AA2479* NAVD 88     -        83.8    (meters)     275.     (feet)  VERTCON   
 AA2479  ___________________________________________________________________
 AA2479  X           -     371,631.418 (meters)                     COMP
 AA2479  Y           -  -5,390,364.950 (meters)                     COMP
 AA2479  Z           -   3,377,914.655 (meters)                     COMP
 AA2479  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 AA2479  ELLIP HEIGHT-          56.37  (meters)          (07/29/02) GPS OBS
 AA2479  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA2479
 AA2479  HORZ ORDER  -  FIRST
 AA2479  ELLP ORDER  -  FOURTH    CLASS I
 AA2479
 AA2479.The horizontal coordinates were established by GPS observations
 AA2479.and adjusted by the National Geodetic Survey in November 1994..
 AA2479
 AA2479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2479
 AA2479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2479
 AA2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2479
 AA2479.The ellipsoidal height was determined by GPS observations
 AA2479.and is referenced to NAD 83.
 AA2479
 AA2479.The geoid height was determined by GEOID03.
 AA2479
 AA2479;                    North         East     Units Scale Factor Converg.
 AA2479;SPC AL E     -   186,926.307   178,997.136   MT  0.99996544   -0 07 07.1
 AA2479;UTM  16      - 3,561,419.245   588,981.595   MT  0.99969764   +0 30 10.2
 AA2479
 AA2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2479!SPC AL E     -   0.99999115  x   0.99996544  =   0.99995659
 AA2479!UTM  16      -   0.99999115  x   0.99969764  =   0.99968879
 AA2479
 AA2479:                Primary Azimuth Mark                     Grid Az
 AA2479:SPC AL E     -  51 31                                    268 43 23.1
 AA2479:UTM  16      -  51 31                                    268 06 05.8
 AA2479
 AA2479|---------------------------------------------------------------------|
 AA2479| PID    Reference Object                     Distance      Geod. Az  |
 AA2479|                                                           dddmmss.s |
 AA2479| AA2478 51 31                               APPROX. 0.5 KM 2683616.0 |
 AA2479|---------------------------------------------------------------------|
 AA2479
 AA2479                          SUPERSEDED SURVEY CONTROL
 AA2479
 AA2479  ELLIP H (11/30/94)   56.45   (m)                       GP(       ) 4 1
 AA2479  NGVD 29 (11/30/94)   83.8    (m)          275.     (f) GPS OBS        
 AA2479
 AA2479.Superseded values are not recommended for survey control.
 AA2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2479.See file dsdata.txt to determine how the superseded data were derived.
 AA2479
 AA2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8898261419(NAD 83)
 AA2479_MARKER: DD = SURVEY DISK
 AA2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2479_SP_SET: CONCRETE POST
 AA2479_STAMPING: 51-32 1992
 AA2479_MARK LOGO: ALHD  
 AA2479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2479+STABILITY: SURFACE MOTION
 AA2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2479+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2479
 AA2479  HISTORY     - Date     Condition        Report By
 AA2479  HISTORY     - 1992     MONUMENTED       ALHD
 AA2479
 AA2479                          STATION DESCRIPTION
 AA2479
 AA2479'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2479'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 AA2479'OF MONTGOMERY COUNTY ROAD NO. 36, ABOUT 0.95 MI (1.53 KM) WEST OF
 AA2479'MAMIE AND ABOUT 8.05 MI (12.95 KM) NORTH OF PINE LEVEL. TO REACH THE
 AA2479'STATION FROM THE JUNCTION OF U.S. 82, U.S. 231, AND SOUTH BOULEVARD
 AA2479'(MILE POST 159.30 ON U.S. 82 AND U.S. 231) IN MONTGOMERY, DRIVE
 AA2479'SOUTHEAST ON U.S. 82 AND U.S. 231 FOR 12.45 MI (20.04 KM) TO MILE POST
 AA2479'171.75 AND U.S. 82 EAST ON THE LEFT, TURN LEFT ON U.S. 82 EAST AND
 AA2479'DRIVE SOUTHEAST FOR 1.20 MI (1.93 KM) TO MILE POST 172.95 AND
 AA2479'MONTGOMERY COUNTY ROAD NO. 36 ON THE LEFT, TURN LEFT ON MONTGOMERY
 AA2479'COUNTY ROAD NO. 36 AND DRIVE EAST FOR 2.45 MI (3.94 KM) TO THE STATION
 AA2479'ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FOUR
 AA2479'STRAND BARBED WIRE FENCE ON STEEL AND OLD WOOD POSTS, 39.2 FT (11.9 M)
 AA2479'SOUTH-SOUTHEAST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 36,
 AA2479'109.6 FT (33.4 M) EAST-SOUTHEAST OF THE EAST ONE OF TWO CONNECTED
 AA2479'CROSS TIE POSTS IN THE FENCE LINE ACROSS THE ROAD, 293.1 FT (89.3 M)
 AA2479'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SHORT CONCRETE BRIDGE, 3.1
 AA2479'FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2479'THE GROUND. STATION 51-31 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2480 ***********************************************************************
 AA2480  DESIGNATION -  51 33
 AA2480  PID         -  AA2480
 AA2480  STATE/COUNTY-  AL/MONTGOMERY
 AA2480  USGS QUAD   -  CANTELOUS (1981)
 AA2480
 AA2480                         *CURRENT SURVEY CONTROL
 AA2480  ___________________________________________________________________
 AA2480* NAD 83(1992)-  32 17 31.89382(N)    086 27 35.22276(W)     ADJUSTED  
 AA2480* NAVD 88     -        59.5    (meters)     195.     (feet)  VERTCON   
 AA2480  ___________________________________________________________________
 AA2480  X           -     333,250.408 (meters)                     COMP
 AA2480  Y           -  -5,386,546.299 (meters)                     COMP
 AA2480  Z           -   3,387,882.138 (meters)                     COMP
 AA2480  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 AA2480  ELLIP HEIGHT-          31.71  (meters)          (07/29/02) GPS OBS
 AA2480  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AA2480
 AA2480  HORZ ORDER  -  FIRST
 AA2480  ELLP ORDER  -  FOURTH    CLASS I
 AA2480
 AA2480.The horizontal coordinates were established by GPS observations
 AA2480.and adjusted by the National Geodetic Survey in November 1994..
 AA2480
 AA2480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2480
 AA2480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2480
 AA2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2480
 AA2480.The ellipsoidal height was determined by GPS observations
 AA2480.and is referenced to NAD 83.
 AA2480
 AA2480.The geoid height was determined by GEOID03.
 AA2480
 AA2480;                    North         East     Units Scale Factor Converg.
 AA2480;SPC AL E     -   198,876.153   140,995.046   MT  1.00000292   -0 20 04.9
 AA2480;UTM  16      - 3,572,951.906   550,864.122   MT  0.99963190   +0 17 19.0
 AA2480
 AA2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2480!SPC AL E     -   0.99999502  x   1.00000292  =   0.99999794
 AA2480!UTM  16      -   0.99999502  x   0.99963190  =   0.99962692
 AA2480
 AA2480                          SUPERSEDED SURVEY CONTROL
 AA2480
 AA2480  ELLIP H (11/30/94)   31.78   (m)                       GP(       ) 4 1
 AA2480  NGVD 29 (11/30/94)   59.5    (m)          195.     (f) GPS OBS        
 AA2480
 AA2480.Superseded values are not recommended for survey control.
 AA2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2480.See file dsdata.txt to determine how the superseded data were derived.
 AA2480
 AA2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5086472952(NAD 83)
 AA2480_MARKER: DD = SURVEY DISK
 AA2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2480_SP_SET: CONCRETE POST
 AA2480_STAMPING: 51-33 1992
 AA2480_MARK LOGO: ALHD  
 AA2480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2480+STABILITY: SURFACE MOTION
 AA2480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2480+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2480
 AA2480  HISTORY     - Date     Condition        Report By
 AA2480  HISTORY     - 1992     MONUMENTED       ALHD
 AA2480
 AA2480                          STATION DESCRIPTION
 AA2480
 AA2480'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2480'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 AA2480'OF U.S. 80, ABOUT 6.30 MI (10.14 KM) WEST-NORTHWEST OF HOPE HULL AND
 AA2480'ABOUT 11.10 MI (17.86 KM) SOUTHWEST OF MONTGOMERY. TO REACH THE
 AA2480'STATION FROM THE JUNCTION OF U.S. 31 AND U.S. 80 (MILE POST 131.50 ON
 AA2480'U.S. 80 AND MILE POST 177.90 ON U.S. 31) IN MONTGOMERY, DRIVE WEST ON
 AA2480'U.S. 80 FOR 6.75 MI (10.86 KM) TO MILE POST 124.75 AND THE STATION ON
 AA2480'THE LEFT. THE STATION IS LOCATED NEAR THE HIGHEST POINT OF AN EIGHT
 AA2480'FOOT BACKSLOPE, 3.9 FT (1.2 M) NORTH OF A HOG WIRE FENCE WITH TWO
 AA2480'STRANDS OF BARBED WIRE ON STEEL POSTS, 11.6 FT (3.5 M) EAST-NORTHEAST
 AA2480'OF THE EAST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 61.27
 AA2480'FT (18.68 M) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S.
 AA2480'80, 120.4 FT (36.7 M) EAST OF A BURIED CABLE WARNING SIGN, 3.7 FT (1.1
 AA2480'M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2480'STATION 51-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2481 ***********************************************************************
 AA2481  DESIGNATION -  51 34
 AA2481  PID         -  AA2481
 AA2481  STATE/COUNTY-  AL/MONTGOMERY
 AA2481  USGS QUAD   -  CANTELOUS (1981)
 AA2481
 AA2481                         *CURRENT SURVEY CONTROL
 AA2481  ___________________________________________________________________
 AA2481* NAD 83(1992)-  32 17 37.94015(N)    086 27 12.96198(W)     ADJUSTED  
 AA2481* NAVD 88     -        62.0    (meters)     203.     (feet)  VERTCON   
 AA2481  ___________________________________________________________________
 AA2481  X           -     333,825.717 (meters)                     COMP
 AA2481  Y           -  -5,386,413.116 (meters)                     COMP
 AA2481  Z           -   3,388,040.925 (meters)                     COMP
 AA2481  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA2481  ELLIP HEIGHT-          34.23  (meters)          (07/29/02) GPS OBS
 AA2481  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AA2481
 AA2481  HORZ ORDER  -  FIRST
 AA2481  ELLP ORDER  -  FOURTH    CLASS I
 AA2481
 AA2481.The horizontal coordinates were established by GPS observations
 AA2481.and adjusted by the National Geodetic Survey in November 1994..
 AA2481
 AA2481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2481
 AA2481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2481
 AA2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2481
 AA2481.The ellipsoidal height was determined by GPS observations
 AA2481.and is referenced to NAD 83.
 AA2481
 AA2481.The geoid height was determined by GEOID03.
 AA2481
 AA2481;                    North         East     Units Scale Factor Converg.
 AA2481;SPC AL E     -   199,059.012   141,578.557   MT  1.00000207   -0 19 53.0
 AA2481;UTM  16      - 3,573,141.032   551,445.395   MT  0.99963264   +0 17 30.9
 AA2481
 AA2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2481!SPC AL E     -   0.99999463  x   1.00000207  =   0.99999670
 AA2481!UTM  16      -   0.99999463  x   0.99963264  =   0.99962727
 AA2481
 AA2481                          SUPERSEDED SURVEY CONTROL
 AA2481
 AA2481  ELLIP H (11/30/94)   34.30   (m)                       GP(       ) 4 1
 AA2481  NGVD 29 (11/30/94)   62.0    (m)          203.     (f) GPS OBS        
 AA2481
 AA2481.Superseded values are not recommended for survey control.
 AA2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2481.See file dsdata.txt to determine how the superseded data were derived.
 AA2481
 AA2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5144573141(NAD 83)
 AA2481_MARKER: DD = SURVEY DISK
 AA2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2481_SP_SET: CONCRETE POST
 AA2481_STAMPING: 51-34 1992
 AA2481_MARK LOGO: ALHD  
 AA2481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2481+STABILITY: SURFACE MOTION
 AA2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2481+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2481
 AA2481  HISTORY     - Date     Condition        Report By
 AA2481  HISTORY     - 1992     MONUMENTED       ALHD
 AA2481
 AA2481                          STATION DESCRIPTION
 AA2481
 AA2481'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2481'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTHEAST RIGHT OF
 AA2481'WAY OF U.S. 80, ABOUT 6.00 MI (9.66 KM) WEST-NORTHWEST OF HOPE HULL
 AA2481'AND ABOUT 10.70 MI (17.22 KM) SOUTHWEST OF MONTGOMERY. TO REACH THE
 AA2481'STATION FROM THE JUNCTION OF U.S. 31 AND U.S. 80 (MILE POST 131.50 ON
 AA2481'U.S. 80 AND MILE POST 177.90 ON U.S. 31) IN MONTGOMERY, DRIVE WEST ON
 AA2481'U.S. 80 FOR 6.35 MI (10.22 KM) TO MILE POST 125.15 AND THE STATION ON
 AA2481'THE LEFT. THE STATION IS 3.2 FT (1.0 M) NORTHWEST OF A HOG WIRE FENCE
 AA2481'ON TREATED WOOD POSTS, 57.9 FT (17.6 M) SOUTHEAST OF THE CENTERLINE OF
 AA2481'THE EAST BOUND LANES OF U.S. 80, 87.1 FT (26.5 M) NORTHEAST OF
 AA2481'TELEPHONE CABLE PEDESTAL NO. SS 7, 129.5 FT (39.5 M) NORTHEAST OF THE
 AA2481'NORTHEAST END OF A TWENTY FOUR-INCH CONCRETE PIPE UNDER A PAVED ROAD,
 AA2481'134.6 FT (41.0 M) NORTHEAST OF A STOP SIGN, 152.0 FT (46.3 M)
 AA2481'NORTHEAST OF THE CENTER OF A PAVED ROAD, 3.1 FT (0.9 M) NORTHWEST OF A
 AA2481'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-33
 AA2481'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2482 ***********************************************************************
 AA2482  DESIGNATION -  51 35
 AA2482  PID         -  AA2482
 AA2482  STATE/COUNTY-  AL/MONTGOMERY
 AA2482  USGS QUAD   -  SNOWDOUN (1985)
 AA2482
 AA2482                         *CURRENT SURVEY CONTROL
 AA2482  ___________________________________________________________________
 AA2482* NAD 83(1992)-  32 14 50.72010(N)    086 20 44.13747(W)     ADJUSTED  
 AA2482* NAVD 88     -        79.2    (meters)     260.     (feet)  VERTCON   
 AA2482  ___________________________________________________________________
 AA2482  X           -     344,155.132 (meters)                     COMP
 AA2482  Y           -  -5,388,533.448 (meters)                     COMP
 AA2482  Z           -   3,383,694.846 (meters)                     COMP
 AA2482  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 AA2482  ELLIP HEIGHT-          51.52  (meters)          (07/29/02) GPS OBS
 AA2482  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA2482
 AA2482  HORZ ORDER  -  FIRST
 AA2482  ELLP ORDER  -  FOURTH    CLASS I
 AA2482
 AA2482.The horizontal coordinates were established by GPS observations
 AA2482.and adjusted by the National Geodetic Survey in November 1994..
 AA2482
 AA2482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2482
 AA2482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2482
 AA2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2482
 AA2482.The ellipsoidal height was determined by GPS observations
 AA2482.and is referenced to NAD 83.
 AA2482
 AA2482.The geoid height was determined by GEOID03.
 AA2482
 AA2482;                    North         East     Units Scale Factor Converg.
 AA2482;SPC AL E     -   193,854.497   151,726.994   MT  0.99998873   -0 16 24.0
 AA2482;UTM  16      - 3,568,048.968   561,646.185   MT  0.99964686   +0 20 57.1
 AA2482
 AA2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2482!SPC AL E     -   0.99999191  x   0.99998873  =   0.99998064
 AA2482!UTM  16      -   0.99999191  x   0.99964686  =   0.99963877
 AA2482
 AA2482                          SUPERSEDED SURVEY CONTROL
 AA2482
 AA2482  ELLIP H (11/30/94)   51.59   (m)                       GP(       ) 4 1
 AA2482  NGVD 29 (11/30/94)   79.2    (m)          260.     (f) GPS OBS        
 AA2482
 AA2482.Superseded values are not recommended for survey control.
 AA2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2482.See file dsdata.txt to determine how the superseded data were derived.
 AA2482
 AA2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6164668049(NAD 83)
 AA2482_MARKER: DD = SURVEY DISK
 AA2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2482_SP_SET: CONCRETE POST
 AA2482_STAMPING: 51-35 1992
 AA2482_MARK LOGO: ALHD  
 AA2482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2482+STABILITY: SURFACE MOTION
 AA2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2482+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA2482
 AA2482  HISTORY     - Date     Condition        Report By
 AA2482  HISTORY     - 1992     MONUMENTED       ALHD
 AA2482  HISTORY     - 19940226 GOOD             MSI
 AA2482
 AA2482                          STATION DESCRIPTION
 AA2482
 AA2482'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2482'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 AA2482'OF U.S. 31, ABOUT 1.50 MI (2.41 KM) SOUTH-SOUTHEAST 0F HOPE HULL AND
 AA2482'ABOUT 5.00 MI (8.05 KM) NORTH-NORTHEAST OF PINTLALA. TO REACH THE
 AA2482'STATION FROM EXIT 164 ON I-65 (MILE POST 174.60 ON U.S. 31) IN HOPE
 AA2482'HULL, DRIVE SOUTH ON U.S. 31 FOR 1.45 MI (2.33 KM) TO MILE POST 173.15
 AA2482'AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2482'WEST-SOUTHWEST OF A SIX STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN
 AA2482'STEEL POSTS, 36.8 FT (11.2 M) EAST-NORTHEAST OF THE CENTERLINE OF U.S.
 AA2482'31, 40.7 FT (12.4 M) SOUTH-SOUTHEAST OF A SIX-INCH TREATED WOOD POST
 AA2482'IN THE FENCE LINE, 58.3 FT (17.8 M) NORTH-NORTHWEST OF A FOUR BY
 AA2482'EIGHT-INCH TREATED WOOD POST IN THE FENCE LINE, 95.1 FT (29.0 M)
 AA2482'SOUTH-SOUTHEAST OF THE SOUTH POST OF A RED PIPE GATE, 102.0 FT (31.1
 AA2482'M) NORTH-NORTHWEST OF A JUNCTION POWER POLE, 2.9 FT (0.9 M) WEST OF A
 AA2482'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-36
 AA2482'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2482
 AA2482                          STATION RECOVERY (1994)
 AA2482
 AA2482'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA2482'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 AA2482'OF U.S. 31, ABOUT 1.5 MI (2.4 KM) SOUTH - SOUTHEAST OF HOPE HULL AND
 AA2482'ABOUT 5.00 MI (8.05 KM) NORTH - NORTHEAST OF PINTLALA. TO REACH THE
 AA2482'STATION FORM EXIT 164 ON I-65 (MILE POST 174.6 ON U.S. 31) IN HOPE
 AA2482'HULL, DRIVE SOUTH ON U.S. 31 1.45 MI (2.33 KM) TO MILE POST 173.15 AND
 AA2482'THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST -
 AA2482'SOUTHWEST OF A SIX STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL
 AA2482'POSTS, 36.8 FT (11.2 M) EAST - NORTHEAST OF THE CENTERLINE OF U.S. 31,
 AA2482'40.7 FT (12.4 M) SOUTH - SOUTHEAST OF A SIX INCH TREATED WOOD POST IN
 AA2482'THE FENCE LINE, 58.3 FT (17.8 M) NORTH - NORTHWEST OF A FOUR BY EIGHT
 AA2482'INCH TREATED WOOD POST IN THE FENCE LINE, 95.1 FT (29.0 M) SOUTH -
 AA2482'SOUTHEAST OF THE SOUTH POST OF A RED PIPE GATE, 102.0 FT (31.1 M)
 AA2482'NORTH - NORTHWEST OF A JUNCTION POWER POLE, 2.9 FT (0.9 M) WEST OF A
 AA2482'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2483 ***********************************************************************
 AA2483  DESIGNATION -  51 36
 AA2483  PID         -  AA2483
 AA2483  STATE/COUNTY-  AL/MONTGOMERY
 AA2483  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA2483
 AA2483                         *CURRENT SURVEY CONTROL
 AA2483  ___________________________________________________________________
 AA2483* NAD 83(1992)-  32 15 14.76371(N)    086 20 52.55903(W)     ADJUSTED  
 AA2483* NAVD 88     -        78.0    (meters)     256.     (feet)  VERTCON   
 AA2483  ___________________________________________________________________
 AA2483  X           -     343,909.886 (meters)                     COMP
 AA2483  Y           -  -5,388,152.086 (meters)                     COMP
 AA2483  Z           -   3,384,320.578 (meters)                     COMP
 AA2483  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 AA2483  ELLIP HEIGHT-          50.34  (meters)          (07/29/02) GPS OBS
 AA2483  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AA2483
 AA2483  HORZ ORDER  -  FIRST
 AA2483  ELLP ORDER  -  FOURTH    CLASS I
 AA2483
 AA2483.The horizontal coordinates were established by GPS observations
 AA2483.and adjusted by the National Geodetic Survey in November 1994..
 AA2483
 AA2483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2483
 AA2483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2483
 AA2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2483
 AA2483.The ellipsoidal height was determined by GPS observations
 AA2483.and is referenced to NAD 83.
 AA2483
 AA2483.The geoid height was determined by GEOID03.
 AA2483
 AA2483;                    North         East     Units Scale Factor Converg.
 AA2483;SPC AL E     -   194,596.152   151,510.094   MT  0.99998898   -0 16 28.7
 AA2483;UTM  16      - 3,568,787.970   561,421.316   MT  0.99964652   +0 20 52.8
 AA2483
 AA2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2483!SPC AL E     -   0.99999210  x   0.99998898  =   0.99998108
 AA2483!UTM  16      -   0.99999210  x   0.99964652  =   0.99963862
 AA2483
 AA2483                          SUPERSEDED SURVEY CONTROL
 AA2483
 AA2483  ELLIP H (11/30/94)   50.40   (m)                       GP(       ) 4 1
 AA2483  NGVD 29 (11/30/94)   78.0    (m)          256.     (f) GPS OBS        
 AA2483
 AA2483.Superseded values are not recommended for survey control.
 AA2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2483.See file dsdata.txt to determine how the superseded data were derived.
 AA2483
 AA2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6142168788(NAD 83)
 AA2483_MARKER: DD = SURVEY DISK
 AA2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2483_SP_SET: CONCRETE POST
 AA2483_STAMPING: 51-36 1992
 AA2483_MARK LOGO: ALHD  
 AA2483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2483+STABILITY: SURFACE MOTION
 AA2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2483+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2483
 AA2483  HISTORY     - Date     Condition        Report By
 AA2483  HISTORY     - 1992     MONUMENTED       ALHD
 AA2483
 AA2483                          STATION DESCRIPTION
 AA2483
 AA2483'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2483'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 AA2483'OF U.S. 31, ABOUT 0.90 MI (1.45 KM) SOUTH-SOUTHEAST 0F HOPE HULL AND
 AA2483'ABOUT 5.50 MI (8.85 KM) NORTH-NORTHEAST OF PINTLALA. TO REACH THE
 AA2483'STATION FROM EXIT 164 ON I-65 (MILE POST 174.60 ON U.S. 31) IN HOPE
 AA2483'HULL, DRIVE SOUTH ON U.S. 31 FOR 0.85 MI (1.37 KM) TO MILE POST 173.75
 AA2483'AND THE STATION ON THE LEFT. THE STATION IS 2.8 FT (0.9 M)
 AA2483'WEST-SOUTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON OLD TREATED WOOD
 AA2483'POSTS, 33.1 FT (10.1 M) EAST-NORTHEAST OF THE CENTERLINE OF U.S. 31,
 AA2483'92.0 FT (28.0 M) SOUTH-SOUTHEAST OF A BURIED CABLE WARNING SIGN, 124.2
 AA2483'FT (37.9 M) SOUTH-SOUTHEAST OF A JUNCTION POWER AND CABLE POLE, 128.9
 AA2483'FT (39.3 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. H H 91W ACROSS
 AA2483'U.S. 31, 131.5 FT (40.1 M) SOUTHEAST OF A TRANSFORMER POWER POLE
 AA2483'ACROSS U.S. 31, 152.8 FT (46.6 M) NORTH-NORTHWEST OF A POWER AND CABLE
 AA2483'POLE WITH TWO GUY WIRES, 180.0 FT (54.9 M) SOUTH-SOUTHEAST OF THE
 AA2483'CENTER OF A GRAVEL DRIVEWAY, 3.1 FT (0.9 M) WEST OF A CARSONITE
 AA2483'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-35 1992 MAY BE
 AA2483'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2484 ***********************************************************************
 AA2484  DESIGNATION -  51 37
 AA2484  PID         -  AA2484
 AA2484  STATE/COUNTY-  AL/MONTGOMERY
 AA2484  USGS QUAD   -  CANTELOUS (1981)
 AA2484
 AA2484                         *CURRENT SURVEY CONTROL
 AA2484  ___________________________________________________________________
 AA2484* NAD 83(1992)-  32 20 35.47462(N)    086 27 08.55826(W)     ADJUSTED  
 AA2484* NAVD 88     -        54.3    (meters)     178.     (feet)  VERTCON   
 AA2484  ___________________________________________________________________
 AA2484  X           -     333,759.392 (meters)                     COMP
 AA2484  Y           -  -5,383,481.262 (meters)                     COMP
 AA2484  Z           -   3,392,658.265 (meters)                     COMP
 AA2484  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA2484  ELLIP HEIGHT-          26.38  (meters)          (07/29/02) GPS OBS
 AA2484  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA2484
 AA2484  HORZ ORDER  -  FIRST
 AA2484  ELLP ORDER  -  FOURTH    CLASS I
 AA2484
 AA2484.The horizontal coordinates were established by GPS observations
 AA2484.and adjusted by the National Geodetic Survey in November 1994..
 AA2484
 AA2484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2484
 AA2484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2484
 AA2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2484
 AA2484.The ellipsoidal height was determined by GPS observations
 AA2484.and is referenced to NAD 83.
 AA2484
 AA2484.The geoid height was determined by GEOID03.
 AA2484
 AA2484;                    North         East     Units Scale Factor Converg.
 AA2484;SPC AL E     -   204,526.938   141,725.364   MT  1.00000186   -0 19 52.3
 AA2484;UTM  16      - 3,578,608.213   551,532.636   MT  0.99963275   +0 17 34.7
 AA2484
 AA2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2484!SPC AL E     -   0.99999586  x   1.00000186  =   0.99999772
 AA2484!UTM  16      -   0.99999586  x   0.99963275  =   0.99962861
 AA2484
 AA2484                          SUPERSEDED SURVEY CONTROL
 AA2484
 AA2484  ELLIP H (11/30/94)   26.45   (m)                       GP(       ) 4 1
 AA2484  NGVD 29 (11/30/94)   54.2    (m)          178.     (f) GPS OBS        
 AA2484
 AA2484.Superseded values are not recommended for survey control.
 AA2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2484.See file dsdata.txt to determine how the superseded data were derived.
 AA2484
 AA2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5153378608(NAD 83)
 AA2484_MARKER: DD = SURVEY DISK
 AA2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2484_SP_SET: CONCRETE POST
 AA2484_STAMPING: 51-37 1992
 AA2484_MARK LOGO: ALHD  
 AA2484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2484+STABILITY: SURFACE MOTION
 AA2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2484+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2484
 AA2484  HISTORY     - Date     Condition        Report By
 AA2484  HISTORY     - 1992     MONUMENTED       ALHD
 AA2484
 AA2484                          STATION DESCRIPTION
 AA2484
 AA2484'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2484'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 AA2484'OF MONTGOMERY COUNTY ROAD NO. 7, ABOUT 7.70 MI (12.39 KM) NORTHWEST OF
 AA2484'HOPE HULL AND ABOUT 9.20 MI (14.81 KM) WEST-SOUTHWEST OF MONTGOMERY.
 AA2484'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND U.S. 80 (MILE
 AA2484'POST 131.50 ON U.S. 80 AND MILE POST 177.90 ON U.S. 31) IN MONTGOMERY,
 AA2484'DRIVE WEST ON U.S. 80 FOR 7.30 MI (11.75 KM) TO MILE POST 124.20 AND
 AA2484'MONTGOMERY COUNTY ROAD NO. 7 ON THE RIGHT, TURN RIGHT ON MONTGOMERY
 AA2484'COUNTY ROAD NO. 7 AND DRIVE NORTH FOR 3.95 MI (6.36 KM) TO THE STATION
 AA2484'ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF A FIVE
 AA2484'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 34.9 FT (10.6 M) NORTH
 AA2484'OF A SIX-INCH WOOD POST AT A SLIGHT ANGLE IN THE FENCE, 36.6 FT (11.2
 AA2484'M) EAST-SOUTHEAST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 7,
 AA2484'127.0 FT (38.7 M) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF THE
 AA2484'FENCE, 130.6 FT (39.8 M) SOUTH-SOUTHWEST OF AN ANGLE POWER POLE NEAR
 AA2484'THE FENCE CORNER, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND
 AA2484'SET FLUSH WITH THE GROUND. STATION 51-38 1992 MAY BE USED AS AN
 AA2484'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2485 ***********************************************************************
 AA2485  DESIGNATION -  51 38
 AA2485  PID         -  AA2485
 AA2485  STATE/COUNTY-  AL/MONTGOMERY
 AA2485  USGS QUAD   -  CANTELOUS (1981)
 AA2485
 AA2485                         *CURRENT SURVEY CONTROL
 AA2485  ___________________________________________________________________
 AA2485* NAD 83(1992)-  32 21 01.58956(N)    086 27 08.33736(W)     ADJUSTED  
 AA2485* NAVD 88     -        50.9    (meters)     167.     (feet)  VERTCON   
 AA2485  ___________________________________________________________________
 AA2485  X           -     333,738.348 (meters)                     COMP
 AA2485  Y           -  -5,383,048.472 (meters)                     COMP
 AA2485  Z           -   3,393,336.065 (meters)                     COMP
 AA2485  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA2485  ELLIP HEIGHT-          23.00  (meters)          (07/29/02) GPS OBS
 AA2485  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA2485
 AA2485  HORZ ORDER  -  FIRST
 AA2485  ELLP ORDER  -  FOURTH    CLASS I
 AA2485
 AA2485.The horizontal coordinates were established by GPS observations
 AA2485.and adjusted by the National Geodetic Survey in November 1994..
 AA2485
 AA2485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2485
 AA2485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2485
 AA2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2485
 AA2485.The ellipsoidal height was determined by GPS observations
 AA2485.and is referenced to NAD 83.
 AA2485
 AA2485.The geoid height was determined by GEOID03.
 AA2485
 AA2485;                    North         East     Units Scale Factor Converg.
 AA2485;SPC AL E     -   205,331.327   141,735.790   MT  1.00000185   -0 19 52.4
 AA2485;UTM  16      - 3,579,412.370   551,534.297   MT  0.99963275   +0 17 35.1
 AA2485
 AA2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2485!SPC AL E     -   0.99999639  x   1.00000185  =   0.99999824
 AA2485!UTM  16      -   0.99999639  x   0.99963275  =   0.99962914
 AA2485
 AA2485                          SUPERSEDED SURVEY CONTROL
 AA2485
 AA2485  ELLIP H (11/30/94)   23.07   (m)                       GP(       ) 4 1
 AA2485  NGVD 29 (11/30/94)   50.9    (m)          167.     (f) GPS OBS        
 AA2485
 AA2485.Superseded values are not recommended for survey control.
 AA2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2485.See file dsdata.txt to determine how the superseded data were derived.
 AA2485
 AA2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5153479412(NAD 83)
 AA2485_MARKER: DD = SURVEY DISK
 AA2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2485_SP_SET: CONCRETE POST
 AA2485_STAMPING: 51-38 1992
 AA2485_MARK LOGO: ALHD  
 AA2485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2485+STABILITY: SURFACE MOTION
 AA2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2485+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2485
 AA2485  HISTORY     - Date     Condition        Report By
 AA2485  HISTORY     - 1992     MONUMENTED       ALHD
 AA2485
 AA2485                          STATION DESCRIPTION
 AA2485
 AA2485'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2485'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 AA2485'OF MONTGOMERY COUNTY ROAD NO. 7, ABOUT 8.00 MI (12.87 KM) NORTHWEST OF
 AA2485'HOPE HULL AND ABOUT 9.10 MI (14.64 KM) WEST-SOUTHWEST OF MONTGOMERY.
 AA2485'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND U.S. 80 (MILE
 AA2485'POST 131.50 ON U.S. 80 AND MILE POST 177.90 ON U.S. 31) IN MONTGOMERY,
 AA2485'DRIVE WEST ON U.S. 80 FOR 7.30 MI (11.75 KM) TO MILE POST 124.20 AND
 AA2485'MONTGOMERY COUNTY ROAD NO. 7 ON THE RIGHT, TURN RIGHT ON MONTGOMERY
 AA2485'COUNTY ROAD NO. 7 AND DRIVE NORTH FOR 4.45 MI (7.16 KM) TO THE STATION
 AA2485'ON THE RIGHT. THE STATION IS LOCATED ACROSS MONTGOMERY COUNTY ROAD NO.
 AA2485'7 FROM ANTIOCH BAPTIST CHURCH, 39.3 FT (12.0 M) EAST OF THE CENTERLINE
 AA2485'OF MONTGOMERY COUNTY ROAD NO. 7, 90.0 FT (27.4 M) SOUTH-SOUTHEAST OF A
 AA2485'STOP SIGN WITH OLD SELMA RD AND CANTELOU RD SIGNS, 99.5 FT (30.3 M)
 AA2485'SOUTH OF A WATER VALVE SIGN, 106.6 FT (32.5 M) SOUTH-SOUTHWEST OF A
 AA2485'JUNCTION POWER POLE, 106.8 FT (32.6 M) SOUTH-SOUTHWEST OF TELEPHONE
 AA2485'CABLE PEDESTAL NO. 2, 127.0 FT (38.7 M) NORTHEAST OF THE SOUTHEAST
 AA2485'CORNER OF THE ANTIOCH CHURCH BUILDING, 2.6 FT (0.8 M) WEST OF A
 AA2485'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51- 37
 AA2485'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2486 ***********************************************************************
 AA2486  DESIGNATION -  51 39
 AA2486  PID         -  AA2486
 AA2486  STATE/COUNTY-  AL/MONTGOMERY
 AA2486  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA2486
 AA2486                         *CURRENT SURVEY CONTROL
 AA2486  ___________________________________________________________________
 AA2486* NAD 83(1992)-  32 20 56.83171(N)    086 21 29.62164(W)     ADJUSTED  
 AA2486* NAVD 88     -        52.5    (meters)     172.     (feet)  VERTCON   
 AA2486  ___________________________________________________________________
 AA2486  X           -     342,582.681 (meters)                     COMP
 AA2486  Y           -  -5,382,572.781 (meters)                     COMP
 AA2486  Z           -   3,393,213.108 (meters)                     COMP
 AA2486  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA2486  ELLIP HEIGHT-          24.60  (meters)          (07/29/02) GPS OBS
 AA2486  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA2486
 AA2486  HORZ ORDER  -  FIRST
 AA2486  ELLP ORDER  -  FOURTH    CLASS I
 AA2486
 AA2486.The horizontal coordinates were established by GPS observations
 AA2486.and adjusted by the National Geodetic Survey in November 1994..
 AA2486
 AA2486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2486
 AA2486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2486
 AA2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2486
 AA2486.The ellipsoidal height was determined by GPS observations
 AA2486.and is referenced to NAD 83.
 AA2486
 AA2486.The geoid height was determined by GEOID03.
 AA2486
 AA2486;                    North         East     Units Scale Factor Converg.
 AA2486;SPC AL E     -   205,137.463   150,591.569   MT  0.99999009   -0 16 51.1
 AA2486;UTM  16      - 3,579,315.041   560,388.499   MT  0.99964497   +0 20 36.3
 AA2486
 AA2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2486!SPC AL E     -   0.99999614  x   0.99999009  =   0.99998623
 AA2486!UTM  16      -   0.99999614  x   0.99964497  =   0.99964111
 AA2486
 AA2486                          SUPERSEDED SURVEY CONTROL
 AA2486
 AA2486  ELLIP H (11/30/94)   24.67   (m)                       GP(       ) 4 1
 AA2486  NGVD 29 (11/30/94)   52.5    (m)          172.     (f) GPS OBS        
 AA2486
 AA2486.Superseded values are not recommended for survey control.
 AA2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2486.See file dsdata.txt to determine how the superseded data were derived.
 AA2486
 AA2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6038879315(NAD 83)
 AA2486_MARKER: DD = SURVEY DISK
 AA2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2486_SP_SET: CONCRETE POST
 AA2486_STAMPING: 51-39 1992
 AA2486_MARK LOGO: ALHD  
 AA2486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2486+STABILITY: SURFACE MOTION
 AA2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2486+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2486
 AA2486  HISTORY     - Date     Condition        Report By
 AA2486  HISTORY     - 1992     MONUMENTED       ALHD
 AA2486
 AA2486                          STATION DESCRIPTION
 AA2486
 AA2486'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2486'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 AA2486'OF WILBANKS STREET IN MONTGOMERY. TO REACH THE STATION FROM EXIT 168
 AA2486'ON I-65 IN MONTGOMERY, DRIVE WEST AND NORTHWEST ON SOUTH BOULEVARD AND
 AA2486'WEST BOULEVARD FOR 2.40 MI (3.86 KM) TO MILE POST 180.90 AND
 AA2486'HAYNEVILLE ROAD LEFT AND RIGHT, TURN RIGHT ON HAYNEVILLE ROAD AND
 AA2486'DRIVE NORTHEAST FOR 0.80 MI (1.29 KM) TO A REVERSE Y-INTERSECTION,
 AA2486'BEAR RIGHT ON HAYNEVILLE ROAD AND DRIVE EAST FOR 0.10 MI (0.16 KM) TO
 AA2486'WILBANKS STREET ON THE LEFT, TURN LEFT ON WILBANKS STREET AND DRIVE
 AA2486'NORTH FOR 151.7 FT (46.2 M) TO THE STATION ON THE RIGHT. THE STATION
 AA2486'IS 34.0 FT (10.4 M) EAST OF THE CENTER OF WILBANKS STREET, 109.0 FT
 AA2486'(33.2 M) SOUTHEAST OF A POWER SERVICE POLE ACROSS WILBANKS STREET,
 AA2486'115.5 FT (35.2 M) NORTH OF A WILBANKS ST 1300 AND A HAYNEVILLE RD 3300
 AA2486'SIGN, 124.8 FT (38.0 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. SS,
 AA2486'127.2 FT (38.8 M) SOUTH OF A JUNCTION POWER POLE, 134.4 FT (41.0 M)
 AA2486'NORTH-NORTHEAST OF A STOP SIGN ACROSS WILBANKS STREET, 148.4 FT (45.2
 AA2486'M) NORTH-NORTHEAST OF A FIRE HYDRANT ACROSS WILBANKS STREET, 151.7 FT
 AA2486'(46.2 M) NORTH OF THE CENTERLINE OF HAYNEVILLE ROAD, 2.5 FT (0.8 M)
 AA2486'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2486'STATION 51-40 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3176 ***********************************************************************
 CN3176  DESIGNATION -  51 4
 CN3176  PID         -  CN3176
 CN3176  STATE/COUNTY-  AL/MONTGOMERY
 CN3176  USGS QUAD   -  PINE LEVEL (1971)
 CN3176
 CN3176                         *CURRENT SURVEY CONTROL
 CN3176  ___________________________________________________________________
 CN3176* NAD 83(1992)-  32 03 14.91729(N)    086 02 42.70927(W)     ADJUSTED  
 CN3176* NAVD 88     -       142.2    (meters)     467.     (feet)  GPS OBS   
 CN3176  ___________________________________________________________________
 CN3176  X           -     373,192.214 (meters)                     COMP
 CN3176  Y           -  -5,398,086.932 (meters)                     COMP
 CN3176  Z           -   3,365,582.508 (meters)                     COMP
 CN3176  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CN3176  ELLIP HEIGHT-         114.99  (meters)          (07/29/02) GPS OBS
 CN3176  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 CN3176
 CN3176  HORZ ORDER  -  FIRST
 CN3176  ELLP ORDER  -  FOURTH    CLASS I
 CN3176
 CN3176.The horizontal coordinates were established by GPS observations
 CN3176.and adjusted by the National Geodetic Survey in December 1992..
 CN3176
 CN3176.The orthometric height was determined by GPS observations and a
 CN3176.high-resolution geoid model.
 CN3176
 CN3176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3176
 CN3176.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3176
 CN3176.The ellipsoidal height was determined by GPS observations
 CN3176.and is referenced to NAD 83.
 CN3176
 CN3176.The geoid height was determined by GEOID03.
 CN3176
 CN3176;                    North         East     Units Scale Factor Converg.
 CN3176;SPC AL E     -   172,327.287   179,992.888   MT  0.99996493   -0 06 44.8
 CN3176;UTM  16      - 3,546,835.746   590,135.043   MT  0.99970019   +0 30 24.4
 CN3176
 CN3176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3176!SPC AL E     -   0.99998194  x   0.99996493  =   0.99994688
 CN3176!UTM  16      -   0.99998194  x   0.99970019  =   0.99968214
 CN3176
 CN3176                          SUPERSEDED SURVEY CONTROL
 CN3176
 CN3176  ELLIP H (12/04/92)  115.07   (m)                       GP(       ) 4 1
 CN3176  NAD 83(1986)-  32 03 14.92663(N)    086 02 42.70957(W) AD(       ) 1
 CN3176  NGVD 29 (12/04/92)  142.1    (m)          466.     (f) GPS OBS        
 CN3176
 CN3176.Superseded values are not recommended for survey control.
 CN3176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3176.See file dsdata.txt to determine how the superseded data were derived.
 CN3176
 CN3176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9013546836(NAD 83)
 CN3176_MARKER: DD = SURVEY DISK
 CN3176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3176_SP_SET: CONCRETE POST
 CN3176_STAMPING: 51-4 1991
 CN3176_MARK LOGO: ALHD  
 CN3176_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3176+STABILITY: SURFACE MOTION
 CN3176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3176+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 CN3176
 CN3176  HISTORY     - Date     Condition        Report By
 CN3176  HISTORY     - 1991     MONUMENTED       ALHD
 CN3176  HISTORY     - 19940226 GOOD             MSI
 CN3176
 CN3176                          STATION DESCRIPTION
 CN3176
 CN3176'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3176'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTHEAST RIGHT OF
 CN3176'WAY OF U.S. 231 IN PINE LEVEL, ABOUT 6.40 MI (10.30 KM) SOUTHWEST OF
 CN3176'DOWNING AND ABOUT 10.70 MI (17.22 KM) EAST OF RAMER.
 CN3176'TO REACH THE STATION FROM THE U.S. 29 UNDERPASS ON U.S. 231 (MILE POST
 CN3176'77.65 ON U. S. 231) IN TROY, DRIVE NORTH ON U.S. 231 FOR 17.95 MI
 CN3176'(28.89 KM) TO MILE POST 95.60 AND THE STATION ON THE RIGHT.
 CN3176'THE STATION IS 6.5 FT (2.0 M) SOUTHWEST OF A FOUR STRAND SUSPENDED
 CN3176'BARBED WIRE FENCE, 7.6 FT (2.3 M) SOUTH OF THE SOUTHEAST ONE OF TWO
 CN3176'CONNECTED CROSSTIE POSTS IN THE FENCE LINE, 37.3 FT (11.4 M)
 CN3176'NORTHWEST OF CONCRETE RIGHT OF WAY MARKER 1366 + 98.2, 80.0 FT
 CN3176'(24.4 M) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF U.S.
 CN3176'231, 108.5 FT (33.1 M) SOUTHEAST OF JUNCTION POWER POLE NO. 23 47 80,
 CN3176'6.3 FT (1.9 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 CN3176'FLUSH WITH THE GROUND.
 CN3176'STATION 51-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3176
 CN3176                          STATION RECOVERY (1994)
 CN3176
 CN3176'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (CH)
 CN3176'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2487 ***********************************************************************
 AA2487  DESIGNATION -  51 40
 AA2487  PID         -  AA2487
 AA2487  STATE/COUNTY-  AL/MONTGOMERY
 AA2487  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA2487
 AA2487                         *CURRENT SURVEY CONTROL
 AA2487  ___________________________________________________________________
 AA2487* NAD 83(1992)-  32 20 54.18311(N)    086 21 06.88274(W)     ADJUSTED  
 AA2487* NAVD 88     -        52.8    (meters)     173.     (feet)  VERTCON   
 AA2487  ___________________________________________________________________
 AA2487  X           -     343,178.852 (meters)                     COMP
 AA2487  Y           -  -5,382,578.767 (meters)                     COMP
 AA2487  Z           -   3,393,144.322 (meters)                     COMP
 AA2487  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA2487  ELLIP HEIGHT-          24.86  (meters)          (07/29/02) GPS OBS
 AA2487  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA2487
 AA2487  HORZ ORDER  -  FIRST
 AA2487  ELLP ORDER  -  FOURTH    CLASS I
 AA2487
 AA2487.The horizontal coordinates were established by GPS observations
 AA2487.and adjusted by the National Geodetic Survey in November 1994..
 AA2487
 AA2487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2487
 AA2487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2487
 AA2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2487
 AA2487.The ellipsoidal height was determined by GPS observations
 AA2487.and is referenced to NAD 83.
 AA2487
 AA2487.The geoid height was determined by GEOID03.
 AA2487
 AA2487;                    North         East     Units Scale Factor Converg.
 AA2487;SPC AL E     -   205,052.981   151,185.740   MT  0.99998937   -0 16 38.9
 AA2487;UTM  16      - 3,579,237.065   560,983.351   MT  0.99964586   +0 20 48.4
 AA2487
 AA2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2487!SPC AL E     -   0.99999610  x   0.99998937  =   0.99998547
 AA2487!UTM  16      -   0.99999610  x   0.99964586  =   0.99964196
 AA2487
 AA2487                          SUPERSEDED SURVEY CONTROL
 AA2487
 AA2487  ELLIP H (11/30/94)   24.93   (m)                       GP(       ) 4 1
 AA2487  NGVD 29 (11/30/94)   52.8    (m)          173.     (f) GPS OBS        
 AA2487
 AA2487.Superseded values are not recommended for survey control.
 AA2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2487.See file dsdata.txt to determine how the superseded data were derived.
 AA2487
 AA2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6098379237(NAD 83)
 AA2487_MARKER: DD = SURVEY DISK
 AA2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2487_SP_SET: CONCRETE POST
 AA2487_STAMPING: 51-40 1992
 AA2487_MARK LOGO: ALHD  
 AA2487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2487+STABILITY: SURFACE MOTION
 AA2487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2487+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2487
 AA2487  HISTORY     - Date     Condition        Report By
 AA2487  HISTORY     - 1992     MONUMENTED       ALHD
 AA2487
 AA2487                          STATION DESCRIPTION
 AA2487
 AA2487'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2487'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE WEST RIGHT OF WAY
 AA2487'OF BRINSFIELD DRIVE IN MONTGOMERY. TO REACH THE STATION FROM EXIT 168
 AA2487'ON I-65 IN MONTGOMERY, DRIVE WEST AND NORTHWEST ON SOUTH BOULEVARD AND
 AA2487'WEST BOULEVARD FOR 2.40 MI (3.86 KM) TO MILE POST 180.90 AND
 AA2487'HAYNEVILLE ROAD LEFT AND RIGHT, TURN RIGHT ON HAYNEVILLE ROAD AND
 AA2487'DRIVE NORTHEAST FOR 0.80 MI (1.29 KM) TO A REVERSE Y-INTERSECTION,
 AA2487'BEAR RIGHT ON HAYNEVILLE ROAD AND DRIVE EAST FOR 0.50 MI (0.80 KM) TO
 AA2487'BRINSFIELD DRIVE ON THE RIGHT, TURN RIGHT ON BRINSFIELD DRIVE AND
 AA2487'DRIVE SOUTH FOR 158.3 FT (48.2 M) TO THE STATION ON THE RIGHT. THE
 AA2487'STATION IS 3.0 FT (0.9 M) EAST OF A WOVEN WIRE FENCE AROUND A RUGBY
 AA2487'FIELD, 23.0 FT (7.0 M) WEST OF THE CENTER OF BRINSFIELD DRIVE, 79.4 FT
 AA2487'(24.2 M) SOUTH OF A POWER SERVICE POLE, 120.3 FT (36.7 M) NORTH OF A
 AA2487'STREET LIGHT POLE, 127.0 FT (38.7 M) SOUTH OF A HAYNEVILLE RD AND A
 AA2487'BRINSFIELD DR 000 SIGN, 158.3 FT (48.2 M) SOUTH OF THE CENTERLINE OF
 AA2487'HAYNEVILLE ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND
 AA2487'SET FLUSH WITH THE GROUND. STATION 51-39 1992 MAY BE USED AS AN
 AA2487'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2488 ***********************************************************************
 AA2488  DESIGNATION -  51 41
 AA2488  PID         -  AA2488
 AA2488  STATE/COUNTY-  AL/MONTGOMERY
 AA2488  USGS QUAD   -  PRATTVILLE (1981)
 AA2488
 AA2488                         *CURRENT SURVEY CONTROL
 AA2488  ___________________________________________________________________
 AA2488* NAD 83(1992)-  32 24 01.83311(N)    086 24 01.93909(W)     ADJUSTED  
 AA2488* NAVD 88     -        49.5    (meters)     162.     (feet)  VERTCON   
 AA2488  ___________________________________________________________________
 AA2488  X           -     338,416.058 (meters)                     COMP
 AA2488  Y           -  -5,379,776.265 (meters)                     COMP
 AA2488  Z           -   3,398,024.400 (meters)                     COMP
 AA2488  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AA2488  ELLIP HEIGHT-          21.49  (meters)          (07/29/02) GPS OBS
 AA2488  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AA2488
 AA2488  HORZ ORDER  -  FIRST
 AA2488  ELLP ORDER  -  FOURTH    CLASS I
 AA2488
 AA2488.The horizontal coordinates were established by GPS observations
 AA2488.and adjusted by the National Geodetic Survey in November 1994..
 AA2488
 AA2488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2488
 AA2488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2488
 AA2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2488
 AA2488.The ellipsoidal height was determined by GPS observations
 AA2488.and is referenced to NAD 83.
 AA2488
 AA2488.The geoid height was determined by GEOID03.
 AA2488
 AA2488;                    North         East     Units Scale Factor Converg.
 AA2488;SPC AL E     -   210,856.397   146,639.039   MT  0.99999510   -0 18 14.2
 AA2488;UTM  16      - 3,584,988.551   556,375.257   MT  0.99963919   +0 19 16.4
 AA2488
 AA2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2488!SPC AL E     -   0.99999663  x   0.99999510  =   0.99999173
 AA2488!UTM  16      -   0.99999663  x   0.99963919  =   0.99963582
 AA2488
 AA2488                          SUPERSEDED SURVEY CONTROL
 AA2488
 AA2488  ELLIP H (11/30/94)   21.56   (m)                       GP(       ) 4 1
 AA2488  NGVD 29 (11/30/94)   49.5    (m)          162.     (f) GPS OBS        
 AA2488
 AA2488.Superseded values are not recommended for survey control.
 AA2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2488.See file dsdata.txt to determine how the superseded data were derived.
 AA2488
 AA2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5637584989(NAD 83)
 AA2488_MARKER: DD = SURVEY DISK
 AA2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2488_SP_SET: CONCRETE POST
 AA2488_STAMPING: 51-41 1992
 AA2488_MARK LOGO: ALHD  
 AA2488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2488+STABILITY: SURFACE MOTION
 AA2488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2488+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2488
 AA2488  HISTORY     - Date     Condition        Report By
 AA2488  HISTORY     - 1992     MONUMENTED       ALHD
 AA2488
 AA2488                          STATION DESCRIPTION
 AA2488
 AA2488'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2488'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTHWEST RIGHT OF
 AA2488'WAY OF U.S. 31 IN MONTGOMERY. TO REACH THE STATION FROM EXIT 168 ON
 AA2488'I-65 IN MONTGOMERY, DRIVE WEST AND NORTHWEST ON SOUTH BOULEVARD AND
 AA2488'WEST BOULEVARD FOR 4.80 MI (7.72 KM) TO MILE POST 183.20 AND U.S. 31
 AA2488'NORTH ON THE LEFT AT A TRAFFIC LIGHT, TURN LEFT ON U.S. 31 AND DRIVE
 AA2488'NORTHWEST FOR 2.50 MI (4.02 KM) TO MILE POST 185.70 AND THE STATION ON
 AA2488'THE LEFT. THE STATION IS 26.0 FT (7.9 M) SOUTHWEST OF THE SOUTHWEST
 AA2488'CONCRETE CURB OF U.S. 31, 27.1 FT (8.3 M) WEST-NORTHWEST OF A FIRE
 AA2488'HYDRANT, 46.6 FT (14.2 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH
 AA2488'BOUND LANES OF U.S. 31, 71.0 FT (21.6 M) EAST-SOUTHEAST OF THE
 AA2488'NORTHEAST STONE CORNER OF A CLOSED SERVICE STATION, 86.9 FT (26.5 M)
 AA2488'EAST OF THE SOUTHEAST CORNER OF A CLOSED SERVICE STATION, 91.0 FT
 AA2488'(27.7 M) SOUTHEAST OF THE SOUTHEAST GAS PUMP OF A CLOSED SERVICE
 AA2488'STATION, 101.6 FT (31.0 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 AA2488'CHAIN LINK FENCE AROUND AN ABANDONED SERVICE STATION, 105.6 FT (32.2
 AA2488'M) SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. F 4825, 108.2 FT
 AA2488'(33.0 M) SOUTH-SOUTHEAST OF A POWER POLE WITH THREE TRANSFORMERS, 2.6
 AA2488'FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2488'THE GROUND. STATION 51-42 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2488'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2489 ***********************************************************************
 AA2489  DESIGNATION -  51 42
 AA2489  PID         -  AA2489
 AA2489  STATE/COUNTY-  AL/MONTGOMERY
 AA2489  USGS QUAD   -  PRATTVILLE (1981)
 AA2489
 AA2489                         *CURRENT SURVEY CONTROL
 AA2489  ___________________________________________________________________
 AA2489* NAD 83(1992)-  32 23 44.80148(N)    086 23 38.44182(W)     ADJUSTED  
 AA2489* NAVD 88     -        49.7    (meters)     163.     (feet)  VERTCON   
 AA2489  ___________________________________________________________________
 AA2489  X           -     339,046.600 (meters)                     COMP
 AA2489  Y           -  -5,380,018.393 (meters)                     COMP
 AA2489  Z           -   3,397,581.529 (meters)                     COMP
 AA2489  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AA2489  ELLIP HEIGHT-          21.69  (meters)          (07/29/02) GPS OBS
 AA2489  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA2489
 AA2489  HORZ ORDER  -  FIRST
 AA2489  ELLP ORDER  -  FOURTH    CLASS I
 AA2489
 AA2489.The horizontal coordinates were established by GPS observations
 AA2489.and adjusted by the National Geodetic Survey in November 1994..
 AA2489
 AA2489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2489
 AA2489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2489
 AA2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2489
 AA2489.The ellipsoidal height was determined by GPS observations
 AA2489.and is referenced to NAD 83.
 AA2489
 AA2489.The geoid height was determined by GEOID03.
 AA2489
 AA2489;                    North         East     Units Scale Factor Converg.
 AA2489;SPC AL E     -   210,328.529   147,250.339   MT  0.99999430   -0 18 01.4
 AA2489;UTM  16      - 3,584,467.569   556,992.061   MT  0.99964005   +0 19 28.8
 AA2489
 AA2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2489!SPC AL E     -   0.99999659  x   0.99999430  =   0.99999089
 AA2489!UTM  16      -   0.99999659  x   0.99964005  =   0.99963665
 AA2489
 AA2489                          SUPERSEDED SURVEY CONTROL
 AA2489
 AA2489  ELLIP H (11/30/94)   21.76   (m)                       GP(       ) 4 1
 AA2489  NGVD 29 (11/30/94)   49.7    (m)          163.     (f) GPS OBS        
 AA2489
 AA2489.Superseded values are not recommended for survey control.
 AA2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2489.See file dsdata.txt to determine how the superseded data were derived.
 AA2489
 AA2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5699284468(NAD 83)
 AA2489_MARKER: DD = SURVEY DISK
 AA2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2489_SP_SET: CONCRETE POST
 AA2489_STAMPING: 51-42 1992
 AA2489_MARK LOGO: ALHD  
 AA2489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2489+STABILITY: SURFACE MOTION
 AA2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2489+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2489
 AA2489  HISTORY     - Date     Condition        Report By
 AA2489  HISTORY     - 1992     MONUMENTED       ALHD
 AA2489
 AA2489                          STATION DESCRIPTION
 AA2489
 AA2489'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2489'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTHEAST RIGHT OF
 AA2489'WAY OF U.S. 31 IN MONTGOMERY. TO REACH THE STATION FROM EXIT 168 ON
 AA2489'I-65 IN MONTGOMERY, DRIVE WEST AND NORTHWEST ON SOUTH BOULEVARD AND
 AA2489'WEST BOULEVARD FOR 4.80 MI (7.72 KM) TO MILE POST 183.20 AND U.S. 31
 AA2489'NORTH ON THE LEFT AT A TRAFFIC LIGHT, TURN LEFT ON U.S. 31 AND DRIVE
 AA2489'NORTHWEST FOR 2.10 MI (3.38 KM) TO MILE POST 185.30 AND THE STATION ON
 AA2489'THE RIGHT. THE STATION IS LOCATED IN FRONT OF A MONTGOMERY SEWER
 AA2489'DEPARTMENT LIFT STATION, 16.4 FT (5.0 M) SOUTHEAST OF THE CENTER OF A
 AA2489'PAVED DRIVEWAY, 29.1 FT (8.9 M) SOUTHWEST OF A SIX-FOOT CHAIN LINK
 AA2489'FENCE AROUND A SEWAGE LIFT STATION, 30.3 FT (9.2 M) SOUTH-SOUTHWEST OF
 AA2489'THE SOUTHEAST POST OF A DOUBLE GATE IN THE CHAIN LINK FENCE, 35.3 FT
 AA2489'(10.8 M) SOUTH OF THE CENTER OF A DOUBLE GATE IN THE CHAIN LINK FENCE,
 AA2489'43.2 FT (13.2 M) SOUTH-SOUTHEAST OF THE NORTHWEST POST OF A DOUBLE
 AA2489'GATE IN THE CHAIN LINK FENCE, 45.0 FT (13.7 M) NORTHEAST OF THE
 AA2489'CENTERLINE OF THE NORTH BOUND LANES OF U.S. 31, 54.7 FT (16.7 M) WEST
 AA2489'OF THE SOUTHWEST CORNER OF THE CHAIN LINK FENCE, 29.2 FT (8.9 M)
 AA2489'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2489'STATION 51-41 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2490 ***********************************************************************
 AA2490  DESIGNATION -  51 43
 AA2490  PID         -  AA2490
 AA2490  STATE/COUNTY-  AL/MONTGOMERY
 AA2490  USGS QUAD   -  SNOWDOUN (1985)
 AA2490
 AA2490                         *CURRENT SURVEY CONTROL
 AA2490  ___________________________________________________________________
 AA2490* NAD 83(1992)-  32 14 50.26823(N)    086 16 03.46712(W)     ADJUSTED  
 AA2490* NAVD 88     -        73.3    (meters)     240.     (feet)  VERTCON   
 AA2490  ___________________________________________________________________
 AA2490  X           -     351,487.300 (meters)                     COMP
 AA2490  Y           -  -5,388,062.607 (meters)                     COMP
 AA2490  Z           -   3,383,679.937 (meters)                     COMP
 AA2490  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AA2490  ELLIP HEIGHT-          45.64  (meters)          (07/29/02) GPS OBS
 AA2490  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA2490
 AA2490  HORZ ORDER  -  FIRST
 AA2490  ELLP ORDER  -  FOURTH    CLASS I
 AA2490
 AA2490.The horizontal coordinates were established by GPS observations
 AA2490.and adjusted by the National Geodetic Survey in November 1994..
 AA2490
 AA2490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2490
 AA2490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2490
 AA2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2490
 AA2490.The ellipsoidal height was determined by GPS observations
 AA2490.and is referenced to NAD 83.
 AA2490
 AA2490.The geoid height was determined by GEOID03.
 AA2490
 AA2490;                    North         East     Units Scale Factor Converg.
 AA2490;SPC AL E     -   193,808.196   159,073.963   MT  0.99998065   -0 13 54.2
 AA2490;UTM  16      - 3,568,082.482   568,990.785   MT  0.99965870   +0 23 26.8
 AA2490
 AA2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2490!SPC AL E     -   0.99999283  x   0.99998065  =   0.99997348
 AA2490!UTM  16      -   0.99999283  x   0.99965870  =   0.99965154
 AA2490
 AA2490                          SUPERSEDED SURVEY CONTROL
 AA2490
 AA2490  ELLIP H (11/30/94)   45.71   (m)                       GP(       ) 4 1
 AA2490  NGVD 29 (11/30/94)   73.3    (m)          240.     (f) GPS OBS        
 AA2490
 AA2490.Superseded values are not recommended for survey control.
 AA2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2490.See file dsdata.txt to determine how the superseded data were derived.
 AA2490
 AA2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6899168082(NAD 83)
 AA2490_MARKER: DD = SURVEY DISK
 AA2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2490_SP_SET: CONCRETE POST
 AA2490_STAMPING: 51-43 1992
 AA2490_MARK LOGO: ALHD  
 AA2490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2490+STABILITY: SURFACE MOTION
 AA2490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2490+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2490
 AA2490  HISTORY     - Date     Condition        Report By
 AA2490  HISTORY     - 1992     MONUMENTED       ALHD
 AA2490
 AA2490                          STATION DESCRIPTION
 AA2490
 AA2490'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2490'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 AA2490'OF MONTGOMERY COUNTY ROAD NO. 18, ABOUT 5.20 MI (8.37 KM)
 AA2490'EAST-SOUTHEAST OF HOPE HULL AND ABOUT 9.30 MI (14.97 KM)
 AA2490'SOUTH-SOUTHEAST OF MONTGOMERY. TO REACH THE STATION FROM THE JUNCTION
 AA2490'OF U.S. 331 SOUTH AND SOUTH BOULEVARD (MILE POST 101.75 ON U.S. 331)
 AA2490'IN MONTGOMERY, DRIVE SOUTH ON U.S. 331 FOR 5.95 MI (9.58 KM) TO MILE
 AA2490'POST 95.80, MONTGOMERY COUNTY ROAD NO. 61 LEFT AND MONTGOMERY COUNTY
 AA2490'ROAD NO. 23 RIGHT AT A CAUTION LIGHT IN SNOWDOUN, TURN LEFT ON
 AA2490'MONTGOMERY COUNTY ROAD NO. 61 AND DRIVE EAST FOR 0.10 MI (0.16 KM) TO
 AA2490'MONTGOMERY COUNTY ROAD NO. 18 ON THE LEFT, TURN LEFT ON MONTGOMERY
 AA2490'COUNTY ROAD NO. 18 AND DRIVE NORTHEAST AND EAST FOR 1.80 MI (2.90 KM)
 AA2490'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A
 AA2490'FOUR STRAND BARBED WIRE FENCE ON OLD TREATED WOOD POSTS, 37.0 FT (11.3
 AA2490'M) SOUTH OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 18, 88.5 FT
 AA2490'(27.0 M) WEST-NORTHWEST OF A CROSS TIE POST IN THE FENCE LINE, 117.0
 AA2490'FT (35.7 M) EAST OF A JUNCTION POWER POLE, 205.3 FT (62.6 M) EAST OF
 AA2490'THE EAST POST OF A DOUBLE METAL GATE, 216.0 FT (65.8 M) EAST OF THE
 AA2490'CENTER OF A GRAVEL FIELD ROAD, 2.7 FT (0.8 M) NORTH OF A CARSONITE
 AA2490'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-44 1992 MAY BE
 AA2490'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2491 ***********************************************************************
 AA2491  DESIGNATION -  51 44
 AA2491  PID         -  AA2491
 AA2491  STATE/COUNTY-  AL/MONTGOMERY
 AA2491  USGS QUAD   -  SNOWDOUN (1985)
 AA2491
 AA2491                         *CURRENT SURVEY CONTROL
 AA2491  ___________________________________________________________________
 AA2491* NAD 83(1992)-  32 14 45.74682(N)    086 15 34.70821(W)     ADJUSTED  
 AA2491* NAVD 88     -        69.2    (meters)     227.     (feet)  VERTCON   
 AA2491  ___________________________________________________________________
 AA2491  X           -     352,243.159 (meters)                     COMP
 AA2491  Y           -  -5,388,084.224 (meters)                     COMP
 AA2491  Z           -   3,383,559.946 (meters)                     COMP
 AA2491  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 AA2491  ELLIP HEIGHT-          41.52  (meters)          (07/29/02) GPS OBS
 AA2491  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA2491
 AA2491  HORZ ORDER  -  FIRST
 AA2491  ELLP ORDER  -  FOURTH    CLASS I
 AA2491
 AA2491.The horizontal coordinates were established by GPS observations
 AA2491.and adjusted by the National Geodetic Survey in November 1994..
 AA2491
 AA2491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2491
 AA2491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2491
 AA2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2491
 AA2491.The ellipsoidal height was determined by GPS observations
 AA2491.and is referenced to NAD 83.
 AA2491
 AA2491.The geoid height was determined by GEOID03.
 AA2491
 AA2491;                    North         East     Units Scale Factor Converg.
 AA2491;SPC AL E     -   193,665.909   159,826.222   MT  0.99997990   -0 13 38.9
 AA2491;UTM  16      - 3,567,948.420   569,744.304   MT  0.99965998   +0 23 42.1
 AA2491
 AA2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2491!SPC AL E     -   0.99999348  x   0.99997990  =   0.99997338
 AA2491!UTM  16      -   0.99999348  x   0.99965998  =   0.99965346
 AA2491
 AA2491                          SUPERSEDED SURVEY CONTROL
 AA2491
 AA2491  ELLIP H (11/30/94)   41.60   (m)                       GP(       ) 4 1
 AA2491  NGVD 29 (11/30/94)   69.2    (m)          227.     (f) GPS OBS        
 AA2491
 AA2491.Superseded values are not recommended for survey control.
 AA2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2491.See file dsdata.txt to determine how the superseded data were derived.
 AA2491
 AA2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6974467948(NAD 83)
 AA2491_MARKER: DD = SURVEY DISK
 AA2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2491_SP_SET: CONCRETE POST
 AA2491_STAMPING: 51-44 1992
 AA2491_MARK LOGO: ALHD  
 AA2491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2491+STABILITY: SURFACE MOTION
 AA2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2491+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2491
 AA2491  HISTORY     - Date     Condition        Report By
 AA2491  HISTORY     - 1992     MONUMENTED       ALHD
 AA2491
 AA2491                          STATION DESCRIPTION
 AA2491
 AA2491'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2491'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTH RIGHT OF WAY
 AA2491'OF MONTGOMERY COUNTY ROAD NO. 18, ABOUT 5.70 MI (9.17 KM)
 AA2491'EAST-SOUTHEAST OF HOPE HULL AND ABOUT 9.45 MI (15.21 KM)
 AA2491'SOUTH-SOUTHEAST OF MONTGOMERY. TO REACH THE STATION FROM THE JUNCTION
 AA2491'OF U.S. 331 SOUTH AND SOUTH BOULEVARD (MILE POST 101.75 ON U.S. 331)
 AA2491'IN MONTGOMERY, DRIVE SOUTH ON U.S. 331 FOR 5.95 MI (9.58 KM) TO MILE
 AA2491'POST 95.80, MONTGOMERY COUNTY ROAD NO. 61 LEFT AND MONTGOMERY COUNTY
 AA2491'ROAD NO. 23 RIGHT AT A CAUTION LIGHT IN SNOWDOUN, TURN LEFT ON
 AA2491'MONTGOMERY COUNTY ROAD NO. 61 AND DRIVE EAST FOR 0.10 MI (0.16 KM) TO
 AA2491'MONTGOMERY COUNTY ROAD NO. 18 ON THE LEFT, TURN LEFT ON MONTGOMERY
 AA2491'COUNTY ROAD NO. 18 AND DRIVE NORTHEAST AND EAST FOR 2.30 MI (3.70 KM)
 AA2491'TO THE STATION ON THE LEFT. THE STATION IS LOCATED AT A HIGH VOLTAGE
 AA2491'POWER LINE CROSSING, 3.0 FT (0.9 M) SOUTH OF A THREE STRAND BARBED
 AA2491'WIRE FENCE ON OLD WOOD POSTS, 15.7 FT (4.8 M) WEST 0F THE WEST END OF
 AA2491'A WOOD GATE, 17.3 FT (5.3 M) EAST OF THE EAST POST OF A METAL GATE,
 AA2491'17.5 FT (5.3 M) WEST-NORTHWEST OF THE WEST END OF A FIFTEEN-INCH
 AA2491'CORREGATED METAL PIPE UNDER A GRAVEL FIELD ROAD, 36.2 FT (11.0 M)
 AA2491'NORTH OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 18, 46.2 FT
 AA2491'(14.1 M) EAST OF A FENCE JUNCTION, 49.4 FT (15.1 M) WEST OF THE CENTER
 AA2491'OF A PLASTIC WATER METER BOX, 75.5 FT (23.0 M) NORTH OF THE EAST POST
 AA2491'OF A METAL GATE ACROSS THE ROAD, 78.3 FT (23.9 M) NORTH-NORTHEAST OF
 AA2491'THE WEST POST OF A METAL GATE ACROSS THE ROAD, 3.2 FT (1.0 M) SOUTH OF
 AA2491'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-43
 AA2491'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2492 ***********************************************************************
 AA2492  DESIGNATION -  51 45
 AA2492  PID         -  AA2492
 AA2492  STATE/COUNTY-  AL/MONTGOMERY
 AA2492  USGS QUAD   -  BARACHIAS (1987)
 AA2492
 AA2492                         *CURRENT SURVEY CONTROL
 AA2492  ___________________________________________________________________
 AA2492* NAD 83(1992)-  32 16 10.42501(N)    086 09 01.85490(W)     ADJUSTED  
 AA2492* NAVD 88     -        68.5    (meters)     225.     (feet)  VERTCON   
 AA2492  ___________________________________________________________________
 AA2492  X           -     362,411.188 (meters)                     COMP
 AA2492  Y           -  -5,386,013.902 (meters)                     COMP
 AA2492  Z           -   3,385,765.323 (meters)                     COMP
 AA2492  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA2492  ELLIP HEIGHT-          40.76  (meters)          (07/29/02) GPS OBS
 AA2492  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AA2492
 AA2492  HORZ ORDER  -  FIRST
 AA2492  ELLP ORDER  -  FOURTH    CLASS I
 AA2492
 AA2492.The horizontal coordinates were established by GPS observations
 AA2492.and adjusted by the National Geodetic Survey in November 1994..
 AA2492
 AA2492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2492
 AA2492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2492
 AA2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2492
 AA2492.The ellipsoidal height was determined by GPS observations
 AA2492.and is referenced to NAD 83.
 AA2492
 AA2492.The geoid height was determined by GEOID03.
 AA2492
 AA2492;                    North         East     Units Scale Factor Converg.
 AA2492;SPC AL E     -   196,238.577   170,117.632   MT  0.99997101   -0 10 09.6
 AA2492;UTM  16      - 3,570,631.962   580,004.006   MT  0.99967893   +0 27 12.8
 AA2492
 AA2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2492!SPC AL E     -   0.99999360  x   0.99997101  =   0.99996461
 AA2492!UTM  16      -   0.99999360  x   0.99967893  =   0.99967253
 AA2492
 AA2492:                Primary Azimuth Mark                     Grid Az
 AA2492:SPC AL E     -  51 46                                    060 47 17.7
 AA2492:UTM  16      -  51 46                                    060 09 55.3
 AA2492
 AA2492|---------------------------------------------------------------------|
 AA2492| PID    Reference Object                     Distance      Geod. Az  |
 AA2492|                                                           dddmmss.s |
 AA2492| AA2493 51 46                               APPROX. 0.5 KM 0603708.1 |
 AA2492|---------------------------------------------------------------------|
 AA2492
 AA2492                          SUPERSEDED SURVEY CONTROL
 AA2492
 AA2492  ELLIP H (11/30/94)   40.84   (m)                       GP(       ) 4 1
 AA2492  NGVD 29 (11/30/94)   68.5    (m)          225.     (f) GPS OBS        
 AA2492
 AA2492.Superseded values are not recommended for survey control.
 AA2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2492.See file dsdata.txt to determine how the superseded data were derived.
 AA2492
 AA2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8000470632(NAD 83)
 AA2492_MARKER: DD = SURVEY DISK
 AA2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2492_SP_SET: CONCRETE POST
 AA2492_STAMPING: 51-45 1992
 AA2492_MARK LOGO: ALHD  
 AA2492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2492+STABILITY: SURFACE MOTION
 AA2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2492+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA2492
 AA2492  HISTORY     - Date     Condition        Report By
 AA2492  HISTORY     - 1992     MONUMENTED       ALHD
 AA2492  HISTORY     - 19940226 GOOD             MSI
 AA2492
 AA2492                          STATION DESCRIPTION
 AA2492
 AA2492'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2492'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 AA2492'OF MONTGOMERY COUNTY ROAD NO. 40, ABOUT 2.90 MI (4.67 KM)
 AA2492'WEST-SOUTHWEST OF PIKE ROAD AND ABOUT 11.50 MI (18.51 KM) SOUTHEAST OF
 AA2492'MONTGOMERY. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82, U.S.
 AA2492'231 AND SOUTH BOULEVARD (MILE POST 159.30 ON U.S. 82 AND U.S. 231) IN
 AA2492'MONTGOMERY, DRIVE SOUTHEAST ON U.S. 82 AND U.S. 231 FOR 5.55 MI (8.93
 AA2492'KM) TO MILE POST 164.85 AND MONTGOMERY COUNTY ROAD NO. 40 ON THE LEFT,
 AA2492'TURN LEFT ON MONTGOMERY COUNTY ROAD NO. 40 AND DRIVE EAST FOR 1.45 MI
 AA2492'(2.33 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA2492'WEST-SOUTHWEST OF THE NORTH END POST OF A FIVE STRAND BARBED WIRE
 AA2492'FENCE, 3.2 FT (1.0 M) WEST OF A FIVE STRAND BARBED WIRE FENCE ON
 AA2492'TREATED WOOD POSTS, 43.0 FT (13.1 M) SOUTH-SOUTHEAST OF THE CENTERLINE
 AA2492'OF MONTGOMERY COUNTY ROAD NO. 40, 43.0 FT (13.1 M) EAST-NORTHEAST OF
 AA2492'THE CENTER OF A GRAVEL DRIVEWAY, 71.0 FT (21.6 M) SOUTH-SOUTHEAST OF
 AA2492'THE WEST END OF A THIRTY SIX BY TWENTY FOUR-INCH CORREGATED METAL PIPE
 AA2492'UNDER A GRAVEL DRIVEWAY ACROSS THE ROAD, 2.6 FT (0.8 M) WEST OF A
 AA2492'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-46
 AA2492'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2492
 AA2492                          STATION RECOVERY (1994)
 AA2492
 AA2492'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA2492'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 AA2492'OF MONTGOMERY COUNTY ROAD NO. 40, ABOUT 2.90 MI (4.67 KM) WEST -
 AA2492'SOUTHWEST OF PIKE ROAD AND ABOUT 11.50 MI (18.51 KM) SOUTHEAST OF
 AA2492'MONTGOMERY. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82, U.S.
 AA2492'231 AND SOUTH BOULEVARD (MILE POST 159.30 ON U.S. 82 AND U.S. 231) IN
 AA2492'MONTGOMERY, DRIVE SOUTHEAST ON U.S. 82 AND U.S. 231 5.55 MI (8.93 KM)
 AA2492'TO MILE POST 164.85 AND MONTGOMERY COUNTY ROAD NO. 40 ON THE LEFT,
 AA2492'TURN LEFT ON MONTGOMERY COUNTY ROAD NO. 40 AND DRIVE EAST 1.45 MI
 AA2492'(2.33 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA2492'WEST - SOUTHWEST OF THE NORTH END POST OF A FIVE STRAND BARBED WIRE
 AA2492'FENCE, 3.2 FT (1.0 M) WEST OF A FIVE STRAND BARBED WIRE FENCE ON
 AA2492'TREATED WOOD POSTS, 43.0 FT (13.1 M) SOUTH - SOUTHEAST OF THE
 AA2492'CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 40, 43.0 FT (13.1 M) EAST -
 AA2492'NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 71.0 FT (21.6 M) SOUTH -
 AA2492'SOUTHEAST OF THE WEST END OF A 36 BY 24 INCH CORRUGATED METAL PIPE
 AA2492'UNDER A GRAVEL DRIVEWAY ACROSS THE ROAD, 2.6 FT (0.8 M) WEST OF A
 AA2492'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2493 ***********************************************************************
 AA2493  DESIGNATION -  51 46
 AA2493  PID         -  AA2493
 AA2493  STATE/COUNTY-  AL/MONTGOMERY
 AA2493  USGS QUAD   -  BARACHIAS (1987)
 AA2493
 AA2493                         *CURRENT SURVEY CONTROL
 AA2493  ___________________________________________________________________
 AA2493* NAD 83(1992)-  32 16 18.45823(N)    086 08 45.06082(W)     ADJUSTED  
 AA2493* NAVD 88     -        75.1    (meters)     246.     (feet)  VERTCON   
 AA2493  ___________________________________________________________________
 AA2493  X           -     362,841.208 (meters)                     COMP
 AA2493  Y           -  -5,385,858.091 (meters)                     COMP
 AA2493  Z           -   3,385,978.054 (meters)                     COMP
 AA2493  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AA2493  ELLIP HEIGHT-          47.32  (meters)          (07/29/02) GPS OBS
 AA2493  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AA2493
 AA2493  HORZ ORDER  -  FIRST
 AA2493  ELLP ORDER  -  FOURTH    CLASS I
 AA2493
 AA2493.The horizontal coordinates were established by GPS observations
 AA2493.and adjusted by the National Geodetic Survey in November 1994..
 AA2493
 AA2493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2493
 AA2493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2493
 AA2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2493
 AA2493.The ellipsoidal height was determined by GPS observations
 AA2493.and is referenced to NAD 83.
 AA2493
 AA2493.The geoid height was determined by GEOID03.
 AA2493
 AA2493;                    North         East     Units Scale Factor Converg.
 AA2493;SPC AL E     -   196,484.728   170,557.856   MT  0.99997069   -0 10 00.7
 AA2493;UTM  16      - 3,570,882.811   580,441.400   MT  0.99967980   +0 27 21.9
 AA2493
 AA2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2493!SPC AL E     -   0.99999257  x   0.99997069  =   0.99996326
 AA2493!UTM  16      -   0.99999257  x   0.99967980  =   0.99967237
 AA2493
 AA2493:                Primary Azimuth Mark                     Grid Az
 AA2493:SPC AL E     -  51 45                                    240 47 17.8
 AA2493:UTM  16      -  51 45                                    240 09 55.2
 AA2493
 AA2493|---------------------------------------------------------------------|
 AA2493| PID    Reference Object                     Distance      Geod. Az  |
 AA2493|                                                           dddmmss.s |
 AA2493| AA2492 51 45                               APPROX. 0.5 KM 2403717.1 |
 AA2493|---------------------------------------------------------------------|
 AA2493
 AA2493                          SUPERSEDED SURVEY CONTROL
 AA2493
 AA2493  ELLIP H (11/30/94)   47.40   (m)                       GP(       ) 4 1
 AA2493  NGVD 29 (11/30/94)   75.0    (m)          246.     (f) GPS OBS        
 AA2493
 AA2493.Superseded values are not recommended for survey control.
 AA2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2493.See file dsdata.txt to determine how the superseded data were derived.
 AA2493
 AA2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8044170883(NAD 83)
 AA2493_MARKER: DD = SURVEY DISK
 AA2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2493_SP_SET: CONCRETE POST
 AA2493_STAMPING: 51-46 1992
 AA2493_MARK LOGO: ALHD  
 AA2493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2493+STABILITY: SURFACE MOTION
 AA2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2493+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2493
 AA2493  HISTORY     - Date     Condition        Report By
 AA2493  HISTORY     - 1992     MONUMENTED       ALHD
 AA2493
 AA2493                          STATION DESCRIPTION
 AA2493
 AA2493'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2493'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTH RIGHT OF WAY
 AA2493'OF MONTGOMERY COUNTY ROAD NO. 40, ABOUT 2.65 MI (4.26 KM)
 AA2493'WEST-SOUTHWEST OF PIKE ROAD AND ABOUT 11.60 MI (18.67 KM) SOUTHEAST OF
 AA2493'MONTGOMERY. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82, U.S.
 AA2493'231 AND SOUTH BOULEVARD (MILE POST 159.30 ON U.S. 82 AND U.S. 231) IN
 AA2493'MONTGOMERY, DRIVE SOUTHEAST ON U.S. 82 AND U.S. 231 FOR 5.55 MI (8.93
 AA2493'KM) TO MILE POST 164.85 AND MONTGOMERY COUNTY ROAD NO. 40 ON THE LEFT,
 AA2493'TURN LEFT ON MONTGOMERY COUNTY ROAD NO. 40 AND DRIVE EAST FOR 1.75 MI
 AA2493'(2.82 KM) TO THE STATION ON THE LEFT. THE STATION IS 33.0 FT (10.1 M)
 AA2493'EAST-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 35.5 FT (10.8 M)
 AA2493'NORTH-NORTHWEST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 40,
 AA2493'91.7 FT (28.0 M) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 38,
 AA2493'92.6 FT (28.2 M) EAST-NORTHEAST OF JUNCTION POWER POLE NO. 18, 118.0
 AA2493'FT (36.0 M) EAST-SOUTHEAST OF ANGLE POWER POLE NO. 11 72 8, 152.1 FT
 AA2493'(46.4 M) WEST-SOUTHWEST OF POWER POLE NO. 11 72 18 2, 2.3 FT (0.7 M)
 AA2493'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2493'STATION 51-45 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2494 ***********************************************************************
 AA2494  DESIGNATION -  51 47
 AA2494  PID         -  AA2494
 AA2494  STATE/COUNTY-  AL/MONTGOMERY
 AA2494  USGS QUAD   -  MOUNT MEIGS (1987)
 AA2494
 AA2494                         *CURRENT SURVEY CONTROL
 AA2494  ___________________________________________________________________
 AA2494* NAD 83(1992)-  32 18 25.61476(N)    086 02 53.06337(W)     ADJUSTED  
 AA2494* NAVD 88     -        78.2    (meters)     257.     (feet)  VERTCON   
 AA2494  ___________________________________________________________________
 AA2494  X           -     371,887.782 (meters)                     COMP
 AA2494  Y           -  -5,383,146.165 (meters)                     COMP
 AA2494  Z           -   3,389,290.818 (meters)                     COMP
 AA2494  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AA2494  ELLIP HEIGHT-          50.31  (meters)          (07/29/02) GPS OBS
 AA2494  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA2494
 AA2494  HORZ ORDER  -  FIRST
 AA2494  ELLP ORDER  -  FOURTH    CLASS I
 AA2494
 AA2494.The horizontal coordinates were established by GPS observations
 AA2494.and adjusted by the National Geodetic Survey in November 1994..
 AA2494
 AA2494.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2494
 AA2494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2494
 AA2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2494
 AA2494.The ellipsoidal height was determined by GPS observations
 AA2494.and is referenced to NAD 83.
 AA2494
 AA2494.The geoid height was determined by GEOID03.
 AA2494
 AA2494;                    North         East     Units Scale Factor Converg.
 AA2494;SPC AL E     -   200,378.793   179,777.276   MT  0.99996504   -0 06 53.2
 AA2494;UTM  16      - 3,574,875.821   589,615.360   MT  0.99969903   +0 30 31.7
 AA2494
 AA2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2494!SPC AL E     -   0.99999210  x   0.99996504  =   0.99995714
 AA2494!UTM  16      -   0.99999210  x   0.99969903  =   0.99969113
 AA2494
 AA2494:                Primary Azimuth Mark                     Grid Az
 AA2494:SPC AL E     -  T 52 M 18                                203 36 40.1
 AA2494:UTM  16      -  T 52 M 18                                202 59 15.2
 AA2494
 AA2494|---------------------------------------------------------------------|
 AA2494| PID    Reference Object                     Distance      Geod. Az  |
 AA2494|                                                           dddmmss.s |
 AA2494| AA2572 T 52 M 18                           489.402 METERS 2032946.9 |
 AA2494|---------------------------------------------------------------------|
 AA2494
 AA2494                          SUPERSEDED SURVEY CONTROL
 AA2494
 AA2494  ELLIP H (11/30/94)   50.41   (m)                       GP(       ) 4 1
 AA2494  NGVD 29 (11/30/94)   78.1    (m)          256.     (f) GPS OBS        
 AA2494
 AA2494.Superseded values are not recommended for survey control.
 AA2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2494.See file dsdata.txt to determine how the superseded data were derived.
 AA2494
 AA2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8961574876(NAD 83)
 AA2494_MARKER: DD = SURVEY DISK
 AA2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2494_SP_SET: CONCRETE POST
 AA2494_STAMPING: 51-47 1992
 AA2494_MARK LOGO: ALHD  
 AA2494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2494+STABILITY: SURFACE MOTION
 AA2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2494+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2494
 AA2494  HISTORY     - Date     Condition        Report By
 AA2494  HISTORY     - 1992     MONUMENTED       ALHD
 AA2494
 AA2494                          STATION DESCRIPTION
 AA2494
 AA2494'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2494'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 AA2494'OF MONTGOMERY COUNTY ROAD NO. 083, ABOUT 2.30 MI (3.70 KM) WEST OF
 AA2494'CECIL AND ABOUT 4.05 MI (6.52 KM) SOUTH OF WAUGH. TO REACH THE STATION
 AA2494'FROM EXIT 9 ON I-85 (MILE POST 4.95 ON ALA 271), DRIVE SOUTH ON ALA
 AA2494'271 FOR 1.70 MI (2.74 KM) TO ALA 110 ON THE LEFT AT A TRAFFIC LIGHT,
 AA2494'(MILE POST 3.25 ON ALA 271 AND MILE POST 8.20 ON ALA 110), TURN LEFT
 AA2494'ON ALA 110 AND DRIVE EAST, SOUTHEAST, AND SOUTH FOR 9.15 MI (14.73 KM)
 AA2494'TO MILE POST 17.35 AND AN INTERSECTION WITH ALA 110 ON THE LEFT AND
 AA2494'MONTGOMERY COUNTY ROAD NO. 083 AHEAD, CONTINUE AHEAD ON MONTGOMERY
 AA2494'COUNTY ROAD NO. 083 AND DRIVE SOUTH FOR 0.55 MI (0.89 KM) TO THE
 AA2494'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR
 AA2494'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 35.1 FT (10.7 M)
 AA2494'SOUTH-SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER, 36.1 FT (11.0 M)
 AA2494'SOUTH-SOUTHWEST OF THE SOUTH ONE OF TWO CONNECTED POSTS IN THE FENCE
 AA2494'LINE, 37.0 FT (11.3 M) EAST OF THE CENTERLINE OF MONTGOMERY COUNTY
 AA2494'ROAD NO. 083, 94.2 FT (28.7 M) SOUTH-SOUTHWEST OF JUNCTION POWER POLE
 AA2494'NO. 79 3, 127.6 FT (38.9 M) NORTHEAST OF A FENCE CORNER ACROSS THE
 AA2494'ROAD, 163.6 FT (49.9 M) NORTH OF A POWER POLE, 2.9 FT (0.9 M) WEST OF
 AA2494'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. AGS MARK T 52
 AA2494'M (170.6 FT) 18 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2495 ***********************************************************************
 AA2495  DESIGNATION -  51 48
 AA2495  PID         -  AA2495
 AA2495  STATE/COUNTY-  AL/MONTGOMERY
 AA2495  USGS QUAD   -  BARACHIAS (1987)
 AA2495
 AA2495                         *CURRENT SURVEY CONTROL
 AA2495  ___________________________________________________________________
 AA2495* NAD 83(1992)-  32 19 21.70934(N)    086 08 41.93118(W)     ADJUSTED  
 AA2495* NAVD 88     -        78.9    (meters)     259.     (feet)  VERTCON   
 AA2495  ___________________________________________________________________
 AA2495  X           -     362,720.361 (meters)                     COMP
 AA2495  Y           -  -5,382,846.452 (meters)                     COMP
 AA2495  Z           -   3,390,751.501 (meters)                     COMP
 AA2495  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 AA2495  ELLIP HEIGHT-          51.02  (meters)          (07/29/02) GPS OBS
 AA2495  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA2495
 AA2495  HORZ ORDER  -  FIRST
 AA2495  ELLP ORDER  -  FOURTH    CLASS I
 AA2495
 AA2495.The horizontal coordinates were established by GPS observations
 AA2495.and adjusted by the National Geodetic Survey in November 1994..
 AA2495
 AA2495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2495
 AA2495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2495
 AA2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2495
 AA2495.The ellipsoidal height was determined by GPS observations
 AA2495.and is referenced to NAD 83.
 AA2495
 AA2495.The geoid height was determined by GEOID03.
 AA2495
 AA2495;                    North         East     Units Scale Factor Converg.
 AA2495;SPC AL E     -   202,129.046   170,656.162   MT  0.99997061   -0 09 59.9
 AA2495;UTM  16      - 3,576,526.224   580,478.279   MT  0.99967987   +0 27 25.9
 AA2495
 AA2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2495!SPC AL E     -   0.99999199  x   0.99997061  =   0.99996260
 AA2495!UTM  16      -   0.99999199  x   0.99967987  =   0.99967186
 AA2495
 AA2495                          SUPERSEDED SURVEY CONTROL
 AA2495
 AA2495  ELLIP H (11/30/94)   51.10   (m)                       GP(       ) 4 1
 AA2495  NGVD 29 (11/30/94)   78.9    (m)          259.     (f) GPS OBS        
 AA2495
 AA2495.Superseded values are not recommended for survey control.
 AA2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2495.See file dsdata.txt to determine how the superseded data were derived.
 AA2495
 AA2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8047876526(NAD 83)
 AA2495_MARKER: DD = SURVEY DISK
 AA2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2495_SP_SET: CONCRETE POST
 AA2495_STAMPING: 51-48 1992
 AA2495_MARK LOGO: ALHD  
 AA2495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2495+STABILITY: SURFACE MOTION
 AA2495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2495+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2495
 AA2495  HISTORY     - Date     Condition        Report By
 AA2495  HISTORY     - 1992     MONUMENTED       ALHD
 AA2495
 AA2495                          STATION DESCRIPTION
 AA2495
 AA2495'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2495'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTHEAST RIGHT OF
 AA2495'WAY OF MONTGOMERY COUNTY ROAD NO. 75, ABOUT 6.30 MI (10.14 KM)
 AA2495'WEST-SOUTHWEST OF WAUGH AND ABOUT 9.85 MI (15.85 KM) EAST-SOUTHEAST OF
 AA2495'MONTGOMERY. TO REACH THE STATION FROM EXIT 9 ON I-85 (MILE POST 4.95
 AA2495'ON ALA 271), DRIVE SOUTH ON ALA 271 FOR 1.70 MI (2.74 KM) TO ALA 110
 AA2495'ON THE LEFT AT A TRAFFIC LIGHT, (MILE POST 3.25 ON ALA 271 AND MILE
 AA2495'POST 8.20 ON ALA 110), TURN LEFT ON ALA 110 AND DRIVE EAST FOR 1.05 MI
 AA2495'(1.69 KM) TO MILE POST 9.25 AND MONTGOMERY COUNTY ROAD NO. 75 ON THE
 AA2495'RIGHT, TURN RIGHT ON MONTGOMERY COUNTY ROAD NO. 75 AND DRIVE SOUTHEAST
 AA2495'FOR 1.55 MI (2.49 KM) TO THE STATION ON THE LEFT. THE STATION IS 4.1
 AA2495'FT (1.2 M) SOUTHWEST OF A THREE STRAND BARBED WIRE FENCE ON OLD
 AA2495'TREATED WOOD POSTS, 36.2 FT (11.0 M) NORTHEAST OF THE CENTERLINE OF
 AA2495'MONTGOMERY COUNTY ROAD NO. 75, 129.0 FT (39.3 M) SOUTHEAST OF
 AA2495'TELEPHONE CABLE PEDESTAL NO. PED 9, 155.6 FT (47.4 M) SOUTHEAST OF A
 AA2495'TELEPHONE SERVICE POLE, 231.0 FT (70.4 M) NORTHWEST OF THE NORTHWEST
 AA2495'ONE OF TWO CONNECTED POSTS IN THE FENCE LINE, 3.9 FT (1.2 M) SOUTHWEST
 AA2495'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2495'51-49 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2496 ***********************************************************************
 AA2496  DESIGNATION -  51 49
 AA2496  PID         -  AA2496
 AA2496  STATE/COUNTY-  AL/MONTGOMERY
 AA2496  USGS QUAD   -  BARACHIAS (1987)
 AA2496
 AA2496                         *CURRENT SURVEY CONTROL
 AA2496  ___________________________________________________________________
 AA2496* NAD 83(1992)-  32 19 59.93030(N)    086 09 30.19355(W)     ADJUSTED  
 AA2496* NAVD 88     -        83.5    (meters)     274.     (feet)  VERTCON   
 AA2496  ___________________________________________________________________
 AA2496  X           -     361,418.932 (meters)                     COMP
 AA2496  Y           -  -5,382,306.803 (meters)                     COMP
 AA2496  Z           -   3,391,748.784 (meters)                     COMP
 AA2496  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AA2496  ELLIP HEIGHT-          55.55  (meters)          (07/29/02) GPS OBS
 AA2496  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AA2496
 AA2496  HORZ ORDER  -  FIRST
 AA2496  ELLP ORDER  -  FOURTH    CLASS I
 AA2496
 AA2496.The horizontal coordinates were established by GPS observations
 AA2496.and adjusted by the National Geodetic Survey in November 1994..
 AA2496
 AA2496.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2496.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2496
 AA2496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2496
 AA2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2496
 AA2496.The ellipsoidal height was determined by GPS observations
 AA2496.and is referenced to NAD 83.
 AA2496
 AA2496.The geoid height was determined by GEOID03.
 AA2496
 AA2496;                    North         East     Units Scale Factor Converg.
 AA2496;SPC AL E     -   203,310.096   169,397.437   MT  0.99997154   -0 10 25.9
 AA2496;UTM  16      - 3,577,693.156   579,207.140   MT  0.99967736   +0 27 00.6
 AA2496
 AA2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2496!SPC AL E     -   0.99999128  x   0.99997154  =   0.99996282
 AA2496!UTM  16      -   0.99999128  x   0.99967736  =   0.99966864
 AA2496
 AA2496                          SUPERSEDED SURVEY CONTROL
 AA2496
 AA2496  ELLIP H (11/30/94)   55.63   (m)                       GP(       ) 4 1
 AA2496  NGVD 29 (11/30/94)   83.5    (m)          274.     (f) GPS OBS        
 AA2496
 AA2496.Superseded values are not recommended for survey control.
 AA2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2496.See file dsdata.txt to determine how the superseded data were derived.
 AA2496
 AA2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7920777693(NAD 83)
 AA2496_MARKER: DD = SURVEY DISK
 AA2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2496_SP_SET: CONCRETE POST
 AA2496_STAMPING: 51-49 1992
 AA2496_MARK LOGO: ALHD  
 AA2496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2496+STABILITY: SURFACE MOTION
 AA2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2496+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2496
 AA2496  HISTORY     - Date     Condition        Report By
 AA2496  HISTORY     - 1992     MONUMENTED       ALHD
 AA2496
 AA2496                          STATION DESCRIPTION
 AA2496
 AA2496'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2496'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTHWEST RIGHT OF
 AA2496'WAY OF MONTGOMERY COUNTY ROAD NO. 75, ABOUT 6.80 MI (10.94 KM)
 AA2496'WEST-SOUTHWEST OF WAUGH AND ABOUT 8.80 MI (14.16 KM) EAST-SOUTHEAST OF
 AA2496'MONTGOMERY. TO REACH THE STATION FROM EXIT 9 ON I-85 (MILE POST 4.95
 AA2496'ON ALA 271), DRIVE SOUTH ON ALA 271 FOR 1.70 MI (2.74 KM) TO ALA 110
 AA2496'ON THE LEFT AT A TRAFFIC LIGHT, (MILE POST 3.25 ON ALA 271 AND MILE
 AA2496'POST 8.20 ON ALA 110), TURN LEFT ON ALA 110 AND DRIVE EAST FOR 1.05 MI
 AA2496'(1.69 KM) TO MILE POST 9.25 AND MONTGOMERY COUNTY ROAD NO. 75 ON THE
 AA2496'RIGHT, TURN RIGHT ON MONTGOMERY COUNTY ROAD NO. 75 AND DRIVE SOUTHEAST
 AA2496'FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA2496'LOCATED IN FRONT OF TRINITY EVANGELICAL METHODIST CHURCH, 8.4 FT (2.6
 AA2496'M) NORTHWEST OF THE CENTER OF A PLASTIC WATER METER BOX, 11.4 FT (3.5
 AA2496'M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. P 81 S 6, 11.6 FT (3.5 M)
 AA2496'SOUTHEAST OF A NATURAL GAS REGULATOR, 11.7 FT (3.6 M) NORTHEAST AND IN
 AA2496'LINE WITH A TRINITY EVANGELICAL METHODIST CHURCH SIGN, 38.1 FT (11.6
 AA2496'M) SOUTHWEST OF THE CENTERLINE OF MONTGOMERY COUNTY ROAD NO. 75 AND
 AA2496'THE CENTER OF THE INTERSECTION OF WISDOMWOOD ROAD, 81.2 FT (24.7 M)
 AA2496'NORTH OF THE NORTHEAST CORNER OF A CONCRETE PARKING AREA, 118.7 FT
 AA2496'(36.2 M) NORTHEAST OF THE NORTHEAST CORNER OF THE STUCCO CHURCH
 AA2496'BUILDING, 128.5 FT (39.2 M) NORTH OF THE SOUTHEAST CORNER OF THE
 AA2496'STUCCO CHURCH BUILDING, 11.0 FT (3.4 M) NORTHEAST OF A CARSONITE
 AA2496'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 51-48 1992 MAY BE
 AA2496'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3177 ***********************************************************************
 CN3177  DESIGNATION -  51 5
 CN3177  PID         -  CN3177
 CN3177  STATE/COUNTY-  AL/MONTGOMERY
 CN3177  USGS QUAD   -  PINE LEVEL (1971)
 CN3177
 CN3177                         *CURRENT SURVEY CONTROL
 CN3177  ___________________________________________________________________
 CN3177* NAD 83(1992)-  32 03 49.85928(N)    086 03 18.50169(W)     ADJUSTED  
 CN3177* NAVD 88     -       147.7    (meters)     485.     (feet)  GPS OBS   
 CN3177  ___________________________________________________________________
 CN3177  X           -     372,216.516 (meters)                     COMP
 CN3177  Y           -  -5,397,586.350 (meters)                     COMP
 CN3177  Z           -   3,366,497.623 (meters)                     COMP
 CN3177  LAPLACE CORR-           0.40  (seconds)                    DEFLEC99
 CN3177  ELLIP HEIGHT-         120.53  (meters)          (08/29/05) GPS OBS
 CN3177  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CN3177
 CN3177  HORZ ORDER  -  A
 CN3177  ELLP ORDER  -  FOURTH    CLASS I
 CN3177
 CN3177.The horizontal coordinates were established by GPS observations
 CN3177.and adjusted by the National Geodetic Survey in August 2005..
 CN3177
 CN3177.The orthometric height was determined by GPS observations and a
 CN3177.high-resolution geoid model.
 CN3177
 CN3177.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3177
 CN3177.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3177
 CN3177.The ellipsoidal height was determined by GPS observations
 CN3177.and is referenced to NAD 83.
 CN3177
 CN3177.The geoid height was determined by GEOID03.
 CN3177
 CN3177;                    North         East     Units Scale Factor Converg.
 CN3177;SPC AL E     -   173,405.423   179,056.204   MT  0.99996541   -0 07 03.9
 CN3177;UTM  16      - 3,547,903.410   589,187.013   MT  0.99969809   +0 30 05.9
 CN3177
 CN3177!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3177!SPC AL E     -   0.99998108  x   0.99996541  =   0.99994649
 CN3177!UTM  16      -   0.99998108  x   0.99969809  =   0.99967917
 CN3177
 CN3177                          SUPERSEDED SURVEY CONTROL
 CN3177
 CN3177  ELLIP H (07/29/02)  120.43   (m)                       GP(       ) 4 1
 CN3177  NAD 83(1992)-  32 03 49.85952(N)    086 03 18.50332(W) AD(       ) 1
 CN3177  ELLIP H (12/04/92)  120.51   (m)                       GP(       ) 4 1
 CN3177  NAD 83(1986)-  32 03 49.86886(N)    086 03 18.50365(W) AD(       ) 1
 CN3177  NGVD 29 (12/04/92)  147.6    (m)          484.     (f) GPS OBS        
 CN3177
 CN3177.Superseded values are not recommended for survey control.
 CN3177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3177.See file dsdata.txt to determine how the superseded data were derived.
 CN3177
 CN3177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8918747903(NAD 83)
 CN3177_MARKER: DD = SURVEY DISK
 CN3177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3177_SP_SET: CONCRETE POST
 CN3177_STAMPING: 51-5 1991
 CN3177_MARK LOGO: ALHD  
 CN3177_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3177+STABILITY: SURFACE MOTION
 CN3177_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3177+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 CN3177
 CN3177  HISTORY     - Date     Condition        Report By
 CN3177  HISTORY     - 1991     MONUMENTED       ALHD
 CN3177  HISTORY     - 20040412 GOOD             ALHD
 CN3177  HISTORY     - 20040622 GOOD             LOCSUR
 CN3177
 CN3177                          STATION DESCRIPTION
 CN3177
 CN3177'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3177'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTHWEST RIGHT OF
 CN3177'WAY OF U.S. 231 IN PINE LEVEL, ABOUT 6.10 MI (9.82 KM) SOUTHWEST OF
 CN3177'DOWNING AND ABOUT 9.70 MI (15.61 KM) EAST OF RAMER.
 CN3177'TO REACH THE STATION FROM THE U.S. 29 UNDERPASS ON U.S. 231 (MILE POST
 CN3177'77.65 ON U.S. 231) IN TROY, DRIVE NORTH ON U.S. 231 FOR 18.80 MI
 CN3177'(30.25 KM) TO MILE POST 96.45, SCHOOL HOUSE ROAD ON THE LEFT, AND THE
 CN3177'STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 CN3177'THE STATION IS LOCATED IN FRONT OF SYKES AND KOHNS COUNTRY MALL IN
 CN3177'PINE LEVEL, 23.2 FT (7.1 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER
 CN3177'OF A CONCRETE DITCH FLUME, 51.2 FT (15.6 M) NORTH-NORTHWEST OF THE
 CN3177'EAST END OF THE EAST SIKES AND KOHNS COUNTRY MALL BILLBOARD, 52.4 FT
 CN3177'(16.0 M) NORTHWEST OF A STEEL POST, 55.0 FT (16.8 M) SOUTH OF A
 CN3177'SCHOOL HOUSE RD - HIGHWAY 231 SIGN, 56.4 FT (17.2 M) WEST-SOUTHWEST
 CN3177'OF A JUNCTION MONTGOMERY COUNTY ROAD NO. 101 SIGN, 70.3 FT (21.4 M)
 CN3177'SOUTH OF THE CENTERLINE OF SCHOOL HOUSE ROAD, 72.6 FT (22.1 M)
 CN3177'EAST-SOUTHEAST OF THE JUNCTION OF THE EAST EDGE OF THE CONCRETE
 CN3177'PARKING LOT AND THE SOUTH EDGE OF THE CONCRETE FLUME, 76.1 FT
 CN3177'(23.2 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S.
 CN3177'231, 102.2 FT (31.2 M) NORTHEAST OF A TRANSFORMER AND LIGHT POLE, AND
 CN3177'SET FLUSH WITH THE GROUND.
 CN3177'STATION 51-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3177
 CN3177                          STATION RECOVERY (2004)
 CN3177
 CN3177'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CN3177'RECOVERED IN GOOD CONDITION.
 CN3177
 CN3177                          STATION RECOVERY (2004)
 CN3177
 CN3177'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (SR)
 CN3177'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2497 ***********************************************************************
 AA2497  DESIGNATION -  51 50
 AA2497  PID         -  AA2497
 AA2497  STATE/COUNTY-  AL/MONTGOMERY
 AA2497  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA2497
 AA2497                         *CURRENT SURVEY CONTROL
 AA2497  ___________________________________________________________________
 AA2497* NAD 83(1992)-  32 19 38.60407(N)    086 15 50.12103(W)     ADJUSTED  
 AA2497* NAVD 88     -        72.4    (meters)     238.     (feet)  VERTCON   
 AA2497  ___________________________________________________________________
 AA2497  X           -     351,526.721 (meters)                     COMP
 AA2497  Y           -  -5,383,304.646 (meters)                     COMP
 AA2497  Z           -   3,391,187.785 (meters)                     COMP
 AA2497  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA2497  ELLIP HEIGHT-          44.50  (meters)          (07/29/02) GPS OBS
 AA2497  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AA2497
 AA2497  HORZ ORDER  -  FIRST
 AA2497  ELLP ORDER  -  FOURTH    CLASS I
 AA2497
 AA2497.The horizontal coordinates were established by GPS observations
 AA2497.and adjusted by the National Geodetic Survey in November 1994..
 AA2497
 AA2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2497
 AA2497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2497
 AA2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2497
 AA2497.The ellipsoidal height was determined by GPS observations
 AA2497.and is referenced to NAD 83.
 AA2497
 AA2497.The geoid height was determined by GEOID03.
 AA2497
 AA2497;                    North         East     Units Scale Factor Converg.
 AA2497;SPC AL E     -   202,688.235   159,458.973   MT  0.99998026   -0 13 48.9
 AA2497;UTM  16      - 3,576,963.328   569,279.092   MT  0.99965919   +0 23 37.1
 AA2497
 AA2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2497!SPC AL E     -   0.99999301  x   0.99998026  =   0.99997327
 AA2497!UTM  16      -   0.99999301  x   0.99965919  =   0.99965221
 AA2497
 AA2497                          SUPERSEDED SURVEY CONTROL
 AA2497
 AA2497  ELLIP H (11/30/94)   44.57   (m)                       GP(       ) 4 1
 AA2497  NGVD 29 (11/30/94)   72.4    (m)          238.     (f) GPS OBS        
 AA2497
 AA2497.Superseded values are not recommended for survey control.
 AA2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2497.See file dsdata.txt to determine how the superseded data were derived.
 AA2497
 AA2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6927976963(NAD 83)
 AA2497_MARKER: DD = SURVEY DISK
 AA2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2497_SP_SET: CONCRETE POST
 AA2497_STAMPING: 51-50 1992
 AA2497_MARK LOGO: ALHD  
 AA2497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2497+STABILITY: SURFACE MOTION
 AA2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2497+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2497
 AA2497  HISTORY     - Date     Condition        Report By
 AA2497  HISTORY     - 1992     MONUMENTED       ALHD
 AA2497
 AA2497                          STATION DESCRIPTION
 AA2497
 AA2497'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2497'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTH RIGHT OF WAY
 AA2497'OF SOUTH BOULEVARD IN MONTGOMERY. TO REACH THE STATION FROM EXIT 168
 AA2497'ON I-65 (MILE POST 153.80 ON SOUTH BOULEVARD) IN MONTGOMERY, DRIVE
 AA2497'EAST ON SOUTH BOULEVARD FOR 4.20 MI (6.76 KM) TO MILE POST 158.00 AND
 AA2497'THE STATION ON THE LEFT. THE STATION IS LOCATED BETWEEN THE WEST END
 AA2497'OF A K-MART PARKING LOT AND SOUTH BOULEVARD, 25.5 FT (7.8 M) SOUTH OF
 AA2497'THE SOUTH CONCRETE CURB OF THE K-MART PARKING LOT, 38.0 FT (11.6 M)
 AA2497'NORTHEAST OF THE NORTHEAST CORNER OF THE EAST HEADWALL OF A
 AA2497'FIFTEEN-INCH CONCRETE PIPE UNDER THE ENTRANCE TO AMSOUTH BANK, 45.9 FT
 AA2497'(14.0 M) EAST-NORTHEAST OF THE EAST CONCRETE CURB OF THE PAVED
 AA2497'ENTRANCE TO AMSOUTH BANK, 70.0 FT (21.3 M) NORTH OF THE CENTERLINE OF
 AA2497'THE WEST BOUND LANES OF SOUTH BOULEVARD, 151.5 FT (46.2 M) WEST OF A
 AA2497'THIRTY SIX-INCH CONCRETE POWER LINE GUY POLE, 175.0 FT (53.3 M)
 AA2497'SOUTHEAST OF THE SOUTHEAST CORNER OF THE BRICK AMSOUTH BANK BUILDING,
 AA2497'2.3 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2497'THE GROUND. STATION 51-51 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2497'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2498 ***********************************************************************
 AA2498  DESIGNATION -  51 51
 AA2498  PID         -  AA2498
 AA2498  STATE/COUNTY-  AL/MONTGOMERY
 AA2498  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA2498
 AA2498                         *CURRENT SURVEY CONTROL
 AA2498  ___________________________________________________________________
 AA2498* NAD 83(1992)-  32 19 36.90384(N)    086 15 24.81907(W)     ADJUSTED  
 AA2498* NAVD 88     -        65.8    (meters)     216.     (feet)  VERTCON   
 AA2498  ___________________________________________________________________
 AA2498  X           -     352,188.536 (meters)                     COMP
 AA2498  Y           -  -5,383,283.833 (meters)                     COMP
 AA2498  Z           -   3,391,139.978 (meters)                     COMP
 AA2498  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA2498  ELLIP HEIGHT-          37.86  (meters)          (07/29/02) GPS OBS
 AA2498  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AA2498
 AA2498  HORZ ORDER  -  FIRST
 AA2498  ELLP ORDER  -  FOURTH    CLASS I
 AA2498
 AA2498.The horizontal coordinates were established by GPS observations
 AA2498.and adjusted by the National Geodetic Survey in November 1994..
 AA2498
 AA2498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2498
 AA2498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2498
 AA2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2498
 AA2498.The ellipsoidal height was determined by GPS observations
 AA2498.and is referenced to NAD 83.
 AA2498
 AA2498.The geoid height was determined by GEOID03.
 AA2498
 AA2498;                    North         East     Units Scale Factor Converg.
 AA2498;SPC AL E     -   202,633.226   160,120.505   MT  0.99997960   -0 13 35.4
 AA2498;UTM  16      - 3,576,915.540   569,940.972   MT  0.99966032   +0 23 50.6
 AA2498
 AA2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2498!SPC AL E     -   0.99999406  x   0.99997960  =   0.99997366
 AA2498!UTM  16      -   0.99999406  x   0.99966032  =   0.99965438
 AA2498
 AA2498                          SUPERSEDED SURVEY CONTROL
 AA2498
 AA2498  ELLIP H (11/30/94)   37.94   (m)                       GP(       ) 4 1
 AA2498  NGVD 29 (11/30/94)   65.7    (m)          216.     (f) GPS OBS        
 AA2498
 AA2498.Superseded values are not recommended for survey control.
 AA2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2498.See file dsdata.txt to determine how the superseded data were derived.
 AA2498
 AA2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6994176916(NAD 83)
 AA2498_MARKER: DD = SURVEY DISK
 AA2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2498_SP_SET: CONCRETE POST
 AA2498_STAMPING: 51-51 1992
 AA2498_MARK LOGO: ALHD  
 AA2498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2498+STABILITY: SURFACE MOTION
 AA2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2498+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2498
 AA2498  HISTORY     - Date     Condition        Report By
 AA2498  HISTORY     - 1992     MONUMENTED       ALHD
 AA2498
 AA2498                          STATION DESCRIPTION
 AA2498
 AA2498'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2498'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 AA2498'OF SOUTH BOULEVARD IN MONTGOMERY. TO REACH THE STATION FROM EXIT 168
 AA2498'ON I-65 (MILE POST 153.80 ON SOUTH BOULEVARD) IN MONTGOMERY, DRIVE
 AA2498'EAST ON SOUTH BOULEVARD FOR 4.65 MI (7.48 KM) TO MILE POST 158.45 AND
 AA2498'THE STATION ON THE RIGHT. THE STATION IS LOCATED IN FRONT OF 2530
 AA2498'SOUTH BOULEVARD, 7.1 FT (2.2 M) NORTHEAST OF A NATURAL GAS VALVE, 19.2
 AA2498'FT (5.9 M) NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE BLOCK SIGN,
 AA2498'37.0 FT (11.3 M) SOUTH OF THE SOUTH CONCRETE CURB OF SOUTH BOULEVARD,
 AA2498'40.0 FT (12.2 M) NORTH-NORTHWEST OF A FLAG POLE, 53.8 FT (16.4 M)
 AA2498'EAST-NORTHEAST OF A GREEN GAS LINE VENT PIPE, 53.9 FT (16.4 M)
 AA2498'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE GAS REGULATOR
 AA2498'BOX, 61.2 FT (18.7 M) SOUTH OF THE CENTERLINE OF THE EAST BOUND LANES
 AA2498'OF SOUTH BOULEVARD, 62.1 FT (18.9 M) NORTH OF THE NORTH EDGE OF A
 AA2498'PAVED PARKING AREA, 73.2 FT (22.3 M) EAST-SOUTHEAST OF THE SOUTHEAST
 AA2498'CORNER OF A CONCRETE DROP INLET, 89.7 FT (27.3 M) WEST-SOUTHWEST OF
 AA2498'THE SOUTHWEST CORNER OF A CONCRETE DROP INLET, 115.0 FT (35.1 M) EAST
 AA2498'OF THE CENTER OF THE WEST PAVED DRIVEWAY, 130.0 FT (39.6 M) WEST OF
 AA2498'THE CENTER OF THE EAST PAVED DRIVEWAY, 139.9 FT (42.6 M) NORTHEAST OF
 AA2498'THE NORTHWEST CORNER OF THE BRICK AND CONCRETE BUILDING, 154.1 FT
 AA2498'(47.0 M) NORTHWEST OF THE NORTHEAST CORNER OF THE BRICK AND CONCRETE
 AA2498'BUILDING, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA2498'FLUSH WITH THE GROUND. STATION 51-50 1992 MAY BE USED AS AN AZIMUTH
 AA2498'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2499 ***********************************************************************
 AA2499  DESIGNATION -  51 52
 AA2499  PID         -  AA2499
 AA2499  STATE/COUNTY-  AL/MONTGOMERY
 AA2499  USGS QUAD   -  MOUNT MEIGS (1987)
 AA2499
 AA2499                         *CURRENT SURVEY CONTROL
 AA2499  ___________________________________________________________________
 AA2499* NAD 83(1992)-  32 22 07.45472(N)    086 01 43.05696(W)     ADJUSTED  
 AA2499* NAVD 88     -        71.1    (meters)     233.     (feet)  VERTCON   
 AA2499  ___________________________________________________________________
 AA2499  X           -     373,461.217 (meters)                     COMP
 AA2499  Y           -  -5,379,366.955 (meters)                     COMP
 AA2499  Z           -   3,395,060.607 (meters)                     COMP
 AA2499  LAPLACE CORR-          -0.15  (seconds)                    DEFLEC99
 AA2499  ELLIP HEIGHT-          43.03  (meters)          (07/29/02) GPS OBS
 AA2499  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AA2499
 AA2499  HORZ ORDER  -  FIRST
 AA2499  ELLP ORDER  -  FOURTH    CLASS I
 AA2499
 AA2499.The horizontal coordinates were established by GPS observations
 AA2499.and adjusted by the National Geodetic Survey in November 1994..
 AA2499
 AA2499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2499
 AA2499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2499
 AA2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2499
 AA2499.The ellipsoidal height was determined by GPS observations
 AA2499.and is referenced to NAD 83.
 AA2499
 AA2499.The geoid height was determined by GEOID03.
 AA2499
 AA2499;                    North         East     Units Scale Factor Converg.
 AA2499;SPC AL E     -   207,208.491   181,621.050   MT  0.99996416   -0 06 16.4
 AA2499;UTM  16      - 3,581,723.391   591,384.167   MT  0.99970298   +0 31 12.3
 AA2499
 AA2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2499!SPC AL E     -   0.99999324  x   0.99996416  =   0.99995740
 AA2499!UTM  16      -   0.99999324  x   0.99970298  =   0.99969623
 AA2499
 AA2499:                Primary Azimuth Mark                     Grid Az
 AA2499:SPC AL E     -  51 53                                    086 05 36.9
 AA2499:UTM  16      -  51 53                                    085 28 08.2
 AA2499
 AA2499|---------------------------------------------------------------------|
 AA2499| PID    Reference Object                     Distance      Geod. Az  |
 AA2499|                                                           dddmmss.s |
 AA2499| AA2500 51 53                               451.767 METERS 0855920.5 |
 AA2499|---------------------------------------------------------------------|
 AA2499
 AA2499                          SUPERSEDED SURVEY CONTROL
 AA2499
 AA2499  ELLIP H (11/30/94)   43.13   (m)                       GP(       ) 4 1
 AA2499  NGVD 29 (11/30/94)   71.1    (m)          233.     (f) GPS OBS        
 AA2499
 AA2499.Superseded values are not recommended for survey control.
 AA2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2499.See file dsdata.txt to determine how the superseded data were derived.
 AA2499
 AA2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9138481723(NAD 83)
 AA2499_MARKER: DD = SURVEY DISK
 AA2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2499_SP_SET: CONCRETE POST
 AA2499_STAMPING: 51-52 1992
 AA2499_MARK LOGO: ALHD  
 AA2499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2499+STABILITY: SURFACE MOTION
 AA2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2499+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA2499
 AA2499  HISTORY     - Date     Condition        Report By
 AA2499  HISTORY     - 1992     MONUMENTED       ALHD
 AA2499  HISTORY     - 19940226 GOOD             MSI
 AA2499
 AA2499                          STATION DESCRIPTION
 AA2499
 AA2499'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2499'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 AA2499'OF U.S. 80, ABOUT 1.10 MI (1.77 KM) EAST OF WAUGH AND ABOUT 4.75 MI
 AA2499'(7.64 KM) NORTH-NORTHWEST OF CECIL. TO REACH THE STATION FROM EXIT 16
 AA2499'ON I-85, DRIVE SOUTHEAST ON A PAVED ROAD FOR 0.15 MI (0.24 KM) TO A
 AA2499'T-INTERSECTION WITH U.S. 80 LEFT AND RIGHT (MILE POST 153.05 ON U.S.
 AA2499'80), TURN LEFT ON U.S. 80 AND DRIVE EAST FOR 1.45 MI (2.33 KM) TO MILE
 AA2499'POST 154.50 AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9
 AA2499'M) NORTH OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS,
 AA2499'36.0 FT (11.0 M) EAST OF A BURIED FIBER OPTIC CABLE WARNING SIGN, 77.7
 AA2499'FT (23.7 M) WEST OF THE WEST ONE OF TWO CONNECTED POSTS IN THE FENCE
 AA2499'LINE, 3.1 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2499'WITH THE GROUND. STATION 51-53 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2499'STATION.
 AA2499
 AA2499                          STATION RECOVERY (1994)
 AA2499
 AA2499'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA2499'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 AA2499'OF U.S. 80, ABOUT 1.10 MI (1.77 KM) EAST OF WAUGH AND ABOUT 4.75 MI
 AA2499'(7.64 KM) NORTH - NORTHWEST OF CECIL. TO REACH THE STATION FROM EXIT
 AA2499'16 ON I-85, DRIVE SOUTHEAST ON A PAVED ROAD 0.15 MI (0.24 KM) TO A T
 AA2499'INTERSECTION WITH U.S. 80 LEFT AND RIGHT (MILE POST 153.05 ON U.S.
 AA2499'80), TURN LEFT ON U.S. 80 AND DRIVE EAST 1.45 MI (2.33 KM) TO MILE
 AA2499'POST 154.50 AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9
 AA2499'M) NORTH OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS,
 AA2499'36.0 FT (11.0 M) EAST OF A BURIED FIBER OPTIC CABLE WARNING SIGN, 77.7
 AA2499'FT (23.7 M) WEST OF THE WEST ONE OF TWO CONNECTED POSTS IN THE FENCE
 AA2499'LINE, 3.1 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2499'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2500 ***********************************************************************
 AA2500  DESIGNATION -  51 53
 AA2500  PID         -  AA2500
 AA2500  STATE/COUNTY-  AL/MONTGOMERY
 AA2500  USGS QUAD   -  MOUNT MEIGS (1987)
 AA2500
 AA2500                         *CURRENT SURVEY CONTROL
 AA2500  ___________________________________________________________________
 AA2500* NAD 83(1992)-  32 22 08.48024(N)    086 01 25.81830(W)     ADJUSTED  
 AA2500* NAVD 88     -        71.4    (meters)     234.     (feet)  VERTCON   
 AA2500  ___________________________________________________________________
 AA2500  X           -     373,909.646 (meters)                     COMP
 AA2500  Y           -  -5,379,319.139 (meters)                     COMP
 AA2500  Z           -   3,395,087.470 (meters)                     COMP
 AA2500  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA2500  ELLIP HEIGHT-          43.37  (meters)          (07/29/02) GPS OBS
 AA2500  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AA2500
 AA2500  HORZ ORDER  -  FIRST
 AA2500  ELLP ORDER  -  FOURTH    CLASS I
 AA2500
 AA2500.The horizontal coordinates were established by GPS observations
 AA2500.and adjusted by the National Geodetic Survey in November 1994..
 AA2500
 AA2500.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2500
 AA2500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2500
 AA2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2500
 AA2500.The ellipsoidal height was determined by GPS observations
 AA2500.and is referenced to NAD 83.
 AA2500
 AA2500.The geoid height was determined by GEOID03.
 AA2500
 AA2500;                    North         East     Units Scale Factor Converg.
 AA2500;SPC AL E     -   207,239.267   182,071.751   MT  0.99996396   -0 06 07.2
 AA2500;UTM  16      - 3,581,759.069   591,834.388   MT  0.99970400   +0 31 21.5
 AA2500
 AA2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2500!SPC AL E     -   0.99999319  x   0.99996396  =   0.99995715
 AA2500!UTM  16      -   0.99999319  x   0.99970400  =   0.99969719
 AA2500
 AA2500:                Primary Azimuth Mark                     Grid Az
 AA2500:SPC AL E     -  51 52                                    266 05 37.0
 AA2500:UTM  16      -  51 52                                    265 28 08.3
 AA2500
 AA2500|---------------------------------------------------------------------|
 AA2500| PID    Reference Object                     Distance      Geod. Az  |
 AA2500|                                                           dddmmss.s |
 AA2500| AA2499 51 52                               451.767 METERS 2655929.8 |
 AA2500|---------------------------------------------------------------------|
 AA2500
 AA2500                          SUPERSEDED SURVEY CONTROL
 AA2500
 AA2500  ELLIP H (11/30/94)   43.47   (m)                       GP(       ) 4 1
 AA2500  NGVD 29 (11/30/94)   71.4    (m)          234.     (f) GPS OBS        
 AA2500
 AA2500.Superseded values are not recommended for survey control.
 AA2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2500.See file dsdata.txt to determine how the superseded data were derived.
 AA2500
 AA2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9183481759(NAD 83)
 AA2500_MARKER: DD = SURVEY DISK
 AA2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2500_SP_SET: CONCRETE POST
 AA2500_STAMPING: 51-53 1992
 AA2500_MARK LOGO: ALHD  
 AA2500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2500+STABILITY: SURFACE MOTION
 AA2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2500+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2500
 AA2500  HISTORY     - Date     Condition        Report By
 AA2500  HISTORY     - 1992     MONUMENTED       ALHD
 AA2500
 AA2500                          STATION DESCRIPTION
 AA2500
 AA2500'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2500'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTH RIGHT OF WAY
 AA2500'OF U.S. 80, ABOUT 1.45 MI (2.33 KM) EAST OF WAUGH AND ABOUT 4.75 MI
 AA2500'(7.64 KM) NORTH-NORTHWEST OF CECIL. TO REACH THE STATION FROM EXIT 16
 AA2500'ON I-85, DRIVE SOUTHEAST ON A PAVED ROAD FOR 0.15 MI (0.24 KM) TO A
 AA2500'T-INTERSECTION WITH U.S. 80 LEFT AND RIGHT (MILE POST 153.05 ON U.S.
 AA2500'80), TURN LEFT ON U.S. 80 AND DRIVE EAST FOR 1.75 MI (2.82 KM) TO MILE
 AA2500'POST 154.80 AND THE STATION ON THE LEFT. THE STATION IS LOCATED
 AA2500'BETWEEN U.S. 80 AND A SAND PIT, 3.2 FT (1.0 M) SOUTH OF A FOUR FOOT
 AA2500'CHAIN LINK FENCE, 3.9 FT (1.2 M) SOUTHEAST OF THE WEST END OF THE
 AA2500'CHAIN LINK FENCE, 24.1 FT (7.3 M) WEST-SOUTHWEST OF THE WEST POST OF A
 AA2500'DOUBLE GATE, 37.7 FT (11.5 M) NORTH OF THE CENTERLINE OF U.S. 80, 54.2
 AA2500'FT (16.5 M) WEST OF THE EAST POST OF A DOUBLE GATE, 101.9 FT (31.1 M)
 AA2500'NORTHWEST OF THE WEST POST OF A DOUBLE PIPE GATE ACROSS THE ROAD,
 AA2500'104.9 FT (32.0 M) NORTHWEST OF THE EAST POST OF A DOUBLE PIPE GATE
 AA2500'ACROSS THE ROAD, 2.1 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, AND
 AA2500'SET FLUSH WITH THE GROUND. STATION 51-52 1992 MAY BE USED AS AN
 AA2500'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2501 ***********************************************************************
 AA2501  DESIGNATION -  51 54
 AA2501  PID         -  AA2501
 AA2501  STATE/COUNTY-  AL/MONTGOMERY
 AA2501  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA2501
 AA2501                         *CURRENT SURVEY CONTROL
 AA2501  ___________________________________________________________________
 AA2501* NAD 83(1992)-  32 28 04.29495(N)    086 17 31.19794(W)     ADJUSTED  
 AA2501* NAVD 88     -        48.7    (meters)     160.     (feet)  VERTCON   
 AA2501  ___________________________________________________________________
 AA2501  X           -     348,347.594 (meters)                     COMP
 AA2501  Y           -  -5,375,127.223 (meters)                     COMP
 AA2501  Z           -   3,404,327.550 (meters)                     COMP
 AA2501  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AA2501  ELLIP HEIGHT-          20.38  (meters)          (07/29/02) GPS OBS
 AA2501  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AA2501
 AA2501  HORZ ORDER  -  FIRST
 AA2501  ELLP ORDER  -  FOURTH    CLASS I
 AA2501
 AA2501.The horizontal coordinates were established by GPS observations
 AA2501.and adjusted by the National Geodetic Survey in November 1994..
 AA2501
 AA2501.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2501
 AA2501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2501
 AA2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2501
 AA2501.The ellipsoidal height was determined by GPS observations
 AA2501.and is referenced to NAD 83.
 AA2501
 AA2501.The geoid height was determined by GEOID03.
 AA2501
 AA2501;                    North         East     Units Scale Factor Converg.
 AA2501;SPC AL E     -   218,276.013   156,882.251   MT  0.99998292   -0 14 46.4
 AA2501;UTM  16      - 3,592,517.014   566,533.353   MT  0.99965459   +0 22 48.3
 AA2501
 AA2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2501!SPC AL E     -   0.99999680  x   0.99998292  =   0.99997972
 AA2501!UTM  16      -   0.99999680  x   0.99965459  =   0.99965139
 AA2501
 AA2501:                Primary Azimuth Mark                     Grid Az
 AA2501:SPC AL E     -  51 55                                    085 44 05.6
 AA2501:UTM  16      -  51 55                                    085 06 30.9
 AA2501
 AA2501|---------------------------------------------------------------------|
 AA2501| PID    Reference Object                     Distance      Geod. Az  |
 AA2501|                                                           dddmmss.s |
 AA2501| AA2502 51 55                               496.452 METERS 0852919.2 |
 AA2501|---------------------------------------------------------------------|
 AA2501
 AA2501                          SUPERSEDED SURVEY CONTROL
 AA2501
 AA2501  ELLIP H (11/30/94)   20.45   (m)                       GP(       ) 4 1
 AA2501  NGVD 29 (11/30/94)   48.7    (m)          160.     (f) GPS OBS        
 AA2501
 AA2501.Superseded values are not recommended for survey control.
 AA2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2501.See file dsdata.txt to determine how the superseded data were derived.
 AA2501
 AA2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6653392517(NAD 83)
 AA2501_MARKER: DD = SURVEY DISK
 AA2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2501_SP_SET: CONCRETE POST
 AA2501_STAMPING: 51-54 1992
 AA2501_MARK LOGO: ALHD  
 AA2501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2501+STABILITY: SURFACE MOTION
 AA2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2501+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2501
 AA2501  HISTORY     - Date     Condition        Report By
 AA2501  HISTORY     - 1992     MONUMENTED       ALHD
 AA2501
 AA2501                          STATION DESCRIPTION
 AA2501
 AA2501'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2501'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE WEST RIGHT OF WAY
 AA2501'OF A PAVED COUNTY ROAD, ABOUT 6.10 MI (9.82 KM) NORTH OF MONTGOMERY
 AA2501'AND ABOUT 15.85 MI (25.51 KM) WEST-NORTHWEST OF WAUGH. TO REACH THE
 AA2501'STATION FROM EXIT 173 ON I-65 (MILE POST 24.30 ON NORTH BOULEVARD) IN
 AA2501'MONTGOMERY, DRIVE NORTHEAST AND EAST ON NORTH BOULEVARD FOR 3.40 MI
 AA2501'(5.47 KM) TO MILE POST 20.90 AND MONTGOMERY COUNTY ROAD NO. 75 (LOWER
 AA2501'WETUMPKA ROAD) LEFT AND RIGHT, TURN LEFT ON MONTGOMERY COUNTY ROAD NO.
 AA2501'75 AND DRIVE NORTHEAST FOR 0.55 MI (0.89 KM) TO MONTGOMERY COUNTY ROAD
 AA2501'NO. 25 (COOSADA FERRY ROAD) ON THE LEFT, TURN LEFT ON MONTGOMERY
 AA2501'COUNTY ROAD NO. 25 AND DRIVE NORTH FOR 2.70 MI (4.35 KM) TO A
 AA2501'Y-INTERSECTION WITH MONTGOMERY COUNTY ROAD NO. 25 LEFT AND A PAVED
 AA2501'COUNTY ROAD ON THE RIGHT, BEAR RIGHT ON THE PAVED COUNTY ROAD AND
 AA2501'DRIVE NORTH FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT AT A
 AA2501'SHARP CURVE TO THE RIGHT. THE STATION IS 3.2 FT (1.0 M) EAST OF A FIVE
 AA2501'STRAND BARBED WIRE FENCE ON WOOD AND STEEL POSTS, 25.0 FT (7.6 M)
 AA2501'WEST-NORTHWEST OF THE CENTER OF THE PAVED COUNTY ROAD, 46.1 FT (14.1
 AA2501'M) WEST OF A CROSS TIE POST ACROSS THE ROAD, 52.8 FT (16.1 M) SOUTH OF
 AA2501'A FENCE CORNER, 65.1 FT (19.8 M) WEST OF A JUNCTION POWER POLE ACROSS
 AA2501'THE ROAD, 79.9 FT (24.4 M) SOUTHWEST OF A POWER LINE GUY POLE, 110.0
 AA2501'FT (33.5 M) SOUTHWEST OF A U.S. CORPS OF ENGINEERS CARSONITE WITNESS
 AA2501'POST, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2501'WITH THE GROUND. STATION 51-55 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2501'STATION. BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY, MISS DEBRA
 AA2501'KEEBLER, ROUTE 3, BOX 336 D, MONTGOMERY, ALABAMA 36110, PHONE
 AA2501'205-269-5764 OR 205-264-1681.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2502 ***********************************************************************
 AA2502  DESIGNATION -  51 55
 AA2502  PID         -  AA2502
 AA2502  STATE/COUNTY-  AL/MONTGOMERY
 AA2502  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA2502
 AA2502                         *CURRENT SURVEY CONTROL
 AA2502  ___________________________________________________________________
 AA2502* NAD 83(1992)-  32 28 05.56221(N)    086 17 12.24576(W)     ADJUSTED  
 AA2502* NAVD 88     -        49.5    (meters)     162.     (feet)  VERTCON   
 AA2502  ___________________________________________________________________
 AA2502  X           -     348,840.159 (meters)                     COMP
 AA2502  Y           -  -5,375,074.930 (meters)                     COMP
 AA2502  Z           -   3,404,360.899 (meters)                     COMP
 AA2502  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 AA2502  ELLIP HEIGHT-          21.15  (meters)          (07/29/02) GPS OBS
 AA2502  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 AA2502
 AA2502  HORZ ORDER  -  FIRST
 AA2502  ELLP ORDER  -  FOURTH    CLASS I
 AA2502
 AA2502.The horizontal coordinates were established by GPS observations
 AA2502.and adjusted by the National Geodetic Survey in November 1994..
 AA2502
 AA2502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2502
 AA2502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2502
 AA2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2502
 AA2502.The ellipsoidal height was determined by GPS observations
 AA2502.and is referenced to NAD 83.
 AA2502
 AA2502.The geoid height was determined by GEOID03.
 AA2502
 AA2502;                    North         East     Units Scale Factor Converg.
 AA2502;SPC AL E     -   218,312.934   157,377.320   MT  0.99998239   -0 14 36.3
 AA2502;UTM  16      - 3,592,559.331   567,027.827   MT  0.99965540   +0 22 58.5
 AA2502
 AA2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2502!SPC AL E     -   0.99999668  x   0.99998239  =   0.99997907
 AA2502!UTM  16      -   0.99999668  x   0.99965540  =   0.99965208
 AA2502
 AA2502:                Primary Azimuth Mark                     Grid Az
 AA2502:SPC AL E     -  51 54                                    265 44 05.7
 AA2502:UTM  16      -  51 54                                    265 06 30.9
 AA2502
 AA2502|---------------------------------------------------------------------|
 AA2502| PID    Reference Object                     Distance      Geod. Az  |
 AA2502|                                                           dddmmss.s |
 AA2502| AA2501 51 54                               496.452 METERS 2652929.4 |
 AA2502|---------------------------------------------------------------------|
 AA2502
 AA2502                          SUPERSEDED SURVEY CONTROL
 AA2502
 AA2502  ELLIP H (11/30/94)   21.23   (m)                       GP(       ) 4 1
 AA2502  NGVD 29 (11/30/94)   49.5    (m)          162.     (f) GPS OBS        
 AA2502
 AA2502.Superseded values are not recommended for survey control.
 AA2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2502.See file dsdata.txt to determine how the superseded data were derived.
 AA2502
 AA2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6702892559(NAD 83)
 AA2502_MARKER: DD = SURVEY DISK
 AA2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2502_SP_SET: CONCRETE POST
 AA2502_STAMPING: 51-55 1992
 AA2502_MARK LOGO: ALHD  
 AA2502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2502+STABILITY: SURFACE MOTION
 AA2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2502+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2502
 AA2502  HISTORY     - Date     Condition        Report By
 AA2502  HISTORY     - 1992     MONUMENTED       ALHD
 AA2502
 AA2502                          STATION DESCRIPTION
 AA2502
 AA2502'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2502'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 AA2502'OF A PAVED COUNTY ROAD, ABOUT 6.05 MI (9.74 KM) NORTH OF MONTGOMERY
 AA2502'AND ABOUT 15.55 MI (25.02 KM) WEST-NORTHWEST OF WAUGH. TO REACH THE
 AA2502'STATION FROM EXIT 173 ON I-65 (MILE POST 24.30 ON NORTH BOULEVARD) IN
 AA2502'MONTGOMERY, DRIVE NORTHEAST AND EAST ON NORTH BOULEVARD FOR 3.40 MI
 AA2502'(5.47 KM) TO MILE POST 20.90 AND MONTGOMERY COUNTY ROAD NO. 75 (LOWER
 AA2502'WETUMPKA ROAD) LEFT AND RIGHT, TURN LEFT ON MONTGOMERY COUNTY ROAD NO.
 AA2502'75 AND DRIVE NORTHEAST FOR 0.55 MI (0.89 KM) TO MONTGOMERY COUNTY ROAD
 AA2502'NO. 25 (COOSADA FERRY ROAD) ON THE LEFT, TURN LEFT ON MONTGOMERY
 AA2502'COUNTY ROAD NO. 25 AND DRIVE NORTH FOR 2.70 MI (4.35 KM) TO A
 AA2502'Y-INTERSECTION WITH MONTGOMERY COUNTY ROAD NO. 25 LEFT AND A PAVED
 AA2502'COUNTY ROAD ON THE RIGHT, BEAR RIGHT ON THE PAVED COUNTY ROAD AND
 AA2502'DRIVE NORTH FOR 0.05 MI (0.08 KM) TO A SHARP CURVE TO THE RIGHT,
 AA2502'CONTINUE EAST ON THE PAVED COUNTY ROAD FOR 0.30 MI (0.48 KM) TO THE
 AA2502'STATION ON THE RIGHT. THE STATION IS LOCATED ACROSS THE ROAD FROM A
 AA2502'LARGE WHITE FRAME HOUSE, 2.6 FT (0.8 M) WEST-SOUTHWEST OF A SIX-INCH
 AA2502'WOOD POST, 13.0 FT (4.0 M) SOUTH-SOUTHWEST OF THE CENTER OF THE PAVED
 AA2502'COUNTY ROAD, 55.7 FT (17.0 M) WEST-NORTHWEST OF TELEPHONE CABLE
 AA2502'PEDESTAL NO. P 62 1, 107.4 FT (32.7 M) WEST OF THE SOUTHWEST CORNER OF
 AA2502'THE CAR PORT OF THE LARGE WHITE FRAME HOUSE, 119.0 FT (36.3 M)
 AA2502'SOUTHWEST OF THE NORTHWEST CORNER OF THE PORCH OF THE LARGE WHITE
 AA2502'FRAME HOUSE, 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 AA2502'SET FLUSH WITH THE GROUND. STATION 51-54 1992 MAY BE USED AS AN
 AA2502'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3178 ***********************************************************************
 CN3178  DESIGNATION -  51 6
 CN3178  PID         -  CN3178
 CN3178  STATE/COUNTY-  AL/MONTGOMERY
 CN3178  USGS QUAD   -  TEASLEYS MILL (1971)
 CN3178
 CN3178                         *CURRENT SURVEY CONTROL
 CN3178  ___________________________________________________________________
 CN3178* NAD 83(1992)-  32 14 00.50371(N)    086 02 37.18685(W)     ADJUSTED  
 CN3178* NAVD 88     -        95.7    (meters)     314.     (feet)  GPS OBS   
 CN3178  ___________________________________________________________________
 CN3178  X           -     372,603.997 (meters)                     COMP
 CN3178  Y           -  -5,387,482.225 (meters)                     COMP
 CN3178  Z           -   3,382,395.327 (meters)                     COMP
 CN3178  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 CN3178  ELLIP HEIGHT-          68.05  (meters)          (07/29/02) GPS OBS
 CN3178  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CN3178
 CN3178  HORZ ORDER  -  FIRST
 CN3178  ELLP ORDER  -  FOURTH    CLASS I
 CN3178
 CN3178.The horizontal coordinates were established by GPS observations
 CN3178.and adjusted by the National Geodetic Survey in December 1992..
 CN3178
 CN3178.The orthometric height was determined by GPS observations and a
 CN3178.high-resolution geoid model.
 CN3178
 CN3178.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3178
 CN3178.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3178
 CN3178.The ellipsoidal height was determined by GPS observations
 CN3178.and is referenced to NAD 83.
 CN3178
 CN3178.The geoid height was determined by GEOID03.
 CN3178
 CN3178;                    North         East     Units Scale Factor Converg.
 CN3178;SPC AL E     -   192,212.002   180,176.588   MT  0.99996484   -0 06 43.9
 CN3178;UTM  16      - 3,566,716.019   590,103.310   MT  0.99970012   +0 30 36.4
 CN3178
 CN3178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3178!SPC AL E     -   0.99998932  x   0.99996484  =   0.99995416
 CN3178!UTM  16      -   0.99998932  x   0.99970012  =   0.99968944
 CN3178
 CN3178                          SUPERSEDED SURVEY CONTROL
 CN3178
 CN3178  ELLIP H (12/04/92)   68.11   (m)                       GP(       ) 4 1
 CN3178  NAD 83(1986)-  32 14 00.51373(N)    086 02 37.19130(W) AD(       ) 1
 CN3178  NGVD 29 (12/04/92)   95.7    (m)          314.     (f) GPS OBS        
 CN3178
 CN3178.Superseded values are not recommended for survey control.
 CN3178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3178.See file dsdata.txt to determine how the superseded data were derived.
 CN3178
 CN3178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9010366716(NAD 83)
 CN3178_MARKER: DD = SURVEY DISK
 CN3178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3178_SP_SET: CONCRETE POST
 CN3178_STAMPING: 51-6 1991
 CN3178_MARK LOGO: ALHD  
 CN3178_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3178+STABILITY: SURFACE MOTION
 CN3178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3178+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 CN3178
 CN3178  HISTORY     - Date     Condition        Report By
 CN3178  HISTORY     - 1991     MONUMENTED       ALHD
 CN3178  HISTORY     - 19940226 GOOD             MSI
 CN3178
 CN3178                          STATION DESCRIPTION
 CN3178
 CN3178'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3178'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 CN3178'OF MONTGOMERY COUNTY ROAD NO. 40, ABOUT 5.15 MI (8.29 KM)
 CN3178'SOUTH-SOUTHWEST OF CECIL AND ABOUT 17.95 MI (28.89 KM) SOUTHEAST OF
 CN3178'MONTGOMERY.
 CN3178'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND U.S. 231 (MILE
 CN3178'POST 171.85 ON U.S. 82) ABOUT 12.60 MI (20.28 KM) SOUTH OF THE
 CN3178'SOUTHERN BYPASS IN MONTGOMERY, DRIVE SOUTHEAST ON U.S. 82 FOR 1.10 MI
 CN3178'(1.77 KM) TO MILE POST 172.95 AND MONTGOMERY COUNTY ROAD NO. 36 ON
 CN3178'THE LEFT, TURN LEFT ON MONTGOMERY COUNTY ROAD NO. 36 AND DRIVE EAST
 CN3178'FOR 3.35 MI (5.39 KM) TO A PAVED CROSS ROAD WITH MONTGOMERY COUNTY
 CN3178'ROAD NO. 101 LEFT AND RIGHT, TURN LEFT ON MONTGOMERY COUNTY ROAD NO.
 CN3178'101 AND DRIVE NORTH FOR 3.50 MI (5.63 KM) TO MONTGOMERY COUNTY ROAD
 CN3178'NO. 40 ON THE RIGHT, TURN RIGHT ON MONTGOMERY COUNTY ROAD NO. 40 AND
 CN3178'DRIVE EAST FOR 0.50 MI (0.80 KM) TO THE STATION ON THE RIGHT.
 CN3178'THE STATION IS 4.7 FT (1.4 M) NORTH OF A SIX STRAND BARBED WIRE FENCE
 CN3178'ON OLD TREATED WOOD POST, 32.0 FT (9.8 M) WEST OF THE WEST POST OF A
 CN3178'WOOD GATE, 35.2 FT (10.7 M) SOUTH OF THE CENTERLINE OF MONTGOMERY
 CN3178'COUNTY ROAD NO. 40, 75.5 FT (23.0 M) SOUTH OF A FENCE JUNCTION ACROSS
 CN3178'THE ROAD, 79.2 FT (24.1 M) SOUTH-SOUTHWEST OF THE WEST POST OF A WOOD
 CN3178'GATE ACROSS THE ROAD, 107.1 FT (32.6 M) SOUTHEAST OF THE EAST POST OF
 CN3178'A RED STEEL GATE ACROSS THE ROAD, 4.2 FT (1.3 M) NORTH OF A CARSONITE
 CN3178'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3178'STATION T 57 M20 RESET 1962 MAY BE USED AS AN AZIMUTH FOR THIS
 CN3178'STATION.
 CN3178
 CN3178                          STATION RECOVERY (1994)
 CN3178
 CN3178'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 CN3178'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3179 ***********************************************************************
 CN3179  DESIGNATION -  51 7
 CN3179  PID         -  CN3179
 CN3179  STATE/COUNTY-  AL/MONTGOMERY
 CN3179  USGS QUAD   -  SELLERS (1985)
 CN3179
 CN3179                         *CURRENT SURVEY CONTROL
 CN3179  ___________________________________________________________________
 CN3179* NAD 83(1992)-  32 06 11.35724(N)    086 17 47.25948(W)     ADJUSTED  
 CN3179* NAVD 88     -        85.3    (meters)     280.     (feet)  GPS OBS   
 CN3179  ___________________________________________________________________
 CN3179  X           -     349,326.459 (meters)                     COMP
 CN3179  Y           -  -5,396,743.057 (meters)                     COMP
 CN3179  Z           -   3,370,157.246 (meters)                     COMP
 CN3179  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CN3179  ELLIP HEIGHT-          57.94  (meters)          (07/29/02) GPS OBS
 CN3179  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CN3179
 CN3179  HORZ ORDER  -  FIRST
 CN3179  ELLP ORDER  -  FOURTH    CLASS I
 CN3179
 CN3179.The horizontal coordinates were established by GPS observations
 CN3179.and adjusted by the National Geodetic Survey in December 1992..
 CN3179
 CN3179.The orthometric height was determined by GPS observations and a
 CN3179.high-resolution geoid model.
 CN3179
 CN3179.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3179
 CN3179.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3179
 CN3179.The ellipsoidal height was determined by GPS observations
 CN3179.and is referenced to NAD 83.
 CN3179
 CN3179.The geoid height was determined by GEOID03.
 CN3179
 CN3179;                    North         East     Units Scale Factor Converg.
 CN3179;SPC AL E     -   177,836.078   156,288.221   MT  0.99998355   -0 14 46.1
 CN3179;UTM  16      - 3,552,086.307   566,379.246   MT  0.99965434   +0 22 26.1
 CN3179
 CN3179!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3179!SPC AL E     -   0.99999090  x   0.99998355  =   0.99997445
 CN3179!UTM  16      -   0.99999090  x   0.99965434  =   0.99964525
 CN3179
 CN3179:                Primary Azimuth Mark                     Grid Az
 CN3179:SPC AL E     -  51 8                                     082 38 09.7
 CN3179:UTM  16      -  51 8                                     082 00 57.5
 CN3179
 CN3179|---------------------------------------------------------------------|
 CN3179| PID    Reference Object                     Distance      Geod. Az  |
 CN3179|                                                           dddmmss.s |
 CN3179| CN3180 51 8                                APPROX. 0.5 KM 0822323.6 |
 CN3179|---------------------------------------------------------------------|
 CN3179
 CN3179                          SUPERSEDED SURVEY CONTROL
 CN3179
 CN3179  ELLIP H (12/04/92)   58.02   (m)                       GP(       ) 4 1
 CN3179  NAD 83(1986)-  32 06 11.36708(N)    086 17 47.26374(W) AD(       ) 1
 CN3179  NGVD 29 (12/04/92)   85.3    (m)          280.     (f) GPS OBS        
 CN3179
 CN3179.Superseded values are not recommended for survey control.
 CN3179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3179.See file dsdata.txt to determine how the superseded data were derived.
 CN3179
 CN3179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6637952086(NAD 83)
 CN3179_MARKER: DD = SURVEY DISK
 CN3179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3179_SP_SET: CONCRETE POST
 CN3179_STAMPING: 51-7 1991
 CN3179_MARK LOGO: ALHD  
 CN3179_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3179+STABILITY: SURFACE MOTION
 CN3179_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3179+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1993
 CN3179
 CN3179  HISTORY     - Date     Condition        Report By
 CN3179  HISTORY     - 1991     MONUMENTED       ALHD
 CN3179  HISTORY     - 19910820 GOOD             ALHD
 CN3179  HISTORY     - 19920415 GOOD
 CN3179  HISTORY     - 19931019 GOOD             ALHD
 CN3179
 CN3179                          STATION DESCRIPTION
 CN3179
 CN3179'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3179'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 CN3179'OF MONTGOMERY COUNTY ROAD NO. 14, ABOUT 5.85 MI (9.41 KM) NORTHWEST
 CN3179'OF RAMER AND ABOUT 10.20 MI (16.41 KM) NORTH OF HIGHLAND HOME.
 CN3179'TO REACH THE STATION FROM THE JUNCTION OF SOUTH BOULEVARD AND U.S. 331
 CN3179'SOUTH (MILE POST 101.80 ON U.S. 331) IN MONTGOMERY, DRIVE SOUTH ON
 CN3179'U.S. 331 FOR 15.90 MI (25.59 KM) TO MILE POST 85.90 AND MONTGOMERY
 CN3179'COUNTY ROAD NO. 14 ON THE RIGHT, TURN RIGHT ON MONTGOMERY COUNTY ROAD
 CN3179'NO. 14 AND DRIVE WEST FOR 1.20 MI (1.93 KM) TO THE STATION ON THE
 CN3179'LEFT.
 CN3179'THE STATION IS 37.8 FT (11.5 M) SOUTH OF THE CENTERLINE OF MONTGOMERY
 CN3179'COUNTY ROAD NO. 14, 136.0 FT (41.5 M) WEST OF A POWER POLE AND
 CN3179'TELEPHONE CABLE PEDESTAL NO. P 71, 165.0 FT (50.3 M) WEST OF THE
 CN3179'CENTER OF BOYD ROAD, 192.0 FT (58.5 M) WEST OF TRANSFORMER POWER POLE
 CN3179'NO. 22 13 37, 2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND
 CN3179'SET FLUSH WITH THE GROUND.
 CN3179'STATION 51-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3179
 CN3179                          STATION RECOVERY (1991)
 CN3179
 CN3179'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3179'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE SOUTH RIGHT OF WAY
 CN3179'OF MONTGOMERY COUNTY ROAD NO. 14, ABOUT 5.85 MI (9.41 KM) NORTHWEST
 CN3179'OF RAMER AND ABOUT 10.20 MI (16.41 KM) NORTH OF HIGHLAND HOME.
 CN3179'TO REACH THE STATION FROM THE JUNCTION OF SOUTH BOULEVARD AND U.S. 331
 CN3179'SOUTH (MILE POST 101.80 ON U.S. 331) IN MONTGOMERY, DRIVE SOUTH ON
 CN3179'U.S. 331 FOR 15.90 MI (25.59 KM) TO MILE POST 85.90 AND MONTGOMERY
 CN3179'COUNTY ROAD NO. 14 ON THE RIGHT, TURN RIGHT ON MONTGOMERY COUNTY ROAD
 CN3179'NO. 14 AND DRIVE WEST FOR 1.20 MI (1.93 KM) TO THE STATION ON THE
 CN3179'LEFT.
 CN3179'THE STATION IS 37.8 FT (11.5 M) SOUTH OF THE CENTERLINE OF MONTGOMERY
 CN3179'COUNTY ROAD NO. 14, 136.0 FT (41.5 M) WEST OF A POWER POLE AND
 CN3179'TELEPHONE CABLE PEDESTAL NO. P 71, 165.0 FT (50.3 M) WEST OF THE
 CN3179'CENTER OF BOYD ROAD, 192.0 FT (58.5 M) WEST OF TRANSFORMER POWER POLE
 CN3179'NO. 22 13 37, 2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND
 CN3179'SET FLUSH WITH THE GROUND.
 CN3179'STATION 51-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3179
 CN3179                          STATION RECOVERY (1992)
 CN3179
 CN3179'RECOVERED 1992
 CN3179'RECOVERED IN GOOD CONDITION.
 CN3179
 CN3179                          STATION RECOVERY (1993)
 CN3179
 CN3179'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 CN3179'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3180 ***********************************************************************
 CN3180  DESIGNATION -  51 8
 CN3180  PID         -  CN3180
 CN3180  STATE/COUNTY-  AL/MONTGOMERY
 CN3180  USGS QUAD   -  SELLERS (1985)
 CN3180
 CN3180                         *CURRENT SURVEY CONTROL
 CN3180  ___________________________________________________________________
 CN3180* NAD 83(1992)-  32 06 13.63650(N)    086 17 27.21374(W)     ADJUSTED  
 CN3180* NAVD 88     -        82.0    (meters)     269.     (feet)  GPS OBS   
 CN3180  ___________________________________________________________________
 CN3180  X           -     349,848.342 (meters)                     COMP
 CN3180  Y           -  -5,396,669.059 (meters)                     COMP
 CN3180  Z           -   3,370,214.964 (meters)                     COMP
 CN3180  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 CN3180  ELLIP HEIGHT-          54.64  (meters)          (07/29/02) GPS OBS
 CN3180  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 CN3180
 CN3180  HORZ ORDER  -  FIRST
 CN3180  ELLP ORDER  -  FOURTH    CLASS I
 CN3180
 CN3180.The horizontal coordinates were established by GPS observations
 CN3180.and adjusted by the National Geodetic Survey in December 1992..
 CN3180
 CN3180.The orthometric height was determined by GPS observations and a
 CN3180.high-resolution geoid model.
 CN3180
 CN3180.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3180
 CN3180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3180
 CN3180.The ellipsoidal height was determined by GPS observations
 CN3180.and is referenced to NAD 83.
 CN3180
 CN3180.The geoid height was determined by GEOID03.
 CN3180
 CN3180;                    North         East     Units Scale Factor Converg.
 CN3180;SPC AL E     -   177,904.039   156,814.078   MT  0.99998299   -0 14 35.4
 CN3180;UTM  16      - 3,552,159.930   566,904.164   MT  0.99965520   +0 22 36.7
 CN3180
 CN3180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3180!SPC AL E     -   0.99999142  x   0.99998299  =   0.99997441
 CN3180!UTM  16      -   0.99999142  x   0.99965520  =   0.99964662
 CN3180
 CN3180:                Primary Azimuth Mark                     Grid Az
 CN3180:SPC AL E     -  51 7                                     262 38 09.7
 CN3180:UTM  16      -  51 7                                     262 00 57.6
 CN3180
 CN3180|---------------------------------------------------------------------|
 CN3180| PID    Reference Object                     Distance      Geod. Az  |
 CN3180|                                                           dddmmss.s |
 CN3180| CN3179 51 7                                APPROX. 0.5 KM 2622334.3 |
 CN3180|---------------------------------------------------------------------|
 CN3180
 CN3180                          SUPERSEDED SURVEY CONTROL
 CN3180
 CN3180  ELLIP H (12/04/92)   54.72   (m)                       GP(       ) 4 1
 CN3180  NAD 83(1986)-  32 06 13.64640(N)    086 17 27.21807(W) AD(       ) 1
 CN3180  NGVD 29 (12/04/92)   82.0    (m)          269.     (f) GPS OBS        
 CN3180
 CN3180.Superseded values are not recommended for survey control.
 CN3180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3180.See file dsdata.txt to determine how the superseded data were derived.
 CN3180
 CN3180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6690452160(NAD 83)
 CN3180_MARKER: DD = SURVEY DISK
 CN3180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3180_SP_SET: CONCRETE POST
 CN3180_STAMPING: 51-8 1991
 CN3180_MARK LOGO: ALHD  
 CN3180_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3180+STABILITY: SURFACE MOTION
 CN3180_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3180+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3180
 CN3180  HISTORY     - Date     Condition        Report By
 CN3180  HISTORY     - 1991     MONUMENTED       ALHD
 CN3180
 CN3180                          STATION DESCRIPTION
 CN3180
 CN3180'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3180'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE NORTH RIGHT OF WAY
 CN3180'OF MONTGOMERY COUNTY ROAD NO. 14, ABOUT 5.70 MI (9.17 KM) NORTHWEST
 CN3180'OF RAMER AND ABOUT 10.35 MI (16.66 KM) NORTH OF HIGHLAND HOME.
 CN3180'TO REACH THE STATION FROM THE JUNCTION OF SOUTH BOULEVARD AND U.S. 331
 CN3180'SOUTH (MILE POST 101.80 ON U.S. 331) IN MONTGOMERY, DRIVE SOUTH ON
 CN3180'U.S. 331 FOR 15.90 MI (25.59 KM) TO MILE POST 85.90 AND MONTGOMERY
 CN3180'COUNTY ROAD NO. 14 ON THE RIGHT, TURN RIGHT ON MONTGOMERY COUNTY ROAD
 CN3180'NO. 14 AND DRIVE WEST FOR 0.90 MI (1.45 KM) TO THE STATION ON THE
 CN3180'RIGHT.
 CN3180'THE STATION IS 41.9 FT (12.8 M) NORTH OF THE CENTERLINE OF MONTGOMERY
 CN3180'COUNTY ROAD NO. 14, 50.3 FT (15.3 M) EAST-NORTHEAST OF THE EAST END
 CN3180'OF A 24-INCH CORREGATED METAL PIPE UNDER A DRIVEWAY, 60.5 FT
 CN3180'(18.4 M) EAST OF THE CENTER OF A DIRT DRIVEWAY, 85.5 FT (26.1 M)
 CN3180'NORTH-NORTHEAST OF POWER POLE NO. 39 ACROSS THE ROAD, 93.9 FT
 CN3180'(28.6 M) NORTHWEST OF A BRACED CROSS TIE POST IN THE FENCE LINE
 CN3180'ACROSS THE ROAD, 1.9 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST,
 CN3180'AND SET FLUSH WITH THE GROUND.
 CN3180'STATION 51-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3181 ***********************************************************************
 CN3181  DESIGNATION -  51 9
 CN3181  PID         -  CN3181
 CN3181  STATE/COUNTY-  AL/MONTGOMERY
 CN3181  USGS QUAD   -  SELLERS (1985)
 CN3181
 CN3181                         *CURRENT SURVEY CONTROL
 CN3181  ___________________________________________________________________
 CN3181* NAD 83(1992)-  32 03 52.86026(N)    086 18 13.87037(W)     ADJUSTED  
 CN3181* NAVD 88     -        89.7    (meters)     294.     (feet)  GPS OBS   
 CN3181  ___________________________________________________________________
 CN3181  X           -     348,776.526 (meters)                     COMP
 CN3181  Y           -  -5,399,053.130 (meters)                     COMP
 CN3181  Z           -   3,366,545.117 (meters)                     COMP
 CN3181  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 CN3181  ELLIP HEIGHT-          62.43  (meters)          (07/29/02) GPS OBS
 CN3181  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 CN3181
 CN3181  HORZ ORDER  -  FIRST
 CN3181  ELLP ORDER  -  FOURTH    CLASS I
 CN3181
 CN3181.The horizontal coordinates were established by GPS observations
 CN3181.and adjusted by the National Geodetic Survey in December 1992..
 CN3181
 CN3181.The orthometric height was determined by GPS observations and a
 CN3181.high-resolution geoid model.
 CN3181
 CN3181.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3181
 CN3181.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3181
 CN3181.The ellipsoidal height was determined by GPS observations
 CN3181.and is referenced to NAD 83.
 CN3181
 CN3181.The geoid height was determined by GEOID03.
 CN3181
 CN3181;                    North         East     Units Scale Factor Converg.
 CN3181;SPC AL E     -   173,573.181   155,571.929   MT  0.99998433   -0 14 59.3
 CN3181;UTM  16      - 3,547,817.322   565,709.323   MT  0.99965325   +0 22 10.5
 CN3181
 CN3181!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3181!SPC AL E     -   0.99999020  x   0.99998433  =   0.99997453
 CN3181!UTM  16      -   0.99999020  x   0.99965325  =   0.99964345
 CN3181
 CN3181:                Primary Azimuth Mark                     Grid Az
 CN3181:SPC AL E     -  51 10                                    356 58 52.5
 CN3181:UTM  16      -  51 10                                    356 21 42.7
 CN3181
 CN3181|---------------------------------------------------------------------|
 CN3181| PID    Reference Object                     Distance      Geod. Az  |
 CN3181|                                                           dddmmss.s |
 CN3181| CN3174 51 10                               457.226 METERS 3564353.2 |
 CN3181|---------------------------------------------------------------------|
 CN3181
 CN3181                          SUPERSEDED SURVEY CONTROL
 CN3181
 CN3181  ELLIP H (12/04/92)   62.52   (m)                       GP(       ) 4 1
 CN3181  NAD 83(1986)-  32 03 52.87003(N)    086 18 13.87447(W) AD(       ) 1
 CN3181  NGVD 29 (12/04/92)   89.7    (m)          294.     (f) GPS OBS        
 CN3181
 CN3181.Superseded values are not recommended for survey control.
 CN3181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3181.See file dsdata.txt to determine how the superseded data were derived.
 CN3181
 CN3181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6570947817(NAD 83)
 CN3181_MARKER: DD = SURVEY DISK
 CN3181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3181_SP_SET: CONCRETE POST
 CN3181_STAMPING: 51-9 1991
 CN3181_MARK LOGO: ALHD  
 CN3181_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3181+STABILITY: SURFACE MOTION
 CN3181_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3181+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3181
 CN3181  HISTORY     - Date     Condition        Report By
 CN3181  HISTORY     - 1991     MONUMENTED       ALHD
 CN3181
 CN3181                          STATION DESCRIPTION
 CN3181
 CN3181'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3181'THE STATION IS LOCATED IN MONTGOMERY COUNTY ON THE EAST RIGHT OF WAY
 CN3181'OF OF OLD SELLERS ROAD, ABOUT 5.10 MI (8.21 KM) WEST-NORTHWEST OF
 CN3181'RAMER AND ABOUT 7.65 MI (12.31 KM) NORTH OF HIGHLAND HOME.
 CN3181'TO REACH THE STATION FROM THE JUNCTION OF SOUTH BOULEVARD AND U.S. 331
 CN3181'SOUTH (MILE POST 101.80 ON U.S. 331) IN MONTGOMERY, DRIVE SOUTH ON
 CN3181'U.S. 331 FOR 19.90 MI (32.03 KM) TO MILE POST 81.90 AND MONTGOMERY
 CN3181'COUNTY ROAD NO. 12 ON THE RIGHT, TURN RIGHT ON MONTGOMERY COUNTY ROAD
 CN3181'NO. 12 AND DRIVE WEST FOR 0.05 MI (0.08 KM) TO OLD SELLERS ROAD ON
 CN3181'THE RIGHT, TURN RIGHT ON OLD SELLERS ROAD AND DRIVE NORTH FOR 0.60 MI
 CN3181'(0.97 KM) TO THE STATION ON THE RIGHT.
 CN3181'THE STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH TWO
 CN3181'STRANDS OF BARBED WIRE ON OLD TREATED WOOD POSTS, 39.6 FT (12.1 M)
 CN3181'EAST OF THE CENTERLINE OF OLD SELLERS ROAD, 111.5 FT (34.0 M) NORTH OF
 CN3181'A JUNCTION POWER POLE, 127.7 FT (38.9 M) NORTH-NORTHEAST OF TELEPHONE
 CN3181'CABLE PEDESTAL NO. 34 ACROSS THE ROAD, 137.5 FT (41.9 M)
 CN3181'NORTH-NORTHEAST OF THE NORTH POST OF A METAL GATE ACROSS THE ROAD, 2.9
 CN3181'FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3181'GROUND.
 CN3181'STATION 51-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0802 ***********************************************************************
 EF0802  DESIGNATION -  51 C
 EF0802  PID         -  EF0802
 EF0802  STATE/COUNTY-  AL/LAWRENCE
 EF0802  USGS QUAD   -  COURTLAND (1974)
 EF0802
 EF0802                         *CURRENT SURVEY CONTROL
 EF0802  ___________________________________________________________________
 EF0802* NAD 83(1986)-  34 39 50.     (N)    087 20 18.     (W)     SCALED    
 EF0802* NAVD 88     -       175.34   (+/-2cm)     575.3    (feet)  VERTCON   
 EF0802  ___________________________________________________________________
 EF0802  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EF0802
 EF0802  VERT ORDER  -  ? (See Below)
 EF0802
 EF0802.The horizontal coordinates were scaled from a topographic map and have
 EF0802.an estimated accuracy of +/- 6 seconds.
 EF0802
 EF0802.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF0802.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF0802.The vertical order pertains to the NGVD 29 superseded value.
 EF0802
 EF0802.The geoid height was determined by GEOID03.
 EF0802
 EF0802;                    North         East    Units  Estimated Accuracy
 EF0802;SPC AL W     -   517,170.      614,820.      MT  (+/- 180 meters Scaled)
 EF0802
 EF0802                          SUPERSEDED SURVEY CONTROL
 EF0802
 EF0802  NGVD 29 (??/??/92)  175.315  (m)          575.18   (f) ADJ UNCH    ?  
 EF0802
 EF0802.Superseded values are not recommended for survey control.
 EF0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0802.See file dsdata.txt to determine how the superseded data were derived.
 EF0802
 EF0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD690358(NAD 83)
 EF0802_MARKER: Q = CHISELED SQUARE
 EF0802_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0802_SP_SET: CONCRETE WALK
 EF0802_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0802
 EF0802  HISTORY     - Date     Condition        Report By
 EF0802  HISTORY     - UNK      MONUMENTED       CGS
 EF0802  HISTORY     - 1945     GOOD             NGS
 EF0802
 EF0802                          STATION DESCRIPTION
 EF0802
 EF0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 EF0802'2 MI W FROM COURTLAND.
 EF0802'ABOUT 2 MILES WEST OF COURTLAND, AT THE WEST END OF THE WEATHER BUREAU
 EF0802'OFFICE (BUILDING NO. T-731) OF COURTLAND ARMY AIR FIELD.  A CHISELED
 EF0802'SQUARE ON THE NORTHEAST CORNER OF A CONCRETE WALK LEADING INTO THE
 EF0802'OFFICE, 0.3 FOOT WEST OF THE WEST WALL, AND 0.2 FOOT NORTH OF THE
 EF0802'NORTH EDGE OF A DOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1837 ***********************************************************************
 DG1837  DESIGNATION -  51 RM 2
 DG1837  PID         -  DG1837
 DG1837  STATE/COUNTY-  AL/CALHOUN
 DG1837  USGS QUAD   -  OXFORD (1983)
 DG1837
 DG1837                         *CURRENT SURVEY CONTROL
 DG1837  ___________________________________________________________________
 DG1837* NAD 83(1986)-  33 37 14.     (N)    085 45 00.     (W)     SCALED    
 DG1837* NAVD 88     -       209.160  (meters)     686.22   (feet)  ADJUSTED  
 DG1837  ___________________________________________________________________
 DG1837  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1837  DYNAMIC HT  -         208.934 (meters)     685.48  (feet)  COMP
 DG1837  MODELED GRAV-     979,554.4   (mgal)                       NAVD 88
 DG1837
 DG1837  VERT ORDER  -  SECOND    CLASS 0
 DG1837
 DG1837.The horizontal coordinates were scaled from a topographic map and have
 DG1837.an estimated accuracy of +/- 6 seconds.
 DG1837
 DG1837.The orthometric height was determined by differential leveling
 DG1837.and adjusted by the National Geodetic Survey in June 1991..
 DG1837
 DG1837.The geoid height was determined by GEOID03.
 DG1837
 DG1837.The dynamic height is computed by dividing the NAVD 88
 DG1837.geopotential number by the normal gravity value computed on the
 DG1837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1837.degrees latitude (g = 980.6199 gals.).
 DG1837
 DG1837.The modeled gravity was interpolated from observed gravity values.
 DG1837
 DG1837;                    North         East    Units  Estimated Accuracy
 DG1837;SPC AL E     -   346,020.      207,730.      MT  (+/- 180 meters Scaled)
 DG1837
 DG1837                          SUPERSEDED SURVEY CONTROL
 DG1837
 DG1837  NGVD 29 (??/??/92)  209.09   (m)          686.0    (f) COMPUTED    2 0
 DG1837
 DG1837.Superseded values are not recommended for survey control.
 DG1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1837.See file dsdata.txt to determine how the superseded data were derived.
 DG1837
 DG1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC159207(NAD 83)
 DG1837_MARKER: DR = REFERENCE MARK DISK
 DG1837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1837_STAMPING: USGS NO 51 NO 2 1941
 DG1837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1837+STABILITY: SURFACE MOTION
 DG1837
 DG1837  HISTORY     - Date     Condition        Report By
 DG1837  HISTORY     - 1941     MONUMENTED       CGS
 DG1837  HISTORY     - 1948     GOOD             NGS
 DG1837
 DG1837                          STATION DESCRIPTION
 DG1837
 DG1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1837'0.4 MI SE FROM DE ARMANVILLE.
 DG1837'ABOUT 0.35 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE METHODIST
 DG1837'CHURCH AND CEMETERY AT DE ARMANVILLE, THENCE ABOUT 0.1 MILE
 DG1837'EAST ALONG U.S. HIGHWAY 78, AT THE HIGHEST PLACE OF A 5 FOOT
 DG1837'CUT, 44 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 77.3 FEET
 DG1837'SOUTH AND ACROSS THE HIGHWAY FROM U.S.G.S. NO. 51, 2 FEET WEST
 DG1837'OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE HIGHWAY
 DG1837'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1152 ***********************************************************************
 DH1152  DESIGNATION -  510 B 15
 DH1152  PID         -  DH1152
 DH1152  STATE/COUNTY-  AL/JEFFERSON
 DH1152  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1152
 DH1152                         *CURRENT SURVEY CONTROL
 DH1152  ___________________________________________________________________
 DH1152* NAD 83(1986)-  33 30 20.     (N)    086 48 00.     (W)     SCALED    
 DH1152* NAVD 88     -       188.841  (meters)     619.56   (feet)  POSTED    
 DH1152  ___________________________________________________________________
 DH1152  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH1152  DYNAMIC HT  -         188.630 (meters)     618.86  (feet)  COMP
 DH1152  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 DH1152
 DH1152  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1152
 DH1152.The horizontal coordinates were scaled from a topographic map and have
 DH1152.an estimated accuracy of +/- 6 seconds.
 DH1152
 DH1152.The orthometric height was determined by differential leveling
 DH1152.and adjusted by the National Geodetic Survey in 1992..
 DH1152.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1152.rate of 4.1 thru 8.0 mm/km.
 DH1152
 DH1152.The geoid height was determined by GEOID03.
 DH1152
 DH1152.The dynamic height is computed by dividing the NAVD 88
 DH1152.geopotential number by the normal gravity value computed on the
 DH1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1152.degrees latitude (g = 980.6199 gals.).
 DH1152
 DH1152.The modeled gravity was interpolated from observed gravity values.
 DH1152
 DH1152;                    North         East    Units  Estimated Accuracy
 DH1152;SPC AL W     -   388,900.      665,040.      MT  (+/- 180 meters Scaled)
 DH1152
 DH1152                          SUPERSEDED SURVEY CONTROL
 DH1152
 DH1152  NGVD 29 (??/??/92)  188.799  (m)          619.42   (f) ADJ UNCH    2 0
 DH1152
 DH1152.Superseded values are not recommended for survey control.
 DH1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1152.See file dsdata.txt to determine how the superseded data were derived.
 DH1152
 DH1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC185073(NAD 83)
 DH1152_MARKER: DD = SURVEY DISK
 DH1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1152_STAMPING: 510 B 15
 DH1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1152+STABILITY: SURFACE MOTION
 DH1152
 DH1152  HISTORY     - Date     Condition        Report By
 DH1152  HISTORY     - UNK      MONUMENTED       ALGS
 DH1152  HISTORY     - 1947     GOOD             NGS
 DH1152  HISTORY     - 1980     MARK NOT FOUND   NGS
 DH1152
 DH1152                          STATION DESCRIPTION
 DH1152
 DH1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1152'IN BIRMINGHAM.
 DH1152'ABOUT 0.6 MILE SOUTHEAST ALONG 20TH. STREET FROM THE LOUSIVILLE AND
 DH1152'NASHVILLE RAILROAD STATION IN BIRMINGHAM, IN THE SOUTH CORNER OF THE
 DH1152'INTERSECTION OF 7TH. AVENUE SOUTH AND 20TH. STREET, 3 FEET SOUTHEAST
 DH1152'OF THE SOUTHEAST CURB OF 7TH. STREET, 10 FEET SOUTHWEST OF THE
 DH1152'SOUTHWEST CURB OF 20TH. STREET, 16.5 FEET NORTHWEST OF THE NORTH
 DH1152'CORNER OF MADISON DRUG COMPANY BUILDING, A BRONZE DISK SET IN THE TOP
 DH1152'OF A CONCRETE POST ABOUT LEVEL WITH THE SIDEWALK.
 DH1152
 DH1152                          STATION RECOVERY (1980)
 DH1152
 DH1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH1152'SEARCHED FOR, NOT RECOVERED, A NEW SIDEWALK AND LAMP POST ARE NOW AT
 DH1152'THIS LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4696 ***********************************************************************
 AA4696  DESIGNATION -  5102
 AA4696  PID         -  AA4696
 AA4696  STATE/COUNTY-  AL/MONTGOMERY
 AA4696  USGS QUAD   -  PRATTVILLE (1981)
 AA4696
 AA4696                         *CURRENT SURVEY CONTROL
 AA4696  ___________________________________________________________________
 AA4696* NAD 83(1992)-  32 23 16.86623(N)    086 23 09.72196(W)     ADJUSTED  
 AA4696* NAVD 88     -        49.9    (meters)     164.     (feet)  VERTCON   
 AA4696  ___________________________________________________________________
 AA4696  X           -     339,824.769 (meters)                     COMP
 AA4696  Y           -  -5,380,431.411 (meters)                     COMP
 AA4696  Z           -   3,396,855.041 (meters)                     COMP
 AA4696  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AA4696  ELLIP HEIGHT-          21.94  (meters)          (07/29/02) GPS OBS
 AA4696  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 AA4696
 AA4696  HORZ ORDER  -  FIRST
 AA4696  ELLP ORDER  -  FOURTH    CLASS I
 AA4696
 AA4696.The horizontal coordinates were established by GPS observations
 AA4696.and adjusted by the National Geodetic Survey in April 1995..
 AA4696
 AA4696.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4696.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4696
 AA4696.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4696
 AA4696.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4696
 AA4696.The ellipsoidal height was determined by GPS observations
 AA4696.and is referenced to NAD 83.
 AA4696
 AA4696.The geoid height was determined by GEOID03.
 AA4696
 AA4696;                    North         East     Units Scale Factor Converg.
 AA4696;SPC AL E     -   209,464.127   147,996.462   MT  0.99999334   -0 17 45.8
 AA4696;UTM  16      - 3,583,611.660   557,747.302   MT  0.99964112   +0 19 44.0
 AA4696
 AA4696!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4696!SPC AL E     -   0.99999656  x   0.99999334  =   0.99998990
 AA4696!UTM  16      -   0.99999656  x   0.99964112  =   0.99963768
 AA4696
 AA4696                          SUPERSEDED SURVEY CONTROL
 AA4696
 AA4696  ELLIP H (10/22/97)   22.00   (m)                       GP(       ) 4 1
 AA4696  ELLIP H (04/13/95)   -6.34   (m)                       GP(       ) 4 1
 AA4696  NGVD 29 (04/13/95)   49.9    (m)          164.     (f) GPS OBS        
 AA4696
 AA4696.Superseded values are not recommended for survey control.
 AA4696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4696.See file dsdata.txt to determine how the superseded data were derived.
 AA4696
 AA4696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5774783612(NAD 83)
 AA4696_MARKER: DD = SURVEY DISK
 AA4696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4696_SP_SET: CONCRETE POST
 AA4696_STAMPING: STA. 5102 1994
 AA4696_MARK LOGO: AL-101
 AA4696_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4696+STABILITY: SURFACE MOTION
 AA4696_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4696+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4696
 AA4696  HISTORY     - Date     Condition        Report By
 AA4696  HISTORY     - 1994     MONUMENTED       CH2M
 AA4696
 AA4696                          STATION DESCRIPTION
 AA4696
 AA4696'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4696'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, PRATTVILLE
 AA4696'QUADRANGLE, SECTION 5, T16N, R17E.  THE STATION IS LOCATED ON THE WEST
 AA4696'SIDE OF THE RAILROAD TRACKS ALONG HIGHWAY 31 82 APPROXIMATELY 0.8 MI
 AA4696'(1.3 KM) SOUTHEAST OF HUNTER LOOP ROAD, 70 YARDS NORTH FROM THE NORTH
 AA4696'CORNER OF -BUSES UNLIMITED INC-. THE STATION IS A MONTGOMERY COUNTY
 AA4696'SURVEY DISK STAMPED STA. 5102 1994 AND SET ON TOP OF A 10 INCH
 AA4696'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND. THE DISK IS
 AA4696'LOCATED 13.5 FT (4.1 M) 228 DEGREES FROM THE WESTERN TRACK, 100.1 FT
 AA4696'(30.5 M) 119 DEGREES FROM A FIRE HYDRANT, AND 63.1 FT (19.2 M) 94
 AA4696'DEGREES FROM A WATER METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4697 ***********************************************************************
 AA4697  DESIGNATION -  5106
 AA4697  PID         -  AA4697
 AA4697  STATE/COUNTY-  AL/MONTGOMERY
 AA4697  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4697
 AA4697                         *CURRENT SURVEY CONTROL
 AA4697  ___________________________________________________________________
 AA4697* NAD 83(1992)-  32 26 10.89506(N)    086 16 59.29755(W)     ADJUSTED  
 AA4697* NAVD 88     -        53.497  (meters)     175.51   (feet)  ADJUSTED  
 AA4697  ___________________________________________________________________
 AA4697  X           -     349,300.674 (meters)                     COMP
 AA4697  Y           -  -5,376,947.922 (meters)                     COMP
 AA4697  Z           -   3,401,382.498 (meters)                     COMP
 AA4697  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AA4697  ELLIP HEIGHT-          25.31  (meters)          (07/29/02) GPS OBS
 AA4697  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA4697  DYNAMIC HT  -          53.436 (meters)     175.31  (feet)  COMP
 AA4697  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 AA4697
 AA4697  HORZ ORDER  -  FIRST
 AA4697  VERT ORDER  -  THIRD
 AA4697  ELLP ORDER  -  FOURTH    CLASS I
 AA4697
 AA4697.The horizontal coordinates were established by GPS observations
 AA4697.and adjusted by the National Geodetic Survey in April 1995..
 AA4697
 AA4697.The orthometric height was determined by differential leveling
 AA4697.and adjusted by the National Geodetic Survey in April 1998..
 AA4697
 AA4697.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4697
 AA4697.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4697
 AA4697.The ellipsoidal height was determined by GPS observations
 AA4697.and is referenced to NAD 83.
 AA4697
 AA4697.The geoid height was determined by GEOID03.
 AA4697
 AA4697.The dynamic height is computed by dividing the NAVD 88
 AA4697.geopotential number by the normal gravity value computed on the
 AA4697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4697.degrees latitude (g = 980.6199 gals.).
 AA4697
 AA4697.The modeled gravity was interpolated from observed gravity values.
 AA4697
 AA4697;                    North         East     Units Scale Factor Converg.
 AA4697;SPC AL E     -   214,779.380   157,700.558   MT  0.99998206   -0 14 28.5
 AA4697;UTM  16      - 3,589,030.672   567,389.537   MT  0.99965600   +0 23 04.2
 AA4697
 AA4697!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4697!SPC AL E     -   0.99999603  x   0.99998206  =   0.99997809
 AA4697!UTM  16      -   0.99999603  x   0.99965600  =   0.99965203
 AA4697
 AA4697                          SUPERSEDED SURVEY CONTROL
 AA4697
 AA4697  ELLIP H (10/22/97)   25.37   (m)                       GP(       ) 4 1
 AA4697  ELLIP H (04/13/95)   -3.10   (m)                       GP(       ) 4 1
 AA4697  NGVD 29 (04/13/95)   53.5    (m)          176.     (f) GPS OBS        
 AA4697
 AA4697.Superseded values are not recommended for survey control.
 AA4697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4697.See file dsdata.txt to determine how the superseded data were derived.
 AA4697
 AA4697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6739089031(NAD 83)
 AA4697_MARKER: DD = SURVEY DISK
 AA4697_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4697_SP_SET: CONCRETE POST
 AA4697_STAMPING: STA. 5106 1994
 AA4697_MARK LOGO: AL-101
 AA4697_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4697+STABILITY: SURFACE MOTION
 AA4697_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4697+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4697
 AA4697  HISTORY     - Date     Condition        Report By
 AA4697  HISTORY     - 1994     MONUMENTED       CH2M
 AA4697  HISTORY     - 19940226 GOOD             MSI
 AA4697
 AA4697                          STATION DESCRIPTION
 AA4697
 AA4697'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4697'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4697'NORTH QUADRANGLE, SECTION 20, T17N, R18E. THE STATION IS LOCATED
 AA4697'APPROXIMATELY 0.9 MI (1.4 KM) NORTH OF NORTHERN THE BOULEVARD, AT THE
 AA4697'NORTHWEST CORNER OF THE COOSADA FERRY ROAD, FORD DRIVE, AND MAPLEWOOD
 AA4697'ROAD INTERSECTION. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4697'STAMPED STA. 5106 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4697'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND. THE DISK IS LOCATED
 AA4697'19.16 FT (5.84 M) 270 DEGREES FROM THE CENTERLINE OF COOSADA FERRY
 AA4697'ROAD, 67.08 FT (20.45 M) 325 DEGREES FROM A MAIN POWER POLE, 17.61 FT
 AA4697'(5.37 M) 35 DEGREES FROM THE CORNER OF A FENCE.
 AA4697
 AA4697                          STATION RECOVERY (1994)
 AA4697
 AA4697'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4697'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4698 ***********************************************************************
 AA4698  DESIGNATION -  5108
 AA4698  PID         -  AA4698
 AA4698  STATE/COUNTY-  AL/MONTGOMERY
 AA4698  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4698
 AA4698                         *CURRENT SURVEY CONTROL
 AA4698  ___________________________________________________________________
 AA4698* NAD 83(1992)-  32 25 39.26705(N)    086 16 58.93404(W)     ADJUSTED  
 AA4698* NAVD 88     -        63.961  (meters)     209.85   (feet)  ADJUSTED  
 AA4698  ___________________________________________________________________
 AA4698  X           -     349,344.597 (meters)                     COMP
 AA4698  Y           -  -5,377,477.535 (meters)                     COMP
 AA4698  Z           -   3,400,565.803 (meters)                     COMP
 AA4698  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AA4698  ELLIP HEIGHT-          35.79  (meters)          (07/29/02) GPS OBS
 AA4698  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AA4698  DYNAMIC HT  -          63.888 (meters)     209.61  (feet)  COMP
 AA4698  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 AA4698
 AA4698  HORZ ORDER  -  FIRST
 AA4698  VERT ORDER  -  THIRD
 AA4698  ELLP ORDER  -  FOURTH    CLASS I
 AA4698
 AA4698.The horizontal coordinates were established by GPS observations
 AA4698.and adjusted by the National Geodetic Survey in April 1995..
 AA4698
 AA4698.The orthometric height was determined by differential leveling
 AA4698.and adjusted by the National Geodetic Survey in April 1998..
 AA4698
 AA4698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4698
 AA4698.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4698
 AA4698.The ellipsoidal height was determined by GPS observations
 AA4698.and is referenced to NAD 83.
 AA4698
 AA4698.The geoid height was determined by GEOID03.
 AA4698
 AA4698.The dynamic height is computed by dividing the NAVD 88
 AA4698.geopotential number by the normal gravity value computed on the
 AA4698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4698.degrees latitude (g = 980.6199 gals.).
 AA4698
 AA4698.The modeled gravity was interpolated from observed gravity values.
 AA4698
 AA4698;                    North         East     Units Scale Factor Converg.
 AA4698;SPC AL E     -   213,805.097   157,705.953   MT  0.99998205   -0 14 28.1
 AA4698;UTM  16      - 3,588,056.823   567,405.565   MT  0.99965603   +0 23 04.1
 AA4698
 AA4698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4698!SPC AL E     -   0.99999438  x   0.99998205  =   0.99997643
 AA4698!UTM  16      -   0.99999438  x   0.99965603  =   0.99965041
 AA4698
 AA4698                          SUPERSEDED SURVEY CONTROL
 AA4698
 AA4698  ELLIP H (10/22/97)   35.86   (m)                       GP(       ) 4 1
 AA4698  ELLIP H (04/13/95)    7.39   (m)                       GP(       ) 4 1
 AA4698  NGVD 29 (04/13/95)   63.9    (m)          210.     (f) GPS OBS        
 AA4698
 AA4698.Superseded values are not recommended for survey control.
 AA4698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4698.See file dsdata.txt to determine how the superseded data were derived.
 AA4698
 AA4698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6740688057(NAD 83)
 AA4698_MARKER: DD = SURVEY DISK
 AA4698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4698_SP_SET: CONCRETE POST
 AA4698_STAMPING: STA. 5108 1994
 AA4698_MARK LOGO: AL-101
 AA4698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4698+STABILITY: SURFACE MOTION
 AA4698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4698+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4698
 AA4698  HISTORY     - Date     Condition        Report By
 AA4698  HISTORY     - 1994     MONUMENTED       CH2M
 AA4698  HISTORY     - 19940226 GOOD             MSI
 AA4698
 AA4698                          STATION DESCRIPTION
 AA4698
 AA4698'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4698'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4698'NORTH QUADRANGLE, SECTION 29, T 17N, R18E.  THE STATION IS LOCATED
 AA4698'APPROXIMATELY 0.2 MI (0.3 KM) NORTH OF THE NORTHERN BOULEVARD ON THE
 AA4698'WEST SIDE OF LOWER WETUMPKA ROAD, APPROXIMATELY 0.1 MI (0.2 KM)
 AA4698'NORTHEAST OF THE JOHNSON AVENUE, FORBES ROAD, AND LOWER WETUMPKA ROAD
 AA4698'INTERSECTION. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4698'STA. 5108 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4698'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 77.44 FT
 AA4698'(23.60 M) 215 DEGREES FROM A LIGHT POLE WITH TELEPHONE, 29.46 FT (8.98
 AA4698'M) 297 DEGREES FROM THE CENTERLINE OF LOWER WETUMPKA ROAD, 115.15 FT
 AA4698'(35.10 M) 38 DEGREES FROM THE CORNER OF A FENCE WITH A 24 INCH TREE.
 AA4698
 AA4698                          STATION RECOVERY (1994)
 AA4698
 AA4698'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4698'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4699 ***********************************************************************
 AA4699  DESIGNATION -  5111
 AA4699  PID         -  AA4699
 AA4699  STATE/COUNTY-  AL/MONTGOMERY
 AA4699  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4699
 AA4699                         *CURRENT SURVEY CONTROL
 AA4699  ___________________________________________________________________
 AA4699* NAD 83(1992)-  32 25 03.82757(N)    086 17 06.84350(W)     ADJUSTED  
 AA4699* NAVD 88     -        62.721  (meters)     205.78   (feet)  ADJUSTED  
 AA4699  ___________________________________________________________________
 AA4699  X           -     349,176.247 (meters)                     COMP
 AA4699  Y           -  -5,378,074.003 (meters)                     COMP
 AA4699  Z           -   3,399,643.653 (meters)                     COMP
 AA4699  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AA4699  ELLIP HEIGHT-          34.59  (meters)          (07/29/02) GPS OBS
 AA4699  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AA4699  DYNAMIC HT  -          62.649 (meters)     205.54  (feet)  COMP
 AA4699  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 AA4699
 AA4699  HORZ ORDER  -  FIRST
 AA4699  VERT ORDER  -  THIRD
 AA4699  ELLP ORDER  -  FOURTH    CLASS I
 AA4699
 AA4699.The horizontal coordinates were established by GPS observations
 AA4699.and adjusted by the National Geodetic Survey in April 1995..
 AA4699
 AA4699.The orthometric height was determined by differential leveling
 AA4699.and adjusted by the National Geodetic Survey in April 1998..
 AA4699
 AA4699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4699
 AA4699.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4699
 AA4699.The ellipsoidal height was determined by GPS observations
 AA4699.and is referenced to NAD 83.
 AA4699
 AA4699.The geoid height was determined by GEOID03.
 AA4699
 AA4699.The dynamic height is computed by dividing the NAVD 88
 AA4699.geopotential number by the normal gravity value computed on the
 AA4699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4699.degrees latitude (g = 980.6199 gals.).
 AA4699
 AA4699.The modeled gravity was interpolated from observed gravity values.
 AA4699
 AA4699;                    North         East     Units Scale Factor Converg.
 AA4699;SPC AL E     -   212,714.322   157,494.703   MT  0.99998227   -0 14 32.1
 AA4699;UTM  16      - 3,586,964.164   567,206.302   MT  0.99965570   +0 22 59.5
 AA4699
 AA4699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4699!SPC AL E     -   0.99999457  x   0.99998227  =   0.99997684
 AA4699!UTM  16      -   0.99999457  x   0.99965570  =   0.99965027
 AA4699
 AA4699                          SUPERSEDED SURVEY CONTROL
 AA4699
 AA4699  ELLIP H (10/22/97)   34.65   (m)                       GP(       ) 4 1
 AA4699  ELLIP H (04/13/95)    6.20   (m)                       GP(       ) 4 1
 AA4699  NGVD 29 (04/13/95)   62.7    (m)          206.     (f) GPS OBS        
 AA4699
 AA4699.Superseded values are not recommended for survey control.
 AA4699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4699.See file dsdata.txt to determine how the superseded data were derived.
 AA4699
 AA4699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6720686964(NAD 83)
 AA4699_MARKER: DD = SURVEY DISK
 AA4699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4699_SP_SET: CONCRETE POST
 AA4699_STAMPING: STA. 5111 1994
 AA4699_MARK LOGO: AL-101
 AA4699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4699+STABILITY: SURFACE MOTION
 AA4699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4699+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4699
 AA4699  HISTORY     - Date     Condition        Report By
 AA4699  HISTORY     - 1994     MONUMENTED       CH2M
 AA4699  HISTORY     - 19940226 GOOD             MSI
 AA4699
 AA4699                          STATION DESCRIPTION
 AA4699
 AA4699'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4699'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4699'NORTH QUADRANGLE, SECTION 29, T17 N, R18E.  THE STATION IS LOCATED
 AA4699'APPROXIMATELY 0.5 MI (0.8 KM) SOUTH OF THE NORTHERN BOULEVARD AT THE
 AA4699'NORTHEAST CORNER OF LOWER WETUMPKA ROAD AND VANDIVER BOULEVARD
 AA4699'INTERSECTION. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4699'STA. 5111 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4699'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 5.81 FT
 AA4699'(1.77 M) 100 DEGREES FROM THE BACK OF THE LOWER WETUMPKA ROAD CURB,
 AA4699'24.97 FT (7.61 M) 352 DEGREES FROM A SIGNAL POLE, 30.03 FT (9.15 M) 50
 AA4699'DEGREES FROM A STORM MANHOLE.
 AA4699
 AA4699                          STATION RECOVERY (1994)
 AA4699
 AA4699'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4699'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4700 ***********************************************************************
 AA4700  DESIGNATION -  5112
 AA4700  PID         -  AA4700
 AA4700  STATE/COUNTY-  AL/MONTGOMERY
 AA4700  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4700
 AA4700                         *CURRENT SURVEY CONTROL
 AA4700  ___________________________________________________________________
 AA4700* NAD 83(1992)-  32 25 03.83886(N)    086 16 07.81869(W)     ADJUSTED  
 AA4700* NAVD 88     -        63.966  (meters)     209.86   (feet)  ADJUSTED  
 AA4700  ___________________________________________________________________
 AA4700  X           -     350,715.280 (meters)                     COMP
 AA4700  Y           -  -5,377,974.704 (meters)                     COMP
 AA4700  Z           -   3,399,644.601 (meters)                     COMP
 AA4700  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AA4700  ELLIP HEIGHT-          35.81  (meters)          (07/29/02) GPS OBS
 AA4700  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AA4700  DYNAMIC HT  -          63.893 (meters)     209.62  (feet)  COMP
 AA4700  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 AA4700
 AA4700  HORZ ORDER  -  FIRST
 AA4700  VERT ORDER  -  THIRD
 AA4700  ELLP ORDER  -  FOURTH    CLASS I
 AA4700
 AA4700.The horizontal coordinates were established by GPS observations
 AA4700.and adjusted by the National Geodetic Survey in April 1995..
 AA4700
 AA4700.The orthometric height was determined by differential leveling
 AA4700.and adjusted by the National Geodetic Survey in April 1998..
 AA4700
 AA4700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4700
 AA4700.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4700
 AA4700.The ellipsoidal height was determined by GPS observations
 AA4700.and is referenced to NAD 83.
 AA4700
 AA4700.The geoid height was determined by GEOID03.
 AA4700
 AA4700.The dynamic height is computed by dividing the NAVD 88
 AA4700.geopotential number by the normal gravity value computed on the
 AA4700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4700.degrees latitude (g = 980.6199 gals.).
 AA4700
 AA4700.The modeled gravity was interpolated from observed gravity values.
 AA4700
 AA4700;                    North         East     Units Scale Factor Converg.
 AA4700;SPC AL E     -   212,708.267   159,036.886   MT  0.99998068   -0 14 00.5
 AA4700;UTM  16      - 3,586,974.940   568,747.958   MT  0.99965828   +0 23 31.1
 AA4700
 AA4700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4700!SPC AL E     -   0.99999438  x   0.99998068  =   0.99997506
 AA4700!UTM  16      -   0.99999438  x   0.99965828  =   0.99965266
 AA4700
 AA4700                          SUPERSEDED SURVEY CONTROL
 AA4700
 AA4700  ELLIP H (10/22/97)   35.88   (m)                       GP(       ) 4 1
 AA4700  ELLIP H (04/13/95)    7.43   (m)                       GP(       ) 4 1
 AA4700  NGVD 29 (04/13/95)   63.9    (m)          210.     (f) GPS OBS        
 AA4700
 AA4700.Superseded values are not recommended for survey control.
 AA4700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4700.See file dsdata.txt to determine how the superseded data were derived.
 AA4700
 AA4700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6874886975(NAD 83)
 AA4700_MARKER: DD = SURVEY DISK
 AA4700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4700_SP_SET: CONCRETE POST
 AA4700_STAMPING: STA. 5112 1994
 AA4700_MARK LOGO: AL-101
 AA4700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4700+STABILITY: SURFACE MOTION
 AA4700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4700+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4700
 AA4700  HISTORY     - Date     Condition        Report By
 AA4700  HISTORY     - 1994     MONUMENTED       CH2M
 AA4700  HISTORY     - 19940226 GOOD             MSI
 AA4700
 AA4700                          STATION DESCRIPTION
 AA4700
 AA4700'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4700'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4700'NORTH QUADRANGLE, SECTION 28, T17N, R18E.  THE STATION IS LOCATED
 AA4700'APPROXIMATELY 0.35 MI (0.56 KM) SOUTH OF THE NORTHERN BOULEVARD, ON
 AA4700'THE WEST SIDE OF COLISEUM BOULEVARD, 0.1 MI (0.2 KM) NORTH OF THE
 AA4700'INTERSECTION WITH GARDENDALE DRIVE. THE STATION IS A MONTGOMERY COUNTY
 AA4700'SURVEY DISK STAMPED STA. 5112 1994, AND SET IN THE TOP OF A 10 INCH
 AA4700'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS
 AA4700'LOCATED 12.20 FT (3.72 M) 273 DEGREES FROM THE BACK OF THE COLISEUM
 AA4700'BOULEVARD CURB, 7.45 FT (2.27 M) 201 DEGREES FROM A POWER POLE, 98.55
 AA4700'FT (30.04 M) 357 DEGREES FROM A STORM MANHOLE.
 AA4700
 AA4700                          STATION RECOVERY (1994)
 AA4700
 AA4700'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4700'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4701 ***********************************************************************
 AA4701  DESIGNATION -  5115
 AA4701  PID         -  AA4701
 AA4701  STATE/COUNTY-  AL/MONTGOMERY
 AA4701  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4701
 AA4701                         *CURRENT SURVEY CONTROL
 AA4701  ___________________________________________________________________
 AA4701* NAD 83(1992)-  32 24 29.19964(N)    086 18 14.73502(W)     ADJUSTED  
 AA4701* NAVD 88     -        47.453  (meters)     155.69   (feet)  ADJUSTED  
 AA4701  ___________________________________________________________________
 AA4701  X           -     347,442.077 (meters)                     COMP
 AA4701  Y           -  -5,378,746.381 (meters)                     COMP
 AA4701  Z           -   3,398,734.991 (meters)                     COMP
 AA4701  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA4701  ELLIP HEIGHT-          19.36  (meters)          (07/29/02) GPS OBS
 AA4701  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AA4701  DYNAMIC HT  -          47.399 (meters)     155.51  (feet)  COMP
 AA4701  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 AA4701
 AA4701  HORZ ORDER  -  FIRST
 AA4701  VERT ORDER  -  THIRD
 AA4701  ELLP ORDER  -  FOURTH    CLASS I
 AA4701
 AA4701.The horizontal coordinates were established by GPS observations
 AA4701.and adjusted by the National Geodetic Survey in April 1995..
 AA4701
 AA4701.The orthometric height was determined by differential leveling
 AA4701.and adjusted by the National Geodetic Survey in April 1998..
 AA4701
 AA4701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4701
 AA4701.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4701
 AA4701.The ellipsoidal height was determined by GPS observations
 AA4701.and is referenced to NAD 83.
 AA4701
 AA4701.The geoid height was determined by GEOID03.
 AA4701
 AA4701.The dynamic height is computed by dividing the NAVD 88
 AA4701.geopotential number by the normal gravity value computed on the
 AA4701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4701.degrees latitude (g = 980.6199 gals.).
 AA4701
 AA4701.The modeled gravity was interpolated from observed gravity values.
 AA4701
 AA4701;                    North         East     Units Scale Factor Converg.
 AA4701;SPC AL E     -   211,655.331   155,716.155   MT  0.99998417   -0 15 08.3
 AA4701;UTM  16      - 3,585,886.178   565,439.999   MT  0.99965281   +0 22 22.7
 AA4701
 AA4701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4701!SPC AL E     -   0.99999696  x   0.99998417  =   0.99998113
 AA4701!UTM  16      -   0.99999696  x   0.99965281  =   0.99964977
 AA4701
 AA4701                          SUPERSEDED SURVEY CONTROL
 AA4701
 AA4701  ELLIP H (10/22/97)   19.43   (m)                       GP(       ) 4 1
 AA4701  ELLIP H (04/13/95)   -8.99   (m)                       GP(       ) 4 1
 AA4701  NGVD 29 (04/13/95)   47.4    (m)          156.     (f) GPS OBS        
 AA4701
 AA4701.Superseded values are not recommended for survey control.
 AA4701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4701.See file dsdata.txt to determine how the superseded data were derived.
 AA4701
 AA4701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6544085886(NAD 83)
 AA4701_MARKER: DD = SURVEY DISK
 AA4701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4701_SP_SET: CONCRETE POST
 AA4701_STAMPING: STA. 5115 1994
 AA4701_MARK LOGO: AL-101
 AA4701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4701+STABILITY: SURFACE MOTION
 AA4701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4701+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4701
 AA4701  HISTORY     - Date     Condition        Report By
 AA4701  HISTORY     - 1994     MONUMENTED       CH2M
 AA4701  HISTORY     - 19940226 GOOD             MSI
 AA4701
 AA4701                          STATION DESCRIPTION
 AA4701
 AA4701'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4701'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4701'NORTH QUADRANGLE, SECTION 31, T17N, R18E.  THE STATION IS LOCATED
 AA4701'APPROXIMATELY 0.1 MI (0.2 KM) SOUTHEAST OF HIGHWAY 231, ON THE
 AA4701'SOUTHEAST SIDE OF JACKSON FERRY ROAD, 0.4 MI (0.6 KM) NORTH OF THE 6TH
 AA4701'STREET INTERSECTION. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4701'STAMPED STA. 5115 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4701'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4701'32.9 FT (10.0 M) 129 DEGREES FROM THE CENTERLINE OF JACKSON FERRY
 AA4701'ROAD, 48.1 FT (14.7 M) 289 DEGREES FROM POWER POLE NO. 238, 29.5 FT
 AA4701'(9.0 M) 193 DEGREES FROM A STORM MANHOLE.
 AA4701
 AA4701                          STATION RECOVERY (1994)
 AA4701
 AA4701'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4701'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4702 ***********************************************************************
 AA4702  DESIGNATION -  5116
 AA4702  PID         -  AA4702
 AA4702  STATE/COUNTY-  AL/MONTGOMERY
 AA4702  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4702
 AA4702                         *CURRENT SURVEY CONTROL
 AA4702  ___________________________________________________________________
 AA4702* NAD 83(1992)-  32 24 29.75472(N)    086 17 18.96343(W)     ADJUSTED  
 AA4702* NAVD 88     -        58.570  (meters)     192.16   (feet)  ADJUSTED  
 AA4702  ___________________________________________________________________
 AA4702  X           -     348,896.428 (meters)                     COMP
 AA4702  Y           -  -5,378,652.447 (meters)                     COMP
 AA4702  Z           -   3,398,755.375 (meters)                     COMP
 AA4702  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AA4702  ELLIP HEIGHT-          30.46  (meters)          (07/29/02) GPS OBS
 AA4702  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 AA4702  DYNAMIC HT  -          58.503 (meters)     191.94  (feet)  COMP
 AA4702  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 AA4702
 AA4702  HORZ ORDER  -  FIRST
 AA4702  VERT ORDER  -  THIRD
 AA4702  ELLP ORDER  -  FOURTH    CLASS I
 AA4702
 AA4702.The horizontal coordinates were established by GPS observations
 AA4702.and adjusted by the National Geodetic Survey in April 1995..
 AA4702
 AA4702.The orthometric height was determined by differential leveling
 AA4702.and adjusted by the National Geodetic Survey in April 1998..
 AA4702
 AA4702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4702
 AA4702.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4702
 AA4702.The ellipsoidal height was determined by GPS observations
 AA4702.and is referenced to NAD 83.
 AA4702
 AA4702.The geoid height was determined by GEOID03.
 AA4702
 AA4702.The dynamic height is computed by dividing the NAVD 88
 AA4702.geopotential number by the normal gravity value computed on the
 AA4702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4702.degrees latitude (g = 980.6199 gals.).
 AA4702
 AA4702.The modeled gravity was interpolated from observed gravity values.
 AA4702
 AA4702;                    North         East     Units Scale Factor Converg.
 AA4702;SPC AL E     -   211,666.117   157,173.567   MT  0.99998261   -0 14 38.4
 AA4702;UTM  16      - 3,585,912.860   566,896.727   MT  0.99965518   +0 22 52.6
 AA4702
 AA4702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4702!SPC AL E     -   0.99999522  x   0.99998261  =   0.99997783
 AA4702!UTM  16      -   0.99999522  x   0.99965518  =   0.99965040
 AA4702
 AA4702                          SUPERSEDED SURVEY CONTROL
 AA4702
 AA4702  ELLIP H (10/22/97)   30.53   (m)                       GP(       ) 4 1
 AA4702  ELLIP H (04/13/95)    2.11   (m)                       GP(       ) 4 1
 AA4702  NGVD 29 (04/13/95)   58.5    (m)          192.     (f) GPS OBS        
 AA4702
 AA4702.Superseded values are not recommended for survey control.
 AA4702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4702.See file dsdata.txt to determine how the superseded data were derived.
 AA4702
 AA4702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6689785913(NAD 83)
 AA4702_MARKER: DD = SURVEY DISK
 AA4702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4702_SP_SET: CONCRETE POST
 AA4702_STAMPING: STA. 5116 1994
 AA4702_MARK LOGO: AL-101
 AA4702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4702+STABILITY: SURFACE MOTION
 AA4702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4702+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4702
 AA4702  HISTORY     - Date     Condition        Report By
 AA4702  HISTORY     - 1994     MONUMENTED       CH2M
 AA4702  HISTORY     - 19940226 GOOD             MSI
 AA4702
 AA4702                          STATION DESCRIPTION
 AA4702
 AA4702'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4702'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4702'NORTH QUADRANGLE, SECTION 32, T17N, R18E.  THE STATION IS LOCATED
 AA4702'APPROXIMATELY 1.1 MI (1.8 KM) SOUTH OF THE NORTHERN BOULEVARD AT THE
 AA4702'NORTHEAST CORNER OF THE LOWER WETUMPKA ROAD AND YARLBOROUGH STREET
 AA4702'INTERSECTION. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4702'STA. 5116 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4702'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 7.91 FT
 AA4702'(2.41 M) 149 DEGREES FROM A FIRE HYDRANT, 18.4 FT (5.6 M) 210 DEGREES
 AA4702'FROM A POWER POLE WITH TELEPHONE, 35.68 FT (10.88 M) 312 DEGREES FROM
 AA4702'A STORM INLET BOX.
 AA4702
 AA4702                          STATION RECOVERY (1994)
 AA4702
 AA4702'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4702'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4703 ***********************************************************************
 AA4703  DESIGNATION -  5123
 AA4703  PID         -  AA4703
 AA4703  STATE/COUNTY-  AL/MONTGOMERY
 AA4703  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4703
 AA4703                         *CURRENT SURVEY CONTROL
 AA4703  ___________________________________________________________________
 AA4703* NAD 83(1992)-  32 23 53.28821(N)    086 17 28.92729(W)     ADJUSTED  
 AA4703* NAVD 88     -        49.427  (meters)     162.16   (feet)  ADJUSTED  
 AA4703  ___________________________________________________________________
 AA4703  X           -     348,675.044 (meters)                     COMP
 AA4703  Y           -  -5,379,262.322 (meters)                     COMP
 AA4703  Z           -   3,397,802.087 (meters)                     COMP
 AA4703  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AA4703  ELLIP HEIGHT-          21.36  (meters)          (07/29/02) GPS OBS
 AA4703  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AA4703  DYNAMIC HT  -          49.371 (meters)     161.98  (feet)  COMP
 AA4703  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 AA4703
 AA4703  HORZ ORDER  -  FIRST
 AA4703  VERT ORDER  -  THIRD
 AA4703  ELLP ORDER  -  FOURTH    CLASS I
 AA4703
 AA4703.The horizontal coordinates were established by GPS observations
 AA4703.and adjusted by the National Geodetic Survey in April 1995..
 AA4703
 AA4703.The orthometric height was determined by differential leveling
 AA4703.and adjusted by the National Geodetic Survey in April 1998..
 AA4703
 AA4703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4703
 AA4703.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4703
 AA4703.The ellipsoidal height was determined by GPS observations
 AA4703.and is referenced to NAD 83.
 AA4703
 AA4703.The geoid height was determined by GEOID03.
 AA4703
 AA4703.The dynamic height is computed by dividing the NAVD 88
 AA4703.geopotential number by the normal gravity value computed on the
 AA4703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4703.degrees latitude (g = 980.6199 gals.).
 AA4703
 AA4703.The modeled gravity was interpolated from observed gravity values.
 AA4703
 AA4703;                    North         East     Units Scale Factor Converg.
 AA4703;SPC AL E     -   210,543.949   156,908.395   MT  0.99998289   -0 14 43.5
 AA4703;UTM  16      - 3,584,788.234   566,643.898   MT  0.99965477   +0 22 46.9
 AA4703
 AA4703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4703!SPC AL E     -   0.99999665  x   0.99998289  =   0.99997954
 AA4703!UTM  16      -   0.99999665  x   0.99965477  =   0.99965142
 AA4703
 AA4703                          SUPERSEDED SURVEY CONTROL
 AA4703
 AA4703  ELLIP H (10/22/97)   21.42   (m)                       GP(       ) 4 1
 AA4703  ELLIP H (04/13/95)   -6.98   (m)                       GP(       ) 4 1
 AA4703  NGVD 29 (04/13/95)   49.4    (m)          162.     (f) GPS OBS        
 AA4703
 AA4703.Superseded values are not recommended for survey control.
 AA4703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4703.See file dsdata.txt to determine how the superseded data were derived.
 AA4703
 AA4703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6664484788(NAD 83)
 AA4703_MARKER: DD = SURVEY DISK
 AA4703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4703_SP_SET: CONCRETE POST
 AA4703_STAMPING: STA. 5123 1994
 AA4703_MARK LOGO: AL-101
 AA4703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4703+STABILITY: SURFACE MOTION
 AA4703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4703+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4703
 AA4703  HISTORY     - Date     Condition        Report By
 AA4703  HISTORY     - 1994     MONUMENTED       CH2M
 AA4703  HISTORY     - 19940226 GOOD             MSI
 AA4703
 AA4703                          STATION DESCRIPTION
 AA4703
 AA4703'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4703'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4703'NORTH QUADRANGLE, SECTION 5, T16N, R18E.  THE STATION IS LOCATED
 AA4703'APPROXIMATELY 1.9 MI (3.1 KM) SOUTH OF THE NORTHERN BOULEVARD ON THE
 AA4703'WEST SIDE OF LOWER WETUMPKA ROAD. THE STATION IS A MONTGOMERY COUNTY
 AA4703'SURVEY DISK STAMPED STA. 5123 1994, AND SET IN THE TOP OF A 10 INCH
 AA4703'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS
 AA4703'LOCATED 100 FT (30.5 M) NORTH OF THE NORTH DECATUR STREET
 AA4703'INTERSECTION, 70.69 FT (21.55 M) 296 DEGREES FROM A POWER POLE WITH
 AA4703'LIGHT AND TRANSFORMER, 10.2 FT (3.1 M) 70 DEGREES FROM A WOODEN POWER
 AA4703'POLE, 5.92 FT (1.80 M) 206 DEGREES FROM THE BACK OF AN ISLAND CURB.
 AA4703
 AA4703                          STATION RECOVERY (1994)
 AA4703
 AA4703'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4703'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4704 ***********************************************************************
 AA4704  DESIGNATION -  5124
 AA4704  PID         -  AA4704
 AA4704  STATE/COUNTY-  AL/MONTGOMERY
 AA4704  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4704
 AA4704                         *CURRENT SURVEY CONTROL
 AA4704  ___________________________________________________________________
 AA4704* NAD 83(1992)-  32 23 50.40802(N)    086 16 21.79412(W)     ADJUSTED  
 AA4704* NAVD 88     -        85.957  (meters)     282.01   (feet)  ADJUSTED  
 AA4704  ___________________________________________________________________
 AA4704  X           -     350,430.915 (meters)                     COMP
 AA4704  Y           -  -5,379,226.776 (meters)                     COMP
 AA4704  Z           -   3,397,746.753 (meters)                     COMP
 AA4704  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 AA4704  ELLIP HEIGHT-          57.90  (meters)          (07/29/02) GPS OBS
 AA4704  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AA4704  DYNAMIC HT  -          85.859 (meters)     281.69  (feet)  COMP
 AA4704  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 AA4704
 AA4704  HORZ ORDER  -  FIRST
 AA4704  VERT ORDER  -  THIRD
 AA4704  ELLP ORDER  -  FOURTH    CLASS I
 AA4704
 AA4704.The horizontal coordinates were established by GPS observations
 AA4704.and adjusted by the National Geodetic Survey in April 1995..
 AA4704
 AA4704.The orthometric height was determined by differential leveling
 AA4704.and adjusted by the National Geodetic Survey in April 1998..
 AA4704
 AA4704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4704
 AA4704.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4704
 AA4704.The ellipsoidal height was determined by GPS observations
 AA4704.and is referenced to NAD 83.
 AA4704
 AA4704.The geoid height was determined by GEOID03.
 AA4704
 AA4704.The dynamic height is computed by dividing the NAVD 88
 AA4704.geopotential number by the normal gravity value computed on the
 AA4704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4704.degrees latitude (g = 980.6199 gals.).
 AA4704
 AA4704.The modeled gravity was interpolated from observed gravity values.
 AA4704
 AA4704;                    North         East     Units Scale Factor Converg.
 AA4704;SPC AL E     -   210,447.869   158,662.444   MT  0.99998106   -0 14 07.5
 AA4704;UTM  16      - 3,584,711.321   568,398.319   MT  0.99965769   +0 23 22.9
 AA4704
 AA4704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4704!SPC AL E     -   0.99999091  x   0.99998106  =   0.99997197
 AA4704!UTM  16      -   0.99999091  x   0.99965769  =   0.99964860
 AA4704
 AA4704                          SUPERSEDED SURVEY CONTROL
 AA4704
 AA4704  ELLIP H (10/22/97)   57.96   (m)                       GP(       ) 4 1
 AA4704  ELLIP H (04/13/95)   29.55   (m)                       GP(       ) 4 1
 AA4704  NGVD 29 (04/13/95)   86.0    (m)          282.     (f) GPS OBS        
 AA4704
 AA4704.Superseded values are not recommended for survey control.
 AA4704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4704.See file dsdata.txt to determine how the superseded data were derived.
 AA4704
 AA4704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6839884711(NAD 83)
 AA4704_MARKER: DD = SURVEY DISK
 AA4704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4704_SP_SET: CONCRETE POST
 AA4704_STAMPING: STA. 5124 1994
 AA4704_MARK LOGO: AL-101
 AA4704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4704+STABILITY: SURFACE MOTION
 AA4704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4704+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4704
 AA4704  HISTORY     - Date     Condition        Report By
 AA4704  HISTORY     - 1994     MONUMENTED       CH2M
 AA4704  HISTORY     - 19940226 GOOD             MSI
 AA4704
 AA4704                          STATION DESCRIPTION
 AA4704
 AA4704'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4704'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4704'NORTH QUADRANGLE, SECTION 4, T16N, R18E.  THE STATION IS LOCATED
 AA4704'APPROXIMATELY 0.6 MI (1.0 KM) SOUTHWEST OF COLISEUM BOULEVARD IN THE
 AA4704'GRASS MEDIAN OF FEDERAL DRIVE AT THE SWEET BRIAR ROAD AND FEDERAL
 AA4704'DRIVE INTERSECTION. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4704'STAMPED STA. 5124 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4704'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4704'54.6 FT (16.6 M) 223 DEGREES FROM A MANHOLE, 10.65 FT (3.25 M) 0
 AA4704'DEGREES FROM A LIGHT POLE, 17.9 FT (5.5 M) 92 DEGREES FROM THE
 AA4704'CENTERLINE OF THE SOUTHBOUND LANE OF FEDERAL DRIVE.
 AA4704
 AA4704                          STATION RECOVERY (1994)
 AA4704
 AA4704'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4704'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4705 ***********************************************************************
 AA4705  DESIGNATION -  5128
 AA4705  PID         -  AA4705
 AA4705  STATE/COUNTY-  AL/MONTGOMERY
 AA4705  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4705
 AA4705                         *CURRENT SURVEY CONTROL
 AA4705  ___________________________________________________________________
 AA4705* NAD 83(1992)-  32 23 15.79942(N)    086 18 19.50091(W)     ADJUSTED  
 AA4705* NAVD 88     -        48.450  (meters)     158.96   (feet)  ADJUSTED  
 AA4705  ___________________________________________________________________
 AA4705  X           -     347,395.917 (meters)                     COMP
 AA4705  Y           -  -5,379,964.218 (meters)                     COMP
 AA4705  Z           -   3,396,826.471 (meters)                     COMP
 AA4705  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA4705  ELLIP HEIGHT-          20.41  (meters)          (07/29/02) GPS OBS
 AA4705  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AA4705  DYNAMIC HT  -          48.395 (meters)     158.78  (feet)  COMP
 AA4705  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 AA4705
 AA4705  HORZ ORDER  -  FIRST
 AA4705  VERT ORDER  -  THIRD
 AA4705  ELLP ORDER  -  FOURTH    CLASS I
 AA4705
 AA4705.The horizontal coordinates were established by GPS observations
 AA4705.and adjusted by the National Geodetic Survey in April 1995..
 AA4705
 AA4705.The orthometric height was determined by differential leveling
 AA4705.and adjusted by the National Geodetic Survey in April 1998..
 AA4705
 AA4705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4705
 AA4705.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4705
 AA4705.The ellipsoidal height was determined by GPS observations
 AA4705.and is referenced to NAD 83.
 AA4705
 AA4705.The geoid height was determined by GEOID03.
 AA4705
 AA4705.The dynamic height is computed by dividing the NAVD 88
 AA4705.geopotential number by the normal gravity value computed on the
 AA4705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4705.degrees latitude (g = 980.6199 gals.).
 AA4705
 AA4705.The modeled gravity was interpolated from observed gravity values.
 AA4705
 AA4705;                    North         East     Units Scale Factor Converg.
 AA4705;SPC AL E     -   209,394.929   155,581.639   MT  0.99998432   -0 15 10.3
 AA4705;UTM  16      - 3,583,625.193   565,330.188   MT  0.99965263   +0 22 19.4
 AA4705
 AA4705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4705!SPC AL E     -   0.99999680  x   0.99998432  =   0.99998112
 AA4705!UTM  16      -   0.99999680  x   0.99965263  =   0.99964943
 AA4705
 AA4705                          SUPERSEDED SURVEY CONTROL
 AA4705
 AA4705  ELLIP H (10/22/97)   20.48   (m)                       GP(       ) 4 1
 AA4705  ELLIP H (04/13/95)   -7.89   (m)                       GP(       ) 4 1
 AA4705  NGVD 29 (04/13/95)   48.4    (m)          159.     (f) GPS OBS        
 AA4705
 AA4705.Superseded values are not recommended for survey control.
 AA4705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4705.See file dsdata.txt to determine how the superseded data were derived.
 AA4705
 AA4705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6533083625(NAD 83)
 AA4705_MARKER: DD = SURVEY DISK
 AA4705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4705_SP_SET: CONCRETE POST
 AA4705_STAMPING: STA. 5128 1994
 AA4705_MARK LOGO: AL-101
 AA4705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4705+STABILITY: SURFACE MOTION
 AA4705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4705+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4705
 AA4705  HISTORY     - Date     Condition        Report By
 AA4705  HISTORY     - 1994     MONUMENTED       CH2M
 AA4705  HISTORY     - 19940226 GOOD             MSI
 AA4705
 AA4705                          STATION DESCRIPTION
 AA4705
 AA4705'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4705'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4705'NORTH QUADRANGLE, SECTION 7, T16N, R18E.  THE STATION IS LOCATED
 AA4705'APPROXIMATELY 0.4 MI (0.6 KM) WEST OF LOWER WETUMPKA ROAD AT THE
 AA4705'SOUTHEAST CORNER OF NORTH MCDONOUGH STREET AND CLISBY PARK ROAD. THE
 AA4705'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5128 1994, AND
 AA4705'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4705'WITH THE GROUND.  THE DISK IS LOCATED 17.62 FT (5.37 M) 130 DEGREES
 AA4705'FROM THE SOUTHEAST RAILROAD TRACK, 62.38 FT (19.01 M) 216 DEGREES FROM
 AA4705'A HIGH TRANSMISSION CONCRETE POLE, 13.22 FT (4.03 M) 1 DEGREES FROM A
 AA4705'WOODEN POWER POLE.
 AA4705
 AA4705                          STATION RECOVERY (1994)
 AA4705
 AA4705'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4705'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4706 ***********************************************************************
 AA4706  DESIGNATION -  5130
 AA4706  PID         -  AA4706
 AA4706  STATE/COUNTY-  AL/MONTGOMERY
 AA4706  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4706
 AA4706                         *CURRENT SURVEY CONTROL
 AA4706  ___________________________________________________________________
 AA4706* NAD 83(1992)-  32 23 22.03482(N)    086 15 58.05721(W)     ADJUSTED  
 AA4706* NAVD 88     -        89.065  (meters)     292.21   (feet)  ADJUSTED  
 AA4706  ___________________________________________________________________
 AA4706  X           -     351,080.616 (meters)                     COMP
 AA4706  Y           -  -5,379,656.273 (meters)                     COMP
 AA4706  Z           -   3,397,010.414 (meters)                     COMP
 AA4706  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AA4706  ELLIP HEIGHT-          61.01  (meters)          (07/29/02) GPS OBS
 AA4706  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AA4706  DYNAMIC HT  -          88.963 (meters)     291.87  (feet)  COMP
 AA4706  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 AA4706
 AA4706  HORZ ORDER  -  FIRST
 AA4706  VERT ORDER  -  THIRD
 AA4706  ELLP ORDER  -  FOURTH    CLASS I
 AA4706
 AA4706.The horizontal coordinates were established by GPS observations
 AA4706.and adjusted by the National Geodetic Survey in April 1995..
 AA4706
 AA4706.The orthometric height was determined by differential leveling
 AA4706.and adjusted by the National Geodetic Survey in April 1998..
 AA4706
 AA4706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4706
 AA4706.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4706
 AA4706.The ellipsoidal height was determined by GPS observations
 AA4706.and is referenced to NAD 83.
 AA4706
 AA4706.The geoid height was determined by GEOID03.
 AA4706
 AA4706.The dynamic height is computed by dividing the NAVD 88
 AA4706.geopotential number by the normal gravity value computed on the
 AA4706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4706.degrees latitude (g = 980.6199 gals.).
 AA4706
 AA4706.The modeled gravity was interpolated from observed gravity values.
 AA4706
 AA4706;                    North         East     Units Scale Factor Converg.
 AA4706;SPC AL E     -   209,571.361   159,279.237   MT  0.99998044   -0 13 54.6
 AA4706;UTM  16      - 3,583,841.874   569,024.435   MT  0.99965875   +0 23 35.3
 AA4706
 AA4706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4706!SPC AL E     -   0.99999042  x   0.99998044  =   0.99997086
 AA4706!UTM  16      -   0.99999042  x   0.99965875  =   0.99964917
 AA4706
 AA4706                          SUPERSEDED SURVEY CONTROL
 AA4706
 AA4706  ELLIP H (10/22/97)   61.08   (m)                       GP(       ) 4 1
 AA4706  ELLIP H (04/13/95)   32.70   (m)                       GP(       ) 4 1
 AA4706  NGVD 29 (04/13/95)   89.0    (m)          292.     (f) GPS OBS        
 AA4706
 AA4706.Superseded values are not recommended for survey control.
 AA4706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4706.See file dsdata.txt to determine how the superseded data were derived.
 AA4706
 AA4706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6902483842(NAD 83)
 AA4706_MARKER: DD = SURVEY DISK
 AA4706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4706_SP_SET: CONCRETE POST
 AA4706_STAMPING: STA. 5130 1994
 AA4706_MARK LOGO: AL-101
 AA4706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4706+STABILITY: SURFACE MOTION
 AA4706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4706+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4706
 AA4706  HISTORY     - Date     Condition        Report By
 AA4706  HISTORY     - 1994     MONUMENTED       CH2M
 AA4706  HISTORY     - 19940226 GOOD             MSI
 AA4706
 AA4706                          STATION DESCRIPTION
 AA4706
 AA4706'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4706'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4706'NORTH QUADRANGLE, SECTION 4, T16N, R18E.  THE STATION IS LOCATED
 AA4706'APPROXIMATELY 0.4 MI (0.6 KM) NORTH OF ATLANTA HIGHWAY, ON THE WEST
 AA4706'SIDE OF BANBURY AVENUE, 230 FT (70.1 M) NORTH OF THE INTERSECTION WITH
 AA4706'PELZER AVENUE. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4706'STA. 5130 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4706'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 6.75 FT
 AA4706'(2.06 M) 37 DEGREES FROM A FENCE CORNER, 9.9 FT (3.0 M) 226 DEGREES
 AA4706'FROM A STORM COVER, 7.2 FT (2.2 M) 276 DEGREES FROM THE BACK OF A
 AA4706'CURB.
 AA4706
 AA4706                          STATION RECOVERY (1994)
 AA4706
 AA4706'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4706'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4707 ***********************************************************************
 AA4707  DESIGNATION -  5133
 AA4707  PID         -  AA4707
 AA4707  STATE/COUNTY-  AL/MONTGOMERY
 AA4707  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4707
 AA4707                         *CURRENT SURVEY CONTROL
 AA4707  ___________________________________________________________________
 AA4707* NAD 83(1992)-  32 22 38.71722(N)    086 19 15.90211(W)     ADJUSTED  
 AA4707* NAVD 88     -        70.590  (meters)     231.59   (feet)  ADJUSTED  
 AA4707  ___________________________________________________________________
 AA4707  X           -     345,965.259 (meters)                     COMP
 AA4707  Y           -  -5,380,688.210 (meters)                     COMP
 AA4707  Z           -   3,395,873.708 (meters)                     COMP
 AA4707  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 AA4707  ELLIP HEIGHT-          42.59  (meters)          (07/29/02) GPS OBS
 AA4707  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AA4707  DYNAMIC HT  -          70.509 (meters)     231.33  (feet)  COMP
 AA4707  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 AA4707
 AA4707  HORZ ORDER  -  FIRST
 AA4707  VERT ORDER  -  THIRD
 AA4707  ELLP ORDER  -  FOURTH    CLASS I
 AA4707
 AA4707.The horizontal coordinates were established by GPS observations
 AA4707.and adjusted by the National Geodetic Survey in April 1995..
 AA4707
 AA4707.The orthometric height was determined by differential leveling
 AA4707.and adjusted by the National Geodetic Survey in April 1998..
 AA4707
 AA4707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4707
 AA4707.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4707
 AA4707.The ellipsoidal height was determined by GPS observations
 AA4707.and is referenced to NAD 83.
 AA4707
 AA4707.The geoid height was determined by GEOID03.
 AA4707
 AA4707.The dynamic height is computed by dividing the NAVD 88
 AA4707.geopotential number by the normal gravity value computed on the
 AA4707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4707.degrees latitude (g = 980.6199 gals.).
 AA4707
 AA4707.The modeled gravity was interpolated from observed gravity values.
 AA4707
 AA4707;                    North         East     Units Scale Factor Converg.
 AA4707;SPC AL E     -   208,259.300   154,102.307   MT  0.99998597   -0 15 40.3
 AA4707;UTM  16      - 3,582,473.883   563,863.819   MT  0.99965029   +0 21 48.8
 AA4707
 AA4707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4707!SPC AL E     -   0.99999331  x   0.99998597  =   0.99997928
 AA4707!UTM  16      -   0.99999331  x   0.99965029  =   0.99964361
 AA4707
 AA4707                          SUPERSEDED SURVEY CONTROL
 AA4707
 AA4707  ELLIP H (10/22/97)   42.66   (m)                       GP(       ) 4 1
 AA4707  ELLIP H (04/13/95)   14.31   (m)                       GP(       ) 4 1
 AA4707  NGVD 29 (04/13/95)   70.6    (m)          232.     (f) GPS OBS        
 AA4707
 AA4707.Superseded values are not recommended for survey control.
 AA4707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4707.See file dsdata.txt to determine how the superseded data were derived.
 AA4707
 AA4707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6386482474(NAD 83)
 AA4707_MARKER: DD = SURVEY DISK
 AA4707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4707_SP_SET: CONCRETE POST
 AA4707_STAMPING: STA. 5133 1994
 AA4707_MARK LOGO: AL-101
 AA4707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4707+STABILITY: SURFACE MOTION
 AA4707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4707+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4707
 AA4707  HISTORY     - Date     Condition        Report By
 AA4707  HISTORY     - 1994     MONUMENTED       CH2M
 AA4707  HISTORY     - 19940226 GOOD             MSI
 AA4707
 AA4707                          STATION DESCRIPTION
 AA4707
 AA4707'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4707'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4707'NORTH QUADRANGLE, SECTION 12, T16N, R17E.  THE STATION IS LOCATED
 AA4707'APPROXIMATELY 0.1 MI (0.2 KM) EAST OF THE INTERSTATE 65 OVERPASS OF
 AA4707'THE ALABAMA RIVER, AT THE SOUTHWEST CORNER OF THE BELL STREET AND
 AA4707'NORTH HOLT STREET INTERSECTION. THE STATION IS A MONTGOMERY COUNTY
 AA4707'SURVEY DISK STAMPED STA. 5133 1994, AND SET IN THE TOP OF A 10 INCH
 AA4707'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS
 AA4707'LOCATED 14.35 FT (4.37 M) 189 DEGREES FROM A SIGNAL MANHOLE, 18.6 FT
 AA4707'(5.7 M) 271 DEGREES FROM THE BACK OF THE NORTH HOLT STREET CURB, 6.2
 AA4707'FT (1.9 M) 50 DEGREES FROM A FENCE LINE.
 AA4707
 AA4707                          STATION RECOVERY (1994)
 AA4707
 AA4707'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4707'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4708 ***********************************************************************
 AA4708  DESIGNATION -  5134
 AA4708  PID         -  AA4708
 AA4708  STATE/COUNTY-  AL/MONTGOMERY
 AA4708  USGS QUAD   -  MONTGOMERY NORTH (1981)
 AA4708
 AA4708                         *CURRENT SURVEY CONTROL
 AA4708  ___________________________________________________________________
 AA4708* NAD 83(1992)-  32 22 44.27922(N)    086 18 14.06351(W)     ADJUSTED  
 AA4708* NAVD 88     -        62.578  (meters)     205.31   (feet)  ADJUSTED  
 AA4708  ___________________________________________________________________
 AA4708  X           -     347,572.033 (meters)                     COMP
 AA4708  Y           -  -5,380,485.930 (meters)                     COMP
 AA4708  Z           -   3,396,014.108 (meters)                     COMP
 AA4708  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA4708  ELLIP HEIGHT-          34.57  (meters)          (07/29/02) GPS OBS
 AA4708  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA4708  DYNAMIC HT  -          62.506 (meters)     205.07  (feet)  COMP
 AA4708  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 AA4708
 AA4708  HORZ ORDER  -  FIRST
 AA4708  VERT ORDER  -  THIRD
 AA4708  ELLP ORDER  -  FOURTH    CLASS I
 AA4708
 AA4708.The horizontal coordinates were established by GPS observations
 AA4708.and adjusted by the National Geodetic Survey in April 1995..
 AA4708
 AA4708.The orthometric height was determined by differential leveling
 AA4708.and adjusted by the National Geodetic Survey in April 1998..
 AA4708
 AA4708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4708
 AA4708.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4708
 AA4708.The ellipsoidal height was determined by GPS observations
 AA4708.and is referenced to NAD 83.
 AA4708
 AA4708.The geoid height was determined by GEOID03.
 AA4708
 AA4708.The dynamic height is computed by dividing the NAVD 88
 AA4708.geopotential number by the normal gravity value computed on the
 AA4708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4708.degrees latitude (g = 980.6199 gals.).
 AA4708
 AA4708.The modeled gravity was interpolated from observed gravity values.
 AA4708
 AA4708;                    North         East     Units Scale Factor Converg.
 AA4708;SPC AL E     -   208,423.387   155,719.482   MT  0.99998417   -0 15 07.2
 AA4708;UTM  16      - 3,582,655.534   565,478.569   MT  0.99965287   +0 22 22.0
 AA4708
 AA4708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4708!SPC AL E     -   0.99999457  x   0.99998417  =   0.99997874
 AA4708!UTM  16      -   0.99999457  x   0.99965287  =   0.99964744
 AA4708
 AA4708                          SUPERSEDED SURVEY CONTROL
 AA4708
 AA4708  ELLIP H (10/22/97)   34.63   (m)                       GP(       ) 4 1
 AA4708  ELLIP H (04/13/95)    6.29   (m)                       GP(       ) 4 1
 AA4708  NGVD 29 (04/13/95)   62.6    (m)          205.     (f) GPS OBS        
 AA4708
 AA4708.Superseded values are not recommended for survey control.
 AA4708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4708.See file dsdata.txt to determine how the superseded data were derived.
 AA4708
 AA4708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6547982656(NAD 83)
 AA4708_MARKER: DD = SURVEY DISK
 AA4708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4708_SP_SET: CONCRETE POST
 AA4708_STAMPING: STA. 5134 1994
 AA4708_MARK LOGO: AL-101
 AA4708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4708+STABILITY: SURFACE MOTION
 AA4708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4708+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4708
 AA4708  HISTORY     - Date     Condition        Report By
 AA4708  HISTORY     - 1994     MONUMENTED       CH2M
 AA4708  HISTORY     - 19940226 GOOD             MSI
 AA4708
 AA4708                          STATION DESCRIPTION
 AA4708
 AA4708'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4708'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4708'NORTH QUADRANGLE, SECTION 7, T16N, R18E.  THE STATION IS LOCATED
 AA4708'APPROXIMATELY 1.0 MI (1.6 KM) EAST OF THE ALABAMA RIVER AND INTERSTATE
 AA4708'65 OVERPASS AT THE NORTHWEST CORNER OF MONROE STREET AND NORTH HULL
 AA4708'STREET. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA.
 AA4708'5134 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 AA4708'MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 34.6 FT (10.5 M)
 AA4708'338 DEGREES FROM A TELEPHONE MANHOLE, 7.61 FT (2.32 M) 339 DEGREES
 AA4708'FROM A CONCRETE LIGHTPOLE, 5.22 FT (1.59 M) 270 DEGREES FROM THE BACK
 AA4708'OF NORTH HULL STREET CURB.
 AA4708
 AA4708                          STATION RECOVERY (1994)
 AA4708
 AA4708'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4708'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4709 ***********************************************************************
 AA4709  DESIGNATION -  5144
 AA4709  PID         -  AA4709
 AA4709  STATE/COUNTY-  AL/MONTGOMERY
 AA4709  USGS QUAD   -  WILLOW SPRINGS (1987)
 AA4709
 AA4709                         *CURRENT SURVEY CONTROL
 AA4709  ___________________________________________________________________
 AA4709* NAD 83(1992)-  32 26 13.95529(N)    086 13 30.45828(W)     ADJUSTED  
 AA4709* NAVD 88     -        49.438  (meters)     162.20   (feet)  ADJUSTED  
 AA4709  ___________________________________________________________________
 AA4709  X           -     354,740.997 (meters)                     COMP
 AA4709  Y           -  -5,376,537.600 (meters)                     COMP
 AA4709  Z           -   3,401,459.859 (meters)                     COMP
 AA4709  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AA4709  ELLIP HEIGHT-          21.21  (meters)          (07/29/02) GPS OBS
 AA4709  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AA4709  DYNAMIC HT  -          49.382 (meters)     162.01  (feet)  COMP
 AA4709  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 AA4709
 AA4709  HORZ ORDER  -  FIRST
 AA4709  VERT ORDER  -  THIRD
 AA4709  ELLP ORDER  -  FOURTH    CLASS I
 AA4709
 AA4709.The horizontal coordinates were established by GPS observations
 AA4709.and adjusted by the National Geodetic Survey in April 1995..
 AA4709
 AA4709.The orthometric height was determined by differential leveling
 AA4709.and adjusted by the National Geodetic Survey in April 1998..
 AA4709
 AA4709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4709
 AA4709.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4709
 AA4709.The ellipsoidal height was determined by GPS observations
 AA4709.and is referenced to NAD 83.
 AA4709
 AA4709.The geoid height was determined by GEOID03.
 AA4709
 AA4709.The dynamic height is computed by dividing the NAVD 88
 AA4709.geopotential number by the normal gravity value computed on the
 AA4709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4709.degrees latitude (g = 980.6199 gals.).
 AA4709
 AA4709.The modeled gravity was interpolated from observed gravity values.
 AA4709
 AA4709;                    North         East     Units Scale Factor Converg.
 AA4709;SPC AL E     -   214,852.154   163,156.262   MT  0.99997673   -0 12 36.5
 AA4709;UTM  16      - 3,589,162.985   572,842.382   MT  0.99966543   +0 24 56.3
 AA4709
 AA4709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4709!SPC AL E     -   0.99999667  x   0.99997673  =   0.99997340
 AA4709!UTM  16      -   0.99999667  x   0.99966543  =   0.99966210
 AA4709
 AA4709                          SUPERSEDED SURVEY CONTROL
 AA4709
 AA4709  ELLIP H (10/22/97)   21.27   (m)                       GP(       ) 4 1
 AA4709  ELLIP H (04/13/95)   -7.22   (m)                       GP(       ) 4 1
 AA4709  NGVD 29 (04/13/95)   49.4    (m)          162.     (f) GPS OBS        
 AA4709
 AA4709.Superseded values are not recommended for survey control.
 AA4709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4709.See file dsdata.txt to determine how the superseded data were derived.
 AA4709
 AA4709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7284289163(NAD 83)
 AA4709_MARKER: DD = SURVEY DISK
 AA4709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4709_SP_SET: CONCRETE POST
 AA4709_STAMPING: STA. 5144 1994
 AA4709_MARK LOGO: AL-101
 AA4709_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4709+STABILITY: SURFACE MOTION
 AA4709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4709+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4709
 AA4709  HISTORY     - Date     Condition        Report By
 AA4709  HISTORY     - 1994     MONUMENTED       CH2M
 AA4709  HISTORY     - 19940226 GOOD             MSI
 AA4709
 AA4709                          STATION DESCRIPTION
 AA4709
 AA4709'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4709'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, WILLOW
 AA4709'SPRINGS QUADRANGLE, SECTION 23, T17N, R18E.  THE STATION IS LOCATED AT
 AA4709'THE NORTHEAST SIDE OF BROOKS ROAD, .55 MI (0.89 KM) NORTHWEST OF THE
 AA4709'INTERSECTION OF BROOKS ROAD AND HIGHWAY 231. THE STATION IS A
 AA4709'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5144 1994, AND SET IN THE
 AA4709'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4709'GROUND.  THE DISK IS LOCATED 28.35 FT (8.64 M) 57 DEGREES FROM THE
 AA4709'CENTERLINE OF BROOKS ROAD, 83.0 FT (25.3 M) 103 DEGREES FROM A FENCE
 AA4709'CORNER, 2.9 FT (0.9 M) 237 DEGREES FROM A FENCE LINE.
 AA4709
 AA4709                          STATION RECOVERY (1994)
 AA4709
 AA4709'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4709'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4710 ***********************************************************************
 AA4710  DESIGNATION -  5145
 AA4710  PID         -  AA4710
 AA4710  STATE/COUNTY-  AL/MONTGOMERY
 AA4710  USGS QUAD   -  BRASSELL (1987)
 AA4710
 AA4710                         *CURRENT SURVEY CONTROL
 AA4710  ___________________________________________________________________
 AA4710* NAD 83(1992)-  32 23 17.07348(N)    086 06 15.46818(W)     ADJUSTED  
 AA4710* NAVD 88     -        58.267  (meters)     191.16   (feet)  ADJUSTED  
 AA4710  ___________________________________________________________________
 AA4710  X           -     366,277.670 (meters)                     COMP
 AA4710  Y           -  -5,378,698.850 (meters)                     COMP
 AA4710  Z           -   3,396,864.813 (meters)                     COMP
 AA4710  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA4710  ELLIP HEIGHT-          30.12  (meters)          (07/29/02) GPS OBS
 AA4710  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AA4710  DYNAMIC HT  -          58.201 (meters)     190.95  (feet)  COMP
 AA4710  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 AA4710
 AA4710  HORZ ORDER  -  FIRST
 AA4710  VERT ORDER  -  THIRD
 AA4710  ELLP ORDER  -  FOURTH    CLASS I
 AA4710
 AA4710.The horizontal coordinates were established by GPS observations
 AA4710.and adjusted by the National Geodetic Survey in April 1995..
 AA4710
 AA4710.The orthometric height was determined by differential leveling
 AA4710.and adjusted by the National Geodetic Survey in April 1998..
 AA4710
 AA4710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4710
 AA4710.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4710
 AA4710.The ellipsoidal height was determined by GPS observations
 AA4710.and is referenced to NAD 83.
 AA4710
 AA4710.The geoid height was determined by GEOID03.
 AA4710
 AA4710.The dynamic height is computed by dividing the NAVD 88
 AA4710.geopotential number by the normal gravity value computed on the
 AA4710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4710.degrees latitude (g = 980.6199 gals.).
 AA4710
 AA4710.The modeled gravity was interpolated from observed gravity values.
 AA4710
 AA4710;                    North         East     Units Scale Factor Converg.
 AA4710;SPC AL E     -   209,368.446   174,505.228   MT  0.99996801   -0 08 42.5
 AA4710;UTM  16      - 3,583,805.059   584,247.149   MT  0.99968752   +0 28 47.3
 AA4710
 AA4710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4710!SPC AL E     -   0.99999527  x   0.99996801  =   0.99996328
 AA4710!UTM  16      -   0.99999527  x   0.99968752  =   0.99968279
 AA4710
 AA4710                          SUPERSEDED SURVEY CONTROL
 AA4710
 AA4710  ELLIP H (10/22/97)   30.19   (m)                       GP(       ) 4 1
 AA4710  ELLIP H (04/13/95)    1.81   (m)                       GP(       ) 4 1
 AA4710  NGVD 29 (04/13/95)   58.2    (m)          191.     (f) GPS OBS        
 AA4710
 AA4710.Superseded values are not recommended for survey control.
 AA4710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4710.See file dsdata.txt to determine how the superseded data were derived.
 AA4710
 AA4710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8424783805(NAD 83)
 AA4710_MARKER: DD = SURVEY DISK
 AA4710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4710_SP_SET: CONCRETE POST
 AA4710_STAMPING: STA. 5145 1994
 AA4710_MARK LOGO: AL-101
 AA4710_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4710+STABILITY: SURFACE MOTION
 AA4710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4710+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4710
 AA4710  HISTORY     - Date     Condition        Report By
 AA4710  HISTORY     - 1994     MONUMENTED       CH2M
 AA4710  HISTORY     - 19940226 GOOD             MSI
 AA4710
 AA4710                          STATION DESCRIPTION
 AA4710
 AA4710'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4710'THE STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) NORTH OF THE
 AA4710'VILLAGE OF MOUNT MEIGS BRASSELL QUADRANGLE, SECTION 12, T16N, R19E.
 AA4710'THE STATION IS LOCATED ON THE WEST SIDE OF WARES FERRY ROAD ACROSS
 AA4710'FROM KILBY CORRECTIONAL FACILITY. THE STATION IS A MONTGOMERY COUNTY
 AA4710'SURVEY DISK STAMPED STA. 5145 1994 AND SET ON TOP OF A 10 INCH
 AA4710'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4710'39.15 FT (11.93 M) 271 DEGREES FROM THE CENTERLINE OF WARES FERRY
 AA4710'ROAD, 44.35 FT (13.52 M) 8 DEGREES FROM A POWER POLE, 61.98 FT (18.89
 AA4710'M) 175 DEGREES FROM A POWER POLE.
 AA4710
 AA4710                          STATION RECOVERY (1994)
 AA4710
 AA4710'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4710'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4711 ***********************************************************************
 AA4711  DESIGNATION -  5148
 AA4711  PID         -  AA4711
 AA4711  STATE/COUNTY-  AL/MONTGOMERY
 AA4711  USGS QUAD   -  WILLOW SPRINGS (1987)
 AA4711
 AA4711                         *CURRENT SURVEY CONTROL
 AA4711  ___________________________________________________________________
 AA4711* NAD 83(1992)-  32 25 38.84480(N)    086 13 22.13880(W)     ADJUSTED  
 AA4711* NAVD 88     -        51.974  (meters)     170.52   (feet)  ADJUSTED  
 AA4711  ___________________________________________________________________
 AA4711  X           -     354,996.208 (meters)                     COMP
 AA4711  Y           -  -5,377,104.229 (meters)                     COMP
 AA4711  Z           -   3,400,548.384 (meters)                     COMP
 AA4711  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AA4711  ELLIP HEIGHT-          23.78  (meters)          (07/29/02) GPS OBS
 AA4711  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA4711  DYNAMIC HT  -          51.914 (meters)     170.32  (feet)  COMP
 AA4711  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 AA4711
 AA4711  HORZ ORDER  -  FIRST
 AA4711  VERT ORDER  -  THIRD
 AA4711  ELLP ORDER  -  FOURTH    CLASS I
 AA4711
 AA4711.The horizontal coordinates were established by GPS observations
 AA4711.and adjusted by the National Geodetic Survey in April 1995..
 AA4711
 AA4711.The orthometric height was determined by differential leveling
 AA4711.and adjusted by the National Geodetic Survey in April 1998..
 AA4711
 AA4711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4711
 AA4711.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4711
 AA4711.The ellipsoidal height was determined by GPS observations
 AA4711.and is referenced to NAD 83.
 AA4711
 AA4711.The geoid height was determined by GEOID03.
 AA4711
 AA4711.The dynamic height is computed by dividing the NAVD 88
 AA4711.geopotential number by the normal gravity value computed on the
 AA4711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4711.degrees latitude (g = 980.6199 gals.).
 AA4711
 AA4711.The modeled gravity was interpolated from observed gravity values.
 AA4711
 AA4711;                    North         East     Units Scale Factor Converg.
 AA4711;SPC AL E     -   213,769.849   163,369.641   MT  0.99997654   -0 12 31.9
 AA4711;UTM  16      - 3,588,083.410   573,067.497   MT  0.99966583   +0 25 00.4
 AA4711
 AA4711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4711!SPC AL E     -   0.99999627  x   0.99997654  =   0.99997281
 AA4711!UTM  16      -   0.99999627  x   0.99966583  =   0.99966210
 AA4711
 AA4711                          SUPERSEDED SURVEY CONTROL
 AA4711
 AA4711  ELLIP H (10/22/97)   23.84   (m)                       GP(       ) 4 1
 AA4711  ELLIP H (04/13/95)   -4.64   (m)                       GP(       ) 4 1
 AA4711  NGVD 29 (04/13/95)   52.0    (m)          171.     (f) GPS OBS        
 AA4711
 AA4711.Superseded values are not recommended for survey control.
 AA4711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4711.See file dsdata.txt to determine how the superseded data were derived.
 AA4711
 AA4711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7306788083(NAD 83)
 AA4711_MARKER: DD = SURVEY DISK
 AA4711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4711_SP_SET: CONCRETE POST
 AA4711_STAMPING: STA. 5148 1994
 AA4711_MARK LOGO: AL-101
 AA4711_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4711+STABILITY: SURFACE MOTION
 AA4711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4711+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4711
 AA4711  HISTORY     - Date     Condition        Report By
 AA4711  HISTORY     - 1994     MONUMENTED       CH2M
 AA4711  HISTORY     - 19940226 GOOD             MSI
 AA4711
 AA4711                          STATION DESCRIPTION
 AA4711
 AA4711'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4711'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, WILLOW
 AA4711'SPRINGS QUADRANGLE, SECTION 26, T17N, R18E.  THE STATION IS LOCATED 30
 AA4711'YARDS EAST OF HIGHWAY 231, SOUTHEAST OF WETUMPKA HIGHWAY AND OLD
 AA4711'WETUMPKA HIGHWAY ON THE ABANDONED PORTION OF OLD WETUMPKA HIGHWAY. THE
 AA4711'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5148 1994, AND
 AA4711'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4711'WITH THE GROUND.  THE DISK IS LOCATED 14.55 FT (4.43 M) 90 DEGREES
 AA4711'FROM THE CORNER OF THE HEADWALL OF SEVEN MILE CREEK, 75.74 FT (23.09
 AA4711'M) 284 DEGREES FROM A POWER POLE.
 AA4711
 AA4711                          STATION RECOVERY (1994)
 AA4711
 AA4711'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4711'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4712 ***********************************************************************
 AA4712  DESIGNATION -  5152
 AA4712  PID         -  AA4712
 AA4712  STATE/COUNTY-  AL/MONTGOMERY
 AA4712  USGS QUAD   -  WILLOW SPRINGS (1987)
 AA4712
 AA4712                         *CURRENT SURVEY CONTROL
 AA4712  ___________________________________________________________________
 AA4712* NAD 83(1992)-  32 25 05.34997(N)    086 13 20.81977(W)     ADJUSTED  
 AA4712* NAVD 88     -        54.443  (meters)     178.62   (feet)  ADJUSTED  
 AA4712  ___________________________________________________________________
 AA4712  X           -     355,067.179 (meters)                     COMP
 AA4712  Y           -  -5,377,656.055 (meters)                     COMP
 AA4712  Z           -   3,399,678.781 (meters)                     COMP
 AA4712  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AA4712  ELLIP HEIGHT-          26.27  (meters)          (07/29/02) GPS OBS
 AA4712  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AA4712  DYNAMIC HT  -          54.381 (meters)     178.41  (feet)  COMP
 AA4712  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 AA4712
 AA4712  HORZ ORDER  -  FIRST
 AA4712  VERT ORDER  -  THIRD
 AA4712  ELLP ORDER  -  FOURTH    CLASS I
 AA4712
 AA4712.The horizontal coordinates were established by GPS observations
 AA4712.and adjusted by the National Geodetic Survey in April 1995..
 AA4712
 AA4712.The orthometric height was determined by differential leveling
 AA4712.and adjusted by the National Geodetic Survey in April 1998..
 AA4712
 AA4712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4712
 AA4712.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4712
 AA4712.The ellipsoidal height was determined by GPS observations
 AA4712.and is referenced to NAD 83.
 AA4712
 AA4712.The geoid height was determined by GEOID03.
 AA4712
 AA4712.The dynamic height is computed by dividing the NAVD 88
 AA4712.geopotential number by the normal gravity value computed on the
 AA4712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4712.degrees latitude (g = 980.6199 gals.).
 AA4712
 AA4712.The modeled gravity was interpolated from observed gravity values.
 AA4712
 AA4712;                    North         East     Units Scale Factor Converg.
 AA4712;SPC AL E     -   212,737.981   163,400.343   MT  0.99997651   -0 12 31.0
 AA4712;UTM  16      - 3,587,052.260   573,109.450   MT  0.99966591   +0 25 00.7
 AA4712
 AA4712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4712!SPC AL E     -   0.99999588  x   0.99997651  =   0.99997239
 AA4712!UTM  16      -   0.99999588  x   0.99966591  =   0.99966179
 AA4712
 AA4712                          SUPERSEDED SURVEY CONTROL
 AA4712
 AA4712  ELLIP H (10/22/97)   26.33   (m)                       GP(       ) 4 1
 AA4712  ELLIP H (04/13/95)   -2.11   (m)                       GP(       ) 4 1
 AA4712  NGVD 29 (04/13/95)   54.4    (m)          178.     (f) GPS OBS        
 AA4712
 AA4712.Superseded values are not recommended for survey control.
 AA4712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4712.See file dsdata.txt to determine how the superseded data were derived.
 AA4712
 AA4712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7310987052(NAD 83)
 AA4712_MARKER: DD = SURVEY DISK
 AA4712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4712_SP_SET: CONCRETE POST
 AA4712_STAMPING: STA. 5152 1994
 AA4712_MARK LOGO: AL-101
 AA4712_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4712+STABILITY: SURFACE MOTION
 AA4712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4712+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4712
 AA4712  HISTORY     - Date     Condition        Report By
 AA4712  HISTORY     - 1994     MONUMENTED       CH2M
 AA4712  HISTORY     - 19940226 GOOD             MSI
 AA4712
 AA4712                          STATION DESCRIPTION
 AA4712
 AA4712'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4712'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, WILLOW
 AA4712'SPRINGS QUADRANGLE, SECTION 35, T17N, R18E.  THE STATION IS LOCATED
 AA4712'APPROXIMATELY 0.4 MI (0.6 KM) SOUTHEAST OF FEDERAL DRIVE ON EAST
 AA4712'BOULEVARD, ON THE EAST SIDE OF THE EXIT FOR THE SERVICE ROAD OFF
 AA4712'EASTERN BOULEVARD IN THE MEDIAN CREATED BY THE EXIT ROAD AND THE
 AA4712'SOUTHEASTERN EXTENSION OF THE SERVICE ROAD. THE STATION IS A
 AA4712'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5152 1994, AND SET IN THE
 AA4712'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4712'GROUND.  THE DISK IS LOCATED 42.68 FT (13.01 M) 207 DEGREES FROM A
 AA4712'POWER POLE, 121.13 FT (36.92 M) 312 DEGREES FROM A MANHOLE, 53.30 FT
 AA4712'(16.25 M) 131 DEGREES FROM THE POINT OF THE CURB ISLAND.
 AA4712
 AA4712                          STATION RECOVERY (1994)
 AA4712
 AA4712'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4712'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4713 ***********************************************************************
 AA4713  DESIGNATION -  5156
 AA4713  PID         -  AA4713
 AA4713  STATE/COUNTY-  AL/MONTGOMERY
 AA4713  USGS QUAD   -  WILLOW SPRINGS (1987)
 AA4713
 AA4713                         *CURRENT SURVEY CONTROL
 AA4713  ___________________________________________________________________
 AA4713* NAD 83(1992)-  32 24 29.31181(N)    086 13 39.04872(W)     ADJUSTED  
 AA4713* NAVD 88     -        63.805  (meters)     209.33   (feet)  ADJUSTED  
 AA4713  ___________________________________________________________________
 AA4713  X           -     354,631.592 (meters)                     COMP
 AA4713  Y           -  -5,378,289.090 (meters)                     COMP
 AA4713  Z           -   3,398,746.649 (meters)                     COMP
 AA4713  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AA4713  ELLIP HEIGHT-          35.67  (meters)          (07/29/02) GPS OBS
 AA4713  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 AA4713  DYNAMIC HT  -          63.732 (meters)     209.09  (feet)  COMP
 AA4713  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 AA4713
 AA4713  HORZ ORDER  -  FIRST
 AA4713  VERT ORDER  -  THIRD
 AA4713  ELLP ORDER  -  FOURTH    CLASS I
 AA4713
 AA4713.The horizontal coordinates were established by GPS observations
 AA4713.and adjusted by the National Geodetic Survey in April 1995..
 AA4713
 AA4713.The orthometric height was determined by differential leveling
 AA4713.and adjusted by the National Geodetic Survey in April 1998..
 AA4713
 AA4713.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4713
 AA4713.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4713
 AA4713.The ellipsoidal height was determined by GPS observations
 AA4713.and is referenced to NAD 83.
 AA4713
 AA4713.The geoid height was determined by GEOID03.
 AA4713
 AA4713.The dynamic height is computed by dividing the NAVD 88
 AA4713.geopotential number by the normal gravity value computed on the
 AA4713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4713.degrees latitude (g = 980.6199 gals.).
 AA4713
 AA4713.The modeled gravity was interpolated from observed gravity values.
 AA4713
 AA4713;                    North         East     Units Scale Factor Converg.
 AA4713;SPC AL E     -   211,629.643   162,919.973   MT  0.99997695   -0 12 40.5
 AA4713;UTM  16      - 3,585,939.092   572,641.351   MT  0.99966507   +0 24 50.5
 AA4713
 AA4713!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4713!SPC AL E     -   0.99999440  x   0.99997695  =   0.99997135
 AA4713!UTM  16      -   0.99999440  x   0.99966507  =   0.99965947
 AA4713
 AA4713                          SUPERSEDED SURVEY CONTROL
 AA4713
 AA4713  ELLIP H (10/22/97)   35.74   (m)                       GP(       ) 4 1
 AA4713  ELLIP H (04/13/95)    7.31   (m)                       GP(       ) 4 1
 AA4713  NGVD 29 (04/13/95)   63.8    (m)          209.     (f) GPS OBS        
 AA4713
 AA4713.Superseded values are not recommended for survey control.
 AA4713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4713.See file dsdata.txt to determine how the superseded data were derived.
 AA4713
 AA4713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7264185939(NAD 83)
 AA4713_MARKER: DD = SURVEY DISK
 AA4713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4713_SP_SET: CONCRETE POST
 AA4713_STAMPING: STA. 5156 1994
 AA4713_MARK LOGO: AL-101
 AA4713_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4713+STABILITY: SURFACE MOTION
 AA4713_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4713+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4713
 AA4713  HISTORY     - Date     Condition        Report By
 AA4713  HISTORY     - 1994     MONUMENTED       CH2M
 AA4713  HISTORY     - 19940226 GOOD             MSI
 AA4713
 AA4713                          STATION DESCRIPTION
 AA4713
 AA4713'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4713'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, WILLOW
 AA4713'SPRINGS QUADRANGLE, SECTION 35, T17N, R18E.  THE STATION IS LOCATED
 AA4713'APPROXIMATELY 1 MI (1.6 KM) EAST OF GUNTER AIR FORCE STATION ON THE
 AA4713'EAST SIDE OF EAST GUNTER PARK DRIVE, 0.9 MI (1.4 KM) SOUTHEAST FROM
 AA4713'THE CONGRESSMAN WILLIAM DICKINSON DRIVE INTERSECTION. THE STATION IS A
 AA4713'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5156 1994, AND SET IN THE
 AA4713'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4713'GROUND.  THE DISK IS LOCATED 3.35 FT (1.02 M) 90 DEGREES FROM THE EAST
 AA4713'GUNTER PARK DRIVE BACK OF CURB, 35.73 FT (10.89 M) 3 DEGREES FROM A
 AA4713'STORM MANHOLE, 61.6 FT (18.8 M) 346 DEGREES FROM A POWER POLE WITH
 AA4713'TRANSFORMER.
 AA4713
 AA4713                          STATION RECOVERY (1994)
 AA4713
 AA4713'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4713'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4714 ***********************************************************************
 AA4714  DESIGNATION -  5158
 AA4714  PID         -  AA4714
 AA4714  STATE/COUNTY-  AL/MONTGOMERY
 AA4714  USGS QUAD   -  WILLOW SPRINGS (1987)
 AA4714
 AA4714                         *CURRENT SURVEY CONTROL
 AA4714  ___________________________________________________________________
 AA4714* NAD 83(1992)-  32 24 18.84226(N)    086 10 59.23223(W)     ADJUSTED  
 AA4714* NAVD 88     -        53.311  (meters)     174.90   (feet)  ADJUSTED  
 AA4714  ___________________________________________________________________
 AA4714  X           -     358,809.564 (meters)                     COMP
 AA4714  Y           -  -5,378,176.304 (meters)                     COMP
 AA4714  Z           -   3,398,468.738 (meters)                     COMP
 AA4714  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AA4714  ELLIP HEIGHT-          25.16  (meters)          (07/29/02) GPS OBS
 AA4714  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 AA4714  DYNAMIC HT  -          53.250 (meters)     174.70  (feet)  COMP
 AA4714  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 AA4714
 AA4714  HORZ ORDER  -  FIRST
 AA4714  VERT ORDER  -  THIRD
 AA4714  ELLP ORDER  -  FOURTH    CLASS I
 AA4714
 AA4714.The horizontal coordinates were established by GPS observations
 AA4714.and adjusted by the National Geodetic Survey in April 1995..
 AA4714
 AA4714.The orthometric height was determined by differential leveling
 AA4714.and adjusted by the National Geodetic Survey in April 1998..
 AA4714
 AA4714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4714
 AA4714.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4714
 AA4714.The ellipsoidal height was determined by GPS observations
 AA4714.and is referenced to NAD 83.
 AA4714
 AA4714.The geoid height was determined by GEOID03.
 AA4714
 AA4714.The dynamic height is computed by dividing the NAVD 88
 AA4714.geopotential number by the normal gravity value computed on the
 AA4714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4714.degrees latitude (g = 980.6199 gals.).
 AA4714
 AA4714.The modeled gravity was interpolated from observed gravity values.
 AA4714
 AA4714;                    North         East     Units Scale Factor Converg.
 AA4714;SPC AL E     -   211,292.620   167,094.978   MT  0.99997335   -0 11 14.8
 AA4714;UTM  16      - 3,585,647.738   576,818.506   MT  0.99967277   +0 26 16.0
 AA4714
 AA4714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4714!SPC AL E     -   0.99999605  x   0.99997335  =   0.99996940
 AA4714!UTM  16      -   0.99999605  x   0.99967277  =   0.99966882
 AA4714
 AA4714                          SUPERSEDED SURVEY CONTROL
 AA4714
 AA4714  ELLIP H (10/22/97)   25.22   (m)                       GP(       ) 4 1
 AA4714  ELLIP H (04/13/95)   -3.21   (m)                       GP(       ) 4 1
 AA4714  NGVD 29 (04/13/95)   53.3    (m)          175.     (f) GPS OBS        
 AA4714
 AA4714.Superseded values are not recommended for survey control.
 AA4714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4714.See file dsdata.txt to determine how the superseded data were derived.
 AA4714
 AA4714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7681985648(NAD 83)
 AA4714_MARKER: DD = SURVEY DISK
 AA4714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4714_SP_SET: CONCRETE POST
 AA4714_STAMPING: STA. 5158 1994
 AA4714_MARK LOGO: AL-101
 AA4714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4714+STABILITY: SURFACE MOTION
 AA4714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4714+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4714
 AA4714  HISTORY     - Date     Condition        Report By
 AA4714  HISTORY     - 1994     MONUMENTED       CH2M
 AA4714  HISTORY     - 19940226 GOOD             MSI
 AA4714
 AA4714                          STATION DESCRIPTION
 AA4714
 AA4714'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4714'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, WILLOW
 AA4714'SPRINGS QUADRANGLE, SECTION 32, T17N, R19E.  THE STATION IS LOCATED
 AA4714'APPROXIMATELY 1.3 MI (2.1 KM) NORTHEAST OF BURBANK DR. AND 250 FT
 AA4714'(76.2 M) WEST OF THE BRIDGE ON THE SOUTH SIDE OF WARES FERRY ROAD. THE
 AA4714'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5158 1994, AND
 AA4714'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4714'WITH THE GROUND.  THE DISK IS LOCATED  17.9 FT (5.5 M) 168 DEGREES
 AA4714'FROM THE CENTERLINE OF WARES FERRY ROAD, 39.1 FT (11.9 M) 46 DEGREES
 AA4714'FROM A POWER POLE, AND 65.6 FT (20.0 M) 180 DEGREES FROM A POWER POLE.
 AA4714
 AA4714                          STATION RECOVERY (1994)
 AA4714
 AA4714'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4714'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4715 ***********************************************************************
 AA4715  DESIGNATION -  5159
 AA4715  PID         -  AA4715
 AA4715  STATE/COUNTY-  AL/MONTGOMERY
 AA4715  USGS QUAD   -  WILLOW SPRINGS (1987)
 AA4715
 AA4715                         *CURRENT SURVEY CONTROL
 AA4715  ___________________________________________________________________
 AA4715* NAD 83(1992)-  32 24 00.11574(N)    086 13 16.31464(W)     ADJUSTED  
 AA4715* NAVD 88     -        57.917  (meters)     190.02   (feet)  ADJUSTED  
 AA4715  ___________________________________________________________________
 AA4715  X           -     355,255.811 (meters)                     COMP
 AA4715  Y           -  -5,378,725.940 (meters)                     COMP
 AA4715  Z           -   3,397,984.192 (meters)                     COMP
 AA4715  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA4715  ELLIP HEIGHT-          29.81  (meters)          (07/29/02) GPS OBS
 AA4715  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AA4715  DYNAMIC HT  -          57.851 (meters)     189.80  (feet)  COMP
 AA4715  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 AA4715
 AA4715  HORZ ORDER  -  FIRST
 AA4715  VERT ORDER  -  THIRD
 AA4715  ELLP ORDER  -  FOURTH    CLASS I
 AA4715
 AA4715.The horizontal coordinates were established by GPS observations
 AA4715.and adjusted by the National Geodetic Survey in April 1995..
 AA4715
 AA4715.The orthometric height was determined by differential leveling
 AA4715.and adjusted by the National Geodetic Survey in April 1998..
 AA4715
 AA4715.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4715
 AA4715.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4715
 AA4715.The ellipsoidal height was determined by GPS observations
 AA4715.and is referenced to NAD 83.
 AA4715
 AA4715.The geoid height was determined by GEOID03.
 AA4715
 AA4715.The dynamic height is computed by dividing the NAVD 88
 AA4715.geopotential number by the normal gravity value computed on the
 AA4715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4715.degrees latitude (g = 980.6199 gals.).
 AA4715
 AA4715.The modeled gravity was interpolated from observed gravity values.
 AA4715
 AA4715;                    North         East     Units Scale Factor Converg.
 AA4715;SPC AL E     -   210,728.146   163,510.760   MT  0.99997641   -0 12 28.2
 AA4715;UTM  16      - 3,585,044.373   573,241.754   MT  0.99966615   +0 25 02.4
 AA4715
 AA4715!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4715!SPC AL E     -   0.99999532  x   0.99997641  =   0.99997173
 AA4715!UTM  16      -   0.99999532  x   0.99966615  =   0.99966147
 AA4715
 AA4715                          SUPERSEDED SURVEY CONTROL
 AA4715
 AA4715  ELLIP H (10/22/97)   29.88   (m)                       GP(       ) 4 1
 AA4715  ELLIP H (04/13/95)    1.47   (m)                       GP(       ) 4 1
 AA4715  NGVD 29 (04/13/95)   57.9    (m)          190.     (f) GPS OBS        
 AA4715
 AA4715.Superseded values are not recommended for survey control.
 AA4715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4715.See file dsdata.txt to determine how the superseded data were derived.
 AA4715
 AA4715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7324285044(NAD 83)
 AA4715_MARKER: DD = SURVEY DISK
 AA4715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4715_SP_SET: CONCRETE POST
 AA4715_STAMPING: STA. 5159 1994
 AA4715_MARK LOGO: AL-101
 AA4715_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4715+STABILITY: SURFACE MOTION
 AA4715_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4715+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4715
 AA4715  HISTORY     - Date     Condition        Report By
 AA4715  HISTORY     - 1994     MONUMENTED       CH2M
 AA4715  HISTORY     - 19940226 GOOD             MSI
 AA4715
 AA4715                          STATION DESCRIPTION
 AA4715
 AA4715'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4715'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, WILLOW
 AA4715'SPRINGS QUADRANGLE, SECTION 1, T16N, R18E.  THE STATION IS LOCATED
 AA4715'APPROXIMATELY 0.5 MI (0.8 KM) WEST OF THE EASTERN BOULEVARD, ON THE
 AA4715'SOUTH SIDE OF LAGOON PARK DRIVE, 160 FT (48.8 M) EAST OF SHADY GROVE
 AA4715'LANE. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5159
 AA4715'1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 AA4715'MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 142.8 FT (43.5 M)
 AA4715'97 DEGREES FROM THE CENTER OF A HEADWALL, 25.51 FT (7.78 M) 194
 AA4715'DEGREES FROM THE CENTERLINE OF LAGOON PARK DRIVE, 76.24 FT (23.24 M)
 AA4715'291 DEGREES FROM A CONCRETE POWER POLE.
 AA4715
 AA4715                          STATION RECOVERY (1994)
 AA4715
 AA4715'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4715'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4716 ***********************************************************************
 AA4716  DESIGNATION -  5161
 AA4716  PID         -  AA4716
 AA4716  STATE/COUNTY-  AL/MONTGOMERY
 AA4716  USGS QUAD   -  WILLOW SPRINGS (1987)
 AA4716
 AA4716                         *CURRENT SURVEY CONTROL
 AA4716  ___________________________________________________________________
 AA4716* NAD 83(1992)-  32 23 18.71381(N)    086 14 44.29692(W)     ADJUSTED  
 AA4716* NAVD 88     -        87.589  (meters)     287.36   (feet)  ADJUSTED  
 AA4716  ___________________________________________________________________
 AA4716  X           -     353,007.865 (meters)                     COMP
 AA4716  Y           -  -5,379,583.817 (meters)                     COMP
 AA4716  Z           -   3,396,923.235 (meters)                     COMP
 AA4716  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 AA4716  ELLIP HEIGHT-          59.53  (meters)          (07/29/02) GPS OBS
 AA4716  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA4716  DYNAMIC HT  -          87.489 (meters)     287.04  (feet)  COMP
 AA4716  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 AA4716
 AA4716  HORZ ORDER  -  FIRST
 AA4716  VERT ORDER  -  THIRD
 AA4716  ELLP ORDER  -  FOURTH    CLASS I
 AA4716
 AA4716.The horizontal coordinates were established by GPS observations
 AA4716.and adjusted by the National Geodetic Survey in April 1995..
 AA4716
 AA4716.The orthometric height was determined by differential leveling
 AA4716.and adjusted by the National Geodetic Survey in April 1998..
 AA4716
 AA4716.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4716
 AA4716.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4716
 AA4716.The ellipsoidal height was determined by GPS observations
 AA4716.and is referenced to NAD 83.
 AA4716
 AA4716.The geoid height was determined by GEOID03.
 AA4716
 AA4716.The dynamic height is computed by dividing the NAVD 88
 AA4716.geopotential number by the normal gravity value computed on the
 AA4716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4716.degrees latitude (g = 980.6199 gals.).
 AA4716
 AA4716.The modeled gravity was interpolated from observed gravity values.
 AA4716
 AA4716;                    North         East     Units Scale Factor Converg.
 AA4716;SPC AL E     -   209,461.448   161,206.627   MT  0.99997855   -0 13 15.1
 AA4716;UTM  16      - 3,583,753.020   570,952.294   MT  0.99966208   +0 24 14.7
 AA4716
 AA4716!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4716!SPC AL E     -   0.99999065  x   0.99997855  =   0.99996920
 AA4716!UTM  16      -   0.99999065  x   0.99966208  =   0.99965274
 AA4716
 AA4716                          SUPERSEDED SURVEY CONTROL
 AA4716
 AA4716  ELLIP H (10/22/97)   59.60   (m)                       GP(       ) 4 1
 AA4716  ELLIP H (04/13/95)   31.23   (m)                       GP(       ) 4 1
 AA4716  NGVD 29 (04/13/95)   87.6    (m)          287.     (f) GPS OBS        
 AA4716
 AA4716.Superseded values are not recommended for survey control.
 AA4716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4716.See file dsdata.txt to determine how the superseded data were derived.
 AA4716
 AA4716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7095283753(NAD 83)
 AA4716_MARKER: DD = SURVEY DISK
 AA4716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4716_SP_SET: CONCRETE POST
 AA4716_STAMPING: STA. 5161 1994
 AA4716_MARK LOGO: AL-101
 AA4716_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4716+STABILITY: SURFACE MOTION
 AA4716_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4716+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4716
 AA4716  HISTORY     - Date     Condition        Report By
 AA4716  HISTORY     - 1994     MONUMENTED       CH2M
 AA4716  HISTORY     - 19940226 GOOD             MSI
 AA4716
 AA4716                          STATION DESCRIPTION
 AA4716
 AA4716'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4716'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, WILLOW
 AA4716'SPRINGS QUADRANGLE, SECTION 10, T16N, R18E.  THE STATION IS LOCATED
 AA4716'APPROXIMATELY 1 MI (1.6 KM) SOUTH OF GUNTER AIR FORCE STATION AT THE
 AA4716'SOUTHWEST CORNER OF THE DALRAIDA ROAD AND WARE HILL DRIVE
 AA4716'INTERSECTION. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4716'STA. 5161 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4716'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 24.56 FT
 AA4716'(7.49 M) 189 DEGREES FROM THE CENTERLINE OF A MANHOLE, 52.95 FT (16.14
 AA4716'M) 270 DEGREES FROM A FIRE HYDRANT AND 122.23 FT (37.26 M) 5 DEGREES
 AA4716'FROM A FENCE CORNER.
 AA4716
 AA4716                          STATION RECOVERY (1994)
 AA4716
 AA4716'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4716'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4717 ***********************************************************************
 AA4717  DESIGNATION -  5162
 AA4717  PID         -  AA4717
 AA4717  STATE/COUNTY-  AL/MONTGOMERY
 AA4717  USGS QUAD   -  WILLOW SPRINGS (1987)
 AA4717
 AA4717                         *CURRENT SURVEY CONTROL
 AA4717  ___________________________________________________________________
 AA4717* NAD 83(1992)-  32 23 20.11314(N)    086 13 04.75430(W)     ADJUSTED  
 AA4717* NAVD 88     -        69.151  (meters)     226.87   (feet)  ADJUSTED  
 AA4717  ___________________________________________________________________
 AA4717  X           -     355,601.440 (meters)                     COMP
 AA4717  Y           -  -5,379,374.245 (meters)                     COMP
 AA4717  Z           -   3,396,949.752 (meters)                     COMP
 AA4717  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AA4717  ELLIP HEIGHT-          41.08  (meters)          (07/29/02) GPS OBS
 AA4717  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 AA4717  DYNAMIC HT  -          69.072 (meters)     226.61  (feet)  COMP
 AA4717  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 AA4717
 AA4717  HORZ ORDER  -  FIRST
 AA4717  VERT ORDER  -  THIRD
 AA4717  ELLP ORDER  -  FOURTH    CLASS I
 AA4717
 AA4717.The horizontal coordinates were established by GPS observations
 AA4717.and adjusted by the National Geodetic Survey in April 1995..
 AA4717
 AA4717.The orthometric height was determined by differential leveling
 AA4717.and adjusted by the National Geodetic Survey in April 1998..
 AA4717
 AA4717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4717
 AA4717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4717
 AA4717.The ellipsoidal height was determined by GPS observations
 AA4717.and is referenced to NAD 83.
 AA4717
 AA4717.The geoid height was determined by GEOID03.
 AA4717
 AA4717.The dynamic height is computed by dividing the NAVD 88
 AA4717.geopotential number by the normal gravity value computed on the
 AA4717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4717.degrees latitude (g = 980.6199 gals.).
 AA4717
 AA4717.The modeled gravity was interpolated from observed gravity values.
 AA4717
 AA4717;                    North         East     Units Scale Factor Converg.
 AA4717;SPC AL E     -   209,494.859   163,808.431   MT  0.99997615   -0 12 21.8
 AA4717;UTM  16      - 3,583,814.788   573,552.765   MT  0.99966671   +0 25 08.1
 AA4717
 AA4717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4717!SPC AL E     -   0.99999355  x   0.99997615  =   0.99996970
 AA4717!UTM  16      -   0.99999355  x   0.99966671  =   0.99966026
 AA4717
 AA4717                          SUPERSEDED SURVEY CONTROL
 AA4717
 AA4717  ELLIP H (10/22/97)   41.14   (m)                       GP(       ) 4 1
 AA4717  ELLIP H (04/13/95)   12.77   (m)                       GP(       ) 4 1
 AA4717  NGVD 29 (04/13/95)   69.1    (m)          227.     (f) GPS OBS        
 AA4717
 AA4717.Superseded values are not recommended for survey control.
 AA4717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4717.See file dsdata.txt to determine how the superseded data were derived.
 AA4717
 AA4717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7355383815(NAD 83)
 AA4717_MARKER: DD = SURVEY DISK
 AA4717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4717_SP_SET: CONCRETE POST
 AA4717_STAMPING: STA. 5162 1994
 AA4717_MARK LOGO: AL-101
 AA4717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4717+STABILITY: SURFACE MOTION
 AA4717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4717+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4717
 AA4717  HISTORY     - Date     Condition        Report By
 AA4717  HISTORY     - 1994     MONUMENTED       CH2M
 AA4717  HISTORY     - 19940226 GOOD             MSI
 AA4717
 AA4717                          STATION DESCRIPTION
 AA4717
 AA4717'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4717'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, WILLOW
 AA4717'SPRINGS QUADRANGLE, SECTION 12, T16N, R18E.  THE STATION IS LOCATED ON
 AA4717'THE SOUTH SIDE OF WARES FERRY ROAD ACROSS FROM SADDLEWOOD LANE. THE
 AA4717'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5162 1994, AND
 AA4717'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4717'WITH THE GROUND.  THE DISK IS LOCATED 29.5 FT (9.0 M) 178 DEGREES FROM
 AA4717'A POWER POLE, 22.4 FT (6.8 M) 95 DEGREES FROM A SIGNAL BOX.
 AA4717
 AA4717                          STATION RECOVERY (1994)
 AA4717
 AA4717'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4717'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4718 ***********************************************************************
 AA4718  DESIGNATION -  5163
 AA4718  PID         -  AA4718
 AA4718  STATE/COUNTY-  AL/MONTGOMERY
 AA4718  USGS QUAD   -  WILLOW SPRINGS (1987)
 AA4718
 AA4718                         *CURRENT SURVEY CONTROL
 AA4718  ___________________________________________________________________
 AA4718* NAD 83(1992)-  32 23 14.31213(N)    086 11 55.69301(W)     ADJUSTED  
 AA4718* NAVD 88     -        68.837  (meters)     225.84   (feet)  ADJUSTED  
 AA4718  ___________________________________________________________________
 AA4718  X           -     357,408.862 (meters)                     COMP
 AA4718  Y           -  -5,379,350.128 (meters)                     COMP
 AA4718  Z           -   3,396,798.689 (meters)                     COMP
 AA4718  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AA4718  ELLIP HEIGHT-          40.77  (meters)          (07/29/02) GPS OBS
 AA4718  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 AA4718  DYNAMIC HT  -          68.758 (meters)     225.58  (feet)  COMP
 AA4718  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 AA4718
 AA4718  HORZ ORDER  -  FIRST
 AA4718  VERT ORDER  -  THIRD
 AA4718  ELLP ORDER  -  FOURTH    CLASS I
 AA4718
 AA4718.The horizontal coordinates were established by GPS observations
 AA4718.and adjusted by the National Geodetic Survey in April 1995..
 AA4718
 AA4718.The orthometric height was determined by differential leveling
 AA4718.and adjusted by the National Geodetic Survey in April 1998..
 AA4718
 AA4718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4718
 AA4718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4718
 AA4718.The ellipsoidal height was determined by GPS observations
 AA4718.and is referenced to NAD 83.
 AA4718
 AA4718.The geoid height was determined by GEOID03.
 AA4718
 AA4718.The dynamic height is computed by dividing the NAVD 88
 AA4718.geopotential number by the normal gravity value computed on the
 AA4718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4718.degrees latitude (g = 980.6199 gals.).
 AA4718
 AA4718.The modeled gravity was interpolated from observed gravity values.
 AA4718
 AA4718;                    North         East     Units Scale Factor Converg.
 AA4718;SPC AL E     -   209,309.843   165,612.799   MT  0.99997458   -0 11 44.7
 AA4718;UTM  16      - 3,583,649.514   575,358.489   MT  0.99967003   +0 25 45.0
 AA4718
 AA4718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4718!SPC AL E     -   0.99999360  x   0.99997458  =   0.99996818
 AA4718!UTM  16      -   0.99999360  x   0.99967003  =   0.99966363
 AA4718
 AA4718                          SUPERSEDED SURVEY CONTROL
 AA4718
 AA4718  ELLIP H (10/22/97)   40.83   (m)                       GP(       ) 4 1
 AA4718  ELLIP H (04/13/95)   12.45   (m)                       GP(       ) 4 1
 AA4718  NGVD 29 (04/13/95)   68.8    (m)          226.     (f) GPS OBS        
 AA4718
 AA4718.Superseded values are not recommended for survey control.
 AA4718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4718.See file dsdata.txt to determine how the superseded data were derived.
 AA4718
 AA4718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7535883650(NAD 83)
 AA4718_MARKER: DD = SURVEY DISK
 AA4718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4718_SP_SET: CONCRETE POST
 AA4718_STAMPING: STA. 5163 1994
 AA4718_MARK LOGO: AL-101
 AA4718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4718+STABILITY: SURFACE MOTION
 AA4718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4718+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4718
 AA4718  HISTORY     - Date     Condition        Report By
 AA4718  HISTORY     - 1994     MONUMENTED       CH2M
 AA4718  HISTORY     - 19940226 GOOD             MSI
 AA4718
 AA4718                          STATION DESCRIPTION
 AA4718
 AA4718'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4718'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, WILLOW
 AA4718'SPRINGS QUADRANGLE, SECTION 7, T16N, R19E.  THE STATION IS LOCATED IN
 AA4718'THE MEDIAN OF BURBANK DRIVE, APPROXIMATELY 0.35 MI (0.56 KM) NORTH OF
 AA4718'ATLANTA HIGHWAY. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4718'STAMPED STA. 5163 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4718'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4718'27.2 FT (8.3 M) 191 DEGREES FROM A POWER POLE, 21.4 FT (6.5 M) 286
 AA4718'DEGREES FROM THE CENTERLINE OF BURBANK NORTHBOUND LANES, AND 25.2 FT
 AA4718'(7.7 M) 106 DEGREES FROM THE CENTERLINE OF BURBANK SOUTHBOUND LANES.
 AA4718
 AA4718                          STATION RECOVERY (1994)
 AA4718
 AA4718'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4718'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4719 ***********************************************************************
 AA4719  DESIGNATION -  5169
 AA4719  PID         -  AA4719
 AA4719  STATE/COUNTY-  AL/MONTGOMERY
 AA4719  USGS QUAD   -  WILLOW SPRINGS (1987)
 AA4719
 AA4719                         *CURRENT SURVEY CONTROL
 AA4719  ___________________________________________________________________
 AA4719* NAD 83(1992)-  32 22 43.01765(N)    086 11 58.67135(W)     ADJUSTED  
 AA4719* NAVD 88     -        71.175  (meters)     233.51   (feet)  ADJUSTED  
 AA4719  ___________________________________________________________________
 AA4719  X           -     357,365.540 (meters)                     COMP
 AA4719  Y           -  -5,379,872.433 (meters)                     COMP
 AA4719  Z           -   3,395,985.873 (meters)                     COMP
 AA4719  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AA4719  ELLIP HEIGHT-          43.13  (meters)          (07/29/02) GPS OBS
 AA4719  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AA4719  DYNAMIC HT  -          71.093 (meters)     233.24  (feet)  COMP
 AA4719  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 AA4719
 AA4719  HORZ ORDER  -  FIRST
 AA4719  VERT ORDER  -  THIRD
 AA4719  ELLP ORDER  -  FOURTH    CLASS I
 AA4719
 AA4719.The horizontal coordinates were established by GPS observations
 AA4719.and adjusted by the National Geodetic Survey in April 1995..
 AA4719
 AA4719.The orthometric height was determined by differential leveling
 AA4719.and adjusted by the National Geodetic Survey in April 1998..
 AA4719
 AA4719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4719
 AA4719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4719
 AA4719.The ellipsoidal height was determined by GPS observations
 AA4719.and is referenced to NAD 83.
 AA4719
 AA4719.The geoid height was determined by GEOID03.
 AA4719
 AA4719.The dynamic height is computed by dividing the NAVD 88
 AA4719.geopotential number by the normal gravity value computed on the
 AA4719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4719.degrees latitude (g = 980.6199 gals.).
 AA4719
 AA4719.The modeled gravity was interpolated from observed gravity values.
 AA4719
 AA4719;                    North         East     Units Scale Factor Converg.
 AA4719;SPC AL E     -   208,346.151   165,531.655   MT  0.99997465   -0 11 46.2
 AA4719;UTM  16      - 3,582,685.289   575,287.881   MT  0.99966990   +0 25 43.1
 AA4719
 AA4719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4719!SPC AL E     -   0.99999323  x   0.99997465  =   0.99996788
 AA4719!UTM  16      -   0.99999323  x   0.99966990  =   0.99966313
 AA4719
 AA4719                          SUPERSEDED SURVEY CONTROL
 AA4719
 AA4719  ELLIP H (10/22/97)   43.19   (m)                       GP(       ) 4 1
 AA4719  ELLIP H (04/13/95)   14.84   (m)                       GP(       ) 4 1
 AA4719  NGVD 29 (04/13/95)   71.2    (m)          234.     (f) GPS OBS        
 AA4719
 AA4719.Superseded values are not recommended for survey control.
 AA4719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4719.See file dsdata.txt to determine how the superseded data were derived.
 AA4719
 AA4719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7528882685(NAD 83)
 AA4719_MARKER: DD = SURVEY DISK
 AA4719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4719_SP_SET: CONCRETE POST
 AA4719_STAMPING: STA. 5169 1994
 AA4719_MARK LOGO: AL-101
 AA4719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4719+STABILITY: SURFACE MOTION
 AA4719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4719+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4719
 AA4719  HISTORY     - Date     Condition        Report By
 AA4719  HISTORY     - 1994     MONUMENTED       CH2M
 AA4719  HISTORY     - 19940226 GOOD             MSI
 AA4719
 AA4719                          STATION DESCRIPTION
 AA4719
 AA4719'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4719'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, WILLOW
 AA4719'SPRINGS QUADRANGLE SECTION 7, T16N, R19E.  THE STATION IS LOCATED ON
 AA4719'BURBANK DRIVE, APPROXIMATELY 0.25 MI (0.40 KM) SOUTH OF ATLANTA
 AA4719'HIGHWAY. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA.
 AA4719'5169 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 AA4719'MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 52.8 FT (16.1 M)
 AA4719'70 DEGREES FROM A FIRE HYDRANT, AND 87.6 FT (26.7 M) 231 DEGREES FROM
 AA4719'A LIGHT POLE.
 AA4719
 AA4719                          STATION RECOVERY (1994)
 AA4719
 AA4719'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4719'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4720 ***********************************************************************
 AA4720  DESIGNATION -  5170
 AA4720  PID         -  AA4720
 AA4720  STATE/COUNTY-  AL/MONTGOMERY
 AA4720  USGS QUAD   -  WILLOW SPRINGS (1987)
 AA4720
 AA4720                         *CURRENT SURVEY CONTROL
 AA4720  ___________________________________________________________________
 AA4720* NAD 83(1992)-  32 22 40.99142(N)    086 10 30.30175(W)     ADJUSTED  
 AA4720* NAVD 88     -        70.240  (meters)     230.45   (feet)  ADJUSTED  
 AA4720  ___________________________________________________________________
 AA4720  X           -     359,672.570 (meters)                     COMP
 AA4720  Y           -  -5,379,751.375 (meters)                     COMP
 AA4720  Z           -   3,395,932.646 (meters)                     COMP
 AA4720  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 AA4720  ELLIP HEIGHT-          42.17  (meters)          (07/29/02) GPS OBS
 AA4720  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 AA4720  DYNAMIC HT  -          70.159 (meters)     230.18  (feet)  COMP
 AA4720  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 AA4720
 AA4720  HORZ ORDER  -  FIRST
 AA4720  VERT ORDER  -  THIRD
 AA4720  ELLP ORDER  -  FOURTH    CLASS I
 AA4720
 AA4720.The horizontal coordinates were established by GPS observations
 AA4720.and adjusted by the National Geodetic Survey in April 1995..
 AA4720
 AA4720.The orthometric height was determined by differential leveling
 AA4720.and adjusted by the National Geodetic Survey in April 1998..
 AA4720
 AA4720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4720
 AA4720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4720
 AA4720.The ellipsoidal height was determined by GPS observations
 AA4720.and is referenced to NAD 83.
 AA4720
 AA4720.The geoid height was determined by GEOID03.
 AA4720
 AA4720.The dynamic height is computed by dividing the NAVD 88
 AA4720.geopotential number by the normal gravity value computed on the
 AA4720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4720.degrees latitude (g = 980.6199 gals.).
 AA4720
 AA4720.The modeled gravity was interpolated from observed gravity values.
 AA4720
 AA4720;                    North         East     Units Scale Factor Converg.
 AA4720;SPC AL E     -   208,276.095   167,841.334   MT  0.99997275   -0 10 58.8
 AA4720;UTM  16      - 3,582,640.435   577,597.489   MT  0.99967425   +0 26 30.4
 AA4720
 AA4720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4720!SPC AL E     -   0.99999338  x   0.99997275  =   0.99996613
 AA4720!UTM  16      -   0.99999338  x   0.99967425  =   0.99966763
 AA4720
 AA4720                          SUPERSEDED SURVEY CONTROL
 AA4720
 AA4720  ELLIP H (10/22/97)   42.22   (m)                       GP(       ) 4 1
 AA4720  ELLIP H (04/13/95)   13.86   (m)                       GP(       ) 4 1
 AA4720  NGVD 29 (04/13/95)   70.2    (m)          230.     (f) GPS OBS        
 AA4720
 AA4720.Superseded values are not recommended for survey control.
 AA4720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4720.See file dsdata.txt to determine how the superseded data were derived.
 AA4720
 AA4720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7759782640(NAD 83)
 AA4720_MARKER: DD = SURVEY DISK
 AA4720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4720_SP_SET: CONCRETE POST
 AA4720_STAMPING: STA. 5170 1994
 AA4720_MARK LOGO: AL-101
 AA4720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4720+STABILITY: SURFACE MOTION
 AA4720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4720+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4720
 AA4720  HISTORY     - Date     Condition        Report By
 AA4720  HISTORY     - 1994     MONUMENTED       CH2M
 AA4720  HISTORY     - 19940226 GOOD             MSI
 AA4720
 AA4720                          STATION DESCRIPTION
 AA4720
 AA4720'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4720'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, WILLOW
 AA4720'SPRINGS QUADRANGLE, SECTION 8, T16N, R19E.  THE STATION IS LOCATED
 AA4720'APPROXIMATELY 0.1 MI (0.2 KM) EAST OF THE U.S. POST OFFICE ON THE
 AA4720'NORTH SIDE OF WINTON BLOUNT BOULEVARD. THE STATION IS A MONTGOMERY
 AA4720'COUNTY SURVEY DISK STAMPED STA. 5170 1994, AND SET IN THE TOP OF A 10
 AA4720'INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND. THE
 AA4720'DISK IS LOCATED 28.7 FT (8.7 M) 0 DEGREES FROM THE CENTERLINE OF
 AA4720'WINTON BLOUNT BOULEVARD, 262.5 FT (80.0 M) 269 DEGREES FROM A POWER
 AA4720'POLE, AND 153.5 FT (46.8 M) 310 DEGREES FROM A POWER POLE.
 AA4720
 AA4720                          STATION RECOVERY (1994)
 AA4720
 AA4720'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 AA4720'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4721 ***********************************************************************
 AA4721  DESIGNATION -  5173
 AA4721  PID         -  AA4721
 AA4721  STATE/COUNTY-  AL/MONTGOMERY
 AA4721  USGS QUAD   -  BRASSELL (1987)
 AA4721
 AA4721                         *CURRENT SURVEY CONTROL
 AA4721  ___________________________________________________________________
 AA4721* NAD 83(1992)-  32 22 41.80668(N)    086 06 07.84094(W)     ADJUSTED  
 AA4721* NAVD 88     -        59.477  (meters)     195.13   (feet)  ADJUSTED  
 AA4721  ___________________________________________________________________
 AA4721  X           -     366,516.186 (meters)                     COMP
 AA4721  Y           -  -5,379,266.847 (meters)                     COMP
 AA4721  Z           -   3,395,948.077 (meters)                     COMP
 AA4721  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA4721  ELLIP HEIGHT-          31.38  (meters)          (07/29/02) GPS OBS
 AA4721  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 AA4721  DYNAMIC HT  -          59.409 (meters)     194.91  (feet)  COMP
 AA4721  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 AA4721
 AA4721  HORZ ORDER  -  FIRST
 AA4721  VERT ORDER  -  THIRD
 AA4721  ELLP ORDER  -  FOURTH    CLASS I
 AA4721
 AA4721.The horizontal coordinates were established by GPS observations
 AA4721.and adjusted by the National Geodetic Survey in April 1995..
 AA4721
 AA4721.The orthometric height was determined by differential leveling
 AA4721.and adjusted by the National Geodetic Survey in April 1998..
 AA4721
 AA4721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4721
 AA4721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4721
 AA4721.The ellipsoidal height was determined by GPS observations
 AA4721.and is referenced to NAD 83.
 AA4721
 AA4721.The geoid height was determined by GEOID03.
 AA4721
 AA4721.The dynamic height is computed by dividing the NAVD 88
 AA4721.geopotential number by the normal gravity value computed on the
 AA4721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4721.degrees latitude (g = 980.6199 gals.).
 AA4721
 AA4721.The modeled gravity was interpolated from observed gravity values.
 AA4721
 AA4721;                    North         East     Units Scale Factor Converg.
 AA4721;SPC AL E     -   208,281.631   174,701.844   MT  0.99996789   -0 08 38.3
 AA4721;UTM  16      - 3,582,720.757   584,455.547   MT  0.99968796   +0 28 50.9
 AA4721
 AA4721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4721!SPC AL E     -   0.99999507  x   0.99996789  =   0.99996296
 AA4721!UTM  16      -   0.99999507  x   0.99968796  =   0.99968303
 AA4721
 AA4721                          SUPERSEDED SURVEY CONTROL
 AA4721
 AA4721  ELLIP H (10/22/97)   31.45   (m)                       GP(       ) 4 1
 AA4721  ELLIP H (04/13/95)    3.08   (m)                       GP(       ) 4 1
 AA4721  NGVD 29 (04/13/95)   59.5    (m)          195.     (f) GPS OBS        
 AA4721
 AA4721.Superseded values are not recommended for survey control.
 AA4721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4721.See file dsdata.txt to determine how the superseded data were derived.
 AA4721
 AA4721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8445682721(NAD 83)
 AA4721_MARKER: DD = SURVEY DISK
 AA4721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4721_SP_SET: CONCRETE POST
 AA4721_STAMPING: STA. 5173 1994
 AA4721_MARK LOGO: AL-101
 AA4721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4721+STABILITY: SURFACE MOTION
 AA4721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4721+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4721
 AA4721  HISTORY     - Date     Condition        Report By
 AA4721  HISTORY     - 1994     MONUMENTED       CH2M
 AA4721  HISTORY     - 19940226 GOOD             MSI
 AA4721
 AA4721                          STATION DESCRIPTION
 AA4721
 AA4721'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4721'THE STATION IS LOCATED APPROXIMATELY 1.0 MI (1.6 KM) NORTH OF THE
 AA4721'VILLAGE OF MOUNT MEIGS, BRASSELL QUADRANGLE, SECTION 7, T16N, R20E.
 AA4721'THE STATION IS LOCATED APPROXIMATELY 0.3 MI (0.5 KM) NORTH OF JONES
 AA4721'ROAD, ON THE WEST SIDE OF WARES FERRY ROAD. THE STATION IS A
 AA4721'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5173 1994 AND SET ON TOP OF
 AA4721'A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.
 AA4721'THE DISK IS LOCATED 17.53 FT (5.34 M) 164 DEGREES FROM THE CENTERLINE
 AA4721'OF WARES FERRY ROAD, 66.48 FT (20.26 M) 279 DEGREES FROM A GAS GAUGE,
 AA4721'AND 116.24 FT (35.43 M) 163 DEGREES FROM A POWER POLE.
 AA4721
 AA4721                          STATION RECOVERY (1994)
 AA4721
 AA4721'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4721'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4722 ***********************************************************************
 AA4722  DESIGNATION -  5179
 AA4722  PID         -  AA4722
 AA4722  STATE/COUNTY-  AL/MONTGOMERY
 AA4722  USGS QUAD   -  CANTELOUS (1981)
 AA4722
 AA4722                         *CURRENT SURVEY CONTROL
 AA4722  ___________________________________________________________________
 AA4722* NAD 83(1992)-  32 21 30.06113(N)    086 23 30.48626(W)     ADJUSTED  
 AA4722* NAVD 88     -        47.4    (meters)     156.     (feet)  VERTCON   
 AA4722  ___________________________________________________________________
 AA4722  X           -     339,393.860 (meters)                     COMP
 AA4722  Y           -  -5,382,221.600 (meters)                     COMP
 AA4722  Z           -   3,394,075.056 (meters)                     COMP
 AA4722  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA4722  ELLIP HEIGHT-          19.48  (meters)          (07/29/02) GPS OBS
 AA4722  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AA4722
 AA4722  HORZ ORDER  -  FIRST
 AA4722  ELLP ORDER  -  FOURTH    CLASS I
 AA4722
 AA4722.The horizontal coordinates were established by GPS observations
 AA4722.and adjusted by the National Geodetic Survey in April 1995..
 AA4722
 AA4722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4722
 AA4722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4722
 AA4722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4722
 AA4722.The ellipsoidal height was determined by GPS observations
 AA4722.and is referenced to NAD 83.
 AA4722
 AA4722.The geoid height was determined by GEOID03.
 AA4722
 AA4722;                    North         East     Units Scale Factor Converg.
 AA4722;SPC AL E     -   206,177.017   147,436.587   MT  0.99999406   -0 17 56.1
 AA4722;UTM  16      - 3,580,319.803   557,223.483   MT  0.99964038   +0 19 31.9
 AA4722
 AA4722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4722!SPC AL E     -   0.99999694  x   0.99999406  =   0.99999100
 AA4722!UTM  16      -   0.99999694  x   0.99964038  =   0.99963732
 AA4722
 AA4722                          SUPERSEDED SURVEY CONTROL
 AA4722
 AA4722  ELLIP H (10/22/97)   19.54   (m)                       GP(       ) 4 1
 AA4722  ELLIP H (04/13/95)   -8.69   (m)                       GP(       ) 4 1
 AA4722  NGVD 29 (04/13/95)   47.4    (m)          156.     (f) GPS OBS        
 AA4722
 AA4722.Superseded values are not recommended for survey control.
 AA4722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4722.See file dsdata.txt to determine how the superseded data were derived.
 AA4722
 AA4722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5722380320(NAD 83)
 AA4722_MARKER: DD = SURVEY DISK
 AA4722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4722_SP_SET: CONCRETE POST
 AA4722_STAMPING: STA. 5179 1994
 AA4722_MARK LOGO: AL-101
 AA4722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4722+STABILITY: SURFACE MOTION
 AA4722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4722+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4722
 AA4722  HISTORY     - Date     Condition        Report By
 AA4722  HISTORY     - 1994     MONUMENTED       CH2M
 AA4722
 AA4722                          STATION DESCRIPTION
 AA4722
 AA4722'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4722'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, CANTELOUS
 AA4722'QUADRANGLE, SECTION 17, T16N, R17E.  THE STATION IS LOCATED
 AA4722'APPROXIMATELY 0.8 MI (1.3 KM) NORTH OF OLD SELMA ROAD ON THE EAST SIDE
 AA4722'OF HUNTER LOOP ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4722'STAMPED STA. 5179 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4722'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4722'36.10 FT (11.00 M) 57 DEGREES FROM THE CENTERLINE OF HUNTER LOOP ROAD,
 AA4722'70.50 FT (21.49 M) 60 DEGREES FROM A POWER POLE ACROSS THE ROAD, 98.32
 AA4722'FT (29.97 M) 323 DEGREES FROM A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2469 ***********************************************************************
 BG2469  DESIGNATION -  518 RESET
 BG2469  PID         -  BG2469
 BG2469  STATE/COUNTY-  AL/BALDWIN
 BG2469  USGS QUAD   -  STAPLETON (1982)
 BG2469
 BG2469                         *CURRENT SURVEY CONTROL
 BG2469  ___________________________________________________________________
 BG2469* NAD 83(1986)-  30 43 49.     (N)    087 47 33.     (W)     SCALED    
 BG2469* NAVD 88     -        65.29   (meters)     214.2    (feet)  RESET     
 BG2469  ___________________________________________________________________
 BG2469  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BG2469
 BG2469  VERT ORDER  -  THIRD
 BG2469
 BG2469.The horizontal coordinates were scaled from a topographic map and have
 BG2469.an estimated accuracy of +/- 6 seconds.
 BG2469
 BG2469.The orthometric height was computed from unverified reset data.
 BG2469
 BG2469.The geoid height was determined by GEOID03.
 BG2469
 BG2469;                    North         East    Units  Estimated Accuracy
 BG2469;SPC AL W     -    80,990.      571,990.      MT  (+/- 180 meters Scaled)
 BG2469
 BG2469                          SUPERSEDED SURVEY CONTROL
 BG2469
 BG2469.No superseded survey control is available for this station.
 BG2469
 BG2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU241999(NAD 83)
 BG2469_MARKER: DB = BENCH MARK DISK
 BG2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2469_STAMPING: 518 RESET 1964
 BG2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2469+STABILITY: SURFACE MOTION
 BG2469
 BG2469  HISTORY     - Date     Condition        Report By
 BG2469  HISTORY     - 1964     MONUMENTED       ALGS
 BG2469  HISTORY     - 20030626 MARK NOT FOUND   USPSQD
 BG2469
 BG2469                          STATION DESCRIPTION
 BG2469
 BG2469'DESCRIBED BY ALABAMA GEODETIC SURVEY 1964
 BG2469'0.6 MI SE FROM STAPLETON.
 BG2469'LOCATED 0.5 MILE SOUTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 BG2469'AT STAPLETON, THENCE SOUTHEAST ALONG STATE HIGHWAY 59 FOR 0.1
 BG2469'MILE TO THE MARK ON THE RIGHT, 163 FEET NORTHEAST OF THE NORTHEAST
 BG2469'CORNER OF MR. H. V. HARRELL HOUSE, 149 FEET NORTH OF THE CENTERLINE
 BG2469'OF THE DRIVEWAY TO THE HARRELL HOUSE, 78 FEET EAST OF A POWER
 BG2469'POLE, 13 FEET SOUTHEAST OF A 10-INCH PINE TREE, 15 FEET NORTHEAST
 BG2469'OF A 12-INCH PINE TREE, 112 FEET SOUTH OF A POWER POLE, 1 FOOT
 BG2469'SOUTHWEST OF A METAL WITNESS POST, AND SET IN THE TOP OF A 12-INCH
 BG2469'ROUND CONCRETE POST PROJECTING 4 INCHES.
 BG2469
 BG2469                          STATION RECOVERY (2003)
 BG2469
 BG2469'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2469'WITNESS POST AND SIGN MISSING, NO EVIDENCE OF HARRELL'S HOUSE AT THIS
 BG2469'SITE. ROAD WIDENING FOR RT 59 WAS EXPERIENCED SOME YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4723 ***********************************************************************
 AA4723  DESIGNATION -  5189
 AA4723  PID         -  AA4723
 AA4723  STATE/COUNTY-  AL/MONTGOMERY
 AA4723  USGS QUAD   -  CANTELOUS (1981)
 AA4723
 AA4723                         *CURRENT SURVEY CONTROL
 AA4723  ___________________________________________________________________
 AA4723* NAD 83(1992)-  32 17 56.90936(N)    086 22 31.68248(W)     ADJUSTED  
 AA4723* NAVD 88     -        52.5    (meters)     172.     (feet)  VERTCON   
 AA4723  ___________________________________________________________________
 AA4723  X           -     341,150.508 (meters)                     COMP
 AA4723  Y           -  -5,385,633.226 (meters)                     COMP
 AA4723  Z           -   3,388,529.732 (meters)                     COMP
 AA4723  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AA4723  ELLIP HEIGHT-          24.66  (meters)          (07/29/02) GPS OBS
 AA4723  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AA4723
 AA4723  HORZ ORDER  -  FIRST
 AA4723  ELLP ORDER  -  FOURTH    CLASS I
 AA4723
 AA4723.The horizontal coordinates were established by GPS observations
 AA4723.and adjusted by the National Geodetic Survey in April 1995..
 AA4723
 AA4723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4723
 AA4723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4723
 AA4723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4723
 AA4723.The ellipsoidal height was determined by GPS observations
 AA4723.and is referenced to NAD 83.
 AA4723
 AA4723.The geoid height was determined by GEOID03.
 AA4723
 AA4723;                    North         East     Units Scale Factor Converg.
 AA4723;SPC AL E     -   199,603.430   148,940.786   MT  0.99999214   -0 17 22.9
 AA4723;UTM  16      - 3,573,765.291   558,798.621   MT  0.99964263   +0 20 01.4
 AA4723
 AA4723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4723!SPC AL E     -   0.99999613  x   0.99999214  =   0.99998827
 AA4723!UTM  16      -   0.99999613  x   0.99964263  =   0.99963876
 AA4723
 AA4723                          SUPERSEDED SURVEY CONTROL
 AA4723
 AA4723  ELLIP H (10/22/97)   24.73   (m)                       GP(       ) 4 1
 AA4723  ELLIP H (04/13/95)   -3.38   (m)                       GP(       ) 4 1
 AA4723  NGVD 29 (04/13/95)   52.4    (m)          172.     (f) GPS OBS        
 AA4723
 AA4723.Superseded values are not recommended for survey control.
 AA4723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4723.See file dsdata.txt to determine how the superseded data were derived.
 AA4723
 AA4723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5879973765(NAD 83)
 AA4723_MARKER: DD = SURVEY DISK
 AA4723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4723_SP_SET: CONCRETE POST
 AA4723_STAMPING: STA. 5189 1994
 AA4723_MARK LOGO: AL-101
 AA4723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4723+STABILITY: SURFACE MOTION
 AA4723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4723+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4723
 AA4723  HISTORY     - Date     Condition        Report By
 AA4723  HISTORY     - 1994     MONUMENTED       CH2M
 AA4723
 AA4723                          STATION DESCRIPTION
 AA4723
 AA4723'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4723'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, CANTELOUS
 AA4723'QUADRANGLE, SECTION 5, T15N, R17E.  THE STATION IS LOCATED
 AA4723'APPROXIMATELY 0.7 MI (1.1 KM) SOUTH OF ROUTE 80 INTERSECTION ON THE
 AA4723'WEST SIDE OF LAMAR ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY
 AA4723'DISK STAMPED STA. 5189 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4723'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4723'18.81 FT (5.73 M) 276 DEGREES FROM THE CENTERLINE OF LAMAR ROAD, 67.8
 AA4723'FT (20.7 M) 265 DEGREES FROM A TELEPHONE BOX, AND 32.63 FT (9.95 M)
 AA4723'111 DEGREES FROM A FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4724 ***********************************************************************
 AA4724  DESIGNATION -  5192
 AA4724  PID         -  AA4724
 AA4724  STATE/COUNTY-  AL/MONTGOMERY
 AA4724  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4724
 AA4724                         *CURRENT SURVEY CONTROL
 AA4724  ___________________________________________________________________
 AA4724* NAD 83(1992)-  32 22 05.45840(N)    086 20 56.09287(W)     ADJUSTED  
 AA4724* NAVD 88     -        49.868  (meters)     163.61   (feet)  ADJUSTED  
 AA4724  ___________________________________________________________________
 AA4724  X           -     343,385.430 (meters)                     COMP
 AA4724  Y           -  -5,381,385.615 (meters)                     COMP
 AA4724  Z           -   3,394,997.355 (meters)                     COMP
 AA4724  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AA4724  ELLIP HEIGHT-          21.90  (meters)          (07/29/02) GPS OBS
 AA4724  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AA4724  DYNAMIC HT  -          49.812 (meters)     163.42  (feet)  COMP
 AA4724  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 AA4724
 AA4724  HORZ ORDER  -  FIRST
 AA4724  VERT ORDER  -  THIRD
 AA4724  ELLP ORDER  -  FOURTH    CLASS I
 AA4724
 AA4724.The horizontal coordinates were established by GPS observations
 AA4724.and adjusted by the National Geodetic Survey in April 1995..
 AA4724
 AA4724.The orthometric height was determined by differential leveling
 AA4724.and adjusted by the National Geodetic Survey in April 1998..
 AA4724
 AA4724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4724
 AA4724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4724
 AA4724.The ellipsoidal height was determined by GPS observations
 AA4724.and is referenced to NAD 83.
 AA4724
 AA4724.The geoid height was determined by GEOID03.
 AA4724
 AA4724.The dynamic height is computed by dividing the NAVD 88
 AA4724.geopotential number by the normal gravity value computed on the
 AA4724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4724.degrees latitude (g = 980.6199 gals.).
 AA4724
 AA4724.The modeled gravity was interpolated from observed gravity values.
 AA4724
 AA4724;                    North         East     Units Scale Factor Converg.
 AA4724;SPC AL E     -   207,247.108   151,478.446   MT  0.99998902   -0 16 33.7
 AA4724;UTM  16      - 3,581,433.497   561,252.035   MT  0.99964626   +0 20 54.9
 AA4724
 AA4724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4724!SPC AL E     -   0.99999656  x   0.99998902  =   0.99998558
 AA4724!UTM  16      -   0.99999656  x   0.99964626  =   0.99964282
 AA4724
 AA4724                          SUPERSEDED SURVEY CONTROL
 AA4724
 AA4724  ELLIP H (10/22/97)   21.96   (m)                       GP(       ) 4 1
 AA4724  ELLIP H (04/13/95)   -6.33   (m)                       GP(       ) 4 1
 AA4724  NGVD 29 (04/13/95)   49.9    (m)          164.     (f) GPS OBS        
 AA4724
 AA4724.Superseded values are not recommended for survey control.
 AA4724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4724.See file dsdata.txt to determine how the superseded data were derived.
 AA4724
 AA4724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6125281433(NAD 83)
 AA4724_MARKER: DD = SURVEY DISK
 AA4724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4724_SP_SET: CONCRETE POST
 AA4724_STAMPING: STA. 5192 1994
 AA4724_MARK LOGO: AL-101
 AA4724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4724+STABILITY: SURFACE MOTION
 AA4724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4724+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA4724
 AA4724  HISTORY     - Date     Condition        Report By
 AA4724  HISTORY     - 1994     MONUMENTED       CH2M
 AA4724  HISTORY     - 19940226 GOOD             MSI
 AA4724  HISTORY     - 20030711 GOOD             JCLS
 AA4724  HISTORY     - 20040901 GOOD             JCLS
 AA4724
 AA4724                          STATION DESCRIPTION
 AA4724
 AA4724'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4724'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4724'SOUTH QUADRANGLE, SECTION 15, T16N, R17E.  THE STATION IS LOCATED
 AA4724'APPROXIMATELY 1.7 MI (2.7 KM) NORTH OF MOBILE HIGHWAY ON THE EAST SIDE
 AA4724'OF AIRBASE BOULEVARD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4724'STAMPED STA. 5192 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4724'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4724'51.35 FT (15.65 M) 104 DEGREES FROM THE CENTERLINE OF AIRBASE
 AA4724'BOULEVARD, 45.77 FT (13.95 M) 215 DEGREES FROM A MANHOLE, AND 13.58 FT
 AA4724'(4.14 M) 182 DEGREES FROM A CONCRETE HEADER WALL.
 AA4724
 AA4724                          STATION RECOVERY (1994)
 AA4724
 AA4724'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4724'RECOVERED AS DESCRIBED.
 AA4724
 AA4724                          STATION RECOVERY (2003)
 AA4724
 AA4724'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA4724'RECOVERED IN GOOD CONDITION.
 AA4724
 AA4724                          STATION RECOVERY (2004)
 AA4724
 AA4724'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA4724'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4725 ***********************************************************************
 AA4725  DESIGNATION -  5194
 AA4725  PID         -  AA4725
 AA4725  STATE/COUNTY-  AL/MONTGOMERY
 AA4725  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4725
 AA4725                         *CURRENT SURVEY CONTROL
 AA4725  ___________________________________________________________________
 AA4725* NAD 83(1992)-  32 22 05.37790(N)    086 18 32.01944(W)     ADJUSTED  
 AA4725* NAVD 88     -        82.416  (meters)     270.39   (feet)  ADJUSTED  
 AA4725  ___________________________________________________________________
 AA4725  X           -     347,146.033 (meters)                     COMP
 AA4725  Y           -  -5,381,173.212 (meters)                     COMP
 AA4725  Z           -   3,395,012.687 (meters)                     COMP
 AA4725  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 AA4725  ELLIP HEIGHT-          54.45  (meters)          (07/29/02) GPS OBS
 AA4725  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA4725  DYNAMIC HT  -          82.322 (meters)     270.08  (feet)  COMP
 AA4725  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 AA4725
 AA4725  HORZ ORDER  -  FIRST
 AA4725  VERT ORDER  -  THIRD
 AA4725  ELLP ORDER  -  FOURTH    CLASS I
 AA4725
 AA4725.The horizontal coordinates were established by GPS observations
 AA4725.and adjusted by the National Geodetic Survey in April 1995..
 AA4725
 AA4725.The orthometric height was determined by differential leveling
 AA4725.and adjusted by the National Geodetic Survey in April 1998..
 AA4725
 AA4725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4725
 AA4725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4725
 AA4725.The ellipsoidal height was determined by GPS observations
 AA4725.and is referenced to NAD 83.
 AA4725
 AA4725.The geoid height was determined by GEOID03.
 AA4725
 AA4725.The dynamic height is computed by dividing the NAVD 88
 AA4725.geopotential number by the normal gravity value computed on the
 AA4725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4725.degrees latitude (g = 980.6199 gals.).
 AA4725
 AA4725.The modeled gravity was interpolated from observed gravity values.
 AA4725
 AA4725;                    North         East     Units Scale Factor Converg.
 AA4725;SPC AL E     -   207,227.187   155,244.808   MT  0.99998469   -0 15 16.6
 AA4725;UTM  16      - 3,581,454.629   565,017.119   MT  0.99965213   +0 22 12.0
 AA4725
 AA4725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4725!SPC AL E     -   0.99999145  x   0.99998469  =   0.99997614
 AA4725!UTM  16      -   0.99999145  x   0.99965213  =   0.99964358
 AA4725
 AA4725                          SUPERSEDED SURVEY CONTROL
 AA4725
 AA4725  ELLIP H (10/22/97)   54.51   (m)                       GP(       ) 4 1
 AA4725  ELLIP H (04/13/95)   26.21   (m)                       GP(       ) 4 1
 AA4725  NGVD 29 (04/13/95)   82.4    (m)          270.     (f) GPS OBS        
 AA4725
 AA4725.Superseded values are not recommended for survey control.
 AA4725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4725.See file dsdata.txt to determine how the superseded data were derived.
 AA4725
 AA4725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6501781455(NAD 83)
 AA4725_MARKER: DD = SURVEY DISK
 AA4725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4725_SP_SET: CONCRETE POST
 AA4725_STAMPING: STA. 5194 1994
 AA4725_MARK LOGO: AL-101
 AA4725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4725+STABILITY: SURFACE MOTION
 AA4725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4725+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4725
 AA4725  HISTORY     - Date     Condition        Report By
 AA4725  HISTORY     - 1994     MONUMENTED       CH2M
 AA4725  HISTORY     - 19940226 GOOD             MSI
 AA4725
 AA4725                          STATION DESCRIPTION
 AA4725
 AA4725'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4725'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4725'SOUTH QUADRANGLE, SECTION 13, T16N, R17E.  THE STATION IS LOCATED AT
 AA4725'THE SOUTHWEST CORNER OF THE INTERSTATE 85 SERVICE ROAD (SOUTH STREET)
 AA4725'AND SOUTH COURT STREET. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4725'STAMPED STA. 5194 1994 AND SET ON TOP OF A 10 INCH DIAMETER CONCRETE
 AA4725'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 20.5 FT
 AA4725'(6.2 M) 248 DEGREES FROM A TRAFFIC LIGHT POLE, 27.68 FT (8.44 M) 163
 AA4725'DEGREES FROM TO THE CENTERLINE OF SOUTH STREET, AND 6.49 FT (1.98 M)
 AA4725'316 DEGREES FROM TO THE CORNER OF A LIGHT BOX.
 AA4725
 AA4725                          STATION RECOVERY (1994)
 AA4725
 AA4725'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4725'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4726 ***********************************************************************
 AA4726  DESIGNATION -  5198
 AA4726  PID         -  AA4726
 AA4726  STATE/COUNTY-  AL/MONTGOMERY
 AA4726  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4726
 AA4726                         *CURRENT SURVEY CONTROL
 AA4726  ___________________________________________________________________
 AA4726* NAD 83(1992)-  32 21 30.37784(N)    086 20 50.35314(W)     ADJUSTED  
 AA4726* NAVD 88     -        52.333  (meters)     171.70   (feet)  ADJUSTED  
 AA4726  ___________________________________________________________________
 AA4726  X           -     343,572.162 (meters)                     COMP
 AA4726  Y           -  -5,381,955.419 (meters)                     COMP
 AA4726  Z           -   3,394,085.925 (meters)                     COMP
 AA4726  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 AA4726  ELLIP HEIGHT-          24.39  (meters)          (07/29/02) GPS OBS
 AA4726  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AA4726  DYNAMIC HT  -          52.274 (meters)     171.50  (feet)  COMP
 AA4726  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 AA4726
 AA4726  HORZ ORDER  -  FIRST
 AA4726  VERT ORDER  -  THIRD
 AA4726  ELLP ORDER  -  FOURTH    CLASS I
 AA4726
 AA4726.The horizontal coordinates were established by GPS observations
 AA4726.and adjusted by the National Geodetic Survey in April 1995..
 AA4726
 AA4726.The orthometric height was determined by differential leveling
 AA4726.and adjusted by the National Geodetic Survey in April 1998..
 AA4726
 AA4726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4726
 AA4726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4726
 AA4726.The ellipsoidal height was determined by GPS observations
 AA4726.and is referenced to NAD 83.
 AA4726
 AA4726.The geoid height was determined by GEOID03.
 AA4726
 AA4726.The dynamic height is computed by dividing the NAVD 88
 AA4726.geopotential number by the normal gravity value computed on the
 AA4726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4726.degrees latitude (g = 980.6199 gals.).
 AA4726
 AA4726.The modeled gravity was interpolated from observed gravity values.
 AA4726
 AA4726;                    North         East     Units Scale Factor Converg.
 AA4726;SPC AL E     -   206,165.801   151,623.305   MT  0.99998885   -0 16 30.4
 AA4726;UTM  16      - 3,580,354.203   561,408.618   MT  0.99964650   +0 20 57.6
 AA4726
 AA4726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4726!SPC AL E     -   0.99999617  x   0.99998885  =   0.99998502
 AA4726!UTM  16      -   0.99999617  x   0.99964650  =   0.99964267
 AA4726
 AA4726                          SUPERSEDED SURVEY CONTROL
 AA4726
 AA4726  ELLIP H (10/22/97)   24.46   (m)                       GP(       ) 4 1
 AA4726  ELLIP H (04/13/95)   -3.80   (m)                       GP(       ) 4 1
 AA4726  NGVD 29 (04/13/95)   52.3    (m)          172.     (f) GPS OBS        
 AA4726
 AA4726.Superseded values are not recommended for survey control.
 AA4726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4726.See file dsdata.txt to determine how the superseded data were derived.
 AA4726
 AA4726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6140980354(NAD 83)
 AA4726_MARKER: DD = SURVEY DISK
 AA4726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4726_SP_SET: CONCRETE POST
 AA4726_STAMPING: STA. 5198 1994
 AA4726_MARK LOGO: AL-101
 AA4726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4726+STABILITY: SURFACE MOTION
 AA4726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4726+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4726
 AA4726  HISTORY     - Date     Condition        Report By
 AA4726  HISTORY     - 1994     MONUMENTED       CH2M
 AA4726  HISTORY     - 19940226 GOOD             MSI
 AA4726
 AA4726                          STATION DESCRIPTION
 AA4726
 AA4726'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4726'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4726'SOUTH QUADRANGLE, SECTION 22, T16N, R17E.  THE STATION IS LOCATED
 AA4726'APPROXIMATELY 1 MI (1.6 KM) NORTH OF MOBILE HIGHWAY ON THE WEST SIDE
 AA4726'OF AIRBASE BOULEVARD NEXT TO PEPSI-COLA BOTTLING. THE STATION IS A
 AA4726'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5198 1994, AND SET IN THE
 AA4726'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4726'GROUND.  THE DISK IS LOCATED APPROXIMATELY 25-30 FT FROM THE AIRBASE
 AA4726'BOULEVARD BACK OF CURB, 46.05 FT (14.04 M) 328 DEGREES FROM A POWER
 AA4726'POLE, 41.14 FT (12.54 M) 176 DEGREES FROM A STORM GRATE, 39.2 FT (11.9
 AA4726'M) 41 DEGREES FROM A POWER POLE.
 AA4726
 AA4726                          STATION RECOVERY (1994)
 AA4726
 AA4726'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4726'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1468 ***********************************************************************
 BU1468  DESIGNATION -  52
 BU1468  PID         -  BU1468
 BU1468  STATE/COUNTY-  AL/ESCAMBIA
 BU1468  USGS QUAD   -  FREEMANVILLE (1983)
 BU1468
 BU1468                         *CURRENT SURVEY CONTROL
 BU1468  ___________________________________________________________________
 BU1468* NAD 83(1986)-  31 00 56.     (N)    087 33 16.     (W)     SCALED    
 BU1468* NAVD 88     -        81.775  (meters)     268.29   (feet)  ADJUSTED  
 BU1468  ___________________________________________________________________
 BU1468  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BU1468  DYNAMIC HT  -          81.670 (meters)     267.95  (feet)  COMP
 BU1468  MODELED GRAV-     979,360.5   (mgal)                       NAVD 88
 BU1468
 BU1468  VERT ORDER  -  FIRST     CLASS II
 BU1468
 BU1468.The horizontal coordinates were scaled from a topographic map and have
 BU1468.an estimated accuracy of +/- 6 seconds.
 BU1468
 BU1468.The orthometric height was determined by differential leveling
 BU1468.and adjusted by the National Geodetic Survey in June 1991..
 BU1468
 BU1468.The geoid height was determined by GEOID03.
 BU1468
 BU1468.The dynamic height is computed by dividing the NAVD 88
 BU1468.geopotential number by the normal gravity value computed on the
 BU1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1468.degrees latitude (g = 980.6199 gals.).
 BU1468
 BU1468.The modeled gravity was interpolated from observed gravity values.
 BU1468
 BU1468;                    North         East    Units  Estimated Accuracy
 BU1468;SPC AL W     -   112,580.      594,800.      MT  (+/- 180 meters Scaled)
 BU1468
 BU1468                          SUPERSEDED SURVEY CONTROL
 BU1468
 BU1468  NGVD 29 (??/??/92)   81.743  (m)          268.19   (f) ADJ UNCH    1 2
 BU1468
 BU1468.Superseded values are not recommended for survey control.
 BU1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1468.See file dsdata.txt to determine how the superseded data were derived.
 BU1468
 BU1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV470314(NAD 83)
 BU1468_MARKER: DD = SURVEY DISK
 BU1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1468_STAMPING: 52
 BU1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1468+STABILITY: SURFACE MOTION
 BU1468
 BU1468  HISTORY     - Date     Condition        Report By
 BU1468  HISTORY     - UNK      MONUMENTED       ALGS
 BU1468  HISTORY     - 1955     GOOD             NGS
 BU1468  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU1468
 BU1468                          STATION DESCRIPTION
 BU1468
 BU1468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1468'3.75 MI W FROM ATMORE.
 BU1468'3.75 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU1468'STATION AT ATMORE, ABOUT 0.3 MILE SOUTHWEST OF MILE POST 625, ABOUT 88
 BU1468'YARDS NORTHEAST OF A 4-FOOT CONCRETE CULVERT UNDER TRACK, ABOUT 140
 BU1468'YARDS SOUTHWEST OF A 3-FOOT CONCRETE CULVERT UNDER TRACK, ON THE TOP
 BU1468'AND NEAR THE CENTER  OF A 5-FOOT CUT ON U.S. HIGHWAY 31, 29 1/2 FEET
 BU1468'SOUTHEAST OF SOUTHEAST RAIL, 49 FEET NORTHWEST OF CENTER LINE OF
 BU1468'HIGHWAY, ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY, ABOUT 2 1/2 FEET ABOVE
 BU1468'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8
 BU1468'INCHES.
 BU1468
 BU1468                          STATION RECOVERY (1976)
 BU1468
 BU1468'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU1468'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0708 ***********************************************************************
 EF0708  DESIGNATION -  52
 EF0708  PID         -  EF0708
 EF0708  STATE/COUNTY-  AL/LIMESTONE
 EF0708  USGS QUAD   -  DECATUR (1982)
 EF0708
 EF0708                         *CURRENT SURVEY CONTROL
 EF0708  ___________________________________________________________________
 EF0708* NAD 83(1986)-  34 34 42.     (N)    086 53 18.     (W)     SCALED    
 EF0708* NAVD 88     -       170.659  (meters)     559.90   (feet)  ADJUSTED  
 EF0708  ___________________________________________________________________
 EF0708  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 EF0708  DYNAMIC HT  -         170.492 (meters)     559.36  (feet)  COMP
 EF0708  MODELED GRAV-     979,651.5   (mgal)                       NAVD 88
 EF0708
 EF0708  VERT ORDER  -  FIRST     CLASS II
 EF0708
 EF0708.The horizontal coordinates were scaled from a topographic map and have
 EF0708.an estimated accuracy of +/- 6 seconds.
 EF0708
 EF0708.The orthometric height was determined by differential leveling
 EF0708.and adjusted by the National Geodetic Survey in June 1991..
 EF0708
 EF0708.The geoid height was determined by GEOID03.
 EF0708
 EF0708.The dynamic height is computed by dividing the NAVD 88
 EF0708.geopotential number by the normal gravity value computed on the
 EF0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0708.degrees latitude (g = 980.6199 gals.).
 EF0708
 EF0708.The modeled gravity was interpolated from observed gravity values.
 EF0708
 EF0708;                    North         East    Units  Estimated Accuracy
 EF0708;SPC AL W     -   507,840.      656,120.      MT  (+/- 180 meters Scaled)
 EF0708
 EF0708                          SUPERSEDED SURVEY CONTROL
 EF0708
 EF0708  NGVD 29 (??/??/92)  170.620  (m)          559.78   (f) ADJ UNCH    1 2
 EF0708
 EF0708.Superseded values are not recommended for survey control.
 EF0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0708.See file dsdata.txt to determine how the superseded data were derived.
 EF0708
 EF0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED102262(NAD 83)
 EF0708_MARKER: DD = SURVEY DISK
 EF0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0708+STABILITY: SURFACE MOTION
 EF0708
 EF0708  HISTORY     - Date     Condition        Report By
 EF0708  HISTORY     - UNK      MONUMENTED       USE
 EF0708  HISTORY     - 1933     GOOD             NGS
 EF0708  HISTORY     - 1951     MARK NOT FOUND   TVA
 EF0708
 EF0708                          STATION DESCRIPTION
 EF0708
 EF0708'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0708'5.5 MI SE FROM DECATUR.
 EF0708'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 153 1/2,
 EF0708'AT MOUTH OF LIMESTONE CREEK.  APPROX 250 FEET DOWNSTREAM FROM MOUTH OF
 EF0708'CREEK.  80 FEET WEST OF BLAZED ELM TREE ON FENCE LINE AND 10 FEET EAST
 EF0708'OF CORNER OF GARDEN.
 EF0708
 EF0708                          STATION RECOVERY (1951)
 EF0708
 EF0708'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1951
 EF0708'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1743 ***********************************************************************
 EF1743  DESIGNATION -  52 1
 EF1743  PID         -  EF1743
 EF1743  STATE/COUNTY-  AL/MORGAN
 EF1743  USGS QUAD   -  CENTER GROVE (1982)
 EF1743
 EF1743                         *CURRENT SURVEY CONTROL
 EF1743  ___________________________________________________________________
 EF1743* NAD 83(1992)-  34 23 59.29906(N)    086 41 12.15589(W)     ADJUSTED  
 EF1743* NAVD 88     -       180.7    (meters)     593.     (feet)  VERTCON   
 EF1743  ___________________________________________________________________
 EF1743  X           -     304,493.573 (meters)                     COMP
 EF1743  Y           -  -5,259,649.799 (meters)                     COMP
 EF1743  Z           -   3,583,212.586 (meters)                     COMP
 EF1743  LAPLACE CORR-          -4.09  (seconds)                    DEFLEC99
 EF1743  ELLIP HEIGHT-         152.26  (meters)          (07/29/02) GPS OBS
 EF1743  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EF1743
 EF1743  HORZ ORDER  -  FIRST
 EF1743  ELLP ORDER  -  FOURTH    CLASS I
 EF1743
 EF1743.The horizontal coordinates were established by GPS observations
 EF1743.and adjusted by the National Geodetic Survey in December 1992..
 EF1743
 EF1743.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1743.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1743
 EF1743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1743
 EF1743.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1743
 EF1743.The ellipsoidal height was determined by GPS observations
 EF1743.and is referenced to NAD 83.
 EF1743
 EF1743.The geoid height was determined by GEOID03.
 EF1743
 EF1743;                    North         East     Units Scale Factor Converg.
 EF1743;SPC AL W     -   488,164.171   674,777.719   MT  1.00000223   +0 27 34.2
 EF1743;UTM  16      - 3,806,531.519   528,795.459   MT  0.99961022   +0 10 37.2
 EF1743
 EF1743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1743!SPC AL W     -   0.99997610  x   1.00000223  =   0.99997833
 EF1743!UTM  16      -   0.99997610  x   0.99961022  =   0.99958633
 EF1743
 EF1743|---------------------------------------------------------------------|
 EF1743| PID    Reference Object                     Distance      Geod. Az  |
 EF1743|                                                           dddmmss.s |
 EF1743| EF1744 52 2                                326.996 METERS 01713     |
 EF1743|---------------------------------------------------------------------|
 EF1743
 EF1743                          SUPERSEDED SURVEY CONTROL
 EF1743
 EF1743  ELLIP H (12/04/92)  152.32   (m)                       GP(       ) 4 1
 EF1743  NAD 83(1992)-  34 23 59.30595(N)    086 41 12.14694(W) AD(       ) 1
 EF1743  NGVD 29 (12/04/92)  180.7    (m)          593.     (f) GPS OBS        
 EF1743
 EF1743.Superseded values are not recommended for survey control.
 EF1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1743.See file dsdata.txt to determine how the superseded data were derived.
 EF1743
 EF1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2879506532(NAD 83)
 EF1743_MARKER: DD = SURVEY DISK
 EF1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1743_SP_SET: CONCRETE POST
 EF1743_STAMPING: 52 - 1 1990
 EF1743_MARK LOGO: ALHD  
 EF1743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1743+STABILITY: SURFACE MOTION
 EF1743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1743+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1991
 EF1743
 EF1743  HISTORY     - Date     Condition        Report By
 EF1743  HISTORY     - 1990     MONUMENTED       ALHD
 EF1743  HISTORY     - 19910201 GOOD
 EF1743
 EF1743                          STATION DESCRIPTION
 EF1743
 EF1743'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1743'THE STATION IS LOCATED IN MORGAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1743'BLUE SPRINGS ROAD, ABOUT 9.98 KM (6.20 MI) NORTHEAST OF EVA AND ABOUT
 EF1743'13.04 KM (8.10 MI) SOUTHEAST OF SOMERVILLE.
 EF1743'TO REACH THE STATION FROM THE JUNCTION OF ALA 67 AND MORGAN COUNTY
 EF1743'ROAD NO. 73, MILE POST 20.45 ON ALA 67, IN FLORETTE, DRIVE SOUTHEAST
 EF1743'ON ALA 67 2.74 KM (1.70 MI) TO MILE POST 18.75 AND BLUE SPRINGS ROAD
 EF1743'ON THE RIGHT, TURN SHARP RIGHT ON BLUE SPRINGS ROAD AND DRIVE WEST
 EF1743'0.48 KM (0.30 MI) TO THE STATION ON THE LEFT.
 EF1743'THE STATION IS 1.01 M (3.31 FT) EAST - SOUTHEAST OF THE NORTHEAST
 EF1743'CORNER OF A FIVE STRAND BARBED WIRE FENCE, 5.49 M (18.01 FT) SOUTH -
 EF1743'SOUTHWEST OF THE CENTER OF BLUE SPRINGS ROAD, 5.70 M (18.70 FT) WEST
 EF1743'- NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. F77 S 31, 12.95 M
 EF1743'(42.49 FT) SOUTH OF THE SOUTHEAST CORNER OF A FIVE STRAND BARBED WIRE
 EF1743'FENCE AT A GATE POST ACROSS BLUE SPRINGS ROAD, 13.11 M (43.01 FT)
 EF1743'WEST - NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 24.29 M
 EF1743'(79.69 FT) NORTHWEST OF A TRANSFORMER POWER POLE, 0.88 M (2.89 FT)
 EF1743'EAST - SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1743'GROUND.
 EF1743'STATION 52 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1743'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 EF1743'MR. HARVEY BOWLING
 EF1743'ROUTE 2, BOX 174 A
 EF1743'SOMERVILLE, ALABAMA 35670
 EF1743'PHONE 205 - 778 - 8762.
 EF1743
 EF1743                          STATION RECOVERY (1991)
 EF1743
 EF1743'RECOVERED 1991
 EF1743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3098 ***********************************************************************
 AA3098  DESIGNATION -  52 10
 AA3098  PID         -  AA3098
 AA3098  STATE/COUNTY-  AL/MORGAN
 AA3098  USGS QUAD   -  NEWSOME SINKS (1973)
 AA3098
 AA3098                         *CURRENT SURVEY CONTROL
 AA3098  ___________________________________________________________________
 AA3098* NAD 83(1992)-  34 27 05.85981(N)    086 36 53.78951(W)     ADJUSTED  
 AA3098* NAVD 88     -       344.6    (meters)    1131.     (feet)  VERTCON   
 AA3098  ___________________________________________________________________
 AA3098  X           -     310,897.615 (meters)                     COMP
 AA3098  Y           -  -5,256,154.658 (meters)                     COMP
 AA3098  Z           -   3,588,047.140 (meters)                     COMP
 AA3098  LAPLACE CORR-          -3.21  (seconds)                    DEFLEC99
 AA3098  ELLIP HEIGHT-         315.94  (meters)          (07/29/02) GPS OBS
 AA3098  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AA3098
 AA3098  HORZ ORDER  -  FIRST
 AA3098  ELLP ORDER  -  FOURTH    CLASS I
 AA3098
 AA3098.The horizontal coordinates were established by GPS observations
 AA3098.and adjusted by the National Geodetic Survey in March 1995..
 AA3098
 AA3098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3098
 AA3098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3098
 AA3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3098
 AA3098.The ellipsoidal height was determined by GPS observations
 AA3098.and is referenced to NAD 83.
 AA3098
 AA3098.The geoid height was determined by GEOID03.
 AA3098
 AA3098;                    North         East     Units Scale Factor Converg.
 AA3098;SPC AL W     -   493,967.963   681,326.426   MT  1.00001483   +0 30 02.6
 AA3098;UTM  16      - 3,812,300.646   535,370.119   MT  0.99961542   +0 13 04.2
 AA3098
 AA3098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3098!SPC AL W     -   0.99995041  x   1.00001483  =   0.99996524
 AA3098!UTM  16      -   0.99995041  x   0.99961542  =   0.99956585
 AA3098
 AA3098:                Primary Azimuth Mark                     Grid Az
 AA3098:SPC AL W     -  52 11                                    358 33 48.7
 AA3098:UTM  16      -  52 11                                    358 50 47.1
 AA3098
 AA3098|---------------------------------------------------------------------|
 AA3098| PID    Reference Object                     Distance      Geod. Az  |
 AA3098|                                                           dddmmss.s |
 AA3098| AA3099 52 11                               411.491 METERS 3590351.3 |
 AA3098|---------------------------------------------------------------------|
 AA3098
 AA3098                          SUPERSEDED SURVEY CONTROL
 AA3098
 AA3098  ELLIP H (03/30/95)  316.01   (m)                       GP(       ) 4 2
 AA3098  NGVD 29 (03/30/95)  344.6    (m)         1131.     (f) GPS OBS        
 AA3098
 AA3098.Superseded values are not recommended for survey control.
 AA3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3098.See file dsdata.txt to determine how the superseded data were derived.
 AA3098
 AA3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3537012301(NAD 83)
 AA3098_MARKER: DD = SURVEY DISK
 AA3098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3098_SP_SET: CONCRETE POST
 AA3098_STAMPING: 52-10 1993
 AA3098_MARK LOGO: ALHD  
 AA3098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3098+STABILITY: SURFACE MOTION
 AA3098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3098+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2000
 AA3098
 AA3098  HISTORY     - Date     Condition        Report By
 AA3098  HISTORY     - 1993     MONUMENTED       ALHD
 AA3098  HISTORY     - 20000808 GOOD             NASA
 AA3098
 AA3098                          STATION DESCRIPTION
 AA3098
 AA3098'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3098'THE STATION IS LOCATED IN MORGAN COUNTY ON THE EAST RIGHT OF WAY OF A
 AA3098'PAVED COUNTY ROAD, ABOUT 2.85 MI (4.59 KM) SOUTHWEST OF MORGAN CITY
 AA3098'AND ABOUT 5.80 MI (9.33 KM) NORTHEAST OF FLORETTE. TO REACH THE
 AA3098'STATION FROM THE JUNCTION OF U.S. 231 AND ALA 36 (MILE POST 304.25 ON
 AA3098'U.S. 231 AND MILE POST 44.55 ON ALA 36) ABOUT 0.7 MI (1.1 KM)
 AA3098'NORTHEAST OF LACEYS SPRING, DRIVE SOUTH ON U.S. 231 FOR 2.60 MI (4.18
 AA3098'KM) TO MILE POST 301.65 AND MORGAN COUNTY ROAD NO. 296 LEFT AND RIGHT,
 AA3098'TURN RIGHT ON MARGAN COUNTY ROAD NO. 296 AND DRIVE SOUTHWEST AND SOUTH
 AA3098'FOR 1.15 MI (1.85 KM) TO A Y-INTERSECTION AT HIGHLAND BAPTIST CHURCH,
 AA3098'BEAR RIGHT ON THE MAIN ROAD AND DRIVE WEST AND SOUTHWEST FOR 1.35 MI
 AA3098'(2.17 KM) TO A PAVED CROSS ROAD AT UNION HILL HIGH SCHOOL, CONTINUE
 AA3098'SOUTH FOR 1.65 MI (2.66 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA3098'2.0 FT (0.6 M) WEST OF A FOUR STRAND BARBED WIRE FENCE ON OLD WOOD
 AA3098'POSTS, 36.7 FT (11.2 M) EAST OF THE CENTERLINE OF A PAVED COUNTY ROAD,
 AA3098'49.5 FT (15.1 M) SOUTH-SOUTHEAST OF THE EAST END OF A TWENTY FOUR-INCH
 AA3098'CORREGATED METAL PIPE UNDER THE PAVED COUNTY ROAD, 58.3 FT (17.8 M)
 AA3098'NORTH OF THE SOUTHWEST CORNER OF THE BARBED WIRE FENCE AND A WHITE
 AA3098'BOARD FENCE, 2.6 FT (0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA3098'FLUSH WITH THE GROUND. STATION 52-11 1993 MAY BE USED AS AN AZIMUTH
 AA3098'FOR THIS STATION.
 AA3098
 AA3098                          STATION RECOVERY (2000)
 AA3098
 AA3098'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (BQK)
 AA3098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3099 ***********************************************************************
 AA3099  DESIGNATION -  52 11
 AA3099  PID         -  AA3099
 AA3099  STATE/COUNTY-  AL/MORGAN
 AA3099  USGS QUAD   -  NEWSOME SINKS (1973)
 AA3099
 AA3099                         *CURRENT SURVEY CONTROL
 AA3099  ___________________________________________________________________
 AA3099* NAD 83(1992)-  34 27 19.21204(N)    086 36 54.05279(W)     ADJUSTED  
 AA3099* NAVD 88     -       353.1    (meters)    1158.     (feet)  VERTCON   
 AA3099  ___________________________________________________________________
 AA3099  X           -     310,877.574 (meters)                     COMP
 AA3099  Y           -  -5,255,929.657 (meters)                     COMP
 AA3099  Z           -   3,588,391.213 (meters)                     COMP
 AA3099  LAPLACE CORR-          -3.23  (seconds)                    DEFLEC99
 AA3099  ELLIP HEIGHT-         324.41  (meters)          (07/29/02) GPS OBS
 AA3099  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AA3099
 AA3099  HORZ ORDER  -  FIRST
 AA3099  ELLP ORDER  -  FOURTH    CLASS I
 AA3099
 AA3099.The horizontal coordinates were established by GPS observations
 AA3099.and adjusted by the National Geodetic Survey in March 1995..
 AA3099
 AA3099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3099
 AA3099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3099
 AA3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3099
 AA3099.The ellipsoidal height was determined by GPS observations
 AA3099.and is referenced to NAD 83.
 AA3099
 AA3099.The geoid height was determined by GEOID03.
 AA3099
 AA3099;                    North         East     Units Scale Factor Converg.
 AA3099;SPC AL W     -   494,379.331   681,316.110   MT  1.00001481   +0 30 02.6
 AA3099;UTM  16      - 3,812,711.896   535,361.838   MT  0.99961541   +0 13 04.1
 AA3099
 AA3099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3099!SPC AL W     -   0.99994908  x   1.00001481  =   0.99996389
 AA3099!UTM  16      -   0.99994908  x   0.99961541  =   0.99956451
 AA3099
 AA3099:                Primary Azimuth Mark                     Grid Az
 AA3099:SPC AL W     -  52 10                                    178 33 48.6
 AA3099:UTM  16      -  52 10                                    178 50 47.1
 AA3099
 AA3099|---------------------------------------------------------------------|
 AA3099| PID    Reference Object                     Distance      Geod. Az  |
 AA3099|                                                           dddmmss.s |
 AA3099| AA3098 52 10                               411.491 METERS 1790351.2 |
 AA3099|---------------------------------------------------------------------|
 AA3099
 AA3099                          SUPERSEDED SURVEY CONTROL
 AA3099
 AA3099  ELLIP H (03/30/95)  324.48   (m)                       GP(       ) 4 2
 AA3099  NGVD 29 (03/30/95)  353.0    (m)         1158.     (f) GPS OBS        
 AA3099
 AA3099.Superseded values are not recommended for survey control.
 AA3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3099.See file dsdata.txt to determine how the superseded data were derived.
 AA3099
 AA3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3536212712(NAD 83)
 AA3099_MARKER: DD = SURVEY DISK
 AA3099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3099_SP_SET: CONCRETE POST
 AA3099_STAMPING: 52-11 1993
 AA3099_MARK LOGO: ALHD  
 AA3099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3099+STABILITY: SURFACE MOTION
 AA3099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3099+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3099
 AA3099  HISTORY     - Date     Condition        Report By
 AA3099  HISTORY     - 1993     MONUMENTED       ALHD
 AA3099  HISTORY     - 20000808 POOR             NASA
 AA3099
 AA3099                          STATION DESCRIPTION
 AA3099
 AA3099'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3099'THE STATION IS LOCATED IN MORGAN COUNTY ON THE WEST RIGHT OF WAY OF A
 AA3099'PAVED COUNTY ROAD, ABOUT 2.85 MI (4.59 KM) SOUTHWEST OF MORGAN CITY
 AA3099'AND ABOUT 5.80 MI (9.33 KM) NORTHEAST OF FLORETTE. TO REACH THE
 AA3099'STATION FROM THE JUNCTION OF U.S. 231 AND ALA 36 (MILE POST 304.25 ON
 AA3099'U.S. 231 AND MILE POST 44.55 ON ALA 36) ABOUT 0.7 MI (1.1 KM)
 AA3099'NORTHEAST OF LACEYS SPRING, DRIVE SOUTH ON U.S. 231 FOR 2.60 MI (4.18
 AA3099'KM) TO MILE POST 301.65 AND MORGAN COUNTY ROAD NO. 296 LEFT AND RIGHT,
 AA3099'TURN RIGHT ON MARGAN COUNTY ROAD NO. 296 AND DRIVE SOUTHWEST AND SOUTH
 AA3099'FOR 1.15 MI (1.85 KM) TO A Y-INTERSECTION AT HIGHLAND BAPTIST CHURCH,
 AA3099'BEAR RIGHT ON THE MAIN ROAD AND DRIVE WEST AND SOUTHWEST FOR 1.35 MI
 AA3099'(2.17 KM) TO A PAVED CROSS ROAD AT UNION HILL HIGH SCHOOL, CONTINUE
 AA3099'SOUTH FOR 1.40 MI (2.25 KM) TO THE STATION ON THE RIGHT. THE STATION
 AA3099'IS 28.4 FT (8.7 M) WEST OF THE CENTERLINE OF A PAVED COUNTY ROAD, 53.5
 AA3099'FT (16.3 M) WEST-NORTHWEST OF THE NORTH END OF A TWELVE-INCH
 AA3099'CORREGATED METAL PIPE UNDER A FIELD ROAD ACROSS THE ROAD, 61.3 FT
 AA3099'(18.7 M) NORTH-NORTHEAST OF AN ANGLE CABLE POLE WITH TWO GUY WIRES,
 AA3099'63.6 FT (19.4 M) NORTHWEST OF THE SOUTH END OF A TWELVE-INCH
 AA3099'CORREGATED METAL PIPE UNDER A FIELD ROAD ACROSS THE ROAD, 2.2 FT (0.7
 AA3099'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA3099'STATION 52-10 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3099
 AA3099                          STATION RECOVERY (2000)
 AA3099
 AA3099'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (BQK)
 AA3099'MONUMENT IS OK, BUT SOIL IS ERODING OUT AROUND THE MONUMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3100 ***********************************************************************
 AA3100  DESIGNATION -  52 12
 AA3100  PID         -  AA3100
 AA3100  STATE/COUNTY-  AL/MORGAN
 AA3100  USGS QUAD   -  HULACO (1976)
 AA3100
 AA3100                         *CURRENT SURVEY CONTROL
 AA3100  ___________________________________________________________________
 AA3100* NAD 83(1992)-  34 19 08.60090(N)    086 36 06.96129(W)     ADJUSTED  
 AA3100* NAVD 88     -       316.2    (meters)    1037.     (feet)  VERTCON   
 AA3100  ___________________________________________________________________
 AA3100  X           -     312,581.826 (meters)                     COMP
 AA3100  Y           -  -5,264,351.709 (meters)                     COMP
 AA3100  Z           -   3,575,894.190 (meters)                     COMP
 AA3100  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 AA3100  ELLIP HEIGHT-         287.55  (meters)          (07/29/02) GPS OBS
 AA3100  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AA3100
 AA3100  HORZ ORDER  -  FIRST
 AA3100  ELLP ORDER  -  FOURTH    CLASS I
 AA3100
 AA3100.The horizontal coordinates were established by GPS observations
 AA3100.and adjusted by the National Geodetic Survey in March 1995..
 AA3100
 AA3100.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3100
 AA3100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3100
 AA3100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3100
 AA3100.The ellipsoidal height was determined by GPS observations
 AA3100.and is referenced to NAD 83.
 AA3100
 AA3100.The geoid height was determined by GEOID03.
 AA3100
 AA3100;                    North         East     Units Scale Factor Converg.
 AA3100;SPC AL W     -   479,272.688   682,651.916   MT  1.00001751   +0 30 22.9
 AA3100;UTM  16      - 3,797,604.900   536,622.661   MT  0.99961653   +0 13 28.0
 AA3100
 AA3100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3100!SPC AL W     -   0.99995486  x   1.00001751  =   0.99997237
 AA3100!UTM  16      -   0.99995486  x   0.99961653  =   0.99957141
 AA3100
 AA3100                          SUPERSEDED SURVEY CONTROL
 AA3100
 AA3100  ELLIP H (03/30/95)  287.63   (m)                       GP(       ) 4 2
 AA3100  NGVD 29 (03/30/95)  316.2    (m)         1037.     (f) GPS OBS        
 AA3100
 AA3100.Superseded values are not recommended for survey control.
 AA3100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3100.See file dsdata.txt to determine how the superseded data were derived.
 AA3100
 AA3100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3662397605(NAD 83)
 AA3100_MARKER: DD = SURVEY DISK
 AA3100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3100_SP_SET: CONCRETE POST
 AA3100_STAMPING: 52-12 1993
 AA3100_MARK LOGO: ALHD  
 AA3100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3100+STABILITY: SURFACE MOTION
 AA3100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3100+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3100
 AA3100  HISTORY     - Date     Condition        Report By
 AA3100  HISTORY     - 1993     MONUMENTED       ALHD
 AA3100
 AA3100                          STATION DESCRIPTION
 AA3100
 AA3100'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3100'THE STATION IS LOCATED IN MORGAN COUNTY ON THE WEST RIGHT OF WAY OF
 AA3100'ALA 67, ABOUT 2.15 MI (3.46 KM) SOUTH-SOUTHEAST OF RYAN CROSSROADS AND
 AA3100'ABOUT 8.95 MI (14.40 KM) EAST OF EVA. TO REACH THE STATION FROM THE
 AA3100'JUNCTION OF ALA 36 AND ALA 67 (MILE POST 24.10 ON ALA 67 AND MILE POST
 AA3100'31.90 ON ALA 36) ABOUT 10.8 MI (17.4 KM) EAST OF HARTSELLE, DRIVE
 AA3100'SOUTHEAST ON ALA 67 FOR 12.65 MI (20.36 KM) TO MILE POST 11.45 AND THE
 AA3100'STATION ON THE RIGHT. THE STATION IS 50.4 FT (15.4 M) WEST-SOUTHWEST
 AA3100'OF THE CENTERLINE OF ALA 67, 74.8 FT (22.8 M) SOUTH-SOUTHEAST OF A
 AA3100'CABLE POLE, 90.8 FT (27.7 M) NORTH-NORTHWEST OF A CABLE POLE, 102.0 FT
 AA3100'(31.1 M) WEST-SOUTHWEST OF THE SOUTH END OF A BOARD FENCE ACROSS THE
 AA3100'ROAD, 2.3 FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA3100'FLUSH WITH THE GROUND. STATION 52-13 1993 MAY BE USED AS AN AZIMUTH
 AA3100'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3101 ***********************************************************************
 AA3101  DESIGNATION -  52 13
 AA3101  PID         -  AA3101
 AA3101  STATE/COUNTY-  AL/MORGAN
 AA3101  USGS QUAD   -  HULACO (1976)
 AA3101
 AA3101                         *CURRENT SURVEY CONTROL
 AA3101  ___________________________________________________________________
 AA3101* NAD 83(1992)-  34 19 28.69192(N)    086 36 13.31361(W)     ADJUSTED  
 AA3101* NAVD 88     -       314.8    (meters)    1033.     (feet)  VERTCON   
 AA3101  ___________________________________________________________________
 AA3101  X           -     312,398.951 (meters)                     COMP
 AA3101  Y           -  -5,264,011.709 (meters)                     COMP
 AA3101  Z           -   3,576,404.700 (meters)                     COMP
 AA3101  LAPLACE CORR-          -3.05  (seconds)                    DEFLEC99
 AA3101  ELLIP HEIGHT-         286.14  (meters)          (07/29/02) GPS OBS
 AA3101  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AA3101
 AA3101  HORZ ORDER  -  FIRST
 AA3101  ELLP ORDER  -  FOURTH    CLASS I
 AA3101
 AA3101.The horizontal coordinates were established by GPS observations
 AA3101.and adjusted by the National Geodetic Survey in March 1995..
 AA3101
 AA3101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3101
 AA3101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3101
 AA3101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3101
 AA3101.The ellipsoidal height was determined by GPS observations
 AA3101.and is referenced to NAD 83.
 AA3101
 AA3101.The geoid height was determined by GEOID03.
 AA3101
 AA3101;                    North         East     Units Scale Factor Converg.
 AA3101;SPC AL W     -   479,890.313   682,484.055   MT  1.00001717   +0 30 19.6
 AA3101;UTM  16      - 3,798,223.096   536,457.907   MT  0.99961638   +0 13 24.5
 AA3101
 AA3101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3101!SPC AL W     -   0.99995508  x   1.00001717  =   0.99997225
 AA3101!UTM  16      -   0.99995508  x   0.99961638  =   0.99957148
 AA3101
 AA3101                          SUPERSEDED SURVEY CONTROL
 AA3101
 AA3101  ELLIP H (03/30/95)  286.21   (m)                       GP(       ) 4 2
 AA3101  NGVD 29 (03/30/95)  314.7    (m)         1032.     (f) GPS OBS        
 AA3101
 AA3101.Superseded values are not recommended for survey control.
 AA3101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3101.See file dsdata.txt to determine how the superseded data were derived.
 AA3101
 AA3101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3645898223(NAD 83)
 AA3101_MARKER: DD = SURVEY DISK
 AA3101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3101_SP_SET: CONCRETE POST
 AA3101_STAMPING: 52-13 1993
 AA3101_MARK LOGO: ALHD  
 AA3101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3101+STABILITY: SURFACE MOTION
 AA3101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3101+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3101
 AA3101  HISTORY     - Date     Condition        Report By
 AA3101  HISTORY     - 1993     MONUMENTED       ALHD
 AA3101
 AA3101                          STATION DESCRIPTION
 AA3101
 AA3101'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3101'THE STATION IS LOCATED IN MORGAN COUNTY ON THE EAST RIGHT OF WAY OF
 AA3101'ALA 67, ABOUT 1.70 MI (2.74 KM) SOUTH-SOUTHEAST OF RYAN CROSSROADS AND
 AA3101'ABOUT 8.85 MI (14.24 KM) EAST OF EVA. TO REACH THE STATION FROM THE
 AA3101'JUNCTION OF ALA 36 AND ALA 67 (MILE POST 24.10 ON ALA 67 AND MILE POST
 AA3101'31.90 ON ALA 36) ABOUT 10.8 MI (17.4 KM) EAST OF HARTSELLE, DRIVE
 AA3101'SOUTHEAST ON ALA 67 FOR 12.25 MI (19.71 KM) TO MILE POST 11.85 AND THE
 AA3101'STATION ON THE LEFT. THE STATION IS 47.0 FT (14.3 M) EAST-NORTHEAST OF
 AA3101'THE CENTERLINE OF ALA 67, 86.0 FT (26.2 M) NORTH OF A STOP SIGN, 95.6
 AA3101'FT (29.1 M) NORTH-NORTHWEST OF THE CENTER OF A PAVED COUNTY ROAD,
 AA3101'115.6 FT (35.2 M) NORTHWEST OF THE NORTHWEST CORNER OF A WHITE THREE
 AA3101'BOARD FENCE ACROSS THE PAVED COUNTY ROAD, 178.9 FT (54.5 M)
 AA3101'SOUTH-SOUTHWEST OF A POWER POLE WITH ONE GUY WIRE IN A FIELD, 210.0 FT
 AA3101'(64.0 M) SOUTH-SOUTHEAST OF A FENCE CORNER, 3.0 FT (0.9 M) SOUTHWEST
 AA3101'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA3101'52-12 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3102 ***********************************************************************
 AA3102  DESIGNATION -  52 14
 AA3102  PID         -  AA3102
 AA3102  STATE/COUNTY-  AL/MORGAN
 AA3102  USGS QUAD   -  EVA (1975)
 AA3102
 AA3102                         *CURRENT SURVEY CONTROL
 AA3102  ___________________________________________________________________
 AA3102* NAD 83(1992)-  34 20 50.46029(N)    086 46 28.31803(W)     ADJUSTED  
 AA3102* NAVD 88     -       335.8    (meters)    1102.     (feet)  VERTCON   
 AA3102  ___________________________________________________________________
 AA3102  X           -     296,623.303 (meters)                     COMP
 AA3102  Y           -  -5,263,518.445 (meters)                     COMP
 AA3102  Z           -   3,578,497.385 (meters)                     COMP
 AA3102  LAPLACE CORR-          -3.95  (seconds)                    DEFLEC99
 AA3102  ELLIP HEIGHT-         307.54  (meters)          (07/29/02) GPS OBS
 AA3102  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AA3102
 AA3102  HORZ ORDER  -  FIRST
 AA3102  ELLP ORDER  -  FOURTH    CLASS I
 AA3102
 AA3102.The horizontal coordinates were established by GPS observations
 AA3102.and adjusted by the National Geodetic Survey in March 1995..
 AA3102
 AA3102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3102
 AA3102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3102
 AA3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3102
 AA3102.The ellipsoidal height was determined by GPS observations
 AA3102.and is referenced to NAD 83.
 AA3102
 AA3102.The geoid height was determined by GEOID03.
 AA3102
 AA3102;                    North         East     Units Scale Factor Converg.
 AA3102;SPC AL W     -   482,284.311   666,744.306   MT  0.99998823   +0 24 33.6
 AA3102;UTM  16      - 3,800,693.577   520,736.296   MT  0.99960530   +0 07 38.0
 AA3102
 AA3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3102!SPC AL W     -   0.99995173  x   0.99998823  =   0.99993996
 AA3102!UTM  16      -   0.99995173  x   0.99960530  =   0.99955704
 AA3102
 AA3102                          SUPERSEDED SURVEY CONTROL
 AA3102
 AA3102  ELLIP H (03/30/95)  307.58   (m)                       GP(       ) 4 2
 AA3102  NGVD 29 (03/30/95)  335.7    (m)         1101.     (f) GPS OBS        
 AA3102
 AA3102.Superseded values are not recommended for survey control.
 AA3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3102.See file dsdata.txt to determine how the superseded data were derived.
 AA3102
 AA3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2073600694(NAD 83)
 AA3102_MARKER: DD = SURVEY DISK
 AA3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3102_SP_SET: CONCRETE POST
 AA3102_STAMPING: 52-14 1993
 AA3102_MARK LOGO: ALHD  
 AA3102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3102+STABILITY: SURFACE MOTION
 AA3102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3102+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 AA3102
 AA3102  HISTORY     - Date     Condition        Report By
 AA3102  HISTORY     - 1993     MONUMENTED       ALHD
 AA3102  HISTORY     - 20010706 GOOD             NASA
 AA3102  HISTORY     - 20060610 GOOD             GEOCAC
 AA3102
 AA3102                          STATION DESCRIPTION
 AA3102
 AA3102'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3102'THE STATION IS LOCATED IN MORGAN COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA3102'PAVED COUNTY ROAD, ABOUT 1.30 MI (2.09 KM) NORTHWEST OF EVA AND ABOUT
 AA3102'7.80 MI (12.55 KM) EAST-SOUTHEAST OF FALKVILLE. TO REACH THE STATION
 AA3102'FROM THE JUNCTION OF ALA 36 AND ALA 67 (MILE POST 24.10 ON ALA 67 AND
 AA3102'MILE POST 31.90 ON ALA 36) ABOUT 10.8 MI (17.4 KM) EAST OF HARTSELLE,
 AA3102'DRIVE SOUTHEAST ON ALA 67 FOR 3.65 MI (5.87 KM) TO MILE POST 20.45 AND
 AA3102'MORGAN COUNTY ROAD NO. 73 LEFT AND RIGHT AT A TRAFFIC LIGHT AT BREWER
 AA3102'HIGH SCHOOL IN FLORETTE, TURN RIGHT ON MORGAN COUNTY ROAD NO. 73 AND
 AA3102'DRIVE SOUTH, SOUTHWEST, AND SOUTH FOR 7.15 MI (11.51 KM) TO A PAVED
 AA3102'CROSS ROAD, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE WEST FOR
 AA3102'0.60 MI (0.97 KM) TO THE STATION ON THE LEFT. THE STATION IS 5.0 FT
 AA3102'(1.5 M) NORTH OF A THREE STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN
 AA3102'STEEL POSTS, 6.0 FT (1.8 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO.
 AA3102'OR O W 7, 6.3 FT (1.9 M) NORTHWEST OF THE WEST CROSS TIE POST OF A RED
 AA3102'PIPE GATE, 11.5 FT (3.5 M) WEST OF THE CENTER OF A FIELD ROAD, 18.0 FT
 AA3102'(5.5 M) SOUTH OF THE CENTER OF A PAVED COUNTY ROAD, 43.3 FT (13.2 M)
 AA3102'SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 6.0 FT (1.8 M) NORTH OF A
 AA3102'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 52-15
 AA3102'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3102
 AA3102                          STATION RECOVERY (2001)
 AA3102
 AA3102'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2001 (BQK)
 AA3102'RECOVERED IN GOOD CONDITION.
 AA3102
 AA3102                          STATION RECOVERY (2006)
 AA3102
 AA3102'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA3102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3103 ***********************************************************************
 AA3103  DESIGNATION -  52 15
 AA3103  PID         -  AA3103
 AA3103  STATE/COUNTY-  AL/MORGAN
 AA3103  USGS QUAD   -  EVA (1975)
 AA3103
 AA3103                         *CURRENT SURVEY CONTROL
 AA3103  ___________________________________________________________________
 AA3103* NAD 83(1992)-  34 20 50.27411(N)    086 45 32.19063(W)     ADJUSTED  
 AA3103* NAVD 88     -       344.5    (meters)    1130.     (feet)  VERTCON   
 AA3103  ___________________________________________________________________
 AA3103  X           -     298,056.154 (meters)                     COMP
 AA3103  Y           -  -5,263,447.922 (meters)                     COMP
 AA3103  Z           -   3,578,497.546 (meters)                     COMP
 AA3103  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 AA3103  ELLIP HEIGHT-         316.22  (meters)          (07/29/02) GPS OBS
 AA3103  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AA3103
 AA3103  HORZ ORDER  -  FIRST
 AA3103  ELLP ORDER  -  FOURTH    CLASS I
 AA3103
 AA3103.The horizontal coordinates were established by GPS observations
 AA3103.and adjusted by the National Geodetic Survey in March 1995..
 AA3103
 AA3103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3103
 AA3103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3103
 AA3103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3103
 AA3103.The ellipsoidal height was determined by GPS observations
 AA3103.and is referenced to NAD 83.
 AA3103
 AA3103.The geoid height was determined by GEOID03.
 AA3103
 AA3103;                    North         East     Units Scale Factor Converg.
 AA3103;SPC AL W     -   482,288.933   668,178.772   MT  0.99999061   +0 25 05.3
 AA3103;UTM  16      - 3,800,691.136   522,170.217   MT  0.99960606   +0 08 09.6
 AA3103
 AA3103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3103!SPC AL W     -   0.99995036  x   0.99999061  =   0.99994097
 AA3103!UTM  16      -   0.99995036  x   0.99960606  =   0.99955644
 AA3103
 AA3103                          SUPERSEDED SURVEY CONTROL
 AA3103
 AA3103  ELLIP H (03/30/95)  316.27   (m)                       GP(       ) 4 2
 AA3103  NGVD 29 (03/30/95)  344.4    (m)         1130.     (f) GPS OBS        
 AA3103
 AA3103.Superseded values are not recommended for survey control.
 AA3103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3103.See file dsdata.txt to determine how the superseded data were derived.
 AA3103
 AA3103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2217000691(NAD 83)
 AA3103_MARKER: DD = SURVEY DISK
 AA3103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3103_SP_SET: CONCRETE POST
 AA3103_STAMPING: 52-15 1993
 AA3103_MARK LOGO: ALHD  
 AA3103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3103+STABILITY: SURFACE MOTION
 AA3103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3103+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 AA3103
 AA3103  HISTORY     - Date     Condition        Report By
 AA3103  HISTORY     - 1993     MONUMENTED       ALHD
 AA3103  HISTORY     - 20010706 GOOD             NASA
 AA3103  HISTORY     - 20060610 GOOD             GEOCAC
 AA3103
 AA3103                          STATION DESCRIPTION
 AA3103
 AA3103'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3103'THE STATION IS LOCATED IN MORGAN COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA3103'PAVED COUNTY ROAD, ABOUT 1.05 MI (1.69 KM) NORTH OF EVA AND ABOUT 8.70
 AA3103'MI (14.00 KM) EAST-SOUTHEAST OF FALKVILLE. TO REACH THE STATION FROM
 AA3103'THE JUNCTION OF ALA 36 AND ALA 67 (MILE POST 24.10 ON ALA 67 AND MILE
 AA3103'POST 31.90 ON ALA 36) ABOUT 10.8 MI (17.4 KM) EAST OF HARTSELLE, DRIVE
 AA3103'SOUTHEAST ON ALA 67 FOR 3.65 MI (5.87 KM) TO MILE POST 20.45 AND
 AA3103'MORGAN COUNTY ROAD NO. 73 LEFT AND RIGHT AT A TRAFFIC LIGHT AT BREWER
 AA3103'HIGH SCHOOL IN FLORETTE, TURN RIGHT ON MORGAN COUNTY ROAD NO. 73 AND
 AA3103'DRIVE SOUTH, SOUTHWEST, AND SOUTH FOR 7.15 MI (11.51 KM) TO A PAVED
 AA3103'CROSS ROAD, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 0.35
 AA3103'MI (0.56 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA3103'SOUTH OF THE EAST ONE OF TWO POSTS EAST OF A GRAVEL DRIVEWAY, 4.9 FT
 AA3103'(1.5 M) EAST OF THE CENTER OF A PLASTIC WATER METER BOX, 17.4 FT (5.3
 AA3103'M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 22.0 FT (6.7 M) NORTH OF
 AA3103'THE CENTER OF A PAVED COUNTY ROAD, 29.4 FT (9.0 M) EAST OF A FENCE
 AA3103'CORNER ACROSS THE GRAVEL DRIVEWAY, 43.5 FT (13.3 M) NORTH OF A FENCE
 AA3103'CORNER ACROSS THE PAVED COUNTY ROAD, 2.8 FT (0.9 M) SOUTH OF A
 AA3103'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 52-14
 AA3103'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3103
 AA3103                          STATION RECOVERY (2001)
 AA3103
 AA3103'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2001 (BQK)
 AA3103'RECOVERED IN GOOD CONDITION.
 AA3103
 AA3103                          STATION RECOVERY (2006)
 AA3103
 AA3103'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA3103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3104 ***********************************************************************
 AA3104  DESIGNATION -  52 16
 AA3104  PID         -  AA3104
 AA3104  STATE/COUNTY-  AL/MORGAN
 AA3104  USGS QUAD   -  CENTER GROVE (1982)
 AA3104
 AA3104                         *CURRENT SURVEY CONTROL
 AA3104  ___________________________________________________________________
 AA3104* NAD 83(1992)-  34 25 26.18178(N)    086 44 14.49030(W)     ADJUSTED  
 AA3104* NAVD 88     -       180.2    (meters)     591.     (feet)  VERTCON   
 AA3104  ___________________________________________________________________
 AA3104  X           -     299,757.887 (meters)                     COMP
 AA3104  Y           -  -5,258,405.991 (meters)                     COMP
 AA3104  Z           -   3,585,421.069 (meters)                     COMP
 AA3104  LAPLACE CORR-          -4.36  (seconds)                    DEFLEC99
 AA3104  ELLIP HEIGHT-         151.83  (meters)          (07/29/02) GPS OBS
 AA3104  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AA3104
 AA3104  HORZ ORDER  -  FIRST
 AA3104  ELLP ORDER  -  FOURTH    CLASS I
 AA3104
 AA3104.The horizontal coordinates were established by GPS observations
 AA3104.and adjusted by the National Geodetic Survey in March 1995..
 AA3104
 AA3104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3104
 AA3104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3104
 AA3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3104
 AA3104.The ellipsoidal height was determined by GPS observations
 AA3104.and is referenced to NAD 83.
 AA3104
 AA3104.The geoid height was determined by GEOID03.
 AA3104
 AA3104;                    North         East     Units Scale Factor Converg.
 AA3104;SPC AL W     -   490,805.084   670,100.619   MT  0.99999388   +0 25 52.1
 AA3104;UTM  16      - 3,809,194.431   524,133.257   MT  0.99960718   +0 08 54.5
 AA3104
 AA3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3104!SPC AL W     -   0.99997617  x   0.99999388  =   0.99997005
 AA3104!UTM  16      -   0.99997617  x   0.99960718  =   0.99958336
 AA3104
 AA3104                          SUPERSEDED SURVEY CONTROL
 AA3104
 AA3104  ELLIP H (03/30/95)  151.88   (m)                       GP(       ) 4 2
 AA3104  NGVD 29 (03/30/95)  180.2    (m)          591.     (f) GPS OBS        
 AA3104
 AA3104.Superseded values are not recommended for survey control.
 AA3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3104.See file dsdata.txt to determine how the superseded data were derived.
 AA3104
 AA3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2413309194(NAD 83)
 AA3104_MARKER: DD = SURVEY DISK
 AA3104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3104_SP_SET: CONCRETE POST
 AA3104_STAMPING: 52-16 1993
 AA3104_MARK LOGO: ALHD  
 AA3104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3104+STABILITY: SURFACE MOTION
 AA3104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3104+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 AA3104
 AA3104  HISTORY     - Date     Condition        Report By
 AA3104  HISTORY     - 1993     MONUMENTED       ALHD
 AA3104  HISTORY     - 20010706 GOOD             NASA
 AA3104  HISTORY     - 20011019 GOOD             NASA
 AA3104  HISTORY     - 20060610 GOOD             GEOCAC
 AA3104
 AA3104                          STATION DESCRIPTION
 AA3104
 AA3104'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3104'THE STATION IS LOCATED IN MORGAN COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA3104'PAVED COUNTY ROAD, ABOUT 4.75 MI (7.64 KM) SOUTHEAST OF SOMERVILLE AND
 AA3104'ABOUT 6.45 MI (10.38 KM) NORTH-NORTHEAST OF EVA. TO REACH THE STATION
 AA3104'FROM THE JUNCTION OF ALA 36 AND ALA 67 (MILE POST 24.10 ON ALA 67 AND
 AA3104'MILE POST 31.90 ON ALA 36) ABOUT 10.8 MI (17.4 KM) EAST OF HARTSELLE,
 AA3104'DRIVE SOUTHEAST ON ALA 67 FOR 2.75 MI (4.43 KM) TO MILE POST 21.35 AND
 AA3104'A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD
 AA3104'AND DRIVE EAST FOR 1.10 MI (1.77 KM) TO THE STATION ON THE RIGHT. THE
 AA3104'STATION IS 2.9 FT (0.9 M) SOUTH OF A TWO STRAND ELECTRIC FENCE ON RED
 AA3104'TOP STEEL POSTS, 27.8 FT (8.5 M) NORTH OF THE CENTERLINE OF THE PAVED
 AA3104'COUNTY ROAD, 95.8 FT (29.2 M) EAST OF A POWER POLE, 137.4 FT (41.9 M)
 AA3104'WEST-NORTHWEST OF A SLOW CHILDREN PLAYING SIGN, 138.9 FT (42.3 M) WEST
 AA3104'OF TELEPHONE CABLE PEDESTAL NO. F 29 11 1 E, 3.0 FT (0.9 M) SOUTH OF A
 AA3104'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 52-17
 AA3104'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3104
 AA3104                          STATION RECOVERY (2001)
 AA3104
 AA3104'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2001 (BQK)
 AA3104'RECOVERED IN GOOD CONDITION.
 AA3104
 AA3104                          STATION RECOVERY (2001)
 AA3104
 AA3104'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2001 (BQK)
 AA3104'NEW DIRECTIONS - FROM INTERSECTION OF AL 36 AND AL 67 PROCEED SE 1.8
 AA3104'MILE TO HOYT HENRY ROAD.  TURN RIGHT.  PROCEED 0.4 MILE TO SIX MILE
 AA3104'ROAD.  TURN RIGHT AND PROCEED 0.4 MILE TO STATION ON RIGHT.
 AA3104
 AA3104                          STATION RECOVERY (2006)
 AA3104
 AA3104'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA3104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3105 ***********************************************************************
 AA3105  DESIGNATION -  52 17
 AA3105  PID         -  AA3105
 AA3105  STATE/COUNTY-  AL/MORGAN
 AA3105  USGS QUAD   -  CENTER GROVE (1982)
 AA3105
 AA3105                         *CURRENT SURVEY CONTROL
 AA3105  ___________________________________________________________________
 AA3105* NAD 83(1992)-  34 25 25.67533(N)    086 43 47.25875(W)     ADJUSTED  
 AA3105* NAVD 88     -       180.0    (meters)     591.     (feet)  VERTCON   
 AA3105  ___________________________________________________________________
 AA3105  X           -     300,452.605 (meters)                     COMP
 AA3105  Y           -  -5,258,375.022 (meters)                     COMP
 AA3105  Z           -   3,585,408.088 (meters)                     COMP
 AA3105  LAPLACE CORR-          -4.20  (seconds)                    DEFLEC99
 AA3105  ELLIP HEIGHT-         151.64  (meters)          (07/29/02) GPS OBS
 AA3105  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA3105
 AA3105  HORZ ORDER  -  FIRST
 AA3105  ELLP ORDER  -  FOURTH    CLASS I
 AA3105
 AA3105.The horizontal coordinates were established by GPS observations
 AA3105.and adjusted by the National Geodetic Survey in March 1995..
 AA3105
 AA3105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3105
 AA3105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3105
 AA3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3105
 AA3105.The ellipsoidal height was determined by GPS observations
 AA3105.and is referenced to NAD 83.
 AA3105
 AA3105.The geoid height was determined by GEOID03.
 AA3105
 AA3105;                    North         East     Units Scale Factor Converg.
 AA3105;SPC AL W     -   490,794.737   670,796.051   MT  0.99999509   +0 26 07.5
 AA3105;UTM  16      - 3,809,180.658   524,828.361   MT  0.99960760   +0 09 09.9
 AA3105
 AA3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3105!SPC AL W     -   0.99997620  x   0.99999509  =   0.99997129
 AA3105!UTM  16      -   0.99997620  x   0.99960760  =   0.99958381
 AA3105
 AA3105                          SUPERSEDED SURVEY CONTROL
 AA3105
 AA3105  ELLIP H (03/30/95)  151.69   (m)                       GP(       ) 4 2
 AA3105  NGVD 29 (03/30/95)  180.0    (m)          591.     (f) GPS OBS        
 AA3105
 AA3105.Superseded values are not recommended for survey control.
 AA3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3105.See file dsdata.txt to determine how the superseded data were derived.
 AA3105
 AA3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2482809181(NAD 83)
 AA3105_MARKER: DD = SURVEY DISK
 AA3105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3105_SP_SET: CONCRETE POST
 AA3105_STAMPING: 52-17 1993
 AA3105_MARK LOGO: ALHD  
 AA3105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3105+STABILITY: SURFACE MOTION
 AA3105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3105+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 AA3105
 AA3105  HISTORY     - Date     Condition        Report By
 AA3105  HISTORY     - 1993     MONUMENTED       ALHD
 AA3105  HISTORY     - 20010706 GOOD             NASA
 AA3105  HISTORY     - 20011019 GOOD             NASA
 AA3105  HISTORY     - 20060610 GOOD             GEOCAC
 AA3105
 AA3105                          STATION DESCRIPTION
 AA3105
 AA3105'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3105'THE STATION IS LOCATED IN MORGAN COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA3105'PAVED COUNTY ROAD, ABOUT 5.10 MI (8.21 KM) SOUTHEAST OF SOMERVILLE AND
 AA3105'ABOUT 6.55 MI (10.54 KM) NORTH-NORTHEAST OF EVA. TO REACH THE STATION
 AA3105'FROM THE JUNCTION OF ALA 36 AND ALA 67 (MILE POST 24.10 ON ALA 67 AND
 AA3105'MILE POST 31.90 ON ALA 36) ABOUT 10.8 MI (17.4 KM) EAST OF HARTSELLE,
 AA3105'DRIVE SOUTHEAST ON ALA 67 FOR 2.75 MI (4.43 KM) TO MILE POST 21.35 AND
 AA3105'A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD
 AA3105'AND DRIVE EAST FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT. THE
 AA3105'STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND ELECTRIC FENCE ON RED
 AA3105'TOP STEEL POSTS, 21.0 FT (6.4 M) NORTH OF THE CENTERLINE OF THE PAVED
 AA3105'COUNTY ROAD, 103.0 FT (31.4 M) EAST OF THE NORTHWEST CORNER OF THE
 AA3105'FENCE, 109.3 FT (33.3 M) EAST OF TRANSFORMER POWER POLE NO. M 2 MT 30,
 AA3105'113.8 FT (34.7 M) EAST OF TELEPHONE CABLE PEDESTAL NO. F 29 11 E 7,
 AA3105'122.5 FT (37.3 M) WEST OF TRANSFORMER POWER POLE NO. M 20 AT 9, 3.2 FT
 AA3105'(1.0 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA3105'GROUND. STATION 52-16 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3105
 AA3105                          STATION RECOVERY (2001)
 AA3105
 AA3105'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2001 (BQK)
 AA3105'RECOVERED IN GOOD CONDITION.
 AA3105
 AA3105                          STATION RECOVERY (2001)
 AA3105
 AA3105'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2001 (BQK)
 AA3105'NEW DIRECTIONS - FROM INTERSECTION OF AL 36 AND AL 67 PROCEED SE 1.8
 AA3105'MILE TO HOYT HENRY ROAD.  TURN RIGHT.  PROCEED 0.4 MILE TO SIX MILE
 AA3105'ROAD.  TURN LEFT AND STATION ON THE LEFT.
 AA3105
 AA3105                          STATION RECOVERY (2006)
 AA3105
 AA3105'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA3105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3106 ***********************************************************************
 AA3106  DESIGNATION -  52 18
 AA3106  PID         -  AA3106
 AA3106  STATE/COUNTY-  AL/MORGAN
 AA3106  USGS QUAD   -  TRIANA (1982)
 AA3106
 AA3106                         *CURRENT SURVEY CONTROL
 AA3106  ___________________________________________________________________
 AA3106* NAD 83(1992)-  34 30 55.57879(N)    086 44 52.12491(W)     ADJUSTED  
 AA3106* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 AA3106  ___________________________________________________________________
 AA3106  X           -     298,472.426 (meters)                     COMP
 AA3106  Y           -  -5,252,723.084 (meters)                     COMP
 AA3106  Z           -   3,593,787.893 (meters)                     COMP
 AA3106  LAPLACE CORR-          -4.76  (seconds)                    DEFLEC99
 AA3106  ELLIP HEIGHT-         149.42  (meters)          (07/29/02) GPS OBS
 AA3106  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AA3106
 AA3106  HORZ ORDER  -  FIRST
 AA3106  ELLP ORDER  -  FOURTH    CLASS I
 AA3106
 AA3106.The horizontal coordinates were established by GPS observations
 AA3106.and adjusted by the National Geodetic Survey in March 1995..
 AA3106
 AA3106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3106
 AA3106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3106
 AA3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3106
 AA3106.The ellipsoidal height was determined by GPS observations
 AA3106.and is referenced to NAD 83.
 AA3106
 AA3106.The geoid height was determined by GEOID03.
 AA3106
 AA3106;                    North         East     Units Scale Factor Converg.
 AA3106;SPC AL W     -   500,947.628   669,064.263   MT  0.99999211   +0 25 34.4
 AA3106;UTM  16      - 3,819,338.052   523,147.391   MT  0.99960660   +0 08 34.4
 AA3106
 AA3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3106!SPC AL W     -   0.99997655  x   0.99999211  =   0.99996866
 AA3106!UTM  16      -   0.99997655  x   0.99960660  =   0.99958315
 AA3106
 AA3106                          SUPERSEDED SURVEY CONTROL
 AA3106
 AA3106  ELLIP H (03/30/95)  149.49   (m)                       GP(       ) 4 2
 AA3106  NGVD 29 (03/30/95)  177.7    (m)          583.     (f) GPS OBS        
 AA3106
 AA3106.Superseded values are not recommended for survey control.
 AA3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3106.See file dsdata.txt to determine how the superseded data were derived.
 AA3106
 AA3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2314719338(NAD 83)
 AA3106_MARKER: DD = SURVEY DISK
 AA3106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3106_SP_SET: CONCRETE POST
 AA3106_STAMPING: 52-18 1993
 AA3106_MARK LOGO: ALHD  
 AA3106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3106+STABILITY: SURFACE MOTION
 AA3106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3106+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 AA3106
 AA3106  HISTORY     - Date     Condition        Report By
 AA3106  HISTORY     - 1993     MONUMENTED       ALHD
 AA3106  HISTORY     - 20000920 GOOD             NASA
 AA3106
 AA3106                          STATION DESCRIPTION
 AA3106
 AA3106'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3106'THE STATION IS LOCATED IN MORGAN COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3106'LEMMOND ROAD, ABOUT 4.10 MI (6.60 KM) NORTHEAST OF SOMERVILLE AND
 AA3106'ABOUT 8.20 MI (13.20 KM) EAST OF PRICEVILLE. TO REACH THE STATION FROM
 AA3106'THE JUNCTION OF ALA 36 AND ALA 67 (MILE POST 24.10 ON ALA 67 AND MILE
 AA3106'POST 31.90 ON ALA 36) ABOUT 10.8 MI (17.4 KM) EAST OF HARTSELLE, DRIVE
 AA3106'NORTHWEST ON ALA 67 FOR 2.90 MI (4.67 KM) TO MILE POST 27.00 AND MAIN
 AA3106'STREET LEFT AND RIGHT IN SOMERVILLE, TURN RIGHT AND DRIVE NORTH ON
 AA3106'MAIN STREET AND BLUFF CITY ROAD FOR 4.05 MI (6.52 KM) TO RIVER ROAD
 AA3106'LEFT AND RIGHT, TURN RIGHT ON RIVER ROAD AND DRIVE SOUTHEAST FOR 2.60
 AA3106'MI (4.18 KM) TO SHARPFORD ROAD LEFT AND RIGHT, TURN LEFT ON SHARPFORD
 AA3106'ROAD AND DRIVE NORTH FOR 0.25 MI (0.40 KM) TO LEMMOND ROAD ON THE
 AA3106'RIGHT, TURN RIGHT ON LEMMOND ROAD AND DRIVE EAST FOR 0.10 MI (0.16 KM)
 AA3106'TO THE STATION ON THE LEFT. THE STATION IS 2.0 FT (0.6 M) SOUTH OF A
 AA3106'TWO STRAND ELECTRIC FENCE ON TREATED WOOD POSTS, 9.6 FT (2.9 M)
 AA3106'WEST-SOUTHWEST OF A NINE-INCH WOOD FENCE CORNER POST AT THE SOUTHWEST
 AA3106'CORNER OF A GARDEN PLOT, 20.0 FT (6.1 M) NORTH OF THE CENTER OF
 AA3106'LEMMOND ROAD, 159.0 FT (48.5 M) WEST OF A NINE-INCH WOOD FENCE CORNER
 AA3106'POST AT THE SOUTHEAST CORNER OF A GARDEN PLOT, 1.8 FT (0.5 M) SOUTH OF
 AA3106'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 52-19
 AA3106'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3106
 AA3106                          STATION RECOVERY (2000)
 AA3106
 AA3106'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (BQK)
 AA3106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3107 ***********************************************************************
 AA3107  DESIGNATION -  52 19
 AA3107  PID         -  AA3107
 AA3107  STATE/COUNTY-  AL/MORGAN
 AA3107  USGS QUAD   -  TRIANA (1982)
 AA3107
 AA3107                         *CURRENT SURVEY CONTROL
 AA3107  ___________________________________________________________________
 AA3107* NAD 83(1992)-  34 30 54.37975(N)    086 44 17.57196(W)     ADJUSTED  
 AA3107* NAVD 88     -       174.0    (meters)     571.     (feet)  VERTCON   
 AA3107  ___________________________________________________________________
 AA3107  X           -     299,353.355 (meters)                     COMP
 AA3107  Y           -  -5,252,690.754 (meters)                     COMP
 AA3107  Z           -   3,593,755.273 (meters)                     COMP
 AA3107  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 AA3107  ELLIP HEIGHT-         145.58  (meters)          (07/29/02) GPS OBS
 AA3107  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AA3107
 AA3107  HORZ ORDER  -  FIRST
 AA3107  ELLP ORDER  -  FOURTH    CLASS I
 AA3107
 AA3107.The horizontal coordinates were established by GPS observations
 AA3107.and adjusted by the National Geodetic Survey in March 1995..
 AA3107
 AA3107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3107
 AA3107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3107
 AA3107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3107
 AA3107.The ellipsoidal height was determined by GPS observations
 AA3107.and is referenced to NAD 83.
 AA3107
 AA3107.The geoid height was determined by GEOID03.
 AA3107
 AA3107;                    North         East     Units Scale Factor Converg.
 AA3107;SPC AL W     -   500,917.279   669,945.831   MT  0.99999362   +0 25 54.0
 AA3107;UTM  16      - 3,819,303.357   524,028.459   MT  0.99960712   +0 08 54.0
 AA3107
 AA3107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3107!SPC AL W     -   0.99997715  x   0.99999362  =   0.99997077
 AA3107!UTM  16      -   0.99997715  x   0.99960712  =   0.99958428
 AA3107
 AA3107                          SUPERSEDED SURVEY CONTROL
 AA3107
 AA3107  ELLIP H (03/30/95)  145.65   (m)                       GP(       ) 4 2
 AA3107  NGVD 29 (03/30/95)  173.9    (m)          571.     (f) GPS OBS        
 AA3107
 AA3107.Superseded values are not recommended for survey control.
 AA3107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3107.See file dsdata.txt to determine how the superseded data were derived.
 AA3107
 AA3107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2402819303(NAD 83)
 AA3107_MARKER: DD = SURVEY DISK
 AA3107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3107_SP_SET: CONCRETE POST
 AA3107_STAMPING: 52-19 1993
 AA3107_MARK LOGO: ALHD  
 AA3107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3107+STABILITY: SURFACE MOTION
 AA3107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3107+SATELLITE: SATELLITE OBSERVATIONS - September 20, 2000
 AA3107
 AA3107  HISTORY     - Date     Condition        Report By
 AA3107  HISTORY     - 1993     MONUMENTED       ALHD
 AA3107  HISTORY     - 20000920 GOOD             NASA
 AA3107  HISTORY     - 20060101 MARK NOT FOUND   INDIV
 AA3107
 AA3107                          STATION DESCRIPTION
 AA3107
 AA3107'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3107'THE STATION IS LOCATED IN MORGAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3107'LEMMOND ROAD, ABOUT 4.45 MI (7.16 KM) NORTHEAST OF SOMERVILLE AND
 AA3107'ABOUT 8.80 MI (14.16 KM) EAST OF PRICEVILLE. TO REACH THE STATION FROM
 AA3107'THE JUNCTION OF ALA 36 AND ALA 67 (MILE POST 24.10 ON ALA 67 AND MILE
 AA3107'POST 31.90 ON ALA 36) ABOUT 10.8 MI (17.4 KM) EAST OF HARTSELLE, DRIVE
 AA3107'NORTHWEST ON ALA 67 FOR 2.90 MI (4.67 KM) TO MILE POST 27.00 AND MAIN
 AA3107'STREET LEFT AND RIGHT IN SOMERVILLE, TURN RIGHT AND DRIVE NORTH ON
 AA3107'MAIN STREET AND BLUFF CITY ROAD FOR 4.05 MI (6.52 KM) TO RIVER ROAD
 AA3107'LEFT AND RIGHT, TURN RIGHT ON RIVER ROAD AND DRIVE SOUTHEAST FOR 2.60
 AA3107'MI (4.18 KM) TO SHARPFORD ROAD LEFT AND RIGHT, TURN LEFT ON SHARPFORD
 AA3107'ROAD AND DRIVE NORTH FOR 0.25 MI (0.40 KM) TO LEMMOND ROAD ON THE
 AA3107'RIGHT, TURN RIGHT ON LEMMOND ROAD AND DRIVE EAST FOR 0.70 MI (1.13 KM)
 AA3107'TO THE STATION ON THE RIGHT. THE STATION IS 2.9 FT (0.9 M) NORTH OF A
 AA3107'FOUR STRAND BARBED WIRE FENCE ON CEDAR POSTS, 22.3 FT (6.8 M) SOUTH OF
 AA3107'THE CENTER OF LEMMOND ROAD, 240.4 FT (73.3 M) WEST OF THE END OF THE
 AA3107'SOUTHEAST WING WALL OF A CONCRETE CULVERT UNDER LEMMOND ROAD, 3.4 FT
 AA3107'(1.0 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA3107'GROUND. STATION 52-18 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3107
 AA3107                          STATION RECOVERY (2000)
 AA3107
 AA3107'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (BQK)
 AA3107'RECOVERED IN GOOD CONDITION.
 AA3107
 AA3107                          STATION RECOVERY (2006)
 AA3107
 AA3107'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RSE)
 AA3107'MARK DOES NOT EXIST.  DITCH WAS CLEANED-OUT AND MONUMENT REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1744 ***********************************************************************
 EF1744  DESIGNATION -  52 2
 EF1744  PID         -  EF1744
 EF1744  STATE/COUNTY-  AL/MORGAN
 EF1744  USGS QUAD   -  CENTER GROVE (1982)
 EF1744
 EF1744                         *CURRENT SURVEY CONTROL
 EF1744  ___________________________________________________________________
 EF1744* NAD 83(1992)-  34 24 09.43579(N)    086 41 08.36734(W)     ADJUSTED  
 EF1744* NAVD 88     -       175.5    (meters)     576.     (feet)  VERTCON   
 EF1744  ___________________________________________________________________
 EF1744  X           -     304,579.726 (meters)                     COMP
 EF1744  Y           -  -5,259,463.707 (meters)                     COMP
 EF1744  Z           -   3,583,467.353 (meters)                     COMP
 EF1744  LAPLACE CORR-          -4.00  (seconds)                    DEFLEC99
 EF1744  ELLIP HEIGHT-         147.02  (meters)          (07/29/02) GPS OBS
 EF1744  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 EF1744
 EF1744  HORZ ORDER  -  FIRST
 EF1744  ELLP ORDER  -  FOURTH    CLASS I
 EF1744
 EF1744.The horizontal coordinates were established by GPS observations
 EF1744.and adjusted by the National Geodetic Survey in December 1992..
 EF1744
 EF1744.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1744.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1744
 EF1744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1744
 EF1744.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1744
 EF1744.The ellipsoidal height was determined by GPS observations
 EF1744.and is referenced to NAD 83.
 EF1744
 EF1744.The geoid height was determined by GEOID03.
 EF1744
 EF1744;                    North         East     Units Scale Factor Converg.
 EF1744;SPC AL W     -   488,477.289   674,871.973   MT  1.00000241   +0 27 36.5
 EF1744;UTM  16      - 3,806,844.046   528,891.219   MT  0.99961029   +0 10 39.4
 EF1744
 EF1744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1744!SPC AL W     -   0.99997692  x   1.00000241  =   0.99997933
 EF1744!UTM  16      -   0.99997692  x   0.99961029  =   0.99958722
 EF1744
 EF1744|---------------------------------------------------------------------|
 EF1744| PID    Reference Object                     Distance      Geod. Az  |
 EF1744|                                                           dddmmss.s |
 EF1744| EF1743 52 1                                326.996 METERS 19713     |
 EF1744|---------------------------------------------------------------------|
 EF1744
 EF1744                          SUPERSEDED SURVEY CONTROL
 EF1744
 EF1744  ELLIP H (12/04/92)  147.07   (m)                       GP(       ) 4 1
 EF1744  NAD 83(1992)-  34 24 09.44267(N)    086 41 08.35838(W) AD(       ) 1
 EF1744  NGVD 29 (12/04/92)  175.4    (m)          575.     (f) GPS OBS        
 EF1744
 EF1744.Superseded values are not recommended for survey control.
 EF1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1744.See file dsdata.txt to determine how the superseded data were derived.
 EF1744
 EF1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2889106844(NAD 83)
 EF1744_MARKER: DD = SURVEY DISK
 EF1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1744_SP_SET: CONCRETE POST
 EF1744_STAMPING: 52-2 1990
 EF1744_MARK LOGO: ALHD  
 EF1744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1744+STABILITY: SURFACE MOTION
 EF1744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1744+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 EF1744
 EF1744  HISTORY     - Date     Condition        Report By
 EF1744  HISTORY     - 1990     MONUMENTED       ALHD
 EF1744  HISTORY     - 19910725 GOOD             ALHD
 EF1744  HISTORY     - 19920122 GOOD
 EF1744
 EF1744                          STATION DESCRIPTION
 EF1744
 EF1744'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1744'THE STATION IS LOCATED IN MORGAN COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1744'ALA 67, ABOUT 10.38 KM (6.45 MI) NORTHEAST OF EVA AND ABOUT 12.96 KM
 EF1744'(8.05 MI) SOUTHEAST OF SOMERVILLE.
 EF1744'TO REACH THE STATION FROM THE JUNCTION OF ALA 67 AND MORGAN COUNTY
 EF1744'ROAD NO. 73, MILE POST 20.45 ON ALA 67, IN FLORETTE, DRIVE SOUTHEAST
 EF1744'ON ALA 67 2.17 KM (1.35 MI) TO MILE POST 19.10 AND THE STATION ON THE
 EF1744'LEFT.
 EF1744'THE STATION IS 0.61 M (2.00 FT) SOUTH - SOUTHWEST OF A FIVE STRAND
 EF1744'BARBED WIRE FENCE ON STEEL POSTS, 4.85 M (15.91 FT) EAST - SOUTHEAST
 EF1744'OF THE SOUTHEAST END OF AN 18 INCH CONCRETE PIPE UNDER A FIELD ROAD,
 EF1744'5.43 M (17.81 FT) SOUTHEAST OF THE SOUTHEAST GATE POST, 7.92 M
 EF1744'(25.98 FT) SOUTHEAST OF THE CENTER OF A FIELD ROAD, 15.18 M
 EF1744'(49.80 FT) NORTH - NORTHEAST OF THE CENTERLINE OF ALA 67, 0.55 M
 EF1744'(1.80 FT) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 EF1744'THE GROUND.
 EF1744'STATION 52 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1744
 EF1744                          STATION RECOVERY (1991)
 EF1744
 EF1744'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1744'THE STATION IS LOCATED IN MORGAN COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1744'ALA 67, ABOUT 10.38 KM (6.45 MI) NORTHEAST OF EVA AND ABOUT 12.96 KM
 EF1744'(8.05 MI) SOUTHEAST OF SOMERVILLE.
 EF1744'TO REACH THE STATION FROM THE JUNCTION OF ALA 67 AND MORGAN COUNTY
 EF1744'ROAD NO. 73, MILE POST 20.45 ON ALA 67, IN FLORETTE, DRIVE SOUTHEAST
 EF1744'ON ALA 67 FOR 2.17 KM (1.35 MI) TO MILE POST 19.10 AND THE STATION ON
 EF1744'THE LEFT.
 EF1744'THE STATION IS 0.61 M (2.00 FT) SOUTH-SOUTHWEST OF A FIVE STRAND
 EF1744'BARBED WIRE FENCE ON STEEL POSTS, 4.85 M (15.91 FT) EAST-SOUTHEAST OF
 EF1744'THE SOUTHEAST END OF AN 18-INCH CONCRETE PIPE UNDER A FIELD ROAD,
 EF1744'5.43 M (17.81 FT) SOUTHEAST OF THE SOUTHEAST GATE POST, 7.92 M
 EF1744'(25.98 FT) SOUTHEAST OF THE CENTER OF A FIELD ROAD, 15.18 M
 EF1744'(49.80 FT) NORTH-NORTHEAST OF THE CENTERLINE OF ALA 67, 0.55 M
 EF1744'(1.80 FT) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 EF1744'THE GROUND.
 EF1744'STATION 52-1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1744
 EF1744                          STATION RECOVERY (1992)
 EF1744
 EF1744'RECOVERED 1992
 EF1744'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3108 ***********************************************************************
 AA3108  DESIGNATION -  52 20
 AA3108  PID         -  AA3108
 AA3108  STATE/COUNTY-  AL/MORGAN
 AA3108  USGS QUAD   -  MASON RIDGE (1973)
 AA3108
 AA3108                         *CURRENT SURVEY CONTROL
 AA3108  ___________________________________________________________________
 AA3108* NAD 83(1992)-  34 32 07.22469(N)    086 50 02.90970(W)     ADJUSTED  
 AA3108* NAVD 88     -       176.7    (meters)     580.     (feet)  VERTCON   
 AA3108  ___________________________________________________________________
 AA3108  X           -     290,488.529 (meters)                     COMP
 AA3108  Y           -  -5,251,916.809 (meters)                     COMP
 AA3108  Z           -   3,595,606.391 (meters)                     COMP
 AA3108  LAPLACE CORR-          -6.07  (seconds)                    DEFLEC99
 AA3108  ELLIP HEIGHT-         148.65  (meters)          (07/29/02) GPS OBS
 AA3108  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AA3108
 AA3108  HORZ ORDER  -  FIRST
 AA3108  ELLP ORDER  -  FOURTH    CLASS I
 AA3108
 AA3108.The horizontal coordinates were established by GPS observations
 AA3108.and adjusted by the National Geodetic Survey in March 1995..
 AA3108
 AA3108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3108
 AA3108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3108
 AA3108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3108
 AA3108.The ellipsoidal height was determined by GPS observations
 AA3108.and is referenced to NAD 83.
 AA3108
 AA3108.The geoid height was determined by GEOID03.
 AA3108
 AA3108;                    North         East     Units Scale Factor Converg.
 AA3108;SPC AL W     -   503,099.677   661,123.028   MT  0.99997937   +0 22 39.0
 AA3108;UTM  16      - 3,821,528.519   515,219.920   MT  0.99960286   +0 05 38.5
 AA3108
 AA3108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3108!SPC AL W     -   0.99997667  x   0.99997937  =   0.99995604
 AA3108!UTM  16      -   0.99997667  x   0.99960286  =   0.99957954
 AA3108
 AA3108:                Primary Azimuth Mark                     Grid Az
 AA3108:SPC AL W     -  52 21                                    095 17 12.5
 AA3108:UTM  16      -  52 21                                    095 34 13.0
 AA3108
 AA3108|---------------------------------------------------------------------|
 AA3108| PID    Reference Object                     Distance      Geod. Az  |
 AA3108|                                                           dddmmss.s |
 AA3108| AA3109 52 21                               460.365 METERS 0953951.5 |
 AA3108|---------------------------------------------------------------------|
 AA3108
 AA3108                          SUPERSEDED SURVEY CONTROL
 AA3108
 AA3108  ELLIP H (03/30/95)  148.71   (m)                       GP(       ) 4 2
 AA3108  NGVD 29 (03/30/95)  176.7    (m)          580.     (f) GPS OBS        
 AA3108
 AA3108.Superseded values are not recommended for survey control.
 AA3108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3108.See file dsdata.txt to determine how the superseded data were derived.
 AA3108
 AA3108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1522021529(NAD 83)
 AA3108_MARKER: DD = SURVEY DISK
 AA3108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3108_SP_SET: CONCRETE POST
 AA3108_STAMPING: 52-20 1993
 AA3108_MARK LOGO: ALHD  
 AA3108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3108+STABILITY: SURFACE MOTION
 AA3108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3108+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3108
 AA3108  HISTORY     - Date     Condition        Report By
 AA3108  HISTORY     - 1993     MONUMENTED       ALHD
 AA3108
 AA3108                          STATION DESCRIPTION
 AA3108
 AA3108'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3108'THE STATION IS LOCATED IN MORGAN COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3108'RIVER ROAD, ABOUT 3.40 MI (5.47 KM) EAST-NORTHEAST OF PRICEVILLE AND
 AA3108'ABOUT 4.80 MI (7.72 KM) NORTH-NORTHWEST OF SOMERVILLE. TO REACH THE
 AA3108'STATION FROM EXIT 334 ON I-65 (MILE POST 34.60 ON ALA 67) IN
 AA3108'PRICEVILLE, DRIVE SOUTHEAST ON ALA 67 FOR 0.85 MI (1.37 KM) TO MILE
 AA3108'POST 33.75 AND BETHEL ROAD (MORGAN COUNTY ROAD NO. 45) LEFT AND RIGHT
 AA3108'AT A TRAFFIC LIGHT IN PRICEVILLE, TURN LEFT ON BETHEL ROAD AND DRIVE
 AA3108'NORTH FOR 1.35 MI (2.17 KM) TO A PAVED CROSS ROAD WITH RIVER ROAD LEFT
 AA3108'AND RIGHT, TURN RIGHT ON RIVER ROAD AND DRIVE EAST FOR 3.95 MI (6.36
 AA3108'KM) TO THE STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M) SOUTH OF
 AA3108'A FIVE STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 20.6
 AA3108'FT (6.3 M) EAST OF THE EAST ONE OF TWO CONNECTED SIX BY SIX INCH WOOD
 AA3108'POSTS IN THE FENCE LINE, 27.9 FT (8.5 M) NORTH OF THE CENTERLINE OF
 AA3108'RIVER ROAD, 92.7 FT (28.3 M) NORTHEAST OF A TRANSFORMER POWER AND
 AA3108'CABLE POLE ACROSS THE ROAD, 3.2 FT (1.0 M) SOUTH OF A CARSONITE
 AA3108'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 52-21 1993 MAY BE
 AA3108'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3109 ***********************************************************************
 AA3109  DESIGNATION -  52 21
 AA3109  PID         -  AA3109
 AA3109  STATE/COUNTY-  AL/MORGAN
 AA3109  USGS QUAD   -  MASON RIDGE (1973)
 AA3109
 AA3109                         *CURRENT SURVEY CONTROL
 AA3109  ___________________________________________________________________
 AA3109* NAD 83(1992)-  34 32 05.74976(N)    086 49 44.94465(W)     ADJUSTED  
 AA3109* NAVD 88     -       177.3    (meters)     582.     (feet)  VERTCON   
 AA3109  ___________________________________________________________________
 AA3109  X           -     290,947.404 (meters)                     COMP
 AA3109  Y           -  -5,251,917.659 (meters)                     COMP
 AA3109  Z           -   3,595,569.256 (meters)                     COMP
 AA3109  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 AA3109  ELLIP HEIGHT-         149.19  (meters)          (07/29/02) GPS OBS
 AA3109  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AA3109
 AA3109  HORZ ORDER  -  FIRST
 AA3109  ELLP ORDER  -  FOURTH    CLASS I
 AA3109
 AA3109.The horizontal coordinates were established by GPS observations
 AA3109.and adjusted by the National Geodetic Survey in March 1995..
 AA3109
 AA3109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3109
 AA3109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3109
 AA3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3109
 AA3109.The ellipsoidal height was determined by GPS observations
 AA3109.and is referenced to NAD 83.
 AA3109
 AA3109.The geoid height was determined by GEOID03.
 AA3109
 AA3109;                    North         East     Units Scale Factor Converg.
 AA3109;SPC AL W     -   503,057.259   661,581.425   MT  0.99998006   +0 22 49.2
 AA3109;UTM  16      - 3,821,483.851   515,677.929   MT  0.99960303   +0 05 48.7
 AA3109
 AA3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3109!SPC AL W     -   0.99997658  x   0.99998006  =   0.99995664
 AA3109!UTM  16      -   0.99997658  x   0.99960303  =   0.99957962
 AA3109
 AA3109:                Primary Azimuth Mark                     Grid Az
 AA3109:SPC AL W     -  52 20                                    275 17 12.5
 AA3109:UTM  16      -  52 20                                    275 34 13.0
 AA3109
 AA3109|---------------------------------------------------------------------|
 AA3109| PID    Reference Object                     Distance      Geod. Az  |
 AA3109|                                                           dddmmss.s |
 AA3109| AA3108 52 20                               460.365 METERS 2754001.7 |
 AA3109|---------------------------------------------------------------------|
 AA3109
 AA3109                          SUPERSEDED SURVEY CONTROL
 AA3109
 AA3109  ELLIP H (03/30/95)  149.26   (m)                       GP(       ) 4 2
 AA3109  NGVD 29 (03/30/95)  177.2    (m)          581.     (f) GPS OBS        
 AA3109
 AA3109.Superseded values are not recommended for survey control.
 AA3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3109.See file dsdata.txt to determine how the superseded data were derived.
 AA3109
 AA3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1567821484(NAD 83)
 AA3109_MARKER: DD = SURVEY DISK
 AA3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3109_SP_SET: CONCRETE POST
 AA3109_STAMPING: 52-21 1993
 AA3109_MARK LOGO: ALHD  
 AA3109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3109+STABILITY: SURFACE MOTION
 AA3109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3109+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA3109
 AA3109  HISTORY     - Date     Condition        Report By
 AA3109  HISTORY     - 1993     MONUMENTED       ALHD
 AA3109
 AA3109                          STATION DESCRIPTION
 AA3109
 AA3109'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3109'THE STATION IS LOCATED IN MORGAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3109'RIVER ROAD, ABOUT 3.70 MI (5.95 KM) EAST - NORTHEAST OF PRICEVILLE AND
 AA3109'ABOUT 4.60 MI (7.40 KM) NORTH - NORTHWEST OF SOMERVILLE. TO REACH THE
 AA3109'STATION FROM EXIT 334 ON I - 65 (MILE POST 34.60 ON ALA 67) IN
 AA3109'PRICEVILLE, DRIVE SOUTHEAST ON ALA 67 0.85 MI (1.37 KM) TO MILE POST
 AA3109'33.75 AND BETHEL ROAD (MORGAN COUNTY ROAD NO. 45) LEFT AND RIGHT AT A
 AA3109'TRAFFIC LIGHT IN PRICEVILLE, TURN LEFT ON BETHEL ROAD AND DRIVE NORTH
 AA3109'1.35 MI (2.17 KM) TO A PAVED CROSS ROAD WITH RIVER ROAD LEFT AND
 AA3109'RIGHT, TURN RIGHT ON RIVER ROAD AND DRIVE EAST 4.25 MI (6.84 KM) TO
 AA3109'THE STATION ON THE RIGHT. THE STATION IS 35.7 FT (10.9 M) SOUTH OF THE
 AA3109'CENTERLINE OF RIVER ROAD, 110.7 FT (33.7 M) WEST OF TELEPHONE CABLE
 AA3109'PEDESTAL NO. TAP TRUNK, 110.8 FT (33.8 M) WEST OF JUNCTION POWER AND
 AA3109'CABLE POLE NO. I 18 ET 5, 123.4 FT (37.6 M) WEST OF THE WEST END OF AN
 AA3109'EIGHTEEN INCH CONCRETE PIPE UNDER A PAVED DRIVEWAY, 136.4 FT (41.6 M)
 AA3109'WEST OF THE CENTER OF A PAVED DRIVEWAY, 155.7 FT (47.5 M) WEST OF
 AA3109'TELEPHONE CABLE PEDESTAL NO. R 91, 163.2 FT (49.7 M) WEST OF A FIRE
 AA3109'HYDRANT, 196.7 FT (60.0 M) EAST OF TELEPHONE CABLE PEDESTAL NO. P 90,
 AA3109'197.1 FT (60.1 M) EAST OF A BURIED CABLE WARNING SIGN, 1.6 FT (0.5 M)
 AA3109'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA3109'STATION 52 - 20 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3110 ***********************************************************************
 AA3110  DESIGNATION -  52 22
 AA3110  PID         -  AA3110
 AA3110  STATE/COUNTY-  AL/MORGAN
 AA3110  USGS QUAD   -  SOMERVILLE (1983)
 AA3110
 AA3110                         *CURRENT SURVEY CONTROL
 AA3110  ___________________________________________________________________
 AA3110* NAD 83(1992)-  34 25 58.52859(N)    086 50 11.71244(W)     ADJUSTED  
 AA3110* NAVD 88     -       197.9    (meters)     649.     (feet)  VERTCON   
 AA3110  ___________________________________________________________________
 AA3110  X           -     290,620.330 (meters)                     COMP
 AA3110  Y           -  -5,258,369.376 (meters)                     COMP
 AA3110  Z           -   3,586,253.398 (meters)                     COMP
 AA3110  LAPLACE CORR-          -5.05  (seconds)                    DEFLEC99
 AA3110  ELLIP HEIGHT-         169.82  (meters)          (07/29/02) GPS OBS
 AA3110  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AA3110
 AA3110  HORZ ORDER  -  FIRST
 AA3110  ELLP ORDER  -  FOURTH    CLASS I
 AA3110
 AA3110.The horizontal coordinates were established by GPS observations
 AA3110.and adjusted by the National Geodetic Survey in March 1995..
 AA3110
 AA3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3110
 AA3110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3110
 AA3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3110
 AA3110.The ellipsoidal height was determined by GPS observations
 AA3110.and is referenced to NAD 83.
 AA3110
 AA3110.The geoid height was determined by GEOID03.
 AA3110
 AA3110;                    North         East     Units Scale Factor Converg.
 AA3110;SPC AL W     -   491,737.603   660,973.044   MT  0.99997914   +0 22 30.5
 AA3110;UTM  16      - 3,810,171.601   515,013.876   MT  0.99960278   +0 05 32.6
 AA3110
 AA3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3110!SPC AL W     -   0.99997334  x   0.99997914  =   0.99995248
 AA3110!UTM  16      -   0.99997334  x   0.99960278  =   0.99957613
 AA3110
 AA3110:                Primary Azimuth Mark                     Grid Az
 AA3110:SPC AL W     -  52 23                                    092 12 33.1
 AA3110:UTM  16      -  52 23                                    092 29 31.0
 AA3110
 AA3110|---------------------------------------------------------------------|
 AA3110| PID    Reference Object                     Distance      Geod. Az  |
 AA3110|                                                           dddmmss.s |
 AA3110| AA3111 52 23                               477.623 METERS 0923503.6 |
 AA3110|---------------------------------------------------------------------|
 AA3110
 AA3110                          SUPERSEDED SURVEY CONTROL
 AA3110
 AA3110  ELLIP H (03/30/95)  169.87   (m)                       GP(       ) 4 2
 AA3110  NGVD 29 (03/30/95)  197.8    (m)          649.     (f) GPS OBS        
 AA3110
 AA3110.Superseded values are not recommended for survey control.
 AA3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3110.See file dsdata.txt to determine how the superseded data were derived.
 AA3110
 AA3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1501410172(NAD 83)
 AA3110_MARKER: DD = SURVEY DISK
 AA3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3110_SP_SET: CONCRETE POST
 AA3110_STAMPING: 52-22 1993
 AA3110_MARK LOGO: ALHD  
 AA3110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3110+STABILITY: SURFACE MOTION
 AA3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3110+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 AA3110
 AA3110  HISTORY     - Date     Condition        Report By
 AA3110  HISTORY     - 1993     MONUMENTED       ALHD
 AA3110  HISTORY     - 20010706 GOOD             NASA
 AA3110  HISTORY     - 20060610 GOOD             GEOCAC
 AA3110
 AA3110                          STATION DESCRIPTION
 AA3110
 AA3110'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3110'THE STATION IS LOCATED IN MORGAN COUNTY ON THE NORTH RIGHT OF WAY OF
 AA3110'COMMUNITY LANE, ABOUT 6.00 MI (9.66 KM) EAST OF HARTSELLE AND ABOUT
 AA3110'6.05 MI (9.74 KM) NORTHEAST OF FALKVILLE. TO REACH THE STATION FROM
 AA3110'EXIT 328 ON I-65 (MILE POST 23.65 ON ALA 36) , DRIVE EAST ON ALA 36
 AA3110'FOR 3.95 MI (6.36 KM) TO MILE POST 27.60 AND GUM SPRINGS CUT OFF ROAD
 AA3110'ON THE RIGHT, TURN RIGHT ON GUM SPRINGS CUT OFF ROAD AND DRIVE SOUTH
 AA3110'FOR 1.00 MI (1.61 KM) TO COMMUNITY LANE, TURN RIGHT ON COMMUNITY LANE
 AA3110'AND DRIVE WEST FOR 200 FT (61.0 M) TO THE STATION ON THE RIGHT. THE
 AA3110'STATION IS 2.0 FT (0.6 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON
 AA3110'RED TOP STEEL POSTS, 22.6 FT (6.9 M) NORTH OF THE CENTERLINE OF
 AA3110'COMMUNITY LANE, 59.3 FT (18.1 M) NORTHWEST OF THE WEST END OF A
 AA3110'TWELVE-INCH CORREGATED METAL PIPE UNDER A DRIVEWAY ACROSS THE ROAD,
 AA3110'111.3 FT (33.9 M) WEST OF A JUNCTION POWER AND CABLE POLE IN A FIELD,
 AA3110'111.6 FT (34.0 M) WEST OF TELEPHONE CABLE PEDESTAL NO. PED 24 IN A
 AA3110'FIELD, 200.0 FT (61.0 M) WEST OF THE CENTER OF GUM SPRINGS CUT OFF
 AA3110'ROAD, 2.2 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA3110'WITH THE GROUND. STATION 52-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA3110'STATION.
 AA3110
 AA3110                          STATION RECOVERY (2001)
 AA3110
 AA3110'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2001 (BQK)
 AA3110'RECOVERED IN GOOD CONDITION.
 AA3110
 AA3110                          STATION RECOVERY (2006)
 AA3110
 AA3110'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA3110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3111 ***********************************************************************
 AA3111  DESIGNATION -  52 23
 AA3111  PID         -  AA3111
 AA3111  STATE/COUNTY-  AL/MORGAN
 AA3111  USGS QUAD   -  SOMERVILLE (1983)
 AA3111
 AA3111                         *CURRENT SURVEY CONTROL
 AA3111  ___________________________________________________________________
 AA3111* NAD 83(1992)-  34 25 57.82929(N)    086 49 53.02432(W)     ADJUSTED  
 AA3111* NAVD 88     -       196.8    (meters)     646.     (feet)  VERTCON   
 AA3111  ___________________________________________________________________
 AA3111  X           -     291,097.374 (meters)                     COMP
 AA3111  Y           -  -5,258,354.292 (meters)                     COMP
 AA3111  Z           -   3,586,235.009 (meters)                     COMP
 AA3111  LAPLACE CORR-          -5.03  (seconds)                    DEFLEC99
 AA3111  ELLIP HEIGHT-         168.73  (meters)          (07/29/02) GPS OBS
 AA3111  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AA3111
 AA3111  HORZ ORDER  -  FIRST
 AA3111  ELLP ORDER  -  FOURTH    CLASS I
 AA3111
 AA3111.The horizontal coordinates were established by GPS observations
 AA3111.and adjusted by the National Geodetic Survey in March 1995..
 AA3111
 AA3111.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3111
 AA3111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3111
 AA3111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3111
 AA3111.The ellipsoidal height was determined by GPS observations
 AA3111.and is referenced to NAD 83.
 AA3111
 AA3111.The geoid height was determined by GEOID03.
 AA3111
 AA3111;                    North         East     Units Scale Factor Converg.
 AA3111;SPC AL W     -   491,719.192   661,450.302   MT  0.99997986   +0 22 41.0
 AA3111;UTM  16      - 3,810,150.843   515,490.857   MT  0.99960296   +0 05 43.2
 AA3111
 AA3111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3111!SPC AL W     -   0.99997351  x   0.99997986  =   0.99995337
 AA3111!UTM  16      -   0.99997351  x   0.99960296  =   0.99957648
 AA3111
 AA3111:                Primary Azimuth Mark                     Grid Az
 AA3111:SPC AL W     -  52 22                                    272 12 33.2
 AA3111:UTM  16      -  52 22                                    272 29 31.0
 AA3111
 AA3111|---------------------------------------------------------------------|
 AA3111| PID    Reference Object                     Distance      Geod. Az  |
 AA3111|                                                           dddmmss.s |
 AA3111| AA3110 52 22                               477.623 METERS 2723514.2 |
 AA3111|---------------------------------------------------------------------|
 AA3111
 AA3111                          SUPERSEDED SURVEY CONTROL
 AA3111
 AA3111  ELLIP H (03/30/95)  168.77   (m)                       GP(       ) 4 2
 AA3111  NGVD 29 (03/30/95)  196.8    (m)          646.     (f) GPS OBS        
 AA3111
 AA3111.Superseded values are not recommended for survey control.
 AA3111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3111.See file dsdata.txt to determine how the superseded data were derived.
 AA3111
 AA3111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED1549110151(NAD 83)
 AA3111_MARKER: DD = SURVEY DISK
 AA3111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3111_SP_SET: CONCRETE POST
 AA3111_STAMPING: 52-23 1993
 AA3111_MARK LOGO: ALHD  
 AA3111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3111+STABILITY: SURFACE MOTION
 AA3111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3111+SATELLITE: SATELLITE OBSERVATIONS - June 10, 2006
 AA3111
 AA3111  HISTORY     - Date     Condition        Report By
 AA3111  HISTORY     - 1993     MONUMENTED       ALHD
 AA3111  HISTORY     - 20010706 GOOD             NASA
 AA3111  HISTORY     - 20060610 GOOD             GEOCAC
 AA3111
 AA3111                          STATION DESCRIPTION
 AA3111
 AA3111'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3111'THE STATION IS LOCATED IN MORGAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA3111'COMMUNITY LANE, ABOUT 6.30 MI (10.14 KM) EAST OF HARTSELLE AND ABOUT
 AA3111'6.20 MI (9.98 KM) NORTHEAST OF FALKVILLE. TO REACH THE STATION FROM
 AA3111'EXIT 328 ON I-65 (MILE POST 23.65 ON ALA 36) , DRIVE EAST ON ALA 36
 AA3111'FOR 3.95 MI (6.36 KM) TO MILE POST 27.60 AND GUM SPRINGS CUT OFF ROAD
 AA3111'ON THE RIGHT, TURN RIGHT ON GUM SPRINGS CUT OFF ROAD AND DRIVE SOUTH
 AA3111'FOR 1.00 MI (1.61 KM) TO COMMUNITY LANE, TURN LEFT ON COMMUNITY LANE
 AA3111'AND DRIVE EAST FOR 0.30 MI (0.48 KM) TO THE STATION ON THE RIGHT. THE
 AA3111'STATION IF 2.2 FT (0.7 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON
 AA3111'RUSTY STEEL POSTS, 23.7 FT (7.2 M) SOUTH OF THE CENTERLINE OF
 AA3111'COMMUNITY LANE, 31.3 FT (9.5 M) WEST OF THE NORTHWEST CORNER OF A HOG
 AA3111'WIRE FENCE, 37.3 FT (11.4 M) EAST OF A SIX-INCH WOOD POST IN THE FENCE
 AA3111'LINE, 39.0 FT (11.9 M) NORTHWEST OF THE NORTHWEST CORNER OF A RED
 AA3111'METAL BARN, 52.6 FT (16.0 M) SOUTH-SOUTHEAST OF A FENCE JUNCTION POST
 AA3111'WITH A BIRD HOUSE ACROSS THE ROAD, 55.3 FT (16.9 M) SOUTH-SOUTHWEST OF
 AA3111'THE SOUTHEAST CORNER OF THE FENCE ACROSS THE ROAD, 83.1 FT (25.3 M)
 AA3111'WEST OF THE WEST POST OF A PIPE GATE, 2.4 FT (0.7 M) NORTH OF A
 AA3111'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 52-22
 AA3111'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3111
 AA3111                          STATION RECOVERY (2001)
 AA3111
 AA3111'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2001 (BQK)
 AA3111'RECOVERED IN GOOD CONDITION.
 AA3111
 AA3111                          STATION RECOVERY (2006)
 AA3111
 AA3111'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA3111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7717 ***********************************************************************
 AA7717  DESIGNATION -  52 24
 AA7717  PID         -  AA7717
 AA7717  STATE/COUNTY-  AL/MORGAN
 AA7717  USGS QUAD   -  TRINITY (1974)
 AA7717
 AA7717                         *CURRENT SURVEY CONTROL
 AA7717  ___________________________________________________________________
 AA7717* NAD 83(1992)-  34 32 00.38137(N)    087 02 30.92604(W)     ADJUSTED  
 AA7717* NAVD 88     -       185.5    (meters)     609.     (feet)  VERTCON   
 AA7717  ___________________________________________________________________
 AA7717  X           -     271,447.237 (meters)                     COMP
 AA7717  Y           -  -5,253,062.993 (meters)                     COMP
 AA7717  Z           -   3,595,438.103 (meters)                     COMP
 AA7717  LAPLACE CORR-          -5.47  (seconds)                    DEFLEC99
 AA7717  ELLIP HEIGHT-         158.23  (meters)          (07/29/02) GPS OBS
 AA7717  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7717
 AA7717  HORZ ORDER  -  FIRST
 AA7717  ELLP ORDER  -  FOURTH    CLASS I
 AA7717
 AA7717.The horizontal coordinates were established by GPS observations
 AA7717.and adjusted by the National Geodetic Survey in August 1995..
 AA7717
 AA7717.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7717.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7717
 AA7717.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7717
 AA7717.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7717
 AA7717.The ellipsoidal height was determined by GPS observations
 AA7717.and is referenced to NAD 83.
 AA7717
 AA7717.The geoid height was determined by GEOID03.
 AA7717
 AA7717;                    North         East     Units Scale Factor Converg.
 AA7717;SPC AL W     -   502,782.754   642,050.253   MT  0.99995512   +0 15 34.9
 AA7717;UTM  16      - 3,821,306.039   496,152.787   MT  0.99960018   -0 01 25.6
 AA7717
 AA7717!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7717!SPC AL W     -   0.99997516  x   0.99995512  =   0.99993028
 AA7717!UTM  16      -   0.99997516  x   0.99960018  =   0.99957535
 AA7717
 AA7717:                Primary Azimuth Mark                     Grid Az
 AA7717:SPC AL W     -  52 25                                    358 46 08.6
 AA7717:UTM  16      -  52 25                                    359 03 09.1
 AA7717
 AA7717|---------------------------------------------------------------------|
 AA7717| PID    Reference Object                     Distance      Geod. Az  |
 AA7717|                                                           dddmmss.s |
 AA7717| AA7718 52 25                               436.761 METERS 3590143.5 |
 AA7717|---------------------------------------------------------------------|
 AA7717
 AA7717                          SUPERSEDED SURVEY CONTROL
 AA7717
 AA7717  ELLIP H (10/10/95)  158.29   (m)                       GP(       ) 4 2
 AA7717  NGVD 29 (08/31/95)  185.5    (m)          609.     (f) GPS OBS        
 AA7717
 AA7717.Superseded values are not recommended for survey control.
 AA7717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7717.See file dsdata.txt to determine how the superseded data were derived.
 AA7717
 AA7717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9615321306(NAD 83)
 AA7717_MARKER: DD = SURVEY DISK
 AA7717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7717_STAMPING: 52-24 1993
 AA7717_MARK LOGO: ALHD  
 AA7717_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7717+STABILITY: SURFACE MOTION
 AA7717_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7717+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7717
 AA7717  HISTORY     - Date     Condition        Report By
 AA7717  HISTORY     - 1993     MONUMENTED       ALHD
 AA7717
 AA7717                          STATION DESCRIPTION
 AA7717
 AA7717'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7717'THE STATION IS LOCATED IN MORGAN COUNTY ON THE EAST RIGHT OF WAY OF
 AA7717'SOUTH CHAPEL HILL ROAD IN DECATUR.
 AA7717' 
 AA7717'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 67 (MILE
 AA7717'POST 39.00 ON ALA 67 AND MILE POST 356.95 ON U.S. 31) AT A TRAFFIC
 AA7717'LIGHT IN DECATUR, DRIVE WEST AND NORTHWEST ON ALA 67 FOR 2.85 MI (4.59
 AA7717'KM) TO MILE POST 41.85 AND DANVILLE ROAD LEFT AND RIGHT AT A TRAFFIC
 AA7717'LIGHT, TURN LEFT ON DANVILLE ROAD AND DRIVE SOUTH FOR 2.10 MI (3.38
 AA7717'KM) TO CHAPEL HILL ROAD ON THE RIGHT, TURN RIGHT ON CHAPEL HILL ROAD
 AA7717'AND DRIVE WEST AND SOUTHWEST FOR 1.55 MI (2.49 KM) TO SOUTH CHAPEL
 AA7717'HILL ROAD ON THE LEFT, TURN LEFT ON SOUTH CHAPEL HILL ROAD AND DRIVE
 AA7717'SOUTH FOR 0.30 MI (0.48 KM) TO THE STATION ON THE LEFT.
 AA7717' 
 AA7717'THE STATION IS 28.0 FT (8.5 M) EAST OF THE CENTER OF SOUTH CHAPEL HILL
 AA7717'ROAD, 77.2 FT (23.5 M) SOUTH OF POWER AND CABLE POLE NO. 8, 77.4 FT
 AA7717'(23.6 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. P 8, 97.2 FT (29.6 M)
 AA7717'SOUTHEAST OF POWER POLE NO. I 12 SS 10 ACROSS THE ROAD, 1.9 FT (0.6 M)
 AA7717'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7717' 
 AA7717'STATION 52-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7718 ***********************************************************************
 AA7718  DESIGNATION -  52 25
 AA7718  PID         -  AA7718
 AA7718  STATE/COUNTY-  AL/MORGAN
 AA7718  USGS QUAD   -  TRINITY (1974)
 AA7718
 AA7718                         *CURRENT SURVEY CONTROL
 AA7718  ___________________________________________________________________
 AA7718* NAD 83(1992)-  34 32 14.55324(N)    087 02 31.21637(W)     ADJUSTED  
 AA7718* NAVD 88     -       191.2    (meters)     627.     (feet)  VERTCON   
 AA7718  ___________________________________________________________________
 AA7718  X           -     271,427.306 (meters)                     COMP
 AA7718  Y           -  -5,252,820.759 (meters)                     COMP
 AA7718  Z           -   3,595,801.046 (meters)                     COMP
 AA7718  LAPLACE CORR-          -5.44  (seconds)                    DEFLEC99
 AA7718  ELLIP HEIGHT-         163.86  (meters)          (07/29/02) GPS OBS
 AA7718  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA7718
 AA7718  HORZ ORDER  -  FIRST
 AA7718  ELLP ORDER  -  FOURTH    CLASS I
 AA7718
 AA7718.The horizontal coordinates were established by GPS observations
 AA7718.and adjusted by the National Geodetic Survey in August 1995..
 AA7718
 AA7718.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7718.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7718
 AA7718.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7718
 AA7718.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7718
 AA7718.The ellipsoidal height was determined by GPS observations
 AA7718.and is referenced to NAD 83.
 AA7718
 AA7718.The geoid height was determined by GEOID03.
 AA7718
 AA7718;                    North         East     Units Scale Factor Converg.
 AA7718;SPC AL W     -   503,219.395   642,040.871   MT  0.99995511   +0 15 34.8
 AA7718;UTM  16      - 3,821,742.566   496,145.568   MT  0.99960018   -0 01 25.7
 AA7718
 AA7718!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7718!SPC AL W     -   0.99997428  x   0.99995511  =   0.99992939
 AA7718!UTM  16      -   0.99997428  x   0.99960018  =   0.99957447
 AA7718
 AA7718:                Primary Azimuth Mark                     Grid Az
 AA7718:SPC AL W     -  52 24                                    178 46 08.6
 AA7718:UTM  16      -  52 24                                    179 03 09.1
 AA7718
 AA7718|---------------------------------------------------------------------|
 AA7718| PID    Reference Object                     Distance      Geod. Az  |
 AA7718|                                                           dddmmss.s |
 AA7718| AA7717 52 24                               436.761 METERS 1790143.4 |
 AA7718|---------------------------------------------------------------------|
 AA7718
 AA7718                          SUPERSEDED SURVEY CONTROL
 AA7718
 AA7718  ELLIP H (10/10/95)  163.91   (m)                       GP(       ) 4 2
 AA7718  NGVD 29 (08/31/95)  191.1    (m)          627.     (f) GPS OBS        
 AA7718
 AA7718.Superseded values are not recommended for survey control.
 AA7718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7718.See file dsdata.txt to determine how the superseded data were derived.
 AA7718
 AA7718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9614621743(NAD 83)
 AA7718_MARKER: DD = SURVEY DISK
 AA7718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7718_STAMPING: 52-25 1993
 AA7718_MARK LOGO: ALHD  
 AA7718_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7718+STABILITY: SURFACE MOTION
 AA7718_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7718+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7718
 AA7718  HISTORY     - Date     Condition        Report By
 AA7718  HISTORY     - 1993     MONUMENTED       ALHD
 AA7718
 AA7718                          STATION DESCRIPTION
 AA7718
 AA7718'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7718'THE STATION IS LOCATED IN MORGAN COUNTY ON THE WEST RIGHT OF WAY OF
 AA7718'SOUTH CHAPEL HILL ROAD IN DECATUR.
 AA7718' 
 AA7718'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 67 (MILE
 AA7718'POST 39.00 ON ALA 67 AND MILE POST 356.95 ON U.S. 31) AT A TRAFFIC
 AA7718'LIGHT IN DECATUR, DRIVE WEST AND NORTHWEST ON ALA 67 FOR 2.85 MI (4.59
 AA7718'KM) TO MILE POST 41.85 AND DANVILLE ROAD LEFT AND RIGHT AT A TRAFFIC
 AA7718'LIGHT, TURN LEFT ON DANVILLE ROAD AND DRIVE SOUTH FOR 2.10 MI (3.38
 AA7718'KM) TO CHAPEL HILL ROAD ON THE RIGHT, TURN RIGHT ON CHAPEL HILL ROAD
 AA7718'AND DRIVE WEST AND SOUTHWEST FOR 1.55 MI (2.49 KM) TO SOUTH CHAPEL
 AA7718'HILL ROAD ON THE LEFT, TURN LEFT ON SOUTH CHAPEL HILL ROAD AND DRIVE
 AA7718'SOUTH FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 AA7718' 
 AA7718'THE STATION IS 2.4 FT (0.7 M) EAST OF A FOUR STRAND BARBED WIRE FENCE
 AA7718'ON RUSTY STEEL POSTS, 5.0 FT (1.5 M) SOUTH OF A LEANING CONCRETE RIGHT
 AA7718'OF WAY MARKER, 34.3 FT (10.5 M) WEST OF THE CENTER OF SOUTH CHAPEL
 AA7718'HILL ROAD, 60.7 FT (18.5 M) NORTH OF JUNCTION POWER POLE NO. 1, 102.4
 AA7718'FT (31.2 M) SOUTH OF THE SOUTH END OF A THIRTY-INCH CONCRETE PIPE
 AA7718'UNDER CHAPEL HILL ROAD, 105.6 FT (32.2 M) SOUTH-SOUTHWEST OF A LOAD
 AA7718'LIMIT 5 TONS SIGN, 130.9 FT (39.9 M) SOUTH OF THE SOUTH LEG OF A
 AA7718'MACEDONIA BAPTIST CHURCH DIRECTIONAL SIGN, 132.0 FT (40.2 M) SOUTH OF
 AA7718'THE NORTHEAST CORNER OF THE FENCE AND THE JUNCTION OF A RED BOARD
 AA7718'FENCE, 134.3 FT (40.9 M) SOUTH OF A JUNCTION POWER POLE WITH A CHAPEL
 AA7718'HILL RD SW AND A S CHAPEL HILL RD SW SIGN, 157.3 FT (47.9 M)
 AA7718'SOUTH-SOUTHWEST OF A TRANSFORMER POWER POLE ACROSS THE ROAD, 2.6 FT
 AA7718'(0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7718'GROUND.
 AA7718' 
 AA7718'STATION 52-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7719 ***********************************************************************
 AA7719  DESIGNATION -  52 26
 AA7719  PID         -  AA7719
 AA7719  STATE/COUNTY-  AL/MORGAN
 AA7719  USGS QUAD   -  MASSEY (1988)
 AA7719
 AA7719                         *CURRENT SURVEY CONTROL
 AA7719  ___________________________________________________________________
 AA7719* NAD 83(1992)-  34 20 31.68323(N)    087 06 06.34804(W)     ADJUSTED  
 AA7719* NAVD 88     -       194.9    (meters)     639.     (feet)  VERTCON   
 AA7719  ___________________________________________________________________
 AA7719  X           -     266,568.030 (meters)                     COMP
 AA7719  Y           -  -5,265,337.519 (meters)                     COMP
 AA7719  Z           -   3,577,940.849 (meters)                     COMP
 AA7719  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 AA7719  ELLIP HEIGHT-         167.86  (meters)          (07/29/02) GPS OBS
 AA7719  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AA7719
 AA7719  HORZ ORDER  -  FIRST
 AA7719  ELLP ORDER  -  FOURTH    CLASS I
 AA7719
 AA7719.The horizontal coordinates were established by GPS observations
 AA7719.and adjusted by the National Geodetic Survey in August 1995..
 AA7719
 AA7719.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7719
 AA7719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7719
 AA7719.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7719
 AA7719.The ellipsoidal height was determined by GPS observations
 AA7719.and is referenced to NAD 83.
 AA7719
 AA7719.The geoid height was determined by GEOID03.
 AA7719
 AA7719;                    North         East     Units Scale Factor Converg.
 AA7719;SPC AL W     -   481,539.183   636,640.516   MT  0.99994988   +0 13 28.8
 AA7719;UTM  16      - 3,800,096.890   490,640.218   MT  0.99960108   -0 03 26.7
 AA7719
 AA7719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7719!SPC AL W     -   0.99997365  x   0.99994988  =   0.99992353
 AA7719!UTM  16      -   0.99997365  x   0.99960108  =   0.99957474
 AA7719
 AA7719                          SUPERSEDED SURVEY CONTROL
 AA7719
 AA7719  ELLIP H (10/10/95)  167.90   (m)                       GP(       ) 4 2
 AA7719  NGVD 29 (08/31/95)  194.9    (m)          639.     (f) GPS OBS        
 AA7719
 AA7719.Superseded values are not recommended for survey control.
 AA7719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7719.See file dsdata.txt to determine how the superseded data were derived.
 AA7719
 AA7719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9064000097(NAD 83)
 AA7719_MARKER: DD = SURVEY DISK
 AA7719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7719_STAMPING: 52-26 1993
 AA7719_MARK LOGO: ALHD  
 AA7719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7719+STABILITY: SURFACE MOTION
 AA7719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7719+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2006
 AA7719
 AA7719  HISTORY     - Date     Condition        Report By
 AA7719  HISTORY     - 1993     MONUMENTED       ALHD
 AA7719  HISTORY     - 20060525 GOOD             INDIV
 AA7719
 AA7719                          STATION DESCRIPTION
 AA7719
 AA7719'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7719'THE STATION IS LOCATED IN MORGAN COUNTY ON THE EAST RIGHT OF WAY OF
 AA7719'MORGAN COUNTY ROAD NO. 41, ABOUT 11.05 MI (17.78 KM) WEST-SOUTHWEST OF
 AA7719'FALKVILLE AND ABOUT 11.35 MI (18.27 KM) SOUTHWEST OF HARTSELLE.
 AA7719' 
 AA7719'TO REACH THE STATION FROM THE JUNCTION OF ALA 36 AND ALA 157 (MILE
 AA7719'POST 24.05 ON ALA 157 AND MILE POST 8.00 ON ALA 36) AT A CAUTION LIGHT
 AA7719'AT SPEAKE, DRIVE SOUTHEAST ON ALA 157 FOR 4.60 MI (7.40 KM) TO MILE
 AA7719'POST 19.45 AND MORGAN COUNTY ROAD NO. 41 LEFT AND RIGHT, TURN RIGHT ON
 AA7719'MORGAN COUNTY ROAD NO. 41 AND DRIVE SOUTH FOR 2.80 MI (4.51 KM) TO THE
 AA7719'STATION ON THE LEFT.
 AA7719' 
 AA7719'THE STATION IS 4.8 FT (1.5 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 AA7719'ON OLD WOOD POSTS, 44.1 FT (13.4 M) EAST OF THE CENTERLINE OF MORGAN
 AA7719'COUNTY ROAD NO. 41, 69.1 FT (21.1 M) EAST-SOUTHEAST OF THE SOUTH END
 AA7719'OF AN EIGHTEEN-INCH CORREGATED METAL PIPE UNDER A DRIVEWAY ACROSS THE
 AA7719'ROAD, 73.8 FT (22.5 M) SOUTHEAST OF THE NORTH END OF AN EIGHTEEN-INCH
 AA7719'CORREGATED METAL PIPE UNDER A DRIVEWAY ACROSS THE ROAD, 177.7 FT (54.2
 AA7719'M) NORTH-NORTHEAST OF THE NORTH POST OF A RED PIPE GATE, 251.6 FT
 AA7719'(76.7 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 3 RE, 5.1 FT
 AA7719'(1.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7719'GROUND.
 AA7719' 
 AA7719'STATION 52-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7719
 AA7719                          STATION RECOVERY (2006)
 AA7719
 AA7719'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RSE)
 AA7719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7720 ***********************************************************************
 AA7720  DESIGNATION -  52 27
 AA7720  PID         -  AA7720
 AA7720  STATE/COUNTY-  AL/MORGAN
 AA7720  USGS QUAD   -  MASSEY (1988)
 AA7720
 AA7720                         *CURRENT SURVEY CONTROL
 AA7720  ___________________________________________________________________
 AA7720* NAD 83(1992)-  34 20 56.95249(N)    087 06 05.32533(W)     ADJUSTED  
 AA7720* NAVD 88     -       193.7    (meters)     635.     (feet)  VERTCON   
 AA7720  ___________________________________________________________________
 AA7720  X           -     266,571.873 (meters)                     COMP
 AA7720  Y           -  -5,264,896.481 (meters)                     COMP
 AA7720  Z           -   3,578,583.079 (meters)                     COMP
 AA7720  LAPLACE CORR-          -6.10  (seconds)                    DEFLEC99
 AA7720  ELLIP HEIGHT-         166.68  (meters)          (07/29/02) GPS OBS
 AA7720  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AA7720
 AA7720  HORZ ORDER  -  FIRST
 AA7720  ELLP ORDER  -  FOURTH    CLASS I
 AA7720
 AA7720.The horizontal coordinates were established by GPS observations
 AA7720.and adjusted by the National Geodetic Survey in August 1995..
 AA7720
 AA7720.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7720
 AA7720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7720
 AA7720.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7720
 AA7720.The ellipsoidal height was determined by GPS observations
 AA7720.and is referenced to NAD 83.
 AA7720
 AA7720.The geoid height was determined by GEOID03.
 AA7720
 AA7720;                    North         East     Units Scale Factor Converg.
 AA7720;SPC AL W     -   482,317.876   636,663.599   MT  0.99994990   +0 13 29.5
 AA7720;UTM  16      - 3,800,875.188   490,667.125   MT  0.99960107   -0 03 26.1
 AA7720
 AA7720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7720!SPC AL W     -   0.99997384  x   0.99994990  =   0.99992374
 AA7720!UTM  16      -   0.99997384  x   0.99960107  =   0.99957492
 AA7720
 AA7720                          SUPERSEDED SURVEY CONTROL
 AA7720
 AA7720  ELLIP H (10/10/95)  166.72   (m)                       GP(       ) 4 2
 AA7720  NGVD 29 (08/31/95)  193.7    (m)          635.     (f) GPS OBS        
 AA7720
 AA7720.Superseded values are not recommended for survey control.
 AA7720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7720.See file dsdata.txt to determine how the superseded data were derived.
 AA7720
 AA7720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9066700875(NAD 83)
 AA7720_MARKER: DD = SURVEY DISK
 AA7720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7720_STAMPING: 52-27 1993
 AA7720_MARK LOGO: ALHD  
 AA7720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7720+STABILITY: SURFACE MOTION
 AA7720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7720+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7720
 AA7720  HISTORY     - Date     Condition        Report By
 AA7720  HISTORY     - 1993     MONUMENTED       ALHD
 AA7720
 AA7720                          STATION DESCRIPTION
 AA7720
 AA7720'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7720'THE STATION IS LOCATED IN MORGAN COUNTY ON THE EAST RIGHT OF WAY OF
 AA7720'MORGAN COUNTY ROAD NO. 41, ABOUT 11.00 MI (17.70 KM) WEST-SOUTHWEST OF
 AA7720'FALKVILLE AND ABOUT 11.05 MI (17.78 KM) SOUTHWEST OF HARTSELLE.
 AA7720' 
 AA7720'TO REACH THE STATION FROM THE JUNCTION OF ALA 36 AND ALA 157 (MILE
 AA7720'POST 24.05 ON ALA 157 AND MILE POST 8.00 ON ALA 36) AT A CAUTION LIGHT
 AA7720'AT SPEAKE, DRIVE SOUTHEAST ON ALA 157 FOR 4.60 MI (7.40 KM) TO MILE
 AA7720'POST 19.45 AND MORGAN COUNTY ROAD NO. 41 LEFT AND RIGHT, TURN RIGHT ON
 AA7720'MORGAN COUNTY ROAD NO. 41 AND DRIVE SOUTH FOR 2.30 MI (3.70 KM) TO THE
 AA7720'STATION ON THE LEFT.
 AA7720' 
 AA7720'THE STATION IS 5.1 FT (1.6 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND
 AA7720'OF BARBED WIRE ON RUSTY, RED TOP STEEL POSTS, 43.9 FT (13.4 M) EAST OF
 AA7720'THE CENTERLINE OF MORGAN COUNTY ROAD NO. 41, 55.7 FT (17.0 M) SOUTH OF
 AA7720'TELEPHONE CABLE PEDESTAL NO. 3 RE, 75.8 FT (23.1 M) NORTH OF TELEPHONE
 AA7720'CABLE PEDESTAL NO. 3 12, 75.9 FT (23.1 M) NORTH OF A JUNCTION POWER
 AA7720'POLE, 4.6 FT (1.4 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7720'WITH THE GROUND.
 AA7720' 
 AA7720'STATION 52-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7721 ***********************************************************************
 AA7721  DESIGNATION -  52 28
 AA7721  PID         -  AA7721
 AA7721  STATE/COUNTY-  AL/MORGAN
 AA7721  USGS QUAD   -  DANVILLE (1989)
 AA7721
 AA7721                         *CURRENT SURVEY CONTROL
 AA7721  ___________________________________________________________________
 AA7721* NAD 83(1992)-  34 25 36.24740(N)    087 03 38.26385(W)     ADJUSTED  
 AA7721* NAVD 88     -       180.5    (meters)     592.     (feet)  VERTCON   
 AA7721  ___________________________________________________________________
 AA7721  X           -     270,075.717 (meters)                     COMP
 AA7721  Y           -  -5,259,839.669 (meters)                     COMP
 AA7721  Z           -   3,585,677.758 (meters)                     COMP
 AA7721  LAPLACE CORR-          -6.16  (seconds)                    DEFLEC99
 AA7721  ELLIP HEIGHT-         153.32  (meters)          (07/29/02) GPS OBS
 AA7721  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AA7721
 AA7721  HORZ ORDER  -  FIRST
 AA7721  ELLP ORDER  -  FOURTH    CLASS I
 AA7721
 AA7721.The horizontal coordinates were established by GPS observations
 AA7721.and adjusted by the National Geodetic Survey in August 1995..
 AA7721
 AA7721.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7721
 AA7721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7721
 AA7721.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7721
 AA7721.The ellipsoidal height was determined by GPS observations
 AA7721.and is referenced to NAD 83.
 AA7721
 AA7721.The geoid height was determined by GEOID03.
 AA7721
 AA7721;                    North         East     Units Scale Factor Converg.
 AA7721;SPC AL W     -   490,939.016   640,384.558   MT  0.99995343   +0 14 54.2
 AA7721;UTM  16      - 3,809,474.865   494,429.210   MT  0.99960038   -0 02 03.4
 AA7721
 AA7721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7721!SPC AL W     -   0.99997593  x   0.99995343  =   0.99992936
 AA7721!UTM  16      -   0.99997593  x   0.99960038  =   0.99957632
 AA7721
 AA7721:                Primary Azimuth Mark                     Grid Az
 AA7721:SPC AL W     -  52 29                                    002 23 50.8
 AA7721:UTM  16      -  52 29                                    002 40 48.4
 AA7721
 AA7721|---------------------------------------------------------------------|
 AA7721| PID    Reference Object                     Distance      Geod. Az  |
 AA7721|                                                           dddmmss.s |
 AA7721| AA7722 52 29                               APPROX. 0.6 KM 0023845.0 |
 AA7721|---------------------------------------------------------------------|
 AA7721
 AA7721                          SUPERSEDED SURVEY CONTROL
 AA7721
 AA7721  ELLIP H (10/10/95)  153.37   (m)                       GP(       ) 4 2
 AA7721  NGVD 29 (08/31/95)  180.5    (m)          592.     (f) GPS OBS        
 AA7721
 AA7721.Superseded values are not recommended for survey control.
 AA7721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7721.See file dsdata.txt to determine how the superseded data were derived.
 AA7721
 AA7721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9442909475(NAD 83)
 AA7721_MARKER: DD = SURVEY DISK
 AA7721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7721_STAMPING: 52-28 1993
 AA7721_MARK LOGO: ALHD  
 AA7721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7721+STABILITY: SURFACE MOTION
 AA7721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7721+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7721
 AA7721  HISTORY     - Date     Condition        Report By
 AA7721  HISTORY     - 1993     MONUMENTED       ALHD
 AA7721
 AA7721                          STATION DESCRIPTION
 AA7721
 AA7721'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7721'THE STATION IS LOCATED IN MORGAN COUNTY ON THE WEST RIGHT OF WAY OF
 AA7721'CRAZE ROAD, ABOUT 6.85 MI (11.02 KM) WEST-SOUTHWEST OF HARTSELLE AND
 AA7721'ABOUT 9.50 MI (15.29 KM) NORTHWEST OF FALKVILLE.
 AA7721' 
 AA7721'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 36 (MILE
 AA7721'POST 21.15 ON ALA 36 AND MILE POST 348.30 ON U.S. 31) AT A TRAFFIC
 AA7721'LIGHT IN HARTSELLE, DRIVE WEST, SOUTHWEST, AND WEST ON ALA 36 FOR 7.40
 AA7721'MI (11.91 KM) TO MILE POST 13.75 AND CRAZE ROAD ON THE RIGHT, TURN
 AA7721'RIGHT ON CRAZE ROAD AND DRIVE NORTH FOR 0.85 MI (1.37 KM) TO THE
 AA7721'STATION ON THE LEFT.
 AA7721' 
 AA7721'THE STATION IS 5.1 FT (1.6 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 AA7721'ON WHITE TOP, GREEN STEEL POSTS, 19.0 FT (5.8 M) WEST OF THE CENTER OF
 AA7721'CRAZE ROAD, 36.1 FT (11.0 M) SOUTH OF THE JUNCTION OF THE BARBED WIRE
 AA7721'FENCE AND A BOARD FENCE SOUTH OF A DRIVEWAY, 39.8 FT (12.1 M) WEST OF
 AA7721'THE JUNCTION OF A BARBED WIRE FENCE AND A BOARD FENCE ACROSS THE ROAD,
 AA7721'53.7 FT (16.4 M) NORTHWEST OF THE JUNCTION OF A BARBED WIRE FENCE AND
 AA7721'A BOARD FENCE ACROSS THE ROAD, 57.0 FT (17.4 M) SOUTH OF THE CENTER OF
 AA7721'A GRAVEL DRIVEWAY, 72.4 FT (22.1 M) WEST OF THE NORTH CROSS TIE POST
 AA7721'OF A PIPE GATE ACROSS THE ROAD, 75.0 FT (22.9 M) WEST-NORTHWEST OF THE
 AA7721'SOUTH CROSS TIE POST OF A PIPE GATE ACROSS THE ROAD, 89.1 FT (27.2 M)
 AA7721'NORTH OF JUNCTION POWER POLE NO. M 12 AT 4, 89.8 FT (27.4 M) NORTH OF
 AA7721'TELEPHONE CABLE PEDESTAL NO. PED 125 N 10, 5.0 FT (1.5 M) EAST OF A
 AA7721'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7721' 
 AA7721'STATION 52-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7722 ***********************************************************************
 AA7722  DESIGNATION -  52 29
 AA7722  PID         -  AA7722
 AA7722  STATE/COUNTY-  AL/MORGAN
 AA7722  USGS QUAD   -  DANVILLE (1989)
 AA7722
 AA7722                         *CURRENT SURVEY CONTROL
 AA7722  ___________________________________________________________________
 AA7722* NAD 83(1992)-  34 25 56.30399(N)    087 03 37.14526(W)     ADJUSTED  
 AA7722* NAVD 88     -       176.2    (meters)     578.     (feet)  VERTCON   
 AA7722  ___________________________________________________________________
 AA7722  X           -     270,086.139 (meters)                     COMP
 AA7722  Y           -  -5,259,485.697 (meters)                     COMP
 AA7722  Z           -   3,586,185.103 (meters)                     COMP
 AA7722  LAPLACE CORR-          -6.13  (seconds)                    DEFLEC99
 AA7722  ELLIP HEIGHT-         149.03  (meters)          (07/29/02) GPS OBS
 AA7722  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AA7722
 AA7722  HORZ ORDER  -  FIRST
 AA7722  ELLP ORDER  -  FOURTH    CLASS I
 AA7722
 AA7722.The horizontal coordinates were established by GPS observations
 AA7722.and adjusted by the National Geodetic Survey in August 1995..
 AA7722
 AA7722.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7722
 AA7722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7722
 AA7722.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7722
 AA7722.The ellipsoidal height was determined by GPS observations
 AA7722.and is referenced to NAD 83.
 AA7722
 AA7722.The geoid height was determined by GEOID03.
 AA7722
 AA7722;                    North         East     Units Scale Factor Converg.
 AA7722;SPC AL W     -   491,557.128   640,410.436   MT  0.99995345   +0 14 55.0
 AA7722;UTM  16      - 3,810,092.623   494,458.128   MT  0.99960038   -0 02 02.8
 AA7722
 AA7722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7722!SPC AL W     -   0.99997661  x   0.99995345  =   0.99993006
 AA7722!UTM  16      -   0.99997661  x   0.99960038  =   0.99957700
 AA7722
 AA7722:                Primary Azimuth Mark                     Grid Az
 AA7722:SPC AL W     -  52 28                                    182 23 50.6
 AA7722:UTM  16      -  52 28                                    182 40 48.4
 AA7722
 AA7722|---------------------------------------------------------------------|
 AA7722| PID    Reference Object                     Distance      Geod. Az  |
 AA7722|                                                           dddmmss.s |
 AA7722| AA7721 52 28                               APPROX. 0.6 KM 1823845.6 |
 AA7722|---------------------------------------------------------------------|
 AA7722
 AA7722                          SUPERSEDED SURVEY CONTROL
 AA7722
 AA7722  ELLIP H (10/10/95)  149.07   (m)                       GP(       ) 4 2
 AA7722  NGVD 29 (08/31/95)  176.2    (m)          578.     (f) GPS OBS        
 AA7722
 AA7722.Superseded values are not recommended for survey control.
 AA7722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7722.See file dsdata.txt to determine how the superseded data were derived.
 AA7722
 AA7722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9445810093(NAD 83)
 AA7722_MARKER: DD = SURVEY DISK
 AA7722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7722_STAMPING: 52-29 1993
 AA7722_MARK LOGO: ALHD  
 AA7722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7722+STABILITY: SURFACE MOTION
 AA7722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7722+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7722
 AA7722  HISTORY     - Date     Condition        Report By
 AA7722  HISTORY     - 1993     MONUMENTED       ALHD
 AA7722
 AA7722                          STATION DESCRIPTION
 AA7722
 AA7722'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7722'THE STATION IS LOCATED IN MORGAN COUNTY ON THE EAST RIGHT OF WAY OF
 AA7722'CRAZE ROAD, ABOUT 6.70 MI (10.78 KM) WEST-SOUTHWEST OF HARTSELLE AND
 AA7722'ABOUT 9.65 MI (15.53 KM) NORTHWEST OF FALKVILLE.
 AA7722' 
 AA7722'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 36 (MILE
 AA7722'POST 21.15 ON ALA 36 AND MILE POST 348.30 ON U.S. 31) AT A TRAFFIC
 AA7722'LIGHT IN HARTSELLE, DRIVE WEST, SOUTHWEST, AND WEST ON ALA 36 FOR 7.40
 AA7722'MI (11.91 KM) TO MILE POST 13.75 AND CRAZE ROAD ON THE RIGHT, TURN
 AA7722'RIGHT ON CRAZE ROAD AND DRIVE NORTH FOR 1.25 MI (2.01 KM) TO THE
 AA7722'STATION ON THE RIGHT.
 AA7722' 
 AA7722'THE STATION IS 3.0 FT (0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 AA7722'ON RED TOP, GREY STEEL POST, 27.0 FT (8.2 M) EAST OF THE CENTER OF
 AA7722'CRAZE ROAD, 37.0 FT (11.3 M) SOUTH-SOUTHEAST OF THE SOUTH END OF AN
 AA7722'EIGHTEEN-INCH CORREGATED METAL PIPE UNDER A FIELD ROAD, 37.2 FT (11.3
 AA7722'M) SOUTH OF THE NORTHWEST CORNER OF THE FENCE SOUTH OF A FIELD ROAD,
 AA7722'47.0 FT (14.3 M) SOUTH OF THE CENTER OF A FIELD ROAD, 47.5 FT (14.5 M)
 AA7722'SOUTHWEST OF THE SOUTH POST OF A DOUBLE PIPE GATE, 56.6 FT (17.3 M)
 AA7722'SOUTH OF THE SOUTHWEST CORNER OF THE FENCE NORTH OF A FIELD ROAD,
 AA7722'112.0 FT (34.1 M) NORTH OF THE NORTH ONE OF THREE CONNECTED WOOD POSTS
 AA7722'IN THE FENCE LINE, 118.9 FT (36.2 M) SOUTH-SOUTHEAST OF TELEPHONE
 AA7722'CABLE PEDESTAL NO. P 125 N 14 ACROSS THE ROAD, 119.1 FT (36.3 M)
 AA7722'SOUTH-SOUTHEAST OF AN ANGLE POWER POLE ACROSS THE ROAD, 3.1 FT (0.9 M)
 AA7722'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7722' 
 AA7722'STATION 52-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1777 ***********************************************************************
 EF1777  DESIGNATION -  52 3
 EF1777  PID         -  EF1777
 EF1777  STATE/COUNTY-  AL/MORGAN
 EF1777  USGS QUAD   -  DANVILLE (1989)
 EF1777
 EF1777                         *CURRENT SURVEY CONTROL
 EF1777  ___________________________________________________________________
 EF1777* NAD 83(1992)-  34 22 43.77146(N)    087 00 48.18554(W)     ADJUSTED  
 EF1777* NAVD 88     -       184.0    (meters)     604.     (feet)  VERTCON   
 EF1777  ___________________________________________________________________
 EF1777  X           -     274,569.293 (meters)                     COMP
 EF1777  Y           -  -5,262,616.709 (meters)                     COMP
 EF1777  Z           -   3,581,294.481 (meters)                     COMP
 EF1777  LAPLACE CORR-          -6.40  (seconds)                    DEFLEC99
 EF1777  ELLIP HEIGHT-         156.62  (meters)          (07/29/02) GPS OBS
 EF1777  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EF1777
 EF1777  HORZ ORDER  -  FIRST
 EF1777  ELLP ORDER  -  FOURTH    CLASS I
 EF1777
 EF1777.The horizontal coordinates were established by GPS observations
 EF1777.and adjusted by the National Geodetic Survey in December 1992..
 EF1777
 EF1777.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1777
 EF1777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1777
 EF1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1777
 EF1777.The ellipsoidal height was determined by GPS observations
 EF1777.and is referenced to NAD 83.
 EF1777
 EF1777.The geoid height was determined by GEOID03.
 EF1777
 EF1777;                    North         East     Units Scale Factor Converg.
 EF1777;SPC AL W     -   485,644.500   644,752.500   MT  0.99995801   +0 16 29.2
 EF1777;UTM  16      - 3,804,160.766   498,769.450   MT  0.99960002   -0 00 27.2
 EF1777
 EF1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1777!SPC AL W     -   0.99997541  x   0.99995801  =   0.99993343
 EF1777!UTM  16      -   0.99997541  x   0.99960002  =   0.99957544
 EF1777
 EF1777:                Primary Azimuth Mark                     Grid Az
 EF1777:SPC AL W     -  52 4                                     357 31 40.0
 EF1777:UTM  16      -  52 4                                     357 48 36.4
 EF1777
 EF1777|---------------------------------------------------------------------|
 EF1777| PID    Reference Object                     Distance      Geod. Az  |
 EF1777|                                                           dddmmss.s |
 EF1777| EF1778 52 4                                484.148 METERS 3574809.2 |
 EF1777|---------------------------------------------------------------------|
 EF1777
 EF1777                          SUPERSEDED SURVEY CONTROL
 EF1777
 EF1777  ELLIP H (12/04/92)  156.65   (m)                       GP(       ) 4 1
 EF1777  NAD 83(1992)-  34 22 43.77844(N)    087 00 48.18162(W) AD(       ) 1
 EF1777  NGVD 29 (12/04/92)  184.0    (m)          604.     (f) GPS OBS        
 EF1777
 EF1777.Superseded values are not recommended for survey control.
 EF1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1777.See file dsdata.txt to determine how the superseded data were derived.
 EF1777
 EF1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9876904161(NAD 83)
 EF1777_MARKER: DD = SURVEY DISK
 EF1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1777_SP_SET: CONCRETE POST
 EF1777_STAMPING: 52-3 1991
 EF1777_MARK LOGO: ALHD  
 EF1777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1777+STABILITY: SURFACE MOTION
 EF1777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1777+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 EF1777
 EF1777  HISTORY     - Date     Condition        Report By
 EF1777  HISTORY     - 1991     MONUMENTED       ALHD
 EF1777  HISTORY     - 19920122 GOOD
 EF1777
 EF1777                          STATION DESCRIPTION
 EF1777
 EF1777'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1777'THE STATION IS LOCATED IN MORGAN COUNTY ON THE EAST RIGHT OF WAY OF
 EF1777'THE NANCE FORD ROAD, ABOUT 5.95 MI (9.58 KM) EAST OF FALKVILLE AND
 EF1777'ABOUT 5.85 MI (9.41 KM) SOUTHWEST OF HARTSELLE.
 EF1777'TO REACH THE STATION FROM EXIT 310 ON I-65 (MILE POST 1.20 ON ALA 157)
 EF1777', DRIVE NORTHWEST ON ALA 157 FOR 16.35 MI (26.31 KM) TO MILE POST
 EF1777'17.55 AND MORGAN COUNTY ROAD NO. 55 ON THE RIGHT, TURN RIGHT ON
 EF1777'MORGAN COUNTY ROAD NO. 55 AND DRIVE EAST FOR 2.95 MI (4.75 KM) TO A
 EF1777'PAVED CROSS ROAD IN MASSEY, CONTINUE EAST ON MORGAN COUNTY ROAD NO.
 EF1777'55 FOR 0.50 MI (0.80 KM) TO THE NANCE FORD ROAD ON THE LEFT, TURN
 EF1777'LEFT ON NANCE FORD ROAD AND DRIVE NORTH FOR 0.60 MI (0.97 KM) TO THE
 EF1777'STATION ON THE RIGHT.
 EF1777'THE STATION IS 3.0 FT (0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 EF1777'ON OLD WOOD POSTS, 12.0 FT (3.7 M) NORTH-NORTHWEST OF A BLUE
 EF1777'CARSONITE WATER VALVE MARKER, 12.6 FT (3.8 M) NORTH-NORTHWEST OF A
 EF1777'FOUR-INCH BY FOUR-INCH CONCRETE POST, 35.0 FT (10.7 M) EAST OF THE
 EF1777'CENTERLINE OF THE NANCE FORD ROAD, 38.6 FT (11.8 M) NORTH OF A
 EF1777'TEN-INCH FENCE CORNER POST, 45.5 FT (13.9 M) NORTH-NORTHEAST OF A
 EF1777'WHITE CARSONITE WATER VALVE MARKER, 46.8 FT (14.3 M) NORTH OF THE
 EF1777'NORTH END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A PAVED SIDE ROAD,
 EF1777'56.0 FT (17.1 M) NORTH OF THE CENTER OF A PAVED SIDE ROAD LEADING
 EF1777'EAST, 2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1777'WITH THE GROUND.
 EF1777'STATION 52-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1777
 EF1777                          STATION RECOVERY (1992)
 EF1777
 EF1777'RECOVERED 1992
 EF1777'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7723 ***********************************************************************
 AA7723  DESIGNATION -  52 30
 AA7723  PID         -  AA7723
 AA7723  STATE/COUNTY-  AL/MORGAN
 AA7723  USGS QUAD   -  HARTSELLE (1982)
 AA7723
 AA7723                         *CURRENT SURVEY CONTROL
 AA7723  ___________________________________________________________________
 AA7723* NAD 83(1992)-  34 25 22.26708(N)    086 57 16.60263(W)     ADJUSTED  
 AA7723* NAVD 88     -       197.7    (meters)     649.     (feet)  VERTCON   
 AA7723  ___________________________________________________________________
 AA7723  X           -     279,821.444 (meters)                     COMP
 AA7723  Y           -  -5,259,587.926 (meters)                     COMP
 AA7723  Z           -   3,585,331.874 (meters)                     COMP
 AA7723  LAPLACE CORR-          -6.25  (seconds)                    DEFLEC99
 AA7723  ELLIP HEIGHT-         170.07  (meters)          (07/29/02) GPS OBS
 AA7723  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AA7723
 AA7723  HORZ ORDER  -  FIRST
 AA7723  ELLP ORDER  -  FOURTH    CLASS I
 AA7723
 AA7723.The horizontal coordinates were established by GPS observations
 AA7723.and adjusted by the National Geodetic Survey in August 1995..
 AA7723
 AA7723.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7723
 AA7723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7723
 AA7723.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7723
 AA7723.The ellipsoidal height was determined by GPS observations
 AA7723.and is referenced to NAD 83.
 AA7723
 AA7723.The geoid height was determined by GEOID03.
 AA7723
 AA7723;                    North         East     Units Scale Factor Converg.
 AA7723;SPC AL W     -   490,555.594   650,131.467   MT  0.99996430   +0 18 29.9
 AA7723;UTM  16      - 3,809,043.516   504,170.615   MT  0.99960021   +0 01 32.4
 AA7723
 AA7723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7723!SPC AL W     -   0.99997330  x   0.99996430  =   0.99993760
 AA7723!UTM  16      -   0.99997330  x   0.99960021  =   0.99957352
 AA7723
 AA7723:                Primary Azimuth Mark                     Grid Az
 AA7723:SPC AL W     -  52 31                                    027 50 39.0
 AA7723:UTM  16      -  52 31                                    028 07 36.5
 AA7723
 AA7723|---------------------------------------------------------------------|
 AA7723| PID    Reference Object                     Distance      Geod. Az  |
 AA7723|                                                           dddmmss.s |
 AA7723| AA7724 52 31                               491.569 METERS 0280908.9 |
 AA7723|---------------------------------------------------------------------|
 AA7723
 AA7723                          SUPERSEDED SURVEY CONTROL
 AA7723
 AA7723  ELLIP H (10/10/95)  170.11   (m)                       GP(       ) 4 2
 AA7723  NGVD 29 (08/31/95)  197.7    (m)          649.     (f) GPS OBS        
 AA7723
 AA7723.Superseded values are not recommended for survey control.
 AA7723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7723.See file dsdata.txt to determine how the superseded data were derived.
 AA7723
 AA7723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0417109044(NAD 83)
 AA7723_MARKER: DD = SURVEY DISK
 AA7723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7723_STAMPING: 52-30 1993
 AA7723_MARK LOGO: ALHD  
 AA7723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7723+STABILITY: SURFACE MOTION
 AA7723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7723+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7723
 AA7723  HISTORY     - Date     Condition        Report By
 AA7723  HISTORY     - 1993     MONUMENTED       ALHD
 AA7723
 AA7723                          STATION DESCRIPTION
 AA7723
 AA7723'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7723'THE STATION IS LOCATED IN MORGAN COUNTY ON THE EAST RIGHT OF WAY OF
 AA7723'NANCEFORD ROAD IN HARTSELLE.
 AA7723' 
 AA7723'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 36 (MILE
 AA7723'POST 348.30 ON U.S. 31 AND MILE POST 21.15 ON ALA 36) AT A TRAFFIC
 AA7723'LIGHT IN HARTSELLE, DRIVE SOUTHEAST ON U.S. 31 FOR 0.90 MI (1.45 KM)
 AA7723'TO MILE POST 347.40, NANCEFORD ROAD ON THE RIGHT, AND KARL PRINCE ROAD
 AA7723'ON THE LEFT AT A TRAFFIC LIGHT, TURN RIGHT ON NANCEFORD ROAD AND DRIVE
 AA7723'WEST FOR 0.55 MI (0.89 KM) TO A Y-INTERSECTION WITH MITWEDE STREET ON
 AA7723'THE RIGHT AND NANCEFORD ROAD ON THE LEFT, BEAR LEFT ON NANCEFORD ROAD
 AA7723'AND DRIVE SOUTHWEST FOR 0.85 MI (1.37 KM) TO THE STATION ON THE LEFT.
 AA7723' 
 AA7723'THE STATION IS 38.3 FT (11.7 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 AA7723'NANCEFORD ROAD, 56.9 FT (17.3 M) SOUTHEAST OF A NEIGHBORHOOD WATCH
 AA7723'SIGN ACROSS THE ROAD, 166.0 FT (50.6 M) SOUTH-SOUTHWEST OF JUNCTION
 AA7723'TRANSFORMER POWER POLE NO. 14, 207.8 FT (63.3 M) NORTH-NORTHEAST OF
 AA7723'JUNCTION POWER POLE NO. 15, 1.9 FT (0.6 M) NORTHWEST OF A CARSONITE
 AA7723'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7723' 
 AA7723'STATION 52-31 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7724 ***********************************************************************
 AA7724  DESIGNATION -  52 31
 AA7724  PID         -  AA7724
 AA7724  STATE/COUNTY-  AL/MORGAN
 AA7724  USGS QUAD   -  HARTSELLE (1982)
 AA7724
 AA7724                         *CURRENT SURVEY CONTROL
 AA7724  ___________________________________________________________________
 AA7724* NAD 83(1992)-  34 25 36.33252(N)    086 57 07.51916(W)     ADJUSTED  
 AA7724* NAVD 88     -       197.4    (meters)     648.     (feet)  VERTCON   
 AA7724  ___________________________________________________________________
 AA7724  X           -     280,040.020 (meters)                     COMP
 AA7724  Y           -  -5,259,330.607 (meters)                     COMP
 AA7724  Z           -   3,585,689.176 (meters)                     COMP
 AA7724  LAPLACE CORR-          -6.23  (seconds)                    DEFLEC99
 AA7724  ELLIP HEIGHT-         169.69  (meters)          (07/29/02) GPS OBS
 AA7724  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AA7724
 AA7724  HORZ ORDER  -  FIRST
 AA7724  ELLP ORDER  -  FOURTH    CLASS I
 AA7724
 AA7724.The horizontal coordinates were established by GPS observations
 AA7724.and adjusted by the National Geodetic Survey in August 1995..
 AA7724
 AA7724.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7724
 AA7724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7724
 AA7724.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7724
 AA7724.The ellipsoidal height was determined by GPS observations
 AA7724.and is referenced to NAD 83.
 AA7724
 AA7724.The geoid height was determined by GEOID03.
 AA7724
 AA7724;                    North         East     Units Scale Factor Converg.
 AA7724;SPC AL W     -   490,990.235   650,361.055   MT  0.99996458   +0 18 35.2
 AA7724;UTM  16      - 3,809,476.861   504,402.260   MT  0.99960024   +0 01 37.5
 AA7724
 AA7724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7724!SPC AL W     -   0.99997336  x   0.99996458  =   0.99993794
 AA7724!UTM  16      -   0.99997336  x   0.99960024  =   0.99957361
 AA7724
 AA7724:                Primary Azimuth Mark                     Grid Az
 AA7724:SPC AL W     -  52 30                                    207 50 38.8
 AA7724:UTM  16      -  52 30                                    208 07 36.5
 AA7724
 AA7724|---------------------------------------------------------------------|
 AA7724| PID    Reference Object                     Distance      Geod. Az  |
 AA7724|                                                           dddmmss.s |
 AA7724| AA7723 52 30                               491.569 METERS 2080914.0 |
 AA7724|---------------------------------------------------------------------|
 AA7724
 AA7724                          SUPERSEDED SURVEY CONTROL
 AA7724
 AA7724  ELLIP H (10/10/95)  169.74   (m)                       GP(       ) 4 2
 AA7724  NGVD 29 (08/31/95)  197.3    (m)          647.     (f) GPS OBS        
 AA7724
 AA7724.Superseded values are not recommended for survey control.
 AA7724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7724.See file dsdata.txt to determine how the superseded data were derived.
 AA7724
 AA7724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0440209477(NAD 83)
 AA7724_MARKER: DD = SURVEY DISK
 AA7724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7724_STAMPING: 52-31 1993
 AA7724_MARK LOGO: ALHD  
 AA7724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7724+STABILITY: SURFACE MOTION
 AA7724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7724+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7724
 AA7724  HISTORY     - Date     Condition        Report By
 AA7724  HISTORY     - 1993     MONUMENTED       ALHD
 AA7724
 AA7724                          STATION DESCRIPTION
 AA7724
 AA7724'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7724'THE STATION IS LOCATED IN MORGAN COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA7724'OF NANCEFORD ROAD IN HARTSELLE.
 AA7724' 
 AA7724'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 36 (MILE
 AA7724'POST 348.30 ON U.S. 31 AND MILE POST 21.15 ON ALA 36) AT A TRAFFIC
 AA7724'LIGHT IN HARTSELLE, DRIVE SOUTHEAST ON U.S. 31 FOR 0.90 MI (1.45 KM)
 AA7724'TO MILE POST 347.40, NANCEFORD ROAD ON THE RIGHT, AND KARL PRINCE ROAD
 AA7724'ON THE LEFT AT A TRAFFIC LIGHT, TURN RIGHT ON NANCEFORD ROAD AND DRIVE
 AA7724'WEST FOR 0.55 MI (0.89 KM) TO A Y-INTERSECTION WITH MITWEDE STREET ON
 AA7724'THE RIGHT AND NANCEFORD ROAD ON THE LEFT, BEAR LEFT ON NANCEFORD ROAD
 AA7724'AND DRIVE SOUTHWEST FOR 0.55 MI (0.89 KM) TO THE STATION ON THE
 AA7724'RIGHT.
 AA7724' 
 AA7724'THE STATION IS 3.1 FT (0.9 M) SOUTHEAST OF A HOG WIRE FENCE ON WHITE
 AA7724'TOP, GREEN STEEL POSTS, 6.9 FT (2.1 M) NORTHEAST OF A WOOD POST IN THE
 AA7724'FENCE LINE, 24.0 FT (7.3 M) NORTHWEST OF THE CENTERLINE OF NANCEFORD
 AA7724'ROAD, 69.7 FT (21.2 M) NORTHWEST OF A POWER AND CABLE POLE WITH ONE
 AA7724'GUY WIRE ACROSS THE ROAD, 147.0 FT (44.8 M) SOUTH-SOUTHWEST OF THE
 AA7724'NORTHEAST CORNER OF THE FENCE SOUTHWEST OF A PAVED DRIVEWAY, 170.0 FT
 AA7724'(51.8 M) SOUTHWEST OF THE CENTER OF A CONCRETE DRIVEWAY, 2.9 FT (0.9
 AA7724'M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7724'GROUND.
 AA7724' 
 AA7724'STATION 52-30 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7725 ***********************************************************************
 AA7725  DESIGNATION -  52 32
 AA7725  PID         -  AA7725
 AA7725  STATE/COUNTY-  AL/MORGAN
 AA7725  USGS QUAD   -  DECATUR (1982)
 AA7725
 AA7725                         *CURRENT SURVEY CONTROL
 AA7725  ___________________________________________________________________
 AA7725* NAD 83(1992)-  34 30 20.22612(N)    086 56 45.52933(W)     ADJUSTED  
 AA7725* NAVD 88     -       172.5    (meters)     566.     (feet)  VERTCON   
 AA7725  ___________________________________________________________________
 AA7725  X           -     280,335.858 (meters)                     COMP
 AA7725  Y           -  -5,254,336.537 (meters)                     COMP
 AA7725  Z           -   3,592,887.607 (meters)                     COMP
 AA7725  LAPLACE CORR-          -6.01  (seconds)                    DEFLEC99
 AA7725  ELLIP HEIGHT-         144.83  (meters)          (07/29/02) GPS OBS
 AA7725  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AA7725
 AA7725  HORZ ORDER  -  FIRST
 AA7725  ELLP ORDER  -  FOURTH    CLASS I
 AA7725
 AA7725.The horizontal coordinates were established by GPS observations
 AA7725.and adjusted by the National Geodetic Survey in August 1995..
 AA7725
 AA7725.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7725
 AA7725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7725
 AA7725.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7725
 AA7725.The ellipsoidal height was determined by GPS observations
 AA7725.and is referenced to NAD 83.
 AA7725
 AA7725.The geoid height was determined by GEOID03.
 AA7725
 AA7725;                    North         East     Units Scale Factor Converg.
 AA7725;SPC AL W     -   499,740.784   650,874.633   MT  0.99996522   +0 18 49.9
 AA7725;UTM  16      - 3,818,221.577   504,958.845   MT  0.99960030   +0 01 50.2
 AA7725
 AA7725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7725!SPC AL W     -   0.99997727  x   0.99996522  =   0.99994249
 AA7725!UTM  16      -   0.99997727  x   0.99960030  =   0.99957757
 AA7725
 AA7725                          SUPERSEDED SURVEY CONTROL
 AA7725
 AA7725  ELLIP H (10/10/95)  144.88   (m)                       GP(       ) 4 2
 AA7725  NGVD 29 (08/31/95)  172.4    (m)          566.     (f) GPS OBS        
 AA7725
 AA7725.Superseded values are not recommended for survey control.
 AA7725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7725.See file dsdata.txt to determine how the superseded data were derived.
 AA7725
 AA7725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0495918222(NAD 83)
 AA7725_MARKER: DD = SURVEY DISK
 AA7725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7725_STAMPING: 52-32 1993
 AA7725_MARK LOGO: ALHD  
 AA7725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7725+STABILITY: SURFACE MOTION
 AA7725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7725+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7725
 AA7725  HISTORY     - Date     Condition        Report By
 AA7725  HISTORY     - 1993     MONUMENTED       ALHD
 AA7725
 AA7725                          STATION DESCRIPTION
 AA7725
 AA7725'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7725'THE STATION IS LOCATED IN MORGAN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7725'RED BANK ROAD, ABOUT 4.35 MI (7.00 KM) NORTH OF HARTSELLE AND ABOUT
 AA7725'7.10 MI (11.43 KM) SOUTH-SOUTHEAST OF DECATUR.
 AA7725' 
 AA7725'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 67 (MILE
 AA7725'POST 356.95 ON U.S. 31 AND MILE POST 39.00 ON ALA 67) AT A TRAFFIC
 AA7725'LIGHT IN DECATUR, DRIVE SOUTH ON U.S. 31 FOR 3.40 MI (5.47 KM) TO MILE
 AA7725'POST 353.55 AND RED BANK ROAD ON THE LEFT AT THE NORTH END OF A
 AA7725'RAILROAD OVERPASS, TURN LEFT ON RED BANK ROAD AND DRIVE SOUTHEAST AND
 AA7725'EAST FOR 1.55 MI (2.49 KM) TO THE STATION ON THE RIGHT.
 AA7725' 
 AA7725'THE STATION IS 3.8 FT (1.2 M) NORTH OF A TREATED WOOD POST AND NO
 AA7725'FENCE, 29.5 FT (9.0 M) SOUTH OF THE CENTERLINE OF RED BANK ROAD, 83.9
 AA7725'FT (25.6 M) EAST OF THE EAST END OF A TWELVE-INCH CORREGATED METAL
 AA7725'PIPE UNDER A GRAVEL DRIVEWAY, 99.0 FT (30.2 M) EAST OF THE CENTER OF A
 AA7725'GRAVEL DRIVEWAY, 112.0 FT (34.1 M) EAST OF CABLE POLE NO. 29, 118.0 FT
 AA7725'(36.0 M) WEST OF JUNCTION POWER AND CABLE POLE NO. 28 WITH TWO GUY
 AA7725'WIRES, 4.8 FT (1.5 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA7725'FLUSH WITH THE GROUND.
 AA7725' 
 AA7725'STATION 52-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7726 ***********************************************************************
 AA7726  DESIGNATION -  52 33
 AA7726  PID         -  AA7726
 AA7726  STATE/COUNTY-  AL/MORGAN
 AA7726  USGS QUAD   -  DECATUR (1982)
 AA7726
 AA7726                         *CURRENT SURVEY CONTROL
 AA7726  ___________________________________________________________________
 AA7726* NAD 83(1992)-  34 30 09.94207(N)    086 56 24.45303(W)     ADJUSTED  
 AA7726* NAVD 88     -       181.0    (meters)     594.     (feet)  VERTCON   
 AA7726  ___________________________________________________________________
 AA7726  X           -     280,882.707 (meters)                     COMP
 AA7726  Y           -  -5,254,494.151 (meters)                     COMP
 AA7726  Z           -   3,592,631.290 (meters)                     COMP
 AA7726  LAPLACE CORR-          -5.93  (seconds)                    DEFLEC99
 AA7726  ELLIP HEIGHT-         153.37  (meters)          (07/29/02) GPS OBS
 AA7726  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AA7726
 AA7726  HORZ ORDER  -  FIRST
 AA7726  ELLP ORDER  -  FOURTH    CLASS I
 AA7726
 AA7726.The horizontal coordinates were established by GPS observations
 AA7726.and adjusted by the National Geodetic Survey in August 1995..
 AA7726
 AA7726.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7726.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7726
 AA7726.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7726
 AA7726.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7726
 AA7726.The ellipsoidal height was determined by GPS observations
 AA7726.and is referenced to NAD 83.
 AA7726
 AA7726.The geoid height was determined by GEOID03.
 AA7726
 AA7726;                    North         East     Units Scale Factor Converg.
 AA7726;SPC AL W     -   499,426.864   651,414.004   MT  0.99996590   +0 19 01.7
 AA7726;UTM  16      - 3,817,905.110   505,496.461   MT  0.99960037   +0 02 02.1
 AA7726
 AA7726!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7726!SPC AL W     -   0.99997593  x   0.99996590  =   0.99994183
 AA7726!UTM  16      -   0.99997593  x   0.99960037  =   0.99957630
 AA7726
 AA7726                          SUPERSEDED SURVEY CONTROL
 AA7726
 AA7726  ELLIP H (10/10/95)  153.41   (m)                       GP(       ) 4 2
 AA7726  NGVD 29 (08/31/95)  181.0    (m)          594.     (f) GPS OBS        
 AA7726
 AA7726.Superseded values are not recommended for survey control.
 AA7726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7726.See file dsdata.txt to determine how the superseded data were derived.
 AA7726
 AA7726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0549617905(NAD 83)
 AA7726_MARKER: DD = SURVEY DISK
 AA7726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7726_STAMPING: 52-33 1993
 AA7726_MARK LOGO: ALHD  
 AA7726_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7726+STABILITY: SURFACE MOTION
 AA7726_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7726+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA7726
 AA7726  HISTORY     - Date     Condition        Report By
 AA7726  HISTORY     - 1993     MONUMENTED       ALHD
 AA7726
 AA7726                          STATION DESCRIPTION
 AA7726
 AA7726'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA7726'THE STATION IS LOCATED IN MORGAN COUNTY ON THE EAST RIGHT OF WAY OF A
 AA7726'PAVED COUNTY ROAD (LYON ROAD), ABOUT 4.15 MI (6.68 KM) NORTH OF
 AA7726'HARTSELLE AND ABOUT 7.40 MI (11.91 KM) SOUTH-SOUTHEAST OF DECATUR.
 AA7726' 
 AA7726'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 67 (MILE
 AA7726'POST 356.95 ON U.S. 31 AND MILE POST 39.00 ON ALA 67) AT A TRAFFIC
 AA7726'LIGHT IN DECATUR, DRIVE SOUTH ON U.S. 31 FOR 3.40 MI (5.47 KM) TO MILE
 AA7726'POST 353.55 AND RED BANK ROAD ON THE LEFT AT THE NORTH END OF A
 AA7726'RAILROAD OVERPASS, TURN LEFT ON RED BANK ROAD AND DRIVE SOUTHEAST AND
 AA7726'EAST FOR 1.95 MI (3.14 KM) TO A PAVED COUNTY ROAD (LYON ROAD) ON THE
 AA7726'RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.10 MI
 AA7726'(0.16 KM) TO THE STATION ON THE LEFT.
 AA7726' 
 AA7726'THE STATION IS 2.5 FT (0.8 M) WEST OF A THREE STRAND BARBED WIRE FENCE
 AA7726'ON WHITE TOP, GREEN STEEL POSTS, 28.0 FT (8.5 M) EAST OF THE CENTER OF
 AA7726'THE PAVED COUNTY ROAD, 53.7 FT (16.4 M) EAST-SOUTHEAST OF A CROSS TIE
 AA7726'FENCE JUNCTION POST ACROSS THE ROAD, 191.7 FT (58.4 M) NORTH-NORTHEAST
 AA7726'OF THE NORTH CROSS TIE POST OF A CHAIN LINK GATE ACROSS THE ROAD,
 AA7726'195.5 FT (59.6 M) NORTH OF A FENCE JUNCTION AND THE SOUTH POST OF A
 AA7726'CATTLE GAP, 206.0 FT (62.8 M) NORTH-NORTHEAST OF THE SOUTH STEEL POST
 AA7726'OF A CHAIN LINK GATE ACROSS THE ROAD, 2.5 FT (0.8 M) WEST OF A
 AA7726'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7726' 
 AA7726'STATION 52-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1778 ***********************************************************************
 EF1778  DESIGNATION -  52 4
 EF1778  PID         -  EF1778
 EF1778  STATE/COUNTY-  AL/MORGAN
 EF1778  USGS QUAD   -  DANVILLE (1989)
 EF1778
 EF1778                         *CURRENT SURVEY CONTROL
 EF1778  ___________________________________________________________________
 EF1778* NAD 83(1992)-  34 22 59.47201(N)    087 00 48.91220(W)     ADJUSTED  
 EF1778* NAVD 88     -       185.2    (meters)     608.     (feet)  VERTCON   
 EF1778  ___________________________________________________________________
 EF1778  X           -     274,536.571 (meters)                     COMP
 EF1778  Y           -  -5,262,345.827 (meters)                     COMP
 EF1778  Z           -   3,581,694.436 (meters)                     COMP
 EF1778  LAPLACE CORR-          -6.42  (seconds)                    DEFLEC99
 EF1778  ELLIP HEIGHT-         157.81  (meters)          (07/29/02) GPS OBS
 EF1778  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EF1778
 EF1778  HORZ ORDER  -  FIRST
 EF1778  ELLP ORDER  -  FOURTH    CLASS I
 EF1778
 EF1778.The horizontal coordinates were established by GPS observations
 EF1778.and adjusted by the National Geodetic Survey in December 1992..
 EF1778
 EF1778.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1778
 EF1778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1778
 EF1778.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1778
 EF1778.The ellipsoidal height was determined by GPS observations
 EF1778.and is referenced to NAD 83.
 EF1778
 EF1778.The geoid height was determined by GEOID03.
 EF1778
 EF1778;                    North         East     Units Scale Factor Converg.
 EF1778;SPC AL W     -   486,128.177   644,731.617   MT  0.99995799   +0 16 28.9
 EF1778;UTM  16      - 3,804,644.367   498,750.958   MT  0.99960002   -0 00 27.6
 EF1778
 EF1778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1778!SPC AL W     -   0.99997523  x   0.99995799  =   0.99993322
 EF1778!UTM  16      -   0.99997523  x   0.99960002  =   0.99957526
 EF1778
 EF1778:                Primary Azimuth Mark                     Grid Az
 EF1778:SPC AL W     -  52 3                                     177 31 39.9
 EF1778:UTM  16      -  52 3                                     177 48 36.4
 EF1778
 EF1778|---------------------------------------------------------------------|
 EF1778| PID    Reference Object                     Distance      Geod. Az  |
 EF1778|                                                           dddmmss.s |
 EF1778| EF1777 52 3                                484.148 METERS 1774808.8 |
 EF1778|---------------------------------------------------------------------|
 EF1778
 EF1778                          SUPERSEDED SURVEY CONTROL
 EF1778
 EF1778  ELLIP H (12/04/92)  157.84   (m)                       GP(       ) 4 1
 EF1778  NAD 83(1992)-  34 22 59.47899(N)    087 00 48.90828(W) AD(       ) 1
 EF1778  NGVD 29 (12/04/92)  185.2    (m)          608.     (f) GPS OBS        
 EF1778
 EF1778.Superseded values are not recommended for survey control.
 EF1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1778.See file dsdata.txt to determine how the superseded data were derived.
 EF1778
 EF1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9875104644(NAD 83)
 EF1778_MARKER: DD = SURVEY DISK
 EF1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1778_SP_SET: CONCRETE POST
 EF1778_STAMPING: 52-4 1991
 EF1778_MARK LOGO: ALHD  
 EF1778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1778+STABILITY: SURFACE MOTION
 EF1778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1778+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 EF1778
 EF1778  HISTORY     - Date     Condition        Report By
 EF1778  HISTORY     - 1991     MONUMENTED       ALHD
 EF1778  HISTORY     - 19920124 GOOD
 EF1778  HISTORY     - 20040624 GOOD             INDIV
 EF1778
 EF1778                          STATION DESCRIPTION
 EF1778
 EF1778'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1778'THE STATION IS LOCATED IN MORGAN COUNTY ON THE WEST RIGHT OF WAY OF
 EF1778'THE NANCE FORD ROAD, ABOUT 6.10 MI (9.82 KM) EAST OF FALKVILLE AND
 EF1778'ABOUT 5.80 MI (9.33 KM) SOUTHWEST OF HARTSELLE.
 EF1778'TO REACH THE STATION FROM EXIT 310 ON I-65 (MILE POST 1.20 ON ALA 157)
 EF1778', DRIVE NORTHWEST ON ALA 157 FOR 16.35 MI (26.31 KM) TO MILE POST
 EF1778'17.55 AND MORGAN COUNTY ROAD NO. 55 ON THE RIGHT, TURN RIGHT ON
 EF1778'MORGAN COUNTY ROAD NO. 55 AND DRIVE EAST FOR 2.95 MI (4.75 KM) TO A
 EF1778'PAVED CROSS ROAD IN MASSEY, CONTINUE EAST ON MORGAN COUNTY ROAD NO.
 EF1778'55 FOR 0.50 MI (0.80 KM) TO THE NANCE FORD ROAD ON THE LEFT, TURN
 EF1778'LEFT ON NANCE FORD ROAD AND DRIVE NORTH FOR 0.90 MI (1.45 KM) TO THE
 EF1778'STATION ON THE LEFT.
 EF1778'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 EF1778'ON OLD WOOD POSTS, 5.0 FT (1.5 M) NORTHEAST OF AN EIGHT-INCH FENCE
 EF1778'CORNER POST, 34.7 FT (10.6 M) WEST OF THE CENTERLINE OF THE NANCE
 EF1778'FORD ROAD, 64.8 FT (19.8 M) SOUTH OF A SIX-INCH POST IN THE FENCE
 EF1778'LINE, 3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1778'WITH THE GROUND.
 EF1778'STATION 52-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1778
 EF1778                          STATION RECOVERY (1992)
 EF1778
 EF1778'RECOVERED 1992
 EF1778'RECOVERED IN GOOD CONDITION.
 EF1778
 EF1778                          STATION RECOVERY (2004)
 EF1778
 EF1778'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004
 EF1778'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1779 ***********************************************************************
 EF1779  DESIGNATION -  52 5
 EF1779  PID         -  EF1779
 EF1779  STATE/COUNTY-  AL/MORGAN
 EF1779  USGS QUAD   -  TRINITY (1974)
 EF1779
 EF1779                         *CURRENT SURVEY CONTROL
 EF1779  ___________________________________________________________________
 EF1779* NAD 83(1992)-  34 36 06.57512(N)    087 01 50.72309(W)     ADJUSTED  
 EF1779* NAVD 88     -       192.7    (meters)     632.     (feet)  VERTCON   
 EF1779  ___________________________________________________________________
 EF1779  X           -     272,248.434 (meters)                     COMP
 EF1779  Y           -  -5,248,717.124 (meters)                     COMP
 EF1779  Z           -   3,601,689.323 (meters)                     COMP
 EF1779  LAPLACE CORR-          -4.61  (seconds)                    DEFLEC99
 EF1779  ELLIP HEIGHT-         165.30  (meters)          (07/29/02) GPS OBS
 EF1779  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EF1779
 EF1779  HORZ ORDER  -  FIRST
 EF1779  ELLP ORDER  -  FOURTH    CLASS I
 EF1779
 EF1779.The horizontal coordinates were established by GPS observations
 EF1779.and adjusted by the National Geodetic Survey in December 1992..
 EF1779
 EF1779.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1779.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1779
 EF1779.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1779
 EF1779.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1779
 EF1779.The ellipsoidal height was determined by GPS observations
 EF1779.and is referenced to NAD 83.
 EF1779
 EF1779.The geoid height was determined by GEOID03.
 EF1779
 EF1779;                    North         East     Units Scale Factor Converg.
 EF1779;SPC AL W     -   510,373.413   643,040.158   MT  0.99995616   +0 15 59.3
 EF1779;UTM  16      - 3,828,889.007   497,179.899   MT  0.99960010   -0 01 02.9
 EF1779
 EF1779!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1779!SPC AL W     -   0.99997405  x   0.99995616  =   0.99993021
 EF1779!UTM  16      -   0.99997405  x   0.99960010  =   0.99957416
 EF1779
 EF1779                          SUPERSEDED SURVEY CONTROL
 EF1779
 EF1779  ELLIP H (12/04/92)  165.38   (m)                       GP(       ) 4 1
 EF1779  NAD 83(1992)-  34 36 06.58169(N)    087 01 50.71907(W) AD(       ) 1
 EF1779  NGVD 29 (12/04/92)  192.7    (m)          632.     (f) GPS OBS        
 EF1779
 EF1779.Superseded values are not recommended for survey control.
 EF1779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1779.See file dsdata.txt to determine how the superseded data were derived.
 EF1779
 EF1779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9718028889(NAD 83)
 EF1779_MARKER: DD = SURVEY DISK
 EF1779_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1779_SP_SET: CONCRETE POST
 EF1779_STAMPING: 52-5 1991
 EF1779_MARK LOGO: ALHD  
 EF1779_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1779_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1779+STABILITY: SURFACE MOTION
 EF1779_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1779+SATELLITE: SATELLITE OBSERVATIONS - January 28, 1992
 EF1779
 EF1779  HISTORY     - Date     Condition        Report By
 EF1779  HISTORY     - 1991     MONUMENTED       ALHD
 EF1779  HISTORY     - 19920128 GOOD
 EF1779
 EF1779                          STATION DESCRIPTION
 EF1779
 EF1779'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1779'THE STATION IS LOCATED IN MORGAN COUNTY IN THE MEDIAN OF ALA 24 AT THE
 EF1779'ALA 67 OVERPASSES, ABOUT 2.90 MI (4.67 KM) WEST OF DECATUR AND ABOUT
 EF1779'3.20 MI (5.15 KM) EAST OF TRINITY.
 EF1779'TO REACH THE STATION FROM THE JUNCTION OF ALA 20, ALT U.S. 72, AND ALA
 EF1779'67 (MILE POST 45.40 ON ALA 67), DRIVE SOUTH ON ALA 67 FOR 1.25 MI
 EF1779'(2.01 KM) TO THE STATION ON THE LEFT.
 EF1779'THE STATION IS LOCATED IN THE MEDIAN OF ALA 24 NEAR THE EAST END OF
 EF1779'THE OVERPASS BRIDGES, 3.0 FT (0.9 M) EAST OF THE TOP OF THE EAST
 EF1779'BACKSLOPE OF ALA 67, 17.3 FT (5.3 M) NORTHEAST OF THE NORTHEAST
 EF1779'CORNER OF THE EAST ABUTMENT OF THE SOUTH BRIDGE, 18.9 FT (5.8 M)
 EF1779'NORTH OF THE SOUTH GUARDRAIL OF THE EAST BOUND LANES OF ALA 24, 20.1
 EF1779'FT (6.1 M) SOUTHEAST OF THE SOUTHEAST CORNER OF THE EAST ABUTMENT OF
 EF1779'THE NORTH BRIDGE, 21.7 FT (6.6 M) NORTH OF THE NORTH GUARDRAIL OF THE
 EF1779'WEST BOUND LANES OF ALA 24, 37.5 FT (11.4 M) NORTH OF THE CENTERLINE
 EF1779'OF THE EAST BOUND LANES OF ALA 24, 42.0 FT (12.8 M) NORTH OF THE
 EF1779'CENTERLINE OF THE WEST BOUND LANES OF ALA 24, 20.5 FT (6.2 M)
 EF1779'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1779'GROUND.
 EF1779'STATION 52-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1779
 EF1779                          STATION RECOVERY (1992)
 EF1779
 EF1779'RECOVERED 1992
 EF1779'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1780 ***********************************************************************
 EF1780  DESIGNATION -  52 6
 EF1780  PID         -  EF1780
 EF1780  STATE/COUNTY-  AL/MORGAN
 EF1780  USGS QUAD   -  TRINITY (1974)
 EF1780
 EF1780                         *CURRENT SURVEY CONTROL
 EF1780  ___________________________________________________________________
 EF1780* NAD 83(1992)-  34 36 32.56833(N)    087 01 52.06212(W)     ADJUSTED  
 EF1780* NAVD 88     -       190.0    (meters)     623.     (feet)  VERTCON   
 EF1780  ___________________________________________________________________
 EF1780  X           -     272,190.684 (meters)                     COMP
 EF1780  Y           -  -5,248,262.371 (meters)                     COMP
 EF1780  Z           -   3,602,347.070 (meters)                     COMP
 EF1780  LAPLACE CORR-          -4.51  (seconds)                    DEFLEC99
 EF1780  ELLIP HEIGHT-         162.59  (meters)          (07/29/02) GPS OBS
 EF1780  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EF1780
 EF1780  HORZ ORDER  -  FIRST
 EF1780  ELLP ORDER  -  FOURTH    CLASS I
 EF1780
 EF1780.The horizontal coordinates were established by GPS observations
 EF1780.and adjusted by the National Geodetic Survey in December 1992..
 EF1780
 EF1780.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1780.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1780
 EF1780.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1780
 EF1780.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1780
 EF1780.The ellipsoidal height was determined by GPS observations
 EF1780.and is referenced to NAD 83.
 EF1780
 EF1780.The geoid height was determined by GEOID03.
 EF1780
 EF1780;                    North         East     Units Scale Factor Converg.
 EF1780;SPC AL W     -   511,174.187   643,002.319   MT  0.99995612   +0 15 58.7
 EF1780;UTM  16      - 3,829,689.673   497,146.041   MT  0.99960010   -0 01 03.6
 EF1780
 EF1780!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1780!SPC AL W     -   0.99997448  x   0.99995612  =   0.99993060
 EF1780!UTM  16      -   0.99997448  x   0.99960010  =   0.99957459
 EF1780
 EF1780                          SUPERSEDED SURVEY CONTROL
 EF1780
 EF1780  ELLIP H (12/04/92)  162.68   (m)                       GP(       ) 4 1
 EF1780  NAD 83(1992)-  34 36 32.57490(N)    087 01 52.05810(W) AD(       ) 1
 EF1780  NGVD 29 (12/04/92)  189.9    (m)          623.     (f) GPS OBS        
 EF1780
 EF1780.Superseded values are not recommended for survey control.
 EF1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1780.See file dsdata.txt to determine how the superseded data were derived.
 EF1780
 EF1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD9714629690(NAD 83)
 EF1780_MARKER: DD = SURVEY DISK
 EF1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1780_SP_SET: CONCRETE POST
 EF1780_STAMPING: 52-6 1991
 EF1780_MARK LOGO: ALHD  
 EF1780_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1780+STABILITY: SURFACE MOTION
 EF1780_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1780+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 EF1780
 EF1780  HISTORY     - Date     Condition        Report By
 EF1780  HISTORY     - 1991     MONUMENTED       ALHD
 EF1780  HISTORY     - 19920129 GOOD
 EF1780
 EF1780                          STATION DESCRIPTION
 EF1780
 EF1780'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1780'THE STATION IS LOCATED IN MORGAN COUNTY IN THE MEDIAN OF ALA 67 AT A
 EF1780'RAILROAD OVERPASS, ABOUT 2.90 MI (4.67 KM) WEST OF DECATUR AND ABOUT
 EF1780'3.20 MI (5.15 KM) EAST OF TRINITY.
 EF1780'TO REACH THE STATION FROM THE JUNCTION OF ALA 20, ALT U.S. 72, AND ALA
 EF1780'67 (MILE POST 45.40 ON ALA 67), DRIVE SOUTH ON ALA 67 FOR 0.75 MI
 EF1780'(1.21 KM) TO THE STATION ON THE LEFT.
 EF1780'THE STATION IS LOCATED IN THE MEDIAN OF ALA 67 NEAR THE SOUTH END OF
 EF1780'THE OVERPASSES OVER A RAILROAD, 16.0 FT (4.9 M) WEST OF THE WEST
 EF1780'GUARDRAIL OF THE NORTH BOUND LANES OF ALA 67, 16.5 FT (5.0 M)
 EF1780'SOUTHEAST OF THE TOP OF THE SOUTH BACKSLOPE OF THE RAILROAD, 17.5 FT
 EF1780'(5.3 M) NORTHEAST OF THE NORTH END OF A CONCRETE MEDIAN FLUME, 19.8
 EF1780'FT (6.0 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE SOUTH
 EF1780'ABUTMENT OF THE WEST BRIDGE, 25.6 FT (7.8 M) EAST OF THE EAST
 EF1780'CONCRETE GUARDRAIL OF THE WEST BRIDGE, 33.2 FT (10.1 M) WEST OF THE
 EF1780'CENTERLINE OF THE NORTH BOUND LANES OF ALA 67, 44.5 FT (13.6 M) EAST
 EF1780'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF ALA 67, 48.0 FT
 EF1780'(14.6 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE SOUTH
 EF1780'ABUTMENT OF THE EAST BRIDGE, 26.0 FT (7.9 M) EAST OF A CARSONITE
 EF1780'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1780'STATION 52-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1780
 EF1780                          STATION RECOVERY (1992)
 EF1780
 EF1780'RECOVERED 1992
 EF1780'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1781 ***********************************************************************
 EF1781  DESIGNATION -  52 7
 EF1781  PID         -  EF1781
 EF1781  STATE/COUNTY-  AL/MORGAN
 EF1781  USGS QUAD   -  FALKVILLE (1982)
 EF1781
 EF1781                         *CURRENT SURVEY CONTROL
 EF1781  ___________________________________________________________________
 EF1781* NAD 83(1992)-  34 21 25.37900(N)    086 54 25.38454(W)     ADJUSTED  
 EF1781* NAVD 88     -       181.7    (meters)     596.     (feet)  GPS OBS   
 EF1781  ___________________________________________________________________
 EF1781  X           -     284,409.008 (meters)                     COMP
 EF1781  Y           -  -5,263,457.438 (meters)                     COMP
 EF1781  Z           -   3,579,298.997 (meters)                     COMP
 EF1781  LAPLACE CORR-          -5.26  (seconds)                    DEFLEC99
 EF1781  ELLIP HEIGHT-         153.85  (meters)          (08/29/05) GPS OBS
 EF1781  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EF1781
 EF1781  HORZ ORDER  -  A
 EF1781  ELLP ORDER  -  FOURTH    CLASS I
 EF1781
 EF1781.The horizontal coordinates were established by GPS observations
 EF1781.and adjusted by the National Geodetic Survey in August 2005..
 EF1781
 EF1781.The orthometric height was determined by GPS observations and a
 EF1781.high-resolution geoid model.
 EF1781
 EF1781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1781
 EF1781.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1781
 EF1781.The ellipsoidal height was determined by GPS observations
 EF1781.and is referenced to NAD 83.
 EF1781
 EF1781.The geoid height was determined by GEOID03.
 EF1781
 EF1781;                    North         East     Units Scale Factor Converg.
 EF1781;SPC AL W     -   483,281.082   654,545.904   MT  0.99996999   +0 20 04.7
 EF1781;UTM  16      - 3,801,750.008   508,547.536   MT  0.99960090   +0 03 08.8
 EF1781
 EF1781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1781!SPC AL W     -   0.99997585  x   0.99996999  =   0.99994584
 EF1781!UTM  16      -   0.99997585  x   0.99960090  =   0.99957676
 EF1781
 EF1781:                Primary Azimuth Mark                     Grid Az
 EF1781:SPC AL W     -  V 471                                    170 33 16.4
 EF1781:UTM  16      -  V 471                                    170 50 12.3
 EF1781
 EF1781|---------------------------------------------------------------------|
 EF1781| PID    Reference Object                     Distance      Geod. Az  |
 EF1781|                                                           dddmmss.s |
 EF1781| EF1238 V 471                               APPROX. 0.5 KM 1705321.1 |
 EF1781|---------------------------------------------------------------------|
 EF1781
 EF1781                          SUPERSEDED SURVEY CONTROL
 EF1781
 EF1781  ELLIP H (07/29/02)  153.82   (m)                       GP(       ) 4 1
 EF1781  NAD 83(1992)-  34 21 25.37858(N)    086 54 25.38445(W) AD(       ) 1
 EF1781  NAD 83(1992)-  34 21 25.38559(N)    086 54 25.38054(W) AD(       ) 1
 EF1781  NGVD 29 (12/04/92)  181.6    (m)          596.     (f) GPS OBS        
 EF1781
 EF1781.Superseded values are not recommended for survey control.
 EF1781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1781.See file dsdata.txt to determine how the superseded data were derived.
 EF1781
 EF1781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0854801750(NAD 83)
 EF1781_MARKER: DD = SURVEY DISK
 EF1781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1781_SP_SET: CONCRETE POST
 EF1781_STAMPING: 52-7 1991
 EF1781_MARK LOGO: ALHD  
 EF1781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1781+STABILITY: SURFACE MOTION
 EF1781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1781+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 EF1781
 EF1781  HISTORY     - Date     Condition        Report By
 EF1781  HISTORY     - 1991     MONUMENTED       ALHD
 EF1781  HISTORY     - 19920122 GOOD
 EF1781  HISTORY     - 20040622 GOOD             ALDOT
 EF1781
 EF1781                          STATION DESCRIPTION
 EF1781
 EF1781'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1781'THE STATION IS LOCATED IN MORGAN COUNTY ON THE WEST RIGHT OF WAY OF
 EF1781'U.S. 31, ABOUT 0.85 MI (1.37 KM) SOUTH OF FALKVILLE AND ABOUT 1.40 MI
 EF1781'(2.25 KM) NORTH OF LACON.
 EF1781'TO REACH THE STATION FROM THE CENTER OF EXIT 318 ON I-65 (MILE POST
 EF1781'339.00 ON U.S. 31), DRIVE NORTH ON U.S. 31 FOR 2.85 MI (4.59 KM) TO
 EF1781'MILE POST 341.85 AND THE STATION ON THE LEFT.
 EF1781'THE STATION IS 3.0 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE
 EF1781'ON RUSTED STEEL POSTS, 37.0 FT (11.3 M) SOUTH OF THE SOUTH ONE OF TWO
 EF1781'LARGE WOOD POSTS IN THE FENCE LINE AT A CLUMP OF BUSHES, 67.0 FT
 EF1781'(20.4 M) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 31,
 EF1781'95.5 FT (29.1 M) NORTH OF THE NORTH ONE OF TWO LARGE WOOD POSTS IN
 EF1781'THE FENCE LINE, 177.6 FT (54.1 M) SOUTH OF BURIED TELEPHONE CABLE
 EF1781'WARNING SIGN, 186.6 FT (56.9 M) SOUTH OF THE NORTHEAST CORNER OF THE
 EF1781'FENCE, 210.0 FT (64.0 M) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY
 EF1781'LEADING WEST, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND
 EF1781'SET FLUSH WITH THE GROUND.
 EF1781'BENCH MARK V 471 1982 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1781
 EF1781                          STATION RECOVERY (1992)
 EF1781
 EF1781'RECOVERED 1992
 EF1781'RECOVERED IN GOOD CONDITION.
 EF1781
 EF1781                          STATION RECOVERY (2004)
 EF1781
 EF1781'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (GHG)
 EF1781'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3096 ***********************************************************************
 AA3096  DESIGNATION -  52 8
 AA3096  PID         -  AA3096
 AA3096  STATE/COUNTY-  AL/MORGAN
 AA3096  USGS QUAD   -  FARLEY (1982)
 AA3096
 AA3096                         *CURRENT SURVEY CONTROL
 AA3096  ___________________________________________________________________
 AA3096* NAD 83(1992)-  34 31 20.88951(N)    086 37 19.72713(W)     ADJUSTED  
 AA3096* NAVD 88     -       178.9    (meters)     587.     (feet)  VERTCON   
 AA3096  ___________________________________________________________________
 AA3096  X           -     309,966.420 (meters)                     COMP
 AA3096  Y           -  -5,251,615.233 (meters)                     COMP
 AA3096  Z           -   3,594,430.963 (meters)                     COMP
 AA3096  LAPLACE CORR-          -3.03  (seconds)                    DEFLEC99
 AA3096  ELLIP HEIGHT-         150.19  (meters)          (07/29/02) GPS OBS
 AA3096  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AA3096
 AA3096  HORZ ORDER  -  FIRST
 AA3096  ELLP ORDER  -  FOURTH    CLASS I
 AA3096
 AA3096.The horizontal coordinates were established by GPS observations
 AA3096.and adjusted by the National Geodetic Survey in March 1995..
 AA3096
 AA3096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3096
 AA3096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3096
 AA3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3096
 AA3096.The ellipsoidal height was determined by GPS observations
 AA3096.and is referenced to NAD 83.
 AA3096
 AA3096.The geoid height was determined by GEOID03.
 AA3096
 AA3096;                    North         East     Units Scale Factor Converg.
 AA3096;SPC AL W     -   501,820.553   680,596.183   MT  1.00001337   +0 29 51.1
 AA3096;UTM  16      - 3,820,153.615   534,678.966   MT  0.99961482   +0 12 50.9
 AA3096
 AA3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3096!SPC AL W     -   0.99997642  x   1.00001337  =   0.99998979
 AA3096!UTM  16      -   0.99997642  x   0.99961482  =   0.99959125
 AA3096
 AA3096:                Primary Azimuth Mark                     Grid Az
 AA3096:SPC AL W     -  52 9                                     001 12 59.6
 AA3096:UTM  16      -  52 9                                     001 29 59.8
 AA3096
 AA3096|---------------------------------------------------------------------|
 AA3096| PID    Reference Object                     Distance      Geod. Az  |
 AA3096|                                                           dddmmss.s |
 AA3096| AA3097 52 9                                425.368 METERS 0014250.7 |
 AA3096|---------------------------------------------------------------------|
 AA3096
 AA3096                          SUPERSEDED SURVEY CONTROL
 AA3096
 AA3096  ELLIP H (03/30/95)  150.26   (m)                       GP(       ) 4 2
 AA3096  NGVD 29 (03/30/95)  178.8    (m)          587.     (f) GPS OBS        
 AA3096
 AA3096.Superseded values are not recommended for survey control.
 AA3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3096.See file dsdata.txt to determine how the superseded data were derived.
 AA3096
 AA3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3467920154(NAD 83)
 AA3096_MARKER: DD = SURVEY DISK
 AA3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3096_SP_SET: CONCRETE POST
 AA3096_STAMPING: 52-8 1993
 AA3096_MARK LOGO: ALHD  
 AA3096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3096+STABILITY: SURFACE MOTION
 AA3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3096+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2000
 AA3096
 AA3096  HISTORY     - Date     Condition        Report By
 AA3096  HISTORY     - 1993     MONUMENTED       ALHD
 AA3096  HISTORY     - 20000807 GOOD             NASA
 AA3096
 AA3096                          STATION DESCRIPTION
 AA3096
 AA3096'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3096'THE STATION IS LOCATED IN MORGAN COUNTY ON THE EAST RIGHT OF WAY OF
 AA3096'DRY CREEK COVE ROAD, ABOUT 1.35 MI (2.17 KM) SOUTHWEST OF LACEYS
 AA3096'SPRING AND ABOUT 8.50 MI (13.68 KM) NORTHWEST OF MORGAN CITY. TO REACH
 AA3096'THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 36 (MILE POST 44.55
 AA3096'ON ALA 36 AND MILE POST 304.25 ON U.S. 231) ABOUT 0.7 MI (1.1 KM)
 AA3096'NORTHEAST OF LACEYS SPRING, DRIVE SOUTHWEST ON ALA 36 FOR 1.40 MI
 AA3096'(2.25 KM) TO MILE POST 43.15 AND DRY CREEK COVE ROAD ON THE LEFT, TURN
 AA3096'LEFT ON DRY CREEK COVE ROAD AND DRIVE SOUTH FOR 0.60 MI (0.97 KM) TO
 AA3096'THE STATION ON THE LEFT. THE STATION IS LOCATED IN THE NORTH SIDE OF A
 AA3096'DRAINAGE EASEMENT, 3.2 FT (1.0 M) SOUTH OF THE SOUTHWEST CORNER OF A
 AA3096'HOG WIRE FENCE, 17.9 FT (5.5 M) NORTH OF THE NORTHWEST CORNER OF A
 AA3096'THREE BOARD FENCE, 23.5 FT (7.2 M) EAST OF THE CENTER OF THE DRY CREEK
 AA3096'COVE ROAD, 52.0 FT (15.8 M) SOUTHEAST OF A FENCE JUNCTION ACROSS THE
 AA3096'ROAD, 136.0 FT (41.5 M) SOUTH-SOUTHEAST OF A POWER AND CABLE POLE
 AA3096'ACROSS THE ROAD, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST, AND
 AA3096'SET FLUSH WITH THE GROUND. STATION 52-9 1993 MAY BE USED AS AN AZIMUTH
 AA3096'FOR THIS STATION.
 AA3096
 AA3096                          STATION RECOVERY (2000)
 AA3096
 AA3096'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (BQK)
 AA3096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA3097 ***********************************************************************
 AA3097  DESIGNATION -  52 9
 AA3097  PID         -  AA3097
 AA3097  STATE/COUNTY-  AL/MORGAN
 AA3097  USGS QUAD   -  FARLEY (1982)
 AA3097
 AA3097                         *CURRENT SURVEY CONTROL
 AA3097  ___________________________________________________________________
 AA3097* NAD 83(1992)-  34 31 34.68753(N)    086 37 19.22823(W)     ADJUSTED  
 AA3097* NAVD 88     -       178.0    (meters)     584.     (feet)  VERTCON   
 AA3097  ___________________________________________________________________
 AA3097  X           -     309,964.882 (meters)                     COMP
 AA3097  Y           -  -5,251,373.233 (meters)                     COMP
 AA3097  Z           -   3,594,780.793 (meters)                     COMP
 AA3097  LAPLACE CORR-          -3.15  (seconds)                    DEFLEC99
 AA3097  ELLIP HEIGHT-         149.35  (meters)          (07/29/02) GPS OBS
 AA3097  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AA3097
 AA3097  HORZ ORDER  -  FIRST
 AA3097  ELLP ORDER  -  FOURTH    CLASS I
 AA3097
 AA3097.The horizontal coordinates were established by GPS observations
 AA3097.and adjusted by the National Geodetic Survey in March 1995..
 AA3097
 AA3097.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA3097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA3097
 AA3097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA3097
 AA3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA3097
 AA3097.The ellipsoidal height was determined by GPS observations
 AA3097.and is referenced to NAD 83.
 AA3097
 AA3097.The geoid height was determined by GEOID03.
 AA3097
 AA3097;                    North         East     Units Scale Factor Converg.
 AA3097;SPC AL W     -   502,245.831   680,605.214   MT  1.00001339   +0 29 51.6
 AA3097;UTM  16      - 3,820,578.674   534,690.096   MT  0.99961483   +0 12 51.3
 AA3097
 AA3097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA3097!SPC AL W     -   0.99997656  x   1.00001339  =   0.99998995
 AA3097!UTM  16      -   0.99997656  x   0.99961483  =   0.99959140
 AA3097
 AA3097:                Primary Azimuth Mark                     Grid Az
 AA3097:SPC AL W     -  52 8                                     181 12 59.3
 AA3097:UTM  16      -  52 8                                     181 29 59.6
 AA3097
 AA3097|---------------------------------------------------------------------|
 AA3097| PID    Reference Object                     Distance      Geod. Az  |
 AA3097|                                                           dddmmss.s |
 AA3097| AA3096 52 8                                425.368 METERS 1814250.9 |
 AA3097|---------------------------------------------------------------------|
 AA3097
 AA3097                          SUPERSEDED SURVEY CONTROL
 AA3097
 AA3097  ELLIP H (03/30/95)  149.42   (m)                       GP(       ) 4 2
 AA3097  NGVD 29 (03/30/95)  178.0    (m)          584.     (f) GPS OBS        
 AA3097
 AA3097.Superseded values are not recommended for survey control.
 AA3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA3097.See file dsdata.txt to determine how the superseded data were derived.
 AA3097
 AA3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3469020579(NAD 83)
 AA3097_MARKER: DD = SURVEY DISK
 AA3097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA3097_SP_SET: CONCRETE POST
 AA3097_STAMPING: 52-9 1993
 AA3097_MARK LOGO: ALHD  
 AA3097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA3097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA3097+STABILITY: SURFACE MOTION
 AA3097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA3097+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2000
 AA3097
 AA3097  HISTORY     - Date     Condition        Report By
 AA3097  HISTORY     - 1993     MONUMENTED       ALHD
 AA3097  HISTORY     - 20000807 GOOD             NASA
 AA3097
 AA3097                          STATION DESCRIPTION
 AA3097
 AA3097'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA3097'THE STATION IS LOCATED IN MORGAN COUNTY ON THE EAST RIGHT OF WAY OF
 AA3097'DRY CREEK COVE ROAD, ABOUT 1.20 MI (1.93 KM) SOUTHWEST OF LACEYS
 AA3097'SPRING AND ABOUT 8.75 MI (14.08 KM) NORTHWEST OF MORGAN CITY. TO REACH
 AA3097'THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 36 (MILE POST 44.55
 AA3097'ON ALA 36 AND MILE POST 304.25 ON U.S. 231) ABOUT 0.7 MI (1.1 KM)
 AA3097'NORTHEAST OF LACEYS SPRING, DRIVE SOUTHWEST ON ALA 36 FOR 1.40 MI
 AA3097'(2.25 KM) TO MILE POST 43.15 AND DRY CREEK COVE ROAD ON THE LEFT, TURN
 AA3097'LEFT ON DRY CREEK COVE ROAD AND DRIVE SOUTH FOR 0.30 MI (0.48 KM) TO
 AA3097'THE STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M) WEST OF A HOG
 AA3097'WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON SIX BY SIX INCH WOOD
 AA3097'POSTS, 21.0 FT (6.4 M) EAST OF THE CENTER OF DRY CREEK COVE ROAD, 49.8
 AA3097'FT (15.2 M) SOUTH OF A FOUR-INCH ROUND CONCRETE PROPERTY CORNER, 50.6
 AA3097'FT (15.4 M) SOUTH OF A FENCE JUNCTION, 60.1 FT (18.3 M) NORTHEAST OF
 AA3097'THE EAST END OF A FOUR FOOT CHAIN LONK FENCE ACROSS THE ROAD, 66.3 FT
 AA3097'(20.2 M) SOUTH OF THE SOUTH POST OF A SIXTEEN FOOT METAL GATE, 75.6 FT
 AA3097'(23.0 M) SOUTHEAST OF POWER AND CABLE POLE NO. 7 ACROSS THE ROAD, 3.2
 AA3097'FT (1.0 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA3097'GROUND. STATION 52-8 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA3097
 AA3097                          STATION RECOVERY (2000)
 AA3097
 AA3097'RECOVERY NOTE BY NAT AERO SPACE ADMIN 2000 (BQK)
 AA3097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4727 ***********************************************************************
 AA4727  DESIGNATION -  5204
 AA4727  PID         -  AA4727
 AA4727  STATE/COUNTY-  AL/MONTGOMERY
 AA4727  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4727
 AA4727                         *CURRENT SURVEY CONTROL
 AA4727  ___________________________________________________________________
 AA4727* NAD 83(1992)-  32 20 55.10389(N)    086 20 42.77798(W)     ADJUSTED  
 AA4727* NAVD 88     -        57.914  (meters)     190.01   (feet)  ADJUSTED  
 AA4727  ___________________________________________________________________
 AA4727  X           -     343,807.184 (meters)                     COMP
 AA4727  Y           -  -5,382,527.805 (meters)                     COMP
 AA4727  Z           -   3,393,171.029 (meters)                     COMP
 AA4727  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA4727  ELLIP HEIGHT-          29.99  (meters)          (07/29/02) GPS OBS
 AA4727  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA4727  DYNAMIC HT  -          57.848 (meters)     189.79  (feet)  COMP
 AA4727  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 AA4727
 AA4727  HORZ ORDER  -  FIRST
 AA4727  VERT ORDER  -  THIRD
 AA4727  ELLP ORDER  -  FOURTH    CLASS I
 AA4727
 AA4727.The horizontal coordinates were established by GPS observations
 AA4727.and adjusted by the National Geodetic Survey in April 1995..
 AA4727
 AA4727.The orthometric height was determined by differential leveling
 AA4727.and adjusted by the National Geodetic Survey in April 1998..
 AA4727
 AA4727.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4727
 AA4727.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4727
 AA4727.The ellipsoidal height was determined by GPS observations
 AA4727.and is referenced to NAD 83.
 AA4727
 AA4727.The geoid height was determined by GEOID03.
 AA4727
 AA4727.The dynamic height is computed by dividing the NAVD 88
 AA4727.geopotential number by the normal gravity value computed on the
 AA4727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4727.degrees latitude (g = 980.6199 gals.).
 AA4727
 AA4727.The modeled gravity was interpolated from observed gravity values.
 AA4727
 AA4727;                    North         East     Units Scale Factor Converg.
 AA4727;SPC AL E     -   205,078.311   151,816.162   MT  0.99998862   -0 16 26.0
 AA4727;UTM  16      - 3,579,269.251   561,613.243   MT  0.99964681   +0 21 01.3
 AA4727
 AA4727!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4727!SPC AL E     -   0.99999529  x   0.99998862  =   0.99998391
 AA4727!UTM  16      -   0.99999529  x   0.99964681  =   0.99964210
 AA4727
 AA4727                          SUPERSEDED SURVEY CONTROL
 AA4727
 AA4727  ELLIP H (10/22/97)   30.06   (m)                       GP(       ) 4 1
 AA4727  ELLIP H (04/13/95)    1.85   (m)                       GP(       ) 4 1
 AA4727  NGVD 29 (04/13/95)   57.9    (m)          190.     (f) GPS OBS        
 AA4727
 AA4727.Superseded values are not recommended for survey control.
 AA4727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4727.See file dsdata.txt to determine how the superseded data were derived.
 AA4727
 AA4727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6161379269(NAD 83)
 AA4727_MARKER: DD = SURVEY DISK
 AA4727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4727_SP_SET: CONCRETE POST
 AA4727_STAMPING: STA. 5204 1994
 AA4727_MARK LOGO: AL-101
 AA4727_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4727+STABILITY: SURFACE MOTION
 AA4727_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4727+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4727
 AA4727  HISTORY     - Date     Condition        Report By
 AA4727  HISTORY     - 1994     MONUMENTED       CH2M
 AA4727  HISTORY     - 19940226 GOOD             MSI
 AA4727
 AA4727                          STATION DESCRIPTION
 AA4727
 AA4727'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4727'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4727'SOUTH QUADRANGLE, SECTION 22, T16N, R17E.  THE STATION IS LOCATED
 AA4727'APPROXIMATELY 250 YARDS SOUTHWEST OF AIRBASE BOULEVARD ON THE SOUTH
 AA4727'SIDE OF HAYNEVILLE ROAD (11) IN FRONT OF BRUNGART EQUIPMENT COMPANY.
 AA4727'THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5204 1994,
 AA4727'AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED
 AA4727'FLUSH WITH THE GROUND.  THE DISK IS LOCATED 34.52 FT (10.52 M) 351
 AA4727'DEGREES FROM A POWER POLE, 26.47 FT (8.07 M) 230 DEGREES FROM A SEWER
 AA4727'MANHOLE, AND 26.26 FT (8.00 M) 252 DEGREES FROM A STORM DRAIN.
 AA4727
 AA4727                          STATION RECOVERY (1994)
 AA4727
 AA4727'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4727'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4728 ***********************************************************************
 AA4728  DESIGNATION -  5205
 AA4728  PID         -  AA4728
 AA4728  STATE/COUNTY-  AL/MONTGOMERY
 AA4728  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4728
 AA4728                         *CURRENT SURVEY CONTROL
 AA4728  ___________________________________________________________________
 AA4728* NAD 83(1992)-  32 20 52.88328(N)    086 19 23.11376(W)     ADJUSTED  
 AA4728* NAVD 88     -        56.947  (meters)     186.83   (feet)  ADJUSTED  
 AA4728  ___________________________________________________________________
 AA4728  X           -     345,888.310 (meters)                     COMP
 AA4728  Y           -  -5,382,430.333 (meters)                     COMP
 AA4728  Z           -   3,393,112.728 (meters)                     COMP
 AA4728  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA4728  ELLIP HEIGHT-          29.03  (meters)          (07/29/02) GPS OBS
 AA4728  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AA4728  DYNAMIC HT  -          56.882 (meters)     186.62  (feet)  COMP
 AA4728  MODELED GRAV-     979,497.1   (mgal)                       NAVD 88
 AA4728
 AA4728  HORZ ORDER  -  FIRST
 AA4728  VERT ORDER  -  THIRD
 AA4728  ELLP ORDER  -  FOURTH    CLASS I
 AA4728
 AA4728.The horizontal coordinates were established by GPS observations
 AA4728.and adjusted by the National Geodetic Survey in April 1995..
 AA4728
 AA4728.The orthometric height was determined by differential leveling
 AA4728.and adjusted by the National Geodetic Survey in April 1998..
 AA4728
 AA4728.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4728
 AA4728.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4728
 AA4728.The ellipsoidal height was determined by GPS observations
 AA4728.and is referenced to NAD 83.
 AA4728
 AA4728.The geoid height was determined by GEOID03.
 AA4728
 AA4728.The dynamic height is computed by dividing the NAVD 88
 AA4728.geopotential number by the normal gravity value computed on the
 AA4728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4728.degrees latitude (g = 980.6199 gals.).
 AA4728
 AA4728.The modeled gravity was interpolated from observed gravity values.
 AA4728
 AA4728;                    North         East     Units Scale Factor Converg.
 AA4728;SPC AL E     -   205,000.168   153,898.883   MT  0.99998620   -0 15 43.4
 AA4728;UTM  16      - 3,579,213.823   563,695.986   MT  0.99965003   +0 21 43.9
 AA4728
 AA4728!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4728!SPC AL E     -   0.99999544  x   0.99998620  =   0.99998164
 AA4728!UTM  16      -   0.99999544  x   0.99965003  =   0.99964547
 AA4728
 AA4728                          SUPERSEDED SURVEY CONTROL
 AA4728
 AA4728  ELLIP H (10/22/97)   29.10   (m)                       GP(       ) 4 1
 AA4728  ELLIP H (04/13/95)    0.88   (m)                       GP(       ) 4 1
 AA4728  NGVD 29 (04/13/95)   56.9    (m)          187.     (f) GPS OBS        
 AA4728
 AA4728.Superseded values are not recommended for survey control.
 AA4728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4728.See file dsdata.txt to determine how the superseded data were derived.
 AA4728
 AA4728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6369679214(NAD 83)
 AA4728_MARKER: DD = SURVEY DISK
 AA4728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4728_SP_SET: CONCRETE POST
 AA4728_STAMPING: STA. 5205 1994
 AA4728_MARK LOGO: AL-101
 AA4728_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4728+STABILITY: SURFACE MOTION
 AA4728_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4728+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4728
 AA4728  HISTORY     - Date     Condition        Report By
 AA4728  HISTORY     - 1994     MONUMENTED       CH2M
 AA4728  HISTORY     - 19940226 GOOD             MSI
 AA4728
 AA4728                          STATION DESCRIPTION
 AA4728
 AA4728'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4728'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4728'SOUTH QUADRANGLE, SECTION 24, T16N, R17E.  THE STATION IS LOCATED
 AA4728'APPROXIMATELY 1500 FT (457.2 M) SOUTHEAST OF CARVER HIGH SCHOOL, 0.2
 AA4728'MI (0.3 KM) SOUTH OF FAIRVIEW AVENUE ON THE EAST SIDE OF OAK STREET.
 AA4728'THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5205 1994
 AA4728'AND SET ON TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4728'WITH THE GROUND.  THE DISK IS LOCATED 56.66 FT (17.27 M) 95 DEGREES
 AA4728'FROM THE CENTERLINE OF OAK STREET, 76.15 FT (23.21 M) 33 DEGREES FROM
 AA4728'A GUIDE POLE, AND 79.32 FT (24.18 M) 341 DEGREES FROM A MANHOLE.
 AA4728
 AA4728                          STATION RECOVERY (1994)
 AA4728
 AA4728'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4728'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4729 ***********************************************************************
 AA4729  DESIGNATION -  5206
 AA4729  PID         -  AA4729
 AA4729  STATE/COUNTY-  AL/MONTGOMERY
 AA4729  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4729
 AA4729                         *CURRENT SURVEY CONTROL
 AA4729  ___________________________________________________________________
 AA4729* NAD 83(1992)-  32 20 57.82498(N)    086 18 24.17004(W)     ADJUSTED  
 AA4729* NAVD 88     -        70.319  (meters)     230.70   (feet)  ADJUSTED  
 AA4729  ___________________________________________________________________
 AA4729  X           -     347,421.899 (meters)                     COMP
 AA4729  Y           -  -5,382,261.269 (meters)                     COMP
 AA4729  Z           -   3,393,248.486 (meters)                     COMP
 AA4729  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA4729  ELLIP HEIGHT-          42.41  (meters)          (07/29/02) GPS OBS
 AA4729  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AA4729  DYNAMIC HT  -          70.239 (meters)     230.44  (feet)  COMP
 AA4729  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 AA4729
 AA4729  HORZ ORDER  -  FIRST
 AA4729  VERT ORDER  -  THIRD
 AA4729  ELLP ORDER  -  FOURTH    CLASS I
 AA4729
 AA4729.The horizontal coordinates were established by GPS observations
 AA4729.and adjusted by the National Geodetic Survey in April 1995..
 AA4729
 AA4729.The orthometric height was determined by differential leveling
 AA4729.and adjusted by the National Geodetic Survey in April 1998..
 AA4729
 AA4729.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4729
 AA4729.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4729
 AA4729.The ellipsoidal height was determined by GPS observations
 AA4729.and is referenced to NAD 83.
 AA4729
 AA4729.The geoid height was determined by GEOID03.
 AA4729
 AA4729.The dynamic height is computed by dividing the NAVD 88
 AA4729.geopotential number by the normal gravity value computed on the
 AA4729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4729.degrees latitude (g = 980.6199 gals.).
 AA4729
 AA4729.The modeled gravity was interpolated from observed gravity values.
 AA4729
 AA4729;                    North         East     Units Scale Factor Converg.
 AA4729;SPC AL E     -   205,145.454   155,440.805   MT  0.99998448   -0 15 11.9
 AA4729;UTM  16      - 3,579,375.846   565,235.719   MT  0.99965248   +0 22 15.5
 AA4729
 AA4729!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4729!SPC AL E     -   0.99999334  x   0.99998448  =   0.99997782
 AA4729!UTM  16      -   0.99999334  x   0.99965248  =   0.99964582
 AA4729
 AA4729                          SUPERSEDED SURVEY CONTROL
 AA4729
 AA4729  ELLIP H (10/22/97)   42.48   (m)                       GP(       ) 4 1
 AA4729  ELLIP H (04/13/95)   14.24   (m)                       GP(       ) 4 1
 AA4729  NGVD 29 (04/13/95)   70.3    (m)          231.     (f) GPS OBS        
 AA4729
 AA4729.Superseded values are not recommended for survey control.
 AA4729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4729.See file dsdata.txt to determine how the superseded data were derived.
 AA4729
 AA4729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6523679376(NAD 83)
 AA4729_MARKER: DD = SURVEY DISK
 AA4729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4729_SP_SET: CONCRETE POST
 AA4729_STAMPING: STA. 5206 1994
 AA4729_MARK LOGO: AL-101
 AA4729_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4729+STABILITY: SURFACE MOTION
 AA4729_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4729+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4729
 AA4729  HISTORY     - Date     Condition        Report By
 AA4729  HISTORY     - 1994     MONUMENTED       CH2M
 AA4729  HISTORY     - 19940226 GOOD             MSI
 AA4729
 AA4729                          STATION DESCRIPTION
 AA4729
 AA4729'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4729'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4729'SOUTH QUADRANGLE, SECTION 19, T16N, R18E.  THE STATION IS LOCATED
 AA4729'APPROXIMATELY 1.8 MI (2.9 KM) NORTH OF THE SOUTHERN BOULEVARD ON THE
 AA4729'WEST SIDE OF SOUTH PERRY STREET AT THE MOUNT VERNON DRIVE
 AA4729'INTERSECTION. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4729'STA. 5206 1994 AND SET ON TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 AA4729'MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 53.9 FT (16.4 M)
 AA4729'251 DEGREES FROM A POWER POLE, 47.54 FT (14.49 M) 261 DEGREES FROM A
 AA4729'FIRE HYDRANT, 11.31 FT (3.45 M) 202 DEGREES FROM A STORM MANHOLE.
 AA4729
 AA4729                          STATION RECOVERY (1994)
 AA4729
 AA4729'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4729'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4730 ***********************************************************************
 AA4730  DESIGNATION -  5207
 AA4730  PID         -  AA4730
 AA4730  STATE/COUNTY-  AL/MONTGOMERY
 AA4730  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4730
 AA4730                         *CURRENT SURVEY CONTROL
 AA4730  ___________________________________________________________________
 AA4730* NAD 83(1992)-  32 20 58.65200(N)    086 16 57.12852(W)     ADJUSTED  
 AA4730* NAVD 88     -        75.456  (meters)     247.56   (feet)  ADJUSTED  
 AA4730  ___________________________________________________________________
 AA4730  X           -     349,692.521 (meters)                     COMP
 AA4730  Y           -  -5,382,104.895 (meters)                     COMP
 AA4730  Z           -   3,393,272.747 (meters)                     COMP
 AA4730  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA4730  ELLIP HEIGHT-          47.53  (meters)          (07/29/02) GPS OBS
 AA4730  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AA4730  DYNAMIC HT  -          75.369 (meters)     247.27  (feet)  COMP
 AA4730  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 AA4730
 AA4730  HORZ ORDER  -  FIRST
 AA4730  VERT ORDER  -  THIRD
 AA4730  ELLP ORDER  -  FOURTH    CLASS I
 AA4730
 AA4730.The horizontal coordinates were established by GPS observations
 AA4730.and adjusted by the National Geodetic Survey in April 1995..
 AA4730
 AA4730.The orthometric height was determined by differential leveling
 AA4730.and adjusted by the National Geodetic Survey in April 1998..
 AA4730
 AA4730.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4730
 AA4730.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4730
 AA4730.The ellipsoidal height was determined by GPS observations
 AA4730.and is referenced to NAD 83.
 AA4730
 AA4730.The geoid height was determined by GEOID03.
 AA4730
 AA4730.The dynamic height is computed by dividing the NAVD 88
 AA4730.geopotential number by the normal gravity value computed on the
 AA4730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4730.degrees latitude (g = 980.6199 gals.).
 AA4730
 AA4730.The modeled gravity was interpolated from observed gravity values.
 AA4730
 AA4730;                    North         East     Units Scale Factor Converg.
 AA4730;SPC AL E     -   205,161.124   157,716.821   MT  0.99998204   -0 14 25.3
 AA4730;UTM  16      - 3,579,416.300   567,510.681   MT  0.99965620   +0 23 02.1
 AA4730
 AA4730!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4730!SPC AL E     -   0.99999254  x   0.99998204  =   0.99997458
 AA4730!UTM  16      -   0.99999254  x   0.99965620  =   0.99964874
 AA4730
 AA4730                          SUPERSEDED SURVEY CONTROL
 AA4730
 AA4730  ELLIP H (10/22/97)   47.60   (m)                       GP(       ) 4 1
 AA4730  ELLIP H (04/13/95)   19.35   (m)                       GP(       ) 4 1
 AA4730  NGVD 29 (04/13/95)   75.5    (m)          248.     (f) GPS OBS        
 AA4730
 AA4730.Superseded values are not recommended for survey control.
 AA4730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4730.See file dsdata.txt to determine how the superseded data were derived.
 AA4730
 AA4730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6751179416(NAD 83)
 AA4730_MARKER: DD = SURVEY DISK
 AA4730_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4730_SP_SET: CONCRETE POST
 AA4730_STAMPING: STA. 5207 1994
 AA4730_MARK LOGO: AL-101
 AA4730_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4730_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4730+STABILITY: SURFACE MOTION
 AA4730_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4730+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4730
 AA4730  HISTORY     - Date     Condition        Report By
 AA4730  HISTORY     - 1994     MONUMENTED       CH2M
 AA4730  HISTORY     - 19940226 GOOD             MSI
 AA4730
 AA4730                          STATION DESCRIPTION
 AA4730
 AA4730'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4730'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4730'SOUTH QUADRANGLE, SECTION 20, T16N, R18E.  THE STATION IS LOCATED
 AA4730'APPROXIMATELY 0.2 MI (0.3 KM) NORTH OF WOODLEY ROAD ON THE WEST SIDE
 AA4730'OF NARROW LANE ROAD, NEXT TO TENNIS COURTS. THE STATION IS A
 AA4730'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5207 1994, AND SET IN THE
 AA4730'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4730'GROUND.  THE DISK IS LOCATED 21.30 FT (6.49 M) 269 DEGREES FROM THE
 AA4730'CENTERLINE OF NARROW LANE ROAD, 188.45 FT (57.44 M) 183 DEGREES FROM A
 AA4730'POWER POLE, AND 108.1 FT (32.9 M) 359 DEGREES FROM A POWER POLE.
 AA4730
 AA4730                          STATION RECOVERY (1994)
 AA4730
 AA4730'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4730'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4731 ***********************************************************************
 AA4731  DESIGNATION -  5208
 AA4731  PID         -  AA4731
 AA4731  STATE/COUNTY-  AL/MONTGOMERY
 AA4731  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4731
 AA4731                         *CURRENT SURVEY CONTROL
 AA4731  ___________________________________________________________________
 AA4731* NAD 83(1992)-  32 20 57.59497(N)    086 15 40.02290(W)     ADJUSTED  
 AA4731* NAVD 88     -        80.076  (meters)     262.72   (feet)  ADJUSTED  
 AA4731  ___________________________________________________________________
 AA4731  X           -     351,705.817 (meters)                     COMP
 AA4731  Y           -  -5,381,995.069 (meters)                     COMP
 AA4731  Z           -   3,393,247.707 (meters)                     COMP
 AA4731  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA4731  ELLIP HEIGHT-          52.14  (meters)          (07/29/02) GPS OBS
 AA4731  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AA4731  DYNAMIC HT  -          79.984 (meters)     262.41  (feet)  COMP
 AA4731  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 AA4731
 AA4731  HORZ ORDER  -  FIRST
 AA4731  VERT ORDER  -  THIRD
 AA4731  ELLP ORDER  -  FOURTH    CLASS I
 AA4731
 AA4731.The horizontal coordinates were established by GPS observations
 AA4731.and adjusted by the National Geodetic Survey in April 1995..
 AA4731
 AA4731.The orthometric height was determined by differential leveling
 AA4731.and adjusted by the National Geodetic Survey in April 1998..
 AA4731
 AA4731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4731
 AA4731.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4731
 AA4731.The ellipsoidal height was determined by GPS observations
 AA4731.and is referenced to NAD 83.
 AA4731
 AA4731.The geoid height was determined by GEOID03.
 AA4731
 AA4731.The dynamic height is computed by dividing the NAVD 88
 AA4731.geopotential number by the normal gravity value computed on the
 AA4731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4731.degrees latitude (g = 980.6199 gals.).
 AA4731
 AA4731.The modeled gravity was interpolated from observed gravity values.
 AA4731
 AA4731;                    North         East     Units Scale Factor Converg.
 AA4731;SPC AL E     -   205,120.309   159,732.794   MT  0.99997999   -0 13 44.0
 AA4731;UTM  16      - 3,579,397.458   569,526.327   MT  0.99965961   +0 23 43.4
 AA4731
 AA4731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4731!SPC AL E     -   0.99999181  x   0.99997999  =   0.99997180
 AA4731!UTM  16      -   0.99999181  x   0.99965961  =   0.99965143
 AA4731
 AA4731                          SUPERSEDED SURVEY CONTROL
 AA4731
 AA4731  ELLIP H (10/22/97)   52.21   (m)                       GP(       ) 4 1
 AA4731  ELLIP H (04/13/95)   23.94   (m)                       GP(       ) 4 1
 AA4731  NGVD 29 (04/13/95)   80.1    (m)          263.     (f) GPS OBS        
 AA4731
 AA4731.Superseded values are not recommended for survey control.
 AA4731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4731.See file dsdata.txt to determine how the superseded data were derived.
 AA4731
 AA4731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6952679397(NAD 83)
 AA4731_MARKER: DD = SURVEY DISK
 AA4731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4731_SP_SET: CONCRETE POST
 AA4731_STAMPING: STA. 5208 1994
 AA4731_MARK LOGO: AL-101
 AA4731_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4731+STABILITY: SURFACE MOTION
 AA4731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4731+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4731
 AA4731  HISTORY     - Date     Condition        Report By
 AA4731  HISTORY     - 1994     MONUMENTED       CH2M
 AA4731  HISTORY     - 19940226 GOOD             MSI
 AA4731
 AA4731                          STATION DESCRIPTION
 AA4731
 AA4731'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4731'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4731'SOUTH QUADRANGLE, SECTION 21, T16N, R18E.  THE STATION IS LOCATED
 AA4731'APPROXIMATELY 0.8 MI (1.3 KM) NORTH OF MCGEHEE ROAD ON THE WEST SIDE
 AA4731'OF CARTER HILL ROAD AT THE KNIGHTS CURVE ROAD INTERSECTION. THE
 AA4731'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5208 1994 AND
 AA4731'SET ON TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH
 AA4731'THE GROUND.  THE DISK IS LOCATED 21.57 FT (6.57 M) 255 DEGREES FROM
 AA4731'THE CENTERLINE OF CARTER HILL ROAD, 22.14 FT (6.75 M) 6 DEGREES FROM A
 AA4731'LIGHT POLE, AND 154.4 FT (47.1 M) 158 DEGREES FROM A STEEL GUIDE POLE.
 AA4731
 AA4731                          STATION RECOVERY (1994)
 AA4731
 AA4731'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4731'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4732 ***********************************************************************
 AA4732  DESIGNATION -  5210
 AA4732  PID         -  AA4732
 AA4732  STATE/COUNTY-  AL/MONTGOMERY
 AA4732  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4732
 AA4732                         *CURRENT SURVEY CONTROL
 AA4732  ___________________________________________________________________
 AA4732* NAD 83(1992)-  32 20 18.97562(N)    086 20 27.16221(W)     ADJUSTED  
 AA4732* NAVD 88     -        54.128  (meters)     177.58   (feet)  ADJUSTED  
 AA4732  ___________________________________________________________________
 AA4732  X           -     344,252.475 (meters)                     COMP
 AA4732  Y           -  -5,383,092.766 (meters)                     COMP
 AA4732  Z           -   3,392,228.792 (meters)                     COMP
 AA4732  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA4732  ELLIP HEIGHT-          26.23  (meters)          (07/29/02) GPS OBS
 AA4732  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA4732  DYNAMIC HT  -          54.066 (meters)     177.38  (feet)  COMP
 AA4732  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 AA4732
 AA4732  HORZ ORDER  -  FIRST
 AA4732  VERT ORDER  -  THIRD
 AA4732  ELLP ORDER  -  FOURTH    CLASS I
 AA4732
 AA4732.The horizontal coordinates were established by GPS observations
 AA4732.and adjusted by the National Geodetic Survey in April 1995..
 AA4732
 AA4732.The orthometric height was determined by differential leveling
 AA4732.and adjusted by the National Geodetic Survey in April 1998..
 AA4732
 AA4732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4732
 AA4732.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4732
 AA4732.The ellipsoidal height was determined by GPS observations
 AA4732.and is referenced to NAD 83.
 AA4732
 AA4732.The geoid height was determined by GEOID03.
 AA4732
 AA4732.The dynamic height is computed by dividing the NAVD 88
 AA4732.geopotential number by the normal gravity value computed on the
 AA4732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4732.degrees latitude (g = 980.6199 gals.).
 AA4732
 AA4732.The modeled gravity was interpolated from observed gravity values.
 AA4732
 AA4732;                    North         East     Units Scale Factor Converg.
 AA4732;SPC AL E     -   203,963.514   152,219.204   MT  0.99998814   -0 16 17.4
 AA4732;UTM  16      - 3,578,159.289   562,028.264   MT  0.99964744   +0 21 09.3
 AA4732
 AA4732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4732!SPC AL E     -   0.99999588  x   0.99998814  =   0.99998402
 AA4732!UTM  16      -   0.99999588  x   0.99964744  =   0.99964332
 AA4732
 AA4732                          SUPERSEDED SURVEY CONTROL
 AA4732
 AA4732  ELLIP H (10/22/97)   26.30   (m)                       GP(       ) 4 1
 AA4732  ELLIP H (04/13/95)   -1.89   (m)                       GP(       ) 4 1
 AA4732  NGVD 29 (04/13/95)   54.1    (m)          177.     (f) GPS OBS        
 AA4732
 AA4732.Superseded values are not recommended for survey control.
 AA4732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4732.See file dsdata.txt to determine how the superseded data were derived.
 AA4732
 AA4732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6202878159(NAD 83)
 AA4732_MARKER: DD = SURVEY DISK
 AA4732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4732_SP_SET: CONCRETE POST
 AA4732_STAMPING: STA. 5210 1994
 AA4732_MARK LOGO: AL-101
 AA4732_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4732+STABILITY: SURFACE MOTION
 AA4732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4732+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4732
 AA4732  HISTORY     - Date     Condition        Report By
 AA4732  HISTORY     - 1994     MONUMENTED       CH2M
 AA4732  HISTORY     - 19940226 GOOD             MSI
 AA4732
 AA4732                          STATION DESCRIPTION
 AA4732
 AA4732'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4732'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4732'SOUTH QUADRANGLE, SECTION 27, T16N, R17E.  THE STATION IS LOCATED
 AA4732'APPROXIMATELY 0.65 MI (1.05 KM) NORTH OF THE HIGHWAY 82 31
 AA4732'INTERSECTION ON THE WEST SIDE OF MOBILE HIGHWAY (80), IN FRONT OF THE
 AA4732'CLOSED DRIVE-IN THEATER. THE STATION IS A MONTGOMERY COUNTY SURVEY
 AA4732'DISK STAMPED STA. 5210 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4732'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND. THE DISK IS LOCATED
 AA4732'44.55 FT (13.58 M) 288 DEGREES FROM THE CENTERLINE OF ROUTE 80, 89.78
 AA4732'FT (27.36 M) 22 DEGREES FROM A POWER POLE, AND 78.3 FT (23.9 M) 186
 AA4732'DEGREES FROM A POWER POLE.
 AA4732
 AA4732                          STATION RECOVERY (1994)
 AA4732
 AA4732'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4732'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4733 ***********************************************************************
 AA4733  DESIGNATION -  5212
 AA4733  PID         -  AA4733
 AA4733  STATE/COUNTY-  AL/MONTGOMERY
 AA4733  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4733
 AA4733                         *CURRENT SURVEY CONTROL
 AA4733  ___________________________________________________________________
 AA4733* NAD 83(1992)-  32 20 20.37662(N)    086 18 29.29141(W)     ADJUSTED  
 AA4733* NAVD 88     -        62.764  (meters)     205.92   (feet)  ADJUSTED  
 AA4733  ___________________________________________________________________
 AA4733  X           -     347,327.591 (meters)                     COMP
 AA4733  Y           -  -5,382,879.410 (meters)                     COMP
 AA4733  Z           -   3,392,269.876 (meters)                     COMP
 AA4733  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA4733  ELLIP HEIGHT-          34.87  (meters)          (07/29/02) GPS OBS
 AA4733  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AA4733  DYNAMIC HT  -          62.692 (meters)     205.68  (feet)  COMP
 AA4733  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 AA4733
 AA4733  HORZ ORDER  -  FIRST
 AA4733  VERT ORDER  -  THIRD
 AA4733  ELLP ORDER  -  FOURTH    CLASS I
 AA4733
 AA4733.The horizontal coordinates were established by GPS observations
 AA4733.and adjusted by the National Geodetic Survey in April 1995..
 AA4733
 AA4733.The orthometric height was determined by differential leveling
 AA4733.and adjusted by the National Geodetic Survey in April 1998..
 AA4733
 AA4733.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4733
 AA4733.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4733
 AA4733.The ellipsoidal height was determined by GPS observations
 AA4733.and is referenced to NAD 83.
 AA4733
 AA4733.The geoid height was determined by GEOID03.
 AA4733
 AA4733.The dynamic height is computed by dividing the NAVD 88
 AA4733.geopotential number by the normal gravity value computed on the
 AA4733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4733.degrees latitude (g = 980.6199 gals.).
 AA4733
 AA4733.The modeled gravity was interpolated from observed gravity values.
 AA4733
 AA4733;                    North         East     Units Scale Factor Converg.
 AA4733;SPC AL E     -   203,992.533   155,301.781   MT  0.99998463   -0 15 14.4
 AA4733;UTM  16      - 3,578,221.863   565,109.305   MT  0.99965228   +0 22 12.4
 AA4733
 AA4733!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4733!SPC AL E     -   0.99999453  x   0.99998463  =   0.99997916
 AA4733!UTM  16      -   0.99999453  x   0.99965228  =   0.99964681
 AA4733
 AA4733                          SUPERSEDED SURVEY CONTROL
 AA4733
 AA4733  ELLIP H (10/22/97)   34.94   (m)                       GP(       ) 4 1
 AA4733  ELLIP H (04/13/95)    6.74   (m)                       GP(       ) 4 1
 AA4733  NGVD 29 (04/13/95)   62.8    (m)          206.     (f) GPS OBS        
 AA4733
 AA4733.Superseded values are not recommended for survey control.
 AA4733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4733.See file dsdata.txt to determine how the superseded data were derived.
 AA4733
 AA4733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6510978222(NAD 83)
 AA4733_MARKER: DD = SURVEY DISK
 AA4733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4733_SP_SET: CONCRETE POST
 AA4733_STAMPING: STA. 5212 1994
 AA4733_MARK LOGO: AL-101
 AA4733_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4733+STABILITY: SURFACE MOTION
 AA4733_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4733+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4733
 AA4733  HISTORY     - Date     Condition        Report By
 AA4733  HISTORY     - 1994     MONUMENTED       CH2M
 AA4733  HISTORY     - 19940226 GOOD             MSI
 AA4733
 AA4733                          STATION DESCRIPTION
 AA4733
 AA4733'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4733'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4733'SOUTH QUADRANGLE, SECTION 25, T16N, R18E.  THE STATION IS LOCATED
 AA4733'APPROXIMATELY 0.85 MI (1.37 KM) NORTH OF THE SOUTHERN BOULEVARD (82)
 AA4733'ON THE WEST SIDE OF COURT STREET (331) APPROXIMATELY 50 FT (15.2 M)
 AA4733'SOUTH OF NATIONAL STREET. THE STATION IS A MONTGOMERY COUNTY SURVEY
 AA4733'DISK STAMPED STA. 5212 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4733'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4733'21.42 FT (6.53 M) 270 DEGREES FROM THE CENTERLINE OF SOUTH COURT
 AA4733'STREET, 48.42 FT (14.76 M) 248 DEGREES FROM A POWER POLE, AND 62.23 FT
 AA4733'(18.97 M) 53 DEGREES FROM THE EASTERN CORNER OF 3750 SOUTH COURT
 AA4733'STREET.
 AA4733
 AA4733                          STATION RECOVERY (1994)
 AA4733
 AA4733'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4733'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4734 ***********************************************************************
 AA4734  DESIGNATION -  5214
 AA4734  PID         -  AA4734
 AA4734  STATE/COUNTY-  AL/MONTGOMERY
 AA4734  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4734
 AA4734                         *CURRENT SURVEY CONTROL
 AA4734  ___________________________________________________________________
 AA4734* NAD 83(1992)-  32 20 18.49594(N)    086 15 39.29139(W)     ADJUSTED  
 AA4734* NAVD 88     -        76.793  (meters)     251.94   (feet)  ADJUSTED  
 AA4734  ___________________________________________________________________
 AA4734  X           -     351,766.745 (meters)                     COMP
 AA4734  Y           -  -5,382,634.055 (meters)                     COMP
 AA4734  Z           -   3,392,228.423 (meters)                     COMP
 AA4734  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA4734  ELLIP HEIGHT-          48.88  (meters)          (07/29/02) GPS OBS
 AA4734  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA4734  DYNAMIC HT  -          76.705 (meters)     251.66  (feet)  COMP
 AA4734  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 AA4734
 AA4734  HORZ ORDER  -  FIRST
 AA4734  VERT ORDER  -  THIRD
 AA4734  ELLP ORDER  -  FOURTH    CLASS I
 AA4734
 AA4734.The horizontal coordinates were established by GPS observations
 AA4734.and adjusted by the National Geodetic Survey in April 1995..
 AA4734
 AA4734.The orthometric height was determined by differential leveling
 AA4734.and adjusted by the National Geodetic Survey in April 1998..
 AA4734
 AA4734.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4734
 AA4734.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4734
 AA4734.The ellipsoidal height was determined by GPS observations
 AA4734.and is referenced to NAD 83.
 AA4734
 AA4734.The geoid height was determined by GEOID03.
 AA4734
 AA4734.The dynamic height is computed by dividing the NAVD 88
 AA4734.geopotential number by the normal gravity value computed on the
 AA4734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4734.degrees latitude (g = 980.6199 gals.).
 AA4734
 AA4734.The modeled gravity was interpolated from observed gravity values.
 AA4734
 AA4734;                    North         East     Units Scale Factor Converg.
 AA4734;SPC AL E     -   203,915.876   159,747.112   MT  0.99997997   -0 13 43.4
 AA4734;UTM  16      - 3,578,193.639   569,553.757   MT  0.99965966   +0 23 43.3
 AA4734
 AA4734!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4734!SPC AL E     -   0.99999233  x   0.99997997  =   0.99997230
 AA4734!UTM  16      -   0.99999233  x   0.99965966  =   0.99965199
 AA4734
 AA4734                          SUPERSEDED SURVEY CONTROL
 AA4734
 AA4734  ELLIP H (10/22/97)   48.95   (m)                       GP(       ) 4 1
 AA4734  ELLIP H (04/13/95)   20.72   (m)                       GP(       ) 4 1
 AA4734  NGVD 29 (04/13/95)   76.8    (m)          252.     (f) GPS OBS        
 AA4734
 AA4734.Superseded values are not recommended for survey control.
 AA4734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4734.See file dsdata.txt to determine how the superseded data were derived.
 AA4734
 AA4734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6955478194(NAD 83)
 AA4734_MARKER: DD = SURVEY DISK
 AA4734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4734_SP_SET: CONCRETE POST
 AA4734_STAMPING: STA. 5214 1994
 AA4734_MARK LOGO: AL-101
 AA4734_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4734+STABILITY: SURFACE MOTION
 AA4734_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4734+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4734
 AA4734  HISTORY     - Date     Condition        Report By
 AA4734  HISTORY     - 1994     MONUMENTED       CH2M
 AA4734  HISTORY     - 19940226 GOOD             MSI
 AA4734
 AA4734                          STATION DESCRIPTION
 AA4734
 AA4734'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4734'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4734'SOUTH QUADRANGLE, SECTION 28, T16N, R18E. THE STATION IS LOCATED 100
 AA4734'YARDS NORTH OF MCGEHEE ROAD ON THE WEST SIDE OF CARTER HILL ROAD IN
 AA4734'THE SUPER FOODS PARKING AREA. THE STATION IS A MONTGOMERY COUNTY
 AA4734'SURVEY DISK STAMPED STA. 5214 1994 AND SET ON TOP OF A 10 INCH
 AA4734'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS
 AA4734'LOCATED 24.84 FT (7.57 M) 269 DEGREES FROM THE CENTERLINE OF CARTER
 AA4734'HILL ROAD, 112.3 FT (34.2 M) 358 DEGREES FROM A POWER POLE, AND 107.59
 AA4734'FT (32.79 M) 130 DEGREES FROM A POWER POLE.
 AA4734
 AA4734                          STATION RECOVERY (1994)
 AA4734
 AA4734'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4734'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4735 ***********************************************************************
 AA4735  DESIGNATION -  5216
 AA4735  PID         -  AA4735
 AA4735  STATE/COUNTY-  AL/MONTGOMERY
 AA4735  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4735
 AA4735                         *CURRENT SURVEY CONTROL
 AA4735  ___________________________________________________________________
 AA4735* NAD 83(1992)-  32 19 46.59213(N)    086 20 53.64182(W)     ADJUSTED  
 AA4735* NAVD 88     -        62.707  (meters)     205.73   (feet)  ADJUSTED  
 AA4735  ___________________________________________________________________
 AA4735  X           -     343,595.853 (meters)                     COMP
 AA4735  Y           -  -5,383,676.618 (meters)                     COMP
 AA4735  Z           -   3,391,390.535 (meters)                     COMP
 AA4735  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 AA4735  ELLIP HEIGHT-          34.83  (meters)          (07/29/02) GPS OBS
 AA4735  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA4735  DYNAMIC HT  -          62.635 (meters)     205.50  (feet)  COMP
 AA4735  MODELED GRAV-     979,497.0   (mgal)                       NAVD 88
 AA4735
 AA4735  HORZ ORDER  -  FIRST
 AA4735  VERT ORDER  -  THIRD
 AA4735  ELLP ORDER  -  FOURTH    CLASS I
 AA4735
 AA4735.The horizontal coordinates were established by GPS observations
 AA4735.and adjusted by the National Geodetic Survey in April 1995..
 AA4735
 AA4735.The orthometric height was determined by differential leveling
 AA4735.and adjusted by the National Geodetic Survey in April 1998..
 AA4735
 AA4735.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4735
 AA4735.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4735
 AA4735.The ellipsoidal height was determined by GPS observations
 AA4735.and is referenced to NAD 83.
 AA4735
 AA4735.The geoid height was determined by GEOID03.
 AA4735
 AA4735.The dynamic height is computed by dividing the NAVD 88
 AA4735.geopotential number by the normal gravity value computed on the
 AA4735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4735.degrees latitude (g = 980.6199 gals.).
 AA4735
 AA4735.The modeled gravity was interpolated from observed gravity values.
 AA4735
 AA4735;                    North         East     Units Scale Factor Converg.
 AA4735;SPC AL E     -   202,969.316   151,521.952   MT  0.99998897   -0 16 31.3
 AA4735;UTM  16      - 3,577,157.899   561,342.116   MT  0.99964640   +0 20 54.8
 AA4735
 AA4735!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4735!SPC AL E     -   0.99999453  x   0.99998897  =   0.99998350
 AA4735!UTM  16      -   0.99999453  x   0.99964640  =   0.99964093
 AA4735
 AA4735                          SUPERSEDED SURVEY CONTROL
 AA4735
 AA4735  ELLIP H (10/22/97)   34.90   (m)                       GP(       ) 4 1
 AA4735  ELLIP H (04/13/95)    6.73   (m)                       GP(       ) 4 1
 AA4735  NGVD 29 (04/13/95)   62.7    (m)          206.     (f) GPS OBS        
 AA4735
 AA4735.Superseded values are not recommended for survey control.
 AA4735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4735.See file dsdata.txt to determine how the superseded data were derived.
 AA4735
 AA4735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6134277158(NAD 83)
 AA4735_MARKER: DD = SURVEY DISK
 AA4735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4735_SP_SET: CONCRETE POST
 AA4735_STAMPING: STA. 5216 1994
 AA4735_MARK LOGO: AL-101
 AA4735_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4735+STABILITY: SURFACE MOTION
 AA4735_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4735+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 AA4735
 AA4735  HISTORY     - Date     Condition        Report By
 AA4735  HISTORY     - 1994     MONUMENTED       CH2M
 AA4735  HISTORY     - 19940226 GOOD             MSI
 AA4735  HISTORY     - 20030711 GOOD             JCLS
 AA4735
 AA4735                          STATION DESCRIPTION
 AA4735
 AA4735'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4735'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4735'SOUTH QUADRANGLE, SECTION 34, T16N, R17E.  THE STATION IS LOCATED
 AA4735'APPROXIMATELY 0.2 MI (0.3 KM) WEST OF ROUTE 82 ROUTE 80 INTERSECTION
 AA4735'ON THE SOUTH SIDE OF ROUTE 82, 50 YARDS WEST OF THE
 AA4735'LOUISVILLE-NASHVILLE RAILROAD TRACKS. THE STATION IS A MONTGOMERY
 AA4735'COUNTY SURVEY DISK STAMPED STA. 5216 1994, AND SET IN THE TOP OF A 10
 AA4735'INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE
 AA4735'DISK IS LOCATED 25.2 FT (7.7 M) 187 DEGREES FROM THE CENTERLINE OF
 AA4735'ROUTE 82 31, 70.87 FT (21.60 M) 269 DEGREES FROM THE SOUTHWEST CORNER
 AA4735'OF A BRIDGE.
 AA4735
 AA4735                          STATION RECOVERY (1994)
 AA4735
 AA4735'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4735'RECOVERED AS DESCRIBED.
 AA4735
 AA4735                          STATION RECOVERY (2003)
 AA4735
 AA4735'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA4735'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4736 ***********************************************************************
 AA4736  DESIGNATION -  5219
 AA4736  PID         -  AA4736
 AA4736  STATE/COUNTY-  AL/MONTGOMERY
 AA4736  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4736
 AA4736                         *CURRENT SURVEY CONTROL
 AA4736  ___________________________________________________________________
 AA4736* NAD 83(1992)-  32 19 46.94727(N)    086 16 55.40994(W)     ADJUSTED  
 AA4736* NAVD 88     -        69.451  (meters)     227.86   (feet)  ADJUSTED  
 AA4736  ___________________________________________________________________
 AA4736  X           -     349,813.655 (meters)                     COMP
 AA4736  Y           -  -5,383,276.026 (meters)                     COMP
 AA4736  Z           -   3,391,403.383 (meters)                     COMP
 AA4736  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA4736  ELLIP HEIGHT-          41.57  (meters)          (07/29/02) GPS OBS
 AA4736  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AA4736  DYNAMIC HT  -          69.372 (meters)     227.60  (feet)  COMP
 AA4736  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 AA4736
 AA4736  HORZ ORDER  -  FIRST
 AA4736  VERT ORDER  -  THIRD
 AA4736  ELLP ORDER  -  FOURTH    CLASS I
 AA4736
 AA4736.The horizontal coordinates were established by GPS observations
 AA4736.and adjusted by the National Geodetic Survey in April 1995..
 AA4736
 AA4736.The orthometric height was determined by differential leveling
 AA4736.and adjusted by the National Geodetic Survey in April 1998..
 AA4736
 AA4736.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4736
 AA4736.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4736
 AA4736.The ellipsoidal height was determined by GPS observations
 AA4736.and is referenced to NAD 83.
 AA4736
 AA4736.The geoid height was determined by GEOID03.
 AA4736
 AA4736.The dynamic height is computed by dividing the NAVD 88
 AA4736.geopotential number by the normal gravity value computed on the
 AA4736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4736.degrees latitude (g = 980.6199 gals.).
 AA4736
 AA4736.The modeled gravity was interpolated from observed gravity values.
 AA4736
 AA4736;                    North         East     Units Scale Factor Converg.
 AA4736;SPC AL E     -   202,952.235   157,752.504   MT  0.99998200   -0 14 23.9
 AA4736;UTM  16      - 3,577,208.650   567,570.402   MT  0.99965630   +0 23 02.3
 AA4736
 AA4736!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4736!SPC AL E     -   0.99999347  x   0.99998200  =   0.99997547
 AA4736!UTM  16      -   0.99999347  x   0.99965630  =   0.99964978
 AA4736
 AA4736                          SUPERSEDED SURVEY CONTROL
 AA4736
 AA4736  ELLIP H (10/22/97)   41.64   (m)                       GP(       ) 4 1
 AA4736  ELLIP H (04/13/95)   13.44   (m)                       GP(       ) 4 1
 AA4736  NGVD 29 (04/13/95)   69.4    (m)          228.     (f) GPS OBS        
 AA4736
 AA4736.Superseded values are not recommended for survey control.
 AA4736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4736.See file dsdata.txt to determine how the superseded data were derived.
 AA4736
 AA4736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6757077209(NAD 83)
 AA4736_MARKER: DD = SURVEY DISK
 AA4736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4736_SP_SET: CONCRETE POST
 AA4736_STAMPING: STA. 5219 1994
 AA4736_MARK LOGO: AL-101
 AA4736_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4736+STABILITY: SURFACE MOTION
 AA4736_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4736+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4736
 AA4736  HISTORY     - Date     Condition        Report By
 AA4736  HISTORY     - 1994     MONUMENTED       CH2M
 AA4736  HISTORY     - 19940226 GOOD             MSI
 AA4736
 AA4736                          STATION DESCRIPTION
 AA4736
 AA4736'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4736'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4736'SOUTH QUADRANGLE, SECTION 32, T16N, R18E.  THE STATION IS LOCATED
 AA4736'APPROXIMATELY 0.1 MI (0.2 KM) NORTH OF THE SOUTHERN BOULEVARD ON THE
 AA4736'EAST SIDE OF NARROW LANE ROAD AT THE BEVERLY DRIVE INTERSECTION. THE
 AA4736'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5219 1994 AND
 AA4736'SET ON TOP OF A 10 INCH DIAMETER SET IN THE TOP OF A 10 INCH DIAMETER
 AA4736'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND. THE DISK IS LOCATED
 AA4736'77 FT (23.5 M) 44 DEGREES FROM A POWER POLE, 68.4 FT (20.8 M) 140
 AA4736'DEGREES FROM A POWER POLE, AND 24.24 FT (7.39 M) 95 DEGREES FROM THE
 AA4736'CENTERLINE OF NARROW LANE ROAD.
 AA4736
 AA4736                          STATION RECOVERY (1994)
 AA4736
 AA4736'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4736'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1236 ***********************************************************************
 CM1236  DESIGNATION -  522 A
 CM1236  PID         -  CM1236
 CM1236  STATE/COUNTY-  AL/MACON
 CM1236  USGS QUAD   -  NOTASULGA (1971)
 CM1236
 CM1236                         *CURRENT SURVEY CONTROL
 CM1236  ___________________________________________________________________
 CM1236* NAD 83(1986)-  32 33 38.     (N)    085 40 22.     (W)     SCALED    
 CM1236* NAVD 88     -       158.896  (meters)     521.31   (feet)  ADJUSTED  
 CM1236  ___________________________________________________________________
 CM1236  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CM1236  DYNAMIC HT  -         158.710 (meters)     520.70  (feet)  COMP
 CM1236  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 CM1236  OBS GRAVITY -     979,463.5   (mgal)                       GRAV_OBS
 CM1236
 CM1236  VERT ORDER  -  FIRST     CLASS I
 CM1236
 CM1236.The horizontal coordinates were scaled from a topographic map and have
 CM1236.an estimated accuracy of +/- 6 seconds.
 CM1236
 CM1236.The orthometric height was determined by differential leveling
 CM1236.and adjusted by the National Geodetic Survey in June 1991..
 CM1236
 CM1236.The geoid height was determined by GEOID03.
 CM1236
 CM1236.The dynamic height is computed by dividing the NAVD 88
 CM1236.geopotential number by the normal gravity value computed on the
 CM1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1236.degrees latitude (g = 980.6199 gals.).
 CM1236
 CM1236.The modeled gravity was interpolated from observed gravity values.
 CM1236.The observed gravity was obtained from relative gravimeter ties
 CM1236.to the IGSN71 gravity network.
 CM1236
 CM1236;                    North         East    Units  Estimated Accuracy
 CM1236;SPC AL E     -   228,470.      215,080.      MT  (+/- 180 meters Scaled)
 CM1236
 CM1236                          SUPERSEDED SURVEY CONTROL
 CM1236
 CM1236  NGVD 29 (??/??/92)  158.870  (m)          521.23   (f) ADJ UNCH    1 1
 CM1236
 CM1236.Superseded values are not recommended for survey control.
 CM1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1236.See file dsdata.txt to determine how the superseded data were derived.
 CM1236
 CM1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB245033(NAD 83)
 CM1236_MARKER: DD = SURVEY DISK
 CM1236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1236_SP_SET: BUILDING
 CM1236_STAMPING: 521.226 522 A
 CM1236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1236
 CM1236  HISTORY     - Date     Condition        Report By
 CM1236  HISTORY     - UNK      MONUMENTED       USGS
 CM1236  HISTORY     - 1968     GOOD             NGS
 CM1236  HISTORY     - 1971     GOOD             USGS
 CM1236
 CM1236                          STATION DESCRIPTION
 CM1236
 CM1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM1236'AT NOTASULGA.
 CM1236'AT NOTASULGA, ABOUT 0.2 MILE SOUTH ALONG STATE HIGHWAY 81 FROM
 CM1236'THE JUNCTION OF STATE HIGHWAY 14, AT THE SOUTHWEST CORNER OF THE
 CM1236'INTERSECTION OF LYONS AND HARDWICK STREETS, SET VERTICALLY IN
 CM1236'THE NORTH FACE OF THE NORTHEAST CORNER OF A LARGE CONCRETE BLOCK
 CM1236'BUILDING WITH A RED BRICK FRONT, 16 FEET WEST OF THE WEST CURB
 CM1236'OF LYONS STREET, 5.5 FEET SOUTH OF THE CURB OF HARDWICK STREET,
 CM1236'5.1 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, 4.2 FEET
 CM1236'ABOVE THE LEVEL OF THE GROUND AND ABOUT 5 FEET ABOVE THE LEVEL OF
 CM1236'THE STREETS.
 CM1236
 CM1236                          STATION RECOVERY (1971)
 CM1236
 CM1236'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4737 ***********************************************************************
 AA4737  DESIGNATION -  5220
 AA4737  PID         -  AA4737
 AA4737  STATE/COUNTY-  AL/MONTGOMERY
 AA4737  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4737
 AA4737                         *CURRENT SURVEY CONTROL
 AA4737  ___________________________________________________________________
 AA4737* NAD 83(1992)-  32 19 45.02304(N)    086 15 56.33426(W)     ADJUSTED  
 AA4737* NAVD 88     -        67.088  (meters)     220.10   (feet)  ADJUSTED  
 AA4737  ___________________________________________________________________
 AA4737  X           -     351,357.383 (meters)                     COMP
 AA4737  Y           -  -5,383,205.249 (meters)                     COMP
 AA4737  Z           -   3,391,352.030 (meters)                     COMP
 AA4737  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA4737  ELLIP HEIGHT-          39.20  (meters)          (07/29/02) GPS OBS
 AA4737  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AA4737  DYNAMIC HT  -          67.011 (meters)     219.85  (feet)  COMP
 AA4737  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 AA4737
 AA4737  HORZ ORDER  -  FIRST
 AA4737  VERT ORDER  -  THIRD
 AA4737  ELLP ORDER  -  FOURTH    CLASS I
 AA4737
 AA4737.The horizontal coordinates were established by GPS observations
 AA4737.and adjusted by the National Geodetic Survey in April 1995..
 AA4737
 AA4737.The orthometric height was determined by differential leveling
 AA4737.and adjusted by the National Geodetic Survey in April 1998..
 AA4737
 AA4737.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4737
 AA4737.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4737
 AA4737.The ellipsoidal height was determined by GPS observations
 AA4737.and is referenced to NAD 83.
 AA4737
 AA4737.The geoid height was determined by GEOID03.
 AA4737
 AA4737.The dynamic height is computed by dividing the NAVD 88
 AA4737.geopotential number by the normal gravity value computed on the
 AA4737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4737.degrees latitude (g = 980.6199 gals.).
 AA4737
 AA4737.The modeled gravity was interpolated from observed gravity values.
 AA4737
 AA4737;                    North         East     Units Scale Factor Converg.
 AA4737;SPC AL E     -   202,886.611   159,297.272   MT  0.99998042   -0 13 52.3
 AA4737;UTM  16      - 3,577,159.867   569,115.293   MT  0.99965891   +0 23 33.8
 AA4737
 AA4737!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4737!SPC AL E     -   0.99999385  x   0.99998042  =   0.99997427
 AA4737!UTM  16      -   0.99999385  x   0.99965891  =   0.99965276
 AA4737
 AA4737                          SUPERSEDED SURVEY CONTROL
 AA4737
 AA4737  ELLIP H (10/22/97)   39.27   (m)                       GP(       ) 4 1
 AA4737  ELLIP H (04/13/95)   11.07   (m)                       GP(       ) 4 1
 AA4737  NGVD 29 (04/13/95)   67.1    (m)          220.     (f) GPS OBS        
 AA4737
 AA4737.Superseded values are not recommended for survey control.
 AA4737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4737.See file dsdata.txt to determine how the superseded data were derived.
 AA4737
 AA4737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6911577160(NAD 83)
 AA4737_MARKER: DD = SURVEY DISK
 AA4737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4737_SP_SET: CONCRETE POST
 AA4737_STAMPING: STA. 5220 1994
 AA4737_MARK LOGO: AL-101
 AA4737_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4737+STABILITY: SURFACE MOTION
 AA4737_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4737+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4737
 AA4737  HISTORY     - Date     Condition        Report By
 AA4737  HISTORY     - 1994     MONUMENTED       CH2M
 AA4737  HISTORY     - 19940226 GOOD             MSI
 AA4737
 AA4737                          STATION DESCRIPTION
 AA4737
 AA4737'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4737'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4737'SOUTH QUADRANGLE, SECTION 33, T16N, R18E.  THE STATION IS LOCATED
 AA4737'APPROXIMATELY 0.1 MI (0.2 KM) NORTH OF THE SOUTHERN BOULEVARD ON THE
 AA4737'WEST SIDE OF WOODLEY ROAD NEXT TO ALABAMA POWER SUBSTATION NO 259. THE
 AA4737'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5220 1994, AND
 AA4737'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4737'WITH THE GROUND.  THE DISK IS LOCATED 28.33 FT (8.64 M) 251 DEGREES
 AA4737'FROM THE CENTERLINE OF WOODLEY ROAD, 13.51 FT (4.12 M) 55 DEGREES FROM
 AA4737'A GUIDE POLE, AND 52.2 FT (15.9 M) 244 DEGREES FROM A STEEL UTILITY
 AA4737'POLE.
 AA4737
 AA4737                          STATION RECOVERY (1994)
 AA4737
 AA4737'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4737'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4738 ***********************************************************************
 AA4738  DESIGNATION -  5222
 AA4738  PID         -  AA4738
 AA4738  STATE/COUNTY-  AL/MONTGOMERY
 AA4738  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4738
 AA4738                         *CURRENT SURVEY CONTROL
 AA4738  ___________________________________________________________________
 AA4738* NAD 83(1992)-  32 19 08.19183(N)    086 20 57.27118(W)     ADJUSTED  
 AA4738* NAVD 88     -        53.337  (meters)     174.99   (feet)  ADJUSTED  
 AA4738  ___________________________________________________________________
 AA4738  X           -     343,540.895 (meters)                     COMP
 AA4738  Y           -  -5,384,306.003 (meters)                     COMP
 AA4738  Z           -   3,390,385.980 (meters)                     COMP
 AA4738  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA4738  ELLIP HEIGHT-          25.50  (meters)          (07/29/02) GPS OBS
 AA4738  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 AA4738  DYNAMIC HT  -          53.276 (meters)     174.79  (feet)  COMP
 AA4738  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 AA4738
 AA4738  HORZ ORDER  -  FIRST
 AA4738  VERT ORDER  -  THIRD
 AA4738  ELLP ORDER  -  FOURTH    CLASS I
 AA4738
 AA4738.The horizontal coordinates were established by GPS observations
 AA4738.and adjusted by the National Geodetic Survey in April 1995..
 AA4738
 AA4738.The orthometric height was determined by differential leveling
 AA4738.and adjusted by the National Geodetic Survey in April 1998..
 AA4738
 AA4738.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4738
 AA4738.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4738
 AA4738.The ellipsoidal height was determined by GPS observations
 AA4738.and is referenced to NAD 83.
 AA4738
 AA4738.The geoid height was determined by GEOID03.
 AA4738
 AA4738.The dynamic height is computed by dividing the NAVD 88
 AA4738.geopotential number by the normal gravity value computed on the
 AA4738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4738.degrees latitude (g = 980.6199 gals.).
 AA4738
 AA4738.The modeled gravity was interpolated from observed gravity values.
 AA4738
 AA4738;                    North         East     Units Scale Factor Converg.
 AA4738;SPC AL E     -   201,786.937   151,421.338   MT  0.99998909   -0 16 33.0
 AA4738;UTM  16      - 3,575,974.900   561,254.411   MT  0.99964627   +0 20 52.5
 AA4738
 AA4738!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4738!SPC AL E     -   0.99999600  x   0.99998909  =   0.99998509
 AA4738!UTM  16      -   0.99999600  x   0.99964627  =   0.99964227
 AA4738
 AA4738                          SUPERSEDED SURVEY CONTROL
 AA4738
 AA4738  ELLIP H (10/22/97)   25.57   (m)                       GP(       ) 4 1
 AA4738  ELLIP H (04/13/95)   -2.58   (m)                       GP(       ) 4 1
 AA4738  NGVD 29 (04/13/95)   53.3    (m)          175.     (f) GPS OBS        
 AA4738
 AA4738.Superseded values are not recommended for survey control.
 AA4738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4738.See file dsdata.txt to determine how the superseded data were derived.
 AA4738
 AA4738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6125475975(NAD 83)
 AA4738_MARKER: DD = SURVEY DISK
 AA4738_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4738_SP_SET: CONCRETE POST
 AA4738_STAMPING: STA. 5222 1994
 AA4738_MARK LOGO: AL-101
 AA4738_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4738_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4738+STABILITY: SURFACE MOTION
 AA4738_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4738+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4738
 AA4738  HISTORY     - Date     Condition        Report By
 AA4738  HISTORY     - 1994     MONUMENTED       CH2M
 AA4738  HISTORY     - 19940226 GOOD             MSI
 AA4738
 AA4738                          STATION DESCRIPTION
 AA4738
 AA4738'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4738'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4738'SOUTH QUADRANGLE, SECTION 34, T16N, R17E.  THE STATION IS LOCATED
 AA4738'APPROXIMATELY 0.8 MI (1.3 KM) SOUTH OF ROUTE 82 INTERSECTION, IN THE
 AA4738'CENTER OF THE MEDIAN ON ROUTE 80 / 31. THE STATION IS A MONTGOMERY
 AA4738'COUNTY SURVEY DISK STAMPED STA. 5222 1994, AND SET IN THE TOP OF A 10
 AA4738'INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE
 AA4738'DISK IS LOCATED 31.75 FT (9.68 M) 104 DEGREES FROM ROUTE 31 SOUTHBOUND
 AA4738'CENTERLINE, 64.78 FT (19.74 M) 117 DEGREES FROM AN ALUMINUM LIGHT
 AA4738'POLE, AND 98.4 FT (30.0 M) 189 DEGREES FROM THE MOBILE SIGN POST.
 AA4738
 AA4738                          STATION RECOVERY (1994)
 AA4738
 AA4738'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4738'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4739 ***********************************************************************
 AA4739  DESIGNATION -  5226
 AA4739  PID         -  AA4739
 AA4739  STATE/COUNTY-  AL/MONTGOMERY
 AA4739  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4739
 AA4739                         *CURRENT SURVEY CONTROL
 AA4739  ___________________________________________________________________
 AA4739* NAD 83(1992)-  32 18 36.29287(N)    086 22 07.72002(W)     ADJUSTED  
 AA4739* NAVD 88     -        54.9    (meters)     180.     (feet)  VERTCON   
 AA4739  ___________________________________________________________________
 AA4739  X           -     341,735.244 (meters)                     COMP
 AA4739  Y           -  -5,384,948.610 (meters)                     COMP
 AA4739  Z           -   3,389,556.429 (meters)                     COMP
 AA4739  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA4739  ELLIP HEIGHT-          27.13  (meters)          (07/29/02) GPS OBS
 AA4739  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AA4739
 AA4739  HORZ ORDER  -  FIRST
 AA4739  ELLP ORDER  -  FOURTH    CLASS I
 AA4739
 AA4739.The horizontal coordinates were established by GPS observations
 AA4739.and adjusted by the National Geodetic Survey in April 1995..
 AA4739
 AA4739.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4739.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4739
 AA4739.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4739
 AA4739.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4739
 AA4739.The ellipsoidal height was determined by GPS observations
 AA4739.and is referenced to NAD 83.
 AA4739
 AA4739.The geoid height was determined by GEOID03.
 AA4739
 AA4739;                    North         East     Units Scale Factor Converg.
 AA4739;SPC AL E     -   200,813.399   149,573.751   MT  0.99999135   -0 17 10.4
 AA4739;UTM  16      - 3,574,981.652   559,418.165   MT  0.99964354   +0 20 14.6
 AA4739
 AA4739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4739!SPC AL E     -   0.99999574  x   0.99999135  =   0.99998709
 AA4739!UTM  16      -   0.99999574  x   0.99964354  =   0.99963928
 AA4739
 AA4739                          SUPERSEDED SURVEY CONTROL
 AA4739
 AA4739  ELLIP H (10/22/97)   27.20   (m)                       GP(       ) 4 1
 AA4739  ELLIP H (04/13/95)   -0.93   (m)                       GP(       ) 4 1
 AA4739  NGVD 29 (04/13/95)   54.9    (m)          180.     (f) GPS OBS        
 AA4739
 AA4739.Superseded values are not recommended for survey control.
 AA4739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4739.See file dsdata.txt to determine how the superseded data were derived.
 AA4739
 AA4739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA5941874982(NAD 83)
 AA4739_MARKER: DD = SURVEY DISK
 AA4739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4739_SP_SET: CONCRETE POST
 AA4739_STAMPING: STA. 5226 1994
 AA4739_MARK LOGO: AL-101
 AA4739_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4739+STABILITY: SURFACE MOTION
 AA4739_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4739+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4739
 AA4739  HISTORY     - Date     Condition        Report By
 AA4739  HISTORY     - 1994     MONUMENTED       CH2M
 AA4739
 AA4739                          STATION DESCRIPTION
 AA4739
 AA4739'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4739'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4739'SOUTH QUADRANGLE, SECTION 4, T15N, R17E.  THE STATION IS LOCATED
 AA4739'APPROXIMATELY 1.2 MI (1.9 KM) EAST OF DANNELLY FIELD IN MEDIAN OF
 AA4739'ROUTE 80 ON THE EAST SIDE OF THE WOODCREST DRIVE INTERSECTION. THE
 AA4739'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5226 1994 AND
 AA4739'SET ON TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH
 AA4739'THE GROUND.  THE DISK IS LOCATED 26.35 FT (8.03 M) 352 DEGREES FROM
 AA4739'THE CENTERLINE OF ROUTE 80 EAST, 31.5 FT (9.6 M) 182 DEGREES FROM THE
 AA4739'CENTERLINE OF ROUTE 80 WEST, AND 6.7 FT (2.0 M) 260 DEGREES FROM A
 AA4739'STORM DRAIN HEADER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4740 ***********************************************************************
 AA4740  DESIGNATION -  5227
 AA4740  PID         -  AA4740
 AA4740  STATE/COUNTY-  AL/MONTGOMERY
 AA4740  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4740
 AA4740                         *CURRENT SURVEY CONTROL
 AA4740  ___________________________________________________________________
 AA4740* NAD 83(1992)-  32 18 33.57875(N)    086 20 57.96564(W)     ADJUSTED  
 AA4740* NAVD 88     -        58.216  (meters)     191.00   (feet)  ADJUSTED  
 AA4740  ___________________________________________________________________
 AA4740  X           -     343,559.320 (meters)                     COMP
 AA4740  Y           -  -5,384,880.080 (meters)                     COMP
 AA4740  Z           -   3,389,487.512 (meters)                     COMP
 AA4740  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AA4740  ELLIP HEIGHT-          30.39  (meters)          (07/29/02) GPS OBS
 AA4740  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AA4740  DYNAMIC HT  -          58.149 (meters)     190.78  (feet)  COMP
 AA4740  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 AA4740
 AA4740  HORZ ORDER  -  FIRST
 AA4740  VERT ORDER  -  THIRD
 AA4740  ELLP ORDER  -  FOURTH    CLASS I
 AA4740
 AA4740.The horizontal coordinates were established by GPS observations
 AA4740.and adjusted by the National Geodetic Survey in April 1995..
 AA4740
 AA4740.The orthometric height was determined by differential leveling
 AA4740.and adjusted by the National Geodetic Survey in April 1998..
 AA4740
 AA4740.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4740
 AA4740.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4740
 AA4740.The ellipsoidal height was determined by GPS observations
 AA4740.and is referenced to NAD 83.
 AA4740
 AA4740.The geoid height was determined by GEOID03.
 AA4740
 AA4740.The dynamic height is computed by dividing the NAVD 88
 AA4740.geopotential number by the normal gravity value computed on the
 AA4740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4740.degrees latitude (g = 980.6199 gals.).
 AA4740
 AA4740.The modeled gravity was interpolated from observed gravity values.
 AA4740
 AA4740;                    North         East     Units Scale Factor Converg.
 AA4740;SPC AL E     -   200,720.847   151,398.039   MT  0.99998912   -0 16 33.1
 AA4740;UTM  16      - 3,574,908.985   561,242.722   MT  0.99964625   +0 20 51.8
 AA4740
 AA4740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4740!SPC AL E     -   0.99999523  x   0.99998912  =   0.99998435
 AA4740!UTM  16      -   0.99999523  x   0.99964625  =   0.99964148
 AA4740
 AA4740                          SUPERSEDED SURVEY CONTROL
 AA4740
 AA4740  ELLIP H (10/22/97)   30.46   (m)                       GP(       ) 4 1
 AA4740  ELLIP H (04/13/95)    2.33   (m)                       GP(       ) 4 1
 AA4740  NGVD 29 (04/13/95)   58.2    (m)          191.     (f) GPS OBS        
 AA4740
 AA4740.Superseded values are not recommended for survey control.
 AA4740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4740.See file dsdata.txt to determine how the superseded data were derived.
 AA4740
 AA4740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6124374909(NAD 83)
 AA4740_MARKER: DD = SURVEY DISK
 AA4740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4740_SP_SET: CONCRETE POST
 AA4740_STAMPING: STA. 5227 1994
 AA4740_MARK LOGO: AL-101
 AA4740_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4740+STABILITY: SURFACE MOTION
 AA4740_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4740+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4740
 AA4740  HISTORY     - Date     Condition        Report By
 AA4740  HISTORY     - 1994     MONUMENTED       CH2M
 AA4740  HISTORY     - 19940226 GOOD             MSI
 AA4740
 AA4740                          STATION DESCRIPTION
 AA4740
 AA4740'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4740'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4740'SOUTH QUADRANGLE, SECTION 3, T15N, R17E.  THE STATION IS LOCATED
 AA4740'APPROXIMATELY 84 FT (25.6 M) EAST OF ROUTE 31, ON THE SOUTH SIDE OF
 AA4740'BITFORD WAY. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4740'STA. 5229 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4740'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 29.62 FT
 AA4740'(9.03 M) 26 DEGREES FROM A CONCRETE WALL CORNER ON THE SOUTHBOUND LANE
 AA4740'OF HIGHWAY 331, 30.2 FT (9.2 M) 333 DEGREES FROM A CONCRETE WALL
 AA4740'CORNER ON THE NORTHBOUND LANE OF HIGHWAY 331, AND 31.82 FT (9.70 M) 91
 AA4740'DEGREES FROM THE CENTERLINE OF HIGHWAY 331 SOUTHBOUND.
 AA4740
 AA4740                          STATION RECOVERY (1994)
 AA4740
 AA4740'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4740'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4741 ***********************************************************************
 AA4741  DESIGNATION -  5232
 AA4741  PID         -  AA4741
 AA4741  STATE/COUNTY-  AL/MONTGOMERY
 AA4741  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4741
 AA4741                         *CURRENT SURVEY CONTROL
 AA4741  ___________________________________________________________________
 AA4741* NAD 83(1992)-  32 17 57.00534(N)    086 20 59.57047(W)     ADJUSTED  
 AA4741* NAVD 88     -        64.842  (meters)     212.74   (feet)  ADJUSTED  
 AA4741  ___________________________________________________________________
 AA4741  X           -     343,556.111 (meters)                     COMP
 AA4741  Y           -  -5,385,489.216 (meters)                     COMP
 AA4741  Z           -   3,388,538.851 (meters)                     COMP
 AA4741  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA4741  ELLIP HEIGHT-          37.05  (meters)          (07/29/02) GPS OBS
 AA4741  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 AA4741  DYNAMIC HT  -          64.768 (meters)     212.49  (feet)  COMP
 AA4741  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 AA4741
 AA4741  HORZ ORDER  -  FIRST
 AA4741  VERT ORDER  -  THIRD
 AA4741  ELLP ORDER  -  FOURTH    CLASS I
 AA4741
 AA4741.The horizontal coordinates were established by GPS observations
 AA4741.and adjusted by the National Geodetic Survey in April 1995..
 AA4741
 AA4741.The orthometric height was determined by differential leveling
 AA4741.and adjusted by the National Geodetic Survey in April 1998..
 AA4741
 AA4741.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4741
 AA4741.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4741
 AA4741.The ellipsoidal height was determined by GPS observations
 AA4741.and is referenced to NAD 83.
 AA4741
 AA4741.The geoid height was determined by GEOID03.
 AA4741
 AA4741.The dynamic height is computed by dividing the NAVD 88
 AA4741.geopotential number by the normal gravity value computed on the
 AA4741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4741.degrees latitude (g = 980.6199 gals.).
 AA4741
 AA4741.The modeled gravity was interpolated from observed gravity values.
 AA4741
 AA4741;                    North         East     Units Scale Factor Converg.
 AA4741;SPC AL E     -   199,594.490   151,350.631   MT  0.99998918   -0 16 33.7
 AA4741;UTM  16      - 3,573,782.565   561,207.586   MT  0.99964620   +0 20 50.6
 AA4741
 AA4741!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4741!SPC AL E     -   0.99999418  x   0.99998918  =   0.99998336
 AA4741!UTM  16      -   0.99999418  x   0.99964620  =   0.99964038
 AA4741
 AA4741                          SUPERSEDED SURVEY CONTROL
 AA4741
 AA4741  ELLIP H (10/22/97)   37.12   (m)                       GP(       ) 4 1
 AA4741  ELLIP H (04/13/95)    9.00   (m)                       GP(       ) 4 1
 AA4741  NGVD 29 (04/13/95)   64.8    (m)          213.     (f) GPS OBS        
 AA4741
 AA4741.Superseded values are not recommended for survey control.
 AA4741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4741.See file dsdata.txt to determine how the superseded data were derived.
 AA4741
 AA4741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6120873783(NAD 83)
 AA4741_MARKER: DD = SURVEY DISK
 AA4741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4741_SP_SET: CONCRETE POST
 AA4741_STAMPING: STA. 5232 1994
 AA4741_MARK LOGO: AL-101
 AA4741_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4741+STABILITY: SURFACE MOTION
 AA4741_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4741+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4741
 AA4741  HISTORY     - Date     Condition        Report By
 AA4741  HISTORY     - 1994     MONUMENTED       CH2M
 AA4741  HISTORY     - 19940226 GOOD             MSI
 AA4741
 AA4741                          STATION DESCRIPTION
 AA4741
 AA4741'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4741'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4741'SOUTH QUADRANGLE, SECTION 10, T15N, R17E.  THE STATION IS LOCATED
 AA4741'APPROXIMATELY 0.9 MI (1.4 KM) SOUTH OF ROUTE 80 ROUTE 31 INTERSECTION,
 AA4741'ON THE WEST SIDE OF ROUTE 31. THE STATION IS A MONTGOMERY COUNTY
 AA4741'SURVEY DISK STAMPED STA. 5232 1994, AND SET IN THE TOP OF A 10 INCH
 AA4741'DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS
 AA4741'LOCATED 49.05 FT (14.95 M) 268 DEGREES FROM THE CENTERLINE OF ROUTE
 AA4741'31, 29.47 FT (8.98 M) 223 DEGREES FROM AN ALUMINUM LIGHT POLE, 24.80
 AA4741'FT (7.56 M) 87 DEGREES FROM A 6 INCH CONCRETE PROPERTY MARKER.
 AA4741
 AA4741                          STATION RECOVERY (1994)
 AA4741
 AA4741'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4741'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4742 ***********************************************************************
 AA4742  DESIGNATION -  5234
 AA4742  PID         -  AA4742
 AA4742  STATE/COUNTY-  AL/MONTGOMERY
 AA4742  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4742
 AA4742                         *CURRENT SURVEY CONTROL
 AA4742  ___________________________________________________________________
 AA4742* NAD 83(1992)-  32 17 57.76114(N)    086 18 26.18194(W)     ADJUSTED  
 AA4742* NAVD 88     -        54.994  (meters)     180.43   (feet)  ADJUSTED  
 AA4742  ___________________________________________________________________
 AA4742  X           -     347,559.590 (meters)                     COMP
 AA4742  Y           -  -5,385,211.519 (meters)                     COMP
 AA4742  Z           -   3,388,553.267 (meters)                     COMP
 AA4742  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA4742  ELLIP HEIGHT-          27.20  (meters)          (07/29/02) GPS OBS
 AA4742  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AA4742  DYNAMIC HT  -          54.931 (meters)     180.22  (feet)  COMP
 AA4742  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 AA4742
 AA4742  HORZ ORDER  -  FIRST
 AA4742  VERT ORDER  -  THIRD
 AA4742  ELLP ORDER  -  FOURTH    CLASS I
 AA4742
 AA4742.The horizontal coordinates were established by GPS observations
 AA4742.and adjusted by the National Geodetic Survey in April 1995..
 AA4742
 AA4742.The orthometric height was determined by differential leveling
 AA4742.and adjusted by the National Geodetic Survey in April 1998..
 AA4742
 AA4742.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4742
 AA4742.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4742
 AA4742.The ellipsoidal height was determined by GPS observations
 AA4742.and is referenced to NAD 83.
 AA4742
 AA4742.The geoid height was determined by GEOID03.
 AA4742
 AA4742.The dynamic height is computed by dividing the NAVD 88
 AA4742.geopotential number by the normal gravity value computed on the
 AA4742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4742.degrees latitude (g = 980.6199 gals.).
 AA4742
 AA4742.The modeled gravity was interpolated from observed gravity values.
 AA4742
 AA4742;                    North         East     Units Scale Factor Converg.
 AA4742;SPC AL E     -   199,599.236   155,363.667   MT  0.99998456   -0 15 11.7
 AA4742;UTM  16      - 3,573,830.958   565,218.978   MT  0.99965245   +0 22 12.6
 AA4742
 AA4742!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4742!SPC AL E     -   0.99999573  x   0.99998456  =   0.99998029
 AA4742!UTM  16      -   0.99999573  x   0.99965245  =   0.99964818
 AA4742
 AA4742                          SUPERSEDED SURVEY CONTROL
 AA4742
 AA4742  ELLIP H (10/22/97)   27.27   (m)                       GP(       ) 4 1
 AA4742  ELLIP H (04/13/95)   -0.84   (m)                       GP(       ) 4 1
 AA4742  NGVD 29 (04/13/95)   55.0    (m)          180.     (f) GPS OBS        
 AA4742
 AA4742.Superseded values are not recommended for survey control.
 AA4742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4742.See file dsdata.txt to determine how the superseded data were derived.
 AA4742
 AA4742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6521973831(NAD 83)
 AA4742_MARKER: DD = SURVEY DISK
 AA4742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4742_SP_SET: CONCRETE POST
 AA4742_STAMPING: STA. 5234 1994
 AA4742_MARK LOGO: AL-101
 AA4742_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4742+STABILITY: SURFACE MOTION
 AA4742_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4742+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4742
 AA4742  HISTORY     - Date     Condition        Report By
 AA4742  HISTORY     - 1994     MONUMENTED       CH2M
 AA4742  HISTORY     - 19940226 GOOD             MSI
 AA4742
 AA4742                          STATION DESCRIPTION
 AA4742
 AA4742'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4742'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MONTGOMERY
 AA4742'SOUTH QUADRANGLE, SECTION 6, T15N, R18E.  THE STATION IS LOCATED ON
 AA4742'HIGHWAY 331 APPROXIMATELY 2.0 MI (3.2 KM) SOUTH OF THE SOUTHERN
 AA4742'BOULEVARD IN THE MEDIAN OF HIGHWAY 331 AT THE ROUTE 227 INTERCHANGE.
 AA4742'THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5234 1994,
 AA4742'AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED
 AA4742'FLUSH WITH THE GROUND.  THE DISK IS LOCATED 74.05 FT (22.57 M) 80
 AA4742'DEGREES FROM THE CENTERLINE OF HIGHWAY 331 SOUTHBOUND LANES, 34.75 FT
 AA4742'(10.59 M) 260 DEGREES FROM THE CENTERLINE OF THE HIGHWAY 331
 AA4742'NORTHBOUND LANES, AND 128.85 FT (39.27 M) 197 DEGREES FROM THE CORNER
 AA4742'OF THE MEDIAN.
 AA4742
 AA4742                          STATION RECOVERY (1994)
 AA4742
 AA4742'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4742'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4743 ***********************************************************************
 AA4743  DESIGNATION -  5238
 AA4743  PID         -  AA4743
 AA4743  STATE/COUNTY-  AL/MONTGOMERY
 AA4743  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 AA4743
 AA4743                         *CURRENT SURVEY CONTROL
 AA4743  ___________________________________________________________________
 AA4743* NAD 83(1992)-  32 17 18.88715(N)    086 20 58.94442(W)     ADJUSTED  
 AA4743* NAVD 88     -        65.828  (meters)     215.97   (feet)  ADJUSTED  
 AA4743  ___________________________________________________________________
 AA4743  X           -     343,612.451 (meters)                     COMP
 AA4743  Y           -  -5,386,115.069 (meters)                     COMP
 AA4743  Z           -   3,387,546.840 (meters)                     COMP
 AA4743  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA4743  ELLIP HEIGHT-          38.06  (meters)          (07/29/02) GPS OBS
 AA4743  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA4743  DYNAMIC HT  -          65.753 (meters)     215.72  (feet)  COMP
 AA4743  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 AA4743
 AA4743  HORZ ORDER  -  FIRST
 AA4743  VERT ORDER  -  THIRD
 AA4743  ELLP ORDER  -  FOURTH    CLASS I
 AA4743
 AA4743.The horizontal coordinates were established by GPS observations
 AA4743.and adjusted by the National Geodetic Survey in April 1995..
 AA4743
 AA4743.The orthometric height was determined by differential leveling
 AA4743.and adjusted by the National Geodetic Survey in April 1998..
 AA4743
 AA4743.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4743
 AA4743.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4743
 AA4743.The ellipsoidal height was determined by GPS observations
 AA4743.and is referenced to NAD 83.
 AA4743
 AA4743.The geoid height was determined by GEOID03.
 AA4743
 AA4743.The dynamic height is computed by dividing the NAVD 88
 AA4743.geopotential number by the normal gravity value computed on the
 AA4743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4743.degrees latitude (g = 980.6199 gals.).
 AA4743
 AA4743.The modeled gravity was interpolated from observed gravity values.
 AA4743
 AA4743;                    North         East     Units Scale Factor Converg.
 AA4743;SPC AL E     -   198,420.270   151,361.356   MT  0.99998916   -0 16 33.0
 AA4743;UTM  16      - 3,572,608.935   561,231.076   MT  0.99964623   +0 20 50.6
 AA4743
 AA4743!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4743!SPC AL E     -   0.99999402  x   0.99998916  =   0.99998318
 AA4743!UTM  16      -   0.99999402  x   0.99964623  =   0.99964026
 AA4743
 AA4743                          SUPERSEDED SURVEY CONTROL
 AA4743
 AA4743  ELLIP H (10/22/97)   38.14   (m)                       GP(       ) 4 1
 AA4743  ELLIP H (04/13/95)   10.04   (m)                       GP(       ) 4 1
 AA4743  NGVD 29 (04/13/95)   65.8    (m)          216.     (f) GPS OBS        
 AA4743
 AA4743.Superseded values are not recommended for survey control.
 AA4743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4743.See file dsdata.txt to determine how the superseded data were derived.
 AA4743
 AA4743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6123172609(NAD 83)
 AA4743_MARKER: DD = SURVEY DISK
 AA4743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4743_SP_SET: CONCRETE POST
 AA4743_STAMPING: STA. 5238 1994
 AA4743_MARK LOGO: AL-101
 AA4743_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4743+STABILITY: SURFACE MOTION
 AA4743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4743+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4743
 AA4743  HISTORY     - Date     Condition        Report By
 AA4743  HISTORY     - 1994     MONUMENTED       CH2M
 AA4743  HISTORY     - 19940226 GOOD             MSI
 AA4743
 AA4743                          STATION DESCRIPTION
 AA4743
 AA4743'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4743'THE STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) NORTH OF THE
 AA4743'VILLAGE OF HOPE HULL, MONTGOMERY SOUTH QUADRANGLE, SECTION 10, T15N,
 AA4743'R17E. THE STATION IS LOCATED APPROXIMATELY 1.5 MI (2.4 KM) SOUTH OF
 AA4743'ROUTE 80 ROUTE 31 INTERSECTION, ON THE WEST SIDE OF ROUTE 31. THE
 AA4743'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5238 1994, AND
 AA4743'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4743'WITH THE GROUND.  THE DISK IS LOCATED 19.42 FT (5.92 M) 272 DEGREES
 AA4743'FROM THE CENTERLINE OF ROUTE 31, 108.46 FT (33.06 M) FROM A POWER POLE
 AA4743'WITH TRANSFORMER, AND 35.14 FT (10.71 M) 147 DEGREES FROM A
 AA4743'FIVE-EIGHTHS INCH RED AND WHITE REBAR PROPERTY CORNER.
 AA4743
 AA4743                          STATION RECOVERY (1994)
 AA4743
 AA4743'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4743'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4744 ***********************************************************************
 AA4744  DESIGNATION -  5244
 AA4744  PID         -  AA4744
 AA4744  STATE/COUNTY-  AL/MONTGOMERY
 AA4744  USGS QUAD   -  BARACHIAS (1987)
 AA4744
 AA4744                         *CURRENT SURVEY CONTROL
 AA4744  ___________________________________________________________________
 AA4744* NAD 83(1992)-  32 22 04.51852(N)    086 12 39.92087(W)     ADJUSTED  
 AA4744* NAVD 88     -        84.501  (meters)     277.23   (feet)  ADJUSTED  
 AA4744  ___________________________________________________________________
 AA4744  X           -     356,332.353 (meters)                     COMP
 AA4744  Y           -  -5,380,588.638 (meters)                     COMP
 AA4744  Z           -   3,394,991.414 (meters)                     COMP
 AA4744  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AA4744  ELLIP HEIGHT-          56.48  (meters)          (07/29/02) GPS OBS
 AA4744  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA4744  DYNAMIC HT  -          84.404 (meters)     276.92  (feet)  COMP
 AA4744  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 AA4744
 AA4744  HORZ ORDER  -  FIRST
 AA4744  VERT ORDER  -  THIRD
 AA4744  ELLP ORDER  -  FOURTH    CLASS I
 AA4744
 AA4744.The horizontal coordinates were established by GPS observations
 AA4744.and adjusted by the National Geodetic Survey in April 1995..
 AA4744
 AA4744.The orthometric height was determined by differential leveling
 AA4744.and adjusted by the National Geodetic Survey in April 1998..
 AA4744
 AA4744.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4744
 AA4744.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4744
 AA4744.The ellipsoidal height was determined by GPS observations
 AA4744.and is referenced to NAD 83.
 AA4744
 AA4744.The geoid height was determined by GEOID03.
 AA4744
 AA4744.The dynamic height is computed by dividing the NAVD 88
 AA4744.geopotential number by the normal gravity value computed on the
 AA4744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4744.degrees latitude (g = 980.6199 gals.).
 AA4744
 AA4744.The modeled gravity was interpolated from observed gravity values.
 AA4744
 AA4744;                    North         East     Units Scale Factor Converg.
 AA4744;SPC AL E     -   207,164.021   164,449.254   MT  0.99997558   -0 12 08.0
 AA4744;UTM  16      - 3,581,491.793   574,218.760   MT  0.99966793   +0 25 20.5
 AA4744
 AA4744!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4744!SPC AL E     -   0.99999113  x   0.99997558  =   0.99996671
 AA4744!UTM  16      -   0.99999113  x   0.99966793  =   0.99965907
 AA4744
 AA4744                          SUPERSEDED SURVEY CONTROL
 AA4744
 AA4744  ELLIP H (10/22/97)   56.54   (m)                       GP(       ) 4 1
 AA4744  ELLIP H (04/13/95)   28.23   (m)                       GP(       ) 4 1
 AA4744  NGVD 29 (04/13/95)   84.5    (m)          277.     (f) GPS OBS        
 AA4744
 AA4744.Superseded values are not recommended for survey control.
 AA4744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4744.See file dsdata.txt to determine how the superseded data were derived.
 AA4744
 AA4744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7421981492(NAD 83)
 AA4744_MARKER: DD = SURVEY DISK
 AA4744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4744_SP_SET: CONCRETE POST
 AA4744_STAMPING: STA. 5244 1994
 AA4744_MARK LOGO: AL-101
 AA4744_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4744+STABILITY: SURFACE MOTION
 AA4744_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4744+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4744
 AA4744  HISTORY     - Date     Condition        Report By
 AA4744  HISTORY     - 1994     MONUMENTED       CH2M
 AA4744  HISTORY     - 19940226 GOOD             MSI
 AA4744
 AA4744                          STATION DESCRIPTION
 AA4744
 AA4744'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4744'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4744'QUADRANGLE, SECTION 13, T16N, R18E.  THE STATION IS LOCATED
 AA4744'APPROXIMATELY 1200 FT (365.8 M) NORTH OF MONTICELLO ROAD ON THE WEST
 AA4744'SIDE OF THE EASTERN BOULEVARD, IN FRONT OF SHONEYS. THE STATION IS A
 AA4744'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5244 1994, AND SET IN THE
 AA4744'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4744'GROUND.  THE DISK IS LOCATED 133.6 FT (40.7 M) 22 DEGREES FROM A LIGHT
 AA4744'POLE, 29.2 FT (8.9 M) 112 DEGREES FROM THE CENTERLINE OF THE SERVICE
 AA4744'ROAD, 30.35 FT (9.25 M) 223 DEGREES FROM A SLOPING HEADWALL.
 AA4744
 AA4744                          STATION RECOVERY (1994)
 AA4744
 AA4744'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4744'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4745 ***********************************************************************
 AA4745  DESIGNATION -  5245
 AA4745  PID         -  AA4745
 AA4745  STATE/COUNTY-  AL/MONTGOMERY
 AA4745  USGS QUAD   -  BARACHIAS (1987)
 AA4745
 AA4745                         *CURRENT SURVEY CONTROL
 AA4745  ___________________________________________________________________
 AA4745* NAD 83(1992)-  32 22 05.40591(N)    086 11 31.85834(W)     ADJUSTED  
 AA4745* NAVD 88     -        73.540  (meters)     241.27   (feet)  ADJUSTED  
 AA4745  ___________________________________________________________________
 AA4745  X           -     358,106.214 (meters)                     COMP
 AA4745  Y           -  -5,380,446.917 (meters)                     COMP
 AA4745  Z           -   3,395,008.629 (meters)                     COMP
 AA4745  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AA4745  ELLIP HEIGHT-          45.51  (meters)          (07/29/02) GPS OBS
 AA4745  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 AA4745  DYNAMIC HT  -          73.456 (meters)     241.00  (feet)  COMP
 AA4745  MODELED GRAV-     979,494.0   (mgal)                       NAVD 88
 AA4745
 AA4745  HORZ ORDER  -  FIRST
 AA4745  VERT ORDER  -  THIRD
 AA4745  ELLP ORDER  -  FOURTH    CLASS I
 AA4745
 AA4745.The horizontal coordinates were established by GPS observations
 AA4745.and adjusted by the National Geodetic Survey in April 1995..
 AA4745
 AA4745.The orthometric height was determined by differential leveling
 AA4745.and adjusted by the National Geodetic Survey in April 1998..
 AA4745
 AA4745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4745
 AA4745.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4745
 AA4745.The ellipsoidal height was determined by GPS observations
 AA4745.and is referenced to NAD 83.
 AA4745
 AA4745.The geoid height was determined by GEOID03.
 AA4745
 AA4745.The dynamic height is computed by dividing the NAVD 88
 AA4745.geopotential number by the normal gravity value computed on the
 AA4745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4745.degrees latitude (g = 980.6199 gals.).
 AA4745
 AA4745.The modeled gravity was interpolated from observed gravity values.
 AA4745
 AA4745;                    North         East     Units Scale Factor Converg.
 AA4745;SPC AL E     -   207,185.232   166,228.631   MT  0.99997406   -0 11 31.6
 AA4745;UTM  16      - 3,581,532.387   575,997.257   MT  0.99967122   +0 25 57.0
 AA4745
 AA4745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4745!SPC AL E     -   0.99999285  x   0.99997406  =   0.99996691
 AA4745!UTM  16      -   0.99999285  x   0.99967122  =   0.99966408
 AA4745
 AA4745                          SUPERSEDED SURVEY CONTROL
 AA4745
 AA4745  ELLIP H (10/22/97)   45.57   (m)                       GP(       ) 4 1
 AA4745  ELLIP H (04/13/95)   17.24   (m)                       GP(       ) 4 1
 AA4745  NGVD 29 (04/13/95)   73.5    (m)          241.     (f) GPS OBS        
 AA4745
 AA4745.Superseded values are not recommended for survey control.
 AA4745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4745.See file dsdata.txt to determine how the superseded data were derived.
 AA4745
 AA4745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7599781532(NAD 83)
 AA4745_MARKER: DD = SURVEY DISK
 AA4745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4745_SP_SET: CONCRETE POST
 AA4745_STAMPING: STA. 5245 1994
 AA4745_MARK LOGO: AL-101
 AA4745_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4745+STABILITY: SURFACE MOTION
 AA4745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4745+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4745
 AA4745  HISTORY     - Date     Condition        Report By
 AA4745  HISTORY     - 1994     MONUMENTED       CH2M
 AA4745  HISTORY     - 19940226 GOOD             MSI
 AA4745
 AA4745                          STATION DESCRIPTION
 AA4745
 AA4745'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4745'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4745'QUADRANGLE, SECTION 18, T16N, R19E.  THE STATION IS LOCATED
 AA4745'APPROXIMATELY 50 FT (15.2 M) SOUTH OF MONTICELLO DRIVE ON THE WEST
 AA4745'SIDE OF BELL ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4745'STAMPED STA. 5245 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4745'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4745'53.3 FT (16.2 M) 251 DEGREES FROM A HEADWALL ACROSS BELL ROAD, 55.4 FT
 AA4745'(16.9 M) 142 DEGREES FROM A POWER POLE, AND 21.66 FT (6.60 M) 64
 AA4745'DEGREES FROM THE SIXTH FENCE POLE.
 AA4745
 AA4745                          STATION RECOVERY (1994)
 AA4745
 AA4745'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4745'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4746 ***********************************************************************
 AA4746  DESIGNATION -  5246
 AA4746  PID         -  AA4746
 AA4746  STATE/COUNTY-  AL/MONTGOMERY
 AA4746  USGS QUAD   -  BARACHIAS (1987)
 AA4746
 AA4746                         *CURRENT SURVEY CONTROL
 AA4746  ___________________________________________________________________
 AA4746* NAD 83(1992)-  32 22 03.71035(N)    086 10 17.05763(W)     ADJUSTED  
 AA4746* NAVD 88     -        81.124  (meters)     266.15   (feet)  ADJUSTED  
 AA4746  ___________________________________________________________________
 AA4746  X           -     360,059.672 (meters)                     COMP
 AA4746  Y           -  -5,380,350.986 (meters)                     COMP
 AA4746  Z           -   3,394,968.573 (meters)                     COMP
 AA4746  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AA4746  ELLIP HEIGHT-          53.09  (meters)          (07/29/02) GPS OBS
 AA4746  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AA4746  DYNAMIC HT  -          81.031 (meters)     265.85  (feet)  COMP
 AA4746  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 AA4746
 AA4746  HORZ ORDER  -  FIRST
 AA4746  VERT ORDER  -  THIRD
 AA4746  ELLP ORDER  -  FOURTH    CLASS I
 AA4746
 AA4746.The horizontal coordinates were established by GPS observations
 AA4746.and adjusted by the National Geodetic Survey in April 1995..
 AA4746
 AA4746.The orthometric height was determined by differential leveling
 AA4746.and adjusted by the National Geodetic Survey in April 1998..
 AA4746
 AA4746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4746
 AA4746.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4746
 AA4746.The ellipsoidal height was determined by GPS observations
 AA4746.and is referenced to NAD 83.
 AA4746
 AA4746.The geoid height was determined by GEOID03.
 AA4746
 AA4746.The dynamic height is computed by dividing the NAVD 88
 AA4746.geopotential number by the normal gravity value computed on the
 AA4746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4746.degrees latitude (g = 980.6199 gals.).
 AA4746
 AA4746.The modeled gravity was interpolated from observed gravity values.
 AA4746
 AA4746;                    North         East     Units Scale Factor Converg.
 AA4746;SPC AL E     -   207,126.637   168,183.894   MT  0.99997248   -0 10 51.6
 AA4746;UTM  16      - 3,581,495.122   577,952.455   MT  0.99967493   +0 26 37.0
 AA4746
 AA4746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4746!SPC AL E     -   0.99999166  x   0.99997248  =   0.99996414
 AA4746!UTM  16      -   0.99999166  x   0.99967493  =   0.99966660
 AA4746
 AA4746                          SUPERSEDED SURVEY CONTROL
 AA4746
 AA4746  ELLIP H (10/22/97)   53.14   (m)                       GP(       ) 4 1
 AA4746  ELLIP H (04/13/95)   24.79   (m)                       GP(       ) 4 1
 AA4746  NGVD 29 (04/13/95)   81.1    (m)          266.     (f) GPS OBS        
 AA4746
 AA4746.Superseded values are not recommended for survey control.
 AA4746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4746.See file dsdata.txt to determine how the superseded data were derived.
 AA4746
 AA4746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7795281495(NAD 83)
 AA4746_MARKER: DD = SURVEY DISK
 AA4746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4746_SP_SET: CONCRETE POST
 AA4746_STAMPING: STA. 5246 1994
 AA4746_MARK LOGO: AL-101
 AA4746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4746+STABILITY: SURFACE MOTION
 AA4746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4746+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4746
 AA4746  HISTORY     - Date     Condition        Report By
 AA4746  HISTORY     - 1994     MONUMENTED       CH2M
 AA4746  HISTORY     - 19940226 GOOD             MSI
 AA4746
 AA4746                          STATION DESCRIPTION
 AA4746
 AA4746'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4746'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4746'QUADRANGLE, SECTION 17, T16N, R19E.  THE STATION IS LOCATED
 AA4746'APPROXIMATELY 0.2 MI (0.3 KM) NORTH OF INTERSTATE 85, IN THE MEDIAN OF
 AA4746'TAYLOR ROAD AT THE UNIVERSITY ENTRANCE. THE STATION IS A MONTGOMERY
 AA4746'COUNTY SURVEY DISK STAMPED STA. 5246 1994, AND SET IN THE TOP OF A 10
 AA4746'INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE
 AA4746'DISK IS LOCATED 24.92 FT (7.60 M) 210 DEGREES FROM THE EDGE OF THE
 AA4746'MEDIAN, 67.1 FT (20.5 M) 91 DEGREES FROM A LIGHT POLE, AND 118.03 FT
 AA4746'(35.98 M) 145 DEGREES FROM A LIGHT POLE.
 AA4746
 AA4746                          STATION RECOVERY (1994)
 AA4746
 AA4746'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4746'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4747 ***********************************************************************
 AA4747  DESIGNATION -  5248
 AA4747  PID         -  AA4747
 AA4747  STATE/COUNTY-  AL/MONTGOMERY
 AA4747  USGS QUAD   -  BARACHIAS (1987)
 AA4747
 AA4747                         *CURRENT SURVEY CONTROL
 AA4747  ___________________________________________________________________
 AA4747* NAD 83(1992)-  32 22 06.19325(N)    086 07 57.30202(W)     ADJUSTED  
 AA4747* NAVD 88     -        70.041  (meters)     229.79   (feet)  ADJUSTED  
 AA4747  ___________________________________________________________________
 AA4747  X           -     363,701.674 (meters)                     COMP
 AA4747  Y           -  -5,380,055.567 (meters)                     COMP
 AA4747  Z           -   3,395,027.219 (meters)                     COMP
 AA4747  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA4747  ELLIP HEIGHT-          41.97  (meters)          (07/29/02) GPS OBS
 AA4747  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 AA4747  DYNAMIC HT  -          69.961 (meters)     229.53  (feet)  COMP
 AA4747  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 AA4747
 AA4747  HORZ ORDER  -  FIRST
 AA4747  VERT ORDER  -  THIRD
 AA4747  ELLP ORDER  -  FOURTH    CLASS I
 AA4747
 AA4747.The horizontal coordinates were established by GPS observations
 AA4747.and adjusted by the National Geodetic Survey in April 1995..
 AA4747
 AA4747.The orthometric height was determined by differential leveling
 AA4747.and adjusted by the National Geodetic Survey in April 1998..
 AA4747
 AA4747.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4747
 AA4747.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4747
 AA4747.The ellipsoidal height was determined by GPS observations
 AA4747.and is referenced to NAD 83.
 AA4747
 AA4747.The geoid height was determined by GEOID03.
 AA4747
 AA4747.The dynamic height is computed by dividing the NAVD 88
 AA4747.geopotential number by the normal gravity value computed on the
 AA4747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4747.degrees latitude (g = 980.6199 gals.).
 AA4747
 AA4747.The modeled gravity was interpolated from observed gravity values.
 AA4747
 AA4747;                    North         East     Units Scale Factor Converg.
 AA4747;SPC AL E     -   207,192.239   171,837.589   MT  0.99996978   -0 09 36.7
 AA4747;UTM  16      - 3,581,600.519   581,604.150   MT  0.99968212   +0 27 51.9
 AA4747
 AA4747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4747!SPC AL E     -   0.99999341  x   0.99996978  =   0.99996319
 AA4747!UTM  16      -   0.99999341  x   0.99968212  =   0.99967553
 AA4747
 AA4747                          SUPERSEDED SURVEY CONTROL
 AA4747
 AA4747  ELLIP H (10/22/97)   42.04   (m)                       GP(       ) 4 1
 AA4747  ELLIP H (04/13/95)   13.71   (m)                       GP(       ) 4 1
 AA4747  NGVD 29 (04/13/95)   70.0    (m)          230.     (f) GPS OBS        
 AA4747
 AA4747.Superseded values are not recommended for survey control.
 AA4747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4747.See file dsdata.txt to determine how the superseded data were derived.
 AA4747
 AA4747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8160481601(NAD 83)
 AA4747_MARKER: DD = SURVEY DISK
 AA4747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4747_SP_SET: CONCRETE POST
 AA4747_STAMPING: STA. 5248 1994
 AA4747_MARK LOGO: AL-101
 AA4747_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4747+STABILITY: SURFACE MOTION
 AA4747_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4747+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4747
 AA4747  HISTORY     - Date     Condition        Report By
 AA4747  HISTORY     - 1994     MONUMENTED       CH2M
 AA4747  HISTORY     - 19940226 GOOD             MSI
 AA4747
 AA4747                          STATION DESCRIPTION
 AA4747
 AA4747'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4747'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4747'QUADRANGLE, SECTION 14, T16N, R19E.  THE STATION IS LOCATED
 AA4747'APPROXIMATELY 0.3 MI (0.5 KM) EAST OF THE INTERSTATE 85 ATLANTA
 AA4747'HIGHWAY OVERPASS ON THE WEST SIDE OF THE SERVICE ROAD. THE STATION IS
 AA4747'A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5248 1994, AND SET IN THE
 AA4747'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4747'GROUND.  THE DISK IS LOCATED  66.42 FT (20.24 M) 188 DEGREES FROM A
 AA4747'POWER POLE, 118.75 FT (36.20 M) 252 DEGREES FROM A STORM MANHOLE, AND
 AA4747'27.02 FT (8.24 M) 355 DEGREES FROM THE INTERSTATE FENCE LINE.
 AA4747
 AA4747                          STATION RECOVERY (1994)
 AA4747
 AA4747'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4747'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4748 ***********************************************************************
 AA4748  DESIGNATION -  5249
 AA4748  PID         -  AA4748
 AA4748  STATE/COUNTY-  AL/MONTGOMERY
 AA4748  USGS QUAD   -  BARACHIAS (1987)
 AA4748
 AA4748                         *CURRENT SURVEY CONTROL
 AA4748  ___________________________________________________________________
 AA4748* NAD 83(1992)-  32 21 36.17051(N)    086 12 55.71672(W)     ADJUSTED  
 AA4748* NAVD 88     -        87.416  (meters)     286.80   (feet)  ADJUSTED  
 AA4748  ___________________________________________________________________
 AA4748  X           -     355,951.322 (meters)                     COMP
 AA4748  Y           -  -5,381,084.815 (meters)                     COMP
 AA4748  Z           -   3,394,255.406 (meters)                     COMP
 AA4748  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AA4748  ELLIP HEIGHT-          59.43  (meters)          (07/29/02) GPS OBS
 AA4748  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AA4748  DYNAMIC HT  -          87.316 (meters)     286.47  (feet)  COMP
 AA4748  MODELED GRAV-     979,494.4   (mgal)                       NAVD 88
 AA4748
 AA4748  HORZ ORDER  -  FIRST
 AA4748  VERT ORDER  -  THIRD
 AA4748  ELLP ORDER  -  FOURTH    CLASS I
 AA4748
 AA4748.The horizontal coordinates were established by GPS observations
 AA4748.and adjusted by the National Geodetic Survey in April 1995..
 AA4748
 AA4748.The orthometric height was determined by differential leveling
 AA4748.and adjusted by the National Geodetic Survey in April 1998..
 AA4748
 AA4748.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4748
 AA4748.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4748
 AA4748.The ellipsoidal height was determined by GPS observations
 AA4748.and is referenced to NAD 83.
 AA4748
 AA4748.The geoid height was determined by GEOID03.
 AA4748
 AA4748.The dynamic height is computed by dividing the NAVD 88
 AA4748.geopotential number by the normal gravity value computed on the
 AA4748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4748.degrees latitude (g = 980.6199 gals.).
 AA4748
 AA4748.The modeled gravity was interpolated from observed gravity values.
 AA4748
 AA4748;                    North         East     Units Scale Factor Converg.
 AA4748;SPC AL E     -   206,292.291   164,033.202   MT  0.99997595   -0 12 16.3
 AA4748;UTM  16      - 3,580,615.850   573,812.360   MT  0.99966718   +0 25 11.7
 AA4748
 AA4748!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4748!SPC AL E     -   0.99999067  x   0.99997595  =   0.99996662
 AA4748!UTM  16      -   0.99999067  x   0.99966718  =   0.99965785
 AA4748
 AA4748                          SUPERSEDED SURVEY CONTROL
 AA4748
 AA4748  ELLIP H (10/22/97)   59.50   (m)                       GP(       ) 4 1
 AA4748  ELLIP H (04/13/95)   31.21   (m)                       GP(       ) 4 1
 AA4748  NGVD 29 (04/13/95)   87.4    (m)          287.     (f) GPS OBS        
 AA4748
 AA4748.Superseded values are not recommended for survey control.
 AA4748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4748.See file dsdata.txt to determine how the superseded data were derived.
 AA4748
 AA4748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7381280616(NAD 83)
 AA4748_MARKER: DD = SURVEY DISK
 AA4748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4748_SP_SET: CONCRETE POST
 AA4748_STAMPING: STA. 5249 1994
 AA4748_MARK LOGO: AL-101
 AA4748_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4748+STABILITY: SURFACE MOTION
 AA4748_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4748+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4748
 AA4748  HISTORY     - Date     Condition        Report By
 AA4748  HISTORY     - 1994     MONUMENTED       CH2M
 AA4748  HISTORY     - 19940226 GOOD             MSI
 AA4748
 AA4748                          STATION DESCRIPTION
 AA4748
 AA4748'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4748'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4748'QUADRANGLE, SECTION 24, T16N, R18E.  THE STATION IS LOCATED NORTHWEST
 AA4748'OF THE EASTERN BOULEVARD AND CARMICHAEL ROAD INTERSECTION, ON MEDIAN
 AA4748'BETWEEN THE SERVICE ROAD AND THE EASTERN BOULEVARD. THE STATION IS A
 AA4748'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5249 1994, AND SET IN THE
 AA4748'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4748'GROUND.  THE DISK IS LOCATED 12.3 FT (3.7 M) 40 DEGREES FROM A LIGHT
 AA4748'POLE, 93.4 FT (28.5 M) 124 DEGREES FROM A GALVANIZED POWER POLE, AND
 AA4748'20.2 FT (6.2 M) 24 DEGREES FROM THE CORNER OF THE MEDIAN.
 AA4748
 AA4748                          STATION RECOVERY (1994)
 AA4748
 AA4748'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4748'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2540 ***********************************************************************
 CN2540  DESIGNATION -  524+94
 CN2540  PID         -  CN2540
 CN2540  STATE/COUNTY-  AL/MARENGO
 CN2540  USGS QUAD   -  SWEET WATER (1986)
 CN2540
 CN2540                         *CURRENT SURVEY CONTROL
 CN2540  ___________________________________________________________________
 CN2540* NAD 83(1986)-  32 02 43.     (N)    087 46 45.     (W)     SCALED    
 CN2540* NAVD 88     -        56.799  (meters)     186.35   (feet)  ADJUSTED  
 CN2540  ___________________________________________________________________
 CN2540  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CN2540  DYNAMIC HT  -          56.732 (meters)     186.13  (feet)  COMP
 CN2540  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CN2540
 CN2540  VERT ORDER  -  SECOND    CLASS 0
 CN2540
 CN2540.The horizontal coordinates were scaled from a topographic map and have
 CN2540.an estimated accuracy of +/- 6 seconds.
 CN2540
 CN2540.The orthometric height was determined by differential leveling
 CN2540.and adjusted by the National Geodetic Survey in June 1991..
 CN2540
 CN2540.The geoid height was determined by GEOID03.
 CN2540
 CN2540.The dynamic height is computed by dividing the NAVD 88
 CN2540.geopotential number by the normal gravity value computed on the
 CN2540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2540.degrees latitude (g = 980.6199 gals.).
 CN2540
 CN2540.The modeled gravity was interpolated from observed gravity values.
 CN2540
 CN2540;                    North         East    Units  Estimated Accuracy
 CN2540;SPC AL W     -   226,780.      573,640.      MT  (+/- 180 meters Scaled)
 CN2540
 CN2540                          SUPERSEDED SURVEY CONTROL
 CN2540
 CN2540  NGVD 29 (??/??/92)   56.769  (m)          186.25   (f) ADJ UNCH    2 0
 CN2540
 CN2540.Superseded values are not recommended for survey control.
 CN2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2540.See file dsdata.txt to determine how the superseded data were derived.
 CN2540
 CN2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA264457(NAD 83)
 CN2540_MARKER: B = BOLT
 CN2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2540+STABILITY: SURFACE MOTION
 CN2540
 CN2540  HISTORY     - Date     Condition        Report By
 CN2540  HISTORY     - UNK      MONUMENTED       ALHD
 CN2540  HISTORY     - 1951     GOOD             NGS
 CN2540  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2540
 CN2540                          STATION DESCRIPTION
 CN2540
 CN2540'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CN2540'0.85 MI SE FROM DIXONS MILL.
 CN2540'ABOUT 0.2 MILE SOUTH ALONG U.S. HIGHWAY 43 FROM THE CROSSING OF STATE
 CN2540'HIGHWAY 10 AT DIXONS MILL, THENCE ABOUT 0.65 MILE SOUTHEAST ALONG A
 CN2540'BLACK TOP ROAD, ABOUT 0.1 MILE NORTHWEST OF A 137-FOOT BRIDGE OVER
 CN2540'MILL CREEK, AT THE JUNCTION OF A SAND ROAD LEADING EAST, 41 FEET
 CN2540'NORTHEAST OF CENTER LINE OF ROAD, 19 FEET NORTH OF CENTER LINE OF SAND
 CN2540'ROAD, 161 FEET EAST AND ACROSS ROAD FROM A POWERPOLE WITH A
 CN2540'TRANSFORMER, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 CN2540'FEET ABOVE LEVEL OF JUNCTION AND PROJECTING 9 INCHES.  NOTE-- CONCRETE
 CN2540'POST IS CAST 542+94 NOT 524+94.
 CN2540
 CN2540                          STATION RECOVERY (1974)
 CN2540
 CN2540'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2540'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2541 ***********************************************************************
 BG2541  DESIGNATION -  525
 BG2541  PID         -  BG2541
 BG2541  STATE/COUNTY-  AL/BALDWIN
 BG2541  USGS QUAD   -  STAPLETON (1982)
 BG2541
 BG2541                         *CURRENT SURVEY CONTROL
 BG2541  ___________________________________________________________________
 BG2541* NAD 83(1986)-  30 40 36.     (N)    087 51 27.     (W)     SCALED    
 BG2541* NAVD 88     -        60.758  (meters)     199.34   (feet)  ADJUSTED  
 BG2541  ___________________________________________________________________
 BG2541  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BG2541  DYNAMIC HT  -          60.679 (meters)     199.08  (feet)  COMP
 BG2541  MODELED GRAV-     979,343.7   (mgal)                       NAVD 88
 BG2541
 BG2541  VERT ORDER  -  FIRST     CLASS II
 BG2541
 BG2541.The horizontal coordinates were scaled from a topographic map and have
 BG2541.an estimated accuracy of +/- 6 seconds.
 BG2541
 BG2541.The orthometric height was determined by differential leveling
 BG2541.and adjusted by the National Geodetic Survey in June 1991..
 BG2541
 BG2541.The geoid height was determined by GEOID03.
 BG2541
 BG2541.The dynamic height is computed by dividing the NAVD 88
 BG2541.geopotential number by the normal gravity value computed on the
 BG2541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2541.degrees latitude (g = 980.6199 gals.).
 BG2541
 BG2541.The modeled gravity was interpolated from observed gravity values.
 BG2541
 BG2541;                    North         East    Units  Estimated Accuracy
 BG2541;SPC AL W     -    75,060.      565,750.      MT  (+/- 180 meters Scaled)
 BG2541
 BG2541                          SUPERSEDED SURVEY CONTROL
 BG2541
 BG2541  NGVD 29 (??/??/92)   60.71   (m)          199.2    (f) COMPUTED    1 2
 BG2541
 BG2541.Superseded values are not recommended for survey control.
 BG2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2541.See file dsdata.txt to determine how the superseded data were derived.
 BG2541
 BG2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU178940(NAD 83)
 BG2541_MARKER: DD = SURVEY DISK
 BG2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2541_STAMPING: 525 525
 BG2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2541+STABILITY: SURFACE MOTION
 BG2541
 BG2541  HISTORY     - Date     Condition        Report By
 BG2541  HISTORY     - UNK      MONUMENTED       ALGS
 BG2541  HISTORY     - 1955     GOOD             NGS
 BG2541  HISTORY     - 1968     MARK NOT FOUND   NGS
 BG2541
 BG2541                          STATION DESCRIPTION
 BG2541
 BG2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2541'7 MI SW FROM STAPLETON.
 BG2541'ABOUT 7.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE POST
 BG2541'OFFICE AT STAPLETON, ABOUT 0.35 MILE WEST OF JUNCTION OF A BLACK
 BG2541'TOP ROAD LEADING SOUTH, ABOUT 0.15 MILE WEST OF A PAN-AM SERVICE
 BG2541'STATION, ABOUT 0.15 MILE EAST OF A DIRT ROAD LEADING NORTH, AT
 BG2541'BREAK IN GRADE DECENDING WEST, ON TOP AND 2 FEET NORTH OF EDGE
 BG2541'OF A CUT BANK, 39 FEET NORTH OF CENTER LINE OF HIGHWAY, 103 FEET
 BG2541'NORTHWEST AND ACROSS HIGHWAY FROM A POWER POLE, 1 1/2 FEET SOUTH
 BG2541'OF A FENCE LINE, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN
 BG2541'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BG2541
 BG2541                          STATION RECOVERY (1968)
 BG2541
 BG2541'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BG2541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4749 ***********************************************************************
 AA4749  DESIGNATION -  5250
 AA4749  PID         -  AA4749
 AA4749  STATE/COUNTY-  AL/MONTGOMERY
 AA4749  USGS QUAD   -  BARACHIAS (1987)
 AA4749
 AA4749                         *CURRENT SURVEY CONTROL
 AA4749  ___________________________________________________________________
 AA4749* NAD 83(1992)-  32 21 31.77847(N)    086 11 30.52525(W)     ADJUSTED  
 AA4749* NAVD 88     -        79.120  (meters)     259.58   (feet)  ADJUSTED  
 AA4749  ___________________________________________________________________
 AA4749  X           -     358,178.130 (meters)                     COMP
 AA4749  Y           -  -5,381,002.597 (meters)                     COMP
 AA4749  Z           -   3,394,136.682 (meters)                     COMP
 AA4749  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 AA4749  ELLIP HEIGHT-          51.13  (meters)          (07/29/02) GPS OBS
 AA4749  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AA4749  DYNAMIC HT  -          79.029 (meters)     259.28  (feet)  COMP
 AA4749  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 AA4749
 AA4749  HORZ ORDER  -  FIRST
 AA4749  VERT ORDER  -  THIRD
 AA4749  ELLP ORDER  -  FOURTH    CLASS I
 AA4749
 AA4749.The horizontal coordinates were established by GPS observations
 AA4749.and adjusted by the National Geodetic Survey in April 1995..
 AA4749
 AA4749.The orthometric height was determined by differential leveling
 AA4749.and adjusted by the National Geodetic Survey in April 1998..
 AA4749
 AA4749.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4749
 AA4749.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4749
 AA4749.The ellipsoidal height was determined by GPS observations
 AA4749.and is referenced to NAD 83.
 AA4749
 AA4749.The geoid height was determined by GEOID03.
 AA4749
 AA4749.The dynamic height is computed by dividing the NAVD 88
 AA4749.geopotential number by the normal gravity value computed on the
 AA4749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4749.degrees latitude (g = 980.6199 gals.).
 AA4749
 AA4749.The modeled gravity was interpolated from observed gravity values.
 AA4749
 AA4749;                    North         East     Units Scale Factor Converg.
 AA4749;SPC AL E     -   206,149.299   166,260.011   MT  0.99997403   -0 11 30.7
 AA4749;UTM  16      - 3,580,497.172   576,039.914   MT  0.99967130   +0 25 57.3
 AA4749
 AA4749!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4749!SPC AL E     -   0.99999197  x   0.99997403  =   0.99996600
 AA4749!UTM  16      -   0.99999197  x   0.99967130  =   0.99966327
 AA4749
 AA4749                          SUPERSEDED SURVEY CONTROL
 AA4749
 AA4749  ELLIP H (10/22/97)   51.20   (m)                       GP(       ) 4 1
 AA4749  ELLIP H (04/13/95)   22.91   (m)                       GP(       ) 4 1
 AA4749  NGVD 29 (04/13/95)   79.1    (m)          260.     (f) GPS OBS        
 AA4749
 AA4749.Superseded values are not recommended for survey control.
 AA4749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4749.See file dsdata.txt to determine how the superseded data were derived.
 AA4749
 AA4749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7604080497(NAD 83)
 AA4749_MARKER: DD = SURVEY DISK
 AA4749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4749_SP_SET: CONCRETE POST
 AA4749_STAMPING: STA. 5250 1994
 AA4749_MARK LOGO: AL-101
 AA4749_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4749+STABILITY: SURFACE MOTION
 AA4749_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4749+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4749
 AA4749  HISTORY     - Date     Condition        Report By
 AA4749  HISTORY     - 1994     MONUMENTED       CH2M
 AA4749  HISTORY     - 19940226 GOOD             MSI
 AA4749
 AA4749                          STATION DESCRIPTION
 AA4749
 AA4749'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4749'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4749'QUADRANGLE, SECTION 19, T16N, R19E.  THE STATION IS LOCATED
 AA4749'APPROXIMATELY 0.2 MI (0.3 KM) SOUTH OF INTERSTATE 85 ON THE WEST SIDE
 AA4749'OF BELL ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4749'STA. 5250 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4749'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 21.55 FT
 AA4749'(6.57 M) 278 DEGREES FROM THE CENTERLINE OF BELL ROAD.  59.74 FT
 AA4749'(18.21 M) 182 DEGREES FROM THE CENTER TOP OF A 48 INCH CULVERT, AND
 AA4749'32.69 FT (9.96 M) 99 DEGREES FROM AN IRON FENCE LINE.
 AA4749
 AA4749                          STATION RECOVERY (1994)
 AA4749
 AA4749'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4749'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4750 ***********************************************************************
 AA4750  DESIGNATION -  5251
 AA4750  PID         -  AA4750
 AA4750  STATE/COUNTY-  AL/MONTGOMERY
 AA4750  USGS QUAD   -  BARACHIAS (1987)
 AA4750
 AA4750                         *CURRENT SURVEY CONTROL
 AA4750  ___________________________________________________________________
 AA4750* NAD 83(1992)-  32 21 30.86742(N)    086 10 16.63512(W)     ADJUSTED  
 AA4750* NAVD 88     -        83.451  (meters)     273.79   (feet)  ADJUSTED  
 AA4750  ___________________________________________________________________
 AA4750  X           -     360,106.988 (meters)                     COMP
 AA4750  Y           -  -5,380,892.578 (meters)                     COMP
 AA4750  Z           -   3,394,115.293 (meters)                     COMP
 AA4750  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AA4750  ELLIP HEIGHT-          55.46  (meters)          (07/29/02) GPS OBS
 AA4750  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AA4750  DYNAMIC HT  -          83.355 (meters)     273.47  (feet)  COMP
 AA4750  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 AA4750
 AA4750  HORZ ORDER  -  FIRST
 AA4750  VERT ORDER  -  THIRD
 AA4750  ELLP ORDER  -  FOURTH    CLASS I
 AA4750
 AA4750.The horizontal coordinates were established by GPS observations
 AA4750.and adjusted by the National Geodetic Survey in April 1995..
 AA4750
 AA4750.The orthometric height was determined by differential leveling
 AA4750.and adjusted by the National Geodetic Survey in April 1998..
 AA4750
 AA4750.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4750
 AA4750.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4750
 AA4750.The ellipsoidal height was determined by GPS observations
 AA4750.and is referenced to NAD 83.
 AA4750
 AA4750.The geoid height was determined by GEOID03.
 AA4750
 AA4750.The dynamic height is computed by dividing the NAVD 88
 AA4750.geopotential number by the normal gravity value computed on the
 AA4750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4750.degrees latitude (g = 980.6199 gals.).
 AA4750
 AA4750.The modeled gravity was interpolated from observed gravity values.
 AA4750
 AA4750;                    North         East     Units Scale Factor Converg.
 AA4750;SPC AL E     -   206,114.952   168,191.745   MT  0.99997247   -0 10 51.2
 AA4750;UTM  16      - 3,580,483.884   577,971.327   MT  0.99967497   +0 26 36.8
 AA4750
 AA4750!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4750!SPC AL E     -   0.99999129  x   0.99997247  =   0.99996376
 AA4750!UTM  16      -   0.99999129  x   0.99967497  =   0.99966627
 AA4750
 AA4750                          SUPERSEDED SURVEY CONTROL
 AA4750
 AA4750  ELLIP H (10/22/97)   55.52   (m)                       GP(       ) 4 1
 AA4750  ELLIP H (04/13/95)   27.22   (m)                       GP(       ) 4 1
 AA4750  NGVD 29 (04/13/95)   83.4    (m)          274.     (f) GPS OBS        
 AA4750
 AA4750.Superseded values are not recommended for survey control.
 AA4750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4750.See file dsdata.txt to determine how the superseded data were derived.
 AA4750
 AA4750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7797180484(NAD 83)
 AA4750_MARKER: DD = SURVEY DISK
 AA4750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4750_SP_SET: CONCRETE POST
 AA4750_STAMPING: STA. 5251 1994
 AA4750_MARK LOGO: AL-101
 AA4750_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4750+STABILITY: SURFACE MOTION
 AA4750_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4750+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4750
 AA4750  HISTORY     - Date     Condition        Report By
 AA4750  HISTORY     - 1994     MONUMENTED       CH2M
 AA4750  HISTORY     - 19940226 GOOD             MSI
 AA4750
 AA4750                          STATION DESCRIPTION
 AA4750
 AA4750'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4750'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4750'QUADRANGLE, SECTION 20, T16N, R19E.  THE STATION IS LOCATED
 AA4750'APPROXIMATELY 0.1 MI (0.2 KM) SOUTH OF INTERSTATE 85 IN THE MEDIAN OF
 AA4750'TAYLOR ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4750'STA. 5251 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4750'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 26.52 FT
 AA4750'(8.08 M) 85 DEGREES FROM THE CENTERLINE TAYLOR ROAD (SOUTH), 51.4 FT
 AA4750'(15.7 M) 266 DEGREES FROM THE CENTERLINE TAYLOR ROAD (NORTH), AND
 AA4750'14.91 FT (4.54 M) 301 DEGREES FROM THE TOP OF A 24 INCH CULVERT
 AA4750'HEADWALL.
 AA4750
 AA4750                          STATION RECOVERY (1994)
 AA4750
 AA4750'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4750'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4751 ***********************************************************************
 AA4751  DESIGNATION -  5253
 AA4751  PID         -  AA4751
 AA4751  STATE/COUNTY-  AL/MONTGOMERY
 AA4751  USGS QUAD   -  BARACHIAS (1987)
 AA4751
 AA4751                         *CURRENT SURVEY CONTROL
 AA4751  ___________________________________________________________________
 AA4751* NAD 83(1992)-  32 21 33.16765(N)    086 07 49.06494(W)     ADJUSTED  
 AA4751* NAVD 88     -        69.233  (meters)     227.14   (feet)  ADJUSTED  
 AA4751  ___________________________________________________________________
 AA4751  X           -     363,953.231 (meters)                     COMP
 AA4751  Y           -  -5,380,583.711 (meters)                     COMP
 AA4751  Z           -   3,394,167.514 (meters)                     COMP
 AA4751  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA4751  ELLIP HEIGHT-          41.20  (meters)          (07/29/02) GPS OBS
 AA4751  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA4751  DYNAMIC HT  -          69.153 (meters)     226.88  (feet)  COMP
 AA4751  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 AA4751
 AA4751  HORZ ORDER  -  FIRST
 AA4751  VERT ORDER  -  THIRD
 AA4751  ELLP ORDER  -  FOURTH    CLASS I
 AA4751
 AA4751.The horizontal coordinates were established by GPS observations
 AA4751.and adjusted by the National Geodetic Survey in April 1995..
 AA4751
 AA4751.The orthometric height was determined by differential leveling
 AA4751.and adjusted by the National Geodetic Survey in April 1998..
 AA4751
 AA4751.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4751
 AA4751.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4751
 AA4751.The ellipsoidal height was determined by GPS observations
 AA4751.and is referenced to NAD 83.
 AA4751
 AA4751.The geoid height was determined by GEOID03.
 AA4751
 AA4751.The dynamic height is computed by dividing the NAVD 88
 AA4751.geopotential number by the normal gravity value computed on the
 AA4751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4751.degrees latitude (g = 980.6199 gals.).
 AA4751
 AA4751.The modeled gravity was interpolated from observed gravity values.
 AA4751
 AA4751;                    North         East     Units Scale Factor Converg.
 AA4751;SPC AL E     -   206,174.364   172,050.098   MT  0.99996963   -0 09 32.2
 AA4751;UTM  16      - 3,580,585.313   581,827.677   MT  0.99968257   +0 27 55.8
 AA4751
 AA4751!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4751!SPC AL E     -   0.99999353  x   0.99996963  =   0.99996316
 AA4751!UTM  16      -   0.99999353  x   0.99968257  =   0.99967610
 AA4751
 AA4751                          SUPERSEDED SURVEY CONTROL
 AA4751
 AA4751  ELLIP H (10/22/97)   41.27   (m)                       GP(       ) 4 1
 AA4751  ELLIP H (04/13/95)   12.96   (m)                       GP(       ) 4 1
 AA4751  NGVD 29 (04/13/95)   69.2    (m)          227.     (f) GPS OBS        
 AA4751
 AA4751.Superseded values are not recommended for survey control.
 AA4751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4751.See file dsdata.txt to determine how the superseded data were derived.
 AA4751
 AA4751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8182880585(NAD 83)
 AA4751_MARKER: DD = SURVEY DISK
 AA4751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4751_SP_SET: CONCRETE POST
 AA4751_STAMPING: STA. 5253 1994
 AA4751_MARK LOGO: AL-101
 AA4751_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4751+STABILITY: SURFACE MOTION
 AA4751_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4751+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4751
 AA4751  HISTORY     - Date     Condition        Report By
 AA4751  HISTORY     - 1994     MONUMENTED       CH2M
 AA4751  HISTORY     - 19940226 GOOD             MSI
 AA4751
 AA4751                          STATION DESCRIPTION
 AA4751
 AA4751'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4751'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4751'QUADRANGLE, SECTION 23, T16N, R19E.  THE STATION IS LOCATED ON THE
 AA4751'SOUTHWEST SIDE OF RYAN ROAD 0.8 MI (1.3 KM) SOUTHEAST OF INTERSTATE 85
 AA4751'OVERPASS. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA.
 AA4751'5253 1994 SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 AA4751'MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 18.65 FT (5.68 M)
 AA4751'248 DEGREES FROM THE CENTERLINE OF RYAN ROAD, 103.3 FT (31.5 M) 135
 AA4751'DEGREES FROM A POWER POLE, AND 57.01 FT (17.38 M) 340 DEGREES FROM A
 AA4751'POWER POLE.
 AA4751
 AA4751                          STATION RECOVERY (1994)
 AA4751
 AA4751'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4751'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4752 ***********************************************************************
 AA4752  DESIGNATION -  5254
 AA4752  PID         -  AA4752
 AA4752  STATE/COUNTY-  AL/MONTGOMERY
 AA4752  USGS QUAD   -  BARACHIAS (1987)
 AA4752
 AA4752                         *CURRENT SURVEY CONTROL
 AA4752  ___________________________________________________________________
 AA4752* NAD 83(1992)-  32 20 55.68536(N)    086 14 25.25540(W)     ADJUSTED  
 AA4752* NAVD 88     -        73.227  (meters)     240.25   (feet)  ADJUSTED  
 AA4752  ___________________________________________________________________
 AA4752  X           -     353,658.361 (meters)                     COMP
 AA4752  Y           -  -5,381,892.861 (meters)                     COMP
 AA4752  Z           -   3,393,194.347 (meters)                     COMP
 AA4752  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 AA4752  ELLIP HEIGHT-          45.29  (meters)          (07/29/02) GPS OBS
 AA4752  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AA4752  DYNAMIC HT  -          73.143 (meters)     239.97  (feet)  COMP
 AA4752  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 AA4752
 AA4752  HORZ ORDER  -  FIRST
 AA4752  VERT ORDER  -  THIRD
 AA4752  ELLP ORDER  -  FOURTH    CLASS I
 AA4752
 AA4752.The horizontal coordinates were established by GPS observations
 AA4752.and adjusted by the National Geodetic Survey in April 1995..
 AA4752
 AA4752.The orthometric height was determined by differential leveling
 AA4752.and adjusted by the National Geodetic Survey in April 1998..
 AA4752
 AA4752.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4752
 AA4752.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4752
 AA4752.The ellipsoidal height was determined by GPS observations
 AA4752.and is referenced to NAD 83.
 AA4752
 AA4752.The geoid height was determined by GEOID03.
 AA4752
 AA4752.The dynamic height is computed by dividing the NAVD 88
 AA4752.geopotential number by the normal gravity value computed on the
 AA4752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4752.degrees latitude (g = 980.6199 gals.).
 AA4752
 AA4752.The modeled gravity was interpolated from observed gravity values.
 AA4752
 AA4752;                    North         East     Units Scale Factor Converg.
 AA4752;SPC AL E     -   205,053.867   161,687.541   MT  0.99997809   -0 13 04.0
 AA4752;UTM  16      - 3,579,352.333   571,481.061   MT  0.99966301   +0 24 23.3
 AA4752
 AA4752!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4752!SPC AL E     -   0.99999289  x   0.99997809  =   0.99997098
 AA4752!UTM  16      -   0.99999289  x   0.99966301  =   0.99965590
 AA4752
 AA4752                          SUPERSEDED SURVEY CONTROL
 AA4752
 AA4752  ELLIP H (10/22/97)   45.35   (m)                       GP(       ) 4 1
 AA4752  ELLIP H (04/13/95)   17.09   (m)                       GP(       ) 4 1
 AA4752  NGVD 29 (04/13/95)   73.2    (m)          240.     (f) GPS OBS        
 AA4752
 AA4752.Superseded values are not recommended for survey control.
 AA4752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4752.See file dsdata.txt to determine how the superseded data were derived.
 AA4752
 AA4752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7148179352(NAD 83)
 AA4752_MARKER: DD = SURVEY DISK
 AA4752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4752_SP_SET: CONCRETE POST
 AA4752_STAMPING: STA. 5254 1994
 AA4752_MARK LOGO: AL-101
 AA4752_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4752+STABILITY: SURFACE MOTION
 AA4752_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4752+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4752
 AA4752  HISTORY     - Date     Condition        Report By
 AA4752  HISTORY     - 1994     MONUMENTED       CH2M
 AA4752  HISTORY     - 19940226 GOOD             MSI
 AA4752
 AA4752                          STATION DESCRIPTION
 AA4752
 AA4752'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4752'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4752'QUADRANGLE, SECTION 27, T16N, R19E.  THE STATION IS LOCATED ON THE
 AA4752'NORTH SIDE OF VAUGHN ROAD AT THE TALBOT TERRACE INTERSECTION. THE
 AA4752'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5254 1994 SET
 AA4752'IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH
 AA4752'THE GROUND.  THE DISK IS LOCATED 37.62 FT (11.47 M) 14 DEGREES FROM
 AA4752'THE CENTERLINE OF VAUGHN ROAD, 141.13 FT (43.02 M) 102 DEGREES FROM A
 AA4752'POWER POLE, AND 114.11 FT (34.78 M) 287 DEGREES FROM A STORM DITCH
 AA4752'HEADWALL.
 AA4752
 AA4752                          STATION RECOVERY (1994)
 AA4752
 AA4752'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4752'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4753 ***********************************************************************
 AA4753  DESIGNATION -  5256
 AA4753  PID         -  AA4753
 AA4753  STATE/COUNTY-  AL/MONTGOMERY
 AA4753  USGS QUAD   -  BARACHIAS (1987)
 AA4753
 AA4753                         *CURRENT SURVEY CONTROL
 AA4753  ___________________________________________________________________
 AA4753* NAD 83(1992)-  32 20 59.86360(N)    086 11 35.58778(W)     ADJUSTED  
 AA4753* NAVD 88     -        81.546  (meters)     267.54   (feet)  ADJUSTED  
 AA4753  ___________________________________________________________________
 AA4753  X           -     358,081.127 (meters)                     COMP
 AA4753  Y           -  -5,381,538.411 (meters)                     COMP
 AA4753  Z           -   3,393,307.519 (meters)                     COMP
 AA4753  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA4753  ELLIP HEIGHT-          53.59  (meters)          (07/29/02) GPS OBS
 AA4753  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 AA4753  DYNAMIC HT  -          81.452 (meters)     267.23  (feet)  COMP
 AA4753  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 AA4753
 AA4753  HORZ ORDER  -  FIRST
 AA4753  VERT ORDER  -  THIRD
 AA4753  ELLP ORDER  -  FOURTH    CLASS I
 AA4753
 AA4753.The horizontal coordinates were established by GPS observations
 AA4753.and adjusted by the National Geodetic Survey in April 1995..
 AA4753
 AA4753.The orthometric height was determined by differential leveling
 AA4753.and adjusted by the National Geodetic Survey in April 1998..
 AA4753
 AA4753.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4753
 AA4753.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4753
 AA4753.The ellipsoidal height was determined by GPS observations
 AA4753.and is referenced to NAD 83.
 AA4753
 AA4753.The geoid height was determined by GEOID03.
 AA4753
 AA4753.The dynamic height is computed by dividing the NAVD 88
 AA4753.geopotential number by the normal gravity value computed on the
 AA4753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4753.degrees latitude (g = 980.6199 gals.).
 AA4753
 AA4753.The modeled gravity was interpolated from observed gravity values.
 AA4753
 AA4753;                    North         East     Units Scale Factor Converg.
 AA4753;SPC AL E     -   205,166.681   166,124.349   MT  0.99997415   -0 11 33.3
 AA4753;UTM  16      - 3,579,513.432   575,915.006   MT  0.99967107   +0 25 54.2
 AA4753
 AA4753!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4753!SPC AL E     -   0.99999159  x   0.99997415  =   0.99996574
 AA4753!UTM  16      -   0.99999159  x   0.99967107  =   0.99966266
 AA4753
 AA4753                          SUPERSEDED SURVEY CONTROL
 AA4753
 AA4753  ELLIP H (10/22/97)   53.66   (m)                       GP(       ) 4 1
 AA4753  ELLIP H (04/13/95)   25.39   (m)                       GP(       ) 4 1
 AA4753  NGVD 29 (04/13/95)   81.5    (m)          267.     (f) GPS OBS        
 AA4753
 AA4753.Superseded values are not recommended for survey control.
 AA4753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4753.See file dsdata.txt to determine how the superseded data were derived.
 AA4753
 AA4753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7591579513(NAD 83)
 AA4753_MARKER: DD = SURVEY DISK
 AA4753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4753_SP_SET: CONCRETE POST
 AA4753_STAMPING: STA. 5256 1994
 AA4753_MARK LOGO: AL-101
 AA4753_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4753+STABILITY: SURFACE MOTION
 AA4753_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4753+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4753
 AA4753  HISTORY     - Date     Condition        Report By
 AA4753  HISTORY     - 1994     MONUMENTED       CH2M
 AA4753  HISTORY     - 19940226 GOOD             MSI
 AA4753
 AA4753                          STATION DESCRIPTION
 AA4753
 AA4753'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4753'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4753'QUADRANGLE, SECTION 19, T16N, R19E.  THE STATION IS LOCATED
 AA4753'APPROXIMATELY 0.7 MI (1.1 KM) NORTH OF VAUGHN ROAD ON THE WEST SIDE OF
 AA4753'BELL ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA.
 AA4753'5256 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 AA4753'MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED   34.9 FT (10.6 M)
 AA4753'284 DEGREES FROM THE CENTERLINE OF BELL ROAD, 65.33 FT (19.91 M) 265
 AA4753'DEGREES FROM A POWER POLE WITH LIGHT, AND 85.65 FT (26.11 M) 177
 AA4753'DEGREES FROM A MANHOLE.
 AA4753
 AA4753                          STATION RECOVERY (1994)
 AA4753
 AA4753'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4753'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4754 ***********************************************************************
 AA4754  DESIGNATION -  5259
 AA4754  PID         -  AA4754
 AA4754  STATE/COUNTY-  AL/MONTGOMERY
 AA4754  USGS QUAD   -  BARACHIAS (1987)
 AA4754
 AA4754                         *CURRENT SURVEY CONTROL
 AA4754  ___________________________________________________________________
 AA4754* NAD 83(1992)-  32 20 53.69626(N)    086 07 41.32008(W)     ADJUSTED  
 AA4754* NAVD 88     -        79.033  (meters)     259.29   (feet)  ADJUSTED  
 AA4754  ___________________________________________________________________
 AA4754  X           -     364,199.760 (meters)                     COMP
 AA4754  Y           -  -5,381,227.525 (meters)                     COMP
 AA4754  Z           -   3,393,145.666 (meters)                     COMP
 AA4754  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AA4754  ELLIP HEIGHT-          51.05  (meters)          (07/29/02) GPS OBS
 AA4754  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA4754  DYNAMIC HT  -          78.942 (meters)     259.00  (feet)  COMP
 AA4754  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 AA4754
 AA4754  HORZ ORDER  -  FIRST
 AA4754  VERT ORDER  -  THIRD
 AA4754  ELLP ORDER  -  FOURTH    CLASS I
 AA4754
 AA4754.The horizontal coordinates were established by GPS observations
 AA4754.and adjusted by the National Geodetic Survey in April 1995..
 AA4754
 AA4754.The orthometric height was determined by differential leveling
 AA4754.and adjusted by the National Geodetic Survey in April 1998..
 AA4754
 AA4754.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4754
 AA4754.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4754
 AA4754.The ellipsoidal height was determined by GPS observations
 AA4754.and is referenced to NAD 83.
 AA4754
 AA4754.The geoid height was determined by GEOID03.
 AA4754
 AA4754.The dynamic height is computed by dividing the NAVD 88
 AA4754.geopotential number by the normal gravity value computed on the
 AA4754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4754.degrees latitude (g = 980.6199 gals.).
 AA4754
 AA4754.The modeled gravity was interpolated from observed gravity values.
 AA4754
 AA4754;                    North         East     Units Scale Factor Converg.
 AA4754;SPC AL E     -   204,957.985   172,249.235   MT  0.99996949   -0 09 27.9
 AA4754;UTM  16      - 3,579,371.524   582,039.995   MT  0.99968300   +0 27 59.5
 AA4754
 AA4754!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4754!SPC AL E     -   0.99999198  x   0.99996949  =   0.99996147
 AA4754!UTM  16      -   0.99999198  x   0.99968300  =   0.99967499
 AA4754
 AA4754                          SUPERSEDED SURVEY CONTROL
 AA4754
 AA4754  ELLIP H (10/22/97)   51.12   (m)                       GP(       ) 4 1
 AA4754  ELLIP H (04/13/95)   22.83   (m)                       GP(       ) 4 1
 AA4754  NGVD 29 (04/13/95)   79.0    (m)          259.     (f) GPS OBS        
 AA4754
 AA4754.Superseded values are not recommended for survey control.
 AA4754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4754.See file dsdata.txt to determine how the superseded data were derived.
 AA4754
 AA4754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8204079372(NAD 83)
 AA4754_MARKER: DD = SURVEY DISK
 AA4754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4754_SP_SET: CONCRETE POST
 AA4754_STAMPING: STA. 5259 1994
 AA4754_MARK LOGO: AL-101
 AA4754_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4754+STABILITY: SURFACE MOTION
 AA4754_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4754+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4754
 AA4754  HISTORY     - Date     Condition        Report By
 AA4754  HISTORY     - 1994     MONUMENTED       CH2M
 AA4754  HISTORY     - 19940226 GOOD             MSI
 AA4754
 AA4754                          STATION DESCRIPTION
 AA4754
 AA4754'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4754'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4754'QUADRANGLE, SECTION 23, T16N, R19E.  THE STATION IS LOCATED
 AA4754'APPROXIMATELY 0.55 MI (0.89 KM) NORTH OF VAUGHN ROAD ON THE EAST SIDE
 AA4754'OF RYAN ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4754'STA. 5259 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4754'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 14.79 FT
 AA4754'(4.51 M) 88 DEGREES FROM THE CENTERLINE OF RYAN ROAD, 20.29 FT (6.18
 AA4754'M) 312 DEGREES FROM A POWER POLE, AND 19.15 FT (5.84 M) 343 DEGREES
 AA4754'FROM A CONCRETE CULVERT.
 AA4754
 AA4754                          STATION RECOVERY (1994)
 AA4754
 AA4754'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4754'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4755 ***********************************************************************
 AA4755  DESIGNATION -  5261
 AA4755  PID         -  AA4755
 AA4755  STATE/COUNTY-  AL/MONTGOMERY
 AA4755  USGS QUAD   -  BARACHIAS (1987)
 AA4755
 AA4755                         *CURRENT SURVEY CONTROL
 AA4755  ___________________________________________________________________
 AA4755* NAD 83(1992)-  32 20 20.10808(N)    086 13 02.23028(W)     ADJUSTED  
 AA4755* NAVD 88     -        75.903  (meters)     249.03   (feet)  ADJUSTED  
 AA4755  ___________________________________________________________________
 AA4755  X           -     355,863.467 (meters)                     COMP
 AA4755  Y           -  -5,382,337.384 (meters)                     COMP
 AA4755  Z           -   3,392,269.905 (meters)                     COMP
 AA4755  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA4755  ELLIP HEIGHT-          47.99  (meters)          (07/29/02) GPS OBS
 AA4755  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AA4755  DYNAMIC HT  -          75.816 (meters)     248.74  (feet)  COMP
 AA4755  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 AA4755
 AA4755  HORZ ORDER  -  FIRST
 AA4755  VERT ORDER  -  THIRD
 AA4755  ELLP ORDER  -  FOURTH    CLASS I
 AA4755
 AA4755.The horizontal coordinates were established by GPS observations
 AA4755.and adjusted by the National Geodetic Survey in April 1995..
 AA4755
 AA4755.The orthometric height was determined by differential leveling
 AA4755.and adjusted by the National Geodetic Survey in April 1998..
 AA4755
 AA4755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4755
 AA4755.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4755
 AA4755.The ellipsoidal height was determined by GPS observations
 AA4755.and is referenced to NAD 83.
 AA4755
 AA4755.The geoid height was determined by GEOID03.
 AA4755
 AA4755.The dynamic height is computed by dividing the NAVD 88
 AA4755.geopotential number by the normal gravity value computed on the
 AA4755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4755.degrees latitude (g = 980.6199 gals.).
 AA4755
 AA4755.The modeled gravity was interpolated from observed gravity values.
 AA4755
 AA4755;                    North         East     Units Scale Factor Converg.
 AA4755;SPC AL E     -   203,949.975   163,854.509   MT  0.99997611   -0 12 19.4
 AA4755;UTM  16      - 3,578,272.450   573,659.246   MT  0.99966691   +0 25 07.4
 AA4755
 AA4755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4755!SPC AL E     -   0.99999247  x   0.99997611  =   0.99996858
 AA4755!UTM  16      -   0.99999247  x   0.99966691  =   0.99965938
 AA4755
 AA4755                          SUPERSEDED SURVEY CONTROL
 AA4755
 AA4755  ELLIP H (10/22/97)   48.06   (m)                       GP(       ) 4 1
 AA4755  ELLIP H (04/13/95)   19.82   (m)                       GP(       ) 4 1
 AA4755  NGVD 29 (04/13/95)   75.9    (m)          249.     (f) GPS OBS        
 AA4755
 AA4755.Superseded values are not recommended for survey control.
 AA4755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4755.See file dsdata.txt to determine how the superseded data were derived.
 AA4755
 AA4755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7365978272(NAD 83)
 AA4755_MARKER: DD = SURVEY DISK
 AA4755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4755_SP_SET: CONCRETE POST
 AA4755_STAMPING: STA. 5261 1994
 AA4755_MARK LOGO: AL-101
 AA4755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4755+STABILITY: SURFACE MOTION
 AA4755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4755+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4755
 AA4755  HISTORY     - Date     Condition        Report By
 AA4755  HISTORY     - 1994     MONUMENTED       CH2M
 AA4755  HISTORY     - 19940226 GOOD             MSI
 AA4755
 AA4755                          STATION DESCRIPTION
 AA4755
 AA4755'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4755'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4755'QUADRANGLE, SECTION 25, T16N, R18E.  THE STATION IS LOCATED ON THE
 AA4755'NORTHWEST CORNER OF THE REXFORD ROAD WORCHESTER DRIVE INTERSECTION.
 AA4755'THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5261 1994
 AA4755'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4755'WITH THE GROUND.  THE DISK IS LOCATED 16.30 FT (4.97 M) 269 DEGREES
 AA4755'FROM THE CENTERLINE OF REXFORD ROAD, 48.08 FT (14.65 M) 338 DEGREES
 AA4755'FROM A MANHOLE ON REXFORD ROAD, AND 20.59 FT (6.28 M) 41 DEGREES FROM
 AA4755'A MANHOLE.
 AA4755
 AA4755                          STATION RECOVERY (1994)
 AA4755
 AA4755'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4755'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4756 ***********************************************************************
 AA4756  DESIGNATION -  5262
 AA4756  PID         -  AA4756
 AA4756  STATE/COUNTY-  AL/MONTGOMERY
 AA4756  USGS QUAD   -  BARACHIAS (1987)
 AA4756
 AA4756                         *CURRENT SURVEY CONTROL
 AA4756  ___________________________________________________________________
 AA4756* NAD 83(1992)-  32 20 22.82575(N)    086 11 44.50067(W)     ADJUSTED  
 AA4756* NAVD 88     -        78.061  (meters)     256.11   (feet)  ADJUSTED  
 AA4756  ___________________________________________________________________
 AA4756  X           -     357,888.891 (meters)                     COMP
 AA4756  Y           -  -5,382,160.018 (meters)                     COMP
 AA4756  Z           -   3,392,341.780 (meters)                     COMP
 AA4756  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA4756  ELLIP HEIGHT-          50.13  (meters)          (07/29/02) GPS OBS
 AA4756  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AA4756  DYNAMIC HT  -          77.972 (meters)     255.81  (feet)  COMP
 AA4756  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 AA4756
 AA4756  HORZ ORDER  -  FIRST
 AA4756  VERT ORDER  -  THIRD
 AA4756  ELLP ORDER  -  FOURTH    CLASS I
 AA4756
 AA4756.The horizontal coordinates were established by GPS observations
 AA4756.and adjusted by the National Geodetic Survey in April 1995..
 AA4756
 AA4756.The orthometric height was determined by differential leveling
 AA4756.and adjusted by the National Geodetic Survey in April 1998..
 AA4756
 AA4756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4756
 AA4756.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4756
 AA4756.The ellipsoidal height was determined by GPS observations
 AA4756.and is referenced to NAD 83.
 AA4756
 AA4756.The geoid height was determined by GEOID03.
 AA4756
 AA4756.The dynamic height is computed by dividing the NAVD 88
 AA4756.geopotential number by the normal gravity value computed on the
 AA4756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4756.degrees latitude (g = 980.6199 gals.).
 AA4756
 AA4756.The modeled gravity was interpolated from observed gravity values.
 AA4756
 AA4756;                    North         East     Units Scale Factor Converg.
 AA4756;SPC AL E     -   204,026.604   165,887.443   MT  0.99997434   -0 11 37.8
 AA4756;UTM  16      - 3,578,371.189   575,690.602   MT  0.99967065   +0 25 49.0
 AA4756
 AA4756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4756!SPC AL E     -   0.99999213  x   0.99997434  =   0.99996647
 AA4756!UTM  16      -   0.99999213  x   0.99967065  =   0.99966278
 AA4756
 AA4756                          SUPERSEDED SURVEY CONTROL
 AA4756
 AA4756  ELLIP H (10/22/97)   50.20   (m)                       GP(       ) 4 1
 AA4756  ELLIP H (04/13/95)   21.97   (m)                       GP(       ) 4 1
 AA4756  NGVD 29 (04/13/95)   78.1    (m)          256.     (f) GPS OBS        
 AA4756
 AA4756.Superseded values are not recommended for survey control.
 AA4756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4756.See file dsdata.txt to determine how the superseded data were derived.
 AA4756
 AA4756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7569178371(NAD 83)
 AA4756_MARKER: DD = SURVEY DISK
 AA4756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4756_SP_SET: CONCRETE POST
 AA4756_STAMPING: STA. 5262 1994
 AA4756_MARK LOGO: AL-101
 AA4756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4756+STABILITY: SURFACE MOTION
 AA4756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4756+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4756
 AA4756  HISTORY     - Date     Condition        Report By
 AA4756  HISTORY     - 1994     MONUMENTED       CH2M
 AA4756  HISTORY     - 19940226 GOOD             MSI
 AA4756
 AA4756                          STATION DESCRIPTION
 AA4756
 AA4756'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4756'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4756'QUADRANGLE, SECTION 30, T16N, R19E.  THE STATION IS LOCATED ON THE
 AA4756'NORTHEAST CORNER OF BELL ROAD VAUGHN ROAD INTERSECTION IN FRONT OF
 AA4756'COLONIAL BANK. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4756'STA. 5262 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4756'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 52.06 FT
 AA4756'(15.87 M) 184 DEGREES FROM A CONCRETE POWER POLE, 48.65 FT (14.83 M)
 AA4756'37 DEGREES FROM A LIGHT POLE, AND 29.22 FT (8.91 M) 1 DEGREES FROM A
 AA4756'STORM MANHOLE.
 AA4756
 AA4756                          STATION RECOVERY (1994)
 AA4756
 AA4756'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4756'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4757 ***********************************************************************
 AA4757  DESIGNATION -  5263
 AA4757  PID         -  AA4757
 AA4757  STATE/COUNTY-  AL/MONTGOMERY
 AA4757  USGS QUAD   -  BARACHIAS (1987)
 AA4757
 AA4757                         *CURRENT SURVEY CONTROL
 AA4757  ___________________________________________________________________
 AA4757* NAD 83(1992)-  32 20 19.09344(N)    086 10 11.08774(W)     ADJUSTED  
 AA4757* NAVD 88     -        83.030  (meters)     272.41   (feet)  ADJUSTED  
 AA4757  ___________________________________________________________________
 AA4757  X           -     360,330.709 (meters)                     COMP
 AA4757  Y           -  -5,382,062.939 (meters)                     COMP
 AA4757  Z           -   3,392,247.301 (meters)                     COMP
 AA4757  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA4757  ELLIP HEIGHT-          55.10  (meters)          (07/29/02) GPS OBS
 AA4757  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AA4757  DYNAMIC HT  -          82.935 (meters)     272.10  (feet)  COMP
 AA4757  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 AA4757
 AA4757  HORZ ORDER  -  FIRST
 AA4757  VERT ORDER  -  THIRD
 AA4757  ELLP ORDER  -  FOURTH    CLASS I
 AA4757
 AA4757.The horizontal coordinates were established by GPS observations
 AA4757.and adjusted by the National Geodetic Survey in April 1995..
 AA4757
 AA4757.The orthometric height was determined by differential leveling
 AA4757.and adjusted by the National Geodetic Survey in April 1998..
 AA4757
 AA4757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4757
 AA4757.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4757
 AA4757.The ellipsoidal height was determined by GPS observations
 AA4757.and is referenced to NAD 83.
 AA4757
 AA4757.The geoid height was determined by GEOID03.
 AA4757
 AA4757.The dynamic height is computed by dividing the NAVD 88
 AA4757.geopotential number by the normal gravity value computed on the
 AA4757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4757.degrees latitude (g = 980.6199 gals.).
 AA4757
 AA4757.The modeled gravity was interpolated from observed gravity values.
 AA4757
 AA4757;                    North         East     Units Scale Factor Converg.
 AA4757;SPC AL E     -   203,903.671   168,329.833   MT  0.99997236   -0 10 47.8
 AA4757;UTM  16      - 3,578,274.896   578,133.452   MT  0.99967528   +0 26 38.9
 AA4757
 AA4757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4757!SPC AL E     -   0.99999135  x   0.99997236  =   0.99996371
 AA4757!UTM  16      -   0.99999135  x   0.99967528  =   0.99966663
 AA4757
 AA4757                          SUPERSEDED SURVEY CONTROL
 AA4757
 AA4757  ELLIP H (10/22/97)   55.17   (m)                       GP(       ) 4 1
 AA4757  ELLIP H (04/13/95)   26.94   (m)                       GP(       ) 4 1
 AA4757  NGVD 29 (04/13/95)   83.0    (m)          272.     (f) GPS OBS        
 AA4757
 AA4757.Superseded values are not recommended for survey control.
 AA4757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4757.See file dsdata.txt to determine how the superseded data were derived.
 AA4757
 AA4757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7813378275(NAD 83)
 AA4757_MARKER: DD = SURVEY DISK
 AA4757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4757_SP_SET: CONCRETE POST
 AA4757_STAMPING: STA. 5263 1994
 AA4757_MARK LOGO: AL-101
 AA4757_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4757+STABILITY: SURFACE MOTION
 AA4757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4757+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4757
 AA4757  HISTORY     - Date     Condition        Report By
 AA4757  HISTORY     - 1994     MONUMENTED       CH2M
 AA4757  HISTORY     - 19940226 GOOD             MSI
 AA4757
 AA4757                          STATION DESCRIPTION
 AA4757
 AA4757'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4757'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4757'QUADRANGLE, SECTION 28, T16N, R19E.  THE STATION IS LOCATED
 AA4757'APPROXIMATELY 3 MI (4.8 KM) EAST OF THE EASTERN BOULEVARD AT THE
 AA4757'SOUTHEAST CORNER OF THE VAUGHN ROAD STURBRIDGE DRIVE INTERSECTION. THE
 AA4757'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5263 1994, AND
 AA4757'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4757'WITH THE GROUND.  THE DISK IS LOCATED 6.9 FT (2.1 M) 180 DEGREES FROM
 AA4757'THE VAUGHN ROAD BACK OF CURB, 34.66 FT (10.56 M) 339 DEGREES FROM THE
 AA4757'SIXTH BRICK FENCE COLUMN, AND 21.35 FT (6.51 M) 84 DEGREES FROM A FIRE
 AA4757'HYDRANT.
 AA4757
 AA4757                          STATION RECOVERY (1994)
 AA4757
 AA4757'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4757'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4758 ***********************************************************************
 AA4758  DESIGNATION -  5264
 AA4758  PID         -  AA4758
 AA4758  STATE/COUNTY-  AL/MONTGOMERY
 AA4758  USGS QUAD   -  BARACHIAS (1987)
 AA4758
 AA4758                         *CURRENT SURVEY CONTROL
 AA4758  ___________________________________________________________________
 AA4758* NAD 83(1992)-  32 20 20.05106(N)    086 08 38.90754(W)     ADJUSTED  
 AA4758* NAVD 88     -        76.923  (meters)     252.37   (feet)  ADJUSTED  
 AA4758  ___________________________________________________________________
 AA4758  X           -     362,734.519 (meters)                     COMP
 AA4758  Y           -  -5,381,880.457 (meters)                     COMP
 AA4758  Z           -   3,392,268.945 (meters)                     COMP
 AA4758  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 AA4758  ELLIP HEIGHT-          48.97  (meters)          (07/29/02) GPS OBS
 AA4758  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 AA4758  DYNAMIC HT  -          76.835 (meters)     252.08  (feet)  COMP
 AA4758  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 AA4758
 AA4758  HORZ ORDER  -  FIRST
 AA4758  VERT ORDER  -  THIRD
 AA4758  ELLP ORDER  -  FOURTH    CLASS I
 AA4758
 AA4758.The horizontal coordinates were established by GPS observations
 AA4758.and adjusted by the National Geodetic Survey in April 1995..
 AA4758
 AA4758.The orthometric height was determined by differential leveling
 AA4758.and adjusted by the National Geodetic Survey in April 1998..
 AA4758
 AA4758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4758
 AA4758.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4758
 AA4758.The ellipsoidal height was determined by GPS observations
 AA4758.and is referenced to NAD 83.
 AA4758
 AA4758.The geoid height was determined by GEOID03.
 AA4758
 AA4758.The dynamic height is computed by dividing the NAVD 88
 AA4758.geopotential number by the normal gravity value computed on the
 AA4758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4758.degrees latitude (g = 980.6199 gals.).
 AA4758
 AA4758.The modeled gravity was interpolated from observed gravity values.
 AA4758
 AA4758;                    North         East     Units Scale Factor Converg.
 AA4758;SPC AL E     -   203,925.885   170,740.458   MT  0.99997055   -0 09 58.5
 AA4758;UTM  16      - 3,578,323.352   580,542.984   MT  0.99968000   +0 27 28.2
 AA4758
 AA4758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4758!SPC AL E     -   0.99999231  x   0.99997055  =   0.99996286
 AA4758!UTM  16      -   0.99999231  x   0.99968000  =   0.99967231
 AA4758
 AA4758                          SUPERSEDED SURVEY CONTROL
 AA4758
 AA4758  ELLIP H (10/22/97)   49.04   (m)                       GP(       ) 4 1
 AA4758  ELLIP H (04/13/95)   20.81   (m)                       GP(       ) 4 1
 AA4758  NGVD 29 (04/13/95)   76.9    (m)          252.     (f) GPS OBS        
 AA4758
 AA4758.Superseded values are not recommended for survey control.
 AA4758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4758.See file dsdata.txt to determine how the superseded data were derived.
 AA4758
 AA4758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8054378323(NAD 83)
 AA4758_MARKER: DD = SURVEY DISK
 AA4758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4758_SP_SET: CONCRETE POST
 AA4758_STAMPING: STA. 5264 1994
 AA4758_MARK LOGO: AL-101
 AA4758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4758+STABILITY: SURFACE MOTION
 AA4758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4758+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4758
 AA4758  HISTORY     - Date     Condition        Report By
 AA4758  HISTORY     - 1994     MONUMENTED       CH2M
 AA4758  HISTORY     - 19940226 GOOD             MSI
 AA4758
 AA4758                          STATION DESCRIPTION
 AA4758
 AA4758'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4758'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4758'QUADRANGLE, SECTION 27, T16N, R19E.  THE STATION IS LOCATED ON THE
 AA4758'SOUTH SIDE OF THE VAUGHN ROAD MOSSEY OAK DRIVE INTERSECTION. THE
 AA4758'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5264 1994, AND
 AA4758'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4758'WITH THE GROUND.  THE DISK IS LOCATED 44.15 FT (13.46 M) 177 DEGREES
 AA4758'FROM THE CENTERLINE OF VAUGHN ROAD, 82.75 FT (25.22 M) 78 DEGREES FROM
 AA4758'A POWER POLE, AND 78.36 FT (23.88 M) 276 DEGREES FROM A FIRE HYDRANT.
 AA4758
 AA4758                          STATION RECOVERY (1994)
 AA4758
 AA4758'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4758'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4759 ***********************************************************************
 AA4759  DESIGNATION -  5265
 AA4759  PID         -  AA4759
 AA4759  STATE/COUNTY-  AL/MONTGOMERY
 AA4759  USGS QUAD   -  BARACHIAS (1987)
 AA4759
 AA4759                         *CURRENT SURVEY CONTROL
 AA4759  ___________________________________________________________________
 AA4759* NAD 83(1992)-  32 19 44.04735(N)    086 14 30.92261(W)     ADJUSTED  
 AA4759* NAVD 88     -        64.811  (meters)     212.63   (feet)  ADJUSTED  
 AA4759  ___________________________________________________________________
 AA4759  X           -     353,587.397 (meters)                     COMP
 AA4759  Y           -  -5,383,073.411 (meters)                     COMP
 AA4759  Z           -   3,391,325.415 (meters)                     COMP
 AA4759  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AA4759  ELLIP HEIGHT-          36.92  (meters)          (07/29/02) GPS OBS
 AA4759  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA4759  DYNAMIC HT  -          64.737 (meters)     212.39  (feet)  COMP
 AA4759  MODELED GRAV-     979,493.8   (mgal)                       NAVD 88
 AA4759
 AA4759  HORZ ORDER  -  FIRST
 AA4759  VERT ORDER  -  THIRD
 AA4759  ELLP ORDER  -  FOURTH    CLASS I
 AA4759
 AA4759.The horizontal coordinates were established by GPS observations
 AA4759.and adjusted by the National Geodetic Survey in April 1995..
 AA4759
 AA4759.The orthometric height was determined by differential leveling
 AA4759.and adjusted by the National Geodetic Survey in April 1998..
 AA4759
 AA4759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4759
 AA4759.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4759
 AA4759.The ellipsoidal height was determined by GPS observations
 AA4759.and is referenced to NAD 83.
 AA4759
 AA4759.The geoid height was determined by GEOID03.
 AA4759
 AA4759.The dynamic height is computed by dividing the NAVD 88
 AA4759.geopotential number by the normal gravity value computed on the
 AA4759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4759.degrees latitude (g = 980.6199 gals.).
 AA4759
 AA4759.The modeled gravity was interpolated from observed gravity values.
 AA4759
 AA4759;                    North         East     Units Scale Factor Converg.
 AA4759;SPC AL E     -   202,847.791   161,530.940   MT  0.99997824   -0 13 06.6
 AA4759;UTM  16      - 3,577,145.378   571,348.541   MT  0.99966277   +0 24 19.5
 AA4759
 AA4759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4759!SPC AL E     -   0.99999420  x   0.99997824  =   0.99997244
 AA4759!UTM  16      -   0.99999420  x   0.99966277  =   0.99965698
 AA4759
 AA4759                          SUPERSEDED SURVEY CONTROL
 AA4759
 AA4759  ELLIP H (10/22/97)   36.98   (m)                       GP(       ) 4 1
 AA4759  ELLIP H (04/13/95)    8.78   (m)                       GP(       ) 4 1
 AA4759  NGVD 29 (04/13/95)   64.8    (m)          213.     (f) GPS OBS        
 AA4759
 AA4759.Superseded values are not recommended for survey control.
 AA4759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4759.See file dsdata.txt to determine how the superseded data were derived.
 AA4759
 AA4759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7134977145(NAD 83)
 AA4759_MARKER: DD = SURVEY DISK
 AA4759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4759_SP_SET: CONCRETE POST
 AA4759_STAMPING: STA. 5265 1994
 AA4759_MARK LOGO: AL-101
 AA4759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4759+STABILITY: SURFACE MOTION
 AA4759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4759+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4759
 AA4759  HISTORY     - Date     Condition        Report By
 AA4759  HISTORY     - 1994     MONUMENTED       CH2M
 AA4759  HISTORY     - 19940226 GOOD             MSI
 AA4759
 AA4759                          STATION DESCRIPTION
 AA4759
 AA4759'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4759'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4759'QUADRANGLE, SECTION 34, T16N, R18E.  THE STATION IS LOCATED
 AA4759'APPROXIMATELY 0.1 MI (0.2 KM) NORTH OF THE SOUTHERN BOULEVARD ON THE
 AA4759'EAST SIDE OF DEBBY DRIVE, 150 FT (45.7 M) EAST OF MCGEHEE ROAD. THE
 AA4759'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5265 1994, AND
 AA4759'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4759'WITH THE GROUND.  THE DISK IS LOCATED 11.1 FT (3.4 M) 104 DEGREES FROM
 AA4759'A POWER POLE, 42.43 FT (12.93 M) 336 DEGREES FROM A POWER POLE, AND
 AA4759'5.63 FT (1.72 M) 229 DEGREES FROM A MANHOLE.
 AA4759
 AA4759                          STATION RECOVERY (1994)
 AA4759
 AA4759'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4759'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4760 ***********************************************************************
 AA4760  DESIGNATION -  5267
 AA4760  PID         -  AA4760
 AA4760  STATE/COUNTY-  AL/MONTGOMERY
 AA4760  USGS QUAD   -  BARACHIAS (1987)
 AA4760
 AA4760                         *CURRENT SURVEY CONTROL
 AA4760  ___________________________________________________________________
 AA4760* NAD 83(1992)-  32 19 46.52779(N)    086 11 44.92859(W)     ADJUSTED  
 AA4760* NAVD 88     -        74.918  (meters)     245.79   (feet)  ADJUSTED  
 AA4760  ___________________________________________________________________
 AA4760  X           -     357,917.229 (meters)                     COMP
 AA4760  Y           -  -5,382,754.867 (meters)                     COMP
 AA4760  Z           -   3,391,395.384 (meters)                     COMP
 AA4760  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AA4760  ELLIP HEIGHT-          47.03  (meters)          (07/29/02) GPS OBS
 AA4760  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AA4760  DYNAMIC HT  -          74.832 (meters)     245.51  (feet)  COMP
 AA4760  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 AA4760
 AA4760  HORZ ORDER  -  FIRST
 AA4760  VERT ORDER  -  THIRD
 AA4760  ELLP ORDER  -  FOURTH    CLASS I
 AA4760
 AA4760.The horizontal coordinates were established by GPS observations
 AA4760.and adjusted by the National Geodetic Survey in April 1995..
 AA4760
 AA4760.The orthometric height was determined by differential leveling
 AA4760.and adjusted by the National Geodetic Survey in April 1998..
 AA4760
 AA4760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4760
 AA4760.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4760
 AA4760.The ellipsoidal height was determined by GPS observations
 AA4760.and is referenced to NAD 83.
 AA4760
 AA4760.The geoid height was determined by GEOID03.
 AA4760
 AA4760.The dynamic height is computed by dividing the NAVD 88
 AA4760.geopotential number by the normal gravity value computed on the
 AA4760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4760.degrees latitude (g = 980.6199 gals.).
 AA4760
 AA4760.The modeled gravity was interpolated from observed gravity values.
 AA4760
 AA4760;                    North         East     Units Scale Factor Converg.
 AA4760;SPC AL E     -   202,908.572   165,872.469   MT  0.99997436   -0 11 37.9
 AA4760;UTM  16      - 3,577,253.399   575,687.807   MT  0.99967064   +0 25 48.3
 AA4760
 AA4760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4760!SPC AL E     -   0.99999262  x   0.99997436  =   0.99996698
 AA4760!UTM  16      -   0.99999262  x   0.99967064  =   0.99966326
 AA4760
 AA4760                          SUPERSEDED SURVEY CONTROL
 AA4760
 AA4760  ELLIP H (10/22/97)   47.10   (m)                       GP(       ) 4 1
 AA4760  ELLIP H (04/13/95)   18.92   (m)                       GP(       ) 4 1
 AA4760  NGVD 29 (04/13/95)   74.9    (m)          246.     (f) GPS OBS        
 AA4760
 AA4760.Superseded values are not recommended for survey control.
 AA4760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4760.See file dsdata.txt to determine how the superseded data were derived.
 AA4760
 AA4760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7568877253(NAD 83)
 AA4760_MARKER: DD = SURVEY DISK
 AA4760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4760_SP_SET: CONCRETE POST
 AA4760_STAMPING: STA. 5267 1994
 AA4760_MARK LOGO: AL-101
 AA4760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4760+STABILITY: SURFACE MOTION
 AA4760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4760+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4760
 AA4760  HISTORY     - Date     Condition        Report By
 AA4760  HISTORY     - 1994     MONUMENTED       CH2M
 AA4760  HISTORY     - 19940226 GOOD             MSI
 AA4760
 AA4760                          STATION DESCRIPTION
 AA4760
 AA4760'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4760'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4760'QUADRANGLE, SECTION 31, T16N, R19E.  THE STATION IS LOCATED
 AA4760'APPROXIMATELY 0.65 MI (1.05 KM) SOUTH OF VAUGHN ROAD ON THE WEST SIDE
 AA4760'OF BELL ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4760'STA. 5267 1994 SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT
 AA4760'MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 59.77 FT (18.22 M)
 AA4760'264 DEGREES FROM A POWER POLE, 59.66 FT (18.18 M) 292 DEGREES FROM A
 AA4760'STORM MANHOLE, AND 19.71 FT (6.01 M) 82 DEGREES FROM A BARBED WIRE
 AA4760'FENCE LINE.
 AA4760
 AA4760                          STATION RECOVERY (1994)
 AA4760
 AA4760'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4760'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4761 ***********************************************************************
 AA4761  DESIGNATION -  5268
 AA4761  PID         -  AA4761
 AA4761  STATE/COUNTY-  AL/MONTGOMERY
 AA4761  USGS QUAD   -  BARACHIAS (1987)
 AA4761
 AA4761                         *CURRENT SURVEY CONTROL
 AA4761  ___________________________________________________________________
 AA4761* NAD 83(1992)-  32 19 07.78320(N)    086 14 19.46806(W)     ADJUSTED  
 AA4761* NAVD 88     -        72.013  (meters)     236.26   (feet)  ADJUSTED  
 AA4761  ___________________________________________________________________
 AA4761  X           -     353,925.919 (meters)                     COMP
 AA4761  Y           -  -5,383,655.878 (meters)                     COMP
 AA4761  Z           -   3,390,385.314 (meters)                     COMP
 AA4761  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA4761  ELLIP HEIGHT-          44.15  (meters)          (07/29/02) GPS OBS
 AA4761  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AA4761  DYNAMIC HT  -          71.930 (meters)     235.99  (feet)  COMP
 AA4761  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 AA4761
 AA4761  HORZ ORDER  -  FIRST
 AA4761  VERT ORDER  -  THIRD
 AA4761  ELLP ORDER  -  FOURTH    CLASS I
 AA4761
 AA4761.The horizontal coordinates were established by GPS observations
 AA4761.and adjusted by the National Geodetic Survey in April 1995..
 AA4761
 AA4761.The orthometric height was determined by differential leveling
 AA4761.and adjusted by the National Geodetic Survey in April 1998..
 AA4761
 AA4761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4761
 AA4761.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4761
 AA4761.The ellipsoidal height was determined by GPS observations
 AA4761.and is referenced to NAD 83.
 AA4761
 AA4761.The geoid height was determined by GEOID03.
 AA4761
 AA4761.The dynamic height is computed by dividing the NAVD 88
 AA4761.geopotential number by the normal gravity value computed on the
 AA4761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4761.degrees latitude (g = 980.6199 gals.).
 AA4761
 AA4761.The modeled gravity was interpolated from observed gravity values.
 AA4761
 AA4761;                    North         East     Units Scale Factor Converg.
 AA4761;SPC AL E     -   201,729.623   161,826.287   MT  0.99997796   -0 13 00.3
 AA4761;UTM  16      - 3,576,030.844   571,655.948   MT  0.99966332   +0 24 25.2
 AA4761
 AA4761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4761!SPC AL E     -   0.99999307  x   0.99997796  =   0.99997103
 AA4761!UTM  16      -   0.99999307  x   0.99966332  =   0.99965639
 AA4761
 AA4761                          SUPERSEDED SURVEY CONTROL
 AA4761
 AA4761  ELLIP H (10/22/97)   44.22   (m)                       GP(       ) 4 1
 AA4761  ELLIP H (04/13/95)   16.07   (m)                       GP(       ) 4 1
 AA4761  NGVD 29 (04/13/95)   72.0    (m)          236.     (f) GPS OBS        
 AA4761
 AA4761.Superseded values are not recommended for survey control.
 AA4761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4761.See file dsdata.txt to determine how the superseded data were derived.
 AA4761
 AA4761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7165676031(NAD 83)
 AA4761_MARKER: DD = SURVEY DISK
 AA4761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4761_SP_SET: CONCRETE POST
 AA4761_STAMPING: STA. 5268 1994
 AA4761_MARK LOGO: AL-101
 AA4761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4761+STABILITY: SURFACE MOTION
 AA4761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4761+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4761
 AA4761  HISTORY     - Date     Condition        Report By
 AA4761  HISTORY     - 1994     MONUMENTED       CH2M
 AA4761  HISTORY     - 19940226 GOOD             MSI
 AA4761
 AA4761                          STATION DESCRIPTION
 AA4761
 AA4761'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4761'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4761'QUADRANGLE, SECTION 34 T16N, R18E.  THE STATION IS LOCATED ON THE EAST
 AA4761'SIDE OF VIRGINIA LOOP ROAD APPROXIMATELY 0.2 MI (0.3 KM) WEST OF
 AA4761'HIGHWAY 231, IN FRONT OF GREENBRIAR APARTMENTS. THE STATION IS A
 AA4761'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5268 1994 SET IN THE TOP OF
 AA4761'A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.
 AA4761'THE DISK IS LOCATED 77.89 FT (23.74 M) 197 DEGREES FROM A POWER POLE,
 AA4761'68.9 FT (21.0 M) 194 DEGREES FROM A FIRE HYDRANT, AND 17.99 FT (5.48
 AA4761'M) 100 DEGREES FROM THE CENTERLINE OF VIRGINIA LOOP ROAD.
 AA4761
 AA4761                          STATION RECOVERY (1994)
 AA4761
 AA4761'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4761'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4762 ***********************************************************************
 AA4762  DESIGNATION -  5269
 AA4762  PID         -  AA4762
 AA4762  STATE/COUNTY-  AL/MONTGOMERY
 AA4762  USGS QUAD   -  BARACHIAS (1987)
 AA4762
 AA4762                         *CURRENT SURVEY CONTROL
 AA4762  ___________________________________________________________________
 AA4762* NAD 83(1992)-  32 19 08.13685(N)    086 13 08.87875(W)     ADJUSTED  
 AA4762* NAVD 88     -        72.571  (meters)     238.09   (feet)  ADJUSTED  
 AA4762  ___________________________________________________________________
 AA4762  X           -     355,767.976 (meters)                     COMP
 AA4762  Y           -  -5,383,529.092 (meters)                     COMP
 AA4762  Z           -   3,390,394.814 (meters)                     COMP
 AA4762  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AA4762  ELLIP HEIGHT-          44.70  (meters)          (07/29/02) GPS OBS
 AA4762  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA4762  DYNAMIC HT  -          72.487 (meters)     237.82  (feet)  COMP
 AA4762  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 AA4762
 AA4762  HORZ ORDER  -  FIRST
 AA4762  VERT ORDER  -  THIRD
 AA4762  ELLP ORDER  -  FOURTH    CLASS I
 AA4762
 AA4762.The horizontal coordinates were established by GPS observations
 AA4762.and adjusted by the National Geodetic Survey in April 1995..
 AA4762
 AA4762.The orthometric height was determined by differential leveling
 AA4762.and adjusted by the National Geodetic Survey in April 1998..
 AA4762
 AA4762.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4762
 AA4762.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4762
 AA4762.The ellipsoidal height was determined by GPS observations
 AA4762.and is referenced to NAD 83.
 AA4762
 AA4762.The geoid height was determined by GEOID03.
 AA4762
 AA4762.The dynamic height is computed by dividing the NAVD 88
 AA4762.geopotential number by the normal gravity value computed on the
 AA4762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4762.degrees latitude (g = 980.6199 gals.).
 AA4762
 AA4762.The modeled gravity was interpolated from observed gravity values.
 AA4762
 AA4762;                    North         East     Units Scale Factor Converg.
 AA4762;SPC AL E     -   201,733.701   163,672.666   MT  0.99997627   -0 12 22.5
 AA4762;UTM  16      - 3,576,055.014   573,501.597   MT  0.99966662   +0 25 03.0
 AA4762
 AA4762!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4762!SPC AL E     -   0.99999298  x   0.99997627  =   0.99996925
 AA4762!UTM  16      -   0.99999298  x   0.99966662  =   0.99965960
 AA4762
 AA4762                          SUPERSEDED SURVEY CONTROL
 AA4762
 AA4762  ELLIP H (10/22/97)   44.77   (m)                       GP(       ) 4 1
 AA4762  ELLIP H (04/13/95)   16.61   (m)                       GP(       ) 4 1
 AA4762  NGVD 29 (04/13/95)   72.6    (m)          238.     (f) GPS OBS        
 AA4762
 AA4762.Superseded values are not recommended for survey control.
 AA4762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4762.See file dsdata.txt to determine how the superseded data were derived.
 AA4762
 AA4762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7350276055(NAD 83)
 AA4762_MARKER: DD = SURVEY DISK
 AA4762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4762_SP_SET: CONCRETE POST
 AA4762_STAMPING: STA. 5269 1994
 AA4762_MARK LOGO: AL-101
 AA4762_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4762+STABILITY: SURFACE MOTION
 AA4762_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4762+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4762
 AA4762  HISTORY     - Date     Condition        Report By
 AA4762  HISTORY     - 1994     MONUMENTED       CH2M
 AA4762  HISTORY     - 19940226 GOOD             MSI
 AA4762
 AA4762                          STATION DESCRIPTION
 AA4762
 AA4762'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4762'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4762'QUADRANGLE, SECTION 36, T16N, R18E.  THE STATION IS LOCATED
 AA4762'APPROXIMATELY 1500 FT (457.2 M) NORTH OF BELL ROAD BREWBAKER DRIVE ON
 AA4762'THE MEDIAN ISLAND. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4762'STAMPED STA. 5269 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER
 AA4762'CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED
 AA4762'109.82 FT (33.47 M) 155 DEGREES FROM THE BREWBAKER JR. HIGH SCHOOL
 AA4762'SIGN, 111.8 FT (34.1 M) 257 DEGREES FROM A LIGHT POLE, AND 9.4 FT (2.9
 AA4762'M) 320 DEGREES FROM THE BACK OF THE CURB ISLAND.
 AA4762
 AA4762                          STATION RECOVERY (1994)
 AA4762
 AA4762'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4762'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4763 ***********************************************************************
 AA4763  DESIGNATION -  5270
 AA4763  PID         -  AA4763
 AA4763  STATE/COUNTY-  AL/MONTGOMERY
 AA4763  USGS QUAD   -  BARACHIAS (1987)
 AA4763
 AA4763                         *CURRENT SURVEY CONTROL
 AA4763  ___________________________________________________________________
 AA4763* NAD 83(1992)-  32 19 11.09635(N)    086 11 41.08189(W)     ADJUSTED  
 AA4763* NAVD 88     -        69.723  (meters)     228.75   (feet)  ADJUSTED  
 AA4763  ___________________________________________________________________
 AA4763  X           -     358,056.054 (meters)                     COMP
 AA4763  Y           -  -5,383,326.136 (meters)                     COMP
 AA4763  Z           -   3,390,470.331 (meters)                     COMP
 AA4763  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA4763  ELLIP HEIGHT-          41.85  (meters)          (07/29/02) GPS OBS
 AA4763  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA4763  DYNAMIC HT  -          69.643 (meters)     228.49  (feet)  COMP
 AA4763  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 AA4763
 AA4763  HORZ ORDER  -  FIRST
 AA4763  VERT ORDER  -  THIRD
 AA4763  ELLP ORDER  -  FOURTH    CLASS I
 AA4763
 AA4763.The horizontal coordinates were established by GPS observations
 AA4763.and adjusted by the National Geodetic Survey in April 1995..
 AA4763
 AA4763.The orthometric height was determined by differential leveling
 AA4763.and adjusted by the National Geodetic Survey in April 1998..
 AA4763
 AA4763.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4763
 AA4763.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4763
 AA4763.The ellipsoidal height was determined by GPS observations
 AA4763.and is referenced to NAD 83.
 AA4763
 AA4763.The geoid height was determined by GEOID03.
 AA4763
 AA4763.The dynamic height is computed by dividing the NAVD 88
 AA4763.geopotential number by the normal gravity value computed on the
 AA4763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4763.degrees latitude (g = 980.6199 gals.).
 AA4763
 AA4763.The modeled gravity was interpolated from observed gravity values.
 AA4763
 AA4763;                    North         East     Units Scale Factor Converg.
 AA4763;SPC AL E     -   201,816.855   165,969.391   MT  0.99997428   -0 11 35.6
 AA4763;UTM  16      - 3,576,163.133   575,796.576   MT  0.99967085   +0 25 50.0
 AA4763
 AA4763!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4763!SPC AL E     -   0.99999343  x   0.99997428  =   0.99996771
 AA4763!UTM  16      -   0.99999343  x   0.99967085  =   0.99966428
 AA4763
 AA4763                          SUPERSEDED SURVEY CONTROL
 AA4763
 AA4763  ELLIP H (10/22/97)   41.92   (m)                       GP(       ) 4 1
 AA4763  ELLIP H (04/13/95)   13.76   (m)                       GP(       ) 4 1
 AA4763  NGVD 29 (04/13/95)   69.7    (m)          229.     (f) GPS OBS        
 AA4763
 AA4763.Superseded values are not recommended for survey control.
 AA4763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4763.See file dsdata.txt to determine how the superseded data were derived.
 AA4763
 AA4763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7579776163(NAD 83)
 AA4763_MARKER: DD = SURVEY DISK
 AA4763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4763_SP_SET: CONCRETE POST
 AA4763_STAMPING: STA. 5270 1994
 AA4763_MARK LOGO: AL-101
 AA4763_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4763+STABILITY: SURFACE MOTION
 AA4763_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4763+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4763
 AA4763  HISTORY     - Date     Condition        Report By
 AA4763  HISTORY     - 1994     MONUMENTED       CH2M
 AA4763  HISTORY     - 19940226 GOOD             MSI
 AA4763
 AA4763                          STATION DESCRIPTION
 AA4763
 AA4763'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4763'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4763'QUADRANGLE, SECTION 31, T16N, R19E.  THE STATION IS LOCATED
 AA4763'APPROXIMATELY 0.25 MI (0.40 KM) SOUTHEAST OF BELL ROAD AT THE
 AA4763'NORTHWEST CORNER OF THE CHAPARRAL DRIVE REMINGTON ROAD INTERSECTION.
 AA4763'THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5270 1994,
 AA4763'AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED
 AA4763'FLUSH WITH THE GROUND.  THE DISK IS LOCATED 20.65 FT (6.29 M) 232
 AA4763'DEGREES FROM THE CENTERLINE OF CHAPARRAL DRIVE, 23.48 FT (7.16 M) 326
 AA4763'DEGREES FROM A FIRE HYDRANT, AND 89.03 FT (27.14 M) 302 DEGREES FROM A
 AA4763'POWER POLE.
 AA4763
 AA4763                          STATION RECOVERY (1994)
 AA4763
 AA4763'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4763'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4764 ***********************************************************************
 AA4764  DESIGNATION -  5271
 AA4764  PID         -  AA4764
 AA4764  STATE/COUNTY-  AL/MONTGOMERY
 AA4764  USGS QUAD   -  BARACHIAS (1987)
 AA4764
 AA4764                         *CURRENT SURVEY CONTROL
 AA4764  ___________________________________________________________________
 AA4764* NAD 83(1992)-  32 18 35.00159(N)    086 14 20.53569(W)     ADJUSTED  
 AA4764* NAVD 88     -        64.849  (meters)     212.76   (feet)  ADJUSTED  
 AA4764  ___________________________________________________________________
 AA4764  X           -     353,933.066 (meters)                     COMP
 AA4764  Y           -  -5,384,190.332 (meters)                     COMP
 AA4764  Z           -   3,389,528.098 (meters)                     COMP
 AA4764  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 AA4764  ELLIP HEIGHT-          37.02  (meters)          (07/29/02) GPS OBS
 AA4764  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AA4764  DYNAMIC HT  -          64.775 (meters)     212.52  (feet)  COMP
 AA4764  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 AA4764
 AA4764  HORZ ORDER  -  FIRST
 AA4764  VERT ORDER  -  THIRD
 AA4764  ELLP ORDER  -  FOURTH    CLASS I
 AA4764
 AA4764.The horizontal coordinates were established by GPS observations
 AA4764.and adjusted by the National Geodetic Survey in April 1995..
 AA4764
 AA4764.The orthometric height was determined by differential leveling
 AA4764.and adjusted by the National Geodetic Survey in April 1998..
 AA4764
 AA4764.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4764
 AA4764.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4764
 AA4764.The ellipsoidal height was determined by GPS observations
 AA4764.and is referenced to NAD 83.
 AA4764
 AA4764.The geoid height was determined by GEOID03.
 AA4764
 AA4764.The dynamic height is computed by dividing the NAVD 88
 AA4764.geopotential number by the normal gravity value computed on the
 AA4764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4764.degrees latitude (g = 980.6199 gals.).
 AA4764
 AA4764.The modeled gravity was interpolated from observed gravity values.
 AA4764
 AA4764;                    North         East     Units Scale Factor Converg.
 AA4764;SPC AL E     -   200,719.973   161,794.540   MT  0.99997799   -0 13 00.7
 AA4764;UTM  16      - 3,575,021.225   571,635.199   MT  0.99966328   +0 24 24.3
 AA4764
 AA4764!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4764!SPC AL E     -   0.99999419  x   0.99997799  =   0.99997218
 AA4764!UTM  16      -   0.99999419  x   0.99966328  =   0.99965747
 AA4764
 AA4764                          SUPERSEDED SURVEY CONTROL
 AA4764
 AA4764  ELLIP H (10/22/97)   37.09   (m)                       GP(       ) 4 1
 AA4764  ELLIP H (04/13/95)    8.95   (m)                       GP(       ) 4 1
 AA4764  NGVD 29 (04/13/95)   64.8    (m)          213.     (f) GPS OBS        
 AA4764
 AA4764.Superseded values are not recommended for survey control.
 AA4764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4764.See file dsdata.txt to determine how the superseded data were derived.
 AA4764
 AA4764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7163575021(NAD 83)
 AA4764_MARKER: DD = SURVEY DISK
 AA4764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4764_SP_SET: CONCRETE POST
 AA4764_STAMPING: STA. 5271 1994
 AA4764_MARK LOGO: AL-101
 AA4764_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4764+STABILITY: SURFACE MOTION
 AA4764_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4764+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4764
 AA4764  HISTORY     - Date     Condition        Report By
 AA4764  HISTORY     - 1994     MONUMENTED       CH2M
 AA4764  HISTORY     - 19940226 GOOD             MSI
 AA4764
 AA4764                          STATION DESCRIPTION
 AA4764
 AA4764'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4764'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4764'QUADRANGLE, SECTION 3, T15N, R18E.  THE STATION IS LOCATED ON THE EAST
 AA4764'SIDE OF VIRGINIA LOOP ROAD APPROXIMATELY 1.0 MI (1.6 KM) SOUTH OF TROY
 AA4764'HIGHWAY (231). THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED
 AA4764'STA. 5271 1994, AND SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE
 AA4764'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 24.96 FT
 AA4764'(7.61 M) 90 DEGREES FROM THE CENTERLINE OF VIRGINIA LOOP ROAD, 21.36
 AA4764'FT (6.51 M) 210 DEGREES FROM A POWER POLE, AND 46.55 FT (14.19 M) 111
 AA4764'DEGREES FROM A POWER POLE.
 AA4764
 AA4764                          STATION RECOVERY (1994)
 AA4764
 AA4764'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4764'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4765 ***********************************************************************
 AA4765  DESIGNATION -  5272
 AA4765  PID         -  AA4765
 AA4765  STATE/COUNTY-  AL/MONTGOMERY
 AA4765  USGS QUAD   -  BARACHIAS (1987)
 AA4765
 AA4765                         *CURRENT SURVEY CONTROL
 AA4765  ___________________________________________________________________
 AA4765* NAD 83(1992)-  32 18 31.93498(N)    086 13 05.72556(W)     ADJUSTED  
 AA4765* NAVD 88     -        69.753  (meters)     228.85   (feet)  ADJUSTED  
 AA4765  ___________________________________________________________________
 AA4765  X           -     355,889.436 (meters)                     COMP
 AA4765  Y           -  -5,384,116.122 (meters)                     COMP
 AA4765  Z           -   3,389,450.879 (meters)                     COMP
 AA4765  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AA4765  ELLIP HEIGHT-          41.92  (meters)          (07/29/02) GPS OBS
 AA4765  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 AA4765  DYNAMIC HT  -          69.673 (meters)     228.59  (feet)  COMP
 AA4765  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 AA4765
 AA4765  HORZ ORDER  -  FIRST
 AA4765  VERT ORDER  -  THIRD
 AA4765  ELLP ORDER  -  FOURTH    CLASS I
 AA4765
 AA4765.The horizontal coordinates were established by GPS observations
 AA4765.and adjusted by the National Geodetic Survey in April 1995..
 AA4765
 AA4765.The orthometric height was determined by differential leveling
 AA4765.and adjusted by the National Geodetic Survey in April 1998..
 AA4765
 AA4765.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4765
 AA4765.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4765
 AA4765.The ellipsoidal height was determined by GPS observations
 AA4765.and is referenced to NAD 83.
 AA4765
 AA4765.The geoid height was determined by GEOID03.
 AA4765
 AA4765.The dynamic height is computed by dividing the NAVD 88
 AA4765.geopotential number by the normal gravity value computed on the
 AA4765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4765.degrees latitude (g = 980.6199 gals.).
 AA4765
 AA4765.The modeled gravity was interpolated from observed gravity values.
 AA4765
 AA4765;                    North         East     Units Scale Factor Converg.
 AA4765;SPC AL E     -   200,618.297   163,751.137   MT  0.99997620   -0 12 20.7
 AA4765;UTM  16      - 3,574,940.875   573,592.175   MT  0.99966678   +0 25 04.3
 AA4765
 AA4765!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4765!SPC AL E     -   0.99999342  x   0.99997620  =   0.99996962
 AA4765!UTM  16      -   0.99999342  x   0.99966678  =   0.99966020
 AA4765
 AA4765                          SUPERSEDED SURVEY CONTROL
 AA4765
 AA4765  ELLIP H (10/22/97)   41.99   (m)                       GP(       ) 4 1
 AA4765  ELLIP H (04/13/95)   13.85   (m)                       GP(       ) 4 1
 AA4765  NGVD 29 (04/13/95)   69.8    (m)          229.     (f) GPS OBS        
 AA4765
 AA4765.Superseded values are not recommended for survey control.
 AA4765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4765.See file dsdata.txt to determine how the superseded data were derived.
 AA4765
 AA4765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7359274941(NAD 83)
 AA4765_MARKER: DD = SURVEY DISK
 AA4765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4765_SP_SET: CONCRETE POST
 AA4765_STAMPING: STA. 5272 1994
 AA4765_MARK LOGO: AL-101
 AA4765_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4765+STABILITY: SURFACE MOTION
 AA4765_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4765+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4765
 AA4765  HISTORY     - Date     Condition        Report By
 AA4765  HISTORY     - 1994     MONUMENTED       CH2M
 AA4765  HISTORY     - 19940226 GOOD             MSI
 AA4765
 AA4765                          STATION DESCRIPTION
 AA4765
 AA4765'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4765'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4765'QUADRANGLE, SECTION 1, T15N, R18E.  THE STATION IS LOCATED ON HIGHWAY
 AA4765'231 IN THE GRASS MEDIAN IN FRONT OF WOODLAND HILLS TRAILER PARK. THE
 AA4765'STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5272 1994, AND
 AA4765'SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH
 AA4765'WITH THE GROUND.  THE DISK IS LOCATED 28.15 FT (8.58 M) 36 DEGREES
 AA4765'FROM THE CENTERLINE OF 231 SOUTHBOUND LANES, 86.4 FT (26.3 M) 27
 AA4765'DEGREES FROM A POWER POLE, AND 68.18 FT (20.78 M) 129 DEGREES FROM THE
 AA4765'TOP OF A HEADWALL.
 AA4765
 AA4765                          STATION RECOVERY (1994)
 AA4765
 AA4765'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4765'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4766 ***********************************************************************
 AA4766  DESIGNATION -  5276
 AA4766  PID         -  AA4766
 AA4766  STATE/COUNTY-  AL/MONTGOMERY
 AA4766  USGS QUAD   -  BARACHIAS (1987)
 AA4766
 AA4766                         *CURRENT SURVEY CONTROL
 AA4766  ___________________________________________________________________
 AA4766* NAD 83(1992)-  32 17 59.41629(N)    086 12 08.91897(W)     ADJUSTED  
 AA4766* NAVD 88     -        64.735  (meters)     212.38   (feet)  ADJUSTED  
 AA4766  ___________________________________________________________________
 AA4766  X           -     357,407.415 (meters)                     COMP
 AA4766  Y           -  -5,384,547.823 (meters)                     COMP
 AA4766  Z           -   3,388,601.551 (meters)                     COMP
 AA4766  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA4766  ELLIP HEIGHT-          36.91  (meters)          (07/29/02) GPS OBS
 AA4766  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AA4766  DYNAMIC HT  -          64.660 (meters)     212.14  (feet)  COMP
 AA4766  MODELED GRAV-     979,491.5   (mgal)                       NAVD 88
 AA4766
 AA4766  HORZ ORDER  -  FIRST
 AA4766  VERT ORDER  -  THIRD
 AA4766  ELLP ORDER  -  FOURTH    CLASS I
 AA4766
 AA4766.The horizontal coordinates were established by GPS observations
 AA4766.and adjusted by the National Geodetic Survey in April 1995..
 AA4766
 AA4766.The orthometric height was determined by differential leveling
 AA4766.and adjusted by the National Geodetic Survey in April 1998..
 AA4766
 AA4766.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4766
 AA4766.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4766
 AA4766.The ellipsoidal height was determined by GPS observations
 AA4766.and is referenced to NAD 83.
 AA4766
 AA4766.The geoid height was determined by GEOID03.
 AA4766
 AA4766.The dynamic height is computed by dividing the NAVD 88
 AA4766.geopotential number by the normal gravity value computed on the
 AA4766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4766.degrees latitude (g = 980.6199 gals.).
 AA4766
 AA4766.The modeled gravity was interpolated from observed gravity values.
 AA4766
 AA4766;                    North         East     Units Scale Factor Converg.
 AA4766;SPC AL E     -   199,611.416   165,233.687   MT  0.99997490   -0 11 50.1
 AA4766;UTM  16      - 3,573,950.491   575,085.136   MT  0.99966952   +0 25 34.2
 AA4766
 AA4766!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4766!SPC AL E     -   0.99999420  x   0.99997490  =   0.99996910
 AA4766!UTM  16      -   0.99999420  x   0.99966952  =   0.99966373
 AA4766
 AA4766                          SUPERSEDED SURVEY CONTROL
 AA4766
 AA4766  ELLIP H (10/22/97)   36.99   (m)                       GP(       ) 4 1
 AA4766  ELLIP H (04/13/95)    8.86   (m)                       GP(       ) 4 1
 AA4766  NGVD 29 (04/13/95)   64.7    (m)          212.     (f) GPS OBS        
 AA4766
 AA4766.Superseded values are not recommended for survey control.
 AA4766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4766.See file dsdata.txt to determine how the superseded data were derived.
 AA4766
 AA4766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7508573950(NAD 83)
 AA4766_MARKER: DD = SURVEY DISK
 AA4766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4766_SP_SET: CONCRETE POST
 AA4766_STAMPING: STA. 5276 1994
 AA4766_MARK LOGO: AL-101
 AA4766_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4766+STABILITY: SURFACE MOTION
 AA4766_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4766+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4766
 AA4766  HISTORY     - Date     Condition        Report By
 AA4766  HISTORY     - 1994     MONUMENTED       CH2M
 AA4766  HISTORY     - 19940226 GOOD             MSI
 AA4766
 AA4766                          STATION DESCRIPTION
 AA4766
 AA4766'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4766'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4766'QUADRANGLE, SECTION 7, T15N, R19E.  THE STATION IS LOCATED ON THE WEST
 AA4766'SIDE OF HIGHWAY 231, APPROXIMATELY 0.4 MI (0.6 KM) NORTH OF TAYLOR
 AA4766'ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5276
 AA4766'1994 SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED
 AA4766'FLUSH WITH THE GROUND.  THE DISK IS LOCATED 33.05 FT (10.07 M) 223
 AA4766'DEGREES FROM THE CENTERLINE OF THE SOUTHBOUND LANES OF HIGHWAY 231,
 AA4766'121.28 FT (36.97 M) 323 DEGREES FROM A PHONE BOX AT A FENCE LINE, AND
 AA4766'69.52 FT (21.19 M) 109 DEGREES FROM A POWER POLE.
 AA4766
 AA4766                          STATION RECOVERY (1994)
 AA4766
 AA4766'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4766'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4767 ***********************************************************************
 AA4767  DESIGNATION -  5280
 AA4767  PID         -  AA4767
 AA4767  STATE/COUNTY-  AL/MONTGOMERY
 AA4767  USGS QUAD   -  BARACHIAS (1987)
 AA4767
 AA4767                         *CURRENT SURVEY CONTROL
 AA4767  ___________________________________________________________________
 AA4767* NAD 83(1992)-  32 17 23.36613(N)    086 11 20.14227(W)     ADJUSTED  
 AA4767* NAVD 88     -        63.638  (meters)     208.79   (feet)  ADJUSTED  
 AA4767  ___________________________________________________________________
 AA4767  X           -     358,720.097 (meters)                     COMP
 AA4767  Y           -  -5,385,054.238 (meters)                     COMP
 AA4767  Z           -   3,387,662.287 (meters)                     COMP
 AA4767  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AA4767  ELLIP HEIGHT-          35.84  (meters)          (07/29/02) GPS OBS
 AA4767  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 AA4767  DYNAMIC HT  -          63.564 (meters)     208.54  (feet)  COMP
 AA4767  MODELED GRAV-     979,490.9   (mgal)                       NAVD 88
 AA4767
 AA4767  HORZ ORDER  -  FIRST
 AA4767  VERT ORDER  -  THIRD
 AA4767  ELLP ORDER  -  FOURTH    CLASS I
 AA4767
 AA4767.The horizontal coordinates were established by GPS observations
 AA4767.and adjusted by the National Geodetic Survey in April 1995..
 AA4767
 AA4767.The orthometric height was determined by differential leveling
 AA4767.and adjusted by the National Geodetic Survey in April 1998..
 AA4767
 AA4767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4767
 AA4767.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4767
 AA4767.The ellipsoidal height was determined by GPS observations
 AA4767.and is referenced to NAD 83.
 AA4767
 AA4767.The geoid height was determined by GEOID03.
 AA4767
 AA4767.The dynamic height is computed by dividing the NAVD 88
 AA4767.geopotential number by the normal gravity value computed on the
 AA4767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4767.degrees latitude (g = 980.6199 gals.).
 AA4767
 AA4767.The modeled gravity was interpolated from observed gravity values.
 AA4767
 AA4767;                    North         East     Units Scale Factor Converg.
 AA4767;SPC AL E     -   198,496.674   166,506.076   MT  0.99997383   -0 11 23.9
 AA4767;UTM  16      - 3,572,849.992   576,369.187   MT  0.99967192   +0 25 59.9
 AA4767
 AA4767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4767!SPC AL E     -   0.99999437  x   0.99997383  =   0.99996820
 AA4767!UTM  16      -   0.99999437  x   0.99967192  =   0.99966629
 AA4767
 AA4767                          SUPERSEDED SURVEY CONTROL
 AA4767
 AA4767  ELLIP H (10/22/97)   35.91   (m)                       GP(       ) 4 1
 AA4767  ELLIP H (04/13/95)    7.80   (m)                       GP(       ) 4 1
 AA4767  NGVD 29 (04/13/95)   63.6    (m)          209.     (f) GPS OBS        
 AA4767
 AA4767.Superseded values are not recommended for survey control.
 AA4767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4767.See file dsdata.txt to determine how the superseded data were derived.
 AA4767
 AA4767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA7636972850(NAD 83)
 AA4767_MARKER: DD = SURVEY DISK
 AA4767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4767_SP_SET: CONCRETE POST
 AA4767_STAMPING: STA. 5280 1994
 AA4767_MARK LOGO: AL-101
 AA4767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4767+STABILITY: SURFACE MOTION
 AA4767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4767+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4767
 AA4767  HISTORY     - Date     Condition        Report By
 AA4767  HISTORY     - 1994     MONUMENTED       CH2M
 AA4767  HISTORY     - 19940226 GOOD             MSI
 AA4767
 AA4767                          STATION DESCRIPTION
 AA4767
 AA4767'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4767'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, BARACHIAS
 AA4767'QUADRANGLE, SECTION 7, T15N, R19E.  THE STATION IS LOCATED IN THE
 AA4767'HIGHWAY 231 MEDIAN APPROXIMATELY 0.65 MI (1.05 KM) SOUTHEAST OF TAYLOR
 AA4767'ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5280
 AA4767'1994 SET IN THE TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED
 AA4767'FLUSH WITH THE GROUND.  THE DISK IS LOCATED 42.38 FT (12.92 M) 240
 AA4767'DEGREES FROM THE CENTERLINE OF THE HIGHWAY 231 NORTHBOUND LANES, 21.15
 AA4767'FT (6.45 M) 60 DEGREES FROM THE CENTERLINE OF THE HIGHWAY 231
 AA4767'SOUTHBOUND LANES, AND 199.45 FT (60.79 M) 154 DEGREES FROM A STORM
 AA4767'DRAIN.
 AA4767
 AA4767                          STATION RECOVERY (1994)
 AA4767
 AA4767'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4767'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4768 ***********************************************************************
 AA4768  DESIGNATION -  5283
 AA4768  PID         -  AA4768
 AA4768  STATE/COUNTY-  AL/MONTGOMERY
 AA4768  USGS QUAD   -  MOUNT MEIGS (1987)
 AA4768
 AA4768                         *CURRENT SURVEY CONTROL
 AA4768  ___________________________________________________________________
 AA4768* NAD 83(1992)-  32 22 06.61168(N)    086 07 13.18641(W)     ADJUSTED  
 AA4768* NAVD 88     -        64.589  (meters)     211.91   (feet)  ADJUSTED  
 AA4768  ___________________________________________________________________
 AA4768  X           -     364,851.566 (meters)                     COMP
 AA4768  Y           -  -5,379,966.179 (meters)                     COMP
 AA4768  Z           -   3,395,035.188 (meters)                     COMP
 AA4768  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA4768  ELLIP HEIGHT-          36.52  (meters)          (07/29/02) GPS OBS
 AA4768  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AA4768  DYNAMIC HT  -          64.515 (meters)     211.66  (feet)  COMP
 AA4768  MODELED GRAV-     979,491.9   (mgal)                       NAVD 88
 AA4768
 AA4768  HORZ ORDER  -  FIRST
 AA4768  VERT ORDER  -  THIRD
 AA4768  ELLP ORDER  -  FOURTH    CLASS I
 AA4768
 AA4768.The horizontal coordinates were established by GPS observations
 AA4768.and adjusted by the National Geodetic Survey in April 1995..
 AA4768
 AA4768.The orthometric height was determined by differential leveling
 AA4768.and adjusted by the National Geodetic Survey in April 1998..
 AA4768
 AA4768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4768
 AA4768.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4768
 AA4768.The ellipsoidal height was determined by GPS observations
 AA4768.and is referenced to NAD 83.
 AA4768
 AA4768.The geoid height was determined by GEOID03.
 AA4768
 AA4768.The dynamic height is computed by dividing the NAVD 88
 AA4768.geopotential number by the normal gravity value computed on the
 AA4768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4768.degrees latitude (g = 980.6199 gals.).
 AA4768
 AA4768.The modeled gravity was interpolated from observed gravity values.
 AA4768
 AA4768;                    North         East     Units Scale Factor Converg.
 AA4768;SPC AL E     -   207,201.969   172,990.881   MT  0.99996899   -0 09 13.1
 AA4768;UTM  16      - 3,581,622.814   582,756.937   MT  0.99968445   +0 28 15.5
 AA4768
 AA4768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4768!SPC AL E     -   0.99999427  x   0.99996899  =   0.99996326
 AA4768!UTM  16      -   0.99999427  x   0.99968445  =   0.99967872
 AA4768
 AA4768                          SUPERSEDED SURVEY CONTROL
 AA4768
 AA4768  ELLIP H (10/22/97)   36.59   (m)                       GP(       ) 4 1
 AA4768  ELLIP H (04/13/95)    8.25   (m)                       GP(       ) 4 1
 AA4768  NGVD 29 (04/13/95)   64.5    (m)          212.     (f) GPS OBS        
 AA4768
 AA4768.Superseded values are not recommended for survey control.
 AA4768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4768.See file dsdata.txt to determine how the superseded data were derived.
 AA4768
 AA4768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8275781623(NAD 83)
 AA4768_MARKER: DD = SURVEY DISK
 AA4768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4768_SP_SET: CONCRETE POST
 AA4768_STAMPING: STA. 5283 1994
 AA4768_MARK LOGO: AL-101
 AA4768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4768+STABILITY: SURFACE MOTION
 AA4768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4768+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4768
 AA4768  HISTORY     - Date     Condition        Report By
 AA4768  HISTORY     - 1994     MONUMENTED       CH2M
 AA4768  HISTORY     - 19940226 GOOD             MSI
 AA4768
 AA4768                          STATION DESCRIPTION
 AA4768
 AA4768'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4768'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MOUNT MEIGS
 AA4768'QUADRANGLE, SECTION 13, T16N, R19E.  THE STATION IS LOCATED
 AA4768'APPROXIMATELY 150 YARDS NORTH OF INTERSTATE 85, ON THE SERVICE ROAD IN
 AA4768'FRONT OF ALABAMA HERITAGE FUNERAL HOME AND CEMETERY. THE STATION IS A
 AA4768'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5283 1994 AND SET ON TOP OF
 AA4768'A 10 INCH CONCRETE MONUMENT MOUNTED FLUSH WITH THE GROUND. THE DISK IS
 AA4768'LOCATED 8.98 FT (2.74 M) 359 DEGREES FROM THE BACK OF THE CURB, 45.31
 AA4768'FT (13.81 M) 162 DEGREES FROM THE CORNER OF A SIGN, 46.15 FT (14.07 M)
 AA4768'201 DEGREES FROM THE CORNER OF A SIGN.
 AA4768
 AA4768                          STATION RECOVERY (1994)
 AA4768
 AA4768'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4768'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4769 ***********************************************************************
 AA4769  DESIGNATION -  5284
 AA4769  PID         -  AA4769
 AA4769  STATE/COUNTY-  AL/MONTGOMERY
 AA4769  USGS QUAD   -  MOUNT MEIGS (1987)
 AA4769
 AA4769                         *CURRENT SURVEY CONTROL
 AA4769  ___________________________________________________________________
 AA4769* NAD 83(1992)-  32 22 04.86438(N)    086 06 07.25163(W)     ADJUSTED  
 AA4769* NAVD 88     -        63.331  (meters)     207.78   (feet)  ADJUSTED  
 AA4769  ___________________________________________________________________
 AA4769  X           -     366,573.199 (meters)                     COMP
 AA4769  Y           -  -5,379,876.970 (meters)                     COMP
 AA4769  Z           -   3,394,989.058 (meters)                     COMP
 AA4769  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA4769  ELLIP HEIGHT-          35.27  (meters)          (07/29/02) GPS OBS
 AA4769  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 AA4769  DYNAMIC HT  -          63.258 (meters)     207.54  (feet)  COMP
 AA4769  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 AA4769
 AA4769  HORZ ORDER  -  FIRST
 AA4769  VERT ORDER  -  THIRD
 AA4769  ELLP ORDER  -  FOURTH    CLASS I
 AA4769
 AA4769.The horizontal coordinates were established by GPS observations
 AA4769.and adjusted by the National Geodetic Survey in April 1995..
 AA4769
 AA4769.The orthometric height was determined by differential leveling
 AA4769.and adjusted by the National Geodetic Survey in April 1998..
 AA4769
 AA4769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4769
 AA4769.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4769
 AA4769.The ellipsoidal height was determined by GPS observations
 AA4769.and is referenced to NAD 83.
 AA4769
 AA4769.The geoid height was determined by GEOID03.
 AA4769
 AA4769.The dynamic height is computed by dividing the NAVD 88
 AA4769.geopotential number by the normal gravity value computed on the
 AA4769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA4769.degrees latitude (g = 980.6199 gals.).
 AA4769
 AA4769.The modeled gravity was interpolated from observed gravity values.
 AA4769
 AA4769;                    North         East     Units Scale Factor Converg.
 AA4769;SPC AL E     -   207,143.673   174,714.391   MT  0.99996788   -0 08 37.8
 AA4769;UTM  16      - 3,581,583.321   584,480.493   MT  0.99968801   +0 28 50.8
 AA4769
 AA4769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4769!SPC AL E     -   0.99999446  x   0.99996788  =   0.99996234
 AA4769!UTM  16      -   0.99999446  x   0.99968801  =   0.99968247
 AA4769
 AA4769                          SUPERSEDED SURVEY CONTROL
 AA4769
 AA4769  ELLIP H (10/22/97)   35.35   (m)                       GP(       ) 4 1
 AA4769  ELLIP H (04/13/95)    6.99   (m)                       GP(       ) 4 1
 AA4769  NGVD 29 (04/13/95)   63.3    (m)          208.     (f) GPS OBS        
 AA4769
 AA4769.Superseded values are not recommended for survey control.
 AA4769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4769.See file dsdata.txt to determine how the superseded data were derived.
 AA4769
 AA4769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8448081583(NAD 83)
 AA4769_MARKER: DD = SURVEY DISK
 AA4769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4769_SP_SET: CONCRETE POST
 AA4769_STAMPING: STA. 5284 1994
 AA4769_MARK LOGO: AL-101
 AA4769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4769+STABILITY: SURFACE MOTION
 AA4769_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4769+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA4769
 AA4769  HISTORY     - Date     Condition        Report By
 AA4769  HISTORY     - 1994     MONUMENTED       CH2M
 AA4769  HISTORY     - 19940226 GOOD             MSI
 AA4769
 AA4769                          STATION DESCRIPTION
 AA4769
 AA4769'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4769'THE STATION IS LOCATED IN THE CITY OF MONTGOMERY, ALABAMA, MOUNT MEIGS
 AA4769'QUADRANGLE, SECTION 18, T16N, R20E.  THE STATION IS LOCATED
 AA4769'APPROXIMATELY 200 YARDS NORTH OF INTERSTATE 85 ON THE EAST SIDE OF
 AA4769'WARES FERRY ROAD. THE STATION IS A MONTGOMERY COUNTY SURVEY DISK
 AA4769'STAMPED STA. 5284 1994, AND SET IN THE TOP OF A 10 INCH CONCRETE
 AA4769'MONUMENT MOUNTED FLUSH WITH THE GROUND.  THE DISK IS LOCATED 53.8 FT
 AA4769'(16.4 M) 111 DEGREES FROM THE CENTERLINE OF WARES FERRY ROAD, 122 FT
 AA4769'(37.2 M) 10 DEGREES FROM A POWER POLE WITH SWITCH, AND 96.17 FT (29.31
 AA4769'M) 208 DEGREES FROM A TELEPHONE MANHOLE.
 AA4769
 AA4769                          STATION RECOVERY (1994)
 AA4769
 AA4769'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA4769'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0679 ***********************************************************************
 DH0679  DESIGNATION -  529 3
 DH0679  PID         -  DH0679
 DH0679  STATE/COUNTY-  AL/JEFFERSON
 DH0679  USGS QUAD   -  BESSEMER (1988)
 DH0679
 DH0679                         *CURRENT SURVEY CONTROL
 DH0679  ___________________________________________________________________
 DH0679* NAD 83(1986)-  33 24 05.     (N)    086 57 15.     (W)     SCALED    
 DH0679* NAVD 88     -       156.284  (meters)     512.74   (feet)  ADJUSTED  
 DH0679  ___________________________________________________________________
 DH0679  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0679  DYNAMIC HT  -         156.110 (meters)     512.17  (feet)  COMP
 DH0679  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 DH0679
 DH0679  VERT ORDER  -  FIRST     CLASS II
 DH0679
 DH0679.The horizontal coordinates were scaled from a topographic map and have
 DH0679.an estimated accuracy of +/- 6 seconds.
 DH0679
 DH0679.The orthometric height was determined by differential leveling
 DH0679.and adjusted by the National Geodetic Survey in June 1991..
 DH0679.WARNING-Repeat measurements at this control monument indicate possible
 DH0679.vertical movement.
 DH0679
 DH0679.The geoid height was determined by GEOID03.
 DH0679
 DH0679.The dynamic height is computed by dividing the NAVD 88
 DH0679.geopotential number by the normal gravity value computed on the
 DH0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0679.degrees latitude (g = 980.6199 gals.).
 DH0679
 DH0679.The modeled gravity was interpolated from observed gravity values.
 DH0679
 DH0679;                    North         East    Units  Estimated Accuracy
 DH0679;SPC AL W     -   377,260.      650,780.      MT  (+/- 180 meters Scaled)
 DH0679
 DH0679                          SUPERSEDED SURVEY CONTROL
 DH0679
 DH0679.No superseded survey control is available for this station.
 DH0679
 DH0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB042957(NAD 83)
 DH0679_MARKER: DB = BENCH MARK DISK
 DH0679_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0679_SP_SET: STEP
 DH0679_STAMPING: 512.547 529 B 3
 DH0679_MARK LOGO: ALGS  
 DH0679_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0679
 DH0679  HISTORY     - Date     Condition        Report By
 DH0679  HISTORY     - UNK      MONUMENTED       ALGS
 DH0679  HISTORY     - 1968     GOOD             NGS
 DH0679  HISTORY     - 1981     GOOD             NGS
 DH0679
 DH0679                          STATION DESCRIPTION
 DH0679
 DH0679'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DH0679'IN BESSEMER.
 DH0679'AT BESSEMER, JEFFERSON COUNTY, 0.2 MILE SOUTHWEST OF THE LOUISVILLE
 DH0679'AND NASHVILLE RAILROAD STATION, ON THIRD AVENUE BETWEEN EIGHTEENTH AND
 DH0679'NINETEENTH STREETS, AT THE NORTHWEST ENTRANCE TO THE COURTHOUSE, IN
 DH0679'THE TOP OF THE SOUTHWEST END OF THE BOTTOM STEP, 18.7 FEET SOUTHWEST
 DH0679'OF THE CENTER LINE OF THE ENTRANCE, AND 0.5 FOOT WEST OF THE WEST
 DH0679'CORNER OF A STONE COLUMN.  A STATE SURVEY STANDARD DISK, STAMPED
 DH0679'512.547 529 B 3.
 DH0679
 DH0679                          STATION RECOVERY (1981)
 DH0679
 DH0679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DH0679'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 DH0679'IN BESSEMER, AT THE NORTHWEST ENTRANCE TO THE COURTHOUSE ON 3RD AVENUE
 DH0679'BETWEEN 18TH STREET AND 19TH STREET, IN THE TOP OF THE SOUTHWEST END
 DH0679'OF THE STONE BOTTOM STEP OF THE ENTRANCE, 5.7 METERS (18.7 FEET)
 DH0679'SOUTHWEST OF THE CENTER OF THE ENTRANCE DOORS, 5.49 METERS (18.0 FEET)
 DH0679'SOUTHEAST OF THE SOUTHEAST CURB OF 3RD AVENUE, 0.21 METER (0.7 FEET)
 DH0679'NORTHEAST OF THE NORTHEAST FACE OF A 1-FOOT HIGH BRICK FLOWER BED
 DH0679'PLANTER.  NOTE--NO B WAS FOUND ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA4770 ***********************************************************************
 AA4770  DESIGNATION -  5290
 AA4770  PID         -  AA4770
 AA4770  STATE/COUNTY-  AL/MONTGOMERY
 AA4770  USGS QUAD   -  MOUNT MEIGS (1987)
 AA4770
 AA4770                         *CURRENT SURVEY CONTROL
 AA4770  ___________________________________________________________________
 AA4770* NAD 83(1992)-  32 20 19.13360(N)    086 05 41.57319(W)     ADJUSTED  
 AA4770* NAVD 88     -        80.4    (meters)     264.     (feet)  VERTCON   
 AA4770  ___________________________________________________________________
 AA4770  X           -     367,362.638 (meters)                     COMP
 AA4770  Y           -  -5,381,584.626 (meters)                     COMP
 AA4770  Z           -   3,392,246.929 (meters)                     COMP
 AA4770  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA4770  ELLIP HEIGHT-          52.45  (meters)          (07/29/02) GPS OBS
 AA4770  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 AA4770
 AA4770  HORZ ORDER  -  FIRST
 AA4770  ELLP ORDER  -  FOURTH    CLASS I
 AA4770
 AA4770.The horizontal coordinates were established by GPS observations
 AA4770.and adjusted by the National Geodetic Survey in April 1995..
 AA4770
 AA4770.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA4770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA4770
 AA4770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA4770
 AA4770.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA4770
 AA4770.The ellipsoidal height was determined by GPS observations
 AA4770.and is referenced to NAD 83.
 AA4770
 AA4770.The geoid height was determined by GEOID03.
 AA4770
 AA4770;                    North         East     Units Scale Factor Converg.
 AA4770;SPC AL E     -   203,885.235   175,377.715   MT  0.99996747   -0 08 23.7
 AA4770;UTM  16      - 3,578,333.212   585,179.090   MT  0.99968947   +0 29 03.1
 AA4770
 AA4770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA4770!SPC AL E     -   0.99999176  x   0.99996747  =   0.99995924
 AA4770!UTM  16      -   0.99999176  x   0.99968947  =   0.99968124
 AA4770
 AA4770                          SUPERSEDED SURVEY CONTROL
 AA4770
 AA4770  ELLIP H (10/22/97)   52.53   (m)                       GP(       ) 4 1
 AA4770  ELLIP H (04/13/95)   24.25   (m)                       GP(       ) 4 1
 AA4770  NGVD 29 (04/13/95)   80.4    (m)          264.     (f) GPS OBS        
 AA4770
 AA4770.Superseded values are not recommended for survey control.
 AA4770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA4770.See file dsdata.txt to determine how the superseded data were derived.
 AA4770
 AA4770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8517978333(NAD 83)
 AA4770_MARKER: DD = SURVEY DISK
 AA4770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA4770_SP_SET: CONCRETE POST
 AA4770_STAMPING: STA. 5290 1994
 AA4770_MARK LOGO: AL-101
 AA4770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA4770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA4770+STABILITY: SURFACE MOTION
 AA4770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA4770+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA4770
 AA4770  HISTORY     - Date     Condition        Report By
 AA4770  HISTORY     - 1994     MONUMENTED       CH2M
 AA4770
 AA4770                          STATION DESCRIPTION
 AA4770
 AA4770'DESCRIBED BY CH2M HILL INCORPORATED 1994 (JC)
 AA4770'THE STATION IS LOCATED APPROXIMATELY 2 MI (3.2 KM) SOUTH OF THE
 AA4770'VILLAGE OF MOUNT MEIGS, MOUNT MEIGS QUADRANGLE, SECTION 30, T16N,
 AA4770'R20E.  THE STATION IS LOCATED APPROXIMATELY 1.8 MI (2.9 KM) SOUTH OF
 AA4770'ROUTE 80, ON THE WEST SIDE OF OLD PIKE ROAD. THE STATION IS A
 AA4770'MONTGOMERY COUNTY SURVEY DISK STAMPED STA. 5290 1994, AND SET IN THE
 AA4770'TOP OF A 10 INCH DIAMETER CONCRETE MONUMENT MOUNTED FLUSH WITH THE
 AA4770'GROUND.  THE DISK IS LOCATED 40 FT (12.2 M) 268 DEGREES FROM THE
 AA4770'CENTERLINE OF OLD PIKE ROAD, 15.34 FT (4.68 M) 0 DEGREES FROM THE
 AA4770'CENTERLINE OF MERRYWOOD DRIVE, AND 6.05 FT (1.84 M) 228 DEGREES FROM
 AA4770'CENTER TOP OF THE SLOPED HEADWALL WITH A 24 INCH RCP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3170 ***********************************************************************
 CN3170  DESIGNATION -  53 1
 CN3170  PID         -  CN3170
 CN3170  STATE/COUNTY-  AL/PERRY
 CN3170  USGS QUAD   -  BUCK CREEK (1987)
 CN3170
 CN3170                         *CURRENT SURVEY CONTROL
 CN3170  ___________________________________________________________________
 CN3170* NAD 83(1992)-  32 41 30.79141(N)    087 05 54.09030(W)     ADJUSTED  
 CN3170* NAVD 88     -        76.3    (meters)     250.     (feet)  VERTCON   
 CN3170  ___________________________________________________________________
 CN3170  X           -     271,992.040 (meters)                     COMP
 CN3170  Y           -  -5,366,159.218 (meters)                     COMP
 CN3170  Z           -   3,425,276.665 (meters)                     COMP
 CN3170  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CN3170  ELLIP HEIGHT-          47.33  (meters)          (07/29/02) GPS OBS
 CN3170  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN3170
 CN3170  HORZ ORDER  -  FIRST
 CN3170  ELLP ORDER  -  FOURTH    CLASS I
 CN3170
 CN3170.The horizontal coordinates were established by GPS observations
 CN3170.and adjusted by the National Geodetic Survey in December 1992..
 CN3170
 CN3170.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3170.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3170
 CN3170.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3170
 CN3170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3170
 CN3170.The ellipsoidal height was determined by GPS observations
 CN3170.and is referenced to NAD 83.
 CN3170
 CN3170.The geoid height was determined by GEOID03.
 CN3170
 CN3170;                    North         East     Units Scale Factor Converg.
 CN3170;SPC AL W     -   298,515.730   637,662.234   MT  0.99995082   +0 13 01.0
 CN3170;UTM  16      - 3,617,134.570   490,779.962   MT  0.99960105   -0 03 11.3
 CN3170
 CN3170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3170!SPC AL W     -   0.99999257  x   0.99995082  =   0.99994339
 CN3170!UTM  16      -   0.99999257  x   0.99960105  =   0.99959362
 CN3170
 CN3170:                Primary Azimuth Mark                     Grid Az
 CN3170:SPC AL W     -  53 2                                     341 10 42.2
 CN3170:UTM  16      -  53 2                                     341 26 54.5
 CN3170
 CN3170|---------------------------------------------------------------------|
 CN3170| PID    Reference Object                     Distance      Geod. Az  |
 CN3170|                                                           dddmmss.s |
 CN3170| CN3171 53 2                                480.061 METERS 3412343.2 |
 CN3170|---------------------------------------------------------------------|
 CN3170
 CN3170                          SUPERSEDED SURVEY CONTROL
 CN3170
 CN3170  ELLIP H (12/04/92)   47.39   (m)                       GP(       ) 4 1
 CN3170  NAD 83(1986)-  32 41 30.80051(N)    087 05 54.09367(W) AD(       ) 1
 CN3170  NGVD 29 (12/04/92)   76.2    (m)          250.     (f) GPS OBS        
 CN3170
 CN3170.Superseded values are not recommended for survey control.
 CN3170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3170.See file dsdata.txt to determine how the superseded data were derived.
 CN3170
 CN3170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9078017135(NAD 83)
 CN3170_MARKER: DD = SURVEY DISK
 CN3170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3170_SP_SET: CONCRETE POST
 CN3170_STAMPING: 53-1 1991
 CN3170_MARK LOGO: ALHD  
 CN3170_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3170+STABILITY: SURFACE MOTION
 CN3170_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3170+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3170
 CN3170  HISTORY     - Date     Condition        Report By
 CN3170  HISTORY     - 1991     MONUMENTED       ALHD
 CN3170
 CN3170                          STATION DESCRIPTION
 CN3170
 CN3170'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3170'THE STATION IS LOCATED IN PERRY COUNTY ON THE EAST RIGHT OF WAY OF ALA
 CN3170'219, ABOUT 21.89 KM (13.60 MI) EAST-NORTHEAST OF MARION AND ABOUT
 CN3170'28.32 KM (17.60 MI) SOUTH-SOUTHEAST OF CENTERVILLE.
 CN3170'TO REACH THE STATION FROM THE JUNCTION OF U. S. 80 AND ALA 14 WEST
 CN3170'(MILE POST 114.25 ON ALA 14) ON THE WEST SIDE OF SELMA, DRIVE
 CN3170'NORTHWEST ON ALA 14 4.59 KM (2.85 MI) TO MILE POST 111.40 AND ALA 219
 CN3170'NORTH ON THE RIGHT, TURN RIGHT ON ALA 219 AND DRIVE NORTH 25.51 KM
 CN3170'(15.85 MI) TO MILE POST 16.05 AND THE STATION ON THE RIGHT.
 CN3170'THE STATION IS 2.23 M (7.32 FT) WEST-SOUTHWEST OF A SEVEN STRAND
 CN3170'BARBED WIRE FENCE ON STEEL AND TREATED WOOD POSTS, 13.17 M
 CN3170'(43.21 FT) EAST-NORTHEAST OF THE CENTERLINE OF ALA 219, 18.90 M
 CN3170'(62.01 FT) SOUTH OF A CROSS TIE POST IN THE FENCE LINE, AND 26.52 M
 CN3170'(87.01 FT) NORTH OF AN ALA 219 NORTH ROUTE MARKER SIGN, AND 7.3 FT
 CN3170'(2.2 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST.
 CN3170'STATION 53-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3170'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 CN3170'MR. OR MRS. J. S. COLBURN (STORE AND HOUSE ACROSS ALA 219)ROUTE 6, BOX
 CN3170'300
 CN3170'SELMA, ALABAMA 36701
 CN3170'PHONE 205 - 875 - 6785 (STORE) OR 205 - 872 - 3688 (HOME).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7059 ***********************************************************************
 AA7059  DESIGNATION -  53 10
 AA7059  PID         -  AA7059
 AA7059  STATE/COUNTY-  AL/PERRY
 AA7059  USGS QUAD   -  MARION SOUTH (1979)
 AA7059
 AA7059                         *CURRENT SURVEY CONTROL
 AA7059  ___________________________________________________________________
 AA7059* NAD 83(1992)-  32 31 10.72247(N)    087 22 16.97332(W)     ADJUSTED  
 AA7059* NAVD 88     -        59.9    (meters)     197.     (feet)  VERTCON   
 AA7059  ___________________________________________________________________
 AA7059  X           -     246,889.908 (meters)                     COMP
 AA7059  Y           -  -5,377,662.670 (meters)                     COMP
 AA7059  Z           -   3,409,177.051 (meters)                     COMP
 AA7059  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AA7059  ELLIP HEIGHT-          31.07  (meters)          (07/29/02) GPS OBS
 AA7059  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA7059
 AA7059  HORZ ORDER  -  FIRST
 AA7059  ELLP ORDER  -  FOURTH    CLASS I
 AA7059
 AA7059.The horizontal coordinates were established by GPS observations
 AA7059.and adjusted by the National Geodetic Survey in July 1995..
 AA7059
 AA7059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7059
 AA7059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7059
 AA7059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7059
 AA7059.The ellipsoidal height was determined by GPS observations
 AA7059.and is referenced to NAD 83.
 AA7059
 AA7059.The geoid height was determined by GEOID03.
 AA7059
 AA7059;                    North         East     Units Scale Factor Converg.
 AA7059;SPC AL W     -   279,351.864   612,083.722   MT  0.99993513   +0 04 08.9
 AA7059;UTM  16      - 3,598,097.575   465,120.215   MT  0.99961500   -0 11 58.7
 AA7059
 AA7059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7059!SPC AL W     -   0.99999512  x   0.99993513  =   0.99993025
 AA7059!UTM  16      -   0.99999512  x   0.99961500  =   0.99961012
 AA7059
 AA7059                          SUPERSEDED SURVEY CONTROL
 AA7059
 AA7059  ELLIP H (07/21/95)   31.12   (m)                       GP(       ) 3 2
 AA7059  NGVD 29 (07/21/95)   59.9    (m)          197.     (f) GPS OBS        
 AA7059
 AA7059.Superseded values are not recommended for survey control.
 AA7059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7059.See file dsdata.txt to determine how the superseded data were derived.
 AA7059
 AA7059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6512098098(NAD 83)
 AA7059_MARKER: DD = SURVEY DISK
 AA7059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7059_STAMPING: 53-10 1994
 AA7059_MARK LOGO: ALHD  
 AA7059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7059+STABILITY: SURFACE MOTION
 AA7059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7059+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7059
 AA7059  HISTORY     - Date     Condition        Report By
 AA7059  HISTORY     - 1994     MONUMENTED       ALHD
 AA7059
 AA7059                          STATION DESCRIPTION
 AA7059
 AA7059'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7059'THE STATION IS IN PERRY COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL 5
 AA7059'ABOUT 8.30 MI (13.36 KM) SOUTH-SOUTHWEST OF MARION AND ABOUT 9.50 MI
 AA7059'(15.29 KM) NORTHEAST OF UNIONTOWN. TO REACH THE STATION FROM THE
 AA7059'JUNCTION OF AL 183 NORTH AND U.S. 80 (MILEPOST 0.00 ON AL 183 AND
 AA7059'MILEPOST 57.00 ON U.S. 80) IN UNIONTOWN, DRIVE EAST ON U.S. 80 FOR
 AA7059'9.15 MI (14.73 KM) TO MILEPOST 66.15 AND AL 5 RUNNING NORTH AND SOUTH.
 AA7059'TURN LEFT ON AL 5 AND DRIVE NORTH FOR 5.75 MI (9.25 KM) TO MILEPOST
 AA7059'53.50 AND THE STATION ON THE LEFT. THE STATION IS 19.8 FT (6.0 M)
 AA7059'NORTH-NORTHEAST OF THE WEST POST OF A CUNNINGHAM COMMUNITY CLUB SIGN,
 AA7059'20.0 FT (6.1 M) NORTH OF THE EAST POST OF A CUNNINGHAM COMMUNITY CLUB
 AA7059'SIGN, 27.8 FT (8.5 M) SOUTH OF A STOP SIGN, 51.6 FT (15.7 M)
 AA7059'SOUTH-SOUTHWEST OF THE CENTERLINE OF PERRY COUNTY ROAD NO 15, 54.7 FT
 AA7059'(16.7 M) WEST-NORTHWEST OF THE CENTERLINE OF AL 5, 68.8 FT (21.0 M)
 AA7059'NORTHEAST OF THE NORTHEAST CORNER OF CUNNINGHAM COMMUNITY CLUB, 72.9
 AA7059'FT (22.2 M) NORTH OF AN AL 5 SOUTH SIGN, 1.8 FT (0.5 M) EAST OF A
 AA7059'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-9
 AA7059'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7060 ***********************************************************************
 AA7060  DESIGNATION -  53 11
 AA7060  PID         -  AA7060
 AA7060  STATE/COUNTY-  AL/PERRY
 AA7060  USGS QUAD   -  MARION SOUTH (1979)
 AA7060
 AA7060                         *CURRENT SURVEY CONTROL
 AA7060  ___________________________________________________________________
 AA7060* NAD 83(1992)-  32 31 40.70390(N)    087 16 06.30747(W)     ADJUSTED  
 AA7060* NAVD 88     -        71.6    (meters)     235.     (feet)  VERTCON   
 AA7060  ___________________________________________________________________
 AA7060  X           -     256,530.179 (meters)                     COMP
 AA7060  Y           -  -5,376,724.204 (meters)                     COMP
 AA7060  Z           -   3,409,962.080 (meters)                     COMP
 AA7060  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AA7060  ELLIP HEIGHT-          42.80  (meters)          (07/29/02) GPS OBS
 AA7060  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA7060
 AA7060  HORZ ORDER  -  FIRST
 AA7060  ELLP ORDER  -  FOURTH    CLASS I
 AA7060
 AA7060.The horizontal coordinates were established by GPS observations
 AA7060.and adjusted by the National Geodetic Survey in July 1995..
 AA7060
 AA7060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7060
 AA7060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7060
 AA7060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7060
 AA7060.The ellipsoidal height was determined by GPS observations
 AA7060.and is referenced to NAD 83.
 AA7060
 AA7060.The geoid height was determined by GEOID03.
 AA7060
 AA7060;                    North         East     Units Scale Factor Converg.
 AA7060;SPC AL W     -   280,291.713   621,755.092   MT  0.99993917   +0 07 28.3
 AA7060;UTM  16      - 3,598,991.745   474,792.735   MT  0.99960784   -0 08 39.6
 AA7060
 AA7060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7060!SPC AL W     -   0.99999328  x   0.99993917  =   0.99993245
 AA7060!UTM  16      -   0.99999328  x   0.99960784  =   0.99960112
 AA7060
 AA7060:                Primary Azimuth Mark                     Grid Az
 AA7060:SPC AL W     -  53 12                                    090 45 38.4
 AA7060:UTM  16      -  53 12                                    091 01 46.3
 AA7060
 AA7060|---------------------------------------------------------------------|
 AA7060| PID    Reference Object                     Distance      Geod. Az  |
 AA7060|                                                           dddmmss.s |
 AA7060| AA7061 53 12                               493.159 METERS 0905306.7 |
 AA7060|---------------------------------------------------------------------|
 AA7060
 AA7060                          SUPERSEDED SURVEY CONTROL
 AA7060
 AA7060  ELLIP H (07/21/95)   42.85   (m)                       GP(       ) 3 2
 AA7060  NGVD 29 (07/21/95)   71.6    (m)          235.     (f) GPS OBS        
 AA7060
 AA7060.Superseded values are not recommended for survey control.
 AA7060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7060.See file dsdata.txt to determine how the superseded data were derived.
 AA7060
 AA7060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7479398992(NAD 83)
 AA7060_MARKER: DD = SURVEY DISK
 AA7060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7060_STAMPING: 53-11 1994
 AA7060_MARK LOGO: ALHD  
 AA7060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7060+STABILITY: SURFACE MOTION
 AA7060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7060+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7060
 AA7060  HISTORY     - Date     Condition        Report By
 AA7060  HISTORY     - 1994     MONUMENTED       ALHD
 AA7060
 AA7060                          STATION DESCRIPTION
 AA7060
 AA7060'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7060'THE STATION IS IN PERRY COUNTY ON THE SOUTH RIGHT OF WAY OF PERRY
 AA7060'COUNTY ROAD NO 12 ABOUT 7.70 MI (12.39 KM) SOUTH-SOUTHEAST OF MARION
 AA7060'AND ABOUT 15.25 MI (24.54 KM) EAST-NORTHEAST OF UNIONTOWN. TO REACH
 AA7060'THE STATION FROM THE JUNCTION OF AL 5, AL 289, AND PERRY COUNTY ROAD
 AA7060'NO 45 (MILEPOST 61.26 ON AL 5 AND MILEPOST 0.00 ON AL 289)IN MARION,
 AA7060'DRIVE SOUTH AND SOUTHEAST ON PERRY COUNTY ROAD NO 45 FOR 7.60 MI
 AA7060'(12.23 KM) TO PERRY COUNTY ROAD NO 12 RIGHT. TURN RIGHT ON PERRY
 AA7060'COUNTY ROAD NO 12 AND DRIVE WEST FOR 0.40 MI (0.64 KM) TO THE STATION
 AA7060'ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A FIVE STRAND
 AA7060'BARBED WIRE FENCE ON OLD WOOD POSTS, 42.1 FT (12.8 M) SOUTH OF THE
 AA7060'CENTERLINE OF PERRY COUNTY ROAD NO 12, 2.4 FT (0.7 M) NORTH OF A
 AA7060'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-12
 AA7060'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7061 ***********************************************************************
 AA7061  DESIGNATION -  53 12
 AA7061  PID         -  AA7061
 AA7061  STATE/COUNTY-  AL/PERRY
 AA7061  USGS QUAD   -  MARION SOUTH (1979)
 AA7061
 AA7061                         *CURRENT SURVEY CONTROL
 AA7061  ___________________________________________________________________
 AA7061* NAD 83(1992)-  32 31 40.45618(N)    087 15 47.41226(W)     ADJUSTED  
 AA7061* NAVD 88     -        68.9    (meters)     226.     (feet)  VERTCON   
 AA7061  ___________________________________________________________________
 AA7061  X           -     257,022.808 (meters)                     COMP
 AA7061  Y           -  -5,376,702.498 (meters)                     COMP
 AA7061  Z           -   3,409,954.189 (meters)                     COMP
 AA7061  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AA7061  ELLIP HEIGHT-          40.09  (meters)          (07/29/02) GPS OBS
 AA7061  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 AA7061
 AA7061  HORZ ORDER  -  FIRST
 AA7061  ELLP ORDER  -  FOURTH    CLASS I
 AA7061
 AA7061.The horizontal coordinates were established by GPS observations
 AA7061.and adjusted by the National Geodetic Survey in July 1995..
 AA7061
 AA7061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7061
 AA7061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7061
 AA7061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7061
 AA7061.The ellipsoidal height was determined by GPS observations
 AA7061.and is referenced to NAD 83.
 AA7061
 AA7061.The geoid height was determined by GEOID03.
 AA7061
 AA7061;                    North         East     Units Scale Factor Converg.
 AA7061;SPC AL W     -   280,285.166   622,248.178   MT  0.99993943   +0 07 38.4
 AA7061;UTM  16      - 3,598,982.888   475,285.622   MT  0.99960753   -0 08 29.4
 AA7061
 AA7061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7061!SPC AL W     -   0.99999371  x   0.99993943  =   0.99993314
 AA7061!UTM  16      -   0.99999371  x   0.99960753  =   0.99960124
 AA7061
 AA7061:                Primary Azimuth Mark                     Grid Az
 AA7061:SPC AL W     -  53 11                                    270 45 38.4
 AA7061:UTM  16      -  53 11                                    271 01 46.2
 AA7061
 AA7061|---------------------------------------------------------------------|
 AA7061| PID    Reference Object                     Distance      Geod. Az  |
 AA7061|                                                           dddmmss.s |
 AA7061| AA7060 53 11                               493.159 METERS 2705316.8 |
 AA7061|---------------------------------------------------------------------|
 AA7061
 AA7061                          SUPERSEDED SURVEY CONTROL
 AA7061
 AA7061  ELLIP H (07/21/95)   40.15   (m)                       GP(       ) 3 2
 AA7061  NGVD 29 (07/21/95)   68.9    (m)          226.     (f) GPS OBS        
 AA7061
 AA7061.Superseded values are not recommended for survey control.
 AA7061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7061.See file dsdata.txt to determine how the superseded data were derived.
 AA7061
 AA7061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7528698983(NAD 83)
 AA7061_MARKER: DD = SURVEY DISK
 AA7061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7061_STAMPING: 53-12 1994
 AA7061_MARK LOGO: ALHD  
 AA7061_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7061+STABILITY: SURFACE MOTION
 AA7061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7061+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7061
 AA7061  HISTORY     - Date     Condition        Report By
 AA7061  HISTORY     - 1994     MONUMENTED       ALHD
 AA7061
 AA7061                          STATION DESCRIPTION
 AA7061
 AA7061'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7061'THE STATION IS IN PERRY COUNTY ON THE SOUTH RIGHT OF WAY OF PERRY
 AA7061'COUNTY ROAD NO 12 ABOUT 7.85 MI (12.63 KM) SOUTH-SOUTHEAST OF MARION
 AA7061'AND ABOUT 15.50 MI (24.94 KM) EAST-NORTHEAST OF UNIONTOWN. TO REACH
 AA7061'THE STATION FROM THE JUNCTION OF AL 5, AL 289, AND PERRY COUNTY ROAD
 AA7061'NO 45 (MILEPOST 61.26 ON AL 5 AND MILEPOST 0.00 ON AL 289)IN MARION,
 AA7061'DRIVE SOUTH AND SOUTHEAST ON PERRY COUNTY ROAD NO 45 FOR 7.60 MI
 AA7061'(12.23 KM) TO PERRY COUNTY ROAD NO 12 RIGHT. TURN RIGHT ON PERRY
 AA7061'COUNTY ROAD NO 12 AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO THE STATION
 AA7061'ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A FIVE STRAND
 AA7061'BARBED WIRE FENCE ON OLD WOOD POSTS, 28.3 FT (8.6 M) SOUTH OF THE
 AA7061'CENTERLINE OF PERRY COUNTY ROAD NO 12, 114.4 FT (34.9 M)
 AA7061'EAST-SOUTHEAST OF THE EAST POST OF A RUSTY METAL GATE LEADING INTO A
 AA7061'PASTURE ACROSS THE ROAD, 116.0 FT (35.4 M) NORTHWEST OF A POWER POLE
 AA7061'IN A PASTURE, 126.0 FT (38.4 M) EAST-SOUTHEAST OF THE NORTH POST OF A
 AA7061'RUSTY METAL GATE LEADING INTO A PASTURE ACROSS THE ROAD, 3.0 FT (0.9
 AA7061'M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7061'STATION 53-11 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7062 ***********************************************************************
 AA7062  DESIGNATION -  53 13
 AA7062  PID         -  AA7062
 AA7062  STATE/COUNTY-  AL/PERRY
 AA7062  USGS QUAD   -  SUTTLE (1987)
 AA7062
 AA7062                         *CURRENT SURVEY CONTROL
 AA7062  ___________________________________________________________________
 AA7062* NAD 83(1992)-  32 31 18.95315(N)    087 10 27.38763(W)     ADJUSTED  
 AA7062* NAVD 88     -        40.5    (meters)     133.     (feet)  VERTCON   
 AA7062  ___________________________________________________________________
 AA7062  X           -     265,380.953 (meters)                     COMP
 AA7062  Y           -  -5,376,629.088 (meters)                     COMP
 AA7062  Z           -   3,409,380.445 (meters)                     COMP
 AA7062  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AA7062  ELLIP HEIGHT-          11.74  (meters)          (07/29/02) GPS OBS
 AA7062  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AA7062
 AA7062  HORZ ORDER  -  FIRST
 AA7062  ELLP ORDER  -  FOURTH    CLASS I
 AA7062
 AA7062.The horizontal coordinates were established by GPS observations
 AA7062.and adjusted by the National Geodetic Survey in July 1995..
 AA7062
 AA7062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7062
 AA7062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7062
 AA7062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7062
 AA7062.The ellipsoidal height was determined by GPS observations
 AA7062.and is referenced to NAD 83.
 AA7062
 AA7062.The geoid height was determined by GEOID03.
 AA7062
 AA7062;                    North         East     Units Scale Factor Converg.
 AA7062;SPC AL W     -   279,644.862   630,601.241   MT  0.99994488   +0 10 30.4
 AA7062;UTM  16      - 3,598,303.626   483,632.777   MT  0.99960330   -0 05 37.3
 AA7062
 AA7062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7062!SPC AL W     -   0.99999816  x   0.99994488  =   0.99994304
 AA7062!UTM  16      -   0.99999816  x   0.99960330  =   0.99960146
 AA7062
 AA7062:                Primary Azimuth Mark                     Grid Az
 AA7062:SPC AL W     -  53 14                                    335 37 51.2
 AA7062:UTM  16      -  53 14                                    335 53 58.9
 AA7062
 AA7062|---------------------------------------------------------------------|
 AA7062| PID    Reference Object                     Distance      Geod. Az  |
 AA7062|                                                           dddmmss.s |
 AA7062| AA7063 53 14                               460.246 METERS 3354821.6 |
 AA7062|---------------------------------------------------------------------|
 AA7062
 AA7062                          SUPERSEDED SURVEY CONTROL
 AA7062
 AA7062  ELLIP H (07/21/95)   11.80   (m)                       GP(       ) 3 2
 AA7062  NGVD 29 (07/21/95)   40.4    (m)          133.     (f) GPS OBS        
 AA7062
 AA7062.Superseded values are not recommended for survey control.
 AA7062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7062.See file dsdata.txt to determine how the superseded data were derived.
 AA7062
 AA7062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8363398304(NAD 83)
 AA7062_MARKER: DD = SURVEY DISK
 AA7062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7062_STAMPING: 53-13 1994
 AA7062_MARK LOGO: ALHD  
 AA7062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7062+STABILITY: SURFACE MOTION
 AA7062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7062+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7062
 AA7062  HISTORY     - Date     Condition        Report By
 AA7062  HISTORY     - 1994     MONUMENTED       ALHD
 AA7062
 AA7062                          STATION DESCRIPTION
 AA7062
 AA7062'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7062'THE STATION IS IN PERRY COUNTY ON THE SOUTHWEST RIGHT OF WAY OF AL 14
 AA7062'ABOUT 11.25 MI (18.10 KM) SOUTHEAST OF MARION. TO REACH THE STATION
 AA7062'FROM THE JUNCTION OF U.S. 80 AND AL 14 WEST (MILEPOST 83.81 ON U.S. 80
 AA7062'AND MILEPOST 114.41 ON AL 14) JUST WEST OF SELMA, DRIVE NORTHWEST ON
 AA7062'AL 14 FOR 9.40 MI (15.13 KM) TO MILEPOST 105.00 AND THE STATION ON THE
 AA7062'LEFT. THE STATION IS 5.0 FT (1.5 M) EAST-NORTHEAST OF A SIX STRAND
 AA7062'BARBED WIRE FENCE ON TREATED WOOD POSTS, 49.0 FT (14.9 M)
 AA7062'SOUTH-SOUTHEAST OF THE SOUTH ONE OF THREE GAS LINE WARNING SIGNS, 56.4
 AA7062'FT (17.2 M) WEST-SOUTHWEST OF THE CENTERLINE OF AL 14, 60.0 FT (18.3
 AA7062'M) SOUTH-SOUTHEAST OF A POWER POLE, 115.3 FT (35.1 M) NORTHWEST OF
 AA7062'MILEPOST 105.00, 5.0 FT (1.5 M) NORTHEAST OF A CARSONITE WITNESS POST
 AA7062'AND SET FLUSH WITH THE GROUND. STATION 53-14 1994 MAY BE USED AS AN
 AA7062'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7063 ***********************************************************************
 AA7063  DESIGNATION -  53 14
 AA7063  PID         -  AA7063
 AA7063  STATE/COUNTY-  AL/PERRY
 AA7063  USGS QUAD   -  SUTTLE (1987)
 AA7063
 AA7063                         *CURRENT SURVEY CONTROL
 AA7063  ___________________________________________________________________
 AA7063* NAD 83(1992)-  32 31 32.58161(N)    087 10 34.61527(W)     ADJUSTED  
 AA7063* NAVD 88     -        41.0    (meters)     135.     (feet)  VERTCON   
 AA7063  ___________________________________________________________________
 AA7063  X           -     265,181.453 (meters)                     COMP
 AA7063  Y           -  -5,376,413.347 (meters)                     COMP
 AA7063  Z           -   3,409,734.681 (meters)                     COMP
 AA7063  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AA7063  ELLIP HEIGHT-          12.22  (meters)          (07/29/02) GPS OBS
 AA7063  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AA7063
 AA7063  HORZ ORDER  -  FIRST
 AA7063  ELLP ORDER  -  FOURTH    CLASS I
 AA7063
 AA7063.The horizontal coordinates were established by GPS observations
 AA7063.and adjusted by the National Geodetic Survey in July 1995..
 AA7063
 AA7063.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7063
 AA7063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7063
 AA7063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7063
 AA7063.The ellipsoidal height was determined by GPS observations
 AA7063.and is referenced to NAD 83.
 AA7063
 AA7063.The geoid height was determined by GEOID03.
 AA7063
 AA7063;                    North         East     Units Scale Factor Converg.
 AA7063;SPC AL W     -   280,064.079   630,411.348   MT  0.99994473   +0 10 26.6
 AA7063;UTM  16      - 3,598,723.587   483,444.917   MT  0.99960338   -0 05 41.2
 AA7063
 AA7063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7063!SPC AL W     -   0.99999808  x   0.99994473  =   0.99994281
 AA7063!UTM  16      -   0.99999808  x   0.99960338  =   0.99960146
 AA7063
 AA7063:                Primary Azimuth Mark                     Grid Az
 AA7063:SPC AL W     -  53 13                                    155 37 51.1
 AA7063:UTM  16      -  53 13                                    155 53 58.9
 AA7063
 AA7063|---------------------------------------------------------------------|
 AA7063| PID    Reference Object                     Distance      Geod. Az  |
 AA7063|                                                           dddmmss.s |
 AA7063| AA7062 53 13                               460.246 METERS 1554817.7 |
 AA7063|---------------------------------------------------------------------|
 AA7063
 AA7063                          SUPERSEDED SURVEY CONTROL
 AA7063
 AA7063  ELLIP H (07/21/95)   12.29   (m)                       GP(       ) 3 2
 AA7063  NGVD 29 (07/21/95)   40.9    (m)          134.     (f) GPS OBS        
 AA7063
 AA7063.Superseded values are not recommended for survey control.
 AA7063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7063.See file dsdata.txt to determine how the superseded data were derived.
 AA7063
 AA7063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA8344598724(NAD 83)
 AA7063_MARKER: DD = SURVEY DISK
 AA7063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7063_STAMPING: 53-14 1994
 AA7063_MARK LOGO: ALHD  
 AA7063_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7063+STABILITY: SURFACE MOTION
 AA7063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7063+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7063
 AA7063  HISTORY     - Date     Condition        Report By
 AA7063  HISTORY     - 1994     MONUMENTED       ALHD
 AA7063
 AA7063                          STATION DESCRIPTION
 AA7063
 AA7063'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7063'THE STATION IS IN PERRY COUNTY ON THE SOUTHWEST RIGHT OF WAY OF AL 14
 AA7063'ABOUT 10.95 MI (17.62 KM) SOUTHEAST OF MARION. TO REACH THE STATION
 AA7063'FROM THE JUNCTION OF U.S. 80 AND AL 14 WEST (MILEPOST 83.81 ON U.S. 80
 AA7063'AND MILEPOST 114.41 ON AL 14) JUST WEST OF SELMA, DRIVE NORTHWEST ON
 AA7063'AL 14 FOR 9.70 MI (15.61 KM) TO MILEPOST 104.70 AND THE STATION ON THE
 AA7063'LEFT. THE STATION IS 14.5 FT (4.4 M) EAST-NORTHEAST OF A FOUR STRAND
 AA7063'BARBED WIRE FENCE ON TREATED WOOD POSTS, 47.9 FT (14.6 M)
 AA7063'WEST-SOUTHWEST OF THE CENTERLINE OF AL 14, 81.8 FT (24.9 M)
 AA7063'NORTH-NORTHWEST OF A POWER POLE, 91.0 FT (27.7 M) NORTH-NORTHWEST OF
 AA7063'AN UNDERGROUND CABLE WARNING SIGN, 14.7 FT (4.5 M) NORTHEAST OF A
 AA7063'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-13
 AA7063'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7064 ***********************************************************************
 AA7064  DESIGNATION -  53 15
 AA7064  PID         -  AA7064
 AA7064  STATE/COUNTY-  AL/PERRY
 AA7064  USGS QUAD   -  BUCK CREEK (1987)
 AA7064
 AA7064                         *CURRENT SURVEY CONTROL
 AA7064  ___________________________________________________________________
 AA7064* NAD 83(1992)-  32 37 47.00039(N)    087 03 52.78114(W)     ADJUSTED  
 AA7064* NAVD 88     -       137.8    (meters)     452.     (feet)  VERTCON   
 AA7064  ___________________________________________________________________
 AA7064  X           -     275,341.136 (meters)                     COMP
 AA7064  Y           -  -5,369,765.756 (meters)                     COMP
 AA7064  Z           -   3,419,506.040 (meters)                     COMP
 AA7064  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA7064  ELLIP HEIGHT-         109.02  (meters)          (07/29/02) GPS OBS
 AA7064  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA7064
 AA7064  HORZ ORDER  -  FIRST
 AA7064  ELLP ORDER  -  FOURTH    CLASS I
 AA7064
 AA7064.The horizontal coordinates were established by GPS observations
 AA7064.and adjusted by the National Geodetic Survey in July 1995..
 AA7064
 AA7064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7064
 AA7064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7064
 AA7064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7064
 AA7064.The ellipsoidal height was determined by GPS observations
 AA7064.and is referenced to NAD 83.
 AA7064
 AA7064.The geoid height was determined by GEOID03.
 AA7064
 AA7064;                    North         East     Units Scale Factor Converg.
 AA7064;SPC AL W     -   291,634.662   640,850.317   MT  0.99995390   +0 14 05.1
 AA7064;UTM  16      - 3,610,240.988   493,934.494   MT  0.99960045   -0 02 05.5
 AA7064
 AA7064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7064!SPC AL W     -   0.99998288  x   0.99995390  =   0.99993678
 AA7064!UTM  16      -   0.99998288  x   0.99960045  =   0.99958334
 AA7064
 AA7064:                Primary Azimuth Mark                     Grid Az
 AA7064:SPC AL W     -  53 16                                    128 52 53.5
 AA7064:UTM  16      -  53 16                                    129 09 04.1
 AA7064
 AA7064|---------------------------------------------------------------------|
 AA7064| PID    Reference Object                     Distance      Geod. Az  |
 AA7064|                                                           dddmmss.s |
 AA7064| AA7065 53 16                               440.547 METERS 1290658.6 |
 AA7064|---------------------------------------------------------------------|
 AA7064
 AA7064                          SUPERSEDED SURVEY CONTROL
 AA7064
 AA7064  ELLIP H (07/21/95)  109.09   (m)                       GP(       ) 3 2
 AA7064  NGVD 29 (07/21/95)  137.8    (m)          452.     (f) GPS OBS        
 AA7064
 AA7064.Superseded values are not recommended for survey control.
 AA7064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7064.See file dsdata.txt to determine how the superseded data were derived.
 AA7064
 AA7064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9393410241(NAD 83)
 AA7064_MARKER: DD = SURVEY DISK
 AA7064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7064_STAMPING: 53-15 1994
 AA7064_MARK LOGO: ALHD  
 AA7064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7064+STABILITY: SURFACE MOTION
 AA7064_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7064+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7064
 AA7064  HISTORY     - Date     Condition        Report By
 AA7064  HISTORY     - 1994     MONUMENTED       ALHD
 AA7064
 AA7064                          STATION DESCRIPTION
 AA7064
 AA7064'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7064'THE STATION IS IN PERRY COUNTY ON THE NORTHWEST RIGHT OF WAY OF A
 AA7064'GRAVEL ROAD ABOUT 14.65 MI (23.58 KM) EAST OF MARION. TO REACH THE
 AA7064'STATION FROM THE JUNCTION OF U.S. 80 AND AL 14 WEST (MILEPOST 83.81 ON
 AA7064'U.S. 80 AND MILEPOST 114.41 ON AL 14) JUST WEST OF SELMA, DRIVE
 AA7064'NORTHWEST ON AL 14 FOR 3.05 MI (4.91 KM) TO MILEPOST 111.40 AND AL 219
 AA7064'NORTH TO THE RIGHT. TURN RIGHT ON AL 219 AND DRIVE NORTH TO MILEPOST
 AA7064'10.80 AND A GRAVEL ROAD RIGHT. TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 AA7064'EAST AND SOUTHEAST FOR 1.20 MI (1.93 KM) TO ANOTHER GRAVEL ROAD LEFT.
 AA7064'TURN LEFT ON THE GRAVEL ROAD AND DRIVE EAST AND NORTH FOR 2.00 MI
 AA7064'(3.22 KM) TO THE STATION ON THE LEFT. THE STATION IS 27.2 FT (8.3 M)
 AA7064'SOUTH OF THE CENTER OF A WOODS ROAD, 41.6 FT (12.7 M) WEST-SOUTHWEST
 AA7064'OF THE CENTER OF THE JUNCTION OF THE GRAVEL ROAD AND THE WOODS ROAD,
 AA7064'43.5 FT (13.3 M) WEST-NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 2.0
 AA7064'FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA7064'THE GROUND. STATION 53-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7064'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7065 ***********************************************************************
 AA7065  DESIGNATION -  53 16
 AA7065  PID         -  AA7065
 AA7065  STATE/COUNTY-  AL/PERRY
 AA7065  USGS QUAD   -  BUCK CREEK (1987)
 AA7065
 AA7065                         *CURRENT SURVEY CONTROL
 AA7065  ___________________________________________________________________
 AA7065* NAD 83(1992)-  32 37 37.97764(N)    087 03 39.66896(W)     ADJUSTED  
 AA7065* NAVD 88     -       133.3    (meters)     437.     (feet)  VERTCON   
 AA7065  ___________________________________________________________________
 AA7065  X           -     275,689.977 (meters)                     COMP
 AA7065  Y           -  -5,369,894.085 (meters)                     COMP
 AA7065  Z           -   3,419,269.501 (meters)                     COMP
 AA7065  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AA7065  ELLIP HEIGHT-         104.47  (meters)          (07/29/02) GPS OBS
 AA7065  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA7065
 AA7065  HORZ ORDER  -  FIRST
 AA7065  ELLP ORDER  -  FOURTH    CLASS I
 AA7065
 AA7065.The horizontal coordinates were established by GPS observations
 AA7065.and adjusted by the National Geodetic Survey in July 1995..
 AA7065
 AA7065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7065
 AA7065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7065
 AA7065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7065
 AA7065.The ellipsoidal height was determined by GPS observations
 AA7065.and is referenced to NAD 83.
 AA7065
 AA7065.The geoid height was determined by GEOID03.
 AA7065
 AA7065;                    North         East     Units Scale Factor Converg.
 AA7065;SPC AL W     -   291,358.138   641,193.244   MT  0.99995425   +0 14 12.1
 AA7065;UTM  16      - 3,609,962.952   494,275.994   MT  0.99960040   -0 01 58.4
 AA7065
 AA7065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7065!SPC AL W     -   0.99998360  x   0.99995425  =   0.99993785
 AA7065!UTM  16      -   0.99998360  x   0.99960040  =   0.99958400
 AA7065
 AA7065:                Primary Azimuth Mark                     Grid Az
 AA7065:SPC AL W     -  53 15                                    308 52 53.6
 AA7065:UTM  16      -  53 15                                    309 09 04.1
 AA7065
 AA7065|---------------------------------------------------------------------|
 AA7065| PID    Reference Object                     Distance      Geod. Az  |
 AA7065|                                                           dddmmss.s |
 AA7065| AA7064 53 15                               440.547 METERS 3090705.7 |
 AA7065|---------------------------------------------------------------------|
 AA7065
 AA7065                          SUPERSEDED SURVEY CONTROL
 AA7065
 AA7065  ELLIP H (07/21/95)  104.54   (m)                       GP(       ) 3 2
 AA7065  NGVD 29 (07/21/95)  133.2    (m)          437.     (f) GPS OBS        
 AA7065
 AA7065.Superseded values are not recommended for survey control.
 AA7065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7065.See file dsdata.txt to determine how the superseded data were derived.
 AA7065
 AA7065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9427609963(NAD 83)
 AA7065_MARKER: DD = SURVEY DISK
 AA7065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7065_STAMPING: 53-16 1994
 AA7065_MARK LOGO: ALHD  
 AA7065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7065+STABILITY: SURFACE MOTION
 AA7065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7065+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7065
 AA7065  HISTORY     - Date     Condition        Report By
 AA7065  HISTORY     - 1994     MONUMENTED       ALHD
 AA7065
 AA7065                          STATION DESCRIPTION
 AA7065
 AA7065'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7065'THE STATION IS IN PERRY COUNTY ABOUT 75.0 FT (22.9 M) OFF THE RIGHT OF
 AA7065'WAY OF A GRAVEL ROAD ABOUT 14.95 MI (24.06 KM) EAST OF MARION. TO
 AA7065'REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND AL 14 WEST
 AA7065'(MILEPOST 83.81 ON U.S. 80 AND MILEPOST 114.41 ON AL 14) JUST WEST OF
 AA7065'SELMA, DRIVE NORTHWEST ON AL 14 FOR 3.05 MI (4.91 KM) TO MILEPOST
 AA7065'111.40 AND AL 219 NORTH TO THE RIGHT. TURN RIGHT ON AL 219 AND DRIVE
 AA7065'NORTH TO MILEPOST 10.80 AND A GRAVEL ROAD RIGHT. TURN RIGHT ON THE
 AA7065'GRAVEL ROAD AND DRIVE EAST AND SOUTHEAST FOR 1.20 MI (1.93 KM) TO
 AA7065'ANOTHER GRAVEL ROAD TO THE LEFT. TURN LEFT ON THE GRAVEL ROAD AND
 AA7065'DRIVE EAST AND NORTH FOR 2.10 MI (3.38 KM) TO A REVERSE Y-INTERSECTION
 AA7065'WITH A GRAVEL ROAD LEFT AND RIGHT. TURN RIGHT ON THE GRAVEL ROAD AND
 AA7065'DRIVE SOUTHEAST FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT. THE
 AA7065'STATION IS 56.4 FT (17.2 M) WEST-SOUTHWEST OF A NO HUNTING SIGN, 93.5
 AA7065'FT (28.5 M) SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 123.0 FT (37.5
 AA7065'M) WEST OF THE CENTER OF A WOODS ROAD ACROSS THE GRAVEL ROAD, 2.1 FT
 AA7065'(0.6 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7065'GROUND. STATION 53-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7066 ***********************************************************************
 AA7066  DESIGNATION -  53 17
 AA7066  PID         -  AA7066
 AA7066  STATE/COUNTY-  AL/PERRY
 AA7066  USGS QUAD   -  SPROTT (1987)
 AA7066
 AA7066                         *CURRENT SURVEY CONTROL
 AA7066  ___________________________________________________________________
 AA7066* NAD 83(1992)-  32 37 53.53280(N)    087 09 22.45254(W)     ADJUSTED  
 AA7066* NAVD 88     -        67.1    (meters)     220.     (feet)  VERTCON   
 AA7066  ___________________________________________________________________
 AA7066  X           -     266,749.992 (meters)                     COMP
 AA7066  Y           -  -5,370,031.045 (meters)                     COMP
 AA7066  Z           -   3,419,637.334 (meters)                     COMP
 AA7066  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 AA7066  ELLIP HEIGHT-          38.22  (meters)          (07/29/02) GPS OBS
 AA7066  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA7066
 AA7066  HORZ ORDER  -  FIRST
 AA7066  ELLP ORDER  -  FOURTH    CLASS I
 AA7066
 AA7066.The horizontal coordinates were established by GPS observations
 AA7066.and adjusted by the National Geodetic Survey in July 1995..
 AA7066
 AA7066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7066
 AA7066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7066
 AA7066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7066
 AA7066.The ellipsoidal height was determined by GPS observations
 AA7066.and is referenced to NAD 83.
 AA7066
 AA7066.The geoid height was determined by GEOID03.
 AA7066
 AA7066;                    North         East     Units Scale Factor Converg.
 AA7066;SPC AL W     -   291,804.378   632,256.573   MT  0.99994616   +0 11 07.3
 AA7066;UTM  16      - 3,610,451.068   485,344.637   MT  0.99960265   -0 05 03.3
 AA7066
 AA7066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7066!SPC AL W     -   0.99999400  x   0.99994616  =   0.99994016
 AA7066!UTM  16      -   0.99999400  x   0.99960265  =   0.99959665
 AA7066
 AA7066:                Primary Azimuth Mark                     Grid Az
 AA7066:SPC AL W     -  53 18                                    356 56 25.2
 AA7066:UTM  16      -  53 18                                    357 12 35.8
 AA7066
 AA7066|---------------------------------------------------------------------|
 AA7066| PID    Reference Object                     Distance      Geod. Az  |
 AA7066|                                                           dddmmss.s |
 AA7066| AA7067 53 18                               APPROX. 0.6 KM 3570732.5 |
 AA7066|---------------------------------------------------------------------|
 AA7066
 AA7066                          SUPERSEDED SURVEY CONTROL
 AA7066
 AA7066  ELLIP H (07/21/95)   38.28   (m)                       GP(       ) 3 2
 AA7066  NGVD 29 (07/21/95)   67.1    (m)          220.     (f) GPS OBS        
 AA7066
 AA7066.Superseded values are not recommended for survey control.
 AA7066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7066.See file dsdata.txt to determine how the superseded data were derived.
 AA7066
 AA7066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8534510451(NAD 83)
 AA7066_MARKER: DD = SURVEY DISK
 AA7066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7066_STAMPING: 53-17 1994
 AA7066_MARK LOGO: ALHD  
 AA7066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7066+STABILITY: SURFACE MOTION
 AA7066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7066+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7066
 AA7066  HISTORY     - Date     Condition        Report By
 AA7066  HISTORY     - 1994     MONUMENTED       ALHD
 AA7066
 AA7066                          STATION DESCRIPTION
 AA7066
 AA7066'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7066'THE STATION IS IN PERRY COUNTY ON THE WEST RIGHT OF WAY OF PERRY
 AA7066'COUNTY ROAD NO 10 ABOUT 9.40 MI (15.13 KM) EAST OF MARION. TO REACH
 AA7066'THE STATION FROM THE JUNCTION OF U.S. 80 AND AL 14 WEST (MILEPOST
 AA7066'83.81 ON U.S. 80 AND MILEPOST 114.41 ON AL 14) JUST WEST OF SELMA,
 AA7066'DRIVE NORTHWEST AND NORTH ON AL 14 FOR 15.40 MI (24.78 KM) TO MILEPOST
 AA7066'99.00 AND PERRY COUNTY ROAD NO 10 RIGHT. TURN RIGHT ON PERRY COUNTY
 AA7066'ROAD NO 10 AND DRIVE EAST AND NORTHEAST FOR 4.15 MI (6.68 KM) TO THE
 AA7066'STATION ON THE LEFT. THE STATION IS 3.6 FT (1.1 M) SOUTHEAST OF
 AA7066'TELEPHONE CABLE PEDESTAL NO 20 N 4, 4.1 FT (1.2 M) SOUTHEAST OF AN
 AA7066'UNDERGROUND CABLE WARNING SIGN, 24.8 FT (7.6 M) NORTH OF THE CENTER OF
 AA7066'A GRAVEL ROAD, 25.8 FT (7.9 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 AA7066'PERRY COUNTY ROAD NO 10, 56.0 FT (17.1 M) WEST OF A BLACK METAL
 AA7066'MAILBOX ON A CONCRETE POST, 2.2 FT (0.7 M) EAST OF A CARSONITE WITNESS
 AA7066'POST AND SET FLUSH WITH THE GROUND. STATION 53-18 1994 MAY BE USED AS
 AA7066'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7067 ***********************************************************************
 AA7067  DESIGNATION -  53 18
 AA7067  PID         -  AA7067
 AA7067  STATE/COUNTY-  AL/PERRY
 AA7067  USGS QUAD   -  SPROTT (1987)
 AA7067
 AA7067                         *CURRENT SURVEY CONTROL
 AA7067  ___________________________________________________________________
 AA7067* NAD 83(1992)-  32 38 12.06287(N)    087 09 23.55209(W)     ADJUSTED  
 AA7067* NAVD 88     -        69.8    (meters)     229.     (feet)  VERTCON   
 AA7067  ___________________________________________________________________
 AA7067  X           -     266,706.206 (meters)                     COMP
 AA7067  Y           -  -5,369,727.238 (meters)                     COMP
 AA7067  Z           -   3,420,119.465 (meters)                     COMP
 AA7067  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA7067  ELLIP HEIGHT-          40.86  (meters)          (07/29/02) GPS OBS
 AA7067  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA7067
 AA7067  HORZ ORDER  -  FIRST
 AA7067  ELLP ORDER  -  FOURTH    CLASS I
 AA7067
 AA7067.The horizontal coordinates were established by GPS observations
 AA7067.and adjusted by the National Geodetic Survey in July 1995..
 AA7067
 AA7067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7067
 AA7067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7067
 AA7067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7067
 AA7067.The ellipsoidal height was determined by GPS observations
 AA7067.and is referenced to NAD 83.
 AA7067
 AA7067.The geoid height was determined by GEOID03.
 AA7067
 AA7067;                    North         East     Units Scale Factor Converg.
 AA7067;SPC AL W     -   292,375.070   632,226.068   MT  0.99994613   +0 11 06.8
 AA7067;UTM  16      - 3,611,021.701   485,316.828   MT  0.99960266   -0 05 03.9
 AA7067
 AA7067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7067!SPC AL W     -   0.99999358  x   0.99994613  =   0.99993972
 AA7067!UTM  16      -   0.99999358  x   0.99960266  =   0.99959625
 AA7067
 AA7067:                Primary Azimuth Mark                     Grid Az
 AA7067:SPC AL W     -  53 17                                    176 56 25.1
 AA7067:UTM  16      -  53 17                                    177 12 35.8
 AA7067
 AA7067|---------------------------------------------------------------------|
 AA7067| PID    Reference Object                     Distance      Geod. Az  |
 AA7067|                                                           dddmmss.s |
 AA7067| AA7066 53 17                               APPROX. 0.6 KM 1770731.9 |
 AA7067|---------------------------------------------------------------------|
 AA7067
 AA7067                          SUPERSEDED SURVEY CONTROL
 AA7067
 AA7067  ELLIP H (07/21/95)   40.92   (m)                       GP(       ) 3 2
 AA7067  NGVD 29 (07/21/95)   69.7    (m)          229.     (f) GPS OBS        
 AA7067
 AA7067.Superseded values are not recommended for survey control.
 AA7067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7067.See file dsdata.txt to determine how the superseded data were derived.
 AA7067
 AA7067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8531711022(NAD 83)
 AA7067_MARKER: DD = SURVEY DISK
 AA7067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7067_STAMPING: 53-18 1994
 AA7067_MARK LOGO: ALHD  
 AA7067_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7067+STABILITY: SURFACE MOTION
 AA7067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7067+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7067
 AA7067  HISTORY     - Date     Condition        Report By
 AA7067  HISTORY     - 1994     MONUMENTED       ALHD
 AA7067
 AA7067                          STATION DESCRIPTION
 AA7067
 AA7067'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7067'THE STATION IS IN PERRY COUNTY ON THE EAST RIGHT OF WAY OF PERRY
 AA7067'COUNTY ROAD NO 10 ABOUT 9.40 MI (15.13 KM) EAST OF MARION. TO REACH
 AA7067'THE STATION FROM THE JUNCTION OF U.S. 80 AND AL 14 WEST (MILEPOST
 AA7067'83.81 ON U.S. 80 AND MILEPOST 114.41 ON AL 14) JUST WEST OF SELMA,
 AA7067'DRIVE NORTHWEST AND NORTH FOR 15.40 MI (24.78 KM) TO MILEPOST 99.00
 AA7067'AND PERRY COUNTY ROAD NO 10 RIGHT. TURN RIGHT ON PERRY COUNTY ROAD NO
 AA7067'10 AND DRIVE EAST AND NORTHEAST FOR 4.50 MI (7.24 KM) TO THE STATION
 AA7067'ON THE RIGHT. THE STATION IS 26.2 FT (8.0 M) EAST OF THE CENTERLINE OF
 AA7067'PERRY COUNTY ROAD NO 10, 36.0 FT (11.0 M) EAST OF THE CENTER OF A
 AA7067'GRAVEL DRIVEWAY ACROSS THE ROAD, 61.2 FT (18.7 M) NORTH OF A JUNCTION
 AA7067'POWER POLE WITH ONE GUY WIRE, 2.1 FT (0.6 M) WEST OF A CARSONITE
 AA7067'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-17 1994 MAY BE
 AA7067'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7068 ***********************************************************************
 AA7068  DESIGNATION -  53 19
 AA7068  PID         -  AA7068
 AA7068  STATE/COUNTY-  AL/PERRY
 AA7068  USGS QUAD   -  MARION NORTH (1983)
 AA7068
 AA7068                         *CURRENT SURVEY CONTROL
 AA7068  ___________________________________________________________________
 AA7068* NAD 83(1992)-  32 38 18.79626(N)    087 16 03.58795(W)     ADJUSTED  
 AA7068* NAVD 88     -       127.0    (meters)     417.     (feet)  VERTCON   
 AA7068  ___________________________________________________________________
 AA7068  X           -     256,288.470 (meters)                     COMP
 AA7068  Y           -  -5,370,170.743 (meters)                     COMP
 AA7068  Z           -   3,420,324.970 (meters)                     COMP
 AA7068  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AA7068  ELLIP HEIGHT-          98.03  (meters)          (07/29/02) GPS OBS
 AA7068  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AA7068
 AA7068  HORZ ORDER  -  FIRST
 AA7068  ELLP ORDER  -  FOURTH    CLASS I
 AA7068
 AA7068.The horizontal coordinates were established by GPS observations
 AA7068.and adjusted by the National Geodetic Survey in July 1995..
 AA7068
 AA7068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7068
 AA7068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7068
 AA7068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7068
 AA7068.The ellipsoidal height was determined by GPS observations
 AA7068.and is referenced to NAD 83.
 AA7068
 AA7068.The geoid height was determined by GEOID03.
 AA7068
 AA7068;                    North         East     Units Scale Factor Converg.
 AA7068;SPC AL W     -   292,554.225   621,799.279   MT  0.99993919   +0 07 31.1
 AA7068;UTM  16      - 3,611,249.850   474,894.517   MT  0.99960777   -0 08 39.7
 AA7068
 AA7068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7068!SPC AL W     -   0.99998461  x   0.99993919  =   0.99992380
 AA7068!UTM  16      -   0.99998461  x   0.99960777  =   0.99959238
 AA7068
 AA7068:                Primary Azimuth Mark                     Grid Az
 AA7068:SPC AL W     -  53 20                                    003 37 40.3
 AA7068:UTM  16      -  53 20                                    003 53 51.1
 AA7068
 AA7068|---------------------------------------------------------------------|
 AA7068| PID    Reference Object                     Distance      Geod. Az  |
 AA7068|                                                           dddmmss.s |
 AA7068| AA7069 53 20                               423.572 METERS 0034511.4 |
 AA7068|---------------------------------------------------------------------|
 AA7068
 AA7068                          SUPERSEDED SURVEY CONTROL
 AA7068
 AA7068  ELLIP H (07/21/95)   98.09   (m)                       GP(       ) 3 2
 AA7068  NGVD 29 (07/21/95)  127.0    (m)          417.     (f) GPS OBS        
 AA7068
 AA7068.Superseded values are not recommended for survey control.
 AA7068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7068.See file dsdata.txt to determine how the superseded data were derived.
 AA7068
 AA7068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7489511250(NAD 83)
 AA7068_MARKER: DD = SURVEY DISK
 AA7068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7068_STAMPING: 53-19 1994
 AA7068_MARK LOGO: ALHD  
 AA7068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7068+STABILITY: SURFACE MOTION
 AA7068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7068+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7068
 AA7068  HISTORY     - Date     Condition        Report By
 AA7068  HISTORY     - 1994     MONUMENTED       ALHD
 AA7068
 AA7068                          STATION DESCRIPTION
 AA7068
 AA7068'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7068'THE STATION IS IN PERRY COUNTY ON THE WEST RIGHT OF WAY OF A PAVED
 AA7068'COUNTY ROAD ABOUT 2.90 MI (4.67 KM) EAST OF MARION AND ABOUT 19.25 MI
 AA7068'(30.98 KM) NORTHEAST OF UNIONTOWN. TO REACH THE STATION FROM THE
 AA7068'JUNCTION OF AL 5 AND AL 183 NORTH (MILEPOST 63.18 ON AL 5 AND MILEPOST
 AA7068'21.45 ON AL 183) IN MARION, DRIVE NORTHEAST ON AL 183 FOR 0.95 MI
 AA7068'(1.53 KM) TO MILEPOST 22.40 AND A PAVED COUNTY ROAD RIGHT. TURN RIGHT
 AA7068'ON THE PAVED COUNTY ROAD AND DRIVE EAST AND SOUTH FOR 1.40 MI (2.25
 AA7068'KM) TO THE STATION ON THE RIGHT. THE STATION IS 19.0 FT (5.8 M)
 AA7068'NORTHWEST OF A LARGE METAL MAILBOX ON A STEEL POST, 27.4 FT (8.4 M)
 AA7068'WEST OF THE CENTER OF THE PAVED COUNTY ROAD, 39.0 FT (11.9 M) WEST OF
 AA7068'THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE PAVED COUNTY ROAD, 109.5 FT
 AA7068'(33.4 M) SOUTH OF THE SOUTH END OF A FOURTEEN-INCH DRAINAGE PIPE UNDER
 AA7068'A GRAVEL DRIVEWAY, 119.0 FT (36.3 M) SOUTH OF THE CENTER OF A GRAVEL
 AA7068'DRIVEWAY LEADING TO A WOOD FRAME HOUSE WITH A TIN ROOF, 129.3 FT (39.4
 AA7068'M) SOUTH OF THE NORTH END OF A FOURTEEN-INCH DRAINAGE PIPE UNDER A
 AA7068'GRAVEL DRIVEWAY, 182.0 FT (55.5 M) SOUTH OF TELEPHONE CABLE PEDESTAL
 AA7068'NO 46 E 12, 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND SET
 AA7068'FLUSH WITH THE GROUND. STATION 53-20 1994 MAY BE USED AS AN AZIMUTH
 AA7068'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3171 ***********************************************************************
 CN3171  DESIGNATION -  53 2
 CN3171  PID         -  CN3171
 CN3171  STATE/COUNTY-  AL/PERRY
 CN3171  USGS QUAD   -  BUCK CREEK (1987)
 CN3171
 CN3171                         *CURRENT SURVEY CONTROL
 CN3171  ___________________________________________________________________
 CN3171* NAD 83(1992)-  32 41 45.56073(N)    087 05 59.97012(W)     ADJUSTED  
 CN3171* NAVD 88     -        78.3    (meters)     257.     (feet)  VERTCON   
 CN3171  ___________________________________________________________________
 CN3171  X           -     271,826.724 (meters)                     COMP
 CN3171  Y           -  -5,365,923.234 (meters)                     COMP
 CN3171  Z           -   3,425,660.655 (meters)                     COMP
 CN3171  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 CN3171  ELLIP HEIGHT-          49.36  (meters)          (07/29/02) GPS OBS
 CN3171  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CN3171
 CN3171  HORZ ORDER  -  FIRST
 CN3171  ELLP ORDER  -  FOURTH    CLASS I
 CN3171
 CN3171.The horizontal coordinates were established by GPS observations
 CN3171.and adjusted by the National Geodetic Survey in December 1992..
 CN3171
 CN3171.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3171
 CN3171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3171
 CN3171.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3171
 CN3171.The ellipsoidal height was determined by GPS observations
 CN3171.and is referenced to NAD 83.
 CN3171
 CN3171.The geoid height was determined by GEOID03.
 CN3171
 CN3171;                    North         East     Units Scale Factor Converg.
 CN3171;SPC AL W     -   298,970.099   637,507.363   MT  0.99995067   +0 12 57.9
 CN3171;UTM  16      - 3,617,589.504   490,627.288   MT  0.99960108   -0 03 14.4
 CN3171
 CN3171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3171!SPC AL W     -   0.99999225  x   0.99995067  =   0.99994292
 CN3171!UTM  16      -   0.99999225  x   0.99960108  =   0.99959333
 CN3171
 CN3171:                Primary Azimuth Mark                     Grid Az
 CN3171:SPC AL W     -  53 1                                     161 10 42.2
 CN3171:UTM  16      -  53 1                                     161 26 54.5
 CN3171
 CN3171|---------------------------------------------------------------------|
 CN3171| PID    Reference Object                     Distance      Geod. Az  |
 CN3171|                                                           dddmmss.s |
 CN3171| CN3170 53 1                                480.061 METERS 1612340.1 |
 CN3171|---------------------------------------------------------------------|
 CN3171
 CN3171                          SUPERSEDED SURVEY CONTROL
 CN3171
 CN3171  ELLIP H (12/04/92)   49.42   (m)                       GP(       ) 4 1
 CN3171  NAD 83(1986)-  32 41 45.56983(N)    087 05 59.97349(W) AD(       ) 1
 CN3171  NGVD 29 (12/04/92)   78.3    (m)          257.     (f) GPS OBS        
 CN3171
 CN3171.Superseded values are not recommended for survey control.
 CN3171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3171.See file dsdata.txt to determine how the superseded data were derived.
 CN3171
 CN3171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9062717590(NAD 83)
 CN3171_MARKER: DD = SURVEY DISK
 CN3171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3171_SP_SET: CONCRETE POST
 CN3171_STAMPING: 53-2 1991
 CN3171_MARK LOGO: ALHD  
 CN3171_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3171+STABILITY: SURFACE MOTION
 CN3171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3171+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3171
 CN3171  HISTORY     - Date     Condition        Report By
 CN3171  HISTORY     - 1991     MONUMENTED       ALHD
 CN3171
 CN3171                          STATION DESCRIPTION
 CN3171
 CN3171'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3171'THE STATION IS LOCATED IN PERRY COUNTY ON THE EAST RIGHT OF WAY OF ALA
 CN3171'219, ABOUT 21.89 KM (13.60 MI) EAST-NORTHEAST OF MARION AND ABOUT
 CN3171'27.68 KM (17.20 MI) SOUTH-SOUTHEAST OF CENTERVILLE.
 CN3171'TO REACH THE STATION FROM THE JUNCTION OF U. S. 80 AND ALA 14 WEST
 CN3171'(MILE POST 114.25 ON ALA 14) ON THE WEST SIDE OF SELMA, DRIVE
 CN3171'NORTHWEST ON ALA 14 4.59 KM (2.85 MI) TO MILE POST 111.40 AND ALA 219
 CN3171'NORTH ON THE RIGHT, TURN RIGHT ON ALA 219 AND DRIVE NORTH 25.99 KM
 CN3171'(16.15 MI) TO MILE POST 16.35 AND THE STATION ON THE RIGHT.
 CN3171'THE STATION IS LOCATED ON TOP OF A SMALL HILL, 0.91 M (2.99 FT) WEST-
 CN3171'SOUTHWEST OF A NEW FOUR STRAND BARBED WIRE FENCE ON STEEL POSTS, 1.01
 CN3171'M (3.31 FT) WEST-NORTHWEST OF THE NORTH ONE OF TWO CONNECTED WOOD
 CN3171'BRACE POSTS IN THE FENCE LINE, AND 14.48 M (47.51 FT) EAST-NORTHEAST
 CN3171'OF THE CENTERLINE OF ALA 219, AND 2.9 FT (0.9 M) WEST-SOUTHWEST OF A
 CN3171'CARSONITE WITNESS POST.
 CN3171'STATION 53-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7069 ***********************************************************************
 AA7069  DESIGNATION -  53 20
 AA7069  PID         -  AA7069
 AA7069  STATE/COUNTY-  AL/PERRY
 AA7069  USGS QUAD   -  MARION NORTH (1983)
 AA7069
 AA7069                         *CURRENT SURVEY CONTROL
 AA7069  ___________________________________________________________________
 AA7069* NAD 83(1992)-  32 38 32.51686(N)    087 16 02.52415(W)     ADJUSTED  
 AA7069* NAVD 88     -       109.8    (meters)     360.     (feet)  VERTCON   
 AA7069  ___________________________________________________________________
 AA7069  X           -     256,304.604 (meters)                     COMP
 AA7069  Y           -  -5,369,927.164 (meters)                     COMP
 AA7069  Z           -   3,420,671.562 (meters)                     COMP
 AA7069  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 AA7069  ELLIP HEIGHT-          80.74  (meters)          (07/29/02) GPS OBS
 AA7069  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AA7069
 AA7069  HORZ ORDER  -  FIRST
 AA7069  ELLP ORDER  -  FOURTH    CLASS I
 AA7069
 AA7069.The horizontal coordinates were established by GPS observations
 AA7069.and adjusted by the National Geodetic Survey in July 1995..
 AA7069
 AA7069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7069
 AA7069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7069
 AA7069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7069
 AA7069.The ellipsoidal height was determined by GPS observations
 AA7069.and is referenced to NAD 83.
 AA7069
 AA7069.The geoid height was determined by GEOID03.
 AA7069
 AA7069;                    North         East     Units Scale Factor Converg.
 AA7069;SPC AL W     -   292,976.922   621,826.080   MT  0.99993921   +0 07 31.7
 AA7069;UTM  16      - 3,611,672.277   474,923.297   MT  0.99960775   -0 08 39.2
 AA7069
 AA7069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7069!SPC AL W     -   0.99998732  x   0.99993921  =   0.99992653
 AA7069!UTM  16      -   0.99998732  x   0.99960775  =   0.99959508
 AA7069
 AA7069:                Primary Azimuth Mark                     Grid Az
 AA7069:SPC AL W     -  53 19                                    183 37 40.3
 AA7069:UTM  16      -  53 19                                    183 53 51.2
 AA7069
 AA7069|---------------------------------------------------------------------|
 AA7069| PID    Reference Object                     Distance      Geod. Az  |
 AA7069|                                                           dddmmss.s |
 AA7069| AA7068 53 19                               423.572 METERS 1834512.0 |
 AA7069|---------------------------------------------------------------------|
 AA7069
 AA7069                          SUPERSEDED SURVEY CONTROL
 AA7069
 AA7069  ELLIP H (07/21/95)   80.79   (m)                       GP(       ) 3 2
 AA7069  NGVD 29 (07/21/95)  109.7    (m)          360.     (f) GPS OBS        
 AA7069
 AA7069.Superseded values are not recommended for survey control.
 AA7069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7069.See file dsdata.txt to determine how the superseded data were derived.
 AA7069
 AA7069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7492311672(NAD 83)
 AA7069_MARKER: DD = SURVEY DISK
 AA7069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7069_STAMPING: 53-20 1994
 AA7069_MARK LOGO: ALHD  
 AA7069_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7069+STABILITY: SURFACE MOTION
 AA7069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7069+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7069
 AA7069  HISTORY     - Date     Condition        Report By
 AA7069  HISTORY     - 1994     MONUMENTED       ALHD
 AA7069
 AA7069                          STATION DESCRIPTION
 AA7069
 AA7069'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7069'THE STATION IS IN PERRY COUNTY ON THE EAST RIGHT OF WAY OF A PAVED
 AA7069'COUNTY ROAD ABOUT 3.05 MI (4.91 KM) EAST OF MARION AND ABOUT 19.50 MI
 AA7069'(31.38 KM) NORTHEAST OF UNIONTOWN. TO REACH THE STATION FROM THE
 AA7069'JUNCTION OF AL 5 AND AL 183 NORTH (MILEPOST 63.18 ON AL 5 AND MILEPOST
 AA7069'21.45 ON AL 183) IN MARION, DRIVE NORTHEAST ON AL 183 FOR 0.95 MI
 AA7069'(1.53 KM) TO MILEPOST 22.40 AND A PAVED COUNTY ROAD RIGHT. TURN RIGHT
 AA7069'ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 1.15 MI (1.85 KM) TO THE
 AA7069'STATION ON THE LEFT. THE STATION IS 36.2 FT (11.0 M) EAST OF THE
 AA7069'CENTER OF A PAVED COUNTY ROAD, 174.4 FT (53.2 M) SOUTH OF A POWER
 AA7069'POLE, 225.0 FT (68.6 M) SOUTH-SOUTHEAST OF A SILVER METAL MAILBOX ON A
 AA7069'TREATED WOOD POST ACROSS THE PAVED COUNTY ROAD, 226.4 FT (69.0 M)
 AA7069'SOUTH-SOUTHEAST OF A BLACK METAL MAILBOX ON A TEN-INCH WOOD POST
 AA7069'ACROSS THE PAVED COUNTY ROAD, 229.6 FT (70.0 M) SOUTH-SOUTHEAST OF THE
 AA7069'CENTER OF A GRAVEL ROAD, 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS
 AA7069'POST AND SET FLUSH WITH THE GROUND. STATION 53-19 1994 MAY BE USED AS
 AA7069'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7070 ***********************************************************************
 AA7070  DESIGNATION -  53 21
 AA7070  PID         -  AA7070
 AA7070  STATE/COUNTY-  AL/PERRY
 AA7070  USGS QUAD   -  SCOTT STATION (1979)
 AA7070
 AA7070                         *CURRENT SURVEY CONTROL
 AA7070  ___________________________________________________________________
 AA7070* NAD 83(1992)-  32 36 45.57340(N)    087 22 38.90745(W)     ADJUSTED  
 AA7070* NAVD 88     -        88.1    (meters)     289.     (feet)  VERTCON   
 AA7070  ___________________________________________________________________
 AA7070  X           -     246,065.076 (meters)                     COMP
 AA7070  Y           -  -5,372,165.949 (meters)                     COMP
 AA7070  Z           -   3,417,885.319 (meters)                     COMP
 AA7070  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AA7070  ELLIP HEIGHT-          59.04  (meters)          (07/29/02) GPS OBS
 AA7070  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA7070
 AA7070  HORZ ORDER  -  FIRST
 AA7070  ELLP ORDER  -  FOURTH    CLASS I
 AA7070
 AA7070.The horizontal coordinates were established by GPS observations
 AA7070.and adjusted by the National Geodetic Survey in July 1995..
 AA7070
 AA7070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7070
 AA7070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7070
 AA7070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7070
 AA7070.The ellipsoidal height was determined by GPS observations
 AA7070.and is referenced to NAD 83.
 AA7070
 AA7070.The geoid height was determined by GEOID03.
 AA7070
 AA7070;                    North         East     Units Scale Factor Converg.
 AA7070;SPC AL W     -   289,665.480   611,499.429   MT  0.99993496   +0 03 57.7
 AA7070;UTM  16      - 3,608,410.522   464,584.546   MT  0.99961547   -0 12 12.4
 AA7070
 AA7070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7070!SPC AL W     -   0.99999073  x   0.99993496  =   0.99992569
 AA7070!UTM  16      -   0.99999073  x   0.99961547  =   0.99960620
 AA7070
 AA7070:                Primary Azimuth Mark                     Grid Az
 AA7070:SPC AL W     -  53 22                                    089 34 53.8
 AA7070:UTM  16      -  53 22                                    089 51 03.9
 AA7070
 AA7070|---------------------------------------------------------------------|
 AA7070| PID    Reference Object                     Distance      Geod. Az  |
 AA7070|                                                           dddmmss.s |
 AA7070| AA7071 53 22                               433.784 METERS 0893851.5 |
 AA7070|---------------------------------------------------------------------|
 AA7070
 AA7070                          SUPERSEDED SURVEY CONTROL
 AA7070
 AA7070  ELLIP H (07/21/95)   59.09   (m)                       GP(       ) 3 2
 AA7070  NGVD 29 (07/21/95)   88.0    (m)          289.     (f) GPS OBS        
 AA7070
 AA7070.Superseded values are not recommended for survey control.
 AA7070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7070.See file dsdata.txt to determine how the superseded data were derived.
 AA7070
 AA7070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6458508411(NAD 83)
 AA7070_MARKER: DD = SURVEY DISK
 AA7070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7070_STAMPING: 53-21 1994
 AA7070_MARK LOGO: ALHD  
 AA7070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7070+STABILITY: SURFACE MOTION
 AA7070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7070+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7070
 AA7070  HISTORY     - Date     Condition        Report By
 AA7070  HISTORY     - 1994     MONUMENTED       ALHD
 AA7070
 AA7070                          STATION DESCRIPTION
 AA7070
 AA7070'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7070'THE STATION IS IN PERRY COUNTY ON THE SOUTH RIGHT OF WAY OF PERRY
 AA7070'COUNTY ROAD NO 20 ABOUT 3.70 MI (5.95 KM) WEST OF MARION AND ABOUT
 AA7070'13.65 MI (21.97 KM) NORTHEAST OF UNIONTOWN. TO REACH THE STATION FROM
 AA7070'THE JUNCTION OF AL 5 AND AL 289 NORTH (MILEPOST 61.26 ON AL 5 AND
 AA7070'MILEPOST 0.00 ON AL 289) IN MARION, DRIVE SOUTHWEST ON AL 5 TO
 AA7070'MILEPOST 59.65 AND PERRY COUNTY ROAD NO 33 RIGHT (PRIER DR). TURN
 AA7070'RIGHT ON PRIER DRIVE AND DRIVE NORTH FOR 0.35 MI (0.56 KM) TO PERRY
 AA7070'COUNTY ROAD NO 20 LEFT. TURN LEFT ON PERRY COUNTY ROAD NO 20 AND DRIVE
 AA7070'FOR 2.55 MI (4.10 KM) TO THE STATION ON THE LEFT. THE STATION IS 5.0
 AA7070'FT (1.5 M) NORTH OF A FOUR FOOT CHAIN LINK FENCE, 36.4 FT (11.1 M)
 AA7070'SOUTH OF THE CENTERLINE OF PERRY COUNTY ROAD 20, 83.4 FT (25.4 M)
 AA7070'SOUTH-SOUTHWEST OF AN UNDERGROUND CABLE WARNING SIGN ACROSS THE ROAD,
 AA7070'85.1 FT (25.9 M) SOUTH-SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 5.1
 AA7070'FT (1.6 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7070'GROUND. STATION 53-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7071 ***********************************************************************
 AA7071  DESIGNATION -  53 22
 AA7071  PID         -  AA7071
 AA7071  STATE/COUNTY-  AL/PERRY
 AA7071  USGS QUAD   -  MARION SOUTH (1979)
 AA7071
 AA7071                         *CURRENT SURVEY CONTROL
 AA7071  ___________________________________________________________________
 AA7071* NAD 83(1992)-  32 36 45.65969(N)    087 22 22.26989(W)     ADJUSTED  
 AA7071* NAVD 88     -        86.7    (meters)     284.     (feet)  VERTCON   
 AA7071  ___________________________________________________________________
 AA7071  X           -     246,498.283 (meters)                     COMP
 AA7071  Y           -  -5,372,143.517 (meters)                     COMP
 AA7071  Z           -   3,417,886.830 (meters)                     COMP
 AA7071  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AA7071  ELLIP HEIGHT-          57.69  (meters)          (07/29/02) GPS OBS
 AA7071  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA7071
 AA7071  HORZ ORDER  -  FIRST
 AA7071  ELLP ORDER  -  FOURTH    CLASS I
 AA7071
 AA7071.The horizontal coordinates were established by GPS observations
 AA7071.and adjusted by the National Geodetic Survey in July 1995..
 AA7071
 AA7071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7071
 AA7071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7071
 AA7071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7071
 AA7071.The ellipsoidal height was determined by GPS observations
 AA7071.and is referenced to NAD 83.
 AA7071
 AA7071.The geoid height was determined by GEOID03.
 AA7071
 AA7071;                    North         East     Units Scale Factor Converg.
 AA7071;SPC AL W     -   289,668.647   611,933.173   MT  0.99993509   +0 04 06.7
 AA7071;UTM  16      - 3,608,411.649   465,018.161   MT  0.99961509   -0 12 03.4
 AA7071
 AA7071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7071!SPC AL W     -   0.99999094  x   0.99993509  =   0.99992603
 AA7071!UTM  16      -   0.99999094  x   0.99961509  =   0.99960604
 AA7071
 AA7071:                Primary Azimuth Mark                     Grid Az
 AA7071:SPC AL W     -  53 21                                    269 34 53.8
 AA7071:UTM  16      -  53 21                                    269 51 03.9
 AA7071
 AA7071|---------------------------------------------------------------------|
 AA7071| PID    Reference Object                     Distance      Geod. Az  |
 AA7071|                                                           dddmmss.s |
 AA7071| AA7070 53 21                               433.784 METERS 2693900.5 |
 AA7071|---------------------------------------------------------------------|
 AA7071
 AA7071                          SUPERSEDED SURVEY CONTROL
 AA7071
 AA7071  ELLIP H (07/21/95)   57.74   (m)                       GP(       ) 3 2
 AA7071  NGVD 29 (07/21/95)   86.7    (m)          284.     (f) GPS OBS        
 AA7071
 AA7071.Superseded values are not recommended for survey control.
 AA7071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7071.See file dsdata.txt to determine how the superseded data were derived.
 AA7071
 AA7071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6501808412(NAD 83)
 AA7071_MARKER: DD = SURVEY DISK
 AA7071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7071_STAMPING: 53-22 1994
 AA7071_MARK LOGO: ALHD  
 AA7071_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7071+STABILITY: SURFACE MOTION
 AA7071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7071+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7071
 AA7071  HISTORY     - Date     Condition        Report By
 AA7071  HISTORY     - 1994     MONUMENTED       ALHD
 AA7071
 AA7071                          STATION DESCRIPTION
 AA7071
 AA7071'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7071'THE STATION IS IN PERRY COUNTY ON THE SOUTH RIGHT OF WAY OF PERRY
 AA7071'COUNTY ROAD NO 20 ABOUT 3.50 MI (5.63 KM) WEST OF MARION AND ABOUT
 AA7071'13.75 MI (22.13 KM) NORTHEAST OF UNIONTOWN. TO REACH THE STATION FROM
 AA7071'THE JUNCTION OF AL 5 AND AL 289 NORTH (MILEPOST 61.26 ON AL 5 AND
 AA7071'MILEPOST 0.00 ON AL 289) IN MARION, DRIVE SOUTHWEST ON AL 5 TO
 AA7071'MILEPOST 59.65 AND PERRY COUNTY ROAD NO 33 RIGHT (PRIER DR). TURN
 AA7071'RIGHT ON PRIER DR AND DRIVE NORTH FOR 0.35 MI (0.56 KM) TO PERRY
 AA7071'COUNTY ROAD NO 20 LEFT. TURN LEFT ON PERRY COUNTY ROAD NO 20 AND DRIVE
 AA7071'WEST FOR 2.30 MI (3.70 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA7071'3.0 FT (0.9 M) NORTH OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED
 AA7071'WIRE ON GREEN METAL POSTS WITH WHITE TOPS, 16.4 FT (5.0 M) WEST OF THE
 AA7071'WEST POST OF A RED METAL GATE LEADING TO A POND, 27.5 FT (8.4 M)
 AA7071'WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY AT A RED METAL GATE
 AA7071'LEADING TO A POND, 33.0 FT (10.1 M) WEST OF THE EAST POST OF A RED
 AA7071'METAL GATE LEADING TO A POND, 36.9 FT (11.2 M) SOUTH OF THE CENTERLINE
 AA7071'OF PERRY COUNTY ROAD NO 20, 2.9 FT (0.9 M) NORTH OF A CARSONITE
 AA7071'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-21 1994 MAY BE
 AA7071'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7072 ***********************************************************************
 AA7072  DESIGNATION -  53 23
 AA7072  PID         -  AA7072
 AA7072  STATE/COUNTY-  AL/PERRY
 AA7072  USGS QUAD   -  SCOTT STATION (1979)
 AA7072
 AA7072                         *CURRENT SURVEY CONTROL
 AA7072  ___________________________________________________________________
 AA7072* NAD 83(1992)-  32 37 16.57139(N)    087 29 57.91678(W)     ADJUSTED  
 AA7072* NAVD 88     -        64.5    (meters)     212.     (feet)  VERTCON   
 AA7072  ___________________________________________________________________
 AA7072  X           -     234,607.207 (meters)                     COMP
 AA7072  Y           -  -5,372,143.397 (meters)                     COMP
 AA7072  Z           -   3,418,676.885 (meters)                     COMP
 AA7072  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AA7072  ELLIP HEIGHT-          35.41  (meters)          (07/29/02) GPS OBS
 AA7072  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AA7072
 AA7072  HORZ ORDER  -  FIRST
 AA7072  ELLP ORDER  -  FOURTH    CLASS I
 AA7072
 AA7072.The horizontal coordinates were established by GPS observations
 AA7072.and adjusted by the National Geodetic Survey in July 1995..
 AA7072
 AA7072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7072
 AA7072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7072
 AA7072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7072
 AA7072.The ellipsoidal height was determined by GPS observations
 AA7072.and is referenced to NAD 83.
 AA7072
 AA7072.The geoid height was determined by GEOID03.
 AA7072
 AA7072;                    North         East     Units Scale Factor Converg.
 AA7072;SPC AL W     -   290,613.679   600,054.305   MT  0.99993333   +0 00 01.1
 AA7072;UTM  16      - 3,609,412.234   453,147.588   MT  0.99962707   -0 16 09.2
 AA7072
 AA7072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7072!SPC AL W     -   0.99999444  x   0.99993333  =   0.99992777
 AA7072!UTM  16      -   0.99999444  x   0.99962707  =   0.99962151
 AA7072
 AA7072|---------------------------------------------------------------------|
 AA7072| PID    Reference Object                     Distance      Geod. Az  |
 AA7072|                                                           dddmmss.s |
 AA7072| AA7073 53 24                               393.781 METERS 12256     |
 AA7072|---------------------------------------------------------------------|
 AA7072
 AA7072                          SUPERSEDED SURVEY CONTROL
 AA7072
 AA7072  ELLIP H (07/21/95)   35.46   (m)                       GP(       ) 3 2
 AA7072  NGVD 29 (07/21/95)   64.5    (m)          212.     (f) GPS OBS        
 AA7072
 AA7072.Superseded values are not recommended for survey control.
 AA7072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7072.See file dsdata.txt to determine how the superseded data were derived.
 AA7072
 AA7072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5314809412(NAD 83)
 AA7072_MARKER: DD = SURVEY DISK
 AA7072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7072_STAMPING: 53-23 1994
 AA7072_MARK LOGO: ALHD  
 AA7072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7072+STABILITY: SURFACE MOTION
 AA7072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7072+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7072
 AA7072  HISTORY     - Date     Condition        Report By
 AA7072  HISTORY     - 1994     MONUMENTED       ALHD
 AA7072
 AA7072                          STATION DESCRIPTION
 AA7072
 AA7072'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7072'THE STATION IS IN PERRY COUNTY ON THE EAST RIGHT OF WAY OF A PAVED
 AA7072'COUNTY ROAD ABOUT 10.50 MI (16.90 KM) WEST OF MARION AND ABOUT 11.75
 AA7072'MI (18.91 KM) NORTH OF UNIONTOWN. TO REACH THE STATION FROM THE
 AA7072'JUNCTION OF AL 5 AND AL 14 WEST (MILEPOST 64.15 ON AL 5 AND MILEPOST
 AA7072'88.49 ON AL 14) IN MARION, DRIVE WEST ON AL 14 FOR 4.50 MI (7.24 KM)
 AA7072'TO PERRY COUNTY ROAD NO 24 LEFT. TURN LEFT ON PERRY COUNTY ROAD NO 24
 AA7072'AND DRIVE WEST FOR 3.30 MI (5.31 KM) TO PERRY COUNTY ROAD NO 3 LEFT.
 AA7072'TURN LEFT ON PERRY COUNTY ROAD NO 3 AND DRIVE SOUTH FOR 0.85 MI (1.37
 AA7072'KM) TO PERRY COUNTY ROAD NO 48 RIGHT. TURN RIGHT ON PERRY COUNTY ROAD
 AA7072'NO 48 AND DRIVE WEST FOR 1.05 MI (1.69 KM) TO AN INTERSECTION WITH
 AA7072'PERRY COUNTY ROAD NO 23 LEFT AND RIGHT. CONTINUE WEST ON PERRY COUNTY
 AA7072'ROAD NO 48 FOR 3.55 MI (5.71 KM) TO A PAVED COUNTY ROAD RIGHT. TURN
 AA7072'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.15 MI (0.24 KM)
 AA7072'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST OF A
 AA7072'FIVE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 26.7 FT (8.1 M) EAST
 AA7072'OF THE CENTER OF A PAVED COUNTY ROAD, 48.5 FT (14.8 M) NORTH OF A
 AA7072'POWER POLE, 67.2 FT (20.5 M) SOUTH OF AN UNDERGROUND CABLE WARNING
 AA7072'SIGN, 67.7 FT (20.6 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO 18 N2,
 AA7072'68.2 FT (20.8 M) SOUTH OF A RUSTY METAL MAILBOX ON AN OLD WOOD POST,
 AA7072'82.1 FT (25.0 M) SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A
 AA7072'WOOD FRAME HOUSE WITH A TIN ROOF, 3.0 FT (0.9 M) WEST OF A CARSONITE
 AA7072'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-24 1994 MAY BE
 AA7072'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7073 ***********************************************************************
 AA7073  DESIGNATION -  53 24
 AA7073  PID         -  AA7073
 AA7073  STATE/COUNTY-  AL/PERRY
 AA7073  USGS QUAD   -  SCOTT STATION (1979)
 AA7073
 AA7073                         *CURRENT SURVEY CONTROL
 AA7073  ___________________________________________________________________
 AA7073* NAD 83(1992)-  32 37 09.62025(N)    087 29 45.24037(W)     ADJUSTED  
 AA7073* NAVD 88     -        60.4    (meters)     198.     (feet)  VERTCON   
 AA7073  ___________________________________________________________________
 AA7073  X           -     234,942.254 (meters)                     COMP
 AA7073  Y           -  -5,372,240.831 (meters)                     COMP
 AA7073  Z           -   3,418,494.315 (meters)                     COMP
 AA7073  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AA7073  ELLIP HEIGHT-          31.30  (meters)          (07/29/02) GPS OBS
 AA7073  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA7073
 AA7073  HORZ ORDER  -  FIRST
 AA7073  ELLP ORDER  -  FOURTH    CLASS I
 AA7073
 AA7073.The horizontal coordinates were established by GPS observations
 AA7073.and adjusted by the National Geodetic Survey in July 1995..
 AA7073
 AA7073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7073
 AA7073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7073
 AA7073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7073
 AA7073.The ellipsoidal height was determined by GPS observations
 AA7073.and is referenced to NAD 83.
 AA7073
 AA7073.The geoid height was determined by GEOID03.
 AA7073
 AA7073;                    North         East     Units Scale Factor Converg.
 AA7073;SPC AL W     -   290,399.572   600,384.760   MT  0.99993334   +0 00 08.0
 AA7073;UTM  16      - 3,609,196.640   453,476.931   MT  0.99962669   -0 16 02.4
 AA7073
 AA7073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7073!SPC AL W     -   0.99999509  x   0.99993334  =   0.99992843
 AA7073!UTM  16      -   0.99999509  x   0.99962669  =   0.99962178
 AA7073
 AA7073|---------------------------------------------------------------------|
 AA7073| PID    Reference Object                     Distance      Geod. Az  |
 AA7073|                                                           dddmmss.s |
 AA7073| AA7072 53 23                               393.781 METERS 30257     |
 AA7073|---------------------------------------------------------------------|
 AA7073
 AA7073                          SUPERSEDED SURVEY CONTROL
 AA7073
 AA7073  ELLIP H (07/21/95)   31.34   (m)                       GP(       ) 3 2
 AA7073  NGVD 29 (07/21/95)   60.3    (m)          198.     (f) GPS OBS        
 AA7073
 AA7073.Superseded values are not recommended for survey control.
 AA7073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7073.See file dsdata.txt to determine how the superseded data were derived.
 AA7073
 AA7073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5347709197(NAD 83)
 AA7073_MARKER: DD = SURVEY DISK
 AA7073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7073_STAMPING: 53-24 1994
 AA7073_MARK LOGO: ALHD  
 AA7073_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7073+STABILITY: SURFACE MOTION
 AA7073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7073+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7073
 AA7073  HISTORY     - Date     Condition        Report By
 AA7073  HISTORY     - 1994     MONUMENTED       ALHD
 AA7073
 AA7073                          STATION DESCRIPTION
 AA7073
 AA7073'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7073'THE STATION IS IN PERRY COUNTY ON THE SOUTH RIGHT OF WAY OF PERRY
 AA7073'COUNTY ROAD NO 48 ABOUT 10.35 MI (16.66 KM) WEST OF MARION AND ABOUT
 AA7073'11.60 MI (18.67 KM) NORTH OF UNIONTOWN. TO REACH THE STATION FROM THE
 AA7073'JUNCTION OF AL 5 AND AL 14 WEST (MILEPOST 64.15 ON AL 5 AND MILEPOST
 AA7073'88.49 ON AL 14) IN MARION, DRIVE WEST ON AL 14 FOR 4.50 MI (7.24 KM)
 AA7073'TO PERRY COUNTY ROAD NO 24 LEFT. TURN LEFT ON PERRY COUNTY ROAD NO 24
 AA7073'AND DRIVE WEST FOR 3.30 MI (5.31 KM) TO PERRY COUNTY ROAD NO 3 LEFT.
 AA7073'TURN LEFT ON PERRY COUNTY ROAD NO 3 AND DRIVE SOUTH FOR 0.85 MI (1.37
 AA7073'KM) TO PERRY COUNTY ROAD NO 48 RIGHT. TURN RIGHT ON PERRY COUNTY ROAD
 AA7073'NO 48 AND DRIVE WEST FOR 1.05 MI (1.69 KM) TO AN INTERSECTION WITH
 AA7073'PERRY COUNTY ROAD NO 23 LEFT AND RIGHT. CONTINUE WEST ON PERRY COUNTY
 AA7073'ROAD NO 48 FOR 3.35 MI (5.39 KM) TO THE STATION ON THE LEFT. THE
 AA7073'STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON
 AA7073'OLD TREATED WOOD POSTS, 37.9 FT (11.6 M) SOUTH OF THE CENTERLINE OF
 AA7073'PERRY COUNTY ROAD NO 48, 98.5 FT (30.0 M) SOUTHEAST OF A GRAPHIC
 AA7073'T-INTERSECTION SIGN ACROSS THE ROAD, 166.8 FT (50.8 M) EAST OF A
 AA7073'TELEPHONE CABLE PEDESTAL NO 45 E21, 167.1 FT (50.9 M) EAST OF AN
 AA7073'UNDERGROUND CABLE WARNING SIGN, 202.0 FT (61.6 M) WEST OF TELEPHONE
 AA7073'CABLE PEDESTAL NO 22, 202.8 FT (61.8 M) WEST OF A CABLE POLE, 2.8 FT
 AA7073'(0.9 M) NORTH OF A CARSONITE WITNESS POST AND SET 3.0 INCHES BELOW
 AA7073'GROUND SURFACE. STATION 53-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7073'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7074 ***********************************************************************
 AA7074  DESIGNATION -  53 25
 AA7074  PID         -  AA7074
 AA7074  STATE/COUNTY-  AL/PERRY
 AA7074  USGS QUAD   -  MARION NORTH (1983)
 AA7074
 AA7074                         *CURRENT SURVEY CONTROL
 AA7074  ___________________________________________________________________
 AA7074* NAD 83(1992)-  32 41 59.92121(N)    087 15 46.06007(W)     ADJUSTED  
 AA7074* NAVD 88     -        52.9    (meters)     174.     (feet)  VERTCON   
 AA7074  ___________________________________________________________________
 AA7074  X           -     256,566.236 (meters)                     COMP
 AA7074  Y           -  -5,366,413.777 (meters)                     COMP
 AA7074  Z           -   3,426,019.135 (meters)                     COMP
 AA7074  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AA7074  ELLIP HEIGHT-          23.82  (meters)          (07/29/02) GPS OBS
 AA7074  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA7074
 AA7074  HORZ ORDER  -  FIRST
 AA7074  ELLP ORDER  -  FOURTH    CLASS I
 AA7074
 AA7074.The horizontal coordinates were established by GPS observations
 AA7074.and adjusted by the National Geodetic Survey in July 1995..
 AA7074
 AA7074.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7074
 AA7074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7074
 AA7074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7074
 AA7074.The ellipsoidal height was determined by GPS observations
 AA7074.and is referenced to NAD 83.
 AA7074
 AA7074.The geoid height was determined by GEOID03.
 AA7074
 AA7074;                    North         East     Units Scale Factor Converg.
 AA7074;SPC AL W     -   299,366.595   622,240.885   MT  0.99993943   +0 07 41.3
 AA7074;UTM  16      - 3,618,057.806   475,368.051   MT  0.99960748   -0 08 31.1
 AA7074
 AA7074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7074!SPC AL W     -   0.99999626  x   0.99993943  =   0.99993569
 AA7074!UTM  16      -   0.99999626  x   0.99960748  =   0.99960374
 AA7074
 AA7074                          SUPERSEDED SURVEY CONTROL
 AA7074
 AA7074  ELLIP H (07/21/95)   23.87   (m)                       GP(       ) 3 2
 AA7074  NGVD 29 (07/21/95)   52.9    (m)          174.     (f) GPS OBS        
 AA7074
 AA7074.Superseded values are not recommended for survey control.
 AA7074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7074.See file dsdata.txt to determine how the superseded data were derived.
 AA7074
 AA7074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7536818058(NAD 83)
 AA7074_MARKER: DD = SURVEY DISK
 AA7074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7074_STAMPING: 53-25 1994
 AA7074_MARK LOGO: ALHD  
 AA7074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7074+STABILITY: SURFACE MOTION
 AA7074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7074+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7074
 AA7074  HISTORY     - Date     Condition        Report By
 AA7074  HISTORY     - 1994     MONUMENTED       ALHD
 AA7074
 AA7074                          STATION DESCRIPTION
 AA7074
 AA7074'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7074'THE STATION IS IN PERRY COUNTY ON THE NORTHEAST RIGHT OF WAY OF AL 175
 AA7074'ABOUT 5.65 MI (9.09 KM) NORTHEAST OF MARION. TO REACH THE STATION FROM
 AA7074'THE JUNCTION OF AL 14 AND AL 5 NORTH (MILEPOST 88.49 ON AL 14 AND
 AA7074'MILEPOST 64.15 ON AL 5) IN MARION, DRIVE NORTHEAST ON AL 14 FOR 2.95
 AA7074'MI (4.75 KM) TO MILEPOST 91.45 AND AL 175 LEFT. TURN LEFT ON AL 175
 AA7074'AND DRIVE NORTH FOR 2.45 MI (3.94 KM) TO MILEPOST 2.45 AND THE STATION
 AA7074'ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A FOUR STRAND
 AA7074'ELECTRIC FENCE ON RUSTY METAL POSTS, 39.2 FT (11.9 M) NORTHEAST OF THE
 AA7074'CENTERLINE OF AL 175, 44.2 FT (13.5 M) NORTHWEST OF THE SOUTHWEST
 AA7074'CORNER OF A FOUR STRAND ELECTRIC FENCE ON RUSTY METAL POSTS, 128.3 FT
 AA7074'(39.1 M) NORTH-NORTHWEST OF A CAHABA HUNTING CLUB SIGN, 132.0 FT (40.2
 AA7074'M) SOUTHEAST OF A METAL MAILBOX ON TWO SIX-INCH CRAESOTE POSTS, 171.6
 AA7074'FT (52.3 M) SOUTHEAST OF A POWER POLE, 3.2 FT (1.0 M) SOUTHWEST OF A
 AA7074'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-26
 AA7074'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7075 ***********************************************************************
 AA7075  DESIGNATION -  53 26
 AA7075  PID         -  AA7075
 AA7075  STATE/COUNTY-  AL/PERRY
 AA7075  USGS QUAD   -  MARION NORTH (1983)
 AA7075
 AA7075                         *CURRENT SURVEY CONTROL
 AA7075  ___________________________________________________________________
 AA7075* NAD 83(1992)-  32 42 13.83419(N)    087 16 02.38988(W)     ADJUSTED  
 AA7075* NAVD 88     -        53.3    (meters)     175.     (feet)  VERTCON   
 AA7075  ___________________________________________________________________
 AA7075  X           -     256,130.358 (meters)                     COMP
 AA7075  Y           -  -5,366,203.132 (meters)                     COMP
 AA7075  Z           -   3,426,380.022 (meters)                     COMP
 AA7075  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA7075  ELLIP HEIGHT-          24.24  (meters)          (07/29/02) GPS OBS
 AA7075  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA7075
 AA7075  HORZ ORDER  -  FIRST
 AA7075  ELLP ORDER  -  FOURTH    CLASS I
 AA7075
 AA7075.The horizontal coordinates were established by GPS observations
 AA7075.and adjusted by the National Geodetic Survey in July 1995..
 AA7075
 AA7075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7075
 AA7075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7075
 AA7075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7075
 AA7075.The ellipsoidal height was determined by GPS observations
 AA7075.and is referenced to NAD 83.
 AA7075
 AA7075.The geoid height was determined by GEOID03.
 AA7075
 AA7075;                    North         East     Units Scale Factor Converg.
 AA7075;SPC AL W     -   299,794.220   621,814.634   MT  0.99993920   +0 07 32.6
 AA7075;UTM  16      - 3,618,487.293   474,943.961   MT  0.99960774   -0 08 40.0
 AA7075
 AA7075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7075!SPC AL W     -   0.99999619  x   0.99993920  =   0.99993539
 AA7075!UTM  16      -   0.99999619  x   0.99960774  =   0.99960394
 AA7075
 AA7075                          SUPERSEDED SURVEY CONTROL
 AA7075
 AA7075  ELLIP H (07/21/95)   24.29   (m)                       GP(       ) 3 2
 AA7075  NGVD 29 (07/21/95)   53.3    (m)          175.     (f) GPS OBS        
 AA7075
 AA7075.Superseded values are not recommended for survey control.
 AA7075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7075.See file dsdata.txt to determine how the superseded data were derived.
 AA7075
 AA7075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7494418487(NAD 83)
 AA7075_MARKER: DD = SURVEY DISK
 AA7075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7075_STAMPING: 53-26 1994
 AA7075_MARK LOGO: ALHD  
 AA7075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7075+STABILITY: SURFACE MOTION
 AA7075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7075+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7075
 AA7075  HISTORY     - Date     Condition        Report By
 AA7075  HISTORY     - 1994     MONUMENTED       ALHD
 AA7075
 AA7075                          STATION DESCRIPTION
 AA7075
 AA7075'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7075'THE STATION IS IN PERRY COUNTY ON THE SOUTHWEST RIGHT OF WAY OF AL 175
 AA7075'ABOUT 5.65 MI (9.09 KM) NORTHEAST OF MARION. TO REACH THE STATION FROM
 AA7075'THE JUNCTION OF AL 14 AND AL 5 NORTH (MILEPOST 88.49 ON AL 14 AND
 AA7075'MILEPOST 64.15 ON AL 5) IN MARION, DRIVE NORTHEAST ON AL 14 FOR 2.95
 AA7075'MI (4.75 KM) TO MILEPOST 91.45 AND AL 175 LEFT. TURN LEFT ON AL 175
 AA7075'AND DRIVE NORTH AND NORTHWEST FOR 2.80 MI (4.51 KM) TO MILEPOST 2.80
 AA7075'AND THE STATION ON THE LEFT. THE STATION IS 28.6 FT (8.7 M) SOUTHWEST
 AA7075'OF THE CENTERLINE OF AL 175, 112.6 FT (34.3 M) SOUTHEAST OF TELEPHONE
 AA7075'CABLE PEDESTAL NO 28, 113.2 FT (34.5 M) SOUTHEAST OF A CABLE POLE WITH
 AA7075'TWO GUY WIRES, 132.1 FT (40.3 M) SOUTH-SOUTHEAST OF A BLACK METAL
 AA7075'MAILBOX ON A BROWN FOUR BY FOUR WOOD POST ACROSS AL 175, 151.5 FT
 AA7075'(46.2 M) SOUTH-SOUTHEAST OF A JUNCTION POWER POLE ACROSS AL 175, 2.1
 AA7075'FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA7075'THE GROUND. STATION 53-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7075'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7076 ***********************************************************************
 AA7076  DESIGNATION -  53 27
 AA7076  PID         -  AA7076
 AA7076  STATE/COUNTY-  AL/PERRY
 AA7076  USGS QUAD   -  SPROTT (1987)
 AA7076
 AA7076                         *CURRENT SURVEY CONTROL
 AA7076  ___________________________________________________________________
 AA7076* NAD 83(1992)-  32 42 59.38255(N)    087 11 43.00676(W)     ADJUSTED  
 AA7076* NAVD 88     -        69.1    (meters)     227.     (feet)  VERTCON   
 AA7076  ___________________________________________________________________
 AA7076  X           -     262,841.836 (meters)                     COMP
 AA7076  Y           -  -5,365,132.743 (meters)                     COMP
 AA7076  Z           -   3,427,569.184 (meters)                     COMP
 AA7076  LAPLACE CORR-           1.46  (seconds)                    DEFLEC99
 AA7076  ELLIP HEIGHT-          40.04  (meters)          (07/29/02) GPS OBS
 AA7076  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA7076
 AA7076  HORZ ORDER  -  FIRST
 AA7076  ELLP ORDER  -  FOURTH    CLASS I
 AA7076
 AA7076.The horizontal coordinates were established by GPS observations
 AA7076.and adjusted by the National Geodetic Survey in July 1995..
 AA7076
 AA7076.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7076
 AA7076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7076
 AA7076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7076
 AA7076.The ellipsoidal height was determined by GPS observations
 AA7076.and is referenced to NAD 83.
 AA7076
 AA7076.The geoid height was determined by GEOID03.
 AA7076
 AA7076;                    North         East     Units Scale Factor Converg.
 AA7076;SPC AL W     -   301,214.385   628,565.973   MT  0.99994339   +0 09 52.9
 AA7076;UTM  16      - 3,619,875.139   481,699.656   MT  0.99960413   -0 06 20.0
 AA7076
 AA7076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7076!SPC AL W     -   0.99999371  x   0.99994339  =   0.99993710
 AA7076!UTM  16      -   0.99999371  x   0.99960413  =   0.99959785
 AA7076
 AA7076                          SUPERSEDED SURVEY CONTROL
 AA7076
 AA7076  ELLIP H (07/21/95)   40.10   (m)                       GP(       ) 3 2
 AA7076  NGVD 29 (07/21/95)   69.0    (m)          226.     (f) GPS OBS        
 AA7076
 AA7076.Superseded values are not recommended for survey control.
 AA7076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7076.See file dsdata.txt to determine how the superseded data were derived.
 AA7076
 AA7076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8170019875(NAD 83)
 AA7076_MARKER: DD = SURVEY DISK
 AA7076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7076_STAMPING: 53-27 1994
 AA7076_MARK LOGO: ALHD  
 AA7076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7076+STABILITY: SURFACE MOTION
 AA7076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7076+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7076
 AA7076  HISTORY     - Date     Condition        Report By
 AA7076  HISTORY     - 1994     MONUMENTED       ALHD
 AA7076
 AA7076                          STATION DESCRIPTION
 AA7076
 AA7076'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7076'THE STATION IS IN PERRY COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL 183
 AA7076'ABOUT 9.20 MI (14.81 KM) NORTHEAST OF MARION. TO REACH THE STATION
 AA7076'FROM THE JUNCTION OF AL 14 AND AL 289 (MILEPOST 86.91 ON AL 14 AND
 AA7076'MILEPOST 1.17 ON AL 289) IN DOWNTOWN MARION, DRIVE EAST AND NORTHEAST
 AA7076'ON AL 14 FOR 6.85 MI (11.02 KM) TO MILEPOST 93.80 AND AL 183 NORTH TO
 AA7076'THE LEFT IN SPROTT. TURN LEFT ON AL 183 AND DRIVE NORTHEAST FOR 3.00
 AA7076'MI (4.83 KM) TO MILEPOST 29.85 AND THE STATION ON THE LEFT. THE
 AA7076'STATION IS 49.3 FT (15.0 M) WEST-NORTHWEST OF THE CENTERLINE OF AL
 AA7076'183, 135.2 FT (41.2 M) NORTH OF A PERRY COUNTY ROAD NO 9 RIGHT SIGN,
 AA7076'173.0 FT (52.7 M) NORTH-NORTHEAST OF A CABLE ROUTE SIGN ON A
 AA7076'THREE-INCH WOOD POST, 189.2 FT (57.7 M) NORTH OF AN AL 183 NORTH SIGN
 AA7076'ACROSS THE ROAD, 255.6 FT (77.9 M) NORTH-NORTHEAST OF TELEPHONE CABLE
 AA7076'PEDESTAL NO 27, 2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST
 AA7076'AND SET FLUSH WITH THE GROUND. STATION 53-28 1994 MAY BE USED AS AN
 AA7076'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7077 ***********************************************************************
 AA7077  DESIGNATION -  53 28
 AA7077  PID         -  AA7077
 AA7077  STATE/COUNTY-  AL/PERRY
 AA7077  USGS QUAD   -  SPROTT (1987)
 AA7077
 AA7077                         *CURRENT SURVEY CONTROL
 AA7077  ___________________________________________________________________
 AA7077* NAD 83(1992)-  32 43 22.76338(N)    087 11 23.74512(W)     ADJUSTED  
 AA7077* NAVD 88     -        63.4    (meters)     208.     (feet)  VERTCON   
 AA7077  ___________________________________________________________________
 AA7077  X           -     263,323.528 (meters)                     COMP
 AA7077  Y           -  -5,364,714.581 (meters)                     COMP
 AA7077  Z           -   3,428,172.108 (meters)                     COMP
 AA7077  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AA7077  ELLIP HEIGHT-          34.40  (meters)          (07/29/02) GPS OBS
 AA7077  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA7077
 AA7077  HORZ ORDER  -  FIRST
 AA7077  ELLP ORDER  -  FOURTH    CLASS I
 AA7077
 AA7077.The horizontal coordinates were established by GPS observations
 AA7077.and adjusted by the National Geodetic Survey in July 1995..
 AA7077
 AA7077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7077
 AA7077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7077
 AA7077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7077
 AA7077.The ellipsoidal height was determined by GPS observations
 AA7077.and is referenced to NAD 83.
 AA7077
 AA7077.The geoid height was determined by GEOID03.
 AA7077
 AA7077;                    North         East     Units Scale Factor Converg.
 AA7077;SPC AL W     -   301,936.052   629,065.446   MT  0.99994375   +0 10 03.4
 AA7077;UTM  16      - 3,620,594.197   482,202.356   MT  0.99960391   -0 06 09.6
 AA7077
 AA7077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7077!SPC AL W     -   0.99999460  x   0.99994375  =   0.99993835
 AA7077!UTM  16      -   0.99999460  x   0.99960391  =   0.99959851
 AA7077
 AA7077                          SUPERSEDED SURVEY CONTROL
 AA7077
 AA7077  ELLIP H (07/21/95)   34.46   (m)                       GP(       ) 3 2
 AA7077  NGVD 29 (07/21/95)   63.4    (m)          208.     (f) GPS OBS        
 AA7077
 AA7077.Superseded values are not recommended for survey control.
 AA7077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7077.See file dsdata.txt to determine how the superseded data were derived.
 AA7077
 AA7077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8220220594(NAD 83)
 AA7077_MARKER: DD = SURVEY DISK
 AA7077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7077_STAMPING: 53-28 1994
 AA7077_MARK LOGO: ALHD  
 AA7077_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7077+STABILITY: SURFACE MOTION
 AA7077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7077+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7077
 AA7077  HISTORY     - Date     Condition        Report By
 AA7077  HISTORY     - 1994     MONUMENTED       ALHD
 AA7077
 AA7077                          STATION DESCRIPTION
 AA7077
 AA7077'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7077'THE STATION IS IN PERRY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL 183
 AA7077'ABOUT 9.75 MI (15.69 KM) NORTHEAST OF MARION. TO REACH THE STATION
 AA7077'FROM THE JUNCTION OF AL 14 AND AL 289 (MILEPOST 86.91 ON AL 14 AND
 AA7077'MILEPOST 1.17 ON AL 289) IN DOWNTOWN MARION, DRIVE EAST AND NORTHEAST
 AA7077'ON AL 14 FOR 6.85 MI (11.02 KM) TO MILEPOST 93.80 AND AL 183 NORTH TO
 AA7077'THE LEFT. TURN LEFT ON AL 183 AND DRIVE NORTHEAST FOR 3.55 MI (5.71
 AA7077'KM) TO MILEPOST 30.40 AND THE STATION ON THE RIGHT. THE STATION IS 3.0
 AA7077'FT (0.9 M) NORTHWEST OF A THREE STRAND BARBED WIRE FENCE ON OLD
 AA7077'TREATED WOOD POSTS, 39.0 FT (11.9 M) EAST-NORTHEAST OF A JUNCTION
 AA7077'PERRY COUNTY ROAD NO 9 SIGN, 40.6 FT (12.4 M) EAST-NORTHEAST OF A
 AA7077'JUNCTION PERRY COUNTY ROAD NO 2 SIGN, 44.2 FT (13.5 M) SOUTHEAST OF
 AA7077'THE CENTERLINE OF AL 183, 107.9 FT (32.9 M) EAST OF A TELEPHONE CABLE
 AA7077'PEDESTAL NO 31 ACROSS THE ROAD, 3.2 FT (1.0 M) NORTHWEST OF A
 AA7077'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-27
 AA7077'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7078 ***********************************************************************
 AA7078  DESIGNATION -  53 29
 AA7078  PID         -  AA7078
 AA7078  STATE/COUNTY-  AL/PERRY
 AA7078  USGS QUAD   -  MARION NORTH (1983)
 AA7078
 AA7078                         *CURRENT SURVEY CONTROL
 AA7078  ___________________________________________________________________
 AA7078* NAD 83(1992)-  32 42 02.46283(N)    087 22 03.46262(W)     ADJUSTED  
 AA7078* NAVD 88     -       134.4    (meters)     441.     (feet)  VERTCON   
 AA7078  ___________________________________________________________________
 AA7078  X           -     246,748.094 (meters)                     COMP
 AA7078  Y           -  -5,366,900.430 (meters)                     COMP
 AA7078  Z           -   3,426,129.014 (meters)                     COMP
 AA7078  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AA7078  ELLIP HEIGHT-         105.25  (meters)          (07/29/02) GPS OBS
 AA7078  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA7078
 AA7078  HORZ ORDER  -  FIRST
 AA7078  ELLP ORDER  -  FOURTH    CLASS I
 AA7078
 AA7078.The horizontal coordinates were established by GPS observations
 AA7078.and adjusted by the National Geodetic Survey in July 1995..
 AA7078
 AA7078.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7078
 AA7078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7078
 AA7078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7078
 AA7078.The ellipsoidal height was determined by GPS observations
 AA7078.and is referenced to NAD 83.
 AA7078
 AA7078.The geoid height was determined by GEOID03.
 AA7078
 AA7078;                    North         East     Units Scale Factor Converg.
 AA7078;SPC AL W     -   299,427.759   612,411.319   MT  0.99993523   +0 04 17.4
 AA7078;UTM  16      - 3,618,165.276   465,542.089   MT  0.99961464   -0 11 55.0
 AA7078
 AA7078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7078!SPC AL W     -   0.99998348  x   0.99993523  =   0.99991871
 AA7078!UTM  16      -   0.99998348  x   0.99961464  =   0.99959812
 AA7078
 AA7078                          SUPERSEDED SURVEY CONTROL
 AA7078
 AA7078  ELLIP H (07/21/95)  105.30   (m)                       GP(       ) 3 2
 AA7078  NGVD 29 (07/21/95)  134.3    (m)          441.     (f) GPS OBS        
 AA7078
 AA7078.Superseded values are not recommended for survey control.
 AA7078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7078.See file dsdata.txt to determine how the superseded data were derived.
 AA7078
 AA7078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6554218165(NAD 83)
 AA7078_MARKER: DD = SURVEY DISK
 AA7078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7078_STAMPING: 53-29 1994
 AA7078_MARK LOGO: ALHD  
 AA7078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7078+STABILITY: SURFACE MOTION
 AA7078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7078+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7078
 AA7078  HISTORY     - Date     Condition        Report By
 AA7078  HISTORY     - 1994     MONUMENTED       ALHD
 AA7078
 AA7078                          STATION DESCRIPTION
 AA7078
 AA7078'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7078'THE STATION IS IN PERRY COUNTY IN A CLEARCUT AREA OWNED BY MR. CHARLES
 AA7078'HOLMES ABOUT 5.55 MI (8.93 KM) NORTHWEST OF MARION AND ABOUT 19.20 MI
 AA7078'(30.90 KM) NORTH-NORTHEAST OF UNIONTOWN. TO REACH THE STATION FROM THE
 AA7078'JUNCTION OF AL 14 AND AL 289 (MILEPOST 86.91 ON AL 14 AND MILEPOST
 AA7078'1.17 ON AL 289) IN DOWNTOWN MARION, DRIVE WEST AND NORTHWEST ON AL 14
 AA7078'FOR 6.60 MI (10.62 KM) TO MILEPOST 80.30 AND A GRAVEL ROAD RIGHT. TURN
 AA7078'RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH FOR 0.75 MI (1.21 KM) TO A
 AA7078'T-INTERSECTION WITH ANOTHER GRAVEL ROAD LEFT AND RIGHT. TURN RIGHT ON
 AA7078'THE GRAVEL ROAD AND DRIVE NORTHEAST AND EAST FOR 2.55 MI (4.10 KM) TO
 AA7078'A Y-INTERSECTION WITH GRAVEL ROADS LEADING LEFT AND RIGHT. BEAR RIGHT
 AA7078'ON A GRAVEL ROAD AND DRIVE SOUTH FOR 0.55 MI (0.89 KM) TO A WOODS ROAD
 AA7078'LEFT. TURN LEFT ON THE WOODS ROAD AND DRIVE EAST FOR 0.15 MI (0.24 KM)
 AA7078'TO THE STATION ON THE LEFT ABOUT 200.0 FT (61.0 M) OUT INTO THE
 AA7078'CLEARCUT AREA. THE STATION IS 16.0 FT (4.9 M) EAST-NORTHEAST OF THE
 AA7078'CENTER OF THE WOODS ROAD, 204.5 FT (62.3 M) NORTH OF THE CENTER OF THE
 AA7078'TWO WOODS ROADS, 210.0 FT (64.0 M) NORTH-NORTHEAST OF A BLACK METAL
 AA7078'MAILBOX ON A SIX-INCH PINE, 2.0 FT (0.6 M) SOUTH OF A CARSONITE
 AA7078'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-30 1994 MAY BE
 AA7078'USED AS AN AZIMUTH FOR THIS STATION. FOUR-WHEEL-DRIVE MAY BE NEEDED TO
 AA7078'REACH THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3172 ***********************************************************************
 CN3172  DESIGNATION -  53 3
 CN3172  PID         -  CN3172
 CN3172  STATE/COUNTY-  AL/PERRY
 CN3172  USGS QUAD   -  HEIBERGER (1983)
 CN3172
 CN3172                         *CURRENT SURVEY CONTROL
 CN3172  ___________________________________________________________________
 CN3172* NAD 83(1992)-  32 48 30.26394(N)    087 19 07.65886(W)     ADJUSTED  
 CN3172* NAVD 88     -       126.6    (meters)     415.     (feet)  VERTCON   
 CN3172  ___________________________________________________________________
 CN3172  X           -     251,019.656 (meters)                     COMP
 CN3172  Y           -  -5,360,225.070 (meters)                     COMP
 CN3172  Z           -   3,436,171.856 (meters)                     COMP
 CN3172  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CN3172  ELLIP HEIGHT-          97.44  (meters)          (07/29/02) GPS OBS
 CN3172  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CN3172
 CN3172  HORZ ORDER  -  FIRST
 CN3172  ELLP ORDER  -  FOURTH    CLASS I
 CN3172
 CN3172.The horizontal coordinates were established by GPS observations
 CN3172.and adjusted by the National Geodetic Survey in December 1992..
 CN3172
 CN3172.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3172.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3172
 CN3172.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3172
 CN3172.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3172
 CN3172.The ellipsoidal height was determined by GPS observations
 CN3172.and is referenced to NAD 83.
 CN3172
 CN3172.The geoid height was determined by GEOID03.
 CN3172
 CN3172;                    North         East     Units Scale Factor Converg.
 CN3172;SPC AL W     -   311,380.196   616,969.657   MT  0.99993688   +0 05 53.5
 CN3172;UTM  16      - 3,630,092.200   470,155.318   MT  0.99961098   -0 10 21.8
 CN3172
 CN3172!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3172!SPC AL W     -   0.99998470  x   0.99993688  =   0.99992158
 CN3172!UTM  16      -   0.99998470  x   0.99961098  =   0.99959569
 CN3172
 CN3172|---------------------------------------------------------------------|
 CN3172| PID    Reference Object                     Distance      Geod. Az  |
 CN3172|                                                           dddmmss.s |
 CN3172| CN3035 IRON                                227.041 METERS 02010     |
 CN3172|---------------------------------------------------------------------|
 CN3172
 CN3172                          SUPERSEDED SURVEY CONTROL
 CN3172
 CN3172  ELLIP H (12/04/92)   97.50   (m)                       GP(       ) 4 1
 CN3172  NAD 83(1986)-  32 48 30.27231(N)    087 19 07.66117(W) AD(       ) 1
 CN3172  NGVD 29 (12/04/92)  126.6    (m)          415.     (f) GPS OBS        
 CN3172
 CN3172.Superseded values are not recommended for survey control.
 CN3172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3172.See file dsdata.txt to determine how the superseded data were derived.
 CN3172
 CN3172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7015530092(NAD 83)
 CN3172_MARKER: DD = SURVEY DISK
 CN3172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3172_SP_SET: CONCRETE POST
 CN3172_STAMPING: 53-3 1991
 CN3172_MARK LOGO: ALHD  
 CN3172_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3172+STABILITY: SURFACE MOTION
 CN3172_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3172+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3172
 CN3172  HISTORY     - Date     Condition        Report By
 CN3172  HISTORY     - 1991     MONUMENTED       ALHD
 CN3172
 CN3172                          STATION DESCRIPTION
 CN3172
 CN3172'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3172'THE STATION IS LOCATED IN PERRY COUNTY ON PROPERTY OWNED BY OLAN
 CN3172'BELCHER LUMBER COMPANY, ABOUT 5.39 KM (3.35 MI) EAST-SOUTHEAST OF
 CN3172'ELLARDS AND ABOUT 19.15 KM (11.90 MI) NORTH OF MARION.
 CN3172'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 WEST AND ALA 5
 CN3172'(MILE POST 88.70 ON ALA 5) IN BRENT, DRIVE SOUTH ON ALA 5 FOR 19.55
 CN3172'KM (12.15 MI) TO MILE POST 76.55 AND PERRY COUNTY ROAD NO. 44 ON THE
 CN3172'RIGHT, TURN RIGHT ON PERRY COUNTY ROAD NO. 44 AND DRIVE WEST 5.79 KM
 CN3172'(3.60 MI) TO A GRAVEL ROAD ON THE LEFT, TURN SHARP LEFT ON THE GRAVEL
 CN3172'ROAD AND DRIVE SOUTHERLY 0.48 KM (0.30 MI) TO A Y-INTERSECTION, BEAR
 CN3172'RIGHT AND DRIVE SOUTH 1.45 KM (0.90 MI) TO A REVERSE Y-INTERSECTION
 CN3172'WITH STATION IRON 1971 ON THE RIGHT, CONTINUE SOUTH ON THE GRAVEL
 CN3172'ROAD 0.25 KM (0.16 MI) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ON
 CN3172'THE WOODS ROAD AND DRIVE WEST 0.32 KM (0.20 MI) TO A RIDGE, PARK HERE
 CN3172'AND PACK 105.16 M (345.01 FT) SOUTH TO THE STATION ON THE SOUTHEAST
 CN3172'END OF THE RIDGE.
 CN3172'THE STATION IS LOCATED ON THE SOUTHEAST END OF A RIDGE ABOUT 0.40 KM
 CN3172'(0.25 MI) SOUTH-SOUTHWEST OF STATION IRON 1971 AND ABOUT 105.16 M
 CN3172'(345.01 FT) SOUTH OF THE WOODS ROAD, AND 2.0 FT (0.6 M)
 CN3172'NORTH-NORTHWEST OF A CARSONITE WITNESS POST.
 CN3172'STATION IRON 1971 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7079 ***********************************************************************
 AA7079  DESIGNATION -  53 30
 AA7079  PID         -  AA7079
 AA7079  STATE/COUNTY-  AL/PERRY
 AA7079  USGS QUAD   -  MARION NORTH (1983)
 AA7079
 AA7079                         *CURRENT SURVEY CONTROL
 AA7079  ___________________________________________________________________
 AA7079* NAD 83(1992)-  32 42 23.07456(N)    087 22 12.22433(W)     ADJUSTED  
 AA7079* NAVD 88     -       142.5    (meters)     468.     (feet)  VERTCON   
 AA7079  ___________________________________________________________________
 AA7079  X           -     246,504.690 (meters)                     COMP
 AA7079  Y           -  -5,366,575.003 (meters)                     COMP
 AA7079  Z           -   3,426,667.691 (meters)                     COMP
 AA7079  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AA7079  ELLIP HEIGHT-         113.34  (meters)          (07/29/02) GPS OBS
 AA7079  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA7079
 AA7079  HORZ ORDER  -  FIRST
 AA7079  ELLP ORDER  -  FOURTH    CLASS I
 AA7079
 AA7079.The horizontal coordinates were established by GPS observations
 AA7079.and adjusted by the National Geodetic Survey in July 1995..
 AA7079
 AA7079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7079
 AA7079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7079
 AA7079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7079
 AA7079.The ellipsoidal height was determined by GPS observations
 AA7079.and is referenced to NAD 83.
 AA7079
 AA7079.The geoid height was determined by GEOID03.
 AA7079
 AA7079;                    North         East     Units Scale Factor Converg.
 AA7079;SPC AL W     -   300,062.386   612,182.344   MT  0.99993516   +0 04 12.8
 AA7079;UTM  16      - 3,618,800.772   465,316.181   MT  0.99961483   -0 11 59.9
 AA7079
 AA7079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7079!SPC AL W     -   0.99998221  x   0.99993516  =   0.99991737
 AA7079!UTM  16      -   0.99998221  x   0.99961483  =   0.99959704
 AA7079
 AA7079                          SUPERSEDED SURVEY CONTROL
 AA7079
 AA7079  ELLIP H (07/21/95)  113.39   (m)                       GP(       ) 3 2
 AA7079  NGVD 29 (07/21/95)  142.4    (m)          467.     (f) GPS OBS        
 AA7079
 AA7079.Superseded values are not recommended for survey control.
 AA7079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7079.See file dsdata.txt to determine how the superseded data were derived.
 AA7079
 AA7079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6531618801(NAD 83)
 AA7079_MARKER: DD = SURVEY DISK
 AA7079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7079_STAMPING: 53-30 1994
 AA7079_MARK LOGO: ALHD  
 AA7079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7079+STABILITY: SURFACE MOTION
 AA7079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7079+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7079
 AA7079  HISTORY     - Date     Condition        Report By
 AA7079  HISTORY     - 1994     MONUMENTED       ALHD
 AA7079
 AA7079                          STATION DESCRIPTION
 AA7079
 AA7079'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7079'THE STATION IS IN PERRY COUNTY IN A CLEARCUT AREA OWNED BY MR. CHARLES
 AA7079'HOLMES ABOUT 5.90 MI (9.49 KM) NORTHWEST OF MARION AND ABOUT 19.45 MI
 AA7079'(31.30 KM) NORTH-NORTHEAST OF UNIONTOWN. TO REACH THE STATION FROM THE
 AA7079'JUNCTION 0F AL 14 AND AL 289 (MILEPOST 86.91 ON AL 14 AND MILEPOST
 AA7079'1.17 ON AL 289) IN DOWNTOWN MARION, DRIVE WEST AND NORTHWEST ON AL 14
 AA7079'FOR 6.60 MI (10.62 KM) TO MILEPOST 80.30 AND A GRAVEL ROAD RIGHT. TURN
 AA7079'RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH FOR 0.75 MI (1.21 KM) TO A
 AA7079'T-INTERSECTION WITH ANOTHER GRAVEL ROAD LEFT AND RIGHT. TURN RIGHT ON
 AA7079'THE GRAVEL ROAD AND DRIVE NORTHEAST AND EAST FOR 2.55 MI (4.10 KM) TO
 AA7079'A Y-INTERSECTION WITH GRAVEL ROADS LEADING LEFT AND RIGHT. BEAR LEFT
 AA7079'ON A GRAVEL ROAD AND DRIVE EAST FOR 0.10 MI (0.16 KM) TO A WOODS ROAD
 AA7079'RIGHT. TURN RIGHT ON THE WOODS ROAD AND DRIVE SOUTH FOR 0.05 MI (0.08
 AA7079'KM) TO THE STATION ON THE RIGHT. THE STATION IS 15.0 FT (4.6 M)
 AA7079'SOUTH-SOUTHWEST OF THE CENTER OF THE WOODS ROAD, ABOUT 400.0 FT (121.9
 AA7079'M) SOUTHEAST OF THE CENTER OF THE GRAVEL ROAD, 2.0 FT (0.6 M)
 AA7079'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7079'STATION 53-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7079'FOUR-WHEEL-DRIVE MAY BE NEEDED TO REACH THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7080 ***********************************************************************
 AA7080  DESIGNATION -  53 31
 AA7080  PID         -  AA7080
 AA7080  STATE/COUNTY-  AL/PERRY
 AA7080  USGS QUAD   -  OAKMULGEE (1983)
 AA7080
 AA7080                         *CURRENT SURVEY CONTROL
 AA7080  ___________________________________________________________________
 AA7080* NAD 83(1992)-  32 46 52.93267(N)    087 03 27.31017(W)     ADJUSTED  
 AA7080* NAVD 88     -        99.1    (meters)     325.     (feet)  VERTCON   
 AA7080  ___________________________________________________________________
 AA7080  X           -     275,536.087 (meters)                     COMP
 AA7080  Y           -  -5,360,623.905 (meters)                     COMP
 AA7080  Z           -   3,433,636.527 (meters)                     COMP
 AA7080  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AA7080  ELLIP HEIGHT-          70.07  (meters)          (07/29/02) GPS OBS
 AA7080  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA7080
 AA7080  HORZ ORDER  -  FIRST
 AA7080  ELLP ORDER  -  FOURTH    CLASS I
 AA7080
 AA7080.The horizontal coordinates were established by GPS observations
 AA7080.and adjusted by the National Geodetic Survey in July 1995..
 AA7080
 AA7080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7080
 AA7080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7080
 AA7080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7080
 AA7080.The ellipsoidal height was determined by GPS observations
 AA7080.and is referenced to NAD 83.
 AA7080
 AA7080.The geoid height was determined by GEOID03.
 AA7080
 AA7080;                    North         East     Units Scale Factor Converg.
 AA7080;SPC AL W     -   308,454.124   641,444.073   MT  0.99995450   +0 14 22.4
 AA7080;UTM  16      - 3,627,051.514   494,607.312   MT  0.99960036   -0 01 52.2
 AA7080
 AA7080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7080!SPC AL W     -   0.99998900  x   0.99995450  =   0.99994350
 AA7080!UTM  16      -   0.99998900  x   0.99960036  =   0.99958936
 AA7080
 AA7080:                Primary Azimuth Mark                     Grid Az
 AA7080:SPC AL W     -  53 32                                    039 20 11.5
 AA7080:UTM  16      -  53 32                                    039 36 26.1
 AA7080
 AA7080|---------------------------------------------------------------------|
 AA7080| PID    Reference Object                     Distance      Geod. Az  |
 AA7080|                                                           dddmmss.s |
 AA7080| AA7081 53 32                               APPROX. 0.5 KM 0393433.9 |
 AA7080|---------------------------------------------------------------------|
 AA7080
 AA7080                          SUPERSEDED SURVEY CONTROL
 AA7080
 AA7080  ELLIP H (07/21/95)   70.13   (m)                       GP(       ) 3 2
 AA7080  NGVD 29 (07/21/95)   99.0    (m)          325.     (f) GPS OBS        
 AA7080
 AA7080.Superseded values are not recommended for survey control.
 AA7080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7080.See file dsdata.txt to determine how the superseded data were derived.
 AA7080
 AA7080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9460727052(NAD 83)
 AA7080_MARKER: DD = SURVEY DISK
 AA7080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7080_STAMPING: 53-31 1994
 AA7080_MARK LOGO: ALHD  
 AA7080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7080+STABILITY: SURFACE MOTION
 AA7080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7080+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7080
 AA7080  HISTORY     - Date     Condition        Report By
 AA7080  HISTORY     - 1994     MONUMENTED       ALHD
 AA7080
 AA7080                          STATION DESCRIPTION
 AA7080
 AA7080'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7080'THE STATION IS IN PERRY COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL 183
 AA7080'ABOUT 18.25 MI (29.37 KM) NORTHEAST OF MARION. TO REACH THE STATION
 AA7080'FROM THE JUNCTION OF AL 14 AND AL 289 (MILEPOST 86.91 ON AL 14 AND
 AA7080'MILEPOST 1.17 ON AL 289) IN DOWNTOWN MARION, DRIVE EAST AND NORTHEAST
 AA7080'ON AL 14 FOR 6.85 MI (11.02 KM) TO MILEPOST 93.80 AND AL 183 NORTH TO
 AA7080'THE LEFT. TURN LEFT ON AL 183 AND DRIVE NORTHEAST FOR 13.10 MI (21.08
 AA7080'KM) TO MILEPOST 39.95 AND THE STATION ON THE LEFT. THE STATION IS 3.0
 AA7080'FT (0.9 M) SOUTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD
 AA7080'POSTS, 48.9 FT (14.9 M) NORTHWEST OF THE CENTERLINE OF AL 183, 142.7
 AA7080'FT (43.5 M) SOUTHWEST OF A GRAPHIC T-INTERSECTION SIGN, 157.3 FT (47.9
 AA7080'M) NORTH OF A POWER POLE ACROSS THE ROAD, 243.0 FT (74.1 M) SOUTHWEST
 AA7080'OF A BLACK METAL MAILBOX ON A THREE-INCH STEEL PIPE, 245.2 FT (74.7 M)
 AA7080'SOUTHWEST OF MILEPOST FORTY ACROSS THE ROAD, 2.7 FT (0.8 M) SOUTHEAST
 AA7080'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA7080'53-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7081 ***********************************************************************
 AA7081  DESIGNATION -  53 32
 AA7081  PID         -  AA7081
 AA7081  STATE/COUNTY-  AL/PERRY
 AA7081  USGS QUAD   -  OAKMULGEE (1983)
 AA7081
 AA7081                         *CURRENT SURVEY CONTROL
 AA7081  ___________________________________________________________________
 AA7081* NAD 83(1992)-  32 47 06.01135(N)    087 03 14.51224(W)     ADJUSTED  
 AA7081* NAVD 88     -        98.6    (meters)     323.     (feet)  VERTCON   
 AA7081  ___________________________________________________________________
 AA7081  X           -     275,857.460 (meters)                     COMP
 AA7081  Y           -  -5,360,388.527 (meters)                     COMP
 AA7081  Z           -   3,433,974.998 (meters)                     COMP
 AA7081  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AA7081  ELLIP HEIGHT-          69.59  (meters)          (07/29/02) GPS OBS
 AA7081  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 AA7081
 AA7081  HORZ ORDER  -  FIRST
 AA7081  ELLP ORDER  -  FOURTH    CLASS I
 AA7081
 AA7081.The horizontal coordinates were established by GPS observations
 AA7081.and adjusted by the National Geodetic Survey in July 1995..
 AA7081
 AA7081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7081
 AA7081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7081
 AA7081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7081
 AA7081.The ellipsoidal height was determined by GPS observations
 AA7081.and is referenced to NAD 83.
 AA7081
 AA7081.The geoid height was determined by GEOID03.
 AA7081
 AA7081;                    North         East     Units Scale Factor Converg.
 AA7081;SPC AL W     -   308,858.399   641,775.398   MT  0.99995484   +0 14 29.4
 AA7081;UTM  16      - 3,627,454.075   494,940.426   MT  0.99960032   -0 01 45.3
 AA7081
 AA7081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7081!SPC AL W     -   0.99998907  x   0.99995484  =   0.99994391
 AA7081!UTM  16      -   0.99998907  x   0.99960032  =   0.99958940
 AA7081
 AA7081:                Primary Azimuth Mark                     Grid Az
 AA7081:SPC AL W     -  53 31                                    219 20 11.4
 AA7081:UTM  16      -  53 31                                    219 36 26.1
 AA7081
 AA7081|---------------------------------------------------------------------|
 AA7081| PID    Reference Object                     Distance      Geod. Az  |
 AA7081|                                                           dddmmss.s |
 AA7081| AA7080 53 31                               APPROX. 0.5 KM 2193440.8 |
 AA7081|---------------------------------------------------------------------|
 AA7081
 AA7081                          SUPERSEDED SURVEY CONTROL
 AA7081
 AA7081  ELLIP H (07/21/95)   69.65   (m)                       GP(       ) 3 2
 AA7081  NGVD 29 (07/21/95)   98.5    (m)          323.     (f) GPS OBS        
 AA7081
 AA7081.Superseded values are not recommended for survey control.
 AA7081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7081.See file dsdata.txt to determine how the superseded data were derived.
 AA7081
 AA7081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9494027454(NAD 83)
 AA7081_MARKER: DD = SURVEY DISK
 AA7081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7081_STAMPING: 53-32 1994
 AA7081_MARK LOGO: ALHD  
 AA7081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7081+STABILITY: SURFACE MOTION
 AA7081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7081+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7081
 AA7081  HISTORY     - Date     Condition        Report By
 AA7081  HISTORY     - 1994     MONUMENTED       ALHD
 AA7081
 AA7081                          STATION DESCRIPTION
 AA7081
 AA7081'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7081'THE STATION IS IN PERRY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL 183
 AA7081'ABOUT 18.60 MI (29.93 KM) NORTHEAST OF MARION. TO REACH THE STATION
 AA7081'FROM THE JUNCTION OF AL 14 AND AL 289 (MILEPOST 86.91 ON AL 14 AND
 AA7081'MILEPOST 1.17 ON AL 289) IN DOWNTOWN MARION, DRIVE EAST AND NORTHEAST
 AA7081'ON AL 14 FOR 6.85 MI (11.02 KM) TO MILEPOST 93.80 AND AL 183 NORTH TO
 AA7081'THE LEFT. TURN LEFT ON AL 183 AND DRIVE NORTHEAST FOR 13.45 MI (21.65
 AA7081'KM) TO MILEPOST 40.30 AND THE STATION ON THE RIGHT. THE STATION IS 3.0
 AA7081'FT (0.9 M) NORTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON GREEN METAL
 AA7081'POSTS WITH SILVER TOPS, 48.4 FT (14.8 M) SOUTHEAST OF THE CENTERLINE
 AA7081'OF AL 183, 104.3 FT (31.8 M) SOUTHWEST OF THE SOUTHWEST POST OF A
 AA7081'METAL GATE LEADING INTO A FIELD, 113.2 FT (34.5 M) SOUTH-SOUTHWEST OF
 AA7081'THE CENTER OF A GRAVEL DRIVEWAY AT A METAL GATE, 3.0 FT (0.9 M)
 AA7081'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7081'STATION 53-31 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7082 ***********************************************************************
 AA7082  DESIGNATION -  53 33
 AA7082  PID         -  AA7082
 AA7082  STATE/COUNTY-  AL/PERRY
 AA7082  USGS QUAD   -  HARRISBURG (1983)
 AA7082
 AA7082                         *CURRENT SURVEY CONTROL
 AA7082  ___________________________________________________________________
 AA7082* NAD 83(1992)-  32 47 21.51905(N)    087 10 07.54900(W)     ADJUSTED  
 AA7082* NAVD 88     -       167.6    (meters)     550.     (feet)  VERTCON   
 AA7082  ___________________________________________________________________
 AA7082  X           -     265,113.043 (meters)                     COMP
 AA7082  Y           -  -5,360,729.698 (meters)                     COMP
 AA7082  Z           -   3,434,413.972 (meters)                     COMP
 AA7082  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AA7082  ELLIP HEIGHT-         138.56  (meters)          (07/29/02) GPS OBS
 AA7082  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA7082
 AA7082  HORZ ORDER  -  FIRST
 AA7082  ELLP ORDER  -  FOURTH    CLASS I
 AA7082
 AA7082.The horizontal coordinates were established by GPS observations
 AA7082.and adjusted by the National Geodetic Survey in July 1995..
 AA7082
 AA7082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7082
 AA7082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7082
 AA7082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7082
 AA7082.The ellipsoidal height was determined by GPS observations
 AA7082.and is referenced to NAD 83.
 AA7082
 AA7082.The geoid height was determined by GEOID03.
 AA7082
 AA7082;                    North         East     Units Scale Factor Converg.
 AA7082;SPC AL W     -   309,296.625   631,026.472   MT  0.99994520   +0 10 45.8
 AA7082;UTM  16      - 3,627,942.922   484,197.434   MT  0.99960308   -0 05 29.0
 AA7082
 AA7082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7082!SPC AL W     -   0.99997825  x   0.99994520  =   0.99992345
 AA7082!UTM  16      -   0.99997825  x   0.99960308  =   0.99958133
 AA7082
 AA7082                          SUPERSEDED SURVEY CONTROL
 AA7082
 AA7082  ELLIP H (07/21/95)  138.61   (m)                       GP(       ) 3 2
 AA7082  NGVD 29 (07/21/95)  167.6    (m)          550.     (f) GPS OBS        
 AA7082
 AA7082.Superseded values are not recommended for survey control.
 AA7082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7082.See file dsdata.txt to determine how the superseded data were derived.
 AA7082
 AA7082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8419727943(NAD 83)
 AA7082_MARKER: DD = SURVEY DISK
 AA7082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7082_STAMPING: 53-33 1994
 AA7082_MARK LOGO: ALHD  
 AA7082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7082+STABILITY: SURFACE MOTION
 AA7082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7082+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7082
 AA7082  HISTORY     - Date     Condition        Report By
 AA7082  HISTORY     - 1994     MONUMENTED       ALHD
 AA7082
 AA7082                          STATION DESCRIPTION
 AA7082
 AA7082'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7082'THE STATION IS IN PERRY COUNTY IN A CLEARCUT AREA ABOUT 13.80 MI
 AA7082'(22.21 KM) NORTHEAST OF MARION. TO REACH THE STATION FROM THE JUNCTION
 AA7082'OF AL 14 AND AL 289 (MILEPOST 86.91 ON AL 14 AND MILEPOST 1.17 ON AL
 AA7082'289) IN DOWNTOWN MARION, DRIVE EAST AND NORTHEAST ON AL 14 FOR 6.85 MI
 AA7082'(11.02 KM) TO MILEPOST 93.80 AND AL 183 NORTH TO THE LEFT IN SPROTT.
 AA7082'TURN LEFT ON AL 183 AND DRIVE NORTHEAST FOR 5.15 MI (8.29 KM) TO
 AA7082'MILEPOST THIRTY-TWO AND PERRY COUNTY ROAD NO 51 LEFT. TURN LEFT ON
 AA7082'PERRY COUNTY ROAD NO 51 AND DRIVE NORTH FOR 2.95 MI (4.75 KM) TO THE
 AA7082'END OF PAVEMENT AND BEGINNING OF A GRAVEL ROAD. CONTINUE STRAIGHT
 AA7082'AHEAD ON THE GRAVEL ROAD FOR 0.70 MI (1.13 KM) TO A WOODS ROAD LEFT.
 AA7082'TURN LEFT ON THE WOODS ROAD AND DRIVE NORTHWEST FOR 0.20 MI (0.32 KM)
 AA7082'TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT. THE STATION IS
 AA7082'38.5 FT (11.7 M) NORTH OF THE CENTER OF THE WOODS ROAD, 2.0 FT (0.6 M)
 AA7082'SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7082'STATION 53-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7082'FOUR-WHEEL-DRIVE MAY BE NEEDED TO REACH THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7083 ***********************************************************************
 AA7083  DESIGNATION -  53 34
 AA7083  PID         -  AA7083
 AA7083  STATE/COUNTY-  AL/PERRY
 AA7083  USGS QUAD   -  HARRISBURG (1983)
 AA7083
 AA7083                         *CURRENT SURVEY CONTROL
 AA7083  ___________________________________________________________________
 AA7083* NAD 83(1992)-  32 47 50.29365(N)    087 10 05.34521(W)     ADJUSTED  
 AA7083* NAVD 88     -       155.9    (meters)     511.     (feet)  VERTCON   
 AA7083  ___________________________________________________________________
 AA7083  X           -     265,146.111 (meters)                     COMP
 AA7083  Y           -  -5,360,237.480 (meters)                     COMP
 AA7083  Z           -   3,435,152.778 (meters)                     COMP
 AA7083  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 AA7083  ELLIP HEIGHT-         126.81  (meters)          (07/29/02) GPS OBS
 AA7083  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA7083
 AA7083  HORZ ORDER  -  FIRST
 AA7083  ELLP ORDER  -  FOURTH    CLASS I
 AA7083
 AA7083.The horizontal coordinates were established by GPS observations
 AA7083.and adjusted by the National Geodetic Survey in July 1995..
 AA7083
 AA7083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7083
 AA7083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7083
 AA7083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7083
 AA7083.The ellipsoidal height was determined by GPS observations
 AA7083.and is referenced to NAD 83.
 AA7083
 AA7083.The geoid height was determined by GEOID03.
 AA7083
 AA7083;                    North         East     Units Scale Factor Converg.
 AA7083;SPC AL W     -   310,183.175   631,081.032   MT  0.99994524   +0 10 47.1
 AA7083;UTM  16      - 3,628,828.902   484,256.164   MT  0.99960306   -0 05 27.9
 AA7083
 AA7083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7083!SPC AL W     -   0.99998009  x   0.99994524  =   0.99992533
 AA7083!UTM  16      -   0.99998009  x   0.99960306  =   0.99958316
 AA7083
 AA7083                          SUPERSEDED SURVEY CONTROL
 AA7083
 AA7083  ELLIP H (07/21/95)  126.86   (m)                       GP(       ) 3 2
 AA7083  NGVD 29 (07/21/95)  155.9    (m)          511.     (f) GPS OBS        
 AA7083
 AA7083.Superseded values are not recommended for survey control.
 AA7083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7083.See file dsdata.txt to determine how the superseded data were derived.
 AA7083
 AA7083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8425628829(NAD 83)
 AA7083_MARKER: DD = SURVEY DISK
 AA7083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7083_STAMPING: 53-34 1994
 AA7083_MARK LOGO: ALHD  
 AA7083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7083+STABILITY: SURFACE MOTION
 AA7083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7083+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7083
 AA7083  HISTORY     - Date     Condition        Report By
 AA7083  HISTORY     - 1994     MONUMENTED       ALHD
 AA7083
 AA7083                          STATION DESCRIPTION
 AA7083
 AA7083'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7083'THE STATION IS IN PERRY COUNTY OFF THE SOUTHWEST RIGHT OF WAY OF A
 AA7083'GRAVEL ROAD ABOUT 14.20 MI (22.85 KM) NORTHEAST OF MARION. TO REACH
 AA7083'THE STATION FROM THE JUNCTION OF AL 14 AND AL 289 (MILEPOST 86.91 ON
 AA7083'AL 14 AND MILEPOST 1.17 ON AL 289) IN DOWNTOWN MARION, DRIVE EAST AND
 AA7083'NORTHEAST ON AL 14 FOR 6.85 MI (11.02 KM) TO MILEPOST 93.80 AND AL 183
 AA7083'NORTH TO THE LEFT IN SPROTT. TURN LEFT ON AL 183 AND DRIVE NORTHEAST
 AA7083'FOR 5.15 MI (8.29 KM) TO MILEPOST THIRTY-TWO AND PERRY COUNTY ROAD NO
 AA7083'51 LEFT. TURN LEFT ON PERRY COUNTY ROAD NO 51 AND DRIVE NORTH FOR 2.95
 AA7083'MI (4.75 KM) TO THE END OF PAVEMENT AND BEGINNING OF A GRAVEL ROAD.
 AA7083'CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 1.15 MI (1.85 KM) TO A
 AA7083'Y-INTERSECTION WITH GRAVEL ROADS LEADING LEFT AND RIGHT. BEAR LEFT ON
 AA7083'A GRAVEL ROAD AND DRIVE NORTHWEST FOR 0.40 MI (0.64 KM) TO THE STATION
 AA7083'ON THE LEFT. THE STATION IS 48.4 FT (14.8 M) SOUTH-SOUTHWEST OF THE
 AA7083'CENTER OF A WOODS ROAD RUNNING PARALLEL WITH THE GRAVEL ROAD, 92.4 FT
 AA7083'(28.2 M) SOUTH-SOUTHWEST OF THE GRAVEL ROAD, 2.2 FT (0.7 M) NORTHEAST
 AA7083'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA7083'53-33 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7084 ***********************************************************************
 AA7084  DESIGNATION -  53 35
 AA7084  PID         -  AA7084
 AA7084  STATE/COUNTY-  AL/PERRY
 AA7084  USGS QUAD   -  HEIBERGER (1983)
 AA7084
 AA7084                         *CURRENT SURVEY CONTROL
 AA7084  ___________________________________________________________________
 AA7084* NAD 83(1992)-  32 46 40.83246(N)    087 16 35.86410(W)     ADJUSTED  
 AA7084* NAVD 88     -        61.5    (meters)     202.     (feet)  VERTCON   
 AA7084  ___________________________________________________________________
 AA7084  X           -     255,048.445 (meters)                     COMP
 AA7084  Y           -  -5,361,807.967 (meters)                     COMP
 AA7084  Z           -   3,433,302.673 (meters)                     COMP
 AA7084  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AA7084  ELLIP HEIGHT-          32.29  (meters)          (07/29/02) GPS OBS
 AA7084  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AA7084
 AA7084  HORZ ORDER  -  FIRST
 AA7084  ELLP ORDER  -  FOURTH    CLASS I
 AA7084
 AA7084.The horizontal coordinates were established by GPS observations
 AA7084.and adjusted by the National Geodetic Survey in July 1995..
 AA7084
 AA7084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7084
 AA7084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7084
 AA7084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7084
 AA7084.The ellipsoidal height was determined by GPS observations
 AA7084.and is referenced to NAD 83.
 AA7084
 AA7084.The geoid height was determined by GEOID03.
 AA7084
 AA7084;                    North         East     Units Scale Factor Converg.
 AA7084;SPC AL W     -   308,016.842   620,925.491   MT  0.99993873   +0 07 15.3
 AA7084;UTM  16      - 3,626,711.298   474,093.918   MT  0.99960828   -0 08 59.1
 AA7084
 AA7084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7084!SPC AL W     -   0.99999493  x   0.99993873  =   0.99993366
 AA7084!UTM  16      -   0.99999493  x   0.99960828  =   0.99960321
 AA7084
 AA7084:                Primary Azimuth Mark                     Grid Az
 AA7084:SPC AL W     -  53 36                                    012 00 14.6
 AA7084:UTM  16      -  53 36                                    012 16 29.0
 AA7084
 AA7084|---------------------------------------------------------------------|
 AA7084| PID    Reference Object                     Distance      Geod. Az  |
 AA7084|                                                           dddmmss.s |
 AA7084| AA7085 53 36                               404.783 METERS 0120729.9 |
 AA7084|---------------------------------------------------------------------|
 AA7084
 AA7084                          SUPERSEDED SURVEY CONTROL
 AA7084
 AA7084  ELLIP H (07/21/95)   32.34   (m)                       GP(       ) 3 2
 AA7084  NGVD 29 (07/21/95)   61.4    (m)          201.     (f) GPS OBS        
 AA7084
 AA7084.Superseded values are not recommended for survey control.
 AA7084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7084.See file dsdata.txt to determine how the superseded data were derived.
 AA7084
 AA7084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7409426711(NAD 83)
 AA7084_MARKER: DD = SURVEY DISK
 AA7084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7084_STAMPING: 53-35 1994
 AA7084_MARK LOGO: ALHD  
 AA7084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7084+STABILITY: SURFACE MOTION
 AA7084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7084+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7084
 AA7084  HISTORY     - Date     Condition        Report By
 AA7084  HISTORY     - 1994     MONUMENTED       ALHD
 AA7084
 AA7084                          STATION DESCRIPTION
 AA7084
 AA7084'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7084'THE STATION IS IN PERRY COUNTY ON THE EAST RIGHT OF WAY OF AL 5 ABOUT
 AA7084'10.20 MI (16.41 KM) NORTH OF MARION. TO REACH THE STATION FROM THE
 AA7084'JUNCTION OF AL 14 AND AL 5 (MILEPOST 88.49 ON AL 14 AND MILEPOST 64.15
 AA7084'ON AL 5) IN MARION, DRIVE NORTH ON AL 5 FOR 9.75 MI (15.69 KM) TO
 AA7084'MILEPOST 73.90 AND THE STATION ON THE RIGHT. THE STATION IS 55.5 FT
 AA7084'(16.9 M) EAST OF THE CENTERLINE OF AL 5, 82.4 FT (25.1 M) NORTHWEST OF
 AA7084'A CONCRETE WELL HOUSING, 120.8 FT (36.8 M) WEST-SOUTHWEST OF A PERRY
 AA7084'COUNTY ROAD NO 47 SIGN, 130.6 FT (39.8 M) SOUTH OF A PERRY COUNTY ROAD
 AA7084'NO 47 LEFT AND RIGHT SIGN, 134.4 FT (41.0 M) WEST-SOUTHWEST OF THE
 AA7084'CENTER OF PERRY COUNTY ROAD NO 47, 2.1 FT (0.6 M) NORTHWEST OF A
 AA7084'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-36
 AA7084'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7085 ***********************************************************************
 AA7085  DESIGNATION -  53 36
 AA7085  PID         -  AA7085
 AA7085  STATE/COUNTY-  AL/PERRY
 AA7085  USGS QUAD   -  HEIBERGER (1983)
 AA7085
 AA7085                         *CURRENT SURVEY CONTROL
 AA7085  ___________________________________________________________________
 AA7085* NAD 83(1992)-  32 46 53.67919(N)    087 16 32.59689(W)     ADJUSTED  
 AA7085* NAVD 88     -        59.6    (meters)     196.     (feet)  GPS OBS   
 AA7085  ___________________________________________________________________
 AA7085  X           -     255,123.118 (meters)                     COMP
 AA7085  Y           -  -5,361,588.357 (meters)                     COMP
 AA7085  Z           -   3,433,634.410 (meters)                     COMP
 AA7085  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA7085  ELLIP HEIGHT-          30.45  (meters)          (08/29/05) GPS OBS
 AA7085  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AA7085
 AA7085  HORZ ORDER  -  A
 AA7085  ELLP ORDER  -  FOURTH    CLASS I
 AA7085
 AA7085.The horizontal coordinates were established by GPS observations
 AA7085.and adjusted by the National Geodetic Survey in August 2005..
 AA7085
 AA7085.The orthometric height was determined by GPS observations and a
 AA7085.high-resolution geoid model.
 AA7085
 AA7085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7085
 AA7085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7085
 AA7085.The ellipsoidal height was determined by GPS observations
 AA7085.and is referenced to NAD 83.
 AA7085
 AA7085.The geoid height was determined by GEOID03.
 AA7085
 AA7085;                    North         East     Units Scale Factor Converg.
 AA7085;SPC AL W     -   308,412.750   621,009.673   MT  0.99993877   +0 07 17.2
 AA7085;UTM  16      - 3,627,106.672   474,179.941   MT  0.99960822   -0 08 57.4
 AA7085
 AA7085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7085!SPC AL W     -   0.99999522  x   0.99993877  =   0.99993399
 AA7085!UTM  16      -   0.99999522  x   0.99960822  =   0.99960344
 AA7085
 AA7085:                Primary Azimuth Mark                     Grid Az
 AA7085:SPC AL W     -  53 35                                    192 00 14.5
 AA7085:UTM  16      -  53 35                                    192 16 29.1
 AA7085
 AA7085|---------------------------------------------------------------------|
 AA7085| PID    Reference Object                     Distance      Geod. Az  |
 AA7085|                                                           dddmmss.s |
 AA7085| AA7084 53 35                               404.783 METERS 1920731.7 |
 AA7085|---------------------------------------------------------------------|
 AA7085
 AA7085                          SUPERSEDED SURVEY CONTROL
 AA7085
 AA7085  NAD 83(1992)-  32 46 53.67908(N)    087 16 32.59551(W) AD(       ) 1
 AA7085  ELLIP H (07/21/95)   30.51   (m)                       GP(       ) 3 2
 AA7085  NGVD 29 (07/21/95)   59.6    (m)          196.     (f) GPS OBS        
 AA7085
 AA7085.Superseded values are not recommended for survey control.
 AA7085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7085.See file dsdata.txt to determine how the superseded data were derived.
 AA7085
 AA7085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7418027107(NAD 83)
 AA7085_MARKER: DD = SURVEY DISK
 AA7085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7085_STAMPING: 53-36 1994
 AA7085_MARK LOGO: ALHD  
 AA7085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7085+STABILITY: SURFACE MOTION
 AA7085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7085+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 AA7085
 AA7085  HISTORY     - Date     Condition        Report By
 AA7085  HISTORY     - 1994     MONUMENTED       ALHD
 AA7085  HISTORY     - 20040412 GOOD             ALHD
 AA7085  HISTORY     - 20050804 GOOD             ALDOT
 AA7085  HISTORY     - 20060622 GOOD             ALDOT
 AA7085
 AA7085                          STATION DESCRIPTION
 AA7085
 AA7085'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7085'THE STATION IS IN PERRY COUNTY ON THE WEST RIGHT OF WAY OF AL 5 ABOUT
 AA7085'10.50 MI (16.90 KM) NORTH OF MARION. TO REACH THE STATION FROM THE
 AA7085'JUNCTION OF AL 14 AND AL 5 (MILEPOST 88.49 ON AL 14 AND MILEPOST 64.15
 AA7085'ON AL 5) IN MARION, DRIVE NORTH ON AL 5 FOR 10.00 MI (16.09 KM) TO
 AA7085'MILEPOST 74.15 AND THE STATION ON THE LEFT. THE STATION IS 55.0 FT
 AA7085'(16.8 M) WEST OF THE CENTERLINE OF AL 5, 56.9 FT (17.3 M)
 AA7085'NORTH-NORTHWEST OF A JUNCTION PERRY COUNTY ROAD NO 47 SIGN, 123.6 FT
 AA7085'(37.7 M) EAST OF THE CENTERLINE OF PERRY COUNTY ROAD NO 47, 157.5 FT
 AA7085'(48.0 M) NORTH OF THE CENTER OF A CUT-THROUGH ROAD FROM AL 5 TO PERRY
 AA7085'COUNTY ROAD NO 47, 173.7 FT (52.9 M) NORTH OF A STOP SIGN, 1.6 FT (0.5
 AA7085'M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7085'STATION 53-35 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7085
 AA7085                          STATION RECOVERY (2004)
 AA7085
 AA7085'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA7085'RECOVERED IN GOOD CONDITION.
 AA7085
 AA7085                          STATION RECOVERY (2005)
 AA7085
 AA7085'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7085'REPLACED CARSONITE WITNESS POST WITH A METAL WITNESS POST, REST OF
 AA7085'DESCRIPTION OK
 AA7085
 AA7085                          STATION RECOVERY (2006)
 AA7085
 AA7085'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2006 (BLG)
 AA7085'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7086 ***********************************************************************
 AA7086  DESIGNATION -  53 37
 AA7086  PID         -  AA7086
 AA7086  STATE/COUNTY-  AL/PERRY
 AA7086  USGS QUAD   -  HOGGLESVILLE (1983)
 AA7086
 AA7086                         *CURRENT SURVEY CONTROL
 AA7086  ___________________________________________________________________
 AA7086* NAD 83(1992)-  32 47 06.49260(N)    087 24 21.95710(W)     ADJUSTED  
 AA7086* NAVD 88     -        86.8    (meters)     285.     (feet)  VERTCON   
 AA7086  ___________________________________________________________________
 AA7086  X           -     242,913.413 (meters)                     COMP
 AA7086  Y           -  -5,361,964.295 (meters)                     COMP
 AA7086  Z           -   3,433,980.964 (meters)                     COMP
 AA7086  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 AA7086  ELLIP HEIGHT-          57.59  (meters)          (07/29/02) GPS OBS
 AA7086  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 AA7086
 AA7086  HORZ ORDER  -  FIRST
 AA7086  ELLP ORDER  -  FOURTH    CLASS I
 AA7086
 AA7086.The horizontal coordinates were established by GPS observations
 AA7086.and adjusted by the National Geodetic Survey in July 1995..
 AA7086
 AA7086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7086
 AA7086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7086
 AA7086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7086
 AA7086.The ellipsoidal height was determined by GPS observations
 AA7086.and is referenced to NAD 83.
 AA7086
 AA7086.The geoid height was determined by GEOID03.
 AA7086
 AA7086;                    North         East     Units Scale Factor Converg.
 AA7086;SPC AL W     -   308,789.088   608,795.955   MT  0.99993429   +0 03 03.0
 AA7086;UTM  16      - 3,627,540.578   461,972.089   MT  0.99961783   -0 13 11.6
 AA7086
 AA7086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7086!SPC AL W     -   0.99999096  x   0.99993429  =   0.99992525
 AA7086!UTM  16      -   0.99999096  x   0.99961783  =   0.99960879
 AA7086
 AA7086:                Primary Azimuth Mark                     Grid Az
 AA7086:SPC AL W     -  53 38                                    330 48 48.0
 AA7086:UTM  16      -  53 38                                    331 05 02.6
 AA7086
 AA7086|---------------------------------------------------------------------|
 AA7086| PID    Reference Object                     Distance      Geod. Az  |
 AA7086|                                                           dddmmss.s |
 AA7086| AA7087 53 38                               APPROX. 0.5 KM 3305151.0 |
 AA7086|---------------------------------------------------------------------|
 AA7086
 AA7086                          SUPERSEDED SURVEY CONTROL
 AA7086
 AA7086  ELLIP H (07/21/95)   57.64   (m)                       GP(       ) 3 2
 AA7086  NGVD 29 (07/21/95)   86.8    (m)          285.     (f) GPS OBS        
 AA7086
 AA7086.Superseded values are not recommended for survey control.
 AA7086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7086.See file dsdata.txt to determine how the superseded data were derived.
 AA7086
 AA7086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6197227541(NAD 83)
 AA7086_MARKER: DD = SURVEY DISK
 AA7086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7086_STAMPING: 53-37 1994
 AA7086_MARK LOGO: ALHD  
 AA7086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7086+STABILITY: SURFACE MOTION
 AA7086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7086+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7086
 AA7086  HISTORY     - Date     Condition        Report By
 AA7086  HISTORY     - 1994     MONUMENTED       ALHD
 AA7086
 AA7086                          STATION DESCRIPTION
 AA7086
 AA7086'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7086'THE STATION IS IN PERRY COUNTY ON THE SOUTHWEST RIGHT OF WAY OF PERRY
 AA7086'COUNTY ROAD NO 29 ABOUT 11.70 MI (18.83 KM) NORTH-NORTHWEST OF MARION.
 AA7086'TO REACH THE STATION FROM THE JUNCTION OF AL 14 AND AL 289 (MILEPOST
 AA7086'86.91 ON AL 14 AND MILEPOST 1.17 ON AL 289) IN DOWNTOWN MARION, DRIVE
 AA7086'NORTH ON AL 14 FOR 0.10 MI (0.16 KM) TO A TRAFFIC LIGHT WITH AL 14
 AA7086'WEST TO THE LEFT, PERRY COUNTY ROAD NO 29 STRAIGHT AHEAD, AND A CITY
 AA7086'STREET RIGHT. CONTINUE NORTH ON PERRY COUNTY ROAD NO 29 FOR 1.40 MI
 AA7086'(2.25 KM) TO A Y-INTERSECTION WITH PERRY COUNTY ROAD NO 29 BEARING
 AA7086'LEFT AND PERRY COUNTY ROAD NO 7 BEARING RIGHT. BEAR LEFT ON PERRY
 AA7086'COUNTY ROAD NO 29 AND DRIVE NORTH FOR 12.20 MI (19.63 KM) TO THE
 AA7086'STATION ON THE LEFT IN NORTH PERRY. THE STATION IS 33.0 FT (10.1 M)
 AA7086'EAST-NORTHEAST OF THE CENTER OF A DRAINAGE DITCH, 41.6 FT (12.7 M)
 AA7086'WEST-SOUTHWEST OF THE CENTERLINE OF PERRY COUNTY ROAD NO 29, 47.2 FT
 AA7086'(14.4 M) NORTH-NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER, 68.2 FT
 AA7086'(20.8 M) SOUTH OF A JUNCTION POWER POLE WITH ONE TRANSFORMER, 77.0 FT
 AA7086'(23.5 M) WEST-SOUTHWEST OF A FIRE HYDRANT ACROSS THE ROAD, 2.5 FT (0.8
 AA7086'M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7086'STATION 53-38 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7087 ***********************************************************************
 AA7087  DESIGNATION -  53 38
 AA7087  PID         -  AA7087
 AA7087  STATE/COUNTY-  AL/PERRY
 AA7087  USGS QUAD   -  HOGGLESVILLE (1983)
 AA7087
 AA7087                         *CURRENT SURVEY CONTROL
 AA7087  ___________________________________________________________________
 AA7087* NAD 83(1992)-  32 47 21.73340(N)    087 24 32.01483(W)     ADJUSTED  
 AA7087* NAVD 88     -       112.9    (meters)     370.     (feet)  VERTCON   
 AA7087  ___________________________________________________________________
 AA7087  X           -     242,641.453 (meters)                     COMP
 AA7087  Y           -  -5,361,744.030 (meters)                     COMP
 AA7087  Z           -   3,434,389.786 (meters)                     COMP
 AA7087  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AA7087  ELLIP HEIGHT-          83.65  (meters)          (07/29/02) GPS OBS
 AA7087  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 AA7087
 AA7087  HORZ ORDER  -  FIRST
 AA7087  ELLP ORDER  -  FOURTH    CLASS I
 AA7087
 AA7087.The horizontal coordinates were established by GPS observations
 AA7087.and adjusted by the National Geodetic Survey in July 1995..
 AA7087
 AA7087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7087
 AA7087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7087
 AA7087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7087
 AA7087.The ellipsoidal height was determined by GPS observations
 AA7087.and is referenced to NAD 83.
 AA7087
 AA7087.The geoid height was determined by GEOID03.
 AA7087
 AA7087;                    North         East     Units Scale Factor Converg.
 AA7087;SPC AL W     -   309,258.333   608,533.847   MT  0.99993423   +0 02 57.6
 AA7087;UTM  16      - 3,628,010.907   461,712.283   MT  0.99961808   -0 13 17.2
 AA7087
 AA7087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7087!SPC AL W     -   0.99998687  x   0.99993423  =   0.99992110
 AA7087!UTM  16      -   0.99998687  x   0.99961808  =   0.99960495
 AA7087
 AA7087:                Primary Azimuth Mark                     Grid Az
 AA7087:SPC AL W     -  53 37                                    150 48 47.9
 AA7087:UTM  16      -  53 37                                    151 05 02.7
 AA7087
 AA7087|---------------------------------------------------------------------|
 AA7087| PID    Reference Object                     Distance      Geod. Az  |
 AA7087|                                                           dddmmss.s |
 AA7087| AA7086 53 37                               APPROX. 0.5 KM 1505145.5 |
 AA7087|---------------------------------------------------------------------|
 AA7087
 AA7087                          SUPERSEDED SURVEY CONTROL
 AA7087
 AA7087  ELLIP H (07/21/95)   83.70   (m)                       GP(       ) 3 2
 AA7087  NGVD 29 (07/21/95)  112.9    (m)          370.     (f) GPS OBS        
 AA7087
 AA7087.Superseded values are not recommended for survey control.
 AA7087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7087.See file dsdata.txt to determine how the superseded data were derived.
 AA7087
 AA7087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6171228011(NAD 83)
 AA7087_MARKER: DD = SURVEY DISK
 AA7087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7087_STAMPING: 53-38 1994
 AA7087_MARK LOGO: ALHD  
 AA7087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7087+STABILITY: SURFACE MOTION
 AA7087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7087+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7087
 AA7087  HISTORY     - Date     Condition        Report By
 AA7087  HISTORY     - 1994     MONUMENTED       ALHD
 AA7087
 AA7087                          STATION DESCRIPTION
 AA7087
 AA7087'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7087'THE STATION IS IN PERRY COUNTY ON THE NORTHEAST RIGHT OF WAY OF PERRY
 AA7087'COUNTY ROAD NO 29 ABOUT 11.95 MI (19.23 KM) NORTH-NORTHWEST OF MARION.
 AA7087'TO REACH THE STATION FROM THE JUNCTION OF AL 14 AND AL 289 (MILEPOST
 AA7087'86.91 ON AL 14 AND MILEPOST 1.17 ON AL 289) IN DOWNTOWN MARION, DRIVE
 AA7087'NORTH ON AL 14 FOR 0.10 MI (0.16 KM) TO A TRAFFIC LIGHT WITH AL 14
 AA7087'WEST TO THE LEFT, PERRY COUNTY ROAD NO 29 STRAIGHT AHEAD, AND A CITY
 AA7087'STREET RIGHT. CONTINUE NORTH ON PERRY COUNTY ROAD NO 29 FOR 1.40 MI
 AA7087'(2.25 KM) TO A Y-INTERSECTION WITH PERRY COUNTY ROAD NO 29 BEARING
 AA7087'LEFT AND PERRY COUNTY ROAD NO 7 BEARING RIGHT. BEAR LEFT ON PERRY
 AA7087'COUNTY ROAD NO 29 AND DRIVE NORTH FOR 12.55 MI (20.20 KM) TO THE
 AA7087'STATION ON THE RIGHT IN NORTH PERRY. THE STATION IS 36.8 FT (11.2 M)
 AA7087'EAST-NORTHEAST OF THE CENTERLINE OF PERRY COUNTY ROAD NO 29, 50.2 FT
 AA7087'(15.3 M) WEST-NORTHWEST OF THE SOUTHWEST CORNER OF A BLOCK OUTHOUSE
 AA7087'BUILDING, 52.1 FT (15.9 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A
 AA7087'BLOCK OUTHOUSE BUILDING, 91.0 FT (27.7 M) NORTHEAST OF A POWER POLE
 AA7087'WITH ONE GUY WIRE ACROSS THE ROAD, 1.8 FT (0.5 M) SOUTHWEST OF A
 AA7087'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-37
 AA7087'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3232 ***********************************************************************
 CN3232  DESIGNATION -  53 4
 CN3232  PID         -  CN3232
 CN3232  STATE/COUNTY-  AL/PERRY
 CN3232  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN3232
 CN3232                         *CURRENT SURVEY CONTROL
 CN3232  ___________________________________________________________________
 CN3232* NAD 83(1992)-  32 26 34.12979(N)    087 29 15.93642(W)     ADJUSTED  
 CN3232* NAVD 88     -        69.6    (meters)     228.     (feet)  VERTCON   
 CN3232  ___________________________________________________________________
 CN3232  X           -     236,167.274 (meters)                     COMP
 CN3232  Y           -  -5,382,732.547 (meters)                     COMP
 CN3232  Z           -   3,401,994.915 (meters)                     COMP
 CN3232  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CN3232  ELLIP HEIGHT-          40.92  (meters)          (07/29/02) GPS OBS
 CN3232  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CN3232
 CN3232  HORZ ORDER  -  FIRST
 CN3232  ELLP ORDER  -  FOURTH    CLASS I
 CN3232
 CN3232.The horizontal coordinates were established by GPS observations
 CN3232.and adjusted by the National Geodetic Survey in December 1992..
 CN3232
 CN3232.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3232.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3232
 CN3232.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3232
 CN3232.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3232
 CN3232.The ellipsoidal height was determined by GPS observations
 CN3232.and is referenced to NAD 83.
 CN3232
 CN3232.The geoid height was determined by GEOID03.
 CN3232
 CN3232;                    North         East     Units Scale Factor Converg.
 CN3232;SPC AL W     -   270,824.979   601,150.915   MT  0.99993335   +0 00 23.6
 CN3232;UTM  16      - 3,589,624.679   454,151.010   MT  0.99962592   -0 15 42.0
 CN3232
 CN3232!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3232!SPC AL W     -   0.99999358  x   0.99993335  =   0.99992693
 CN3232!UTM  16      -   0.99999358  x   0.99962592  =   0.99961950
 CN3232
 CN3232                          SUPERSEDED SURVEY CONTROL
 CN3232
 CN3232  ELLIP H (12/04/92)   40.96   (m)                       GP(       ) 4 1
 CN3232  NAD 83(1986)-  32 26 34.13826(N)    087 29 15.93833(W) AD(       ) 1
 CN3232  NGVD 29 (12/04/92)   69.5    (m)          228.     (f) GPS OBS        
 CN3232
 CN3232.Superseded values are not recommended for survey control.
 CN3232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3232.See file dsdata.txt to determine how the superseded data were derived.
 CN3232
 CN3232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA5415189625(NAD 83)
 CN3232_MARKER: DD = SURVEY DISK
 CN3232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3232_SP_SET: CONCRETE POST
 CN3232_STAMPING: 53-4 1991
 CN3232_MARK LOGO: ALHD  
 CN3232_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3232+STABILITY: SURFACE MOTION
 CN3232_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3232+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CN3232
 CN3232  HISTORY     - Date     Condition        Report By
 CN3232  HISTORY     - 1991     MONUMENTED       ALHD
 CN3232
 CN3232                          STATION DESCRIPTION
 CN3232
 CN3232'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3232'THE STATION IS LOCATED IN PERRY COUNTY ON PROPERTY OWNED BY MRS. SAM
 CN3232'W. WESTBROOK ON THE EAST SIDE OF UNIONTOWN.
 CN3232'TO REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA. 61 (MILE
 CN3232'POST 57.15 ON U.S. 80) IN UNIONTOWN, DRIVE EAST ON U.S. 80 APPRX 1.45
 CN3232'MI (2.33 KM) TO MILE POST 58.30 AND A GRAVEL DRIVEWAY ON THE RIGHT,
 CN3232'TURN RIGHT ON THE GRAVEL DRIVEWAY AND DRIVE SOUTH 0.25 MI (0.40 KM)
 CN3232'TO A (Y) INTERSECTION, BEAR LEFT AND DRIVE SOUTH 0.10 MI (0.16 KM) TO
 CN3232'AN OPEN GATE, PASS THROUGH THE GATE AND DRIVE SOUTH 0.10 MI
 CN3232'(0.16 KM) TO A CLOSED GATE AND A RAILROAD GRADE CROSSING, PASS
 CN3232'THROUGH THE GATE AND CROSS THE RAILROAD THEN BEAR LEFT AND DRIVE
 CN3232'SOUTHEAST 0.15 MI (0.24 KM) TO AN OPEN GATE IN AN ELECTRIC FENCE AND
 CN3232'THE STATION ON THE LEFT.
 CN3232'THE STATION IS 2.8 FT (0.9 M) EAST-NORTHEAST OF A TWO STRAND, SMOOTH
 CN3232'WIRE ELECTRIC FENCE, 3.2 FT (1.0 M) NORTHEAST OF THE NORTH GATE POST,
 CN3232'12.0 FT (3.7 M) NORTHEAST OF THE SOUTH GATE POST, 78.3 FT (23.9 M)
 CN3232'WEST OF THE NORTH END OF A 18 INCH CONCRETE PIPE UNDER THE FIELD ROAD,
 CN3232'2.6 FT (0.8 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 CN3232'FLUSH WITH THE GROUND.
 CN3232'TRIANGULATION STATION UNION W BASE 1930 MAY BE USED AS AN AZIMUTH FOR
 CN3232'THIS STATION.
 CN3232'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT
 CN3232'MRS. SAM W. WESTBROOK (LIVES IN LARGE WHITE HOUSE ON RIGHT)P.O. BOX 7
 CN3232'UNIONTOWN, ALABAMA 36786
 CN3232'PHONE 205-628-2161
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7054 ***********************************************************************
 AA7054  DESIGNATION -  53 5
 AA7054  PID         -  AA7054
 AA7054  STATE/COUNTY-  AL/PERRY
 AA7054  USGS QUAD   -  CENTRAL MILLS (1979)
 AA7054
 AA7054                         *CURRENT SURVEY CONTROL
 AA7054  ___________________________________________________________________
 AA7054* NAD 83(1992)-  32 21 16.66086(N)    087 28 04.41814(W)     ADJUSTED  
 AA7054* NAVD 88     -        80.4    (meters)     264.     (feet)  VERTCON   
 AA7054  ___________________________________________________________________
 AA7054  X           -     238,265.519 (meters)                     COMP
 AA7054  Y           -  -5,387,894.343 (meters)                     COMP
 AA7054  Z           -   3,393,743.729 (meters)                     COMP
 AA7054  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 AA7054  ELLIP HEIGHT-          51.92  (meters)          (07/29/02) GPS OBS
 AA7054  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AA7054
 AA7054  HORZ ORDER  -  FIRST
 AA7054  ELLP ORDER  -  FOURTH    CLASS I
 AA7054
 AA7054.The horizontal coordinates were established by GPS observations
 AA7054.and adjusted by the National Geodetic Survey in July 1995..
 AA7054
 AA7054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7054
 AA7054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7054
 AA7054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7054
 AA7054.The ellipsoidal height was determined by GPS observations
 AA7054.and is referenced to NAD 83.
 AA7054
 AA7054.The geoid height was determined by GEOID03.
 AA7054
 AA7054;                    North         East     Units Scale Factor Converg.
 AA7054;SPC AL W     -   261,046.757   603,021.867   MT  0.99993345   +0 01 01.9
 AA7054;UTM  16      - 3,579,840.835   455,975.657   MT  0.99962390   -0 15 01.4
 AA7054
 AA7054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7054!SPC AL W     -   0.99999185  x   0.99993345  =   0.99992530
 AA7054!UTM  16      -   0.99999185  x   0.99962390  =   0.99961575
 AA7054
 AA7054:                Primary Azimuth Mark                     Grid Az
 AA7054:SPC AL W     -  53 6                                     345 56 54.6
 AA7054:UTM  16      -  53 6                                     346 12 57.9
 AA7054
 AA7054|---------------------------------------------------------------------|
 AA7054| PID    Reference Object                     Distance      Geod. Az  |
 AA7054|                                                           dddmmss.s |
 AA7054| AA7055 53 6                                434.622 METERS 3455756.5 |
 AA7054|---------------------------------------------------------------------|
 AA7054
 AA7054                          SUPERSEDED SURVEY CONTROL
 AA7054
 AA7054  ELLIP H (07/21/95)   51.96   (m)                       GP(       ) 3 2
 AA7054  NGVD 29 (07/21/95)   80.4    (m)          264.     (f) GPS OBS        
 AA7054
 AA7054.Superseded values are not recommended for survey control.
 AA7054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7054.See file dsdata.txt to determine how the superseded data were derived.
 AA7054
 AA7054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA5597679841(NAD 83)
 AA7054_MARKER: DD = SURVEY DISK
 AA7054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7054_STAMPING: 53-5 1994
 AA7054_MARK LOGO: ALHD  
 AA7054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7054+STABILITY: SURFACE MOTION
 AA7054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7054+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7054
 AA7054  HISTORY     - Date     Condition        Report By
 AA7054  HISTORY     - 1994     MONUMENTED       ALHD
 AA7054
 AA7054                          STATION DESCRIPTION
 AA7054
 AA7054'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7054'THE STATION IS IN PERRY COUNTY ON THE WEST RIGHT OF WAY OF PERRY
 AA7054'COUNTY ROAD N0 1 ABOUT 7.10 MI (11.43 KM) SOUTH-SOUTHEAST OF UNIONTOWN
 AA7054'AND ABOUT 20.95 MI (33.71 KM) SOUTH-SOUTHWEST OF MARION. TO REACH THE
 AA7054'STATION FROM THE JUNCTION OF AL 183 NORTH, U.S. 80, AND PERRY COUNTY
 AA7054'ROAD NO 1 (MILEPOST 0.00 ON AL 183 AND MILEPOST 57.00 ON U.S. 80) IN
 AA7054'UNIONTOWN, DRIVE SOUTH ON PERRY COUNTY ROAD NO 1 FOR 0.05 MI (0.08 KM)
 AA7054'TO A FOUR WAY INTERSECTION. TURN LEFT AT THE INTERSECTION AND DRIVE
 AA7054'SOUTHEAST AND SOUTH ALONG PERRY COUNTY ROAD NO 1 FOR 8.00 MI (12.87
 AA7054'KM) TO THE STATION ON THE RIGHT. THE STATION IS 4.7 FT (1.4 M) EAST OF
 AA7054'A FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS AND GROWN UP IN
 AA7054'VINES, 32.8 FT (10.0 M) WEST OF THE CENTERLINE OF PERRY COUNTY ROAD NO
 AA7054'1, 89.5 FT (27.3 M) NORTH OF A POWER POLE, 117.0 FT (35.7 M)
 AA7054'SOUTH-SOUTHEAST OF A POWER POLE, 135.7 FT (41.4 M) SOUTH OF THE SOUTH
 AA7054'POST OF A BARBED WIRE GATE ACROSS THE ROAD, 4.5 FT (1.4 M) EAST OF A
 AA7054'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-6
 AA7054'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7055 ***********************************************************************
 AA7055  DESIGNATION -  53 6
 AA7055  PID         -  AA7055
 AA7055  STATE/COUNTY-  AL/PERRY
 AA7055  USGS QUAD   -  CENTRAL MILLS (1979)
 AA7055
 AA7055                         *CURRENT SURVEY CONTROL
 AA7055  ___________________________________________________________________
 AA7055* NAD 83(1992)-  32 21 30.34914(N)    087 28 08.44932(W)     ADJUSTED  
 AA7055* NAVD 88     -        77.9    (meters)     256.     (feet)  VERTCON   
 AA7055  ___________________________________________________________________
 AA7055  X           -     238,150.159 (meters)                     COMP
 AA7055  Y           -  -5,387,671.396 (meters)                     COMP
 AA7055  Z           -   3,394,098.543 (meters)                     COMP
 AA7055  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AA7055  ELLIP HEIGHT-          49.36  (meters)          (07/29/02) GPS OBS
 AA7055  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AA7055
 AA7055  HORZ ORDER  -  FIRST
 AA7055  ELLP ORDER  -  FOURTH    CLASS I
 AA7055
 AA7055.The horizontal coordinates were established by GPS observations
 AA7055.and adjusted by the National Geodetic Survey in July 1995..
 AA7055
 AA7055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7055
 AA7055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7055
 AA7055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7055
 AA7055.The ellipsoidal height was determined by GPS observations
 AA7055.and is referenced to NAD 83.
 AA7055
 AA7055.The geoid height was determined by GEOID03.
 AA7055
 AA7055;                    North         East     Units Scale Factor Converg.
 AA7055;SPC AL W     -   261,468.347   602,916.351   MT  0.99993344   +0 00 59.7
 AA7055;UTM  16      - 3,580,262.783   455,872.143   MT  0.99962401   -0 15 03.7
 AA7055
 AA7055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7055!SPC AL W     -   0.99999225  x   0.99993344  =   0.99992569
 AA7055!UTM  16      -   0.99999225  x   0.99962401  =   0.99961626
 AA7055
 AA7055:                Primary Azimuth Mark                     Grid Az
 AA7055:SPC AL W     -  53 5                                     165 56 54.7
 AA7055:UTM  16      -  53 5                                     166 12 58.1
 AA7055
 AA7055|---------------------------------------------------------------------|
 AA7055| PID    Reference Object                     Distance      Geod. Az  |
 AA7055|                                                           dddmmss.s |
 AA7055| AA7054 53 5                                434.622 METERS 1655754.4 |
 AA7055|---------------------------------------------------------------------|
 AA7055
 AA7055                          SUPERSEDED SURVEY CONTROL
 AA7055
 AA7055  ELLIP H (07/21/95)   49.41   (m)                       GP(       ) 3 2
 AA7055  NGVD 29 (07/21/95)   77.8    (m)          255.     (f) GPS OBS        
 AA7055
 AA7055.Superseded values are not recommended for survey control.
 AA7055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7055.See file dsdata.txt to determine how the superseded data were derived.
 AA7055
 AA7055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA5587280263(NAD 83)
 AA7055_MARKER: DD = SURVEY DISK
 AA7055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7055_STAMPING: 53-6 1994
 AA7055_MARK LOGO: ALHD  
 AA7055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7055+STABILITY: SURFACE MOTION
 AA7055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7055+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7055
 AA7055  HISTORY     - Date     Condition        Report By
 AA7055  HISTORY     - 1994     MONUMENTED       ALHD
 AA7055
 AA7055                          STATION DESCRIPTION
 AA7055
 AA7055'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7055'THE STATION IS IN PERRY COUNTY ON THE EAST RIGHT OF WAY OF PERRY
 AA7055'COUNTY ROAD NO 1 ABOUT 6.80 MI (10.94 KM) SOUTH-SOUTHEAST OF UNIONTOWN
 AA7055'AND ABOUT 20.70 MI (33.31 KM) SOUTH-SOUTHWEST OF MARION. TO REACH THE
 AA7055'STATION FROM THE JUNCTION OF AL 183 NORTH, U.S. 80, AND PERRY COUNTY
 AA7055'ROAD NO 1 (MILEPOST 0.00 ON AL 183 AND MILEPOST 57.00 ON U.S. 80) IN
 AA7055'UNIONTOWN, DRIVE SOUTH ON PERRY COUNTY ROAD NO 1 FOR 0.05 MI (0.08 KM)
 AA7055'TO A FOUR WAY INTERSECTION. TURN LEFT AT THE INTERSECTION AND DRIVE
 AA7055'SOUTHEAST AND SOUTH ALONG PERRY COUNTY ROAD NO 1 FOR 7.70 MI (12.39
 AA7055'KM) TO THE STATION ON THE LEFT. THE STATION IS 33.8 FT (10.3 M)
 AA7055'EAST-NORTHEAST OF THE CENTERLINE OF PERRY COUNTY ROAD NO 1, 69.6 FT
 AA7055'(21.2 M) SOUTH OF A TELEPHONE CABLE PEDESTAL NO 43, 69.9 FT (21.3 M)
 AA7055'SOUTH OF A POWER POLE, 130.0 FT (39.6 M) NORTH-NORTHWEST OF A CONCRETE
 AA7055'RIGHT OF WAY MARKER IN THE FENCELINE, 225.5 FT (68.7 M) NORTH OF A
 AA7055'FOUR FOOT REFLECTOR POST, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS
 AA7055'POST AND SET FLUSH WITH THE GROUND. STATION 53-5 1994 MAY BE USED AS
 AA7055'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7056 ***********************************************************************
 AA7056  DESIGNATION -  53 7
 AA7056  PID         -  AA7056
 AA7056  STATE/COUNTY-  AL/PERRY
 AA7056  USGS QUAD   -  SCOTT STATION (1979)
 AA7056
 AA7056                         *CURRENT SURVEY CONTROL
 AA7056  ___________________________________________________________________
 AA7056* NAD 83(1992)-  32 31 53.02593(N)    087 28 49.10882(W)     ADJUSTED  
 AA7056* NAVD 88     -        82.9    (meters)     272.     (feet)  VERTCON   
 AA7056  ___________________________________________________________________
 AA7056  X           -     236,635.896 (meters)                     COMP
 AA7056  Y           -  -5,377,441.620 (meters)                     COMP
 AA7056  Z           -   3,410,288.113 (meters)                     COMP
 AA7056  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AA7056  ELLIP HEIGHT-          53.97  (meters)          (07/29/02) GPS OBS
 AA7056  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AA7056
 AA7056  HORZ ORDER  -  FIRST
 AA7056  ELLP ORDER  -  FOURTH    CLASS I
 AA7056
 AA7056.The horizontal coordinates were established by GPS observations
 AA7056.and adjusted by the National Geodetic Survey in July 1995..
 AA7056
 AA7056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7056
 AA7056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7056
 AA7056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7056
 AA7056.The ellipsoidal height was determined by GPS observations
 AA7056.and is referenced to NAD 83.
 AA7056
 AA7056.The geoid height was determined by GEOID03.
 AA7056
 AA7056;                    North         East     Units Scale Factor Converg.
 AA7056;SPC AL W     -   280,647.792   601,849.823   MT  0.99993338   +0 00 38.1
 AA7056;UTM  16      - 3,599,441.085   454,895.723   MT  0.99962509   -0 15 29.9
 AA7056
 AA7056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7056!SPC AL W     -   0.99999153  x   0.99993338  =   0.99992491
 AA7056!UTM  16      -   0.99999153  x   0.99962509  =   0.99961662
 AA7056
 AA7056                          SUPERSEDED SURVEY CONTROL
 AA7056
 AA7056  ELLIP H (07/21/95)   54.01   (m)                       GP(       ) 3 2
 AA7056  NGVD 29 (07/21/95)   82.8    (m)          272.     (f) GPS OBS        
 AA7056
 AA7056.Superseded values are not recommended for survey control.
 AA7056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7056.See file dsdata.txt to determine how the superseded data were derived.
 AA7056
 AA7056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA5489699441(NAD 83)
 AA7056_MARKER: DD = SURVEY DISK
 AA7056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7056_STAMPING: 53-7 1994
 AA7056_MARK LOGO: ALHD  
 AA7056_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7056+STABILITY: SURFACE MOTION
 AA7056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7056+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7056
 AA7056  HISTORY     - Date     Condition        Report By
 AA7056  HISTORY     - 1994     MONUMENTED       ALHD
 AA7056
 AA7056                          STATION DESCRIPTION
 AA7056
 AA7056'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7056'THE STATION IS IN PERRY COUNTY ON THE NORTH RIGHT OF WAY OF A GRAVEL
 AA7056'ROAD ABOUT 6.00 MI (9.66 KM) NORTH OF UNIONTOWN AND ABOUT 11.60 MI
 AA7056'(18.67 KM) SOUTHWEST OF MARION. TO REACH THE STATION FROM THE JUNCTION
 AA7056'OF AL 183 NORTH AND U.S. 80 (MILEPOST 0.00 ON AL 183 AND MILEPOST
 AA7056'57.00 ON U.S. 80) IN UNIONTOWN, DRIVE NORTH ON AL 183 FOR 6.00 MI
 AA7056'(9.66 KM) TO MILEPOST 6.00 AND A GRAVEL ROAD RIGHT. TURN RIGHT ON THE
 AA7056'GRAVEL ROAD TO THE STATION ON THE IMMEDIATE LEFT. THE STATION IS 3.0
 AA7056'FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON GREEN METAL
 AA7056'POSTS WITH WHITE TOPS, 17.3 FT (5.3 M) NORTH OF THE CENTER OF THE
 AA7056'GRAVEL ROAD, 59.0 FT (18.0 M) EAST OF THE EAST POST OF A RED METAL
 AA7056'GATE IN THE FENCELINE, 75.2 FT (22.9 M) EAST OF THE WEST POST OF A RED
 AA7056'METAL GATE IN THE FENCELINE, 85.5 FT (26.1 M) EAST OF TELEPHONE CABLE
 AA7056'PEDESTAL NO 30 E 1, 86.0 FT (26.2 M) EAST OF A JUNCTION POWER POLE
 AA7056'WITH ONE GUY WIRE AND ONE TRANSFORMER, 107.6 FT (32.8 M) SOUTHEAST OF
 AA7056'MILEPOST SIX, 2.9 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET
 AA7056'FLUSH WITH THE GROUND. STATION 53-8 1994 MAY BE USED AS AN AZIMUTH FOR
 AA7056'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7057 ***********************************************************************
 AA7057  DESIGNATION -  53 8
 AA7057  PID         -  AA7057
 AA7057  STATE/COUNTY-  AL/PERRY
 AA7057  USGS QUAD   -  SCOTT STATION (1979)
 AA7057
 AA7057                         *CURRENT SURVEY CONTROL
 AA7057  ___________________________________________________________________
 AA7057* NAD 83(1992)-  32 31 46.46126(N)    087 28 26.19754(W)     ADJUSTED  
 AA7057* NAVD 88     -        78.1    (meters)     256.     (feet)  VERTCON   
 AA7057  ___________________________________________________________________
 AA7057  X           -     237,237.821 (meters)                     COMP
 AA7057  Y           -  -5,377,519.940 (meters)                     COMP
 AA7057  Z           -   3,410,115.063 (meters)                     COMP
 AA7057  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 AA7057  ELLIP HEIGHT-          49.22  (meters)          (07/29/02) GPS OBS
 AA7057  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AA7057
 AA7057  HORZ ORDER  -  FIRST
 AA7057  ELLP ORDER  -  FOURTH    CLASS I
 AA7057
 AA7057.The horizontal coordinates were established by GPS observations
 AA7057.and adjusted by the National Geodetic Survey in July 1995..
 AA7057
 AA7057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7057
 AA7057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7057
 AA7057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7057
 AA7057.The ellipsoidal height was determined by GPS observations
 AA7057.and is referenced to NAD 83.
 AA7057
 AA7057.The geoid height was determined by GEOID03.
 AA7057
 AA7057;                    North         East     Units Scale Factor Converg.
 AA7057;SPC AL W     -   280,445.712   602,447.716   MT  0.99993341   +0 00 50.4
 AA7057;UTM  16      - 3,599,236.265   455,492.477   MT  0.99962443   -0 15 17.5
 AA7057
 AA7057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7057!SPC AL W     -   0.99999227  x   0.99993341  =   0.99992568
 AA7057!UTM  16      -   0.99999227  x   0.99962443  =   0.99961670
 AA7057
 AA7057                          SUPERSEDED SURVEY CONTROL
 AA7057
 AA7057  ELLIP H (07/21/95)   49.26   (m)                       GP(       ) 3 2
 AA7057  NGVD 29 (07/21/95)   78.1    (m)          256.     (f) GPS OBS        
 AA7057
 AA7057.Superseded values are not recommended for survey control.
 AA7057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7057.See file dsdata.txt to determine how the superseded data were derived.
 AA7057
 AA7057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA5549299236(NAD 83)
 AA7057_MARKER: DD = SURVEY DISK
 AA7057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7057_STAMPING: 53-8 1994
 AA7057_MARK LOGO: ALHD  
 AA7057_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7057+STABILITY: SURFACE MOTION
 AA7057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7057+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7057
 AA7057  HISTORY     - Date     Condition        Report By
 AA7057  HISTORY     - 1994     MONUMENTED       ALHD
 AA7057
 AA7057                          STATION DESCRIPTION
 AA7057
 AA7057'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7057'THE STATION IS IN PERRY COUNTY ON THE NORTH RIGHT OF WAY OF A GRAVEL
 AA7057'ROAD ABOUT 6.00 MI (9.66 KM) NORTH OF UNIONTOWN AND ABOUT 11.40 MI
 AA7057'(18.35 KM) SOUTHWEST OF MARION. TO REACH THE STATION FROM THE JUNCTION
 AA7057'OF AL 183 NORTH AND U.S. 80 (MILEPOST 0.00 ON AL 183 AND MILEPOST
 AA7057'57.00 ON U.S. 80) IN UNIONTOWN, DRIVE NORTH ON AL 183 FOR 6.00 MI
 AA7057'(9.66 KM) TO MILEPOST 6.00 AND A GRAVEL ROAD RIGHT. TURN RIGHT ON THE
 AA7057'GRAVEL ROAD AND DRIVE EAST FOR 0.40 MI (0.64 KM) TO THE STATION ON THE
 AA7057'LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE
 AA7057'FENCE ON GREEN METAL POSTS WITH WHITE TOPS, 16.9 FT (5.2 M) NORTH OF
 AA7057'THE CENTER OF A GRAVEL ROAD, 20.6 FT (6.3 M) WEST OF A SIX-INCH
 AA7057'TREATED WOOD POST IN THE FENCELINE, 3.0 FT (0.9 M) SOUTH OF A
 AA7057'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-7
 AA7057'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7058 ***********************************************************************
 AA7058  DESIGNATION -  53 9
 AA7058  PID         -  AA7058
 AA7058  STATE/COUNTY-  AL/PERRY
 AA7058  USGS QUAD   -  MARION SOUTH (1979)
 AA7058
 AA7058                         *CURRENT SURVEY CONTROL
 AA7058  ___________________________________________________________________
 AA7058* NAD 83(1992)-  32 30 50.66491(N)    087 22 21.12502(W)     ADJUSTED  
 AA7058* NAVD 88     -        65.1    (meters)     214.     (feet)  VERTCON   
 AA7058  ___________________________________________________________________
 AA7058  X           -     246,797.094 (meters)                     COMP
 AA7058  Y           -  -5,378,003.827 (meters)                     COMP
 AA7058  Z           -   3,408,658.859 (meters)                     COMP
 AA7058  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 AA7058  ELLIP HEIGHT-          36.30  (meters)          (07/29/02) GPS OBS
 AA7058  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AA7058
 AA7058  HORZ ORDER  -  FIRST
 AA7058  ELLP ORDER  -  FOURTH    CLASS I
 AA7058
 AA7058.The horizontal coordinates were established by GPS observations
 AA7058.and adjusted by the National Geodetic Survey in July 1995..
 AA7058
 AA7058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7058
 AA7058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7058
 AA7058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7058
 AA7058.The ellipsoidal height was determined by GPS observations
 AA7058.and is referenced to NAD 83.
 AA7058
 AA7058.The geoid height was determined by GEOID03.
 AA7058
 AA7058;                    North         East     Units Scale Factor Converg.
 AA7058;SPC AL W     -   278,733.913   611,976.113   MT  0.99993510   +0 04 06.6
 AA7058;UTM  16      - 3,597,480.333   465,009.743   MT  0.99961510   -0 12 00.9
 AA7058
 AA7058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7058!SPC AL W     -   0.99999430  x   0.99993510  =   0.99992940
 AA7058!UTM  16      -   0.99999430  x   0.99961510  =   0.99960940
 AA7058
 AA7058                          SUPERSEDED SURVEY CONTROL
 AA7058
 AA7058  ELLIP H (07/21/95)   36.35   (m)                       GP(       ) 3 2
 AA7058  NGVD 29 (07/21/95)   65.1    (m)          214.     (f) GPS OBS        
 AA7058
 AA7058.Superseded values are not recommended for survey control.
 AA7058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7058.See file dsdata.txt to determine how the superseded data were derived.
 AA7058
 AA7058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6501097480(NAD 83)
 AA7058_MARKER: DD = SURVEY DISK
 AA7058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7058_STAMPING: 53-9 1994
 AA7058_MARK LOGO: ALHD  
 AA7058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7058+STABILITY: SURFACE MOTION
 AA7058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7058+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7058
 AA7058  HISTORY     - Date     Condition        Report By
 AA7058  HISTORY     - 1994     MONUMENTED       ALHD
 AA7058
 AA7058                          STATION DESCRIPTION
 AA7058
 AA7058'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7058'THE STATION IS IN PERRY COUNTY ON THE EAST RIGHT OF WAY OF AL 5 ABOUT
 AA7058'8.75 MI (14.08 KM) SOUTH-SOUTHWEST OF MARION AND ABOUT 9.35 MI (15.05
 AA7058'KM) NORTHEAST OF UNIONTOWN. TO REACH THE STATION FROM THE JUNCTION OF
 AA7058'AL 183 NORTH AND U.S. 80 (MILEPOST 0.00 ON AL 183 AND MILEPOST 57.00
 AA7058'ON U.S. 80) IN UNIONTOWN, DRIVE EAST ON U.S. 80 FOR 9.15 MI (14.73 KM)
 AA7058'TO MILEPOST 66.15 AND AL 5 RUNNING NORTH AND SOUTH. TURN LEFT ON AL 5
 AA7058'AND DRIVE NORTH FOR 5.35 MI (8.61 KM) TO MILEPOST 53.10 AND THE
 AA7058'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST OF A FADED
 AA7058'WHITE WOOD BOARD FENCE, 35.5 FT (10.8 M) SOUTH OF A POSTED / NO
 AA7058'TRESPASSING SIGN IN THE FENCELINE, 47.2 FT (14.4 M) EAST OF THE
 AA7058'CENTERLINE OF AL 5, 53.0 FT (16.2 M) NORTH OF A POSTED / NO
 AA7058'TRESPASSING SIGN IN THE FENCELINE, 3.0 FT (0.9 M) WEST OF A CARSONITE
 AA7058'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 53-10 1994 MAY BE
 AA7058'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2396 ***********************************************************************
 BT2396  DESIGNATION -  53 AFK RESET
 BT2396  PID         -  BT2396
 BT2396  STATE/COUNTY-  AL/PIKE
 BT2396  USGS QUAD   -  TROY (1981)
 BT2396
 BT2396                         *CURRENT SURVEY CONTROL
 BT2396  ___________________________________________________________________
 BT2396* NAD 83(1992)-  31 45 58.69428(N)    085 54 22.10254(W)     ADJUSTED  
 BT2396* NAVD 88     -       159.1    (meters)     522.     (feet)  GPS OBS   
 BT2396  ___________________________________________________________________
 BT2396  X           -     387,497.843 (meters)                     COMP
 BT2396  Y           -  -5,414,008.629 (meters)                     COMP
 BT2396  Z           -   3,338,497.590 (meters)                     COMP
 BT2396  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 BT2396  ELLIP HEIGHT-         132.68  (meters)          (07/29/02) GPS OBS
 BT2396  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BT2396
 BT2396  HORZ ORDER  -  FIRST
 BT2396  ELLP ORDER  -  FOURTH    CLASS I
 BT2396
 BT2396.The horizontal coordinates were established by GPS observations
 BT2396.and adjusted by the National Geodetic Survey in December 1992..
 BT2396
 BT2396.The orthometric height was determined by GPS observations and a
 BT2396.high-resolution geoid model.
 BT2396
 BT2396.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2396
 BT2396.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2396
 BT2396.The ellipsoidal height was determined by GPS observations
 BT2396.and is referenced to NAD 83.
 BT2396
 BT2396.The geoid height was determined by GEOID03.
 BT2396
 BT2396;                    North         East     Units Scale Factor Converg.
 BT2396;SPC AL E     -   140,394.062   193,103.190   MT  0.99996059   -0 02 18.0
 BT2396;UTM  16      - 3,515,053.324   603,584.991   MT  0.99973233   +0 34 33.3
 BT2396
 BT2396!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2396!SPC AL E     -   0.99997917  x   0.99996059  =   0.99993976
 BT2396!UTM  16      -   0.99997917  x   0.99973233  =   0.99971150
 BT2396
 BT2396                          SUPERSEDED SURVEY CONTROL
 BT2396
 BT2396  ELLIP H (12/04/92)  132.72   (m)                       GP(       ) 4 1
 BT2396  NAD 83(1986)-  31 45 58.70321(N)    085 54 22.10088(W) AD(       ) 1
 BT2396  NGVD 29 (12/04/92)  159.2    (m)          522.     (f) GPS OBS        
 BT2396
 BT2396.Superseded values are not recommended for survey control.
 BT2396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2396.See file dsdata.txt to determine how the superseded data were derived.
 BT2396
 BT2396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA0358515053(NAD 83)
 BT2396_MARKER: DD = SURVEY DISK
 BT2396_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2396_SP_SET: CONCRETE POST
 BT2396_STAMPING: 53 AFK 1964 RESET 1970
 BT2396_MARK LOGO: USGS  
 BT2396_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2396_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2396+STABILITY: SURFACE MOTION
 BT2396_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2396+SATELLITE: SATELLITE OBSERVATIONS - May 28, 1991
 BT2396
 BT2396  HISTORY     - Date     Condition        Report By
 BT2396  HISTORY     - 1970     MONUMENTED       CGS
 BT2396  HISTORY     - 19910528 GOOD             ALHD
 BT2396
 BT2396                          STATION DESCRIPTION
 BT2396
 BT2396'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2396'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 BT2396'U.S. 231 AND ALA 10, ABOUT 5.25 MI (8.45 KM) SOUTHEAST OF TROY AND
 BT2396'ABOUT 6.25 MI (10.06 KM) NORTHWEST OF BRUNDIDGE.
 BT2396'TO REACH THE STATION FROM THE UNDERPASS UNDER U.S. 29 AND ALA 10 ON
 BT2396'U.S. 231 (MILE POST 180.95 ON U.S. 231 AND ALA 10) DRIVE SOUTHEAST ON
 BT2396'U.S. 231 AND ALA 10 FOR 5.75 MI (9.25 KM) TO MILE POST 186.70 AND THE
 BT2396'STATION ON THE RIGHT.
 BT2396'THE STATION IS 10.2 FT (3.1 M) EAST-SOUTHEAST OF A FOUR-INCH BY
 BT2396'FOUR-INCH BY FOUR-FOOT CONCRETE POST, 11.8 FT (3.6 M) EAST-SOUTHEAST
 BT2396'OF A POWER AND CABLE POLE, 20.0 FT (6.1 M) SOUTH OF THE SOUTHEAST END
 BT2396'OF AN 18-INCH CONCRETE PIPE UNDER A DRIVEWAY, 52.3 FT (15.9 M)
 BT2396'SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 231 AND
 BT2396'ALA 10, 82.0 FT (25.0 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF AN
 BT2396'OLD MOTEL BUILDING, 86.2 FT (26.3 M) EAST OF THE NORTHEAST CORNER OF
 BT2396'THE FRONT PORCH OF AN OLD MOTEL BUILDING, 1.0 FT (0.3 M)
 BT2396'SOUTH-SOUTHEAST OF A METAL WITNESS POST, 1.0 FT (0.3 M) SOUTHWEST OF A
 BT2396'CARSONITE WITNESS POST, AND SET ONE INCH UNDER GROUND.
 BT2396'TRIANGULATION STATION ANDERSON NW BASE 1943 MAY BE USED AS AN AZIMUTH
 BT2396'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1145 ***********************************************************************
 DH1145  DESIGNATION -  534 B 9
 DH1145  PID         -  DH1145
 DH1145  STATE/COUNTY-  AL/JEFFERSON
 DH1145  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1145
 DH1145                         *CURRENT SURVEY CONTROL
 DH1145  ___________________________________________________________________
 DH1145* NAD 83(1986)-  33 32 25.     (N)    086 45 43.     (W)     SCALED    
 DH1145* NAVD 88     -       194.275  (meters)     637.38   (feet)  ADJUSTED  
 DH1145  ___________________________________________________________________
 DH1145  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH1145  DYNAMIC HT  -         194.059 (meters)     636.68  (feet)  COMP
 DH1145  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 DH1145
 DH1145  VERT ORDER  -  FIRST     CLASS II
 DH1145
 DH1145.The horizontal coordinates were scaled from a topographic map and have
 DH1145.an estimated accuracy of +/- 6 seconds.
 DH1145
 DH1145.The orthometric height was determined by differential leveling
 DH1145.and adjusted by the National Geodetic Survey in June 1991..
 DH1145
 DH1145.The geoid height was determined by GEOID03.
 DH1145
 DH1145.The dynamic height is computed by dividing the NAVD 88
 DH1145.geopotential number by the normal gravity value computed on the
 DH1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1145.degrees latitude (g = 980.6199 gals.).
 DH1145
 DH1145.The modeled gravity was interpolated from observed gravity values.
 DH1145
 DH1145;                    North         East    Units  Estimated Accuracy
 DH1145;SPC AL W     -   392,770.      668,550.      MT  (+/- 180 meters Scaled)
 DH1145
 DH1145                          SUPERSEDED SURVEY CONTROL
 DH1145
 DH1145  NGVD 29 (??/??/92)  194.237  (m)          637.26   (f) ADJ UNCH    1 2
 DH1145
 DH1145.Superseded values are not recommended for survey control.
 DH1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1145.See file dsdata.txt to determine how the superseded data were derived.
 DH1145
 DH1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC221112(NAD 83)
 DH1145_MARKER: DD = SURVEY DISK
 DH1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1145_STAMPING: 534 B 9
 DH1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1145+STABILITY: SURFACE MOTION
 DH1145
 DH1145  HISTORY     - Date     Condition        Report By
 DH1145  HISTORY     - UNK      MONUMENTED       ALGS
 DH1145  HISTORY     - 1947     GOOD             NGS
 DH1145
 DH1145                          STATION DESCRIPTION
 DH1145
 DH1145'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1145'IN BIRMINGHAM.
 DH1145'AT BIRMINGHAM, ABOUT 2.0 MILES NORTHEAST ALONG 5TH AVENUE AND GEORGIA
 DH1145'ROAD FROM THE LOUISVILLE AND NASHVILLE RAILROAD CROSSING OF FIFTH
 DH1145'AVENUE, ABOUT 100 YARDS SOUTHWEST AND ACROSS GEORGIA ROAD FROM GIBSON
 DH1145'SCHOOL, AT THE JUNCTION OF 50TH STREET, 14.5 FEET SOUTHEAST OF THE
 DH1145'CENTER LINE OF GEORGIA ROAD, 35 FEET EAST OF THE CENTER LINE OF 50TH
 DH1145'STREET, 0.6 FOOT SOUTHEAST OF THE SOUTHEAST CURB OF GEORGIA ROAD AND
 DH1145'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0710 ***********************************************************************
 EF0710  DESIGNATION -  54
 EF0710  PID         -  EF0710
 EF0710  STATE/COUNTY-  AL/LIMESTONE
 EF0710  USGS QUAD   -  DECATUR (1982)
 EF0710
 EF0710                         *CURRENT SURVEY CONTROL
 EF0710  ___________________________________________________________________
 EF0710* NAD 83(1986)-  34 36 03.     (N)    086 56 32.     (W)     SCALED    
 EF0710* NAVD 88     -       169.819  (meters)     557.15   (feet)  ADJUSTED  
 EF0710  ___________________________________________________________________
 EF0710  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 EF0710  DYNAMIC HT  -         169.654 (meters)     556.61  (feet)  COMP
 EF0710  MODELED GRAV-     979,661.5   (mgal)                       NAVD 88
 EF0710
 EF0710  VERT ORDER  -  FIRST     CLASS II
 EF0710
 EF0710.The horizontal coordinates were scaled from a topographic map and have
 EF0710.an estimated accuracy of +/- 6 seconds.
 EF0710
 EF0710.The orthometric height was determined by differential leveling
 EF0710.and adjusted by the National Geodetic Survey in June 1991..
 EF0710
 EF0710.The geoid height was determined by GEOID03.
 EF0710
 EF0710.The dynamic height is computed by dividing the NAVD 88
 EF0710.geopotential number by the normal gravity value computed on the
 EF0710.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0710.degrees latitude (g = 980.6199 gals.).
 EF0710
 EF0710.The modeled gravity was interpolated from observed gravity values.
 EF0710
 EF0710;                    North         East    Units  Estimated Accuracy
 EF0710;SPC AL W     -   510,310.      651,160.      MT  (+/- 180 meters Scaled)
 EF0710
 EF0710                          SUPERSEDED SURVEY CONTROL
 EF0710
 EF0710  NGVD 29 (??/??/92)  169.781  (m)          557.02   (f) ADJ UNCH    1 2
 EF0710
 EF0710.Superseded values are not recommended for survey control.
 EF0710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0710.See file dsdata.txt to determine how the superseded data were derived.
 EF0710
 EF0710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED052287(NAD 83)
 EF0710_MARKER: DD = SURVEY DISK
 EF0710_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0710_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0710_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0710+STABILITY: SURFACE MOTION
 EF0710
 EF0710  HISTORY     - Date     Condition        Report By
 EF0710  HISTORY     - UNK      MONUMENTED       USE
 EF0710  HISTORY     - 1933     GOOD             NGS
 EF0710  HISTORY     - 1934     GOOD             NGS
 EF0710
 EF0710                          STATION DESCRIPTION
 EF0710
 EF0710'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0710'2 MI SE FROM DECATUR.
 EF0710'IN LIMESTONE COUNTY, ABOUT 2 MILES UPSTREAM FROM DECATUR, MORGAN
 EF0710'COUNTY, ON THE RIGHT BANK OF TENNESSEE RIVER AT MILEAGE 157, ABOUT 1/2
 EF0710'MILE DOWNSTREAM FROM THE ALABAMA POWER COMPANY TOWER, ON THE CREST OF
 EF0710'THE BANK, ABOUT 100 FEET NORTH OF RIVER AND MIDWAY BETWEEN TWO HOUSES
 EF0710'WITH TIN ROOFS, 10 FEET SOUTH OF ROAD AND 4 FEET NORTH OF A 30-INCH
 EF0710'HACKBERRY STUMP.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK SET
 EF0710'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE THE
 EF0710'GROUND.
 EF0710
 EF0710                          STATION RECOVERY (1934)
 EF0710
 EF0710'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF0710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2134 ***********************************************************************
 DJ2134  DESIGNATION -  54 1
 DJ2134  PID         -  DJ2134
 DJ2134  STATE/COUNTY-  AL/PICKENS
 DJ2134  USGS QUAD   -  PICKENSVILLE (1982)
 DJ2134
 DJ2134                         *CURRENT SURVEY CONTROL
 DJ2134  ___________________________________________________________________
 DJ2134* NAD 83(1992)-  33 07 45.08984(N)    088 18 14.75795(W)     ADJUSTED  
 DJ2134* NAVD 88     -        55.5    (meters)     182.     (feet)  VERTCON   
 DJ2134  ___________________________________________________________________
 DJ2134  X           -     158,233.536 (meters)                     COMP
 DJ2134  Y           -  -5,344,338.108 (meters)                     COMP
 DJ2134  Z           -   3,465,981.015 (meters)                     COMP
 DJ2134  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DJ2134  ELLIP HEIGHT-          26.80  (meters)          (07/29/02) GPS OBS
 DJ2134  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DJ2134
 DJ2134  HORZ ORDER  -  FIRST
 DJ2134  ELLP ORDER  -  FOURTH    CLASS I
 DJ2134
 DJ2134.The horizontal coordinates were established by GPS observations
 DJ2134.and adjusted by the National Geodetic Survey in December 1992..
 DJ2134
 DJ2134.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2134.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2134
 DJ2134.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2134
 DJ2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2134
 DJ2134.The ellipsoidal height was determined by GPS observations
 DJ2134.and is referenced to NAD 83.
 DJ2134
 DJ2134.The geoid height was determined by GEOID03.
 DJ2134
 DJ2134;                    North         East     Units Scale Factor Converg.
 DJ2134;SPC AL W     -   347,227.352   524,968.033   MT  1.00000272   -0 26 22.1
 DJ2134;SPC MS E     -   402,491.376   349,384.219   MT  0.99998006   +0 17 21.3
 DJ2134;SPC MS E     - 1,320,507.12  1,146,271.39   sFT  0.99998006   +0 17 21.3
 DJ2134;UTM  16      - 3,666,365.996   378,350.056   MT  0.99978246   -0 42 46.1
 DJ2134
 DJ2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2134!SPC AL W     -   0.99999579  x   1.00000272  =   0.99999851
 DJ2134!SPC MS E     -   0.99999579  x   0.99998006  =   0.99997585
 DJ2134!UTM  16      -   0.99999579  x   0.99978246  =   0.99977825
 DJ2134
 DJ2134:                Primary Azimuth Mark                     Grid Az
 DJ2134:SPC AL W     -  54 2                                     148 00 00.4
 DJ2134:SPC MS E     -  54 2                                     147 16 17.0
 DJ2134:UTM  16      -  54 2                                     148 16 24.4
 DJ2134
 DJ2134|---------------------------------------------------------------------|
 DJ2134| PID    Reference Object                     Distance      Geod. Az  |
 DJ2134|                                                           dddmmss.s |
 DJ2134| DJ2135 54 2                                413.502 METERS 1473338.3 |
 DJ2134|---------------------------------------------------------------------|
 DJ2134
 DJ2134                          SUPERSEDED SURVEY CONTROL
 DJ2134
 DJ2134  ELLIP H (12/04/92)   26.90   (m)                       GP(       ) 4 1
 DJ2134  NAD 83(1986)-  33 07 45.09668(N)    088 18 14.76069(W) AD(       ) 1
 DJ2134  NGVD 29 (12/04/92)   55.5    (m)          182.     (f) GPS OBS        
 DJ2134
 DJ2134.Superseded values are not recommended for survey control.
 DJ2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2134.See file dsdata.txt to determine how the superseded data were derived.
 DJ2134
 DJ2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7835066366(NAD 83)
 DJ2134_MARKER: DD = SURVEY DISK
 DJ2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2134_SP_SET: CONCRETE POST
 DJ2134_STAMPING: 54-1 1990
 DJ2134_MARK LOGO: ALHD  
 DJ2134_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2134+STABILITY: SURFACE MOTION
 DJ2134_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2134+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 DJ2134
 DJ2134  HISTORY     - Date     Condition        Report By
 DJ2134  HISTORY     - 1990     MONUMENTED       ALHD
 DJ2134  HISTORY     - 19910506 GOOD
 DJ2134
 DJ2134                          STATION DESCRIPTION
 DJ2134
 DJ2134'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DJ2134'THE STATION IS LOCATED IN PICKENS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 DJ2134'OF PICKENS COUNTY ROAD NO. 1, ABOUT 11.35 KM (7.05 MI) SOUTH-
 DJ2134'SOUTHWEST OF PICKENSVILLE AND ABOUT 14.32 KM (8.90 MI) WEST OF
 DJ2134'ALICEVILLE.
 DJ2134'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 17 (MILE POST
 DJ2134'190.15 ON ALA 17) IN ALICEVILLE, DRIVE SOUTHWEST ON ALA 17 14.48 KM
 DJ2134'(9.00 MI) TO MILE POST 181.15 AND ALA 32 ON THE RIGHT, TURN RIGHT ON
 DJ2134'ALA 32 AND DRIVE WEST 2.01 KM (1.25 MI) TO MILE POST 2.35 AND PICKENS
 DJ2134'COUNTY ROAD NO. 1 ON THE RIGHT, TURN RIGHT ON PICKENS COUNTY ROAD NO.
 DJ2134'1 AND DRIVE NORTH 8.77 KM (5.45 MI) TO THE STATION ON THE LEFT.
 DJ2134'THE STATION IS 0.85 M (2.79 FT) SOUTHEAST OF TELEPHONE CABLE PEDESTAL
 DJ2134'NO. 346 2 AND A SUPPORT POST, 12.44 M (40.81 FT) SOUTHWEST OF THE
 DJ2134'CENTERLINE OF PICKENS COUNTY ROAD NO. 1, 0.58 M (1.90 FT) EAST-
 DJ2134'NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DJ2134'STATION 54-2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2134
 DJ2134                          STATION RECOVERY (1991)
 DJ2134
 DJ2134'RECOVERED 1991
 DJ2134'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2810 ***********************************************************************
 DH2810  DESIGNATION -  54 10
 DH2810  PID         -  DH2810
 DH2810  STATE/COUNTY-  AL/PICKENS
 DH2810  USGS QUAD   -  PALMETTO (1967)
 DH2810
 DH2810                         *CURRENT SURVEY CONTROL
 DH2810  ___________________________________________________________________
 DH2810* NAD 83(1992)-  33 29 37.91596(N)    087 58 53.70730(W)     ADJUSTED  
 DH2810* NAVD 88     -       101.82   (meters)     334.1    (feet)  N HEIGHT  
 DH2810  ___________________________________________________________________
 DH2810  X           -     187,532.814 (meters)                     COMP
 DH2810  Y           -  -5,321,202.766 (meters)                     COMP
 DH2810  Z           -   3,499,807.414 (meters)                     COMP
 DH2810  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DH2810  ELLIP HEIGHT-          73.42  (meters)          (07/29/02) GPS OBS
 DH2810  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DH2810  DYNAMIC HT  -         101.71  (meters)     333.7   (feet)  COMP
 DH2810  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 DH2810
 DH2810  HORZ ORDER  -  FIRST
 DH2810  VERT ORDER  -  THIRD
 DH2810  ELLP ORDER  -  FOURTH    CLASS I
 DH2810
 DH2810.The horizontal coordinates were established by GPS observations
 DH2810.and adjusted by the National Geodetic Survey in December 1992..
 DH2810
 DH2810.The orthometric height was determined by differential leveling
 DH2810.and adjusted by the National Geodetic Survey in February 1996..
 DH2810.The height was determined by precise leveling from only one NSRS
 DH2810.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DH2810.allowed ONLY to validate the GPS-derived height.
 DH2810
 DH2810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2810
 DH2810.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2810
 DH2810.The ellipsoidal height was determined by GPS observations
 DH2810.and is referenced to NAD 83.
 DH2810
 DH2810.The geoid height was determined by GEOID03.
 DH2810
 DH2810.The dynamic height is computed by dividing the NAVD 88
 DH2810.geopotential number by the normal gravity value computed on the
 DH2810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2810.degrees latitude (g = 980.6199 gals.).
 DH2810
 DH2810.The modeled gravity was interpolated from observed gravity values.
 DH2810
 DH2810;                    North         East     Units Scale Factor Converg.
 DH2810;SPC AL W     -   387,486.671   555,249.483   MT  0.99995801   -0 15 56.8
 DH2810;UTM  16      - 3,706,470.157   408,816.887   MT  0.99970250   -0 32 30.2
 DH2810
 DH2810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2810!SPC AL W     -   0.99998847  x   0.99995801  =   0.99994648
 DH2810!UTM  16      -   0.99998847  x   0.99970250  =   0.99969098
 DH2810
 DH2810|---------------------------------------------------------------------|
 DH2810| PID    Reference Object                     Distance      Geod. Az  |
 DH2810|                                                           dddmmss.s |
 DH2810| DH2809 54 9                                396.039 METERS 15122     |
 DH2810|---------------------------------------------------------------------|
 DH2810
 DH2810                          SUPERSEDED SURVEY CONTROL
 DH2810
 DH2810  ELLIP H (12/04/92)   73.51   (m)                       GP(       ) 4 1
 DH2810  NAD 83(1986)-  33 29 37.91969(N)    087 58 53.70698(W) AD(       ) 1
 DH2810  NGVD 29 (??/??/??)  101.77   (m)          333.9    (f) N HEIGHT    3  
 DH2810
 DH2810.Superseded values are not recommended for survey control.
 DH2810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2810.See file dsdata.txt to determine how the superseded data were derived.
 DH2810
 DH2810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0881706470(NAD 83)
 DH2810_MARKER: DD = SURVEY DISK
 DH2810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2810_SP_SET: CONCRETE POST
 DH2810_STAMPING: 54-10 1990
 DH2810_MARK LOGO: ALHD  
 DH2810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2810+STABILITY: SURFACE MOTION
 DH2810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2810+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 DH2810
 DH2810  HISTORY     - Date     Condition        Report By
 DH2810  HISTORY     - 1990     MONUMENTED       ALHD
 DH2810  HISTORY     - 19910507 GOOD
 DH2810  HISTORY     - 19920129 GOOD             ALHD
 DH2810
 DH2810                          STATION DESCRIPTION
 DH2810
 DH2810'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2810'THE STATION IS LOCATED IN PICKENS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 DH2810'OF ALA 17, IN THE COMMUNITY OF PALMETTO, ABOUT 13.04 KM (8.10 MI)
 DH2810'NORTH-NORTHEAST OF REFORM AND ABOUT 20.84 KM (12.95 MI) NORTH-
 DH2810'NORTHWEST OF GORDO.
 DH2810'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 17 (MILE
 DH2810'POST 211.20 ON ALA 17) AT THE TRAFFIC LIGHT IN REFORM, DRIVE NORTH ON
 DH2810'ALA 17 FOR 13.84 KM (8.60 MI) TO MILE POST 219.80 AND THE STATION ON
 DH2810'THE LEFT.
 DH2810'THE STATION IS 0.91 M (2.99 FT) NORTHEAST OF A FOUR STRAND BARBED WIRE
 DH2810'FENCE ON OLD WOOD POSTS, 7.68 M (25.20 FT) NORTH OF A POWER POLE IN A
 DH2810'PASTURE, 18.32 M (60.10 FT) SOUTHWEST OF THE CENTERLINE OF ALA 17,
 DH2810'0.85 M (2.79 FT) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 DH2810'FLUSH WITH THE GROUND.
 DH2810'STATION 54-9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2810'AN ELEVATION TRANSFER WAS MADE FROM BM G 171 1944.
 DH2810
 DH2810                          STATION RECOVERY (1991)
 DH2810
 DH2810'RECOVERED 1991
 DH2810'RECOVERED IN GOOD CONDITION.
 DH2810
 DH2810                          STATION RECOVERY (1992)
 DH2810
 DH2810'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2810'THE STATION IS LOCATED IN PICKENS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 DH2810'OF ALA 17, IN THE COMMUNITY OF PALMETTO, ABOUT 13.04 KM (8.10 MI)
 DH2810'NORTH-NORTHEAST OF REFORM AND ABOUT 20.84 KM (12.95 MI)
 DH2810'NORTH-NORTHWEST OF GORDO.
 DH2810'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 17 (MILE
 DH2810'POST 211.20 ON ALA 17) AT THE TRAFFIC LIGHT IN REFORM, DRIVE NORTH ON
 DH2810'ALA 17 FOR 13.84 KM (8.60 MI) TO MILE POST 219.80 AND THE STATION ON
 DH2810'THE LEFT.
 DH2810'THE STATION IS 0.91 M (2.99 FT) NORTHEAST OF A FOUR STRAND BARBED WIRE
 DH2810'FENCE ON OLD WOOD POSTS, 7.68 M (25.20 FT) NORTH OF A POWER POLE IN A
 DH2810'PASTURE, 18.32 M (60.10 FT) SOUTHWEST OF THE CENTERLINE OF ALA 17,
 DH2810'0.85 M (2.79 FT) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 DH2810'FLUSH WITH THE GROUND.
 DH2810'STATION 54-9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2810'AN ELEVATION TRANSFER WAS MADE FROM BM G 171 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2811 ***********************************************************************
 DH2811  DESIGNATION -  54 11
 DH2811  PID         -  DH2811
 DH2811  STATE/COUNTY-  AL/PICKENS
 DH2811  USGS QUAD   -  KIRK (1970)
 DH2811
 DH2811                         *CURRENT SURVEY CONTROL
 DH2811  ___________________________________________________________________
 DH2811* NAD 83(1992)-  33 13 07.63881(N)    087 55 45.40172(W)     ADJUSTED  
 DH2811* NAVD 88     -       105.4    (meters)     346.     (feet)  VERTCON   
 DH2811  ___________________________________________________________________
 DH2811  X           -     192,996.868 (meters)                     COMP
 DH2811  Y           -  -5,337,796.414 (meters)                     COMP
 DH2811  Z           -   3,474,325.698 (meters)                     COMP
 DH2811  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DH2811  ELLIP HEIGHT-          76.58  (meters)          (07/29/02) GPS OBS
 DH2811  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DH2811
 DH2811  HORZ ORDER  -  FIRST
 DH2811  ELLP ORDER  -  FOURTH    CLASS I
 DH2811
 DH2811.The horizontal coordinates were established by GPS observations
 DH2811.and adjusted by the National Geodetic Survey in December 1992..
 DH2811
 DH2811.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2811.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2811
 DH2811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2811
 DH2811.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2811
 DH2811.The ellipsoidal height was determined by GPS observations
 DH2811.and is referenced to NAD 83.
 DH2811
 DH2811.The geoid height was determined by GEOID03.
 DH2811
 DH2811;                    North         East     Units Scale Factor Converg.
 DH2811;SPC AL W     -   356,958.029   559,984.391   MT  0.99995307   -0 14 06.6
 DH2811;UTM  16      - 3,675,927.029   413,404.056   MT  0.99969245   -0 30 32.9
 DH2811
 DH2811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2811!SPC AL W     -   0.99998798  x   0.99995307  =   0.99994105
 DH2811!UTM  16      -   0.99998798  x   0.99969245  =   0.99968043
 DH2811
 DH2811                          SUPERSEDED SURVEY CONTROL
 DH2811
 DH2811  ELLIP H (12/04/92)   76.67   (m)                       GP(       ) 4 1
 DH2811  NAD 83(1986)-  33 13 07.64430(N)    087 55 45.40481(W) AD(       ) 1
 DH2811  NGVD 29 (12/04/92)  105.4    (m)          346.     (f) GPS OBS        
 DH2811
 DH2811.Superseded values are not recommended for survey control.
 DH2811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2811.See file dsdata.txt to determine how the superseded data were derived.
 DH2811
 DH2811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1340475927(NAD 83)
 DH2811_MARKER: DD = SURVEY DISK
 DH2811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2811_SP_SET: CONCRETE POST
 DH2811_STAMPING: 54-11 1990
 DH2811_MARK LOGO: ALHD  
 DH2811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2811+STABILITY: SURFACE MOTION
 DH2811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2811+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1991
 DH2811
 DH2811  HISTORY     - Date     Condition        Report By
 DH2811  HISTORY     - 1990     MONUMENTED       ALHD
 DH2811  HISTORY     - 19910507 GOOD
 DH2811
 DH2811                          STATION DESCRIPTION
 DH2811
 DH2811'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2811'THE STATION IS LOCATED IN PICKENS COUNTY ON PROPERTY OWNED BY GULF
 DH2811'STATES PAPER COMPANY, ABOUT 11.10 KM (6.90 MI) SOUTH-SOUTHWEST OF
 DH2811'GORDO AND ABOUT 16.17 KM (10.05 MI) EAST-SOUTHEAST OF CARROLLTON.
 DH2811'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 86 (MILE
 DH2811'POST 29.10 ON U. S. 82) 2.41 KM (1.50 MI) SOUTHEAST OF GORDO, DRIVE
 DH2811'EAST ON U. S. 82 FOR 0.97 KM (0.60 MI) TO MILE POST 29.70 AND PICKENS
 DH2811'COUNTY ROAD NO. 63 ON THE RIGHT, TURN RIGHT ON PICKENS COUNTY ROAD
 DH2811'NO. 63 AND DRIVE SOUTH 6.36 KM (3.95 MI) TO A GRAVEL ROAD ON THE
 DH2811'RIGHT AT KIRK, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE WESTERLY 3.06
 DH2811'KM (1.90 MI) TO A Y-INTERSECTION, BEAR LEFT ON A GRAVEL ROAD AND
 DH2811'DRIVE SOUTHWESTERLY 0.48 KM (0.30 MI) TO A CONCRETE BRIDGE OVER A
 DH2811'CREEK, CONTINUE SOUTHWESTERLY 1.45 KM (0.90 MI) TO KENNEY HILL CHURCH
 DH2811'OF GOD ON THE RIGHT, CONTINUE SOUTHWESTERLY 1.29 KM (0.80 MI) TO A
 DH2811'WOODS ROAD AND A YELLOW GATE ON THE RIGHT (GULF STATE KEY NO 6H 21
 DH2811'FITS THE TOP LOCK), TURN RIGHT ON THE WOODS ROAD, PASSING THROUGH THE
 DH2811'GATE, AN DRIVE WESTERLY 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT
 DH2811'ON TOP OF A LOW HILL.
 DH2811'THE STATION IS LOCATED IN WHAT APPEARS TO BE AN OLD LOG YARD ON TOP OF
 DH2811'A LOW HILL, 2.44 M (8.01 FT) EAST OF THE CENTER OF THE WOODS ROAD,
 DH2811'0.55 M (1.80 FT) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 DH2811'FLUSH WITH THE GROUND.
 DH2811'STATION 54-12 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2811
 DH2811                          STATION RECOVERY (1991)
 DH2811
 DH2811'RECOVERED 1991
 DH2811'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2812 ***********************************************************************
 DH2812  DESIGNATION -  54 12
 DH2812  PID         -  DH2812
 DH2812  STATE/COUNTY-  AL/PICKENS
 DH2812  USGS QUAD   -  KIRK (1970)
 DH2812
 DH2812                         *CURRENT SURVEY CONTROL
 DH2812  ___________________________________________________________________
 DH2812* NAD 83(1992)-  33 13 02.59967(N)    087 55 23.33873(W)     ADJUSTED  
 DH2812* NAVD 88     -        72.5    (meters)     238.     (feet)  VERTCON   
 DH2812  ___________________________________________________________________
 DH2812  X           -     193,569.905 (meters)                     COMP
 DH2812  Y           -  -5,337,833.209 (meters)                     COMP
 DH2812  Z           -   3,474,177.785 (meters)                     COMP
 DH2812  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 DH2812  ELLIP HEIGHT-          43.66  (meters)          (07/29/02) GPS OBS
 DH2812  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DH2812
 DH2812  HORZ ORDER  -  FIRST
 DH2812  ELLP ORDER  -  FOURTH    CLASS I
 DH2812
 DH2812.The horizontal coordinates were established by GPS observations
 DH2812.and adjusted by the National Geodetic Survey in December 1992..
 DH2812
 DH2812.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2812.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2812
 DH2812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2812
 DH2812.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2812
 DH2812.The ellipsoidal height was determined by GPS observations
 DH2812.and is referenced to NAD 83.
 DH2812
 DH2812.The geoid height was determined by GEOID03.
 DH2812
 DH2812;                    North         East     Units Scale Factor Converg.
 DH2812;SPC AL W     -   356,800.464   560,555.052   MT  0.99995251   -0 13 54.5
 DH2812;UTM  16      - 3,675,766.779   413,973.808   MT  0.99969124   -0 30 20.7
 DH2812
 DH2812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2812!SPC AL W     -   0.99999315  x   0.99995251  =   0.99994566
 DH2812!UTM  16      -   0.99999315  x   0.99969124  =   0.99968439
 DH2812
 DH2812                          SUPERSEDED SURVEY CONTROL
 DH2812
 DH2812  ELLIP H (12/04/92)   43.75   (m)                       GP(       ) 4 1
 DH2812  NAD 83(1986)-  33 13 02.60516(N)    087 55 23.34182(W) AD(       ) 1
 DH2812  NGVD 29 (12/04/92)   72.5    (m)          238.     (f) GPS OBS        
 DH2812
 DH2812.Superseded values are not recommended for survey control.
 DH2812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2812.See file dsdata.txt to determine how the superseded data were derived.
 DH2812
 DH2812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1397475767(NAD 83)
 DH2812_MARKER: DD = SURVEY DISK
 DH2812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2812_SP_SET: CONCRETE POST
 DH2812_STAMPING: 54-12 1990
 DH2812_MARK LOGO: ALHD  
 DH2812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2812+STABILITY: SURFACE MOTION
 DH2812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2812+SATELLITE: SATELLITE OBSERVATIONS - May 08, 1991
 DH2812
 DH2812  HISTORY     - Date     Condition        Report By
 DH2812  HISTORY     - 1990     MONUMENTED       ALHD
 DH2812  HISTORY     - 19910508 GOOD
 DH2812
 DH2812                          STATION DESCRIPTION
 DH2812
 DH2812'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2812'THE STATION IS LOCATED IN PICKENS COUNTY ON THE WEST RIGHT OF WAY OF A
 DH2812'PICKENS COUNTY ROAD, ABOUT 11.02 KM (6.85 MI) SOUTH-SOUTHWEST OF
 DH2812'GORDO AND ABOUT 16.58 KM (10.30 MI) EAST-SOUTHEAST OF CARROLLTON.
 DH2812'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 86 (MILE
 DH2812'POST 29.10 ON U. S. 82) 2.41 KM (1.50 MI) SOUTHEAST OF GORDO, DRIVE
 DH2812'EAST ON U. S. 82 FOR 0.97 KM (0.60 MI) TO MILE POST 29.70 AND PICKENS
 DH2812'COUNTY ROAD NO. 63 ON THE RIGHT, TURN RIGHT ON PICKENS COUNTY ROAD
 DH2812'NO. 63 AND DRIVE SOUTH 6.36 KM (3.95 MI) TO A GRAVEL ROAD ON THE
 DH2812'RIGHT AT KIRK, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE WESTERLY 3.06
 DH2812'KM (1.90 MI) TO A Y-INTERSECTION, BEAR LEFT ON A GRAVEL ROAD AND
 DH2812'DRIVE SOUTHWESTERLY 0.48 KM (0.30 MI) TO A CONCRETE BRIDGE OVER A
 DH2812'CREEK, CONTINUE SOUTHWESTERLY 1.45 KM (0.90 MI) TO KENNEY HILL CHURCH
 DH2812'OF GOD ON THE RIGHT, CONTINUE SOUTHWESTERLY 1.05 KM (0.65 MI) TO THE
 DH2812'STATION ON THE RIGHT.
 DH2812'THE STATION IS 1.07 M (3.51 FT) EAST OF A THREE STRAND BARBED WIRE
 DH2812'FENCE ON OLD TREATED WOOD POSTS, 6.10 M (20.01 FT) WEST OF THE CENTER
 DH2812'OF A GRAVEL ROAD, 24.29 M (79.69 FT) WEST-NORTHWEST OF A POWER POLE
 DH2812'ACROSS THE GRAVEL ROAD, 37.80 M (124.02 FT) NORTH OF THE WEST END OF
 DH2812'A 48-INCH SPAN BY 32-INCH RISE CORREGATED METAL PIPE UNDER THE GRAVEL
 DH2812'ROAD, 0.76 M (2.49 FT) EAST OF A CARSONITE WITNESS POST, AND SET
 DH2812'FLUSH WITH THE GROUND.
 DH2812'STATION 54-11 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2812
 DH2812                          STATION RECOVERY (1991)
 DH2812
 DH2812'RECOVERED 1991
 DH2812'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7501 ***********************************************************************
 AA7501  DESIGNATION -  54 13
 AA7501  PID         -  AA7501
 AA7501  STATE/COUNTY-  AL/PICKENS
 AA7501  USGS QUAD   -  PALMETTO (1967)
 AA7501
 AA7501                         *CURRENT SURVEY CONTROL
 AA7501  ___________________________________________________________________
 AA7501* NAD 83(1992)-  33 27 25.71056(N)    087 52 58.05598(W)     ADJUSTED  
 AA7501* NAVD 88     -       157.5    (meters)     517.     (feet)  VERTCON   
 AA7501  ___________________________________________________________________
 AA7501  X           -     196,792.315 (meters)                     COMP
 AA7501  Y           -  -5,323,163.154 (meters)                     COMP
 AA7501  Z           -   3,496,440.631 (meters)                     COMP
 AA7501  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 AA7501  ELLIP HEIGHT-         129.19  (meters)          (07/29/02) GPS OBS
 AA7501  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 AA7501
 AA7501  HORZ ORDER  -  FIRST
 AA7501  ELLP ORDER  -  FOURTH    CLASS I
 AA7501
 AA7501.The horizontal coordinates were established by GPS observations
 AA7501.and adjusted by the National Geodetic Survey in August 1995..
 AA7501
 AA7501.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7501
 AA7501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7501
 AA7501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7501
 AA7501.The ellipsoidal height was determined by GPS observations
 AA7501.and is referenced to NAD 83.
 AA7501
 AA7501.The geoid height was determined by GEOID03.
 AA7501
 AA7501;                    North         East     Units Scale Factor Converg.
 AA7501;SPC AL W     -   383,375.555   564,414.619   MT  0.99994894   -0 12 39.7
 AA7501;UTM  16      - 3,702,316.052   417,959.742   MT  0.99968298   -0 29 12.2
 AA7501
 AA7501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7501!SPC AL W     -   0.99997972  x   0.99994894  =   0.99992866
 AA7501!UTM  16      -   0.99997972  x   0.99968298  =   0.99966270
 AA7501
 AA7501:                Primary Azimuth Mark                     Grid Az
 AA7501:SPC AL W     -  54 14                                    308 59 11.4
 AA7501:UTM  16      -  54 14                                    309 15 43.9
 AA7501
 AA7501|---------------------------------------------------------------------|
 AA7501| PID    Reference Object                     Distance      Geod. Az  |
 AA7501|                                                           dddmmss.s |
 AA7501| AA7502 54 14                               480.827 METERS 3084631.7 |
 AA7501|---------------------------------------------------------------------|
 AA7501
 AA7501                          SUPERSEDED SURVEY CONTROL
 AA7501
 AA7501  ELLIP H (08/28/95)  129.24   (m)                       GP(       ) 4 1
 AA7501  NGVD 29 (08/28/95)  157.5    (m)          517.     (f) GPS OBS        
 AA7501
 AA7501.Superseded values are not recommended for survey control.
 AA7501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7501.See file dsdata.txt to determine how the superseded data were derived.
 AA7501
 AA7501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1796002316(NAD 83)
 AA7501_MARKER: DD = SURVEY DISK
 AA7501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7501_STAMPING: 54-13 1994
 AA7501_MARK LOGO: ALHD  
 AA7501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7501+STABILITY: SURFACE MOTION
 AA7501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7501+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7501
 AA7501  HISTORY     - Date     Condition        Report By
 AA7501  HISTORY     - 1994     MONUMENTED       ALHD
 AA7501
 AA7501                          STATION DESCRIPTION
 AA7501
 AA7501'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7501'THE STATION IS IN PICKENS COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA7501'PICKENS COUNTY ROAD NO 47 ABOUT 9.75 MI (15.69 KM) NORTH OF GORDO AND
 AA7501'ABOUT 9.35 MI (15.05 KM) NORTHEAST OF REFORM. TO REACH THE STATION
 AA7501'FROM THE JUNCTION OF U.S. 82 AND AL 159 NORTH (MILEPOST 27.52 ON U.S.
 AA7501'82 AND MILEPOST 0.00 ON AL 159) IN GORDO, DRIVE NORTH ON AL 159 FOR
 AA7501'10.60 MI (17.06 KM) TO MILEPOST 10.60 AND PICKENS COUNTY ROAD NO 47
 AA7501'LEFT. TURN LEFT ON PICKENS COUNTY ROAD NO 47 AND DRIVE NORTHWEST FOR
 AA7501'0.60 MI (0.97 KM) TO THE STATION ON THE RIGHT. THE STATION IS 22.5 FT
 AA7501'(6.9 M) NORTH-NORTHEAST OF THE CENTER OF PICKENS COUNTY ROAD NO 47,
 AA7501'42.0 FT (12.8 M) NORTH-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY
 AA7501'LEADING TO THREE J'S POULTRY FARM ACROSS THE ROAD, 67.0 FT (20.4 M)
 AA7501'NORTH OF A THREE J'S FARM SIGN ACROSS THE ROAD, 69.5 FT (21.2 M) EAST
 AA7501'OF A POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 77.8 FT (23.7 M)
 AA7501'NORTH OF A JUNCTION POWER POLE WITH ONE TRANSFORMER ACROSS THE ROAD,
 AA7501'2.4 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA7501'WITH THE GROUND. STATION 54-14 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7501'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7502 ***********************************************************************
 AA7502  DESIGNATION -  54 14
 AA7502  PID         -  AA7502
 AA7502  STATE/COUNTY-  AL/PICKENS
 AA7502  USGS QUAD   -  PALMETTO (1967)
 AA7502
 AA7502                         *CURRENT SURVEY CONTROL
 AA7502  ___________________________________________________________________
 AA7502* NAD 83(1992)-  33 27 35.48432(N)    087 53 12.57193(W)     ADJUSTED  
 AA7502* NAVD 88     -       159.9    (meters)     525.     (feet)  VERTCON   
 AA7502  ___________________________________________________________________
 AA7502  X           -     196,411.644 (meters)                     COMP
 AA7502  Y           -  -5,323,013.017 (meters)                     COMP
 AA7502  Z           -   3,496,693.135 (meters)                     COMP
 AA7502  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 AA7502  ELLIP HEIGHT-         131.51  (meters)          (07/29/02) GPS OBS
 AA7502  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 AA7502
 AA7502  HORZ ORDER  -  FIRST
 AA7502  ELLP ORDER  -  FOURTH    CLASS I
 AA7502
 AA7502.The horizontal coordinates were established by GPS observations
 AA7502.and adjusted by the National Geodetic Survey in August 1995..
 AA7502
 AA7502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7502
 AA7502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7502
 AA7502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7502
 AA7502.The ellipsoidal height was determined by GPS observations
 AA7502.and is referenced to NAD 83.
 AA7502
 AA7502.The geoid height was determined by GEOID03.
 AA7502
 AA7502;                    North         East     Units Scale Factor Converg.
 AA7502;SPC AL W     -   383,678.047   564,040.894   MT  0.99994927   -0 12 47.8
 AA7502;UTM  16      - 3,702,620.257   417,587.576   MT  0.99968373   -0 29 20.3
 AA7502
 AA7502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7502!SPC AL W     -   0.99997935  x   0.99994927  =   0.99992863
 AA7502!UTM  16      -   0.99997935  x   0.99968373  =   0.99966309
 AA7502
 AA7502:                Primary Azimuth Mark                     Grid Az
 AA7502:SPC AL W     -  54 13                                    128 59 11.5
 AA7502:UTM  16      -  54 13                                    129 15 44.0
 AA7502
 AA7502|---------------------------------------------------------------------|
 AA7502| PID    Reference Object                     Distance      Geod. Az  |
 AA7502|                                                           dddmmss.s |
 AA7502| AA7501 54 13                               480.827 METERS 1284623.7 |
 AA7502|---------------------------------------------------------------------|
 AA7502
 AA7502                          SUPERSEDED SURVEY CONTROL
 AA7502
 AA7502  ELLIP H (08/28/95)  131.56   (m)                       GP(       ) 4 1
 AA7502  NGVD 29 (08/28/95)  159.8    (m)          524.     (f) GPS OBS        
 AA7502
 AA7502.Superseded values are not recommended for survey control.
 AA7502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7502.See file dsdata.txt to determine how the superseded data were derived.
 AA7502
 AA7502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1758802620(NAD 83)
 AA7502_MARKER: DD = SURVEY DISK
 AA7502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7502_STAMPING: 54-14 1994
 AA7502_MARK LOGO: ALHD  
 AA7502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7502+STABILITY: SURFACE MOTION
 AA7502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7502+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7502
 AA7502  HISTORY     - Date     Condition        Report By
 AA7502  HISTORY     - 1994     MONUMENTED       ALHD
 AA7502
 AA7502                          STATION DESCRIPTION
 AA7502
 AA7502'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7502'THE STATION IS IN PICKENS COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA7502'PICKENS COUNTY ROAD NO 47 ABOUT 9.85 MI (15.85 KM) NORTH OF GORDO AND
 AA7502'ABOUT 9.20 MI (14.81 KM) NORTHEAST OF REFORM. TO REACH THE STATION
 AA7502'FROM THE JUNCTION OF U.S. 82 AND AL 159 NORTH (MILEPOST 27.52 ON U.S.
 AA7502'82 AND MILEPOST 0.00 ON AL 159) IN GORDO, DRIVE NORTH ON AL 159 FOR
 AA7502'10.60 MI (17.06 KM) TO MILEPOST 10.60 AND PICKENS COUNTY ROAD NO 47
 AA7502'LEFT. TURN LEFT ON PICKENS COUNTY ROAD NO 47 AND DRIVE NORTHWEST FOR
 AA7502'0.90 MI (1.45 KM) TO A GRAVEL ROAD AND THE STATION ON THE LEFT. THE
 AA7502'STATION IS 32.3 FT (9.8 M) NORTHWEST OF THE CENTER OF A GRAVEL ROAD,
 AA7502'42.8 FT (13.0 M) SOUTHWEST OF THE CENTER OF PICKENS COUNTY ROAD NO 47,
 AA7502'55.0 FT (16.8 M) NORTHWEST OF A JUNCTION POWER POLE ACROSS THE GRAVEL
 AA7502'ROAD, 104.0 FT (31.7 M) WEST OF A STABILIZER POWER POLE WITH ONE GUY
 AA7502'WIRE ACROSS PICKENS COUNTY ROAD NO 47, 2.1 FT (0.6 M) NORTHEAST OF A
 AA7502'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 54-13
 AA7502'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7503 ***********************************************************************
 AA7503  DESIGNATION -  54 15
 AA7503  PID         -  AA7503
 AA7503  STATE/COUNTY-  AL/PICKENS
 AA7503  USGS QUAD   -  PALMETTO (1967)
 AA7503
 AA7503                         *CURRENT SURVEY CONTROL
 AA7503  ___________________________________________________________________
 AA7503* NAD 83(1992)-  33 22 55.46169(N)    087 53 02.57879(W)     ADJUSTED  
 AA7503* NAVD 88     -       116.8    (meters)     383.     (feet)  VERTCON   
 AA7503  ___________________________________________________________________
 AA7503  X           -     196,843.649 (meters)                     COMP
 AA7503  Y           -  -5,327,716.038 (meters)                     COMP
 AA7503  Z           -   3,489,468.569 (meters)                     COMP
 AA7503  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA7503  ELLIP HEIGHT-          88.31  (meters)          (07/29/02) GPS OBS
 AA7503  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AA7503
 AA7503  HORZ ORDER  -  FIRST
 AA7503  ELLP ORDER  -  FOURTH    CLASS I
 AA7503
 AA7503.The horizontal coordinates were established by GPS observations
 AA7503.and adjusted by the National Geodetic Survey in August 1995..
 AA7503
 AA7503.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7503
 AA7503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7503
 AA7503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7503
 AA7503.The ellipsoidal height was determined by GPS observations
 AA7503.and is referenced to NAD 83.
 AA7503
 AA7503.The geoid height was determined by GEOID03.
 AA7503
 AA7503;                    North         East     Units Scale Factor Converg.
 AA7503;SPC AL W     -   375,050.404   564,267.090   MT  0.99994907   -0 12 40.7
 AA7503;UTM  16      - 3,693,993.919   417,772.248   MT  0.99968336   -0 29 11.2
 AA7503
 AA7503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7503!SPC AL W     -   0.99998614  x   0.99994907  =   0.99993521
 AA7503!UTM  16      -   0.99998614  x   0.99968336  =   0.99966950
 AA7503
 AA7503:                Primary Azimuth Mark                     Grid Az
 AA7503:SPC AL W     -  54 16                                    029 12 08.8
 AA7503:UTM  16      -  54 16                                    029 28 39.3
 AA7503
 AA7503|---------------------------------------------------------------------|
 AA7503| PID    Reference Object                     Distance      Geod. Az  |
 AA7503|                                                           dddmmss.s |
 AA7503| AA7504 54 16                               408.465 METERS 0285928.1 |
 AA7503|---------------------------------------------------------------------|
 AA7503
 AA7503                          SUPERSEDED SURVEY CONTROL
 AA7503
 AA7503  ELLIP H (08/28/95)   88.37   (m)                       GP(       ) 4 1
 AA7503  NGVD 29 (08/28/95)  116.8    (m)          383.     (f) GPS OBS        
 AA7503
 AA7503.Superseded values are not recommended for survey control.
 AA7503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7503.See file dsdata.txt to determine how the superseded data were derived.
 AA7503
 AA7503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1777293994(NAD 83)
 AA7503_MARKER: DD = SURVEY DISK
 AA7503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7503_STAMPING: 54-15 1994
 AA7503_MARK LOGO: ALHD  
 AA7503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7503+STABILITY: SURFACE MOTION
 AA7503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7503+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7503
 AA7503  HISTORY     - Date     Condition        Report By
 AA7503  HISTORY     - 1994     MONUMENTED       ALHD
 AA7503
 AA7503                          STATION DESCRIPTION
 AA7503
 AA7503'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7503'THE STATION IS IN PICKENS COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA7503'159 ABOUT 4.65 MI (7.48 KM) NORTH OF GORDO AND ABOUT 7.60 MI (12.23
 AA7503'KM) EAST OF REFORM. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82
 AA7503'AND AL 159 NORTH (MILEPOST 27.52 ON U.S. 82 AND MILEPOST 0.00 ON AL
 AA7503'159) IN GORDO, DRIVE NORTH ON AL 159 FOR 5.40 MI (8.69 KM) TO MILEPOST
 AA7503'5.40 AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA7503'WEST-NORTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON GREEN METAL POSTS
 AA7503'WITH WHITE TOPS, 37.0 FT (11.3 M) NORTHWEST OF A POWER POLE IN A
 AA7503'FIELD, 37.7 FT (11.5 M) EAST-SOUTHEAST OF THE CENTERLINE OF AL 159,
 AA7503'76.7 FT (23.4 M) EAST-NORTHEAST OF A CABLE POLE ACROSS THE ROAD, 2.9
 AA7503'FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA7503'THE GROUND. STATION 54-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7503'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7504 ***********************************************************************
 AA7504  DESIGNATION -  54 16
 AA7504  PID         -  AA7504
 AA7504  STATE/COUNTY-  AL/PICKENS
 AA7504  USGS QUAD   -  PALMETTO (1967)
 AA7504
 AA7504                         *CURRENT SURVEY CONTROL
 AA7504  ___________________________________________________________________
 AA7504* NAD 83(1992)-  33 23 07.05842(N)    087 52 54.91904(W)     ADJUSTED  
 AA7504* NAVD 88     -       120.7    (meters)     396.     (feet)  VERTCON   
 AA7504  ___________________________________________________________________
 AA7504  X           -     197,034.351 (meters)                     COMP
 AA7504  Y           -  -5,327,515.519 (meters)                     COMP
 AA7504  Z           -   3,489,769.050 (meters)                     COMP
 AA7504  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA7504  ELLIP HEIGHT-          92.21  (meters)          (07/29/02) GPS OBS
 AA7504  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AA7504
 AA7504  HORZ ORDER  -  FIRST
 AA7504  ELLP ORDER  -  FOURTH    CLASS I
 AA7504
 AA7504.The horizontal coordinates were established by GPS observations
 AA7504.and adjusted by the National Geodetic Survey in August 1995..
 AA7504
 AA7504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7504
 AA7504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7504
 AA7504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7504
 AA7504.The ellipsoidal height was determined by GPS observations
 AA7504.and is referenced to NAD 83.
 AA7504
 AA7504.The geoid height was determined by GEOID03.
 AA7504
 AA7504;                    North         East     Units Scale Factor Converg.
 AA7504;SPC AL W     -   375,406.935   564,466.369   MT  0.99994889   -0 12 36.6
 AA7504;UTM  16      - 3,694,349.395   417,973.183   MT  0.99968295   -0 29 07.1
 AA7504
 AA7504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7504!SPC AL W     -   0.99998552  x   0.99994889  =   0.99993441
 AA7504!UTM  16      -   0.99998552  x   0.99968295  =   0.99966848
 AA7504
 AA7504:                Primary Azimuth Mark                     Grid Az
 AA7504:SPC AL W     -  54 15                                    209 12 08.9
 AA7504:UTM  16      -  54 15                                    209 28 39.4
 AA7504
 AA7504|---------------------------------------------------------------------|
 AA7504| PID    Reference Object                     Distance      Geod. Az  |
 AA7504|                                                           dddmmss.s |
 AA7504| AA7503 54 15                               408.465 METERS 2085932.3 |
 AA7504|---------------------------------------------------------------------|
 AA7504
 AA7504                          SUPERSEDED SURVEY CONTROL
 AA7504
 AA7504  ELLIP H (08/28/95)   92.28   (m)                       GP(       ) 4 1
 AA7504  NGVD 29 (08/28/95)  120.7    (m)          396.     (f) GPS OBS        
 AA7504
 AA7504.Superseded values are not recommended for survey control.
 AA7504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7504.See file dsdata.txt to determine how the superseded data were derived.
 AA7504
 AA7504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1797394349(NAD 83)
 AA7504_MARKER: DD = SURVEY DISK
 AA7504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7504_STAMPING: 54-16 1994
 AA7504_MARK LOGO: ALHD  
 AA7504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7504+STABILITY: SURFACE MOTION
 AA7504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7504+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7504
 AA7504  HISTORY     - Date     Condition        Report By
 AA7504  HISTORY     - 1994     MONUMENTED       ALHD
 AA7504
 AA7504                          STATION DESCRIPTION
 AA7504
 AA7504'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7504'THE STATION IS IN PICKENS COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA7504'159 ABOUT 4.90 MI (7.89 KM) NORTH OF GORDO AND 7.75 MI (12.47 KM) EAST
 AA7504'OF REFORM. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND AL
 AA7504'159 NORTH (MILEPOST 27.52 ON U.S. 82 AND MILEPOST 0.00 ON AL 159) IN
 AA7504'GORDO, DRIVE NORTH ON AL 159 FOR 5.65 MI (9.09 KM) TO MILEPOST 5.65
 AA7504'AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTHWEST
 AA7504'OF A FIVE STRAND BARBED WIRE FENCE ON GREEN METAL POSTS WITH WHITE
 AA7504'TOPS, 13.4 FT (4.1 M) SOUTHWEST OF AN ORANGE BURIED CABLE WARNING
 AA7504'PEDESTAL, 32.7 FT (10.0 M) SOUTHWEST OF A FIRE HYDRANT, 37.2 FT (11.3
 AA7504'M) SOUTHEAST OF THE CENTERLINE OF AL 159, 57.7 FT (17.6 M) SOUTHWEST
 AA7504'OF THE CENTERLINE OF THE ENTRANCE TO A GRAVEL ROAD, 59.0 FT (18.0 M)
 AA7504'NORTHEAST OF TELEPHONE CABLE PEDESTAL NO 4 RE, 65.0 FT (19.8 M) EAST
 AA7504'OF A PICKENS COUNTY ROAD NO 20 DIRECTIONAL SIGN ACROSS AL 159, 68.6 FT
 AA7504'(20.9 M) WEST-SOUTHWEST OF THE WEST POST OF A RED METAL GATE LEADING
 AA7504'INTO A FIELD, 2.9 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST AND
 AA7504'SET FLUSH WITH THE GROUND. STATION 54-15 1994 MAY BE USED AS AN
 AA7504'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7505 ***********************************************************************
 AA7505  DESIGNATION -  54 17
 AA7505  PID         -  AA7505
 AA7505  STATE/COUNTY-  AL/PICKENS
 AA7505  USGS QUAD   -  GORDO (1983)
 AA7505
 AA7505                         *CURRENT SURVEY CONTROL
 AA7505  ___________________________________________________________________
 AA7505* NAD 83(1992)-  33 18 58.75905(N)    087 54 09.34174(W)     ADJUSTED  
 AA7505* NAVD 88     -        81.9    (meters)     269.     (feet)  GPS OBS   
 AA7505  ___________________________________________________________________
 AA7505  X           -     195,264.835 (meters)                     COMP
 AA7505  Y           -  -5,331,756.489 (meters)                     COMP
 AA7505  Z           -   3,483,357.555 (meters)                     COMP
 AA7505  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AA7505  ELLIP HEIGHT-          53.21  (meters)          (08/29/05) GPS OBS
 AA7505  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AA7505
 AA7505  HORZ ORDER  -  A
 AA7505  ELLP ORDER  -  FOURTH    CLASS I
 AA7505
 AA7505.The horizontal coordinates were established by GPS observations
 AA7505.and adjusted by the National Geodetic Survey in August 2005..
 AA7505
 AA7505.The orthometric height was determined by GPS observations and a
 AA7505.high-resolution geoid model.
 AA7505
 AA7505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7505
 AA7505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7505
 AA7505.The ellipsoidal height was determined by GPS observations
 AA7505.and is referenced to NAD 83.
 AA7505
 AA7505.The geoid height was determined by GEOID03.
 AA7505
 AA7505;                    North         East     Units Scale Factor Converg.
 AA7505;SPC AL W     -   367,764.877   562,513.415   MT  0.99995065   -0 13 16.1
 AA7505;UTM  16      - 3,686,718.816   415,984.111   MT  0.99968703   -0 29 44.8
 AA7505
 AA7505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7505!SPC AL W     -   0.99999165  x   0.99995065  =   0.99994230
 AA7505!UTM  16      -   0.99999165  x   0.99968703  =   0.99967868
 AA7505
 AA7505                          SUPERSEDED SURVEY CONTROL
 AA7505
 AA7505  ELLIP H (07/29/02)   53.22   (m)                       GP(       ) 4 1
 AA7505  NAD 83(1992)-  33 18 58.75964(N)    087 54 09.33944(W) AD(       ) 1
 AA7505  ELLIP H (08/28/95)   53.30   (m)                       GP(       ) 4 1
 AA7505  NGVD 29 (08/28/95)   81.8    (m)          268.     (f) GPS OBS        
 AA7505
 AA7505.Superseded values are not recommended for survey control.
 AA7505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7505.See file dsdata.txt to determine how the superseded data were derived.
 AA7505
 AA7505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1598486719(NAD 83)
 AA7505_MARKER: DD = SURVEY DISK
 AA7505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7505_STAMPING: 54-17 1994
 AA7505_MARK LOGO: ALHD  
 AA7505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7505+STABILITY: SURFACE MOTION
 AA7505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7505+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 AA7505
 AA7505  HISTORY     - Date     Condition        Report By
 AA7505  HISTORY     - 1994     MONUMENTED       ALHD
 AA7505  HISTORY     - 20040412 GOOD             ALHD
 AA7505  HISTORY     - 20050720 GOOD             ALDOT
 AA7505
 AA7505                          STATION DESCRIPTION
 AA7505
 AA7505'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7505'THE STATION IS IN PICKENS COUNTY ON THE NORTH RIGHT OF WAY OF U.S. 82
 AA7505'IN GORDO. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND AL 159
 AA7505'NORTH (MILEPOST 27.52 ON U.S. 82 AND MILEPOST 0.00 ON AL 159) IN
 AA7505'GORDO, DRIVE EAST ON U.S. 82 FOR 0.05 MI (0.08 KM) TO MILEPOST 27.55
 AA7505'AND THE STATION ON THE LEFT IN FRONT OF A BP STATION. THE STATION IS
 AA7505'7.2 FT (2.2 M) SOUTH OF A CONCRETE CURB IN FRONT OF A BP STATION, 45.9
 AA7505'FT (14.0 M) NORTH OF THE CENTER OF U.S. 82, 49.0 FT (14.9 M) EAST OF
 AA7505'AN AL 159 NORTH DIRECTIONAL SIGN, 50.2 FT (15.3 M) EAST OF A U.S. 82
 AA7505'WEST DIRECTIONAL SIGN, 98.4 FT (30.0 M) WEST-NORTHWEST OF THE NORTH
 AA7505'LEG OF A FAYETTE DIRECTIONAL SIGN, 112.4 FT (34.3 M) NORTH OF A
 AA7505'JUNCTION POWER AND CABLE POLE WITH TWO GUY WIRES AND A NIGHT LIGHT,
 AA7505'124.1 FT (37.8 M) WEST-NORTHWEST OF A STOP SIGN, 2.1 FT (0.6 M) SOUTH
 AA7505'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA7505'54-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7505
 AA7505                          STATION RECOVERY (2004)
 AA7505
 AA7505'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA7505'RECOVERED IN GOOD CONDITION.
 AA7505
 AA7505                          STATION RECOVERY (2005)
 AA7505
 AA7505'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7505'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7506 ***********************************************************************
 AA7506  DESIGNATION -  54 18
 AA7506  PID         -  AA7506
 AA7506  STATE/COUNTY-  AL/PICKENS
 AA7506  USGS QUAD   -  GORDO (1983)
 AA7506
 AA7506                         *CURRENT SURVEY CONTROL
 AA7506  ___________________________________________________________________
 AA7506* NAD 83(1992)-  33 18 50.71428(N)    087 53 42.54305(W)     ADJUSTED  
 AA7506* NAVD 88     -        79.4    (meters)     260.     (feet)  VERTCON   
 AA7506  ___________________________________________________________________
 AA7506  X           -     195,962.479 (meters)                     COMP
 AA7506  Y           -  -5,331,865.032 (meters)                     COMP
 AA7506  Z           -   3,483,149.070 (meters)                     COMP
 AA7506  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AA7506  ELLIP HEIGHT-          50.72  (meters)          (07/29/02) GPS OBS
 AA7506  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AA7506
 AA7506  HORZ ORDER  -  FIRST
 AA7506  ELLP ORDER  -  FOURTH    CLASS I
 AA7506
 AA7506.The horizontal coordinates were established by GPS observations
 AA7506.and adjusted by the National Geodetic Survey in August 1995..
 AA7506
 AA7506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7506
 AA7506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7506
 AA7506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7506
 AA7506.The ellipsoidal height was determined by GPS observations
 AA7506.and is referenced to NAD 83.
 AA7506
 AA7506.The geoid height was determined by GEOID03.
 AA7506
 AA7506;                    North         East     Units Scale Factor Converg.
 AA7506;SPC AL W     -   367,514.394   563,205.617   MT  0.99995002   -0 13 01.3
 AA7506;UTM  16      - 3,686,465.085   416,674.922   MT  0.99968560   -0 29 30.0
 AA7506
 AA7506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7506!SPC AL W     -   0.99999204  x   0.99995002  =   0.99994206
 AA7506!UTM  16      -   0.99999204  x   0.99968560  =   0.99967764
 AA7506
 AA7506                          SUPERSEDED SURVEY CONTROL
 AA7506
 AA7506  ELLIP H (08/28/95)   50.80   (m)                       GP(       ) 4 1
 AA7506  NGVD 29 (08/28/95)   79.3    (m)          260.     (f) GPS OBS        
 AA7506
 AA7506.Superseded values are not recommended for survey control.
 AA7506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7506.See file dsdata.txt to determine how the superseded data were derived.
 AA7506
 AA7506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1667586465(NAD 83)
 AA7506_MARKER: DD = SURVEY DISK
 AA7506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7506_STAMPING: 54-18 1994
 AA7506_MARK LOGO: ALHD  
 AA7506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7506+STABILITY: SURFACE MOTION
 AA7506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7506+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 AA7506
 AA7506  HISTORY     - Date     Condition        Report By
 AA7506  HISTORY     - 1994     MONUMENTED       ALHD
 AA7506  HISTORY     - 20050728 GOOD             ALDOT
 AA7506
 AA7506                          STATION DESCRIPTION
 AA7506
 AA7506'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7506'THE STATION IS IN PICKENS COUNTY ON THE NORTH RIGHT OF WAY OF U.S. 82
 AA7506'IN GORDO. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND AL 159
 AA7506'NORTH (MILEPOST 27.52 ON U.S. 82 AND MILEPOST 0.00 ON AL 159) IN
 AA7506'GORDO, DRIVE EAST ON U.S. 82 FOR 0.55 MI (0.89 KM) TO MILEPOST 28.05
 AA7506'AND THE STATION ON THE LEFT. THE STATION IS 15.0 FT (4.6 M)
 AA7506'SOUTH-SOUTHWEST OF A FOUR FOOT CHAIN LINK FENCE, 29.8 FT (9.1 M)
 AA7506'SOUTHEAST OF THE CENTER OF A SEWER MANHOLE, 38.0 FT (11.6 M) WEST OF
 AA7506'THE CENTER OF A FOUR FOOT CHAIN LINK DOUBLE GATE, 59.4 FT (18.1 M)
 AA7506'EAST-SOUTHEAST OF THE SOUTH LEG OF A JUSTISS COMPANIES SIGN, 92.7 FT
 AA7506'(28.3 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO 366 1, 100.0 FT
 AA7506'(30.5 M) NORTH-NORTHEAST OF THE CENTER OF U.S. 82, 121.0 FT (36.9 M)
 AA7506'NORTHWEST OF TELEPHONE CABLE PEDESTAL NO 2 32, 15.0 FT (4.6 M)
 AA7506'SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA7506'GROUND. STATION 54-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7506
 AA7506                          STATION RECOVERY (2005)
 AA7506
 AA7506'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7506'REPLACED CARSONITE WITNESS POST WITH METAL WITNESS POST IN SAME
 AA7506'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7507 ***********************************************************************
 AA7507  DESIGNATION -  54 19
 AA7507  PID         -  AA7507
 AA7507  STATE/COUNTY-  AL/PICKENS
 AA7507  USGS QUAD   -  MANTUA (1970)
 AA7507
 AA7507                         *CURRENT SURVEY CONTROL
 AA7507  ___________________________________________________________________
 AA7507* NAD 83(1992)-  33 06 44.47082(N)    087 58 09.46836(W)     ADJUSTED  
 AA7507* NAVD 88     -        70.8    (meters)     232.     (feet)  VERTCON   
 AA7507  ___________________________________________________________________
 AA7507  X           -     189,496.415 (meters)                     COMP
 AA7507  Y           -  -5,344,354.630 (meters)                     COMP
 AA7507  Z           -   3,464,425.149 (meters)                     COMP
 AA7507  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA7507  ELLIP HEIGHT-          41.85  (meters)          (07/29/02) GPS OBS
 AA7507  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA7507
 AA7507  HORZ ORDER  -  FIRST
 AA7507  ELLP ORDER  -  FOURTH    CLASS I
 AA7507
 AA7507.The horizontal coordinates were established by GPS observations
 AA7507.and adjusted by the National Geodetic Survey in August 1995..
 AA7507
 AA7507.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7507
 AA7507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7507
 AA7507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7507
 AA7507.The ellipsoidal height was determined by GPS observations
 AA7507.and is referenced to NAD 83.
 AA7507
 AA7507.The geoid height was determined by GEOID03.
 AA7507
 AA7507;                    North         East     Units Scale Factor Converg.
 AA7507;SPC AL W     -   345,170.190   556,201.100   MT  0.99995698   -0 15 22.9
 AA7507;UTM  16      - 3,664,160.429   409,565.519   MT  0.99970084   -0 31 46.4
 AA7507
 AA7507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7507!SPC AL W     -   0.99999343  x   0.99995698  =   0.99995041
 AA7507!UTM  16      -   0.99999343  x   0.99970084  =   0.99969427
 AA7507
 AA7507:                Primary Azimuth Mark                     Grid Az
 AA7507:SPC AL W     -  54 20                                    317 17 18.7
 AA7507:UTM  16      -  54 20                                    317 33 42.2
 AA7507
 AA7507|---------------------------------------------------------------------|
 AA7507| PID    Reference Object                     Distance      Geod. Az  |
 AA7507|                                                           dddmmss.s |
 AA7507| AA7508 54 20                               429.596 METERS 3170155.8 |
 AA7507|---------------------------------------------------------------------|
 AA7507
 AA7507                          SUPERSEDED SURVEY CONTROL
 AA7507
 AA7507  ELLIP H (08/28/95)   41.95   (m)                       GP(       ) 4 1
 AA7507  NGVD 29 (08/28/95)   70.8    (m)          232.     (f) GPS OBS        
 AA7507
 AA7507.Superseded values are not recommended for survey control.
 AA7507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7507.See file dsdata.txt to determine how the superseded data were derived.
 AA7507
 AA7507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0956664160(NAD 83)
 AA7507_MARKER: DD = SURVEY DISK
 AA7507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7507_STAMPING: 54-19 1994
 AA7507_MARK LOGO: ALHD  
 AA7507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7507+STABILITY: SURFACE MOTION
 AA7507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7507+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7507
 AA7507  HISTORY     - Date     Condition        Report By
 AA7507  HISTORY     - 1994     MONUMENTED       ALHD
 AA7507
 AA7507                          STATION DESCRIPTION
 AA7507
 AA7507'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7507'THE STATION IS IN PICKENS COUNTY ON THE SOUTHWEST RIGHT OF WAY OF A
 AA7507'PAVED COUNTY ROAD ABOUT  14.50 MI (23.33 KM) SOUTH OF GORDO AND ABOUT
 AA7507'10.55 MI (16.98 KM) EAST OF ALICEVILLE. TO REACH THE STATION FROM THE
 AA7507'JUNCTION OF U.S. 82 AND AL 159 NORTH (MILEPOST 27.52 ON U.S. 82 AND
 AA7507'MILEPOST 0.00 ON AL 159) IN GORDO, DRIVE SOUTHEAST ON U.S. 82 FOR 2.25
 AA7507'MI (3.62 KM) TO MILEPOST 29.75 AND PICKENS COUNTY ROAD NO 63 RIGHT.
 AA7507'TURN RIGHT ON PICKENS COUNTY ROAD NO 63 AND DRIVE SOUTH AND SOUTHWEST
 AA7507'FOR 15.85 MI (25.51 KM) TO A PAVED COUNTY ROAD RIGHT. TURN RIGHT ON
 AA7507'THE PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR 0.30 MI (0.48 KM) TO THE
 AA7507'STATION ON THE LEFT. THE STATION IS 2.7 FT (0.8 M) NORTHEAST OF A FIVE
 AA7507'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 9.0 FT (2.7 M)
 AA7507'EAST-SOUTHEAST OF THE SOUTHEAST POST OF A METAL GATE LEADING INTO A
 AA7507'PASTURE, 25.0 FT (7.6 M) SOUTHWEST OF THE CENTER OF THE PAVED COUNTY
 AA7507'ROAD, 25.0 FT (7.6 M) SOUTHEAST OF THE NORTHWEST POST OF A METAL GATE
 AA7507'LEADING INTO A PASTURE, 36.0 FT (11.0 M) SOUTHWEST OF THE CENTER OF A
 AA7507'GRAVEL DRIVEWAY LEADING TO A HUNTING CLUB ACROSS THE ROAD, 67.5 FT
 AA7507'(20.6 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO 134 2 ACROSS THE ROAD,
 AA7507'3.1 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA7507'WITH THE GROUND. STATION 54-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7507'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2135 ***********************************************************************
 DJ2135  DESIGNATION -  54 2
 DJ2135  PID         -  DJ2135
 DJ2135  STATE/COUNTY-  AL/PICKENS
 DJ2135  USGS QUAD   -  PICKENSVILLE (1982)
 DJ2135
 DJ2135                         *CURRENT SURVEY CONTROL
 DJ2135  ___________________________________________________________________
 DJ2135* NAD 83(1992)-  33 07 33.76199(N)    088 18 06.20138(W)     ADJUSTED  
 DJ2135* NAVD 88     -        56.4    (meters)     185.     (feet)  VERTCON   
 DJ2135  ___________________________________________________________________
 DJ2135  X           -     158,460.912 (meters)                     COMP
 DJ2135  Y           -  -5,344,522.931 (meters)                     COMP
 DJ2135  Z           -   3,465,689.249 (meters)                     COMP
 DJ2135  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 DJ2135  ELLIP HEIGHT-          27.70  (meters)          (07/29/02) GPS OBS
 DJ2135  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DJ2135
 DJ2135  HORZ ORDER  -  FIRST
 DJ2135  ELLP ORDER  -  FOURTH    CLASS I
 DJ2135
 DJ2135.The horizontal coordinates were established by GPS observations
 DJ2135.and adjusted by the National Geodetic Survey in December 1992..
 DJ2135
 DJ2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2135
 DJ2135.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2135
 DJ2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2135
 DJ2135.The ellipsoidal height was determined by GPS observations
 DJ2135.and is referenced to NAD 83.
 DJ2135
 DJ2135.The geoid height was determined by GEOID03.
 DJ2135
 DJ2135;                    North         East     Units Scale Factor Converg.
 DJ2135;SPC AL W     -   346,876.681   525,187.156   MT  1.00000232   -0 26 17.3
 DJ2135;SPC MS E     -   402,143.528   349,607.779   MT  0.99998033   +0 17 25.9
 DJ2135;SPC MS E     - 1,319,365.89  1,147,004.85   sFT  0.99998033   +0 17 25.9
 DJ2135;UTM  16      - 3,666,014.361   378,567.455   MT  0.99978181   -0 42 41.2
 DJ2135
 DJ2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2135!SPC AL W     -   0.99999565  x   1.00000232  =   0.99999797
 DJ2135!SPC MS E     -   0.99999565  x   0.99998033  =   0.99997598
 DJ2135!UTM  16      -   0.99999565  x   0.99978181  =   0.99977746
 DJ2135
 DJ2135:                Primary Azimuth Mark                     Grid Az
 DJ2135:SPC AL W     -  54 1                                     328 00 00.2
 DJ2135:SPC MS E     -  54 1                                     327 16 17.0
 DJ2135:UTM  16      -  54 1                                     328 16 24.1
 DJ2135
 DJ2135|---------------------------------------------------------------------|
 DJ2135| PID    Reference Object                     Distance      Geod. Az  |
 DJ2135|                                                           dddmmss.s |
 DJ2135| DJ2134 54 1                                413.502 METERS 3273342.9 |
 DJ2135|---------------------------------------------------------------------|
 DJ2135
 DJ2135                          SUPERSEDED SURVEY CONTROL
 DJ2135
 DJ2135  ELLIP H (12/04/92)   27.80   (m)                       GP(       ) 4 1
 DJ2135  NAD 83(1986)-  33 07 33.76883(N)    088 18 06.20412(W) AD(       ) 1
 DJ2135  NGVD 29 (12/04/92)   56.4    (m)          185.     (f) GPS OBS        
 DJ2135
 DJ2135.Superseded values are not recommended for survey control.
 DJ2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2135.See file dsdata.txt to determine how the superseded data were derived.
 DJ2135
 DJ2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7856766014(NAD 83)
 DJ2135_MARKER: DD = SURVEY DISK
 DJ2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2135_SP_SET: CONCRETE POST
 DJ2135_STAMPING: 54-2 1990
 DJ2135_MARK LOGO: ALHD  
 DJ2135_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2135+STABILITY: SURFACE MOTION
 DJ2135_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2135+SATELLITE: SATELLITE OBSERVATIONS - October 06, 2004
 DJ2135
 DJ2135  HISTORY     - Date     Condition        Report By
 DJ2135  HISTORY     - 1990     MONUMENTED       ALHD
 DJ2135  HISTORY     - 19910506 GOOD
 DJ2135  HISTORY     - 20041006 GOOD             COMPDA
 DJ2135
 DJ2135                          STATION DESCRIPTION
 DJ2135
 DJ2135'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DJ2135'THE STATION IS LOCATED IN PICKENS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 DJ2135'OF PICKENS COUNTY ROAD NO. 1, ABOUT 11.59 KM (7.20 MI) SOUTH-
 DJ2135'SOUTHWEST OF PICKENSVILLE AND ABOUT 14.08 KM (8.75 MI) WEST OF
 DJ2135'ALICEVILLE.
 DJ2135'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 17 (MILE POST
 DJ2135'190.15 ON ALA 17) IN ALICEVILLE, DRIVE SOUTHWEST ON ALA 17 14.48 KM
 DJ2135'(9.00 MI) TO MILE POST 181.15 AND ALA 32 ON THE RIGHT, TURN RIGHT ON
 DJ2135'ALA 32 AND DRIVE WEST 2.01 KM (1.25 MI) TO MILE POST 2.35 AND PICKENS
 DJ2135'COUNTY ROAD NO. 1 ON THE RIGHT, TURN RIGHT ON PICKENS COUNTY ROAD NO.
 DJ2135'1 AND DRIVE NORTH 8.37 KM (5.20 MI) TO THE STATION ON THE LEFT.
 DJ2135'THE STATION IS 0.94 M (3.08 FT) NORTHWEST OF TELEPHONE CABLE PEDESTAL
 DJ2135'NO. 346 1 AND A SUPPORT POST, 13.11 M (43.01 FT) SOUTHWEST OF THE
 DJ2135'CENTERLINE OF PICKENS COUNTY ROAD NO. 1, 23.16 M (75.98 FT) SOUTHEAST
 DJ2135'OF THE CENTER OF A FIELD ROAD, 0.47 M (1.54 FT) NORTHEAST OF A
 DJ2135'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DJ2135'STATION 54-1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2135
 DJ2135                          STATION RECOVERY (1991)
 DJ2135
 DJ2135'RECOVERED 1991
 DJ2135'RECOVERED IN GOOD CONDITION.
 DJ2135
 DJ2135                          STATION RECOVERY (2004)
 DJ2135
 DJ2135'RECOVERY NOTE BY COMPASSDATA INC 2004 (RL)
 DJ2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7508 ***********************************************************************
 AA7508  DESIGNATION -  54 20
 AA7508  PID         -  AA7508
 AA7508  STATE/COUNTY-  AL/PICKENS
 AA7508  USGS QUAD   -  MANTUA (1970)
 AA7508
 AA7508                         *CURRENT SURVEY CONTROL
 AA7508  ___________________________________________________________________
 AA7508* NAD 83(1992)-  33 06 54.67444(N)    087 58 20.76256(W)     ADJUSTED  
 AA7508* NAVD 88     -        73.2    (meters)     240.     (feet)  VERTCON   
 AA7508  ___________________________________________________________________
 AA7508  X           -     189,197.773 (meters)                     COMP
 AA7508  Y           -  -5,344,195.317 (meters)                     COMP
 AA7508  Z           -   3,464,689.710 (meters)                     COMP
 AA7508  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA7508  ELLIP HEIGHT-          44.17  (meters)          (07/29/02) GPS OBS
 AA7508  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 AA7508
 AA7508  HORZ ORDER  -  FIRST
 AA7508  ELLP ORDER  -  FOURTH    CLASS I
 AA7508
 AA7508.The horizontal coordinates were established by GPS observations
 AA7508.and adjusted by the National Geodetic Survey in August 1995..
 AA7508
 AA7508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7508
 AA7508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7508
 AA7508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7508
 AA7508.The ellipsoidal height was determined by GPS observations
 AA7508.and is referenced to NAD 83.
 AA7508
 AA7508.The geoid height was determined by GEOID03.
 AA7508
 AA7508;                    North         East     Units Scale Factor Converg.
 AA7508;SPC AL W     -   345,485.835   555,909.715   MT  0.99995729   -0 15 29.2
 AA7508;UTM  16      - 3,664,477.378   409,275.716   MT  0.99970148   -0 31 52.7
 AA7508
 AA7508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7508!SPC AL W     -   0.99999307  x   0.99995729  =   0.99995036
 AA7508!UTM  16      -   0.99999307  x   0.99970148  =   0.99969455
 AA7508
 AA7508:                Primary Azimuth Mark                     Grid Az
 AA7508:SPC AL W     -  54 19                                    137 17 18.9
 AA7508:UTM  16      -  54 19                                    137 33 42.4
 AA7508
 AA7508|---------------------------------------------------------------------|
 AA7508| PID    Reference Object                     Distance      Geod. Az  |
 AA7508|                                                           dddmmss.s |
 AA7508| AA7507 54 19                               429.596 METERS 1370149.7 |
 AA7508|---------------------------------------------------------------------|
 AA7508
 AA7508                          SUPERSEDED SURVEY CONTROL
 AA7508
 AA7508  ELLIP H (08/28/95)   44.27   (m)                       GP(       ) 4 1
 AA7508  NGVD 29 (08/28/95)   73.1    (m)          240.     (f) GPS OBS        
 AA7508
 AA7508.Superseded values are not recommended for survey control.
 AA7508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7508.See file dsdata.txt to determine how the superseded data were derived.
 AA7508
 AA7508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0927664477(NAD 83)
 AA7508_MARKER: DD = SURVEY DISK
 AA7508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7508_STAMPING: 54-20 1994
 AA7508_MARK LOGO: ALHD  
 AA7508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7508+STABILITY: SURFACE MOTION
 AA7508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7508+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 AA7508
 AA7508  HISTORY     - Date     Condition        Report By
 AA7508  HISTORY     - 1994     MONUMENTED       ALHD
 AA7508  HISTORY     - 20050720 GOOD             ALDOT
 AA7508
 AA7508                          STATION DESCRIPTION
 AA7508
 AA7508'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7508'THE STATION IS IN PICKENS COUNTY ON THE NORTHEAST RIGHT OF WAY OF A
 AA7508'PAVED COUNTY ROAD ABOUT 14.30 MI (23.01 KM) SOUTH OF GORDO AND ABOUT
 AA7508'10.40 MI (16.74 KM) EAST OF ALICEVILLE. TO REACH THE STATION FROM THE
 AA7508'JUNCTION OF U.S. 82 AND AL 159 NORTH (MILEPOST 27.52 ON U.S. 82 AND
 AA7508'MILEPOST 0.00 ON AL 159) IN GORDO, DRIVE SOUTHEAST ON U.S. 82 FOR 2.25
 AA7508'MI (3.62 KM) TO MILEPOST 29.75 AND PICKENS COUNTY ROAD NO 63 RIGHT.
 AA7508'TURN RIGHT ON PICKENS COUNTY ROAD NO 63 AND DRIVE SOUTH AND SOUTHWEST
 AA7508'FOR 15.85 MI (25.51 KM) TO A PAVED COUNTY ROAD RIGHT. TURN RIGHT ON
 AA7508'THE PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR 0.55 MI (0.89 KM) TO THE
 AA7508'STATION ON THE RIGHT. THE STATION IS 2.6 FT (0.8 M) WEST-SOUTHWEST OF
 AA7508'A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS AND GREEN METAL
 AA7508'POSTS WITH WHITE TOPS, 3.5 FT (1.1 M) SOUTH OF THE SOUTHEAST POST OF A
 AA7508'FOUR FOOT CHAIN LINK GATE LEADING INTO A PASTURE, 16.3 FT (5.0 M)
 AA7508'SOUTHEAST OF THE NORTHWEST POST OF A FOUR FOOT CHAIN LINK GATE LEADING
 AA7508'INTO A PASTURE, 22.6 FT (6.9 M) NORTHEAST OF THE CENTER OF THE PAVED
 AA7508'COUNTY ROAD, 47.3 FT (14.4 M) NORTHEAST OF THE SOUTHEAST POST OF A
 AA7508'RUSTY RED METAL GATE ACROSS THE ROAD, 2.2 FT (0.7 M) SOUTHWEST OF A
 AA7508'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 54-19
 AA7508'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7508
 AA7508                          STATION RECOVERY (2005)
 AA7508
 AA7508'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7508'ALL FENCES, GATES, AND THE POST THE MARK IS REFERENCED TO ARE NO
 AA7508'LONGER THERE.  MARK IS 82.3 FEET SOUTH OF A POWER POLE WITH ONE GUY
 AA7508'WIRE, 43.0 FEET NORTHEAST AND ACROSS THE THE ROAD FROM THE CENTER OF A
 AA7508'15 INCH CONCRETE PIPE UNDER A GRASSED FIELD ROAD LEADING TO TOWARD
 AA7508'CHICKEN HOUSES.  MARK IS 2.0 FEET SOUTHWEST OF A METAL WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7509 ***********************************************************************
 AA7509  DESIGNATION -  54 21
 AA7509  PID         -  AA7509
 AA7509  STATE/COUNTY-  AL/PICKENS
 AA7509  USGS QUAD   -  CARROLLTON (1985)
 AA7509
 AA7509                         *CURRENT SURVEY CONTROL
 AA7509  ___________________________________________________________________
 AA7509* NAD 83(1992)-  33 19 09.06799(N)    088 02 46.51010(W)     ADJUSTED  
 AA7509* NAVD 88     -        67.4    (meters)     221.     (feet)  VERTCON   
 AA7509  ___________________________________________________________________
 AA7509  X           -     181,889.548 (meters)                     COMP
 AA7509  Y           -  -5,332,042.922 (meters)                     COMP
 AA7509  Z           -   3,483,615.036 (meters)                     COMP
 AA7509  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AA7509  ELLIP HEIGHT-          38.79  (meters)          (07/29/02) GPS OBS
 AA7509  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AA7509
 AA7509  HORZ ORDER  -  FIRST
 AA7509  ELLP ORDER  -  FOURTH    CLASS I
 AA7509
 AA7509.The horizontal coordinates were established by GPS observations
 AA7509.and adjusted by the National Geodetic Survey in August 1995..
 AA7509
 AA7509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7509
 AA7509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7509
 AA7509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7509
 AA7509.The ellipsoidal height was determined by GPS observations
 AA7509.and is referenced to NAD 83.
 AA7509
 AA7509.The geoid height was determined by GEOID03.
 AA7509
 AA7509;                    North         East     Units Scale Factor Converg.
 AA7509;SPC AL W     -   368,143.301   549,138.606   MT  0.99996522   -0 18 00.2
 AA7509;UTM  16      - 3,687,161.240   402,614.693   MT  0.99971693   -0 34 29.1
 AA7509
 AA7509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7509!SPC AL W     -   0.99999391  x   0.99996522  =   0.99995913
 AA7509!UTM  16      -   0.99999391  x   0.99971693  =   0.99971084
 AA7509
 AA7509:                Primary Azimuth Mark                     Grid Az
 AA7509:SPC AL W     -  54 22                                    035 59 20.5
 AA7509:UTM  16      -  54 22                                    036 15 49.4
 AA7509
 AA7509|---------------------------------------------------------------------|
 AA7509| PID    Reference Object                     Distance      Geod. Az  |
 AA7509|                                                           dddmmss.s |
 AA7509| AA7510 54 22                               APPROX. 0.5 KM 0354120.3 |
 AA7509|---------------------------------------------------------------------|
 AA7509
 AA7509                          SUPERSEDED SURVEY CONTROL
 AA7509
 AA7509  ELLIP H (08/28/95)   38.88   (m)                       GP(       ) 4 1
 AA7509  NGVD 29 (08/28/95)   67.3    (m)          221.     (f) GPS OBS        
 AA7509
 AA7509.Superseded values are not recommended for survey control.
 AA7509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7509.See file dsdata.txt to determine how the superseded data were derived.
 AA7509
 AA7509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0261587161(NAD 83)
 AA7509_MARKER: DD = SURVEY DISK
 AA7509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7509_STAMPING: 54-21 1994
 AA7509_MARK LOGO: ALHD  
 AA7509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7509+STABILITY: SURFACE MOTION
 AA7509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7509+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7509
 AA7509  HISTORY     - Date     Condition        Report By
 AA7509  HISTORY     - 1994     MONUMENTED       ALHD
 AA7509
 AA7509                          STATION DESCRIPTION
 AA7509
 AA7509'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7509'THE STATION IS IN PICKENS COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL
 AA7509'17 ABOUT 4.40 MI (7.08 KM) SOUTH OF REFORM AND ABOUT 8.15 MI (13.12
 AA7509'KM) WEST OF GORDO. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82
 AA7509'AND AL 17 (MILEPOST 19.58 ON U.S. 82 AND MILEPOST 211.19 ON AL 17) IN
 AA7509'REFORM, DRIVE SOUTH AND SOUTHWEST ON AL 17 FOR 4.80 MI (7.72 KM) TO
 AA7509'MILEPOST 206.40 AND THE STATION ON THE RIGHT. THE STATION IS 118.0 FT
 AA7509'(36.0 M) NORTHWEST OF THE SOUTHWEST CORNER OF STANSEL BAPTIST CHURCH
 AA7509'ACROSS THE ROAD, 127.9 FT (39.0 M) WEST OF THE NORTHWEST CORNER OF
 AA7509'STANSEL BAPTIST CHURCH ACROSS THE ROAD, 132.1 FT (40.3 M)
 AA7509'SOUTH-SOUTHWEST OF A FIRE HYDRANT, 134.2 FT (40.9 M) SOUTH-SOUTHWEST
 AA7509'OF AN ORANGE BURIED CABLE WARNING PEDESTAL, 134.4 FT (41.0 M)
 AA7509'SOUTH-SOUTHWEST OF A JUNCTION CABLE POLE WITH ONE GUY WIRE, 194.3 FT
 AA7509'(59.2 M) SOUTHWEST OF A JUNCTION CABLE AND POWER POLE WITH ONE GUY
 AA7509'WIRE ACROSS THE ROAD, 2.1 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS
 AA7509'POST AND SET FLUSH WITH THE GROUND. STATION 54-22 1994 MAY BE USED AS
 AA7509'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7510 ***********************************************************************
 AA7510  DESIGNATION -  54 22
 AA7510  PID         -  AA7510
 AA7510  STATE/COUNTY-  AL/PICKENS
 AA7510  USGS QUAD   -  CARROLLTON (1985)
 AA7510
 AA7510                         *CURRENT SURVEY CONTROL
 AA7510  ___________________________________________________________________
 AA7510* NAD 83(1992)-  33 19 23.09337(N)    088 02 34.51003(W)     ADJUSTED  
 AA7510* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 AA7510  ___________________________________________________________________
 AA7510  X           -     182,191.684 (meters)                     COMP
 AA7510  Y           -  -5,331,796.129 (meters)                     COMP
 AA7510  Z           -   3,483,976.778 (meters)                     COMP
 AA7510  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AA7510  ELLIP HEIGHT-          40.02  (meters)          (07/29/02) GPS OBS
 AA7510  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AA7510
 AA7510  HORZ ORDER  -  FIRST
 AA7510  ELLP ORDER  -  FOURTH    CLASS I
 AA7510
 AA7510.The horizontal coordinates were established by GPS observations
 AA7510.and adjusted by the National Geodetic Survey in August 1995..
 AA7510
 AA7510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7510
 AA7510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7510
 AA7510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7510
 AA7510.The ellipsoidal height was determined by GPS observations
 AA7510.and is referenced to NAD 83.
 AA7510
 AA7510.The geoid height was determined by GEOID03.
 AA7510
 AA7510;                    North         East     Units Scale Factor Converg.
 AA7510;SPC AL W     -   368,573.759   549,451.226   MT  0.99996482   -0 17 53.8
 AA7510;UTM  16      - 3,687,590.088   402,929.295   MT  0.99971617   -0 34 22.7
 AA7510
 AA7510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7510!SPC AL W     -   0.99999372  x   0.99996482  =   0.99995854
 AA7510!UTM  16      -   0.99999372  x   0.99971617  =   0.99970989
 AA7510
 AA7510:                Primary Azimuth Mark                     Grid Az
 AA7510:SPC AL W     -  54 21                                    215 59 20.7
 AA7510:UTM  16      -  54 21                                    216 15 49.6
 AA7510
 AA7510|---------------------------------------------------------------------|
 AA7510| PID    Reference Object                     Distance      Geod. Az  |
 AA7510|                                                           dddmmss.s |
 AA7510| AA7509 54 21                               APPROX. 0.5 KM 2154126.9 |
 AA7510|---------------------------------------------------------------------|
 AA7510
 AA7510                          SUPERSEDED SURVEY CONTROL
 AA7510
 AA7510  ELLIP H (08/28/95)   40.12   (m)                       GP(       ) 4 1
 AA7510  NGVD 29 (08/28/95)   68.5    (m)          225.     (f) GPS OBS        
 AA7510
 AA7510.Superseded values are not recommended for survey control.
 AA7510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7510.See file dsdata.txt to determine how the superseded data were derived.
 AA7510
 AA7510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0292987590(NAD 83)
 AA7510_MARKER: DD = SURVEY DISK
 AA7510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7510_STAMPING: 54-22 1994
 AA7510_MARK LOGO: ALHD  
 AA7510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7510+STABILITY: SURFACE MOTION
 AA7510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7510+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 AA7510
 AA7510  HISTORY     - Date     Condition        Report By
 AA7510  HISTORY     - 1994     MONUMENTED       ALHD
 AA7510  HISTORY     - 19980713 GOOD             JCLS
 AA7510
 AA7510                          STATION DESCRIPTION
 AA7510
 AA7510'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7510'THE STATION IS IN PICKENS COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL
 AA7510'17 ABOUT 4.10 MI (6.60 KM) SOUTH OF REFORM AND ABOUT 7.95 MI (12.79
 AA7510'KM) WEST OF GORDO. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82
 AA7510'AND AL 17 (MILEPOST 19.58 ON U.S. 82 AND MILEPOST 211.19 ON AL 17) IN
 AA7510'REFORM, DRIVE SOUTH AND SOUTHWEST ON AL 17 FOR 4.50 MI (7.24 KM) TO
 AA7510'MILEPOST 206.70 AND THE STATION ON THE LEFT. THE STATION IS 4.4 FT
 AA7510'(1.3 M) NORTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON RUSTY METAL
 AA7510'POSTS, 45.8 FT (14.0 M) NORTH-NORTHEAST OF A CONCRETE RIGHT OF WAY
 AA7510'MARKER, 56.0 FT (17.1 M) SOUTHEAST OF THE CENTERLINE OF AL 17, 86.5 FT
 AA7510'(26.4 M) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE
 AA7510'ROAD, 116.0 FT (35.4 M) EAST OF A CABLE POLE ACROSS THE ROAD, 154.0 FT
 AA7510'(46.9 M) NORTHEAST OF A POWER AND CABLE POLE, 4.6 FT (1.4 M) NORTHWEST
 AA7510'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA7510'54-21 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7510
 AA7510                          STATION RECOVERY (1998)
 AA7510
 AA7510'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA7510'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7511 ***********************************************************************
 AA7511  DESIGNATION -  54 23
 AA7511  PID         -  AA7511
 AA7511  STATE/COUNTY-  AL/PICKENS
 AA7511  USGS QUAD   -  REFORM (1985)
 AA7511
 AA7511                         *CURRENT SURVEY CONTROL
 AA7511  ___________________________________________________________________
 AA7511* NAD 83(1992)-  33 29 02.95996(N)    088 05 45.38695(W)     ADJUSTED  
 AA7511* NAVD 88     -       103.4    (meters)     339.     (feet)  VERTCON   
 AA7511  ___________________________________________________________________
 AA7511  X           -     176,931.761 (meters)                     COMP
 AA7511  Y           -  -5,322,161.818 (meters)                     COMP
 AA7511  Z           -   3,498,910.171 (meters)                     COMP
 AA7511  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 AA7511  ELLIP HEIGHT-          75.14  (meters)          (07/29/02) GPS OBS
 AA7511  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 AA7511
 AA7511  HORZ ORDER  -  FIRST
 AA7511  ELLP ORDER  -  FOURTH    CLASS I
 AA7511
 AA7511.The horizontal coordinates were established by GPS observations
 AA7511.and adjusted by the National Geodetic Survey in August 1995..
 AA7511
 AA7511.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7511
 AA7511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7511
 AA7511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7511
 AA7511.The ellipsoidal height was determined by GPS observations
 AA7511.and is referenced to NAD 83.
 AA7511
 AA7511.The geoid height was determined by GEOID03.
 AA7511
 AA7511;                    North         East     Units Scale Factor Converg.
 AA7511;SPC AL W     -   386,464.896   544,616.875   MT  0.99997114   -0 19 43.7
 AA7511;UTM  16      - 3,705,499.841   398,182.135   MT  0.99972781   -0 36 16.9
 AA7511
 AA7511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7511!SPC AL W     -   0.99998820  x   0.99997114  =   0.99995934
 AA7511!UTM  16      -   0.99998820  x   0.99972781  =   0.99971602
 AA7511
 AA7511:                Primary Azimuth Mark                     Grid Az
 AA7511:SPC AL W     -  54 24                                    005 12 50.5
 AA7511:UTM  16      -  54 24                                    005 29 23.7
 AA7511
 AA7511|---------------------------------------------------------------------|
 AA7511| PID    Reference Object                     Distance      Geod. Az  |
 AA7511|                                                           dddmmss.s |
 AA7511| AA7512 54 24                               455.023 METERS 0045306.8 |
 AA7511|---------------------------------------------------------------------|
 AA7511
 AA7511                          SUPERSEDED SURVEY CONTROL
 AA7511
 AA7511  ELLIP H (08/28/95)   75.22   (m)                       GP(       ) 4 1
 AA7511  NGVD 29 (08/28/95)  103.4    (m)          339.     (f) GPS OBS        
 AA7511
 AA7511.Superseded values are not recommended for survey control.
 AA7511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7511.See file dsdata.txt to determine how the superseded data were derived.
 AA7511
 AA7511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9818205500(NAD 83)
 AA7511_MARKER: DD = SURVEY DISK
 AA7511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7511_STAMPING: 54-23 1994
 AA7511_MARK LOGO: ALHD  
 AA7511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7511+STABILITY: SURFACE MOTION
 AA7511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7511+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7511
 AA7511  HISTORY     - Date     Condition        Report By
 AA7511  HISTORY     - 1994     MONUMENTED       ALHD
 AA7511
 AA7511                          STATION DESCRIPTION
 AA7511
 AA7511'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7511'THE STATION IS IN PICKENS COUNTY ON THE EAST RIGHT OF WAY OF A GRAVEL
 AA7511'ROAD ABOUT 8.55 MI (13.76 KM) NORTHWEST OF REFORM AND ABOUT 8.25 MI
 AA7511'(13.28 KM) NORTHEAST OF ETHELSVILLE. TO REACH THE STATION FROM THE
 AA7511'JUNCTION OF U.S. 82 AND AL 17 (MILEPOST 19.58 ON U.S. 82 AND MILEPOST
 AA7511'211.19 ON AL 17) IN REFORM, DRIVE WEST ON U.S. 82 FOR 1.10 MI (1.77
 AA7511'KM) TO A PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD
 AA7511'AND DRIVE NORTHWEST FOR 0.65 MI (1.05 KM) TO PICKENS COUNTY ROAD NO 27
 AA7511'RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 27 AND DRIVE NORTH AND
 AA7511'NORTHWEST FOR 6.60 MI (10.62 KM) TO PICKENS COUNTY ROAD NO 34 LEFT.
 AA7511'TURN LEFT ON PICKENS COUNTY ROAD NO 34 AND DRIVE WEST FOR 1.80 MI
 AA7511'(2.90 KM) TO A GRAVEL ROAD RIGHT. TURN RIGHT ON THE GRAVEL ROAD AND
 AA7511'DRIVE NORTH FOR 1.00 MI (1.61 KM) TO THE STATION ON THE RIGHT. THE
 AA7511'STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND OF
 AA7511'BARBED WIRE ON GREEN METAL POSTS WITH WHITE TOPS, 8.5 FT (2.6 M) EAST
 AA7511'OF THE CENTER OF THE GRAVEL ROAD, 79.5 FT (24.2 M) NORTH OF THE NORTH
 AA7511'POST OF A BLUE METAL GATE LEADING INTO A PASTURE, 97.0 FT (29.6 M)
 AA7511'NORTH OF THE SOUTH POST OF A BLUE METAL GATE LEADING INTO A PASTURE,
 AA7511'2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS POST AND SET TWO INCHES
 AA7511'BELOW GROUND SURFACE. STATION 54-24 1994 MAY BE USED AS AN AZIMUTH FOR
 AA7511'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7512 ***********************************************************************
 AA7512  DESIGNATION -  54 24
 AA7512  PID         -  AA7512
 AA7512  STATE/COUNTY-  AL/PICKENS
 AA7512  USGS QUAD   -  REFORM (1985)
 AA7512
 AA7512                         *CURRENT SURVEY CONTROL
 AA7512  ___________________________________________________________________
 AA7512* NAD 83(1992)-  33 29 17.67535(N)    088 05 43.88591(W)     ADJUSTED  
 AA7512* NAVD 88     -        93.4    (meters)     306.     (feet)  VERTCON   
 AA7512  ___________________________________________________________________
 AA7512  X           -     176,961.900 (meters)                     COMP
 AA7512  Y           -  -5,321,902.140 (meters)                     COMP
 AA7512  Z           -   3,499,282.744 (meters)                     COMP
 AA7512  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AA7512  ELLIP HEIGHT-          65.08  (meters)          (07/29/02) GPS OBS
 AA7512  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA7512
 AA7512  HORZ ORDER  -  FIRST
 AA7512  ELLP ORDER  -  FOURTH    CLASS I
 AA7512
 AA7512.The horizontal coordinates were established by GPS observations
 AA7512.and adjusted by the National Geodetic Survey in August 1995..
 AA7512
 AA7512.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7512
 AA7512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7512
 AA7512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7512
 AA7512.The ellipsoidal height was determined by GPS observations
 AA7512.and is referenced to NAD 83.
 AA7512
 AA7512.The geoid height was determined by GEOID03.
 AA7512
 AA7512;                    North         East     Units Scale Factor Converg.
 AA7512;SPC AL W     -   386,918.023   544,658.225   MT  0.99997108   -0 19 43.0
 AA7512;UTM  16      - 3,705,952.653   398,225.656   MT  0.99972770   -0 36 16.3
 AA7512
 AA7512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7512!SPC AL W     -   0.99998978  x   0.99997108  =   0.99996086
 AA7512!UTM  16      -   0.99998978  x   0.99972770  =   0.99971749
 AA7512
 AA7512:                Primary Azimuth Mark                     Grid Az
 AA7512:SPC AL W     -  54 23                                    185 12 50.7
 AA7512:UTM  16      -  54 23                                    185 29 24.0
 AA7512
 AA7512|---------------------------------------------------------------------|
 AA7512| PID    Reference Object                     Distance      Geod. Az  |
 AA7512|                                                           dddmmss.s |
 AA7512| AA7511 54 23                               455.023 METERS 1845307.7 |
 AA7512|---------------------------------------------------------------------|
 AA7512
 AA7512                          SUPERSEDED SURVEY CONTROL
 AA7512
 AA7512  ELLIP H (08/28/95)   65.17   (m)                       GP(       ) 4 1
 AA7512  NGVD 29 (08/28/95)   93.3    (m)          306.     (f) GPS OBS        
 AA7512
 AA7512.Superseded values are not recommended for survey control.
 AA7512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7512.See file dsdata.txt to determine how the superseded data were derived.
 AA7512
 AA7512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9822605953(NAD 83)
 AA7512_MARKER: DD = SURVEY DISK
 AA7512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7512_STAMPING: 54-24 1994
 AA7512_MARK LOGO: ALHD  
 AA7512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7512+STABILITY: SURFACE MOTION
 AA7512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7512+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7512
 AA7512  HISTORY     - Date     Condition        Report By
 AA7512  HISTORY     - 1994     MONUMENTED       ALHD
 AA7512
 AA7512                          STATION DESCRIPTION
 AA7512
 AA7512'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7512'THE STATION IS IN PICKENS COUNTY ON THE NORTH RIGHT OF WAY OF A GRAVEL
 AA7512'ROAD ABOUT 8.85 MI (14.24 KM) NORTHWEST OF REFORM AND ABOUT 8.45 MI
 AA7512'(13.60 KM) NORTHEAST OF ETHELSVILLE. TO REACH THE STATION FROM THE
 AA7512'JUNCTION OF U.S. 82 AND AL 17 (MILEPOST 19.58 ON U.S. 82 AND MILEPOST
 AA7512'211.19 ON AL 17) IN REFORM, DRIVE WEST ON U.S. 82 FOR 1.10 MI (1.77
 AA7512'KM) TO MILEPOST 18.50 AND A PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE
 AA7512'PAVED COUNTY ROAD AND DRIVE NORTHWEST FOR 0.65 MI (1.05 KM) TO PICKENS
 AA7512'COUNTY ROAD NO 27 RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 27 AND
 AA7512'DRIVE NORTH AND NORTHWEST FOR 6.60 MI (10.62 KM) TO PICKENS COUNTY
 AA7512'ROAD NO 34 LEFT. TURN LEFT ON PICKENS COUNTY ROAD NO 34 AND DRIVE WEST
 AA7512'FOR 1.80 MI (2.90 KM) TO A GRAVEL ROAD RIGHT. TURN RIGHT ON THE GRAVEL
 AA7512'ROAD AND DRIVE NORTH FOR 1.30 MI (2.09 KM) TO THE STATION ON THE LEFT.
 AA7512'THE STATION IS 2.7 FT (0.8 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 AA7512'ON TREATED WOOD POSTS, 3.6 FT (1.1 M) EAST-SOUTHEAST OF THE EAST POST
 AA7512'OF A HOG WIRE GATE WITH A METAL FRAME LEADING INTO A FIELD, 15.0 FT
 AA7512'(4.6 M) NORTH-NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 18.6 FT (5.7
 AA7512'M) EAST OF THE WEST POST OF A HOG WIRE GATE WITH A METAL FRAME LEADING
 AA7512'INTO A FIELD, 51.4 FT (15.7 M) NORTH-NORTHEAST OF THE EAST POST OF A
 AA7512'HOG WIRE GATE ON A RUSTY METAL FRAME LEADING INTO A FIELD ACROSS THE
 AA7512'ROAD, 2.6 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET
 AA7512'FLUSH WITH THE GROUND. STATION 54-23 1994 MAY BE USED AS AN AZIMUTH
 AA7512'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7513 ***********************************************************************
 AA7513  DESIGNATION -  54 25
 AA7513  PID         -  AA7513
 AA7513  STATE/COUNTY-  AL/PICKENS
 AA7513  USGS QUAD   -  ETHELSVILLE (1985)
 AA7513
 AA7513                         *CURRENT SURVEY CONTROL
 AA7513  ___________________________________________________________________
 AA7513* NAD 83(1992)-  33 24 51.85949(N)    088 09 08.09574(W)     ADJUSTED  
 AA7513* NAVD 88     -       109.6    (meters)     360.     (feet)  VERTCON   
 AA7513  ___________________________________________________________________
 AA7513  X           -     171,838.927 (meters)                     COMP
 AA7513  Y           -  -5,326,600.203 (meters)                     COMP
 AA7513  Z           -   3,492,458.598 (meters)                     COMP
 AA7513  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 AA7513  ELLIP HEIGHT-          81.23  (meters)          (07/29/02) GPS OBS
 AA7513  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AA7513
 AA7513  HORZ ORDER  -  FIRST
 AA7513  ELLP ORDER  -  FOURTH    CLASS I
 AA7513
 AA7513.The horizontal coordinates were established by GPS observations
 AA7513.and adjusted by the National Geodetic Survey in August 1995..
 AA7513
 AA7513.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7513
 AA7513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7513
 AA7513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7513
 AA7513.The ellipsoidal height was determined by GPS observations
 AA7513.and is referenced to NAD 83.
 AA7513
 AA7513.The geoid height was determined by GEOID03.
 AA7513
 AA7513;                    North         East     Units Scale Factor Converg.
 AA7513;SPC AL W     -   378,760.502   539,335.323   MT  0.99997869   -0 21 33.1
 AA7513;UTM  16      - 3,697,822.790   392,864.857   MT  0.99974151   -0 38 04.5
 AA7513
 AA7513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7513!SPC AL W     -   0.99998725  x   0.99997869  =   0.99996594
 AA7513!UTM  16      -   0.99998725  x   0.99974151  =   0.99972876
 AA7513
 AA7513                          SUPERSEDED SURVEY CONTROL
 AA7513
 AA7513  ELLIP H (08/28/95)   81.32   (m)                       GP(       ) 4 1
 AA7513  NGVD 29 (08/28/95)  109.6    (m)          360.     (f) GPS OBS        
 AA7513
 AA7513.Superseded values are not recommended for survey control.
 AA7513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7513.See file dsdata.txt to determine how the superseded data were derived.
 AA7513
 AA7513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9286597823(NAD 83)
 AA7513_MARKER: DD = SURVEY DISK
 AA7513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7513_STAMPING: 54-25 1994
 AA7513_MARK LOGO: ALHD  
 AA7513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7513+STABILITY: SURFACE MOTION
 AA7513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7513+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7513
 AA7513  HISTORY     - Date     Condition        Report By
 AA7513  HISTORY     - 1994     MONUMENTED       ALHD
 AA7513
 AA7513                          STATION DESCRIPTION
 AA7513
 AA7513'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7513'THE STATION IS IN PICKENS COUNTY ON THE NORTH RIGHT OF WAY OF U.S. 82
 AA7513'ABOUT 3.40 MI (5.47 KM) EAST OF ETHELSVILLE AND ABOUT 8.30 MI (13.36
 AA7513'KM) WEST OF REFORM. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82
 AA7513'AND AL 17 (MILEPOST 19.58 ON U.S. 82 AND MILEPOST 211.19 ON AL 17) IN
 AA7513'REFORM, DRIVE WEST ON U.S. 82 FOR 10.40 MI (16.74 KM) TO MILEPOST 9.20
 AA7513'AND THE STATION ON THE RIGHT. THE STATION IS 31.5 FT (9.6 M) WEST OF
 AA7513'THE CENTER OF THE NORTH END OF A SIX-FOOT CONCRETE DRAINAGE FLUME
 AA7513'RUNNING PARALLEL WITH A GRAVEL DRIVE, 45.4 FT (13.8 M) NORTH-NORTHEAST
 AA7513'OF THE CENTER OF A SIX-FOOT CONCRETE DRAINAGE FLUME RUNNING PARALLEL
 AA7513'WITH U.S. 82, 45.8 FT (14.0 M) WEST-NORTHWEST OF THE CENTER OF A
 AA7513'GRAVEL DRIVE, 90.6 FT (27.6 M) NORTH-NORTHEAST OF THE CENTERLINE OF
 AA7513'U.S. 82, 1.6 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS POST AND SET
 AA7513'FLUSH WITH THE GROUND. STATION 54-26 1994 MAY BE USED AS AN AZIMUTH
 AA7513'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7514 ***********************************************************************
 AA7514  DESIGNATION -  54 26
 AA7514  PID         -  AA7514
 AA7514  STATE/COUNTY-  AL/PICKENS
 AA7514  USGS QUAD   -  ETHELSVILLE (1985)
 AA7514
 AA7514                         *CURRENT SURVEY CONTROL
 AA7514  ___________________________________________________________________
 AA7514* NAD 83(1992)-  33 24 33.79184(N)    088 08 33.30464(W)     ADJUSTED  
 AA7514* NAVD 88     -       102.7    (meters)     337.     (feet)  VERTCON   
 AA7514  ___________________________________________________________________
 AA7514  X           -     172,747.121 (meters)                     COMP
 AA7514  Y           -  -5,326,871.739 (meters)                     COMP
 AA7514  Z           -   3,491,990.138 (meters)                     COMP
 AA7514  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 AA7514  ELLIP HEIGHT-          74.32  (meters)          (07/29/02) GPS OBS
 AA7514  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AA7514
 AA7514  HORZ ORDER  -  FIRST
 AA7514  ELLP ORDER  -  FOURTH    CLASS I
 AA7514
 AA7514.The horizontal coordinates were established by GPS observations
 AA7514.and adjusted by the National Geodetic Survey in August 1995..
 AA7514
 AA7514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7514
 AA7514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7514
 AA7514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7514
 AA7514.The ellipsoidal height was determined by GPS observations
 AA7514.and is referenced to NAD 83.
 AA7514
 AA7514.The geoid height was determined by GEOID03.
 AA7514
 AA7514;                    North         East     Units Scale Factor Converg.
 AA7514;SPC AL W     -   378,198.289   540,230.753   MT  0.99997736   -0 21 13.8
 AA7514;UTM  16      - 3,697,256.414   393,757.362   MT  0.99973916   -0 37 45.1
 AA7514
 AA7514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7514!SPC AL W     -   0.99998833  x   0.99997736  =   0.99996569
 AA7514!UTM  16      -   0.99998833  x   0.99973916  =   0.99972750
 AA7514
 AA7514                          SUPERSEDED SURVEY CONTROL
 AA7514
 AA7514  ELLIP H (08/28/95)   74.41   (m)                       GP(       ) 4 1
 AA7514  NGVD 29 (08/28/95)  102.7    (m)          337.     (f) GPS OBS        
 AA7514
 AA7514.Superseded values are not recommended for survey control.
 AA7514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7514.See file dsdata.txt to determine how the superseded data were derived.
 AA7514
 AA7514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9375797256(NAD 83)
 AA7514_MARKER: DD = SURVEY DISK
 AA7514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7514_STAMPING: 54-26 1994
 AA7514_MARK LOGO: ALHD  
 AA7514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7514+STABILITY: SURFACE MOTION
 AA7514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7514+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7514
 AA7514  HISTORY     - Date     Condition        Report By
 AA7514  HISTORY     - 1994     MONUMENTED       ALHD
 AA7514
 AA7514                          STATION DESCRIPTION
 AA7514
 AA7514'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7514'THE STATION IS IN PICKENS COUNTY ON THE SOUTH RIGHT OF WAY OF U.S. 82
 AA7514'ABOUT 3.95 MI (6.36 KM) EAST OF ETHELSVILLE AND ABOUT 7.65 MI (12.31
 AA7514'KM) WEST OF REFORM. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82
 AA7514'AND AL 17 (MILEPOST 19.58 ON U.S 82 AND MILEPOST 211.19 ON AL 17) IN
 AA7514'REFORM, DRIVE WEST ON U.S. 82 FOR 9.75 MI (15.69 KM) TO MILEPOST 9.85
 AA7514'AND THE STATION ON THE LEFT. THE STATION IS 10.2 FT (3.1 M)
 AA7514'WEST-SOUTHWEST OF THE CENTER OF A SIX-FOOT CONCRETE DRAINAGE FLUME,
 AA7514'20.0 FT (6.1 M) WEST OF A YIELD / DO NOT ENTER SIGN, 54.6 FT (16.6 M)
 AA7514'WEST-NORTHWEST OF THE CENTERLINE OF PICKENS COUNTY ROAD NO 35, 65.5 FT
 AA7514'(20.0 M) SOUTH-SOUTHWEST OF THE CENTER OF U.S. 82, 78.9 FT (24.0 M)
 AA7514'WEST OF A STOP SIGN ACROSS PICKENS COUNTY ROAD NO 35, 2.1 FT (0.6 M)
 AA7514'NORTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7514'STATION 54-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7515 ***********************************************************************
 AA7515  DESIGNATION -  54 27
 AA7515  PID         -  AA7515
 AA7515  STATE/COUNTY-  AL/PICKENS
 AA7515  USGS QUAD   -  REFORM SW (1985)
 AA7515
 AA7515                         *CURRENT SURVEY CONTROL
 AA7515  ___________________________________________________________________
 AA7515* NAD 83(1992)-  33 22 01.53889(N)    088 14 21.93582(W)     ADJUSTED  
 AA7515* NAVD 88     -        62.5    (meters)     205.     (feet)  VERTCON   
 AA7515  ___________________________________________________________________
 AA7515  X           -     163,821.612 (meters)                     COMP
 AA7515  Y           -  -5,329,702.642 (meters)                     COMP
 AA7515  Z           -   3,488,051.373 (meters)                     COMP
 AA7515  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA7515  ELLIP HEIGHT-          34.04  (meters)          (07/29/02) GPS OBS
 AA7515  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 AA7515
 AA7515  HORZ ORDER  -  FIRST
 AA7515  ELLP ORDER  -  FOURTH    CLASS I
 AA7515
 AA7515.The horizontal coordinates were established by GPS observations
 AA7515.and adjusted by the National Geodetic Survey in August 1995..
 AA7515
 AA7515.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7515
 AA7515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7515
 AA7515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7515
 AA7515.The ellipsoidal height was determined by GPS observations
 AA7515.and is referenced to NAD 83.
 AA7515
 AA7515.The geoid height was determined by GEOID03.
 AA7515
 AA7515;                    North         East     Units Scale Factor Converg.
 AA7515;SPC AL W     -   373,567.549   531,189.610   MT  0.99999169   -0 24 24.1
 AA7515;UTM  16      - 3,692,670.223   384,696.193   MT  0.99976391   -0 40 54.3
 AA7515
 AA7515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7515!SPC AL W     -   0.99999466  x   0.99999169  =   0.99998635
 AA7515!UTM  16      -   0.99999466  x   0.99976391  =   0.99975857
 AA7515
 AA7515                          SUPERSEDED SURVEY CONTROL
 AA7515
 AA7515  ELLIP H (08/28/95)   34.13   (m)                       GP(       ) 4 1
 AA7515  NGVD 29 (08/28/95)   62.5    (m)          205.     (f) GPS OBS        
 AA7515
 AA7515.Superseded values are not recommended for survey control.
 AA7515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7515.See file dsdata.txt to determine how the superseded data were derived.
 AA7515
 AA7515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8469692670(NAD 83)
 AA7515_MARKER: DD = SURVEY DISK
 AA7515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7515_STAMPING: 54-27 1994
 AA7515_MARK LOGO: ALHD  
 AA7515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7515+STABILITY: SURFACE MOTION
 AA7515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7515+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7515
 AA7515  HISTORY     - Date     Condition        Report By
 AA7515  HISTORY     - 1994     MONUMENTED       ALHD
 AA7515
 AA7515                          STATION DESCRIPTION
 AA7515
 AA7515'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7515'THE STATION IS IN PICKENS COUNTY ON THE WEST RIGHT OF WAY OF PICKENS
 AA7515'COUNTY ROAD NO 75 ABOUT 3.60 MI (5.79 KM) SOUTH OF ETHELSVILLE AND
 AA7515'ABOUT 11.00 MI (17.70 KM) NORTHWEST OF CARROLLTON. TO REACH THE
 AA7515'STATION FROM THE JUNCTION OF AL 14 AND AL 86 (MILEPOST 9.15 ON AL 14
 AA7515'AND MILEPOST 0.00 ON AL 86) IN PICKENSVILLE, DRIVE NORTH ON AL 14 FOR
 AA7515'6.20 MI (9.98 KM) TO MILEPOST 2.95 AND PICKENS COUNTY ROAD NO 75
 AA7515'RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 75 AND DRIVE NORTHEAST AND
 AA7515'NORTH FOR 4.40 MI (7.08 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA7515'3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE ON RUSTY METAL
 AA7515'POSTS, 37.0 FT (11.3 M) WEST OF THE CENTER OF PICKENS COUNTY ROAD NO
 AA7515'75, 100.2 FT (30.5 M) SOUTH OF A SIGN POST WITH A YELLOW 40 MPH SIGN
 AA7515'ON IT, 140.5 FT (42.8 M) NORTH OF THE NORTH END OF THE WEST GUARDRAIL
 AA7515'OF A CULVERT UNDER PICKENS COUNTY ROAD NO 75, 192.0 FT (58.5 M) SOUTH
 AA7515'OF THE SOUTH POST OF A RUSTY METAL GATE LEADING INTO A FIELD, 209.5 FT
 AA7515'(63.9 M) SOUTH OF THE NORTH POST OF A RUSTY METAL GATE LEADING INTO A
 AA7515'FIELD, 2.6 FT (0.8 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST AND
 AA7515'SET FLUSH WITH THE GROUND. STATION 54-28 1994 MAY BE USED AS AN
 AA7515'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7516 ***********************************************************************
 AA7516  DESIGNATION -  54 28
 AA7516  PID         -  AA7516
 AA7516  STATE/COUNTY-  AL/PICKENS
 AA7516  USGS QUAD   -  REFORM SW (1985)
 AA7516
 AA7516                         *CURRENT SURVEY CONTROL
 AA7516  ___________________________________________________________________
 AA7516* NAD 83(1992)-  33 22 22.69677(N)    088 14 24.38661(W)     ADJUSTED  
 AA7516* NAVD 88     -        71.7    (meters)     235.     (feet)  VERTCON   
 AA7516  ___________________________________________________________________
 AA7516  X           -     163,747.512 (meters)                     COMP
 AA7516  Y           -  -5,329,353.950 (meters)                     COMP
 AA7516  Z           -   3,488,600.854 (meters)                     COMP
 AA7516  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA7516  ELLIP HEIGHT-          43.31  (meters)          (07/29/02) GPS OBS
 AA7516  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AA7516
 AA7516  HORZ ORDER  -  FIRST
 AA7516  ELLP ORDER  -  FOURTH    CLASS I
 AA7516
 AA7516.The horizontal coordinates were established by GPS observations
 AA7516.and adjusted by the National Geodetic Survey in August 1995..
 AA7516
 AA7516.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7516
 AA7516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7516
 AA7516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7516
 AA7516.The ellipsoidal height was determined by GPS observations
 AA7516.and is referenced to NAD 83.
 AA7516
 AA7516.The geoid height was determined by GEOID03.
 AA7516
 AA7516;                    North         East     Units Scale Factor Converg.
 AA7516;SPC AL W     -   374,219.822   531,130.888   MT  0.99999179   -0 24 25.7
 AA7516;UTM  16      - 3,693,322.622   384,640.615   MT  0.99976407   -0 40 56.1
 AA7516
 AA7516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7516!SPC AL W     -   0.99999320  x   0.99999179  =   0.99998499
 AA7516!UTM  16      -   0.99999320  x   0.99976407  =   0.99975727
 AA7516
 AA7516                          SUPERSEDED SURVEY CONTROL
 AA7516
 AA7516  ELLIP H (08/28/95)   43.40   (m)                       GP(       ) 4 1
 AA7516  NGVD 29 (08/28/95)   71.7    (m)          235.     (f) GPS OBS        
 AA7516
 AA7516.Superseded values are not recommended for survey control.
 AA7516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7516.See file dsdata.txt to determine how the superseded data were derived.
 AA7516
 AA7516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8464193323(NAD 83)
 AA7516_MARKER: DD = SURVEY DISK
 AA7516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7516_STAMPING: 54-28 1994
 AA7516_MARK LOGO: ALHD  
 AA7516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7516+STABILITY: SURFACE MOTION
 AA7516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7516+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7516
 AA7516  HISTORY     - Date     Condition        Report By
 AA7516  HISTORY     - 1994     MONUMENTED       ALHD
 AA7516
 AA7516                          STATION DESCRIPTION
 AA7516
 AA7516'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7516'THE STATION IS IN PICKENS COUNTY ON THE WEST RIGHT OF WAY OF PICKENS
 AA7516'COUNTY ROAD NO 75 ABOUT 3.25 MI (5.23 KM) SOUTH OF ETHELSVILLE AND
 AA7516'ABOUT 11.30 MI (18.19 KM) NORTHWEST OF CARROLLTON. TO REACH THE
 AA7516'STATION FROM THE JUNCTION OF AL 14 AND AL 86 (MILEPOST 9.15 ON AL 14
 AA7516'AND MILEPOST 0.00 ON AL 86) IN PICKENSVILLE, DRIVE NORTH ON AL 14 FOR
 AA7516'6.20 MI (9.98 KM) TO MILEPOST 2.95 AND PICKENS COUNTY ROAD NO 75
 AA7516'RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 75 AND DRIVE NORTHEAST AND
 AA7516'NORTH FOR 4.80 MI (7.72 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA7516'3.0 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON GREY METAL
 AA7516'POSTS, 32.7 FT (10.0 M) WEST OF THE CENTER OF PICKENS COUNTY ROAD NO
 AA7516'75, 86.0 FT (26.2 M) WEST-SOUTHWEST OF A POWER POLE ACROSS THE ROAD,
 AA7516'223.5 FT (68.1 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO 3 29, 233.0 FT
 AA7516'(71.0 M) SOUTH OF THE SOUTH POST OF A RUSTY METAL GATE LEADING INTO A
 AA7516'FIELD, 2.7 FT (0.8 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA7516'WITH THE GROUND. STATION 54-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7516'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7517 ***********************************************************************
 AA7517  DESIGNATION -  54 29
 AA7517  PID         -  AA7517
 AA7517  STATE/COUNTY-  AL/PICKENS
 AA7517  USGS QUAD   -  REFORM SW (1985)
 AA7517
 AA7517                         *CURRENT SURVEY CONTROL
 AA7517  ___________________________________________________________________
 AA7517* NAD 83(1992)-  33 18 42.75353(N)    088 08 34.69468(W)     ADJUSTED  
 AA7517* NAVD 88     -       122.6    (meters)     402.     (feet)  VERTCON   
 AA7517  ___________________________________________________________________
 AA7517  X           -     172,904.484 (meters)                     COMP
 AA7517  Y           -  -5,332,833.601 (meters)                     COMP
 AA7517  Z           -   3,482,967.930 (meters)                     COMP
 AA7517  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AA7517  ELLIP HEIGHT-          94.09  (meters)          (07/29/02) GPS OBS
 AA7517  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AA7517
 AA7517  HORZ ORDER  -  FIRST
 AA7517  ELLP ORDER  -  FOURTH    CLASS I
 AA7517
 AA7517.The horizontal coordinates were established by GPS observations
 AA7517.and adjusted by the National Geodetic Survey in August 1995..
 AA7517
 AA7517.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7517
 AA7517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7517
 AA7517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7517
 AA7517.The ellipsoidal height was determined by GPS observations
 AA7517.and is referenced to NAD 83.
 AA7517
 AA7517.The geoid height was determined by GEOID03.
 AA7517
 AA7517;                    North         East     Units Scale Factor Converg.
 AA7517;SPC AL W     -   367,383.968   540,128.098   MT  0.99997751   -0 21 11.3
 AA7517;UTM  16      - 3,686,445.285   393,602.840   MT  0.99973957   -0 37 40.0
 AA7517
 AA7517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7517!SPC AL W     -   0.99998523  x   0.99997751  =   0.99996274
 AA7517!UTM  16      -   0.99998523  x   0.99973957  =   0.99972480
 AA7517
 AA7517:                Primary Azimuth Mark                     Grid Az
 AA7517:SPC AL W     -  54 30                                    023 45 08.7
 AA7517:UTM  16      -  54 30                                    024 01 37.4
 AA7517
 AA7517|---------------------------------------------------------------------|
 AA7517| PID    Reference Object                     Distance      Geod. Az  |
 AA7517|                                                           dddmmss.s |
 AA7517| AA7518 54 30                               419.982 METERS 0232357.4 |
 AA7517|---------------------------------------------------------------------|
 AA7517
 AA7517                          SUPERSEDED SURVEY CONTROL
 AA7517
 AA7517  ELLIP H (08/28/95)   94.19   (m)                       GP(       ) 4 1
 AA7517  NGVD 29 (08/28/95)  122.6    (m)          402.     (f) GPS OBS        
 AA7517
 AA7517.Superseded values are not recommended for survey control.
 AA7517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7517.See file dsdata.txt to determine how the superseded data were derived.
 AA7517
 AA7517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9360386445(NAD 83)
 AA7517_MARKER: DD = SURVEY DISK
 AA7517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7517_STAMPING: 54-29 1994
 AA7517_MARK LOGO: ALHD  
 AA7517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7517+STABILITY: SURFACE MOTION
 AA7517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7517+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 AA7517
 AA7517  HISTORY     - Date     Condition        Report By
 AA7517  HISTORY     - 1994     MONUMENTED       ALHD
 AA7517  HISTORY     - 20050420 GOOD             ALHD
 AA7517  HISTORY     - 20050720 GOOD             ALDOT
 AA7517
 AA7517                          STATION DESCRIPTION
 AA7517
 AA7517'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7517'THE STATION IS IN PICKENS COUNTY ON THE EAST RIGHT OF WAY OF PICKENS
 AA7517'COUNTY ROAD NO 7 ABOUT 4.40 MI (7.08 KM) NORTHWEST OF CARROLLTON AND
 AA7517'ABOUT 8.05 MI (12.95 KM) SOUTHEAST OF ETHELSVILLE. TO REACH THE
 AA7517'STATION FROM THE COURTHOUSE IN CARROLLTON, DRIVE WEST ON AL 86 FOR
 AA7517'1.85 MI (2.98 KM) TO MILEPOST 9.35 AND PICKENS COUNTY ROAD NO 26
 AA7517'RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 26 AND DRIVE NORTH AND
 AA7517'NORTHWEST FOR 2.65 MI (4.26 KM) TO PICKENS COUNTY ROAD NO 7 LEFT AND
 AA7517'RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 7 AND DRIVE NORTH FOR 0.80
 AA7517'MI (1.29 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9
 AA7517'M) WEST-NORTHWEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE
 AA7517'ON RUSTY GREEN METAL POSTS WITH SILVER TOPS, 32.3 FT (9.8 M)
 AA7517'EAST-SOUTHEAST OF THE CENTERLINE OF PICKENS COUNTY ROAD NO 7, 52.7 FT
 AA7517'(16.1 M) SOUTH-SOUTHWEST OF A SIX-INCH WOOD POST IN THE FENCELINE,
 AA7517'57.0 FT (17.4 M) NORTH-NORTHEAST OF A SIX-INCH WOOD POST IN THE
 AA7517'FENCELINE, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST AND
 AA7517'SET FLUSH WITH THE GROUND. STATION 54-30 1994 MAY BE USED AS AN
 AA7517'AZIMUTH FOR THIS STATION.
 AA7517
 AA7517                          STATION RECOVERY (2005)
 AA7517
 AA7517'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7517'RECOVERED IN GOOD CONDITION.
 AA7517
 AA7517                          STATION RECOVERY (2005)
 AA7517
 AA7517'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7517'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2136 ***********************************************************************
 DJ2136  DESIGNATION -  54 3
 DJ2136  PID         -  DJ2136
 DJ2136  STATE/COUNTY-  AL/PICKENS
 DJ2136  USGS QUAD   -  CUNNINGHAM (1982)
 DJ2136
 DJ2136                         *CURRENT SURVEY CONTROL
 DJ2136  ___________________________________________________________________
 DJ2136* NAD 83(1992)-  33 11 45.45890(N)    088 06 05.33338(W)     ADJUSTED  
 DJ2136* NAVD 88     -        64.01   (meters)     210.0    (feet)  N HEIGHT  
 DJ2136  ___________________________________________________________________
 DJ2136  X           -     176,997.993 (meters)                     COMP
 DJ2136  Y           -  -5,339,703.625 (meters)                     COMP
 DJ2136  Z           -   3,472,184.710 (meters)                     COMP
 DJ2136  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DJ2136  ELLIP HEIGHT-          35.24  (meters)          (07/29/02) GPS OBS
 DJ2136  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DJ2136  DYNAMIC HT  -          63.94  (meters)     209.8   (feet)  COMP
 DJ2136  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 DJ2136
 DJ2136  HORZ ORDER  -  FIRST
 DJ2136  VERT ORDER  -  THIRD
 DJ2136  ELLP ORDER  -  FOURTH    CLASS I
 DJ2136
 DJ2136.The horizontal coordinates were established by GPS observations
 DJ2136.and adjusted by the National Geodetic Survey in December 1992..
 DJ2136
 DJ2136.The orthometric height was determined by differential leveling
 DJ2136.and adjusted by the National Geodetic Survey in February 1996..
 DJ2136.The height was determined by precise leveling from only one NSRS
 DJ2136.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DJ2136.allowed ONLY to validate the GPS-derived height.
 DJ2136
 DJ2136.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2136
 DJ2136.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2136
 DJ2136.The ellipsoidal height was determined by GPS observations
 DJ2136.and is referenced to NAD 83.
 DJ2136
 DJ2136.The geoid height was determined by GEOID03.
 DJ2136
 DJ2136.The dynamic height is computed by dividing the NAVD 88
 DJ2136.geopotential number by the normal gravity value computed on the
 DJ2136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2136.degrees latitude (g = 980.6199 gals.).
 DJ2136
 DJ2136.The modeled gravity was interpolated from observed gravity values.
 DJ2136
 DJ2136;                    North         East     Units Scale Factor Converg.
 DJ2136;SPC AL W     -   354,505.463   543,917.531   MT  0.99997210   -0 19 45.6
 DJ2136;UTM  16      - 3,673,551.887   397,329.698   MT  0.99972997   -0 36 11.2
 DJ2136
 DJ2136!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2136!SPC AL W     -   0.99999447  x   0.99997210  =   0.99996657
 DJ2136!UTM  16      -   0.99999447  x   0.99972997  =   0.99972444
 DJ2136
 DJ2136:                Primary Azimuth Mark                     Grid Az
 DJ2136:SPC AL W     -  54 4                                     097 14 06.7
 DJ2136:UTM  16      -  54 4                                     097 30 32.3
 DJ2136
 DJ2136|---------------------------------------------------------------------|
 DJ2136| PID    Reference Object                     Distance      Geod. Az  |
 DJ2136|                                                           dddmmss.s |
 DJ2136| DJ2137 54 4                                490.205 METERS 0965421.1 |
 DJ2136|---------------------------------------------------------------------|
 DJ2136
 DJ2136                          SUPERSEDED SURVEY CONTROL
 DJ2136
 DJ2136  ELLIP H (12/04/92)   35.35   (m)                       GP(       ) 4 1
 DJ2136  NAD 83(1986)-  33 11 45.46556(N)    088 06 05.33601(W) AD(       ) 1
 DJ2136  NGVD 29 (??/??/??)   63.96   (m)          209.8    (f) N HEIGHT    3  
 DJ2136
 DJ2136.Superseded values are not recommended for survey control.
 DJ2136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2136.See file dsdata.txt to determine how the superseded data were derived.
 DJ2136
 DJ2136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9733073552(NAD 83)
 DJ2136_MARKER: DD = SURVEY DISK
 DJ2136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2136_SP_SET: CONCRETE POST
 DJ2136_STAMPING: 54-3 1990
 DJ2136_MARK LOGO: ALHD  
 DJ2136_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2136+STABILITY: SURFACE MOTION
 DJ2136_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2136+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 DJ2136
 DJ2136  HISTORY     - Date     Condition        Report By
 DJ2136  HISTORY     - 1990     MONUMENTED       ALHD
 DJ2136  HISTORY     - 19910506 GOOD
 DJ2136  HISTORY     - 19940816 GOOD             ALHD
 DJ2136  HISTORY     - 20050720 GOOD             ALDOT
 DJ2136
 DJ2136                          STATION DESCRIPTION
 DJ2136
 DJ2136'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DJ2136'THE STATION IS LOCATED IN PICKENS COUNTY ON THE EAST RIGHT OF WAY OF
 DJ2136'ALA 17, ABOUT 7.56 KM (4.70 MI) SOUTH OF CARROLLTON AND ABOUT 8.45 KM
 DJ2136'(5.25 MI) NORTH-NORTHEAST OF ALICEVILLE.
 DJ2136'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURT HOUSE SQUARE
 DJ2136'(MILE POST 201.35 ON ALA 17) IN CARROLLTON, DRIVE SOUTH ON ALA 17
 DJ2136'7.48 KM (4.65 MI) TO MILE POST 196.70 AND THE STATION ON THE LEFT.
 DJ2136'THE STATION IS 2.29 M (7.51 FT) WEST-SOUTHWEST OF A FOUR STRAND BARBED
 DJ2136'WIRE FENCE ON STEEL POSTS, 16.43 M (53.90 FT) EAST-NORTHEAST OF THE
 DJ2136'CENTERLINE OF ALA 17, 20.94 M (68.70 FT) NORTH-NORTHWEST OF A WOOD
 DJ2136'POST IN THE FENCE LINE, 22.37 M (73.39 FT) NORTHWEST OF A JUNCTION
 DJ2136'POWER POLE IN THE PASTURE, 45.20 M (148.29 FT) SOUTH-SOUTHEAST OF
 DJ2136'TELEPHONE CABLE PEDESTAL NO. 2 57, 46.88 M (153.81 FT) SOUTH-
 DJ2136'SOUTHEAST OF A FENCE CORNER POST AT PICKENS COUNTY ROAD NO. 5, 2.19 M
 DJ2136'(7.19 FT) WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DJ2136'WITH THE GROUND
 DJ2136'STATION 54-4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2136'AN ELEVATION TRANSFER WAS MADE FROM BENCH MARK M 102 (334.6 FT) 1935.
 DJ2136
 DJ2136                          STATION RECOVERY (1991)
 DJ2136
 DJ2136'RECOVERED 1991
 DJ2136'RECOVERED IN GOOD CONDITION.
 DJ2136
 DJ2136                          STATION RECOVERY (1994)
 DJ2136
 DJ2136'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 DJ2136'THE STATION IS LOCATED IN PICKENS COUNTY ON THE EAST RIGHT OF WAY OF
 DJ2136'ALA 17, ABOUT 7.56 KM (4.70 MI) SOUTH OF CARROLLTON AND ABOUT 8.45 KM
 DJ2136'(5.25 MI) NORTH-NORTHEAST OF ALICEVILLE. TO REACH THE STATION FROM THE
 DJ2136'SOUTH SIDE OF THE COURT HOUSE SQUARE (MILE POST 201.35 ON ALA 17) IN
 DJ2136'CARROLLTON, DRIVE SOUTH ON ALA 17 FOR 7.48 KM (4.65 MI) TO MILE POST
 DJ2136'196.70 AND THE STATION ON THE LEFT. THE STATION IS 2.29 M (7.51 FT)
 DJ2136'WEST-SOUTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON STEEL POSTS,
 DJ2136'16.43 M (53.90 FT) EAST-NORTHEAST OF THE CENTERLINE OF ALA 17, 20.94 M
 DJ2136'(68.70 FT) NORTH-NORTHWEST OF A WOOD POST IN THE FENCE LINE, 22.37 M
 DJ2136'(73.39 FT) NORTHWEST OF A JUNCTION POWER POLE IN THE PASTURE, 45.20 M
 DJ2136'(148.29 FT) SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 2 57,
 DJ2136'46.88 M (153.81 FT) SOUTH-SOUTHEAST OF A FENCE CORNER POST AT PICKENS
 DJ2136'COUNTY ROAD NO. 5, 2.19 M (7.19 FT) WEST-SOUTHWEST OF A CARSONITE
 DJ2136'WITNESS POST, AND SET FLUSH WITH THE GROUND STATION 54-4 1990 MAY BE
 DJ2136'USED AS AN AZIMUTH FOR THIS STATION.
 DJ2136
 DJ2136                          STATION RECOVERY (2005)
 DJ2136
 DJ2136'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DJ2136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7518 ***********************************************************************
 AA7518  DESIGNATION -  54 30
 AA7518  PID         -  AA7518
 AA7518  STATE/COUNTY-  AL/PICKENS
 AA7518  USGS QUAD   -  REFORM SW (1985)
 AA7518
 AA7518                         *CURRENT SURVEY CONTROL
 AA7518  ___________________________________________________________________
 AA7518* NAD 83(1992)-  33 18 55.26445(N)    088 08 28.24657(W)     ADJUSTED  
 AA7518* NAVD 88     -       125.1    (meters)     410.     (feet)  VERTCON   
 AA7518  ___________________________________________________________________
 AA7518  X           -     173,064.395 (meters)                     COMP
 AA7518  Y           -  -5,332,618.647 (meters)                     COMP
 AA7518  Z           -   3,483,291.379 (meters)                     COMP
 AA7518  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AA7518  ELLIP HEIGHT-          96.53  (meters)          (07/29/02) GPS OBS
 AA7518  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AA7518
 AA7518  HORZ ORDER  -  FIRST
 AA7518  ELLP ORDER  -  FOURTH    CLASS I
 AA7518
 AA7518.The horizontal coordinates were established by GPS observations
 AA7518.and adjusted by the National Geodetic Survey in August 1995..
 AA7518
 AA7518.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7518
 AA7518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7518
 AA7518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7518
 AA7518.The ellipsoidal height was determined by GPS observations
 AA7518.and is referenced to NAD 83.
 AA7518
 AA7518.The geoid height was determined by GEOID03.
 AA7518
 AA7518;                    North         East     Units Scale Factor Converg.
 AA7518;SPC AL W     -   367,768.366   540,297.256   MT  0.99997726   -0 21 07.8
 AA7518;UTM  16      - 3,686,828.777   393,773.799   MT  0.99973912   -0 37 36.7
 AA7518
 AA7518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7518!SPC AL W     -   0.99998485  x   0.99997726  =   0.99996211
 AA7518!UTM  16      -   0.99998485  x   0.99973912  =   0.99972397
 AA7518
 AA7518:                Primary Azimuth Mark                     Grid Az
 AA7518:SPC AL W     -  54 29                                    203 45 08.7
 AA7518:UTM  16      -  54 29                                    204 01 37.6
 AA7518
 AA7518|---------------------------------------------------------------------|
 AA7518| PID    Reference Object                     Distance      Geod. Az  |
 AA7518|                                                           dddmmss.s |
 AA7518| AA7517 54 29                               419.982 METERS 2032400.9 |
 AA7518|---------------------------------------------------------------------|
 AA7518
 AA7518                          SUPERSEDED SURVEY CONTROL
 AA7518
 AA7518  ELLIP H (08/28/95)   96.63   (m)                       GP(       ) 4 1
 AA7518  NGVD 29 (08/28/95)  125.0    (m)          410.     (f) GPS OBS        
 AA7518
 AA7518.Superseded values are not recommended for survey control.
 AA7518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7518.See file dsdata.txt to determine how the superseded data were derived.
 AA7518
 AA7518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9377486829(NAD 83)
 AA7518_MARKER: DD = SURVEY DISK
 AA7518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7518_STAMPING: 54-30 1994
 AA7518_MARK LOGO: ALHD  
 AA7518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7518+STABILITY: SURFACE MOTION
 AA7518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7518+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 AA7518
 AA7518  HISTORY     - Date     Condition        Report By
 AA7518  HISTORY     - 1994     MONUMENTED       ALHD
 AA7518  HISTORY     - 20050420 GOOD             ALHD
 AA7518
 AA7518                          STATION DESCRIPTION
 AA7518
 AA7518'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7518'THE STATION IS IN PICKENS COUNTY ON THE NORTH RIGHT OF WAY OF PICKENS
 AA7518'COUNTY ROAD NO 12 ABOUT 4.60 MI (7.40 KM) NORTHWEST OF CARROLLTON AND
 AA7518'ABOUT 7.85 MI (12.63 KM) SOUTHEAST OF ETHELSVILLE. TO REACH THE
 AA7518'STATION FROM THE COURTHOUSE IN CARROLLTON, DRIVE WEST ON AL 86 FOR
 AA7518'1.85 MI (2.98 KM) TO MILEPOST 9.35 AND PICKENS COUNTY ROAD NO 26
 AA7518'RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 26 AND DRIVE NORTH AND
 AA7518'NORTHWEST FOR 2.65 MI (4.26 KM) TO PICKENS COUNTY ROAD NO 7 LEFT AND
 AA7518'RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 7 AND DRIVE NORTH FOR 1.05
 AA7518'MI (1.69 KM) TO THE STATION ON THE RIGHT. THE STATION IS 33.7 FT (10.3
 AA7518'M) NORTH OF THE CENTERLINE OF PICKENS COUNTY ROAD NO 12, 36.8 FT (11.2
 AA7518'M) EAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE, 39.8 FT (12.1 M)
 AA7518'EAST OF TELEPHONE CABLE PEDESTAL NO 97 6, 95.4 FT (29.1 M) NORTHEAST
 AA7518'OF THE EAST POST OF A RED METAL GATE LEADING INTO A FIELD ACROSS THE
 AA7518'ROAD, 1.9 FT (0.6 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST AND
 AA7518'SET FLUSH WITH THE GROUND. STATION 54-29 1994 MAY BE USED AS AN
 AA7518'AZIMUTH FOR THIS STATION.
 AA7518
 AA7518                          STATION RECOVERY (2005)
 AA7518
 AA7518'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7518'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7519 ***********************************************************************
 AA7519  DESIGNATION -  54 31
 AA7519  PID         -  AA7519
 AA7519  STATE/COUNTY-  AL/PICKENS
 AA7519  USGS QUAD   -  ALICEVILLE NORTH (1980)
 AA7519
 AA7519                         *CURRENT SURVEY CONTROL
 AA7519  ___________________________________________________________________
 AA7519* NAD 83(1992)-  33 14 33.22130(N)    088 13 46.87313(W)     ADJUSTED  
 AA7519* NAVD 88     -        64.7    (meters)     212.     (feet)  VERTCON   
 AA7519  ___________________________________________________________________
 AA7519  X           -     164,961.946 (meters)                     COMP
 AA7519  Y           -  -5,337,256.890 (meters)                     COMP
 AA7519  Z           -   3,476,508.995 (meters)                     COMP
 AA7519  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AA7519  ELLIP HEIGHT-          36.11  (meters)          (07/29/02) GPS OBS
 AA7519  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 AA7519
 AA7519  HORZ ORDER  -  FIRST
 AA7519  ELLP ORDER  -  FOURTH    CLASS I
 AA7519
 AA7519.The horizontal coordinates were established by GPS observations
 AA7519.and adjusted by the National Geodetic Survey in August 1995..
 AA7519
 AA7519.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7519
 AA7519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7519
 AA7519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7519
 AA7519.The ellipsoidal height was determined by GPS observations
 AA7519.and is referenced to NAD 83.
 AA7519
 AA7519.The geoid height was determined by GEOID03.
 AA7519
 AA7519;                    North         East     Units Scale Factor Converg.
 AA7519;SPC AL W     -   359,749.725   531,999.404   MT  0.99999032   -0 24 00.1
 AA7519;UTM  16      - 3,678,851.831   385,439.582   MT  0.99976181   -0 40 27.0
 AA7519
 AA7519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7519!SPC AL W     -   0.99999433  x   0.99999032  =   0.99998465
 AA7519!UTM  16      -   0.99999433  x   0.99976181  =   0.99975614
 AA7519
 AA7519:                Primary Azimuth Mark                     Grid Az
 AA7519:SPC AL W     -  54 32                                    084 57 54.3
 AA7519:UTM  16      -  54 32                                    085 14 21.2
 AA7519
 AA7519|---------------------------------------------------------------------|
 AA7519| PID    Reference Object                     Distance      Geod. Az  |
 AA7519|                                                           dddmmss.s |
 AA7519| AA7520 54 32                               414.018 METERS 0843354.2 |
 AA7519|---------------------------------------------------------------------|
 AA7519
 AA7519                          SUPERSEDED SURVEY CONTROL
 AA7519
 AA7519  ELLIP H (08/28/95)   36.20   (m)                       GP(       ) 4 1
 AA7519  NGVD 29 (08/28/95)   64.7    (m)          212.     (f) GPS OBS        
 AA7519
 AA7519.Superseded values are not recommended for survey control.
 AA7519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7519.See file dsdata.txt to determine how the superseded data were derived.
 AA7519
 AA7519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8544078852(NAD 83)
 AA7519_MARKER: DD = SURVEY DISK
 AA7519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7519_STAMPING: 54-31 1994
 AA7519_MARK LOGO: ALHD  
 AA7519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7519+STABILITY: SURFACE MOTION
 AA7519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7519+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7519
 AA7519  HISTORY     - Date     Condition        Report By
 AA7519  HISTORY     - 1994     MONUMENTED       ALHD
 AA7519
 AA7519                          STATION DESCRIPTION
 AA7519
 AA7519'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7519'THE STATION IS IN PICKENS COUNTY ON THE NORTH RIGHT OF WAY OF AL 86
 AA7519'ABOUT 2.35 MI (3.78 KM) EAST-NORTHEAST OF PICKENSVILLE AND ABOUT 7.85
 AA7519'MI (12.63 KM) WEST OF CARROLLTON. TO REACH THE STATION FROM THE
 AA7519'JUNCTION OF AL 14 AND AL 86 (MILEPOST 9.15 ON AL 14 AND MILEPOST 0.00
 AA7519'ON AL 86) IN PICKENSVILLE, DRIVE NORTHEAST AND EAST ON AL 86 FOR 2.45
 AA7519'MI (3.94 KM) TO MILEPOST 2.45 AND THE STATION ON THE LEFT. THE STATION
 AA7519'IS 42.5 FT (13.0 M) NORTH OF THE CENTERLINE OF AL 86, 60.0 FT (18.3 M)
 AA7519'NORTH OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 90.6 FT
 AA7519'(27.6 M) NORTH OF THE CENTER OF THE NORTH OF TWO BLACK WATER METER
 AA7519'BOXES ACROSS THE ROAD, 2.2 FT (0.7 M) SOUTH OF A CARSONITE WITNESS
 AA7519'POST AND SET FLUSH WITH THE GROUND. STATION 54-32 1994 MAY BE USED AS
 AA7519'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7520 ***********************************************************************
 AA7520  DESIGNATION -  54 32
 AA7520  PID         -  AA7520
 AA7520  STATE/COUNTY-  AL/PICKENS
 AA7520  USGS QUAD   -  ALICEVILLE NORTH (1980)
 AA7520
 AA7520                         *CURRENT SURVEY CONTROL
 AA7520  ___________________________________________________________________
 AA7520* NAD 83(1992)-  33 14 34.49387(N)    088 13 30.95226(W)     ADJUSTED  
 AA7520* NAVD 88     -        61.8    (meters)     203.     (feet)  GPS OBS   
 AA7520  ___________________________________________________________________
 AA7520  X           -     165,373.169 (meters)                     COMP
 AA7520  Y           -  -5,337,220.227 (meters)                     COMP
 AA7520  Z           -   3,476,540.190 (meters)                     COMP
 AA7520  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AA7520  ELLIP HEIGHT-          33.20  (meters)          (08/29/05) GPS OBS
 AA7520  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 AA7520
 AA7520  HORZ ORDER  -  A
 AA7520  ELLP ORDER  -  FOURTH    CLASS I
 AA7520
 AA7520.The horizontal coordinates were established by GPS observations
 AA7520.and adjusted by the National Geodetic Survey in August 2005..
 AA7520
 AA7520.The orthometric height was determined by GPS observations and a
 AA7520.high-resolution geoid model.
 AA7520
 AA7520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7520
 AA7520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7520
 AA7520.The ellipsoidal height was determined by GPS observations
 AA7520.and is referenced to NAD 83.
 AA7520
 AA7520.The geoid height was determined by GEOID03.
 AA7520
 AA7520;                    North         East     Units Scale Factor Converg.
 AA7520;SPC AL W     -   359,786.060   532,411.820   MT  0.99998964   -0 23 51.4
 AA7520;UTM  16      - 3,678,886.184   385,852.074   MT  0.99976065   -0 40 18.3
 AA7520
 AA7520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7520!SPC AL W     -   0.99999479  x   0.99998964  =   0.99998443
 AA7520!UTM  16      -   0.99999479  x   0.99976065  =   0.99975544
 AA7520
 AA7520:                Primary Azimuth Mark                     Grid Az
 AA7520:SPC AL W     -  54 31                                    264 57 54.3
 AA7520:UTM  16      -  54 31                                    265 14 21.2
 AA7520
 AA7520|---------------------------------------------------------------------|
 AA7520| PID    Reference Object                     Distance      Geod. Az  |
 AA7520|                                                           dddmmss.s |
 AA7520| AA7519 54 31                               414.018 METERS 2643402.9 |
 AA7520|---------------------------------------------------------------------|
 AA7520
 AA7520                          SUPERSEDED SURVEY CONTROL
 AA7520
 AA7520  ELLIP H (07/29/02)   33.13   (m)                       GP(       ) 4 1
 AA7520  NAD 83(1992)-  33 14 34.49378(N)    088 13 30.94898(W) AD(       ) 1
 AA7520  ELLIP H (08/28/95)   33.22   (m)                       GP(       ) 4 1
 AA7520  NGVD 29 (08/28/95)   61.7    (m)          202.     (f) GPS OBS        
 AA7520
 AA7520.Superseded values are not recommended for survey control.
 AA7520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7520.See file dsdata.txt to determine how the superseded data were derived.
 AA7520
 AA7520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8585278886(NAD 83)
 AA7520_MARKER: DD = SURVEY DISK
 AA7520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7520_STAMPING: 54-32 1994
 AA7520_MARK LOGO: ALHD  
 AA7520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7520+STABILITY: SURFACE MOTION
 AA7520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7520+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2006
 AA7520
 AA7520  HISTORY     - Date     Condition        Report By
 AA7520  HISTORY     - 1994     MONUMENTED       ALHD
 AA7520  HISTORY     - 20040412 GOOD             ALHD
 AA7520  HISTORY     - 20050720 GOOD             ALDOT
 AA7520  HISTORY     - 20060622 GOOD             MAPTEC
 AA7520
 AA7520                          STATION DESCRIPTION
 AA7520
 AA7520'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7520'THE STATION IS IN PICKENS COUNTY ON THE SOUTH RIGHT OF WAY OF AL 86
 AA7520'ABOUT 2.60 MI (4.18 KM) EAST-NORTHEAST OF PICKENSVILLE AND ABOUT 7.60
 AA7520'MI (12.23 KM) WEST OF CARROLLTON. TO REACH THE STATION FROM THE
 AA7520'JUNCTION OF AL 14 AND AL 86 (MILEPOST 9.15 ON AL 14 AND MILEPOST 0.00
 AA7520'ON AL 86) IN PICKENSVILLE, DRIVE NORTHEAST AND EAST ON AL 86 FOR 2.70
 AA7520'MI (4.35 KM) TO MILEPOST 2.70 AND THE STATION ON THE RIGHT. THE
 AA7520'STATION IS 36.5 FT (11.1 M) SOUTH OF THE CENTERLINE OF AL 86, 47.0 FT
 AA7520'(14.3 M) NORTHEAST OF A POWER POLE, 156.8 FT (47.8 M) EAST OF A FOUR
 AA7520'FOOT REFLECTOR POST ACROSS THE ROAD, 160.0 FT (48.8 M) EAST OF THE
 AA7520'CENTER OF THE NORTH HEADWALL OF A CULVERT UNDER AL 86, 161.5 FT (49.2
 AA7520'M) EAST OF THE CENTER OF THE SOUTH HEADWALL OF A CULVERT UNDER AL 86,
 AA7520'2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA7520'THE GROUND. STATION 54-31 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7520'STATION.
 AA7520
 AA7520                          STATION RECOVERY (2004)
 AA7520
 AA7520'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA7520'RECOVERED IN GOOD CONDITION.
 AA7520
 AA7520                          STATION RECOVERY (2005)
 AA7520
 AA7520'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7520'MARK IS 1.5 FEET NORTH OF A METAL WITNESS POST,REST OF DESCRIPTION IS
 AA7520'OK
 AA7520
 AA7520                          STATION RECOVERY (2006)
 AA7520
 AA7520'RECOVERY NOTE BY MAPTECH INCORPORATED 2006 (RB)
 AA7520'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7521 ***********************************************************************
 AA7521  DESIGNATION -  54 33
 AA7521  PID         -  AA7521
 AA7521  STATE/COUNTY-  AL/PICKENS
 AA7521  USGS QUAD   -  ALICEVILLE SOUTH (1986)
 AA7521
 AA7521                         *CURRENT SURVEY CONTROL
 AA7521  ___________________________________________________________________
 AA7521* NAD 83(1992)-  33 07 18.78803(N)    088 11 50.00309(W)     ADJUSTED  
 AA7521* NAVD 88     -        45.7    (meters)     150.     (feet)  VERTCON   
 AA7521  ___________________________________________________________________
 AA7521  X           -     168,215.955 (meters)                     COMP
 AA7521  Y           -  -5,344,467.941 (meters)                     COMP
 AA7521  Z           -   3,465,296.999 (meters)                     COMP
 AA7521  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 AA7521  ELLIP HEIGHT-          16.89  (meters)          (07/29/02) GPS OBS
 AA7521  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA7521
 AA7521  HORZ ORDER  -  FIRST
 AA7521  ELLP ORDER  -  FOURTH    CLASS I
 AA7521
 AA7521.The horizontal coordinates were established by GPS observations
 AA7521.and adjusted by the National Geodetic Survey in August 1995..
 AA7521
 AA7521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7521
 AA7521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7521
 AA7521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7521
 AA7521.The ellipsoidal height was determined by GPS observations
 AA7521.and is referenced to NAD 83.
 AA7521
 AA7521.The geoid height was determined by GEOID03.
 AA7521
 AA7521;                    North         East     Units Scale Factor Converg.
 AA7521;SPC AL W     -   346,345.676   534,935.685   MT  0.99998551   -0 22 51.6
 AA7521;UTM  16      - 3,665,436.995   388,311.137   MT  0.99975380   -0 39 15.3
 AA7521
 AA7521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7521!SPC AL W     -   0.99999735  x   0.99998551  =   0.99998286
 AA7521!UTM  16      -   0.99999735  x   0.99975380  =   0.99975115
 AA7521
 AA7521:                Primary Azimuth Mark                     Grid Az
 AA7521:SPC AL W     -  54 34                                    046 33 12.1
 AA7521:UTM  16      -  54 34                                    046 49 35.8
 AA7521
 AA7521|---------------------------------------------------------------------|
 AA7521| PID    Reference Object                     Distance      Geod. Az  |
 AA7521|                                                           dddmmss.s |
 AA7521| AA7522 54 34                               494.168 METERS 0461020.5 |
 AA7521|---------------------------------------------------------------------|
 AA7521
 AA7521                          SUPERSEDED SURVEY CONTROL
 AA7521
 AA7521  ELLIP H (08/28/95)   16.99   (m)                       GP(       ) 4 1
 AA7521  NGVD 29 (08/28/95)   45.7    (m)          150.     (f) GPS OBS        
 AA7521
 AA7521.Superseded values are not recommended for survey control.
 AA7521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7521.See file dsdata.txt to determine how the superseded data were derived.
 AA7521
 AA7521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8831165437(NAD 83)
 AA7521_MARKER: DD = SURVEY DISK
 AA7521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7521_STAMPING: 54-33 1994
 AA7521_MARK LOGO: ALHD  
 AA7521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7521+STABILITY: SURFACE MOTION
 AA7521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7521+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7521
 AA7521  HISTORY     - Date     Condition        Report By
 AA7521  HISTORY     - 1994     MONUMENTED       ALHD
 AA7521
 AA7521                          STATION DESCRIPTION
 AA7521
 AA7521'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7521'THE STATION IS IN PICKENS COUNTY ON THE EAST RIGHT OF WAY OF A GRAVEL
 AA7521'ROAD ABOUT 2/65 MI WEST OF ALICEVILLE AND ABOUT 8.20 MI (13.20 KM)
 AA7521'SOUTHEAST OF PICKENSVILLE. TO REACH THE STATION FROM THE JUNCTION OF
 AA7521'AL 14 WEST AND AL 17 (MILEPOST 18.70 ON AL 14 AND MILEPOST 190.32 ON
 AA7521'AL 17) IN ALICEVILLE, DRIVE WEST ON AL 17 FOR 0.45 MI (0.72 KM) TO
 AA7521'MILEPOST 189.85 AND A SHARP LEFT CURVE WITH AL 17 BEARING LEFT AND A
 AA7521'PAVED COUNTY ROAD STRAIGHT AHEAD. CONTINUE STRAIGHT AHEAD ON THE PAVED
 AA7521'COUNTY ROAD FOR 1.00 MI (1.61 KM) TO THE END OF PAVEMENT AND BEGINNING
 AA7521'OF A GRAVEL ROAD. CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD FOR 1.30
 AA7521'MI (2.09 KM) TO A T-INTERSECTION WITH ANOTHER GRAVEL ROAD LEFT AND
 AA7521'RIGHT. TURN LEFT ON THE GRAVEL ROAD AND DRIVE SOUTH FOR 0.20 MI (0.32
 AA7521'KM) TO THE STATION ON THE LEFT. THE STATION IS 25.0 FT (7.6 M) EAST OF
 AA7521'THE CENTER OF THE GRAVEL ROAD, 2.3 FT (0.7 M) WEST OF A CARSONITE
 AA7521'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 54-34 1994 MAY BE
 AA7521'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7522 ***********************************************************************
 AA7522  DESIGNATION -  54 34
 AA7522  PID         -  AA7522
 AA7522  STATE/COUNTY-  AL/PICKENS
 AA7522  USGS QUAD   -  ALICEVILLE SOUTH (1986)
 AA7522
 AA7522                         *CURRENT SURVEY CONTROL
 AA7522  ___________________________________________________________________
 AA7522* NAD 83(1992)-  33 07 29.89577(N)    088 11 36.25037(W)     ADJUSTED  
 AA7522* NAVD 88     -        46.8    (meters)     154.     (feet)  VERTCON   
 AA7522  ___________________________________________________________________
 AA7522  X           -     168,566.430 (meters)                     COMP
 AA7522  Y           -  -5,344,270.691 (meters)                     COMP
 AA7522  Z           -   3,465,584.165 (meters)                     COMP
 AA7522  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 AA7522  ELLIP HEIGHT-          17.94  (meters)          (07/29/02) GPS OBS
 AA7522  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA7522
 AA7522  HORZ ORDER  -  FIRST
 AA7522  ELLP ORDER  -  FOURTH    CLASS I
 AA7522
 AA7522.The horizontal coordinates were established by GPS observations
 AA7522.and adjusted by the National Geodetic Survey in August 1995..
 AA7522
 AA7522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7522
 AA7522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7522
 AA7522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7522
 AA7522.The ellipsoidal height was determined by GPS observations
 AA7522.and is referenced to NAD 83.
 AA7522
 AA7522.The geoid height was determined by GEOID03.
 AA7522
 AA7522;                    North         East     Units Scale Factor Converg.
 AA7522;SPC AL W     -   346,685.500   535,294.453   MT  0.99998494   -0 22 44.2
 AA7522;UTM  16      - 3,665,775.026   388,671.438   MT  0.99975281   -0 39 08.0
 AA7522
 AA7522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7522!SPC AL W     -   0.99999718  x   0.99998494  =   0.99998212
 AA7522!UTM  16      -   0.99999718  x   0.99975281  =   0.99974999
 AA7522
 AA7522:                Primary Azimuth Mark                     Grid Az
 AA7522:SPC AL W     -  54 33                                    226 33 12.2
 AA7522:UTM  16      -  54 33                                    226 49 36.0
 AA7522
 AA7522|---------------------------------------------------------------------|
 AA7522| PID    Reference Object                     Distance      Geod. Az  |
 AA7522|                                                           dddmmss.s |
 AA7522| AA7521 54 33                               494.168 METERS 2261028.0 |
 AA7522|---------------------------------------------------------------------|
 AA7522
 AA7522                          SUPERSEDED SURVEY CONTROL
 AA7522
 AA7522  ELLIP H (08/28/95)   18.04   (m)                       GP(       ) 4 1
 AA7522  NGVD 29 (08/28/95)   46.7    (m)          153.     (f) GPS OBS        
 AA7522
 AA7522.Superseded values are not recommended for survey control.
 AA7522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7522.See file dsdata.txt to determine how the superseded data were derived.
 AA7522
 AA7522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8867165775(NAD 83)
 AA7522_MARKER: DD = SURVEY DISK
 AA7522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7522_STAMPING: 54-34 1994
 AA7522_MARK LOGO: ALHD  
 AA7522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7522+STABILITY: SURFACE MOTION
 AA7522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7522+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7522
 AA7522  HISTORY     - Date     Condition        Report By
 AA7522  HISTORY     - 1994     MONUMENTED       ALHD
 AA7522
 AA7522                          STATION DESCRIPTION
 AA7522
 AA7522'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7522'THE STATION IS IN PICKENS COUNTY ON THE NORTH RIGHT OF WAY OF A GRAVEL
 AA7522'ROAD ABOUT 2.40 MI (3.86 KM) WEST OF ALICEVILLE AND ABOUT 8.10 MI
 AA7522'(13.04 KM) SOUTHEAST OF PICKENSVILLE. TO REACH THE STATION FROM THE
 AA7522'JUNCTION OF AL 14 WEST AND AL 17 (MILEPOST 18.70 ON AL 14 AND MILEPOST
 AA7522'190.32 ON AL 17) IN ALICEVILLE, DRIVE WEST ON AL 17 FOR 0.45 MI (0.72
 AA7522'KM) TO MILEPOST 189.85 AND A SHARP LEFT CURVE WITH AL 17 BEARING LEFT
 AA7522'AND A PAVED COUNTY ROAD STRAIGHT AHEAD. CONTINUE STRAIGHT AHEAD ON THE
 AA7522'PAVED COUNTY ROAD FOR 1.00 MI (1.61 KM) TO THE END OF PAVEMENT AND
 AA7522'BEGINNING OF A GRAVEL ROAD. CONTINUE STRAIGHT AHEAD ON THE GRAVEL ROAD
 AA7522'FOR 1.05 MI (1.69 KM) TO THE STATION ON THE RIGHT. THE STATION IS 25.0
 AA7522'FT (7.6 M) NORTH OF THE CENTER OF THE GRAVEL ROAD, 108.5 FT (33.1 M)
 AA7522'WEST OF A POWER POLE, 1.8 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST
 AA7522'AND SET FLUSH WITH THE GROUND. STATION 54-33 1994 MAY BE USED AS AN
 AA7522'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7523 ***********************************************************************
 AA7523  DESIGNATION -  54 35
 AA7523  PID         -  AA7523
 AA7523  STATE/COUNTY-  AL/PICKENS
 AA7523  USGS QUAD   -  DANCY (1982)
 AA7523
 AA7523                         *CURRENT SURVEY CONTROL
 AA7523  ___________________________________________________________________
 AA7523* NAD 83(1992)-  33 03 25.20208(N)    088 17 43.32361(W)     ADJUSTED  
 AA7523* NAVD 88     -        68.6    (meters)     225.     (feet)  VERTCON   
 AA7523  ___________________________________________________________________
 AA7523  X           -     159,178.365 (meters)                     COMP
 AA7523  Y           -  -5,348,694.399 (meters)                     COMP
 AA7523  Z           -   3,459,280.400 (meters)                     COMP
 AA7523  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AA7523  ELLIP HEIGHT-          39.77  (meters)          (07/29/02) GPS OBS
 AA7523  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA7523
 AA7523  HORZ ORDER  -  FIRST
 AA7523  ELLP ORDER  -  FOURTH    CLASS I
 AA7523
 AA7523.The horizontal coordinates were established by GPS observations
 AA7523.and adjusted by the National Geodetic Survey in August 1995..
 AA7523
 AA7523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7523
 AA7523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7523
 AA7523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7523
 AA7523.The ellipsoidal height was determined by GPS observations
 AA7523.and is referenced to NAD 83.
 AA7523
 AA7523.The geoid height was determined by GEOID03.
 AA7523
 AA7523;                    North         East     Units Scale Factor Converg.
 AA7523;SPC AL W     -   339,214.927   525,722.144   MT  1.00000134   -0 26 01.9
 AA7523;UTM  16      - 3,658,351.837   379,065.814   MT  0.99978032   -0 42 24.0
 AA7523
 AA7523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7523!SPC AL W     -   0.99999376  x   1.00000134  =   0.99999510
 AA7523!UTM  16      -   0.99999376  x   0.99978032  =   0.99977408
 AA7523
 AA7523:                Primary Azimuth Mark                     Grid Az
 AA7523:SPC AL W     -  54 36                                    358 11 22.6
 AA7523:UTM  16      -  54 36                                    358 27 44.7
 AA7523
 AA7523|---------------------------------------------------------------------|
 AA7523| PID    Reference Object                     Distance      Geod. Az  |
 AA7523|                                                           dddmmss.s |
 AA7523| AA7524 54 36                               448.030 METERS 3574520.7 |
 AA7523|---------------------------------------------------------------------|
 AA7523
 AA7523                          SUPERSEDED SURVEY CONTROL
 AA7523
 AA7523  ELLIP H (08/28/95)   39.88   (m)                       GP(       ) 4 1
 AA7523  NGVD 29 (08/28/95)   68.6    (m)          225.     (f) GPS OBS        
 AA7523
 AA7523.Superseded values are not recommended for survey control.
 AA7523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7523.See file dsdata.txt to determine how the superseded data were derived.
 AA7523
 AA7523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7906658352(NAD 83)
 AA7523_MARKER: DD = SURVEY DISK
 AA7523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7523_STAMPING: 54-35 1994
 AA7523_MARK LOGO: ALHD  
 AA7523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7523+STABILITY: SURFACE MOTION
 AA7523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7523+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7523
 AA7523  HISTORY     - Date     Condition        Report By
 AA7523  HISTORY     - 1994     MONUMENTED       ALHD
 AA7523
 AA7523                          STATION DESCRIPTION
 AA7523
 AA7523'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7523'THE STATION IS IN PICKENS COUNTY ON THE EAST RIGHT OF WAY OF PICKENS
 AA7523'COUNTY ROAD NO 1 ABOUT 9.60 MI (15.45 KM) SOUTHWEST OF ALICEVILLE AND
 AA7523'ABOUT 11.70 MI (18.83 KM) SOUTH OF PICKENSVILLE. TO REACH THE STATION
 AA7523'FROM THE JUNCTION OF AL 14 WEST AND AL 17 (MILEPOST 18.70 ON AL 14 AND
 AA7523'MILEPOST 190.32 ON AL 17) IN ALICEVILLE, DRIVE SOUTHWEST ON AL 17 FOR
 AA7523'9.15 MI (14.73 KM) TO MILEPOST 181.15 AND AL 32 RIGHT. TURN RIGHT ON
 AA7523'AL 32 AND DRIVE WEST FOR 1.25 MI (2.01 KM) TO MILEPOST 2.35 AND
 AA7523'PICKENS COUNTY ROAD NO 1 RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 1
 AA7523'AND DRIVE NORTH FOR 0.40 MI (0.64 KM) TO THE STATION ON THE RIGHT. THE
 AA7523'STATION IS 3.0 FT (0.9 M) WEST OF A SIX STRAND BARBED WIRE FENCE ON
 AA7523'OLD TREATED WOOD POSTS AND GREEN METAL POSTS WITH WHITE TOPS, 39.3 FT
 AA7523'(12.0 M) EAST OF THE CENTER OF PICKENS COUNTY ROAD NO 1, 2.7 FT (0.8
 AA7523'M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA7523'STATION 54-36 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7524 ***********************************************************************
 AA7524  DESIGNATION -  54 36
 AA7524  PID         -  AA7524
 AA7524  STATE/COUNTY-  AL/PICKENS
 AA7524  USGS QUAD   -  DANCY (1982)
 AA7524
 AA7524                         *CURRENT SURVEY CONTROL
 AA7524  ___________________________________________________________________
 AA7524* NAD 83(1992)-  33 03 39.73400(N)    088 17 43.99993(W)     ADJUSTED  
 AA7524* NAVD 88     -        70.7    (meters)     232.     (feet)  VERTCON   
 AA7524  ___________________________________________________________________
 AA7524  X           -     159,153.615 (meters)                     COMP
 AA7524  Y           -  -5,348,452.556 (meters)                     COMP
 AA7524  Z           -   3,459,656.747 (meters)                     COMP
 AA7524  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AA7524  ELLIP HEIGHT-          41.85  (meters)          (07/29/02) GPS OBS
 AA7524  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA7524
 AA7524  HORZ ORDER  -  FIRST
 AA7524  ELLP ORDER  -  FOURTH    CLASS I
 AA7524
 AA7524.The horizontal coordinates were established by GPS observations
 AA7524.and adjusted by the National Geodetic Survey in August 1995..
 AA7524
 AA7524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7524
 AA7524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7524
 AA7524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7524
 AA7524.The ellipsoidal height was determined by GPS observations
 AA7524.and is referenced to NAD 83.
 AA7524
 AA7524.The geoid height was determined by GEOID03.
 AA7524
 AA7524;                    North         East     Units Scale Factor Converg.
 AA7524;SPC AL W     -   339,662.734   525,707.991   MT  1.00000136   -0 26 02.5
 AA7524;UTM  16      - 3,658,799.607   379,053.795   MT  0.99978036   -0 42 24.7
 AA7524
 AA7524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7524!SPC AL W     -   0.99999343  x   1.00000136  =   0.99999479
 AA7524!UTM  16      -   0.99999343  x   0.99978036  =   0.99977379
 AA7524
 AA7524:                Primary Azimuth Mark                     Grid Az
 AA7524:SPC AL W     -  54 35                                    178 11 22.8
 AA7524:UTM  16      -  54 35                                    178 27 45.0
 AA7524
 AA7524|---------------------------------------------------------------------|
 AA7524| PID    Reference Object                     Distance      Geod. Az  |
 AA7524|                                                           dddmmss.s |
 AA7524| AA7523 54 35                               448.030 METERS 1774520.3 |
 AA7524|---------------------------------------------------------------------|
 AA7524
 AA7524                          SUPERSEDED SURVEY CONTROL
 AA7524
 AA7524  ELLIP H (08/28/95)   41.95   (m)                       GP(       ) 4 1
 AA7524  NGVD 29 (08/28/95)   70.6    (m)          232.     (f) GPS OBS        
 AA7524
 AA7524.Superseded values are not recommended for survey control.
 AA7524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7524.See file dsdata.txt to determine how the superseded data were derived.
 AA7524
 AA7524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7905458800(NAD 83)
 AA7524_MARKER: DD = SURVEY DISK
 AA7524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7524_STAMPING: 54-36 1994
 AA7524_MARK LOGO: ALHD  
 AA7524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7524+STABILITY: SURFACE MOTION
 AA7524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7524+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7524
 AA7524  HISTORY     - Date     Condition        Report By
 AA7524  HISTORY     - 1994     MONUMENTED       ALHD
 AA7524
 AA7524                          STATION DESCRIPTION
 AA7524
 AA7524'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7524'THE STATION IS IN PICKENS COUNTY ON THE EAST RIGHT OF WAY OF PICKENS
 AA7524'COUNTY ROAD NO 1 ABOUT 9.45 MI (15.21 KM) SOUTHWEST OF ALICEVILLE AND
 AA7524'ABOUT 11.40 MI (18.35 KM) SOUTH OF PICKENSVILLE. TO REACH THE STATION
 AA7524'FROM THE JUNCTION OF AL 14 WEST AND AL 17 (MILEPOST 18.70 ON AL 14 AND
 AA7524'MILEPOST 190.32 ON AL 17) IN ALICEVILLE, DRIVE SOUTHWEST ON AL 17 FOR
 AA7524'9.15 MI (14.73 KM) TO MILEPOST 181.15 AND AL 32 RIGHT. TURN RIGHT ON
 AA7524'AL 32 AND DRIVE WEST FOR 1.25 MI (2.01 KM) TO MILEPOST 2.35 AND
 AA7524'PICKENS COUNTY ROAD NO 1 RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 1
 AA7524'AND DRIVE NORTH FOR 0.70 MI (1.13 KM) TO THE STATION ON THE RIGHT. THE
 AA7524'STATION IS 3.0 FT (0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE ON
 AA7524'OLD TREATED WOOD POSTS, 40.5 FT (12.3 M) EAST OF THE CENTER OF PICKENS
 AA7524'COUNTY ROAD NO 1, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST AND
 AA7524'SET FLUSH WITH THE GROUND. STATION 54-35 1994 MAY BE USED AS AN
 AA7524'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7525 ***********************************************************************
 AA7525  DESIGNATION -  54 37
 AA7525  PID         -  AA7525
 AA7525  STATE/COUNTY-  AL/PICKENS
 AA7525  USGS QUAD   -  ALICEVILLE SOUTH (1986)
 AA7525
 AA7525                         *CURRENT SURVEY CONTROL
 AA7525  ___________________________________________________________________
 AA7525* NAD 83(1992)-  33 03 53.28918(N)    088 09 10.48559(W)     ADJUSTED  
 AA7525* NAVD 88     -        44.9    (meters)     147.     (feet)  VERTCON   
 AA7525  ___________________________________________________________________
 AA7525  X           -     172,460.508 (meters)                     COMP
 AA7525  Y           -  -5,347,790.370 (meters)                     COMP
 AA7525  Z           -   3,459,992.605 (meters)                     COMP
 AA7525  LAPLACE CORR-          -1.07  (seconds)                    DEFLEC99
 AA7525  ELLIP HEIGHT-          15.97  (meters)          (07/29/02) GPS OBS
 AA7525  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AA7525
 AA7525  HORZ ORDER  -  FIRST
 AA7525  ELLP ORDER  -  FOURTH    CLASS I
 AA7525
 AA7525.The horizontal coordinates were established by GPS observations
 AA7525.and adjusted by the National Geodetic Survey in August 1995..
 AA7525
 AA7525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7525
 AA7525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7525
 AA7525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7525
 AA7525.The ellipsoidal height was determined by GPS observations
 AA7525.and is referenced to NAD 83.
 AA7525
 AA7525.The geoid height was determined by GEOID03.
 AA7525
 AA7525;                    North         East     Units Scale Factor Converg.
 AA7525;SPC AL W     -   339,988.452   539,031.383   MT  0.99997915   -0 21 22.4
 AA7525;UTM  16      - 3,659,061.817   392,375.540   MT  0.99974281   -0 37 44.7
 AA7525
 AA7525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7525!SPC AL W     -   0.99999749  x   0.99997915  =   0.99997664
 AA7525!UTM  16      -   0.99999749  x   0.99974281  =   0.99974030
 AA7525
 AA7525|---------------------------------------------------------------------|
 AA7525| PID    Reference Object                     Distance      Geod. Az  |
 AA7525|                                                           dddmmss.s |
 AA7525| AA7526 54 38                               394.565 METERS 05751     |
 AA7525|---------------------------------------------------------------------|
 AA7525
 AA7525                          SUPERSEDED SURVEY CONTROL
 AA7525
 AA7525  ELLIP H (08/28/95)   16.08   (m)                       GP(       ) 4 1
 AA7525  NGVD 29 (08/28/95)   44.9    (m)          147.     (f) GPS OBS        
 AA7525
 AA7525.Superseded values are not recommended for survey control.
 AA7525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7525.See file dsdata.txt to determine how the superseded data were derived.
 AA7525
 AA7525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9237659062(NAD 83)
 AA7525_MARKER: DD = SURVEY DISK
 AA7525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7525_STAMPING: 54-37 1994
 AA7525_MARK LOGO: ALHD  
 AA7525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7525+STABILITY: SURFACE MOTION
 AA7525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7525+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7525
 AA7525  HISTORY     - Date     Condition        Report By
 AA7525  HISTORY     - 1994     MONUMENTED       ALHD
 AA7525
 AA7525                          STATION DESCRIPTION
 AA7525
 AA7525'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7525'THE STATION IS IN PICKENS COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA7525'PICKENS COUNTY ROAD NO 13 ABOUT 4.40 MI (7.08 KM) SOUTH OF ALICEVILLE
 AA7525'AND ABOUT 12.90 MI (20.76 KM) SOUTHEAST OF PICKENSVILLE. TO REACH THE
 AA7525'STATION FROM THE JUNCTION OF AL 14 EAST AND AL 17 (MILEPOST 18.99 ON
 AA7525'AL 14 AND MILEPOST 190.61 ON AL 17) IN ALICEVILLE, DRIVE SOUTH ON AL
 AA7525'14 FOR 3.70 MI (5.95 KM) TO MILEPOST 22.70 AND PICKENS COUNTY ROAD NO
 AA7525'13 RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 13 AND DRIVE SOUTHWEST
 AA7525'FOR 1.40 MI (2.25 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0
 AA7525'FT (0.9 M) NORTH-NORTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON RUSTY
 AA7525'METAL POSTS WITH RED TOPS, 35.8 FT (10.9 M) SOUTH-SOUTHEAST OF THE
 AA7525'CENTER OF PICKENS COUNTY ROAD NO 13, 151.0 FT (46.0 M) EAST-NORTHEAST
 AA7525'OF TELEPHONE CABLE PEDESTAL NO 139 6, 152.4 FT (46.5 M) EAST-NORTHEAST
 AA7525'OF THE EAST END OF A WHITE WOOD BOARD FENCE AT BOOTH'S FARM, 156.3 FT
 AA7525'(47.6 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO 139 RE, 158.0
 AA7525'FT (48.2 M) NORTHEAST OF THE CENTER OF A RED DOUBLE METAL GATE LEADING
 AA7525'INTO A FIELD, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST AND
 AA7525'SET FLUSH WITH THE GROUND. STATION 54-38 1994 MAY BE USED AS AN
 AA7525'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7526 ***********************************************************************
 AA7526  DESIGNATION -  54 38
 AA7526  PID         -  AA7526
 AA7526  STATE/COUNTY-  AL/PICKENS
 AA7526  USGS QUAD   -  ALICEVILLE SOUTH (1986)
 AA7526
 AA7526                         *CURRENT SURVEY CONTROL
 AA7526  ___________________________________________________________________
 AA7526* NAD 83(1992)-  33 04 00.10458(N)    088 08 57.60732(W)     ADJUSTED  
 AA7526* NAVD 88     -        44.9    (meters)     147.     (feet)  VERTCON   
 AA7526  ___________________________________________________________________
 AA7526  X           -     172,790.701 (meters)                     COMP
 AA7526  Y           -  -5,347,665.104 (meters)                     COMP
 AA7526  Z           -   3,460,168.569 (meters)                     COMP
 AA7526  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 AA7526  ELLIP HEIGHT-          15.98  (meters)          (07/29/02) GPS OBS
 AA7526  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AA7526
 AA7526  HORZ ORDER  -  FIRST
 AA7526  ELLP ORDER  -  FOURTH    CLASS I
 AA7526
 AA7526.The horizontal coordinates were established by GPS observations
 AA7526.and adjusted by the National Geodetic Survey in August 1995..
 AA7526
 AA7526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7526
 AA7526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7526
 AA7526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7526
 AA7526.The ellipsoidal height was determined by GPS observations
 AA7526.and is referenced to NAD 83.
 AA7526
 AA7526.The geoid height was determined by GEOID03.
 AA7526
 AA7526;                    North         East     Units Scale Factor Converg.
 AA7526;SPC AL W     -   340,196.335   539,366.733   MT  0.99997865   -0 21 15.5
 AA7526;UTM  16      - 3,659,268.052   392,711.797   MT  0.99974192   -0 37 37.8
 AA7526
 AA7526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7526!SPC AL W     -   0.99999749  x   0.99997865  =   0.99997614
 AA7526!UTM  16      -   0.99999749  x   0.99974192  =   0.99973941
 AA7526
 AA7526|---------------------------------------------------------------------|
 AA7526| PID    Reference Object                     Distance      Geod. Az  |
 AA7526|                                                           dddmmss.s |
 AA7526| AA7525 54 37                               394.565 METERS 23751     |
 AA7526|---------------------------------------------------------------------|
 AA7526
 AA7526                          SUPERSEDED SURVEY CONTROL
 AA7526
 AA7526  ELLIP H (08/28/95)   16.09   (m)                       GP(       ) 4 1
 AA7526  NGVD 29 (08/28/95)   44.9    (m)          147.     (f) GPS OBS        
 AA7526
 AA7526.Superseded values are not recommended for survey control.
 AA7526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7526.See file dsdata.txt to determine how the superseded data were derived.
 AA7526
 AA7526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9271259268(NAD 83)
 AA7526_MARKER: DD = SURVEY DISK
 AA7526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7526_STAMPING: 54-38 1994
 AA7526_MARK LOGO: ALHD  
 AA7526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7526+STABILITY: SURFACE MOTION
 AA7526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7526+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7526
 AA7526  HISTORY     - Date     Condition        Report By
 AA7526  HISTORY     - 1994     MONUMENTED       ALHD
 AA7526
 AA7526                          STATION DESCRIPTION
 AA7526
 AA7526'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA7526'THE STATION IS IN PICKENS COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA7526'PICKENS COUNTY ROAD NO 13 ABOUT 4.30 MI (6.92 KM) SOUTH OF ALICEVILLE
 AA7526'AND ABOUT 12.95 MI (20.84 KM) SOUTHEAST OF PICKENSVILLE. TO REACH THE
 AA7526'STATION FROM THE JUNCTION OF AL 14 EAST AND AL 17 (MILEPOST 18.99 ON
 AA7526'AL 14 AND MILEPOST 190.61 ON AL 17) IN ALICEVILLE, DRIVE SOUTH ON AL
 AA7526'14 FOR 3.70 MI (5.95 KM) TO MILEPOST 22.70 AND PICKENS COUNTY ROAD NO
 AA7526'13 RIGHT. TURN RIGHT ON PICKENS COUNTY ROAD NO 13 AND DRIVE SOUTHWEST
 AA7526'FOR 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0
 AA7526'FT (0.9 M) NORTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON RUSTY METAL
 AA7526'POSTS WITH RED TOPS, 38.4 FT (11.7 M) SOUTHEAST OF THE CENTER OF
 AA7526'PICKENS COUNTY ROAD NO 13, 187.6 FT (57.2 M) SOUTH-SOUTHWEST OF A
 AA7526'POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 3.0 FT (0.9 M) NORTHWEST
 AA7526'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA7526'54-37 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2137 ***********************************************************************
 DJ2137  DESIGNATION -  54 4
 DJ2137  PID         -  DJ2137
 DJ2137  STATE/COUNTY-  AL/PICKENS
 DJ2137  USGS QUAD   -  CUNNINGHAM (1982)
 DJ2137
 DJ2137                         *CURRENT SURVEY CONTROL
 DJ2137  ___________________________________________________________________
 DJ2137* NAD 83(1992)-  33 11 43.54530(N)    088 05 46.54519(W)     ADJUSTED  
 DJ2137* NAVD 88     -        53.0    (meters)     174.     (feet)  VERTCON   
 DJ2137  ___________________________________________________________________
 DJ2137  X           -     177,485.141 (meters)                     COMP
 DJ2137  Y           -  -5,339,710.565 (meters)                     COMP
 DJ2137  Z           -   3,472,129.371 (meters)                     COMP
 DJ2137  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DJ2137  ELLIP HEIGHT-          24.27  (meters)          (07/29/02) GPS OBS
 DJ2137  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DJ2137
 DJ2137  HORZ ORDER  -  FIRST
 DJ2137  ELLP ORDER  -  FOURTH    CLASS I
 DJ2137
 DJ2137.The horizontal coordinates were established by GPS observations
 DJ2137.and adjusted by the National Geodetic Survey in December 1992..
 DJ2137
 DJ2137.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2137.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2137
 DJ2137.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2137
 DJ2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2137
 DJ2137.The ellipsoidal height was determined by GPS observations
 DJ2137.and is referenced to NAD 83.
 DJ2137
 DJ2137.The geoid height was determined by GEOID03.
 DJ2137
 DJ2137;                    North         East     Units Scale Factor Converg.
 DJ2137;SPC AL W     -   354,443.727   544,403.820   MT  0.99997143   -0 19 35.3
 DJ2137;UTM  16      - 3,673,487.843   397,815.568   MT  0.99972874   -0 36 00.9
 DJ2137
 DJ2137!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2137!SPC AL W     -   0.99999619  x   0.99997143  =   0.99996762
 DJ2137!UTM  16      -   0.99999619  x   0.99972874  =   0.99972493
 DJ2137
 DJ2137:                Primary Azimuth Mark                     Grid Az
 DJ2137:SPC AL W     -  54 3                                     277 14 06.7
 DJ2137:UTM  16      -  54 3                                     277 30 32.3
 DJ2137
 DJ2137|---------------------------------------------------------------------|
 DJ2137| PID    Reference Object                     Distance      Geod. Az  |
 DJ2137|                                                           dddmmss.s |
 DJ2137| DJ2136 54 3                                490.205 METERS 2765431.4 |
 DJ2137|---------------------------------------------------------------------|
 DJ2137
 DJ2137                          SUPERSEDED SURVEY CONTROL
 DJ2137
 DJ2137  ELLIP H (12/04/92)   24.39   (m)                       GP(       ) 4 1
 DJ2137  NAD 83(1986)-  33 11 43.55195(N)    088 05 46.54782(W) AD(       ) 1
 DJ2137  NGVD 29 (12/04/92)   53.0    (m)          174.     (f) GPS OBS        
 DJ2137
 DJ2137.Superseded values are not recommended for survey control.
 DJ2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2137.See file dsdata.txt to determine how the superseded data were derived.
 DJ2137
 DJ2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9781673488(NAD 83)
 DJ2137_MARKER: DD = SURVEY DISK
 DJ2137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2137_SP_SET: CONCRETE POST
 DJ2137_STAMPING: 54-4 1990
 DJ2137_MARK LOGO: ALHD  
 DJ2137_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2137+STABILITY: SURFACE MOTION
 DJ2137_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2137+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1991
 DJ2137
 DJ2137  HISTORY     - Date     Condition        Report By
 DJ2137  HISTORY     - 1990     MONUMENTED       ALHD
 DJ2137  HISTORY     - 19910507 GOOD
 DJ2137
 DJ2137                          STATION DESCRIPTION
 DJ2137
 DJ2137'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DJ2137'THE STATION IS LOCATED IN PICKENS COUNTY ON THE SOUTH RIGHT OF WAY OF
 DJ2137'PICKENS COUNTY ROAD NO. 5, ABOUT 7.56 KM (4.70 MI) SOUTH OF
 DJ2137'CARROLLTON AND ABOUT 8.69 KM (5.40 MI) NORTH-NORTHEAST OF ALICEVILLE.
 DJ2137'TO REACH THE STATION FROM THE SOUTH SIDE OF THE COURT HOUSE SQUARE
 DJ2137'(MILE POST 201.35 ON ALA 17) IN CARROLLTON, DRIVE SOUTH ON ALA 17
 DJ2137'7.40 KM (4.60 MI) TO MILE POST 196.75 AND PICKENS COUNTY ROAD NO. 5
 DJ2137'ON THE LEFT, TURN LEFT ON PICKENS COUNTY ROAD NO. 5 AND DRIVE EAST
 DJ2137'0.48 KM (0.30 MI) TO THE STATION ON THE RIGHT.
 DJ2137'THE STATION IS 0.52 M (1.71 FT) NORTH OF A FOUR STRAND BARBED WIRE
 DJ2137'FENCE ON OLD TREATED WOOD POSTS, 4.57 M (14.99 FT) EAST-SOUTHEAST OF
 DJ2137'A GREY TELEPHONE CABLE PEDESTAL, 4.75 M (15.58 FT) WEST-NORTHWEST OF
 DJ2137'TELEPHONE CABLE PEDESTAL NO. 70 LP5, 11.89 M (39.01 FT) SOUTH OF THE
 DJ2137'CENTER OF PICKENS COUNTY ROAD NO. 5, 0.47 M (1.54 FT) NORTH-NORTHEAST
 DJ2137'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DJ2137'STATION 54-3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2137
 DJ2137                          STATION RECOVERY (1991)
 DJ2137
 DJ2137'RECOVERED 1991
 DJ2137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2138 ***********************************************************************
 DJ2138  DESIGNATION -  54 5
 DJ2138  PID         -  DJ2138
 DJ2138  STATE/COUNTY-  AL/PICKENS
 DJ2138  USGS QUAD   -  REFORM (1985)
 DJ2138
 DJ2138                         *CURRENT SURVEY CONTROL
 DJ2138  ___________________________________________________________________
 DJ2138* NAD 83(1992)-  33 23 28.38014(N)    088 02 32.02063(W)     ADJUSTED  
 DJ2138* NAVD 88     -       105.0    (meters)     344.     (feet)  VERTCON   
 DJ2138  ___________________________________________________________________
 DJ2138  X           -     182,115.120 (meters)                     COMP
 DJ2138  Y           -  -5,327,671.577 (meters)                     COMP
 DJ2138  Z           -   3,490,308.915 (meters)                     COMP
 DJ2138  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DJ2138  ELLIP HEIGHT-          76.54  (meters)          (07/29/02) GPS OBS
 DJ2138  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ2138
 DJ2138  HORZ ORDER  -  FIRST
 DJ2138  ELLP ORDER  -  FOURTH    CLASS I
 DJ2138
 DJ2138.The horizontal coordinates were established by GPS observations
 DJ2138.and adjusted by the National Geodetic Survey in December 1992..
 DJ2138
 DJ2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2138
 DJ2138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2138
 DJ2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2138
 DJ2138.The ellipsoidal height was determined by GPS observations
 DJ2138.and is referenced to NAD 83.
 DJ2138
 DJ2138.The geoid height was determined by GEOID03.
 DJ2138
 DJ2138;                    North         East     Units Scale Factor Converg.
 DJ2138;SPC AL W     -   376,129.988   549,554.932   MT  0.99996470   -0 17 54.3
 DJ2138;UTM  16      - 3,695,143.852   403,069.228   MT  0.99971584   -0 34 25.1
 DJ2138
 DJ2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2138!SPC AL W     -   0.99998798  x   0.99996470  =   0.99995268
 DJ2138!UTM  16      -   0.99998798  x   0.99971584  =   0.99970383
 DJ2138
 DJ2138                          SUPERSEDED SURVEY CONTROL
 DJ2138
 DJ2138  ELLIP H (12/04/92)   76.64   (m)                       GP(       ) 4 1
 DJ2138  NAD 83(1986)-  33 23 28.38593(N)    088 02 32.01869(W) AD(       ) 1
 DJ2138  NGVD 29 (12/04/92)  105.0    (m)          344.     (f) GPS OBS        
 DJ2138
 DJ2138.Superseded values are not recommended for survey control.
 DJ2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2138.See file dsdata.txt to determine how the superseded data were derived.
 DJ2138
 DJ2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0306995144(NAD 83)
 DJ2138_MARKER: DD = SURVEY DISK
 DJ2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2138_SP_SET: CONCRETE POST
 DJ2138_STAMPING: 54-5 1990
 DJ2138_MARK LOGO: ALHD  
 DJ2138_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2138+STABILITY: SURFACE MOTION
 DJ2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2138+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 DJ2138
 DJ2138  HISTORY     - Date     Condition        Report By
 DJ2138  HISTORY     - 1990     MONUMENTED       ALHD
 DJ2138  HISTORY     - 19910507 GOOD
 DJ2138  HISTORY     - 20050801 GOOD             ALDOT
 DJ2138
 DJ2138                          STATION DESCRIPTION
 DJ2138
 DJ2138'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DJ2138'THE STATION IS LOCATED IN PICKENS COUNTY ON THE NORTH RIGHT OF WAY OF
 DJ2138'U. S. 82 ON THE WEST SIDE OF REFORM.
 DJ2138'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 17 (MILE
 DJ2138'POST 19.60 ON U. S. 82) AT THE TRAFFIC LIGHT IN REFORM, DRIVE
 DJ2138'NORTHWEST ON U. S. 82 2.98 KM (1.85 MI) TO MILE POST 17.75 AND THE
 DJ2138'STATION ON THE RIGHT.
 DJ2138'THE STATION IS 1.52 M (4.99 FT) NORTH OF THE CREST OF A 15 FOOT
 DJ2138'BACKSLOPE, 16.37 M (53.71 FT) SOUTH OF A HOG WIRE FENCE WITH ONE
 DJ2138'STRAND OF BARBED WIRE ON WOOD POSTS, 18.44 M (60.50 FT) SOUTHWEST OF
 DJ2138'A CROSS TIE SOUTHEAST CORNER FENCE POST, 39.72 M (130.31 FT) NORTH OF
 DJ2138'THE CENTERLINE OF THE WEST BOUND LANES OF FOUR LANE DIVIDED U. S. 82,
 DJ2138'0.55 M (1.80 FT) SOUTH - SOUTHWEST OF A CARSONITE WITNESS POST, AND
 DJ2138'SET FLUSH WITH THE GROUND.
 DJ2138'STATION 54-6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2138
 DJ2138                          STATION RECOVERY (1991)
 DJ2138
 DJ2138'RECOVERED 1991
 DJ2138'RECOVERED IN GOOD CONDITION.
 DJ2138
 DJ2138                          STATION RECOVERY (2005)
 DJ2138
 DJ2138'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DJ2138'REPLACED CARSONITE WITNESS POST WITH METAL WITNESS POST IN SAME
 DJ2138'LOCATION, MARK IS 114.0 FEET NORTH OF MILEPOST 16 SIGN, 71.0 FEET
 DJ2138'SOUTHWEST OF A BILLBOARD SIGN POLE IN FIELD ACROSS THE FENCE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2139 ***********************************************************************
 DJ2139  FBN         -  This is a Federal Base Network Control Station.
 DJ2139  DESIGNATION -  54 6
 DJ2139  PID         -  DJ2139
 DJ2139  STATE/COUNTY-  AL/PICKENS
 DJ2139  USGS QUAD   -  REFORM (1985)
 DJ2139
 DJ2139                         *CURRENT SURVEY CONTROL
 DJ2139  ___________________________________________________________________
 DJ2139* NAD 83(1992)-  33 23 05.02979(N)    088 01 40.93875(W)     ADJUSTED  
 DJ2139* NAVD 88     -        82.81   (meters)     271.7    (feet)  N HEIGHT  
 DJ2139  ___________________________________________________________________
 DJ2139  X           -     183,447.509 (meters)                     COMP
 DJ2139  Y           -  -5,328,003.485 (meters)                     COMP
 DJ2139  Z           -   3,489,696.052 (meters)                     COMP
 DJ2139  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 DJ2139  ELLIP HEIGHT-          54.39  (meters)          (08/29/05) GPS OBS
 DJ2139  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 DJ2139  DYNAMIC HT  -          82.72  (meters)     271.4   (feet)  COMP
 DJ2139  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 DJ2139
 DJ2139  HORZ ORDER  -  B
 DJ2139  VERT ORDER  -  THIRD
 DJ2139  ELLP ORDER  -  FOURTH    CLASS I
 DJ2139
 DJ2139.The horizontal coordinates were established by GPS observations
 DJ2139.and adjusted by the National Geodetic Survey in September 1992..
 DJ2139
 DJ2139.The orthometric height was determined by differential leveling
 DJ2139.and adjusted by the National Geodetic Survey in February 1996..
 DJ2139.The height was determined by precise leveling from only one NSRS
 DJ2139.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DJ2139.allowed ONLY to validate the GPS-derived height.
 DJ2139
 DJ2139.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2139
 DJ2139.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2139
 DJ2139.The ellipsoidal height was determined by GPS observations
 DJ2139.and is referenced to NAD 83.
 DJ2139
 DJ2139.The geoid height was determined by GEOID03.
 DJ2139
 DJ2139.The dynamic height is computed by dividing the NAVD 88
 DJ2139.geopotential number by the normal gravity value computed on the
 DJ2139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ2139.degrees latitude (g = 980.6199 gals.).
 DJ2139
 DJ2139.The modeled gravity was interpolated from observed gravity values.
 DJ2139
 DJ2139;                    North         East     Units Scale Factor Converg.
 DJ2139;SPC AL W     -   375,403.844   550,871.381   MT  0.99996308   -0 17 26.0
 DJ2139;UTM  16      - 3,694,411.577   404,381.847   MT  0.99971272   -0 33 56.6
 DJ2139
 DJ2139!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2139!SPC AL W     -   0.99999146  x   0.99996308  =   0.99995454
 DJ2139!UTM  16      -   0.99999146  x   0.99971272  =   0.99970418
 DJ2139
 DJ2139                          SUPERSEDED SURVEY CONTROL
 DJ2139
 DJ2139  ELLIP H (06/19/02)   54.34   (m)                       GP(       ) 4 1
 DJ2139  ELLIP H (08/31/99)   54.38   (m)                       GP(       ) 3 1
 DJ2139  ELLIP H (09/01/92)   54.44   (m)                       GP(       ) 1 2
 DJ2139  NAD 83(1986)-  33 23 05.03556(N)    088 01 40.93679(W) AD(       ) 1
 DJ2139  NAVD 88 (04/06/99)   82.81   (m)          271.7    (f) LEVELING    3  
 DJ2139  NGVD 29 (??/??/??)   82.77   (m)          271.6    (f) N HEIGHT    3  
 DJ2139
 DJ2139.Superseded values are not recommended for survey control.
 DJ2139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2139.See file dsdata.txt to determine how the superseded data were derived.
 DJ2139
 DJ2139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0438294412(NAD 83)
 DJ2139_MARKER: DD = SURVEY DISK
 DJ2139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2139_SP_SET: CONCRETE POST
 DJ2139_STAMPING: 54-6 1990
 DJ2139_MARK LOGO: ALHD  
 DJ2139_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ2139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2139+STABILITY: SURFACE MOTION
 DJ2139_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2139+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 DJ2139
 DJ2139  HISTORY     - Date     Condition        Report By
 DJ2139  HISTORY     - 1990     MONUMENTED       ALHD
 DJ2139  HISTORY     - 19910507 GOOD
 DJ2139  HISTORY     - 19920114 GOOD             NGS
 DJ2139  HISTORY     - 19930404 GOOD             NOS
 DJ2139  HISTORY     - 19940816 GOOD             ALHD
 DJ2139  HISTORY     - 19960322 GOOD             NGS
 DJ2139  HISTORY     - 19980112 GOOD             NGS
 DJ2139  HISTORY     - 19980130 GOOD             NGS
 DJ2139  HISTORY     - 19980713 GOOD             JCLS
 DJ2139  HISTORY     - 20040622 GOOD             MAPTEC
 DJ2139  HISTORY     - 20050720 GOOD             ALDOT
 DJ2139
 DJ2139                          STATION DESCRIPTION
 DJ2139
 DJ2139'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DJ2139'THE STATION IS LOCATED IN PICKENS COUNTY ON THE SOUTH RIGHT OF WAY OF
 DJ2139'U. S. 82 ON THE WEST SIDE OF REFORM.
 DJ2139'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 17 (MILE
 DJ2139'POST 19.60 ON U. S. 82) AT THE TRAFFIC LIGHT IN REFORM, DRIVE
 DJ2139'NORTHWEST ON U. S. 82 FOR 1.37 KM (0.85 MI) TO MILE POST 18.75 AND
 DJ2139'THE STATION ON THE LEFT.
 DJ2139'THE STATION IS 10.67 M (35.01 FT) SOUTH-SOUTHWEST OF THE SOUTH
 DJ2139'CONCRETE CURB OF U. S. 82, 18.90 M (62.01 FT) SOUTH-SOUTHWEST OF THE
 DJ2139'CENTERLINE OF FOUR LANE UNDIVIDED U. S. 82, 26.82 M (87.99 FT) EAST-
 DJ2139'SOUTHEAST OF THE CENTER OF A PAVED TURN OUT, 38.16 M (125.20 FT) EAST
 DJ2139'OF A POWER POLE, 0.85 M (2.79 FT) NORTH-NORTHEAST OF A CARSONITE
 DJ2139'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DJ2139'STATION 54-5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2139'AN ELEVATION TRANSFER WAS MADE FROM BM T 101 1935.
 DJ2139
 DJ2139                          STATION RECOVERY (1991)
 DJ2139
 DJ2139'RECOVERED 1991
 DJ2139'RECOVERED IN GOOD CONDITION.
 DJ2139
 DJ2139                          STATION RECOVERY (1992)
 DJ2139
 DJ2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DJ2139'THE STATION IS LOCATED ON THE WEST SIDE OF REFORM ON THE SOUTH
 DJ2139'RIGHT-OF-WAY OF U.S. 82.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS.
 DJ2139'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 82 AND
 DJ2139'STATE HIGHWAY 17 AT THE TRAFFIC LIGHT IN REFORM, GO NORTHWEST ON U.S.
 DJ2139'HIGHWAY 82 FOR 1.37 KM (0.85 MI) TO MILE POST 18.75 AND THE STATION
 DJ2139'ON THE LEFT.
 DJ2139'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 DJ2139'GROUND, AND IS LOCATED 38.16 M (125.20 FT) EAST OF A POWER POLE,
 DJ2139'26.82 M (87.99 FT) EAST-SOUTHEAST OF THE CENTER OF A PAVED TURN-OUT,
 DJ2139'18.9 M (62.0 FT) SOUTH-SOUTHWEST OF THE HIGHWAY CENTERLINE, 10.67 M
 DJ2139'(35.01 FT) SOUTH-SOUTHWEST OF THE CONCRETE CURB OF HIGHWAY AND 0.85 M
 DJ2139'(2.79 FT) NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST.
 DJ2139'NOTE--STATION 54-5 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2139
 DJ2139                          STATION RECOVERY (1993)
 DJ2139
 DJ2139'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 DJ2139'RECOVERED IN GOOD CONDITION.
 DJ2139
 DJ2139                          STATION RECOVERY (1994)
 DJ2139
 DJ2139'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 DJ2139'THE STATION IS LOCATED IN PICKENS COUNTY ON THE SOUTH RIGHT OF WAY OF
 DJ2139'U.S. 82 ON THE WEST SIDE OF REFORM. TO REACH THE STATION FROM THE
 DJ2139'JUNCTION OF U.S. 82 AND ALA 17 (MILE POST 19.60 ON U.S. 82) AT THE
 DJ2139'TRAFFIC LIGHT IN REFORM, DRIVE NORTHWEST ON U.S. 82 FOR 1.37 KM (0.85
 DJ2139'MI) TO MILE POST 18.75 AND THE STATION ON THE LEFT. THE STATION IS
 DJ2139'10.67 M (35.01 FT) SOUTH-SOUTHWEST OF THE SOUTH CONCRETE CURB OF U.S.
 DJ2139'82, 18.90 M (62.01 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF FOUR LANE
 DJ2139'UNDIVIDED U.S. 82, 26.82 M (87.99 FT) EAST-SOUTHEAST OF THE CENTER OF
 DJ2139'A PAVED TURN OUT, 38.16 M (125.20 FT) EAST OF A POWER POLE, 0.85 M
 DJ2139'(2.79 FT) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DJ2139'WITH THE GROUND. STATION 54-5 1990 MAY BE USED AS AN AZIMUTH FOR THIS
 DJ2139'STATION.
 DJ2139
 DJ2139                          STATION RECOVERY (1996)
 DJ2139
 DJ2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 DJ2139'RECOVERED AS DESCRIBED.
 DJ2139
 DJ2139                          STATION RECOVERY (1998)
 DJ2139
 DJ2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DJ2139'THE STATION IS LOCATED ON THE WEST SIDE OF REFORM, ON THE SOUTH
 DJ2139'RIGHT-OF-WAY OF U.S. HIGHWAY 82.  TO REACH THE STATION FROM THE
 DJ2139'JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 17 (MILEPOST 19.60 ON
 DJ2139'HIGHWAY 82) AT THE TRAFFIC LIGHT IN REFORM, GO NORTHWEST ON HIGHWAY 82
 DJ2139'FOR 1.37 KM (0.85 MI) TO MILEPOST 18.75 AND THE STATION ON THE LEFT.
 DJ2139'THE STATION IS 10.67 M (35.01 FT) SOUTH-SOUTHWEST OF THE SOUTH
 DJ2139'CONCRETE CURB OF HIGHWAY 82, 18.90 M (62.01 FT) SOUTH-SOUTHWEST OF THE
 DJ2139'CENTERLINE OF FOUR LANE UNDIVIDED HIGHWAY 82, 26.82 M (87.99 FT)
 DJ2139'EAST-SOUTHEAST OF THE CENTER OF A PAVED TURNOUT, 38.1 M (125.0 FT)
 DJ2139'EAST OF A YELLOW GAS PIPELINE WARNING POST AT A GRAVEL ROAD, 36.5 M
 DJ2139'(119.8 FT) EAST OF A UTILITY POLE WITH NGS WITNESS POST, ABOUT 0.5 M
 DJ2139'(1.6 FT) ABOVE HIGHWAY AND FLUSH WITH GROUND.  STATION 54-5 1990 MAY
 DJ2139'BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2139
 DJ2139                          STATION RECOVERY (1998)
 DJ2139
 DJ2139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DJ2139'RECOVERED AS DESCRIBED.
 DJ2139
 DJ2139                          STATION RECOVERY (1998)
 DJ2139
 DJ2139'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 DJ2139'RECOVERED IN GOOD CONDITION.
 DJ2139
 DJ2139                          STATION RECOVERY (2004)
 DJ2139
 DJ2139'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (RBT)
 DJ2139'RECOVERED AS DESCRIBED.
 DJ2139
 DJ2139                          STATION RECOVERY (2005)
 DJ2139
 DJ2139'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DJ2139'MARK IS 1.5 FEET NORTHEAST OF A NEW METAL WITNESS POST, NGS WITNESS
 DJ2139'POST IS GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2140 ***********************************************************************
 DJ2140  DESIGNATION -  54 7
 DJ2140  PID         -  DJ2140
 DJ2140  STATE/COUNTY-  AL/PICKENS
 DJ2140  USGS QUAD   -  NEW HOPE (1987)
 DJ2140
 DJ2140                         *CURRENT SURVEY CONTROL
 DJ2140  ___________________________________________________________________
 DJ2140* NAD 83(1992)-  33 28 17.91367(N)    088 15 18.25440(W)     ADJUSTED  
 DJ2140* NAVD 88     -       115.9    (meters)     380.     (feet)  VERTCON   
 DJ2140  ___________________________________________________________________
 DJ2140  X           -     162,173.273 (meters)                     COMP
 DJ2140  Y           -  -5,323,408.253 (meters)                     COMP
 DJ2140  Z           -   3,497,759.413 (meters)                     COMP
 DJ2140  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DJ2140  ELLIP HEIGHT-          87.56  (meters)          (07/29/02) GPS OBS
 DJ2140  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DJ2140
 DJ2140  HORZ ORDER  -  FIRST
 DJ2140  ELLP ORDER  -  FOURTH    CLASS I
 DJ2140
 DJ2140.The horizontal coordinates were established by GPS observations
 DJ2140.and adjusted by the National Geodetic Survey in December 1992..
 DJ2140
 DJ2140.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2140.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2140
 DJ2140.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2140
 DJ2140.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2140
 DJ2140.The ellipsoidal height was determined by GPS observations
 DJ2140.and is referenced to NAD 83.
 DJ2140
 DJ2140.The geoid height was determined by GEOID03.
 DJ2140
 DJ2140;                    North         East     Units Scale Factor Converg.
 DJ2140;SPC AL W     -   385,173.301   529,817.921   MT  0.99999404   -0 24 59.2
 DJ2140;SPC MS E     -   440,495.603   353,748.824   MT  0.99998560   +0 19 08.2
 DJ2140;SPC MS E     - 1,445,192.66  1,160,590.93   sFT  0.99998560   +0 19 08.2
 DJ2140;UTM  16      - 3,704,279.799   383,380.611   MT  0.99976767   -0 41 32.2
 DJ2140
 DJ2140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2140!SPC AL W     -   0.99998625  x   0.99999404  =   0.99998029
 DJ2140!SPC MS E     -   0.99998625  x   0.99998560  =   0.99997185
 DJ2140!UTM  16      -   0.99998625  x   0.99976767  =   0.99975393
 DJ2140
 DJ2140:                Primary Azimuth Mark                     Grid Az
 DJ2140:SPC AL W     -  54 8                                     126 21 11.8
 DJ2140:SPC MS E     -  54 8                                     125 37 04.4
 DJ2140:UTM  16      -  54 8                                     126 37 44.8
 DJ2140
 DJ2140|---------------------------------------------------------------------|
 DJ2140| PID    Reference Object                     Distance      Geod. Az  |
 DJ2140|                                                           dddmmss.s |
 DJ2140| DJ2141 54 8                                484.740 METERS 1255612.6 |
 DJ2140|---------------------------------------------------------------------|
 DJ2140
 DJ2140                          SUPERSEDED SURVEY CONTROL
 DJ2140
 DJ2140  ELLIP H (12/04/92)   87.66   (m)                       GP(       ) 4 1
 DJ2140  NAD 83(1986)-  33 28 17.91865(N)    088 15 18.25309(W) AD(       ) 1
 DJ2140  NGVD 29 (12/04/92)  115.9    (m)          380.     (f) GPS OBS        
 DJ2140
 DJ2140.Superseded values are not recommended for survey control.
 DJ2140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2140.See file dsdata.txt to determine how the superseded data were derived.
 DJ2140
 DJ2140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8338104280(NAD 83)
 DJ2140_MARKER: DD = SURVEY DISK
 DJ2140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2140_SP_SET: CONCRETE POST
 DJ2140_STAMPING: 54-7 1990
 DJ2140_MARK LOGO: ALHD  
 DJ2140_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2140+STABILITY: SURFACE MOTION
 DJ2140_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2140+SATELLITE: SATELLITE OBSERVATIONS - May 07, 1991
 DJ2140
 DJ2140  HISTORY     - Date     Condition        Report By
 DJ2140  HISTORY     - 1990     MONUMENTED       ALHD
 DJ2140  HISTORY     - 19910507 GOOD
 DJ2140
 DJ2140                          STATION DESCRIPTION
 DJ2140
 DJ2140'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DJ2140'THE STATION IS LOCATED IN PICKENS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 DJ2140'OF U. S. 82, ABOUT 7.08 KM (4.40 MI) NORTH-NORTHWEST OF ETHELSVILLE
 DJ2140'AND ABOUT 26.63 KM (16.55 MI) NORTH OF ALICEVILLE.
 DJ2140'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 17 (MILE
 DJ2140'POST 19.60 ON U. S. 82), AT THE TRAFFIC LIGHT IN REFORM, DRIVE
 DJ2140'NORTHWEST ON U. S. 82 FOR 28.40 KM (17.65 MI) TO MILE POST 1.95 AND
 DJ2140'THE STATION ON THE LEFT.
 DJ2140'THE STATION IS 1.58 M (5.18 FT) WEST OF A TELEPHONE BURIED CABLE
 DJ2140'WARNING SIGN AND A 1.5 INCH STEEL PIPE, 4.57 M (14.99 FT) WEST-
 DJ2140'NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 10.39 M (34.09 FT)
 DJ2140'NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 2 52 LP5, 17.13 M
 DJ2140'(56.20 FT) NORTHWEST OF A JUNCTION POWER POLE, 19.54 M (64.11 FT)
 DJ2140'SOUTHWEST OF THE CENTERLINE OF U. S. 82, 0.55 M (1.80 FT) EAST OF A
 DJ2140'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DJ2140'STATION 54-8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2140
 DJ2140                          STATION RECOVERY (1991)
 DJ2140
 DJ2140'RECOVERED 1991
 DJ2140'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ2141 ***********************************************************************
 DJ2141  DESIGNATION -  54 8
 DJ2141  PID         -  DJ2141
 DJ2141  STATE/COUNTY-  AL/PICKENS
 DJ2141  USGS QUAD   -  NEW HOPE (1987)
 DJ2141
 DJ2141                         *CURRENT SURVEY CONTROL
 DJ2141  ___________________________________________________________________
 DJ2141* NAD 83(1992)-  33 28 08.67945(N)    088 15 03.05450(W)     ADJUSTED  
 DJ2141* NAVD 88     -       115.1    (meters)     378.     (feet)  VERTCON   
 DJ2141  ___________________________________________________________________
 DJ2141  X           -     162,570.329 (meters)                     COMP
 DJ2141  Y           -  -5,323,552.410 (meters)                     COMP
 DJ2141  Z           -   3,497,521.621 (meters)                     COMP
 DJ2141  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DJ2141  ELLIP HEIGHT-          86.71  (meters)          (07/29/02) GPS OBS
 DJ2141  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DJ2141
 DJ2141  HORZ ORDER  -  FIRST
 DJ2141  ELLP ORDER  -  FOURTH    CLASS I
 DJ2141
 DJ2141.The horizontal coordinates were established by GPS observations
 DJ2141.and adjusted by the National Geodetic Survey in December 1992..
 DJ2141
 DJ2141.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ2141.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ2141
 DJ2141.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DJ2141
 DJ2141.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ2141
 DJ2141.The ellipsoidal height was determined by GPS observations
 DJ2141.and is referenced to NAD 83.
 DJ2141
 DJ2141.The geoid height was determined by GEOID03.
 DJ2141
 DJ2141;                    North         East     Units Scale Factor Converg.
 DJ2141;SPC AL W     -   384,885.968   530,208.317   MT  0.99999336   -0 24 50.8
 DJ2141;SPC MS E     -   440,213.305   354,142.873   MT  0.99998613   +0 19 16.5
 DJ2141;SPC MS E     - 1,444,266.48  1,161,883.74   sFT  0.99998613   +0 19 16.5
 DJ2141;UTM  16      - 3,703,990.655   383,769.532   MT  0.99976655   -0 41 23.7
 DJ2141
 DJ2141!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ2141!SPC AL W     -   0.99998639  x   0.99999336  =   0.99997975
 DJ2141!SPC MS E     -   0.99998639  x   0.99998613  =   0.99997252
 DJ2141!UTM  16      -   0.99998639  x   0.99976655  =   0.99975294
 DJ2141
 DJ2141:                Primary Azimuth Mark                     Grid Az
 DJ2141:SPC AL W     -  54 7                                     306 21 11.8
 DJ2141:SPC MS E     -  54 7                                     305 37 04.5
 DJ2141:UTM  16      -  54 7                                     306 37 44.7
 DJ2141
 DJ2141|---------------------------------------------------------------------|
 DJ2141| PID    Reference Object                     Distance      Geod. Az  |
 DJ2141|                                                           dddmmss.s |
 DJ2141| DJ2140 54 7                                484.740 METERS 3055621.0 |
 DJ2141|---------------------------------------------------------------------|
 DJ2141
 DJ2141                          SUPERSEDED SURVEY CONTROL
 DJ2141
 DJ2141  ELLIP H (12/04/92)   86.81   (m)                       GP(       ) 4 1
 DJ2141  NAD 83(1986)-  33 28 08.68443(N)    088 15 03.05319(W) AD(       ) 1
 DJ2141  NGVD 29 (12/04/92)  115.0    (m)          377.     (f) GPS OBS        
 DJ2141
 DJ2141.Superseded values are not recommended for survey control.
 DJ2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ2141.See file dsdata.txt to determine how the superseded data were derived.
 DJ2141
 DJ2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8377003991(NAD 83)
 DJ2141_MARKER: DD = SURVEY DISK
 DJ2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ2141_SP_SET: CONCRETE POST
 DJ2141_STAMPING: 54-8 1990
 DJ2141_MARK LOGO: ALHD  
 DJ2141_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DJ2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ2141+STABILITY: SURFACE MOTION
 DJ2141_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DJ2141+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 DJ2141
 DJ2141  HISTORY     - Date     Condition        Report By
 DJ2141  HISTORY     - 1990     MONUMENTED       ALHD
 DJ2141  HISTORY     - 19910507 GOOD
 DJ2141  HISTORY     - 19920129 GOOD             ALHD
 DJ2141
 DJ2141                          STATION DESCRIPTION
 DJ2141
 DJ2141'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DJ2141'THE STATION IS LOCATED IN PICKENS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 DJ2141'OF U. S. 82, ABOUT 6.60 KM (4.10 MI) NORTH-NORTHWEST OF ETHELSVILLE
 DJ2141'AND ABOUT 26.39 KM (16.40 MI) NORTH OF ALICEVILLE.
 DJ2141'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 17 (MILE
 DJ2141'POST 19.60 ON U. S. 82), AT THE TRAFFIC LIGHT IN REFORM, DRIVE
 DJ2141'NORTHWEST ON U. S. 82 27.92 KM (17.35 MI) TO MILE POST 2.25 AND THE
 DJ2141'STATION ON THE LEFT.
 DJ2141'THE STATION IS 0.61 M (2.00 FT) NORTHEAST OF A FIVE STRAND BARBED WIRE
 DJ2141'FENCE ON TREATED WOOD POSTS, 16.31 M (53.51 FT) SOUTHWEST OF THE
 DJ2141'CENTERLINE OF U. S. 82, 27.25 M (89.40 FT) EAST-SOUTHEAST OF A
 DJ2141'JUNCTION POWER POLE, 34.02 M (111.61 FT) EAST-SOUTHEAST OF TELEPHONE
 DJ2141'CABLE PEDESTAL NO. 2 50, 0.64 M (2.10 FT) NORTHEAST OF A CARSONITE
 DJ2141'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DJ2141'STATION 54-7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DJ2141
 DJ2141                          STATION RECOVERY (1991)
 DJ2141
 DJ2141'RECOVERED 1991
 DJ2141'RECOVERED IN GOOD CONDITION.
 DJ2141
 DJ2141                          STATION RECOVERY (1992)
 DJ2141
 DJ2141'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DJ2141'THE STATION IS LOCATED IN PICKENS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 DJ2141'OF U.S. 82, ABOUT 6.60 KM (4.10 MI) NORTH-NORTHWEST OF ETHELSVILLE
 DJ2141'AND ABOUT 26.39 KM (16.40 MI) NORTH OF ALICEVILLE.
 DJ2141'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 17 (MILE
 DJ2141'POST 19.60 ON U.S. 82), AT THE TRAFFIC LIGHT IN REFORM, DRIVE
 DJ2141'NORTHWEST ON U.S. 82 FOR 27.92 KM (17.35 MI) TO MILE POST 2.25 AND
 DJ2141'THE STATION ON THE LEFT.
 DJ2141'THE STATION IS 0.61 M (2.00 FT) NORTHEAST OF A FIVE STRAND BARBED WIRE
 DJ2141'FENCE ON TREATED WOOD POSTS, 16.31 M (53.51 FT) SOUTHWEST OF THE
 DJ2141'CENTERLINE OF U.S. 82, 27.25 M (89.40 FT) EAST-SOUTHEAST OF A
 DJ2141'JUNCTION POWER POLE, 34.02 M (111.61 FT) EAST-SOUTHEAST OF TELEPHONE
 DJ2141'CABLE PEDESTAL NO. 2 50, 0.64 M (2.10 FT) NORTHEAST OF A CARSONITE
 DJ2141'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DJ2141'STATION 54-7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2809 ***********************************************************************
 DH2809  DESIGNATION -  54 9
 DH2809  PID         -  DH2809
 DH2809  STATE/COUNTY-  AL/PICKENS
 DH2809  USGS QUAD   -  PALMETTO (1967)
 DH2809
 DH2809                         *CURRENT SURVEY CONTROL
 DH2809  ___________________________________________________________________
 DH2809* NAD 83(1992)-  33 29 26.63312(N)    087 58 46.35615(W)     ADJUSTED  
 DH2809* NAVD 88     -       112.0    (meters)     367.     (feet)  VERTCON   
 DH2809  ___________________________________________________________________
 DH2809  X           -     187,729.520 (meters)                     COMP
 DH2809  Y           -  -5,321,396.253 (meters)                     COMP
 DH2809  Z           -   3,499,523.120 (meters)                     COMP
 DH2809  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DH2809  ELLIP HEIGHT-          83.58  (meters)          (07/29/02) GPS OBS
 DH2809  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DH2809
 DH2809  HORZ ORDER  -  FIRST
 DH2809  ELLP ORDER  -  FOURTH    CLASS I
 DH2809
 DH2809.The horizontal coordinates were established by GPS observations
 DH2809.and adjusted by the National Geodetic Survey in December 1992..
 DH2809
 DH2809.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2809.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2809
 DH2809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2809
 DH2809.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2809
 DH2809.The ellipsoidal height was determined by GPS observations
 DH2809.and is referenced to NAD 83.
 DH2809
 DH2809.The geoid height was determined by GEOID03.
 DH2809
 DH2809;                    North         East     Units Scale Factor Converg.
 DH2809;SPC AL W     -   387,138.195   555,437.627   MT  0.99995781   -0 15 52.6
 DH2809;UTM  16      - 3,706,120.868   409,003.304   MT  0.99970208   -0 32 26.0
 DH2809
 DH2809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2809!SPC AL W     -   0.99998688  x   0.99995781  =   0.99994469
 DH2809!UTM  16      -   0.99998688  x   0.99970208  =   0.99968896
 DH2809
 DH2809|---------------------------------------------------------------------|
 DH2809| PID    Reference Object                     Distance      Geod. Az  |
 DH2809|                                                           dddmmss.s |
 DH2809| DH2810 54 10                               396.039 METERS 33122     |
 DH2809|---------------------------------------------------------------------|
 DH2809
 DH2809                          SUPERSEDED SURVEY CONTROL
 DH2809
 DH2809  ELLIP H (12/04/92)   83.67   (m)                       GP(       ) 4 1
 DH2809  NAD 83(1986)-  33 29 26.63684(N)    087 58 46.35583(W) AD(       ) 1
 DH2809  NGVD 29 (12/04/92)  111.9    (m)          367.     (f) GPS OBS        
 DH2809
 DH2809.Superseded values are not recommended for survey control.
 DH2809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2809.See file dsdata.txt to determine how the superseded data were derived.
 DH2809
 DH2809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0900306121(NAD 83)
 DH2809_MARKER: DD = SURVEY DISK
 DH2809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2809_SP_SET: CONCRETE POST
 DH2809_STAMPING: 54-9 1990
 DH2809_MARK LOGO: ALHD  
 DH2809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2809+STABILITY: SURFACE MOTION
 DH2809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2809+SATELLITE: SATELLITE OBSERVATIONS - May 13, 1991
 DH2809
 DH2809  HISTORY     - Date     Condition        Report By
 DH2809  HISTORY     - 1990     MONUMENTED       ALHD
 DH2809  HISTORY     - 19910513 GOOD
 DH2809
 DH2809                          STATION DESCRIPTION
 DH2809
 DH2809'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2809'THE STATION IS LOCATED IN PICKENS COUNTY ON THE NORTHEAST RIGHT OF WAY
 DH2809'OF ALA 17, IN THE COMMUNITY OF PALMETTO, ABOUT 12.79 KM (7.95 MI)
 DH2809'NORTH-NORTHEAST OF REFORM AND ABOUT 20.36 KM (12.65 MI) NORTH-
 DH2809'NORTHWEST OF GORDO.
 DH2809'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 17 (MILE
 DH2809'POST 211.20 ON ALA 17) AT THE TRAFFIC LIGHT IN REFORM, DRIVE NORTH ON
 DH2809'ALA 17 FOR 13.44 KM (8.35 MI) TO MILE POST 219.55 AND THE STATION ON
 DH2809'THE RIGHT.
 DH2809'THE STATION IS 14.51 M (47.60 FT) NORTHEAST OF THE CENTERLINE OF ALA
 DH2809'17, 17.74 M (58.20 FT) NORTHWEST OF A GAS PIPELINE WARNING SIGN,
 DH2809'17.80 M (58.40 FT) NORTHWEST OF A GAS PIPELINE VENT PIPE, 20.04 M
 DH2809'(65.75 FT) SOUTHEAST OF A BARRIER LINE MARKER SIGN, 0.55 M (1.80 FT)
 DH2809'WEST- SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2809'GROUND.
 DH2809'STATION 54-10 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2809
 DH2809                          STATION RECOVERY (1991)
 DH2809
 DH2809'RECOVERED 1991
 DH2809'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1176 ***********************************************************************
 DH1176  DESIGNATION -  547 B 28
 DH1176  PID         -  DH1176
 DH1176  STATE/COUNTY-  AL/JEFFERSON
 DH1176  USGS QUAD   -  PINSON (1979)
 DH1176
 DH1176                         *CURRENT SURVEY CONTROL
 DH1176  ___________________________________________________________________
 DH1176* NAD 83(1986)-  33 41 20.     (N)    086 41 12.     (W)     SCALED    
 DH1176* NAVD 88     -       184.248  (meters)     604.49   (feet)  ADJUSTED  
 DH1176  ___________________________________________________________________
 DH1176  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH1176  DYNAMIC HT  -         184.044 (meters)     603.82  (feet)  COMP
 DH1176  MODELED GRAV-     979,527.4   (mgal)                       NAVD 88
 DH1176
 DH1176  VERT ORDER  -  SECOND    CLASS 0
 DH1176
 DH1176.The horizontal coordinates were scaled from a topographic map and have
 DH1176.an estimated accuracy of +/- 6 seconds.
 DH1176
 DH1176.The orthometric height was determined by differential leveling
 DH1176.and adjusted by the National Geodetic Survey in June 1991..
 DH1176
 DH1176.The geoid height was determined by GEOID03.
 DH1176
 DH1176.The dynamic height is computed by dividing the NAVD 88
 DH1176.geopotential number by the normal gravity value computed on the
 DH1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1176.degrees latitude (g = 980.6199 gals.).
 DH1176
 DH1176.The modeled gravity was interpolated from observed gravity values.
 DH1176
 DH1176;                    North         East    Units  Estimated Accuracy
 DH1176;SPC AL W     -   409,310.      675,410.      MT  (+/- 180 meters Scaled)
 DH1176
 DH1176                          SUPERSEDED SURVEY CONTROL
 DH1176
 DH1176  NGVD 29 (??/??/92)  184.205  (m)          604.35   (f) ADJ UNCH    2 0
 DH1176
 DH1176.Superseded values are not recommended for survey control.
 DH1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1176.See file dsdata.txt to determine how the superseded data were derived.
 DH1176
 DH1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC290277(NAD 83)
 DH1176_MARKER: DD = SURVEY DISK
 DH1176_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1176_SP_SET: BRIDGE
 DH1176_STAMPING: 547 B 28
 DH1176_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1176
 DH1176  HISTORY     - Date     Condition        Report By
 DH1176  HISTORY     - UNK      MONUMENTED       ALGS
 DH1176  HISTORY     - 1947     GOOD             NGS
 DH1176
 DH1176                          STATION DESCRIPTION
 DH1176
 DH1176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1176'IN MT PINSON.
 DH1176'AT MT. PINSON, ABOUT 0.2 MILE SOUTHWEST OF THE JUNCTION OF STATE
 DH1176'HIGHWAY 38, AT THE SOUTHWEST EDGE OF THE BUSINESS DISTRICT, SET IN THE
 DH1176'TOP OF THE SIDE WALK SLAB AT THE NORTHEAST END OF A CONCRETE BRIDGE
 DH1176'OVER A CREEK, 23 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1.3
 DH1176'FEET SOUTHEAST OF THE NORTHWEST RAILING, 2.6 FEET SOUTHWEST OF THE
 DH1176'NORTHEAST END OF THE SIDE WALK SLAB, AND ABOUT 1.3 FEET ABOVE THE
 DH1176'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1198 ***********************************************************************
 DH1198  DESIGNATION -  547 B 35
 DH1198  PID         -  DH1198
 DH1198  STATE/COUNTY-  AL/JEFFERSON
 DH1198  USGS QUAD   -  PINSON (1979)
 DH1198
 DH1198                         *CURRENT SURVEY CONTROL
 DH1198  ___________________________________________________________________
 DH1198* NAD 83(1986)-  33 40 44.     (N)    086 40 51.     (W)     SCALED    
 DH1198* NAVD 88     -       192.577  (meters)     631.81   (feet)  ADJUSTED  
 DH1198  ___________________________________________________________________
 DH1198  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH1198  DYNAMIC HT  -         192.364 (meters)     631.11  (feet)  COMP
 DH1198  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 DH1198
 DH1198  VERT ORDER  -  SECOND    CLASS 0
 DH1198
 DH1198.The horizontal coordinates were scaled from a topographic map and have
 DH1198.an estimated accuracy of +/- 6 seconds.
 DH1198
 DH1198.The orthometric height was determined by differential leveling
 DH1198.and adjusted by the National Geodetic Survey in June 1991..
 DH1198
 DH1198.The geoid height was determined by GEOID03.
 DH1198
 DH1198.The dynamic height is computed by dividing the NAVD 88
 DH1198.geopotential number by the normal gravity value computed on the
 DH1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1198.degrees latitude (g = 980.6199 gals.).
 DH1198
 DH1198.The modeled gravity was interpolated from observed gravity values.
 DH1198
 DH1198;                    North         East    Units  Estimated Accuracy
 DH1198;SPC AL W     -   408,200.      675,960.      MT  (+/- 180 meters Scaled)
 DH1198
 DH1198                          SUPERSEDED SURVEY CONTROL
 DH1198
 DH1198  NGVD 29 (??/??/92)  192.533  (m)          631.67   (f) ADJ UNCH    2 0
 DH1198
 DH1198.Superseded values are not recommended for survey control.
 DH1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1198.See file dsdata.txt to determine how the superseded data were derived.
 DH1198
 DH1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC295265(NAD 83)
 DH1198_MARKER: DD = SURVEY DISK
 DH1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1198_STAMPING: 547 B 35
 DH1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1198+STABILITY: SURFACE MOTION
 DH1198
 DH1198  HISTORY     - Date     Condition        Report By
 DH1198  HISTORY     - UNK      MONUMENTED       ALGS
 DH1198  HISTORY     - 1947     GOOD             NGS
 DH1198
 DH1198                          STATION DESCRIPTION
 DH1198
 DH1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1198'0.85 MI S FROM MT PINSON.
 DH1198'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 38 FROM THE SCHOOL AT MT.
 DH1198'PINSON, 75.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 1-STORY FRAME
 DH1198'HOUSE WITH CONCRETE BLOCK FOUNDATION AND LARGE ROCK OUTCROP IN THE
 DH1198'FRONT YARD, 58 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET
 DH1198'SOUTH OF THE CENTER LINE OF THE DRIVE WAY, 1.5 FEET WEST OF A WHITE
 DH1198'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 DH1198'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0529 ***********************************************************************
 DH0529  DESIGNATION -  548 A
 DH0529  PID         -  DH0529
 DH0529  STATE/COUNTY-  AL/TALLADEGA
 DH0529  USGS QUAD   -  WINTERBORO (1984)
 DH0529
 DH0529                         *CURRENT SURVEY CONTROL
 DH0529  ___________________________________________________________________
 DH0529* NAD 83(1986)-  33 15 16.     (N)    086 12 16.     (W)     SCALED    
 DH0529* NAVD 88     -       167.269  (meters)     548.78   (feet)  ADJUSTED  
 DH0529  ___________________________________________________________________
 DH0529  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DH0529  DYNAMIC HT  -         167.084 (meters)     548.17  (feet)  COMP
 DH0529  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 DH0529
 DH0529  VERT ORDER  -  SECOND    CLASS 0
 DH0529
 DH0529.The horizontal coordinates were scaled from a topographic map and have
 DH0529.an estimated accuracy of +/- 6 seconds.
 DH0529
 DH0529.The orthometric height was determined by differential leveling
 DH0529.and adjusted by the National Geodetic Survey in June 1991..
 DH0529
 DH0529.The geoid height was determined by GEOID03.
 DH0529
 DH0529.The dynamic height is computed by dividing the NAVD 88
 DH0529.geopotential number by the normal gravity value computed on the
 DH0529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0529.degrees latitude (g = 980.6199 gals.).
 DH0529
 DH0529.The modeled gravity was interpolated from observed gravity values.
 DH0529
 DH0529;                    North         East    Units  Estimated Accuracy
 DH0529;SPC AL E     -   305,480.      165,420.      MT  (+/- 180 meters Scaled)
 DH0529
 DH0529                          SUPERSEDED SURVEY CONTROL
 DH0529
 DH0529  NGVD 29 (??/??/92)  167.215  (m)          548.60   (f) ADJ UNCH    2 0
 DH0529
 DH0529.Superseded values are not recommended for survey control.
 DH0529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0529.See file dsdata.txt to determine how the superseded data were derived.
 DH0529
 DH0529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB741797(NAD 83)
 DH0529_MARKER: DD = SURVEY DISK
 DH0529_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0529_SP_SET: BUILDING
 DH0529_STAMPING: 548 A
 DH0529_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0529
 DH0529  HISTORY     - Date     Condition        Report By
 DH0529  HISTORY     - UNK      MONUMENTED       USGS
 DH0529  HISTORY     - 1948     GOOD             NGS
 DH0529
 DH0529                          STATION DESCRIPTION
 DH0529
 DH0529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0529'IN SYCAMORE.
 DH0529'AT SYCAMORE, SET VERTICALLY IN THE EAST FACE AT THE NORTHEAST CORNER
 DH0529'OF THE BRICK BUILDING NOW OCCUPIED BY THE COMMUNITY CENTER CAFE, 225
 DH0529'FEET NORTH WEST OF THE NORTHEAST CORNER OF THE LOUISVILLE AND
 DH0529'NASHVILLE RAILROAD STATION, 111 FEET SOUTH-SOUTHEAST OF A ROAD
 DH0529'CROSSING AND RAILROAD, 49 FEET WEST OF THE WEST RAIL OF THE MAIN
 DH0529'TRACK, 4 FEET SOUTH OF THE NORTHEAST CORNER OF THE BUILDING AND ABOUT
 DH0529'1/2 FOOT ABOVE THE FOUNDATION OF BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1219 ***********************************************************************
 DH1219  DESIGNATION -  549 B 22
 DH1219  PID         -  DH1219
 DH1219  STATE/COUNTY-  AL/JEFFERSON
 DH1219  USGS QUAD   -  ARGO (1970)
 DH1219
 DH1219                         *CURRENT SURVEY CONTROL
 DH1219  ___________________________________________________________________
 DH1219* NAD 83(1986)-  33 38 00.     (N)    086 36 31.     (W)     SCALED    
 DH1219* NAVD 88     -       226.773  (meters)     744.00   (feet)  ADJUSTED  
 DH1219  ___________________________________________________________________
 DH1219  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH1219  DYNAMIC HT  -         226.520 (meters)     743.17  (feet)  COMP
 DH1219  MODELED GRAV-     979,517.9   (mgal)                       NAVD 88
 DH1219
 DH1219  VERT ORDER  -  SECOND    CLASS 0
 DH1219
 DH1219.The horizontal coordinates were scaled from a topographic map and have
 DH1219.an estimated accuracy of +/- 6 seconds.
 DH1219
 DH1219.The orthometric height was determined by differential leveling
 DH1219.and adjusted by the National Geodetic Survey in June 1991..
 DH1219
 DH1219.The geoid height was determined by GEOID03.
 DH1219
 DH1219.The dynamic height is computed by dividing the NAVD 88
 DH1219.geopotential number by the normal gravity value computed on the
 DH1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1219.degrees latitude (g = 980.6199 gals.).
 DH1219
 DH1219.The modeled gravity was interpolated from observed gravity values.
 DH1219
 DH1219;                    North         East    Units  Estimated Accuracy
 DH1219;SPC AL W     -   403,210.      682,700.      MT  (+/- 180 meters Scaled)
 DH1219
 DH1219                          SUPERSEDED SURVEY CONTROL
 DH1219
 DH1219  NGVD 29 (??/??/92)  226.720  (m)          743.83   (f) ADJ UNCH    2 0
 DH1219
 DH1219.Superseded values are not recommended for survey control.
 DH1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1219.See file dsdata.txt to determine how the superseded data were derived.
 DH1219
 DH1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC362215(NAD 83)
 DH1219_MARKER: DD = SURVEY DISK
 DH1219_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1219_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1219_STAMPING: 549 B 22
 DH1219_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1219+STABILITY: SURFACE MOTION
 DH1219
 DH1219  HISTORY     - Date     Condition        Report By
 DH1219  HISTORY     - UNK      MONUMENTED       ALGS
 DH1219  HISTORY     - 1947     GOOD             NGS
 DH1219
 DH1219                          STATION DESCRIPTION
 DH1219
 DH1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1219'IN TRUSSVILLE.
 DH1219'AT TRUSSVILLE, ABOUT 0.9 MILE NORTH ALONG CHALKVILLE ROAD FROM THE
 DH1219'GRAMMAR SCHOOL, AT THE NORTH EDGE OF TOWN AT THE JUNCTION OF A GRAVEL
 DH1219'ROAD LEADING NORTHEAST TO CLAY, 104 FEET SOUTH-SOUTHEAST OF THE CENTER
 DH1219'LINE OF THE CLAY ROAD, 13 FEET EAST-NORTHEAST OF THE CENTER LINE OF
 DH1219'CHALKVILLE ROAD, 32 FEET NORTH OF A TELEPHONE POLE, 0.3 FOOT EAST OF
 DH1219'THE EAST CURB OF THE CHALKVILLE ROAD, ABOUT 0.5 FOOT ABOVE THE STREET
 DH1219'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1205 ***********************************************************************
 DH1205  DESIGNATION -  549 B 36
 DH1205  PID         -  DH1205
 DH1205  STATE/COUNTY-  AL/JEFFERSON
 DH1205  USGS QUAD   -  IRONDALE (1978)
 DH1205
 DH1205                         *CURRENT SURVEY CONTROL
 DH1205  ___________________________________________________________________
 DH1205* NAD 83(1986)-  33 35 10.     (N)    086 39 43.     (W)     SCALED    
 DH1205* NAVD 88     -       254.769  (meters)     835.85   (feet)  ADJUSTED  
 DH1205  ___________________________________________________________________
 DH1205  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH1205  DYNAMIC HT  -         254.484 (meters)     834.92  (feet)  COMP
 DH1205  MODELED GRAV-     979,512.4   (mgal)                       NAVD 88
 DH1205
 DH1205  VERT ORDER  -  SECOND    CLASS 0
 DH1205
 DH1205.The horizontal coordinates were scaled from a topographic map and have
 DH1205.an estimated accuracy of +/- 6 seconds.
 DH1205
 DH1205.The orthometric height was determined by differential leveling
 DH1205.and adjusted by the National Geodetic Survey in June 1991..
 DH1205
 DH1205.The geoid height was determined by GEOID03.
 DH1205
 DH1205.The dynamic height is computed by dividing the NAVD 88
 DH1205.geopotential number by the normal gravity value computed on the
 DH1205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1205.degrees latitude (g = 980.6199 gals.).
 DH1205
 DH1205.The modeled gravity was interpolated from observed gravity values.
 DH1205
 DH1205;                    North         East    Units  Estimated Accuracy
 DH1205;SPC AL W     -   397,930.      677,790.      MT  (+/- 180 meters Scaled)
 DH1205
 DH1205                          SUPERSEDED SURVEY CONTROL
 DH1205
 DH1205  NGVD 29 (??/??/92)  254.723  (m)          835.70   (f) ADJ UNCH    2 0
 DH1205
 DH1205.Superseded values are not recommended for survey control.
 DH1205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1205.See file dsdata.txt to determine how the superseded data were derived.
 DH1205
 DH1205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC313163(NAD 83)
 DH1205_MARKER: DB = BENCH MARK DISK
 DH1205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1205_STAMPING: 549 B 36
 DH1205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1205+STABILITY: SURFACE MOTION
 DH1205
 DH1205  HISTORY     - Date     Condition        Report By
 DH1205  HISTORY     - UNK      MONUMENTED       ALGS
 DH1205  HISTORY     - 1947     GOOD             NGS
 DH1205  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH1205
 DH1205                          STATION DESCRIPTION
 DH1205
 DH1205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1205'1.85 MI NW FROM ALTON.
 DH1205'ABOUT 1.3 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 DH1205'ALTON, THENCE ABOUT 0.55 MILES WEST ALONG U. S. HIGHWAY 11, ABOUT 175
 DH1205'YARDS WEST OF THE BAKER-HUDGINS GARAGE AT ROEBUCK PLAZA, SET ALONG THE
 DH1205'NORTH EDGE OF A DITCH EMBANKMENT AT THE TOP OF A HILL, 26 FEET SOUTH
 DH1205'OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 DH1205'NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DH1205'POST PROJECTING 3 INCHES.  NOTE-- NEW CONSTRUCTION IN THE APPROXIMATE
 DH1205'LOCATION OF THE STATION.  ASSUMED DESTROYED.
 DH1205
 DH1205                          STATION RECOVERY (1958)
 DH1205
 DH1205'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH1205'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2075 ***********************************************************************
 BU2075  DESIGNATION -  55 1
 BU2075  PID         -  BU2075
 BU2075  STATE/COUNTY-  AL/PIKE
 BU2075  USGS QUAD   -  ANSLEY (1981)
 BU2075
 BU2075                         *CURRENT SURVEY CONTROL
 BU2075  ___________________________________________________________________
 BU2075* NAD 83(1992)-  31 55 50.44244(N)    086 02 55.49209(W)     ADJUSTED  
 BU2075* NAVD 88     -       170.2    (meters)     558.     (feet)  GPS OBS   
 BU2075  ___________________________________________________________________
 BU2075  X           -     373,359.158 (meters)                     COMP
 BU2075  Y           -  -5,405,370.308 (meters)                     COMP
 BU2075  Z           -   3,353,985.983 (meters)                     COMP
 BU2075  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BU2075  ELLIP HEIGHT-         143.30  (meters)          (07/29/02) GPS OBS
 BU2075  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BU2075
 BU2075  HORZ ORDER  -  FIRST
 BU2075  ELLP ORDER  -  FOURTH    CLASS I
 BU2075
 BU2075.The horizontal coordinates were established by GPS observations
 BU2075.and adjusted by the National Geodetic Survey in December 1992..
 BU2075
 BU2075.The orthometric height was determined by GPS observations and a
 BU2075.high-resolution geoid model.
 BU2075
 BU2075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2075
 BU2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2075
 BU2075.The ellipsoidal height was determined by GPS observations
 BU2075.and is referenced to NAD 83.
 BU2075
 BU2075.The geoid height was determined by GEOID03.
 BU2075
 BU2075;                    North         East     Units Scale Factor Converg.
 BU2075;SPC AL E     -   158,637.806   179,630.304   MT  0.99996512   -0 06 50.2
 BU2075;UTM  16      - 3,533,146.779   589,920.224   MT  0.99969972   +0 30 11.3
 BU2075
 BU2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2075!SPC AL E     -   0.99997750  x   0.99996512  =   0.99994262
 BU2075!UTM  16      -   0.99997750  x   0.99969972  =   0.99967723
 BU2075
 BU2075:                Primary Azimuth Mark                     Grid Az
 BU2075:SPC AL E     -  55 2                                     346 09 45.0
 BU2075:UTM  16      -  55 2                                     345 32 43.5
 BU2075
 BU2075|---------------------------------------------------------------------|
 BU2075| PID    Reference Object                     Distance      Geod. Az  |
 BU2075|                                                           dddmmss.s |
 BU2075| BU2076 55 2                                APPROX. 0.5 KM 3460254.8 |
 BU2075|---------------------------------------------------------------------|
 BU2075
 BU2075                          SUPERSEDED SURVEY CONTROL
 BU2075
 BU2075  ELLIP H (12/04/92)  143.36   (m)                       GP(       ) 4 1
 BU2075  NAD 83(1986)-  31 55 50.45187(N)    086 02 55.49235(W) AD(       ) 1
 BU2075  NGVD 29 (12/04/92)  170.2    (m)          558.     (f) GPS OBS        
 BU2075
 BU2075.Superseded values are not recommended for survey control.
 BU2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2075.See file dsdata.txt to determine how the superseded data were derived.
 BU2075
 BU2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8992033147(NAD 83)
 BU2075_MARKER: DD = SURVEY DISK
 BU2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2075_SP_SET: CONCRETE POST
 BU2075_STAMPING: 55-1 1991
 BU2075_MARK LOGO: ALHD  
 BU2075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2075+STABILITY: SURFACE MOTION
 BU2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2075+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2075
 BU2075  HISTORY     - Date     Condition        Report By
 BU2075  HISTORY     - 1991     MONUMENTED       ALHD
 BU2075
 BU2075                          STATION DESCRIPTION
 BU2075
 BU2075'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2075'THE STATION IS LOCATED IN PIKE COUNTY ON THE WEST RIGHT OF WAY OF AN
 BU2075'UNPAVED COUNTY ROAD, ABOUT 9.5 MI (15.3 KM) NORTH-NORTHWEST OF TROY
 BU2075'AND ABOUT 10.8 MI (17.4 KM) NORTHEAST OF PETREY.
 BU2075'TO REACH THE STATION FROM THE UNDERPASS UNDER U.S. 29 AND ALA 10 ON
 BU2075'U.S. 231 (MILE POST 77.65 ON U. S. 231) IN TROY, DRIVE NORTH ON U.S.
 BU2075'231 FOR 7.95 MI (12.79 KM) TO MILE POST 85.60 AND PIKE COUNTY ROAD
 BU2075'NO. 17 LEFT AND RIGHT, TURN LEFT ON PIKE COUNTY ROAD NO. 17 AND DRIVE
 BU2075'NORTHWEST FOR 2.25 MI (3.62 KM) TO THE END OF PAVEMENT, CONTINUE
 BU2075'NORTHWEST FOR 0.20 MI (0.32 KM) TO A Y-INTERSECTION, BEAR LEFT AND
 BU2075'DRIVE NORTHWEST FOR 0.20 MI (0.32 KM) TO A REVERSE Y-INTERSECTION,
 BU2075'BEAR LEFT AND DRIVE NORTHWEST FOR 0.15 MI (0.24 KM) TO AN UNPAVED
 BU2075'COUNTY ROAD ON THE LEFT, TURN LEFT AND DRIVE SOUTHWEST FOR 0.30 MI
 BU2075'(0.48 KM) TO AN UNPAVED COUNTY ROAD ON THE LEFT, TURN LEFT AND DRIVE
 BU2075'SOUTH FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT.
 BU2075'THE STATION IS 7.0 FT (2.1 M) WEST-SOUTHWEST OF A FOUR FOOT VERTICAL
 BU2075'BACKSLOPE, 21.0 FT (6.4 M) WEST-SOUTHWEST OF THE CENTER OF THE
 BU2075'UNPAVED COUNTY ROAD, 1.6 FT (0.5 M) EAST OF A CARSONITE WITNESS POST,
 BU2075'AND SET FLUSH WITH THE GROUND.
 BU2075'STATION 55-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2505 ***********************************************************************
 AA2505  DESIGNATION -  55 10
 AA2505  PID         -  AA2505
 AA2505  STATE/COUNTY-  AL/PIKE
 AA2505  USGS QUAD   -  TROY (1981)
 AA2505
 AA2505                         *CURRENT SURVEY CONTROL
 AA2505  ___________________________________________________________________
 AA2505* NAD 83(1992)-  31 51 28.01290(N)    085 59 52.51921(W)     ADJUSTED  
 AA2505* NAVD 88     -       113.9    (meters)     374.     (feet)  VERTCON   
 AA2505  ___________________________________________________________________
 AA2505  X           -     378,448.745 (meters)                     COMP
 AA2505  Y           -  -5,409,249.934 (meters)                     COMP
 AA2505  Z           -   3,347,093.404 (meters)                     COMP
 AA2505  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AA2505  ELLIP HEIGHT-          87.23  (meters)          (07/29/02) GPS OBS
 AA2505  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AA2505
 AA2505  HORZ ORDER  -  FIRST
 AA2505  ELLP ORDER  -  FOURTH    CLASS I
 AA2505
 AA2505.The horizontal coordinates were established by GPS observations
 AA2505.and adjusted by the National Geodetic Survey in November 1994..
 AA2505
 AA2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2505
 AA2505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2505
 AA2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2505
 AA2505.The ellipsoidal height was determined by GPS observations
 AA2505.and is referenced to NAD 83.
 AA2505
 AA2505.The geoid height was determined by GEOID03.
 AA2505
 AA2505;                    North         East     Units Scale Factor Converg.
 AA2505;SPC AL E     -   150,546.493   184,424.155   MT  0.99996299   -0 05 12.7
 AA2505;UTM  16      - 3,525,109.592   594,799.588   MT  0.99971083   +0 31 44.2
 AA2505
 AA2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2505!SPC AL E     -   0.99998630  x   0.99996299  =   0.99994929
 AA2505!UTM  16      -   0.99998630  x   0.99971083  =   0.99969714
 AA2505
 AA2505                          SUPERSEDED SURVEY CONTROL
 AA2505
 AA2505  ELLIP H (11/30/94)   87.28   (m)                       GP(       ) 4 1
 AA2505  NGVD 29 (11/30/94)  113.9    (m)          374.     (f) GPS OBS        
 AA2505
 AA2505.Superseded values are not recommended for survey control.
 AA2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2505.See file dsdata.txt to determine how the superseded data were derived.
 AA2505
 AA2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA9480025110(NAD 83)
 AA2505_MARKER: DD = SURVEY DISK
 AA2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2505_SP_SET: CONCRETE POST
 AA2505_STAMPING: 55-10 1992
 AA2505_MARK LOGO: ALHD  
 AA2505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2505+STABILITY: SURFACE MOTION
 AA2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2505+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2505
 AA2505  HISTORY     - Date     Condition        Report By
 AA2505  HISTORY     - 1992     MONUMENTED       ALHD
 AA2505
 AA2505                          STATION DESCRIPTION
 AA2505
 AA2505'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2505'THE STATION IS LOCATED IN PIKE COUNTY ON THE WEST RIGHT OF WAY OF U.S.
 AA2505'231, ABOUT 3.70 MI (5.95 KM) NORTH-NORTHWEST OF TROY AND ABOUT 4.85 MI
 AA2505'(7.81 KM) EAST OF SHELLHORN. TO REACH THE STATION FROM THE JUNCTION OF
 AA2505'U.S. 231 AND ALA 87, (MILE POST 79.60 ON U.S. 231 AND MILE POST 66.20
 AA2505'ON ALA 87) ON THE NORTH SIDE OF TROY, DRIVE NORTH ON U.S. 231 FOR 1.70
 AA2505'MI (2.74 KM) TO MILE POST 81.30 AND THE STATION ON THE LEFT. THE
 AA2505'STATION IS 65.1 FT (19.8 M) SOUTH OF A WARNING BURIED CABLE SIGN AND
 AA2505'POST, 71.3 FT (21.7 M) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 AA2505'OF U.S. 231, 2.2 FT (0.7 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA2505'FLUSH WITH THE GROUND. STATION 55-11 1992 MAY BE USED AS AN AZIMUTH
 AA2505'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2506 ***********************************************************************
 AA2506  DESIGNATION -  55 11
 AA2506  PID         -  AA2506
 AA2506  STATE/COUNTY-  AL/PIKE
 AA2506  USGS QUAD   -  TROY (1981)
 AA2506
 AA2506                         *CURRENT SURVEY CONTROL
 AA2506  ___________________________________________________________________
 AA2506* NAD 83(1992)-  31 51 59.09312(N)    085 59 57.56192(W)     ADJUSTED  
 AA2506* NAVD 88     -       120.7    (meters)     396.     (feet)  VERTCON   
 AA2506  ___________________________________________________________________
 AA2506  X           -     378,281.644 (meters)                     COMP
 AA2506  Y           -  -5,408,760.795 (meters)                     COMP
 AA2506  Z           -   3,347,910.046 (meters)                     COMP
 AA2506  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 AA2506  ELLIP HEIGHT-          93.99  (meters)          (07/29/02) GPS OBS
 AA2506  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AA2506
 AA2506  HORZ ORDER  -  FIRST
 AA2506  ELLP ORDER  -  FOURTH    CLASS I
 AA2506
 AA2506.The horizontal coordinates were established by GPS observations
 AA2506.and adjusted by the National Geodetic Survey in November 1994..
 AA2506
 AA2506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2506
 AA2506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2506
 AA2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2506
 AA2506.The ellipsoidal height was determined by GPS observations
 AA2506.and is referenced to NAD 83.
 AA2506
 AA2506.The geoid height was determined by GEOID03.
 AA2506
 AA2506;                    North         East     Units Scale Factor Converg.
 AA2506;SPC AL E     -   151,503.968   184,293.058   MT  0.99996304   -0 05 15.5
 AA2506;UTM  16      - 3,526,065.360   594,658.243   MT  0.99971050   +0 31 42.0
 AA2506
 AA2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2506!SPC AL E     -   0.99998524  x   0.99996304  =   0.99994828
 AA2506!UTM  16      -   0.99998524  x   0.99971050  =   0.99969575
 AA2506
 AA2506                          SUPERSEDED SURVEY CONTROL
 AA2506
 AA2506  ELLIP H (11/30/94)   94.04   (m)                       GP(       ) 4 1
 AA2506  NGVD 29 (11/30/94)  120.7    (m)          396.     (f) GPS OBS        
 AA2506
 AA2506.Superseded values are not recommended for survey control.
 AA2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2506.See file dsdata.txt to determine how the superseded data were derived.
 AA2506
 AA2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA9465826065(NAD 83)
 AA2506_MARKER: DD = SURVEY DISK
 AA2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2506_SP_SET: CONCRETE POST
 AA2506_STAMPING: 55-11 1992
 AA2506_MARK LOGO: ALHD  
 AA2506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2506+STABILITY: SURFACE MOTION
 AA2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2506+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2506
 AA2506  HISTORY     - Date     Condition        Report By
 AA2506  HISTORY     - 1992     MONUMENTED       ALHD
 AA2506
 AA2506                          STATION DESCRIPTION
 AA2506
 AA2506'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2506'THE STATION IS LOCATED IN PIKE COUNTY ON THE EAST RIGHT OF WAY OF U.S.
 AA2506'231, ABOUT 4.30 MI (6.92 KM) NORTH-NORTHWEST OF TROY AND ABOUT 4.65 MI
 AA2506'(7.48 KM) EAST OF SHELLHORN. TO REACH THE STATION FROM THE JUNCTION OF
 AA2506'U.S. 231 AND ALA 87, (MILE POST 79.60 ON U.S. 231 AND MILE POST 66.20
 AA2506'ON ALA 87) ON THE NORTH SIDE OF TROY, DRIVE NORTH ON U.S. 231 FOR 2.35
 AA2506'MI (3.78 KM) TO MILE POST 81.95 AND THE STATION ON THE RIGHT. THE
 AA2506'STATION IS 3.8 FT (1.2 M) WEST OF THE CENTER OF A THREE FOOT CONCRETE
 AA2506'FLUME, 7.8 FT (2.4 M) WEST OF A THREE STRAND BARBED WIRE FENCE ON WOOD
 AA2506'POST, 93.4 FT (28.5 M) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 AA2506'OF U.S. 231, 6.4 FT (2.0 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA2506'FLUSH WITH THE GROUND. STATION 55-10 1992 MAY BE USED AS AN AZIMUTH
 AA2506'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2507 ***********************************************************************
 AA2507  DESIGNATION -  55 12
 AA2507  PID         -  AA2507
 AA2507  STATE/COUNTY-  AL/PIKE
 AA2507  USGS QUAD   -  NEEDMORE (1968)
 AA2507
 AA2507                         *CURRENT SURVEY CONTROL
 AA2507  ___________________________________________________________________
 AA2507* NAD 83(1992)-  31 56 10.99502(N)    085 55 04.65055(W)     ADJUSTED  
 AA2507* NAVD 88     -       141.6    (meters)     465.     (feet)  VERTCON   
 AA2507  ___________________________________________________________________
 AA2507  X           -     385,671.474 (meters)                     COMP
 AA2507  Y           -  -5,404,145.780 (meters)                     COMP
 AA2507  Z           -   3,354,508.135 (meters)                     COMP
 AA2507  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 AA2507  ELLIP HEIGHT-         114.74  (meters)          (07/29/02) GPS OBS
 AA2507  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AA2507
 AA2507  HORZ ORDER  -  FIRST
 AA2507  ELLP ORDER  -  FOURTH    CLASS I
 AA2507
 AA2507.The horizontal coordinates were established by GPS observations
 AA2507.and adjusted by the National Geodetic Survey in November 1994..
 AA2507
 AA2507.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2507
 AA2507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2507
 AA2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2507
 AA2507.The ellipsoidal height was determined by GPS observations
 AA2507.and is referenced to NAD 83.
 AA2507
 AA2507.The geoid height was determined by GEOID03.
 AA2507
 AA2507;                    North         East     Units Scale Factor Converg.
 AA2507;SPC AL E     -   159,253.706   191,998.306   MT  0.99996079   -0 02 41.2
 AA2507;UTM  16      - 3,533,895.670   602,277.803   MT  0.99972901   +0 34 20.7
 AA2507
 AA2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2507!SPC AL E     -   0.99998198  x   0.99996079  =   0.99994277
 AA2507!UTM  16      -   0.99998198  x   0.99972901  =   0.99971100
 AA2507
 AA2507|---------------------------------------------------------------------|
 AA2507| PID    Reference Object                     Distance      Geod. Az  |
 AA2507|                                                           dddmmss.s |
 AA2507| AA2508 55 13                               390.424 METERS 27620     |
 AA2507|---------------------------------------------------------------------|
 AA2507
 AA2507                          SUPERSEDED SURVEY CONTROL
 AA2507
 AA2507  ELLIP H (11/30/94)  114.79   (m)                       GP(       ) 4 1
 AA2507  NGVD 29 (11/30/94)  141.6    (m)          465.     (f) GPS OBS        
 AA2507
 AA2507.Superseded values are not recommended for survey control.
 AA2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2507.See file dsdata.txt to determine how the superseded data were derived.
 AA2507
 AA2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA0227833896(NAD 83)
 AA2507_MARKER: DD = SURVEY DISK
 AA2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2507_SP_SET: CONCRETE POST
 AA2507_STAMPING: 55-12 1992
 AA2507_MARK LOGO: ALHD  
 AA2507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2507+STABILITY: SURFACE MOTION
 AA2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2507+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2507
 AA2507  HISTORY     - Date     Condition        Report By
 AA2507  HISTORY     - 1992     MONUMENTED       ALHD
 AA2507
 AA2507                          STATION DESCRIPTION
 AA2507
 AA2507'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2507'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA2507'GRAVEL ROAD, ABOUT 5.85 MI (9.41 KM) WEST-SOUTHWEST OF SACO AND ABOUT
 AA2507'9.25 MI (14.89 KM) NORTH-NORTHEAST OF TROY. TO REACH THE STATION FROM
 AA2507'THE JUNCTION OF U.S. 29 AND ALA 87, (MILE POST 104.05 ON U.S. 29 AND
 AA2507'MILE POST 64.35 ON ALA 87), AT A TRAFFIC LIGHT IN TROY, DRIVE
 AA2507'NORTHEAST ON U.S. 29 FOR 1.55 MI (2.49 KM) TO MILE POST 105.60 AND
 AA2507'PIKE COUNTY ROAD NO. 7 ON THE LEFT AT A CAUTION LIGHT, TURN LEFT ON
 AA2507'PIKE COUNTY ROAD NO. 7 AND DRIVE NORTH FOR 8.60 MI (13.84 KM) TO A
 AA2507'GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE WEST
 AA2507'FOR 0.15 MI (0.24 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.9
 AA2507'FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON WOOD POST, 19.4
 AA2507'FT (5.9 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 28.7 FT (8.7 M) EAST
 AA2507'OF THE EAST ONE OF TWO BRACED FOUR-INCH WOOD POST IN THE FENCE LINE,
 AA2507'2.8 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2507'THE GROUND. STATION 55-13 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2507'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2508 ***********************************************************************
 AA2508  DESIGNATION -  55 13
 AA2508  PID         -  AA2508
 AA2508  STATE/COUNTY-  AL/PIKE
 AA2508  USGS QUAD   -  NEEDMORE (1968)
 AA2508
 AA2508                         *CURRENT SURVEY CONTROL
 AA2508  ___________________________________________________________________
 AA2508* NAD 83(1992)-  31 56 12.39400(N)    085 55 19.42391(W)     ADJUSTED  
 AA2508* NAVD 88     -       142.2    (meters)     467.     (feet)  VERTCON   
 AA2508  ___________________________________________________________________
 AA2508  X           -     385,282.828 (meters)                     COMP
 AA2508  Y           -  -5,404,151.194 (meters)                     COMP
 AA2508  Z           -   3,354,545.042 (meters)                     COMP
 AA2508  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 AA2508  ELLIP HEIGHT-         115.38  (meters)          (07/29/02) GPS OBS
 AA2508  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AA2508
 AA2508  HORZ ORDER  -  FIRST
 AA2508  ELLP ORDER  -  FOURTH    CLASS I
 AA2508
 AA2508.The horizontal coordinates were established by GPS observations
 AA2508.and adjusted by the National Geodetic Survey in November 1994..
 AA2508
 AA2508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2508
 AA2508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2508
 AA2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2508
 AA2508.The ellipsoidal height was determined by GPS observations
 AA2508.and is referenced to NAD 83.
 AA2508
 AA2508.The geoid height was determined by GEOID03.
 AA2508
 AA2508;                    North         East     Units Scale Factor Converg.
 AA2508;SPC AL E     -   159,297.105   191,610.317   MT  0.99996087   -0 02 49.0
 AA2508;UTM  16      - 3,533,934.879   601,889.459   MT  0.99972803   +0 34 12.9
 AA2508
 AA2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2508!SPC AL E     -   0.99998188  x   0.99996087  =   0.99994275
 AA2508!UTM  16      -   0.99998188  x   0.99972803  =   0.99970992
 AA2508
 AA2508|---------------------------------------------------------------------|
 AA2508| PID    Reference Object                     Distance      Geod. Az  |
 AA2508|                                                           dddmmss.s |
 AA2508| AA2507 55 12                               390.424 METERS 09620     |
 AA2508|---------------------------------------------------------------------|
 AA2508
 AA2508                          SUPERSEDED SURVEY CONTROL
 AA2508
 AA2508  ELLIP H (11/30/94)  115.43   (m)                       GP(       ) 4 1
 AA2508  NGVD 29 (11/30/94)  142.2    (m)          467.     (f) GPS OBS        
 AA2508
 AA2508.Superseded values are not recommended for survey control.
 AA2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2508.See file dsdata.txt to determine how the superseded data were derived.
 AA2508
 AA2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA0188933935(NAD 83)
 AA2508_MARKER: DD = SURVEY DISK
 AA2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2508_SP_SET: CONCRETE POST
 AA2508_STAMPING: 55-13 1992
 AA2508_MARK LOGO: ALHD  
 AA2508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2508+STABILITY: SURFACE MOTION
 AA2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2508+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2508
 AA2508  HISTORY     - Date     Condition        Report By
 AA2508  HISTORY     - 1992     MONUMENTED       ALHD
 AA2508
 AA2508                          STATION DESCRIPTION
 AA2508
 AA2508'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2508'THE STATION IS LOCATED IN PIKE COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA2508'GRAVEL ROAD, ABOUT 6.10 MI (9.82 KM) WEST-SOUTHWEST OF SACO AND ABOUT
 AA2508'9.35 MI (15.05 KM) NORTH-NORTHEAST OF TROY. TO REACH THE STATION FROM
 AA2508'THE JUNCTION OF U.S. 29 AND ALA 87, (MILE POST 104.05 ON U.S. 29 AND
 AA2508'MILE POST 64.35 ON ALA 87), AT A TRAFFIC LIGHT IN TROY, DRIVE
 AA2508'NORTHEAST ON U.S. 29 FOR 1.55 MI (2.49 KM) TO MILE POST 105.60 AND
 AA2508'PIKE COUNTY ROAD NO. 7 ON THE LEFT AT A CAUTION LIGHT, TURN LEFT ON
 AA2508'PIKE COUNTY ROAD NO. 7 AND DRIVE NORTH FOR 8.60 MI (13.84 KM) TO A
 AA2508'GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE WEST
 AA2508'FOR 0.40 MI (0.64 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.2
 AA2508'FT (1.0 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE ON WOOD POST, 21.5
 AA2508'FT (6.6 M) WEST OF THE WEST CROSS TIE GATE POST, 25.6 FT (7.8 M) NORTH
 AA2508'OF THE CENTER OF THE GRAVEL ROAD, 29.6 FT (9.0 M) WEST OF THE CENTER
 AA2508'OF A GRAVEL DRIVEWAY, 2.9 FT (0.9 M) SOUTH OF A CARSONITE WITNESS
 AA2508'POST, AND SET FLUSH WITH THE GROUND. STATION 55-12 1992 MAY BE USED AS
 AA2508'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2509 ***********************************************************************
 AA2509  DESIGNATION -  55 14
 AA2509  PID         -  AA2509
 AA2509  STATE/COUNTY-  AL/PIKE
 AA2509  USGS QUAD   -  SACO (1979)
 AA2509
 AA2509                         *CURRENT SURVEY CONTROL
 AA2509  ___________________________________________________________________
 AA2509* NAD 83(1992)-  31 57 09.05922(N)    085 49 33.39966(W)     ADJUSTED  
 AA2509* NAVD 88     -       116.5    (meters)     382.     (feet)  VERTCON   
 AA2509  ___________________________________________________________________
 AA2509  X           -     394,279.338 (meters)                     COMP
 AA2509  Y           -  -5,402,554.505 (meters)                     COMP
 AA2509  Z           -   3,356,012.560 (meters)                     COMP
 AA2509  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AA2509  ELLIP HEIGHT-          89.74  (meters)          (07/29/02) GPS OBS
 AA2509  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AA2509
 AA2509  HORZ ORDER  -  FIRST
 AA2509  ELLP ORDER  -  FOURTH    CLASS I
 AA2509
 AA2509.The horizontal coordinates were established by GPS observations
 AA2509.and adjusted by the National Geodetic Survey in November 1994..
 AA2509
 AA2509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2509
 AA2509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2509
 AA2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2509
 AA2509.The ellipsoidal height was determined by GPS observations
 AA2509.and is referenced to NAD 83.
 AA2509
 AA2509.The geoid height was determined by GEOID03.
 AA2509
 AA2509;                    North         East     Units Scale Factor Converg.
 AA2509;SPC AL E     -   161,039.004   200,698.540   MT  0.99996001   +0 00 14.1
 AA2509;UTM  16      - 3,535,774.191   610,956.386   MT  0.99975183   +0 37 17.0
 AA2509
 AA2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2509!SPC AL E     -   0.99998591  x   0.99996001  =   0.99994592
 AA2509!UTM  16      -   0.99998591  x   0.99975183  =   0.99973774
 AA2509
 AA2509|---------------------------------------------------------------------|
 AA2509| PID    Reference Object                     Distance      Geod. Az  |
 AA2509|                                                           dddmmss.s |
 AA2509| AA2510 55 15                               373.735 METERS 26950     |
 AA2509|---------------------------------------------------------------------|
 AA2509
 AA2509                          SUPERSEDED SURVEY CONTROL
 AA2509
 AA2509  ELLIP H (11/30/94)   89.79   (m)                       GP(       ) 4 1
 AA2509  NGVD 29 (11/30/94)  116.5    (m)          382.     (f) GPS OBS        
 AA2509
 AA2509.Superseded values are not recommended for survey control.
 AA2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2509.See file dsdata.txt to determine how the superseded data were derived.
 AA2509
 AA2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1095635774(NAD 83)
 AA2509_MARKER: DD = SURVEY DISK
 AA2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2509_SP_SET: CONCRETE POST
 AA2509_STAMPING: 55-14 1992
 AA2509_MARK LOGO: ALHD  
 AA2509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2509+STABILITY: SURFACE MOTION
 AA2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2509+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2509
 AA2509  HISTORY     - Date     Condition        Report By
 AA2509  HISTORY     - 1992     MONUMENTED       ALHD
 AA2509
 AA2509                          STATION DESCRIPTION
 AA2509
 AA2509'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2509'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2509'PIKE COUNTY ROAD NO. 48, ABOUT 0.35 MI (0.56 KM) SOUTHWEST OF SACO AND
 AA2509'ABOUT 13.10 MI (21.08 KM) NORTHEAST OF TROY. TO REACH THE STATION FROM
 AA2509'THE JUNCTION OF U.S. 29 AND ALA 223, (MILE POST 111.30 ON U.S. 29 AND
 AA2509'MILE POST 0.00 ON ALA 223), DRIVE NORTH ON ALA 223 FOR 10.80 MI (17.38
 AA2509'KM) TO MILE POST 10.80 AND PIKE COUNTY ROAD NO. 48 ON THE LEFT, TURN
 AA2509'LEFT ON PIKE COUNTY ROAD NO. 48 AND DRIVE WEST FOR 0.35 MI (0.56 KM)
 AA2509'TO THE STATION ON THE LEFT. THE STATION IS 38.1 FT (11.6 M) SOUTH OF
 AA2509'THE CENTERLINE OF PIKE COUNTY ROAD NO. 48, 88.0 FT (26.8 M) WEST OF A
 AA2509'POWER POLE, 2.6 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA2509'FLUSH WITH THE GROUND. STATION 55-15 1992 MAY BE USED AS AN AZIMUTH
 AA2509'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2510 ***********************************************************************
 AA2510  DESIGNATION -  55 15
 AA2510  PID         -  AA2510
 AA2510  STATE/COUNTY-  AL/PIKE
 AA2510  USGS QUAD   -  SACO (1979)
 AA2510
 AA2510                         *CURRENT SURVEY CONTROL
 AA2510  ___________________________________________________________________
 AA2510* NAD 83(1992)-  31 57 09.02212(N)    085 49 47.63081(W)     ADJUSTED  
 AA2510* NAVD 88     -       119.0    (meters)     390.     (feet)  VERTCON   
 AA2510  ___________________________________________________________________
 AA2510  X           -     393,906.792 (meters)                     COMP
 AA2510  Y           -  -5,402,584.465 (meters)                     COMP
 AA2510  Z           -   3,356,012.945 (meters)                     COMP
 AA2510  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 AA2510  ELLIP HEIGHT-          92.30  (meters)          (07/29/02) GPS OBS
 AA2510  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AA2510
 AA2510  HORZ ORDER  -  FIRST
 AA2510  ELLP ORDER  -  FOURTH    CLASS I
 AA2510
 AA2510.The horizontal coordinates were established by GPS observations
 AA2510.and adjusted by the National Geodetic Survey in November 1994..
 AA2510
 AA2510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2510
 AA2510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2510
 AA2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2510
 AA2510.The ellipsoidal height was determined by GPS observations
 AA2510.and is referenced to NAD 83.
 AA2510
 AA2510.The geoid height was determined by GEOID03.
 AA2510
 AA2510;                    North         East     Units Scale Factor Converg.
 AA2510;SPC AL E     -   161,037.842   200,324.822   MT  0.99996000   +0 00 06.5
 AA2510;UTM  16      - 3,535,769.003   610,582.781   MT  0.99975081   +0 37 09.5
 AA2510
 AA2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2510!SPC AL E     -   0.99998551  x   0.99996000  =   0.99994551
 AA2510!UTM  16      -   0.99998551  x   0.99975081  =   0.99973632
 AA2510
 AA2510|---------------------------------------------------------------------|
 AA2510| PID    Reference Object                     Distance      Geod. Az  |
 AA2510|                                                           dddmmss.s |
 AA2510| AA2509 55 14                               373.735 METERS 08949     |
 AA2510|---------------------------------------------------------------------|
 AA2510
 AA2510                          SUPERSEDED SURVEY CONTROL
 AA2510
 AA2510  ELLIP H (11/30/94)   92.35   (m)                       GP(       ) 4 1
 AA2510  NGVD 29 (11/30/94)  119.0    (m)          390.     (f) GPS OBS        
 AA2510
 AA2510.Superseded values are not recommended for survey control.
 AA2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2510.See file dsdata.txt to determine how the superseded data were derived.
 AA2510
 AA2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1058335769(NAD 83)
 AA2510_MARKER: DD = SURVEY DISK
 AA2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2510_SP_SET: CONCRETE POST
 AA2510_STAMPING: 55-15 1992
 AA2510_MARK LOGO: ALHD  
 AA2510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2510+STABILITY: SURFACE MOTION
 AA2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2510+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2510
 AA2510  HISTORY     - Date     Condition        Report By
 AA2510  HISTORY     - 1992     MONUMENTED       ALHD
 AA2510
 AA2510                          STATION DESCRIPTION
 AA2510
 AA2510'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2510'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2510'PIKE COUNTY ROAD NO. 48, ABOUT 0.65 MI (1.05 KM) SOUTHWEST OF SACO AND
 AA2510'ABOUT 12.85 MI (20.68 KM) NORTHEAST OF TROY. TO REACH THE STATION FROM
 AA2510'THE JUNCTION OF U.S. 29 AND ALA 223, (MILE POST 111.30 ON U.S. 29 AND
 AA2510'MILE POST 0.00 ON ALA 223), DRIVE NORTH ON ALA 223 FOR 10.80 MI (17.38
 AA2510'KM) TO MILE POST 10.80 AND PIKE COUNTY ROAD NO. 48 ON THE LEFT, TURN
 AA2510'LEFT ON PIKE COUNTY ROAD NO. 48 AND DRIVE WEST FOR 0.60 MI (0.97 KM)
 AA2510'TO THE STATION ON THE LEFT. THE STATION IS 3.2 FT (1.0 M) NORTH OF A
 AA2510'THREE STRAND BARBED WIRE FENCE ON WOOD POST, 41.2 FT (12.6 M) SOUTH OF
 AA2510'THE CENTERLINE OF PIKE COUNTY ROAD NO. 48, 3.2 FT (1.0 M) NORTH OF A
 AA2510'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 55-14
 AA2510'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2511 ***********************************************************************
 AA2511  DESIGNATION -  55 16
 AA2511  PID         -  AA2511
 AA2511  STATE/COUNTY-  AL/PIKE
 AA2511  USGS QUAD   -  ANSLEY (1981)
 AA2511
 AA2511                         *CURRENT SURVEY CONTROL
 AA2511  ___________________________________________________________________
 AA2511* NAD 83(1992)-  31 53 11.38778(N)    086 05 48.95488(W)     ADJUSTED  
 AA2511* NAVD 88     -       146.8    (meters)     482.     (feet)  VERTCON   
 AA2511  ___________________________________________________________________
 AA2511  X           -     368,988.186 (meters)                     COMP
 AA2511  Y           -  -5,408,246.190 (meters)                     COMP
 AA2511  Z           -   3,349,814.756 (meters)                     COMP
 AA2511  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 AA2511  ELLIP HEIGHT-         119.99  (meters)          (07/29/02) GPS OBS
 AA2511  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AA2511
 AA2511  HORZ ORDER  -  FIRST
 AA2511  ELLP ORDER  -  FOURTH    CLASS I
 AA2511
 AA2511.The horizontal coordinates were established by GPS observations
 AA2511.and adjusted by the National Geodetic Survey in November 1994..
 AA2511
 AA2511.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2511
 AA2511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2511
 AA2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2511
 AA2511.The ellipsoidal height was determined by GPS observations
 AA2511.and is referenced to NAD 83.
 AA2511
 AA2511.The geoid height was determined by GEOID03.
 AA2511
 AA2511;                    North         East     Units Scale Factor Converg.
 AA2511;SPC AL E     -   153,748.938   175,062.065   MT  0.99996767   -0 08 21.3
 AA2511;UTM  16      - 3,528,210.368   585,406.096   MT  0.99968996   +0 28 37.4
 AA2511
 AA2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2511!SPC AL E     -   0.99998116  x   0.99996767  =   0.99994883
 AA2511!UTM  16      -   0.99998116  x   0.99968996  =   0.99967113
 AA2511
 AA2511                          SUPERSEDED SURVEY CONTROL
 AA2511
 AA2511  ELLIP H (11/30/94)  120.04   (m)                       GP(       ) 4 1
 AA2511  NGVD 29 (11/30/94)  146.8    (m)          482.     (f) GPS OBS        
 AA2511
 AA2511.Superseded values are not recommended for survey control.
 AA2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2511.See file dsdata.txt to determine how the superseded data were derived.
 AA2511
 AA2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8540628210(NAD 83)
 AA2511_MARKER: DD = SURVEY DISK
 AA2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2511_SP_SET: CONCRETE POST
 AA2511_STAMPING: 55-16 1992
 AA2511_MARK LOGO: ALHD  
 AA2511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2511+STABILITY: SURFACE MOTION
 AA2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2511+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2511
 AA2511  HISTORY     - Date     Condition        Report By
 AA2511  HISTORY     - 1992     MONUMENTED       ALHD
 AA2511
 AA2511                          STATION DESCRIPTION
 AA2511
 AA2511'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2511'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA2511'PIKE COUNTY ROAD NO. 1, ABOUT 7.45 MI (11.99 KM) SOUTHWEST OF ORION
 AA2511'AND ABOUT 8.95 MI (14.40 KM) NORTHWEST OF TROY. TO REACH THE STATION
 AA2511'FROM THE JUNCTION OF U.S. 231, U.S. 29 AND ALA 10, (MILE POST 77.65 ON
 AA2511'U.S. 231 AND MILE POST 181.00 ON ALA 10), AT THE OVERPASS BRIDGE IN
 AA2511'TROY, DRIVE NORTH ON U.S. 231 FOR 0.05 MI (0.08 KM) TO MILE POST 77.70
 AA2511'AND PIKE COUNTY ROAD NO. 1 ON THE LEFT, MURPHREE STREET ON THE RIGHT
 AA2511'AND U.S. 231 STRAIGHT AHEAD, AT A TRAFFIC LIGHT, TURN LEFT ON PIKE
 AA2511'COUNTY ROAD NO. 1 AND DRIVE NORTHWEST FOR 8.75 MI (14.08 KM) TO THE
 AA2511'STATION ON THE LEFT. THE STATION IS 2.9 FT (0.9 M) NORTHEAST OF A FOUR
 AA2511'STRAND BARBED WIRE FENCE ON WOOD POST, 43.0 FT (13.1 M) SOUTHWEST OF
 AA2511'THE CENTERLINE OF PIKE COUNTY ROAD NO. 1, 3.1 FT (0.9 M) NORTHEAST OF
 AA2511'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 55-17
 AA2511'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2512 ***********************************************************************
 AA2512  DESIGNATION -  55 17
 AA2512  PID         -  AA2512
 AA2512  STATE/COUNTY-  AL/PIKE
 AA2512  USGS QUAD   -  ANSLEY (1981)
 AA2512
 AA2512                         *CURRENT SURVEY CONTROL
 AA2512  ___________________________________________________________________
 AA2512* NAD 83(1992)-  31 53 24.94465(N)    086 06 05.18222(W)     ADJUSTED  
 AA2512* NAVD 88     -       150.1    (meters)     492.     (feet)  VERTCON   
 AA2512  ___________________________________________________________________
 AA2512  X           -     368,547.895 (meters)                     COMP
 AA2512  Y           -  -5,408,057.882 (meters)                     COMP
 AA2512  Z           -   3,350,171.034 (meters)                     COMP
 AA2512  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AA2512  ELLIP HEIGHT-         123.25  (meters)          (07/29/02) GPS OBS
 AA2512  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 AA2512
 AA2512  HORZ ORDER  -  FIRST
 AA2512  ELLP ORDER  -  FOURTH    CLASS I
 AA2512
 AA2512.The horizontal coordinates were established by GPS observations
 AA2512.and adjusted by the National Geodetic Survey in November 1994..
 AA2512
 AA2512.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2512
 AA2512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2512
 AA2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2512
 AA2512.The ellipsoidal height was determined by GPS observations
 AA2512.and is referenced to NAD 83.
 AA2512
 AA2512.The geoid height was determined by GEOID03.
 AA2512
 AA2512;                    North         East     Units Scale Factor Converg.
 AA2512;SPC AL E     -   154,167.539   174,636.652   MT  0.99996793   -0 08 29.9
 AA2512;UTM  16      - 3,528,624.252   584,976.324   MT  0.99968905   +0 28 29.0
 AA2512
 AA2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2512!SPC AL E     -   0.99998065  x   0.99996793  =   0.99994858
 AA2512!UTM  16      -   0.99998065  x   0.99968905  =   0.99966970
 AA2512
 AA2512                          SUPERSEDED SURVEY CONTROL
 AA2512
 AA2512  ELLIP H (11/30/94)  123.30   (m)                       GP(       ) 4 1
 AA2512  NGVD 29 (11/30/94)  150.1    (m)          492.     (f) GPS OBS        
 AA2512
 AA2512.Superseded values are not recommended for survey control.
 AA2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2512.See file dsdata.txt to determine how the superseded data were derived.
 AA2512
 AA2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8497628624(NAD 83)
 AA2512_MARKER: DD = SURVEY DISK
 AA2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2512_SP_SET: CONCRETE POST
 AA2512_STAMPING: 55-17 1992
 AA2512_MARK LOGO: ALHD  
 AA2512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2512+STABILITY: SURFACE MOTION
 AA2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2512+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2512
 AA2512  HISTORY     - Date     Condition        Report By
 AA2512  HISTORY     - 1992     MONUMENTED       ALHD
 AA2512
 AA2512                          STATION DESCRIPTION
 AA2512
 AA2512'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2512'THE STATION IS LOCATED IN PIKE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA2512'PIKE COUNTY ROAD NO. 1, ABOUT 7.30 MI (11.75 KM) SOUTHWEST OF ORION
 AA2512'AND ABOUT 9.40 MI (15.13 KM) NORTHWEST OF TROY. TO REACH THE STATION
 AA2512'FROM THE JUNCTION OF U.S. 231, U.S. 29 AND ALA 10, (MILE POST 77.65 ON
 AA2512'U.S. 231 AND MILE POST 181.00 ON ALA 10), AT THE OVERPASS BRIDGE IN
 AA2512'TROY, DRIVE NORTH ON U.S. 231 FOR 0.05 MI (0.08 KM) TO MILE POST 77.70
 AA2512'AND PIKE COUNTY ROAD NO. 1 ON THE LEFT, MURPHREE STREET ON THE RIGHT
 AA2512'AND U.S. 231 STRAIGHT AHEAD, AT A TRAFFIC LIGHT, TURN LEFT ON PIKE
 AA2512'COUNTY ROAD NO. 1 AND DRIVE NORTHWEST FOR 9.15 MI (14.73 KM) TO THE
 AA2512'STATION ON THE RIGHT. THE STATION IS 2.9 FT (0.9 M) SOUTHWEST OF A
 AA2512'FOUR STRAND BARBED WIRE FENCE ON WOOD POST, 3.2 FT (1.0 M) SOUTH OF A
 AA2512'SIX-INCH BRACED WOOD POST, 6.1 FT (1.9 M) WEST-NORTHWEST OF A BRACED
 AA2512'CROSS TIE FENCE POST, 12.2 FT (3.7 M) NORTHWEST OF THE CENTER OF A
 AA2512'PAVED DRIVEWAY, 16.5 FT (5.0 M) NORTHEAST OF THE NORTHWEST END OF A
 AA2512'SIXTEEN-INCH METAL PIPE UNDER THE DRIVEWAY, 51.3 FT (15.6 M) NORTHEAST
 AA2512'OF THE CENTERLINE OF PIKE COUNTY ROAD NO. 1, 3.0 FT (0.9 M) SOUTHWEST
 AA2512'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2512'55-16 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2513 ***********************************************************************
 AA2513  DESIGNATION -  55 18
 AA2513  PID         -  AA2513
 AA2513  STATE/COUNTY-  AL/PIKE
 AA2513  USGS QUAD   -  GRADY (1979)
 AA2513
 AA2513                         *CURRENT SURVEY CONTROL
 AA2513  ___________________________________________________________________
 AA2513* NAD 83(1992)-  31 56 57.91365(N)    086 07 37.45007(W)     ADJUSTED  
 AA2513* NAVD 88     -       122.5    (meters)     402.     (feet)  VERTCON   
 AA2513  ___________________________________________________________________
 AA2513  X           -     365,892.827 (meters)                     COMP
 AA2513  Y           -  -5,404,738.221 (meters)                     COMP
 AA2513  Z           -   3,355,724.322 (meters)                     COMP
 AA2513  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 AA2513  ELLIP HEIGHT-          95.52  (meters)          (07/29/02) GPS OBS
 AA2513  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AA2513
 AA2513  HORZ ORDER  -  FIRST
 AA2513  ELLP ORDER  -  FOURTH    CLASS I
 AA2513
 AA2513.The horizontal coordinates were established by GPS observations
 AA2513.and adjusted by the National Geodetic Survey in November 1994..
 AA2513
 AA2513.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2513
 AA2513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2513
 AA2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2513
 AA2513.The ellipsoidal height was determined by GPS observations
 AA2513.and is referenced to NAD 83.
 AA2513
 AA2513.The geoid height was determined by GEOID03.
 AA2513
 AA2513;                    North         East     Units Scale Factor Converg.
 AA2513;SPC AL E     -   160,733.360   172,229.781   MT  0.99996951   -0 09 19.6
 AA2513;UTM  16      - 3,535,161.934   582,499.601   MT  0.99968394   +0 27 43.0
 AA2513
 AA2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2513!SPC AL E     -   0.99998500  x   0.99996951  =   0.99995451
 AA2513!UTM  16      -   0.99998500  x   0.99968394  =   0.99966895
 AA2513
 AA2513                          SUPERSEDED SURVEY CONTROL
 AA2513
 AA2513  ELLIP H (11/30/94)   95.57   (m)                       GP(       ) 4 1
 AA2513  NGVD 29 (11/30/94)  122.5    (m)          402.     (f) GPS OBS        
 AA2513
 AA2513.Superseded values are not recommended for survey control.
 AA2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2513.See file dsdata.txt to determine how the superseded data were derived.
 AA2513
 AA2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8250035162(NAD 83)
 AA2513_MARKER: DD = SURVEY DISK
 AA2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2513_SP_SET: CONCRETE POST
 AA2513_STAMPING: 55-18 1992
 AA2513_MARK LOGO: ALHD  
 AA2513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2513+STABILITY: SURFACE MOTION
 AA2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2513+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2513
 AA2513  HISTORY     - Date     Condition        Report By
 AA2513  HISTORY     - 1992     MONUMENTED       ALHD
 AA2513
 AA2513                          STATION DESCRIPTION
 AA2513
 AA2513'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2513'THE STATION IS LOCATED IN PIKE COUNTY ON THE WEST RIGHT OF WAY OF A
 AA2513'PAVED COUNTY ROAD, ABOUT 7.20 MI (11.59 KM) WEST OF ORION AND ABOUT
 AA2513'13.20 MI (21.24 KM) NORTHWEST OF TROY. TO REACH THE STATION FROM THE
 AA2513'JUNCTION OF U.S. 231, U.S. 29 AND ALA 10, (MILE POST 77.65 ON U.S. 231
 AA2513'AND MILE POST 181.00 ON ALA 10), AT THE OVERPASS BRIDGE IN TROY, DRIVE
 AA2513'NORTH ON U.S. 231 FOR 0.05 MI (0.08 KM) TO MILE POST 77.70, PIKE
 AA2513'COUNTY ROAD NO. 1 ON THE LEFT, MURPHREE STREET ON THE RIGHT, AND U.S.
 AA2513'231 AHEAD AT A TRAFFIC LIGHT, TURN LEFT ON PIKE COUNTY ROAD NO. 1 AND
 AA2513'DRIVE NORTHWEST FOR 10.05 MI (16.17 KM) TO A PAVED COUNTY ROAD ON THE
 AA2513'RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 4.65 MI
 AA2513'(7.48 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.7 FT (0.8 M)
 AA2513'EAST-NORTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON WOOD POST, 35.0
 AA2513'FT (10.7 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE PAVED COUNTY ROAD,
 AA2513'75.6 FT (23.0 M) SOUTH-SOUTHEAST OF THE SOUTH ONE OF TWO BRACED CROSS
 AA2513'TIE POST, 2.9 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA2513'FLUSH WITH THE GROUND. STATION 55-19 1992 MAY BE USED AS AN AZIMUTH
 AA2513'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2514 ***********************************************************************
 AA2514  DESIGNATION -  55 19
 AA2514  PID         -  AA2514
 AA2514  STATE/COUNTY-  AL/PIKE
 AA2514  USGS QUAD   -  GRADY (1979)
 AA2514
 AA2514                         *CURRENT SURVEY CONTROL
 AA2514  ___________________________________________________________________
 AA2514* NAD 83(1992)-  31 57 18.13919(N)    086 07 42.35367(W)     ADJUSTED  
 AA2514* NAVD 88     -       127.7    (meters)     419.     (feet)  VERTCON   
 AA2514  ___________________________________________________________________
 AA2514  X           -     365,742.373 (meters)                     COMP
 AA2514  Y           -  -5,404,422.344 (meters)                     COMP
 AA2514  Z           -   3,356,255.653 (meters)                     COMP
 AA2514  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA2514  ELLIP HEIGHT-         100.68  (meters)          (07/29/02) GPS OBS
 AA2514  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 AA2514
 AA2514  HORZ ORDER  -  FIRST
 AA2514  ELLP ORDER  -  FOURTH    CLASS I
 AA2514
 AA2514.The horizontal coordinates were established by GPS observations
 AA2514.and adjusted by the National Geodetic Survey in November 1994..
 AA2514
 AA2514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2514
 AA2514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2514
 AA2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2514
 AA2514.The ellipsoidal height was determined by GPS observations
 AA2514.and is referenced to NAD 83.
 AA2514
 AA2514.The geoid height was determined by GEOID03.
 AA2514
 AA2514;                    North         East     Units Scale Factor Converg.
 AA2514;SPC AL E     -   161,356.670   172,102.703   MT  0.99996959   -0 09 22.3
 AA2514;UTM  16      - 3,535,783.660   582,365.852   MT  0.99968366   +0 27 40.7
 AA2514
 AA2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2514!SPC AL E     -   0.99998419  x   0.99996959  =   0.99995378
 AA2514!UTM  16      -   0.99998419  x   0.99968366  =   0.99966786
 AA2514
 AA2514                          SUPERSEDED SURVEY CONTROL
 AA2514
 AA2514  ELLIP H (11/30/94)  100.73   (m)                       GP(       ) 4 1
 AA2514  NGVD 29 (11/30/94)  127.7    (m)          419.     (f) GPS OBS        
 AA2514
 AA2514.Superseded values are not recommended for survey control.
 AA2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2514.See file dsdata.txt to determine how the superseded data were derived.
 AA2514
 AA2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8236635784(NAD 83)
 AA2514_MARKER: DD = SURVEY DISK
 AA2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2514_SP_SET: CONCRETE POST
 AA2514_STAMPING: 55-19 1992
 AA2514_MARK LOGO: ALHD  
 AA2514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2514+STABILITY: SURFACE MOTION
 AA2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2514+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2514
 AA2514  HISTORY     - Date     Condition        Report By
 AA2514  HISTORY     - 1992     MONUMENTED       ALHD
 AA2514
 AA2514                          STATION DESCRIPTION
 AA2514
 AA2514'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2514'THE STATION IS LOCATED IN PIKE COUNTY ON THE WEST RIGHT OF WAY OF A
 AA2514'PAVED COUNTY ROAD, ABOUT 7.25 MI (11.67 KM) WEST OF ORION AND ABOUT
 AA2514'13.65 MI (21.97 KM) NORTHWEST OF TROY. TO REACH THE STATION FROM THE
 AA2514'JUNCTION OF U.S. 231, U.S. 29 AND ALA 10, (MILE POST 77.65 ON U.S. 231
 AA2514'AND MILE POST 181.00 ON ALA 10), AT THE OVERPASS BRIDGE IN TROY, DRIVE
 AA2514'NORTH ON U.S. 231 FOR 0.05 MI (0.08 KM) TO MILE POST 77.70, PIKE
 AA2514'COUNTY ROAD NO. 1 ON THE LEFT, MURPHREE STREET ON THE LEFT, AND U.S.
 AA2514'231 AHEAD AT A TRAFFIC LIGHT, TURN LEFT ON PIKE COUNTY ROAD NO. 1 AND
 AA2514'DRIVE NORTHWEST FOR 10.05 MI (16.17 KM) TO A PAVED COUNTY ROAD ON THE
 AA2514'RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 5.05 MI
 AA2514'(8.13 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2514'EAST OF A FOUR FOOT CHAIN LINK FENCE, 36.5 FT (11.1 M) WEST OF THE
 AA2514'CENTERLINE OF THE PAVED COUNTY ROAD, 74.9 FT (22.8 M) WEST-SOUTHWEST
 AA2514'OF TELEPHONE CABLE PEDESTAL NO. B 45 R 25 AH 4 ACROSS THE PAVED COUNTY
 AA2514'ROAD, 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2514'WITH THE GROUND. STATION 55-18 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2514'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2076 ***********************************************************************
 BU2076  DESIGNATION -  55 2
 BU2076  PID         -  BU2076
 BU2076  STATE/COUNTY-  AL/PIKE
 BU2076  USGS QUAD   -  ANSLEY (1981)
 BU2076
 BU2076                         *CURRENT SURVEY CONTROL
 BU2076  ___________________________________________________________________
 BU2076* NAD 83(1992)-  31 56 07.69674(N)    086 03 00.51864(W)     ADJUSTED  
 BU2076* NAVD 88     -       183.6    (meters)     602.     (feet)  GPS OBS   
 BU2076  ___________________________________________________________________
 BU2076  X           -     373,208.850 (meters)                     COMP
 BU2076  Y           -  -5,405,110.290 (meters)                     COMP
 BU2076  Z           -   3,354,444.103 (meters)                     COMP
 BU2076  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BU2076  ELLIP HEIGHT-         156.68  (meters)          (07/29/02) GPS OBS
 BU2076  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BU2076
 BU2076  HORZ ORDER  -  FIRST
 BU2076  ELLP ORDER  -  FOURTH    CLASS I
 BU2076
 BU2076.The horizontal coordinates were established by GPS observations
 BU2076.and adjusted by the National Geodetic Survey in December 1992..
 BU2076
 BU2076.The orthometric height was determined by GPS observations and a
 BU2076.high-resolution geoid model.
 BU2076
 BU2076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2076
 BU2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2076
 BU2076.The ellipsoidal height was determined by GPS observations
 BU2076.and is referenced to NAD 83.
 BU2076
 BU2076.The geoid height was determined by GEOID03.
 BU2076
 BU2076;                    North         East     Units Scale Factor Converg.
 BU2076;SPC AL E     -   159,169.509   179,499.336   MT  0.99996518   -0 06 52.9
 BU2076;UTM  16      - 3,533,676.900   589,783.573   MT  0.99969941   +0 30 08.9
 BU2076
 BU2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2076!SPC AL E     -   0.99997540  x   0.99996518  =   0.99994058
 BU2076!UTM  16      -   0.99997540  x   0.99969941  =   0.99967482
 BU2076
 BU2076:                Primary Azimuth Mark                     Grid Az
 BU2076:SPC AL E     -  55 1                                     166 09 45.0
 BU2076:UTM  16      -  55 1                                     165 32 43.2
 BU2076
 BU2076|---------------------------------------------------------------------|
 BU2076| PID    Reference Object                     Distance      Geod. Az  |
 BU2076|                                                           dddmmss.s |
 BU2076| BU2075 55 1                                APPROX. 0.5 KM 1660252.1 |
 BU2076|---------------------------------------------------------------------|
 BU2076
 BU2076                          SUPERSEDED SURVEY CONTROL
 BU2076
 BU2076  ELLIP H (12/04/92)  156.75   (m)                       GP(       ) 4 1
 BU2076  NAD 83(1986)-  31 56 07.70618(N)    086 03 00.51890(W) AD(       ) 1
 BU2076  NGVD 29 (12/04/92)  183.6    (m)          602.     (f) GPS OBS        
 BU2076
 BU2076.Superseded values are not recommended for survey control.
 BU2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2076.See file dsdata.txt to determine how the superseded data were derived.
 BU2076
 BU2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8978433677(NAD 83)
 BU2076_MARKER: DD = SURVEY DISK
 BU2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2076_SP_SET: CONCRETE POST
 BU2076_STAMPING: 55-2 1991
 BU2076_MARK LOGO: ALHD  
 BU2076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2076+STABILITY: SURFACE MOTION
 BU2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2076+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BU2076
 BU2076  HISTORY     - Date     Condition        Report By
 BU2076  HISTORY     - 1991     MONUMENTED       ALHD
 BU2076
 BU2076                          STATION DESCRIPTION
 BU2076
 BU2076'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2076'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 BU2076'AN UNPAVED COUNTY ROAD, ABOUT 9.85 MI (15.85 KM) NORTH-NORTHWEST OF
 BU2076'TROY AND ABOUT 10.90 MI (17.54 KM) NORTHEAST OF PETREY.
 BU2076'TO REACH THE STATION FROM THE UNDERPASS UNDER U.S. 29 AND ALA 10 ON
 BU2076'U.S. 231 (MILE POST 77.65 ON U.S. 231) IN TROY, DRIVE NORTH ON U.S.
 BU2076'231 FOR 7.95 MI (12.79 KM) TO MILE POST 85.60 AND PIKE COUNTY ROAD
 BU2076'NO. 17 LEFT AND RIGHT, TURN LEFT ON PIKE COUNTY ROAD NO. 17 AND DRIVE
 BU2076'NORTHWEST FOR 2.25 MI (3.62 KM) TO THE END OF PAVEMENT, CONTINUE
 BU2076'NORTHWEST FOR 0.20 MI (0.32 KM) TO A Y-INTERSECTION, BEAR LEFT AND
 BU2076'DRIVE NORTHWEST FOR 0.20 MI (0.32 KM) TO A REVERSE Y-INTERSECTION,
 BU2076'BEAR LEFT AND DRIVE NORTHWEST FOR 0.15 MI (0.24 KM) TO AN UNPAVED
 BU2076'COUNTY ROAD ON THE LEFT, TURN LEFT AND DRIVE SOUTHWEST FOR 0.30 MI
 BU2076'(0.48 KM) TO AN UNPAVED COUNTY ROAD ON THE LEFT, TURN LEFT AND DRIVE
 BU2076'SOUTH FOR 0.30 MI (0.48 KM) TO THE STATION ON THE RIGHT.
 BU2076'THE STATION IS 5.5 FT (1.7 M) SOUTHWEST OF A TWO FOOT VERTICAL
 BU2076'BACKSLOPE, 21.0 FT (6.4 M) SOUTHWEST OF THE CENTER OF AN UNPAVED
 BU2076'COUNTY ROAD, 2.1 FT (0.6 M) EAST-NORTHEAST OF A CARSONITE WITNESS
 BU2076'POST, AND SET FLUSH WITH THE GROUND.
 BU2076'STATION 55-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2515 ***********************************************************************
 AA2515  DESIGNATION -  55 20
 AA2515  PID         -  AA2515
 AA2515  STATE/COUNTY-  AL/PIKE
 AA2515  USGS QUAD   -  PETREY (1968)
 AA2515
 AA2515                         *CURRENT SURVEY CONTROL
 AA2515  ___________________________________________________________________
 AA2515* NAD 83(1992)-  31 50 11.70416(N)    086 08 44.85083(W)     ADJUSTED  
 AA2515* NAVD 88     -       161.4    (meters)     530.     (feet)  VERTCON   
 AA2515  ___________________________________________________________________
 AA2515  X           -     364,573.293 (meters)                     COMP
 AA2515  Y           -  -5,411,486.266 (meters)                     COMP
 AA2515  Z           -   3,345,121.847 (meters)                     COMP
 AA2515  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AA2515  ELLIP HEIGHT-         134.69  (meters)          (07/29/02) GPS OBS
 AA2515  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 AA2515
 AA2515  HORZ ORDER  -  FIRST
 AA2515  ELLP ORDER  -  FOURTH    CLASS I
 AA2515
 AA2515.The horizontal coordinates were established by GPS observations
 AA2515.and adjusted by the National Geodetic Survey in November 1994..
 AA2515
 AA2515.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2515
 AA2515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2515
 AA2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2515
 AA2515.The ellipsoidal height was determined by GPS observations
 AA2515.and is referenced to NAD 83.
 AA2515
 AA2515.The geoid height was determined by GEOID03.
 AA2515
 AA2515;                    North         East     Units Scale Factor Converg.
 AA2515;SPC AL E     -   148,226.924   170,423.680   MT  0.99997078   -0 09 53.4
 AA2515;UTM  16      - 3,522,640.397   580,828.634   MT  0.99968057   +0 27 02.2
 AA2515
 AA2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2515!SPC AL E     -   0.99997885  x   0.99997078  =   0.99994963
 AA2515!UTM  16      -   0.99997885  x   0.99968057  =   0.99965943
 AA2515
 AA2515:                Primary Azimuth Mark                     Grid Az
 AA2515:SPC AL E     -  55 21                                    013 44 31.3
 AA2515:UTM  16      -  55 21                                    013 07 35.7
 AA2515
 AA2515|---------------------------------------------------------------------|
 AA2515| PID    Reference Object                     Distance      Geod. Az  |
 AA2515|                                                           dddmmss.s |
 AA2515| AA2516 55 21                               476.049 METERS 0133437.9 |
 AA2515|---------------------------------------------------------------------|
 AA2515
 AA2515                          SUPERSEDED SURVEY CONTROL
 AA2515
 AA2515  ELLIP H (11/30/94)  134.74   (m)                       GP(       ) 4 1
 AA2515  NGVD 29 (11/30/94)  161.4    (m)          530.     (f) GPS OBS        
 AA2515
 AA2515.Superseded values are not recommended for survey control.
 AA2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2515.See file dsdata.txt to determine how the superseded data were derived.
 AA2515
 AA2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8082922640(NAD 83)
 AA2515_MARKER: DD = SURVEY DISK
 AA2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2515_SP_SET: CONCRETE POST
 AA2515_STAMPING: 55-20 1992
 AA2515_MARK LOGO: ALHD  
 AA2515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2515+STABILITY: SURFACE MOTION
 AA2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2515+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2515
 AA2515  HISTORY     - Date     Condition        Report By
 AA2515  HISTORY     - 1992     MONUMENTED       ALHD
 AA2515
 AA2515                          STATION DESCRIPTION
 AA2515
 AA2515'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2515'THE STATION IS LOCATED IN PIKE COUNTY IN THE SOUTHEAST QUADRANT OF THE
 AA2515'INTERSECTION OF PIKE COUNTY ROAD NO. 5 AND A GRAVEL ROAD, ABOUT 3.75
 AA2515'MI (6.03 KM) EAST-SOUTHEAST OF PETREY AND ABOUT 10.25 MI (16.50 KM)
 AA2515'WEST-NORTHWEST OF TROY. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA2515'29, ALA. 10 AND U.S. 231, AT THE OVERPASS BRIDGE IN TROY, (MILE POST
 AA2515'181.00 ON ALA 10 AND MILE POST 77.60 ON U.S. 231), DRIVE WEST ON U.S.
 AA2515'29 AND ALA 10 FOR 9.65 MI (15.53 KM) TO MILE POST 171.35 AND A PAVED
 AA2515'CROSS ROADS WITH U.S. 29 AND ALA 10 STRAIGHT AHEAD AND PIKE COUNTY
 AA2515'ROAD NO. 5 LEFT AND RIGHT, TURN RIGHT AND DRIVE NORTH FOR 1.10 MI
 AA2515'(1.77 KM) TO PIKE COUNTY ROAD NO. 5 RIGHT AND A PAVED COUNTY ROAD TO
 AA2515'THE LEFT, TURN RIGHT ON PIKE COUNTY ROAD NO. 5 AND DRIVE NORTH FOR
 AA2515'1.05 MI (1.69 KM) TO A CROSS ROADS WITH PIKE COUNTY ROAD NO. 5
 AA2515'STRAIGHT AHEAD AND A GRAVEL ROAD LEFT AND RIGHT AND THE STATION IN THE
 AA2515'SOUTHEAST QUADRANT OF THE INTERSECTION. THE STATION IS 36.0 FT (11.0
 AA2515'M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 44.2 FT (13.5 M) EAST OF THE
 AA2515'CENTERLINE OF PIKE COUNTY ROAD NO. 5, 45.8 FT (14.0 M) SOUTH-SOUTHEAST
 AA2515'OF THE CENTER OF THE INTERSECTION OF PIKE COUNTY ROAD NO. 5 AND A
 AA2515'GRAVEL ROAD, 91.1 FT (27.8 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL
 AA2515'NO. 131 24 ACROSS PIKE COUNTY ROAD NO. 5, 2.6 FT (0.8 M) NORTH OF A
 AA2515'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 55-21
 AA2515'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2516 ***********************************************************************
 AA2516  DESIGNATION -  55 21
 AA2516  PID         -  AA2516
 AA2516  STATE/COUNTY-  AL/PIKE
 AA2516  USGS QUAD   -  PETREY (1968)
 AA2516
 AA2516                         *CURRENT SURVEY CONTROL
 AA2516  ___________________________________________________________________
 AA2516* NAD 83(1992)-  31 50 26.72782(N)    086 08 40.60051(W)     ADJUSTED  
 AA2516* NAVD 88     -       162.7    (meters)     534.     (feet)  VERTCON   
 AA2516  ___________________________________________________________________
 AA2516  X           -     364,668.457 (meters)                     COMP
 AA2516  Y           -  -5,411,236.196 (meters)                     COMP
 AA2516  Z           -   3,345,515.602 (meters)                     COMP
 AA2516  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA2516  ELLIP HEIGHT-         135.88  (meters)          (07/29/02) GPS OBS
 AA2516  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AA2516
 AA2516  HORZ ORDER  -  FIRST
 AA2516  ELLP ORDER  -  FOURTH    CLASS I
 AA2516
 AA2516.The horizontal coordinates were established by GPS observations
 AA2516.and adjusted by the National Geodetic Survey in November 1994..
 AA2516
 AA2516.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2516
 AA2516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2516
 AA2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2516
 AA2516.The ellipsoidal height was determined by GPS observations
 AA2516.and is referenced to NAD 83.
 AA2516
 AA2516.The geoid height was determined by GEOID03.
 AA2516
 AA2516;                    North         East     Units Scale Factor Converg.
 AA2516;SPC AL E     -   148,689.333   170,536.763   MT  0.99997070   -0 09 51.2
 AA2516;UTM  16      - 3,523,103.859   580,936.712   MT  0.99968079   +0 27 04.7
 AA2516
 AA2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2516!SPC AL E     -   0.99997866  x   0.99997070  =   0.99994937
 AA2516!UTM  16      -   0.99997866  x   0.99968079  =   0.99965946
 AA2516
 AA2516:                Primary Azimuth Mark                     Grid Az
 AA2516:SPC AL E     -  55 20                                    193 44 31.4
 AA2516:UTM  16      -  55 20                                    193 07 35.5
 AA2516
 AA2516|---------------------------------------------------------------------|
 AA2516| PID    Reference Object                     Distance      Geod. Az  |
 AA2516|                                                           dddmmss.s |
 AA2516| AA2515 55 20                               476.049 METERS 1933440.2 |
 AA2516|---------------------------------------------------------------------|
 AA2516
 AA2516                          SUPERSEDED SURVEY CONTROL
 AA2516
 AA2516  ELLIP H (11/30/94)  135.94   (m)                       GP(       ) 4 1
 AA2516  NGVD 29 (11/30/94)  162.6    (m)          533.     (f) GPS OBS        
 AA2516
 AA2516.Superseded values are not recommended for survey control.
 AA2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2516.See file dsdata.txt to determine how the superseded data were derived.
 AA2516
 AA2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8093723104(NAD 83)
 AA2516_MARKER: DD = SURVEY DISK
 AA2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2516_SP_SET: CONCRETE POST
 AA2516_STAMPING: 55-21 1992
 AA2516_MARK LOGO: ALHD  
 AA2516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2516+STABILITY: SURFACE MOTION
 AA2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2516+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2516
 AA2516  HISTORY     - Date     Condition        Report By
 AA2516  HISTORY     - 1992     MONUMENTED       ALHD
 AA2516
 AA2516                          STATION DESCRIPTION
 AA2516
 AA2516'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2516'THE STATION IS LOCATED IN PIKE COUNTY ON THE WEST RIGHT OF WAY OF PIKE
 AA2516'COUNTY ROAD NO. 5, ABOUT 3.60 MI (5.79 KM) EAST-SOUTHEAST OF PETREY
 AA2516'AND ABOUT 10.40 MI (16.74 KM) WEST-NORTHWEST OF TROY. TO REACH THE
 AA2516'STATION FROM THE JUNCTION OF U.S. 29, ALA. 10 AND U.S. 231, AT THE
 AA2516'OVERPASS BRIDGE IN TROY, (MILE POST 181.00 ON ALA 10 AND MILE POST
 AA2516'77.60 ON U.S. 231), DRIVE WEST ON U.S. 29 AND ALA 10 FOR 9.65 MI
 AA2516'(15.53 KM) TO MILE POST 171.35 AND A PAVED CROSS ROADS WITH U.S. 29
 AA2516'AND ALA 10 STRAIGHT AHEAD AND PIKE COUNTY ROAD NO. 5 LEFT AND RIGHT,
 AA2516'TURN RIGHT AND DRIVE NORTH FOR 1.10 MI (1.77 KM) TO PIKE COUNTY ROAD
 AA2516'NO. 5 RIGHT AND A PAVED COUNTY ROAD TO THE LEFT, TURN RIGHT ON PIKE
 AA2516'COUNTY ROAD NO. 5 AND DRIVE NORTH FOR 1.30 MI (2.09 KM) TO THE STATION
 AA2516'ON THE LEFT. THE STATION IS 42.7 FT (13.0 M) WEST-NORTHWEST OF THE
 AA2516'CENTERLINE OF PIKE COUNTY ROAD NO. 5, 2.2 FT (0.7 M) EAST OF A
 AA2516'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 55-20
 AA2516'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2517 ***********************************************************************
 AA2517  DESIGNATION -  55 22
 AA2517  PID         -  AA2517
 AA2517  STATE/COUNTY-  AL/PIKE
 AA2517  USGS QUAD   -  YOUNGBLOOD (1981)
 AA2517
 AA2517                         *CURRENT SURVEY CONTROL
 AA2517  ___________________________________________________________________
 AA2517* NAD 83(1992)-  31 48 16.70478(N)    086 03 52.32017(W)     ADJUSTED  
 AA2517* NAVD 88     -       107.1    (meters)     351.     (feet)  VERTCON   
 AA2517  ___________________________________________________________________
 AA2517  X           -     372,372.666 (meters)                     COMP
 AA2517  Y           -  -5,412,781.011 (meters)                     COMP
 AA2517  Z           -   3,342,083.450 (meters)                     COMP
 AA2517  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AA2517  ELLIP HEIGHT-          80.42  (meters)          (07/29/02) GPS OBS
 AA2517  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AA2517
 AA2517  HORZ ORDER  -  FIRST
 AA2517  ELLP ORDER  -  FOURTH    CLASS I
 AA2517
 AA2517.The horizontal coordinates were established by GPS observations
 AA2517.and adjusted by the National Geodetic Survey in November 1994..
 AA2517
 AA2517.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2517
 AA2517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2517
 AA2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2517
 AA2517.The ellipsoidal height was determined by GPS observations
 AA2517.and is referenced to NAD 83.
 AA2517
 AA2517.The geoid height was determined by GEOID03.
 AA2517
 AA2517;                    North         East     Units Scale Factor Converg.
 AA2517;SPC AL E     -   144,665.704   178,107.835   MT  0.99996591   -0 07 18.7
 AA2517;UTM  16      - 3,519,162.857   588,548.421   MT  0.99969670   +0 29 35.0
 AA2517
 AA2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2517!SPC AL E     -   0.99998737  x   0.99996591  =   0.99995328
 AA2517!UTM  16      -   0.99998737  x   0.99969670  =   0.99968408
 AA2517
 AA2517:                Primary Azimuth Mark                     Grid Az
 AA2517:SPC AL E     -  55 23                                    263 58 03.9
 AA2517:UTM  16      -  55 23                                    263 21 10.2
 AA2517
 AA2517|---------------------------------------------------------------------|
 AA2517| PID    Reference Object                     Distance      Geod. Az  |
 AA2517|                                                           dddmmss.s |
 AA2517| AA2518 55 23                               APPROX. 0.5 KM 2635045.2 |
 AA2517|---------------------------------------------------------------------|
 AA2517
 AA2517                          SUPERSEDED SURVEY CONTROL
 AA2517
 AA2517  ELLIP H (11/30/94)   80.46   (m)                       GP(       ) 4 1
 AA2517  NGVD 29 (11/30/94)  107.0    (m)          351.     (f) GPS OBS        
 AA2517
 AA2517.Superseded values are not recommended for survey control.
 AA2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2517.See file dsdata.txt to determine how the superseded data were derived.
 AA2517
 AA2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8854819163(NAD 83)
 AA2517_MARKER: DD = SURVEY DISK
 AA2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2517_SP_SET: CONCRETE POST
 AA2517_STAMPING: 55-22 1992
 AA2517_MARK LOGO: ALHD  
 AA2517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2517+STABILITY: SURFACE MOTION
 AA2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2517+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2517
 AA2517  HISTORY     - Date     Condition        Report By
 AA2517  HISTORY     - 1992     MONUMENTED       ALHD
 AA2517
 AA2517                          STATION DESCRIPTION
 AA2517
 AA2517'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2517'THE STATION IS LOCATED IN PIKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2517'U.S. 29 AND ALA 10, ABOUT 5.40 MI (8.69 KM) WEST OF TROY AND ABOUT
 AA2517'8.80 MI (14.16 KM) EAST-SOUTHEAST OF PETREY. TO REACH THE STATION FROM
 AA2517'THE JUNCTION OF U.S. 29, ALA. 10 AND U.S. 231, AT THE OVERPASS BRIDGE
 AA2517'IN TROY, (MILE POST 181.00 ON ALA 10 AND MILE POST 77.60 ON U.S. 231),
 AA2517'DRIVE WEST ON U.S. 29 AND ALA 10 FOR 4.65 MI (7.48 KM) TO MILE POST
 AA2517'176.35 AND PIKE COUNTY ROAD NO. 25 ON THE LEFT AND THE STATION ON THE
 AA2517'RIGHT. THE STATION IS 2.8 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED
 AA2517'WIRE FENCE ON WOOD POST, 12.9 FT (3.9 M) WEST OF A CABLE ROUTE MARKER
 AA2517'AND POST, 23.5 FT (7.2 M) NORTH OF THE WEST LEG OF A GRAPHIC
 AA2517'INTERSECTION SIGN, 46.8 FT (14.3 M) NORTH OF THE CENTERLINE OF U.S. 29
 AA2517'AND ALA 10, 58.5 FT (17.8 M) EAST-NORTHEAST OF A REFLECTOR POST, 67.0
 AA2517'FT (20.4 M) NORTH-NORTHEAST OF THE CENTER OF THE INTERSECTION OF U.S.
 AA2517'29, ALA 10 AND A PAVED COUNTY ROAD, 97.6 FT (29.7 M) EAST OF A POWER
 AA2517'POLE, 2.6 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2517'WITH THE GROUND. STATION 55-23 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2517'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2518 ***********************************************************************
 AA2518  DESIGNATION -  55 23
 AA2518  PID         -  AA2518
 AA2518  STATE/COUNTY-  AL/PIKE
 AA2518  USGS QUAD   -  YOUNGBLOOD (1981)
 AA2518
 AA2518                         *CURRENT SURVEY CONTROL
 AA2518  ___________________________________________________________________
 AA2518* NAD 83(1992)-  31 48 14.91862(N)    086 04 11.71337(W)     ADJUSTED  
 AA2518* NAVD 88     -       122.6    (meters)     402.     (feet)  VERTCON   
 AA2518  ___________________________________________________________________
 AA2518  X           -     371,866.640 (meters)                     COMP
 AA2518  Y           -  -5,412,858.066 (meters)                     COMP
 AA2518  Z           -   3,342,044.863 (meters)                     COMP
 AA2518  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AA2518  ELLIP HEIGHT-          95.92  (meters)          (07/29/02) GPS OBS
 AA2518  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 AA2518
 AA2518  HORZ ORDER  -  FIRST
 AA2518  ELLP ORDER  -  FOURTH    CLASS I
 AA2518
 AA2518.The horizontal coordinates were established by GPS observations
 AA2518.and adjusted by the National Geodetic Survey in November 1994..
 AA2518
 AA2518.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2518
 AA2518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2518
 AA2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2518
 AA2518.The ellipsoidal height was determined by GPS observations
 AA2518.and is referenced to NAD 83.
 AA2518
 AA2518.The geoid height was determined by GEOID03.
 AA2518
 AA2518;                    North         East     Units Scale Factor Converg.
 AA2518;SPC AL E     -   144,611.788   177,597.623   MT  0.99996619   -0 07 28.9
 AA2518;UTM  16      - 3,519,103.484   588,038.955   MT  0.99969559   +0 29 24.7
 AA2518
 AA2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2518!SPC AL E     -   0.99998494  x   0.99996619  =   0.99995113
 AA2518!UTM  16      -   0.99998494  x   0.99969559  =   0.99968053
 AA2518
 AA2518:                Primary Azimuth Mark                     Grid Az
 AA2518:SPC AL E     -  55 22                                    083 58 03.9
 AA2518:UTM  16      -  55 22                                    083 21 10.3
 AA2518
 AA2518|---------------------------------------------------------------------|
 AA2518| PID    Reference Object                     Distance      Geod. Az  |
 AA2518|                                                           dddmmss.s |
 AA2518| AA2517 55 22                               APPROX. 0.5 KM 0835035.0 |
 AA2518|---------------------------------------------------------------------|
 AA2518
 AA2518                          SUPERSEDED SURVEY CONTROL
 AA2518
 AA2518  ELLIP H (11/30/94)   95.97   (m)                       GP(       ) 4 1
 AA2518  NGVD 29 (11/30/94)  122.6    (m)          402.     (f) GPS OBS        
 AA2518
 AA2518.Superseded values are not recommended for survey control.
 AA2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2518.See file dsdata.txt to determine how the superseded data were derived.
 AA2518
 AA2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8803919103(NAD 83)
 AA2518_MARKER: DD = SURVEY DISK
 AA2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2518_SP_SET: CONCRETE POST
 AA2518_STAMPING: 55-23 1992
 AA2518_MARK LOGO: ALHD  
 AA2518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2518+STABILITY: SURFACE MOTION
 AA2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2518+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2518
 AA2518  HISTORY     - Date     Condition        Report By
 AA2518  HISTORY     - 1992     MONUMENTED       ALHD
 AA2518
 AA2518                          STATION DESCRIPTION
 AA2518
 AA2518'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2518'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2518'U.S. 29 AND ALA 10, ABOUT 5.80 MI (9.33 KM) WEST OF TROY AND ABOUT
 AA2518'8.50 MI (13.68 KM) EAST-SOUTHEAST OF PETREY. TO REACH THE STATION FROM
 AA2518'THE JUNCTION OF U.S. 29, ALA. 10 AND U.S. 231, AT THE OVERPASS BRIDGE
 AA2518'IN TROY, (MILE POST 181.00 ON ALA 10 AND MILE POST 77.60 ON U.S. 231),
 AA2518'DRIVE WEST ON U.S. 29 AND ALA 10 FOR 5.00 MI (8.05 KM) TO MILE POST
 AA2518'176.00 AND AND THE STATION ON THE LEFT. THE STATION IS 35.0 FT (10.7
 AA2518'M) SOUTH-SOUTHEAST OF MILE POST NO. 176, 50.4 FT (15.4 M) SOUTH OF THE
 AA2518'CENTERLINE OF U.S. 29 AND ALA 10, 108.0 FT (32.9 M) EAST OF TELEPHONE
 AA2518'CABLE PEDESTAL NO. 76 AND A POWER POLE, 2.1 FT (0.6 M) SOUTH OF A
 AA2518'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 55-22
 AA2518'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2519 ***********************************************************************
 AA2519  DESIGNATION -  55 24
 AA2519  PID         -  AA2519
 AA2519  STATE/COUNTY-  AL/PIKE
 AA2519  USGS QUAD   -  TROY (1981)
 AA2519
 AA2519                         *CURRENT SURVEY CONTROL
 AA2519  ___________________________________________________________________
 AA2519* NAD 83(1992)-  31 46 47.43188(N)    085 59 39.42888(W)     ADJUSTED  
 AA2519* NAVD 88     -       154.1    (meters)     506.     (feet)  VERTCON   
 AA2519  ___________________________________________________________________
 AA2519  X           -     379,112.728 (meters)                     COMP
 AA2519  Y           -  -5,413,805.469 (meters)                     COMP
 AA2519  Z           -   3,339,771.098 (meters)                     COMP
 AA2519  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AA2519  ELLIP HEIGHT-         127.53  (meters)          (07/29/02) GPS OBS
 AA2519  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AA2519
 AA2519  HORZ ORDER  -  FIRST
 AA2519  ELLP ORDER  -  FOURTH    CLASS I
 AA2519
 AA2519.The horizontal coordinates were established by GPS observations
 AA2519.and adjusted by the National Geodetic Survey in November 1994..
 AA2519
 AA2519.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2519
 AA2519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2519
 AA2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2519
 AA2519.The ellipsoidal height was determined by GPS observations
 AA2519.and is referenced to NAD 83.
 AA2519
 AA2519.The geoid height was determined by GEOID03.
 AA2519
 AA2519;                    North         East     Units Scale Factor Converg.
 AA2519;SPC AL E     -   141,904.129   184,755.468   MT  0.99996287   -0 05 05.2
 AA2519;UTM  16      - 3,516,473.456   595,223.561   MT  0.99971183   +0 31 46.9
 AA2519
 AA2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2519!SPC AL E     -   0.99997998  x   0.99996287  =   0.99994285
 AA2519!UTM  16      -   0.99997998  x   0.99971183  =   0.99969181
 AA2519
 AA2519:                Primary Azimuth Mark                     Grid Az
 AA2519:SPC AL E     -  55 25                                    239 40 32.5
 AA2519:UTM  16      -  55 25                                    239 03 40.4
 AA2519
 AA2519|---------------------------------------------------------------------|
 AA2519| PID    Reference Object                     Distance      Geod. Az  |
 AA2519|                                                           dddmmss.s |
 AA2519| AA2520 55 25                               APPROX. 0.6 KM 2393527.3 |
 AA2519|---------------------------------------------------------------------|
 AA2519
 AA2519                          SUPERSEDED SURVEY CONTROL
 AA2519
 AA2519  ELLIP H (11/30/94)  127.57   (m)                       GP(       ) 4 1
 AA2519  NGVD 29 (11/30/94)  154.1    (m)          506.     (f) GPS OBS        
 AA2519
 AA2519.Superseded values are not recommended for survey control.
 AA2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2519.See file dsdata.txt to determine how the superseded data were derived.
 AA2519
 AA2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA9522416473(NAD 83)
 AA2519_MARKER: DD = SURVEY DISK
 AA2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2519_SP_SET: CONCRETE POST
 AA2519_STAMPING: 55-24 1992
 AA2519_MARK LOGO: ALHD  
 AA2519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2519+STABILITY: SURFACE MOTION
 AA2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2519+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2519
 AA2519  HISTORY     - Date     Condition        Report By
 AA2519  HISTORY     - 1992     MONUMENTED       ALHD
 AA2519
 AA2519                          STATION DESCRIPTION
 AA2519
 AA2519'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2519'THE STATION IS LOCATED IN PIKE COUNTY IN THE NORTHWEST QUADRANT OF THE
 AA2519'INTERSECTION OF PIKE COUNTY ROAD NO. 21, (SOUTH THREE NOTCH STREET),
 AA2519'AND HOLMES STREET, ABOUT 2.35 MI (3.78 KM) SOUTHWEST OF TROY AND ABOUT
 AA2519'6.40 MI (10.30 KM) NORTH-NORTHWEST OF SPRING HILL. TO REACH THE
 AA2519'STATION FROM THE JUNCTION OF ALA 87, ALA 167, U.S. 231 AND ALA 10, AT
 AA2519'A TRAFFIC LIGHT IN TROY, (MILE POST 61.65 ON ALA 87 AND MILE POST
 AA2519'183.05 ON ALA 10), DRIVE NORTH ON U.S. 231 AND ALA 10 FOR 0.90 MI
 AA2519'(1.45 KM) TO MILE POST 183.85 AND A PAVED CROSSROADS WITH PIKE COUNTY
 AA2519'ROAD NO. 21 (THREE NOTCH STREET), LEFT AND RIGHT AND U.S. 231 AND ALA
 AA2519'10 STRAIGHT AHEAD, AT A TRAFFIC LIGHT, TURN LEFT ON PIKE COUNTY ROAD
 AA2519'NO. 21 (SOUTH THREE NOTCH STREET), AND DRIVE SOUTHWEST FOR 1.40 MI
 AA2519'(2.25 KM) TO THE STATION IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 AA2519'OF PIKE COUNTY ROAD NO. 21 (SOUTH THREE NOTCH STREET), AND HOLMES
 AA2519'STREET. THE STATION IS 23.7 FT (7.2 M) SOUTH-SOUTHEAST OF THE
 AA2519'SOUTHEAST RAIL OF A RAILROAD TRACK, 28.7 FT (8.7 M) SOUTH-SOUTHEAST OF
 AA2519'THE NORTHWEST RAIL OF A RAIL ROAD TRACK, 38.0 FT (11.6 M) WEST OF
 AA2519'TELEPHONE CABLE PEDESTAL NO. SS, 46.6 FT (14.2 M) WEST OF TELEPHONE
 AA2519'CABLE PEDESTAL NO. 61 AND POWER POLE WITH A SECURITY LIGHT, 48.9 FT
 AA2519'(14.9 M) NORTH-NORTHWEST OF THE CENTERLINE OF PIKE COUNTY ROAD NO. 21,
 AA2519'(SOUTH THREE NOTCH STREET), 70.0 FT (21.3 M) WEST-SOUTHWEST OF THE
 AA2519'CENTER OF HOLMES STREET, 82.5 FT (25.1 M) WEST OF THE CENTER OF THE
 AA2519'INTERSECTION OF PIKE COUNTY ROAD NO. 21, (SOUTH THREE NOTCH STREET),
 AA2519'AND HOLMES STREET, 1.7 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS
 AA2519'POST, AND SET FLUSH WITH THE GROUND. STATION 55-25 1992 MAY BE USED AS
 AA2519'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2520 ***********************************************************************
 AA2520  DESIGNATION -  55 25
 AA2520  PID         -  AA2520
 AA2520  STATE/COUNTY-  AL/PIKE
 AA2520  USGS QUAD   -  TROY (1981)
 AA2520
 AA2520                         *CURRENT SURVEY CONTROL
 AA2520  ___________________________________________________________________
 AA2520* NAD 83(1992)-  31 46 38.19375(N)    085 59 57.85419(W)     ADJUSTED  
 AA2520* NAVD 88     -       153.7    (meters)     504.     (feet)  VERTCON   
 AA2520  ___________________________________________________________________
 AA2520  X           -     378,639.549 (meters)                     COMP
 AA2520  Y           -  -5,413,988.428 (meters)                     COMP
 AA2520  Z           -   3,339,528.975 (meters)                     COMP
 AA2520  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AA2520  ELLIP HEIGHT-         127.09  (meters)          (07/29/02) GPS OBS
 AA2520  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 AA2520
 AA2520  HORZ ORDER  -  FIRST
 AA2520  ELLP ORDER  -  FOURTH    CLASS I
 AA2520
 AA2520.The horizontal coordinates were established by GPS observations
 AA2520.and adjusted by the National Geodetic Survey in November 1994..
 AA2520
 AA2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2520
 AA2520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2520
 AA2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2520
 AA2520.The ellipsoidal height was determined by GPS observations
 AA2520.and is referenced to NAD 83.
 AA2520
 AA2520.The geoid height was determined by GEOID03.
 AA2520
 AA2520;                    North         East     Units Scale Factor Converg.
 AA2520;SPC AL E     -   141,620.326   184,270.271   MT  0.99996305   -0 05 14.8
 AA2520;UTM  16      - 3,516,184.539   594,741.556   MT  0.99971070   +0 31 37.1
 AA2520
 AA2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2520!SPC AL E     -   0.99998004  x   0.99996305  =   0.99994310
 AA2520!UTM  16      -   0.99998004  x   0.99971070  =   0.99969075
 AA2520
 AA2520:                Primary Azimuth Mark                     Grid Az
 AA2520:SPC AL E     -  55 24                                    059 40 32.4
 AA2520:UTM  16      -  55 24                                    059 03 40.5
 AA2520
 AA2520|---------------------------------------------------------------------|
 AA2520| PID    Reference Object                     Distance      Geod. Az  |
 AA2520|                                                           dddmmss.s |
 AA2520| AA2519 55 24                               APPROX. 0.6 KM 0593517.6 |
 AA2520|---------------------------------------------------------------------|
 AA2520
 AA2520                          SUPERSEDED SURVEY CONTROL
 AA2520
 AA2520  ELLIP H (11/30/94)  127.14   (m)                       GP(       ) 4 1
 AA2520  NGVD 29 (11/30/94)  153.7    (m)          504.     (f) GPS OBS        
 AA2520
 AA2520.Superseded values are not recommended for survey control.
 AA2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2520.See file dsdata.txt to determine how the superseded data were derived.
 AA2520
 AA2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA9474216185(NAD 83)
 AA2520_MARKER: DD = SURVEY DISK
 AA2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2520_SP_SET: CONCRETE POST
 AA2520_STAMPING: 55-25 1992
 AA2520_MARK LOGO: ALHD  
 AA2520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2520+STABILITY: SURFACE MOTION
 AA2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2520+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2520
 AA2520  HISTORY     - Date     Condition        Report By
 AA2520  HISTORY     - 1992     MONUMENTED       ALHD
 AA2520
 AA2520                          STATION DESCRIPTION
 AA2520
 AA2520'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2520'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2520'PIKE COUNTY ROAD NO. 21, (SOUTH THREE NOTCH STREET), ABOUT 2.65 MI
 AA2520'(4.26 KM) SOUTHWEST OF TROY AND ABOUT 6.25 MI (10.06 KM)
 AA2520'NORTH-NORTHWEST OF SPRING HILL. TO REACH THE STATION FROM THE JUNCTION
 AA2520'OF ALA 87, ALA 167, U.S. 231 AND ALA 10, AT A TRAFFIC LIGHT IN TROY,
 AA2520'(MILE POST 61.65 ON ALA 87 AND MILE POST 183.05 ON ALA 10), DRIVE
 AA2520'NORTH ON U.S. 231 AND ALA 10 FOR 0.90 MI (1.45 KM) TO MILE POST 183.85
 AA2520'AND A PAVED CROSSROADS WITH PIKE COUNTY ROAD NO. 21 (THREE NOTCH
 AA2520'STREET), LEFT AND RIGHT AND U.S. 231 AND ALA 10 STRAIGHT AHEAD, AT A
 AA2520'TRAFFIC LIGHT, TURN LEFT ON PIKE COUNTY ROAD NO. 21 (SOUTH THREE NOTCH
 AA2520'STREET), AND DRIVE SOUTHWEST FOR 1.75 MI (2.82 KM) TO THE STATION ON
 AA2520'THE LEFT. THE STATION IS 38.6 FT (11.8 M) SOUTHEAST OF THE CENTERLINE
 AA2520'OF PIKE COUNTY ROAD NO. 21 (SOUTH THREE NOTCH STREET), 46.0 FT (14.0
 AA2520'M) EAST OF A WATCH FOR TRUCKS SIGN AND POST, 84.9 FT (25.9 M)
 AA2520'EAST-NORTHEAST OF A POWER POLE, 12.2 FT (3.7 M) NORTHWEST OF A
 AA2520'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 55-24
 AA2520'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2521 ***********************************************************************
 AA2521  DESIGNATION -  55 26
 AA2521  PID         -  AA2521
 AA2521  STATE/COUNTY-  AL/PIKE
 AA2521  USGS QUAD   -  BRUNDIDGE NW (1981)
 AA2521
 AA2521                         *CURRENT SURVEY CONTROL
 AA2521  ___________________________________________________________________
 AA2521* NAD 83(1992)-  31 42 26.40242(N)    085 57 32.03958(W)     ADJUSTED  
 AA2521* NAVD 88     -       140.1    (meters)     460.     (feet)  VERTCON   
 AA2521  ___________________________________________________________________
 AA2521  X           -     382,753.490 (meters)                     COMP
 AA2521  Y           -  -5,417,777.989 (meters)                     COMP
 AA2521  Z           -   3,332,926.450 (meters)                     COMP
 AA2521  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA2521  ELLIP HEIGHT-         113.62  (meters)          (07/29/02) GPS OBS
 AA2521  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AA2521
 AA2521  HORZ ORDER  -  FIRST
 AA2521  ELLP ORDER  -  FOURTH    CLASS I
 AA2521
 AA2521.The horizontal coordinates were established by GPS observations
 AA2521.and adjusted by the National Geodetic Survey in November 1994..
 AA2521
 AA2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2521
 AA2521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2521
 AA2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2521
 AA2521.The ellipsoidal height was determined by GPS observations
 AA2521.and is referenced to NAD 83.
 AA2521
 AA2521.The geoid height was determined by GEOID03.
 AA2521
 AA2521;                    North         East     Units Scale Factor Converg.
 AA2521;SPC AL E     -   133,860.152   188,097.760   MT  0.99996175   -0 03 57.6
 AA2521;UTM  16      - 3,508,467.721   598,650.995   MT  0.99972003   +0 32 50.0
 AA2521
 AA2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2521!SPC AL E     -   0.99998216  x   0.99996175  =   0.99994391
 AA2521!UTM  16      -   0.99998216  x   0.99972003  =   0.99970219
 AA2521
 AA2521                          SUPERSEDED SURVEY CONTROL
 AA2521
 AA2521  ELLIP H (11/30/94)  113.65   (m)                       GP(       ) 4 1
 AA2521  NGVD 29 (11/30/94)  140.1    (m)          460.     (f) GPS OBS        
 AA2521
 AA2521.Superseded values are not recommended for survey control.
 AA2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2521.See file dsdata.txt to determine how the superseded data were derived.
 AA2521
 AA2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA9865108468(NAD 83)
 AA2521_MARKER: DD = SURVEY DISK
 AA2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2521_SP_SET: CONCRETE POST
 AA2521_STAMPING: 55-26 1992
 AA2521_MARK LOGO: ALHD  
 AA2521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2521+STABILITY: SURFACE MOTION
 AA2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2521+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2521
 AA2521  HISTORY     - Date     Condition        Report By
 AA2521  HISTORY     - 1992     MONUMENTED       ALHD
 AA2521
 AA2521                          STATION DESCRIPTION
 AA2521
 AA2521'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2521'THE STATION IS LOCATED IN PIKE COUNTY ON THE WEST RIGHT OF WAY OF ALA
 AA2521'87 AND ALA 167, ABOUT 1.15 MI (1.85 KM) NORTH OF SPRING HILL AND ABOUT
 AA2521'6.90 MI (11.10 KM) SOUTH OF TROY. TO REACH THE STATION FROM THE
 AA2521'JUNCTION OF ALA 87, ALA 167, U.S. 231 AND ALA 10, AT A TRAFFIC LIGHT
 AA2521'IN TROY, (MILE POST 61.65 ON ALA 87 AND MILE POST 183.05 ON ALA 10),
 AA2521'DRIVE SOUTH ON ALA 87 AND ALA 167 FOR 5.40 MI (8.69 KM) TO MILE POST
 AA2521'56.25 AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST
 AA2521'OF THE NORTHEAST CORNER OF A FOUR FOOT CHAIN LINK FENCE, 51.0 FT (15.5
 AA2521'M) SOUTH OF THE CENTER OF A DIRT DRIVEWAY, 51.1 FT (15.6 M) WEST OF
 AA2521'THE CENTERLINE OF ALA 87 AND ALA 167, 62.5 FT (19.1 M) NORTH OF THE
 AA2521'NORTH GATE POST OF A FOUR FOOT CHAIN LINK FENCE, 71.6 FT (21.8 M)
 AA2521'NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 89.0 FT (27.1 M) WEST OF
 AA2521'TELEPHONE CABLE CABINET NO. 133 E1 ACROSS ALA 87 AND ALA 167, 3.0 FT
 AA2521'(0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2521'GROUND. STATION 55-27 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2522 ***********************************************************************
 AA2522  DESIGNATION -  55 27
 AA2522  PID         -  AA2522
 AA2522  STATE/COUNTY-  AL/PIKE
 AA2522  USGS QUAD   -  BRUNDIDGE NW (1981)
 AA2522
 AA2522                         *CURRENT SURVEY CONTROL
 AA2522  ___________________________________________________________________
 AA2522* NAD 83(1992)-  31 42 05.76666(N)    085 57 31.51183(W)     ADJUSTED  
 AA2522* NAVD 88     -       144.3    (meters)     473.     (feet)  VERTCON   
 AA2522  ___________________________________________________________________
 AA2522  X           -     382,791.146 (meters)                     COMP
 AA2522  Y           -  -5,418,113.794 (meters)                     COMP
 AA2522  Z           -   3,332,387.917 (meters)                     COMP
 AA2522  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AA2522  ELLIP HEIGHT-         117.84  (meters)          (07/29/02) GPS OBS
 AA2522  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 AA2522
 AA2522  HORZ ORDER  -  FIRST
 AA2522  ELLP ORDER  -  FOURTH    CLASS I
 AA2522
 AA2522.The horizontal coordinates were established by GPS observations
 AA2522.and adjusted by the National Geodetic Survey in November 1994..
 AA2522
 AA2522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2522
 AA2522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2522
 AA2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2522
 AA2522.The ellipsoidal height was determined by GPS observations
 AA2522.and is referenced to NAD 83.
 AA2522
 AA2522.The geoid height was determined by GEOID03.
 AA2522
 AA2522;                    North         East     Units Scale Factor Converg.
 AA2522;SPC AL E     -   133,224.569   188,110.925   MT  0.99996174   -0 03 57.3
 AA2522;UTM  16      - 3,507,832.469   598,670.956   MT  0.99972008   +0 32 50.0
 AA2522
 AA2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2522!SPC AL E     -   0.99998150  x   0.99996174  =   0.99994324
 AA2522!UTM  16      -   0.99998150  x   0.99972008  =   0.99970158
 AA2522
 AA2522                          SUPERSEDED SURVEY CONTROL
 AA2522
 AA2522  ELLIP H (11/30/94)  117.87   (m)                       GP(       ) 4 1
 AA2522  NGVD 29 (11/30/94)  144.3    (m)          473.     (f) GPS OBS        
 AA2522
 AA2522.Superseded values are not recommended for survey control.
 AA2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2522.See file dsdata.txt to determine how the superseded data were derived.
 AA2522
 AA2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA9867107832(NAD 83)
 AA2522_MARKER: DD = SURVEY DISK
 AA2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2522_SP_SET: CONCRETE POST
 AA2522_STAMPING: 55-27 1992
 AA2522_MARK LOGO: ALHD  
 AA2522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2522+STABILITY: SURFACE MOTION
 AA2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2522+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2522
 AA2522  HISTORY     - Date     Condition        Report By
 AA2522  HISTORY     - 1992     MONUMENTED       ALHD
 AA2522
 AA2522                          STATION DESCRIPTION
 AA2522
 AA2522'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2522'THE STATION IS LOCATED IN PIKE COUNTY ON THE EAST RIGHT OF WAY OF ALA
 AA2522'87 AND ALA 167, ABOUT 0.85 MI (1.37 KM) NORTH OF SPRING HILL AND ABOUT
 AA2522'7.25 MI (11.67 KM) SOUTH OF TROY. TO REACH THE STATION FROM THE
 AA2522'JUNCTION OF ALA 87, ALA 167, U.S. 231 AND ALA 10, AT A TRAFFIC LIGHT
 AA2522'IN TROY, (MILE POST 61.65 ON ALA 87 AND MILE POST 183.05 ON ALA 10),
 AA2522'DRIVE SOUTH ON ALA 87 AND ALA 167 FOR 5.80 MI (9.33 KM) TO MILE POST
 AA2522'55.85 AND THE STATION ON THE LEFT. THE STATION IS 2.9 FT (0.9 M) WEST
 AA2522'OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON WOOD POST, 28.5
 AA2522'FT (8.7 M) SOUTH OF THE SOUTH TEN-INCH BRACED WOOD POST, 40.2 FT (12.3
 AA2522'M) EAST OF THE CENTERLINE OF ALA 87 AND ALA 167, 3.2 FT (1.0 M) WEST
 AA2522'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2522'55-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2523 ***********************************************************************
 AA2523  DESIGNATION -  55 28
 AA2523  PID         -  AA2523
 AA2523  STATE/COUNTY-  AL/PIKE
 AA2523  USGS QUAD   -  GOSHEN (1968)
 AA2523
 AA2523                         *CURRENT SURVEY CONTROL
 AA2523  ___________________________________________________________________
 AA2523* NAD 83(1992)-  31 43 32.35871(N)    086 04 16.99258(W)     ADJUSTED  
 AA2523* NAVD 88     -       121.0    (meters)     397.     (feet)  VERTCON   
 AA2523  ___________________________________________________________________
 AA2523  X           -     372,041.917 (meters)                     COMP
 AA2523  Y           -  -5,417,437.172 (meters)                     COMP
 AA2523  Z           -   3,334,644.469 (meters)                     COMP
 AA2523  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AA2523  ELLIP HEIGHT-          94.38  (meters)          (07/29/02) GPS OBS
 AA2523  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AA2523
 AA2523  HORZ ORDER  -  FIRST
 AA2523  ELLP ORDER  -  FOURTH    CLASS I
 AA2523
 AA2523.The horizontal coordinates were established by GPS observations
 AA2523.and adjusted by the National Geodetic Survey in November 1994..
 AA2523
 AA2523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2523
 AA2523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2523
 AA2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2523
 AA2523.The ellipsoidal height was determined by GPS observations
 AA2523.and is referenced to NAD 83.
 AA2523
 AA2523.The geoid height was determined by GEOID03.
 AA2523
 AA2523;                    North         East     Units Scale Factor Converg.
 AA2523;SPC AL E     -   135,909.349   177,439.730   MT  0.99996627   -0 07 30.7
 AA2523;UTM  16      - 3,510,402.208   587,974.376   MT  0.99969545   +0 29 18.0
 AA2523
 AA2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2523!SPC AL E     -   0.99998518  x   0.99996627  =   0.99995145
 AA2523!UTM  16      -   0.99998518  x   0.99969545  =   0.99968063
 AA2523
 AA2523:                Primary Azimuth Mark                     Grid Az
 AA2523:SPC AL E     -  55 29                                    241 10 13.3
 AA2523:UTM  16      -  55 29                                    240 33 24.6
 AA2523
 AA2523|---------------------------------------------------------------------|
 AA2523| PID    Reference Object                     Distance      Geod. Az  |
 AA2523|                                                           dddmmss.s |
 AA2523| AA2524 55 29                               456.677 METERS 2410242.6 |
 AA2523|---------------------------------------------------------------------|
 AA2523
 AA2523                          SUPERSEDED SURVEY CONTROL
 AA2523
 AA2523  ELLIP H (11/30/94)   94.43   (m)                       GP(       ) 4 1
 AA2523  NGVD 29 (11/30/94)  121.0    (m)          397.     (f) GPS OBS        
 AA2523
 AA2523.Superseded values are not recommended for survey control.
 AA2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2523.See file dsdata.txt to determine how the superseded data were derived.
 AA2523
 AA2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8797410402(NAD 83)
 AA2523_MARKER: DD = SURVEY DISK
 AA2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2523_SP_SET: CONCRETE POST
 AA2523_STAMPING: 55-28 1992
 AA2523_MARK LOGO: ALHD  
 AA2523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2523+STABILITY: SURFACE MOTION
 AA2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2523+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2523
 AA2523  HISTORY     - Date     Condition        Report By
 AA2523  HISTORY     - 1992     MONUMENTED       ALHD
 AA2523
 AA2523                          STATION DESCRIPTION
 AA2523
 AA2523'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2523'THE STATION IS LOCATED IN PIKE COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA2523'PAVED COUNTY ROAD, ABOUT 6.95 MI (11.18 KM) NORTHWEST OF SPRING HILL
 AA2523'AND ABOUT 8.05 MI (12.95 KM) SOUTHWEST OF TROY. TO REACH THE STATION
 AA2523'FROM THE JUNCTION OF ALA 87, ALA 167, U.S. 231 AND ALA 10, AT A
 AA2523'TRAFFIC LIGHT IN TROY, (MILE POST 61.65 ON ALA 87 AND MILE POST 183.05
 AA2523'ON ALA 10), DRIVE NORTH ON U.S. 231 AND ALA 10 FOR 0.90 MI (1.45 KM)
 AA2523'TO MILE POST 183.85 AND A PAVED CROSS ROADS WITH PIKE COUNTY ROAD NO.
 AA2523'21 (THREE NOTCH STREET) LEFT AND RIGHT, AND U.S. 231 AND ALA 10
 AA2523'SRAIGHT AHEAD, AT A TRAFFIC LIGHT, TURN LEFT ON PIKE COUNTY ROAD NO.
 AA2523'21, (SOUTH THREE NOTCH STREET), AND DRIVE SOUTHWEST FOR  5.50 MI (8.85
 AA2523'KM) TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED
 AA2523'COUNTY ROAD AND DRIVE WEST FOR 2.50 MI (4.02 KM) TO THE STATION ON THE
 AA2523'RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF THE SOUTHWEST CORNER OF
 AA2523'A THREE STRAND BARBED WIRE FENCE ON WOOD POST, 13.0 FT (4.0 M) EAST OF
 AA2523'THE CENTER OF A GRAVEL DRIVEWAY, 32.5 FT (9.9 M) EAST OF THE EAST
 AA2523'BRACED CROSS TIE POST, 38.3 FT (11.7 M) NORTH OF THE CENTERLINE OF THE
 AA2523'PAVED COUNTY ROAD, 68.3 FT (20.8 M) NORTH OF TELEPHONE CABLE PEDESTAL
 AA2523'NO. D1 38 ACROSS THE PAVED COUNTY ROAD, 113.0 FT (34.4 M) WEST OF
 AA2523'TELEPHONE CABLE PEDESTAL NO. AG 3 14, 2.8 FT (0.9 M) SOUTH OF A
 AA2523'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 55-29
 AA2523'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2524 ***********************************************************************
 AA2524  DESIGNATION -  55 29
 AA2524  PID         -  AA2524
 AA2524  STATE/COUNTY-  AL/PIKE
 AA2524  USGS QUAD   -  GOSHEN (1968)
 AA2524
 AA2524                         *CURRENT SURVEY CONTROL
 AA2524  ___________________________________________________________________
 AA2524* NAD 83(1992)-  31 43 25.18045(N)    086 04 32.17095(W)     ADJUSTED  
 AA2524* NAVD 88     -       115.1    (meters)     378.     (feet)  VERTCON   
 AA2524  ___________________________________________________________________
 AA2524  X           -     371,650.877 (meters)                     COMP
 AA2524  Y           -  -5,417,575.508 (meters)                     COMP
 AA2524  Z           -   3,334,453.299 (meters)                     COMP
 AA2524  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AA2524  ELLIP HEIGHT-          88.47  (meters)          (07/29/02) GPS OBS
 AA2524  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AA2524
 AA2524  HORZ ORDER  -  FIRST
 AA2524  ELLP ORDER  -  FOURTH    CLASS I
 AA2524
 AA2524.The horizontal coordinates were established by GPS observations
 AA2524.and adjusted by the National Geodetic Survey in November 1994..
 AA2524
 AA2524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2524
 AA2524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2524
 AA2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2524
 AA2524.The ellipsoidal height was determined by GPS observations
 AA2524.and is referenced to NAD 83.
 AA2524
 AA2524.The geoid height was determined by GEOID03.
 AA2524
 AA2524;                    North         East     Units Scale Factor Converg.
 AA2524;SPC AL E     -   135,689.143   177,039.668   MT  0.99996650   -0 07 38.6
 AA2524;UTM  16      - 3,510,177.792   587,576.802   MT  0.99969459   +0 29 10.0
 AA2524
 AA2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2524!SPC AL E     -   0.99998611  x   0.99996650  =   0.99995261
 AA2524!UTM  16      -   0.99998611  x   0.99969459  =   0.99968070
 AA2524
 AA2524:                Primary Azimuth Mark                     Grid Az
 AA2524:SPC AL E     -  55 28                                    061 10 13.2
 AA2524:UTM  16      -  55 28                                    060 33 24.6
 AA2524
 AA2524|---------------------------------------------------------------------|
 AA2524| PID    Reference Object                     Distance      Geod. Az  |
 AA2524|                                                           dddmmss.s |
 AA2524| AA2523 55 28                               456.677 METERS 0610234.6 |
 AA2524|---------------------------------------------------------------------|
 AA2524
 AA2524                          SUPERSEDED SURVEY CONTROL
 AA2524
 AA2524  ELLIP H (11/30/94)   88.52   (m)                       GP(       ) 4 1
 AA2524  NGVD 29 (11/30/94)  115.0    (m)          377.     (f) GPS OBS        
 AA2524
 AA2524.Superseded values are not recommended for survey control.
 AA2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2524.See file dsdata.txt to determine how the superseded data were derived.
 AA2524
 AA2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8757710178(NAD 83)
 AA2524_MARKER: DD = SURVEY DISK
 AA2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2524_SP_SET: CONCRETE POST
 AA2524_STAMPING: 55-29 1992
 AA2524_MARK LOGO: ALHD  
 AA2524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2524+STABILITY: SURFACE MOTION
 AA2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2524+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2524
 AA2524  HISTORY     - Date     Condition        Report By
 AA2524  HISTORY     - 1992     MONUMENTED       ALHD
 AA2524
 AA2524                          STATION DESCRIPTION
 AA2524
 AA2524'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2524'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA2524'PAVED COUNTY ROAD, ABOUT 7.05 MI (11.35 KM) NORTHWEST OF SPRING HILL
 AA2524'AND ABOUT 8.40 MI (13.52 KM) SOUTHWEST OF TROY. TO REACH THE STATION
 AA2524'FROM THE JUNCTION OF ALA 87, ALA 167, U.S. 231 AND ALA 10, AT A
 AA2524'TRAFFIC LIGHT IN TROY, (MILE POST 61.65 ON ALA 87 AND MILE POST 183.05
 AA2524'ON ALA 10), DRIVE NORTH ON U.S. 231 AND ALA 10 FOR 0.90 MI (1.45 KM)
 AA2524'TO MILE POST 183.85 AND A PAVED CROSS ROADS WITH PIKE COUNTY ROAD NO.
 AA2524'21 (THREE NOTCH STREET) LEFT AND RIGHT, AND U.S. 231 AND ALA 10
 AA2524'SRAIGHT AHEAD, AT A TRAFFIC LIGHT, TURN LEFT ON PIKE COUNTY ROAD NO.
 AA2524'21 (SOUTH THREE NOTCH STREET), AND DRIVE SOUTHWEST FOR 5.50 MI (8.85
 AA2524'KM) TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE PAVED
 AA2524'COUNTY ROAD AND DRIVE WEST FOR 2.80 MI (4.51 KM) TO THE STATION ON THE
 AA2524'LEFT. THE STATION IS 5.0 FT (1.5 M) WEST-SOUTHWEST OF THE CENTER OF A
 AA2524'GRASSED DRIVEWAY, 36.0 FT (11.0 M) SOUTH-SOUTHEAST OF THE CENTERLINE
 AA2524'OF THE PAVED COUNTY ROAD, 2.6 FT (0.8 M) NORTH OF A CARSONITE WITNESS
 AA2524'POST, AND SET FLUSH WITH THE GROUND. STATION 55-28 1992 MAY BE USED AS
 AA2524'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2397 ***********************************************************************
 BT2397  DESIGNATION -  55 3
 BT2397  PID         -  BT2397
 BT2397  STATE/COUNTY-  AL/PIKE
 BT2397  USGS QUAD   -  JOSIE (1968)
 BT2397
 BT2397                         *CURRENT SURVEY CONTROL
 BT2397  ___________________________________________________________________
 BT2397* NAD 83(1992)-  31 46 20.64581(N)    085 44 41.21504(W)     ADJUSTED  
 BT2397* NAVD 88     -       145.1    (meters)     476.     (feet)  GPS OBS   
 BT2397  ___________________________________________________________________
 BT2397  X           -     402,716.048 (meters)                     COMP
 BT2397  Y           -  -5,412,529.116 (meters)                     COMP
 BT2397  Z           -   3,339,065.122 (meters)                     COMP
 BT2397  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 BT2397  ELLIP HEIGHT-         118.81  (meters)          (07/29/02) GPS OBS
 BT2397  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BT2397
 BT2397  HORZ ORDER  -  FIRST
 BT2397  ELLP ORDER  -  FOURTH    CLASS I
 BT2397
 BT2397.The horizontal coordinates were established by GPS observations
 BT2397.and adjusted by the National Geodetic Survey in December 1992..
 BT2397
 BT2397.The orthometric height was determined by GPS observations and a
 BT2397.high-resolution geoid model.
 BT2397
 BT2397.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2397
 BT2397.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2397
 BT2397.The ellipsoidal height was determined by GPS observations
 BT2397.and is referenced to NAD 83.
 BT2397
 BT2397.The geoid height was determined by GEOID03.
 BT2397
 BT2397;                    North         East     Units Scale Factor Converg.
 BT2397;SPC AL E     -   141,071.265   208,387.767   MT  0.99996087   +0 02 47.9
 BT2397;UTM  16      - 3,515,894.189   618,858.259   MT  0.99977423   +0 39 39.6
 BT2397
 BT2397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2397!SPC AL E     -   0.99998134  x   0.99996087  =   0.99994222
 BT2397!UTM  16      -   0.99998134  x   0.99977423  =   0.99975558
 BT2397
 BT2397:                Primary Azimuth Mark                     Grid Az
 BT2397:SPC AL E     -  55 4                                     000 48 32.2
 BT2397:UTM  16      -  55 4                                     000 11 40.5
 BT2397
 BT2397|---------------------------------------------------------------------|
 BT2397| PID    Reference Object                     Distance      Geod. Az  |
 BT2397|                                                           dddmmss.s |
 BT2397| BT2398 55 4                                APPROX. 0.6 KM 0005120.1 |
 BT2397|---------------------------------------------------------------------|
 BT2397
 BT2397                          SUPERSEDED SURVEY CONTROL
 BT2397
 BT2397  ELLIP H (12/04/92)  118.83   (m)                       GP(       ) 4 1
 BT2397  NAD 83(1986)-  31 46 20.65414(N)    085 44 41.21291(W) AD(       ) 1
 BT2397  NGVD 29 (12/04/92)  145.1    (m)          476.     (f) GPS OBS        
 BT2397
 BT2397.Superseded values are not recommended for survey control.
 BT2397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2397.See file dsdata.txt to determine how the superseded data were derived.
 BT2397
 BT2397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1885815894(NAD 83)
 BT2397_MARKER: DD = SURVEY DISK
 BT2397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2397_SP_SET: CONCRETE POST
 BT2397_STAMPING: 55-3 1991
 BT2397_MARK LOGO: ALHD  
 BT2397_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2397+STABILITY: SURFACE MOTION
 BT2397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2397+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2397
 BT2397  HISTORY     - Date     Condition        Report By
 BT2397  HISTORY     - 1991     MONUMENTED       ALHD
 BT2397
 BT2397                          STATION DESCRIPTION
 BT2397
 BT2397'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2397'THE STATION IS LOCATED IN PIKE COUNTY ON THE WEST RIGHT OF WAY OF PIKE
 BT2397'COUNTY ROAD NO. 83, ABOUT 5.45 MI (8.77 KM) NORTHEAST OF BRUNDIDGE
 BT2397'AND ABOUT 6.45 MI (10.38 KM) SOUTHEAST OF BANKS.
 BT2397'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 10 (MILE
 BT2397'POST 192.40 ON ALA 10) IN BRUNDIDGE, DRIVE EAST ON ALA 10 FOR 5.55 MI
 BT2397'(8.93 KM) TO MILE POST 197.95 AND PIKE COUNTY ROAD NO. 56 ON THE
 BT2397'LEFT, TURN LEFT ON PIKE COUNTY ROAD NO. 56 AND DRIVE NORTHEAST FOR
 BT2397'0.85 MI (1.37 KM) TO A T-INTERSECTION WITH PIKE COUNTY ROAD NO. 83
 BT2397'LEFT AND RIGHT AT RICHLAND BAPTIST CHURCH, TURN LEFT ON PIKE COUNTY
 BT2397'ROAD NO. 83 AND DRIVE NORTHWEST FOR 2.95 MI (4.75 KM) TO THE STATION
 BT2397'ON THE LEFT.
 BT2397'THE STATION IS 13.0 FT (4.0 M) SOUTHWEST OF THE SOUTHWEST ONE OF THREE
 BT2397'HIGH VOLTAGE POWER LINES, 38.8 FT (11.8 M) WEST-SOUTHWEST OF THE
 BT2397'CENTERLINE OF PIKE COUNTY ROAD NO. 83, 81.6 FT (24.9 M) NORTH OF AN
 BT2397'ANGLE POWER POLE, 85.9 FT (26.2 M) WEST-NORTHWEST OF AN ALABAMA POWER
 BT2397'COMPANY RIGHT OF WAY SIGN ACROSS PIKE COUNTY ROAD NO. 83, 2.0 FT
 BT2397'(0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BT2397'GROUND.
 BT2397'STATION 55-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2525 ***********************************************************************
 AA2525  DESIGNATION -  55 30
 AA2525  PID         -  AA2525
 AA2525  STATE/COUNTY-  AL/PIKE
 AA2525  USGS QUAD   -  GOSHEN (1968)
 AA2525
 AA2525                         *CURRENT SURVEY CONTROL
 AA2525  ___________________________________________________________________
 AA2525* NAD 83(1992)-  31 39 04.70940(N)    086 03 24.43862(W)     ADJUSTED  
 AA2525* NAVD 88     -       111.5    (meters)     366.     (feet)  VERTCON   
 AA2525  ___________________________________________________________________
 AA2525  X           -     373,719.450 (meters)                     COMP
 AA2525  Y           -  -5,421,654.387 (meters)                     COMP
 AA2525  Z           -   3,327,624.688 (meters)                     COMP
 AA2525  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AA2525  ELLIP HEIGHT-          84.90  (meters)          (07/29/02) GPS OBS
 AA2525  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AA2525
 AA2525  HORZ ORDER  -  FIRST
 AA2525  ELLP ORDER  -  FOURTH    CLASS I
 AA2525
 AA2525.The horizontal coordinates were established by GPS observations
 AA2525.and adjusted by the National Geodetic Survey in November 1994..
 AA2525
 AA2525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2525
 AA2525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2525
 AA2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2525
 AA2525.The ellipsoidal height was determined by GPS observations
 AA2525.and is referenced to NAD 83.
 AA2525
 AA2525.The geoid height was determined by GEOID03.
 AA2525
 AA2525;                    North         East     Units Scale Factor Converg.
 AA2525;SPC AL E     -   127,663.019   178,806.324   MT  0.99996554   -0 07 02.1
 AA2525;UTM  16      - 3,502,173.182   589,428.709   MT  0.99969864   +0 29 41.9
 AA2525
 AA2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2525!SPC AL E     -   0.99998667  x   0.99996554  =   0.99995221
 AA2525!UTM  16      -   0.99998667  x   0.99969864  =   0.99968531
 AA2525
 AA2525:                Primary Azimuth Mark                     Grid Az
 AA2525:SPC AL E     -  55 31                                    180 16 39.9
 AA2525:UTM  16      -  55 31                                    179 39 55.9
 AA2525
 AA2525|---------------------------------------------------------------------|
 AA2525| PID    Reference Object                     Distance      Geod. Az  |
 AA2525|                                                           dddmmss.s |
 AA2525| AA2526 55 31                               403.475 METERS 1800937.8 |
 AA2525|---------------------------------------------------------------------|
 AA2525
 AA2525                          SUPERSEDED SURVEY CONTROL
 AA2525
 AA2525  ELLIP H (11/30/94)   84.94   (m)                       GP(       ) 4 1
 AA2525  NGVD 29 (11/30/94)  111.5    (m)          366.     (f) GPS OBS        
 AA2525
 AA2525.Superseded values are not recommended for survey control.
 AA2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2525.See file dsdata.txt to determine how the superseded data were derived.
 AA2525
 AA2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8942902173(NAD 83)
 AA2525_MARKER: DD = SURVEY DISK
 AA2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2525_SP_SET: CONCRETE POST
 AA2525_STAMPING: 55-30 1992
 AA2525_MARK LOGO: ALHD  
 AA2525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2525+STABILITY: SURFACE MOTION
 AA2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2525+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2525
 AA2525  HISTORY     - Date     Condition        Report By
 AA2525  HISTORY     - 1992     MONUMENTED       ALHD
 AA2525
 AA2525                          STATION DESCRIPTION
 AA2525
 AA2525'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2525'THE STATION IS LOCATED IN PIKE COUNTY ON THE WEST RIGHT OF WAY OF PIKE
 AA2525'COUNTY ROAD NO. 35, ABOUT 6.30 MI (10.14 KM) SOUTHWEST OF SPRING HILL
 AA2525'AND ABOUT 6.05 MI (9.74 KM) SOUTHEAST OF GOSHEN. TO REACH THE STATION
 AA2525'FROM THE JUNCTION OF ALA 87, ALA 167, U.S. 231 AND ALA 10, AT A
 AA2525'TRAFFIC LIGHT IN TROY, (MILE POST 61.65 ON ALA 87 AND MILE POST 183.05
 AA2525'ON ALA 10), DRIVE SOUTH ON ALA 87 AND ALA 167 FOR 6.65 MI (10.70 KM)
 AA2525'TO MILE POST 55.00 AND PIKE COUNTY ROAD NO. 6 ON THE RIGHT, TURN RIGHT
 AA2525'ON PIKE COUNTY ROAD NO. 6 AND DRIVE EAST FOR 6.15 MI (9.90 KM) TO A
 AA2525'PAVED CROSSROADS WITH PIKE COUNTY ROAD NO. 35 LEFT AND RIGHT AND PIKE
 AA2525'COUNTY ROAD NO. 6 STRAIGHT AHEAD, TURN LEFT ON PIKE COUNTY ROAD NO. 35
 AA2525'AND DRIVE SOUTH FOR 1.00 MI (1.61 KM) TO A GRAVEL ROAD ON THE LEFT AND
 AA2525'THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) EAST OF A FIVE
 AA2525'STRAND BARBED WIRE FENCE ON WOOD POST, 38.1 FT (11.6 M) WEST OF THE
 AA2525'CENTERLINE OF PIKE COUNTY ROAD NO. 35, 60.0 FT (18.3 M) WEST-NORTHWEST
 AA2525'OF THE CENTER OF THE INTERSECTION OF PIKE COUNTY ROAD NO. 35 AND A
 AA2525'GRAVEL ROAD, 3.3 FT (1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA2525'FLUSH WITH THE GROUND. STATION 55-31 1992 MAY BE USED AS AN AZIMUTH
 AA2525'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2526 ***********************************************************************
 AA2526  DESIGNATION -  55 31
 AA2526  PID         -  AA2526
 AA2526  STATE/COUNTY-  AL/PIKE
 AA2526  USGS QUAD   -  GOSHEN (1968)
 AA2526
 AA2526                         *CURRENT SURVEY CONTROL
 AA2526  ___________________________________________________________________
 AA2526* NAD 83(1992)-  31 38 51.60971(N)    086 03 24.48152(W)     ADJUSTED  
 AA2526* NAVD 88     -       110.4    (meters)     362.     (feet)  VERTCON   
 AA2526  ___________________________________________________________________
 AA2526  X           -     373,732.818 (meters)                     COMP
 AA2526  Y           -  -5,421,864.760 (meters)                     COMP
 AA2526  Z           -   3,327,280.650 (meters)                     COMP
 AA2526  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA2526  ELLIP HEIGHT-          83.82  (meters)          (07/29/02) GPS OBS
 AA2526  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AA2526
 AA2526  HORZ ORDER  -  FIRST
 AA2526  ELLP ORDER  -  FOURTH    CLASS I
 AA2526
 AA2526.The horizontal coordinates were established by GPS observations
 AA2526.and adjusted by the National Geodetic Survey in November 1994..
 AA2526
 AA2526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2526
 AA2526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2526
 AA2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2526
 AA2526.The ellipsoidal height was determined by GPS observations
 AA2526.and is referenced to NAD 83.
 AA2526
 AA2526.The geoid height was determined by GEOID03.
 AA2526
 AA2526;                    North         East     Units Scale Factor Converg.
 AA2526;SPC AL E     -   127,259.563   178,804.368   MT  0.99996554   -0 07 02.1
 AA2526;UTM  16      - 3,501,769.836   589,431.063   MT  0.99969864   +0 29 41.7
 AA2526
 AA2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2526!SPC AL E     -   0.99998684  x   0.99996554  =   0.99995238
 AA2526!UTM  16      -   0.99998684  x   0.99969864  =   0.99968548
 AA2526
 AA2526:                Primary Azimuth Mark                     Grid Az
 AA2526:SPC AL E     -  55 30                                    000 16 39.9
 AA2526:UTM  16      -  55 30                                    359 39 56.1
 AA2526
 AA2526|---------------------------------------------------------------------|
 AA2526| PID    Reference Object                     Distance      Geod. Az  |
 AA2526|                                                           dddmmss.s |
 AA2526| AA2525 55 30                               403.475 METERS 0000937.8 |
 AA2526|---------------------------------------------------------------------|
 AA2526
 AA2526                          SUPERSEDED SURVEY CONTROL
 AA2526
 AA2526  ELLIP H (11/30/94)   83.86   (m)                       GP(       ) 4 1
 AA2526  NGVD 29 (11/30/94)  110.4    (m)          362.     (f) GPS OBS        
 AA2526
 AA2526.Superseded values are not recommended for survey control.
 AA2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2526.See file dsdata.txt to determine how the superseded data were derived.
 AA2526
 AA2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8943101770(NAD 83)
 AA2526_MARKER: DD = SURVEY DISK
 AA2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2526_SP_SET: CONCRETE POST
 AA2526_STAMPING: 55-31 1992
 AA2526_MARK LOGO: ALHD  
 AA2526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2526+STABILITY: SURFACE MOTION
 AA2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2526+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2526
 AA2526  HISTORY     - Date     Condition        Report By
 AA2526  HISTORY     - 1992     MONUMENTED       ALHD
 AA2526
 AA2526                          STATION DESCRIPTION
 AA2526
 AA2526'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2526'THE STATION IS LOCATED IN PIKE COUNTY ON THE EAST RIGHT OF WAY OF PIKE
 AA2526'COUNTY ROAD NO. 35, ABOUT 6.45 MI (10.38 KM) SOUTHWEST OF SPRING HILL
 AA2526'AND ABOUT 6.45 MI (10.38 KM) SOUTHEAST OF GOSHEN. TO REACH THE STATION
 AA2526'FROM THE JUNCTION OF ALA 87, ALA 167, U.S. 231 AND ALA 10, AT A
 AA2526'TRAFFIC LIGHT IN TROY, (MILE POST 61.65 ON ALA 87 AND MILE POST 183.05
 AA2526'ON ALA 10), DRIVE SOUTH ON ALA 87 AND ALA 167 FOR 6.65 MI (10.70 KM)
 AA2526'TO MILE POST 55.00 AND PIKE COUNTY ROAD NO. 6 ON THE RIGHT, TURN RIGHT
 AA2526'ON PIKE COUNTY ROAD NO. 6 AND DRIVE EAST FOR 6.15 MI (9.90 KM) TO A
 AA2526'PAVED CROSSROADS WITH PIKE COUNTY ROAD NO. 35 LEFT AND RIGHT AND PIKE
 AA2526'COUNTY ROAD NO. 6 STRAIGHT AHEAD, TURN LEFT ON PIKE COUNTY ROAD NO. 35
 AA2526'AND DRIVE SOUTH FOR 1.25 MI (2.01 KM) AND THE STATION ON THE LEFT. THE
 AA2526'STATION IS 2.8 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA2526'WOOD POST, 33.1 FT (10.1 M) EAST OF THE CENTERLINE OF PIKE COUNTY ROAD
 AA2526'NO. 35, 2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2526'WITH THE GROUND. STATION 55-30 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2526'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2527 ***********************************************************************
 AA2527  DESIGNATION -  55 32
 AA2527  PID         -  AA2527
 AA2527  STATE/COUNTY-  AL/PIKE
 AA2527  USGS QUAD   -  BANKS (1968)
 AA2527
 AA2527                         *CURRENT SURVEY CONTROL
 AA2527  ___________________________________________________________________
 AA2527* NAD 83(1992)-  31 50 33.04038(N)    085 45 37.95156(W)     ADJUSTED  
 AA2527* NAVD 88     -       114.6    (meters)     376.     (feet)  VERTCON   
 AA2527  ___________________________________________________________________
 AA2527  X           -     400,922.400 (meters)                     COMP
 AA2527  Y           -  -5,408,527.494 (meters)                     COMP
 AA2527  Z           -   3,345,655.634 (meters)                     COMP
 AA2527  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AA2527  ELLIP HEIGHT-          88.22  (meters)          (07/29/02) GPS OBS
 AA2527  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AA2527
 AA2527  HORZ ORDER  -  FIRST
 AA2527  ELLP ORDER  -  FOURTH    CLASS I
 AA2527
 AA2527.The horizontal coordinates were established by GPS observations
 AA2527.and adjusted by the National Geodetic Survey in November 1994..
 AA2527
 AA2527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2527
 AA2527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2527
 AA2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2527
 AA2527.The ellipsoidal height was determined by GPS observations
 AA2527.and is referenced to NAD 83.
 AA2527
 AA2527.The geoid height was determined by GEOID03.
 AA2527
 AA2527;                    North         East     Units Scale Factor Converg.
 AA2527;SPC AL E     -   148,843.845   206,889.729   MT  0.99996059   +0 02 18.3
 AA2527;UTM  16      - 3,523,648.778   617,277.180   MT  0.99976963   +0 39 14.4
 AA2527
 AA2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2527!SPC AL E     -   0.99998615  x   0.99996059  =   0.99994674
 AA2527!UTM  16      -   0.99998615  x   0.99976963  =   0.99975578
 AA2527
 AA2527                          SUPERSEDED SURVEY CONTROL
 AA2527
 AA2527  ELLIP H (11/30/94)   88.24   (m)                       GP(       ) 4 1
 AA2527  NGVD 29 (11/30/94)  114.6    (m)          376.     (f) GPS OBS        
 AA2527
 AA2527.Superseded values are not recommended for survey control.
 AA2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2527.See file dsdata.txt to determine how the superseded data were derived.
 AA2527
 AA2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1727723649(NAD 83)
 AA2527_MARKER: DD = SURVEY DISK
 AA2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2527_SP_SET: CONCRETE POST
 AA2527_STAMPING: 55-32 1992
 AA2527_MARK LOGO: ALHD  
 AA2527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2527+STABILITY: SURFACE MOTION
 AA2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2527+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2527
 AA2527  HISTORY     - Date     Condition        Report By
 AA2527  HISTORY     - 1992     MONUMENTED       ALHD
 AA2527
 AA2527                          STATION DESCRIPTION
 AA2527
 AA2527'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2527'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA2527'U.S. 29, ABOUT 8.90 MI (14.32 KM) NORTH-NORTHEAST OF BRUNDIDGE AND
 AA2527'ABOUT 12.55 MI (20.20 KM) EAST-NORTHEAST OF TROY. TO REACH THE STATION
 AA2527'FROM THE JUNCTION OF U.S. 29 AND ALA 93, IN BANKS, (MILE POST 113.30
 AA2527'ON U.S. 29 AND MILE POST 8.50  ON ALA 93), DRIVE NORTHEAST ON U.S. 29
 AA2527'FOR 6.00 MI (9.66 KM) TO MILE POST 119.30 AND THE STATION ON THE
 AA2527'RIGHT. THE STATION IS 2.9 FT (0.9 M) NORTH-NORTHEAST OF A HOG WIRE
 AA2527'FENCE ON STEEL POST, 37.9 FT (11.6 M) SOUTH OF A DANGER WATER VAVLE
 AA2527'SIGN AND POST, 58.1 FT (17.7 M) SOUTHWEST OF THE CENTERLINE OF U.S.
 AA2527'29, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2527'WITH THE GROUND. STATION 55-33 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2527'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2528 ***********************************************************************
 AA2528  DESIGNATION -  55 33
 AA2528  PID         -  AA2528
 AA2528  STATE/COUNTY-  AL/PIKE
 AA2528  USGS QUAD   -  BANKS (1968)
 AA2528
 AA2528                         *CURRENT SURVEY CONTROL
 AA2528  ___________________________________________________________________
 AA2528* NAD 83(1992)-  31 50 27.80319(N)    085 45 15.75205(W)     ADJUSTED  
 AA2528* NAVD 88     -       125.4    (meters)     411.     (feet)  VERTCON   
 AA2528  ___________________________________________________________________
 AA2528  X           -     401,511.477 (meters)                     COMP
 AA2528  Y           -  -5,408,578.325 (meters)                     COMP
 AA2528  Z           -   3,345,524.290 (meters)                     COMP
 AA2528  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA2528  ELLIP HEIGHT-          99.01  (meters)          (07/29/02) GPS OBS
 AA2528  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AA2528
 AA2528  HORZ ORDER  -  FIRST
 AA2528  ELLP ORDER  -  FOURTH    CLASS I
 AA2528
 AA2528.The horizontal coordinates were established by GPS observations
 AA2528.and adjusted by the National Geodetic Survey in November 1994..
 AA2528
 AA2528.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2528
 AA2528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2528
 AA2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2528
 AA2528.The ellipsoidal height was determined by GPS observations
 AA2528.and is referenced to NAD 83.
 AA2528
 AA2528.The geoid height was determined by GEOID03.
 AA2528
 AA2528;                    North         East     Units Scale Factor Converg.
 AA2528;SPC AL E     -   148,682.947   207,473.511   MT  0.99996069   +0 02 30.0
 AA2528;UTM  16      - 3,523,494.191   617,862.546   MT  0.99977132   +0 39 26.0
 AA2528
 AA2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2528!SPC AL E     -   0.99998445  x   0.99996069  =   0.99994514
 AA2528!UTM  16      -   0.99998445  x   0.99977132  =   0.99975578
 AA2528
 AA2528                          SUPERSEDED SURVEY CONTROL
 AA2528
 AA2528  ELLIP H (11/30/94)   99.03   (m)                       GP(       ) 4 1
 AA2528  NGVD 29 (11/30/94)  125.4    (m)          411.     (f) GPS OBS        
 AA2528
 AA2528.Superseded values are not recommended for survey control.
 AA2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2528.See file dsdata.txt to determine how the superseded data were derived.
 AA2528
 AA2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1786323494(NAD 83)
 AA2528_MARKER: DD = SURVEY DISK
 AA2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2528_SP_SET: CONCRETE POST
 AA2528_STAMPING: 55-33 1992
 AA2528_MARK LOGO: ALHD  
 AA2528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2528+STABILITY: SURFACE MOTION
 AA2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2528+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2528
 AA2528  HISTORY     - Date     Condition        Report By
 AA2528  HISTORY     - 1992     MONUMENTED       ALHD
 AA2528
 AA2528                          STATION DESCRIPTION
 AA2528
 AA2528'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2528'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2528'U.S. 29, ABOUT 9.00 MI (14.48 KM) NORTH-NORTHEAST OF BRUNDIDGE AND
 AA2528'ABOUT 10.95 MI (17.62 KM) EAST-NORTHEAST OF TROY. TO REACH THE STATION
 AA2528'FROM THE JUNCTION OF U.S. 29 AND ALA 93, IN BANKS, (MILE POST 113.30
 AA2528'ON U.S. 29 AND MILE POST 8.50  ON ALA 93), DRIVE NORTHEAST ON U.S. 29
 AA2528'FOR 6.40 MI (10.30 KM) TO MILE POST 119.70 AND THE STATION ON THE
 AA2528'RIGHT. THE STATION IS 2.9 FT (0.9 M) NORTH OF A FIVE STRAND BARBED
 AA2528'WIRE FENCE ON STEEL POST, 42.2 FT (12.9 M) SOUTH OF THE CENTERLINE OF
 AA2528'U.S. 29, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA2528'FLUSH WITH THE GROUND. STATION 55-32 1992 MAY BE USED AS AN AZIMUTH
 AA2528'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2529 ***********************************************************************
 AA2529  DESIGNATION -  55 34
 AA2529  PID         -  AA2529
 AA2529  STATE/COUNTY-  AL/PIKE
 AA2529  USGS QUAD   -  BANKS (1968)
 AA2529
 AA2529                         *CURRENT SURVEY CONTROL
 AA2529  ___________________________________________________________________
 AA2529* NAD 83(1992)-  31 47 51.99218(N)    085 49 50.05361(W)     ADJUSTED  
 AA2529* NAVD 88     -       159.9    (meters)     525.     (feet)  VERTCON   
 AA2529  ___________________________________________________________________
 AA2529  X           -     394,504.621 (meters)                     COMP
 AA2529  Y           -  -5,411,660.387 (meters)                     COMP
 AA2529  Z           -   3,341,464.505 (meters)                     COMP
 AA2529  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 AA2529  ELLIP HEIGHT-         133.50  (meters)          (07/29/02) GPS OBS
 AA2529  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AA2529
 AA2529  HORZ ORDER  -  FIRST
 AA2529  ELLP ORDER  -  FOURTH    CLASS I
 AA2529
 AA2529.The horizontal coordinates were established by GPS observations
 AA2529.and adjusted by the National Geodetic Survey in November 1994..
 AA2529
 AA2529.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2529
 AA2529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2529
 AA2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2529
 AA2529.The ellipsoidal height was determined by GPS observations
 AA2529.and is referenced to NAD 83.
 AA2529
 AA2529.The geoid height was determined by GEOID03.
 AA2529
 AA2529;                    North         East     Units Scale Factor Converg.
 AA2529;SPC AL E     -   143,881.289   200,261.635   MT  0.99996000   +0 00 05.2
 AA2529;UTM  16      - 3,518,616.348   610,704.065   MT  0.99975115   +0 36 58.5
 AA2529
 AA2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2529!SPC AL E     -   0.99997904  x   0.99996000  =   0.99993904
 AA2529!UTM  16      -   0.99997904  x   0.99975115  =   0.99973019
 AA2529
 AA2529                          SUPERSEDED SURVEY CONTROL
 AA2529
 AA2529  ELLIP H (11/30/94)  133.53   (m)                       GP(       ) 4 1
 AA2529  NGVD 29 (11/30/94)  159.9    (m)          525.     (f) GPS OBS        
 AA2529
 AA2529.Superseded values are not recommended for survey control.
 AA2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2529.See file dsdata.txt to determine how the superseded data were derived.
 AA2529
 AA2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1070418616(NAD 83)
 AA2529_MARKER: DD = SURVEY DISK
 AA2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2529_SP_SET: CONCRETE POST
 AA2529_STAMPING: 55-34 1992
 AA2529_MARK LOGO: ALHD  
 AA2529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2529+STABILITY: SURFACE MOTION
 AA2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2529+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2529
 AA2529  HISTORY     - Date     Condition        Report By
 AA2529  HISTORY     - 1992     MONUMENTED       ALHD
 AA2529
 AA2529                          STATION DESCRIPTION
 AA2529
 AA2529'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2529'THE STATION IS LOCATED IN PIKE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA2529'ALA 93, ABOUT 5.40 MI (8.69 KM) NORTH OF BRUNDIDGE AND ABOUT 8.35 MI
 AA2529'(13.44 KM) EAST OF TROY. TO REACH THE STATION FROM THE JUNCTION OF ALA
 AA2529'93 AND ALA 201 AND PIKE COUNTY ROAD NO. 18, (MILE POST 6.60 ON ALA 93
 AA2529'AND MILE POST 0.00 ON ALA 201), DRIVE NORTHWEST ON ALA 93 FOR 0.45 MI
 AA2529'(0.72 KM) TO MILE POST 7.05 AND THE STATION ON THE LEFT. THE STATION
 AA2529'IS 24.9 FT (7.6 M) SOUTHWEST OF THE SOUTHWEST RAIL OF A RAILROAD
 AA2529'TRACK, 29.9 FT (9.1 M) SOUTHWEST OF THE NORTHEAST RAIL OF A RAILROAD
 AA2529'TRACK, 30.9 FT (9.4 M) NORTHEAST OF THE CENTERLINE OF ALA 93, 112.6 FT
 AA2529'(34.3 M) NORTHWEST OF A GRAPHIC PEDESTRIAN CROSSING SIGN AND POST, 2.1
 AA2529'FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2529'THE GROUND. STATION D 455 1981 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2529'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2530 ***********************************************************************
 AA2530  DESIGNATION -  55 35
 AA2530  PID         -  AA2530
 AA2530  STATE/COUNTY-  AL/PIKE
 AA2530  USGS QUAD   -  BRUNDIDGE (1981)
 AA2530
 AA2530                         *CURRENT SURVEY CONTROL
 AA2530  ___________________________________________________________________
 AA2530* NAD 83(1992)-  31 43 53.99385(N)    085 50 12.88973(W)     ADJUSTED  
 AA2530* NAVD 88     -       142.2    (meters)     467.     (feet)  VERTCON   
 AA2530  ___________________________________________________________________
 AA2530  X           -     394,184.543 (meters)                     COMP
 AA2530  Y           -  -5,415,537.967 (meters)                     COMP
 AA2530  Z           -   3,335,222.543 (meters)                     COMP
 AA2530  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA2530  ELLIP HEIGHT-         115.83  (meters)          (07/29/02) GPS OBS
 AA2530  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 AA2530
 AA2530  HORZ ORDER  -  FIRST
 AA2530  ELLP ORDER  -  FOURTH    CLASS I
 AA2530
 AA2530.The horizontal coordinates were established by GPS observations
 AA2530.and adjusted by the National Geodetic Survey in November 1994..
 AA2530
 AA2530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2530
 AA2530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2530
 AA2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2530
 AA2530.The ellipsoidal height was determined by GPS observations
 AA2530.and is referenced to NAD 83.
 AA2530
 AA2530.The geoid height was determined by GEOID03.
 AA2530
 AA2530;                    North         East     Units Scale Factor Converg.
 AA2530;SPC AL E     -   136,551.057   199,660.701   MT  0.99996000   -0 00 06.8
 AA2530;UTM  16      - 3,511,281.633   610,181.857   MT  0.99974972   +0 36 42.4
 AA2530
 AA2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2530!SPC AL E     -   0.99998181  x   0.99996000  =   0.99994181
 AA2530!UTM  16      -   0.99998181  x   0.99974972  =   0.99973154
 AA2530
 AA2530                          SUPERSEDED SURVEY CONTROL
 AA2530
 AA2530  ELLIP H (11/30/94)  115.86   (m)                       GP(       ) 4 1
 AA2530  NGVD 29 (11/30/94)  142.2    (m)          467.     (f) GPS OBS        
 AA2530
 AA2530.Superseded values are not recommended for survey control.
 AA2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2530.See file dsdata.txt to determine how the superseded data were derived.
 AA2530
 AA2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1018211282(NAD 83)
 AA2530_MARKER: DD = SURVEY DISK
 AA2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2530_SP_SET: CONCRETE POST
 AA2530_STAMPING: 55-35 1992
 AA2530_MARK LOGO: ALHD  
 AA2530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2530+STABILITY: SURFACE MOTION
 AA2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2530+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2530
 AA2530  HISTORY     - Date     Condition        Report By
 AA2530  HISTORY     - 1992     MONUMENTED       ALHD
 AA2530
 AA2530                          STATION DESCRIPTION
 AA2530
 AA2530'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2530'THE STATION IS LOCATED IN PIKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2530'U.S. 231 AND ALA 10, ABOUT 1.35 MI (2.17 KM) NORTHWEST OF BRUNDIDGE
 AA2530'AND ABOUT 9.60 MI (15.45 KM) SOUTHEAST OF TROY. TO REACH THE STATION
 AA2530'FROM THE JUNCTION OF U.S. 231, ALA 10 AND PIKE COUNTY ROAD NO. 6, IN
 AA2530'BRUNDIDGE, (MILE POST 66.05 ON U.S. 231 AND MILE POST 192.40 ON ALA
 AA2530'10), DRIVE NORTHWEST ON U.S. 231 AND ALA 10 FOR 0.85 MI (1.37 KM) TO
 AA2530'MILE POST 191.55 AND THE STATION ON THE RIGHT. THE STATION IS 3.1 FT
 AA2530'(0.9 M) SOUTH-SOUTHWEST OF A TWO STRAND BARBED WIRE FENCE ON WOOD
 AA2530'POST, 5.0 FT (1.5 M) NORTH-NORTHEAST OF THE CREST OF A FIVE FOOT
 AA2530'BACKSLOPE, 101.0 FT (30.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE
 AA2530'NORTHWEST BOUND LANES OF U.S. 231 AND ALA 10, 122.2 FT (37.2 M) EAST
 AA2530'OF A YIELD SIGN, 3.0 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST,
 AA2530'AND SET FLUSH WITH THE GROUND. STATION ANDERSON SE BASE 2 1970 MAY BE
 AA2530'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2531 ***********************************************************************
 AA2531  DESIGNATION -  55 36
 AA2531  PID         -  AA2531
 AA2531  STATE/COUNTY-  AL/PIKE
 AA2531  USGS QUAD   -  BRUNDIDGE NW (1981)
 AA2531
 AA2531                         *CURRENT SURVEY CONTROL
 AA2531  ___________________________________________________________________
 AA2531* NAD 83(1992)-  31 38 49.16021(N)    085 56 54.94577(W)     ADJUSTED  
 AA2531* NAVD 88     -       106.8    (meters)     350.     (feet)  VERTCON   
 AA2531  ___________________________________________________________________
 AA2531  X           -     383,974.050 (meters)                     COMP
 AA2531  Y           -  -5,421,185.863 (meters)                     COMP
 AA2531  Z           -   3,327,214.624 (meters)                     COMP
 AA2531  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AA2531  ELLIP HEIGHT-          80.39  (meters)          (07/29/02) GPS OBS
 AA2531  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AA2531
 AA2531  HORZ ORDER  -  FIRST
 AA2531  ELLP ORDER  -  FOURTH    CLASS I
 AA2531
 AA2531.The horizontal coordinates were established by GPS observations
 AA2531.and adjusted by the National Geodetic Survey in November 1994..
 AA2531
 AA2531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2531
 AA2531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2531
 AA2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2531
 AA2531.The ellipsoidal height was determined by GPS observations
 AA2531.and is referenced to NAD 83.
 AA2531
 AA2531.The geoid height was determined by GEOID03.
 AA2531
 AA2531;                    North         East     Units Scale Factor Converg.
 AA2531;SPC AL E     -   127,168.203   189,067.376   MT  0.99996147   -0 03 37.7
 AA2531;UTM  16      - 3,501,788.129   599,691.865   MT  0.99972257   +0 33 06.1
 AA2531
 AA2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2531!SPC AL E     -   0.99998738  x   0.99996147  =   0.99994885
 AA2531!UTM  16      -   0.99998738  x   0.99972257  =   0.99970995
 AA2531
 AA2531                          SUPERSEDED SURVEY CONTROL
 AA2531
 AA2531  ELLIP H (11/30/94)   80.42   (m)                       GP(       ) 4 1
 AA2531  NGVD 29 (11/30/94)  106.8    (m)          350.     (f) GPS OBS        
 AA2531
 AA2531.Superseded values are not recommended for survey control.
 AA2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2531.See file dsdata.txt to determine how the superseded data were derived.
 AA2531
 AA2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA9969201788(NAD 83)
 AA2531_MARKER: DD = SURVEY DISK
 AA2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2531_SP_SET: CONCRETE POST
 AA2531_STAMPING: 55-36 1992
 AA2531_MARK LOGO: ALHD  
 AA2531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2531+STABILITY: SURFACE MOTION
 AA2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2531+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2531
 AA2531  HISTORY     - Date     Condition        Report By
 AA2531  HISTORY     - 1992     MONUMENTED       ALHD
 AA2531
 AA2531                          STATION DESCRIPTION
 AA2531
 AA2531'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2531'THE STATION IS LOCATED IN PIKE COUNTY ON THE EAST RIGHT OF WAY OF ALA
 AA2531'167, ABOUT 3.20 MI (5.15 KM) SOUTH OF SPRING HILL AND ABOUT 4.00 MI
 AA2531'(6.44 KM) WEST OF TARENTUM. TO REACH THE STATION FROM THE JUNCTION OF
 AA2531'ALA 87 AND ALA 167, IN SPRING HILL, (MILE POST 54.15 ON ALA 87 AND
 AA2531'MILE POST 52.10 ON ALA 167), DRIVE SOUTH ON ALA 167 FOR 2.15 MI (3.46
 AA2531'KM) TO MILE POST 49.95 AND THE STATION ON THE LEFT. THE STATION IS 2.8
 AA2531'FT (0.9 M) WEST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON
 AA2531'WOOD POST, 21.0 FT (6.4 M) EAST OF THE CENTER OF A CONCRETE HEADWALL,
 AA2531'67.9 FT (20.7 M) EAST OF THE CENTERLINE OF ALA 167, 75.5 FT (23.0 M)
 AA2531'NORTH OF THE SOUTHWEST BRACED FENCE CORNER, 85.7 FT (26.1 M) NORTH OF
 AA2531'THE CENTER OF A GRAVEL DRIVEWAY, 88.7 FT (27.0 M) SOUTH OF A POWER
 AA2531'POLE, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2531'WITH THE GROUND. STATION 55-37 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2531'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2532 ***********************************************************************
 AA2532  DESIGNATION -  55 37
 AA2532  PID         -  AA2532
 AA2532  STATE/COUNTY-  AL/PIKE
 AA2532  USGS QUAD   -  BRUNDIDGE NW (1981)
 AA2532
 AA2532                         *CURRENT SURVEY CONTROL
 AA2532  ___________________________________________________________________
 AA2532* NAD 83(1992)-  31 38 27.49223(N)    085 56 50.66913(W)     ADJUSTED  
 AA2532* NAVD 88     -        98.6    (meters)     323.     (feet)  VERTCON   
 AA2532  ___________________________________________________________________
 AA2532  X           -     384,110.704 (meters)                     COMP
 AA2532  Y           -  -5,421,520.207 (meters)                     COMP
 AA2532  Z           -   3,326,642.166 (meters)                     COMP
 AA2532  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AA2532  ELLIP HEIGHT-          72.20  (meters)          (07/29/02) GPS OBS
 AA2532  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 AA2532
 AA2532  HORZ ORDER  -  FIRST
 AA2532  ELLP ORDER  -  FOURTH    CLASS I
 AA2532
 AA2532.The horizontal coordinates were established by GPS observations
 AA2532.and adjusted by the National Geodetic Survey in November 1994..
 AA2532
 AA2532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2532
 AA2532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2532
 AA2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2532
 AA2532.The ellipsoidal height was determined by GPS observations
 AA2532.and is referenced to NAD 83.
 AA2532
 AA2532.The geoid height was determined by GEOID03.
 AA2532
 AA2532;                    North         East     Units Scale Factor Converg.
 AA2532;SPC AL E     -   126,500.734   189,179.356   MT  0.99996144   -0 03 35.4
 AA2532;UTM  16      - 3,501,122.053   599,810.941   MT  0.99972287   +0 33 08.0
 AA2532
 AA2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2532!SPC AL E     -   0.99998866  x   0.99996144  =   0.99995010
 AA2532!UTM  16      -   0.99998866  x   0.99972287  =   0.99971154
 AA2532
 AA2532                          SUPERSEDED SURVEY CONTROL
 AA2532
 AA2532  ELLIP H (11/30/94)   72.24   (m)                       GP(       ) 4 1
 AA2532  NGVD 29 (11/30/94)   98.7    (m)          324.     (f) GPS OBS        
 AA2532
 AA2532.Superseded values are not recommended for survey control.
 AA2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2532.See file dsdata.txt to determine how the superseded data were derived.
 AA2532
 AA2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA9981101122(NAD 83)
 AA2532_MARKER: DD = SURVEY DISK
 AA2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2532_SP_SET: CONCRETE POST
 AA2532_STAMPING: 55-37 1992
 AA2532_MARK LOGO: ALHD  
 AA2532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2532+STABILITY: SURFACE MOTION
 AA2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2532+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2532
 AA2532  HISTORY     - Date     Condition        Report By
 AA2532  HISTORY     - 1992     MONUMENTED       ALHD
 AA2532
 AA2532                          STATION DESCRIPTION
 AA2532
 AA2532'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2532'THE STATION IS LOCATED IN PIKE COUNTY IN THE SOUTHWEST QUADRANT OF THE
 AA2532'INTERSECTION OF ALA 167 AND A GRAVEL ROAD, ABOUT 3.60 MI (5.79 KM)
 AA2532'SOUTH OF SPRING HILL AND ABOUT 4.10 MI (6.60 KM) WEST OF TARENTUM. TO
 AA2532'REACH THE STATION FROM THE JUNCTION OF ALA 87 AND ALA 167, IN SPRING
 AA2532'HILL, (MILE POST 54.15 ON ALA 87 AND MILE POST 52.10 ON ALA 167),
 AA2532'DRIVE SOUTH ON ALA 167 FOR 2.55 MI (4.10 KM) TO MILE POST 49.55, A
 AA2532'GRAVEL ROAD LEFT AND RIGHT AND THE STATION IN THE SOUTHWEST QUADRANT
 AA2532'OF THE INTERSECTION OF ALA 167 AND THE GRAVEL ROADS. THE STATION IS
 AA2532'5.0 FT (1.5 M) NORTHEAST OF A THREE STRAND BARBED WIRE FENCE ON WOOD
 AA2532'POST, 34.3 FT (10.5 M) WEST OF THE CENTER OF A SIX-FOOT CONCRETE
 AA2532'FLUME, 63.8 FT (19.4 M) SOUTHWEST OF A STOP SIGN, 79.0 FT (24.1 M)
 AA2532'WEST OF THE CENTERLINE OF ALA 167, 82.8 FT (25.2 M) SOUTH OF THE
 AA2532'CENTER OF A GRAVEL ROAD, 95.6 FT (29.1 M) SOUTH-SOUTHWEST OF THE
 AA2532'CENTER OF THE INTERSECTION OF ALA 167 AND THE GRAVEL ROADS, 4.5 FT
 AA2532'(1.4 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2532'GROUND. STATION 55-36 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2533 ***********************************************************************
 AA2533  DESIGNATION -  55 38
 AA2533  PID         -  AA2533
 AA2533  STATE/COUNTY-  AL/PIKE
 AA2533  USGS QUAD   -  BRUNDIDGE (1981)
 AA2533
 AA2533                         *CURRENT SURVEY CONTROL
 AA2533  ___________________________________________________________________
 AA2533* NAD 83(1992)-  31 39 18.30447(N)    085 50 28.09161(W)     ADJUSTED  
 AA2533* NAVD 88     -       142.5    (meters)     468.     (feet)  VERTCON   
 AA2533  ___________________________________________________________________
 AA2533  X           -     394,108.970 (meters)                     COMP
 AA2533  Y           -  -5,420,016.751 (meters)                     COMP
 AA2533  Z           -   3,327,997.544 (meters)                     COMP
 AA2533  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AA2533  ELLIP HEIGHT-         116.17  (meters)          (07/29/02) GPS OBS
 AA2533  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AA2533
 AA2533  HORZ ORDER  -  FIRST
 AA2533  ELLP ORDER  -  FOURTH    CLASS I
 AA2533
 AA2533.The horizontal coordinates were established by GPS observations
 AA2533.and adjusted by the National Geodetic Survey in November 1994..
 AA2533
 AA2533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2533
 AA2533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2533
 AA2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2533
 AA2533.The ellipsoidal height was determined by GPS observations
 AA2533.and is referenced to NAD 83.
 AA2533
 AA2533.The geoid height was determined by GEOID03.
 AA2533
 AA2533;                    North         East     Units Scale Factor Converg.
 AA2533;SPC AL E     -   128,060.073   199,259.931   MT  0.99996001   -0 00 14.7
 AA2533;UTM  16      - 3,502,788.637   609,872.017   MT  0.99974889   +0 36 29.7
 AA2533
 AA2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2533!SPC AL E     -   0.99998176  x   0.99996001  =   0.99994177
 AA2533!UTM  16      -   0.99998176  x   0.99974889  =   0.99973065
 AA2533
 AA2533:                Primary Azimuth Mark                     Grid Az
 AA2533:SPC AL E     -  55 39                                    227 37 57.5
 AA2533:UTM  16      -  55 39                                    227 01 13.1
 AA2533
 AA2533|---------------------------------------------------------------------|
 AA2533| PID    Reference Object                     Distance      Geod. Az  |
 AA2533|                                                           dddmmss.s |
 AA2533| AA2534 55 39                               453.682 METERS 2273742.8 |
 AA2533|---------------------------------------------------------------------|
 AA2533
 AA2533                          SUPERSEDED SURVEY CONTROL
 AA2533
 AA2533  ELLIP H (11/30/94)  116.19   (m)                       GP(       ) 4 1
 AA2533  NGVD 29 (11/30/94)  142.5    (m)          468.     (f) GPS OBS        
 AA2533
 AA2533.Superseded values are not recommended for survey control.
 AA2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2533.See file dsdata.txt to determine how the superseded data were derived.
 AA2533
 AA2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA0987202789(NAD 83)
 AA2533_MARKER: DD = SURVEY DISK
 AA2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2533_SP_SET: CONCRETE POST
 AA2533_STAMPING: 55-38 1992
 AA2533_MARK LOGO: ALHD  
 AA2533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2533+STABILITY: SURFACE MOTION
 AA2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2533+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2533
 AA2533  HISTORY     - Date     Condition        Report By
 AA2533  HISTORY     - 1992     MONUMENTED       ALHD
 AA2533
 AA2533                          STATION DESCRIPTION
 AA2533
 AA2533'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2533'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2533'ALA 125, ABOUT 4.75 MI (7.64 KM) SOUTH-SOUTHWEST OF BRUNDIDGE AND
 AA2533'ABOUT 7.50 MI (12.07 KM) EAST-SOUTHEAST OF SPRING HILL. TO REACH THE
 AA2533'STATION FROM THE JUNCTION OF U.S. 231 AND ALA 125, (MILE POST 63.20 ON
 AA2533'U.S. 231 AND MILE POST 25.60 ON ALA 125) SOUTH OF BRUNDIDGE, DRIVE
 AA2533'SOUTHWEST ON ALA 125 FOR 2.10 MI (3.38 KM) TO MILE POST 23.50 AND THE
 AA2533'STATION ON THE LEFT. THE STATION IS 19.0 FT (5.8 M) NORTHEAST OF A
 AA2533'GRAVEL DRIVEWAY, 29.3 FT (8.9 M) SOUTHEAST OF THE CENTERLINE OF ALA
 AA2533'125, 64.8 FT (19.8 M) EAST-SOUTHEAST OF A POWER POLE, 67.7 FT (20.6 M)
 AA2533'EAST OF A GRAPHIC CURVE SIGN AND 35 MPH SIGN AND POST, 83.8 FT (25.5
 AA2533'M) SOUTHWEST OF A JUNCTION TRANSFORMER POWER POLE, 1.5 FT (0.5 M)
 AA2533'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2533'STATION 55-39 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION. BEFORE
 AA2533'USING THIS STATION AT NIGHT, PLEASE NOTIFY, MR. JAMES W. FLOWERS,
 AA2533'ROUTE 2, BOX 75, BRUNDIDGE, ALABAMA 36010, PHONE 205-735-2253.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2534 ***********************************************************************
 AA2534  DESIGNATION -  55 39
 AA2534  PID         -  AA2534
 AA2534  STATE/COUNTY-  AL/PIKE
 AA2534  USGS QUAD   -  BRUNDIDGE (1981)
 AA2534
 AA2534                         *CURRENT SURVEY CONTROL
 AA2534  ___________________________________________________________________
 AA2534* NAD 83(1992)-  31 39 08.37735(N)    085 50 40.81339(W)     ADJUSTED  
 AA2534* NAVD 88     -       144.0    (meters)     472.     (feet)  VERTCON   
 AA2534  ___________________________________________________________________
 AA2534  X           -     393,786.396 (meters)                     COMP
 AA2534  Y           -  -5,420,202.326 (meters)                     COMP
 AA2534  Z           -   3,327,738.033 (meters)                     COMP
 AA2534  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AA2534  ELLIP HEIGHT-         117.63  (meters)          (07/29/02) GPS OBS
 AA2534  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 AA2534
 AA2534  HORZ ORDER  -  FIRST
 AA2534  ELLP ORDER  -  FOURTH    CLASS I
 AA2534
 AA2534.The horizontal coordinates were established by GPS observations
 AA2534.and adjusted by the National Geodetic Survey in November 1994..
 AA2534
 AA2534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2534
 AA2534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2534
 AA2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2534
 AA2534.The ellipsoidal height was determined by GPS observations
 AA2534.and is referenced to NAD 83.
 AA2534
 AA2534.The geoid height was determined by GEOID03.
 AA2534
 AA2534;                    North         East     Units Scale Factor Converg.
 AA2534;SPC AL E     -   127,754.357   198,924.747   MT  0.99996001   -0 00 21.4
 AA2534;UTM  16      - 3,502,479.422   609,540.189   MT  0.99974799   +0 36 22.8
 AA2534
 AA2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2534!SPC AL E     -   0.99998153  x   0.99996001  =   0.99994154
 AA2534!UTM  16      -   0.99998153  x   0.99974799  =   0.99972952
 AA2534
 AA2534:                Primary Azimuth Mark                     Grid Az
 AA2534:SPC AL E     -  55 38                                    047 37 57.5
 AA2534:UTM  16      -  55 38                                    047 01 13.3
 AA2534
 AA2534|---------------------------------------------------------------------|
 AA2534| PID    Reference Object                     Distance      Geod. Az  |
 AA2534|                                                           dddmmss.s |
 AA2534| AA2533 55 38                               453.682 METERS 0473736.1 |
 AA2534|---------------------------------------------------------------------|
 AA2534
 AA2534                          SUPERSEDED SURVEY CONTROL
 AA2534
 AA2534  ELLIP H (11/30/94)  117.66   (m)                       GP(       ) 4 1
 AA2534  NGVD 29 (11/30/94)  144.0    (m)          472.     (f) GPS OBS        
 AA2534
 AA2534.Superseded values are not recommended for survey control.
 AA2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2534.See file dsdata.txt to determine how the superseded data were derived.
 AA2534
 AA2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA0954002479(NAD 83)
 AA2534_MARKER: DD = SURVEY DISK
 AA2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2534_SP_SET: CONCRETE POST
 AA2534_STAMPING: 55-39 1992
 AA2534_MARK LOGO: ALHD  
 AA2534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2534+STABILITY: SURFACE MOTION
 AA2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2534+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2534
 AA2534  HISTORY     - Date     Condition        Report By
 AA2534  HISTORY     - 1992     MONUMENTED       ALHD
 AA2534
 AA2534                          STATION DESCRIPTION
 AA2534
 AA2534'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2534'THE STATION IS LOCATED IN PIKE COUNTY IN THE SOUTHEAST QUADRANT OF THE
 AA2534'INTERSECTION OF ALA 125 AND PIKE COUNTY ROAD NO. 99, ABOUT 5.00 MI
 AA2534'(8.05 KM) SOUTH-SOUTHWEST OF BRUNDIDGE AND ABOUT 7.40 MI (11.91 KM)
 AA2534'EAST-SOUTHEAST OF SPRING HILL. TO REACH THE STATION FROM THE JUNCTION
 AA2534'OF U.S. 231 AND ALA 125, (MILE POST 63.20 ON U.S. 231 AND MILE POST
 AA2534'25.60 ON ALA 125) SOUTH OF BRUNDIDGE, DRIVE SOUTHWEST ON ALA 125 FOR
 AA2534'2.35 MI (3.78 KM) TO MILE POST 23.25 , PIKE COUNTY ROAD NO. 99 ON THE
 AA2534'LEFT AND THE STATION IN THE SOUTHEAST QUADRANT OF THE INTERSECTION OF
 AA2534'ALA 125 AND PIKE COUNTY ROAD NO. 99. THE STATION IS 3.9 FT (1.2 M)
 AA2534'WEST OF A HOG WIRE FENCE ON WOOD POST, 34.2 FT (10.4 M) EAST OF THE
 AA2534'CENTERLINE OF PIKE COUNTY ROAD NO. 99, 97.4 FT (29.7 M) SOUTH OF A
 AA2534'STOP SIGN, 102.8 FT (31.3 M) NORTH OF A PIKE COUNTY ROAD NO. 99 SIGN
 AA2534'ACROSS PIKE COUNTY ROAD NO. 99, 119.2 FT (36.3 M) EAST-SOUTHEAST OF A
 AA2534'POWER POLE AND SECURITY LIGHT IN THE MT. OLIVE ASSEMBLY OF GOD CHURCH
 AA2534'PARKING LOT, 120.5 FT (36.7 M) EAST OF THE SOUTHEAST CORNER OF THE MT.
 AA2534'OLIVE ASSEMBLY OF GOD CHURCH BUILDING, 154.0 FT (46.9 M)
 AA2534'SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF ALA 125 AND PIKE
 AA2534'COUNTY ROAD NO. 9, 3.9 FT (1.2 M) WEST OF A CARSONITE WITNESS POST,
 AA2534'AND SET FLUSH WITH THE GROUND. STATION 55-38 1992 MAY BE USED AS AN
 AA2534'AZIMUTH FOR THIS STATION. BEFORE USING THIS STATION AT NIGHT, PLEASE
 AA2534'NOTIFY, MR. JAMES W. FLOWERS, ROUTE 2, BOX 75, BRUNDIDGE, ALABAMA
 AA2534'36010, PHONE 205-735-2253.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2398 ***********************************************************************
 BT2398  DESIGNATION -  55 4
 BT2398  PID         -  BT2398
 BT2398  STATE/COUNTY-  AL/PIKE
 BT2398  USGS QUAD   -  JOSIE (1968)
 BT2398
 BT2398                         *CURRENT SURVEY CONTROL
 BT2398  ___________________________________________________________________
 BT2398* NAD 83(1992)-  31 46 38.84827(N)    085 44 40.89682(W)     ADJUSTED  
 BT2398* NAVD 88     -       139.8    (meters)     459.     (feet)  GPS OBS   
 BT2398  ___________________________________________________________________
 BT2398  X           -     402,702.158 (meters)                     COMP
 BT2398  Y           -  -5,412,229.589 (meters)                     COMP
 BT2398  Z           -   3,339,538.967 (meters)                     COMP
 BT2398  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 BT2398  ELLIP HEIGHT-         113.52  (meters)          (07/29/02) GPS OBS
 BT2398  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BT2398
 BT2398  HORZ ORDER  -  FIRST
 BT2398  ELLP ORDER  -  FOURTH    CLASS I
 BT2398
 BT2398.The horizontal coordinates were established by GPS observations
 BT2398.and adjusted by the National Geodetic Survey in December 1992..
 BT2398
 BT2398.The orthometric height was determined by GPS observations and a
 BT2398.high-resolution geoid model.
 BT2398
 BT2398.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2398
 BT2398.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2398
 BT2398.The ellipsoidal height was determined by GPS observations
 BT2398.and is referenced to NAD 83.
 BT2398
 BT2398.The geoid height was determined by GEOID03.
 BT2398
 BT2398;                    North         East     Units Scale Factor Converg.
 BT2398;SPC AL E     -   141,631.900   208,395.684   MT  0.99996087   +0 02 48.0
 BT2398;UTM  16      - 3,516,454.772   618,860.163   MT  0.99977424   +0 39 40.1
 BT2398
 BT2398!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2398!SPC AL E     -   0.99998218  x   0.99996087  =   0.99994305
 BT2398!UTM  16      -   0.99998218  x   0.99977424  =   0.99975642
 BT2398
 BT2398:                Primary Azimuth Mark                     Grid Az
 BT2398:SPC AL E     -  55 3                                     180 48 32.3
 BT2398:UTM  16      -  55 3                                     180 11 40.2
 BT2398
 BT2398|---------------------------------------------------------------------|
 BT2398| PID    Reference Object                     Distance      Geod. Az  |
 BT2398|                                                           dddmmss.s |
 BT2398| BT2397 55 3                                APPROX. 0.6 KM 1805120.3 |
 BT2398|---------------------------------------------------------------------|
 BT2398
 BT2398                          SUPERSEDED SURVEY CONTROL
 BT2398
 BT2398  ELLIP H (12/04/92)  113.54   (m)                       GP(       ) 4 1
 BT2398  NAD 83(1986)-  31 46 38.85659(N)    085 44 40.89469(W) AD(       ) 1
 BT2398  NGVD 29 (12/04/92)  139.8    (m)          459.     (f) GPS OBS        
 BT2398
 BT2398.Superseded values are not recommended for survey control.
 BT2398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2398.See file dsdata.txt to determine how the superseded data were derived.
 BT2398
 BT2398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1886016455(NAD 83)
 BT2398_MARKER: DD = SURVEY DISK
 BT2398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2398_SP_SET: CONCRETE POST
 BT2398_STAMPING: 55-4 1991
 BT2398_MARK LOGO: ALHD  
 BT2398_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2398+STABILITY: SURFACE MOTION
 BT2398_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2398+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2398
 BT2398  HISTORY     - Date     Condition        Report By
 BT2398  HISTORY     - 1991     MONUMENTED       ALHD
 BT2398
 BT2398                          STATION DESCRIPTION
 BT2398
 BT2398'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2398'THE STATION IS LOCATED IN PIKE COUNTY ON THE WEST RIGHT OF WAY OF PIKE
 BT2398'COUNTY ROAD NO. 83, ABOUT 5.70 MI (9.17 KM) NORTHEAST OF BRUNDIDGE
 BT2398'AND ABOUT 6.30 MI (10.14 KM) SOUTHEAST OF BANKS.
 BT2398'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 10 (MILE
 BT2398'POST 192.40 ON ALA 10) IN BRUNDIDGE, DRIVE EAST ON ALA 10 FOR 5.55 MI
 BT2398'(8.93 KM) TO MILE POST 197.95 AND PIKE COUNTY ROAD NO. 56 ON THE
 BT2398'LEFT, TURN LEFT ON PIKE COUNTY ROAD NO. 56 AND DRIVE NORTHEAST FOR
 BT2398'0.85 MI (1.37 KM) TO A T-INTERSECTION WITH PIKE COUNTY ROAD NO. 83
 BT2398'LEFT AND RIGHT AT RICHLAND BAPTIST CHURCH, TURN LEFT ON PIKE COUNTY
 BT2398'ROAD NO. 83 AND DRIVE NORTHWEST FOR 3.30 MI (5.31 KM) TO THE STATION
 BT2398'ON THE LEFT.
 BT2398'THE STATION IS 2.6 FT (0.8 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 7,
 BT2398'42.0 FT (12.8 M) WEST OF THE CENTERLINE OF PIKE COUNTY ROAD NO. 83,
 BT2398'96.7 FT (29.5 M) SOUTH OF A TRANSFORMER POWER POLE, 2.0 FT (0.6 M)
 BT2398'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2398'STATION 55-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2535 ***********************************************************************
 AA2535  DESIGNATION -  55 40
 AA2535  PID         -  AA2535
 AA2535  STATE/COUNTY-  AL/PIKE
 AA2535  USGS QUAD   -  BRUNDIDGE (1981)
 AA2535
 AA2535                         *CURRENT SURVEY CONTROL
 AA2535  ___________________________________________________________________
 AA2535* NAD 83(1992)-  31 41 10.57135(N)    085 46 02.33882(W)     ADJUSTED  
 AA2535* NAVD 88     -       128.5    (meters)     422.     (feet)  VERTCON   
 AA2535  ___________________________________________________________________
 AA2535  X           -     400,956.949 (meters)                     COMP
 AA2535  Y           -  -5,417,682.089 (meters)                     COMP
 AA2535  Z           -   3,330,933.195 (meters)                     COMP
 AA2535  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 AA2535  ELLIP HEIGHT-         102.25  (meters)          (07/29/02) GPS OBS
 AA2535  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 AA2535
 AA2535  HORZ ORDER  -  FIRST
 AA2535  ELLP ORDER  -  FOURTH    CLASS I
 AA2535
 AA2535.The horizontal coordinates were established by GPS observations
 AA2535.and adjusted by the National Geodetic Survey in November 1994..
 AA2535
 AA2535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2535
 AA2535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2535
 AA2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2535
 AA2535.The ellipsoidal height was determined by GPS observations
 AA2535.and is referenced to NAD 83.
 AA2535
 AA2535.The geoid height was determined by GEOID03.
 AA2535
 AA2535;                    North         East     Units Scale Factor Converg.
 AA2535;SPC AL E     -   131,519.655   206,259.051   MT  0.99996048   +0 02 04.8
 AA2535;UTM  16      - 3,506,322.143   616,832.344   MT  0.99976835   +0 38 51.2
 AA2535
 AA2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2535!SPC AL E     -   0.99998394  x   0.99996048  =   0.99994443
 AA2535!UTM  16      -   0.99998394  x   0.99976835  =   0.99975230
 AA2535
 AA2535:                Primary Azimuth Mark                     Grid Az
 AA2535:SPC AL E     -  55 41                                    159 56 29.4
 AA2535:UTM  16      -  55 41                                    159 19 43.0
 AA2535
 AA2535|---------------------------------------------------------------------|
 AA2535| PID    Reference Object                     Distance      Geod. Az  |
 AA2535|                                                           dddmmss.s |
 AA2535| AA2536 55 41                               APPROX. 0.5 KM 1595834.2 |
 AA2535|---------------------------------------------------------------------|
 AA2535
 AA2535                          SUPERSEDED SURVEY CONTROL
 AA2535
 AA2535  ELLIP H (11/30/94)  102.27   (m)                       GP(       ) 4 1
 AA2535  NGVD 29 (11/30/94)  128.6    (m)          422.     (f) GPS OBS        
 AA2535
 AA2535.Superseded values are not recommended for survey control.
 AA2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2535.See file dsdata.txt to determine how the superseded data were derived.
 AA2535
 AA2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1683206322(NAD 83)
 AA2535_MARKER: DD = SURVEY DISK
 AA2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2535_SP_SET: CONCRETE POST
 AA2535_STAMPING: 55-40 1992
 AA2535_MARK LOGO: ALHD  
 AA2535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2535+STABILITY: SURFACE MOTION
 AA2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2535+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2535
 AA2535  HISTORY     - Date     Condition        Report By
 AA2535  HISTORY     - 1992     MONUMENTED       ALHD
 AA2535
 AA2535                          STATION DESCRIPTION
 AA2535
 AA2535'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2535'THE STATION IS LOCATED IN PIKE COUNTY ON THE WEST RIGHT OF WAY OF PIKE
 AA2535'COUNTY ROAD NO. 73, ABOUT 3.55 MI (5.71 KM) SOUTHEAST OF BRUNDIDGE AND
 AA2535'ABOUT 11.20 MI (18.02 KM) EAST OF SPRING HILL. TO REACH THE STATION
 AA2535'FROM THE JUNCTION OF ALA 125 AND U.S. 231, (MILE POST 25.60 ON ALA 125
 AA2535'AND MILE POST 63.20 ON U.S. 231), AT A CAUTION LIGHT SOUTH OF
 AA2535'BRUNDIDGE, DRIVE SOUTH ON U.S. 231 FOR 0.70 MI (1.13 KM) TO MILE POST
 AA2535'62.50 AND PIKE COUNTY ROAD NO. 2 ON THE LEFT, TURN LEFT ON PIKE COUNTY
 AA2535'ROAD NO. 2 AND DRIVE EAST FOR 3.50 MI (5.63 KM) TO A T-INTERSECTION
 AA2535'WITH PIKE COUNTY ROAD NO. 73 LEFT AND RIGHT, TURN LEFT ON PIKE COUNTY
 AA2535'ROAD NO. 73 AND DRIVE NORTH FOR 0.80 MI (1.29 KM) TO THE STATION ON
 AA2535'THE LEFT. THE STATION IS 3.0 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH
 AA2535'TWO STRANDS OF BARBED WIRE ON WOOD POST, 34.3 FT (10.5 M) WEST OF THE
 AA2535'CENTERLINE OF PIKE COUNTY ROAD NO. 73, 2.9 FT (0.9 M) EAST OF A
 AA2535'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 55-41
 AA2535'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2536 ***********************************************************************
 AA2536  DESIGNATION -  55 41
 AA2536  PID         -  AA2536
 AA2536  STATE/COUNTY-  AL/PIKE
 AA2536  USGS QUAD   -  BRUNDIDGE (1981)
 AA2536
 AA2536                         *CURRENT SURVEY CONTROL
 AA2536  ___________________________________________________________________
 AA2536* NAD 83(1992)-  31 40 54.46884(N)    085 45 55.47624(W)     ADJUSTED  
 AA2536* NAVD 88     -       129.4    (meters)     425.     (feet)  VERTCON   
 AA2536  ___________________________________________________________________
 AA2536  X           -     401,156.493 (meters)                     COMP
 AA2536  Y           -  -5,417,929.325 (meters)                     COMP
 AA2536  Z           -   3,330,511.633 (meters)                     COMP
 AA2536  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 AA2536  ELLIP HEIGHT-         103.18  (meters)          (07/29/02) GPS OBS
 AA2536  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 AA2536
 AA2536  HORZ ORDER  -  FIRST
 AA2536  ELLP ORDER  -  FOURTH    CLASS I
 AA2536
 AA2536.The horizontal coordinates were established by GPS observations
 AA2536.and adjusted by the National Geodetic Survey in November 1994..
 AA2536
 AA2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2536
 AA2536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2536
 AA2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2536
 AA2536.The ellipsoidal height was determined by GPS observations
 AA2536.and is referenced to NAD 83.
 AA2536
 AA2536.The geoid height was determined by GEOID03.
 AA2536
 AA2536;                    North         East     Units Scale Factor Converg.
 AA2536;SPC AL E     -   131,023.823   206,440.093   MT  0.99996051   +0 02 08.4
 AA2536;UTM  16      - 3,505,828.370   617,018.643   MT  0.99976888   +0 38 54.5
 AA2536
 AA2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2536!SPC AL E     -   0.99998380  x   0.99996051  =   0.99994431
 AA2536!UTM  16      -   0.99998380  x   0.99976888  =   0.99975268
 AA2536
 AA2536:                Primary Azimuth Mark                     Grid Az
 AA2536:SPC AL E     -  55 40                                    339 56 29.4
 AA2536:UTM  16      -  55 40                                    339 19 43.3
 AA2536
 AA2536|---------------------------------------------------------------------|
 AA2536| PID    Reference Object                     Distance      Geod. Az  |
 AA2536|                                                           dddmmss.s |
 AA2536| AA2535 55 40                               APPROX. 0.5 KM 3395837.8 |
 AA2536|---------------------------------------------------------------------|
 AA2536
 AA2536                          SUPERSEDED SURVEY CONTROL
 AA2536
 AA2536  ELLIP H (11/30/94)  103.20   (m)                       GP(       ) 4 1
 AA2536  NGVD 29 (11/30/94)  129.5    (m)          425.     (f) GPS OBS        
 AA2536
 AA2536.Superseded values are not recommended for survey control.
 AA2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2536.See file dsdata.txt to determine how the superseded data were derived.
 AA2536
 AA2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1701905828(NAD 83)
 AA2536_MARKER: DD = SURVEY DISK
 AA2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2536_SP_SET: CONCRETE POST
 AA2536_STAMPING: 55-41 1992
 AA2536_MARK LOGO: ALHD  
 AA2536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2536+STABILITY: SURFACE MOTION
 AA2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2536+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2536
 AA2536  HISTORY     - Date     Condition        Report By
 AA2536  HISTORY     - 1992     MONUMENTED       ALHD
 AA2536
 AA2536                          STATION DESCRIPTION
 AA2536
 AA2536'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2536'THE STATION IS LOCATED IN PIKE COUNTY ON THE EAST RIGHT OF WAY OF PIKE
 AA2536'COUNTY ROAD NO. 73, ABOUT 3.95 MI (6.36 KM) SOUTHEAST OF BRUNDIDGE AND
 AA2536'ABOUT 11.50 MI (18.51 KM) EAST OF SPRING HILL. TO REACH THE STATION
 AA2536'FROM THE JUNCTION OF ALA 125 AND U.S. 231, (MILE POST 25.60 ON ALA 125
 AA2536'AND MILE POST 63.20 ON U.S. 231), AT A CAUTION LIGHT SOUTH OF
 AA2536'BRUNDIDGE, DRIVE SOUTH ON U.S. 231 FOR 0.70 MI (1.13 KM) TO MILE POST
 AA2536'62.50 AND PIKE COUNTY ROAD NO. 2 ON THE LEFT, TURN LEFT ON PIKE COUNTY
 AA2536'ROAD NO. 2 AND DRIVE EAST FOR 3.50 MI (5.63 KM) TO A T-INTERSECTION
 AA2536'WITH PIKE COUNTY ROAD NO. 73 LEFT AND RIGHT, TURN LEFT ON PIKE COUNTY
 AA2536'ROAD NO. 73 AND DRIVE NORTH FOR 0.50 MI (0.80 KM) TO THE STATION ON
 AA2536'THE RIGHT. THE STATION IS 2.8 FT (0.9 M) WEST OF A FOUR STRAND BARBED
 AA2536'WIRE FENCE ON WOOD POST, 15.7 FT (4.8 M) SOUTH OF A TWELVE-INCH WOOD
 AA2536'POST IN THE FENCE LINE, 35.4 FT (10.8 M) EAST OF THE CENTERLINE OF
 AA2536'PIKE COUNTY ROAD NO. 73, 2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS
 AA2536'POST, AND SET FLUSH WITH THE GROUND. STATION 55-40 1992 MAY BE USED AS
 AA2536'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2537 ***********************************************************************
 AA2537  DESIGNATION -  55 42
 AA2537  PID         -  AA2537
 AA2537  STATE/COUNTY-  AL/PIKE
 AA2537  USGS QUAD   -  GOSHEN (1968)
 AA2537
 AA2537                         *CURRENT SURVEY CONTROL
 AA2537  ___________________________________________________________________
 AA2537* NAD 83(1992)-  31 39 18.06816(N)    086 07 21.16292(W)     ADJUSTED  
 AA2537* NAVD 88     -       102.7    (meters)     337.     (feet)  VERTCON   
 AA2537  ___________________________________________________________________
 AA2537  X           -     367,481.817 (meters)                     COMP
 AA2537  Y           -  -5,421,856.812 (meters)                     COMP
 AA2537  Z           -   3,327,970.314 (meters)                     COMP
 AA2537  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 AA2537  ELLIP HEIGHT-          76.09  (meters)          (07/29/02) GPS OBS
 AA2537  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AA2537
 AA2537  HORZ ORDER  -  FIRST
 AA2537  ELLP ORDER  -  FOURTH    CLASS I
 AA2537
 AA2537.The horizontal coordinates were established by GPS observations
 AA2537.and adjusted by the National Geodetic Survey in November 1994..
 AA2537
 AA2537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2537
 AA2537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2537
 AA2537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2537
 AA2537.The ellipsoidal height was determined by GPS observations
 AA2537.and is referenced to NAD 83.
 AA2537
 AA2537.The geoid height was determined by GEOID03.
 AA2537
 AA2537;                    North         East     Units Scale Factor Converg.
 AA2537;SPC AL E     -   128,089.099   172,570.673   MT  0.99996928   -0 09 06.4
 AA2537;UTM  16      - 3,502,532.505   583,190.579   MT  0.99968535   +0 27 37.9
 AA2537
 AA2537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2537!SPC AL E     -   0.99998805  x   0.99996928  =   0.99995733
 AA2537!UTM  16      -   0.99998805  x   0.99968535  =   0.99967341
 AA2537
 AA2537                          SUPERSEDED SURVEY CONTROL
 AA2537
 AA2537  ELLIP H (11/30/94)   76.13   (m)                       GP(       ) 4 1
 AA2537  NGVD 29 (11/30/94)  102.7    (m)          337.     (f) GPS OBS        
 AA2537
 AA2537.Superseded values are not recommended for survey control.
 AA2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2537.See file dsdata.txt to determine how the superseded data were derived.
 AA2537
 AA2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8319102533(NAD 83)
 AA2537_MARKER: DD = SURVEY DISK
 AA2537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2537_SP_SET: CONCRETE POST
 AA2537_STAMPING: 55-42 1992
 AA2537_MARK LOGO: ALHD  
 AA2537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2537+STABILITY: SURFACE MOTION
 AA2537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2537+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2537
 AA2537  HISTORY     - Date     Condition        Report By
 AA2537  HISTORY     - 1992     MONUMENTED       ALHD
 AA2537
 AA2537                          STATION DESCRIPTION
 AA2537
 AA2537'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2537'THE STATION IS LOCATED IN PIKE COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2537'PIKE COUNTY ROAD NO. 6, ABOUT 2.95 MI (4.75 KM) EAST-SOUTHEAST OF
 AA2537'GLENWOOD AND ABOUT 4.55 MI (7.32 KM) SOUTH OF GOSHEN. TO REACH THE
 AA2537'STATION FROM THE JUNCTION OF U.S. 29, U.S. 331, AND ALA 10 (MILE POST
 AA2537'55.25 ON U.S. 331, MILE POST 81.95 ON U.S. 29, AND MILE POST 160.75 ON
 AA2537'ALA 10) AT A TRAFFIC LIGHT IN LUVERNE, DRIVE SOUTH ON U.S. 331 AND
 AA2537'U.S. 29 FOR 0.60 MI (0.97 KM) TO MILE POST 54.65 AND CRENSHAW COUNTY
 AA2537'ROAD NO. 6 (GLENWOOD RD) ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY
 AA2537'ROAD NO. 6 AND DRIVE SOUTHEAST FOR 7.35 MI, PASSING THROUGH THE TOWN
 AA2537'OF GLENWOOD, TO THE CRENSHAW-PIKE COUNTY LINE, CONTINUE SOUTHEAST AND
 AA2537'EAST ON PIKE COUNTY ROAD NO. 6 FOR 2.35 MI (3.78 KM) TO THE STATION ON
 AA2537'THE LEFT. THE STATION IS 31.0 FT (9.4 M) NORTH OF THE CENTER OF PIKE
 AA2537'COUNTY ROAD NO. 6, 107.5 FT (32.8 M) NORTHEAST OF A POWER POLE ACROSS
 AA2537'THE ROAD, 1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA2537'FLUSH WITH THE GROUND. STATION 55-43 1992 MAY BE USED AS AN AZIMUTH
 AA2537'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2538 ***********************************************************************
 AA2538  DESIGNATION -  55 43
 AA2538  PID         -  AA2538
 AA2538  STATE/COUNTY-  AL/PIKE
 AA2538  USGS QUAD   -  GOSHEN (1968)
 AA2538
 AA2538                         *CURRENT SURVEY CONTROL
 AA2538  ___________________________________________________________________
 AA2538* NAD 83(1992)-  31 39 40.58963(N)    086 06 45.46888(W)     ADJUSTED  
 AA2538* NAVD 88     -       103.2    (meters)     339.     (feet)  VERTCON   
 AA2538  ___________________________________________________________________
 AA2538  X           -     368,395.410 (meters)                     COMP
 AA2538  Y           -  -5,421,430.359 (meters)                     COMP
 AA2538  Z           -   3,328,561.050 (meters)                     COMP
 AA2538  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AA2538  ELLIP HEIGHT-          76.63  (meters)          (07/29/02) GPS OBS
 AA2538  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AA2538
 AA2538  HORZ ORDER  -  FIRST
 AA2538  ELLP ORDER  -  FOURTH    CLASS I
 AA2538
 AA2538.The horizontal coordinates were established by GPS observations
 AA2538.and adjusted by the National Geodetic Survey in November 1994..
 AA2538
 AA2538.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2538
 AA2538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2538
 AA2538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2538
 AA2538.The ellipsoidal height was determined by GPS observations
 AA2538.and is referenced to NAD 83.
 AA2538
 AA2538.The geoid height was determined by GEOID03.
 AA2538
 AA2538;                    North         East     Units Scale Factor Converg.
 AA2538;SPC AL E     -   128,780.294   173,512.807   MT  0.99996865   -0 08 47.8
 AA2538;UTM  16      - 3,503,233.531   584,125.008   MT  0.99968728   +0 27 56.9
 AA2538
 AA2538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2538!SPC AL E     -   0.99998797  x   0.99996865  =   0.99995662
 AA2538!UTM  16      -   0.99998797  x   0.99968728  =   0.99967525
 AA2538
 AA2538                          SUPERSEDED SURVEY CONTROL
 AA2538
 AA2538  ELLIP H (11/30/94)   76.68   (m)                       GP(       ) 4 1
 AA2538  NGVD 29 (11/30/94)  103.2    (m)          339.     (f) GPS OBS        
 AA2538
 AA2538.Superseded values are not recommended for survey control.
 AA2538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2538.See file dsdata.txt to determine how the superseded data were derived.
 AA2538
 AA2538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8412503234(NAD 83)
 AA2538_MARKER: DD = SURVEY DISK
 AA2538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2538_SP_SET: CONCRETE POST
 AA2538_STAMPING: 55-43 1992
 AA2538_MARK LOGO: ALHD  
 AA2538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2538+STABILITY: SURFACE MOTION
 AA2538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2538+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2538
 AA2538  HISTORY     - Date     Condition        Report By
 AA2538  HISTORY     - 1992     MONUMENTED       ALHD
 AA2538
 AA2538                          STATION DESCRIPTION
 AA2538
 AA2538'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2538'THE STATION IS LOCATED IN PIKE COUNTY ON THE EAST RIGHT OF WAY OF PIKE
 AA2538'COUNTY ROAD NO. 101, ABOUT 3.00 MI (4.83 KM) EAST OF GLENWOOD AND
 AA2538'ABOUT 4.20 MI (6.76 KM) SOUTH-SOUTHEAST OF GOSHEN TO REACH THE STATION
 AA2538'FROM THE JUNCTION OF U.S. 29, U.S. 331, AND ALA 10 (MILE POST 55.25 ON
 AA2538'U.S. 331, MILE POST 81.95 ON U.S. 29, AND MILE POST 160.75 ON ALA 10)
 AA2538'AT A TRAFFIC LIGHT IN LUVERNE, DRIVE SOUTH ON U.S. 331 AND U.S. 29 FOR
 AA2538'0.60 MI (0.97 KM) TO MILE POST 54.65 AND CRENSHAW COUNTY ROAD NO. 6
 AA2538'(GLENWOOD RD) ON THE LEFT, TURN LEFT ON CRENSHAW COUNTY ROAD NO. 6 AND
 AA2538'DRIVE SOUTHEAST FOR 7.35 MI, PASSING THROUGH THE TOWN OF GLENWOOD, TO
 AA2538'THE CRENSHAW-PIKE COUNTY LINE, CONTINUE SOUTHEAST AND EAST ON PIKE
 AA2538'COUNTY ROAD NO. 6 FOR 2.95 MI (4.75 KM) TO PIKE COUNTY ROAD NO. 101 ON
 AA2538'THE LEFT, TURN LEFT ON PIKE COUNTY ROAD NO. 101 AND DRIVE NORTH FOR
 AA2538'0.40 MI (0.64 KM) TO THE STATION ON THE RIGHT. THE STATION IS 15.5 FT
 AA2538'(4.7 M) WEST OF A ONE STRAND ELECTRIC FENCE ON SMALL PLASTIC POSTS,
 AA2538'37.6 FT (11.5 M) EAST OF THE CENTERLINE OF PIKE COUNTY ROAD NO. 101,
 AA2538'71.0 FT (21.6 M) NORTH OF THE CENTER OF A FIELD ROAD, 97.6 FT (29.7 M)
 AA2538'NORTH OF A POWER POLE, 2.2 FT (0.7 M) WEST OF A CARSONITE WITNESS
 AA2538'POST, AND SET FLUSH WITH THE GROUND. STATION 55-42 1992 MAY BE USED AS
 AA2538'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2399 ***********************************************************************
 BT2399  DESIGNATION -  55 5
 BT2399  PID         -  BT2399
 BT2399  STATE/COUNTY-  AL/PIKE
 BT2399  USGS QUAD   -  SACO (1979)
 BT2399
 BT2399                         *CURRENT SURVEY CONTROL
 BT2399  ___________________________________________________________________
 BT2399* NAD 83(1992)-  31 54 48.49805(N)    085 48 24.23208(W)     ADJUSTED  
 BT2399* NAVD 88     -       179.3    (meters)     588.     (feet)  GPS OBS   
 BT2399  ___________________________________________________________________
 BT2399  X           -     396,262.337 (meters)                     COMP
 BT2399  Y           -  -5,404,759.249 (meters)                     COMP
 BT2399  Z           -   3,352,371.525 (meters)                     COMP
 BT2399  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 BT2399  ELLIP HEIGHT-         152.78  (meters)          (07/29/02) GPS OBS
 BT2399  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BT2399
 BT2399  HORZ ORDER  -  FIRST
 BT2399  ELLP ORDER  -  FOURTH    CLASS I
 BT2399
 BT2399.The horizontal coordinates were established by GPS observations
 BT2399.and adjusted by the National Geodetic Survey in December 1992..
 BT2399
 BT2399.The orthometric height was determined by GPS observations and a
 BT2399.high-resolution geoid model.
 BT2399
 BT2399.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2399
 BT2399.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2399
 BT2399.The ellipsoidal height was determined by GPS observations
 BT2399.and is referenced to NAD 83.
 BT2399
 BT2399.The geoid height was determined by GEOID03.
 BT2399
 BT2399;                    North         East     Units Scale Factor Converg.
 BT2399;SPC AL E     -   156,709.958   202,515.983   MT  0.99996008   +0 00 50.6
 BT2399;UTM  16      - 3,531,465.858   612,819.969   MT  0.99975697   +0 37 51.1
 BT2399
 BT2399!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2399!SPC AL E     -   0.99997601  x   0.99996008  =   0.99993609
 BT2399!UTM  16      -   0.99997601  x   0.99975697  =   0.99973299
 BT2399
 BT2399                          SUPERSEDED SURVEY CONTROL
 BT2399
 BT2399  ELLIP H (12/04/92)  152.81   (m)                       GP(       ) 4 1
 BT2399  NAD 83(1986)-  31 54 48.50651(N)    085 48 24.22991(W) AD(       ) 1
 BT2399  NGVD 29 (12/04/92)  179.4    (m)          589.     (f) GPS OBS        
 BT2399
 BT2399.Superseded values are not recommended for survey control.
 BT2399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2399.See file dsdata.txt to determine how the superseded data were derived.
 BT2399
 BT2399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1282031466(NAD 83)
 BT2399_MARKER: DD = SURVEY DISK
 BT2399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2399_SP_SET: CONCRETE POST
 BT2399_STAMPING: 55-5 1991
 BT2399_MARK LOGO: ALHD  
 BT2399_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2399+STABILITY: SURFACE MOTION
 BT2399_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2399+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2399
 BT2399  HISTORY     - Date     Condition        Report By
 BT2399  HISTORY     - 1991     MONUMENTED       ALHD
 BT2399
 BT2399                          STATION DESCRIPTION
 BT2399
 BT2399'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2399'THE STATION IS LOCATED IN PIKE COUNTY ON THE EAST RIGHT OF WAY OF ALA
 BT2399'223, ABOUT 3.25 MI (5.23 KM) SOUTH OF SACO AND ABOUT 12.00 MI
 BT2399'(19.31 KM) NORTHEAST OF TROY.
 BT2399'TO REACH THE STATION FOM THE JUNCTION OF U.S. 82 AND ALA 223 (MILE
 BT2399'POST 26.55 ON ALA 223 AND MILE POST 198.65 ON U. S. 82) IN UNION
 BT2399'SPRINGS, DRIVE SOUTH ON ALA 223 FOR 19.05 MI (30.66 KM) TO MILE POST
 BT2399'7.50 AND THE STATION ON THE LEFT.
 BT2399'THE STATION IS NEAR THE CREST OF A TEN FOOT BACKSLOPE, 57.0 FT
 BT2399'(17.4 M) EAST-NORTHEAST OF THE CENTERLINE OF ALA 223, 170.8 FT
 BT2399'(52.1 M) NORTH-NORTHWEST OF A TRANSFORMER AND CABLE POLE, 1.7 FT
 BT2399'(0.5 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BT2399'WITH THE GROUND.
 BT2399'STATION 55-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2400 ***********************************************************************
 BT2400  DESIGNATION -  55 6
 BT2400  PID         -  BT2400
 BT2400  STATE/COUNTY-  AL/PIKE
 BT2400  USGS QUAD   -  SACO (1979)
 BT2400
 BT2400                         *CURRENT SURVEY CONTROL
 BT2400  ___________________________________________________________________
 BT2400* NAD 83(1992)-  31 55 06.94488(N)    085 48 51.72786(W)     ADJUSTED  
 BT2400* NAVD 88     -       163.6    (meters)     537.     (feet)  GPS OBS   
 BT2400  ___________________________________________________________________
 BT2400  X           -     395,518.957 (meters)                     COMP
 BT2400  Y           -  -5,404,499.046 (meters)                     COMP
 BT2400  Z           -   3,352,845.471 (meters)                     COMP
 BT2400  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 BT2400  ELLIP HEIGHT-         136.97  (meters)          (07/29/02) GPS OBS
 BT2400  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BT2400
 BT2400  HORZ ORDER  -  FIRST
 BT2400  ELLP ORDER  -  FOURTH    CLASS I
 BT2400
 BT2400.The horizontal coordinates were established by GPS observations
 BT2400.and adjusted by the National Geodetic Survey in December 1992..
 BT2400
 BT2400.The orthometric height was determined by GPS observations and a
 BT2400.high-resolution geoid model.
 BT2400
 BT2400.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2400
 BT2400.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2400
 BT2400.The ellipsoidal height was determined by GPS observations
 BT2400.and is referenced to NAD 83.
 BT2400
 BT2400.The geoid height was determined by GEOID03.
 BT2400
 BT2400;                    North         East     Units Scale Factor Converg.
 BT2400;SPC AL E     -   157,277.973   201,793.523   MT  0.99996004   +0 00 36.1
 BT2400;UTM  16      - 3,532,025.948   612,091.585   MT  0.99975495   +0 37 36.9
 BT2400
 BT2400!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2400!SPC AL E     -   0.99997849  x   0.99996004  =   0.99993853
 BT2400!UTM  16      -   0.99997849  x   0.99975495  =   0.99973345
 BT2400
 BT2400                          SUPERSEDED SURVEY CONTROL
 BT2400
 BT2400  ELLIP H (12/04/92)  137.01   (m)                       GP(       ) 4 1
 BT2400  NAD 83(1986)-  31 55 06.95336(N)    085 48 51.72570(W) AD(       ) 1
 BT2400  NGVD 29 (12/04/92)  163.6    (m)          537.     (f) GPS OBS        
 BT2400
 BT2400.Superseded values are not recommended for survey control.
 BT2400.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2400.See file dsdata.txt to determine how the superseded data were derived.
 BT2400
 BT2400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1209232026(NAD 83)
 BT2400_MARKER: DD = SURVEY DISK
 BT2400_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2400_SP_SET: CONCRETE POST
 BT2400_STAMPING: 55-6 1991
 BT2400_MARK LOGO: ALHD  
 BT2400_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2400_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2400+STABILITY: SURFACE MOTION
 BT2400_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2400+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2400
 BT2400  HISTORY     - Date     Condition        Report By
 BT2400  HISTORY     - 1991     MONUMENTED       ALHD
 BT2400
 BT2400                          STATION DESCRIPTION
 BT2400
 BT2400'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2400'THE STATION IS LOCATED IN PIKE COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 BT2400'ALA 223, ABOUT 2.60 MI (4.18 KM) SOUTH OF SACO AND ABOUT 11.90 MI
 BT2400'(19.15 KM) NORTHEAST OF TROY.
 BT2400'TO REACH THE STATION FOM THE JUNCTION OF U.S. 82 AND ALA 223 (MILE
 BT2400'POST 26.55 ON ALA 223 AND MILE POST 198.65 ON U.S. 82) IN UNION
 BT2400'SPRINGS, DRIVE SOUTH ON ALA 223 FOR 18.45 MI (29.69 KM) TO MILE POST
 BT2400'8.10 AND THE STATION ON THE LEFT.
 BT2400'THE STATION IS 17.2 FT (5.2 M) NORTH OF TELEPHONE CABLE PEDESTAL NO.
 BT2400'PED 48, 29.0 FT (8.8 M) EAST OF THE CENTER OF A PAVED TURN OUT FOR A
 BT2400'GRAVEL ROAD, 41.2 FT (12.6 M) EAST OF A STOP SIGN, 59.0 FT (18.0 M)
 BT2400'NORTHEAST OF THE CENTERLINE OF ALA 223, 4.8 FT (1.5 M) WEST OF A
 BT2400'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2400'STATION 55-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2401 ***********************************************************************
 BT2401  DESIGNATION -  55 7
 BT2401  PID         -  BT2401
 BT2401  STATE/COUNTY-  AL/PIKE
 BT2401  USGS QUAD   -  TROY (1981)
 BT2401
 BT2401                         *CURRENT SURVEY CONTROL
 BT2401  ___________________________________________________________________
 BT2401* NAD 83(1992)-  31 50 25.48340(N)    085 53 15.43560(W)     ADJUSTED  
 BT2401* NAVD 88     -       166.0    (meters)     545.     (feet)  GPS OBS   
 BT2401  ___________________________________________________________________
 BT2401  X           -     388,937.538 (meters)                     COMP
 BT2401  Y           -  -5,409,569.367 (meters)                     COMP
 BT2401  Z           -   3,345,484.960 (meters)                     COMP
 BT2401  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 BT2401  ELLIP HEIGHT-         139.52  (meters)          (07/29/02) GPS OBS
 BT2401  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BT2401
 BT2401  HORZ ORDER  -  FIRST
 BT2401  ELLP ORDER  -  FOURTH    CLASS I
 BT2401
 BT2401.The horizontal coordinates were established by GPS observations
 BT2401.and adjusted by the National Geodetic Survey in December 1992..
 BT2401
 BT2401.The orthometric height was determined by GPS observations and a
 BT2401.high-resolution geoid model.
 BT2401
 BT2401.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2401
 BT2401.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2401
 BT2401.The ellipsoidal height was determined by GPS observations
 BT2401.and is referenced to NAD 83.
 BT2401
 BT2401.The geoid height was determined by GEOID03.
 BT2401
 BT2401;                    North         East     Units Scale Factor Converg.
 BT2401;SPC AL E     -   148,610.066   194,861.528   MT  0.99996033   -0 01 43.1
 BT2401;UTM  16      - 3,523,285.864   605,254.678   MT  0.99973663   +0 35 12.8
 BT2401
 BT2401!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2401!SPC AL E     -   0.99997809  x   0.99996033  =   0.99993842
 BT2401!UTM  16      -   0.99997809  x   0.99973663  =   0.99971473
 BT2401
 BT2401:                Primary Azimuth Mark                     Grid Az
 BT2401:SPC AL E     -  Y 454                                    292 05 34.1
 BT2401:UTM  16      -  Y 454                                    291 28 38.2
 BT2401
 BT2401|---------------------------------------------------------------------|
 BT2401| PID    Reference Object                     Distance      Geod. Az  |
 BT2401|                                                           dddmmss.s |
 BT2401| BT1491 Y 454                               474.384 METERS 2920351.0 |
 BT2401|---------------------------------------------------------------------|
 BT2401
 BT2401                          SUPERSEDED SURVEY CONTROL
 BT2401
 BT2401  ELLIP H (12/04/92)  139.56   (m)                       GP(       ) 4 1
 BT2401  NAD 83(1986)-  31 50 25.49226(N)    085 53 15.43385(W) AD(       ) 1
 BT2401  NGVD 29 (12/04/92)  166.1    (m)          545.     (f) GPS OBS        
 BT2401
 BT2401.Superseded values are not recommended for survey control.
 BT2401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2401.See file dsdata.txt to determine how the superseded data were derived.
 BT2401
 BT2401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA0525523286(NAD 83)
 BT2401_MARKER: DD = SURVEY DISK
 BT2401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2401_SP_SET: CONCRETE POST
 BT2401_STAMPING: 55-7 1991
 BT2401_MARK LOGO: ALHD  
 BT2401_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BT2401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2401+STABILITY: SURFACE MOTION
 BT2401_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2401+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BT2401
 BT2401  HISTORY     - Date     Condition        Report By
 BT2401  HISTORY     - 1991     MONUMENTED       ALHD
 BT2401
 BT2401                          STATION DESCRIPTION
 BT2401
 BT2401'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2401'THE STATION IS LOCATED IN PIKE COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2401'U.S. 29, ABOUT 3.25 MI (5.23 KM) NORTHWEST OF BANKS AND ABOUT 5.35 MI
 BT2401'(8.61 KM) NORTHEAST OF TROY.
 BT2401'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND ALA 93 (MILE
 BT2401'POST 113.30 ON U.S. 29 AND MILE POST 0 ON ALA 93) IN BANKS, DRIVE
 BT2401'WEST ON U.S. 29 FOR 3.40 MI (5.47 KM) TO MILE POST 109.90 AND THE
 BT2401'STATION ON THE LEFT.
 BT2401'THE STATION IS LOCATED BETWEEN U.S. 29 AND A RAILROAD IN LINE WITH A
 BT2401'ROW OF TELEGRAPH POLES, 28.4 FT (8.7 M) NORTH-NORTHEAST OF THE
 BT2401'CENTERLINE OF U.S. 29, 30.8 FT (9.4 M) SOUTH-SOUTHWEST OF THE SOUTH
 BT2401'RAIL OF THE RAILROAD, 69.9 FT (21.3 M) NORTH-NORTHEAST OF THE CENTER
 BT2401'OF THE FRONT DOORS OF AN OLD SERVICE STATION ACROSS U.S. 29, 83.0 FT
 BT2401'(25.3 M) NORTH-NORTHWEST OF A POWER AND NIGHT LIGHT POLE ACROSS U.S.
 BT2401'29, 89.7 FT (27.3 M) NORTH OF THE EAST CORNER OF AN OLD SERVICE
 BT2401'STATION ACROSS U.S. 29, 90.5 FT (27.6 M) NORTHEAST OF THE WEST CORNER
 BT2401'OF AN OLD SERVICE STATION ACROSS U.S. 29, 92.0 FT (28.0 M) SOUTHEAST
 BT2401'OF THE CENTER OF A FIELD ROAD GRADE CROSSING, 102.9 FT (31.4 M) EAST
 BT2401'OF A FENCE CORNER ACROSS U.S. 29, AND 103.7 FT (31.6 M) EAST OF
 BT2401'TELEPHONE CABLE PEDESTAL NO. P 119 ACROSS U.S. 29.
 BT2401'BENCH MARK Y 454 1981 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2503 ***********************************************************************
 AA2503  DESIGNATION -  55 8
 AA2503  PID         -  AA2503
 AA2503  STATE/COUNTY-  AL/PIKE
 AA2503  USGS QUAD   -  CHINA GROVE (1979)
 AA2503
 AA2503                         *CURRENT SURVEY CONTROL
 AA2503  ___________________________________________________________________
 AA2503* NAD 83(1992)-  32 01 02.21898(N)    085 57 01.25692(W)     ADJUSTED  
 AA2503* NAVD 88     -       144.6    (meters)     474.     (feet)  VERTCON   
 AA2503  ___________________________________________________________________
 AA2503  X           -     382,281.005 (meters)                     COMP
 AA2503  Y           -  -5,399,626.684 (meters)                     COMP
 AA2503  Z           -   3,362,118.857 (meters)                     COMP
 AA2503  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AA2503  ELLIP HEIGHT-         117.55  (meters)          (07/29/02) GPS OBS
 AA2503  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AA2503
 AA2503  HORZ ORDER  -  FIRST
 AA2503  ELLP ORDER  -  FOURTH    CLASS I
 AA2503
 AA2503.The horizontal coordinates were established by GPS observations
 AA2503.and adjusted by the National Geodetic Survey in November 1994..
 AA2503
 AA2503.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2503
 AA2503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2503
 AA2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2503
 AA2503.The ellipsoidal height was determined by GPS observations
 AA2503.and is referenced to NAD 83.
 AA2503
 AA2503.The geoid height was determined by GEOID03.
 AA2503
 AA2503;                    North         East     Units Scale Factor Converg.
 AA2503;SPC AL E     -   168,226.422   188,945.322   MT  0.99996151   -0 03 43.3
 AA2503;UTM  16      - 3,542,832.831   599,128.978   MT  0.99972118   +0 33 23.6
 AA2503
 AA2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2503!SPC AL E     -   0.99998154  x   0.99996151  =   0.99994305
 AA2503!UTM  16      -   0.99998154  x   0.99972118  =   0.99970273
 AA2503
 AA2503                          SUPERSEDED SURVEY CONTROL
 AA2503
 AA2503  ELLIP H (11/30/94)  117.61   (m)                       GP(       ) 4 1
 AA2503  NGVD 29 (11/30/94)  144.6    (m)          474.     (f) GPS OBS        
 AA2503
 AA2503.Superseded values are not recommended for survey control.
 AA2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2503.See file dsdata.txt to determine how the superseded data were derived.
 AA2503
 AA2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9912942833(NAD 83)
 AA2503_MARKER: DD = SURVEY DISK
 AA2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2503_SP_SET: CONCRETE POST
 AA2503_STAMPING: 55-8 1992
 AA2503_MARK LOGO: ALHD  
 AA2503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2503+STABILITY: SURFACE MOTION
 AA2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2503+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2503
 AA2503  HISTORY     - Date     Condition        Report By
 AA2503  HISTORY     - 1992     MONUMENTED       ALHD
 AA2503
 AA2503                          STATION DESCRIPTION
 AA2503
 AA2503'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2503'THE STATION IS LOCATED IN PIKE COUNTY ON THE EAST RIGHT OF WAY OF A
 AA2503'PAVED COUNTY ROAD, ABOUT 0.90 MI (1.45 KM) SOUTH OF CHINA GROVE AND
 AA2503'ABOUT 14.45 MI (23.25 KM) NORTH OF TROY. TO REACH THE STATION FROM THE
 AA2503'JUNCTION OF U.S. 231 AND ALA 87, (MILE POST 79.60 ON U.S. 231 AND MILE
 AA2503'POST 66.20 ON ALA 87), DRIVE NORTH ON U.S. 231 FOR 3.20 MI (5.15 KM)
 AA2503'TO MILE POST 82.80 AND PIKE COUNTY ROAD NO. 105 ON THE RIGHT, TURN
 AA2503'RIGHT ON PIKE COUNTY ROAD NO. 105 AND DRIVE NORTH FOR 5.95 MI (9.58
 AA2503'KM) TO A PAVED CROSSROADS, TURN RIGHT ON THE PAVED COUNTY ROAD AND
 AA2503'DRIVE NORTHEAST FOR 5.30 MI (8.53 KM) TO THE STATION ON THE RIGHT. THE
 AA2503'STATION IS 3.5 FT (1.1 M) WEST OF A FIVE STRAND BARBED WIRE FENCE ON
 AA2503'STEEL POST, 7.0 FT (2.1 M) SOUTHWEST OF THE SOUTH ONE OF TWO SIX-INCH
 AA2503'BY SIX-INCH BRACED WOOD POST, 27.6 FT (8.4 M) EAST OF THE CENTERLINE
 AA2503'OF THE PAVED COUNTY ROAD, 126.4 FT (38.5 M) SOUTH-SOUTHWEST OF THE
 AA2503'NORTHWEST BRACED FENCE CORNER, 3.7 FT (1.1 M) WEST OF A CARSONITE
 AA2503'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 55-9 1992 MAY BE
 AA2503'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2504 ***********************************************************************
 AA2504  DESIGNATION -  55 9
 AA2504  PID         -  AA2504
 AA2504  STATE/COUNTY-  AL/PIKE
 AA2504  USGS QUAD   -  CHINA GROVE (1979)
 AA2504
 AA2504                         *CURRENT SURVEY CONTROL
 AA2504  ___________________________________________________________________
 AA2504* NAD 83(1992)-  32 01 25.98378(N)    085 56 52.23155(W)     ADJUSTED  
 AA2504* NAVD 88     -       155.6    (meters)     510.     (feet)  VERTCON   
 AA2504  ___________________________________________________________________
 AA2504  X           -     382,490.501 (meters)                     COMP
 AA2504  Y           -  -5,399,232.058 (meters)                     COMP
 AA2504  Z           -   3,362,745.315 (meters)                     COMP
 AA2504  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AA2504  ELLIP HEIGHT-         128.51  (meters)          (07/29/02) GPS OBS
 AA2504  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AA2504
 AA2504  HORZ ORDER  -  FIRST
 AA2504  ELLP ORDER  -  FOURTH    CLASS I
 AA2504
 AA2504.The horizontal coordinates were established by GPS observations
 AA2504.and adjusted by the National Geodetic Survey in November 1994..
 AA2504
 AA2504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2504
 AA2504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2504
 AA2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2504
 AA2504.The ellipsoidal height was determined by GPS observations
 AA2504.and is referenced to NAD 83.
 AA2504
 AA2504.The geoid height was determined by GEOID03.
 AA2504
 AA2504;                    North         East     Units Scale Factor Converg.
 AA2504;SPC AL E     -   168,958.143   189,182.943   MT  0.99996144   -0 03 38.6
 AA2504;UTM  16      - 3,543,566.899   599,358.629   MT  0.99972175   +0 33 28.7
 AA2504
 AA2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2504!SPC AL E     -   0.99997982  x   0.99996144  =   0.99994126
 AA2504!UTM  16      -   0.99997982  x   0.99972175  =   0.99970158
 AA2504
 AA2504                          SUPERSEDED SURVEY CONTROL
 AA2504
 AA2504  ELLIP H (11/30/94)  128.57   (m)                       GP(       ) 4 1
 AA2504  NGVD 29 (11/30/94)  155.6    (m)          510.     (f) GPS OBS        
 AA2504
 AA2504.Superseded values are not recommended for survey control.
 AA2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2504.See file dsdata.txt to determine how the superseded data were derived.
 AA2504
 AA2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9935943567(NAD 83)
 AA2504_MARKER: DD = SURVEY DISK
 AA2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2504_SP_SET: CONCRETE POST
 AA2504_STAMPING: 55-9 1992
 AA2504_MARK LOGO: ALHD  
 AA2504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2504+STABILITY: SURFACE MOTION
 AA2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2504+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2504
 AA2504  HISTORY     - Date     Condition        Report By
 AA2504  HISTORY     - 1992     MONUMENTED       ALHD
 AA2504
 AA2504                          STATION DESCRIPTION
 AA2504
 AA2504'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2504'THE STATION IS LOCATED IN PIKE COUNTY ON THE WEST RIGHT OF WAY OF A
 AA2504'PAVED COUNTY ROAD, ABOUT 0.45 MI (0.72 KM) SOUTH OF CHINA GROVE AND
 AA2504'ABOUT 14.90 MI (23.98 KM) NORTH OF TROY. TO REACH THE STATION FROM THE
 AA2504'JUNCTION OF U.S. 231 AND ALA 87, (MILE POST 79.60 ON U.S. 231 AND MILE
 AA2504'POST 66.20 ON ALA 87), DRIVE NORTH ON U.S. 231 FOR 3.20 MI (5.15 KM)
 AA2504'TO MILE POST 82.80 AND PIKE COUNTY ROAD NO. 105 ON THE RIGHT, TURN
 AA2504'RIGHT ON PIKE COUNTY ROAD NO. 105 AND DRIVE NORTH FOR 5.95 MI (9.58
 AA2504'KM) TO A PAVED CROSSROADS, TURN RIGHT ON THE PAVED COUNTY ROAD AND
 AA2504'DRIVE NORTHEAST FOR 5.75 MI (9.25 KM) TO THE STATION ON THE LEFT. THE
 AA2504'STATION IS 2.6 FT (0.8 M) EAST-SOUTHEAST OF A HOG WIRE FENCE WITH FOUR
 AA2504'STRANDS OF BARBED WIRE ON WOOD POST, 27.7 FT (8.4 M) WEST-NORTHWEST OF
 AA2504'THE CENTERLINE OF THE PAVED COUNTY ROAD, 75.4 FT (23.0 M) NORTH OF A
 AA2504'PAVED COUNTY ROAD RIGHT SIGN ACROSS THE PAVED COUNTY ROAD, 98.1 FT
 AA2504'(29.9 M) NORTH-NORTHEAST OF A POWER POLE, 2.3 FT (0.7 M) EAST OF A
 AA2504'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 55-8
 AA2504'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1180 ***********************************************************************
 DH1180  DESIGNATION -  550 B 17
 DH1180  PID         -  DH1180
 DH1180  STATE/COUNTY-  AL/JEFFERSON
 DH1180  USGS QUAD   -  PINSON (1979)
 DH1180
 DH1180                         *CURRENT SURVEY CONTROL
 DH1180  ___________________________________________________________________
 DH1180* NAD 83(1986)-  33 41 30.     (N)    086 38 47.     (W)     SCALED    
 DH1180* NAVD 88     -       232.101  (meters)     761.48   (feet)  ADJUSTED  
 DH1180  ___________________________________________________________________
 DH1180  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH1180  DYNAMIC HT  -         231.843 (meters)     760.64  (feet)  COMP
 DH1180  MODELED GRAV-     979,522.6   (mgal)                       NAVD 88
 DH1180
 DH1180  VERT ORDER  -  SECOND    CLASS 0
 DH1180
 DH1180.The horizontal coordinates were scaled from a topographic map and have
 DH1180.an estimated accuracy of +/- 6 seconds.
 DH1180
 DH1180.The orthometric height was determined by differential leveling
 DH1180.and adjusted by the National Geodetic Survey in June 1991..
 DH1180
 DH1180.The geoid height was determined by GEOID03.
 DH1180
 DH1180.The dynamic height is computed by dividing the NAVD 88
 DH1180.geopotential number by the normal gravity value computed on the
 DH1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1180.degrees latitude (g = 980.6199 gals.).
 DH1180
 DH1180.The modeled gravity was interpolated from observed gravity values.
 DH1180
 DH1180;                    North         East    Units  Estimated Accuracy
 DH1180;SPC AL W     -   409,650.      679,140.      MT  (+/- 180 meters Scaled)
 DH1180
 DH1180                          SUPERSEDED SURVEY CONTROL
 DH1180
 DH1180  NGVD 29 (??/??/92)  232.053  (m)          761.33   (f) ADJ UNCH    2 0
 DH1180
 DH1180.Superseded values are not recommended for survey control.
 DH1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1180.See file dsdata.txt to determine how the superseded data were derived.
 DH1180
 DH1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC327280(NAD 83)
 DH1180_MARKER: DD = SURVEY DISK
 DH1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1180_STAMPING: 550 B 17
 DH1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1180+STABILITY: SURFACE MOTION
 DH1180
 DH1180  HISTORY     - Date     Condition        Report By
 DH1180  HISTORY     - UNK      MONUMENTED       ALGS
 DH1180  HISTORY     - 1947     GOOD             NGS
 DH1180
 DH1180                          STATION DESCRIPTION
 DH1180
 DH1180'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1180'2.45 MI E FROM MT PINSON.
 DH1180'ABOUT 2.45 MILES EAST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT MT.
 DH1180'PINSON, SET IN THE SOUTHWEST CORNER OF THE FARM YARD AT G. R. GRAYS
 DH1180'RESIDENCE, 30 FEET SOUTH OF THE CENTER LINE OF THE ROAD AT A CURVE
 DH1180'WITH TANGENTS EXTENDING NORTHWEST AND NORTHEAST, 27 FEET WEST OF THE
 DH1180'CENTER LINE OF A FARM LANE LEADING SOUTH, 111 FEET SOUTHWEST OF THE
 DH1180'SOUTHWEST CORNER OF THE HOUSE, 24 FEET NORTHEAST OF A POWER POLE, 1.5
 DH1180'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 DH1180'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE--
 DH1180'MARK MAY BE REACHED FROM THE SCHOOL AT CLAY, JEFFERSON COUNTY BY GOING
 DH1180'ABOUT 1.3 MILES SOUTHWEST ALONG THE CHALKVILLE ROAD, THENCE ABOUT 1.55
 DH1180'MILES WEST ALONG A BLACK TOP ROAD LEADING TO MT. PINSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1072 ***********************************************************************
 DH1072  DESIGNATION -  551
 DH1072  PID         -  DH1072
 DH1072  STATE/COUNTY-  AL/JEFFERSON
 DH1072  USGS QUAD   -  WARRIOR (1986)
 DH1072
 DH1072                         *CURRENT SURVEY CONTROL
 DH1072  ___________________________________________________________________
 DH1072* NAD 83(1986)-  33 48 42.     (N)    086 48 35.     (W)     SCALED    
 DH1072* NAVD 88     -       168.214  (meters)     551.88   (feet)  ADJUSTED  
 DH1072  ___________________________________________________________________
 DH1072  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DH1072  DYNAMIC HT  -         168.036 (meters)     551.30  (feet)  COMP
 DH1072  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 DH1072
 DH1072  VERT ORDER  -  FIRST     CLASS II
 DH1072
 DH1072.The horizontal coordinates were scaled from a topographic map and have
 DH1072.an estimated accuracy of +/- 6 seconds.
 DH1072
 DH1072.The orthometric height was determined by differential leveling
 DH1072.and adjusted by the National Geodetic Survey in June 1991..
 DH1072
 DH1072.The geoid height was determined by GEOID03.
 DH1072
 DH1072.The dynamic height is computed by dividing the NAVD 88
 DH1072.geopotential number by the normal gravity value computed on the
 DH1072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1072.degrees latitude (g = 980.6199 gals.).
 DH1072
 DH1072.The modeled gravity was interpolated from observed gravity values.
 DH1072
 DH1072;                    North         East    Units  Estimated Accuracy
 DH1072;SPC AL W     -   422,840.      663,910.      MT  (+/- 180 meters Scaled)
 DH1072
 DH1072                          SUPERSEDED SURVEY CONTROL
 DH1072
 DH1072.No superseded survey control is available for this station.
 DH1072
 DH1072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC176412(NAD 83)
 DH1072_MARKER: DD = SURVEY DISK
 DH1072_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1072_SP_SET: WALL
 DH1072_STAMPING: 551 1903
 DH1072_MARK LOGO: USGS  
 DH1072_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1072_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH1072+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 DH1072
 DH1072  HISTORY     - Date     Condition        Report By
 DH1072  HISTORY     - 1903     MONUMENTED       USGS
 DH1072  HISTORY     - 1944     GOOD             NGS
 DH1072  HISTORY     - 1947     GOOD             NGS
 DH1072  HISTORY     - 1982     GOOD             NGS
 DH1072  HISTORY     - 20040821 GOOD             GEOCAC
 DH1072
 DH1072                          STATION DESCRIPTION
 DH1072
 DH1072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1072'IN WARRIOR.
 DH1072'LOCATED ABOUT 0.1 MILE SOUTH OF THE WARRIOR POST OFFICE, BETWEEN U. S.
 DH1072'HIGHWAY 31 AND THE LOUISVILLE AND NASHVILLE RAILROAD.  THE MARK IS SET
 DH1072'VERTICALLY IN THE NORTH WALL OF A BRICK STORE BUILDING, 1.2 FEET EAST
 DH1072'OF THE NORTHWEST CORNER OF THE BUILDING AND 4.0 FEET ABOVE THE GROUND.
 DH1072
 DH1072                          STATION RECOVERY (1947)
 DH1072
 DH1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DH1072'RECOVERED IN GOOD CONDITION.
 DH1072
 DH1072                          STATION RECOVERY (1982)
 DH1072
 DH1072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1072'RECOVERED IN GOOD CONDITION, NOTE, THE BUILDING IS NOW THE LAUNIUS
 DH1072'FURNITURE COMPANY AND IS LOCATED AT THE JUNCTION OF LOUISA AND CHURCH
 DH1072'STREET IN WARRIOR, THIS BENCH MARK IS PRESUMED TO BE RESET, AS A NEW
 DH1072'BUILDING HAS BEEN BUILT SINCE 1903.  USE WITH CAUTION.
 DH1072
 DH1072                          STATION RECOVERY (2004)
 DH1072
 DH1072'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 DH1072'BUILDING NOW HOUSES A FURNITURE COMPANY. MARK HAS BEEN PAINTED OVER
 DH1072'BUT IS
 DH1072' 
 DH1072' 
 DH1072'STILL LEGIBLE.
 DH1072' 
 DH1072' 
 DH1072' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0385 ***********************************************************************
 EF0385  DESIGNATION -  554 R
 EF0385  PID         -  EF0385
 EF0385  STATE/COUNTY-  AL/ETOWAH
 EF0385  USGS QUAD   -  GADSDEN WEST (1985)
 EF0385
 EF0385                         *CURRENT SURVEY CONTROL
 EF0385  ___________________________________________________________________
 EF0385* NAD 83(1986)-  34 00 48.     (N)    086 00 14.     (W)     SCALED    
 EF0385* NAVD 88     -       169.144  (meters)     554.93   (feet)  ADJUSTED  
 EF0385  ___________________________________________________________________
 EF0385  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EF0385  DYNAMIC HT  -         168.967 (meters)     554.35  (feet)  COMP
 EF0385  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 EF0385
 EF0385  VERT ORDER  -  SECOND    CLASS 0
 EF0385
 EF0385.The horizontal coordinates were scaled from a topographic map and have
 EF0385.an estimated accuracy of +/- 6 seconds.
 EF0385
 EF0385.The orthometric height was determined by differential leveling
 EF0385.and adjusted by the National Geodetic Survey in June 1991..
 EF0385
 EF0385.The geoid height was determined by GEOID03.
 EF0385
 EF0385.The dynamic height is computed by dividing the NAVD 88
 EF0385.geopotential number by the normal gravity value computed on the
 EF0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0385.degrees latitude (g = 980.6199 gals.).
 EF0385
 EF0385.The modeled gravity was interpolated from observed gravity values.
 EF0385
 EF0385;                    North         East    Units  Estimated Accuracy
 EF0385;SPC AL E     -   389,600.      184,250.      MT  (+/- 180 meters Scaled)
 EF0385
 EF0385                          SUPERSEDED SURVEY CONTROL
 EF0385
 EF0385  NGVD 29 (??/??/92)  169.112  (m)          554.83   (f) ADJ UNCH    2 0
 EF0385
 EF0385.Superseded values are not recommended for survey control.
 EF0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0385.See file dsdata.txt to determine how the superseded data were derived.
 EF0385
 EF0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC919640(NAD 83)
 EF0385_MARKER: DD = SURVEY DISK
 EF0385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0385_SP_SET: BUILDING
 EF0385_STAMPING: 554 R
 EF0385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0385
 EF0385  HISTORY     - Date     Condition        Report By
 EF0385  HISTORY     - UNK      MONUMENTED       USGS
 EF0385  HISTORY     - 1947     GOOD             NGS
 EF0385  HISTORY     - 1948     GOOD             NGS
 EF0385
 EF0385                          STATION DESCRIPTION
 EF0385
 EF0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EF0385'IN GADSDEN.
 EF0385'AT GADSDEN, SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST CORNER
 EF0385'OF THE ETOWAH COUNTY COURT HOUSE, IN THE FIRST COURSE OF MASONRY ABOVE
 EF0385'THE SIDE WALK, 0.6 FOOT EAST OF THE SOUTHWEST CORNER AND 0.9 FOOT
 EF0385'ABOVE THE SIDE WALK.
 EF0385
 EF0385                          STATION RECOVERY (1948)
 EF0385
 EF0385'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EF0385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0782 ***********************************************************************
 EF0782  DESIGNATION -  554.9
 EF0782  PID         -  EF0782
 EF0782  STATE/COUNTY-  AL/LAWRENCE
 EF0782  USGS QUAD   -  TOWN CREEK (1988)
 EF0782
 EF0782                         *CURRENT SURVEY CONTROL
 EF0782  ___________________________________________________________________
 EF0782* NAD 83(1986)-  34 41 28.     (N)    087 26 14.     (W)     SCALED    
 EF0782* NAVD 88     -       169.217  (meters)     555.17   (feet)  ADJUSTED  
 EF0782  ___________________________________________________________________
 EF0782  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EF0782  DYNAMIC HT  -         169.058 (meters)     554.65  (feet)  COMP
 EF0782  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 EF0782
 EF0782  VERT ORDER  -  SECOND    CLASS 0
 EF0782
 EF0782.The horizontal coordinates were scaled from a topographic map and have
 EF0782.an estimated accuracy of +/- 6 seconds.
 EF0782
 EF0782.The orthometric height was determined by differential leveling
 EF0782.and adjusted by the National Geodetic Survey in June 1991..
 EF0782
 EF0782.The geoid height was determined by GEOID03.
 EF0782
 EF0782.The dynamic height is computed by dividing the NAVD 88
 EF0782.geopotential number by the normal gravity value computed on the
 EF0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0782.degrees latitude (g = 980.6199 gals.).
 EF0782
 EF0782.The modeled gravity was interpolated from observed gravity values.
 EF0782
 EF0782;                    North         East    Units  Estimated Accuracy
 EF0782;SPC AL W     -   520,180.      605,750.      MT  (+/- 180 meters Scaled)
 EF0782
 EF0782                          SUPERSEDED SURVEY CONTROL
 EF0782
 EF0782  NGVD 29 (??/??/92)  169.183  (m)          555.06   (f) ADJ UNCH    2 0
 EF0782
 EF0782.Superseded values are not recommended for survey control.
 EF0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0782.See file dsdata.txt to determine how the superseded data were derived.
 EF0782
 EF0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD599388(NAD 83)
 EF0782_MARKER: Q = CHISELED SQUARE
 EF0782_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0782_SP_SET: CONCRETE FOUNDATION
 EF0782_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0782
 EF0782  HISTORY     - Date     Condition        Report By
 EF0782  HISTORY     - UNK      MONUMENTED       USGS
 EF0782  HISTORY     - 1934     GOOD             NGS
 EF0782  HISTORY     - 1974     MARK NOT FOUND   TVA
 EF0782  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0782
 EF0782                          STATION DESCRIPTION
 EF0782
 EF0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0782'1.85 MI W FROM TOWN CREEK.
 EF0782'SQUARE CHISELED IN CORNER OF CONC. FOUNDATION OF SIGNAL TOWER.
 EF0782
 EF0782                          STATION RECOVERY (1974)
 EF0782
 EF0782'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 EF0782'MARK NOT FOUND.
 EF0782
 EF0782                          STATION RECOVERY (1982)
 EF0782
 EF0782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0782'NOT RECOVERED, NOT SEARCHED FOR, LINE REROUTED ALONG OLD HIGHWAY 72
 EF0782'ALTERNATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0261 ***********************************************************************
 DH0261  DESIGNATION -  555
 DH0261  PID         -  DH0261
 DH0261  STATE/COUNTY-  AL/ST CLAIR
 DH0261  USGS QUAD   -  PELL CITY (1972)
 DH0261
 DH0261                         *CURRENT SURVEY CONTROL
 DH0261  ___________________________________________________________________
 DH0261* NAD 83(1986)-  33 34 56.     (N)    086 17 02.     (W)     SCALED    
 DH0261* NAVD 88     -       169.477  (meters)     556.03   (feet)  ADJUSTED  
 DH0261  ___________________________________________________________________
 DH0261  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH0261  DYNAMIC HT  -         169.294 (meters)     555.43  (feet)  COMP
 DH0261  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 DH0261
 DH0261  VERT ORDER  -  SECOND    CLASS 0
 DH0261
 DH0261.The horizontal coordinates were scaled from a topographic map and have
 DH0261.an estimated accuracy of +/- 6 seconds.
 DH0261
 DH0261.The orthometric height was determined by differential leveling
 DH0261.and adjusted by the National Geodetic Survey in June 1991..
 DH0261
 DH0261.The geoid height was determined by GEOID03.
 DH0261
 DH0261.The dynamic height is computed by dividing the NAVD 88
 DH0261.geopotential number by the normal gravity value computed on the
 DH0261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0261.degrees latitude (g = 980.6199 gals.).
 DH0261
 DH0261.The modeled gravity was interpolated from observed gravity values.
 DH0261
 DH0261;                    North         East    Units  Estimated Accuracy
 DH0261;SPC AL E     -   341,860.      158,170.      MT  (+/- 180 meters Scaled)
 DH0261
 DH0261                          SUPERSEDED SURVEY CONTROL
 DH0261
 DH0261  NGVD 29 (??/??/92)  169.416  (m)          555.83   (f) ADJ UNCH    2 0
 DH0261
 DH0261.Superseded values are not recommended for survey control.
 DH0261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0261.See file dsdata.txt to determine how the superseded data were derived.
 DH0261
 DH0261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC664160(NAD 83)
 DH0261_MARKER: DD = SURVEY DISK
 DH0261_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0261_SP_SET: CULVERT
 DH0261_STAMPING: 555
 DH0261_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0261
 DH0261  HISTORY     - Date     Condition        Report By
 DH0261  HISTORY     - UNK      MONUMENTED       USGS
 DH0261  HISTORY     - 1947     GOOD             NGS
 DH0261
 DH0261                          STATION DESCRIPTION
 DH0261
 DH0261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0261'0.4 MI SE FROM PELL CITY.
 DH0261'ABOUT 0.4 MILE SOUTHEAST ALONG THE ABANDONED ROUTE OF STATE HIGHWAY 48
 DH0261'FROM THE SOUTHERN RAILWAY STATION AT PELL CITY, 37 FEET NORTHWEST OF
 DH0261'THE CENTER OF A DIRT CROSS ROAD, IN THE TOP OF THE SOUTHEAST END OF
 DH0261'THE NORTHEAST HEADWALL OF AN 8 FOOT CONCRETE BOX CULVERT, 10.5 FEET
 DH0261'NORTHEAST OF THE CENTER OF THE ROAD AND ABOUT 1 FOOT ABOVE THE ROAD.
 DH0261'NOTE--THE DISK HAS BEEN CUT UP WITH AN AXE OR SIMILAR TOOL UNTIL THE
 DH0261'STAMPING IS HARDLY LEGIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1354 ***********************************************************************
 DH1354  DESIGNATION -  555 B 27
 DH1354  PID         -  DH1354
 DH1354  STATE/COUNTY-  AL/JEFFERSON
 DH1354  USGS QUAD   -  WARRIOR (1986)
 DH1354
 DH1354                         *CURRENT SURVEY CONTROL
 DH1354  ___________________________________________________________________
 DH1354* NAD 83(1986)-  33 48 51.     (N)    086 50 31.     (W)     SCALED    
 DH1354* NAVD 88     -       106.278  (meters)     348.68   (feet)  ADJUSTED  
 DH1354  ___________________________________________________________________
 DH1354  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DH1354  DYNAMIC HT  -         106.165 (meters)     348.31  (feet)  COMP
 DH1354  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 DH1354
 DH1354  VERT ORDER  -  SECOND    CLASS 0
 DH1354
 DH1354.The horizontal coordinates were scaled from a topographic map and have
 DH1354.an estimated accuracy of +/- 6 seconds.
 DH1354
 DH1354.The orthometric height was determined by differential leveling
 DH1354.and adjusted by the National Geodetic Survey in June 1991..
 DH1354
 DH1354.The geoid height was determined by GEOID03.
 DH1354
 DH1354.The dynamic height is computed by dividing the NAVD 88
 DH1354.geopotential number by the normal gravity value computed on the
 DH1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1354.degrees latitude (g = 980.6199 gals.).
 DH1354
 DH1354.The modeled gravity was interpolated from observed gravity values.
 DH1354
 DH1354;                    North         East    Units  Estimated Accuracy
 DH1354;SPC AL W     -   423,100.      660,920.      MT  (+/- 180 meters Scaled)
 DH1354
 DH1354                          SUPERSEDED SURVEY CONTROL
 DH1354
 DH1354  NGVD 29 (??/??/92)  106.205  (m)          348.44   (f) ADJ UNCH    2 0
 DH1354
 DH1354.Superseded values are not recommended for survey control.
 DH1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1354.See file dsdata.txt to determine how the superseded data were derived.
 DH1354
 DH1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC146415(NAD 83)
 DH1354_MARKER: DD = SURVEY DISK
 DH1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1354_STAMPING: 555 B27
 DH1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1354+STABILITY: SURFACE MOTION
 DH1354
 DH1354  HISTORY     - Date     Condition        Report By
 DH1354  HISTORY     - UNK      MONUMENTED       ALGS
 DH1354  HISTORY     - 1946     GOOD             NGS
 DH1354
 DH1354                          STATION DESCRIPTION
 DH1354
 DH1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1354'2.35 MI SW FROM WARRIOR.
 DH1354'ABOUT 0.5 MILE SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1354'WARRIOR, THENCE ABOUT 1.85 MILES SOUTHWEST ALONG THE WARRIOR-ROBBINS
 DH1354'ROAD, 150 FEET NORTHWEST AND ACROSS THE ROAD FROM THE NORTHWEST CORNER
 DH1354'OF THE H. M. HILL RESIDENCE, 23 FEET NORTH OF THE CENTER LINE OF THE
 DH1354'ROAD, 24 FEET SOUTH OF THE SOUTH BANK OF THE CANE CREEK, 1.5 FEET WEST
 DH1354'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE ROAD AND SET IN
 DH1354'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1357 ***********************************************************************
 DH1357  DESIGNATION -  555 B 40
 DH1357  PID         -  DH1357
 DH1357  STATE/COUNTY-  AL/JEFFERSON
 DH1357  USGS QUAD   -  WARRIOR (1986)
 DH1357
 DH1357                         *CURRENT SURVEY CONTROL
 DH1357  ___________________________________________________________________
 DH1357* NAD 83(1986)-  33 47 58.     (N)    086 52 26.     (W)     SCALED    
 DH1357* NAVD 88     -       128.170  (meters)     420.50   (feet)  ADJUSTED  
 DH1357  ___________________________________________________________________
 DH1357  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DH1357  DYNAMIC HT  -         128.034 (meters)     420.06  (feet)  COMP
 DH1357  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DH1357
 DH1357  VERT ORDER  -  SECOND    CLASS 0
 DH1357
 DH1357.The horizontal coordinates were scaled from a topographic map and have
 DH1357.an estimated accuracy of +/- 6 seconds.
 DH1357
 DH1357.The orthometric height was determined by differential leveling
 DH1357.and adjusted by the National Geodetic Survey in June 1991..
 DH1357
 DH1357.The geoid height was determined by GEOID03.
 DH1357
 DH1357.The dynamic height is computed by dividing the NAVD 88
 DH1357.geopotential number by the normal gravity value computed on the
 DH1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1357.degrees latitude (g = 980.6199 gals.).
 DH1357
 DH1357.The modeled gravity was interpolated from observed gravity values.
 DH1357
 DH1357;                    North         East    Units  Estimated Accuracy
 DH1357;SPC AL W     -   421,450.      657,980.      MT  (+/- 180 meters Scaled)
 DH1357
 DH1357                          SUPERSEDED SURVEY CONTROL
 DH1357
 DH1357  NGVD 29 (??/??/92)  128.106  (m)          420.29   (f) ADJ UNCH    2 0
 DH1357
 DH1357.Superseded values are not recommended for survey control.
 DH1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1357.See file dsdata.txt to determine how the superseded data were derived.
 DH1357
 DH1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC116399(NAD 83)
 DH1357_MARKER: DD = SURVEY DISK
 DH1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1357_STAMPING: 555 B 40
 DH1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1357+STABILITY: SURFACE MOTION
 DH1357
 DH1357  HISTORY     - Date     Condition        Report By
 DH1357  HISTORY     - UNK      MONUMENTED       ALGS
 DH1357  HISTORY     - 1946     GOOD             NGS
 DH1357
 DH1357                          STATION DESCRIPTION
 DH1357
 DH1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1357'4.7 MI SW FROM WARRIOR.
 DH1357'ABOUT 0.5 MILE SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1357'WARRIOR, THENCE ABOUT 4.2 MILES SOUTHWEST ALONG THE WARRIOR-ROBBINS
 DH1357'ROAD, ABOUT 0.35 MILE NORTHEAST OF THE NEW BETHEL CHURCH, AT THE NEW
 DH1357'BETHEL SCHOOL BUILDING, 118 FEET SOUTH OF THE SOUTHEAST CORNER OF THE
 DH1357'SCHOOL BUILDING, 126 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 DH1357'SCHOOL BUILDING, 23 FEET NORTH OF THE CENTER LINE OF THE ROAD, IN THE
 DH1357'CENTER OF DIM WALK TO THE SCHOOL, 2 FEET WEST OF A WHITE WOODEN
 DH1357'WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 DH1357'POST PROJECTING 1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1362 ***********************************************************************
 DH1362  DESIGNATION -  555 B 54
 DH1362  PID         -  DH1362
 DH1362  STATE/COUNTY-  AL/JEFFERSON
 DH1362  USGS QUAD   -  CREEL (1978)
 DH1362
 DH1362                         *CURRENT SURVEY CONTROL
 DH1362  ___________________________________________________________________
 DH1362* NAD 83(1986)-  33 46 00.     (N)    086 55 12.     (W)     SCALED    
 DH1362* NAVD 88     -       100.416  (meters)     329.45   (feet)  ADJUSTED  
 DH1362  ___________________________________________________________________
 DH1362  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DH1362  DYNAMIC HT  -         100.309 (meters)     329.10  (feet)  COMP
 DH1362  MODELED GRAV-     979,569.0   (mgal)                       NAVD 88
 DH1362
 DH1362  VERT ORDER  -  SECOND    CLASS 0
 DH1362
 DH1362.The horizontal coordinates were scaled from a topographic map and have
 DH1362.an estimated accuracy of +/- 6 seconds.
 DH1362
 DH1362.The orthometric height was determined by differential leveling
 DH1362.and adjusted by the National Geodetic Survey in June 1991..
 DH1362
 DH1362.The geoid height was determined by GEOID03.
 DH1362
 DH1362.The dynamic height is computed by dividing the NAVD 88
 DH1362.geopotential number by the normal gravity value computed on the
 DH1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1362.degrees latitude (g = 980.6199 gals.).
 DH1362
 DH1362.The modeled gravity was interpolated from observed gravity values.
 DH1362
 DH1362;                    North         East    Units  Estimated Accuracy
 DH1362;SPC AL W     -   417,790.      653,730.      MT  (+/- 180 meters Scaled)
 DH1362
 DH1362                          SUPERSEDED SURVEY CONTROL
 DH1362
 DH1362  NGVD 29 (??/??/92)  100.365  (m)          329.28   (f) ADJ UNCH    2 0
 DH1362
 DH1362.Superseded values are not recommended for survey control.
 DH1362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1362.See file dsdata.txt to determine how the superseded data were derived.
 DH1362
 DH1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC074362(NAD 83)
 DH1362_MARKER: DD = SURVEY DISK
 DH1362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1362_STAMPING: 555 B 54
 DH1362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1362+STABILITY: SURFACE MOTION
 DH1362
 DH1362  HISTORY     - Date     Condition        Report By
 DH1362  HISTORY     - UNK      MONUMENTED       ALGS
 DH1362  HISTORY     - 1946     GOOD             NGS
 DH1362
 DH1362                          STATION DESCRIPTION
 DH1362
 DH1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1362'5.25 MI NE FROM ROBBINS.
 DH1362'ABOUT 5.25 MILES NORTHEAST ALONG THE WARRIOR-ROBBINS ROAD FROM ITS
 DH1362'JUNCTION WITH U. S. HIGHWAY 78 AT ROBBINS, ABOUT 0.95 MILE NORTHEAST
 DH1362'OF THE CROSSROADS AT PARTRIDGE, 124 FEET SOUTHWEST OF THE SOUTHWEST
 DH1362'CORNER OF FELIX CHAPPELLS FARM HOUSE, 22 FEET SOUTHEAST OF THE CENTER
 DH1362'LINE OF THE ROAD, 2 FEET NORTHWEST OF A FENCE LINE, 1.5 FEET SOUTHWEST
 DH1362'OF A WHITE WOODEN WITNESS POST ABOUT 2 FEET ABOVE THE ROAD AND SET IN
 DH1362'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1367 ***********************************************************************
 DH1367  DESIGNATION -  556 B 10
 DH1367  PID         -  DH1367
 DH1367  STATE/COUNTY-  AL/JEFFERSON
 DH1367  USGS QUAD   -  CREEL (1978)
 DH1367
 DH1367                         *CURRENT SURVEY CONTROL
 DH1367  ___________________________________________________________________
 DH1367* NAD 83(1986)-  33 45 22.     (N)    086 58 17.     (W)     SCALED    
 DH1367* NAVD 88     -       149.756  (meters)     491.32   (feet)  ADJUSTED  
 DH1367  ___________________________________________________________________
 DH1367  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DH1367  DYNAMIC HT  -         149.599 (meters)     490.81  (feet)  COMP
 DH1367  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 DH1367
 DH1367  VERT ORDER  -  SECOND    CLASS 0
 DH1367
 DH1367.The horizontal coordinates were scaled from a topographic map and have
 DH1367.an estimated accuracy of +/- 6 seconds.
 DH1367
 DH1367.The orthometric height was determined by differential leveling
 DH1367.and adjusted by the National Geodetic Survey in June 1991..
 DH1367
 DH1367.The geoid height was determined by GEOID03.
 DH1367
 DH1367.The dynamic height is computed by dividing the NAVD 88
 DH1367.geopotential number by the normal gravity value computed on the
 DH1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1367.degrees latitude (g = 980.6199 gals.).
 DH1367
 DH1367.The modeled gravity was interpolated from observed gravity values.
 DH1367
 DH1367;                    North         East    Units  Estimated Accuracy
 DH1367;SPC AL W     -   416,590.      648,970.      MT  (+/- 180 meters Scaled)
 DH1367
 DH1367                          SUPERSEDED SURVEY CONTROL
 DH1367
 DH1367  NGVD 29 (??/??/92)  149.714  (m)          491.19   (f) ADJ UNCH    2 0
 DH1367
 DH1367.Superseded values are not recommended for survey control.
 DH1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1367.See file dsdata.txt to determine how the superseded data were derived.
 DH1367
 DH1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC026351(NAD 83)
 DH1367_MARKER: DD = SURVEY DISK
 DH1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1367_STAMPING: 556 B 10
 DH1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1367+STABILITY: SURFACE MOTION
 DH1367
 DH1367  HISTORY     - Date     Condition        Report By
 DH1367  HISTORY     - UNK      MONUMENTED       ALGS
 DH1367  HISTORY     - 1946     GOOD             NGS
 DH1367
 DH1367                          STATION DESCRIPTION
 DH1367
 DH1367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1367'2.1 MI NE FROM ROBBINS.
 DH1367'ABOUT 2.1 MILES NORTHEAST ALONG THE WARRIOR-ROBBINS ROAD FROM ITS
 DH1367'JUNCTION WITH U. S. HIGHWAY 78 AT ROBBINS, 135 FEET SOUTHEAST OF THE
 DH1367'SOUTHEAST CORNER OF THE G. N. TATE FARM HOUSE, 150 FEET EAST OF THE
 DH1367'CENTER LINE OF THE DRIVE WAY, 21 FEET NORTH OF THE CENTER LINE OF THE
 DH1367'ROAD, 77 FEET WEST OF A R.E.A. POWER POLE, 1.5 FEET SOUTH OF A WHITE
 DH1367'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF
 DH1367'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1368 ***********************************************************************
 DH1368  DESIGNATION -  556 B 12
 DH1368  PID         -  DH1368
 DH1368  STATE/COUNTY-  AL/JEFFERSON
 DH1368  USGS QUAD   -  CREEL (1978)
 DH1368
 DH1368                         *CURRENT SURVEY CONTROL
 DH1368  ___________________________________________________________________
 DH1368* NAD 83(1986)-  33 45 01.     (N)    086 58 44.     (W)     SCALED    
 DH1368* NAVD 88     -       151.305  (meters)     496.41   (feet)  ADJUSTED  
 DH1368  ___________________________________________________________________
 DH1368  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DH1368  DYNAMIC HT  -         151.145 (meters)     495.88  (feet)  COMP
 DH1368  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DH1368
 DH1368  VERT ORDER  -  SECOND    CLASS 0
 DH1368
 DH1368.The horizontal coordinates were scaled from a topographic map and have
 DH1368.an estimated accuracy of +/- 6 seconds.
 DH1368
 DH1368.The orthometric height was determined by differential leveling
 DH1368.and adjusted by the National Geodetic Survey in June 1991..
 DH1368
 DH1368.The geoid height was determined by GEOID03.
 DH1368
 DH1368.The dynamic height is computed by dividing the NAVD 88
 DH1368.geopotential number by the normal gravity value computed on the
 DH1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1368.degrees latitude (g = 980.6199 gals.).
 DH1368
 DH1368.The modeled gravity was interpolated from observed gravity values.
 DH1368
 DH1368;                    North         East    Units  Estimated Accuracy
 DH1368;SPC AL W     -   415,940.      648,280.      MT  (+/- 180 meters Scaled)
 DH1368
 DH1368                          SUPERSEDED SURVEY CONTROL
 DH1368
 DH1368  NGVD 29 (??/??/92)  151.264  (m)          496.27   (f) ADJ UNCH    2 0
 DH1368
 DH1368.Superseded values are not recommended for survey control.
 DH1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1368.See file dsdata.txt to determine how the superseded data were derived.
 DH1368
 DH1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC019344(NAD 83)
 DH1368_MARKER: DD = SURVEY DISK
 DH1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1368_STAMPING: 556 B 12
 DH1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1368+STABILITY: SURFACE MOTION
 DH1368
 DH1368  HISTORY     - Date     Condition        Report By
 DH1368  HISTORY     - UNK      MONUMENTED       ALGS
 DH1368  HISTORY     - 1946     GOOD             NGS
 DH1368
 DH1368                          STATION DESCRIPTION
 DH1368
 DH1368'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1368'1.5 MI NE FROM ROBBINS.
 DH1368'ABOUT 1.5 MILES NORTHEAST ALONG THE WARRIOR-ROBBINS ROAD FROM ITS
 DH1368'JUNCTION WITH U. S. HIGHWAY 78 AT ROBBINS, AT THE SOUTHWEST END OF A
 DH1368'CUT, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 0.1 MILE
 DH1368'SOUTHWEST OF A CONCRETE CULVERT, 46 FEET NORTH OF AN R.E.A. POWER
 DH1368'POLE, 59 FEET WEST OF A 10 INCH PINE TREE, 21 FEET NORTHEAST OF A DIM
 DH1368'ROAD LEADING SOUTHEAST, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 DH1368'POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES, ABOUT
 DH1368'1 FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1441 ***********************************************************************
 DH1441  DESIGNATION -  556 B 44 RESET
 DH1441  PID         -  DH1441
 DH1441  STATE/COUNTY-  AL/JEFFERSON
 DH1441  USGS QUAD   -  BROOKSIDE (1986)
 DH1441
 DH1441                         *CURRENT SURVEY CONTROL
 DH1441  ___________________________________________________________________
 DH1441* NAD 83(1986)-  33 37 54.     (N)    086 58 21.     (W)     SCALED    
 DH1441* NAVD 88     -       178.246  (meters)     584.80   (feet)  ADJUSTED  
 DH1441  ___________________________________________________________________
 DH1441  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DH1441  DYNAMIC HT  -         178.053 (meters)     584.16  (feet)  COMP
 DH1441  MODELED GRAV-     979,550.9   (mgal)                       NAVD 88
 DH1441
 DH1441  VERT ORDER  -  SECOND    CLASS 0
 DH1441
 DH1441.The horizontal coordinates were scaled from a topographic map and have
 DH1441.an estimated accuracy of +/- 6 seconds.
 DH1441
 DH1441.The orthometric height was determined by differential leveling
 DH1441.and adjusted by the National Geodetic Survey in June 1991..
 DH1441
 DH1441.The geoid height was determined by GEOID03.
 DH1441
 DH1441.The dynamic height is computed by dividing the NAVD 88
 DH1441.geopotential number by the normal gravity value computed on the
 DH1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1441.degrees latitude (g = 980.6199 gals.).
 DH1441
 DH1441.The modeled gravity was interpolated from observed gravity values.
 DH1441
 DH1441;                    North         East    Units  Estimated Accuracy
 DH1441;SPC AL W     -   402,790.      648,940.      MT  (+/- 180 meters Scaled)
 DH1441
 DH1441                          SUPERSEDED SURVEY CONTROL
 DH1441
 DH1441  NGVD 29 (??/??/92)  178.212  (m)          584.68   (f) ADJ UNCH    2 0
 DH1441
 DH1441.Superseded values are not recommended for survey control.
 DH1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1441.See file dsdata.txt to determine how the superseded data were derived.
 DH1441
 DH1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC025213(NAD 83)
 DH1441_MARKER: DD = SURVEY DISK
 DH1441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1441_SP_SET: WALL
 DH1441_STAMPING: 556 B 44 RESET 1949
 DH1441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1441
 DH1441  HISTORY     - Date     Condition        Report By
 DH1441  HISTORY     - 1949     MONUMENTED       ALGS
 DH1441  HISTORY     - 1951     GOOD             NGS
 DH1441
 DH1441                          STATION DESCRIPTION
 DH1441
 DH1441'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DH1441'IN GRAYSVILLE.
 DH1441'ALONG U.S. HIGHWAY 78 IN GRAYSVILLE, 155 FEET NORTH OF THE CENTER LINE
 DH1441'OF FLAT TOP ROAD, IN THE TOP OF THE WEST END OF TILE BLOCK RETAINING
 DH1441'WALL WHICH EXTENDS WEST FROM THE SOUTHWEST CORNER OF THE RESIDENCE OF
 DH1441'DR. JOHN W. SNOW JR., 18 FEET WEST OF THE SOUTHWEST CORNER OF THE
 DH1441'HOUSE, 35 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET ABOVE
 DH1441'THE HIGHWAY AND THE LOWER LEVEL OF THE LAWN, LEVEL WITH THE FRONT LAWN
 DH1441'OF THE HOUSE AND SET IN THE TOP OF THE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1440 ***********************************************************************
 DH1440  DESIGNATION -  556 B 49
 DH1440  PID         -  DH1440
 DH1440  STATE/COUNTY-  AL/JEFFERSON
 DH1440  USGS QUAD   -  ADAMSVILLE (1993)
 DH1440
 DH1440                         *CURRENT SURVEY CONTROL
 DH1440  ___________________________________________________________________
 DH1440* NAD 83(1986)-  33 36 56.     (N)    086 58 08.     (W)     SCALED    
 DH1440* NAVD 88     -       171.147  (meters)     561.50   (feet)  ADJUSTED  
 DH1440  ___________________________________________________________________
 DH1440  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH1440  DYNAMIC HT  -         170.960 (meters)     560.89  (feet)  COMP
 DH1440  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 DH1440
 DH1440  VERT ORDER  -  SECOND    CLASS 0
 DH1440
 DH1440.The horizontal coordinates were scaled from a topographic map and have
 DH1440.an estimated accuracy of +/- 6 seconds.
 DH1440
 DH1440.The orthometric height was determined by differential leveling
 DH1440.and adjusted by the National Geodetic Survey in June 1991..
 DH1440
 DH1440.The geoid height was determined by GEOID03.
 DH1440
 DH1440.The dynamic height is computed by dividing the NAVD 88
 DH1440.geopotential number by the normal gravity value computed on the
 DH1440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1440.degrees latitude (g = 980.6199 gals.).
 DH1440
 DH1440.The modeled gravity was interpolated from observed gravity values.
 DH1440
 DH1440;                    North         East    Units  Estimated Accuracy
 DH1440;SPC AL W     -   401,010.      649,280.      MT  (+/- 180 meters Scaled)
 DH1440
 DH1440                          SUPERSEDED SURVEY CONTROL
 DH1440
 DH1440  NGVD 29 (??/??/92)  171.112  (m)          561.39   (f) ADJ UNCH    2 0
 DH1440
 DH1440.Superseded values are not recommended for survey control.
 DH1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1440.See file dsdata.txt to determine how the superseded data were derived.
 DH1440
 DH1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC028195(NAD 83)
 DH1440_MARKER: DD = SURVEY DISK
 DH1440_SETTING: 0 = UNSPECIFIED SETTING
 DH1440_STAMPING: 556 B 49
 DH1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1440
 DH1440  HISTORY     - Date     Condition        Report By
 DH1440  HISTORY     - UNK      MONUMENTED       ALGS
 DH1440  HISTORY     - 1951     GOOD             NGS
 DH1440
 DH1440                          STATION DESCRIPTION
 DH1440
 DH1440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DH1440'0.6 MI SE FROM GRAYSVILLE.
 DH1440'ABOUT 0.6 MILE SOUTHEAST ALONG U.S. HIGHWAY 78 FROM THE INTERSECTION
 DH1440'OF FLAT TOP ROAD IN GRAYSVILLE, NEAR THE EAST END OF A HIGHWAY FILL
 DH1440'AND AT THE BOTTOM OF TWO GRADES, 25 FEET WEST OF THE CENTER LINE OF A
 DH1440'DIM ROAD SOUTH, 25 FEET NORTHWEST OF RIGHT-OF-WAY MARKER POST P.T. 573
 DH1440'+ 44, 88 FEET SOUTH AND ACROSS THE HIGHWAY FROM A SIMILAR POST, 27
 DH1440'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, IN THE EDGE OF THE
 DH1440'HIGHWAY FILL AND ABOUT 6 INCHES LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1366 ***********************************************************************
 DH1366  DESIGNATION -  556 B 7
 DH1366  PID         -  DH1366
 DH1366  STATE/COUNTY-  AL/JEFFERSON
 DH1366  USGS QUAD   -  CREEL (1978)
 DH1366
 DH1366                         *CURRENT SURVEY CONTROL
 DH1366  ___________________________________________________________________
 DH1366* NAD 83(1986)-  33 45 29.     (N)    086 57 49.     (W)     SCALED    
 DH1366* NAVD 88     -       127.137  (meters)     417.12   (feet)  ADJUSTED  
 DH1366  ___________________________________________________________________
 DH1366  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DH1366  DYNAMIC HT  -         127.002 (meters)     416.67  (feet)  COMP
 DH1366  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 DH1366
 DH1366  VERT ORDER  -  SECOND    CLASS 0
 DH1366
 DH1366.The horizontal coordinates were scaled from a topographic map and have
 DH1366.an estimated accuracy of +/- 6 seconds.
 DH1366
 DH1366.The orthometric height was determined by differential leveling
 DH1366.and adjusted by the National Geodetic Survey in June 1991..
 DH1366
 DH1366.The geoid height was determined by GEOID03.
 DH1366
 DH1366.The dynamic height is computed by dividing the NAVD 88
 DH1366.geopotential number by the normal gravity value computed on the
 DH1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1366.degrees latitude (g = 980.6199 gals.).
 DH1366
 DH1366.The modeled gravity was interpolated from observed gravity values.
 DH1366
 DH1366;                    North         East    Units  Estimated Accuracy
 DH1366;SPC AL W     -   416,810.      649,690.      MT  (+/- 180 meters Scaled)
 DH1366
 DH1366                          SUPERSEDED SURVEY CONTROL
 DH1366
 DH1366  NGVD 29 (??/??/92)  127.093  (m)          416.97   (f) ADJ UNCH    2 0
 DH1366
 DH1366.Superseded values are not recommended for survey control.
 DH1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1366.See file dsdata.txt to determine how the superseded data were derived.
 DH1366
 DH1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC033353(NAD 83)
 DH1366_MARKER: DD = SURVEY DISK
 DH1366_SETTING: 66 = SET IN ROCK OUTCROP
 DH1366_SP_SET: ROCK OUTCROP
 DH1366_STAMPING: 556 B7
 DH1366_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1366+STABILITY: POSITION/ELEVATION WELL
 DH1366
 DH1366  HISTORY     - Date     Condition        Report By
 DH1366  HISTORY     - UNK      MONUMENTED       ALGS
 DH1366  HISTORY     - 1946     GOOD             NGS
 DH1366
 DH1366                          STATION DESCRIPTION
 DH1366
 DH1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1366'2.55 MI NE FROM ROBBINS.
 DH1366'ABOUT 2.55 MILES NORTHEAST ALONG THE WARRIOR-ROBBINS ROAD FROM ITS
 DH1366'JUNCTION WITH U. S. HIGHWAY 78 AT ROBBINS, ABOUT 1.75 MILES SOUTHWEST
 DH1366'OF THE CROSSROADS AT PARTRIDGE, ABOUT 250 FEET EAST OF A CONCRETE
 DH1366'CULVERT, 88 FEET WEST OF THE CENTER LINE OF A FARM ENTRANCE ROAD, 28
 DH1366'FEET NORTH OF THE CENTER LINE OF THE ROAD, 48 FEET SOUTHEAST OF A
 DH1366'TRIANGULAR BLAZED 8-INCH PINE TREE, SET IN A ROCK OUTCROP ABOUT 2.5
 DH1366'FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1190 ***********************************************************************
 DH1190  DESIGNATION -  557 B 40
 DH1190  PID         -  DH1190
 DH1190  STATE/COUNTY-  AL/ST CLAIR
 DH1190  USGS QUAD   -  ARGO (1970)
 DH1190
 DH1190                         *CURRENT SURVEY CONTROL
 DH1190  ___________________________________________________________________
 DH1190* NAD 83(1986)-  33 44 10.     (N)    086 31 18.     (W)     SCALED    
 DH1190* NAVD 88     -       264.147  (meters)     866.62   (feet)  ADJUSTED  
 DH1190  ___________________________________________________________________
 DH1190  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH1190  DYNAMIC HT  -         263.851 (meters)     865.65  (feet)  COMP
 DH1190  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 DH1190
 DH1190  VERT ORDER  -  SECOND    CLASS 0
 DH1190
 DH1190.The horizontal coordinates were scaled from a topographic map and have
 DH1190.an estimated accuracy of +/- 6 seconds.
 DH1190
 DH1190.The orthometric height was determined by differential leveling
 DH1190.and adjusted by the National Geodetic Survey in June 1991..
 DH1190
 DH1190.The geoid height was determined by GEOID03.
 DH1190
 DH1190.The dynamic height is computed by dividing the NAVD 88
 DH1190.geopotential number by the normal gravity value computed on the
 DH1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1190.degrees latitude (g = 980.6199 gals.).
 DH1190
 DH1190.The modeled gravity was interpolated from observed gravity values.
 DH1190
 DH1190;                    North         East    Units  Estimated Accuracy
 DH1190;SPC AL E     -   359,050.      136,210.      MT  (+/- 180 meters Scaled)
 DH1190
 DH1190                          SUPERSEDED SURVEY CONTROL
 DH1190
 DH1190  NGVD 29 (??/??/92)  264.089  (m)          866.43   (f) ADJ UNCH    2 0
 DH1190
 DH1190.Superseded values are not recommended for survey control.
 DH1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1190.See file dsdata.txt to determine how the superseded data were derived.
 DH1190
 DH1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC443330(NAD 83)
 DH1190_MARKER: DD = SURVEY DISK
 DH1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1190_STAMPING: 557 B 40
 DH1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1190+STABILITY: SURFACE MOTION
 DH1190
 DH1190  HISTORY     - Date     Condition        Report By
 DH1190  HISTORY     - UNK      MONUMENTED       ALGS
 DH1190  HISTORY     - 1947     GOOD             NGS
 DH1190
 DH1190                          STATION DESCRIPTION
 DH1190
 DH1190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1190'4.35 MI SW FROM SPRINGVILLE.
 DH1190'ABOUT 3.2 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 DH1190'AT SPRINGVILLE, THENCE 1.15 MILES SOUTHWEST ALONG AN OILED ROAD
 DH1190'LEADING TO CLAY, 5.55 MILES NORTHEAST OF THE SCHOOL AT CLAY, AT THE
 DH1190'RESIDENCE OF LEON CARVER, 72 FEET SOUTH AND ACROSS THE ROAD FROM THE
 DH1190'SOUTHWEST CORNER OF THE HOUSE, 21 FEET NORTHEAST OF A FENCE CORNER AND
 DH1190'GATE POST, 14 FEET NORTH OF A FENCE LINE, 13 FEET SOUTH AND ABOUT
 DH1190'LEVEL WITH THE CENTER OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 DH1190'POST ABOUT FLUSH WITH THE GROUND.  NOTE-- A LOCAL RESIDENT SAID THE
 DH1190'MARK WAS DESTROYED WHEN HIGHWAY WAS REALIGNED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1183 ***********************************************************************
 DH1183  DESIGNATION -  557 B 5
 DH1183  PID         -  DH1183
 DH1183  STATE/COUNTY-  AL/JEFFERSON
 DH1183  USGS QUAD   -  ARGO (1970)
 DH1183
 DH1183                         *CURRENT SURVEY CONTROL
 DH1183  ___________________________________________________________________
 DH1183* NAD 83(1986)-  33 41 54.     (N)    086 36 29.     (W)     SCALED    
 DH1183* NAVD 88     -       293.059  (meters)     961.48   (feet)  ADJUSTED  
 DH1183  ___________________________________________________________________
 DH1183  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH1183  DYNAMIC HT  -         292.734 (meters)     960.41  (feet)  COMP
 DH1183  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 DH1183
 DH1183  VERT ORDER  -  SECOND    CLASS 0
 DH1183
 DH1183.The horizontal coordinates were scaled from a topographic map and have
 DH1183.an estimated accuracy of +/- 6 seconds.
 DH1183
 DH1183.The orthometric height was determined by differential leveling
 DH1183.and adjusted by the National Geodetic Survey in June 1991..
 DH1183
 DH1183.The geoid height was determined by GEOID03.
 DH1183
 DH1183.The dynamic height is computed by dividing the NAVD 88
 DH1183.geopotential number by the normal gravity value computed on the
 DH1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1183.degrees latitude (g = 980.6199 gals.).
 DH1183
 DH1183.The modeled gravity was interpolated from observed gravity values.
 DH1183
 DH1183;                    North         East    Units  Estimated Accuracy
 DH1183;SPC AL W     -   410,420.      682,690.      MT  (+/- 180 meters Scaled)
 DH1183
 DH1183                          SUPERSEDED SURVEY CONTROL
 DH1183
 DH1183  NGVD 29 (??/??/92)  293.008  (m)          961.31   (f) ADJ UNCH    2 0
 DH1183
 DH1183.Superseded values are not recommended for survey control.
 DH1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1183.See file dsdata.txt to determine how the superseded data were derived.
 DH1183
 DH1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC363287(NAD 83)
 DH1183_MARKER: DD = SURVEY DISK
 DH1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1183_STAMPING: 557 B 5
 DH1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1183+STABILITY: SURFACE MOTION
 DH1183
 DH1183  HISTORY     - Date     Condition        Report By
 DH1183  HISTORY     - UNK      MONUMENTED       ALGS
 DH1183  HISTORY     - 1947     GOOD             NGS
 DH1183
 DH1183                          STATION DESCRIPTION
 DH1183
 DH1183'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1183'0.3 MI SW FROM CLAY.
 DH1183'ABOUT 0.3 MILE SOUTHWEST ALONG THE CHALKVILLE ROAD FROM THE SCHOOL AT
 DH1183'CLAY, AT THE TOP OF A GRADE AT THE J. L. VEGLIO FARM, 154 FEET
 DH1183'NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE, 129 FEET EAST OF THE
 DH1183'CENTER LINE OF THE DRIVE WAY, 26 FEET SOUTH OF THE CENTER LINE OF THE
 DH1183'ROAD, 60 FEET SOUTH AND ACROSS THE ROAD FROM TELEPHONE POLE NO. 67, 1
 DH1183'FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE
 DH1183'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DH1183'NOTE-- THERE ARE A LOT OF LARGE BOULDERS IN THE FRONT YARD OF THE
 DH1183'HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1078 ***********************************************************************
 DH1078  DESIGNATION -  558 B 35
 DH1078  PID         -  DH1078
 DH1078  STATE/COUNTY-  AL/JEFFERSON
 DH1078  USGS QUAD   -  TRAFFORD (1986)
 DH1078
 DH1078                         *CURRENT SURVEY CONTROL
 DH1078  ___________________________________________________________________
 DH1078* NAD 83(1986)-  33 49 01.     (N)    086 44 35.     (W)     SCALED    
 DH1078* NAVD 88     -       149.149  (meters)     489.33   (feet)  ADJUSTED  
 DH1078  ___________________________________________________________________
 DH1078  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH1078  DYNAMIC HT  -         148.988 (meters)     488.80  (feet)  COMP
 DH1078  MODELED GRAV-     979,560.9   (mgal)                       NAVD 88
 DH1078
 DH1078  VERT ORDER  -  FIRST     CLASS II
 DH1078
 DH1078.The horizontal coordinates were scaled from a topographic map and have
 DH1078.an estimated accuracy of +/- 6 seconds.
 DH1078
 DH1078.The orthometric height was determined by differential leveling
 DH1078.and adjusted by the National Geodetic Survey in June 1991..
 DH1078
 DH1078.The geoid height was determined by GEOID03.
 DH1078
 DH1078.The dynamic height is computed by dividing the NAVD 88
 DH1078.geopotential number by the normal gravity value computed on the
 DH1078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1078.degrees latitude (g = 980.6199 gals.).
 DH1078
 DH1078.The modeled gravity was interpolated from observed gravity values.
 DH1078
 DH1078;                    North         East    Units  Estimated Accuracy
 DH1078;SPC AL W     -   423,470.      670,080.      MT  (+/- 180 meters Scaled)
 DH1078
 DH1078                          SUPERSEDED SURVEY CONTROL
 DH1078
 DH1078  NGVD 29 (??/??/92)  149.114  (m)          489.22   (f) ADJ UNCH    1 2
 DH1078
 DH1078.Superseded values are not recommended for survey control.
 DH1078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1078.See file dsdata.txt to determine how the superseded data were derived.
 DH1078
 DH1078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC237418(NAD 83)
 DH1078_MARKER: DD = SURVEY DISK
 DH1078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1078_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1078_STAMPING: 558-B 35
 DH1078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1078+STABILITY: SURFACE MOTION
 DH1078
 DH1078  HISTORY     - Date     Condition        Report By
 DH1078  HISTORY     - UNK      MONUMENTED       ALGS
 DH1078  HISTORY     - 1944     GOOD             NGS
 DH1078  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1078
 DH1078                          STATION DESCRIPTION
 DH1078
 DH1078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1078'0.1 MI S FROM TRAFFORD.
 DH1078'ABOUT 0.1 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 DH1078'THE STATION AT TRAFFORD, AT A ROAD CROSSING, 19.0 FEET SOUTH OF THE
 DH1078'CENTER LINE OF THE ROAD, 11.8 FEET EAST OF AND ABOUT 1.5 FEET BELOW
 DH1078'THE CENTER LINE OF EAST TRACK, ABOUT 1.0 FOOT BELOW THE TOP OF A
 DH1078'CINDER WALK ALONG THE RAILROAD.
 DH1078
 DH1078                          STATION RECOVERY (1982)
 DH1078
 DH1078'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1078'NOT RECOVERED, PROBABLY DESTROYED WHEN RAILROAD BED WAS RECONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1048 ***********************************************************************
 DH1048  DESIGNATION -  558 B 37
 DH1048  PID         -  DH1048
 DH1048  STATE/COUNTY-  AL/JEFFERSON
 DH1048  USGS QUAD   -  TRAFFORD (1986)
 DH1048
 DH1048                         *CURRENT SURVEY CONTROL
 DH1048  ___________________________________________________________________
 DH1048* NAD 83(1986)-  33 49 13.     (N)    086 44 43.     (W)     SCALED    
 DH1048* NAVD 88     -       148.164  (meters)     486.10   (feet)  POSTED    
 DH1048  ___________________________________________________________________
 DH1048  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DH1048  DYNAMIC HT  -         148.010 (meters)     485.60  (feet)  COMP
 DH1048  MODELED GRAV-     979,561.8   (mgal)                       NAVD 88
 DH1048
 DH1048  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1048
 DH1048.The horizontal coordinates were scaled from a topographic map and have
 DH1048.an estimated accuracy of +/- 6 seconds.
 DH1048
 DH1048.The orthometric height was determined by differential leveling
 DH1048.and adjusted by the National Geodetic Survey in 1992..
 DH1048.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1048.rate of 4.1 thru 8.0 mm/km.
 DH1048
 DH1048.The geoid height was determined by GEOID03.
 DH1048
 DH1048.The dynamic height is computed by dividing the NAVD 88
 DH1048.geopotential number by the normal gravity value computed on the
 DH1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1048.degrees latitude (g = 980.6199 gals.).
 DH1048
 DH1048.The modeled gravity was interpolated from observed gravity values.
 DH1048
 DH1048;                    North         East    Units  Estimated Accuracy
 DH1048;SPC AL W     -   423,840.      669,870.      MT  (+/- 180 meters Scaled)
 DH1048
 DH1048                          SUPERSEDED SURVEY CONTROL
 DH1048
 DH1048  NGVD 29 (??/??/92)  148.129  (m)          485.99   (f) ADJ UNCH    1 2
 DH1048
 DH1048.Superseded values are not recommended for survey control.
 DH1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1048.See file dsdata.txt to determine how the superseded data were derived.
 DH1048
 DH1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC235422(NAD 83)
 DH1048_MARKER: DD = SURVEY DISK
 DH1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1048_STAMPING: 558-B-37
 DH1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1048+STABILITY: SURFACE MOTION
 DH1048
 DH1048  HISTORY     - Date     Condition        Report By
 DH1048  HISTORY     - UNK      MONUMENTED       ALGS
 DH1048  HISTORY     - 1944     GOOD             NGS
 DH1048  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1048
 DH1048                          STATION DESCRIPTION
 DH1048
 DH1048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1048'0.25 MI W FROM TRAFFORD.
 DH1048'ABOUT 0.25 MILE WESTERLY ALONG THE WARRIOR ROAD FROM THE LOUISVILLE
 DH1048'AND NASHVILLE RAILROAD STATION AT TRAFFORD, AT THE EAST END AND ON THE
 DH1048'OUTSIDE OF A CURVE, ABOUT 110 FEET NORTH OF A LARGE HOUSE, 20.0 FEET
 DH1048'SOUTH OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE ROAD, 15.0 FEET
 DH1048'NORTHEAST OF A POWER LINE POLE WITH GUY WIRE.
 DH1048
 DH1048                          STATION RECOVERY (1982)
 DH1048
 DH1048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1048'NOT RECOVERED, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1049 ***********************************************************************
 DH1049  DESIGNATION -  558 B 38
 DH1049  PID         -  DH1049
 DH1049  STATE/COUNTY-  AL/JEFFERSON
 DH1049  USGS QUAD   -  TRAFFORD (1986)
 DH1049
 DH1049                         *CURRENT SURVEY CONTROL
 DH1049  ___________________________________________________________________
 DH1049* NAD 83(1986)-  33 49 20.     (N)    086 44 50.     (W)     SCALED    
 DH1049* NAVD 88     -       147.718  (meters)     484.64   (feet)  POSTED    
 DH1049  ___________________________________________________________________
 DH1049  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DH1049  DYNAMIC HT  -         147.560 (meters)     484.12  (feet)  COMP
 DH1049  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 DH1049
 DH1049  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1049
 DH1049.The horizontal coordinates were scaled from a topographic map and have
 DH1049.an estimated accuracy of +/- 6 seconds.
 DH1049
 DH1049.The orthometric height was determined by differential leveling
 DH1049.and adjusted by the National Geodetic Survey in 1992..
 DH1049.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1049.rate of 4.1 thru 8.0 mm/km.
 DH1049
 DH1049.The geoid height was determined by GEOID03.
 DH1049
 DH1049.The dynamic height is computed by dividing the NAVD 88
 DH1049.geopotential number by the normal gravity value computed on the
 DH1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1049.degrees latitude (g = 980.6199 gals.).
 DH1049
 DH1049.The modeled gravity was interpolated from observed gravity values.
 DH1049
 DH1049;                    North         East    Units  Estimated Accuracy
 DH1049;SPC AL W     -   424,060.      669,690.      MT  (+/- 180 meters Scaled)
 DH1049
 DH1049                          SUPERSEDED SURVEY CONTROL
 DH1049
 DH1049  NGVD 29 (??/??/92)  147.682  (m)          484.52   (f) ADJ UNCH    1 2
 DH1049
 DH1049.Superseded values are not recommended for survey control.
 DH1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1049.See file dsdata.txt to determine how the superseded data were derived.
 DH1049
 DH1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC233424(NAD 83)
 DH1049_MARKER: DD = SURVEY DISK
 DH1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1049_STAMPING: 558-B-38
 DH1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1049+STABILITY: SURFACE MOTION
 DH1049
 DH1049  HISTORY     - Date     Condition        Report By
 DH1049  HISTORY     - UNK      MONUMENTED       ALGS
 DH1049  HISTORY     - 1944     GOOD             NGS
 DH1049  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1049
 DH1049                          STATION DESCRIPTION
 DH1049
 DH1049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1049'0.45 MI W FROM TRAFFORD.
 DH1049'ABOUT 0.45 MILE WESTERLY ALONG THE WARRIOR ROAD FROM THE LOUISVILLE
 DH1049'AND NASHVILLE RAILROAD STATION AT TRAFFORD, AT THE SOUTH END AND ON
 DH1049'THE OUTSIDE OF A CURVE, ABOUT 100 FEET SOUTHWEST OF A SMALL HOUSE,
 DH1049'22.0 FEET WEST OF AND ABOUT 2 FEET BELOW THE CENTER LINE OF THE ROAD,
 DH1049'AND ON THE WEST EDGE OF A BORROW PIT.
 DH1049
 DH1049                          STATION RECOVERY (1982)
 DH1049
 DH1049'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1049'NOT RECOVERED, LEVEL LINE REROUTED ALONG U.S. HIGHWAY 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1050 ***********************************************************************
 DH1050  DESIGNATION -  558 B 39
 DH1050  PID         -  DH1050
 DH1050  STATE/COUNTY-  AL/JEFFERSON
 DH1050  USGS QUAD   -  TRAFFORD (1986)
 DH1050
 DH1050                         *CURRENT SURVEY CONTROL
 DH1050  ___________________________________________________________________
 DH1050* NAD 83(1986)-  33 49 25.     (N)    086 44 51.     (W)     SCALED    
 DH1050* NAVD 88     -       149.487  (meters)     490.44   (feet)  POSTED    
 DH1050  ___________________________________________________________________
 DH1050  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DH1050  DYNAMIC HT  -         149.330 (meters)     489.93  (feet)  COMP
 DH1050  MODELED GRAV-     979,562.6   (mgal)                       NAVD 88
 DH1050
 DH1050  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1050
 DH1050.The horizontal coordinates were scaled from a topographic map and have
 DH1050.an estimated accuracy of +/- 6 seconds.
 DH1050
 DH1050.The orthometric height was determined by differential leveling
 DH1050.and adjusted by the National Geodetic Survey in 1992..
 DH1050.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1050.rate of 4.1 thru 8.0 mm/km.
 DH1050
 DH1050.The geoid height was determined by GEOID03.
 DH1050
 DH1050.The dynamic height is computed by dividing the NAVD 88
 DH1050.geopotential number by the normal gravity value computed on the
 DH1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1050.degrees latitude (g = 980.6199 gals.).
 DH1050
 DH1050.The modeled gravity was interpolated from observed gravity values.
 DH1050
 DH1050;                    North         East    Units  Estimated Accuracy
 DH1050;SPC AL W     -   424,210.      669,660.      MT  (+/- 180 meters Scaled)
 DH1050
 DH1050                          SUPERSEDED SURVEY CONTROL
 DH1050
 DH1050  NGVD 29 (??/??/92)  149.450  (m)          490.32   (f) ADJ UNCH    1 2
 DH1050
 DH1050.Superseded values are not recommended for survey control.
 DH1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1050.See file dsdata.txt to determine how the superseded data were derived.
 DH1050
 DH1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC233426(NAD 83)
 DH1050_MARKER: DD = SURVEY DISK
 DH1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1050_STAMPING: 558-B-39
 DH1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1050+STABILITY: SURFACE MOTION
 DH1050
 DH1050  HISTORY     - Date     Condition        Report By
 DH1050  HISTORY     - UNK      MONUMENTED       ALGS
 DH1050  HISTORY     - 1944     GOOD             NGS
 DH1050  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1050
 DH1050                          STATION DESCRIPTION
 DH1050
 DH1050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1050'0.55 MI W FROM TRAFFORD.
 DH1050'ABOUT 0.55 MILE WESTERLY ALONG THE WARRIOR ROAD FROM THE LOUISVILLE
 DH1050'AND NASHVILLE RAILROAD STATION AT TRAFFORD, ON TOP OF A SMALL HILL,
 DH1050'18.0 FEET EAST OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF
 DH1050'THE ROAD, 18.0 FEET WEST OF THE CENTER LINE OF A TRACK ROAD
 DH1050'PARALLELING THE MAIN ROAD.
 DH1050
 DH1050                          STATION RECOVERY (1982)
 DH1050
 DH1050'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1050'NOT RECOVERED, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1051 ***********************************************************************
 DH1051  DESIGNATION -  558 B 40
 DH1051  PID         -  DH1051
 DH1051  STATE/COUNTY-  AL/JEFFERSON
 DH1051  USGS QUAD   -  TRAFFORD (1986)
 DH1051
 DH1051                         *CURRENT SURVEY CONTROL
 DH1051  ___________________________________________________________________
 DH1051* NAD 83(1986)-  33 49 29.     (N)    086 44 52.     (W)     SCALED    
 DH1051* NAVD 88     -       146.269  (meters)     479.88   (feet)  POSTED    
 DH1051  ___________________________________________________________________
 DH1051  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DH1051  DYNAMIC HT  -         146.110 (meters)     479.36  (feet)  COMP
 DH1051  MODELED GRAV-     979,562.8   (mgal)                       NAVD 88
 DH1051
 DH1051  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 DH1051
 DH1051.The horizontal coordinates were scaled from a topographic map and have
 DH1051.an estimated accuracy of +/- 6 seconds.
 DH1051
 DH1051.The orthometric height was determined by differential leveling
 DH1051.and adjusted by the National Geodetic Survey in 1992..
 DH1051.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 DH1051.rate of 3.1 thru 4.0 mm/km.
 DH1051
 DH1051.The geoid height was determined by GEOID03.
 DH1051
 DH1051.The dynamic height is computed by dividing the NAVD 88
 DH1051.geopotential number by the normal gravity value computed on the
 DH1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1051.degrees latitude (g = 980.6199 gals.).
 DH1051
 DH1051.The modeled gravity was interpolated from observed gravity values.
 DH1051
 DH1051;                    North         East    Units  Estimated Accuracy
 DH1051;SPC AL W     -   424,330.      669,630.      MT  (+/- 180 meters Scaled)
 DH1051
 DH1051                          SUPERSEDED SURVEY CONTROL
 DH1051
 DH1051  NGVD 29 (??/??/92)  146.232  (m)          479.76   (f) ADJ UNCH    1 2
 DH1051
 DH1051.Superseded values are not recommended for survey control.
 DH1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1051.See file dsdata.txt to determine how the superseded data were derived.
 DH1051
 DH1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC233427(NAD 83)
 DH1051_MARKER: DD = SURVEY DISK
 DH1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1051_STAMPING: 558-B-40
 DH1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1051+STABILITY: SURFACE MOTION
 DH1051
 DH1051  HISTORY     - Date     Condition        Report By
 DH1051  HISTORY     - UNK      MONUMENTED       ALGS
 DH1051  HISTORY     - 1944     GOOD             NGS
 DH1051  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1051
 DH1051                          STATION DESCRIPTION
 DH1051
 DH1051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1051'0.6 MI W FROM TRAFFORD.
 DH1051'ABOUT 0.6 MILE WESTERLY ALONG THE WARRIOR ROAD FROM THE LOUISVILLE AND
 DH1051'NASHVILLE RAILROAD STATION AT TRAFFORD, AT THE WEST END OF A CURVE,
 DH1051'20.0 FEET EAST OF A 14-INCH PINE TREE, 20.0 FEET NORTHEAST OF AND
 DH1051'ABOUT 3 FEET BELOW THE CENTER LINE OF THE ROAD.
 DH1051
 DH1051                          STATION RECOVERY (1982)
 DH1051
 DH1051'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1051'NOT RECOVERED, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1053 ***********************************************************************
 DH1053  DESIGNATION -  558 B 50
 DH1053  PID         -  DH1053
 DH1053  STATE/COUNTY-  AL/JEFFERSON
 DH1053  USGS QUAD   -  WARRIOR (1986)
 DH1053
 DH1053                         *CURRENT SURVEY CONTROL
 DH1053  ___________________________________________________________________
 DH1053* NAD 83(1986)-  33 49 46.     (N)    086 45 32.     (W)     SCALED    
 DH1053* NAVD 88     -       131.860  (meters)     432.61   (feet)  POSTED    
 DH1053  ___________________________________________________________________
 DH1053  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DH1053  DYNAMIC HT  -         131.720 (meters)     432.15  (feet)  COMP
 DH1053  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DH1053
 DH1053  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1053
 DH1053.The horizontal coordinates were scaled from a topographic map and have
 DH1053.an estimated accuracy of +/- 6 seconds.
 DH1053
 DH1053.The orthometric height was determined by differential leveling
 DH1053.and adjusted by the National Geodetic Survey in 1992..
 DH1053.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1053.rate of 4.1 thru 8.0 mm/km.
 DH1053
 DH1053.The geoid height was determined by GEOID03.
 DH1053
 DH1053.The dynamic height is computed by dividing the NAVD 88
 DH1053.geopotential number by the normal gravity value computed on the
 DH1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1053.degrees latitude (g = 980.6199 gals.).
 DH1053
 DH1053.The modeled gravity was interpolated from observed gravity values.
 DH1053
 DH1053;                    North         East    Units  Estimated Accuracy
 DH1053;SPC AL W     -   424,850.      668,600.      MT  (+/- 180 meters Scaled)
 DH1053
 DH1053                          SUPERSEDED SURVEY CONTROL
 DH1053
 DH1053  NGVD 29 (??/??/92)  131.818  (m)          432.47   (f) ADJ UNCH    1 2
 DH1053
 DH1053.Superseded values are not recommended for survey control.
 DH1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1053.See file dsdata.txt to determine how the superseded data were derived.
 DH1053
 DH1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC223432(NAD 83)
 DH1053_MARKER: DD = SURVEY DISK
 DH1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1053_STAMPING: 558-B-50
 DH1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1053+STABILITY: SURFACE MOTION
 DH1053
 DH1053  HISTORY     - Date     Condition        Report By
 DH1053  HISTORY     - UNK      MONUMENTED       ALGS
 DH1053  HISTORY     - 1944     GOOD             NGS
 DH1053  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1053
 DH1053                          STATION DESCRIPTION
 DH1053
 DH1053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1053'1.4 MI W FROM TRAFFORD.
 DH1053'ABOUT 1.4 MILES WESTERLY ALONG THE WARRIOR ROAD FROM THE LOUISVILLE
 DH1053'AND NASHVILLE RAILROAD STATION AT TRAFFORD, AT THE OUTSIDE OF A SHARP
 DH1053'CURVE, 50.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER
 DH1053'LINE OF THE ROAD, ABOUT 45 FEET WEST OF THE CENTER LINE OF A TRACK
 DH1053'ROAD LEADING SOUTHERLY UP A STEEP HILL.
 DH1053
 DH1053                          STATION RECOVERY (1982)
 DH1053
 DH1053'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1054 ***********************************************************************
 DH1054  DESIGNATION -  558 B 52
 DH1054  PID         -  DH1054
 DH1054  STATE/COUNTY-  AL/JEFFERSON
 DH1054  USGS QUAD   -  WARRIOR (1986)
 DH1054
 DH1054                         *CURRENT SURVEY CONTROL
 DH1054  ___________________________________________________________________
 DH1054* NAD 83(1986)-  33 50 04.     (N)    086 45 50.     (W)     SCALED    
 DH1054* NAVD 88     -       156.859  (meters)     514.63   (feet)  POSTED    
 DH1054  ___________________________________________________________________
 DH1054  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH1054  DYNAMIC HT  -         156.690 (meters)     514.07  (feet)  COMP
 DH1054  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DH1054
 DH1054  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1054
 DH1054.The horizontal coordinates were scaled from a topographic map and have
 DH1054.an estimated accuracy of +/- 6 seconds.
 DH1054
 DH1054.The orthometric height was determined by differential leveling
 DH1054.and adjusted by the National Geodetic Survey in 1992..
 DH1054.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1054.rate of 4.1 thru 8.0 mm/km.
 DH1054
 DH1054.The geoid height was determined by GEOID03.
 DH1054
 DH1054.The dynamic height is computed by dividing the NAVD 88
 DH1054.geopotential number by the normal gravity value computed on the
 DH1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1054.degrees latitude (g = 980.6199 gals.).
 DH1054
 DH1054.The modeled gravity was interpolated from observed gravity values.
 DH1054
 DH1054;                    North         East    Units  Estimated Accuracy
 DH1054;SPC AL W     -   425,400.      668,130.      MT  (+/- 180 meters Scaled)
 DH1054
 DH1054                          SUPERSEDED SURVEY CONTROL
 DH1054
 DH1054  NGVD 29 (??/??/92)  156.814  (m)          514.48   (f) ADJ UNCH    1 2
 DH1054
 DH1054.Superseded values are not recommended for survey control.
 DH1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1054.See file dsdata.txt to determine how the superseded data were derived.
 DH1054
 DH1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC218438(NAD 83)
 DH1054_MARKER: DD = SURVEY DISK
 DH1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1054_STAMPING: 558-B-52
 DH1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1054+STABILITY: SURFACE MOTION
 DH1054
 DH1054  HISTORY     - Date     Condition        Report By
 DH1054  HISTORY     - UNK      MONUMENTED       ALGS
 DH1054  HISTORY     - 1944     GOOD             NGS
 DH1054  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1054
 DH1054                          STATION DESCRIPTION
 DH1054
 DH1054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1054'1.9 MI W FROM TRAFFORD.
 DH1054'ABOUT 1.9 MILES WESTERLY ALONG THE WARRIOR ROAD FROM THE LOUISVILLE
 DH1054'AND NASHVILLE RAILROAD STATION AT TRAFFORD, ABOUT 0.2 MILE EAST OF THE
 DH1054'INTERSECTION OF A ROAD LEADING NORTHERLY, 28.0 FEET SOUTH OF AND ABOUT
 DH1054'THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD.
 DH1054
 DH1054                          STATION RECOVERY (1982)
 DH1054
 DH1054'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1054'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1055 ***********************************************************************
 DH1055  DESIGNATION -  558 B 53
 DH1055  PID         -  DH1055
 DH1055  STATE/COUNTY-  AL/JEFFERSON
 DH1055  USGS QUAD   -  WARRIOR (1986)
 DH1055
 DH1055                         *CURRENT SURVEY CONTROL
 DH1055  ___________________________________________________________________
 DH1055* NAD 83(1986)-  33 50 13.     (N)    086 45 59.     (W)     SCALED    
 DH1055* NAVD 88     -       164.116  (meters)     538.44   (feet)  POSTED    
 DH1055  ___________________________________________________________________
 DH1055  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DH1055  DYNAMIC HT  -         163.940 (meters)     537.86  (feet)  COMP
 DH1055  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DH1055
 DH1055  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1055
 DH1055.The horizontal coordinates were scaled from a topographic map and have
 DH1055.an estimated accuracy of +/- 6 seconds.
 DH1055
 DH1055.The orthometric height was determined by differential leveling
 DH1055.and adjusted by the National Geodetic Survey in 1992..
 DH1055.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1055.rate of 4.1 thru 8.0 mm/km.
 DH1055
 DH1055.The geoid height was determined by GEOID03.
 DH1055
 DH1055.The dynamic height is computed by dividing the NAVD 88
 DH1055.geopotential number by the normal gravity value computed on the
 DH1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1055.degrees latitude (g = 980.6199 gals.).
 DH1055
 DH1055.The modeled gravity was interpolated from observed gravity values.
 DH1055
 DH1055;                    North         East    Units  Estimated Accuracy
 DH1055;SPC AL W     -   425,680.      667,900.      MT  (+/- 180 meters Scaled)
 DH1055
 DH1055                          SUPERSEDED SURVEY CONTROL
 DH1055
 DH1055  NGVD 29 (??/??/92)  164.069  (m)          538.28   (f) ADJ UNCH    1 2
 DH1055
 DH1055.Superseded values are not recommended for survey control.
 DH1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1055.See file dsdata.txt to determine how the superseded data were derived.
 DH1055
 DH1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC216441(NAD 83)
 DH1055_MARKER: DD = SURVEY DISK
 DH1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1055_STAMPING: 558-B-53
 DH1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1055+STABILITY: SURFACE MOTION
 DH1055
 DH1055  HISTORY     - Date     Condition        Report By
 DH1055  HISTORY     - UNK      MONUMENTED       ALGS
 DH1055  HISTORY     - 1944     GOOD             NGS
 DH1055  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1055
 DH1055                          STATION DESCRIPTION
 DH1055
 DH1055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1055'2.1 MI W FROM TRAFFORD.
 DH1055'ABOUT 2.1 MILES WESTERLY ALONG THE WARRIOR ROAD FROM THE LOUISVILLE
 DH1055'AND NASHVILLE RAILROAD STATION AT TRAFFORD, AT THE INTERSECTION OF A
 DH1055'ROAD LEADING NORTHERLY, 50.0 FEET NORTH OF AND ABOUT THE SAME
 DH1055'ELEVATION AS THE CENTER LINE OF THE WARRIOR ROAD, 30.0 FEET WEST OF
 DH1055'THE CENTER LINE OF THE NORTH-SOUTH ROAD.
 DH1055
 DH1055                          STATION RECOVERY (1982)
 DH1055
 DH1055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1059 ***********************************************************************
 DH1059  DESIGNATION -  558 B 62
 DH1059  PID         -  DH1059
 DH1059  STATE/COUNTY-  AL/JEFFERSON
 DH1059  USGS QUAD   -  WARRIOR (1986)
 DH1059
 DH1059                         *CURRENT SURVEY CONTROL
 DH1059  ___________________________________________________________________
 DH1059* NAD 83(1986)-  33 49 54.     (N)    086 47 06.     (W)     SCALED    
 DH1059* NAVD 88     -       107.136  (meters)     351.50   (feet)  POSTED    
 DH1059  ___________________________________________________________________
 DH1059  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DH1059  DYNAMIC HT  -         107.020 (meters)     351.11  (feet)  COMP
 DH1059  MODELED GRAV-     979,570.4   (mgal)                       NAVD 88
 DH1059
 DH1059  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1059
 DH1059.The horizontal coordinates were scaled from a topographic map and have
 DH1059.an estimated accuracy of +/- 6 seconds.
 DH1059
 DH1059.The orthometric height was determined by differential leveling
 DH1059.and adjusted by the National Geodetic Survey in 1992..
 DH1059.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1059.rate of 4.1 thru 8.0 mm/km.
 DH1059
 DH1059.The geoid height was determined by GEOID03.
 DH1059
 DH1059.The dynamic height is computed by dividing the NAVD 88
 DH1059.geopotential number by the normal gravity value computed on the
 DH1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1059.degrees latitude (g = 980.6199 gals.).
 DH1059
 DH1059.The modeled gravity was interpolated from observed gravity values.
 DH1059
 DH1059;                    North         East    Units  Estimated Accuracy
 DH1059;SPC AL W     -   425,080.      666,180.      MT  (+/- 180 meters Scaled)
 DH1059
 DH1059                          SUPERSEDED SURVEY CONTROL
 DH1059
 DH1059  NGVD 29 (??/??/92)  107.079  (m)          351.31   (f) ADJ UNCH    1 2
 DH1059
 DH1059.Superseded values are not recommended for survey control.
 DH1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1059.See file dsdata.txt to determine how the superseded data were derived.
 DH1059
 DH1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC198435(NAD 83)
 DH1059_MARKER: DD = SURVEY DISK
 DH1059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1059_STAMPING: 558-B-62
 DH1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1059+STABILITY: SURFACE MOTION
 DH1059
 DH1059  HISTORY     - Date     Condition        Report By
 DH1059  HISTORY     - UNK      MONUMENTED       ALGS
 DH1059  HISTORY     - 1944     GOOD             NGS
 DH1059  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1059
 DH1059                          STATION DESCRIPTION
 DH1059
 DH1059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1059'2.4 MI E FROM WARRIOR.
 DH1059'ABOUT 2.4 MILES EASTERLY ALONG THE ROAD TO TRAFFORD FROM THE POST
 DH1059'OFFICE AT WARRIOR, AT THE NORTHEAST END OF A CUT, ABOUT 200 FEET SOUTH
 DH1059'OF A CONCRETE CULVERT, 35.0 FEET EAST OF AND ABOUT 1.5 FEET BELOW THE
 DH1059'CENTER LINE OF THE ROAD.
 DH1059
 DH1059                          STATION RECOVERY (1982)
 DH1059
 DH1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1060 ***********************************************************************
 DH1060  DESIGNATION -  558 B 64
 DH1060  PID         -  DH1060
 DH1060  STATE/COUNTY-  AL/JEFFERSON
 DH1060  USGS QUAD   -  WARRIOR (1986)
 DH1060
 DH1060                         *CURRENT SURVEY CONTROL
 DH1060  ___________________________________________________________________
 DH1060* NAD 83(1986)-  33 49 54.     (N)    086 47 20.     (W)     SCALED    
 DH1060* NAVD 88     -       128.609  (meters)     421.94   (feet)  POSTED    
 DH1060  ___________________________________________________________________
 DH1060  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH1060  DYNAMIC HT  -         128.470 (meters)     421.49  (feet)  COMP
 DH1060  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 DH1060
 DH1060  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1060
 DH1060.The horizontal coordinates were scaled from a topographic map and have
 DH1060.an estimated accuracy of +/- 6 seconds.
 DH1060
 DH1060.The orthometric height was determined by differential leveling
 DH1060.and adjusted by the National Geodetic Survey in 1992..
 DH1060.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1060.rate of 4.1 thru 8.0 mm/km.
 DH1060
 DH1060.The geoid height was determined by GEOID03.
 DH1060
 DH1060.The dynamic height is computed by dividing the NAVD 88
 DH1060.geopotential number by the normal gravity value computed on the
 DH1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1060.degrees latitude (g = 980.6199 gals.).
 DH1060
 DH1060.The modeled gravity was interpolated from observed gravity values.
 DH1060
 DH1060;                    North         East    Units  Estimated Accuracy
 DH1060;SPC AL W     -   425,080.      665,820.      MT  (+/- 180 meters Scaled)
 DH1060
 DH1060                          SUPERSEDED SURVEY CONTROL
 DH1060
 DH1060  NGVD 29 (??/??/92)  128.551  (m)          421.75   (f) ADJ UNCH    1 2
 DH1060
 DH1060.Superseded values are not recommended for survey control.
 DH1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1060.See file dsdata.txt to determine how the superseded data were derived.
 DH1060
 DH1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC195435(NAD 83)
 DH1060_MARKER: DD = SURVEY DISK
 DH1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1060_STAMPING: 558-B-64
 DH1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1060+STABILITY: SURFACE MOTION
 DH1060
 DH1060  HISTORY     - Date     Condition        Report By
 DH1060  HISTORY     - UNK      MONUMENTED       ALGS
 DH1060  HISTORY     - 1944     GOOD             NGS
 DH1060
 DH1060                          STATION DESCRIPTION
 DH1060
 DH1060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1060'2.2 MI E FROM WARRIOR.
 DH1060'ABOUT 2.2 MILES EASTERLY ALONG THE ROAD TO TRAFFORD FROM THE POST
 DH1060'OFFICE AT WARRIOR, ABOUT 0.2 MILE EAST OF A BRICK STORE BUILDING, 20.0
 DH1060'FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 DH1060'ROAD, ON THE OUTSIDE OF A CURVE AT THE EDGE OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1061 ***********************************************************************
 DH1061  DESIGNATION -  558 B 66
 DH1061  PID         -  DH1061
 DH1061  STATE/COUNTY-  AL/JEFFERSON
 DH1061  USGS QUAD   -  WARRIOR (1986)
 DH1061
 DH1061                         *CURRENT SURVEY CONTROL
 DH1061  ___________________________________________________________________
 DH1061* NAD 83(1986)-  33 49 51.     (N)    086 47 28.     (W)     SCALED    
 DH1061* NAVD 88     -       137.351  (meters)     450.63   (feet)  POSTED    
 DH1061  ___________________________________________________________________
 DH1061  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH1061  DYNAMIC HT  -         137.210 (meters)     450.16  (feet)  COMP
 DH1061  MODELED GRAV-     979,571.6   (mgal)                       NAVD 88
 DH1061
 DH1061  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1061
 DH1061.The horizontal coordinates were scaled from a topographic map and have
 DH1061.an estimated accuracy of +/- 6 seconds.
 DH1061
 DH1061.The orthometric height was determined by differential leveling
 DH1061.and adjusted by the National Geodetic Survey in 1992..
 DH1061.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1061.rate of 4.1 thru 8.0 mm/km.
 DH1061
 DH1061.The geoid height was determined by GEOID03.
 DH1061
 DH1061.The dynamic height is computed by dividing the NAVD 88
 DH1061.geopotential number by the normal gravity value computed on the
 DH1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1061.degrees latitude (g = 980.6199 gals.).
 DH1061
 DH1061.The modeled gravity was interpolated from observed gravity values.
 DH1061
 DH1061;                    North         East    Units  Estimated Accuracy
 DH1061;SPC AL W     -   424,980.      665,620.      MT  (+/- 180 meters Scaled)
 DH1061
 DH1061                          SUPERSEDED SURVEY CONTROL
 DH1061
 DH1061  NGVD 29 (??/??/92)  137.292  (m)          450.43   (f) ADJ UNCH    1 2
 DH1061
 DH1061.Superseded values are not recommended for survey control.
 DH1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1061.See file dsdata.txt to determine how the superseded data were derived.
 DH1061
 DH1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC193434(NAD 83)
 DH1061_MARKER: DD = SURVEY DISK
 DH1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1061_STAMPING: 558-B-66
 DH1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1061+STABILITY: SURFACE MOTION
 DH1061
 DH1061  HISTORY     - Date     Condition        Report By
 DH1061  HISTORY     - UNK      MONUMENTED       ALGS
 DH1061  HISTORY     - 1944     GOOD             NGS
 DH1061  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1061
 DH1061                          STATION DESCRIPTION
 DH1061
 DH1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1061'2.1 MI E FROM WARRIOR.
 DH1061'ABOUT 2.1 MILES EASTERLY ALONG THE ROAD TO TRAFFORD FROM THE POST
 DH1061'OFFICE AT WARRIOR, ABOUT 0.2 MILE EAST OF A BRICK STORE BUILDING, 30.0
 DH1061'FEET NORTHWEST OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF
 DH1061'THE ROAD, AND ON A FLAT ACROSS THE ROAD FROM A ROCK LEDGE.
 DH1061
 DH1061                          STATION RECOVERY (1982)
 DH1061
 DH1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1062 ***********************************************************************
 DH1062  DESIGNATION -  558 B 69
 DH1062  PID         -  DH1062
 DH1062  STATE/COUNTY-  AL/JEFFERSON
 DH1062  USGS QUAD   -  WARRIOR (1986)
 DH1062
 DH1062                         *CURRENT SURVEY CONTROL
 DH1062  ___________________________________________________________________
 DH1062* NAD 83(1986)-  33 49 36.     (N)    086 47 25.     (W)     SCALED    
 DH1062* NAVD 88     -       163.549  (meters)     536.58   (feet)  POSTED    
 DH1062  ___________________________________________________________________
 DH1062  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH1062  DYNAMIC HT  -         163.380 (meters)     536.02  (feet)  COMP
 DH1062  MODELED GRAV-     979,571.2   (mgal)                       NAVD 88
 DH1062
 DH1062  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1062
 DH1062.The horizontal coordinates were scaled from a topographic map and have
 DH1062.an estimated accuracy of +/- 6 seconds.
 DH1062
 DH1062.The orthometric height was determined by differential leveling
 DH1062.and adjusted by the National Geodetic Survey in 1992..
 DH1062.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1062.rate of 4.1 thru 8.0 mm/km.
 DH1062
 DH1062.The geoid height was determined by GEOID03.
 DH1062
 DH1062.The dynamic height is computed by dividing the NAVD 88
 DH1062.geopotential number by the normal gravity value computed on the
 DH1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1062.degrees latitude (g = 980.6199 gals.).
 DH1062
 DH1062.The modeled gravity was interpolated from observed gravity values.
 DH1062
 DH1062;                    North         East    Units  Estimated Accuracy
 DH1062;SPC AL W     -   424,520.      665,700.      MT  (+/- 180 meters Scaled)
 DH1062
 DH1062                          SUPERSEDED SURVEY CONTROL
 DH1062
 DH1062  NGVD 29 (??/??/92)  163.488  (m)          536.38   (f) ADJ UNCH    1 2
 DH1062
 DH1062.Superseded values are not recommended for survey control.
 DH1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1062.See file dsdata.txt to determine how the superseded data were derived.
 DH1062
 DH1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC194429(NAD 83)
 DH1062_MARKER: DD = SURVEY DISK
 DH1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1062_STAMPING: 558-B-69
 DH1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1062+STABILITY: SURFACE MOTION
 DH1062
 DH1062  HISTORY     - Date     Condition        Report By
 DH1062  HISTORY     - UNK      MONUMENTED       ALGS
 DH1062  HISTORY     - 1944     GOOD             NGS
 DH1062  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1062
 DH1062                          STATION DESCRIPTION
 DH1062
 DH1062'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1062'1.7 MI E FROM WARRIOR.
 DH1062'ABOUT 1.7 MILES EASTERLY ALONG THE ROAD TO TRAFFORD FROM THE POST
 DH1062'OFFICE AT WARRIOR, AT THE OUTSIDE OF A SHARP CURVE, 27.0 FEET SOUTH OF
 DH1062'AND ABOUT 3.5 FEET ABOVE THE CENTER LINE OF THE ROAD.
 DH1062
 DH1062                          STATION RECOVERY (1982)
 DH1062
 DH1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1063 ***********************************************************************
 DH1063  DESIGNATION -  558 B 71
 DH1063  PID         -  DH1063
 DH1063  STATE/COUNTY-  AL/JEFFERSON
 DH1063  USGS QUAD   -  WARRIOR (1986)
 DH1063
 DH1063                         *CURRENT SURVEY CONTROL
 DH1063  ___________________________________________________________________
 DH1063* NAD 83(1986)-  33 49 35.     (N)    086 47 45.     (W)     SCALED    
 DH1063* NAVD 88     -       173.116  (meters)     567.96   (feet)  POSTED    
 DH1063  ___________________________________________________________________
 DH1063  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH1063  DYNAMIC HT  -         172.930 (meters)     567.35  (feet)  COMP
 DH1063  MODELED GRAV-     979,572.4   (mgal)                       NAVD 88
 DH1063
 DH1063  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1063
 DH1063.The horizontal coordinates were scaled from a topographic map and have
 DH1063.an estimated accuracy of +/- 6 seconds.
 DH1063
 DH1063.The orthometric height was determined by differential leveling
 DH1063.and adjusted by the National Geodetic Survey in 1992..
 DH1063.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1063.rate of 4.1 thru 8.0 mm/km.
 DH1063
 DH1063.The geoid height was determined by GEOID03.
 DH1063
 DH1063.The dynamic height is computed by dividing the NAVD 88
 DH1063.geopotential number by the normal gravity value computed on the
 DH1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1063.degrees latitude (g = 980.6199 gals.).
 DH1063
 DH1063.The modeled gravity was interpolated from observed gravity values.
 DH1063
 DH1063;                    North         East    Units  Estimated Accuracy
 DH1063;SPC AL W     -   424,490.      665,180.      MT  (+/- 180 meters Scaled)
 DH1063
 DH1063                          SUPERSEDED SURVEY CONTROL
 DH1063
 DH1063  NGVD 29 (??/??/92)  173.052  (m)          567.75   (f) ADJ UNCH    1 2
 DH1063
 DH1063.Superseded values are not recommended for survey control.
 DH1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1063.See file dsdata.txt to determine how the superseded data were derived.
 DH1063
 DH1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC188429(NAD 83)
 DH1063_MARKER: DD = SURVEY DISK
 DH1063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1063_STAMPING: 558-B-71
 DH1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1063+STABILITY: SURFACE MOTION
 DH1063
 DH1063  HISTORY     - Date     Condition        Report By
 DH1063  HISTORY     - UNK      MONUMENTED       ALGS
 DH1063  HISTORY     - 1944     GOOD             NGS
 DH1063  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1063
 DH1063                          STATION DESCRIPTION
 DH1063
 DH1063'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1063'1.4 MI E FROM WARRIOR.
 DH1063'ABOUT 1.4 MILES EASTERLY ALONG THE ROAD TO TRAFFORD FROM THE POST
 DH1063'OFFICE AT WARRIOR, 27.0 FEET NORTH OF AND ABOUT 2 FEET ABOVE THE
 DH1063'CENTER LINE OF THE ROAD, ABOUT 25 FEET WEST OF THE INTERSECTION OF A
 DH1063'FARM ROAD, AND ON THE EAST SIDE OF A SMALL RIDGE.
 DH1063
 DH1063                          STATION RECOVERY (1982)
 DH1063
 DH1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1063'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1064 ***********************************************************************
 DH1064  DESIGNATION -  558 B 72
 DH1064  PID         -  DH1064
 DH1064  STATE/COUNTY-  AL/JEFFERSON
 DH1064  USGS QUAD   -  WARRIOR (1986)
 DH1064
 DH1064                         *CURRENT SURVEY CONTROL
 DH1064  ___________________________________________________________________
 DH1064* NAD 83(1986)-  33 49 31.     (N)    086 47 59.     (W)     SCALED    
 DH1064* NAVD 88     -       180.512  (meters)     592.23   (feet)  POSTED    
 DH1064  ___________________________________________________________________
 DH1064  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DH1064  DYNAMIC HT  -         180.320 (meters)     591.60  (feet)  COMP
 DH1064  MODELED GRAV-     979,573.2   (mgal)                       NAVD 88
 DH1064
 DH1064  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1064
 DH1064.The horizontal coordinates were scaled from a topographic map and have
 DH1064.an estimated accuracy of +/- 6 seconds.
 DH1064
 DH1064.The orthometric height was determined by differential leveling
 DH1064.and adjusted by the National Geodetic Survey in 1992..
 DH1064.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1064.rate of 4.1 thru 8.0 mm/km.
 DH1064
 DH1064.The geoid height was determined by GEOID03.
 DH1064
 DH1064.The dynamic height is computed by dividing the NAVD 88
 DH1064.geopotential number by the normal gravity value computed on the
 DH1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1064.degrees latitude (g = 980.6199 gals.).
 DH1064
 DH1064.The modeled gravity was interpolated from observed gravity values.
 DH1064
 DH1064;                    North         East    Units  Estimated Accuracy
 DH1064;SPC AL W     -   424,360.      664,820.      MT  (+/- 180 meters Scaled)
 DH1064
 DH1064                          SUPERSEDED SURVEY CONTROL
 DH1064
 DH1064  NGVD 29 (??/??/92)  180.447  (m)          592.02   (f) ADJ UNCH    1 2
 DH1064
 DH1064.Superseded values are not recommended for survey control.
 DH1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1064.See file dsdata.txt to determine how the superseded data were derived.
 DH1064
 DH1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC185428(NAD 83)
 DH1064_MARKER: DD = SURVEY DISK
 DH1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1064_STAMPING: 558-B-72
 DH1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1064+STABILITY: SURFACE MOTION
 DH1064
 DH1064  HISTORY     - Date     Condition        Report By
 DH1064  HISTORY     - UNK      MONUMENTED       ALGS
 DH1064  HISTORY     - 1944     GOOD             NGS
 DH1064  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1064
 DH1064                          STATION DESCRIPTION
 DH1064
 DH1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1064'1.2 MI E FROM WARRIOR.
 DH1064'ABOUT 1.2 MILES EASTERLY ALONG THE ROAD TO TRAFFORD FROM THE POST
 DH1064'OFFICE AT WARRIOR, 60.0 FEET WEST OF A FARM HOUSE, 27.0 FEET SOUTH OF
 DH1064'AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE ROAD, AND 2.0
 DH1064'FEET NORTHWEST OF THE CORNER OF A BRICK RETAINING WALL IN FRONT OF THE
 DH1064'HOUSE.
 DH1064
 DH1064                          STATION RECOVERY (1982)
 DH1064
 DH1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1064'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1065 ***********************************************************************
 DH1065  DESIGNATION -  558 B 74
 DH1065  PID         -  DH1065
 DH1065  STATE/COUNTY-  AL/JEFFERSON
 DH1065  USGS QUAD   -  WARRIOR (1986)
 DH1065
 DH1065                         *CURRENT SURVEY CONTROL
 DH1065  ___________________________________________________________________
 DH1065* NAD 83(1986)-  33 49 31.     (N)    086 48 16.     (W)     SCALED    
 DH1065* NAVD 88     -       189.311  (meters)     621.10   (feet)  POSTED    
 DH1065  ___________________________________________________________________
 DH1065  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DH1065  DYNAMIC HT  -         189.110 (meters)     620.44  (feet)  COMP
 DH1065  MODELED GRAV-     979,574.3   (mgal)                       NAVD 88
 DH1065
 DH1065  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1065
 DH1065.The horizontal coordinates were scaled from a topographic map and have
 DH1065.an estimated accuracy of +/- 6 seconds.
 DH1065
 DH1065.The orthometric height was determined by differential leveling
 DH1065.and adjusted by the National Geodetic Survey in 1992..
 DH1065.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1065.rate of 4.1 thru 8.0 mm/km.
 DH1065
 DH1065.The geoid height was determined by GEOID03.
 DH1065
 DH1065.The dynamic height is computed by dividing the NAVD 88
 DH1065.geopotential number by the normal gravity value computed on the
 DH1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1065.degrees latitude (g = 980.6199 gals.).
 DH1065
 DH1065.The modeled gravity was interpolated from observed gravity values.
 DH1065
 DH1065;                    North         East    Units  Estimated Accuracy
 DH1065;SPC AL W     -   424,360.      664,390.      MT  (+/- 180 meters Scaled)
 DH1065
 DH1065                          SUPERSEDED SURVEY CONTROL
 DH1065
 DH1065  NGVD 29 (??/??/92)  189.244  (m)          620.88   (f) ADJ UNCH    1 2
 DH1065
 DH1065.Superseded values are not recommended for survey control.
 DH1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1065.See file dsdata.txt to determine how the superseded data were derived.
 DH1065
 DH1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC180428(NAD 83)
 DH1065_MARKER: DD = SURVEY DISK
 DH1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1065_STAMPING: 558-B-74
 DH1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1065+STABILITY: SURFACE MOTION
 DH1065
 DH1065  HISTORY     - Date     Condition        Report By
 DH1065  HISTORY     - UNK      MONUMENTED       ALGS
 DH1065  HISTORY     - 1944     GOOD             NGS
 DH1065  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1065
 DH1065                          STATION DESCRIPTION
 DH1065
 DH1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1065'0.9 MI E FROM WARRIOR.
 DH1065'ABOUT 0.9 MILE EASTERLY ALONG THE ROAD TO TRAFFORD FROM THE POST
 DH1065'OFFICE AT WARRIOR, ABOUT 0.15 MILE EAST OF THE INTERSECTION OF THE
 DH1065'TRAFFORD ROAD WITH U.S. HIGHWAY 31, ABOUT 200 FEET SOUTHWEST OF A
 DH1065'SMALL FRAME CHURCH, 30.0 FEET NORTH OF AND ABOUT 4 FEET ABOVE THE
 DH1065'CENTER LINE OF THE ROAD.
 DH1065
 DH1065                          STATION RECOVERY (1982)
 DH1065
 DH1065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1065'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1066 ***********************************************************************
 DH1066  DESIGNATION -  558 B 75
 DH1066  PID         -  DH1066
 DH1066  STATE/COUNTY-  AL/JEFFERSON
 DH1066  USGS QUAD   -  WARRIOR (1986)
 DH1066
 DH1066                         *CURRENT SURVEY CONTROL
 DH1066  ___________________________________________________________________
 DH1066* NAD 83(1986)-  33 49 29.     (N)    086 48 23.     (W)     SCALED    
 DH1066* NAVD 88     -       186.741  (meters)     612.67   (feet)  POSTED    
 DH1066  ___________________________________________________________________
 DH1066  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DH1066  DYNAMIC HT  -         186.540 (meters)     612.01  (feet)  COMP
 DH1066  MODELED GRAV-     979,574.7   (mgal)                       NAVD 88
 DH1066
 DH1066  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1066
 DH1066.The horizontal coordinates were scaled from a topographic map and have
 DH1066.an estimated accuracy of +/- 6 seconds.
 DH1066
 DH1066.The orthometric height was determined by differential leveling
 DH1066.and adjusted by the National Geodetic Survey in 1992..
 DH1066.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1066.rate of 4.1 thru 8.0 mm/km.
 DH1066
 DH1066.The geoid height was determined by GEOID03.
 DH1066
 DH1066.The dynamic height is computed by dividing the NAVD 88
 DH1066.geopotential number by the normal gravity value computed on the
 DH1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1066.degrees latitude (g = 980.6199 gals.).
 DH1066
 DH1066.The modeled gravity was interpolated from observed gravity values.
 DH1066
 DH1066;                    North         East    Units  Estimated Accuracy
 DH1066;SPC AL W     -   424,290.      664,210.      MT  (+/- 180 meters Scaled)
 DH1066
 DH1066                          SUPERSEDED SURVEY CONTROL
 DH1066
 DH1066  NGVD 29 (??/??/92)  186.674  (m)          612.45   (f) ADJ UNCH    1 2
 DH1066
 DH1066.Superseded values are not recommended for survey control.
 DH1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1066.See file dsdata.txt to determine how the superseded data were derived.
 DH1066
 DH1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC179427(NAD 83)
 DH1066_MARKER: DD = SURVEY DISK
 DH1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1066_STAMPING: 558-B-75
 DH1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1066+STABILITY: SURFACE MOTION
 DH1066
 DH1066  HISTORY     - Date     Condition        Report By
 DH1066  HISTORY     - UNK      MONUMENTED       ALGS
 DH1066  HISTORY     - 1944     GOOD             NGS
 DH1066  HISTORY     - 1946     GOOD             NGS
 DH1066
 DH1066                          STATION DESCRIPTION
 DH1066
 DH1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1066'0.75 MI N FROM WARRIOR.
 DH1066'ABOUT 0.75 MILE NORTHERLY ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 DH1066'AT WARRIOR, AT THE INTERSECTION OF THE TRAFFORD ROAD AND THE U.S.
 DH1066'HIGHWAY 31, ABOUT 125 FEET NORTH OF THE CENTER OF THE INTERSECTION,
 DH1066'66.0 FEET NORTHWEST OF THE CENTER LINE OF THE TRAFFORD ROAD, 25.0 FEET
 DH1066'EAST OF AND ABOUT 3 FEET ABOVE THE CENTER LINE OF THE U.S. HIGHWAY.
 DH1066'NOTE-- MARK IS NOW 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST.
 DH1066
 DH1066                          STATION RECOVERY (1946)
 DH1066
 DH1066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH1066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1067 ***********************************************************************
 DH1067  DESIGNATION -  558 B 76
 DH1067  PID         -  DH1067
 DH1067  STATE/COUNTY-  AL/JEFFERSON
 DH1067  USGS QUAD   -  WARRIOR (1986)
 DH1067
 DH1067                         *CURRENT SURVEY CONTROL
 DH1067  ___________________________________________________________________
 DH1067* NAD 83(1986)-  33 49 15.     (N)    086 48 30.     (W)     SCALED    
 DH1067* NAVD 88     -       173.665  (meters)     569.77   (feet)  POSTED    
 DH1067  ___________________________________________________________________
 DH1067  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DH1067  DYNAMIC HT  -         173.480 (meters)     569.16  (feet)  COMP
 DH1067  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 DH1067
 DH1067  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1067
 DH1067.The horizontal coordinates were scaled from a topographic map and have
 DH1067.an estimated accuracy of +/- 6 seconds.
 DH1067
 DH1067.The orthometric height was determined by differential leveling
 DH1067.and adjusted by the National Geodetic Survey in 1992..
 DH1067.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1067.rate of 4.1 thru 8.0 mm/km.
 DH1067
 DH1067.The geoid height was determined by GEOID03.
 DH1067
 DH1067.The dynamic height is computed by dividing the NAVD 88
 DH1067.geopotential number by the normal gravity value computed on the
 DH1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1067.degrees latitude (g = 980.6199 gals.).
 DH1067
 DH1067.The modeled gravity was interpolated from observed gravity values.
 DH1067
 DH1067;                    North         East    Units  Estimated Accuracy
 DH1067;SPC AL W     -   423,860.      664,030.      MT  (+/- 180 meters Scaled)
 DH1067
 DH1067                          SUPERSEDED SURVEY CONTROL
 DH1067
 DH1067  NGVD 29 (??/??/92)  173.595  (m)          569.54   (f) ADJ UNCH    1 2
 DH1067
 DH1067.Superseded values are not recommended for survey control.
 DH1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1067.See file dsdata.txt to determine how the superseded data were derived.
 DH1067
 DH1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC177423(NAD 83)
 DH1067_MARKER: DD = SURVEY DISK
 DH1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1067_STAMPING: 558-B-76
 DH1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1067+STABILITY: SURFACE MOTION
 DH1067
 DH1067  HISTORY     - Date     Condition        Report By
 DH1067  HISTORY     - UNK      MONUMENTED       ALGS
 DH1067  HISTORY     - 1944     GOOD             NGS
 DH1067  HISTORY     - 1946     GOOD             NGS
 DH1067  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1067
 DH1067                          STATION DESCRIPTION
 DH1067
 DH1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1067'0.45 MI N FROM WARRIOR.
 DH1067'ABOUT 0.45 MILE NORTHERLY ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE
 DH1067'AT WARRIOR, AT THE NORTHEDGE OF TOWN, ABOUT 150 FEET NORTHEAST OF A
 DH1067'ONE-STORY BRICK HOUSE, 36.0 FEET SOUTH OF THE SOUTH END OF A ROCK
 DH1067'OUTCROP, 25.0 FEET WEST OF AND ABOUT THE SAME ELEVATION AS THE CENTER
 DH1067'LINE OF THE HIGHWAY.  NOTE-- MARK IS NOW 1.5 FEET EAST OF A WHITE
 DH1067'WOODEN WITNESS POST.
 DH1067
 DH1067                          STATION RECOVERY (1946)
 DH1067
 DH1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH1067'RECOVERED IN GOOD CONDITION.
 DH1067
 DH1067                          STATION RECOVERY (1982)
 DH1067
 DH1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1067'NOT RECOVERED, POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1068 ***********************************************************************
 DH1068  DESIGNATION -  558 B 77
 DH1068  PID         -  DH1068
 DH1068  STATE/COUNTY-  AL/JEFFERSON
 DH1068  USGS QUAD   -  WARRIOR (1986)
 DH1068
 DH1068                         *CURRENT SURVEY CONTROL
 DH1068  ___________________________________________________________________
 DH1068* NAD 83(1986)-  33 49 00.     (N)    086 48 30.     (W)     SCALED    
 DH1068* NAVD 88     -       170.578  (meters)     559.64   (feet)  POSTED    
 DH1068  ___________________________________________________________________
 DH1068  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DH1068  DYNAMIC HT  -         170.400 (meters)     559.05  (feet)  COMP
 DH1068  MODELED GRAV-     979,574.3   (mgal)                       NAVD 88
 DH1068
 DH1068  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1068
 DH1068.The horizontal coordinates were scaled from a topographic map and have
 DH1068.an estimated accuracy of +/- 6 seconds.
 DH1068
 DH1068.The orthometric height was determined by differential leveling
 DH1068.and adjusted by the National Geodetic Survey in 1992..
 DH1068.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1068.rate of 4.1 thru 8.0 mm/km.
 DH1068
 DH1068.The geoid height was determined by GEOID03.
 DH1068
 DH1068.The dynamic height is computed by dividing the NAVD 88
 DH1068.geopotential number by the normal gravity value computed on the
 DH1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1068.degrees latitude (g = 980.6199 gals.).
 DH1068
 DH1068.The modeled gravity was interpolated from observed gravity values.
 DH1068
 DH1068;                    North         East    Units  Estimated Accuracy
 DH1068;SPC AL W     -   423,400.      664,030.      MT  (+/- 180 meters Scaled)
 DH1068
 DH1068                          SUPERSEDED SURVEY CONTROL
 DH1068
 DH1068  NGVD 29 (??/??/92)  170.504  (m)          559.40   (f) ADJ UNCH    1 2
 DH1068
 DH1068.Superseded values are not recommended for survey control.
 DH1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1068.See file dsdata.txt to determine how the superseded data were derived.
 DH1068
 DH1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC177418(NAD 83)
 DH1068_MARKER: DD = SURVEY DISK
 DH1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1068_STAMPING: 558-B-77
 DH1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1068+STABILITY: SURFACE MOTION
 DH1068
 DH1068  HISTORY     - Date     Condition        Report By
 DH1068  HISTORY     - UNK      MONUMENTED       ALGS
 DH1068  HISTORY     - 1944     GOOD             NGS
 DH1068  HISTORY     - 1946     GOOD             NGS
 DH1068  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1068
 DH1068                          STATION DESCRIPTION
 DH1068
 DH1068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1068'IN WARRIOR.
 DH1068'BENCH MARK IS IN THE TOWN OF WARRIOR, ON THE EAST SIDE OF THE U.S.
 DH1068'HIGHWAY 31, 15.0 FEET NORTH OF THE NORTHWEST CORNER OF THE WARRIOR
 DH1068'THEATRE, AND 0.8 FOOT EAST OF THE EAST EDGE OF THE SIDEWALK.
 DH1068
 DH1068                          STATION RECOVERY (1946)
 DH1068
 DH1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH1068'RECOVERED IN GOOD CONDITION.
 DH1068
 DH1068                          STATION RECOVERY (1982)
 DH1068
 DH1068'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1068'NOT RECOVERED, THE THEATER IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1071 ***********************************************************************
 DH1071  DESIGNATION -  558 B 78
 DH1071  PID         -  DH1071
 DH1071  STATE/COUNTY-  AL/JEFFERSON
 DH1071  USGS QUAD   -  WARRIOR (1986)
 DH1071
 DH1071                         *CURRENT SURVEY CONTROL
 DH1071  ___________________________________________________________________
 DH1071* NAD 83(1986)-  33 48 48.     (N)    086 48 30.     (W)     SCALED    
 DH1071* NAVD 88     -       168.886  (meters)     554.09   (feet)  POSTED    
 DH1071  ___________________________________________________________________
 DH1071  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DH1071  DYNAMIC HT  -         168.710 (meters)     553.51  (feet)  COMP
 DH1071  MODELED GRAV-     979,573.8   (mgal)                       NAVD 88
 DH1071
 DH1071  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 DH1071
 DH1071.The horizontal coordinates were scaled from a topographic map and have
 DH1071.an estimated accuracy of +/- 6 seconds.
 DH1071
 DH1071.The orthometric height was determined by differential leveling
 DH1071.and adjusted by the National Geodetic Survey in 1992..
 DH1071.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 DH1071.rate of 4.1 thru 8.0 mm/km.
 DH1071
 DH1071.The geoid height was determined by GEOID03.
 DH1071
 DH1071.The dynamic height is computed by dividing the NAVD 88
 DH1071.geopotential number by the normal gravity value computed on the
 DH1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1071.degrees latitude (g = 980.6199 gals.).
 DH1071
 DH1071.The modeled gravity was interpolated from observed gravity values.
 DH1071
 DH1071;                    North         East    Units  Estimated Accuracy
 DH1071;SPC AL W     -   423,030.      664,040.      MT  (+/- 180 meters Scaled)
 DH1071
 DH1071                          SUPERSEDED SURVEY CONTROL
 DH1071
 DH1071  NGVD 29 (??/??/92)  168.808  (m)          553.83   (f) ADJ UNCH    1 2
 DH1071
 DH1071.Superseded values are not recommended for survey control.
 DH1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1071.See file dsdata.txt to determine how the superseded data were derived.
 DH1071
 DH1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC177414(NAD 83)
 DH1071_MARKER: DB = BENCH MARK DISK
 DH1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1071_STAMPING: 558-B-78
 DH1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1071+STABILITY: SURFACE MOTION
 DH1071
 DH1071  HISTORY     - Date     Condition        Report By
 DH1071  HISTORY     - UNK      MONUMENTED       ALGS
 DH1071  HISTORY     - 1944     GOOD             NGS
 DH1071  HISTORY     - 1946     GOOD             NGS
 DH1071  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1071
 DH1071                          STATION DESCRIPTION
 DH1071
 DH1071'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1071'IN WARRIOR.
 DH1071'MARK IS LOCATED ON THE RIGHT-OF-WAY OF THE LOUISVILLE AND NASHVILLE
 DH1071'RAILROAD, ABOUT 175 FEET SOUTH OF THE CENTER OF THE INTERSECTION OF
 DH1071'THE RAILROAD AND U. S. HIGHWAY 31, 50.0 FEET EAST OF AND ABOUT 6 FEET
 DH1071'ABOVE THE CENTER LINE OF THE TRACK, AND 35 FEET WEST OF THE CENTER
 DH1071'LINE OF A ROAD ALONG THE EAST SIDE OF THE TRACK.
 DH1071
 DH1071                          STATION RECOVERY (1946)
 DH1071
 DH1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH1071'RECOVERED IN GOOD CONDITION.
 DH1071
 DH1071                          STATION RECOVERY (1982)
 DH1071
 DH1071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1071'NOT RECOVERED, THE RAILROAD TRACKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1073 ***********************************************************************
 DH1073  DESIGNATION -  558 B 79
 DH1073  PID         -  DH1073
 DH1073  STATE/COUNTY-  AL/JEFFERSON
 DH1073  USGS QUAD   -  WARRIOR (1986)
 DH1073
 DH1073                         *CURRENT SURVEY CONTROL
 DH1073  ___________________________________________________________________
 DH1073* NAD 83(1986)-  33 48 25.     (N)    086 48 41.     (W)     SCALED    
 DH1073* NAVD 88     -       158.690  (meters)     520.64   (feet)  ADJUSTED  
 DH1073  ___________________________________________________________________
 DH1073  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH1073  DYNAMIC HT  -         158.521 (meters)     520.08  (feet)  COMP
 DH1073  MODELED GRAV-     979,573.5   (mgal)                       NAVD 88
 DH1073
 DH1073  VERT ORDER  -  FIRST     CLASS II
 DH1073
 DH1073.The horizontal coordinates were scaled from a topographic map and have
 DH1073.an estimated accuracy of +/- 6 seconds.
 DH1073
 DH1073.The orthometric height was determined by differential leveling
 DH1073.and adjusted by the National Geodetic Survey in June 1991..
 DH1073
 DH1073.The geoid height was determined by GEOID03.
 DH1073
 DH1073.The dynamic height is computed by dividing the NAVD 88
 DH1073.geopotential number by the normal gravity value computed on the
 DH1073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1073.degrees latitude (g = 980.6199 gals.).
 DH1073
 DH1073.The modeled gravity was interpolated from observed gravity values.
 DH1073
 DH1073;                    North         East    Units  Estimated Accuracy
 DH1073;SPC AL W     -   422,320.      663,760.      MT  (+/- 180 meters Scaled)
 DH1073
 DH1073                          SUPERSEDED SURVEY CONTROL
 DH1073
 DH1073  NGVD 29 (??/??/92)  158.610  (m)          520.37   (f) ADJ UNCH    1 2
 DH1073
 DH1073.Superseded values are not recommended for survey control.
 DH1073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1073.See file dsdata.txt to determine how the superseded data were derived.
 DH1073
 DH1073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC174407(NAD 83)
 DH1073_MARKER: DD = SURVEY DISK
 DH1073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1073_STAMPING: 558-B-79
 DH1073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1073+STABILITY: SURFACE MOTION
 DH1073
 DH1073  HISTORY     - Date     Condition        Report By
 DH1073  HISTORY     - UNK      MONUMENTED       ALGS
 DH1073  HISTORY     - 1944     GOOD             NGS
 DH1073  HISTORY     - 1947     GOOD             NGS
 DH1073  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1073
 DH1073                          STATION DESCRIPTION
 DH1073
 DH1073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1073'0.4 MI S FROM WARRIOR.
 DH1073'ABOUT 0.4 MILE SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1073'FROM THE POST OFFICE AT WARRIOR, ABOUT 0.1 MILE SOUTH OF MILE-POST
 DH1073'383, 15.0 FEET WEST OF AND ABOUT 1.5 FEET BELOW THE CENTER LINE OF THE
 DH1073'RAILROAD.
 DH1073
 DH1073                          STATION RECOVERY (1947)
 DH1073
 DH1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DH1073'RECOVERED IN GOOD CONDITION.
 DH1073
 DH1073                          STATION RECOVERY (1982)
 DH1073
 DH1073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1073'NOT RECOVERED, RAILROAD TRACKS HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0785 ***********************************************************************
 EF0785  DESIGNATION -  558.1
 EF0785  PID         -  EF0785
 EF0785  STATE/COUNTY-  AL/LAWRENCE
 EF0785  USGS QUAD   -  TOWN CREEK (1988)
 EF0785
 EF0785                         *CURRENT SURVEY CONTROL
 EF0785  ___________________________________________________________________
 EF0785* NAD 83(1986)-  34 41 03.     (N)    087 25 00.     (W)     SCALED    
 EF0785* NAVD 88     -       170.211  (meters)     558.43   (feet)  ADJUSTED  
 EF0785  ___________________________________________________________________
 EF0785  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EF0785  DYNAMIC HT  -         170.051 (meters)     557.91  (feet)  COMP
 EF0785  MODELED GRAV-     979,694.7   (mgal)                       NAVD 88
 EF0785
 EF0785  VERT ORDER  -  SECOND    CLASS 0
 EF0785
 EF0785.The horizontal coordinates were scaled from a topographic map and have
 EF0785.an estimated accuracy of +/- 6 seconds.
 EF0785
 EF0785.The orthometric height was determined by differential leveling
 EF0785.and adjusted by the National Geodetic Survey in June 1991..
 EF0785
 EF0785.The geoid height was determined by GEOID03.
 EF0785
 EF0785.The dynamic height is computed by dividing the NAVD 88
 EF0785.geopotential number by the normal gravity value computed on the
 EF0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0785.degrees latitude (g = 980.6199 gals.).
 EF0785
 EF0785.The modeled gravity was interpolated from observed gravity values.
 EF0785
 EF0785;                    North         East    Units  Estimated Accuracy
 EF0785;SPC AL W     -   519,410.      607,640.      MT  (+/- 180 meters Scaled)
 EF0785
 EF0785                          SUPERSEDED SURVEY CONTROL
 EF0785
 EF0785  NGVD 29 (??/??/92)  170.178  (m)          558.33   (f) ADJ UNCH    2 0
 EF0785
 EF0785.Superseded values are not recommended for survey control.
 EF0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0785.See file dsdata.txt to determine how the superseded data were derived.
 EF0785
 EF0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD618380(NAD 83)
 EF0785_MARKER: Q = CHISELED SQUARE
 EF0785_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0785_SP_SET: CONCRETE BASE
 EF0785_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0785
 EF0785  HISTORY     - Date     Condition        Report By
 EF0785  HISTORY     - UNK      MONUMENTED       USGS
 EF0785  HISTORY     - 1934     GOOD             NGS
 EF0785  HISTORY     - 1949     MARK NOT FOUND   TVA
 EF0785
 EF0785                          STATION DESCRIPTION
 EF0785
 EF0785'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0785'0.7 MI W FROM TOWN CREEK.
 EF0785'SQUARE CHISELED IN THE CONC. BASE OF A SIGNAL TOWER.
 EF0785
 EF0785                          STATION RECOVERY (1949)
 EF0785
 EF0785'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0714 ***********************************************************************
 EF0714  DESIGNATION -  56
 EF0714  PID         -  EF0714
 EF0714  STATE/COUNTY-  AL/LIMESTONE
 EF0714  USGS QUAD   -  JONES CROSSROADS (1976)
 EF0714
 EF0714                         *CURRENT SURVEY CONTROL
 EF0714  ___________________________________________________________________
 EF0714* NAD 83(1986)-  34 38 03.     (N)    087 00 06.     (W)     SCALED    
 EF0714* NAVD 88     -       168.948  (meters)     554.29   (feet)  POSTED    
 EF0714  ___________________________________________________________________
 EF0714  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EF0714  DYNAMIC HT  -         168.790 (meters)     553.77  (feet)  COMP
 EF0714  MODELED GRAV-     979,667.7   (mgal)                       NAVD 88
 EF0714
 EF0714  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0714
 EF0714.The horizontal coordinates were scaled from a topographic map and have
 EF0714.an estimated accuracy of +/- 6 seconds.
 EF0714
 EF0714.The orthometric height was determined by differential leveling
 EF0714.and adjusted by the National Geodetic Survey in 1992..
 EF0714.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0714.rate of 0.0 thru 1.0 mm/km.
 EF0714
 EF0714.The geoid height was determined by GEOID03.
 EF0714
 EF0714.The dynamic height is computed by dividing the NAVD 88
 EF0714.geopotential number by the normal gravity value computed on the
 EF0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0714.degrees latitude (g = 980.6199 gals.).
 EF0714
 EF0714.The modeled gravity was interpolated from observed gravity values.
 EF0714
 EF0714;                    North         East    Units  Estimated Accuracy
 EF0714;SPC AL W     -   513,970.      645,690.      MT  (+/- 180 meters Scaled)
 EF0714
 EF0714                          SUPERSEDED SURVEY CONTROL
 EF0714
 EF0714  NGVD 29 (??/??/92)  168.907  (m)          554.16   (f) ADJ UNCH    1 2
 EF0714
 EF0714.Superseded values are not recommended for survey control.
 EF0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0714.See file dsdata.txt to determine how the superseded data were derived.
 EF0714
 EF0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD998324(NAD 83)
 EF0714_MARKER: DD = SURVEY DISK
 EF0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0714+STABILITY: SURFACE MOTION
 EF0714
 EF0714  HISTORY     - Date     Condition        Report By
 EF0714  HISTORY     - UNK      MONUMENTED       USE
 EF0714  HISTORY     - 1933     GOOD             NGS
 EF0714  HISTORY     - 1934     GOOD             NGS
 EF0714
 EF0714                          STATION DESCRIPTION
 EF0714
 EF0714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0714'1.25 MI NW FROM DECATUR.
 EF0714'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 161 1/4,
 EF0714'APPROX. 200 FEET SOUTH EAST OF HOUSE IN CORNER OF GARDEN 10 FEET N.E.
 EF0714'OF BLAZED 8 IN. HACKBERRY TREE KNOWN AS WADES LANDING. BENCH MARK HAS
 EF0714'BEEN SUBMERGED BY WHEELER RESERVOIR.
 EF0714
 EF0714                          STATION RECOVERY (1934)
 EF0714
 EF0714'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF0714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3719 ***********************************************************************
 DG3719  DESIGNATION -  56 1
 DG3719  PID         -  DG3719
 DG3719  STATE/COUNTY-  AL/RANDOLPH
 DG3719  USGS QUAD   -  NAPOLEON (1969)
 DG3719
 DG3719                         *CURRENT SURVEY CONTROL
 DG3719  ___________________________________________________________________
 DG3719* NAD 83(1992)-  33 21 15.02495(N)    085 18 33.48900(W)     ADJUSTED  
 DG3719* NAVD 88     -       447.3    (meters)    1468.     (feet)  VERTCON   
 DG3719  ___________________________________________________________________
 DG3719  X           -     436,141.991 (meters)                     COMP
 DG3719  Y           -  -5,315,465.669 (meters)                     COMP
 DG3719  Z           -   3,487,065.685 (meters)                     COMP
 DG3719  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DG3719  ELLIP HEIGHT-         418.21  (meters)          (07/29/02) GPS OBS
 DG3719  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DG3719
 DG3719  HORZ ORDER  -  FIRST
 DG3719  ELLP ORDER  -  FOURTH    CLASS I
 DG3719
 DG3719.The horizontal coordinates were established by GPS observations
 DG3719.and adjusted by the National Geodetic Survey in September 1997..
 DG3719
 DG3719.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3719.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3719
 DG3719.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3719
 DG3719.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3719
 DG3719.The ellipsoidal height was determined by GPS observations
 DG3719.and is referenced to NAD 83.
 DG3719
 DG3719.The geoid height was determined by GEOID03.
 DG3719
 DG3719;                    North         East     Units Scale Factor Converg.
 DG3719;SPC AL E     -   316,596.835   248,774.088   MT  0.99998932   +0 17 17.2
 DG3719;SPC GA W     -   372,461.082   593,653.511   MT  1.00003939   -0 37 41.9
 DG3719;SPC GA W     - 1,221,982.73  1,947,678.23   sFT  1.00003939   -0 37 41.9
 DG3719;UTM  16      - 3,691,828.128   657,312.979   MT  0.99990512   +0 55 47.1
 DG3719
 DG3719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3719!SPC AL E     -   0.99993435  x   0.99998932  =   0.99992367
 DG3719!SPC GA W     -   0.99993435  x   1.00003939  =   0.99997373
 DG3719!UTM  16      -   0.99993435  x   0.99990512  =   0.99983947
 DG3719
 DG3719                          SUPERSEDED SURVEY CONTROL
 DG3719
 DG3719  NAD 83(1992)-  33 21 15.02464(N)    085 18 33.49110(W) AD(       ) 1
 DG3719  ELLIP H (12/04/92)  418.30   (m)                       GP(       ) 4 1
 DG3719  NAD 83(1986)-  33 21 15.03017(N)    085 18 33.48456(W) AD(       ) 1
 DG3719  NGVD 29 (12/04/92)  447.2    (m)         1467.     (f) GPS OBS        
 DG3719
 DG3719.Superseded values are not recommended for survey control.
 DG3719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3719.See file dsdata.txt to determine how the superseded data were derived.
 DG3719
 DG3719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5731391828(NAD 83)
 DG3719_MARKER: DD = SURVEY DISK
 DG3719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3719_SP_SET: CONCRETE POST
 DG3719_STAMPING: 56-1 1991
 DG3719_MARK LOGO: ALHD  
 DG3719_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3719+STABILITY: SURFACE MOTION
 DG3719_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3719+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3719
 DG3719  HISTORY     - Date     Condition        Report By
 DG3719  HISTORY     - 1991     MONUMENTED       ALHD
 DG3719
 DG3719                          STATION DESCRIPTION
 DG3719
 DG3719'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3719'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE SOUTHEAST RIGHT OF
 DG3719'WAY OF RANDOLPH COUNTY ROAD NO. 87, ABOUT 10.50 MI (16.90 KM)
 DG3719'EAST-NORTHEAST OF WEDOWEE AND ABOUT 14.30 MI (23.01 KM)
 DG3719'NORTH-NORTHWEST OF ROANOKE.
 DG3719'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3719'(MILE POST 199.50 ON U.S. 431 AND MILE POST 15.65 ON ALA 48) IN
 DG3719'WEDOWEE, DRIVE EAST AND NORTHEAST ON ALA 48 FOR 4.30 MI (6.92 KM) TO
 DG3719'MILE POST 19.95 AND RANDOLPH COUNTY ROAD NO. 56 LEFT AND RIGHT, TURN
 DG3719'RIGHT ON RANDOLPH COUNTY ROAD NO. 56 AND DRIVE EAST FOR 4.75 MI
 DG3719'(7.64 KM) TO A PAVED CROSS ROAD WITH RANDOLPH COUNTY ROAD NO. 71 LEFT
 DG3719'AND RIGHT, TURN LEFT ON RANDOLPH COUNTY ROAD NO. 71 AND DRIVE
 DG3719'NORTHEAST FOR 2.40 MI (3.86 KM) TO A T-INTERSECTION WITH RANDOLPH
 DG3719'COUNTY ROAD NO. 103 LEFT AND RIGHT AT A THREE WAY STOP, TURN RIGHT ON
 DG3719'RANDOLPH COUNTY ROAD NO. 103 AND DRIVE EAST 0.50 MI (0.80 KM) TO A
 DG3719'T-INTERSECTION WITH RANDOLPH COUNTY ROAD NO. 87 LEFT AND RIGHT, TURN
 DG3719'LEFT ON RANDOLPH COUNTY ROAD NO. 87 AND DRIVE NORTH AND EAST FOR 0.65
 DG3719'MI (1.05 KM) TO THE STATION ON THE RIGHT.
 DG3719'THE STATION IS 29.1 FT (8.9 M) SOUTHEAST OF THE CENTERLINE OF RANDOLPH
 DG3719'COUNTY ROAD NO. 87, 58.4 FT (17.8 M) SOUTHEAST OF A FOUR STRAND
 DG3719'BARBED WIRE FENCE ON WOOD POSTS ACROSS RANDOLPH COUNTY ROAD NO. 87,
 DG3719'85.7 FT (26.1 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 7 32 ACROSS
 DG3719'RANDOLPH COUNTY ROAD NO. 87, 87.6 FT (26.7 M) SOUTH OF THE SOUTHEAST
 DG3719'CORNER OF THE FENCE ACROSS RANDOLPH COUNTY ROAD NO. 87, 1.6 FT
 DG3719'(0.5 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3719'GROUND.
 DG3719'TRIANGULATION STATION SEWELL 1941 MAY BE USED AS AN AZIMUTH FOR THIS
 DG3719'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3804 ***********************************************************************
 DG3804  DESIGNATION -  56 10
 DG3804  PID         -  DG3804
 DG3804  STATE/COUNTY-  AL/RANDOLPH
 DG3804  USGS QUAD   -  WADLEY NORTH (1969)
 DG3804
 DG3804                         *CURRENT SURVEY CONTROL
 DG3804  ___________________________________________________________________
 DG3804* NAD 83(1992)-  33 11 42.76837(N)    085 35 02.92432(W)     ADJUSTED  
 DG3804* NAVD 88     -       217.2    (meters)     713.     (feet)  GPS OBS   
 DG3804  ___________________________________________________________________
 DG3804  X           -     411,369.197 (meters)                     COMP
 DG3804  Y           -  -5,326,949.354 (meters)                     COMP
 DG3804  Z           -   3,472,198.988 (meters)                     COMP
 DG3804  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DG3804  ELLIP HEIGHT-         188.01  (meters)          (07/29/02) GPS OBS
 DG3804  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG3804
 DG3804  HORZ ORDER  -  FIRST
 DG3804  ELLP ORDER  -  FOURTH    CLASS I
 DG3804
 DG3804.The horizontal coordinates were established by GPS observations
 DG3804.and adjusted by the National Geodetic Survey in September 1993..
 DG3804
 DG3804.The orthometric height was determined by GPS observations and a
 DG3804.high-resolution geoid model.
 DG3804
 DG3804.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3804
 DG3804.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3804
 DG3804.The ellipsoidal height was determined by GPS observations
 DG3804.and is referenced to NAD 83.
 DG3804
 DG3804.The geoid height was determined by GEOID03.
 DG3804
 DG3804;                    North         East     Units Scale Factor Converg.
 DG3804;SPC AL E     -   298,872.398   223,235.073   MT  0.99996665   +0 08 11.1
 DG3804;UTM  16      - 3,673,821.548   631,976.604   MT  0.99981475   +0 46 31.0
 DG3804
 DG3804!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3804!SPC AL E     -   0.99997048  x   0.99996665  =   0.99993713
 DG3804!UTM  16      -   0.99997048  x   0.99981475  =   0.99978524
 DG3804
 DG3804:                Primary Azimuth Mark                     Grid Az
 DG3804:SPC AL E     -  56 11                                    026 46 59.1
 DG3804:UTM  16      -  56 11                                    026 08 39.2
 DG3804
 DG3804|---------------------------------------------------------------------|
 DG3804| PID    Reference Object                     Distance      Geod. Az  |
 DG3804|                                                           dddmmss.s |
 DG3804| DG3805 56 11                               APPROX. 0.6 KM 0265510.2 |
 DG3804|---------------------------------------------------------------------|
 DG3804
 DG3804                          SUPERSEDED SURVEY CONTROL
 DG3804
 DG3804  ELLIP H (09/27/93)  188.09   (m)                       GP(       ) 4 1
 DG3804
 DG3804.Superseded values are not recommended for survey control.
 DG3804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3804.See file dsdata.txt to determine how the superseded data were derived.
 DG3804
 DG3804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3197773822(NAD 83)
 DG3804_MARKER: DD = SURVEY DISK
 DG3804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3804_SP_SET: CONCRETE POST
 DG3804_STAMPING: 56-10 1992
 DG3804_MARK LOGO: ALHD  
 DG3804_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3804+STABILITY: SURFACE MOTION
 DG3804_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3804+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3804
 DG3804  HISTORY     - Date     Condition        Report By
 DG3804  HISTORY     - 1992     MONUMENTED       ALHD
 DG3804
 DG3804                          STATION DESCRIPTION
 DG3804
 DG3804'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3804'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE WEST RIGHT OF WAY OF
 DG3804'RANDOLPH COUNTY ROAD NO. 15, ABOUT 5.30 MI (8.53 KM) NORTH-NORTHWEST
 DG3804'OF WADLEY AND ABOUT 9.70 MI (15.61 KM) SOUTHWEST OF WEDOWEE.
 DG3804'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 77 NORTH
 DG3804'(MILE POST 19.00 ON ALA 77 AND MILE POST 148.30 ON ALA 22) IN WADLEY,
 DG3804'DRIVE NORTH AND NORTHWEST ON ALA 77 FOR 4.35 MI (7.00 KM) TO MILE
 DG3804'POST 23.35 AND RANDOLPH COUNTY ROAD NO. 15 ON THE RIGHT, TURN RIGHT
 DG3804'ON RANDOLPH COUNTY ROAD NO. 15 AND DRIVE NORTHEAST FOR 4.45 MI
 DG3804'(7.16 KM) TO THE STATION ON THE LEFT.
 DG3804'THE STATION IS 34.2 FT (10.4 M) WEST-NORTHWEST OF THE CENTERLINE OF
 DG3804'RANDOLPH COUNTY ROAD NO. 15, 91.5 FT (27.9 M) SOUTH-SOUTHWEST OF A
 DG3804'SCHOOL BUS STOP AHEAD SIGN, 111.4 FT (34.0 M) NORTH-NORTHEAST OF A
 DG3804'FENCE CORNER, 120.5 FT (36.7 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE
 DG3804'PEDESTAL NO. 21 23, 139.0 FT (42.4 M) SOUTH-SOUTHWEST OF THE CENTER
 DG3804'OF A GRAVEL ROAD, 2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST,
 DG3804'AND SET FLUSH WITH THE GROUND.
 DG3804'STATION 56-11 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3805 ***********************************************************************
 DG3805  DESIGNATION -  56 11
 DG3805  PID         -  DG3805
 DG3805  STATE/COUNTY-  AL/RANDOLPH
 DG3805  USGS QUAD   -  WADLEY NORTH (1969)
 DG3805
 DG3805                         *CURRENT SURVEY CONTROL
 DG3805  ___________________________________________________________________
 DG3805* NAD 83(1992)-  33 11 59.48607(N)    085 34 52.82745(W)     ADJUSTED  
 DG3805* NAVD 88     -       210.9    (meters)     692.     (feet)  GPS OBS   
 DG3805  ___________________________________________________________________
 DG3805  X           -     411,607.829 (meters)                     COMP
 DG3805  Y           -  -5,326,642.864 (meters)                     COMP
 DG3805  Z           -   3,472,626.576 (meters)                     COMP
 DG3805  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DG3805  ELLIP HEIGHT-         181.80  (meters)          (07/29/02) GPS OBS
 DG3805  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DG3805
 DG3805  HORZ ORDER  -  FIRST
 DG3805  ELLP ORDER  -  FOURTH    CLASS I
 DG3805
 DG3805.The horizontal coordinates were established by GPS observations
 DG3805.and adjusted by the National Geodetic Survey in September 1993..
 DG3805
 DG3805.The orthometric height was determined by GPS observations and a
 DG3805.high-resolution geoid model.
 DG3805
 DG3805.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3805
 DG3805.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3805
 DG3805.The ellipsoidal height was determined by GPS observations
 DG3805.and is referenced to NAD 83.
 DG3805
 DG3805.The geoid height was determined by GEOID03.
 DG3805
 DG3805;                    North         East     Units Scale Factor Converg.
 DG3805;SPC AL E     -   299,388.041   223,495.351   MT  0.99996680   +0 08 16.7
 DG3805;UTM  16      - 3,674,339.982   632,231.078   MT  0.99981558   +0 46 36.9
 DG3805
 DG3805!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3805!SPC AL E     -   0.99997146  x   0.99996680  =   0.99993826
 DG3805!UTM  16      -   0.99997146  x   0.99981558  =   0.99978704
 DG3805
 DG3805:                Primary Azimuth Mark                     Grid Az
 DG3805:SPC AL E     -  56 10                                    206 46 59.0
 DG3805:UTM  16      -  56 10                                    206 08 38.8
 DG3805
 DG3805|---------------------------------------------------------------------|
 DG3805| PID    Reference Object                     Distance      Geod. Az  |
 DG3805|                                                           dddmmss.s |
 DG3805| DG3804 56 10                               APPROX. 0.6 KM 2065515.7 |
 DG3805|---------------------------------------------------------------------|
 DG3805
 DG3805                          SUPERSEDED SURVEY CONTROL
 DG3805
 DG3805  ELLIP H (09/27/93)  181.88   (m)                       GP(       ) 4 1
 DG3805
 DG3805.Superseded values are not recommended for survey control.
 DG3805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3805.See file dsdata.txt to determine how the superseded data were derived.
 DG3805
 DG3805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3223174340(NAD 83)
 DG3805_MARKER: DD = SURVEY DISK
 DG3805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3805_SP_SET: CONCRETE POST
 DG3805_STAMPING: 56-11 1992
 DG3805_MARK LOGO: ALHD  
 DG3805_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3805+STABILITY: SURFACE MOTION
 DG3805_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3805+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3805
 DG3805  HISTORY     - Date     Condition        Report By
 DG3805  HISTORY     - 1992     MONUMENTED       ALHD
 DG3805
 DG3805                          STATION DESCRIPTION
 DG3805
 DG3805'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3805'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3805'A PAVED COUNTY ROAD, ABOUT 5.55 MI (8.93 KM) NORTH-NORTHWEST OF
 DG3805'WADLEY AND ABOUT 9.35 MI (15.05 KM) SOUTHWEST OF WEDOWEE.
 DG3805'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 77 NORTH
 DG3805'(MILE POST 19.00 ON ALA 77 AND MILE POST 148.30 ON ALA 22) IN WADLEY,
 DG3805'DRIVE NORTH AND NORTHWEST ON ALA 77 FOR 4.35 MI (7.00 KM) TO MILE
 DG3805'POST 23.35 AND RANDOLPH COUNTY ROAD NO. 15 ON THE RIGHT, TURN RIGHT
 DG3805'ON RANDOLPH COUNTY ROAD NO. 15 AND DRIVE NORTHEAST FOR 4.65 MI
 DG3805'(7.48 KM) TO RANDOLPH COUNTY ROAD NO. 15 ON THE RIGHT, CONTINUE
 DG3805'NORTHEAST ON A PAVED COUNTY ROAD FOR 0.15 MI (0.24 KM) TO THE STATION
 DG3805'ON THE RIGHT.
 DG3805'THE STATION IS LOCATED IN THE NORTHWEST CORNER OF THE MALONE BAPTIST
 DG3805'CHURCH YARD, 31.2 FT (9.5 M) NORTHEAST OF A STOP SIGN, 41.7 FT
 DG3805'(12.7 M) EAST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 43.8 FT
 DG3805'(13.4 M) SOUTHEAST OF A RAILROAD SPIKE IN THE CENTER OF THE PAVED
 DG3805'COUNTY ROAD, 47.0 FT (14.3 M) SOUTH OF THE CENTER OF A GRAVEL ROAD,
 DG3805'2.5 FT (0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 DG3805'THE GROUND.
 DG3805'STATION 56-10 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3806 ***********************************************************************
 DG3806  DESIGNATION -  56 12
 DG3806  PID         -  DG3806
 DG3806  STATE/COUNTY-  AL/RANDOLPH
 DG3806  USGS QUAD   -  ROANOKE WEST (1983)
 DG3806
 DG3806                         *CURRENT SURVEY CONTROL
 DG3806  ___________________________________________________________________
 DG3806* NAD 83(1992)-  33 11 09.48974(N)    085 27 57.36501(W)     ADJUSTED  
 DG3806* NAVD 88     -       326.9    (meters)    1073.     (feet)  GPS OBS   
 DG3806  ___________________________________________________________________
 DG3806  X           -     422,410.340 (meters)                     COMP
 DG3806  Y           -  -5,326,740.316 (meters)                     COMP
 DG3806  Z           -   3,471,401.032 (meters)                     COMP
 DG3806  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DG3806  ELLIP HEIGHT-         297.71  (meters)          (07/29/02) GPS OBS
 DG3806  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DG3806
 DG3806  HORZ ORDER  -  FIRST
 DG3806  ELLP ORDER  -  FOURTH    CLASS I
 DG3806
 DG3806.The horizontal coordinates were established by GPS observations
 DG3806.and adjusted by the National Geodetic Survey in September 1993..
 DG3806
 DG3806.The orthometric height was determined by GPS observations and a
 DG3806.high-resolution geoid model.
 DG3806
 DG3806.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3806
 DG3806.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3806
 DG3806.The ellipsoidal height was determined by GPS observations
 DG3806.and is referenced to NAD 83.
 DG3806
 DG3806.The geoid height was determined by GEOID03.
 DG3806
 DG3806;                    North         East     Units Scale Factor Converg.
 DG3806;SPC AL E     -   297,879.663   234,261.094   MT  0.99997447   +0 12 04.0
 DG3806;UTM  16      - 3,672,951.920   643,011.495   MT  0.99985217   +0 50 23.4
 DG3806
 DG3806!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3806!SPC AL E     -   0.99995326  x   0.99997447  =   0.99992773
 DG3806!UTM  16      -   0.99995326  x   0.99985217  =   0.99980544
 DG3806
 DG3806:                Primary Azimuth Mark                     Grid Az
 DG3806:SPC AL E     -  56 13                                    149 54 18.5
 DG3806:UTM  16      -  56 13                                    149 15 59.1
 DG3806
 DG3806|---------------------------------------------------------------------|
 DG3806| PID    Reference Object                     Distance      Geod. Az  |
 DG3806|                                                           dddmmss.s |
 DG3806| DG3807 56 13                               449.857 METERS 1500622.5 |
 DG3806|---------------------------------------------------------------------|
 DG3806
 DG3806                          SUPERSEDED SURVEY CONTROL
 DG3806
 DG3806  ELLIP H (09/27/93)  297.78   (m)                       GP(       ) 4 1
 DG3806
 DG3806.Superseded values are not recommended for survey control.
 DG3806.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3806.See file dsdata.txt to determine how the superseded data were derived.
 DG3806
 DG3806_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4301172952(NAD 83)
 DG3806_MARKER: DD = SURVEY DISK
 DG3806_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3806_SP_SET: CONCRETE POST
 DG3806_STAMPING: 56-12 1992
 DG3806_MARK LOGO: ALHD  
 DG3806_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3806_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3806+STABILITY: SURFACE MOTION
 DG3806_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3806+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3806
 DG3806  HISTORY     - Date     Condition        Report By
 DG3806  HISTORY     - 1992     MONUMENTED       ALHD
 DG3806
 DG3806                          STATION DESCRIPTION
 DG3806
 DG3806'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3806'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE NORTHEAST RIGHT OF
 DG3806'WAY OF RANDOLPH COUNTY ROAD NO. 167, ABOUT 7.30 MI (11.75 KM)
 DG3806'NORTHEAST OF WADLEY AND ABOUT 5.75 MI (9.25 KM) WEST-NORTHWEST OF
 DG3806'ROANOKE.
 DG3806'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 (MILE
 DG3806'POST 199.35 ON U.S. 431 AND MILE POST 15.55 ON ALA 48) IN WEDOWEE,
 DG3806'DRIVE SOUTHEAST ON U.S. 431 FOR 8.10 MI (13.04 KM) TO MILE POST
 DG3806'191.25 AND RANDOLPH COUNTY ROAD NO. 65 ON THE RIGHT, TURN RIGHT ON
 DG3806'RANDOLPH COUNTY ROAD NO. 65 AND DRIVE SOUTHWEST FOR 2.35 MI
 DG3806'(3.78 KM) TO A T-INTERSECTION WITH RANDOLPH COUNTY ROAD NO. 26 LEFT
 DG3806'AND RIGHT, TURN RIGHT ON RANDOLPH COUNTY ROAD NO. 26 AND DRIVE WEST
 DG3806'FOR 1.60 MI (2.57 KM) TO RANDOLPH COUNTY ROAD NO. 167 ON THE RIGHT,
 DG3806'TURN RIGHT ON RANDOLPH COUNTY ROAD NO. 167 AND DRIVE NORTHWEST FOR
 DG3806'0.30 MI (0.48 KM) TO THE STATION ON THE RIGHT.
 DG3806'THE STATION IS LOCATED ON TOP OF A HILL IN AN OFF-SET IN THE FENCE
 DG3806'LINE, 3.7 FT (1.1 M) SOUTHWEST OF A WELDED WIRE CATCH PEN FENCE ON
 DG3806'TREATED WOOD POSTS, 6.5 FT (2.0 M) SOUTHEAST OF A CROSS TIE POST FOR
 DG3806'A SMALL WOOD GATE, 7.0 FT (2.1 M) WEST OF THE SOUTHWEST POST OF A
 DG3806'CHAIN LINK GATE IN A CATCH PEN, 32.0 FT (9.8 M) NORTHEAST OF THE
 DG3806'CENTER OF RANDOLPH COUNTY ROAD NO. 167, 67.7 FT (20.6 M) NORTHWEST OF
 DG3806'THE NORTHWEST POST OF A METAL GATE, 3.5 FT (1.1 M) WEST OF A
 DG3806'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3806'STATION 56-13 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3807 ***********************************************************************
 DG3807  DESIGNATION -  56 13
 DG3807  PID         -  DG3807
 DG3807  STATE/COUNTY-  AL/RANDOLPH
 DG3807  USGS QUAD   -  ROANOKE WEST (1983)
 DG3807
 DG3807                         *CURRENT SURVEY CONTROL
 DG3807  ___________________________________________________________________
 DG3807* NAD 83(1992)-  33 10 56.83036(N)    085 27 48.71032(W)     ADJUSTED  
 DG3807* NAVD 88     -       332.2    (meters)    1090.     (feet)  GPS OBS   
 DG3807  ___________________________________________________________________
 DG3807  X           -     422,651.079 (meters)                     COMP
 DG3807  Y           -  -5,326,939.797 (meters)                     COMP
 DG3807  Z           -   3,471,077.505 (meters)                     COMP
 DG3807  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DG3807  ELLIP HEIGHT-         302.99  (meters)          (07/29/02) GPS OBS
 DG3807  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3807
 DG3807  HORZ ORDER  -  FIRST
 DG3807  ELLP ORDER  -  FOURTH    CLASS I
 DG3807
 DG3807.The horizontal coordinates were established by GPS observations
 DG3807.and adjusted by the National Geodetic Survey in September 1993..
 DG3807
 DG3807.The orthometric height was determined by GPS observations and a
 DG3807.high-resolution geoid model.
 DG3807
 DG3807.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3807
 DG3807.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3807
 DG3807.The ellipsoidal height was determined by GPS observations
 DG3807.and is referenced to NAD 83.
 DG3807
 DG3807.The geoid height was determined by GEOID03.
 DG3807
 DG3807;                    North         East     Units Scale Factor Converg.
 DG3807;SPC AL E     -   297,490.458   234,486.662   MT  0.99997466   +0 12 08.6
 DG3807;UTM  16      - 3,672,565.301   643,241.358   MT  0.99985298   +0 50 27.8
 DG3807
 DG3807!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3807!SPC AL E     -   0.99995243  x   0.99997466  =   0.99992709
 DG3807!UTM  16      -   0.99995243  x   0.99985298  =   0.99980542
 DG3807
 DG3807:                Primary Azimuth Mark                     Grid Az
 DG3807:SPC AL E     -  56 12                                    329 54 18.7
 DG3807:UTM  16      -  56 12                                    329 15 59.5
 DG3807
 DG3807|---------------------------------------------------------------------|
 DG3807| PID    Reference Object                     Distance      Geod. Az  |
 DG3807|                                                           dddmmss.s |
 DG3807| DG3806 56 12                               449.857 METERS 3300627.3 |
 DG3807|---------------------------------------------------------------------|
 DG3807
 DG3807                          SUPERSEDED SURVEY CONTROL
 DG3807
 DG3807  ELLIP H (09/27/93)  303.06   (m)                       GP(       ) 4 1
 DG3807
 DG3807.Superseded values are not recommended for survey control.
 DG3807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3807.See file dsdata.txt to determine how the superseded data were derived.
 DG3807
 DG3807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4324172565(NAD 83)
 DG3807_MARKER: DD = SURVEY DISK
 DG3807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3807_SP_SET: CONCRETE POST
 DG3807_STAMPING: 56-13 1992
 DG3807_MARK LOGO: ALHD  
 DG3807_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3807+STABILITY: SURFACE MOTION
 DG3807_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3807+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3807
 DG3807  HISTORY     - Date     Condition        Report By
 DG3807  HISTORY     - 1992     MONUMENTED       ALHD
 DG3807
 DG3807                          STATION DESCRIPTION
 DG3807
 DG3807'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3807'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3807'RANDOLPH COUNTY ROAD NO. 167, ABOUT 7.25 MI (11.67 KM) NORTHEAST OF
 DG3807'WADLEY AND ABOUT 5.50 MI (8.85 KM) WEST-NORTHWEST OF ROANOKE.
 DG3807'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 (MILE
 DG3807'POST 199.35 ON U.S. 431 AND MILE POST 15.55 ON ALA 48) IN WEDOWEE,
 DG3807'DRIVE SOUTHEAST ON U.S. 431 FOR 8.10 MI (13.04 KM) TO MILE POST
 DG3807'191.25 AND RANDOLPH COUNTY ROAD NO. 65 ON THE RIGHT, TURN RIGHT ON
 DG3807'RANDOLPH COUNTY ROAD NO. 65 AND DRIVE SOUTHWEST FOR 2.35 MI
 DG3807'(3.78 KM) TO A T-INTERSECTION WITH RANDOLPH COUNTY ROAD NO. 26 LEFT
 DG3807'AND RIGHT, TURN RIGHT ON RANDOLPH COUNTY ROAD NO. 26 AND DRIVE WEST
 DG3807'FOR 1.60 MI (2.57 KM) TO RANDOLPH COUNTY ROAD NO. 167 ON THE RIGHT,
 DG3807'TURN RIGHT ON RANDOLPH COUNTY ROAD NO. 167 AND DRIVE NORTH FOR 0.05
 DG3807'MI (0.08 KM) TO THE STATION ON THE RIGHT.
 DG3807'THE STATION IS 5.3 FT (1.6 M) WEST OF A HOG WIRE FENCE WITH TWO
 DG3807'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 9.4 FT (2.9 M)
 DG3807'NORTH-NORTHWEST OF THE NORTH POST OF A METAL GATE, 36.4 FT (11.1 M)
 DG3807'EAST OF THE CENTER OF COUNTY ROAD NO. 167, 5.0 FT (1.5 M) WEST OF A
 DG3807'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3807'STATION 56-12 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3808 ***********************************************************************
 DG3808  DESIGNATION -  56 14
 DG3808  PID         -  DG3808
 DG3808  STATE/COUNTY-  AL/RANDOLPH
 DG3808  USGS QUAD   -  OFELIA (1976)
 DG3808
 DG3808                         *CURRENT SURVEY CONTROL
 DG3808  ___________________________________________________________________
 DG3808* NAD 83(1992)-  33 15 23.94546(N)    085 30 52.30749(W)     ADJUSTED  
 DG3808* NAVD 88     -       258.0    (meters)     846.     (feet)  GPS OBS   
 DG3808  ___________________________________________________________________
 DG3808  X           -     417,551.935 (meters)                     COMP
 DG3808  Y           -  -5,322,757.334 (meters)                     COMP
 DG3808  Z           -   3,477,921.607 (meters)                     COMP
 DG3808  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DG3808  ELLIP HEIGHT-         228.90  (meters)          (07/29/02) GPS OBS
 DG3808  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3808
 DG3808  HORZ ORDER  -  FIRST
 DG3808  ELLP ORDER  -  FOURTH    CLASS I
 DG3808
 DG3808.The horizontal coordinates were established by GPS observations
 DG3808.and adjusted by the National Geodetic Survey in September 1993..
 DG3808
 DG3808.The orthometric height was determined by GPS observations and a
 DG3808.high-resolution geoid model.
 DG3808
 DG3808.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3808
 DG3808.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3808
 DG3808.The ellipsoidal height was determined by GPS observations
 DG3808.and is referenced to NAD 83.
 DG3808
 DG3808.The geoid height was determined by GEOID03.
 DG3808
 DG3808;                    North         East     Units Scale Factor Converg.
 DG3808;SPC AL E     -   305,703.788   229,705.525   MT  0.99997088   +0 10 29.4
 DG3808;UTM  16      - 3,680,723.727   638,369.505   MT  0.99983606   +0 48 53.1
 DG3808
 DG3808!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3808!SPC AL E     -   0.99996406  x   0.99997088  =   0.99993495
 DG3808!UTM  16      -   0.99996406  x   0.99983606  =   0.99980013
 DG3808
 DG3808                          SUPERSEDED SURVEY CONTROL
 DG3808
 DG3808  ELLIP H (09/27/93)  228.97   (m)                       GP(       ) 4 1
 DG3808
 DG3808.Superseded values are not recommended for survey control.
 DG3808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3808.See file dsdata.txt to determine how the superseded data were derived.
 DG3808
 DG3808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3837080724(NAD 83)
 DG3808_MARKER: DD = SURVEY DISK
 DG3808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3808_SP_SET: CONCRETE POST
 DG3808_STAMPING: 56-14 1992
 DG3808_MARK LOGO: ALHD  
 DG3808_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3808+STABILITY: SURFACE MOTION
 DG3808_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3808+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3808
 DG3808  HISTORY     - Date     Condition        Report By
 DG3808  HISTORY     - 1992     MONUMENTED       ALHD
 DG3808
 DG3808                          STATION DESCRIPTION
 DG3808
 DG3808'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3808'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE WEST RIGHT OF WAY OF
 DG3808'RANDOLPH COUNTY ROAD NO. 15, ABOUT 4.00 MI (6.44 KM) SOUTHWEST OF
 DG3808'WEDOWEE AND ABOUT 9.75 MI (15.69 KM) NORTH-NORTHEAST OF WADLEY.
 DG3808'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 (MILE
 DG3808'POST 199.35 ON U.S. 431 AND MILE POST 15.55 ON ALA 48) IN WEDOWEE,
 DG3808'DRIVE SOUTHEAST ON U.S. 431 FOR 1.15 MI (1.85 KM) TO MILE POST 198.20
 DG3808'AND RANDOLPH COUNTY ROAD NO. 15 ON THE RIGHT, TURN RIGHT ON RANDOLPH
 DG3808'COUNTY ROAD NO. 15 AND DRIVE SOUTHWEST FOR 3.55 MI (5.71 KM) TO THE
 DG3808'STATION ON THE RIGHT.
 DG3808'THE STATION IS 2.9 FT (0.9 M) EAST-SOUTHEAST OF A HOG WIRE FENCE WITH
 DG3808'TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 27.5 FT (8.4 M)
 DG3808'WEST-NORTHWEST OF THE CENTERLINE OF RANDOLPH COUNTY ROAD NO. 15, 74.0
 DG3808'FT (22.6 M) SOUTH-SOUTHWEST OF A JUNCTION TRANSFORMER POWER POLE IN
 DG3808'THE PASTURE, 149.5 FT (45.6 M) NORTH-NORTHEAST OF A FENCE CORNER AT
 DG3808'PLEASANT GROVE BAPTIST CHURCH, 180.0 FT (54.9 M) SOUTH-SOUTHWEST OF
 DG3808'TELEPHONE CABLE PEDESTAL NO. 113 18 AT A FENCE CORNER, 2.7 FT
 DG3808'(0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3808'GROUND.
 DG3808'STATION 56-15 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3809 ***********************************************************************
 DG3809  DESIGNATION -  56 15
 DG3809  PID         -  DG3809
 DG3809  STATE/COUNTY-  AL/RANDOLPH
 DG3809  USGS QUAD   -  OFELIA (1976)
 DG3809
 DG3809                         *CURRENT SURVEY CONTROL
 DG3809  ___________________________________________________________________
 DG3809* NAD 83(1992)-  33 15 41.15587(N)    085 30 39.64688(W)     ADJUSTED  
 DG3809* NAVD 88     -       266.6    (meters)     875.     (feet)  GPS OBS   
 DG3809  ___________________________________________________________________
 DG3809  X           -     417,856.447 (meters)                     COMP
 DG3809  Y           -  -5,322,448.918 (meters)                     COMP
 DG3809  Z           -   3,478,369.682 (meters)                     COMP
 DG3809  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 DG3809  ELLIP HEIGHT-         237.45  (meters)          (07/29/02) GPS OBS
 DG3809  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DG3809
 DG3809  HORZ ORDER  -  FIRST
 DG3809  ELLP ORDER  -  FOURTH    CLASS I
 DG3809
 DG3809.The horizontal coordinates were established by GPS observations
 DG3809.and adjusted by the National Geodetic Survey in September 1993..
 DG3809
 DG3809.The orthometric height was determined by GPS observations and a
 DG3809.high-resolution geoid model.
 DG3809
 DG3809.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3809
 DG3809.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3809
 DG3809.The ellipsoidal height was determined by GPS observations
 DG3809.and is referenced to NAD 83.
 DG3809
 DG3809.The geoid height was determined by GEOID03.
 DG3809
 DG3809;                    North         East     Units Scale Factor Converg.
 DG3809;SPC AL E     -   306,234.996   230,031.583   MT  0.99997112   +0 10 36.4
 DG3809;UTM  16      - 3,681,258.471   638,689.566   MT  0.99983715   +0 49 00.4
 DG3809
 DG3809!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3809!SPC AL E     -   0.99996272  x   0.99997112  =   0.99993384
 DG3809!UTM  16      -   0.99996272  x   0.99983715  =   0.99979988
 DG3809
 DG3809                          SUPERSEDED SURVEY CONTROL
 DG3809
 DG3809  ELLIP H (09/27/93)  237.53   (m)                       GP(       ) 4 1
 DG3809
 DG3809.Superseded values are not recommended for survey control.
 DG3809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3809.See file dsdata.txt to determine how the superseded data were derived.
 DG3809
 DG3809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3869081258(NAD 83)
 DG3809_MARKER: DD = SURVEY DISK
 DG3809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3809_SP_SET: CONCRETE POST
 DG3809_STAMPING: 56-15 1992
 DG3809_MARK LOGO: ALHD  
 DG3809_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3809+STABILITY: SURFACE MOTION
 DG3809_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3809+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3809
 DG3809  HISTORY     - Date     Condition        Report By
 DG3809  HISTORY     - 1992     MONUMENTED       ALHD
 DG3809
 DG3809                          STATION DESCRIPTION
 DG3809
 DG3809'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3809'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE NORTHWEST RIGHT OF
 DG3809'WAY OF RANDOLPH COUNTY ROAD NO. 15, ABOUT 3.60 MI (5.79 KM) SOUTHWEST
 DG3809'OF WEDOWEE AND ABOUT 10.10 MI (16.25 KM) NORTH-NORTHEAST OF WADLEY.
 DG3809'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 (MILE
 DG3809'POST 199.35 ON U.S. 431 AND MILE POST 15.55 ON ALA 48) IN WEDOWEE,
 DG3809'DRIVE SOUTHEAST ON U.S. 431 FOR 1.15 MI (1.85 KM) TO MILE POST 198.20
 DG3809'AND RANDOLPH COUNTY ROAD NO. 15 ON THE RIGHT, TURN RIGHT ON RANDOLPH
 DG3809'COUNTY ROAD NO. 15 AND DRIVE SOUTHWEST FOR 3.15 MI (5.07 KM) TO THE
 DG3809'STATION ON THE RIGHT.
 DG3809'THE STATION IS 6.5 FT (2.0 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE
 DG3809'FENCE ON WHITE TOP, GREEN STEEL POSTS, 35.7 FT (10.9 M) NORTHWEST OF
 DG3809'THE CENTERLINE OF RANDOLPH COUNTY ROAD NO. 15, 38.1 FT (11.6 M)
 DG3809'NORTHEAST OF THE NORTHEAST ONE OF TWO CONNECTED TREATED WOOD POSTS IN
 DG3809'THE FENCE LINE, 42.2 FT (12.9 M) SOUTH-SOUTHWEST OF THE SOUTHWEST ONE
 DG3809'OF TWO CONNECTED CROSS TIE POSTS IN THE FENCE LINE, 6.4 FT (2.0 M)
 DG3809'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3809'STATION 56-14 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3810 ***********************************************************************
 DG3810  DESIGNATION -  56 16
 DG3810  PID         -  DG3810
 DG3810  STATE/COUNTY-  AL/RANDOLPH
 DG3810  USGS QUAD   -  WEDOWEE (1969)
 DG3810
 DG3810                         *CURRENT SURVEY CONTROL
 DG3810  ___________________________________________________________________
 DG3810* NAD 83(1992)-  33 15 26.11659(N)    085 27 14.68100(W)     ADJUSTED  
 DG3810* NAVD 88     -       329.7    (meters)    1082.     (feet)  GPS OBS   
 DG3810  ___________________________________________________________________
 DG3810  X           -     423,169.494 (meters)                     COMP
 DG3810  Y           -  -5,322,336.979 (meters)                     COMP
 DG3810  Z           -   3,478,016.835 (meters)                     COMP
 DG3810  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 DG3810  ELLIP HEIGHT-         300.55  (meters)          (07/29/02) GPS OBS
 DG3810  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG3810
 DG3810  HORZ ORDER  -  FIRST
 DG3810  ELLP ORDER  -  FOURTH    CLASS I
 DG3810
 DG3810.The horizontal coordinates were established by GPS observations
 DG3810.and adjusted by the National Geodetic Survey in September 1993..
 DG3810
 DG3810.The orthometric height was determined by GPS observations and a
 DG3810.high-resolution geoid model.
 DG3810
 DG3810.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3810
 DG3810.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3810
 DG3810.The ellipsoidal height was determined by GPS observations
 DG3810.and is referenced to NAD 83.
 DG3810
 DG3810.The geoid height was determined by GEOID03.
 DG3810
 DG3810;                    North         East     Units Scale Factor Converg.
 DG3810;SPC AL E     -   305,789.492   235,338.102   MT  0.99997539   +0 12 28.7
 DG3810;UTM  16      - 3,680,872.315   644,000.055   MT  0.99985566   +0 50 52.5
 DG3810
 DG3810!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3810!SPC AL E     -   0.99995282  x   0.99997539  =   0.99992821
 DG3810!UTM  16      -   0.99995282  x   0.99985566  =   0.99980848
 DG3810
 DG3810                          SUPERSEDED SURVEY CONTROL
 DG3810
 DG3810  ELLIP H (09/27/93)  300.62   (m)                       GP(       ) 4 1
 DG3810
 DG3810.Superseded values are not recommended for survey control.
 DG3810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3810.See file dsdata.txt to determine how the superseded data were derived.
 DG3810
 DG3810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4400080872(NAD 83)
 DG3810_MARKER: DD = SURVEY DISK
 DG3810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3810_SP_SET: CONCRETE POST
 DG3810_STAMPING: 56-16 1992
 DG3810_MARK LOGO: ALHD  
 DG3810_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3810+STABILITY: SURFACE MOTION
 DG3810_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3810+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3810
 DG3810  HISTORY     - Date     Condition        Report By
 DG3810  HISTORY     - 1992     MONUMENTED       ALHD
 DG3810
 DG3810                          STATION DESCRIPTION
 DG3810
 DG3810'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3810'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3810'U.S. 431, ABOUT 4.00 MI (6.44 KM) SOUTHEAST OF WEDOWEE AND ABOUT 8.50
 DG3810'MI (13.68 KM) NORTHWEST OF ROANOKE.
 DG3810'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 (MILE
 DG3810'POST 199.35 ON U.S. 431 AND MILE POST 15.55 ON ALA 48) IN WEDOWEE,
 DG3810'DRIVE SOUTHEAST ON U.S. 431 FOR 4.05 MI (6.52 KM) TO MILE POST 195.30
 DG3810'AND THE STATION ON THE LEFT.
 DG3810'THE STATION IS LOCATED ON THE EAST RIGHT OF WAY OF U.S. 431 NEAR THE
 DG3810'NORTH END OF A NORTH BOUND TRUCK LANE, 5.0 FT (1.5 M) WEST OF A HOG
 DG3810'WIRE FENCE WITH THREE STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 60.0
 DG3810'FT (18.3 M) EAST OF THE CREST OF A FIFTEEN-FOOT BACKSLOPE, 62.6 FT
 DG3810'(19.1 M) EAST OF THE CENTERLINE OF U.S. 431, 166.5 FT (50.7 M) NORTH
 DG3810'OF TELEPHONE CABLE PEDESTAL NO. 3 47 AT A CABLE POLE, 4.6 FT (1.4 M)
 DG3810'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3810'STATION 56-17 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3811 ***********************************************************************
 DG3811  DESIGNATION -  56 17
 DG3811  PID         -  DG3811
 DG3811  STATE/COUNTY-  AL/RANDOLPH
 DG3811  USGS QUAD   -  WEDOWEE (1969)
 DG3811
 DG3811                         *CURRENT SURVEY CONTROL
 DG3811  ___________________________________________________________________
 DG3811* NAD 83(1992)-  33 15 47.43887(N)    085 27 21.70435(W)     ADJUSTED  
 DG3811* NAVD 88     -       314.5    (meters)    1032.     (feet)  GPS OBS   
 DG3811  ___________________________________________________________________
 DG3811  X           -     422,958.717 (meters)                     COMP
 DG3811  Y           -  -5,321,979.568 (meters)                     COMP
 DG3811  Z           -   3,478,557.820 (meters)                     COMP
 DG3811  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DG3811  ELLIP HEIGHT-         285.36  (meters)          (07/29/02) GPS OBS
 DG3811  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DG3811
 DG3811  HORZ ORDER  -  FIRST
 DG3811  ELLP ORDER  -  FOURTH    CLASS I
 DG3811
 DG3811.The horizontal coordinates were established by GPS observations
 DG3811.and adjusted by the National Geodetic Survey in September 1993..
 DG3811
 DG3811.The orthometric height was determined by GPS observations and a
 DG3811.high-resolution geoid model.
 DG3811
 DG3811.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3811
 DG3811.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3811
 DG3811.The ellipsoidal height was determined by GPS observations
 DG3811.and is referenced to NAD 83.
 DG3811
 DG3811.The geoid height was determined by GEOID03.
 DG3811
 DG3811;                    North         East     Units Scale Factor Converg.
 DG3811;SPC AL E     -   306,445.712   235,153.945   MT  0.99997523   +0 12 25.0
 DG3811;UTM  16      - 3,681,526.358   643,808.604   MT  0.99985498   +0 50 49.2
 DG3811
 DG3811!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3811!SPC AL E     -   0.99995520  x   0.99997523  =   0.99993043
 DG3811!UTM  16      -   0.99995520  x   0.99985498  =   0.99981019
 DG3811
 DG3811                          SUPERSEDED SURVEY CONTROL
 DG3811
 DG3811  ELLIP H (09/27/93)  285.43   (m)                       GP(       ) 4 1
 DG3811
 DG3811.Superseded values are not recommended for survey control.
 DG3811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3811.See file dsdata.txt to determine how the superseded data were derived.
 DG3811
 DG3811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4380981526(NAD 83)
 DG3811_MARKER: DD = SURVEY DISK
 DG3811_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3811_SP_SET: CONCRETE POST
 DG3811_STAMPING: 56-17 1992
 DG3811_MARK LOGO: ALHD  
 DG3811_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3811_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3811+STABILITY: SURFACE MOTION
 DG3811_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3811+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3811
 DG3811  HISTORY     - Date     Condition        Report By
 DG3811  HISTORY     - 1992     MONUMENTED       ALHD
 DG3811
 DG3811                          STATION DESCRIPTION
 DG3811
 DG3811'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3811'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3811'U.S. 431, ABOUT 4.00 MI (6.44 KM) SOUTHEAST OF WEDOWEE AND ABOUT 8.50
 DG3811'MI (13.68 KM) NORTHWEST OF ROANOKE.
 DG3811'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 (MILE
 DG3811'POST 199.35 ON U.S. 431 AND MILE POST 15.55 ON ALA 48) IN WEDOWEE,
 DG3811'DRIVE SOUTHEAST ON U.S. 431 FOR 3.60 MI (5.79 KM) TO MILE POST 195.75
 DG3811'AND THE STATION ON THE LEFT.
 DG3811'THE STATION IS 3.1 FT (0.9 M) NORTH-NORTHWEST OF TELEPHONE CABLE
 DG3811'PEDESTAL NO. 3 RE, 14.5 FT (4.4 M) EAST-NORTHEAST OF THE CREST OF AN
 DG3811'EIGHT FOOT BACKSLOPE, 62.4 FT (19.0 M) EAST-NORTHEAST OF THE
 DG3811'CENTERLINE OF U.S. 431, 2.1 FT (0.6 M) WEST OF A CARSONITE WITNESS
 DG3811'POST, AND SET FLUSH WITH THE GROUND.
 DG3811'STATION 56-16 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3812 ***********************************************************************
 DG3812  DESIGNATION -  56 18
 DG3812  PID         -  DG3812
 DG3812  STATE/COUNTY-  AL/RANDOLPH
 DG3812  USGS QUAD   -  OFELIA (1976)
 DG3812
 DG3812                         *CURRENT SURVEY CONTROL
 DG3812  ___________________________________________________________________
 DG3812* NAD 83(1992)-  33 18 46.15540(N)    085 37 17.49054(W)     ADJUSTED  
 DG3812* NAVD 88     -       256.1    (meters)     840.     (feet)  GPS OBS   
 DG3812  ___________________________________________________________________
 DG3812  X           -     407,350.254 (meters)                     COMP
 DG3812  Y           -  -5,320,117.296 (meters)                     COMP
 DG3812  Z           -   3,483,128.578 (meters)                     COMP
 DG3812  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DG3812  ELLIP HEIGHT-         227.12  (meters)          (07/29/02) GPS OBS
 DG3812  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG3812
 DG3812  HORZ ORDER  -  FIRST
 DG3812  ELLP ORDER  -  FOURTH    CLASS I
 DG3812
 DG3812.The horizontal coordinates were established by GPS observations
 DG3812.and adjusted by the National Geodetic Survey in September 1993..
 DG3812
 DG3812.The orthometric height was determined by GPS observations and a
 DG3812.high-resolution geoid model.
 DG3812
 DG3812.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3812
 DG3812.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3812
 DG3812.The ellipsoidal height was determined by GPS observations
 DG3812.and is referenced to NAD 83.
 DG3812
 DG3812.The geoid height was determined by GEOID03.
 DG3812
 DG3812;                    North         East     Units Scale Factor Converg.
 DG3812;SPC AL E     -   311,907.965   219,723.238   MT  0.99996479   +0 06 58.8
 DG3812;UTM  16      - 3,686,815.046   628,319.990   MT  0.99980301   +0 45 25.8
 DG3812
 DG3812!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3812!SPC AL E     -   0.99996434  x   0.99996479  =   0.99992914
 DG3812!UTM  16      -   0.99996434  x   0.99980301  =   0.99976736
 DG3812
 DG3812:                Primary Azimuth Mark                     Grid Az
 DG3812:SPC AL E     -  56 19                                    080 39 27.1
 DG3812:UTM  16      -  56 19                                    080 01 00.1
 DG3812
 DG3812|---------------------------------------------------------------------|
 DG3812| PID    Reference Object                     Distance      Geod. Az  |
 DG3812|                                                           dddmmss.s |
 DG3812| DG3813 56 19                               APPROX. 0.5 KM 0804625.9 |
 DG3812|---------------------------------------------------------------------|
 DG3812
 DG3812                          SUPERSEDED SURVEY CONTROL
 DG3812
 DG3812  ELLIP H (09/27/93)  227.20   (m)                       GP(       ) 4 1
 DG3812
 DG3812.Superseded values are not recommended for survey control.
 DG3812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3812.See file dsdata.txt to determine how the superseded data were derived.
 DG3812
 DG3812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2832086815(NAD 83)
 DG3812_MARKER: DD = SURVEY DISK
 DG3812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3812_SP_SET: CONCRETE POST
 DG3812_STAMPING: 56-18 1992
 DG3812_MARK LOGO: ALHD  
 DG3812_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3812+STABILITY: SURFACE MOTION
 DG3812_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3812+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3812
 DG3812  HISTORY     - Date     Condition        Report By
 DG3812  HISTORY     - 1992     MONUMENTED       ALHD
 DG3812
 DG3812                          STATION DESCRIPTION
 DG3812
 DG3812'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3812'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3812'ALA 48, ABOUT 7.90 MI (12.71 KM) WEST OF WEDOWEE AND ABOUT 13.60 MI
 DG3812'(21.89 KM) NORTH-NORTHWEST OF WADLEY.
 DG3812'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 WEST
 DG3812'(MILE POST 15.55 ON ALA 48 AND MILE POST 199.35 ON U.S. 431) IN
 DG3812'WEDOWEE, DRIVE WEST ON ALA 48 FOR 8.30 MI (13.36 KM) TO MILE POST
 DG3812'7.25 AND THE STATION ON THE LEFT.
 DG3812'THE STATION IS 34.0 FT (10.4 M) SOUTH OF THE CENTERLINE OF ALA 48,
 DG3812'60.8 FT (18.5 M) WEST OF THE NORTH POST OF A SOUTH FORTY WATERFRONT
 DG3812'LOTS SIGN, 82.8 FT (25.2 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 DG3812'CONCRETE BLOCK OFELIA TIRE COMPANY BUILDING, 83.5 FT (25.5 M)
 DG3812'EAST-NORTHEAST OF A POWER POLE WITH ONE TRANSFORMER, 108.0 FT
 DG3812'(32.9 M) WEST-SOUTHWEST OF A POWER POLE WITH THREE TRANSFORMERS, 2.1
 DG3812'FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3812'GROUND.
 DG3812'STATION 56-19 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3813 ***********************************************************************
 DG3813  DESIGNATION -  56 19
 DG3813  PID         -  DG3813
 DG3813  STATE/COUNTY-  AL/RANDOLPH
 DG3813  USGS QUAD   -  OFELIA (1976)
 DG3813
 DG3813                         *CURRENT SURVEY CONTROL
 DG3813  ___________________________________________________________________
 DG3813* NAD 83(1992)-  33 18 48.92017(N)    085 36 57.21467(W)     ADJUSTED  
 DG3813* NAVD 88     -       264.6    (meters)     868.     (feet)  GPS OBS   
 DG3813  ___________________________________________________________________
 DG3813  X           -     407,870.189 (meters)                     COMP
 DG3813  Y           -  -5,320,037.697 (meters)                     COMP
 DG3813  Z           -   3,483,204.452 (meters)                     COMP
 DG3813  LAPLACE CORR-          -1.73  (seconds)                    DEFLEC99
 DG3813  ELLIP HEIGHT-         235.66  (meters)          (07/29/02) GPS OBS
 DG3813  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DG3813
 DG3813  HORZ ORDER  -  FIRST
 DG3813  ELLP ORDER  -  FOURTH    CLASS I
 DG3813
 DG3813.The horizontal coordinates were established by GPS observations
 DG3813.and adjusted by the National Geodetic Survey in September 1993..
 DG3813
 DG3813.The orthometric height was determined by GPS observations and a
 DG3813.high-resolution geoid model.
 DG3813
 DG3813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3813
 DG3813.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3813
 DG3813.The ellipsoidal height was determined by GPS observations
 DG3813.and is referenced to NAD 83.
 DG3813
 DG3813.The geoid height was determined by GEOID03.
 DG3813
 DG3813;                    North         East     Units Scale Factor Converg.
 DG3813;SPC AL E     -   311,994.219   220,247.522   MT  0.99996505   +0 07 09.9
 DG3813;UTM  16      - 3,686,907.143   628,843.192   MT  0.99980467   +0 45 37.0
 DG3813
 DG3813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3813!SPC AL E     -   0.99996300  x   0.99996505  =   0.99992806
 DG3813!UTM  16      -   0.99996300  x   0.99980467  =   0.99976768
 DG3813
 DG3813:                Primary Azimuth Mark                     Grid Az
 DG3813:SPC AL E     -  56 18                                    260 39 27.1
 DG3813:UTM  16      -  56 18                                    260 01 00.0
 DG3813
 DG3813|---------------------------------------------------------------------|
 DG3813| PID    Reference Object                     Distance      Geod. Az  |
 DG3813|                                                           dddmmss.s |
 DG3813| DG3812 56 18                               APPROX. 0.5 KM 2604637.0 |
 DG3813|---------------------------------------------------------------------|
 DG3813
 DG3813                          SUPERSEDED SURVEY CONTROL
 DG3813
 DG3813  ELLIP H (09/27/93)  235.75   (m)                       GP(       ) 4 1
 DG3813
 DG3813.Superseded values are not recommended for survey control.
 DG3813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3813.See file dsdata.txt to determine how the superseded data were derived.
 DG3813
 DG3813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2884386907(NAD 83)
 DG3813_MARKER: DD = SURVEY DISK
 DG3813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3813_SP_SET: CONCRETE POST
 DG3813_STAMPING: 56-19 1992
 DG3813_MARK LOGO: ALHD  
 DG3813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3813+STABILITY: SURFACE MOTION
 DG3813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3813+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3813
 DG3813  HISTORY     - Date     Condition        Report By
 DG3813  HISTORY     - 1992     MONUMENTED       ALHD
 DG3813
 DG3813                          STATION DESCRIPTION
 DG3813
 DG3813'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3813'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3813'ALA 48, ABOUT 7.55 MI (12.15 KM) WEST OF WEDOWEE AND ABOUT 13.55 MI
 DG3813'(21.81 KM) NORTH-NORTHWEST OF WADLEY.
 DG3813'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 WEST
 DG3813'(MILE POST 15.55 ON ALA 48 AND MILE POST 199.35 ON U.S. 431) IN
 DG3813'WEDOWEE, DRIVE WEST ON ALA 48 FOR 7.95 MI (12.79 KM) TO MILE POST
 DG3813'7.60 AND THE STATION ON THE LEFT.
 DG3813'THE STATION IS 36.9 FT (11.2 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 DG3813'ALA 48, 108.7 FT (33.1 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 243 1,
 DG3813'118.0 FT (36.0 M) EAST OF A JUNCTION POWER POLE, 148.0 FT (45.1 M)
 DG3813'EAST-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.3 FT (0.7 M)
 DG3813'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3813'STATION 56-18 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3720 ***********************************************************************
 DG3720  DESIGNATION -  56 2
 DG3720  PID         -  DG3720
 DG3720  STATE/COUNTY-  AL/RANDOLPH
 DG3720  USGS QUAD   -  WEDOWEE (1969)
 DG3720
 DG3720                         *CURRENT SURVEY CONTROL
 DG3720  ___________________________________________________________________
 DG3720* NAD 83(1992)-  33 19 14.38327(N)    085 29 05.94230(W)     ADJUSTED  
 DG3720* NAVD 88     -       262.8    (meters)     862.     (feet)  VERTCON   
 DG3720  ___________________________________________________________________
 DG3720  X           -     419,990.254 (meters)                     COMP
 DG3720  Y           -  -5,318,660.777 (meters)                     COMP
 DG3720  Z           -   3,483,858.986 (meters)                     COMP
 DG3720  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DG3720  ELLIP HEIGHT-         233.78  (meters)          (07/29/02) GPS OBS
 DG3720  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG3720
 DG3720  HORZ ORDER  -  FIRST
 DG3720  ELLP ORDER  -  FOURTH    CLASS I
 DG3720
 DG3720.The horizontal coordinates were established by GPS observations
 DG3720.and adjusted by the National Geodetic Survey in September 1997..
 DG3720
 DG3720.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3720.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3720
 DG3720.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3720
 DG3720.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3720
 DG3720.The ellipsoidal height was determined by GPS observations
 DG3720.and is referenced to NAD 83.
 DG3720
 DG3720.The geoid height was determined by GEOID03.
 DG3720
 DG3720;                    North         East     Units Scale Factor Converg.
 DG3720;SPC AL E     -   312,811.726   232,434.880   MT  0.99997297   +0 11 28.9
 DG3720;UTM  16      - 3,687,860.793   641,018.888   MT  0.99984518   +0 49 56.5
 DG3720
 DG3720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3720!SPC AL E     -   0.99996330  x   0.99997297  =   0.99993627
 DG3720!UTM  16      -   0.99996330  x   0.99984518  =   0.99980848
 DG3720
 DG3720:                Primary Azimuth Mark                     Grid Az
 DG3720:SPC AL E     -  56 3                                     339 49 49.9
 DG3720:UTM  16      -  56 3                                     339 11 22.3
 DG3720
 DG3720|---------------------------------------------------------------------|
 DG3720| PID    Reference Object                     Distance      Geod. Az  |
 DG3720|                                                           dddmmss.s |
 DG3720| DG3721 56 3                                445.653 METERS 3400118.8 |
 DG3720|---------------------------------------------------------------------|
 DG3720
 DG3720                          SUPERSEDED SURVEY CONTROL
 DG3720
 DG3720  NAD 83(1992)-  33 19 14.38327(N)    085 29 05.94300(W) AD(       ) 1
 DG3720  ELLIP H (12/04/92)  233.87   (m)                       GP(       ) 4 1
 DG3720  NAD 83(1986)-  33 19 14.38784(N)    085 29 05.93720(W) AD(       ) 1
 DG3720  NGVD 29 (12/04/92)  262.8    (m)          862.     (f) GPS OBS        
 DG3720
 DG3720.Superseded values are not recommended for survey control.
 DG3720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3720.See file dsdata.txt to determine how the superseded data were derived.
 DG3720
 DG3720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4101987861(NAD 83)
 DG3720_MARKER: DD = SURVEY DISK
 DG3720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3720_SP_SET: CONCRETE POST
 DG3720_STAMPING: 56-2 1991
 DG3720_MARK LOGO: ALHD  
 DG3720_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3720+STABILITY: SURFACE MOTION
 DG3720_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3720+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3720
 DG3720  HISTORY     - Date     Condition        Report By
 DG3720  HISTORY     - 1991     MONUMENTED       ALHD
 DG3720
 DG3720                          STATION DESCRIPTION
 DG3720
 DG3720'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3720'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3720'U. S. 431 IN WEDOWEE.
 DG3720'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 48 EAST
 DG3720'(MILE POST 199.50 ON U. S. 431) IN WEDOWEE, DRIVE NORTH ON U. S. 431
 DG3720'FOR 0.70 MI (1.13 KM) TO MILE POST 200.20 AND THE STATION ON THE
 DG3720'RIGHT IN A LARGE TRIANGULAR, GRASSED TRAFFIC ISLAND IN THE
 DG3720'INTERSECTION OF U. S. 431 AND OLD U. S. 431.
 DG3720'THE STATION IS LOCATED IN A LARGE TRIANGULAR, GRASSED TRAFFIC ISLAND
 DG3720'IN THE INTERSECTION OF U. S. 431 AND OLD U. S. 431, 45.5 FT (13.9 M)
 DG3720'SOUTHEAST OF THE SOUTH END OF AN EIGHTEEN-INCH CORREGATED METAL PIPE
 DG3720'UNDER A PAVED TURN OUT TO OLD U. S. 431, 47.0 FT (14.3 M) WEST OF THE
 DG3720'CENTER OF OLD U. S. 431, 76.8 FT (23.4 M) EAST OF THE CENTERLINE OF
 DG3720'U. S. 431, AND 110.4 FT (33.6 M) SOUTHEAST OF THE CENTER OF THE PAVED
 DG3720'TURN OUT TO OLD U. S. 431.
 DG3720'STATION 56-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3814 ***********************************************************************
 DG3814  DESIGNATION -  56 20
 DG3814  PID         -  DG3814
 DG3814  STATE/COUNTY-  AL/RANDOLPH
 DG3814  USGS QUAD   -  ROANOKE EAST (1983)
 DG3814
 DG3814                         *CURRENT SURVEY CONTROL
 DG3814  ___________________________________________________________________
 DG3814* NAD 83(1992)-  33 11 27.42473(N)    085 21 53.94546(W)     ADJUSTED  
 DG3814* NAVD 88     -       235.9    (meters)     774.     (feet)  GPS OBS   
 DG3814  ___________________________________________________________________
 DG3814  X           -     431,764.303 (meters)                     COMP
 DG3814  Y           -  -5,325,610.349 (meters)                     COMP
 DG3814  Z           -   3,471,813.598 (meters)                     COMP
 DG3814  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 DG3814  ELLIP HEIGHT-         206.63  (meters)          (07/29/02) GPS OBS
 DG3814  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG3814
 DG3814  HORZ ORDER  -  FIRST
 DG3814  ELLP ORDER  -  FOURTH    CLASS I
 DG3814
 DG3814.The horizontal coordinates were established by GPS observations
 DG3814.and adjusted by the National Geodetic Survey in September 1993..
 DG3814
 DG3814.The orthometric height was determined by GPS observations and a
 DG3814.high-resolution geoid model.
 DG3814
 DG3814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3814
 DG3814.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3814
 DG3814.The ellipsoidal height was determined by GPS observations
 DG3814.and is referenced to NAD 83.
 DG3814
 DG3814.The geoid height was determined by GEOID03.
 DG3814
 DG3814;                    North         East     Units Scale Factor Converg.
 DG3814;SPC AL E     -   298,469.766   243,672.596   MT  0.99998351   +0 15 23.0
 DG3814;UTM  16      - 3,673,646.835   652,414.801   MT  0.99988642   +0 53 42.8
 DG3814
 DG3814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3814!SPC AL E     -   0.99996756  x   0.99998351  =   0.99995107
 DG3814!UTM  16      -   0.99996756  x   0.99988642  =   0.99985398
 DG3814
 DG3814:                Primary Azimuth Mark                     Grid Az
 DG3814:SPC AL E     -  56 21                                    046 05 03.1
 DG3814:UTM  16      -  56 21                                    045 26 43.3
 DG3814
 DG3814|---------------------------------------------------------------------|
 DG3814| PID    Reference Object                     Distance      Geod. Az  |
 DG3814|                                                           dddmmss.s |
 DG3814| DG3815 56 21                               APPROX. 0.6 KM 0462026.1 |
 DG3814|---------------------------------------------------------------------|
 DG3814
 DG3814                          SUPERSEDED SURVEY CONTROL
 DG3814
 DG3814  ELLIP H (09/27/93)  206.71   (m)                       GP(       ) 4 1
 DG3814
 DG3814.Superseded values are not recommended for survey control.
 DG3814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3814.See file dsdata.txt to determine how the superseded data were derived.
 DG3814
 DG3814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5241573647(NAD 83)
 DG3814_MARKER: DD = SURVEY DISK
 DG3814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3814_SP_SET: CONCRETE POST
 DG3814_STAMPING: 56-20 1992
 DG3814_MARK LOGO: ALHD  
 DG3814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3814+STABILITY: SURFACE MOTION
 DG3814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3814+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3814
 DG3814  HISTORY     - Date     Condition        Report By
 DG3814  HISTORY     - 1992     MONUMENTED       ALHD
 DG3814
 DG3814                          STATION DESCRIPTION
 DG3814
 DG3814'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3814'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3814'A PAVED COUNTY ROAD, ABOUT 2.65 MI (4.26 KM) NORTH-NORTHEAST OF
 DG3814'ROANOKE AND ABOUT 10.70 MI (17.22 KM) SOUTHEAST OF WEDOWEE.
 DG3814'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 22 (MILE
 DG3814'POST 185.75 ON U.S. 431 AND MILE POST 162.05 ON ALA 22) AT A TRAFFIC
 DG3814'LIGHT IN ROANOKE, DRIVE NORTHWEST ON U.S. 431 FOR 2.05 MI (3.30 KM)
 DG3814'TO MILE POST 187.80 AND RANDOLPH COUNTY ROAD NO. 59 LEFT AND RIGHT,
 DG3814'TURN RIGHT ON RANDOLPH COUNTY ROAD NO. 59 AND DRIVE NORTH FOR 1.05 MI
 DG3814'(1.69 KM) TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE
 DG3814'PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 0.95 MI (1.53 KM) TO THE
 DG3814'STATION ON THE RIGHT.
 DG3814'THE STATION IS 8.2 FT (2.5 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 DG3814'ON TREATED WOOD POSTS, 34.3 FT (10.5 M) EAST OF THE CENTER OF THE
 DG3814'PAVED COUNTY ROAD, 82.9 FT (25.3 M) WEST OF A POWER POLE IN THE
 DG3814'PASTURE, 147.0 FT (44.8 M) SOUTH-SOUTHWEST OF THE SOUTH CROSS TIE
 DG3814'POST OF A TWO PIECE PIPE GATE, 8.1 FT (2.5 M) WEST OF A CARSONITE
 DG3814'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3814'STATION 56-21 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3815 ***********************************************************************
 DG3815  DESIGNATION -  56 21
 DG3815  PID         -  DG3815
 DG3815  STATE/COUNTY-  AL/RANDOLPH
 DG3815  USGS QUAD   -  ROANOKE EAST (1983)
 DG3815
 DG3815                         *CURRENT SURVEY CONTROL
 DG3815  ___________________________________________________________________
 DG3815* NAD 83(1992)-  33 11 39.94996(N)    085 21 38.33378(W)     ADJUSTED  
 DG3815* NAVD 88     -       236.8    (meters)     777.     (feet)  GPS OBS   
 DG3815  ___________________________________________________________________
 DG3815  X           -     432,150.357 (meters)                     COMP
 DG3815  Y           -  -5,325,367.824 (meters)                     COMP
 DG3815  Z           -   3,472,137.003 (meters)                     COMP
 DG3815  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DG3815  ELLIP HEIGHT-         207.51  (meters)          (07/29/02) GPS OBS
 DG3815  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG3815
 DG3815  HORZ ORDER  -  FIRST
 DG3815  ELLP ORDER  -  FOURTH    CLASS I
 DG3815
 DG3815.The horizontal coordinates were established by GPS observations
 DG3815.and adjusted by the National Geodetic Survey in September 1993..
 DG3815
 DG3815.The orthometric height was determined by GPS observations and a
 DG3815.high-resolution geoid model.
 DG3815
 DG3815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3815
 DG3815.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3815
 DG3815.The ellipsoidal height was determined by GPS observations
 DG3815.and is referenced to NAD 83.
 DG3815
 DG3815.The geoid height was determined by GEOID03.
 DG3815
 DG3815;                    North         East     Units Scale Factor Converg.
 DG3815;SPC AL E     -   298,857.448   244,075.235   MT  0.99998394   +0 15 31.6
 DG3815;UTM  16      - 3,674,038.945   652,813.053   MT  0.99988792   +0 53 51.7
 DG3815
 DG3815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3815!SPC AL E     -   0.99996742  x   0.99998394  =   0.99995136
 DG3815!UTM  16      -   0.99996742  x   0.99988792  =   0.99985535
 DG3815
 DG3815:                Primary Azimuth Mark                     Grid Az
 DG3815:SPC AL E     -  56 20                                    226 05 03.0
 DG3815:UTM  16      -  56 20                                    225 26 42.9
 DG3815
 DG3815|---------------------------------------------------------------------|
 DG3815| PID    Reference Object                     Distance      Geod. Az  |
 DG3815|                                                           dddmmss.s |
 DG3815| DG3814 56 20                               APPROX. 0.6 KM 2262034.6 |
 DG3815|---------------------------------------------------------------------|
 DG3815
 DG3815                          SUPERSEDED SURVEY CONTROL
 DG3815
 DG3815  ELLIP H (09/27/93)  207.58   (m)                       GP(       ) 4 1
 DG3815
 DG3815.Superseded values are not recommended for survey control.
 DG3815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3815.See file dsdata.txt to determine how the superseded data were derived.
 DG3815
 DG3815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5281374039(NAD 83)
 DG3815_MARKER: DD = SURVEY DISK
 DG3815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3815_SP_SET: CONCRETE POST
 DG3815_STAMPING: 56-21 1992
 DG3815_MARK LOGO: ALHD  
 DG3815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3815+STABILITY: SURFACE MOTION
 DG3815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3815+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3815
 DG3815  HISTORY     - Date     Condition        Report By
 DG3815  HISTORY     - 1992     MONUMENTED       ALHD
 DG3815
 DG3815                          STATION DESCRIPTION
 DG3815
 DG3815'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3815'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3815'A PAVED COUNTY ROAD, ABOUT 3.00 MI (4.83 KM) NORTH-NORTHEAST OF
 DG3815'ROANOKE AND ABOUT 10.65 MI (17.14 KM) SOUTHEAST OF WEDOWEE.
 DG3815'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 22 (MILE
 DG3815'POST 185.75 ON U.S. 431 AND MILE POST 162.05 ON ALA 22) AT A TRAFFIC
 DG3815'LIGHT IN ROANOKE, DRIVE NORTHWEST ON U.S. 431 FOR 2.05 MI (3.30 KM)
 DG3815'TO MILE POST 187.80 AND RANDOLPH COUNTY ROAD NO. 59 LEFT AND RIGHT,
 DG3815'TURN RIGHT ON RANDOLPH COUNTY ROAD NO. 59 AND DRIVE NORTH FOR 1.05 MI
 DG3815'(1.69 KM) TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE
 DG3815'PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 1.35 MI (2.17 KM) TO THE
 DG3815'STATION ON THE RIGHT.
 DG3815'THE STATION IS 3.1 FT (0.9 M) NORTH OF A HOG WIRE FENCE WITH FOUR
 DG3815'STRANDS OF BARBED WIRE ON TREATED WOOD AND STEEL POSTS, 39.1 FT
 DG3815'(11.9 M) SOUTH OF THE CENTER OF THE PAVED COUNTY ROAD, 112.5 FT
 DG3815'(34.3 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 8 ACROSS THE ROAD,
 DG3815'114.6 FT (34.9 M) SOUTHWEST OF JUNCTION POWER POLE NO. 26 ACROSS THE
 DG3815'ROAD, 2.9 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 DG3815'WITH THE GROUND.
 DG3815'STATION 56-20 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3816 ***********************************************************************
 DG3816  DESIGNATION -  56 22
 DG3816  PID         -  DG3816
 DG3816  STATE/COUNTY-  AL/RANDOLPH
 DG3816  USGS QUAD   -  WEDOWEE (1969)
 DG3816
 DG3816                         *CURRENT SURVEY CONTROL
 DG3816  ___________________________________________________________________
 DG3816* NAD 83(1992)-  33 16 29.60269(N)    085 22 49.77865(W)     ADJUSTED  
 DG3816* NAVD 88     -       381.5    (meters)    1252.     (feet)  GPS OBS   
 DG3816  ___________________________________________________________________
 DG3816  X           -     429,921.608 (meters)                     COMP
 DG3816  Y           -  -5,320,762.880 (meters)                     COMP
 DG3816  Z           -   3,479,680.724 (meters)                     COMP
 DG3816  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DG3816  ELLIP HEIGHT-         352.37  (meters)          (07/29/02) GPS OBS
 DG3816  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DG3816
 DG3816  HORZ ORDER  -  FIRST
 DG3816  ELLP ORDER  -  FOURTH    CLASS I
 DG3816
 DG3816.The horizontal coordinates were established by GPS observations
 DG3816.and adjusted by the National Geodetic Survey in September 1993..
 DG3816
 DG3816.The orthometric height was determined by GPS observations and a
 DG3816.high-resolution geoid model.
 DG3816
 DG3816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3816
 DG3816.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3816
 DG3816.The ellipsoidal height was determined by GPS observations
 DG3816.and is referenced to NAD 83.
 DG3816
 DG3816.The geoid height was determined by GEOID03.
 DG3816
 DG3816;                    North         East     Units Scale Factor Converg.
 DG3816;SPC AL E     -   307,772.629   242,186.055   MT  0.99998193   +0 14 54.4
 DG3816;UTM  16      - 3,682,931.604   650,824.672   MT  0.99988047   +0 53 19.4
 DG3816
 DG3816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3816!SPC AL E     -   0.99994468  x   0.99998193  =   0.99992661
 DG3816!UTM  16      -   0.99994468  x   0.99988047  =   0.99982516
 DG3816
 DG3816:                Primary Azimuth Mark                     Grid Az
 DG3816:SPC AL E     -  56 23                                    016 33 40.9
 DG3816:UTM  16      -  56 23                                    015 55 15.9
 DG3816
 DG3816|---------------------------------------------------------------------|
 DG3816| PID    Reference Object                     Distance      Geod. Az  |
 DG3816|                                                           dddmmss.s |
 DG3816| DG3817 56 23                               407.417 METERS 0164835.3 |
 DG3816|---------------------------------------------------------------------|
 DG3816
 DG3816                          SUPERSEDED SURVEY CONTROL
 DG3816
 DG3816  ELLIP H (09/27/93)  352.44   (m)                       GP(       ) 4 1
 DG3816
 DG3816.Superseded values are not recommended for survey control.
 DG3816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3816.See file dsdata.txt to determine how the superseded data were derived.
 DG3816
 DG3816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5082582932(NAD 83)
 DG3816_MARKER: DD = SURVEY DISK
 DG3816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3816_SP_SET: CONCRETE POST
 DG3816_STAMPING: 56-22 1992
 DG3816_MARK LOGO: ALHD  
 DG3816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3816+STABILITY: SURFACE MOTION
 DG3816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3816+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3816
 DG3816  HISTORY     - Date     Condition        Report By
 DG3816  HISTORY     - 1992     MONUMENTED       ALHD
 DG3816
 DG3816                          STATION DESCRIPTION
 DG3816
 DG3816'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3816'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3816'RANDOLPH COUNTY ROAD NO. 59, ABOUT 6.50 MI (10.46 KM) EAST-SOUTHEAST
 DG3816'OF WEDOWEE AND ABOUT 8.45 MI (13.60 KM) NORTH OF ROANOKE.
 DG3816'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 22 (MILE
 DG3816'POST 185.75 ON U.S. 431 AND MILE POST 162.05 ON ALA 22) AT A TRAFFIC
 DG3816'LIGHT IN ROANOKE, DRIVE NORTHWEST ON U.S. 431 FOR 2.05 MI (3.30 KM)
 DG3816'TO MILE POST 187.80 AND RANDOLPH COUNTY ROAD NO. 59 LEFT AND RIGHT,
 DG3816'TURN RIGHT ON RANDOLPH COUNTY ROAD NO. 59 AND DRIVE NORTH FOR 4.30 MI
 DG3816'(6.92 KM) TO A PAVED CROSS ROAD WITH RANDOLPH COUNTY ROAD NO. 268
 DG3816'LEFT AND RIGHT, CONTINUE NORTH ON RANDOLPH COUNTY ROAD NO. 59 FOR
 DG3816'2.90 MI (4.67 KM) TO A PAVED CROSS ROAD WITH RANDOLPH COUNTY ROAD NO.
 DG3816'65 LEFT AND RIGHT, CONTINUE NORTH ON RANDOLPH COUNTY ROAD NO. 59 FOR
 DG3816'1.10 MI (1.77 KM) TO THE STATION ON THE RIGHT.
 DG3816'THE STATION IS 3.7 FT (1.1 M) WEST OF SIX STRAND BARBED WIRE FENCE ON
 DG3816'TREATED WOOD AND WHITE TOP STEEL POSTS, 8.0 FT (2.4 M) EAST OF THE
 DG3816'CREST OF AN EIGHT-FOOT BACKSLOPE, 37.6 FT (11.5 M) EAST OF THE
 DG3816'CENTERLINE OF RANDOLPH COUNTY ROAD NO. 59, 120.8 FT (36.8 M)
 DG3816'NORTHEAST OF A POWER POLE ACROSS THE ROAD, 123.0 FT (37.5 M) NORTHEAST
 DG3816'OF USGS BM 29 BRP 1967 1247 FT. ACROSS THE ROAD, 124.0 FT (37.8 M)
 DG3816'NORTHEAST OF A USGS METAL WITNESS POST AND SIGN ACROSS THE ROAD, 4.0
 DG3816'FT (1.2 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3816'GROUND.
 DG3816'STATION 56-23 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3817 ***********************************************************************
 DG3817  DESIGNATION -  56 23
 DG3817  PID         -  DG3817
 DG3817  STATE/COUNTY-  AL/RANDOLPH
 DG3817  USGS QUAD   -  WEDOWEE (1969)
 DG3817
 DG3817                         *CURRENT SURVEY CONTROL
 DG3817  ___________________________________________________________________
 DG3817* NAD 83(1992)-  33 16 42.26190(N)    085 22 45.22552(W)     ADJUSTED  
 DG3817* NAVD 88     -       369.7    (meters)    1213.     (feet)  GPS OBS   
 DG3817  ___________________________________________________________________
 DG3817  X           -     430,021.020 (meters)                     COMP
 DG3817  Y           -  -5,320,530.191 (meters)                     COMP
 DG3817  Z           -   3,480,000.287 (meters)                     COMP
 DG3817  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DG3817  ELLIP HEIGHT-         340.50  (meters)          (07/29/02) GPS OBS
 DG3817  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DG3817
 DG3817  HORZ ORDER  -  FIRST
 DG3817  ELLP ORDER  -  FOURTH    CLASS I
 DG3817
 DG3817.The horizontal coordinates were established by GPS observations
 DG3817.and adjusted by the National Geodetic Survey in September 1993..
 DG3817
 DG3817.The orthometric height was determined by GPS observations and a
 DG3817.high-resolution geoid model.
 DG3817
 DG3817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3817
 DG3817.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3817
 DG3817.The ellipsoidal height was determined by GPS observations
 DG3817.and is referenced to NAD 83.
 DG3817
 DG3817.The geoid height was determined by GEOID03.
 DG3817
 DG3817;                    North         East     Units Scale Factor Converg.
 DG3817;SPC AL E     -   308,163.137   242,302.184   MT  0.99998205   +0 14 57.0
 DG3817;UTM  16      - 3,683,323.345   650,936.418   MT  0.99988088   +0 53 22.2
 DG3817
 DG3817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3817!SPC AL E     -   0.99994655  x   0.99998205  =   0.99992860
 DG3817!UTM  16      -   0.99994655  x   0.99988088  =   0.99982743
 DG3817
 DG3817:                Primary Azimuth Mark                     Grid Az
 DG3817:SPC AL E     -  56 22                                    196 33 40.8
 DG3817:UTM  16      -  56 22                                    195 55 15.6
 DG3817
 DG3817|---------------------------------------------------------------------|
 DG3817| PID    Reference Object                     Distance      Geod. Az  |
 DG3817|                                                           dddmmss.s |
 DG3817| DG3816 56 22                               407.417 METERS 1964837.8 |
 DG3817|---------------------------------------------------------------------|
 DG3817
 DG3817                          SUPERSEDED SURVEY CONTROL
 DG3817
 DG3817  ELLIP H (09/27/93)  340.57   (m)                       GP(       ) 4 1
 DG3817
 DG3817.Superseded values are not recommended for survey control.
 DG3817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3817.See file dsdata.txt to determine how the superseded data were derived.
 DG3817
 DG3817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5093683323(NAD 83)
 DG3817_MARKER: DD = SURVEY DISK
 DG3817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3817_SP_SET: CONCRETE POST
 DG3817_STAMPING: 56-23 1992
 DG3817_MARK LOGO: ALHD  
 DG3817_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3817+STABILITY: SURFACE MOTION
 DG3817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3817+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3817
 DG3817  HISTORY     - Date     Condition        Report By
 DG3817  HISTORY     - 1992     MONUMENTED       ALHD
 DG3817
 DG3817                          STATION DESCRIPTION
 DG3817
 DG3817'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3817'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3817'RANDOLPH COUNTY ROAD NO. 59, ABOUT 6.50 MI (10.46 KM) EAST-SOUTHEAST
 DG3817'OF WEDOWEE AND ABOUT 8.70 MI (14.00 KM) NORTH OF ROANOKE.
 DG3817'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 22 (MILE
 DG3817'POST 185.75 ON U.S. 431 AND MILE POST 162.05 ON ALA 22) AT A TRAFFIC
 DG3817'LIGHT IN ROANOKE, DRIVE NORTHWEST ON U.S. 431 FOR 2.05 MI (3.30 KM)
 DG3817'TO MILE POST 187.80 AND RANDOLPH COUNTY ROAD NO. 59 LEFT AND RIGHT,
 DG3817'TURN RIGHT ON RANDOLPH COUNTY ROAD NO. 59 AND DRIVE NORTH FOR 4.30 MI
 DG3817'(6.92 KM) TO A PAVED CROSS ROAD WITH RANDOLPH COUNTY ROAD NO. 268
 DG3817'LEFT AND RIGHT, CONTINUE NORTH ON RANDOLPH COUNTY ROAD NO. 59 FOR
 DG3817'2.90 MI (4.67 KM) TO A PAVED CROSS ROAD WITH RANDOLPH COUNTY ROAD NO.
 DG3817'65 LEFT AND RIGHT, CONTINUE NORTH ON RANDOLPH COUNTY ROAD NO. 59 FOR
 DG3817'1.35 MI (2.17 KM) TO THE STATION ON THE RIGHT.
 DG3817'THE STATION IS 2.9 FT (0.9 M) WEST OF THE NORTH ONE OF TWO CONNECTED
 DG3817'WOOD POSTS IN THE FENCE LINE, 3.1 FT (0.9 M) WEST OF A FOUR STRAND
 DG3817'BARBED WIRE FENCE ON TREATED WOOD POSTS, 37.5 FT (11.4 M) EAST OF THE
 DG3817'CENTERLINE OF RANDOLPH COUNTY ROAD NO. 59, 81.8 FT (24.9 M)
 DG3817'EAST-SOUTHEAST OF A FENCE CORNER ACROSS THE ROAD, 170.0 FT (51.8 M)
 DG3817'SOUTH OF A CROSS TIE FENCE CORNER POST, 2.9 FT (0.9 M) WEST OF A
 DG3817'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3817'STATION 56-22 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3818 ***********************************************************************
 DG3818  DESIGNATION -  56 24
 DG3818  PID         -  DG3818
 DG3818  STATE/COUNTY-  AL/RANDOLPH
 DG3818  USGS QUAD   -  NAPOLEON (1969)
 DG3818
 DG3818                         *CURRENT SURVEY CONTROL
 DG3818  ___________________________________________________________________
 DG3818* NAD 83(1992)-  33 15 48.22331(N)    085 18 12.19720(W)     ADJUSTED  
 DG3818* NAVD 88     -       369.4    (meters)    1212.     (feet)  GPS OBS   
 DG3818  ___________________________________________________________________
 DG3818  X           -     437,138.076 (meters)                     COMP
 DG3818  Y           -  -5,320,866.333 (meters)                     COMP
 DG3818  Z           -   3,478,608.081 (meters)                     COMP
 DG3818  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DG3818  ELLIP HEIGHT-         340.15  (meters)          (07/29/02) GPS OBS
 DG3818  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DG3818
 DG3818  HORZ ORDER  -  FIRST
 DG3818  ELLP ORDER  -  FOURTH    CLASS I
 DG3818
 DG3818.The horizontal coordinates were established by GPS observations
 DG3818.and adjusted by the National Geodetic Survey in September 1993..
 DG3818
 DG3818.The orthometric height was determined by GPS observations and a
 DG3818.high-resolution geoid model.
 DG3818
 DG3818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3818
 DG3818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3818
 DG3818.The ellipsoidal height was determined by GPS observations
 DG3818.and is referenced to NAD 83.
 DG3818
 DG3818.The geoid height was determined by GEOID03.
 DG3818
 DG3818;                    North         East     Units Scale Factor Converg.
 DG3818;SPC AL E     -   306,531.638   249,375.714   MT  0.99999005   +0 17 26.4
 DG3818;SPC GA W     -   362,387.064   594,094.295   MT  1.00003824   -0 37 24.7
 DG3818;SPC GA W     - 1,188,931.56  1,949,124.37   sFT  1.00003824   -0 37 24.7
 DG3818;UTM  16      - 3,681,771.127   658,027.086   MT  0.99990790   +0 55 50.8
 DG3818
 DG3818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3818!SPC AL E     -   0.99994660  x   0.99999005  =   0.99993665
 DG3818!SPC GA W     -   0.99994660  x   1.00003824  =   0.99998484
 DG3818!UTM  16      -   0.99994660  x   0.99990790  =   0.99985451
 DG3818
 DG3818:                Primary Azimuth Mark                     Grid Az
 DG3818:SPC AL E     -  56 25                                    006 50 25.7
 DG3818:SPC GA W     -  56 25                                    007 45 16.8
 DG3818:UTM  16      -  56 25                                    006 12 01.3
 DG3818
 DG3818|---------------------------------------------------------------------|
 DG3818| PID    Reference Object                     Distance      Geod. Az  |
 DG3818|                                                           dddmmss.s |
 DG3818| DG3819 56 25                               APPROX. 0.6 KM 0070752.1 |
 DG3818|---------------------------------------------------------------------|
 DG3818
 DG3818                          SUPERSEDED SURVEY CONTROL
 DG3818
 DG3818  ELLIP H (09/27/93)  340.22   (m)                       GP(       ) 4 1
 DG3818
 DG3818.Superseded values are not recommended for survey control.
 DG3818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3818.See file dsdata.txt to determine how the superseded data were derived.
 DG3818
 DG3818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5802781771(NAD 83)
 DG3818_MARKER: DD = SURVEY DISK
 DG3818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3818_SP_SET: CONCRETE POST
 DG3818_STAMPING: 56-24 1992
 DG3818_MARK LOGO: ALHD  
 DG3818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3818+STABILITY: SURFACE MOTION
 DG3818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3818+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3818
 DG3818  HISTORY     - Date     Condition        Report By
 DG3818  HISTORY     - 1992     MONUMENTED       ALHD
 DG3818
 DG3818                          STATION DESCRIPTION
 DG3818
 DG3818'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3818'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE WEST RIGHT OF WAY OF
 DG3818'RANDOLPH COUNTY ROAD NO. 87, ABOUT 8.70 MI (14.00 KM) NORTH-NORTHEAST
 DG3818'OF ROANOKE AND ABOUT 10.90 MI (17.54 KM) EAST-SOUTHEAST OF WEDOWEE.
 DG3818'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 22 (MILE
 DG3818'POST 162.05 ON ALA 22 AND MILE POST 185.75 ON U.S. 431) AT A TRAFFIC
 DG3818'LIGHT IN ROANOKE, DRIVE EAST ON ALA 22 FOR 0.45 MI (0.72 KM) TO MILE
 DG3818'POST 162.50 AND RANDOLPH COUNTY ROAD NO. 87 LEFT AND RIGHT, TURN LEFT
 DG3818'ON RANDOLPH COUNTY ROAD NO. 87 AND DRIVE NORTHEASTERLY FOR 9.00 MI
 DG3818'(14.48 KM) TO THE STATION ON THE LEFT.
 DG3818'THE STATION IS 2.6 FT (0.8 M) EAST OF A TREATED WOOD POST OUTSIDE OF
 DG3818'THE FENCE LINE, 3.3 FT (1.0 M) EAST OF A FOUR STRAND BARBED WIRE
 DG3818'FENCE ON WOOD POSTS, 36.1 FT (11.0 M) WEST OF THE CENTERLINE OF
 DG3818'RANDOLPH COUNTY ROAD NO. 87, 91.3 FT (27.8 M) SOUTH OF A BURIED CABLE
 DG3818'WARNING SIGN, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND
 DG3818'SET FLUSH WITH THE GROUND.
 DG3818'STATION 56-25 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3819 ***********************************************************************
 DG3819  DESIGNATION -  56 25
 DG3819  PID         -  DG3819
 DG3819  STATE/COUNTY-  AL/RANDOLPH
 DG3819  USGS QUAD   -  NAPOLEON (1969)
 DG3819
 DG3819                         *CURRENT SURVEY CONTROL
 DG3819  ___________________________________________________________________
 DG3819* NAD 83(1992)-  33 16 06.45803(N)    085 18 09.48150(W)     ADJUSTED  
 DG3819* NAVD 88     -       371.2    (meters)    1218.     (feet)  GPS OBS   
 DG3819  ___________________________________________________________________
 DG3819  X           -     437,183.019 (meters)                     COMP
 DG3819  Y           -  -5,320,554.971 (meters)                     COMP
 DG3819  Z           -   3,479,078.830 (meters)                     COMP
 DG3819  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DG3819  ELLIP HEIGHT-         341.98  (meters)          (07/29/02) GPS OBS
 DG3819  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3819
 DG3819  HORZ ORDER  -  FIRST
 DG3819  ELLP ORDER  -  FOURTH    CLASS I
 DG3819
 DG3819.The horizontal coordinates were established by GPS observations
 DG3819.and adjusted by the National Geodetic Survey in September 1993..
 DG3819
 DG3819.The orthometric height was determined by GPS observations and a
 DG3819.high-resolution geoid model.
 DG3819
 DG3819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3819
 DG3819.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3819
 DG3819.The ellipsoidal height was determined by GPS observations
 DG3819.and is referenced to NAD 83.
 DG3819
 DG3819.The geoid height was determined by GEOID03.
 DG3819
 DG3819;                    North         East     Units Scale Factor Converg.
 DG3819;SPC AL E     -   307,093.760   249,443.146   MT  0.99999013   +0 17 28.1
 DG3819;SPC GA W     -   362,948.065   594,170.691   MT  1.00003804   -0 37 23.5
 DG3819;SPC GA W     - 1,190,772.11  1,949,375.01   sFT  1.00003804   -0 37 23.5
 DG3819;UTM  16      - 3,682,333.920   658,088.228   MT  0.99990814   +0 55 52.7
 DG3819
 DG3819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3819!SPC AL E     -   0.99994631  x   0.99999013  =   0.99993644
 DG3819!SPC GA W     -   0.99994631  x   1.00003804  =   0.99998435
 DG3819!UTM  16      -   0.99994631  x   0.99990814  =   0.99985446
 DG3819
 DG3819:                Primary Azimuth Mark                     Grid Az
 DG3819:SPC AL E     -  56 24                                    186 50 25.5
 DG3819:SPC GA W     -  56 24                                    187 45 17.1
 DG3819:UTM  16      -  56 24                                    186 12 00.9
 DG3819
 DG3819|---------------------------------------------------------------------|
 DG3819| PID    Reference Object                     Distance      Geod. Az  |
 DG3819|                                                           dddmmss.s |
 DG3819| DG3818 56 24                               APPROX. 0.6 KM 1870753.6 |
 DG3819|---------------------------------------------------------------------|
 DG3819
 DG3819                          SUPERSEDED SURVEY CONTROL
 DG3819
 DG3819  ELLIP H (09/27/93)  342.06   (m)                       GP(       ) 4 1
 DG3819
 DG3819.Superseded values are not recommended for survey control.
 DG3819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3819.See file dsdata.txt to determine how the superseded data were derived.
 DG3819
 DG3819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5808882334(NAD 83)
 DG3819_MARKER: DD = SURVEY DISK
 DG3819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3819_SP_SET: CONCRETE POST
 DG3819_STAMPING: 56-25 1992
 DG3819_MARK LOGO: ALHD  
 DG3819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3819+STABILITY: SURFACE MOTION
 DG3819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3819+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3819
 DG3819  HISTORY     - Date     Condition        Report By
 DG3819  HISTORY     - 1992     MONUMENTED       ALHD
 DG3819
 DG3819                          STATION DESCRIPTION
 DG3819
 DG3819'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3819'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE WEST RIGHT OF WAY OF
 DG3819'RANDOLPH COUNTY ROAD NO. 87, ABOUT 9.10 MI (14.64 KM) NORTH-NORTHEAST
 DG3819'OF ROANOKE AND ABOUT 10.90 MI (17.54 KM) EAST-SOUTHEAST OF WEDOWEE.
 DG3819'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 22 (MILE
 DG3819'POST 162.05 ON ALA 22 AND MILE POST 185.75 ON U.S. 431) AT A TRAFFIC
 DG3819'LIGHT IN ROANOKE, DRIVE EAST ON ALA 22 FOR 0.45 MI (0.72 KM) TO MILE
 DG3819'POST 162.50 AND RANDOLPH COUNTY ROAD NO. 87 LEFT AND RIGHT, TURN LEFT
 DG3819'ON RANDOLPH COUNTY ROAD NO. 87 AND DRIVE NORTHEASTERLY FOR 9.40 MI
 DG3819'(15.13 KM) TO THE STATION ON THE LEFT.
 DG3819'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 DG3819'ON WHITE TOP, GREEN STEEL POSTS, 4.0 FT (1.2 M) SOUTHEAST OF THE
 DG3819'NORTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 4.6 FT
 DG3819'(1.4 M) NORTHEAST OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE
 DG3819'FENCE LINE, 26.1 FT (8.0 M) WEST OF THE CENTERLINE OF RANDOLPH COUNTY
 DG3819'ROAD NO. 87, 83.5 FT (25.5 M) SOUTH-SOUTHWEST OF THE WEST END OF AN
 DG3819'EIGHTEEN-INCH CONCRETE PIPE UNDER RANDOLPH COUNTY ROAD NO. 87, 2.8 FT
 DG3819'(0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3819'GROUND.
 DG3819'STATION 56-24 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3820 ***********************************************************************
 DG3820  DESIGNATION -  56 26
 DG3820  PID         -  DG3820
 DG3820  STATE/COUNTY-  AL/RANDOLPH
 DG3820  USGS QUAD   -  WEDOWEE (1969)
 DG3820
 DG3820                         *CURRENT SURVEY CONTROL
 DG3820  ___________________________________________________________________
 DG3820* NAD 83(1992)-  33 21 25.27572(N)    085 25 40.18551(W)     ADJUSTED  
 DG3820* NAVD 88     -       302.9    (meters)     994.     (feet)  GPS OBS   
 DG3820  ___________________________________________________________________
 DG3820  X           -     425,121.599 (meters)                     COMP
 DG3820  Y           -  -5,316,063.262 (meters)                     COMP
 DG3820  Z           -   3,487,250.131 (meters)                     COMP
 DG3820  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 DG3820  ELLIP HEIGHT-         273.88  (meters)          (07/29/02) GPS OBS
 DG3820  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG3820
 DG3820  HORZ ORDER  -  FIRST
 DG3820  ELLP ORDER  -  FOURTH    CLASS I
 DG3820
 DG3820.The horizontal coordinates were established by GPS observations
 DG3820.and adjusted by the National Geodetic Survey in September 1993..
 DG3820
 DG3820.The orthometric height was determined by GPS observations and a
 DG3820.high-resolution geoid model.
 DG3820
 DG3820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3820
 DG3820.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3820
 DG3820.The ellipsoidal height was determined by GPS observations
 DG3820.and is referenced to NAD 83.
 DG3820
 DG3820.The geoid height was determined by GEOID03.
 DG3820
 DG3820;                    North         East     Units Scale Factor Converg.
 DG3820;SPC AL E     -   316,863.434   237,740.911   MT  0.99997755   +0 13 22.7
 DG3820;UTM  16      - 3,691,971.141   646,278.600   MT  0.99986381   +0 51 52.6
 DG3820
 DG3820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3820!SPC AL E     -   0.99995700  x   0.99997755  =   0.99993456
 DG3820!UTM  16      -   0.99995700  x   0.99986381  =   0.99982082
 DG3820
 DG3820                          SUPERSEDED SURVEY CONTROL
 DG3820
 DG3820  ELLIP H (09/27/93)  273.96   (m)                       GP(       ) 4 1
 DG3820
 DG3820.Superseded values are not recommended for survey control.
 DG3820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3820.See file dsdata.txt to determine how the superseded data were derived.
 DG3820
 DG3820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4627991971(NAD 83)
 DG3820_MARKER: DD = SURVEY DISK
 DG3820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3820_SP_SET: CONCRETE POST
 DG3820_STAMPING: 56-26 1992
 DG3820_MARK LOGO: ALHD  
 DG3820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3820+STABILITY: SURFACE MOTION
 DG3820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3820+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3820
 DG3820  HISTORY     - Date     Condition        Report By
 DG3820  HISTORY     - 1992     MONUMENTED       ALHD
 DG3820
 DG3820                          STATION DESCRIPTION
 DG3820
 DG3820'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3820'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE SOUTHEAST RIGHT OF
 DG3820'WAY OF ALA 48, ABOUT 2.10 MI (3.38 KM) SOUTHWEST OF WOODLAND AND
 DG3820'ABOUT 4.65 MI (7.48 KM) NORTHEAST OF WEDOWEE.
 DG3820'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3820'(MILE POST 15.70 ON ALA 48 AND MILE POST 199.50 ON U.S. 431) IN
 DG3820'WEDOWEE, DRIVE NORTHEASTERLY ON ALA 48 FOR 6.55 MI (10.54 KM) TO MILE
 DG3820'POST 22.25 AND THE STATION ON THE RIGHT.
 DG3820'THE STATION IS LOCATED ACROSS ALA 48 FROM THE LIBERTY GROVE CEMETARY,
 DG3820'3.1 FT (0.9 M) NORTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON
 DG3820'TREATED WOOD POSTS, 37.7 FT (11.5 M) SOUTHEAST OF THE CENTERLINE OF
 DG3820'ALA 48, 64.7 FT (19.7 M) SOUTHWEST OF THE SOUTHWEST ONE OF TWO
 DG3820'CONNECTED WOOD POSTS IN THE FENCE LINE, 73.6 FT (22.4 M) SOUTHWEST OF
 DG3820'A TELEPHONE CABLE POLE, 86.4 FT (26.3 M) NORTHEAST OF A BURIED CABLE
 DG3820'WARNING SIGN ON AN ORANGE POST, 102.5 FT (31.2 M) NORTHEAST OF A
 DG3820'POWER POLE, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 DG3820'FLUSH WITH THE GROUND.
 DG3820'STATION 56-27 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3821 ***********************************************************************
 DG3821  DESIGNATION -  56 27
 DG3821  PID         -  DG3821
 DG3821  STATE/COUNTY-  AL/RANDOLPH
 DG3821  USGS QUAD   -  WEDOWEE (1969)
 DG3821
 DG3821                         *CURRENT SURVEY CONTROL
 DG3821  ___________________________________________________________________
 DG3821* NAD 83(1992)-  33 21 34.00117(N)    085 25 02.04616(W)     ADJUSTED  
 DG3821* NAVD 88     -       300.4    (meters)     986.     (feet)  GPS OBS   
 DG3821  ___________________________________________________________________
 DG3821  X           -     426,092.580 (meters)                     COMP
 DG3821  Y           -  -5,315,835.133 (meters)                     COMP
 DG3821  Z           -   3,487,473.297 (meters)                     COMP
 DG3821  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DG3821  ELLIP HEIGHT-         271.38  (meters)          (07/29/02) GPS OBS
 DG3821  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG3821
 DG3821  HORZ ORDER  -  FIRST
 DG3821  ELLP ORDER  -  FOURTH    CLASS I
 DG3821
 DG3821.The horizontal coordinates were established by GPS observations
 DG3821.and adjusted by the National Geodetic Survey in September 1993..
 DG3821
 DG3821.The orthometric height was determined by GPS observations and a
 DG3821.high-resolution geoid model.
 DG3821
 DG3821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3821
 DG3821.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3821
 DG3821.The ellipsoidal height was determined by GPS observations
 DG3821.and is referenced to NAD 83.
 DG3821
 DG3821.The geoid height was determined by GEOID03.
 DG3821
 DG3821;                    North         East     Units Scale Factor Converg.
 DG3821;SPC AL E     -   317,136.132   238,725.869   MT  0.99997848   +0 13 43.7
 DG3821;UTM  16      - 3,692,254.820   647,260.332   MT  0.99986736   +0 52 13.8
 DG3821
 DG3821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3821!SPC AL E     -   0.99995740  x   0.99997848  =   0.99993588
 DG3821!UTM  16      -   0.99995740  x   0.99986736  =   0.99982476
 DG3821
 DG3821                          SUPERSEDED SURVEY CONTROL
 DG3821
 DG3821  ELLIP H (09/27/93)  271.45   (m)                       GP(       ) 4 1
 DG3821
 DG3821.Superseded values are not recommended for survey control.
 DG3821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3821.See file dsdata.txt to determine how the superseded data were derived.
 DG3821
 DG3821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4726092255(NAD 83)
 DG3821_MARKER: DD = SURVEY DISK
 DG3821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3821_SP_SET: CONCRETE POST
 DG3821_STAMPING: 56-27 1992
 DG3821_MARK LOGO: ALHD  
 DG3821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3821+STABILITY: SURFACE MOTION
 DG3821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3821+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3821
 DG3821  HISTORY     - Date     Condition        Report By
 DG3821  HISTORY     - 1992     MONUMENTED       ALHD
 DG3821
 DG3821                          STATION DESCRIPTION
 DG3821
 DG3821'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3821'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3821'ALA 48, ABOUT 1.50 MI (2.41 KM) SOUTHWEST OF WOODLAND AND ABOUT 5.20
 DG3821'MI (8.37 KM) NORTHEAST OF WEDOWEE.
 DG3821'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3821'(MILE POST 15.70 ON ALA 48 AND MILE POST 199.50 ON U.S. 431) IN
 DG3821'WEDOWEE, DRIVE NORTHEASTERLY ON ALA 48 FOR 7.20 MI (11.59 KM) TO MILE
 DG3821'POST 22.90 AND THE STATION ON THE LEFT.
 DG3821'THE STATION IS 41.0 FT (12.5 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DG3821'ALA 48, 123.5 FT (37.6 M) NORTHEAST OF THE TOP OF A LEANING ORANGE
 DG3821'BURIED CABLE CABLE WARINING SIGN POST ACROSS ALA 48, 166.4 FT
 DG3821'(50.7 M) SOUTHWEST OF A POWER POLE WITH ONE GUY WIRE, 2.4 FT (0.7 M)
 DG3821'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3821'STATION 56-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3822 ***********************************************************************
 DG3822  DESIGNATION -  56 28
 DG3822  PID         -  DG3822
 DG3822  STATE/COUNTY-  AL/RANDOLPH
 DG3822  USGS QUAD   -  MICAVILLE (1976)
 DG3822
 DG3822                         *CURRENT SURVEY CONTROL
 DG3822  ___________________________________________________________________
 DG3822* NAD 83(1992)-  33 22 50.32647(N)    085 37 04.84844(W)     ADJUSTED  
 DG3822* NAVD 88     -       289.2    (meters)     949.     (feet)  GPS OBS   
 DG3822  ___________________________________________________________________
 DG3822  X           -     407,362.483 (meters)                     COMP
 DG3822  Y           -  -5,315,996.733 (meters)                     COMP
 DG3822  Z           -   3,489,431.104 (meters)                     COMP
 DG3822  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DG3822  ELLIP HEIGHT-         260.33  (meters)          (07/29/02) GPS OBS
 DG3822  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG3822
 DG3822  HORZ ORDER  -  FIRST
 DG3822  ELLP ORDER  -  FOURTH    CLASS I
 DG3822
 DG3822.The horizontal coordinates were established by GPS observations
 DG3822.and adjusted by the National Geodetic Survey in September 1993..
 DG3822
 DG3822.The orthometric height was determined by GPS observations and a
 DG3822.high-resolution geoid model.
 DG3822
 DG3822.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3822
 DG3822.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3822
 DG3822.The ellipsoidal height was determined by GPS observations
 DG3822.and is referenced to NAD 83.
 DG3822
 DG3822.The geoid height was determined by GEOID03.
 DG3822
 DG3822;                    North         East     Units Scale Factor Converg.
 DG3822;SPC AL E     -   319,430.902   220,034.703   MT  0.99996495   +0 07 06.5
 DG3822;UTM  16      - 3,694,339.783   628,547.181   MT  0.99980373   +0 45 37.7
 DG3822
 DG3822!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3822!SPC AL E     -   0.99995913  x   0.99996495  =   0.99992408
 DG3822!UTM  16      -   0.99995913  x   0.99980373  =   0.99976287
 DG3822
 DG3822|---------------------------------------------------------------------|
 DG3822| PID    Reference Object                     Distance      Geod. Az  |
 DG3822|                                                           dddmmss.s |
 DG3822| DG3823 56 29                               360.654 METERS 01016     |
 DG3822|---------------------------------------------------------------------|
 DG3822
 DG3822                          SUPERSEDED SURVEY CONTROL
 DG3822
 DG3822  ELLIP H (09/27/93)  260.41   (m)                       GP(       ) 4 1
 DG3822
 DG3822.Superseded values are not recommended for survey control.
 DG3822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3822.See file dsdata.txt to determine how the superseded data were derived.
 DG3822
 DG3822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2854794340(NAD 83)
 DG3822_MARKER: DD = SURVEY DISK
 DG3822_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3822_SP_SET: CONCRETE POST
 DG3822_STAMPING: 56-28 1992
 DG3822_MARK LOGO: ALHD  
 DG3822_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3822_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3822+STABILITY: SURFACE MOTION
 DG3822_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3822+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3822
 DG3822  HISTORY     - Date     Condition        Report By
 DG3822  HISTORY     - 1992     MONUMENTED       ALHD
 DG3822
 DG3822                          STATION DESCRIPTION
 DG3822
 DG3822'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3822'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3822'RANDOLPH COUNTY ROAD NO. 113, ABOUT 9.10 MI (14.64 KM) NORTHWEST OF
 DG3822'WEDOWEE AND ABOUT 18.10 MI (29.13 KM) NORTH-NORTHWEST OF WADLEY.
 DG3822'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3822'(MILE POST 199.50 ON U.S. 431 AND MILE POST 15.70 ON ALA 48) IN
 DG3822'WEDOWEE, DRIVE NORTHWEST ON U.S. 431 FOR 9.35 MI (15.05 KM) TO MILE
 DG3822'POST 208.85 AND RANDOLPH COUNTY ROAD NO. 82 LEFT AND RIGHT, TURN LEFT
 DG3822'ON RANDOLPH COUNTY ROAD NO. 82 AND DRIVE SOUTHWEST FOR 4.80 MI
 DG3822'(7.72 KM) TO RANDOLPH COUNTY ROAD NO. 113 ON THE LEFT, TURN LEFT ON
 DG3822'RANDOLPH COUNTY ROAD NO. 113 AND DRIVE SOUTH FOR 0.65 MI (1.05 KM) TO
 DG3822'THE STATION ON THE LEFT.
 DG3822'THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 DG3822'ON TREATED WOOD POSTS, 21.1 FT (6.4 M) NORTH OF THE NORTH POST OF A
 DG3822'RED METAL GATE, 29.2 FT (8.9 M) EAST OF THE CENTER OF RANDOLPH COUNTY
 DG3822'ROAD NO. 113, 70.7 FT (21.5 M) NORTH OF A POWER POLE IN THE PASTURE,
 DG3822'3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 DG3822'THE GROUND.
 DG3822'STATION 56-29 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3823 ***********************************************************************
 DG3823  DESIGNATION -  56 29
 DG3823  PID         -  DG3823
 DG3823  STATE/COUNTY-  AL/RANDOLPH
 DG3823  USGS QUAD   -  MICAVILLE (1976)
 DG3823
 DG3823                         *CURRENT SURVEY CONTROL
 DG3823  ___________________________________________________________________
 DG3823* NAD 83(1992)-  33 23 01.84516(N)    085 37 02.36078(W)     ADJUSTED  
 DG3823* NAVD 88     -       294.1    (meters)     965.     (feet)  GPS OBS   
 DG3823  ___________________________________________________________________
 DG3823  X           -     407,411.991 (meters)                     COMP
 DG3823  Y           -  -5,315,801.252 (meters)                     COMP
 DG3823  Z           -   3,489,730.173 (meters)                     COMP
 DG3823  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 DG3823  ELLIP HEIGHT-         265.29  (meters)          (07/29/02) GPS OBS
 DG3823  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DG3823
 DG3823  HORZ ORDER  -  FIRST
 DG3823  ELLP ORDER  -  FOURTH    CLASS I
 DG3823
 DG3823.The horizontal coordinates were established by GPS observations
 DG3823.and adjusted by the National Geodetic Survey in September 1993..
 DG3823
 DG3823.The orthometric height was determined by GPS observations and a
 DG3823.high-resolution geoid model.
 DG3823
 DG3823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3823
 DG3823.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3823
 DG3823.The ellipsoidal height was determined by GPS observations
 DG3823.and is referenced to NAD 83.
 DG3823
 DG3823.The geoid height was determined by GEOID03.
 DG3823
 DG3823;                    North         East     Units Scale Factor Converg.
 DG3823;SPC AL E     -   319,785.898   220,098.263   MT  0.99996498   +0 07 07.9
 DG3823;UTM  16      - 3,694,695.411   628,606.750   MT  0.99980392   +0 45 39.3
 DG3823
 DG3823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3823!SPC AL E     -   0.99995835  x   0.99996498  =   0.99992333
 DG3823!UTM  16      -   0.99995835  x   0.99980392  =   0.99976228
 DG3823
 DG3823|---------------------------------------------------------------------|
 DG3823| PID    Reference Object                     Distance      Geod. Az  |
 DG3823|                                                           dddmmss.s |
 DG3823| DG3822 56 28                               360.654 METERS 19016     |
 DG3823|---------------------------------------------------------------------|
 DG3823
 DG3823                          SUPERSEDED SURVEY CONTROL
 DG3823
 DG3823  ELLIP H (09/27/93)  265.37   (m)                       GP(       ) 4 1
 DG3823
 DG3823.Superseded values are not recommended for survey control.
 DG3823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3823.See file dsdata.txt to determine how the superseded data were derived.
 DG3823
 DG3823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2860794695(NAD 83)
 DG3823_MARKER: DD = SURVEY DISK
 DG3823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3823_SP_SET: CONCRETE POST
 DG3823_STAMPING: 56-29 1992
 DG3823_MARK LOGO: ALHD  
 DG3823_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3823+STABILITY: SURFACE MOTION
 DG3823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3823+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3823
 DG3823  HISTORY     - Date     Condition        Report By
 DG3823  HISTORY     - 1992     MONUMENTED       ALHD
 DG3823
 DG3823                          STATION DESCRIPTION
 DG3823
 DG3823'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3823'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3823'RANDOLPH COUNTY ROAD NO. 113, ABOUT 9.15 MI (14.73 KM) NORTHWEST OF
 DG3823'WEDOWEE AND ABOUT 18.35 MI (29.53 KM) NORTH-NORTHWEST OF WADLEY.
 DG3823'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3823'(MILE POST 199.50 ON U.S. 431 AND MILE POST 15.70 ON ALA 48) IN
 DG3823'WEDOWEE, DRIVE NORTHWEST ON U.S. 431 FOR 9.35 MI (15.05 KM) TO MILE
 DG3823'POST 208.85 AND RANDOLPH COUNTY ROAD NO. 82 LEFT AND RIGHT, TURN LEFT
 DG3823'ON RANDOLPH COUNTY ROAD NO. 82 AND DRIVE SOUTHWEST FOR 4.80 MI
 DG3823'(7.72 KM) TO RANDOLPH COUNTY ROAD NO. 113 ON THE LEFT, TURN LEFT ON
 DG3823'RANDOLPH COUNTY ROAD NO. 113 AND DRIVE SOUTH FOR 0.40 MI (0.64 KM) TO
 DG3823'THE STATION ON THE LEFT.
 DG3823'THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 DG3823'ON TREATED WOOD POSTS, 17.2 FT (5.2 M) NORTH OF THE NORTH CROSS TIE
 DG3823'POST OF A METAL GATE, 29.0 FT (8.8 M) EAST OF THE CENTER OF RANDOLPH
 DG3823'COUNTY ROAD NO. 113, 55.8 FT (17.0 M) NORTH OF A POWER POLE IN THE
 DG3823'PASTURE, 2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET
 DG3823'FLUSH WITH THE GROUND.
 DG3823'STATION 56-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3721 ***********************************************************************
 DG3721  DESIGNATION -  56 3
 DG3721  PID         -  DG3721
 DG3721  STATE/COUNTY-  AL/RANDOLPH
 DG3721  USGS QUAD   -  WEDOWEE (1969)
 DG3721
 DG3721                         *CURRENT SURVEY CONTROL
 DG3721  ___________________________________________________________________
 DG3721* NAD 83(1992)-  33 19 27.97808(N)    085 29 11.82939(W)     ADJUSTED  
 DG3721* NAVD 88     -       248.0    (meters)     814.     (feet)  VERTCON   
 DG3721  ___________________________________________________________________
 DG3721  X           -     419,819.372 (meters)                     COMP
 DG3721  Y           -  -5,318,431.060 (meters)                     COMP
 DG3721  Z           -   3,484,200.848 (meters)                     COMP
 DG3721  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DG3721  ELLIP HEIGHT-         218.99  (meters)          (07/29/02) GPS OBS
 DG3721  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG3721
 DG3721  HORZ ORDER  -  FIRST
 DG3721  ELLP ORDER  -  FOURTH    CLASS I
 DG3721
 DG3721.The horizontal coordinates were established by GPS observations
 DG3721.and adjusted by the National Geodetic Survey in September 1997..
 DG3721
 DG3721.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3721.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3721
 DG3721.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3721
 DG3721.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3721
 DG3721.The ellipsoidal height was determined by GPS observations
 DG3721.and is referenced to NAD 83.
 DG3721
 DG3721.The geoid height was determined by GEOID03.
 DG3721
 DG3721;                    North         East     Units Scale Factor Converg.
 DG3721;SPC AL E     -   313,230.040   232,281.224   MT  0.99997284   +0 11 25.7
 DG3721;UTM  16      - 3,688,277.307   640,860.582   MT  0.99984463   +0 49 53.6
 DG3721
 DG3721!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3721!SPC AL E     -   0.99996562  x   0.99997284  =   0.99993846
 DG3721!UTM  16      -   0.99996562  x   0.99984463  =   0.99981026
 DG3721
 DG3721:                Primary Azimuth Mark                     Grid Az
 DG3721:SPC AL E     -  56 2                                     159 49 49.8
 DG3721:UTM  16      -  56 2                                     159 11 21.9
 DG3721
 DG3721|---------------------------------------------------------------------|
 DG3721| PID    Reference Object                     Distance      Geod. Az  |
 DG3721|                                                           dddmmss.s |
 DG3721| DG3720 56 2                                445.653 METERS 1600115.5 |
 DG3721|---------------------------------------------------------------------|
 DG3721
 DG3721                          SUPERSEDED SURVEY CONTROL
 DG3721
 DG3721  NAD 83(1992)-  33 19 27.97808(N)    085 29 11.83009(W) AD(       ) 1
 DG3721  ELLIP H (12/04/92)  219.09   (m)                       GP(       ) 4 1
 DG3721  NAD 83(1986)-  33 19 27.98265(N)    085 29 11.82429(W) AD(       ) 1
 DG3721  NGVD 29 (12/04/92)  248.0    (m)          814.     (f) GPS OBS        
 DG3721
 DG3721.Superseded values are not recommended for survey control.
 DG3721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3721.See file dsdata.txt to determine how the superseded data were derived.
 DG3721
 DG3721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4086188277(NAD 83)
 DG3721_MARKER: DD = SURVEY DISK
 DG3721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3721_SP_SET: CONCRETE POST
 DG3721_STAMPING: 56-3 1991
 DG3721_MARK LOGO: ALHD  
 DG3721_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3721+STABILITY: SURFACE MOTION
 DG3721_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3721+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3721
 DG3721  HISTORY     - Date     Condition        Report By
 DG3721  HISTORY     - 1991     MONUMENTED       ALHD
 DG3721
 DG3721                          STATION DESCRIPTION
 DG3721
 DG3721'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3721'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE NORTHEAST RIGHT OF
 DG3721'WAY OF U. S. 431 IN WEDOWEE.
 DG3721'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 48 EAST
 DG3721'(MILE POST 199.50 ON U. S. 431) IN WEDOWEE, DRIVE NORTH ON U. S. 431
 DG3721'FOR 0.95 MI (1.53 KM) TO MILE POST 200.45 AND THE STATION ON THE
 DG3721'RIGHT ON THE NORTH END OF AN EIGHT FOOT BACKSLOPE.
 DG3721'THE STATION IS LOCATED ON THE NORTH END OF AN EIGHT FOOT BACKSLOPE,
 DG3721'41.8 FT (12.7 M) EAST-SOUTHEAST OF THE SOUTH END OF THE EAST METAL
 DG3721'GUARDRAIL ALONG U. S. 431, 62.9 FT (19.2 M) NORTHEAST OF THE
 DG3721'CENTERLINE OF U. S. 431, AND 1.7 FT (0.5 M) WEST-SOUTHWEST OF A
 DG3721'CARSONITE WITNESS POST, AND SET FLUSH WITH GROUND.
 DG3721'STATION 56-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3824 ***********************************************************************
 DG3824  DESIGNATION -  56 30
 DG3824  PID         -  DG3824
 DG3824  STATE/COUNTY-  AL/RANDOLPH
 DG3824  USGS QUAD   -  NEWELL (1969)
 DG3824
 DG3824                         *CURRENT SURVEY CONTROL
 DG3824  ___________________________________________________________________
 DG3824* NAD 83(1992)-  33 24 47.89904(N)    085 29 00.91074(W)     ADJUSTED  
 DG3824* NAVD 88     -       319.9    (meters)    1050.     (feet)  GPS OBS   
 DG3824  ___________________________________________________________________
 DG3824  X           -     419,678.727 (meters)                     COMP
 DG3824  Y           -  -5,313,064.145 (meters)                     COMP
 DG3824  Z           -   3,492,472.257 (meters)                     COMP
 DG3824  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 DG3824  ELLIP HEIGHT-         290.99  (meters)          (07/29/02) GPS OBS
 DG3824  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DG3824
 DG3824  HORZ ORDER  -  FIRST
 DG3824  ELLP ORDER  -  FOURTH    CLASS I
 DG3824
 DG3824.The horizontal coordinates were established by GPS observations
 DG3824.and adjusted by the National Geodetic Survey in September 1993..
 DG3824
 DG3824.The orthometric height was determined by GPS observations and a
 DG3824.high-resolution geoid model.
 DG3824
 DG3824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3824
 DG3824.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3824
 DG3824.The ellipsoidal height was determined by GPS observations
 DG3824.and is referenced to NAD 83.
 DG3824
 DG3824.The geoid height was determined by GEOID03.
 DG3824
 DG3824;                    North         East     Units Scale Factor Converg.
 DG3824;SPC AL E     -   323,086.985   232,530.521   MT  0.99997304   +0 11 33.4
 DG3824;UTM  16      - 3,698,135.165   640,999.429   MT  0.99984511   +0 50 06.7
 DG3824
 DG3824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3824!SPC AL E     -   0.99995432  x   0.99997304  =   0.99992736
 DG3824!UTM  16      -   0.99995432  x   0.99984511  =   0.99979944
 DG3824
 DG3824                          SUPERSEDED SURVEY CONTROL
 DG3824
 DG3824  ELLIP H (09/27/93)  291.07   (m)                       GP(       ) 4 1
 DG3824
 DG3824.Superseded values are not recommended for survey control.
 DG3824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3824.See file dsdata.txt to determine how the superseded data were derived.
 DG3824
 DG3824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4099998135(NAD 83)
 DG3824_MARKER: DD = SURVEY DISK
 DG3824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3824_SP_SET: CONCRETE POST
 DG3824_STAMPING: 56-30 1992
 DG3824_MARK LOGO: ALHD  
 DG3824_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3824+STABILITY: SURFACE MOTION
 DG3824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3824+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3824
 DG3824  HISTORY     - Date     Condition        Report By
 DG3824  HISTORY     - 1992     MONUMENTED       ALHD
 DG3824
 DG3824                          STATION DESCRIPTION
 DG3824
 DG3824'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3824'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3824'OLD U.S. 431, ABOUT 5.60 MI (9.01 KM) NORTHWEST OF WOODLAND AND ABOUT
 DG3824'7.10 MI (11.43 KM) NORTH OF WEDOWEE.
 DG3824'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3824'(MILE POST 199.50 ON U.S. 431 AND MILE POST 15.70 ON ALA 48) IN
 DG3824'WEDOWEE, DRIVE NORTHWEST ON U.S. 431 FOR 0.65 MI (1.05 KM) TO MILE
 DG3824'POST 200.15 AND OLD U.S. 431 ON THE RIGHT, TURN RIGHT ON OLD U.S. 431
 DG3824'AND DRIVE NORTH FOR 7.30 MI (11.75 KM) TO THE STATION ON THE RIGHT.
 DG3824'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A DOUBLE HOG WIRE
 DG3824'FENCE WITH FIVE STRANDS OF BARBED WIRE ON WOOD POSTS, 29.6 FT
 DG3824'(9.0 M) EAST-NORTHEAST OF THE CENTERLINE OF OLD U.S. 431, 55.4 FT
 DG3824'(16.9 M) EAST OF A BURIED CABLE WARNING SIGN ON AN ORANGE POST ACROSS
 DG3824'THE ROAD, 58.4 FT (17.8 M) EAST-NORTHEAST OF A SIX BY SIX-INCH
 DG3824'CONCRETE POST ACROSS THE ROAD, 59.1 FT (18.0 M) EAST OF TELEPHONE
 DG3824'CABLE POLE NO. 3/34 ACROSS THE ROAD, 154.8 FT (47.2 M)
 DG3824'SOUTH-SOUTHEAST OF A JUNCTION POWER POLE AND FENCE CORNER, 179.0 FT
 DG3824'(54.6 M) SOUTH-SOUTHEAST OF A FIRE HYDRANT, 2.4 FT (0.7 M) WEST OF A
 DG3824'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3824'STATION 56-31 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3824'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 DG3824'MR. ELDON KEY, ROUTE 1, NEWELL, ALABAMA 36270, PHONE 205-363-2442.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3825 ***********************************************************************
 DG3825  DESIGNATION -  56 31
 DG3825  PID         -  DG3825
 DG3825  STATE/COUNTY-  AL/RANDOLPH
 DG3825  USGS QUAD   -  NEWELL (1969)
 DG3825
 DG3825                         *CURRENT SURVEY CONTROL
 DG3825  ___________________________________________________________________
 DG3825* NAD 83(1992)-  33 25 04.81587(N)    085 29 11.30655(W)     ADJUSTED  
 DG3825* NAVD 88     -       317.2    (meters)    1041.     (feet)  GPS OBS   
 DG3825  ___________________________________________________________________
 DG3825  X           -     419,388.184 (meters)                     COMP
 DG3825  Y           -  -5,312,796.931 (meters)                     COMP
 DG3825  Z           -   3,492,905.846 (meters)                     COMP
 DG3825  LAPLACE CORR-          -1.92  (seconds)                    DEFLEC99
 DG3825  ELLIP HEIGHT-         288.33  (meters)          (07/29/02) GPS OBS
 DG3825  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG3825
 DG3825  HORZ ORDER  -  FIRST
 DG3825  ELLP ORDER  -  FOURTH    CLASS I
 DG3825
 DG3825.The horizontal coordinates were established by GPS observations
 DG3825.and adjusted by the National Geodetic Survey in September 1993..
 DG3825
 DG3825.The orthometric height was determined by GPS observations and a
 DG3825.high-resolution geoid model.
 DG3825
 DG3825.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3825
 DG3825.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3825
 DG3825.The ellipsoidal height was determined by GPS observations
 DG3825.and is referenced to NAD 83.
 DG3825
 DG3825.The geoid height was determined by GEOID03.
 DG3825
 DG3825;                    North         East     Units Scale Factor Converg.
 DG3825;SPC AL E     -   323,607.257   232,260.190   MT  0.99997283   +0 11 27.7
 DG3825;UTM  16      - 3,698,652.305   640,723.315   MT  0.99984415   +0 50 01.3
 DG3825
 DG3825!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3825!SPC AL E     -   0.99995474  x   0.99997283  =   0.99992757
 DG3825!UTM  16      -   0.99995474  x   0.99984415  =   0.99979889
 DG3825
 DG3825                          SUPERSEDED SURVEY CONTROL
 DG3825
 DG3825  ELLIP H (09/27/93)  288.41   (m)                       GP(       ) 4 1
 DG3825
 DG3825.Superseded values are not recommended for survey control.
 DG3825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3825.See file dsdata.txt to determine how the superseded data were derived.
 DG3825
 DG3825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4072398652(NAD 83)
 DG3825_MARKER: DD = SURVEY DISK
 DG3825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3825_SP_SET: CONCRETE POST
 DG3825_STAMPING: 56-31 1992
 DG3825_MARK LOGO: ALHD  
 DG3825_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3825+STABILITY: SURFACE MOTION
 DG3825_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3825+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3825
 DG3825  HISTORY     - Date     Condition        Report By
 DG3825  HISTORY     - 1992     MONUMENTED       ALHD
 DG3825
 DG3825                          STATION DESCRIPTION
 DG3825
 DG3825'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3825'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE WEST RIGHT OF WAY OF
 DG3825'OLD U.S. 431, ABOUT 6.00 MI (9.66 KM) NORTHWEST OF WOODLAND AND ABOUT
 DG3825'7.45 MI (11.99 KM) NORTH OF WEDOWEE.
 DG3825'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3825'(MILE POST 199.50 ON U.S. 431 AND MILE POST 15.70 ON ALA 48) IN
 DG3825'WEDOWEE, DRIVE NORTHWEST ON U.S. 431 FOR 0.65 MI (1.05 KM) TO MILE
 DG3825'POST 200.15 AND OLD U.S. 431 ON THE RIGHT, TURN RIGHT ON OLD U.S. 431
 DG3825'AND DRIVE NORTH FOR 7.70 MI (12.39 KM) TO THE STATION ON THE LEFT.
 DG3825'THE STATION IS 2.9 FT (0.9 M) EAST-NORTHEAST OF A FIVE STRAND BARBED
 DG3825'WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 25.9 FT (7.9 M)
 DG3825'WEST-SOUTHWEST OF THE CENTERLINE OF OLD U.S. 431, 66.4 FT (20.2 M)
 DG3825'SOUTH-SOUTHEAST OF TELEPHONE CABLE POLE NO. 3/22, 134.9 FT (41.1 M)
 DG3825'NORTH-NORTHWEST OF A FENCE JUNCTION, 193.5 FT (59.0 M) NORTH-NORTHWEST
 DG3825'OF A FENCE CORNER AT A HIGH VOLTAGE POWER LINE CROSSING, 217.2 FT
 DG3825'(66.2 M) NORTH-NORTHWEST OF TELEPHONE CABLE POLE NO. 3/23, 2.8 FT
 DG3825'(0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3825'GROUND.
 DG3825'STATION 56-30 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3826 ***********************************************************************
 DG3826  DESIGNATION -  56 32
 DG3826  PID         -  DG3826
 DG3826  STATE/COUNTY-  AL/RANDOLPH
 DG3826  USGS QUAD   -  GRAHAM (1969)
 DG3826
 DG3826                         *CURRENT SURVEY CONTROL
 DG3826  ___________________________________________________________________
 DG3826* NAD 83(1992)-  33 27 28.24688(N)    085 22 03.47027(W)     ADJUSTED  
 DG3826* NAVD 88     -       291.9    (meters)     958.     (feet)  GPS OBS   
 DG3826  ___________________________________________________________________
 DG3826  X           -     430,208.743 (meters)                     COMP
 DG3826  Y           -  -5,309,467.266 (meters)                     COMP
 DG3826  Z           -   3,496,579.515 (meters)                     COMP
 DG3826  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 DG3826  ELLIP HEIGHT-         262.85  (meters)          (07/29/02) GPS OBS
 DG3826  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DG3826
 DG3826  HORZ ORDER  -  FIRST
 DG3826  ELLP ORDER  -  FOURTH    CLASS I
 DG3826
 DG3826.The horizontal coordinates were established by GPS observations
 DG3826.and adjusted by the National Geodetic Survey in September 1993..
 DG3826
 DG3826.The orthometric height was determined by GPS observations and a
 DG3826.high-resolution geoid model.
 DG3826
 DG3826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3826
 DG3826.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3826
 DG3826.The ellipsoidal height was determined by GPS observations
 DG3826.and is referenced to NAD 83.
 DG3826
 DG3826.The geoid height was determined by GEOID03.
 DG3826
 DG3826;                    North         East     Units Scale Factor Converg.
 DG3826;SPC AL E     -   328,069.266   243,293.699   MT  0.99998310   +0 15 24.3
 DG3826;SPC GA W     -   384,020.513   588,357.247   MT  1.00005362   -0 39 43.9
 DG3826;SPC GA W     - 1,259,907.30  1,930,302.07   sFT  1.00005362   -0 39 43.9
 DG3826;UTM  16      - 3,703,237.336   651,704.802   MT  0.99988374   +0 54 00.5
 DG3826
 DG3826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3826!SPC AL E     -   0.99995874  x   0.99998310  =   0.99994184
 DG3826!SPC GA W     -   0.99995874  x   1.00005362  =   1.00001235
 DG3826!UTM  16      -   0.99995874  x   0.99988374  =   0.99984248
 DG3826
 DG3826:                Primary Azimuth Mark                     Grid Az
 DG3826:SPC AL E     -  56 33                                    070 47 49.2
 DG3826:SPC GA W     -  56 33                                    071 42 57.4
 DG3826:UTM  16      -  56 33                                    070 09 13.0
 DG3826
 DG3826|---------------------------------------------------------------------|
 DG3826| PID    Reference Object                     Distance      Geod. Az  |
 DG3826|                                                           dddmmss.s |
 DG3826| DG3827 56 33                               401.969 METERS 0710313.5 |
 DG3826|---------------------------------------------------------------------|
 DG3826
 DG3826                          SUPERSEDED SURVEY CONTROL
 DG3826
 DG3826  ELLIP H (09/27/93)  262.93   (m)                       GP(       ) 4 1
 DG3826
 DG3826.Superseded values are not recommended for survey control.
 DG3826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3826.See file dsdata.txt to determine how the superseded data were derived.
 DG3826
 DG3826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5170503237(NAD 83)
 DG3826_MARKER: DD = SURVEY DISK
 DG3826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3826_SP_SET: CONCRETE POST
 DG3826_STAMPING: 56-32 1992
 DG3826_MARK LOGO: ALHD  
 DG3826_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3826+STABILITY: SURFACE MOTION
 DG3826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3826+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3826
 DG3826  HISTORY     - Date     Condition        Report By
 DG3826  HISTORY     - 1992     MONUMENTED       ALHD
 DG3826
 DG3826                          STATION DESCRIPTION
 DG3826
 DG3826'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3826'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3826'RANDOLPH COUNTY ROAD NO. 92, ABOUT 5.90 MI (9.49 KM) NORTH-NORTHEAST
 DG3826'OF WOODLAND AND ABOUT 10.40 MI (16.74 KM) EAST OF FOLSOM.
 DG3826'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3826'(MILE POST 15.70 ON ALA 48 AND MILE POST 199.50 ON U.S. 431) IN
 DG3826'WEDOWEE, DRIVE NORTHEAST ON ALA 48 FOR 16.15 MI (25.99 KM) TO MILE
 DG3826'POST 31.85 AND RANDOLPH COUNTY ROAD NO. 92 ON THE LEFT, TURN LEFT ON
 DG3826'RANDOLPH COUNTY ROAD NO. 92 AND DRIVE WEST FOR 1.50 MI (2.41 KM) TO
 DG3826'THE STATION ON THE LEFT.
 DG3826'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FIVE STRAND BARBED
 DG3826'WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 24.5 FT (7.5 M)
 DG3826'SOUTH-SOUTHEAST OF THE CENTER OF RANDOLPH COUNTY ROAD NO. 92, 25.6 FT
 DG3826'(7.8 M) WEST OF THE WEST POST OF A GAP IN THE FENCE LINE, 27.0 FT
 DG3826'(8.2 M) WEST-SOUTHWEST OF THE WEST END OF A TWELVE-INCH CONCRETE PIPE
 DG3826'UNDER A FIELD ROAD, 76.8 FT (23.4 M) SOUTH-SOUTHWEST OF A TEN-INCH
 DG3826'FENCE CORNER POST ACROSS THE ROAD, 90.5 FT (27.6 M) EAST-SOUTHEAST OF
 DG3826'A TEN-INCH FENCE CORNER POST ACROSS THE ROAD, 3.0 FT (0.9 M) NORTH OF
 DG3826'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3826'STATION 56-33 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3827 ***********************************************************************
 DG3827  DESIGNATION -  56 33
 DG3827  PID         -  DG3827
 DG3827  STATE/COUNTY-  AL/RANDOLPH
 DG3827  USGS QUAD   -  GRAHAM (1969)
 DG3827
 DG3827                         *CURRENT SURVEY CONTROL
 DG3827  ___________________________________________________________________
 DG3827* NAD 83(1992)-  33 27 32.48279(N)    085 21 48.74782(W)     ADJUSTED  
 DG3827* NAVD 88     -       298.2    (meters)     978.     (feet)  GPS OBS   
 DG3827  ___________________________________________________________________
 DG3827  X           -     430,582.321 (meters)                     COMP
 DG3827  Y           -  -5,309,370.057 (meters)                     COMP
 DG3827  Z           -   3,496,691.865 (meters)                     COMP
 DG3827  LAPLACE CORR-          -1.65  (seconds)                    DEFLEC99
 DG3827  ELLIP HEIGHT-         269.14  (meters)          (07/29/02) GPS OBS
 DG3827  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DG3827
 DG3827  HORZ ORDER  -  FIRST
 DG3827  ELLP ORDER  -  FOURTH    CLASS I
 DG3827
 DG3827.The horizontal coordinates were established by GPS observations
 DG3827.and adjusted by the National Geodetic Survey in September 1993..
 DG3827
 DG3827.The orthometric height was determined by GPS observations and a
 DG3827.high-resolution geoid model.
 DG3827
 DG3827.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3827
 DG3827.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3827
 DG3827.The ellipsoidal height was determined by GPS observations
 DG3827.and is referenced to NAD 83.
 DG3827
 DG3827.The geoid height was determined by GEOID03.
 DG3827
 DG3827;                    North         East     Units Scale Factor Converg.
 DG3827;SPC AL E     -   328,201.478   243,673.296   MT  0.99998351   +0 15 32.5
 DG3827;SPC GA W     -   384,146.629   588,738.943   MT  1.00005257   -0 39 35.8
 DG3827;SPC GA W     - 1,260,321.07  1,931,554.35   sFT  1.00005257   -0 39 35.8
 DG3827;UTM  16      - 3,703,373.789   652,082.853   MT  0.99988516   +0 54 08.7
 DG3827
 DG3827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3827!SPC AL E     -   0.99995775  x   0.99998351  =   0.99994126
 DG3827!SPC GA W     -   0.99995775  x   1.00005257  =   1.00001032
 DG3827!UTM  16      -   0.99995775  x   0.99988516  =   0.99984291
 DG3827
 DG3827:                Primary Azimuth Mark                     Grid Az
 DG3827:SPC AL E     -  56 32                                    250 47 49.1
 DG3827:SPC GA W     -  56 32                                    251 42 57.4
 DG3827:UTM  16      -  56 32                                    250 09 12.9
 DG3827
 DG3827|---------------------------------------------------------------------|
 DG3827| PID    Reference Object                     Distance      Geod. Az  |
 DG3827|                                                           dddmmss.s |
 DG3827| DG3826 56 32                               401.969 METERS 2510321.6 |
 DG3827|---------------------------------------------------------------------|
 DG3827
 DG3827                          SUPERSEDED SURVEY CONTROL
 DG3827
 DG3827  ELLIP H (09/27/93)  269.22   (m)                       GP(       ) 4 1
 DG3827
 DG3827.Superseded values are not recommended for survey control.
 DG3827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3827.See file dsdata.txt to determine how the superseded data were derived.
 DG3827
 DG3827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5208303374(NAD 83)
 DG3827_MARKER: DD = SURVEY DISK
 DG3827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3827_SP_SET: CONCRETE POST
 DG3827_STAMPING: 56-33
 DG3827_MARK LOGO: ALHD  
 DG3827_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3827+STABILITY: SURFACE MOTION
 DG3827_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3827+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3827
 DG3827  HISTORY     - Date     Condition        Report By
 DG3827  HISTORY     - 1992     MONUMENTED       ALHD
 DG3827
 DG3827                          STATION DESCRIPTION
 DG3827
 DG3827'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3827'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3827'RANDOLPH COUNTY ROAD NO. 92, ABOUT 6.05 MI (9.74 KM) NORTH-NORTHEAST
 DG3827'OF WOODLAND AND ABOUT 10.65 MI (17.14 KM) EAST OF FOLSOM.
 DG3827'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3827'(MILE POST 15.70 ON ALA 48 AND MILE POST 199.50 ON U.S. 431) IN
 DG3827'WEDOWEE, DRIVE NORTHEAST ON ALA 48 FOR 16.15 MI (25.99 KM) TO MILE
 DG3827'POST 31.85 AND RANDOLPH COUNTY ROAD NO. 92 ON THE LEFT, TURN LEFT ON
 DG3827'RANDOLPH COUNTY ROAD NO. 92 AND DRIVE WEST FOR 1.25 MI (2.01 KM) TO
 DG3827'THE STATION ON THE LEFT.
 DG3827'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FIVE STRAND BARBED
 DG3827'WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 4.5 FT (1.4 M)
 DG3827'WEST-NORTHWEST OF THE WEST ONE OF TWO CONNECTED WOOD POSTS IN THE
 DG3827'FENCE LINE, 10.9 FT (3.3 M) WEST OF THE EIGHT-FOOT TALL EAST ONE OF
 DG3827'TWO CONNECTED WOOD POSTS AT THE EAST END OF THE FENCE, 24.0 FT
 DG3827'(7.3 M) SOUTH-SOUTHEAST OF THE CENTER OF RANDOLPH COUNTY ROAD NO. 92,
 DG3827'2.8 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 DG3827'THE GROUND.
 DG3827'STATION 56-32 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3828 ***********************************************************************
 DG3828  DESIGNATION -  56 34
 DG3828  PID         -  DG3828
 DG3828  STATE/COUNTY-  AL/RANDOLPH
 DG3828  USGS QUAD   -  NEWELL (1969)
 DG3828
 DG3828                         *CURRENT SURVEY CONTROL
 DG3828  ___________________________________________________________________
 DG3828* NAD 83(1992)-  33 27 41.22279(N)    085 28 53.17616(W)     ADJUSTED  
 DG3828* NAVD 88     -       358.9    (meters)    1177.     (feet)  GPS OBS   
 DG3828  ___________________________________________________________________
 DG3828  X           -     419,648.702 (meters)                     COMP
 DG3828  Y           -  -5,310,147.450 (meters)                     COMP
 DG3828  Z           -   3,496,950.093 (meters)                     COMP
 DG3828  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 DG3828  ELLIP HEIGHT-         330.03  (meters)          (07/29/02) GPS OBS
 DG3828  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG3828
 DG3828  HORZ ORDER  -  FIRST
 DG3828  ELLP ORDER  -  FOURTH    CLASS I
 DG3828
 DG3828.The horizontal coordinates were established by GPS observations
 DG3828.and adjusted by the National Geodetic Survey in September 1993..
 DG3828
 DG3828.The orthometric height was determined by GPS observations and a
 DG3828.high-resolution geoid model.
 DG3828
 DG3828.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3828
 DG3828.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3828
 DG3828.The ellipsoidal height was determined by GPS observations
 DG3828.and is referenced to NAD 83.
 DG3828
 DG3828.The geoid height was determined by GEOID03.
 DG3828
 DG3828;                    North         East     Units Scale Factor Converg.
 DG3828;SPC AL E     -   328,427.410   232,712.285   MT  0.99997319   +0 11 38.5
 DG3828;UTM  16      - 3,703,476.610   641,121.235   MT  0.99984553   +0 50 14.8
 DG3828
 DG3828!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3828!SPC AL E     -   0.99994819  x   0.99997319  =   0.99992138
 DG3828!UTM  16      -   0.99994819  x   0.99984553  =   0.99979373
 DG3828
 DG3828:                Primary Azimuth Mark                     Grid Az
 DG3828:SPC AL E     -  56 35                                    196 29 42.9
 DG3828:UTM  16      -  56 35                                    195 51 06.6
 DG3828
 DG3828|---------------------------------------------------------------------|
 DG3828| PID    Reference Object                     Distance      Geod. Az  |
 DG3828|                                                           dddmmss.s |
 DG3828| DG3829 56 35                               409.730 METERS 1964121.4 |
 DG3828|---------------------------------------------------------------------|
 DG3828
 DG3828                          SUPERSEDED SURVEY CONTROL
 DG3828
 DG3828  ELLIP H (09/27/93)  330.11   (m)                       GP(       ) 4 1
 DG3828
 DG3828.Superseded values are not recommended for survey control.
 DG3828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3828.See file dsdata.txt to determine how the superseded data were derived.
 DG3828
 DG3828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4112103477(NAD 83)
 DG3828_MARKER: DD = SURVEY DISK
 DG3828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3828_SP_SET: CONCRETE POST
 DG3828_STAMPING: 56-34 1992
 DG3828_MARK LOGO: ALHD  
 DG3828_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3828+STABILITY: SURFACE MOTION
 DG3828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3828+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3828
 DG3828  HISTORY     - Date     Condition        Report By
 DG3828  HISTORY     - 1992     MONUMENTED       ALHD
 DG3828
 DG3828                          STATION DESCRIPTION
 DG3828
 DG3828'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3828'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3828'RANDOLPH COUNTY ROAD NO. 92, ABOUT 3.90 MI (6.28 KM) EAST OF FOLSOM
 DG3828'AND ABOUT 7.50 MI (12.07 KM) NORTHWEST OF WOODLAND.
 DG3828'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3828'(MILE POST 199.50 ON U.S. 431 AND MILE POST 15.70 ON ALA 48) IN
 DG3828'WEDOWEE, DRIVE NORTH ON U.S. 431 FOR 0.65 MI (1.05 KM) TO MILE POST
 DG3828'200.15 AND OLD 431 ON THE RIGHT, TURN RIGHT ON OLD 431 AND DRIVE
 DG3828'NORTH FOR 8.50 MI (13.68 KM) TO A PAVED CROSS ROAD WITH RANDOLPH
 DG3828'COUNTY ROAD NO. 82 LEFT AND RIGHT, TURN RIGHT ON RANDOLPH COUNTY ROAD
 DG3828'NO. 82 AND DRIVE NORTHEAST AND NORTH FOR 0.65 MI (1.05 KM) TO A
 DG3828'Y-INTERSECTION WITH RANDOLPH COUNTY ROAD NO. 82 ON THE RIGHT AND
 DG3828'RANDOLPH COUNTY ROAD NO. 25 ON THE LEFT, BEAR LEFT ON RANDOLPH COUNTY
 DG3828'ROAD NO. 25 AND DRIVE NORTH FOR 0.10 MI (0.16 KM) TO A PAVED COUNTY
 DG3828'ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTH
 DG3828'FOR 1.10 MI (1.77 KM) TO RANDOLPH COUNTY ROAD NO. 92 ON THE RIGHT,
 DG3828'TURN RIGHT ON RANDOLPH COUNTY ROAD NO. 92 AND DRIVE EAST AND
 DG3828'NORTHEAST FOR 1.40 MI (2.25 KM) TO THE STATION ON THE RIGHT.
 DG3828'THE STATION IS 3.0 FT (0.9 M) WEST NORTHWEST OF A SIX STRAND BARBED
 DG3828'WIRE FENCE ON WOOD POSTS, 21.5 FT (6.6 M) EAST-SOUTHEAST OF THE
 DG3828'CENTER OF RANDOLPH COUNTY ROAD NO. 92, 67.6 FT (20.6 M)
 DG3828'SOUTH-SOUTHWEST OF THE SOUTH POST OF A METAL GATE, 94.6 FT (28.8 M)
 DG3828'SOUTH-SOUTHWEST OF A TEN-INCH FENCE CORNER POST, 3.1 FT (0.9 M) WEST
 DG3828'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3828'STATION 56-35 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3829 ***********************************************************************
 DG3829  DESIGNATION -  56 35
 DG3829  PID         -  DG3829
 DG3829  STATE/COUNTY-  AL/RANDOLPH
 DG3829  USGS QUAD   -  NEWELL (1969)
 DG3829
 DG3829                         *CURRENT SURVEY CONTROL
 DG3829  ___________________________________________________________________
 DG3829* NAD 83(1992)-  33 27 28.48398(N)    085 28 57.73259(W)     ADJUSTED  
 DG3829* NAVD 88     -       360.3    (meters)    1182.     (feet)  GPS OBS   
 DG3829  ___________________________________________________________________
 DG3829  X           -     419,548.535 (meters)                     COMP
 DG3829  Y           -  -5,310,373.611 (meters)                     COMP
 DG3829  Z           -   3,496,623.419 (meters)                     COMP
 DG3829  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 DG3829  ELLIP HEIGHT-         331.43  (meters)          (07/29/02) GPS OBS
 DG3829  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG3829
 DG3829  HORZ ORDER  -  FIRST
 DG3829  ELLP ORDER  -  FOURTH    CLASS I
 DG3829
 DG3829.The horizontal coordinates were established by GPS observations
 DG3829.and adjusted by the National Geodetic Survey in September 1993..
 DG3829
 DG3829.The orthometric height was determined by GPS observations and a
 DG3829.high-resolution geoid model.
 DG3829
 DG3829.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3829
 DG3829.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3829
 DG3829.The ellipsoidal height was determined by GPS observations
 DG3829.and is referenced to NAD 83.
 DG3829
 DG3829.The geoid height was determined by GEOID03.
 DG3829
 DG3829;                    North         East     Units Scale Factor Converg.
 DG3829;SPC AL E     -   328,034.554   232,595.951   MT  0.99997309   +0 11 35.9
 DG3829;UTM  16      - 3,703,082.523   641,009.334   MT  0.99984514   +0 50 12.0
 DG3829
 DG3829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3829!SPC AL E     -   0.99994797  x   0.99997309  =   0.99992106
 DG3829!UTM  16      -   0.99994797  x   0.99984514  =   0.99979312
 DG3829
 DG3829:                Primary Azimuth Mark                     Grid Az
 DG3829:SPC AL E     -  56 34                                    016 29 43.0
 DG3829:UTM  16      -  56 34                                    015 51 06.9
 DG3829
 DG3829|---------------------------------------------------------------------|
 DG3829| PID    Reference Object                     Distance      Geod. Az  |
 DG3829|                                                           dddmmss.s |
 DG3829| DG3828 56 34                               409.730 METERS 0164118.9 |
 DG3829|---------------------------------------------------------------------|
 DG3829
 DG3829                          SUPERSEDED SURVEY CONTROL
 DG3829
 DG3829  ELLIP H (09/27/93)  331.51   (m)                       GP(       ) 4 1
 DG3829
 DG3829.Superseded values are not recommended for survey control.
 DG3829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3829.See file dsdata.txt to determine how the superseded data were derived.
 DG3829
 DG3829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4100903083(NAD 83)
 DG3829_MARKER: DD = SURVEY DISK
 DG3829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3829_SP_SET: CONCRETE POST
 DG3829_STAMPING: 56-35 1992
 DG3829_MARK LOGO: ALHD  
 DG3829_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3829+STABILITY: SURFACE MOTION
 DG3829_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3829+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3829
 DG3829  HISTORY     - Date     Condition        Report By
 DG3829  HISTORY     - 1992     MONUMENTED       ALHD
 DG3829
 DG3829                          STATION DESCRIPTION
 DG3829
 DG3829'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3829'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE EAST RIGHT OF WAY OF
 DG3829'RANDOLPH COUNTY ROAD NO. 92, ABOUT 4.00 MI (6.44 KM) EAST OF FOLSOM
 DG3829'AND ABOUT 7.65 MI (12.31 KM) NORTHWEST OF WOODLAND.
 DG3829'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3829'(MILE POST 199.50 ON U.S. 431 AND MILE POST 15.70 ON ALA 48) IN
 DG3829'WEDOWEE, DRIVE NORTH ON U.S. 431 FOR 0.65 MI (1.05 KM) TO MILE POST
 DG3829'200.15 AND OLD 431 ON THE RIGHT, TURN RIGHT ON OLD 431 AND DRIVE
 DG3829'NORTH FOR 8.50 MI (13.68 KM) TO A PAVED CROSS ROAD WITH RANDOLPH
 DG3829'COUNTY ROAD NO. 82 LEFT AND RIGHT, TURN RIGHT ON RANDOLPH COUNTY ROAD
 DG3829'NO. 82 AND DRIVE NORTHEAST AND NORTH FOR 0.65 MI (1.05 KM) TO A
 DG3829'Y-INTERSECTION WITH RANDOLPH COUNTY ROAD NO. 82 ON THE RIGHT AND
 DG3829'RANDOLPH COUNTY ROAD NO. 25 ON THE LEFT, BEAR LEFT ON RANDOLPH COUNTY
 DG3829'ROAD NO. 25 AND DRIVE NORTH FOR 0.10 MI (0.16 KM) TO A PAVED COUNTY
 DG3829'ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTH
 DG3829'FOR 1.10 MI (1.77 KM) TO RANDOLPH COUNTY ROAD NO. 92 ON THE RIGHT,
 DG3829'TURN RIGHT ON RANDOLPH COUNTY ROAD NO. 92 AND DRIVE EAST AND
 DG3829'NORTHEAST FOR 1.15 MI (1.85 KM) TO THE STATION ON THE RIGHT.
 DG3829'THE STATION IS 2.9 FT (0.9 M) WEST OF A HOG WIRE FENCE ON CROSS TIE
 DG3829'POSTS, 12.8 FT (3.9 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 99
 DG3829'7, 16.0 FT (4.9 M) SOUTHWEST OF A CROSS TIE FENCE CORNER POST, 33.0
 DG3829'FT (10.1 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 36.5 FT (11.1 M)
 DG3829'EAST OF THE CENTER OF RANDOLPH COUNTY ROAD NO. 92, 2.8 FT (0.9 M) WEST
 DG3829'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3829'STATION 56-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3830 ***********************************************************************
 DG3830  DESIGNATION -  56 36
 DG3830  PID         -  DG3830
 DG3830  STATE/COUNTY-  AL/RANDOLPH
 DG3830  USGS QUAD   -  OFELIA (1976)
 DG3830
 DG3830                         *CURRENT SURVEY CONTROL
 DG3830  ___________________________________________________________________
 DG3830* NAD 83(1992)-  33 18 29.62803(N)    085 34 47.01294(W)     ADJUSTED  
 DG3830* NAVD 88     -       244.6    (meters)     802.     (feet)  GPS OBS   
 DG3830  ___________________________________________________________________
 DG3830  X           -     411,252.170 (meters)                     COMP
 DG3830  Y           -  -5,320,087.879 (meters)                     COMP
 DG3830  Z           -   3,482,696.689 (meters)                     COMP
 DG3830  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 DG3830  ELLIP HEIGHT-         215.56  (meters)          (07/29/02) GPS OBS
 DG3830  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG3830
 DG3830  HORZ ORDER  -  FIRST
 DG3830  ELLP ORDER  -  FOURTH    CLASS I
 DG3830
 DG3830.The horizontal coordinates were established by GPS observations
 DG3830.and adjusted by the National Geodetic Survey in September 1993..
 DG3830
 DG3830.The orthometric height was determined by GPS observations and a
 DG3830.high-resolution geoid model.
 DG3830
 DG3830.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3830
 DG3830.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3830
 DG3830.The ellipsoidal height was determined by GPS observations
 DG3830.and is referenced to NAD 83.
 DG3830
 DG3830.The geoid height was determined by GEOID03.
 DG3830
 DG3830;                    North         East     Units Scale Factor Converg.
 DG3830;SPC AL E     -   311,407.485   223,616.772   MT  0.99996687   +0 08 21.4
 DG3830;UTM  16      - 3,686,358.214   632,218.268   MT  0.99981553   +0 46 48.2
 DG3830
 DG3830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3830!SPC AL E     -   0.99996616  x   0.99996687  =   0.99993303
 DG3830!UTM  16      -   0.99996616  x   0.99981553  =   0.99978170
 DG3830
 DG3830                          SUPERSEDED SURVEY CONTROL
 DG3830
 DG3830  ELLIP H (09/27/93)  215.64   (m)                       GP(       ) 4 1
 DG3830
 DG3830.Superseded values are not recommended for survey control.
 DG3830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3830.See file dsdata.txt to determine how the superseded data were derived.
 DG3830
 DG3830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3221886358(NAD 83)
 DG3830_MARKER: DD = SURVEY DISK
 DG3830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3830_SP_SET: CONCRETE POST
 DG3830_STAMPING: 56-36 1992
 DG3830_MARK LOGO: ALHD  
 DG3830_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3830+STABILITY: SURFACE MOTION
 DG3830_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3830+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3830
 DG3830  HISTORY     - Date     Condition        Report By
 DG3830  HISTORY     - 1992     MONUMENTED       ALHD
 DG3830
 DG3830                          STATION DESCRIPTION
 DG3830
 DG3830'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3830'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3830'ALA 48, ABOUT 5.50 MI (8.85 KM) WEST OF WEDOWEE AND ABOUT 12.95 MI
 DG3830'(20.84 KM) NORTH OF WADLEY.
 DG3830'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 WEST
 DG3830'(MILE POST 15.55 ON ALA 48 AND MILE POST 199.35 ON U.S. 431) AT A
 DG3830'TRAFFIC LIGHT IN WEDOWEE, DRIVE WEST ON ALA 48 FOR 5.75 MI (9.25 KM)
 DG3830'TO MILE POST 9.80 AND THE STATION ON THE RIGHT.
 DG3830'THE STATION IS 8.5 FT (2.6 M) SOUTH OF THE CREST OF A TEN-FOOT SLOPE
 DG3830'TO THE BACKWATER, 39.1 FT (11.9 M) WEST OF TELEPHONE CABLE POLE NO. 5
 DG3830'173, 60.0 FT (18.3 M) WEST OF THE NORTHWEST CORNER OF THE GUARDRAIL
 DG3830'AROUND A PAVED PARKING AREA, 63.8 FT (19.4 M) NORTH OF THE CENTERLINE
 DG3830'OF ALA 48, 146.8 FT (44.7 M) EAST OF A BURIED CABLE WARNING SIGN ON
 DG3830'AN ORANGE POST, 153.4 FT (46.8 M) EAST OF TELEPHONE CABLE POLE NO. 5
 DG3830'172, 2.9 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 DG3830'WITH THE GROUND.
 DG3830'STATION 56-37 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3831 ***********************************************************************
 DG3831  DESIGNATION -  56 37
 DG3831  PID         -  DG3831
 DG3831  STATE/COUNTY-  AL/RANDOLPH
 DG3831  USGS QUAD   -  OFELIA (1976)
 DG3831
 DG3831                         *CURRENT SURVEY CONTROL
 DG3831  ___________________________________________________________________
 DG3831* NAD 83(1992)-  33 18 21.93645(N)    085 34 14.57640(W)     ADJUSTED  
 DG3831* NAVD 88     -       266.3    (meters)     874.     (feet)  GPS OBS   
 DG3831  ___________________________________________________________________
 DG3831  X           -     412,100.238 (meters)                     COMP
 DG3831  Y           -  -5,320,171.012 (meters)                     COMP
 DG3831  Z           -   3,482,510.590 (meters)                     COMP
 DG3831  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DG3831  ELLIP HEIGHT-         237.32  (meters)          (07/29/02) GPS OBS
 DG3831  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DG3831
 DG3831  HORZ ORDER  -  FIRST
 DG3831  ELLP ORDER  -  FOURTH    CLASS I
 DG3831
 DG3831.The horizontal coordinates were established by GPS observations
 DG3831.and adjusted by the National Geodetic Survey in September 1993..
 DG3831
 DG3831.The orthometric height was determined by GPS observations and a
 DG3831.high-resolution geoid model.
 DG3831
 DG3831.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3831
 DG3831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3831
 DG3831.The ellipsoidal height was determined by GPS observations
 DG3831.and is referenced to NAD 83.
 DG3831
 DG3831.The geoid height was determined by GEOID03.
 DG3831
 DG3831;                    North         East     Units Scale Factor Converg.
 DG3831;SPC AL E     -   311,172.605   224,456.426   MT  0.99996737   +0 08 39.1
 DG3831;UTM  16      - 3,686,132.772   633,060.369   MT  0.99981829   +0 47 05.8
 DG3831
 DG3831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3831!SPC AL E     -   0.99996274  x   0.99996737  =   0.99993011
 DG3831!UTM  16      -   0.99996274  x   0.99981829  =   0.99978104
 DG3831
 DG3831                          SUPERSEDED SURVEY CONTROL
 DG3831
 DG3831  ELLIP H (09/27/93)  237.40   (m)                       GP(       ) 4 1
 DG3831
 DG3831.Superseded values are not recommended for survey control.
 DG3831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3831.See file dsdata.txt to determine how the superseded data were derived.
 DG3831
 DG3831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3306086133(NAD 83)
 DG3831_MARKER: DD = SURVEY DISK
 DG3831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3831_SP_SET: CONCRETE POST
 DG3831_STAMPING: 56-37 1992
 DG3831_MARK LOGO: ALHD  
 DG3831_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3831+STABILITY: SURFACE MOTION
 DG3831_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3831+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3831
 DG3831  HISTORY     - Date     Condition        Report By
 DG3831  HISTORY     - 1992     MONUMENTED       ALHD
 DG3831
 DG3831                          STATION DESCRIPTION
 DG3831
 DG3831'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3831'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3831'ALA 48, ABOUT 4.90 MI (7.89 KM) WEST OF WEDOWEE AND ABOUT 12.80 MI
 DG3831'(20.60 KM) NORTH OF WADLEY.
 DG3831'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 WEST
 DG3831'(MILE POST 15.55 ON ALA 48 AND MILE POST 199.35 ON U.S. 431) AT A
 DG3831'TRAFFIC LIGHT IN WEDOWEE, DRIVE WEST ON ALA 48 FOR 5.00 MI (8.05 KM)
 DG3831'TO MILE POST 10.55 AND A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE
 DG3831'WOODS ROAD AND DRIVE NORTH AND WEST FOR 0.20 MI (0.32 KM) TO THE
 DG3831'STATION ON THE LEFT.
 DG3831'THE STATION IS 12.0 FT (3.7 M) SOUTH OF THE CENTER OF THE WOODS ROAD,
 DG3831'114.3 FT (34.8 M) SOUTHEAST OF A POWER POLE, 115.5 FT (35.2 M)
 DG3831'SOUTHEAST OF A POLE WITH NO POWER LINES, 254.7 FT (77.6 M) WEST OF A
 DG3831'BURIED CABLE WARNING SIGN ON AN ORANGE POST ON TOP OF A HILL,
 DG3831'APPROXIMATELY 100 FT (30.5 M) NORTH OF THE CENTERLINE OF ALA 48, 3.1
 DG3831'FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3831'GROUND.
 DG3831'STATION 56-36 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3832 ***********************************************************************
 DG3832  DESIGNATION -  56 38
 DG3832  PID         -  DG3832
 DG3832  STATE/COUNTY-  AL/RANDOLPH
 DG3832  USGS QUAD   -  WEDOWEE (1969)
 DG3832
 DG3832                         *CURRENT SURVEY CONTROL
 DG3832  ___________________________________________________________________
 DG3832* NAD 83(1992)-  33 21 59.62300(N)    085 29 45.20294(W)     ADJUSTED  
 DG3832* NAVD 88     -       250.6    (meters)     822.     (feet)  GPS OBS   
 DG3832  ___________________________________________________________________
 DG3832  X           -     418,757.338 (meters)                     COMP
 DG3832  Y           -  -5,315,940.840 (meters)                     COMP
 DG3832  Z           -   3,488,105.244 (meters)                     COMP
 DG3832  LAPLACE CORR-          -1.51  (seconds)                    DEFLEC99
 DG3832  ELLIP HEIGHT-         221.62  (meters)          (07/29/02) GPS OBS
 DG3832  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DG3832
 DG3832  HORZ ORDER  -  FIRST
 DG3832  ELLP ORDER  -  FOURTH    CLASS I
 DG3832
 DG3832.The horizontal coordinates were established by GPS observations
 DG3832.and adjusted by the National Geodetic Survey in September 1993..
 DG3832
 DG3832.The orthometric height was determined by GPS observations and a
 DG3832.high-resolution geoid model.
 DG3832
 DG3832.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3832
 DG3832.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3832
 DG3832.The ellipsoidal height was determined by GPS observations
 DG3832.and is referenced to NAD 83.
 DG3832
 DG3832.The geoid height was determined by GEOID03.
 DG3832
 DG3832;                    North         East     Units Scale Factor Converg.
 DG3832;SPC AL E     -   317,899.007   231,402.961   MT  0.99997215   +0 11 08.1
 DG3832;UTM  16      - 3,692,935.547   639,930.226   MT  0.99984141   +0 49 38.6
 DG3832
 DG3832!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3832!SPC AL E     -   0.99996521  x   0.99997215  =   0.99993736
 DG3832!UTM  16      -   0.99996521  x   0.99984141  =   0.99980662
 DG3832
 DG3832                          SUPERSEDED SURVEY CONTROL
 DG3832
 DG3832  ELLIP H (09/27/93)  221.70   (m)                       GP(       ) 4 1
 DG3832
 DG3832.Superseded values are not recommended for survey control.
 DG3832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3832.See file dsdata.txt to determine how the superseded data were derived.
 DG3832
 DG3832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3993092936(NAD 83)
 DG3832_MARKER: DD = SURVEY DISK
 DG3832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3832_SP_SET: CONCRETE POST
 DG3832_STAMPING: 56-38 1992
 DG3832_MARK LOGO: ALHD  
 DG3832_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3832+STABILITY: SURFACE MOTION
 DG3832_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3832+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3832
 DG3832  HISTORY     - Date     Condition        Report By
 DG3832  HISTORY     - 1992     MONUMENTED       ALHD
 DG3832
 DG3832                          STATION DESCRIPTION
 DG3832
 DG3832'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3832'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE SOUTHWEST RIGHT OF
 DG3832'WAY OF U.S. 431, ABOUT 3.90 MI (6.28 KM) NORTH-NORTHWEST OF WEDOWEE
 DG3832'AND ABOUT 5.75 MI (9.25 KM) WEST OF WOODLAND.
 DG3832'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3832'(MILE POST 199.50 ON U.S. 431 AND MILE POST 15.70 ON ALA 48) IN
 DG3832'WEDOWEE, DRIVE NORTH ON U.S. 431 FOR 4.00 MI (6.44 KM) TO MILE POST
 DG3832'203.50 AND THE STATION ON THE LEFT.
 DG3832'THE STATION IS 55.0 FT (16.8 M) NORTHEAST OF THE CENTER OF A PAVED
 DG3832'DRIVEWAY, 89.0 FT (27.1 M) SOUTHWEST OF THE CENTERLINE OF U.S. 431,
 DG3832'102.7 FT (31.3 M) NORTHWEST OF THE NORTHWEST END OF A WEDOWEE REALTY
 DG3832'SIGN, 255.0 FT (77.7 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DG3832'SMALL BEIGE FRAME BUILDING, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE
 DG3832'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3832'STATION 56-39 1992 MAY BE USED AS AN AZIMUTH FOR THIS STAION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3833 ***********************************************************************
 DG3833  DESIGNATION -  56 39
 DG3833  PID         -  DG3833
 DG3833  STATE/COUNTY-  AL/RANDOLPH
 DG3833  USGS QUAD   -  OFELIA (1976)
 DG3833
 DG3833                         *CURRENT SURVEY CONTROL
 DG3833  ___________________________________________________________________
 DG3833* NAD 83(1992)-  33 22 14.52437(N)    085 30 06.99200(W)     ADJUSTED  
 DG3833* NAVD 88     -       250.9    (meters)     823.     (feet)  GPS OBS   
 DG3833  ___________________________________________________________________
 DG3833  X           -     418,175.993 (meters)                     COMP
 DG3833  Y           -  -5,315,733.530 (meters)                     COMP
 DG3833  Z           -   3,488,488.815 (meters)                     COMP
 DG3833  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 DG3833  ELLIP HEIGHT-         221.89  (meters)          (07/29/02) GPS OBS
 DG3833  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DG3833
 DG3833  HORZ ORDER  -  FIRST
 DG3833  ELLP ORDER  -  FOURTH    CLASS I
 DG3833
 DG3833.The horizontal coordinates were established by GPS observations
 DG3833.and adjusted by the National Geodetic Survey in September 1993..
 DG3833
 DG3833.The orthometric height was determined by GPS observations and a
 DG3833.high-resolution geoid model.
 DG3833
 DG3833.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3833
 DG3833.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3833
 DG3833.The ellipsoidal height was determined by GPS observations
 DG3833.and is referenced to NAD 83.
 DG3833
 DG3833.The geoid height was determined by GEOID03.
 DG3833
 DG3833;                    North         East     Units Scale Factor Converg.
 DG3833;SPC AL E     -   318,356.274   230,838.242   MT  0.99997172   +0 10 56.2
 DG3833;UTM  16      - 3,693,386.401   639,360.495   MT  0.99983945   +0 49 26.9
 DG3833
 DG3833!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3833!SPC AL E     -   0.99996517  x   0.99997172  =   0.99993689
 DG3833!UTM  16      -   0.99996517  x   0.99983945  =   0.99980462
 DG3833
 DG3833                          SUPERSEDED SURVEY CONTROL
 DG3833
 DG3833  ELLIP H (09/27/93)  221.97   (m)                       GP(       ) 4 1
 DG3833
 DG3833.Superseded values are not recommended for survey control.
 DG3833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3833.See file dsdata.txt to determine how the superseded data were derived.
 DG3833
 DG3833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3936093386(NAD 83)
 DG3833_MARKER: DD = SURVEY DISK
 DG3833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3833_SP_SET: CONCRETE POST
 DG3833_STAMPING: 56-39 1992
 DG3833_MARK LOGO: ALHD  
 DG3833_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3833+STABILITY: SURFACE MOTION
 DG3833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3833+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002
 DG3833
 DG3833  HISTORY     - Date     Condition        Report By
 DG3833  HISTORY     - 1992     MONUMENTED       ALHD
 DG3833  HISTORY     - 20020203 GOOD             JCLS
 DG3833  HISTORY     - 20020204 GOOD             JCLS
 DG3833
 DG3833                          STATION DESCRIPTION
 DG3833
 DG3833'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3833'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE NORTHEAST RIGHT OF
 DG3833'WAY OF U.S. 431, ABOUT 4.30 MI (6.92 KM) NORTH-NORTHWEST OF WEDOWEE
 DG3833'AND ABOUT 6.00 MI (9.66 KM) WEST OF WOODLAND.
 DG3833'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 48 EAST
 DG3833'(MILE POST 199.50 ON U.S. 431 AND MILE POST 15.70 ON ALA 48) IN
 DG3833'WEDOWEE, DRIVE NORTH ON U.S. 431 FOR 4.45 MI (7.16 KM) TO MILE POST
 DG3833'203.95 AND THE STATION ON THE RIGHT IN FRONT OF A BP SERVICE STATION.
 DG3833'THE STATION IS LOCATED IN A GRASSED AREA IN FRONT OF POPS LANDING BP
 DG3833'SERVICE STATION, 35.0 FT (10.7 M) SOUTH OF THE CENTER OF THE NORTH
 DG3833'GRAVEL DRIVEWAY TO THE SERVICE STATION, 40.8 FT (12.4 M)
 DG3833'WEST-SOUTHWEST OF A METAL LIGHT POLE, 54.0 FT (16.5 M) NORTHEAST OF
 DG3833'THE CENTERLINE OF U.S. 431, 58.2 FT (17.7 M) WEST OF THE SOUTHWEST
 DG3833'END OF A POPS LANDING SIGN, 69.3 FT (21.1 M) WEST OF A METAL BP SIGN
 DG3833'POLE, 100.0 FT (30.5 M) WEST-NORTHWEST OF THE CENTER OF THE SOUTH
 DG3833'GRAVEL DRIVEWAY TO THE SERVICE STATION, AND SET FLUSH WITH THE
 DG3833'GROUND.
 DG3833'STATION 56-38 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3833
 DG3833                          STATION RECOVERY (2002)
 DG3833
 DG3833'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 DG3833'RECOVERED IN GOOD CONDITION.
 DG3833
 DG3833                          STATION RECOVERY (2002)
 DG3833
 DG3833'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 DG3833'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3722 ***********************************************************************
 DG3722  DESIGNATION -  56 4
 DG3722  PID         -  DG3722
 DG3722  STATE/COUNTY-  AL/RANDOLPH
 DG3722  USGS QUAD   -  ROANOKE EAST (1983)
 DG3722
 DG3722                         *CURRENT SURVEY CONTROL
 DG3722  ___________________________________________________________________
 DG3722* NAD 83(1992)-  33 10 47.73559(N)    085 16 21.73073(W)     ADJUSTED  
 DG3722* NAVD 88     -       266.5    (meters)     874.     (feet)  VERTCON   
 DG3722  ___________________________________________________________________
 DG3722  X           -     440,398.553 (meters)                     COMP
 DG3722  Y           -  -5,325,600.530 (meters)                     COMP
 DG3722  Z           -   3,470,806.981 (meters)                     COMP
 DG3722  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DG3722  ELLIP HEIGHT-         237.19  (meters)          (07/29/02) GPS OBS
 DG3722  GEOID HEIGHT-         -29.31  (meters)                     GEOID03
 DG3722
 DG3722  HORZ ORDER  -  FIRST
 DG3722  ELLP ORDER  -  FOURTH    CLASS I
 DG3722
 DG3722.The horizontal coordinates were established by GPS observations
 DG3722.and adjusted by the National Geodetic Survey in September 1997..
 DG3722
 DG3722.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3722.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3722
 DG3722.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3722
 DG3722.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3722
 DG3722.The ellipsoidal height was determined by GPS observations
 DG3722.and is referenced to NAD 83.
 DG3722
 DG3722.The geoid height was determined by GEOID03.
 DG3722
 DG3722;                    North         East     Units Scale Factor Converg.
 DG3722;SPC AL E     -   297,289.362   252,284.354   MT  0.99999369   +0 18 24.6
 DG3722;SPC GA W     -   353,099.207   596,855.384   MT  1.00003113   -0 36 19.3
 DG3722;SPC GA W     - 1,158,459.65  1,958,183.04   sFT  1.00003113   -0 36 19.3
 DG3722;UTM  16      - 3,672,562.602   661,038.445   MT  0.99991975   +0 56 43.8
 DG3722
 DG3722!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3722!SPC AL E     -   0.99996276  x   0.99999369  =   0.99995645
 DG3722!SPC GA W     -   0.99996276  x   1.00003113  =   0.99999389
 DG3722!UTM  16      -   0.99996276  x   0.99991975  =   0.99988252
 DG3722
 DG3722:                Primary Azimuth Mark                     Grid Az
 DG3722:SPC AL E     -  56 5                                     030 18 21.9
 DG3722:SPC GA W     -  56 5                                     031 13 05.8
 DG3722:UTM  16      -  56 5                                     029 40 02.7
 DG3722
 DG3722|---------------------------------------------------------------------|
 DG3722| PID    Reference Object                     Distance      Geod. Az  |
 DG3722|                                                           dddmmss.s |
 DG3722| DG3723 56 5                                469.803 METERS 0303646.5 |
 DG3722|---------------------------------------------------------------------|
 DG3722
 DG3722                          SUPERSEDED SURVEY CONTROL
 DG3722
 DG3722  NAD 83(1992)-  33 10 47.73542(N)    085 16 21.73192(W) AD(       ) 1
 DG3722  ELLIP H (12/04/92)  237.26   (m)                       GP(       ) 4 1
 DG3722  NAD 83(1986)-  33 10 47.73971(N)    085 16 21.72721(W) AD(       ) 1
 DG3722  NGVD 29 (12/04/92)  266.5    (m)          874.     (f) GPS OBS        
 DG3722
 DG3722.Superseded values are not recommended for survey control.
 DG3722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3722.See file dsdata.txt to determine how the superseded data were derived.
 DG3722
 DG3722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6103872563(NAD 83)
 DG3722_MARKER: DD = SURVEY DISK
 DG3722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3722_SP_SET: CONCRETE POST
 DG3722_STAMPING: 56-4 1991
 DG3722_MARK LOGO: ALHD  
 DG3722_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3722+STABILITY: SURFACE MOTION
 DG3722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3722+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3722
 DG3722  HISTORY     - Date     Condition        Report By
 DG3722  HISTORY     - 1991     MONUMENTED       ALHD
 DG3722
 DG3722                          STATION DESCRIPTION
 DG3722
 DG3722'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3722'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE SOUTHEAST RIGHT OF
 DG3722'WAY OF ALA 22, ABOUT 6.25 MI (10.06 KM) EAST-NORTHEAST OF ROANOKE AND
 DG3722'ABOUT 15.25 MI (24.54 KM) SOUTHEAST OF WEDOWEE.
 DG3722'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 22 (MILE
 DG3722'POST 185.80 ON U. S. 431 AND MILE POST 161.85 ON ALA 22) IN ROANOKE,
 DG3722'DRIVE EAST ON ALA 22 FOR 6.15 MI (9.90 KM) TO MILE POST 168.00 AND
 DG3722'THE STATION ON THE RIGHT.
 DG3722'THE STATION IS 22.6 FT (6.9 M) SOUTH OF THE SOUTHWEST END OF AN
 DG3722'EIGHTEEN-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 26.0 FT (7.9 M)
 DG3722'SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 40.5 FT (12.3 M)
 DG3722'SOUTHEAST OF THE CENTERLINE OF ALA 22, 42.7 FT (13.0 M) SOUTH-
 DG3722'SOUTHWEST OF A SIX-INCH CHINA BERRY TREE ACROSS THE GRAVEL DRIVEWAY,
 DG3722'57.0 FT (17.4 M) EAST-NORTHEAST OF MILE POST 168, 58.4 FT (17.8 M)
 DG3722'NORTH-NORTHEAST OF TRANSFORMER POWER POLE NO. 3022, 89.7 FT (27.3 M)
 DG3722'SOUTHEAST OF CONCRETE RIGHT OF WAY MARKER PT 383 + 70.3 ACROSS ALA 22,
 DG3722'AND SET FLUSH WITH THE GROUND.
 DG3722'STATION 56-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3834 ***********************************************************************
 DG3834  DESIGNATION -  56 40
 DG3834  PID         -  DG3834
 DG3834  STATE/COUNTY-  AL/RANDOLPH
 DG3834  USGS QUAD   -  ROANOKE EAST (1983)
 DG3834
 DG3834                         *CURRENT SURVEY CONTROL
 DG3834  ___________________________________________________________________
 DG3834* NAD 83(1992)-  33 07 36.46881(N)    085 17 43.05624(W)     ADJUSTED  
 DG3834* NAVD 88     -       232.7    (meters)     763.     (feet)  GPS OBS   
 DG3834  ___________________________________________________________________
 DG3834  X           -     438,560.756 (meters)                     COMP
 DG3834  Y           -  -5,328,957.321 (meters)                     COMP
 DG3834  Z           -   3,465,855.121 (meters)                     COMP
 DG3834  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DG3834  ELLIP HEIGHT-         203.43  (meters)          (07/29/02) GPS OBS
 DG3834  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DG3834
 DG3834  HORZ ORDER  -  FIRST
 DG3834  ELLP ORDER  -  FOURTH    CLASS I
 DG3834
 DG3834.The horizontal coordinates were established by GPS observations
 DG3834.and adjusted by the National Geodetic Survey in September 1993..
 DG3834
 DG3834.The orthometric height was determined by GPS observations and a
 DG3834.high-resolution geoid model.
 DG3834
 DG3834.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3834
 DG3834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3834
 DG3834.The ellipsoidal height was determined by GPS observations
 DG3834.and is referenced to NAD 83.
 DG3834
 DG3834.The geoid height was determined by GEOID03.
 DG3834
 DG3834;                    North         East     Units Scale Factor Converg.
 DG3834;SPC AL E     -   291,385.976   250,207.808   MT  0.99999107   +0 17 38.5
 DG3834;SPC GA W     -   347,229.359   594,685.096   MT  1.00003671   -0 37 00.6
 DG3834;SPC GA W     - 1,139,201.66  1,951,062.69   sFT  1.00003671   -0 37 00.6
 DG3834;UTM  16      - 3,666,636.906   659,027.940   MT  0.99991182   +0 55 54.5
 DG3834
 DG3834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3834!SPC AL E     -   0.99996806  x   0.99999107  =   0.99995913
 DG3834!SPC GA W     -   0.99996806  x   1.00003671  =   1.00000477
 DG3834!UTM  16      -   0.99996806  x   0.99991182  =   0.99987989
 DG3834
 DG3834:                Primary Azimuth Mark                     Grid Az
 DG3834:SPC AL E     -  56 41                                    047 43 51.7
 DG3834:SPC GA W     -  56 41                                    048 38 30.8
 DG3834:UTM  16      -  56 41                                    047 05 35.7
 DG3834
 DG3834|---------------------------------------------------------------------|
 DG3834| PID    Reference Object                     Distance      Geod. Az  |
 DG3834|                                                           dddmmss.s |
 DG3834| DG3835 56 41                               445.309 METERS 0480130.2 |
 DG3834|---------------------------------------------------------------------|
 DG3834
 DG3834                          SUPERSEDED SURVEY CONTROL
 DG3834
 DG3834  ELLIP H (09/27/93)  203.50   (m)                       GP(       ) 4 1
 DG3834
 DG3834.Superseded values are not recommended for survey control.
 DG3834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3834.See file dsdata.txt to determine how the superseded data were derived.
 DG3834
 DG3834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5902866637(NAD 83)
 DG3834_MARKER: DD = SURVEY DISK
 DG3834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3834_SP_SET: CONCRETE POST
 DG3834_STAMPING: 56-40 1992
 DG3834_MARK LOGO: ALHD  
 DG3834_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3834+STABILITY: SURFACE MOTION
 DG3834_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3834+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3834
 DG3834  HISTORY     - Date     Condition        Report By
 DG3834  HISTORY     - 1992     MONUMENTED       ALHD
 DG3834
 DG3834                          STATION DESCRIPTION
 DG3834
 DG3834'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3834'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3834'A PAVED COUNTY ROAD, ABOUT 2.15 MI (3.46 KM) SOUTH OF ROCK MILLS AND
 DG3834'ABOUT 5.00 MI (8.05 KM) EAST-SOUTHEAST OF ROANOKE.
 DG3834'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 22 (MILE
 DG3834'POST 162.05 ON ALA 22 AND MILE POST 185.75 ON U.S. 431) AT A TRAFFIC
 DG3834'LIGHT IN ROANOKE, DRIVE EAST ON ALA 22 FOR 2.75 MI (4.43 KM) TO MILE
 DG3834'POST 164.80 AND RANDOLPH COUNTY ROAD NO. 16 LEFT AND RIGHT, TURN
 DG3834'RIGHT ON RANDOLPH COUNTY ROAD NO. 16 AND DRIVE SOUTHEAST FOR 2.25 MI
 DG3834'(3.62 KM) TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT ON THE
 DG3834'PAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR 0.25 MI (0.40 KM) TO THE
 DG3834'STATION ON THE LEFT.
 DG3834'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FOUR STRAND BARBED
 DG3834'WIRE FENCE ON TREATED WOOD POSTS, 26.8 FT (8.2 M) SOUTH-SOUTHEAST OF
 DG3834'THE CENTER OF THE PAVED COUNTY ROAD, 132.9 FT (40.5 M) NORTHEAST OF
 DG3834'TELEPHONE CABLE POLE NO. P7 1-12, 139.6 FT (42.6 M) NORTHEAST OF A
 DG3834'FENCE CORNER, 183.0 FT (55.8 M) SOUTHWEST OF A TELEPHONE CABLE POLE
 DG3834'AT AN ANGLE IN THE FENCE LINE, 2.7 FT (0.8 M) NORTH OF A CARSONITE
 DG3834'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3834'STATION 56-41 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3835 ***********************************************************************
 DG3835  DESIGNATION -  56 41
 DG3835  PID         -  DG3835
 DG3835  STATE/COUNTY-  AL/RANDOLPH
 DG3835  USGS QUAD   -  ROANOKE EAST (1983)
 DG3835
 DG3835                         *CURRENT SURVEY CONTROL
 DG3835  ___________________________________________________________________
 DG3835* NAD 83(1992)-  33 07 46.13595(N)    085 17 30.28449(W)     ADJUSTED  
 DG3835* NAVD 88     -       230.7    (meters)     757.     (feet)  GPS OBS   
 DG3835  ___________________________________________________________________
 DG3835  X           -     438,877.216 (meters)                     COMP
 DG3835  Y           -  -5,328,766.192 (meters)                     COMP
 DG3835  Z           -   3,466,103.396 (meters)                     COMP
 DG3835  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 DG3835  ELLIP HEIGHT-         201.34  (meters)          (07/29/02) GPS OBS
 DG3835  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DG3835
 DG3835  HORZ ORDER  -  FIRST
 DG3835  ELLP ORDER  -  FOURTH    CLASS I
 DG3835
 DG3835.The horizontal coordinates were established by GPS observations
 DG3835.and adjusted by the National Geodetic Survey in September 1993..
 DG3835
 DG3835.The orthometric height was determined by GPS observations and a
 DG3835.high-resolution geoid model.
 DG3835
 DG3835.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3835
 DG3835.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3835
 DG3835.The ellipsoidal height was determined by GPS observations
 DG3835.and is referenced to NAD 83.
 DG3835
 DG3835.The geoid height was determined by GEOID03.
 DG3835
 DG3835;                    North         East     Units Scale Factor Converg.
 DG3835;SPC AL E     -   291,685.494   250,537.332   MT  0.99999148   +0 17 45.6
 DG3835;SPC GA W     -   347,523.614   595,019.355   MT  1.00003584   -0 36 53.8
 DG3835;SPC GA W     - 1,140,167.06  1,952,159.33   sFT  1.00003584   -0 36 53.8
 DG3835;UTM  16      - 3,666,940.049   659,354.083   MT  0.99991310   +0 56 01.7
 DG3835
 DG3835!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3835!SPC AL E     -   0.99996839  x   0.99999148  =   0.99995987
 DG3835!SPC GA W     -   0.99996839  x   1.00003584  =   1.00000423
 DG3835!UTM  16      -   0.99996839  x   0.99991310  =   0.99988149
 DG3835
 DG3835:                Primary Azimuth Mark                     Grid Az
 DG3835:SPC AL E     -  56 40                                    227 43 51.6
 DG3835:SPC GA W     -  56 40                                    228 38 31.0
 DG3835:UTM  16      -  56 40                                    227 05 35.5
 DG3835
 DG3835|---------------------------------------------------------------------|
 DG3835| PID    Reference Object                     Distance      Geod. Az  |
 DG3835|                                                           dddmmss.s |
 DG3835| DG3834 56 40                               445.309 METERS 2280137.2 |
 DG3835|---------------------------------------------------------------------|
 DG3835
 DG3835                          SUPERSEDED SURVEY CONTROL
 DG3835
 DG3835  ELLIP H (09/27/93)  201.41   (m)                       GP(       ) 4 1
 DG3835
 DG3835.Superseded values are not recommended for survey control.
 DG3835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3835.See file dsdata.txt to determine how the superseded data were derived.
 DG3835
 DG3835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5935466940(NAD 83)
 DG3835_MARKER: DD = SURVEY DISK
 DG3835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3835_SP_SET: CONCRETE POST
 DG3835_STAMPING: 56-41 1992
 DG3835_MARK LOGO: ALHD  
 DG3835_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3835+STABILITY: SURFACE MOTION
 DG3835_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3835+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3835
 DG3835  HISTORY     - Date     Condition        Report By
 DG3835  HISTORY     - 1992     MONUMENTED       ALHD
 DG3835
 DG3835                          STATION DESCRIPTION
 DG3835
 DG3835'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3835'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE NORTHEAST RIGHT OF
 DG3835'WAY OF RANDOLPH COUNTY ROAD NO. 16, ABOUT 2.00 MI (3.22 KM) SOUTH OF
 DG3835'ROCK MILLS AND ABOUT 5.05 MI (8.13 KM) EAST-SOUTHEAST OF ROANOKE.
 DG3835'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 22 (MILE
 DG3835'POST 162.05 ON ALA 22 AND MILE POST 185.75 ON U.S. 431) AT A TRAFFIC
 DG3835'LIGHT IN ROANOKE, DRIVE EAST ON ALA 22 FOR 2.75 MI (4.43 KM) TO MILE
 DG3835'POST 164.80 AND RANDOLPH COUNTY ROAD NO. 16 LEFT AND RIGHT, TURN
 DG3835'RIGHT ON RANDOLPH COUNTY ROAD NO. 16 AND DRIVE SOUTHEAST FOR 2.25 MI
 DG3835'(3.62 KM) TO THE STATION ON THE LEFT.
 DG3835'THE STATION IS 26.6 FT (8.1 M) NORTHEAST OF THE CENTER OF RANDOLPH
 DG3835'COUNTY ROAD NO. 16, 27.1 FT (8.3 M) SOUTHEAST OF A JUNCTION POWER
 DG3835'POLE, 61.6 FT (18.8 M) EAST OF THE CENTER OF THE INTERSECTION OF
 DG3835'RANDOLPH COUNTY ROAD NO. 16 AND A PAVED COUNTY ROAD LEADING
 DG3835'SOUTHWEST, 80.4 FT (24.5 M) NORTHEAST OF POWER POLE NO. R3665 30
 DG3835'ACROSS RANDOLPH COUNTY ROAD NO. 16, 123.0 FT (37.5 M) WEST-NORTHWEST
 DG3835'OF A FIRE HYDRANT AT THE INTERSECTION OF A PAVED COUNTY ROAD LEADING
 DG3835'NORTHWEST, 2.5 FT (0.8 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 DG3835'SET FLUSH WITH THE GROUND.
 DG3835'STATION 56-40 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3723 ***********************************************************************
 DG3723  DESIGNATION -  56 5
 DG3723  PID         -  DG3723
 DG3723  STATE/COUNTY-  AL/RANDOLPH
 DG3723  USGS QUAD   -  ROANOKE EAST (1983)
 DG3723
 DG3723                         *CURRENT SURVEY CONTROL
 DG3723  ___________________________________________________________________
 DG3723* NAD 83(1992)-  33 11 00.85967(N)    085 16 12.49555(W)     ADJUSTED  
 DG3723* NAVD 88     -       264.4    (meters)     867.     (feet)  VERTCON   
 DG3723  ___________________________________________________________________
 DG3723  X           -     440,618.602 (meters)                     COMP
 DG3723  Y           -  -5,325,358.474 (meters)                     COMP
 DG3723  Z           -   3,471,144.210 (meters)                     COMP
 DG3723  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 DG3723  ELLIP HEIGHT-         235.04  (meters)          (07/29/02) GPS OBS
 DG3723  GEOID HEIGHT-         -29.30  (meters)                     GEOID03
 DG3723
 DG3723  HORZ ORDER  -  FIRST
 DG3723  ELLP ORDER  -  FOURTH    CLASS I
 DG3723
 DG3723.The horizontal coordinates were established by GPS observations
 DG3723.and adjusted by the National Geodetic Survey in September 1997..
 DG3723
 DG3723.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3723.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3723
 DG3723.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3723
 DG3723.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3723
 DG3723.The ellipsoidal height was determined by GPS observations
 DG3723.and is referenced to NAD 83.
 DG3723
 DG3723.The geoid height was determined by GEOID03.
 DG3723
 DG3723;                    North         East     Units Scale Factor Converg.
 DG3723;SPC AL E     -   297,694.960   252,521.424   MT  0.99999400   +0 18 29.7
 DG3723;SPC GA W     -   353,500.995   597,098.890   MT  1.00003051   -0 36 14.4
 DG3723;SPC GA W     - 1,159,777.85  1,958,981.94   sFT  1.00003051   -0 36 14.4
 DG3723;UTM  16      - 3,672,970.788   661,270.962   MT  0.99992067   +0 56 49.2
 DG3723
 DG3723!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3723!SPC AL E     -   0.99996310  x   0.99999400  =   0.99995710
 DG3723!SPC GA W     -   0.99996310  x   1.00003051  =   0.99999361
 DG3723!UTM  16      -   0.99996310  x   0.99992067  =   0.99988377
 DG3723
 DG3723:                Primary Azimuth Mark                     Grid Az
 DG3723:SPC AL E     -  56 4                                     210 18 21.8
 DG3723:SPC GA W     -  56 4                                     211 13 05.9
 DG3723:UTM  16      -  56 4                                     209 40 02.3
 DG3723
 DG3723|---------------------------------------------------------------------|
 DG3723| PID    Reference Object                     Distance      Geod. Az  |
 DG3723|                                                           dddmmss.s |
 DG3723| DG3722 56 4                                469.803 METERS 2103651.5 |
 DG3723|---------------------------------------------------------------------|
 DG3723
 DG3723                          SUPERSEDED SURVEY CONTROL
 DG3723
 DG3723  NAD 83(1992)-  33 11 00.85950(N)    085 16 12.49673(W) AD(       ) 1
 DG3723  ELLIP H (12/04/92)  235.11   (m)                       GP(       ) 4 1
 DG3723  NAD 83(1986)-  33 11 00.86379(N)    085 16 12.49202(W) AD(       ) 1
 DG3723  NGVD 29 (12/04/92)  264.3    (m)          867.     (f) GPS OBS        
 DG3723
 DG3723.Superseded values are not recommended for survey control.
 DG3723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3723.See file dsdata.txt to determine how the superseded data were derived.
 DG3723
 DG3723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6127172971(NAD 83)
 DG3723_MARKER: DD = SURVEY DISK
 DG3723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3723_SP_SET: CONCRETE POST
 DG3723_STAMPING: 56-5 1991
 DG3723_MARK LOGO: ALHD  
 DG3723_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3723+STABILITY: SURFACE MOTION
 DG3723_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3723+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 DG3723
 DG3723  HISTORY     - Date     Condition        Report By
 DG3723  HISTORY     - 1991     MONUMENTED       ALHD
 DG3723  HISTORY     - 20030710 GOOD             JCLS
 DG3723
 DG3723                          STATION DESCRIPTION
 DG3723
 DG3723'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3723'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE SOUTHEAST RIGHT OF
 DG3723'WAY OF ALA 22, ABOUT 6.50 MI (10.46 KM) EAST-NORTHEAST OF ROANOKE AND
 DG3723'ABOUT 15.25 MI (24.54 KM) SOUTHEAST OF WEDOWEE.
 DG3723'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 22 (MILE
 DG3723'POST 185.80 ON U. S. 431 AND MILE POST 161.85 ON ALA 22) IN ROANOKE,
 DG3723'DRIVE EAST ON ALA 22 FOR 6.45 MI (10.38 KM) TO MILE POST 168.30 AND
 DG3723'THE STATION ON THE RIGHT.
 DG3723'THE STATION IS 2.9 FT (0.9 M) WEST-NORTHWEST OF A FIVE STRAND BARBED
 DG3723'WIRE FENCE ON TREATED WOOD POSTS, 11.4 FT (3.5 M) SOUTHWEST OF THE
 DG3723'SOUTH POST OF A STEEL GATE, 18.0 FT (5.5 M) SOUTH OF THE CENTER OF A
 DG3723'FIELD ROAD, 45.3 FT (13.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF ALA
 DG3723'22, 90.0 FT (27.4 M) SOUTH-SOUTHWEST OF A JUNCTION POWER POLE, 2.7 FT
 DG3723'(0.8 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DG3723'WITH THE GROUND.
 DG3723'STATION 56-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3723
 DG3723                          STATION RECOVERY (2003)
 DG3723
 DG3723'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DG3723'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3836 ***********************************************************************
 DG3836  DESIGNATION -  56 6
 DG3836  PID         -  DG3836
 DG3836  STATE/COUNTY-  AL/RANDOLPH
 DG3836  USGS QUAD   -  WADLEY NORTH (1969)
 DG3836
 DG3836                         *CURRENT SURVEY CONTROL
 DG3836  ___________________________________________________________________
 DG3836* NAD 83(1992)-  33 08 10.32922(N)    085 35 28.32784(W)     ADJUSTED  
 DG3836* NAVD 88     -       253.2    (meters)     831.     (feet)  GPS OBS   
 DG3836  ___________________________________________________________________
 DG3836  X           -     410,990.687 (meters)                     COMP
 DG3836  Y           -  -5,330,599.953 (meters)                     COMP
 DG3836  Z           -   3,466,739.970 (meters)                     COMP
 DG3836  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 DG3836  ELLIP HEIGHT-         224.04  (meters)          (07/29/02) GPS OBS
 DG3836  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DG3836
 DG3836  HORZ ORDER  -  FIRST
 DG3836  ELLP ORDER  -  FOURTH    CLASS I
 DG3836
 DG3836.The horizontal coordinates were established by GPS observations
 DG3836.and adjusted by the National Geodetic Survey in September 1993..
 DG3836
 DG3836.The orthometric height was determined by GPS observations and a
 DG3836.high-resolution geoid model.
 DG3836
 DG3836.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3836
 DG3836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3836
 DG3836.The ellipsoidal height was determined by GPS observations
 DG3836.and is referenced to NAD 83.
 DG3836
 DG3836.The geoid height was determined by GEOID03.
 DG3836
 DG3836;                    North         East     Units Scale Factor Converg.
 DG3836;SPC AL E     -   292,326.349   222,592.227   MT  0.99996629   +0 07 56.5
 DG3836;UTM  16      - 3,667,269.743   631,406.815   MT  0.99981290   +0 46 12.7
 DG3836
 DG3836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3836!SPC AL E     -   0.99996483  x   0.99996629  =   0.99993112
 DG3836!UTM  16      -   0.99996483  x   0.99981290  =   0.99977773
 DG3836
 DG3836                          SUPERSEDED SURVEY CONTROL
 DG3836
 DG3836  ELLIP H (09/27/93)  224.10   (m)                       GP(       ) 4 1
 DG3836
 DG3836.Superseded values are not recommended for survey control.
 DG3836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3836.See file dsdata.txt to determine how the superseded data were derived.
 DG3836
 DG3836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3140767270(NAD 83)
 DG3836_MARKER: DD = SURVEY DISK
 DG3836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3836_SP_SET: CONCRETE POST
 DG3836_STAMPING: 56-6 1992
 DG3836_MARK LOGO: ALHD  
 DG3836_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3836+STABILITY: SURFACE MOTION
 DG3836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3836+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3836
 DG3836  HISTORY     - Date     Condition        Report By
 DG3836  HISTORY     - 1992     MONUMENTED       ALHD
 DG3836
 DG3836                          STATION DESCRIPTION
 DG3836
 DG3836'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3836'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3836'ALA 77, ABOUT 1.90 MI (3.06 KM) NORTHWEST OF WADLEY AND ABOUT 13.35
 DG3836'MI (21.48 KM) SOUTHWEST OF WEDOWEE.
 DG3836'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 77 NORTH
 DG3836'(MILE POST 19.00 ON ALA 77 AND MILE POST 148.30 ON ALA 22) IN WADLEY,
 DG3836'DRIVE NORTH AND NORTHWEST ON ALA 77 FOR 2.20 MI (3.54 KM) TO MILE
 DG3836'POST 21.20 AND THE STATION ON THE RIGHT.
 DG3836'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A FIVE STRAND BARBED
 DG3836'WIRE FENCE ON STEEL POSTS, 54.8 FT (16.7 M) NORTH-NORTHEAST OF THE
 DG3836'CENTERLINE OF ALA 77, 67.2 FT (20.5 M) WEST-NORTHWEST OF AN
 DG3836'EIGHT-INCH WOOD POST IN THE FENCE LINE, 82.2 FT (25.1 M) NORTHWEST OF
 DG3836'A POWER AND CABLE POLE, 111.1 FT (33.9 M) SOUTHEAST OF TELEPHONE
 DG3836'CABLE PEDESTAL NO. 1 37, 111.3 FT (33.9 M) SOUTHEAST OF A FIRE
 DG3836'HYDRANT, 114.0 FT (34.7 M) SOUTHEAST OF A FENCE CORNER, 127.0 FT
 DG3836'(38.7 M) EAST OF THE CENTER OF A GRAVEL ROAD, 3.0 FT (0.9 M) SOUTH OF
 DG3836'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3836'STATION 56-7 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3837 ***********************************************************************
 DG3837  DESIGNATION -  56 7
 DG3837  PID         -  DG3837
 DG3837  STATE/COUNTY-  AL/RANDOLPH
 DG3837  USGS QUAD   -  WADLEY NORTH (1969)
 DG3837
 DG3837                         *CURRENT SURVEY CONTROL
 DG3837  ___________________________________________________________________
 DG3837* NAD 83(1992)-  33 07 59.74111(N)    085 35 11.92185(W)     ADJUSTED  
 DG3837* NAVD 88     -       245.3    (meters)     805.     (feet)  GPS OBS   
 DG3837  ___________________________________________________________________
 DG3837  X           -     411,427.882 (meters)                     COMP
 DG3837  Y           -  -5,330,738.378 (meters)                     COMP
 DG3837  Z           -   3,466,462.460 (meters)                     COMP
 DG3837  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 DG3837  ELLIP HEIGHT-         216.08  (meters)          (07/29/02) GPS OBS
 DG3837  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DG3837
 DG3837  HORZ ORDER  -  FIRST
 DG3837  ELLP ORDER  -  FOURTH    CLASS I
 DG3837
 DG3837.The horizontal coordinates were established by GPS observations
 DG3837.and adjusted by the National Geodetic Survey in September 1993..
 DG3837
 DG3837.The orthometric height was determined by GPS observations and a
 DG3837.high-resolution geoid model.
 DG3837
 DG3837.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3837
 DG3837.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3837
 DG3837.The ellipsoidal height was determined by GPS observations
 DG3837.and is referenced to NAD 83.
 DG3837
 DG3837.The geoid height was determined by GEOID03.
 DG3837
 DG3837;                    North         East     Units Scale Factor Converg.
 DG3837;SPC AL E     -   292,001.159   223,018.211   MT  0.99996653   +0 08 05.4
 DG3837;UTM  16      - 3,666,949.364   631,836.327   MT  0.99981430   +0 46 21.5
 DG3837
 DG3837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3837!SPC AL E     -   0.99996608  x   0.99996653  =   0.99993261
 DG3837!UTM  16      -   0.99996608  x   0.99981430  =   0.99978038
 DG3837
 DG3837                          SUPERSEDED SURVEY CONTROL
 DG3837
 DG3837  ELLIP H (09/27/93)  216.14   (m)                       GP(       ) 4 1
 DG3837
 DG3837.Superseded values are not recommended for survey control.
 DG3837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3837.See file dsdata.txt to determine how the superseded data were derived.
 DG3837
 DG3837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3183666949(NAD 83)
 DG3837_MARKER: DD = SURVEY DISK
 DG3837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3837_SP_SET: CONCRETE POST
 DG3837_STAMPING: 56-7 1992
 DG3837_MARK LOGO: ALHD  
 DG3837_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3837+STABILITY: SURFACE MOTION
 DG3837_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3837+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3837
 DG3837  HISTORY     - Date     Condition        Report By
 DG3837  HISTORY     - 1992     MONUMENTED       ALHD
 DG3837
 DG3837                          STATION DESCRIPTION
 DG3837
 DG3837'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3837'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3837'ALA 77, ABOUT 1.60 MI (2.57 KM) NORTHWEST OF WADLEY AND ABOUT 13.40
 DG3837'MI (21.56 KM) SOUTHWEST OF WEDOWEE.
 DG3837'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 77 NORTH
 DG3837'(MILE POST 19.00 ON ALA 77 AND MILE POST 148.30 ON ALA 22) IN WADLEY,
 DG3837'DRIVE NORTH AND NORTHWEST ON ALA 77 FOR 1.80 MI (2.90 KM) TO MILE
 DG3837'POST 20.80 AND THE STATION ON THE RIGHT.
 DG3837'THE STATION IS 4.8 FT (1.5 M) SOUTH-SOUTHWEST OF A FOUR STRAND BARBED
 DG3837'WIRE FENCE ON STEEL POSTS, 18.0 FT (5.5 M) NORTH-NORTHEAST OF THE
 DG3837'CREST OF AN EIGHT-FOOT BACKSLOPE, 34.4 FT (10.5 M) WEST-NORTHWEST OF
 DG3837'A POWER AND CABLE POLE, 57.0 FT (17.4 M) NORTH-NORTHEAST OF THE
 DG3837'CENTERLINE OF ALA 77, 4.7 FT (1.4 M) SOUTHWEST OF A CARSONITE WITNESS
 DG3837'POST, AND SET FLUSH WITH THE GROUND.
 DG3837'STATION 56-6 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3838 ***********************************************************************
 DG3838  DESIGNATION -  56 8
 DG3838  PID         -  DG3838
 DG3838  STATE/COUNTY-  AL/RANDOLPH
 DG3838  USGS QUAD   -  ROANOKE WEST (1983)
 DG3838
 DG3838                         *CURRENT SURVEY CONTROL
 DG3838  ___________________________________________________________________
 DG3838* NAD 83(1992)-  33 07 49.82018(N)    085 29 24.31706(W)     ADJUSTED  
 DG3838* NAVD 88     -       251.3    (meters)     824.     (feet)  GPS OBS   
 DG3838  ___________________________________________________________________
 DG3838  X           -     420,424.376 (meters)                     COMP
 DG3838  Y           -  -5,330,209.022 (meters)                     COMP
 DG3838  Z           -   3,466,209.795 (meters)                     COMP
 DG3838  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 DG3838  ELLIP HEIGHT-         222.10  (meters)          (07/29/02) GPS OBS
 DG3838  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DG3838
 DG3838  HORZ ORDER  -  FIRST
 DG3838  ELLP ORDER  -  FOURTH    CLASS I
 DG3838
 DG3838.The horizontal coordinates were established by GPS observations
 DG3838.and adjusted by the National Geodetic Survey in September 1993..
 DG3838
 DG3838.The orthometric height was determined by GPS observations and a
 DG3838.high-resolution geoid model.
 DG3838
 DG3838.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3838
 DG3838.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3838
 DG3838.The ellipsoidal height was determined by GPS observations
 DG3838.and is referenced to NAD 83.
 DG3838
 DG3838.The geoid height was determined by GEOID03.
 DG3838
 DG3838;                    North         East     Units Scale Factor Converg.
 DG3838;SPC AL E     -   291,720.883   232,028.862   MT  0.99997264   +0 11 15.4
 DG3838;UTM  16      - 3,666,769.431   640,848.276   MT  0.99984460   +0 49 31.4
 DG3838
 DG3838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3838!SPC AL E     -   0.99996513  x   0.99997264  =   0.99993777
 DG3838!UTM  16      -   0.99996513  x   0.99984460  =   0.99980974
 DG3838
 DG3838                          SUPERSEDED SURVEY CONTROL
 DG3838
 DG3838  ELLIP H (09/27/93)  222.17   (m)                       GP(       ) 4 1
 DG3838
 DG3838.Superseded values are not recommended for survey control.
 DG3838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3838.See file dsdata.txt to determine how the superseded data were derived.
 DG3838
 DG3838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4084866769(NAD 83)
 DG3838_MARKER: DD = SURVEY DISK
 DG3838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3838_SP_SET: CONCRETE POST
 DG3838_STAMPING: 56-8 1992
 DG3838_MARK LOGO: ALHD  
 DG3838_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3838+STABILITY: SURFACE MOTION
 DG3838_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3838+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3838
 DG3838  HISTORY     - Date     Condition        Report By
 DG3838  HISTORY     - 1992     MONUMENTED       ALHD
 DG3838
 DG3838                          STATION DESCRIPTION
 DG3838
 DG3838'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3838'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3838'ALA 22, ABOUT 4.40 MI (7.08 KM) EAST OF WADLEY AND ABOUT 6.75 MI
 DG3838'(10.86 KM) WEST-SOUTHWEST OF ROANOKE.
 DG3838'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 77 NORTH
 DG3838'(MILE POST 148.30 ON ALA 22 AND MILE POST 19.00 ON ALA 77) IN WADLEY,
 DG3838'DRIVE EAST ON ALA 22 FOR 4.85 MI (7.81 KM) TO MILE POST 153.15 AND
 DG3838'THE STATION ON THE LEFT.
 DG3838'THE STATION IS 4.1 FT (1.2 M) SOUTH-SOUTHWEST OF A HOG WIRE FENCE WITH
 DG3838'ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 17.0 FT (5.2 M)
 DG3838'NORTH-NORTHEAST OF THE CREST OF AN EIGHT-FOOT BACKSLOPE, 46.5 FT
 DG3838'(14.2 M) NORTH-NORTHEAST OF THE CENTERLINE OF ALA 22, 97.1 FT
 DG3838'(29.6 M) WEST-NORTHWEST OF THE WEST ONE OF TWO CONNECTED WOOD POSTS
 DG3838'IN THE FENCE LINE, 3.9 FT (1.2 M) SOUTH OF A CARSONITE WITNESS POST,
 DG3838'AND SET FLUSH WITH THE GROUND.
 DG3838'STATION 56-9 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3839 ***********************************************************************
 DG3839  DESIGNATION -  56 9
 DG3839  PID         -  DG3839
 DG3839  STATE/COUNTY-  AL/RANDOLPH
 DG3839  USGS QUAD   -  ROANOKE WEST (1983)
 DG3839
 DG3839                         *CURRENT SURVEY CONTROL
 DG3839  ___________________________________________________________________
 DG3839* NAD 83(1992)-  33 07 38.10158(N)    085 29 05.49036(W)     ADJUSTED  
 DG3839* NAVD 88     -       220.6    (meters)     724.     (feet)  GPS OBS   
 DG3839  ___________________________________________________________________
 DG3839  X           -     420,924.394 (meters)                     COMP
 DG3839  Y           -  -5,330,341.688 (meters)                     COMP
 DG3839  Z           -   3,465,890.668 (meters)                     COMP
 DG3839  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DG3839  ELLIP HEIGHT-         191.39  (meters)          (07/29/02) GPS OBS
 DG3839  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG3839
 DG3839  HORZ ORDER  -  FIRST
 DG3839  ELLP ORDER  -  FOURTH    CLASS I
 DG3839
 DG3839.The horizontal coordinates were established by GPS observations
 DG3839.and adjusted by the National Geodetic Survey in September 1993..
 DG3839
 DG3839.The orthometric height was determined by GPS observations and a
 DG3839.high-resolution geoid model.
 DG3839
 DG3839.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3839
 DG3839.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3839
 DG3839.The ellipsoidal height was determined by GPS observations
 DG3839.and is referenced to NAD 83.
 DG3839
 DG3839.The geoid height was determined by GEOID03.
 DG3839
 DG3839;                    North         East     Units Scale Factor Converg.
 DG3839;SPC AL E     -   291,361.485   232,518.052   MT  0.99997303   +0 11 25.6
 DG3839;UTM  16      - 3,666,415.545   641,341.373   MT  0.99984631   +0 49 41.4
 DG3839
 DG3839!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3839!SPC AL E     -   0.99996995  x   0.99997303  =   0.99994298
 DG3839!UTM  16      -   0.99996995  x   0.99984631  =   0.99981627
 DG3839
 DG3839                          SUPERSEDED SURVEY CONTROL
 DG3839
 DG3839  ELLIP H (09/27/93)  191.45   (m)                       GP(       ) 4 1
 DG3839
 DG3839.Superseded values are not recommended for survey control.
 DG3839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3839.See file dsdata.txt to determine how the superseded data were derived.
 DG3839
 DG3839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4134166416(NAD 83)
 DG3839_MARKER: DD = SURVEY DISK
 DG3839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3839_SP_SET: CONCRETE POST
 DG3839_STAMPING: 56-9 1992
 DG3839_MARK LOGO: ALHD  
 DG3839_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3839+STABILITY: SURFACE MOTION
 DG3839_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3839+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3839
 DG3839  HISTORY     - Date     Condition        Report By
 DG3839  HISTORY     - 1992     MONUMENTED       ALHD
 DG3839
 DG3839                          STATION DESCRIPTION
 DG3839
 DG3839'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3839'THE STATION IS LOCATED IN RANDOLPH COUNTY ON THE WEST RIGHT OF WAY OF
 DG3839'A COUNTY GRAVEL ROAD, ABOUT 4.60 MI (7.40 KM) EAST OF WADLEY AND
 DG3839'ABOUT 6.50 MI (10.46 KM) WEST-SOUTHWEST OF ROANOKE.
 DG3839'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 77 NORTH
 DG3839'(MILE POST 148.30 ON ALA 22 AND MILE POST 19.00 ON ALA 77) IN WADLEY,
 DG3839'DRIVE EAST ON ALA 22 FOR 5.15 MI (8.29 KM) TO MILE POST 153.45 AND
 DG3839'THE A COUNTY GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE COUNTY
 DG3839'GRAVEL ROAD AND DRIVE SOUTHEAST FOR 0.05 MI (0.08 KM) TO THE STATION
 DG3839'ON THE LEFT.
 DG3839'THE STATION IS 31.0 FT (9.4 M) NORTH-NORTHWEST OF THE NORTH END OF A
 DG3839'FIFTEEN-INCH CONCRETE PIPE UNDER THE EAST-WEST GRAVEL ROAD, 34.0 FT
 DG3839'(10.4 M) WEST OF THE CENTER OF THE NORTH-SOUTH ROAD, 35.5 FT
 DG3839'(10.8 M) NORTHEAST OF THE CENTER OF THE EAST-WEST GRAVEL ROAD, 148.0
 DG3839'FT (45.1 M) SOUTH OF THE CENTERLINE OF ALA 22, 2.6 FT (0.8 M)
 DG3839'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3839'STATION 56-8 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0945 ***********************************************************************
 DH0945  DESIGNATION -  561 B 15
 DH0945  PID         -  DH0945
 DH0945  STATE/COUNTY-  AL/JEFFERSON
 DH0945  USGS QUAD   -  BESSEMER (1988)
 DH0945
 DH0945                         *CURRENT SURVEY CONTROL
 DH0945  ___________________________________________________________________
 DH0945* NAD 83(1986)-  33 23 56.     (N)    086 53 40.     (W)     SCALED    
 DH0945* NAVD 88     -       253.581  (meters)     831.96   (feet)  ADJUSTED  
 DH0945  ___________________________________________________________________
 DH0945  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0945  DYNAMIC HT  -         253.301 (meters)     831.04  (feet)  COMP
 DH0945  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 DH0945
 DH0945  VERT ORDER  -  SECOND    CLASS 0
 DH0945
 DH0945.The horizontal coordinates were scaled from a topographic map and have
 DH0945.an estimated accuracy of +/- 6 seconds.
 DH0945
 DH0945.The orthometric height was determined by differential leveling
 DH0945.and adjusted by the National Geodetic Survey in June 1991..
 DH0945
 DH0945.The geoid height was determined by GEOID03.
 DH0945
 DH0945.The dynamic height is computed by dividing the NAVD 88
 DH0945.geopotential number by the normal gravity value computed on the
 DH0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0945.degrees latitude (g = 980.6199 gals.).
 DH0945
 DH0945.The modeled gravity was interpolated from observed gravity values.
 DH0945
 DH0945;                    North         East    Units  Estimated Accuracy
 DH0945;SPC AL W     -   377,010.      656,330.      MT  (+/- 180 meters Scaled)
 DH0945
 DH0945                          SUPERSEDED SURVEY CONTROL
 DH0945
 DH0945  NGVD 29 (??/??/92)  253.54   (m)          831.8    (f) COMPUTED    2 0
 DH0945
 DH0945.Superseded values are not recommended for survey control.
 DH0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0945.See file dsdata.txt to determine how the superseded data were derived.
 DH0945
 DH0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB098955(NAD 83)
 DH0945_MARKER: DD = SURVEY DISK
 DH0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0945_STAMPING: 561 B 15
 DH0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0945+STABILITY: SURFACE MOTION
 DH0945
 DH0945  HISTORY     - Date     Condition        Report By
 DH0945  HISTORY     - UNK      MONUMENTED       ALGS
 DH0945  HISTORY     - 1947     GOOD             NGS
 DH0945  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH0945
 DH0945                          STATION DESCRIPTION
 DH0945
 DH0945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0945'1.1 MI SW FROM SHANNON.
 DH0945'ABOUT 1.1 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO BESSEMER FROM
 DH0945'THE SCHOOL AT SHANNON, AT THE JUNCTION OF A DIM WOODS ROAD LEADING
 DH0945'SOUTHEAST, 19 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 44.5
 DH0945'FEET SOUTHWEST OF THE CENTER LINE OF THE WOODS ROAD, 19 FEET WEST OF A
 DH0945'TRIANGULAR BLAZED 12 INCH OAK TREE, 257 FEET SOUTH-SOUTHWEST AND
 DH0945'ACROSS THE ROAD FROM A POWER POLE, 215 FEET EAST-NORTHEAST AND ACROSS
 DH0945'THE ROAD FROM A POWER POLE, ABOUT 1 FOOT ABOVE THE ROAD, AND SET IN
 DH0945'THE TOP OF A CONCRETE POST PROJECTING 1 INCH. NOTE-- MARK MAY REACHED
 DH0945'BY GOING ABOUT 1.95 MILES SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND
 DH0945'COAST RAILROAD FROM THE STATION AT BESSEMER, THENCE ABOUT 0.4 MILE
 DH0945'EAST ALONG A PAVED ROAD, THENCE ABOUT 2.8 MILES NORTHEAST ALONG A
 DH0945'GRAVEL ROAD LEADING TO SHANNON.  NOTE-- THE ROAD HAS BEEN IMPROVED.
 DH0945
 DH0945                          STATION RECOVERY (1958)
 DH0945
 DH0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0947 ***********************************************************************
 DH0947  DESIGNATION -  561 B 7
 DH0947  PID         -  DH0947
 DH0947  STATE/COUNTY-  AL/JEFFERSON
 DH0947  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 DH0947
 DH0947                         *CURRENT SURVEY CONTROL
 DH0947  ___________________________________________________________________
 DH0947* NAD 83(1986)-  33 24 20.     (N)    086 52 28.     (W)     SCALED    
 DH0947* NAVD 88     -       207.619  (meters)     681.16   (feet)  ADJUSTED  
 DH0947  ___________________________________________________________________
 DH0947  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0947  DYNAMIC HT  -         207.390 (meters)     680.41  (feet)  COMP
 DH0947  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 DH0947
 DH0947  VERT ORDER  -  SECOND    CLASS 0
 DH0947
 DH0947.The horizontal coordinates were scaled from a topographic map and have
 DH0947.an estimated accuracy of +/- 6 seconds.
 DH0947
 DH0947.The orthometric height was determined by differential leveling
 DH0947.and adjusted by the National Geodetic Survey in June 1991..
 DH0947
 DH0947.The geoid height was determined by GEOID03.
 DH0947
 DH0947.The dynamic height is computed by dividing the NAVD 88
 DH0947.geopotential number by the normal gravity value computed on the
 DH0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0947.degrees latitude (g = 980.6199 gals.).
 DH0947
 DH0947.The modeled gravity was interpolated from observed gravity values.
 DH0947
 DH0947;                    North         East    Units  Estimated Accuracy
 DH0947;SPC AL W     -   377,760.      658,190.      MT  (+/- 180 meters Scaled)
 DH0947
 DH0947                          SUPERSEDED SURVEY CONTROL
 DH0947
 DH0947  NGVD 29 (??/??/92)  207.58   (m)          681.0    (f) COMPUTED    2 0
 DH0947
 DH0947.Superseded values are not recommended for survey control.
 DH0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0947.See file dsdata.txt to determine how the superseded data were derived.
 DH0947
 DH0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB116962(NAD 83)
 DH0947_MARKER: DD = SURVEY DISK
 DH0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0947_STAMPING: 561 B 7
 DH0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0947+STABILITY: SURFACE MOTION
 DH0947
 DH0947  HISTORY     - Date     Condition        Report By
 DH0947  HISTORY     - UNK      MONUMENTED       ALGS
 DH0947  HISTORY     - 1947     GOOD             NGS
 DH0947
 DH0947                          STATION DESCRIPTION
 DH0947
 DH0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0947'IN SHANNON.
 DH0947'AT SHANNON, ABOUT 0.35 MILE EAST OF THE SCHOOL AT SHANNON, 50.5 FEET
 DH0947'SOUTHEAST OF THE SOUTHEAST CORNER OF THE POST OFFICE, ABOUT 50 FEET
 DH0947'WEST OF THE TOP OF A GRADE, 80 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DH0947'OF A SMALL HOUSE WITH SCREENED IN PORCH, 17 FEET NORTH OF THE CENTER
 DH0947'LINE OF THE ROAD, ABOUT 1 FOOT ABOVE THE ROAD LEVEL AND SET IN THE TOP
 DH0947'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0893 ***********************************************************************
 DH0893  DESIGNATION -  566 B 101
 DH0893  PID         -  DH0893
 DH0893  STATE/COUNTY-  AL/SHELBY
 DH0893  USGS QUAD   -  COLUMBIANA (1980)
 DH0893
 DH0893                         *CURRENT SURVEY CONTROL
 DH0893  ___________________________________________________________________
 DH0893* NAD 83(1986)-  33 10 03.     (N)    086 37 09.     (W)     SCALED    
 DH0893* NAVD 88     -       186.289  (meters)     611.18   (feet)  ADJUSTED  
 DH0893  ___________________________________________________________________
 DH0893  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0893  DYNAMIC HT  -         186.081 (meters)     610.50  (feet)  COMP
 DH0893  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 DH0893
 DH0893  VERT ORDER  -  SECOND    CLASS 0
 DH0893
 DH0893.The horizontal coordinates were scaled from a topographic map and have
 DH0893.an estimated accuracy of +/- 6 seconds.
 DH0893
 DH0893.The orthometric height was determined by differential leveling
 DH0893.and adjusted by the National Geodetic Survey in June 1991..
 DH0893
 DH0893.The geoid height was determined by GEOID03.
 DH0893
 DH0893.The dynamic height is computed by dividing the NAVD 88
 DH0893.geopotential number by the normal gravity value computed on the
 DH0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0893.degrees latitude (g = 980.6199 gals.).
 DH0893
 DH0893.The modeled gravity was interpolated from observed gravity values.
 DH0893
 DH0893;                    North         East    Units  Estimated Accuracy
 DH0893;SPC AL W     -   351,530.      682,160.      MT  (+/- 180 meters Scaled)
 DH0893
 DH0893                          SUPERSEDED SURVEY CONTROL
 DH0893
 DH0893  NGVD 29 (??/??/92)  186.239  (m)          611.02   (f) ADJ UNCH    2 0
 DH0893
 DH0893.Superseded values are not recommended for survey control.
 DH0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0893.See file dsdata.txt to determine how the superseded data were derived.
 DH0893
 DH0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB355699(NAD 83)
 DH0893_MARKER: DD = SURVEY DISK
 DH0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0893_STAMPING: 566 B 101
 DH0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0893+STABILITY: SURFACE MOTION
 DH0893
 DH0893  HISTORY     - Date     Condition        Report By
 DH0893  HISTORY     - UNK      MONUMENTED       ALGS
 DH0893  HISTORY     - 1949     GOOD             NGS
 DH0893
 DH0893                          STATION DESCRIPTION
 DH0893
 DH0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0893'1.1 MI SW FROM COLUMBIANA.
 DH0893'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0893'AT COLUMBIANA, ABOUT 0.2 MILE SOUTHWEST OF A SMALL CEMETERY ON
 DH0893'SOUTHEAST SIDE OF HIGHWAY, ABOUT 75 YARDS SOUTHWEST OF THE TOP OF A
 DH0893'GRADE, 185 FEET SOUTHWEST OF THE WEST CORNER OF SYKES GARAGE, 74 FEET
 DH0893'NORTHEAST OF A HIGHWAY R/W MARKER POST, 28 FEET SOUTHEAST OF THE
 DH0893'CENTER LINE OF THE HIGHWAY, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 DH0893'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 DH0893'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0994 ***********************************************************************
 DH0994  DESIGNATION -  566 B 13
 DH0994  PID         -  DH0994
 DH0994  STATE/COUNTY-  AL/SHELBY
 DH0994  USGS QUAD   -  CHELSEA (1978)
 DH0994
 DH0994                         *CURRENT SURVEY CONTROL
 DH0994  ___________________________________________________________________
 DH0994* NAD 83(1986)-  33 21 56.     (N)    086 39 44.     (W)     SCALED    
 DH0994* NAVD 88     -       203.918  (meters)     669.02   (feet)  ADJUSTED  
 DH0994  ___________________________________________________________________
 DH0994  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0994  DYNAMIC HT  -         203.693 (meters)     668.28  (feet)  COMP
 DH0994  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 DH0994
 DH0994  VERT ORDER  -  SECOND    CLASS 0
 DH0994
 DH0994.The horizontal coordinates were scaled from a topographic map and have
 DH0994.an estimated accuracy of +/- 6 seconds.
 DH0994
 DH0994.The orthometric height was determined by differential leveling
 DH0994.and adjusted by the National Geodetic Survey in June 1991..
 DH0994
 DH0994.The geoid height was determined by GEOID03.
 DH0994
 DH0994.The dynamic height is computed by dividing the NAVD 88
 DH0994.geopotential number by the normal gravity value computed on the
 DH0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0994.degrees latitude (g = 980.6199 gals.).
 DH0994
 DH0994.The modeled gravity was interpolated from observed gravity values.
 DH0994
 DH0994;                    North         East    Units  Estimated Accuracy
 DH0994;SPC AL W     -   373,470.      677,960.      MT  (+/- 180 meters Scaled)
 DH0994
 DH0994                          SUPERSEDED SURVEY CONTROL
 DH0994
 DH0994  NGVD 29 (??/??/92)  203.85   (m)          668.8    (f) COMPUTED    2 0
 DH0994
 DH0994.Superseded values are not recommended for survey control.
 DH0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0994.See file dsdata.txt to determine how the superseded data were derived.
 DH0994
 DH0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB314918(NAD 83)
 DH0994_MARKER: DD = SURVEY DISK
 DH0994_SETTING: 80 = SET IN A BOULDER
 DH0994_SP_SET: BOULDER
 DH0994_STAMPING: 566 B 13
 DH0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0994+STABILITY: SURFACE MOTION
 DH0994
 DH0994  HISTORY     - Date     Condition        Report By
 DH0994  HISTORY     - UNK      MONUMENTED       ALGS
 DH0994  HISTORY     - 1947     GOOD             NGS
 DH0994
 DH0994                          STATION DESCRIPTION
 DH0994
 DH0994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0994'3.45 MI NW FROM CHELSEA.
 DH0994'ABOUT 1.75 MILES WEST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 DH0994'FROM THE STATION AT CHELSEA, THENCE ABOUT 1.7 MILES NORTHWEST ALONG
 DH0994'STATE HIGHWAY 91, 260 FEET WEST OF THE NORTHWEST CORNER OF THE
 DH0994'CATCHBASIN FOR A CULVERT UNDER THE HIGHWAY, 60 FEET WEST OF A
 DH0994'PROMINENT BOULDER WITH SIGN NARROWS INN PAINTED ON IT, 130 FEET
 DH0994'SOUTHEAST OF A POWER POLE, 31 FEET SOUTH-WEST OF THE CENTER OF THE
 DH0994'HIGHWAY.  A BRONZE DISK SET IN THE TOP OF A BOULDER THAT IS ABOUT 3
 DH0994'FEET IN DIAMETER AND PROJECTS ABOUT 1 FOOT ABOVE THE GROUND AND IS
 DH0994'ABOUT 2 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0878 ***********************************************************************
 DH0878  DESIGNATION -  566 B 68
 DH0878  PID         -  DH0878
 DH0878  STATE/COUNTY-  AL/SHELBY
 DH0878  USGS QUAD   -  WESTOVER (1982)
 DH0878
 DH0878                         *CURRENT SURVEY CONTROL
 DH0878  ___________________________________________________________________
 DH0878* NAD 83(1986)-  33 17 41.     (N)    086 33 20.     (W)     SCALED    
 DH0878* NAVD 88     -       154.390  (meters)     506.53   (feet)  ADJUSTED  
 DH0878  ___________________________________________________________________
 DH0878  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH0878  DYNAMIC HT  -         154.219 (meters)     505.97  (feet)  COMP
 DH0878  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 DH0878
 DH0878  VERT ORDER  -  SECOND    CLASS 0
 DH0878
 DH0878.The horizontal coordinates were scaled from a topographic map and have
 DH0878.an estimated accuracy of +/- 6 seconds.
 DH0878
 DH0878.The orthometric height was determined by differential leveling
 DH0878.and adjusted by the National Geodetic Survey in June 1991..
 DH0878
 DH0878.The geoid height was determined by GEOID03.
 DH0878
 DH0878.The dynamic height is computed by dividing the NAVD 88
 DH0878.geopotential number by the normal gravity value computed on the
 DH0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0878.degrees latitude (g = 980.6199 gals.).
 DH0878
 DH0878.The modeled gravity was interpolated from observed gravity values.
 DH0878
 DH0878;                    North         East    Units  Estimated Accuracy
 DH0878;SPC AL W     -   365,700.      687,960.      MT  (+/- 180 meters Scaled)
 DH0878
 DH0878                          SUPERSEDED SURVEY CONTROL
 DH0878
 DH0878  NGVD 29 (??/??/92)  154.337  (m)          506.35   (f) ADJ UNCH    2 0
 DH0878
 DH0878.Superseded values are not recommended for survey control.
 DH0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0878.See file dsdata.txt to determine how the superseded data were derived.
 DH0878
 DH0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB413840(NAD 83)
 DH0878_MARKER: DD = SURVEY DISK
 DH0878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0878_STAMPING: 566 B 68
 DH0878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0878+STABILITY: SURFACE MOTION
 DH0878
 DH0878  HISTORY     - Date     Condition        Report By
 DH0878  HISTORY     - UNK      MONUMENTED       ALGS
 DH0878  HISTORY     - 1949     GOOD             NGS
 DH0878
 DH0878                          STATION DESCRIPTION
 DH0878
 DH0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0878'4.15 MI S FROM WESTOVER.
 DH0878'ABOUT 4.15 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO BLUE SPRINGS
 DH0878'CHURCH FROM THE ATLANTIC COAST LINE RAILWAY STATION AT WESTOVER, ABOUT
 DH0878'0.95 MILE SOUTH OF A 50-FOOT BRIDGE OVER YELLOWLEAF CREEK, ABOUT 0.3
 DH0878'MILE NORTHWEST OF A SMALL CEMETERY, ABOUT 0.25 MILE NORTHWEST OF A
 DH0878'SIDE ROAD WEST, SET ON A HIGH BANK ON THE INSIDE OF A CURVE WITH
 DH0878'TANGENTS NORTH AND SOUTHEAST, 65 FEET NORTHEAST OF THE CENTER LINE OF
 DH0878'THE ROAD, 7 FEET WEST-NORTHWEST OF THE 1ST POWER POLE SOUTHEAST OF A
 DH0878'POWER POLE WITH TRANSFORMER, 43 FEET NORTHEAST OF A FENCE LINE, 2 FEET
 DH0878'NORTH OF A WHITE WOODEN WITNESS POST, 10 FEET ABOVE THE ROAD AND SET
 DH0878'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0880 ***********************************************************************
 DH0880  DESIGNATION -  566 B 76
 DH0880  PID         -  DH0880
 DH0880  STATE/COUNTY-  AL/SHELBY
 DH0880  USGS QUAD   -  WESTOVER (1982)
 DH0880
 DH0880                         *CURRENT SURVEY CONTROL
 DH0880  ___________________________________________________________________
 DH0880* NAD 83(1986)-  33 16 28.     (N)    086 33 12.     (W)     SCALED    
 DH0880* NAVD 88     -       163.923  (meters)     537.80   (feet)  ADJUSTED  
 DH0880  ___________________________________________________________________
 DH0880  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH0880  DYNAMIC HT  -         163.741 (meters)     537.21  (feet)  COMP
 DH0880  MODELED GRAV-     979,524.2   (mgal)                       NAVD 88
 DH0880
 DH0880  VERT ORDER  -  SECOND    CLASS 0
 DH0880
 DH0880.The horizontal coordinates were scaled from a topographic map and have
 DH0880.an estimated accuracy of +/- 6 seconds.
 DH0880
 DH0880.The orthometric height was determined by differential leveling
 DH0880.and adjusted by the National Geodetic Survey in June 1991..
 DH0880
 DH0880.The geoid height was determined by GEOID03.
 DH0880
 DH0880.The dynamic height is computed by dividing the NAVD 88
 DH0880.geopotential number by the normal gravity value computed on the
 DH0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0880.degrees latitude (g = 980.6199 gals.).
 DH0880
 DH0880.The modeled gravity was interpolated from observed gravity values.
 DH0880
 DH0880;                    North         East    Units  Estimated Accuracy
 DH0880;SPC AL W     -   363,450.      688,190.      MT  (+/- 180 meters Scaled)
 DH0880
 DH0880                          SUPERSEDED SURVEY CONTROL
 DH0880
 DH0880  NGVD 29 (??/??/92)  163.869  (m)          537.63   (f) ADJ UNCH    2 0
 DH0880
 DH0880.Superseded values are not recommended for survey control.
 DH0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0880.See file dsdata.txt to determine how the superseded data were derived.
 DH0880
 DH0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB415818(NAD 83)
 DH0880_MARKER: DD = SURVEY DISK
 DH0880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0880_STAMPING: 566 B 76
 DH0880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0880+STABILITY: SURFACE MOTION
 DH0880
 DH0880  HISTORY     - Date     Condition        Report By
 DH0880  HISTORY     - UNK      MONUMENTED       ALGS
 DH0880  HISTORY     - 1949     GOOD             NGS
 DH0880
 DH0880                          STATION DESCRIPTION
 DH0880
 DH0880'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0880'5.65 MI S FROM WESTOVER.
 DH0880'ABOUT 5.65 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO BLUE SPRINGS
 DH0880'CHURCH FROM THE ATLANTIC COAST LINE TO RAILWAY STATION AT WESTOVER,
 DH0880'ABOUT 0.3 MILE NORTH OF THE JUNCTION OF A ROAD EAST, ABOUT 1.75 MILES
 DH0880'NORTH OF THE BLUE SPRINGS CHURCH, AT THE TOP OF A GRADE, 28 FEET EAST
 DH0880'OF THE CENTER LINE OF THE ROAD, 7 FEET NORTH OF A TRIANGULAR BLAZED
 DH0880'14-INCH OAK TREE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2
 DH0880'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 DH0880'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0882 ***********************************************************************
 DH0882  DESIGNATION -  566 B 78
 DH0882  PID         -  DH0882
 DH0882  STATE/COUNTY-  AL/SHELBY
 DH0882  USGS QUAD   -  COLUMBIANA (1980)
 DH0882
 DH0882                         *CURRENT SURVEY CONTROL
 DH0882  ___________________________________________________________________
 DH0882* NAD 83(1992)-  33 14 57.96053(N)    086 33 12.02892(W)     ADJUSTED  
 DH0882* NAVD 88     -       141.786  (meters)     465.18   (feet)  ADJUSTED  
 DH0882  ___________________________________________________________________
 DH0882  X           -     321,003.926 (meters)                     COMP
 DH0882  Y           -  -5,329,793.748 (meters)                     COMP
 DH0882  Z           -   3,477,188.389 (meters)                     COMP
 DH0882  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DH0882  ELLIP HEIGHT-         112.66  (meters)          (07/29/02) GPS OBS
 DH0882  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH0882  DYNAMIC HT  -         141.628 (meters)     464.66  (feet)  COMP
 DH0882  MODELED GRAV-     979,522.2   (mgal)                       NAVD 88
 DH0882
 DH0882  HORZ ORDER  -  FIRST
 DH0882  VERT ORDER  -  SECOND    CLASS 0
 DH0882  ELLP ORDER  -  FOURTH    CLASS I
 DH0882
 DH0882.The horizontal coordinates were established by GPS observations
 DH0882.and adjusted by the National Geodetic Survey in December 1992..
 DH0882
 DH0882.The orthometric height was determined by differential leveling
 DH0882.and adjusted by the National Geodetic Survey in June 1991..
 DH0882
 DH0882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH0882
 DH0882.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH0882
 DH0882.The ellipsoidal height was determined by GPS observations
 DH0882.and is referenced to NAD 83.
 DH0882
 DH0882.The geoid height was determined by GEOID03.
 DH0882
 DH0882.The dynamic height is computed by dividing the NAVD 88
 DH0882.geopotential number by the normal gravity value computed on the
 DH0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0882.degrees latitude (g = 980.6199 gals.).
 DH0882
 DH0882.The modeled gravity was interpolated from observed gravity values.
 DH0882
 DH0882;                    North         East     Units Scale Factor Converg.
 DH0882;SPC AL W     -   360,674.050   688,214.253   MT  1.00002924   +0 31 08.7
 DH0882;UTM  16      - 3,679,028.638   541,607.356   MT  0.99962134   +0 14 41.6
 DH0882
 DH0882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH0882!SPC AL W     -   0.99998231  x   1.00002924  =   1.00001155
 DH0882!UTM  16      -   0.99998231  x   0.99962134  =   0.99960366
 DH0882
 DH0882                          SUPERSEDED SURVEY CONTROL
 DH0882
 DH0882  ELLIP H (12/04/92)  112.72   (m)                       GP(       ) 4 1
 DH0882  NAD 83(1986)-  33 14 57.96904(N)    086 33 12.02958(W) AD(       ) 1
 DH0882  NGVD 29 (??/??/92)  141.733  (m)          465.00   (f) ADJ UNCH    2 0
 DH0882
 DH0882.Superseded values are not recommended for survey control.
 DH0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0882.See file dsdata.txt to determine how the superseded data were derived.
 DH0882
 DH0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4160779029(NAD 83)
 DH0882_MARKER: DD = SURVEY DISK
 DH0882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0882_SP_SET: CONCRETE POST
 DH0882_STAMPING: 566 B 78
 DH0882_MARK LOGO: NGS   
 DH0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0882+STABILITY: SURFACE MOTION
 DH0882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH0882+SATELLITE: SATELLITE OBSERVATIONS - June 29, 2005
 DH0882
 DH0882  HISTORY     - Date     Condition        Report By
 DH0882  HISTORY     - UNK      MONUMENTED       ALGS
 DH0882  HISTORY     - 1949     GOOD             NGS
 DH0882  HISTORY     - 19900307 GOOD             ALHD
 DH0882  HISTORY     - 20031204 GOOD             JCLS
 DH0882  HISTORY     - 20050629 GOOD             ALDOT
 DH0882
 DH0882                          STATION DESCRIPTION
 DH0882
 DH0882'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0882'6.4 MI NE FROM COLUMBIANA.
 DH0882'ABOUT 4.35 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0882'AT COLUMBIANA, THENCE ABOUT 2.05 MILES NORTH ALONG A GRAVEL ROAD
 DH0882'LEADING TO BLUE SPRINGS CHURCH, AT BLUE SPRINGS CHURCH, ABOUT 0.15
 DH0882'MILE SOUTH OF THE JUNCTION OF A ROAD WEST, 22 FEET WEST OF THE CENTER
 DH0882'LINE OF THE ROAD, 47 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 DH0882'THE CHURCH, 47 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 DH0882'CHURCH, 83.5 FEET WEST AND ACROSS THE ROAD FROM THE NORTHWEST CORNER
 DH0882'OF A FARM HOUSE, ABOUT 0.5 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 DH0882'CONCRETE POST FLUSH WITH THE GROUND.
 DH0882
 DH0882                          STATION RECOVERY (1990)
 DH0882
 DH0882'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH0882'THE STATION IS LOCATED IN SHELBY COUNTY IN THE FRONT YARD OF THE BLUE
 DH0882'SPRINGS METHODIST CHURCH, ABOUT 5.75 MI (9.25 KM) NORTHEAST OF
 DH0882'COLUMBIANA, AND 15.05 MI (24.22 KM) EAST OF ALABASTER.
 DH0882'TO REACH THE STATIION FROM THE JUNCTIION OF ALA 25 AND SHELBY COUNTY
 DH0882'ROAD NO.47, MAIN STREET, MILE POST 129.40 ON ALA 25, DRIVE
 DH0882'NORTHEASTON ALA 25 3.75 MI (6.03 KM) TO MILE POST 133.25 AND SHELBY
 DH0882'COUNTY ROAD NO.55 ON THE LEFT, TURN LEFT ON SHELBY COUNTY ROAD NO.55
 DH0882'AND DRIVE NORTH 2.00 MI (3.22 KM) TO A GRAVEL DRIVE LEFT TO BLUE
 DH0882'SPRINGS CHURCH, TURN LEFT ON THE GRAVEL DRIVEWAY AND DRIVE WEST 0.05
 DH0882'MI (0.08 KM) TO THE STATION IN THE CHURCH YARD.
 DH0882'THE STATION IS 22.0 FT (6.7 M) WEST OF THE CENTER OF THE GRAVEL
 DH0882'DRIVEWAY IN FRONTOF THE CHURCH, 36.6FT EAST OF THE CENTER OF THE
 DH0882'BOTTOM CONCRETE STEP IN THE FRONT OF THE CHURCH, 47.0 FT (14.3 M)
 DH0882'EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, AND 47.0 FT
 DH0882'(14.3 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH.
 DH0882'ELEVATION 465.002 FT (141.733 M) OR 141.733
 DH0882'STATION 59-2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH0882
 DH0882                          STATION RECOVERY (2003)
 DH0882
 DH0882'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DH0882'RECOVERED IN GOOD CONDITION.
 DH0882
 DH0882                          STATION RECOVERY (2005)
 DH0882
 DH0882'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DH0882'MARK IS 64.0 FEET NORTH OF A METAL WITNESS POST, WITNESS POST IS
 DH0882'BESIDE A POWER POLE WITH TRANSFOMER
 DH0882' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0883 ***********************************************************************
 DH0883  DESIGNATION -  566 B 80
 DH0883  PID         -  DH0883
 DH0883  STATE/COUNTY-  AL/SHELBY
 DH0883  USGS QUAD   -  COLUMBIANA (1980)
 DH0883
 DH0883                         *CURRENT SURVEY CONTROL
 DH0883  ___________________________________________________________________
 DH0883* NAD 83(1986)-  33 14 11.     (N)    086 33 28.     (W)     SCALED    
 DH0883* NAVD 88     -       155.196  (meters)     509.17   (feet)  ADJUSTED  
 DH0883  ___________________________________________________________________
 DH0883  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH0883  DYNAMIC HT  -         155.023 (meters)     508.60  (feet)  COMP
 DH0883  MODELED GRAV-     979,521.1   (mgal)                       NAVD 88
 DH0883
 DH0883  VERT ORDER  -  SECOND    CLASS 0
 DH0883
 DH0883.The horizontal coordinates were scaled from a topographic map and have
 DH0883.an estimated accuracy of +/- 6 seconds.
 DH0883
 DH0883.The orthometric height was determined by differential leveling
 DH0883.and adjusted by the National Geodetic Survey in June 1991..
 DH0883
 DH0883.The geoid height was determined by GEOID03.
 DH0883
 DH0883.The dynamic height is computed by dividing the NAVD 88
 DH0883.geopotential number by the normal gravity value computed on the
 DH0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0883.degrees latitude (g = 980.6199 gals.).
 DH0883
 DH0883.The modeled gravity was interpolated from observed gravity values.
 DH0883
 DH0883;                    North         East    Units  Estimated Accuracy
 DH0883;SPC AL W     -   359,220.      687,810.      MT  (+/- 180 meters Scaled)
 DH0883
 DH0883                          SUPERSEDED SURVEY CONTROL
 DH0883
 DH0883  NGVD 29 (??/??/92)  155.144  (m)          509.00   (f) ADJ UNCH    2 0
 DH0883
 DH0883.Superseded values are not recommended for survey control.
 DH0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0883.See file dsdata.txt to determine how the superseded data were derived.
 DH0883
 DH0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB412775(NAD 83)
 DH0883_MARKER: DD = SURVEY DISK
 DH0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0883_STAMPING: 566 B 80
 DH0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0883+STABILITY: SURFACE MOTION
 DH0883
 DH0883  HISTORY     - Date     Condition        Report By
 DH0883  HISTORY     - UNK      MONUMENTED       ALGS
 DH0883  HISTORY     - 1949     GOOD             NGS
 DH0883
 DH0883                          STATION DESCRIPTION
 DH0883
 DH0883'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0883'5.4 MI NE FROM COLUMBIANA.
 DH0883'ABOUT 4.35 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0883'AT COLUMBIANA, THENCE ABOUT 1.05 MILES NORTH ALONG A GRAVEL ROAD
 DH0883'LEADING TO BLUE SPRINGS CHURCH, ABOUT 1.0 MILE SOUTH OF BLUE SPRINGS
 DH0883'CHURCH, 85 YARDS NORTH OF THE CROSSING OF A POWER TRANSMISSION LINE,
 DH0883'AT THE TOP OF A LOW GRADE, ACROSS ROAD FROM A FARM HOUSE, 52 FEET
 DH0883'WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 12 FEET NORTHEAST OF A
 DH0883'FIELD ROAD LEADING NORTHWEST, 48.5 FEET SOUTHEAST OF A POWER LINE
 DH0883'POLE, 110 FEET EAST OF THE EAST POLE OF POWER TRANSMISSION LINE POLE
 DH0883'NO. 140, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 DH0883'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0884 ***********************************************************************
 DH0884  DESIGNATION -  566 B 81
 DH0884  PID         -  DH0884
 DH0884  STATE/COUNTY-  AL/SHELBY
 DH0884  USGS QUAD   -  COLUMBIANA (1980)
 DH0884
 DH0884                         *CURRENT SURVEY CONTROL
 DH0884  ___________________________________________________________________
 DH0884* NAD 83(1986)-  33 14 04.     (N)    086 33 33.     (W)     SCALED    
 DH0884* NAVD 88     -       160.513  (meters)     526.62   (feet)  ADJUSTED  
 DH0884  ___________________________________________________________________
 DH0884  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0884  DYNAMIC HT  -         160.335 (meters)     526.03  (feet)  COMP
 DH0884  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 DH0884
 DH0884  VERT ORDER  -  SECOND    CLASS 0
 DH0884
 DH0884.The horizontal coordinates were scaled from a topographic map and have
 DH0884.an estimated accuracy of +/- 6 seconds.
 DH0884
 DH0884.The orthometric height was determined by differential leveling
 DH0884.and adjusted by the National Geodetic Survey in June 1991..
 DH0884
 DH0884.The geoid height was determined by GEOID03.
 DH0884
 DH0884.The dynamic height is computed by dividing the NAVD 88
 DH0884.geopotential number by the normal gravity value computed on the
 DH0884.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0884.degrees latitude (g = 980.6199 gals.).
 DH0884
 DH0884.The modeled gravity was interpolated from observed gravity values.
 DH0884
 DH0884;                    North         East    Units  Estimated Accuracy
 DH0884;SPC AL W     -   359,010.      687,690.      MT  (+/- 180 meters Scaled)
 DH0884
 DH0884                          SUPERSEDED SURVEY CONTROL
 DH0884
 DH0884  NGVD 29 (??/??/92)  160.461  (m)          526.45   (f) ADJ UNCH    2 0
 DH0884
 DH0884.Superseded values are not recommended for survey control.
 DH0884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0884.See file dsdata.txt to determine how the superseded data were derived.
 DH0884
 DH0884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB410773(NAD 83)
 DH0884_MARKER: DD = SURVEY DISK
 DH0884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0884_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0884_STAMPING: 566 B 81
 DH0884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0884+STABILITY: SURFACE MOTION
 DH0884
 DH0884  HISTORY     - Date     Condition        Report By
 DH0884  HISTORY     - UNK      MONUMENTED       ALGS
 DH0884  HISTORY     - 1949     GOOD             NGS
 DH0884
 DH0884                          STATION DESCRIPTION
 DH0884
 DH0884'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0884'5.2 MI NE FROM COLUMBIANA.
 DH0884'ABOUT 4.35 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0884'AT COLUMBIANA, THENCE ABOUT 0.85 MILE NORTHEAST ALONG A GRAVEL ROAD
 DH0884'LEADING TO BLUE SPRINGS CHURCH, ABOUT 1.2 MILES SOUTH AND SOUTHWEST OF
 DH0884'THE BLUE SPRINGS CHURCH, AT THE JUNCTION OF A ROAD SOUTHEAST AND AT
 DH0884'THE TOP OF A GRADE, 198 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION,
 DH0884'18 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD AND TOP OF GRADE, 3.5
 DH0884'FEET SOUTHWEST OF THE SOUTHWEST END OF THE TOP BRICK STEP TO A FLOWER
 DH0884'GARDEN, 37 FEET NORTH OF A POWER POLE WITH TRANSFORMER, 90 FEET
 DH0884'SOUTHEAST AND ACROSS THE ROAD FROM THE EAST CORNER OF A FARM HOUSE, 1
 DH0884'FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD
 DH0884'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0315 ***********************************************************************
 DH0315  DESIGNATION -  57
 DH0315  PID         -  DH0315
 DH0315  STATE/COUNTY-  AL/CALHOUN
 DH0315  USGS QUAD   -  FRANCIS MILL (1972)
 DH0315
 DH0315                         *CURRENT SURVEY CONTROL
 DH0315  ___________________________________________________________________
 DH0315* NAD 83(1986)-  33 41 38.     (N)    086 03 15.     (W)     SCALED    
 DH0315* NAVD 88     -       160.237  (meters)     525.71   (feet)  ADJUSTED  
 DH0315  ___________________________________________________________________
 DH0315  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH0315  DYNAMIC HT  -         160.066 (meters)     525.15  (feet)  COMP
 DH0315  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DH0315
 DH0315  VERT ORDER  -  SECOND    CLASS 0
 DH0315
 DH0315.The horizontal coordinates were scaled from a topographic map and have
 DH0315.an estimated accuracy of +/- 6 seconds.
 DH0315
 DH0315.The orthometric height was determined by differential leveling
 DH0315.and adjusted by the National Geodetic Survey in June 1991..
 DH0315
 DH0315.The geoid height was determined by GEOID03.
 DH0315
 DH0315.The dynamic height is computed by dividing the NAVD 88
 DH0315.geopotential number by the normal gravity value computed on the
 DH0315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0315.degrees latitude (g = 980.6199 gals.).
 DH0315
 DH0315.The modeled gravity was interpolated from observed gravity values.
 DH0315
 DH0315;                    North         East    Units  Estimated Accuracy
 DH0315;SPC AL E     -   354,170.      179,530.      MT  (+/- 180 meters Scaled)
 DH0315
 DH0315                          SUPERSEDED SURVEY CONTROL
 DH0315
 DH0315  NGVD 29 (??/??/92)  160.17   (m)          525.5    (f) COMPUTED    2 0
 DH0315
 DH0315.Superseded values are not recommended for survey control.
 DH0315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0315.See file dsdata.txt to determine how the superseded data were derived.
 DH0315
 DH0315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC876286(NAD 83)
 DH0315_MARKER: DD = SURVEY DISK
 DH0315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0315_STAMPING: NO 57 1934 ALA
 DH0315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0315+STABILITY: SURFACE MOTION
 DH0315
 DH0315  HISTORY     - Date     Condition        Report By
 DH0315  HISTORY     - 1934     MONUMENTED       USGS
 DH0315  HISTORY     - 1947     GOOD             NGS
 DH0315  HISTORY     - 19491222 MARK NOT FOUND   LOCENG
 DH0315
 DH0315                          STATION DESCRIPTION
 DH0315
 DH0315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0315'7.15 MI N FROM EASTABOGA.
 DH0315'ABOUT 7.15 MILES NORTH ALONG THE OHATCHEE ROAD FROM THE SCHOOL AT
 DH0315'EASTABOGA, ABOUT 225 FEET SOUTH OF THE SULPHUR SPRINGS STORE, 180 FEET
 DH0315'SOUTH OF THE CENTER LINE OF A SIDE ROAD LEADING WEST, 41 FEET SOUTH OF
 DH0315'THE SOUTHEAST CORNER OF W. A. ROGERS HOUSE, 31 FEET WEST OF THE CENTER
 DH0315'LINE OF THE ROAD, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 DH0315'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DH0315'6 INCHES.
 DH0315
 DH0315                          STATION RECOVERY (1949)
 DH0315
 DH0315'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 DH0315'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0745 ***********************************************************************
 EF0745  DESIGNATION -  57
 EF0745  PID         -  EF0745
 EF0745  STATE/COUNTY-  AL/LIMESTONE
 EF0745  USGS QUAD   -  JONES CROSSROADS (1976)
 EF0745
 EF0745                         *CURRENT SURVEY CONTROL
 EF0745  ___________________________________________________________________
 EF0745* NAD 83(1986)-  34 39 21.     (N)    087 02 07.     (W)     SCALED    
 EF0745* NAVD 88     -       168.680  (meters)     553.41   (feet)  POSTED    
 EF0745  ___________________________________________________________________
 EF0745  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EF0745  DYNAMIC HT  -         168.520 (meters)     552.89  (feet)  COMP
 EF0745  MODELED GRAV-     979,668.8   (mgal)                       NAVD 88
 EF0745
 EF0745  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0745
 EF0745.The horizontal coordinates were scaled from a topographic map and have
 EF0745.an estimated accuracy of +/- 6 seconds.
 EF0745
 EF0745.The orthometric height was determined by differential leveling
 EF0745.and adjusted by the National Geodetic Survey in 1992..
 EF0745.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0745.rate of 0.0 thru 1.0 mm/km.
 EF0745
 EF0745.The geoid height was determined by GEOID03.
 EF0745
 EF0745.The dynamic height is computed by dividing the NAVD 88
 EF0745.geopotential number by the normal gravity value computed on the
 EF0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0745.degrees latitude (g = 980.6199 gals.).
 EF0745
 EF0745.The modeled gravity was interpolated from observed gravity values.
 EF0745
 EF0745;                    North         East    Units  Estimated Accuracy
 EF0745;SPC AL W     -   516,360.      642,600.      MT  (+/- 180 meters Scaled)
 EF0745
 EF0745                          SUPERSEDED SURVEY CONTROL
 EF0745
 EF0745  NGVD 29 (??/??/92)  168.637  (m)          553.27   (f) ADJ UNCH    1 2
 EF0745
 EF0745.Superseded values are not recommended for survey control.
 EF0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0745.See file dsdata.txt to determine how the superseded data were derived.
 EF0745
 EF0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD967348(NAD 83)
 EF0745_MARKER: DD = SURVEY DISK
 EF0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0745+STABILITY: SURFACE MOTION
 EF0745
 EF0745  HISTORY     - Date     Condition        Report By
 EF0745  HISTORY     - UNK      MONUMENTED       USE
 EF0745  HISTORY     - 1933     GOOD             NGS
 EF0745
 EF0745                          STATION DESCRIPTION
 EF0745
 EF0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0745'3.75 MI NW FROM DECATUR.
 EF0745'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 163 3/4,
 EF0745'APPROX 60 FEET S.E. OF LARGE BARN AND 10 FEET N.E. OF 16 IN. BLAZED
 EF0745'RED OAK TREE.  ON CREST OF BANK.  KNOWN AS HEINTS LANDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2380 ***********************************************************************
 CM2380  DESIGNATION -  57 1
 CM2380  PID         -  CM2380
 CM2380  STATE/COUNTY-  AL/RUSSELL
 CM2380  USGS QUAD   -  HOWE (1985)
 CM2380
 CM2380                         *CURRENT SURVEY CONTROL
 CM2380  ___________________________________________________________________
 CM2380* NAD 83(1992)-  32 05 18.49565(N)    085 09 21.23287(W)     ADJUSTED  
 CM2380* NAVD 88     -       111.3    (meters)     365.     (feet)  VERTCON   
 CM2380  ___________________________________________________________________
 CM2380  X           -     456,755.823 (meters)                     COMP
 CM2380  Y           -  -5,389,605.125 (meters)                     COMP
 CM2380  Z           -   3,368,792.108 (meters)                     COMP
 CM2380  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CM2380  ELLIP HEIGHT-          84.81  (meters)          (07/29/02) GPS OBS
 CM2380  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM2380
 CM2380  HORZ ORDER  -  FIRST
 CM2380  ELLP ORDER  -  FOURTH    CLASS I
 CM2380
 CM2380.The horizontal coordinates were established by GPS observations
 CM2380.and adjusted by the National Geodetic Survey in September 1997..
 CM2380
 CM2380.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2380.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2380
 CM2380.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2380
 CM2380.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2380
 CM2380.The ellipsoidal height was determined by GPS observations
 CM2380.and is referenced to NAD 83.
 CM2380
 CM2380.The geoid height was determined by GEOID03.
 CM2380
 CM2380;                    North         East     Units Scale Factor Converg.
 CM2380;SPC AL E     -   176,314.832   263,949.545   MT  1.00001041   +0 21 35.6
 CM2380;UTM  16      - 3,551,730.207   674,031.015   MT  0.99997352   +0 58 47.6
 CM2380
 CM2380!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2380!SPC AL E     -   0.99998668  x   1.00001041  =   0.99999709
 CM2380!UTM  16      -   0.99998668  x   0.99997352  =   0.99996020
 CM2380
 CM2380:                Primary Azimuth Mark                     Grid Az
 CM2380:SPC AL E     -  S 388                                    331 45 20.3
 CM2380:UTM  16      -  S 388                                    331 08 08.3
 CM2380
 CM2380|---------------------------------------------------------------------|
 CM2380| PID    Reference Object                     Distance      Geod. Az  |
 CM2380|                                                           dddmmss.s |
 CM2380| CM0859 S 388                               APPROX. 0.5 KM 3320655.9 |
 CM2380|---------------------------------------------------------------------|
 CM2380
 CM2380                          SUPERSEDED SURVEY CONTROL
 CM2380
 CM2380  NAD 83(1992)-  32 05 18.49594(N)    085 09 21.23479(W) AD(       ) 1
 CM2380  ELLIP H (12/04/92)   84.80   (m)                       GP(       ) 4 1
 CM2380  NAD 83(1986)-  32 05 18.49923(N)    085 09 21.22241(W) AD(       ) 1
 CM2380  NGVD 29 (12/04/92)  111.3    (m)          365.     (f) GPS OBS        
 CM2380
 CM2380.Superseded values are not recommended for survey control.
 CM2380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2380.See file dsdata.txt to determine how the superseded data were derived.
 CM2380
 CM2380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7403151730(NAD 83)
 CM2380_MARKER: DD = SURVEY DISK
 CM2380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2380_SP_SET: CONCRETE POST
 CM2380_STAMPING: 57 - 1 1989
 CM2380_MARK LOGO: ALHD  
 CM2380_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2380+STABILITY: SURFACE MOTION
 CM2380_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2380+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 CM2380
 CM2380  HISTORY     - Date     Condition        Report By
 CM2380  HISTORY     - 1989     MONUMENTED       ALHD
 CM2380  HISTORY     - 20031016 GOOD             INDIV
 CM2380
 CM2380                          STATION DESCRIPTION
 CM2380
 CM2380'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2380'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE EAST RIGHT OF WAY OF
 CM2380'U. S. HIGHWAY 431 ABOUT 12.15 KM (7.55 MI) SOUTH OF PITTSVIEW AND
 CM2380'ABOUT 23.66 KM (14.70 MI) NORTH OF EUFAULA.
 CM2380'TO REACH THE STATION FROM THE OLD RAILROAD CROSSING IN PITTSVIEW, GO
 CM2380'SOUTH ON U.S. 431 FOR 12.15 KM (7.55 MI) TO MILE POST 84.95, A DIRT
 CM2380'ROAD TO THE RIGHT, AND THE STATION ON THE LEFT.
 CM2380'THE STATION IS 14.45 M (47.4 FT) NORTHEAST OF THE CENTERLINE OF U.S.
 CM2380'431, 0.91 M (3.0 FT) SOUTHWEST OF A HOG WIRE FENCE WITH 1 STRAND OF
 CM2380'BARBED WIRE, 12.62 M (41.4 FT) SOUTH - SOUTHEAST OF A YELLOW CARSONITE
 CM2380'GAS LINE MARKER, 0.73 M (2.4 FT) WEST OF A CARSONITE WITNESS POST,
 CM2380'0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH WITH THE GROUND,
 CM2380'AND SET FLUSH WITH THE GROUND.
 CM2380'BENCH MARK S 388 1952 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2380
 CM2380                          STATION RECOVERY (2003)
 CM2380
 CM2380'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 CM2380'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2381 ***********************************************************************
 CM2381  DESIGNATION -  57 10
 CM2381  PID         -  CM2381
 CM2381  STATE/COUNTY-  AL/RUSSELL
 CM2381  USGS QUAD   -  HATCHECHUBBEE (1985)
 CM2381
 CM2381                         *CURRENT SURVEY CONTROL
 CM2381  ___________________________________________________________________
 CM2381* NAD 83(1992)-  32 15 04.37506(N)    085 22 19.09804(W)     ADJUSTED  
 CM2381* NAVD 88     -       115.1    (meters)     378.     (feet)  VERTCON   
 CM2381  ___________________________________________________________________
 CM2381  X           -     435,652.284 (meters)                     COMP
 CM2381  Y           -  -5,381,714.596 (meters)                     COMP
 CM2381  Z           -   3,384,070.045 (meters)                     COMP
 CM2381  LAPLACE CORR-           1.49  (seconds)                    DEFLEC99
 CM2381  ELLIP HEIGHT-          88.00  (meters)          (07/29/02) GPS OBS
 CM2381  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CM2381
 CM2381  HORZ ORDER  -  FIRST
 CM2381  ELLP ORDER  -  FOURTH    CLASS I
 CM2381
 CM2381.The horizontal coordinates were established by GPS observations
 CM2381.and adjusted by the National Geodetic Survey in December 1992..
 CM2381
 CM2381.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2381.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2381
 CM2381.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2381
 CM2381.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2381
 CM2381.The ellipsoidal height was determined by GPS observations
 CM2381.and is referenced to NAD 83.
 CM2381
 CM2381.The geoid height was determined by GEOID03.
 CM2381
 CM2381;                    North         East     Units Scale Factor Converg.
 CM2381;SPC AL E     -   194,253.356   243,474.693   MT  0.99998330   +0 14 46.3
 CM2381;UTM  16      - 3,569,444.479   653,364.174   MT  0.99989006   +0 52 08.2
 CM2381
 CM2381!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2381!SPC AL E     -   0.99998618  x   0.99998330  =   0.99996948
 CM2381!UTM  16      -   0.99998618  x   0.99989006  =   0.99987624
 CM2381
 CM2381                          SUPERSEDED SURVEY CONTROL
 CM2381
 CM2381  ELLIP H (12/04/92)   87.98   (m)                       GP(       ) 4 1
 CM2381  NAD 83(1986)-  32 15 04.37813(N)    085 22 19.09524(W) AD(       ) 1
 CM2381  NGVD 29 (12/04/92)  115.1    (m)          378.     (f) GPS OBS        
 CM2381
 CM2381.Superseded values are not recommended for survey control.
 CM2381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2381.See file dsdata.txt to determine how the superseded data were derived.
 CM2381
 CM2381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5336469444(NAD 83)
 CM2381_MARKER: DD = SURVEY DISK
 CM2381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2381_SP_SET: CONCRETE POST
 CM2381_STAMPING: 57 - 10 1989
 CM2381_MARK LOGO: ALHD  
 CM2381_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2381+STABILITY: SURFACE MOTION
 CM2381_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2381+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CM2381
 CM2381  HISTORY     - Date     Condition        Report By
 CM2381  HISTORY     - 1989     MONUMENTED       ALHD
 CM2381
 CM2381                          STATION DESCRIPTION
 CM2381
 CM2381'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2381'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2381'ALABAMA HIGHWAY 26 ABOUT 4.35 KM (2.70 MI) EAST OF HURTSBORO AND ABOUT
 CM2381'19.63 KM (12.20 MI) WEST OF SEALE.
 CM2381'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA 26 AND ALABAMA 51 IN
 CM2381'HURTSBORO, GO EAST ON ALABAMA 26 FOR 4.35 KM (2.70 MI) TO MILE POST
 CM2381'2.70 AND THE STATION ON THE RIGHT.
 CM2381'THE STATION IS 13.72 M (45.0 FT) SOUTH OF THE CENTERLINE OF ALABAMA
 CM2381'26, 8.53 M (28.0 FT) EAST OF THE CENTER OF A GRAVEL ROAD, 6.31 M
 CM2381'(20.7 FT) SOUTHEAST OF THE EAST END OF A 24 INCH CONCRETE PIPE UNDER
 CM2381'THE GRAVEL ROAD, 1.43 M (4.7 FT) NORTHWEST OF A BOARD FENCE, 3.02 M
 CM2381'(9.9 FT) WEST OF A 45 DEGREE BOARD FENCE CORNER, 2.62 M (8.6 FT) NORTH
 CM2381'OF A 45 DEGREE BOARD FENCE CORNER, 1.31 M (4.3 FT) NORTHWEST OF A
 CM2381'CARSONITE WITNESS POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR
 CM2381'DRIVEN FLUSH WITH THE GROUND, AND SET FLUSH WITH THE GROUND.
 CM2381'STATION 57 - 9 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2539 ***********************************************************************
 AA2539  DESIGNATION -  57 11
 AA2539  PID         -  AA2539
 AA2539  STATE/COUNTY-  AL/RUSSELL
 AA2539  USGS QUAD   -  HATCHECHUBBEE (1985)
 AA2539
 AA2539                         *CURRENT SURVEY CONTROL
 AA2539  ___________________________________________________________________
 AA2539* NAD 83(1992)-  32 21 09.70531(N)    085 20 02.81317(W)     ADJUSTED  
 AA2539* NAVD 88     -       152.8    (meters)     501.     (feet)  VERTCON   
 AA2539  ___________________________________________________________________
 AA2539  X           -     438,721.415 (meters)                     COMP
 AA2539  Y           -  -5,375,463.204 (meters)                     COMP
 AA2539  Z           -   3,393,601.989 (meters)                     COMP
 AA2539  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 AA2539  ELLIP HEIGHT-         125.28  (meters)          (07/29/02) GPS OBS
 AA2539  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA2539
 AA2539  HORZ ORDER  -  FIRST
 AA2539  ELLP ORDER  -  FOURTH    CLASS I
 AA2539
 AA2539.The horizontal coordinates were established by GPS observations
 AA2539.and adjusted by the National Geodetic Survey in November 1994..
 AA2539
 AA2539.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2539.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2539
 AA2539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2539
 AA2539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2539
 AA2539.The ellipsoidal height was determined by GPS observations
 AA2539.and is referenced to NAD 83.
 AA2539
 AA2539.The geoid height was determined by GEOID03.
 AA2539
 AA2539;                    North         East     Units Scale Factor Converg.
 AA2539;SPC AL E     -   205,522.449   246,989.638   MT  0.99998722   +0 16 01.7
 AA2539;UTM  16      - 3,580,750.158   656,755.959   MT  0.99990302   +0 53 29.9
 AA2539
 AA2539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2539!SPC AL E     -   0.99998033  x   0.99998722  =   0.99996755
 AA2539!UTM  16      -   0.99998033  x   0.99990302  =   0.99988335
 AA2539
 AA2539:                Primary Azimuth Mark                     Grid Az
 AA2539:SPC AL E     -  57 12                                    247 37 25.9
 AA2539:UTM  16      -  57 12                                    246 59 57.7
 AA2539
 AA2539|---------------------------------------------------------------------|
 AA2539| PID    Reference Object                     Distance      Geod. Az  |
 AA2539|                                                           dddmmss.s |
 AA2539| AA2540 57 12                               449.174 METERS 2475327.6 |
 AA2539|---------------------------------------------------------------------|
 AA2539
 AA2539                          SUPERSEDED SURVEY CONTROL
 AA2539
 AA2539  ELLIP H (11/30/94)  125.36   (m)                       GP(       ) 4 1
 AA2539  NGVD 29 (11/30/94)  152.8    (m)          501.     (f) GPS OBS        
 AA2539
 AA2539.Superseded values are not recommended for survey control.
 AA2539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2539.See file dsdata.txt to determine how the superseded data were derived.
 AA2539
 AA2539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5675680750(NAD 83)
 AA2539_MARKER: DD = SURVEY DISK
 AA2539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2539_SP_SET: CONCRETE POST
 AA2539_STAMPING: 57-11 1992
 AA2539_MARK LOGO: ALHD  
 AA2539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2539+STABILITY: SURFACE MOTION
 AA2539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2539+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 AA2539
 AA2539  HISTORY     - Date     Condition        Report By
 AA2539  HISTORY     - 1992     MONUMENTED       ALHD
 AA2539  HISTORY     - 20031016 GOOD             INDIV
 AA2539
 AA2539                          STATION DESCRIPTION
 AA2539
 AA2539'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2539'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2539'RUSSELL COUNTY ROAD NO. 7, ABOUT 8.80 MI (14.16 KM) NORTHEAST OF
 AA2539'HURTSBORO AND ABOUT 10.20 MI (16.41 KM) NORTHEAST OF SEALE. TO REACH
 AA2539'THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 51 AT A CAUTION LIGHT
 AA2539'IN MARVYN, (MILE POST 197.55 ON U.S. 80 AND MILE POST 100.50 ON ALA
 AA2539'51), DRIVE SOUTH ON ALA 51 FOR 5.20 MI (8.37 KM) TO MILE POST 95.50
 AA2539'AND RUSSELL COUNTY ROAD NO. 7 ON THE LEFT, TURN LEFT ON RUSSELL COUNTY
 AA2539'ROAD NO. 7 AND DRIVE SOUTHEAST AND EAST FOR 3.85 MI (6.20 KM) TO THE
 AA2539'STATION ON THE RIGHT. THE STATION IS 3.9 FT (1.2 M) NORTH OF A
 AA2539'CARSONITE WITNESS POST, 9.0 FT (2.7 M) SOUTH-SOUTHEAST OF A FOUR FOOT
 AA2539'BACKSLOPE, 36.4 FT (11.1 M) WEST-NORTHWEST OF A POWER POLE, 39.5 FT
 AA2539'(12.0 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF RUSSELL COUNTY ROAD NO.
 AA2539'7 AND SET FLUSH WITH THE GROUND. STATION 57-12 1992 MAY BE USED AS AN
 AA2539'AZIMUTH FOR THIS STATION.
 AA2539
 AA2539                          STATION RECOVERY (2003)
 AA2539
 AA2539'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 AA2539'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2540 ***********************************************************************
 AA2540  DESIGNATION -  57 12
 AA2540  PID         -  AA2540
 AA2540  STATE/COUNTY-  AL/RUSSELL
 AA2540  USGS QUAD   -  HATCHECHUBBEE (1985)
 AA2540
 AA2540                         *CURRENT SURVEY CONTROL
 AA2540  ___________________________________________________________________
 AA2540* NAD 83(1992)-  32 21 04.21686(N)    085 20 18.72845(W)     ADJUSTED  
 AA2540* NAVD 88     -       141.9    (meters)     466.     (feet)  VERTCON   
 AA2540  ___________________________________________________________________
 AA2540  X           -     438,313.254 (meters)                     COMP
 AA2540  Y           -  -5,375,578.084 (meters)                     COMP
 AA2540  Z           -   3,393,453.364 (meters)                     COMP
 AA2540  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AA2540  ELLIP HEIGHT-         114.44  (meters)          (07/29/02) GPS OBS
 AA2540  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA2540
 AA2540  HORZ ORDER  -  FIRST
 AA2540  ELLP ORDER  -  FOURTH    CLASS I
 AA2540
 AA2540.The horizontal coordinates were established by GPS observations
 AA2540.and adjusted by the National Geodetic Survey in November 1994..
 AA2540
 AA2540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2540
 AA2540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2540
 AA2540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2540
 AA2540.The ellipsoidal height was determined by GPS observations
 AA2540.and is referenced to NAD 83.
 AA2540
 AA2540.The geoid height was determined by GEOID03.
 AA2540
 AA2540;                    North         East     Units Scale Factor Converg.
 AA2540;SPC AL E     -   205,351.457   246,574.291   MT  0.99998674   +0 15 53.2
 AA2540;UTM  16      - 3,580,574.664   656,342.534   MT  0.99990143   +0 53 21.3
 AA2540
 AA2540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2540!SPC AL E     -   0.99998203  x   0.99998674  =   0.99996877
 AA2540!UTM  16      -   0.99998203  x   0.99990143  =   0.99988346
 AA2540
 AA2540:                Primary Azimuth Mark                     Grid Az
 AA2540:SPC AL E     -  57 11                                    067 37 25.9
 AA2540:UTM  16      -  57 11                                    066 59 57.8
 AA2540
 AA2540|---------------------------------------------------------------------|
 AA2540| PID    Reference Object                     Distance      Geod. Az  |
 AA2540|                                                           dddmmss.s |
 AA2540| AA2539 57 11                               449.174 METERS 0675319.1 |
 AA2540|---------------------------------------------------------------------|
 AA2540
 AA2540                          SUPERSEDED SURVEY CONTROL
 AA2540
 AA2540  ELLIP H (11/30/94)  114.52   (m)                       GP(       ) 4 1
 AA2540  NGVD 29 (11/30/94)  141.9    (m)          466.     (f) GPS OBS        
 AA2540
 AA2540.Superseded values are not recommended for survey control.
 AA2540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2540.See file dsdata.txt to determine how the superseded data were derived.
 AA2540
 AA2540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5634380575(NAD 83)
 AA2540_MARKER: DD = SURVEY DISK
 AA2540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2540_SP_SET: CONCRETE POST
 AA2540_STAMPING: 57-12 1992
 AA2540_MARK LOGO: ALHD  
 AA2540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2540+STABILITY: SURFACE MOTION
 AA2540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2540+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2540
 AA2540  HISTORY     - Date     Condition        Report By
 AA2540  HISTORY     - 1992     MONUMENTED       ALHD
 AA2540
 AA2540                          STATION DESCRIPTION
 AA2540
 AA2540'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2540'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2540'RUSSELL COUNTY ROAD NO. 7, ABOUT 8.50 MI (13.68 KM) NORTHEAST OF
 AA2540'HURTSBORO AND ABOUT 10.45 MI (16.82 KM) NORTHEAST OF SEALE. TO REACH
 AA2540'THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 51 AT A CAUTION LIGHT
 AA2540'IN MARVYN, (MILE POST 197.55 ON U.S. 80 AND MILE POST 100.50 ON ALA
 AA2540'51), DRIVE SOUTH ON ALA 51 FOR 5.20 MI (8.37 KM) TO MILE POST 95.50
 AA2540'AND RUSSELL COUNTY ROAD NO. 7 ON THE LEFT, TURN LEFT ON RUSSELL COUNTY
 AA2540'ROAD NO. 7 AND DRIVE SOUTHEAST AND EAST FOR 3.55 MI (5.71 KM) TO THE
 AA2540'STATION ON THE RIGHT. THE STATION IS 2.1 FT (0.6 M) NORTH OF A
 AA2540'CARSONITE WITNESS POST, 42.0 FT (12.8 M) SOUTH-SOUTHEAST OF THE
 AA2540'CENTERLINE OF RUSSELL COUNTY ROAD NO. 7, 83.3 FT (25.4 M)
 AA2540'SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. PED 7 ACROSS RUSSELL
 AA2540'COUNTY ROAD NO. 7 AND SET FLUSH WITH THE GROUND. STATION 57-11 1992
 AA2540'MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2541 ***********************************************************************
 AA2541  DESIGNATION -  57 13
 AA2541  PID         -  AA2541
 AA2541  STATE/COUNTY-  AL/RUSSELL
 AA2541  USGS QUAD   -  MARVYN (1985)
 AA2541
 AA2541                         *CURRENT SURVEY CONTROL
 AA2541  ___________________________________________________________________
 AA2541* NAD 83(1992)-  32 26 45.42129(N)    085 15 27.58129(W)     ADJUSTED  
 AA2541* NAVD 88     -       140.4    (meters)     461.     (feet)  VERTCON   
 AA2541  ___________________________________________________________________
 AA2541  X           -     445,434.838 (meters)                     COMP
 AA2541  Y           -  -5,369,340.180 (meters)                     COMP
 AA2541  Z           -   3,402,326.933 (meters)                     COMP
 AA2541  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AA2541  ELLIP HEIGHT-         112.65  (meters)          (07/29/02) GPS OBS
 AA2541  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 AA2541
 AA2541  HORZ ORDER  -  FIRST
 AA2541  ELLP ORDER  -  FOURTH    CLASS I
 AA2541
 AA2541.The horizontal coordinates were established by GPS observations
 AA2541.and adjusted by the National Geodetic Survey in November 1994..
 AA2541
 AA2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2541
 AA2541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2541
 AA2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2541
 AA2541.The ellipsoidal height was determined by GPS observations
 AA2541.and is referenced to NAD 83.
 AA2541
 AA2541.The geoid height was determined by GEOID03.
 AA2541
 AA2541;                    North         East     Units Scale Factor Converg.
 AA2541;SPC AL E     -   215,899.724   254,130.334   MT  0.99999612   +0 18 31.9
 AA2541;UTM  16      - 3,591,203.963   663,782.452   MT  0.99993079   +0 56 05.9
 AA2541
 AA2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2541!SPC AL E     -   0.99998231  x   0.99999612  =   0.99997843
 AA2541!UTM  16      -   0.99998231  x   0.99993079  =   0.99991310
 AA2541
 AA2541                          SUPERSEDED SURVEY CONTROL
 AA2541
 AA2541  ELLIP H (11/30/94)  112.70   (m)                       GP(       ) 4 1
 AA2541  NGVD 29 (11/30/94)  140.4    (m)          461.     (f) GPS OBS        
 AA2541
 AA2541.Superseded values are not recommended for survey control.
 AA2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2541.See file dsdata.txt to determine how the superseded data were derived.
 AA2541
 AA2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6378291204(NAD 83)
 AA2541_MARKER: DD = SURVEY DISK
 AA2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2541_SP_SET: CONCRETE POST
 AA2541_STAMPING: 57-13 1992
 AA2541_MARK LOGO: ALHD  
 AA2541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2541+STABILITY: SURFACE MOTION
 AA2541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2541+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 AA2541
 AA2541  HISTORY     - Date     Condition        Report By
 AA2541  HISTORY     - 1992     MONUMENTED       ALHD
 AA2541  HISTORY     - 20031016 GOOD             INDIV
 AA2541
 AA2541                          STATION DESCRIPTION
 AA2541
 AA2541'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2541'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2541'U.S. 80, ABOUT 4.00 MI (6.44 KM) WEST OF CRAWFORD AND ABOUT 11.40 MI
 AA2541'(18.35 KM) NORTH-NORTHWEST OF SEALE. TO REACH THE STATION FROM THE
 AA2541'JUNCTION OF U.S. 80 AND ALA 51 AT A CAUTION LIGHT IN MARVYN, (MILE
 AA2541'POST 197.55 ON U.S. 80 AND MILE POST 100.50 ON ALA 51), DRIVE EAST ON
 AA2541'U.S. 80 FOR 1.85 MI (2.98 KM) TO MILE POST 199.40 AND THE LEE-RUSSELL
 AA2541'COUNTY LINE, CONTINUE EAST ON U.S. 80 FOR 4.45 MI (7.16 KM) TO MILE
 AA2541'POST 203.80 AND THE STATION ON THE LEFT AT DIXIE SCHOOL. THE STATION
 AA2541'IS 2.9 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, 2.9 FT (0.9 M)
 AA2541'SOUTH OF A FIFTEEN-INCH HIGH WHITE CONCRETE RETAINING WALL, 22.0 FT
 AA2541'(6.7 M) SOUTH OF THE CENTER OF A GRAVEL ROAD, 39.4 FT (12.0 M) NORTH
 AA2541'OF THE CENTERLINE OF U.S. 80, 50.5 FT (15.4 M) EAST OF A TELEPHONE
 AA2541'CABLE PEDESTAL, 51.0 FT (15.5 M) EAST OF A TELEPHONE CABLE PEDESTAL,
 AA2541'51.2 FT (15.6 M) EAST OF A FOUR-INCH METAL PIPE WITH A HAND WINCH AT
 AA2541'THE EAST SIDE OF THE DRIVEWAY, 51.7 FT (15.8 M) EAST OF A JUNCTION
 AA2541'TRANSFORMER POWER POLE, 68.0 FT (20.7 M) EAST OF THE CENTER OF THE
 AA2541'EAST DRIVEWAY INTO DIXIE SCHOOL, 95.8 FT (29.2 M) WEST OF THE WEST END
 AA2541'OF AN EIGHTEEN-INCH METAL PIPE UNDER A GRAVEL DRIVEWAY, 114.7 FT (35.0
 AA2541'M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY AND SET FLUSH WITH THE
 AA2541'GROUND. STATION 57-14 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2541
 AA2541                          STATION RECOVERY (2003)
 AA2541
 AA2541'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 AA2541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2542 ***********************************************************************
 AA2542  DESIGNATION -  57 14
 AA2542  PID         -  AA2542
 AA2542  STATE/COUNTY-  AL/RUSSELL
 AA2542  USGS QUAD   -  CRAWFORD (1984)
 AA2542
 AA2542                         *CURRENT SURVEY CONTROL
 AA2542  ___________________________________________________________________
 AA2542* NAD 83(1992)-  32 26 45.79916(N)    085 14 58.74479(W)     ADJUSTED  
 AA2542* NAVD 88     -       143.8    (meters)     472.     (feet)  VERTCON   
 AA2542  ___________________________________________________________________
 AA2542  X           -     446,185.204 (meters)                     COMP
 AA2542  Y           -  -5,369,274.482 (meters)                     COMP
 AA2542  Z           -   3,402,338.575 (meters)                     COMP
 AA2542  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AA2542  ELLIP HEIGHT-         116.04  (meters)          (07/29/02) GPS OBS
 AA2542  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA2542
 AA2542  HORZ ORDER  -  FIRST
 AA2542  ELLP ORDER  -  FOURTH    CLASS I
 AA2542
 AA2542.The horizontal coordinates were established by GPS observations
 AA2542.and adjusted by the National Geodetic Survey in November 1994..
 AA2542
 AA2542.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2542
 AA2542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2542
 AA2542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2542
 AA2542.The ellipsoidal height was determined by GPS observations
 AA2542.and is referenced to NAD 83.
 AA2542
 AA2542.The geoid height was determined by GEOID03.
 AA2542
 AA2542;                    North         East     Units Scale Factor Converg.
 AA2542;SPC AL E     -   215,915.452   254,883.474   MT  0.99999713   +0 18 47.4
 AA2542;UTM  16      - 3,591,227.919   664,535.326   MT  0.99993384   +0 56 21.4
 AA2542
 AA2542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2542!SPC AL E     -   0.99998178  x   0.99999713  =   0.99997891
 AA2542!UTM  16      -   0.99998178  x   0.99993384  =   0.99991562
 AA2542
 AA2542                          SUPERSEDED SURVEY CONTROL
 AA2542
 AA2542  ELLIP H (11/30/94)  116.09   (m)                       GP(       ) 4 1
 AA2542  NGVD 29 (11/30/94)  143.8    (m)          472.     (f) GPS OBS        
 AA2542
 AA2542.Superseded values are not recommended for survey control.
 AA2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2542.See file dsdata.txt to determine how the superseded data were derived.
 AA2542
 AA2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6453591228(NAD 83)
 AA2542_MARKER: DD = SURVEY DISK
 AA2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2542_SP_SET: CONCRETE POST
 AA2542_STAMPING: 57-14 1992
 AA2542_MARK LOGO: ALHD  
 AA2542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2542+STABILITY: SURFACE MOTION
 AA2542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2542+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2542
 AA2542  HISTORY     - Date     Condition        Report By
 AA2542  HISTORY     - 1992     MONUMENTED       ALHD
 AA2542
 AA2542                          STATION DESCRIPTION
 AA2542
 AA2542'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2542'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2542'U.S. 80, ABOUT 3.70 MI (5.95 KM) WEST OF CRAWFORD AND ABOUT 11.00 MI
 AA2542'(17.70 KM) NORTH-NORTHWEST OF SEALE. TO REACH THE STATION FROM THE
 AA2542'JUNCTION OF U.S. 80 AND ALA 51 AT A CAUTION LIGHT IN MARVYN, (MILE
 AA2542'POST 197.55 ON U.S. 80 AND MILE POST 100.50 ON ALA 51), DRIVE EAST ON
 AA2542'U.S. 80 FOR 1.85 MI (2.98 KM) TO MILE POST 199.40 AND THE LEE-RUSSELL
 AA2542'COUNTY LINE, CONTINUE EAST ON U.S. 80 FOR 4.95 MI (7.97 KM) TO MILE
 AA2542'POST 204.30 AND RUSSELL COUNTY ROAD NO. 31 ON THE RIGHT AND THE
 AA2542'STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION. THE STATION IS
 AA2542'2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, 37.9 FT (11.6 M)
 AA2542'SOUTHWEST OF A RUSSELL COUNTY ROAD NO. 31 SOUTH SIGN, 49.0 FT (14.9 M)
 AA2542'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A FIBERGLASS TELEPHONE
 AA2542'BUILDING MARKED SLC 40 CR 140 SYS 78910 11 12 20, 55.0 FT (16.8 M)
 AA2542'SOUTH OF THE CENTERLINE OF U.S. 80, 56.1 FT (17.1 M) WEST OF TELEPHONE
 AA2542'CABLE PEDESTAL NO. 271 S1, 56.9 FT (17.3 M) NORTHWEST OF A TELEPHONE
 AA2542'CABLE PEDESTAL, 59.3 FT (18.1 M) NORTHWEST OF THE NORTHEAST CORNER OF
 AA2542'A FIBERGLASS TELEPHONE BUILDING MARKED SLC 40 CR 140 SYS 78910 11 12
 AA2542'20, 72.4 FT (22.1 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 271 S1,
 AA2542'78.8 FT (24.0 M) WEST OF THE CENTERLINE OF RUSSELL COUNTY ROAD NO. 31,
 AA2542'83.6 FT (25.5 M) WEST-SOUTHWEST OF THE CENTER OF THE INTERSECTION OF
 AA2542'U.S. 80 AND RUSSELL COUNTY ROAD NO. 31, 100.5 FT (30.6 M) WEST OF
 AA2542'TELEPHONE CABLE PEDESTAL NO. P271 S14 E1 N3, 102.4 FT (31.2 M) WEST OF
 AA2542'JUNCTION POWER POLE NO. 39 45 90 AND A SECURITY LIGHT ACROSS RUSSELL
 AA2542'COUNTY ROAD NO. 31, 116.2 FT (35.4 M) EAST OF THE NORTHWEST BRACED
 AA2542'FENCE CORNER AND SET FLUSH WITH GROUND. STATION 57-13 1992 MAY BE USED
 AA2542'AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2543 ***********************************************************************
 AA2543  DESIGNATION -  57 15
 AA2543  PID         -  AA2543
 AA2543  STATE/COUNTY-  AL/RUSSELL
 AA2543  USGS QUAD   -  CRAWFORD (1984)
 AA2543
 AA2543                         *CURRENT SURVEY CONTROL
 AA2543  ___________________________________________________________________
 AA2543* NAD 83(1992)-  32 27 39.92424(N)    085 08 58.58264(W)     ADJUSTED  
 AA2543* NAVD 88     -       111.5    (meters)     366.     (feet)  VERTCON   
 AA2543  ___________________________________________________________________
 AA2543  X           -     455,481.947 (meters)                     COMP
 AA2543  Y           -  -5,367,568.670 (meters)                     COMP
 AA2543  Z           -   3,403,728.230 (meters)                     COMP
 AA2543  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AA2543  ELLIP HEIGHT-          83.88  (meters)          (07/29/02) GPS OBS
 AA2543  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AA2543
 AA2543  HORZ ORDER  -  FIRST
 AA2543  ELLP ORDER  -  FOURTH    CLASS I
 AA2543
 AA2543.The horizontal coordinates were established by GPS observations
 AA2543.and adjusted by the National Geodetic Survey in September 1997..
 AA2543
 AA2543.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2543
 AA2543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2543
 AA2543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2543
 AA2543.The ellipsoidal height was determined by GPS observations
 AA2543.and is referenced to NAD 83.
 AA2543
 AA2543.The geoid height was determined by GEOID03.
 AA2543
 AA2543;                    North         East     Units Scale Factor Converg.
 AA2543;SPC AL E     -   217,638.536   264,280.185   MT  1.00001093   +0 22 01.2
 AA2543;UTM  16      - 3,593,053.516   673,912.167   MT  0.99997298   +0 59 36.3
 AA2543
 AA2543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2543!SPC AL E     -   0.99998683  x   1.00001093  =   0.99999776
 AA2543!UTM  16      -   0.99998683  x   0.99997298  =   0.99995981
 AA2543
 AA2543                          SUPERSEDED SURVEY CONTROL
 AA2543
 AA2543  NAD 83(1992)-  32 27 39.92430(N)    085 08 58.58313(W) AD(       ) 1
 AA2543  ELLIP H (11/30/94)   83.90   (m)                       GP(       ) 4 1
 AA2543  NGVD 29 (11/30/94)  111.5    (m)          366.     (f) GPS OBS        
 AA2543
 AA2543.Superseded values are not recommended for survey control.
 AA2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2543.See file dsdata.txt to determine how the superseded data were derived.
 AA2543
 AA2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7391293054(NAD 83)
 AA2543_MARKER: DD = SURVEY DISK
 AA2543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2543_SP_SET: CONCRETE POST
 AA2543_STAMPING: 57-15 1992
 AA2543_MARK LOGO: ALHD  
 AA2543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2543+STABILITY: SURFACE MOTION
 AA2543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2543+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 AA2543
 AA2543  HISTORY     - Date     Condition        Report By
 AA2543  HISTORY     - 1992     MONUMENTED       ALHD
 AA2543  HISTORY     - 20031016 GOOD             INDIV
 AA2543
 AA2543                          STATION DESCRIPTION
 AA2543
 AA2543'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2543'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2543'U.S. 80, ABOUT 8.65 MI (13.92 KM) WEST OF PHENIX CITY AND ABOUT 11.25
 AA2543'MI (18.10 KM) NORTH OF SEALE. TO REACH THE STATION FROM THE JUNCTION
 AA2543'OF U.S. 80 AND ALA 169 SOUTH AT A CAUTION LIGHT IN CRAWFORD, (MILE
 AA2543'POST 208.10 ON U.S. 80 AND MILE POST 10.40 ON ALA 169), DRIVE EAST ON
 AA2543'U.S. 80 FOR 2.25 MI (3.62 KM) TO MILE POST 210.35 AND THE STATION ON
 AA2543'THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A HOG WIRE
 AA2543'FENCE ON WOOD POST WITH A WHITE BOARD ON TOP, 3.1 FT (0.9 M) SOUTH OF
 AA2543'A CARSONITE WITNESS POST, 14.6 FT (4.5 M) SOUTHEAST OF A FLAG POLE
 AA2543'INSIDE THE FENCE, 36.4 FT (11.1 M) WEST OF A FLAG POLE INSIDE THE
 AA2543'FENCE, 56.6 FT (17.3 M) NORTH-NORTHEAST OF THE CENTER OF U.S. 80, 68.0
 AA2543'FT (20.7 M) EAST-SOUTHEAST OF THE SOUTHEAST TWELVE INCH GATE POST,
 AA2543'79.0 FT (24.1 M) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY
 AA2543'LEADING INTO THE EAST ALABAMA MOTOR SPEEDWAY, 92.3 FT (28.1 M)
 AA2543'EAST-SOUTHEAST OF THE NORTHWEST TWELVE-INCH GATE POST, 97.0 FT (29.6
 AA2543'M) EAST-SOUTHEAST OF THE SOUTH POLE OF THE EAST ALABAMA MOTOR SPEEDWAY
 AA2543'GRANDSTANDS GENERAL ADMISSION PARKING SIGN, 98.0 FT (29.9 M)
 AA2543'EAST-SOUTHEAST OF THE NORTH POLE OF THE EAST ALABAMA MOTOR SPEEDWAY
 AA2543'GRANDSTANDS GENERAL ADMISSION PARKING SIGN, AND SET FLUSH WITH THE
 AA2543'GROUND. STATION 57-16 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2543
 AA2543                          STATION RECOVERY (2003)
 AA2543
 AA2543'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 AA2543'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2544 ***********************************************************************
 AA2544  DESIGNATION -  57 16
 AA2544  PID         -  AA2544
 AA2544  STATE/COUNTY-  AL/RUSSELL
 AA2544  USGS QUAD   -  CRAWFORD (1984)
 AA2544
 AA2544                         *CURRENT SURVEY CONTROL
 AA2544  ___________________________________________________________________
 AA2544* NAD 83(1992)-  32 27 45.60949(N)    085 09 30.21018(W)     ADJUSTED  
 AA2544* NAVD 88     -       116.6    (meters)     383.     (feet)  VERTCON   
 AA2544  ___________________________________________________________________
 AA2544  X           -     454,651.338 (meters)                     COMP
 AA2544  Y           -  -5,367,549.079 (meters)                     COMP
 AA2544  Z           -   3,403,878.740 (meters)                     COMP
 AA2544  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 AA2544  ELLIP HEIGHT-          88.99  (meters)          (07/29/02) GPS OBS
 AA2544  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AA2544
 AA2544  HORZ ORDER  -  FIRST
 AA2544  ELLP ORDER  -  FOURTH    CLASS I
 AA2544
 AA2544.The horizontal coordinates were established by GPS observations
 AA2544.and adjusted by the National Geodetic Survey in September 1997..
 AA2544
 AA2544.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2544
 AA2544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2544
 AA2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2544
 AA2544.The ellipsoidal height was determined by GPS observations
 AA2544.and is referenced to NAD 83.
 AA2544
 AA2544.The geoid height was determined by GEOID03.
 AA2544
 AA2544;                    North         East     Units Scale Factor Converg.
 AA2544;SPC AL E     -   217,808.407   263,453.104   MT  1.00000963   +0 21 44.2
 AA2544;UTM  16      - 3,593,214.328   673,083.311   MT  0.99996943   +0 59 19.4
 AA2544
 AA2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2544!SPC AL E     -   0.99998603  x   1.00000963  =   0.99999566
 AA2544!UTM  16      -   0.99998603  x   0.99996943  =   0.99995546
 AA2544
 AA2544                          SUPERSEDED SURVEY CONTROL
 AA2544
 AA2544  NAD 83(1992)-  32 27 45.60955(N)    085 09 30.21067(W) AD(       ) 1
 AA2544  ELLIP H (11/30/94)   89.02   (m)                       GP(       ) 4 1
 AA2544  NGVD 29 (11/30/94)  116.7    (m)          383.     (f) GPS OBS        
 AA2544
 AA2544.Superseded values are not recommended for survey control.
 AA2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2544.See file dsdata.txt to determine how the superseded data were derived.
 AA2544
 AA2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7308393214(NAD 83)
 AA2544_MARKER: DD = SURVEY DISK
 AA2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2544_SP_SET: CONCRETE POST
 AA2544_STAMPING: 57-16 1992
 AA2544_MARK LOGO: ALHD  
 AA2544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2544+STABILITY: SURFACE MOTION
 AA2544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2544+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2544
 AA2544  HISTORY     - Date     Condition        Report By
 AA2544  HISTORY     - 1992     MONUMENTED       ALHD
 AA2544
 AA2544                          STATION DESCRIPTION
 AA2544
 AA2544'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2544'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2544'U.S. 80, ABOUT 9.15 MI (14.73 KM) WEST OF PHENIX CITY AND ABOUT 11.30
 AA2544'MI (18.19 KM) NORTH OF SEALE. TO REACH THE STATION FROM THE JUNCTION
 AA2544'OF U.S. 80 AND ALA 169 SOUTH AT A CAUTION LIGHT IN CRAWFORD, (MILE
 AA2544'POST 208.10 ON U.S. 80 AND MILE POST 10.40 ON ALA 169), DRIVE EAST ON
 AA2544'U.S. 80 FOR 1.75 MI (2.82 KM) TO MILE POST 209.80 AND THE STATION ON
 AA2544'THE LEFT. THE STATION IS 2.0 FT (0.6 M) SOUTH OF A CARSONITE WITNESS
 AA2544'POST, 21.1 FT (6.4 M) EAST OF TELEPHONE CABLE PEDESTAL NO. P 194, 52.4
 AA2544'FT (16.0 M) WEST OF A POWER POLE, 59.0 FT (18.0 M) NORTH OF THE
 AA2544'CENTERLINE OF U.S. 80, AND SET FLUSH WITH THE GROUND. STATION 57-15
 AA2544'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2545 ***********************************************************************
 AA2545  DESIGNATION -  57 17
 AA2545  PID         -  AA2545
 AA2545  STATE/COUNTY-  AL/RUSSELL
 AA2545  USGS QUAD   -  HATCHECHUBBEE (1985)
 AA2545
 AA2545                         *CURRENT SURVEY CONTROL
 AA2545  ___________________________________________________________________
 AA2545* NAD 83(1992)-  32 16 42.85296(N)    085 15 10.08171(W)     ADJUSTED  
 AA2545* NAVD 88     -        99.5    (meters)     326.     (feet)  VERTCON   
 AA2545  ___________________________________________________________________
 AA2545  X           -     446,709.820 (meters)                     COMP
 AA2545  Y           -  -5,379,169.952 (meters)                     COMP
 AA2545  Z           -   3,386,626.840 (meters)                     COMP
 AA2545  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AA2545  ELLIP HEIGHT-          72.50  (meters)          (07/29/02) GPS OBS
 AA2545  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AA2545
 AA2545  HORZ ORDER  -  FIRST
 AA2545  ELLP ORDER  -  FOURTH    CLASS I
 AA2545
 AA2545.The horizontal coordinates were established by GPS observations
 AA2545.and adjusted by the National Geodetic Survey in September 1997..
 AA2545
 AA2545.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2545
 AA2545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2545
 AA2545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2545
 AA2545.The ellipsoidal height was determined by GPS observations
 AA2545.and is referenced to NAD 83.
 AA2545
 AA2545.The geoid height was determined by GEOID03.
 AA2545
 AA2545;                    North         East     Units Scale Factor Converg.
 AA2545;SPC AL E     -   197,341.222   254,688.088   MT  0.99999687   +0 18 36.1
 AA2545;UTM  16      - 3,572,653.836   664,542.459   MT  0.99993388   +0 55 59.8
 AA2545
 AA2545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2545!SPC AL E     -   0.99998862  x   0.99999687  =   0.99998549
 AA2545!UTM  16      -   0.99998862  x   0.99993388  =   0.99992250
 AA2545
 AA2545                          SUPERSEDED SURVEY CONTROL
 AA2545
 AA2545  NAD 83(1992)-  32 16 42.85290(N)    085 15 10.08221(W) AD(       ) 1
 AA2545  ELLIP H (11/30/94)   72.56   (m)                       GP(       ) 4 1
 AA2545  NGVD 29 (11/30/94)   99.5    (m)          326.     (f) GPS OBS        
 AA2545
 AA2545.Superseded values are not recommended for survey control.
 AA2545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2545.See file dsdata.txt to determine how the superseded data were derived.
 AA2545
 AA2545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6454272654(NAD 83)
 AA2545_MARKER: DD = SURVEY DISK
 AA2545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2545_SP_SET: CONCRETE POST
 AA2545_STAMPING: 57-17 1992
 AA2545_MARK LOGO: ALHD  
 AA2545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2545+STABILITY: SURFACE MOTION
 AA2545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2545+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2545
 AA2545  HISTORY     - Date     Condition        Report By
 AA2545  HISTORY     - 1992     MONUMENTED       ALHD
 AA2545
 AA2545                          STATION DESCRIPTION
 AA2545
 AA2545'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2545'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2545'ALA 26, ABOUT 4.90 MI (7.89 KM) WEST-SOUTHWEST OF SEALE AND ABOUT 9.90
 AA2545'MI (15.93 KM) EAST-NORTHEAST OF HURTSBORO. TO REACH THE STATION FROM
 AA2545'THE JUNCTION OF U.S. 431 AND ALA 26 (MILE POST 100.25 ON U.S. 431 AND
 AA2545'MILE POST 15.30 ON ALA 26), IN SEALE, DRIVE WEST ON ALA 26 FOR 5.20 MI
 AA2545'(8.37 KM) TO MILE POST 10.10 AND THE STATION ON THE RIGHT. THE STATION
 AA2545'IS 8.0 FT (2.4 M) SOUTH OF A CARSONITE WITNESS POST, 8.1 FT (2.5 M)
 AA2545'SOUTH-SOUTHEAST OF A HOG WIRE FENCE ON WOOD POST, 18.0 FT (5.5 M) EAST
 AA2545'OF A WARNING UNDERGROUND CABLE MARKER POST AND SIGN, 32.6 FT (9.9 M)
 AA2545'WEST OF THE WEST END OF A EIGHTEEN-INCH CONCRETE PIPE UNDER A
 AA2545'DRIVEWAY, 33.7 FT (10.3 M) WEST-SOUTHWEST OF THE WEST EIGHT-INCH GATE
 AA2545'POST, 37.0 FT (11.3 M) NORTH OF THE CENTER OF A PAVED DRIVE ACROSS ALA
 AA2545'26, 44.8 FT (13.7 M) WEST-SOUTHWEST OF THE EAST EIGHT-INCH GATE POST,
 AA2545'49.1 FT (15.0 M) NORTH OF THE CENTERLINE OF ALA 26, 127.6 FT (38.9 M)
 AA2545'WEST OF THE SOUTHEAST BRACED FENCE CORNER, 131.2 FT (40.0 M) WEST OF
 AA2545'TELEPHONE CABLE PEDESTAL NO. P 99, 131.6 FT (40.1 M) WEST OF A POWER
 AA2545'POLE AND SET FLUSH WITH THE GROUND. STATION 57-18 1992 MAY BE USED AS
 AA2545'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2546 ***********************************************************************
 AA2546  DESIGNATION -  57 18
 AA2546  PID         -  AA2546
 AA2546  STATE/COUNTY-  AL/RUSSELL
 AA2546  USGS QUAD   -  HATCHECHUBBEE (1985)
 AA2546
 AA2546                         *CURRENT SURVEY CONTROL
 AA2546  ___________________________________________________________________
 AA2546* NAD 83(1992)-  32 16 35.21865(N)    085 15 39.38920(W)     ADJUSTED  
 AA2546* NAVD 88     -       108.9    (meters)     357.     (feet)  VERTCON   
 AA2546  ___________________________________________________________________
 AA2546  X           -     445,956.537 (meters)                     COMP
 AA2546  Y           -  -5,379,366.418 (meters)                     COMP
 AA2546  Z           -   3,386,433.019 (meters)                     COMP
 AA2546  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AA2546  ELLIP HEIGHT-          81.87  (meters)          (07/29/02) GPS OBS
 AA2546  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 AA2546
 AA2546  HORZ ORDER  -  FIRST
 AA2546  ELLP ORDER  -  FOURTH    CLASS I
 AA2546
 AA2546.The horizontal coordinates were established by GPS observations
 AA2546.and adjusted by the National Geodetic Survey in September 1997..
 AA2546
 AA2546.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2546
 AA2546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2546
 AA2546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2546
 AA2546.The ellipsoidal height was determined by GPS observations
 AA2546.and is referenced to NAD 83.
 AA2546
 AA2546.The geoid height was determined by GEOID03.
 AA2546
 AA2546;                    North         East     Units Scale Factor Converg.
 AA2546;SPC AL E     -   197,101.944   253,922.426   MT  0.99999584   +0 18 20.4
 AA2546;UTM  16      - 3,572,406.259   663,779.493   MT  0.99993079   +0 55 43.9
 AA2546
 AA2546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2546!SPC AL E     -   0.99998715  x   0.99999584  =   0.99998299
 AA2546!UTM  16      -   0.99998715  x   0.99993079  =   0.99991794
 AA2546
 AA2546                          SUPERSEDED SURVEY CONTROL
 AA2546
 AA2546  NAD 83(1992)-  32 16 35.21857(N)    085 15 39.38972(W) AD(       ) 1
 AA2546  ELLIP H (11/30/94)   81.93   (m)                       GP(       ) 4 1
 AA2546  NGVD 29 (11/30/94)  108.9    (m)          357.     (f) GPS OBS        
 AA2546
 AA2546.Superseded values are not recommended for survey control.
 AA2546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2546.See file dsdata.txt to determine how the superseded data were derived.
 AA2546
 AA2546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6377972406(NAD 83)
 AA2546_MARKER: DD = SURVEY DISK
 AA2546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2546_SP_SET: CONCRETE POST
 AA2546_STAMPING: 57-18 1992
 AA2546_MARK LOGO: ALHD  
 AA2546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2546+STABILITY: SURFACE MOTION
 AA2546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2546+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2546
 AA2546  HISTORY     - Date     Condition        Report By
 AA2546  HISTORY     - 1992     MONUMENTED       ALHD
 AA2546
 AA2546                          STATION DESCRIPTION
 AA2546
 AA2546'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2546'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2546'ALA 26, ABOUT 5.50 MI (8.85 KM) WEST-SOUTHWEST OF SEALE AND ABOUT 9.35
 AA2546'MI (15.05 KM) EAST-NORTHEAST OF HURTSBORO. TO REACH THE STATION FROM
 AA2546'THE JUNCTION OF U.S. 431 AND ALA 26 (MILE POST 100.25 ON U.S. 431 AND
 AA2546'MILE POST 15.30 ON ALA 26), IN SEALE, DRIVE WEST ON ALA 26 FOR 5.75 MI
 AA2546'(9.25 KM) TO MILE POST 9.75 AND THE STATION ON THE RIGHT. THE STATION
 AA2546'IS 3.5 FT (1.1 M) SOUTH OF A CARSONITE WITNESS POST, 3.6 FT (1.1 M)
 AA2546'SOUTH OF A ROW OF SIX-INCH WOOD POST, 33.6 FT (10.2 M) NORTH OF THE
 AA2546'CENTERLINE OF ALA 26, 122.6 FT (37.4 M) EAST OF A WATER METER, 128.3
 AA2546'FT (39.1 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 93, 130.4 FT (39.7 M)
 AA2546'EAST OF A JUNCTION POWER POLE, 147.0 FT (44.8 M) EAST OF THE CENTER OF
 AA2546'A GRAVEL DRIVEWAY AND SET FLUSH WITH THE GROUND. STATION 57-17 1992
 AA2546'MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2547 ***********************************************************************
 AA2547  DESIGNATION -  57 19
 AA2547  PID         -  AA2547
 AA2547  STATE/COUNTY-  AL/RUSSELL
 AA2547  USGS QUAD   -  CRAWFORD (1984)
 AA2547
 AA2547                         *CURRENT SURVEY CONTROL
 AA2547  ___________________________________________________________________
 AA2547* NAD 83(1992)-  32 23 50.27616(N)    085 14 44.54211(W)     ADJUSTED  
 AA2547* NAVD 88     -       107.1    (meters)     351.     (feet)  VERTCON   
 AA2547  ___________________________________________________________________
 AA2547  X           -     446,792.632 (meters)                     COMP
 AA2547  Y           -  -5,372,102.007 (meters)                     COMP
 AA2547  Z           -   3,397,754.956 (meters)                     COMP
 AA2547  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AA2547  ELLIP HEIGHT-          79.61  (meters)          (07/29/02) GPS OBS
 AA2547  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 AA2547
 AA2547  HORZ ORDER  -  FIRST
 AA2547  ELLP ORDER  -  FOURTH    CLASS I
 AA2547
 AA2547.The horizontal coordinates were established by GPS observations
 AA2547.and adjusted by the National Geodetic Survey in November 1994..
 AA2547
 AA2547.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2547
 AA2547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2547
 AA2547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2547
 AA2547.The ellipsoidal height was determined by GPS observations
 AA2547.and is referenced to NAD 83.
 AA2547
 AA2547.The geoid height was determined by GEOID03.
 AA2547
 AA2547;                    North         East     Units Scale Factor Converg.
 AA2547;SPC AL E     -   210,510.780   255,284.176   MT  0.99999767   +0 18 53.5
 AA2547;UTM  16      - 3,585,828.283   664,994.997   MT  0.99993571   +0 56 24.5
 AA2547
 AA2547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2547!SPC AL E     -   0.99998750  x   0.99999767  =   0.99998517
 AA2547!UTM  16      -   0.99998750  x   0.99993571  =   0.99992321
 AA2547
 AA2547                          SUPERSEDED SURVEY CONTROL
 AA2547
 AA2547  ELLIP H (11/30/94)   79.65   (m)                       GP(       ) 4 1
 AA2547  NGVD 29 (11/30/94)  107.1    (m)          351.     (f) GPS OBS        
 AA2547
 AA2547.Superseded values are not recommended for survey control.
 AA2547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2547.See file dsdata.txt to determine how the superseded data were derived.
 AA2547
 AA2547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6499585828(NAD 83)
 AA2547_MARKER: DD = SURVEY DISK
 AA2547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2547_SP_SET: CONCRETE POST
 AA2547_STAMPING: 57-19 1992
 AA2547_MARK LOGO: ALHD  
 AA2547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2547+STABILITY: SURFACE MOTION
 AA2547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2547+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003
 AA2547
 AA2547  HISTORY     - Date     Condition        Report By
 AA2547  HISTORY     - 1992     MONUMENTED       ALHD
 AA2547  HISTORY     - 20031017 GOOD             INDIV
 AA2547
 AA2547                          STATION DESCRIPTION
 AA2547
 AA2547'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2547'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2547'RUSSELL COUNTY ROAD NO. 32, ABOUT 5.20 MI (8.37 KM) SOUTHWEST OF
 AA2547'CRAWFORD AND ABOUT 8.20 MI (13.20 KM) NORTH-NORTHWEST OF SEALE. TO
 AA2547'REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 169, (MILE POST
 AA2547'208.10 ON U.S. 80 AND MILE POST 10.40 ON ALA 169), IN CRAWFORD, DRIVE
 AA2547'SOUTH ON ALA 169 FOR 3.90 MI (6.28 KM) TO MILE POST 6.50 AND RUSSELL
 AA2547'COUNTY ROAD NO. 32 ON THE RIGHT, TURN RIGHT AND DRIVE WEST FOR 4.05 MI
 AA2547'(6.52 KM) TO THE STATION ON THE RIGHT. THE STATION IS 5.7 FT (1.7 M)
 AA2547'SOUTH OF A FIVE STRAND BARBED WIRE FENCE ON STEEL AND WOOD POST, 6.0
 AA2547'FT (1.8 M) SOUTH OF A CARSONITE WITNESS POST, 23.0 FT (7.0 M) NORTH OF
 AA2547'THE CENTER OF RUSSELL COUNTY ROAD NO. 32, 76.7 FT (23.4 M) EAST OF A
 AA2547'POWER POLE AND SET FLUSH WITH THE GROUND. STATION 57-20 1992 MAY BE
 AA2547'USED AS AN AZIMUTH FOR THIS STATION.
 AA2547
 AA2547                          STATION RECOVERY (2003)
 AA2547
 AA2547'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 AA2547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2548 ***********************************************************************
 AA2548  DESIGNATION -  57 20
 AA2548  PID         -  AA2548
 AA2548  STATE/COUNTY-  AL/RUSSELL
 AA2548  USGS QUAD   -  CRAWFORD (1984)
 AA2548
 AA2548                         *CURRENT SURVEY CONTROL
 AA2548  ___________________________________________________________________
 AA2548* NAD 83(1992)-  32 23 50.69219(N)    085 14 12.60800(W)     ADJUSTED  
 AA2548* NAVD 88     -       107.9    (meters)     354.     (feet)  VERTCON   
 AA2548  ___________________________________________________________________
 AA2548  X           -     447,623.822 (meters)                     COMP
 AA2548  Y           -  -5,372,026.550 (meters)                     COMP
 AA2548  Z           -   3,397,766.173 (meters)                     COMP
 AA2548  LAPLACE CORR-           2.17  (seconds)                    DEFLEC99
 AA2548  ELLIP HEIGHT-          80.35  (meters)          (07/29/02) GPS OBS
 AA2548  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA2548
 AA2548  HORZ ORDER  -  FIRST
 AA2548  ELLP ORDER  -  FOURTH    CLASS I
 AA2548
 AA2548.The horizontal coordinates were established by GPS observations
 AA2548.and adjusted by the National Geodetic Survey in November 1994..
 AA2548
 AA2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2548
 AA2548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2548
 AA2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2548
 AA2548.The ellipsoidal height was determined by GPS observations
 AA2548.and is referenced to NAD 83.
 AA2548
 AA2548.The geoid height was determined by GEOID03.
 AA2548
 AA2548;                    North         East     Units Scale Factor Converg.
 AA2548;SPC AL E     -   210,528.216   256,118.665   MT  0.99999882   +0 19 10.6
 AA2548;UTM  16      - 3,585,854.823   665,829.195   MT  0.99993912   +0 56 41.6
 AA2548
 AA2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2548!SPC AL E     -   0.99998738  x   0.99999882  =   0.99998620
 AA2548!UTM  16      -   0.99998738  x   0.99993912  =   0.99992651
 AA2548
 AA2548                          SUPERSEDED SURVEY CONTROL
 AA2548
 AA2548  ELLIP H (11/30/94)   80.39   (m)                       GP(       ) 4 1
 AA2548  NGVD 29 (11/30/94)  107.9    (m)          354.     (f) GPS OBS        
 AA2548
 AA2548.Superseded values are not recommended for survey control.
 AA2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2548.See file dsdata.txt to determine how the superseded data were derived.
 AA2548
 AA2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6582985855(NAD 83)
 AA2548_MARKER: DD = SURVEY DISK
 AA2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2548_SP_SET: CONCRETE POST
 AA2548_STAMPING: 57-20 1992
 AA2548_MARK LOGO: ALHD  
 AA2548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2548+STABILITY: SURFACE MOTION
 AA2548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2548+SATELLITE: SATELLITE OBSERVATIONS - October 17, 2003
 AA2548
 AA2548  HISTORY     - Date     Condition        Report By
 AA2548  HISTORY     - 1992     MONUMENTED       ALHD
 AA2548  HISTORY     - 20031017 GOOD             INDIV
 AA2548
 AA2548                          STATION DESCRIPTION
 AA2548
 AA2548'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2548'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2548'RUSSELL COUNTY ROAD NO. 32, ABOUT 4.85 MI (7.81 KM) SOUTHWEST OF
 AA2548'CRAWFORD AND ABOUT 7.95 MI (12.79 KM) NORTH-NORTHWEST OF SEALE. TO
 AA2548'REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 169, (MILE POST
 AA2548'208.10 ON U.S. 80 AND MILE POST 10.40 ON ALA 169), IN CRAWFORD, DRIVE
 AA2548'SOUTH ON ALA 169 FOR 3.90 MI (6.28 KM) TO MILE POST 6.50 AND RUSSELL
 AA2548'COUNTY ROAD NO. 32 ON THE RIGHT, TURN RIGHT AND DRIVE WEST FOR 3.55 MI
 AA2548'(5.71 KM) TO THE STATION ON THE RIGHT. THE STATION IS 8.0 FT (2.4 M)
 AA2548'SOUTH OF A CARSONITE WITNESS POST, 8.2 FT (2.5 M) SOUTH OF A FOUR
 AA2548'STRAND BARBED WIRE FENCE ON STEEL AND WOOD POST, 29.0 FT (8.8 M)
 AA2548'EAST-SOUTHEAST OF THE EAST ONE OF TWO EIGHT-INCH FENCE POSTS IN THE
 AA2548'FENCE LINE, 32.9 FT (10.0 M) NORTH OF THE CENTERLINE OF RUSSELL COUNTY
 AA2548'ROAD NO. 32, 34.0 FT (10.4 M) EAST-NORTHEAST OF MAILBOX NO. 355, 36.7
 AA2548'FT (11.2 M) EAST OF TELEPHONE CABLE PEDESTAL NO. P 14, 38.2 FT (11.6
 AA2548'M) EAST-SOUTHEAST OF THE WEST ONE OF TWO EIGHT-INCH BRACED FENCE POSTS
 AA2548'IN THE FENCE LINE, 55.0 FT (16.8 M) NORTHEAST OF THE CENTER OF A
 AA2548'GRAVEL DRIVE ACROSS RUSSELL COUNTY ROAD NO. 32, 91.8 FT (28.0 M)
 AA2548'NORTHEAST OF A FIRE HYDRANT ACROSS RUSSELL COUNTY ROAD NO. 32, 94.6 FT
 AA2548'(28.8 M) NORTHEAST OF THE CENTER OF A WATER METER ACROSS RUSSELL
 AA2548'COUNTY ROAD NO. 32 AND SET FLUSH WITH THE GROUND. STATION 57-19 1992
 AA2548'MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2548
 AA2548                          STATION RECOVERY (2003)
 AA2548
 AA2548'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 AA2548'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2549 ***********************************************************************
 AA2549  DESIGNATION -  57 21
 AA2549  PID         -  AA2549
 AA2549  STATE/COUNTY-  AL/RUSSELL
 AA2549  USGS QUAD   -  CRAWFORD (1984)
 AA2549
 AA2549                         *CURRENT SURVEY CONTROL
 AA2549  ___________________________________________________________________
 AA2549* NAD 83(1992)-  32 24 16.05860(N)    085 08 38.15387(W)     ADJUSTED  
 AA2549* NAVD 88     -       111.9    (meters)     367.     (feet)  VERTCON   
 AA2549  ___________________________________________________________________
 AA2549  X           -     456,298.716 (meters)                     COMP
 AA2549  Y           -  -5,370,880.010 (meters)                     COMP
 AA2549  Z           -   3,398,428.169 (meters)                     COMP
 AA2549  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 AA2549  ELLIP HEIGHT-          84.55  (meters)          (07/29/02) GPS OBS
 AA2549  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AA2549
 AA2549  HORZ ORDER  -  FIRST
 AA2549  ELLP ORDER  -  FOURTH    CLASS I
 AA2549
 AA2549.The horizontal coordinates were established by GPS observations
 AA2549.and adjusted by the National Geodetic Survey in September 1997..
 AA2549
 AA2549.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2549
 AA2549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2549
 AA2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2549
 AA2549.The ellipsoidal height was determined by GPS observations
 AA2549.and is referenced to NAD 83.
 AA2549
 AA2549.The geoid height was determined by GEOID03.
 AA2549
 AA2549;                    North         East     Units Scale Factor Converg.
 AA2549;SPC AL E     -   211,362.146   264,854.221   MT  1.00001185   +0 22 10.0
 AA2549;UTM  16      - 3,586,784.004   674,554.711   MT  0.99997574   +0 59 41.7
 AA2549
 AA2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2549!SPC AL E     -   0.99998672  x   1.00001185  =   0.99999857
 AA2549!UTM  16      -   0.99998672  x   0.99997574  =   0.99996247
 AA2549
 AA2549:                Primary Azimuth Mark                     Grid Az
 AA2549:SPC AL E     -  57 22                                    227 52 26.6
 AA2549:UTM  16      -  57 22                                    227 14 54.9
 AA2549
 AA2549|---------------------------------------------------------------------|
 AA2549| PID    Reference Object                     Distance      Geod. Az  |
 AA2549|                                                           dddmmss.s |
 AA2549| AA2550 57 22                               APPROX. 0.5 KM 2281436.6 |
 AA2549|---------------------------------------------------------------------|
 AA2549
 AA2549                          SUPERSEDED SURVEY CONTROL
 AA2549
 AA2549  NAD 83(1992)-  32 24 16.05871(N)    085 08 38.15446(W) AD(       ) 1
 AA2549  ELLIP H (11/30/94)   84.57   (m)                       GP(       ) 4 1
 AA2549  NGVD 29 (11/30/94)  111.9    (m)          367.     (f) GPS OBS        
 AA2549
 AA2549.Superseded values are not recommended for survey control.
 AA2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2549.See file dsdata.txt to determine how the superseded data were derived.
 AA2549
 AA2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7455586784(NAD 83)
 AA2549_MARKER: DD = SURVEY DISK
 AA2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2549_SP_SET: CONCRETE POST
 AA2549_STAMPING: 57-21 1992
 AA2549_MARK LOGO: ALHD  
 AA2549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2549+STABILITY: SURFACE MOTION
 AA2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2549+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2549
 AA2549  HISTORY     - Date     Condition        Report By
 AA2549  HISTORY     - 1992     MONUMENTED       ALHD
 AA2549
 AA2549                          STATION DESCRIPTION
 AA2549
 AA2549'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2549'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2549'OF RUSSELL COUNTY ROAD NO. 28, ABOUT 9.40 MI (15.13 KM) SOUTHWEST OF
 AA2549'PHENIX CITY AND ABOUT 7.55 MI (12.15 KM) NORTH-NORTHEAST OF SEALE. TO
 AA2549'REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 169, (MILE POST
 AA2549'208.10 ON U.S. 80 AND MILE POST 10.40 ON ALA 169), DRIVE SOUTH ON ALA
 AA2549'169 FOR 5.05 MI (8.13 KM) TO MILE POST 5.50 AND RUSSELL COUNTY ROAD
 AA2549'NO. 28 ON THE LEFT, TURN LEFT ON RUSSELL COUNTY ROAD NO. 28 AND DRIVE
 AA2549'NORTHEAST FOR 2.15 MI (3.46 KM) TO THE STATION ON THE LEFT. THE
 AA2549'STATION IS 8.0 FT (2.4 M) SOUTHEAST OF A CARSONITE WITNESS POST, 8.0
 AA2549'FT (2.4 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON WOOD POST,
 AA2549'34.3 FT (10.5 M) SOUTHWEST OF A TRANSFORMER POWER POLE, 104.0 FT (31.7
 AA2549'M) NORTHWEST OF THE CENTERLINE OF RUSSELL COUNTY ROAD NO. 28 AND SET
 AA2549'FLUSH WITH THE GROUND. STATION 57-22 1992 MAY BE USED AS AN AZIMUTH
 AA2549'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2550 ***********************************************************************
 AA2550  DESIGNATION -  57 22
 AA2550  PID         -  AA2550
 AA2550  STATE/COUNTY-  AL/RUSSELL
 AA2550  USGS QUAD   -  CRAWFORD (1984)
 AA2550
 AA2550                         *CURRENT SURVEY CONTROL
 AA2550  ___________________________________________________________________
 AA2550* NAD 83(1992)-  32 24 04.18542(N)    085 08 53.83026(W)     ADJUSTED  
 AA2550* NAVD 88     -       107.7    (meters)     353.     (feet)  VERTCON   
 AA2550  ___________________________________________________________________
 AA2550  X           -     455,906.799 (meters)                     COMP
 AA2550  Y           -  -5,371,106.445 (meters)                     COMP
 AA2550  Z           -   3,398,117.130 (meters)                     COMP
 AA2550  LAPLACE CORR-           2.41  (seconds)                    DEFLEC99
 AA2550  ELLIP HEIGHT-          80.37  (meters)          (07/29/02) GPS OBS
 AA2550  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA2550
 AA2550  HORZ ORDER  -  FIRST
 AA2550  ELLP ORDER  -  FOURTH    CLASS I
 AA2550
 AA2550.The horizontal coordinates were established by GPS observations
 AA2550.and adjusted by the National Geodetic Survey in September 1997..
 AA2550
 AA2550.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2550
 AA2550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2550
 AA2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2550
 AA2550.The ellipsoidal height was determined by GPS observations
 AA2550.and is referenced to NAD 83.
 AA2550
 AA2550.The geoid height was determined by GEOID03.
 AA2550
 AA2550;                    North         East     Units Scale Factor Converg.
 AA2550;SPC AL E     -   210,993.776   264,446.909   MT  1.00001120   +0 22 01.5
 AA2550;UTM  16      - 3,586,411.224   674,151.459   MT  0.99997401   +0 59 32.9
 AA2550
 AA2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2550!SPC AL E     -   0.99998738  x   1.00001120  =   0.99999858
 AA2550!UTM  16      -   0.99998738  x   0.99997401  =   0.99996139
 AA2550
 AA2550:                Primary Azimuth Mark                     Grid Az
 AA2550:SPC AL E     -  57 21                                    047 52 26.7
 AA2550:UTM  16      -  57 21                                    047 14 55.3
 AA2550
 AA2550|---------------------------------------------------------------------|
 AA2550| PID    Reference Object                     Distance      Geod. Az  |
 AA2550|                                                           dddmmss.s |
 AA2550| AA2549 57 21                               APPROX. 0.5 KM 0481428.2 |
 AA2550|---------------------------------------------------------------------|
 AA2550
 AA2550                          SUPERSEDED SURVEY CONTROL
 AA2550
 AA2550  NAD 83(1992)-  32 24 04.18552(N)    085 08 53.83086(W) AD(       ) 1
 AA2550  ELLIP H (11/30/94)   80.39   (m)                       GP(       ) 4 1
 AA2550  NGVD 29 (11/30/94)  107.8    (m)          354.     (f) GPS OBS        
 AA2550
 AA2550.Superseded values are not recommended for survey control.
 AA2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2550.See file dsdata.txt to determine how the superseded data were derived.
 AA2550
 AA2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7415186411(NAD 83)
 AA2550_MARKER: DD = SURVEY DISK
 AA2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2550_SP_SET: CONCRETE POST
 AA2550_STAMPING: 57-22 1992
 AA2550_MARK LOGO: ALHD  
 AA2550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2550+STABILITY: SURFACE MOTION
 AA2550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2550+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2550
 AA2550  HISTORY     - Date     Condition        Report By
 AA2550  HISTORY     - 1992     MONUMENTED       ALHD
 AA2550
 AA2550                          STATION DESCRIPTION
 AA2550
 AA2550'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2550'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2550'OF RUSSELL COUNTY ROAD NO. 28, ABOUT 9.80 MI (15.77 KM) SOUTHWEST OF
 AA2550'PHENIX CITY AND ABOUT 7.20 MI (11.59 KM) NORTH-NORTHEAST OF SEALE. TO
 AA2550'REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 169, (MILE POST
 AA2550'208.10 ON U.S. 80 AND MILE POST 10.40 ON ALA 169), DRIVE SOUTH ON ALA
 AA2550'169 FOR 5.05 MI (8.13 KM) TO MILE POST 5.50 AND RUSSELL COUNTY ROAD
 AA2550'NO. 28 ON THE LEFT, TURN LEFT ON RUSSELL COUNTY ROAD NO. 28 AND DRIVE
 AA2550'NORTHEAST FOR 1.75 MI (2.82 KM) TO THE STATION ON THE LEFT. THE
 AA2550'STATION IS 6.4 FT (2.0 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE
 AA2550'ON STEEL POST, 6.7 FT (2.0 M) SOUTHEAST OF A CARSONITE WITNESS POST,
 AA2550'36.1 FT (11.0 M) NORTH-NORTHWEST OF THE CENTERLINE OF RUSSELL COUNTY
 AA2550'ROAD NO. 28, 105.6 FT (32.2 M) EAST-NORTHEAST OF TRANSFORMER POWER
 AA2550'POLE NO. 40 82 35 WITH THREE METERS ATTACHED, 105.7 FT (32.2 M)
 AA2550'EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 127 AND SET FLUSH WITH
 AA2550'THE GROUND. STATION 57-21 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2550'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2551 ***********************************************************************
 AA2551  DESIGNATION -  57 23
 AA2551  PID         -  AA2551
 AA2551  STATE/COUNTY-  AL/RUSSELL
 AA2551  USGS QUAD   -  RUTHERFORD (1973)
 AA2551
 AA2551                         *CURRENT SURVEY CONTROL
 AA2551  ___________________________________________________________________
 AA2551* NAD 83(1992)-  32 11 35.90738(N)    085 17 18.57924(W)     ADJUSTED  
 AA2551* NAVD 88     -        89.1    (meters)     292.     (feet)  VERTCON   
 AA2551  ___________________________________________________________________
 AA2551  X           -     443,772.199 (meters)                     COMP
 AA2551  Y           -  -5,384,464.921 (meters)                     COMP
 AA2551  Z           -   3,378,623.858 (meters)                     COMP
 AA2551  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AA2551  ELLIP HEIGHT-          62.33  (meters)          (07/29/02) GPS OBS
 AA2551  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AA2551
 AA2551  HORZ ORDER  -  FIRST
 AA2551  ELLP ORDER  -  FOURTH    CLASS I
 AA2551
 AA2551.The horizontal coordinates were established by GPS observations
 AA2551.and adjusted by the National Geodetic Survey in September 1997..
 AA2551
 AA2551.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2551
 AA2551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2551
 AA2551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2551
 AA2551.The ellipsoidal height was determined by GPS observations
 AA2551.and is referenced to NAD 83.
 AA2551
 AA2551.The geoid height was determined by GEOID03.
 AA2551
 AA2551;                    North         East     Units Scale Factor Converg.
 AA2551;SPC AL E     -   187,868.922   251,373.533   MT  0.99999253   +0 17 25.0
 AA2551;UTM  16      - 3,563,146.723   661,331.227   MT  0.99992098   +0 54 43.4
 AA2551
 AA2551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2551!SPC AL E     -   0.99999021  x   0.99999253  =   0.99998274
 AA2551!UTM  16      -   0.99999021  x   0.99992098  =   0.99991119
 AA2551
 AA2551                          SUPERSEDED SURVEY CONTROL
 AA2551
 AA2551  NAD 83(1992)-  32 11 35.90719(N)    085 17 18.58009(W) AD(       ) 1
 AA2551  ELLIP H (11/30/94)   62.36   (m)                       GP(       ) 4 1
 AA2551  NGVD 29 (11/30/94)   89.1    (m)          292.     (f) GPS OBS        
 AA2551
 AA2551.Superseded values are not recommended for survey control.
 AA2551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2551.See file dsdata.txt to determine how the superseded data were derived.
 AA2551
 AA2551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6133163147(NAD 83)
 AA2551_MARKER: DD = SURVEY DISK
 AA2551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2551_SP_SET: CONCRETE POST
 AA2551_STAMPING: 57-23 1992
 AA2551_MARK LOGO: ALHD  
 AA2551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2551+STABILITY: SURFACE MOTION
 AA2551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2551+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2551
 AA2551  HISTORY     - Date     Condition        Report By
 AA2551  HISTORY     - 1992     MONUMENTED       ALHD
 AA2551
 AA2551                          STATION DESCRIPTION
 AA2551
 AA2551'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2551'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2551'AN UNMARKED PAVED COUNTY ROAD, ABOUT 8.45 MI (13.60 KM) SOUTHEAST OF
 AA2551'HURTSBORO AND ABOUT 9.80 MI (15.77 KM) SOUTHWEST OF SEALE. TO REACH
 AA2551'THE STATION FROM THE JUNCTION OF ALA 51, ALA 26 AND A PAVED CITY
 AA2551'STREET, (MILE POST 85.95 ON ALA 51 AND MILE POST 0.00 ON ALA 26) , IN
 AA2551'HURTSBORO, DRIVE SOUTH ON THE PAVED CITY STREET FOR 0.35 MI (0.56 KM)
 AA2551'TO A RAILROAD GRADE CROSSING, CONTINUE SOUTH ON THE PAVED CITY STREET
 AA2551'FOR 0.15 MI (0.24 KM) TO A PAVED CROSSROADS WITH RUSSELL COUNTY ROAD
 AA2551'NO. 49 ON THE LEFT, TURN LEFT ON RUSSELL COUNTY ROAD NO. 49 AND DRIVE
 AA2551'SOUTHEAST FOR 7.10 MI (11.43 KM) TO A PAVED COUNTY ROAD ON THE LEFT AT
 AA2551'RUTHERFORD, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR
 AA2551'0.90 MI (1.45 KM) TO A Y-INTERSECTION WITH A PAVED COUNTY ROAD LEFT
 AA2551'AND RIGHT, BEAR RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 0.65
 AA2551'MI (1.05 KM) TO THE STATION ON THE RIGHT. THE STATION IS 14.8 FT (4.5
 AA2551'M) NORTH OF A CARSONITE WITNESS POST, 28.6 FT (8.7 M) SOUTH-SOUTHEAST
 AA2551'OF THE CENTERLINE OF THE PAVED COUNTY ROAD AND SET FLUSH WITH THE
 AA2551'GROUND. STATION 57-24 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2552 ***********************************************************************
 AA2552  DESIGNATION -  57 24
 AA2552  PID         -  AA2552
 AA2552  STATE/COUNTY-  AL/RUSSELL
 AA2552  USGS QUAD   -  RUTHERFORD (1973)
 AA2552
 AA2552                         *CURRENT SURVEY CONTROL
 AA2552  ___________________________________________________________________
 AA2552* NAD 83(1992)-  32 11 46.26331(N)    085 17 51.42417(W)     ADJUSTED  
 AA2552* NAVD 88     -        86.3    (meters)     283.     (feet)  VERTCON   
 AA2552  ___________________________________________________________________
 AA2552  X           -     442,900.661 (meters)                     COMP
 AA2552  Y           -  -5,384,363.760 (meters)                     COMP
 AA2552  Z           -   3,378,892.307 (meters)                     COMP
 AA2552  LAPLACE CORR-           1.59  (seconds)                    DEFLEC99
 AA2552  ELLIP HEIGHT-          59.52  (meters)          (07/29/02) GPS OBS
 AA2552  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AA2552
 AA2552  HORZ ORDER  -  FIRST
 AA2552  ELLP ORDER  -  FOURTH    CLASS I
 AA2552
 AA2552.The horizontal coordinates were established by GPS observations
 AA2552.and adjusted by the National Geodetic Survey in September 1997..
 AA2552
 AA2552.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2552
 AA2552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2552
 AA2552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2552
 AA2552.The ellipsoidal height was determined by GPS observations
 AA2552.and is referenced to NAD 83.
 AA2552
 AA2552.The geoid height was determined by GEOID03.
 AA2552
 AA2552;                    North         East     Units Scale Factor Converg.
 AA2552;SPC AL E     -   188,183.585   250,511.658   MT  0.99999145   +0 17 07.6
 AA2552;UTM  16      - 3,563,451.992   660,466.052   MT  0.99991755   +0 54 26.1
 AA2552
 AA2552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2552!SPC AL E     -   0.99999065  x   0.99999145  =   0.99998210
 AA2552!UTM  16      -   0.99999065  x   0.99991755  =   0.99990821
 AA2552
 AA2552                          SUPERSEDED SURVEY CONTROL
 AA2552
 AA2552  NAD 83(1992)-  32 11 46.26311(N)    085 17 51.42500(W) AD(       ) 1
 AA2552  ELLIP H (11/30/94)   59.55   (m)                       GP(       ) 4 1
 AA2552  NGVD 29 (11/30/94)   86.3    (m)          283.     (f) GPS OBS        
 AA2552
 AA2552.Superseded values are not recommended for survey control.
 AA2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2552.See file dsdata.txt to determine how the superseded data were derived.
 AA2552
 AA2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6046663452(NAD 83)
 AA2552_MARKER: DD = SURVEY DISK
 AA2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2552_SP_SET: CONCRETE POST
 AA2552_STAMPING: 57-24 1992
 AA2552_MARK LOGO: ALHD  
 AA2552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2552+STABILITY: SURFACE MOTION
 AA2552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2552+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2552
 AA2552  HISTORY     - Date     Condition        Report By
 AA2552  HISTORY     - 1992     MONUMENTED       ALHD
 AA2552
 AA2552                          STATION DESCRIPTION
 AA2552
 AA2552'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2552'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2552'AN UNMARKED PAVED COUNTY ROAD, ABOUT 7.80 MI (12.55 KM) SOUTHEAST OF
 AA2552'HURTSBORO AND ABOUT 10.10 MI (16.25 KM) SOUTHWEST OF SEALE. TO REACH
 AA2552'THE STATION FROM THE JUNCTION OF ALA 51, ALA 26 AND A PAVED CITY
 AA2552'STREET, (MILE POST 85.95 ON ALA 51 AND MILE POST 0.00 ON ALA 26) , IN
 AA2552'HURTSBORO, DRIVE SOUTH ON THE PAVED CITY STREET FOR 0.35 MI (0.56 KM)
 AA2552'TO A RAILROAD GRADE CROSSING, CONTINUE SOUTH ON THE PAVED CITY STREET
 AA2552'FOR 0.15 MI (0.24 KM) TO A PAVED CROSSROADS WITH RUSSELL COUNTY ROAD
 AA2552'NO. 49 ON THE LEFT, TURN LEFT ON RUSSELL COUNTY ROAD NO. 49 AND DRIVE
 AA2552'SOUTHEAST FOR 7.10 MI (11.43 KM) TO A PAVED COUNTY ROAD ON THE LEFT AT
 AA2552'RUTHERFORD, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR
 AA2552'0.90 MI (1.45 KM) TO A Y-INTERSECTION WITH A PAVED COUNTY ROAD LEFT
 AA2552'AND RIGHT, BEAR RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 0.10
 AA2552'MI (0.16 KM) TO THE STATION ON THE LEFT. THE STATION IS 4.8 FT (1.5 M)
 AA2552'SOUTH OF A CARSONITE WITNESS POST, 10.5 FT (3.2 M) EAST-SOUTHEAST OF A
 AA2552'CROSS TIE POST IN AN OLD FENCE LINE, 38.2 FT (11.6 M) NORTH OF THE
 AA2552'CENTERLINE OF THE PAVED COUNTY ROAD, 109.2 FT (33.3 M) NORTH-NORTHWEST
 AA2552'OF A JUNCTION TRANSFORMER POWER POLE ACROSS THE PAVED COUNTY ROAD AND
 AA2552'SET FLUSH WITH THE GROUND. STATION 57-23 1992 MAY BE USED AS AN
 AA2552'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2553 ***********************************************************************
 AA2553  DESIGNATION -  57 25
 AA2553  PID         -  AA2553
 AA2553  STATE/COUNTY-  AL/RUSSELL
 AA2553  USGS QUAD   -  PITTSVIEW (1984)
 AA2553
 AA2553                         *CURRENT SURVEY CONTROL
 AA2553  ___________________________________________________________________
 AA2553* NAD 83(1992)-  32 14 42.70539(N)    085 09 52.88866(W)     ADJUSTED  
 AA2553* NAVD 88     -        81.5    (meters)     267.     (feet)  VERTCON   
 AA2553  ___________________________________________________________________
 AA2553  X           -     455,146.603 (meters)                     COMP
 AA2553  Y           -  -5,380,430.143 (meters)                     COMP
 AA2553  Z           -   3,383,487.736 (meters)                     COMP
 AA2553  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 AA2553  ELLIP HEIGHT-          54.69  (meters)          (07/29/02) GPS OBS
 AA2553  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AA2553
 AA2553  HORZ ORDER  -  FIRST
 AA2553  ELLP ORDER  -  FOURTH    CLASS I
 AA2553
 AA2553.The horizontal coordinates were established by GPS observations
 AA2553.and adjusted by the National Geodetic Survey in September 1997..
 AA2553
 AA2553.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2553
 AA2553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2553
 AA2553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2553
 AA2553.The ellipsoidal height was determined by GPS observations
 AA2553.and is referenced to NAD 83.
 AA2553
 AA2553.The geoid height was determined by GEOID03.
 AA2553
 AA2553;                    North         East     Units Scale Factor Converg.
 AA2553;SPC AL E     -   193,688.658   263,011.468   MT  1.00000894   +0 21 24.3
 AA2553;UTM  16      - 3,569,092.169   672,904.628   MT  0.99996869   +0 58 46.1
 AA2553
 AA2553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2553!SPC AL E     -   0.99999141  x   1.00000894  =   1.00000035
 AA2553!UTM  16      -   0.99999141  x   0.99996869  =   0.99996010
 AA2553
 AA2553                          SUPERSEDED SURVEY CONTROL
 AA2553
 AA2553  NAD 83(1992)-  32 14 42.70517(N)    085 09 52.88990(W) AD(       ) 1
 AA2553  ELLIP H (11/30/94)   54.71   (m)                       GP(       ) 4 1
 AA2553  NGVD 29 (11/30/94)   81.5    (m)          267.     (f) GPS OBS        
 AA2553
 AA2553.Superseded values are not recommended for survey control.
 AA2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2553.See file dsdata.txt to determine how the superseded data were derived.
 AA2553
 AA2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7290569092(NAD 83)
 AA2553_MARKER: DD = SURVEY DISK
 AA2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2553_SP_SET: CONCRETE POST
 AA2553_STAMPING: 57-25 1992
 AA2553_MARK LOGO: ALHD  
 AA2553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2553+STABILITY: SURFACE MOTION
 AA2553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2553+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2553
 AA2553  HISTORY     - Date     Condition        Report By
 AA2553  HISTORY     - 1992     MONUMENTED       ALHD
 AA2553
 AA2553                          STATION DESCRIPTION
 AA2553
 AA2553'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2553'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE EAST RIGHT OF WAY OF
 AA2553'U.S. 431, ABOUT 3.70 MI (5.95 KM) SOUTH OF SEALE AND ABOUT 6.80 MI
 AA2553'(10.94 KM) EAST-SOUTHEAST OF HATCHECHUBBEE. TO REACH THE STATION FROM
 AA2553'THE JUNCTION OF U.S. 431 AND ALA 26, (MILE POST 100.25 ON U.S. AND
 AA2553'MILE POST 15.30 ON ALA 26), IN SEALE, DRIVE SOUTH ON U.S. 431 FOR 3.70
 AA2553'MI (5.95 KM) TO MILE POST 96.95 AND THE STATION ON THE LEFT. THE
 AA2553'STATION IS 4.0 FT (1.2 M) WEST OF A CARSONITE WITNESS POST, 44.9 FT
 AA2553'(13.7 M) EAST-SOUTHEAST OF THE CENTERLINE OF U.S. 431 AND SET FLUSH
 AA2553'WITH THE GROUND. STATION 57-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2553'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2554 ***********************************************************************
 AA2554  DESIGNATION -  57 26
 AA2554  PID         -  AA2554
 AA2554  STATE/COUNTY-  AL/RUSSELL
 AA2554  USGS QUAD   -  PITTSVIEW (1984)
 AA2554
 AA2554                         *CURRENT SURVEY CONTROL
 AA2554  ___________________________________________________________________
 AA2554* NAD 83(1992)-  32 14 09.40821(N)    085 10 13.53233(W)     ADJUSTED  
 AA2554* NAVD 88     -        81.5    (meters)     267.     (feet)  VERTCON   
 AA2554  ___________________________________________________________________
 AA2554  X           -     454,654.180 (meters)                     COMP
 AA2554  Y           -  -5,381,020.935 (meters)                     COMP
 AA2554  Z           -   3,382,620.240 (meters)                     COMP
 AA2554  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AA2554  ELLIP HEIGHT-          54.74  (meters)          (07/29/02) GPS OBS
 AA2554  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 AA2554
 AA2554  HORZ ORDER  -  FIRST
 AA2554  ELLP ORDER  -  FOURTH    CLASS I
 AA2554
 AA2554.The horizontal coordinates were established by GPS observations
 AA2554.and adjusted by the National Geodetic Survey in September 1997..
 AA2554
 AA2554.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2554
 AA2554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2554
 AA2554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2554
 AA2554.The ellipsoidal height was determined by GPS observations
 AA2554.and is referenced to NAD 83.
 AA2554
 AA2554.The geoid height was determined by GEOID03.
 AA2554
 AA2554;                    North         East     Units Scale Factor Converg.
 AA2554;SPC AL E     -   192,659.664   262,477.394   MT  1.00000812   +0 21 13.0
 AA2554;UTM  16      - 3,568,057.474   672,381.789   MT  0.99996646   +0 58 34.1
 AA2554
 AA2554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2554!SPC AL E     -   0.99999141  x   1.00000812  =   0.99999953
 AA2554!UTM  16      -   0.99999141  x   0.99996646  =   0.99995787
 AA2554
 AA2554                          SUPERSEDED SURVEY CONTROL
 AA2554
 AA2554  NAD 83(1992)-  32 14 09.40798(N)    085 10 13.53358(W) AD(       ) 1
 AA2554  ELLIP H (11/30/94)   54.76   (m)                       GP(       ) 4 1
 AA2554  NGVD 29 (11/30/94)   81.5    (m)          267.     (f) GPS OBS        
 AA2554
 AA2554.Superseded values are not recommended for survey control.
 AA2554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2554.See file dsdata.txt to determine how the superseded data were derived.
 AA2554
 AA2554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7238268057(NAD 83)
 AA2554_MARKER: DD = SURVEY DISK
 AA2554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2554_SP_SET: CONCRETE POST
 AA2554_STAMPING: 57-26 1992
 AA2554_MARK LOGO: ALHD  
 AA2554_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2554+STABILITY: SURFACE MOTION
 AA2554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2554+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2554
 AA2554  HISTORY     - Date     Condition        Report By
 AA2554  HISTORY     - 1992     MONUMENTED       ALHD
 AA2554
 AA2554                          STATION DESCRIPTION
 AA2554
 AA2554'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2554'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE WEST RIGHT OF WAY OF
 AA2554'U.S. 431, ABOUT 4.15 MI (6.68 KM) SOUTH OF SEALE AND ABOUT 6.55 MI
 AA2554'(10.54 KM) EAST-SOUTHEAST OF HATCHECHUBBEE. TO REACH THE STATION FROM
 AA2554'THE JUNCTION OF U.S. 431 AND ALA 26, (MILE POST 100.25 ON U.S. AND
 AA2554'MILE POST 15.30 ON ALA 26), IN SEALE, DRIVE SOUTH ON U.S. 431 FOR 4.45
 AA2554'MI (7.16 KM) TO MILE POST 96.00 AND THE STATION ON THE RIGHT. THE
 AA2554'STATION IS 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST, 53.9 FT
 AA2554'(16.4 M) WEST-NORTHWEST OF THE CENTERLINE OF U.S. 431, 75.3 FT (23.0
 AA2554'M) SOUTH OF A POWER POLE, 98.7 FT (30.1 M) NORTH-NORTHWEST OF A MILE
 AA2554'POST 96 SIGN ACROSS U.S. 431, 112.8 FT (34.4 M) WEST OF A TELEPHONE
 AA2554'CABLE PEDESTAL ACROSS U.S. 431, 127.6 FT (38.9 M) SOUTH OF TRANSFORMER
 AA2554'POWER POLE NO. P 700 P 701 WITH THREE SMALL TRANSFORMERS MARKED 70 4H
 AA2554'AND SET FLUSH WITH THE GROUND. STATION 57-25 1992 MAY BE USED AS AN
 AA2554'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2555 ***********************************************************************
 AA2555  DESIGNATION -  57 27
 AA2555  PID         -  AA2555
 AA2555  STATE/COUNTY-  AL/RUSSELL
 AA2555  USGS QUAD   -  OMAHA (1984)
 AA2555
 AA2555                         *CURRENT SURVEY CONTROL
 AA2555  ___________________________________________________________________
 AA2555* NAD 83(1992)-  32 07 38.74482(N)    085 04 19.24561(W)     ADJUSTED  
 AA2555* NAVD 88     -        91.6    (meters)     301.     (feet)  VERTCON   
 AA2555  ___________________________________________________________________
 AA2555  X           -     464,447.438 (meters)                     COMP
 AA2555  Y           -  -5,386,626.328 (meters)                     COMP
 AA2555  Z           -   3,372,440.956 (meters)                     COMP
 AA2555  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AA2555  ELLIP HEIGHT-          65.14  (meters)          (07/29/02) GPS OBS
 AA2555  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AA2555
 AA2555  HORZ ORDER  -  FIRST
 AA2555  ELLP ORDER  -  FOURTH    CLASS I
 AA2555
 AA2555.The horizontal coordinates were established by GPS observations
 AA2555.and adjusted by the National Geodetic Survey in September 1997..
 AA2555
 AA2555.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2555
 AA2555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2555
 AA2555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2555
 AA2555.The ellipsoidal height was determined by GPS observations
 AA2555.and is referenced to NAD 83.
 AA2555
 AA2555.The geoid height was determined by GEOID03.
 AA2555
 AA2555;                    North         East     Units Scale Factor Converg.
 AA2555;SPC AL E     -   180,687.660   271,837.960   MT  1.00002362   +0 24 17.6
 AA2555;UTM  16      - 3,556,188.069   681,871.417   MT  1.00000793   +1 01 32.1
 AA2555
 AA2555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2555!SPC AL E     -   0.99998977  x   1.00002362  =   1.00001339
 AA2555!UTM  16      -   0.99998977  x   1.00000793  =   0.99999770
 AA2555
 AA2555:                Primary Azimuth Mark                     Grid Az
 AA2555:SPC AL E     -  57 28                                    022 01 31.3
 AA2555:UTM  16      -  57 28                                    021 24 16.8
 AA2555
 AA2555|---------------------------------------------------------------------|
 AA2555| PID    Reference Object                     Distance      Geod. Az  |
 AA2555|                                                           dddmmss.s |
 AA2555| AA2556 57 28                               APPROX. 0.5 KM 0222548.9 |
 AA2555|---------------------------------------------------------------------|
 AA2555
 AA2555                          SUPERSEDED SURVEY CONTROL
 AA2555
 AA2555  NAD 83(1992)-  32 07 38.74504(N)    085 04 19.24741(W) AD(       ) 1
 AA2555  NGVD 29 (11/30/94)   91.6    (m)          301.     (f) GPS OBS        
 AA2555
 AA2555.Superseded values are not recommended for survey control.
 AA2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2555.See file dsdata.txt to determine how the superseded data were derived.
 AA2555
 AA2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8187156188(NAD 83)
 AA2555_MARKER: DD = SURVEY DISK
 AA2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2555_SP_SET: CONCRETE POST
 AA2555_STAMPING: 57-27 1992
 AA2555_MARK LOGO: ALHD  
 AA2555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2555+STABILITY: SURFACE MOTION
 AA2555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2555+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2555
 AA2555  HISTORY     - Date     Condition        Report By
 AA2555  HISTORY     - 1992     MONUMENTED       ALHD
 AA2555
 AA2555                          STATION DESCRIPTION
 AA2555
 AA2555'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2555'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE WEST RIGHT OF WAY OF
 AA2555'ALA 165, ABOUT 6.75 MI (10.86 KM) SOUTHEAST OF PITTSVIEW AND ABOUT
 AA2555'12.95 MI (20.84 KM) SOUTH-SOUTHEAST OF SEALE. TO REACH THE STATION
 AA2555'FROM THE JUNCTION OF ALA 165 AND ALA 208, (MILE POST 12.35 ON ALA 165
 AA2555'AND MILE POST 0.00 ON ALA 208) SOUTH OF COTTONTON, DRIVE SOUTH ON ALA
 AA2555'165 FOR 1.50 MI (2.41 KM) TO MILE POST 10.90 AND THE STATION ON THE
 AA2555'RIGHT. THE STATION IS 2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS
 AA2555'POST, 48.2 FT (14.7 M) WEST-NORTHWEST OF THE CENTERLINE OF ALA 165,
 AA2555'52.4 FT (16.0 M) SOUTHWEST OF THE CENTER OF A CONCRETE BLOCK HEADWALL,
 AA2555'75.0 FT (22.9 M) SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA2555'84.0 FT (25.6 M) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL ROAD, 95.5
 AA2555'FT (29.1 M) SOUTH OF THE SOUTHEAST SIX-FOOT CHAIN LINK FENCE CORNER
 AA2555'AROUND UNITED TOWING INPOUND LOT, 129.3 FT (39.4 M) NORTH-NORTHEAST OF
 AA2555'TELEPHONE CABLE PEDESTAL NO. S 100, 130.5 FT (39.8 M) NORTH-NORTHEAST
 AA2555'OF JUNCTION POWER POLE NO. 46 86 65 AND SET FLUSH WITH THE GROUND.
 AA2555'STATION 57-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2556 ***********************************************************************
 AA2556  DESIGNATION -  57 28
 AA2556  PID         -  AA2556
 AA2556  STATE/COUNTY-  AL/RUSSELL
 AA2556  USGS QUAD   -  OMAHA (1984)
 AA2556
 AA2556                         *CURRENT SURVEY CONTROL
 AA2556  ___________________________________________________________________
 AA2556* NAD 83(1992)-  32 07 54.20708(N)    085 04 11.74472(W)     ADJUSTED  
 AA2556* NAVD 88     -       103.2    (meters)     339.     (feet)  VERTCON   
 AA2556  ___________________________________________________________________
 AA2556  X           -     464,622.406 (meters)                     COMP
 AA2556  Y           -  -5,386,366.931 (meters)                     COMP
 AA2556  Z           -   3,372,850.511 (meters)                     COMP
 AA2556  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AA2556  ELLIP HEIGHT-          76.83  (meters)          (07/29/02) GPS OBS
 AA2556  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 AA2556
 AA2556  HORZ ORDER  -  FIRST
 AA2556  ELLP ORDER  -  FOURTH    CLASS I
 AA2556
 AA2556.The horizontal coordinates were established by GPS observations
 AA2556.and adjusted by the National Geodetic Survey in September 1997..
 AA2556
 AA2556.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2556
 AA2556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2556
 AA2556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2556
 AA2556.The ellipsoidal height was determined by GPS observations
 AA2556.and is referenced to NAD 83.
 AA2556
 AA2556.The geoid height was determined by GEOID03.
 AA2556
 AA2556;                    North         East     Units Scale Factor Converg.
 AA2556;SPC AL E     -   181,165.328   272,031.196   MT  1.00002396   +0 24 21.8
 AA2556;UTM  16      - 3,556,667.795   682,059.464   MT  1.00000877   +1 01 36.6
 AA2556
 AA2556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2556!SPC AL E     -   0.99998794  x   1.00002396  =   1.00001190
 AA2556!UTM  16      -   0.99998794  x   1.00000877  =   0.99999671
 AA2556
 AA2556:                Primary Azimuth Mark                     Grid Az
 AA2556:SPC AL E     -  57 27                                    202 01 31.1
 AA2556:UTM  16      -  57 27                                    201 24 16.3
 AA2556
 AA2556|---------------------------------------------------------------------|
 AA2556| PID    Reference Object                     Distance      Geod. Az  |
 AA2556|                                                           dddmmss.s |
 AA2556| AA2555 57 27                               APPROX. 0.5 KM 2022552.9 |
 AA2556|---------------------------------------------------------------------|
 AA2556
 AA2556                          SUPERSEDED SURVEY CONTROL
 AA2556
 AA2556  NAD 83(1992)-  32 07 54.20730(N)    085 04 11.74652(W) AD(       ) 1
 AA2556  NGVD 29 (11/30/94)  103.3    (m)          339.     (f) GPS OBS        
 AA2556
 AA2556.Superseded values are not recommended for survey control.
 AA2556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2556.See file dsdata.txt to determine how the superseded data were derived.
 AA2556
 AA2556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8205956668(NAD 83)
 AA2556_MARKER: DD = SURVEY DISK
 AA2556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2556_SP_SET: CONCRETE POST
 AA2556_STAMPING: 57-28 1992
 AA2556_MARK LOGO: ALHD  
 AA2556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2556+STABILITY: SURFACE MOTION
 AA2556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2556+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2556
 AA2556  HISTORY     - Date     Condition        Report By
 AA2556  HISTORY     - 1992     MONUMENTED       ALHD
 AA2556
 AA2556                          STATION DESCRIPTION
 AA2556
 AA2556'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2556'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE WEST RIGHT OF WAY OF
 AA2556'ALA 165, ABOUT 6.65 MI (10.70 KM) SOUTHEAST OF PITTSVIEW AND ABOUT
 AA2556'12.65 MI (20.36 KM) SOUTH-SOUTHEAST OF SEALE. TO REACH THE STATION
 AA2556'FROM THE JUNCTION OF ALA 165 AND ALA 208, (MILE POST 12.35 ON ALA 165
 AA2556'AND MILE POST 0.00 ON ALA 208) SOUTH OF COTTONTON, DRIVE SOUTH ON ALA
 AA2556'165 FOR 1.20 MI (1.93 KM) TO MILE POST 11.20 AND THE STATION ON THE
 AA2556'RIGHT. THE STATION IS 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST,
 AA2556'42.7 FT (13.0 M) WEST-NORTHWEST OF THE CENTERLINE OF ALA 165, 60.5 FT
 AA2556'(18.4 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. S 95, 60.7 FT
 AA2556'(18.5 M) NORTH-NORTHEAST OF POWER POLE NO. 338, 72.6 FT (22.1 M)
 AA2556'SOUTH-SOUTHWEST OF A POWER POLE AND SET FLUSH WITH THE GROUND. STATION
 AA2556'57-27 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2557 ***********************************************************************
 AA2557  DESIGNATION -  57 29
 AA2557  PID         -  AA2557
 AA2557  STATE/COUNTY-  AL/RUSSELL
 AA2557  USGS QUAD   -  OMAHA (1984)
 AA2557
 AA2557                         *CURRENT SURVEY CONTROL
 AA2557  ___________________________________________________________________
 AA2557* NAD 83(1992)-  32 13 12.88819(N)    085 00 22.68428(W)     ADJUSTED  
 AA2557* NAVD 88     -        95.9    (meters)     315.     (feet)  VERTCON   
 AA2557  ___________________________________________________________________
 AA2557  X           -     470,148.194 (meters)                     COMP
 AA2557  Y           -  -5,380,633.814 (meters)                     COMP
 AA2557  Z           -   3,381,155.304 (meters)                     COMP
 AA2557  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AA2557  ELLIP HEIGHT-          69.43  (meters)          (07/29/02) GPS OBS
 AA2557  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 AA2557
 AA2557  HORZ ORDER  -  FIRST
 AA2557  ELLP ORDER  -  FOURTH    CLASS I
 AA2557
 AA2557.The horizontal coordinates were established by GPS observations
 AA2557.and adjusted by the National Geodetic Survey in September 1997..
 AA2557
 AA2557.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2557
 AA2557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2557
 AA2557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2557
 AA2557.The ellipsoidal height was determined by GPS observations
 AA2557.and is referenced to NAD 83.
 AA2557
 AA2557.The geoid height was determined by GEOID03.
 AA2557
 AA2557;                    North         East     Units Scale Factor Converg.
 AA2557;SPC AL E     -   191,025.957   277,959.538   MT  1.00003492   +0 26 27.5
 AA2557;UTM  16      - 3,566,592.081   687,880.447   MT  1.00003532   +1 03 47.9
 AA2557
 AA2557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2557!SPC AL E     -   0.99998910  x   1.00003492  =   1.00002402
 AA2557!UTM  16      -   0.99998910  x   1.00003532  =   1.00002442
 AA2557
 AA2557:                Primary Azimuth Mark                     Grid Az
 AA2557:SPC AL E     -  57 30                                    198 31 29.4
 AA2557:UTM  16      -  57 30                                    197 54 09.0
 AA2557
 AA2557|---------------------------------------------------------------------|
 AA2557| PID    Reference Object                     Distance      Geod. Az  |
 AA2557|                                                           dddmmss.s |
 AA2557| AA2558 57 30                               480.980 METERS 1985756.9 |
 AA2557|---------------------------------------------------------------------|
 AA2557
 AA2557                          SUPERSEDED SURVEY CONTROL
 AA2557
 AA2557  NAD 83(1992)-  32 13 12.88829(N)    085 00 22.68602(W) AD(       ) 1
 AA2557  NGVD 29 (11/30/94)   95.9    (m)          315.     (f) GPS OBS        
 AA2557
 AA2557.Superseded values are not recommended for survey control.
 AA2557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2557.See file dsdata.txt to determine how the superseded data were derived.
 AA2557
 AA2557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8788066592(NAD 83)
 AA2557_MARKER: DD = SURVEY DISK
 AA2557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2557_SP_SET: CONCRETE POST
 AA2557_STAMPING: 57-29 1992
 AA2557_MARK LOGO: ALHD  
 AA2557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2557+STABILITY: SURFACE MOTION
 AA2557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2557+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2557
 AA2557  HISTORY     - Date     Condition        Report By
 AA2557  HISTORY     - 1992     MONUMENTED       ALHD
 AA2557
 AA2557                          STATION DESCRIPTION
 AA2557
 AA2557'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2557'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE WEST RIGHT OF WAY OF
 AA2557'ALA 165, ABOUT 9.35 MI (15.05 KM) EAST-NORTHEAST OF PITTSVIEW AND
 AA2557'ABOUT 11.00 MI (17.70 KM) SOUTHEAST OF SEALE. TO REACH THE STATION
 AA2557'FROM THE JUNCTION OF ALA 165 AND ALA 208, (MILE POST 12.35 ON ALA 165
 AA2557'AND MILE POST 0.00 ON ALA 208) SOUTH OF COTTONTON, DRIVE NORTH ON ALA
 AA2557'165 FOR 6.20 MI (9.98 KM) TO MILE POST 18.55 AND THE STATION ON THE
 AA2557'LEFT. THE STATION IS 18.4 FT (5.6 M) SOUTH OF THE SOUTHEAST CORNER OF
 AA2557'A FIVE FOOT CHAIN LINK FENCE, 44.7 FT (13.6 M) WEST-NORTHWEST OF THE
 AA2557'CENTERLINE OF ALA 165, 116.6 FT (35.5 M) SOUTH-SOUTHWEST OF TELEPHONE
 AA2557'CABLE PEDESTAL NO. 118 W1 S1, 120.6 FT (36.8 M) SOUTH-SOUTHWEST OF A
 AA2557'TRANSFORMER POWER POLE, 142.6 FT (43.5 M) SOUTH-SOUTHWEST OF THE
 AA2557'CENTER OF A GRAVEL DRIVEWAY, 152.1 FT (46.4 M) NORTH OF A ALA 165
 AA2557'SOUTH SIGN, 193.3 FT (58.9 M) NORTH-NORTHEAST OF TELEPHONE CABLE
 AA2557'PEDESTAL NO. 118 W1 S2 AND SET FLUSH WITH THE GROUND. STATION 57-30
 AA2557'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2383 ***********************************************************************
 CM2383  DESIGNATION -  57 3
 CM2383  PID         -  CM2383
 CM2383  STATE/COUNTY-  AL/RUSSELL
 CM2383  USGS QUAD   -  SEALE (1984)
 CM2383
 CM2383                         *CURRENT SURVEY CONTROL
 CM2383  ___________________________________________________________________
 CM2383* NAD 83(1992)-  32 18 36.61101(N)    085 09 54.25911(W)     ADJUSTED  
 CM2383* NAVD 88     -       123.73   (meters)     405.9    (feet)  N HEIGHT  
 CM2383  ___________________________________________________________________
 CM2383  X           -     454,789.542 (meters)                     COMP
 CM2383  Y           -  -5,376,634.532 (meters)                     COMP
 CM2383  Z           -   3,389,601.892 (meters)                     COMP
 CM2383  LAPLACE CORR-           2.08  (seconds)                    DEFLEC99
 CM2383  ELLIP HEIGHT-          96.69  (meters)          (07/29/02) GPS OBS
 CM2383  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CM2383  DYNAMIC HT  -         123.59  (meters)     405.5   (feet)  COMP
 CM2383  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CM2383
 CM2383  HORZ ORDER  -  FIRST
 CM2383  VERT ORDER  -  THIRD
 CM2383  ELLP ORDER  -  FOURTH    CLASS I
 CM2383
 CM2383.The horizontal coordinates were established by GPS observations
 CM2383.and adjusted by the National Geodetic Survey in September 1997..
 CM2383
 CM2383.The orthometric height was determined by differential leveling
 CM2383.and adjusted by the National Geodetic Survey in September 1998..
 CM2383.The height was determined by precise leveling from only one NSRS
 CM2383.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CM2383.allowed ONLY to validate the GPS-derived height.
 CM2383
 CM2383.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2383
 CM2383.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2383
 CM2383.The ellipsoidal height was determined by GPS observations
 CM2383.and is referenced to NAD 83.
 CM2383
 CM2383.The geoid height was determined by GEOID03.
 CM2383
 CM2383.The dynamic height is computed by dividing the NAVD 88
 CM2383.geopotential number by the normal gravity value computed on the
 CM2383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM2383.degrees latitude (g = 980.6199 gals.).
 CM2383
 CM2383.The modeled gravity was interpolated from observed gravity values.
 CM2383
 CM2383;                    North         East     Units Scale Factor Converg.
 CM2383;SPC AL E     -   200,893.411   262,930.714   MT  1.00000882   +0 21 25.9
 CM2383;UTM  16      - 3,576,295.325   672,745.515   MT  0.99996800   +0 58 51.7
 CM2383
 CM2383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2383!SPC AL E     -   0.99998482  x   1.00000882  =   0.99999364
 CM2383!UTM  16      -   0.99998482  x   0.99996800  =   0.99995282
 CM2383
 CM2383                          SUPERSEDED SURVEY CONTROL
 CM2383
 CM2383  NAD 83(1992)-  32 18 36.61085(N)    085 09 54.26094(W) AD(       ) 1
 CM2383  ELLIP H (12/04/92)   96.68   (m)                       GP(       ) 4 1
 CM2383  NAD 83(1986)-  32 18 36.61338(N)    085 09 54.25716(W) AD(       ) 1
 CM2383  NGVD 29 (??/??/??)  123.74   (m)          406.0    (f) N HEIGHT    3  
 CM2383
 CM2383.Superseded values are not recommended for survey control.
 CM2383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2383.See file dsdata.txt to determine how the superseded data were derived.
 CM2383
 CM2383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7274676295(NAD 83)
 CM2383_MARKER: DD = SURVEY DISK
 CM2383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2383_SP_SET: CONCRETE POST
 CM2383_STAMPING: 57 - 3 1989
 CM2383_MARK LOGO: ALHD  
 CM2383_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2383+STABILITY: SURFACE MOTION
 CM2383_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2383+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 CM2383
 CM2383  HISTORY     - Date     Condition        Report By
 CM2383  HISTORY     - 1989     MONUMENTED       ALHD
 CM2383  HISTORY     - 18980815 GOOD             ALHD
 CM2383  HISTORY     - 20031016 GOOD             INDIV
 CM2383
 CM2383                          STATION DESCRIPTION
 CM2383
 CM2383'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2383'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE EAST RIGHT OF WAY OF
 CM2383'U. S. HIGHWAY 431 IN SEALE.
 CM2383'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON U.S. 431 IN SEALE,
 CM2383'GO NORTH ON U.S. 431 FOR 1.61 KM (1.00 MI) TO MILE POST 101.10 AND THE
 CM2383'STATION ON THE RIGHT IN A GRASSED TRAFFIC ISLAND IN THE INTERSECTION
 CM2383'OF A PAVED STREET SOUTHEAST TO CHEWLA HIGH SCHOOL.
 CM2383'THE STATION IS 7.32 M (24.0 FT) EAST OF THE CENTERLINE OF U. S. 431,
 CM2383'21.18 M (69.5 FT) NORTHWEST OF A NIGHT LIGHT POLE, 3.96 M (13.0 FT)
 CM2383'SOUTHWEST OF A ROAD SIGN, 0.79 M (2.6 FT) WEST OF A CARSONITE WITNESS
 CM2383'POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH WITH THE
 CM2383'GROUND, AND SET 0.08 M (0.3 FT) UNDERGROUND.
 CM2383'STATION 57 - 4 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2383
 CM2383                          STATION RECOVERY (1898)
 CM2383
 CM2383'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1898
 CM2383'RECOVERED IN GOOD CONDITION.
 CM2383
 CM2383                          STATION RECOVERY (2003)
 CM2383
 CM2383'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 CM2383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2558 ***********************************************************************
 AA2558  DESIGNATION -  57 30
 AA2558  PID         -  AA2558
 AA2558  STATE/COUNTY-  AL/RUSSELL
 AA2558  USGS QUAD   -  OMAHA (1984)
 AA2558
 AA2558                         *CURRENT SURVEY CONTROL
 AA2558  ___________________________________________________________________
 AA2558* NAD 83(1992)-  32 12 58.12110(N)    085 00 28.65382(W)     ADJUSTED  
 AA2558* NAVD 88     -        94.0    (meters)     308.     (feet)  VERTCON   
 AA2558  ___________________________________________________________________
 AA2558  X           -     470,013.436 (meters)                     COMP
 AA2558  Y           -  -5,380,887.412 (meters)                     COMP
 AA2558  Z           -   3,380,769.456 (meters)                     COMP
 AA2558  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AA2558  ELLIP HEIGHT-          67.53  (meters)          (07/29/02) GPS OBS
 AA2558  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 AA2558
 AA2558  HORZ ORDER  -  FIRST
 AA2558  ELLP ORDER  -  FOURTH    CLASS I
 AA2558
 AA2558.The horizontal coordinates were established by GPS observations
 AA2558.and adjusted by the National Geodetic Survey in September 1997..
 AA2558
 AA2558.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2558
 AA2558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2558
 AA2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2558
 AA2558.The ellipsoidal height was determined by GPS observations
 AA2558.and is referenced to NAD 83.
 AA2558
 AA2558.The geoid height was determined by GEOID03.
 AA2558
 AA2558;                    North         East     Units Scale Factor Converg.
 AA2558;SPC AL E     -   190,569.883   277,806.717   MT  1.00003463   +0 26 24.1
 AA2558;UTM  16      - 3,566,134.374   687,732.589   MT  1.00003464   +1 03 44.3
 AA2558
 AA2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2558!SPC AL E     -   0.99998940  x   1.00003463  =   1.00002403
 AA2558!UTM  16      -   0.99998940  x   1.00003464  =   1.00002404
 AA2558
 AA2558:                Primary Azimuth Mark                     Grid Az
 AA2558:SPC AL E     -  57 29                                    018 31 29.6
 AA2558:UTM  16      -  57 29                                    017 54 09.4
 AA2558
 AA2558|---------------------------------------------------------------------|
 AA2558| PID    Reference Object                     Distance      Geod. Az  |
 AA2558|                                                           dddmmss.s |
 AA2558| AA2557 57 29                               480.980 METERS 0185753.7 |
 AA2558|---------------------------------------------------------------------|
 AA2558
 AA2558                          SUPERSEDED SURVEY CONTROL
 AA2558
 AA2558  NAD 83(1992)-  32 12 58.12120(N)    085 00 28.65556(W) AD(       ) 1
 AA2558  NGVD 29 (11/30/94)   94.0    (m)          308.     (f) GPS OBS        
 AA2558
 AA2558.Superseded values are not recommended for survey control.
 AA2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2558.See file dsdata.txt to determine how the superseded data were derived.
 AA2558
 AA2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8773366134(NAD 83)
 AA2558_MARKER: DD = SURVEY DISK
 AA2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2558_SP_SET: CONCRETE POST
 AA2558_STAMPING: 57-30 1992
 AA2558_MARK LOGO: ALHD  
 AA2558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2558+STABILITY: SURFACE MOTION
 AA2558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2558+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2558
 AA2558  HISTORY     - Date     Condition        Report By
 AA2558  HISTORY     - 1992     MONUMENTED       ALHD
 AA2558
 AA2558                          STATION DESCRIPTION
 AA2558
 AA2558'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2558'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2558'OF ALA 165, ABOUT 9.20 MI (14.81 KM) EAST-NORTHEAST OF PITTSVIEW AND
 AA2558'ABOUT 11.15 MI (17.94 KM) SOUTHEAST OF SEALE. TO REACH THE STATION
 AA2558'FROM THE JUNCTION OF ALA 165 AND ALA 208, (MILE POST 12.35 ON ALA 165
 AA2558'AND MILE POST 0.00 ON ALA 208) SOUTH OF COTTONTON, DRIVE NORTH ON ALA
 AA2558'165 FOR 5.90 MI (9.49 KM) TO MILE POST 18.25 AND THE STATION ON THE
 AA2558'RIGHT. THE STATION IS 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS
 AA2558'POST, 56.9 FT (17.3 M) SOUTHEAST OF THE CENTER OF THE NORTH BOUND
 AA2558'LANES OF ALA 165, 62.5 FT (19.1 M) NORTHEAST OF A WARNING NATURAL GAS
 AA2558'PIPELINE SIGN AND POST, 70.2 FT (21.4 M) NORTH OF THE NORTHWEST CORNER
 AA2558'OF A FIVE-FOOT CHAIN LINK FENCE AROUND A GAS VALVE MARKED HWY 165
 AA2558'VALVE, 83.0 FT (25.3 M) NORTH OF THE SOUTHWEST CORNER OF A FIVE-FOOT
 AA2558'CHAIN LINK FENCE AROUND A GAS VALVE MARKED HWY 165 VALVE AND SET FLUSH
 AA2558'WITH THE GROUND. STATION 57-29 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2558'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2559 ***********************************************************************
 AA2559  DESIGNATION -  57 31
 AA2559  PID         -  AA2559
 AA2559  STATE/COUNTY-  AL/RUSSELL
 AA2559  USGS QUAD   -  FORT MITCHELL (1984)
 AA2559
 AA2559                         *CURRENT SURVEY CONTROL
 AA2559  ___________________________________________________________________
 AA2559* NAD 83(1992)-  32 17 16.40875(N)    085 04 23.07588(W)     ADJUSTED  
 AA2559* NAVD 88     -       111.5    (meters)     366.     (feet)  VERTCON   
 AA2559  ___________________________________________________________________
 AA2559  X           -     463,534.302 (meters)                     COMP
 AA2559  Y           -  -5,377,202.532 (meters)                     COMP
 AA2559  Z           -   3,387,507.231 (meters)                     COMP
 AA2559  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AA2559  ELLIP HEIGHT-          84.73  (meters)          (07/29/02) GPS OBS
 AA2559  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AA2559
 AA2559  HORZ ORDER  -  FIRST
 AA2559  ELLP ORDER  -  FOURTH    CLASS I
 AA2559
 AA2559.The horizontal coordinates were established by GPS observations
 AA2559.and adjusted by the National Geodetic Survey in September 1997..
 AA2559
 AA2559.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2559
 AA2559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2559
 AA2559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2559
 AA2559.The ellipsoidal height was determined by GPS observations
 AA2559.and is referenced to NAD 83.
 AA2559
 AA2559.The geoid height was determined by GEOID03.
 AA2559
 AA2559;                    North         East     Units Scale Factor Converg.
 AA2559;SPC AL E     -   198,480.647   271,611.714   MT  1.00002322   +0 24 22.1
 AA2559;UTM  16      - 3,573,977.259   681,452.009   MT  1.00000604   +1 01 46.5
 AA2559
 AA2559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2559!SPC AL E     -   0.99998670  x   1.00002322  =   1.00000992
 AA2559!UTM  16      -   0.99998670  x   1.00000604  =   0.99999274
 AA2559
 AA2559|---------------------------------------------------------------------|
 AA2559| PID    Reference Object                     Distance      Geod. Az  |
 AA2559|                                                           dddmmss.s |
 AA2559| AA2560 57 32                               388.789 METERS 07853     |
 AA2559|---------------------------------------------------------------------|
 AA2559
 AA2559                          SUPERSEDED SURVEY CONTROL
 AA2559
 AA2559  NAD 83(1992)-  32 17 16.40870(N)    085 04 23.07721(W) AD(       ) 1
 AA2559  ELLIP H (11/30/94)   84.75   (m)                       GP(       ) 4 1
 AA2559  NGVD 29 (11/30/94)  111.6    (m)          366.     (f) GPS OBS        
 AA2559
 AA2559.Superseded values are not recommended for survey control.
 AA2559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2559.See file dsdata.txt to determine how the superseded data were derived.
 AA2559
 AA2559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8145273977(NAD 83)
 AA2559_MARKER: DD = SURVEY DISK
 AA2559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2559_SP_SET: CONCRETE POST
 AA2559_STAMPING: 57-31 1992
 AA2559_MARK LOGO: ALHD  
 AA2559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2559+STABILITY: SURFACE MOTION
 AA2559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2559+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2559
 AA2559  HISTORY     - Date     Condition        Report By
 AA2559  HISTORY     - 1992     MONUMENTED       ALHD
 AA2559
 AA2559                          STATION DESCRIPTION
 AA2559
 AA2559'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2559'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2559'RUSSELL COUNTY ROAD NO. 39, ABOUT 5.75 MI (9.25 KM) EAST OF SEALE AND
 AA2559'ABOUT 8.50 MI (13.68 KM) NORTHEAST OF PITTSVIEW. TO REACH THE STATION
 AA2559'FROM THE JUNCTION OF ALA 165 AND U.S. 431, (MILE POST 33.15 ON ALA 165
 AA2559'AND MILE POST 112.60 ON U.S. 431) SOUTHWEST OF PHENIX CITY, DRIVE
 AA2559'SOUTH ON ALA 165 FOR 3.35 MI (5.39 KM) TO MILE POST 33.15 AND RUSSELL
 AA2559'COUNTY ROAD NO. 39 ON THE RIGHT, TURN RIGHT ON RUSSELL COUNTY ROAD NO.
 AA2559'39 AND DRIVE SOUTH FOR 2.90 MI (4.67 KM) TO A RAILROAD GRADE CROSSING,
 AA2559'CONTINUE SOUTH ON RUSSELL COUNTY ROAD NO. 39 FOR 1.85 MI (2.98 KM) TO
 AA2559'A PAVED CROSSROADS AT A STOP SIGN, CONTINUE SOUTH ON RUSSELL COUNTY
 AA2559'ROAD NO. 39 FOR 2.45 MI (3.94 KM) TO THE STATION ON THE LEFT. THE
 AA2559'STATION IS 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST, 32.4 FT
 AA2559'(9.9 M) SOUTH OF THE CENTERLINE OF RUSSELL COUNTY ROAD NO. 39, 38.4 FT
 AA2559'(11.7 M) WEST OF A POWER POLE AND SET FLUSH WITH THE GROUND. STATION
 AA2559'57-32 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2560 ***********************************************************************
 AA2560  DESIGNATION -  57 32
 AA2560  PID         -  AA2560
 AA2560  STATE/COUNTY-  AL/RUSSELL
 AA2560  USGS QUAD   -  FORT MITCHELL (1984)
 AA2560
 AA2560                         *CURRENT SURVEY CONTROL
 AA2560  ___________________________________________________________________
 AA2560* NAD 83(1992)-  32 17 18.84247(N)    085 04 08.49595(W)     ADJUSTED  
 AA2560* NAVD 88     -       111.2    (meters)     365.     (feet)  VERTCON   
 AA2560  ___________________________________________________________________
 AA2560  X           -     463,910.922 (meters)                     COMP
 AA2560  Y           -  -5,377,129.544 (meters)                     COMP
 AA2560  Z           -   3,387,570.409 (meters)                     COMP
 AA2560  LAPLACE CORR-           1.83  (seconds)                    DEFLEC99
 AA2560  ELLIP HEIGHT-          84.36  (meters)          (07/29/02) GPS OBS
 AA2560  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 AA2560
 AA2560  HORZ ORDER  -  FIRST
 AA2560  ELLP ORDER  -  FOURTH    CLASS I
 AA2560
 AA2560.The horizontal coordinates were established by GPS observations
 AA2560.and adjusted by the National Geodetic Survey in September 1997..
 AA2560
 AA2560.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2560
 AA2560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2560
 AA2560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2560
 AA2560.The ellipsoidal height was determined by GPS observations
 AA2560.and is referenced to NAD 83.
 AA2560
 AA2560.The geoid height was determined by GEOID03.
 AA2560
 AA2560;                    North         East     Units Scale Factor Converg.
 AA2560;SPC AL E     -   198,558.325   271,992.674   MT  1.00002389   +0 24 29.9
 AA2560;UTM  16      - 3,574,059.076   681,832.095   MT  1.00000774   +1 01 54.4
 AA2560
 AA2560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2560!SPC AL E     -   0.99998675  x   1.00002389  =   1.00001064
 AA2560!UTM  16      -   0.99998675  x   1.00000774  =   0.99999449
 AA2560
 AA2560|---------------------------------------------------------------------|
 AA2560| PID    Reference Object                     Distance      Geod. Az  |
 AA2560|                                                           dddmmss.s |
 AA2560| AA2559 57 31                               388.789 METERS 25853     |
 AA2560|---------------------------------------------------------------------|
 AA2560
 AA2560                          SUPERSEDED SURVEY CONTROL
 AA2560
 AA2560  NAD 83(1992)-  32 17 18.84242(N)    085 04 08.49726(W) AD(       ) 1
 AA2560  ELLIP H (11/30/94)   84.38   (m)                       GP(       ) 4 1
 AA2560  NGVD 29 (11/30/94)  111.2    (m)          365.     (f) GPS OBS        
 AA2560
 AA2560.Superseded values are not recommended for survey control.
 AA2560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2560.See file dsdata.txt to determine how the superseded data were derived.
 AA2560
 AA2560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8183274059(NAD 83)
 AA2560_MARKER: DD = SURVEY DISK
 AA2560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2560_SP_SET: CONCRETE POST
 AA2560_STAMPING: 57-32 1992
 AA2560_MARK LOGO: ALHD  
 AA2560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2560+STABILITY: SURFACE MOTION
 AA2560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2560+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2560
 AA2560  HISTORY     - Date     Condition        Report By
 AA2560  HISTORY     - 1992     MONUMENTED       ALHD
 AA2560
 AA2560                          STATION DESCRIPTION
 AA2560
 AA2560'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2560'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2560'RUSSELL COUNTY ROAD NO. 39, ABOUT 5.90 MI (9.49 KM) EAST OF SEALE AND
 AA2560'ABOUT 8.85 MI (14.24 KM) NORTHEAST OF PITTSVIEW. TO REACH THE STATION
 AA2560'FROM THE JUNCTION OF ALA 165 AND U.S. 431, (MILE POST 33.15 ON ALA 165
 AA2560'AND MILE POST 112.60 ON U.S. 431) SOUTHWEST OF PHENIX CITY, DRIVE
 AA2560'SOUTH ON ALA 165 FOR 3.35 MI (5.39 KM) TO MILE POST 33.15 AND RUSSELL
 AA2560'COUNTY ROAD NO. 39 ON THE RIGHT, TURN RIGHT ON RUSSELL COUNTY ROAD NO.
 AA2560'39 AND DRIVE SOUTH FOR 2.90 MI (4.67 KM) TO A RAILROAD GRADE CROSSING,
 AA2560'CONTINUE SOUTH ON RUSSELL COUNTY ROAD NO. 39 FOR 1.85 MI (2.98 KM) TO
 AA2560'A PAVED CROSSROADS AT A STOP SIGN, CONTINUE SOUTH ON RUSSELL COUNTY
 AA2560'ROAD NO. 39 FOR 2.15 MI (3.46 KM) TO THE STATION ON THE RIGHT. THE
 AA2560'STATION IS 2.9 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, 3.1 FT
 AA2560'(0.9 M) SOUTH OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA2560'STEEL POST, 29.1 FT (8.9 M) NORTH OF THE CENTERLINE OF RUSSELL COUNTY
 AA2560'ROAD NO. 39, 63.6 FT (19.4 M) WEST OF THE WEST ONE OF TWO BRACED
 AA2560'TWELVE-INCH WOOD POST IN THE FENCE LINE, 78.7 FT (24.0 M) EAST OF THE
 AA2560'EAST ONE OF TWO BRACED TWELVE-INCH WOOD POST ON THE FENCE LINE, 94.4
 AA2560'FT (28.8 M) EAST OF TELEPHONE CABLE PEDESTAL NO. NR 54, 94.6 FT (28.8
 AA2560'M) EAST OF TELEPHONE CABLE PEDESTAL NO. 29 AND SET FLUSH WITH THE
 AA2560'GROUND. STATION 57-31 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2561 ***********************************************************************
 AA2561  DESIGNATION -  57 33
 AA2561  PID         -  AA2561
 AA2561  STATE/COUNTY-  AL/RUSSELL
 AA2561  USGS QUAD   -  OMAHA (1984)
 AA2561
 AA2561                         *CURRENT SURVEY CONTROL
 AA2561  ___________________________________________________________________
 AA2561* NAD 83(1992)-  32 12 24.41512(N)    085 04 03.50342(W)     ADJUSTED  
 AA2561* NAVD 88     -       146.0    (meters)     479.     (feet)  VERTCON   
 AA2561  ___________________________________________________________________
 AA2561  X           -     464,459.700 (meters)                     COMP
 AA2561  Y           -  -5,381,969.207 (meters)                     COMP
 AA2561  Z           -   3,379,918.665 (meters)                     COMP
 AA2561  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AA2561  ELLIP HEIGHT-         119.43  (meters)          (07/29/02) GPS OBS
 AA2561  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AA2561
 AA2561  HORZ ORDER  -  FIRST
 AA2561  ELLP ORDER  -  FOURTH    CLASS I
 AA2561
 AA2561.The horizontal coordinates were established by GPS observations
 AA2561.and adjusted by the National Geodetic Survey in September 1997..
 AA2561
 AA2561.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2561.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2561
 AA2561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2561
 AA2561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2561
 AA2561.The ellipsoidal height was determined by GPS observations
 AA2561.and is referenced to NAD 83.
 AA2561
 AA2561.The geoid height was determined by GEOID03.
 AA2561
 AA2561;                    North         East     Units Scale Factor Converg.
 AA2561;SPC AL E     -   189,489.994   272,187.980   MT  1.00002424   +0 24 29.2
 AA2561;UTM  16      - 3,564,993.545   682,125.951   MT  1.00000907   +1 01 48.7
 AA2561
 AA2561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2561!SPC AL E     -   0.99998125  x   1.00002424  =   1.00000549
 AA2561!UTM  16      -   0.99998125  x   1.00000907  =   0.99999032
 AA2561
 AA2561:                Primary Azimuth Mark                     Grid Az
 AA2561:SPC AL E     -  57 34                                    161 28 09.2
 AA2561:UTM  16      -  57 34                                    160 50 49.7
 AA2561
 AA2561|---------------------------------------------------------------------|
 AA2561| PID    Reference Object                     Distance      Geod. Az  |
 AA2561|                                                           dddmmss.s |
 AA2561| AA2562 57 34                               430.737 METERS 1615238.4 |
 AA2561|---------------------------------------------------------------------|
 AA2561
 AA2561                          SUPERSEDED SURVEY CONTROL
 AA2561
 AA2561  NAD 83(1992)-  32 12 24.41520(N)    085 04 03.50507(W) AD(       ) 1
 AA2561  NGVD 29 (11/30/94)  146.0    (m)          479.     (f) GPS OBS        
 AA2561
 AA2561.Superseded values are not recommended for survey control.
 AA2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2561.See file dsdata.txt to determine how the superseded data were derived.
 AA2561
 AA2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8212664994(NAD 83)
 AA2561_MARKER: DD = SURVEY DISK
 AA2561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2561_SP_SET: CONCRETE POST
 AA2561_STAMPING: 57-33 1992
 AA2561_MARK LOGO: ALHD  
 AA2561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2561+STABILITY: SURFACE MOTION
 AA2561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2561+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2561
 AA2561  HISTORY     - Date     Condition        Report By
 AA2561  HISTORY     - 1992     MONUMENTED       ALHD
 AA2561
 AA2561                          STATION DESCRIPTION
 AA2561
 AA2561'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2561'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE EAST RIGHT OF WAY OF A
 AA2561'PAVED COUNTY ROAD, ABOUT 5.75 MI (9.25 KM) EAST-NORTHEAST OF PITTSVIEW
 AA2561'AND ABOUT 8.50 MI (13.68 KM) SOUTHEAST OF SEALE. TO REACH THE STATION
 AA2561'FROM THE JUNCTION OF ALA 165 AND ALA 208 (MILE POST 12.35 ON ALA 165
 AA2561'AND MILE POST 0.00 ON ALA 208) SOUTH OF COTTONTON, DRIVE NORTH ON ALA
 AA2561'165 FOR 2.90 MI (4.67 KM) TO MILE POST 15.25 AND A PAVED CROSSROADS
 AA2561'LEFT AND RIGHT AT A CAUTION LIGHT, TURN LEFT ON THE PAVED COUNTY ROAD
 AA2561'AND DRIVE NORTHWEST FOR 2.30 MI (3.70 KM) TO THE STATION ON THE RIGHT.
 AA2561'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 AA2561'OF A THREE-FOOT CHAIN LINK FENCE, 16.7 FT (5.1 M) WEST OF THE CENTER
 AA2561'OF A WATER METER BOX, 23.9 FT (7.3 M) WEST OF THE SOUTHEAST CORNER OF
 AA2561'A THREE-FOOT CHAIN LINK FENCE, 28.2 FT (8.6 M) EAST-NORTHEAST OF THE
 AA2561'CENTERLINE OF THE PAVED COUNTY ROAD, 40.0 FT (12.2 M) NORTH-NORTHWEST
 AA2561'OF THE CENTER OF A GRAVEL DRIVEWAY AND SET FLUSH WITH THE GROUND.
 AA2561'STATION 57-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION. (IF
 AA2561'USING THIS STATION AT NIGHT, PLEASE NOTIFY) ROY HART, 230 FIRETOWER
 AA2561'ROAD, PITTSVIEW, AL, (205)-855-3649
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2562 ***********************************************************************
 AA2562  DESIGNATION -  57 34
 AA2562  PID         -  AA2562
 AA2562  STATE/COUNTY-  AL/RUSSELL
 AA2562  USGS QUAD   -  OMAHA (1984)
 AA2562
 AA2562                         *CURRENT SURVEY CONTROL
 AA2562  ___________________________________________________________________
 AA2562* NAD 83(1992)-  32 12 11.12514(N)    085 03 58.38768(W)     ADJUSTED  
 AA2562* NAVD 88     -       138.1    (meters)     453.     (feet)  VERTCON   
 AA2562  ___________________________________________________________________
 AA2562  X           -     464,611.379 (meters)                     COMP
 AA2562  Y           -  -5,382,168.479 (meters)                     COMP
 AA2562  Z           -   3,379,568.115 (meters)                     COMP
 AA2562  LAPLACE CORR-           1.72  (seconds)                    DEFLEC99
 AA2562  ELLIP HEIGHT-         111.63  (meters)          (07/29/02) GPS OBS
 AA2562  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 AA2562
 AA2562  HORZ ORDER  -  FIRST
 AA2562  ELLP ORDER  -  FOURTH    CLASS I
 AA2562
 AA2562.The horizontal coordinates were established by GPS observations
 AA2562.and adjusted by the National Geodetic Survey in September 1997..
 AA2562
 AA2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2562
 AA2562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2562
 AA2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2562
 AA2562.The ellipsoidal height was determined by GPS observations
 AA2562.and is referenced to NAD 83.
 AA2562
 AA2562.The geoid height was determined by GEOID03.
 AA2562
 AA2562;                    North         East     Units Scale Factor Converg.
 AA2562;SPC AL E     -   189,081.579   272,324.877   MT  1.00002448   +0 24 31.8
 AA2562;UTM  16      - 3,564,586.647   682,267.272   MT  1.00000970   +1 01 51.0
 AA2562
 AA2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2562!SPC AL E     -   0.99998247  x   1.00002448  =   1.00000695
 AA2562!UTM  16      -   0.99998247  x   1.00000970  =   0.99999217
 AA2562
 AA2562:                Primary Azimuth Mark                     Grid Az
 AA2562:SPC AL E     -  57 33                                    341 28 09.4
 AA2562:UTM  16      -  57 33                                    340 50 50.2
 AA2562
 AA2562|---------------------------------------------------------------------|
 AA2562| PID    Reference Object                     Distance      Geod. Az  |
 AA2562|                                                           dddmmss.s |
 AA2562| AA2561 57 33                               430.737 METERS 3415241.2 |
 AA2562|---------------------------------------------------------------------|
 AA2562
 AA2562                          SUPERSEDED SURVEY CONTROL
 AA2562
 AA2562  NAD 83(1992)-  32 12 11.12522(N)    085 03 58.38934(W) AD(       ) 1
 AA2562  NGVD 29 (11/30/94)  138.2    (m)          453.     (f) GPS OBS        
 AA2562
 AA2562.Superseded values are not recommended for survey control.
 AA2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2562.See file dsdata.txt to determine how the superseded data were derived.
 AA2562
 AA2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8226764587(NAD 83)
 AA2562_MARKER: DD = SURVEY DISK
 AA2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2562_SP_SET: CONCRETE POST
 AA2562_STAMPING: 57-34 1992
 AA2562_MARK LOGO: ALHD  
 AA2562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2562+STABILITY: SURFACE MOTION
 AA2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2562+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2562
 AA2562  HISTORY     - Date     Condition        Report By
 AA2562  HISTORY     - 1992     MONUMENTED       ALHD
 AA2562
 AA2562                          STATION DESCRIPTION
 AA2562
 AA2562'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2562'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE WEST RIGHT OF WAY OF A
 AA2562'PAVED COUNTY ROAD, ABOUT 5.70 MI (9.17 KM) EAST-NORTHEAST OF PITTSVIEW
 AA2562'AND ABOUT 8.85 MI (14.24 KM) SOUTHEAST OF SEALE. TO REACH THE STATION
 AA2562'FROM THE JUNCTION OF ALA 165 AND ALA 208 (MILE POST 12.35 ON ALA 165
 AA2562'AND MILE POST 0.00 ON ALA 208) SOUTH OF COTTONTON, DRIVE NORTH ON ALA
 AA2562'165 FOR 2.90 MI (4.67 KM) TO MILE POST 15.25 AND A PAVED CROSSROADS
 AA2562'LEFT AND RIGHT AT A CAUTION LIGHT, TURN LEFT ON THE PAVED COUNTY ROAD
 AA2562'AND DRIVE NORTHWEST FOR 2.00 MI (3.22 KM) TO THE STATION ON THE LEFT.
 AA2562'THE STATION IS 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, 4.9 FT
 AA2562'(1.5 M) NORTH-NORTHEAST OF A TWELVE-INCH WOOD POST, 20.1 FT (6.1 M)
 AA2562'NORTH OF A TWELVE-INCH WOOD POST, 37.3 FT (11.4 M) WEST OF THE
 AA2562'CENTERLINE OF THE PAVED COUNTY ROAD, 87.2 FT (26.6 M) WEST-NORTHWEST
 AA2562'OF TELEPHONE CABLE PEDESTAL NO. P 11 ACROSS THE PAVED COUNTY ROAD,
 AA2562'108.0 FT (32.9 M) NORTHEAST OF A TRANSFORMER POWER POLE WITH A
 AA2562'SECURITY LIGHT AND SET FLUSH WITH THE GROUND. STATION 57-33 1992 MAY
 AA2562'BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2563 ***********************************************************************
 AA2563  DESIGNATION -  57 35
 AA2563  PID         -  AA2563
 AA2563  STATE/COUNTY-  AL/RUSSELL
 AA2563  USGS QUAD   -  FORT BENNING (1993)
 AA2563
 AA2563                         *CURRENT SURVEY CONTROL
 AA2563  ___________________________________________________________________
 AA2563* NAD 83(1992)-  32 15 05.12604(N)    084 58 18.22490(W)     ADJUSTED  
 AA2563* NAVD 88     -        93.1    (meters)     305.     (feet)  VERTCON   
 AA2563  ___________________________________________________________________
 AA2563  X           -     473,232.914 (meters)                     COMP
 AA2563  Y           -  -5,378,509.675 (meters)                     COMP
 AA2563  Z           -   3,384,078.162 (meters)                     COMP
 AA2563  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AA2563  ELLIP HEIGHT-          66.55  (meters)          (07/29/02) GPS OBS
 AA2563  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 AA2563
 AA2563  HORZ ORDER  -  FIRST
 AA2563  ELLP ORDER  -  FOURTH    CLASS I
 AA2563
 AA2563.The horizontal coordinates were established by GPS observations
 AA2563.and adjusted by the National Geodetic Survey in September 1997..
 AA2563
 AA2563.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2563
 AA2563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2563
 AA2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2563
 AA2563.The ellipsoidal height was determined by GPS observations
 AA2563.and is referenced to NAD 83.
 AA2563
 AA2563.The geoid height was determined by GEOID03.
 AA2563
 AA2563;                    North         East     Units Scale Factor Converg.
 AA2563;SPC AL E     -   194,508.864   281,190.816   MT  1.00004126   +0 27 35.3
 AA2563;UTM  16      - 3,570,109.910   691,073.703   MT  1.00005025   +1 04 57.7
 AA2563
 AA2563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2563!SPC AL E     -   0.99998955  x   1.00004126  =   1.00003081
 AA2563!UTM  16      -   0.99998955  x   1.00005025  =   1.00003980
 AA2563
 AA2563|---------------------------------------------------------------------|
 AA2563| PID    Reference Object                     Distance      Geod. Az  |
 AA2563|                                                           dddmmss.s |
 AA2563| AA2564 57 36                               366.110 METERS 20540     |
 AA2563|---------------------------------------------------------------------|
 AA2563
 AA2563                          SUPERSEDED SURVEY CONTROL
 AA2563
 AA2563  NAD 83(1992)-  32 15 05.12611(N)    084 58 18.22662(W) AD(       ) 1
 AA2563  NGVD 29 (11/30/94)   93.1    (m)          305.     (f) GPS OBS        
 AA2563
 AA2563.Superseded values are not recommended for survey control.
 AA2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2563.See file dsdata.txt to determine how the superseded data were derived.
 AA2563
 AA2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9107470110(NAD 83)
 AA2563_MARKER: DD = SURVEY DISK
 AA2563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2563_SP_SET: CONCRETE POST
 AA2563_STAMPING: 57-35 1992
 AA2563_MARK LOGO: ALHD  
 AA2563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2563+STABILITY: SURFACE MOTION
 AA2563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2563+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2563
 AA2563  HISTORY     - Date     Condition        Report By
 AA2563  HISTORY     - 1992     MONUMENTED       ALHD
 AA2563
 AA2563                          STATION DESCRIPTION
 AA2563
 AA2563'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2563'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE WEST RIGHT OF WAY OF
 AA2563'RUSSELL COUNTY ROAD NO. 18, ABOUT 4.65 MI (7.48 KM) SOUTH-SOUTHEAST OF
 AA2563'FORT MITCHELL AND ABOUT 12.10 MI (19.47 KM) EAST-SOUTHEAST OF SEALE.
 AA2563'TO REACH THE STATION FROM THE JUNCTION OF ALA 165 AND U.S. 431, (MILE
 AA2563'POST 33.15 ON ALA 165 AND MILE POST 112.60 ON U.S. 431) SOUTHWEST OF
 AA2563'PHENIX CITY, DRIVE SOUTH ON ALA 165 FOR 10.85 MI (17.46 KM) TO MILE
 AA2563'POST 22.30 AND RUSSELL COUNTY ROAD NO. 18 LEFT AND RIGHT, TURN LEFT ON
 AA2563'RUSSELL COUNTY ROAD NO. 18 AND DRIVE EAST FOR 0.45 MI (0.72 KM) TO A
 AA2563'RAILROAD GRADE CROSSING, CONTINUE EAST AND SOUTH FOR 2.60 MI (4.18 KM)
 AA2563'TO THE STATION ON THE RIGHT. THE STATION IS 1.8 FT (0.5 M) SOUTHEAST
 AA2563'OF A HOG WIRE FENCE ON STEEL POST, 1.9 FT (0.6 M) SOUTHEAST OF A
 AA2563'CARSONITE WITNESS POST, 6.6 FT (2.0 M) SOUTH-SOUTHWEST OF A CROSS TIE
 AA2563'FENCE POST, 25.4 FT (7.7 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AA2563'RUSSELL COUNTY ROAD NO. 18, 55.9 FT (17.0 M) NORTHEAST OF THE
 AA2563'NORTHEAST ONE OF TWO BRACED CROSS TIE POST, 56.6 FT (17.3 M)
 AA2563'SOUTH-SOUTHWEST OF A POWER POLE, 73.0 FT (22.3 M) NORTHEAST OF THE
 AA2563'CENTER OF A GRAVEL DRIVEWAY AND SET FLUSH WITH THE GROUND. STATION
 AA2563'57-36 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2564 ***********************************************************************
 AA2564  DESIGNATION -  57 36
 AA2564  PID         -  AA2564
 AA2564  STATE/COUNTY-  AL/RUSSELL
 AA2564  USGS QUAD   -  UNION (1993)
 AA2564
 AA2564                         *CURRENT SURVEY CONTROL
 AA2564  ___________________________________________________________________
 AA2564* NAD 83(1992)-  32 14 54.41283(N)    084 58 24.28158(W)     ADJUSTED  
 AA2564* NAVD 88     -        92.4    (meters)     303.     (feet)  VERTCON   
 AA2564  ___________________________________________________________________
 AA2564  X           -     473,090.362 (meters)                     COMP
 AA2564  Y           -  -5,378,698.429 (meters)                     COMP
 AA2564  Z           -   3,383,798.716 (meters)                     COMP
 AA2564  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 AA2564  ELLIP HEIGHT-          65.89  (meters)          (07/29/02) GPS OBS
 AA2564  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AA2564
 AA2564  HORZ ORDER  -  FIRST
 AA2564  ELLP ORDER  -  FOURTH    CLASS I
 AA2564
 AA2564.The horizontal coordinates were established by GPS observations
 AA2564.and adjusted by the National Geodetic Survey in September 1997..
 AA2564
 AA2564.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2564
 AA2564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2564
 AA2564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2564
 AA2564.The ellipsoidal height was determined by GPS observations
 AA2564.and is referenced to NAD 83.
 AA2564
 AA2564.The geoid height was determined by GEOID03.
 AA2564
 AA2564;                    North         East     Units Scale Factor Converg.
 AA2564;SPC AL E     -   194,177.589   281,034.916   MT  1.00004095   +0 27 31.9
 AA2564;UTM  16      - 3,569,776.958   690,921.413   MT  1.00004953   +1 04 54.1
 AA2564
 AA2564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2564!SPC AL E     -   0.99998965  x   1.00004095  =   1.00003060
 AA2564!UTM  16      -   0.99998965  x   1.00004953  =   1.00003918
 AA2564
 AA2564|---------------------------------------------------------------------|
 AA2564| PID    Reference Object                     Distance      Geod. Az  |
 AA2564|                                                           dddmmss.s |
 AA2564| AA2563 57 35                               366.110 METERS 02540     |
 AA2564|---------------------------------------------------------------------|
 AA2564
 AA2564                          SUPERSEDED SURVEY CONTROL
 AA2564
 AA2564  NAD 83(1992)-  32 14 54.41290(N)    084 58 24.28330(W) AD(       ) 1
 AA2564  NGVD 29 (11/30/94)   92.5    (m)          303.     (f) GPS OBS        
 AA2564
 AA2564.Superseded values are not recommended for survey control.
 AA2564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2564.See file dsdata.txt to determine how the superseded data were derived.
 AA2564
 AA2564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA9092169777(NAD 83)
 AA2564_MARKER: DD = SURVEY DISK
 AA2564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2564_SP_SET: CONCRETE POST
 AA2564_STAMPING: 57-36 1992
 AA2564_MARK LOGO: ALHD  
 AA2564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2564+STABILITY: SURFACE MOTION
 AA2564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2564+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2564
 AA2564  HISTORY     - Date     Condition        Report By
 AA2564  HISTORY     - 1992     MONUMENTED       ALHD
 AA2564
 AA2564                          STATION DESCRIPTION
 AA2564
 AA2564'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2564'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE EAST RIGHT OF WAY OF
 AA2564'RUSSELL COUNTY ROAD NO. 18, ABOUT 4.95 MI (7.97 KM) SOUTH-SOUTHEAST OF
 AA2564'FORT MITCHELL AND ABOUT 12.15 MI (19.55 KM) EAST-SOUTHEAST OF SEALE.
 AA2564'TO REACH THE STATION FROM THE JUNCTION OF ALA 165 AND U.S. 431, (MILE
 AA2564'POST 33.15 ON ALA 165 AND MILE POST 112.60 ON U.S. 431) SOUTHWEST OF
 AA2564'PHENIX CITY, DRIVE SOUTH ON ALA 165 FOR 10.85 MI (17.46 KM) TO MILE
 AA2564'POST 22.30 AND RUSSELL COUNTY ROAD NO. 18 LEFT AND RIGHT, TURN LEFT ON
 AA2564'RUSSELL COUNTY ROAD NO. 18 AND DRIVE EAST FOR 0.45 MI (0.72 KM) TO A
 AA2564'RAILROAD GRADE CROSSING, CONTINUE EAST AND SOUTH FOR 2.85 MI (4.59 KM)
 AA2564'TO THE STATION ON THE LEFT. THE STATION IS 1.8 FT (0.5 M) NORTHWEST OF
 AA2564'A CARSONITE WITNESS POST, 23.8 FT (7.3 M) EAST-SOUTHEAST OF THE
 AA2564'CENTERLINE OF RUSSELL COUNTY ROAD NO. 18, 31.8 FT (9.7 M) SOUTHWEST OF
 AA2564'TELEPHONE CABLE PEDESTAL NO. 41 N5, 58.8 FT (17.9 M) SOUTH-SOUTHEAST
 AA2564'OF A POWER POLE ACROSS RUSSELL COUNTY ROAD NO. 18 AND SET FLUSH WITH
 AA2564'THE GROUND. STATION 57-35 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2564'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2565 ***********************************************************************
 AA2565  DESIGNATION -  57 37
 AA2565  PID         -  AA2565
 AA2565  STATE/COUNTY-  AL/RUSSELL
 AA2565  USGS QUAD   -  PITTSVIEW (1984)
 AA2565
 AA2565                         *CURRENT SURVEY CONTROL
 AA2565  ___________________________________________________________________
 AA2565* NAD 83(1992)-  32 10 09.07598(N)    085 10 21.39167(W)     ADJUSTED  
 AA2565* NAVD 88     -        88.7    (meters)     291.     (feet)  VERTCON   
 AA2565  ___________________________________________________________________
 AA2565  X           -     454,781.675 (meters)                     COMP
 AA2565  Y           -  -5,384,975.659 (meters)                     COMP
 AA2565  Z           -   3,376,359.999 (meters)                     COMP
 AA2565  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AA2565  ELLIP HEIGHT-          62.14  (meters)          (07/29/02) GPS OBS
 AA2565  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 AA2565
 AA2565  HORZ ORDER  -  FIRST
 AA2565  ELLP ORDER  -  FOURTH    CLASS I
 AA2565
 AA2565.The horizontal coordinates were established by GPS observations
 AA2565.and adjusted by the National Geodetic Survey in September 1997..
 AA2565
 AA2565.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2565
 AA2565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2565
 AA2565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2565
 AA2565.The ellipsoidal height was determined by GPS observations
 AA2565.and is referenced to NAD 83.
 AA2565
 AA2565.The geoid height was determined by GEOID03.
 AA2565
 AA2565;                    North         East     Units Scale Factor Converg.
 AA2565;SPC AL E     -   185,255.553   262,317.130   MT  1.00000787   +0 21 06.5
 AA2565;UTM  16      - 3,560,652.369   672,301.910   MT  0.99996612   +0 58 23.5
 AA2565
 AA2565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2565!SPC AL E     -   0.99999024  x   1.00000787  =   0.99999811
 AA2565!UTM  16      -   0.99999024  x   0.99996612  =   0.99995636
 AA2565
 AA2565                          SUPERSEDED SURVEY CONTROL
 AA2565
 AA2565  NAD 83(1992)-  32 10 09.07601(N)    085 10 21.39359(W) AD(       ) 1
 AA2565  NGVD 29 (11/30/94)   88.8    (m)          291.     (f) GPS OBS        
 AA2565
 AA2565.Superseded values are not recommended for survey control.
 AA2565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2565.See file dsdata.txt to determine how the superseded data were derived.
 AA2565
 AA2565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7230260652(NAD 83)
 AA2565_MARKER: DD = SURVEY DISK
 AA2565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2565_SP_SET: CONCRETE POST
 AA2565_STAMPING: 57-37 1992
 AA2565_MARK LOGO: ALHD  
 AA2565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2565+STABILITY: SURFACE MOTION
 AA2565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2565+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2565
 AA2565  HISTORY     - Date     Condition        Report By
 AA2565  HISTORY     - 1992     MONUMENTED       ALHD
 AA2565
 AA2565                          STATION DESCRIPTION
 AA2565
 AA2565'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2565'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2565'OF U.S. 431, ABOUT 1.35 MI (2.17 KM) SOUTH OF PITTSVIEW AND ABOUT
 AA2565'20.90 MI (33.63 KM) NORTH OF EUFAULA. TO REACH THE STATION FROM THE
 AA2565'JUNCTION OF U.S.431 AND ALA 26 IN SEALE, (MILE POST 100.25 ON U.S. 431
 AA2565'AND MILE POST 15.30 ON ALA 26), DRIVE SOUTH ON U.S. 431 FOR 9.10 MI
 AA2565'(14.64 KM) TO MILE POST 91.15 AND THE STATION ON THE LEFT. THE STATION
 AA2565'IS 3.4 FT (1.0 M) NORTHWEST OF A CARSONITE WITNESS POST, 4.0 FT (1.2
 AA2565'M) NORTHWEST OF A HOG WIRE FENCE ON WOOD POST, 24.5 FT (7.5 M)
 AA2565'NORTHWEST OF A TELEPHONE POLE, 45.3 FT (13.8 M) SOUTHEAST OF THE
 AA2565'CENTERLINE OF U.S. 431, 79.1 FT (24.1 M) NORTH-NORTHEAST OF A YELLOW
 AA2565'CONCRETE GAS PIPELINE MARKER POST AND SET FLUSH WITH THE GROUND.
 AA2565'STATION M 388 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2566 ***********************************************************************
 AA2566  DESIGNATION -  57 38
 AA2566  PID         -  AA2566
 AA2566  STATE/COUNTY-  AL/RUSSELL
 AA2566  USGS QUAD   -  HURTSBORO (1973)
 AA2566
 AA2566                         *CURRENT SURVEY CONTROL
 AA2566  ___________________________________________________________________
 AA2566* NAD 83(1992)-  32 09 01.79916(N)    085 22 31.56152(W)     ADJUSTED  
 AA2566* NAVD 88     -        88.2    (meters)     289.     (feet)  VERTCON   
 AA2566  ___________________________________________________________________
 AA2566  X           -     435,805.140 (meters)                     COMP
 AA2566  Y           -  -5,387,650.741 (meters)                     COMP
 AA2566  Z           -   3,374,605.286 (meters)                     COMP
 AA2566  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 AA2566  ELLIP HEIGHT-          61.48  (meters)          (07/29/02) GPS OBS
 AA2566  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AA2566
 AA2566  HORZ ORDER  -  FIRST
 AA2566  ELLP ORDER  -  FOURTH    CLASS I
 AA2566
 AA2566.The horizontal coordinates were established by GPS observations
 AA2566.and adjusted by the National Geodetic Survey in November 1994..
 AA2566
 AA2566.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2566
 AA2566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2566
 AA2566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2566
 AA2566.The ellipsoidal height was determined by GPS observations
 AA2566.and is referenced to NAD 83.
 AA2566
 AA2566.The geoid height was determined by GEOID03.
 AA2566
 AA2566;                    North         East     Units Scale Factor Converg.
 AA2566;SPC AL E     -   183,083.872   243,196.017   MT  0.99998300   +0 14 37.2
 AA2566;UTM  16      - 3,558,273.672   653,206.757   MT  0.99988947   +0 51 52.8
 AA2566
 AA2566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2566!SPC AL E     -   0.99999035  x   0.99998300  =   0.99997335
 AA2566!UTM  16      -   0.99999035  x   0.99988947  =   0.99987982
 AA2566
 AA2566                          SUPERSEDED SURVEY CONTROL
 AA2566
 AA2566  ELLIP H (11/30/94)   61.53   (m)                       GP(       ) 4 1
 AA2566  NGVD 29 (11/30/94)   88.2    (m)          289.     (f) GPS OBS        
 AA2566
 AA2566.Superseded values are not recommended for survey control.
 AA2566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2566.See file dsdata.txt to determine how the superseded data were derived.
 AA2566
 AA2566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5320758274(NAD 83)
 AA2566_MARKER: DD = SURVEY DISK
 AA2566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2566_SP_SET: CONCRETE POST
 AA2566_STAMPING: 57-38 1992
 AA2566_MARK LOGO: ALHD  
 AA2566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2566+STABILITY: SURFACE MOTION
 AA2566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2566+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2566
 AA2566  HISTORY     - Date     Condition        Report By
 AA2566  HISTORY     - 1992     MONUMENTED       ALHD
 AA2566
 AA2566                          STATION DESCRIPTION
 AA2566
 AA2566'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2566'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2566'AN UNMARKED GRAVEL ROAD, ABOUT 6.80 MI (10.94 KM) SOUTH-SOUTHEAST OF
 AA2566'HURTSBORO AND ABOUT 12.55 MI (20.20 KM) WEST-SOUTHWEST OF PITTSVIEW.
 AA2566'TO REACH THE STATION FROM THE JUNCTION OF ALA 51, ALA 26 AND A PAVED
 AA2566'CITY STREET, IN HURTSBORO, (MILE POST 85.95 ON ALA 51 AND MILE POST
 AA2566'0.00 ON ALA 26), DRIVE SOUTH ON THE PAVED CITY STREET FOR 0.40 MI
 AA2566'(0.64 KM) TO A RAILROAD GRADE CROSSING, CONTINUE SOUTH ON THE PAVED
 AA2566'CITY STREET FOR 0.15 MI (0.24 KM) TO A PAVED CROSSROADS WITH RUSSELL
 AA2566'COUNTY ROAD NO. 49 LEFT, TURN LEFT ON RUSSELL COUNTY ROAD NO. 49 AND
 AA2566'DRIVE SOUTHEAST FOR 2.40 MI (3.86 KM) TO A GRAVEL ROAD ON THE RIGHT,
 AA2566'TURN RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTH FOR 1.35 MI (2.17 KM) TO
 AA2566'A GRAVEL ROAD ON THE RIGHT, CONTINUE SOUTH ON THE GRAVEL ROAD FOR 2.60
 AA2566'MI (4.18 KM) TO A GRAVEL ROAD ON THE RIGHT, CONTINUE SOUTH ON THE
 AA2566'GRAVEL ROAD FOR 1.00 MI (1.61 KM) TO A GRAVEL ROAD ON THE LEFT, TURN
 AA2566'LEFT ON THE GRAVEL ROAD AND DRIVE EAST FOR 0.05 MI (0.08 KM) TO THE
 AA2566'STATION ON THE LEFT. THE STATION IS LOCATED NEAR THE SOUTHWEST CORNER
 AA2566'OF A LARGE FIELD OF RECENTLY PLANTED PINE TREES, 2.4 FT (0.7 M) SOUTH
 AA2566'OF A CARSONITE WITNESS POST, 23.6 FT (7.2 M) NORTH OF THE CENTER OF
 AA2566'THE GRAVEL ROAD AND SET FLUSH WITH THE GROUND. STATION 57-39 1992 MAY
 AA2566'BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2567 ***********************************************************************
 AA2567  DESIGNATION -  57 39
 AA2567  PID         -  AA2567
 AA2567  STATE/COUNTY-  AL/RUSSELL
 AA2567  USGS QUAD   -  RUTHERFORD (1973)
 AA2567
 AA2567                         *CURRENT SURVEY CONTROL
 AA2567  ___________________________________________________________________
 AA2567* NAD 83(1992)-  32 09 04.63596(N)    085 22 08.93248(W)     ADJUSTED  
 AA2567* NAVD 88     -        87.4    (meters)     287.     (feet)  VERTCON   
 AA2567  ___________________________________________________________________
 AA2567  X           -     436,392.402 (meters)                     COMP
 AA2567  Y           -  -5,387,555.899 (meters)                     COMP
 AA2567  Z           -   3,374,678.858 (meters)                     COMP
 AA2567  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AA2567  ELLIP HEIGHT-          60.71  (meters)          (07/29/02) GPS OBS
 AA2567  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AA2567
 AA2567  HORZ ORDER  -  FIRST
 AA2567  ELLP ORDER  -  FOURTH    CLASS I
 AA2567
 AA2567.The horizontal coordinates were established by GPS observations
 AA2567.and adjusted by the National Geodetic Survey in November 1994..
 AA2567
 AA2567.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2567
 AA2567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2567
 AA2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2567
 AA2567.The ellipsoidal height was determined by GPS observations
 AA2567.and is referenced to NAD 83.
 AA2567
 AA2567.The geoid height was determined by GEOID03.
 AA2567
 AA2567;                    North         East     Units Scale Factor Converg.
 AA2567;SPC AL E     -   183,173.790   243,788.622   MT  0.99998364   +0 14 49.3
 AA2567;UTM  16      - 3,558,369.999   653,798.298   MT  0.99989171   +0 52 04.9
 AA2567
 AA2567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2567!SPC AL E     -   0.99999047  x   0.99998364  =   0.99997411
 AA2567!UTM  16      -   0.99999047  x   0.99989171  =   0.99988218
 AA2567
 AA2567                          SUPERSEDED SURVEY CONTROL
 AA2567
 AA2567  ELLIP H (11/30/94)   60.76   (m)                       GP(       ) 4 1
 AA2567  NGVD 29 (11/30/94)   87.5    (m)          287.     (f) GPS OBS        
 AA2567
 AA2567.Superseded values are not recommended for survey control.
 AA2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2567.See file dsdata.txt to determine how the superseded data were derived.
 AA2567
 AA2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5379858370(NAD 83)
 AA2567_MARKER: DD = SURVEY DISK
 AA2567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2567_SP_SET: CONCRETE POST
 AA2567_STAMPING: 57-39 1992
 AA2567_MARK LOGO: ALHD  
 AA2567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2567+STABILITY: SURFACE MOTION
 AA2567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2567+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2567
 AA2567  HISTORY     - Date     Condition        Report By
 AA2567  HISTORY     - 1992     MONUMENTED       ALHD
 AA2567
 AA2567                          STATION DESCRIPTION
 AA2567
 AA2567'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2567'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2567'AN UNMARKED GRAVEL ROAD, ABOUT 6.90 MI (11.10 KM) SOUTH-SOUTHEAST OF
 AA2567'HURTSBORO AND ABOUT 12.15 MI (19.55 KM) WEST-SOUTHWEST OF PITTSVIEW.
 AA2567'TO REACH THE STATION FROM THE JUNCTION OF ALA 51, ALA 26 AND A PAVED
 AA2567'CITY STREET, IN HURTSBORO, (MILE POST 85.95 ON ALA 51 AND MILE POST
 AA2567'0.00 ON ALA 26), DRIVE SOUTH ON THE PAVED CITY STREET FOR 0.40 MI
 AA2567'(0.64 KM) TO A RAILROAD GRADE CROSSING, CONTINUE SOUTH ON THE PAVED
 AA2567'CITY STREET FOR 0.15 MI (0.24 KM) TO A PAVED CROSSROADS WITH RUSSELL
 AA2567'COUNTY ROAD NO. 49 LEFT, TURN LEFT ON RUSSELL COUNTY ROAD NO. 49 AND
 AA2567'DRIVE SOUTHEAST FOR 2.40 MI (3.86 KM) TO A GRAVEL ROAD ON THE RIGHT,
 AA2567'TURN RIGHT ON THE GRAVEL ROAD AND DRIVE SOUTH FOR 1.35 MI (2.17 KM) TO
 AA2567'A GRAVEL ROAD ON THE RIGHT, CONTINUE SOUTH ON THE GRAVEL ROAD FOR 2.60
 AA2567'MI (4.18 KM) TO A GRAVEL ROAD ON THE RIGHT, CONTINUE SOUTH ON THE
 AA2567'GRAVEL ROAD FOR 1.00 MI (1.61 KM) TO A GRAVEL ROAD ON THE LEFT, TURN
 AA2567'LEFT ON THE GRAVEL ROAD AND DRIVE EAST FOR 0.45 MI (0.72 KM) TO THE
 AA2567'STATION ON THE LEFT. THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER
 AA2567'OF A LARGE FIELD OF RECENTLY PLANTED PINE TREES, 2.1 FT (0.6 M) SOUTH
 AA2567'OF A CARSONITE WITNESS POST, 17.2 FT (5.2 M) NORTH OF THE CENTER OF
 AA2567'THE GRAVEL ROAD AND SET FLUSH WITH THE GROUND. STATION 57-38 1992 MAY
 AA2567'BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2384 ***********************************************************************
 CM2384  DESIGNATION -  57 4
 CM2384  PID         -  CM2384
 CM2384  STATE/COUNTY-  AL/RUSSELL
 CM2384  USGS QUAD   -  SEALE (1984)
 CM2384
 CM2384                         *CURRENT SURVEY CONTROL
 CM2384  ___________________________________________________________________
 CM2384* NAD 83(1992)-  32 19 10.11093(N)    085 09 37.99945(W)     ADJUSTED  
 CM2384* NAVD 88     -       135.0    (meters)     443.     (feet)  VERTCON   
 CM2384  ___________________________________________________________________
 CM2384  X           -     455,167.640 (meters)                     COMP
 CM2384  Y           -  -5,376,058.474 (meters)                     COMP
 CM2384  Z           -   3,390,480.018 (meters)                     COMP
 CM2384  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 CM2384  ELLIP HEIGHT-         107.95  (meters)          (07/29/02) GPS OBS
 CM2384  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CM2384
 CM2384  HORZ ORDER  -  FIRST
 CM2384  ELLP ORDER  -  FOURTH    CLASS I
 CM2384
 CM2384.The horizontal coordinates were established by GPS observations
 CM2384.and adjusted by the National Geodetic Survey in September 1997..
 CM2384
 CM2384.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2384.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2384
 CM2384.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2384
 CM2384.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2384
 CM2384.The ellipsoidal height was determined by GPS observations
 CM2384.and is referenced to NAD 83.
 CM2384
 CM2384.The geoid height was determined by GEOID03.
 CM2384
 CM2384;                    North         East     Units Scale Factor Converg.
 CM2384;SPC AL E     -   201,927.973   263,349.574   MT  1.00000947   +0 21 34.9
 CM2384;UTM  16      - 3,577,334.345   673,153.068   MT  0.99996974   +0 59 01.3
 CM2384
 CM2384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2384!SPC AL E     -   0.99998305  x   1.00000947  =   0.99999252
 CM2384!UTM  16      -   0.99998305  x   0.99996974  =   0.99995279
 CM2384
 CM2384                          SUPERSEDED SURVEY CONTROL
 CM2384
 CM2384  NAD 83(1992)-  32 19 10.11077(N)    085 09 38.00128(W) AD(       ) 1
 CM2384  ELLIP H (12/04/92)  107.93   (m)                       GP(       ) 4 1
 CM2384  NAD 83(1986)-  32 19 10.11327(N)    085 09 37.99758(W) AD(       ) 1
 CM2384  NGVD 29 (12/04/92)  135.0    (m)          443.     (f) GPS OBS        
 CM2384
 CM2384.Superseded values are not recommended for survey control.
 CM2384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2384.See file dsdata.txt to determine how the superseded data were derived.
 CM2384
 CM2384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7315377334(NAD 83)
 CM2384_MARKER: DD = SURVEY DISK
 CM2384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2384_SP_SET: CONCRETE POST
 CM2384_STAMPING: 57 - 4 1989
 CM2384_MARK LOGO: ALHD  
 CM2384_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2384+STABILITY: SURFACE MOTION
 CM2384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2384+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CM2384
 CM2384  HISTORY     - Date     Condition        Report By
 CM2384  HISTORY     - 1989     MONUMENTED       ALHD
 CM2384
 CM2384                          STATION DESCRIPTION
 CM2384
 CM2384'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2384'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE EAST RIGHT OF WAY OF
 CM2384'U. S. HIGHWAY 431 IN SEALE.
 CM2384'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON U.S. 431 IN SEALE,
 CM2384'GO NORTH ON U. S. 431 FOR 2.74 KM (1.70 MI) TO MILE POST 101.80 AND
 CM2384'THE STATION ON THE RIGHT.
 CM2384'THE STATION IS 11.61 M (38.1 FT) EAST OF THE CENTERLINE OF U. S. 431,
 CM2384'4.45 M (14.6 FT) NORTHWEST OF A FENCE CORNER, 11.22 M (36.8 FT)
 CM2384'NORTHWEST OF A POWER POLE, 0.98 M (3.2 FT) WEST OF A CARSONITE WITNESS
 CM2384'POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH WITH THE
 CM2384'GROUND, AND SET FLUSH WITH THE GROUND.
 CM2384'STATION 57 - 3 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2568 ***********************************************************************
 AA2568  DESIGNATION -  57 40
 AA2568  PID         -  AA2568
 AA2568  STATE/COUNTY-  AL/RUSSELL
 AA2568  USGS QUAD   -  FORT MITCHELL (1984)
 AA2568
 AA2568                         *CURRENT SURVEY CONTROL
 AA2568  ___________________________________________________________________
 AA2568* NAD 83(1992)-  32 19 08.03584(N)    085 00 53.66308(W)     ADJUSTED  
 AA2568* NAVD 88     -        71.2    (meters)     234.     (feet)  VERTCON   
 AA2568  ___________________________________________________________________
 AA2568  X           -     468,830.693 (meters)                     COMP
 AA2568  Y           -  -5,374,864.604 (meters)                     COMP
 AA2568  Z           -   3,390,392.035 (meters)                     COMP
 AA2568  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AA2568  ELLIP HEIGHT-          44.42  (meters)          (07/29/02) GPS OBS
 AA2568  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 AA2568
 AA2568  HORZ ORDER  -  FIRST
 AA2568  ELLP ORDER  -  FOURTH    CLASS I
 AA2568
 AA2568.The horizontal coordinates were established by GPS observations
 AA2568.and adjusted by the National Geodetic Survey in September 1997..
 AA2568
 AA2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2568
 AA2568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2568
 AA2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2568
 AA2568.The ellipsoidal height was determined by GPS observations
 AA2568.and is referenced to NAD 83.
 AA2568
 AA2568.The geoid height was determined by GEOID03.
 AA2568
 AA2568;                    North         East     Units Scale Factor Converg.
 AA2568;SPC AL E     -   201,959.478   277,064.913   MT  1.00003321   +0 26 15.3
 AA2568;UTM  16      - 3,577,515.213   686,866.960   MT  1.00003063   +1 03 41.8
 AA2568
 AA2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2568!SPC AL E     -   0.99999303  x   1.00003321  =   1.00002624
 AA2568!UTM  16      -   0.99999303  x   1.00003063  =   1.00002366
 AA2568
 AA2568                          SUPERSEDED SURVEY CONTROL
 AA2568
 AA2568  NAD 83(1992)-  32 19 08.03578(N)    085 00 53.66479(W) AD(       ) 1
 AA2568  ELLIP H (11/30/94)   44.41   (m)                       GP(       ) 4 1
 AA2568  NGVD 29 (11/30/94)   71.2    (m)          234.     (f) GPS OBS        
 AA2568
 AA2568.Superseded values are not recommended for survey control.
 AA2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2568.See file dsdata.txt to determine how the superseded data were derived.
 AA2568
 AA2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8686777515(NAD 83)
 AA2568_MARKER: DD = SURVEY DISK
 AA2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2568_SP_SET: CONCRETE POST
 AA2568_STAMPING: 57-40 1992
 AA2568_MARK LOGO: ALHD  
 AA2568_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2568+STABILITY: SURFACE MOTION
 AA2568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2568+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2568
 AA2568  HISTORY     - Date     Condition        Report By
 AA2568  HISTORY     - 1992     MONUMENTED       ALHD
 AA2568
 AA2568                          STATION DESCRIPTION
 AA2568
 AA2568'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2568'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE EAST RIGHT OF WAY OF
 AA2568'ALA 165, ABOUT 9.25 MI (14.89 KM) EAST-NORTHEAST OF SEALE AND ABOUT
 AA2568'10.35 MI (16.66 KM) SOUTH OF PHENIX CITY. TO REACH THE STATION FROM
 AA2568'THE JUNCTION OF U.S. 431 AND ALA 165, (MILE POST 112.60 ON U.S. 431
 AA2568'AND MILE POST 33.15 ON ALA 165) SOUTHWEST OF PHENIX CITY, DRIVE SOUTH
 AA2568'ON ALA 165 FOR 7.45 MI (11.99 KM) TO MILE POST 25.60 AND THE STATION
 AA2568'ON THE LEFT. THE STATION IS ON THE SIDE OF A HILL, 72.7 FT (22.2 M)
 AA2568'WEST OF A 15-INCH OAK TREE WITH A BLAZE MARK PAINTED ORANGE AND
 AA2568'GROWING BETWEEN TWO PINE TREES, 56.0 FT (17.1 M) EAST-NORTHEAST OF THE
 AA2568'CENTERLINE OF ALA 165, 2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST
 AA2568'AND SET FLUSH WITH THE GROUND. STATION Z 392 RESET 1989 MAY BE USED AS
 AA2568'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2599 ***********************************************************************
 AA2599  DESIGNATION -  57 41
 AA2599  PID         -  AA2599
 AA2599  STATE/COUNTY-  AL/RUSSELL
 AA2599  USGS QUAD   -  PHENIX CITY (1984)
 AA2599
 AA2599                         *CURRENT SURVEY CONTROL
 AA2599  ___________________________________________________________________
 AA2599* NAD 83(1992)-  32 24 31.76292(N)    085 02 57.53843(W)     ADJUSTED  
 AA2599* NAVD 88     -       113.3    (meters)     372.     (feet)  VERTCON   
 AA2599  ___________________________________________________________________
 AA2599  X           -     465,145.035 (meters)                     COMP
 AA2599  Y           -  -5,369,862.207 (meters)                     COMP
 AA2599  Z           -   3,398,837.433 (meters)                     COMP
 AA2599  LAPLACE CORR-           2.57  (seconds)                    DEFLEC99
 AA2599  ELLIP HEIGHT-          86.12  (meters)          (07/29/02) GPS OBS
 AA2599  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AA2599
 AA2599  HORZ ORDER  -  FIRST
 AA2599  ELLP ORDER  -  FOURTH    CLASS I
 AA2599
 AA2599.The horizontal coordinates were established by GPS observations
 AA2599.and adjusted by the National Geodetic Survey in September 1997..
 AA2599
 AA2599.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2599
 AA2599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2599
 AA2599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2599
 AA2599.The ellipsoidal height was determined by GPS observations
 AA2599.and is referenced to NAD 83.
 AA2599
 AA2599.The geoid height was determined by GEOID03.
 AA2599
 AA2599;                    North         East     Units Scale Factor Converg.
 AA2599;SPC AL E     -   211,907.236   273,751.670   MT  1.00002705   +0 25 12.8
 AA2599;UTM  16      - 3,587,426.178   683,445.465   MT  1.00001500   +1 02 44.8
 AA2599
 AA2599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2599!SPC AL E     -   0.99998648  x   1.00002705  =   1.00001353
 AA2599!UTM  16      -   0.99998648  x   1.00001500  =   1.00000148
 AA2599
 AA2599                          SUPERSEDED SURVEY CONTROL
 AA2599
 AA2599  NAD 83(1992)-  32 24 31.76270(N)    085 02 57.54043(W) AD(       ) 1
 AA2599  ELLIP H (11/30/94)   86.10   (m)                       GP(       ) 4 1
 AA2599  NGVD 29 (11/30/94)  113.3    (m)          372.     (f) GPS OBS        
 AA2599
 AA2599.Superseded values are not recommended for survey control.
 AA2599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2599.See file dsdata.txt to determine how the superseded data were derived.
 AA2599
 AA2599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8344587426(NAD 83)
 AA2599_MARKER: DD = SURVEY DISK
 AA2599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2599_SP_SET: CONCRETE POST
 AA2599_STAMPING: 57-41 1993
 AA2599_MARK LOGO: ALHD  
 AA2599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2599+STABILITY: SURFACE MOTION
 AA2599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2599+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2599
 AA2599  HISTORY     - Date     Condition        Report By
 AA2599  HISTORY     - 1993     MONUMENTED       ALHD
 AA2599
 AA2599                          STATION DESCRIPTION
 AA2599
 AA2599'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2599'THE STATION IS LOCATED ON RUSSELL COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2599'OF U.S. 431, ABOUT 5.10 MI (8.21 KM) SOUTHWEST OF PHENIX CITY AND
 AA2599'ABOUT 10.40 MI (16.74 KM) NORTHEAST OF SEALE. TO REACH THE STATION
 AA2599'FROM THE RAILROAD UNDERPASS ON U.S. 431 (MILE POST 100.15 ON U.S. 431)
 AA2599'IN SEALE, DRIVE NORTHEAST ON U. S. 431 FOR 11.40 MI (18.35 KM) TO MILE
 AA2599'POST 111.55 AND THE STATION ON THE RIGHT. THE STATION IS 68.1 FT (20.8
 AA2599'M) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF U.S. 431,
 AA2599'112.3 FT (34.2 M) SOUTH OF A MAIL BOX IN A TEN BY FIFTEEN-INCH PLYWOOD
 AA2599'CASING, 114.0 FT (34.7 M) NORTHEAST OF TELEPHONE CABLE POLE NO. 69,
 AA2599'142.3 FT (43.4 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. SS, 143.0
 AA2599'FT (43.6 M) SOUTHWEST OF OLD JUNCTION TELEPHONE CABLE POLE NO. 68,
 AA2599'145.0 FT (44.2 M) SOUTHWEST OF NEW JUNCTION TELEPHONE CABLE POLE NO.
 AA2599'68, 1.7 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2599'FLUSH WITH THE GROUND. STATION 57-8 1989 MAY BE USED AS AN AZIMUTH FOR
 AA2599'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2600 ***********************************************************************
 AA2600  DESIGNATION -  57 42
 AA2600  PID         -  AA2600
 AA2600  STATE/COUNTY-  AL/RUSSELL
 AA2600  USGS QUAD   -  PHENIX CITY (1984)
 AA2600
 AA2600                         *CURRENT SURVEY CONTROL
 AA2600  ___________________________________________________________________
 AA2600* NAD 83(1992)-  32 27 39.63374(N)    085 01 07.15528(W)     ADJUSTED  
 AA2600* NAVD 88     -       125.9    (meters)     413.     (feet)  VERTCON   
 AA2600  ___________________________________________________________________
 AA2600  X           -     467,750.057 (meters)                     COMP
 AA2600  Y           -  -5,366,530.768 (meters)                     COMP
 AA2600  Z           -   3,403,728.569 (meters)                     COMP
 AA2600  LAPLACE CORR-           2.51  (seconds)                    DEFLEC99
 AA2600  ELLIP HEIGHT-          98.58  (meters)          (07/29/02) GPS OBS
 AA2600  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA2600
 AA2600  HORZ ORDER  -  FIRST
 AA2600  ELLP ORDER  -  FOURTH    CLASS I
 AA2600
 AA2600.The horizontal coordinates were established by GPS observations
 AA2600.and adjusted by the National Geodetic Survey in September 1997..
 AA2600
 AA2600.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2600
 AA2600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2600
 AA2600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2600
 AA2600.The ellipsoidal height was determined by GPS observations
 AA2600.and is referenced to NAD 83.
 AA2600
 AA2600.The geoid height was determined by GEOID03.
 AA2600
 AA2600;                    North         East     Units Scale Factor Converg.
 AA2600;SPC AL E     -   217,715.999   276,591.956   MT  1.00003231   +0 26 14.2
 AA2600;UTM  16      - 3,593,265.578   686,222.093   MT  1.00002765   +1 03 49.5
 AA2600
 AA2600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2600!SPC AL E     -   0.99998452  x   1.00003231  =   1.00001683
 AA2600!UTM  16      -   0.99998452  x   1.00002765  =   1.00001217
 AA2600
 AA2600                          SUPERSEDED SURVEY CONTROL
 AA2600
 AA2600  NAD 83(1992)-  32 27 39.63351(N)    085 01 07.15720(W) AD(       ) 1
 AA2600  ELLIP H (11/30/94)   98.56   (m)                       GP(       ) 4 1
 AA2600  NGVD 29 (11/30/94)  126.0    (m)          413.     (f) GPS OBS        
 AA2600
 AA2600.Superseded values are not recommended for survey control.
 AA2600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2600.See file dsdata.txt to determine how the superseded data were derived.
 AA2600
 AA2600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8622293266(NAD 83)
 AA2600_MARKER: DD = SURVEY DISK
 AA2600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2600_SP_SET: CONCRETE POST
 AA2600_STAMPING: 57-42 1993
 AA2600_MARK LOGO: ALHD  
 AA2600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2600+STABILITY: SURFACE MOTION
 AA2600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2600+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2600
 AA2600  HISTORY     - Date     Condition        Report By
 AA2600  HISTORY     - 1993     MONUMENTED       ALHD
 AA2600
 AA2600                          STATION DESCRIPTION
 AA2600
 AA2600'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2600'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2600'OF U.S. 280 AND U.S. 431 IN PHENIX CITY. TO REACH THE STATION FROM THE
 AA2600'JUNCTION OF U.S. 280, U.S. 431, AND U.S. 80 WEST (MILE POST 117.45 ON
 AA2600'U.S. 280 AND U.S. 431 AND MILE POST 217.55 ON U.S. 80) AT A TRAFFIC
 AA2600'LIGHT IN PHENIX CITY, DRIVE SOUTHEAST ON U.S. 280 AND U.S. 431 FOR
 AA2600'1.25 MI (2.01 KM) TO MILE POST 116.20 AND THE STATION ON THE LEFT
 AA2600'ACROSS THE FRONTAGE ROAD. THE STATION IS 5.5 FT (1.7 M) NORTHEAST OF
 AA2600'THE NORTHEAST CONCRETE CURB OF THE EAST SERVICE ROAD OF U.S. 280 AND
 AA2600'U.S. 431, 19.2 FT (5.9 M) NORTHEAST OF THE CENTERLINE OF THE EAST
 AA2600'SERVICE ROAD OF U.S. 280 AND U.S. 431, 30.8 FT (9.4 M) SOUTHEAST OF
 AA2600'THE CENTER OF THE NORTHWEST LEG OF A PAVED HORSE SHOE DRIVE, 95.8 FT
 AA2600'(29.2 M) NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF U.S.
 AA2600'280 AND U.S. 431, 100.0 FT (30.5 M) NORTHEAST OF THE CENTER OF THE
 AA2600'SOUTHEAST LEG OF A PAVED HORSE SHOE DRIVE, 132.1 FT (40.3 M)
 AA2600'NORTH-NORTHEAST OF LIGHT AND CABLE POLE NO. 75 IN THE MEDIAN OF U.S.
 AA2600'280 AND U.S. 431, APPROXIMATELY 500 FT (152.4 M) NORTHWEST OF A
 AA2600'HOLIDAY INN MOTEL, 2.3 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS
 AA2600'POST, AND SET FLUSH WITH THE GROUND. STATION 57-43 1993 MAY BE USED AS
 AA2600'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2601 ***********************************************************************
 AA2601  DESIGNATION -  57 43
 AA2601  PID         -  AA2601
 AA2601  STATE/COUNTY-  AL/RUSSELL
 AA2601  USGS QUAD   -  PHENIX CITY (1984)
 AA2601
 AA2601                         *CURRENT SURVEY CONTROL
 AA2601  ___________________________________________________________________
 AA2601* NAD 83(1992)-  32 27 47.42904(N)    085 01 26.10237(W)     ADJUSTED  
 AA2601* NAVD 88     -       124.9    (meters)     410.     (feet)  VERTCON   
 AA2601  ___________________________________________________________________
 AA2601  X           -     467,245.841 (meters)                     COMP
 AA2601  Y           -  -5,366,444.452 (meters)                     COMP
 AA2601  Z           -   3,403,930.632 (meters)                     COMP
 AA2601  LAPLACE CORR-           2.52  (seconds)                    DEFLEC99
 AA2601  ELLIP HEIGHT-          97.56  (meters)          (07/29/02) GPS OBS
 AA2601  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 AA2601
 AA2601  HORZ ORDER  -  FIRST
 AA2601  ELLP ORDER  -  FOURTH    CLASS I
 AA2601
 AA2601.The horizontal coordinates were established by GPS observations
 AA2601.and adjusted by the National Geodetic Survey in September 1997..
 AA2601
 AA2601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2601
 AA2601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2601
 AA2601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2601
 AA2601.The ellipsoidal height was determined by GPS observations
 AA2601.and is referenced to NAD 83.
 AA2601
 AA2601.The geoid height was determined by GEOID03.
 AA2601
 AA2601;                    North         East     Units Scale Factor Converg.
 AA2601;SPC AL E     -   217,952.363   276,095.313   MT  1.00003138   +0 26 04.1
 AA2601;UTM  16      - 3,593,496.496   685,722.899   MT  1.00002536   +1 03 39.5
 AA2601
 AA2601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2601!SPC AL E     -   0.99998468  x   1.00003138  =   1.00001606
 AA2601!UTM  16      -   0.99998468  x   1.00002536  =   1.00001004
 AA2601
 AA2601                          SUPERSEDED SURVEY CONTROL
 AA2601
 AA2601  NAD 83(1992)-  32 27 47.42880(N)    085 01 26.10428(W) AD(       ) 1
 AA2601  ELLIP H (11/30/94)   97.54   (m)                       GP(       ) 4 1
 AA2601  NGVD 29 (11/30/94)  124.9    (m)          410.     (f) GPS OBS        
 AA2601
 AA2601.Superseded values are not recommended for survey control.
 AA2601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2601.See file dsdata.txt to determine how the superseded data were derived.
 AA2601
 AA2601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8572393496(NAD 83)
 AA2601_MARKER: DD = SURVEY DISK
 AA2601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2601_SP_SET: CONCRETE POST
 AA2601_STAMPING: 57-43 1993
 AA2601_MARK LOGO: ALHD  
 AA2601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2601+STABILITY: SURFACE MOTION
 AA2601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2601+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2601
 AA2601  HISTORY     - Date     Condition        Report By
 AA2601  HISTORY     - 1993     MONUMENTED       ALHD
 AA2601
 AA2601                          STATION DESCRIPTION
 AA2601
 AA2601'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2601'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2601'OF U.S. 280 AND U.S. 431 IN PHENIX CITY. TO REACH THE STATION FROM THE
 AA2601'JUNCTION OF U.S. 280, U.S. 431, AND U.S. 80 WEST (MILE POST 117.45 ON
 AA2601'U.S. 280 AND U.S. 431 AND MILE POST 217.55 ON U.S. 80) AT A TRAFFIC
 AA2601'LIGHT IN PHENIX CITY, DRIVE SOUTHEAST ON U.S. 280 AND U.S. 431 FOR
 AA2601'0.90 MI (1.45 KM) TO MILE POST 116.55 AND THE STATION ON THE RIGHT
 AA2601'ACROSS THE FRONTAGE ROAD. THE STATION IS 18.1 FT (5.5 M) SOUTHEAST OF
 AA2601'THE SOUTHEAST CONCRETE CURB OF A PAVED DRIVEWAY, 30.4 FT (9.3 M)
 AA2601'SOUTHWEST OF THE CENTER OF A DROP INLET, 32.0 FT (9.8 M) SOUTHEAST OF
 AA2601'THE CENTER OF THE SOUTHEAST DRIVEWAY INTO THE COLONIAL INN MOTEL, 45.4
 AA2601'FT (13.8 M) SOUTHWEST OF THE SOUTHWEST CONCRETE CURB OF THE WEST
 AA2601'SERVICE ROAD OF U.S. 280 AND U.S. 431, 59.6 FT (18.2 M) SOUTHWEST OF
 AA2601'THE CENTERLINE OF THE WEST SERVICE ROAD OF U.S. 280 AND U.S. 431, 87.5
 AA2601'FT (26.7 M) WEST-NORTHWEST OF A FIRE HYDRANT, 113.6 FT (34.6 M)
 AA2601'SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 280 AND
 AA2601'U.S. 431, 115.8 FT (35.3 M) WEST-NORTHWEST OF A LARGE POWER AND CABLE
 AA2601'POLE WITH CIRCUIT BREAKERS, 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE
 AA2601'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 57-42 1993 MAY BE
 AA2601'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2385 ***********************************************************************
 CM2385  DESIGNATION -  57 5
 CM2385  PID         -  CM2385
 CM2385  STATE/COUNTY-  AL/RUSSELL
 CM2385  USGS QUAD   -  FORT MITCHELL (1984)
 CM2385
 CM2385                         *CURRENT SURVEY CONTROL
 CM2385  ___________________________________________________________________
 CM2385* NAD 83(1992)-  32 21 46.28653(N)    085 05 32.14013(W)     ADJUSTED  
 CM2385* NAVD 88     -        89.1    (meters)     292.     (feet)  VERTCON   
 CM2385  ___________________________________________________________________
 CM2385  X           -     461,351.866 (meters)                     COMP
 CM2385  Y           -  -5,372,909.297 (meters)                     COMP
 CM2385  Z           -   3,394,520.014 (meters)                     COMP
 CM2385  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 CM2385  ELLIP HEIGHT-          62.03  (meters)          (07/29/02) GPS OBS
 CM2385  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 CM2385
 CM2385  HORZ ORDER  -  FIRST
 CM2385  ELLP ORDER  -  FOURTH    CLASS I
 CM2385
 CM2385.The horizontal coordinates were established by GPS observations
 CM2385.and adjusted by the National Geodetic Survey in September 1997..
 CM2385
 CM2385.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2385.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2385
 CM2385.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2385
 CM2385.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2385
 CM2385.The ellipsoidal height was determined by GPS observations
 CM2385.and is referenced to NAD 83.
 CM2385
 CM2385.The geoid height was determined by GEOID03.
 CM2385
 CM2385;                    North         East     Units Scale Factor Converg.
 CM2385;SPC AL E     -   206,781.141   269,747.102   MT  1.00001997   +0 23 48.1
 CM2385;UTM  16      - 3,582,256.785   679,497.134   MT  0.99999733   +1 01 17.2
 CM2385
 CM2385!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2385!SPC AL E     -   0.99999026  x   1.00001997  =   1.00001023
 CM2385!UTM  16      -   0.99999026  x   0.99999733  =   0.99998759
 CM2385
 CM2385:                Primary Azimuth Mark                     Grid Az
 CM2385:SPC AL E     -  57 6                                     022 12 32.9
 CM2385:UTM  16      -  57 6                                     021 35 03.8
 CM2385
 CM2385|---------------------------------------------------------------------|
 CM2385| PID    Reference Object                     Distance      Geod. Az  |
 CM2385|                                                           dddmmss.s |
 CM2385| CM2386 57 6                                475.331 METERS 0223621.0 |
 CM2385|---------------------------------------------------------------------|
 CM2385
 CM2385                          SUPERSEDED SURVEY CONTROL
 CM2385
 CM2385  NAD 83(1992)-  32 21 46.28630(N)    085 05 32.14213(W) AD(       ) 1
 CM2385  ELLIP H (12/04/92)   62.02   (m)                       GP(       ) 4 1
 CM2385  NAD 83(1986)-  32 21 46.28767(N)    085 05 32.13898(W) AD(       ) 1
 CM2385  NGVD 29 (12/04/92)   89.2    (m)          293.     (f) GPS OBS        
 CM2385
 CM2385.Superseded values are not recommended for survey control.
 CM2385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2385.See file dsdata.txt to determine how the superseded data were derived.
 CM2385
 CM2385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7949782257(NAD 83)
 CM2385_MARKER: DD = SURVEY DISK
 CM2385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2385_SP_SET: CONCRETE POST
 CM2385_STAMPING: 57 - 5 1989
 CM2385_MARK LOGO: ALHD  
 CM2385_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2385+STABILITY: SURFACE MOTION
 CM2385_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2385+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 CM2385
 CM2385  HISTORY     - Date     Condition        Report By
 CM2385  HISTORY     - 1989     MONUMENTED       ALHD
 CM2385  HISTORY     - 20031016 GOOD             INDIV
 CM2385
 CM2385                          STATION DESCRIPTION
 CM2385
 CM2385'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2385'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE EAST RIGHT OF WAY OF
 CM2385'U.S. HIGHWAY 431 ABOUT 14.65 KM (9.10 MI) SOUTHWEST OF PHENIX CITY AND
 CM2385'ABOUT 10.14 KM (6.30 MI) NORTHEAST OF SEALE.
 CM2385'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON U.S. 431 IN SEALE,
 CM2385'GO NORTH ON U.S. 431 FOR 11.67 KM (7.25 MI) TO MILE POST 107.40 AND
 CM2385'THE STATION ON THE RIGHT.
 CM2385'THE STATION IS 13.35 M (43.8 FT) SOUTHEAST OF THE CENTERLINE OF U.S.
 CM2385'431, 5.18 M (17.0 FT) SOUTHEAST OF THE SOUTH END OF A 15 INCH CONCRETE
 CM2385'PIPE UNDER A DRIVEWAY, 7.32 M (24.0 FT) SOUTHWEST OF THE CENTER OF A
 CM2385'DRIVEWAY, 3.05 M (10.0 FT) SOUTHWEST OF A 12 INCH FENCE CORNER POST,
 CM2385'1.01 M (3.3 FT) NORTHWEST OF A HOG WIRE FENCE WITH 2 STRANDS OF BARBED
 CM2385'WIRE, 0.85 M (2.8 FT) WEST OF A CARSONITE WITNESS POST, 0.30 M
 CM2385'(1.0 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH WITH THE GROUND, AND
 CM2385'SET FLUSH WITH THE GROUND.
 CM2385'STATION 57 - 6 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2385
 CM2385                          STATION RECOVERY (2003)
 CM2385
 CM2385'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 CM2385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2386 ***********************************************************************
 CM2386  DESIGNATION -  57 6
 CM2386  PID         -  CM2386
 CM2386  STATE/COUNTY-  AL/RUSSELL
 CM2386  USGS QUAD   -  FORT MITCHELL (1984)
 CM2386
 CM2386                         *CURRENT SURVEY CONTROL
 CM2386  ___________________________________________________________________
 CM2386* NAD 83(1992)-  32 22 00.53193(N)    085 05 25.15119(W)     ADJUSTED  
 CM2386* NAVD 88     -        91.5    (meters)     300.     (feet)  VERTCON   
 CM2386  ___________________________________________________________________
 CM2386  X           -     461,513.984 (meters)                     COMP
 CM2386  Y           -  -5,372,661.608 (meters)                     COMP
 CM2386  Z           -   3,394,891.926 (meters)                     COMP
 CM2386  LAPLACE CORR-           2.42  (seconds)                    DEFLEC99
 CM2386  ELLIP HEIGHT-          64.39  (meters)          (07/29/02) GPS OBS
 CM2386  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CM2386
 CM2386  HORZ ORDER  -  FIRST
 CM2386  ELLP ORDER  -  FOURTH    CLASS I
 CM2386
 CM2386.The horizontal coordinates were established by GPS observations
 CM2386.and adjusted by the National Geodetic Survey in September 1997..
 CM2386
 CM2386.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2386
 CM2386.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2386
 CM2386.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2386
 CM2386.The ellipsoidal height was determined by GPS observations
 CM2386.and is referenced to NAD 83.
 CM2386
 CM2386.The geoid height was determined by GEOID03.
 CM2386
 CM2386;                    North         East     Units Scale Factor Converg.
 CM2386;SPC AL E     -   207,221.217   269,926.775   MT  1.00002028   +0 23 52.0
 CM2386;UTM  16      - 3,582,698.784   679,671.993   MT  0.99999810   +1 01 21.4
 CM2386
 CM2386!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2386!SPC AL E     -   0.99998989  x   1.00002028  =   1.00001017
 CM2386!UTM  16      -   0.99998989  x   0.99999810  =   0.99998799
 CM2386
 CM2386:                Primary Azimuth Mark                     Grid Az
 CM2386:SPC AL E     -  57 5                                     202 12 32.7
 CM2386:UTM  16      -  57 5                                     201 35 03.3
 CM2386
 CM2386|---------------------------------------------------------------------|
 CM2386| PID    Reference Object                     Distance      Geod. Az  |
 CM2386|                                                           dddmmss.s |
 CM2386| CM2385 57 5                                475.331 METERS 2023624.7 |
 CM2386|---------------------------------------------------------------------|
 CM2386
 CM2386                          SUPERSEDED SURVEY CONTROL
 CM2386
 CM2386  NAD 83(1992)-  32 22 00.53170(N)    085 05 25.15319(W) AD(       ) 1
 CM2386  ELLIP H (12/04/92)   64.37   (m)                       GP(       ) 4 1
 CM2386  NAD 83(1986)-  32 22 00.53305(N)    085 05 25.15005(W) AD(       ) 1
 CM2386  NGVD 29 (12/04/92)   91.5    (m)          300.     (f) GPS OBS        
 CM2386
 CM2386.Superseded values are not recommended for survey control.
 CM2386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2386.See file dsdata.txt to determine how the superseded data were derived.
 CM2386
 CM2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA7967282699(NAD 83)
 CM2386_MARKER: DD = SURVEY DISK
 CM2386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2386_SP_SET: CONCRETE POST
 CM2386_STAMPING: 57 - 6 1989
 CM2386_MARK LOGO: ALHD  
 CM2386_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2386+STABILITY: SURFACE MOTION
 CM2386_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2386+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CM2386
 CM2386  HISTORY     - Date     Condition        Report By
 CM2386  HISTORY     - 1989     MONUMENTED       ALHD
 CM2386
 CM2386                          STATION DESCRIPTION
 CM2386
 CM2386'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2386'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE WEST RIGHT OF WAY OF
 CM2386'U.S. HIGHWAY 431 ABOUT 14.16 KM (8.80 MI) SOUTHWEST OF PHENIX CITY AND
 CM2386'ABOUT 10.62 KM (6.60 MI) NORTHEAST OF SEALE.  CONTACT MR. ROBERT
 CM2386'BLALOCK, ROUTE 2, BOX 385, SEALE, AL 36875, TELEPHONE (205)-298-7270.
 CM2386'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON U.S. 431 IN SEALE,
 CM2386'GO NORTH ON U.S. 431 FOR 12.15 KM (7.55 MI) TO MILE POST 107.70,
 CM2386'RUSSELL COUNTY ROAD NO. 41 TO THE LEFT, AND THE STATION ON THE LEFT IN
 CM2386'THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 CM2386'THE STATION IS 14.42 M (47.3 FT) WEST - NORTHWEST OF THE CENTERLINE OF
 CM2386'U.S. 431, 16.28 M (53.4 FT) SOUTH - SOUTHWEST OF THE CENTERLINE OF
 CM2386'RUSSELL COUNTY ROAD NO. 41, 11.16 M (36.6 FT) SOUTH - SOUTHEAST OF
 CM2386'POWER POLE NO.F 1097 60, 8.11 KM (5.05 MI) SOUTHWEST OF A CONCRETE
 CM2386'WATER VALVE MARKER, 2.23 M (7.3 FT) WEST - NORTHWEST OF A CARSONITE
 CM2386'WITNESS POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH
 CM2386'WITH THE GROUND, AND SET FLUSH WITH THE GROUND.
 CM2386'STATION 57 - 5 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2388 ***********************************************************************
 CM2388  DESIGNATION -  57 8
 CM2388  PID         -  CM2388
 CM2388  STATE/COUNTY-  AL/RUSSELL
 CM2388  USGS QUAD   -  PHENIX CITY (1984)
 CM2388
 CM2388                         *CURRENT SURVEY CONTROL
 CM2388  ___________________________________________________________________
 CM2388* NAD 83(1992)-  32 25 03.17316(N)    085 02 37.38374(W)     ADJUSTED  
 CM2388* NAVD 88     -       133.4    (meters)     438.     (feet)  VERTCON   
 CM2388  ___________________________________________________________________
 CM2388  X           -     465,626.389 (meters)                     COMP
 CM2388  Y           -  -5,369,316.885 (meters)                     COMP
 CM2388  Z           -   3,399,665.004 (meters)                     COMP
 CM2388  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 CM2388  ELLIP HEIGHT-         106.16  (meters)          (07/29/02) GPS OBS
 CM2388  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 CM2388
 CM2388  HORZ ORDER  -  FIRST
 CM2388  ELLP ORDER  -  FOURTH    CLASS I
 CM2388
 CM2388.The horizontal coordinates were established by GPS observations
 CM2388.and adjusted by the National Geodetic Survey in September 1997..
 CM2388
 CM2388.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2388.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2388
 CM2388.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2388
 CM2388.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2388
 CM2388.The ellipsoidal height was determined by GPS observations
 CM2388.and is referenced to NAD 83.
 CM2388
 CM2388.The geoid height was determined by GEOID03.
 CM2388
 CM2388;                    North         East     Units Scale Factor Converg.
 CM2388;SPC AL E     -   212,878.671   274,271.184   MT  1.00002800   +0 25 24.0
 CM2388;SPC GA W     -   268,352.817   617,509.336   MT  0.99998389   -0 28 12.7
 CM2388;SPC GA W     -   880,420.87  2,025,945.21   sFT  0.99998389   -0 28 12.7
 CM2388;UTM  16      - 3,588,403.217   683,954.335   MT  1.00001730   +1 02 56.5
 CM2388
 CM2388!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2388!SPC AL E     -   0.99998333  x   1.00002800  =   1.00001133
 CM2388!SPC GA W     -   0.99998333  x   0.99998389  =   0.99996722
 CM2388!UTM  16      -   0.99998333  x   1.00001730  =   1.00000063
 CM2388
 CM2388                          SUPERSEDED SURVEY CONTROL
 CM2388
 CM2388  NAD 83(1992)-  32 25 03.17295(N)    085 02 37.38575(W) AD(       ) 1
 CM2388  ELLIP H (12/04/92)  106.14   (m)                       GP(       ) 4 1
 CM2388  NAD 83(1986)-  32 25 03.17429(N)    085 02 37.38262(W) AD(       ) 1
 CM2388  NGVD 29 (12/04/92)  133.4    (m)          438.     (f) GPS OBS        
 CM2388
 CM2388.Superseded values are not recommended for survey control.
 CM2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2388.See file dsdata.txt to determine how the superseded data were derived.
 CM2388
 CM2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8395488403(NAD 83)
 CM2388_MARKER: DD = SURVEY DISK
 CM2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2388_SP_SET: CONCRETE POST
 CM2388_STAMPING: 57 - 8 1989
 CM2388_MARK LOGO: ALHD  
 CM2388_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2388+STABILITY: SURFACE MOTION
 CM2388_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2388+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 CM2388
 CM2388  HISTORY     - Date     Condition        Report By
 CM2388  HISTORY     - 1989     MONUMENTED       ALHD
 CM2388  HISTORY     - 19930111 GOOD             ALHD
 CM2388  HISTORY     - 20031016 GOOD             INDIV
 CM2388
 CM2388                          STATION DESCRIPTION
 CM2388
 CM2388'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2388'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE WEST RIGHT OF WAY OF
 CM2388'FOUR LANE U.S. HIGHWAY 431 ABOUT 7.24 KM (4.50 MI) SOUTHWEST OF PHENIX
 CM2388'CITY AND ABOUT 17.70 KM (11.00 MI) NORTHEAST OF SEALE.
 CM2388'TO REACH THE STATION FROM THE RAILROAD UNDERPASS ON U.S. 431 IN SEALE,
 CM2388'GO NORTH ON U.S. 431 FOR 19.39 KM (12.05 MI) TO MILE POST 112.20 AND
 CM2388'THE STATION ON THE LEFT ON TOP OF A 6.10 M (20.0 FT) BACKSLOPE.
 CM2388'THE STATION IS 29.26 M (96.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 CM2388'SOUTH BOUND LANES OF U.S. 431, 3.35 M (11.0 FT) SOUTHWEST OF THE CREST
 CM2388'OF A 6.10 M (20.0 FT) BACKSLOPE, 24.38 M (80.0 FT) NORTH-NORTHEAST OF
 CM2388'A JUNCTION POWER POLE, 2.47 M (8.1 FT) EAST OF A CARSONITE WITNESS
 CM2388'POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH WITH THE
 CM2388'GROUND, AND THE MARK IS SET FLUSH WITH THE SURFACE.
 CM2388'STATION 57 - 7 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2388
 CM2388                          STATION RECOVERY (1993)
 CM2388
 CM2388'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 CM2388'THE STATION IS LOCATED ON RUSSELL COUNTY ON THE NORTHWEST RIGHT OF WAY
 CM2388'OF U.S. 431, ABOUT 4.50 MI (7.24 KM) SOUTHWEST OF PHENIX CITY AND
 CM2388'ABOUT 11.00 MI (17.70 KM) NORTHEAST OF SEALE. TO REACH THE STATION
 CM2388'FROM THE RAILROAD UNDERPASS ON U.S. 431 (MILE POST 100.15 ON U.S. 431)
 CM2388'IN SEALE, DRIVE NORTHEAST ON U.S. 431 FOR 12.05 MI (19.39 KM) TO MILE
 CM2388'POST 112.20 AND THE STATION ON THE LEFT. THE STATION IS 16.8 FT (5.1
 CM2388'M) NORTH OF A CONCRETE WATER LINE MARKER, 18.0 FT (5.5 M) NORTH OF A
 CM2388'CONCRETE MANHOLE, 80.0 FT (24.4 M) NORTH-NORTHEAST OF A JUNCTION POWER
 CM2388'POLE, 96.0 FT (29.3 M) SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND
 CM2388'LANES OF U.S. 431, 106.2 FT (32.4 M) NORTH-NORTHEAST OF A FIRE
 CM2388'HYDRANT, 1.0 FT (0.3 M) EAST OF A CARSONITE WITNESS POST, AND SET
 CM2388'FLUSH WITH THE GROUND. STATION 57-41 1993 MAY BE USED AS AN AZIMUTH
 CM2388'FOR THIS STATION.
 CM2388
 CM2388                          STATION RECOVERY (2003)
 CM2388
 CM2388'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 CM2388'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2389 ***********************************************************************
 CM2389  DESIGNATION -  57 9
 CM2389  PID         -  CM2389
 CM2389  STATE/COUNTY-  AL/RUSSELL
 CM2389  USGS QUAD   -  CREEK STAND (1985)
 CM2389
 CM2389                         *CURRENT SURVEY CONTROL
 CM2389  ___________________________________________________________________
 CM2389* NAD 83(1992)-  32 15 02.79001(N)    085 22 41.32678(W)     ADJUSTED  
 CM2389* NAVD 88     -       116.4    (meters)     382.     (feet)  VERTCON   
 CM2389  ___________________________________________________________________
 CM2389  X           -     435,074.492 (meters)                     COMP
 CM2389  Y           -  -5,381,788.563 (meters)                     COMP
 CM2389  Z           -   3,384,029.435 (meters)                     COMP
 CM2389  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 CM2389  ELLIP HEIGHT-          89.28  (meters)          (07/29/02) GPS OBS
 CM2389  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CM2389
 CM2389  HORZ ORDER  -  FIRST
 CM2389  ELLP ORDER  -  FOURTH    CLASS I
 CM2389
 CM2389.The horizontal coordinates were established by GPS observations
 CM2389.and adjusted by the National Geodetic Survey in December 1992..
 CM2389
 CM2389.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2389.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2389
 CM2389.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2389
 CM2389.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2389
 CM2389.The ellipsoidal height was determined by GPS observations
 CM2389.and is referenced to NAD 83.
 CM2389
 CM2389.The geoid height was determined by GEOID03.
 CM2389
 CM2389;                    North         East     Units Scale Factor Converg.
 CM2389;SPC AL E     -   194,202.049   242,893.050   MT  0.99998268   +0 14 34.5
 CM2389;UTM  16      - 3,569,386.859   652,783.178   MT  0.99988786   +0 51 56.3
 CM2389
 CM2389!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2389!SPC AL E     -   0.99998598  x   0.99998268  =   0.99996866
 CM2389!UTM  16      -   0.99998598  x   0.99988786  =   0.99987384
 CM2389
 CM2389                          SUPERSEDED SURVEY CONTROL
 CM2389
 CM2389  ELLIP H (12/04/92)   89.26   (m)                       GP(       ) 4 1
 CM2389  NAD 83(1986)-  32 15 02.79310(N)    085 22 41.32398(W) AD(       ) 1
 CM2389  NGVD 29 (12/04/92)  116.4    (m)          382.     (f) GPS OBS        
 CM2389
 CM2389.Superseded values are not recommended for survey control.
 CM2389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2389.See file dsdata.txt to determine how the superseded data were derived.
 CM2389
 CM2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5278369387(NAD 83)
 CM2389_MARKER: DD = SURVEY DISK
 CM2389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2389_SP_SET: CONCRETE POST
 CM2389_STAMPING: 57 - 9 1989
 CM2389_MARK LOGO: ALHD  
 CM2389_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2389+STABILITY: SURFACE MOTION
 CM2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2389+SATELLITE: SATELLITE OBSERVATIONS - October 16, 2003
 CM2389
 CM2389  HISTORY     - Date     Condition        Report By
 CM2389  HISTORY     - 1989     MONUMENTED       ALHD
 CM2389  HISTORY     - 20031016 GOOD             INDIV
 CM2389
 CM2389                          STATION DESCRIPTION
 CM2389
 CM2389'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2389'THE STATION IS LOCATED IN RUSSELL COUNTY ON THE NORTH RIGHT OF WAY OF
 CM2389'ALABAMA HIGHWAY 26, ABOUT 3.78 KM (2.35 MI) EAST OF HURTSBORO AND
 CM2389'ABOUT 20.20 KM (12.55 MI) WEST OF SEALE.  CONTACT MR. OR MRS. W.
 CM2389'ALFRED DOZIER, ROUTE 1, BOX 252, HURTSBORO, AL 36860, TELEPHONE
 CM2389'(205)-667-7892.
 CM2389'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA 26 AND ALABAMA 51 IN
 CM2389'HURTSBORO, GO EAST ON ALABAMA 26 FOR 3.78 KM (2.35 MI) TO MILE POST
 CM2389'2.35 AND THE STATION ON THE LEFT.
 CM2389'THE STATION IS 11.34 M (37.2 FT) NORTH-NORTHWEST OF THE CENTERLINE OF
 CM2389'ALABAMA 26, 1.01 M (3.3 FT) SOUTH-SOUTHEAST OF A HOG WIRE FENCE WITH 3
 CM2389'STRANDS OF BARBED WIRE, 30.24 M (99.2 FT) EAST OF A TRANSFORMER POWER
 CM2389'POLE, 28.26 M (92.7 FT) EAST OF A FENCE CORNER, 42.98 M (141.0 FT)
 CM2389'EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 35.36 M (116.0 FT) WEST OF
 CM2389'THE WEST ONE OF TWO CONCRETE TELEPHONE BURIED CABLE MARKERS AT
 CM2389'TELEPHONE CABLE PEDISTAL NO. P 16, 0.76 M (2.5 FT) SOUTH OF A
 CM2389'CARSONITE WITNESS POST, 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR
 CM2389'DRIVEN FLUSH WITH THE GROUND, AND THE MARK IS SET FLUSH WITH THE
 CM2389'SURFACE.
 CM2389'STATION 57 - 10 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2389
 CM2389                          STATION RECOVERY (2003)
 CM2389
 CM2389'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 CM2389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0316 ***********************************************************************
 DH0316  DESIGNATION -  57 RESET
 DH0316  PID         -  DH0316
 DH0316  STATE/COUNTY-  AL/CALHOUN
 DH0316  USGS QUAD   -  FRANCIS MILL (1972)
 DH0316
 DH0316                         *CURRENT SURVEY CONTROL
 DH0316  ___________________________________________________________________
 DH0316* NAD 83(1986)-  33 41 38.     (N)    086 03 15.     (W)     SCALED    
 DH0316* NAVD 88     -       159.24   (meters)     522.4    (feet)  RESET     
 DH0316  ___________________________________________________________________
 DH0316  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH0316
 DH0316  VERT ORDER  -  THIRD
 DH0316
 DH0316.The horizontal coordinates were scaled from a topographic map and have
 DH0316.an estimated accuracy of +/- 6 seconds.
 DH0316
 DH0316.The orthometric height was computed from unverified reset data.
 DH0316
 DH0316.The geoid height was determined by GEOID03.
 DH0316
 DH0316;                    North         East    Units  Estimated Accuracy
 DH0316;SPC AL E     -   354,170.      179,530.      MT  (+/- 180 meters Scaled)
 DH0316
 DH0316                          SUPERSEDED SURVEY CONTROL
 DH0316
 DH0316.No superseded survey control is available for this station.
 DH0316
 DH0316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC876286(NAD 83)
 DH0316_MARKER: DD = SURVEY DISK
 DH0316_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0316_SP_SET: CONCRETE-FILLED PIPE
 DH0316_STAMPING: NO 57 RESET 1949
 DH0316_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0316
 DH0316  HISTORY     - Date     Condition        Report By
 DH0316  HISTORY     - 1949     MONUMENTED       USGS
 DH0316  HISTORY     - 1953     GOOD             LOCENG
 DH0316
 DH0316                          STATION DESCRIPTION
 DH0316
 DH0316'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DH0316'7.15 MI N FROM EASTABOGA.
 DH0316'7.2 MILES NORTH ALONG THE OHATCHEE ROAD FROM THE SCHOOL AT EASTABOGA,
 DH0316'CALHOUN COUNTY, 3.4 MILES SOUTH OF BOILING SPRINGS, AT SULPHUR SPRINGS
 DH0316'COMMUNITY, 85.0 FEET SOUTHEAST OF THE NORTHEAST CORNER OF THE ROGERS
 DH0316'STORE, 24 FEET SOUTHWEST OF A 15-INCH ELM TREE, 10 FEET EAST OF THE
 DH0316'EAST SHOULDER OF THE ROAD, 1 FOOT EAST OF A FENCE, AND 2 FEET WEST OF
 DH0316'A WHITE WOODEN WITNESS POST.  A UNITED STATES GEOLOGICAL SURVEY
 DH0316'STANDARD DISK, STAMPED NO 57 RESET 1949 AND SET IN THE TOP OF A
 DH0316'CONCRETE-FILLED STOVE PIPE.
 DH0316
 DH0316                          STATION RECOVERY (1953)
 DH0316
 DH0316'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 DH0316'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1170 ***********************************************************************
 CN1170  DESIGNATION -  571 B 125
 CN1170  PID         -  CN1170
 CN1170  STATE/COUNTY-  AL/DALLAS
 CN1170  USGS QUAD   -  PLANTERSVILLE (1982)
 CN1170
 CN1170                         *CURRENT SURVEY CONTROL
 CN1170  ___________________________________________________________________
 CN1170* NAD 83(1986)-  32 38 41.     (N)    086 55 18.     (W)     SCALED    
 CN1170* NAVD 88     -        73.648  (meters)     241.63   (feet)  ADJUSTED  
 CN1170  ___________________________________________________________________
 CN1170  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CN1170  DYNAMIC HT  -          73.564 (meters)     241.35  (feet)  COMP
 CN1170  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CN1170
 CN1170  VERT ORDER  -  FIRST     CLASS II
 CN1170
 CN1170.The horizontal coordinates were scaled from a topographic map and have
 CN1170.an estimated accuracy of +/- 6 seconds.
 CN1170
 CN1170.The orthometric height was determined by differential leveling
 CN1170.and adjusted by the National Geodetic Survey in June 1991..
 CN1170
 CN1170.The geoid height was determined by GEOID03.
 CN1170
 CN1170.The dynamic height is computed by dividing the NAVD 88
 CN1170.geopotential number by the normal gravity value computed on the
 CN1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1170.degrees latitude (g = 980.6199 gals.).
 CN1170
 CN1170.The modeled gravity was interpolated from observed gravity values.
 CN1170
 CN1170;                    North         East    Units  Estimated Accuracy
 CN1170;SPC AL W     -   293,360.      654,260.      MT  (+/- 180 meters Scaled)
 CN1170
 CN1170                          SUPERSEDED SURVEY CONTROL
 CN1170
 CN1170  NGVD 29 (??/??/92)   73.615  (m)          241.52   (f) ADJ UNCH    1 2
 CN1170
 CN1170.Superseded values are not recommended for survey control.
 CN1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1170.See file dsdata.txt to determine how the superseded data were derived.
 CN1170
 CN1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB073119(NAD 83)
 CN1170_MARKER: DD = SURVEY DISK
 CN1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1170_STAMPING: 571-B 125
 CN1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1170+STABILITY: SURFACE MOTION
 CN1170
 CN1170  HISTORY     - Date     Condition        Report By
 CN1170  HISTORY     - UNK      MONUMENTED       ALGS
 CN1170  HISTORY     - 1943     GOOD             NGS
 CN1170  HISTORY     - 1980     MARK NOT FOUND   NGS
 CN1170
 CN1170                          STATION DESCRIPTION
 CN1170
 CN1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CN1170'1 MI S FROM PLANTERSVILLE.
 CN1170'1 MILE SOUTH OF THE POSTOFFICE AT PLANTERSVILLE, ALONG THE SOUTHERN
 CN1170'RAILROAD, 13.5 FEET EAST OF THE EAST RAIL, 16.3 FEET NORTH OF A
 CN1170'PRIVATE ROAD LEADING TO A FRAME HOUSE PAINTED WHITE, 32.8 FEET EAST OF
 CN1170'A CORNER FENCE POST, 1 FOOT SOUTH OF REFERENCE POST, ALABAMA GEODETIC
 CN1170'SURVEY DISK SET IN TOP OF A CONCRETE POST.
 CN1170
 CN1170                          STATION RECOVERY (1980)
 CN1170
 CN1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CN1170'SEARCHED FOR AND NOT RECOVERED, EVIDENCE OF DIGGING AT REFERENCE
 CN1170'POINTS OF OLD DESCRIPTION SHOW LOCAL OR STATE ENGINEERS HAVE SEARCHED
 CN1170'FOR THIS MARK RECENTLY BUT NOT RECOVERED IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1173 ***********************************************************************
 CN1173  DESIGNATION -  571 B 132
 CN1173  PID         -  CN1173
 CN1173  STATE/COUNTY-  AL/AUTAUGA
 CN1173  USGS QUAD   -  JONES (1982)
 CN1173
 CN1173                         *CURRENT SURVEY CONTROL
 CN1173  ___________________________________________________________________
 CN1173* NAD 83(1986)-  32 36 41.     (N)    086 54 16.     (W)     SCALED    
 CN1173* NAVD 88     -        65.654  (meters)     215.40   (feet)  ADJUSTED  
 CN1173  ___________________________________________________________________
 CN1173  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN1173  DYNAMIC HT  -          65.578 (meters)     215.15  (feet)  COMP
 CN1173  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 CN1173
 CN1173  VERT ORDER  -  FIRST     CLASS II
 CN1173
 CN1173.The horizontal coordinates were scaled from a topographic map and have
 CN1173.an estimated accuracy of +/- 6 seconds.
 CN1173
 CN1173.The orthometric height was determined by differential leveling
 CN1173.and adjusted by the National Geodetic Survey in June 1991..
 CN1173
 CN1173.The geoid height was determined by GEOID03.
 CN1173
 CN1173.The dynamic height is computed by dividing the NAVD 88
 CN1173.geopotential number by the normal gravity value computed on the
 CN1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1173.degrees latitude (g = 980.6199 gals.).
 CN1173
 CN1173.The modeled gravity was interpolated from observed gravity values.
 CN1173
 CN1173;                    North         East    Units  Estimated Accuracy
 CN1173;SPC AL W     -   289,680.      655,900.      MT  (+/- 180 meters Scaled)
 CN1173
 CN1173                          SUPERSEDED SURVEY CONTROL
 CN1173
 CN1173  NGVD 29 (??/??/92)   65.57   (m)          215.1    (f) COMPUTED    1 2
 CN1173
 CN1173.Superseded values are not recommended for survey control.
 CN1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1173.See file dsdata.txt to determine how the superseded data were derived.
 CN1173
 CN1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB089082(NAD 83)
 CN1173_MARKER: DD = SURVEY DISK
 CN1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1173_STAMPING: 571 B 132
 CN1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1173+STABILITY: SURFACE MOTION
 CN1173
 CN1173  HISTORY     - Date     Condition        Report By
 CN1173  HISTORY     - UNK      MONUMENTED       ALGS
 CN1173  HISTORY     - 1943     GOOD             NGS
 CN1173  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN1173
 CN1173                          STATION DESCRIPTION
 CN1173
 CN1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CN1173'1.8 MI N FROM JONES.
 CN1173'1.8 MILES NORTH OF THE POSTOFFICE AT JONES, ALONG THE SOUTHERN
 CN1173'RAILROAD, AT A SMALL FLAG STATION CALLED VINE HILL, 4.6 FEET WEST OF
 CN1173'THE WEST RAIL, 69.9 FEET SOUTH OF THE STATION, 4 RAILS NORTH OF BRIDGE
 CN1173'NO. 174.1 N, 80 FEET SOUTH OF A PUBLIC ROAD CROSSING, 9 RAILS SOUTH OF
 CN1173'MILEPOST NO. 174, BENCH MARK DISK SET IN TOP OF CONCRETE POST.
 CN1173
 CN1173                          STATION RECOVERY (1979)
 CN1173
 CN1173'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1182 ***********************************************************************
 CN1182  DESIGNATION -  571 B 134
 CN1182  PID         -  CN1182
 CN1182  STATE/COUNTY-  AL/AUTAUGA
 CN1182  USGS QUAD   -  JONES (1982)
 CN1182
 CN1182                         *CURRENT SURVEY CONTROL
 CN1182  ___________________________________________________________________
 CN1182* NAD 83(1986)-  32 35 14.     (N)    086 53 53.     (W)     SCALED    
 CN1182* NAVD 88     -        61.734  (meters)     202.54   (feet)  ADJUSTED  
 CN1182  ___________________________________________________________________
 CN1182  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CN1182  DYNAMIC HT  -          61.663 (meters)     202.31  (feet)  COMP
 CN1182  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 CN1182
 CN1182  VERT ORDER  -  FIRST     CLASS II
 CN1182
 CN1182.The horizontal coordinates were scaled from a topographic map and have
 CN1182.an estimated accuracy of +/- 6 seconds.
 CN1182
 CN1182.The orthometric height was determined by differential leveling
 CN1182.and adjusted by the National Geodetic Survey in June 1991..
 CN1182
 CN1182.The geoid height was determined by GEOID03.
 CN1182
 CN1182.The dynamic height is computed by dividing the NAVD 88
 CN1182.geopotential number by the normal gravity value computed on the
 CN1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1182.degrees latitude (g = 980.6199 gals.).
 CN1182
 CN1182.The modeled gravity was interpolated from observed gravity values.
 CN1182
 CN1182;                    North         East    Units  Estimated Accuracy
 CN1182;SPC AL W     -   287,000.      656,510.      MT  (+/- 180 meters Scaled)
 CN1182
 CN1182                          SUPERSEDED SURVEY CONTROL
 CN1182
 CN1182  NGVD 29 (??/??/92)   61.70   (m)          202.4    (f) COMPUTED    1 2
 CN1182
 CN1182.Superseded values are not recommended for survey control.
 CN1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1182.See file dsdata.txt to determine how the superseded data were derived.
 CN1182
 CN1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB095055(NAD 83)
 CN1182_MARKER: DD = SURVEY DISK
 CN1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1182_STAMPING: 571 B 134
 CN1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1182+STABILITY: SURFACE MOTION
 CN1182
 CN1182  HISTORY     - Date     Condition        Report By
 CN1182  HISTORY     - UNK      MONUMENTED       ALGS
 CN1182  HISTORY     - 1943     GOOD             NGS
 CN1182  HISTORY     - 1949     MARK NOT FOUND   USGS
 CN1182
 CN1182                          STATION DESCRIPTION
 CN1182
 CN1182'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CN1182'IN JONES.
 CN1182'AT JONES, 7.6 FEET WEST OF THE WEST RAIL, 43.3 FEET NORTH OF THE JONES
 CN1182'FREIGHT HOUSE, 55.3 FEET SOUTH OF THE SOUTH END OF BRIDGE NO. 175 8 N,
 CN1182'BENCH MARK DISK SET IN TOP OF CONCRETE POST.
 CN1182
 CN1182                          STATION RECOVERY (1949)
 CN1182
 CN1182'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 CN1182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0752 ***********************************************************************
 DH0752  DESIGNATION -  571 B 18
 DH0752  PID         -  DH0752
 DH0752  STATE/COUNTY-  AL/CHILTON
 DH0752  USGS QUAD   -  MONTEVALLO (1980)
 DH0752
 DH0752                         *CURRENT SURVEY CONTROL
 DH0752  ___________________________________________________________________
 DH0752* NAD 83(1986)-  33 00 50.     (N)    086 47 30.     (W)     SCALED    
 DH0752* NAVD 88     -       217.880  (meters)     714.83   (feet)  ADJUSTED  
 DH0752  ___________________________________________________________________
 DH0752  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DH0752  DYNAMIC HT  -         217.632 (meters)     714.01  (feet)  COMP
 DH0752  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 DH0752
 DH0752  VERT ORDER  -  SECOND    CLASS 0
 DH0752
 DH0752.The horizontal coordinates were scaled from a topographic map and have
 DH0752.an estimated accuracy of +/- 6 seconds.
 DH0752
 DH0752.The orthometric height was determined by differential leveling
 DH0752.and adjusted by the National Geodetic Survey in June 1991..
 DH0752
 DH0752.The geoid height was determined by GEOID03.
 DH0752
 DH0752.The dynamic height is computed by dividing the NAVD 88
 DH0752.geopotential number by the normal gravity value computed on the
 DH0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0752.degrees latitude (g = 980.6199 gals.).
 DH0752
 DH0752.The modeled gravity was interpolated from observed gravity values.
 DH0752
 DH0752;                    North         East    Units  Estimated Accuracy
 DH0752;SPC AL W     -   334,380.      666,180.      MT  (+/- 180 meters Scaled)
 DH0752
 DH0752                          SUPERSEDED SURVEY CONTROL
 DH0752
 DH0752  NGVD 29 (??/??/92)  217.840  (m)          714.70   (f) ADJ UNCH    2 0
 DH0752
 DH0752.Superseded values are not recommended for survey control.
 DH0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0752.See file dsdata.txt to determine how the superseded data were derived.
 DH0752
 DH0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB194528(NAD 83)
 DH0752_MARKER: DD = SURVEY DISK
 DH0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0752_STAMPING: 571 B 18
 DH0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0752+STABILITY: SURFACE MOTION
 DH0752
 DH0752  HISTORY     - Date     Condition        Report By
 DH0752  HISTORY     - UNK      MONUMENTED       ALGS
 DH0752  HISTORY     - 1949     GOOD             NGS
 DH0752  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0752
 DH0752                          STATION DESCRIPTION
 DH0752
 DH0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0752'4.7 MI NW FROM JEMISON.
 DH0752'ABOUT 1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 DH0752'AT JEMISON, THENCE ABOUT 2.95 MILES NORTHWEST ALONG OLD U.S. HIGHWAY
 DH0752'31, AT WESSINGTON, AT THE OUTSIDE OF A CURVE NORTH AND SOUTHEAST, 30
 DH0752'FEET WEST OF THE CENTER LINE OF OLD HIGHWAY 31, 163 FEET SOUTH OF THE
 DH0752'CENTER OF THE JUNCTION OF A ROAD NORTHWEST, 200 FEET NORTHWEST OF THE
 DH0752'CENTER OF THE JUNCTION OF A ROAD SOUTHWEST, ON TOP OF A CUT BANK, 86.5
 DH0752'FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE, 6 FEET NORTHEAST OF
 DH0752'A POWER POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 3 FEET
 DH0752'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 DH0752'INCHES.
 DH0752
 DH0752                          STATION RECOVERY (1975)
 DH0752
 DH0752'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0752'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1192 ***********************************************************************
 CN1192  DESIGNATION -  571 B 24
 CN1192  PID         -  CN1192
 CN1192  STATE/COUNTY-  AL/CHILTON
 CN1192  USGS QUAD   -  JEMISON WEST (1981)
 CN1192
 CN1192                         *CURRENT SURVEY CONTROL
 CN1192  ___________________________________________________________________
 CN1192* NAD 83(1986)-  32 59 37.     (N)    086 46 36.     (W)     SCALED    
 CN1192* NAVD 88     -       208.376  (meters)     683.65   (feet)  ADJUSTED  
 CN1192  ___________________________________________________________________
 CN1192  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN1192  DYNAMIC HT  -         208.138 (meters)     682.87  (feet)  COMP
 CN1192  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CN1192
 CN1192  VERT ORDER  -  SECOND    CLASS 0
 CN1192
 CN1192.The horizontal coordinates were scaled from a topographic map and have
 CN1192.an estimated accuracy of +/- 6 seconds.
 CN1192
 CN1192.The orthometric height was determined by differential leveling
 CN1192.and adjusted by the National Geodetic Survey in June 1991..
 CN1192
 CN1192.The geoid height was determined by GEOID03.
 CN1192
 CN1192.The dynamic height is computed by dividing the NAVD 88
 CN1192.geopotential number by the normal gravity value computed on the
 CN1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1192.degrees latitude (g = 980.6199 gals.).
 CN1192
 CN1192.The modeled gravity was interpolated from observed gravity values.
 CN1192
 CN1192;                    North         East    Units  Estimated Accuracy
 CN1192;SPC AL W     -   332,140.      667,600.      MT  (+/- 180 meters Scaled)
 CN1192
 CN1192                          SUPERSEDED SURVEY CONTROL
 CN1192
 CN1192  NGVD 29 (??/??/92)  208.334  (m)          683.51   (f) ADJ UNCH    2 0
 CN1192
 CN1192.Superseded values are not recommended for survey control.
 CN1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1192.See file dsdata.txt to determine how the superseded data were derived.
 CN1192
 CN1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB208506(NAD 83)
 CN1192_MARKER: DD = SURVEY DISK
 CN1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1192_STAMPING: 571 B 24
 CN1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1192+STABILITY: SURFACE MOTION
 CN1192
 CN1192  HISTORY     - Date     Condition        Report By
 CN1192  HISTORY     - UNK      MONUMENTED       ALGS
 CN1192  HISTORY     - 1949     GOOD             NGS
 CN1192
 CN1192                          STATION DESCRIPTION
 CN1192
 CN1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1192'3.0 MI NW FROM JEMISON.
 CN1192'ABOUT 1.75 MILES NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 CN1192'AT JEMISON, THENCE ABOUT 1.25 MILES NORTHWEST ALONG OLD U.S. HIGHWAY
 CN1192'31, 8.2 FEET EAST OF THE EAST END OF THE SOUTH CONCRETE RAILING OF THE
 CN1192'HIGHWAY OVERPASS OVER THE LOUISVILLE AND NASHVILLE RAILROAD, 11 FEET
 CN1192'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET NORTH OF A WHITE
 CN1192'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 CN1192'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1253 ***********************************************************************
 CN1253  DESIGNATION -  571 B 35
 CN1253  PID         -  CN1253
 CN1253  STATE/COUNTY-  AL/CHILTON
 CN1253  USGS QUAD   -  JEMISON EAST (1983)
 CN1253
 CN1253                         *CURRENT SURVEY CONTROL
 CN1253  ___________________________________________________________________
 CN1253* NAD 83(1986)-  32 56 38.     (N)    086 44 17.     (W)     SCALED    
 CN1253* NAVD 88     -       215.140  (meters)     705.84   (feet)  ADJUSTED  
 CN1253  ___________________________________________________________________
 CN1253  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CN1253  DYNAMIC HT  -         214.893 (meters)     705.03  (feet)  COMP
 CN1253  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 CN1253
 CN1253  VERT ORDER  -  SECOND    CLASS 0
 CN1253
 CN1253.The horizontal coordinates were scaled from a topographic map and have
 CN1253.an estimated accuracy of +/- 6 seconds.
 CN1253
 CN1253.The orthometric height was determined by differential leveling
 CN1253.and adjusted by the National Geodetic Survey in June 1991..
 CN1253
 CN1253.The geoid height was determined by GEOID03.
 CN1253
 CN1253.The dynamic height is computed by dividing the NAVD 88
 CN1253.geopotential number by the normal gravity value computed on the
 CN1253.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1253.degrees latitude (g = 980.6199 gals.).
 CN1253
 CN1253.The modeled gravity was interpolated from observed gravity values.
 CN1253
 CN1253;                    North         East    Units  Estimated Accuracy
 CN1253;SPC AL W     -   326,650.      671,250.      MT  (+/- 180 meters Scaled)
 CN1253
 CN1253                          SUPERSEDED SURVEY CONTROL
 CN1253
 CN1253  NGVD 29 (??/??/92)  215.092  (m)          705.68   (f) ADJ UNCH    2 0
 CN1253
 CN1253.Superseded values are not recommended for survey control.
 CN1253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1253.See file dsdata.txt to determine how the superseded data were derived.
 CN1253
 CN1253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB244450(NAD 83)
 CN1253_MARKER: DD = SURVEY DISK
 CN1253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1253_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1253_STAMPING: 571 B 35
 CN1253_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1253+STABILITY: SURFACE MOTION
 CN1253
 CN1253  HISTORY     - Date     Condition        Report By
 CN1253  HISTORY     - UNK      MONUMENTED       ALGS
 CN1253  HISTORY     - 1949     GOOD             NGS
 CN1253
 CN1253                          STATION DESCRIPTION
 CN1253
 CN1253'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1253'1.55 MI SE FROM JEMISON.
 CN1253'ABOUT 1.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 31 FROM THE HIGH SCHOOL
 CN1253'AT JEMISON, ABOUT 0.1 MILE SOUTHEAST OF THE JUNCTION OF A ROAD
 CN1253'NORTHEAST, 40 YARDS SOUTH AND ACROSS THE HIGHWAY FROM THE SOUTH CORNER
 CN1253'OF A CEMETERY, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 47
 CN1253'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE LOUISVILLE AND NASHVILLE
 CN1253'RAILROAD, 60.5 FEET NORTHEAST AND ACROSS THE TRACK FROM MILE POST 437,
 CN1253'59 FEET NORTHWEST OF A POWER POLE, 1 FOOT NORTHWEST OF A WHITE WOODEN
 CN1253'WITNESS POST, 1/2 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 CN1253'CONCRETE POST ABOUT FLUSH WITH THE GROUND.  NOTE-- MARK IS ABOUT 2.3
 CN1253'MILES NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE LOUISVILLE AND
 CN1253'NASHVILLE RAILROAD STATION AT THORSBY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1349 ***********************************************************************
 CN1349  DESIGNATION -  571 B 69
 CN1349  PID         -  CN1349
 CN1349  STATE/COUNTY-  AL/CHILTON
 CN1349  USGS QUAD   -  CLANTON WEST (1972)
 CN1349
 CN1349                         *CURRENT SURVEY CONTROL
 CN1349  ___________________________________________________________________
 CN1349* NAD 83(1986)-  32 49 31.     (N)    086 43 48.     (W)     SCALED    
 CN1349* NAVD 88     -       148.762  (meters)     488.06   (feet)  ADJUSTED  
 CN1349  ___________________________________________________________________
 CN1349  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN1349  DYNAMIC HT  -         148.592 (meters)     487.51  (feet)  COMP
 CN1349  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 CN1349
 CN1349  VERT ORDER  -  SECOND    CLASS 0
 CN1349
 CN1349.The horizontal coordinates were scaled from a topographic map and have
 CN1349.an estimated accuracy of +/- 6 seconds.
 CN1349
 CN1349.The orthometric height was determined by differential leveling
 CN1349.and adjusted by the National Geodetic Survey in June 1991..
 CN1349
 CN1349.The geoid height was determined by GEOID03.
 CN1349
 CN1349.The dynamic height is computed by dividing the NAVD 88
 CN1349.geopotential number by the normal gravity value computed on the
 CN1349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1349.degrees latitude (g = 980.6199 gals.).
 CN1349
 CN1349.The modeled gravity was interpolated from observed gravity values.
 CN1349
 CN1349;                    North         East    Units  Estimated Accuracy
 CN1349;SPC AL W     -   313,500.      672,100.      MT  (+/- 180 meters Scaled)
 CN1349
 CN1349                          SUPERSEDED SURVEY CONTROL
 CN1349
 CN1349  NGVD 29 (??/??/92)  148.717  (m)          487.92   (f) ADJ UNCH    2 0
 CN1349
 CN1349.Superseded values are not recommended for survey control.
 CN1349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1349.See file dsdata.txt to determine how the superseded data were derived.
 CN1349
 CN1349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB252319(NAD 83)
 CN1349_MARKER: DB = BENCH MARK DISK
 CN1349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1349_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1349_STAMPING: 571 B 69
 CN1349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1349+STABILITY: SURFACE MOTION
 CN1349
 CN1349  HISTORY     - Date     Condition        Report By
 CN1349  HISTORY     - UNK      MONUMENTED       ALGS
 CN1349  HISTORY     - 1949     GOOD             NGS
 CN1349  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1349
 CN1349                          STATION DESCRIPTION
 CN1349
 CN1349'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1349'5.8 MI W FROM CLANTON.
 CN1349'ABOUT 5.8 MILES WEST ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF U.S.
 CN1349'HIGHWAY 31 AT CLANTON, 173 FEET SOUTHWEST OF THE CENTER LINE OF A
 CN1349'LOGGING ROAD LEADING SOUTH, ABOUT 250 FEET SOUTHWEST OF THE JUNCTION
 CN1349'OF A DRIVE NORTH TO A SAW MILL SITE, 282 FEET NORTHEAST OF THE CENTER
 CN1349'LINE OF A DRIVE SOUTH TO A HOUSE, 41 FEET SOUTHEAST OF THE CENTER LINE
 CN1349'OF THE HIGHWAY, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN1349'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT
 CN1349'FLUSH WITH THE GROUND.
 CN1349
 CN1349                          STATION RECOVERY (1971)
 CN1349
 CN1349'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1349'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1300 ***********************************************************************
 CN1300  DESIGNATION -  571 B 72
 CN1300  PID         -  CN1300
 CN1300  STATE/COUNTY-  AL/CHILTON
 CN1300  USGS QUAD   -  MAPLESVILLE EAST (1981)
 CN1300
 CN1300                         *CURRENT SURVEY CONTROL
 CN1300  ___________________________________________________________________
 CN1300* NAD 83(1986)-  32 49 07.     (N)    086 45 15.     (W)     SCALED    
 CN1300* NAVD 88     -       137.890  (meters)     452.39   (feet)  ADJUSTED  
 CN1300  ___________________________________________________________________
 CN1300  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN1300  DYNAMIC HT  -         137.734 (meters)     451.88  (feet)  COMP
 CN1300  MODELED GRAV-     979,500.9   (mgal)                       NAVD 88
 CN1300
 CN1300  VERT ORDER  -  SECOND    CLASS 0
 CN1300
 CN1300.The horizontal coordinates were scaled from a topographic map and have
 CN1300.an estimated accuracy of +/- 6 seconds.
 CN1300
 CN1300.The orthometric height was determined by differential leveling
 CN1300.and adjusted by the National Geodetic Survey in June 1991..
 CN1300
 CN1300.The geoid height was determined by GEOID03.
 CN1300
 CN1300.The dynamic height is computed by dividing the NAVD 88
 CN1300.geopotential number by the normal gravity value computed on the
 CN1300.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1300.degrees latitude (g = 980.6199 gals.).
 CN1300
 CN1300.The modeled gravity was interpolated from observed gravity values.
 CN1300
 CN1300;                    North         East    Units  Estimated Accuracy
 CN1300;SPC AL W     -   312,740.      669,840.      MT  (+/- 180 meters Scaled)
 CN1300
 CN1300                          SUPERSEDED SURVEY CONTROL
 CN1300
 CN1300  NGVD 29 (??/??/92)  137.849  (m)          452.26   (f) ADJ UNCH    2 0
 CN1300
 CN1300.Superseded values are not recommended for survey control.
 CN1300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1300.See file dsdata.txt to determine how the superseded data were derived.
 CN1300
 CN1300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB230312(NAD 83)
 CN1300_MARKER: DD = SURVEY DISK
 CN1300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1300_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1300_STAMPING: 571 B 72
 CN1300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1300+STABILITY: SURFACE MOTION
 CN1300
 CN1300  HISTORY     - Date     Condition        Report By
 CN1300  HISTORY     - UNK      MONUMENTED       ALGS
 CN1300  HISTORY     - 1949     GOOD             NGS
 CN1300
 CN1300                          STATION DESCRIPTION
 CN1300
 CN1300'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1300'7.15 MI W FROM CLANTON.
 CN1300'ABOUT 7.15 MILES WEST ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF U.S.
 CN1300'HIGHWAY 31 AT CLANTON, AT A DIM NORTHWEST-SOUTHEAST CROSSROAD, 26 FEET
 CN1300'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 52 FEET SOUTHWEST OF THE
 CN1300'CENTER LINE OF THE ROAD SOUTHEAST, 75.5 FEET NORTH OF THE NORTH CORNER
 CN1300'OF A HOUSE, 45.5 FEET NORTHEAST OF A POWER POLE, 1 FOOT SOUTHEAST OF A
 CN1300'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE
 CN1300'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2911 ***********************************************************************
 CN2911  DESIGNATION -  571 B 98 RESET
 CN2911  PID         -  CN2911
 CN2911  STATE/COUNTY-  AL/CHILTON
 CN2911  USGS QUAD   -  MAPLESVILLE EAST (1981)
 CN2911
 CN2911                         *CURRENT SURVEY CONTROL
 CN2911  ___________________________________________________________________
 CN2911* NAD 83(1986)-  32 47 01.     (N)    086 52 24.     (W)     SCALED    
 CN2911* NAVD 88     -       110.915  (meters)     363.89   (feet)  ADJUSTED  
 CN2911  ___________________________________________________________________
 CN2911  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CN2911  DYNAMIC HT  -         110.789 (meters)     363.48  (feet)  COMP
 CN2911  MODELED GRAV-     979,496.7   (mgal)                       NAVD 88
 CN2911
 CN2911  VERT ORDER  -  FIRST     CLASS II
 CN2911
 CN2911.The horizontal coordinates were scaled from a topographic map and have
 CN2911.an estimated accuracy of +/- 6 seconds.
 CN2911
 CN2911.The orthometric height was determined by differential leveling
 CN2911.and adjusted by the National Geodetic Survey in June 1991..
 CN2911
 CN2911.The geoid height was determined by GEOID03.
 CN2911
 CN2911.The dynamic height is computed by dividing the NAVD 88
 CN2911.geopotential number by the normal gravity value computed on the
 CN2911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2911.degrees latitude (g = 980.6199 gals.).
 CN2911
 CN2911.The modeled gravity was interpolated from observed gravity values.
 CN2911
 CN2911;                    North         East    Units  Estimated Accuracy
 CN2911;SPC AL W     -   308,790.      658,700.      MT  (+/- 180 meters Scaled)
 CN2911
 CN2911                          SUPERSEDED SURVEY CONTROL
 CN2911
 CN2911.No superseded survey control is available for this station.
 CN2911
 CN2911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB118273(NAD 83)
 CN2911_MARKER: DB = BENCH MARK DISK
 CN2911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2911_SP_SET: CONCRETE POST
 CN2911_STAMPING: 571 B 98 RESET 1973
 CN2911_MARK LOGO: ALGS  
 CN2911_PROJECTION: FLUSH
 CN2911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2911+STABILITY: SURFACE MOTION
 CN2911
 CN2911  HISTORY     - Date     Condition        Report By
 CN2911  HISTORY     - 1973     MONUMENTED       ALGS
 CN2911  HISTORY     - 1981     GOOD             NGS
 CN2911
 CN2911                          STATION DESCRIPTION
 CN2911
 CN2911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2911'0.5 KM (0.3 MI) SOUTH FROM MAPLESVILLE.
 CN2911'0.5 KILOMETER (0.3 MILE) SOUTH ALONG STATE HIGHWAY 22 FROM THE
 CN2911'POST OFFICE IN MAPLESVILLE TO THE MARK ON THE LEFT, SET IN THE
 CN2911'SOUTHEAST ANGLE OF THE JUNCTION OF A PAVED ROAD LEADING EAST,
 CN2911'DIRECTLY ACROSS THE PAVED ROAD FROM THE SOUTHWEST CORNER OF A SMALL
 CN2911'CEMETERY, 15.24 METERS (50 FEET) EAST OF THE CENTER LINE OF HIGHWAY
 CN2911'22, 10.82 METERS (35.5 FEET) SOUTHWEST OF POWER POLE 2973 WITH
 CN2911'TELEPHONE LINES CROSSING THE PAVED ROAD, 12.2 METERS (40 FEET)
 CN2911'SOUTH OF THE CENTER OF THE PAVED ROAD, 3.35 METERS (11 FEET)
 CN2911'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A CONCRETE BOX CATCH BASIN
 CN2911'WITH AN ALUMINUM GRATE.
 CN2911'THE MARK IS 0.15 METERS  E FROM A WITNESS POST.
 CN2911'THE MARK IS 0.15 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0017 ***********************************************************************
 BV0017  DESIGNATION -  571+00
 BV0017  PID         -  BV0017
 BV0017  STATE/COUNTY-  AL/WASHINGTON
 BV0017  USGS QUAD   -  MILLRY NORTH (1974)
 BV0017
 BV0017                         *CURRENT SURVEY CONTROL
 BV0017  ___________________________________________________________________
 BV0017* NAD 83(1986)-  31 40 07.     (N)    088 18 24.     (W)     SCALED    
 BV0017* NAVD 88     -        40.312  (meters)     132.26   (feet)  ADJUSTED  
 BV0017  ___________________________________________________________________
 BV0017  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BV0017  DYNAMIC HT  -          40.263 (meters)     132.10  (feet)  COMP
 BV0017  MODELED GRAV-     979,438.8   (mgal)                       NAVD 88
 BV0017
 BV0017  VERT ORDER  -  SECOND    CLASS 0
 BV0017
 BV0017.The horizontal coordinates were scaled from a topographic map and have
 BV0017.an estimated accuracy of +/- 6 seconds.
 BV0017
 BV0017.The orthometric height was determined by differential leveling
 BV0017.and adjusted by the National Geodetic Survey in June 1991..
 BV0017
 BV0017.The geoid height was determined by GEOID03.
 BV0017
 BV0017.The dynamic height is computed by dividing the NAVD 88
 BV0017.geopotential number by the normal gravity value computed on the
 BV0017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0017.degrees latitude (g = 980.6199 gals.).
 BV0017
 BV0017.The modeled gravity was interpolated from observed gravity values.
 BV0017
 BV0017;                    North         East    Units  Estimated Accuracy
 BV0017;SPC AL W     -   185,260.      523,510.      MT  (+/- 180 meters Scaled)
 BV0017
 BV0017                          SUPERSEDED SURVEY CONTROL
 BV0017
 BV0017  NGVD 29 (??/??/92)   40.316  (m)          132.27   (f) ADJ UNCH    2 0
 BV0017
 BV0017.Superseded values are not recommended for survey control.
 BV0017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0017.See file dsdata.txt to determine how the superseded data were derived.
 BV0017
 BV0017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA761044(NAD 83)
 BV0017_MARKER: B = BOLT
 BV0017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0017_STAMPING: U. S. B. M.
 BV0017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0017+STABILITY: SURFACE MOTION
 BV0017
 BV0017  HISTORY     - Date     Condition        Report By
 BV0017  HISTORY     - UNK      MONUMENTED       ALHD
 BV0017  HISTORY     - 1935     GOOD             NGS
 BV0017  HISTORY     - 1944     MARK NOT FOUND   ATNRR
 BV0017
 BV0017                          STATION DESCRIPTION
 BV0017
 BV0017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BV0017'2.6 MI N FROM MILLRY.
 BV0017'2.6 MILES NORTH ALONG THE ALABAMA, TENNESSEE AND NORTHERN RAILROAD
 BV0017'FROM THE STATION AT MILLRY, WASHINGTON COUNTY, 45 FEET EAST OF THE
 BV0017'CENTER LINE OF THE TRACK, AND 36 FEET WEST OF THE CENTER LINE OF STATE
 BV0017'HIGHWAY 29.  A BOLT, STAMPED U. S. B. M. AND SET IN THE TOP OF A
 BV0017'CONCRETE POST.
 BV0017
 BV0017                          STATION RECOVERY (1944)
 BV0017
 BV0017'RECOVERY NOTE BY ALABAMA NORTHERN RR 1944
 BV0017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2159 ***********************************************************************
 DH2159  DESIGNATION -  576 B 37
 DH2159  PID         -  DH2159
 DH2159  STATE/COUNTY-  AL/TUSCALOOSA
 DH2159  USGS QUAD   -  LAKE TUSCALOOSA SOUTH (1982)
 DH2159
 DH2159                         *CURRENT SURVEY CONTROL
 DH2159  ___________________________________________________________________
 DH2159* NAD 83(1986)-  33 19 50.     (N)    087 36 37.     (W)     SCALED    
 DH2159* NAVD 88     -        99.023  (meters)     324.88   (feet)  ADJUSTED  
 DH2159  ___________________________________________________________________
 DH2159  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DH2159  DYNAMIC HT  -          98.916 (meters)     324.53  (feet)  COMP
 DH2159  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 DH2159
 DH2159  VERT ORDER  -  SECOND    CLASS 0
 DH2159
 DH2159.The horizontal coordinates were scaled from a topographic map and have
 DH2159.an estimated accuracy of +/- 6 seconds.
 DH2159
 DH2159.The orthometric height was determined by differential leveling
 DH2159.and adjusted by the National Geodetic Survey in June 1991..
 DH2159
 DH2159.The geoid height was determined by GEOID03.
 DH2159
 DH2159.The dynamic height is computed by dividing the NAVD 88
 DH2159.geopotential number by the normal gravity value computed on the
 DH2159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2159.degrees latitude (g = 980.6199 gals.).
 DH2159
 DH2159.The modeled gravity was interpolated from observed gravity values.
 DH2159
 DH2159;                    North         East    Units  Estimated Accuracy
 DH2159;SPC AL W     -   369,280.      589,730.      MT  (+/- 180 meters Scaled)
 DH2159
 DH2159                          SUPERSEDED SURVEY CONTROL
 DH2159
 DH2159  NGVD 29 (??/??/92)   98.994  (m)          324.78   (f) ADJ UNCH    2 0
 DH2159
 DH2159.Superseded values are not recommended for survey control.
 DH2159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2159.See file dsdata.txt to determine how the superseded data were derived.
 DH2159
 DH2159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB432881(NAD 83)
 DH2159_MARKER: DB = BENCH MARK DISK
 DH2159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2159_STAMPING: 576 B 37
 DH2159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2159+STABILITY: SURFACE MOTION
 DH2159
 DH2159  HISTORY     - Date     Condition        Report By
 DH2159  HISTORY     - UNK      MONUMENTED       ALGS
 DH2159  HISTORY     - 1968     GOOD             NGS
 DH2159  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH2159
 DH2159                          STATION DESCRIPTION
 DH2159
 DH2159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DH2159'0.4 MI S FROM SAMANTHA.
 DH2159'0.4 MILES SOUTH ALONG U.S. HIGHWAY 43 FROM THE PUBLIC SCHOOL AT
 DH2159'SAMANTHA, TUSCALOOSA COUNTY, 0.4 MILE NORTH OF THE JUNCTION OF A
 DH2159'GRAVELED ROAD LEADING WEST TO BROWNSVILLE, 16.7 FEET EAST OF THE
 DH2159'CENTER OF THE HIGHWAY AND LEVEL WITH THE HIGHWAY.  A STATE SURVEY
 DH2159'STANDARD DISK, STAMPED 576 B 37 AND SET IN THE TOP OF A CONCRETE POST.
 DH2159
 DH2159                          STATION RECOVERY (1975)
 DH2159
 DH2159'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH2159'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0277 ***********************************************************************
 DH0277  DESIGNATION -  577 B 121
 DH0277  PID         -  DH0277
 DH0277  STATE/COUNTY-  AL/ST CLAIR
 DH0277  USGS QUAD   -  PELL CITY (1972)
 DH0277
 DH0277                         *CURRENT SURVEY CONTROL
 DH0277  ___________________________________________________________________
 DH0277* NAD 83(1986)-  33 35 30.     (N)    086 15 13.     (W)     SCALED    
 DH0277* NAVD 88     -       172.025  (meters)     564.39   (feet)  ADJUSTED  
 DH0277  ___________________________________________________________________
 DH0277  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DH0277  DYNAMIC HT  -         171.839 (meters)     563.78  (feet)  COMP
 DH0277  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 DH0277
 DH0277  VERT ORDER  -  SECOND    CLASS 0
 DH0277
 DH0277.The horizontal coordinates were scaled from a topographic map and have
 DH0277.an estimated accuracy of +/- 6 seconds.
 DH0277
 DH0277.The orthometric height was determined by differential leveling
 DH0277.and adjusted by the National Geodetic Survey in June 1991..
 DH0277
 DH0277.The geoid height was determined by GEOID03.
 DH0277
 DH0277.The dynamic height is computed by dividing the NAVD 88
 DH0277.geopotential number by the normal gravity value computed on the
 DH0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0277.degrees latitude (g = 980.6199 gals.).
 DH0277
 DH0277.The modeled gravity was interpolated from observed gravity values.
 DH0277
 DH0277;                    North         East    Units  Estimated Accuracy
 DH0277;SPC AL E     -   342,890.      160,990.      MT  (+/- 180 meters Scaled)
 DH0277
 DH0277                          SUPERSEDED SURVEY CONTROL
 DH0277
 DH0277  NGVD 29 (??/??/92)  171.960  (m)          564.17   (f) ADJ UNCH    2 0
 DH0277
 DH0277.Superseded values are not recommended for survey control.
 DH0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0277.See file dsdata.txt to determine how the superseded data were derived.
 DH0277
 DH0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC692171(NAD 83)
 DH0277_MARKER: DD = SURVEY DISK
 DH0277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0277_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0277_STAMPING: 577 B 121
 DH0277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0277+STABILITY: SURFACE MOTION
 DH0277
 DH0277  HISTORY     - Date     Condition        Report By
 DH0277  HISTORY     - UNK      MONUMENTED       ALGS
 DH0277  HISTORY     - 1947     GOOD             NGS
 DH0277
 DH0277                          STATION DESCRIPTION
 DH0277
 DH0277'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0277'1.95 MI E FROM PELL CITY.
 DH0277'ABOUT 1.95 MILES EAST ALONG U. S. HIGHWAY 78 FROM THE COURT HOUSE AT
 DH0277'PELL CITY, ABOUT 0.1 MILE EAST OF A GRAVEL CROSS ROAD, AT THE SPANISH
 DH0277'GARDENS ROAD HOUSE AND SERVICE STATION, 128 FEET NORTHWEST OF THE
 DH0277'NORTHWEST CORNER OF THE SPANISH GARDENS, 21 FEET NORTHWEST OF A FENCE
 DH0277'CORNER, 21 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTH
 DH0277'OF A POWER POLE, 6 FEET SOUTH OF A MAIL BOX, 2 FEET WEST OF A WHITE
 DH0277'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 DH0277'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0282 ***********************************************************************
 DH0282  DESIGNATION -  577 B 126
 DH0282  PID         -  DH0282
 DH0282  STATE/COUNTY-  AL/ST CLAIR
 DH0282  USGS QUAD   -  RIVERSIDE (1972)
 DH0282
 DH0282                         *CURRENT SURVEY CONTROL
 DH0282  ___________________________________________________________________
 DH0282* NAD 83(1986)-  33 35 44.     (N)    086 13 18.     (W)     SCALED    
 DH0282* NAVD 88     -       145.586  (meters)     477.64   (feet)  ADJUSTED  
 DH0282  ___________________________________________________________________
 DH0282  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH0282  DYNAMIC HT  -         145.430 (meters)     477.13  (feet)  COMP
 DH0282  MODELED GRAV-     979,558.1   (mgal)                       NAVD 88
 DH0282
 DH0282  VERT ORDER  -  SECOND    CLASS 0
 DH0282
 DH0282.The horizontal coordinates were scaled from a topographic map and have
 DH0282.an estimated accuracy of +/- 6 seconds.
 DH0282
 DH0282.The orthometric height was determined by differential leveling
 DH0282.and adjusted by the National Geodetic Survey in June 1991..
 DH0282
 DH0282.The geoid height was determined by GEOID03.
 DH0282
 DH0282.The dynamic height is computed by dividing the NAVD 88
 DH0282.geopotential number by the normal gravity value computed on the
 DH0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0282.degrees latitude (g = 980.6199 gals.).
 DH0282
 DH0282.The modeled gravity was interpolated from observed gravity values.
 DH0282
 DH0282;                    North         East    Units  Estimated Accuracy
 DH0282;SPC AL E     -   343,310.      163,960.      MT  (+/- 180 meters Scaled)
 DH0282
 DH0282                          SUPERSEDED SURVEY CONTROL
 DH0282
 DH0282  NGVD 29 (??/??/92)  145.522  (m)          477.43   (f) ADJ UNCH    2 0
 DH0282
 DH0282.Superseded values are not recommended for survey control.
 DH0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0282.See file dsdata.txt to determine how the superseded data were derived.
 DH0282
 DH0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC722175(NAD 83)
 DH0282_MARKER: DD = SURVEY DISK
 DH0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0282_STAMPING: 577 B 126
 DH0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0282+STABILITY: SURFACE MOTION
 DH0282
 DH0282  HISTORY     - Date     Condition        Report By
 DH0282  HISTORY     - UNK      MONUMENTED       ALGS
 DH0282  HISTORY     - 1947     GOOD             NGS
 DH0282
 DH0282                          STATION DESCRIPTION
 DH0282
 DH0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0282'4.0 MI E FROM PELL CITY.
 DH0282'ABOUT 4.0 MILES EAST ALONG U. S. HIGHWAY 78 FROM THE COURT HOUSE AT
 DH0282'PELL CITY, ABOUT 1.95 MILES WEST OF THE BRIDGE OVER THE COOSA RIVER
 DH0282'AND THE ST. CLAIR TALLADEGA COUNTY LINE, ABOUT 181 YARDS EAST OF THE
 DH0282'EAST END OF THE CONCRETE OVERPASS OF THE HIGHWAY OVER THE SOUTHERN
 DH0282'RAILWAY, 16 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 DH0282'SOUTH OF THE GUARD RAIL CABLE, SET IN THE EDGE OF THE FILL, IN A
 DH0282'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0290 ***********************************************************************
 DH0290  DESIGNATION -  577 B 137
 DH0290  PID         -  DH0290
 DH0290  STATE/COUNTY-  AL/TALLADEGA
 DH0290  USGS QUAD   -  EASTABOGA (1972)
 DH0290
 DH0290                         *CURRENT SURVEY CONTROL
 DH0290  ___________________________________________________________________
 DH0290* NAD 83(1986)-  33 36 13.     (N)    086 07 17.     (W)     SCALED    
 DH0290* NAVD 88     -       157.363  (meters)     516.28   (feet)  ADJUSTED  
 DH0290  ___________________________________________________________________
 DH0290  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DH0290  DYNAMIC HT  -         157.195 (meters)     515.73  (feet)  COMP
 DH0290  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 DH0290
 DH0290  VERT ORDER  -  SECOND    CLASS 0
 DH0290
 DH0290.The horizontal coordinates were scaled from a topographic map and have
 DH0290.an estimated accuracy of +/- 6 seconds.
 DH0290
 DH0290.The orthometric height was determined by differential leveling
 DH0290.and adjusted by the National Geodetic Survey in June 1991..
 DH0290
 DH0290.The geoid height was determined by GEOID03.
 DH0290
 DH0290.The dynamic height is computed by dividing the NAVD 88
 DH0290.geopotential number by the normal gravity value computed on the
 DH0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0290.degrees latitude (g = 980.6199 gals.).
 DH0290
 DH0290.The modeled gravity was interpolated from observed gravity values.
 DH0290
 DH0290;                    North         East    Units  Estimated Accuracy
 DH0290;SPC AL E     -   344,180.      173,270.      MT  (+/- 180 meters Scaled)
 DH0290
 DH0290                          SUPERSEDED SURVEY CONTROL
 DH0290
 DH0290  NGVD 29 (??/??/92)  157.297  (m)          516.07   (f) ADJ UNCH    2 0
 DH0290
 DH0290.Superseded values are not recommended for survey control.
 DH0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0290.See file dsdata.txt to determine how the superseded data were derived.
 DH0290
 DH0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC815185(NAD 83)
 DH0290_MARKER: DD = SURVEY DISK
 DH0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0290_STAMPING: 577 B 137
 DH0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0290+STABILITY: SURFACE MOTION
 DH0290
 DH0290  HISTORY     - Date     Condition        Report By
 DH0290  HISTORY     - UNK      MONUMENTED       ALGS
 DH0290  HISTORY     - 1947     GOOD             NGS
 DH0290
 DH0290                          STATION DESCRIPTION
 DH0290
 DH0290'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0290'0.1 MI W FROM LINCOLN.
 DH0290'AT LINCOLN, ABOUT 0.1 MILE WEST OF THE JUNCTION OF U. S. HIGHWAY 78
 DH0290'AND STATE HIGHWAY 102, 64 FEET SOUTHWEST OF A ROAD SIGN JUNCTION 102,
 DH0290'173 FEET NORTHEAST OF R.E.A. POWER POLE NO. 1-10, 81 FEET EAST OF A
 DH0290'MAIL BOX, 27 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 78, 1.5 FEET
 DH0290'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY 78 AND
 DH0290'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0326 ***********************************************************************
 DH0326  DESIGNATION -  577 B 150
 DH0326  PID         -  DH0326
 DH0326  STATE/COUNTY-  AL/TALLADEGA
 DH0326  USGS QUAD   -  EASTABOGA (1972)
 DH0326
 DH0326                         *CURRENT SURVEY CONTROL
 DH0326  ___________________________________________________________________
 DH0326* NAD 83(1986)-  33 36 13.     (N)    086 01 18.     (W)     SCALED    
 DH0326* NAVD 88     -       175.100  (meters)     574.47   (feet)  ADJUSTED  
 DH0326  ___________________________________________________________________
 DH0326  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DH0326  DYNAMIC HT  -         174.912 (meters)     573.86  (feet)  COMP
 DH0326  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 DH0326
 DH0326  VERT ORDER  -  SECOND    CLASS 0
 DH0326
 DH0326.The horizontal coordinates were scaled from a topographic map and have
 DH0326.an estimated accuracy of +/- 6 seconds.
 DH0326
 DH0326.The orthometric height was determined by differential leveling
 DH0326.and adjusted by the National Geodetic Survey in June 1991..
 DH0326
 DH0326.The geoid height was determined by GEOID03.
 DH0326
 DH0326.The dynamic height is computed by dividing the NAVD 88
 DH0326.geopotential number by the normal gravity value computed on the
 DH0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0326.degrees latitude (g = 980.6199 gals.).
 DH0326
 DH0326.The modeled gravity was interpolated from observed gravity values.
 DH0326
 DH0326;                    North         East    Units  Estimated Accuracy
 DH0326;SPC AL E     -   344,160.      182,520.      MT  (+/- 180 meters Scaled)
 DH0326
 DH0326                          SUPERSEDED SURVEY CONTROL
 DH0326
 DH0326  NGVD 29 (??/??/92)  175.019  (m)          574.21   (f) ADJ UNCH    2 0
 DH0326
 DH0326.Superseded values are not recommended for survey control.
 DH0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0326.See file dsdata.txt to determine how the superseded data were derived.
 DH0326
 DH0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC907186(NAD 83)
 DH0326_MARKER: DD = SURVEY DISK
 DH0326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0326_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0326_STAMPING: 577 B 150
 DH0326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0326+STABILITY: SURFACE MOTION
 DH0326
 DH0326  HISTORY     - Date     Condition        Report By
 DH0326  HISTORY     - UNK      MONUMENTED       ALGS
 DH0326  HISTORY     - 1947     GOOD             NGS
 DH0326
 DH0326                          STATION DESCRIPTION
 DH0326
 DH0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0326'IN EASTABOGA.
 DH0326'AT EASTABOGA, 60 FEET SOUTH AND ACROSS U. S. HIGHWAY 78 FROM THE
 DH0326'SOUTHEAST STONE PILLAR OF W. M. THWEATTS STORE, 32 FEET WEST OF THE
 DH0326'TALLADEGA-CALHOUN COUNTY LINE ROAD, 21 FEET SOUTH OF THE CENTER LINE
 DH0326'OF THE HIGHWAY, 26 FEET NORTHWEST OF A FENCE CORNER, 22 FEET NORTH OF
 DH0326'THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ON THE
 DH0326'HIGHWAY SHOULDER ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN A CONCRETE
 DH0326'POST 2 INCHES UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0227 ***********************************************************************
 DH0227  DESIGNATION -  577 B 75
 DH0227  PID         -  DH0227
 DH0227  STATE/COUNTY-  AL/ST CLAIR
 DH0227  USGS QUAD   -  COOKS SPRINGS (1972)
 DH0227
 DH0227                         *CURRENT SURVEY CONTROL
 DH0227  ___________________________________________________________________
 DH0227* NAD 83(1986)-  33 34 21.     (N)    086 26 58.     (W)     SCALED    
 DH0227* NAVD 88     -       207.066  (meters)     679.35   (feet)  ADJUSTED  
 DH0227  ___________________________________________________________________
 DH0227  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH0227  DYNAMIC HT  -         206.839 (meters)     678.60  (feet)  COMP
 DH0227  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 DH0227
 DH0227  VERT ORDER  -  SECOND    CLASS 0
 DH0227
 DH0227.The horizontal coordinates were scaled from a topographic map and have
 DH0227.an estimated accuracy of +/- 6 seconds.
 DH0227
 DH0227.The orthometric height was determined by differential leveling
 DH0227.and adjusted by the National Geodetic Survey in June 1991..
 DH0227
 DH0227.The geoid height was determined by GEOID03.
 DH0227
 DH0227.The dynamic height is computed by dividing the NAVD 88
 DH0227.geopotential number by the normal gravity value computed on the
 DH0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0227.degrees latitude (g = 980.6199 gals.).
 DH0227
 DH0227.The modeled gravity was interpolated from observed gravity values.
 DH0227
 DH0227;                    North         East    Units  Estimated Accuracy
 DH0227;SPC AL E     -   340,860.      142,800.      MT  (+/- 180 meters Scaled)
 DH0227
 DH0227                          SUPERSEDED SURVEY CONTROL
 DH0227
 DH0227  NGVD 29 (??/??/92)  207.016  (m)          679.18   (f) ADJ UNCH    2 0
 DH0227
 DH0227.Superseded values are not recommended for survey control.
 DH0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0227.See file dsdata.txt to determine how the superseded data were derived.
 DH0227
 DH0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC510148(NAD 83)
 DH0227_MARKER: DD = SURVEY DISK
 DH0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0227_STAMPING: B 75 577
 DH0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0227+STABILITY: SURFACE MOTION
 DH0227
 DH0227  HISTORY     - Date     Condition        Report By
 DH0227  HISTORY     - UNK      MONUMENTED       ALGS
 DH0227  HISTORY     - 1947     GOOD             NGS
 DH0227
 DH0227                          STATION DESCRIPTION
 DH0227
 DH0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0227'1.65 MI NE FROM BROMPTON.
 DH0227'ABOUT 1.65 MILES NORTHEAST ALONG U.S. HIGHWAY 78 FROM THE SOUTHERN
 DH0227'RAILWAY STATION AT BROMPTON, 0.25 MILE SOUTHEAST OF THE OVERPASS OF
 DH0227'U.S. HIGHWAY 78 OVER THE SOUTHERN RAILWAY AT PRESCOTT, AT THE JUNCTION
 DH0227'OF A SIDE ROAD LEADING SOUTHEAST, 50 FEET SOUTHEAST OF THE CENTER OF
 DH0227'THE HIGHWAY, 27 FEET NORTHEAST OF THE CENTER OF THE SIDE ROAD, 39 FEET
 DH0227'SOUTHWEST OF A POWER POLE, ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY.
 DH0227'AN ALABAMA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 DH0227'PROJECTING ABOUT 2-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0222 ***********************************************************************
 DH0222  DESIGNATION -  577 B 90
 DH0222  PID         -  DH0222
 DH0222  STATE/COUNTY-  AL/ST CLAIR
 DH0222  USGS QUAD   -  COOKS SPRINGS (1972)
 DH0222
 DH0222                         *CURRENT SURVEY CONTROL
 DH0222  ___________________________________________________________________
 DH0222* NAD 83(1986)-  33 35 28.     (N)    086 23 15.     (W)     SCALED    
 DH0222* NAVD 88     -       186.480  (meters)     611.81   (feet)  ADJUSTED  
 DH0222  ___________________________________________________________________
 DH0222  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0222  DYNAMIC HT  -         186.276 (meters)     611.14  (feet)  COMP
 DH0222  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 DH0222
 DH0222  VERT ORDER  -  SECOND    CLASS 0
 DH0222
 DH0222.The horizontal coordinates were scaled from a topographic map and have
 DH0222.an estimated accuracy of +/- 6 seconds.
 DH0222
 DH0222.The orthometric height was determined by differential leveling
 DH0222.and adjusted by the National Geodetic Survey in June 1991..
 DH0222
 DH0222.The geoid height was determined by GEOID03.
 DH0222
 DH0222.The dynamic height is computed by dividing the NAVD 88
 DH0222.geopotential number by the normal gravity value computed on the
 DH0222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0222.degrees latitude (g = 980.6199 gals.).
 DH0222
 DH0222.The modeled gravity was interpolated from observed gravity values.
 DH0222
 DH0222;                    North         East    Units  Estimated Accuracy
 DH0222;SPC AL E     -   342,890.      148,560.      MT  (+/- 180 meters Scaled)
 DH0222
 DH0222                          SUPERSEDED SURVEY CONTROL
 DH0222
 DH0222  NGVD 29 (??/??/92)  186.425  (m)          611.63   (f) ADJ UNCH    2 0
 DH0222
 DH0222.Superseded values are not recommended for survey control.
 DH0222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0222.See file dsdata.txt to determine how the superseded data were derived.
 DH0222
 DH0222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC568169(NAD 83)
 DH0222_MARKER: DD = SURVEY DISK
 DH0222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0222_STAMPING: B 90 577
 DH0222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0222+STABILITY: SURFACE MOTION
 DH0222
 DH0222  HISTORY     - Date     Condition        Report By
 DH0222  HISTORY     - UNK      MONUMENTED       ALGS
 DH0222  HISTORY     - 1947     GOOD             NGS
 DH0222
 DH0222                          STATION DESCRIPTION
 DH0222
 DH0222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0222'5.05 MI W FROM EDEN.
 DH0222'ABOUT 5.05 MILES WEST ALONG U.S. HIGHWAY 78 FROM THE POST OFFICE AT
 DH0222'EDEN, ABOUT 0.1 MILE NORTHEAST OF AN OVERHEAD CROSSING OF THE SOUTHERN
 DH0222'RAILWAY OVER HIGHWAY 78, ON THE OUTSIE OF A CURVE, 22 FEET NORTHEAST
 DH0222'OF A SLOW SIGN, 23 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 DH0222'OF THE HIGHWAY.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 DH0222'PROJECTING ABOUT 12-INCHES.  NOTE-- THIS IS A VERY POOR MARK - LOOSE
 DH0222'IN THE GROUND AND APT TO BE DISTRUBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0221 ***********************************************************************
 DH0221  DESIGNATION -  577 B 92
 DH0221  PID         -  DH0221
 DH0221  STATE/COUNTY-  AL/ST CLAIR
 DH0221  USGS QUAD   -  COOKS SPRINGS (1972)
 DH0221
 DH0221                         *CURRENT SURVEY CONTROL
 DH0221  ___________________________________________________________________
 DH0221* NAD 83(1986)-  33 35 36.     (N)    086 23 04.     (W)     SCALED    
 DH0221* NAVD 88     -       204.911  (meters)     672.28   (feet)  ADJUSTED  
 DH0221  ___________________________________________________________________
 DH0221  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0221  DYNAMIC HT  -         204.687 (meters)     671.54  (feet)  COMP
 DH0221  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 DH0221
 DH0221  VERT ORDER  -  SECOND    CLASS 0
 DH0221
 DH0221.The horizontal coordinates were scaled from a topographic map and have
 DH0221.an estimated accuracy of +/- 6 seconds.
 DH0221
 DH0221.The orthometric height was determined by differential leveling
 DH0221.and adjusted by the National Geodetic Survey in June 1991..
 DH0221
 DH0221.The geoid height was determined by GEOID03.
 DH0221
 DH0221.The dynamic height is computed by dividing the NAVD 88
 DH0221.geopotential number by the normal gravity value computed on the
 DH0221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0221.degrees latitude (g = 980.6199 gals.).
 DH0221
 DH0221.The modeled gravity was interpolated from observed gravity values.
 DH0221
 DH0221;                    North         East    Units  Estimated Accuracy
 DH0221;SPC AL E     -   343,140.      148,850.      MT  (+/- 180 meters Scaled)
 DH0221
 DH0221                          SUPERSEDED SURVEY CONTROL
 DH0221
 DH0221  NGVD 29 (??/??/92)  204.855  (m)          672.10   (f) ADJ UNCH    2 0
 DH0221
 DH0221.Superseded values are not recommended for survey control.
 DH0221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0221.See file dsdata.txt to determine how the superseded data were derived.
 DH0221
 DH0221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC571172(NAD 83)
 DH0221_MARKER: DD = SURVEY DISK
 DH0221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0221_STAMPING: B 92 577
 DH0221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0221+STABILITY: SURFACE MOTION
 DH0221
 DH0221  HISTORY     - Date     Condition        Report By
 DH0221  HISTORY     - UNK      MONUMENTED       ALGS
 DH0221  HISTORY     - 1947     GOOD             NGS
 DH0221
 DH0221                          STATION DESCRIPTION
 DH0221
 DH0221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0221'4.8 MI W FROM EDEN.
 DH0221'ABOUT 4.8 MILES WEST ALONG U.S. HIGHWAY 78 FROM THE POST OFFICE AT
 DH0221'EDEN, ABOUT 200 YARDS WEST OF EPPS STORE AND FILLING STATION, IN EDGE
 DH0221'OF FILL ALONG OUTSIDE OF CURVE, 15 FEET NORTHWEST OF AND ABOUT 1 FOOT
 DH0221'ABOVE THE CENTER OF THE HIGHWAY.  A BRONZE DISK SET IN THE TOP OF A
 DH0221'CONCRETE POST PROJECTING 8-INCHES.  NOTE-- THIS IS A POOR MARK - LOOSE
 DH0221'IN THE GROUND AND APT TO BE DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0218 ***********************************************************************
 DH0218  DESIGNATION -  577 B 98
 DH0218  PID         -  DH0218
 DH0218  STATE/COUNTY-  AL/ST CLAIR
 DH0218  USGS QUAD   -  PELL CITY (1972)
 DH0218
 DH0218                         *CURRENT SURVEY CONTROL
 DH0218  ___________________________________________________________________
 DH0218* NAD 83(1986)-  33 35 40.     (N)    086 21 40.     (W)     SCALED    
 DH0218* NAVD 88     -       202.278  (meters)     663.64   (feet)  ADJUSTED  
 DH0218  ___________________________________________________________________
 DH0218  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0218  DYNAMIC HT  -         202.057 (meters)     662.92  (feet)  COMP
 DH0218  MODELED GRAV-     979,541.8   (mgal)                       NAVD 88
 DH0218
 DH0218  VERT ORDER  -  SECOND    CLASS 0
 DH0218
 DH0218.The horizontal coordinates were scaled from a topographic map and have
 DH0218.an estimated accuracy of +/- 6 seconds.
 DH0218
 DH0218.The orthometric height was determined by differential leveling
 DH0218.and adjusted by the National Geodetic Survey in June 1991..
 DH0218
 DH0218.The geoid height was determined by GEOID03.
 DH0218
 DH0218.The dynamic height is computed by dividing the NAVD 88
 DH0218.geopotential number by the normal gravity value computed on the
 DH0218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0218.degrees latitude (g = 980.6199 gals.).
 DH0218
 DH0218.The modeled gravity was interpolated from observed gravity values.
 DH0218
 DH0218;                    North         East    Units  Estimated Accuracy
 DH0218;SPC AL E     -   343,250.      151,010.      MT  (+/- 180 meters Scaled)
 DH0218
 DH0218                          SUPERSEDED SURVEY CONTROL
 DH0218
 DH0218  NGVD 29 (??/??/92)  202.220  (m)          663.45   (f) ADJ UNCH    2 0
 DH0218
 DH0218.Superseded values are not recommended for survey control.
 DH0218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0218.See file dsdata.txt to determine how the superseded data were derived.
 DH0218
 DH0218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC592173(NAD 83)
 DH0218_MARKER: DD = SURVEY DISK
 DH0218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0218_STAMPING: 577 B 98
 DH0218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0218+STABILITY: SURFACE MOTION
 DH0218
 DH0218  HISTORY     - Date     Condition        Report By
 DH0218  HISTORY     - UNK      MONUMENTED       ALGS
 DH0218  HISTORY     - 1947     GOOD             NGS
 DH0218
 DH0218                          STATION DESCRIPTION
 DH0218
 DH0218'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0218'3.3 MI W FROM EDEN.
 DH0218'ABOUT 3.3 MILES WEST ALONG U.S. HIGHWAY 78 FROM THE POST OFFICE AT
 DH0218'EDEN, IN THE SOUTHWEST QUARTER OF THE INTERSECTION OF THE HIGHWAY WITH
 DH0218'A DRIVEWAY SOUTH, 18 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 28 FEET
 DH0218'WEST OF THE CENTER OF THE DRIVEWAY, A BRONZE DISK SET IN THE TOP OF A
 DH0218'CONCRETE POST PROJECTING ABOUT 3 INCHES AND ABOUT LEVEL WITH THE
 DH0218'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0746 ***********************************************************************
 EF0746  DESIGNATION -  58
 EF0746  PID         -  EF0746
 EF0746  STATE/COUNTY-  AL/LIMESTONE
 EF0746  USGS QUAD   -  JONES CROSSROADS (1976)
 EF0746
 EF0746                         *CURRENT SURVEY CONTROL
 EF0746  ___________________________________________________________________
 EF0746* NAD 83(1986)-  34 40 02.     (N)    087 03 39.     (W)     SCALED    
 EF0746* NAVD 88     -       168.314  (meters)     552.21   (feet)  POSTED    
 EF0746  ___________________________________________________________________
 EF0746  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EF0746  DYNAMIC HT  -         168.150 (meters)     551.67  (feet)  COMP
 EF0746  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 EF0746
 EF0746  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0746
 EF0746.The horizontal coordinates were scaled from a topographic map and have
 EF0746.an estimated accuracy of +/- 6 seconds.
 EF0746
 EF0746.The orthometric height was determined by differential leveling
 EF0746.and adjusted by the National Geodetic Survey in 1992..
 EF0746.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0746.rate of 0.0 thru 1.0 mm/km.
 EF0746
 EF0746.The geoid height was determined by GEOID03.
 EF0746
 EF0746.The dynamic height is computed by dividing the NAVD 88
 EF0746.geopotential number by the normal gravity value computed on the
 EF0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0746.degrees latitude (g = 980.6199 gals.).
 EF0746
 EF0746.The modeled gravity was interpolated from observed gravity values.
 EF0746
 EF0746;                    North         East    Units  Estimated Accuracy
 EF0746;SPC AL W     -   517,620.      640,250.      MT  (+/- 180 meters Scaled)
 EF0746
 EF0746                          SUPERSEDED SURVEY CONTROL
 EF0746
 EF0746  NGVD 29 (??/??/92)  168.270  (m)          552.07   (f) ADJ UNCH    1 2
 EF0746
 EF0746.Superseded values are not recommended for survey control.
 EF0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0746.See file dsdata.txt to determine how the superseded data were derived.
 EF0746
 EF0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD944361(NAD 83)
 EF0746_MARKER: DD = SURVEY DISK
 EF0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0746+STABILITY: SURFACE MOTION
 EF0746
 EF0746  HISTORY     - Date     Condition        Report By
 EF0746  HISTORY     - UNK      MONUMENTED       USE
 EF0746  HISTORY     - 1933     GOOD             NGS
 EF0746
 EF0746                          STATION DESCRIPTION
 EF0746
 EF0746'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0746'5.5 MI NW FROM DECATUR.
 EF0746'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 165 1/2,
 EF0746'APPROX 1/4 MILE UPSTREAM FROM BEANERS DAM SLOUGH.  10 FEET S.E. OF
 EF0746'CORNER OF HOUSE AND 6 FEET N. OF 24 IN. BEECH TREE.  ON CREST OF BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2767 ***********************************************************************
 DH2767  DESIGNATION -  58 1
 DH2767  PID         -  DH2767
 DH2767  STATE/COUNTY-  AL/ST CLAIR
 DH2767  USGS QUAD   -  HYATT GAP (1978)
 DH2767
 DH2767                         *CURRENT SURVEY CONTROL
 DH2767  ___________________________________________________________________
 DH2767* NAD 83(1992)-  33 53 59.70379(N)    086 15 01.68381(W)     ADJUSTED  
 DH2767* NAVD 88     -       171.1    (meters)     561.     (feet)  VERTCON   
 DH2767  ___________________________________________________________________
 DH2767  X           -     346,565.677 (meters)                     COMP
 DH2767  Y           -  -5,288,231.924 (meters)                     COMP
 DH2767  Z           -   3,537,316.961 (meters)                     COMP
 DH2767  LAPLACE CORR-          -0.09  (seconds)                    DEFLEC99
 DH2767  ELLIP HEIGHT-         141.98  (meters)          (07/29/02) GPS OBS
 DH2767  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH2767
 DH2767  HORZ ORDER  -  FIRST
 DH2767  ELLP ORDER  -  FOURTH    CLASS I
 DH2767
 DH2767.The horizontal coordinates were established by GPS observations
 DH2767.and adjusted by the National Geodetic Survey in December 1992..
 DH2767
 DH2767.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2767.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2767
 DH2767.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2767
 DH2767.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2767
 DH2767.The ellipsoidal height was determined by GPS observations
 DH2767.and is referenced to NAD 83.
 DH2767
 DH2767.The geoid height was determined by GEOID03.
 DH2767
 DH2767;                    North         East     Units Scale Factor Converg.
 DH2767;SPC AL E     -   377,081.684   161,419.406   MT  0.99997834   -0 13 57.6
 DH2767;UTM  16      - 3,751,311.967   569,299.505   MT  0.99965920   +0 25 05.0
 DH2767
 DH2767!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2767!SPC AL E     -   0.99997771  x   0.99997834  =   0.99995605
 DH2767!UTM  16      -   0.99997771  x   0.99965920  =   0.99963692
 DH2767
 DH2767                          SUPERSEDED SURVEY CONTROL
 DH2767
 DH2767  ELLIP H (12/04/92)  142.06   (m)                       GP(       ) 4 1
 DH2767  NAD 83(1986)-  33 53 59.71301(N)    086 15 01.68772(W) AD(       ) 1
 DH2767  NGVD 29 (12/04/92)  171.1    (m)          561.     (f) GPS OBS        
 DH2767
 DH2767.Superseded values are not recommended for survey control.
 DH2767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2767.See file dsdata.txt to determine how the superseded data were derived.
 DH2767
 DH2767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6930051312(NAD 83)
 DH2767_MARKER: DD = SURVEY DISK
 DH2767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2767_SP_SET: CONCRETE POST
 DH2767_STAMPING: 58 - 1 1990
 DH2767_MARK LOGO: ALHD  
 DH2767_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2767+STABILITY: SURFACE MOTION
 DH2767_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2767+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 DH2767
 DH2767  HISTORY     - Date     Condition        Report By
 DH2767  HISTORY     - 1990     MONUMENTED       ALHD
 DH2767  HISTORY     - 19900412 GOOD             ALHD
 DH2767  HISTORY     - 19980713 GOOD             JCLS
 DH2767
 DH2767                          STATION DESCRIPTION
 DH2767
 DH2767'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2767'THE STATION IS LOCATED IN ST CLAIR COUNTY ON THE EAST RIGHT OF WAY OF
 DH2767'U. S. 11, ABOUT 7.08 KM (4.40 MI) NORTH OF ASHVILLE AND ABOUT 6.12 KM
 DH2767'(3.80 MI) SOUTHWEST OF STEELE.
 DH2767'TO REACH THE STATION FROM THE JUNCTION OF U. S. 11 AND U. S. 231 AT
 DH2767'WHITNEY JUNCTION, DRIVE NORTHEAST ON U. S. 11 5.31 KM (3.30 MI) TO
 DH2767'MILE POST 180.90, DOUBLE BRIDGE ROAD LEFT AND RIGHT AND THE STATION
 DH2767'IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 DH2767'THE STATION IS 12.50 M (41.01 FT) SOUTHEAST OF THE CENTERLINE OF U. S.
 DH2767'11, 23.32 M (76.51 FT) NORTHEAST OF THE CENTERLINE OF DOUBLE BRIDGE
 DH2767'ROAD, 24.11 M (79.10 FT) SOUTHWEST OF TRANSFORMER POWER POLE NO. 66
 DH2767'ACROSS U. S. 11, 24.69 M (81.00 FT) EAST - SOUTHEAST OF TELEPHONE
 DH2767'CABLE PEDISTAL NO. 9039 009 ACROSS U. S. 11, AND SET FLUSH WITH THE
 DH2767'GROUND.
 DH2767'STATION 58 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2767
 DH2767                          STATION RECOVERY (1990)
 DH2767
 DH2767'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2767'RECOVERED IN GOOD CONDITION.
 DH2767
 DH2767                          STATION RECOVERY (1998)
 DH2767
 DH2767'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 DH2767'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2026 ***********************************************************************
 AA2026  DESIGNATION -  58 10
 AA2026  PID         -  AA2026
 AA2026  STATE/COUNTY-  AL/ST CLAIR
 AA2026  USGS QUAD   -  STEELE (1972)
 AA2026
 AA2026                         *CURRENT SURVEY CONTROL
 AA2026  ___________________________________________________________________
 AA2026* NAD 83(1992)-  33 57 15.95902(N)    086 14 05.38654(W)     ADJUSTED  
 AA2026* NAVD 88     -       397.8    (meters)    1305.     (feet)  VERTCON   
 AA2026  ___________________________________________________________________
 AA2026  X           -     347,799.734 (meters)                     COMP
 AA2026  Y           -  -5,284,956.983 (meters)                     COMP
 AA2026  Z           -   3,542,461.099 (meters)                     COMP
 AA2026  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 AA2026  ELLIP HEIGHT-         368.69  (meters)          (07/29/02) GPS OBS
 AA2026  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA2026
 AA2026  HORZ ORDER  -  FIRST
 AA2026  ELLP ORDER  -  FOURTH    CLASS I
 AA2026
 AA2026.The horizontal coordinates were established by GPS observations
 AA2026.and adjusted by the National Geodetic Survey in September 1994..
 AA2026
 AA2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2026
 AA2026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2026
 AA2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2026
 AA2026.The ellipsoidal height was determined by GPS observations
 AA2026.and is referenced to NAD 83.
 AA2026
 AA2026.The geoid height was determined by GEOID03.
 AA2026
 AA2026;                    North         East     Units Scale Factor Converg.
 AA2026;SPC AL E     -   383,122.636   162,889.429   MT  0.99997697   -0 13 27.3
 AA2026;UTM  16      - 3,757,367.313   570,700.333   MT  0.99966162   +0 25 38.6
 AA2026
 AA2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2026!SPC AL E     -   0.99994212  x   0.99997697  =   0.99991910
 AA2026!UTM  16      -   0.99994212  x   0.99966162  =   0.99960376
 AA2026
 AA2026:                Primary Azimuth Mark                     Grid Az
 AA2026:SPC AL E     -  58 9                                     269 14 54.1
 AA2026:UTM  16      -  58 9                                     268 35 48.2
 AA2026
 AA2026|---------------------------------------------------------------------|
 AA2026| PID    Reference Object                     Distance      Geod. Az  |
 AA2026|                                                           dddmmss.s |
 AA2026| AA2025 58 9                                419.248 METERS 2690126.8 |
 AA2026|---------------------------------------------------------------------|
 AA2026
 AA2026                          SUPERSEDED SURVEY CONTROL
 AA2026
 AA2026  ELLIP H (09/29/94)  368.75   (m)                       GP(       ) 3 2
 AA2026  NGVD 29 (09/29/94)  397.7    (m)         1305.     (f) GPS OBS        
 AA2026
 AA2026.Superseded values are not recommended for survey control.
 AA2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2026.See file dsdata.txt to determine how the superseded data were derived.
 AA2026
 AA2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7070057367(NAD 83)
 AA2026_MARKER: DD = SURVEY DISK
 AA2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2026_SP_SET: CONCRETE POST
 AA2026_STAMPING: 58-10 1993
 AA2026_MARK LOGO: ALHD  
 AA2026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2026+STABILITY: SURFACE MOTION
 AA2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2026+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2026
 AA2026  HISTORY     - Date     Condition        Report By
 AA2026  HISTORY     - 1993     MONUMENTED       ALHD
 AA2026
 AA2026                          STATION DESCRIPTION
 AA2026
 AA2026'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2026'THE STATION IS IN ST CLAIR COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA2026'COUNTY ROAD ABOUT 2.20 MI (3.54 KM) NORTHWEST OF STEELE AND ABOUT 8.25
 AA2026'MI (13.28 KM) NORTH OF ASHVILLE. TO REACH THE STATION FROM THE
 AA2026'JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231
 AA2026'AND MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE NORTHWEST ON U.S.
 AA2026'231 FOR 3.85 MI (6.20 KM) TO MILEPOST 241.95 AND U.S. 11 LEFT AND
 AA2026'RIGHT, TURN RIGHT ON U.S. 11 AND DRIVE NORTHEAST FOR 5.45 MI (8.77 KM)
 AA2026'TO MILEPOST 183.00 AND A PAVED COUNTY ROAD LEFT. TURN LEFT ON THE
 AA2026'PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.60 MI (0.97 KM) TO A REVERSE
 AA2026'Y-INTERSECTION WITH ST CLAIR COUNTY ROAD 42 LEFT AND RIGHT. TURN LEFT
 AA2026'ON ST CLAIR COUNTY ROAD 42 AND DRIVE WEST AND NORTHWEST FOR 3.50 MI
 AA2026'(5.63 KM) TO A T-INTERSECTION WITH ST CLAIR COUNTY ROAD 42 LEFT AND A
 AA2026'PAVED COUNTY ROAD STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON THE PAVED
 AA2026'COUNTY ROAD FOR 0.50 MI (0.80 KM) TO ANOTHER T-INTERSECTION WITH A
 AA2026'PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA2026'NORTHEAST AND EAST FOR 1.40 MI (2.25 KM) TO THE STATION ON THE LEFT.
 AA2026'THE STATION IS 21.6 FT (6.6 M) NORTH OF THE CENTER OF A PAVED COUNTY
 AA2026'ROAD, 95.6 FT (29.1 M) WEST OF A POWER AND CABLE POLE, 152.2 FT (46.4
 AA2026'M) EAST OF A POWER AND CABLE POLE,1.5 FT SOUTH OF A CARSONITE WITNESS
 AA2026'POST AND SET FLUSH WITH THE GROUND. STATION 58-9 1993 MAY BE USED AS
 AA2026'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2027 ***********************************************************************
 AA2027  DESIGNATION -  58 11
 AA2027  PID         -  AA2027
 AA2027  STATE/COUNTY-  AL/ST CLAIR
 AA2027  USGS QUAD   -  STEELE (1972)
 AA2027
 AA2027                         *CURRENT SURVEY CONTROL
 AA2027  ___________________________________________________________________
 AA2027* NAD 83(1992)-  33 52 43.67269(N)    086 07 36.18203(W)     ADJUSTED  
 AA2027* NAVD 88     -       167.1    (meters)     548.     (feet)  VERTCON   
 AA2027  ___________________________________________________________________
 AA2027  X           -     358,074.686 (meters)                     COMP
 AA2027  Y           -  -5,288,771.109 (meters)                     COMP
 AA2027  Z           -   3,535,370.116 (meters)                     COMP
 AA2027  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AA2027  ELLIP HEIGHT-         138.10  (meters)          (07/29/02) GPS OBS
 AA2027  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AA2027
 AA2027  HORZ ORDER  -  FIRST
 AA2027  ELLP ORDER  -  FOURTH    CLASS I
 AA2027
 AA2027.The horizontal coordinates were established by GPS observations
 AA2027.and adjusted by the National Geodetic Survey in September 1994..
 AA2027
 AA2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2027
 AA2027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2027
 AA2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2027
 AA2027.The ellipsoidal height was determined by GPS observations
 AA2027.and is referenced to NAD 83.
 AA2027
 AA2027.The geoid height was determined by GEOID03.
 AA2027
 AA2027;                    North         East     Units Scale Factor Converg.
 AA2027;SPC AL E     -   374,699.573   172,858.398   MT  0.99996908   -0 09 48.8
 AA2027;UTM  16      - 3,749,060.571   580,761.321   MT  0.99968040   +0 29 12.6
 AA2027
 AA2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2027!SPC AL E     -   0.99997832  x   0.99996908  =   0.99994740
 AA2027!UTM  16      -   0.99997832  x   0.99968040  =   0.99965873
 AA2027
 AA2027:                Primary Azimuth Mark                     Grid Az
 AA2027:SPC AL E     -  58 12                                    055 44 04.1
 AA2027:UTM  16      -  58 12                                    055 05 02.7
 AA2027
 AA2027|---------------------------------------------------------------------|
 AA2027| PID    Reference Object                     Distance      Geod. Az  |
 AA2027|                                                           dddmmss.s |
 AA2027| AA2028 58 12                               APPROX. 0.5 KM 0553415.3 |
 AA2027|---------------------------------------------------------------------|
 AA2027
 AA2027                          SUPERSEDED SURVEY CONTROL
 AA2027
 AA2027  ELLIP H (09/29/94)  138.16   (m)                       GP(       ) 3 2
 AA2027  NGVD 29 (09/29/94)  167.1    (m)          548.     (f) GPS OBS        
 AA2027
 AA2027.Superseded values are not recommended for survey control.
 AA2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2027.See file dsdata.txt to determine how the superseded data were derived.
 AA2027
 AA2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8076149061(NAD 83)
 AA2027_MARKER: DD = SURVEY DISK
 AA2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2027_SP_SET: CONCRETE POST
 AA2027_STAMPING: 58-11 1993
 AA2027_MARK LOGO: ALHD  
 AA2027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2027+STABILITY: SURFACE MOTION
 AA2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2027+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2027
 AA2027  HISTORY     - Date     Condition        Report By
 AA2027  HISTORY     - 1993     MONUMENTED       ALHD
 AA2027
 AA2027                          STATION DESCRIPTION
 AA2027
 AA2027'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2027'THE STATION IS IN ST CLAIR COUNTY ON THE NORTHWEST RIGHT OF WAY OF ST
 AA2027'CLAIR COUNTY ROAD 33 ABOUT 6.00 MI (9.66 KM) SOUTHEAST OF STEELE AND
 AA2027'ABOUT 7.90 MI (12.71 KM) EAST-NORTHEAST OF ASHVILLE. TO REACH THE
 AA2027'STATION FROM THE JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST
 AA2027'238.10 ON U.S. 231 AND MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE
 AA2027'NORTHEAST AND EAST ON U.S. 411 FOR 9.30 MI (14.97 KM) TO MILEPOST
 AA2027'205.90 AND ST CLAIR COUNTY ROAD 24 RIGHT. TURN RIGHT ON ST CLAIR
 AA2027'COUNTY ROAD 24 AND DRIVE SOUTH FOR 0.40 MI (0.64 KM) TO A
 AA2027'T-INTERSECTION WITH ST CLAIR COUNTY ROAD 24 STRAIGHT AHEAD AND ST
 AA2027'CLAIR COUNTY ROAD 33 RIGHT. TURN RIGHT ON ST CLAIR COUNTY ROAD 33 AND
 AA2027'DRIVE SOUTHWEST FOR 0.65 MI (1.05 KM) TO THE STATION ON THE RIGHT. THE
 AA2027'STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A SIX STRAND BARBED WIRE FENCE
 AA2027'ON TREATED WOOD POSTS, 26.0 FT (7.9 M) WEST-NORTHWEST OF A LIGHT BLUE
 AA2027'METAL MAILBOX ON A FOUR BY FOUR WOOD POST, 42.8 FT (13.0 M)
 AA2027'WEST-NORTHWEST OF THE CENTERLINE OF ST CLAIR COUNTY ROAD 33, 68.8 FT
 AA2027'(21.0 M) NORTH-NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS THE
 AA2027'ROAD, 111.0 FT (33.8 M) SOUTHWEST OF A JUNCTION POWER AND CABLE POLE
 AA2027'WITH ONE GUY WIRE, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS
 AA2027'POST AND SET FLUSH WITH THE GROUND. STATION 58-12 1993 MAY BE USED AS
 AA2027'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2028 ***********************************************************************
 AA2028  DESIGNATION -  58 12
 AA2028  PID         -  AA2028
 AA2028  STATE/COUNTY-  AL/ST CLAIR
 AA2028  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 AA2028
 AA2028                         *CURRENT SURVEY CONTROL
 AA2028  ___________________________________________________________________
 AA2028* NAD 83(1992)-  33 52 53.12448(N)    086 07 19.64893(W)     ADJUSTED  
 AA2028* NAVD 88     -       163.0    (meters)     535.     (feet)  VERTCON   
 AA2028  ___________________________________________________________________
 AA2028  X           -     358,487.393 (meters)                     COMP
 AA2028  Y           -  -5,288,576.986 (meters)                     COMP
 AA2028  Z           -   3,535,609.587 (meters)                     COMP
 AA2028  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AA2028  ELLIP HEIGHT-         133.96  (meters)          (07/29/02) GPS OBS
 AA2028  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AA2028
 AA2028  HORZ ORDER  -  FIRST
 AA2028  ELLP ORDER  -  FOURTH    CLASS I
 AA2028
 AA2028.The horizontal coordinates were established by GPS observations
 AA2028.and adjusted by the National Geodetic Survey in September 1994..
 AA2028
 AA2028.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2028
 AA2028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2028
 AA2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2028
 AA2028.The ellipsoidal height was determined by GPS observations
 AA2028.and is referenced to NAD 83.
 AA2028
 AA2028.The geoid height was determined by GEOID03.
 AA2028
 AA2028;                    North         East     Units Scale Factor Converg.
 AA2028;SPC AL E     -   374,989.580   173,284.082   MT  0.99996880   -0 09 39.6
 AA2028;UTM  16      - 3,749,355.306   581,183.565   MT  0.99968125   +0 29 21.9
 AA2028
 AA2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2028!SPC AL E     -   0.99997897  x   0.99996880  =   0.99994777
 AA2028!UTM  16      -   0.99997897  x   0.99968125  =   0.99966023
 AA2028
 AA2028:                Primary Azimuth Mark                     Grid Az
 AA2028:SPC AL E     -  58 11                                    235 44 04.1
 AA2028:UTM  16      -  58 11                                    235 05 02.6
 AA2028
 AA2028|---------------------------------------------------------------------|
 AA2028| PID    Reference Object                     Distance      Geod. Az  |
 AA2028|                                                           dddmmss.s |
 AA2028| AA2027 58 11                               APPROX. 0.5 KM 2353424.5 |
 AA2028|---------------------------------------------------------------------|
 AA2028
 AA2028                          SUPERSEDED SURVEY CONTROL
 AA2028
 AA2028  ELLIP H (09/29/94)  134.02   (m)                       GP(       ) 3 2
 AA2028  NGVD 29 (09/29/94)  162.9    (m)          534.     (f) GPS OBS        
 AA2028
 AA2028.Superseded values are not recommended for survey control.
 AA2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2028.See file dsdata.txt to determine how the superseded data were derived.
 AA2028
 AA2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8118449355(NAD 83)
 AA2028_MARKER: DD = SURVEY DISK
 AA2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2028_SP_SET: CONCRETE POST
 AA2028_STAMPING: 58-12 1993
 AA2028_MARK LOGO: ALHD  
 AA2028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2028+STABILITY: SURFACE MOTION
 AA2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2028+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2028
 AA2028  HISTORY     - Date     Condition        Report By
 AA2028  HISTORY     - 1993     MONUMENTED       ALHD
 AA2028
 AA2028                          STATION DESCRIPTION
 AA2028
 AA2028'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2028'THE STATION IS IN ST CLAIR COUNTY ON THE NORTHWEST RIGHT OF WAY OF ST
 AA2028'CLAIR COUNTY ROAD 33 ABOUT 6.05 MI (9.74 KM) SOUTHEAST OF STEELE AND
 AA2028'ABOUT 8.20 MI (13.20 KM) EAST-NORTHEAST OF ASHVILLE. TO REACH THE
 AA2028'STATION FROM THE JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST
 AA2028'238.10 ON U.S. 231 AND MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE
 AA2028'NORTHEAST AND EAST ON U.S. 411 FOR 9.30 MI (14.97 KM) TO MILEPOST
 AA2028'205.90 AND ST CLAIR COUNTY ROAD 24 RIGHT. TURN RIGHT ON ST CLAIR
 AA2028'COUNTY ROAD 24 AND DRIVE SOUTH FOR 0.40 MI (0.64 KM) TO A
 AA2028'T-INTERSECTION WITH ST CLAIR COUNTY ROAD 24 STRAIGHT AHEAD AND ST
 AA2028'CLAIR COUNTY ROAD 33 RIGHT. TURN RIGHT ON ST CLAIR COUNTY ROAD 33 AND
 AA2028'DRIVE SOUTHWEST FOR 0.30 MI (0.48 KM) TO THE STATION ON THE RIGHT. THE
 AA2028'STATION IS 7.0 FT (2.1 M) SOUTH-SOUTHEAST OF A HOG WIRE FENCE WITH TWO
 AA2028'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 42.8 FT (13.0 M)
 AA2028'NORTH-NORTHWEST OF THE CENTERLINE OF ST CLAIR COUNTY ROAD 33, 77.8 FT
 AA2028'(23.7 M) EAST-NORTHEAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE,
 AA2028'88.9 FT (27.1 M) NORTHWEST OF A CABLE POLE WITH TWO GUY WIRES ACROSS
 AA2028'THE ROAD, 103.3 FT (31.5 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY
 AA2028'ACROSS THE ROAD, 104.0 FT (31.7 M) WEST-SOUTHWEST OF A BLACK METAL
 AA2028'MAILBOX ON A BROWN FOUR BY FOUR WOOD POST (DORIS BASWELL 270), 143.6
 AA2028'FT (43.8 M) WEST-SOUTHWEST OF A WILLIAMS LIMOUSINE FARM SIGN, 6.8 FT
 AA2028'(2.1 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2028'GROUND. STATION 58-11 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2029 ***********************************************************************
 AA2029  DESIGNATION -  58 13
 AA2029  PID         -  AA2029
 AA2029  STATE/COUNTY-  AL/ST CLAIR
 AA2029  USGS QUAD   -  COX GAP (1972)
 AA2029
 AA2029                         *CURRENT SURVEY CONTROL
 AA2029  ___________________________________________________________________
 AA2029* NAD 83(1992)-  33 47 53.65575(N)    086 10 51.65734(W)     ADJUSTED  
 AA2029* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 AA2029  ___________________________________________________________________
 AA2029  X           -     353,394.403 (meters)                     COMP
 AA2029  Y           -  -5,294,081.617 (meters)                     COMP
 AA2029  Z           -   3,527,953.638 (meters)                     COMP
 AA2029  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AA2029  ELLIP HEIGHT-         148.47  (meters)          (07/29/02) GPS OBS
 AA2029  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA2029
 AA2029  HORZ ORDER  -  FIRST
 AA2029  ELLP ORDER  -  FOURTH    CLASS I
 AA2029
 AA2029.The horizontal coordinates were established by GPS observations
 AA2029.and adjusted by the National Geodetic Survey in September 1994..
 AA2029
 AA2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2029
 AA2029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2029
 AA2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2029
 AA2029.The ellipsoidal height was determined by GPS observations
 AA2029.and is referenced to NAD 83.
 AA2029
 AA2029.The geoid height was determined by GEOID03.
 AA2029
 AA2029;                    North         East     Units Scale Factor Converg.
 AA2029;SPC AL E     -   365,779.831   167,804.888   MT  0.99997277   -0 11 36.3
 AA2029;UTM  16      - 3,740,086.751   575,810.739   MT  0.99967085   +0 27 20.2
 AA2029
 AA2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2029!SPC AL E     -   0.99997669  x   0.99997277  =   0.99994946
 AA2029!UTM  16      -   0.99997669  x   0.99967085  =   0.99964755
 AA2029
 AA2029|---------------------------------------------------------------------|
 AA2029| PID    Reference Object                     Distance      Geod. Az  |
 AA2029|                                                           dddmmss.s |
 AA2029| AA2030 58 14                               391.728 METERS 07531     |
 AA2029|---------------------------------------------------------------------|
 AA2029
 AA2029                          SUPERSEDED SURVEY CONTROL
 AA2029
 AA2029  ELLIP H (09/29/94)  148.54   (m)                       GP(       ) 3 2
 AA2029  NGVD 29 (09/29/94)  177.5    (m)          582.     (f) GPS OBS        
 AA2029
 AA2029.Superseded values are not recommended for survey control.
 AA2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2029.See file dsdata.txt to determine how the superseded data were derived.
 AA2029
 AA2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7581140087(NAD 83)
 AA2029_MARKER: DD = SURVEY DISK
 AA2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2029_SP_SET: CONCRETE POST
 AA2029_STAMPING: 58-13 1993
 AA2029_MARK LOGO: ALHD  
 AA2029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2029+STABILITY: SURFACE MOTION
 AA2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2029+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 AA2029
 AA2029  HISTORY     - Date     Condition        Report By
 AA2029  HISTORY     - 1993     MONUMENTED       ALHD
 AA2029  HISTORY     - 20050521 GOOD             GEOCAC
 AA2029
 AA2029                          STATION DESCRIPTION
 AA2029
 AA2029'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2029'THE STATION IS IN ST CLAIR COUNTY ON THE SOUTH RIGHT OF WAY OF ST
 AA2029'CLAIR COUNTY ROAD 22 ABOUT 5.05 MI (8.13 KM) SOUTHEAST OF ASHVILLE AND
 AA2029'ABOUT 4.05 MI (6.52 KM) NORTH OF RAGLAND. TO REACH THE STATION FROM
 AA2029'THE JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S.
 AA2029'231 AND MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE SOUTH ON U.S.
 AA2029'231 FOR 1.60 MI (2.57 KM) TO MILEPOST 236.50 AND ST CLAIR COUNTY ROAD
 AA2029'26 LEFT. TURN LEFT ON ST CLAIR COUNTY ROAD 26 AND DRIVE SOUTHEAST FOR
 AA2029'2.25 MI (3.62 KM) TO A CROSSROADS WITH ST CLAIR COUNTY ROAD 33 LEFT
 AA2029'AND RIGHT. CONTINUE SOUTHEAST ON ST CLAIR COUNTY ROAD 26 FOR 1.55 MI
 AA2029'(2.49 KM) TO ANOTHER CROSSROADS WITH ST CLAIR COUNTY ROAD 22 LEFT AND
 AA2029'RIGHT. TURN LEFT ON ST CLAIR COUNTY ROAD 22 AND DRIVE EAST FOR 3.15 MI
 AA2029'(5.07 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA2029'NORTH-NORTHWEST OF THE NORTHWEST FENCE CORNER OF A HOG WIRE FENCE ON
 AA2029'IRON TUBE POSTS, 6.4 FT (2.0 M) WEST OF THE WEST POST OF A BLUE METAL
 AA2029'GATE LEADING INTO A PASTURE, 8.7 FT (2.7 M) SOUTH OF THE TOP OF THE
 AA2029'WEST END OF A FIFTEEN-INCH DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY
 AA2029'LEADING TO A BLUE METAL GATE, 20.7 FT (6.3 M) WEST OF THE EAST POST OF
 AA2029'A BLUE METAL GATE LEADING INTO A PASTURE, 21.4 FT (6.5 M)
 AA2029'SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY TO A BLUE METAL
 AA2029'GATE, 24.6 FT (7.5 M) SOUTHWEST OF THE TOP OF THE EAST END OF A
 AA2029'FIFTEEN-INCH DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY LEADING TO A BLUE
 AA2029'METAL GATE, 27.0 FT (8.2 M) SOUTH OF THE CENTERLINE OF ST CLAIR COUNTY
 AA2029'ROAD 22, 98.2 FT (29.9 M) EAST-SOUTHEAST OF A TELEPHONE CABLE PEDESTAL
 AA2029'ACROSS THE ROAD, 2.5 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST AND
 AA2029'SET FLUSH WITH THE GROUND. STATION 58-14 1993 MAY BE USED AS AN
 AA2029'AZIMUTH FOR THIS STATION.
 AA2029
 AA2029                          STATION RECOVERY (2005)
 AA2029
 AA2029'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 AA2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2030 ***********************************************************************
 AA2030  DESIGNATION -  58 14
 AA2030  PID         -  AA2030
 AA2030  STATE/COUNTY-  AL/ST CLAIR
 AA2030  USGS QUAD   -  COX GAP (1972)
 AA2030
 AA2030                         *CURRENT SURVEY CONTROL
 AA2030  ___________________________________________________________________
 AA2030* NAD 83(1992)-  33 47 56.83677(N)    086 10 36.91290(W)     ADJUSTED  
 AA2030* NAVD 88     -       178.4    (meters)     585.     (feet)  VERTCON   
 AA2030  ___________________________________________________________________
 AA2030  X           -     353,769.255 (meters)                     COMP
 AA2030  Y           -  -5,294,002.712 (meters)                     COMP
 AA2030  Z           -   3,528,035.603 (meters)                     COMP
 AA2030  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AA2030  ELLIP HEIGHT-         149.40  (meters)          (07/29/02) GPS OBS
 AA2030  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA2030
 AA2030  HORZ ORDER  -  FIRST
 AA2030  ELLP ORDER  -  FOURTH    CLASS I
 AA2030
 AA2030.The horizontal coordinates were established by GPS observations
 AA2030.and adjusted by the National Geodetic Survey in September 1994..
 AA2030
 AA2030.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2030.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2030
 AA2030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2030
 AA2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2030
 AA2030.The ellipsoidal height was determined by GPS observations
 AA2030.and is referenced to NAD 83.
 AA2030
 AA2030.The geoid height was determined by GEOID03.
 AA2030
 AA2030;                    North         East     Units Scale Factor Converg.
 AA2030;SPC AL E     -   365,876.565   168,184.473   MT  0.99997247   -0 11 28.1
 AA2030;UTM  16      - 3,740,187.748   576,189.090   MT  0.99967156   +0 27 28.4
 AA2030
 AA2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2030!SPC AL E     -   0.99997655  x   0.99997247  =   0.99994902
 AA2030!UTM  16      -   0.99997655  x   0.99967156  =   0.99964811
 AA2030
 AA2030|---------------------------------------------------------------------|
 AA2030| PID    Reference Object                     Distance      Geod. Az  |
 AA2030|                                                           dddmmss.s |
 AA2030| AA2029 58 13                               391.728 METERS 25531     |
 AA2030|---------------------------------------------------------------------|
 AA2030
 AA2030                          SUPERSEDED SURVEY CONTROL
 AA2030
 AA2030  ELLIP H (09/29/94)  149.46   (m)                       GP(       ) 3 2
 AA2030  NGVD 29 (09/29/94)  178.4    (m)          585.     (f) GPS OBS        
 AA2030
 AA2030.Superseded values are not recommended for survey control.
 AA2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2030.See file dsdata.txt to determine how the superseded data were derived.
 AA2030
 AA2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7618940188(NAD 83)
 AA2030_MARKER: DD = SURVEY DISK
 AA2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2030_SP_SET: CONCRETE POST
 AA2030_STAMPING: 58-14 1993
 AA2030_MARK LOGO: ALHD  
 AA2030_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2030+STABILITY: SURFACE MOTION
 AA2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2030+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2030
 AA2030  HISTORY     - Date     Condition        Report By
 AA2030  HISTORY     - 1993     MONUMENTED       ALHD
 AA2030
 AA2030                          STATION DESCRIPTION
 AA2030
 AA2030'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2030'THE STATION IS IN ST CLAIR COUNTY ON THE SOUTH RIGHT OF WAY OF ST
 AA2030'CLAIR COUNTY ROAD 22 ABOUT 5.25 MI (8.45 KM) SOUTHEAST OF ASHVILLE AND
 AA2030'ABOUT 4.00 MI (6.44 KM) NORTH OF RAGLAND. TO REACH THE STATION FROM
 AA2030'THE JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S.
 AA2030'231 AND MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE SOUTH ON U.S.
 AA2030'231 FOR 1.60 MI (2.57 KM) TO ST CLAIR COUNTY ROAD 26 LEFT. TURN LEFT
 AA2030'ON ST CLAIR COUNTY ROAD 26 AND DRIVE SOUTHEAST FOR 2.25 MI (3.62 KM)
 AA2030'TO A CROSSROADS WITH ST CLAIR COUNTY ROAD 33 LEFT AND RIGHT. CONTINUE
 AA2030'SOUTHEAST ON ST CLAIR COUNTY ROAD 26 FOR 1.55 MI (2.49 KM) TO ANOTHER
 AA2030'CROSSROADS WITH ST CLAIR COUNTY ROAD 22 LEFT AND RIGHT. TURN LEFT ON
 AA2030'ST CLAIR COUNTY ROAD 22 AND DRIVE EAST FOR 3.40 MI (5.47 KM) TO THE
 AA2030'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF
 AA2030'A HOG WIRE FENCE ON IRON TUBE POSTS, 28.3 FT (8.6 M) SOUTH-SOUTHEAST
 AA2030'OF THE CENTERLINE OF ST CLAIR COUNTY ROAD 22, 71.3 FT (21.7 M) SOUTH
 AA2030'OF THE SOUTHEAST CORNER OF A TIN SHED ACROSS THE ROAD, 75.5 FT (23.0
 AA2030'M) WEST-SOUTHWEST OF A POWER AND CABLE POLE, 84.5 FT (25.8 M)
 AA2030'SOUTHWEST OF A LARGE METAL MAILBOX ON A METAL PIPE, 91.0 FT (27.7 M)
 AA2030'SOUTHEAST OF THE SOUTHWEST CORNER OF A TIN SHED ACROSS THE ROAD, 101.0
 AA2030'FT (30.8 M) SOUTHWEST OF A JUNCTION POWER POLE WITH ONE TRANSFORMER
 AA2030'AND A NIGHT LIGHT ACROSS THE ROAD, 108.2 FT (33.0 M) SOUTHWEST OF A
 AA2030'TELEPHONE CABLE PEDESTAL ACROSS THE ROAD, 110.6 FT (33.7 M)
 AA2030'EAST-NORTHEAST OF A TELEPHONE CABLE POLE, 3.3 FT (1.0 M) NORTHWEST OF
 AA2030'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 58-13
 AA2030'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2031 ***********************************************************************
 AA2031  DESIGNATION -  58 15
 AA2031  PID         -  AA2031
 AA2031  STATE/COUNTY-  AL/ST CLAIR
 AA2031  USGS QUAD   -  ASHVILLE (1978)
 AA2031
 AA2031                         *CURRENT SURVEY CONTROL
 AA2031  ___________________________________________________________________
 AA2031* NAD 83(1992)-  33 48 56.43540(N)    086 15 57.85972(W)     ADJUSTED  
 AA2031* NAVD 88     -       188.2    (meters)     617.     (feet)  VERTCON   
 AA2031  ___________________________________________________________________
 AA2031  X           -     345,465.377 (meters)                     COMP
 AA2031  Y           -  -5,293,535.199 (meters)                     COMP
 AA2031  Z           -   3,529,566.800 (meters)                     COMP
 AA2031  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AA2031  ELLIP HEIGHT-         159.05  (meters)          (07/29/02) GPS OBS
 AA2031  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA2031
 AA2031  HORZ ORDER  -  FIRST
 AA2031  ELLP ORDER  -  FOURTH    CLASS I
 AA2031
 AA2031.The horizontal coordinates were established by GPS observations
 AA2031.and adjusted by the National Geodetic Survey in September 1994..
 AA2031
 AA2031.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2031.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2031
 AA2031.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2031
 AA2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2031
 AA2031.The ellipsoidal height was determined by GPS observations
 AA2031.and is referenced to NAD 83.
 AA2031
 AA2031.The geoid height was determined by GEOID03.
 AA2031
 AA2031;                    North         East     Units Scale Factor Converg.
 AA2031;SPC AL E     -   367,743.905   159,936.831   MT  0.99997978   -0 14 27.0
 AA2031;UTM  16      - 3,741,960.972   567,923.400   MT  0.99965687   +0 24 30.5
 AA2031
 AA2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2031!SPC AL E     -   0.99997503  x   0.99997978  =   0.99995481
 AA2031!UTM  16      -   0.99997503  x   0.99965687  =   0.99963191
 AA2031
 AA2031:                Primary Azimuth Mark                     Grid Az
 AA2031:SPC AL E     -  58 16                                    012 56 26.7
 AA2031:UTM  16      -  58 16                                    012 17 29.2
 AA2031
 AA2031|---------------------------------------------------------------------|
 AA2031| PID    Reference Object                     Distance      Geod. Az  |
 AA2031|                                                           dddmmss.s |
 AA2031| AA2032 58 16                               497.625 METERS 0124159.7 |
 AA2031|---------------------------------------------------------------------|
 AA2031
 AA2031                          SUPERSEDED SURVEY CONTROL
 AA2031
 AA2031  ELLIP H (09/29/94)  159.11   (m)                       GP(       ) 3 2
 AA2031  NGVD 29 (09/29/94)  188.1    (m)          617.     (f) GPS OBS        
 AA2031
 AA2031.Superseded values are not recommended for survey control.
 AA2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2031.See file dsdata.txt to determine how the superseded data were derived.
 AA2031
 AA2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6792341961(NAD 83)
 AA2031_MARKER: DD = SURVEY DISK
 AA2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2031_SP_SET: CONCRETE POST
 AA2031_STAMPING: 58-15 1993
 AA2031_MARK LOGO: ALHD  
 AA2031_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2031_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2031+STABILITY: SURFACE MOTION
 AA2031_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2031+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2031
 AA2031  HISTORY     - Date     Condition        Report By
 AA2031  HISTORY     - 1993     MONUMENTED       ALHD
 AA2031  HISTORY     - 20050508 POOR             GEOCAC
 AA2031
 AA2031                          STATION DESCRIPTION
 AA2031
 AA2031'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2031'THE STATION IS IN ST CLAIR COUNTY ON THE EAST RIGHT OF WAY OF U.S. 231
 AA2031'IN ASHVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND
 AA2031'U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231 AND MILEPOST 196.59 ON
 AA2031'U.S. 411) IN ASHVILLE, DRIVE SOUTH ON U.S. 231 FOR 1.75 MI (2.82 KM)
 AA2031'TO MILEPOST 236.35 AND THE STATION ON THE LEFT. THE STATION IS 19.0 FT
 AA2031'(5.8 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA2031'TREATED WOOD POSTS, 54.5 FT (16.6 M) SOUTHEAST OF A LARGE METAL BLACK
 AA2031'MAILBOX ON A TEN-INCH WOOD POST, 56.6 FT (17.3 M) SOUTHWEST OF THE
 AA2031'SOUTH POST OF A METAL GATE IN THE FENCELINE NORTH OF THE STATION, 61.8
 AA2031'FT (18.8 M) NORTH OF A POWER AND CABLE POLE WITH ONE GUY WIRE, 62.0 FT
 AA2031'(18.9 M) EAST OF THE CENTERLINE OF U.S. 231, 62.7 FT (19.1 M) NORTH OF
 AA2031'A CABLE POLE, 69.6 FT (21.2 M) NORTH OF THE SOUTH POST OF A METAL GATE
 AA2031'IN THE FENCELINE SOUTH OF THE STATION, 72.7 FT (22.2 M) SOUTHWEST OF
 AA2031'THE NORTH POST OF A METAL GATE IN THE FENCELINE NORTH OF THE STATION,
 AA2031'85.4 FT (26.0 M) NORTH OF THE NORTH POST OF A METAL GATE IN THE
 AA2031'FENCELINE SOUTH OF THE STATION, 98.3 FT (30.0 M) NORTH-NORTHEAST OF A
 AA2031'POWER POLE WITH A METER BOX ON IT, 107.7 FT (32.8 M) NORTHEAST OF A
 AA2031'GRAPHIC CHILDREN CROSSING SIGN WITH TWO CAUTION LIGHTS, 140.4 FT (42.8
 AA2031'M) SOUTH-SOUTHWEST OF A JUNCTION POWER AND CABLE POLE WITH ONE GUY
 AA2031'WIRE, 19.6 FT (6.0 M) WEST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA2031'WITH THE GROUND. STATION 58-16 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2031'STATION.
 AA2031
 AA2031                          STATION RECOVERY (2005)
 AA2031
 AA2031'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 AA2031'MONUMENT WITH METAL POST IS IN PLACE. THE TOP PLATE IS MISSING THEREBY
 AA2031'MAKING
 AA2031' 
 AA2031'IT UNIDENTIFIABLE. ALSO, THE HOG WIRE FENCE HAS BEEN TAKEN DOWN AND
 AA2031'SHOLD NOT
 AA2031' 
 AA2031'BE PART OF THE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2032 ***********************************************************************
 AA2032  DESIGNATION -  58 16
 AA2032  PID         -  AA2032
 AA2032  STATE/COUNTY-  AL/ST CLAIR
 AA2032  USGS QUAD   -  ASHVILLE (1978)
 AA2032
 AA2032                         *CURRENT SURVEY CONTROL
 AA2032  ___________________________________________________________________
 AA2032* NAD 83(1992)-  33 49 12.19120(N)    086 15 53.60562(W)     ADJUSTED  
 AA2032* NAVD 88     -       191.9    (meters)     630.     (feet)  VERTCON   
 AA2032  ___________________________________________________________________
 AA2032  X           -     345,557.154 (meters)                     COMP
 AA2032  Y           -  -5,293,261.561 (meters)                     COMP
 AA2032  Z           -   3,529,972.208 (meters)                     COMP
 AA2032  LAPLACE CORR-           1.32  (seconds)                    DEFLEC99
 AA2032  ELLIP HEIGHT-         162.79  (meters)          (07/29/02) GPS OBS
 AA2032  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA2032
 AA2032  HORZ ORDER  -  FIRST
 AA2032  ELLP ORDER  -  FOURTH    CLASS I
 AA2032
 AA2032.The horizontal coordinates were established by GPS observations
 AA2032.and adjusted by the National Geodetic Survey in September 1994..
 AA2032
 AA2032.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2032.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2032
 AA2032.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2032
 AA2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2032
 AA2032.The ellipsoidal height was determined by GPS observations
 AA2032.and is referenced to NAD 83.
 AA2032
 AA2032.The geoid height was determined by GEOID03.
 AA2032
 AA2032;                    North         East     Units Scale Factor Converg.
 AA2032;SPC AL E     -   368,228.882   160,048.268   MT  0.99997967   -0 14 24.7
 AA2032;UTM  16      - 3,742,447.024   568,029.300   MT  0.99965705   +0 24 33.0
 AA2032
 AA2032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2032!SPC AL E     -   0.99997444  x   0.99997967  =   0.99995412
 AA2032!UTM  16      -   0.99997444  x   0.99965705  =   0.99963150
 AA2032
 AA2032:                Primary Azimuth Mark                     Grid Az
 AA2032:SPC AL E     -  58 15                                    192 56 26.8
 AA2032:UTM  16      -  58 15                                    192 17 29.1
 AA2032
 AA2032|---------------------------------------------------------------------|
 AA2032| PID    Reference Object                     Distance      Geod. Az  |
 AA2032|                                                           dddmmss.s |
 AA2032| AA2031 58 15                               497.625 METERS 1924202.1 |
 AA2032|---------------------------------------------------------------------|
 AA2032
 AA2032                          SUPERSEDED SURVEY CONTROL
 AA2032
 AA2032  ELLIP H (09/29/94)  162.86   (m)                       GP(       ) 3 2
 AA2032  NGVD 29 (09/29/94)  191.9    (m)          630.     (f) GPS OBS        
 AA2032
 AA2032.Superseded values are not recommended for survey control.
 AA2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2032.See file dsdata.txt to determine how the superseded data were derived.
 AA2032
 AA2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6802942447(NAD 83)
 AA2032_MARKER: DD = SURVEY DISK
 AA2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2032_SP_SET: CONCRETE POST
 AA2032_STAMPING: 58-16 1993
 AA2032_MARK LOGO: ALHD  
 AA2032_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2032+STABILITY: SURFACE MOTION
 AA2032_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2032+SATELLITE: SATELLITE OBSERVATIONS - May 08, 2005
 AA2032
 AA2032  HISTORY     - Date     Condition        Report By
 AA2032  HISTORY     - 1993     MONUMENTED       ALHD
 AA2032  HISTORY     - 20050508 GOOD             GEOCAC
 AA2032
 AA2032                          STATION DESCRIPTION
 AA2032
 AA2032'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2032'THE STATION IS IN ST CLAIR COUNTY IN THE FRONT YARD OF ASHVILLE
 AA2032'ELEMENTARY SCHOOL IN ASHVILLE. TO REACH THE STATION FROM THE JUNCTION
 AA2032'OF U.S. 231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231 AND
 AA2032'MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE SOUTH ON U.S. 231 FOR
 AA2032'1.45 MI (2.33 KM) TO MILEPOST 236.65 AND THE STATION ON THE RIGHT. THE
 AA2032'STATION IS 36.2 FT (11.0 M) SOUTH OF THE CENTER OF A PAVED DRIVE
 AA2032'LEADING TO ASHVILLE ELEMENTARY SCHOOL, 46.6 FT (14.2 M) WEST OF A STOP
 AA2032'SIGN, 60.6 FT (18.5 M) SOUTH OF A DRUG FREE/GUN FREE SCHOOL ZONE SIGN,
 AA2032'73.4 FT (22.4 M) SOUTH-SOUTHWEST OF A YELLOW FIRE HYDRANT, 75.3 FT
 AA2032'(23.0 M) WEST OF THE CENTERLINE OF U.S. 231, 1.7 FT (0.5 M) EAST OF A
 AA2032'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 58-15
 AA2032'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2032
 AA2032                          STATION RECOVERY (2005)
 AA2032
 AA2032'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 AA2032'WITNESS POST IS NOT LONGER VISIBLE. IT HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2033 ***********************************************************************
 AA2033  DESIGNATION -  58 17
 AA2033  PID         -  AA2033
 AA2033  STATE/COUNTY-  AL/ST CLAIR
 AA2033  USGS QUAD   -  SPRINGVILLE (1978)
 AA2033
 AA2033                         *CURRENT SURVEY CONTROL
 AA2033  ___________________________________________________________________
 AA2033* NAD 83(1992)-  33 49 03.04377(N)    086 22 33.53315(W)     ADJUSTED  
 AA2033* NAVD 88     -       191.0    (meters)     627.     (feet)  VERTCON   
 AA2033  ___________________________________________________________________
 AA2033  X           -     335,303.252 (meters)                     COMP
 AA2033  Y           -  -5,294,077.346 (meters)                     COMP
 AA2033  Z           -   3,529,737.498 (meters)                     COMP
 AA2033  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 AA2033  ELLIP HEIGHT-         161.80  (meters)          (07/29/02) GPS OBS
 AA2033  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 AA2033
 AA2033  HORZ ORDER  -  FIRST
 AA2033  ELLP ORDER  -  FOURTH    CLASS I
 AA2033
 AA2033.The horizontal coordinates were established by GPS observations
 AA2033.and adjusted by the National Geodetic Survey in September 1994..
 AA2033
 AA2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2033
 AA2033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2033
 AA2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2033
 AA2033.The ellipsoidal height was determined by GPS observations
 AA2033.and is referenced to NAD 83.
 AA2033
 AA2033.The geoid height was determined by GEOID03.
 AA2033
 AA2033;                    North         East     Units Scale Factor Converg.
 AA2033;SPC AL E     -   367,995.713   149,762.344   MT  0.99999110   -0 18 07.3
 AA2033;UTM  16      - 3,742,097.418   557,750.137   MT  0.99964111   +0 20 50.3
 AA2033
 AA2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2033!SPC AL E     -   0.99997460  x   0.99999110  =   0.99996570
 AA2033!UTM  16      -   0.99997460  x   0.99964111  =   0.99961572
 AA2033
 AA2033:                Primary Azimuth Mark                     Grid Az
 AA2033:SPC AL E     -  58 18                                    043 19 07.6
 AA2033:UTM  16      -  58 18                                    042 40 10.0
 AA2033
 AA2033|---------------------------------------------------------------------|
 AA2033| PID    Reference Object                     Distance      Geod. Az  |
 AA2033|                                                           dddmmss.s |
 AA2033| AA2034 58 18                               432.529 METERS 0430100.3 |
 AA2033|---------------------------------------------------------------------|
 AA2033
 AA2033                          SUPERSEDED SURVEY CONTROL
 AA2033
 AA2033  ELLIP H (09/29/94)  161.87   (m)                       GP(       ) 3 2
 AA2033  NGVD 29 (09/29/94)  190.9    (m)          626.     (f) GPS OBS        
 AA2033
 AA2033.Superseded values are not recommended for survey control.
 AA2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2033.See file dsdata.txt to determine how the superseded data were derived.
 AA2033
 AA2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5775042097(NAD 83)
 AA2033_MARKER: DD = SURVEY DISK
 AA2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2033_SP_SET: CONCRETE POST
 AA2033_STAMPING: 58-17 1993
 AA2033_MARK LOGO: ALHD  
 AA2033_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2033+STABILITY: SURFACE MOTION
 AA2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2033+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2033
 AA2033  HISTORY     - Date     Condition        Report By
 AA2033  HISTORY     - 1993     MONUMENTED       ALHD
 AA2033
 AA2033                          STATION DESCRIPTION
 AA2033
 AA2033'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2033'THE STATION IS IN ST CLAIR COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 AA2033'U.S. 11 ABOUT 7.05 MI (11.35 KM) WEST OF ASHVILLE AND ABOUT 6.45 MI
 AA2033'(10.38 KM) NORTHEAST OF SPRINGVILLE. TO REACH THE STATION FROM THE
 AA2033'JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231
 AA2033'AND MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE NORTHWEST ON U.S.
 AA2033'231 FOR 3.85 MI (6.20 KM) TO MILEPOST 241.95 AND U.S. 11 LEFT AND
 AA2033'RIGHT. TURN LEFT ON U.S. 11 AND DRIVE SOUTHWEST FOR 6.05 MI (9.74 KM)
 AA2033'TO MILEPOST 171.50 AND THE STATION ON THE RIGHT. THE STATION IS 14.0
 AA2033'FT (4.3 M) SOUTHEAST OF A TIN RAIL FENCE ON FOUR BY FOUR WOOD POSTS,
 AA2033'49.2 FT (15.0 M) NORTHWEST OF THE CENTERLINE OF U.S. 11, 78.1 FT (23.8
 AA2033'M) SOUTHWEST OF THE TOP OF THE SOUTH END OF A TWENTY-INCH DRAINAGE
 AA2033'PIPE UNDER A GRAVEL DRIVEWAY, 83.9 FT (25.6 M) SOUTHWEST OF THE CENTER
 AA2033'OF A GRAVEL DRIVEWAY LEADING TO A MOBILE HOME, 101.0 FT (30.8 M)
 AA2033'SOUTHWEST OF THE CENTER OF A CONCRETE WATER METER BOX FLUSH WITH THE
 AA2033'GROUND, 111.9 FT (34.1 M) SOUTHWEST OF A JUNCTION POWER AND CABLE POLE
 AA2033'WITH TWO GUY WIRES, 117.8 FT (35.9 M) NORTHEAST OF THE SOUTHEAST
 AA2033'CORNER OF A TIN RAIL FENCE ON FOUR BY FOUR WOOD POSTS, 14.1 FT (4.3 M)
 AA2033'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2033'STATION 58-18 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2034 ***********************************************************************
 AA2034  DESIGNATION -  58 18
 AA2034  PID         -  AA2034
 AA2034  STATE/COUNTY-  AL/ST CLAIR
 AA2034  USGS QUAD   -  ASHVILLE (1978)
 AA2034
 AA2034                         *CURRENT SURVEY CONTROL
 AA2034  ___________________________________________________________________
 AA2034* NAD 83(1992)-  33 49 13.30770(N)    086 22 22.05888(W)     ADJUSTED  
 AA2034* NAVD 88     -       186.8    (meters)     613.     (feet)  VERTCON   
 AA2034  ___________________________________________________________________
 AA2034  X           -     335,586.401 (meters)                     COMP
 AA2034  Y           -  -5,293,879.582 (meters)                     COMP
 AA2034  Z           -   3,529,997.927 (meters)                     COMP
 AA2034  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 AA2034  ELLIP HEIGHT-         157.65  (meters)          (07/29/02) GPS OBS
 AA2034  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 AA2034
 AA2034  HORZ ORDER  -  FIRST
 AA2034  ELLP ORDER  -  FOURTH    CLASS I
 AA2034
 AA2034.The horizontal coordinates were established by GPS observations
 AA2034.and adjusted by the National Geodetic Survey in September 1994..
 AA2034
 AA2034.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2034.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2034
 AA2034.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2034
 AA2034.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2034
 AA2034.The ellipsoidal height was determined by GPS observations
 AA2034.and is referenced to NAD 83.
 AA2034
 AA2034.The geoid height was determined by GEOID03.
 AA2034
 AA2034;                    North         East     Units Scale Factor Converg.
 AA2034;SPC AL E     -   368,310.396   150,059.080   MT  0.99999073   -0 18 01.0
 AA2034;UTM  16      - 3,742,415.332   558,043.186   MT  0.99964153   +0 20 56.8
 AA2034
 AA2034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2034!SPC AL E     -   0.99997525  x   0.99999073  =   0.99996598
 AA2034!UTM  16      -   0.99997525  x   0.99964153  =   0.99961679
 AA2034
 AA2034:                Primary Azimuth Mark                     Grid Az
 AA2034:SPC AL E     -  58 17                                    223 19 07.7
 AA2034:UTM  16      -  58 17                                    222 40 09.9
 AA2034
 AA2034|---------------------------------------------------------------------|
 AA2034| PID    Reference Object                     Distance      Geod. Az  |
 AA2034|                                                           dddmmss.s |
 AA2034| AA2033 58 17                               432.529 METERS 2230106.7 |
 AA2034|---------------------------------------------------------------------|
 AA2034
 AA2034                          SUPERSEDED SURVEY CONTROL
 AA2034
 AA2034  ELLIP H (09/29/94)  157.71   (m)                       GP(       ) 3 2
 AA2034  NGVD 29 (09/29/94)  186.8    (m)          613.     (f) GPS OBS        
 AA2034
 AA2034.Superseded values are not recommended for survey control.
 AA2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2034.See file dsdata.txt to determine how the superseded data were derived.
 AA2034
 AA2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5804342415(NAD 83)
 AA2034_MARKER: DD = SURVEY DISK
 AA2034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2034_SP_SET: CONCRETE POST
 AA2034_STAMPING: 58-18 1993
 AA2034_MARK LOGO: ALHD  
 AA2034_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2034+STABILITY: SURFACE MOTION
 AA2034_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2034+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2034
 AA2034  HISTORY     - Date     Condition        Report By
 AA2034  HISTORY     - 1993     MONUMENTED       ALHD
 AA2034
 AA2034                          STATION DESCRIPTION
 AA2034
 AA2034'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2034'THE STATION IS IN ST CLAIR COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2034'U.S. 11 ABOUT 6.80 MI (10.94 KM) WEST OF ASHVILLE AND ABOUT 6.70 MI
 AA2034'(10.78 KM) NORTHEAST OF SPRINGVILLE. TO REACH THE STATION FROM THE
 AA2034'JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231
 AA2034'AND MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE NORTHWEST ON U.S.
 AA2034'231 FOR 3.85 MI (6.20 KM) TO MILEPOST 241.95 AND U.S. 11 LEFT AND
 AA2034'RIGHT. TURN LEFT ON U.S. 11 AND DRIVE SOUTHWEST FOR 5.80 MI (9.33 KM)
 AA2034'TO MILEPOST 171.75 AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA2034'(0.9 M) NORTHWEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE
 AA2034'ON RUSTY METAL POSTS, 41.8 FT (12.7 M) SOUTHEAST OF THE CENTERLINE OF
 AA2034'U.S. 11, 76.0 FT (23.2 M) SOUTHWEST OF A JUNCTION POWER AND CABLE POLE
 AA2034'WITH ONE GUY WIRE, 82.8 FT (25.2 M) SOUTHEAST OF A WOOD FENCE ACROSS
 AA2034'THE ROAD, 136.4 FT (41.6 M) SOUTH OF A POWER AND CABLE POLE WITH ONE
 AA2034'GUY WIRE ACROSS THE ROAD, 146.0 FT (44.5 M) SOUTHEAST OF THE SOUTHEAST
 AA2034'RAIL OF A HORSE TRAINING ARENA ACROSS THE ROAD, 161.0 FT (49.1 M)
 AA2034'EAST-NORTHEAST OF A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD, 2.9 FT
 AA2034'(0.9 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2034'GROUND. STATION 58-17 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2035 ***********************************************************************
 AA2035  DESIGNATION -  58 19
 AA2035  PID         -  AA2035
 AA2035  STATE/COUNTY-  AL/ST CLAIR
 AA2035  USGS QUAD   -  OHATCHEE (1949)
 AA2035
 AA2035                         *CURRENT SURVEY CONTROL
 AA2035  ___________________________________________________________________
 AA2035* NAD 83(1992)-  33 46 58.15547(N)    086 03 35.60560(W)     ADJUSTED  
 AA2035* NAVD 88     -       164.4    (meters)     539.     (feet)  VERTCON   
 AA2035  ___________________________________________________________________
 AA2035  X           -     364,650.102 (meters)                     COMP
 AA2035  Y           -  -5,294,260.684 (meters)                     COMP
 AA2035  Z           -   3,526,525.205 (meters)                     COMP
 AA2035  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA2035  ELLIP HEIGHT-         135.42  (meters)          (07/29/02) GPS OBS
 AA2035  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AA2035
 AA2035  HORZ ORDER  -  FIRST
 AA2035  ELLP ORDER  -  FOURTH    CLASS I
 AA2035
 AA2035.The horizontal coordinates were established by GPS observations
 AA2035.and adjusted by the National Geodetic Survey in September 1994..
 AA2035
 AA2035.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2035.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2035
 AA2035.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2035
 AA2035.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2035
 AA2035.The ellipsoidal height was determined by GPS observations
 AA2035.and is referenced to NAD 83.
 AA2035
 AA2035.The geoid height was determined by GEOID03.
 AA2035
 AA2035;                    North         East     Units Scale Factor Converg.
 AA2035;SPC AL E     -   364,038.624   179,017.272   MT  0.99996543   -0 07 33.5
 AA2035;UTM  16      - 3,738,473.098   587,038.900   MT  0.99969339   +0 31 22.0
 AA2035
 AA2035!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2035!SPC AL E     -   0.99997874  x   0.99996543  =   0.99994417
 AA2035!UTM  16      -   0.99997874  x   0.99969339  =   0.99967214
 AA2035
 AA2035:                Primary Azimuth Mark                     Grid Az
 AA2035:SPC AL E     -  58 20                                    094 42 15.0
 AA2035:UTM  16      -  58 20                                    094 03 19.5
 AA2035
 AA2035|---------------------------------------------------------------------|
 AA2035| PID    Reference Object                     Distance      Geod. Az  |
 AA2035|                                                           dddmmss.s |
 AA2035| AA2036 58 20                               438.803 METERS 0943441.5 |
 AA2035|---------------------------------------------------------------------|
 AA2035
 AA2035                          SUPERSEDED SURVEY CONTROL
 AA2035
 AA2035  ELLIP H (09/29/94)  135.48   (m)                       GP(       ) 3 2
 AA2035  NGVD 29 (09/29/94)  164.3    (m)          539.     (f) GPS OBS        
 AA2035
 AA2035.Superseded values are not recommended for survey control.
 AA2035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2035.See file dsdata.txt to determine how the superseded data were derived.
 AA2035
 AA2035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8703938473(NAD 83)
 AA2035_MARKER: DD = SURVEY DISK
 AA2035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2035_SP_SET: CONCRETE POST
 AA2035_STAMPING: 58-19 1993
 AA2035_MARK LOGO: ALHD  
 AA2035_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2035+STABILITY: SURFACE MOTION
 AA2035_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2035+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2035
 AA2035  HISTORY     - Date     Condition        Report By
 AA2035  HISTORY     - 1993     MONUMENTED       ALHD
 AA2035
 AA2035                          STATION DESCRIPTION
 AA2035
 AA2035'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2035'THE STATION IS IN ST CLAIR COUNTY ON THE NORTH RIGHT OF WAY OF AL 144
 AA2035'ABOUT 6.15 MI (9.90 KM) NORTHEAST OF RAGLAND AND ABOUT 11.75 MI (18.91
 AA2035'KM) EAST-SOUTHEAST OF ASHVILLE. TO REACH THE STATION FROM THE JUNCTION
 AA2035'OF AL 144 AND ST CLAIR COUNTY ROAD 26 WEST (MILEPOST 10.26 ON AL 144)
 AA2035'IN RAGLAND, DRIVE EAST AND NORTHEAST ON AL 144 FOR 6.50 MI (10.46 KM)
 AA2035'TO MILEPOST 16.75 AND THE STATION ON THE LEFT AT THE ENTRANCE TO TEN
 AA2035'ISLANDS HISTORIC PARK. THE STATION IS 3.3 FT (1.0 M) NORTHEAST OF A
 AA2035'GUARDRAIL, 6.5 FT (2.0 M) EAST OF THE SOUTH END OF A CHAIN LINK FENCE
 AA2035'GATE AT THE ENTRANCE TO TEN ISLANDS HISTORIC PARK, 13.2 FT (4.0 M)
 AA2035'SOUTH-SOUTHWEST OF THE CENTER OF A PAVED DRIVE LEADING TO TEN ISLANDS
 AA2035'HISTORIC PARK, 15.1 FT (4.6 M) SOUTH OF THE CENTER OF THE CHAIN LINK
 AA2035'GATE, 25.8 FT (7.9 M) NORTH-NORTHWEST OF A SURVEY MARKER SIGN, 28.7 FT
 AA2035'(8.7 M) NORTHWEST OF A STOP SIGN, 32.9 FT (10.0 M) SOUTH OF THE NORTH
 AA2035'END OF A CHAIN LINK FENCE GATE AT THE ENTRANCE TO TEN ISLANDS HISTORIC
 AA2035'PARK, 3.4 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET
 AA2035'FLUSH WITH THE GROUND. STATION 58-20 1993 MAY BE USED AS AN AZIMUTH
 AA2035'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2768 ***********************************************************************
 DH2768  DESIGNATION -  58 2
 DH2768  PID         -  DH2768
 DH2768  STATE/COUNTY-  AL/ST CLAIR
 DH2768  USGS QUAD   -  STEELE (1972)
 DH2768
 DH2768                         *CURRENT SURVEY CONTROL
 DH2768  ___________________________________________________________________
 DH2768* NAD 83(1992)-  33 54 23.64784(N)    086 14 28.93530(W)     ADJUSTED  
 DH2768* NAVD 88     -       177.5    (meters)     582.     (feet)  VERTCON   
 DH2768  ___________________________________________________________________
 DH2768  X           -     347,378.653 (meters)                     COMP
 DH2768  Y           -  -5,287,771.500 (meters)                     COMP
 DH2768  Z           -   3,537,932.861 (meters)                     COMP
 DH2768  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 DH2768  ELLIP HEIGHT-         148.38  (meters)          (07/29/02) GPS OBS
 DH2768  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH2768
 DH2768  HORZ ORDER  -  FIRST
 DH2768  ELLP ORDER  -  FOURTH    CLASS I
 DH2768
 DH2768.The horizontal coordinates were established by GPS observations
 DH2768.and adjusted by the National Geodetic Survey in December 1992..
 DH2768
 DH2768.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2768.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2768
 DH2768.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2768
 DH2768.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2768
 DH2768.The ellipsoidal height was determined by GPS observations
 DH2768.and is referenced to NAD 83.
 DH2768
 DH2768.The geoid height was determined by GEOID03.
 DH2768
 DH2768;                    North         East     Units Scale Factor Converg.
 DH2768;SPC AL E     -   377,816.030   162,263.702   MT  0.99997755   -0 13 39.4
 DH2768;UTM  16      - 3,752,055.618   570,135.140   MT  0.99966064   +0 25 23.6
 DH2768
 DH2768!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2768!SPC AL E     -   0.99997671  x   0.99997755  =   0.99995426
 DH2768!UTM  16      -   0.99997671  x   0.99966064  =   0.99963735
 DH2768
 DH2768                          SUPERSEDED SURVEY CONTROL
 DH2768
 DH2768  ELLIP H (12/04/92)  148.46   (m)                       GP(       ) 4 1
 DH2768  NAD 83(1986)-  33 54 23.65704(N)    086 14 28.93932(W) AD(       ) 1
 DH2768  NGVD 29 (12/04/92)  177.5    (m)          582.     (f) GPS OBS        
 DH2768
 DH2768.Superseded values are not recommended for survey control.
 DH2768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2768.See file dsdata.txt to determine how the superseded data were derived.
 DH2768
 DH2768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7013552056(NAD 83)
 DH2768_MARKER: DD = SURVEY DISK
 DH2768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2768_SP_SET: CONCRETE POST
 DH2768_STAMPING: 58 - 2 1990
 DH2768_MARK LOGO: ALHD  
 DH2768_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2768+STABILITY: SURFACE MOTION
 DH2768_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2768+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2768
 DH2768  HISTORY     - Date     Condition        Report By
 DH2768  HISTORY     - 1990     MONUMENTED       ALHD
 DH2768
 DH2768                          STATION DESCRIPTION
 DH2768
 DH2768'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2768'THE STATION IS LOCATED IN ST CLAIR COUNTY ON THE EAST RIGHT OF WAY OF
 DH2768'U. S. 11, ABOUT 7.89 KM (4.90 MI) NORTH OF ASHVILLE AND ABOUT 5.15 KM
 DH2768'(3.20 MI) SOUTHWEST OF STEELE.
 DH2768'TO REACH THE STATION FROM THE JUNCTION OF U. S. 11 AND U. S. 231 AT
 DH2768'WHITNEY JUNCTION, DRIVE NORTHEAST ON U. S. 11 6.44 KM (4.00 MI) TO
 DH2768'MILE POST 181.60 AND THE STATION ON THE RIGHT.
 DH2768'THE STATION IS 4.42 M (14.50 FT) NORTHEAST OF THE CENTER OF A GRAVEL
 DH2768'DRIVEWAY, 11.95 M (39.21 FT) SOUTHEAST OF THE CENTERLINE OF U. S. 11,
 DH2768'22.65 M (74.31 FT) NORTHEAST OF TRANSFORMER POWER POLE NO. 12626,
 DH2768'26.33 M (86.38 FT) NORTH - NORTHWEST OF THE NORTHWESTR CORNER OF THE
 DH2768'FRONT PORCH OF A BEIGE FRAME HOUSE, 26.67 M (87.50 FT) NORTHWEST OF
 DH2768'THE NORTHWEST CORNER OF THE CARPORT OF A BEIGE FRAME HOUSE, 35.84 M
 DH2768'(117.59 FT) SOUTHWEST OF A FENCE CORNER, AND SET FLUSH WITH THE
 DH2768'GROUND.
 DH2768'STATION 58 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2768'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DH2768'MR. OR MRS. BERLIN HYATT
 DH2768'PHONE 205 - 538 - 6561
 DH2768'NOTE MR. HYATT WORKS SWING SHIFT AND MRS. HYATT DURING THE DAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2036 ***********************************************************************
 AA2036  DESIGNATION -  58 20
 AA2036  PID         -  AA2036
 AA2036  STATE/COUNTY-  AL/ST CLAIR
 AA2036  USGS QUAD   -  OHATCHEE (1949)
 AA2036
 AA2036                         *CURRENT SURVEY CONTROL
 AA2036  ___________________________________________________________________
 AA2036* NAD 83(1992)-  33 46 57.01836(N)    086 03 18.60433(W)     ADJUSTED  
 AA2036* NAVD 88     -       164.4    (meters)     539.     (feet)  VERTCON   
 AA2036  ___________________________________________________________________
 AA2036  X           -     365,087.820 (meters)                     COMP
 AA2036  Y           -  -5,294,250.079 (meters)                     COMP
 AA2036  Z           -   3,526,496.107 (meters)                     COMP
 AA2036  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AA2036  ELLIP HEIGHT-         135.46  (meters)          (07/29/02) GPS OBS
 AA2036  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 AA2036
 AA2036  HORZ ORDER  -  FIRST
 AA2036  ELLP ORDER  -  FOURTH    CLASS I
 AA2036
 AA2036.The horizontal coordinates were established by GPS observations
 AA2036.and adjusted by the National Geodetic Survey in September 1994..
 AA2036
 AA2036.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2036
 AA2036.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2036
 AA2036.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2036
 AA2036.The ellipsoidal height was determined by GPS observations
 AA2036.and is referenced to NAD 83.
 AA2036
 AA2036.The geoid height was determined by GEOID03.
 AA2036
 AA2036;                    North         East     Units Scale Factor Converg.
 AA2036;SPC AL E     -   364,002.639   179,454.582   MT  0.99996520   -0 07 24.1
 AA2036;UTM  16      - 3,738,442.075   587,476.471   MT  0.99969433   +0 31 31.4
 AA2036
 AA2036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2036!SPC AL E     -   0.99997873  x   0.99996520  =   0.99994394
 AA2036!UTM  16      -   0.99997873  x   0.99969433  =   0.99967307
 AA2036
 AA2036:                Primary Azimuth Mark                     Grid Az
 AA2036:SPC AL E     -  58 19                                    274 42 15.1
 AA2036:UTM  16      -  58 19                                    274 03 19.6
 AA2036
 AA2036|---------------------------------------------------------------------|
 AA2036| PID    Reference Object                     Distance      Geod. Az  |
 AA2036|                                                           dddmmss.s |
 AA2036| AA2035 58 19                               438.803 METERS 2743451.0 |
 AA2036|---------------------------------------------------------------------|
 AA2036
 AA2036                          SUPERSEDED SURVEY CONTROL
 AA2036
 AA2036  ELLIP H (09/29/94)  135.52   (m)                       GP(       ) 3 2
 AA2036  NGVD 29 (09/29/94)  164.3    (m)          539.     (f) GPS OBS        
 AA2036
 AA2036.Superseded values are not recommended for survey control.
 AA2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2036.See file dsdata.txt to determine how the superseded data were derived.
 AA2036
 AA2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8747638442(NAD 83)
 AA2036_MARKER: DD = SURVEY DISK
 AA2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2036_SP_SET: CONCRETE POST
 AA2036_STAMPING: 58-20 1993
 AA2036_MARK LOGO: ALHD  
 AA2036_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2036+STABILITY: SURFACE MOTION
 AA2036_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2036+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2036
 AA2036  HISTORY     - Date     Condition        Report By
 AA2036  HISTORY     - 1993     MONUMENTED       ALHD
 AA2036
 AA2036                          STATION DESCRIPTION
 AA2036
 AA2036'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2036'THE STATION IS IN ST CLAIR COUNTY ON THE SOUTH RIGHT OF WAY OF AL 144
 AA2036'ABOUT 6.35 MI (10.22 KM) NORTHEAST OF RAGLAND AND ABOUT 12.05 MI
 AA2036'(19.39 KM) EAST-SOUTHEAST OF ASHVILLE. TO REACH THE STATION FROM THE
 AA2036'JUNCTION OF AL 144 AND ST CLAIR COUNTY ROAD 26 WEST (MILEPOST 10.26 ON
 AA2036'AL 144) IN RAGLAND, DRIVE EAST AND NORTHEAST ON AL 144 FOR 6.80 MI
 AA2036'(10.94 KM) TO MILEPOST 17.05 AND THE STATION ON THE RIGHT. THE STATION
 AA2036'IS 3.0 FT (0.9 M) SOUTHEAST OF THE SOUTH GUARDRAIL ALONG AL 144, 21.8
 AA2036'FT (6.6 M) SOUTHEAST OF THE CENTERLINE OF AL 144, 40.9 FT (12.5 M)
 AA2036'WEST-SOUTHWEST OF THE CENTER OF A PAVED DRIVE LEADING TO A PARKING LOT
 AA2036'BY THE RIVER, 42.3 FT (12.9 M) WEST OF A NO CAMPING SIGN, 44.0 FT
 AA2036'(13.4 M) SOUTH OF A GRAPHIC SLIPPERY WHEN WET SIGN, 56.2 FT (17.1 M)
 AA2036'WEST OF THE CENTER OF A CHAIN LINK GATE LEADING TO A PARKING LOT BY
 AA2036'THE RIVER, 56.4 FT (17.2 M) WEST-SOUTHWEST OF A STOP SIGN, 3.5 FT (1.1
 AA2036'M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2036'GROUND. STATION 58-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2037 ***********************************************************************
 AA2037  DESIGNATION -  58 21
 AA2037  PID         -  AA2037
 AA2037  STATE/COUNTY-  AL/ST CLAIR
 AA2037  USGS QUAD   -  RAGLAND (1972)
 AA2037
 AA2037                         *CURRENT SURVEY CONTROL
 AA2037  ___________________________________________________________________
 AA2037* NAD 83(1992)-  33 42 05.46881(N)    086 12 22.37129(W)     ADJUSTED  
 AA2037* NAVD 88     -       154.3    (meters)     506.     (feet)  VERTCON   
 AA2037  ___________________________________________________________________
 AA2037  X           -     351,459.145 (meters)                     COMP
 AA2037  Y           -  -5,300,164.351 (meters)                     COMP
 AA2037  Z           -   3,519,020.666 (meters)                     COMP
 AA2037  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 AA2037  ELLIP HEIGHT-         125.23  (meters)          (07/29/02) GPS OBS
 AA2037  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AA2037
 AA2037  HORZ ORDER  -  FIRST
 AA2037  ELLP ORDER  -  FOURTH    CLASS I
 AA2037
 AA2037.The horizontal coordinates were established by GPS observations
 AA2037.and adjusted by the National Geodetic Survey in September 1994..
 AA2037
 AA2037.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2037.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2037
 AA2037.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2037
 AA2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2037
 AA2037.The ellipsoidal height was determined by GPS observations
 AA2037.and is referenced to NAD 83.
 AA2037
 AA2037.The geoid height was determined by GEOID03.
 AA2037
 AA2037;                    North         East     Units Scale Factor Converg.
 AA2037;SPC AL E     -   355,060.513   165,432.745   MT  0.99997473   -0 12 24.8
 AA2037;UTM  16      - 3,729,344.561   573,560.700   MT  0.99966671   +0 26 25.7
 AA2037
 AA2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2037!SPC AL E     -   0.99998034  x   0.99997473  =   0.99995507
 AA2037!UTM  16      -   0.99998034  x   0.99966671  =   0.99964706
 AA2037
 AA2037:                Primary Azimuth Mark                     Grid Az
 AA2037:SPC AL E     -  58 22                                    055 32 54.0
 AA2037:UTM  16      -  58 22                                    054 54 03.5
 AA2037
 AA2037|---------------------------------------------------------------------|
 AA2037| PID    Reference Object                     Distance      Geod. Az  |
 AA2037|                                                           dddmmss.s |
 AA2037| AA2038 58 22                               493.868 METERS 0552029.2 |
 AA2037|---------------------------------------------------------------------|
 AA2037
 AA2037                          SUPERSEDED SURVEY CONTROL
 AA2037
 AA2037  ELLIP H (09/29/94)  125.30   (m)                       GP(       ) 3 2
 AA2037  NGVD 29 (09/29/94)  154.2    (m)          506.     (f) GPS OBS        
 AA2037
 AA2037.Superseded values are not recommended for survey control.
 AA2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2037.See file dsdata.txt to determine how the superseded data were derived.
 AA2037
 AA2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7356129345(NAD 83)
 AA2037_MARKER: DD = SURVEY DISK
 AA2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2037_SP_SET: CONCRETE POST
 AA2037_STAMPING: 58-21 1993
 AA2037_MARK LOGO: ALHD  
 AA2037_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2037+STABILITY: SURFACE MOTION
 AA2037_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2037+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2037
 AA2037  HISTORY     - Date     Condition        Report By
 AA2037  HISTORY     - 1993     MONUMENTED       ALHD
 AA2037
 AA2037                          STATION DESCRIPTION
 AA2037
 AA2037'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2037'THE STATION IS IN ST CLAIR COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL
 AA2037'144 ABOUT 3.70 MI (5.95 KM) SOUTHWEST OF RAGLAND AND ABOUT 9.60 MI
 AA2037'(15.45 KM) SOUTH-SOUTHEAST OF ASHVILLE. TO REACH THE STATION FROM THE
 AA2037'CENTER OF THE U.S. 231 OVERPASS OVER U.S. 78 (MILEPOST 219.77 ON U.S.
 AA2037'231 AND MILEPOST 138.00 ON U.S. 78) IN PELL CITY, DRIVE NORTH ON U.S.
 AA2037'231 FOR 4.85 MI (7.81 KM) TO MILEPOST 224.59 AND AL 144 RIGHT. TURN
 AA2037'RIGHT ON AL 144 AND DRIVE NORTHEAST FOR 5.25 MI (8.45 KM) TO MILEPOST
 AA2037'5.25 AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2037'SOUTHEAST OF A PLASTIC WHITE BOARD FENCE, 25.5 FT (7.8 M)
 AA2037'WEST-SOUTHWEST OF THE CENTER OF A PLASTIC WATER METER BOX FLUSH WITH
 AA2037'THE GROUND, 56.4 FT (17.2 M) NORTHWEST OF THE CENTERLINE OF AL 144,
 AA2037'63.4 FT (19.3 M) SOUTHWEST OF A RITTER FARMS SIGN, 127.0 FT (38.7 M)
 AA2037'NORTHEAST OF A FIRE HYDRANT, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE
 AA2037'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 58-22 1993 MAY BE
 AA2037'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2038 ***********************************************************************
 AA2038  DESIGNATION -  58 22
 AA2038  PID         -  AA2038
 AA2038  STATE/COUNTY-  AL/ST CLAIR
 AA2038  USGS QUAD   -  RAGLAND (1972)
 AA2038
 AA2038                         *CURRENT SURVEY CONTROL
 AA2038  ___________________________________________________________________
 AA2038* NAD 83(1992)-  33 42 14.58416(N)    086 12 06.59589(W)     ADJUSTED  
 AA2038* NAVD 88     -       149.0    (meters)     489.     (feet)  VERTCON   
 AA2038  ___________________________________________________________________
 AA2038  X           -     351,853.895 (meters)                     COMP
 AA2038  Y           -  -5,299,977.599 (meters)                     COMP
 AA2038  Z           -   3,519,251.401 (meters)                     COMP
 AA2038  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 AA2038  ELLIP HEIGHT-         119.98  (meters)          (07/29/02) GPS OBS
 AA2038  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AA2038
 AA2038  HORZ ORDER  -  FIRST
 AA2038  ELLP ORDER  -  FOURTH    CLASS I
 AA2038
 AA2038.The horizontal coordinates were established by GPS observations
 AA2038.and adjusted by the National Geodetic Survey in September 1994..
 AA2038
 AA2038.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2038
 AA2038.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2038
 AA2038.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2038
 AA2038.The ellipsoidal height was determined by GPS observations
 AA2038.and is referenced to NAD 83.
 AA2038
 AA2038.The geoid height was determined by GEOID03.
 AA2038
 AA2038;                    North         East     Units Scale Factor Converg.
 AA2038;SPC AL E     -   355,339.892   165,839.980   MT  0.99997438   -0 12 16.1
 AA2038;UTM  16      - 3,729,628.437   573,964.628   MT  0.99966744   +0 26 34.5
 AA2038
 AA2038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2038!SPC AL E     -   0.99998116  x   0.99997438  =   0.99995555
 AA2038!UTM  16      -   0.99998116  x   0.99966744  =   0.99964861
 AA2038
 AA2038:                Primary Azimuth Mark                     Grid Az
 AA2038:SPC AL E     -  58 21                                    235 32 54.0
 AA2038:UTM  16      -  58 21                                    234 54 03.4
 AA2038
 AA2038|---------------------------------------------------------------------|
 AA2038| PID    Reference Object                     Distance      Geod. Az  |
 AA2038|                                                           dddmmss.s |
 AA2038| AA2037 58 21                               493.868 METERS 2352037.9 |
 AA2038|---------------------------------------------------------------------|
 AA2038
 AA2038                          SUPERSEDED SURVEY CONTROL
 AA2038
 AA2038  ELLIP H (09/29/94)  120.05   (m)                       GP(       ) 3 2
 AA2038  NGVD 29 (09/29/94)  149.0    (m)          489.     (f) GPS OBS        
 AA2038
 AA2038.Superseded values are not recommended for survey control.
 AA2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2038.See file dsdata.txt to determine how the superseded data were derived.
 AA2038
 AA2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7396529628(NAD 83)
 AA2038_MARKER: DD = SURVEY DISK
 AA2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2038_SP_SET: CONCRETE POST
 AA2038_STAMPING: 58-22 1993
 AA2038_MARK LOGO: ALHD  
 AA2038_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2038+STABILITY: SURFACE MOTION
 AA2038_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2038+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2038
 AA2038  HISTORY     - Date     Condition        Report By
 AA2038  HISTORY     - 1993     MONUMENTED       ALHD
 AA2038
 AA2038                          STATION DESCRIPTION
 AA2038
 AA2038'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2038'THE STATION IS IN ST CLAIR COUNTY 0N THE NORTHWEST RIGHT OF WAY OF AL
 AA2038'144 ABOUT 3.45 MI (5.55 KM) SOUTHWEST OF RAGLAND AND ABOUT 9.55 MI
 AA2038'(15.37 KM) SOUTH-SOUTHEAST OF ASHVILLE. TO REACH THE STATION FROM THE
 AA2038'CENTER OF THE U.S. 231 OVERPASS OVER U.S. 78 (MILEPOST 219.77 ON U.S.
 AA2038'231 AND MILEPOST 138.00 ON U.S. 78) IN PELL CITY, DRIVE NORTH ON U.S.
 AA2038'231 FOR 4.85 MI (7.81 KM) TO MILEPOST 224.59 AND AL 144 RIGHT. TURN
 AA2038'RIGHT ON AL 144 AND DRIVE NORTHEAST FOR 5.55 MI (8.93 KM) TO MILEPOST
 AA2038'5.55 AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2038'SOUTH-SOUTHEAST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA2038'OLD WOOD POSTS AND GREY METAL POSTS WITH RED TOPS, 59.4 FT (18.1 M)
 AA2038'NORTH-NORTHWEST OF THE CENTERLINE OF AL 144, 132.0 FT (40.2 M)
 AA2038'EAST-NORTHEAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE, 148.1 FT
 AA2038'(45.1 M) EAST-NORTHEAST OF THE EAST POST OF A METAL GATE LEADING TO AN
 AA2038'EQUIPMENT SHED, 159.7 FT (48.7 M) EAST-NORTHEAST OF THE WEST POST OF A
 AA2038'METAL GATE LEADING TO AN EQUIPMENT SHED, 162.5 FT (49.5 M)
 AA2038'EAST-NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO AN
 AA2038'EQUIPMENT SHED, 170.0 FT (51.8 M) EAST-NORTHEAST OF THE SOUTHEAST
 AA2038'FENCE CORNER OF A PLASTIC WHITE BOARD FENCE, 2.3 FT (0.7 M) SOUTHEAST
 AA2038'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA2038'58-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2039 ***********************************************************************
 AA2039  DESIGNATION -  58 23
 AA2039  PID         -  AA2039
 AA2039  STATE/COUNTY-  AL/ST CLAIR
 AA2039  USGS QUAD   -  WATTSVILLE (1972)
 AA2039
 AA2039                         *CURRENT SURVEY CONTROL
 AA2039  ___________________________________________________________________
 AA2039* NAD 83(1992)-  33 43 30.22790(N)    086 20 57.35930(W)     ADJUSTED  
 AA2039* NAVD 88     -       214.2    (meters)     703.     (feet)  VERTCON   
 AA2039  ___________________________________________________________________
 AA2039  X           -     338,135.842 (meters)                     COMP
 AA2039  Y           -  -5,299,628.397 (meters)                     COMP
 AA2039  Z           -   3,521,226.169 (meters)                     COMP
 AA2039  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA2039  ELLIP HEIGHT-         185.00  (meters)          (07/29/02) GPS OBS
 AA2039  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AA2039
 AA2039  HORZ ORDER  -  FIRST
 AA2039  ELLP ORDER  -  FOURTH    CLASS I
 AA2039
 AA2039.The horizontal coordinates were established by GPS observations
 AA2039.and adjusted by the National Geodetic Survey in September 1994..
 AA2039
 AA2039.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2039
 AA2039.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2039
 AA2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2039
 AA2039.The ellipsoidal height was determined by GPS observations
 AA2039.and is referenced to NAD 83.
 AA2039
 AA2039.The geoid height was determined by GEOID03.
 AA2039
 AA2039;                    North         East     Units Scale Factor Converg.
 AA2039;SPC AL E     -   357,728.981   152,184.278   MT  0.99998818   -0 17 11.2
 AA2039;UTM  16      - 3,731,862.306   560,287.245   MT  0.99964481   +0 21 40.7
 AA2039
 AA2039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2039!SPC AL E     -   0.99997096  x   0.99998818  =   0.99995914
 AA2039!UTM  16      -   0.99997096  x   0.99964481  =   0.99961578
 AA2039
 AA2039                          SUPERSEDED SURVEY CONTROL
 AA2039
 AA2039  ELLIP H (09/29/94)  185.07   (m)                       GP(       ) 3 2
 AA2039  NGVD 29 (09/29/94)  214.1    (m)          702.     (f) GPS OBS        
 AA2039
 AA2039.Superseded values are not recommended for survey control.
 AA2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2039.See file dsdata.txt to determine how the superseded data were derived.
 AA2039
 AA2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6028731862(NAD 83)
 AA2039_MARKER: DD = SURVEY DISK
 AA2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2039_SP_SET: CONCRETE POST
 AA2039_STAMPING: 58-23 1993
 AA2039_MARK LOGO: ALHD  
 AA2039_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2039+STABILITY: SURFACE MOTION
 AA2039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2039+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2039
 AA2039  HISTORY     - Date     Condition        Report By
 AA2039  HISTORY     - 1993     MONUMENTED       ALHD
 AA2039
 AA2039                          STATION DESCRIPTION
 AA2039
 AA2039'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2039'THE STATION IS IN ST CLAIR COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2039'U.S. 411 ABOUT 9.40 MI (15.13 KM) SOUTHWEST OF ASHVILLE AND ABOUT 3.75
 AA2039'MI (6.03 KM) NORTHEAST OF ODENVILLE. TO REACH THE STATION FROM THE
 AA2039'JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231
 AA2039'AND MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE SOUTH ON U.S. 231
 AA2039'AND U.S. 411 FOR 4.20 MI (6.76 KM) TO A PAVED CROSSROADS WITH ST CLAIR
 AA2039'COUNTY ROAD 33 LEFT, U.S. 231 STRAIGHT AHEAD, AND U.S. 411 RIGHT. TURN
 AA2039'RIGHT ON U.S. 411 AND DRIVE SOUTHWEST FOR 5.80 MI (9.33 KM) TO
 AA2039'MILEPOST 186.60 AND THE STATION ON THE LEFT. THE STATION IS 6.4 FT
 AA2039'(2.0 M) WEST OF THE SOUTHWEST CORNER OF AN INFANT HEADSTONE, 7.2 FT
 AA2039'(2.2 M) NORTHWEST OF THE NORTHWEST CORNER OF A SIMMONS HEADSTONE, 9.7
 AA2039'FT (3.0 M) NORTHWEST OF THE SOUTHWEST CORNER OF A SIMMONS HEADSTONE,
 AA2039'40.9 FT (12.5 M) SOUTH-SOUTHWEST OF A TELEPHONE CABLE POLE, 46.2 FT
 AA2039'(14.1 M) NORTHEAST OF THE NORTHEAST CORNER OF A COLLEY HEADSTONE, 1.7
 AA2039'FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA2039'THE GROUND. STATION 58-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2039'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2040 ***********************************************************************
 AA2040  DESIGNATION -  58 24
 AA2040  PID         -  AA2040
 AA2040  STATE/COUNTY-  AL/ST CLAIR
 AA2040  USGS QUAD   -  WATTSVILLE (1972)
 AA2040
 AA2040                         *CURRENT SURVEY CONTROL
 AA2040  ___________________________________________________________________
 AA2040* NAD 83(1992)-  33 43 43.23128(N)    086 20 41.92077(W)     ADJUSTED  
 AA2040* NAVD 88     -       212.6    (meters)     698.     (feet)  VERTCON   
 AA2040  ___________________________________________________________________
 AA2040  X           -     338,518.243 (meters)                     COMP
 AA2040  Y           -  -5,299,379.751 (meters)                     COMP
 AA2040  Z           -   3,521,558.505 (meters)                     COMP
 AA2040  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AA2040  ELLIP HEIGHT-         183.41  (meters)          (07/29/02) GPS OBS
 AA2040  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AA2040
 AA2040  HORZ ORDER  -  FIRST
 AA2040  ELLP ORDER  -  FOURTH    CLASS I
 AA2040
 AA2040.The horizontal coordinates were established by GPS observations
 AA2040.and adjusted by the National Geodetic Survey in September 1994..
 AA2040
 AA2040.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2040.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2040
 AA2040.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2040
 AA2040.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2040
 AA2040.The ellipsoidal height was determined by GPS observations
 AA2040.and is referenced to NAD 83.
 AA2040
 AA2040.The geoid height was determined by GEOID03.
 AA2040
 AA2040;                    North         East     Units Scale Factor Converg.
 AA2040;SPC AL E     -   358,127.632   152,583.717   MT  0.99998771   -0 17 02.8
 AA2040;UTM  16      - 3,732,265.309   560,682.016   MT  0.99964539   +0 21 49.4
 AA2040
 AA2040!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2040!SPC AL E     -   0.99997121  x   0.99998771  =   0.99995892
 AA2040!UTM  16      -   0.99997121  x   0.99964539  =   0.99961661
 AA2040
 AA2040                          SUPERSEDED SURVEY CONTROL
 AA2040
 AA2040  ELLIP H (09/29/94)  183.48   (m)                       GP(       ) 3 2
 AA2040  NGVD 29 (09/29/94)  212.5    (m)          697.     (f) GPS OBS        
 AA2040
 AA2040.Superseded values are not recommended for survey control.
 AA2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2040.See file dsdata.txt to determine how the superseded data were derived.
 AA2040
 AA2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6068232265(NAD 83)
 AA2040_MARKER: DD = SURVEY DISK
 AA2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2040_SP_SET: CONCRETE POST
 AA2040_STAMPING: 58-24 1993
 AA2040_MARK LOGO: ALHD  
 AA2040_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2040+STABILITY: SURFACE MOTION
 AA2040_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2040+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2040
 AA2040  HISTORY     - Date     Condition        Report By
 AA2040  HISTORY     - 1993     MONUMENTED       ALHD
 AA2040
 AA2040                          STATION DESCRIPTION
 AA2040
 AA2040'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2040'THE STATION IS IN ST CLAIR COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2040'U.S. 411 ABOUT 9.05 MI (14.56 KM) SOUTHWEST OF ASHVILLE AND ABOUT 4.10
 AA2040'MI (6.60 KM) NORTHEAST OF ODENVILLE. TO REACH THE STATION FROM THE
 AA2040'JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231
 AA2040'AND MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE SOUTH ON U.S. 231
 AA2040'AND U.S. 411 FOR 4.20 MI (6.76 KM) TO A PAVED CROSSROADS WITH ST CLAIR
 AA2040'COUNTY ROAD 33 LEFT, U.S. 231 STRAIGHT AHEAD, AND U.S. 411 RIGHT. TURN
 AA2040'RIGHT ON U.S. 411 AND DRIVE SOUTHWEST FOR 5.45 MI (8.77 KM) TO
 AA2040'MILEPOST 186.95 AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA2040'(0.9 M) SOUTHEAST OF A TWO STRAND BARBED WIRE FENCE ON OLD WOOD POSTS,
 AA2040'47.6 FT (14.5 M) NORTHWEST OF THE CENTERLINE OF U.S. 411, 128.9 FT
 AA2040'(39.3 M) SOUTH-SOUTHWEST OF A COUNTY ROAD 22 EAST SIGN, 135.0 FT (41.1
 AA2040'M) EAST-NORTHEAST OF THE CENTER OF A PAVED DRIVE ACROSS THE ROAD,
 AA2040'152.2 FT (46.4 M) EAST-NORTHEAST OF TWO LARGE METAL MAILBOXES ON A
 AA2040'FOUR BY FOUR WOOD POST ACROSS THE ROAD, 3.4 FT (1.0 M) NORTHWEST OF A
 AA2040'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 58-23
 AA2040'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2041 ***********************************************************************
 AA2041  DESIGNATION -  58 25
 AA2041  PID         -  AA2041
 AA2041  STATE/COUNTY-  AL/ST CLAIR
 AA2041  USGS QUAD   -  ODENVILLE (1972)
 AA2041
 AA2041                         *CURRENT SURVEY CONTROL
 AA2041  ___________________________________________________________________
 AA2041* NAD 83(1992)-  33 39 39.27371(N)    086 25 48.06003(W)     ADJUSTED  
 AA2041* NAVD 88     -       230.9    (meters)     758.     (feet)  VERTCON   
 AA2041  ___________________________________________________________________
 AA2041  X           -     330,913.110 (meters)                     COMP
 AA2041  Y           -  -5,304,053.426 (meters)                     COMP
 AA2041  Z           -   3,515,314.790 (meters)                     COMP
 AA2041  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AA2041  ELLIP HEIGHT-         201.70  (meters)          (07/29/02) GPS OBS
 AA2041  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AA2041
 AA2041  HORZ ORDER  -  FIRST
 AA2041  ELLP ORDER  -  FOURTH    CLASS I
 AA2041
 AA2041.The horizontal coordinates were established by GPS observations
 AA2041.and adjusted by the National Geodetic Survey in September 1994..
 AA2041
 AA2041.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2041.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2041
 AA2041.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2041
 AA2041.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2041
 AA2041.The ellipsoidal height was determined by GPS observations
 AA2041.and is referenced to NAD 83.
 AA2041
 AA2041.The geoid height was determined by GEOID03.
 AA2041
 AA2041;                    North         East     Units Scale Factor Converg.
 AA2041;SPC AL E     -   350,653.708   144,659.293   MT  0.99999774   -0 19 50.6
 AA2041;UTM  16      - 3,724,705.014   552,845.291   MT  0.99963443   +0 18 57.4
 AA2041
 AA2041!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2041!SPC AL E     -   0.99996834  x   0.99999774  =   0.99996608
 AA2041!UTM  16      -   0.99996834  x   0.99963443  =   0.99960278
 AA2041
 AA2041:                Primary Azimuth Mark                     Grid Az
 AA2041:SPC AL E     -  58 26                                    057 12 34.7
 AA2041:UTM  16      -  58 26                                    056 33 46.7
 AA2041
 AA2041|---------------------------------------------------------------------|
 AA2041| PID    Reference Object                     Distance      Geod. Az  |
 AA2041|                                                           dddmmss.s |
 AA2041| AA2042 58 26                               465.034 METERS 0565244.1 |
 AA2041|---------------------------------------------------------------------|
 AA2041
 AA2041                          SUPERSEDED SURVEY CONTROL
 AA2041
 AA2041  ELLIP H (09/29/94)  201.76   (m)                       GP(       ) 3 2
 AA2041  NGVD 29 (09/29/94)  230.8    (m)          757.     (f) GPS OBS        
 AA2041
 AA2041.Superseded values are not recommended for survey control.
 AA2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2041.See file dsdata.txt to determine how the superseded data were derived.
 AA2041
 AA2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5284524705(NAD 83)
 AA2041_MARKER: DD = SURVEY DISK
 AA2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2041_SP_SET: CONCRETE POST
 AA2041_STAMPING: 58-25 1993
 AA2041_MARK LOGO: ALHD  
 AA2041_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2041+STABILITY: SURFACE MOTION
 AA2041_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2041+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2041
 AA2041  HISTORY     - Date     Condition        Report By
 AA2041  HISTORY     - 1993     MONUMENTED       ALHD
 AA2041
 AA2041                          STATION DESCRIPTION
 AA2041
 AA2041'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2041'THE STATION IS IN ST CLAIR COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 AA2041'U.S. 411 IN ODENVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA2041'231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231 AND MILEPOST
 AA2041'196.59 ON U.S. 411) IN ASHVILLE, DRIVE SOUTH ON U.S. 231 AND U.S. 411
 AA2041'FOR 4.20 MI (6.76 KM) TO A PAVED CROSSROADS WITH ST CLAIR COUNTY ROAD
 AA2041'33 LEFT, U.S. 231 STRAIGHT AHEAD, AND U.S. 411 RIGHT. TURN RIGHT ON
 AA2041'U.S. 411 AND DRIVE SOUTHWEST FOR 12.35 MI (19.87 KM) TO MILEPOST
 AA2041'180.05 AND THE STATION ON THE RIGHT. THE STATION IS 17.7 FT (5.4 M)
 AA2041'SOUTHEAST OF THE SOUTH POST OF AN ANDERSON MOUNTAIN ACRES SIGN, 25.9
 AA2041'FT (7.9 M) SOUTHEAST OF THE NORTH POST OF AN ANDERSON MOUNTAIN ACRES
 AA2041'SIGN, 36.0 FT (11.0 M) NORTH-NORTHEAST OF THE NORTH POST OF AN ADOPT A
 AA2041'MILE SIGN, 37.0 FT (11.3 M) NORTH-NORTHEAST OF THE SOUTH POST OF AN
 AA2041'ADOPT A MILE SIGN, 40.3 FT (12.3 M) NORTHWEST OF THE CENTERLINE OF
 AA2041'U.S. 411, 54.6 FT (16.6 M) NORTH-NORTHWEST OF THE CENTER OF A CONCRETE
 AA2041'DRIVEWAY ACROSS THE ROAD, 58.8 FT (17.9 M) WEST-SOUTHWEST OF A METAL
 AA2041'MAILBOX ON A RED FOUR BY FOUR WOOD POST (SCHLAFER), 1.9 FT (0.6 M)
 AA2041'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2041'STATION 58-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2042 ***********************************************************************
 AA2042  DESIGNATION -  58 26
 AA2042  PID         -  AA2042
 AA2042  STATE/COUNTY-  AL/ST CLAIR
 AA2042  USGS QUAD   -  ODENVILLE (1972)
 AA2042
 AA2042                         *CURRENT SURVEY CONTROL
 AA2042  ___________________________________________________________________
 AA2042* NAD 83(1992)-  33 39 47.52073(N)    086 25 32.94262(W)     ADJUSTED  
 AA2042* NAVD 88     -       223.7    (meters)     734.     (feet)  VERTCON   
 AA2042  ___________________________________________________________________
 AA2042  X           -     331,292.699 (meters)                     COMP
 AA2042  Y           -  -5,303,882.665 (meters)                     COMP
 AA2042  Z           -   3,515,522.330 (meters)                     COMP
 AA2042  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 AA2042  ELLIP HEIGHT-         194.57  (meters)          (07/29/02) GPS OBS
 AA2042  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AA2042
 AA2042  HORZ ORDER  -  FIRST
 AA2042  ELLP ORDER  -  FOURTH    CLASS I
 AA2042
 AA2042.The horizontal coordinates were established by GPS observations
 AA2042.and adjusted by the National Geodetic Survey in September 1994..
 AA2042
 AA2042.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2042.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2042
 AA2042.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2042
 AA2042.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2042
 AA2042.The ellipsoidal height was determined by GPS observations
 AA2042.and is referenced to NAD 83.
 AA2042
 AA2042.The geoid height was determined by GEOID03.
 AA2042
 AA2042;                    North         East     Units Scale Factor Converg.
 AA2042;SPC AL E     -   350,905.554   145,050.226   MT  0.99999721   -0 19 42.3
 AA2042;UTM  16      - 3,724,961.163   553,233.216   MT  0.99963493   +0 19 05.8
 AA2042
 AA2042!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2042!SPC AL E     -   0.99996946  x   0.99999721  =   0.99996667
 AA2042!UTM  16      -   0.99996946  x   0.99963493  =   0.99960440
 AA2042
 AA2042:                Primary Azimuth Mark                     Grid Az
 AA2042:SPC AL E     -  58 25                                    237 12 34.8
 AA2042:UTM  16      -  58 25                                    236 33 46.7
 AA2042
 AA2042|---------------------------------------------------------------------|
 AA2042| PID    Reference Object                     Distance      Geod. Az  |
 AA2042|                                                           dddmmss.s |
 AA2042| AA2041 58 25                               465.034 METERS 2365252.5 |
 AA2042|---------------------------------------------------------------------|
 AA2042
 AA2042                          SUPERSEDED SURVEY CONTROL
 AA2042
 AA2042  ELLIP H (09/29/94)  194.64   (m)                       GP(       ) 3 2
 AA2042  NGVD 29 (09/29/94)  223.7    (m)          734.     (f) GPS OBS        
 AA2042
 AA2042.Superseded values are not recommended for survey control.
 AA2042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2042.See file dsdata.txt to determine how the superseded data were derived.
 AA2042
 AA2042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5323324961(NAD 83)
 AA2042_MARKER: DD = SURVEY DISK
 AA2042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2042_SP_SET: CONCRETE POST
 AA2042_STAMPING: 58-26 1993
 AA2042_MARK LOGO: ALHD  
 AA2042_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2042+STABILITY: SURFACE MOTION
 AA2042_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2042+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2042
 AA2042  HISTORY     - Date     Condition        Report By
 AA2042  HISTORY     - 1993     MONUMENTED       ALHD
 AA2042
 AA2042                          STATION DESCRIPTION
 AA2042
 AA2042'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2042'THE STATION IS IN ST CLAIR COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 AA2042'U.S. 411 IN ODENVILLE. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA2042'231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231 AND MILEPOST
 AA2042'196.59 ON U.S. 411) IN ASHVILLE, DRIVE SOUTH ON U.S. 231 AND U.S. 411
 AA2042'FOR 4.20 MI (6.76 KM) TO A PAVED CROSSROADS WITH ST CLAIR COUNTY ROAD
 AA2042'33 LEFT, U.S. 231 STRAIGHT AHEAD, AND U.S. 411 RIGHT. TURN RIGHT ON
 AA2042'U.S. 411 AND DRIVE SOUTHWEST FOR 12.05 MI (19.39 KM) TO MILEPOST
 AA2042'180.35 AND THE STATION ON THE RIGHT. THE STATION IS 15.6 FT (4.8 M)
 AA2042'EAST-NORTHEAST OF THE CENTER OF A PAVED DRIVE LEADING TO A BRICK HOME,
 AA2042'30.8 FT (9.4 M) NORTHWEST OF A WOODEN MAILBOX ON A WOOD POST, 47.3 FT
 AA2042'(14.4 M) NORTHWEST OF THE CENTERLINE OF U.S. 411, 56.3 FT (17.2 M)
 AA2042'EAST-NORTHEAST OF A POWER AND CABLE POLE, 56.4 FT (17.2 M)
 AA2042'EAST-NORTHEAST OF A TELEPHONE CABLE PEDESTAL, 1.8 FT (0.5 M) SOUTHEAST
 AA2042'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA2042'58-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2043 ***********************************************************************
 AA2043  DESIGNATION -  58 27
 AA2043  PID         -  AA2043
 AA2043  STATE/COUNTY-  AL/ST CLAIR
 AA2043  USGS QUAD   -  PELL CITY (1972)
 AA2043
 AA2043                         *CURRENT SURVEY CONTROL
 AA2043  ___________________________________________________________________
 AA2043* NAD 83(1992)-  33 35 42.03528(N)    086 22 00.33035(W)     ADJUSTED  
 AA2043* NAVD 88     -       234.7    (meters)     770.     (feet)  VERTCON   
 AA2043  ___________________________________________________________________
 AA2043  X           -     337,025.649 (meters)                     COMP
 AA2043  Y           -  -5,307,727.935 (meters)                     COMP
 AA2043  Z           -   3,509,230.651 (meters)                     COMP
 AA2043  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 AA2043  ELLIP HEIGHT-         205.58  (meters)          (07/29/02) GPS OBS
 AA2043  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA2043
 AA2043  HORZ ORDER  -  FIRST
 AA2043  ELLP ORDER  -  FOURTH    CLASS I
 AA2043
 AA2043.The horizontal coordinates were established by GPS observations
 AA2043.and adjusted by the National Geodetic Survey in September 1994..
 AA2043
 AA2043.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2043.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2043
 AA2043.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2043
 AA2043.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2043
 AA2043.The ellipsoidal height was determined by GPS observations
 AA2043.and is referenced to NAD 83.
 AA2043
 AA2043.The geoid height was determined by GEOID03.
 AA2043
 AA2043;                    North         East     Units Scale Factor Converg.
 AA2043;SPC AL E     -   343,312.509   150,488.702   MT  0.99999021   -0 17 42.6
 AA2043;UTM  16      - 3,717,432.604   558,755.011   MT  0.99964256   +0 21 01.4
 AA2043
 AA2043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2043!SPC AL E     -   0.99996773  x   0.99999021  =   0.99995794
 AA2043!UTM  16      -   0.99996773  x   0.99964256  =   0.99961030
 AA2043
 AA2043                          SUPERSEDED SURVEY CONTROL
 AA2043
 AA2043  ELLIP H (09/29/94)  205.65   (m)                       GP(       ) 3 2
 AA2043  NGVD 29 (09/29/94)  234.7    (m)          770.     (f) GPS OBS        
 AA2043
 AA2043.Superseded values are not recommended for survey control.
 AA2043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2043.See file dsdata.txt to determine how the superseded data were derived.
 AA2043
 AA2043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5875517433(NAD 83)
 AA2043_MARKER: DD = SURVEY DISK
 AA2043_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2043_SP_SET: CONCRETE POST
 AA2043_STAMPING: 58-27 1993
 AA2043_MARK LOGO: ALHD  
 AA2043_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2043_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2043+STABILITY: SURFACE MOTION
 AA2043_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2043+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2043
 AA2043  HISTORY     - Date     Condition        Report By
 AA2043  HISTORY     - 1993     MONUMENTED       ALHD
 AA2043
 AA2043                          STATION DESCRIPTION
 AA2043
 AA2043'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2043'THE STATION IS IN ST CLAIR COUNTY IN THE NORTHEAST QUADRANT OF EXIT
 AA2043'153 ON I-20 ABOUT 4.70 MI (7.56 KM) WEST OF PELL CITY AND ABOUT 6.40
 AA2043'MI (10.30 KM) SOUTH OF ODENVILLE. TO REACH THE STATION FROM THE CENTER
 AA2043'OF THE OVERPASS OF EXIT 153 ON I-20, DRIVE NORTHEAST ON A PAVED COUNTY
 AA2043'ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT IN THE
 AA2043'NORTHEAST QUADRANT OF EXIT 153. THE STATION IS 76.9 FT (23.4 M) SOUTH
 AA2043'OF THE CENTER OF THE OFF RAMP OF THE WEST BOUND LANES OF I-20, 111.8
 AA2043'FT (34.1 M) SOUTH OF A STOP SIGN AND DO NOT ENTER SIGN, 124.0 FT (37.8
 AA2043'M) SOUTHWEST OF THE SOUTH LEG OF A DIRECTIONAL SIGN FOR U.S. 78 WEST
 AA2043'AND CHULA VISTA, 127.8 FT (39.0 M) SOUTHWEST OF THE NORTH LEG OF A
 AA2043'DIRECTIONAL SIGN FOR U.S. 78 WEST AND CHULA VISTA, 155.4 FT (47.4 M)
 AA2043'SOUTHEAST OF A ONE WAY AND DO NOT ENTER SIGN, 2.3 FT (0.7 M) NORTHWEST
 AA2043'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA2043'58-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2044 ***********************************************************************
 AA2044  DESIGNATION -  58 28
 AA2044  PID         -  AA2044
 AA2044  STATE/COUNTY-  AL/ST CLAIR
 AA2044  USGS QUAD   -  PELL CITY (1972)
 AA2044
 AA2044                         *CURRENT SURVEY CONTROL
 AA2044  ___________________________________________________________________
 AA2044* NAD 83(1992)-  33 35 38.71943(N)    086 21 40.44906(W)     ADJUSTED  
 AA2044* NAVD 88     -       200.4    (meters)     657.     (feet)  VERTCON   
 AA2044  ___________________________________________________________________
 AA2044  X           -     337,539.018 (meters)                     COMP
 AA2044  Y           -  -5,307,723.309 (meters)                     COMP
 AA2044  Z           -   3,509,126.562 (meters)                     COMP
 AA2044  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 AA2044  ELLIP HEIGHT-         171.26  (meters)          (07/29/02) GPS OBS
 AA2044  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA2044
 AA2044  HORZ ORDER  -  FIRST
 AA2044  ELLP ORDER  -  FOURTH    CLASS I
 AA2044
 AA2044.The horizontal coordinates were established by GPS observations
 AA2044.and adjusted by the National Geodetic Survey in September 1994..
 AA2044
 AA2044.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2044.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2044
 AA2044.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2044
 AA2044.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2044
 AA2044.The ellipsoidal height was determined by GPS observations
 AA2044.and is referenced to NAD 83.
 AA2044
 AA2044.The geoid height was determined by GEOID03.
 AA2044
 AA2044;                    North         East     Units Scale Factor Converg.
 AA2044;SPC AL E     -   343,207.724   151,000.780   MT  0.99998959   -0 17 31.6
 AA2044;UTM  16      - 3,717,333.629   559,268.059   MT  0.99964330   +0 21 12.4
 AA2044
 AA2044!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2044!SPC AL E     -   0.99997311  x   0.99998959  =   0.99996270
 AA2044!UTM  16      -   0.99997311  x   0.99964330  =   0.99961642
 AA2044
 AA2044                          SUPERSEDED SURVEY CONTROL
 AA2044
 AA2044  ELLIP H (09/29/94)  171.33   (m)                       GP(       ) 3 2
 AA2044  NGVD 29 (09/29/94)  200.3    (m)          657.     (f) GPS OBS        
 AA2044
 AA2044.Superseded values are not recommended for survey control.
 AA2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2044.See file dsdata.txt to determine how the superseded data were derived.
 AA2044
 AA2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5926817334(NAD 83)
 AA2044_MARKER: DD = SURVEY DISK
 AA2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2044_SP_SET: CONCRETE POST
 AA2044_STAMPING: 58-28 1993
 AA2044_MARK LOGO: ALHD  
 AA2044_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2044+STABILITY: SURFACE MOTION
 AA2044_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2044+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2044
 AA2044  HISTORY     - Date     Condition        Report By
 AA2044  HISTORY     - 1993     MONUMENTED       ALHD
 AA2044
 AA2044                          STATION DESCRIPTION
 AA2044
 AA2044'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2044'THE STATION IS IN ST CLAIR COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA2044'COUNTY ROAD ABOUT 4.40 MI (7.08 KM) WEST OF PELL CITY AND ABOUT 6.55
 AA2044'MI (10.54 KM) SOUTH OF ODENVILLE. TO REACH THE STATION FROM THE CENTER
 AA2044'OF THE OVERPASS OF EXIT 153 ON I-20, DRIVE SOUTHWEST ON U.S. 78 FOR
 AA2044'0.10 MI (0.16 KM) TO A PAVED COUNTY ROAD LEFT. TURN LEFT ON THE PAVED
 AA2044'COUNTY ROAD AND DRIVE EAST FOR 0.50 MI (0.80 KM) TO THE STATION ON THE
 AA2044'LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH TWO
 AA2044'STRANDS OF BARBED WIRE ON METAL POSTS, 19.4 FT (5.9 M) NORTH OF THE
 AA2044'CENTER OF A PAVED COUNTY ROAD, 113.8 FT (34.7 M) WEST OF THE CENTER OF
 AA2044'A GRAVEL DRIVEWAY ACROSS THE ROAD, 133.3 FT (40.6 M) WEST OF A METAL
 AA2044'MAILBOX ON A BLACK METAL POST ACROSS THE ROAD, 3.3 FT (1.0 M) SOUTH OF
 AA2044'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 58-27
 AA2044'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2045 ***********************************************************************
 AA2045  DESIGNATION -  58 29
 AA2045  PID         -  AA2045
 AA2045  STATE/COUNTY-  AL/ST CLAIR
 AA2045  USGS QUAD   -  WATTSVILLE (1972)
 AA2045
 AA2045                         *CURRENT SURVEY CONTROL
 AA2045  ___________________________________________________________________
 AA2045* NAD 83(1992)-  33 37 43.20800(N)    086 15 02.65445(W)     ADJUSTED  
 AA2045* NAVD 88     -       177.0    (meters)     581.     (feet)  VERTCON   
 AA2045  ___________________________________________________________________
 AA2045  X           -     347,634.555 (meters)                     COMP
 AA2045  Y           -  -5,304,924.450 (meters)                     COMP
 AA2045  Z           -   3,512,307.969 (meters)                     COMP
 AA2045  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AA2045  ELLIP HEIGHT-         147.96  (meters)          (07/29/02) GPS OBS
 AA2045  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 AA2045
 AA2045  HORZ ORDER  -  FIRST
 AA2045  ELLP ORDER  -  FOURTH    CLASS I
 AA2045
 AA2045.The horizontal coordinates were established by GPS observations
 AA2045.and adjusted by the National Geodetic Survey in September 1994..
 AA2045
 AA2045.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2045
 AA2045.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2045
 AA2045.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2045
 AA2045.The ellipsoidal height was determined by GPS observations
 AA2045.and is referenced to NAD 83.
 AA2045
 AA2045.The geoid height was determined by GEOID03.
 AA2045
 AA2045;                    North         East     Units Scale Factor Converg.
 AA2045;SPC AL E     -   346,996.266   161,272.653   MT  0.99997848   -0 13 52.2
 AA2045;UTM  16      - 3,721,236.413   569,493.175   MT  0.99965954   +0 24 53.9
 AA2045
 AA2045!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2045!SPC AL E     -   0.99997677  x   0.99997848  =   0.99995525
 AA2045!UTM  16      -   0.99997677  x   0.99965954  =   0.99963632
 AA2045
 AA2045:                Primary Azimuth Mark                     Grid Az
 AA2045:SPC AL E     -  58 30                                    028 59 40.7
 AA2045:UTM  16      -  58 30                                    028 20 54.6
 AA2045
 AA2045|---------------------------------------------------------------------|
 AA2045| PID    Reference Object                     Distance      Geod. Az  |
 AA2045|                                                           dddmmss.s |
 AA2045| AA2046 58 30                               457.893 METERS 0284548.5 |
 AA2045|---------------------------------------------------------------------|
 AA2045
 AA2045                          SUPERSEDED SURVEY CONTROL
 AA2045
 AA2045  ELLIP H (09/29/94)  148.03   (m)                       GP(       ) 3 2
 AA2045  NGVD 29 (09/29/94)  176.9    (m)          580.     (f) GPS OBS        
 AA2045
 AA2045.Superseded values are not recommended for survey control.
 AA2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2045.See file dsdata.txt to determine how the superseded data were derived.
 AA2045
 AA2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6949321236(NAD 83)
 AA2045_MARKER: DD = SURVEY DISK
 AA2045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2045_SP_SET: CONCRETE POST
 AA2045_STAMPING: 58-29 1993
 AA2045_MARK LOGO: ALHD  
 AA2045_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2045+STABILITY: SURFACE MOTION
 AA2045_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2045+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2045
 AA2045  HISTORY     - Date     Condition        Report By
 AA2045  HISTORY     - 1993     MONUMENTED       ALHD
 AA2045
 AA2045                          STATION DESCRIPTION
 AA2045
 AA2045'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2045'THE STATION IS IN ST CLAIR COUNTY ON THE EAST RIGHT OF WAY OF A PAVED
 AA2045'COUNTY ROAD ABOUT 3.50 MI (5.63 KM) NORTH-NORTHEAST OF PELL CITY AND
 AA2045'ABOUT 9.55 MI (15.37 KM) SOUTHWEST OF RAGLAND. TO REACH THE STATION
 AA2045'FROM THE CENTER OF THE U.S. 231 OVERPASS OVER U.S. 78 (MILEPOST 219.77
 AA2045'ON U.S. 231 AND MILEPOST 138.00 ON U.S. 78) IN PELL CITY, DRIVE NORTH
 AA2045'ON U.S. 231 FOR 0.15 MI (0.24 KM) TO MILEPOST 219.90 AND A PAVED
 AA2045'COUNTY ROAD RIGHT AT A RED LIGHT IN PELL CITY. TURN RIGHT ON THE PAVED
 AA2045'COUNTY ROAD AND DRIVE NORTHEAST FOR 2.75 MI (4.43 KM) TO A
 AA2045'Y-INTERSECTION WITH ST CLAIR COUNTY ROAD 45 BEARING LEFT AND A PAVED
 AA2045'COUNTY ROAD BEARING RIGHT. BEAR RIGHT ON THE PAVED COUNTY ROAD AND
 AA2045'DRIVE NORTH FOR 0.60 MI (0.97 KM) TO THE STATION ON THE RIGHT. THE
 AA2045'STATION IS 35.2 FT (10.7 M) EAST-SOUTHEAST OF THE CENTERLINE OF THE
 AA2045'PAVED COUNTY ROAD, 90.0 FT (27.4 M) SOUTH-SOUTHWEST OF THE CENTER OF A
 AA2045'GRAVEL DRIVEWAY LEADING TO A WOOD FRAME HOUSE, 94.1 FT (28.7 M) SOUTH
 AA2045'OF A BLACK METAL MAILBOX ON A METAL POST, 1.8 FT (0.5 M) NORTHWEST OF
 AA2045'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 58-30
 AA2045'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2781 ***********************************************************************
 DH2781  DESIGNATION -  58 3
 DH2781  PID         -  DH2781
 DH2781  STATE/COUNTY-  AL/ST CLAIR
 DH2781  USGS QUAD   -  PELL CITY (1972)
 DH2781
 DH2781                         *CURRENT SURVEY CONTROL
 DH2781  ___________________________________________________________________
 DH2781* NAD 83(1992)-  33 30 01.88623(N)    086 18 59.24515(W)     ADJUSTED  
 DH2781* NAVD 88     -       147.5    (meters)     484.     (feet)  VERTCON   
 DH2781  ___________________________________________________________________
 DH2781  X           -     342,052.729 (meters)                     COMP
 DH2781  Y           -  -5,313,137.159 (meters)                     COMP
 DH2781  Z           -   3,500,448.092 (meters)                     COMP
 DH2781  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DH2781  ELLIP HEIGHT-         118.39  (meters)          (07/29/02) GPS OBS
 DH2781  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH2781
 DH2781  HORZ ORDER  -  FIRST
 DH2781  ELLP ORDER  -  FOURTH    CLASS I
 DH2781
 DH2781.The horizontal coordinates were established by GPS observations
 DH2781.and adjusted by the National Geodetic Survey in December 1992..
 DH2781
 DH2781.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2781.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2781
 DH2781.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2781
 DH2781.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2781
 DH2781.The ellipsoidal height was determined by GPS observations
 DH2781.and is referenced to NAD 83.
 DH2781
 DH2781.The geoid height was determined by GEOID03.
 DH2781
 DH2781;                    North         East     Units Scale Factor Converg.
 DH2781;SPC AL E     -   332,810.038   155,108.778   MT  0.99998484   -0 15 60.0
 DH2781;UTM  16      - 3,706,986.354   563,491.360   MT  0.99964970   +0 22 38.2
 DH2781
 DH2781!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2781!SPC AL E     -   0.99998141  x   0.99998484  =   0.99996625
 DH2781!UTM  16      -   0.99998141  x   0.99964970  =   0.99963112
 DH2781
 DH2781:                Primary Azimuth Mark                     Grid Az
 DH2781:SPC AL E     -  58 4                                     038 54 30.2
 DH2781:UTM  16      -  58 4                                     038 15 52.0
 DH2781
 DH2781|---------------------------------------------------------------------|
 DH2781| PID    Reference Object                     Distance      Geod. Az  |
 DH2781|                                                           dddmmss.s |
 DH2781| DH2782 58 4                                APPROX. 0.5 KM 0383830.2 |
 DH2781|---------------------------------------------------------------------|
 DH2781
 DH2781                          SUPERSEDED SURVEY CONTROL
 DH2781
 DH2781  ELLIP H (12/04/92)  118.46   (m)                       GP(       ) 4 1
 DH2781  NAD 83(1986)-  33 30 01.89520(N)    086 18 59.24776(W) AD(       ) 1
 DH2781  NGVD 29 (12/04/92)  147.4    (m)          484.     (f) GPS OBS        
 DH2781
 DH2781.Superseded values are not recommended for survey control.
 DH2781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2781.See file dsdata.txt to determine how the superseded data were derived.
 DH2781
 DH2781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6349106986(NAD 83)
 DH2781_MARKER: DD = SURVEY DISK
 DH2781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2781_SP_SET: CONCRETE POST
 DH2781_STAMPING: 58 - 3 1990
 DH2781_MARK LOGO: ALHD  
 DH2781_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2781+STABILITY: SURFACE MOTION
 DH2781_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2781+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2781
 DH2781  HISTORY     - Date     Condition        Report By
 DH2781  HISTORY     - 1990     MONUMENTED       ALHD
 DH2781
 DH2781                          STATION DESCRIPTION
 DH2781
 DH2781'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2781'THE STATION IS LOCATED IN ST CLAIR COUNTY ON THE SOUTHEAST RIGHT OF
 DH2781'WAY OF U. S. 231, ABOUT 9.98 KM (6.20 MI) SOUTH - SOUTHWEST OF PELL
 DH2781'CITY AND ABOUT 19.31 KM (12.00 MI) SOUTHEAST OF MOODY.
 DH2781'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 AND ALA 34 SOUTH,
 DH2781'MILE POST 217.65 ON U. S. 231, IN PELL CITY, DRIVE SOUTHWEST ON U. S.
 DH2781'231 7.89 KM (4.90 MI) TO MILE POST 212.75 AND THE STATION ON THE LEFT
 DH2781'BETWEEN OLD U. S. 231 AND NEW U. S. 231.
 DH2781'THE STATION IS 5.55 M (18.21 FT) NORTHWEST OF THE CENTER OF OLD U. S.
 DH2781'231, 15.06 M (49.41 FT) SOUTHEAST OF THE CENTERLINE OF NEW U. S. 231,
 DH2781'35.91 M (117.81 FT) NORTH - NORTHEAST OF TELEPHONE CABLE PEDESTAL NO.
 DH2781'24, 49.07 M (160.99 FT) NORTHEAST OF AN ANGLE POWER POLE WHERE THE
 DH2781'POWER LINE CROSSES U. S. 231, 0.78 M (2.56 FT) NORTHWEST OF A
 DH2781'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 DH2781'STATION 58 - 4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2046 ***********************************************************************
 AA2046  DESIGNATION -  58 30
 AA2046  PID         -  AA2046
 AA2046  STATE/COUNTY-  AL/ST CLAIR
 AA2046  USGS QUAD   -  RAGLAND (1972)
 AA2046
 AA2046                         *CURRENT SURVEY CONTROL
 AA2046  ___________________________________________________________________
 AA2046* NAD 83(1992)-  33 37 56.23603(N)    086 14 54.10519(W)     ADJUSTED  
 AA2046* NAVD 88     -       173.1    (meters)     568.     (feet)  VERTCON   
 AA2046  ___________________________________________________________________
 AA2046  X           -     347,839.673 (meters)                     COMP
 AA2046  Y           -  -5,304,684.937 (meters)                     COMP
 AA2046  Z           -   3,512,640.010 (meters)                     COMP
 AA2046  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 AA2046  ELLIP HEIGHT-         144.03  (meters)          (07/29/02) GPS OBS
 AA2046  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 AA2046
 AA2046  HORZ ORDER  -  FIRST
 AA2046  ELLP ORDER  -  FOURTH    CLASS I
 AA2046
 AA2046.The horizontal coordinates were established by GPS observations
 AA2046.and adjusted by the National Geodetic Survey in September 1994..
 AA2046
 AA2046.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2046.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2046
 AA2046.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2046
 AA2046.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2046
 AA2046.The ellipsoidal height was determined by GPS observations
 AA2046.and is referenced to NAD 83.
 AA2046
 AA2046.The geoid height was determined by GEOID03.
 AA2046
 AA2046;                    North         East     Units Scale Factor Converg.
 AA2046;SPC AL E     -   347,396.761   161,494.602   MT  0.99997827   -0 13 47.5
 AA2046;UTM  16      - 3,721,639.257   569,710.524   MT  0.99965991   +0 24 58.7
 AA2046
 AA2046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2046!SPC AL E     -   0.99997739  x   0.99997827  =   0.99995566
 AA2046!UTM  16      -   0.99997739  x   0.99965991  =   0.99963731
 AA2046
 AA2046:                Primary Azimuth Mark                     Grid Az
 AA2046:SPC AL E     -  58 29                                    208 59 40.7
 AA2046:UTM  16      -  58 29                                    208 20 54.5
 AA2046
 AA2046|---------------------------------------------------------------------|
 AA2046| PID    Reference Object                     Distance      Geod. Az  |
 AA2046|                                                           dddmmss.s |
 AA2046| AA2045 58 29                               457.893 METERS 2084553.2 |
 AA2046|---------------------------------------------------------------------|
 AA2046
 AA2046                          SUPERSEDED SURVEY CONTROL
 AA2046
 AA2046  ELLIP H (09/29/94)  144.09   (m)                       GP(       ) 3 2
 AA2046  NGVD 29 (09/29/94)  173.0    (m)          568.     (f) GPS OBS        
 AA2046
 AA2046.Superseded values are not recommended for survey control.
 AA2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2046.See file dsdata.txt to determine how the superseded data were derived.
 AA2046
 AA2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6971121639(NAD 83)
 AA2046_MARKER: DD = SURVEY DISK
 AA2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2046_SP_SET: CONCRETE POST
 AA2046_STAMPING: 58-30 1993
 AA2046_MARK LOGO: ALHD  
 AA2046_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2046+STABILITY: SURFACE MOTION
 AA2046_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2046+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2046
 AA2046  HISTORY     - Date     Condition        Report By
 AA2046  HISTORY     - 1993     MONUMENTED       ALHD
 AA2046
 AA2046                          STATION DESCRIPTION
 AA2046
 AA2046'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2046'THE STATION IS IN ST CLAIR COUNTY ON THE NORTHWEST RIGHT OF WAY OF A
 AA2046'PAVED COUNTY ROAD ABOUT 3.85 MI (6.20 KM) NORTH-NORTHEAST OF PELL CITY
 AA2046'AND ABOUT 9.20 MI (14.81 KM) SOUTHWEST OF RAGLAND. TO REACH THE
 AA2046'STATION FROM THE CENTER OF THE U.S. 231 OVERPASS OVER U.S. 78
 AA2046'(MILEPOST 219.77 ON U.S. 231 AND MILEPOST 138.00 ON U.S. 78) IN PELL
 AA2046'CITY, DRIVE NORTH ON U.S. 231 FOR 0.15 MI (0.24 KM) TO MILEPOST 219.90
 AA2046'AND A PAVED COUNTY ROAD AT A RED LIGHT IN PELL CITY. TURN RIGHT ON THE
 AA2046'PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 2.75 MI (4.43 KM) TO A
 AA2046'Y-INTERSECTION WITH ST CLAIR COUNTY ROAD 45 BEARING LEFT AND A PAVED
 AA2046'COUNTY ROAD BEARING RIGHT. BEAR RIGHT ON THE PAVED COUNTY ROAD AND
 AA2046'DRIVE NORTH AND NORTHEAST FOR 0.90 MI (1.45 KM) TO THE STATION ON THE
 AA2046'LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A FIVE STRAND BARBED
 AA2046'WIRE FENCE ON METAL POSTS, 30.2 FT (9.2 M) NORTHWEST OF THE CENTERLINE
 AA2046'OF THE PAVED COUNTY ROAD, 61.7 FT (18.8 M) WEST-SOUTHWEST OF THE
 AA2046'CENTER OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 63.0 FT (19.2 M) WEST OF
 AA2046'A TELEPHONE CABLE POLE ACROSS THE ROAD, 65.7 FT (20.0 M) SOUTHWEST OF
 AA2046'THE SOUTHWEST POST OF A METAL GATE LEADING INTO A SMALL FIELD, 79.0 FT
 AA2046'(24.1 M) SOUTHWEST OF THE NORTHEAST POST OF A METAL GATE LEADING INTO
 AA2046'A SMALL FIELD, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST
 AA2046'AND SET FLUSH WITH THE GROUND. STATION 58-29 1993 MAY BE USED AS AN
 AA2046'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2047 ***********************************************************************
 AA2047  DESIGNATION -  58 31
 AA2047  PID         -  AA2047
 AA2047  STATE/COUNTY-  AL/ST CLAIR
 AA2047  USGS QUAD   -  COOKS SPRINGS (1972)
 AA2047
 AA2047                         *CURRENT SURVEY CONTROL
 AA2047  ___________________________________________________________________
 AA2047* NAD 83(1992)-  33 36 07.24431(N)    086 28 42.50196(W)     ADJUSTED  
 AA2047* NAVD 88     -       211.5    (meters)     694.     (feet)  VERTCON   
 AA2047  ___________________________________________________________________
 AA2047  X           -     326,648.510 (meters)                     COMP
 AA2047  Y           -  -5,307,926.681 (meters)                     COMP
 AA2047  Z           -   3,509,864.755 (meters)                     COMP
 AA2047  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AA2047  ELLIP HEIGHT-         182.37  (meters)          (07/29/02) GPS OBS
 AA2047  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AA2047
 AA2047  HORZ ORDER  -  FIRST
 AA2047  ELLP ORDER  -  FOURTH    CLASS I
 AA2047
 AA2047.The horizontal coordinates were established by GPS observations
 AA2047.and adjusted by the National Geodetic Survey in September 1994..
 AA2047
 AA2047.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2047.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2047
 AA2047.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2047
 AA2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2047
 AA2047.The ellipsoidal height was determined by GPS observations
 AA2047.and is referenced to NAD 83.
 AA2047
 AA2047.The geoid height was determined by GEOID03.
 AA2047
 AA2047;                    North         East     Units Scale Factor Converg.
 AA2047;SPC AL E     -   344,148.193   140,124.315   MT  1.00000418   -0 21 25.4
 AA2047;UTM  16      - 3,718,151.190   548,385.616   MT  0.99962886   +0 17 19.1
 AA2047
 AA2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2047!SPC AL E     -   0.99997137  x   1.00000418  =   0.99997555
 AA2047!UTM  16      -   0.99997137  x   0.99962886  =   0.99960024
 AA2047
 AA2047:                Primary Azimuth Mark                     Grid Az
 AA2047:SPC AL E     -  58 32                                    044 24 12.0
 AA2047:UTM  16      -  58 32                                    043 45 27.5
 AA2047
 AA2047|---------------------------------------------------------------------|
 AA2047| PID    Reference Object                     Distance      Geod. Az  |
 AA2047|                                                           dddmmss.s |
 AA2047| AA2048 58 32                               434.124 METERS 0440246.6 |
 AA2047|---------------------------------------------------------------------|
 AA2047
 AA2047                          SUPERSEDED SURVEY CONTROL
 AA2047
 AA2047  ELLIP H (09/29/94)  182.44   (m)                       GP(       ) 3 2
 AA2047  NGVD 29 (09/29/94)  211.5    (m)          694.     (f) GPS OBS        
 AA2047
 AA2047.Superseded values are not recommended for survey control.
 AA2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2047.See file dsdata.txt to determine how the superseded data were derived.
 AA2047
 AA2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4838618151(NAD 83)
 AA2047_MARKER: DD = SURVEY DISK
 AA2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2047_SP_SET: CONCRETE POST
 AA2047_STAMPING: 58-31 1993
 AA2047_MARK LOGO: ALHD  
 AA2047_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2047+STABILITY: SURFACE MOTION
 AA2047_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2047+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2047
 AA2047  HISTORY     - Date     Condition        Report By
 AA2047  HISTORY     - 1993     MONUMENTED       ALHD
 AA2047
 AA2047                          STATION DESCRIPTION
 AA2047
 AA2047'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2047'THE STATION IS IN ST CLAIR COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2047'U.S. 411 ABOUT 1.25 MI (2.01 KM) NORTHEAST OF MOODY AND ABOUT 7.45 MI
 AA2047'(11.99 KM) SOUTHWEST OF ODENVILLE. TO REACH THE STATION FROM THE
 AA2047'JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231
 AA2047'AND MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE SOUTH ON U.S. 231
 AA2047'AND U.S. 411 FOR 4.20 MI. TO A PAVED CROSSROADS WITH ST CLAIR COUNTY
 AA2047'ROAD 33 LEFT, U.S. 231 STRAIGHT AHEAD, AND U.S. 411 RIGHT. TURN RIGHT
 AA2047'ON U.S. 411 AND DRIVE SOUTHWEST FOR 17.25 MI (27.76 KM) TO MILEPOST
 AA2047'175.15 AND THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2047'NORTHWEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON OLD
 AA2047'WOOD POSTS AND TREATED WOOD POSTS, 49.3 FT (15.0 M) SOUTHEAST OF THE
 AA2047'CENTERLINE OF U.S. 411, 104.5 FT (31.9 M) SOUTH-SOUTHEAST OF A
 AA2047'TELEPHONE CABLE POLE ACROSS THE ROAD, 120.3 FT (36.7 M) EAST OF A FIRE
 AA2047'HYDRANT ACROSS THE ROAD, 120.4 FT (36.7 M) NORTHEAST OF A POWER POLE,
 AA2047'2.9 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA2047'WITH THE GROUND. STATION 58-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2047'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2048 ***********************************************************************
 AA2048  DESIGNATION -  58 32
 AA2048  PID         -  AA2048
 AA2048  STATE/COUNTY-  AL/ST CLAIR
 AA2048  USGS QUAD   -  COOKS SPRINGS (1972)
 AA2048
 AA2048                         *CURRENT SURVEY CONTROL
 AA2048  ___________________________________________________________________
 AA2048* NAD 83(1992)-  33 36 17.37208(N)    086 28 30.79473(W)     ADJUSTED  
 AA2048* NAVD 88     -       214.2    (meters)     703.     (feet)  VERTCON   
 AA2048  ___________________________________________________________________
 AA2048  X           -     326,939.297 (meters)                     COMP
 AA2048  Y           -  -5,307,737.981 (meters)                     COMP
 AA2048  Z           -   3,510,126.130 (meters)                     COMP
 AA2048  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AA2048  ELLIP HEIGHT-         185.04  (meters)          (07/29/02) GPS OBS
 AA2048  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 AA2048
 AA2048  HORZ ORDER  -  FIRST
 AA2048  ELLP ORDER  -  FOURTH    CLASS I
 AA2048
 AA2048.The horizontal coordinates were established by GPS observations
 AA2048.and adjusted by the National Geodetic Survey in September 1994..
 AA2048
 AA2048.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2048.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2048
 AA2048.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2048
 AA2048.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2048
 AA2048.The ellipsoidal height was determined by GPS observations
 AA2048.and is referenced to NAD 83.
 AA2048
 AA2048.The geoid height was determined by GEOID03.
 AA2048
 AA2048;                    North         East     Units Scale Factor Converg.
 AA2048;SPC AL E     -   344,458.347   140,428.075   MT  1.00000373   -0 21 19.0
 AA2048;UTM  16      - 3,718,464.630   548,685.749   MT  0.99962922   +0 17 25.6
 AA2048
 AA2048!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2048!SPC AL E     -   0.99997095  x   1.00000373  =   0.99997468
 AA2048!UTM  16      -   0.99997095  x   0.99962922  =   0.99960018
 AA2048
 AA2048:                Primary Azimuth Mark                     Grid Az
 AA2048:SPC AL E     -  58 31                                    224 24 12.1
 AA2048:UTM  16      -  58 31                                    223 45 27.5
 AA2048
 AA2048|---------------------------------------------------------------------|
 AA2048| PID    Reference Object                     Distance      Geod. Az  |
 AA2048|                                                           dddmmss.s |
 AA2048| AA2047 58 31                               434.124 METERS 2240253.1 |
 AA2048|---------------------------------------------------------------------|
 AA2048
 AA2048                          SUPERSEDED SURVEY CONTROL
 AA2048
 AA2048  ELLIP H (09/29/94)  185.11   (m)                       GP(       ) 3 2
 AA2048  NGVD 29 (09/29/94)  214.2    (m)          703.     (f) GPS OBS        
 AA2048
 AA2048.Superseded values are not recommended for survey control.
 AA2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2048.See file dsdata.txt to determine how the superseded data were derived.
 AA2048
 AA2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4868618465(NAD 83)
 AA2048_MARKER: DD = SURVEY DISK
 AA2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2048_SP_SET: CONCRETE POST
 AA2048_STAMPING: 58-32 1993
 AA2048_MARK LOGO: ALHD  
 AA2048_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2048+STABILITY: SURFACE MOTION
 AA2048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2048+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2048
 AA2048  HISTORY     - Date     Condition        Report By
 AA2048  HISTORY     - 1993     MONUMENTED       ALHD
 AA2048
 AA2048                          STATION DESCRIPTION
 AA2048
 AA2048'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2048'THE STATION IS IN ST CLAIR COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 AA2048'U.S. 411 ABOUT 1.50 MI (2.41 KM) NORTHEAST OF MOODY AND ABOUT 7.20 MI
 AA2048'(11.59 KM) SOUTHWEST OF ODENVILLE. TO REACH THE STATION FROM THE
 AA2048'JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231
 AA2048'AND MILEPOST 196.59 ON U.S. 411) IN ASHVILLE, DRIVE SOUTH ON U.S. 231
 AA2048'AND U.S. 411 FOR 4.20 MI (6.76 KM) TO A PAVED CROSSROADS WITH ST CLAIR
 AA2048'COUNTY ROAD 33 LEFT, U.S. 231 STRAIGHT AHEAD, AND U.S. 411 RIGHT. TURN
 AA2048'RIGHT ON U.S. 411 AND DRIVE SOUTHWEST FOR 17.00 MI (27.36 KM) TO
 AA2048'MILEPOST 175.40 AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT
 AA2048'(0.9 M) SOUTHEAST OF A WOOD BOARD FENCE WITH FOUR STRANDS OF BARBED
 AA2048'WIRE, 49.2 FT (15.0 M) NORTHWEST OF THE CENTERLINE OF U.S. 411, 56.8
 AA2048'FT (17.3 M) SOUTHWEST OF A TELEPHONE CABLE PEDESTAL (T 080), 75.7 FT
 AA2048'(23.1 M) NORTHEAST OF A TELEPHONE CABLE POLE, 2.9 FT (0.9 M) SOUTHEAST
 AA2048'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA2048'58-31 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2049 ***********************************************************************
 AA2049  DESIGNATION -  58 33
 AA2049  PID         -  AA2049
 AA2049  STATE/COUNTY-  AL/ST CLAIR
 AA2049  USGS QUAD   -  COOKS SPRINGS (1972)
 AA2049
 AA2049                         *CURRENT SURVEY CONTROL
 AA2049  ___________________________________________________________________
 AA2049* NAD 83(1992)-  33 30 42.34724(N)    086 25 31.09864(W)     ADJUSTED  
 AA2049* NAVD 88     -       163.9    (meters)     538.     (feet)  VERTCON   
 AA2049  ___________________________________________________________________
 AA2049  X           -     331,916.382 (meters)                     COMP
 AA2049  Y           -  -5,313,104.219 (meters)                     COMP
 AA2049  Z           -   3,501,496.594 (meters)                     COMP
 AA2049  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AA2049  ELLIP HEIGHT-         134.79  (meters)          (07/29/02) GPS OBS
 AA2049  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA2049
 AA2049  HORZ ORDER  -  FIRST
 AA2049  ELLP ORDER  -  FOURTH    CLASS I
 AA2049
 AA2049.The horizontal coordinates were established by GPS observations
 AA2049.and adjusted by the National Geodetic Survey in September 1994..
 AA2049
 AA2049.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2049.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2049
 AA2049.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2049
 AA2049.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2049
 AA2049.The ellipsoidal height was determined by GPS observations
 AA2049.and is referenced to NAD 83.
 AA2049
 AA2049.The geoid height was determined by GEOID03.
 AA2049
 AA2049;                    North         East     Units Scale Factor Converg.
 AA2049;SPC AL E     -   334,108.966   145,001.726   MT  0.99999728   -0 19 36.6
 AA2049;UTM  16      - 3,708,171.178   553,373.875   MT  0.99963512   +0 19 02.3
 AA2049
 AA2049!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2049!SPC AL E     -   0.99997884  x   0.99999728  =   0.99997612
 AA2049!UTM  16      -   0.99997884  x   0.99963512  =   0.99961397
 AA2049
 AA2049|---------------------------------------------------------------------|
 AA2049| PID    Reference Object                     Distance      Geod. Az  |
 AA2049|                                                           dddmmss.s |
 AA2049| AA2050 58 34                               384.722 METERS 04833     |
 AA2049|---------------------------------------------------------------------|
 AA2049
 AA2049                          SUPERSEDED SURVEY CONTROL
 AA2049
 AA2049  ELLIP H (09/29/94)  134.86   (m)                       GP(       ) 3 2
 AA2049  NGVD 29 (09/29/94)  163.9    (m)          538.     (f) GPS OBS        
 AA2049
 AA2049.Superseded values are not recommended for survey control.
 AA2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2049.See file dsdata.txt to determine how the superseded data were derived.
 AA2049
 AA2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5337408171(NAD 83)
 AA2049_MARKER: DD = SURVEY DISK
 AA2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2049_SP_SET: CONCRETE POST
 AA2049_STAMPING: 58-33 1993
 AA2049_MARK LOGO: ALHD  
 AA2049_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2049+STABILITY: SURFACE MOTION
 AA2049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2049+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2049
 AA2049  HISTORY     - Date     Condition        Report By
 AA2049  HISTORY     - 1993     MONUMENTED       ALHD
 AA2049
 AA2049                          STATION DESCRIPTION
 AA2049
 AA2049'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2049'THE STATION IS IN ST CLAIR COUNTY ON THE SOUTHEAST RIGHT OF WAY OF ST
 AA2049'CLAIR COUNTY ROAD 27 ABOUT 9.55 MI (15.37 KM) SOUTHWEST OF PELL CITY
 AA2049'AND ABOUT 12.10 MI (19.47 KM) SOUTH OF ODENVILLE. TO REACH THE STATION
 AA2049'FROM DIRECTLY UNDER THE U.S. 231 OVERPASS OVER U.S. 78 (MILEPOST
 AA2049'219.77 ON U.S. 231 AND MILEPOST 138.00 ON U.S. 78) IN PELL CITY, DRIVE
 AA2049'WEST ON U.S. 78 FOR 2.10 MI (3.38 KM) TO MILEPOST 135.90, FIRST AVENUE
 AA2049'RIGHT, AND ST CLAIR COUNTY ROAD 27 LEFT. TURN LEFT ON ST CLAIR COUNTY
 AA2049'ROAD 27 AND DRIVE SOUTHWEST FOR 8.95 MI (14.40 KM) TO THE STATION ON
 AA2049'THE LEFT. THE STATION IS 36.2 FT (11.0 M) SOUTHEAST OF THE CENTERLINE
 AA2049'OF ST CLAIR COUNTY ROAD 27, 150.0 FT (45.7 M) SOUTHEAST OF A POWER
 AA2049'POLE ACROSS THE ROAD, 1.9 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS
 AA2049'POST AND SET FLUSH WITH THE GROUND. STATION 58-34 1993 MAY BE USED AS
 AA2049'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2050 ***********************************************************************
 AA2050  DESIGNATION -  58 34
 AA2050  PID         -  AA2050
 AA2050  STATE/COUNTY-  AL/ST CLAIR
 AA2050  USGS QUAD   -  COOKS SPRINGS (1972)
 AA2050
 AA2050                         *CURRENT SURVEY CONTROL
 AA2050  ___________________________________________________________________
 AA2050* NAD 83(1992)-  33 30 50.61357(N)    086 25 19.92553(W)     ADJUSTED  
 AA2050* NAVD 88     -       162.8    (meters)     534.     (feet)  VERTCON   
 AA2050  ___________________________________________________________________
 AA2050  X           -     332,195.355 (meters)                     COMP
 AA2050  Y           -  -5,312,944.989 (meters)                     COMP
 AA2050  Z           -   3,501,708.345 (meters)                     COMP
 AA2050  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 AA2050  ELLIP HEIGHT-         133.71  (meters)          (07/29/02) GPS OBS
 AA2050  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA2050
 AA2050  HORZ ORDER  -  FIRST
 AA2050  ELLP ORDER  -  FOURTH    CLASS I
 AA2050
 AA2050.The horizontal coordinates were established by GPS observations
 AA2050.and adjusted by the National Geodetic Survey in September 1994..
 AA2050
 AA2050.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2050.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2050
 AA2050.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2050
 AA2050.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2050
 AA2050.The ellipsoidal height was determined by GPS observations
 AA2050.and is referenced to NAD 83.
 AA2050
 AA2050.The geoid height was determined by GEOID03.
 AA2050
 AA2050;                    North         East     Units Scale Factor Converg.
 AA2050;SPC AL E     -   334,362.000   145,291.525   MT  0.99999689   -0 19 30.5
 AA2050;UTM  16      - 3,708,427.362   553,660.707   MT  0.99963550   +0 19 08.5
 AA2050
 AA2050!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2050!SPC AL E     -   0.99997901  x   0.99999689  =   0.99997590
 AA2050!UTM  16      -   0.99997901  x   0.99963550  =   0.99961452
 AA2050
 AA2050|---------------------------------------------------------------------|
 AA2050| PID    Reference Object                     Distance      Geod. Az  |
 AA2050|                                                           dddmmss.s |
 AA2050| AA2049 58 33                               384.722 METERS 22833     |
 AA2050|---------------------------------------------------------------------|
 AA2050
 AA2050                          SUPERSEDED SURVEY CONTROL
 AA2050
 AA2050  ELLIP H (09/29/94)  133.77   (m)                       GP(       ) 3 2
 AA2050  NGVD 29 (09/29/94)  162.8    (m)          534.     (f) GPS OBS        
 AA2050
 AA2050.Superseded values are not recommended for survey control.
 AA2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2050.See file dsdata.txt to determine how the superseded data were derived.
 AA2050
 AA2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5366108427(NAD 83)
 AA2050_MARKER: DD = SURVEY DISK
 AA2050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2050_SP_SET: CONCRETE POST
 AA2050_STAMPING: 58-34 1993
 AA2050_MARK LOGO: ALHD  
 AA2050_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2050+STABILITY: SURFACE MOTION
 AA2050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2050+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2050
 AA2050  HISTORY     - Date     Condition        Report By
 AA2050  HISTORY     - 1993     MONUMENTED       ALHD
 AA2050
 AA2050                          STATION DESCRIPTION
 AA2050
 AA2050'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2050'THE STATION IS IN ST CLAIR COUNTY ON THE NORTHWEST RIGHT OF WAY OF ST
 AA2050'CLAIR COUNTY ROAD 27 ABOUT 9.30 MI (14.97 KM) SOUTHWEST OF PELL CITY
 AA2050'AND ABOUT 11.90 MI (19.15 KM) SOUTH OF ODENVILLE. TO REACH THE STATION
 AA2050'FROM DIRECTLY UNDER THE U.S. 231 OVERPASS OVER U.S. 78 (MILEPOST
 AA2050'219.77 ON  U.S. 231 AND MILEPOST 138.00 ON U.S. 78) IN PELL CITY,
 AA2050'DRIVE WEST ON U.S. 78 FOR 2.10 MI (3.38 KM) TO MILEPOST 135.90, FIRST
 AA2050'AVENUE RIGHT, AND ST CLAIR COUNTY ROAD 27 LEFT. TURN LEFT ON ST CLAIR
 AA2050'COUNTY ROAD 27 AND DRIVE SOUTHWEST FOR 8.70 MI (14.00 KM) TO THE
 AA2050'STATION ON THE RIGHT. THE STATION IS 36.9 FT (11.2 M) NORTHWEST OF THE
 AA2050'CENTERLINE OF ST CLAIR COUNTY ROAD 27, 159.0 FT (48.5 M) EAST OF A
 AA2050'POWER POLE, 2.3 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS POST AND
 AA2050'SET FLUSH WITH THE GROUND. STATION 58-33 1993 MAY BE USED AS AN
 AA2050'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2051 ***********************************************************************
 AA2051  DESIGNATION -  58 35
 AA2051  PID         -  AA2051
 AA2051  STATE/COUNTY-  AL/ST CLAIR
 AA2051  USGS QUAD   -  PELL CITY (1972)
 AA2051
 AA2051                         *CURRENT SURVEY CONTROL
 AA2051  ___________________________________________________________________
 AA2051* NAD 83(1992)-  33 33 06.08242(N)    086 15 19.13384(W)     ADJUSTED  
 AA2051* NAVD 88     -       148.5    (meters)     487.     (feet)  VERTCON   
 AA2051  ___________________________________________________________________
 AA2051  X           -     347,517.684 (meters)                     COMP
 AA2051  Y           -  -5,309,642.233 (meters)                     COMP
 AA2051  Z           -   3,505,179.609 (meters)                     COMP
 AA2051  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AA2051  ELLIP HEIGHT-         119.43  (meters)          (07/29/02) GPS OBS
 AA2051  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA2051
 AA2051  HORZ ORDER  -  FIRST
 AA2051  ELLP ORDER  -  FOURTH    CLASS I
 AA2051
 AA2051.The horizontal coordinates were established by GPS observations
 AA2051.and adjusted by the National Geodetic Survey in September 1994..
 AA2051
 AA2051.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2051.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2051
 AA2051.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2051
 AA2051.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2051
 AA2051.The ellipsoidal height was determined by GPS observations
 AA2051.and is referenced to NAD 83.
 AA2051
 AA2051.The geoid height was determined by GEOID03.
 AA2051
 AA2051;                    North         East     Units Scale Factor Converg.
 AA2051;SPC AL E     -   338,460.078   160,813.144   MT  0.99997892   -0 13 59.6
 AA2051;UTM  16      - 3,712,698.319   569,129.974   MT  0.99965892   +0 24 41.7
 AA2051
 AA2051!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2051!SPC AL E     -   0.99998125  x   0.99997892  =   0.99996017
 AA2051!UTM  16      -   0.99998125  x   0.99965892  =   0.99964018
 AA2051
 AA2051:                Primary Azimuth Mark                     Grid Az
 AA2051:SPC AL E     -  58 36                                    095 07 26.5
 AA2051:UTM  16      -  58 36                                    094 28 45.2
 AA2051
 AA2051|---------------------------------------------------------------------|
 AA2051| PID    Reference Object                     Distance      Geod. Az  |
 AA2051|                                                           dddmmss.s |
 AA2051| AA2052 58 36                               430.070 METERS 0945326.9 |
 AA2051|---------------------------------------------------------------------|
 AA2051
 AA2051                          SUPERSEDED SURVEY CONTROL
 AA2051
 AA2051  ELLIP H (09/29/94)  119.49   (m)                       GP(       ) 3 2
 AA2051  NGVD 29 (09/29/94)  148.4    (m)          487.     (f) GPS OBS        
 AA2051
 AA2051.Superseded values are not recommended for survey control.
 AA2051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2051.See file dsdata.txt to determine how the superseded data were derived.
 AA2051
 AA2051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6913012698(NAD 83)
 AA2051_MARKER: DD = SURVEY DISK
 AA2051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2051_SP_SET: CONCRETE POST
 AA2051_STAMPING: 58-35 1993
 AA2051_MARK LOGO: ALHD  
 AA2051_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2051+STABILITY: SURFACE MOTION
 AA2051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2051+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 AA2051
 AA2051  HISTORY     - Date     Condition        Report By
 AA2051  HISTORY     - 1993     MONUMENTED       ALHD
 AA2051  HISTORY     - 20060415 GOOD             GEOCAC
 AA2051
 AA2051                          STATION DESCRIPTION
 AA2051
 AA2051'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2051'THE STATION IS IN ST CLAIR COUNTY ON THE SOUTH RIGHT OF WAY OF A PAVED
 AA2051'COUNTY ROAD ABOUT 2.95 MI (4.75 KM) SOUTHEAST OF PELL CITY AND ABOUT
 AA2051'4.50 MI (7.24 KM) SOUTHWEST OF RIVERSIDE. TO REACH THE STATION FROM
 AA2051'THE CENTER OF THE U.S. 231 OVERPASS OVER U.S. 78 (MILEPOST 219.77 ON
 AA2051'U.S. 231 AND MILEPOST 138.00 ON U.S. 78) IN PELL CITY, DRIVE SOUTH ON
 AA2051'U.S. 231 FOR 2.10 MI (3.38 KM) TO MILEPOST 217.65 AND A CROSSROADS AT
 AA2051'A RED LIGHT WITH ST CLAIR COUNTY ROAD 41 RIGHT AND AL 34 LEFT. TURN
 AA2051'LEFT ON AL 34 AND DRIVE SOUTH AND EAST FOR 0.90 MI (1.45 KM) TO
 AA2051'MILEPOST 0.90 AND A PAVED COUNTY ROAD LEFT. TURN LEFT ON THE PAVED
 AA2051'COUNTY ROAD AND DRIVE EAST FOR 0.55 MI (0.89 KM) TO THE STATION ON THE
 AA2051'RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED
 AA2051'WIRE FENCE ON WOOD POSTS, 27.8 FT (8.5 M) WEST-SOUTHWEST OF AN
 AA2051'UNLAWFUL TO LITTER SIGN, 28.3 FT (8.6 M) SOUTH OF THE CENTERLINE OF A
 AA2051'PAVED COUNTY ROAD, 55.1 FT (16.8 M) SOUTH-SOUTHEAST OF A SPEED LIMIT
 AA2051'FORTY SIGN ACROSS THE ROAD, 68.7 FT (20.9 M) EAST OF A STABILIZER POLE
 AA2051'WITH ONE GUY WIRE, 3.2 FT (1.0 M) NORTH OF A CARSONITE WITNESS POST
 AA2051'AND SET FLUSH WITH THE GROUND. STATION 58-36 1993 MAY BE USED AS AN
 AA2051'AZIMUTH FOR THIS STATION.
 AA2051
 AA2051                          STATION RECOVERY (2006)
 AA2051
 AA2051'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA2051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2052 ***********************************************************************
 AA2052  DESIGNATION -  58 36
 AA2052  PID         -  AA2052
 AA2052  STATE/COUNTY-  AL/ST CLAIR
 AA2052  USGS QUAD   -  PELL CITY (1972)
 AA2052
 AA2052                         *CURRENT SURVEY CONTROL
 AA2052  ___________________________________________________________________
 AA2052* NAD 83(1992)-  33 33 04.89201(N)    086 15 02.52293(W)     ADJUSTED  
 AA2052* NAVD 88     -       148.4    (meters)     487.     (feet)  VERTCON   
 AA2052  ___________________________________________________________________
 AA2052  X           -     347,946.604 (meters)                     COMP
 AA2052  Y           -  -5,309,634.449 (meters)                     COMP
 AA2052  Z           -   3,505,149.037 (meters)                     COMP
 AA2052  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 AA2052  ELLIP HEIGHT-         119.42  (meters)          (07/29/02) GPS OBS
 AA2052  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA2052
 AA2052  HORZ ORDER  -  FIRST
 AA2052  ELLP ORDER  -  FOURTH    CLASS I
 AA2052
 AA2052.The horizontal coordinates were established by GPS observations
 AA2052.and adjusted by the National Geodetic Survey in September 1994..
 AA2052
 AA2052.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2052.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2052
 AA2052.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2052
 AA2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2052
 AA2052.The ellipsoidal height was determined by GPS observations
 AA2052.and is referenced to NAD 83.
 AA2052
 AA2052.The geoid height was determined by GEOID03.
 AA2052
 AA2052;                    North         East     Units Scale Factor Converg.
 AA2052;SPC AL E     -   338,421.668   161,241.486   MT  0.99997851   -0 13 50.4
 AA2052;UTM  16      - 3,712,664.743   569,558.585   MT  0.99965965   +0 24 50.9
 AA2052
 AA2052!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2052!SPC AL E     -   0.99998125  x   0.99997851  =   0.99995976
 AA2052!UTM  16      -   0.99998125  x   0.99965965  =   0.99964091
 AA2052
 AA2052:                Primary Azimuth Mark                     Grid Az
 AA2052:SPC AL E     -  58 35                                    275 07 26.4
 AA2052:UTM  16      -  58 35                                    274 28 45.1
 AA2052
 AA2052|---------------------------------------------------------------------|
 AA2052| PID    Reference Object                     Distance      Geod. Az  |
 AA2052|                                                           dddmmss.s |
 AA2052| AA2051 58 35                               430.070 METERS 2745336.0 |
 AA2052|---------------------------------------------------------------------|
 AA2052
 AA2052                          SUPERSEDED SURVEY CONTROL
 AA2052
 AA2052  ELLIP H (09/29/94)  119.48   (m)                       GP(       ) 3 2
 AA2052  NGVD 29 (09/29/94)  148.4    (m)          487.     (f) GPS OBS        
 AA2052
 AA2052.Superseded values are not recommended for survey control.
 AA2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2052.See file dsdata.txt to determine how the superseded data were derived.
 AA2052
 AA2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6955912665(NAD 83)
 AA2052_MARKER: DD = SURVEY DISK
 AA2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2052_SP_SET: CONCRETE POST
 AA2052_STAMPING: 58-36 1993
 AA2052_MARK LOGO: ALHD  
 AA2052_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2052+STABILITY: SURFACE MOTION
 AA2052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2052+SATELLITE: SATELLITE OBSERVATIONS - April 15, 2006
 AA2052
 AA2052  HISTORY     - Date     Condition        Report By
 AA2052  HISTORY     - 1993     MONUMENTED       ALHD
 AA2052  HISTORY     - 20060415 GOOD             GEOCAC
 AA2052
 AA2052                          STATION DESCRIPTION
 AA2052
 AA2052'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2052'THE STATION IS IN ST CLAIR COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA2052'COUNTY ROAD ABOUT 3.10 MI (4.99 KM) SOUTHEAST OF PELL CITY AND ABOUT
 AA2052'4.25 MI (6.84 KM) SOUTHWEST OF RIVERSIDE. TO REACH THE STATION FROM
 AA2052'THE CENTER OF THE U.S. 231 OVERPASS OVER U.S. 78 (MILEPOST 219.77 ON
 AA2052'U.S. 231 AND MILEPOST 138.00 ON U.S. 78) IN PELL CITY, DRIVE SOUTH ON
 AA2052'U.S. 231 FOR 2.10 MI (3.38 KM) TO MILEPOST 217.65 AND A CROSSROADS
 AA2052'WITH ST CLAIR COUNTY ROAD 41 RIGHT AND AL 34 LEFT. TURN LEFT ON AL 34
 AA2052'AND DRIVE SOUTH AND EAST FOR 0.90 MI (1.45 KM) TO MILEPOST 0.90 AND A
 AA2052'PAVED COUNTY ROAD LEFT. TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA2052'EAST FOR 0.80 MI (1.29 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA2052'3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE ON TREATED
 AA2052'WOOD POSTS, 26.3 FT (8.0 M) NORTH OF THE CENTERLINE OF A PAVED COUNTY
 AA2052'ROAD, 100.0 FT (30.5 M) WEST OF A JUNCTION POWER AND CABLE POLE WITH
 AA2052'ONE GUY WIRE ATTACHED TO A STABILIZER POLE ACROSS THE ROAD, 105.5 FT
 AA2052'(32.2 M) NORTHWEST OF A STABILIZER POLE WITH ONE GUY WIRE ACROSS THE
 AA2052'ROAD, 196.5 FT (59.9 M) EAST OF AN ANGLE POWER POLE WITH TWO GUY
 AA2052'WIRES, 202.4 FT (61.7 M) EAST OF A TELEPHONE CABLE PEDESTAL (308 13),
 AA2052'2.8 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA2052'THE GROUND. STATION 58-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2052'STATION.
 AA2052
 AA2052                          STATION RECOVERY (2006)
 AA2052
 AA2052'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA2052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2053 ***********************************************************************
 AA2053  DESIGNATION -  58 37
 AA2053  PID         -  AA2053
 AA2053  STATE/COUNTY-  AL/ST CLAIR
 AA2053  USGS QUAD   -  LANIERS (1972)
 AA2053
 AA2053                         *CURRENT SURVEY CONTROL
 AA2053  ___________________________________________________________________
 AA2053* NAD 83(1992)-  33 25 46.21241(N)    086 21 33.05042(W)     ADJUSTED  
 AA2053* NAVD 88     -       127.5    (meters)     418.     (feet)  VERTCON   
 AA2053  ___________________________________________________________________
 AA2053  X           -     338,365.566 (meters)                     COMP
 AA2053  Y           -  -5,317,709.045 (meters)                     COMP
 AA2053  Z           -   3,493,865.719 (meters)                     COMP
 AA2053  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 AA2053  ELLIP HEIGHT-          98.40  (meters)          (07/29/02) GPS OBS
 AA2053  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AA2053
 AA2053  HORZ ORDER  -  FIRST
 AA2053  ELLP ORDER  -  FOURTH    CLASS I
 AA2053
 AA2053.The horizontal coordinates were established by GPS observations
 AA2053.and adjusted by the National Geodetic Survey in September 1994..
 AA2053
 AA2053.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2053.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2053
 AA2053.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2053
 AA2053.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2053
 AA2053.The ellipsoidal height was determined by GPS observations
 AA2053.and is referenced to NAD 83.
 AA2053
 AA2053.The geoid height was determined by GEOID03.
 AA2053
 AA2053;                    North         East     Units Scale Factor Converg.
 AA2053;SPC AL E     -   324,952.435   151,099.041   MT  0.99998947   -0 17 22.9
 AA2053;UTM  16      - 3,699,086.914   559,571.439   MT  0.99964375   +0 21 11.0
 AA2053
 AA2053!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2053!SPC AL E     -   0.99998455  x   0.99998947  =   0.99997402
 AA2053!UTM  16      -   0.99998455  x   0.99964375  =   0.99962831
 AA2053
 AA2053:                Primary Azimuth Mark                     Grid Az
 AA2053:SPC AL E     -  58 38                                    091 09 39.6
 AA2053:UTM  16      -  58 38                                    090 31 05.7
 AA2053
 AA2053|---------------------------------------------------------------------|
 AA2053| PID    Reference Object                     Distance      Geod. Az  |
 AA2053|                                                           dddmmss.s |
 AA2053| AA2054 58 38                               426.734 METERS 0905216.7 |
 AA2053|---------------------------------------------------------------------|
 AA2053
 AA2053                          SUPERSEDED SURVEY CONTROL
 AA2053
 AA2053  ELLIP H (09/29/94)   98.47   (m)                       GP(       ) 3 2
 AA2053  NGVD 29 (09/29/94)  127.5    (m)          418.     (f) GPS OBS        
 AA2053
 AA2053.Superseded values are not recommended for survey control.
 AA2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2053.See file dsdata.txt to determine how the superseded data were derived.
 AA2053
 AA2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5957199087(NAD 83)
 AA2053_MARKER: DD = SURVEY DISK
 AA2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2053_SP_SET: CONCRETE POST
 AA2053_STAMPING: 58-37 1993
 AA2053_MARK LOGO: ALHD  
 AA2053_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2053+STABILITY: SURFACE MOTION
 AA2053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2053+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2053
 AA2053  HISTORY     - Date     Condition        Report By
 AA2053  HISTORY     - 1993     MONUMENTED       ALHD
 AA2053
 AA2053                          STATION DESCRIPTION
 AA2053
 AA2053'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2053'THE STATION IS IN ST CLAIR COUNTY ON THE NORTH RIGHT OF WAY OF A PAVED
 AA2053'COUNTY ROAD ABOUT 11.55 MI (18.59 KM) SOUTH-SOUTHWEST OF PELL CITY AND
 AA2053'ABOUT 13.50 MI (21.73 KM) SOUTHEAST OF MOODY. TO REACH THE STATION
 AA2053'FROM THE CENTER OF THE U.S. 231 OVERPASS OVER U.S. 78 (MILEPOST 219.77
 AA2053'ON U.S. 231 AND MILEPOST 138.00 ON U.S. 78) IN PELL CITY, DRIVE SOUTH
 AA2053'AND SOUTHWEST ON U.S. 231 FOR 8.80 MI (14.16 KM) TO MILEPOST 210.95
 AA2053'AND ST CLAIR COUNTY ROAD 54 LEFT. TURN LEFT ON ST CLAIR COUNTY ROAD 54
 AA2053'AND DRIVE SOUTH FOR 4.10 MI (6.60 KM) TO A PAVED COUNTY ROAD RIGHT.
 AA2053'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH AND NORTHWEST FOR
 AA2053'1.30 MI (2.09 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT
 AA2053'(0.9 M) SOUTH OF A THREE STRAND BARBED WIRE FENCE ON RUSTY METAL POSTS
 AA2053'AND WOOD POSTS, 19.5 FT (5.9 M) NORTH OF THE CENTERLINE OF A PAVED
 AA2053'COUNTY ROAD, 118.0 FT (36.0 M) WEST-NORTHWEST OF A POWER AND CABLE
 AA2053'POLE, 3.2 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH
 AA2053'WITH THE GROUND. STATION 58-38 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2053'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2054 ***********************************************************************
 AA2054  DESIGNATION -  58 38
 AA2054  PID         -  AA2054
 AA2054  STATE/COUNTY-  AL/ST CLAIR
 AA2054  USGS QUAD   -  LANIERS (1972)
 AA2054
 AA2054                         *CURRENT SURVEY CONTROL
 AA2054  ___________________________________________________________________
 AA2054* NAD 83(1992)-  33 25 46.00148(N)    086 21 16.53322(W)     ADJUSTED  
 AA2054* NAVD 88     -       126.2    (meters)     414.     (feet)  VERTCON   
 AA2054  ___________________________________________________________________
 AA2054  X           -     338,791.557 (meters)                     COMP
 AA2054  Y           -  -5,317,684.481 (meters)                     COMP
 AA2054  Z           -   3,493,859.617 (meters)                     COMP
 AA2054  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA2054  ELLIP HEIGHT-          97.17  (meters)          (07/29/02) GPS OBS
 AA2054  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA2054
 AA2054  HORZ ORDER  -  FIRST
 AA2054  ELLP ORDER  -  FOURTH    CLASS I
 AA2054
 AA2054.The horizontal coordinates were established by GPS observations
 AA2054.and adjusted by the National Geodetic Survey in September 1994..
 AA2054
 AA2054.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2054
 AA2054.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2054
 AA2054.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2054
 AA2054.The ellipsoidal height was determined by GPS observations
 AA2054.and is referenced to NAD 83.
 AA2054
 AA2054.The geoid height was determined by GEOID03.
 AA2054
 AA2054;                    North         East     Units Scale Factor Converg.
 AA2054;SPC AL E     -   324,943.788   151,525.683   MT  0.99998896   -0 17 13.8
 AA2054;UTM  16      - 3,699,083.055   559,998.003   MT  0.99964438   +0 21 20.1
 AA2054
 AA2054!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2054!SPC AL E     -   0.99998475  x   0.99998896  =   0.99997371
 AA2054!UTM  16      -   0.99998475  x   0.99964438  =   0.99962913
 AA2054
 AA2054:                Primary Azimuth Mark                     Grid Az
 AA2054:SPC AL E     -  58 37                                    271 09 39.6
 AA2054:UTM  16      -  58 37                                    270 31 05.7
 AA2054
 AA2054|---------------------------------------------------------------------|
 AA2054| PID    Reference Object                     Distance      Geod. Az  |
 AA2054|                                                           dddmmss.s |
 AA2054| AA2053 58 37                               426.734 METERS 2705225.8 |
 AA2054|---------------------------------------------------------------------|
 AA2054
 AA2054                          SUPERSEDED SURVEY CONTROL
 AA2054
 AA2054  ELLIP H (09/29/94)   97.24   (m)                       GP(       ) 3 2
 AA2054  NGVD 29 (09/29/94)  126.2    (m)          414.     (f) GPS OBS        
 AA2054
 AA2054.Superseded values are not recommended for survey control.
 AA2054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2054.See file dsdata.txt to determine how the superseded data were derived.
 AA2054
 AA2054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5999899083(NAD 83)
 AA2054_MARKER: DD = SURVEY DISK
 AA2054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2054_SP_SET: CONCRETE POST
 AA2054_STAMPING: 58-38 1993
 AA2054_MARK LOGO: ALHD  
 AA2054_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2054+STABILITY: SURFACE MOTION
 AA2054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2054+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2054
 AA2054  HISTORY     - Date     Condition        Report By
 AA2054  HISTORY     - 1993     MONUMENTED       ALHD
 AA2054
 AA2054                          STATION DESCRIPTION
 AA2054
 AA2054'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2054'THE STATION IS IN ST CLAIR COUNTY ON THE SOUTH RIGHT OF WAY OF A PAVED
 AA2054'COUNTY ROAD ABOUT 11.50 MI (18.51 KM) SOUTH-SOUTHWEST OF PELL CITY AND
 AA2054'ABOUT 13.70 MI (22.05 KM) SOUTHEAST OF MOODY. TO REACH THE STATION
 AA2054'FROM THE CENTER OF THE U.S. 231 OVERPASS OVER U.S. 78 (MILEPOST 219.77
 AA2054'ON U.S. 231 AND MILEPOST 138.00 ON U.S. 78) IN PELL CITY, DRIVE SOUTH
 AA2054'AND SOUTHWEST ON U.S. 231 FOR 8.80 MI (14.16 KM) TO MILEPOST 210.95
 AA2054'AND ST CLAIR COUNTY ROAD 54 LEFT. TURN LEFT ON ST CLAIR COUNTY ROAD 54
 AA2054'AND DRIVE SOUTH FOR 4.10 MI (6.60 KM) TO A PAVED COUNTY ROAD RIGHT.
 AA2054'TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH AND NORTHWEST FOR
 AA2054'1.05 MI (1.69 KM) TO THE STATION ON THE LEFT AT THE ENTRANCE TO A SOD
 AA2054'FARM. THE STATION IS 3.0 FT (0.9 M) WEST-NORTHWEST OF A TWO STRAND
 AA2054'BARBED WIRE FENCE ON METAL POSTS, 11.2 FT (3.4 M) SOUTH-SOUTHEAST OF
 AA2054'THE EAST END OF A TWENTY-INCH DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY,
 AA2054'16.2 FT (4.9 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A
 AA2054'SOD FARM, 20.5 FT (6.2 M) NORTH OF THE EAST POST OF A METAL GATE
 AA2054'LEADING TO A SOD FARM, 33.5 FT (10.2 M) NORTHEAST OF THE WEST POST OF
 AA2054'A METAL GATE LEADING TO A SOD FARM, 34.5 FT (10.5 M) EAST-SOUTHEAST OF
 AA2054'THE WEST END OF A TWENTY-INCH DRAINAGE PIPE UNDER A GRAVEL DRIVEWAY,
 AA2054'3.1 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA2054'WITH THE GROUND. STATION 58-37 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2054'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2782 ***********************************************************************
 DH2782  FBN         -  This is a Federal Base Network Control Station.
 DH2782  DESIGNATION -  58 4
 DH2782  PID         -  DH2782
 DH2782  STATE/COUNTY-  AL/ST CLAIR
 DH2782  USGS QUAD   -  PELL CITY (1972)
 DH2782
 DH2782                         *CURRENT SURVEY CONTROL
 DH2782  ___________________________________________________________________
 DH2782* NAD 83(1992)-  33 30 15.71451(N)    086 18 46.04837(W)     ADJUSTED  
 DH2782* NAVD 88     -       151.52   (meters)     497.1    (feet)  N HEIGHT  
 DH2782  ___________________________________________________________________
 DH2782  X           -     342,377.758 (meters)                     COMP
 DH2782  Y           -  -5,312,883.987 (meters)                     COMP
 DH2782  Z           -   3,500,805.615 (meters)                     COMP
 DH2782  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DH2782  ELLIP HEIGHT-         122.48  (meters)          (08/29/05) GPS OBS
 DH2782  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH2782  DYNAMIC HT  -         151.36  (meters)     496.6   (feet)  COMP
 DH2782  MODELED GRAV-     979,548.9   (mgal)                       NAVD 88
 DH2782
 DH2782  HORZ ORDER  -  B
 DH2782  VERT ORDER  -  THIRD
 DH2782  ELLP ORDER  -  FOURTH    CLASS I
 DH2782
 DH2782.The horizontal coordinates were established by GPS observations
 DH2782.and adjusted by the National Geodetic Survey in September 1992..
 DH2782
 DH2782.The orthometric height was determined by differential leveling
 DH2782.and adjusted by the National Geodetic Survey in September 1998..
 DH2782.The height was determined by precise leveling from only one NSRS
 DH2782.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DH2782.allowed ONLY to validate the GPS-derived height.
 DH2782
 DH2782.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2782
 DH2782.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2782
 DH2782.The ellipsoidal height was determined by GPS observations
 DH2782.and is referenced to NAD 83.
 DH2782
 DH2782.The geoid height was determined by GEOID03.
 DH2782
 DH2782.The dynamic height is computed by dividing the NAVD 88
 DH2782.geopotential number by the normal gravity value computed on the
 DH2782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2782.degrees latitude (g = 980.6199 gals.).
 DH2782
 DH2782.The modeled gravity was interpolated from observed gravity values.
 DH2782
 DH2782;                    North         East     Units Scale Factor Converg.
 DH2782;SPC AL E     -   333,234.487   155,451.368   MT  0.99998446   -0 15 52.8
 DH2782;UTM  16      - 3,707,414.483   563,829.044   MT  0.99965023   +0 22 45.7
 DH2782
 DH2782!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2782!SPC AL E     -   0.99998077  x   0.99998446  =   0.99996523
 DH2782!UTM  16      -   0.99998077  x   0.99965023  =   0.99963101
 DH2782
 DH2782:                Primary Azimuth Mark                     Grid Az
 DH2782:SPC AL E     -  58 3                                     218 54 30.3
 DH2782:UTM  16      -  58 3                                     218 15 51.8
 DH2782
 DH2782|---------------------------------------------------------------------|
 DH2782| PID    Reference Object                     Distance      Geod. Az  |
 DH2782|                                                           dddmmss.s |
 DH2782| DH2781 58 3                                APPROX. 0.5 KM 2183837.5 |
 DH2782|---------------------------------------------------------------------|
 DH2782
 DH2782                          SUPERSEDED SURVEY CONTROL
 DH2782
 DH2782  ELLIP H (06/19/02)  122.43   (m)                       GP(       ) 4 1
 DH2782  ELLIP H (09/01/92)  122.50   (m)                       GP(       ) 1 2
 DH2782  NAD 83(1986)-  33 30 15.72349(N)    086 18 46.05098(W) AD(       ) 1
 DH2782  NGVD 29 (??/??/??)  151.47   (m)          496.9    (f) N HEIGHT    3  
 DH2782
 DH2782.Superseded values are not recommended for survey control.
 DH2782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2782.See file dsdata.txt to determine how the superseded data were derived.
 DH2782
 DH2782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6382907414(NAD 83)
 DH2782_MARKER: DD = SURVEY DISK
 DH2782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2782_SP_SET: CONCRETE POST
 DH2782_STAMPING: 58-4 1990
 DH2782_MARK LOGO: ALHD  
 DH2782_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2782+STABILITY: SURFACE MOTION
 DH2782_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2782+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DH2782
 DH2782  HISTORY     - Date     Condition        Report By
 DH2782  HISTORY     - 1990     MONUMENTED       ALHD
 DH2782  HISTORY     - 19900626 GOOD             ALHD
 DH2782  HISTORY     - 19920114 GOOD             NGS
 DH2782  HISTORY     - 19930327 GOOD             NOS
 DH2782  HISTORY     - 19930406 GOOD             NOS
 DH2782  HISTORY     - 19930802 GOOD             ALHD
 DH2782  HISTORY     - 19960322 GOOD             NGS
 DH2782  HISTORY     - 19980115 GOOD             NGS
 DH2782  HISTORY     - 20040622 GOOD             LOCSUR
 DH2782
 DH2782                          STATION DESCRIPTION
 DH2782
 DH2782'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2782'THE STATION IS LOCATED IN ST CLAIR COUNTY ON THE NORTHWEST RIGHT OF
 DH2782'WAY OF U. S. 231, ABOUT 9.41 KM (5.85 MI) SOUTH - SOUTHWEST OF PELL
 DH2782'CITY AND ABOUT 19.23 KM (11.95 MI) SOUTHEAST OF MOODY.
 DH2782'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231 AND ALA 34 SOUTH,
 DH2782'MILE POST 217.65 ON U. S. 231, IN PELL CITY, DRIVE SOUTHWEST ON U. S.
 DH2782'231 7.32 KM (4.55 MI) TO MILE POST 213.10 AND THE STATION ON THE
 DH2782'RIGHT.
 DH2782'THE STATION IS 16.49 M (54.10 FT) SOUTH OF A NIGHT LIGHT POLE, 18.11 M
 DH2782'(59.42 FT) SOUTH OF THE SOUTHEAST CORNER OF A RED PLYWOOD BUILDING,
 DH2782'22.80 M (74.80 FT) NORTH - NORTHEAST OF A STEEL POST FOR AN EVEN ODDS
 DH2782'FOOD AND SPIRITS SIGN AND A NIGHT LIGHT, 31.82 M (104.40 FT)
 DH2782'NORTHWEST OF THE CENTERLINE OF U. S. 231, 32.80 M (107.61 FT) EAST -
 DH2782'NORTHEAST OF A PEACH COLORED FRAME CAFE BUILDING, 0.80 M (2.62 FT)
 DH2782'SOUTHEAST OF A CARSONITE WITHESS POST AND SET FLUSH WITH THE GROUND.
 DH2782'STATION 58 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2782
 DH2782                          STATION RECOVERY (1990)
 DH2782
 DH2782'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2782'THE STATION IS LOCATED IN ST CLAIR COUNTY ON THE NORTHWEST RIGHT OF
 DH2782'WAY OF U. S. 231, ABOUT 9.41 KM (5.85 MI) SOUTH - SOUTHWEST OF PELL
 DH2782'CITY AND ABOUT 19.23 KM (11.95 MI) SOUTHEAST OF MOODY.  TO REACH THE
 DH2782'STATION FROM THE JUNCTION OF U. S. 231 AND ALA 34 SOUTH, MILE POST
 DH2782'217.65 ON U. S. 231, IN PELL CITY, DRIVE SOUTHWEST ON U. S. 231
 DH2782'7.32 KM (4.55 MI) TO MILE POST 213.10 AND THE STATION ON THE RIGHT.
 DH2782'THE STATION IS 16.49 M (54.10 FT) SOUTH OF A NIGHT LIGHT POLE, 18.11
 DH2782'M (59.42 FT) SOUTH OF THE SOUTHEAST CORNER OF A RED PLYWOOD BUILDING,
 DH2782'22.80 M (74.80 FT) NORTH - NORTHEAST OF A STEEL POST FOR AN EVEN ODDS
 DH2782'FOOD AND SPIRITS SIGN AND A NIGHT LIGHT, 31.82 M (104.40 FT)
 DH2782'NORTHWEST OF THE CENTERLINE OF U. S. 231, 32.80 M (107.61 FT) EAST
 DH2782'- NORTHEAST OF A PEACH COLORED FRAME CAFE BUILDING, 0.80 M (2.62 FT)
 DH2782'SOUTHEAST OF A CARSONITE WITHESS POST AND SET FLUSH WITH THE GROUND.
 DH2782'STATION 58 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2782
 DH2782                          STATION RECOVERY (1992)
 DH2782
 DH2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DH2782'THE STATION IS LOCATED 9.41 KM (5.85 MI) SOUTH-SOUTHWEST OF PELL CITY
 DH2782'AND 19.23 KM (11.95 MI) SOUTHEAST OF MOODY ON THE NORTHWEST
 DH2782'RIGHT-OF-WAY OF U.S. 231.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS.
 DH2782'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND STATE HIGHWAY
 DH2782'34 SOUTH IN PELL CITY, GO SOUTHWEST ON U.S. 231 FOR 7.32 KM
 DH2782'(4.55 MI) TO MILE POST 213.1 AND THE STATION ON THE RIGHT.
 DH2782'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 DH2782'GROUND, AND IS LOCATED 32.8 M (107.6 FT) EAST-NORTHEAST OF A CAFE
 DH2782'BUILDING, 31.82 M (104.40 FT) NORTHWEST OF THE HIGHWAY CENTERLINE,
 DH2782'22.80 M (74.80 FT) NORTH-NORTHEAST OF A STEEL POST WITH AN  EVEN
 DH2782'ODDS RESTAURANT SIGN, 18.11 M (59.42 FT) SOUTH OF THE SOUTHEAST
 DH2782'CORNER OF A PLYWOOD BUILDING, 16.49 M (54.10 FT) SOUTH OF A LIGHT
 DH2782'POLE AND 0.8 M (2.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST.
 DH2782'NOTE--STATION 58-3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2782
 DH2782                          STATION RECOVERY (1993)
 DH2782
 DH2782'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 DH2782'RECOVERED IN GOOD CONDITION.
 DH2782
 DH2782                          STATION RECOVERY (1993)
 DH2782
 DH2782'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 DH2782'RECOVERED IN GOOD CONDITION.
 DH2782
 DH2782                          STATION RECOVERY (1993)
 DH2782
 DH2782'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 DH2782'THE STATION IS LOCATED 9.41 KM (5.85 MI) SOUTH-SOUTHWEST OF PELL CITY
 DH2782'AND 19.23 KM (11.95 MI) SOUTHEAST OF MOODY ON THE NORTHWEST
 DH2782'RIGHT-OF-WAY OF U.S. 231.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS.
 DH2782'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND STATE HIGHWAY
 DH2782'34 SOUTH IN PELL CITY, GO SOUTHWEST ON U.S. 231 FOR 7.32 KM (4.55 MI)
 DH2782'TO MILE POST 213.1 AND THE STATION ON THE RIGHT. THE STATION IS SET IN
 DH2782'THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND, AND IS LOCATED
 DH2782'32.8 M (107.6 FT) EAST-NORTHEAST OF A CAFE BUILDING, 31.82 M (104.40
 DH2782'FT) NORTHWEST OF THE HIGHWAY CENTERLINE, 22.80 M (74.80 FT)
 DH2782'NORTH-NORTHEAST OF A STEEL POST WITH AN EVEN ODDS RESTAURANT SIGN,
 DH2782'18.11 M (59.42 FT) SOUTH OF THE SOUTHEAST CORNER OF A PLYWOOD
 DH2782'BUILDING, 16.49 M (54.10 FT) SOUTH OF A LIGHT POLE AND 0.8 M (2.6 FT)
 DH2782'SOUTHEAST OF A FIBERGLASS WITNESS POST. NOTE--STATION 58-3 1990 MAY BE
 DH2782'USED AS AN AZIMUTH FOR THIS STATION.
 DH2782
 DH2782                          STATION RECOVERY (1996)
 DH2782
 DH2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (CSM)
 DH2782'RECOVERED AS DESCRIBED.
 DH2782
 DH2782                          STATION RECOVERY (1998)
 DH2782
 DH2782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DH2782'THE STATION IS LOCATED 9.41 KM (5.85 MI) SOUTH-SOUTHWEST OF PELL CITY,
 DH2782'19.23 KM (11.95 MI) SOUTHEAST OF MOODY ON THE NORTHWEST RIGHT-OF-WAY
 DH2782'OF U.S. HIGHWAY 231.  OWNERSHIP--ALABAMA DEPARTMENT OF TRANSPORTATION,
 DH2782'1409 COLISEUM BOULEVARD, MONTGOMERY AL 36130-3050. CONTACT DON
 DH2782'SPILLARS, PHONE 334-242-6614, FAX 269-0826.  TO REACH THE STATION FROM
 DH2782'THE JUNCTION OF U.S. HIGHWAY 231 AND STATE HIGHWAY 34 SOUTH IN PELL
 DH2782'CITY, GO SOUTHWEST ON HIGHWAY 231 FOR 7.32 KM (4.55 MI) TO MILEPOST
 DH2782'213.1 AND THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF
 DH2782'A CONCRETE MONUMENT FLUSH WITH GROUND.  LOCATED 32.8 M (107.6 FT)
 DH2782'EAST-NORTHEAST OF A CAFE BUILDING, 31.82 M (104.40 FT) NORTHWEST OF
 DH2782'THE CENTERLINE OF HIGHWAY, 18.11 M (59.42 FT) SOUTH OF THE SOUTHEAST
 DH2782'CORNER OF A PLYWOOD BUILDING, 16.49 M (54.10 FT) SOUTH OF A LIGHT
 DH2782'POLE, 6.8 M (22.3 FT) EAST OF A LIGHT POLE WITH 2 FLOODLIGHTS, 0.8 M
 DH2782'(2.6 FT) SOUTHEAST OF A FIBERGLASS WITNESS POST AND ABOUT LEVEL WITH
 DH2782'THE NORTHWEST EDGE OF PARKING LOT.
 DH2782
 DH2782                          STATION RECOVERY (2004)
 DH2782
 DH2782'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (SHK)
 DH2782'RECOVERED 45.8 M (150 +/- FT) NW OF HWY PAVEMENT CENTERLINE, AND THE
 DH2782'LIGHT POLE 6.8 M TO  THE WEST NOW HAS ONLY ONE FLOODLIGHT, NOT TWO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2783 ***********************************************************************
 DH2783  DESIGNATION -  58 5
 DH2783  PID         -  DH2783
 DH2783  STATE/COUNTY-  AL/ST CLAIR
 DH2783  USGS QUAD   -  WATTSVILLE (1972)
 DH2783
 DH2783                         *CURRENT SURVEY CONTROL
 DH2783  ___________________________________________________________________
 DH2783* NAD 83(1992)-  33 44 01.33588(N)    086 17 44.80619(W)     ADJUSTED  
 DH2783* NAVD 88     -       287.2    (meters)     942.     (feet)  VERTCON   
 DH2783  ___________________________________________________________________
 DH2783  X           -     343,052.563 (meters)                     COMP
 DH2783  Y           -  -5,298,839.934 (meters)                     COMP
 DH2783  Z           -   3,522,063.862 (meters)                     COMP
 DH2783  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 DH2783  ELLIP HEIGHT-         258.03  (meters)          (07/29/02) GPS OBS
 DH2783  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH2783
 DH2783  HORZ ORDER  -  FIRST
 DH2783  ELLP ORDER  -  FOURTH    CLASS I
 DH2783
 DH2783.The horizontal coordinates were established by GPS observations
 DH2783.and adjusted by the National Geodetic Survey in December 1992..
 DH2783
 DH2783.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2783.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2783
 DH2783.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2783
 DH2783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2783
 DH2783.The ellipsoidal height was determined by GPS observations
 DH2783.and is referenced to NAD 83.
 DH2783
 DH2783.The geoid height was determined by GEOID03.
 DH2783
 DH2783;                    North         East     Units Scale Factor Converg.
 DH2783;SPC AL E     -   358,663.906   157,145.691   MT  0.99998263   -0 15 24.5
 DH2783;UTM  16      - 3,732,852.934   565,236.102   MT  0.99965246   +0 23 27.9
 DH2783
 DH2783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2783!SPC AL E     -   0.99995949  x   0.99998263  =   0.99994212
 DH2783!UTM  16      -   0.99995949  x   0.99965246  =   0.99961197
 DH2783
 DH2783                          SUPERSEDED SURVEY CONTROL
 DH2783
 DH2783  ELLIP H (12/04/92)  258.10   (m)                       GP(       ) 4 1
 DH2783  NAD 83(1986)-  33 44 01.34431(N)    086 17 44.80858(W) AD(       ) 1
 DH2783  NGVD 29 (12/04/92)  287.1    (m)          942.     (f) GPS OBS        
 DH2783
 DH2783.Superseded values are not recommended for survey control.
 DH2783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2783.See file dsdata.txt to determine how the superseded data were derived.
 DH2783
 DH2783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6523632853(NAD 83)
 DH2783_MARKER: DD = SURVEY DISK
 DH2783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2783_SP_SET: CONCRETE POST
 DH2783_STAMPING: 58 - 5 1990
 DH2783_MARK LOGO: ALHD  
 DH2783_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2783+STABILITY: SURFACE MOTION
 DH2783_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2783+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2783
 DH2783  HISTORY     - Date     Condition        Report By
 DH2783  HISTORY     - 1990     MONUMENTED       ALHD
 DH2783
 DH2783                          STATION DESCRIPTION
 DH2783
 DH2783'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2783'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. BARNETT LAWLEY OF PELL
 DH2783'CITY AND LEASED BY INLAND ROME CORPORATION OF PELL CITY, ABOUT 12.63
 DH2783'KM (7.85 MI) SOUTH - SOUTHWEST OF ASHVILLE AND ABOUT 16.25 KM
 DH2783'(10.10 MI) EAST - SOUTHEAST OF SPRINGVILLE.
 DH2783'TO REACH THE STATION FROM EXIT 158 ON I - 20, MILE POST 221.20 ON U.
 DH2783'S. 231, DRIVE NORTH ON U. S. 231 14.89 KM (9.25 MI) TO MILE POST
 DH2783'230.45 AND A WOODS ROAD LEFT, TURN SHARP LEFT ON THE WOODS ROAD AND
 DH2783'DRIVE SOUTHERLY 1.61 KM (1.00 MI) TO A Y INTERSECTION, BEAR RIGHT ON
 DH2783'THE MAIN WOODS ROAD AND DRIVE WESTERLY 0.16 KM (0.10 MI) TO A ROCKY
 DH2783'STREAM FORD AT A BEAVER POND ON THE RIGHT, CONTINUE WESTERLY 0.40 KM
 DH2783'(0.25 MI) TO A Y INTERSECTION AT A GALVANIZED 15 INCH CORREGATED
 DH2783'METAL PIPE, BEAR RIGHT ON THE MAIN WOODS ROAD AND DRIVE WESTERLY 0.97
 DH2783'KM (0.60 MI) TO A WOODS ROAD ON THE LEFT, CONTINUE WEST AND NORTH ON
 DH2783'THE MAIN WOODS ROAD 0.08 KM (0.05 MI) TO A WOODS ROAD RIGHT WITH STOP
 DH2783'- NO VEHICLES SIGNS, CONTINUE NORTHERLY 0.16 KM (0.10 MI) TO A Y
 DH2783'INTERSECTION, BEAR RIGHT ON THE MAIN WOODS ROAD AND DRIVE
 DH2783'NORTHEASTERLY 1.37 KM (0.85 MI) TO A WOODS ROAD LEFT, CONTINUE
 DH2783'NORTHEASTERLY ON THE MAIN WOODS ROAD 0.16 KM (0.10 MI) TO THE STATION
 DH2783'ON THE RIGHT.
 DH2783'THE STATION IS LOCATED ON TOP OF A LOW HILL 7.62 M (25.00 FT) SOUTH -
 DH2783'SOUTHEAST OF THE CENTER OF THE WOODS ROAD, 0.51 M (1.67 FT) NORTHWEST
 DH2783'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 DH2783'STATION 58 - 6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2784 ***********************************************************************
 DH2784  DESIGNATION -  58 6
 DH2784  PID         -  DH2784
 DH2784  STATE/COUNTY-  AL/ST CLAIR
 DH2784  USGS QUAD   -  WATTSVILLE (1972)
 DH2784
 DH2784                         *CURRENT SURVEY CONTROL
 DH2784  ___________________________________________________________________
 DH2784* NAD 83(1992)-  33 44 19.94026(N)    086 17 32.82907(W)     ADJUSTED  
 DH2784* NAVD 88     -       286.6    (meters)     940.     (feet)  VERTCON   
 DH2784  ___________________________________________________________________
 DH2784  X           -     343,339.631 (meters)                     COMP
 DH2784  Y           -  -5,298,501.824 (meters)                     COMP
 DH2784  Z           -   3,522,540.236 (meters)                     COMP
 DH2784  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 DH2784  ELLIP HEIGHT-         257.44  (meters)          (07/29/02) GPS OBS
 DH2784  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH2784
 DH2784  HORZ ORDER  -  FIRST
 DH2784  ELLP ORDER  -  FOURTH    CLASS I
 DH2784
 DH2784.The horizontal coordinates were established by GPS observations
 DH2784.and adjusted by the National Geodetic Survey in December 1992..
 DH2784
 DH2784.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2784.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2784
 DH2784.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2784
 DH2784.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2784
 DH2784.The ellipsoidal height was determined by GPS observations
 DH2784.and is referenced to NAD 83.
 DH2784
 DH2784.The geoid height was determined by GEOID03.
 DH2784
 DH2784;                    North         East     Units Scale Factor Converg.
 DH2784;SPC AL E     -   359,235.722   157,456.551   MT  0.99998230   -0 15 18.0
 DH2784;UTM  16      - 3,733,428.040   565,540.376   MT  0.99965295   +0 23 34.8
 DH2784
 DH2784!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2784!SPC AL E     -   0.99995959  x   0.99998230  =   0.99994189
 DH2784!UTM  16      -   0.99995959  x   0.99965295  =   0.99961255
 DH2784
 DH2784                          SUPERSEDED SURVEY CONTROL
 DH2784
 DH2784  ELLIP H (12/04/92)  257.51   (m)                       GP(       ) 4 1
 DH2784  NAD 83(1986)-  33 44 19.94869(N)    086 17 32.83146(W) AD(       ) 1
 DH2784  NGVD 29 (12/04/92)  286.5    (m)          940.     (f) GPS OBS        
 DH2784
 DH2784.Superseded values are not recommended for survey control.
 DH2784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2784.See file dsdata.txt to determine how the superseded data were derived.
 DH2784
 DH2784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6554033428(NAD 83)
 DH2784_MARKER: DD = SURVEY DISK
 DH2784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2784_SP_SET: CONCRETE POST
 DH2784_STAMPING: 58 - 6 1990
 DH2784_MARK LOGO: ALHD  
 DH2784_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2784+STABILITY: SURFACE MOTION
 DH2784_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2784+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2784
 DH2784  HISTORY     - Date     Condition        Report By
 DH2784  HISTORY     - 1990     MONUMENTED       ALHD
 DH2784
 DH2784                          STATION DESCRIPTION
 DH2784
 DH2784'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2784'THE STATION IS LOCATED ON PROPERTY OWNED BY MR. BARNETT LAWLEY OF PELL
 DH2784'CITY AND LEASED BY INLAND ROME CORPORATION OF PELL CITY, ABOUT 11.99
 DH2784'KM (7.45 MI) SOUTH - SOUTHWEST OF ASHVILLE AND ABOUT 16.42 KM
 DH2784'(10.20 MI) EAST - SOUTHEAST OF SPRINGVILLE.
 DH2784'TO REACH THE STATION FROM EXIT 158 ON I - 20, MILE POST 221.20 ON U.
 DH2784'S. 231, DRIVE NORTH ON U. S. 231 14.89 KM (9.25 MI) TO MILE POST
 DH2784'230.45 AND A WOODS ROAD LEFT, TURN SHARP LEFT ON THE WOODS ROAD AND
 DH2784'DRIVE SOUTHERLY 1.61 KM (1.00 MI) TO A Y INTERSECTION, BEAR RIGHT ON
 DH2784'THE MAIN WOODS ROAD AND DRIVE WESTERLY 0.16 KM (0.10 MI) TO A ROCKY
 DH2784'STREAM FORD AT A BEAVER POND ON THE RIGHT, CONTINUE WESTERLY 0.40 KM
 DH2784'(0.25 MI) TO A Y INTERSECTION AT A GALVANIZED 15 INCH CORREGATED
 DH2784'METAL PIPE, BEAR RIGHT ON THE MAIN WOODS ROAD AND DRIVE WESTERLY 0.97
 DH2784'KM (0.60 MI) TO A WOODS ROAD ON THE LEFT, CONTINUE WEST AND NORTH ON
 DH2784'THE MAIN WOODS ROAD 0.08 KM (0.05 MI) TO A WOODS ROAD RIGHT WITH STOP
 DH2784'- NO VEHICLES SIGNS, CONTINUE NORTHERLY 0.16 KM (0.10 MI) TO A Y
 DH2784'INTERSECTION, BEAR RIGHT ON THE MAIN WOODS ROAD AND DRIVE
 DH2784'NORTHEASTERLY 1.37 KM (0.85 MI) TO A WOODS ROAD LEFT, CONTINUE
 DH2784'NORTHEASTERLY ON THE MAIN WOODS ROAD 0.80 KM (0.50 MI) TO THE STATION
 DH2784'IN A Y INTERSECTION.
 DH2784'THE STATION IS LOCATED ON TOP OF A HILL IN A Y INTERSECTION 6.10 M
 DH2784'(20.01 FT) EAST OF THE CENTER OF THE WOODS ROAD LEADING NORTH AND
 DH2784'WEST, 6.71 M (22.01 FT) NORTHWEST OF THE MAIN WOODS ROAD LEADING
 DH2784'NORTH AND EAST, 0.77 M (2.53 FT) EAST - SOUTHEAST OF A CARSONITE
 DH2784'WITNESS POST AND SET FLUSH WITH THE GROUND.
 DH2784'STATION 58 - 5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2785 ***********************************************************************
 DH2785  DESIGNATION -  58 7
 DH2785  PID         -  DH2785
 DH2785  STATE/COUNTY-  AL/ST CLAIR
 DH2785  USGS QUAD   -  ODENVILLE (1972)
 DH2785
 DH2785                         *CURRENT SURVEY CONTROL
 DH2785  ___________________________________________________________________
 DH2785* NAD 83(1992)-  33 41 38.83285(N)    086 28 11.59268(W)     ADJUSTED  
 DH2785* NAVD 88     -       222.2    (meters)     729.     (feet)  VERTCON   
 DH2785  ___________________________________________________________________
 DH2785  X           -     327,095.896 (meters)                     COMP
 DH2785  Y           -  -5,302,236.316 (meters)                     COMP
 DH2785  Z           -   3,518,375.451 (meters)                     COMP
 DH2785  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DH2785  ELLIP HEIGHT-         192.95  (meters)          (07/29/02) GPS OBS
 DH2785  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH2785
 DH2785  HORZ ORDER  -  FIRST
 DH2785  ELLP ORDER  -  FOURTH    CLASS I
 DH2785
 DH2785.The horizontal coordinates were established by GPS observations
 DH2785.and adjusted by the National Geodetic Survey in December 1992..
 DH2785
 DH2785.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2785.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2785
 DH2785.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2785
 DH2785.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2785
 DH2785.The ellipsoidal height was determined by GPS observations
 DH2785.and is referenced to NAD 83.
 DH2785
 DH2785.The geoid height was determined by GEOID03.
 DH2785
 DH2785;                    North         East     Units Scale Factor Converg.
 DH2785;SPC AL E     -   354,359.344   140,984.082   MT  1.00000292   -0 21 11.3
 DH2785;UTM  16      - 3,728,367.567   549,129.842   MT  0.99962976   +0 17 38.7
 DH2785
 DH2785!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2785!SPC AL E     -   0.99996971  x   1.00000292  =   0.99997263
 DH2785!UTM  16      -   0.99996971  x   0.99962976  =   0.99959948
 DH2785
 DH2785                          SUPERSEDED SURVEY CONTROL
 DH2785
 DH2785  ELLIP H (12/04/92)  193.02   (m)                       GP(       ) 4 1
 DH2785  NAD 83(1986)-  33 41 38.84102(N)    086 28 11.59357(W) AD(       ) 1
 DH2785  NGVD 29 (12/04/92)  222.1    (m)          729.     (f) GPS OBS        
 DH2785
 DH2785.Superseded values are not recommended for survey control.
 DH2785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2785.See file dsdata.txt to determine how the superseded data were derived.
 DH2785
 DH2785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4913028368(NAD 83)
 DH2785_MARKER: DD = SURVEY DISK
 DH2785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2785_SP_SET: CONCRETE POST
 DH2785_STAMPING: 58 - 7 1990
 DH2785_MARK LOGO: ALHD  
 DH2785_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2785+STABILITY: SURFACE MOTION
 DH2785_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2785+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2785
 DH2785  HISTORY     - Date     Condition        Report By
 DH2785  HISTORY     - 1990     MONUMENTED       ALHD
 DH2785
 DH2785                          STATION DESCRIPTION
 DH2785
 DH2785'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2785'THE STATION IS LOCATED IN ST CLAIR COUNTY ON THE EAST RIGHT OF WAY OF
 DH2785'ST CLAIR COUNTY ROAD NO. 12 IN MARGARET.
 DH2785'TO REACH THE STATION FROM THE JUNCTION OF U. S. 411 AND ALA 174, MILE
 DH2785'POST 182.80 ON U. S. 411 AND MILE POST 8.50 ON ALA 174, IN ODENVILLE,
 DH2785'DRIVE NORTHWESTERLY ON ALA 174 2.57 KM (1.60 MI) TO MILE POST 6.90
 DH2785'AND ST CLAIR COUNTY ROAD NO. 12 ON THE LEFT, TURN LEFT ON ST CLAIR
 DH2785'COUNTY ROAD NO. 12 AND DRIVE WEST AND SOUTHWEST 6.76 KM (4.20 MI) TO
 DH2785'A Y INTERSECTION, BEAR LEFT ALONG THE MAIN ROAD WITH THE PAINTED
 DH2785'CENTERLINE AND DRIVE SOUTHWEST 1.69 KM (1.05 MI) TO THE STATION ON
 DH2785'THE LEFT.
 DH2785'THE STATION IS 8.41 M (27.59 FT) EAST OF THE CENTERLINE OF ST CLAIR
 DH2785'COUNTY ROAD NO. 12, 12.80 M (41.99 FT) SOUTH OF THE CENTER OF A
 DH2785'GRAVEL WOODS ROAD, 0.65 M (2.13 FT) NORTHWEST OF A CARSONITE WITNESS
 DH2785'POST AND SET FLUSH WITH THE GROUND.
 DH2785'STATION 58 - 8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2786 ***********************************************************************
 DH2786  DESIGNATION -  58 8
 DH2786  PID         -  DH2786
 DH2786  STATE/COUNTY-  AL/ST CLAIR
 DH2786  USGS QUAD   -  ODENVILLE (1972)
 DH2786
 DH2786                         *CURRENT SURVEY CONTROL
 DH2786  ___________________________________________________________________
 DH2786* NAD 83(1992)-  33 42 18.67110(N)    086 27 58.49096(W)     ADJUSTED  
 DH2786* NAVD 88     -       257.5    (meters)     845.     (feet)  VERTCON   
 DH2786  ___________________________________________________________________
 DH2786  X           -     327,392.522 (meters)                     COMP
 DH2786  Y           -  -5,301,565.113 (meters)                     COMP
 DH2786  Z           -   3,519,416.255 (meters)                     COMP
 DH2786  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 DH2786  ELLIP HEIGHT-         228.28  (meters)          (07/29/02) GPS OBS
 DH2786  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH2786
 DH2786  HORZ ORDER  -  FIRST
 DH2786  ELLP ORDER  -  FOURTH    CLASS I
 DH2786
 DH2786.The horizontal coordinates were established by GPS observations
 DH2786.and adjusted by the National Geodetic Survey in December 1992..
 DH2786
 DH2786.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2786.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2786
 DH2786.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2786
 DH2786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2786
 DH2786.The ellipsoidal height was determined by GPS observations
 DH2786.and is referenced to NAD 83.
 DH2786
 DH2786.The geoid height was determined by GEOID03.
 DH2786
 DH2786;                    North         East     Units Scale Factor Converg.
 DH2786;SPC AL E     -   355,584.678   141,329.022   MT  1.00000242   -0 21 04.4
 DH2786;UTM  16      - 3,729,596.261   549,460.793   MT  0.99963016   +0 17 46.3
 DH2786
 DH2786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2786!SPC AL E     -   0.99996416  x   1.00000242  =   0.99996658
 DH2786!UTM  16      -   0.99996416  x   0.99963016  =   0.99959434
 DH2786
 DH2786                          SUPERSEDED SURVEY CONTROL
 DH2786
 DH2786  ELLIP H (12/04/92)  228.35   (m)                       GP(       ) 4 1
 DH2786  NAD 83(1986)-  33 42 18.67928(N)    086 27 58.49185(W) AD(       ) 1
 DH2786  NGVD 29 (12/04/92)  257.5    (m)          845.     (f) GPS OBS        
 DH2786
 DH2786.Superseded values are not recommended for survey control.
 DH2786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2786.See file dsdata.txt to determine how the superseded data were derived.
 DH2786
 DH2786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4946129596(NAD 83)
 DH2786_MARKER: DD = SURVEY DISK
 DH2786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2786_SP_SET: CONCRETE POST
 DH2786_STAMPING: 58 - 8 1990
 DH2786_MARK LOGO: ALHD  
 DH2786_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2786+STABILITY: SURFACE MOTION
 DH2786_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2786+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2786
 DH2786  HISTORY     - Date     Condition        Report By
 DH2786  HISTORY     - 1990     MONUMENTED       ALHD
 DH2786
 DH2786                          STATION DESCRIPTION
 DH2786
 DH2786'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2786'THE STATION IS LOCATED IN ST CLAIR COUNTY ON THE EAST RIGHT OF WAY OF
 DH2786'ST CLAIR COUNTY ROAD NO. 12, ABOUT 1.61 KM (1.00 MI) NORTH -
 DH2786'NORTHEAST OF MARGARET AND ABOUT 6.84 KM (4.25 MI) SOUTH OF
 DH2786'SPRINGVILLE.
 DH2786'TO REACH THE STATION FROM THE JUNCTION OF U. S. 411 AND ALA 174, MILE
 DH2786'POST 182.80 ON U. S. 411 AND MILE POST 8.50 ON ALA 174, IN ODENVILLE,
 DH2786'DRIVE NORTHWESTERLY ON ALA 174 2.57 KM (1.60 MI) TO MILE POST 6.90
 DH2786'AND ST CLAIR COUNTY ROAD NO. 12 ON THE LEFT, TURN LEFT ON ST CLAIR
 DH2786'COUNTY ROAD NO. 12 AND DRIVE WEST AND SOUTHWEST 6.76 KM (4.20 MI) TO
 DH2786'A Y INTERSECTION, BEAR LEFT ALONG THE MAIN ROAD WITH THE PAINTED
 DH2786'CENTERLINE AND DRIVE SOUTHWEST 0.40 KM (0.25 MI) TO THE STATION ON
 DH2786'THE LEFT.
 DH2786'THE STATION IS 12.44 M (40.81 FT) EAST OF THE CENTERLINE OF ST CLAIR
 DH2786'COUNTY ROAD NO. 12, 12.65 M (41.50 FT) SOUTH OF THE CORNER OF LOTS 3
 DH2786'AND 4 OF A PROPOSED SUBDIVISION, 16.98 M (55.71 FT) SOUTH OF THE
 DH2786'SOUTHEAST CORNER OF A STONE FIRE PLACE AND CHIMNEY, 0.70 M (2.30 FT)
 DH2786'WEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 DH2786'STATION 58 - 7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2025 ***********************************************************************
 AA2025  DESIGNATION -  58 9
 AA2025  PID         -  AA2025
 AA2025  STATE/COUNTY-  AL/ST CLAIR
 AA2025  USGS QUAD   -  STEELE (1972)
 AA2025
 AA2025                         *CURRENT SURVEY CONTROL
 AA2025  ___________________________________________________________________
 AA2025* NAD 83(1992)-  33 57 15.72697(N)    086 14 21.71248(W)     ADJUSTED  
 AA2025* NAVD 88     -       398.9    (meters)    1309.     (feet)  VERTCON   
 AA2025  ___________________________________________________________________
 AA2025  X           -     347,381.752 (meters)                     COMP
 AA2025  Y           -  -5,284,989.440 (meters)                     COMP
 AA2025  Z           -   3,542,455.816 (meters)                     COMP
 AA2025  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AA2025  ELLIP HEIGHT-         369.85  (meters)          (07/29/02) GPS OBS
 AA2025  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA2025
 AA2025  HORZ ORDER  -  FIRST
 AA2025  ELLP ORDER  -  FOURTH    CLASS I
 AA2025
 AA2025.The horizontal coordinates were established by GPS observations
 AA2025.and adjusted by the National Geodetic Survey in September 1994..
 AA2025
 AA2025.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2025.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2025
 AA2025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2025
 AA2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2025
 AA2025.The ellipsoidal height was determined by GPS observations
 AA2025.and is referenced to NAD 83.
 AA2025
 AA2025.The geoid height was determined by GEOID03.
 AA2025
 AA2025;                    North         East     Units Scale Factor Converg.
 AA2025;SPC AL E     -   383,117.136   162,470.227   MT  0.99997736   -0 13 36.4
 AA2025;UTM  16      - 3,757,357.049   570,281.353   MT  0.99966089   +0 25 29.5
 AA2025
 AA2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2025!SPC AL E     -   0.99994194  x   0.99997736  =   0.99991930
 AA2025!UTM  16      -   0.99994194  x   0.99966089  =   0.99960285
 AA2025
 AA2025:                Primary Azimuth Mark                     Grid Az
 AA2025:SPC AL E     -  58 10                                    089 14 54.0
 AA2025:UTM  16      -  58 10                                    088 35 48.1
 AA2025
 AA2025|---------------------------------------------------------------------|
 AA2025| PID    Reference Object                     Distance      Geod. Az  |
 AA2025|                                                           dddmmss.s |
 AA2025| AA2026 58 10                               419.248 METERS 0890117.6 |
 AA2025|---------------------------------------------------------------------|
 AA2025
 AA2025                          SUPERSEDED SURVEY CONTROL
 AA2025
 AA2025  ELLIP H (09/29/94)  369.92   (m)                       GP(       ) 3 2
 AA2025  NGVD 29 (09/29/94)  398.9    (m)         1309.     (f) GPS OBS        
 AA2025
 AA2025.Superseded values are not recommended for survey control.
 AA2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2025.See file dsdata.txt to determine how the superseded data were derived.
 AA2025
 AA2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7028157357(NAD 83)
 AA2025_MARKER: DD = SURVEY DISK
 AA2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2025_SP_SET: CONCRETE POST
 AA2025_STAMPING: 58-9 1993
 AA2025_MARK LOGO: ALHD  
 AA2025_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2025+STABILITY: SURFACE MOTION
 AA2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2025+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2025
 AA2025  HISTORY     - Date     Condition        Report By
 AA2025  HISTORY     - 1993     MONUMENTED       ALHD
 AA2025
 AA2025                          STATION DESCRIPTION
 AA2025
 AA2025'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2025'THE STATION IS IN ST CLAIR COUNTY ON THE SOUTH RIGHT OF WAY OF A PAVED
 AA2025'COUNTY ROAD ABOUT 2.40 MI (3.86 KM) NORTHWEST OF STEELE AND ABOUT 8.15
 AA2025'MI (13.12 KM) NORTH OF ASHVILLE. TO REACH THE STATION FROM THE
 AA2025'JUNCTION OF U.S. 231 AND U.S. 411 NORTH (MILEPOST 238.10 ON U.S. 231
 AA2025'AND MILEPOST 196.59 ON U.S. 411) IN AHSVILLE, DRIVE NORTHWEST ON U.S.
 AA2025'231 FOR 3.85 MI (6.20 KM) TO MILEPOST 241.95 AND U.S. 11 LEFT AND
 AA2025'RIGHT. TURN RIGHT ON U.S. 11 AND DRIVE NORTHEAST FOR 5.45 MI (8.77 KM)
 AA2025'TO MILEPOST 183.00 AND A PAVED COUNTY ROAD LEFT. TURN LEFT ON THE
 AA2025'PAVED COUNTY ROAD AND DRIVE NORTH FOR 0.60 MI (0.97 KM) TO A REVERSE
 AA2025'Y-INTERSECTION WITH ST CLAIR COUNTY ROAD 42 LEFT AND RIGHT. TURN LEFT
 AA2025'ON ST CLAIR COUNTY ROAD 42 AND DRIVE WEST AND NORTHWEST FOR 3.50 MI
 AA2025'(5.63 KM) TO A T-INTERSECTION WITH ST CLAIR COUNTY ROAD 42 LEFT AND A
 AA2025'PAVED COUNTY ROAD STRAIGHT AHEAD. CONTINUE STRAIGHT AHEAD ON THE PAVED
 AA2025'COUNTY ROAD FOR 0.50 MI (0.80 KM) TO ANOTHER T-INTERSECTION WITH A
 AA2025'PAVED COUNTY ROAD RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA2025'NORTHEAST AND EAST FOR 1.15 MI (1.85 KM) TO THE STATION ON THE RIGHT.
 AA2025'THE STATION IS 22.5 FT (6.9 M) SOUTH OF THE CENTER OF A PAVED COUNTY
 AA2025'ROAD, 47.4 FT (14.4 M) SOUTHEAST OF A METAL MAILBOX ON AN ANTIQUE
 AA2025'BOTTOM PLOW (BOX 54), 49.0 FT (14.9 M) EAST OF THE CENTER OF A GRAVEL
 AA2025'DRIVEWAY, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST AND SET
 AA2025'FLUSH WITH THE GROUND. STATION 58-10 1993 MAY BE USED AS AN AZIMUTH
 AA2025'FOR THIS STATION. BEFORE OCCUPYING THIS STATION AT NIGHT PLEASE NOTIFY
 AA2025'RICHARD ROBINSON PHONE NUMBER 205-538-6992.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0682 ***********************************************************************
 EF0682  DESIGNATION -  581
 EF0682  PID         -  EF0682
 EF0682  STATE/COUNTY-  AL/MORGAN
 EF0682  USGS QUAD   -  DECATUR (1982)
 EF0682
 EF0682                         *CURRENT SURVEY CONTROL
 EF0682  ___________________________________________________________________
 EF0682* NAD 83(1986)-  34 33 12.     (N)    086 58 46.     (W)     SCALED    
 EF0682* NAVD 88     -       177.093  (meters)     581.01   (feet)  ADJUSTED  
 EF0682  ___________________________________________________________________
 EF0682  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EF0682  DYNAMIC HT  -         176.921 (meters)     580.45  (feet)  COMP
 EF0682  MODELED GRAV-     979,656.9   (mgal)                       NAVD 88
 EF0682
 EF0682  VERT ORDER  -  FIRST     CLASS II
 EF0682
 EF0682.The horizontal coordinates were scaled from a topographic map and have
 EF0682.an estimated accuracy of +/- 6 seconds.
 EF0682
 EF0682.The orthometric height was determined by differential leveling
 EF0682.and adjusted by the National Geodetic Survey in June 1991..
 EF0682
 EF0682.The geoid height was determined by GEOID03.
 EF0682
 EF0682.The dynamic height is computed by dividing the NAVD 88
 EF0682.geopotential number by the normal gravity value computed on the
 EF0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0682.degrees latitude (g = 980.6199 gals.).
 EF0682
 EF0682.The modeled gravity was interpolated from observed gravity values.
 EF0682
 EF0682;                    North         East    Units  Estimated Accuracy
 EF0682;SPC AL W     -   505,020.      647,770.      MT  (+/- 180 meters Scaled)
 EF0682
 EF0682                          SUPERSEDED SURVEY CONTROL
 EF0682
 EF0682  NGVD 29 (??/??/92)  177.049  (m)          580.87   (f) ADJ UNCH    1 2
 EF0682
 EF0682.Superseded values are not recommended for survey control.
 EF0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0682.See file dsdata.txt to determine how the superseded data were derived.
 EF0682
 EF0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED018235(NAD 83)
 EF0682_MARKER: Q = CHISELED SQUARE
 EF0682_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0682_SP_SET: CONCRETE FLOOR
 EF0682_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0682
 EF0682  HISTORY     - Date     Condition        Report By
 EF0682  HISTORY     - UNK      MONUMENTED       CGS
 EF0682  HISTORY     - 1934     GOOD             NGS
 EF0682  HISTORY     - 1950     GOOD             TVA
 EF0682
 EF0682                          STATION DESCRIPTION
 EF0682
 EF0682'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0682'2.0 MI N FROM FLINT.
 EF0682'ON THE BIRMINGHAM DIVISION OF THE LOUISVILLE AND NASHVILLE RAILROAD.
 EF0682'ON THE FLOOR OF THE CEDAR LAKE STATION WAITING ROOM.  20.0 EAST OF THE
 EF0682'EAST RAIL.  1.0 FOOT EAST OF THE WEST EDGE AND 2.0 FEET SOUTH OF THE
 EF0682'CENTERLINE OF THE CONCRETE FLOOR.  LEVEL WITH THE TOP OF RAIL.
 EF0682'B.M.-U.S.C. AND G.S.-1934 CUT IN THE CONCRETE AROUND THE MARK.
 EF0682
 EF0682                          STATION RECOVERY (1950)
 EF0682
 EF0682'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0682'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1404 ***********************************************************************
 DH1404  DESIGNATION -  581 B 11
 DH1404  PID         -  DH1404
 DH1404  STATE/COUNTY-  AL/BLOUNT
 DH1404  USGS QUAD   -  WARRIOR (1986)
 DH1404
 DH1404                         *CURRENT SURVEY CONTROL
 DH1404  ___________________________________________________________________
 DH1404* NAD 83(1986)-  33 51 14.     (N)    086 49 27.     (W)     SCALED    
 DH1404* NAVD 88     -       172.114  (meters)     564.68   (feet)  ADJUSTED  
 DH1404  ___________________________________________________________________
 DH1404  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DH1404  DYNAMIC HT  -         171.933 (meters)     564.08  (feet)  COMP
 DH1404  MODELED GRAV-     979,579.2   (mgal)                       NAVD 88
 DH1404
 DH1404  VERT ORDER  -  SECOND    CLASS 0
 DH1404
 DH1404.The horizontal coordinates were scaled from a topographic map and have
 DH1404.an estimated accuracy of +/- 6 seconds.
 DH1404
 DH1404.The orthometric height was determined by differential leveling
 DH1404.and adjusted by the National Geodetic Survey in June 1991..
 DH1404
 DH1404.The geoid height was determined by GEOID03.
 DH1404
 DH1404.The dynamic height is computed by dividing the NAVD 88
 DH1404.geopotential number by the normal gravity value computed on the
 DH1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1404.degrees latitude (g = 980.6199 gals.).
 DH1404
 DH1404.The modeled gravity was interpolated from observed gravity values.
 DH1404
 DH1404;                    North         East    Units  Estimated Accuracy
 DH1404;SPC AL W     -   427,520.      662,540.      MT  (+/- 180 meters Scaled)
 DH1404
 DH1404                          SUPERSEDED SURVEY CONTROL
 DH1404
 DH1404  NGVD 29 (??/??/92)  172.071  (m)          564.54   (f) ADJ UNCH    2 0
 DH1404
 DH1404.Superseded values are not recommended for survey control.
 DH1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1404.See file dsdata.txt to determine how the superseded data were derived.
 DH1404
 DH1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC162459(NAD 83)
 DH1404_MARKER: DD = SURVEY DISK
 DH1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1404_STAMPING: 581 B 11
 DH1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1404+STABILITY: SURFACE MOTION
 DH1404
 DH1404  HISTORY     - Date     Condition        Report By
 DH1404  HISTORY     - UNK      MONUMENTED       ALGS
 DH1404  HISTORY     - 1946     GOOD             NGS
 DH1404  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1404
 DH1404                          STATION DESCRIPTION
 DH1404
 DH1404'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1404'3.55 MI N FROM WARRIOR.
 DH1404'ABOUT 3.55 MILES NORTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1404'WARRIOR, ABOUT 0.35 MILE NORTH OF THE A. R. RUSSELL GROCERY, 90 FEET
 DH1404'NORTHWEST OF THE NORTHWEST CORNER OF THE GEORGE FROMHOLD FARM HOUSE,
 DH1404'AT THE SOUTH END OF A CUT, 109 FEET NORTH OF THE CENTER LINE OF A
 DH1404'DRIVE WAY, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 1.5 FEET
 DH1404'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET ABOVE THE HIGHWAY
 DH1404'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DH1404
 DH1404                          STATION RECOVERY (1982)
 DH1404
 DH1404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1404'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1405 ***********************************************************************
 DH1405  DESIGNATION -  581 B 14
 DH1405  PID         -  DH1405
 DH1405  STATE/COUNTY-  AL/BLOUNT
 DH1405  USGS QUAD   -  WARRIOR (1986)
 DH1405
 DH1405                         *CURRENT SURVEY CONTROL
 DH1405  ___________________________________________________________________
 DH1405* NAD 83(1986)-  33 51 33.     (N)    086 49 49.     (W)     SCALED    
 DH1405* NAVD 88     -       182.192  (meters)     597.74   (feet)  ADJUSTED  
 DH1405  ___________________________________________________________________
 DH1405  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DH1405  DYNAMIC HT  -         182.000 (meters)     597.11  (feet)  COMP
 DH1405  MODELED GRAV-     979,580.2   (mgal)                       NAVD 88
 DH1405
 DH1405  VERT ORDER  -  SECOND    CLASS 0
 DH1405
 DH1405.The horizontal coordinates were scaled from a topographic map and have
 DH1405.an estimated accuracy of +/- 6 seconds.
 DH1405
 DH1405.The orthometric height was determined by differential leveling
 DH1405.and adjusted by the National Geodetic Survey in June 1991..
 DH1405
 DH1405.The geoid height was determined by GEOID03.
 DH1405
 DH1405.The dynamic height is computed by dividing the NAVD 88
 DH1405.geopotential number by the normal gravity value computed on the
 DH1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1405.degrees latitude (g = 980.6199 gals.).
 DH1405
 DH1405.The modeled gravity was interpolated from observed gravity values.
 DH1405
 DH1405;                    North         East    Units  Estimated Accuracy
 DH1405;SPC AL W     -   428,100.      661,970.      MT  (+/- 180 meters Scaled)
 DH1405
 DH1405                          SUPERSEDED SURVEY CONTROL
 DH1405
 DH1405  NGVD 29 (??/??/92)  182.150  (m)          597.60   (f) ADJ UNCH    2 0
 DH1405
 DH1405.Superseded values are not recommended for survey control.
 DH1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1405.See file dsdata.txt to determine how the superseded data were derived.
 DH1405
 DH1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC156465(NAD 83)
 DH1405_MARKER: DD = SURVEY DISK
 DH1405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1405_SP_SET: CULVERT
 DH1405_STAMPING: 581 B 14
 DH1405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1405
 DH1405  HISTORY     - Date     Condition        Report By
 DH1405  HISTORY     - UNK      MONUMENTED       ALGS
 DH1405  HISTORY     - 1947     GOOD             NGS
 DH1405  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1405
 DH1405                          STATION DESCRIPTION
 DH1405
 DH1405'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1405'5.0 MI N FROM WARRIOR.
 DH1405'ABOUT 4.0 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1405'WARRIOR, 150 YARDS NORTHWEST OF THE SOUTHWEST END OF A CONCRETE
 DH1405'CULVERT UNDER THE HIGHWAY, 100 YARDS NORTHWEST OF A ROCK CUT, 56 FEET
 DH1405'SOUTHWEST OF THE CENTER OF THE HIGHWAY, ABOUT 2 FEET HIGHER THAN THE
 DH1405'HIGHWAY.
 DH1405
 DH1405                          STATION RECOVERY (1982)
 DH1405
 DH1405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1405'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1406 ***********************************************************************
 DH1406  DESIGNATION -  581 B 15
 DH1406  PID         -  DH1406
 DH1406  STATE/COUNTY-  AL/BLOUNT
 DH1406  USGS QUAD   -  WARRIOR (1986)
 DH1406
 DH1406                         *CURRENT SURVEY CONTROL
 DH1406  ___________________________________________________________________
 DH1406* NAD 83(1986)-  33 51 50.     (N)    086 49 54.     (W)     SCALED    
 DH1406* NAVD 88     -       187.187  (meters)     614.13   (feet)  ADJUSTED  
 DH1406  ___________________________________________________________________
 DH1406  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DH1406  DYNAMIC HT  -         186.990 (meters)     613.48  (feet)  COMP
 DH1406  MODELED GRAV-     979,580.5   (mgal)                       NAVD 88
 DH1406
 DH1406  VERT ORDER  -  SECOND    CLASS 0
 DH1406
 DH1406.The horizontal coordinates were scaled from a topographic map and have
 DH1406.an estimated accuracy of +/- 6 seconds.
 DH1406
 DH1406.The orthometric height was determined by differential leveling
 DH1406.and adjusted by the National Geodetic Survey in June 1991..
 DH1406
 DH1406.The geoid height was determined by GEOID03.
 DH1406
 DH1406.The dynamic height is computed by dividing the NAVD 88
 DH1406.geopotential number by the normal gravity value computed on the
 DH1406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1406.degrees latitude (g = 980.6199 gals.).
 DH1406
 DH1406.The modeled gravity was interpolated from observed gravity values.
 DH1406
 DH1406;                    North         East    Units  Estimated Accuracy
 DH1406;SPC AL W     -   428,620.      661,840.      MT  (+/- 180 meters Scaled)
 DH1406
 DH1406                          SUPERSEDED SURVEY CONTROL
 DH1406
 DH1406  NGVD 29 (??/??/92)  187.145  (m)          613.99   (f) ADJ UNCH    2 0
 DH1406
 DH1406.Superseded values are not recommended for survey control.
 DH1406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1406.See file dsdata.txt to determine how the superseded data were derived.
 DH1406
 DH1406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC155470(NAD 83)
 DH1406_MARKER: DD = SURVEY DISK
 DH1406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1406_STAMPING: 581 B 15
 DH1406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1406+STABILITY: SURFACE MOTION
 DH1406
 DH1406  HISTORY     - Date     Condition        Report By
 DH1406  HISTORY     - UNK      MONUMENTED       ALGS
 DH1406  HISTORY     - 1946     GOOD             NGS
 DH1406  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1406
 DH1406                          STATION DESCRIPTION
 DH1406
 DH1406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1406'4.3 MI N FROM WARRIOR.
 DH1406'ABOUT 4.3 MILES NORTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1406'WARRIOR, ABOUT 0.3 MILE SOUTH OF A CROSS ROAD, AT THE NORTH END OF A
 DH1406'CUT, 48 FEET WEST AND ACROSS THE HIGHWAY FROM THE SOUTH END POST OF A
 DH1406'GUARD RAIL ON THE EAST SIDE OF THE HIGHWAY, 36 FEET WEST OF THE CENTER
 DH1406'LINE OF THE HIGHWAY, 23.5 FEET SOUTHEAST OF A TRIANGULAR BLAZED 6-INCH
 DH1406'PINE TREE, 29 FEET NORTHEAST OF A TRIANGULAR BLAZED 10-INCH PINE TREE,
 DH1406'14.5 FEET NORTHEAST OF CONCRETE HIGHWAY RIGHT-OF-WAY MARKER NO.
 DH1406'197-29.7, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1.5
 DH1406'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT
 DH1406'FLUSH WITH THE GROUND.
 DH1406
 DH1406                          STATION RECOVERY (1982)
 DH1406
 DH1406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1406'NOT RECOVERED, INADEQUATE DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2386 ***********************************************************************
 DH2386  DESIGNATION -  581 B 48
 DH2386  PID         -  DH2386
 DH2386  STATE/COUNTY-  AL/BLOUNT
 DH2386  USGS QUAD   -  NECTAR (1978)
 DH2386
 DH2386                         *CURRENT SURVEY CONTROL
 DH2386  ___________________________________________________________________
 DH2386* NAD 83(1986)-  33 59 49.     (N)    086 44 58.     (W)     SCALED    
 DH2386* NAVD 88     -       132.278  (meters)     433.98   (feet)  ADJUSTED  
 DH2386  ___________________________________________________________________
 DH2386  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DH2386  DYNAMIC HT  -         132.140 (meters)     433.53  (feet)  COMP
 DH2386  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 DH2386
 DH2386  VERT ORDER  -  FIRST     CLASS II
 DH2386
 DH2386.The horizontal coordinates were scaled from a topographic map and have
 DH2386.an estimated accuracy of +/- 6 seconds.
 DH2386
 DH2386.The orthometric height was determined by differential leveling
 DH2386.and adjusted by the National Geodetic Survey in June 1991..
 DH2386
 DH2386.The geoid height was determined by GEOID03.
 DH2386
 DH2386.The dynamic height is computed by dividing the NAVD 88
 DH2386.geopotential number by the normal gravity value computed on the
 DH2386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2386.degrees latitude (g = 980.6199 gals.).
 DH2386
 DH2386.The modeled gravity was interpolated from observed gravity values.
 DH2386
 DH2386;                    North         East    Units  Estimated Accuracy
 DH2386;SPC AL W     -   443,430.      669,340.      MT  (+/- 180 meters Scaled)
 DH2386
 DH2386                          SUPERSEDED SURVEY CONTROL
 DH2386
 DH2386.No superseded survey control is available for this station.
 DH2386
 DH2386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC231618(NAD 83)
 DH2386_MARKER: DD = SURVEY DISK
 DH2386_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH2386_SP_SET: ABUTMENT
 DH2386_STAMPING: B 581 48
 DH2386_MARK LOGO: ALGS  
 DH2386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2386+STABILITY: SURFACE MOTION
 DH2386
 DH2386  HISTORY     - Date     Condition        Report By
 DH2386  HISTORY     - UNK      MONUMENTED       ALGS
 DH2386  HISTORY     - 1982     GOOD             NGS
 DH2386
 DH2386                          STATION DESCRIPTION
 DH2386
 DH2386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2386'IN GARDEN CITY.
 DH2386'IN GARDEN CITY, SET IN TOP OF THE EAST END OF THE SOUTH CONCRETE
 DH2386'BRIDGE ABUTMENT OF OLD U.S. HIGHWAY 31 STEEL BRIDGE OVER THE BLACK
 DH2386'WARRIOR RIVER, NEAR THE SOUTH EDGE OF TOWN, 2.4 METERS (8.0 FT)
 DH2386'SOUTHEAST OF THE CENTERLINE OF AN ASPHALT ROAD, AND 0.61 METERS
 DH2386'(2.0 FT) SOUTHWEST OF THE SOUTHWEST END OF A STEEL BRIDGE GUARD RAIL.
 DH2386'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0747 ***********************************************************************
 EF0747  DESIGNATION -  59
 EF0747  PID         -  EF0747
 EF0747  STATE/COUNTY-  AL/LIMESTONE
 EF0747  USGS QUAD   -  JONES CROSSROADS (1976)
 EF0747
 EF0747                         *CURRENT SURVEY CONTROL
 EF0747  ___________________________________________________________________
 EF0747* NAD 83(1986)-  34 40 46.     (N)    087 05 11.     (W)     SCALED    
 EF0747* NAVD 88     -       167.289  (meters)     548.85   (feet)  POSTED    
 EF0747  ___________________________________________________________________
 EF0747  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EF0747  DYNAMIC HT  -         167.130 (meters)     548.33  (feet)  COMP
 EF0747  MODELED GRAV-     979,670.6   (mgal)                       NAVD 88
 EF0747
 EF0747  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0747
 EF0747.The horizontal coordinates were scaled from a topographic map and have
 EF0747.an estimated accuracy of +/- 6 seconds.
 EF0747
 EF0747.The orthometric height was determined by differential leveling
 EF0747.and adjusted by the National Geodetic Survey in 1992..
 EF0747.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0747.rate of 0.0 thru 1.0 mm/km.
 EF0747
 EF0747.The geoid height was determined by GEOID03.
 EF0747
 EF0747.The dynamic height is computed by dividing the NAVD 88
 EF0747.geopotential number by the normal gravity value computed on the
 EF0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0747.degrees latitude (g = 980.6199 gals.).
 EF0747
 EF0747.The modeled gravity was interpolated from observed gravity values.
 EF0747
 EF0747;                    North         East    Units  Estimated Accuracy
 EF0747;SPC AL W     -   518,960.      637,900.      MT  (+/- 180 meters Scaled)
 EF0747
 EF0747                          SUPERSEDED SURVEY CONTROL
 EF0747
 EF0747  NGVD 29 (??/??/92)  167.245  (m)          548.70   (f) ADJ UNCH    1 2
 EF0747
 EF0747.Superseded values are not recommended for survey control.
 EF0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0747.See file dsdata.txt to determine how the superseded data were derived.
 EF0747
 EF0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD920374(NAD 83)
 EF0747_MARKER: DD = SURVEY DISK
 EF0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0747+STABILITY: SURFACE MOTION
 EF0747
 EF0747  HISTORY     - Date     Condition        Report By
 EF0747  HISTORY     - UNK      MONUMENTED       USE
 EF0747  HISTORY     - 1933     GOOD             NGS
 EF0747
 EF0747                          STATION DESCRIPTION
 EF0747
 EF0747'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0747'7.25 MI NW FROM DECATUR.
 EF0747'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 167 1/4,
 EF0747'ON WHAT IS KNOWN AS MASONS ISLAND, ON CREST OF BANK APPROX 10 FEET
 EF0747'NORTH OF 16 IN. BLAZED HICKORY TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2796 ***********************************************************************
 DH2796  DESIGNATION -  59 1
 DH2796  PID         -  DH2796
 DH2796  STATE/COUNTY-  AL/SHELBY
 DH2796  USGS QUAD   -  HELENA (1988)
 DH2796
 DH2796                         *CURRENT SURVEY CONTROL
 DH2796  ___________________________________________________________________
 DH2796* NAD 83(1992)-  33 17 38.97934(N)    086 48 42.26372(W)     ADJUSTED  
 DH2796* NAVD 88     -       141.5    (meters)     464.     (feet)  VERTCON   
 DH2796  ___________________________________________________________________
 DH2796  X           -     296,812.508 (meters)                     COMP
 DH2796  Y           -  -5,328,469.820 (meters)                     COMP
 DH2796  Z           -   3,481,335.923 (meters)                     COMP
 DH2796  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DH2796  ELLIP HEIGHT-         112.55  (meters)          (07/29/02) GPS OBS
 DH2796  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH2796
 DH2796  HORZ ORDER  -  FIRST
 DH2796  ELLP ORDER  -  FOURTH    CLASS I
 DH2796
 DH2796.The horizontal coordinates were established by GPS observations
 DH2796.and adjusted by the National Geodetic Survey in December 1992..
 DH2796
 DH2796.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2796.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2796
 DH2796.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2796
 DH2796.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2796
 DH2796.The ellipsoidal height was determined by GPS observations
 DH2796.and is referenced to NAD 83.
 DH2796
 DH2796.The geoid height was determined by GEOID03.
 DH2796
 DH2796;                    North         East     Units Scale Factor Converg.
 DH2796;SPC AL W     -   365,446.177   664,102.174   MT  0.99998398   +0 22 40.2
 DH2796;UTM  16      - 3,683,914.230   517,527.894   MT  0.99960379   +0 06 12.0
 DH2796
 DH2796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2796!SPC AL W     -   0.99998233  x   0.99998398  =   0.99996631
 DH2796!UTM  16      -   0.99998233  x   0.99960379  =   0.99958613
 DH2796
 DH2796                          SUPERSEDED SURVEY CONTROL
 DH2796
 DH2796  ELLIP H (12/04/92)  112.62   (m)                       GP(       ) 4 1
 DH2796  NAD 83(1986)-  33 17 38.98436(N)    086 48 42.26693(W) AD(       ) 1
 DH2796  NGVD 29 (12/04/92)  141.5    (m)          464.     (f) GPS OBS        
 DH2796
 DH2796.Superseded values are not recommended for survey control.
 DH2796.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2796.See file dsdata.txt to determine how the superseded data were derived.
 DH2796
 DH2796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1752883914(NAD 83)
 DH2796_MARKER: DD = SURVEY DISK
 DH2796_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2796_SP_SET: CONCRETE POST
 DH2796_STAMPING: 59-1 1990
 DH2796_MARK LOGO: ALHD  
 DH2796_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2796_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2796+STABILITY: SURFACE MOTION
 DH2796_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2796+SATELLITE: SATELLITE OBSERVATIONS - October 04, 2004
 DH2796
 DH2796  HISTORY     - Date     Condition        Report By
 DH2796  HISTORY     - 1990     MONUMENTED       ALHD
 DH2796  HISTORY     - 20041004 GOOD             LOCSUR
 DH2796
 DH2796                          STATION DESCRIPTION
 DH2796
 DH2796'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2796'THE STATION IS LOCATED IN SHELBY COUNTY ON THE EAST RIGHT OF WAY ON
 DH2796'U.S.31 IN PELHAM.
 DH2796'TO REACH THE STATION FROM THE JUNCTION OF U.S.31 AND SHELBY COUNTY
 DH2796'ROAD NO.52 MILE POST 257.80 IN PELHAM, DRIVE NORTH ON U.S.31, 0.60 MI
 DH2796'(0.97 KM) TO MILE POST 258.40 AND THE STATION ON THE RIGHT.
 DH2796'THE STATION IS LOCATED ON THE EAST RIGHT OF WAY OF U.S.31 BETWEEN THE
 DH2796'SOUTHEASTERN MEAT COMPANY AND THE LIFE OF LISURE SATELITE T.V. SPAS
 DH2796'AND POOLS. 14.2 FT (4.3 M) SOUTH-SOUTHWEST OF THE CENTER OF A SEWER
 DH2796'MANHOLE, 32.5 FT (9.9 M) SOUTH-SOUTHEAST OF A LIGHT POLE. 50.2 FT
 DH2796'(15.3 M) EAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF U.S.31,
 DH2796'93.5 FT (28.5 M) NORTH-NORTHWEST OF A LARGE POWER POLE. 2.6 FT
 DH2796'(0.8 M) WEST OF A CORSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2796'GROUND.
 DH2796'STATION PELHAM MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2796
 DH2796                          STATION RECOVERY (2004)
 DH2796
 DH2796'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (LJA)
 DH2796'RECOVERED AS DESCRIBED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2056 ***********************************************************************
 AA2056  DESIGNATION -  59 10
 AA2056  PID         -  AA2056
 AA2056  STATE/COUNTY-  AL/SHELBY
 AA2056  USGS QUAD   -  OZAN (1979)
 AA2056
 AA2056                         *CURRENT SURVEY CONTROL
 AA2056  ___________________________________________________________________
 AA2056* NAD 83(1992)-  33 06 37.87046(N)    086 42 38.47436(W)     ADJUSTED  
 AA2056* NAVD 88     -       160.5    (meters)     527.     (feet)  VERTCON   
 AA2056  ___________________________________________________________________
 AA2056  X           -     306,850.723 (meters)                     COMP
 AA2056  Y           -  -5,339,088.702 (meters)                     COMP
 AA2056  Z           -   3,464,303.740 (meters)                     COMP
 AA2056  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA2056  ELLIP HEIGHT-         131.39  (meters)          (07/29/02) GPS OBS
 AA2056  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AA2056
 AA2056  HORZ ORDER  -  FIRST
 AA2056  ELLP ORDER  -  FOURTH    CLASS I
 AA2056
 AA2056.The horizontal coordinates were established by GPS observations
 AA2056.and adjusted by the National Geodetic Survey in September 1994..
 AA2056
 AA2056.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2056.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2056
 AA2056.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2056
 AA2056.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2056
 AA2056.The ellipsoidal height was determined by GPS observations
 AA2056.and is referenced to NAD 83.
 AA2056
 AA2056.The geoid height was determined by GEOID03.
 AA2056
 AA2056;                    North         East     Units Scale Factor Converg.
 AA2056;SPC AL W     -   345,146.070   673,667.740   MT  1.00000022   +0 25 52.3
 AA2056;UTM  16      - 3,663,576.490   526,992.686   MT  0.99960898   +0 09 28.9
 AA2056
 AA2056!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2056!SPC AL W     -   0.99997937  x   1.00000022  =   0.99997959
 AA2056!UTM  16      -   0.99997937  x   0.99960898  =   0.99958836
 AA2056
 AA2056:                Primary Azimuth Mark                     Grid Az
 AA2056:SPC AL W     -  59 9                                     214 47 59.0
 AA2056:UTM  16      -  59 9                                     215 04 22.4
 AA2056
 AA2056|---------------------------------------------------------------------|
 AA2056| PID    Reference Object                     Distance      Geod. Az  |
 AA2056|                                                           dddmmss.s |
 AA2056| AA2055 59 9                                441.974 METERS 2151351.3 |
 AA2056|---------------------------------------------------------------------|
 AA2056
 AA2056                          SUPERSEDED SURVEY CONTROL
 AA2056
 AA2056  ELLIP H (09/29/94)  131.46   (m)                       GP(       ) 3 2
 AA2056  NGVD 29 (09/29/94)  160.4    (m)          526.     (f) GPS OBS        
 AA2056
 AA2056.Superseded values are not recommended for survey control.
 AA2056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2056.See file dsdata.txt to determine how the superseded data were derived.
 AA2056
 AA2056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2699363576(NAD 83)
 AA2056_MARKER: DD = SURVEY DISK
 AA2056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2056_SP_SET: CONCRETE POST
 AA2056_STAMPING: 59-10 1993
 AA2056_MARK LOGO: ALHD  
 AA2056_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2056+STABILITY: SURFACE MOTION
 AA2056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2056+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2056
 AA2056  HISTORY     - Date     Condition        Report By
 AA2056  HISTORY     - 1993     MONUMENTED       ALHD
 AA2056  HISTORY     - 20010219 POOR             LOCSUR
 AA2056
 AA2056                          STATION DESCRIPTION
 AA2056
 AA2056'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2056'THE STATION IS IN SHELBY COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA2056'SHELBY COUNTY ROAD 86 IN CALERA. TO REACH THE STATION FROM THE
 AA2056'JUNCTION OF U.S. 31 AND AL 25 NORTH (MILEPOST 243.66 ON U.S. 31 AND
 AA2056'MILEPOST 118.37 ON AL 25) IN CALERA, DRIVE EAST AND NORTHEAST ON AL 25
 AA2056'FOR 2.60 MI (4.18 KM) TO MILEPOST 120.95 AND SHELBY COUNTY ROAD 86
 AA2056'RIGHT. TURN RIGHT ON SHELBY COUNTY ROAD 86 AND DRIVE SOUTHEAST FOR
 AA2056'0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT
 AA2056'(0.9 M) NORTHEAST OF A THREE STRAND BARBED WIRE FENCE ON OLD TREATED
 AA2056'WOOD POSTS, 36.9 FT (11.2 M) SOUTHWEST OF THE CENTERLINE OF SHELBY
 AA2056'COUNTY ROAD 86, 140.0 FT (42.7 M) SOUTHEAST OF A JUNCTION COUNTY ROAD
 AA2056'306 SIGN, 2.6 FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET
 AA2056'FLUSH WITH THE GROUND. STATION 59-9 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2056'THIS STATION.
 AA2056
 AA2056                          STATION RECOVERY (2001)
 AA2056
 AA2056'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (JKM)
 AA2056'POINT IS DISTURBED AND HAS MOVED APPROX. 0.4 FEET ACCORDING TO 3 OPUS
 AA2056'SESSIONS (4 AND 8 HOURS) AND 2 TIES TO OTHER 1ST ORDER POINTS IN THE
 AA2056'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2057 ***********************************************************************
 AA2057  DESIGNATION -  59 11
 AA2057  PID         -  AA2057
 AA2057  STATE/COUNTY-  AL/SHELBY
 AA2057  USGS QUAD   -  COLUMBIANA (1980)
 AA2057
 AA2057                         *CURRENT SURVEY CONTROL
 AA2057  ___________________________________________________________________
 AA2057* NAD 83(1992)-  33 09 27.26553(N)    086 33 50.81584(W)     ADJUSTED  
 AA2057* NAVD 88     -       150.9    (meters)     495.     (feet)  VERTCON   
 AA2057  ___________________________________________________________________
 AA2057  X           -     320,336.508 (meters)                     COMP
 AA2057  Y           -  -5,335,430.761 (meters)                     COMP
 AA2057  Z           -   3,468,668.603 (meters)                     COMP
 AA2057  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA2057  ELLIP HEIGHT-         121.74  (meters)          (07/29/02) GPS OBS
 AA2057  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA2057
 AA2057  HORZ ORDER  -  FIRST
 AA2057  ELLP ORDER  -  FOURTH    CLASS I
 AA2057
 AA2057.The horizontal coordinates were established by GPS observations
 AA2057.and adjusted by the National Geodetic Survey in September 1994..
 AA2057
 AA2057.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2057.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2057
 AA2057.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2057
 AA2057.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2057
 AA2057.The ellipsoidal height was determined by GPS observations
 AA2057.and is referenced to NAD 83.
 AA2057
 AA2057.The geoid height was determined by GEOID03.
 AA2057
 AA2057;                    North         East     Units Scale Factor Converg.
 AA2057;SPC AL W     -   350,477.150   687,301.367   MT  1.00002727   +0 30 42.9
 AA2057;UTM  16      - 3,668,840.371   540,646.138   MT  0.99962037   +0 14 18.3
 AA2057
 AA2057!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2057!SPC AL W     -   0.99998089  x   1.00002727  =   1.00000816
 AA2057!UTM  16      -   0.99998089  x   0.99962037  =   0.99960126
 AA2057
 AA2057:                Primary Azimuth Mark                     Grid Az
 AA2057:SPC AL W     -  59 12                                    088 56 07.1
 AA2057:UTM  16      -  59 12                                    089 12 31.7
 AA2057
 AA2057|---------------------------------------------------------------------|
 AA2057| PID    Reference Object                     Distance      Geod. Az  |
 AA2057|                                                           dddmmss.s |
 AA2057| AA2058 59 12                               429.422 METERS 0892650.0 |
 AA2057|---------------------------------------------------------------------|
 AA2057
 AA2057                          SUPERSEDED SURVEY CONTROL
 AA2057
 AA2057  ELLIP H (09/29/94)  121.80   (m)                       GP(       ) 3 2
 AA2057  NGVD 29 (09/29/94)  150.8    (m)          495.     (f) GPS OBS        
 AA2057
 AA2057.Superseded values are not recommended for survey control.
 AA2057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2057.See file dsdata.txt to determine how the superseded data were derived.
 AA2057
 AA2057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4064668840(NAD 83)
 AA2057_MARKER: DD = SURVEY DISK
 AA2057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2057_SP_SET: CONCRETE POST
 AA2057_STAMPING: 59-11 1993
 AA2057_MARK LOGO: ALHD  
 AA2057_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2057+STABILITY: SURFACE MOTION
 AA2057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2057+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2057
 AA2057  HISTORY     - Date     Condition        Report By
 AA2057  HISTORY     - 1993     MONUMENTED       ALHD
 AA2057
 AA2057                          STATION DESCRIPTION
 AA2057
 AA2057'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2057'THE STATION IS IN SHELBY COUNTY ON THE NORTH RIGHT OF WAY OF SHELBY
 AA2057'COUNTY ROAD 78 ABOUT 2.75 MI (4.43 KM) SOUTHEAST OF COLUMBIANA AND
 AA2057'ABOUT 6.90 MI (11.10 KM) SOUTHWEST OF WILSONVILLE. TO REACH THE
 AA2057'STATION FROM THE JUNCTION OF AL 25 AND AL 70 WEST (MILEPOST 128.76 ON
 AA2057'AL 25 AND MILEPOST 8.33 ON AL 70) IN COLUMBIANA, DRIVE EAST ON A PAVED
 AA2057'CITY STREET FOR 0.50 MI (0.80 KM) TO A FOUR WAY INTERSECTION AT A RED
 AA2057'LIGHT. TURN RIGHT AT THE INTERSECTION AND DRIVE SOUTH FOR 0.05 MI
 AA2057'(0.08 KM) TO A Y-INTERSECTION AT THE COURTHOUSE WITH SHELBY COUNTY
 AA2057'ROAD 47 TO THE LEFT AND A PAVED COUNTY ROAD TO THE RIGHT. BARE LEFT ON
 AA2057'SHELBY COUNTY ROAD 47 AND DRIVE SOUTH FOR 0.75 MI (1.21 KM) TO A
 AA2057'T-INTERSECTION WITH SHELBY COUNTY ROAD 47 STRAIGHT AHEAD AND SHELBY
 AA2057'COUNTY ROAD 78 LEFT. TURN LEFT ON SHELBY COUNTY ROAD 78 AND DRIVE
 AA2057'SOUTHEAST AND EAST FOR 2.55 MI (4.10 KM) TO THE STATION ON THE LEFT.
 AA2057'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A PROPOSED NEW FENCELINE ON NEW
 AA2057'WOOD POSTS, 37.1 FT (11.3 M) NORTH OF THE CENTERLINE OF SHELBY COUNTY
 AA2057'ROAD 78, 41.1 FT (12.5 M) NORTHWEST OF A METAL MAILBOX ON A BLACK
 AA2057'METAL POST (2414), 71.8 FT (21.9 M) WEST OF A TELEPHONE CABLE
 AA2057'PEDESTAL, 72.3 FT (22.0 M) WEST OF A JUNCTION POWER AND CABLE POLE,
 AA2057'76.4 FT (23.3 M) NORTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY ACROSS
 AA2057'THE ROAD, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET
 AA2057'FLUSH WITH THE GROUND. STATION 59-12 1993 MAY BE USED AS AN AZIMUTH
 AA2057'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2058 ***********************************************************************
 AA2058  DESIGNATION -  59 12
 AA2058  PID         -  AA2058
 AA2058  STATE/COUNTY-  AL/SHELBY
 AA2058  USGS QUAD   -  COLUMBIANA (1980)
 AA2058
 AA2058                         *CURRENT SURVEY CONTROL
 AA2058  ___________________________________________________________________
 AA2058* NAD 83(1992)-  33 09 27.39970(N)    086 33 34.24493(W)     ADJUSTED  
 AA2058* NAVD 88     -       148.1    (meters)     486.     (feet)  VERTCON   
 AA2058  ___________________________________________________________________
 AA2058  X           -     320,764.870 (meters)                     COMP
 AA2058  Y           -  -5,335,400.437 (meters)                     COMP
 AA2058  Z           -   3,468,670.548 (meters)                     COMP
 AA2058  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA2058  ELLIP HEIGHT-         118.97  (meters)          (07/29/02) GPS OBS
 AA2058  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA2058
 AA2058  HORZ ORDER  -  FIRST
 AA2058  ELLP ORDER  -  FOURTH    CLASS I
 AA2058
 AA2058.The horizontal coordinates were established by GPS observations
 AA2058.and adjusted by the National Geodetic Survey in September 1994..
 AA2058
 AA2058.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2058.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2058
 AA2058.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2058
 AA2058.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2058
 AA2058.The ellipsoidal height was determined by GPS observations
 AA2058.and is referenced to NAD 83.
 AA2058
 AA2058.The geoid height was determined by GEOID03.
 AA2058
 AA2058;                    North         East     Units Scale Factor Converg.
 AA2058;SPC AL W     -   350,485.130   687,730.726   MT  1.00002820   +0 30 51.9
 AA2058;UTM  16      - 3,668,846.298   541,075.356   MT  0.99962080   +0 14 27.3
 AA2058
 AA2058!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2058!SPC AL W     -   0.99998132  x   1.00002820  =   1.00000952
 AA2058!UTM  16      -   0.99998132  x   0.99962080  =   0.99960213
 AA2058
 AA2058:                Primary Azimuth Mark                     Grid Az
 AA2058:SPC AL W     -  59 11                                    268 56 07.2
 AA2058:UTM  16      -  59 11                                    269 12 31.8
 AA2058
 AA2058|---------------------------------------------------------------------|
 AA2058| PID    Reference Object                     Distance      Geod. Az  |
 AA2058|                                                           dddmmss.s |
 AA2058| AA2057 59 11                               429.422 METERS 2692659.1 |
 AA2058|---------------------------------------------------------------------|
 AA2058
 AA2058                          SUPERSEDED SURVEY CONTROL
 AA2058
 AA2058  ELLIP H (09/29/94)  119.03   (m)                       GP(       ) 3 2
 AA2058  NGVD 29 (09/29/94)  148.1    (m)          486.     (f) GPS OBS        
 AA2058
 AA2058.Superseded values are not recommended for survey control.
 AA2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2058.See file dsdata.txt to determine how the superseded data were derived.
 AA2058
 AA2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4107568846(NAD 83)
 AA2058_MARKER: DD = SURVEY DISK
 AA2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2058_SP_SET: CONCRETE POST
 AA2058_STAMPING: 59-12 1993
 AA2058_MARK LOGO: ALHD  
 AA2058_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2058+STABILITY: SURFACE MOTION
 AA2058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2058+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2058
 AA2058  HISTORY     - Date     Condition        Report By
 AA2058  HISTORY     - 1993     MONUMENTED       ALHD
 AA2058
 AA2058                          STATION DESCRIPTION
 AA2058
 AA2058'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2058'THE STATION IS IN SHELBY COUNTY ON THE NORTH RIGHT OF WAY OF SHELBY
 AA2058'COUNTY ROAD 78 ABOUT 3.00 MI (4.83 KM) SOUTHEAST OF COLUMBIANA AND
 AA2058'ABOUT 6.75 MI (10.86 KM) SOUTHWEST OF WILSONVILLE. TO REACH THE
 AA2058'STATION FROM THE JUNCTION OF AL 25 AND AL 70 WEST (MILEPOST 128.76 ON
 AA2058'AL 25 AND MILEPOST 8.33 ON AL 70) IN COLUMBIANA, DRIVE EAST ON A PAVED
 AA2058'CITY STREET FOR 0.50 MI (0.80 KM) TO A RED LIGHT AT A FOUR WAY
 AA2058'INTERSECTION. TURN RIGHT AT THE RED LIGHT AND DRIVE SOUTH FOR 0.05 MI
 AA2058'(0.08 KM) TO A Y-INTERSECTION AT THE COURTHOUSE WITH A PAVED COUNTY
 AA2058'ROAD RIGHT AND SHELBY COUNTY ROAD 47 LEFT. BARE LEFT ON SHELBY COUNTY
 AA2058'ROAD 47 AND DRIVE SOUTH FOR 0.75 MI (1.21 KM) TO A T-INTERSECTION WITH
 AA2058'SHELBY COUNTY ROAD 47 STRAIGHT AHEAD AND SHELBY COUNTY ROAD 78 LEFT.
 AA2058'TURN LEFT ON SHELBY COUNTY ROAD 78 AND DRIVE SOUTHEAST AND EAST FOR
 AA2058'2.80 MI (4.51 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA2058'(0.9 M) SOUTH OF A HOG WIRE FENCE ON TREATED WOOD POSTS, 10.1 FT (3.1
 AA2058'M) WEST-SOUTHWEST OF THE SOUTHEAST FENCE CORNER OF A HOG WIRE FENCE ON
 AA2058'TREATED WOOD POSTS, 31.5 FT (9.6 M) EAST OF THE EAST POST OF A METAL
 AA2058'GATE LEADING TO A HORSE BARN, 36.5 FT (11.1 M) NORTH OF THE CENTERLINE
 AA2058'OF SHELBY COUNTY ROAD 78, 39.5 FT (12.0 M) EAST OF THE CENTER OF A
 AA2058'GRAVEL DRIVEWAY LEADING TO A HORSE BARN, 47.5 FT (14.5 M) EAST OF THE
 AA2058'WEST POST OF A METAL GATE LEADING TO A HORSE BARN, 53.3 FT (16.2 M)
 AA2058'WEST-NORTHWEST OF A LARGE METAL MAILBOX ON A WOOD POST (2670 MOONEY
 AA2058'RD), 68.6 FT (20.9 M) EAST-NORTHEAST OF THE NORTH POST OF A BUTLER
 AA2058'ARABIANS SIGN, 69.6 FT (21.2 M) EAST-NORTHEAST OF THE SOUTH POST OF A
 AA2058'BUTLER ARABIANS SIGN, 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST
 AA2058'AND SET FLUSH WITH THE GROUND. STATION 59-11 1993 MAY BE USED AS AN
 AA2058'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2059 ***********************************************************************
 AA2059  DESIGNATION -  59 13
 AA2059  PID         -  AA2059
 AA2059  STATE/COUNTY-  AL/SHELBY
 AA2059  USGS QUAD   -  BOUNDS LAKE (1980)
 AA2059
 AA2059                         *CURRENT SURVEY CONTROL
 AA2059  ___________________________________________________________________
 AA2059* NAD 83(1992)-  33 08 45.80789(N)    086 40 27.64597(W)     ADJUSTED  
 AA2059* NAVD 88     -       159.0    (meters)     522.     (feet)  VERTCON   
 AA2059  ___________________________________________________________________
 AA2059  X           -     310,112.071 (meters)                     COMP
 AA2059  Y           -  -5,336,741.264 (meters)                     COMP
 AA2059  Z           -   3,467,603.718 (meters)                     COMP
 AA2059  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AA2059  ELLIP HEIGHT-         129.87  (meters)          (07/29/02) GPS OBS
 AA2059  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA2059
 AA2059  HORZ ORDER  -  FIRST
 AA2059  ELLP ORDER  -  FOURTH    CLASS I
 AA2059
 AA2059.The horizontal coordinates were established by GPS observations
 AA2059.and adjusted by the National Geodetic Survey in September 1994..
 AA2059
 AA2059.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2059.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2059
 AA2059.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2059
 AA2059.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2059
 AA2059.The ellipsoidal height was determined by GPS observations
 AA2059.and is referenced to NAD 83.
 AA2059
 AA2059.The geoid height was determined by GEOID03.
 AA2059
 AA2059;                    North         East     Units Scale Factor Converg.
 AA2059;SPC AL W     -   349,113.511   677,028.572   MT  1.00000646   +0 27 05.3
 AA2059;UTM  16      - 3,667,526.302   530,371.074   MT  0.99961137   +0 10 41.0
 AA2059
 AA2059!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2059!SPC AL W     -   0.99997961  x   1.00000646  =   0.99998607
 AA2059!UTM  16      -   0.99997961  x   0.99961137  =   0.99959099
 AA2059
 AA2059                          SUPERSEDED SURVEY CONTROL
 AA2059
 AA2059  ELLIP H (09/29/94)  129.94   (m)                       GP(       ) 3 2
 AA2059  NGVD 29 (09/29/94)  158.9    (m)          521.     (f) GPS OBS        
 AA2059
 AA2059.Superseded values are not recommended for survey control.
 AA2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2059.See file dsdata.txt to determine how the superseded data were derived.
 AA2059
 AA2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3037167526(NAD 83)
 AA2059_MARKER: DD = SURVEY DISK
 AA2059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2059_SP_SET: CONCRETE POST
 AA2059_STAMPING: 59-13 1993
 AA2059_MARK LOGO: ALHD  
 AA2059_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2059+STABILITY: SURFACE MOTION
 AA2059_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2059+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2059
 AA2059  HISTORY     - Date     Condition        Report By
 AA2059  HISTORY     - 1993     MONUMENTED       ALHD
 AA2059
 AA2059                          STATION DESCRIPTION
 AA2059
 AA2059'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2059'THE STATION IS IN SHELBY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF AL 25
 AA2059'ABOUT 5.40 MI (8.69 KM) NORTHEAST OF CALERA AND ABOUT 4.45 MI (7.16
 AA2059'KM) SOUTHWEST OF COLUMBIANA. TO REACH THE STATION FROM THE JUNCTION OF
 AA2059'U.S. 31 AND AL 25 NORTH (MILEPOST 243.66 ON U.S. 31 AND MILEPOST
 AA2059'118.37 ON AL 25) IN CALERA, DRIVE EAST AND NORTHEAST ON AL 25 FOR 5.90
 AA2059'MI (9.49 KM) TO MILEPOST 124.25 AND THE STATION ON THE RIGHT. THE
 AA2059'STATION IS 5.2 FT (1.6 M) NORTHWEST OF A WOOD BOARD FENCE, 35.6 FT
 AA2059'(10.9 M) SOUTHEAST OF THE CENTERLINE OF AL 25, 107.5 FT (32.8 M)
 AA2059'SOUTHWEST OF A POWER POLE WITH ONE GUY WIRE, 4.5 FT (1.4 M) NORTHWEST
 AA2059'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA2059'59-14 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2060 ***********************************************************************
 AA2060  DESIGNATION -  59 14
 AA2060  PID         -  AA2060
 AA2060  STATE/COUNTY-  AL/SHELBY
 AA2060  USGS QUAD   -  BOUNDS LAKE (1980)
 AA2060
 AA2060                         *CURRENT SURVEY CONTROL
 AA2060  ___________________________________________________________________
 AA2060* NAD 83(1992)-  33 09 04.27719(N)    086 40 06.79309(W)     ADJUSTED  
 AA2060* NAVD 88     -       151.0    (meters)     495.     (feet)  VERTCON   
 AA2060  ___________________________________________________________________
 AA2060  X           -     310,633.130 (meters)                     COMP
 AA2060  Y           -  -5,336,392.577 (meters)                     COMP
 AA2060  Z           -   3,468,075.740 (meters)                     COMP
 AA2060  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 AA2060  ELLIP HEIGHT-         121.86  (meters)          (07/29/02) GPS OBS
 AA2060  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA2060
 AA2060  HORZ ORDER  -  FIRST
 AA2060  ELLP ORDER  -  FOURTH    CLASS I
 AA2060
 AA2060.The horizontal coordinates were established by GPS observations
 AA2060.and adjusted by the National Geodetic Survey in September 1994..
 AA2060
 AA2060.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2060.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2060
 AA2060.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2060
 AA2060.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2060
 AA2060.The ellipsoidal height was determined by GPS observations
 AA2060.and is referenced to NAD 83.
 AA2060
 AA2060.The geoid height was determined by GEOID03.
 AA2060
 AA2060;                    North         East     Units Scale Factor Converg.
 AA2060;SPC AL W     -   349,686.764   677,564.475   MT  1.00000748   +0 27 16.9
 AA2060;UTM  16      - 3,668,096.766   530,909.493   MT  0.99961178   +0 10 52.5
 AA2060
 AA2060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2060!SPC AL W     -   0.99998087  x   1.00000748  =   0.99998835
 AA2060!UTM  16      -   0.99998087  x   0.99961178  =   0.99959266
 AA2060
 AA2060                          SUPERSEDED SURVEY CONTROL
 AA2060
 AA2060  ELLIP H (09/29/94)  121.92   (m)                       GP(       ) 3 2
 AA2060  NGVD 29 (09/29/94)  150.9    (m)          495.     (f) GPS OBS        
 AA2060
 AA2060.Superseded values are not recommended for survey control.
 AA2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2060.See file dsdata.txt to determine how the superseded data were derived.
 AA2060
 AA2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3090968097(NAD 83)
 AA2060_MARKER: DD = SURVEY DISK
 AA2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2060_SP_SET: CONCRETE POST
 AA2060_STAMPING: 59-14 1993
 AA2060_MARK LOGO: ALHD  
 AA2060_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2060+STABILITY: SURFACE MOTION
 AA2060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2060+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2060
 AA2060  HISTORY     - Date     Condition        Report By
 AA2060  HISTORY     - 1993     MONUMENTED       ALHD
 AA2060
 AA2060                          STATION DESCRIPTION
 AA2060
 AA2060'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2060'THE STATION IS IN SHELBY COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL 25
 AA2060'ABOUT 5.90 MI (9.49 KM) NORTHEAST OF CALERA AND ABOUT 4.00 MI (6.44
 AA2060'KM) SOUTHWEST OF COLUMBIANA. TO REACH THE STATION FROM THE JUNCTION OF
 AA2060'U.S. 31 AND AL 25 (MILEPOST 243.66 ON U.S. 31 AND MILEPOST 118.37 ON
 AA2060'AL 25) IN CALERA, DRIVE EAST AND NORTHEAST ON AL 25 FOR 6.40 MI (10.30
 AA2060'KM) TO MILEPOST 124.75 AND THE STATION ON THE LEFT. THE STATION IS 3.0
 AA2060'FT (0.9 M) SOUTHEAST OF A HOG WIRE FENCE WITH TEN STRANDS OF BARBED
 AA2060'WIRE ON WOOD POSTS, 34.5 FT (10.5 M) NORTHWEST OF THE CENTERLINE OF AL
 AA2060'25, 44.6 FT (13.6 M) EAST-NORTHEAST OF A JUNCTION POWER AND CABLE POLE
 AA2060'WITH FIVE GUY WIRES, 105.0 FT (32.0 M) WEST-SOUTHWEST OF THE CENTER OF
 AA2060'A GRAVEL DRIVEWAY ACROSS THE ROAD, 159.5 FT (48.6 M) WEST-SOUTHWEST OF
 AA2060'THE TOP OF THE SOUTHWEST END OF A THIRTY-SIX INCH DRAINAGE PIPE UNDER
 AA2060'A GRAVEL DRIVEWAY ACROSS THE ROAD, 2.5 FT (0.8 M) SOUTHEAST OF A
 AA2060'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 59-13
 AA2060'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2061 ***********************************************************************
 AA2061  DESIGNATION -  59 15
 AA2061  PID         -  AA2061
 AA2061  STATE/COUNTY-  AL/SHELBY
 AA2061  USGS QUAD   -  ALABASTER (1980)
 AA2061
 AA2061                         *CURRENT SURVEY CONTROL
 AA2061  ___________________________________________________________________
 AA2061* NAD 83(1992)-  33 09 08.04631(N)    086 51 32.02715(W)     ADJUSTED  
 AA2061* NAVD 88     -       150.1    (meters)     492.     (feet)  VERTCON   
 AA2061  ___________________________________________________________________
 AA2061  X           -     292,899.854 (meters)                     COMP
 AA2061  Y           -  -5,337,330.952 (meters)                     COMP
 AA2061  Z           -   3,468,172.482 (meters)                     COMP
 AA2061  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AA2061  ELLIP HEIGHT-         120.99  (meters)          (07/29/02) GPS OBS
 AA2061  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA2061
 AA2061  HORZ ORDER  -  FIRST
 AA2061  ELLP ORDER  -  FOURTH    CLASS I
 AA2061
 AA2061.The horizontal coordinates were established by GPS observations
 AA2061.and adjusted by the National Geodetic Survey in September 1994..
 AA2061
 AA2061.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2061.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2061
 AA2061.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2061
 AA2061.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2061
 AA2061.The ellipsoidal height was determined by GPS observations
 AA2061.and is referenced to NAD 83.
 AA2061
 AA2061.The geoid height was determined by GEOID03.
 AA2061
 AA2061;                    North         East     Units Scale Factor Converg.
 AA2061;SPC AL W     -   349,678.085   659,806.605   MT  0.99997742   +0 21 02.2
 AA2061;UTM  16      - 3,668,172.807   513,158.630   MT  0.99960213   +0 04 37.8
 AA2061
 AA2061!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2061!SPC AL W     -   0.99998101  x   0.99997742  =   0.99995843
 AA2061!UTM  16      -   0.99998101  x   0.99960213  =   0.99958314
 AA2061
 AA2061                          SUPERSEDED SURVEY CONTROL
 AA2061
 AA2061  ELLIP H (09/29/94)  121.06   (m)                       GP(       ) 3 2
 AA2061  NGVD 29 (09/29/94)  150.0    (m)          492.     (f) GPS OBS        
 AA2061
 AA2061.Superseded values are not recommended for survey control.
 AA2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2061.See file dsdata.txt to determine how the superseded data were derived.
 AA2061
 AA2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1315968173(NAD 83)
 AA2061_MARKER: DD = SURVEY DISK
 AA2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2061_SP_SET: CONCRETE POST
 AA2061_STAMPING: 59-15 1993
 AA2061_MARK LOGO: ALHD  
 AA2061_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2061+STABILITY: SURFACE MOTION
 AA2061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2061+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AA2061
 AA2061  HISTORY     - Date     Condition        Report By
 AA2061  HISTORY     - 1993     MONUMENTED       ALHD
 AA2061  HISTORY     - 20050222 GOOD             ALPCO
 AA2061
 AA2061                          STATION DESCRIPTION
 AA2061
 AA2061'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2061'THE STATION IS IN SHELBY COUNTY ON THE EAST RIGHT OF WAY OF SHELBY
 AA2061'COUNTY ROAD 17 ABOUT 3.50 MI (5.63 KM) NORTH OF MONTEVALLO AND ABOUT
 AA2061'6.80 MI (10.94 KM) SOUTH OF ALABASTER. TO REACH THE STATION FROM THE
 AA2061'JUNCTION OF AL 119 AND AL 155 SOUTH (MILEPOST 0.55 ON AL 119 AND
 AA2061'MILEPOST 11.01 ON AL 155) IN MONTEVALLO, DRIVE NORTHEAST AND NORTH ON
 AA2061'AL 119 FOR 0.95 MI (1.53 KM) TO MILEPOST 1.50 AND SHELBY COUNTY ROAD
 AA2061'15 LEFT. TURN LEFT ON SHELBY COUNTY ROAD 15 AND DRIVE NORTH FOR 2.80
 AA2061'MI (4.51 KM) TO A T-INTERSECTION WITH SHELBY COUNTY ROAD 22 LEFT AND
 AA2061'RIGHT. TURN LEFT ON SHELBY COUNTY ROAD 22 AND DRIVE WEST FOR 0.05 MI
 AA2061'(0.08 KM) TO ANOTHER T-INTERSECTION WITH SHELBY COUNTY ROAD 22
 AA2061'STRAIGHT AHEAD AND SHELBY COUNTY ROAD 17 NORTH TO THE RIGHT. TURN
 AA2061'RIGHT ON SHELBY COUNTY ROAD 17 AND DRIVE NORTH FOR 0.10 MI (0.16 KM)
 AA2061'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST OF A
 AA2061'SEVEN STRAND BARBED WIRE FENCE ON OLD TREATED WOOD POSTS, 28.2 FT (8.6
 AA2061'M) EAST OF THE CENTERLINE OF SHELBY COUNTY ROAD 17, 67.5 FT (20.6 M)
 AA2061'NORTH-NORTHEAST OF A GRAPHIC STOP AHEAD SIGN, 68.0 FT (20.7 M)
 AA2061'NORTHWEST OF THE NORTH POST OF A DOUBLE METAL GATE,  72.9 FT (22.2 M)
 AA2061'NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 82.8 FT (25.2 M) NORTHWEST
 AA2061'OF THE SOUTH POST OF A DOUBLE METAL GATE, 3.3 FT (1.0 M) WEST OF A
 AA2061'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 59-16
 AA2061'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2061
 AA2061                          STATION RECOVERY (2005)
 AA2061
 AA2061'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (LWC)
 AA2061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2062 ***********************************************************************
 AA2062  DESIGNATION -  59 16
 AA2062  PID         -  AA2062
 AA2062  STATE/COUNTY-  AL/SHELBY
 AA2062  USGS QUAD   -  ALABASTER (1980)
 AA2062
 AA2062                         *CURRENT SURVEY CONTROL
 AA2062  ___________________________________________________________________
 AA2062* NAD 83(1992)-  33 09 29.57461(N)    086 51 39.86242(W)     ADJUSTED  
 AA2062* NAVD 88     -       153.0    (meters)     502.     (feet)  VERTCON   
 AA2062  ___________________________________________________________________
 AA2062  X           -     292,677.379 (meters)                     COMP
 AA2062  Y           -  -5,336,982.315 (meters)                     COMP
 AA2062  Z           -   3,468,729.339 (meters)                     COMP
 AA2062  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA2062  ELLIP HEIGHT-         123.90  (meters)          (07/29/02) GPS OBS
 AA2062  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA2062
 AA2062  HORZ ORDER  -  FIRST
 AA2062  ELLP ORDER  -  FOURTH    CLASS I
 AA2062
 AA2062.The horizontal coordinates were established by GPS observations
 AA2062.and adjusted by the National Geodetic Survey in September 1994..
 AA2062
 AA2062.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2062.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2062
 AA2062.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2062
 AA2062.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2062
 AA2062.The ellipsoidal height was determined by GPS observations
 AA2062.and is referenced to NAD 83.
 AA2062
 AA2062.The geoid height was determined by GEOID03.
 AA2062
 AA2062;                    North         East     Units Scale Factor Converg.
 AA2062;SPC AL W     -   350,340.052   659,599.521   MT  0.99997711   +0 20 58.1
 AA2062;UTM  16      - 3,668,835.506   512,954.784   MT  0.99960207   +0 04 33.6
 AA2062
 AA2062!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2062!SPC AL W     -   0.99998055  x   0.99997711  =   0.99995766
 AA2062!UTM  16      -   0.99998055  x   0.99960207  =   0.99958263
 AA2062
 AA2062                          SUPERSEDED SURVEY CONTROL
 AA2062
 AA2062  ELLIP H (09/29/94)  123.97   (m)                       GP(       ) 3 2
 AA2062  NGVD 29 (09/29/94)  152.9    (m)          502.     (f) GPS OBS        
 AA2062
 AA2062.Superseded values are not recommended for survey control.
 AA2062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2062.See file dsdata.txt to determine how the superseded data were derived.
 AA2062
 AA2062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1295568836(NAD 83)
 AA2062_MARKER: DD = SURVEY DISK
 AA2062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2062_SP_SET: CONCRETE POST
 AA2062_STAMPING: 59-16 1993
 AA2062_MARK LOGO: ALHD  
 AA2062_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2062+STABILITY: SURFACE MOTION
 AA2062_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2062+SATELLITE: SATELLITE OBSERVATIONS - February 22, 2005
 AA2062
 AA2062  HISTORY     - Date     Condition        Report By
 AA2062  HISTORY     - 1993     MONUMENTED       ALHD
 AA2062  HISTORY     - 20050222 GOOD             ALPCO
 AA2062
 AA2062                          STATION DESCRIPTION
 AA2062
 AA2062'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2062'THE STATION IS IN SHELBY COUNTY ON THE WEST RIGHT OF WAY OF SHELBY
 AA2062'COUNTY ROAD 17 ABOUT 3.90 MI (6.28 KM) NORTH OF MONTEVALLO AND ABOUT
 AA2062'6.50 MI (10.46 KM) SOUTH OF ALABASTER. TO REACH THE STATION FROM THE
 AA2062'JUNCTION OF AL 119 AND AL 155 SOUTH (MILEPOST 0.55 ON AL 119 AND
 AA2062'MILEPOST 11.01 ON AL 155) IN MONTEVALLO, DRIVE NORTHEAST AND NORTH ON
 AA2062'AL 119 FOR 0.95 MI (1.53 KM) TO MILEPOST 1.50 AND SHELBY COUNTY ROAD
 AA2062'15 LEFT. TURN LEFT ON SHELBY COUNTY ROAD 15 AND DRIVE NORTH FOR 2.80
 AA2062'MI (4.51 KM) TO A T-INTERSECTION WITH SHELBY COUNTY ROAD 22 LEFT AND
 AA2062'RIGHT. TURN RIGHT ON SHELBY COUNTY ROAD 22 AND DRIVE WEST FOR 0.05 MI
 AA2062'(0.08 KM) TO ANOTHER T-INTERSECTION WITH SHELBY COUNTY ROAD 22
 AA2062'STRAIGHT AHEAD AND SHELBY COUNTY ROAD 17 NORTH TO THE RIGHT. TURN
 AA2062'RIGHT ON SHELBY COUNTY ROAD 17 AND DRIVE NORTH FOR 0.55 MI (0.89 KM)
 AA2062'TO THE STATION ON THE LEFT. THE STATION IS 6.0 FT (1.8 M) EAST OF A
 AA2062'FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 33.2 FT (10.1 M)
 AA2062'WEST OF THE CENTERLINE OF SHELBY COUNTY ROAD 17, 87.0 FT (26.5 M)
 AA2062'SOUTH OF A JUNCTION POWER POLE WITH ONE GUY WIRE, 117.5 FT (35.8 M)
 AA2062'SOUTH-SOUTHWEST OF A GRAPHIC FARM MACHINERY SIGN ACROSS THE ROAD, 6.1
 AA2062'FT (1.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 AA2062'GROUND. STATION 59-15 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2062
 AA2062                          STATION RECOVERY (2005)
 AA2062
 AA2062'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (LWC)
 AA2062'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2063 ***********************************************************************
 AA2063  DESIGNATION -  59 17
 AA2063  PID         -  AA2063
 AA2063  STATE/COUNTY-  AL/SHELBY
 AA2063  USGS QUAD   -  PEA RIDGE (1979)
 AA2063
 AA2063                         *CURRENT SURVEY CONTROL
 AA2063  ___________________________________________________________________
 AA2063* NAD 83(1992)-  33 09 56.91833(N)    086 57 46.75329(W)     ADJUSTED  
 AA2063* NAVD 88     -       207.4    (meters)     680.     (feet)  VERTCON   
 AA2063  ___________________________________________________________________
 AA2063  X           -     283,161.833 (meters)                     COMP
 AA2063  Y           -  -5,337,079.825 (meters)                     COMP
 AA2063  Z           -   3,469,464.332 (meters)                     COMP
 AA2063  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 AA2063  ELLIP HEIGHT-         178.35  (meters)          (07/29/02) GPS OBS
 AA2063  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA2063
 AA2063  HORZ ORDER  -  FIRST
 AA2063  ELLP ORDER  -  FOURTH    CLASS I
 AA2063
 AA2063.The horizontal coordinates were established by GPS observations
 AA2063.and adjusted by the National Geodetic Survey in September 1994..
 AA2063
 AA2063.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2063.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2063
 AA2063.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2063
 AA2063.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2063
 AA2063.The ellipsoidal height was determined by GPS observations
 AA2063.and is referenced to NAD 83.
 AA2063
 AA2063.The geoid height was determined by GEOID03.
 AA2063
 AA2063;                    North         East     Units Scale Factor Converg.
 AA2063;SPC AL W     -   351,129.043   650,088.465   MT  0.99996426   +0 17 37.6
 AA2063;UTM  16      - 3,669,669.583   503,451.116   MT  0.99960015   +0 01 12.9
 AA2063
 AA2063!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2063!SPC AL W     -   0.99997200  x   0.99996426  =   0.99993626
 AA2063!UTM  16      -   0.99997200  x   0.99960015  =   0.99957216
 AA2063
 AA2063:                Primary Azimuth Mark                     Grid Az
 AA2063:SPC AL W     -  59 18                                    062 39 03.7
 AA2063:UTM  16      -  59 18                                    062 55 28.4
 AA2063
 AA2063|---------------------------------------------------------------------|
 AA2063| PID    Reference Object                     Distance      Geod. Az  |
 AA2063|                                                           dddmmss.s |
 AA2063| AA2064 59 18                               APPROX. 0.5 KM 0625641.3 |
 AA2063|---------------------------------------------------------------------|
 AA2063
 AA2063                          SUPERSEDED SURVEY CONTROL
 AA2063
 AA2063  ELLIP H (09/29/94)  178.43   (m)                       GP(       ) 3 2
 AA2063  NGVD 29 (09/29/94)  207.4    (m)          680.     (f) GPS OBS        
 AA2063
 AA2063.Superseded values are not recommended for survey control.
 AA2063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2063.See file dsdata.txt to determine how the superseded data were derived.
 AA2063
 AA2063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0345169670(NAD 83)
 AA2063_MARKER: DD = SURVEY DISK
 AA2063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2063_SP_SET: CONCRETE POST
 AA2063_STAMPING: 59-17 1993
 AA2063_MARK LOGO: ALHD  
 AA2063_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2063+STABILITY: SURFACE MOTION
 AA2063_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2063+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2063
 AA2063  HISTORY     - Date     Condition        Report By
 AA2063  HISTORY     - 1993     MONUMENTED       ALHD
 AA2063
 AA2063                          STATION DESCRIPTION
 AA2063
 AA2063'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2063'THE STATION IS IN SHELBY COUNTY ON THE NORTHWEST RIGHT OF WAY OF A
 AA2063'GRAVEL ROAD ABOUT 7.25 MI (11.67 KM) NORTHWEST OF MONTEVALLO AND ABOUT
 AA2063'10.10 MI (16.25 KM) SOUTHWEST OF ALABASTER. TO REACH THE STATION FROM
 AA2063'THE JUNCTION OF AL 119 AND AL 155 SOUTH (MILEPOST 0.55 ON AL 119 AND
 AA2063'MILEPOST 11.01 ON AL 155) IN MONTEVALLO, DRIVE WEST, NORTH, AND
 AA2063'NORTHWEST ON SHELBY COUNTY ROAD 10 FOR 8.80 MI (14.16 KM) TO A GRAVEL
 AA2063'ROAD LEFT AT ANTIOCH CHURCH (HAPPY HOLLOW RD). TURN LEFT ON THE GRAVEL
 AA2063'ROAD AND DRIVE WEST FOR 0.40 MI (0.64 KM) TO THE STATION ON THE RIGHT.
 AA2063'THE STATION IS 25.7 FT (7.8 M) NORTHWEST OF THE CENTER OF THE GRAVEL
 AA2063'ROAD, 43.0 FT (13.1 M) NORTH-NORTHWEST OF A TELEPHONE CABLE PEDESTAL
 AA2063'(213 - 3), 1.9 FT (0.6 M) EAST OF A CARSONITE WITNESS POST AND SET
 AA2063'FLUSH WITH THE GROUND. STATION 59-18 1993 MAY BE USED AS AN AZIMUTH
 AA2063'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2064 ***********************************************************************
 AA2064  DESIGNATION -  59 18
 AA2064  PID         -  AA2064
 AA2064  STATE/COUNTY-  AL/SHELBY
 AA2064  USGS QUAD   -  PEA RIDGE (1979)
 AA2064
 AA2064                         *CURRENT SURVEY CONTROL
 AA2064  ___________________________________________________________________
 AA2064* NAD 83(1992)-  33 10 04.63446(N)    086 57 28.78890(W)     ADJUSTED  
 AA2064* NAVD 88     -       205.7    (meters)     675.     (feet)  VERTCON   
 AA2064  ___________________________________________________________________
 AA2064  X           -     283,619.682 (meters)                     COMP
 AA2064  Y           -  -5,336,923.869 (meters)                     COMP
 AA2064  Z           -   3,469,662.405 (meters)                     COMP
 AA2064  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 AA2064  ELLIP HEIGHT-         176.67  (meters)          (07/29/02) GPS OBS
 AA2064  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA2064
 AA2064  HORZ ORDER  -  FIRST
 AA2064  ELLP ORDER  -  FOURTH    CLASS I
 AA2064
 AA2064.The horizontal coordinates were established by GPS observations
 AA2064.and adjusted by the National Geodetic Survey in September 1994..
 AA2064
 AA2064.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2064.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2064
 AA2064.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2064
 AA2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2064
 AA2064.The ellipsoidal height was determined by GPS observations
 AA2064.and is referenced to NAD 83.
 AA2064
 AA2064.The geoid height was determined by GEOID03.
 AA2064
 AA2064;                    North         East     Units Scale Factor Converg.
 AA2064;SPC AL W     -   351,369.145   650,552.679   MT  0.99996483   +0 17 47.5
 AA2064;UTM  16      - 3,669,907.379   503,916.302   MT  0.99960019   +0 01 22.7
 AA2064
 AA2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2064!SPC AL W     -   0.99997226  x   0.99996483  =   0.99993709
 AA2064!UTM  16      -   0.99997226  x   0.99960019  =   0.99957246
 AA2064
 AA2064:                Primary Azimuth Mark                     Grid Az
 AA2064:SPC AL W     -  59 17                                    242 39 03.7
 AA2064:UTM  16      -  59 17                                    242 55 28.5
 AA2064
 AA2064|---------------------------------------------------------------------|
 AA2064| PID    Reference Object                     Distance      Geod. Az  |
 AA2064|                                                           dddmmss.s |
 AA2064| AA2063 59 17                               APPROX. 0.5 KM 2425651.2 |
 AA2064|---------------------------------------------------------------------|
 AA2064
 AA2064                          SUPERSEDED SURVEY CONTROL
 AA2064
 AA2064  ELLIP H (09/29/94)  176.75   (m)                       GP(       ) 3 2
 AA2064  NGVD 29 (09/29/94)  205.7    (m)          675.     (f) GPS OBS        
 AA2064
 AA2064.Superseded values are not recommended for survey control.
 AA2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2064.See file dsdata.txt to determine how the superseded data were derived.
 AA2064
 AA2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0391669907(NAD 83)
 AA2064_MARKER: DD = SURVEY DISK
 AA2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2064_SP_SET: CONCRETE POST
 AA2064_STAMPING: 59-18 1993
 AA2064_MARK LOGO: ALHD  
 AA2064_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2064+STABILITY: SURFACE MOTION
 AA2064_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA2064+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 AA2064
 AA2064  HISTORY     - Date     Condition        Report By
 AA2064  HISTORY     - 1993     MONUMENTED       ALHD
 AA2064  HISTORY     - 20030429 GOOD             GEOCAC
 AA2064
 AA2064                          STATION DESCRIPTION
 AA2064
 AA2064'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2064'THE STATION IS IN SHELBY COUNTY ON THE SOUTH RIGHT OF WAY OF A GRAVEL
 AA2064'ROAD ABOUT 6.85 MI (11.02 KM) NORTHWEST OF MONTEVALLO AND ABOUT 9.80
 AA2064'MI (15.77 KM) SOUTHWEST OF ALABASTER. TO REACH THE STATION FROM THE
 AA2064'JUNCTION OF AL 119 AND AL 155 SOUTH (MILEPOST 0.55 ON AL 119 AND
 AA2064'MILEPOST 11.01 ON AL 155) IN MONTEVALLO, DRIVE WEST, NORTH, AND
 AA2064'NORTHWEST ON SHELBY COUNTY ROAD 10 FOR 8.80 MI (14.16 KM) TO A GRAVEL
 AA2064'ROAD LEFT AT ANTIOCH CHURCH (HAPPY HOLLOW RD). TURN LEFT ON THE GRAVEL
 AA2064'ROAD AND DRIVE WEST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 AA2064'THE STATION IS 29.6 FT (9.0 M) SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 AA2064'152.2 FT (46.4 M) SOUTH OF THE SOUTHEAST CORNER OF A MARY E PICKETT
 AA2064'HEADSTONE, 199.5 FT (60.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 AA2064'SHELBY COUNTY ROAD 10, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS
 AA2064'POST AND SET FLUSH WITH THE GROUND. STATION 59-17 1993 MAY BE USED AS
 AA2064'AN AZIMUTH FOR THIS STATION.
 AA2064
 AA2064                          STATION RECOVERY (2003)
 AA2064
 AA2064'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 AA2064'THE GRAVEL ROAD MENTIONED IN THE ORIGINAL DESCRIPTION HAS NOW BEEN
 AA2064'PAVED WITH ASPHALT. USING A CONSUMER GRADE GPS RECEIVER WHILE
 AA2064'RECEIVEING WAAS CORRECTION SIGNALS I DERIVED THE EXACT COORDINATES AS
 AA2064'LISTED IN THE DATASHEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2065 ***********************************************************************
 AA2065  DESIGNATION -  59 19
 AA2065  PID         -  AA2065
 AA2065  STATE/COUNTY-  AL/SHELBY
 AA2065  USGS QUAD   -  HALFMILE SHOALS (1980)
 AA2065
 AA2065                         *CURRENT SURVEY CONTROL
 AA2065  ___________________________________________________________________
 AA2065* NAD 83(1992)-  33 13 17.07116(N)    087 00 57.60735(W)     ADJUSTED  
 AA2065* NAVD 88     -       122.1    (meters)     401.     (feet)  VERTCON   
 AA2065  ___________________________________________________________________
 AA2065  X           -     278,043.928 (meters)                     COMP
 AA2065  Y           -  -5,333,896.918 (meters)                     COMP
 AA2065  Z           -   3,474,577.819 (meters)                     COMP
 AA2065  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 AA2065  ELLIP HEIGHT-          93.04  (meters)          (07/29/02) GPS OBS
 AA2065  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AA2065
 AA2065  HORZ ORDER  -  FIRST
 AA2065  ELLP ORDER  -  FOURTH    CLASS I
 AA2065
 AA2065.The horizontal coordinates were established by GPS observations
 AA2065.and adjusted by the National Geodetic Survey in September 1994..
 AA2065
 AA2065.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2065.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2065
 AA2065.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2065
 AA2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2065
 AA2065.The ellipsoidal height was determined by GPS observations
 AA2065.and is referenced to NAD 83.
 AA2065
 AA2065.The geoid height was determined by GEOID03.
 AA2065
 AA2065;                    North         East     Units Scale Factor Converg.
 AA2065;SPC AL W     -   357,270.876   645,115.063   MT  0.99995842   +0 15 54.6
 AA2065;UTM  16      - 3,675,832.879   498,508.901   MT  0.99960003   -0 00 31.6
 AA2065
 AA2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2065!SPC AL W     -   0.99998539  x   0.99995842  =   0.99994381
 AA2065!UTM  16      -   0.99998539  x   0.99960003  =   0.99958543
 AA2065
 AA2065                          SUPERSEDED SURVEY CONTROL
 AA2065
 AA2065  ELLIP H (09/29/94)   93.12   (m)                       GP(       ) 3 2
 AA2065  NGVD 29 (09/29/94)  122.1    (m)          401.     (f) GPS OBS        
 AA2065
 AA2065.Superseded values are not recommended for survey control.
 AA2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2065.See file dsdata.txt to determine how the superseded data were derived.
 AA2065
 AA2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9850975833(NAD 83)
 AA2065_MARKER: DD = SURVEY DISK
 AA2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2065_SP_SET: CONCRETE POST
 AA2065_STAMPING: 59-19 1993
 AA2065_MARK LOGO: ALHD  
 AA2065_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2065+STABILITY: SURFACE MOTION
 AA2065_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2065+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 AA2065
 AA2065  HISTORY     - Date     Condition        Report By
 AA2065  HISTORY     - 1993     MONUMENTED       ALHD
 AA2065  HISTORY     - 19980713 GOOD             JCLS
 AA2065
 AA2065                          STATION DESCRIPTION
 AA2065
 AA2065'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2065'THE STATION IS IN SHELBY COUNTY ON THE SOUTH RIGHT OF WAY OF SHELBY
 AA2065'COUNTY ROAD 13 ABOUT 11.65 MI (18.75 KM) WEST OF ALABASTER AND ABOUT
 AA2065'11.95 MI (19.23 KM) NORTHWEST OF MONTEVALLO. TO REACH THE STATION FROM
 AA2065'THE JUNCTION OF SHELBY COUNTY ROAD 17, SHELBY COUNTY ROAD 52, SHELBY
 AA2065'COUNTY ROAD 91, AND AL 261 NORTH (MILEPOST O.OO ON AL 261) IN HELENA,
 AA2065'DRIVE NORTHWEST AND SOUTHWEST ON SHELBY COUNTY ROAD 52 FOR 2.90 MI
 AA2065'(4.67 KM) TO A T-INTERSECTION WITH SHELBY COUNTY ROAD 52 STRAIGHT
 AA2065'AHEAD AND SHELBY COUNTY ROAD 13 LEFT. TURN LEFT ON SHELBY COUNTY ROAD
 AA2065'13 AND DRIVE SOUTHWEST AND WEST FOR 9.10 MI (14.64 KM) TO THE STATION
 AA2065'ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A HOG WIRE FENCE
 AA2065'WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 37.3 FT (11.4 M)
 AA2065'SOUTH OF THE CENTERLINE OF SHELBY COUNTY ROAD 13, 64.7 FT (19.7 M)
 AA2065'WEST OF A TELEPHONE CABLE PEDESTAL, 65.1 FT (19.8 M) WEST OF A POWER
 AA2065'POLE, 92.2 FT (28.1 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING
 AA2065'TO A HORSE BARN, 103.5 FT (31.5 M) WEST-NORTHWEST OF THE CENTER OF A
 AA2065'DOUBLE IRON GATE ON STONE COLUMNS, 2.9 FT (0.9 M) NORTH OF A CARSONITE
 AA2065'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 59-20 1993 MAY BE
 AA2065'USED AS AN AZIMUTH FOR THIS STATION.
 AA2065
 AA2065                          STATION RECOVERY (1998)
 AA2065
 AA2065'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA2065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2787 ***********************************************************************
 DH2787  DESIGNATION -  59 2
 DH2787  PID         -  DH2787
 DH2787  STATE/COUNTY-  AL/SHELBY
 DH2787  USGS QUAD   -  WESTOVER (1982)
 DH2787
 DH2787                         *CURRENT SURVEY CONTROL
 DH2787  ___________________________________________________________________
 DH2787* NAD 83(1992)-  33 15 23.85347(N)    086 33 11.82873(W)     ADJUSTED  
 DH2787* NAVD 88     -       143.7    (meters)     471.     (feet)  VERTCON   
 DH2787  ___________________________________________________________________
 DH2787  X           -     320,982.897 (meters)                     COMP
 DH2787  Y           -  -5,329,358.399 (meters)                     COMP
 DH2787  Z           -   3,477,856.539 (meters)                     COMP
 DH2787  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DH2787  ELLIP HEIGHT-         114.57  (meters)          (07/29/02) GPS OBS
 DH2787  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH2787
 DH2787  HORZ ORDER  -  FIRST
 DH2787  ELLP ORDER  -  FOURTH    CLASS I
 DH2787
 DH2787.The horizontal coordinates were established by GPS observations
 DH2787.and adjusted by the National Geodetic Survey in December 1992..
 DH2787
 DH2787.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2787.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2787
 DH2787.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2787
 DH2787.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2787
 DH2787.The ellipsoidal height was determined by GPS observations
 DH2787.and is referenced to NAD 83.
 DH2787
 DH2787.The geoid height was determined by GEOID03.
 DH2787
 DH2787;                    North         East     Units Scale Factor Converg.
 DH2787;SPC AL W     -   361,471.798   688,212.207   MT  1.00002924   +0 31 09.1
 DH2787;UTM  16      - 3,679,826.062   541,609.127   MT  0.99962135   +0 14 41.9
 DH2787
 DH2787!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2787!SPC AL W     -   0.99998201  x   1.00002924  =   1.00001125
 DH2787!UTM  16      -   0.99998201  x   0.99962135  =   0.99960337
 DH2787
 DH2787                          SUPERSEDED SURVEY CONTROL
 DH2787
 DH2787  ELLIP H (12/04/92)  114.63   (m)                       GP(       ) 4 1
 DH2787  NAD 83(1986)-  33 15 23.86192(N)    086 33 11.82932(W) AD(       ) 1
 DH2787  NGVD 29 (12/04/92)  143.7    (m)          471.     (f) GPS OBS        
 DH2787
 DH2787.Superseded values are not recommended for survey control.
 DH2787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2787.See file dsdata.txt to determine how the superseded data were derived.
 DH2787
 DH2787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4160979826(NAD 83)
 DH2787_MARKER: DD = SURVEY DISK
 DH2787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2787_SP_SET: CONCRETE POST
 DH2787_STAMPING: 59 - 2 1990
 DH2787_MARK LOGO: ALHD  
 DH2787_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2787+STABILITY: SURFACE MOTION
 DH2787_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2787+SATELLITE: SATELLITE OBSERVATIONS - December 05, 2003
 DH2787
 DH2787  HISTORY     - Date     Condition        Report By
 DH2787  HISTORY     - 1990     MONUMENTED       ALHD
 DH2787  HISTORY     - 19900415 GOOD             ALHD
 DH2787  HISTORY     - 20031205 GOOD             JCLS
 DH2787
 DH2787                          STATION DESCRIPTION
 DH2787
 DH2787'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2787'THE STATION IS LOCATED IN SHELBY COUNTY ON THE EAST RIGHT OF WAY OF
 DH2787'SHELBY COUNTY ROAD NO. 55 ABOUT 6.20 MI (9.98 KM) NORTH-NORTHEAST OF
 DH2787'COLUMBIANA, AND ABOUT 15.20 MI (24.46 KM) EAST-NORTHEAST OF
 DH2787'ALABASTER.
 DH2787'TO REACH THE STATION FROM THE JUNCTION OF ALA 25 AND SHELBY COUNTY
 DH2787'ROAD NO. 47, MAIN STREET, MILE POST 129.40 ON ALA 25, DRIVE NORTHEAST
 DH2787'ON ALA 25 3.75 MI (6.03 KM) TO MILE POST 133.25 AND SHELBY COUNTY
 DH2787'ROAD NO.55 ON THE LEFT, TURN LEFT ON SHELBY COUNTY ROAD NO.55 AND
 DH2787'DRIVE NORTH 2.50 MI (4.02 KM) TO THE STATION ON THE RIGHT AT THE END
 DH2787'OF A BOARD FENCE.
 DH2787'THE STATION IS 5.7 FT (1.7 M) WEST OF THE WEST END OF A BOARD FENCE,
 DH2787'15.5 FT (4.7 M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDISTAL NO.39,
 DH2787'15.6 FT (4.8 M) NORTH OF TELEPHONE SERVICE POLE NO.39, 29.1 FT
 DH2787'(8.9 M) EAST OF THE CENTERLINE OF SHELBY COUNTY ROAD NO.55, 2.5 FT
 DH2787'(0.8 M) WEST OF A CORSONITE WITNESS POST,AND SET FVLUSH WITH THE
 DH2787'GROUND.
 DH2787'BENCH MARK 566 B 78 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2787
 DH2787                          STATION RECOVERY (1990)
 DH2787
 DH2787'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2787'RECOVERED IN GOOD CONDITION.
 DH2787
 DH2787                          STATION RECOVERY (2003)
 DH2787
 DH2787'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DH2787'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2066 ***********************************************************************
 AA2066  DESIGNATION -  59 20
 AA2066  PID         -  AA2066
 AA2066  STATE/COUNTY-  AL/SHELBY
 AA2066  USGS QUAD   -  HALFMILE SHOALS (1980)
 AA2066
 AA2066                         *CURRENT SURVEY CONTROL
 AA2066  ___________________________________________________________________
 AA2066* NAD 83(1992)-  33 13 14.88984(N)    087 00 32.51463(W)     ADJUSTED  
 AA2066* NAVD 88     -       126.1    (meters)     414.     (feet)  VERTCON   
 AA2066  ___________________________________________________________________
 AA2066  X           -     278,694.903 (meters)                     COMP
 AA2066  Y           -  -5,333,903.122 (meters)                     COMP
 AA2066  Z           -   3,474,523.764 (meters)                     COMP
 AA2066  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 AA2066  ELLIP HEIGHT-          96.99  (meters)          (07/29/02) GPS OBS
 AA2066  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 AA2066
 AA2066  HORZ ORDER  -  FIRST
 AA2066  ELLP ORDER  -  FOURTH    CLASS I
 AA2066
 AA2066.The horizontal coordinates were established by GPS observations
 AA2066.and adjusted by the National Geodetic Survey in September 1994..
 AA2066
 AA2066.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2066.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2066
 AA2066.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2066
 AA2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2066
 AA2066.The ellipsoidal height was determined by GPS observations
 AA2066.and is referenced to NAD 83.
 AA2066
 AA2066.The geoid height was determined by GEOID03.
 AA2066
 AA2066;                    North         East     Units Scale Factor Converg.
 AA2066;SPC AL W     -   357,206.706   645,765.100   MT  0.99995915   +0 16 08.4
 AA2066;UTM  16      - 3,675,765.626   499,158.391   MT  0.99960001   -0 00 17.8
 AA2066
 AA2066!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2066!SPC AL W     -   0.99998477  x   0.99995915  =   0.99994392
 AA2066!UTM  16      -   0.99998477  x   0.99960001  =   0.99958479
 AA2066
 AA2066                          SUPERSEDED SURVEY CONTROL
 AA2066
 AA2066  ELLIP H (09/29/94)   97.07   (m)                       GP(       ) 3 2
 AA2066  NGVD 29 (09/29/94)  126.0    (m)          413.     (f) GPS OBS        
 AA2066
 AA2066.Superseded values are not recommended for survey control.
 AA2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2066.See file dsdata.txt to determine how the superseded data were derived.
 AA2066
 AA2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9915875766(NAD 83)
 AA2066_MARKER: DD = SURVEY DISK
 AA2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2066_SP_SET: CONCRETE POST
 AA2066_STAMPING: 59-20 1993
 AA2066_MARK LOGO: ALHD  
 AA2066_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2066+STABILITY: SURFACE MOTION
 AA2066_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2066+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1994
 AA2066
 AA2066  HISTORY     - Date     Condition        Report By
 AA2066  HISTORY     - 1993     MONUMENTED       ALHD
 AA2066  HISTORY     - 19940816 GOOD             ALHD
 AA2066
 AA2066                          STATION DESCRIPTION
 AA2066
 AA2066'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2066'THE STATION IS IN SHELBY COUNTY ON THE NORTH RIGHT OF WAY OF SHELBY
 AA2066'COUNTY ROAD 13 ABOUT 11.25 MI (18.10 KM) WEST OF ALABASTER AND ABOUT
 AA2066'11.70 MI (18.83 KM) NORTHWEST OF MONTEVALLO. TO REACH THE STATION FROM
 AA2066'THE JUNCTION OF SHELBY COUNTY ROAD 17, SHELBY COUNTY ROAD 52, SHELBY
 AA2066'COUNTY ROAD 91, AND AL 261 NORTH (MILEPOST 0.00 ON AL 261) IN HELENA,
 AA2066'DRIVE NORTHWEST AND SOUTHWEST ON SHELBY COUNTY ROAD 52 FOR 2.90 MI
 AA2066'(4.67 KM) TO A T-INTERSECTION WITH SHELBY COUNTY ROAD 52 STRAIGHT
 AA2066'AHEAD AND SHELBY COUNTY ROAD 13 LEFT. TURN LEFT ON SHELBY COUNTY ROAD
 AA2066'13 AND DRIVE SOUTHWEST AND WEST FOR 8.70 MI (14.00 KM) TO THE STATION
 AA2066'ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A WHITE RAIL
 AA2066'FENCE, 37.5 FT (11.4 M) NORTH OF THE CENTERLINE OF SHELBY COUNTY ROAD
 AA2066'13, 110.4 FT (33.6 M) WEST OF THE SOUTHEAST CORNER OF THE WHITE RAIL
 AA2066'FENCE, 128.8 FT (39.3 M) WEST OF THE CENTER OF A PAVED DRIVEWAY, 140.4
 AA2066'FT (42.8 M) NORTHWEST OF A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD,
 AA2066'3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA2066'THE GROUND. STATION 59-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2066'STATION.
 AA2066
 AA2066                          STATION RECOVERY (1994)
 AA2066
 AA2066'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA2066'THE STATION IS IN SHELBY COUNTY ON THE NORTH RIGHT OF WAY OF SHELBY
 AA2066'COUNTY ROAD 13 ABOUT 11.25 MI (18.10 KM) WEST OF ALABASTER AND ABOUT
 AA2066'11.70 MI (18.83 KM) NORTHWEST OF MONTEVALLO. TO REACH THE STATION FROM
 AA2066'THE JUNCTION OF SHELBY COUNTY ROAD 17, SHELBY COUNTY ROAD 52, SHELBY
 AA2066'COUNTY ROAD 91, AND AL 261 NORTH (MILEPOST 0.00 ON AL 261) IN HELENA,
 AA2066'DRIVE NORTHWEST AND SOUTHWEST ON SHELBY COUNTY ROAD 52 FOR 2.90 MI
 AA2066'(4.67 KM) TO A T-INTERSECTION WITH SHELBY COUNTY ROAD 52 STRAIGHT
 AA2066'AHEAD AND SHELBY COUNTY ROAD 13 LEFT. TURN LEFT ON SHELBY COUNTY ROAD
 AA2066'13 AND DRIVE SOUTHWEST AND WEST FOR 8.70 MI (14.00 KM) TO THE STATION
 AA2066'ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A WHITE RAIL
 AA2066'FENCE, 37.5 FT (11.4 M) NORTH OF THE CENTERLINE OF SHELBY COUNTY ROAD
 AA2066'13, 110.4 FT (33.6 M) WEST OF THE SOUTHEAST CORNER OF THE WHITE RAIL
 AA2066'FENCE, 128.8 FT (39.3 M) WEST OF THE CENTER OF A PAVED DRIVEWAY, 140.4
 AA2066'FT (42.8 M) NORTHWEST OF A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD,
 AA2066'3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 AA2066'THE GROUND. STATION 59-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2066'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2067 ***********************************************************************
 AA2067  DESIGNATION -  59 21
 AA2067  PID         -  AA2067
 AA2067  STATE/COUNTY-  AL/SHELBY
 AA2067  USGS QUAD   -  CHELSEA (1978)
 AA2067
 AA2067                         *CURRENT SURVEY CONTROL
 AA2067  ___________________________________________________________________
 AA2067* NAD 83(1992)-  33 16 45.97350(N)    086 41 29.78665(W)     ADJUSTED  
 AA2067* NAVD 88     -       166.6    (meters)     547.     (feet)  VERTCON   
 AA2067  ___________________________________________________________________
 AA2067  X           -     308,037.017 (meters)                     COMP
 AA2067  Y           -  -5,328,751.322 (meters)                     COMP
 AA2067  Z           -   3,479,984.464 (meters)                     COMP
 AA2067  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AA2067  ELLIP HEIGHT-         137.44  (meters)          (07/29/02) GPS OBS
 AA2067  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA2067
 AA2067  HORZ ORDER  -  FIRST
 AA2067  ELLP ORDER  -  FOURTH    CLASS I
 AA2067
 AA2067.The horizontal coordinates were established by GPS observations
 AA2067.and adjusted by the National Geodetic Survey in September 1994..
 AA2067
 AA2067.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2067.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2067
 AA2067.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2067
 AA2067.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2067
 AA2067.The ellipsoidal height was determined by GPS observations
 AA2067.and is referenced to NAD 83.
 AA2067
 AA2067.The geoid height was determined by GEOID03.
 AA2067
 AA2067;                    North         East     Units Scale Factor Converg.
 AA2067;SPC AL W     -   363,893.430   675,303.825   MT  1.00000322   +0 26 37.0
 AA2067;UTM  16      - 3,682,308.470   528,717.651   MT  0.99961017   +0 10 09.2
 AA2067
 AA2067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2067!SPC AL W     -   0.99997842  x   1.00000322  =   0.99998164
 AA2067!UTM  16      -   0.99997842  x   0.99961017  =   0.99958860
 AA2067
 AA2067                          SUPERSEDED SURVEY CONTROL
 AA2067
 AA2067  ELLIP H (09/29/94)  137.51   (m)                       GP(       ) 3 2
 AA2067  NGVD 29 (09/29/94)  166.5    (m)          546.     (f) GPS OBS        
 AA2067
 AA2067.Superseded values are not recommended for survey control.
 AA2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2067.See file dsdata.txt to determine how the superseded data were derived.
 AA2067
 AA2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2871882308(NAD 83)
 AA2067_MARKER: DD = SURVEY DISK
 AA2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2067_SP_SET: CONCRETE POST
 AA2067_STAMPING: 59-21 1993
 AA2067_MARK LOGO: ALHD  
 AA2067_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2067+STABILITY: SURFACE MOTION
 AA2067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2067+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2067
 AA2067  HISTORY     - Date     Condition        Report By
 AA2067  HISTORY     - 1993     MONUMENTED       ALHD
 AA2067
 AA2067                          STATION DESCRIPTION
 AA2067
 AA2067'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2067'THE STATION IS IN SHELBY COUNTY ON ALABAMA POWER RIGHT OF WAY ABOUT
 AA2067'6.80 MI (10.94 KM) EAST OF PELHAM AND ABOUT 8.65 MI (13.92 KM)
 AA2067'NORTHWEST OF COLUMBIANA. TO REACH THE STATION FROM THE JUNCTION OF AL
 AA2067'25 AND AL 70 WEST (MILEPOST 128.76 ON AL 25 AND MILEPOST 8.33 ON AL
 AA2067'70) IN COLUMBIANA, DRIVE NORTHEAST ON AL 25 FOR 0.65 MI (1.05 KM) TO
 AA2067'MILEPOST 129.40 AND SHELBY COUNTY ROAD 47 LEFT AND RIGHT. TURN LEFT ON
 AA2067'SHELBY COUNTY ROAD 47 AND DRIVE NORTH FOR 5.85 MI (9.41 KM) TO A
 AA2067'T-INTERSECTION WITH SHELBY COUNTY ROAD 47 STRAIGHT AHEAD AND SHELBY
 AA2067'COUNTY ROAD 69 LEFT. TURN LEFT ON SHELBY COUNTY ROAD 69 AND DRIVE
 AA2067'NORTHWEST FOR 2.45 MI (3.94 KM) TO ANOTHER T-INTERSECTION WITH SHELBY
 AA2067'COUNTY ROAD 69 STRAIGHT AHEAD AND SHELBY COUNTY ROAD 74 LEFT. TURN
 AA2067'LEFT ON SHELBY COUNTY ROAD 74 AND DRIVE WEST FOR 1.75 MI (2.82 KM) TO
 AA2067'ANOTHER T-INTERSECTION WITH SHELBY COUNTY ROAD 39 RIGHT AND A GRAVEL
 AA2067'ROAD LEFT. TURN LEFT ON THE GRAVEL ROAD AND DRIVE SOUTHWEST FOR 0.60
 AA2067'MI (0.97 KM) TO THE STATION ON THE RIGHT ON TOP OF A FIFTEEN FOOT
 AA2067'BACKSLOPE UNDER HIGH VOLTAGE POWER LINES. THE STATION IS 38.5 FT (11.7
 AA2067'M) NORTH OF THE SOUTH WOODLINE, 53.0 FT (16.2 M) SOUTH OF THE NORTH
 AA2067'WOODLINE, 91.5 FT (27.9 M) WEST OF THE CENTER OF THE GRAVEL ROAD,
 AA2067'109.0 FT (33.2 M) NORTHWEST OF A GRAPHIC BEAR RIGHT SIGN, 2.0 FT (0.6
 AA2067'M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2067'STATION 59-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2068 ***********************************************************************
 AA2068  DESIGNATION -  59 22
 AA2068  PID         -  AA2068
 AA2068  STATE/COUNTY-  AL/SHELBY
 AA2068  USGS QUAD   -  CHELSEA (1978)
 AA2068
 AA2068                         *CURRENT SURVEY CONTROL
 AA2068  ___________________________________________________________________
 AA2068* NAD 83(1992)-  33 16 39.98691(N)    086 40 40.39628(W)     ADJUSTED  
 AA2068* NAVD 88     -       159.1    (meters)     522.     (feet)  VERTCON   
 AA2068  ___________________________________________________________________
 AA2068  X           -     309,318.488 (meters)                     COMP
 AA2068  Y           -  -5,328,772.218 (meters)                     COMP
 AA2068  Z           -   3,479,826.177 (meters)                     COMP
 AA2068  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AA2068  ELLIP HEIGHT-         129.98  (meters)          (07/29/02) GPS OBS
 AA2068  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA2068
 AA2068  HORZ ORDER  -  FIRST
 AA2068  ELLP ORDER  -  FOURTH    CLASS I
 AA2068
 AA2068.The horizontal coordinates were established by GPS observations
 AA2068.and adjusted by the National Geodetic Survey in September 1994..
 AA2068
 AA2068.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2068.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2068
 AA2068.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2068
 AA2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2068
 AA2068.The ellipsoidal height was determined by GPS observations
 AA2068.and is referenced to NAD 83.
 AA2068
 AA2068.The geoid height was determined by GEOID03.
 AA2068
 AA2068;                    North         East     Units Scale Factor Converg.
 AA2068;SPC AL W     -   363,718.978   676,583.323   MT  1.00000562   +0 27 04.0
 AA2068;UTM  16      - 3,682,127.964   529,995.795   MT  0.99961109   +0 10 36.3
 AA2068
 AA2068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2068!SPC AL W     -   0.99997959  x   1.00000562  =   0.99998521
 AA2068!UTM  16      -   0.99997959  x   0.99961109  =   0.99959069
 AA2068
 AA2068                          SUPERSEDED SURVEY CONTROL
 AA2068
 AA2068  ELLIP H (09/29/94)  130.05   (m)                       GP(       ) 3 2
 AA2068  NGVD 29 (09/29/94)  159.1    (m)          522.     (f) GPS OBS        
 AA2068
 AA2068.Superseded values are not recommended for survey control.
 AA2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2068.See file dsdata.txt to determine how the superseded data were derived.
 AA2068
 AA2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2999682128(NAD 83)
 AA2068_MARKER: DD = SURVEY DISK
 AA2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2068_SP_SET: CONCRETE POST
 AA2068_STAMPING: 59-22 1993
 AA2068_MARK LOGO: ALHD  
 AA2068_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2068+STABILITY: SURFACE MOTION
 AA2068_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2068+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2068
 AA2068  HISTORY     - Date     Condition        Report By
 AA2068  HISTORY     - 1993     MONUMENTED       ALHD
 AA2068
 AA2068                          STATION DESCRIPTION
 AA2068
 AA2068'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2068'THE STATION IS IN SHELBY COUNTY ON ALABAMA POWER RIGHT OF WAY ABOUT
 AA2068'7.60 MI (12.23 KM) EAST OF PELHAM AND ABOUT 8.10 MI (13.04 KM)
 AA2068'NORTHWEST OF COLUMBIANA. TO REACH THE STATION FROM THE JUNCTION OF AL
 AA2068'25 AND AL 70 WEST (MILEPOST 128.76 ON AL 25 AND MILEPOST 8.33 ON AL
 AA2068'70) IN COLUMBIANA, DRIVE NORTHEAST ON AL 25 FOR 0.65 MI (1.05 KM) TO
 AA2068'MILEPOST 129.40 AND SHELBY COUNTY ROAD 47 LEFT AND RIGHT. TURN LEFT ON
 AA2068'SHELBY COUNTY ROAD 47 AND DRIVE NORTH FOR 5.85 MI (9.41 KM) TO A
 AA2068'T-INTERSECTION WITH SHELBY COUNTY ROAD 47 STRAIGHT AHEAD AND SHELBY
 AA2068'COUNTY ROAD 69 LEFT. TURN LEFT ON SHELBY COUNTY ROAD 69 AND DRIVE
 AA2068'NORTHWEST FOR 2.45 MI (3.94 KM) TO ANOTHER T-INTERSECTION WITH SHELBY
 AA2068'COUNTY ROAD 69 STRAIGHT AHEAD AND SHELBY COUNTY ROAD 74 LEFT. TURN
 AA2068'LEFT ON SHELBY COUNTY ROAD 74 AND DRIVE WEST FOR 1.25 MI (2.01 KM) TO
 AA2068'A GRAVEL ROAD LEFT. TURN LEFT ON THE GRAVEL ROAD AND DRIVE SOUTHWEST
 AA2068'FOR 0.10 MI (0.16 KM) TO A REVERSE Y-INTERSECTION WITH ANOTHER GRAVEL
 AA2068'ROAD LEFT AND RIGHT. BEAR LEFT ON THE GRAVEL ROAD AND DRIVE SOUTH FOR
 AA2068'0.40 MI (0.64 KM) TO A METAL GATE ON THE RIGHT. TURN RIGHT AND PASS
 AA2068'THROUGH THE METAL GATE. DRIVE WEST ALONG THE ALABAMA POWER RIGHT OF
 AA2068'WAY FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA2068'45.0 FT (13.7 M) NORTH OF THE SOUTH WOODLINE, 47.0 FT (14.3 M) SOUTH
 AA2068'OF THE NORTH WOODLINE, 192.0 FT (58.5 M) WEST OF THE WEST TWO GUY
 AA2068'WIRES OF A POWER LINE TOWER, 1.8 FT (0.5 M) EAST OF A CARSONITE
 AA2068'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 59-21 1993 MAY BE
 AA2068'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2069 ***********************************************************************
 AA2069  DESIGNATION -  59 23
 AA2069  PID         -  AA2069
 AA2069  STATE/COUNTY-  AL/SHELBY
 AA2069  USGS QUAD   -  HARPERSVILLE (1972)
 AA2069
 AA2069                         *CURRENT SURVEY CONTROL
 AA2069  ___________________________________________________________________
 AA2069* NAD 83(1992)-  33 15 33.26190(N)    086 28 04.41141(W)     ADJUSTED  
 AA2069* NAVD 88     -       122.4    (meters)     402.     (feet)  VERTCON   
 AA2069  ___________________________________________________________________
 AA2069  X           -     328,914.530 (meters)                     COMP
 AA2069  Y           -  -5,328,697.658 (meters)                     COMP
 AA2069  Z           -   3,478,087.248 (meters)                     COMP
 AA2069  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA2069  ELLIP HEIGHT-          93.28  (meters)          (07/29/02) GPS OBS
 AA2069  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA2069
 AA2069  HORZ ORDER  -  FIRST
 AA2069  ELLP ORDER  -  FOURTH    CLASS I
 AA2069
 AA2069.The horizontal coordinates were established by GPS observations
 AA2069.and adjusted by the National Geodetic Survey in September 1994..
 AA2069
 AA2069.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2069.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2069
 AA2069.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2069
 AA2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2069
 AA2069.The ellipsoidal height was determined by GPS observations
 AA2069.and is referenced to NAD 83.
 AA2069
 AA2069.The geoid height was determined by GEOID03.
 AA2069
 AA2069;                    North         East     Units Scale Factor Converg.
 AA2069;SPC AL W     -   361,837.013   696,166.423   MT  1.00004731   +0 33 57.9
 AA2069;UTM  16      - 3,680,153.067   549,561.718   MT  0.99963028   +0 17 30.6
 AA2069
 AA2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2069!SPC AL W     -   0.99998536  x   1.00004731  =   1.00003266
 AA2069!UTM  16      -   0.99998536  x   0.99963028  =   0.99961564
 AA2069
 AA2069:                Primary Azimuth Mark                     Grid Az
 AA2069:SPC AL W     -  59 24                                    140 55 09.2
 AA2069:UTM  16      -  59 24                                    141 11 36.5
 AA2069
 AA2069|---------------------------------------------------------------------|
 AA2069| PID    Reference Object                     Distance      Geod. Az  |
 AA2069|                                                           dddmmss.s |
 AA2069| AA2070 59 24                               APPROX. 0.6 KM 1412907.1 |
 AA2069|---------------------------------------------------------------------|
 AA2069
 AA2069                          SUPERSEDED SURVEY CONTROL
 AA2069
 AA2069  ELLIP H (09/29/94)   93.34   (m)                       GP(       ) 3 2
 AA2069  NGVD 29 (09/29/94)  122.4    (m)          402.     (f) GPS OBS        
 AA2069
 AA2069.Superseded values are not recommended for survey control.
 AA2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2069.See file dsdata.txt to determine how the superseded data were derived.
 AA2069
 AA2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4956280153(NAD 83)
 AA2069_MARKER: DD = SURVEY DISK
 AA2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2069_SP_SET: CONCRETE POST
 AA2069_STAMPING: 59-23 1993
 AA2069_MARK LOGO: ALHD  
 AA2069_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2069+STABILITY: SURFACE MOTION
 AA2069_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2069+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA2069
 AA2069  HISTORY     - Date     Condition        Report By
 AA2069  HISTORY     - 1993     MONUMENTED       ALHD
 AA2069  HISTORY     - 20040901 GOOD             JCLS
 AA2069
 AA2069                          STATION DESCRIPTION
 AA2069
 AA2069'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2069'THE STATION IS IN SHELBY COUNTY ON THE EAST RIGHT OF WAY OF SHELBY
 AA2069'COUNTY ROAD 441 ABOUT 2.00 MI (3.22 KM) NORTHEAST OF WILSONVILLE AND
 AA2069'ABOUT 6.05 MI (9.74 KM) SOUTH OF HARPERSVILLE. TO REACH THE STATION
 AA2069'FROM THE JUNCTION OF AL 25 AND AL 70 WEST (MILEPOST 128.76 ON AL 25
 AA2069'AND MILEPOST 8.33 ON AL 70) IN COLUMBIANA, DRIVE NORTHEAST AND EAST ON
 AA2069'AL 25 FOR 10.95 MI (17.62 KM) TO MILEPOST 139.70 AND SHELBY COUNTY
 AA2069'ROAD 441 LEFT. TURN LEFT ON SHELBY COUNTY ROAD 441 AND DRIVE NORTH FOR
 AA2069'0.50 MI (0.80 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT
 AA2069'(0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE ON OLD TREATED WOOD
 AA2069'POSTS, 16.0 FT (4.9 M) SOUTH-SOUTHEAST OF A ONE LANE BRIDGE SIGN, 33.3
 AA2069'FT (10.1 M) EAST OF THE CENTERLINE OF SHELBY COUNTY ROAD 441, 76.7 FT
 AA2069'(23.4 M) NORTH-NORTHEAST OF A WEIGHT RESTRICTION BRIDGE SIGN, 123.0 FT
 AA2069'(37.5 M) NORTH OF A POWER POLE, 2.7 FT (0.8 M) WEST OF A CARSONITE
 AA2069'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 59-24 1993 MAY BE
 AA2069'USED AS AN AZIMUTH FOR THIS STATION.
 AA2069
 AA2069                          STATION RECOVERY (2004)
 AA2069
 AA2069'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA2069'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2070 ***********************************************************************
 AA2070  DESIGNATION -  59 24
 AA2070  PID         -  AA2070
 AA2070  STATE/COUNTY-  AL/SHELBY
 AA2070  USGS QUAD   -  HARPERSVILLE (1972)
 AA2070
 AA2070                         *CURRENT SURVEY CONTROL
 AA2070  ___________________________________________________________________
 AA2070* NAD 83(1992)-  33 15 19.16428(N)    086 27 51.05766(W)     ADJUSTED  
 AA2070* NAVD 88     -       127.6    (meters)     419.     (feet)  VERTCON   
 AA2070  ___________________________________________________________________
 AA2070  X           -     329,274.472 (meters)                     COMP
 AA2070  Y           -  -5,328,918.440 (meters)                     COMP
 AA2070  Z           -   3,477,726.919 (meters)                     COMP
 AA2070  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 AA2070  ELLIP HEIGHT-          98.50  (meters)          (07/29/02) GPS OBS
 AA2070  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA2070
 AA2070  HORZ ORDER  -  FIRST
 AA2070  ELLP ORDER  -  FOURTH    CLASS I
 AA2070
 AA2070.The horizontal coordinates were established by GPS observations
 AA2070.and adjusted by the National Geodetic Survey in September 1994..
 AA2070
 AA2070.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2070
 AA2070.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2070
 AA2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2070
 AA2070.The ellipsoidal height was determined by GPS observations
 AA2070.and is referenced to NAD 83.
 AA2070
 AA2070.The geoid height was determined by GEOID03.
 AA2070
 AA2070;                    North         East     Units Scale Factor Converg.
 AA2070;SPC AL W     -   361,406.115   696,516.364   MT  1.00004815   +0 34 05.0
 AA2070;UTM  16      - 3,679,720.678   549,909.448   MT  0.99963071   +0 17 37.8
 AA2070
 AA2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2070!SPC AL W     -   0.99998454  x   1.00004815  =   1.00003269
 AA2070!UTM  16      -   0.99998454  x   0.99963071  =   0.99961525
 AA2070
 AA2070:                Primary Azimuth Mark                     Grid Az
 AA2070:SPC AL W     -  59 23                                    320 55 09.4
 AA2070:UTM  16      -  59 23                                    321 11 36.6
 AA2070
 AA2070|---------------------------------------------------------------------|
 AA2070| PID    Reference Object                     Distance      Geod. Az  |
 AA2070|                                                           dddmmss.s |
 AA2070| AA2069 59 23                               APPROX. 0.6 KM 3212914.4 |
 AA2070|---------------------------------------------------------------------|
 AA2070
 AA2070                          SUPERSEDED SURVEY CONTROL
 AA2070
 AA2070  ELLIP H (09/29/94)   98.56   (m)                       GP(       ) 3 2
 AA2070  NGVD 29 (09/29/94)  127.6    (m)          419.     (f) GPS OBS        
 AA2070
 AA2070.Superseded values are not recommended for survey control.
 AA2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2070.See file dsdata.txt to determine how the superseded data were derived.
 AA2070
 AA2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4990979721(NAD 83)
 AA2070_MARKER: DD = SURVEY DISK
 AA2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2070_SP_SET: CONCRETE POST
 AA2070_STAMPING: 59-24 1993
 AA2070_MARK LOGO: ALHD  
 AA2070_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2070+STABILITY: SURFACE MOTION
 AA2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2070+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2070
 AA2070  HISTORY     - Date     Condition        Report By
 AA2070  HISTORY     - 1993     MONUMENTED       ALHD
 AA2070
 AA2070                          STATION DESCRIPTION
 AA2070
 AA2070'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2070'THE STATION IS IN SHELBY COUNTY ON THE NORTHWEST RIGHT OF WAY OF AL 25
 AA2070'ABOUT 1.90 MI (3.06 KM) NORTHEAST OF WILSONVILLE AND ABOUT 6.25 MI
 AA2070'(10.06 KM) SOUTH OF HARPERSVILLE. TO REACH THE STATION FROM THE
 AA2070'JUNCTION OF AL 25 AND AL 70 WEST (MILEPOST 128.76 ON AL 25 AND
 AA2070'MILEPOST 8.33 ON AL 70) IN COLUMBIANA, DRIVE NORTHEAST AND EAST ON AL
 AA2070'25 FOR 11.35 MI (18.27 KM) TO MILEPOST 140.10 AND THE STATION ON THE
 AA2070'LEFT. THE STATION IS 37.7 FT (11.5 M) NORTH-NORTHWEST OF THE
 AA2070'CENTERLINE OF AL 25, 122.0 FT (37.2 M) SOUTHEAST OF THE EAST OF TWO
 AA2070'CONCRETE HIGH VOLTAGE POWER POLES, 128.8 FT (39.3 M) SOUTHEAST OF THE
 AA2070'WEST OF TWO CONCRETE HIGH VOLTAGE POWER POLES, 2.1 FT (0.6 M)
 AA2070'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2070'STATION 59-23 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2071 ***********************************************************************
 AA2071  DESIGNATION -  59 25
 AA2071  PID         -  AA2071
 AA2071  STATE/COUNTY-  AL/SHELBY
 AA2071  USGS QUAD   -  HARPERSVILLE (1972)
 AA2071
 AA2071                         *CURRENT SURVEY CONTROL
 AA2071  ___________________________________________________________________
 AA2071* NAD 83(1992)-  33 21 13.14753(N)    086 22 59.35622(W)     ADJUSTED  
 AA2071* NAVD 88     -       129.0    (meters)     423.     (feet)  VERTCON   
 AA2071  ___________________________________________________________________
 AA2071  X           -     336,432.653 (meters)                     COMP
 AA2071  Y           -  -5,322,472.293 (meters)                     COMP
 AA2071  Z           -   3,486,842.355 (meters)                     COMP
 AA2071  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 AA2071  ELLIP HEIGHT-          99.89  (meters)          (07/29/02) GPS OBS
 AA2071  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA2071
 AA2071  HORZ ORDER  -  FIRST
 AA2071  ELLP ORDER  -  FOURTH    CLASS I
 AA2071
 AA2071.The horizontal coordinates were established by GPS observations
 AA2071.and adjusted by the National Geodetic Survey in September 1994..
 AA2071
 AA2071.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2071.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2071
 AA2071.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2071
 AA2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2071
 AA2071.The ellipsoidal height was determined by GPS observations
 AA2071.and is referenced to NAD 83.
 AA2071
 AA2071.The geoid height was determined by GEOID03.
 AA2071
 AA2071;                    North         East     Units Scale Factor Converg.
 AA2071;SPC AL W     -   372,389.630   703,950.114   MT  1.00006651   +0 36 50.8
 AA2071;UTM  16      - 3,690,663.826   557,392.594   MT  0.99964061   +0 20 21.0
 AA2071
 AA2071!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2071!SPC AL W     -   0.99998432  x   1.00006651  =   1.00005083
 AA2071!UTM  16      -   0.99998432  x   0.99964061  =   0.99962493
 AA2071
 AA2071                          SUPERSEDED SURVEY CONTROL
 AA2071
 AA2071  ELLIP H (09/29/94)   99.95   (m)                       GP(       ) 3 2
 AA2071  NGVD 29 (09/29/94)  128.9    (m)          423.     (f) GPS OBS        
 AA2071
 AA2071.Superseded values are not recommended for survey control.
 AA2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2071.See file dsdata.txt to determine how the superseded data were derived.
 AA2071
 AA2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5739390664(NAD 83)
 AA2071_MARKER: DD = SURVEY DISK
 AA2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2071_SP_SET: CONCRETE POST
 AA2071_STAMPING: 59-25 1993
 AA2071_MARK LOGO: ALHD  
 AA2071_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2071+STABILITY: SURFACE MOTION
 AA2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2071+SATELLITE: SATELLITE OBSERVATIONS - September 24, 2006
 AA2071
 AA2071  HISTORY     - Date     Condition        Report By
 AA2071  HISTORY     - 1993     MONUMENTED       ALHD
 AA2071  HISTORY     - 20040609 GOOD             MAPTEC
 AA2071  HISTORY     - 20060924 GOOD             GEOCAC
 AA2071
 AA2071                          STATION DESCRIPTION
 AA2071
 AA2071'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2071'THE STATION IS IN SHELBY COUNTY ON THE NORTH RIGHT OF WAY OF SHELBY
 AA2071'COUNTY ROAD 62 ABOUT 2.70 MI (4.35 KM) SOUTHEAST OF VINCENT AND ABOUT
 AA2071'3.30 MI (5.31 KM) EAST OF HARPERSVILLE. TO REACH THE STATION FROM THE
 AA2071'JUNCTION OF AL 25, U.S. 231 NORTH, AND U.S. 280 (MILEPOST 146.96 ON AL
 AA2071'25, MILEPOST 199.04 ON U.S. 231, AND MILEPOST 28.15 ON U.S. 280) IN
 AA2071'HARPERSVILLE, DRIVE SOUTHEAST ON U.S. 280 AND U.S. 231 FOR 0.25 MI
 AA2071'(0.40 KM) TO MILEPOST 28.40 AND SHELBY COUNTY ROAD 62 LEFT. TURN LEFT
 AA2071'ON SHELBY COUNTY ROAD 62 AND DRIVE NORTHEAST FOR 2.75 MI (4.43 KM) TO
 AA2071'A REVERSE Y-INTERSECTION WITH SHELBY COUNTY ROAD 85 LEFT AND SHELBY
 AA2071'COUNTY ROAD 85 AND 62 RIGHT. TURN RIGHT ON SHELBY COUNTY ROAD 85 AND
 AA2071'62 AND DRIVE EAST FOR 0.35 MI (0.56 KM) TO A FOUR WAY STOP WITH SHELBY
 AA2071'COUNTY ROAD 473 LEFT, SHELBY COUNTY ROAD 62 STRAIGHT AHEAD, SHELBY
 AA2071'COUNTY ROAD 85 RIGHT, AND THE STATION ON THE LEFT IN THE NORTHEAST
 AA2071'QUADRANT OF THE INTERSECTION. THE STATION IS 4.0 FT (1.2 M) SOUTH OF A
 AA2071'FOUR STRAND BARBED WIRE FENCE ON WOOD POSTS, 11.5 FT (3.5 M)
 AA2071'WEST-NORTHWEST OF A COUNTY ROAD 473 NORTH RIGHT SIGN, 11.7 FT (3.6 M)
 AA2071'NORTH OF A STOP SIGN, 13.0 FT (4.0 M) WEST-NORTHWEST OF A COUNTY ROAD
 AA2071'85 NORTH SIGN, 15.1 FT (4.6 M) NORTHWEST OF A COUNTY ROAD 85 SOUTH
 AA2071'LEFT SIGN, 18.0 FT (5.5 M) EAST OF THE SOUTHWEST FENCE CORNER OF THE
 AA2071'FOUR STRAND BARBED WIRE FENCE ON WOOD POSTS, 26.9 FT (8.2 M) NORTH OF
 AA2071'THE CENTERLINE OF SHELBY COUNTY ROAD 62, 46.2 FT (14.1 M) EAST OF THE
 AA2071'CENTERLINE OF SHELBY COUNTY ROAD 473, 57.3 FT (17.5 M) NORTH OF AN
 AA2071'UNDERGROUND CABLE WARNING SIGN ACROSS THE ROAD, 4.9 FT (1.5 M) SOUTH
 AA2071'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION
 AA2071'59-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2071
 AA2071                          STATION RECOVERY (2004)
 AA2071
 AA2071'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (CDP)
 AA2071'RECOVERED AS DESCRIBED, IN GOOD CONDITION
 AA2071
 AA2071                          STATION RECOVERY (2006)
 AA2071
 AA2071'RECOVERY NOTE BY GEOCACHING 2006
 AA2071'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2072 ***********************************************************************
 AA2072  DESIGNATION -  59 26
 AA2072  PID         -  AA2072
 AA2072  STATE/COUNTY-  AL/SHELBY
 AA2072  USGS QUAD   -  CHILDERSBURG (1972)
 AA2072
 AA2072                         *CURRENT SURVEY CONTROL
 AA2072  ___________________________________________________________________
 AA2072* NAD 83(1992)-  33 21 12.85280(N)    086 22 25.17958(W)     ADJUSTED  
 AA2072* NAVD 88     -       128.3    (meters)     421.     (feet)  VERTCON   
 AA2072  ___________________________________________________________________
 AA2072  X           -     337,314.825 (meters)                     COMP
 AA2072  Y           -  -5,322,420.899 (meters)                     COMP
 AA2072  Z           -   3,486,834.401 (meters)                     COMP
 AA2072  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 AA2072  ELLIP HEIGHT-          99.22  (meters)          (07/29/02) GPS OBS
 AA2072  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA2072
 AA2072  HORZ ORDER  -  FIRST
 AA2072  ELLP ORDER  -  FOURTH    CLASS I
 AA2072
 AA2072.The horizontal coordinates were established by GPS observations
 AA2072.and adjusted by the National Geodetic Survey in September 1994..
 AA2072
 AA2072.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2072.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2072
 AA2072.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2072
 AA2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2072
 AA2072.The ellipsoidal height was determined by GPS observations
 AA2072.and is referenced to NAD 83.
 AA2072
 AA2072.The geoid height was determined by GEOID03.
 AA2072
 AA2072;                    North         East     Units Scale Factor Converg.
 AA2072;SPC AL W     -   372,390.061   704,833.863   MT  1.00006878   +0 37 09.6
 AA2072;UTM  16      - 3,690,660.018   558,275.958   MT  0.99964187   +0 20 39.7
 AA2072
 AA2072!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2072!SPC AL W     -   0.99998442  x   1.00006878  =   1.00005320
 AA2072!UTM  16      -   0.99998442  x   0.99964187  =   0.99962630
 AA2072
 AA2072                          SUPERSEDED SURVEY CONTROL
 AA2072
 AA2072  ELLIP H (09/29/94)   99.29   (m)                       GP(       ) 3 2
 AA2072  NGVD 29 (09/29/94)  128.3    (m)          421.     (f) GPS OBS        
 AA2072
 AA2072.Superseded values are not recommended for survey control.
 AA2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2072.See file dsdata.txt to determine how the superseded data were derived.
 AA2072
 AA2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5827690660(NAD 83)
 AA2072_MARKER: DD = SURVEY DISK
 AA2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2072_SP_SET: CONCRETE POST
 AA2072_STAMPING: 59-26 1993
 AA2072_MARK LOGO: ALHD  
 AA2072_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2072+STABILITY: SURFACE MOTION
 AA2072_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2072+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2072
 AA2072  HISTORY     - Date     Condition        Report By
 AA2072  HISTORY     - 1993     MONUMENTED       ALHD
 AA2072
 AA2072                          STATION DESCRIPTION
 AA2072
 AA2072'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2072'THE STATION IS IN SHELBY COUNTY ON THE SOUTH RIGHT OF WAY OF SHELBY
 AA2072'COUNTY ROAD 62 ABOUT 3.10 MI (4.99 KM) SOUTHEAST OF VINCENT AND ABOUT
 AA2072'3.75 MI (6.03 KM) EAST OF HARPERSVILLE. TO REACH THE STATION FROM THE
 AA2072'JUNCTION OF AL 25, U.S. 231 NORTH, AND U.S. 280 (MILEPOST 146.96 ON AL
 AA2072'25, MILEPOST 199.04 ON U.S. 231, AND MILEPOST 28.15 ON U.S. 280) IN
 AA2072'HARPERSVILLE, DRIVE SOUTHEAST ON U.S. 231 AND U.S. 280 FOR 0.25 MI
 AA2072'(0.40 KM) TO MILEPOST 28.40 AND SHELBY COUNTY ROAD 62 LEFT. TURN LEFT
 AA2072'ON SHELBY COUNTY ROAD 62 AND DRIVE EAST FOR 2.75 MI (4.43 KM) TO A
 AA2072'REVERSE Y-INTERSECTION WITH SHELBY COUNTY ROAD 85 LEFT AND SHELBY
 AA2072'COUNTY ROAD 85 AND 62 RIGHT. TURN RIGHT ON SHELBY COUNTY ROAD 85 AND
 AA2072'62 AND DRIVE EAST FOR 0.35 MI (0.56 KM) TO A FOUR WAY STOP WITH SHELBY
 AA2072'COUNTY ROAD 473 LEFT, SHELBY COUNTY ROAD 62 STRAIGHT AHEAD, AND SHELBY
 AA2072'COUNTY ROAD 85 RIGHT. CONTINUE EAST ON SHELBY COUNTY ROAD 62 FOR 0.55
 AA2072'MI (0.89 KM) TO THE STATION ON THE RIGHT. THE STATION IS 26.4 FT (8.0
 AA2072'M) SOUTH OF THE CENTERLINE OF SHELBY COUNTY ROAD 62, 152.0 FT (46.3 M)
 AA2072'EAST-NORTHEAST OF A POWER POLE WITH ONE TRANSFORMER AND A NIGHT LIGHT,
 AA2072'155.0 FT (47.2 M) EAST OF THE CENTER OF A DIRT DRIVEWAY TO A WOOD
 AA2072'FRAME HOUSE WITH A RUSTY TIN ROOF, 1.9 FT (0.6 M) NORTH OF A CARSONITE
 AA2072'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 59-25 1993 MAY BE
 AA2072'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2073 ***********************************************************************
 AA2073  DESIGNATION -  59 27
 AA2073  PID         -  AA2073
 AA2073  STATE/COUNTY-  AL/SHELBY
 AA2073  USGS QUAD   -  HARPERSVILLE (1972)
 AA2073
 AA2073                         *CURRENT SURVEY CONTROL
 AA2073  ___________________________________________________________________
 AA2073* NAD 83(1992)-  33 20 53.93255(N)    086 27 30.87917(W)     ADJUSTED  
 AA2073* NAVD 88     -       145.6    (meters)     478.     (feet)  VERTCON   
 AA2073  ___________________________________________________________________
 AA2073  X           -     329,446.923 (meters)                     COMP
 AA2073  Y           -  -5,323,249.190 (meters)                     COMP
 AA2073  Z           -   3,486,356.948 (meters)                     COMP
 AA2073  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 AA2073  ELLIP HEIGHT-         116.44  (meters)          (07/29/02) GPS OBS
 AA2073  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA2073
 AA2073  HORZ ORDER  -  FIRST
 AA2073  ELLP ORDER  -  FOURTH    CLASS I
 AA2073
 AA2073.The horizontal coordinates were established by GPS observations
 AA2073.and adjusted by the National Geodetic Survey in September 1994..
 AA2073
 AA2073.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2073.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2073
 AA2073.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2073
 AA2073.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2073
 AA2073.The ellipsoidal height was determined by GPS observations
 AA2073.and is referenced to NAD 83.
 AA2073
 AA2073.The geoid height was determined by GEOID03.
 AA2073
 AA2073;                    North         East     Units Scale Factor Converg.
 AA2073;SPC AL W     -   371,724.939   696,935.730   MT  1.00004914   +0 34 21.2
 AA2073;UTM  16      - 3,690,033.066   550,378.061   MT  0.99963129   +0 17 51.5
 AA2073
 AA2073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2073!SPC AL W     -   0.99998172  x   1.00004914  =   1.00003086
 AA2073!UTM  16      -   0.99998172  x   0.99963129  =   0.99961302
 AA2073
 AA2073:                Primary Azimuth Mark                     Grid Az
 AA2073:SPC AL W     -  59 28                                    105 17 16.3
 AA2073:UTM  16      -  59 28                                    105 33 46.0
 AA2073
 AA2073|---------------------------------------------------------------------|
 AA2073| PID    Reference Object                     Distance      Geod. Az  |
 AA2073|                                                           dddmmss.s |
 AA2073| AA2074 59 28                               447.687 METERS 1055137.5 |
 AA2073|---------------------------------------------------------------------|
 AA2073
 AA2073                          SUPERSEDED SURVEY CONTROL
 AA2073
 AA2073  ELLIP H (09/29/94)  116.51   (m)                       GP(       ) 3 2
 AA2073  NGVD 29 (09/29/94)  145.5    (m)          477.     (f) GPS OBS        
 AA2073
 AA2073.Superseded values are not recommended for survey control.
 AA2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2073.See file dsdata.txt to determine how the superseded data were derived.
 AA2073
 AA2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5037890033(NAD 83)
 AA2073_MARKER: DD = SURVEY DISK
 AA2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2073_SP_SET: CONCRETE POST
 AA2073_STAMPING: 59-27 1993
 AA2073_MARK LOGO: ALHD  
 AA2073_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2073+STABILITY: SURFACE MOTION
 AA2073_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2073+SATELLITE: SATELLITE OBSERVATIONS - June 09, 2004
 AA2073
 AA2073  HISTORY     - Date     Condition        Report By
 AA2073  HISTORY     - 1993     MONUMENTED       ALHD
 AA2073  HISTORY     - 20040609 GOOD             MAPTEC
 AA2073
 AA2073                          STATION DESCRIPTION
 AA2073
 AA2073'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2073'THE STATION IS IN SHELBY COUNTY ON THE SOUTH RIGHT OF WAY OF U.S. 280
 AA2073'IN HARPERSVILLE. TO REACH THE STATION FROM THE JUNCTION OF AL 25, U.S.
 AA2073'231 NORTH, AND U.S. 280 (MILEPOST 146.96 ON AL 25, MILEPOST 199.04 ON
 AA2073'U.S. 231, AND MILEPOST 28.15 ON U.S. 280) IN HARPERSVILLE, DRIVE WEST
 AA2073'ON U.S. 280 FOR 1.25 MI (2.01 KM) TO MILEPOST 26.90 AND THE STATION ON
 AA2073'THE LEFT. THE STATION IS 32.0 FT (9.8 M) NORTH OF THE EAST POST OF A
 AA2073'REAL ESTATE FOR SALE SIGN, 32.6 FT (9.9 M) NORTH-NORTHEAST OF THE WEST
 AA2073'POST OF A REAL ESTATE FOR SALE SIGN, 72.7 FT (22.2 M) SOUTH OF THE
 AA2073'CENTERLINE OF THE EAST BOUND LANES OF U.S. 280, 105.0 FT (32.0 M)
 AA2073'NORTHWEST OF A POWER AND CABLE POLE, 109.0 FT (33.2 M) SOUTHEAST OF
 AA2073'THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A FRUIT STAND, 2.1 FT (0.6
 AA2073'M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2073'STATION 59-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2073
 AA2073                          STATION RECOVERY (2004)
 AA2073
 AA2073'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (CDP)
 AA2073'MARK IS AT MILE POST 24.90 NOT 26.90, RECOVERED AS DESCRIBED IN GOOD
 AA2073'CONDITION
 AA2073' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2074 ***********************************************************************
 AA2074  DESIGNATION -  59 28
 AA2074  PID         -  AA2074
 AA2074  STATE/COUNTY-  AL/SHELBY
 AA2074  USGS QUAD   -  HARPERSVILLE (1972)
 AA2074
 AA2074                         *CURRENT SURVEY CONTROL
 AA2074  ___________________________________________________________________
 AA2074* NAD 83(1992)-  33 20 49.96092(N)    086 27 14.22441(W)     ADJUSTED  
 AA2074* NAVD 88     -       143.1    (meters)     469.     (feet)  VERTCON   
 AA2074  ___________________________________________________________________
 AA2074  X           -     329,880.778 (meters)                     COMP
 AA2074  Y           -  -5,323,287.640 (meters)                     COMP
 AA2074  Z           -   3,486,253.370 (meters)                     COMP
 AA2074  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 AA2074  ELLIP HEIGHT-         113.96  (meters)          (07/29/02) GPS OBS
 AA2074  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA2074
 AA2074  HORZ ORDER  -  FIRST
 AA2074  ELLP ORDER  -  FOURTH    CLASS I
 AA2074
 AA2074.The horizontal coordinates were established by GPS observations
 AA2074.and adjusted by the National Geodetic Survey in September 1994..
 AA2074
 AA2074.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2074.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2074
 AA2074.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2074
 AA2074.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2074
 AA2074.The ellipsoidal height was determined by GPS observations
 AA2074.and is referenced to NAD 83.
 AA2074
 AA2074.The geoid height was determined by GEOID03.
 AA2074
 AA2074;                    North         East     Units Scale Factor Converg.
 AA2074;SPC AL W     -   371,606.892   697,367.596   MT  1.00005018   +0 34 30.3
 AA2074;UTM  16      - 3,689,912.999   550,809.176   MT  0.99963183   +0 18 00.6
 AA2074
 AA2074!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2074!SPC AL W     -   0.99998211  x   1.00005018  =   1.00003229
 AA2074!UTM  16      -   0.99998211  x   0.99963183  =   0.99961395
 AA2074
 AA2074:                Primary Azimuth Mark                     Grid Az
 AA2074:SPC AL W     -  59 27                                    285 17 16.4
 AA2074:UTM  16      -  59 27                                    285 33 46.1
 AA2074
 AA2074|---------------------------------------------------------------------|
 AA2074| PID    Reference Object                     Distance      Geod. Az  |
 AA2074|                                                           dddmmss.s |
 AA2074| AA2073 59 27                               447.687 METERS 2855146.7 |
 AA2074|---------------------------------------------------------------------|
 AA2074
 AA2074                          SUPERSEDED SURVEY CONTROL
 AA2074
 AA2074  ELLIP H (09/29/94)  114.02   (m)                       GP(       ) 3 2
 AA2074  NGVD 29 (09/29/94)  143.0    (m)          469.     (f) GPS OBS        
 AA2074
 AA2074.Superseded values are not recommended for survey control.
 AA2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2074.See file dsdata.txt to determine how the superseded data were derived.
 AA2074
 AA2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5080989913(NAD 83)
 AA2074_MARKER: DD = SURVEY DISK
 AA2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2074_SP_SET: CONCRETE POST
 AA2074_STAMPING: 59-28 1993
 AA2074_MARK LOGO: ALHD  
 AA2074_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2074+STABILITY: SURFACE MOTION
 AA2074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2074+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 AA2074
 AA2074  HISTORY     - Date     Condition        Report By
 AA2074  HISTORY     - 1993     MONUMENTED       ALHD
 AA2074  HISTORY     - 20040609 GOOD             MAPTEC
 AA2074  HISTORY     - 20050719 GOOD             JCLS
 AA2074
 AA2074                          STATION DESCRIPTION
 AA2074
 AA2074'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2074'THE STATION IS IN SHELBY COUNTY ON THE SOUTH RIGHT OF WAY OF U.S. 280
 AA2074'IN HARPERSVILLE. TO REACH THE STATION FROM THE JUNCTION OF AL 25, U.S.
 AA2074'231 NORTH, AND U.S. 280 (MILEPOST 146.96 ON AL 25, MILEPOST 199.04 ON
 AA2074'U.S. 231, AND MILEPOST 28.15 ON U.S. 280) IN HARPERSVILLE, DRIVE WEST
 AA2074'ON U.S. 280 FOR 0.95 MI (1.53 KM) TO MILEPOST 27.20 AND THE STATION ON
 AA2074'THE LEFT. THE STATION IS 84.2 FT (25.7 M) SOUTH OF THE CENTERLINE OF
 AA2074'THE EAST BOUND LANES OF U.S. 280, 111.4 FT (34.0 M) WEST-NORTHWEST OF
 AA2074'A POWER AND CABLE POLE, 112.3 FT (34.2 M) WEST-NORTHWEST OF A
 AA2074'TELEPHONE CABLE PEDESTAL 16, 181.6 FT (55.4 M) EAST OF A JUNCTION
 AA2074'POWER AND CABLE POLE WITH ONE GUY WIRE, 193.6 FT (59.0 M) WEST OF A
 AA2074'SPEED LIMIT FIFTY SIGN, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS
 AA2074'POST AND SET FLUSH WITH THE GROUND. STATION 59-27 1993 MAY BE USED AS
 AA2074'AN AZIMUTH FOR THIS STATION.
 AA2074
 AA2074                          STATION RECOVERY (2004)
 AA2074
 AA2074'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (CDP)
 AA2074'MARK IS AT MILE POST 25.20 NOT 27.20, RECOVERED AS DESCRIBED IN GOOD
 AA2074'CONDITION
 AA2074' 
 AA2074
 AA2074                          STATION RECOVERY (2005)
 AA2074
 AA2074'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AA2074'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2075 ***********************************************************************
 AA2075  DESIGNATION -  59 29
 AA2075  PID         -  AA2075
 AA2075  STATE/COUNTY-  AL/SHELBY
 AA2075  USGS QUAD   -  WESTOVER (1982)
 AA2075
 AA2075                         *CURRENT SURVEY CONTROL
 AA2075  ___________________________________________________________________
 AA2075* NAD 83(1992)-  33 20 54.95667(N)    086 33 32.25145(W)     ADJUSTED  
 AA2075* NAVD 88     -       149.4    (meters)     490.     (feet)  VERTCON   
 AA2075  ___________________________________________________________________
 AA2075  X           -     320,119.335 (meters)                     COMP
 AA2075  Y           -  -5,323,804.085 (meters)                     COMP
 AA2075  Z           -   3,486,385.411 (meters)                     COMP
 AA2075  LAPLACE CORR-          -0.38  (seconds)                    DEFLEC99
 AA2075  ELLIP HEIGHT-         120.27  (meters)          (07/29/02) GPS OBS
 AA2075  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AA2075
 AA2075  HORZ ORDER  -  FIRST
 AA2075  ELLP ORDER  -  FOURTH    CLASS I
 AA2075
 AA2075.The horizontal coordinates were established by GPS observations
 AA2075.and adjusted by the National Geodetic Survey in September 1994..
 AA2075
 AA2075.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2075.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2075
 AA2075.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2075
 AA2075.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2075
 AA2075.The ellipsoidal height was determined by GPS observations
 AA2075.and is referenced to NAD 83.
 AA2075
 AA2075.The geoid height was determined by GEOID03.
 AA2075
 AA2075;                    North         East     Units Scale Factor Converg.
 AA2075;SPC AL W     -   371,667.617   687,591.599   MT  1.00002789   +0 31 02.5
 AA2075;UTM  16      - 3,690,020.582   541,037.617   MT  0.99962076   +0 14 32.8
 AA2075
 AA2075!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2075!SPC AL W     -   0.99998112  x   1.00002789  =   1.00000901
 AA2075!UTM  16      -   0.99998112  x   0.99962076  =   0.99960189
 AA2075
 AA2075:                Primary Azimuth Mark                     Grid Az
 AA2075:SPC AL W     -  59 30                                    077 36 27.1
 AA2075:UTM  16      -  59 30                                    077 52 56.8
 AA2075
 AA2075|---------------------------------------------------------------------|
 AA2075| PID    Reference Object                     Distance      Geod. Az  |
 AA2075|                                                           dddmmss.s |
 AA2075| AA2076 59 30                               APPROX. 0.5 KM 0780729.6 |
 AA2075|---------------------------------------------------------------------|
 AA2075
 AA2075                          SUPERSEDED SURVEY CONTROL
 AA2075
 AA2075  ELLIP H (09/29/94)  120.34   (m)                       GP(       ) 3 2
 AA2075  NGVD 29 (09/29/94)  149.4    (m)          490.     (f) GPS OBS        
 AA2075
 AA2075.Superseded values are not recommended for survey control.
 AA2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2075.See file dsdata.txt to determine how the superseded data were derived.
 AA2075
 AA2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4103890021(NAD 83)
 AA2075_MARKER: DD = SURVEY DISK
 AA2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2075_SP_SET: CONCRETE POST
 AA2075_STAMPING: 59-29 1993
 AA2075_MARK LOGO: ALHD  
 AA2075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2075+STABILITY: SURFACE MOTION
 AA2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA2075+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2004
 AA2075
 AA2075  HISTORY     - Date     Condition        Report By
 AA2075  HISTORY     - 1993     MONUMENTED       ALHD
 AA2075  HISTORY     - 20040402 GOOD             ALHD
 AA2075
 AA2075                          STATION DESCRIPTION
 AA2075
 AA2075'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2075'THE STATION IS IN SHELBY COUNTY ON THE SOUTH RIGHT OF WAY OF U.S. 280
 AA2075'ABOUT 7.00 MI (11.27 KM) WEST OF HARPERSVILLE AND ABOUT 8.90 MI (14.32
 AA2075'KM) NORTHWEST OF WILSONVILLE. TO REACH THE STATION FROM THE JUNCTION
 AA2075'OF AL 25, U.S. 231 NORTH, AND U.S. 280 (MILEPOST 146.96 ON AL 25,
 AA2075'MILEPOST 199.04 ON U.S. 231, AND MILEPOST 28.15 ON U.S. 280) IN
 AA2075'HARPERSVILLE, DRIVE WEST ON U.S. 280 FOR 7.15 MI (11.51 KM) TO
 AA2075'MILEPOST 21.00 AND THE STATION ON THE LEFT. THE STATION IS 53.8 FT
 AA2075'(16.4 M) SOUTHWEST OF A U.S. 280 EAST SIGN, 65.0 FT (19.8 M) SOUTH OF
 AA2075'THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 280, 252.0 FT (76.8 M)
 AA2075'EAST OF A STOP AND DIVIDED HIGHWAY SIGN, 2.0 FT (0.6 M) NORTH OF A
 AA2075'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 59-30
 AA2075'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2075
 AA2075                          STATION RECOVERY (2004)
 AA2075
 AA2075'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA2075'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2797 ***********************************************************************
 DH2797  DESIGNATION -  59 3
 DH2797  PID         -  DH2797
 DH2797  STATE/COUNTY-  AL/SHELBY
 DH2797  USGS QUAD   -  CAHABA HEIGHTS (1988)
 DH2797
 DH2797                         *CURRENT SURVEY CONTROL
 DH2797  ___________________________________________________________________
 DH2797* NAD 83(1992)-  33 25 08.89447(N)    086 40 38.94286(W)     ADJUSTED  
 DH2797* NAVD 88     -       195.2    (meters)     640.     (feet)  VERTCON   
 DH2797  ___________________________________________________________________
 DH2797  X           -     308,858.241 (meters)                     COMP
 DH2797  Y           -  -5,320,195.337 (meters)                     COMP
 DH2797  Z           -   3,492,943.364 (meters)                     COMP
 DH2797  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 DH2797  ELLIP HEIGHT-         166.01  (meters)          (07/29/02) GPS OBS
 DH2797  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH2797
 DH2797  HORZ ORDER  -  FIRST
 DH2797  ELLP ORDER  -  FOURTH    CLASS I
 DH2797
 DH2797.The horizontal coordinates were established by GPS observations
 DH2797.and adjusted by the National Geodetic Survey in December 1992..
 DH2797
 DH2797.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2797.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2797
 DH2797.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2797
 DH2797.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2797
 DH2797.The ellipsoidal height was determined by GPS observations
 DH2797.and is referenced to NAD 83.
 DH2797
 DH2797.The geoid height was determined by GEOID03.
 DH2797
 DH2797;                    North         East     Units Scale Factor Converg.
 DH2797;SPC AL W     -   379,397.562   676,497.196   MT  1.00000545   +0 27 10.9
 DH2797;UTM  16      - 3,697,800.596   529,984.894   MT  0.99961108   +0 10 39.5
 DH2797
 DH2797!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2797!SPC AL W     -   0.99997394  x   1.00000545  =   0.99997939
 DH2797!UTM  16      -   0.99997394  x   0.99961108  =   0.99958503
 DH2797
 DH2797:                Primary Azimuth Mark                     Grid Az
 DH2797:SPC AL W     -  59 4                                     257 38 51.9
 DH2797:UTM  16      -  59 4                                     257 55 23.3
 DH2797
 DH2797|---------------------------------------------------------------------|
 DH2797| PID    Reference Object                     Distance      Geod. Az  |
 DH2797|                                                           dddmmss.s |
 DH2797| DH2798 59 4                                486.367 METERS 2580602.8 |
 DH2797|---------------------------------------------------------------------|
 DH2797
 DH2797                          SUPERSEDED SURVEY CONTROL
 DH2797
 DH2797  ELLIP H (12/04/92)  166.08   (m)                       GP(       ) 4 1
 DH2797  NAD 83(1986)-  33 25 08.90451(N)    086 40 38.94327(W) AD(       ) 1
 DH2797  NGVD 29 (12/04/92)  195.1    (m)          640.     (f) GPS OBS        
 DH2797
 DH2797.Superseded values are not recommended for survey control.
 DH2797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2797.See file dsdata.txt to determine how the superseded data were derived.
 DH2797
 DH2797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2998597801(NAD 83)
 DH2797_MARKER: DD = SURVEY DISK
 DH2797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2797_SP_SET: CONCRETE POST
 DH2797_STAMPING: 59-3 1990
 DH2797_MARK LOGO: ALHD  
 DH2797_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2797+STABILITY: SURFACE MOTION
 DH2797_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2797+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2797
 DH2797  HISTORY     - Date     Condition        Report By
 DH2797  HISTORY     - 1990     MONUMENTED       ALHD
 DH2797
 DH2797                          STATION DESCRIPTION
 DH2797
 DH2797'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2797'THE STATION IS LOCATED IN SHELBY COUNTY ON THE NORTH RIGHT OF WAY OF
 DH2797'U. S. 280, ABOUT 14.40 MI (23.17 KM) NORTH - NORTHEAST OF ALABASTER,
 DH2797'AND ABOUT 17.10 MI (27.52 KM) NORTH - NORTHWEST OF COLUMBIANA.
 DH2797'TO REACH THE STATION FROM THE JUNCTION OF U. S. 280 AND ALA 119,
 DH2797'MILE POST 10.55 ON U. S. 280, DRIVE WEST ON ALA 280, 0.30 MI
 DH2797'(0.48 KM) TO MILE POST 10.25 AND THE STATION ON THE RIGHT.
 DH2797'THE STATION IS LOCATED IN A GRASSED TRAFFIC ISLAND IN FRONT OF
 DH2797'LLOYDS RESTAURANT, 15.2 FT (4.6 M) NORTH - NORTHWEST OF THE NORTH
 DH2797'CURB OF U. S. 280, 25.2 FT (7.7 M) SOUTHEAST OF THE SOUTHEAST CORNER
 DH2797'OF A CONCRETE DR0P INLET BOX, 38.0 FT (11.6 M) SOUTH - SOUTHEAST OF
 DH2797'THE SOUTH CURB OF THE PARKING LOT, 39.4 FT (12.0 M) NORTH - NORTHWEST
 DH2797'OF THE CENTERLINE OF THE WEST BOUND LANES OF U. S. 280, 73.0 FT
 DH2797'(22.3 M) EAST - SOUTHEAST OF A FIRE HYDRANT, 85.5 FT (26.1 M) EAST -
 DH2797'NORTHEAST OF THE EAST CURB OF A DRIVEWAY INTO LLOYDS RESTAURANT, AND
 DH2797'SET FLUSH WITH THE GROUND.
 DH2797'STATION 59 - 4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2076 ***********************************************************************
 AA2076  DESIGNATION -  59 30
 AA2076  PID         -  AA2076
 AA2076  STATE/COUNTY-  AL/SHELBY
 AA2076  USGS QUAD   -  WESTOVER (1982)
 AA2076
 AA2076                         *CURRENT SURVEY CONTROL
 AA2076  ___________________________________________________________________
 AA2076* NAD 83(1992)-  33 20 58.31960(N)    086 33 13.19346(W)     ADJUSTED  
 AA2076* NAVD 88     -       148.7    (meters)     488.     (feet)  GPS OBS   
 AA2076  ___________________________________________________________________
 AA2076  X           -     320,607.774 (meters)                     COMP
 AA2076  Y           -  -5,323,717.088 (meters)                     COMP
 AA2076  Z           -   3,486,471.602 (meters)                     COMP
 AA2076  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 AA2076  ELLIP HEIGHT-         119.62  (meters)          (08/29/05) GPS OBS
 AA2076  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AA2076
 AA2076  HORZ ORDER  -  A
 AA2076  ELLP ORDER  -  FOURTH    CLASS I
 AA2076
 AA2076.The horizontal coordinates were established by GPS observations
 AA2076.and adjusted by the National Geodetic Survey in August 2005..
 AA2076
 AA2076.The orthometric height was determined by GPS observations and a
 AA2076.high-resolution geoid model.
 AA2076
 AA2076.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2076
 AA2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2076
 AA2076.The ellipsoidal height was determined by GPS observations
 AA2076.and is referenced to NAD 83.
 AA2076
 AA2076.The geoid height was determined by GEOID03.
 AA2076
 AA2076;                    North         East     Units Scale Factor Converg.
 AA2076;SPC AL W     -   371,775.685   688,083.428   MT  1.00002896   +0 31 13.0
 AA2076;UTM  16      - 3,690,126.246   541,529.758   MT  0.99962126   +0 14 43.3
 AA2076
 AA2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2076!SPC AL W     -   0.99998122  x   1.00002896  =   1.00001018
 AA2076!UTM  16      -   0.99998122  x   0.99962126  =   0.99960249
 AA2076
 AA2076:                Primary Azimuth Mark                     Grid Az
 AA2076:SPC AL W     -  59 29                                    257 36 27.1
 AA2076:UTM  16      -  59 29                                    257 52 56.8
 AA2076
 AA2076|---------------------------------------------------------------------|
 AA2076| PID    Reference Object                     Distance      Geod. Az  |
 AA2076|                                                           dddmmss.s |
 AA2076| AA2075 59 29                               APPROX. 0.5 KM 2580740.1 |
 AA2076|---------------------------------------------------------------------|
 AA2076
 AA2076                          SUPERSEDED SURVEY CONTROL
 AA2076
 AA2076  ELLIP H (07/29/02)  119.56   (m)                       GP(       ) 4 1
 AA2076  NAD 83(1992)-  33 20 58.32042(N)    086 33 13.19299(W) AD(       ) 1
 AA2076  ELLIP H (09/29/94)  119.62   (m)                       GP(       ) 3 2
 AA2076  NGVD 29 (09/29/94)  148.7    (m)          488.     (f) GPS OBS        
 AA2076
 AA2076.Superseded values are not recommended for survey control.
 AA2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2076.See file dsdata.txt to determine how the superseded data were derived.
 AA2076
 AA2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4153090126(NAD 83)
 AA2076_MARKER: DD = SURVEY DISK
 AA2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2076_SP_SET: CONCRETE POST
 AA2076_STAMPING: 59-30 1993
 AA2076_MARK LOGO: ALHD  
 AA2076_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2076+STABILITY: SURFACE MOTION
 AA2076_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2076+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 AA2076
 AA2076  HISTORY     - Date     Condition        Report By
 AA2076  HISTORY     - 1993     MONUMENTED       ALHD
 AA2076  HISTORY     - 20040402 GOOD             ALHD
 AA2076  HISTORY     - 20040622 GOOD             LOCSUR
 AA2076
 AA2076                          STATION DESCRIPTION
 AA2076
 AA2076'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2076'THE STATION IS IN SHELBY COUNTY ON THE NORTH RIGHT OF WAY OF U.S. 280
 AA2076'ABOUT 6.70 MI (10.78 KM) WEST OF HARPERSVILLE AND ABOUT 8.90 MI (14.32
 AA2076'KM) NORTHWEST OF WILSONVILLE. TO REACH THE STATION FROM THE JUNCTION
 AA2076'OF AL 25, U.S. 231 NORTH, AND U.S. 280 (MILEPOST 146.96 ON AL 25,
 AA2076'MILEPOST 199.04 ON U.S. 231, AND MILEPOST 28.15 ON U.S. 280) IN
 AA2076'HARPERSVILLE, DRIVE WEST ON U.S. 280 FOR 6.85 MI (11.02 KM) TO
 AA2076'MILEPOST 21.30 AND THE STATION ON THE RIGHT. THE STATION IS 16.7 FT
 AA2076'(5.1 M) WEST OF THE CENTER OF A PAVED DRIVE, 46.7 FT (14.2 M)
 AA2076'NORTHEAST OF A METAL MAILBOX ON A FOUR BY FOUR WOOD POST, 47.3 FT
 AA2076'(14.4 M) NORTHEAST OF A BLACK METAL MAILBOX ON A FOUR BY FOUR WOOD
 AA2076'POST, 60.6 FT (18.5 M) NORTH OF THE CENTERLINE OF THE WEST BOUND LANES
 AA2076'OF U.S. 280, 110.0 FT (33.5 M) WEST-SOUTHWEST OF A POWER POLE WITH ONE
 AA2076'TRANSFORMER, 2.3 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST AND SET
 AA2076'FLUSH WITH THE GROUND. STATION 59-29 1993 MAY BE USED AS AN AZIMUTH
 AA2076'FOR THIS STATION.
 AA2076
 AA2076                          STATION RECOVERY (2004)
 AA2076
 AA2076'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA2076'RECOVERED IN GOOD CONDITION.
 AA2076
 AA2076                          STATION RECOVERY (2004)
 AA2076
 AA2076'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (GMB)
 AA2076'RECOVERED AT MILEPOST 19.2 ALONG US 280 RATHER THAN MP 21.30, 138 FT
 AA2076'ON AZ 227 FROM SE  CORNER OF BLDG WITH TIN ROOF, 126 FT ON AZ 200 FROM
 AA2076'SW COR OFSAME, 114 FT ON AZ 105 FROM  POLE WITH TRANSFORMER AND
 AA2076'SECURITY LIGHTS, 108 FT ON AZ 250 FROM POLE WITH SECURITY  LIGHT AND
 AA2076'WIRE RUNNING NORTH TO BILLBOARD, 33 FT SOUTH OF OVERHEAD POWER LINE,
 AA2076'OTHERWISE AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2077 ***********************************************************************
 AA2077  DESIGNATION -  59 31
 AA2077  PID         -  AA2077
 AA2077  STATE/COUNTY-  AL/SHELBY
 AA2077  USGS QUAD   -  CHELSEA (1978)
 AA2077
 AA2077                         *CURRENT SURVEY CONTROL
 AA2077  ___________________________________________________________________
 AA2077* NAD 83(1992)-  33 19 39.93046(N)    086 41 48.61828(W)     ADJUSTED  
 AA2077* NAVD 88     -       194.0    (meters)     636.     (feet)  VERTCON   
 AA2077  ___________________________________________________________________
 AA2077  X           -     307,382.273 (meters)                     COMP
 AA2077  Y           -  -5,325,864.469 (meters)                     COMP
 AA2077  Z           -   3,484,478.809 (meters)                     COMP
 AA2077  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 AA2077  ELLIP HEIGHT-         164.88  (meters)          (07/29/02) GPS OBS
 AA2077  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA2077
 AA2077  HORZ ORDER  -  FIRST
 AA2077  ELLP ORDER  -  FOURTH    CLASS I
 AA2077
 AA2077.The horizontal coordinates were established by GPS observations
 AA2077.and adjusted by the National Geodetic Survey in September 1994..
 AA2077
 AA2077.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2077.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2077
 AA2077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2077
 AA2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2077
 AA2077.The ellipsoidal height was determined by GPS observations
 AA2077.and is referenced to NAD 83.
 AA2077
 AA2077.The geoid height was determined by GEOID03.
 AA2077
 AA2077;                    North         East     Units Scale Factor Converg.
 AA2077;SPC AL W     -   369,248.840   674,775.279   MT  1.00000224   +0 26 28.7
 AA2077;UTM  16      - 3,687,664.247   528,214.971   MT  0.99960981   +0 09 59.6
 AA2077
 AA2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2077!SPC AL W     -   0.99997412  x   1.00000224  =   0.99997636
 AA2077!UTM  16      -   0.99997412  x   0.99960981  =   0.99958394
 AA2077
 AA2077                          SUPERSEDED SURVEY CONTROL
 AA2077
 AA2077  ELLIP H (09/29/94)  164.94   (m)                       GP(       ) 3 2
 AA2077  NGVD 29 (09/29/94)  193.9    (m)          636.     (f) GPS OBS        
 AA2077
 AA2077.Superseded values are not recommended for survey control.
 AA2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2077.See file dsdata.txt to determine how the superseded data were derived.
 AA2077
 AA2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2821587664(NAD 83)
 AA2077_MARKER: DD = SURVEY DISK
 AA2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2077_SP_SET: CONCRETE POST
 AA2077_STAMPING: 59-31 1993
 AA2077_MARK LOGO: ALHD  
 AA2077_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2077+STABILITY: SURFACE MOTION
 AA2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2077+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2077
 AA2077  HISTORY     - Date     Condition        Report By
 AA2077  HISTORY     - 1993     MONUMENTED       ALHD
 AA2077
 AA2077                          STATION DESCRIPTION
 AA2077
 AA2077'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2077'THE STATION IS IN SHELBY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2077'SHELBY COUNTY ROAD 11 ABOUT 7.10 MI (11.43 KM) NORTHEAST OF PELHAM AND
 AA2077'ABOUT 14.90 MI (23.98 KM) WEST OF HARPERSVILLE. TO REACH THE STATION
 AA2077'FROM THE JUNCTION OF U.S. 31 AND AL 119 SOUTH (MILEPOST 254.65 ON U.S.
 AA2077'31 AND MILEPOST 11.74 ON AL 119) IN ALABASTER, DRIVE SOUTH ON U.S. 31
 AA2077'FOR 0.10 MI (0.16 KM) TO MILEPOST 254.55 AND SHELBY COUNTY ROAD 11
 AA2077'LEFT. TURN LEFT ON SHELBY COUNTY ROAD 11 AND DRIVE NORTHEAST FOR 9.00
 AA2077'MI (14.48 KM) TO A RAILROAD CROSSING. CONTINUE NORTHEAST ON SHELBY
 AA2077'COUNTY ROAD 11 FOR 0.60 MI (0.97 KM) TO THE STATION ON THE RIGHT. THE
 AA2077'STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FOUR STRAND BARBED WIRE
 AA2077'FENCE, 33.8 FT (10.3 M) EAST-NORTHEAST OF THE NORTHWEST FENCE CORNER
 AA2077'OF THE FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 39.0 FT
 AA2077'(11.9 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF SHELBY COUNTY ROAD 11,
 AA2077'66.7 FT (20.3 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A
 AA2077'WOOD FRAME HOUSE AND MOBILE HOME, 163.5 FT (49.8 M) WEST-SOUTHWEST OF
 AA2077'A SIGNATURE TOPS SIGN, 188.3 FT (57.4 M) WEST-SOUTHWEST OF THE CENTER
 AA2077'OF A GRAVEL ROAD (SMITH RD), 2.7 FT (0.8 M) NORTH OF A CARSONITE
 AA2077'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION 59-32 1993 MAY BE
 AA2077'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2078 ***********************************************************************
 AA2078  DESIGNATION -  59 32
 AA2078  PID         -  AA2078
 AA2078  STATE/COUNTY-  AL/SHELBY
 AA2078  USGS QUAD   -  CHELSEA (1978)
 AA2078
 AA2078                         *CURRENT SURVEY CONTROL
 AA2078  ___________________________________________________________________
 AA2078* NAD 83(1992)-  33 19 51.44838(N)    086 41 26.46750(W)     ADJUSTED  
 AA2078* NAVD 88     -       189.7    (meters)     622.     (feet)  VERTCON   
 AA2078  ___________________________________________________________________
 AA2078  X           -     307,942.755 (meters)                     COMP
 AA2078  Y           -  -5,325,633.223 (meters)                     COMP
 AA2078  Z           -   3,484,772.962 (meters)                     COMP
 AA2078  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AA2078  ELLIP HEIGHT-         160.62  (meters)          (07/29/02) GPS OBS
 AA2078  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA2078
 AA2078  HORZ ORDER  -  FIRST
 AA2078  ELLP ORDER  -  FOURTH    CLASS I
 AA2078
 AA2078.The horizontal coordinates were established by GPS observations
 AA2078.and adjusted by the National Geodetic Survey in September 1994..
 AA2078
 AA2078.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2078
 AA2078.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2078
 AA2078.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2078
 AA2078.The ellipsoidal height was determined by GPS observations
 AA2078.and is referenced to NAD 83.
 AA2078
 AA2078.The geoid height was determined by GEOID03.
 AA2078
 AA2078;                    North         East     Units Scale Factor Converg.
 AA2078;SPC AL W     -   369,608.109   675,345.391   MT  1.00000330   +0 26 41.0
 AA2078;UTM  16      - 3,688,020.638   528,786.575   MT  0.99961022   +0 10 11.9
 AA2078
 AA2078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2078!SPC AL W     -   0.99997478  x   1.00000330  =   0.99997808
 AA2078!UTM  16      -   0.99997478  x   0.99961022  =   0.99958501
 AA2078
 AA2078                          SUPERSEDED SURVEY CONTROL
 AA2078
 AA2078  ELLIP H (09/29/94)  160.68   (m)                       GP(       ) 3 2
 AA2078  NGVD 29 (09/29/94)  189.7    (m)          622.     (f) GPS OBS        
 AA2078
 AA2078.Superseded values are not recommended for survey control.
 AA2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2078.See file dsdata.txt to determine how the superseded data were derived.
 AA2078
 AA2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2878788021(NAD 83)
 AA2078_MARKER: DD = SURVEY DISK
 AA2078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2078_SP_SET: CONCRETE POST
 AA2078_STAMPING: 59-32 1993
 AA2078_MARK LOGO: ALHD  
 AA2078_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2078_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2078+STABILITY: SURFACE MOTION
 AA2078_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2078+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2078
 AA2078  HISTORY     - Date     Condition        Report By
 AA2078  HISTORY     - 1993     MONUMENTED       ALHD
 AA2078
 AA2078                          STATION DESCRIPTION
 AA2078
 AA2078'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2078'THE STATION IS IN SHELBY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2078'SHELBY COUNTY ROAD 11 ABOUT 7.50 MI (12.07 KM) NORTHEAST OF PELHAM AND
 AA2078'ABOUT 14.50 MI (23.33 KM) WEST OF HARPERSVILLE. TO REACH THE STATION
 AA2078'FROM THE JUNCTION OF U.S. 31 AND AL 119 SOUTH (MILEPOST 254.65 ON U.S.
 AA2078'31 AND MILEPOST 11.74 ON AL 119) IN ALABASTER, DRIVE SOUTH ON U.S. 31
 AA2078'FOR 0.10 MI (0.16 KM) TO MILEPOST 254.55 AND SHELBY COUNTY ROAD 11
 AA2078'LEFT. TURN LEFT ON SHELBY COUNTY ROAD 11 AND DRIVE NORTHEAST FOR 9.00
 AA2078'MI (14.48 KM) TO A RAILROAD CROSSING. CONTINUE NORTHEAST ON SHELBY
 AA2078'COUNTY ROAD 11 FOR 1.00 MI (1.61 KM) TO THE STATION ON THE RIGHT. THE
 AA2078'STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FOUR STRAND BARBED WIRE
 AA2078'FENCE ON OLD TREATED WOOD POSTS, 4.4 FT (1.3 M) WEST-NORTHWEST OF A
 AA2078'POSTED SIGN, 37.8 FT (11.5 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 AA2078'SHELBY COUNTY ROAD 11, 71.0 FT (21.6 M) SOUTHEAST OF A TELEPHONE CABLE
 AA2078'PEDESTAL ACROSS THE ROAD, 82.4 FT (25.1 M) SOUTHEAST OF A POSTED SIGN
 AA2078'ACROSS THE ROAD, 4.2 FT (1.3 M) NORTHWEST OF A CARSONITE WITNESS POST
 AA2078'AND SET FLUSH WITH THE GROUND. STATION 59-31 1993 MAY BE USED AS AN
 AA2078'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2079 ***********************************************************************
 AA2079  DESIGNATION -  59 33
 AA2079  PID         -  AA2079
 AA2079  STATE/COUNTY-  AL/SHELBY
 AA2079  USGS QUAD   -  VINCENT (1972)
 AA2079
 AA2079                         *CURRENT SURVEY CONTROL
 AA2079  ___________________________________________________________________
 AA2079* NAD 83(1992)-  33 29 04.97703(N)    086 28 40.12029(W)     ADJUSTED  
 AA2079* NAVD 88     -       163.6    (meters)     537.     (feet)  VERTCON   
 AA2079  ___________________________________________________________________
 AA2079  X           -     327,149.004 (meters)                     COMP
 AA2079  Y           -  -5,315,058.497 (meters)                     COMP
 AA2079  Z           -   3,498,994.747 (meters)                     COMP
 AA2079  LAPLACE CORR-           0.46  (seconds)                    DEFLEC99
 AA2079  ELLIP HEIGHT-         134.49  (meters)          (07/29/02) GPS OBS
 AA2079  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AA2079
 AA2079  HORZ ORDER  -  FIRST
 AA2079  ELLP ORDER  -  FOURTH    CLASS I
 AA2079
 AA2079.The horizontal coordinates were established by GPS observations
 AA2079.and adjusted by the National Geodetic Survey in September 1994..
 AA2079
 AA2079.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2079.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2079
 AA2079.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2079
 AA2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2079
 AA2079.The ellipsoidal height was determined by GPS observations
 AA2079.and is referenced to NAD 83.
 AA2079
 AA2079.The geoid height was determined by GEOID03.
 AA2079
 AA2079;                    North         East     Units Scale Factor Converg.
 AA2079;SPC AL W     -   386,835.680   694,996.728   MT  1.00004455   +0 33 50.4
 AA2079;UTM  16      - 3,705,146.652   548,512.490   MT  0.99962901   +0 17 17.2
 AA2079
 AA2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2079!SPC AL W     -   0.99997889  x   1.00004455  =   1.00002344
 AA2079!UTM  16      -   0.99997889  x   0.99962901  =   0.99960790
 AA2079
 AA2079:                Primary Azimuth Mark                     Grid Az
 AA2079:SPC AL W     -  59 34                                    059 06 18.0
 AA2079:UTM  16      -  59 34                                    059 22 51.2
 AA2079
 AA2079|---------------------------------------------------------------------|
 AA2079| PID    Reference Object                     Distance      Geod. Az  |
 AA2079|                                                           dddmmss.s |
 AA2079| AA2080 59 34                               APPROX. 0.5 KM 0594008.4 |
 AA2079|---------------------------------------------------------------------|
 AA2079
 AA2079                          SUPERSEDED SURVEY CONTROL
 AA2079
 AA2079  ELLIP H (09/29/94)  134.56   (m)                       GP(       ) 3 2
 AA2079  NGVD 29 (09/29/94)  163.6    (m)          537.     (f) GPS OBS        
 AA2079
 AA2079.Superseded values are not recommended for survey control.
 AA2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2079.See file dsdata.txt to determine how the superseded data were derived.
 AA2079
 AA2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4851205147(NAD 83)
 AA2079_MARKER: DD = SURVEY DISK
 AA2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2079_SP_SET: CONCRETE POST
 AA2079_STAMPING: 59-33 1993
 AA2079_MARK LOGO: ALHD  
 AA2079_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2079+STABILITY: SURFACE MOTION
 AA2079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2079+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2079
 AA2079  HISTORY     - Date     Condition        Report By
 AA2079  HISTORY     - 1993     MONUMENTED       ALHD
 AA2079
 AA2079                          STATION DESCRIPTION
 AA2079
 AA2079'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2079'THE STATION IS IN SHELBY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2079'SHELBY COUNTY ROAD 43 ABOUT 7.80 MI (12.55 KM) NORTHWEST OF VINCENT
 AA2079'AND ABOUT 9.90 MI (15.93 KM) NORTH OF HARPERSVILLE. TO REACH THE
 AA2079'STATION FROM THE JUNCTION OF U.S. 280, AL 25, AND U.S. 231 NORTH
 AA2079'(MILEPOST 28.15 ON U.S. 280, MILEPOST 146.96 ON AL 25, AND MILEPOST
 AA2079'199.04 ON U.S. 231) IN HARPERSVILLE, DRIVE NORTH-NORTHEAST ON AL 25
 AA2079'AND U.S. 231 FOR 3.70 MI (5.95 KM) TO MILEPOST 150.64 AND AL 25 LEFT
 AA2079'IN VINCENT. TURN LEFT ON AL 25 AND DRIVE NORTHWEST FOR 9.50 MI (15.29
 AA2079'KM) TO MILEPOST 160.15 AND SHELBY COUNTY ROAD 43 LEFT AND RIGHT. TURN
 AA2079'RIGHT ON SHELBY COUNTY ROAD 43 AND DRIVE NORTHEAST FOR 2.35 MI (3.78
 AA2079'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA2079'NORTH-NORTHWEST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON
 AA2079'TREATED WOOD POSTS, 38.1 FT (11.6 M) SOUTH-SOUTHEAST OF THE CENTERLINE
 AA2079'OF SHELBY COUNTY ROAD 43, 114.2 FT (34.8 M) NORTHEAST OF A JUNCTION
 AA2079'POWER AND CABLE POLE WITH TWO GUY WIRES AND ONE TRANSFORMER, 116.8 FT
 AA2079'(35.6 M) NORTHEAST OF A TELEPHONE CABLE PEDESTAL, 151.3 FT (46.1 M)
 AA2079'NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY LEADING TO A MOBILE HOME,
 AA2079'3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH
 AA2079'WITH THE GROUND. STATION 59-34 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2079'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2080 ***********************************************************************
 AA2080  DESIGNATION -  59 34
 AA2080  PID         -  AA2080
 AA2080  STATE/COUNTY-  AL/SHELBY
 AA2080  USGS QUAD   -  VINCENT (1972)
 AA2080
 AA2080                         *CURRENT SURVEY CONTROL
 AA2080  ___________________________________________________________________
 AA2080* NAD 83(1992)-  33 29 13.70166(N)    086 28 22.32325(W)     ADJUSTED  
 AA2080* NAVD 88     -       165.3    (meters)     542.     (feet)  VERTCON   
 AA2080  ___________________________________________________________________
 AA2080  X           -     327,598.558 (meters)                     COMP
 AA2080  Y           -  -5,314,883.571 (meters)                     COMP
 AA2080  Z           -   3,499,219.830 (meters)                     COMP
 AA2080  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 AA2080  ELLIP HEIGHT-         136.11  (meters)          (07/29/02) GPS OBS
 AA2080  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 AA2080
 AA2080  HORZ ORDER  -  FIRST
 AA2080  ELLP ORDER  -  FOURTH    CLASS I
 AA2080
 AA2080.The horizontal coordinates were established by GPS observations
 AA2080.and adjusted by the National Geodetic Survey in September 1994..
 AA2080
 AA2080.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2080.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2080
 AA2080.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2080
 AA2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2080
 AA2080.The ellipsoidal height was determined by GPS observations
 AA2080.and is referenced to NAD 83.
 AA2080
 AA2080.The geoid height was determined by GEOID03.
 AA2080
 AA2080;                    North         East     Units Scale Factor Converg.
 AA2080;SPC AL W     -   387,109.011   695,453.522   MT  1.00004563   +0 34 00.3
 AA2080;UTM  16      - 3,705,417.668   548,970.405   MT  0.99962956   +0 17 27.1
 AA2080
 AA2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2080!SPC AL W     -   0.99997863  x   1.00004563  =   1.00002426
 AA2080!UTM  16      -   0.99997863  x   0.99962956  =   0.99960820
 AA2080
 AA2080:                Primary Azimuth Mark                     Grid Az
 AA2080:SPC AL W     -  59 33                                    239 06 17.9
 AA2080:UTM  16      -  59 33                                    239 22 51.1
 AA2080
 AA2080|---------------------------------------------------------------------|
 AA2080| PID    Reference Object                     Distance      Geod. Az  |
 AA2080|                                                           dddmmss.s |
 AA2080| AA2079 59 33                               APPROX. 0.5 KM 2394018.2 |
 AA2080|---------------------------------------------------------------------|
 AA2080
 AA2080                          SUPERSEDED SURVEY CONTROL
 AA2080
 AA2080  ELLIP H (09/29/94)  136.17   (m)                       GP(       ) 3 2
 AA2080  NGVD 29 (09/29/94)  165.2    (m)          542.     (f) GPS OBS        
 AA2080
 AA2080.Superseded values are not recommended for survey control.
 AA2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2080.See file dsdata.txt to determine how the superseded data were derived.
 AA2080
 AA2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4897005418(NAD 83)
 AA2080_MARKER: DD = SURVEY DISK
 AA2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2080_SP_SET: CONCRETE POST
 AA2080_STAMPING: 59-34 1993
 AA2080_MARK LOGO: ALHD  
 AA2080_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2080+STABILITY: SURFACE MOTION
 AA2080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2080+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2080
 AA2080  HISTORY     - Date     Condition        Report By
 AA2080  HISTORY     - 1993     MONUMENTED       ALHD
 AA2080
 AA2080                          STATION DESCRIPTION
 AA2080
 AA2080'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2080'THE STATION IS IN SHELBY COUNTY ON THE NORTHWEST RIGHT OF WAY OF
 AA2080'SHELBY COUNTY ROAD 43 ABOUT 7.90 MI (12.71 KM) NORTHWEST OF VINCENT
 AA2080'AND ABOUT 10.05 MI (16.17 KM) NORTH OF HARPERSVILLE. TO REACH THE
 AA2080'STATION FROM THE JUNCTION OF AL 25, U.S. 280, AND U.S. 231 NORTH
 AA2080'(MILEPOST 146.96 ON AL 25, MILEPOST 28.15 ON U.S. 280, AND MILEPOST
 AA2080'199.04 ON U.S. 231) IN HARPERSVILLE, DRIVE NORTH-NORTHEAST ON AL 25
 AA2080'AND U.S. 231 FOR 3.70 MI (5.95 KM) TO MILEPOST 150.64 AND AL 25 LEFT
 AA2080'IN VINCENT. TURN LEFT ON AL 25 AND DRIVE NORTHWEST FOR 9.50 MI (15.29
 AA2080'KM) TO MILEPOST 160.15 AND SHELBY COUNTY ROAD 43 LEFT AND RIGHT. TURN
 AA2080'RIGHT ON SHELBY COUNTY ROAD 43 AND DRIVE NORTHEAST FOR 2.70 MI (4.35
 AA2080'KM) TO THE STATION ON THE LEFT. THE STATION IS 7.0 FT (2.1 M)
 AA2080'SOUTH-SOUTHEAST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON
 AA2080'TREATED WOOD POSTS, 34.1 FT (10.4 M) NORTH-NORTHWEST OF THE CENTERLINE
 AA2080'OF SHELBY COUNTY ROAD 43, 151.0 FT (46.0 M) EAST-NORTHEAST OF A
 AA2080'JUNCTION POWER AND CABLE POLE WITH ONE GUY WIRE, 7.3 FT (2.2 M)
 AA2080'SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2080'STATION 59-33 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8183 ***********************************************************************
 AA8183  DESIGNATION -  59 35
 AA8183  PID         -  AA8183
 AA8183  STATE/COUNTY-  AL/SHELBY
 AA8183  USGS QUAD   -  CAHABA HEIGHTS (1988)
 AA8183
 AA8183                         *CURRENT SURVEY CONTROL
 AA8183  ___________________________________________________________________
 AA8183* NAD 83(1992)-  33 25 08.89199(N)    086 40 38.95535(W)     ADJUSTED  
 AA8183* NAVD 88     -       195.2    (meters)     640.     (feet)  VERTCON   
 AA8183  ___________________________________________________________________
 AA8183  X           -     308,857.920 (meters)                     COMP
 AA8183  Y           -  -5,320,195.381 (meters)                     COMP
 AA8183  Z           -   3,492,943.289 (meters)                     COMP
 AA8183  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AA8183  ELLIP HEIGHT-         165.99  (meters)          (07/29/02) GPS OBS
 AA8183  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA8183
 AA8183  HORZ ORDER  -  FIRST
 AA8183  ELLP ORDER  -  FOURTH    CLASS I
 AA8183
 AA8183.The horizontal coordinates were established by GPS observations
 AA8183.and adjusted by the National Geodetic Survey in September 1995..
 AA8183
 AA8183.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8183.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8183
 AA8183.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8183
 AA8183.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8183
 AA8183.The ellipsoidal height was determined by GPS observations
 AA8183.and is referenced to NAD 83.
 AA8183
 AA8183.The geoid height was determined by GEOID03.
 AA8183
 AA8183;                    North         East     Units Scale Factor Converg.
 AA8183;SPC AL W     -   379,397.483   676,496.874   MT  1.00000545   +0 27 10.9
 AA8183;UTM  16      - 3,697,800.519   529,984.571   MT  0.99961108   +0 10 39.5
 AA8183
 AA8183!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8183!SPC AL W     -   0.99997394  x   1.00000545  =   0.99997939
 AA8183!UTM  16      -   0.99997394  x   0.99961108  =   0.99958503
 AA8183
 AA8183:                Primary Azimuth Mark                     Grid Az
 AA8183:SPC AL W     -  59 36                                    257 39 13.1
 AA8183:UTM  16      -  59 36                                    257 55 44.5
 AA8183
 AA8183|---------------------------------------------------------------------|
 AA8183| PID    Reference Object                     Distance      Geod. Az  |
 AA8183|                                                           dddmmss.s |
 AA8183| AA8184 59 36                               486.352 METERS 2580624.0 |
 AA8183|---------------------------------------------------------------------|
 AA8183
 AA8183                          SUPERSEDED SURVEY CONTROL
 AA8183
 AA8183  ELLIP H (09/29/95)  166.06   (m)                       GP(       ) 3 2
 AA8183  NGVD 29 (09/29/95)  195.1    (m)          640.     (f) GPS OBS        
 AA8183
 AA8183.Superseded values are not recommended for survey control.
 AA8183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8183.See file dsdata.txt to determine how the superseded data were derived.
 AA8183
 AA8183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2998597801(NAD 83)
 AA8183_MARKER: DD = SURVEY DISK
 AA8183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8183_STAMPING: 59-35 1994
 AA8183_MARK LOGO: ALHD  
 AA8183_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8183+STABILITY: SURFACE MOTION
 AA8183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8183+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8183
 AA8183  HISTORY     - Date     Condition        Report By
 AA8183  HISTORY     - 1994     MONUMENTED       ALHD
 AA8183
 AA8183                          STATION DESCRIPTION
 AA8183
 AA8183'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA8183'THE STATION IS LOCATED IN SHELBY COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8183'U.S. 280 ABOUT 14.40 MI (23.17 KM) NORTH-NORTHEAST OF ALABASTER AND
 AA8183'ABOUT 17.10 MI (27.52 KM) NORTH-NORTHWEST OF COLUMBIANA. TO REACH THE
 AA8183'STATION FROM THE JUNCTION OF U.S. 280 AND AL 119 (MILEPOST 10.55 ON
 AA8183'U.S. 280 AND MILEPOST 28.12 ON AL 119) DRIVE WEST ON U.S. 280 FOR 0.30
 AA8183'MI (0.48 KM) TO MILEPOST 10.25 AND THE STATION ON THE RIGHT. THE
 AA8183'STATION IS LOCATED IN A GRASSED TRAFFIC ISLAND IN FRONT OF LLOYDS
 AA8183'RESTAURANT, 15.2 FT (4.6 M) NORTH-NORTHWEST OF THE NORTH CURB OF U.S.
 AA8183'280, 25.2 FT (7.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE
 AA8183'DROP INLET BOX, 38.0 FT (11.6 M) SOUTH-SOUTHEAST OF THE SOUTH CURB OF
 AA8183'THE PARKING LOT, 39.4 FT (12.0 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 AA8183'THE WEST BOUND LANES OF U.S. 280, 73.0 FT (22.3 M) EAST-SOUTHEAST OF A
 AA8183'FIRE HYDRANT AND 85.5 FT (26.1 M) EAST-NORTHEAST OF THE EAST CURB OF A
 AA8183'DRIVEWAY INTO LLOYDS RESTAURANT. STATION 59-36 1994 MAY BE USED AS AN
 AA8183'AZIMUTH FOR THIS STATION. DO NOT SET A WITNESS POST AT THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8184 ***********************************************************************
 AA8184  DESIGNATION -  59 36
 AA8184  PID         -  AA8184
 AA8184  STATE/COUNTY-  AL/SHELBY
 AA8184  USGS QUAD   -  CAHABA HEIGHTS (1988)
 AA8184
 AA8184                         *CURRENT SURVEY CONTROL
 AA8184  ___________________________________________________________________
 AA8184* NAD 83(1992)-  33 25 05.63825(N)    086 40 57.37577(W)     ADJUSTED  
 AA8184* NAVD 88     -       205.5    (meters)     674.     (feet)  VERTCON   
 AA8184  ___________________________________________________________________
 AA8184  X           -     308,386.494 (meters)                     COMP
 AA8184  Y           -  -5,320,286.660 (meters)                     COMP
 AA8184  Z           -   3,492,865.300 (meters)                     COMP
 AA8184  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 AA8184  ELLIP HEIGHT-         176.31  (meters)          (07/29/02) GPS OBS
 AA8184  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA8184
 AA8184  HORZ ORDER  -  FIRST
 AA8184  ELLP ORDER  -  FOURTH    CLASS I
 AA8184
 AA8184.The horizontal coordinates were established by GPS observations
 AA8184.and adjusted by the National Geodetic Survey in September 1995..
 AA8184
 AA8184.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8184.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8184
 AA8184.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8184
 AA8184.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8184
 AA8184.The ellipsoidal height was determined by GPS observations
 AA8184.and is referenced to NAD 83.
 AA8184
 AA8184.The geoid height was determined by GEOID03.
 AA8184
 AA8184;                    North         East     Units Scale Factor Converg.
 AA8184;SPC AL W     -   379,293.490   676,021.768   MT  1.00000456   +0 27 00.7
 AA8184;UTM  16      - 3,697,698.851   529,509.159   MT  0.99961074   +0 10 29.3
 AA8184
 AA8184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8184!SPC AL W     -   0.99997232  x   1.00000456  =   0.99997688
 AA8184!UTM  16      -   0.99997232  x   0.99961074  =   0.99958307
 AA8184
 AA8184:                Primary Azimuth Mark                     Grid Az
 AA8184:SPC AL W     -  59 35                                    077 39 13.2
 AA8184:UTM  16      -  59 35                                    077 55 44.6
 AA8184
 AA8184|---------------------------------------------------------------------|
 AA8184| PID    Reference Object                     Distance      Geod. Az  |
 AA8184|                                                           dddmmss.s |
 AA8184| AA8183 59 35                               486.352 METERS 0780613.9 |
 AA8184|---------------------------------------------------------------------|
 AA8184
 AA8184                          SUPERSEDED SURVEY CONTROL
 AA8184
 AA8184  ELLIP H (09/29/95)  176.39   (m)                       GP(       ) 3 2
 AA8184  NGVD 29 (09/29/95)  205.4    (m)          674.     (f) GPS OBS        
 AA8184
 AA8184.Superseded values are not recommended for survey control.
 AA8184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8184.See file dsdata.txt to determine how the superseded data were derived.
 AA8184
 AA8184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2950997699(NAD 83)
 AA8184_MARKER: DD = SURVEY DISK
 AA8184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8184_STAMPING: 59-36 1994
 AA8184_MARK LOGO: ALHD  
 AA8184_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8184+STABILITY: SURFACE MOTION
 AA8184_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8184+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8184
 AA8184  HISTORY     - Date     Condition        Report By
 AA8184  HISTORY     - 1994     MONUMENTED       ALHD
 AA8184
 AA8184                          STATION DESCRIPTION
 AA8184
 AA8184'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA8184'THE STATION IS LOCATED IN SHELBY COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8184'U.S. 280 ABOUT 14.10 MI (22.69 KM) NORTH-NORTHEAST OF ALABASTER AND
 AA8184'ABOUT 17.10 MI (27.52 KM) NORTH-NORTHWEST OF COLUMBIANA. TO REACH THE
 AA8184'STATION FROM THE JUNCTION OF U.S. 280 AND AL 119 (MILEPOST 10.55 ON
 AA8184'U.S. 280 AND MILEPOST 28.12 ON AL 119) DRIVE WEST ON U.S. 280 FOR 0.60
 AA8184'MI (0.97 KM) TO MILEPOST 9.95 AND THE STATION ON THE LEFT. THE STATION
 AA8184'IS 13.6 FT (4.1 M) SOUTH-SOUTHEAST OF THE SOUTH CURB OF U.S. 280, 35.5
 AA8184'FT (10.8 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES
 AA8184'OF U.S. 280, 83.0 FT (25.3 M) NORTHEAST OF A TELEPHONE MANHOLE AND
 AA8184'88.0 FT (26.8 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO S 1/3 N.
 AA8184'STATION 59-35 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2798 ***********************************************************************
 DH2798  DESIGNATION -  59 4
 DH2798  PID         -  DH2798
 DH2798  STATE/COUNTY-  AL/SHELBY
 DH2798  USGS QUAD   -  CAHABA HEIGHTS (1988)
 DH2798
 DH2798                         *CURRENT SURVEY CONTROL
 DH2798  ___________________________________________________________________
 DH2798* NAD 83(1992)-  33 25 05.63904(N)    086 40 57.36346(W)     ADJUSTED  
 DH2798* NAVD 88     -       205.5    (meters)     674.     (feet)  VERTCON   
 DH2798  ___________________________________________________________________
 DH2798  X           -     308,386.810 (meters)                     COMP
 DH2798  Y           -  -5,320,286.620 (meters)                     COMP
 DH2798  Z           -   3,492,865.315 (meters)                     COMP
 DH2798  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 DH2798  ELLIP HEIGHT-         176.30  (meters)          (07/29/02) GPS OBS
 DH2798  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH2798
 DH2798  HORZ ORDER  -  FIRST
 DH2798  ELLP ORDER  -  FOURTH    CLASS I
 DH2798
 DH2798.The horizontal coordinates were established by GPS observations
 DH2798.and adjusted by the National Geodetic Survey in December 1992..
 DH2798
 DH2798.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2798.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2798
 DH2798.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2798
 DH2798.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2798
 DH2798.The ellipsoidal height was determined by GPS observations
 DH2798.and is referenced to NAD 83.
 DH2798
 DH2798.The geoid height was determined by GEOID03.
 DH2798
 DH2798;                    North         East     Units Scale Factor Converg.
 DH2798;SPC AL W     -   379,293.517   676,022.085   MT  1.00000456   +0 27 00.7
 DH2798;UTM  16      - 3,697,698.877   529,509.476   MT  0.99961074   +0 10 29.3
 DH2798
 DH2798!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2798!SPC AL W     -   0.99997232  x   1.00000456  =   0.99997688
 DH2798!UTM  16      -   0.99997232  x   0.99961074  =   0.99958307
 DH2798
 DH2798:                Primary Azimuth Mark                     Grid Az
 DH2798:SPC AL W     -  59 3                                     077 38 52.0
 DH2798:UTM  16      -  59 3                                     077 55 23.4
 DH2798
 DH2798|---------------------------------------------------------------------|
 DH2798| PID    Reference Object                     Distance      Geod. Az  |
 DH2798|                                                           dddmmss.s |
 DH2798| DH2797 59 3                                486.367 METERS 0780552.7 |
 DH2798|---------------------------------------------------------------------|
 DH2798
 DH2798                          SUPERSEDED SURVEY CONTROL
 DH2798
 DH2798  ELLIP H (12/04/92)  176.37   (m)                       GP(       ) 4 1
 DH2798  NAD 83(1986)-  33 25 05.64903(N)    086 40 57.36391(W) AD(       ) 1
 DH2798  NGVD 29 (12/04/92)  205.4    (m)          674.     (f) GPS OBS        
 DH2798
 DH2798.Superseded values are not recommended for survey control.
 DH2798.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2798.See file dsdata.txt to determine how the superseded data were derived.
 DH2798
 DH2798_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2950997699(NAD 83)
 DH2798_MARKER: DD = SURVEY DISK
 DH2798_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2798_SP_SET: CONCRETE POST
 DH2798_STAMPING: 59-4 1990
 DH2798_MARK LOGO: ALHD  
 DH2798_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2798_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2798+STABILITY: SURFACE MOTION
 DH2798_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2798+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2798
 DH2798  HISTORY     - Date     Condition        Report By
 DH2798  HISTORY     - 1990     MONUMENTED       ALHD
 DH2798
 DH2798                          STATION DESCRIPTION
 DH2798
 DH2798'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2798'THE STATION IS LOCATED IN SHELBY COUNTY ON THE SOUTH RIGHT OF WAY OF
 DH2798'U. S. 280, ABOUT 14.10 MI (22.69 KM) NORTH - NORTHEAST OF ALABASTER,
 DH2798'AND ABOUT 17.10 MI (27.52 KM) NORTH - NORTHWEST OF COLUMBIANA.
 DH2798'TO REACH THE STATION FROM THE JUNCTION OF U. S. 280 AND ALA 119,
 DH2798'MILE POST 10.55 ON U. S. 280, DRIVE WEST ON U. S. 280, 0.60 MI
 DH2798'(0.97 KM) TO MILE POST 9.95 AND THE STATION ON THE LEFT.
 DH2798'THE STATION ISSOUTH - SOUTHEAST OF THE SOUTH CURB OF U. S. 280, 35.5
 DH2798'FT (10.8 M) SOUTH - SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND
 DH2798'LANES OF U. S. 280, 83.0 FT (25.3 M) NORTHEAST OF A TELEPHONE
 DH2798'MANHOLE, 88.0 FT (26.8 M) NORTHEAST OF TELEPHONE CABLE PEDISTAL NO. S
 DH2798'1/3 N, AND SET FLUSH WITH THE GROUND.
 DH2798'STATION 59 - 3 1990 MAY BE USED A SAN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2799 ***********************************************************************
 DH2799  DESIGNATION -  59 5
 DH2799  PID         -  DH2799
 DH2799  STATE/COUNTY-  AL/SHELBY
 DH2799  USGS QUAD   -  SHELBY (1980)
 DH2799
 DH2799                         *CURRENT SURVEY CONTROL
 DH2799  ___________________________________________________________________
 DH2799* NAD 83(1992)-  33 06 48.05419(N)    086 31 03.45208(W)     ADJUSTED  
 DH2799* NAVD 88     -       139.9    (meters)     459.     (feet)  VERTCON   
 DH2799  ___________________________________________________________________
 DH2799  X           -     324,827.883 (meters)                     COMP
 DH2799  Y           -  -5,337,836.129 (meters)                     COMP
 DH2799  Z           -   3,464,555.266 (meters)                     COMP
 DH2799  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 DH2799  ELLIP HEIGHT-         110.77  (meters)          (07/29/02) GPS OBS
 DH2799  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH2799
 DH2799  HORZ ORDER  -  FIRST
 DH2799  ELLP ORDER  -  FOURTH    CLASS I
 DH2799
 DH2799.The horizontal coordinates were established by GPS observations
 DH2799.and adjusted by the National Geodetic Survey in December 1992..
 DH2799
 DH2799.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2799.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2799
 DH2799.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2799
 DH2799.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2799
 DH2799.The ellipsoidal height was determined by GPS observations
 DH2799.and is referenced to NAD 83.
 DH2799
 DH2799.The geoid height was determined by GEOID03.
 DH2799
 DH2799;                    North         East     Units Scale Factor Converg.
 DH2799;SPC AL W     -   345,611.999   691,684.192   MT  1.00003694   +0 32 12.1
 DH2799;UTM  16      - 3,663,956.366   545,003.918   MT  0.99962497   +0 15 48.7
 DH2799
 DH2799!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2799!SPC AL W     -   0.99998261  x   1.00003694  =   1.00001955
 DH2799!UTM  16      -   0.99998261  x   0.99962497  =   0.99960759
 DH2799
 DH2799                          SUPERSEDED SURVEY CONTROL
 DH2799
 DH2799  ELLIP H (12/04/92)  110.83   (m)                       GP(       ) 4 1
 DH2799  NAD 83(1986)-  33 06 48.06189(N)    086 31 03.45389(W) AD(       ) 1
 DH2799  NGVD 29 (12/04/92)  139.8    (m)          459.     (f) GPS OBS        
 DH2799
 DH2799.Superseded values are not recommended for survey control.
 DH2799.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2799.See file dsdata.txt to determine how the superseded data were derived.
 DH2799
 DH2799_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4500463956(NAD 83)
 DH2799_MARKER: DD = SURVEY DISK
 DH2799_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2799_SP_SET: CONCRETE POST
 DH2799_STAMPING: 59-5 1990
 DH2799_MARK LOGO: ALHD  
 DH2799_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2799_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2799+STABILITY: SURFACE MOTION
 DH2799_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2799+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1991
 DH2799
 DH2799  HISTORY     - Date     Condition        Report By
 DH2799  HISTORY     - 1990     MONUMENTED       ALHD
 DH2799  HISTORY     - 19910620 GOOD             ALHD
 DH2799
 DH2799                          STATION DESCRIPTION
 DH2799
 DH2799'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2799'THE STATION IS LOCATED IN SHELBY COUNTY ON THE SOUTH RIGHT OF WAY OF
 DH2799'SHELBY COUNTY ROAD NO. 42, ABOUT 6.80 MI (10.94 KM) SOUTHEAST OF
 DH2799'COLUMBIANA, AND ABOUT 8.60 MI (13.84 KM) SOUTH - SOUTHWEST OF
 DH2799'WILSONVILLE.
 DH2799'TO REACH THE STATION FROM THE JUNCTION OF ALA 145 AND SHELBY COUNTY
 DH2799'ROAD NO. 42, DRIVE SOUTHEAST ON SHELBY COUNTY ROAD NO. 42, 1.60 MI
 DH2799'(2.57 KM) TO MARINE SUPPLY, WELDING AND MACHINE SHOP ON THE LEFT AND
 DH2799'THE STATION ON THE RIGHT.
 DH2799'THE STATION IS 12.1 FT (3.7 M) SOUTH OF MAIL BOX RT. 2 BOX 182, 26.5
 DH2799'FT (8.1 M) SOUTH OF THE CENTER,INE OF SHELBY COUNTY ROAD NO. 42,
 DH2799'110.3 FT (33.6 M) WEST - SOUTHWEST OF TELEPHONE CABLE PEDISTAL NO.48,
 DH2799'2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 DH2799'THE GROUND.
 DH2799'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 DH2799'MR. MICHAEL GRIFFITH
 DH2799'ROUTE 2, BOX 182
 DH2799'SHELBY, ALABAMA 35143
 DH2799'PHONE 205 - 669 - 5414 OR 205 - 669 - 7584.
 DH2799'TRIANGULATION STATION KELLEY 1971 MAY BE USED AS AN AZIMUTH FOR THIS
 DH2799'STATION.
 DH2799
 DH2799                          STATION RECOVERY (1991)
 DH2799
 DH2799'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2799'THE STATION IS LOCATED IN SHELBY COUNTY ON THE SOUTH RIGHT OF WAY OF
 DH2799'SHELBY COUNTY ROAD NO. 42, ABOUT 6.80 MI (10.94 KM) SOUTHEAST OF
 DH2799'COLUMBIANA, AND ABOUT 8.60 MI (13.84 KM) SOUTH-SOUTHWEST OF
 DH2799'WILSONVILLE.
 DH2799'TO REACH THE STATION FROM THE JUNCTION OF ALA 145 AND SHELBY COUNTY
 DH2799'ROAD NO. 42, DRIVE SOUTHEAST ON SHELBY COUNTY ROAD NO. 42 FOR 1.60 MI
 DH2799'(2.57 KM) TO MARINE SUPPLY, WELDING AND MACHINE SHOP ON THE LEFT AND
 DH2799'THE STATION ON THE RIGHT.
 DH2799'THE STATION IS 12.1 FT (3.7 M) SOUTH OF MAIL BOX RT. 2 BOX 182, 26.5
 DH2799'FT (8.1 M) SOUTH OF THE CENTERLINE OF SHELBY COUNTY ROAD NO. 42,
 DH2799'110.3 FT (33.6 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDISTAL NO.48,
 DH2799'2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 DH2799'THE GROUND.
 DH2799'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 DH2799'MR. MICHAEL GRIFFITH
 DH2799'ROUTE 2, BOX 182
 DH2799'SHELBY, ALABAMA 35143
 DH2799'PHONE 205-669-5414 OR 205-669-7584.
 DH2799'TRIANGULATION STATION KELLEY 1971 MAY BE USED AS AN AZIMUTH FOR THIS
 DH2799'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2788 ***********************************************************************
 DH2788  DESIGNATION -  59 6
 DH2788  PID         -  DH2788
 DH2788  STATE/COUNTY-  AL/SHELBY
 DH2788  USGS QUAD   -  VANDIVER (1978)
 DH2788
 DH2788                         *CURRENT SURVEY CONTROL
 DH2788  ___________________________________________________________________
 DH2788* NAD 83(1992)-  33 23 49.91084(N)    086 36 22.90830(W)     ADJUSTED  
 DH2788* NAVD 88     -       199.0    (meters)     653.     (feet)  VERTCON   
 DH2788  ___________________________________________________________________
 DH2788  X           -     315,541.411 (meters)                     COMP
 DH2788  Y           -  -5,321,148.524 (meters)                     COMP
 DH2788  Z           -   3,490,914.076 (meters)                     COMP
 DH2788  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DH2788  ELLIP HEIGHT-         169.80  (meters)          (07/29/02) GPS OBS
 DH2788  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH2788
 DH2788  HORZ ORDER  -  FIRST
 DH2788  ELLP ORDER  -  FOURTH    CLASS I
 DH2788
 DH2788.The horizontal coordinates were established by GPS observations
 DH2788.and adjusted by the National Geodetic Survey in December 1992..
 DH2788
 DH2788.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2788.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2788
 DH2788.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2788
 DH2788.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2788
 DH2788.The ellipsoidal height was determined by GPS observations
 DH2788.and is referenced to NAD 83.
 DH2788
 DH2788.The geoid height was determined by GEOID03.
 DH2788
 DH2788;                    North         East     Units Scale Factor Converg.
 DH2788;SPC AL W     -   377,018.779   683,132.803   MT  1.00001851   +0 29 30.9
 DH2788;UTM  16      - 3,695,390.915   536,606.356   MT  0.99961652   +0 13 00.0
 DH2788
 DH2788!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2788!SPC AL W     -   0.99997334  x   1.00001851  =   0.99999185
 DH2788!UTM  16      -   0.99997334  x   0.99961652  =   0.99958987
 DH2788
 DH2788                          SUPERSEDED SURVEY CONTROL
 DH2788
 DH2788  ELLIP H (12/04/92)  169.87   (m)                       GP(       ) 4 1
 DH2788  NAD 83(1986)-  33 23 49.92081(N)    086 36 22.90701(W) AD(       ) 1
 DH2788  NGVD 29 (12/04/92)  198.9    (m)          653.     (f) GPS OBS        
 DH2788
 DH2788.Superseded values are not recommended for survey control.
 DH2788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2788.See file dsdata.txt to determine how the superseded data were derived.
 DH2788
 DH2788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3660695391(NAD 83)
 DH2788_MARKER: DD = SURVEY DISK
 DH2788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2788_SP_SET: CONCRETE POST
 DH2788_STAMPING: 59 - 6 1990
 DH2788_MARK LOGO: ALHD  
 DH2788_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2788+STABILITY: SURFACE MOTION
 DH2788_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2788+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DH2788
 DH2788  HISTORY     - Date     Condition        Report By
 DH2788  HISTORY     - 1990     MONUMENTED       ALHD
 DH2788  HISTORY     - 19900415 GOOD             ALHD
 DH2788  HISTORY     - 20031204 GOOD             JCLS
 DH2788
 DH2788                          STATION DESCRIPTION
 DH2788
 DH2788'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2788'THE STATION IS LOCATED IN SHELBYCOUNTY ON THE SOUTHEAST RIGHT OF WAY
 DH2788'OF SHELBY COUNTY ROAD NO.43, ABOUT 10.4 MI (16.7 KM) NORTHWEST OF
 DH2788'HARPERSVILLE, AND ABOUT 15.00 MI (24.14 KM) NORTH OF COLUMBIANA.
 DH2788'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND SHELBY COUNTY
 DH2788'ROAD NO.43, MILE POST 15.75 ON U.S. 280, DRIVE NORTHEAST ON SHELBY
 DH2788'COUNTY ROAD NO.43, 3.95 MI (6.36 KM) TO THE STATION ON THE RIGHT.
 DH2788'THE STATION IS 10.0 FT (3.0 M) EAST-NORTHEAST OF JUNCTION POWER POLE
 DH2788'NO.1, 28.4 FT (8.7 M) SOUTHEAST OF THE CENTERLINE OF SHELBY COUNTY
 DH2788'ROAD NO.43, 29.0 FT (8.8 M) NORTHEAST OF THE CENTER OF A GRAVEL SIDE
 DH2788'ROAD, AND 56.7 FT (17.3 M) SOUTHWEST OF THE SOUTHWEST END OF A 12
 DH2788'INCH CONCRETE PIPE UNDER A DRIVEWAY.
 DH2788'TRIANGULATIOIN STATION LAUREL 1886 MAY BE USED AS AN AZIMUTH FOR THIS
 DH2788'STATION.
 DH2788'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT
 DH2788'MRS. LILIA HELTON
 DH2788'5080 BEAR CREEK ROAD
 DH2788'SHELBY COUNTY ROAD NO.43
 DH2788'STERRETT, ALABAMA 35147
 DH2788'PHONE 205-678-6569
 DH2788
 DH2788                          STATION RECOVERY (1990)
 DH2788
 DH2788'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2788'RECOVERED IN GOOD CONDITION.
 DH2788
 DH2788                          STATION RECOVERY (2003)
 DH2788
 DH2788'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DH2788'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2889 ***********************************************************************
 DH2889  DESIGNATION -  59 7
 DH2889  PID         -  DH2889
 DH2889  STATE/COUNTY-  AL/SHELBY
 DH2889  USGS QUAD   -  SHELBY (1980)
 DH2889
 DH2889                         *CURRENT SURVEY CONTROL
 DH2889  ___________________________________________________________________
 DH2889* NAD 83(1992)-  33 04 09.13027(N)    086 34 34.67241(W)     ADJUSTED  
 DH2889* NAVD 88     -       138.9    (meters)     456.     (feet)  GPS OBS   
 DH2889  ___________________________________________________________________
 DH2889  X           -     319,521.232 (meters)                     COMP
 DH2889  Y           -  -5,340,833.622 (meters)                     COMP
 DH2889  Z           -   3,460,452.846 (meters)                     COMP
 DH2889  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DH2889  ELLIP HEIGHT-         109.92  (meters)          (07/29/02) GPS OBS
 DH2889  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2889
 DH2889  HORZ ORDER  -  FIRST
 DH2889  ELLP ORDER  -  FOURTH    CLASS I
 DH2889
 DH2889.The horizontal coordinates were established by GPS observations
 DH2889.and adjusted by the National Geodetic Survey in September 1993..
 DH2889
 DH2889.The orthometric height was determined by GPS observations and a
 DH2889.high-resolution geoid model.
 DH2889
 DH2889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2889
 DH2889.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2889
 DH2889.The ellipsoidal height was determined by GPS observations
 DH2889.and is referenced to NAD 83.
 DH2889
 DH2889.The geoid height was determined by GEOID03.
 DH2889
 DH2889;                    North         East     Units Scale Factor Converg.
 DH2889;SPC AL W     -   340,666.293   686,251.253   MT  1.00002503   +0 30 14.6
 DH2889;UTM  16      - 3,659,038.616   539,549.705   MT  0.99961929   +0 13 52.3
 DH2889
 DH2889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2889!SPC AL W     -   0.99998274  x   1.00002503  =   1.00000777
 DH2889!UTM  16      -   0.99998274  x   0.99961929  =   0.99960204
 DH2889
 DH2889                          SUPERSEDED SURVEY CONTROL
 DH2889
 DH2889  ELLIP H (09/27/93)  109.95   (m)                       GP(       ) 4 1
 DH2889
 DH2889.Superseded values are not recommended for survey control.
 DH2889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2889.See file dsdata.txt to determine how the superseded data were derived.
 DH2889
 DH2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3955059039(NAD 83)
 DH2889_MARKER: DD = SURVEY DISK
 DH2889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2889_SP_SET: CONCRETE POST
 DH2889_STAMPING: 59-7 1992
 DH2889_MARK LOGO: ALHD  
 DH2889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2889+STABILITY: SURFACE MOTION
 DH2889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2889+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2889
 DH2889  HISTORY     - Date     Condition        Report By
 DH2889  HISTORY     - 1992     MONUMENTED       ALHD
 DH2889
 DH2889                          STATION DESCRIPTION
 DH2889
 DH2889'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2889'THE STATION IS LOCATED IN SHELBY COUNTY ON THE WEST RIGHT OF WAY OF
 DH2889'ALA 145, ABOUT 7.60 MI (12.23 KM)  SOUTH-SOUTHEAST OF COLUMBIANA AND
 DH2889'ABOUT 10.45 MI (16.82 KM)  EAST-SOUTHEAST OF CALERA.
 DH2889'TO REACH THE STATION FROM EXIT 212 ON I-65 (MILE POST 3.70 ON ALA 145)
 DH2889'IN CLANTON, DRIVE NORTH ACROSS THE SHELBY COUNTY LINE ON ALA 145 FOR
 DH2889'13.35 MI (21.48 KM)  TO MILE POST 17.05 AND THE STATION ON THE LEFT.
 DH2889'THE STATION IS 3.0 FT (0.9 M)  EAST-SOUTHEAST OF A FOUR STRAND BARBED
 DH2889'WIRE FENCE ON 2 X 2-INCH STEEL POSTS, 17.0 FT (5.2 M)
 DH2889'SOUTH-SOUTHWEST OF A 6-INCH STEEL I-BEAM CORNER POST, 32.0 FT
 DH2889'(9.8 M)  SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 40.5 FT
 DH2889'(12.3 M)  WEST OF THE SOUTH END OF A 15-INCH CONCRETE PIPE UNDER THE
 DH2889'GRAVEL DRIVEWAY, 71.1 FT (21.7 M)  WEST-NORTHWEST OF THE CENTERLINE
 DH2889'OF ALA 145, 94.3 FT (28.7 M)  NORTH-NORTHEAST OF A POWER POLE, 2.6 FT
 DH2889'(0.8 M)  EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DH2889'WITH THE GROUND.
 DH2889'STATION 59-8 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2890 ***********************************************************************
 DH2890  DESIGNATION -  59 8
 DH2890  PID         -  DH2890
 DH2890  STATE/COUNTY-  AL/SHELBY
 DH2890  USGS QUAD   -  SHELBY (1980)
 DH2890
 DH2890                         *CURRENT SURVEY CONTROL
 DH2890  ___________________________________________________________________
 DH2890* NAD 83(1992)-  33 04 32.48519(N)    086 34 15.72750(W)     ADJUSTED  
 DH2890* NAVD 88     -       137.3    (meters)     450.     (feet)  GPS OBS   
 DH2890  ___________________________________________________________________
 DH2890  X           -     319,988.206 (meters)                     COMP
 DH2890  Y           -  -5,340,410.938 (meters)                     COMP
 DH2890  Z           -   3,461,054.882 (meters)                     COMP
 DH2890  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DH2890  ELLIP HEIGHT-         108.27  (meters)          (07/29/02) GPS OBS
 DH2890  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2890
 DH2890  HORZ ORDER  -  FIRST
 DH2890  ELLP ORDER  -  FOURTH    CLASS I
 DH2890
 DH2890.The horizontal coordinates were established by GPS observations
 DH2890.and adjusted by the National Geodetic Survey in September 1993..
 DH2890
 DH2890.The orthometric height was determined by GPS observations and a
 DH2890.high-resolution geoid model.
 DH2890
 DH2890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2890
 DH2890.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2890
 DH2890.The ellipsoidal height was determined by GPS observations
 DH2890.and is referenced to NAD 83.
 DH2890
 DH2890.The geoid height was determined by GEOID03.
 DH2890
 DH2890;                    North         East     Units Scale Factor Converg.
 DH2890;SPC AL W     -   341,390.117   686,736.290   MT  1.00002606   +0 30 25.2
 DH2890;UTM  16      - 3,659,759.829   540,037.986   MT  0.99961976   +0 14 02.8
 DH2890
 DH2890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2890!SPC AL W     -   0.99998300  x   1.00002606  =   1.00000906
 DH2890!UTM  16      -   0.99998300  x   0.99961976  =   0.99960277
 DH2890
 DH2890                          SUPERSEDED SURVEY CONTROL
 DH2890
 DH2890  ELLIP H (09/27/93)  108.30   (m)                       GP(       ) 4 1
 DH2890
 DH2890.Superseded values are not recommended for survey control.
 DH2890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2890.See file dsdata.txt to determine how the superseded data were derived.
 DH2890
 DH2890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4003859760(NAD 83)
 DH2890_MARKER: DD = SURVEY DISK
 DH2890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2890_SP_SET: CONCRETE POST
 DH2890_STAMPING: 59-8 1992
 DH2890_MARK LOGO: ALHD  
 DH2890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2890+STABILITY: SURFACE MOTION
 DH2890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2890+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DH2890
 DH2890  HISTORY     - Date     Condition        Report By
 DH2890  HISTORY     - 1992     MONUMENTED       ALHD
 DH2890  HISTORY     - 20031204 GOOD             JCLS
 DH2890
 DH2890                          STATION DESCRIPTION
 DH2890
 DH2890'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2890'THE STATION IS LOCATED IN SHELBY COUNTY ON THE NORTHWEST RIGHT OF WAY
 DH2890'OF ALA 145, ABOUT 7.20 MI (11.59 KM)  SOUTH-SOUTHEAST OF COLUMBIANA
 DH2890'AND ABOUT 10.65 MI (17.14 KM)  EAST-SOUTHEAST OF CALERA.
 DH2890'TO REACH THE STATION FROM EXIT 212 ON I-65 (MILE POST 3.70 ON ALA 145)
 DH2890'IN CLANTON, DRIVE NORTH ACROSS THE SHELBY COUNTY LINE ON ALA 145 FOR
 DH2890'13.90 MI (22.37 KM)  TO MILE POST 17.60 AND THE STATION ON THE LEFT.
 DH2890'THE STATION IS LOCATED IN FRONT OF WAYNE HORTON LOGGING COMPANY, 61.0
 DH2890'FT (18.6 M)  NORTHWEST OF THE CENTERLINE OF ALA 145, 61.9 FT
 DH2890'(18.9 M) WEST-SOUTHWEST OF THE NORTHWEST POST OF A SHELBY-COULMBIANA
 DH2890'DIRECTION SIGN, 88.0 FT (26.8 M)  SOUTHWEST OF THE SOUTH END OF AN
 DH2890'18-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 70.8 FT (21.6 M)
 DH2890'SOUTHEAST OF THE SOUTHEAST CORNER OF THE WAYNE HORTON LOGGING COMPANY
 DH2890'METAL BUILDING, 2.2 FT (0.7 M)  EAST-SOUTHEAST OF A CARSONITE WITNESS
 DH2890'POST, AND SET FLUSH WITH THE GROUND.
 DH2890'STATION 59-7 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2890
 DH2890                          STATION RECOVERY (2003)
 DH2890
 DH2890'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DH2890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2055 ***********************************************************************
 AA2055  DESIGNATION -  59 9
 AA2055  PID         -  AA2055
 AA2055  STATE/COUNTY-  AL/SHELBY
 AA2055  USGS QUAD   -  OZAN (1979)
 AA2055
 AA2055                         *CURRENT SURVEY CONTROL
 AA2055  ___________________________________________________________________
 AA2055* NAD 83(1992)-  33 06 26.15173(N)    086 42 48.30795(W)     ADJUSTED  
 AA2055* NAVD 88     -       161.1    (meters)     529.     (feet)  VERTCON   
 AA2055  ___________________________________________________________________
 AA2055  X           -     306,607.518 (meters)                     COMP
 AA2055  Y           -  -5,339,300.700 (meters)                     COMP
 AA2055  Z           -   3,464,001.651 (meters)                     COMP
 AA2055  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 AA2055  ELLIP HEIGHT-         131.98  (meters)          (07/29/02) GPS OBS
 AA2055  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AA2055
 AA2055  HORZ ORDER  -  FIRST
 AA2055  ELLP ORDER  -  FOURTH    CLASS I
 AA2055
 AA2055.The horizontal coordinates were established by GPS observations
 AA2055.and adjusted by the National Geodetic Survey in September 1994..
 AA2055
 AA2055.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2055.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2055
 AA2055.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2055
 AA2055.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2055
 AA2055.The ellipsoidal height was determined by GPS observations
 AA2055.and is referenced to NAD 83.
 AA2055
 AA2055.The geoid height was determined by GEOID03.
 AA2055
 AA2055;                    North         East     Units Scale Factor Converg.
 AA2055;SPC AL W     -   344,783.142   673,415.501   MT  0.99999976   +0 25 46.8
 AA2055;UTM  16      - 3,663,214.910   526,738.819   MT  0.99960881   +0 09 23.5
 AA2055
 AA2055!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2055!SPC AL W     -   0.99997928  x   0.99999976  =   0.99997904
 AA2055!UTM  16      -   0.99997928  x   0.99960881  =   0.99958810
 AA2055
 AA2055:                Primary Azimuth Mark                     Grid Az
 AA2055:SPC AL W     -  59 10                                    034 47 59.1
 AA2055:UTM  16      -  59 10                                    035 04 22.4
 AA2055
 AA2055|---------------------------------------------------------------------|
 AA2055| PID    Reference Object                     Distance      Geod. Az  |
 AA2055|                                                           dddmmss.s |
 AA2055| AA2056 59 10                               441.974 METERS 0351345.9 |
 AA2055|---------------------------------------------------------------------|
 AA2055
 AA2055                          SUPERSEDED SURVEY CONTROL
 AA2055
 AA2055  ELLIP H (09/29/94)  132.04   (m)                       GP(       ) 3 2
 AA2055  NGVD 29 (09/29/94)  161.0    (m)          528.     (f) GPS OBS        
 AA2055
 AA2055.Superseded values are not recommended for survey control.
 AA2055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2055.See file dsdata.txt to determine how the superseded data were derived.
 AA2055
 AA2055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2673963215(NAD 83)
 AA2055_MARKER: DD = SURVEY DISK
 AA2055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2055_SP_SET: CONCRETE POST
 AA2055_STAMPING: 59-9 1993
 AA2055_MARK LOGO: ALHD  
 AA2055_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2055+STABILITY: SURFACE MOTION
 AA2055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2055+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2055
 AA2055  HISTORY     - Date     Condition        Report By
 AA2055  HISTORY     - 1993     MONUMENTED       ALHD
 AA2055
 AA2055                          STATION DESCRIPTION
 AA2055
 AA2055'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLB)
 AA2055'THE STATION IS IN SHELBY COUNTY ON THE SOUTHEAST RIGHT OF WAY OF
 AA2055'SHELBY COUNTY ROAD 306 ABOUT 2.35 MI (3.78 KM) EAST OF CALERA AND
 AA2055'ABOUT 7.80 MI (12.55 KM) SOUTHWEST OF COLUMBIANA. TO REACH THE STATION
 AA2055'FROM THE JUNCTION OF U.S. 31 AND AL 25 NORTH (MILEPOST 243.66 ON U.S.
 AA2055'31 AND MILEPOST 118.37 ON AL 25) IN CALERA, DRIVE EAST AND NORTHEAST
 AA2055'ON AL 25 FOR 2.60 MI (4.18 KM) TO MILEPOST 120.95 AND SHELBY COUNTY
 AA2055'ROAD 86 RIGHT. TURN RIGHT ON SHELBY COUNTY ROAD 86 AND DRIVE SOUTHEAST
 AA2055'FOR 0.30 MI (0.48 KM) TO A T-INTERSECTION WITH SHELBY COUNTY ROAD 86
 AA2055'STRAIGHT AHEAD AND SHELBY COUNTY ROAD 306 RIGHT. TURN RIGHT ON SHELBY
 AA2055'COUNTY ROAD 306 AND DRIVE SOUTHWEST FOR 0.25 MI (0.40 KM) TO THE
 AA2055'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A FOUR
 AA2055'STRAND BARBED WIRE FENCE ON OLD TREATED WOOD POSTS, 37.4 FT (11.4 M)
 AA2055'SOUTHEAST OF THE CENTERLINE OF SHELBY COUNTY ROAD 306, 84.8 FT (25.8
 AA2055'M) NORTHEAST OF THE EAST OF TWO RAILROAD CROSSTIES IN THE FENCELINE,
 AA2055'87.3 FT (26.6 M) EAST OF A GRAPHIC RIGHT CURVE SIGN, 3.0 FT (0.9 M)
 AA2055'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 AA2055'STATION 59-10 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4082 ***********************************************************************
 AB4082  DESIGNATION -  5R4 A
 AB4082  PID         -  AB4082
 AB4082  STATE/COUNTY-  AL/BALDWIN
 AB4082  USGS QUAD   -  FOLEY (1980)
 AB4082
 AB4082                         *CURRENT SURVEY CONTROL
 AB4082  ___________________________________________________________________
 AB4082* NAD 83(1986)-  30 25 19.     (N)    087 42 02.     (W)     SCALED    
 AB4082* NAVD 88     -        21.849  (meters)      71.68   (feet)  ADJUSTED  
 AB4082  ___________________________________________________________________
 AB4082  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AB4082  DYNAMIC HT  -          21.820 (meters)      71.59  (feet)  COMP
 AB4082  MODELED GRAV-     979,333.3   (mgal)                       NAVD 88
 AB4082
 AB4082  VERT ORDER  -  FIRST     CLASS II
 AB4082
 AB4082.This mark is at Foley Municipal Airport (5R4)
 AB4082
 AB4082.The horizontal coordinates were scaled from a topographic map and have
 AB4082.an estimated accuracy of +/- 6 seconds.
 AB4082
 AB4082.The orthometric height was determined by differential leveling
 AB4082.and adjusted by the National Geodetic Survey in July 2002..
 AB4082
 AB4082.The geoid height was determined by GEOID03.
 AB4082
 AB4082.The dynamic height is computed by dividing the NAVD 88
 AB4082.geopotential number by the normal gravity value computed on the
 AB4082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4082.degrees latitude (g = 980.6199 gals.).
 AB4082
 AB4082.The modeled gravity was interpolated from observed gravity values.
 AB4082
 AB4082;                    North         East    Units  Estimated Accuracy
 AB4082;SPC AL W     -    46,790.      580,730.      MT  (+/- 180 meters Scaled)
 AB4082
 AB4082                          SUPERSEDED SURVEY CONTROL
 AB4082
 AB4082.No superseded survey control is available for this station.
 AB4082
 AB4082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU327657(NAD 83)
 AB4082_MARKER: I = METAL ROD
 AB4082_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4082_STAMPING: FAA 5R4 A 1996
 AB4082_MARK LOGO: NGS   
 AB4082_PROJECTION: FLUSH
 AB4082_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4082_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4082+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 AB4082_ROD/PIPE-DEPTH: 31.3 meters
 AB4082_SLEEVE-DEPTH  : 0.9 meters
 AB4082
 AB4082  HISTORY     - Date     Condition        Report By
 AB4082  HISTORY     - 1996     MONUMENTED       NGS
 AB4082  HISTORY     - 20030408 GOOD             USPSQD
 AB4082  HISTORY     - 20040420 GOOD             USPSQD
 AB4082  HISTORY     - 20050709 GOOD             USPSQD
 AB4082
 AB4082                          STATION DESCRIPTION
 AB4082
 AB4082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4082'1.7 KM (1.05 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 AB4082'U.S. HIGHWAY 98 IN FOLEY, THENCE 1.6 KM (1.00 MI) WESTERLY ALONG WEST
 AB4082'FERN AVENUE, 40.9 M (134.2 FT) NORTH OF THE AVENUE CENTER, 28.4 M
 AB4082'(93.2 FT) WEST OF THE EXTENDED CENTER OF NORTH HICKORY STREET, 9.0 M
 AB4082'(29.5 FT) NORTH OF A WITNESS POST AND FENCE, AND 0.5 M (1.6 FT) BELOW
 AB4082'THE LEVEL OF THE AVENUE.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB4082'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB4082'FOR A CLASS A MARK.  THE MONUMENT IS ON PROPERTY OWNED BY THE FOLEY
 AB4082'MUNICIPAL AIRPORT.  FOR ACCESS TO THE MONUMENT, CONTACT THE AIRPORT
 AB4082'MANAGER, 510 AIRPORT DRIVE, P.O. BOX 1593, FOLEY, AL 36536, TELEPHONE
 AB4082'NUMBER (334) 943-5214.
 AB4082
 AB4082                          STATION RECOVERY (2003)
 AB4082
 AB4082'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4082'COVER LID TORN OFF OF SLEEVE, PROBABLY DUE TO MOWING GRASS.
 AB4082
 AB4082                          STATION RECOVERY (2004)
 AB4082
 AB4082'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4082'RECOVERED IN GOOD CONDITION.
 AB4082
 AB4082                          STATION RECOVERY (2005)
 AB4082
 AB4082'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4082'COVER TORN OFF APPARENTLY BY MOWING PERSONNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4083 ***********************************************************************
 AB4083  DESIGNATION -  5R4 B
 AB4083  PID         -  AB4083
 AB4083  STATE/COUNTY-  AL/BALDWIN
 AB4083  USGS QUAD   -  FOLEY (1980)
 AB4083
 AB4083                         *CURRENT SURVEY CONTROL
 AB4083  ___________________________________________________________________
 AB4083* NAD 83(1986)-  30 25 45.     (N)    087 42 06.     (W)     SCALED    
 AB4083* NAVD 88     -        21.433  (meters)      70.32   (feet)  ADJUSTED  
 AB4083  ___________________________________________________________________
 AB4083  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AB4083  DYNAMIC HT  -          21.405 (meters)      70.23  (feet)  COMP
 AB4083  MODELED GRAV-     979,333.6   (mgal)                       NAVD 88
 AB4083
 AB4083  VERT ORDER  -  FIRST     CLASS II
 AB4083
 AB4083.This mark is at Foley Municipal Airport (5R4)
 AB4083
 AB4083.The horizontal coordinates were scaled from a topographic map and have
 AB4083.an estimated accuracy of +/- 6 seconds.
 AB4083
 AB4083.The orthometric height was determined by differential leveling
 AB4083.and adjusted by the National Geodetic Survey in July 2002..
 AB4083
 AB4083.The geoid height was determined by GEOID03.
 AB4083
 AB4083.The dynamic height is computed by dividing the NAVD 88
 AB4083.geopotential number by the normal gravity value computed on the
 AB4083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4083.degrees latitude (g = 980.6199 gals.).
 AB4083
 AB4083.The modeled gravity was interpolated from observed gravity values.
 AB4083
 AB4083;                    North         East    Units  Estimated Accuracy
 AB4083;SPC AL W     -    47,590.      580,630.      MT  (+/- 180 meters Scaled)
 AB4083
 AB4083                          SUPERSEDED SURVEY CONTROL
 AB4083
 AB4083.No superseded survey control is available for this station.
 AB4083
 AB4083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU326665(NAD 83)
 AB4083_MARKER: DV = VERTICAL CONTROL DISK
 AB4083_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB4083_SP_SET: FOOTING
 AB4083_STAMPING: FAA 5R4 B 1996
 AB4083_MARK LOGO: NGS   
 AB4083_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4083+STABILITY: SURFACE MOTION
 AB4083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4083+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2005
 AB4083
 AB4083  HISTORY     - Date     Condition        Report By
 AB4083  HISTORY     - 1996     MONUMENTED       NGS
 AB4083  HISTORY     - 20030408 GOOD             USPSQD
 AB4083  HISTORY     - 20040420 GOOD             USPSQD
 AB4083  HISTORY     - 20050709 GOOD             USPSQD
 AB4083
 AB4083                          STATION DESCRIPTION
 AB4083
 AB4083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4083'1.7 KM (1.05 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 AB4083'U.S. HIGHWAY 98 IN FOLEY, THENCE 2.0 KM (1.25 MI) WESTERLY ALONG WEST
 AB4083'FERN AVENUE, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG A PAVED ROAD,
 AB4083'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.2 KM
 AB4083'(0.10 MI) EASTERLY ALONG A TAXIWAY AND ACROSS AN APRON, THENCE 0.1 KM
 AB4083'(0.05 MI) SOUTHERLY ALONG TAXIWAY A, NEAR THE SOUTHWEST CORNER OF THE
 AB4083'CONCRETE FOOTING FOR A SIGN (18-36), 51.9 M (170.3 FT) SOUTH OF A WIND
 AB4083'SOCK, 42.1 M (138.1 FT) WEST OF THE CENTERLINE OF RUNWAY 18-36, 34.1 M
 AB4083'(111.9 FT) EAST OF THE CENTERLINE OF TAXIWAY A, 11.9 M (39.0 FT) SOUTH
 AB4083'OF THE CENTERLINE OF A TAXIWAY, 0.3 M (1.0 FT) BELOW THE LEVEL OF
 AB4083'TAXIWAY A, AND 0.3 M (1.0 FT) NORTH OF A WITNESS POST. NOTE--THE
 AB4083'MONUMENT IS ON PROPERTY OWNED BY THE FOLEY MUNICIPAL AIRPORT.  FOR
 AB4083'ACCESS TO THE MONUMENT, CONTACT THE AIRPORT MANAGER, 510 AIRPORT
 AB4083'DRIVE, P.O. BOX 1593, FOLEY, AL 36536, TELEPHONE NUMBER (334)
 AB4083'943-5214.
 AB4083
 AB4083                          STATION RECOVERY (2003)
 AB4083
 AB4083'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4083'RECOVERED IN GOOD CONDITION.
 AB4083
 AB4083                          STATION RECOVERY (2004)
 AB4083
 AB4083'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4083'RECOVERED IN GOOD CONDITION.
 AB4083
 AB4083                          STATION RECOVERY (2005)
 AB4083
 AB4083'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4084 ***********************************************************************
 AB4084  DESIGNATION -  5R4 C
 AB4084  PID         -  AB4084
 AB4084  STATE/COUNTY-  AL/BALDWIN
 AB4084  USGS QUAD   -  FOLEY (1980)
 AB4084
 AB4084                         *CURRENT SURVEY CONTROL
 AB4084  ___________________________________________________________________
 AB4084* NAD 83(1986)-  30 25 59.     (N)    087 42 05.     (W)     SCALED    
 AB4084* NAVD 88     -        17.974  (meters)      58.97   (feet)  ADJUSTED  
 AB4084  ___________________________________________________________________
 AB4084  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AB4084  DYNAMIC HT  -          17.950 (meters)      58.89  (feet)  COMP
 AB4084  MODELED GRAV-     979,333.7   (mgal)                       NAVD 88
 AB4084
 AB4084  VERT ORDER  -  FIRST     CLASS II
 AB4084
 AB4084.This mark is at Foley Municipal Airport (5R4)
 AB4084
 AB4084.The horizontal coordinates were scaled from a topographic map and have
 AB4084.an estimated accuracy of +/- 6 seconds.
 AB4084
 AB4084.The orthometric height was determined by differential leveling
 AB4084.and adjusted by the National Geodetic Survey in July 2002..
 AB4084
 AB4084.The geoid height was determined by GEOID03.
 AB4084
 AB4084.The dynamic height is computed by dividing the NAVD 88
 AB4084.geopotential number by the normal gravity value computed on the
 AB4084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4084.degrees latitude (g = 980.6199 gals.).
 AB4084
 AB4084.The modeled gravity was interpolated from observed gravity values.
 AB4084
 AB4084;                    North         East    Units  Estimated Accuracy
 AB4084;SPC AL W     -    48,020.      580,660.      MT  (+/- 180 meters Scaled)
 AB4084
 AB4084                          SUPERSEDED SURVEY CONTROL
 AB4084
 AB4084.No superseded survey control is available for this station.
 AB4084
 AB4084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU326669(NAD 83)
 AB4084_MARKER: DV = VERTICAL CONTROL DISK
 AB4084_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AB4084_SP_SET: HEADWALL
 AB4084_STAMPING: FAA 5R4 C 1996
 AB4084_MARK LOGO: NGS   
 AB4084_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4084+STABILITY: SURFACE MOTION
 AB4084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4084+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB4084
 AB4084  HISTORY     - Date     Condition        Report By
 AB4084  HISTORY     - 1996     MONUMENTED       NGS
 AB4084  HISTORY     - 20030423 MARK NOT FOUND   USPSQD
 AB4084
 AB4084                          STATION DESCRIPTION
 AB4084
 AB4084'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4084'1.7 KM (1.05 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 AB4084'U.S. HIGHWAY 98 IN FOLEY, THENCE 2.0 KM (1.25 MI) WESTERLY ALONG WEST
 AB4084'FERN AVENUE, THENCE 0.9 KM (0.55 MI) NORTHERLY ALONG A PAVED ROAD,
 AB4084'THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A PAVED ROAD, THENCE 0.2 KM
 AB4084'(0.10 MI) EASTERLY ALONG A TAXIWAY AND ACROSS AN APRON, THENCE 0.3 KM
 AB4084'(0.20 MI) NORTHERLY ALONG TAXIWAY A, NEAR THE CENTER OF EAST CONCRETE
 AB4084'HEADWALL OF A STORM DRAIN, 43.8 M (143.7 FT) WEST OF THE CENTERLINE OF
 AB4084'RUNWAY 18, 35.2 M (115.5 FT) SOUTH OF A SIGN (RUNWAY 18) , 32.6 M
 AB4084'(107.0 FT) EAST OF THE CENTERLINE OF TAXIWAY A, 25.1 M (82.3 FT) SOUTH
 AB4084'OF THE CENTERLINE OF A TAXIWAY, AND 1.0 M (3.3 FT) BELOW THE LEVEL OF
 AB4084'THE TAXIWAY.  NOTE--THE MONUMENT IS ON PROPERTY OWNED BY THE FOLEY
 AB4084'MUNICIPAL AIRPORT.  FOR ACCESS TO THE MONUMENT, CONTACT THE AIRPORT
 AB4084'MANAGER, 510 AIRPORT DRIVE, P.O. BOX 1593, FOLEY, AL 36536, TELEPHONE
 AB4084'NUMBER (334) 943-5214.
 AB4084
 AB4084                          STATION RECOVERY (2003)
 AB4084
 AB4084'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4084'NO WITNESS POST OR MARKER TO BE FOUND, POSSIBLY UNDERGROUND. DELETE
 AB4084''NEAR THE CENTER OF EAST CONCRETE HEADWALL OF A STORM DRAIN',
 AB4084'IT JUST ISN'T THERE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0907 ***********************************************************************
 EE0907  DESIGNATION -  6
 EE0907  PID         -  EE0907
 EE0907  STATE/COUNTY-  AL/JACKSON
 EE0907  USGS QUAD   -  STEVENSON (1983)
 EE0907
 EE0907                         *CURRENT SURVEY CONTROL
 EE0907  ___________________________________________________________________
 EE0907* NAD 83(1986)-  34 51 24.     (N)    085 46 52.     (W)     SCALED    
 EE0907* NAVD 88     -       184.904  (meters)     606.64   (feet)  ADJUSTED  
 EE0907  ___________________________________________________________________
 EE0907  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EE0907  DYNAMIC HT  -         184.722 (meters)     606.04  (feet)  COMP
 EE0907  MODELED GRAV-     979,649.3   (mgal)                       NAVD 88
 EE0907
 EE0907  VERT ORDER  -  FIRST     CLASS II
 EE0907
 EE0907.The horizontal coordinates were scaled from a topographic map and have
 EE0907.an estimated accuracy of +/- 6 seconds.
 EE0907
 EE0907.The orthometric height was determined by differential leveling
 EE0907.and adjusted by the National Geodetic Survey in June 1991..
 EE0907
 EE0907.The geoid height was determined by GEOID03.
 EE0907
 EE0907.The dynamic height is computed by dividing the NAVD 88
 EE0907.geopotential number by the normal gravity value computed on the
 EE0907.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0907.degrees latitude (g = 980.6199 gals.).
 EE0907
 EE0907.The modeled gravity was interpolated from observed gravity values.
 EE0907
 EE0907;                    North         East    Units  Estimated Accuracy
 EE0907;SPC AL E     -   483,130.      204,780.      MT  (+/- 180 meters Scaled)
 EE0907
 EE0907                          SUPERSEDED SURVEY CONTROL
 EE0907
 EE0907  NGVD 29 (??/??/92)  184.89   (m)          606.6    (f) COMPUTED    1 2
 EE0907
 EE0907.Superseded values are not recommended for survey control.
 EE0907.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0907.See file dsdata.txt to determine how the superseded data were derived.
 EE0907
 EE0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD114578(NAD 83)
 EE0907_MARKER: DB = BENCH MARK DISK
 EE0907_SETTING: 66 = SET IN ROCK OUTCROP
 EE0907_SP_SET: ROCK OUTCROP
 EE0907_STAMPING: 606.797 6 1933
 EE0907_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0907+STABILITY: POSITION/ELEVATION WELL
 EE0907
 EE0907  HISTORY     - Date     Condition        Report By
 EE0907  HISTORY     - 1933     MONUMENTED       CGS
 EE0907  HISTORY     - 1949     GOOD             NGS
 EE0907
 EE0907                          STATION DESCRIPTION
 EE0907
 EE0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EE0907'9.5 MI SE FROM BRIDGEPORT.
 EE0907'9-1/2 MILES DOWNSTREAM FROM BRIDGEPORT, JACKSON COUNTY, ON THE
 EE0907'RIGHT BANK OF TENNESSEE RIVER, 1/2 MILE DOWNSTREAM FROM MC MAHAN
 EE0907'LANDING, 250 FEET NORTH OF THE POINT WHERE THE NORTH-AND-SOUTH
 EE0907'FENCE LINE ENDS ON THE TOP OF RIVERBANK, 150 FEET NORTH OF THE SOUTH
 EE0907'POINT OF A WOODS, 100 FEET SOUTHEAST OF A FENCE CORNER, 60 FEET
 EE0907'EAST OF THE NORTH-AND-SOUTH FENCE, 40 FEET SOUTH OF A GROUP OF
 EE0907'FOUR HACKBERRY TREES, 4 FEET EAST OF A STEEL WITNESS POST SIGN AN
 EE0907'ENAMEL SIGN, AND IN THE TOP OF A ROCK OUTCROP.  A STANDARD DISK,
 EE0907'STAMPED 606.797 6 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2390 ***********************************************************************
 CM2390  DESIGNATION -  6 1
 CM2390  PID         -  CM2390
 CM2390  STATE/COUNTY-  AL/BULLOCK
 CM2390  USGS QUAD   -  ROBA (1984)
 CM2390
 CM2390                         *CURRENT SURVEY CONTROL
 CM2390  ___________________________________________________________________
 CM2390* NAD 83(1992)-  32 08 14.56152(N)    085 35 58.89764(W)     ADJUSTED  
 CM2390* NAVD 88     -       177.1    (meters)     581.     (feet)  GPS OBS   
 CM2390  ___________________________________________________________________
 CM2390  X           -     414,779.341 (meters)                     COMP
 CM2390  Y           -  -5,390,162.016 (meters)                     COMP
 CM2390  Z           -   3,373,420.459 (meters)                     COMP
 CM2390  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CM2390  ELLIP HEIGHT-         150.19  (meters)          (07/29/02) GPS OBS
 CM2390  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CM2390
 CM2390  HORZ ORDER  -  FIRST
 CM2390  ELLP ORDER  -  FOURTH    CLASS I
 CM2390
 CM2390.The horizontal coordinates were established by GPS observations
 CM2390.and adjusted by the National Geodetic Survey in December 1992..
 CM2390
 CM2390.The orthometric height was determined by GPS observations and a
 CM2390.high-resolution geoid model.
 CM2390
 CM2390.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2390
 CM2390.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2390
 CM2390.The ellipsoidal height was determined by GPS observations
 CM2390.and is referenced to NAD 83.
 CM2390
 CM2390.The geoid height was determined by GEOID03.
 CM2390
 CM2390;                    North         East     Units Scale Factor Converg.
 CM2390;SPC AL E     -   181,560.943   222,043.498   MT  0.99996599   +0 07 27.4
 CM2390;UTM  16      - 3,556,521.842   632,074.565   MT  0.99981512   +0 44 42.0
 CM2390
 CM2390!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2390!SPC AL E     -   0.99997642  x   0.99996599  =   0.99994241
 CM2390!UTM  16      -   0.99997642  x   0.99981512  =   0.99979154
 CM2390
 CM2390:                Primary Azimuth Mark                     Grid Az
 CM2390:SPC AL E     -  6 2                                      070 51 45.7
 CM2390:UTM  16      -  6 2                                      070 14 31.1
 CM2390
 CM2390|---------------------------------------------------------------------|
 CM2390| PID    Reference Object                     Distance      Geod. Az  |
 CM2390|                                                           dddmmss.s |
 CM2390| CM2391 6 2                                 APPROX. 0.5 KM 0705913.1 |
 CM2390|---------------------------------------------------------------------|
 CM2390
 CM2390                          SUPERSEDED SURVEY CONTROL
 CM2390
 CM2390  ELLIP H (12/04/92)  150.23   (m)                       GP(       ) 4 1
 CM2390  NAD 83(1986)-  32 08 14.56972(N)    085 35 58.89443(W) AD(       ) 1
 CM2390  NGVD 29 (12/04/92)  177.1    (m)          581.     (f) GPS OBS        
 CM2390
 CM2390.Superseded values are not recommended for survey control.
 CM2390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2390.See file dsdata.txt to determine how the superseded data were derived.
 CM2390
 CM2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3207556522(NAD 83)
 CM2390_MARKER: DD = SURVEY DISK
 CM2390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2390_SP_SET: CONCRETE POST
 CM2390_STAMPING: 6 - 1 1989
 CM2390_MARK LOGO: ALHD  
 CM2390_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2390+STABILITY: SURFACE MOTION
 CM2390_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2390+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1991
 CM2390
 CM2390  HISTORY     - Date     Condition        Report By
 CM2390  HISTORY     - 1989     MONUMENTED       ALHD
 CM2390  HISTORY     - 19910621 GOOD             ALHD
 CM2390
 CM2390                          STATION DESCRIPTION
 CM2390
 CM2390'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2390'THE STATION IS LOCATED IN BULLOCK COUNTY IN THE MEDIAN OF U. S.
 CM2390'HIGHWAY 82, AT THE INTERSECTION OF U. S. HIGHWAY 82 AND ALABAMA
 CM2390'HIGHWAY 51, AT MILE POST 206.25 ON U. S. 82, ABOUT 10.94 KM (6.80 MI)
 CM2390'EAST OF UNION SPRINGS AND ABOUT 10.78 KM (6.70 MI) NORTHWEST OF
 CM2390'MIDWAY.
 CM2390'THE STATION IS 15.73 M (51.6 FT) NORTHEAST OF THE CENTERLINE OF THE
 CM2390'EAST BOUND LANES OF U. S. 82, 15.73 M (51.6 FT) SOUTHWEST OF THE
 CM2390'CENTERLINE OF THE WEST BOUND LANES OF U. S. 82, 23.47 M (77.0 FT)
 CM2390'WEST-NORTHWEST OF THE CENTER OF THE MEDIAN CROSS-OVER FOR ALABAMA 51,
 CM2390'31.24 M (102.5 FT) SOUTHEAST OF A DROP INLET IN THE MEDIAN OF U. S.
 CM2390'82, 51.82 M (170.0 FT) SOUTHEAST OF THE CENTER OF A MEDIAN CROSS-OVER,
 CM2390'2.74 M (9.0 FT) NORTHEAST OF A CARSONITE WITNESS POST, 0.30 M
 CM2390'(1.0 FT) WEST OF A 5/8 INCH REBAR DRIVEN FLUSH WITH THE GROUND, AND
 CM2390'SET FLUSH WITH THE GROUND.
 CM2390'STATION 6 - 2 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2390
 CM2390                          STATION RECOVERY (1991)
 CM2390
 CM2390'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2390'THE STATION IS LOCATED IN BULLOCK COUNTY IN THE MEDIAN OF U.S. HIGHWAY
 CM2390'82, AT THE INTERSECTION OF U.S. HIGHWAY 82 AND ALABAMA HIGHWAY 51, AT
 CM2390'MILE POST 206.25 ON U. S. 82, ABOUT 10.94 KM (6.80 MI) EAST OF UNION
 CM2390'SPRINGS AND ABOUT 10.78 KM (6.70 MI) NORTHWEST OF MIDWAY.
 CM2390'THE STATION IS 15.73 M (51.61 FT) NORTHEAST OF THE CENTERLINE OF THE
 CM2390'EAST BOUND LANES OF U.S. 82, 15.73 M (51.61 FT) SOUTHWEST OF THE
 CM2390'CENTERLINE OF THE WEST BOUND LANES OF U.S. 82, 23.47 M (77.00 FT)
 CM2390'WEST-NORTHWEST OF THE CENTER OF THE MEDIAN CROSS-OVER FOR ALABAMA 51,
 CM2390'31.24 M (102.49 FT) SOUTHEAST OF A DROP INLET IN THE MEDIAN OF U.S.
 CM2390'82, 51.82 M (170.01 FT) SOUTHEAST OF THE CENTER OF A MEDIAN
 CM2390'CROSS-OVER, 2.74 M (8.99 FT) NORTHEAST OF A CARSONITE WITNESS POST
 CM2390'AND SET FLUSH WITH THE GROUND.
 CM2390'STATION 6-2 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2296 ***********************************************************************
 AA2296  DESIGNATION -  6 10
 AA2296  PID         -  AA2296
 AA2296  STATE/COUNTY-  AL/BULLOCK
 AA2296  USGS QUAD   -  ROBA (1984)
 AA2296
 AA2296                         *CURRENT SURVEY CONTROL
 AA2296  ___________________________________________________________________
 AA2296* NAD 83(1992)-  32 09 46.43565(N)    085 31 44.81460(W)     ADJUSTED  
 AA2296* NAVD 88     -       172.9    (meters)     567.     (feet)  VERTCON   
 AA2296  ___________________________________________________________________
 AA2296  X           -     421,301.113 (meters)                     COMP
 AA2296  Y           -  -5,388,142.055 (meters)                     COMP
 AA2296  Z           -   3,375,814.288 (meters)                     COMP
 AA2296  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AA2296  ELLIP HEIGHT-         145.99  (meters)          (07/29/02) GPS OBS
 AA2296  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 AA2296
 AA2296  HORZ ORDER  -  FIRST
 AA2296  ELLP ORDER  -  FOURTH    CLASS I
 AA2296
 AA2296.The horizontal coordinates were established by GPS observations
 AA2296.and adjusted by the National Geodetic Survey in November 1994..
 AA2296
 AA2296.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2296.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2296
 AA2296.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2296
 AA2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2296
 AA2296.The ellipsoidal height was determined by GPS observations
 AA2296.and is referenced to NAD 83.
 AA2296
 AA2296.The geoid height was determined by GEOID03.
 AA2296
 AA2296;                    North         East     Units Scale Factor Converg.
 AA2296;SPC AL E     -   184,407.438   228,694.501   MT  0.99997015   +0 09 43.0
 AA2296;UTM  16      - 3,559,439.834   638,693.390   MT  0.99983722   +0 46 59.2
 AA2296
 AA2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2296!SPC AL E     -   0.99997708  x   0.99997015  =   0.99994723
 AA2296!UTM  16      -   0.99997708  x   0.99983722  =   0.99981430
 AA2296
 AA2296:                Primary Azimuth Mark                     Grid Az
 AA2296:SPC AL E     -  6 9                                      344 34 31.5
 AA2296:UTM  16      -  6 9                                      343 57 15.3
 AA2296
 AA2296|---------------------------------------------------------------------|
 AA2296| PID    Reference Object                     Distance      Geod. Az  |
 AA2296|                                                           dddmmss.s |
 AA2296| AA2295 6 9                                 APPROX. 0.5 KM 3444414.5 |
 AA2296|---------------------------------------------------------------------|
 AA2296
 AA2296                          SUPERSEDED SURVEY CONTROL
 AA2296
 AA2296  ELLIP H (11/30/94)  146.04   (m)                       GP(       ) 4 1
 AA2296  NGVD 29 (11/30/94)  172.9    (m)          567.     (f) GPS OBS        
 AA2296
 AA2296.Superseded values are not recommended for survey control.
 AA2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2296.See file dsdata.txt to determine how the superseded data were derived.
 AA2296
 AA2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3869359440(NAD 83)
 AA2296_MARKER: DD = SURVEY DISK
 AA2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2296_SP_SET: CONCRETE POST
 AA2296_STAMPING: 6-10 1992
 AA2296_MARK LOGO: ALHD  
 AA2296_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2296+STABILITY: SURFACE MOTION
 AA2296_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2296+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2296
 AA2296  HISTORY     - Date     Condition        Report By
 AA2296  HISTORY     - 1992     MONUMENTED       ALHD
 AA2296
 AA2296                          STATION DESCRIPTION
 AA2296
 AA2296'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2296'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 AA2296'ALA 51, ABOUT 6.00 MI (9.66 KM) NORTH OF MIDWAY AND ABOUT 11.00 MI
 AA2296'(17.70 KM) EAST OF UNION SPRINGS. TO REACH THE STATION FROM THE
 AA2296'JUNCTION OF U.S. 82 AND ALA 51 NORTH, (MILE POST 206.25 ON U.S. 82 AND
 AA2296'MILE POST 71.65 ON ALA 51) EAST OF UNION SPRINGS, DRIVE NORTHEAST ON
 AA2296'ALA 51 FOR 4.90 MI (7.89 KM) TO MILE POST 76.55 AND THE STATION ON THE
 AA2296'RIGHT. THE STATION IS 35.9 FT (10.9 M) EAST OF THE CENTERLINE OF ALA
 AA2296'51, 76.2 FT (23.2 M) NORTH-NORTHEAST OF A ALA 51 NORTH SIGN AND POST,
 AA2296'3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2296'THE GROUND. STATION 6-9 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2296'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2297 ***********************************************************************
 AA2297  DESIGNATION -  6 11
 AA2297  PID         -  AA2297
 AA2297  STATE/COUNTY-  AL/BULLOCK
 AA2297  USGS QUAD   -  COMER (1973)
 AA2297
 AA2297                         *CURRENT SURVEY CONTROL
 AA2297  ___________________________________________________________________
 AA2297* NAD 83(1992)-  32 05 34.89609(N)    085 26 25.11161(W)     ADJUSTED  
 AA2297* NAVD 88     -       138.2    (meters)     453.     (feet)  VERTCON   
 AA2297  ___________________________________________________________________
 AA2297  X           -     429,977.289 (meters)                     COMP
 AA2297  Y           -  -5,391,561.073 (meters)                     COMP
 AA2297  Z           -   3,369,234.317 (meters)                     COMP
 AA2297  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AA2297  ELLIP HEIGHT-         111.57  (meters)          (07/29/02) GPS OBS
 AA2297  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AA2297
 AA2297  HORZ ORDER  -  FIRST
 AA2297  ELLP ORDER  -  FOURTH    CLASS I
 AA2297
 AA2297.The horizontal coordinates were established by GPS observations
 AA2297.and adjusted by the National Geodetic Survey in November 1994..
 AA2297
 AA2297.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2297.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2297
 AA2297.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2297
 AA2297.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2297
 AA2297.The ellipsoidal height was determined by GPS observations
 AA2297.and is referenced to NAD 83.
 AA2297
 AA2297.The geoid height was determined by GEOID03.
 AA2297
 AA2297;                    North         East     Units Scale Factor Converg.
 AA2297;SPC AL E     -   176,686.749   237,099.223   MT  0.99997697   +0 12 31.7
 AA2297;UTM  16      - 3,551,811.556   647,180.211   MT  0.99986715   +0 49 43.7
 AA2297
 AA2297!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2297!SPC AL E     -   0.99998248  x   0.99997697  =   0.99995945
 AA2297!UTM  16      -   0.99998248  x   0.99986715  =   0.99984963
 AA2297
 AA2297                          SUPERSEDED SURVEY CONTROL
 AA2297
 AA2297  ELLIP H (11/30/94)  111.59   (m)                       GP(       ) 4 1
 AA2297  NGVD 29 (11/30/94)  138.2    (m)          453.     (f) GPS OBS        
 AA2297
 AA2297.Superseded values are not recommended for survey control.
 AA2297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2297.See file dsdata.txt to determine how the superseded data were derived.
 AA2297
 AA2297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4718051812(NAD 83)
 AA2297_MARKER: DD = SURVEY DISK
 AA2297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2297_SP_SET: CONCRETE POST
 AA2297_STAMPING: 6-11 1992
 AA2297_MARK LOGO: ALHD  
 AA2297_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2297+STABILITY: SURFACE MOTION
 AA2297_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2297+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2297
 AA2297  HISTORY     - Date     Condition        Report By
 AA2297  HISTORY     - 1992     MONUMENTED       ALHD
 AA2297
 AA2297                          STATION DESCRIPTION
 AA2297
 AA2297'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2297'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2297'BULLOCK COUNTY ROAD NO. 89, ABOUT 5.50 MI (8.85 KM) SOUTHEAST OF ENON
 AA2297'AND ABOUT 4.70 MI (7.56 KM) EAST-NORTHEAST OF MIDWAY. TO REACH THE
 AA2297'STATION FROM THE JUNCTION OF U.S. 82, ALA 51 SOUTH AND BULLOCK COUNTY
 AA2297'ROAD NO. 47 AT A CAUTION LIGHT IN MIDWAY, (MILE POST 213.00 ON U.S. 82
 AA2297'AND MILE POST 65.05 ON ALA 51), DRIVE NORTH ON BULLOCK COUNTY ROAD NO.
 AA2297'47 FOR 1.45 MI (2.33 KM) TO BULLOCK COUNTY ROAD NO. 89 ON THE RIGHT,
 AA2297'TURN RIGHT AND DRIVE EAST ON BULLOCK COUNTY ROAD NO. 89 FOR 4.85 MI
 AA2297'(7.81 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA2297'NORTH OF AN OLD CROSS TIE FENCE POST, 3.5 FT (1.1 M) NORTH OF A FOUR
 AA2297'STRAND BARBED WIRE FENCE ON WOOD POST, 38.1 FT (11.6 M) SOUTH OF THE
 AA2297'CENTERLINE OF BULLOCK COUNTY ROAD NO. 89, 85.4 FT (26.0 M) EAST OF A
 AA2297'POWER POLE, 3.3 FT (1.0 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA2297'FLUSH WITH THE GROUND. STATION 6-12 1992 MAY BE USED AS AN AZIMUTH FOR
 AA2297'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2298 ***********************************************************************
 AA2298  DESIGNATION -  6 12
 AA2298  PID         -  AA2298
 AA2298  STATE/COUNTY-  AL/BULLOCK
 AA2298  USGS QUAD   -  COMER (1973)
 AA2298
 AA2298                         *CURRENT SURVEY CONTROL
 AA2298  ___________________________________________________________________
 AA2298* NAD 83(1992)-  32 05 42.80325(N)    085 26 02.71323(W)     ADJUSTED  
 AA2298* NAVD 88     -       135.0    (meters)     443.     (feet)  VERTCON   
 AA2298  ___________________________________________________________________
 AA2298  X           -     430,552.238 (meters)                     COMP
 AA2298  Y           -  -5,391,382.616 (meters)                     COMP
 AA2298  Z           -   3,369,438.936 (meters)                     COMP
 AA2298  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AA2298  ELLIP HEIGHT-         108.33  (meters)          (07/29/02) GPS OBS
 AA2298  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 AA2298
 AA2298  HORZ ORDER  -  FIRST
 AA2298  ELLP ORDER  -  FOURTH    CLASS I
 AA2298
 AA2298.The horizontal coordinates were established by GPS observations
 AA2298.and adjusted by the National Geodetic Survey in November 1994..
 AA2298
 AA2298.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2298.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2298
 AA2298.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2298
 AA2298.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2298
 AA2298.The ellipsoidal height was determined by GPS observations
 AA2298.and is referenced to NAD 83.
 AA2298
 AA2298.The geoid height was determined by GEOID03.
 AA2298
 AA2298;                    North         East     Units Scale Factor Converg.
 AA2298;SPC AL E     -   176,932.458   237,685.624   MT  0.99997751   +0 12 43.7
 AA2298;UTM  16      - 3,552,063.569   647,763.855   MT  0.99986927   +0 49 55.8
 AA2298
 AA2298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2298!SPC AL E     -   0.99998299  x   0.99997751  =   0.99996050
 AA2298!UTM  16      -   0.99998299  x   0.99986927  =   0.99985226
 AA2298
 AA2298                          SUPERSEDED SURVEY CONTROL
 AA2298
 AA2298  ELLIP H (11/30/94)  108.36   (m)                       GP(       ) 4 1
 AA2298  NGVD 29 (11/30/94)  135.0    (m)          443.     (f) GPS OBS        
 AA2298
 AA2298.Superseded values are not recommended for survey control.
 AA2298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2298.See file dsdata.txt to determine how the superseded data were derived.
 AA2298
 AA2298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4776452064(NAD 83)
 AA2298_MARKER: DD = SURVEY DISK
 AA2298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2298_SP_SET: CONCRETE POST
 AA2298_STAMPING: 6-12 1992
 AA2298_MARK LOGO: ALHD  
 AA2298_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2298+STABILITY: SURFACE MOTION
 AA2298_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2298+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2298
 AA2298  HISTORY     - Date     Condition        Report By
 AA2298  HISTORY     - 1992     MONUMENTED       ALHD
 AA2298
 AA2298                          STATION DESCRIPTION
 AA2298
 AA2298'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2298'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2298'BULLOCK COUNTY ROAD NO. 89, ABOUT 5.50 MI (8.85 KM) SOUTHEAST OF ENON
 AA2298'AND ABOUT 5.05 MI (8.13 KM) EAST-NORTHEAST OF MIDWAY. TO REACH THE
 AA2298'STATION FROM THE JUNCTION OF U.S. 82, ALA 51 SOUTH AND BULLOCK COUNTY
 AA2298'ROAD NO. 47 AT A CAUTION LIGHT IN MIDWAY, (MILE POST 213.00 ON U.S. 82
 AA2298'AND MILE POST 65.05 ON ALA 51), DRIVE NORTH ON BULLOCK COUNTY ROAD NO.
 AA2298'47 FOR 1.45 MI (2.33 KM) TO BULLOCK COUNTY ROAD NO. 89 ON THE RIGHT,
 AA2298'TURN RIGHT AND DRIVE EAST ON BULLOCK COUNTY ROAD NO. 89 FOR 5.25 MI
 AA2298'(8.45 KM) TO THE STATION ON THE LEFT. THE STATION IS 17.6 FT (5.4 M)
 AA2298'EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 32.8 FT (10.0 M) NORTH OF THE
 AA2298'CENTERLINE OF BULLOCK COUNTY ROAD NO. 89, 2.1 FT (0.6 M) SOUTH OF A
 AA2298'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-11
 AA2298'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2299 ***********************************************************************
 AA2299  DESIGNATION -  6 13
 AA2299  PID         -  AA2299
 AA2299  STATE/COUNTY-  AL/BULLOCK
 AA2299  USGS QUAD   -  FITZPATRICK (1979)
 AA2299
 AA2299                         *CURRENT SURVEY CONTROL
 AA2299  ___________________________________________________________________
 AA2299* NAD 83(1992)-  32 13 49.33566(N)    085 55 51.11289(W)     ADJUSTED  
 AA2299* NAVD 88     -        89.4    (meters)     293.     (feet)  VERTCON   
 AA2299  ___________________________________________________________________
 AA2299  X           -     383,222.259 (meters)                     COMP
 AA2299  Y           -  -5,386,915.956 (meters)                     COMP
 AA2299  Z           -   3,382,100.978 (meters)                     COMP
 AA2299  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 AA2299  ELLIP HEIGHT-          61.77  (meters)          (07/29/02) GPS OBS
 AA2299  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AA2299
 AA2299  HORZ ORDER  -  FIRST
 AA2299  ELLP ORDER  -  FOURTH    CLASS I
 AA2299
 AA2299.The horizontal coordinates were established by GPS observations
 AA2299.and adjusted by the National Geodetic Survey in November 1994..
 AA2299
 AA2299.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2299.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2299
 AA2299.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2299
 AA2299.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2299
 AA2299.The ellipsoidal height was determined by GPS observations
 AA2299.and is referenced to NAD 83.
 AA2299
 AA2299.The geoid height was determined by GEOID03.
 AA2299
 AA2299;                    North         East     Units Scale Factor Converg.
 AA2299;SPC AL E     -   191,852.772   190,807.439   MT  0.99996104   -0 03 07.3
 AA2299;UTM  16      - 3,566,472.329   600,734.772   MT  0.99972514   +0 34 12.9
 AA2299
 AA2299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2299!SPC AL E     -   0.99999030  x   0.99996104  =   0.99995134
 AA2299!UTM  16      -   0.99999030  x   0.99972514  =   0.99971544
 AA2299
 AA2299:                Primary Azimuth Mark                     Grid Az
 AA2299:SPC AL E     -  6 14                                     335 04 30.3
 AA2299:UTM  16      -  6 14                                     334 27 10.1
 AA2299
 AA2299|---------------------------------------------------------------------|
 AA2299| PID    Reference Object                     Distance      Geod. Az  |
 AA2299|                                                           dddmmss.s |
 AA2299| AA2300 6 14                                APPROX. 0.6 KM 3350123.0 |
 AA2299|---------------------------------------------------------------------|
 AA2299
 AA2299                          SUPERSEDED SURVEY CONTROL
 AA2299
 AA2299  ELLIP H (11/30/94)   61.85   (m)                       GP(       ) 4 1
 AA2299  NGVD 29 (11/30/94)   89.4    (m)          293.     (f) GPS OBS        
 AA2299
 AA2299.Superseded values are not recommended for survey control.
 AA2299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2299.See file dsdata.txt to determine how the superseded data were derived.
 AA2299
 AA2299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0073566472(NAD 83)
 AA2299_MARKER: DD = SURVEY DISK
 AA2299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2299_SP_SET: CONCRETE POST
 AA2299_STAMPING: 6-13 1992
 AA2299_MARK LOGO: ALHD  
 AA2299_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2299+STABILITY: SURFACE MOTION
 AA2299_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2299+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2299
 AA2299  HISTORY     - Date     Condition        Report By
 AA2299  HISTORY     - 1992     MONUMENTED       ALHD
 AA2299
 AA2299                          STATION DESCRIPTION
 AA2299
 AA2299'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2299'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 AA2299'ALA 110, ABOUT 1.20 MI (1.93 KM) SOUTH OF MITCHELL AND ABOUT 2.90 MI
 AA2299'(4.67 KM) NORTHWEST OF FITZPATRICK. TO REACH THE STATION FROM THE
 AA2299'JUNCTION OF U.S. 82 AND ALA 110, (MILE POST 196.25 ON U.S. 82 AND MILE
 AA2299'POST 40.70 ON ALA 110) WEST OF UNION SPRINGS, DRIVE NORTHWEST ON ALA
 AA2299'110 FOR 12.80 MI (20.60 KM) TO MILE POST 27.90 AND THE STATION ON THE
 AA2299'LEFT. THE STATION IS 3.0 FT (0.9 M) EAST-NORTHEAST OF A FIVE STRAND
 AA2299'BARBED WIRE FENCE ON WOOD POSTS, 35.6 FT (10.9 M) WEST-SOUTHWEST OF
 AA2299'THE CENTERLINE OF ALA 110, 105.9 FT (32.3 M) SOUTH-SOUTHEAST OF POWER
 AA2299'POLE NO. 35, 126.8 FT (38.6 M) NORTH-NORTHWEST OF POWER POLE NO. 45 2,
 AA2299'2.9 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2299'THE GROUND. STATION 6-14 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2299'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2300 ***********************************************************************
 AA2300  DESIGNATION -  6 14
 AA2300  PID         -  AA2300
 AA2300  STATE/COUNTY-  AL/BULLOCK
 AA2300  USGS QUAD   -  FITZPATRICK (1979)
 AA2300
 AA2300                         *CURRENT SURVEY CONTROL
 AA2300  ___________________________________________________________________
 AA2300* NAD 83(1992)-  32 14 07.15044(N)    085 56 00.87647(W)     ADJUSTED  
 AA2300* NAVD 88     -        79.8    (meters)     262.     (feet)  VERTCON   
 AA2300  ___________________________________________________________________
 AA2300  X           -     382,945.934 (meters)                     COMP
 AA2300  Y           -  -5,386,634.009 (meters)                     COMP
 AA2300  Z           -   3,382,560.021 (meters)                     COMP
 AA2300  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AA2300  ELLIP HEIGHT-          52.13  (meters)          (07/29/02) GPS OBS
 AA2300  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AA2300
 AA2300  HORZ ORDER  -  FIRST
 AA2300  ELLP ORDER  -  FOURTH    CLASS I
 AA2300
 AA2300.The horizontal coordinates were established by GPS observations
 AA2300.and adjusted by the National Geodetic Survey in November 1994..
 AA2300
 AA2300.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2300.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2300
 AA2300.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2300
 AA2300.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2300
 AA2300.The ellipsoidal height was determined by GPS observations
 AA2300.and is referenced to NAD 83.
 AA2300
 AA2300.The geoid height was determined by GEOID03.
 AA2300
 AA2300;                    North         East     Units Scale Factor Converg.
 AA2300;SPC AL E     -   192,401.735   190,552.328   MT  0.99996110   -0 03 12.5
 AA2300;UTM  16      - 3,567,018.360   600,473.776   MT  0.99972449   +0 34 08.0
 AA2300
 AA2300!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2300!SPC AL E     -   0.99999181  x   0.99996110  =   0.99995292
 AA2300!UTM  16      -   0.99999181  x   0.99972449  =   0.99971631
 AA2300
 AA2300:                Primary Azimuth Mark                     Grid Az
 AA2300:SPC AL E     -  6 13                                     155 04 30.3
 AA2300:UTM  16      -  6 13                                     154 27 09.8
 AA2300
 AA2300|---------------------------------------------------------------------|
 AA2300| PID    Reference Object                     Distance      Geod. Az  |
 AA2300|                                                           dddmmss.s |
 AA2300| AA2299 6 13                                APPROX. 0.6 KM 1550117.8 |
 AA2300|---------------------------------------------------------------------|
 AA2300
 AA2300                          SUPERSEDED SURVEY CONTROL
 AA2300
 AA2300  ELLIP H (11/30/94)   52.21   (m)                       GP(       ) 4 1
 AA2300  NGVD 29 (11/30/94)   79.8    (m)          262.     (f) GPS OBS        
 AA2300
 AA2300.Superseded values are not recommended for survey control.
 AA2300.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2300.See file dsdata.txt to determine how the superseded data were derived.
 AA2300
 AA2300_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0047467018(NAD 83)
 AA2300_MARKER: DD = SURVEY DISK
 AA2300_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2300_SP_SET: CONCRETE POST
 AA2300_STAMPING: 6-14 1992
 AA2300_MARK LOGO: ALHD  
 AA2300_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2300_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2300+STABILITY: SURFACE MOTION
 AA2300_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2300+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2300
 AA2300  HISTORY     - Date     Condition        Report By
 AA2300  HISTORY     - 1992     MONUMENTED       ALHD
 AA2300
 AA2300                          STATION DESCRIPTION
 AA2300
 AA2300'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2300'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 AA2300'ALA 110, ABOUT 0.80 MI (1.29 KM) SOUTH OF MITCHELL AND ABOUT 3.10 MI
 AA2300'(4.99 KM) NORTHWEST OF FITZPATRICK. TO REACH THE STATION FROM THE
 AA2300'JUNCTION OF U.S. 82 AND ALA 110, (MILE POST 196.25 ON U.S. 82 AND MILE
 AA2300'POST 40.70 ON ALA 110) WEST OF UNION SPRINGS, DRIVE NORTHWEST ON ALA
 AA2300'110 FOR 13.20 MI (21.24 KM) TO MILE POST 27.50 AND THE STATION ON THE
 AA2300'RIGHT. THE STATION IS 38.5 FT (11.7 M) EAST-NORTHEAST OF THE
 AA2300'CENTERLINE OF ALA 110, 106.0 FT (32.3 M) EAST OF POWER POLE NO. 19 5
 AA2300'93 ACROSS ALA 110, 173.6 FT (52.9 M) SOUTH-SOUTHEAST OF THE CENTER OF
 AA2300'A GRAVEL DRIVEWAY, 1.8 FT (0.5 M) WEST OF A CARSONITE WITNESS POST,
 AA2300'AND SET FLUSH WITH THE GROUND. STATION 6-13 1992 MAY BE USED AS AN
 AA2300'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2301 ***********************************************************************
 AA2301  DESIGNATION -  6 15
 AA2301  PID         -  AA2301
 AA2301  STATE/COUNTY-  AL/BULLOCK
 AA2301  USGS QUAD   -  FITZPATRICK (1979)
 AA2301
 AA2301                         *CURRENT SURVEY CONTROL
 AA2301  ___________________________________________________________________
 AA2301* NAD 83(1992)-  32 07 39.00781(N)    085 57 16.14433(W)     ADJUSTED  
 AA2301* NAVD 88     -       108.9    (meters)     357.     (feet)  VERTCON   
 AA2301  ___________________________________________________________________
 AA2301  X           -     381,431.279 (meters)                     COMP
 AA2301  Y           -  -5,393,150.204 (meters)                     COMP
 AA2301  Z           -   3,372,456.580 (meters)                     COMP
 AA2301  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AA2301  ELLIP HEIGHT-          81.62  (meters)          (07/29/02) GPS OBS
 AA2301  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA2301
 AA2301  HORZ ORDER  -  FIRST
 AA2301  ELLP ORDER  -  FOURTH    CLASS I
 AA2301
 AA2301.The horizontal coordinates were established by GPS observations
 AA2301.and adjusted by the National Geodetic Survey in November 1994..
 AA2301
 AA2301.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2301.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2301
 AA2301.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2301
 AA2301.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2301
 AA2301.The ellipsoidal height was determined by GPS observations
 AA2301.and is referenced to NAD 83.
 AA2301
 AA2301.The geoid height was determined by GEOID03.
 AA2301
 AA2301;                    North         East     Units Scale Factor Converg.
 AA2301;SPC AL E     -   180,448.362   188,568.366   MT  0.99996161   -0 03 51.9
 AA2301;UTM  16      - 3,555,047.036   598,620.015   MT  0.99971994   +0 33 21.8
 AA2301
 AA2301!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2301!SPC AL E     -   0.99998718  x   0.99996161  =   0.99994880
 AA2301!UTM  16      -   0.99998718  x   0.99971994  =   0.99970713
 AA2301
 AA2301:                Primary Azimuth Mark                     Grid Az
 AA2301:SPC AL E     -  6 16                                     286 14 41.1
 AA2301:UTM  16      -  6 16                                     285 37 27.4
 AA2301
 AA2301|---------------------------------------------------------------------|
 AA2301| PID    Reference Object                     Distance      Geod. Az  |
 AA2301|                                                           dddmmss.s |
 AA2301| AA2302 6 16                                445.214 METERS 2861049.2 |
 AA2301|---------------------------------------------------------------------|
 AA2301
 AA2301                          SUPERSEDED SURVEY CONTROL
 AA2301
 AA2301  ELLIP H (11/30/94)   81.70   (m)                       GP(       ) 4 1
 AA2301  NGVD 29 (11/30/94)  108.9    (m)          357.     (f) GPS OBS        
 AA2301
 AA2301.Superseded values are not recommended for survey control.
 AA2301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2301.See file dsdata.txt to determine how the superseded data were derived.
 AA2301
 AA2301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9862055047(NAD 83)
 AA2301_MARKER: DD = SURVEY DISK
 AA2301_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2301_SP_SET: CONCRETE POST
 AA2301_STAMPING: 6-15 1992
 AA2301_MARK LOGO: ALHD  
 AA2301_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2301_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2301+STABILITY: SURFACE MOTION
 AA2301_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2301+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2301
 AA2301  HISTORY     - Date     Condition        Report By
 AA2301  HISTORY     - 1992     MONUMENTED       ALHD
 AA2301
 AA2301                          STATION DESCRIPTION
 AA2301
 AA2301'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2301'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2301'U.S. 82, ABOUT 8.15 MI (13.12 KM) SOUTH OF MITCHELL AND ABOUT 2.85 MI
 AA2301'(4.59 KM) SOUTHWEST OF FITZPATRICK. TO REACH THE STATION FROM THE
 AA2301'JUNCTION OF U.S. 82 AND ALA 110, (MILE POST 196.25 ON U.S. 82 AND MILE
 AA2301'POST 40.70 ON ALA 110) WEST OF UNION SPRINGS, DRIVE WESTERLY ON U.S.
 AA2301'82 FOR 13.55 MI (21.81 KM) TO MILE POST 182.70 AND THE STATION ON THE
 AA2301'RIGHT. THE STATION IS 2.9 FT (0.9 M) SOUTH-SOUTHWEST OF A FOUR STRAND
 AA2301'BARBED WIRE FENCE ON WOOD POST, 48.4 FT (14.8 M) NORTH-NORTHEAST OF
 AA2301'THE CENTERLINE OF U.S. 82, 118.2 FT (36.0 M) EAST-SOUTHEAST OF POWER
 AA2301'POLE NO. 85, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA2301'FLUSH WITH THE GROUND. STATION 6-16 1992 MAY BE USED AS AN AZIMUTH FOR
 AA2301'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2302 ***********************************************************************
 AA2302  DESIGNATION -  6 16
 AA2302  PID         -  AA2302
 AA2302  STATE/COUNTY-  AL/BULLOCK
 AA2302  USGS QUAD   -  FITZPATRICK (1979)
 AA2302
 AA2302                         *CURRENT SURVEY CONTROL
 AA2302  ___________________________________________________________________
 AA2302* NAD 83(1992)-  32 07 43.03524(N)    085 57 32.45704(W)     ADJUSTED  
 AA2302* NAVD 88     -       120.0    (meters)     394.     (feet)  VERTCON   
 AA2302  ___________________________________________________________________
 AA2302  X           -     381,000.768 (meters)                     COMP
 AA2302  Y           -  -5,393,123.936 (meters)                     COMP
 AA2302  Z           -   3,372,567.553 (meters)                     COMP
 AA2302  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AA2302  ELLIP HEIGHT-          92.74  (meters)          (07/29/02) GPS OBS
 AA2302  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 AA2302
 AA2302  HORZ ORDER  -  FIRST
 AA2302  ELLP ORDER  -  FOURTH    CLASS I
 AA2302
 AA2302.The horizontal coordinates were established by GPS observations
 AA2302.and adjusted by the National Geodetic Survey in November 1994..
 AA2302
 AA2302.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2302.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2302
 AA2302.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2302
 AA2302.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2302
 AA2302.The ellipsoidal height was determined by GPS observations
 AA2302.and is referenced to NAD 83.
 AA2302
 AA2302.The geoid height was determined by GEOID03.
 AA2302
 AA2302;                    North         East     Units Scale Factor Converg.
 AA2302;SPC AL E     -   180,572.902   188,140.944   MT  0.99996173   -0 04 00.6
 AA2302;UTM  16      - 3,555,166.911   598,191.373   MT  0.99971890   +0 33 13.2
 AA2302
 AA2302!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2302!SPC AL E     -   0.99998544  x   0.99996173  =   0.99994717
 AA2302!UTM  16      -   0.99998544  x   0.99971890  =   0.99970434
 AA2302
 AA2302:                Primary Azimuth Mark                     Grid Az
 AA2302:SPC AL E     -  6 15                                     106 14 41.1
 AA2302:UTM  16      -  6 15                                     105 37 27.3
 AA2302
 AA2302|---------------------------------------------------------------------|
 AA2302| PID    Reference Object                     Distance      Geod. Az  |
 AA2302|                                                           dddmmss.s |
 AA2302| AA2301 6 15                                445.214 METERS 1061040.5 |
 AA2302|---------------------------------------------------------------------|
 AA2302
 AA2302                          SUPERSEDED SURVEY CONTROL
 AA2302
 AA2302  ELLIP H (11/30/94)   92.81   (m)                       GP(       ) 4 1
 AA2302  NGVD 29 (11/30/94)  120.0    (m)          394.     (f) GPS OBS        
 AA2302
 AA2302.Superseded values are not recommended for survey control.
 AA2302.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2302.See file dsdata.txt to determine how the superseded data were derived.
 AA2302
 AA2302_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9819155167(NAD 83)
 AA2302_MARKER: DD = SURVEY DISK
 AA2302_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2302_SP_SET: CONCRETE POST
 AA2302_STAMPING: 6-16 1992
 AA2302_MARK LOGO: ALHD  
 AA2302_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2302_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2302+STABILITY: SURFACE MOTION
 AA2302_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2302+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2302
 AA2302  HISTORY     - Date     Condition        Report By
 AA2302  HISTORY     - 1992     MONUMENTED       ALHD
 AA2302
 AA2302                          STATION DESCRIPTION
 AA2302
 AA2302'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2302'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2302'U.S. 82, ABOUT 8.30 MI (13.36 KM) SOUTH OF MITCHELL AND ABOUT 3.10 MI
 AA2302'(4.99 KM) SOUTHWEST OF FITZPATRICK. TO REACH THE STATION FROM THE
 AA2302'JUNCTION OF U.S. 82 AND ALA 110, (MILE POST 196.25 ON U.S. 82 AND MILE
 AA2302'POST 40.70 ON ALA 110) WEST OF UNION SPRINGS, DRIVE WESTERLY ON U.S.
 AA2302'82 FOR 13.85 MI (22.29 KM) TO MILE POST 182.40 AND THE STATION ON THE
 AA2302'LEFT. THE STATION IS 29.5 FT (9.0 M) NORTH-NORTHEAST OF THE CENTER OF
 AA2302'A GRAVEL ROAD, 43.1 FT (13.1 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 AA2302'U.S. 82, 108.0 FT (32.9 M) EAST-SOUTHEAST OF THE CENTER OF A GRAVEL
 AA2302'DRIVEWAY, 132.0 FT (40.2 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL
 AA2302'NO. B 57, 1.5 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST, AND
 AA2302'SET FLUSH WITH THE GROUND. STATION 6-15 1992 MAY BE USED AS AN AZIMUTH
 AA2302'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2303 ***********************************************************************
 AA2303  DESIGNATION -  6 17
 AA2303  PID         -  AA2303
 AA2303  STATE/COUNTY-  AL/BULLOCK
 AA2303  USGS QUAD   -  FITZPATRICK (1979)
 AA2303
 AA2303                         *CURRENT SURVEY CONTROL
 AA2303  ___________________________________________________________________
 AA2303* NAD 83(1992)-  32 11 39.29935(N)    085 58 26.40254(W)     ADJUSTED  
 AA2303* NAVD 88     -        89.4    (meters)     293.     (feet)  VERTCON   
 AA2303  ___________________________________________________________________
 AA2303  X           -     379,316.444 (meters)                     COMP
 AA2303  Y           -  -5,389,332.961 (meters)                     COMP
 AA2303  Z           -   3,378,712.042 (meters)                     COMP
 AA2303  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AA2303  ELLIP HEIGHT-          61.89  (meters)          (07/29/02) GPS OBS
 AA2303  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA2303
 AA2303  HORZ ORDER  -  FIRST
 AA2303  ELLP ORDER  -  FOURTH    CLASS I
 AA2303
 AA2303.The horizontal coordinates were established by GPS observations
 AA2303.and adjusted by the National Geodetic Survey in November 1994..
 AA2303
 AA2303.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2303.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2303
 AA2303.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2303
 AA2303.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2303
 AA2303.The ellipsoidal height was determined by GPS observations
 AA2303.and is referenced to NAD 83.
 AA2303
 AA2303.The geoid height was determined by GEOID03.
 AA2303
 AA2303;                    North         East     Units Scale Factor Converg.
 AA2303;SPC AL E     -   187,851.935   186,736.523   MT  0.99996217   -0 04 29.8
 AA2303;UTM  16      - 3,562,428.516   596,708.496   MT  0.99971533   +0 32 48.1
 AA2303
 AA2303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2303!SPC AL E     -   0.99999028  x   0.99996217  =   0.99995245
 AA2303!UTM  16      -   0.99999028  x   0.99971533  =   0.99970562
 AA2303
 AA2303:                Primary Azimuth Mark                     Grid Az
 AA2303:SPC AL E     -  6 18                                     339 44 19.4
 AA2303:UTM  16      -  6 18                                     339 07 01.5
 AA2303
 AA2303|---------------------------------------------------------------------|
 AA2303| PID    Reference Object                     Distance      Geod. Az  |
 AA2303|                                                           dddmmss.s |
 AA2303| AA2304 6 18                                416.163 METERS 3393949.6 |
 AA2303|---------------------------------------------------------------------|
 AA2303
 AA2303                          SUPERSEDED SURVEY CONTROL
 AA2303
 AA2303  ELLIP H (11/30/94)   61.97   (m)                       GP(       ) 4 1
 AA2303  NGVD 29 (11/30/94)   89.4    (m)          293.     (f) GPS OBS        
 AA2303
 AA2303.Superseded values are not recommended for survey control.
 AA2303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2303.See file dsdata.txt to determine how the superseded data were derived.
 AA2303
 AA2303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9670862429(NAD 83)
 AA2303_MARKER: DD = SURVEY DISK
 AA2303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2303_SP_SET: CONCRETE POST
 AA2303_STAMPING: 6-17 1992
 AA2303_MARK LOGO: ALHD  
 AA2303_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2303+STABILITY: SURFACE MOTION
 AA2303_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2303+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 AA2303
 AA2303  HISTORY     - Date     Condition        Report By
 AA2303  HISTORY     - 1992     MONUMENTED       ALHD
 AA2303  HISTORY     - 19940226 GOOD             MSI
 AA2303
 AA2303                          STATION DESCRIPTION
 AA2303
 AA2303'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2303'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 AA2303'BULLOCK COUNTY ROAD NO. 37, ABOUT 4.30 MI (6.92 KM) SOUTHWEST OF
 AA2303'MITCHELL AND ABOUT 5.20 MI (8.37 KM) WEST OF FITZPATRICK. TO REACH THE
 AA2303'STATION FROM THE JUNCTION OF U.S. 82 AND ALA 110, (MILE POST 196.25 ON
 AA2303'U.S. 82 AND MILE POST 40.70 ON ALA 110) WEST OF UNION SPRINGS, DRIVE
 AA2303'WESTERLY ON U.S. 82 FOR 13.40 MI (21.56 KM) TO MILE POST 182.85 AND
 AA2303'BULLOCK COUNTY ROAD NO. 37 ON THE RIGHT, TURN RIGHT ON BULLOCK COUNTY
 AA2303'ROAD NO. 37 AND DRIVE NORTHERLY FOR 6.50 MI (10.46 KM) TO THE STATION
 AA2303'ON THE LEFT. THE STATION IS 3.2 FT (1.0 M) EAST-NORTHEAST OF A FIVE
 AA2303'STRAND BARBED WIRE FENCE ON WOOD POSTS,  39.0 FT (11.9 M)
 AA2303'WEST-SOUTHWEST OF THE CENTERLINE OF BULLOCK COUNTY ROAD NO. 37, 2.8 FT
 AA2303'(0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2303'GROUND. STATION 6-18 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2303
 AA2303                          STATION RECOVERY (1994)
 AA2303
 AA2303'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 AA2303'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 AA2303'BULLOCK COUNTY ROAD NO. 37, ABOUT 4.30 MI (6.92 KM) SOUTHWEST OF
 AA2303'MITCHELL AND ABOUT 5.20 MI (8.37 KM) WEST OF FITZPATRICK. TO REACH THE
 AA2303'STATION FROM THE JUNCTION OF U.S. 82 AND ALA 110, (MILE POST 196.25 ON
 AA2303'U.S. 82 AND MILE POST 40.70 ON ALA 110) WEST OF UNION SPRINGS, DRIVE
 AA2303'WESTERLY ON U.S. 82 FOR 13.40 MI (21.56 KM) TO MILE POST 182.85 AND
 AA2303'BULLOCK COUNTY ROAD NO. 37 ON THE RIGHT, TURN RIGHT ON BULLOCK COUNTY
 AA2303'ROAD NO. 37 AND DRIVE NORTHERLY FOR 6.50 MI (10.46 KM) TO THE STATION
 AA2303'ON THE LEFT. THE STATION IS 3.2 FT (1.0 M) EAST-NORTHEAST OF A FIVE
 AA2303'STRAND BARBED WIRE FENCE ON WOOD POSTS, 39.0 FT (11.9 M)
 AA2303'WEST-SOUTHWEST OF THE CENTERLINE OF BULLOCK COUNTY ROAD NO. 37, 2.8 FT
 AA2303'(0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2303'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2304 ***********************************************************************
 AA2304  DESIGNATION -  6 18
 AA2304  PID         -  AA2304
 AA2304  STATE/COUNTY-  AL/BULLOCK
 AA2304  USGS QUAD   -  FITZPATRICK (1979)
 AA2304
 AA2304                         *CURRENT SURVEY CONTROL
 AA2304  ___________________________________________________________________
 AA2304* NAD 83(1992)-  32 11 51.96772(N)    085 58 31.92448(W)     ADJUSTED  
 AA2304* NAVD 88     -        93.1    (meters)     305.     (feet)  VERTCON   
 AA2304  ___________________________________________________________________
 AA2304  X           -     379,157.791 (meters)                     COMP
 AA2304  Y           -  -5,389,138.805 (meters)                     COMP
 AA2304  Z           -   3,379,044.219 (meters)                     COMP
 AA2304  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 AA2304  ELLIP HEIGHT-          65.56  (meters)          (07/29/02) GPS OBS
 AA2304  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA2304
 AA2304  HORZ ORDER  -  FIRST
 AA2304  ELLP ORDER  -  FOURTH    CLASS I
 AA2304
 AA2304.The horizontal coordinates were established by GPS observations
 AA2304.and adjusted by the National Geodetic Survey in November 1994..
 AA2304
 AA2304.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2304.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2304
 AA2304.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2304
 AA2304.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2304
 AA2304.The ellipsoidal height was determined by GPS observations
 AA2304.and is referenced to NAD 83.
 AA2304
 AA2304.The geoid height was determined by GEOID03.
 AA2304
 AA2304;                    North         East     Units Scale Factor Converg.
 AA2304;SPC AL E     -   188,242.332   186,592.410   MT  0.99996222   -0 04 32.8
 AA2304;UTM  16      - 3,562,817.230   596,560.193   MT  0.99971498   +0 32 45.3
 AA2304
 AA2304!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2304!SPC AL E     -   0.99998971  x   0.99996222  =   0.99995193
 AA2304!UTM  16      -   0.99998971  x   0.99971498  =   0.99970469
 AA2304
 AA2304:                Primary Azimuth Mark                     Grid Az
 AA2304:SPC AL E     -  6 17                                     159 44 19.4
 AA2304:UTM  16      -  6 17                                     159 07 01.3
 AA2304
 AA2304|---------------------------------------------------------------------|
 AA2304| PID    Reference Object                     Distance      Geod. Az  |
 AA2304|                                                           dddmmss.s |
 AA2304| AA2303 6 17                                416.163 METERS 1593946.6 |
 AA2304|---------------------------------------------------------------------|
 AA2304
 AA2304                          SUPERSEDED SURVEY CONTROL
 AA2304
 AA2304  ELLIP H (11/30/94)   65.64   (m)                       GP(       ) 4 1
 AA2304  NGVD 29 (11/30/94)   93.1    (m)          305.     (f) GPS OBS        
 AA2304
 AA2304.Superseded values are not recommended for survey control.
 AA2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2304.See file dsdata.txt to determine how the superseded data were derived.
 AA2304
 AA2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA9656062817(NAD 83)
 AA2304_MARKER: DD = SURVEY DISK
 AA2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2304_SP_SET: CONCRETE POST
 AA2304_STAMPING: 6-18 1992
 AA2304_MARK LOGO: ALHD  
 AA2304_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2304+STABILITY: SURFACE MOTION
 AA2304_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2304+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2304
 AA2304  HISTORY     - Date     Condition        Report By
 AA2304  HISTORY     - 1992     MONUMENTED       ALHD
 AA2304
 AA2304                          STATION DESCRIPTION
 AA2304
 AA2304'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2304'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 AA2304'BULLOCK COUNTY ROAD NO. 37, ABOUT 4.10 MI (6.60 KM) SOUTHWEST OF
 AA2304'MITCHELL AND ABOUT 5.30 MI (8.53 KM) WEST OF FITZPATRICK. TO REACH THE
 AA2304'STATION FROM THE JUNCTION OF U.S. 82 AND ALA 110, (MILE POST 196.25 ON
 AA2304'U.S. 82 AND MILE POST 40.70 ON ALA 110) WEST OF UNION SPRINGS, DRIVE
 AA2304'WESTERLY ON U.S. 82 FOR 13.40 MI (21.56 KM) TO MILE POST 182.85 AND
 AA2304'BULLOCK COUNTY ROAD NO. 37 ON THE RIGHT, TURN RIGHT ON BULLOCK COUNTY
 AA2304'ROAD NO. 37 AND DRIVE NORTHERLY FOR 6.75 MI (10.86 KM) TO THE STATION
 AA2304'ON THE LEFT. THE STATION IS 2.8 FT (0.9 M) EAST OF A FOUR STRAND
 AA2304'BARBED WIRE FENCE ON STEEL POST, 38.4 FT (11.7 M) WEST-SOUTHWEST OF
 AA2304'THE CENTERLINE OF BULLOCK COUNTY ROAD NO. 37, 2.9 FT (0.9 M) NORTHEAST
 AA2304'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2304'6-17 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2305 ***********************************************************************
 AA2305  DESIGNATION -  6 19
 AA2305  PID         -  AA2305
 AA2305  STATE/COUNTY-  AL/BULLOCK
 AA2305  USGS QUAD   -  ALMERIA (1971)
 AA2305
 AA2305                         *CURRENT SURVEY CONTROL
 AA2305  ___________________________________________________________________
 AA2305* NAD 83(1992)-  32 06 10.54857(N)    085 52 29.28000(W)     ADJUSTED  
 AA2305* NAVD 88     -       113.1    (meters)     371.     (feet)  VERTCON   
 AA2305  ___________________________________________________________________
 AA2305  X           -     389,035.942 (meters)                     COMP
 AA2305  Y           -  -5,394,062.999 (meters)                     COMP
 AA2305  Z           -   3,370,151.042 (meters)                     COMP
 AA2305  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA2305  ELLIP HEIGHT-          85.97  (meters)          (07/29/02) GPS OBS
 AA2305  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AA2305
 AA2305  HORZ ORDER  -  FIRST
 AA2305  ELLP ORDER  -  FOURTH    CLASS I
 AA2305
 AA2305.The horizontal coordinates were established by GPS observations
 AA2305.and adjusted by the National Geodetic Survey in November 1994..
 AA2305
 AA2305.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2305.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2305
 AA2305.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2305
 AA2305.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2305
 AA2305.The ellipsoidal height was determined by GPS observations
 AA2305.and is referenced to NAD 83.
 AA2305
 AA2305.The geoid height was determined by GEOID03.
 AA2305
 AA2305;                    North         East     Units Scale Factor Converg.
 AA2305;SPC AL E     -   177,718.035   196,086.224   MT  0.99996019   -0 01 19.3
 AA2305;UTM  16      - 3,552,398.868   606,165.244   MT  0.99973900   +0 35 52.9
 AA2305
 AA2305!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2305!SPC AL E     -   0.99998650  x   0.99996019  =   0.99994669
 AA2305!UTM  16      -   0.99998650  x   0.99973900  =   0.99972551
 AA2305
 AA2305                          SUPERSEDED SURVEY CONTROL
 AA2305
 AA2305  ELLIP H (11/30/94)   86.04   (m)                       GP(       ) 4 1
 AA2305  NGVD 29 (11/30/94)  113.1    (m)          371.     (f) GPS OBS        
 AA2305
 AA2305.Superseded values are not recommended for survey control.
 AA2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2305.See file dsdata.txt to determine how the superseded data were derived.
 AA2305
 AA2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0616552399(NAD 83)
 AA2305_MARKER: DD = SURVEY DISK
 AA2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2305_SP_SET: CONCRETE POST
 AA2305_STAMPING: 6-19 1992
 AA2305_MARK LOGO: ALHD  
 AA2305_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2305+STABILITY: SURFACE MOTION
 AA2305_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2305+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2305
 AA2305  HISTORY     - Date     Condition        Report By
 AA2305  HISTORY     - 1992     MONUMENTED       ALHD
 AA2305
 AA2305                          STATION DESCRIPTION
 AA2305
 AA2305'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2305'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2305'OF BULLOCK COUNTY ROAD NO. 87, ABOUT 7.60 MI (12.23 KM) SOUTH OF
 AA2305'FITZPATRICK AND ABOUT 9.90 MI (15.93 KM) WEST-SOUTHWEST OF UNION
 AA2305'SPRINGS. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA
 AA2305'110, (MILE POST 196.25 ON U.S. 82 AND MILE POST 40.70 ON ALA 110) WEST
 AA2305'OF UNION SPRINGS, DRIVE WESTERLY ON U.S. 82 FOR 8.25 MI (13.28 KM) TO
 AA2305'MILE POST 188.00 AND BULLOCK COUNTY ROAD NO. 87 ON THE LEFT, TURN LEFT
 AA2305'ON BULLOCK COUNTY ROAD NO. 87 AND DRIVE SOUTH FOR 0.15 MI (0.24 KM) TO
 AA2305'THE STATION ON THE LEFT. THE STATION IS 3.2 FT (1.0 M) NORTHWEST OF A
 AA2305'FOUR STRAND BARBED WIRE FENCE ON WOOD POST, 54.5 FT (16.6 M) SOUTHEAST
 AA2305'OF A JUNCTION U.S. 82 SIGN AND POST, 67.0 FT (20.4 M) SOUTHWEST OF
 AA2305'POWER POLE NO. 61, 70.8 FT (21.6 M) SOUTHEAST OF THE CENTER OF BULLOCK
 AA2305'COUNTY ROAD NO. 87, 3.5 FT (1.1 M) NORTHWEST OF A CARSONITE WITNESS
 AA2305'POST, AND SET FLUSH WITH THE GROUND. STATION 6-20 1992 MAY BE USED AS
 AA2305'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2391 ***********************************************************************
 CM2391  DESIGNATION -  6 2
 CM2391  PID         -  CM2391
 CM2391  STATE/COUNTY-  AL/BULLOCK
 CM2391  USGS QUAD   -  ROBA (1984)
 CM2391
 CM2391                         *CURRENT SURVEY CONTROL
 CM2391  ___________________________________________________________________
 CM2391* NAD 83(1992)-  32 08 19.97200(N)    085 35 40.44245(W)     ADJUSTED  
 CM2391* NAVD 88     -       181.5    (meters)     595.     (feet)  VERTCON   
 CM2391  ___________________________________________________________________
 CM2391  X           -     415,255.092 (meters)                     COMP
 CM2391  Y           -  -5,390,040.219 (meters)                     COMP
 CM2391  Z           -   3,373,563.933 (meters)                     COMP
 CM2391  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 CM2391  ELLIP HEIGHT-         154.61  (meters)          (07/29/02) GPS OBS
 CM2391  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 CM2391
 CM2391  HORZ ORDER  -  FIRST
 CM2391  ELLP ORDER  -  FOURTH    CLASS I
 CM2391
 CM2391.The horizontal coordinates were established by GPS observations
 CM2391.and adjusted by the National Geodetic Survey in December 1992..
 CM2391
 CM2391.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2391.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2391
 CM2391.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2391
 CM2391.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2391
 CM2391.The ellipsoidal height was determined by GPS observations
 CM2391.and is referenced to NAD 83.
 CM2391
 CM2391.The geoid height was determined by GEOID03.
 CM2391
 CM2391;                    North         East     Units Scale Factor Converg.
 CM2391;SPC AL E     -   181,728.655   222,526.801   MT  0.99996626   +0 07 37.3
 CM2391;UTM  16      - 3,556,694.753   632,555.950   MT  0.99981669   +0 44 51.9
 CM2391
 CM2391!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2391!SPC AL E     -   0.99997572  x   0.99996626  =   0.99994199
 CM2391!UTM  16      -   0.99997572  x   0.99981669  =   0.99979242
 CM2391
 CM2391:                Primary Azimuth Mark                     Grid Az
 CM2391:SPC AL E     -  6 1                                      250 51 45.6
 CM2391:UTM  16      -  6 1                                      250 14 31.0
 CM2391
 CM2391|---------------------------------------------------------------------|
 CM2391| PID    Reference Object                     Distance      Geod. Az  |
 CM2391|                                                           dddmmss.s |
 CM2391| CM2390 6 1                                 APPROX. 0.5 KM 2505922.9 |
 CM2391|---------------------------------------------------------------------|
 CM2391
 CM2391                          SUPERSEDED SURVEY CONTROL
 CM2391
 CM2391  ELLIP H (12/04/92)  154.64   (m)                       GP(       ) 4 1
 CM2391  NAD 83(1986)-  32 08 19.98018(N)    085 35 40.43923(W) AD(       ) 1
 CM2391  NGVD 29 (12/04/92)  181.5    (m)          595.     (f) GPS OBS        
 CM2391
 CM2391.Superseded values are not recommended for survey control.
 CM2391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2391.See file dsdata.txt to determine how the superseded data were derived.
 CM2391
 CM2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3255656695(NAD 83)
 CM2391_MARKER: DD = SURVEY DISK
 CM2391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2391_SP_SET: CONCRETE POST
 CM2391_STAMPING: 6 - 2 1989
 CM2391_MARK LOGO: ALHD  
 CM2391_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 CM2391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2391+STABILITY: SURFACE MOTION
 CM2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2391+SATELLITE: SATELLITE OBSERVATIONS - 1989
 CM2391
 CM2391  HISTORY     - Date     Condition        Report By
 CM2391  HISTORY     - 1989     MONUMENTED       ALHD
 CM2391
 CM2391                          STATION DESCRIPTION
 CM2391
 CM2391'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2391'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CM2391'OF ALABAMA HIGHWAY 51, ABOUT 10.94 KM (6.80 MI) EAST OF UNION SPRINGS
 CM2391'AND ABOUT 11.27 KM (7.00 MI) NORTHWEST OF MIDWAY.
 CM2391'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 82 AND ALABAMA
 CM2391'HIGHWAY 51, AT MILE POST 206.25 ON U. S. 82, GO NORTHEAST ON ALABAMA
 CM2391'51 FOR 0.48 KM (0.30 MI) TO MILE POST 72.00 AND THE STATION ON THE
 CM2391'RIGHT NEAR THE TOP OF THE BACKSLOPE.
 CM2391'THE STATION IS 17.37 M (57.0 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 CM2391'ALABAMA 51, 1.16 M (3.8 FT) NORTH-NORTHWEST OF A FOUR STRAND BARBED
 CM2391'WIRE FENCE ON TREATED WOOD POSTS, 23.77 M (78.0 FT) SOUTH OF POWER
 CM2391'POLE NO. 35 ACROSS ALABAMA 51, 8.84 M (29.0 FT) SOUTHWEST OF MILE POST
 CM2391'72, 19.20 M (63.0 FT) NORTHEAST OF THE NORTHEAST ONE OF TWO CROSS TIE
 CM2391'BRACE FENCE POSTS, 1.16 M (3.8 FT) NORTH-NORTHWEST OF A CARSONITE
 CM2391'WITNESS POST, AND 0.30 M (1.0 FT) WEST OF A 5/8 INCH REBAR DRIVEN
 CM2391'FLUSH WITH THE GROUND.
 CM2391'STATION 6 - 1 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2306 ***********************************************************************
 AA2306  DESIGNATION -  6 20
 AA2306  PID         -  AA2306
 AA2306  STATE/COUNTY-  AL/BULLOCK
 AA2306  USGS QUAD   -  CHINA GROVE (1979)
 AA2306
 AA2306                         *CURRENT SURVEY CONTROL
 AA2306  ___________________________________________________________________
 AA2306* NAD 83(1992)-  32 05 51.94973(N)    085 52 38.09557(W)     ADJUSTED  
 AA2306* NAVD 88     -       114.5    (meters)     376.     (feet)  VERTCON   
 AA2306  ___________________________________________________________________
 AA2306  X           -     388,827.376 (meters)                     COMP
 AA2306  Y           -  -5,394,384.447 (meters)                     COMP
 AA2306  Z           -   3,369,666.469 (meters)                     COMP
 AA2306  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 AA2306  ELLIP HEIGHT-          87.36  (meters)          (07/29/02) GPS OBS
 AA2306  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AA2306
 AA2306  HORZ ORDER  -  FIRST
 AA2306  ELLP ORDER  -  FOURTH    CLASS I
 AA2306
 AA2306.The horizontal coordinates were established by GPS observations
 AA2306.and adjusted by the National Geodetic Survey in November 1994..
 AA2306
 AA2306.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2306.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2306
 AA2306.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2306
 AA2306.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2306
 AA2306.The ellipsoidal height was determined by GPS observations
 AA2306.and is referenced to NAD 83.
 AA2306
 AA2306.The geoid height was determined by GEOID03.
 AA2306
 AA2306;                    North         East     Units Scale Factor Converg.
 AA2306;SPC AL E     -   177,145.260   195,854.867   MT  0.99996021   -0 01 24.0
 AA2306;UTM  16      - 3,551,823.751   605,940.148   MT  0.99973841   +0 35 47.9
 AA2306
 AA2306!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2306!SPC AL E     -   0.99998628  x   0.99996021  =   0.99994649
 AA2306!UTM  16      -   0.99998628  x   0.99973841  =   0.99972470
 AA2306
 AA2306                          SUPERSEDED SURVEY CONTROL
 AA2306
 AA2306  ELLIP H (11/30/94)   87.43   (m)                       GP(       ) 4 1
 AA2306  NGVD 29 (11/30/94)  114.5    (m)          376.     (f) GPS OBS        
 AA2306
 AA2306.Superseded values are not recommended for survey control.
 AA2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2306.See file dsdata.txt to determine how the superseded data were derived.
 AA2306
 AA2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0594051824(NAD 83)
 AA2306_MARKER: DD = SURVEY DISK
 AA2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2306_SP_SET: CONCRETE POST
 AA2306_STAMPING: 6-20 1992
 AA2306_MARK LOGO: ALHD  
 AA2306_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2306+STABILITY: SURFACE MOTION
 AA2306_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2306+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2306
 AA2306  HISTORY     - Date     Condition        Report By
 AA2306  HISTORY     - 1992     MONUMENTED       ALHD
 AA2306
 AA2306                          STATION DESCRIPTION
 AA2306
 AA2306'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2306'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 AA2306'BULLOCK COUNTY ROAD NO. 87, ABOUT 7.80 MI (12.55 KM) SOUTH OF
 AA2306'FITZPATRICK AND ABOUT 10.30 MI (16.58 KM) WEST-SOUTHWEST OF UNION
 AA2306'SPRINGS. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA
 AA2306'110, (MILE POST 196.25 ON U.S. 82 AND MILE POST 40.70 ON ALA 110) WEST
 AA2306'OF UNION SPRINGS, DRIVE WESTERLY ON U.S. 82 FOR 8.25 MI (13.28 KM) TO
 AA2306'MILE POST 188.00 AND BULLOCK COUNTY ROAD NO. 87 ON THE LEFT, TURN LEFT
 AA2306'ON BULLOCK COUNTY ROAD NO. 87 AND DRIVE SOUTH FOR 0.55 MI (0.89 KM) TO
 AA2306'THE STATION ON THE RIGHT. THE STATION IS 28.0 FT (8.5 M) WEST OF THE
 AA2306'CENTER OF BULLOCK COUNTY ROAD NO. 87, 57.5 FT (17.5 M) SOUTH OF THE
 AA2306'SOUTHEAST CORNER OF A VACANT UNPAINTED WOOD FRAME HOUSE, 67.7 FT (20.6
 AA2306'M) NORTH-NORTHWEST OF A METEL DANGER WATER VAVLE SIGN AND POST, 113.0
 AA2306'FT (34.4 M) NORTH OF THE END OF THE PAVEMENT ON BULLOCK COUNTY ROAD
 AA2306'NO. 87, 1.5 FT (0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2306'WITH THE GROUND. STATION 6-19 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2306'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2307 ***********************************************************************
 AA2307  DESIGNATION -  6 21
 AA2307  PID         -  AA2307
 AA2307  STATE/COUNTY-  AL/BULLOCK
 AA2307  USGS QUAD   -  ABERFOIL (1973)
 AA2307
 AA2307                         *CURRENT SURVEY CONTROL
 AA2307  ___________________________________________________________________
 AA2307* NAD 83(1992)-  32 03 08.69492(N)    085 38 35.82204(W)     ADJUSTED  
 AA2307* NAVD 88     -       140.8    (meters)     462.     (feet)  VERTCON   
 AA2307  ___________________________________________________________________
 AA2307  X           -     411,056.388 (meters)                     COMP
 AA2307  Y           -  -5,395,436.940 (meters)                     COMP
 AA2307  Z           -   3,365,419.562 (meters)                     COMP
 AA2307  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 AA2307  ELLIP HEIGHT-         114.05  (meters)          (07/29/02) GPS OBS
 AA2307  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AA2307
 AA2307  HORZ ORDER  -  FIRST
 AA2307  ELLP ORDER  -  FOURTH    CLASS I
 AA2307
 AA2307.The horizontal coordinates were established by GPS observations
 AA2307.and adjusted by the National Geodetic Survey in November 1994..
 AA2307
 AA2307.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2307.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2307
 AA2307.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2307
 AA2307.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2307
 AA2307.The ellipsoidal height was determined by GPS observations
 AA2307.and is referenced to NAD 83.
 AA2307
 AA2307.The geoid height was determined by GEOID03.
 AA2307
 AA2307;                    North         East     Units Scale Factor Converg.
 AA2307;SPC AL E     -   172,131.797   217,947.441   MT  0.99996397   +0 06 03.1
 AA2307;UTM  16      - 3,547,050.407   628,081.399   MT  0.99980231   +0 43 12.4
 AA2307
 AA2307!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2307!SPC AL E     -   0.99998209  x   0.99996397  =   0.99994606
 AA2307!UTM  16      -   0.99998209  x   0.99980231  =   0.99978441
 AA2307
 AA2307:                Primary Azimuth Mark                     Grid Az
 AA2307:SPC AL E     -  6 22                                     342 30 49.4
 AA2307:UTM  16      -  6 22                                     341 53 40.1
 AA2307
 AA2307|---------------------------------------------------------------------|
 AA2307| PID    Reference Object                     Distance      Geod. Az  |
 AA2307|                                                           dddmmss.s |
 AA2307| AA2308 6 22                                APPROX. 0.5 KM 3423652.5 |
 AA2307|---------------------------------------------------------------------|
 AA2307
 AA2307                          SUPERSEDED SURVEY CONTROL
 AA2307
 AA2307  ELLIP H (11/30/94)  114.08   (m)                       GP(       ) 4 1
 AA2307  NGVD 29 (11/30/94)  140.8    (m)          462.     (f) GPS OBS        
 AA2307
 AA2307.Superseded values are not recommended for survey control.
 AA2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2307.See file dsdata.txt to determine how the superseded data were derived.
 AA2307
 AA2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2808147050(NAD 83)
 AA2307_MARKER: DD = SURVEY DISK
 AA2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2307_SP_SET: CONCRETE POST
 AA2307_STAMPING: 6-21 1992
 AA2307_MARK LOGO: ALHD  
 AA2307_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2307+STABILITY: SURFACE MOTION
 AA2307_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2307+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2307
 AA2307  HISTORY     - Date     Condition        Report By
 AA2307  HISTORY     - 1992     MONUMENTED       ALHD
 AA2307
 AA2307                          STATION DESCRIPTION
 AA2307
 AA2307'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2307'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 AA2307'BULLOCK COUNTY ROAD NO. 61, ABOUT 7.50 MI (12.07 KM) WEST OF MIDWAY
 AA2307'AND ABOUT 7.70 MI (12.39 KM) SOUTHEAST OF UNION SPRINGS. TO REACH THE
 AA2307'STATION FROM THE JUNCTION OF U.S. 29 AND ALA 239 (MILE POST 138.50 ON
 AA2307'U.S. 29 AND MILE POST 22.35 ON ALA 239) SOUTH OF UNION SPRINGS, DRIVE
 AA2307'SOUTHEAST ON ALA 239 FOR 1.40 MI (2.25 KM) TO MILE POST 20.95 AND
 AA2307'BULLOCK COUNTY ROAD NO. 31 ON THE LEFT, TURN LEFT ON BULLOCK COUNTY
 AA2307'ROAD NO. 31 AND DRIVE SOUTHEAST FOR 2.05 MI (3.30 KM) TO BULLOCK
 AA2307'COUNTY ROAD NO. 61 ON THE LEFT, TURN LEFT ON BULLOCK COUNTY ROAD NO.
 AA2307'61 AND DRIVE NORTH FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.
 AA2307'THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 AA2307'ON WOOD POSTS, 37.8 FT (11.5 M) EAST OF THE CENTERLINE OF BULLOCK
 AA2307'COUNTY ROAD NO. 61, 49.6 FT (15.1 M) NORTH OF A POWER POLE, 3.2 FT
 AA2307'(1.0 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2307'GROUND. STATION 6-22 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2308 ***********************************************************************
 AA2308  DESIGNATION -  6 22
 AA2308  PID         -  AA2308
 AA2308  STATE/COUNTY-  AL/BULLOCK
 AA2308  USGS QUAD   -  ABERFOIL (1973)
 AA2308
 AA2308                         *CURRENT SURVEY CONTROL
 AA2308  ___________________________________________________________________
 AA2308* NAD 83(1992)-  32 03 25.52120(N)    085 38 42.00829(W)     ADJUSTED  
 AA2308* NAVD 88     -       140.3    (meters)     460.     (feet)  VERTCON   
 AA2308  ___________________________________________________________________
 AA2308  X           -     410,873.648 (meters)                     COMP
 AA2308  Y           -  -5,395,174.563 (meters)                     COMP
 AA2308  Z           -   3,365,858.573 (meters)                     COMP
 AA2308  LAPLACE CORR-           1.81  (seconds)                    DEFLEC99
 AA2308  ELLIP HEIGHT-         113.55  (meters)          (07/29/02) GPS OBS
 AA2308  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AA2308
 AA2308  HORZ ORDER  -  FIRST
 AA2308  ELLP ORDER  -  FOURTH    CLASS I
 AA2308
 AA2308.The horizontal coordinates were established by GPS observations
 AA2308.and adjusted by the National Geodetic Survey in November 1994..
 AA2308
 AA2308.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2308.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2308
 AA2308.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2308
 AA2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2308
 AA2308.The ellipsoidal height was determined by GPS observations
 AA2308.and is referenced to NAD 83.
 AA2308
 AA2308.The geoid height was determined by GEOID03.
 AA2308
 AA2308;                    North         East     Units Scale Factor Converg.
 AA2308;SPC AL E     -   172,649.779   217,784.258   MT  0.99996390   +0 05 59.9
 AA2308;UTM  16      - 3,547,566.511   627,912.655   MT  0.99980178   +0 43 09.4
 AA2308
 AA2308!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2308!SPC AL E     -   0.99998217  x   0.99996390  =   0.99994607
 AA2308!UTM  16      -   0.99998217  x   0.99980178  =   0.99978395
 AA2308
 AA2308:                Primary Azimuth Mark                     Grid Az
 AA2308:SPC AL E     -  6 21                                     162 30 49.3
 AA2308:UTM  16      -  6 21                                     161 53 39.8
 AA2308
 AA2308|---------------------------------------------------------------------|
 AA2308| PID    Reference Object                     Distance      Geod. Az  |
 AA2308|                                                           dddmmss.s |
 AA2308| AA2307 6 21                                APPROX. 0.5 KM 1623649.2 |
 AA2308|---------------------------------------------------------------------|
 AA2308
 AA2308                          SUPERSEDED SURVEY CONTROL
 AA2308
 AA2308  ELLIP H (11/30/94)  113.58   (m)                       GP(       ) 4 1
 AA2308  NGVD 29 (11/30/94)  140.3    (m)          460.     (f) GPS OBS        
 AA2308
 AA2308.Superseded values are not recommended for survey control.
 AA2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2308.See file dsdata.txt to determine how the superseded data were derived.
 AA2308
 AA2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2791347567(NAD 83)
 AA2308_MARKER: DD = SURVEY DISK
 AA2308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2308_SP_SET: CONCRETE POST
 AA2308_STAMPING: 6-22 1992
 AA2308_MARK LOGO: ALHD  
 AA2308_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2308+STABILITY: SURFACE MOTION
 AA2308_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2308+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2308
 AA2308  HISTORY     - Date     Condition        Report By
 AA2308  HISTORY     - 1992     MONUMENTED       ALHD
 AA2308
 AA2308                          STATION DESCRIPTION
 AA2308
 AA2308'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2308'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 AA2308'BULLOCK COUNTY ROAD NO. 61, ABOUT 7.75 MI (12.47 KM) WEST OF MIDWAY
 AA2308'AND ABOUT 7.20 MI (11.59 KM) SOUTHEAST OF UNION SPRINGS. TO REACH THE
 AA2308'STATION FROM THE JUNCTION OF U.S. 29 AND ALA 239 (MILE POST 138.50 ON
 AA2308'U.S. 29 AND MILE POST 22.35 ON ALA 239) SOUTH OF UNION SPRINGS, DRIVE
 AA2308'SOUTHEAST ON ALA 239 FOR 1.40 MI (2.25 KM) TO MILE POST 20.95AND
 AA2308'BULLOCK COUNTY ROAD NO. 31 ON THE LEFT, TURN LEFT ON BULLOCK COUNTY
 AA2308'ROAD NO. 31 AND DRIVE SOUTHEAST FOR 2.05 MI (3.30 KM) TO BULLOCK
 AA2308'COUNTY ROAD NO. 61 ON THE LEFT, TURN LEFT ON BULLOCK COUNTY ROAD NO.
 AA2308'61 AND DRIVE NORTH FOR 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT.
 AA2308'THE STATION IS 38.8 FT (11.8 M) WEST OF THE CENTERLINE OF BULLOCK
 AA2308'COUNTY ROAD NO. 61, 86.5 FT (26.4 M) WEST-SOUTHWEST OF JUNCTION
 AA2308'TRANSFORMER POWER POLE NO. 6 52 50, 1.8 FT (0.5 M) NORTHEAST OF A
 AA2308'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-21
 AA2308'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2309 ***********************************************************************
 AA2309  DESIGNATION -  6 23
 AA2309  PID         -  AA2309
 AA2309  STATE/COUNTY-  AL/BULLOCK
 AA2309  USGS QUAD   -  MIDWAY (1973)
 AA2309
 AA2309                         *CURRENT SURVEY CONTROL
 AA2309  ___________________________________________________________________
 AA2309* NAD 83(1992)-  32 05 36.71526(N)    085 33 20.20419(W)     ADJUSTED  
 AA2309* NAVD 88     -       150.0    (meters)     492.     (feet)  VERTCON   
 AA2309  ___________________________________________________________________
 AA2309  X           -     419,124.768 (meters)                     COMP
 AA2309  Y           -  -5,392,395.610 (meters)                     COMP
 AA2309  Z           -   3,369,287.979 (meters)                     COMP
 AA2309  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 AA2309  ELLIP HEIGHT-         123.22  (meters)          (07/29/02) GPS OBS
 AA2309  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AA2309
 AA2309  HORZ ORDER  -  FIRST
 AA2309  ELLP ORDER  -  FOURTH    CLASS I
 AA2309
 AA2309.The horizontal coordinates were established by GPS observations
 AA2309.and adjusted by the National Geodetic Survey in November 1994..
 AA2309
 AA2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2309
 AA2309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2309
 AA2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2309
 AA2309.The ellipsoidal height was determined by GPS observations
 AA2309.and is referenced to NAD 83.
 AA2309
 AA2309.The geoid height was determined by GEOID03.
 AA2309
 AA2309;                    North         East     Units Scale Factor Converg.
 AA2309;SPC AL E     -   176,708.934   226,215.057   MT  0.99996847   +0 08 51.2
 AA2309;UTM  16      - 3,551,715.979   636,297.798   MT  0.99982910   +0 46 03.1
 AA2309
 AA2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2309!SPC AL E     -   0.99998065  x   0.99996847  =   0.99994912
 AA2309!UTM  16      -   0.99998065  x   0.99982910  =   0.99980976
 AA2309
 AA2309                          SUPERSEDED SURVEY CONTROL
 AA2309
 AA2309  ELLIP H (11/30/94)  123.27   (m)                       GP(       ) 4 1
 AA2309  NGVD 29 (11/30/94)  149.9    (m)          492.     (f) GPS OBS        
 AA2309
 AA2309.Superseded values are not recommended for survey control.
 AA2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2309.See file dsdata.txt to determine how the superseded data were derived.
 AA2309
 AA2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3629851716(NAD 83)
 AA2309_MARKER: DD = SURVEY DISK
 AA2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2309_SP_SET: CONCRETE POST
 AA2309_STAMPING: 6-23 1992
 AA2309_MARK LOGO: ALHD  
 AA2309_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2309+STABILITY: SURFACE MOTION
 AA2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2309+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2309
 AA2309  HISTORY     - Date     Condition        Report By
 AA2309  HISTORY     - 1992     MONUMENTED       ALHD
 AA2309
 AA2309                          STATION DESCRIPTION
 AA2309
 AA2309'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2309'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2309'U.S. 82, ABOUT 2.50 MI (4.02 KM) NORTHWEST OF MIDWAY AND ABOUT 9.95 MI
 AA2309'(16.01 KM) SOUTHEAST OF UNION SPRINGS. TO REACH THE STATION FROM THE
 AA2309'JUNCTION OF U.S. 82, ALA 51 SOUTH AND BULLOCK COUNTY ROAD NO. 47, AT A
 AA2309'CAUTION LIGHT IN MIDWAY, (MILE POST 213.00 ON U.S. 82 AND MILE POST
 AA2309'65.05 ON ALA 51), DRIVE NORTHWEST ON U.S. 82 FOR 2.55 MI (4.10 KM) TO
 AA2309'MILE POST 210.40 AND THE STATION ON THE RIGHT. THE STATION IS 3.0 FT
 AA2309'(0.9 M) SOUTH-SOUTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON STEEL
 AA2309'POST, 60.6 FT (18.5 M) NORTH-NORTHEAST OF THE CENTERLINE OF U.S. 82,
 AA2309'129.5 FT (39.5 M) EAST-SOUTHEAST OF A POWER POLE, 3.3 FT (1.0 M)
 AA2309'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2309'STATION 6-24 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2310 ***********************************************************************
 AA2310  DESIGNATION -  6 24
 AA2310  PID         -  AA2310
 AA2310  STATE/COUNTY-  AL/BULLOCK
 AA2310  USGS QUAD   -  MIDWAY (1973)
 AA2310
 AA2310                         *CURRENT SURVEY CONTROL
 AA2310  ___________________________________________________________________
 AA2310* NAD 83(1992)-  32 05 24.95749(N)    085 32 58.46929(W)     ADJUSTED  
 AA2310* NAVD 88     -       155.5    (meters)     510.     (feet)  VERTCON   
 AA2310  ___________________________________________________________________
 AA2310  X           -     419,708.279 (meters)                     COMP
 AA2310  Y           -  -5,392,547.947 (meters)                     COMP
 AA2310  Z           -   3,368,984.100 (meters)                     COMP
 AA2310  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 AA2310  ELLIP HEIGHT-         128.78  (meters)          (07/29/02) GPS OBS
 AA2310  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 AA2310
 AA2310  HORZ ORDER  -  FIRST
 AA2310  ELLP ORDER  -  FOURTH    CLASS I
 AA2310
 AA2310.The horizontal coordinates were established by GPS observations
 AA2310.and adjusted by the National Geodetic Survey in November 1994..
 AA2310
 AA2310.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2310.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2310
 AA2310.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2310
 AA2310.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2310
 AA2310.The ellipsoidal height was determined by GPS observations
 AA2310.and is referenced to NAD 83.
 AA2310
 AA2310.The geoid height was determined by GEOID03.
 AA2310
 AA2310;                    North         East     Units Scale Factor Converg.
 AA2310;SPC AL E     -   176,348.263   226,785.910   MT  0.99996884   +0 09 02.7
 AA2310;UTM  16      - 3,551,361.555   636,872.440   MT  0.99983104   +0 46 14.4
 AA2310
 AA2310!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2310!SPC AL E     -   0.99997978  x   0.99996884  =   0.99994862
 AA2310!UTM  16      -   0.99997978  x   0.99983104  =   0.99981082
 AA2310
 AA2310                          SUPERSEDED SURVEY CONTROL
 AA2310
 AA2310  ELLIP H (11/30/94)  128.83   (m)                       GP(       ) 4 1
 AA2310  NGVD 29 (11/30/94)  155.5    (m)          510.     (f) GPS OBS        
 AA2310
 AA2310.Superseded values are not recommended for survey control.
 AA2310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2310.See file dsdata.txt to determine how the superseded data were derived.
 AA2310
 AA2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3687251362(NAD 83)
 AA2310_MARKER: DD = SURVEY DISK
 AA2310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2310_SP_SET: CONCRETE POST
 AA2310_STAMPING: 6-24 1992
 AA2310_MARK LOGO: ALHD  
 AA2310_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2310+STABILITY: SURFACE MOTION
 AA2310_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2310+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2310
 AA2310  HISTORY     - Date     Condition        Report By
 AA2310  HISTORY     - 1992     MONUMENTED       ALHD
 AA2310
 AA2310                          STATION DESCRIPTION
 AA2310
 AA2310'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2310'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2310'OF U.S. 82, ABOUT 2.10 MI (3.38 KM) NORTHWEST OF MIDWAY AND ABOUT
 AA2310'10.35 MI (16.66 KM) SOUTHEAST OF UNION SPRINGS. TO REACH THE STATION
 AA2310'FROM THE JUNCTION OF U.S. 82, ALA 51 SOUTH AND BULLOCK COUNTY ROAD NO.
 AA2310'47, AT A CAUTION LIGHT IN MIDWAY, (MILE POST 213.00 ON U.S. 82 AND
 AA2310'MILE POST 65.05 ON ALA 51), DRIVE NORTHWEST ON U.S. 82 FOR 2.15 MI
 AA2310'(3.46 KM) TO MILE POST 210.80 AND THE STATION ON THE RIGHT. THE
 AA2310'STATION IS 3.3 FT (1.0 M) SOUTHWEST OF A HOG WIRE FENCE ON WOOD POST
 AA2310'WITH ONE STRAND OF BARBED WIRE, 58.2 FT (17.7 M) NORTHEAST OF THE
 AA2310'CENTERLINE OF U.S. 82, 138.3 FT (42.2 M) SOUTHEAST OF A POWER POLE,
 AA2310'169.3 FT (51.6 M) NORTHWEST OF A JUNCTION TRANSFORMER POWER POLE WITH
 AA2310'A SECURITY LIGHT, 3.2 FT (1.0 M) SOUTHWEST OF A CARSONITE WITNESS
 AA2310'POST, AND SET FLUSH WITH THE GROUND. STATION 6-23 1992 MAY BE USED AS
 AA2310'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2311 ***********************************************************************
 AA2311  DESIGNATION -  6 25
 AA2311  PID         -  AA2311
 AA2311  STATE/COUNTY-  AL/BULLOCK
 AA2311  USGS QUAD   -  ROBA (1984)
 AA2311
 AA2311                         *CURRENT SURVEY CONTROL
 AA2311  ___________________________________________________________________
 AA2311* NAD 83(1992)-  32 12 10.28414(N)    085 35 28.88347(W)     ADJUSTED  
 AA2311* NAVD 88     -       132.8    (meters)     436.     (feet)  VERTCON   
 AA2311  ___________________________________________________________________
 AA2311  X           -     415,263.595 (meters)                     COMP
 AA2311  Y           -  -5,386,209.402 (meters)                     COMP
 AA2311  Z           -   3,379,542.997 (meters)                     COMP
 AA2311  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 AA2311  ELLIP HEIGHT-         105.63  (meters)          (07/29/02) GPS OBS
 AA2311  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AA2311
 AA2311  HORZ ORDER  -  FIRST
 AA2311  ELLP ORDER  -  FOURTH    CLASS I
 AA2311
 AA2311.The horizontal coordinates were established by GPS observations
 AA2311.and adjusted by the National Geodetic Survey in November 1994..
 AA2311
 AA2311.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2311.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2311
 AA2311.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2311
 AA2311.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2311
 AA2311.The ellipsoidal height was determined by GPS observations
 AA2311.and is referenced to NAD 83.
 AA2311
 AA2311.The geoid height was determined by GEOID03.
 AA2311
 AA2311;                    North         East     Units Scale Factor Converg.
 AA2311;SPC AL E     -   188,823.316   222,813.781   MT  0.99996642   +0 07 44.2
 AA2311;UTM  16      - 3,563,791.049   632,765.951   MT  0.99981737   +0 45 02.9
 AA2311
 AA2311!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2311!SPC AL E     -   0.99998341  x   0.99996642  =   0.99994984
 AA2311!UTM  16      -   0.99998341  x   0.99981737  =   0.99980079
 AA2311
 AA2311:                Primary Azimuth Mark                     Grid Az
 AA2311:SPC AL E     -  6 26                                     329 57 27.8
 AA2311:UTM  16      -  6 26                                     329 20 09.1
 AA2311
 AA2311|---------------------------------------------------------------------|
 AA2311| PID    Reference Object                     Distance      Geod. Az  |
 AA2311|                                                           dddmmss.s |
 AA2311| AA2312 6 26                                412.339 METERS 3300512.0 |
 AA2311|---------------------------------------------------------------------|
 AA2311
 AA2311                          SUPERSEDED SURVEY CONTROL
 AA2311
 AA2311  ELLIP H (11/30/94)  105.69   (m)                       GP(       ) 4 1
 AA2311  NGVD 29 (11/30/94)  132.8    (m)          436.     (f) GPS OBS        
 AA2311
 AA2311.Superseded values are not recommended for survey control.
 AA2311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2311.See file dsdata.txt to determine how the superseded data were derived.
 AA2311
 AA2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3276663791(NAD 83)
 AA2311_MARKER: DD = SURVEY DISK
 AA2311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2311_SP_SET: CONCRETE POST
 AA2311_STAMPING: 6-25 1992
 AA2311_MARK LOGO: ALHD  
 AA2311_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2311+STABILITY: SURFACE MOTION
 AA2311_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2311+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2311
 AA2311  HISTORY     - Date     Condition        Report By
 AA2311  HISTORY     - 1992     MONUMENTED       ALHD
 AA2311
 AA2311                          STATION DESCRIPTION
 AA2311
 AA2311'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2311'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 AA2311'BULLOCK COUNTY ROAD NO. 40, ABOUT 8.30 MI (13.36 KM) NORTHEAST OF
 AA2311'UNION SPRINGS AND ABOUT 9.55 MI (15.37 KM) NORTH-NORTHWEST OF MIDWAY.
 AA2311'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 82, (MILE
 AA2311'POST 143.90 ON U.S. 29 AND MILE POST 199.45 ON U.S. 82), AT A TRAFFIC
 AA2311'LIGHT IN UNION SPRINGS, DRIVE EAST ON U.S. 82 FOR 4.25 MI (6.84 KM) TO
 AA2311'MILE POST 203.65 AND BULLOCK COUNTY ROAD NO. 30 ON THE LEFT, TURN LEFT
 AA2311'ON BULLOCK COUNTY ROAD NO. 30 AND DRIVE NORTH FOR 0.95 MI (1.53 KM) TO
 AA2311'A T-INTERSECTION WITH BULLOCK COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN
 AA2311'RIGHT ON BULLOCK COUNTY ROAD NO. 40 AND DRIVE EAST AND NORTH FOR 5.60
 AA2311'MI (9.01 KM) TO AN ABANDONED RAILROAD CROSSING, CONTINUE NORTH ON
 AA2311'BULLOCK COUNTY ROAD NO. 40 FOR 0.55 MI (0.89 KM) TO THE STATION ON THE
 AA2311'RIGHT. THE STATION IS 38.0 FT (11.6 M) EAST-NORTHEAST OF THE
 AA2311'CENTERLINE OF BULLOCK COUNTY ROAD NO. 40, 2.0 FT (0.6 M) SOUTHWEST OF
 AA2311'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-26
 AA2311'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2312 ***********************************************************************
 AA2312  DESIGNATION -  6 26
 AA2312  PID         -  AA2312
 AA2312  STATE/COUNTY-  AL/BULLOCK
 AA2312  USGS QUAD   -  ROBA (1984)
 AA2312
 AA2312                         *CURRENT SURVEY CONTROL
 AA2312  ___________________________________________________________________
 AA2312* NAD 83(1992)-  32 12 21.88712(N)    085 35 36.73514(W)     ADJUSTED  
 AA2312* NAVD 88     -       130.1    (meters)     427.     (feet)  VERTCON   
 AA2312  ___________________________________________________________________
 AA2312  X           -     415,043.751 (meters)                     COMP
 AA2312  Y           -  -5,386,032.986 (meters)                     COMP
 AA2312  Z           -   3,379,843.966 (meters)                     COMP
 AA2312  LAPLACE CORR-           1.95  (seconds)                    DEFLEC99
 AA2312  ELLIP HEIGHT-         102.90  (meters)          (07/29/02) GPS OBS
 AA2312  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AA2312
 AA2312  HORZ ORDER  -  FIRST
 AA2312  ELLP ORDER  -  FOURTH    CLASS I
 AA2312
 AA2312.The horizontal coordinates were established by GPS observations
 AA2312.and adjusted by the National Geodetic Survey in November 1994..
 AA2312
 AA2312.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2312.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2312
 AA2312.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2312
 AA2312.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2312
 AA2312.The ellipsoidal height was determined by GPS observations
 AA2312.and is referenced to NAD 83.
 AA2312
 AA2312.The geoid height was determined by GEOID03.
 AA2312
 AA2312;                    North         East     Units Scale Factor Converg.
 AA2312;SPC AL E     -   189,180.247   222,607.355   MT  0.99996630   +0 07 40.1
 AA2312;UTM  16      - 3,564,145.667   632,555.695   MT  0.99981669   +0 44 58.9
 AA2312
 AA2312!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2312!SPC AL E     -   0.99998384  x   0.99996630  =   0.99995014
 AA2312!UTM  16      -   0.99998384  x   0.99981669  =   0.99980054
 AA2312
 AA2312:                Primary Azimuth Mark                     Grid Az
 AA2312:SPC AL E     -  6 25                                     149 57 27.7
 AA2312:UTM  16      -  6 25                                     149 20 08.9
 AA2312
 AA2312|---------------------------------------------------------------------|
 AA2312| PID    Reference Object                     Distance      Geod. Az  |
 AA2312|                                                           dddmmss.s |
 AA2312| AA2311 6 25                                412.339 METERS 1500507.8 |
 AA2312|---------------------------------------------------------------------|
 AA2312
 AA2312                          SUPERSEDED SURVEY CONTROL
 AA2312
 AA2312  ELLIP H (11/30/94)  102.96   (m)                       GP(       ) 4 1
 AA2312  NGVD 29 (11/30/94)  130.1    (m)          427.     (f) GPS OBS        
 AA2312
 AA2312.Superseded values are not recommended for survey control.
 AA2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2312.See file dsdata.txt to determine how the superseded data were derived.
 AA2312
 AA2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3255664146(NAD 83)
 AA2312_MARKER: DD = SURVEY DISK
 AA2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2312_SP_SET: CONCRETE POST
 AA2312_STAMPING: 6-26 1992
 AA2312_MARK LOGO: ALHD  
 AA2312_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2312+STABILITY: SURFACE MOTION
 AA2312_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2312+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2312
 AA2312  HISTORY     - Date     Condition        Report By
 AA2312  HISTORY     - 1992     MONUMENTED       ALHD
 AA2312
 AA2312                          STATION DESCRIPTION
 AA2312
 AA2312'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2312'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 AA2312'BULLOCK COUNTY ROAD NO. 40, ABOUT 8.25 MI (13.28 KM) NORTHEAST OF
 AA2312'UNION SPRINGS AND ABOUT 9.95 MI (16.01 KM) NORTH-NORTHWEST OF MIDWAY.
 AA2312'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND U.S. 82, (MILE
 AA2312'POST 143.90 ON U.S. 29 AND MILE POST 199.45 ON U.S. 82), AT A TRAFFIC
 AA2312'LIGHT IN UNION SPRINGS, DRIVE EAST ON U.S. 82 FOR 4.25 MI (6.84 KM) TO
 AA2312'MILE POST 203.65 AND BULLOCK COUNTY ROAD NO. 30 ON THE LEFT, TURN LEFT
 AA2312'ON BULLOCK COUNTY ROAD NO. 30 AND DRIVE NORTH FOR 0.95 MI (1.53 KM) TO
 AA2312'A T-INTERSECTION WITH BULLOCK COUNTY ROAD NO. 40 LEFT AND RIGHT, TURN
 AA2312'RIGHT ON BULLOCK COUNTY ROAD NO. 40 AND DRIVE EAST AND NORTH FOR 5.60
 AA2312'MI (9.01 KM) TO AN ABANDONED RAILROAD CROSSING, CONTINUE NORTH ON
 AA2312'BULLOCK COUNTY ROAD NO. 40 FOR 0.80 MI (1.29 KM) TO THE STATION ON THE
 AA2312'RIGHT. THE STATION IS 41.0 FT (12.5 M) EAST-NORTHEAST OF THE
 AA2312'CENTERLINE OF BULLOCK COUNTY ROAD NO. 40, 1.9 FT (0.6 M) WEST OF A
 AA2312'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-25
 AA2312'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2313 ***********************************************************************
 AA2313  DESIGNATION -  6 27
 AA2313  PID         -  AA2313
 AA2313  STATE/COUNTY-  AL/BULLOCK
 AA2313  USGS QUAD   -  UNION SPRINGS (1973)
 AA2313
 AA2313                         *CURRENT SURVEY CONTROL
 AA2313  ___________________________________________________________________
 AA2313* NAD 83(1992)-  32 11 11.31610(N)    085 42 23.42901(W)     ADJUSTED  
 AA2313* NAVD 88     -       116.8    (meters)     383.     (feet)  GPS OBS   
 AA2313  ___________________________________________________________________
 AA2313  X           -     404,509.137 (meters)                     COMP
 AA2313  Y           -  -5,387,984.603 (meters)                     COMP
 AA2313  Z           -   3,377,997.305 (meters)                     COMP
 AA2313  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 AA2313  ELLIP HEIGHT-          89.55  (meters)          (08/29/05) GPS OBS
 AA2313  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA2313
 AA2313  HORZ ORDER  -  A
 AA2313  ELLP ORDER  -  FOURTH    CLASS I
 AA2313
 AA2313.The horizontal coordinates were established by GPS observations
 AA2313.and adjusted by the National Geodetic Survey in August 2005..
 AA2313
 AA2313.The orthometric height was determined by GPS observations and a
 AA2313.high-resolution geoid model.
 AA2313
 AA2313.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2313
 AA2313.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2313
 AA2313.The ellipsoidal height was determined by GPS observations
 AA2313.and is referenced to NAD 83.
 AA2313
 AA2313.The geoid height was determined by GEOID03.
 AA2313
 AA2313;                    North         East     Units Scale Factor Converg.
 AA2313;SPC AL E     -   186,988.383   211,959.326   MT  0.99996176   +0 04 03.2
 AA2313;UTM  16      - 3,561,838.769   621,933.819   MT  0.99978335   +0 41 20.8
 AA2313
 AA2313!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2313!SPC AL E     -   0.99998594  x   0.99996176  =   0.99994770
 AA2313!UTM  16      -   0.99998594  x   0.99978335  =   0.99976929
 AA2313
 AA2313:                Primary Azimuth Mark                     Grid Az
 AA2313:SPC AL E     -  6 28                                     355 06 58.5
 AA2313:UTM  16      -  6 28                                     354 29 40.9
 AA2313
 AA2313|---------------------------------------------------------------------|
 AA2313| PID    Reference Object                     Distance      Geod. Az  |
 AA2313|                                                           dddmmss.s |
 AA2313| AA2314 6 28                                APPROX. 0.5 KM 3551101.7 |
 AA2313|---------------------------------------------------------------------|
 AA2313
 AA2313                          SUPERSEDED SURVEY CONTROL
 AA2313
 AA2313  ELLIP H (07/29/02)   89.54   (m)                       GP(       ) 4 1
 AA2313  NAD 83(1992)-  32 11 11.31577(N)    085 42 23.42988(W) AD(       ) 1
 AA2313  ELLIP H (11/30/94)   89.60   (m)                       GP(       ) 4 1
 AA2313  NGVD 29 (11/30/94)  116.8    (m)          383.     (f) GPS OBS        
 AA2313
 AA2313.Superseded values are not recommended for survey control.
 AA2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2313.See file dsdata.txt to determine how the superseded data were derived.
 AA2313
 AA2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2193461839(NAD 83)
 AA2313_MARKER: DD = SURVEY DISK
 AA2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2313_SP_SET: CONCRETE POST
 AA2313_STAMPING: 6-27 1992
 AA2313_MARK LOGO: ALHD  
 AA2313_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2313+STABILITY: SURFACE MOTION
 AA2313_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2313+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2005
 AA2313
 AA2313  HISTORY     - Date     Condition        Report By
 AA2313  HISTORY     - 1992     MONUMENTED       ALHD
 AA2313  HISTORY     - 20040412 GOOD             ALHD
 AA2313  HISTORY     - 20040624 GOOD             ALDOT
 AA2313  HISTORY     - 20050622 GOOD             ALDOT
 AA2313
 AA2313                          STATION DESCRIPTION
 AA2313
 AA2313'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2313'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 AA2313'U.S. 29, ABOUT 2.85 MI (4.59 KM) NORTH OF UNION SPRINGS AND ABOUT
 AA2313'10.70 MI (17.22 KM) EAST OF FITZPATRICK. TO REACH THE STATION FROM THE
 AA2313'JUNCTION OF U.S. 29 AND U.S. 82, (MILE POST 143.90 ON U.S. 29 AND MILE
 AA2313'POST 199.45 ON U.S. 82), AT A TRAFFIC LIGHT IN UNION SPRINGS, DRIVE
 AA2313'NORTH ON U.S. 29 FOR 2.95 MI (4.75 KM) TO MILE POST 146.70 AND THE
 AA2313'STATION ON THE LEFT. THE STATION IS 57.9 FT (17.6 M) WEST OF THE
 AA2313'CENTERLINE OF U.S. 29, 98.9 FT (30.1 M) NORTH OF A POWER POLE, 1.5 FT
 AA2313'(0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2313'GROUND. STATION 6-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2313
 AA2313                          STATION RECOVERY (2004)
 AA2313
 AA2313'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA2313'RECOVERED IN GOOD CONDITION.
 AA2313
 AA2313                          STATION RECOVERY (2004)
 AA2313
 AA2313'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JR)
 AA2313'RECOVERED AS DESCRIBED.
 AA2313
 AA2313                          STATION RECOVERY (2005)
 AA2313
 AA2313'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA2313'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2314 ***********************************************************************
 AA2314  DESIGNATION -  6 28
 AA2314  PID         -  AA2314
 AA2314  STATE/COUNTY-  AL/BULLOCK
 AA2314  USGS QUAD   -  UNION SPRINGS (1973)
 AA2314
 AA2314                         *CURRENT SURVEY CONTROL
 AA2314  ___________________________________________________________________
 AA2314* NAD 83(1992)-  32 11 28.81063(N)    085 42 25.16244(W)     ADJUSTED  
 AA2314* NAVD 88     -       112.3    (meters)     368.     (feet)  VERTCON   
 AA2314  ___________________________________________________________________
 AA2314  X           -     404,442.081 (meters)                     COMP
 AA2314  Y           -  -5,387,697.921 (meters)                     COMP
 AA2314  Z           -   3,378,450.956 (meters)                     COMP
 AA2314  LAPLACE CORR-           1.84  (seconds)                    DEFLEC99
 AA2314  ELLIP HEIGHT-          85.03  (meters)          (07/29/02) GPS OBS
 AA2314  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 AA2314
 AA2314  HORZ ORDER  -  FIRST
 AA2314  ELLP ORDER  -  FOURTH    CLASS I
 AA2314
 AA2314.The horizontal coordinates were established by GPS observations
 AA2314.and adjusted by the National Geodetic Survey in November 1994..
 AA2314
 AA2314.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2314.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2314
 AA2314.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2314
 AA2314.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2314
 AA2314.The ellipsoidal height was determined by GPS observations
 AA2314.and is referenced to NAD 83.
 AA2314
 AA2314.The geoid height was determined by GEOID03.
 AA2314
 AA2314;                    North         East     Units Scale Factor Converg.
 AA2314;SPC AL E     -   187,527.189   211,913.288   MT  0.99996175   +0 04 02.3
 AA2314;UTM  16      - 3,562,376.948   621,881.948   MT  0.99978319   +0 41 20.2
 AA2314
 AA2314!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2314!SPC AL E     -   0.99998665  x   0.99996175  =   0.99994840
 AA2314!UTM  16      -   0.99998665  x   0.99978319  =   0.99976984
 AA2314
 AA2314:                Primary Azimuth Mark                     Grid Az
 AA2314:SPC AL E     -  6 27                                     175 06 58.5
 AA2314:UTM  16      -  6 27                                     174 29 40.6
 AA2314
 AA2314|---------------------------------------------------------------------|
 AA2314| PID    Reference Object                     Distance      Geod. Az  |
 AA2314|                                                           dddmmss.s |
 AA2314| AA2313 6 27                                APPROX. 0.5 KM 1751100.8 |
 AA2314|---------------------------------------------------------------------|
 AA2314
 AA2314                          SUPERSEDED SURVEY CONTROL
 AA2314
 AA2314  ELLIP H (11/30/94)   85.09   (m)                       GP(       ) 4 1
 AA2314  NGVD 29 (11/30/94)  112.3    (m)          368.     (f) GPS OBS        
 AA2314
 AA2314.Superseded values are not recommended for survey control.
 AA2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2314.See file dsdata.txt to determine how the superseded data were derived.
 AA2314
 AA2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2188262377(NAD 83)
 AA2314_MARKER: DD = SURVEY DISK
 AA2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2314_SP_SET: CONCRETE POST
 AA2314_STAMPING: 6-28 1992
 AA2314_MARK LOGO: ALHD  
 AA2314_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2314+STABILITY: SURFACE MOTION
 AA2314_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2314+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2314
 AA2314  HISTORY     - Date     Condition        Report By
 AA2314  HISTORY     - 1992     MONUMENTED       ALHD
 AA2314
 AA2314                          STATION DESCRIPTION
 AA2314
 AA2314'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2314'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 AA2314'U.S. 29, ABOUT 3.25 MI (5.23 KM) NORTH OF UNION SPRINGS AND ABOUT
 AA2314'10.80 MI (17.38 KM) EAST OF FITZPATRICK. TO REACH THE STATION FROM THE
 AA2314'JUNCTION OF U.S. 29 AND U.S. 82, (MILE POST 143.90 ON U.S. 29 AND MILE
 AA2314'POST 199.45 ON U.S. 82), AT A TRAFFIC LIGHT IN UNION SPRINGS, DRIVE
 AA2314'NORTH ON U.S. 29 FOR 3.25 MI (5.23 KM) TO MILE POST 147.00 AND THE
 AA2314'STATION ON THE RIGHT. THE STATION IS 2.9 FT (0.9 M) WEST OF A HOG WIRE
 AA2314'FENCE WITH TWO STRANDS OF BARBED WIRE ON STEEL POST, 64.7 FT (19.7 M)
 AA2314'EAST OF THE CENTERLINE OF U.S. 29, 79.6 FT (24.3 M) NORTH-NORTHEAST OF
 AA2314'MILE POST NO. 147, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS POST,
 AA2314'AND SET FLUSH WITH THE GROUND. STATION 6-27 1992 MAY BE USED AS AN
 AA2314'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2315 ***********************************************************************
 AA2315  DESIGNATION -  6 29
 AA2315  PID         -  AA2315
 AA2315  STATE/COUNTY-  AL/BULLOCK
 AA2315  USGS QUAD   -  ALMERIA (1971)
 AA2315
 AA2315                         *CURRENT SURVEY CONTROL
 AA2315  ___________________________________________________________________
 AA2315* NAD 83(1992)-  32 00 31.04096(N)    085 51 10.82407(W)     ADJUSTED  
 AA2315* NAVD 88     -       148.2    (meters)     486.     (feet)  VERTCON   
 AA2315  ___________________________________________________________________
 AA2315  X           -     391,491.167 (meters)                     COMP
 AA2315  Y           -  -5,399,480.303 (meters)                     COMP
 AA2315  Z           -   3,361,306.495 (meters)                     COMP
 AA2315  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AA2315  ELLIP HEIGHT-         121.24  (meters)          (07/29/02) GPS OBS
 AA2315  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AA2315
 AA2315  HORZ ORDER  -  FIRST
 AA2315  ELLP ORDER  -  FOURTH    CLASS I
 AA2315
 AA2315.The horizontal coordinates were established by GPS observations
 AA2315.and adjusted by the National Geodetic Survey in November 1994..
 AA2315
 AA2315.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2315.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2315
 AA2315.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2315
 AA2315.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2315
 AA2315.The ellipsoidal height was determined by GPS observations
 AA2315.and is referenced to NAD 83.
 AA2315
 AA2315.The geoid height was determined by GEOID03.
 AA2315
 AA2315;                    North         East     Units Scale Factor Converg.
 AA2315;SPC AL E     -   167,260.301   198,141.251   MT  0.99996004   -0 00 37.5
 AA2315;UTM  16      - 3,541,966.233   608,332.704   MT  0.99974473   +0 36 28.9
 AA2315
 AA2315!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2315!SPC AL E     -   0.99998096  x   0.99996004  =   0.99994100
 AA2315!UTM  16      -   0.99998096  x   0.99974473  =   0.99972570
 AA2315
 AA2315:                Primary Azimuth Mark                     Grid Az
 AA2315:SPC AL E     -  6 30                                     020 06 29.8
 AA2315:UTM  16      -  6 30                                     019 29 23.4
 AA2315
 AA2315|---------------------------------------------------------------------|
 AA2315| PID    Reference Object                     Distance      Geod. Az  |
 AA2315|                                                           dddmmss.s |
 AA2315| AA2316 6 30                                APPROX. 0.5 KM 0200552.3 |
 AA2315|---------------------------------------------------------------------|
 AA2315
 AA2315                          SUPERSEDED SURVEY CONTROL
 AA2315
 AA2315  ELLIP H (11/30/94)  121.29   (m)                       GP(       ) 4 1
 AA2315  NGVD 29 (11/30/94)  148.1    (m)          486.     (f) GPS OBS        
 AA2315
 AA2315.Superseded values are not recommended for survey control.
 AA2315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2315.See file dsdata.txt to determine how the superseded data were derived.
 AA2315
 AA2315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0833341966(NAD 83)
 AA2315_MARKER: DD = SURVEY DISK
 AA2315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2315_SP_SET: CONCRETE POST
 AA2315_STAMPING: 6-29 1992
 AA2315_MARK LOGO: ALHD  
 AA2315_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2315+STABILITY: SURFACE MOTION
 AA2315_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2315+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2315
 AA2315  HISTORY     - Date     Condition        Report By
 AA2315  HISTORY     - 1992     MONUMENTED       ALHD
 AA2315
 AA2315                          STATION DESCRIPTION
 AA2315
 AA2315'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2315'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 AA2315'BULLOCK COUNTY ROAD NO. 15, ABOUT 9.55 MI (15.37 KM) NORTHWEST OF
 AA2315'PEROTE AND ABOUT 12.50 MI (20.12 KM) SOUTHWEST OF UNION SPRINGS. TO
 AA2315'REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 110, (MILE POST
 AA2315'196.25 ON U.S. 82 AND MILE POST 40.70 ON ALA 110) WEST OF UNION
 AA2315'SPRINGS, DRIVE SOUTH WEST ON U.S. 82 FOR 6.60 MI (10.62 KM) TO MILE
 AA2315'POST 189.65 AND BULLOCK COUNTY ROAD NO. 15 ON THE LEFT, TURN LEFT ON
 AA2315'BULLOCK COUNTY ROAD NO. 15 AND DRIVE SOUTH FOR 6.60 MI (10.62 KM) TO
 AA2315'THE STATION ON THE LEFT. THE STATION IS 3.3 FT (1.0 M) WEST-NORTHWEST
 AA2315'OF A FIVE STRAND BARBED WIRE FENCE ON STEEL POST, 21.7 FT (6.6 M)
 AA2315'SOUTH-SOUTHWEST OF THE SOUTH ONE OF TWO SIX-INCH BRACED WOOD POST,
 AA2315'36.0 FT (11.0 M) EAST-SOUTHEAST OF THE CENTERLINE OF BULLOCK COUNTY
 AA2315'ROAD NO. 15, 93.3 FT (28.4 M) SOUTH-SOUTHEAST OF POWER POLE NO. 24 89
 AA2315'2 WITH A SECURITY LIGHT ACROSS BULLOCK COUNTY ROAD NO. 15, 2.8 FT (0.9
 AA2315'M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2315'STATION 6-30 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2403 ***********************************************************************
 CM2403  DESIGNATION -  6 3
 CM2403  PID         -  CM2403
 CM2403  STATE/COUNTY-  AL/BULLOCK
 CM2403  USGS QUAD   -  FITZPATRICK (1979)
 CM2403
 CM2403                         *CURRENT SURVEY CONTROL
 CM2403  ___________________________________________________________________
 CM2403* NAD 83(1992)-  32 11 49.82499(N)    085 52 39.18112(W)     ADJUSTED  
 CM2403* NAVD 88     -        89.9    (meters)     295.     (feet)  GPS OBS   
 CM2403  ___________________________________________________________________
 CM2403  X           -     388,375.797 (meters)                     COMP
 CM2403  Y           -  -5,388,514.962 (meters)                     COMP
 CM2403  Z           -   3,378,986.709 (meters)                     COMP
 CM2403  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CM2403  ELLIP HEIGHT-          62.45  (meters)          (07/29/02) GPS OBS
 CM2403  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CM2403
 CM2403  HORZ ORDER  -  FIRST
 CM2403  ELLP ORDER  -  FOURTH    CLASS I
 CM2403
 CM2403.The horizontal coordinates were established by GPS observations
 CM2403.and adjusted by the National Geodetic Survey in December 1992..
 CM2403
 CM2403.The orthometric height was determined by GPS observations and a
 CM2403.high-resolution geoid model.
 CM2403
 CM2403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2403
 CM2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2403
 CM2403.The ellipsoidal height was determined by GPS observations
 CM2403.and is referenced to NAD 83.
 CM2403
 CM2403.The geoid height was determined by GEOID03.
 CM2403
 CM2403;                    North         East     Units Scale Factor Converg.
 CM2403;SPC AL E     -   188,168.324   195,830.932   MT  0.99996021   -0 01 24.8
 CM2403;UTM  16      - 3,562,843.462   605,796.805   MT  0.99973803   +0 35 53.3
 CM2403
 CM2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2403!SPC AL E     -   0.99999019  x   0.99996021  =   0.99995040
 CM2403!UTM  16      -   0.99999019  x   0.99973803  =   0.99972823
 CM2403
 CM2403:                Primary Azimuth Mark                     Grid Az
 CM2403:SPC AL E     -  6 4                                      160 22 20.5
 CM2403:UTM  16      -  6 4                                      159 45 02.4
 CM2403
 CM2403|---------------------------------------------------------------------|
 CM2403| PID    Reference Object                     Distance      Geod. Az  |
 CM2403|                                                           dddmmss.s |
 CM2403| CM2404 6 4                                 460.100 METERS 1602055.7 |
 CM2403|---------------------------------------------------------------------|
 CM2403
 CM2403                          SUPERSEDED SURVEY CONTROL
 CM2403
 CM2403  ELLIP H (12/04/92)   62.51   (m)                       GP(       ) 4 1
 CM2403  NAD 83(1986)-  32 11 49.83448(N)    085 52 39.18140(W) AD(       ) 1
 CM2403  NGVD 29 (12/04/92)   89.9    (m)          295.     (f) GPS OBS        
 CM2403
 CM2403.Superseded values are not recommended for survey control.
 CM2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2403.See file dsdata.txt to determine how the superseded data were derived.
 CM2403
 CM2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0579762843(NAD 83)
 CM2403_MARKER: DD = SURVEY DISK
 CM2403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2403_SP_SET: CONCRETE POST
 CM2403_STAMPING: 6-3 1991
 CM2403_MARK LOGO: ALHD  
 CM2403_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2403+STABILITY: SURFACE MOTION
 CM2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2403+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2403
 CM2403  HISTORY     - Date     Condition        Report By
 CM2403  HISTORY     - 1991     MONUMENTED       ALHD
 CM2403
 CM2403                          STATION DESCRIPTION
 CM2403
 CM2403'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2403'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 CM2403'ALA 110, ABOUT 1.15 MI (1.85 KM) SOUTH-SOUTHEAST OF FITZPATRICK AND
 CM2403'ABOUT 10.30 MI (16.58 KM) WEST-NORTHWEST OF UNION SPRINGS.
 CM2403'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 110 (MILE
 CM2403'POST 40.75 ON ALA 110 AND MILE POST 196.15 ON U.S. 82) ABOUT 3.00 MI
 CM2403'(4.83 KM) WEST OF UNION SPRINGS, DRIVE NORTHWEST ON ALA 110 FOR 8.70
 CM2403'MI (14.00 KM) TO MILE POST 32.05 AND THE STATION ON THE LEFT.
 CM2403'THE STATION IS 3.0 FT (0.9 M) EAST-NORTHEAST OF A FOUR STRAND BARBED
 CM2403'WIRE FENCE ON TREATED WOOD POSTS, 39.8 FT (12.1 M) WEST-SOUTHWEST OF
 CM2403'THE CENTERLINE OF ALA 110, 57.4 FT (17.5 M) NORTHEAST OF JUNCTION
 CM2403'POWER POLE NO. 19 38 91, 2.7 FT (0.8 M) EAST-NORTHEAST OF A CARSONITE
 CM2403'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2403'STATION 6-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2316 ***********************************************************************
 AA2316  DESIGNATION -  6 30
 AA2316  PID         -  AA2316
 AA2316  STATE/COUNTY-  AL/BULLOCK
 AA2316  USGS QUAD   -  ALMERIA (1971)
 AA2316
 AA2316                         *CURRENT SURVEY CONTROL
 AA2316  ___________________________________________________________________
 AA2316* NAD 83(1992)-  32 00 46.80466(N)    085 51 04.05435(W)     ADJUSTED  
 AA2316* NAVD 88     -       153.9    (meters)     505.     (feet)  VERTCON   
 AA2316  ___________________________________________________________________
 AA2316  X           -     391,650.109 (meters)                     COMP
 AA2316  Y           -  -5,399,215.559 (meters)                     COMP
 AA2316  Z           -   3,361,721.248 (meters)                     COMP
 AA2316  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AA2316  ELLIP HEIGHT-         126.94  (meters)          (07/29/02) GPS OBS
 AA2316  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AA2316
 AA2316  HORZ ORDER  -  FIRST
 AA2316  ELLP ORDER  -  FOURTH    CLASS I
 AA2316
 AA2316.The horizontal coordinates were established by GPS observations
 AA2316.and adjusted by the National Geodetic Survey in November 1994..
 AA2316
 AA2316.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2316.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2316
 AA2316.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2316
 AA2316.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2316
 AA2316.The ellipsoidal height was determined by GPS observations
 AA2316.and is referenced to NAD 83.
 AA2316
 AA2316.The geoid height was determined by GEOID03.
 AA2316
 AA2316;                    North         East     Units Scale Factor Converg.
 AA2316;SPC AL E     -   167,745.803   198,319.000   MT  0.99996003   -0 00 34.0
 AA2316;UTM  16      - 3,542,453.521   608,505.164   MT  0.99974519   +0 36 32.7
 AA2316
 AA2316!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2316!SPC AL E     -   0.99998007  x   0.99996003  =   0.99994010
 AA2316!UTM  16      -   0.99998007  x   0.99974519  =   0.99972526
 AA2316
 AA2316:                Primary Azimuth Mark                     Grid Az
 AA2316:SPC AL E     -  6 29                                     200 06 29.9
 AA2316:UTM  16      -  6 29                                     199 29 23.2
 AA2316
 AA2316|---------------------------------------------------------------------|
 AA2316| PID    Reference Object                     Distance      Geod. Az  |
 AA2316|                                                           dddmmss.s |
 AA2316| AA2315 6 29                                APPROX. 0.5 KM 2000555.9 |
 AA2316|---------------------------------------------------------------------|
 AA2316
 AA2316                          SUPERSEDED SURVEY CONTROL
 AA2316
 AA2316  ELLIP H (11/30/94)  126.99   (m)                       GP(       ) 4 1
 AA2316  NGVD 29 (11/30/94)  153.9    (m)          505.     (f) GPS OBS        
 AA2316
 AA2316.Superseded values are not recommended for survey control.
 AA2316.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2316.See file dsdata.txt to determine how the superseded data were derived.
 AA2316
 AA2316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0850542454(NAD 83)
 AA2316_MARKER: DD = SURVEY DISK
 AA2316_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2316_SP_SET: CONCRETE POST
 AA2316_STAMPING: 6-30 1992
 AA2316_MARK LOGO: ALHD  
 AA2316_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2316_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2316+STABILITY: SURFACE MOTION
 AA2316_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2316+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2316
 AA2316  HISTORY     - Date     Condition        Report By
 AA2316  HISTORY     - 1992     MONUMENTED       ALHD
 AA2316
 AA2316                          STATION DESCRIPTION
 AA2316
 AA2316'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2316'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 AA2316'BULLOCK COUNTY ROAD NO. 15, ABOUT 9.60 MI (15.45 KM) NORTHWEST OF
 AA2316'PEROTE AND ABOUT 12.10 MI (19.47 KM) SOUTHWEST OF UNION SPRINGS. TO
 AA2316'REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 110, (MILE POST
 AA2316'196.25 ON U.S. 82 AND MILE POST 40.70 ON ALA 110) WEST OF UNION
 AA2316'SPRINGS, DRIVE SOUTH WEST ON U.S. 82 FOR 6.60 MI (10.62 KM) TO MILE
 AA2316'POST 189.65 AND BULLOCK COUNTY ROAD NO. 15 ON THE LEFT, TURN LEFT ON
 AA2316'BULLOCK COUNTY ROAD NO. 15 AND DRIVE SOUTH FOR 6.25 MI (10.06 KM) TO
 AA2316'THE STATION ON THE LEFT. THE STATION IS 2.9 FT (0.9 M) WEST OF A FIVE
 AA2316'STRAND BARBED WIRE FENCE ON STEEL POST, 36.5 FT (11.1 M) EAST OF THE
 AA2316'CENTERLINE OF BULLOCK COUNTY ROAD NO. 15, 106.2 FT (32.4 M) SOUTH OF
 AA2316'THE SOUTH TEN-INCH WOOD BRACED GATE POST, 113.0 FT (34.4 M) SOUTH OF
 AA2316'THE CENTER OF A DIRT DRIVEWAY, 2.9 FT (0.9 M) WEST OF A CARSONITE
 AA2316'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-29 1992 MAY BE
 AA2316'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2317 ***********************************************************************
 AA2317  DESIGNATION -  6 31
 AA2317  PID         -  AA2317
 AA2317  STATE/COUNTY-  AL/BULLOCK
 AA2317  USGS QUAD   -  ALMERIA (1971)
 AA2317
 AA2317                         *CURRENT SURVEY CONTROL
 AA2317  ___________________________________________________________________
 AA2317* NAD 83(1992)-  32 05 53.12591(N)    085 48 21.07799(W)     ADJUSTED  
 AA2317* NAVD 88     -       115.0    (meters)     377.     (feet)  VERTCON   
 AA2317  ___________________________________________________________________
 AA2317  X           -     395,547.405 (meters)                     COMP
 AA2317  Y           -  -5,393,877.023 (meters)                     COMP
 AA2317  Z           -   3,369,697.453 (meters)                     COMP
 AA2317  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AA2317  ELLIP HEIGHT-          87.91  (meters)          (07/29/02) GPS OBS
 AA2317  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AA2317
 AA2317  HORZ ORDER  -  FIRST
 AA2317  ELLP ORDER  -  FOURTH    CLASS I
 AA2317
 AA2317.The horizontal coordinates were established by GPS observations
 AA2317.and adjusted by the National Geodetic Survey in November 1994..
 AA2317
 AA2317.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2317.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2317
 AA2317.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2317
 AA2317.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2317
 AA2317.The ellipsoidal height was determined by GPS observations
 AA2317.and is referenced to NAD 83.
 AA2317
 AA2317.The geoid height was determined by GEOID03.
 AA2317
 AA2317;                    North         East     Units Scale Factor Converg.
 AA2317;SPC AL E     -   177,180.974   202,593.643   MT  0.99996008   +0 00 52.6
 AA2317;UTM  16      - 3,551,932.358   612,676.709   MT  0.99975657   +0 38 04.6
 AA2317
 AA2317!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2317!SPC AL E     -   0.99998620  x   0.99996008  =   0.99994628
 AA2317!UTM  16      -   0.99998620  x   0.99975657  =   0.99974277
 AA2317
 AA2317                          SUPERSEDED SURVEY CONTROL
 AA2317
 AA2317  ELLIP H (11/30/94)   87.97   (m)                       GP(       ) 4 1
 AA2317  NGVD 29 (11/30/94)  115.0    (m)          377.     (f) GPS OBS        
 AA2317
 AA2317.Superseded values are not recommended for survey control.
 AA2317.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2317.See file dsdata.txt to determine how the superseded data were derived.
 AA2317
 AA2317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1267751932(NAD 83)
 AA2317_MARKER: DD = SURVEY DISK
 AA2317_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2317_SP_SET: CONCRETE POST
 AA2317_STAMPING: 6-31 1992
 AA2317_MARK LOGO: ALHD  
 AA2317_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2317_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2317+STABILITY: SURFACE MOTION
 AA2317_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2317+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2317
 AA2317  HISTORY     - Date     Condition        Report By
 AA2317  HISTORY     - 1992     MONUMENTED       ALHD
 AA2317
 AA2317                          STATION DESCRIPTION
 AA2317
 AA2317'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2317'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2317'OF BULLOCK COUNTY ROAD NO. 22, ABOUT 6.40 MI (10.30 KM) SOUTHWEST OF
 AA2317'UNION SPRINGS AND ABOUT 9.25 MI (14.89 KM) SOUTH-SOUTHEAST OF
 AA2317'FITZPATRICK. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA
 AA2317'110, (MILE POST 196.25 ON U.S. 82 AND MILE POST 40.70 ON ALA 110) WEST
 AA2317'OF UNION SPRINGS, DRIVE SOUTHWEST ON U.S. 82 FOR 4.25 MI (6.84 KM) TO
 AA2317'MILE POST 192.00 AND BULLOCK COUNTY ROAD NO. 22 ON THE LEFT, TURN LEFT
 AA2317'ON BULLOCK COUNTY ROAD NO. 22 AND DRIVE SOUTHEAST FOR 0.20 MI (0.32
 AA2317'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M)
 AA2317'NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON WOOD POSTS, 38.7 FT
 AA2317'(11.8 M) SOUTHWEST OF THE CENTERLINE OF BULLOCK COUNTY ROAD NO. 22,
 AA2317'3.3 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2317'WITH THE GROUND. STATION 6-32 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2317'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2318 ***********************************************************************
 AA2318  DESIGNATION -  6 32
 AA2318  PID         -  AA2318
 AA2318  STATE/COUNTY-  AL/BULLOCK
 AA2318  USGS QUAD   -  ALMERIA (1971)
 AA2318
 AA2318                         *CURRENT SURVEY CONTROL
 AA2318  ___________________________________________________________________
 AA2318* NAD 83(1992)-  32 05 45.19545(N)    085 49 06.01702(W)     ADJUSTED  
 AA2318* NAVD 88     -       106.2    (meters)     348.     (feet)  VERTCON   
 AA2318  ___________________________________________________________________
 AA2318  X           -     394,381.147 (meters)                     COMP
 AA2318  Y           -  -5,394,085.050 (meters)                     COMP
 AA2318  Z           -   3,369,485.809 (meters)                     COMP
 AA2318  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 AA2318  ELLIP HEIGHT-          79.06  (meters)          (07/29/02) GPS OBS
 AA2318  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 AA2318
 AA2318  HORZ ORDER  -  FIRST
 AA2318  ELLP ORDER  -  FOURTH    CLASS I
 AA2318
 AA2318.The horizontal coordinates were established by GPS observations
 AA2318.and adjusted by the National Geodetic Survey in November 1994..
 AA2318
 AA2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2318
 AA2318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2318
 AA2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2318
 AA2318.The ellipsoidal height was determined by GPS observations
 AA2318.and is referenced to NAD 83.
 AA2318
 AA2318.The geoid height was determined by GEOID03.
 AA2318
 AA2318;                    North         East     Units Scale Factor Converg.
 AA2318;SPC AL E     -   176,936.475   201,415.417   MT  0.99996002   +0 00 28.7
 AA2318;UTM  16      - 3,551,675.177   611,501.440   MT  0.99975332   +0 37 40.5
 AA2318
 AA2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2318!SPC AL E     -   0.99998759  x   0.99996002  =   0.99994761
 AA2318!UTM  16      -   0.99998759  x   0.99975332  =   0.99974091
 AA2318
 AA2318                          SUPERSEDED SURVEY CONTROL
 AA2318
 AA2318  ELLIP H (11/30/94)   79.12   (m)                       GP(       ) 4 1
 AA2318  NGVD 29 (11/30/94)  106.2    (m)          348.     (f) GPS OBS        
 AA2318
 AA2318.Superseded values are not recommended for survey control.
 AA2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2318.See file dsdata.txt to determine how the superseded data were derived.
 AA2318
 AA2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1150151675(NAD 83)
 AA2318_MARKER: DD = SURVEY DISK
 AA2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2318_SP_SET: CONCRETE POST
 AA2318_STAMPING: 6-32 1992
 AA2318_MARK LOGO: ALHD  
 AA2318_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2318+STABILITY: SURFACE MOTION
 AA2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2318+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2318
 AA2318  HISTORY     - Date     Condition        Report By
 AA2318  HISTORY     - 1992     MONUMENTED       ALHD
 AA2318
 AA2318                          STATION DESCRIPTION
 AA2318
 AA2318'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2318'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2318'U.S. 82, ABOUT 7.05 MI (11.35 KM) SOUTHWEST OF UNION SPRINGS AND ABOUT
 AA2318'9.05 MI (14.56 KM) SOUTH-SOUTHEAST OF FITZPATRICK. TO REACH THE
 AA2318'STATION FROM THE JUNCTION OF U.S. 82 AND ALA 110, (MILE POST 196.25 ON
 AA2318'U.S. 82 AND MILE POST 40.70 ON ALA 110) WEST OF UNION SPRINGS, DRIVE
 AA2318'SOUTHWEST ON U.S. 82 FOR 4.25 MI (6.84 KM) TO MILE POST 192.00 AND
 AA2318'BULLOCK COUNTY ROAD NO. 22 ON THE LEFT, CONTINUE SOUTHWEST ON U.S. 82
 AA2318'FOR 0.60 MI (0.97 KM) TO MILE POST 191.40 AND THE STATION ON THE LEFT.
 AA2318'THE STATION IS 2.9 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 AA2318'ON WOOD POSTS, 48.9 FT (14.9 M) SOUTH OF THE CENTERLINE OF U.S. 82,
 AA2318'2.5 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2318'THE GROUND. STATION 6-31 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2318'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2319 ***********************************************************************
 AA2319  DESIGNATION -  6 33
 AA2319  PID         -  AA2319
 AA2319  STATE/COUNTY-  AL/BULLOCK
 AA2319  USGS QUAD   -  THOMPSON (1971)
 AA2319
 AA2319                         *CURRENT SURVEY CONTROL
 AA2319  ___________________________________________________________________
 AA2319* NAD 83(1992)-  32 09 00.63093(N)    085 47 08.72634(W)     ADJUSTED  
 AA2319* NAVD 88     -       101.6    (meters)     333.     (feet)  VERTCON   
 AA2319  ___________________________________________________________________
 AA2319  X           -     397,212.854 (meters)                     COMP
 AA2319  Y           -  -5,390,663.505 (meters)                     COMP
 AA2319  Z           -   3,374,581.647 (meters)                     COMP
 AA2319  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AA2319  ELLIP HEIGHT-          74.31  (meters)          (07/29/02) GPS OBS
 AA2319  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 AA2319
 AA2319  HORZ ORDER  -  FIRST
 AA2319  ELLP ORDER  -  FOURTH    CLASS I
 AA2319
 AA2319.The horizontal coordinates were established by GPS observations
 AA2319.and adjusted by the National Geodetic Survey in November 1994..
 AA2319
 AA2319.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2319.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2319
 AA2319.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2319
 AA2319.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2319
 AA2319.The ellipsoidal height was determined by GPS observations
 AA2319.and is referenced to NAD 83.
 AA2319
 AA2319.The geoid height was determined by GEOID03.
 AA2319
 AA2319;                    North         East     Units Scale Factor Converg.
 AA2319;SPC AL E     -   182,957.027   204,488.085   MT  0.99996025   +0 01 31.1
 AA2319;UTM  16      - 3,557,727.421   614,508.126   MT  0.99976170   +0 38 46.4
 AA2319
 AA2319!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2319!SPC AL E     -   0.99998833  x   0.99996025  =   0.99994858
 AA2319!UTM  16      -   0.99998833  x   0.99976170  =   0.99975004
 AA2319
 AA2319:                Primary Azimuth Mark                     Grid Az
 AA2319:SPC AL E     -  6 34                                     309 15 45.9
 AA2319:UTM  16      -  6 34                                     308 38 30.6
 AA2319
 AA2319|---------------------------------------------------------------------|
 AA2319| PID    Reference Object                     Distance      Geod. Az  |
 AA2319|                                                           dddmmss.s |
 AA2319| AA2320 6 34                                409.121 METERS 3091717.0 |
 AA2319|---------------------------------------------------------------------|
 AA2319
 AA2319                          SUPERSEDED SURVEY CONTROL
 AA2319
 AA2319  ELLIP H (11/30/94)   74.37   (m)                       GP(       ) 4 1
 AA2319  NGVD 29 (11/30/94)  101.5    (m)          333.     (f) GPS OBS        
 AA2319
 AA2319.Superseded values are not recommended for survey control.
 AA2319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2319.See file dsdata.txt to determine how the superseded data were derived.
 AA2319
 AA2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1450857727(NAD 83)
 AA2319_MARKER: DD = SURVEY DISK
 AA2319_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2319_SP_SET: CONCRETE POST
 AA2319_STAMPING: 6-33 1992
 AA2319_MARK LOGO: ALHD  
 AA2319_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2319_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2319+STABILITY: SURFACE MOTION
 AA2319_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2319+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2319
 AA2319  HISTORY     - Date     Condition        Report By
 AA2319  HISTORY     - 1992     MONUMENTED       ALHD
 AA2319
 AA2319                          STATION DESCRIPTION
 AA2319
 AA2319'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2319'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2319'OF ALA 110, ABOUT 4.30 MI (6.92 KM) WEST OF UNION SPRINGS AND ABOUT
 AA2319'7.30 MI (11.75 KM) SOUTHEAST OF FITZPATRICK. TO REACH THE STATION FROM
 AA2319'THE JUNCTION OF U.S. 82 AND ALA 110, (MILE POST 196.25 ON U.S. 82 AND
 AA2319'MILE POST 40.70 ON ALA 110) WEST OF UNION SPRINGS, DRIVE NORTHWEST ON
 AA2319'ALA 110 FOR 1.55 MI (2.49 KM) TO MILE POST 39.20 AND THE STATION ON
 AA2319'THE LEFT. THE STATION IS 3.1 FT (0.9 M) NORTHEAST OF A FOUR STRAND
 AA2319'BARBED WIRE FENCE ON WOOD POSTS, 37.3 FT (11.4 M) SOUTHWEST OF THE
 AA2319'CENTERLINE OF ALA 110, 2.8 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS
 AA2319'POST, AND SET FLUSH WITH THE GROUND. STATION 6-34 1992 MAY BE USED AS
 AA2319'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2320 ***********************************************************************
 AA2320  DESIGNATION -  6 34
 AA2320  PID         -  AA2320
 AA2320  STATE/COUNTY-  AL/BULLOCK
 AA2320  USGS QUAD   -  THOMPSON (1971)
 AA2320
 AA2320                         *CURRENT SURVEY CONTROL
 AA2320  ___________________________________________________________________
 AA2320* NAD 83(1992)-  32 09 09.04121(N)    085 47 20.81006(W)     ADJUSTED  
 AA2320* NAVD 88     -       102.5    (meters)     336.     (feet)  VERTCON   
 AA2320  ___________________________________________________________________
 AA2320  X           -     396,886.986 (meters)                     COMP
 AA2320  Y           -  -5,390,550.087 (meters)                     COMP
 AA2320  Z           -   3,374,801.491 (meters)                     COMP
 AA2320  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 AA2320  ELLIP HEIGHT-          75.27  (meters)          (07/29/02) GPS OBS
 AA2320  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 AA2320
 AA2320  HORZ ORDER  -  FIRST
 AA2320  ELLP ORDER  -  FOURTH    CLASS I
 AA2320
 AA2320.The horizontal coordinates were established by GPS observations
 AA2320.and adjusted by the National Geodetic Survey in November 1994..
 AA2320
 AA2320.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2320.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2320
 AA2320.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2320
 AA2320.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2320
 AA2320.The ellipsoidal height was determined by GPS observations
 AA2320.and is referenced to NAD 83.
 AA2320
 AA2320.The geoid height was determined by GEOID03.
 AA2320
 AA2320;                    North         East     Units Scale Factor Converg.
 AA2320;SPC AL E     -   183,215.941   204,171.335   MT  0.99996021   +0 01 24.7
 AA2320;UTM  16      - 3,557,982.836   614,188.652   MT  0.99976080   +0 38 40.1
 AA2320
 AA2320!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2320!SPC AL E     -   0.99998818  x   0.99996021  =   0.99994839
 AA2320!UTM  16      -   0.99998818  x   0.99976080  =   0.99974898
 AA2320
 AA2320:                Primary Azimuth Mark                     Grid Az
 AA2320:SPC AL E     -  6 33                                     129 15 45.9
 AA2320:UTM  16      -  6 33                                     128 38 30.5
 AA2320
 AA2320|---------------------------------------------------------------------|
 AA2320| PID    Reference Object                     Distance      Geod. Az  |
 AA2320|                                                           dddmmss.s |
 AA2320| AA2319 6 33                                409.121 METERS 1291710.6 |
 AA2320|---------------------------------------------------------------------|
 AA2320
 AA2320                          SUPERSEDED SURVEY CONTROL
 AA2320
 AA2320  ELLIP H (11/30/94)   75.33   (m)                       GP(       ) 4 1
 AA2320  NGVD 29 (11/30/94)  102.5    (m)          336.     (f) GPS OBS        
 AA2320
 AA2320.Superseded values are not recommended for survey control.
 AA2320.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2320.See file dsdata.txt to determine how the superseded data were derived.
 AA2320
 AA2320_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1418957983(NAD 83)
 AA2320_MARKER: DD = SURVEY DISK
 AA2320_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2320_SP_SET: CONCRETE POST
 AA2320_STAMPING: 6-34 1992
 AA2320_MARK LOGO: ALHD  
 AA2320_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2320_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2320+STABILITY: SURFACE MOTION
 AA2320_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2320+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2320
 AA2320  HISTORY     - Date     Condition        Report By
 AA2320  HISTORY     - 1992     MONUMENTED       ALHD
 AA2320
 AA2320                          STATION DESCRIPTION
 AA2320
 AA2320'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2320'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2320'OF ALA 110, ABOUT 4.45 MI (7.16 KM) WEST OF UNION SPRINGS AND ABOUT
 AA2320'7.05 MI (11.35 KM) SOUTHEAST OF FITZPATRICK. TO REACH THE STATION FROM
 AA2320'THE JUNCTION OF U.S. 82 AND ALA 110, (MILE POST 196.25 ON U.S. 82 AND
 AA2320'MILE POST 40.70 ON ALA 110) WEST OF UNION SPRINGS, DRIVE NORTHWEST ON
 AA2320'ALA 110 FOR 1.80 MI (2.90 KM) TO MILE POST 38.95 AND THE STATION ON
 AA2320'THE RIGHT. THE STATION IS 8.7 FT (2.7 M) WEST-NORTHWEST OF TELEPHONE
 AA2320'CABLE PEDESTAL NO. 5 28 AND A TWELVE-INCH WOOD POST, 43.9 FT (13.4 M)
 AA2320'NORTHEAST OF THE CENTERLINE OF ALA 110, 3.3 FT (1.0 M) SOUTHWEST OF A
 AA2320'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-33
 AA2320'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2662 ***********************************************************************
 AA2662  DESIGNATION -  6 35
 AA2662  PID         -  AA2662
 AA2662  STATE/COUNTY-  AL/BULLOCK
 AA2662  USGS QUAD   -  THOMPSON (1971)
 AA2662
 AA2662                         *CURRENT SURVEY CONTROL
 AA2662  ___________________________________________________________________
 AA2662* NAD 83(1992)-  32 12 45.05147(N)    085 48 27.15197(W)     ADJUSTED  
 AA2662* NAVD 88     -       102.3    (meters)     336.     (feet)  VERTCON   
 AA2662  ___________________________________________________________________
 AA2662  X           -     394,894.063 (meters)                     COMP
 AA2662  Y           -  -5,387,142.625 (meters)                     COMP
 AA2662  Z           -   3,380,432.724 (meters)                     COMP
 AA2662  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 AA2662  ELLIP HEIGHT-          74.81  (meters)          (07/29/02) GPS OBS
 AA2662  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA2662
 AA2662  HORZ ORDER  -  FIRST
 AA2662  ELLP ORDER  -  FOURTH    CLASS I
 AA2662
 AA2662.The horizontal coordinates were established by GPS observations
 AA2662.and adjusted by the National Geodetic Survey in November 1994..
 AA2662
 AA2662.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2662.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2662
 AA2662.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2662
 AA2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2662
 AA2662.The ellipsoidal height was determined by GPS observations
 AA2662.and is referenced to NAD 83.
 AA2662
 AA2662.The geoid height was determined by GEOID03.
 AA2662
 AA2662;                    North         East     Units Scale Factor Converg.
 AA2662;SPC AL E     -   189,868.826   202,431.349   MT  0.99996007   +0 00 49.5
 AA2662;UTM  16      - 3,564,615.119   612,376.975   MT  0.99975573   +0 38 08.6
 AA2662
 AA2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2662!SPC AL E     -   0.99998825  x   0.99996007  =   0.99994832
 AA2662!UTM  16      -   0.99998825  x   0.99975573  =   0.99974399
 AA2662
 AA2662:                Primary Azimuth Mark                     Grid Az
 AA2662:SPC AL E     -  6 36                                     315 00 19.2
 AA2662:UTM  16      -  6 36                                     314 23 00.1
 AA2662
 AA2662|---------------------------------------------------------------------|
 AA2662| PID    Reference Object                     Distance      Geod. Az  |
 AA2662|                                                           dddmmss.s |
 AA2662| AA2321 6 36                                APPROX. 0.6 KM 3150108.7 |
 AA2662|---------------------------------------------------------------------|
 AA2662
 AA2662                          SUPERSEDED SURVEY CONTROL
 AA2662
 AA2662  ELLIP H (11/30/94)   74.88   (m)                       GP(       ) 4 1
 AA2662  NGVD 29 (11/30/94)  102.3    (m)          336.     (f) GPS OBS        
 AA2662
 AA2662.Superseded values are not recommended for survey control.
 AA2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2662.See file dsdata.txt to determine how the superseded data were derived.
 AA2662
 AA2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1237764615(NAD 83)
 AA2662_MARKER: DD = SURVEY DISK
 AA2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2662_SP_SET: CONCRETE POST
 AA2662_STAMPING: 6-35 1992
 AA2662_MARK LOGO: ALHD  
 AA2662_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2662+STABILITY: SURFACE MOTION
 AA2662_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2662+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2662
 AA2662  HISTORY     - Date     Condition        Report By
 AA2662  HISTORY     - 1992     MONUMENTED       ALHD
 AA2662
 AA2662                          STATION DESCRIPTION
 AA2662
 AA2662'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2662'THE STATION IS LOCATED IN BULLOCK ON THE WEST RIGHT OF WAY OF BULLOCK
 AA2662'COUNTY ROAD NO. 165, ABOUT 4.65 MI (7.48 KM) EAST OF FITZPATRICK AND
 AA2662'ABOUT 7.20 MI (11.59 KM) NORTHWEST OF UNION SPRINGS. TO REACH THE
 AA2662'STATION FROM THE JUNCTION OF U.S. 82 AND ALA 110, (MILE POST 196.25 ON
 AA2662'U.S. 82 AND MILE POST 40.70 ON ALA 110) WEST OF UNION SPRINGS, DRIVE
 AA2662'NORTHWEST ON ALA 110 FOR 4.70 MI (7.56 KM) TO MILE POST 36.05 AND
 AA2662'BULLOCK COUNTY ROAD NO. 130 ON THE RIGHT, TURN RIGHT ON BULLOCK COUNTY
 AA2662'ROAD NO. 130 AND DRIVE NORTHEAST FOR 0.25 MI (0.40 KM) TO A PAVED
 AA2662'CROSSROADS, CONTINUE NORTHWEST FOR 0.40 MI (0.64 KM) TO BULLOCK COUNTY
 AA2662'ROAD NO. 165 ON THE LEFT, TURN LEFT ON BULLOCK COUNTY ROAD NO. 165 AND
 AA2662'DRIVE NORTH FOR 1.70 MI (2.74 KM) TO THE STATION ON THE LEFT. THE
 AA2662'STATION IS 2.9 FT (0.9 M) EAST OF A SIX STRAND BARBED WIRE FENCE ON
 AA2662'WOOD POSTS, 26.9 FT (8.2 M) WEST OF THE CENTERLINE OF BULLOCK COUNTY
 AA2662'ROAD NO. 165, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA2662'FLUSH WITH THE GROUND. STATION 6-36 1992 MAY BE USED AS AN AZIMUTH FOR
 AA2662'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2321 ***********************************************************************
 AA2321  DESIGNATION -  6 36
 AA2321  PID         -  AA2321
 AA2321  STATE/COUNTY-  AL/BULLOCK
 AA2321  USGS QUAD   -  THOMPSON (1971)
 AA2321
 AA2321                         *CURRENT SURVEY CONTROL
 AA2321  ___________________________________________________________________
 AA2321* NAD 83(1992)-  32 12 58.45047(N)    085 48 42.90303(W)     ADJUSTED  
 AA2321* NAVD 88     -        95.5    (meters)     313.     (feet)  VERTCON   
 AA2321  ___________________________________________________________________
 AA2321  X           -     394,466.193 (meters)                     COMP
 AA2321  Y           -  -5,386,947.582 (meters)                     COMP
 AA2321  Z           -   3,380,778.290 (meters)                     COMP
 AA2321  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AA2321  ELLIP HEIGHT-          68.00  (meters)          (07/29/02) GPS OBS
 AA2321  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AA2321
 AA2321  HORZ ORDER  -  FIRST
 AA2321  ELLP ORDER  -  FOURTH    CLASS I
 AA2321
 AA2321.The horizontal coordinates were established by GPS observations
 AA2321.and adjusted by the National Geodetic Survey in November 1994..
 AA2321
 AA2321.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2321.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2321
 AA2321.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2321
 AA2321.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2321
 AA2321.The ellipsoidal height was determined by GPS observations
 AA2321.and is referenced to NAD 83.
 AA2321
 AA2321.The geoid height was determined by GEOID03.
 AA2321
 AA2321;                    North         East     Units Scale Factor Converg.
 AA2321;SPC AL E     -   190,281.447   202,018.804   MT  0.99996005   +0 00 41.1
 AA2321;UTM  16      - 3,565,023.154   611,960.061   MT  0.99975458   +0 38 00.4
 AA2321
 AA2321!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2321!SPC AL E     -   0.99998932  x   0.99996005  =   0.99994937
 AA2321!UTM  16      -   0.99998932  x   0.99975458  =   0.99974391
 AA2321
 AA2321:                Primary Azimuth Mark                     Grid Az
 AA2321:SPC AL E     -  6 35                                     135 00 19.2
 AA2321:UTM  16      -  6 35                                     134 22 59.9
 AA2321
 AA2321|---------------------------------------------------------------------|
 AA2321| PID    Reference Object                     Distance      Geod. Az  |
 AA2321|                                                           dddmmss.s |
 AA2321| AA2662 6 35                                APPROX. 0.6 KM 1350100.3 |
 AA2321|---------------------------------------------------------------------|
 AA2321
 AA2321                          SUPERSEDED SURVEY CONTROL
 AA2321
 AA2321  ELLIP H (11/30/94)   68.07   (m)                       GP(       ) 4 1
 AA2321  NGVD 29 (11/30/94)   95.5    (m)          313.     (f) GPS OBS        
 AA2321
 AA2321.Superseded values are not recommended for survey control.
 AA2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2321.See file dsdata.txt to determine how the superseded data were derived.
 AA2321
 AA2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1196065023(NAD 83)
 AA2321_MARKER: DD = SURVEY DISK
 AA2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2321_SP_SET: CONCRETE POST
 AA2321_STAMPING: 6-36 1992
 AA2321_MARK LOGO: ALHD  
 AA2321_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2321+STABILITY: SURFACE MOTION
 AA2321_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2321+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2321
 AA2321  HISTORY     - Date     Condition        Report By
 AA2321  HISTORY     - 1992     MONUMENTED       ALHD
 AA2321
 AA2321                          STATION DESCRIPTION
 AA2321
 AA2321'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2321'THE STATION IS LOCATED IN BULLOCK ON THE SOUTHWEST RIGHT OF WAY OF
 AA2321'BULLOCK COUNTY ROAD NO. 165, ABOUT 4.45 MI (7.16 KM) EAST OF
 AA2321'FITZPATRICK AND ABOUT 7.50 MI (12.07 KM) NORTHWEST OF UNION SPRINGS.
 AA2321'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 110, (MILE
 AA2321'POST 196.25 ON U.S. 82 AND MILE POST 40.70 ON ALA 110) WEST OF UNION
 AA2321'SPRINGS, DRIVE NORTHWEST ON ALA 110 FOR 4.70 MI (7.56 KM) TO MILE POST
 AA2321'36.05 AND BULLOCK COUNTY ROAD NO. 130 ON THE RIGHT, TURN RIGHT ON
 AA2321'BULLOCK COUNTY ROAD NO. 130 AND DRIVE NORTHEAST FOR 0.25 MI (0.40 KM)
 AA2321'TO A PAVED CROSSROADS, CONTINUE NORTHWEST FOR 0.40 MI (0.64 KM) TO
 AA2321'BULLOCK COUNTY ROAD NO. 165 ON THE LEFT, TURN LEFT ON BULLOCK COUNTY
 AA2321'ROAD NO. 165 AND DRIVE NORTH FOR 2.10 MI (3.38 KM) TO THE STATION ON
 AA2321'THE LEFT. THE STATION IS 3.3 FT (1.0 M) NORTHEAST OF A FOUR STRAND
 AA2321'BARBED WIRE FENCE ON WOOD POST, 3.8 FT (1.2 M) NORTH-NORTHEAST OF A
 AA2321'FENCE JUNCTION, 25.2 FT (7.7 M) SOUTHWEST OF THE CENTERLINE OF BULLOCK
 AA2321'COUNTY ROAD NO. 165, 2.7 FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS
 AA2321'POST, AND SET FLUSH WITH THE GROUND. STATION 6-35 1992 MAY BE USED AS
 AA2321'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2322 ***********************************************************************
 AA2322  DESIGNATION -  6 37
 AA2322  PID         -  AA2322
 AA2322  STATE/COUNTY-  AL/BULLOCK
 AA2322  USGS QUAD   -  ABERFOIL (1973)
 AA2322
 AA2322                         *CURRENT SURVEY CONTROL
 AA2322  ___________________________________________________________________
 AA2322* NAD 83(1992)-  32 05 14.96135(N)    085 42 44.27654(W)     ADJUSTED  
 AA2322* NAVD 88     -       141.7    (meters)     465.     (feet)  VERTCON   
 AA2322  ___________________________________________________________________
 AA2322  X           -     404,402.715 (meters)                     COMP
 AA2322  Y           -  -5,393,869.478 (meters)                     COMP
 AA2322  Z           -   3,368,715.788 (meters)                     COMP
 AA2322  LAPLACE CORR-           2.38  (seconds)                    DEFLEC99
 AA2322  ELLIP HEIGHT-         114.77  (meters)          (07/29/02) GPS OBS
 AA2322  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 AA2322
 AA2322  HORZ ORDER  -  FIRST
 AA2322  ELLP ORDER  -  FOURTH    CLASS I
 AA2322
 AA2322.The horizontal coordinates were established by GPS observations
 AA2322.and adjusted by the National Geodetic Survey in November 1994..
 AA2322
 AA2322.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2322.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2322
 AA2322.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2322
 AA2322.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2322
 AA2322.The ellipsoidal height was determined by GPS observations
 AA2322.and is referenced to NAD 83.
 AA2322
 AA2322.The geoid height was determined by GEOID03.
 AA2322
 AA2322;                    North         East     Units Scale Factor Converg.
 AA2322;SPC AL E     -   176,011.544   211,425.584   MT  0.99996161   +0 03 51.5
 AA2322;UTM  16      - 3,550,858.758   621,519.093   MT  0.99978211   +0 41 02.9
 AA2322
 AA2322!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2322!SPC AL E     -   0.99998198  x   0.99996161  =   0.99994359
 AA2322!UTM  16      -   0.99998198  x   0.99978211  =   0.99976409
 AA2322
 AA2322:                Primary Azimuth Mark                     Grid Az
 AA2322:SPC AL E     -  6 38                                     185 58 05.5
 AA2322:UTM  16      -  6 38                                     185 20 54.1
 AA2322
 AA2322|---------------------------------------------------------------------|
 AA2322| PID    Reference Object                     Distance      Geod. Az  |
 AA2322|                                                           dddmmss.s |
 AA2322| AA2323 6 38                                472.008 METERS 1860157.0 |
 AA2322|---------------------------------------------------------------------|
 AA2322
 AA2322                          SUPERSEDED SURVEY CONTROL
 AA2322
 AA2322  ELLIP H (11/30/94)  114.83   (m)                       GP(       ) 4 1
 AA2322  NGVD 29 (11/30/94)  141.7    (m)          465.     (f) GPS OBS        
 AA2322
 AA2322.Superseded values are not recommended for survey control.
 AA2322.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2322.See file dsdata.txt to determine how the superseded data were derived.
 AA2322
 AA2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2151950859(NAD 83)
 AA2322_MARKER: DD = SURVEY DISK
 AA2322_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2322_SP_SET: CONCRETE POST
 AA2322_STAMPING: 6-37 1992
 AA2322_MARK LOGO: ALHD  
 AA2322_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2322_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2322+STABILITY: SURFACE MOTION
 AA2322_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2322+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2322
 AA2322  HISTORY     - Date     Condition        Report By
 AA2322  HISTORY     - 1992     MONUMENTED       ALHD
 AA2322
 AA2322                          STATION DESCRIPTION
 AA2322
 AA2322'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2322'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 AA2322'BULLOCK COUNTY ROAD NO. 31, ABOUT 3.95 MI (6.36 KM) SOUTH OF UNION
 AA2322'SPRINGS AND ABOUT 11.40 MI (18.35 KM) WEST OF MIDWAY. TO REACH THE
 AA2322'STATION FROM THE JUNCTION OF U.S. 82 AND ALA 223, (MILE POST 198.65 ON
 AA2322'U.S. 82 AND MILE POST 26.55 ON ALA 223), IN UNION SPRINGS, DRIVE
 AA2322'SOUTHWEST ON ALA 223 FOR 2.05 MI (3.30 KM) TO MILE POST 24.50 AND
 AA2322'BULLOCK COUNTY ROAD NO. 31 ON THE LEFT, TURN LEFT ON BULLOCK COUNTY
 AA2322'ROAD NO. 31 AND DRIVE SOUTHEAST FOR 2.00 MI (3.22 KM) TO THE STATION
 AA2322'ON THE LEFT. THE STATION IS 41.9 FT (12.8 M) EAST OF THE CENTERLINE OF
 AA2322'BULLOCK COUNTY ROAD NO. 31, 119.6 FT (36.5 M) NORTH OF A JUNCTION
 AA2322'POWER POLE, 1.9 FT (0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA2322'FLUSH WITH THE GROUND. STATION 6-38 1992 MAY BE USED AS AN AZIMUTH FOR
 AA2322'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2323 ***********************************************************************
 AA2323  DESIGNATION -  6 38
 AA2323  PID         -  AA2323
 AA2323  STATE/COUNTY-  AL/BULLOCK
 AA2323  USGS QUAD   -  ABERFOIL (1973)
 AA2323
 AA2323                         *CURRENT SURVEY CONTROL
 AA2323  ___________________________________________________________________
 AA2323* NAD 83(1992)-  32 04 59.72243(N)    085 42 46.16808(W)     ADJUSTED  
 AA2323* NAVD 88     -       137.8    (meters)     452.     (feet)  VERTCON   
 AA2323  ___________________________________________________________________
 AA2323  X           -     404,371.643 (meters)                     COMP
 AA2323  Y           -  -5,394,118.531 (meters)                     COMP
 AA2323  Z           -   3,368,316.012 (meters)                     COMP
 AA2323  LAPLACE CORR-           2.40  (seconds)                    DEFLEC99
 AA2323  ELLIP HEIGHT-         110.87  (meters)          (07/29/02) GPS OBS
 AA2323  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AA2323
 AA2323  HORZ ORDER  -  FIRST
 AA2323  ELLP ORDER  -  FOURTH    CLASS I
 AA2323
 AA2323.The horizontal coordinates were established by GPS observations
 AA2323.and adjusted by the National Geodetic Survey in November 1994..
 AA2323
 AA2323.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2323.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2323
 AA2323.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2323
 AA2323.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2323
 AA2323.The ellipsoidal height was determined by GPS observations
 AA2323.and is referenced to NAD 83.
 AA2323
 AA2323.The geoid height was determined by GEOID03.
 AA2323
 AA2323;                    North         East     Units Scale Factor Converg.
 AA2323;SPC AL E     -   175,542.113   211,376.508   MT  0.99996160   +0 03 50.4
 AA2323;UTM  16      - 3,550,388.908   621,475.106   MT  0.99978198   +0 41 01.6
 AA2323
 AA2323!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2323!SPC AL E     -   0.99998259  x   0.99996160  =   0.99994419
 AA2323!UTM  16      -   0.99998259  x   0.99978198  =   0.99976458
 AA2323
 AA2323:                Primary Azimuth Mark                     Grid Az
 AA2323:SPC AL E     -  6 37                                     005 58 05.6
 AA2323:UTM  16      -  6 37                                     005 20 54.4
 AA2323
 AA2323|---------------------------------------------------------------------|
 AA2323| PID    Reference Object                     Distance      Geod. Az  |
 AA2323|                                                           dddmmss.s |
 AA2323| AA2322 6 37                                472.008 METERS 0060156.0 |
 AA2323|---------------------------------------------------------------------|
 AA2323
 AA2323                          SUPERSEDED SURVEY CONTROL
 AA2323
 AA2323  ELLIP H (11/30/94)  110.92   (m)                       GP(       ) 4 1
 AA2323  NGVD 29 (11/30/94)  137.8    (m)          452.     (f) GPS OBS        
 AA2323
 AA2323.Superseded values are not recommended for survey control.
 AA2323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2323.See file dsdata.txt to determine how the superseded data were derived.
 AA2323
 AA2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2147550389(NAD 83)
 AA2323_MARKER: DD = SURVEY DISK
 AA2323_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2323_SP_SET: CONCRETE POST
 AA2323_STAMPING: 6-38 1992
 AA2323_MARK LOGO: ALHD  
 AA2323_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2323_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2323+STABILITY: SURFACE MOTION
 AA2323_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2323+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2323
 AA2323  HISTORY     - Date     Condition        Report By
 AA2323  HISTORY     - 1992     MONUMENTED       ALHD
 AA2323
 AA2323                          STATION DESCRIPTION
 AA2323
 AA2323'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2323'THE STATION IS LOCATED IN BULLOCK COUNTY IN THE NORTHWEST QUADRANT OF
 AA2323'THE INTERSECTION OF BULLOCK COUNTY ROAD NO. 31 AND BULLOCK COUNTY ROAD
 AA2323'NO. 22, ABOUT 4.25 MI (6.84 KM) SOUTH OF UNION SPRINGS AND ABOUT 11.60
 AA2323'MI (18.67 KM) WEST OF MIDWAY. TO REACH THE STATION FROM THE JUNCTION
 AA2323'OF U.S. 82 AND ALA 223, (MILE POST 198.65 ON U.S. 82 AND MILE POST
 AA2323'26.55 ON ALA 223), IN UNION SPRINGS, DRIVE SOUTHWEST ON ALA 223 FOR
 AA2323'2.05 MI (3.30 KM) TO MILE POST 24.50 AND BULLOCK COUNTY ROAD NO. 31 ON
 AA2323'THE LEFT, TURN LEFT ON BULLOCK COUNTY ROAD NO. 31 AND DRIVE SOUTHEAST
 AA2323'FOR 2.30 MI (3.70 KM) AND THE STATION IN THE NORTHWEST QUADRANT OF THE
 AA2323'INTERSECTION OF BULLOCK COUNTY ROAD NO. 31 AND BULLOCK COUNTY ROAD NO.
 AA2323'22. THE STATION IS 3.3 FT (1.0 M) SOUTH-SOUTHEAST OF A FOUR STRAND
 AA2323'BARBED WIRE FENCE ON WOOD POST, 24.9 FT (7.6 M) NORTHWEST OF A GRAPHIC
 AA2323'CURVE SIGN, 37.6 FT (11.5 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 AA2323'BULLOCK COUNTY ROAD NO. 22, 54.5 FT (16.6 M) NORTH-NORTHWEST OF A
 AA2323'BULLOCK COUNTY ROAD NO. 31 LEFT AND RIGHT SIGN, 110.0 FT (33.5 M) WEST
 AA2323'OF THE CENTER OF THE INTERSECTION OF BULLOCK COUNTY ROAD NO. 31 AND
 AA2323'BULLOCK COUNTY ROAD NO. 22, 3.3 FT (1.0 M) SOUTHEAST OF A CARSONITE
 AA2323'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-37 1992 MAY BE
 AA2323'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2324 ***********************************************************************
 AA2324  DESIGNATION -  6 39
 AA2324  PID         -  AA2324
 AA2324  STATE/COUNTY-  AL/BULLOCK
 AA2324  USGS QUAD   -  PEROTE (1968)
 AA2324
 AA2324                         *CURRENT SURVEY CONTROL
 AA2324  ___________________________________________________________________
 AA2324* NAD 83(1992)-  31 54 52.32777(N)    085 42 03.73434(W)     ADJUSTED  
 AA2324* NAVD 88     -       131.4    (meters)     431.     (feet)  VERTCON   
 AA2324  ___________________________________________________________________
 AA2324  X           -     406,224.126 (meters)                     COMP
 AA2324  Y           -  -5,403,916.395 (meters)                     COMP
 AA2324  Z           -   3,352,446.372 (meters)                     COMP
 AA2324  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AA2324  ELLIP HEIGHT-         104.95  (meters)          (07/29/02) GPS OBS
 AA2324  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 AA2324
 AA2324  HORZ ORDER  -  FIRST
 AA2324  ELLP ORDER  -  FOURTH    CLASS I
 AA2324
 AA2324.The horizontal coordinates were established by GPS observations
 AA2324.and adjusted by the National Geodetic Survey in November 1994..
 AA2324
 AA2324.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2324.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2324
 AA2324.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2324
 AA2324.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2324
 AA2324.The ellipsoidal height was determined by GPS observations
 AA2324.and is referenced to NAD 83.
 AA2324
 AA2324.The geoid height was determined by GEOID03.
 AA2324
 AA2324;                    North         East     Units Scale Factor Converg.
 AA2324;SPC AL E     -   156,835.242   212,512.153   MT  0.99996193   +0 04 11.8
 AA2324;UTM  16      - 3,531,698.704   622,812.316   MT  0.99978601   +0 41 12.4
 AA2324
 AA2324!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2324!SPC AL E     -   0.99998352  x   0.99996193  =   0.99994545
 AA2324!UTM  16      -   0.99998352  x   0.99978601  =   0.99976953
 AA2324
 AA2324                          SUPERSEDED SURVEY CONTROL
 AA2324
 AA2324  ELLIP H (11/30/94)  104.99   (m)                       GP(       ) 4 1
 AA2324  NGVD 29 (11/30/94)  131.4    (m)          431.     (f) GPS OBS        
 AA2324
 AA2324.Superseded values are not recommended for survey control.
 AA2324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2324.See file dsdata.txt to determine how the superseded data were derived.
 AA2324
 AA2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA2281231699(NAD 83)
 AA2324_MARKER: DD = SURVEY DISK
 AA2324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2324_SP_SET: CONCRETE POST
 AA2324_STAMPING: 6-39 1992
 AA2324_MARK LOGO: ALHD  
 AA2324_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2324+STABILITY: SURFACE MOTION
 AA2324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2324+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2324
 AA2324  HISTORY     - Date     Condition        Report By
 AA2324  HISTORY     - 1992     MONUMENTED       ALHD
 AA2324
 AA2324                          STATION DESCRIPTION
 AA2324
 AA2324'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2324'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 AA2324'U.S. 29, ABOUT 2.30 MI (3.70 KM) SOUTH OF PEROTE AND ABOUT 1.75 MI
 AA2324'(2.82 KM) NORTH OF TANYARD. TO REACH THE STATION FROM THE JUNCTION OF
 AA2324'U.S. 29 AND ALA 239, (MILE POST 138.50 ON U.S. 29 AND MILE POST 22.35
 AA2324'ON ALA 239) SOUTH OF UNION SPRINGS, DRIVE SOUTH ON U.S. 29 FOR 12.05
 AA2324'MI (19.39 KM) TO MILE POST 126.45 AND THE STATION ON THE RIGHT. THE
 AA2324'STATION IS 35.5 FT (10.8 M) WEST-SOUTHWEST OF THE CENTERLINE OF U.S.
 AA2324'29, 95.6 FT (29.1 M) SOUTHEAST OF A POWER POLE, 1.3 FT (0.4 M) EAST OF
 AA2324'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-40
 AA2324'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2404 ***********************************************************************
 CM2404  DESIGNATION -  6 4
 CM2404  PID         -  CM2404
 CM2404  STATE/COUNTY-  AL/BULLOCK
 CM2404  USGS QUAD   -  FITZPATRICK (1979)
 CM2404
 CM2404                         *CURRENT SURVEY CONTROL
 CM2404  ___________________________________________________________________
 CM2404* NAD 83(1992)-  32 11 35.75799(N)    085 52 33.27385(W)     ADJUSTED  
 CM2404* NAVD 88     -        98.3    (meters)     323.     (feet)  GPS OBS   
 CM2404  ___________________________________________________________________
 CM2404  X           -     388,547.235 (meters)                     COMP
 CM2404  Y           -  -5,388,741.207 (meters)                     COMP
 CM2404  Z           -   3,378,624.508 (meters)                     COMP
 CM2404  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CM2404  ELLIP HEIGHT-          70.86  (meters)          (07/29/02) GPS OBS
 CM2404  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CM2404
 CM2404  HORZ ORDER  -  FIRST
 CM2404  ELLP ORDER  -  FOURTH    CLASS I
 CM2404
 CM2404.The horizontal coordinates were established by GPS observations
 CM2404.and adjusted by the National Geodetic Survey in December 1992..
 CM2404
 CM2404.The orthometric height was determined by GPS observations and a
 CM2404.high-resolution geoid model.
 CM2404
 CM2404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2404
 CM2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2404
 CM2404.The ellipsoidal height was determined by GPS observations
 CM2404.and is referenced to NAD 83.
 CM2404
 CM2404.The geoid height was determined by GEOID03.
 CM2404
 CM2404;                    North         East     Units Scale Factor Converg.
 CM2404;SPC AL E     -   187,734.976   195,985.476   MT  0.99996020   -0 01 21.7
 CM2404;UTM  16      - 3,562,411.911   605,956.007   MT  0.99973845   +0 35 56.2
 CM2404
 CM2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2404!SPC AL E     -   0.99998887  x   0.99996020  =   0.99994907
 CM2404!UTM  16      -   0.99998887  x   0.99973845  =   0.99972733
 CM2404
 CM2404:                Primary Azimuth Mark                     Grid Az
 CM2404:SPC AL E     -  6 3                                      340 22 20.5
 CM2404:UTM  16      -  6 3                                      339 45 02.6
 CM2404
 CM2404|---------------------------------------------------------------------|
 CM2404| PID    Reference Object                     Distance      Geod. Az  |
 CM2404|                                                           dddmmss.s |
 CM2404| CM2403 6 3                                 460.100 METERS 3402058.8 |
 CM2404|---------------------------------------------------------------------|
 CM2404
 CM2404                          SUPERSEDED SURVEY CONTROL
 CM2404
 CM2404  ELLIP H (12/04/92)   70.92   (m)                       GP(       ) 4 1
 CM2404  NAD 83(1986)-  32 11 35.76747(N)    085 52 33.27412(W) AD(       ) 1
 CM2404  NGVD 29 (12/04/92)   98.3    (m)          323.     (f) GPS OBS        
 CM2404
 CM2404.Superseded values are not recommended for survey control.
 CM2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2404.See file dsdata.txt to determine how the superseded data were derived.
 CM2404
 CM2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0595662412(NAD 83)
 CM2404_MARKER: DD = SURVEY DISK
 CM2404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2404_SP_SET: CONCRETE POST
 CM2404_STAMPING: 6-4 1991
 CM2404_MARK LOGO: ALHD  
 CM2404_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2404+STABILITY: SURFACE MOTION
 CM2404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2404+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2404
 CM2404  HISTORY     - Date     Condition        Report By
 CM2404  HISTORY     - 1991     MONUMENTED       ALHD
 CM2404
 CM2404                          STATION DESCRIPTION
 CM2404
 CM2404'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2404'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 CM2404'ALA 110, ABOUT 1.40 MI (2.25 KM) SOUTH-SOUTHEAST OF FITZPATRICK AND
 CM2404'ABOUT 10.10 MI (16.25 KM) WEST-NORTHWEST OF UNION SPRINGS.
 CM2404'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 110 (MILE
 CM2404'POST 40.75 ON ALA 110 AND MILE POST 196.15 ON U.S. 82) ABOUT 3.00 MI
 CM2404'(4.83 KM) WEST OF UNION SPRINGS, DRIVE NORTHWEST ON ALA 110 FOR 8.40
 CM2404'MI (13.52 KM) TO MILE POST 32.35 AND THE STATION ON THE LEFT.
 CM2404'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 CM2404'ON WOOD POSTS, 13.4 FT (4.1 M) SOUTH-SOUTHEAST OF THE SOUTH ONE OF
 CM2404'TWO CONNECTED POSTS IN THE FENCE LINE, 37.0 FT (11.3 M) WEST OF THE
 CM2404'CENTERLINE OF ALA 110, 80.6 FT (24.6 M) WEST-SOUTHWEST OF THE SOUTH
 CM2404'ONE OF THREE CONNECTED FENCE POSTS IN THE FENCE LINE ACROSS ALA 110,
 CM2404'2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CM2404'THE GROUND.
 CM2404'STATION 6-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2325 ***********************************************************************
 AA2325  DESIGNATION -  6 40
 AA2325  PID         -  AA2325
 AA2325  STATE/COUNTY-  AL/BULLOCK
 AA2325  USGS QUAD   -  PEROTE (1968)
 AA2325
 AA2325                         *CURRENT SURVEY CONTROL
 AA2325  ___________________________________________________________________
 AA2325* NAD 83(1992)-  31 55 14.98123(N)    085 42 15.53600(W)     ADJUSTED  
 AA2325* NAVD 88     -       144.1    (meters)     473.     (feet)  VERTCON   
 AA2325  ___________________________________________________________________
 AA2325  X           -     405,888.104 (meters)                     COMP
 AA2325  Y           -  -5,403,582.434 (meters)                     COMP
 AA2325  Z           -   3,353,045.320 (meters)                     COMP
 AA2325  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AA2325  ELLIP HEIGHT-         117.57  (meters)          (07/29/02) GPS OBS
 AA2325  GEOID HEIGHT-         -26.51  (meters)                     GEOID03
 AA2325
 AA2325  HORZ ORDER  -  FIRST
 AA2325  ELLP ORDER  -  FOURTH    CLASS I
 AA2325
 AA2325.The horizontal coordinates were established by GPS observations
 AA2325.and adjusted by the National Geodetic Survey in November 1994..
 AA2325
 AA2325.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2325.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2325
 AA2325.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2325
 AA2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2325
 AA2325.The ellipsoidal height was determined by GPS observations
 AA2325.and is referenced to NAD 83.
 AA2325
 AA2325.The geoid height was determined by GEOID03.
 AA2325
 AA2325;                    North         East     Units Scale Factor Converg.
 AA2325;SPC AL E     -   157,532.601   212,201.276   MT  0.99996184   +0 04 05.6
 AA2325;UTM  16      - 3,532,392.554   622,494.006   MT  0.99978505   +0 41 06.6
 AA2325
 AA2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2325!SPC AL E     -   0.99998154  x   0.99996184  =   0.99994338
 AA2325!UTM  16      -   0.99998154  x   0.99978505  =   0.99976659
 AA2325
 AA2325                          SUPERSEDED SURVEY CONTROL
 AA2325
 AA2325  ELLIP H (11/30/94)  117.60   (m)                       GP(       ) 4 1
 AA2325  NGVD 29 (11/30/94)  144.1    (m)          473.     (f) GPS OBS        
 AA2325
 AA2325.Superseded values are not recommended for survey control.
 AA2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2325.See file dsdata.txt to determine how the superseded data were derived.
 AA2325
 AA2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA2249432393(NAD 83)
 AA2325_MARKER: DD = SURVEY DISK
 AA2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2325_SP_SET: CONCRETE POST
 AA2325_STAMPING: 6-40 1992
 AA2325_MARK LOGO: ALHD  
 AA2325_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2325_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2325+STABILITY: SURFACE MOTION
 AA2325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2325+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2325
 AA2325  HISTORY     - Date     Condition        Report By
 AA2325  HISTORY     - 1992     MONUMENTED       ALHD
 AA2325
 AA2325                          STATION DESCRIPTION
 AA2325
 AA2325'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2325'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 AA2325'U.S. 29, ABOUT 1.80 MI (2.90 KM) SOUTH OF PEROTE AND ABOUT 2.25 MI
 AA2325'(3.62 KM) NORTH OF TANYARD. TO REACH THE STATION FROM THE JUNCTION OF
 AA2325'U.S. 29 AND ALA 239, (MILE POST 138.50 ON U.S. 29 AND MILE POST 22.35
 AA2325'ON ALA 239) SOUTH OF UNION SPRINGS, DRIVE SOUTH ON U.S. 29 FOR 11.60
 AA2325'MI (18.67 KM) TO MILE POST 126.90 AND THE STATION ON THE LEFT. THE
 AA2325'STATION IS 47.5 FT (14.5 M) EAST-NORTHEAST OF THE CENTERLINE OF U.S.
 AA2325'29, 1.8 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2325'WITH THE GROUND. STATION 6-39 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2325'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2326 ***********************************************************************
 AA2326  DESIGNATION -  6 41
 AA2326  PID         -  AA2326
 AA2326  STATE/COUNTY-  AL/BULLOCK
 AA2326  USGS QUAD   -  ABERFOIL (1973)
 AA2326
 AA2326                         *CURRENT SURVEY CONTROL
 AA2326  ___________________________________________________________________
 AA2326* NAD 83(1992)-  32 00 56.74353(N)    085 42 37.48955(W)     ADJUSTED  
 AA2326* NAVD 88     -       161.2    (meters)     529.     (feet)  VERTCON   
 AA2326  ___________________________________________________________________
 AA2326  X           -     404,897.164 (meters)                     COMP
 AA2326  Y           -  -5,398,081.977 (meters)                     COMP
 AA2326  Z           -   3,361,984.839 (meters)                     COMP
 AA2326  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 AA2326  ELLIP HEIGHT-         134.50  (meters)          (07/29/02) GPS OBS
 AA2326  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 AA2326
 AA2326  HORZ ORDER  -  FIRST
 AA2326  ELLP ORDER  -  FOURTH    CLASS I
 AA2326
 AA2326.The horizontal coordinates were established by GPS observations
 AA2326.and adjusted by the National Geodetic Survey in November 1994..
 AA2326
 AA2326.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2326.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2326
 AA2326.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2326
 AA2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2326
 AA2326.The ellipsoidal height was determined by GPS observations
 AA2326.and is referenced to NAD 83.
 AA2326
 AA2326.The geoid height was determined by GEOID03.
 AA2326
 AA2326;                    North         East     Units Scale Factor Converg.
 AA2326;SPC AL E     -   168,058.393   211,612.608   MT  0.99996166   +0 03 54.6
 AA2326;UTM  16      - 3,542,909.517   621,792.008   MT  0.99978293   +0 41 01.5
 AA2326
 AA2326!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2326!SPC AL E     -   0.99997888  x   0.99996166  =   0.99994054
 AA2326!UTM  16      -   0.99997888  x   0.99978293  =   0.99976182
 AA2326
 AA2326:                Primary Azimuth Mark                     Grid Az
 AA2326:SPC AL E     -  6 42                                     352 23 12.0
 AA2326:UTM  16      -  6 42                                     351 46 05.1
 AA2326
 AA2326|---------------------------------------------------------------------|
 AA2326| PID    Reference Object                     Distance      Geod. Az  |
 AA2326|                                                           dddmmss.s |
 AA2326| AA2327 6 42                                APPROX. 0.6 KM 3522706.6 |
 AA2326|---------------------------------------------------------------------|
 AA2326
 AA2326                          SUPERSEDED SURVEY CONTROL
 AA2326
 AA2326  ELLIP H (11/30/94)  134.55   (m)                       GP(       ) 4 1
 AA2326  NGVD 29 (11/30/94)  161.2    (m)          529.     (f) GPS OBS        
 AA2326
 AA2326.Superseded values are not recommended for survey control.
 AA2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2326.See file dsdata.txt to determine how the superseded data were derived.
 AA2326
 AA2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2179242910(NAD 83)
 AA2326_MARKER: DD = SURVEY DISK
 AA2326_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2326_SP_SET: CONCRETE POST
 AA2326_STAMPING: 6-41 1992
 AA2326_MARK LOGO: ALHD  
 AA2326_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2326_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2326+STABILITY: SURFACE MOTION
 AA2326_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2326+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2326
 AA2326  HISTORY     - Date     Condition        Report By
 AA2326  HISTORY     - 1992     MONUMENTED       ALHD
 AA2326
 AA2326                          STATION DESCRIPTION
 AA2326
 AA2326'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2326'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 AA2326'U.S. 29, ABOUT 4.70 MI (7.56 KM) NORTH OF PEROTE AND ABOUT 8.95 MI
 AA2326'(14.40 KM) SOUTH OF UNION SPRINGS. TO REACH THE STATION FROM THE
 AA2326'JUNCTION OF U.S. 29 AND ALA 239, (MILE POST 138.50 ON U.S. 29 AND MILE
 AA2326'POST 22.35 ON ALA 239) SOUTH OF UNION SPRINGS, DRIVE SOUTH ON U.S. 29
 AA2326'FOR 4.80 MI (7.72 KM) TO MILE POST 133.70 AND THE STATION ON THE LEFT.
 AA2326'THE STATION IS 2.9 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 AA2326'ON WOOD POSTS, 55.6 FT (16.9 M) EAST OF THE CENTERLINE OF U.S. 29, 2.6
 AA2326'FT (0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2326'GROUND. STATION 6-42 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2327 ***********************************************************************
 AA2327  DESIGNATION -  6 42
 AA2327  PID         -  AA2327
 AA2327  STATE/COUNTY-  AL/BULLOCK
 AA2327  USGS QUAD   -  ABERFOIL (1973)
 AA2327
 AA2327                         *CURRENT SURVEY CONTROL
 AA2327  ___________________________________________________________________
 AA2327* NAD 83(1992)-  32 01 15.79304(N)    085 42 40.45237(W)     ADJUSTED  
 AA2327* NAVD 88     -       166.3    (meters)     546.     (feet)  VERTCON   
 AA2327  ___________________________________________________________________
 AA2327  X           -     404,796.679 (meters)                     COMP
 AA2327  Y           -  -5,397,781.821 (meters)                     COMP
 AA2327  Z           -   3,362,485.025 (meters)                     COMP
 AA2327  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 AA2327  ELLIP HEIGHT-         139.54  (meters)          (07/29/02) GPS OBS
 AA2327  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 AA2327
 AA2327  HORZ ORDER  -  FIRST
 AA2327  ELLP ORDER  -  FOURTH    CLASS I
 AA2327
 AA2327.The horizontal coordinates were established by GPS observations
 AA2327.and adjusted by the National Geodetic Survey in November 1994..
 AA2327
 AA2327.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2327.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2327
 AA2327.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2327
 AA2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2327
 AA2327.The ellipsoidal height was determined by GPS observations
 AA2327.and is referenced to NAD 83.
 AA2327
 AA2327.The geoid height was determined by GEOID03.
 AA2327
 AA2327;                    North         East     Units Scale Factor Converg.
 AA2327;SPC AL E     -   168,645.045   211,534.193   MT  0.99996164   +0 03 53.1
 AA2327;UTM  16      - 3,543,495.183   621,707.278   MT  0.99978268   +0 41 00.3
 AA2327
 AA2327!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2327!SPC AL E     -   0.99997809  x   0.99996164  =   0.99993973
 AA2327!UTM  16      -   0.99997809  x   0.99978268  =   0.99976078
 AA2327
 AA2327:                Primary Azimuth Mark                     Grid Az
 AA2327:SPC AL E     -  6 41                                     172 23 12.0
 AA2327:UTM  16      -  6 41                                     171 46 04.8
 AA2327
 AA2327|---------------------------------------------------------------------|
 AA2327| PID    Reference Object                     Distance      Geod. Az  |
 AA2327|                                                           dddmmss.s |
 AA2327| AA2326 6 41                                APPROX. 0.6 KM 1722705.1 |
 AA2327|---------------------------------------------------------------------|
 AA2327
 AA2327                          SUPERSEDED SURVEY CONTROL
 AA2327
 AA2327  ELLIP H (11/30/94)  139.59   (m)                       GP(       ) 4 1
 AA2327  NGVD 29 (11/30/94)  166.3    (m)          546.     (f) GPS OBS        
 AA2327
 AA2327.Superseded values are not recommended for survey control.
 AA2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2327.See file dsdata.txt to determine how the superseded data were derived.
 AA2327
 AA2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2170743495(NAD 83)
 AA2327_MARKER: DD = SURVEY DISK
 AA2327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2327_SP_SET: CONCRETE POST
 AA2327_STAMPING: 6-42 1992
 AA2327_MARK LOGO: ALHD  
 AA2327_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2327+STABILITY: SURFACE MOTION
 AA2327_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2327+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2327
 AA2327  HISTORY     - Date     Condition        Report By
 AA2327  HISTORY     - 1992     MONUMENTED       ALHD
 AA2327
 AA2327                          STATION DESCRIPTION
 AA2327
 AA2327'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2327'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 AA2327'U.S. 29, ABOUT 5.10 MI (8.21 KM) NORTH OF PEROTE AND ABOUT 8.60 MI
 AA2327'(13.84 KM) SOUTH OF UNION SPRINGS. TO REACH THE STATION FROM THE
 AA2327'JUNCTION OF U.S. 29 AND ALA 239, (MILE POST 138.50 ON U.S. 29 AND MILE
 AA2327'POST 22.35 ON ALA 239) SOUTH OF UNION SPRINGS, DRIVE SOUTH ON U.S. 29
 AA2327'FOR 4.45 MI (7.16 KM) TO MILE POST 134.05 AND THE STATION ON THE
 AA2327'RIGHT. THE STATION IS 20.5 FT (6.2 M) EAST OF A ONE STRAND BARBED WIRE
 AA2327'FENCE ON WOOD POSTS, 42.8 FT (13.0 M) WEST OF THE CENTERLINE OF U.S.
 AA2327'29, 20.3 FT (6.2 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2327'WITH THE GROUND. STATION 6-41 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2327'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2328 ***********************************************************************
 AA2328  DESIGNATION -  6 43
 AA2328  PID         -  AA2328
 AA2328  STATE/COUNTY-  AL/BULLOCK
 AA2328  USGS QUAD   -  MOUNT ANDREW (1968)
 AA2328
 AA2328                         *CURRENT SURVEY CONTROL
 AA2328  ___________________________________________________________________
 AA2328* NAD 83(1992)-  31 59 08.52504(N)    085 37 00.46516(W)     ADJUSTED  
 AA2328* NAVD 88     -       130.1    (meters)     427.     (feet)  VERTCON   
 AA2328  ___________________________________________________________________
 AA2328  X           -     413,849.766 (meters)                     COMP
 AA2328  Y           -  -5,399,148.367 (meters)                     COMP
 AA2328  Z           -   3,359,141.606 (meters)                     COMP
 AA2328  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AA2328  ELLIP HEIGHT-         103.60  (meters)          (07/29/02) GPS OBS
 AA2328  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 AA2328
 AA2328  HORZ ORDER  -  FIRST
 AA2328  ELLP ORDER  -  FOURTH    CLASS I
 AA2328
 AA2328.The horizontal coordinates were established by GPS observations
 AA2328.and adjusted by the National Geodetic Survey in November 1994..
 AA2328
 AA2328.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2328.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2328
 AA2328.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2328
 AA2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2328
 AA2328.The ellipsoidal height was determined by GPS observations
 AA2328.and is referenced to NAD 83.
 AA2328
 AA2328.The geoid height was determined by GEOID03.
 AA2328
 AA2328;                    North         East     Units Scale Factor Converg.
 AA2328;SPC AL E     -   164,739.071   220,463.682   MT  0.99996516   +0 06 52.9
 AA2328;UTM  16      - 3,539,686.446   630,676.907   MT  0.99981060   +0 43 58.1
 AA2328
 AA2328!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2328!SPC AL E     -   0.99998373  x   0.99996516  =   0.99994889
 AA2328!UTM  16      -   0.99998373  x   0.99981060  =   0.99979434
 AA2328
 AA2328:                Primary Azimuth Mark                     Grid Az
 AA2328:SPC AL E     -  6 44                                     037 47 25.5
 AA2328:UTM  16      -  6 44                                     037 10 20.3
 AA2328
 AA2328|---------------------------------------------------------------------|
 AA2328| PID    Reference Object                     Distance      Geod. Az  |
 AA2328|                                                           dddmmss.s |
 AA2328| AA2329 6 44                                APPROX. 0.5 KM 0375418.4 |
 AA2328|---------------------------------------------------------------------|
 AA2328
 AA2328                          SUPERSEDED SURVEY CONTROL
 AA2328
 AA2328  ELLIP H (11/30/94)  103.63   (m)                       GP(       ) 4 1
 AA2328  NGVD 29 (11/30/94)  130.1    (m)          427.     (f) GPS OBS        
 AA2328
 AA2328.Superseded values are not recommended for survey control.
 AA2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2328.See file dsdata.txt to determine how the superseded data were derived.
 AA2328
 AA2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3067739686(NAD 83)
 AA2328_MARKER: DD = SURVEY DISK
 AA2328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2328_SP_SET: CONCRETE POST
 AA2328_STAMPING: 6-43 1992
 AA2328_MARK LOGO: ALHD  
 AA2328_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2328+STABILITY: SURFACE MOTION
 AA2328_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2328+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2328
 AA2328  HISTORY     - Date     Condition        Report By
 AA2328  HISTORY     - 1992     MONUMENTED       ALHD
 AA2328
 AA2328                          STATION DESCRIPTION
 AA2328
 AA2328'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2328'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2328'OF BULLOCK COUNTY ROAD NO. 14, ABOUT 5.80 MI (9.33 KM) NORTHEAST OF
 AA2328'PEROTE AND ABOUT 8.65 MI (13.92 KM) SOUTHWEST OF MIDWAY. TO REACH THE
 AA2328'STATION FROM THE JUNCTION OF U.S. 29 AND ALA 239, (MILE POST 138.50 ON
 AA2328'U.S. 29 AND MILE POST 22.35 ON ALA 239) SOUTH OF UNION SPRINGS, DRIVE
 AA2328'SOUTH ON ALA 239 FOR 7.65 MI (12.31 KM) TO MILE POST 14.70 AND A
 AA2328'T-INTERSECTION WITH ALA 239 LEFT AND BULLOCK COUNTY ROAD NO. 14 RIGHT,
 AA2328'TURN LEFT ON ALA 239 AND DRIVE EAST FOR 0.60 MI (0.97 KM) TO MILE POST
 AA2328'14.10 AND ALA 239 ON THE RIGHT AND BULLOCK COUNTY ROAD NO. 14 STRAIGHT
 AA2328'AHEAD, CONTINUE EAST ON BULLOCK COUNTY ROAD NO. 14 FOR 1.70 MI (2.74
 AA2328'KM) TO THE STATION ON THE LEFT. THE STATION IS 34.3 FT (10.5 M)
 AA2328'NORTHWEST OF THE CENTER OF BULLOCK COUNTY ROAD NO. 14, 144.0 FT (43.9
 AA2328'M) NORTH-NORTHEAST OF THE CENTER OF A DIRT DRIVEWAY, 1.7 FT (0.5 M)
 AA2328'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2328'STATION 6-44 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2329 ***********************************************************************
 AA2329  DESIGNATION -  6 44
 AA2329  PID         -  AA2329
 AA2329  STATE/COUNTY-  AL/BULLOCK
 AA2329  USGS QUAD   -  MOUNT ANDREW (1968)
 AA2329
 AA2329                         *CURRENT SURVEY CONTROL
 AA2329  ___________________________________________________________________
 AA2329* NAD 83(1992)-  31 59 21.64724(N)    085 36 48.47660(W)     ADJUSTED  
 AA2329* NAVD 88     -       128.1    (meters)     420.     (feet)  VERTCON   
 AA2329  ___________________________________________________________________
 AA2329  X           -     414,147.067 (meters)                     COMP
 AA2329  Y           -  -5,398,909.098 (meters)                     COMP
 AA2329  Z           -   3,359,483.353 (meters)                     COMP
 AA2329  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA2329  ELLIP HEIGHT-         101.57  (meters)          (07/29/02) GPS OBS
 AA2329  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 AA2329
 AA2329  HORZ ORDER  -  FIRST
 AA2329  ELLP ORDER  -  FOURTH    CLASS I
 AA2329
 AA2329.The horizontal coordinates were established by GPS observations
 AA2329.and adjusted by the National Geodetic Survey in November 1994..
 AA2329
 AA2329.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2329.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2329
 AA2329.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2329
 AA2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2329
 AA2329.The ellipsoidal height was determined by GPS observations
 AA2329.and is referenced to NAD 83.
 AA2329
 AA2329.The geoid height was determined by GEOID03.
 AA2329
 AA2329;                    North         East     Units Scale Factor Converg.
 AA2329;SPC AL E     -   165,143.879   220,777.575   MT  0.99996532   +0 06 59.3
 AA2329;UTM  16      - 3,540,094.554   630,986.367   MT  0.99981160   +0 44 04.7
 AA2329
 AA2329!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2329!SPC AL E     -   0.99998405  x   0.99996532  =   0.99994937
 AA2329!UTM  16      -   0.99998405  x   0.99981160  =   0.99979565
 AA2329
 AA2329:                Primary Azimuth Mark                     Grid Az
 AA2329:SPC AL E     -  6 43                                     217 47 25.4
 AA2329:UTM  16      -  6 43                                     217 10 20.0
 AA2329
 AA2329|---------------------------------------------------------------------|
 AA2329| PID    Reference Object                     Distance      Geod. Az  |
 AA2329|                                                           dddmmss.s |
 AA2329| AA2328 6 43                                APPROX. 0.5 KM 2175424.7 |
 AA2329|---------------------------------------------------------------------|
 AA2329
 AA2329                          SUPERSEDED SURVEY CONTROL
 AA2329
 AA2329  ELLIP H (11/30/94)  101.59   (m)                       GP(       ) 4 1
 AA2329  NGVD 29 (11/30/94)  128.1    (m)          420.     (f) GPS OBS        
 AA2329
 AA2329.Superseded values are not recommended for survey control.
 AA2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2329.See file dsdata.txt to determine how the superseded data were derived.
 AA2329
 AA2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3098640095(NAD 83)
 AA2329_MARKER: DD = SURVEY DISK
 AA2329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2329_SP_SET: CONCRETE POST
 AA2329_STAMPING: 6-44 1992
 AA2329_MARK LOGO: ALHD  
 AA2329_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2329+STABILITY: SURFACE MOTION
 AA2329_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2329+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2329
 AA2329  HISTORY     - Date     Condition        Report By
 AA2329  HISTORY     - 1992     MONUMENTED       ALHD
 AA2329
 AA2329                          STATION DESCRIPTION
 AA2329
 AA2329'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2329'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2329'OF BULLOCK COUNTY ROAD NO. 14, ABOUT 6.15 MI (9.90 KM) NORTHEAST OF
 AA2329'PEROTE AND ABOUT 8.30 MI (13.36 KM) SOUTHWEST OF MIDWAY. TO REACH THE
 AA2329'STATION FROM THE JUNCTION OF U.S. 29 AND ALA 239, (MILE POST 138.50 ON
 AA2329'U.S. 29 AND MILE POST 22.35 ON ALA 239) SOUTH OF UNION SPRINGS, DRIVE
 AA2329'SOUTH ON ALA 239 FOR 7.65 MI (12.31 KM) TO MILE POST 14.70 AND A
 AA2329'T-INTERSECTION WITH ALA 239 LEFT AND BULLOCK COUNTY ROAD NO. 14 RIGHT,
 AA2329'TURN LEFT ON ALA 239 AND DRIVE EAST FOR 0.60 MI (0.97 KM) TO MILE POST
 AA2329'14.10 AND ALA 239 ON THE RIGHT AND BULLOCK COUNTY ROAD NO. 14 STRAIGHT
 AA2329'AHEAD, CONTINUE EAST ON BULLOCK COUNTY ROAD NO. 14 FOR 2.05 MI (3.30
 AA2329'KM) TO THE STATION ON THE RIGHT. THE STATION IS 36.0 FT (11.0 M)
 AA2329'SOUTHEAST OF THE CENTER OF BULLOCK COUNTY ROAD NO. 14, 60.3 FT (18.4
 AA2329'M) NORTH OF POWER POLE NO. 30 14 4, 1.9 FT (0.6 M) SOUTHWEST OF A
 AA2329'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-43
 AA2329'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2330 ***********************************************************************
 AA2330  DESIGNATION -  6 45
 AA2330  PID         -  AA2330
 AA2330  STATE/COUNTY-  AL/BULLOCK
 AA2330  USGS QUAD   -  UNION SPRINGS (1973)
 AA2330
 AA2330                         *CURRENT SURVEY CONTROL
 AA2330  ___________________________________________________________________
 AA2330* NAD 83(1992)-  32 08 47.43502(N)    085 41 01.95491(W)     ADJUSTED  
 AA2330* NAVD 88     -       170.4    (meters)     559.     (feet)  VERTCON   
 AA2330  ___________________________________________________________________
 AA2330  X           -     406,818.348 (meters)                     COMP
 AA2330  Y           -  -5,390,222.617 (meters)                     COMP
 AA2330  Z           -   3,374,274.216 (meters)                     COMP
 AA2330  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 AA2330  ELLIP HEIGHT-         143.32  (meters)          (07/29/02) GPS OBS
 AA2330  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 AA2330
 AA2330  HORZ ORDER  -  FIRST
 AA2330  ELLP ORDER  -  FOURTH    CLASS I
 AA2330
 AA2330.The horizontal coordinates were established by GPS observations
 AA2330.and adjusted by the National Geodetic Survey in November 1994..
 AA2330
 AA2330.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2330.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2330
 AA2330.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2330
 AA2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2330
 AA2330.The ellipsoidal height was determined by GPS observations
 AA2330.and is referenced to NAD 83.
 AA2330
 AA2330.The geoid height was determined by GEOID03.
 AA2330
 AA2330;                    North         East     Units Scale Factor Converg.
 AA2330;SPC AL E     -   182,559.368   214,099.599   MT  0.99996245   +0 04 46.3
 AA2330;UTM  16      - 3,557,433.992   624,121.600   MT  0.99978999   +0 42 01.4
 AA2330
 AA2330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2330!SPC AL E     -   0.99997750  x   0.99996245  =   0.99993995
 AA2330!UTM  16      -   0.99997750  x   0.99978999  =   0.99976749
 AA2330
 AA2330                          SUPERSEDED SURVEY CONTROL
 AA2330
 AA2330  ELLIP H (11/30/94)  143.38   (m)                       GP(       ) 4 1
 AA2330  NGVD 29 (11/30/94)  170.4    (m)          559.     (f) GPS OBS        
 AA2330
 AA2330.Superseded values are not recommended for survey control.
 AA2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2330.See file dsdata.txt to determine how the superseded data were derived.
 AA2330
 AA2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2412257434(NAD 83)
 AA2330_MARKER: DD = SURVEY DISK
 AA2330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2330_SP_SET: CONCRETE POST
 AA2330_STAMPING: 6-45 1992
 AA2330_MARK LOGO: ALHD  
 AA2330_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2330+STABILITY: SURFACE MOTION
 AA2330_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2330+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2330
 AA2330  HISTORY     - Date     Condition        Report By
 AA2330  HISTORY     - 1992     MONUMENTED       ALHD
 AA2330
 AA2330                          STATION DESCRIPTION
 AA2330
 AA2330'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2330'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2330'U.S. 82, ABOUT 1.70 MI (2.74 KM) EAST OF UNION SPRINGS AND ABOUT 10.90
 AA2330'MI (17.54 KM) NORTHWEST OF MIDWAY. TO REACH THE STATION FROM THE
 AA2330'JUNCTION OF U.S. 82 AND U.S. 29, AT A TRAFFIC LIGHT IN UNION SPRINGS,
 AA2330'(MILE POST 199.45 ON U.S. 82 AND MILE POST 143.90 ON U.S. 29), DRIVE
 AA2330'EAST ON U.S. 82 FOR 1.75 MI (2.82 KM) TO MILE POST 201.15 AND THE
 AA2330'STATION ON THE LEFT. THE STATION IS 5.5 FT (1.7 M) SOUTH OF A SIX-FOOT
 AA2330'CHAIN LINK FENCE WITH THREE STRANDS OF BARBED WIRE, 23.0 FT (7.0 M)
 AA2330'NORTH OF A GRAPHIC TRUCK SIGN, 44.2 FT (13.5 M) NORTH OF THE
 AA2330'CENTERLINE OF THE WEST BOUND LANES OF U.S. 82, 5.2 FT (1.6 M) SOUTH OF
 AA2330'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-46
 AA2330'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2331 ***********************************************************************
 AA2331  DESIGNATION -  6 46
 AA2331  PID         -  AA2331
 AA2331  STATE/COUNTY-  AL/BULLOCK
 AA2331  USGS QUAD   -  UNION SPRINGS (1973)
 AA2331
 AA2331                         *CURRENT SURVEY CONTROL
 AA2331  ___________________________________________________________________
 AA2331* NAD 83(1992)-  32 08 45.03097(N)    085 40 20.45778(W)     ADJUSTED  
 AA2331* NAVD 88     -       164.5    (meters)     540.     (feet)  VERTCON   
 AA2331  ___________________________________________________________________
 AA2331  X           -     407,905.365 (meters)                     COMP
 AA2331  Y           -  -5,390,175.021 (meters)                     COMP
 AA2331  Z           -   3,374,208.409 (meters)                     COMP
 AA2331  LAPLACE CORR-           2.10  (seconds)                    DEFLEC99
 AA2331  ELLIP HEIGHT-         137.48  (meters)          (07/29/02) GPS OBS
 AA2331  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AA2331
 AA2331  HORZ ORDER  -  FIRST
 AA2331  ELLP ORDER  -  FOURTH    CLASS I
 AA2331
 AA2331.The horizontal coordinates were established by GPS observations
 AA2331.and adjusted by the National Geodetic Survey in November 1994..
 AA2331
 AA2331.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2331.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2331
 AA2331.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2331
 AA2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2331
 AA2331.The ellipsoidal height was determined by GPS observations
 AA2331.and is referenced to NAD 83.
 AA2331
 AA2331.The geoid height was determined by GEOID03.
 AA2331
 AA2331;                    North         East     Units Scale Factor Converg.
 AA2331;SPC AL E     -   182,486.887   215,187.153   MT  0.99996284   +0 05 08.4
 AA2331;UTM  16      - 3,557,373.310   625,209.689   MT  0.99979334   +0 42 23.4
 AA2331
 AA2331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2331!SPC AL E     -   0.99997841  x   0.99996284  =   0.99994125
 AA2331!UTM  16      -   0.99997841  x   0.99979334  =   0.99977176
 AA2331
 AA2331                          SUPERSEDED SURVEY CONTROL
 AA2331
 AA2331  ELLIP H (11/30/94)  137.53   (m)                       GP(       ) 4 1
 AA2331  NGVD 29 (11/30/94)  164.5    (m)          540.     (f) GPS OBS        
 AA2331
 AA2331.Superseded values are not recommended for survey control.
 AA2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2331.See file dsdata.txt to determine how the superseded data were derived.
 AA2331
 AA2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2521057373(NAD 83)
 AA2331_MARKER: DD = SURVEY DISK
 AA2331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2331_SP_SET: CONCRETE POST
 AA2331_STAMPING: 6-46 1992
 AA2331_MARK LOGO: ALHD  
 AA2331_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2331+STABILITY: SURFACE MOTION
 AA2331_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2331+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2331
 AA2331  HISTORY     - Date     Condition        Report By
 AA2331  HISTORY     - 1992     MONUMENTED       ALHD
 AA2331
 AA2331                          STATION DESCRIPTION
 AA2331
 AA2331'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2331'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2331'U.S. 82, ACROSS U.S. 82 FROM THE BULLOCK COUNTY CORRECTIONAL FACILITY,
 AA2331'ABOUT 2.45 MI (3.94 KM) EAST OF UNION SPRINGS AND ABOUT 10.20 MI
 AA2331'(16.41 KM) NORTHWEST OF MIDWAY. TO REACH THE STATION FROM THE JUNCTION
 AA2331'OF U.S. 82 AND U.S. 29, AT A TRAFFIC LIGHT IN UNION SPRINGS, (MILE
 AA2331'POST 199.45 ON U.S. 82 AND MILE POST 143.90 ON U.S. 29), DRIVE EAST ON
 AA2331'U.S. 82 FOR 2.85 MI (4.59 KM) TO MILE POST 201.85 AND THE STATION ON
 AA2331'THE RIGHT. THE STATION IS LOCATED ACROSS U.S. 82 FROM THE BULLOCK
 AA2331'COUNTY CORRECTIONAL FACILITY, 29.3 FT (8.9 M) WEST OF TELEPHONE CABLE
 AA2331'PEDESTAL NO. 39, 31.5 FT (9.6 M) EAST OF THE CENTER OF A GRAVEL
 AA2331'DRIVEWAY, 36.8 FT (11.2 M) WEST OF POWER POLE NO. 20 80 94 2, 59.8 FT
 AA2331'(18.2 M) EAST OF THE CENTER OF A MANHOLE COVER, 94.4 FT (28.8 M) SOUTH
 AA2331'OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 82, 2.3 FT (0.7 M)
 AA2331'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2331'STATION 6-45 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2405 ***********************************************************************
 CM2405  DESIGNATION -  6 5
 CM2405  PID         -  CM2405
 CM2405  STATE/COUNTY-  AL/BULLOCK
 CM2405  USGS QUAD   -  ALMERIA (1971)
 CM2405
 CM2405                         *CURRENT SURVEY CONTROL
 CM2405  ___________________________________________________________________
 CM2405* NAD 83(1992)-  32 01 47.37911(N)    085 46 28.23735(W)     ADJUSTED  
 CM2405* NAVD 88     -       166.7    (meters)     547.     (feet)  GPS OBS   
 CM2405  ___________________________________________________________________
 CM2405  X           -     398,797.492 (meters)                     COMP
 CM2405  Y           -  -5,397,711.315 (meters)                     COMP
 CM2405  Z           -   3,363,310.078 (meters)                     COMP
 CM2405  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 CM2405  ELLIP HEIGHT-         139.89  (meters)          (07/29/02) GPS OBS
 CM2405  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CM2405
 CM2405  HORZ ORDER  -  FIRST
 CM2405  ELLP ORDER  -  FOURTH    CLASS I
 CM2405
 CM2405.The horizontal coordinates were established by GPS observations
 CM2405.and adjusted by the National Geodetic Survey in December 1992..
 CM2405
 CM2405.The orthometric height was determined by GPS observations and a
 CM2405.high-resolution geoid model.
 CM2405
 CM2405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2405
 CM2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2405
 CM2405.The ellipsoidal height was determined by GPS observations
 CM2405.and is referenced to NAD 83.
 CM2405
 CM2405.The geoid height was determined by GEOID03.
 CM2405
 CM2405;                    North         East     Units Scale Factor Converg.
 CM2405;SPC AL E     -   169,612.917   205,556.344   MT  0.99996038   +0 01 52.3
 CM2405;UTM  16      - 3,544,398.274   615,720.446   MT  0.99976515   +0 39 00.1
 CM2405
 CM2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2405!SPC AL E     -   0.99997804  x   0.99996038  =   0.99993842
 CM2405!UTM  16      -   0.99997804  x   0.99976515  =   0.99974319
 CM2405
 CM2405:                Primary Azimuth Mark                     Grid Az
 CM2405:SPC AL E     -  6 6                                      020 56 50.8
 CM2405:UTM  16      -  6 6                                      020 19 43.0
 CM2405
 CM2405|---------------------------------------------------------------------|
 CM2405| PID    Reference Object                     Distance      Geod. Az  |
 CM2405|                                                           dddmmss.s |
 CM2405| CM2406 6 6                                 481.296 METERS 0205843.1 |
 CM2405|---------------------------------------------------------------------|
 CM2405
 CM2405                          SUPERSEDED SURVEY CONTROL
 CM2405
 CM2405  ELLIP H (12/04/92)  139.93   (m)                       GP(       ) 4 1
 CM2405  NAD 83(1986)-  32 01 47.38765(N)    085 46 28.23540(W) AD(       ) 1
 CM2405  NGVD 29 (12/04/92)  166.7    (m)          547.     (f) GPS OBS        
 CM2405
 CM2405.Superseded values are not recommended for survey control.
 CM2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2405.See file dsdata.txt to determine how the superseded data were derived.
 CM2405
 CM2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1572044398(NAD 83)
 CM2405_MARKER: DD = SURVEY DISK
 CM2405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2405_SP_SET: CONCRETE POST
 CM2405_STAMPING: 6-5 1991
 CM2405_MARK LOGO: ALHD  
 CM2405_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2405+STABILITY: SURFACE MOTION
 CM2405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2405+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2405
 CM2405  HISTORY     - Date     Condition        Report By
 CM2405  HISTORY     - 1991     MONUMENTED       ALHD
 CM2405
 CM2405                          STATION DESCRIPTION
 CM2405
 CM2405'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2405'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 CM2405'ALA 223, ABOUT 8.85 MI (14.24 KM) SOUTH-SOUTHWEST OF UNION SPRINGS
 CM2405'AND ABOUT 8.60 MI (13.84 KM) NORTH-NORTHEAST OF SACO.
 CM2405'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 223 (MILE
 CM2405'POST 26.55 ON ALA 223 AND MILE POST 198.65 ON U.S. 82) IN UNION
 CM2405'SPRINGS, DRIVE SOUTH ON ALA 223 FOR 9.15 MI (14.73 KM) TO MILE POST
 CM2405'17.40 AND THE STATION ON THE RIGHT.
 CM2405'THE STATION IS 36.5 FT (11.1 M) WEST OF THE CENTERLINE OF ALA 223,
 CM2405'117.8 FT (35.9 M) NORTH OF A JCT BULLOCK COUNTY 14 SIGN, 146.9 FT
 CM2405'(44.8 M) SOUTH OF A POWER POLE AT THE NORTHEAST CORNER OF AN OPEN
 CM2405'FIELD, 2.0 FT (0.6 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND
 CM2405'SET FLUSH WITH THE GROUND.
 CM2405'STATION 6-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2406 ***********************************************************************
 CM2406  DESIGNATION -  6 6
 CM2406  PID         -  CM2406
 CM2406  STATE/COUNTY-  AL/BULLOCK
 CM2406  USGS QUAD   -  ALMERIA (1971)
 CM2406
 CM2406                         *CURRENT SURVEY CONTROL
 CM2406  ___________________________________________________________________
 CM2406* NAD 83(1992)-  32 02 01.96878(N)    085 46 21.67013(W)     ADJUSTED  
 CM2406* NAVD 88     -       167.8    (meters)     551.     (feet)  GPS OBS   
 CM2406  ___________________________________________________________________
 CM2406  X           -     398,951.850 (meters)                     COMP
 CM2406  Y           -  -5,397,461.869 (meters)                     COMP
 CM2406  Z           -   3,363,691.665 (meters)                     COMP
 CM2406  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 CM2406  ELLIP HEIGHT-         141.03  (meters)          (07/29/02) GPS OBS
 CM2406  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CM2406
 CM2406  HORZ ORDER  -  FIRST
 CM2406  ELLP ORDER  -  FOURTH    CLASS I
 CM2406
 CM2406.The horizontal coordinates were established by GPS observations
 CM2406.and adjusted by the National Geodetic Survey in December 1992..
 CM2406
 CM2406.The orthometric height was determined by GPS observations and a
 CM2406.high-resolution geoid model.
 CM2406
 CM2406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2406
 CM2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2406
 CM2406.The ellipsoidal height was determined by GPS observations
 CM2406.and is referenced to NAD 83.
 CM2406
 CM2406.The geoid height was determined by GEOID03.
 CM2406
 CM2406;                    North         East     Units Scale Factor Converg.
 CM2406;SPC AL E     -   170,062.386   205,728.406   MT  0.99996040   +0 01 55.8
 CM2406;UTM  16      - 3,544,849.487   615,887.611   MT  0.99976562   +0 39 03.8
 CM2406
 CM2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2406!SPC AL E     -   0.99997786  x   0.99996040  =   0.99993826
 CM2406!UTM  16      -   0.99997786  x   0.99976562  =   0.99974348
 CM2406
 CM2406:                Primary Azimuth Mark                     Grid Az
 CM2406:SPC AL E     -  6 5                                      200 56 50.8
 CM2406:UTM  16      -  6 5                                      200 19 42.8
 CM2406
 CM2406|---------------------------------------------------------------------|
 CM2406| PID    Reference Object                     Distance      Geod. Az  |
 CM2406|                                                           dddmmss.s |
 CM2406| CM2405 6 5                                 481.296 METERS 2005846.6 |
 CM2406|---------------------------------------------------------------------|
 CM2406
 CM2406                          SUPERSEDED SURVEY CONTROL
 CM2406
 CM2406  ELLIP H (12/04/92)  141.07   (m)                       GP(       ) 4 1
 CM2406  NAD 83(1986)-  32 02 01.97733(N)    085 46 21.66818(W) AD(       ) 1
 CM2406  NGVD 29 (12/04/92)  167.9    (m)          551.     (f) GPS OBS        
 CM2406
 CM2406.Superseded values are not recommended for survey control.
 CM2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2406.See file dsdata.txt to determine how the superseded data were derived.
 CM2406
 CM2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA1588844849(NAD 83)
 CM2406_MARKER: DD = SURVEY DISK
 CM2406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2406_SP_SET: CONCRETE POST
 CM2406_STAMPING: 6-6 1991
 CM2406_MARK LOGO: ALHD  
 CM2406_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2406+STABILITY: SURFACE MOTION
 CM2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2406+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2406
 CM2406  HISTORY     - Date     Condition        Report By
 CM2406  HISTORY     - 1991     MONUMENTED       ALHD
 CM2406
 CM2406                          STATION DESCRIPTION
 CM2406
 CM2406'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2406'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE EAST RIGHT OF WAY OF
 CM2406'ALA 223, ABOUT 8.50 MI (13.68 KM) SOUTH-SOUTHWEST OF UNION SPRINGS
 CM2406'AND ABOUT 9.10 MI (14.64 KM) NORTH-NORTHEAST OF SACO.
 CM2406'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 223 (MILE
 CM2406'POST 26.55 ON ALA 223 AND MILE POST 198.65 ON U.S. 82) IN UNION
 CM2406'SPRINGS, DRIVE SOUTH ON ALA 223 FOR 8.80 MI (14.16 KM) TO MILE POST
 CM2406'17.75 AND THE STATION ON THE LEFT.
 CM2406'THE STATION IS 3.0 FT (0.9 M) WEST OF AN EIGHT STRAND BARBED WIRE
 CM2406'FENCE ON CROSS TIE POSTS, 5.0 FT (1.5 M) SOUTHWEST OF THE SOUTH POST
 CM2406'OF A RED METAL GATE, 20.6 FT (6.3 M) SOUTH-SOUTHWEST OF THE NORTH
 CM2406'POST OF A RED METAL GATE, 48.3 FT (14.7 M) EAST OF THE CENTERLINE OF
 CM2406'ALA 223, 101.2 FT (30.8 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 3B
 CM2406'238 ACROSS ALA 223, 101.6 FT (31.0 M) EAST OF JUNCTION POWER POLE NO.
 CM2406'25 64 88 3B ACROSS ALA 223, 2.8 FT (0.9 M) WEST-NORTHWEST OF A
 CM2406'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2406'STATION 6-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2293 ***********************************************************************
 AA2293  DESIGNATION -  6 7
 AA2293  PID         -  AA2293
 AA2293  STATE/COUNTY-  AL/BULLOCK
 AA2293  USGS QUAD   -  HURTSBORO (1973)
 AA2293
 AA2293                         *CURRENT SURVEY CONTROL
 AA2293  ___________________________________________________________________
 AA2293* NAD 83(1992)-  32 13 33.56814(N)    085 28 11.77704(W)     ADJUSTED  
 AA2293* NAVD 88     -        99.9    (meters)     328.     (feet)  VERTCON   
 AA2293  ___________________________________________________________________
 AA2293  X           -     426,566.639 (meters)                     COMP
 AA2293  Y           -  -5,383,926.275 (meters)                     COMP
 AA2293  Z           -   3,381,695.993 (meters)                     COMP
 AA2293  LAPLACE CORR-           1.89  (seconds)                    DEFLEC99
 AA2293  ELLIP HEIGHT-          72.79  (meters)          (07/29/02) GPS OBS
 AA2293  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AA2293
 AA2293  HORZ ORDER  -  FIRST
 AA2293  ELLP ORDER  -  FOURTH    CLASS I
 AA2293
 AA2293.The horizontal coordinates were established by GPS observations
 AA2293.and adjusted by the National Geodetic Survey in November 1994..
 AA2293
 AA2293.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2293.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2293
 AA2293.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2293
 AA2293.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2293
 AA2293.The ellipsoidal height was determined by GPS observations
 AA2293.and is referenced to NAD 83.
 AA2293
 AA2293.The geoid height was determined by GEOID03.
 AA2293
 AA2293;                    North         East     Units Scale Factor Converg.
 AA2293;SPC AL E     -   191,420.856   234,252.599   MT  0.99997446   +0 11 37.6
 AA2293;UTM  16      - 3,566,512.262   644,174.370   MT  0.99985634   +0 48 57.8
 AA2293
 AA2293!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2293!SPC AL E     -   0.99998857  x   0.99997446  =   0.99996303
 AA2293!UTM  16      -   0.99998857  x   0.99985634  =   0.99984491
 AA2293
 AA2293                          SUPERSEDED SURVEY CONTROL
 AA2293
 AA2293  ELLIP H (11/30/94)   72.86   (m)                       GP(       ) 4 1
 AA2293  NGVD 29 (11/30/94)   99.9    (m)          328.     (f) GPS OBS        
 AA2293
 AA2293.Superseded values are not recommended for survey control.
 AA2293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2293.See file dsdata.txt to determine how the superseded data were derived.
 AA2293
 AA2293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4417466512(NAD 83)
 AA2293_MARKER: DD = SURVEY DISK
 AA2293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2293_SP_SET: CONCRETE POST
 AA2293_STAMPING: 6-7 1992
 AA2293_MARK LOGO: ALHD  
 AA2293_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2293+STABILITY: SURFACE MOTION
 AA2293_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2293+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2293
 AA2293  HISTORY     - Date     Condition        Report By
 AA2293  HISTORY     - 1992     MONUMENTED       ALHD
 AA2293
 AA2293                          STATION DESCRIPTION
 AA2293
 AA2293'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2293'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2293'OF ALA 51, ABOUT 10.50 MI (16.90 KM) NORTH OF MIDWAY AND ABOUT 15.35
 AA2293'MI (24.70 KM) NORTHEAST OF UNION SPRINGS. TO REACH THE STATION FROM
 AA2293'THE JUNCTION OF U.S. 82 AND ALA 51 NORTH, (MILE POST 206.25 ON U.S. 82
 AA2293'AND MILE POST 71.65 ON ALA 51) EAST OF UNION SPRINGS, DRIVE NORTHEAST
 AA2293'ON ALA 51 FOR 10.75 MI (17.30 KM) TO MILE POST 82.30 AND THE STATION
 AA2293'ON THE RIGHT. THE STATION IS LOCATED WEST OF A PRIVATE OWNED AIRPLANE
 AA2293'HANGER, 3.7 FT (1.1 M) NORTHWEST OF A SIX-FOOT CHAIN LINK FENCE WITH
 AA2293'THREE STRANDS OF BARBED WIRE, 53.5 FT (16.3 M) NORTHEAST OF TELEPHONE
 AA2293'CABLE PEDESTAL NO. 37 LP 4, 57.6 FT (17.6 M) SOUTHEAST OF THE
 AA2293'CENTERLINE OF ALA 51, 121.2 FT (36.9 M) SOUTH-SOUTHWEST OF THE
 AA2293'SOUTHWEST END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A PAVED
 AA2293'DRIVEWAY, 136.0 FT (41.5 M) SOUTHWEST OF THE CENTER OF A PAVED
 AA2293'DRIVEWAY INTO THE AIR FIELD, 3.9 FT (1.2 M) NORTHWEST OF A CARSONITE
 AA2293'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-8 1992 MAY BE
 AA2293'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2294 ***********************************************************************
 AA2294  DESIGNATION -  6 8
 AA2294  PID         -  AA2294
 AA2294  STATE/COUNTY-  AL/BULLOCK
 AA2294  USGS QUAD   -  HURTSBORO (1973)
 AA2294
 AA2294                         *CURRENT SURVEY CONTROL
 AA2294  ___________________________________________________________________
 AA2294* NAD 83(1992)-  32 13 16.94729(N)    085 28 28.06535(W)     ADJUSTED  
 AA2294* NAVD 88     -       101.0    (meters)     331.     (feet)  VERTCON   
 AA2294  ___________________________________________________________________
 AA2294  X           -     426,163.094 (meters)                     COMP
 AA2294  Y           -  -5,384,233.019 (meters)                     COMP
 AA2294  Z           -   3,381,263.460 (meters)                     COMP
 AA2294  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 AA2294  ELLIP HEIGHT-          73.89  (meters)          (07/29/02) GPS OBS
 AA2294  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AA2294
 AA2294  HORZ ORDER  -  FIRST
 AA2294  ELLP ORDER  -  FOURTH    CLASS I
 AA2294
 AA2294.The horizontal coordinates were established by GPS observations
 AA2294.and adjusted by the National Geodetic Survey in November 1994..
 AA2294
 AA2294.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2294.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2294
 AA2294.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2294
 AA2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2294
 AA2294.The ellipsoidal height was determined by GPS observations
 AA2294.and is referenced to NAD 83.
 AA2294
 AA2294.The geoid height was determined by GEOID03.
 AA2294
 AA2294;                    North         East     Units Scale Factor Converg.
 AA2294;SPC AL E     -   190,907.467   233,827.837   MT  0.99997411   +0 11 28.9
 AA2294;UTM  16      - 3,565,994.352   643,755.258   MT  0.99985485   +0 48 48.8
 AA2294
 AA2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2294!SPC AL E     -   0.99998840  x   0.99997411  =   0.99996251
 AA2294!UTM  16      -   0.99998840  x   0.99985485  =   0.99984325
 AA2294
 AA2294                          SUPERSEDED SURVEY CONTROL
 AA2294
 AA2294  ELLIP H (11/30/94)   73.95   (m)                       GP(       ) 4 1
 AA2294  NGVD 29 (11/30/94)  101.0    (m)          331.     (f) GPS OBS        
 AA2294
 AA2294.Superseded values are not recommended for survey control.
 AA2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2294.See file dsdata.txt to determine how the superseded data were derived.
 AA2294
 AA2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA4375565994(NAD 83)
 AA2294_MARKER: DD = SURVEY DISK
 AA2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2294_SP_SET: CONCRETE POST
 AA2294_STAMPING: 6-8 1992
 AA2294_MARK LOGO: ALHD  
 AA2294_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2294+STABILITY: SURFACE MOTION
 AA2294_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2294+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2294
 AA2294  HISTORY     - Date     Condition        Report By
 AA2294  HISTORY     - 1992     MONUMENTED       ALHD
 AA2294
 AA2294                          STATION DESCRIPTION
 AA2294
 AA2294'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2294'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2294'OF ALA 51, ABOUT 10.10 MI (16.25 KM) NORTH OF MIDWAY AND ABOUT 14.95
 AA2294'MI (24.06 KM) NORTHEAST OF UNION SPRINGS. TO REACH THE STATION FROM
 AA2294'THE JUNCTION OF U.S. 82 AND ALA 51 NORTH, (MILE POST 206.25 ON U.S. 82
 AA2294'AND MILE POST 71.65 ON ALA 51) EAST OF UNION SPRINGS, DRIVE NORTHEAST
 AA2294'ON ALA 51 FOR 10.35 MI (16.66 KM) TO MILE POST 81.90 AND THE STATION
 AA2294'ON THE RIGHT. THE STATION IS 3.3 FT (1.0 M) NORTHWEST OF A SIX-FOOT
 AA2294'CHAIN LINK FENCE WITH THREE STRANDS OF BARBED WIRE, 19.6 FT (6.0 M)
 AA2294'NORTHEAST OF THE CENTER OF A GRASSED DRIVEWAY, 59.3 FT (18.1 M)
 AA2294'SOUTHEAST OF THE CENTERLINE OF ALA 51, 3.1 FT (0.9 M) NORTHWEST OF A
 AA2294'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 6-7
 AA2294'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2295 ***********************************************************************
 AA2295  DESIGNATION -  6 9
 AA2295  PID         -  AA2295
 AA2295  STATE/COUNTY-  AL/BULLOCK
 AA2295  USGS QUAD   -  ROBA (1984)
 AA2295
 AA2295                         *CURRENT SURVEY CONTROL
 AA2295  ___________________________________________________________________
 AA2295* NAD 83(1992)-  32 10 02.36966(N)    085 31 49.92625(W)     ADJUSTED  
 AA2295* NAVD 88     -       177.0    (meters)     581.     (feet)  VERTCON   
 AA2295  ___________________________________________________________________
 AA2295  X           -     421,147.487 (meters)                     COMP
 AA2295  Y           -  -5,387,895.387 (meters)                     COMP
 AA2295  Z           -   3,376,231.917 (meters)                     COMP
 AA2295  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AA2295  ELLIP HEIGHT-         150.01  (meters)          (07/29/02) GPS OBS
 AA2295  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 AA2295
 AA2295  HORZ ORDER  -  FIRST
 AA2295  ELLP ORDER  -  FOURTH    CLASS I
 AA2295
 AA2295.The horizontal coordinates were established by GPS observations
 AA2295.and adjusted by the National Geodetic Survey in November 1994..
 AA2295
 AA2295.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2295.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2295
 AA2295.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2295
 AA2295.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2295
 AA2295.The ellipsoidal height was determined by GPS observations
 AA2295.and is referenced to NAD 83.
 AA2295
 AA2295.The geoid height was determined by GEOID03.
 AA2295
 AA2295;                    North         East     Units Scale Factor Converg.
 AA2295;SPC AL E     -   184,897.854   228,559.191   MT  0.99997005   +0 09 40.4
 AA2295;UTM  16      - 3,559,928.690   638,552.789   MT  0.99983674   +0 46 56.9
 AA2295
 AA2295!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2295!SPC AL E     -   0.99997645  x   0.99997005  =   0.99994650
 AA2295!UTM  16      -   0.99997645  x   0.99983674  =   0.99981319
 AA2295
 AA2295:                Primary Azimuth Mark                     Grid Az
 AA2295:SPC AL E     -  6 10                                     164 34 31.4
 AA2295:UTM  16      -  6 10                                     163 57 14.9
 AA2295
 AA2295|---------------------------------------------------------------------|
 AA2295| PID    Reference Object                     Distance      Geod. Az  |
 AA2295|                                                           dddmmss.s |
 AA2295| AA2296 6 10                                APPROX. 0.5 KM 1644411.8 |
 AA2295|---------------------------------------------------------------------|
 AA2295
 AA2295                          SUPERSEDED SURVEY CONTROL
 AA2295
 AA2295  ELLIP H (11/30/94)  150.06   (m)                       GP(       ) 4 1
 AA2295  NGVD 29 (11/30/94)  177.0    (m)          581.     (f) GPS OBS        
 AA2295
 AA2295.Superseded values are not recommended for survey control.
 AA2295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2295.See file dsdata.txt to determine how the superseded data were derived.
 AA2295
 AA2295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA3855359929(NAD 83)
 AA2295_MARKER: DD = SURVEY DISK
 AA2295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2295_SP_SET: CONCRETE POST
 AA2295_STAMPING: 6-9 1992
 AA2295_MARK LOGO: ALHD  
 AA2295_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2295+STABILITY: SURFACE MOTION
 AA2295_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2295+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2295
 AA2295  HISTORY     - Date     Condition        Report By
 AA2295  HISTORY     - 1992     MONUMENTED       ALHD
 AA2295
 AA2295                          STATION DESCRIPTION
 AA2295
 AA2295'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 AA2295'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 AA2295'ALA 51, ABOUT 6.35 MI (10.22 KM) NORTH OF MIDWAY AND ABOUT 10.80 MI
 AA2295'(17.38 KM) EAST OF UNION SPRINGS. TO REACH THE STATION FROM THE
 AA2295'JUNCTION OF U.S. 82 AND ALA 51 NORTH, (MILE POST 206.25 ON U.S. 82 AND
 AA2295'MILE POST 71.65 ON ALA 51) EAST OF UNION SPRINGS, DRIVE NORTHEAST ON
 AA2295'ALA 51 FOR 5.25 MI (8.45 KM) TO MILE POST 76.90 AND THE STATION ON THE
 AA2295'LEFT. THE STATION IS 47.0 FT (14.3 M) WEST OF THE CENTERLINE OF ALA
 AA2295'51, 67.5 FT (20.6 M) NORTH-NORTHEAST OF A POWER POLE, 4.0 FT (1.2 M)
 AA2295'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2295'STATION 6-10 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0386 ***********************************************************************
 EF0386  DESIGNATION -  6 M
 EF0386  PID         -  EF0386
 EF0386  STATE/COUNTY-  AL/ETOWAH
 EF0386  USGS QUAD   -  GADSDEN WEST (1985)
 EF0386
 EF0386                         *CURRENT SURVEY CONTROL
 EF0386  ___________________________________________________________________
 EF0386* NAD 83(1986)-  34 00 52.     (N)    086 00 24.     (W)     SCALED    
 EF0386* NAVD 88     -       168.67   (+/-2cm)     553.4    (feet)  VERTCON   
 EF0386  ___________________________________________________________________
 EF0386  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EF0386
 EF0386  VERT ORDER  -  ? (See Below)
 EF0386
 EF0386.The horizontal coordinates were scaled from a topographic map and have
 EF0386.an estimated accuracy of +/- 6 seconds.
 EF0386
 EF0386.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF0386.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF0386.The vertical order pertains to the NGVD 29 superseded value.
 EF0386
 EF0386.The geoid height was determined by GEOID03.
 EF0386
 EF0386;                    North         East    Units  Estimated Accuracy
 EF0386;SPC AL E     -   389,720.      183,990.      MT  (+/- 180 meters Scaled)
 EF0386
 EF0386                          SUPERSEDED SURVEY CONTROL
 EF0386
 EF0386  NGVD 29 (??/??/92)  168.642  (m)          553.29   (f) ADJ UNCH    ?  
 EF0386
 EF0386.Superseded values are not recommended for survey control.
 EF0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0386.See file dsdata.txt to determine how the superseded data were derived.
 EF0386
 EF0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC917642(NAD 83)
 EF0386_MARKER: Q = CHISELED SQUARE
 EF0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0386_SP_SET: FOUNDATION FLAGPOLE
 EF0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0386
 EF0386  HISTORY     - Date     Condition        Report By
 EF0386  HISTORY     - UNK      MONUMENTED       CGS
 EF0386  HISTORY     - 1947     GOOD             NGS
 EF0386
 EF0386                          STATION DESCRIPTION
 EF0386
 EF0386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EF0386'IN GADSDEN.
 EF0386'AT GADSDEN, IN THE TOP OF THE NORTHEAST CORNER OF THE FOUNDATION OF
 EF0386'THE FLAG POLE AT THE NORTHEAST CORNER OF THE POST OFFICE LAWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0483 ***********************************************************************
 BU0483  DESIGNATION -  60
 BU0483  PID         -  BU0483
 BU0483  STATE/COUNTY-  AL/CONECUH
 BU0483  USGS QUAD   -  EVERGREEN (1982)
 BU0483
 BU0483                         *CURRENT SURVEY CONTROL
 BU0483  ___________________________________________________________________
 BU0483* NAD 83(1986)-  31 25 44.     (N)    086 58 15.     (W)     SCALED    
 BU0483* NAVD 88     -        82.618  (meters)     271.06   (feet)  ADJUSTED  
 BU0483  ___________________________________________________________________
 BU0483  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BU0483  DYNAMIC HT  -          82.516 (meters)     270.72  (feet)  COMP
 BU0483  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 BU0483
 BU0483  VERT ORDER  -  SECOND    CLASS 0
 BU0483
 BU0483.The horizontal coordinates were scaled from a topographic map and have
 BU0483.an estimated accuracy of +/- 6 seconds.
 BU0483
 BU0483.The orthometric height was determined by differential leveling
 BU0483.and adjusted by the National Geodetic Survey in June 1991..
 BU0483
 BU0483.The geoid height was determined by GEOID03.
 BU0483
 BU0483.The dynamic height is computed by dividing the NAVD 88
 BU0483.geopotential number by the normal gravity value computed on the
 BU0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0483.degrees latitude (g = 980.6199 gals.).
 BU0483
 BU0483.The modeled gravity was interpolated from observed gravity values.
 BU0483
 BU0483;                    North         East    Units  Estimated Accuracy
 BU0483;SPC AL W     -   158,520.      650,310.      MT  (+/- 180 meters Scaled)
 BU0483
 BU0483                          SUPERSEDED SURVEY CONTROL
 BU0483
 BU0483  NGVD 29 (??/??/92)   82.61   (m)          271.0    (f) COMPUTED    2 0
 BU0483
 BU0483.Superseded values are not recommended for survey control.
 BU0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0483.See file dsdata.txt to determine how the superseded data were derived.
 BU0483
 BU0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV027771(NAD 83)
 BU0483_MARKER: DD = SURVEY DISK
 BU0483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0483_STAMPING: 60
 BU0483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0483+STABILITY: SURFACE MOTION
 BU0483
 BU0483  HISTORY     - Date     Condition        Report By
 BU0483  HISTORY     - UNK      MONUMENTED       ALGS
 BU0483  HISTORY     - 1951     GOOD             NGS
 BU0483  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU0483
 BU0483                          STATION DESCRIPTION
 BU0483
 BU0483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0483'1.2 MI W FROM EVERGREEN.
 BU0483'1.2 MILES WEST ALONG U.S. HIGHWAYS 31 AND 84 FROM THE COURTHOUSE AT
 BU0483'EVERGREEN, CONECUH COUNTY, 0.2 MILE WEST OF A CULVERT AND THE WEST END
 BU0483'OF THE CONCRETE SIDEWALKS OF THE TOWN, 0.1 MILE EAST OF THE EVERGREEN
 BU0483'TOURIST CABINS, NEAR THE MIDDLE OF A CURVE, 63.4 FEET NORTHWEST OF THE
 BU0483'WEST CORNER OF THE NORTH CONCRETE HEAD WALL OF AN 18-INCH
 BU0483'CORRUGATED-IRON PIPE CULVERT, 54.7 FEET NORTH OF THE CENTER LINE OF
 BU0483'THE HIGHWAY, 9 FEET NORTH-NORTHEAST OF BENCH MARK C 66 DESCRIBED
 BU0483'BELOW, AND ABOUT 3 FEET HIGHER THAN THE HIGHWAY.  A STATE SURVEY
 BU0483'STANDARD DISK, STAMPED 60 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 BU0483'WITH THE GROUND.
 BU0483
 BU0483                          STATION RECOVERY (1976)
 BU0483
 BU0483'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU0483'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0748 ***********************************************************************
 EF0748  DESIGNATION -  60
 EF0748  PID         -  EF0748
 EF0748  STATE/COUNTY-  AL/LIMESTONE
 EF0748  USGS QUAD   -  JONES CROSSROADS (1976)
 EF0748
 EF0748                         *CURRENT SURVEY CONTROL
 EF0748  ___________________________________________________________________
 EF0748* NAD 83(1986)-  34 42 01.     (N)    087 07 04.     (W)     SCALED    
 EF0748* NAVD 88     -       167.505  (meters)     549.56   (feet)  POSTED    
 EF0748  ___________________________________________________________________
 EF0748  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 EF0748  DYNAMIC HT  -         167.340 (meters)     549.01  (feet)  COMP
 EF0748  MODELED GRAV-     979,676.2   (mgal)                       NAVD 88
 EF0748
 EF0748  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0748
 EF0748.The horizontal coordinates were scaled from a topographic map and have
 EF0748.an estimated accuracy of +/- 6 seconds.
 EF0748
 EF0748.The orthometric height was determined by differential leveling
 EF0748.and adjusted by the National Geodetic Survey in 1992..
 EF0748.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0748.rate of 0.0 thru 1.0 mm/km.
 EF0748
 EF0748.The geoid height was determined by GEOID03.
 EF0748
 EF0748.The dynamic height is computed by dividing the NAVD 88
 EF0748.geopotential number by the normal gravity value computed on the
 EF0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0748.degrees latitude (g = 980.6199 gals.).
 EF0748
 EF0748.The modeled gravity was interpolated from observed gravity values.
 EF0748
 EF0748;                    North         East    Units  Estimated Accuracy
 EF0748;SPC AL W     -   521,260.      635,020.      MT  (+/- 180 meters Scaled)
 EF0748
 EF0748                          SUPERSEDED SURVEY CONTROL
 EF0748
 EF0748  NGVD 29 (??/??/92)  167.459  (m)          549.41   (f) ADJ UNCH    1 2
 EF0748
 EF0748.Superseded values are not recommended for survey control.
 EF0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0748.See file dsdata.txt to determine how the superseded data were derived.
 EF0748
 EF0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD892398(NAD 83)
 EF0748_MARKER: DB = BENCH MARK DISK
 EF0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0748+STABILITY: SURFACE MOTION
 EF0748
 EF0748  HISTORY     - Date     Condition        Report By
 EF0748  HISTORY     - UNK      MONUMENTED       USE
 EF0748  HISTORY     - 1933     GOOD             NGS
 EF0748
 EF0748                          STATION DESCRIPTION
 EF0748
 EF0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0748'9.25 MI NW FROM DECATUR.
 EF0748'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 169 1/4,
 EF0748'ON WHAT IS KNOWN AS MASONS ISLAND, APPROX 1800 FEET UPSTREAM FROM
 EF0748'MOUTH OF SLOUGH OR LOWER END OF MASON ISLAND.  350 FEET FROM CREST OF
 EF0748'BANK AND 40 FEET SOUTH OF LOG CRIB WITH TIN ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1599 ***********************************************************************
 CO1599  DESIGNATION -  60 1
 CO1599  PID         -  CO1599
 CO1599  STATE/COUNTY-  AL/SUMTER
 CO1599  USGS QUAD   -  KEWANEE (1974)
 CO1599
 CO1599                         *CURRENT SURVEY CONTROL
 CO1599  ___________________________________________________________________
 CO1599* NAD 83(1992)-  32 25 55.75819(N)    088 22 38.58203(W)     ADJUSTED  
 CO1599* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 CO1599  ___________________________________________________________________
 CO1599  X           -     152,583.053 (meters)                     COMP
 CO1599  Y           -  -5,386,380.433 (meters)                     COMP
 CO1599  Z           -   3,400,994.898 (meters)                     COMP
 CO1599  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 CO1599  ELLIP HEIGHT-          36.39  (meters)          (07/29/02) GPS OBS
 CO1599  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CO1599
 CO1599  HORZ ORDER  -  FIRST
 CO1599  ELLP ORDER  -  FOURTH    CLASS I
 CO1599
 CO1599.The horizontal coordinates were established by GPS observations
 CO1599.and adjusted by the National Geodetic Survey in December 1992..
 CO1599
 CO1599.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1599
 CO1599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1599
 CO1599.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1599
 CO1599.The ellipsoidal height was determined by GPS observations
 CO1599.and is referenced to NAD 83.
 CO1599
 CO1599.The geoid height was determined by GEOID03.
 CO1599
 CO1599;                    North         East     Units Scale Factor Converg.
 CO1599;SPC AL W     -   269,981.821   517,488.579   MT  1.00001726   -0 28 14.0
 CO1599;SPC MS E     -   325,160.337   342,878.840   MT  0.99997266   +0 14 40.3
 CO1599;SPC MS E     - 1,066,796.87  1,124,928.33   sFT  0.99997266   +0 14 40.3
 CO1599;UTM  16      - 3,589,173.305   370,507.309   MT  0.99980678   -0 44 19.7
 CO1599
 CO1599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1599!SPC AL W     -   0.99999429  x   1.00001726  =   1.00001155
 CO1599!SPC MS E     -   0.99999429  x   0.99997266  =   0.99996695
 CO1599!UTM  16      -   0.99999429  x   0.99980678  =   0.99980107
 CO1599
 CO1599                          SUPERSEDED SURVEY CONTROL
 CO1599
 CO1599  ELLIP H (12/04/92)   36.40   (m)                       GP(       ) 4 1
 CO1599  NAD 83(1986)-  32 25 55.76827(N)    088 22 38.58690(W) AD(       ) 1
 CO1599  NGVD 29 (12/04/92)   64.8    (m)          213.     (f) GPS OBS        
 CO1599
 CO1599.Superseded values are not recommended for survey control.
 CO1599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1599.See file dsdata.txt to determine how the superseded data were derived.
 CO1599
 CO1599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7050789173(NAD 83)
 CO1599_MARKER: DD = SURVEY DISK
 CO1599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1599_SP_SET: CONCRETE POST
 CO1599_STAMPING: 60-1 1990
 CO1599_MARK LOGO: ALHD  
 CO1599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1599+STABILITY: SURFACE MOTION
 CO1599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1599+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 CO1599
 CO1599  HISTORY     - Date     Condition        Report By
 CO1599  HISTORY     - 1990     MONUMENTED       ALHD
 CO1599  HISTORY     - 19910416 GOOD
 CO1599
 CO1599                          STATION DESCRIPTION
 CO1599
 CO1599'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1599'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTHEAST RIGHT OF WAY
 CO1599'OF U. S. 11 AND U. S. 80 IN CUBA.
 CO1599'TO REACH THE STATION FROM THE JUNCTION OF U. S. 11 NORTH AND U. S. 80
 CO1599'EAST (MILE POST 3.05 ON U. S. 11 AND U. S. 80) IN CUBA, DRIVE
 CO1599'SOUTHWEST ON TWO LANE U. S. 11 AND U. S. 80 2.01 KM (1.25 MI) TO MILE
 CO1599'POST 1.80 AND THE STATION ON THE LEFT.
 CO1599'THE STATION IS LOCATED IN FRONT OF THE CUBA MUSEUM BUILDING, 0.61 M
 CO1599'(2.00 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A CONCRETE SIDEWALK,
 CO1599'9.45 M (31.00 FT) NORTHWEST OF THE CENTER OF A PAVED DRIVEWAY, 13.32
 CO1599'M (43.70 FT) EAST - NORTHEAST OF A JUNCTION POWER POLE WITH A
 CO1599'SECURITY LIGHT, 13.81 M (45.31 FT) SOUTHEAST OF THE CENTERLINE OF U.
 CO1599'S. 11 AND U. S. 80, 17.25 M (56.59 FT) NORTHEAST OF A FIRE HYDRANT,
 CO1599'20.48 M (67.19 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE METAL
 CO1599'CUBA MUSEUM BUILDING, 20.60 M (67.59 FT) SOUTHWEST OF A TRANSFORMER
 CO1599'POWER POLE, 20.60 M (67.59 FT) SOUTHWEST OF TELEPHONE CABLE PEDESTAL
 CO1599'NO. P 114, 21.24 M (69.68 FT) WEST - SOUTHWEST OF THE WEST ONE OF
 CO1599'THREE 15 INCH WATER OAK TREES, 22.13 M (72.60 FT) WEST - NORTHWEST OF
 CO1599'THE NORTHEAST CORNER OF THE METAL CUBA MUSEUM BUILDING, 25.79 M
 CO1599'(84.61 FT) WEST - NORTHWEST OF THE NORTHWEST CORNER OF THE FRAME CUBA
 CO1599'EDUCATIONAL AND RECREATIONAL BUILDING, 25.91 M (85.01 FT) NORTHEAST
 CO1599'OF THE CENTER OF SECOND STREET, AND SET FLUSH WITH THE GROUND.
 CO1599'BENCH MARK M 318 (1043.3 FT) 1960 MAY BE USED AS AN AZIMUTH FOR THIS
 CO1599'STATION.
 CO1599
 CO1599                          STATION RECOVERY (1991)
 CO1599
 CO1599'RECOVERED 1991
 CO1599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7089 ***********************************************************************
 AA7089  DESIGNATION -  60 10
 AA7089  PID         -  AA7089
 AA7089  STATE/COUNTY-  AL/SUMTER
 AA7089  USGS QUAD   -  WHYNOT (1978)
 AA7089
 AA7089                         *CURRENT SURVEY CONTROL
 AA7089  ___________________________________________________________________
 AA7089* NAD 83(1992)-  32 19 56.95722(N)    088 22 40.86085(W)     ADJUSTED  
 AA7089* NAVD 88     -       101.1    (meters)     332.     (feet)  VERTCON   
 AA7089  ___________________________________________________________________
 AA7089  X           -     152,691.964 (meters)                     COMP
 AA7089  Y           -  -5,392,329.902 (meters)                     COMP
 AA7089  Z           -   3,391,680.670 (meters)                     COMP
 AA7089  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA7089  ELLIP HEIGHT-          72.88  (meters)          (07/29/02) GPS OBS
 AA7089  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AA7089
 AA7089  HORZ ORDER  -  FIRST
 AA7089  ELLP ORDER  -  FOURTH    CLASS I
 AA7089
 AA7089.The horizontal coordinates were established by GPS observations
 AA7089.and adjusted by the National Geodetic Survey in July 1995..
 AA7089
 AA7089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7089
 AA7089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7089
 AA7089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7089
 AA7089.The ellipsoidal height was determined by GPS observations
 AA7089.and is referenced to NAD 83.
 AA7089
 AA7089.The geoid height was determined by GEOID03.
 AA7089
 AA7089;                    North         East     Units Scale Factor Converg.
 AA7089;SPC AL W     -   258,930.071   517,338.332   MT  1.00001757   -0 28 10.6
 AA7089;UTM  16      - 3,578,124.703   370,305.440   MT  0.99980743   -0 44 13.6
 AA7089
 AA7089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7089!SPC AL W     -   0.99998856  x   1.00001757  =   1.00000613
 AA7089!UTM  16      -   0.99998856  x   0.99980743  =   0.99979599
 AA7089
 AA7089:                Primary Azimuth Mark                     Grid Az
 AA7089:SPC AL W     -  60 9                                     149 14 48.1
 AA7089:UTM  16      -  60 9                                     149 30 51.1
 AA7089
 AA7089|---------------------------------------------------------------------|
 AA7089| PID    Reference Object                     Distance      Geod. Az  |
 AA7089|                                                           dddmmss.s |
 AA7089| AA7088 60 9                                438.369 METERS 1484637.5 |
 AA7089|---------------------------------------------------------------------|
 AA7089
 AA7089                          SUPERSEDED SURVEY CONTROL
 AA7089
 AA7089  ELLIP H (07/21/95)   72.91   (m)                       GP(       ) 3 2
 AA7089  NGVD 29 (07/21/95)  101.1    (m)          332.     (f) GPS OBS        
 AA7089
 AA7089.Superseded values are not recommended for survey control.
 AA7089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7089.See file dsdata.txt to determine how the superseded data were derived.
 AA7089
 AA7089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7030578125(NAD 83)
 AA7089_MARKER: DD = SURVEY DISK
 AA7089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7089_STAMPING: 60-10 1994
 AA7089_MARK LOGO: ALHD  
 AA7089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7089+STABILITY: SURFACE MOTION
 AA7089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7089+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7089
 AA7089  HISTORY     - Date     Condition        Report By
 AA7089  HISTORY     - 1994     MONUMENTED       ALHD
 AA7089
 AA7089                          STATION DESCRIPTION
 AA7089
 AA7089'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7089'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7089'SUMTER COUNTY ROAD NO. 5, ABOUT 6.85 MI (11.02 KM) SOUTH OF CUBA AND
 AA7089'ABOUT 11.75 MI (18.91 KM) SOUTH-SOUTHWEST OF YORK. TO REACH THE
 AA7089'STATION FROM THE JUNCTION OF U.S. 11 AND U.S. 80 (MILE POST 3.05 ON
 AA7089'U.S. 11 AND MILE POST 3.00 ON U.S. 80) AT A CAUTION LIGHT IN CUBA,
 AA7089'DRIVE SOUTHWEST ON U.S. 11 FOR 1.30 MI (2.09 KM) TO MILE POST 1.75 AND
 AA7089'SUMTER COUNTY ROAD NO. 10 ON THE LEFT, TURN LEFT ON SUMTER COUNTY ROAD
 AA7089'NO. 10 AND DRIVE SOUTH FOR 3.60 MI (5.79 KM) TO SUMTER COUNTY ROAD NO.
 AA7089'5 ON THE RIGHT, TURN RIGHT ON SUMTER COUNTY ROAD NO. 5 AND DRIVE SOUTH
 AA7089'FOR 3.85 MI (6.20 KM) TO THE STATION ON THE RIGHT. THE STATION IS 35.6
 AA7089'FT (10.9 M) WEST-SOUTHWEST OF THE CENTER OF SUMTER COUNTY ROAD NO. 5,
 AA7089'2.4 FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7089'WITH THE GROUND. STATION 60-9 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7089'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7090 ***********************************************************************
 AA7090  DESIGNATION -  60 11
 AA7090  PID         -  AA7090
 AA7090  STATE/COUNTY-  AL/SUMTER
 AA7090  USGS QUAD   -  WARD (1974)
 AA7090
 AA7090                         *CURRENT SURVEY CONTROL
 AA7090  ___________________________________________________________________
 AA7090* NAD 83(1992)-  32 21 33.61690(N)    088 15 53.73275(W)     ADJUSTED  
 AA7090* NAVD 88     -        60.1    (meters)     197.     (feet)  VERTCON   
 AA7090  ___________________________________________________________________
 AA7090  X           -     163,285.821 (meters)                     COMP
 AA7090  Y           -  -5,390,390.925 (meters)                     COMP
 AA7090  Z           -   3,394,174.119 (meters)                     COMP
 AA7090  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 AA7090  ELLIP HEIGHT-          31.70  (meters)          (07/29/02) GPS OBS
 AA7090  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA7090
 AA7090  HORZ ORDER  -  FIRST
 AA7090  ELLP ORDER  -  FOURTH    CLASS I
 AA7090
 AA7090.The horizontal coordinates were established by GPS observations
 AA7090.and adjusted by the National Geodetic Survey in July 1995..
 AA7090
 AA7090.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7090
 AA7090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7090
 AA7090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7090
 AA7090.The ellipsoidal height was determined by GPS observations
 AA7090.and is referenced to NAD 83.
 AA7090
 AA7090.The geoid height was determined by GEOID03.
 AA7090
 AA7090;                    North         East     Units Scale Factor Converg.
 AA7090;SPC AL W     -   261,825.801   528,006.958   MT  0.99999723   -0 24 33.9
 AA7090;UTM  16      - 3,580,969.960   380,985.162   MT  0.99977467   -0 40 37.6
 AA7090
 AA7090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7090!SPC AL W     -   0.99999502  x   0.99999723  =   0.99999225
 AA7090!UTM  16      -   0.99999502  x   0.99977467  =   0.99976969
 AA7090
 AA7090                          SUPERSEDED SURVEY CONTROL
 AA7090
 AA7090  ELLIP H (07/21/95)   31.73   (m)                       GP(       ) 3 2
 AA7090  NGVD 29 (07/21/95)   60.0    (m)          197.     (f) GPS OBS        
 AA7090
 AA7090.Superseded values are not recommended for survey control.
 AA7090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7090.See file dsdata.txt to determine how the superseded data were derived.
 AA7090
 AA7090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8098580970(NAD 83)
 AA7090_MARKER: DD = SURVEY DISK
 AA7090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7090_STAMPING: 60-11 1994
 AA7090_MARK LOGO: ALHD  
 AA7090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7090+STABILITY: SURFACE MOTION
 AA7090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7090+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7090
 AA7090  HISTORY     - Date     Condition        Report By
 AA7090  HISTORY     - 1994     MONUMENTED       ALHD
 AA7090
 AA7090                          STATION DESCRIPTION
 AA7090
 AA7090'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7090'THE STATION IS LOCATED IN SUMTER COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7090'SUMTER COUNTY ROAD NO. 10 ABOUT 8.30 MI (13.36 KM) SOUTHEAST OF CUBA
 AA7090'AND ABOUT 9.10 MI (14.64 KM) SOUTH-SOUTHEAST OF YORK. TO REACH THE
 AA7090'STATION FROM THE JUNCTION OF U.S. 11 AND ALA 17 (MILE POST 141.85 ON
 AA7090'ALA 17 AND MILE POST 7.90 ON U.S. 11) AT A TRAFFIC LIGHT IN YORK,
 AA7090'DRIVE SOUTHEAST ON ALA 17 FOR 3.75 MI (6.03 KM) TO MILE POST 138.10
 AA7090'AND THE U.S. 80 OVERPASS OVER ALA 17 (MILE POST 8.70 ON U.S. 80),
 AA7090'CONTINUE SOUTH ON ALA 17 FOR 0.95 MI (1.53 KM) TO MILE POST 137.15 AND
 AA7090'SUMTER COUNTY ROAD NO. 9 ON THE RIGHT, TURN RIGHT ON SUMTER COUNTY
 AA7090'ROAD NO. 9 AND DRIVE SOUTH FOR 5.00 MI (8.05 KM) TO A PAVED CROSS ROAD
 AA7090'WITH SUMTER COUNTY ROAD NO. 10 LEFT AND RIGHT, TURN LEFT ON SUMTER
 AA7090'COUNTY ROAD NO. 10 AND DRIVE EAST FOR 0.05 MI (0.08 KM) TO THE STATION
 AA7090'ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR FOOT CHAIN
 AA7090'LINK FENCE AROUND COKES CHAPEL CEMETARY, 43.0 FT (13.1 M) NORTH OF THE
 AA7090'CENTERLINE OF SUMTER COUNTY ROAD NO. 10, 45.2 FT (13.8 M) EAST OF THE
 AA7090'WEST END OF THE CHAIN LINK FENCE ON THE SOUTH SIDE OF THE ENTRANCE,
 AA7090'81.5 FT (24.8 M) NORTH-NORTHEAST OF A BURIED CABLE WARNING SIGN ACROSS
 AA7090'THE ROAD, 92.9 FT (28.3 M) NORTH-NORTHEAST OF A SACP 3163 B SIGN
 AA7090'ACROSS THE ROAD, 97.2 FT (29.6 M) NORTH-NORTHWEST OF THE WEST POST OF
 AA7090'A PIPE GATE ACROSS THE ROAD, 156.6 FT (47.7 M) NORTHEAST OF TELEPHONE
 AA7090'CABLE PEDESTAL NO. 96 ACROSS THE ROAD, 159.4 FT (48.6 M) NORTHEAST OF
 AA7090'JUNCTION POWER AND CABLE POLE NO. 96 ACROSS THE ROAD, 213.0 FT (64.9
 AA7090'M) EAST OF THE CENTERLINE OF SUMTER COUNTY ROAD NO. 9, 3.2 FT (1.0 M)
 AA7090'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7090'STATION 60-12 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7091 ***********************************************************************
 AA7091  DESIGNATION -  60 12
 AA7091  PID         -  AA7091
 AA7091  STATE/COUNTY-  AL/SUMTER
 AA7091  USGS QUAD   -  WARD (1974)
 AA7091
 AA7091                         *CURRENT SURVEY CONTROL
 AA7091  ___________________________________________________________________
 AA7091* NAD 83(1992)-  32 21 32.37763(N)    088 15 31.74913(W)     ADJUSTED  
 AA7091* NAVD 88     -        63.9    (meters)     210.     (feet)  VERTCON   
 AA7091  ___________________________________________________________________
 AA7091  X           -     163,861.045 (meters)                     COMP
 AA7091  Y           -  -5,390,397.122 (meters)                     COMP
 AA7091  Z           -   3,394,143.907 (meters)                     COMP
 AA7091  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 AA7091  ELLIP HEIGHT-          35.50  (meters)          (07/29/02) GPS OBS
 AA7091  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA7091
 AA7091  HORZ ORDER  -  FIRST
 AA7091  ELLP ORDER  -  FOURTH    CLASS I
 AA7091
 AA7091.The horizontal coordinates were established by GPS observations
 AA7091.and adjusted by the National Geodetic Survey in July 1995..
 AA7091
 AA7091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7091
 AA7091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7091
 AA7091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7091
 AA7091.The ellipsoidal height was determined by GPS observations
 AA7091.and is referenced to NAD 83.
 AA7091
 AA7091.The geoid height was determined by GEOID03.
 AA7091
 AA7091;                    North         East     Units Scale Factor Converg.
 AA7091;SPC AL W     -   261,783.537   528,581.437   MT  0.99999621   -0 24 22.2
 AA7091;UTM  16      - 3,580,925.023   381,559.310   MT  0.99977299   -0 40 25.8
 AA7091
 AA7091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7091!SPC AL W     -   0.99999443  x   0.99999621  =   0.99999064
 AA7091!UTM  16      -   0.99999443  x   0.99977299  =   0.99976742
 AA7091
 AA7091                          SUPERSEDED SURVEY CONTROL
 AA7091
 AA7091  ELLIP H (07/21/95)   35.54   (m)                       GP(       ) 3 2
 AA7091  NGVD 29 (07/21/95)   63.9    (m)          210.     (f) GPS OBS        
 AA7091
 AA7091.Superseded values are not recommended for survey control.
 AA7091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7091.See file dsdata.txt to determine how the superseded data were derived.
 AA7091
 AA7091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8155980925(NAD 83)
 AA7091_MARKER: DD = SURVEY DISK
 AA7091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7091_STAMPING: 60-12 1994
 AA7091_MARK LOGO: ALHD  
 AA7091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7091+STABILITY: SURFACE MOTION
 AA7091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7091+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7091
 AA7091  HISTORY     - Date     Condition        Report By
 AA7091  HISTORY     - 1994     MONUMENTED       ALHD
 AA7091
 AA7091                          STATION DESCRIPTION
 AA7091
 AA7091'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7091'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7091'SUMTER COUNTY ROAD NO. 10 ABOUT 8.60 MI (13.84 KM) SOUTHEAST OF CUBA
 AA7091'AND ABOUT 9.30 MI (14.97 KM) SOUTH-SOUTHEAST OF YORK. TO REACH THE
 AA7091'STATION FROM THE JUNCTION OF U.S. 11 AND ALA 17 (MILE POST 141.85 ON
 AA7091'ALA 17 AND MILE POST 7.90 ON U.S. 11) AT A TRAFFIC LIGHT IN YORK,
 AA7091'DRIVE SOUTHEAST ON ALA 17 FOR 3.75 MI (6.03 KM) TO MILE POST 138.10
 AA7091'AND THE U.S. 80 OVERPASS OVER ALA 17 (MILE POST 8.70 ON U.S. 80),
 AA7091'CONTINUE SOUTH ON ALA 17 FOR 0.95 MI (1.53 KM) TO MILE POST 137.15 AND
 AA7091'SUMTER COUNTY ROAD NO. 9 ON THE RIGHT, TURN RIGHT ON SUMTER COUNTY
 AA7091'ROAD NO. 9 AND DRIVE SOUTH FOR 5.00 MI (8.05 KM) TO A PAVED CROSS ROAD
 AA7091'WITH SUMTER COUNTY ROAD NO. 10 LEFT AND RIGHT, TURN LEFT ON SUMTER
 AA7091'COUNTY ROAD NO. 10 AND DRIVE EAST FOR 0.40 MI (0.64 KM) TO THE STATION
 AA7091'ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) NORTH OF A FOUR STRAND
 AA7091'ELECTRIC FENCE ON WHITE TOP, GREEN STEEL POSTS, 3.9 FT (1.2 M)
 AA7091'NORTHWEST OF A WOOD POST IN THE FENCE LINE, 38.8 FT (11.8 M) SOUTH OF
 AA7091'THE CENTERLINE OF SUMTER COUNTY ROAD NO. 10, 108.1 FT (32.9 M) WEST OF
 AA7091'A POWER POLE WITH A BIRD HOUSE, 112.1 FT (34.2 M) EAST OF A POWER
 AA7091'POLE, 186.9 FT (57.0 M) WEST OF THE NORTHEAST CORNER OF THE FENCE, 3.2
 AA7091'FT (1.0 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7091'GROUND. STATION 60-11 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7092 ***********************************************************************
 AA7092  DESIGNATION -  60 13
 AA7092  PID         -  AA7092
 AA7092  STATE/COUNTY-  AL/SUMTER
 AA7092  USGS QUAD   -  GASTON (1986)
 AA7092
 AA7092                         *CURRENT SURVEY CONTROL
 AA7092  ___________________________________________________________________
 AA7092* NAD 83(1992)-  32 19 56.45500(N)    088 10 56.70674(W)     ADJUSTED  
 AA7092* NAVD 88     -        48.7    (meters)     160.     (feet)  VERTCON   
 AA7092  ___________________________________________________________________
 AA7092  X           -     171,098.420 (meters)                     COMP
 AA7092  Y           -  -5,391,741.114 (meters)                     COMP
 AA7092  Z           -   3,391,639.498 (meters)                     COMP
 AA7092  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AA7092  ELLIP HEIGHT-          20.34  (meters)          (07/29/02) GPS OBS
 AA7092  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 AA7092
 AA7092  HORZ ORDER  -  FIRST
 AA7092  ELLP ORDER  -  FOURTH    CLASS I
 AA7092
 AA7092.The horizontal coordinates were established by GPS observations
 AA7092.and adjusted by the National Geodetic Survey in July 1995..
 AA7092
 AA7092.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7092
 AA7092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7092
 AA7092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7092
 AA7092.The ellipsoidal height was determined by GPS observations
 AA7092.and is referenced to NAD 83.
 AA7092
 AA7092.The geoid height was determined by GEOID03.
 AA7092
 AA7092;                    North         East     Units Scale Factor Converg.
 AA7092;SPC AL W     -   258,780.475   535,753.442   MT  0.99998422   -0 21 54.0
 AA7092;UTM  16      - 3,577,889.192   388,715.585   MT  0.99975272   -0 37 56.8
 AA7092
 AA7092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7092!SPC AL W     -   0.99999681  x   0.99998422  =   0.99998103
 AA7092!UTM  16      -   0.99999681  x   0.99975272  =   0.99974953
 AA7092
 AA7092                          SUPERSEDED SURVEY CONTROL
 AA7092
 AA7092  ELLIP H (07/21/95)   20.39   (m)                       GP(       ) 3 2
 AA7092  NGVD 29 (07/21/95)   48.7    (m)          160.     (f) GPS OBS        
 AA7092
 AA7092.Superseded values are not recommended for survey control.
 AA7092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7092.See file dsdata.txt to determine how the superseded data were derived.
 AA7092
 AA7092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8871677889(NAD 83)
 AA7092_MARKER: DD = SURVEY DISK
 AA7092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7092_STAMPING: 60-13 1994
 AA7092_MARK LOGO: ALHD  
 AA7092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7092+STABILITY: SURFACE MOTION
 AA7092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7092+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7092
 AA7092  HISTORY     - Date     Condition        Report By
 AA7092  HISTORY     - 1994     MONUMENTED       ALHD
 AA7092
 AA7092                          STATION DESCRIPTION
 AA7092
 AA7092'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7092'THE STATION IS LOCATED IN SUMTER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7092'ALA 17, ABOUT 12.70 MI (20.44 KM) SOUTHEAST OF YORK AND ABOUT 17.35 MI
 AA7092'(27.92 KM) SOUTH OF LIVINGSTON. TO REACH THE STATION FROM THE JUNCTION
 AA7092'OF U.S. 11 AND ALA 17 (MILE POST 141.85 ON ALA 17 AND MILE POST 7.90
 AA7092'ON U.S. 11) AT A TRAFFIC LIGHT IN YORK, DRIVE SOUTHEAST ON ALA 17 FOR
 AA7092'3.75 MI (6.03 KM) TO MILE POST 138.10 AND THE U.S. 80 OVERPASS OVER
 AA7092'ALA 17 (MILE POST 8.70 ON U.S. 80), CONTINUE SOUTHEAST ON ALA 17 FOR
 AA7092'9.85 MI (15.85 KM) TO MILE POST 128.25 AND THE STATION ON THE LEFT.
 AA7092'THE STATION IS 2.0 FT (0.6 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 AA7092'ON WOOD POSTS, 48.1 FT (14.7 M) EAST OF THE CENTERLINE OF ALA 17, 73.3
 AA7092'FT (22.3 M) NORTHEAST OF A GRAPHIC SIDE ROAD LEFT SIGN ACROSS THE
 AA7092'ROAD, 133.6 FT (40.7 M) NORTH-NORTHWEST OF THE NORTH ONE OF TWO
 AA7092'CONNECTED WOOD POSTS IN THE FENCE LINE, 163.4 FT (49.8 M) NORTH OF
 AA7092'POWER AND CABLE POLE NO. 18 321, 2.1 FT (0.6 M) WEST OF A CARSONITE
 AA7092'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 60-14 1994 MAY BE
 AA7092'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7093 ***********************************************************************
 AA7093  DESIGNATION -  60 14
 AA7093  PID         -  AA7093
 AA7093  STATE/COUNTY-  AL/SUMTER
 AA7093  USGS QUAD   -  GASTON (1986)
 AA7093
 AA7093                         *CURRENT SURVEY CONTROL
 AA7093  ___________________________________________________________________
 AA7093* NAD 83(1992)-  32 20 16.16480(N)    088 11 02.30087(W)     ADJUSTED  
 AA7093* NAVD 88     -        62.4    (meters)     205.     (feet)  VERTCON   
 AA7093  ___________________________________________________________________
 AA7093  X           -     170,942.266 (meters)                     COMP
 AA7093  Y           -  -5,391,432.765 (meters)                     COMP
 AA7093  Z           -   3,392,159.825 (meters)                     COMP
 AA7093  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 AA7093  ELLIP HEIGHT-          34.06  (meters)          (07/29/02) GPS OBS
 AA7093  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA7093
 AA7093  HORZ ORDER  -  FIRST
 AA7093  ELLP ORDER  -  FOURTH    CLASS I
 AA7093
 AA7093.The horizontal coordinates were established by GPS observations
 AA7093.and adjusted by the National Geodetic Survey in July 1995..
 AA7093
 AA7093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7093
 AA7093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7093
 AA7093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7093
 AA7093.The ellipsoidal height was determined by GPS observations
 AA7093.and is referenced to NAD 83.
 AA7093
 AA7093.The geoid height was determined by GEOID03.
 AA7093
 AA7093;                    North         East     Units Scale Factor Converg.
 AA7093;SPC AL W     -   259,388.518   535,611.021   MT  0.99998444   -0 21 57.2
 AA7093;UTM  16      - 3,578,497.752   388,576.036   MT  0.99975310   -0 38 00.2
 AA7093
 AA7093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7093!SPC AL W     -   0.99999465  x   0.99998444  =   0.99997909
 AA7093!UTM  16      -   0.99999465  x   0.99975310  =   0.99974775
 AA7093
 AA7093                          SUPERSEDED SURVEY CONTROL
 AA7093
 AA7093  ELLIP H (07/21/95)   34.10   (m)                       GP(       ) 3 2
 AA7093  NGVD 29 (07/21/95)   62.4    (m)          205.     (f) GPS OBS        
 AA7093
 AA7093.Superseded values are not recommended for survey control.
 AA7093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7093.See file dsdata.txt to determine how the superseded data were derived.
 AA7093
 AA7093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8857678498(NAD 83)
 AA7093_MARKER: DD = SURVEY DISK
 AA7093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7093_STAMPING: 60-14 1994
 AA7093_MARK LOGO: ALHD  
 AA7093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7093+STABILITY: SURFACE MOTION
 AA7093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7093+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7093
 AA7093  HISTORY     - Date     Condition        Report By
 AA7093  HISTORY     - 1994     MONUMENTED       ALHD
 AA7093
 AA7093                          STATION DESCRIPTION
 AA7093
 AA7093'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7093'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7093'ALA 17, ABOUT 12.20 MI (19.63 KM) SOUTHEAST OF YORK AND ABOUT 16.90 MI
 AA7093'(27.20 KM) SOUTH OF LIVINGSTON. TO REACH THE STATION FROM THE JUNCTION
 AA7093'OF U.S. 11 AND ALA 17 (MILE POST 141.85 ON ALA 17 AND MILE POST 7.90
 AA7093'ON U.S. 11) AT A TRAFFIC LIGHT IN YORK, DRIVE SOUTHEAST ON ALA 17 FOR
 AA7093'3.75 MI (6.03 KM) TO MILE POST 138.10 AND THE U.S. 80 OVERPASS OVER
 AA7093'ALA 17 (MILE POST 8.70 ON U.S. 80), CONTINUE SOUTHEAST ON ALA 17 FOR
 AA7093'9.45 MI (15.21 KM) TO MILE POST 128.65 AND THE STATION ON THE RIGHT.
 AA7093'THE STATION IS 57.2 FT (17.4 M) SOUTHWEST OF THE WEST POST OF A WARD
 AA7093'DIRECTIONAL SIGN, 63.8 FT (19.4 M) WEST OF THE CENTERLINE OF ALA 17,
 AA7093'86.7 FT (26.4 M) NORTH-NORTHWEST OF A BURIED CABLE WARNING SIGN, 89.2
 AA7093'FT (27.2 M) NORTH-NORTHWEST OF POWER AND CABLE POLE NO. 223, 89.5 FT
 AA7093'(27.3 M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 223, 115.6 FT
 AA7093'(35.2 M) NORTHWEST OF A SUMTER COUNTY 10 DIRECTIONAL SIGN, 2.2 FT (0.7
 AA7093'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7093'STATION 60-13 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7094 ***********************************************************************
 AA7094  DESIGNATION -  60 15
 AA7094  PID         -  AA7094
 AA7094  STATE/COUNTY-  AL/SUMTER
 AA7094  USGS QUAD   -  WHITFIELD (1971)
 AA7094
 AA7094                         *CURRENT SURVEY CONTROL
 AA7094  ___________________________________________________________________
 AA7094* NAD 83(1992)-  32 21 52.91239(N)    088 06 31.72988(W)     ADJUSTED  
 AA7094* NAVD 88     -        51.2    (meters)     168.     (feet)  VERTCON   
 AA7094  ___________________________________________________________________
 AA7094  X           -     177,961.467 (meters)                     COMP
 AA7094  Y           -  -5,389,600.478 (meters)                     COMP
 AA7094  Z           -   3,394,671.381 (meters)                     COMP
 AA7094  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AA7094  ELLIP HEIGHT-          22.74  (meters)          (07/29/02) GPS OBS
 AA7094  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AA7094
 AA7094  HORZ ORDER  -  FIRST
 AA7094  ELLP ORDER  -  FOURTH    CLASS I
 AA7094
 AA7094.The horizontal coordinates were established by GPS observations
 AA7094.and adjusted by the National Geodetic Survey in July 1995..
 AA7094
 AA7094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7094
 AA7094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7094
 AA7094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7094
 AA7094.The ellipsoidal height was determined by GPS observations
 AA7094.and is referenced to NAD 83.
 AA7094
 AA7094.The geoid height was determined by GEOID03.
 AA7094
 AA7094;                    North         East     Units Scale Factor Converg.
 AA7094;SPC AL W     -   262,325.866   542,703.498   MT  0.99997380   -0 19 33.3
 AA7094;UTM  16      - 3,581,401.258   395,680.482   MT  0.99973420   -0 35 37.0
 AA7094
 AA7094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7094!SPC AL W     -   0.99999643  x   0.99997380  =   0.99997023
 AA7094!UTM  16      -   0.99999643  x   0.99973420  =   0.99973063
 AA7094
 AA7094:                Primary Azimuth Mark                     Grid Az
 AA7094:SPC AL W     -  60 16                                    089 18 50.2
 AA7094:UTM  16      -  60 16                                    089 34 53.9
 AA7094
 AA7094|---------------------------------------------------------------------|
 AA7094| PID    Reference Object                     Distance      Geod. Az  |
 AA7094|                                                           dddmmss.s |
 AA7094| AA7095 60 16                               419.691 METERS 0885916.9 |
 AA7094|---------------------------------------------------------------------|
 AA7094
 AA7094                          SUPERSEDED SURVEY CONTROL
 AA7094
 AA7094  ELLIP H (07/21/95)   22.79   (m)                       GP(       ) 3 2
 AA7094  NGVD 29 (07/21/95)   51.2    (m)          168.     (f) GPS OBS        
 AA7094
 AA7094.Superseded values are not recommended for survey control.
 AA7094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7094.See file dsdata.txt to determine how the superseded data were derived.
 AA7094
 AA7094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9568081401(NAD 83)
 AA7094_MARKER: DD = SURVEY DISK
 AA7094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7094_STAMPING: 60-15 1994
 AA7094_MARK LOGO: ALHD  
 AA7094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7094+STABILITY: SURFACE MOTION
 AA7094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7094+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7094
 AA7094  HISTORY     - Date     Condition        Report By
 AA7094  HISTORY     - 1994     MONUMENTED       ALHD
 AA7094
 AA7094                          STATION DESCRIPTION
 AA7094
 AA7094'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7094'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7094'SUMTER COUNTY ROAD NO. 42, ABOUT 13.90 MI (22.37 KM) SOUTHEAST OF YORK
 AA7094'AND ABOUT 15.80 MI (25.43 KM) SOUTH-SOUTHEAST OF LIVINGSTON. TO REACH
 AA7094'THE STATION FROM THE JUNCTION OF U.S. 11 AND ALA 17 (MILE POST 141.85
 AA7094'ON ALA 17 AND MILE POST 7.90 ON U.S. 11) AT A TRAFFIC LIGHT IN YORK,
 AA7094'DRIVE SOUTHEAST ON ALA 17 FOR 3.75 MI (6.03 KM) TO MILE POST 138.10
 AA7094'AND THE U.S. 80 OVERPASS OVER ALA 17 (MILE POST 8.70 ON U.S. 80),
 AA7094'CONTINUE SOUTHEAST ON ALA 17 FOR 8.00 MI (12.87 KM) TO MILE POST
 AA7094'130.10 AND SUMTER COUNTY ROAD NO. 42 ON THE LEFT, TURN LEFT ON SUMTER
 AA7094'COUNTY ROAD NO. 42 AND DRIVE EAST FOR 4.90 MI (7.89 KM) TO THE STATION
 AA7094'ON THE RIGHT. THE STATION IS IN LINE WITH AND ACROSS SUMTER COUNTY
 AA7094'ROAD NO. 42 FROM JAMES RIVER TIMBER CORPORATION CCC ROAD, 6.3 FT (1.9
 AA7094'M) SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. SS, 47.2 FT (14.4
 AA7094'M) SOUTH OF THE CENTERLINE OF SUMTER COUNTY ROAD NO. 42, 48.5 FT (14.8
 AA7094'M) EAST OF A POWER POLE, 89.5 FT (27.3 M) SOUTH-SOUTHEAST OF A WHITE
 AA7094'CARSONITE WATER VALVE MARKER ACROSS THE ROAD, 89.5 FT (27.3 M)
 AA7094'SOUTH-SOUTHEAST OF A WHITE TWO-INCH PVC WATER VALVE MARKER ACROSS THE
 AA7094'ROAD, 98.2 FT (29.9 M) SOUTH-SOUTHWEST OF A CCC ROAD SIGN ACROSS THE
 AA7094'ROAD, 98.7 FT (30.1 M) SOUTH-SOUTHEAST OF A YELLOW CONCRETE WATER
 AA7094'VALVE MARKER ACROSS THE ROAD, 104.5 FT (31.9 M) SOUTH OF A STOP SIGN
 AA7094'ACROSS THE ROAD, 2.2 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST, AND
 AA7094'SET FLUSH WITH THE GROUND. STATION 60-16 1994 MAY BE USED AS AN
 AA7094'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7095 ***********************************************************************
 AA7095  DESIGNATION -  60 16
 AA7095  PID         -  AA7095
 AA7095  STATE/COUNTY-  AL/SUMTER
 AA7095  USGS QUAD   -  WHITFIELD (1971)
 AA7095
 AA7095                         *CURRENT SURVEY CONTROL
 AA7095  ___________________________________________________________________
 AA7095* NAD 83(1992)-  32 21 53.15274(N)    088 06 15.67911(W)     ADJUSTED  
 AA7095* NAVD 88     -        50.5    (meters)     166.     (feet)  VERTCON   
 AA7095  ___________________________________________________________________
 AA7095  X           -     178,380.715 (meters)                     COMP
 AA7095  Y           -  -5,389,582.069 (meters)                     COMP
 AA7095  Z           -   3,394,677.265 (meters)                     COMP
 AA7095  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AA7095  ELLIP HEIGHT-          22.05  (meters)          (07/29/02) GPS OBS
 AA7095  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AA7095
 AA7095  HORZ ORDER  -  FIRST
 AA7095  ELLP ORDER  -  FOURTH    CLASS I
 AA7095
 AA7095.The horizontal coordinates were established by GPS observations
 AA7095.and adjusted by the National Geodetic Survey in July 1995..
 AA7095
 AA7095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7095
 AA7095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7095
 AA7095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7095
 AA7095.The ellipsoidal height was determined by GPS observations
 AA7095.and is referenced to NAD 83.
 AA7095
 AA7095.The geoid height was determined by GEOID03.
 AA7095
 AA7095;                    North         East     Units Scale Factor Converg.
 AA7095;SPC AL W     -   262,330.891   543,123.148   MT  0.99997321   -0 19 24.7
 AA7095;UTM  16      - 3,581,404.322   396,100.050   MT  0.99973312   -0 35 28.4
 AA7095
 AA7095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7095!SPC AL W     -   0.99999654  x   0.99997321  =   0.99996975
 AA7095!UTM  16      -   0.99999654  x   0.99973312  =   0.99972966
 AA7095
 AA7095:                Primary Azimuth Mark                     Grid Az
 AA7095:SPC AL W     -  60 15                                    269 18 50.1
 AA7095:UTM  16      -  60 15                                    269 34 53.8
 AA7095
 AA7095|---------------------------------------------------------------------|
 AA7095| PID    Reference Object                     Distance      Geod. Az  |
 AA7095|                                                           dddmmss.s |
 AA7095| AA7094 60 15                               419.691 METERS 2685925.4 |
 AA7095|---------------------------------------------------------------------|
 AA7095
 AA7095                          SUPERSEDED SURVEY CONTROL
 AA7095
 AA7095  ELLIP H (07/21/95)   22.11   (m)                       GP(       ) 3 2
 AA7095  NGVD 29 (07/21/95)   50.5    (m)          166.     (f) GPS OBS        
 AA7095
 AA7095.Superseded values are not recommended for survey control.
 AA7095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7095.See file dsdata.txt to determine how the superseded data were derived.
 AA7095
 AA7095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9610081404(NAD 83)
 AA7095_MARKER: DD = SURVEY DISK
 AA7095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7095_STAMPING: 60-16 1994
 AA7095_MARK LOGO: ALHD  
 AA7095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7095+STABILITY: SURFACE MOTION
 AA7095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7095+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7095
 AA7095  HISTORY     - Date     Condition        Report By
 AA7095  HISTORY     - 1994     MONUMENTED       ALHD
 AA7095
 AA7095                          STATION DESCRIPTION
 AA7095
 AA7095'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7095'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7095'SUMTER COUNTY ROAD NO. 42, ABOUT 14.10 MI (22.69 KM) SOUTHEAST OF YORK
 AA7095'AND ABOUT 15.80 MI (25.43 KM) SOUTH-SOUTHEAST OF LIVINGSTON. TO REACH
 AA7095'THE STATION FROM THE JUNCTION OF U.S. 11 AND ALA 17 (MILE POST 141.85
 AA7095'ON ALA 17 AND MILE POST 7.90 ON U.S. 11) AT A TRAFFIC LIGHT IN YORK,
 AA7095'DRIVE SOUTHEAST ON ALA 17 FOR 3.75 MI (6.03 KM) TO MILE POST 138.10
 AA7095'AND THE U.S. 80 OVERPASS OVER ALA 17 (MILE POST 8.70 ON U.S. 80),
 AA7095'CONTINUE SOUTHEAST ON ALA 17 FOR 8.00 MI (12.87 KM) TO MILE POST
 AA7095'130.10 AND SUMTER COUNTY ROAD NO. 42 ON THE LEFT, TURN LEFT ON SUMTER
 AA7095'COUNTY ROAD NO. 42 AND DRIVE EAST FOR 5.20 MI (8.37 KM) TO THE STATION
 AA7095'ON THE RIGHT. THE STATION IS 44.0 FT (13.4 M) SOUTH OF THE CENTERLINE
 AA7095'OF SUMTER COUNTY ROAD NO. 42, 105.0 FT (32.0 M) WEST OF TELEPHONE
 AA7095'CABLE PEDESTAL NO. S 16 SE, 108.8 FT (33.2 M) WEST OF TELEPHONE CABLE
 AA7095'PEDESTAL NO. P 90, 108.8 FT (33.2 M) WEST OF A POWER AND CABLE POLE
 AA7095'WITH ONE GUY WIRE, 2.4 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST,
 AA7095'AND SET FLUSH WITH THE GROUND. STATION 60-15 1994 MAY BE USED AS AN
 AA7095'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7096 ***********************************************************************
 AA7096  DESIGNATION -  60 17
 AA7096  PID         -  AA7096
 AA7096  STATE/COUNTY-  AL/SUMTER
 AA7096  USGS QUAD   -  BELLAMY (1986)
 AA7096
 AA7096                         *CURRENT SURVEY CONTROL
 AA7096  ___________________________________________________________________
 AA7096* NAD 83(1992)-  32 26 53.84964(N)    088 13 57.42861(W)     ADJUSTED  
 AA7096* NAVD 88     -        65.3    (meters)     214.     (feet)  VERTCON   
 AA7096  ___________________________________________________________________
 AA7096  X           -     166,162.307 (meters)                     COMP
 AA7096  Y           -  -5,385,018.520 (meters)                     COMP
 AA7096  Z           -   3,402,505.272 (meters)                     COMP
 AA7096  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA7096  ELLIP HEIGHT-          36.68  (meters)          (07/29/02) GPS OBS
 AA7096  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 AA7096
 AA7096  HORZ ORDER  -  FIRST
 AA7096  ELLP ORDER  -  FOURTH    CLASS I
 AA7096
 AA7096.The horizontal coordinates were established by GPS observations
 AA7096.and adjusted by the National Geodetic Survey in July 1995..
 AA7096
 AA7096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7096
 AA7096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7096
 AA7096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7096
 AA7096.The ellipsoidal height was determined by GPS observations
 AA7096.and is referenced to NAD 83.
 AA7096
 AA7096.The geoid height was determined by GEOID03.
 AA7096
 AA7096;                    North         East     Units Scale Factor Converg.
 AA7096;SPC AL W     -   271,668.624   531,115.257   MT  0.99999183   -0 23 35.1
 AA7096;UTM  16      - 3,590,795.931   384,138.759   MT  0.99976553   -0 39 41.1
 AA7096
 AA7096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7096!SPC AL W     -   0.99999424  x   0.99999183  =   0.99998607
 AA7096!UTM  16      -   0.99999424  x   0.99976553  =   0.99975977
 AA7096
 AA7096                          SUPERSEDED SURVEY CONTROL
 AA7096
 AA7096  ELLIP H (07/21/95)   36.72   (m)                       GP(       ) 3 2
 AA7096  NGVD 29 (07/21/95)   65.3    (m)          214.     (f) GPS OBS        
 AA7096
 AA7096.Superseded values are not recommended for survey control.
 AA7096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7096.See file dsdata.txt to determine how the superseded data were derived.
 AA7096
 AA7096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8413990796(NAD 83)
 AA7096_MARKER: DD = SURVEY DISK
 AA7096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7096_STAMPING: 60-17 1994
 AA7096_MARK LOGO: ALHD  
 AA7096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7096+STABILITY: SURFACE MOTION
 AA7096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7096+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 AA7096
 AA7096  HISTORY     - Date     Condition        Report By
 AA7096  HISTORY     - 1994     MONUMENTED       ALHD
 AA7096  HISTORY     - 20041102 GOOD             ALHD
 AA7096
 AA7096                          STATION DESCRIPTION
 AA7096
 AA7096'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7096'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7096'U.S. 80, ABOUT 4.75 MI (7.64 KM) SOUTHEAST OF YORK AND ABOUT 9.75 MI
 AA7096'(15.69 KM) SOUTH-SOUTHWEST OF LIVINGSTON. TO REACH THE STATION FROM
 AA7096'THE JUNCTION OF U.S. 11 AND U.S. 80 (MILE POST 3.00 0N U.S. 80 AND
 AA7096'MILE POST 3.05 ON U.S. 11) AT A CAUTION LIGHT IN CUBA, DRIVE EAST ON
 AA7096'U.S. 80 FOR 7.80 MI (12.55 KM) TO MILE POST 10.80 AND THE STATION ON
 AA7096'THE RIGHT. THE STATION IS 31.0 FT (9.4 M) NORTHEAST OF A YELLOW ARROW
 AA7096'SIGN, 52.5 FT (16.0 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. 80,
 AA7096'76.5 FT (23.3 M) WEST-SOUTHWEST OF POWER AND CABLE POLE NO. 39, 170.3
 AA7096'FT (51.9 M) EAST-NORTHEAST OF A STOP SIGN, 197.0 FT (60.0 M)
 AA7096'EAST-NORTHEAST OF THE CENTER OF WALKER ROAD, 226.1 FT (68.9 M)
 AA7096'EAST-NORTHEAST OF A WALKER ROAD SIGN, 243.1 FT (74.1 M) EAST-NORTHEAST
 AA7096'OF TELEPHONE CABLE PEDESTAL NO. S 4 SE 3 E P 38 1/2, 2.1 FT (0.6 M)
 AA7096'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7096'STATION 60-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7096
 AA7096                          STATION RECOVERY (2004)
 AA7096
 AA7096'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7097 ***********************************************************************
 AA7097  DESIGNATION -  60 18
 AA7097  PID         -  AA7097
 AA7097  STATE/COUNTY-  AL/SUMTER
 AA7097  USGS QUAD   -  BELLAMY (1986)
 AA7097
 AA7097                         *CURRENT SURVEY CONTROL
 AA7097  ___________________________________________________________________
 AA7097* NAD 83(1992)-  32 27 01.87593(N)    088 13 33.36292(W)     ADJUSTED  
 AA7097* NAVD 88     -        60.9    (meters)     200.     (feet)  VERTCON   
 AA7097  ___________________________________________________________________
 AA7097  X           -     166,786.373 (meters)                     COMP
 AA7097  Y           -  -5,384,862.756 (meters)                     COMP
 AA7097  Z           -   3,402,711.531 (meters)                     COMP
 AA7097  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AA7097  ELLIP HEIGHT-          32.24  (meters)          (07/29/02) GPS OBS
 AA7097  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 AA7097
 AA7097  HORZ ORDER  -  FIRST
 AA7097  ELLP ORDER  -  FOURTH    CLASS I
 AA7097
 AA7097.The horizontal coordinates were established by GPS observations
 AA7097.and adjusted by the National Geodetic Survey in July 1995..
 AA7097
 AA7097.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7097
 AA7097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7097
 AA7097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7097
 AA7097.The ellipsoidal height was determined by GPS observations
 AA7097.and is referenced to NAD 83.
 AA7097
 AA7097.The geoid height was determined by GEOID03.
 AA7097
 AA7097;                    North         East     Units Scale Factor Converg.
 AA7097;SPC AL W     -   271,911.566   531,745.503   MT  0.99999076   -0 23 22.3
 AA7097;UTM  16      - 3,591,035.864   384,769.993   MT  0.99976373   -0 39 28.3
 AA7097
 AA7097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7097!SPC AL W     -   0.99999494  x   0.99999076  =   0.99998570
 AA7097!UTM  16      -   0.99999494  x   0.99976373  =   0.99975867
 AA7097
 AA7097                          SUPERSEDED SURVEY CONTROL
 AA7097
 AA7097  ELLIP H (07/21/95)   32.28   (m)                       GP(       ) 3 2
 AA7097  NGVD 29 (07/21/95)   60.8    (m)          199.     (f) GPS OBS        
 AA7097
 AA7097.Superseded values are not recommended for survey control.
 AA7097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7097.See file dsdata.txt to determine how the superseded data were derived.
 AA7097
 AA7097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8477091036(NAD 83)
 AA7097_MARKER: DD = SURVEY DISK
 AA7097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7097_STAMPING: 60-18 1994
 AA7097_MARK LOGO: ALHD  
 AA7097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7097+STABILITY: SURFACE MOTION
 AA7097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7097+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7097
 AA7097  HISTORY     - Date     Condition        Report By
 AA7097  HISTORY     - 1994     MONUMENTED       ALHD
 AA7097
 AA7097                          STATION DESCRIPTION
 AA7097
 AA7097'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7097'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7097'U.S. 80, ABOUT 5.00 MI (8.05 KM) SOUTHEAST OF YORK AND ABOUT 9.50 MI
 AA7097'(15.29 KM) SOUTH-SOUTHWEST OF LIVINGSTON. TO REACH THE STATION FROM
 AA7097'THE JUNCTION OF U.S. 11 AND U.S. 80 (MILE POST 3.00 0N U.S. 80 AND
 AA7097'MILE POST 3.05 ON U.S. 11) AT A CAUTION LIGHT IN CUBA, DRIVE EAST ON
 AA7097'U.S. 80 FOR 8.25 MI (13.28 KM) TO MILE POST 11.25 AND THE STATION ON
 AA7097'THE RIGHT. THE STATION IS 7.5 FT (2.3 M) NORTH-NORTHWEST OF AN EIGHT
 AA7097'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 26.3 FT (8.0 M)
 AA7097'WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. LP 44, 27.1 FT (8.3 M)
 AA7097'WEST-SOUTHWEST OF A BURIED CABLE WARNING SIGN, 53.0 FT (16.2 M)
 AA7097'SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. 80, 134.6 FT (41.0 M)
 AA7097'EAST-NORTHEAST OF JUNCTION TRANSFORMER POWER POLE NO. 44 1810708, 7.5
 AA7097'FT (2.3 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7097'THE GROUND. STATION 60-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7097'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7098 ***********************************************************************
 AA7098  DESIGNATION -  60 19
 AA7098  PID         -  AA7098
 AA7098  STATE/COUNTY-  AL/SUMTER
 AA7098  USGS QUAD   -  COATOPA (1986)
 AA7098
 AA7098                         *CURRENT SURVEY CONTROL
 AA7098  ___________________________________________________________________
 AA7098* NAD 83(1992)-  32 28 03.95910(N)    088 06 15.80168(W)     ADJUSTED  
 AA7098* NAVD 88     -        31.6    (meters)     104.     (feet)  VERTCON   
 AA7098  ___________________________________________________________________
 AA7098  X           -     178,174.432 (meters)                     COMP
 AA7098  Y           -  -5,383,446.217 (meters)                     COMP
 AA7098  Z           -   3,404,309.416 (meters)                     COMP
 AA7098  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 AA7098  ELLIP HEIGHT-           2.86  (meters)          (07/29/02) GPS OBS
 AA7098  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA7098
 AA7098  HORZ ORDER  -  FIRST
 AA7098  ELLP ORDER  -  FOURTH    CLASS I
 AA7098
 AA7098.The horizontal coordinates were established by GPS observations
 AA7098.and adjusted by the National Geodetic Survey in July 1995..
 AA7098
 AA7098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7098
 AA7098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7098
 AA7098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7098
 AA7098.The ellipsoidal height was determined by GPS observations
 AA7098.and is referenced to NAD 83.
 AA7098
 AA7098.The geoid height was determined by GEOID03.
 AA7098
 AA7098;                    North         East     Units Scale Factor Converg.
 AA7098;SPC AL W     -   273,752.710   543,184.534   MT  0.99997312   -0 19 28.1
 AA7098;UTM  16      - 3,592,822.985   396,214.848   MT  0.99973282   -0 35 34.5
 AA7098
 AA7098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7098!SPC AL W     -   0.99999955  x   0.99997312  =   0.99997267
 AA7098!UTM  16      -   0.99999955  x   0.99973282  =   0.99973237
 AA7098
 AA7098:                Primary Azimuth Mark                     Grid Az
 AA7098:SPC AL W     -  60 20                                    104 57 53.4
 AA7098:UTM  16      -  60 20                                    105 13 59.8
 AA7098
 AA7098|---------------------------------------------------------------------|
 AA7098| PID    Reference Object                     Distance      Geod. Az  |
 AA7098|                                                           dddmmss.s |
 AA7098| AA7099 60 20                               453.921 METERS 1043825.3 |
 AA7098|---------------------------------------------------------------------|
 AA7098
 AA7098                          SUPERSEDED SURVEY CONTROL
 AA7098
 AA7098  ELLIP H (07/21/95)    2.91   (m)                       GP(       ) 3 2
 AA7098  NGVD 29 (07/21/95)   31.6    (m)          104.     (f) GPS OBS        
 AA7098
 AA7098.Superseded values are not recommended for survey control.
 AA7098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7098.See file dsdata.txt to determine how the superseded data were derived.
 AA7098
 AA7098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9621592823(NAD 83)
 AA7098_MARKER: DD = SURVEY DISK
 AA7098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7098_STAMPING: 60-19 1994
 AA7098_MARK LOGO: ALHD  
 AA7098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7098+STABILITY: SURFACE MOTION
 AA7098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7098+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7098
 AA7098  HISTORY     - Date     Condition        Report By
 AA7098  HISTORY     - 1994     MONUMENTED       ALHD
 AA7098
 AA7098                          STATION DESCRIPTION
 AA7098
 AA7098'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7098'THE STATION IS LOCATED IN SUMTER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7098'SUMTER COUNTY ROAD NO. 21, ABOUT 9.30 MI (14.97 KM) SOUTHEAST OF
 AA7098'LIVINGSTON AND ABOUT 11.30 MI (18.19 KM) EAST-SOUTHEAST OF YORK. TO
 AA7098'REACH THE STATION FROM THE JUNCTION OF U.S. 11 AND U.S. 80 (MILE POST
 AA7098'3.00 0N U.S. 80 AND MILE POST 3.05 ON U.S. 11) AT A CAUTION LIGHT IN
 AA7098'CUBA, DRIVE EAST ON U.S. 80 FOR 15.70 MI (25.27 KM) TO MILE POST 18.70
 AA7098'AND SUMTER COUNTY ROAD NO. 21 ON THE LEFT, TURN LEFT ON SUMTER COUNTY
 AA7098'ROAD NO. 21 AND DRIVE NORTH FOR 0.15 MI (0.24 KM) TO THE STATION ON
 AA7098'THE RIGHT. THE STATION IS 2.0 FT (0.6 M) WEST-SOUTHWEST OF A THREE
 AA7098'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 41.0 FT (12.5 M)
 AA7098'EAST-NORTHEAST OF THE CENTERLINE OF SUMTER COUNTY ROAD NO. 21, 2.1 FT
 AA7098'(0.6 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7098'GROUND. STATION 60-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7099 ***********************************************************************
 AA7099  DESIGNATION -  60 20
 AA7099  PID         -  AA7099
 AA7099  STATE/COUNTY-  AL/SUMTER
 AA7099  USGS QUAD   -  COATOPA (1986)
 AA7099
 AA7099                         *CURRENT SURVEY CONTROL
 AA7099  ___________________________________________________________________
 AA7099* NAD 83(1992)-  32 28 00.23433(N)    088 05 58.98395(W)     ADJUSTED  
 AA7099* NAVD 88     -        31.0    (meters)     102.     (feet)  GPS OBS   
 AA7099  ___________________________________________________________________
 AA7099  X           -     178,615.398 (meters)                     COMP
 AA7099  Y           -  -5,383,492.802 (meters)                     COMP
 AA7099  Z           -   3,404,212.338 (meters)                     COMP
 AA7099  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AA7099  ELLIP HEIGHT-           2.35  (meters)          (08/29/05) GPS OBS
 AA7099  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA7099
 AA7099  HORZ ORDER  -  A
 AA7099  ELLP ORDER  -  FOURTH    CLASS I
 AA7099
 AA7099.The horizontal coordinates were established by GPS observations
 AA7099.and adjusted by the National Geodetic Survey in August 2005..
 AA7099
 AA7099.The orthometric height was determined by GPS observations and a
 AA7099.high-resolution geoid model.
 AA7099
 AA7099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7099
 AA7099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7099
 AA7099.The ellipsoidal height was determined by GPS observations
 AA7099.and is referenced to NAD 83.
 AA7099
 AA7099.The geoid height was determined by GEOID03.
 AA7099
 AA7099;                    North         East     Units Scale Factor Converg.
 AA7099;SPC AL W     -   273,635.499   543,623.048   MT  0.99997251   -0 19 19.0
 AA7099;UTM  16      - 3,592,703.750   396,652.702   MT  0.99973171   -0 35 25.4
 AA7099
 AA7099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7099!SPC AL W     -   0.99999963  x   0.99997251  =   0.99997214
 AA7099!UTM  16      -   0.99999963  x   0.99973171  =   0.99973134
 AA7099
 AA7099:                Primary Azimuth Mark                     Grid Az
 AA7099:SPC AL W     -  60 19                                    284 57 53.3
 AA7099:UTM  16      -  60 19                                    285 13 59.7
 AA7099
 AA7099|---------------------------------------------------------------------|
 AA7099| PID    Reference Object                     Distance      Geod. Az  |
 AA7099|                                                           dddmmss.s |
 AA7099| AA7098 60 19                               453.921 METERS 2843834.3 |
 AA7099|---------------------------------------------------------------------|
 AA7099
 AA7099                          SUPERSEDED SURVEY CONTROL
 AA7099
 AA7099  ELLIP H (07/29/02)    2.23   (m)                       GP(       ) 4 1
 AA7099  NAD 83(1992)-  32 28 00.23602(N)    088 05 58.98117(W) AD(       ) 1
 AA7099  ELLIP H (07/21/95)    2.28   (m)                       GP(       ) 3 2
 AA7099  NGVD 29 (07/21/95)   30.9    (m)          101.     (f) GPS OBS        
 AA7099
 AA7099.Superseded values are not recommended for survey control.
 AA7099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7099.See file dsdata.txt to determine how the superseded data were derived.
 AA7099
 AA7099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9665392704(NAD 83)
 AA7099_MARKER: DD = SURVEY DISK
 AA7099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7099_STAMPING: 60-20 1994
 AA7099_MARK LOGO: ALHD  
 AA7099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7099+STABILITY: SURFACE MOTION
 AA7099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7099+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 AA7099
 AA7099  HISTORY     - Date     Condition        Report By
 AA7099  HISTORY     - 1994     MONUMENTED       ALHD
 AA7099  HISTORY     - 20010615 GOOD             ALHD
 AA7099  HISTORY     - 20040412 GOOD             ALHD
 AA7099  HISTORY     - 20040622 GOOD             MAPTEC
 AA7099  HISTORY     - 20050718 GOOD             ALDOT
 AA7099
 AA7099                          STATION DESCRIPTION
 AA7099
 AA7099'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7099'THE STATION IS LOCATED IN SUMTER COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7099'U.S. 80, ABOUT 9.50 MI (15.29 KM) SOUTHEAST OF LIVINGSTON AND ABOUT
 AA7099'11.55 MI (18.59 KM) EAST-SOUTHEAST OF YORK. TO REACH THE STATION FROM
 AA7099'THE JUNCTION OF U.S. 11 AND U.S. 80 (MILE POST 3.00 0N U.S. 80 AND
 AA7099'MILE POST 3.05 ON U.S. 11) AT A CAUTION LIGHT IN CUBA, DRIVE EAST ON
 AA7099'U.S. 80 FOR 15.95 MI (25.67 KM) TO MILE POST 18.95 AND THE STATION ON
 AA7099'THE LEFT. THE STATION IS 2.9 FT (0.9 M) SOUTH-SOUTHEAST OF A MOSTLY
 AA7099'DOWN THREE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 56.6 FT (17.3
 AA7099'M) NORTH-NORTHWEST OF THE CENTERLINE OF U.S. 80, 162.8 FT (49.6 M)
 AA7099'WEST OF A FOLDING WATCH FOR ICE ON BRIDGE SIGN ACROSS THE ROAD, 3.1 FT
 AA7099'(0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7099'GROUND. STATION 60-19 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7099
 AA7099                          STATION RECOVERY (2001)
 AA7099
 AA7099'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7099'RECOVERED IN GOOD CONDITION.
 AA7099
 AA7099                          STATION RECOVERY (2004)
 AA7099
 AA7099'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA7099'RECOVERED IN GOOD CONDITION.
 AA7099
 AA7099                          STATION RECOVERY (2004)
 AA7099
 AA7099'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (HB)
 AA7099'RECOVERED AS DESCRIBED.
 AA7099
 AA7099                          STATION RECOVERY (2005)
 AA7099
 AA7099'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7099'NEW POWER POLE ADDED, MARK IS 77.0 FEET EAST-NORTHEAST OF A POWER POLE
 AA7099' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7100 ***********************************************************************
 AA7100  DESIGNATION -  60 21
 AA7100  PID         -  AA7100
 AA7100  STATE/COUNTY-  AL/SUMTER
 AA7100  USGS QUAD   -  MC DOWELL (1985)
 AA7100
 AA7100                         *CURRENT SURVEY CONTROL
 AA7100  ___________________________________________________________________
 AA7100* NAD 83(1992)-  32 32 45.59145(N)    087 55 33.87687(W)     ADJUSTED  
 AA7100* NAVD 88     -        35.7    (meters)     117.     (feet)  VERTCON   
 AA7100  ___________________________________________________________________
 AA7100  X           -     194,758.975 (meters)                     COMP
 AA7100  Y           -  -5,378,209.749 (meters)                     COMP
 AA7100  Z           -   3,411,627.799 (meters)                     COMP
 AA7100  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 AA7100  ELLIP HEIGHT-           6.75  (meters)          (07/29/02) GPS OBS
 AA7100  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA7100
 AA7100  HORZ ORDER  -  FIRST
 AA7100  ELLP ORDER  -  FOURTH    CLASS I
 AA7100
 AA7100.The horizontal coordinates were established by GPS observations
 AA7100.and adjusted by the National Geodetic Survey in July 1995..
 AA7100
 AA7100.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7100
 AA7100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7100
 AA7100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7100
 AA7100.The ellipsoidal height was determined by GPS observations
 AA7100.and is referenced to NAD 83.
 AA7100
 AA7100.The geoid height was determined by GEOID03.
 AA7100
 AA7100;                    North         East     Units Scale Factor Converg.
 AA7100;SPC AL W     -   282,346.819   559,981.578   MT  0.99995307   -0 13 45.2
 AA7100;UTM  16      - 3,601,336.086   413,047.806   MT  0.99969323   -0 29 53.7
 AA7100
 AA7100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7100!SPC AL W     -   0.99999894  x   0.99995307  =   0.99995201
 AA7100!UTM  16      -   0.99999894  x   0.99969323  =   0.99969217
 AA7100
 AA7100:                Primary Azimuth Mark                     Grid Az
 AA7100:SPC AL W     -  60 22                                    002 42 27.7
 AA7100:UTM  16      -  60 22                                    002 58 36.2
 AA7100
 AA7100|---------------------------------------------------------------------|
 AA7100| PID    Reference Object                     Distance      Geod. Az  |
 AA7100|                                                           dddmmss.s |
 AA7100| AA7101 60 22                               495.983 METERS 0022842.5 |
 AA7100|---------------------------------------------------------------------|
 AA7100
 AA7100                          SUPERSEDED SURVEY CONTROL
 AA7100
 AA7100  ELLIP H (07/21/95)    6.80   (m)                       GP(       ) 3 2
 AA7100  NGVD 29 (07/21/95)   35.7    (m)          117.     (f) GPS OBS        
 AA7100
 AA7100.Superseded values are not recommended for survey control.
 AA7100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7100.See file dsdata.txt to determine how the superseded data were derived.
 AA7100
 AA7100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1304801336(NAD 83)
 AA7100_MARKER: DD = SURVEY DISK
 AA7100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7100_STAMPING: 60-21 1994
 AA7100_MARK LOGO: ALHD  
 AA7100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7100+STABILITY: SURFACE MOTION
 AA7100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7100+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7100
 AA7100  HISTORY     - Date     Condition        Report By
 AA7100  HISTORY     - 1994     MONUMENTED       ALHD
 AA7100
 AA7100                          STATION DESCRIPTION
 AA7100
 AA7100'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7100'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT 0F WAY OF A
 AA7100'PAVED COUNTY ROAD, ABOUT 15.00 MI (24.14 KM) SOUTHEAST OF EPES AND
 AA7100'ABOUT 15.30 MI (24.62 KM) EAST-SOUTHEAST OF LIVINGSTON. TO REACH THE
 AA7100'STATION FROM THE JUNCTION OF U.S. 11 SOUTH AND ALA 28 EAST (MILE POST
 AA7100'9.70 ON ALA 28 AND MILE POST 17.65 ON U.S. 11) AT A TRAFFIC LIGHT IN
 AA7100'LIVINGSTON, DRIVE SOUTHEAST ON ALA 28 FOR 10.25 MI (16.50 KM) TO MILE
 AA7100'POST 19.95 AND SUMTER COUNTY ROAD NO. 23 ON THE LEFT, TURN LEFT ON
 AA7100'SUMTER COUNTY ROAD NO. 23 AND DRIVE NORTHEAST FOR 11.00 MI (17.70 KM)
 AA7100'TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT, TURN
 AA7100'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST AND SOUTH FOR 1.95 MI
 AA7100'(3.14 KM) TO A HIGH VOLTAGE POWER LINE CROSSING AND THE STATION ON THE
 AA7100'RIGHT. THE STATION IS LOCATED UNDER A HIGH VOLTAGE POWER LINE, 2.9 FT
 AA7100'(0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE ON OLD WOOD POSTS,
 AA7100'36.5 FT (11.1 M) WEST OF THE CENTERLINE OF THE PAVED COUNTY ROAD,
 AA7100'125.5 FT (38.3 M) SOUTH OF THE SOUTH END OF THE WEST HEADWALL OF A
 AA7100'FORTY EIGHT-INCH CONCRETE PIPE UNDER THE PAVED COUNTY ROAD, 165.0 FT
 AA7100'(50.3 M) SOUTHWEST OF JUNCTION POWER POLE NO. 10196516 ACROSS THE
 AA7100'ROAD, 3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7100'WITH THE GROUND. STATION 60-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7100'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7101 ***********************************************************************
 AA7101  DESIGNATION -  60 22
 AA7101  PID         -  AA7101
 AA7101  STATE/COUNTY-  AL/SUMTER
 AA7101  USGS QUAD   -  MC DOWELL (1985)
 AA7101
 AA7101                         *CURRENT SURVEY CONTROL
 AA7101  ___________________________________________________________________
 AA7101* NAD 83(1992)-  32 33 01.67734(N)    087 55 33.05478(W)     ADJUSTED  
 AA7101* NAVD 88     -        40.0    (meters)     131.     (feet)  VERTCON   
 AA7101  ___________________________________________________________________
 AA7101  X           -     194,770.891 (meters)                     COMP
 AA7101  Y           -  -5,377,946.133 (meters)                     COMP
 AA7101  Z           -   3,412,047.779 (meters)                     COMP
 AA7101  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AA7101  ELLIP HEIGHT-          11.00  (meters)          (07/29/02) GPS OBS
 AA7101  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA7101
 AA7101  HORZ ORDER  -  FIRST
 AA7101  ELLP ORDER  -  FOURTH    CLASS I
 AA7101
 AA7101.The horizontal coordinates were established by GPS observations
 AA7101.and adjusted by the National Geodetic Survey in July 1995..
 AA7101
 AA7101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7101
 AA7101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7101
 AA7101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7101
 AA7101.The ellipsoidal height was determined by GPS observations
 AA7101.and is referenced to NAD 83.
 AA7101
 AA7101.The geoid height was determined by GEOID03.
 AA7101
 AA7101;                    North         East     Units Scale Factor Converg.
 AA7101;SPC AL W     -   282,842.225   560,005.008   MT  0.99995305   -0 13 44.9
 AA7101;UTM  16      - 3,601,831.248   413,073.555   MT  0.99969317   -0 29 53.4
 AA7101
 AA7101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7101!SPC AL W     -   0.99999827  x   0.99995305  =   0.99995132
 AA7101!UTM  16      -   0.99999827  x   0.99969317  =   0.99969144
 AA7101
 AA7101:                Primary Azimuth Mark                     Grid Az
 AA7101:SPC AL W     -  60 21                                    182 42 27.9
 AA7101:UTM  16      -  60 21                                    182 58 36.4
 AA7101
 AA7101|---------------------------------------------------------------------|
 AA7101| PID    Reference Object                     Distance      Geod. Az  |
 AA7101|                                                           dddmmss.s |
 AA7101| AA7100 60 21                               495.983 METERS 1822843.0 |
 AA7101|---------------------------------------------------------------------|
 AA7101
 AA7101                          SUPERSEDED SURVEY CONTROL
 AA7101
 AA7101  ELLIP H (07/21/95)   11.06   (m)                       GP(       ) 3 2
 AA7101  NGVD 29 (07/21/95)   40.0    (m)          131.     (f) GPS OBS        
 AA7101
 AA7101.Superseded values are not recommended for survey control.
 AA7101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7101.See file dsdata.txt to determine how the superseded data were derived.
 AA7101
 AA7101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1307401831(NAD 83)
 AA7101_MARKER: DD = SURVEY DISK
 AA7101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7101_STAMPING: 60-22 1994
 AA7101_MARK LOGO: ALHD  
 AA7101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7101+STABILITY: SURFACE MOTION
 AA7101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7101+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7101
 AA7101  HISTORY     - Date     Condition        Report By
 AA7101  HISTORY     - 1994     MONUMENTED       ALHD
 AA7101
 AA7101                          STATION DESCRIPTION
 AA7101
 AA7101'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7101'THE STATION IS LOCATED IN SUMTER COUNTY ON THE EAST RIGHT 0F WAY OF A
 AA7101'PAVED COUNTY ROAD, ABOUT 14.90 MI (23.98 KM) SOUTHEAST OF EPES AND
 AA7101'ABOUT 15.25 MI (24.54 KM) EAST-SOUTHEAST OF LIVINGSTON. TO REACH THE
 AA7101'STATION FROM THE JUNCTION OF U.S. 11 SOUTH AND ALA 28 EAST (MILE POST
 AA7101'9.70 ON ALA 28 AND MILE POST 17.65 ON U.S. 11) AT A TRAFFIC LIGHT IN
 AA7101'LIVINGSTON, DRIVE SOUTHEAST ON ALA 28 FOR 10.25 MI (16.50 KM) TO MILE
 AA7101'POST 19.95 AND SUMTER COUNTY ROAD NO. 23 ON THE LEFT, TURN LEFT ON
 AA7101'SUMTER COUNTY ROAD NO. 23 AND DRIVE NORTHEAST FOR 11.00 MI (17.70 KM)
 AA7101'TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT, TURN
 AA7101'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST AND SOUTH FOR 1.60 MI
 AA7101'(2.57 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.8 FT (0.9 M)
 AA7101'WEST OF A THREE STRAND BARBED WIRE FENCE ON TREES AND OLD WOOD POSTS,
 AA7101'22.0 FT (6.7 M) SOUTH OF THE CENTER OF A FIELD ROAD, 39.5 FT (12.0 M)
 AA7101'EAST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 2.9 FT (0.9 M) WEST
 AA7101'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA7101'60-21 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7102 ***********************************************************************
 AA7102  DESIGNATION -  60 23
 AA7102  PID         -  AA7102
 AA7102  STATE/COUNTY-  AL/SUMTER
 AA7102  USGS QUAD   -  BREWERSVILLE (1986)
 AA7102
 AA7102                         *CURRENT SURVEY CONTROL
 AA7102  ___________________________________________________________________
 AA7102* NAD 83(1992)-  32 31 37.97833(N)    088 05 02.55669(W)     ADJUSTED  
 AA7102* NAVD 88     -        59.5    (meters)     195.     (feet)  VERTCON   
 AA7102  ___________________________________________________________________
 AA7102  X           -     179,968.453 (meters)                     COMP
 AA7102  Y           -  -5,379,865.967 (meters)                     COMP
 AA7102  Z           -   3,409,884.747 (meters)                     COMP
 AA7102  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 AA7102  ELLIP HEIGHT-          30.63  (meters)          (07/29/02) GPS OBS
 AA7102  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AA7102
 AA7102  HORZ ORDER  -  FIRST
 AA7102  ELLP ORDER  -  FOURTH    CLASS I
 AA7102
 AA7102.The horizontal coordinates were established by GPS observations
 AA7102.and adjusted by the National Geodetic Survey in July 1995..
 AA7102
 AA7102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7102
 AA7102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7102
 AA7102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7102
 AA7102.The ellipsoidal height was determined by GPS observations
 AA7102.and is referenced to NAD 83.
 AA7102
 AA7102.The geoid height was determined by GEOID03.
 AA7102
 AA7102;                    North         East     Units Scale Factor Converg.
 AA7102;SPC AL W     -   280,334.485   545,133.272   MT  0.99997044   -0 18 50.6
 AA7102;UTM  16      - 3,599,393.962   398,193.950   MT  0.99972780   -0 34 58.6
 AA7102
 AA7102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7102!SPC AL W     -   0.99999519  x   0.99997044  =   0.99996563
 AA7102!UTM  16      -   0.99999519  x   0.99972780  =   0.99972299
 AA7102
 AA7102                          SUPERSEDED SURVEY CONTROL
 AA7102
 AA7102  ELLIP H (07/21/95)   30.68   (m)                       GP(       ) 3 2
 AA7102  NGVD 29 (07/21/95)   59.4    (m)          195.     (f) GPS OBS        
 AA7102
 AA7102.Superseded values are not recommended for survey control.
 AA7102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7102.See file dsdata.txt to determine how the superseded data were derived.
 AA7102
 AA7102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9819499394(NAD 83)
 AA7102_MARKER: DD = SURVEY DISK
 AA7102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7102_STAMPING: 60-23 1994
 AA7102_MARK LOGO: ALHD  
 AA7102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7102+STABILITY: SURFACE MOTION
 AA7102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7102+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2001
 AA7102
 AA7102  HISTORY     - Date     Condition        Report By
 AA7102  HISTORY     - 1994     MONUMENTED       ALHD
 AA7102  HISTORY     - 20010615 GOOD             ALHD
 AA7102
 AA7102                          STATION DESCRIPTION
 AA7102
 AA7102'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7102'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTH RIGHT 0F WAY OF A
 AA7102'PAVED COUNTY ROAD, ABOUT 7.10 MI (11.43 KM) SOUTHEAST OF LIVINGSTON
 AA7102'AND ABOUT 11.35 MI (18.27 KM) SOUTH-SOUTHEAST OF EPES. TO REACH THE
 AA7102'STATION FROM THE JUNCTION OF U.S. 11 SOUTH AND ALA 28 EAST (MILE POST
 AA7102'9.70 ON ALA 28 AND MILE POST 17.65 ON U.S. 11) AT A TRAFFIC LIGHT IN
 AA7102'LIVINGSTON, DRIVE SOUTHEAST ON ALA 28 FOR 6.60 MI (10.62 KM) TO MILE
 AA7102'POST 16.30 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED
 AA7102'COUNTY ROAD AND DRIVE EAST FOR 1.05 MI (1.69 KM) TO THE STATION ON THE
 AA7102'RIGHT. THE STATION IS 1.5 FT (0.5 M) NORTH OF A FOUR STRAND BARBED
 AA7102'WIRE FENCE ON WOOD POSTS, 39.5 FT (12.0 M) SOUTH OF THE CENTER OF THE
 AA7102'PAVED COUNTY ROAD, 80.3 FT (24.5 M) SOUTH-SOUTHEAST OF A FENCE CORNER
 AA7102'ACROSS THE ROAD, 96.0 FT (29.3 M) EAST OF A POWER POLE, 1.8 FT (0.5 M)
 AA7102'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7102'STATION 60-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7102
 AA7102                          STATION RECOVERY (2001)
 AA7102
 AA7102'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7103 ***********************************************************************
 AA7103  DESIGNATION -  60 24
 AA7103  PID         -  AA7103
 AA7103  STATE/COUNTY-  AL/SUMTER
 AA7103  USGS QUAD   -  BREWERSVILLE (1986)
 AA7103
 AA7103                         *CURRENT SURVEY CONTROL
 AA7103  ___________________________________________________________________
 AA7103* NAD 83(1992)-  32 31 38.35593(N)    088 04 22.79421(W)     ADJUSTED  
 AA7103* NAVD 88     -        66.6    (meters)     219.     (feet)  VERTCON   
 AA7103  ___________________________________________________________________
 AA7103  X           -     181,005.541 (meters)                     COMP
 AA7103  Y           -  -5,379,830.973 (meters)                     COMP
 AA7103  Z           -   3,409,898.414 (meters)                     COMP
 AA7103  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 AA7103  ELLIP HEIGHT-          37.81  (meters)          (07/29/02) GPS OBS
 AA7103  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AA7103
 AA7103  HORZ ORDER  -  FIRST
 AA7103  ELLP ORDER  -  FOURTH    CLASS I
 AA7103
 AA7103.The horizontal coordinates were established by GPS observations
 AA7103.and adjusted by the National Geodetic Survey in July 1995..
 AA7103
 AA7103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7103
 AA7103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7103
 AA7103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7103
 AA7103.The ellipsoidal height was determined by GPS observations
 AA7103.and is referenced to NAD 83.
 AA7103
 AA7103.The geoid height was determined by GEOID03.
 AA7103
 AA7103;                    North         East     Units Scale Factor Converg.
 AA7103;SPC AL W     -   280,340.482   546,170.961   MT  0.99996905   -0 18 29.2
 AA7103;UTM  16      - 3,599,395.089   399,231.404   MT  0.99972521   -0 34 37.2
 AA7103
 AA7103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7103!SPC AL W     -   0.99999406  x   0.99996905  =   0.99996311
 AA7103!UTM  16      -   0.99999406  x   0.99972521  =   0.99971928
 AA7103
 AA7103                          SUPERSEDED SURVEY CONTROL
 AA7103
 AA7103  ELLIP H (07/21/95)   37.86   (m)                       GP(       ) 3 2
 AA7103  NGVD 29 (07/21/95)   66.6    (m)          219.     (f) GPS OBS        
 AA7103
 AA7103.Superseded values are not recommended for survey control.
 AA7103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7103.See file dsdata.txt to determine how the superseded data were derived.
 AA7103
 AA7103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9923199395(NAD 83)
 AA7103_MARKER: DD = SURVEY DISK
 AA7103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7103_STAMPING: 60-24 1994
 AA7103_MARK LOGO: ALHD  
 AA7103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7103+STABILITY: SURFACE MOTION
 AA7103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7103+SATELLITE: SATELLITE OBSERVATIONS - June 15, 2001
 AA7103
 AA7103  HISTORY     - Date     Condition        Report By
 AA7103  HISTORY     - 1994     MONUMENTED       ALHD
 AA7103  HISTORY     - 20010615 GOOD             ALHD
 AA7103
 AA7103                          STATION DESCRIPTION
 AA7103
 AA7103'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7103'THE STATION IS LOCATED IN SUMTER COUNTY ON THE NORTH RIGHT 0F WAY OF A
 AA7103'PAVED COUNTY ROAD, ABOUT 7.65 MI (12.31 KM) SOUTHEAST OF LIVINGSTON
 AA7103'AND ABOUT 11.40 MI (18.35 KM) SOUTH-SOUTHEAST OF EPES. TO REACH THE
 AA7103'STATION FROM THE JUNCTION OF U.S. 11 SOUTH AND ALA 28 EAST (MILE POST
 AA7103'9.70 ON ALA 28 AND MILE POST 17.65 ON U.S. 11) AT A TRAFFIC LIGHT IN
 AA7103'LIVINGSTON, DRIVE SOUTHEAST ON ALA 28 FOR 6.60 MI (10.62 KM) TO MILE
 AA7103'POST 16.30 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED
 AA7103'COUNTY ROAD AND DRIVE EAST FOR 1.75 MI (2.82 KM) TO THE STATION ON THE
 AA7103'LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A WHITE THREE BOARD
 AA7103'FENCE, 11.2 FT (3.4 M) EAST OF THE EAST POST OF A BOARD GATE, 38.8 FT
 AA7103'(11.8 M) NORTH OF THE CENTER OF THE PAVED COUNTY ROAD, 103.6 FT (31.6
 AA7103'M) WEST OF A POWER SERVICE POLE, 112.8 FT (34.4 M) WEST OF THE WEST
 AA7103'POST OF A DOUBLE CHAIN LINK GATE, 121.5 FT (37.0 M) EAST OF THE
 AA7103'SOUTHWEST CORNER OF THE FENCE, 121.5 FT (37.0 M) EAST OF TELEPHONE
 AA7103'CABLE PEDESTAL NO. SS, 143.0 FT (43.6 M) EAST OF THE CENTER OF ZION
 AA7103'HILL CIRCLE, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA7103'FLUSH WITH THE GROUND. STATION 60-23 1994 MAY BE USED AS AN AZIMUTH
 AA7103'FOR THIS STATION.
 AA7103
 AA7103                          STATION RECOVERY (2001)
 AA7103
 AA7103'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 AA7103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7104 ***********************************************************************
 AA7104  DESIGNATION -  60 25
 AA7104  PID         -  AA7104
 AA7104  STATE/COUNTY-  AL/SUMTER
 AA7104  USGS QUAD   -  LIVINGSTON (1986)
 AA7104
 AA7104                         *CURRENT SURVEY CONTROL
 AA7104  ___________________________________________________________________
 AA7104* NAD 83(1992)-  32 33 05.19773(N)    088 13 45.29043(W)     ADJUSTED  
 AA7104* NAVD 88     -        56.4    (meters)     185.     (feet)  VERTCON   
 AA7104  ___________________________________________________________________
 AA7104  X           -     166,289.042 (meters)                     COMP
 AA7104  Y           -  -5,378,857.749 (meters)                     COMP
 AA7104  Z           -   3,412,148.109 (meters)                     COMP
 AA7104  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA7104  ELLIP HEIGHT-          27.58  (meters)          (07/29/02) GPS OBS
 AA7104  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA7104
 AA7104  HORZ ORDER  -  FIRST
 AA7104  ELLP ORDER  -  FOURTH    CLASS I
 AA7104
 AA7104.The horizontal coordinates were established by GPS observations
 AA7104.and adjusted by the National Geodetic Survey in July 1995..
 AA7104
 AA7104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7104
 AA7104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7104
 AA7104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7104
 AA7104.The ellipsoidal height was determined by GPS observations
 AA7104.and is referenced to NAD 83.
 AA7104
 AA7104.The geoid height was determined by GEOID03.
 AA7104
 AA7104;                    North         East     Units Scale Factor Converg.
 AA7104;SPC AL W     -   283,105.216   531,510.520   MT  0.99999116   -0 23 32.6
 AA7104;UTM  16      - 3,602,227.952   384,587.552   MT  0.99976425   -0 39 41.3
 AA7104
 AA7104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7104!SPC AL W     -   0.99999567  x   0.99999116  =   0.99998683
 AA7104!UTM  16      -   0.99999567  x   0.99976425  =   0.99975992
 AA7104
 AA7104:                Primary Azimuth Mark                     Grid Az
 AA7104:SPC AL W     -  60 26                                    042 24 20.6
 AA7104:UTM  16      -  60 26                                    042 40 29.3
 AA7104
 AA7104|---------------------------------------------------------------------|
 AA7104| PID    Reference Object                     Distance      Geod. Az  |
 AA7104|                                                           dddmmss.s |
 AA7104| AA7105 60 26                               471.932 METERS 0420048.0 |
 AA7104|---------------------------------------------------------------------|
 AA7104
 AA7104                          SUPERSEDED SURVEY CONTROL
 AA7104
 AA7104  ELLIP H (07/21/95)   27.62   (m)                       GP(       ) 3 2
 AA7104  NGVD 29 (07/21/95)   56.4    (m)          185.     (f) GPS OBS        
 AA7104
 AA7104.Superseded values are not recommended for survey control.
 AA7104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7104.See file dsdata.txt to determine how the superseded data were derived.
 AA7104
 AA7104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8458802228(NAD 83)
 AA7104_MARKER: DD = SURVEY DISK
 AA7104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7104_STAMPING: 60-25 1994
 AA7104_MARK LOGO: ALHD  
 AA7104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7104+STABILITY: SURFACE MOTION
 AA7104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7104+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7104
 AA7104  HISTORY     - Date     Condition        Report By
 AA7104  HISTORY     - 1994     MONUMENTED       ALHD
 AA7104
 AA7104                          STATION DESCRIPTION
 AA7104
 AA7104'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7104'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA7104'OF U.S. 11, ABOUT 3.30 MI (5.31 KM) SOUTHWEST OF LIVINGSTON AND ABOUT
 AA7104'5.90 MI (9.49 KM) NORTHEAST OF YORK. TO REACH THE STATION FROM THE
 AA7104'JUNCTION OF U.S 11 SOUTH AND ALA 28 EAST (MILE POST 17.65 ON U.S. 11
 AA7104'AND MILE POST 9.70 ON ALA 28) AT A TRAFFIC LIGHT IN LIVINGSTON, DRIVE
 AA7104'SOUTHWEST ON U.S. 11 FOR 3.45 MI (5.55 KM) TO MILE POST 14.20 AND THE
 AA7104'STATION ON THE LEFT. THE STATION IS 63.0 FT (19.2 M) SOUTHEAST OF THE
 AA7104'CENTERLINE OF U.S. 11, 131.3 FT (40.0 M) NORTH-NORTHEAST OF HIGH
 AA7104'VOLTAGE POWER LINE POLE NO. 269, 167.8 FT (51.1 M) SOUTH OF CABLE POLE
 AA7104'NO. 54 ACROSS THE ROAD, 2.3 FT (0.7 M) NORTHWEST OF A CARSONITE
 AA7104'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 60-26 1994 MAY BE
 AA7104'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7105 ***********************************************************************
 AA7105  DESIGNATION -  60 26
 AA7105  PID         -  AA7105
 AA7105  STATE/COUNTY-  AL/SUMTER
 AA7105  USGS QUAD   -  LIVINGSTON (1986)
 AA7105
 AA7105                         *CURRENT SURVEY CONTROL
 AA7105  ___________________________________________________________________
 AA7105* NAD 83(1992)-  32 33 16.58031(N)    088 13 33.18312(W)     ADJUSTED  
 AA7105* NAVD 88     -        53.7    (meters)     176.     (feet)  VERTCON   
 AA7105  ___________________________________________________________________
 AA7105  X           -     166,598.859 (meters)                     COMP
 AA7105  Y           -  -5,378,657.166 (meters)                     COMP
 AA7105  Z           -   3,412,442.233 (meters)                     COMP
 AA7105  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA7105  ELLIP HEIGHT-          24.93  (meters)          (07/29/02) GPS OBS
 AA7105  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AA7105
 AA7105  HORZ ORDER  -  FIRST
 AA7105  ELLP ORDER  -  FOURTH    CLASS I
 AA7105
 AA7105.The horizontal coordinates were established by GPS observations
 AA7105.and adjusted by the National Geodetic Survey in July 1995..
 AA7105
 AA7105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7105
 AA7105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7105
 AA7105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7105
 AA7105.The ellipsoidal height was determined by GPS observations
 AA7105.and is referenced to NAD 83.
 AA7105
 AA7105.The geoid height was determined by GEOID03.
 AA7105
 AA7105;                    North         East     Units Scale Factor Converg.
 AA7105;SPC AL W     -   283,453.682   531,828.777   MT  0.99999062   -0 23 26.2
 AA7105;UTM  16      - 3,602,574.841   384,907.369   MT  0.99976334   -0 39 35.0
 AA7105
 AA7105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7105!SPC AL W     -   0.99999609  x   0.99999062  =   0.99998671
 AA7105!UTM  16      -   0.99999609  x   0.99976334  =   0.99975943
 AA7105
 AA7105:                Primary Azimuth Mark                     Grid Az
 AA7105:SPC AL W     -  60 25                                    222 24 20.7
 AA7105:UTM  16      -  60 25                                    222 40 29.5
 AA7105
 AA7105|---------------------------------------------------------------------|
 AA7105| PID    Reference Object                     Distance      Geod. Az  |
 AA7105|                                                           dddmmss.s |
 AA7105| AA7104 60 25                               471.932 METERS 2220054.5 |
 AA7105|---------------------------------------------------------------------|
 AA7105
 AA7105                          SUPERSEDED SURVEY CONTROL
 AA7105
 AA7105  ELLIP H (07/21/95)   24.98   (m)                       GP(       ) 3 2
 AA7105  NGVD 29 (07/21/95)   53.7    (m)          176.     (f) GPS OBS        
 AA7105
 AA7105.Superseded values are not recommended for survey control.
 AA7105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7105.See file dsdata.txt to determine how the superseded data were derived.
 AA7105
 AA7105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8490702575(NAD 83)
 AA7105_MARKER: DD = SURVEY DISK
 AA7105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7105_STAMPING: 60-26 1994
 AA7105_MARK LOGO: ALHD  
 AA7105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7105+STABILITY: SURFACE MOTION
 AA7105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7105+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7105
 AA7105  HISTORY     - Date     Condition        Report By
 AA7105  HISTORY     - 1994     MONUMENTED       ALHD
 AA7105
 AA7105                          STATION DESCRIPTION
 AA7105
 AA7105'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7105'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA7105'OF U.S. 11, ABOUT 3.00 MI (4.83 KM) SOUTHWEST OF LIVINGSTON AND ABOUT
 AA7105'6.20 MI (9.98 KM) NORTHEAST OF YORK. TO REACH THE STATION FROM THE
 AA7105'JUNCTION OF U.S 11 SOUTH AND ALA 28 EAST (MILE POST 17.65 ON U.S. 11
 AA7105'AND MILE POST 9.70 ON ALA 28) AT A TRAFFIC LIGHT IN LIVINGSTON, DRIVE
 AA7105'SOUTHWEST ON U.S. 11 FOR 3.15 MI (5.07 KM) TO MILE POST 14.50 AND THE
 AA7105'STATION ON THE LEFT. THE STATION IS LOCATED IN FRONT OF AMERICAN
 AA7105'LEGION WM POLK SPRATT POST NO. 29, 61.2 FT (18.7 M) SOUTHEAST OF THE
 AA7105'CENTERLINE OF U.S. 11, 83.2 FT (25.4 M) NORTH-NORTHEAST OF HIGH
 AA7105'VOLTAGE POWER LINE POLE NO. 273, 112.9 FT (34.4 M) SOUTH-SOUTHEAST OF
 AA7105'CABLE POLE NO. 48 ACROSS THE ROAD, 2.5 FT (0.8 M) NORTHWEST OF A
 AA7105'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 60-25
 AA7105'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7106 ***********************************************************************
 AA7106  DESIGNATION -  60 27
 AA7106  PID         -  AA7106
 AA7106  STATE/COUNTY-  AL/SUMTER
 AA7106  USGS QUAD   -  BOYD (1987)
 AA7106
 AA7106                         *CURRENT SURVEY CONTROL
 AA7106  ___________________________________________________________________
 AA7106* NAD 83(1992)-  32 30 49.98625(N)    088 17 56.85788(W)     ADJUSTED  
 AA7106* NAVD 88     -        59.5    (meters)     195.     (feet)  VERTCON   
 AA7106  ___________________________________________________________________
 AA7106  X           -     159,795.249 (meters)                     COMP
 AA7106  Y           -  -5,381,298.183 (meters)                     COMP
 AA7106  Z           -   3,408,638.252 (meters)                     COMP
 AA7106  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AA7106  ELLIP HEIGHT-          30.76  (meters)          (07/29/02) GPS OBS
 AA7106  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AA7106
 AA7106  HORZ ORDER  -  FIRST
 AA7106  ELLP ORDER  -  FOURTH    CLASS I
 AA7106
 AA7106.The horizontal coordinates were established by GPS observations
 AA7106.and adjusted by the National Geodetic Survey in July 1995..
 AA7106
 AA7106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7106
 AA7106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7106
 AA7106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7106
 AA7106.The ellipsoidal height was determined by GPS observations
 AA7106.and is referenced to NAD 83.
 AA7106
 AA7106.The geoid height was determined by GEOID03.
 AA7106
 AA7106;                    North         East     Units Scale Factor Converg.
 AA7106;SPC AL W     -   278,987.303   524,916.127   MT  1.00000283   -0 25 46.4
 AA7106;UTM  16      - 3,598,141.951   377,975.376   MT  0.99978361   -0 41 54.1
 AA7106
 AA7106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7106!SPC AL W     -   0.99999517  x   1.00000283  =   0.99999800
 AA7106!UTM  16      -   0.99999517  x   0.99978361  =   0.99977878
 AA7106
 AA7106:                Primary Azimuth Mark                     Grid Az
 AA7106:SPC AL W     -  60 28                                    003 25 41.3
 AA7106:UTM  16      -  60 28                                    003 41 49.0
 AA7106
 AA7106|---------------------------------------------------------------------|
 AA7106| PID    Reference Object                     Distance      Geod. Az  |
 AA7106|                                                           dddmmss.s |
 AA7106| AA7107 60 28                               404.443 METERS 0025954.9 |
 AA7106|---------------------------------------------------------------------|
 AA7106
 AA7106                          SUPERSEDED SURVEY CONTROL
 AA7106
 AA7106  ELLIP H (07/21/95)   30.80   (m)                       GP(       ) 3 2
 AA7106  NGVD 29 (07/21/95)   59.5    (m)          195.     (f) GPS OBS        
 AA7106
 AA7106.Superseded values are not recommended for survey control.
 AA7106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7106.See file dsdata.txt to determine how the superseded data were derived.
 AA7106
 AA7106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7797598142(NAD 83)
 AA7106_MARKER: DD = SURVEY DISK
 AA7106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7106_STAMPING: 60-27 1994
 AA7106_MARK LOGO: ALHD  
 AA7106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7106+STABILITY: SURFACE MOTION
 AA7106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7106+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7106
 AA7106  HISTORY     - Date     Condition        Report By
 AA7106  HISTORY     - 1994     MONUMENTED       ALHD
 AA7106
 AA7106                          STATION DESCRIPTION
 AA7106
 AA7106'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7106'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7106'ALA 17 IN YORK. TO REACH THE STATION FROM THE JUNCTION OF U.S. 11 AND
 AA7106'ALA 17 (MILE POST 141.85 ON ALA 17 AND MILE POST 7.90 ON U.S. 11),
 AA7106'DRIVE NORTH ON ALA 17 FOR 1.90 MI (3.06 KM) TO MILE POST 143.75, A
 AA7106'HIGH VOLTAGE POWER LINE CROSSING, AND THE STATION ON THE LEFT. THE
 AA7106'STATION IS LOCATED UNDER THE NORTH CABLE OF A HIGH VOLTAGE POWER LINE,
 AA7106'46.2 FT (14.1 M) WEST OF THE CENTERLINE OF ALA 17, 82.5 FT (25.1 M)
 AA7106'NORTH OF THE WEST POST OF A WELCOME TO YORK SIGN, 85.7 FT (26.1 M)
 AA7106'NORTH-NORTHWEST OF A TREE CITY U S A SIGN, 109.0 FT (33.2 M)
 AA7106'SOUTH-SOUTHWEST OF A SPEED ZONE AHEAD SIGN, 1.9 FT (0.6 M) EAST OF A
 AA7106'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 60-28
 AA7106'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7107 ***********************************************************************
 AA7107  DESIGNATION -  60 28
 AA7107  PID         -  AA7107
 AA7107  STATE/COUNTY-  AL/SUMTER
 AA7107  USGS QUAD   -  BOYD (1987)
 AA7107
 AA7107                         *CURRENT SURVEY CONTROL
 AA7107  ___________________________________________________________________
 AA7107* NAD 83(1992)-  32 31 03.09765(N)    088 17 56.04726(W)     ADJUSTED  
 AA7107* NAVD 88     -        70.5    (meters)     231.     (feet)  VERTCON   
 AA7107  ___________________________________________________________________
 AA7107  X           -     159,810.228 (meters)                     COMP
 AA7107  Y           -  -5,381,089.818 (meters)                     COMP
 AA7107  Z           -   3,408,984.744 (meters)                     COMP
 AA7107  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 AA7107  ELLIP HEIGHT-          41.76  (meters)          (07/29/02) GPS OBS
 AA7107  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 AA7107
 AA7107  HORZ ORDER  -  FIRST
 AA7107  ELLP ORDER  -  FOURTH    CLASS I
 AA7107
 AA7107.The horizontal coordinates were established by GPS observations
 AA7107.and adjusted by the National Geodetic Survey in July 1995..
 AA7107
 AA7107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7107
 AA7107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7107
 AA7107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7107
 AA7107.The ellipsoidal height was determined by GPS observations
 AA7107.and is referenced to NAD 83.
 AA7107
 AA7107.The geoid height was determined by GEOID03.
 AA7107
 AA7107;                    North         East     Units Scale Factor Converg.
 AA7107;SPC AL W     -   279,391.023   524,940.311   MT  1.00000278   -0 25 46.1
 AA7107;UTM  16      - 3,598,545.465   378,001.449   MT  0.99978353   -0 41 54.0
 AA7107
 AA7107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7107!SPC AL W     -   0.99999344  x   1.00000278  =   0.99999622
 AA7107!UTM  16      -   0.99999344  x   0.99978353  =   0.99977697
 AA7107
 AA7107:                Primary Azimuth Mark                     Grid Az
 AA7107:SPC AL W     -  60 27                                    183 25 41.4
 AA7107:UTM  16      -  60 27                                    183 41 49.3
 AA7107
 AA7107|---------------------------------------------------------------------|
 AA7107| PID    Reference Object                     Distance      Geod. Az  |
 AA7107|                                                           dddmmss.s |
 AA7107| AA7106 60 27                               404.443 METERS 1825955.3 |
 AA7107|---------------------------------------------------------------------|
 AA7107
 AA7107                          SUPERSEDED SURVEY CONTROL
 AA7107
 AA7107  ELLIP H (07/21/95)   41.80   (m)                       GP(       ) 3 2
 AA7107  NGVD 29 (07/21/95)   70.5    (m)          231.     (f) GPS OBS        
 AA7107
 AA7107.Superseded values are not recommended for survey control.
 AA7107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7107.See file dsdata.txt to determine how the superseded data were derived.
 AA7107
 AA7107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7800198545(NAD 83)
 AA7107_MARKER: DD = SURVEY DISK
 AA7107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7107_STAMPING: 60-28 1994
 AA7107_MARK LOGO: ALHD  
 AA7107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7107+STABILITY: SURFACE MOTION
 AA7107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7107+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7107
 AA7107  HISTORY     - Date     Condition        Report By
 AA7107  HISTORY     - 1994     MONUMENTED       ALHD
 AA7107
 AA7107                          STATION DESCRIPTION
 AA7107
 AA7107'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7107'THE STATION IS LOCATED IN SUMTER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7107'ALA 17 IN YORK. TO REACH THE STATION FROM THE JUNCTION OF U.S. 11 AND
 AA7107'ALA 17 (MILE POST 141.85 ON ALA 17 AND MILE POST 7.90 ON U.S. 11),
 AA7107'DRIVE NORTH ON ALA 17 FOR 2.15 MI (3.46 KM) TO MILE POST 144.00 AND
 AA7107'THE STATION ON THE RIGHT. THE STATION IS 39.2 FT (11.9 M) SOUTHEAST OF
 AA7107'THE SOUTH END OF THE SOUTH CONCRETE CURB OF A PAVED DRIVE WAY INTO A B
 AA7107'P TRUCK STOP, 42.5 FT (13.0 M) EAST OF THE CENTER OF ALA 17 IN A
 AA7107'TRANSITION TO A CENTER TURN LANE, 65.4 FT (19.9 M) SOUTH OF TELEPHONE
 AA7107'CABLE PEDESTAL NO. P 27, 65.8 FT (20.1 M) SOUTH OF A POWER AND STREET
 AA7107'LIGHT POLE, 80.4 FT (24.5 M) SOUTH OF AN ENTER SIGN, APPROXIMATELY 250
 AA7107'FT (76.2 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A B P TRUCK STOP
 AA7107'BUILDING, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA7107'FLUSH WITH THE GROUND. STATION 60-27 1994 MAY BE USED AS AN AZIMUTH
 AA7107'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7108 ***********************************************************************
 AA7108  DESIGNATION -  60 29
 AA7108  PID         -  AA7108
 AA7108  STATE/COUNTY-  AL/SUMTER
 AA7108  USGS QUAD   -  BOYD (1987)
 AA7108
 AA7108                         *CURRENT SURVEY CONTROL
 AA7108  ___________________________________________________________________
 AA7108* NAD 83(1992)-  32 36 27.59114(N)    088 18 23.70951(W)     ADJUSTED  
 AA7108* NAVD 88     -        43.8    (meters)     144.     (feet)  VERTCON   
 AA7108  ___________________________________________________________________
 AA7108  X           -     158,928.913 (meters)                     COMP
 AA7108  Y           -  -5,375,710.965 (meters)                     COMP
 AA7108  Z           -   3,417,394.955 (meters)                     COMP
 AA7108  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 AA7108  ELLIP HEIGHT-          14.98  (meters)          (07/29/02) GPS OBS
 AA7108  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA7108
 AA7108  HORZ ORDER  -  FIRST
 AA7108  ELLP ORDER  -  FOURTH    CLASS I
 AA7108
 AA7108.The horizontal coordinates were established by GPS observations
 AA7108.and adjusted by the National Geodetic Survey in July 1995..
 AA7108
 AA7108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7108
 AA7108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7108
 AA7108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7108
 AA7108.The ellipsoidal height was determined by GPS observations
 AA7108.and is referenced to NAD 83.
 AA7108
 AA7108.The geoid height was determined by GEOID03.
 AA7108
 AA7108;                    North         East     Units Scale Factor Converg.
 AA7108;SPC AL W     -   289,392.119   524,294.097   MT  1.00000398   -0 26 04.8
 AA7108;UTM  16      - 3,608,547.296   377,402.358   MT  0.99978534   -0 42 15.1
 AA7108
 AA7108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7108!SPC AL W     -   0.99999765  x   1.00000398  =   1.00000163
 AA7108!UTM  16      -   0.99999765  x   0.99978534  =   0.99978299
 AA7108
 AA7108:                Primary Azimuth Mark                     Grid Az
 AA7108:SPC AL W     -  60 30                                    003 29 49.7
 AA7108:UTM  16      -  60 30                                    003 46 00.0
 AA7108
 AA7108|---------------------------------------------------------------------|
 AA7108| PID    Reference Object                     Distance      Geod. Az  |
 AA7108|                                                           dddmmss.s |
 AA7108| AA7109 60 30                               APPROX. 0.6 KM 0030344.9 |
 AA7108|---------------------------------------------------------------------|
 AA7108
 AA7108                          SUPERSEDED SURVEY CONTROL
 AA7108
 AA7108  ELLIP H (07/21/95)   15.03   (m)                       GP(       ) 3 2
 AA7108  NGVD 29 (07/21/95)   43.8    (m)          144.     (f) GPS OBS        
 AA7108
 AA7108.Superseded values are not recommended for survey control.
 AA7108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7108.See file dsdata.txt to determine how the superseded data were derived.
 AA7108
 AA7108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7740208547(NAD 83)
 AA7108_MARKER: DD = SURVEY DISK
 AA7108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7108_STAMPING: 60-29 1994
 AA7108_MARK LOGO: ALHD  
 AA7108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7108+STABILITY: SURFACE MOTION
 AA7108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7108+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7108
 AA7108  HISTORY     - Date     Condition        Report By
 AA7108  HISTORY     - 1994     MONUMENTED       ALHD
 AA7108
 AA7108                          STATION DESCRIPTION
 AA7108
 AA7108'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7108'THE STATION IS LOCATED IN SUMTER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7108'ALA 17, ABOUT 7.10 MI (11.43 KM) WEST-NORTHWEST OF LIVINGSTON AND
 AA7108'ABOUT 8.10 MI (13.04 KM) NORTH OF YORK. TO REACH THE STATION FROM THE
 AA7108'JUNCTION OF U.S. 11 AND ALA 17 (MILE POST 141.85 ON ALA 17 AND MILE
 AA7108'POST 7.90 ON U.S. 11), DRIVE NORTH ON ALA 17 FOR 8.25 MI (13.28 KM) TO
 AA7108'MILE POST 150.10 AND THE STATION ON THE RIGHT. THE STATION IS 49.6 FT
 AA7108'(15.1 M) EAST OF THE CENTERLINE OF ALA 17, 73.3 FT (22.3 M) EAST OF A
 AA7108'FOLDING WATCH FOR ICE ON BRIDGE SIGN ACROSS THE ROAD, 103.0 FT (31.4
 AA7108'M) NORTH OF A POWER POLE WITH ONE GUY WIRE AND NO POWER LINES, 2.0 FT
 AA7108'(0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7108'GROUND. STATION 60-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1600 ***********************************************************************
 CO1600  DESIGNATION -  60 3
 CO1600  PID         -  CO1600
 CO1600  STATE/COUNTY-  AL/SUMTER
 CO1600  USGS QUAD   -  LIVINGSTON (1986)
 CO1600
 CO1600                         *CURRENT SURVEY CONTROL
 CO1600  ___________________________________________________________________
 CO1600* NAD 83(1992)-  32 33 38.71823(N)    088 08 07.96626(W)     ADJUSTED  
 CO1600* NAVD 88     -        56.6    (meters)     186.     (feet)  VERTCON   
 CO1600  ___________________________________________________________________
 CO1600  X           -     175,067.293 (meters)                     COMP
 CO1600  Y           -  -5,378,023.416 (meters)                     COMP
 CO1600  Z           -   3,413,018.556 (meters)                     COMP
 CO1600  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 CO1600  ELLIP HEIGHT-          27.79  (meters)          (07/29/02) GPS OBS
 CO1600  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CO1600
 CO1600  HORZ ORDER  -  FIRST
 CO1600  ELLP ORDER  -  FOURTH    CLASS I
 CO1600
 CO1600.The horizontal coordinates were established by GPS observations
 CO1600.and adjusted by the National Geodetic Survey in December 1992..
 CO1600
 CO1600.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1600
 CO1600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1600
 CO1600.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1600
 CO1600.The ellipsoidal height was determined by GPS observations
 CO1600.and is referenced to NAD 83.
 CO1600
 CO1600.The geoid height was determined by GEOID03.
 CO1600
 CO1600;                    North         East     Units Scale Factor Converg.
 CO1600;SPC AL W     -   284,081.362   540,317.077   MT  0.99997724   -0 20 31.4
 CO1600;UTM  16      - 3,603,162.507   393,396.552   MT  0.99974013   -0 36 40.3
 CO1600
 CO1600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1600!SPC AL W     -   0.99999564  x   0.99997724  =   0.99997288
 CO1600!UTM  16      -   0.99999564  x   0.99974013  =   0.99973577
 CO1600
 CO1600|---------------------------------------------------------------------|
 CO1600| PID    Reference Object                     Distance      Geod. Az  |
 CO1600|                                                           dddmmss.s |
 CO1600| CO1601 60 4                                350.817 METERS 32144     |
 CO1600|---------------------------------------------------------------------|
 CO1600
 CO1600                          SUPERSEDED SURVEY CONTROL
 CO1600
 CO1600  ELLIP H (12/04/92)   27.85   (m)                       GP(       ) 4 1
 CO1600  NAD 83(1986)-  32 33 38.72643(N)    088 08 07.97673(W) AD(       ) 1
 CO1600  NGVD 29 (12/04/92)   56.5    (m)          185.     (f) GPS OBS        
 CO1600
 CO1600.Superseded values are not recommended for survey control.
 CO1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1600.See file dsdata.txt to determine how the superseded data were derived.
 CO1600
 CO1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9339703163(NAD 83)
 CO1600_MARKER: DD = SURVEY DISK
 CO1600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1600_SP_SET: CONCRETE POST
 CO1600_STAMPING: 60-3 1990
 CO1600_MARK LOGO: ALHD  
 CO1600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1600+STABILITY: SURFACE MOTION
 CO1600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1600+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1991
 CO1600
 CO1600  HISTORY     - Date     Condition        Report By
 CO1600  HISTORY     - 1990     MONUMENTED       ALHD
 CO1600  HISTORY     - 19910402 GOOD
 CO1600
 CO1600                          STATION DESCRIPTION
 CO1600
 CO1600'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1600'THE STATION IS LOCATED IN SUMTER COUNTY ON THE NORTHEAST RIGHT OF WAY
 CO1600'OF ALA 28, ABOUT 4.83 KM (3.00 MI) EAST - SOUTHEAST OF LIVINGSTON AND
 CO1600'ABOUT 17.22 KM (10.70 MI) NORTHEAST OF YORK.
 CO1600'TO REACH THE STATION FROM THE JUNCTION OF U. S. 11 AND ALA 28 EAST
 CO1600'(MILE POST 9.70 ON ALA 28) IN LIVINGSTON, DRIVE EAST ON ALA 28 5.71
 CO1600'KM (3.55 MI) TO MILE POST 13.25 AND THE STATION ON THE LEFT.
 CO1600'THE STATION IS 0.79 M (2.59 FT) SOUTHWEST OF A FIVE STRAND BARBED WIRE
 CO1600'FENCE ON STEEL POSTS, 11.58 M (37.99 FT) NORTHEAST OF THE CENTERLINE
 CO1600'OF ALA 28, 22.31 M (73.20 FT) SOUTHEAST OF A TELEPHONE SERVICE POLE,
 CO1600'22.62 M (74.21 FT) SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 72,
 CO1600'24.08 M (79.00 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE,
 CO1600'26.09 M (85.60 FT) SOUTHEAST OF THE SOUTHEAST END OF AN 18 INCH
 CO1600'CONCRETE PIPE UNDER A DRIVEWAY, 28.96 M (95.01 FT) SOUTHEAST OF THE
 CO1600'CENTER OF A GRAVEL DRIVEWAY, 0.61 M (2.00 FT) SOUTHWEST OF A
 CO1600'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CO1600'STATION 60-4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1600
 CO1600                          STATION RECOVERY (1991)
 CO1600
 CO1600'RECOVERED 1991
 CO1600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7109 ***********************************************************************
 AA7109  DESIGNATION -  60 30
 AA7109  PID         -  AA7109
 AA7109  STATE/COUNTY-  AL/SUMTER
 AA7109  USGS QUAD   -  BOYD (1987)
 AA7109
 AA7109                         *CURRENT SURVEY CONTROL
 AA7109  ___________________________________________________________________
 AA7109* NAD 83(1992)-  32 36 47.10502(N)    088 18 22.47597(W)     ADJUSTED  
 AA7109* NAVD 88     -        46.4    (meters)     152.     (feet)  VERTCON   
 AA7109  ___________________________________________________________________
 AA7109  X           -     158,951.550 (meters)                     COMP
 AA7109  Y           -  -5,375,388.352 (meters)                     COMP
 AA7109  Z           -   3,417,902.694 (meters)                     COMP
 AA7109  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 AA7109  ELLIP HEIGHT-          17.54  (meters)          (07/29/02) GPS OBS
 AA7109  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA7109
 AA7109  HORZ ORDER  -  FIRST
 AA7109  ELLP ORDER  -  FOURTH    CLASS I
 AA7109
 AA7109.The horizontal coordinates were established by GPS observations
 AA7109.and adjusted by the National Geodetic Survey in July 1995..
 AA7109
 AA7109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7109
 AA7109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7109
 AA7109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7109
 AA7109.The ellipsoidal height was determined by GPS observations
 AA7109.and is referenced to NAD 83.
 AA7109
 AA7109.The geoid height was determined by GEOID03.
 AA7109
 AA7109;                    North         East     Units Scale Factor Converg.
 AA7109;SPC AL W     -   289,992.983   524,330.817   MT  1.00000391   -0 26 04.4
 AA7109;UTM  16      - 3,609,147.849   377,441.896   MT  0.99978522   -0 42 14.8
 AA7109
 AA7109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7109!SPC AL W     -   0.99999725  x   1.00000391  =   1.00000116
 AA7109!UTM  16      -   0.99999725  x   0.99978522  =   0.99978247
 AA7109
 AA7109:                Primary Azimuth Mark                     Grid Az
 AA7109:SPC AL W     -  60 29                                    183 29 50.0
 AA7109:UTM  16      -  60 29                                    183 46 00.4
 AA7109
 AA7109|---------------------------------------------------------------------|
 AA7109| PID    Reference Object                     Distance      Geod. Az  |
 AA7109|                                                           dddmmss.s |
 AA7109| AA7108 60 29                               APPROX. 0.6 KM 1830345.6 |
 AA7109|---------------------------------------------------------------------|
 AA7109
 AA7109                          SUPERSEDED SURVEY CONTROL
 AA7109
 AA7109  ELLIP H (07/21/95)   17.59   (m)                       GP(       ) 3 2
 AA7109  NGVD 29 (07/21/95)   46.4    (m)          152.     (f) GPS OBS        
 AA7109
 AA7109.Superseded values are not recommended for survey control.
 AA7109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7109.See file dsdata.txt to determine how the superseded data were derived.
 AA7109
 AA7109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7744209148(NAD 83)
 AA7109_MARKER: DD = SURVEY DISK
 AA7109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7109_STAMPING: 60-30 1994
 AA7109_MARK LOGO: ALHD  
 AA7109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7109+STABILITY: SURFACE MOTION
 AA7109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7109+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7109
 AA7109  HISTORY     - Date     Condition        Report By
 AA7109  HISTORY     - 1994     MONUMENTED       ALHD
 AA7109
 AA7109                          STATION DESCRIPTION
 AA7109
 AA7109'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7109'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7109'ALA 17, ABOUT 7.25 MI (11.67 KM) WEST-NORTHWEST OF LIVINGSTON AND
 AA7109'ABOUT 8.70 MI (14.00 KM) NORTH OF YORK. TO REACH THE STATION FROM THE
 AA7109'JUNCTION OF U.S. 11 AND ALA 17 (MILE POST 141.85 ON ALA 17 AND MILE
 AA7109'POST 7.90 ON U.S. 11), DRIVE NORTH ON ALA 17 FOR 8.85 MI (14.24 KM) TO
 AA7109'MILE POST 150.70 AND THE STATION ON THE LEFT. THE STATION IS 47.7 FT
 AA7109'(14.5 M) WEST OF THE CENTERLINE OF ALA 17, 99.8 FT (30.4 M) WEST OF A
 AA7109'POWER POLE ACROSS THE ROAD, 124.0 FT (37.8 M) SOUTH OF THE SOUTH ONE
 AA7109'OF FOUR YELLOW PIPELINE MARKER SIGNS, 134.9 FT (41.1 M) SOUTH OF A
 AA7109'YELLOW CONCRETE OIL PIPELINE MARKER, 183.2 FT (55.8 M) SOUTHWEST OF
 AA7109'THE SOUTH ONE OF FOUR YELLOW PIPELINE VENTS ACROSS THE ROAD, 205.2 FT
 AA7109'(62.5 M) SOUTHWEST OF AN ORANGE AND BLACK PIPELINE MARKER NO. 225
 AA7109'ACROSS THE ROAD, 2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND
 AA7109'SET FLUSH WITH THE GROUND. STATION 60-29 1994 MAY BE USED AS AN
 AA7109'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7110 ***********************************************************************
 AA7110  DESIGNATION -  60 31
 AA7110  PID         -  AA7110
 AA7110  STATE/COUNTY-  AL/SUMTER
 AA7110  USGS QUAD   -  LIVINGSTON (1986)
 AA7110
 AA7110                         *CURRENT SURVEY CONTROL
 AA7110  ___________________________________________________________________
 AA7110* NAD 83(1992)-  32 36 22.92809(N)    088 10 59.83586(W)     ADJUSTED  
 AA7110* NAVD 88     -        58.7    (meters)     193.     (feet)  VERTCON   
 AA7110  ___________________________________________________________________
 AA7110  X           -     170,499.703 (meters)                     COMP
 AA7110  Y           -  -5,375,446.389 (meters)                     COMP
 AA7110  Z           -   3,417,281.958 (meters)                     COMP
 AA7110  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 AA7110  ELLIP HEIGHT-          29.84  (meters)          (07/29/02) GPS OBS
 AA7110  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA7110
 AA7110  HORZ ORDER  -  FIRST
 AA7110  ELLP ORDER  -  FOURTH    CLASS I
 AA7110
 AA7110.The horizontal coordinates were established by GPS observations
 AA7110.and adjusted by the National Geodetic Survey in July 1995..
 AA7110
 AA7110.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7110
 AA7110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7110
 AA7110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7110
 AA7110.The ellipsoidal height was determined by GPS observations
 AA7110.and is referenced to NAD 83.
 AA7110
 AA7110.The geoid height was determined by GEOID03.
 AA7110
 AA7110;                    North         East     Units Scale Factor Converg.
 AA7110;SPC AL W     -   289,167.391   535,866.159   MT  0.99998403   -0 22 05.6
 AA7110;UTM  16      - 3,608,268.203   388,970.628   MT  0.99975201   -0 38 15.7
 AA7110
 AA7110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7110!SPC AL W     -   0.99999531  x   0.99998403  =   0.99997934
 AA7110!UTM  16      -   0.99999531  x   0.99975201  =   0.99974733
 AA7110
 AA7110:                Primary Azimuth Mark                     Grid Az
 AA7110:SPC AL W     -  60 32                                    359 40 41.8
 AA7110:UTM  16      -  60 32                                    359 56 51.9
 AA7110
 AA7110|---------------------------------------------------------------------|
 AA7110| PID    Reference Object                     Distance      Geod. Az  |
 AA7110|                                                           dddmmss.s |
 AA7110| AA7111 60 32                               478.397 METERS 3591836.2 |
 AA7110|---------------------------------------------------------------------|
 AA7110
 AA7110                          SUPERSEDED SURVEY CONTROL
 AA7110
 AA7110  ELLIP H (07/21/95)   29.89   (m)                       GP(       ) 3 2
 AA7110  NGVD 29 (07/21/95)   58.7    (m)          193.     (f) GPS OBS        
 AA7110
 AA7110.Superseded values are not recommended for survey control.
 AA7110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7110.See file dsdata.txt to determine how the superseded data were derived.
 AA7110
 AA7110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8897108268(NAD 83)
 AA7110_MARKER: DD = SURVEY DISK
 AA7110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7110_STAMPING: 60-31 1994
 AA7110_MARK LOGO: ALHD  
 AA7110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7110+STABILITY: SURFACE MOTION
 AA7110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7110+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 AA7110
 AA7110  HISTORY     - Date     Condition        Report By
 AA7110  HISTORY     - 1994     MONUMENTED       ALHD
 AA7110  HISTORY     - 19980713 GOOD             JCLS
 AA7110  HISTORY     - 20050718 GOOD             ALDOT
 AA7110
 AA7110                          STATION DESCRIPTION
 AA7110
 AA7110'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7110'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7110'U.S. 11 IN LIVINGSTON. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA7110'11 NORTH AND ALA 28 WEST (MILE POST 19.50 ON U.S. 11 AND MILE POST
 AA7110'7.65 ON ALA 28) IN LIVINGSTON, DRIVE SOUTH ON U.S. 11 FOR 0.45 MI
 AA7110'(0.72 KM) TO MILE POST 19.05 AND THE STATION ON THE RIGHT. THE STATION
 AA7110'IS LOCATED IN FRONT OF STRATFORD MANOR APARTMENT BUILDING, 10.7 FT
 AA7110'(3.3 M) EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 22.1 FT (6.7 M)
 AA7110'EAST OF TELEPHONE CABLE PEDESTAL NO. 50, 38.4 FT (11.7 M) WEST OF THE
 AA7110'CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 11, 47.0 FT (14.3 M)
 AA7110'SOUTH-SOUTHEAST OF CABLE POLE NO. 50, 76.0 FT (23.2 M) SOUTH OF THE
 AA7110'SOUTH CONCRETE CURB OF A CONCRETE DRIVEWAY, 103.0 FT (31.4 M) NORTH OF
 AA7110'POWER AND CABLE POLE NO. 49, AND SET FLUSH WITH THE GROUND. STATION
 AA7110'60-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7110
 AA7110                          STATION RECOVERY (1998)
 AA7110
 AA7110'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA7110'RECOVERED IN GOOD CONDITION.
 AA7110
 AA7110                          STATION RECOVERY (2005)
 AA7110
 AA7110'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7110'MARK IS 1.0 FEET WEST OF A METAL WITNESS POST, REST OF DESCRIPTION IS
 AA7110'OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7111 ***********************************************************************
 AA7111  DESIGNATION -  60 32
 AA7111  PID         -  AA7111
 AA7111  STATE/COUNTY-  AL/SUMTER
 AA7111  USGS QUAD   -  LIVINGSTON (1986)
 AA7111
 AA7111                         *CURRENT SURVEY CONTROL
 AA7111  ___________________________________________________________________
 AA7111* NAD 83(1992)-  32 36 38.45689(N)    088 11 00.05681(W)     ADJUSTED  
 AA7111* NAVD 88     -        60.1    (meters)     197.     (feet)  VERTCON   
 AA7111  ___________________________________________________________________
 AA7111  X           -     170,485.809 (meters)                     COMP
 AA7111  Y           -  -5,375,190.065 (meters)                     COMP
 AA7111  Z           -   3,417,685.657 (meters)                     COMP
 AA7111  LAPLACE CORR-          -0.32  (seconds)                    DEFLEC99
 AA7111  ELLIP HEIGHT-          31.21  (meters)          (07/29/02) GPS OBS
 AA7111  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA7111
 AA7111  HORZ ORDER  -  FIRST
 AA7111  ELLP ORDER  -  FOURTH    CLASS I
 AA7111
 AA7111.The horizontal coordinates were established by GPS observations
 AA7111.and adjusted by the National Geodetic Survey in July 1995..
 AA7111
 AA7111.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7111
 AA7111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7111
 AA7111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7111
 AA7111.The ellipsoidal height was determined by GPS observations
 AA7111.and is referenced to NAD 83.
 AA7111
 AA7111.The geoid height was determined by GEOID03.
 AA7111
 AA7111;                    North         East     Units Scale Factor Converg.
 AA7111;SPC AL W     -   289,645.773   535,863.473   MT  0.99998404   -0 22 05.8
 AA7111;UTM  16      - 3,608,746.481   388,970.192   MT  0.99975201   -0 38 16.1
 AA7111
 AA7111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7111!SPC AL W     -   0.99999510  x   0.99998404  =   0.99997914
 AA7111!UTM  16      -   0.99999510  x   0.99975201  =   0.99974711
 AA7111
 AA7111:                Primary Azimuth Mark                     Grid Az
 AA7111:SPC AL W     -  60 31                                    179 40 41.8
 AA7111:UTM  16      -  60 31                                    179 56 52.1
 AA7111
 AA7111|---------------------------------------------------------------------|
 AA7111| PID    Reference Object                     Distance      Geod. Az  |
 AA7111|                                                           dddmmss.s |
 AA7111| AA7110 60 31                               478.397 METERS 1791836.0 |
 AA7111|---------------------------------------------------------------------|
 AA7111
 AA7111                          SUPERSEDED SURVEY CONTROL
 AA7111
 AA7111  ELLIP H (07/21/95)   31.25   (m)                       GP(       ) 3 2
 AA7111  NGVD 29 (07/21/95)   60.1    (m)          197.     (f) GPS OBS        
 AA7111
 AA7111.Superseded values are not recommended for survey control.
 AA7111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7111.See file dsdata.txt to determine how the superseded data were derived.
 AA7111
 AA7111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8897008746(NAD 83)
 AA7111_MARKER: DD = SURVEY DISK
 AA7111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7111_STAMPING: 60-32 1994
 AA7111_MARK LOGO: ALHD  
 AA7111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7111+STABILITY: SURFACE MOTION
 AA7111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7111+SATELLITE: SATELLITE OBSERVATIONS - November 02, 2004
 AA7111
 AA7111  HISTORY     - Date     Condition        Report By
 AA7111  HISTORY     - 1994     MONUMENTED       ALHD
 AA7111  HISTORY     - 20041102 GOOD             ALHD
 AA7111
 AA7111                          STATION DESCRIPTION
 AA7111
 AA7111'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7111'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7111'U.S. 11 IN LIVINGSTON. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA7111'11 NORTH AND ALA 28 WEST (MILE POST 19.50 ON U.S. 11 AND MILE POST
 AA7111'7.65 ON ALA 28) IN LIVINGSTON, DRIVE SOUTH ON U.S. 11 FOR 0.15 MI
 AA7111'(0.24 KM) TO MILE POST 19.35 AND THE STATION ON THE RIGHT. THE STATION
 AA7111'IS LOCATED IN FRONT OF LIVINGSTON JUNIOR HIGH SCHOOL, 14.0 FT (4.3 M)
 AA7111'EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK, 31.1 FT (9.5 M) EAST OF
 AA7111'A SIX FOOT CHAIN LINK FENCE WITH THREE STRANDS OF BARBED WIRE, 35.2 FT
 AA7111'(10.7 M) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 11,
 AA7111'49.4 FT (15.1 M) SOUTH-SOUTHEAST OF CABLE POLE NO. 61, 64.2 FT (19.6
 AA7111'M) NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF THE FENCE, 67.3 FT (20.5
 AA7111'M) NORTH OF CABLE AND LIGHT POLE NO. 60, 73.6 FT (22.4 M)
 AA7111'NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 60, 74.4 FT (22.7 M)
 AA7111'NORTH-NORTHEAST OF A CARSONITE FIBER OPTIC CABLE MARKER, 31.2 FT (9.5
 AA7111'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7111'STATION 60-31 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7111
 AA7111                          STATION RECOVERY (2004)
 AA7111
 AA7111'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7111'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7112 ***********************************************************************
 AA7112  DESIGNATION -  60 33
 AA7112  PID         -  AA7112
 AA7112  STATE/COUNTY-  AL/SUMTER
 AA7112  USGS QUAD   -  EPES WEST (1986)
 AA7112
 AA7112                         *CURRENT SURVEY CONTROL
 AA7112  ___________________________________________________________________
 AA7112* NAD 83(1992)-  32 38 54.29694(N)    088 07 33.22243(W)     ADJUSTED  
 AA7112* NAVD 88     -        82.7    (meters)     271.     (feet)  VERTCON   
 AA7112  ___________________________________________________________________
 AA7112  X           -     175,802.585 (meters)                     COMP
 AA7112  Y           -  -5,372,780.215 (meters)                     COMP
 AA7112  Z           -   3,421,221.938 (meters)                     COMP
 AA7112  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 AA7112  ELLIP HEIGHT-          53.72  (meters)          (07/29/02) GPS OBS
 AA7112  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AA7112
 AA7112  HORZ ORDER  -  FIRST
 AA7112  ELLP ORDER  -  FOURTH    CLASS I
 AA7112
 AA7112.The horizontal coordinates were established by GPS observations
 AA7112.and adjusted by the National Geodetic Survey in July 1995..
 AA7112
 AA7112.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7112
 AA7112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7112
 AA7112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7112
 AA7112.The ellipsoidal height was determined by GPS observations
 AA7112.and is referenced to NAD 83.
 AA7112
 AA7112.The geoid height was determined by GEOID03.
 AA7112
 AA7112;                    North         East     Units Scale Factor Converg.
 AA7112;SPC AL W     -   293,796.942   541,280.628   MT  0.99997583   -0 20 15.6
 AA7112;UTM  16      - 3,612,871.140   394,405.545   MT  0.99973749   -0 36 26.8
 AA7112
 AA7112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7112!SPC AL W     -   0.99999157  x   0.99997583  =   0.99996740
 AA7112!UTM  16      -   0.99999157  x   0.99973749  =   0.99972906
 AA7112
 AA7112:                Primary Azimuth Mark                     Grid Az
 AA7112:SPC AL W     -  60 34                                    003 21 07.1
 AA7112:UTM  16      -  60 34                                    003 37 18.3
 AA7112
 AA7112|---------------------------------------------------------------------|
 AA7112| PID    Reference Object                     Distance      Geod. Az  |
 AA7112|                                                           dddmmss.s |
 AA7112| AA7113 60 34                               457.855 METERS 0030051.5 |
 AA7112|---------------------------------------------------------------------|
 AA7112
 AA7112                          SUPERSEDED SURVEY CONTROL
 AA7112
 AA7112  ELLIP H (07/21/95)   53.77   (m)                       GP(       ) 3 2
 AA7112  NGVD 29 (07/21/95)   82.6    (m)          271.     (f) GPS OBS        
 AA7112
 AA7112.Superseded values are not recommended for survey control.
 AA7112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7112.See file dsdata.txt to determine how the superseded data were derived.
 AA7112
 AA7112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9440612871(NAD 83)
 AA7112_MARKER: DD = SURVEY DISK
 AA7112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7112_STAMPING: 60-33 1994
 AA7112_MARK LOGO: ALHD  
 AA7112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7112+STABILITY: SURFACE MOTION
 AA7112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7112+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7112
 AA7112  HISTORY     - Date     Condition        Report By
 AA7112  HISTORY     - 1994     MONUMENTED       ALHD
 AA7112
 AA7112                          STATION DESCRIPTION
 AA7112
 AA7112'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7112'THE STATION IS LOCATED IN SUMTER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7112'SUMTER COUNTY ROAD NO. 21, ABOUT 2.90 MI (4.67 KM) SOUTH OF EPES AND
 AA7112'ABOUT 5.55 MI (8.93 KM) NORTHEAST OF LIVINGSTON. TO REACH THE STATION
 AA7112'FROM THE JUNCTION OF U.S. 11 NORTH AND ALA 28 WEST (MILE POST 19.50 ON
 AA7112'U.S. 11 AND MILE POST 7.65 ON ALA 28) IN LIVINGSTON, DRIVE NORTHEAST
 AA7112'AND EAST ON U.S. 11 FOR 7.05 MI (11.35 KM) TO MILE POST 26.55 AND
 AA7112'SUMTER COUNTY ROAD NO. 21 LEFT AND RIGHT IN EPES, TURN RIGHT ON SUMTER
 AA7112'COUNTY ROAD NO. 21 AND DRIVE SOUTH FOR 2.95 MI (4.75 KM) TO THE
 AA7112'STATION ON THE LEFT. THE STATION IS 9.1 FT (2.8 M) WEST OF A HOG WIRE
 AA7112'FENCE WITH ONE STRAND OF BARBED WIRE ON WOOD POSTS, 33.8 FT (10.3 M)
 AA7112'EAST OF THE CENTERLINE OF SUMTER COUNTY ROAD NO. 21, 2.1 FT (0.6 M)
 AA7112'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7112'STATION 60-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7113 ***********************************************************************
 AA7113  DESIGNATION -  60 34
 AA7113  PID         -  AA7113
 AA7113  STATE/COUNTY-  AL/SUMTER
 AA7113  USGS QUAD   -  EPES WEST (1986)
 AA7113
 AA7113                         *CURRENT SURVEY CONTROL
 AA7113  ___________________________________________________________________
 AA7113* NAD 83(1992)-  32 39 09.13934(N)    088 07 32.29856(W)     ADJUSTED  
 AA7113* NAVD 88     -        79.2    (meters)     260.     (feet)  VERTCON   
 AA7113  ___________________________________________________________________
 AA7113  X           -     175,818.486 (meters)                     COMP
 AA7113  Y           -  -5,372,529.961 (meters)                     COMP
 AA7113  Z           -   3,421,605.039 (meters)                     COMP
 AA7113  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 AA7113  ELLIP HEIGHT-          50.25  (meters)          (07/29/02) GPS OBS
 AA7113  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA7113
 AA7113  HORZ ORDER  -  FIRST
 AA7113  ELLP ORDER  -  FOURTH    CLASS I
 AA7113
 AA7113.The horizontal coordinates were established by GPS observations
 AA7113.and adjusted by the National Geodetic Survey in July 1995..
 AA7113
 AA7113.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7113
 AA7113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7113
 AA7113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7113
 AA7113.The ellipsoidal height was determined by GPS observations
 AA7113.and is referenced to NAD 83.
 AA7113
 AA7113.The geoid height was determined by GEOID03.
 AA7113
 AA7113;                    North         East     Units Scale Factor Converg.
 AA7113;SPC AL W     -   294,254.003   541,307.398   MT  0.99997580   -0 20 15.2
 AA7113;UTM  16      - 3,613,327.960   394,434.460   MT  0.99973741   -0 36 26.6
 AA7113
 AA7113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7113!SPC AL W     -   0.99999211  x   0.99997580  =   0.99996791
 AA7113!UTM  16      -   0.99999211  x   0.99973741  =   0.99972952
 AA7113
 AA7113:                Primary Azimuth Mark                     Grid Az
 AA7113:SPC AL W     -  60 33                                    183 21 07.2
 AA7113:UTM  16      -  60 33                                    183 37 18.6
 AA7113
 AA7113|---------------------------------------------------------------------|
 AA7113| PID    Reference Object                     Distance      Geod. Az  |
 AA7113|                                                           dddmmss.s |
 AA7113| AA7112 60 33                               457.855 METERS 1830052.0 |
 AA7113|---------------------------------------------------------------------|
 AA7113
 AA7113                          SUPERSEDED SURVEY CONTROL
 AA7113
 AA7113  ELLIP H (07/21/95)   50.30   (m)                       GP(       ) 3 2
 AA7113  NGVD 29 (07/21/95)   79.2    (m)          260.     (f) GPS OBS        
 AA7113
 AA7113.Superseded values are not recommended for survey control.
 AA7113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7113.See file dsdata.txt to determine how the superseded data were derived.
 AA7113
 AA7113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9443413328(NAD 83)
 AA7113_MARKER: DD = SURVEY DISK
 AA7113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7113_STAMPING: 60-34 1994
 AA7113_MARK LOGO: ALHD  
 AA7113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7113+STABILITY: SURFACE MOTION
 AA7113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7113+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7113
 AA7113  HISTORY     - Date     Condition        Report By
 AA7113  HISTORY     - 1994     MONUMENTED       ALHD
 AA7113
 AA7113                          STATION DESCRIPTION
 AA7113
 AA7113'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7113'THE STATION IS LOCATED IN SUMTER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7113'SUMTER COUNTY ROAD NO. 21, ABOUT 2.65 MI (4.26 KM) SOUTH OF EPES AND
 AA7113'ABOUT 5.70 MI (9.17 KM) NORTHEAST OF LIVINGSTON. TO REACH THE STATION
 AA7113'FROM THE JUNCTION OF U.S. 11 NORTH AND ALA 28 WEST (MILE POST 19.50 ON
 AA7113'U.S. 11 AND MILE POST 7.65 ON ALA 28) IN LIVINGSTON, DRIVE NORTHEAST
 AA7113'AND EAST ON U.S. 11 FOR 7.05 MI (11.35 KM) TO MILE POST 26.55 AND
 AA7113'SUMTER COUNTY ROAD NO. 21 LEFT AND RIGHT IN EPES, TURN RIGHT ON SUMTER
 AA7113'COUNTY ROAD NO. 21 AND DRIVE SOUTH FOR 2.65 MI (4.26 KM) TO THE
 AA7113'STATION ON THE LEFT. THE STATION IS 3.5 FT (1.1 M) WEST-SOUTHWEST OF A
 AA7113'HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS,
 AA7113'20.2 FT (6.2 M) SOUTH OF A BURIED CABLE WARNING SIGN, 26.3 FT (8.0 M)
 AA7113'SOUTH OF THE SOUTH CROSS TIE POST OF A CHAIN LINK GATE, 35.0 FT (10.7
 AA7113'M) EAST-NORTHEAST OF THE CENTERLINE OF SUMTER COUNTY ROAD NO. 21,
 AA7113'109.8 FT (33.5 M) NORTH-NORTHWEST OF THE WEST CROSS TIE POST OF A
 AA7113'CHAIN LINK GATE, 119.0 FT (36.3 M) NORTH-NORTHWEST OF THE CENTER OF A
 AA7113'FIELD ROAD, 3.2 FT (1.0 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA7113'FLUSH WITH THE GROUND. STATION 60-33 1994 MAY BE USED AS AN AZIMUTH
 AA7113'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7114 ***********************************************************************
 AA7114  DESIGNATION -  60 35
 AA7114  PID         -  AA7114
 AA7114  STATE/COUNTY-  AL/SUMTER
 AA7114  USGS QUAD   -  EPES WEST (1986)
 AA7114
 AA7114                         *CURRENT SURVEY CONTROL
 AA7114  ___________________________________________________________________
 AA7114* NAD 83(1992)-  32 42 15.27056(N)    088 11 04.89694(W)     ADJUSTED  
 AA7114* NAVD 88     -        55.7    (meters)     183.     (feet)  VERTCON   
 AA7114  ___________________________________________________________________
 AA7114  X           -     170,182.198 (meters)                     COMP
 AA7114  Y           -  -5,369,594.256 (meters)                     COMP
 AA7114  Z           -   3,426,418.601 (meters)                     COMP
 AA7114  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AA7114  ELLIP HEIGHT-          26.73  (meters)          (07/29/02) GPS OBS
 AA7114  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA7114
 AA7114  HORZ ORDER  -  FIRST
 AA7114  ELLP ORDER  -  FOURTH    CLASS I
 AA7114
 AA7114.The horizontal coordinates were established by GPS observations
 AA7114.and adjusted by the National Geodetic Survey in July 1995..
 AA7114
 AA7114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7114
 AA7114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7114
 AA7114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7114
 AA7114.The ellipsoidal height was determined by GPS observations
 AA7114.and is referenced to NAD 83.
 AA7114
 AA7114.The geoid height was determined by GEOID03.
 AA7114
 AA7114;                    North         East     Units Scale Factor Converg.
 AA7114;SPC AL W     -   300,021.786   535,804.191   MT  0.99998413   -0 22 11.8
 AA7114;UTM  16      - 3,619,120.250   388,959.783   MT  0.99975204   -0 38 24.6
 AA7114
 AA7114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7114!SPC AL W     -   0.99999580  x   0.99998413  =   0.99997993
 AA7114!UTM  16      -   0.99999580  x   0.99975204  =   0.99974784
 AA7114
 AA7114                          SUPERSEDED SURVEY CONTROL
 AA7114
 AA7114  ELLIP H (07/21/95)   26.78   (m)                       GP(       ) 3 2
 AA7114  NGVD 29 (07/21/95)   55.7    (m)          183.     (f) GPS OBS        
 AA7114
 AA7114.Superseded values are not recommended for survey control.
 AA7114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7114.See file dsdata.txt to determine how the superseded data were derived.
 AA7114
 AA7114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8896019120(NAD 83)
 AA7114_MARKER: DD = SURVEY DISK
 AA7114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7114_STAMPING: 60-35 1994
 AA7114_MARK LOGO: ALHD  
 AA7114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7114+STABILITY: SURFACE MOTION
 AA7114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7114+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7114
 AA7114  HISTORY     - Date     Condition        Report By
 AA7114  HISTORY     - 1994     MONUMENTED       ALHD
 AA7114
 AA7114                          STATION DESCRIPTION
 AA7114
 AA7114'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7114'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7114'SUMTER COUNTY ROAD NO. 20, ABOUT 3.75 MI (6.03 KM) WEST-NORTHWEST OF
 AA7114'EPES AND ABOUT 4.20 MI (6.76 KM) NORTH OF LIVINGSTON. TO REACH THE
 AA7114'STATION FROM EXIT 23 ON I-20 AND I-59, DRIVE EAST ON SUMTER COUNTY
 AA7114'ROAD NO. 20 FOR 1.45 MI (2.33 KM) TO ALA 39 LEFT AND RIGHT (MILE POST
 AA7114'2.65 ON ALA 39), CONTINUE EAST ON SUMTER COUNTY ROAD NO. 20 FOR 1.10
 AA7114'MI (1.77 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA7114'NORTH OF A SIX STRAND BARBED WIRE FENCE ON WOOD AND RUSTY STEEL POSTS,
 AA7114'10.0 FT (3.0 M) EAST-NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE
 AA7114'EAST OF A GRAVEL DRIVEWAY, 26.0 FT (7.9 M) EAST OF THE CENTER OF A
 AA7114'GRAVEL DRIVEWAY, 32.6 FT (9.9 M) NORTH-NORTHEAST OF THE EAST SIX-INCH
 AA7114'STEEL PIPE POST OF A RED PIPE GATE, 37.8 FT (11.5 M) SOUTH OF THE
 AA7114'CENTERLINE OF SUMTER COUNTY ROAD NO. 20, 78.2 FT (23.8 M) SOUTH OF
 AA7114'TELEPHONE CABLE PEDESTAL NO. 16 ACROSS THE ROAD, 142.1 FT (43.3 M)
 AA7114'WEST OF A JUNCTION POWER POLE, 3.1 FT (0.9 M) NORTH OF A CARSONITE
 AA7114'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 60-36 1994 MAY BE
 AA7114'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7115 ***********************************************************************
 AA7115  DESIGNATION -  60 36
 AA7115  PID         -  AA7115
 AA7115  STATE/COUNTY-  AL/SUMTER
 AA7115  USGS QUAD   -  EPES WEST (1986)
 AA7115
 AA7115                         *CURRENT SURVEY CONTROL
 AA7115  ___________________________________________________________________
 AA7115* NAD 83(1992)-  32 42 08.59001(N)    088 10 38.23442(W)     ADJUSTED  
 AA7115* NAVD 88     -        53.5    (meters)     176.     (feet)  VERTCON   
 AA7115  ___________________________________________________________________
 AA7115  X           -     170,879.766 (meters)                     COMP
 AA7115  Y           -  -5,369,681.438 (meters)                     COMP
 AA7115  Z           -   3,426,244.200 (meters)                     COMP
 AA7115  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA7115  ELLIP HEIGHT-          24.46  (meters)          (07/29/02) GPS OBS
 AA7115  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA7115
 AA7115  HORZ ORDER  -  FIRST
 AA7115  ELLP ORDER  -  FOURTH    CLASS I
 AA7115
 AA7115.The horizontal coordinates were established by GPS observations
 AA7115.and adjusted by the National Geodetic Survey in July 1995..
 AA7115
 AA7115.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7115.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7115
 AA7115.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7115
 AA7115.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7115
 AA7115.The ellipsoidal height was determined by GPS observations
 AA7115.and is referenced to NAD 83.
 AA7115
 AA7115.The geoid height was determined by GEOID03.
 AA7115
 AA7115;                    North         East     Units Scale Factor Converg.
 AA7115;SPC AL W     -   299,811.537   536,497.289   MT  0.99998304   -0 21 57.4
 AA7115;UTM  16      - 3,618,906.785   389,651.721   MT  0.99975015   -0 38 10.0
 AA7115
 AA7115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7115!SPC AL W     -   0.99999616  x   0.99998304  =   0.99997920
 AA7115!UTM  16      -   0.99999616  x   0.99975015  =   0.99974631
 AA7115
 AA7115                          SUPERSEDED SURVEY CONTROL
 AA7115
 AA7115  ELLIP H (07/21/95)   24.51   (m)                       GP(       ) 3 2
 AA7115  NGVD 29 (07/21/95)   53.4    (m)          175.     (f) GPS OBS        
 AA7115
 AA7115.Superseded values are not recommended for survey control.
 AA7115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7115.See file dsdata.txt to determine how the superseded data were derived.
 AA7115
 AA7115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8965218907(NAD 83)
 AA7115_MARKER: DD = SURVEY DISK
 AA7115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7115_STAMPING: 60-36 1994
 AA7115_MARK LOGO: ALHD  
 AA7115_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7115+STABILITY: SURFACE MOTION
 AA7115_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7115+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 AA7115
 AA7115  HISTORY     - Date     Condition        Report By
 AA7115  HISTORY     - 1994     MONUMENTED       ALHD
 AA7115  HISTORY     - 20050718 GOOD             ALDOT
 AA7115
 AA7115                          STATION DESCRIPTION
 AA7115
 AA7115'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7115'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7115'SUMTER COUNTY ROAD NO. 20, ABOUT 3.30 MI (5.31 KM) WEST-NORTHWEST OF
 AA7115'EPES AND ABOUT 4.10 MI (6.60 KM) NORTH OF LIVINGSTON. TO REACH THE
 AA7115'STATION FROM EXIT 23 ON I-20 AND I-59, DRIVE EAST ON SUMTER COUNTY
 AA7115'ROAD NO. 20 FOR 1.45 MI (2.33 KM) TO ALA 39 LEFT AND RIGHT (MILE POST
 AA7115'2.65 ON ALA 39), CONTINUE EAST ON SUMTER COUNTY ROAD NO. 20 FOR 0.65
 AA7115'MI (1.05 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA7115'NORTH OF A FOUR STRAND BARBED WIRE FENCE ON WOOD AND STEEL POSTS, 10.9
 AA7115'FT (3.3 M) WEST-NORTHWEST OF THE WEST CROSS TIE POST OF A METAL GATE,
 AA7115'18.5 FT (5.6 M) WEST OF THE CENTER OF A FIELD ROAD, 38.0 FT (11.6 M)
 AA7115'SOUTH OF THE CENTERLINE OF SUMTER COUNTY ROAD NO. 20, 86.8 FT (26.5 M)
 AA7115'SOUTH-SOUTHEAST OF THE EAST POST OF A CATTLE GAP IN THE FENCE LINE
 AA7115'ACROSS THE ROAD, 94.0 FT (28.7 M) SOUTH-SOUTHEAST OF AN ORANGE PVC
 AA7115'PIPE WITH A BLUE TOP ACROSS THE ROAD, 102.0 FT (31.1 M)
 AA7115'SOUTH-SOUTHEAST OF A BLUE CONCRETE WATER VALVE MARKER ACROSS THE ROAD,
 AA7115'3.0 FT (0.9 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA7115'FLUSH WITH THE GROUND. STATION 60-35 1994 MAY BE USED AS AN AZIMUTH
 AA7115'FOR THIS STATION.
 AA7115
 AA7115                          STATION RECOVERY (2005)
 AA7115
 AA7115'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7115'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7116 ***********************************************************************
 AA7116  DESIGNATION -  60 37
 AA7116  PID         -  AA7116
 AA7116  STATE/COUNTY-  AL/SUMTER
 AA7116  USGS QUAD   -  EMELLE (1987)
 AA7116
 AA7116                         *CURRENT SURVEY CONTROL
 AA7116  ___________________________________________________________________
 AA7116* NAD 83(1992)-  32 41 53.56913(N)    088 18 36.21781(W)     ADJUSTED  
 AA7116* NAVD 88     -        66.6    (meters)     219.     (feet)  VERTCON   
 AA7116  ___________________________________________________________________
 AA7116  X           -     158,443.701 (meters)                     COMP
 AA7116  Y           -  -5,370,324.026 (meters)                     COMP
 AA7116  Z           -   3,425,861.971 (meters)                     COMP
 AA7116  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 AA7116  ELLIP HEIGHT-          37.71  (meters)          (07/29/02) GPS OBS
 AA7116  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA7116
 AA7116  HORZ ORDER  -  FIRST
 AA7116  ELLP ORDER  -  FOURTH    CLASS I
 AA7116
 AA7116.The horizontal coordinates were established by GPS observations
 AA7116.and adjusted by the National Geodetic Survey in July 1995..
 AA7116
 AA7116.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7116.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7116
 AA7116.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7116
 AA7116.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7116
 AA7116.The ellipsoidal height was determined by GPS observations
 AA7116.and is referenced to NAD 83.
 AA7116
 AA7116.The geoid height was determined by GEOID03.
 AA7116
 AA7116;                    North         East     Units Scale Factor Converg.
 AA7116;SPC AL W     -   299,436.131   524,044.574   MT  1.00000445   -0 26 15.5
 AA7116;UTM  16      - 3,618,590.176   377,200.186   MT  0.99978594   -0 42 28.1
 AA7116
 AA7116!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7116!SPC AL W     -   0.99999408  x   1.00000445  =   0.99999853
 AA7116!UTM  16      -   0.99999408  x   0.99978594  =   0.99978002
 AA7116
 AA7116:                Primary Azimuth Mark                     Grid Az
 AA7116:SPC AL W     -  60 38                                    342 57 57.4
 AA7116:UTM  16      -  60 38                                    343 14 10.0
 AA7116
 AA7116|---------------------------------------------------------------------|
 AA7116| PID    Reference Object                     Distance      Geod. Az  |
 AA7116|                                                           dddmmss.s |
 AA7116| AA7117 60 38                               APPROX. 0.5 KM 3423141.9 |
 AA7116|---------------------------------------------------------------------|
 AA7116
 AA7116                          SUPERSEDED SURVEY CONTROL
 AA7116
 AA7116  ELLIP H (07/21/95)   37.76   (m)                       GP(       ) 3 2
 AA7116  NGVD 29 (07/21/95)   66.6    (m)          219.     (f) GPS OBS        
 AA7116
 AA7116.Superseded values are not recommended for survey control.
 AA7116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7116.See file dsdata.txt to determine how the superseded data were derived.
 AA7116
 AA7116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7720018590(NAD 83)
 AA7116_MARKER: DD = SURVEY DISK
 AA7116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7116_STAMPING: 60-37 1994
 AA7116_MARK LOGO: ALHD  
 AA7116_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7116+STABILITY: SURFACE MOTION
 AA7116_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7116+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7116
 AA7116  HISTORY     - Date     Condition        Report By
 AA7116  HISTORY     - 1994     MONUMENTED       ALHD
 AA7116
 AA7116                          STATION DESCRIPTION
 AA7116
 AA7116'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7116'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7116'ALA 17, ABOUT 10.55 MI (16.98 KM) NORTHWEST OF LIVINGSTON AND ABOUT
 AA7116'12.30 MI (19.79 KM) SOUTHWEST OF GAINSVILLE. TO REACH THE STATION FROM
 AA7116'EXIT 8 ON I-20 AND I-59 (MILE POST 144.20 ON ALA 17) IN YORK, DRIVE
 AA7116'NORTH ON ALA 17 FOR 12.25 MI (19.71 KM) TO THE STATION ON THE LEFT.
 AA7116'THE STATION IS 3.1 FT (0.9 M) EAST-NORTHEAST OF A HOG WIRE FENCE WITH
 AA7116'TWO STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 47.1 FT (14.4 M)
 AA7116'WEST-SOUTHWEST OF THE CENTERLINE OF ALA 17, 98.7 FT (30.1 M)
 AA7116'WEST-NORTHWEST OF A GRAPHIC CROSS ROAD SIGN ACROSS THE ROAD, 141.2 FT
 AA7116'(43.0 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. SS ACROSS THE
 AA7116'ROAD, 142.1 FT (43.3 M) WEST-NORTHWEST OF A BURIED CABLE WARNING SIGN
 AA7116'ACROSS THE ROAD, 165.6 FT (50.5 M) NORTH-NORTHWEST OF A THREE AMBER
 AA7116'REFLECTOR SIGN, 167.3 FT (51.0 M) NORTH-NORTHWEST OF THE SOUTH END OF
 AA7116'THE WEST HEADWALL OF A TWENTY FOUR-INCH CONCRETE PIPE UNDER ALA 17,
 AA7116'3.2 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7116'WITH THE GROUND. STATION 60-38 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7116'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7117 ***********************************************************************
 AA7117  DESIGNATION -  60 38
 AA7117  PID         -  AA7117
 AA7117  STATE/COUNTY-  AL/SUMTER
 AA7117  USGS QUAD   -  EMELLE (1987)
 AA7117
 AA7117                         *CURRENT SURVEY CONTROL
 AA7117  ___________________________________________________________________
 AA7117* NAD 83(1992)-  32 42 09.24864(N)    088 18 42.05484(W)     ADJUSTED  
 AA7117* NAVD 88     -        68.4    (meters)     224.     (feet)  VERTCON   
 AA7117  ___________________________________________________________________
 AA7117  X           -     158,284.083 (meters)                     COMP
 AA7117  Y           -  -5,370,069.129 (meters)                     COMP
 AA7117  Z           -   3,426,269.367 (meters)                     COMP
 AA7117  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AA7117  ELLIP HEIGHT-          39.44  (meters)          (07/29/02) GPS OBS
 AA7117  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA7117
 AA7117  HORZ ORDER  -  FIRST
 AA7117  ELLP ORDER  -  FOURTH    CLASS I
 AA7117
 AA7117.The horizontal coordinates were established by GPS observations
 AA7117.and adjusted by the National Geodetic Survey in July 1995..
 AA7117
 AA7117.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7117
 AA7117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7117
 AA7117.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7117
 AA7117.The ellipsoidal height was determined by GPS observations
 AA7117.and is referenced to NAD 83.
 AA7117
 AA7117.The geoid height was determined by GEOID03.
 AA7117
 AA7117;                    North         East     Units Scale Factor Converg.
 AA7117;SPC AL W     -   299,920.294   523,896.236   MT  1.00000472   -0 26 18.8
 AA7117;UTM  16      - 3,619,074.927   377,054.164   MT  0.99978639   -0 42 31.5
 AA7117
 AA7117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7117!SPC AL W     -   0.99999381  x   1.00000472  =   0.99999853
 AA7117!UTM  16      -   0.99999381  x   0.99978639  =   0.99978020
 AA7117
 AA7117:                Primary Azimuth Mark                     Grid Az
 AA7117:SPC AL W     -  60 37                                    162 57 57.6
 AA7117:UTM  16      -  60 37                                    163 14 10.3
 AA7117
 AA7117|---------------------------------------------------------------------|
 AA7117| PID    Reference Object                     Distance      Geod. Az  |
 AA7117|                                                           dddmmss.s |
 AA7117| AA7116 60 37                               APPROX. 0.5 KM 1623138.8 |
 AA7117|---------------------------------------------------------------------|
 AA7117
 AA7117                          SUPERSEDED SURVEY CONTROL
 AA7117
 AA7117  ELLIP H (07/21/95)   39.48   (m)                       GP(       ) 3 2
 AA7117  NGVD 29 (07/21/95)   68.3    (m)          224.     (f) GPS OBS        
 AA7117
 AA7117.Superseded values are not recommended for survey control.
 AA7117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7117.See file dsdata.txt to determine how the superseded data were derived.
 AA7117
 AA7117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7705419075(NAD 83)
 AA7117_MARKER: DD = SURVEY DISK
 AA7117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7117_STAMPING: 60-38 1994
 AA7117_MARK LOGO: ALHD  
 AA7117_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7117+STABILITY: SURFACE MOTION
 AA7117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7117+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7117
 AA7117  HISTORY     - Date     Condition        Report By
 AA7117  HISTORY     - 1994     MONUMENTED       ALHD
 AA7117
 AA7117                          STATION DESCRIPTION
 AA7117
 AA7117'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7117'THE STATION IS LOCATED IN SUMTER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7117'ALA 17, ABOUT 10.85 MI (17.46 KM) NORTHWEST OF LIVINGSTON AND ABOUT
 AA7117'12.15 MI (19.55 KM) SOUTHWEST OF GAINSVILLE. TO REACH THE STATION FROM
 AA7117'EXIT 8 ON I-20 AND I-59 (MILE POST 144.20 ON ALA 17) IN YORK, DRIVE
 AA7117'NORTH ON ALA 17 FOR 12.55 MI (20.20 KM) TO THE STATION ON THE RIGHT.
 AA7117'THE STATION IS 2.7 FT (0.8 M) WEST-SOUTHWEST OF A FOUR STRAND BARBED
 AA7117'WIRE FENCE ON OLD WOOD POSTS, 50.2 FT (15.3 M) EAST-NORTHEAST OF THE
 AA7117'CENTERLINE OF ALA 17, 151.6 FT (46.2 M) NORTH-NORTHEAST OF A BURIED
 AA7117'CABLE WARNING SIGN ACROSS THE ROAD, 169.2 FT (51.6 M) NORTH OF A POWER
 AA7117'POLE ACROSS THE ROAD, 3.0 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS
 AA7117'POST, AND SET FLUSH WITH THE GROUND. STATION 60-37 1994 MAY BE USED AS
 AA7117'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7118 ***********************************************************************
 AA7118  DESIGNATION -  60 39
 AA7118  PID         -  AA7118
 AA7118  STATE/COUNTY-  AL/SUMTER
 AA7118  USGS QUAD   -  GEIGER (1973)
 AA7118
 AA7118                         *CURRENT SURVEY CONTROL
 AA7118  ___________________________________________________________________
 AA7118* NAD 83(1992)-  32 47 11.69574(N)    088 18 47.54543(W)     ADJUSTED  
 AA7118* NAVD 88     -        62.0    (meters)     203.     (feet)  VERTCON   
 AA7118  ___________________________________________________________________
 AA7118  X           -     157,992.633 (meters)                     COMP
 AA7118  Y           -  -5,365,030.557 (meters)                     COMP
 AA7118  Z           -   3,434,102.413 (meters)                     COMP
 AA7118  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AA7118  ELLIP HEIGHT-          33.02  (meters)          (07/29/02) GPS OBS
 AA7118  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AA7118
 AA7118  HORZ ORDER  -  FIRST
 AA7118  ELLP ORDER  -  FOURTH    CLASS I
 AA7118
 AA7118.The horizontal coordinates were established by GPS observations
 AA7118.and adjusted by the National Geodetic Survey in July 1995..
 AA7118
 AA7118.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7118.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7118
 AA7118.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7118
 AA7118.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7118
 AA7118.The ellipsoidal height was determined by GPS observations
 AA7118.and is referenced to NAD 83.
 AA7118
 AA7118.The geoid height was determined by GEOID03.
 AA7118
 AA7118;                    North         East     Units Scale Factor Converg.
 AA7118;SPC AL W     -   309,238.205   523,824.762   MT  1.00000486   -0 26 25.4
 AA7118;UTM  16      - 3,628,391.038   377,026.690   MT  0.99978647   -0 42 40.3
 AA7118
 AA7118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7118!SPC AL W     -   0.99999482  x   1.00000486  =   0.99999968
 AA7118!UTM  16      -   0.99999482  x   0.99978647  =   0.99978129
 AA7118
 AA7118                          SUPERSEDED SURVEY CONTROL
 AA7118
 AA7118  ELLIP H (07/21/95)   33.07   (m)                       GP(       ) 3 2
 AA7118  NGVD 29 (07/21/95)   62.0    (m)          203.     (f) GPS OBS        
 AA7118
 AA7118.Superseded values are not recommended for survey control.
 AA7118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7118.See file dsdata.txt to determine how the superseded data were derived.
 AA7118
 AA7118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7702728391(NAD 83)
 AA7118_MARKER: DD = SURVEY DISK
 AA7118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7118_STAMPING: 60-39 1994
 AA7118_MARK LOGO: ALHD  
 AA7118_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7118_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7118+STABILITY: SURFACE MOTION
 AA7118_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7118+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7118
 AA7118  HISTORY     - Date     Condition        Report By
 AA7118  HISTORY     - 1994     MONUMENTED       ALHD
 AA7118
 AA7118                          STATION DESCRIPTION
 AA7118
 AA7118'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7118'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7118'ALA 17, ABOUT 5.65 MI (9.09 KM) SOUTH OF GEIGER AND ABOUT 9.25 MI
 AA7118'(14.89 KM) WEST-SOUTHWEST OF GAINSVILLE. TO REACH THE STATION FROM
 AA7118'EXIT 8 ON I-20 AND I-59 (MILE POST 144.20 ON ALA 17) IN YORK, DRIVE
 AA7118'NORTH ON ALA 17 FOR 18.30 MI (29.45 KM) TO MILE POST 162.50 AND THE
 AA7118'STATION ON THE LEFT. THE STATION IS 48.0 FT (14.6 M) EAST OF THE
 AA7118'CENTER OF A GRAVEL DRIVEWAY, 49.3 FT (15.0 M) WEST OF THE CENTERLINE
 AA7118'OF ALA 17, 126.0 FT (38.4 M) NORTH OF A JUNCTION POWER POLE, 128.2 FT
 AA7118'(39.1 M) NORTH OF A CABLE POLE, 131.8 FT (40.2 M) SOUTH-SOUTHEAST OF
 AA7118'THE EAST POST OF A 40 FT (12.2 M) CHAIN LINK GATE, 133.0 FT (40.5 M)
 AA7118'SOUTHEAST OF THE WEST POST OF A 40 FT (12.2 M) CHAIN LINK GATE, 2.0 FT
 AA7118'(0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7118'GROUND. STATION 60-40 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1601 ***********************************************************************
 CO1601  DESIGNATION -  60 4
 CO1601  PID         -  CO1601
 CO1601  STATE/COUNTY-  AL/SUMTER
 CO1601  USGS QUAD   -  LIVINGSTON (1986)
 CO1601
 CO1601                         *CURRENT SURVEY CONTROL
 CO1601  ___________________________________________________________________
 CO1601* NAD 83(1992)-  32 33 47.65978(N)    088 08 16.29489(W)     ADJUSTED  
 CO1601* NAVD 88     -        60.0    (meters)     197.     (feet)  VERTCON   
 CO1601  ___________________________________________________________________
 CO1601  X           -     174,845.414 (meters)                     COMP
 CO1601  Y           -  -5,377,885.210 (meters)                     COMP
 CO1601  Z           -   3,413,252.553 (meters)                     COMP
 CO1601  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CO1601  ELLIP HEIGHT-          31.23  (meters)          (07/29/02) GPS OBS
 CO1601  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CO1601
 CO1601  HORZ ORDER  -  FIRST
 CO1601  ELLP ORDER  -  FOURTH    CLASS I
 CO1601
 CO1601.The horizontal coordinates were established by GPS observations
 CO1601.and adjusted by the National Geodetic Survey in December 1992..
 CO1601
 CO1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1601
 CO1601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1601
 CO1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1601
 CO1601.The ellipsoidal height was determined by GPS observations
 CO1601.and is referenced to NAD 83.
 CO1601
 CO1601.The geoid height was determined by GEOID03.
 CO1601
 CO1601;                    North         East     Units Scale Factor Converg.
 CO1601;SPC AL W     -   284,358.091   540,101.467   MT  0.99997756   -0 20 36.0
 CO1601;UTM  16      - 3,603,440.180   393,182.295   MT  0.99974070   -0 36 45.0
 CO1601
 CO1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1601!SPC AL W     -   0.99999510  x   0.99997756  =   0.99997266
 CO1601!UTM  16      -   0.99999510  x   0.99974070  =   0.99973580
 CO1601
 CO1601|---------------------------------------------------------------------|
 CO1601| PID    Reference Object                     Distance      Geod. Az  |
 CO1601|                                                           dddmmss.s |
 CO1601| CO1600 60 3                                350.817 METERS 14144     |
 CO1601|---------------------------------------------------------------------|
 CO1601
 CO1601                          SUPERSEDED SURVEY CONTROL
 CO1601
 CO1601  ELLIP H (12/04/92)   31.29   (m)                       GP(       ) 4 1
 CO1601  NAD 83(1986)-  32 33 47.66798(N)    088 08 16.30536(W) AD(       ) 1
 CO1601  NGVD 29 (12/04/92)   60.0    (m)          197.     (f) GPS OBS        
 CO1601
 CO1601.Superseded values are not recommended for survey control.
 CO1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1601.See file dsdata.txt to determine how the superseded data were derived.
 CO1601
 CO1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9318203440(NAD 83)
 CO1601_MARKER: DD = SURVEY DISK
 CO1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1601_SP_SET: CONCRETE POST
 CO1601_STAMPING: 60-4 1990
 CO1601_MARK LOGO: ALHD  
 CO1601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1601+STABILITY: SURFACE MOTION
 CO1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1601+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 CO1601
 CO1601  HISTORY     - Date     Condition        Report By
 CO1601  HISTORY     - 1990     MONUMENTED       ALHD
 CO1601  HISTORY     - 19910327 GOOD
 CO1601
 CO1601                          STATION DESCRIPTION
 CO1601
 CO1601'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1601'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTHWEST RIGHT OF WAY
 CO1601'OF ALA 28, ABOUT 4.51 KM (2.80 MI) EAST - SOUTHEAST OF LIVINGSTON AND
 CO1601'ABOUT 17.06 KM (10.60 MI) NORTHEAST OF YORK.
 CO1601'TO REACH THE STATION FROM THE JUNCTION OF U. S. 11 AND ALA 28 EAST
 CO1601'(MILE POST 9.70 ON ALA 28) IN LIVINGSTON, DRIVE EAST ON ALA 28 5.31
 CO1601'KM (3.30 MI) TO MILE POST 13.00 AND THE STATION ON THE RIGHT.
 CO1601'THE STATION IS 0.91 M (2.99 FT) NORTHEAST OF A FIVE STRAND BARBED WIRE
 CO1601'FENCE ON OLD WOOD POSTS, 11.46 M (37.60 FT) SOUTHWEST OF THE
 CO1601'CENTERLINE OF ALA 28, 18.59 M (60.99 FT) SOUTHEAST OF A FENCE
 CO1601'JUNCTION, 19.75 M (64.80 FT) SOUTH - SOUTHEAST OF MILE POST 13, 22.92
 CO1601'M (75.20 FT) NORTHWEST OF THE NORTHWEST POST OF A CATTLE GAP, 26.67 M
 CO1601'(87.50 FT) SOUTHEAST OF A POWER POLE, 1.01 M (3.31 FT) NORTHEAST OF A
 CO1601'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CO1601'STATION 60-3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1601
 CO1601                          STATION RECOVERY (1991)
 CO1601
 CO1601'RECOVERED 1991
 CO1601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7119 ***********************************************************************
 AA7119  DESIGNATION -  60 40
 AA7119  PID         -  AA7119
 AA7119  STATE/COUNTY-  AL/SUMTER
 AA7119  USGS QUAD   -  GEIGER (1973)
 AA7119
 AA7119                         *CURRENT SURVEY CONTROL
 AA7119  ___________________________________________________________________
 AA7119* NAD 83(1992)-  32 47 41.64449(N)    088 18 46.44513(W)     ADJUSTED  
 AA7119* NAVD 88     -        55.0    (meters)     180.     (feet)  VERTCON   
 AA7119  ___________________________________________________________________
 AA7119  X           -     158,006.370 (meters)                     COMP
 AA7119  Y           -  -5,364,524.437 (meters)                     COMP
 AA7119  Z           -   3,434,874.235 (meters)                     COMP
 AA7119  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 AA7119  ELLIP HEIGHT-          26.07  (meters)          (07/29/02) GPS OBS
 AA7119  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 AA7119
 AA7119  HORZ ORDER  -  FIRST
 AA7119  ELLP ORDER  -  FOURTH    CLASS I
 AA7119
 AA7119.The horizontal coordinates were established by GPS observations
 AA7119.and adjusted by the National Geodetic Survey in July 1995..
 AA7119
 AA7119.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7119
 AA7119.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7119
 AA7119.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7119
 AA7119.The ellipsoidal height was determined by GPS observations
 AA7119.and is referenced to NAD 83.
 AA7119
 AA7119.The geoid height was determined by GEOID03.
 AA7119
 AA7119;                    North         East     Units Scale Factor Converg.
 AA7119;SPC AL W     -   310,160.556   523,860.482   MT  1.00000479   -0 26 25.1
 AA7119;UTM  16      - 3,629,313.008   377,066.761   MT  0.99978634   -0 42 40.3
 AA7119
 AA7119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7119!SPC AL W     -   0.99999591  x   1.00000479  =   1.00000070
 AA7119!UTM  16      -   0.99999591  x   0.99978634  =   0.99978225
 AA7119
 AA7119                          SUPERSEDED SURVEY CONTROL
 AA7119
 AA7119  ELLIP H (07/21/95)   26.12   (m)                       GP(       ) 3 2
 AA7119  NGVD 29 (07/21/95)   55.0    (m)          180.     (f) GPS OBS        
 AA7119
 AA7119.Superseded values are not recommended for survey control.
 AA7119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7119.See file dsdata.txt to determine how the superseded data were derived.
 AA7119
 AA7119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7706729313(NAD 83)
 AA7119_MARKER: DD = SURVEY DISK
 AA7119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7119_STAMPING: 60-40 1994
 AA7119_MARK LOGO: ALHD  
 AA7119_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7119+STABILITY: SURFACE MOTION
 AA7119_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7119+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7119
 AA7119  HISTORY     - Date     Condition        Report By
 AA7119  HISTORY     - 1994     MONUMENTED       ALHD
 AA7119
 AA7119                          STATION DESCRIPTION
 AA7119
 AA7119'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7119'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7119'ALA 17, ABOUT 5.05 MI (8.13 KM) SOUTH OF GEIGER AND ABOUT 9.10 MI
 AA7119'(14.64 KM) WEST-SOUTHWEST OF GAINSVILLE. TO REACH THE STATION FROM
 AA7119'EXIT 8 ON I-20 AND I-59 (MILE POST 144.20 ON ALA 17) IN YORK, DRIVE
 AA7119'NORTH ON ALA 17 FOR 18.85 MI (30.34 KM) TO MILE POST 163.05 AND THE
 AA7119'STATION ON THE LEFT. THE STATION IS 41.0 FT (12.5 M) NORTH OF A
 AA7119'BARRIER LINE MARKER SIGN, 52.4 FT (16.0 M) WEST OF THE CENTERLINE OF
 AA7119'ALA 17, 122.2 FT (37.2 M) NORTH OF A BIRD HOUSE ON A PIPE POST, 134.5
 AA7119'FT (41.0 M) SOUTH OF THE SOUTH END OF THE WEST HEADWALL OF A FOUR BY
 AA7119'FOUR FOOT CONCRETE CULVERT UNDER ALA 17, 150.7 FT (45.9 M) NORTH OF
 AA7119'THE NORTH POST OF A CABLE GATE, 160.2 FT (48.8 M) SOUTH OF A CABLE
 AA7119'WARNING SIGN, 187.7 FT (57.2 M) NORTH OF A BURIED CABLE WARNING SIGN,
 AA7119'188.8 FT (57.5 M) NORTH OF THE SOUTH POST OF A CABLE GATE, 207.0 FT
 AA7119'(63.1 M) NORTH-NORTHWEST OF MILE POST 163 ACROSS THE ROAD, 239.4 FT
 AA7119'(73.0 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 225, 241.3 FT (73.5 M)
 AA7119'NORTH OF JUNCTION POWER AND CABLE POLE NO. 225, 275.0 FT (83.8 M)
 AA7119'SOUTH OF JUNCTION POWER AND CABLE POLE NO. 228, 225.0 FT (68.6 M)
 AA7119'SOUTH OF TELEPHONE CABLE PEDESTAL NO. 228, 1.8 FT (0.5 M) EAST OF A
 AA7119'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 60-39
 AA7119'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7120 ***********************************************************************
 AA7120  DESIGNATION -  60 41
 AA7120  PID         -  AA7120
 AA7120  STATE/COUNTY-  AL/SUMTER
 AA7120  USGS QUAD   -  GAINESVILLE (1986)
 AA7120
 AA7120                         *CURRENT SURVEY CONTROL
 AA7120  ___________________________________________________________________
 AA7120* NAD 83(1992)-  32 46 58.32258(N)    088 10 00.14837(W)     ADJUSTED  
 AA7120* NAVD 88     -        49.9    (meters)     164.     (feet)  VERTCON   
 AA7120  ___________________________________________________________________
 AA7120  X           -     171,716.720 (meters)                     COMP
 AA7120  Y           -  -5,364,821.777 (meters)                     COMP
 AA7120  Z           -   3,433,749.469 (meters)                     COMP
 AA7120  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 AA7120  ELLIP HEIGHT-          20.84  (meters)          (07/29/02) GPS OBS
 AA7120  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AA7120
 AA7120  HORZ ORDER  -  FIRST
 AA7120  ELLP ORDER  -  FOURTH    CLASS I
 AA7120
 AA7120.The horizontal coordinates were established by GPS observations
 AA7120.and adjusted by the National Geodetic Survey in July 1995..
 AA7120
 AA7120.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7120.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7120
 AA7120.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7120
 AA7120.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7120
 AA7120.The ellipsoidal height was determined by GPS observations
 AA7120.and is referenced to NAD 83.
 AA7120
 AA7120.The geoid height was determined by GEOID03.
 AA7120
 AA7120;                    North         East     Units Scale Factor Converg.
 AA7120;SPC AL W     -   308,730.273   537,545.415   MT  0.99998141   -0 21 39.6
 AA7120;UTM  16      - 3,627,818.392   390,741.685   MT  0.99974719   -0 37 54.4
 AA7120
 AA7120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7120!SPC AL W     -   0.99999673  x   0.99998141  =   0.99997814
 AA7120!UTM  16      -   0.99999673  x   0.99974719  =   0.99974392
 AA7120
 AA7120:                Primary Azimuth Mark                     Grid Az
 AA7120:SPC AL W     -  60 42                                    013 41 11.4
 AA7120:UTM  16      -  60 42                                    013 57 26.2
 AA7120
 AA7120|---------------------------------------------------------------------|
 AA7120| PID    Reference Object                     Distance      Geod. Az  |
 AA7120|                                                           dddmmss.s |
 AA7120| AA7121 60 42                               APPROX. 0.6 KM 0131931.8 |
 AA7120|---------------------------------------------------------------------|
 AA7120
 AA7120                          SUPERSEDED SURVEY CONTROL
 AA7120
 AA7120  ELLIP H (07/21/95)   20.89   (m)                       GP(       ) 3 2
 AA7120  NGVD 29 (07/21/95)   49.9    (m)          164.     (f) GPS OBS        
 AA7120
 AA7120.Superseded values are not recommended for survey control.
 AA7120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7120.See file dsdata.txt to determine how the superseded data were derived.
 AA7120
 AA7120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9074227818(NAD 83)
 AA7120_MARKER: DD = SURVEY DISK
 AA7120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7120_STAMPING: 60-41 1994
 AA7120_MARK LOGO: ALHD  
 AA7120_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7120+STABILITY: SURFACE MOTION
 AA7120_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7120+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7120
 AA7120  HISTORY     - Date     Condition        Report By
 AA7120  HISTORY     - 1994     MONUMENTED       ALHD
 AA7120
 AA7120                          STATION DESCRIPTION
 AA7120
 AA7120'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7120'THE STATION IS LOCATED IN SUMTER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7120'ALA 39, ABOUT 2.75 MI (4.43 KM) SOUTH OF GAINSVILLE AND ABOUT 6.40 MI
 AA7120'(10.30 KM) NORTH-NORTHWEST OF EPES. TO REACH THE STATION FROM EXIT 23
 AA7120'ON I-20 AND I-59, DRIVE EAST ON SUMTER COUNTY ROAD NO. 20 FOR 1.45 MI
 AA7120'(2.33 KM) TO ALA 39 LEFT AND RIGHT (MILE POST 2.65 ON ALA 39), TURN
 AA7120'RIGHT ON ALA 39 AND DRIVE NORTH FOR 5.55 MI (8.93 KM) TO MILE POST
 AA7120'8.20 AND THE STATION ON THE RIGHT. THE STATION IS 2.8 FT (0.9 M) WEST
 AA7120'OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON WOOD POSTS,
 AA7120'47.6 FT (14.5 M) EAST OF THE CENTERLINE OF ALA 39, 122.0 FT (37.2 M)
 AA7120'SOUTHEAST OF THE POST AT THE SOUTH END OF A CATTLE GUARD ACROSS THE
 AA7120'ROAD, 129.5 FT (39.5 M) NORTH OF A JUNCTION POWER POLE, 135.0 FT (41.1
 AA7120'M) SOUTHEAST OF THE POST AT THE NORTH END OF A CATTLE GUARD ACROSS THE
 AA7120'ROAD, 200.8 FT (61.2 M) NORTH OF BARRIER LINE MARKER SIGN, 212.0 FT
 AA7120'(64.6 M) NORTH OF THE NORTH POST OF A METAL GATE, 219.0 FT (66.8 M)
 AA7120'NORTH OF THE CENTER OF A FIELD ROAD, 2.7 FT (0.8 M) WEST OF A
 AA7120'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 60-42
 AA7120'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7121 ***********************************************************************
 AA7121  DESIGNATION -  60 42
 AA7121  PID         -  AA7121
 AA7121  STATE/COUNTY-  AL/SUMTER
 AA7121  USGS QUAD   -  GAINESVILLE (1986)
 AA7121
 AA7121                         *CURRENT SURVEY CONTROL
 AA7121  ___________________________________________________________________
 AA7121* NAD 83(1992)-  32 47 17.13208(N)    088 09 54.87394(W)     ADJUSTED  
 AA7121* NAVD 88     -        50.3    (meters)     165.     (feet)  VERTCON   
 AA7121  ___________________________________________________________________
 AA7121  X           -     171,843.870 (meters)                     COMP
 AA7121  Y           -  -5,364,504.133 (meters)                     COMP
 AA7121  Z           -   3,434,236.836 (meters)                     COMP
 AA7121  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AA7121  ELLIP HEIGHT-          21.26  (meters)          (07/29/02) GPS OBS
 AA7121  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 AA7121
 AA7121  HORZ ORDER  -  FIRST
 AA7121  ELLP ORDER  -  FOURTH    CLASS I
 AA7121
 AA7121.The horizontal coordinates were established by GPS observations
 AA7121.and adjusted by the National Geodetic Survey in July 1995..
 AA7121
 AA7121.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7121
 AA7121.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7121
 AA7121.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7121
 AA7121.The ellipsoidal height was determined by GPS observations
 AA7121.and is referenced to NAD 83.
 AA7121
 AA7121.The geoid height was determined by GEOID03.
 AA7121
 AA7121;                    North         East     Units Scale Factor Converg.
 AA7121;SPC AL W     -   309,308.827   537,686.307   MT  0.99998120   -0 21 36.9
 AA7121;UTM  16      - 3,628,396.138   390,885.277   MT  0.99974681   -0 37 51.9
 AA7121
 AA7121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7121!SPC AL W     -   0.99999666  x   0.99998120  =   0.99997786
 AA7121!UTM  16      -   0.99999666  x   0.99974681  =   0.99974347
 AA7121
 AA7121:                Primary Azimuth Mark                     Grid Az
 AA7121:SPC AL W     -  60 41                                    193 41 11.6
 AA7121:UTM  16      -  60 41                                    193 57 26.6
 AA7121
 AA7121|---------------------------------------------------------------------|
 AA7121| PID    Reference Object                     Distance      Geod. Az  |
 AA7121|                                                           dddmmss.s |
 AA7121| AA7120 60 41                               APPROX. 0.6 KM 1931934.7 |
 AA7121|---------------------------------------------------------------------|
 AA7121
 AA7121                          SUPERSEDED SURVEY CONTROL
 AA7121
 AA7121  ELLIP H (07/21/95)   21.31   (m)                       GP(       ) 3 2
 AA7121  NGVD 29 (07/21/95)   50.3    (m)          165.     (f) GPS OBS        
 AA7121
 AA7121.Superseded values are not recommended for survey control.
 AA7121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7121.See file dsdata.txt to determine how the superseded data were derived.
 AA7121
 AA7121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9088528396(NAD 83)
 AA7121_MARKER: DD = SURVEY DISK
 AA7121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7121_STAMPING: 60-42 1994
 AA7121_MARK LOGO: ALHD  
 AA7121_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7121+STABILITY: SURFACE MOTION
 AA7121_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7121+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7121
 AA7121  HISTORY     - Date     Condition        Report By
 AA7121  HISTORY     - 1994     MONUMENTED       ALHD
 AA7121
 AA7121                          STATION DESCRIPTION
 AA7121
 AA7121'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7121'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7121'ALA 39, ABOUT 2.30 MI (3.70 KM) SOUTH OF GAINSVILLE AND ABOUT 6.80 MI
 AA7121'(10.94 KM) NORTH-NORTHWEST OF EPES. TO REACH THE STATION FROM EXIT 23
 AA7121'ON I-20 AND I-59, DRIVE EAST ON SUMTER COUNTY ROAD NO. 20 FOR 1.45 MI
 AA7121'(2.33 KM) TO ALA 39 LEFT AND RIGHT (MILE POST 2.65 ON ALA 39), TURN
 AA7121'RIGHT ON ALA 39 AND DRIVE NORTH FOR 5.95 MI (9.58 KM) TO MILE POST
 AA7121'8.60 AND THE STATION ON THE LEFT. THE STATION IS 2.8 FT (0.9 M)
 AA7121'EAST-SOUTHEAST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA7121'OLD WOOD POSTS, 47.0 FT (14.3 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AA7121'ALA 39, 75.3 FT (23.0 M) WEST-NORTHWEST OF A METAL WITNESS POST ACROSS
 AA7121'THE ROAD, 75.8 FT (23.1 M) WEST-NORTHWEST OF BENCH MARK W 203 1946
 AA7121'ACROSS THE ROAD, 115.2 FT (35.1 M) NORTHWEST OF A JUNCTION POWER POLE
 AA7121'ACROSS THE ROAD, 119.3 FT (36.4 M) NORTHWEST OF A BARRIER LINE MARKER
 AA7121'SIGN ACROSS THE ROAD, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST,
 AA7121'AND SET FLUSH WITH THE GROUND. STATION 60-41 1994 MAY BE USED AS AN
 AA7121'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7122 ***********************************************************************
 AA7122  DESIGNATION -  60 43
 AA7122  PID         -  AA7122
 AA7122  STATE/COUNTY-  AL/SUMTER
 AA7122  USGS QUAD   -  WARSAW (1987)
 AA7122
 AA7122                         *CURRENT SURVEY CONTROL
 AA7122  ___________________________________________________________________
 AA7122* NAD 83(1992)-  32 57 40.34286(N)    088 11 45.52278(W)     ADJUSTED  
 AA7122* NAVD 88     -        36.5    (meters)     120.     (feet)  VERTCON   
 AA7122  ___________________________________________________________________
 AA7122  X           -     168,637.677 (meters)                     COMP
 AA7122  Y           -  -5,354,168.041 (meters)                     COMP
 AA7122  Z           -   3,450,353.675 (meters)                     COMP
 AA7122  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 AA7122  ELLIP HEIGHT-           7.54  (meters)          (07/29/02) GPS OBS
 AA7122  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA7122
 AA7122  HORZ ORDER  -  FIRST
 AA7122  ELLP ORDER  -  FOURTH    CLASS I
 AA7122
 AA7122.The horizontal coordinates were established by GPS observations
 AA7122.and adjusted by the National Geodetic Survey in July 1995..
 AA7122
 AA7122.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7122
 AA7122.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7122
 AA7122.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7122
 AA7122.The ellipsoidal height was determined by GPS observations
 AA7122.and is referenced to NAD 83.
 AA7122
 AA7122.The geoid height was determined by GEOID03.
 AA7122
 AA7122;                    North         East     Units Scale Factor Converg.
 AA7122;SPC AL W     -   328,525.395   534,933.798   MT  0.99998552   -0 22 43.2
 AA7122;UTM  16      - 3,647,621.052   388,224.461   MT  0.99975405   -0 39 02.8
 AA7122
 AA7122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7122!SPC AL W     -   0.99999882  x   0.99998552  =   0.99998434
 AA7122!UTM  16      -   0.99999882  x   0.99975405  =   0.99975287
 AA7122
 AA7122|---------------------------------------------------------------------|
 AA7122| PID    Reference Object                     Distance      Geod. Az  |
 AA7122|                                                           dddmmss.s |
 AA7122| AA7123 60 44                               384.900 METERS 08849     |
 AA7122|---------------------------------------------------------------------|
 AA7122
 AA7122                          SUPERSEDED SURVEY CONTROL
 AA7122
 AA7122  ELLIP H (07/21/95)    7.60   (m)                       GP(       ) 3 2
 AA7122  NGVD 29 (07/21/95)   36.5    (m)          120.     (f) GPS OBS        
 AA7122
 AA7122.Superseded values are not recommended for survey control.
 AA7122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7122.See file dsdata.txt to determine how the superseded data were derived.
 AA7122
 AA7122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8822447621(NAD 83)
 AA7122_MARKER: DD = SURVEY DISK
 AA7122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7122_STAMPING: 60-43 1994
 AA7122_MARK LOGO: ALHD  
 AA7122_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7122+STABILITY: SURFACE MOTION
 AA7122_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7122+SATELLITE: SATELLITE OBSERVATIONS - July 19, 2005
 AA7122
 AA7122  HISTORY     - Date     Condition        Report By
 AA7122  HISTORY     - 1994     MONUMENTED       ALHD
 AA7122  HISTORY     - 20050719 GOOD             ALDOT
 AA7122
 AA7122                          STATION DESCRIPTION
 AA7122
 AA7122'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7122'THE STATION IS LOCATED IN SUMTER COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7122'TURNERS RIVERFRONT DRIVE, ABOUT 8.95 MI (14.40 KM) NORTHEAST OF GEIGER
 AA7122'AND ABOUT 9.75 MI (15.69 KM) NORTH-NORTHWEST OF GAINSVILLE. TO REACH
 AA7122'THE STATION FROM EXIT 8 ON I-20 AND I-59 (MILE POST 144.20 ON ALA 17)
 AA7122'IN YORK, DRIVE NORTH ON ALA 17 FOR 19.45 MI (31.30 KM) TO MILE POST
 AA7122'163.65 AND ALA 116 ON THE RIGHT (MILE POST 0.00 ON ALA 116) , TURN
 AA7122'RIGHT ON ALA 116 AND DRIVE EAST FOR 8.10 MI (13.04 KM) TO MILE POST
 AA7122'8.10 AND SUMTER COUNTY ROAD NO. 85 ON THE LEFT, TURN LEFT ON SUMTER
 AA7122'COUNTY ROAD NO. 85 AND DRIVE NORTHWEST AND NORTH FOR 11.45 MI (18.43
 AA7122'KM) TO TURNERS RIVERFRONT DRIVE ON THE RIGHT, TURN RIGHT ON TURNERS
 AA7122'RIVERFRONT DRIVE AND DRIVE EAST FOR 0.05 MI (0.08 KM) TO THE STATION
 AA7122'ON THE LEFT. THE STATION IS 2.9 FT (0.9 M) SOUTH OF A FOUR STRAND
 AA7122'BARBED WIRE FENCE ON OLD TREATED WOOD POSTS, 22.5 FT (6.9 M) NORTH OF
 AA7122'TURNERS RIVERFRONT DRIVE, 62.2 FT (19.0 M) NORTHEAST OF A FENCE CORNER
 AA7122'ACROSS THE ROAD, 88.0 FT (26.8 M) WEST-NORTHWEST OF THE WEST ONE OF
 AA7122'TWO CONNECTED WOOD POSTS IN THE FENCE LINE ACROSS THE ROAD, 94.1 FT
 AA7122'(28.7 M) EAST-NORTHEAST OF A BLUE FIRE HYDRANT ACROSS THE ROAD, 101.0
 AA7122'FT (30.8 M) EAST-NORTHEAST OF A DEAD END SIGN ACROSS THE ROAD, 133.5
 AA7122'FT (40.7 M) EAST OF THE SOUTHWEST CORNER OF THE FENCE, 141.4 FT (43.1
 AA7122'M) EAST OF A TELEPHONE SERVICE POLE, 141.4 FT (43.1 M) EAST OF
 AA7122'TELEPHONE CABLE PEDESTAL NO. 13 16, 3.0 FT (0.9 M) SOUTH OF A
 AA7122'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 60-44
 AA7122'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7122
 AA7122                          STATION RECOVERY (2005)
 AA7122
 AA7122'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7122'MARK IS 2.0 FEET NORTH OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7123 ***********************************************************************
 AA7123  DESIGNATION -  60 44
 AA7123  PID         -  AA7123
 AA7123  STATE/COUNTY-  AL/SUMTER
 AA7123  USGS QUAD   -  WARSAW (1987)
 AA7123
 AA7123                         *CURRENT SURVEY CONTROL
 AA7123  ___________________________________________________________________
 AA7123* NAD 83(1992)-  32 57 40.59902(N)    088 11 30.70527(W)     ADJUSTED  
 AA7123* NAVD 88     -        38.4    (meters)     126.     (feet)  VERTCON   
 AA7123  ___________________________________________________________________
 AA7123  X           -     169,022.219 (meters)                     COMP
 AA7123  Y           -  -5,354,153.148 (meters)                     COMP
 AA7123  Z           -   3,450,361.286 (meters)                     COMP
 AA7123  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 AA7123  ELLIP HEIGHT-           9.36  (meters)          (07/29/02) GPS OBS
 AA7123  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA7123
 AA7123  HORZ ORDER  -  FIRST
 AA7123  ELLP ORDER  -  FOURTH    CLASS I
 AA7123
 AA7123.The horizontal coordinates were established by GPS observations
 AA7123.and adjusted by the National Geodetic Survey in July 1995..
 AA7123
 AA7123.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7123
 AA7123.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7123
 AA7123.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7123
 AA7123.The ellipsoidal height was determined by GPS observations
 AA7123.and is referenced to NAD 83.
 AA7123
 AA7123.The geoid height was determined by GEOID03.
 AA7123
 AA7123;                    North         East     Units Scale Factor Converg.
 AA7123;SPC AL W     -   328,530.751   535,318.655   MT  0.99998490   -0 22 35.2
 AA7123;UTM  16      - 3,647,624.579   388,609.250   MT  0.99975299   -0 38 54.7
 AA7123
 AA7123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7123!SPC AL W     -   0.99999853  x   0.99998490  =   0.99998343
 AA7123!UTM  16      -   0.99999853  x   0.99975299  =   0.99975152
 AA7123
 AA7123|---------------------------------------------------------------------|
 AA7123| PID    Reference Object                     Distance      Geod. Az  |
 AA7123|                                                           dddmmss.s |
 AA7123| AA7122 60 43                               384.900 METERS 26850     |
 AA7123|---------------------------------------------------------------------|
 AA7123
 AA7123                          SUPERSEDED SURVEY CONTROL
 AA7123
 AA7123  ELLIP H (07/21/95)    9.42   (m)                       GP(       ) 3 2
 AA7123  NGVD 29 (07/21/95)   38.3    (m)          126.     (f) GPS OBS        
 AA7123
 AA7123.Superseded values are not recommended for survey control.
 AA7123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7123.See file dsdata.txt to determine how the superseded data were derived.
 AA7123
 AA7123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8860947625(NAD 83)
 AA7123_MARKER: DD = SURVEY DISK
 AA7123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7123_STAMPING: 60-44 1994
 AA7123_MARK LOGO: ALHD  
 AA7123_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7123+STABILITY: SURFACE MOTION
 AA7123_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7123+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7123
 AA7123  HISTORY     - Date     Condition        Report By
 AA7123  HISTORY     - 1994     MONUMENTED       ALHD
 AA7123
 AA7123                          STATION DESCRIPTION
 AA7123
 AA7123'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7123'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA7123'OF TURNERS RIVERFRONT DRIVE, ABOUT 9.15 MI (14.73 KM) NORTHEAST OF
 AA7123'GEIGER AND ABOUT 9.65 MI (15.53 KM) NORTH-NORTHWEST OF GAINSVILLE. TO
 AA7123'REACH THE STATION FROM EXIT 8 ON I-20 AND I-59 (MILE POST 144.20 ON
 AA7123'ALA 17) IN YORK, DRIVE NORTH ON ALA 17 FOR 19.45 MI (31.30 KM) TO MILE
 AA7123'POST 163.65 AND ALA 116 ON THE RIGHT (MILE POST 0.00 ON ALA 116) ,
 AA7123'TURN RIGHT ON ALA 116 AND DRIVE EAST FOR 8.10 MI (13.04 KM) TO MILE
 AA7123'POST 8.10 AND SUMTER COUNTY ROAD NO. 85 ON THE LEFT, TURN LEFT ON
 AA7123'SUMTER COUNTY ROAD NO. 85 AND DRIVE NORTHWEST AND NORTH FOR 11.45 MI
 AA7123'(18.43 KM) TO TURNERS RIVERFRONT DRIVE ON THE RIGHT, TURN RIGHT ON
 AA7123'TURNERS RIVERFRONT DRIVE AND DRIVE EAST FOR 0.30 MI (0.48 KM) TO THE
 AA7123'STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) NORTHWEST OF A
 AA7123'FOUR BOARD FENCE, 11.6 FT (3.5 M) SOUTHWEST OF THE NORTHEAST CORNER OF
 AA7123'THE FENCE, 15.0 FT (4.6 M) SOUTHEAST OF THE CENTER OF TURNERS
 AA7123'RIVERFRONT DRIVE, 29.9 FT (9.1 M) NORTHEAST OF AN OFFSET IN THE FENCE
 AA7123'LINE, 51.8 FT (15.8 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 13 17
 AA7123'ACROSS THE ROAD, 54.0 FT (16.5 M) EAST-SOUTHEAST OF THE SOUTH POST OF
 AA7123'A CATTLE GAP ACROSS THE ROAD, 95.8 FT (29.2 M) SOUTH OF THE SUPPORT
 AA7123'POST OF A SATTELITE DISH ACROSS THE ROAD, 120.3 FT (36.7 M) SOUTH OF
 AA7123'THE SOUTHEAST CORNER OF A BRICK HOUSE ACROSS THE ROAD, 2.8 FT (0.9 M)
 AA7123'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7123'STATION 60-43 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7124 ***********************************************************************
 AA7124  DESIGNATION -  60 45
 AA7124  PID         -  AA7124
 AA7124  STATE/COUNTY-  AL/SUMTER
 AA7124  USGS QUAD   -  PANOLA (1973)
 AA7124
 AA7124                         *CURRENT SURVEY CONTROL
 AA7124  ___________________________________________________________________
 AA7124* NAD 83(1992)-  32 58 48.74029(N)    088 17 41.74880(W)     ADJUSTED  
 AA7124* NAVD 88     -        45.0    (meters)     148.     (feet)  VERTCON   
 AA7124  ___________________________________________________________________
 AA7124  X           -     159,356.702 (meters)                     COMP
 AA7124  Y           -  -5,353,312.288 (meters)                     COMP
 AA7124  Z           -   3,452,126.088 (meters)                     COMP
 AA7124  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AA7124  ELLIP HEIGHT-          16.11  (meters)          (07/29/02) GPS OBS
 AA7124  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AA7124
 AA7124  HORZ ORDER  -  FIRST
 AA7124  ELLP ORDER  -  FOURTH    CLASS I
 AA7124
 AA7124.The horizontal coordinates were established by GPS observations
 AA7124.and adjusted by the National Geodetic Survey in July 1995..
 AA7124
 AA7124.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7124.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7124
 AA7124.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7124
 AA7124.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7124
 AA7124.The ellipsoidal height was determined by GPS observations
 AA7124.and is referenced to NAD 83.
 AA7124
 AA7124.The geoid height was determined by GEOID03.
 AA7124
 AA7124;                    North         East     Units Scale Factor Converg.
 AA7124;SPC AL W     -   330,697.923   525,698.606   MT  1.00000138   -0 25 57.9
 AA7124;UTM  16      - 3,649,836.923   379,001.780   MT  0.99978052   -0 42 17.9
 AA7124
 AA7124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7124!SPC AL W     -   0.99999747  x   1.00000138  =   0.99999885
 AA7124!UTM  16      -   0.99999747  x   0.99978052  =   0.99977799
 AA7124
 AA7124:                Primary Azimuth Mark                     Grid Az
 AA7124:SPC AL W     -  60 46                                    001 29 44.9
 AA7124:UTM  16      -  60 46                                    001 46 04.9
 AA7124
 AA7124|---------------------------------------------------------------------|
 AA7124| PID    Reference Object                     Distance      Geod. Az  |
 AA7124|                                                           dddmmss.s |
 AA7124| AA7125 60 46                               APPROX. 0.6 KM 0010347.0 |
 AA7124|---------------------------------------------------------------------|
 AA7124
 AA7124                          SUPERSEDED SURVEY CONTROL
 AA7124
 AA7124  ELLIP H (07/21/95)   16.17   (m)                       GP(       ) 3 2
 AA7124  NGVD 29 (07/21/95)   45.0    (m)          148.     (f) GPS OBS        
 AA7124
 AA7124.Superseded values are not recommended for survey control.
 AA7124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7124.See file dsdata.txt to determine how the superseded data were derived.
 AA7124
 AA7124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7900249837(NAD 83)
 AA7124_MARKER: DD = SURVEY DISK
 AA7124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7124_STAMPING: 60-45 1994
 AA7124_MARK LOGO: ALHD  
 AA7124_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7124+STABILITY: SURFACE MOTION
 AA7124_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7124+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7124
 AA7124  HISTORY     - Date     Condition        Report By
 AA7124  HISTORY     - 1994     MONUMENTED       ALHD
 AA7124
 AA7124                          STATION DESCRIPTION
 AA7124
 AA7124'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7124'THE STATION IS LOCATED IN SUMTER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7124'ALA 17, ABOUT 7.60 MI (12.23 KM) NORTH OF GEIGER AND ABOUT 13.25 MI
 AA7124'(21.32 KM) NORTHWEST OF GAINSVILLE. TO REACH THE STATION FROM EXIT 8
 AA7124'ON I-20 AND I-59 (MILE POST 144.20 ON ALA 17) IN YORK, DRIVE NORTH ON
 AA7124'ALA 17 FOR 31.75 MI (51.10 KM) TO MILE POST 175.95 AND THE STATION ON
 AA7124'THE RIGHT. THE STATION IS 5.1 FT (1.6 M) WEST OF A FOUR STRAND BARBED
 AA7124'WIRE FENCE ON FOUR BY FOUR-INCH WOOD POSTS, 45.9 FT (14.0 M) EAST OF
 AA7124'THE CENTERLINE OF ALA 17, 74.7 FT (22.8 M) SOUTH-SOUTHEAST OF THE
 AA7124'SOUTH ONE OF FIVE CLEAR REFLECTORS SOUTH OF A CONCRETE BRIDGE AND EAST
 AA7124'OF ALA 17, 118.9 FT (36.2 M) SOUTHEAST OF POWER AND CABLE POLE NO. 1
 AA7124'ACROSS THE ROAD, 200.5 FT (61.1 M) SOUTH OF MILE POST 176, 5.1 FT (1.6
 AA7124'M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7124'STATION 60-46 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7125 ***********************************************************************
 AA7125  DESIGNATION -  60 46
 AA7125  PID         -  AA7125
 AA7125  STATE/COUNTY-  AL/SUMTER
 AA7125  USGS QUAD   -  PANOLA (1973)
 AA7125
 AA7125                         *CURRENT SURVEY CONTROL
 AA7125  ___________________________________________________________________
 AA7125* NAD 83(1992)-  32 59 06.87485(N)    088 17 41.34953(W)     ADJUSTED  
 AA7125* NAVD 88     -        46.4    (meters)     152.     (feet)  VERTCON   
 AA7125  ___________________________________________________________________
 AA7125  X           -     159,358.049 (meters)                     COMP
 AA7125  Y           -  -5,353,009.141 (meters)                     COMP
 AA7125  Z           -   3,452,595.469 (meters)                     COMP
 AA7125  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AA7125  ELLIP HEIGHT-          17.49  (meters)          (07/29/02) GPS OBS
 AA7125  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AA7125
 AA7125  HORZ ORDER  -  FIRST
 AA7125  ELLP ORDER  -  FOURTH    CLASS I
 AA7125
 AA7125.The horizontal coordinates were established by GPS observations
 AA7125.and adjusted by the National Geodetic Survey in July 1995..
 AA7125
 AA7125.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7125.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7125
 AA7125.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7125
 AA7125.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7125
 AA7125.The ellipsoidal height was determined by GPS observations
 AA7125.and is referenced to NAD 83.
 AA7125
 AA7125.The geoid height was determined by GEOID03.
 AA7125
 AA7125;                    North         East     Units Scale Factor Converg.
 AA7125;SPC AL W     -   331,256.496   525,713.192   MT  1.00000135   -0 25 57.9
 AA7125;UTM  16      - 3,650,395.297   379,019.016   MT  0.99978047   -0 42 18.1
 AA7125
 AA7125!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7125!SPC AL W     -   0.99999725  x   1.00000135  =   0.99999860
 AA7125!UTM  16      -   0.99999725  x   0.99978047  =   0.99977772
 AA7125
 AA7125:                Primary Azimuth Mark                     Grid Az
 AA7125:SPC AL W     -  60 45                                    181 29 45.1
 AA7125:UTM  16      -  60 45                                    181 46 05.3
 AA7125
 AA7125|---------------------------------------------------------------------|
 AA7125| PID    Reference Object                     Distance      Geod. Az  |
 AA7125|                                                           dddmmss.s |
 AA7125| AA7124 60 45                               APPROX. 0.6 KM 1810347.2 |
 AA7125|---------------------------------------------------------------------|
 AA7125
 AA7125                          SUPERSEDED SURVEY CONTROL
 AA7125
 AA7125  ELLIP H (07/21/95)   17.55   (m)                       GP(       ) 3 2
 AA7125  NGVD 29 (07/21/95)   46.3    (m)          152.     (f) GPS OBS        
 AA7125
 AA7125.Superseded values are not recommended for survey control.
 AA7125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7125.See file dsdata.txt to determine how the superseded data were derived.
 AA7125
 AA7125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7901950395(NAD 83)
 AA7125_MARKER: DD = SURVEY DISK
 AA7125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7125_STAMPING: 60-46 1994
 AA7125_MARK LOGO: ALHD  
 AA7125_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7125+STABILITY: SURFACE MOTION
 AA7125_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7125+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7125
 AA7125  HISTORY     - Date     Condition        Report By
 AA7125  HISTORY     - 1994     MONUMENTED       ALHD
 AA7125
 AA7125                          STATION DESCRIPTION
 AA7125
 AA7125'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7125'THE STATION IS LOCATED IN SUMTER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7125'ALA 17, ABOUT 7.95 MI (12.79 KM) NORTH OF GEIGER AND ABOUT 13.55 MI
 AA7125'(21.81 KM) NORTHWEST OF GAINSVILLE. TO REACH THE STATION FROM EXIT 8
 AA7125'ON I-20 AND I-59 (MILE POST 144.20 ON ALA 17) IN YORK, DRIVE NORTH ON
 AA7125'ALA 17 FOR 32.10 MI (51.66 KM) TO MILE POST 176.30 AND THE STATION ON
 AA7125'THE LEFT. THE STATION IS 46.8 FT (14.3 M) WEST OF THE CENTERLINE OF
 AA7125'ALA 17, 104.4 FT (31.8 M) WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL
 AA7125'NO. 43 11 LP 4 ACROSS THE ROAD, 115.8 FT (35.3 M) SOUTHWEST OF A FENCE
 AA7125'JUNCTION ACROSS THE ROAD, 121.8 FT (37.1 M) SOUTH OF TELEPHONE CABLE
 AA7125'PEDESTAL NO. 5 13, 123.3 FT (37.6 M) SOUTH OF THE WEST POST OF A
 AA7125'LEAVING SUMTER COUNTY SOIL AND WATER CONSERVATION DISTRICT SIGN, 129.0
 AA7125'FT (39.3 M) SOUTH OF A HAGERMAN DRIVE SIGN, 144.0 FT (43.9 M) SOUTH OF
 AA7125'THE CENTER OF HAGERMAN DRIVE, 176.4 FT (53.8 M) SOUTH OF JUNCTION
 AA7125'POWER AND TRANSFORMER POWER POLE NO. X 5977 G 5022, 201.0 FT (61.3 M)
 AA7125'SOUTH OF TELEPHONE CABLE PEDESTAL NO. 5 14, 2.0 FT (0.6 M) EAST OF A
 AA7125'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 60-45
 AA7125'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1602 ***********************************************************************
 CO1602  DESIGNATION -  60 5
 CO1602  PID         -  CO1602
 CO1602  STATE/COUNTY-  AL/SUMTER
 CO1602  USGS QUAD   -  EMELLE (1987)
 CO1602
 CO1602                         *CURRENT SURVEY CONTROL
 CO1602  ___________________________________________________________________
 CO1602* NAD 83(1992)-  32 41 55.83128(N)    088 22 24.97395(W)     ADJUSTED  
 CO1602* NAVD 88     -        64.32   (meters)     211.0    (feet)  N HEIGHT  
 CO1602  ___________________________________________________________________
 CO1602  X           -     152,486.576 (meters)                     COMP
 CO1602  Y           -  -5,370,457.029 (meters)                     COMP
 CO1602  Z           -   3,425,919.469 (meters)                     COMP
 CO1602  LAPLACE CORR-          -1.38  (seconds)                    DEFLEC99
 CO1602  ELLIP HEIGHT-          35.59  (meters)          (07/29/02) GPS OBS
 CO1602  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CO1602  DYNAMIC HT  -          64.25  (meters)     210.8   (feet)  COMP
 CO1602  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CO1602
 CO1602  HORZ ORDER  -  FIRST
 CO1602  VERT ORDER  -  THIRD
 CO1602  ELLP ORDER  -  FOURTH    CLASS I
 CO1602
 CO1602.The horizontal coordinates were established by GPS observations
 CO1602.and adjusted by the National Geodetic Survey in December 1992..
 CO1602
 CO1602.The orthometric height was determined by differential leveling
 CO1602.and adjusted by the National Geodetic Survey in February 1996..
 CO1602.The height was determined by precise leveling from only one NSRS
 CO1602.bench mark.  This was not adequate "tie leveling" to NSRS and was
 CO1602.allowed ONLY to validate the GPS-derived height.
 CO1602
 CO1602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1602
 CO1602.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1602
 CO1602.The ellipsoidal height was determined by GPS observations
 CO1602.and is referenced to NAD 83.
 CO1602
 CO1602.The geoid height was determined by GEOID03.
 CO1602
 CO1602.The dynamic height is computed by dividing the NAVD 88
 CO1602.geopotential number by the normal gravity value computed on the
 CO1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1602.degrees latitude (g = 980.6199 gals.).
 CO1602
 CO1602.The modeled gravity was interpolated from observed gravity values.
 CO1602
 CO1602;                    North         East     Units Scale Factor Converg.
 CO1602;SPC AL W     -   299,553.112   518,086.809   MT  1.00001604   -0 28 19.1
 CO1602;UTM  16      - 3,618,735.219   371,244.320   MT  0.99980442   -0 44 31.8
 CO1602
 CO1602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1602!SPC AL W     -   0.99999441  x   1.00001604  =   1.00001045
 CO1602!UTM  16      -   0.99999441  x   0.99980442  =   0.99979883
 CO1602
 CO1602|---------------------------------------------------------------------|
 CO1602| PID    Reference Object                     Distance      Geod. Az  |
 CO1602|                                                           dddmmss.s |
 CO1602| CO1603 60 6                                357.059 METERS 08838     |
 CO1602|---------------------------------------------------------------------|
 CO1602
 CO1602                          SUPERSEDED SURVEY CONTROL
 CO1602
 CO1602  ELLIP H (12/04/92)   35.66   (m)                       GP(       ) 4 1
 CO1602  NAD 83(1986)-  32 41 55.83722(N)    088 22 24.98431(W) AD(       ) 1
 CO1602  NGVD 29 (??/??/??)   64.30   (m)          211.0    (f) N HEIGHT    3  
 CO1602
 CO1602.Superseded values are not recommended for survey control.
 CO1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1602.See file dsdata.txt to determine how the superseded data were derived.
 CO1602
 CO1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7124418735(NAD 83)
 CO1602_MARKER: DD = SURVEY DISK
 CO1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1602_SP_SET: CONCRETE POST
 CO1602_STAMPING: 60-5 1990
 CO1602_MARK LOGO: ALHD  
 CO1602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1602+STABILITY: SURFACE MOTION
 CO1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1602+SATELLITE: SATELLITE OBSERVATIONS - April 15, 1991
 CO1602
 CO1602  HISTORY     - Date     Condition        Report By
 CO1602  HISTORY     - 1990     MONUMENTED       ALHD
 CO1602  HISTORY     - 19910415 GOOD
 CO1602
 CO1602                          STATION DESCRIPTION
 CO1602
 CO1602'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1602'THE STATION IS LOCATED IN SUMTER COUNTY ON THE NORTH RIGHT OF WAY OF A
 CO1602'SUMTER COUNTY GRAVEL ROAD, ABOUT 21.57 KM (13.40 MI) NORTHWEST OF
 CO1602'LIVINGSTON AND ABOUT 24.14 KM (15.00 MI) SOUTHWEST OF GAINSVILLE.
 CO1602'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 28 (MILE POST
 CO1602'152.70 ON ALA 17) NORTH OF BOYD, DRIVE NORTH ON ALA 17 6.20 KM
 CO1602'(3.85 MI) TO MILE POST 156.55 AND A GRAVEL ROAD ON THE LEFT, TURN
 CO1602'LEFT ON THE GRAVEL ROAD AND DRIVE WEST 5.95 KM (3.70 MI) TO THE
 CO1602'STATION ON THE RIGHT.
 CO1602'THE STATION IS 1.31 M (4.30 FT) SOUTH OF A FIVE STRAND BARBED WIRE
 CO1602'FENCE ON OLD WOOD POSTS, 11.13 M (36.52 FT) NORTH OF THE CENTER OF
 CO1602'THE GRAVEL ROAD, 17.56 M (57.61 FT) EAST - NORTHEAST OF THE EAST END
 CO1602'OF A 15-INCH CONCRETE PIPE UNDER A FIELD ROAD, 18.01 M (59.09 FT)
 CO1602'EAST OF THE EAST POST OF THE EAST FOUR-INCH TREATED POST OF A CATTLE
 CO1602'GAP, 1.31 M (4.30 FT) SOUTH OF A CARSONITE WITNESS POST, AND SET
 CO1602'FLUSH WITH THE GROUND.
 CO1602'STATION 60-6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1602'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 CO1602'MR. FRANK WILLINGHAM
 CO1602'ROUTE 1, BOX W 22
 CO1602'EMELLE, ALABAMA 35459
 CO1602'PHONE 205 - 652 - 2881.
 CO1602
 CO1602                          STATION RECOVERY (1991)
 CO1602
 CO1602'RECOVERED 1991
 CO1602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1603 ***********************************************************************
 CO1603  DESIGNATION -  60 6
 CO1603  PID         -  CO1603
 CO1603  STATE/COUNTY-  AL/SUMTER
 CO1603  USGS QUAD   -  EMELLE (1987)
 CO1603
 CO1603                         *CURRENT SURVEY CONTROL
 CO1603  ___________________________________________________________________
 CO1603* NAD 83(1992)-  32 41 56.10756(N)    088 22 11.26962(W)     ADJUSTED  
 CO1603* NAVD 88     -        61.5    (meters)     202.     (feet)  VERTCON   
 CO1603  ___________________________________________________________________
 CO1603  X           -     152,843.191 (meters)                     COMP
 CO1603  Y           -  -5,370,439.851 (meters)                     COMP
 CO1603  Z           -   3,425,925.065 (meters)                     COMP
 CO1603  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 CO1603  ELLIP HEIGHT-          32.69  (meters)          (07/29/02) GPS OBS
 CO1603  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CO1603
 CO1603  HORZ ORDER  -  FIRST
 CO1603  ELLP ORDER  -  FOURTH    CLASS I
 CO1603
 CO1603.The horizontal coordinates were established by GPS observations
 CO1603.and adjusted by the National Geodetic Survey in December 1992..
 CO1603
 CO1603.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1603
 CO1603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1603
 CO1603.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1603
 CO1603.The ellipsoidal height was determined by GPS observations
 CO1603.and is referenced to NAD 83.
 CO1603
 CO1603.The geoid height was determined by GEOID03.
 CO1603
 CO1603;                    North         East     Units Scale Factor Converg.
 CO1603;SPC AL W     -   299,558.689   518,443.830   MT  1.00001532   -0 28 11.7
 CO1603;UTM  16      - 3,618,739.111   371,601.287   MT  0.99980329   -0 44 24.4
 CO1603
 CO1603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1603!SPC AL W     -   0.99999487  x   1.00001532  =   1.00001019
 CO1603!UTM  16      -   0.99999487  x   0.99980329  =   0.99979816
 CO1603
 CO1603|---------------------------------------------------------------------|
 CO1603| PID    Reference Object                     Distance      Geod. Az  |
 CO1603|                                                           dddmmss.s |
 CO1603| CO1602 60 5                                357.059 METERS 26838     |
 CO1603|---------------------------------------------------------------------|
 CO1603
 CO1603                          SUPERSEDED SURVEY CONTROL
 CO1603
 CO1603  ELLIP H (12/04/92)   32.76   (m)                       GP(       ) 4 1
 CO1603  NAD 83(1986)-  32 41 56.11349(N)    088 22 11.27998(W) AD(       ) 1
 CO1603  NGVD 29 (12/04/92)   61.5    (m)          202.     (f) GPS OBS        
 CO1603
 CO1603.Superseded values are not recommended for survey control.
 CO1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1603.See file dsdata.txt to determine how the superseded data were derived.
 CO1603
 CO1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7160118739(NAD 83)
 CO1603_MARKER: DD = SURVEY DISK
 CO1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1603_SP_SET: CONCRETE POST
 CO1603_STAMPING: 60-6 1990
 CO1603_MARK LOGO: ALHD  
 CO1603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1603+STABILITY: SURFACE MOTION
 CO1603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1603+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 CO1603
 CO1603  HISTORY     - Date     Condition        Report By
 CO1603  HISTORY     - 1990     MONUMENTED       ALHD
 CO1603  HISTORY     - 19910327 GOOD
 CO1603
 CO1603                          STATION DESCRIPTION
 CO1603
 CO1603'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1603'THE STATION IS LOCATED IN SUMTER COUNTY ON THE NORTH RIGHT OF WAY OF A
 CO1603'SUMTER COUNTY GRAVEL ROAD, ABOUT 21.24 KM (13.20 MI) NORTHWEST OF
 CO1603'LIVINGSTON AND ABOUT 23.82 KM (14.80 MI) SOUTHWEST OF GAINSVILLE.
 CO1603'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 28 (MILE POST
 CO1603'152.70 ON ALA 17) NORTH OF BOYD, DRIVE NORTH ON ALA 17 6.20 KM
 CO1603'(3.85 MI) TO MILE POST 156.55 AND A GRAVEL ROAD ON THE LEFT, TURN
 CO1603'LEFT ON THE GRAVEL ROAD AND DRIVE WEST 5.55 KM (3.45 MI) TO THE
 CO1603'STATION ON THE RIGHT.
 CO1603'THE STATION IS 0.94 M (3.08 FT) SOUTH OF AN OLD HOG WIRE AND BARBED
 CO1603'WIRE FENCE ON OLD WOOD POSTS, 12.19 M (39.99 FT) NORTH OF THE CENTER
 CO1603'OF THE GRAVEL ROAD, 32.00 M (104.99 FT) WEST OF THE NORTHEAST CORNER
 CO1603'OF THE FENCE, 0.91 M (2.99 FT) SOUTH OF A CARSONITE WITNESS POST, AND
 CO1603'SET FLUSH WITH THE GROUND.
 CO1603'STATION 60-5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1603'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 CO1603'MR. FRANK WILLINGHAM
 CO1603'ROUTE 1, BOX W 22
 CO1603'EMELLE, ALABAMA 35459
 CO1603'PHONE 205 - 652 - 2881.
 CO1603
 CO1603                          STATION RECOVERY (1991)
 CO1603
 CO1603'RECOVERED 1991
 CO1603'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1587 ***********************************************************************
 CO1587  DESIGNATION -  60 7
 CO1587  PID         -  CO1587
 CO1587  STATE/COUNTY-  AL/SUMTER
 CO1587  USGS QUAD   -  PANOLA (1973)
 CO1587
 CO1587                         *CURRENT SURVEY CONTROL
 CO1587  ___________________________________________________________________
 CO1587* NAD 83(1992)-  32 54 14.01503(N)    088 20 20.71701(W)     ADJUSTED  
 CO1587* NAVD 88     -        56.7    (meters)     186.     (feet)  VERTCON   
 CO1587  ___________________________________________________________________
 CO1587  X           -     155,364.538 (meters)                     COMP
 CO1587  Y           -  -5,358,043.671 (meters)                     COMP
 CO1587  Z           -   3,445,029.814 (meters)                     COMP
 CO1587  LAPLACE CORR-          -1.60  (seconds)                    DEFLEC99
 CO1587  ELLIP HEIGHT-          27.79  (meters)          (07/29/02) GPS OBS
 CO1587  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CO1587
 CO1587  HORZ ORDER  -  FIRST
 CO1587  ELLP ORDER  -  FOURTH    CLASS I
 CO1587
 CO1587.The horizontal coordinates were established by GPS observations
 CO1587.and adjusted by the National Geodetic Survey in December 1992..
 CO1587
 CO1587.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1587
 CO1587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1587
 CO1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1587
 CO1587.The ellipsoidal height was determined by GPS observations
 CO1587.and is referenced to NAD 83.
 CO1587
 CO1587.The geoid height was determined by GEOID03.
 CO1587
 CO1587;                    North         East     Units Scale Factor Converg.
 CO1587;SPC AL W     -   322,266.829   521,503.693   MT  1.00000928   -0 27 21.0
 CO1587;SPC MS E     -   377,489.627   346,236.746   MT  0.99997635   +0 16 06.6
 CO1587;SPC MS E     - 1,238,480.55  1,135,945.06   sFT  0.99997635   +0 16 06.6
 CO1587;UTM  16      - 3,641,427.672   374,767.819   MT  0.99979338   -0 43 39.1
 CO1587
 CO1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1587!SPC AL W     -   0.99999564  x   1.00000928  =   1.00000492
 CO1587!SPC MS E     -   0.99999564  x   0.99997635  =   0.99997199
 CO1587!UTM  16      -   0.99999564  x   0.99979338  =   0.99978902
 CO1587
 CO1587                          SUPERSEDED SURVEY CONTROL
 CO1587
 CO1587  ELLIP H (12/04/92)   27.87   (m)                       GP(       ) 4 1
 CO1587  NAD 83(1986)-  32 54 14.02189(N)    088 20 20.72050(W) AD(       ) 1
 CO1587  NGVD 29 (12/04/92)   56.6    (m)          186.     (f) GPS OBS        
 CO1587
 CO1587.Superseded values are not recommended for survey control.
 CO1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1587.See file dsdata.txt to determine how the superseded data were derived.
 CO1587
 CO1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7476841428(NAD 83)
 CO1587_MARKER: DD = SURVEY DISK
 CO1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1587_SP_SET: CONCRETE POST
 CO1587_STAMPING: 60-7 1990
 CO1587_MARK LOGO: ALHD  
 CO1587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1587+STABILITY: SURFACE MOTION
 CO1587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1587+SATELLITE: SATELLITE OBSERVATIONS - May 06, 1991
 CO1587
 CO1587  HISTORY     - Date     Condition        Report By
 CO1587  HISTORY     - 1990     MONUMENTED       ALHD
 CO1587  HISTORY     - 19910506 GOOD
 CO1587
 CO1587                          STATION DESCRIPTION
 CO1587
 CO1587'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1587'THE STATION IS LOCATED IN SUMTER COUNTY ON THE NORTH RIGHT OF WAY OF A
 CO1587'SUMTER COUNTY GRAVEL ROAD, ABOUT 18.99 KM (11.80 MI) NORTHWEST OF
 CO1587'GAINSVILLE AND ABOUT 31.70 KM (19.70 MI) SOUTH-SOUTHWEST OF
 CO1587'ALICEVILLE.
 CO1587'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 116 (MILE
 CO1587'POST 163.65 ON ALA 17), DRIVE NORTH ON ALA 17 FOR 9.90 KM (6.15 MI)
 CO1587'TO MILE POST 169.80 AND A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE
 CO1587'GRAVEL ROAD AND DRIVE NORTHWEST AND THEN WEST 4.02 KM (2.50 MI) TO
 CO1587'THE STATION ON THE RIGHT.
 CO1587'THE STATION IS 0.85 M (2.79 FT) SOUTH-SOUTHEAST OF A FIVE STRAND
 CO1587'BARBED WIRE FENCE ON OLD WOOD POSTS, 5.67 M (18.60 FT) NORTH-
 CO1587'NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 34.59 M (113.48 FT) EAST-
 CO1587'NORTHEAST OF A FENCE JUNCTION, 42.06 M (137.99 FT) WEST-SOUTHWEST OF
 CO1587'A POWER POLE, 1.04 M (3.41 FT) SOUTH OF A CARSONITE WITNESS POST, AND
 CO1587'SET FLUSH WITH THE GROUND.
 CO1587'STATION 60-8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1587'THE STATION IS LOCATED IN SUMTER COUNTY ON THE NORTH RIGHT OF WAY OF A
 CO1587'SUMTER COUNTY GRAVEL ROAD, ABOUT 18.99 KM (11.80 MI) NORTHWEST OF
 CO1587'GAINSVILLE AND ABOUT 31.70 KM (19.70 MI) SOUTH - SOUTHWEST OF
 CO1587'ALICEVILLE.
 CO1587'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 116 (MILE
 CO1587'POST 163.65 ON ALA 17) BETWEEN GEIGER AND EMELLE, DRIVE NORTH ON ALA
 CO1587'17 9.90 KM (6.15 MI) TO MILE POST 169.80 AND A GRAVEL ROAD ON THE
 CO1587'LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE NORTHWEST AND THEN WEST
 CO1587'4.02 KM (2.50 MI) TO THE STATION ON THE RIGHT.
 CO1587'THE STATION IS 0.85 M (2.79 FT) SOUTH - SOUTHEAST OF A FIVE STRAND
 CO1587'BARBED WIRE FENCE ON OLD WOOD POSTS, 5.67 M (18.60 FT) NORTH -
 CO1587'NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 34.59 M (113.48 FT) EAST
 CO1587'- NORTHEAST OF A FENCE JUNCTION, 42.06 M (137.99 FT) WEST - SOUTHWEST
 CO1587'OF A POWER POLE, 1.04 M (3.41 FT) SOUTH OF A CARSONITE WITNESS POST,
 CO1587'AND SET FLUSH WITH THE GROUND.
 CO1587'STATION 60-8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1587
 CO1587                          STATION RECOVERY (1991)
 CO1587
 CO1587'RECOVERED 1991
 CO1587'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1588 ***********************************************************************
 CO1588  DESIGNATION -  60 8
 CO1588  PID         -  CO1588
 CO1588  STATE/COUNTY-  AL/SUMTER
 CO1588  USGS QUAD   -  PANOLA (1973)
 CO1588
 CO1588                         *CURRENT SURVEY CONTROL
 CO1588  ___________________________________________________________________
 CO1588* NAD 83(1992)-  32 54 14.43777(N)    088 19 59.91323(W)     ADJUSTED  
 CO1588* NAVD 88     -        57.3    (meters)     188.     (feet)  VERTCON   
 CO1588  ___________________________________________________________________
 CO1588  X           -     155,904.758 (meters)                     COMP
 CO1588  Y           -  -5,358,021.473 (meters)                     COMP
 CO1588  Z           -   3,445,041.118 (meters)                     COMP
 CO1588  LAPLACE CORR-          -1.61  (seconds)                    DEFLEC99
 CO1588  ELLIP HEIGHT-          28.47  (meters)          (07/29/02) GPS OBS
 CO1588  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CO1588
 CO1588  HORZ ORDER  -  FIRST
 CO1588  ELLP ORDER  -  FOURTH    CLASS I
 CO1588
 CO1588.The horizontal coordinates were established by GPS observations
 CO1588.and adjusted by the National Geodetic Survey in December 1992..
 CO1588
 CO1588.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1588
 CO1588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1588
 CO1588.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1588
 CO1588.The ellipsoidal height was determined by GPS observations
 CO1588.and is referenced to NAD 83.
 CO1588
 CO1588.The geoid height was determined by GEOID03.
 CO1588
 CO1588;                    North         East     Units Scale Factor Converg.
 CO1588;SPC AL W     -   322,275.565   522,044.418   MT  1.00000824   -0 27 09.7
 CO1588;SPC MS E     -   377,505.197   346,777.300   MT  0.99997697   +0 16 17.9
 CO1588;SPC MS E     - 1,238,531.63  1,137,718.53   sFT  0.99997697   +0 16 17.9
 CO1588;UTM  16      - 3,641,433.843   375,308.463   MT  0.99979171   -0 43 27.8
 CO1588
 CO1588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1588!SPC AL W     -   0.99999553  x   1.00000824  =   1.00000377
 CO1588!SPC MS E     -   0.99999553  x   0.99997697  =   0.99997250
 CO1588!UTM  16      -   0.99999553  x   0.99979171  =   0.99978724
 CO1588
 CO1588                          SUPERSEDED SURVEY CONTROL
 CO1588
 CO1588  ELLIP H (12/04/92)   28.54   (m)                       GP(       ) 4 1
 CO1588  NAD 83(1986)-  32 54 14.44463(N)    088 19 59.91671(W) AD(       ) 1
 CO1588  NGVD 29 (12/04/92)   57.3    (m)          188.     (f) GPS OBS        
 CO1588
 CO1588.Superseded values are not recommended for survey control.
 CO1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1588.See file dsdata.txt to determine how the superseded data were derived.
 CO1588
 CO1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7530841434(NAD 83)
 CO1588_MARKER: DD = SURVEY DISK
 CO1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1588_SP_SET: CONCRETE POST
 CO1588_STAMPING: 60-8 1990
 CO1588_MARK LOGO: ALHD  
 CO1588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CO1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1588+STABILITY: SURFACE MOTION
 CO1588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1588+SATELLITE: SATELLITE OBSERVATIONS - March 27, 1991
 CO1588
 CO1588  HISTORY     - Date     Condition        Report By
 CO1588  HISTORY     - 1990     MONUMENTED       ALHD
 CO1588  HISTORY     - 19910327 GOOD
 CO1588
 CO1588                          STATION DESCRIPTION
 CO1588
 CO1588'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1588'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTH RIGHT OF WAY OF A
 CO1588'SUMTER COUNTY GRAVEL ROAD, ABOUT 18.35 KM (11.40 MI) NORTHWEST OF
 CO1588'GAINSVILLE AND ABOUT 31.54 KM (19.60 MI) SOUTH-SOUTHWEST OF
 CO1588'ALICEVILLE.
 CO1588'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 116 (MILE
 CO1588'POST 163.65 ON ALA 17), DRIVE NORTH ON ALA 17 FOR 9.90 KM (6.15 MI)
 CO1588'TO MILE POST 169.80 AND A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE
 CO1588'GRAVEL ROAD AND DRIVE NORTHWEST AND THEN WEST FOR 3.46 KM (2.15 MI)
 CO1588'TO THE STATION ON THE LEFT.
 CO1588'THE STATION IS 0.46 M (1.51 FT) NORTH-NORTHWEST OF A FOUR STRAND
 CO1588'BARBED WIRE FENCE ON STEEL POSTS, 4.88 M (16.01 FT) SOUTH-SOUTHEAST
 CO1588'OF THE CENTER OF THE GRAVEL ROAD, 35.60 M (116.80 FT) WEST-SOUTHWEST
 CO1588'OF THE WEST POST OF A GATE, 35.66 M (116.99 FT) SOUTHWEST OF THE WEST
 CO1588'POST OF A GATE ACROSS THE GRAVEL ROAD, 0.46 M (1.51 FT) NORTH OF A
 CO1588'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CO1588'STATION 60-7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1588'THE STATION IS LOCATED IN SUMTER COUNTY ON THE SOUTH RIGHT OF WAY OF A
 CO1588'SUMTER COUNTY GRAVEL ROAD, ABOUT 18.35 KM (11.40 MI) NORTHWEST OF
 CO1588'GAINSVILLE AND ABOUT 31.54 KM (19.60 MI) SOUTH - SOUTHWEST OF
 CO1588'ALICEVILLE.
 CO1588'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 116 (MILE
 CO1588'POST 163.65 ON ALA 17) BETWEEN GEIGER AND EMELLE, DRIVE NORTH ON ALA
 CO1588'17 9.90 KM (6.15 MI) TO MILE POST 169.80 AND A GRAVEL ROAD ON THE
 CO1588'LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE NORTHWEST AND THEN WEST
 CO1588'3.46 KM (2.15 MI) TO THE STATION ON THE LEFT.
 CO1588'THE STATION IS 0.46 M (1.51 FT) NORTH - NORTHWEST OF A FOUR STRAND
 CO1588'BARBED WIRE FENCE ON STEEL POSTS, 4.88 M (16.01 FT) SOUTH - SOUTHEAST
 CO1588'OF THE CENTER OF THE GRAVEL ROAD, 35.60 M (116.80 FT) WEST -
 CO1588'SOUTHWEST OF THE WEST POST OF A GATE, 35.66 M (116.99 FT) SOUTHWEST
 CO1588'OF THE WEST POST OF A GATE ACROSS THE GRAVEL ROAD, 0.46 M (1.51 FT)
 CO1588'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CO1588'STATION 60-7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1588
 CO1588                          STATION RECOVERY (1991)
 CO1588
 CO1588'RECOVERED 1991
 CO1588'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7088 ***********************************************************************
 AA7088  DESIGNATION -  60 9
 AA7088  PID         -  AA7088
 AA7088  STATE/COUNTY-  AL/SUMTER
 AA7088  USGS QUAD   -  WHYNOT (1978)
 AA7088
 AA7088                         *CURRENT SURVEY CONTROL
 AA7088  ___________________________________________________________________
 AA7088* NAD 83(1992)-  32 19 44.78729(N)    088 22 32.17241(W)     ADJUSTED  
 AA7088* NAVD 88     -        94.1    (meters)     309.     (feet)  VERTCON   
 AA7088  ___________________________________________________________________
 AA7088  X           -     152,924.619 (meters)                     COMP
 AA7088  Y           -  -5,392,517.953 (meters)                     COMP
 AA7088  Z           -   3,391,360.156 (meters)                     COMP
 AA7088  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA7088  ELLIP HEIGHT-          65.87  (meters)          (07/29/02) GPS OBS
 AA7088  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA7088
 AA7088  HORZ ORDER  -  FIRST
 AA7088  ELLP ORDER  -  FOURTH    CLASS I
 AA7088
 AA7088.The horizontal coordinates were established by GPS observations
 AA7088.and adjusted by the National Geodetic Survey in July 1995..
 AA7088
 AA7088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7088
 AA7088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7088
 AA7088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7088
 AA7088.The ellipsoidal height was determined by GPS observations
 AA7088.and is referenced to NAD 83.
 AA7088
 AA7088.The geoid height was determined by GEOID03.
 AA7088
 AA7088;                    North         East     Units Scale Factor Converg.
 AA7088;SPC AL W     -   258,553.341   517,562.493   MT  1.00001711   -0 28 05.8
 AA7088;UTM  16      - 3,577,747.010   370,527.793   MT  0.99980672   -0 44 08.7
 AA7088
 AA7088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7088!SPC AL W     -   0.99998966  x   1.00001711  =   1.00000677
 AA7088!UTM  16      -   0.99998966  x   0.99980672  =   0.99979638
 AA7088
 AA7088:                Primary Azimuth Mark                     Grid Az
 AA7088:SPC AL W     -  60 10                                    329 14 48.0
 AA7088:UTM  16      -  60 10                                    329 30 50.9
 AA7088
 AA7088|---------------------------------------------------------------------|
 AA7088| PID    Reference Object                     Distance      Geod. Az  |
 AA7088|                                                           dddmmss.s |
 AA7088| AA7089 60 10                               438.369 METERS 3284642.2 |
 AA7088|---------------------------------------------------------------------|
 AA7088
 AA7088                          SUPERSEDED SURVEY CONTROL
 AA7088
 AA7088  ELLIP H (07/21/95)   65.90   (m)                       GP(       ) 3 2
 AA7088  NGVD 29 (07/21/95)   94.0    (m)          308.     (f) GPS OBS        
 AA7088
 AA7088.Superseded values are not recommended for survey control.
 AA7088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7088.See file dsdata.txt to determine how the superseded data were derived.
 AA7088
 AA7088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7052877747(NAD 83)
 AA7088_MARKER: DD = SURVEY DISK
 AA7088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7088_STAMPING: 60-9 1994
 AA7088_MARK LOGO: ALHD  
 AA7088_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7088+STABILITY: SURFACE MOTION
 AA7088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7088+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7088
 AA7088  HISTORY     - Date     Condition        Report By
 AA7088  HISTORY     - 1994     MONUMENTED       ALHD
 AA7088
 AA7088                          STATION DESCRIPTION
 AA7088
 AA7088'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7088'THE STATION IS LOCATED IN SUMTER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7088'SUMTER COUNTY ROAD NO. 5, ABOUT 7.05 MI (11.35 KM) SOUTH OF CUBA AND
 AA7088'ABOUT 11.85 MI (19.07 KM) SOUTH-SOUTHWEST OF YORK. TO REACH THE
 AA7088'STATION FROM THE JUNCTION OF U.S. 11 AND U.S. 80 (MILE POST 3.05 ON
 AA7088'U.S. 11 AND MILE POST 3.00 ON U.S. 80) AT A CAUTION LIGHT IN CUBA,
 AA7088'DRIVE SOUTHWEST ON U.S. 11 FOR 1.30 MI (2.09 KM) TO MILE POST 1.75 AND
 AA7088'SUMTER COUNTY ROAD NO. 10 ON THE LEFT, TURN LEFT ON SUMTER COUNTY ROAD
 AA7088'NO. 10 AND DRIVE SOUTH FOR 3.60 MI (5.79 KM) TO SUMTER COUNTY ROAD NO.
 AA7088'5 ON THE RIGHT, TURN RIGHT ON SUMTER COUNTY ROAD NO. 5 AND DRIVE SOUTH
 AA7088'FOR 4.10 MI (6.60 KM) TO THE STATION ON THE LEFT. THE STATION IS 43.0
 AA7088'FT (13.1 M) EAST-NORTHEAST OF THE CENTER OF SUMTER COUNTY ROAD NO. 5,
 AA7088'120.0 FT (36.6 M) SOUTHEAST OF THE CENTER OF A CROSS ROAD WITH A WOODS
 AA7088'ROAD, 2.2 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7088'WITH THE GROUND. STATION 60-10 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7088'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1041 ***********************************************************************
 CM1041  DESIGNATION -  60 ALA
 CM1041  PID         -  CM1041
 CM1041  STATE/COUNTY-  AL/MACON
 CM1041  USGS QUAD   -  TUSKEGEE (1983)
 CM1041
 CM1041                         *CURRENT SURVEY CONTROL
 CM1041  ___________________________________________________________________
 CM1041* NAD 83(1986)-  32 28 50.     (N)    085 42 55.     (W)     SCALED    
 CM1041* NAVD 88     -        75.511  (meters)     247.74   (feet)  ADJUSTED  
 CM1041  ___________________________________________________________________
 CM1041  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CM1041  DYNAMIC HT  -          75.423 (meters)     247.45  (feet)  COMP
 CM1041  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 CM1041
 CM1041  VERT ORDER  -  FIRST     CLASS I
 CM1041
 CM1041.The horizontal coordinates were scaled from a topographic map and have
 CM1041.an estimated accuracy of +/- 6 seconds.
 CM1041
 CM1041.The orthometric height was determined by differential leveling
 CM1041.and adjusted by the National Geodetic Survey in June 1991..
 CM1041.WARNING-Repeat measurements at this control monument indicate possible
 CM1041.vertical movement.
 CM1041
 CM1041.The geoid height was determined by GEOID03.
 CM1041
 CM1041.The dynamic height is computed by dividing the NAVD 88
 CM1041.geopotential number by the normal gravity value computed on the
 CM1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1041.degrees latitude (g = 980.6199 gals.).
 CM1041
 CM1041.The modeled gravity was interpolated from observed gravity values.
 CM1041
 CM1041;                    North         East    Units  Estimated Accuracy
 CM1041;SPC AL E     -   219,600.      211,100.      MT  (+/- 180 meters Scaled)
 CM1041
 CM1041                          SUPERSEDED SURVEY CONTROL
 CM1041
 CM1041  NGVD 29 (??/??/92)   75.485  (m)          247.65   (f) ADJ UNCH    1 1
 CM1041
 CM1041.Superseded values are not recommended for survey control.
 CM1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1041.See file dsdata.txt to determine how the superseded data were derived.
 CM1041
 CM1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA207944(NAD 83)
 CM1041_MARKER: DB = BENCH MARK DISK
 CM1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1041_STAMPING: 60 ALA 1934
 CM1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1041+STABILITY: SURFACE MOTION
 CM1041
 CM1041  HISTORY     - Date     Condition        Report By
 CM1041  HISTORY     - 1934     MONUMENTED       USGS
 CM1041  HISTORY     - 1968     GOOD             NGS
 CM1041
 CM1041                          STATION DESCRIPTION
 CM1041
 CM1041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM1041'AT CHEHAW.
 CM1041'AT CHEHAW, ABOUT 10 RAILS WEST ALONG THE WESTERN RAILWAY OF
 CM1041'ALABAMA FROM THE WEST END OF THE STATION, 31.4 FEET NORTHEAST OF
 CM1041'THE NORTHEAST RAIL OF A SIDE TRACK LEADING TO A PULP WOOD
 CM1041'LOADING YARD, 29 FEET SOUTH OF AND ACROSS A SIDE TRACK FROM THE
 CM1041'SOUTH RAIL OF THE MAIN TRACK, 26 1/2 FEET SOUTHEAST OF A
 CM1041'TELEGRAPH POLE, 16.3 FEET SOUTH OF THE SOUTH RAIL OF THE SIDE
 CM1041'TRACK, ABOUT 1 FOOT BELOW THE LEVEL OF THE MAIN TRACK AND SET
 CM1041'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL
 CM1041'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1239 ***********************************************************************
 DH1239  DESIGNATION -  606 ADJ
 DH1239  PID         -  DH1239
 DH1239  STATE/COUNTY-  AL/BLOUNT
 DH1239  USGS QUAD   -  REMLAP (1986)
 DH1239
 DH1239                         *CURRENT SURVEY CONTROL
 DH1239  ___________________________________________________________________
 DH1239* NAD 83(1986)-  33 51 09.     (N)    086 33 27.     (W)     SCALED    
 DH1239* NAVD 88     -       184.111  (meters)     604.04   (feet)  ADJUSTED  
 DH1239  ___________________________________________________________________
 DH1239  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH1239  DYNAMIC HT  -         183.909 (meters)     603.37  (feet)  COMP
 DH1239  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 DH1239
 DH1239  VERT ORDER  -  SECOND    CLASS 0
 DH1239
 DH1239.The horizontal coordinates were scaled from a topographic map and have
 DH1239.an estimated accuracy of +/- 6 seconds.
 DH1239
 DH1239.The orthometric height was determined by differential leveling
 DH1239.and adjusted by the National Geodetic Survey in June 1991..
 DH1239
 DH1239.The geoid height was determined by GEOID03.
 DH1239
 DH1239.The dynamic height is computed by dividing the NAVD 88
 DH1239.geopotential number by the normal gravity value computed on the
 DH1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1239.degrees latitude (g = 980.6199 gals.).
 DH1239
 DH1239.The modeled gravity was interpolated from observed gravity values.
 DH1239
 DH1239;                    North         East    Units  Estimated Accuracy
 DH1239;SPC AL W     -   427,560.      687,220.      MT  (+/- 180 meters Scaled)
 DH1239
 DH1239                          SUPERSEDED SURVEY CONTROL
 DH1239
 DH1239  NGVD 29 (??/??/92)  184.067  (m)          603.89   (f) ADJ UNCH    2 0
 DH1239
 DH1239.Superseded values are not recommended for survey control.
 DH1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1239.See file dsdata.txt to determine how the superseded data were derived.
 DH1239
 DH1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC409458(NAD 83)
 DH1239_MARKER: DD = SURVEY DISK
 DH1239_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1239_SP_SET: BRIDGE
 DH1239_STAMPING: 606 ADJ. 1903
 DH1239_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1239
 DH1239  HISTORY     - Date     Condition        Report By
 DH1239  HISTORY     - 1903     MONUMENTED       USGS
 DH1239  HISTORY     - 1934     GOOD             NGS
 DH1239  HISTORY     - 1947     GOOD             NGS
 DH1239
 DH1239                          STATION DESCRIPTION
 DH1239
 DH1239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DH1239'IN INLAND.
 DH1239'IS LOCATED ON THE NORTHWEST CORNER OF THE NORTH PIER OF RAILROAD
 DH1239'BRIDGE ACROSS THE BLACKBURN FORK OF LITTLE WARRIOR RIVER AT INLAND
 DH1239'(LOUISVILLE AND NASHVILLE RAILROAD BRIDGE).  9.4 FEET NORTHWEST OF
 DH1239'NORTHWEST RAIL OF TRACK.  8.5 FEET BELOW LEVEL OF TRACK.  STANDARD
 DH1239'TABLET SET HORIZONTAL IN CONCRETE BRIDGE.
 DH1239
 DH1239                          STATION RECOVERY (1947)
 DH1239
 DH1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DH1239'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1065 ***********************************************************************
 EE1065  DESIGNATION -  608
 EE1065  PID         -  EE1065
 EE1065  STATE/COUNTY-  AL/CHEROKEE
 EE1065  USGS QUAD   -  CEDAR BLUFF (1986)
 EE1065
 EE1065                         *CURRENT SURVEY CONTROL
 EE1065  ___________________________________________________________________
 EE1065* NAD 83(1986)-  34 13 08.     (N)    085 36 10.     (W)     SCALED    
 EE1065* NAVD 88     -       181.032  (meters)     593.94   (feet)  ADJUSTED  
 EE1065  ___________________________________________________________________
 EE1065  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE1065  DYNAMIC HT  -         180.847 (meters)     593.33  (feet)  COMP
 EE1065  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 EE1065
 EE1065  VERT ORDER  -  SECOND    CLASS 0
 EE1065
 EE1065.The horizontal coordinates were scaled from a topographic map and have
 EE1065.an estimated accuracy of +/- 6 seconds.
 EE1065
 EE1065.The orthometric height was determined by differential leveling
 EE1065.and adjusted by the National Geodetic Survey in June 1991..
 EE1065
 EE1065.The geoid height was determined by GEOID03.
 EE1065
 EE1065.The dynamic height is computed by dividing the NAVD 88
 EE1065.geopotential number by the normal gravity value computed on the
 EE1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1065.degrees latitude (g = 980.6199 gals.).
 EE1065
 EE1065.The modeled gravity was interpolated from observed gravity values.
 EE1065
 EE1065;                    North         East    Units  Estimated Accuracy
 EE1065;SPC AL E     -   412,410.      221,240.      MT  (+/- 180 meters Scaled)
 EE1065
 EE1065                          SUPERSEDED SURVEY CONTROL
 EE1065
 EE1065  NGVD 29 (??/??/92)  180.998  (m)          593.82   (f) ADJ UNCH    2 0
 EE1065
 EE1065.Superseded values are not recommended for survey control.
 EE1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1065.See file dsdata.txt to determine how the superseded data were derived.
 EE1065
 EE1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC287873(NAD 83)
 EE1065_MARKER: DD = SURVEY DISK
 EE1065_SETTING: 0 = UNSPECIFIED SETTING
 EE1065_STAMPING: 608
 EE1065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1065
 EE1065  HISTORY     - Date     Condition        Report By
 EE1065  HISTORY     - UNK      MONUMENTED       USGS
 EE1065  HISTORY     - 1934     GOOD             NGS
 EE1065  HISTORY     - 1947     MARK NOT FOUND   USGS
 EE1065
 EE1065                          STATION DESCRIPTION
 EE1065
 EE1065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EE1065'AT CEDAR BLUFF.
 EE1065'LOCATED AT CEDAR BLUFF, IN PUBLIC SQUARE, 3 FEET WEST OF LARGE
 EE1065'OAK TREE.  STANDARD IRON POST AND CAP ABOUT 6 INCHES HIGH.
 EE1065
 EE1065                          STATION RECOVERY (1947)
 EE1065
 EE1065'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1947
 EE1065'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0381 ***********************************************************************
 BU0381  DESIGNATION -  61
 BU0381  PID         -  BU0381
 BU0381  STATE/COUNTY-  AL/COVINGTON
 BU0381  USGS QUAD   -  WING (1971)
 BU0381
 BU0381                         *CURRENT SURVEY CONTROL
 BU0381  ___________________________________________________________________
 BU0381* NAD 83(1986)-  31 00 57.     (N)    086 36 59.     (W)     SCALED    
 BU0381* NAVD 88     -        81.008  (meters)     265.77   (feet)  ADJUSTED  
 BU0381  ___________________________________________________________________
 BU0381  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BU0381  DYNAMIC HT  -          80.908 (meters)     265.45  (feet)  COMP
 BU0381  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 BU0381
 BU0381  VERT ORDER  -  SECOND    CLASS 0
 BU0381
 BU0381.The horizontal coordinates were scaled from a topographic map and have
 BU0381.an estimated accuracy of +/- 6 seconds.
 BU0381
 BU0381.The orthometric height was determined by differential leveling
 BU0381.and adjusted by the National Geodetic Survey in June 1991..
 BU0381
 BU0381.The geoid height was determined by GEOID03.
 BU0381
 BU0381.The dynamic height is computed by dividing the NAVD 88
 BU0381.geopotential number by the normal gravity value computed on the
 BU0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0381.degrees latitude (g = 980.6199 gals.).
 BU0381
 BU0381.The modeled gravity was interpolated from observed gravity values.
 BU0381
 BU0381;                    North         East    Units  Estimated Accuracy
 BU0381;SPC AL E     -    57,450.      125,230.      MT  (+/- 180 meters Scaled)
 BU0381
 BU0381                          SUPERSEDED SURVEY CONTROL
 BU0381
 BU0381  NGVD 29 (??/??/92)   81.056  (m)          265.93   (f) ADJ UNCH    2 0
 BU0381
 BU0381.Superseded values are not recommended for survey control.
 BU0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0381.See file dsdata.txt to determine how the superseded data were derived.
 BU0381
 BU0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV366314(NAD 83)
 BU0381_MARKER: DD = SURVEY DISK
 BU0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0381_STAMPING: 61
 BU0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0381+STABILITY: SURFACE MOTION
 BU0381
 BU0381  HISTORY     - Date     Condition        Report By
 BU0381  HISTORY     - UNK      MONUMENTED       ALGS
 BU0381  HISTORY     - 1955     GOOD             NGS
 BU0381
 BU0381                          STATION DESCRIPTION
 BU0381
 BU0381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0381'23.2 MI SW FROM ANDALUSIA.
 BU0381'10.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 29 FROM THE POST OFFICE AT
 BU0381'ANDALUSIA, THENCE 12.5 MILES SOUTH ALONG STATE HIGHWAY 88, 1.0 MILE
 BU0381'SOUTH OF THE STORES AT WING, 0.5 MILE SOUTH OF AN EAST-WEST ROAD
 BU0381'CROSSING (BLACK TOP ROAD EAST), 47-1/2 FEET WEST OF THE CENTER LINE OF
 BU0381'THE HIGHWAY, 13 FEET EAST OF A FENCE LINE, 103 FEET NORTH-NORTHWEST OF
 BU0381'THE NORTH END OF AN 18-INCH PIPE CULVERT UNDER DRIVE WEST TO A HOUSE
 BU0381'WITH ASBESTOS SIDING, 52 FEET NORTH OF A POWER POLE WITH BRANCH LINE
 BU0381'TO HOUSE, 56 FEET NORTH OF A CHINA BERRY TREE, 24 1/2 FEET SOUTHEAST
 BU0381'OF A FENCE CORNER AT THE NORTHEAST CORNER OF A GARDEN, 1/2-FOOT ABOVE
 BU0381'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST FLUSH
 BU0381'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0671 ***********************************************************************
 CM0671  DESIGNATION -  61
 CM0671  PID         -  CM0671
 CM0671  STATE/COUNTY-  AL/LEE
 CM0671  USGS QUAD   -  AUBURN (1983)
 CM0671
 CM0671                         *CURRENT SURVEY CONTROL
 CM0671  ___________________________________________________________________
 CM0671* NAD 83(1986)-  32 36 58.     (N)    085 27 48.     (W)     SCALED    
 CM0671* NAVD 88     -       221.003  (meters)     725.07   (feet)  ADJUSTED  
 CM0671  ___________________________________________________________________
 CM0671  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CM0671  DYNAMIC HT  -         220.742 (meters)     724.22  (feet)  COMP
 CM0671  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 CM0671
 CM0671  VERT ORDER  -  FIRST     CLASS II
 CM0671
 CM0671.The horizontal coordinates were scaled from a topographic map and have
 CM0671.an estimated accuracy of +/- 6 seconds.
 CM0671
 CM0671.The orthometric height was determined by differential leveling
 CM0671.and adjusted by the National Geodetic Survey in June 1991..
 CM0671
 CM0671.The geoid height was determined by GEOID03.
 CM0671
 CM0671.The dynamic height is computed by dividing the NAVD 88
 CM0671.geopotential number by the normal gravity value computed on the
 CM0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0671.degrees latitude (g = 980.6199 gals.).
 CM0671
 CM0671.The modeled gravity was interpolated from observed gravity values.
 CM0671
 CM0671;                    North         East    Units  Estimated Accuracy
 CM0671;SPC AL E     -   234,680.      234,730.      MT  (+/- 180 meters Scaled)
 CM0671
 CM0671                          SUPERSEDED SURVEY CONTROL
 CM0671
 CM0671  NGVD 29 (??/??/92)  220.973  (m)          724.98   (f) ADJ UNCH    1 2
 CM0671
 CM0671.Superseded values are not recommended for survey control.
 CM0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0671.See file dsdata.txt to determine how the superseded data were derived.
 CM0671
 CM0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB441097(NAD 83)
 CM0671_MARKER: DD = SURVEY DISK
 CM0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0671_STAMPING: 61 724.979
 CM0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0671+STABILITY: SURFACE MOTION
 CM0671
 CM0671  HISTORY     - Date     Condition        Report By
 CM0671  HISTORY     - UNK      MONUMENTED       ALGS
 CM0671  HISTORY     - 1943     GOOD             NGS
 CM0671  HISTORY     - 1967     MARK NOT FOUND   NGS
 CM0671
 CM0671                          STATION DESCRIPTION
 CM0671
 CM0671'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CM0671'1 MI E FROM AUBURN.
 CM0671'1.0 MILE EAST ALONG THE WESTERN RAILWAY OF ALABAMA FROM THE
 CM0671'STATION AT AUBURN, LEE COUNTY, 12 RAILS WEST OF A GRADED-ROAD
 CM0671'CROSSING, 5 RAILS EAST OF THE STATION-ONE-MILE SIGN, 21.5 FEET
 CM0671'SOUTH OF THE SOUTH RAIL, 21 FEET NORTH OF THE CENTERLINE OF A ROAD,
 CM0671'AND 1.4 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 CM0671'STANDARD DISK, STAMPED 61 724.979 AND SET IN THE TOP OF A
 CM0671'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 CM0671
 CM0671                          STATION RECOVERY (1967)
 CM0671
 CM0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CM0671'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0749 ***********************************************************************
 EF0749  DESIGNATION -  61
 EF0749  PID         -  EF0749
 EF0749  STATE/COUNTY-  AL/LIMESTONE
 EF0749  USGS QUAD   -  HILLSBORO (1974)
 EF0749
 EF0749                         *CURRENT SURVEY CONTROL
 EF0749  ___________________________________________________________________
 EF0749* NAD 83(1986)-  34 43 26.     (N)    087 08 08.     (W)     SCALED    
 EF0749* NAVD 88     -       168.099  (meters)     551.50   (feet)  POSTED    
 EF0749  ___________________________________________________________________
 EF0749  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EF0749  DYNAMIC HT  -         167.940 (meters)     550.98  (feet)  COMP
 EF0749  MODELED GRAV-     979,682.4   (mgal)                       NAVD 88
 EF0749
 EF0749  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0749
 EF0749.The horizontal coordinates were scaled from a topographic map and have
 EF0749.an estimated accuracy of +/- 6 seconds.
 EF0749
 EF0749.The orthometric height was determined by differential leveling
 EF0749.and adjusted by the National Geodetic Survey in 1992..
 EF0749.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0749.rate of 0.0 thru 1.0 mm/km.
 EF0749
 EF0749.The geoid height was determined by GEOID03.
 EF0749
 EF0749.The dynamic height is computed by dividing the NAVD 88
 EF0749.geopotential number by the normal gravity value computed on the
 EF0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0749.degrees latitude (g = 980.6199 gals.).
 EF0749
 EF0749.The modeled gravity was interpolated from observed gravity values.
 EF0749
 EF0749;                    North         East    Units  Estimated Accuracy
 EF0749;SPC AL W     -   523,870.      633,380.      MT  (+/- 180 meters Scaled)
 EF0749
 EF0749                          SUPERSEDED SURVEY CONTROL
 EF0749
 EF0749  NGVD 29 (??/??/92)  168.052  (m)          551.35   (f) ADJ UNCH    1 2
 EF0749
 EF0749.Superseded values are not recommended for survey control.
 EF0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0749.See file dsdata.txt to determine how the superseded data were derived.
 EF0749
 EF0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD875424(NAD 83)
 EF0749_MARKER: DD = SURVEY DISK
 EF0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0749+STABILITY: SURFACE MOTION
 EF0749
 EF0749  HISTORY     - Date     Condition        Report By
 EF0749  HISTORY     - UNK      MONUMENTED       USE
 EF0749  HISTORY     - 1933     GOOD             NGS
 EF0749
 EF0749                          STATION DESCRIPTION
 EF0749
 EF0749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0749'11.25 MI NW FROM DECATUR.
 EF0749'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER, AT MILE 171 1/2,
 EF0749'APPROX 1500 FEET DOWNSTREAM FROM HEAD OF BROWNS ISLAND.  AT OLD
 EF0749'FISHING BOAT LANDING-APPROX 150 FEET FROM RIVER AND 15 FEET FROM EDGE
 EF0749'OF ROAD.  10 FEET FROM 16 IN. ELM TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2032 ***********************************************************************
 DG2032  DESIGNATION -  61
 DG2032  PID         -  DG2032
 DG2032  STATE/COUNTY-  AL/CALHOUN
 DG2032  USGS QUAD   -  JACKSONVILLE EAST (1983)
 DG2032
 DG2032                         *CURRENT SURVEY CONTROL
 DG2032  ___________________________________________________________________
 DG2032* NAD 83(1986)-  33 45 15.     (N)    085 41 20.     (W)     SCALED    
 DG2032* NAVD 88     -       219.787  (meters)     721.08   (feet)  ADJUSTED  
 DG2032  ___________________________________________________________________
 DG2032  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG2032  DYNAMIC HT  -         219.551 (meters)     720.31  (feet)  COMP
 DG2032  MODELED GRAV-     979,556.8   (mgal)                       NAVD 88
 DG2032
 DG2032  VERT ORDER  -  SECOND    CLASS 0
 DG2032
 DG2032.The horizontal coordinates were scaled from a topographic map and have
 DG2032.an estimated accuracy of +/- 6 seconds.
 DG2032
 DG2032.The orthometric height was determined by differential leveling
 DG2032.and adjusted by the National Geodetic Survey in June 1991..
 DG2032
 DG2032.The geoid height was determined by GEOID03.
 DG2032
 DG2032.The dynamic height is computed by dividing the NAVD 88
 DG2032.geopotential number by the normal gravity value computed on the
 DG2032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2032.degrees latitude (g = 980.6199 gals.).
 DG2032
 DG2032.The modeled gravity was interpolated from observed gravity values.
 DG2032
 DG2032;                    North         East    Units  Estimated Accuracy
 DG2032;SPC AL E     -   360,850.      213,380.      MT  (+/- 180 meters Scaled)
 DG2032
 DG2032                          SUPERSEDED SURVEY CONTROL
 DG2032
 DG2032  NGVD 29 (??/??/92)  219.71   (m)          720.8    (f) COMPUTED    2 0
 DG2032
 DG2032.Superseded values are not recommended for survey control.
 DG2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2032.See file dsdata.txt to determine how the superseded data were derived.
 DG2032
 DG2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC214356(NAD 83)
 DG2032_MARKER: DB = BENCH MARK DISK
 DG2032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2032_STAMPING: NO 61 1934
 DG2032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2032+STABILITY: SURFACE MOTION
 DG2032
 DG2032  HISTORY     - Date     Condition        Report By
 DG2032  HISTORY     - 1934     MONUMENTED       USGS
 DG2032  HISTORY     - 1948     GOOD             NGS
 DG2032
 DG2032                          STATION DESCRIPTION
 DG2032
 DG2032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG2032'AT WHITE PLAINS.
 DG2032'AT WHITE PLAINS, ABOUT 0.55 MILE NORTH OF THE HIGH SCHOOL, AT THE
 DG2032'JUNCTION OF A ROAD LEADING WEST, IN THE NORTHEAST CORNER OF THE
 DG2032'YARD AT THE METHODIST CHURCH, 25 FEET WEST OF THE CENTER LINE OF
 DG2032'THE MAIN ROAD, 52 FEET SOUTH OF THE CENTER LINE OF THE ROAD
 DG2032'WEST, 86 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE
 DG2032'CHURCH BUILDING, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 DG2032'ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 DG2032'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2789 ***********************************************************************
 DH2789  DESIGNATION -  61 1
 DH2789  PID         -  DH2789
 DH2789  STATE/COUNTY-  AL/TALLADEGA
 DH2789  USGS QUAD   -  PORTER GAP (1987)
 DH2789
 DH2789                         *CURRENT SURVEY CONTROL
 DH2789  ___________________________________________________________________
 DH2789* NAD 83(1992)-  33 21 58.48304(N)    086 05 50.55611(W)     ADJUSTED  
 DH2789* NAVD 88     -       170.1    (meters)     558.     (feet)  VERTCON   
 DH2789  ___________________________________________________________________
 DH2789  X           -     362,925.669 (meters)                     COMP
 DH2789  Y           -  -5,319,996.243 (meters)                     COMP
 DH2789  Z           -   3,488,031.719 (meters)                     COMP
 DH2789  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 DH2789  ELLIP HEIGHT-         141.27  (meters)          (07/29/02) GPS OBS
 DH2789  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH2789
 DH2789  HORZ ORDER  -  FIRST
 DH2789  ELLP ORDER  -  FOURTH    CLASS I
 DH2789
 DH2789.The horizontal coordinates were established by GPS observations
 DH2789.and adjusted by the National Geodetic Survey in December 1992..
 DH2789
 DH2789.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2789.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2789
 DH2789.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2789
 DH2789.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2789
 DH2789.The ellipsoidal height was determined by GPS observations
 DH2789.and is referenced to NAD 83.
 DH2789
 DH2789.The geoid height was determined by GEOID03.
 DH2789
 DH2789;                    North         East     Units Scale Factor Converg.
 DH2789;SPC AL E     -   317,844.168   175,427.700   MT  0.99996744   -0 08 42.8
 DH2789;UTM  16      - 3,692,253.922   583,970.600   MT  0.99968693   +0 29 47.3
 DH2789
 DH2789!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2789!SPC AL E     -   0.99997782  x   0.99996744  =   0.99994526
 DH2789!UTM  16      -   0.99997782  x   0.99968693  =   0.99966476
 DH2789
 DH2789|---------------------------------------------------------------------|
 DH2789| PID    Reference Object                     Distance      Geod. Az  |
 DH2789|                                                           dddmmss.s |
 DH2789| DH2790 61 2                                381.903 METERS 04547     |
 DH2789|---------------------------------------------------------------------|
 DH2789
 DH2789                          SUPERSEDED SURVEY CONTROL
 DH2789
 DH2789  ELLIP H (12/04/92)  141.35   (m)                       GP(       ) 4 1
 DH2789  NAD 83(1986)-  33 21 58.49178(N)    086 05 50.55710(W) AD(       ) 1
 DH2789  NGVD 29 (12/04/92)  170.1    (m)          558.     (f) GPS OBS        
 DH2789
 DH2789.Superseded values are not recommended for survey control.
 DH2789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2789.See file dsdata.txt to determine how the superseded data were derived.
 DH2789
 DH2789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8397192254(NAD 83)
 DH2789_MARKER: DD = SURVEY DISK
 DH2789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2789_SP_SET: CONCRETE POST
 DH2789_STAMPING: 61 - 1 1990
 DH2789_MARK LOGO: ALHD  
 DH2789_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2789+STABILITY: SURFACE MOTION
 DH2789_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2789+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2789
 DH2789  HISTORY     - Date     Condition        Report By
 DH2789  HISTORY     - 1990     MONUMENTED       ALHD
 DH2789  HISTORY     - 20031205 MARK NOT FOUND   JCLS
 DH2789
 DH2789                          STATION DESCRIPTION
 DH2789
 DH2789'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2789'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE NORTHWEST RIGHT OF
 DH2789'WAY OF TALLADEGA COUNTY ROAD NO. 303, ABOUT 7.24 KM (4.50 MI) SOUTH
 DH2789'OF TALLADEGA AND ABOUT 6.28 KM (3.90 MI) WEST - SOUTHWEST OF WALDO.
 DH2789'TO REACH THE STATION FROM THE JUNCTION OF ALA 77 AND TALLADEGA COUNTY
 DH2789'COUNTY ROAD NO. 303, MILE POST 60.00 ON ALA 77, DRIVE SOUTHWEST ON
 DH2789'TALLADEGA COUNTY ROAD NO. 303 6.68 KM (4.15 MI) TO THE STATION ON THE
 DH2789'RIGHT.
 DH2789'THE STATION IS 2.80 M (9.19 FT) SOUTHEAST OF A FOUR STRAND BARBED WIRE
 DH2789'FENCE, 12.19 M (39.99 FT) NORTHWEST OF THE CENTER OF TALLADEGA COUNTY
 DH2789'ROAD NO. 303, 21.76 M (71.39 FT) NORTHEAST OF A POWER POLE WITH A GUY
 DH2789'POLE ACROSS TALLADEGA COUNTY ROAD NO. 303, 1.81 M (5.94 FT) SOUTHEAST
 DH2789'OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 DH2789'STATION 61 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2789
 DH2789                          STATION RECOVERY (2003)
 DH2789
 DH2789'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DH2789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2084 ***********************************************************************
 AA2084  DESIGNATION -  61 10
 AA2084  PID         -  AA2084
 AA2084  STATE/COUNTY-  AL/TALLADEGA
 AA2084  USGS QUAD   -  SLEEPING GIANTS (1987)
 AA2084
 AA2084                         *CURRENT SURVEY CONTROL
 AA2084  ___________________________________________________________________
 AA2084* NAD 83(1992)-  33 28 54.85700(N)    086 13 42.33887(W)     ADJUSTED  
 AA2084* NAVD 88     -       184.9    (meters)     607.     (feet)  VERTCON   
 AA2084  ___________________________________________________________________
 AA2084  X           -     350,292.471 (meters)                     COMP
 AA2084  Y           -  -5,313,773.679 (meters)                     COMP
 AA2084  Z           -   3,498,746.505 (meters)                     COMP
 AA2084  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AA2084  ELLIP HEIGHT-         155.90  (meters)          (07/29/02) GPS OBS
 AA2084  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA2084
 AA2084  HORZ ORDER  -  FIRST
 AA2084  ELLP ORDER  -  FOURTH    CLASS I
 AA2084
 AA2084.The horizontal coordinates were established by GPS observations
 AA2084.and adjusted by the National Geodetic Survey in September 1994..
 AA2084
 AA2084.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2084.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2084
 AA2084.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2084
 AA2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2084
 AA2084.The ellipsoidal height was determined by GPS observations
 AA2084.and is referenced to NAD 83.
 AA2084
 AA2084.The geoid height was determined by GEOID03.
 AA2084
 AA2084;                    North         East     Units Scale Factor Converg.
 AA2084;SPC AL E     -   330,710.381   163,280.566   MT  0.99997662   -0 13 04.7
 AA2084;UTM  16      - 3,704,979.300   571,683.567   MT  0.99966335   +0 25 32.4
 AA2084
 AA2084!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2084!SPC AL E     -   0.99997553  x   0.99997662  =   0.99995215
 AA2084!UTM  16      -   0.99997553  x   0.99966335  =   0.99963888
 AA2084
 AA2084:                Primary Azimuth Mark                     Grid Az
 AA2084:SPC AL E     -  61 9                                     205 44 14.8
 AA2084:UTM  16      -  61 9                                     205 05 37.7
 AA2084
 AA2084|---------------------------------------------------------------------|
 AA2084| PID    Reference Object                     Distance      Geod. Az  |
 AA2084|                                                           dddmmss.s |
 AA2084| AA2083 61 9                                456.205 METERS 2053110.1 |
 AA2084|---------------------------------------------------------------------|
 AA2084
 AA2084                          SUPERSEDED SURVEY CONTROL
 AA2084
 AA2084  ELLIP H (09/29/94)  155.97   (m)                       GP(       ) 3 2
 AA2084  NGVD 29 (09/29/94)  184.8    (m)          606.     (f) GPS OBS        
 AA2084
 AA2084.Superseded values are not recommended for survey control.
 AA2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2084.See file dsdata.txt to determine how the superseded data were derived.
 AA2084
 AA2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7168404979(NAD 83)
 AA2084_MARKER: DD = SURVEY DISK
 AA2084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2084_SP_SET: CONCRETE POST
 AA2084_STAMPING: 61-10 1993
 AA2084_MARK LOGO: ALHD  
 AA2084_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2084+STABILITY: SURFACE MOTION
 AA2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2084+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2084
 AA2084  HISTORY     - Date     Condition        Report By
 AA2084  HISTORY     - 1993     MONUMENTED       ALHD
 AA2084
 AA2084                          STATION DESCRIPTION
 AA2084
 AA2084'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2084'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2084'TALLADEGA COUNTY ROAD NO. 207, ABOUT 8.10 MI (13.04 KM) NORTHWEST OF
 AA2084'TALLADEGA AND ABOUT 11.05 MI (17.78 KM) SOUTHWEST OF LINCOLN. TO REACH
 AA2084'THE STATION FROM THE JUNCTION OF OF ALA 21 AND ALA 77 NORTH (MILE POST
 AA2084'64.10 ON ALA 77 AND MILE POST 232.40 ON ALA 21) IN TALLADEGA, DRIVE
 AA2084'NORTH ON ALA 77 FOR 3.35 MI (5.39 KM) TO MILE POST 67.45 AND ALA 34 ON
 AA2084'THE LEFT (MILE POST 13.05 ON ALA 34), TURN LEFT ON ALA 34 AND DRIVE
 AA2084'NORTHEAST AND EAST FOR 7.60 MI (12.23 KM) TO MILE POST 5.45 AND
 AA2084'TALLADEGA COUNTY ROAD NO. 207 LEFT AND RIGHT, TURN LEFT ON TALLADEGA
 AA2084'COUNTY ROAD NO. 207 AND DRIVE SOUTH FOR 2.40 MI (3.86 KM) TO THE
 AA2084'STATION ON THE RIGHT. THE STATION IS 43.0 FT (13.1 M) WEST-NORTHWEST
 AA2084'OF THE CENTER OF TALLADEGA COUNTY ROAD NO. 207, 124.8 FT (38.0 M)
 AA2084'NORTH-NORTHEAST OF A JUNCTION TRANSFORMER POWER POLE WITH TWO GUY
 AA2084'WIRES, 184.0 FT (56.1 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL
 AA2084'NO. 41, 184.3 FT (56.2 M) SOUTH-SOUTHWEST OF A TELEPHONE CABLE POLE,
 AA2084'2.0 FT (0.6 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2084'WITH THE GROUND. STATION 61-9 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2084'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2085 ***********************************************************************
 AA2085  DESIGNATION -  61 11
 AA2085  PID         -  AA2085
 AA2085  STATE/COUNTY-  AL/TALLADEGA
 AA2085  USGS QUAD   -  MUNFORD (1983)
 AA2085
 AA2085                         *CURRENT SURVEY CONTROL
 AA2085  ___________________________________________________________________
 AA2085* NAD 83(1992)-  33 32 04.96835(N)    085 55 58.93649(W)     ADJUSTED  
 AA2085* NAVD 88     -       182.3    (meters)     598.     (feet)  VERTCON   
 AA2085  ___________________________________________________________________
 AA2085  X           -     377,453.488 (meters)                     COMP
 AA2085  Y           -  -5,308,669.708 (meters)                     COMP
 AA2085  Z           -   3,503,629.083 (meters)                     COMP
 AA2085  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AA2085  ELLIP HEIGHT-         153.53  (meters)          (07/29/02) GPS OBS
 AA2085  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA2085
 AA2085  HORZ ORDER  -  FIRST
 AA2085  ELLP ORDER  -  FOURTH    CLASS I
 AA2085
 AA2085.The horizontal coordinates were established by GPS observations
 AA2085.and adjusted by the National Geodetic Survey in September 1994..
 AA2085
 AA2085.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2085.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2085
 AA2085.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2085
 AA2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2085
 AA2085.The ellipsoidal height was determined by GPS observations
 AA2085.and is referenced to NAD 83.
 AA2085
 AA2085.The geoid height was determined by GEOID03.
 AA2085
 AA2085;                    North         East     Units Scale Factor Converg.
 AA2085;SPC AL E     -   336,501.954   190,739.265   MT  0.99996106   -0 03 18.3
 AA2085;UTM  16      - 3,711,077.495   599,067.847   MT  0.99972100   +0 35 22.1
 AA2085
 AA2085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2085!SPC AL E     -   0.99997590  x   0.99996106  =   0.99993696
 AA2085!UTM  16      -   0.99997590  x   0.99972100  =   0.99969690
 AA2085
 AA2085:                Primary Azimuth Mark                     Grid Az
 AA2085:SPC AL E     -  61 12                                    088 17 40.1
 AA2085:UTM  16      -  61 12                                    087 38 59.7
 AA2085
 AA2085|---------------------------------------------------------------------|
 AA2085| PID    Reference Object                     Distance      Geod. Az  |
 AA2085|                                                           dddmmss.s |
 AA2085| AA2086 61 12                               454.394 METERS 0881421.8 |
 AA2085|---------------------------------------------------------------------|
 AA2085
 AA2085                          SUPERSEDED SURVEY CONTROL
 AA2085
 AA2085  ELLIP H (09/29/94)  153.60   (m)                       GP(       ) 3 2
 AA2085  NGVD 29 (09/29/94)  182.2    (m)          598.     (f) GPS OBS        
 AA2085
 AA2085.Superseded values are not recommended for survey control.
 AA2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2085.See file dsdata.txt to determine how the superseded data were derived.
 AA2085
 AA2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9906811077(NAD 83)
 AA2085_MARKER: DD = SURVEY DISK
 AA2085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2085_SP_SET: CONCRETE POST
 AA2085_STAMPING: 61-11 1993
 AA2085_MARK LOGO: ALHD  
 AA2085_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2085+STABILITY: SURFACE MOTION
 AA2085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2085+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2085
 AA2085  HISTORY     - Date     Condition        Report By
 AA2085  HISTORY     - 1993     MONUMENTED       ALHD
 AA2085
 AA2085                          STATION DESCRIPTION
 AA2085
 AA2085'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2085'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTH RIGHT OF WAY
 AA2085'OF TALLADEGA COUNTY ROAD NO. 473, ABOUT 7.75 MI (12.47 KM) SOUTHWEST
 AA2085'OF OXFORD AND ABOUT 12.00 MI (19.31 KM) NORTHEAST OF TALLADEGA. TO
 AA2085'REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 77 SOUTH (MILE
 AA2085'POST 233.55 ON ALA 21 AND MILE POST 63.55 ON ALA 77) IN TALLADEGA,
 AA2085'DRIVE NORTHEAST ON ALA 21 FOR 11.20 MI (18.02 KM) TO MILE POST 244.75
 AA2085'AND TALLADEGA COUNTY ROAD NO. 473 ON THE RIGHT, TURN RIGHT ON
 AA2085'TALLADEGA COUNTY ROAD NO. 473 AND DRIVE EAST FOR 0.10 MI (0.16 KM) TO
 AA2085'THE STATION ON THE RIGHT. THE STATION IS 3.6 FT (1.1 M) NORTH OF A
 AA2085'FIVE STRAND BARBED WIRE FENCE ON SPLIT WOOD POSTS, 25.5 FT (7.8 M)
 AA2085'SOUTH OF THE CENTER OF TALLADEGA COUNTY ROAD NO. 473, 94.8 FT (28.9 M)
 AA2085'WEST OF A POWER POLE IN A PASTURE, 3.1 FT (0.9 M) NORTH OF A CARSONITE
 AA2085'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 61-12 1993 MAY BE
 AA2085'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2086 ***********************************************************************
 AA2086  DESIGNATION -  61 12
 AA2086  PID         -  AA2086
 AA2086  STATE/COUNTY-  AL/TALLADEGA
 AA2086  USGS QUAD   -  MUNFORD (1983)
 AA2086
 AA2086                         *CURRENT SURVEY CONTROL
 AA2086  ___________________________________________________________________
 AA2086* NAD 83(1992)-  33 32 05.42113(N)    085 55 41.33363(W)     ADJUSTED  
 AA2086* NAVD 88     -       179.8    (meters)     590.     (feet)  VERTCON   
 AA2086  ___________________________________________________________________
 AA2086  X           -     377,905.835 (meters)                     COMP
 AA2086  Y           -  -5,308,627.661 (meters)                     COMP
 AA2086  Z           -   3,503,639.297 (meters)                     COMP
 AA2086  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AA2086  ELLIP HEIGHT-         150.97  (meters)          (07/29/02) GPS OBS
 AA2086  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA2086
 AA2086  HORZ ORDER  -  FIRST
 AA2086  ELLP ORDER  -  FOURTH    CLASS I
 AA2086
 AA2086.The horizontal coordinates were established by GPS observations
 AA2086.and adjusted by the National Geodetic Survey in September 1994..
 AA2086
 AA2086.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2086.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2086
 AA2086.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2086
 AA2086.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2086
 AA2086.The ellipsoidal height was determined by GPS observations
 AA2086.and is referenced to NAD 83.
 AA2086
 AA2086.The geoid height was determined by GEOID03.
 AA2086
 AA2086;                    North         East     Units Scale Factor Converg.
 AA2086;SPC AL E     -   336,515.478   191,193.440   MT  0.99996096   -0 03 08.6
 AA2086;UTM  16      - 3,711,096.122   599,521.733   MT  0.99972211   +0 35 31.9
 AA2086
 AA2086!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2086!SPC AL E     -   0.99997630  x   0.99996096  =   0.99993726
 AA2086!UTM  16      -   0.99997630  x   0.99972211  =   0.99969842
 AA2086
 AA2086:                Primary Azimuth Mark                     Grid Az
 AA2086:SPC AL E     -  61 11                                    268 17 40.1
 AA2086:UTM  16      -  61 11                                    267 38 59.6
 AA2086
 AA2086|---------------------------------------------------------------------|
 AA2086| PID    Reference Object                     Distance      Geod. Az  |
 AA2086|                                                           dddmmss.s |
 AA2086| AA2085 61 11                               454.394 METERS 2681431.5 |
 AA2086|---------------------------------------------------------------------|
 AA2086
 AA2086                          SUPERSEDED SURVEY CONTROL
 AA2086
 AA2086  ELLIP H (09/29/94)  151.04   (m)                       GP(       ) 3 2
 AA2086  NGVD 29 (09/29/94)  179.7    (m)          590.     (f) GPS OBS        
 AA2086
 AA2086.Superseded values are not recommended for survey control.
 AA2086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2086.See file dsdata.txt to determine how the superseded data were derived.
 AA2086
 AA2086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9952211096(NAD 83)
 AA2086_MARKER: DD = SURVEY DISK
 AA2086_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2086_SP_SET: CONCRETE POST
 AA2086_STAMPING: 61-12 1993
 AA2086_MARK LOGO: ALHD  
 AA2086_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2086_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2086+STABILITY: SURFACE MOTION
 AA2086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2086+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2086
 AA2086  HISTORY     - Date     Condition        Report By
 AA2086  HISTORY     - 1993     MONUMENTED       ALHD
 AA2086
 AA2086                          STATION DESCRIPTION
 AA2086
 AA2086'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2086'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE NORTH RIGHT OF WAY
 AA2086'OF TALLADEGA COUNTY ROAD NO. 473, ABOUT 7.50 MI (12.07 KM) SOUTHWEST
 AA2086'OF OXFORD AND ABOUT 12.30 MI (19.79 KM) NORTHEAST OF TALLADEGA. TO
 AA2086'REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 77 SOUTH (MILE
 AA2086'POST 233.55 ON ALA 21 AND MILE POST 63.55 ON ALA 77) IN TALLADEGA,
 AA2086'DRIVE NORTHEAST ON ALA 21 FOR 11.20 MI (18.02 KM) TO MILE POST 244.75
 AA2086'AND TALLADEGA COUNTY ROAD NO. 473 ON THE RIGHT, TURN RIGHT ON
 AA2086'TALLADEGA COUNTY ROAD NO. 473 AND DRIVE EAST FOR 0.40 MI (0.64 KM) TO
 AA2086'THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF THE
 AA2086'CREST OF A FOUR FOOT BACKSLOPE, 30.0 FT (9.1 M) NORTH OF THE CENTER OF
 AA2086'TALLADEGA COUNTY ROAD NO. 473, 66.5 FT (20.3 M) WEST OF THE SOUTHWEST
 AA2086'CORNER OF A TWO POLE FENCE AROUND A LARGE BRICK HOUSE, 1.9 FT (0.6 M)
 AA2086'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2086'STATION 61-11 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2087 ***********************************************************************
 AA2087  DESIGNATION -  61 13
 AA2087  PID         -  AA2087
 AA2087  STATE/COUNTY-  AL/TALLADEGA
 AA2087  USGS QUAD   -  EASTABOGA (1972)
 AA2087
 AA2087                         *CURRENT SURVEY CONTROL
 AA2087  ___________________________________________________________________
 AA2087* NAD 83(1992)-  33 31 29.80983(N)    086 00 24.26882(W)     ADJUSTED  
 AA2087* NAVD 88     -       167.7    (meters)     550.     (feet)  VERTCON   
 AA2087  ___________________________________________________________________
 AA2087  X           -     370,665.096 (meters)                     COMP
 AA2087  Y           -  -5,309,735.582 (meters)                     COMP
 AA2087  Z           -   3,502,718.011 (meters)                     COMP
 AA2087  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 AA2087  ELLIP HEIGHT-         138.89  (meters)          (07/29/02) GPS OBS
 AA2087  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA2087
 AA2087  HORZ ORDER  -  FIRST
 AA2087  ELLP ORDER  -  FOURTH    CLASS I
 AA2087
 AA2087.The horizontal coordinates were established by GPS observations
 AA2087.and adjusted by the National Geodetic Survey in September 1994..
 AA2087
 AA2087.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2087.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2087
 AA2087.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2087
 AA2087.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2087
 AA2087.The ellipsoidal height was determined by GPS observations
 AA2087.and is referenced to NAD 83.
 AA2087
 AA2087.The geoid height was determined by GEOID03.
 AA2087
 AA2087;                    North         East     Units Scale Factor Converg.
 AA2087;SPC AL E     -   335,427.796   183,891.745   MT  0.99996320   -0 05 44.8
 AA2087;UTM  16      - 3,709,926.670   592,234.546   MT  0.99970488   +0 32 55.0
 AA2087
 AA2087!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2087!SPC AL E     -   0.99997820  x   0.99996320  =   0.99994140
 AA2087!UTM  16      -   0.99997820  x   0.99970488  =   0.99968308
 AA2087
 AA2087|---------------------------------------------------------------------|
 AA2087| PID    Reference Object                     Distance      Geod. Az  |
 AA2087|                                                           dddmmss.s |
 AA2087| AA2088 61 14                               383.926 METERS 00255     |
 AA2087|---------------------------------------------------------------------|
 AA2087
 AA2087                          SUPERSEDED SURVEY CONTROL
 AA2087
 AA2087  ELLIP H (09/29/94)  138.96   (m)                       GP(       ) 3 2
 AA2087  NGVD 29 (09/29/94)  167.7    (m)          550.     (f) GPS OBS        
 AA2087
 AA2087.Superseded values are not recommended for survey control.
 AA2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2087.See file dsdata.txt to determine how the superseded data were derived.
 AA2087
 AA2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9223509927(NAD 83)
 AA2087_MARKER: DD = SURVEY DISK
 AA2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2087_SP_SET: CONCRETE POST
 AA2087_STAMPING: 61-13 1993
 AA2087_MARK LOGO: ALHD  
 AA2087_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2087+STABILITY: SURFACE MOTION
 AA2087_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2087+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2087
 AA2087  HISTORY     - Date     Condition        Report By
 AA2087  HISTORY     - 1993     MONUMENTED       ALHD
 AA2087
 AA2087                          STATION DESCRIPTION
 AA2087
 AA2087'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2087'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2087'TALLADEGA COUNTY ROAD NO. 399, ABOUT 8.35 MI (13.44 KM) NORTHEAST OF
 AA2087'TALLADEGA AND ABOUT 8.90 MI (14.32 KM) SOUTHEAST OF LINCOLN. TO REACH
 AA2087'THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 77 SOUTH (MILE POST
 AA2087'233.55 ON ALA 21 AND MILE POST 63.55 ON ALA 77) IN TALLADEGA, DRIVE
 AA2087'NORTHEAST ON ALA 21 FOR 5.25 MI (8.45 KM) TO MILE POST 238.80 AND
 AA2087'TALLADEGA COUNTY ROAD NO. 399 ON THE LEFT, TURN LEFT ON TALLADEGA
 AA2087'COUNTY ROAD NO. 399 AND DRIVE NORTH FOR 2.90 MI (4.67 KM) TO THE
 AA2087'STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M) WEST OF A HOG WIRE
 AA2087'FENCE WITH ONE STRAND OF BARBED WIRE ON WOOD AND STEEL POSTS, 22.0 FT
 AA2087'(6.7 M) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF THE FENCE, 23.6 FT
 AA2087'(7.2 M) NORTH-NORTHWEST OF A STEEL PROPERTY CORNER POST, 36.5 FT (11.1
 AA2087'M) EAST OF THE CENTERLINE OF TALLADEGA COUNTY ROAD NO. 399, 62.5 FT
 AA2087'(19.1 M) NORTHEAST OF A TALLADEGA COUNTY 402 DIRECTIONAL SIGN ACROSS
 AA2087'THE ROAD, 3.1 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA2087'FLUSH WITH THE GROUND. STATION 61-14 1993 MAY BE USED AS AN AZIMUTH
 AA2087'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2088 ***********************************************************************
 AA2088  DESIGNATION -  61 14
 AA2088  PID         -  AA2088
 AA2088  STATE/COUNTY-  AL/TALLADEGA
 AA2088  USGS QUAD   -  EASTABOGA (1972)
 AA2088
 AA2088                         *CURRENT SURVEY CONTROL
 AA2088  ___________________________________________________________________
 AA2088* NAD 83(1992)-  33 31 42.25500(N)    086 00 23.51146(W)     ADJUSTED  
 AA2088* NAVD 88     -       179.0    (meters)     587.     (feet)  VERTCON   
 AA2088  ___________________________________________________________________
 AA2088  X           -     370,670.497 (meters)                     COMP
 AA2088  Y           -  -5,309,532.317 (meters)                     COMP
 AA2088  Z           -   3,503,043.874 (meters)                     COMP
 AA2088  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 AA2088  ELLIP HEIGHT-         150.15  (meters)          (07/29/02) GPS OBS
 AA2088  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA2088
 AA2088  HORZ ORDER  -  FIRST
 AA2088  ELLP ORDER  -  FOURTH    CLASS I
 AA2088
 AA2088.The horizontal coordinates were established by GPS observations
 AA2088.and adjusted by the National Geodetic Survey in September 1994..
 AA2088
 AA2088.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2088.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2088
 AA2088.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2088
 AA2088.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2088
 AA2088.The ellipsoidal height was determined by GPS observations
 AA2088.and is referenced to NAD 83.
 AA2088
 AA2088.The geoid height was determined by GEOID03.
 AA2088
 AA2088;                    North         East     Units Scale Factor Converg.
 AA2088;SPC AL E     -   335,811.177   183,911.928   MT  0.99996319   -0 05 44.4
 AA2088;UTM  16      - 3,710,310.155   592,250.412   MT  0.99970492   +0 32 55.6
 AA2088
 AA2088!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2088!SPC AL E     -   0.99997643  x   0.99996319  =   0.99993962
 AA2088!UTM  16      -   0.99997643  x   0.99970492  =   0.99968136
 AA2088
 AA2088|---------------------------------------------------------------------|
 AA2088| PID    Reference Object                     Distance      Geod. Az  |
 AA2088|                                                           dddmmss.s |
 AA2088| AA2087 61 13                               383.926 METERS 18255     |
 AA2088|---------------------------------------------------------------------|
 AA2088
 AA2088                          SUPERSEDED SURVEY CONTROL
 AA2088
 AA2088  ELLIP H (09/29/94)  150.22   (m)                       GP(       ) 3 2
 AA2088  NGVD 29 (09/29/94)  178.9    (m)          587.     (f) GPS OBS        
 AA2088
 AA2088.Superseded values are not recommended for survey control.
 AA2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2088.See file dsdata.txt to determine how the superseded data were derived.
 AA2088
 AA2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9225010310(NAD 83)
 AA2088_MARKER: DD = SURVEY DISK
 AA2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2088_SP_SET: CONCRETE POST
 AA2088_STAMPING: 61-14 1993
 AA2088_MARK LOGO: ALHD  
 AA2088_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2088+STABILITY: SURFACE MOTION
 AA2088_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2088+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2088
 AA2088  HISTORY     - Date     Condition        Report By
 AA2088  HISTORY     - 1993     MONUMENTED       ALHD
 AA2088
 AA2088                          STATION DESCRIPTION
 AA2088
 AA2088'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2088'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2088'TALLADEGA COUNTY ROAD NO. 399, ABOUT 8.60 MI (13.84 KM) NORTHEAST OF
 AA2088'TALLADEGA AND ABOUT 8.75 MI (14.08 KM) SOUTHEAST OF LINCOLN. TO REACH
 AA2088'THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 77 SOUTH (MILE POST
 AA2088'233.55 ON ALA 21 AND MILE POST 63.55 ON ALA 77) IN TALLADEGA, DRIVE
 AA2088'NORTHEAST ON ALA 21 FOR 5.25 MI (8.45 KM) TO MILE POST 238.80 AND
 AA2088'TALLADEGA COUNTY ROAD NO. 399 ON THE LEFT, TURN LEFT ON TALLADEGA
 AA2088'COUNTY ROAD NO. 399 AND DRIVE NORTH FOR 3.15 MI (5.07 KM) TO THE
 AA2088'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR
 AA2088'FOOT CHAIN LINK FENCE, 27.5 FT (8.4 M) EAST OF THE CENTERLINE OF
 AA2088'TALLADEGA COUNTY ROAD NO. 399, 42.8 FT (13.0 M) SOUTH-SOUTHWEST OF
 AA2088'TRANSFORMER POWER POLE NO. 327, 56.7 FT (17.3 M) EAST OF A FENCE
 AA2088'JUNCTION ACROSS THE ROAD, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS
 AA2088'POST, AND SET FLUSH WITH THE GROUND. STATION 61-13 1993 MAY BE USED AS
 AA2088'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2089 ***********************************************************************
 AA2089  DESIGNATION -  61 15
 AA2089  PID         -  AA2089
 AA2089  STATE/COUNTY-  AL/TALLADEGA
 AA2089  USGS QUAD   -  TALLADEGA (1987)
 AA2089
 AA2089                         *CURRENT SURVEY CONTROL
 AA2089  ___________________________________________________________________
 AA2089* NAD 83(1992)-  33 27 12.30129(N)    086 00 14.09756(W)     ADJUSTED  
 AA2089* NAVD 88     -       213.9    (meters)     702.     (feet)  VERTCON   
 AA2089  ___________________________________________________________________
 AA2089  X           -     371,234.687 (meters)                     COMP
 AA2089  Y           -  -5,314,122.788 (meters)                     COMP
 AA2089  Z           -   3,496,126.738 (meters)                     COMP
 AA2089  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AA2089  ELLIP HEIGHT-         185.05  (meters)          (07/29/02) GPS OBS
 AA2089  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA2089
 AA2089  HORZ ORDER  -  FIRST
 AA2089  ELLP ORDER  -  FOURTH    CLASS I
 AA2089
 AA2089.The horizontal coordinates were established by GPS observations
 AA2089.and adjusted by the National Geodetic Survey in September 1994..
 AA2089
 AA2089.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2089.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2089
 AA2089.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2089
 AA2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2089
 AA2089.The ellipsoidal height was determined by GPS observations
 AA2089.and is referenced to NAD 83.
 AA2089
 AA2089.The geoid height was determined by GEOID03.
 AA2089
 AA2089;                    North         East     Units Scale Factor Converg.
 AA2089;SPC AL E     -   327,494.027   184,141.166   MT  0.99996310   -0 05 38.5
 AA2089;UTM  16      - 3,701,998.250   592,573.007   MT  0.99970565   +0 32 56.9
 AA2089
 AA2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2089!SPC AL E     -   0.99997095  x   0.99996310  =   0.99993405
 AA2089!UTM  16      -   0.99997095  x   0.99970565  =   0.99967661
 AA2089
 AA2089                          SUPERSEDED SURVEY CONTROL
 AA2089
 AA2089  ELLIP H (09/29/94)  185.12   (m)                       GP(       ) 3 2
 AA2089  NGVD 29 (09/29/94)  213.8    (m)          701.     (f) GPS OBS        
 AA2089
 AA2089.Superseded values are not recommended for survey control.
 AA2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2089.See file dsdata.txt to determine how the superseded data were derived.
 AA2089
 AA2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9257301998(NAD 83)
 AA2089_MARKER: DD = SURVEY DISK
 AA2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2089_SP_SET: CONCRETE POST
 AA2089_STAMPING: 61-15 1993
 AA2089_MARK LOGO: ALHD  
 AA2089_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2089+STABILITY: SURFACE MOTION
 AA2089_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2089+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2089
 AA2089  HISTORY     - Date     Condition        Report By
 AA2089  HISTORY     - 1993     MONUMENTED       ALHD
 AA2089
 AA2089                          STATION DESCRIPTION
 AA2089
 AA2089'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2089'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2089'A TALLADEGA COUNTY GRAVEL ROAD, ABOUT 5.85 MI (9.41 KM) EAST-NORTHEAST
 AA2089'OF TALLADEGA AND ABOUT 4.50 MI (7.24 KM) NORTH-NORTHEAST OF WALDO. TO
 AA2089'REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 77 SOUTH (MILE
 AA2089'POST 233.55 ON ALA 21 AND MILE POST 63.55 ON ALA 77) IN TALLADEGA,
 AA2089'DRIVE NORTHEAST ON ALA 21 FOR 4.30 MI (6.92 KM) TO MILE POST 237.85
 AA2089'AND TALLADEGA COUNTY ROAD NO. 321 ON THE RIGHT, TURN RIGHT ON
 AA2089'TALLADEGA COUNTY ROAD NO. 321 AND DRIVE SOUTH FOR 0.50 MI (0.80 KM) TO
 AA2089'TALLADEGA COUNTY ROAD NO. 382 ON THE LEFT, TURN LEFT ON TALLADEGA
 AA2089'COUNTY ROAD NO. 382 AND DRIVE SOUTHEAST AND EAST FOR 1.50 MI (2.41 KM)
 AA2089'TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE
 AA2089'SOUTH FOR 0.55 MI (0.89 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA2089'13.0 FT (4.0 M) NORTH-NORTHWEST OF THE CENTER OF AN OLD WOODS ROAD,
 AA2089'22.0 FT (6.7 M) EAST-NORTHEAST OF A GRAVEL ROAD, 2.4 FT (0.7 M) WEST
 AA2089'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2089'61-16 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2090 ***********************************************************************
 AA2090  DESIGNATION -  61 16
 AA2090  PID         -  AA2090
 AA2090  STATE/COUNTY-  AL/TALLADEGA
 AA2090  USGS QUAD   -  TALLADEGA (1987)
 AA2090
 AA2090                         *CURRENT SURVEY CONTROL
 AA2090  ___________________________________________________________________
 AA2090* NAD 83(1992)-  33 27 39.21245(N)    086 00 15.55371(W)     ADJUSTED  
 AA2090* NAVD 88     -       201.9    (meters)     662.     (feet)  VERTCON   
 AA2090  ___________________________________________________________________
 AA2090  X           -     371,164.625 (meters)                     COMP
 AA2090  Y           -  -5,313,659.472 (meters)                     COMP
 AA2090  Z           -   3,496,811.898 (meters)                     COMP
 AA2090  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA2090  ELLIP HEIGHT-         173.11  (meters)          (07/29/02) GPS OBS
 AA2090  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA2090
 AA2090  HORZ ORDER  -  FIRST
 AA2090  ELLP ORDER  -  FOURTH    CLASS I
 AA2090
 AA2090.The horizontal coordinates were established by GPS observations
 AA2090.and adjusted by the National Geodetic Survey in September 1994..
 AA2090
 AA2090.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2090.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2090
 AA2090.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2090
 AA2090.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2090
 AA2090.The ellipsoidal height was determined by GPS observations
 AA2090.and is referenced to NAD 83.
 AA2090
 AA2090.The geoid height was determined by GEOID03.
 AA2090
 AA2090;                    North         East     Units Scale Factor Converg.
 AA2090;SPC AL E     -   328,323.164   184,104.925   MT  0.99996311   -0 05 39.4
 AA2090;UTM  16      - 3,702,826.715   592,527.472   MT  0.99970555   +0 32 56.5
 AA2090
 AA2090!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2090!SPC AL E     -   0.99997282  x   0.99996311  =   0.99993593
 AA2090!UTM  16      -   0.99997282  x   0.99970555  =   0.99967838
 AA2090
 AA2090                          SUPERSEDED SURVEY CONTROL
 AA2090
 AA2090  ELLIP H (09/29/94)  173.18   (m)                       GP(       ) 3 2
 AA2090  NGVD 29 (09/29/94)  201.9    (m)          662.     (f) GPS OBS        
 AA2090
 AA2090.Superseded values are not recommended for survey control.
 AA2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2090.See file dsdata.txt to determine how the superseded data were derived.
 AA2090
 AA2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9252702827(NAD 83)
 AA2090_MARKER: DD = SURVEY DISK
 AA2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2090_SP_SET: CONCRETE POST
 AA2090_STAMPING: 61-16 1993
 AA2090_MARK LOGO: ALHD  
 AA2090_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2090+STABILITY: SURFACE MOTION
 AA2090_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2090+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2090
 AA2090  HISTORY     - Date     Condition        Report By
 AA2090  HISTORY     - 1993     MONUMENTED       ALHD
 AA2090
 AA2090                          STATION DESCRIPTION
 AA2090
 AA2090'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2090'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTHEAST RIGHT OF
 AA2090'WAY OF TALLADEGA COUNTY ROAD NO. 382, ABOUT 5.90 MI (9.49 KM)
 AA2090'EAST-NORTHEAST OF TALLADEGA AND ABOUT 5.00 MI (8.05 KM)
 AA2090'NORTH-NORTHEAST OF WALDO. TO REACH THE STATION FROM THE JUNCTION OF
 AA2090'ALA 21 AND ALA 77 SOUTH (MILE POST 233.55 ON ALA 21 AND MILE POST
 AA2090'63.55 ON ALA 77) IN TALLADEGA, DRIVE NORTHEAST ON ALA 21 FOR 4.30 MI
 AA2090'(6.92 KM) TO MILE POST 237.85 AND TALLADEGA COUNTY ROAD NO. 321 ON THE
 AA2090'RIGHT, TURN RIGHT ON TALLADEGA COUNTY ROAD NO. 321 AND DRIVE SOUTH FOR
 AA2090'0.50 MI (0.80 KM) TO TALLADEGA COUNTY ROAD NO. 382 ON THE LEFT, TURN
 AA2090'LEFT ON TALLADEGA COUNTY ROAD NO. 382 AND DRIVE SOUTHEAST AND EAST FOR
 AA2090'1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT. THE STATION IS 51.0 FT
 AA2090'(15.5 M) SOUTHEAST OF THE CENTER OF TALLADEGA COUNTY ROAD NO. 382, 1.8
 AA2090'FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2090'GROUND. STATION 61-15 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2091 ***********************************************************************
 AA2091  DESIGNATION -  61 17
 AA2091  PID         -  AA2091
 AA2091  STATE/COUNTY-  AL/TALLADEGA
 AA2091  USGS QUAD   -  TALLADEGA (1987)
 AA2091
 AA2091                         *CURRENT SURVEY CONTROL
 AA2091  ___________________________________________________________________
 AA2091* NAD 83(1992)-  33 24 14.20551(N)    086 01 35.98199(W)     ADJUSTED  
 AA2091* NAVD 88     -       200.8    (meters)     659.     (feet)  VERTCON   
 AA2091  ___________________________________________________________________
 AA2091  X           -     369,333.720 (meters)                     COMP
 AA2091  Y           -  -5,317,274.387 (meters)                     COMP
 AA2091  Z           -   3,491,540.136 (meters)                     COMP
 AA2091  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AA2091  ELLIP HEIGHT-         171.93  (meters)          (07/29/02) GPS OBS
 AA2091  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA2091
 AA2091  HORZ ORDER  -  FIRST
 AA2091  ELLP ORDER  -  FOURTH    CLASS I
 AA2091
 AA2091.The horizontal coordinates were established by GPS observations
 AA2091.and adjusted by the National Geodetic Survey in September 1994..
 AA2091
 AA2091.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2091.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2091
 AA2091.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2091
 AA2091.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2091
 AA2091.The ellipsoidal height was determined by GPS observations
 AA2091.and is referenced to NAD 83.
 AA2091
 AA2091.The geoid height was determined by GEOID03.
 AA2091
 AA2091;                    North         East     Units Scale Factor Converg.
 AA2091;SPC AL E     -   322,010.997   182,016.330   MT  0.99996399   -0 06 23.2
 AA2091;UTM  16      - 3,696,493.162   590,510.349   MT  0.99970100   +0 32 09.2
 AA2091
 AA2091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2091!SPC AL E     -   0.99997301  x   0.99996399  =   0.99993700
 AA2091!UTM  16      -   0.99997301  x   0.99970100  =   0.99967402
 AA2091
 AA2091                          SUPERSEDED SURVEY CONTROL
 AA2091
 AA2091  ELLIP H (09/29/94)  172.00   (m)                       GP(       ) 3 2
 AA2091  NGVD 29 (09/29/94)  200.7    (m)          658.     (f) GPS OBS        
 AA2091
 AA2091.Superseded values are not recommended for survey control.
 AA2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2091.See file dsdata.txt to determine how the superseded data were derived.
 AA2091
 AA2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9051096493(NAD 83)
 AA2091_MARKER: DD = SURVEY DISK
 AA2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2091_SP_SET: CONCRETE POST
 AA2091_STAMPING: 61-17 1993
 AA2091_MARK LOGO: ALHD  
 AA2091_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2091+STABILITY: SURFACE MOTION
 AA2091_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2091+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2091
 AA2091  HISTORY     - Date     Condition        Report By
 AA2091  HISTORY     - 1993     MONUMENTED       ALHD
 AA2091
 AA2091                          STATION DESCRIPTION
 AA2091
 AA2091'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2091'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTH RIGHT OF WAY
 AA2091'OF TALLADEGA COUNTY ROAD NO. 303, ABOUT 0.90 MI (1.45 KM) NORTHEAST OF
 AA2091'WALDO AND 4.75 MI (7.64 KM) SOUTHEAST OF TALLADEGA. TO REACH THE
 AA2091'STATION FROM THE JUNCTION OF ALA 21 AND ALA 77 SOUTH (MILE POST 63.55
 AA2091'ON ALA 77 AND MILE POST 233.55 ON ALA 21) IN TALLADEGA, DRIVE
 AA2091'SOUTHEAST ON ALA 77 FOR 3.55 MI (5.71 KM) TO MILE POST 60.00 AND
 AA2091'TALLADEGA COUNTY ROAD NO. 303 LEFT AND RIGHT, TURN LEFT ON TALLADEGA
 AA2091'COUNTY ROAD NO. 303 AND DRIVE EAST FOR 1.20 MI (1.93 KM) TO THE
 AA2091'STATION ON THE RIGHT. THE STATION IS 38.0 FT (11.6 M) SOUTH OF THE
 AA2091'CENTER OF TALLADEGA COUNTY ROAD NO. 303, 87.2 FT (26.6 M)
 AA2091'SOUTH-SOUTHWEST OF A BRACED NINE-INCH WOOD POST IN THE FENCE LINE
 AA2091'ACROSS THE ROAD, 1.6 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND
 AA2091'SET FLUSH WITH THE GROUND. STATION 61-18 1993 MAY BE USED AS AN
 AA2091'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2092 ***********************************************************************
 AA2092  DESIGNATION -  61 18
 AA2092  PID         -  AA2092
 AA2092  STATE/COUNTY-  AL/TALLADEGA
 AA2092  USGS QUAD   -  TALLADEGA (1987)
 AA2092
 AA2092                         *CURRENT SURVEY CONTROL
 AA2092  ___________________________________________________________________
 AA2092* NAD 83(1992)-  33 24 14.70786(N)    086 01 10.79279(W)     ADJUSTED  
 AA2092* NAVD 88     -       227.1    (meters)     745.     (feet)  VERTCON   
 AA2092  ___________________________________________________________________
 AA2092  X           -     369,984.001 (meters)                     COMP
 AA2092  Y           -  -5,317,242.671 (meters)                     COMP
 AA2092  Z           -   3,491,567.552 (meters)                     COMP
 AA2092  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 AA2092  ELLIP HEIGHT-         198.26  (meters)          (07/29/02) GPS OBS
 AA2092  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 AA2092
 AA2092  HORZ ORDER  -  FIRST
 AA2092  ELLP ORDER  -  FOURTH    CLASS I
 AA2092
 AA2092.The horizontal coordinates were established by GPS observations
 AA2092.and adjusted by the National Geodetic Survey in September 1994..
 AA2092
 AA2092.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2092
 AA2092.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2092
 AA2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2092
 AA2092.The ellipsoidal height was determined by GPS observations
 AA2092.and is referenced to NAD 83.
 AA2092
 AA2092.The geoid height was determined by GEOID03.
 AA2092
 AA2092;                    North         East     Units Scale Factor Converg.
 AA2092;SPC AL E     -   322,025.286   182,667.229   MT  0.99996370   -0 06 09.3
 AA2092;UTM  16      - 3,696,514.741   591,160.877   MT  0.99970246   +0 32 23.1
 AA2092
 AA2092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2092!SPC AL E     -   0.99996888  x   0.99996370  =   0.99993258
 AA2092!UTM  16      -   0.99996888  x   0.99970246  =   0.99967134
 AA2092
 AA2092                          SUPERSEDED SURVEY CONTROL
 AA2092
 AA2092  ELLIP H (09/29/94)  198.34   (m)                       GP(       ) 3 2
 AA2092  NGVD 29 (09/29/94)  227.0    (m)          745.     (f) GPS OBS        
 AA2092
 AA2092.Superseded values are not recommended for survey control.
 AA2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2092.See file dsdata.txt to determine how the superseded data were derived.
 AA2092
 AA2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9116196515(NAD 83)
 AA2092_MARKER: DD = SURVEY DISK
 AA2092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2092_SP_SET: CONCRETE POST
 AA2092_STAMPING: 61-18 1993
 AA2092_MARK LOGO: ALHD  
 AA2092_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2092+STABILITY: SURFACE MOTION
 AA2092_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2092+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2092
 AA2092  HISTORY     - Date     Condition        Report By
 AA2092  HISTORY     - 1993     MONUMENTED       ALHD
 AA2092
 AA2092                          STATION DESCRIPTION
 AA2092
 AA2092'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2092'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE NORTH RIGHT OF WAY
 AA2092'OF TALLADEGA COUNTY ROAD NO. 303, ABOUT 1.25 MI (2.01 KM) NORTHEAST OF
 AA2092'WALDO AND 5.10 MI (8.21 KM) SOUTHEAST OF TALLADEGA. TO REACH THE
 AA2092'STATION FROM THE JUNCTION OF ALA 21 AND ALA 77 SOUTH (MILE POST 63.55
 AA2092'ON ALA 77 AND MILE POST 233.55 ON ALA 21) IN TALLADEGA, DRIVE
 AA2092'SOUTHEAST ON ALA 77 FOR 3.55 MI (5.71 KM) TO MILE POST 60.00 AND
 AA2092'TALLADEGA COUNTY ROAD NO. 303 LEFT AND RIGHT, TURN LEFT ON TALLADEGA
 AA2092'COUNTY ROAD NO. 303 AND DRIVE EAST FOR 1.60 MI (2.57 KM) TO THE
 AA2092'STATION ON THE LEFT. THE STATION IS 3.3 FT (1.0 M) SOUTH OF A FOUR
 AA2092'STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS, 33.9 FT (10.3 M) NORTH
 AA2092'OF THE CENTER OF TALLADEGA COUNTY ROAD NO. 303, 92.0 FT (28.0 M) EAST
 AA2092'OF THE CROSS TIE SOUTHWEST FENCE CORNER POST, 93.0 FT (28.3 M) EAST OF
 AA2092'A STEEL PROPERTY CORNER, 129.3 FT (39.4 M) WEST-SOUTHWEST OF TELEPHONE
 AA2092'CABLE PEDESTAL NO. LM 4 ACROSS THE ROAD, 129.6 FT (39.5 M)
 AA2092'WEST-SOUTHWEST OF JUNCTION POWER POLE NO. REA CO - OP 3111 - 7 ACROSS
 AA2092'THE ROAD, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA2092'FLUSH WITH THE GROUND. STATION 61-17 1993 MAY BE USED AS AN AZIMUTH
 AA2092'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2093 ***********************************************************************
 AA2093  DESIGNATION -  61 19
 AA2093  PID         -  AA2093
 AA2093  STATE/COUNTY-  AL/TALLADEGA
 AA2093  USGS QUAD   -  WINTERBORO (1984)
 AA2093
 AA2093                         *CURRENT SURVEY CONTROL
 AA2093  ___________________________________________________________________
 AA2093* NAD 83(1992)-  33 21 50.61510(N)    086 14 12.01531(W)     ADJUSTED  
 AA2093* NAVD 88     -       148.2    (meters)     486.     (feet)  VERTCON   
 AA2093  ___________________________________________________________________
 AA2093  X           -     349,998.477 (meters)                     COMP
 AA2093  Y           -  -5,320,977.455 (meters)                     COMP
 AA2093  Z           -   3,487,817.112 (meters)                     COMP
 AA2093  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 AA2093  ELLIP HEIGHT-         119.17  (meters)          (07/29/02) GPS OBS
 AA2093  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AA2093
 AA2093  HORZ ORDER  -  FIRST
 AA2093  ELLP ORDER  -  FOURTH    CLASS I
 AA2093
 AA2093.The horizontal coordinates were established by GPS observations
 AA2093.and adjusted by the National Geodetic Survey in September 1994..
 AA2093
 AA2093.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2093.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2093
 AA2093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2093
 AA2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2093
 AA2093.The ellipsoidal height was determined by GPS observations
 AA2093.and is referenced to NAD 83.
 AA2093
 AA2093.The geoid height was determined by GEOID03.
 AA2093
 AA2093;                    North         East     Units Scale Factor Converg.
 AA2093;SPC AL E     -   317,643.298   162,463.747   MT  0.99997736   -0 13 18.6
 AA2093;UTM  16      - 3,691,907.986   571,013.569   MT  0.99966217   +0 25 11.3
 AA2093
 AA2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2093!SPC AL E     -   0.99998129  x   0.99997736  =   0.99995865
 AA2093!UTM  16      -   0.99998129  x   0.99966217  =   0.99964347
 AA2093
 AA2093:                Primary Azimuth Mark                     Grid Az
 AA2093:SPC AL E     -  61 20                                    348 38 47.0
 AA2093:UTM  16      -  61 20                                    348 00 17.1
 AA2093
 AA2093|---------------------------------------------------------------------|
 AA2093| PID    Reference Object                     Distance      Geod. Az  |
 AA2093|                                                           dddmmss.s |
 AA2093| AA2094 61 20                               401.028 METERS 3482528.4 |
 AA2093|---------------------------------------------------------------------|
 AA2093
 AA2093                          SUPERSEDED SURVEY CONTROL
 AA2093
 AA2093  ELLIP H (09/29/94)  119.24   (m)                       GP(       ) 3 2
 AA2093  NGVD 29 (09/29/94)  148.1    (m)          486.     (f) GPS OBS        
 AA2093
 AA2093.Superseded values are not recommended for survey control.
 AA2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2093.See file dsdata.txt to determine how the superseded data were derived.
 AA2093
 AA2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7101491908(NAD 83)
 AA2093_MARKER: DD = SURVEY DISK
 AA2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2093_SP_SET: CONCRETE POST
 AA2093_STAMPING: 61-19 1993
 AA2093_MARK LOGO: ALHD  
 AA2093_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2093+STABILITY: SURFACE MOTION
 AA2093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2093+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 AA2093
 AA2093  HISTORY     - Date     Condition        Report By
 AA2093  HISTORY     - 1993     MONUMENTED       ALHD
 AA2093  HISTORY     - 19980713 GOOD             JCLS
 AA2093
 AA2093                          STATION DESCRIPTION
 AA2093
 AA2093'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2093'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2093'TALLADEGA COUNTY ROAD NO. 207, ABOUT 9.10 MI (14.64 KM) SOUTHWEST OF
 AA2093'TALLADEGA AND ABOUT 9.15 MI (14.73 KM) NORTHEAST OF CHILDERSBURG. TO
 AA2093'REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 76 (MILE POST
 AA2093'222.70 ON ALA 21 AND MILE POST 16.70 ON ALA 76) ABOUT 10.65 MI (17.14
 AA2093'KM) EAST OF CHILDERSBURG, DRIVE NORTHEAST ON ALA 21 FOR 2.45 MI (3.94
 AA2093'KM) TO MILE POST 225.15 AND TALLADEGA COUNTY ROAD NO. 240 LEFT AND
 AA2093'RIGHT, TURN LEFT ON TALLADEGA COUNTY ROAD NO. 240 AND DRIVE WEST FOR
 AA2093'3.35 MI (5.39 KM) TO TALLADEGA COUNTY ROAD NO. 207 ON THE RIGHT, TURN
 AA2093'RIGHT ON TALLADEGA COUNTY ROAD NO. 207 AND DRIVE NORTH FOR 1.00 MI
 AA2093'(1.61 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M)
 AA2093'EAST-NORTHEAST OF A SIX BY SIX-INCH TREATED WOOD FENCE JUNCTION POST,
 AA2093'3.6 FT (1.1 M) EAST-NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA2093'RED TOP STEEL POSTS, 3.8 FT (1.2 M) NORTH OF TELEPHONE CABLE PEDESTAL
 AA2093'NO. LC, 44.6 FT (13.6 M) WEST-SOUTHWEST OF THE CENTERLINE OF TALLADEGA
 AA2093'COUNTY ROAD NO. 207, 81.8 FT (24.9 M) WEST OF A JUNCTION POWER POLE
 AA2093'ACROSS THE ROAD, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND
 AA2093'SET FLUSH WITH THE GROUND. STATION 61-20 1993 MAY BE USED AS AN
 AA2093'AZIMUTH FOR THIS STATION.
 AA2093
 AA2093                          STATION RECOVERY (1998)
 AA2093
 AA2093'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA2093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2790 ***********************************************************************
 DH2790  DESIGNATION -  61 2
 DH2790  PID         -  DH2790
 DH2790  STATE/COUNTY-  AL/TALLADEGA
 DH2790  USGS QUAD   -  PORTER GAP (1987)
 DH2790
 DH2790                         *CURRENT SURVEY CONTROL
 DH2790  ___________________________________________________________________
 DH2790* NAD 83(1992)-  33 22 07.12762(N)    086 05 39.96798(W)     ADJUSTED  
 DH2790* NAVD 88     -       168.0    (meters)     551.     (feet)  VERTCON   
 DH2790  ___________________________________________________________________
 DH2790  X           -     363,188.659 (meters)                     COMP
 DH2790  Y           -  -5,319,829.669 (meters)                     COMP
 DH2790  Z           -   3,488,252.968 (meters)                     COMP
 DH2790  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DH2790  ELLIP HEIGHT-         139.12  (meters)          (07/29/02) GPS OBS
 DH2790  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH2790
 DH2790  HORZ ORDER  -  FIRST
 DH2790  ELLP ORDER  -  FOURTH    CLASS I
 DH2790
 DH2790.The horizontal coordinates were established by GPS observations
 DH2790.and adjusted by the National Geodetic Survey in December 1992..
 DH2790
 DH2790.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2790.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2790
 DH2790.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2790
 DH2790.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2790
 DH2790.The ellipsoidal height was determined by GPS observations
 DH2790.and is referenced to NAD 83.
 DH2790
 DH2790.The geoid height was determined by GEOID03.
 DH2790
 DH2790;                    North         East     Units Scale Factor Converg.
 DH2790;SPC AL E     -   318,109.796   175,702.076   MT  0.99996728   -0 08 37.0
 DH2790;UTM  16      - 3,692,522.531   584,241.908   MT  0.99968749   +0 29 53.2
 DH2790
 DH2790!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2790!SPC AL E     -   0.99997816  x   0.99996728  =   0.99994544
 DH2790!UTM  16      -   0.99997816  x   0.99968749  =   0.99966566
 DH2790
 DH2790|---------------------------------------------------------------------|
 DH2790| PID    Reference Object                     Distance      Geod. Az  |
 DH2790|                                                           dddmmss.s |
 DH2790| DH2789 61 1                                381.903 METERS 22547     |
 DH2790|---------------------------------------------------------------------|
 DH2790
 DH2790                          SUPERSEDED SURVEY CONTROL
 DH2790
 DH2790  ELLIP H (12/04/92)  139.21   (m)                       GP(       ) 4 1
 DH2790  NAD 83(1986)-  33 22 07.13636(N)    086 05 39.96897(W) AD(       ) 1
 DH2790  NGVD 29 (12/04/92)  167.9    (m)          551.     (f) GPS OBS        
 DH2790
 DH2790.Superseded values are not recommended for survey control.
 DH2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2790.See file dsdata.txt to determine how the superseded data were derived.
 DH2790
 DH2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8424292523(NAD 83)
 DH2790_MARKER: DD = SURVEY DISK
 DH2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2790_SP_SET: CONCRETE POST
 DH2790_STAMPING: 61-2 1990
 DH2790_MARK LOGO: ALHD  
 DH2790_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2790+STABILITY: SURFACE MOTION
 DH2790_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2790+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1991
 DH2790
 DH2790  HISTORY     - Date     Condition        Report By
 DH2790  HISTORY     - 1990     MONUMENTED       ALHD
 DH2790  HISTORY     - 19910620 GOOD             ALHD
 DH2790
 DH2790                          STATION DESCRIPTION
 DH2790
 DH2790'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2790'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTHEAST RIGHT OF
 DH2790'WAY OF TALLADEGA COUNTY ROAD NO. 303, ABOUT 7.08 KM (4.40 MI) SOUTH
 DH2790'OF TALLADEGA AND ABOUT 5.87 KM (3.65 MI) WEST - SOUTHWEST OF WALDO.
 DH2790'TO REACH THE STATION FROM THE JUNCTION OF ALA 77 AND TALLADEGA COUNTY
 DH2790'COUNTY ROAD NO. 303, MILE POST 60.00 ON ALA 77, DRIVE SOUTHWEST ON
 DH2790'TALLADEGA COUNTY ROAD NO. 303 6.28 KM (3.90 MI) TO THE STATION ON THE
 DH2790'LEFT.
 DH2790'THE STATION IS 0.88 M (2.89 FT) NORTHWEST OF A FIVE STRAND BARBED WIRE
 DH2790'FENCE ON STEEL POSTS, 11.28 M (37.01 FT) SOUTHEAST OF THE CENTER OF
 DH2790'TALLADEGA COUNTY COUNTY ROAD NO. 303, 40.69 M (133.50 FT) NORTH -
 DH2790'NORTHEAST OF THE NORTH POST OF A CATTLE GAP, 0.75 M (2.46 FT)
 DH2790'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 DH2790'STATION 61 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2790
 DH2790                          STATION RECOVERY (1991)
 DH2790
 DH2790'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2790'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTHEAST RIGHT OF
 DH2790'WAY OF TALLADEGA COUNTY ROAD NO. 303, ABOUT 7.08 KM (4.40 MI) SOUTH
 DH2790'OF TALLADEGA AND ABOUT 5.87 KM (3.65 MI) WEST-SOUTHWEST OF WALDO.
 DH2790'TO REACH THE STATION FROM THE JUNCTION OF ALA 77 AND TALLADEGA COUNTY
 DH2790'COUNTY ROAD NO. 303, MILE POST 60.00 ON ALA 77, DRIVE SOUTHWEST ON
 DH2790'TALLADEGA COUNTY ROAD NO. 303 FOR 6.28 KM (3.90 MI) TO THE STATION ON
 DH2790'THE LEFT.
 DH2790'THE STATION IS 0.88 M (2.89 FT) NORTHWEST OF A FIVE STRAND BARBED WIRE
 DH2790'FENCE ON STEEL POSTS, 11.28 M (37.01 FT) SOUTHEAST OF THE CENTER OF
 DH2790'TALLADEGA COUNTY COUNTY ROAD NO. 303, 40.69 M (133.50 FT)
 DH2790'NORTH-NORTHEAST OF THE NORTH POST OF A CATTLE GAP, 0.75 M (2.46 FT)
 DH2790'NORTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 DH2790'STATION 61-1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2094 ***********************************************************************
 AA2094  DESIGNATION -  61 20
 AA2094  PID         -  AA2094
 AA2094  STATE/COUNTY-  AL/TALLADEGA
 AA2094  USGS QUAD   -  WINTERBORO (1984)
 AA2094
 AA2094                         *CURRENT SURVEY CONTROL
 AA2094  ___________________________________________________________________
 AA2094* NAD 83(1992)-  33 22 03.36709(N)    086 14 15.12812(W)     ADJUSTED  
 AA2094* NAVD 88     -       143.2    (meters)     470.     (feet)  VERTCON   
 AA2094  ___________________________________________________________________
 AA2094  X           -     349,903.724 (meters)                     COMP
 AA2094  Y           -  -5,320,762.959 (meters)                     COMP
 AA2094  Z           -   3,488,142.485 (meters)                     COMP
 AA2094  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 AA2094  ELLIP HEIGHT-         114.17  (meters)          (07/29/02) GPS OBS
 AA2094  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 AA2094
 AA2094  HORZ ORDER  -  FIRST
 AA2094  ELLP ORDER  -  FOURTH    CLASS I
 AA2094
 AA2094.The horizontal coordinates were established by GPS observations
 AA2094.and adjusted by the National Geodetic Survey in September 1994..
 AA2094
 AA2094.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2094.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2094
 AA2094.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2094
 AA2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2094
 AA2094.The ellipsoidal height was determined by GPS observations
 AA2094.and is referenced to NAD 83.
 AA2094
 AA2094.The geoid height was determined by GEOID03.
 AA2094
 AA2094;                    North         East     Units Scale Factor Converg.
 AA2094;SPC AL E     -   318,036.469   162,384.801   MT  0.99997744   -0 13 20.3
 AA2094;UTM  16      - 3,692,300.124   570,930.252   MT  0.99966203   +0 25 09.8
 AA2094
 AA2094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2094!SPC AL E     -   0.99998208  x   0.99997744  =   0.99995952
 AA2094!UTM  16      -   0.99998208  x   0.99966203  =   0.99964411
 AA2094
 AA2094:                Primary Azimuth Mark                     Grid Az
 AA2094:SPC AL E     -  61 19                                    168 38 47.0
 AA2094:UTM  16      -  61 19                                    168 00 16.9
 AA2094
 AA2094|---------------------------------------------------------------------|
 AA2094| PID    Reference Object                     Distance      Geod. Az  |
 AA2094|                                                           dddmmss.s |
 AA2094| AA2093 61 19                               401.028 METERS 1682526.7 |
 AA2094|---------------------------------------------------------------------|
 AA2094
 AA2094                          SUPERSEDED SURVEY CONTROL
 AA2094
 AA2094  ELLIP H (09/29/94)  114.23   (m)                       GP(       ) 3 2
 AA2094  NGVD 29 (09/29/94)  143.1    (m)          469.     (f) GPS OBS        
 AA2094
 AA2094.Superseded values are not recommended for survey control.
 AA2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2094.See file dsdata.txt to determine how the superseded data were derived.
 AA2094
 AA2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7093092300(NAD 83)
 AA2094_MARKER: DD = SURVEY DISK
 AA2094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2094_SP_SET: CONCRETE POST
 AA2094_STAMPING: 61-20 1993
 AA2094_MARK LOGO: ALHD  
 AA2094_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2094+STABILITY: SURFACE MOTION
 AA2094_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2094+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2094
 AA2094  HISTORY     - Date     Condition        Report By
 AA2094  HISTORY     - 1993     MONUMENTED       ALHD
 AA2094
 AA2094                          STATION DESCRIPTION
 AA2094
 AA2094'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2094'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2094'TALLADEGA COUNTY ROAD NO. 207, ABOUT 9.00 MI (14.48 KM) SOUTHWEST OF
 AA2094'TALLADEGA AND ABOUT 9.25 MI (14.89 KM) NORTHEAST OF CHILDERSBURG. TO
 AA2094'REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 76 (MILE POST
 AA2094'222.70 ON ALA 21 AND MILE POST 16.70 ON ALA 76) ABOUT 10.65 MI (17.14
 AA2094'KM) EAST OF CHILDERSBURG, DRIVE NORTHEAST ON ALA 21 FOR 2.45 MI (3.94
 AA2094'KM) TO MILE POST 225.15 AND TALLADEGA COUNTY ROAD NO. 240 LEFT AND
 AA2094'RIGHT, TURN LEFT ON TALLADEGA COUNTY ROAD NO. 240 AND DRIVE WEST FOR
 AA2094'3.35 MI (5.39 KM) TO TALLADEGA COUNTY ROAD NO. 207 ON THE RIGHT, TURN
 AA2094'RIGHT ON TALLADEGA COUNTY ROAD NO. 207 AND DRIVE NORTH FOR 1.25 MI
 AA2094'(2.01 KM) TO THE STATION ON THE LEFT. THE STATION IS 4.2 FT (1.3 M)
 AA2094'EAST OF A BRACED CROSS TIE POST IN THE FENCE LINE, 4.7 FT (1.4 M) EAST
 AA2094'OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 37.0 FT
 AA2094'(11.3 M) WEST OF THE CENTERLINE OF TALLADEGA COUNTY ROAD NO. 207, 98.5
 AA2094'FT (30.0 M) NORTH OF AN UNUSED POWER LINE GUY POLE, 138.0 FT (42.1 M)
 AA2094'NORTHWEST OF A POWER POLE WITH CIRCUIT BREAKERS ACROSS THE ROAD, 193.3
 AA2094'FT (58.9 M) NORTHWEST OF THE SOUTHWEST CORNER OF A BRICK COLUMN NORTH
 AA2094'OF A GRAVEL DRIVEWAY ACROSS THE ROAD, 215.7 FT (65.7 M) NORTHWEST OF
 AA2094'TELEPHONE CABLE PEDESTAL NO. 68 ACROSS THE ROAD, 4.0 FT (1.2 M) EAST
 AA2094'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2094'61-19 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2095 ***********************************************************************
 AA2095  DESIGNATION -  61 21
 AA2095  PID         -  AA2095
 AA2095  STATE/COUNTY-  AL/TALLADEGA
 AA2095  USGS QUAD   -  CHILDERSBURG (1972)
 AA2095
 AA2095                         *CURRENT SURVEY CONTROL
 AA2095  ___________________________________________________________________
 AA2095* NAD 83(1992)-  33 21 59.15010(N)    086 19 55.66398(W)     ADJUSTED  
 AA2095* NAVD 88     -       131.6    (meters)     432.     (feet)  VERTCON   
 AA2095  ___________________________________________________________________
 AA2095  X           -     341,122.809 (meters)                     COMP
 AA2095  Y           -  -5,321,394.979 (meters)                     COMP
 AA2095  Z           -   3,488,027.566 (meters)                     COMP
 AA2095  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 AA2095  ELLIP HEIGHT-         102.51  (meters)          (07/29/02) GPS OBS
 AA2095  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA2095
 AA2095  HORZ ORDER  -  FIRST
 AA2095  ELLP ORDER  -  FOURTH    CLASS I
 AA2095
 AA2095.The horizontal coordinates were established by GPS observations
 AA2095.and adjusted by the National Geodetic Survey in September 1994..
 AA2095
 AA2095.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2095.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2095
 AA2095.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2095
 AA2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2095
 AA2095.The ellipsoidal height was determined by GPS observations
 AA2095.and is referenced to NAD 83.
 AA2095
 AA2095.The geoid height was determined by GEOID03.
 AA2095
 AA2095;                    North         East     Units Scale Factor Converg.
 AA2095;SPC AL E     -   317,944.707   153,581.214   MT  0.99998655   -0 16 27.6
 AA2095;UTM  16      - 3,692,109.836   562,131.125   MT  0.99964759   +0 22 02.4
 AA2095
 AA2095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2095!SPC AL E     -   0.99998391  x   0.99998655  =   0.99997046
 AA2095!UTM  16      -   0.99998391  x   0.99964759  =   0.99963150
 AA2095
 AA2095:                Primary Azimuth Mark                     Grid Az
 AA2095:SPC AL E     -  61 22                                    053 31 47.4
 AA2095:UTM  16      -  61 22                                    052 53 17.4
 AA2095
 AA2095|---------------------------------------------------------------------|
 AA2095| PID    Reference Object                     Distance      Geod. Az  |
 AA2095|                                                           dddmmss.s |
 AA2095| AA2096 61 22                               APPROX. 0.5 KM 0531519.8 |
 AA2095|---------------------------------------------------------------------|
 AA2095
 AA2095                          SUPERSEDED SURVEY CONTROL
 AA2095
 AA2095  ELLIP H (09/29/94)  102.58   (m)                       GP(       ) 3 2
 AA2095  NGVD 29 (09/29/94)  131.6    (m)          432.     (f) GPS OBS        
 AA2095
 AA2095.Superseded values are not recommended for survey control.
 AA2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2095.See file dsdata.txt to determine how the superseded data were derived.
 AA2095
 AA2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6213192110(NAD 83)
 AA2095_MARKER: DD = SURVEY DISK
 AA2095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2095_SP_SET: CONCRETE POST
 AA2095_STAMPING: 61-21 1993
 AA2095_MARK LOGO: ALHD  
 AA2095_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2095+STABILITY: SURFACE MOTION
 AA2095_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2095+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2095
 AA2095  HISTORY     - Date     Condition        Report By
 AA2095  HISTORY     - 1993     MONUMENTED       ALHD
 AA2095
 AA2095                          STATION DESCRIPTION
 AA2095
 AA2095'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2095'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE NORTHWEST RIGHT OF
 AA2095'WAY OF ALA 235, ABOUT 6.30 MI (10.14 KM) NORTH-NORTHEAST OF
 AA2095'CHILDERSBURG AND ABOUT 14.00 MI (22.53 KM) WEST-SOUTHWEST OF
 AA2095'TALLADEGA. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, U.S.
 AA2095'280, AND ALA 235 (MILE POST 0.00 ON ALA 235 AND MILE POST 32.15 ON
 AA2095'U.S. 231 AND U.S. 280) IN CHILDERSBURG, DRIVE NORTHEAST ON ALA 235 FOR
 AA2095'6.95 MI (11.18 KM) TO MILE POST 6.95 AND THE STATION ON THE LEFT. THE
 AA2095'STATION IS 2.9 FT (0.9 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE
 AA2095'ON CROSS TIE POSTS, 59.0 FT (18.0 M) NORTHWEST OF THE CENTERLINE OF
 AA2095'ALA 235, 164.5 FT (50.1 M) NORTHEAST OF A POWER POLE IN A PASTURE,
 AA2095'175.5 FT (53.5 M) SOUTHWEST OF A POWER POLE IN A PASTURE, 253.8 FT
 AA2095'(77.4 M) WEST-SOUTHWEST OF A TELEPHONE CABLE PEDESTAL, 3.0 FT (0.9 M)
 AA2095'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2095'STATION 61-22 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2096 ***********************************************************************
 AA2096  DESIGNATION -  61 22
 AA2096  PID         -  AA2096
 AA2096  STATE/COUNTY-  AL/TALLADEGA
 AA2096  USGS QUAD   -  CHILDERSBURG (1972)
 AA2096
 AA2096                         *CURRENT SURVEY CONTROL
 AA2096  ___________________________________________________________________
 AA2096* NAD 83(1992)-  33 22 09.68236(N)    086 19 38.85049(W)     ADJUSTED  
 AA2096* NAVD 88     -       136.0    (meters)     446.     (feet)  VERTCON   
 AA2096  ___________________________________________________________________
 AA2096  X           -     341,545.379 (meters)                     COMP
 AA2096  Y           -  -5,321,192.706 (meters)                     COMP
 AA2096  Z           -   3,488,300.980 (meters)                     COMP
 AA2096  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AA2096  ELLIP HEIGHT-         106.90  (meters)          (07/29/02) GPS OBS
 AA2096  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA2096
 AA2096  HORZ ORDER  -  FIRST
 AA2096  ELLP ORDER  -  FOURTH    CLASS I
 AA2096
 AA2096.The horizontal coordinates were established by GPS observations
 AA2096.and adjusted by the National Geodetic Survey in September 1994..
 AA2096
 AA2096.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2096
 AA2096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2096
 AA2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2096
 AA2096.The ellipsoidal height was determined by GPS observations
 AA2096.and is referenced to NAD 83.
 AA2096
 AA2096.The geoid height was determined by GEOID03.
 AA2096
 AA2096;                    North         East     Units Scale Factor Converg.
 AA2096;SPC AL E     -   318,267.112   154,017.395   MT  0.99998606   -0 16 18.4
 AA2096;UTM  16      - 3,692,436.995   562,563.521   MT  0.99964826   +0 22 11.8
 AA2096
 AA2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2096!SPC AL E     -   0.99998322  x   0.99998606  =   0.99996928
 AA2096!UTM  16      -   0.99998322  x   0.99964826  =   0.99963148
 AA2096
 AA2096:                Primary Azimuth Mark                     Grid Az
 AA2096:SPC AL E     -  61 21                                    233 31 47.5
 AA2096:UTM  16      -  61 21                                    232 53 17.3
 AA2096
 AA2096|---------------------------------------------------------------------|
 AA2096| PID    Reference Object                     Distance      Geod. Az  |
 AA2096|                                                           dddmmss.s |
 AA2096| AA2095 61 21                               APPROX. 0.5 KM 2331529.1 |
 AA2096|---------------------------------------------------------------------|
 AA2096
 AA2096                          SUPERSEDED SURVEY CONTROL
 AA2096
 AA2096  ELLIP H (09/29/94)  106.97   (m)                       GP(       ) 3 2
 AA2096  NGVD 29 (09/29/94)  135.9    (m)          446.     (f) GPS OBS        
 AA2096
 AA2096.Superseded values are not recommended for survey control.
 AA2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2096.See file dsdata.txt to determine how the superseded data were derived.
 AA2096
 AA2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6256492437(NAD 83)
 AA2096_MARKER: DD = SURVEY DISK
 AA2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2096_SP_SET: CONCRETE POST
 AA2096_STAMPING: 61-22 1993
 AA2096_MARK LOGO: ALHD  
 AA2096_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2096+STABILITY: SURFACE MOTION
 AA2096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2096+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2096
 AA2096  HISTORY     - Date     Condition        Report By
 AA2096  HISTORY     - 1993     MONUMENTED       ALHD
 AA2096
 AA2096                          STATION DESCRIPTION
 AA2096
 AA2096'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2096'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE NORTHWEST RIGHT OF
 AA2096'WAY OF ALA 235, ABOUT 6.55 MI (10.54 KM) NORTH-NORTHEAST OF
 AA2096'CHILDERSBURG AND ABOUT 13.70 MI (22.05 KM) WEST-SOUTHWEST OF
 AA2096'TALLADEGA. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, U.S.
 AA2096'280, AND ALA 235 (MILE POST 0.00 ON ALA 235 AND MILE POST 32.15 ON
 AA2096'U.S. 231 AND U.S. 280) IN CHILDERSBURG, DRIVE NORTHEAST ON ALA 235 FOR
 AA2096'7.25 MI (11.67 KM) TO MILE POST 7.25 AND THE STATION ON THE LEFT. THE
 AA2096'STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE
 AA2096'ON CROSS TIE POSTS, 60.3 FT (18.4 M) NORTHWEST OF THE CENTERLINE OF
 AA2096'ALA 235, 150.0 FT (45.7 M) SOUTHWEST OF A POWER POLE WITH ONE GUY
 AA2096'WIRE, 161.7 FT (49.3 M) NORTHEAST OF A TELEPHONE CABLE PEDESTAL, 3.2
 AA2096'FT (1.0 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2096'THE GROUND. STATION 61-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2096'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2097 ***********************************************************************
 AA2097  DESIGNATION -  61 23
 AA2097  PID         -  AA2097
 AA2097  STATE/COUNTY-  AL/TALLADEGA
 AA2097  USGS QUAD   -  TALLADEGA (1987)
 AA2097
 AA2097                         *CURRENT SURVEY CONTROL
 AA2097  ___________________________________________________________________
 AA2097* NAD 83(1992)-  33 26 44.61079(N)    086 07 29.29204(W)     ADJUSTED  
 AA2097* NAVD 88     -       174.6    (meters)     573.     (feet)  VERTCON   
 AA2097  ___________________________________________________________________
 AA2097  X           -     360,051.259 (meters)                     COMP
 AA2097  Y           -  -5,315,330.666 (meters)                     COMP
 AA2097  Z           -   3,495,393.230 (meters)                     COMP
 AA2097  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA2097  ELLIP HEIGHT-         145.73  (meters)          (07/29/02) GPS OBS
 AA2097  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA2097
 AA2097  HORZ ORDER  -  FIRST
 AA2097  ELLP ORDER  -  FOURTH    CLASS I
 AA2097
 AA2097.The horizontal coordinates were established by GPS observations
 AA2097.and adjusted by the National Geodetic Survey in September 1994..
 AA2097
 AA2097.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2097.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2097
 AA2097.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2097
 AA2097.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2097
 AA2097.The ellipsoidal height was determined by GPS observations
 AA2097.and is referenced to NAD 83.
 AA2097
 AA2097.The geoid height was determined by GEOID03.
 AA2097
 AA2097;                    North         East     Units Scale Factor Converg.
 AA2097;SPC AL E     -   326,665.920   172,900.013   MT  0.99996905   -0 09 38.3
 AA2097;UTM  16      - 3,701,044.284   581,344.916   MT  0.99968158   +0 28 56.6
 AA2097
 AA2097!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2097!SPC AL E     -   0.99997712  x   0.99996905  =   0.99994617
 AA2097!UTM  16      -   0.99997712  x   0.99968158  =   0.99965871
 AA2097
 AA2097:                Primary Azimuth Mark                     Grid Az
 AA2097:SPC AL E     -  61 24                                    036 29 26.1
 AA2097:UTM  16      -  61 24                                    035 50 51.2
 AA2097
 AA2097|---------------------------------------------------------------------|
 AA2097| PID    Reference Object                     Distance      Geod. Az  |
 AA2097|                                                           dddmmss.s |
 AA2097| AA2098 61 24                               476.303 METERS 0361947.8 |
 AA2097|---------------------------------------------------------------------|
 AA2097
 AA2097                          SUPERSEDED SURVEY CONTROL
 AA2097
 AA2097  ELLIP H (09/29/94)  145.80   (m)                       GP(       ) 3 2
 AA2097  NGVD 29 (09/29/94)  174.6    (m)          573.     (f) GPS OBS        
 AA2097
 AA2097.Superseded values are not recommended for survey control.
 AA2097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2097.See file dsdata.txt to determine how the superseded data were derived.
 AA2097
 AA2097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8134501044(NAD 83)
 AA2097_MARKER: DD = SURVEY DISK
 AA2097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2097_SP_SET: CONCRETE POST
 AA2097_STAMPING: 61-23 1993
 AA2097_MARK LOGO: ALHD  
 AA2097_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2097+STABILITY: SURFACE MOTION
 AA2097_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2097+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AA2097
 AA2097  HISTORY     - Date     Condition        Report By
 AA2097  HISTORY     - 1993     MONUMENTED       ALHD
 AA2097  HISTORY     - 20041208 GOOD             ALPCO
 AA2097  HISTORY     - 20060623 GOOD             GEOCAC
 AA2097
 AA2097                          STATION DESCRIPTION
 AA2097
 AA2097'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2097'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTHEAST RIGHT OF
 AA2097'WAY OF ALA 275 IN TALLADEGA. TO REACH THE STATION FROM THE JUNCTION OF
 AA2097'ALA 77 AND ALA 275 (MILE POST 3.45 ON ALA 275 AND MILE POST 65.85 ON
 AA2097'ALA 77) IN TALLADEGA, DRIVE SOUTH ON ALA 275 FOR 0.75 MI (1.21 KM) TO
 AA2097'MILE POST 2.70 AND THE STATION ON THE LEFT. THE STATION IS 68.0 FT
 AA2097'(20.7 M) SOUTHEAST OF THE CENTERLINE OF ALA 275, 159.7 FT (48.7 M)
 AA2097'NORTH-NORTHWEST OF A GAS PIPE LINE WARNING SIGN, 206.4 FT (62.9 M)
 AA2097'NORTH-NORTHWEST OF POLE NO. 25 OF A HIGH VOLTAGE POWER LINE, 1.9 FT
 AA2097'(0.6 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2097'GROUND. STATION 61-24 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2097
 AA2097                          STATION RECOVERY (2004)
 AA2097
 AA2097'RECOVERY NOTE BY ALABAMA POWER COMPANY 2004 (TH)
 AA2097'RECOVERED IN GOOD CONDITION.
 AA2097
 AA2097                          STATION RECOVERY (2006)
 AA2097
 AA2097'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA2097'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2098 ***********************************************************************
 AA2098  DESIGNATION -  61 24
 AA2098  PID         -  AA2098
 AA2098  STATE/COUNTY-  AL/TALLADEGA
 AA2098  USGS QUAD   -  TALLADEGA (1987)
 AA2098
 AA2098                         *CURRENT SURVEY CONTROL
 AA2098  ___________________________________________________________________
 AA2098* NAD 83(1992)-  33 26 57.06540(N)    086 07 18.36629(W)     ADJUSTED  
 AA2098* NAVD 88     -       183.0    (meters)     600.     (feet)  VERTCON   
 AA2098  ___________________________________________________________________
 AA2098  X           -     360,318.977 (meters)                     COMP
 AA2098  Y           -  -5,315,107.550 (meters)                     COMP
 AA2098  Z           -   3,495,718.024 (meters)                     COMP
 AA2098  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA2098  ELLIP HEIGHT-         154.11  (meters)          (07/29/02) GPS OBS
 AA2098  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA2098
 AA2098  HORZ ORDER  -  FIRST
 AA2098  ELLP ORDER  -  FOURTH    CLASS I
 AA2098
 AA2098.The horizontal coordinates were established by GPS observations
 AA2098.and adjusted by the National Geodetic Survey in September 1994..
 AA2098
 AA2098.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2098.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2098
 AA2098.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2098
 AA2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2098
 AA2098.The ellipsoidal height was determined by GPS observations
 AA2098.and is referenced to NAD 83.
 AA2098
 AA2098.The geoid height was determined by GEOID03.
 AA2098
 AA2098;                    North         East     Units Scale Factor Converg.
 AA2098;SPC AL E     -   327,048.834   173,183.257   MT  0.99996886   -0 09 32.3
 AA2098;UTM  16      - 3,701,430.242   581,623.765   MT  0.99968214   +0 29 02.8
 AA2098
 AA2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2098!SPC AL E     -   0.99997581  x   0.99996886  =   0.99994467
 AA2098!UTM  16      -   0.99997581  x   0.99968214  =   0.99965795
 AA2098
 AA2098:                Primary Azimuth Mark                     Grid Az
 AA2098:SPC AL E     -  61 23                                    216 29 26.2
 AA2098:UTM  16      -  61 23                                    215 50 51.1
 AA2098
 AA2098|---------------------------------------------------------------------|
 AA2098| PID    Reference Object                     Distance      Geod. Az  |
 AA2098|                                                           dddmmss.s |
 AA2098| AA2097 61 23                               476.303 METERS 2161953.9 |
 AA2098|---------------------------------------------------------------------|
 AA2098
 AA2098                          SUPERSEDED SURVEY CONTROL
 AA2098
 AA2098  ELLIP H (09/29/94)  154.18   (m)                       GP(       ) 3 2
 AA2098  NGVD 29 (09/29/94)  182.9    (m)          600.     (f) GPS OBS        
 AA2098
 AA2098.Superseded values are not recommended for survey control.
 AA2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2098.See file dsdata.txt to determine how the superseded data were derived.
 AA2098
 AA2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8162401430(NAD 83)
 AA2098_MARKER: DD = SURVEY DISK
 AA2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2098_SP_SET: CONCRETE POST
 AA2098_STAMPING: 61-24 1993
 AA2098_MARK LOGO: ALHD  
 AA2098_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2098+STABILITY: SURFACE MOTION
 AA2098_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2098+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AA2098
 AA2098  HISTORY     - Date     Condition        Report By
 AA2098  HISTORY     - 1993     MONUMENTED       ALHD
 AA2098  HISTORY     - 20041208 GOOD             ALPCO
 AA2098  HISTORY     - 20060623 GOOD             GEOCAC
 AA2098
 AA2098                          STATION DESCRIPTION
 AA2098
 AA2098'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2098'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTHEAST RIGHT OF
 AA2098'WAY OF ALA 275 IN TALLADEGA. TO REACH THE STATION FROM THE JUNCTION OF
 AA2098'ALA 77 AND ALA 275 (MILE POST 3.45 ON ALA 275 AND MILE POST 65.85 ON
 AA2098'ALA 77) IN TALLADEGA, DRIVE SOUTH ON ALA 275 FOR 0.45 MI (0.72 KM) TO
 AA2098'MILE POST 3.00 AND THE STATION ON THE LEFT. THE STATION IS 55.0 FT
 AA2098'(16.8 M) SOUTH OF MILE POST 3, 56.3 FT (17.2 M) SOUTHEAST OF THE
 AA2098'CENTERLINE OF ALA 275, 2.0 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS
 AA2098'POST, AND SET FLUSH WITH THE GROUND. STATION 61-23 1993 MAY BE USED AS
 AA2098'AN AZIMUTH FOR THIS STATION.
 AA2098
 AA2098                          STATION RECOVERY (2004)
 AA2098
 AA2098'RECOVERY NOTE BY ALABAMA POWER COMPANY 2004 (TH)
 AA2098'RECOVERED IN GOOD CONDITION.
 AA2098
 AA2098                          STATION RECOVERY (2006)
 AA2098
 AA2098'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA2098'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2099 ***********************************************************************
 AA2099  DESIGNATION -  61 25
 AA2099  PID         -  AA2099
 AA2099  STATE/COUNTY-  AL/TALLADEGA
 AA2099  USGS QUAD   -  TALLADEGA SPRINGS (1979)
 AA2099
 AA2099                         *CURRENT SURVEY CONTROL
 AA2099  ___________________________________________________________________
 AA2099* NAD 83(1992)-  33 06 42.34919(N)    086 25 06.11483(W)     ADJUSTED  
 AA2099* NAVD 88     -       151.0    (meters)     495.     (feet)  VERTCON   
 AA2099  ___________________________________________________________________
 AA2099  X           -     334,081.344 (meters)                     COMP
 AA2099  Y           -  -5,337,370.487 (meters)                     COMP
 AA2099  Z           -   3,464,414.114 (meters)                     COMP
 AA2099  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA2099  ELLIP HEIGHT-         121.87  (meters)          (07/29/02) GPS OBS
 AA2099  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AA2099
 AA2099  HORZ ORDER  -  FIRST
 AA2099  ELLP ORDER  -  FOURTH    CLASS I
 AA2099
 AA2099.The horizontal coordinates were established by GPS observations
 AA2099.and adjusted by the National Geodetic Survey in September 1994..
 AA2099
 AA2099.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2099.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2099
 AA2099.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2099
 AA2099.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2099
 AA2099.The ellipsoidal height was determined by GPS observations
 AA2099.and is referenced to NAD 83.
 AA2099
 AA2099.The geoid height was determined by GEOID03.
 AA2099
 AA2099;                    North         East     Units Scale Factor Converg.
 AA2099;SPC AL E     -   289,742.211   145,397.722   MT  0.99999675   -0 19 10.5
 AA2099;UTM  16      - 3,663,827.653   554,265.669   MT  0.99963631   +0 19 03.9
 AA2099
 AA2099!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2099!SPC AL E     -   0.99998087  x   0.99999675  =   0.99997762
 AA2099!UTM  16      -   0.99998087  x   0.99963631  =   0.99961718
 AA2099
 AA2099                          SUPERSEDED SURVEY CONTROL
 AA2099
 AA2099  ELLIP H (09/29/94)  121.94   (m)                       GP(       ) 3 2
 AA2099  NGVD 29 (09/29/94)  150.9    (m)          495.     (f) GPS OBS        
 AA2099
 AA2099.Superseded values are not recommended for survey control.
 AA2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2099.See file dsdata.txt to determine how the superseded data were derived.
 AA2099
 AA2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5426663828(NAD 83)
 AA2099_MARKER: DD = SURVEY DISK
 AA2099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2099_SP_SET: CONCRETE POST
 AA2099_STAMPING: 61-25 1993
 AA2099_MARK LOGO: ALHD  
 AA2099_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2099+STABILITY: SURFACE MOTION
 AA2099_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2099+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2099
 AA2099  HISTORY     - Date     Condition        Report By
 AA2099  HISTORY     - 1993     MONUMENTED       ALHD
 AA2099
 AA2099                          STATION DESCRIPTION
 AA2099
 AA2099'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2099'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2099'TALLADEGA COUNTY ROAD NO. 8, ABOUT 10.40 MI (16.74 KM) WEST-SOUTHWEST
 AA2099'OF SYLACAUGA AND ABOUT 11.80 MI (18.99 KM) SOUTH-SOUTHWEST OF
 AA2099'CHILDERSBURG. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, U.S.
 AA2099'280, AND ALA 21 (MILE POST 44.00 ON U.S. 231 AND U.S. 280 AND MILE
 AA2099'POST 209.50 ON ALA 21) AT AN OVERPASS IN SYLACAUGA, DRIVE NORTH ON
 AA2099'U.S. 231 AND U.S. 280 FOR 1.80 MI (2.90 KM) TO MILE POST 42.20 AND
 AA2099'TALLADEGA COUNTY ROAD NO. 34 LEFT AND RIGHT AT A TRAFFIC LIGHT, TURN
 AA2099'LEFT ON TALLADEGA COUNTY ROAD NO. 34 AND DRIVE WEST FOR 2.30 MI (3.70
 AA2099'KM) TO TALLADEGA COUNTY ROAD NO. 34 ON THE RIGHT AND TALLADEGA COUNTY
 AA2099'ROAD NO. 002 AHEAD, CONTINUE WEST ON TALLADEGA COUNTY ROAD 002 FOR
 AA2099'5.90 MI (9.49 KM) TO MARBLE VALLEY ROAD ON THE LEFT, TURN LEFT ON
 AA2099'MARBLE VALLEY ROAD AND DRIVE SOUTH FOR 2.55 MI (4.10 KM) TO THE
 AA2099'STATION ON THE LEFT. THE STATION IS LOCATED IN FRONT OF TWO CONNECTED
 AA2099'WOOD POSTS IN THE FENCE LINE, 3.0 FT (0.9 M) WEST-NORTHWEST OF A FIVE
 AA2099'STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS, 3.5 FT (1.1 M)
 AA2099'NORTH-NORTHWEST OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE
 AA2099'FENCE LINE, 4.0 FT (1.2 M) WEST-SOUTHWEST OF NORTH ONE OF TWO
 AA2099'CONNECTED WOOD POSTS WITH A BIRD HOUSE IN THE FENCE LINE, 38.0 FT
 AA2099'(11.6 M) EAST-SOUTHEAST OF THE CENTER OF MARBLE VALLEY ROAD, 83.6 FT
 AA2099'(25.5 M) EAST OF A FENCE JUNCTION AND EAST GATE POST IN THE FENCE LINE
 AA2099'ACROSS THE ROAD, 2.7 FT (0.8 M) NORTHWEST OF A CARSONITE WITNESS POST,
 AA2099'AND SET FLUSH WITH THE GROUND. STATION 61-26 1993 MAY BE USED AS AN
 AA2099'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2100 ***********************************************************************
 AA2100  DESIGNATION -  61 26
 AA2100  PID         -  AA2100
 AA2100  STATE/COUNTY-  AL/TALLADEGA
 AA2100  USGS QUAD   -  TALLADEGA SPRINGS (1979)
 AA2100
 AA2100                         *CURRENT SURVEY CONTROL
 AA2100  ___________________________________________________________________
 AA2100* NAD 83(1992)-  33 06 59.57111(N)    086 24 55.16263(W)     ADJUSTED  
 AA2100* NAVD 88     -       144.3    (meters)     473.     (feet)  VERTCON   
 AA2100  ___________________________________________________________________
 AA2100  X           -     334,346.276 (meters)                     COMP
 AA2100  Y           -  -5,337,057.910 (meters)                     COMP
 AA2100  Z           -   3,464,854.890 (meters)                     COMP
 AA2100  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 AA2100  ELLIP HEIGHT-         115.24  (meters)          (07/29/02) GPS OBS
 AA2100  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 AA2100
 AA2100  HORZ ORDER  -  FIRST
 AA2100  ELLP ORDER  -  FOURTH    CLASS I
 AA2100
 AA2100.The horizontal coordinates were established by GPS observations
 AA2100.and adjusted by the National Geodetic Survey in September 1994..
 AA2100
 AA2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2100
 AA2100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2100
 AA2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2100
 AA2100.The ellipsoidal height was determined by GPS observations
 AA2100.and is referenced to NAD 83.
 AA2100
 AA2100.The geoid height was determined by GEOID03.
 AA2100
 AA2100;                    North         East     Units Scale Factor Converg.
 AA2100;SPC AL E     -   290,271.183   145,684.613   MT  0.99999636   -0 19 04.7
 AA2100;UTM  16      - 3,664,359.592   554,546.556   MT  0.99963668   +0 19 10.0
 AA2100
 AA2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2100!SPC AL E     -   0.99998191  x   0.99999636  =   0.99997827
 AA2100!UTM  16      -   0.99998191  x   0.99963668  =   0.99961859
 AA2100
 AA2100                          SUPERSEDED SURVEY CONTROL
 AA2100
 AA2100  ELLIP H (09/29/94)  115.31   (m)                       GP(       ) 3 2
 AA2100  NGVD 29 (09/29/94)  144.3    (m)          473.     (f) GPS OBS        
 AA2100
 AA2100.Superseded values are not recommended for survey control.
 AA2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2100.See file dsdata.txt to determine how the superseded data were derived.
 AA2100
 AA2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5454764360(NAD 83)
 AA2100_MARKER: DD = SURVEY DISK
 AA2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2100_SP_SET: CONCRETE POST
 AA2100_STAMPING: 61-26 1993
 AA2100_MARK LOGO: ALHD  
 AA2100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2100+STABILITY: SURFACE MOTION
 AA2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2100+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2100
 AA2100  HISTORY     - Date     Condition        Report By
 AA2100  HISTORY     - 1993     MONUMENTED       ALHD
 AA2100
 AA2100                          STATION DESCRIPTION
 AA2100
 AA2100'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2100'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2100'TALLADEGA COUNTY ROAD NO. 8, ABOUT 10.15 MI (16.33 KM) WEST-SOUTHWEST
 AA2100'OF SYLACAUGA AND ABOUT 11.40 MI (18.35 KM) SOUTH-SOUTHWEST OF
 AA2100'CHILDERSBURG. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, U.S.
 AA2100'280, AND ALA 21 (MILE POST 44.00 ON U.S. 231 AND U.S. 280 AND MILE
 AA2100'POST 209.50 ON ALA 21) AT AN OVERPASS IN SYLACAUGA, DRIVE NORTH ON
 AA2100'U.S. 231 AND U.S. 280 FOR 1.80 MI (2.90 KM) TO MILE POST 42.20 AND
 AA2100'TALLADEGA COUNTY ROAD NO. 34 LEFT AND RIGHT AT A TRAFFIC LIGHT, TURN
 AA2100'LEFT ON TALLADEGA COUNTY ROAD NO. 34 AND DRIVE WEST FOR 2.30 MI (3.70
 AA2100'KM) TO TALLADEGA COUNTY ROAD NO. 34 ON THE RIGHT AND TALLADEGA COUNTY
 AA2100'ROAD NO. 002 AHEAD, CONTINUE WEST ON TALLADEGA COUNTY ROAD 002 FOR
 AA2100'5.90 MI (9.49 KM) TO MARBLE VALLEY ROAD ON THE LEFT, TURN LEFT ON
 AA2100'MARBLE VALLEY ROAD AND DRIVE SOUTH FOR 2.20 MI (3.54 KM) TO THE
 AA2100'STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) EAST-SOUTHEAST OF
 AA2100'A FIVE STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS, 25.6 FT (7.8 M)
 AA2100'SOUTH-SOUTHWEST OF A TEN-INCH WOOD POST IN THE FENCE LINE, 36.9 FT
 AA2100'(11.2 M) NORTH OF THE WEST END OF A THIRTY-INCH CONCRETE PIPE UNDER
 AA2100'THE ROAD, 38.0 FT (11.6 M) WEST-NORTHWEST OF THE CENTER OF MARBLE
 AA2100'VALLEY ROAD, 3.5 FT (1.1 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 AA2100'SET FLUSH WITH THE GROUND. STATION 61-25 1993 MAY BE USED AS AN
 AA2100'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2101 ***********************************************************************
 AA2101  DESIGNATION -  61 27
 AA2101  PID         -  AA2101
 AA2101  STATE/COUNTY-  AL/TALLADEGA
 AA2101  USGS QUAD   -  WEOGUFKA (1979)
 AA2101
 AA2101                         *CURRENT SURVEY CONTROL
 AA2101  ___________________________________________________________________
 AA2101* NAD 83(1992)-  33 06 42.07128(N)    086 17 22.69805(W)     ADJUSTED  
 AA2101* NAVD 88     -       241.4    (meters)     792.     (feet)  VERTCON   
 AA2101  ___________________________________________________________________
 AA2101  X           -     346,077.211 (meters)                     COMP
 AA2101  Y           -  -5,336,686.746 (meters)                     COMP
 AA2101  Z           -   3,464,456.380 (meters)                     COMP
 AA2101  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AA2101  ELLIP HEIGHT-         212.37  (meters)          (07/29/02) GPS OBS
 AA2101  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA2101
 AA2101  HORZ ORDER  -  FIRST
 AA2101  ELLP ORDER  -  FOURTH    CLASS I
 AA2101
 AA2101.The horizontal coordinates were established by GPS observations
 AA2101.and adjusted by the National Geodetic Survey in September 1994..
 AA2101
 AA2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2101
 AA2101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2101
 AA2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2101
 AA2101.The ellipsoidal height was determined by GPS observations
 AA2101.and is referenced to NAD 83.
 AA2101
 AA2101.The geoid height was determined by GEOID03.
 AA2101
 AA2101;                    North         East     Units Scale Factor Converg.
 AA2101;SPC AL E     -   289,674.006   157,412.158   MT  0.99998235   -0 14 57.4
 AA2101;UTM  16      - 3,663,893.070   566,275.983   MT  0.99965416   +0 23 17.0
 AA2101
 AA2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2101!SPC AL E     -   0.99996666  x   0.99998235  =   0.99994901
 AA2101!UTM  16      -   0.99996666  x   0.99965416  =   0.99962083
 AA2101
 AA2101                          SUPERSEDED SURVEY CONTROL
 AA2101
 AA2101  ELLIP H (09/29/94)  212.44   (m)                       GP(       ) 3 2
 AA2101  NGVD 29 (09/29/94)  241.3    (m)          792.     (f) GPS OBS        
 AA2101
 AA2101.Superseded values are not recommended for survey control.
 AA2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2101.See file dsdata.txt to determine how the superseded data were derived.
 AA2101
 AA2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6627663893(NAD 83)
 AA2101_MARKER: DD = SURVEY DISK
 AA2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2101_SP_SET: CONCRETE POST
 AA2101_STAMPING: 61-27 1993
 AA2101_MARK LOGO: ALHD  
 AA2101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2101+STABILITY: SURFACE MOTION
 AA2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2101+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2101
 AA2101  HISTORY     - Date     Condition        Report By
 AA2101  HISTORY     - 1993     MONUMENTED       ALHD
 AA2101
 AA2101                          STATION DESCRIPTION
 AA2101
 AA2101'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2101'THE STATION IS LOCATED IN TALLADEGA COUNTY ON AN ALABAMA POWER COMPANY
 AA2101'HIGH VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 4.65 MI (7.48 KM)
 AA2101'SOUTHWEST OF SYLACAUGA AND ABOUT 12.00 MI (19.31 KM) SOUTH-SOUTHEAST
 AA2101'OF CHILDERSBURG. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231,
 AA2101'U.S. 280, AND ALA 21 (MILE POST 44.00 ON U.S. 231 AND U.S. 280 AND
 AA2101'MILE POST 209.50 ON ALA 21) AT AN OVERPASS IN SYLACAUGA, DRIVE NORTH
 AA2101'ON U.S. 231 AND U.S. 280 FOR 1.40 MI (2.25 KM) TO MILE POST 42.60 AND
 AA2101'TALLADEGA COUNTY ROAD NO. 63 ON THE LEFT, TURN LEFT ON TALLADEGA
 AA2101'COUNTY ROAD NO. 63 AND DRIVE SOUTH FOR 2.00 MI (3.22 KM) TO TALLADEGA
 AA2101'COUNTY ROAD NO. 61 ON THE RIGHT, TURN RIGHT ON TALLADEGA COUNTY ROAD
 AA2101'NO. 61 AND DRIVE SOUTHWEST FOR 1.50 MI (2.41 KM) TO A PAVED ROAD ON
 AA2101'THE LEFT, TURN LEFT ON THE PAVED ROAD AND DRIVE SOUTH FOR 0.60 MI
 AA2101'(0.97 KM) TO A GRAVEL CROSS ROAD AND THE END OF PAVEMENT, CONTINUE
 AA2101'SOUTH ON A GRAVEL ROAD FOR 0.15 MI (0.24 KM) TO A HIGH VOLTAGE POWER
 AA2101'LINE CROSSING AND THE STATION ON THE LEFT. THE STATION IS LOCATED ON A
 AA2101'HIGH VOLTAGE POWER LINE RIGHT OF WAY, 96.0 FT (29.3 M) EAST OF THE
 AA2101'CENTER OF THE GRAVEL ROAD, 80.0 FT (24.4 M) NORTH OF THE SOUTH EDGE OF
 AA2101'THE CLEARING, 100.0 FT (30.5 M) SOUTH OF THE NORTH EDGE OF THE
 AA2101'CLEARING, 2.3 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 AA2101'SET FLUSH WITH THE GROUND. STATION 61-28 1993 MAY BE USED AS AN
 AA2101'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2102 ***********************************************************************
 AA2102  DESIGNATION -  61 28
 AA2102  PID         -  AA2102
 AA2102  STATE/COUNTY-  AL/TALLADEGA
 AA2102  USGS QUAD   -  WEOGUFKA (1979)
 AA2102
 AA2102                         *CURRENT SURVEY CONTROL
 AA2102  ___________________________________________________________________
 AA2102* NAD 83(1992)-  33 06 24.30359(N)    086 16 56.86146(W)     ADJUSTED  
 AA2102* NAVD 88     -       245.1    (meters)     804.     (feet)  VERTCON   
 AA2102  ___________________________________________________________________
 AA2102  X           -     346,765.263 (meters)                     COMP
 AA2102  Y           -  -5,336,944.783 (meters)                     COMP
 AA2102  Z           -   3,463,999.860 (meters)                     COMP
 AA2102  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 AA2102  ELLIP HEIGHT-         216.02  (meters)          (07/29/02) GPS OBS
 AA2102  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA2102
 AA2102  HORZ ORDER  -  FIRST
 AA2102  ELLP ORDER  -  FOURTH    CLASS I
 AA2102
 AA2102.The horizontal coordinates were established by GPS observations
 AA2102.and adjusted by the National Geodetic Survey in September 1994..
 AA2102
 AA2102.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2102.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2102
 AA2102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2102
 AA2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2102
 AA2102.The ellipsoidal height was determined by GPS observations
 AA2102.and is referenced to NAD 83.
 AA2102
 AA2102.The geoid height was determined by GEOID03.
 AA2102
 AA2102;                    North         East     Units Scale Factor Converg.
 AA2102;SPC AL E     -   289,123.754   158,079.648   MT  0.99998166   -0 14 43.1
 AA2102;UTM  16      - 3,663,350.455   566,949.331   MT  0.99965526   +0 23 31.0
 AA2102
 AA2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2102!SPC AL E     -   0.99996609  x   0.99998166  =   0.99994775
 AA2102!UTM  16      -   0.99996609  x   0.99965526  =   0.99962136
 AA2102
 AA2102                          SUPERSEDED SURVEY CONTROL
 AA2102
 AA2102  ELLIP H (09/29/94)  216.08   (m)                       GP(       ) 3 2
 AA2102  NGVD 29 (09/29/94)  245.0    (m)          804.     (f) GPS OBS        
 AA2102
 AA2102.Superseded values are not recommended for survey control.
 AA2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2102.See file dsdata.txt to determine how the superseded data were derived.
 AA2102
 AA2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6694963350(NAD 83)
 AA2102_MARKER: DD = SURVEY DISK
 AA2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2102_SP_SET: CONCRETE POST
 AA2102_STAMPING: 61-28 1993
 AA2102_MARK LOGO: ALHD  
 AA2102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2102+STABILITY: SURFACE MOTION
 AA2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2102+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2102
 AA2102  HISTORY     - Date     Condition        Report By
 AA2102  HISTORY     - 1993     MONUMENTED       ALHD
 AA2102
 AA2102                          STATION DESCRIPTION
 AA2102
 AA2102'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2102'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2102'TALLADEGA COUNTY ROAD NO. 63, ABOUT 4.70 MI (7.56 KM) SOUTHWEST OF
 AA2102'SYLACAUGA AND ABOUT 12.40 MI (19.96 KM) SOUTH-SOUTHEAST OF
 AA2102'CHILDERSBURG. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, U.S.
 AA2102'280, AND ALA 21 (MILE POST 44.00 ON U.S. 231 AND U.S. 280 AND MILE
 AA2102'POST 209.50 ON ALA 21) AT AN OVERPASS IN SYLACAUGA, DRIVE NORTH ON
 AA2102'U.S. 231 AND U.S. 280 FOR 1.40 MI (2.25 KM) TO MILE POST 42.60 AND
 AA2102'TALLADEGA COUNTY ROAD NO. 63 ON THE LEFT, TURN LEFT ON TALLADEGA
 AA2102'COUNTY ROAD NO. 63 AND DRIVE SOUTH FOR 3.90 MI (6.28 KM) TO A HIGH
 AA2102'VOLTAGE POWER LINE CROSSING AND THE STATION ON THE RIGHT. THE STATION
 AA2102'IS 3.3 FT (1.0 M) EAST-SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA2102'WHITE TOP, GREEN STEEL POSTS, 35.5 FT (10.8 M) WEST-NORTHWEST OF THE
 AA2102'CENTER OF TALLADEGA COUNTY ROAD NO. 63, 40.0 FT (12.2 M)
 AA2102'NORTH-NORTHEAST OF THE SOUTHEAST CROSS TIE FENCE CORNER POST, 80.0 FT
 AA2102'(24.4 M) SOUTH-SOUTHWEST OF THE SOUTH CROSS TIE POST OF A RED PIPE
 AA2102'GATE, 95.0 FT (29.0 M) SOUTH-SOUTHWEST OF THE NORTH CROSS TIE POST OF
 AA2102'A RED PIPE GATE AND THE NORTHEAST CORNER OF THE FENCE, 3.2 FT (1.0 M)
 AA2102'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2102'STATION 61-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2103 ***********************************************************************
 AA2103  DESIGNATION -  61 29
 AA2103  PID         -  AA2103
 AA2103  STATE/COUNTY-  AL/TALLADEGA
 AA2103  USGS QUAD   -  WILSONVILLE (1980)
 AA2103
 AA2103                         *CURRENT SURVEY CONTROL
 AA2103  ___________________________________________________________________
 AA2103* NAD 83(1992)-  33 09 35.77039(N)    086 24 23.46694(W)     ADJUSTED  
 AA2103* NAVD 88     -       127.6    (meters)     419.     (feet)  VERTCON   
 AA2103  ___________________________________________________________________
 AA2103  X           -     335,000.630 (meters)                     COMP
 AA2103  Y           -  -5,334,366.984 (meters)                     COMP
 AA2103  Z           -   3,468,875.221 (meters)                     COMP
 AA2103  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AA2103  ELLIP HEIGHT-          98.46  (meters)          (07/29/02) GPS OBS
 AA2103  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA2103
 AA2103  HORZ ORDER  -  FIRST
 AA2103  ELLP ORDER  -  FOURTH    CLASS I
 AA2103
 AA2103.The horizontal coordinates were established by GPS observations
 AA2103.and adjusted by the National Geodetic Survey in September 1994..
 AA2103
 AA2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2103
 AA2103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2103
 AA2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2103
 AA2103.The ellipsoidal height was determined by GPS observations
 AA2103.and is referenced to NAD 83.
 AA2103
 AA2103.The geoid height was determined by GEOID03.
 AA2103
 AA2103;                    North         East     Units Scale Factor Converg.
 AA2103;SPC AL E     -   295,078.668   146,532.626   MT  0.99999523   -0 18 48.7
 AA2103;UTM  16      - 3,669,174.492   555,340.718   MT  0.99963776   +0 19 28.7
 AA2103
 AA2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2103!SPC AL E     -   0.99998454  x   0.99999523  =   0.99997977
 AA2103!UTM  16      -   0.99998454  x   0.99963776  =   0.99962231
 AA2103
 AA2103                          SUPERSEDED SURVEY CONTROL
 AA2103
 AA2103  ELLIP H (09/29/94)   98.53   (m)                       GP(       ) 3 2
 AA2103  NGVD 29 (09/29/94)  127.5    (m)          418.     (f) GPS OBS        
 AA2103
 AA2103.Superseded values are not recommended for survey control.
 AA2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2103.See file dsdata.txt to determine how the superseded data were derived.
 AA2103
 AA2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5534169174(NAD 83)
 AA2103_MARKER: DD = SURVEY DISK
 AA2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2103_SP_SET: CONCRETE POST
 AA2103_STAMPING: 61-29 1993
 AA2103_MARK LOGO: ALHD  
 AA2103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2103+STABILITY: SURFACE MOTION
 AA2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2103+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2103
 AA2103  HISTORY     - Date     Condition        Report By
 AA2103  HISTORY     - 1993     MONUMENTED       ALHD
 AA2103
 AA2103                          STATION DESCRIPTION
 AA2103
 AA2103'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2103'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2103'TALLADEGA COUNTY ROAD NO. 8, ABOUT ABOUT 8.50 MI (13.68 KM)
 AA2103'SOUTH-SOUTHWEST OF CHILDERSBURG AND ABOUT 9.00 MI (14.48 KM) WEST OF
 AA2103'SYLACAUGA. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, U.S.
 AA2103'280, AND ALA 21 (MILE POST 44.00 ON U.S. 231 AND U.S. 280 AND MILE
 AA2103'POST 209.50 ON ALA 21) AT AN OVERPASS IN SYLACAUGA, DRIVE NORTH ON
 AA2103'U.S. 231 AND U.S. 280 FOR 1.80 MI (2.90 KM) TO MILE POST 42.20 AND
 AA2103'TALLADEGA COUNTY ROAD NO. 34 LEFT AND RIGHT AT A TRAFFIC LIGHT, TURN
 AA2103'LEFT ON TALLADEGA COUNTY ROAD NO. 34 AND DRIVE WEST FOR 2.30 MI (3.70
 AA2103'KM) TO TALLADEGA COUNTY ROAD NO. 34 ON THE RIGHT AND TALLADEGA COUNTY
 AA2103'ROAD NO. 002 AHEAD, TURN RIGHT ON TALLADEGA COUNTY ROAD NO. 34 AND
 AA2103'DRIVE WEST FOR 5.80 MI (9.33 KM) TO TALLADEGA COUNTY ROAD NO. 8 LEFT
 AA2103'AND RIGHT, TURN RIGHT ON TALLADEGA COUNTY ROAD NO. 8 AND DRIVE NORTH
 AA2103'FOR 0.30 MI (0.48 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.2
 AA2103'FT (1.0 M) EAST OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA2103'POSTS, 15.6 FT (4.8 M) NORTH OF THE NORTH ONE OF TWO CROSS TIE POSTS
 AA2103'IN THE FENCE LINE, 30.7 FT (9.4 M) NORTH OF THE SOUTH ONE OF TWO CROSS
 AA2103'TIE POSTS IN THE FENCE LINE, 47.5 FT (14.5 M) WEST OF THE CENTERLINE
 AA2103'OF TALLADEGA COUNTY ROAD NO. 8, 69.7 FT (21.2 M) NORTH-NORTHWEST OF
 AA2103'THE WEST END OF A TWENTY FOUR-INCH CONCRETE PIPE UNDER THE ROAD, 2.9
 AA2103'FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2103'GROUND. STATION 61-30 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2791 ***********************************************************************
 DH2791  DESIGNATION -  61 3
 DH2791  PID         -  DH2791
 DH2791  STATE/COUNTY-  AL/TALLADEGA
 DH2791  USGS QUAD   -  RIVERSIDE (1972)
 DH2791
 DH2791                         *CURRENT SURVEY CONTROL
 DH2791  ___________________________________________________________________
 DH2791* NAD 83(1992)-  33 34 08.10536(N)    086 07 38.33358(W)     ADJUSTED  
 DH2791* NAVD 88     -       143.3    (meters)     470.     (feet)  VERTCON   
 DH2791  ___________________________________________________________________
 DH2791  X           -     359,307.035 (meters)                     COMP
 DH2791  Y           -  -5,307,794.426 (meters)                     COMP
 DH2791  Z           -   3,506,769.197 (meters)                     COMP
 DH2791  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DH2791  ELLIP HEIGHT-         114.36  (meters)          (07/29/02) GPS OBS
 DH2791  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH2791
 DH2791  HORZ ORDER  -  FIRST
 DH2791  ELLP ORDER  -  FOURTH    CLASS I
 DH2791
 DH2791.The horizontal coordinates were established by GPS observations
 DH2791.and adjusted by the National Geodetic Survey in December 1992..
 DH2791
 DH2791.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2791.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2791
 DH2791.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2791
 DH2791.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2791
 DH2791.The ellipsoidal height was determined by GPS observations
 DH2791.and is referenced to NAD 83.
 DH2791
 DH2791.The geoid height was determined by GEOID03.
 DH2791
 DH2791;                    North         East     Units Scale Factor Converg.
 DH2791;SPC AL E     -   340,329.864   172,705.199   MT  0.99996918   -0 09 45.2
 DH2791;UTM  16      - 3,714,701.242   580,996.618   MT  0.99968088   +0 28 57.2
 DH2791
 DH2791!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2791!SPC AL E     -   0.99998205  x   0.99996918  =   0.99995123
 DH2791!UTM  16      -   0.99998205  x   0.99968088  =   0.99966293
 DH2791
 DH2791:                Primary Azimuth Mark                     Grid Az
 DH2791:SPC AL E     -  61 4                                     358 41 32.3
 DH2791:UTM  16      -  61 4                                     358 02 49.9
 DH2791
 DH2791|---------------------------------------------------------------------|
 DH2791| PID    Reference Object                     Distance      Geod. Az  |
 DH2791|                                                           dddmmss.s |
 DH2791| DH2792 61 4                                413.152 METERS 3583147.1 |
 DH2791|---------------------------------------------------------------------|
 DH2791
 DH2791                          SUPERSEDED SURVEY CONTROL
 DH2791
 DH2791  ELLIP H (12/04/92)  114.43   (m)                       GP(       ) 4 1
 DH2791  NAD 83(1986)-  33 34 08.11357(N)    086 07 38.33616(W) AD(       ) 1
 DH2791  NGVD 29 (12/04/92)  143.2    (m)          470.     (f) GPS OBS        
 DH2791
 DH2791.Superseded values are not recommended for survey control.
 DH2791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2791.See file dsdata.txt to determine how the superseded data were derived.
 DH2791
 DH2791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8099714701(NAD 83)
 DH2791_MARKER: DD = SURVEY DISK
 DH2791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2791_SP_SET: CONCRETE POST
 DH2791_STAMPING: 61 - 3 1990
 DH2791_MARK LOGO: ALHD  
 DH2791_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2791+STABILITY: SURFACE MOTION
 DH2791_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2791+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2791
 DH2791  HISTORY     - Date     Condition        Report By
 DH2791  HISTORY     - 1990     MONUMENTED       ALHD
 DH2791
 DH2791                          STATION DESCRIPTION
 DH2791
 DH2791'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2791'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE WEST RIGHT OF WAY OF
 DH2791'ALA 77, ABOUT 4.99 KM (3.10 MI) SOUTH OF LINCOLN AND ABOUT 15.21 KM
 DH2791'(9.45 MI) NORTH - NORTHWEST OF TALLADEGA.
 DH2791'TO REACH THE STATION FROM THE I - 20 AND ALA 77 INTERCHANGE, EXIT NO.
 DH2791'168 ON I - 20, DRIVE SOUTH ON ALA 77 2.49 KM (1.55 MI) TO MILE POST
 DH2791'74.00 AND THE STATION ON THE RIGHT.
 DH2791'THE STATION IS 22.43 M (73.59 FT) WEST - SOUTHWEST F THE CENTERLINE OF
 DH2791'THE SOUTH BOUND LANES OF ALA 77, 30.78 M (100.98 FT) SOUTH -
 DH2791'SOUTHWEST OF MILE POST 74, 40.97 M (134.42 FT) NORTH OF AN ANGLE
 DH2791'POWER POLE, 0.69 M (2.26 FT) EAST OF A CARSONITE WITNESS POST AND SET
 DH2791'FLUSH WITH THE GROUND.
 DH2791'STATION 61 - 4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2104 ***********************************************************************
 AA2104  DESIGNATION -  61 30
 AA2104  PID         -  AA2104
 AA2104  STATE/COUNTY-  AL/TALLADEGA
 AA2104  USGS QUAD   -  WILSONVILLE (1980)
 AA2104
 AA2104                         *CURRENT SURVEY CONTROL
 AA2104  ___________________________________________________________________
 AA2104* NAD 83(1992)-  33 10 02.62577(N)    086 24 22.01308(W)     ADJUSTED  
 AA2104* NAVD 88     -       129.8    (meters)     426.     (feet)  VERTCON   
 AA2104  ___________________________________________________________________
 AA2104  X           -     335,009.975 (meters)                     COMP
 AA2104  Y           -  -5,333,914.773 (meters)                     COMP
 AA2104  Z           -   3,469,569.030 (meters)                     COMP
 AA2104  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 AA2104  ELLIP HEIGHT-         100.68  (meters)          (07/29/02) GPS OBS
 AA2104  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA2104
 AA2104  HORZ ORDER  -  FIRST
 AA2104  ELLP ORDER  -  FOURTH    CLASS I
 AA2104
 AA2104.The horizontal coordinates were established by GPS observations
 AA2104.and adjusted by the National Geodetic Survey in September 1994..
 AA2104
 AA2104.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2104
 AA2104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2104
 AA2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2104
 AA2104.The ellipsoidal height was determined by GPS observations
 AA2104.and is referenced to NAD 83.
 AA2104
 AA2104.The geoid height was determined by GEOID03.
 AA2104
 AA2104;                    North         East     Units Scale Factor Converg.
 AA2104;SPC AL E     -   295,905.796   146,574.822   MT  0.99999518   -0 18 48.1
 AA2104;UTM  16      - 3,670,001.742   555,373.687   MT  0.99963780   +0 19 29.7
 AA2104
 AA2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2104!SPC AL E     -   0.99998419  x   0.99999518  =   0.99997937
 AA2104!UTM  16      -   0.99998419  x   0.99963780  =   0.99962200
 AA2104
 AA2104                          SUPERSEDED SURVEY CONTROL
 AA2104
 AA2104  ELLIP H (09/29/94)  100.75   (m)                       GP(       ) 3 2
 AA2104  NGVD 29 (09/29/94)  129.7    (m)          426.     (f) GPS OBS        
 AA2104
 AA2104.Superseded values are not recommended for survey control.
 AA2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2104.See file dsdata.txt to determine how the superseded data were derived.
 AA2104
 AA2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5537470002(NAD 83)
 AA2104_MARKER: DD = SURVEY DISK
 AA2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2104_SP_SET: CONCRETE POST
 AA2104_STAMPING: 61-30 1993
 AA2104_MARK LOGO: ALHD  
 AA2104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2104+STABILITY: SURFACE MOTION
 AA2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2104+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2104
 AA2104  HISTORY     - Date     Condition        Report By
 AA2104  HISTORY     - 1993     MONUMENTED       ALHD
 AA2104
 AA2104                          STATION DESCRIPTION
 AA2104
 AA2104'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2104'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2104'TALLADEGA COUNTY ROAD NO. 8, ABOUT ABOUT 7.95 MI (12.79 KM)
 AA2104'SOUTH-SOUTHWEST OF CHILDERSBURG AND ABOUT 8.90 MI (14.32 KM) WEST OF
 AA2104'SYLACAUGA. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, U.S.
 AA2104'280, AND ALA 21 (MILE POST 44.00 ON U.S. 231 AND U.S. 280 AND MILE
 AA2104'POST 209.50 ON ALA 21) AT AN OVERPASS IN SYLACAUGA, DRIVE NORTH ON
 AA2104'U.S. 231 AND U.S. 280 FOR 1.80 MI (2.90 KM) TO MILE POST 42.20 AND
 AA2104'TALLADEGA COUNTY ROAD NO. 34 LEFT AND RIGHT AT A TRAFFIC LIGHT, TURN
 AA2104'LEFT ON TALLADEGA COUNTY ROAD NO. 34 AND DRIVE WEST FOR 2.30 MI (3.70
 AA2104'KM) TO TALLADEGA COUNTY ROAD NO. 34 ON THE RIGHT AND TALLADEGA COUNTY
 AA2104'ROAD NO. 002 AHEAD, TURN RIGHT ON TALLADEGA COUNTY ROAD NO. 34 AND
 AA2104'DRIVE WEST FOR 5.80 MI (9.33 KM) TO TALLADEGA COUNTY ROAD NO. 8 LEFT
 AA2104'AND RIGHT, TURN RIGHT ON TALLADEGA COUNTY ROAD NO. 8 AND DRIVE NORTH
 AA2104'FOR 0.85 MI (1.37 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0
 AA2104'FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA2104'TREATED WOOD POSTS, 47.5 FT (14.5 M) EAST OF THE CENTERLINE OF
 AA2104'TALLADEGA COUNTY ROAD NO. 8, 219.0 FT (66.8 M) NORTH OF TELEPHONE
 AA2104'CABLE PEDESTAL NO. F, 216.5 FT (66.0 M) NORTH OF THE SOUTHWEST CORNER
 AA2104'OF THE FENCE, 220.0 FT (67.1 M) NORTH OF TELEPHONE SERVICE POLE NO.
 AA2104'26, 220.0 FT (67.1 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. CHLB RD P
 AA2104'14, 234.0 FT (71.3 M) NORTH OF THE CENTER OF A GRAVEL ROAD, 2.7 FT
 AA2104'(0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2104'GROUND. STATION 61-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2105 ***********************************************************************
 AA2105  DESIGNATION -  61 31
 AA2105  PID         -  AA2105
 AA2105  STATE/COUNTY-  AL/TALLADEGA
 AA2105  USGS QUAD   -  SYLACAUGA WEST (1980)
 AA2105
 AA2105                         *CURRENT SURVEY CONTROL
 AA2105  ___________________________________________________________________
 AA2105* NAD 83(1992)-  33 10 46.95484(N)    086 20 29.39081(W)     ADJUSTED  
 AA2105* NAVD 88     -       160.1    (meters)     525.     (feet)  VERTCON   
 AA2105  ___________________________________________________________________
 AA2105  X           -     340,979.205 (meters)                     COMP
 AA2105  Y           -  -5,332,813.157 (meters)                     COMP
 AA2105  Z           -   3,470,728.751 (meters)                     COMP
 AA2105  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 AA2105  ELLIP HEIGHT-         131.03  (meters)          (07/29/02) GPS OBS
 AA2105  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA2105
 AA2105  HORZ ORDER  -  FIRST
 AA2105  ELLP ORDER  -  FOURTH    CLASS I
 AA2105
 AA2105.The horizontal coordinates were established by GPS observations
 AA2105.and adjusted by the National Geodetic Survey in September 1994..
 AA2105
 AA2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2105
 AA2105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2105
 AA2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2105
 AA2105.The ellipsoidal height was determined by GPS observations
 AA2105.and is referenced to NAD 83.
 AA2105
 AA2105.The geoid height was determined by GEOID03.
 AA2105
 AA2105;                    North         East     Units Scale Factor Converg.
 AA2105;SPC AL E     -   297,240.332   152,608.583   MT  0.99998768   -0 16 41.2
 AA2105;UTM  16      - 3,671,402.933   561,390.102   MT  0.99964647   +0 21 37.4
 AA2105
 AA2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2105!SPC AL E     -   0.99997943  x   0.99998768  =   0.99996711
 AA2105!UTM  16      -   0.99997943  x   0.99964647  =   0.99962591
 AA2105
 AA2105:                Primary Azimuth Mark                     Grid Az
 AA2105:SPC AL E     -  61 32                                    081 15 10.3
 AA2105:UTM  16      -  61 32                                    080 36 51.7
 AA2105
 AA2105|---------------------------------------------------------------------|
 AA2105| PID    Reference Object                     Distance      Geod. Az  |
 AA2105|                                                           dddmmss.s |
 AA2105| AA2106 61 32                               458.575 METERS 0805829.1 |
 AA2105|---------------------------------------------------------------------|
 AA2105
 AA2105                          SUPERSEDED SURVEY CONTROL
 AA2105
 AA2105  ELLIP H (09/29/94)  131.10   (m)                       GP(       ) 3 2
 AA2105  NGVD 29 (09/29/94)  160.0    (m)          525.     (f) GPS OBS        
 AA2105
 AA2105.Superseded values are not recommended for survey control.
 AA2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2105.See file dsdata.txt to determine how the superseded data were derived.
 AA2105
 AA2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6139071403(NAD 83)
 AA2105_MARKER: DD = SURVEY DISK
 AA2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2105_SP_SET: CONCRETE POST
 AA2105_STAMPING: 61-31 1993
 AA2105_MARK LOGO: ALHD  
 AA2105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2105+STABILITY: SURFACE MOTION
 AA2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2105+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2105
 AA2105  HISTORY     - Date     Condition        Report By
 AA2105  HISTORY     - 1993     MONUMENTED       ALHD
 AA2105
 AA2105                          STATION DESCRIPTION
 AA2105
 AA2105'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2105'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE NORTH RIGHT OF WAY
 AA2105'OF TALLADEGA COUNTY ROAD NO. 36, ABOUT ABOUT 6.70 MI (10.78 KM)
 AA2105'SOUTH-SOUTHEAST OF CHILDERSBURG AND ABOUT 7.30 MI (11.75 KM) WEST OF
 AA2105'SYLACAUGA. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, U.S.
 AA2105'280, AND ALA 21 (MILE POST 44.00 ON U.S. 231 AND U.S. 280 AND MILE
 AA2105'POST 209.50 ON ALA 21) AT AN OVERPASS IN SYLACAUGA, DRIVE NORTH ON
 AA2105'U.S. 231 AND U.S. 280 FOR 4.10 MI (6.60 KM) TO MILE POST 39.90 AND
 AA2105'TALLADEGA COUNTY ROAD NO. 36 LEFT AND RIGHT, TURN LEFT ON TALLADEGA
 AA2105'COUNTY ROAD NO. 36 AND DRIVE WEST FOR 2.30 MI (3.70 KM) TO THE STATION
 AA2105'ON THE RIGHT. THE STATION IS 7.1 FT (2.2 M) SOUTH-SOUTHEAST OF A CROSS
 AA2105'TIE POST, 8.1 FT (2.5 M) SOUTHEAST OF A STEEL PROPERTY CORNER, 33.0 FT
 AA2105'(10.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF TALLADEGA COUNTY ROAD
 AA2105'NO. 36, 79.3 FT (24.2 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. S 4251
 AA2105'OMR ACROSS THE ROAD, 2.2 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST,
 AA2105'AND SET FLUSH WITH THE GROUND. STATION 61-32 1993 MAY BE USED AS AN
 AA2105'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2106 ***********************************************************************
 AA2106  DESIGNATION -  61 32
 AA2106  PID         -  AA2106
 AA2106  STATE/COUNTY-  AL/TALLADEGA
 AA2106  USGS QUAD   -  SYLACAUGA WEST (1980)
 AA2106
 AA2106                         *CURRENT SURVEY CONTROL
 AA2106  ___________________________________________________________________
 AA2106* NAD 83(1992)-  33 10 49.28952(N)    086 20 11.90866(W)     ADJUSTED  
 AA2106* NAVD 88     -       154.9    (meters)     508.     (feet)  VERTCON   
 AA2106  ___________________________________________________________________
 AA2106  X           -     341,428.396 (meters)                     COMP
 AA2106  Y           -  -5,332,740.586 (meters)                     COMP
 AA2106  Z           -   3,470,786.089 (meters)                     COMP
 AA2106  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA2106  ELLIP HEIGHT-         125.80  (meters)          (07/29/02) GPS OBS
 AA2106  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 AA2106
 AA2106  HORZ ORDER  -  FIRST
 AA2106  ELLP ORDER  -  FOURTH    CLASS I
 AA2106
 AA2106.The horizontal coordinates were established by GPS observations
 AA2106.and adjusted by the National Geodetic Survey in September 1994..
 AA2106
 AA2106.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2106
 AA2106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2106
 AA2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2106
 AA2106.The ellipsoidal height was determined by GPS observations
 AA2106.and is referenced to NAD 83.
 AA2106
 AA2106.The geoid height was determined by GEOID03.
 AA2106
 AA2106;                    North         East     Units Scale Factor Converg.
 AA2106;SPC AL E     -   297,310.069   153,061.818   MT  0.99998715   -0 16 31.6
 AA2106;UTM  16      - 3,671,477.690   561,842.378   MT  0.99964715   +0 21 47.0
 AA2106
 AA2106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2106!SPC AL E     -   0.99998025  x   0.99998715  =   0.99996740
 AA2106!UTM  16      -   0.99998025  x   0.99964715  =   0.99962741
 AA2106
 AA2106:                Primary Azimuth Mark                     Grid Az
 AA2106:SPC AL E     -  61 31                                    261 15 10.2
 AA2106:UTM  16      -  61 31                                    260 36 51.6
 AA2106
 AA2106|---------------------------------------------------------------------|
 AA2106| PID    Reference Object                     Distance      Geod. Az  |
 AA2106|                                                           dddmmss.s |
 AA2106| AA2105 61 31                               458.575 METERS 2605838.6 |
 AA2106|---------------------------------------------------------------------|
 AA2106
 AA2106                          SUPERSEDED SURVEY CONTROL
 AA2106
 AA2106  ELLIP H (09/29/94)  125.86   (m)                       GP(       ) 3 2
 AA2106  NGVD 29 (09/29/94)  154.8    (m)          508.     (f) GPS OBS        
 AA2106
 AA2106.Superseded values are not recommended for survey control.
 AA2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2106.See file dsdata.txt to determine how the superseded data were derived.
 AA2106
 AA2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6184271478(NAD 83)
 AA2106_MARKER: DD = SURVEY DISK
 AA2106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2106_SP_SET: CONCRETE POST
 AA2106_STAMPING: 61-32 1993
 AA2106_MARK LOGO: ALHD  
 AA2106_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2106+STABILITY: SURFACE MOTION
 AA2106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2106+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2106
 AA2106  HISTORY     - Date     Condition        Report By
 AA2106  HISTORY     - 1993     MONUMENTED       ALHD
 AA2106
 AA2106                          STATION DESCRIPTION
 AA2106
 AA2106'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2106'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTH RIGHT OF WAY
 AA2106'OF TALLADEGA COUNTY ROAD NO. 36, ABOUT ABOUT 6.80 MI (10.94 KM)
 AA2106'SOUTH-SOUTHEAST OF CHILDERSBURG AND ABOUT 6.95 MI (11.18 KM) WEST OF
 AA2106'SYLACAUGA. TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, U.S.
 AA2106'280, AND ALA 21 (MILE POST 44.00 ON U.S. 231 AND U.S. 280 AND MILE
 AA2106'POST 209.50 ON ALA 21) AT AN OVERPASS IN SYLACAUGA, DRIVE NORTH ON
 AA2106'U.S. 231 AND U.S. 280 FOR 4.10 MI (6.60 KM) TO MILE POST 39.90 AND
 AA2106'TALLADEGA COUNTY ROAD NO. 36 LEFT AND RIGHT, TURN LEFT ON TALLADEGA
 AA2106'COUNTY ROAD NO. 36 AND DRIVE WEST FOR 2.00 MI (3.22 KM) TO THE STATION
 AA2106'ON THE LEFT. THE STATION IS 2.8 FT (0.9 M) NORTH-NORTHWEST OF A FOUR
 AA2106'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 6.2 FT (1.9 M)
 AA2106'EAST-NORTHEAST OF THE CENTER OF A PLASTIC WATER METER BOX, 6.9 FT (2.1
 AA2106'M) WEST OF TELEPHONE CABLE PEDESTAL NO. F 3935 OMR, 10.6 FT (3.2 M)
 AA2106'WEST OF THE WEST CROSS TIE POST OF A METAL GATE, 18.5 FT (5.6 M)
 AA2106'WEST-SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 25.3 FT (7.7 M)
 AA2106'WEST OF THE EAST POST OF A METAL GATE AND THE NORTHEAST CORNER OF THE
 AA2106'FENCE, 42.2 FT (12.9 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF TALLADEGA
 AA2106'COUNTY ROAD NO. 36, 2.9 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST,
 AA2106'AND SET FLUSH WITH THE GROUND. STATION 61-31 1993 MAY BE USED AS AN
 AA2106'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2107 ***********************************************************************
 AA2107  DESIGNATION -  61 33
 AA2107  PID         -  AA2107
 AA2107  STATE/COUNTY-  AL/TALLADEGA
 AA2107  USGS QUAD   -  SYLACAUGA EAST (1987)
 AA2107
 AA2107                         *CURRENT SURVEY CONTROL
 AA2107  ___________________________________________________________________
 AA2107* NAD 83(1992)-  33 10 16.50858(N)    086 14 29.71753(W)     ADJUSTED  
 AA2107* NAVD 88     -       163.7    (meters)     537.     (feet)  VERTCON   
 AA2107  ___________________________________________________________________
 AA2107  X           -     350,311.595 (meters)                     COMP
 AA2107  Y           -  -5,332,725.682 (meters)                     COMP
 AA2107  Z           -   3,469,945.640 (meters)                     COMP
 AA2107  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 AA2107  ELLIP HEIGHT-         134.67  (meters)          (07/29/02) GPS OBS
 AA2107  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA2107
 AA2107  HORZ ORDER  -  FIRST
 AA2107  ELLP ORDER  -  FOURTH    CLASS I
 AA2107
 AA2107.The horizontal coordinates were established by GPS observations
 AA2107.and adjusted by the National Geodetic Survey in September 1994..
 AA2107
 AA2107.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2107.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2107
 AA2107.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2107
 AA2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2107
 AA2107.The ellipsoidal height was determined by GPS observations
 AA2107.and is referenced to NAD 83.
 AA2107
 AA2107.The geoid height was determined by GEOID03.
 AA2107
 AA2107;                    North         East     Units Scale Factor Converg.
 AA2107;SPC AL E     -   296,261.601   161,922.539   MT  0.99997787   -0 13 24.2
 AA2107;UTM  16      - 3,670,528.330   570,711.321   MT  0.99966165   +0 24 53.9
 AA2107
 AA2107!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2107!SPC AL E     -   0.99997886  x   0.99997787  =   0.99995673
 AA2107!UTM  16      -   0.99997886  x   0.99966165  =   0.99964051
 AA2107
 AA2107                          SUPERSEDED SURVEY CONTROL
 AA2107
 AA2107  ELLIP H (09/29/94)  134.74   (m)                       GP(       ) 3 2
 AA2107  NGVD 29 (09/29/94)  163.6    (m)          537.     (f) GPS OBS        
 AA2107
 AA2107.Superseded values are not recommended for survey control.
 AA2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2107.See file dsdata.txt to determine how the superseded data were derived.
 AA2107
 AA2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7071170528(NAD 83)
 AA2107_MARKER: DD = SURVEY DISK
 AA2107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2107_SP_SET: CONCRETE POST
 AA2107_STAMPING: 61-33 1993
 AA2107_MARK LOGO: ALHD  
 AA2107_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2107+STABILITY: SURFACE MOTION
 AA2107_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2107+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2107
 AA2107  HISTORY     - Date     Condition        Report By
 AA2107  HISTORY     - 1993     MONUMENTED       ALHD
 AA2107
 AA2107                          STATION DESCRIPTION
 AA2107
 AA2107'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2107'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTH RIGHT OF WAY
 AA2107'OF ALA 148 IN SYLACAUGA. TO REACH THE STATION FROM THE JUNCTION OF ALA
 AA2107'21 AND ALA 148 (MILE POST 0.00 ON ALA 148 AND MILE POST 211.45 ON ALA
 AA2107'21) AT A TRAFFIC LIGHT IN SYLACAUGA, DRIVE EAST ON ALA 148 FOR 0.55 MI
 AA2107'(0.89 KM) TO MILE POST 0.55 AND THE STATION ON THE RIGHT. THE STATION
 AA2107'IS LOCATED IN FRONT OF ECONOMY STORAGE MINI-WAREHOUSES, 5.8 FT (1.8 M)
 AA2107'NORTH OF A SIX-FOOT CHAIN LINK FENCE WITH THREE STRANDS OF BARBED
 AA2107'WIRE, 55.1 FT (16.8 M) SOUTH OF THE CENTERLINE OF ALA 148, 56.1 FT
 AA2107'(17.1 M) EAST OF THE EAST POST OF A DOUBLE GATE, 65.5 FT (20.0 M) EAST
 AA2107'OF THE CENTER OF A GRAVEL DRIVEWAY, 83.9 FT (25.6 M) EAST OF THE
 AA2107'NORTHWEST CORNER OF THE FENCE, 6.0 FT (1.8 M) NORTH OF A CARSONITE
 AA2107'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 61-34 1993 MAY BE
 AA2107'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2108 ***********************************************************************
 AA2108  DESIGNATION -  61 34
 AA2108  PID         -  AA2108
 AA2108  STATE/COUNTY-  AL/TALLADEGA
 AA2108  USGS QUAD   -  SYLACAUGA EAST (1987)
 AA2108
 AA2108                         *CURRENT SURVEY CONTROL
 AA2108  ___________________________________________________________________
 AA2108* NAD 83(1992)-  33 10 16.99146(N)    086 14 02.04204(W)     ADJUSTED  
 AA2108* NAVD 88     -       167.0    (meters)     548.     (feet)  VERTCON   
 AA2108  ___________________________________________________________________
 AA2108  X           -     351,026.756 (meters)                     COMP
 AA2108  Y           -  -5,332,673.290 (meters)                     COMP
 AA2108  Z           -   3,469,959.914 (meters)                     COMP
 AA2108  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 AA2108  ELLIP HEIGHT-         138.00  (meters)          (07/29/02) GPS OBS
 AA2108  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA2108
 AA2108  HORZ ORDER  -  FIRST
 AA2108  ELLP ORDER  -  FOURTH    CLASS I
 AA2108
 AA2108.The horizontal coordinates were established by GPS observations
 AA2108.and adjusted by the National Geodetic Survey in September 1994..
 AA2108
 AA2108.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2108.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2108
 AA2108.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2108
 AA2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2108
 AA2108.The ellipsoidal height was determined by GPS observations
 AA2108.and is referenced to NAD 83.
 AA2108
 AA2108.The geoid height was determined by GEOID03.
 AA2108
 AA2108;                    North         East     Units Scale Factor Converg.
 AA2108;SPC AL E     -   296,273.708   162,639.618   MT  0.99997720   -0 13 09.0
 AA2108;UTM  16      - 3,670,548.419   571,427.994   MT  0.99966290   +0 25 09.1
 AA2108
 AA2108!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2108!SPC AL E     -   0.99997833  x   0.99997720  =   0.99995554
 AA2108!UTM  16      -   0.99997833  x   0.99966290  =   0.99964124
 AA2108
 AA2108                          SUPERSEDED SURVEY CONTROL
 AA2108
 AA2108  ELLIP H (09/29/94)  138.07   (m)                       GP(       ) 3 2
 AA2108  NGVD 29 (09/29/94)  167.0    (m)          548.     (f) GPS OBS        
 AA2108
 AA2108.Superseded values are not recommended for survey control.
 AA2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2108.See file dsdata.txt to determine how the superseded data were derived.
 AA2108
 AA2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7142870548(NAD 83)
 AA2108_MARKER: DD = SURVEY DISK
 AA2108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2108_SP_SET: CONCRETE POST
 AA2108_STAMPING: 61-34 1993
 AA2108_MARK LOGO: ALHD  
 AA2108_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2108+STABILITY: SURFACE MOTION
 AA2108_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2108+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2108
 AA2108  HISTORY     - Date     Condition        Report By
 AA2108  HISTORY     - 1993     MONUMENTED       ALHD
 AA2108
 AA2108                          STATION DESCRIPTION
 AA2108
 AA2108'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2108'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE NORTH RIGHT OF WAY
 AA2108'OF ALA 148 IN SYLACAUGA. TO REACH THE STATION FROM THE JUNCTION OF ALA
 AA2108'21 AND ALA 148 (MILE POST 0.00 ON ALA 148 AND MILE POST 211.45 ON ALA
 AA2108'21) AT A TRAFFIC LIGHT IN SYLACAUGA, DRIVE EAST ON ALA 148 FOR 0.95 MI
 AA2108'(1.53 KM) TO MILE POST 0.95 AND THE STATION ON THE LEFT. THE STATION
 AA2108'IS 4.1 FT (1.2 M) SOUTH OF THE SOUTHWEST CORNER OF A SIX FOOT CHAIN
 AA2108'LINK FENCE, 33.0 FT (10.1 M) NORTH OF THE WEST END OF THE NORTH
 AA2108'HEADWALL OF A DOUBLE THIRY-INCH BCCM PIPE UNDER ALA 148, 34.7 FT (10.6
 AA2108'M) NORTH-NORTHWEST OF THE EAST END OF THE NORTH HEADWALL OF A DOUBLE
 AA2108'THIRTY-INCH BCCM PIPE UNDER ALA 148, 35.4 FT (10.8 M) NORTH-NORTHWEST
 AA2108'OF A THREE AMBER REFLECTOR POST, 40.2 FT (12.3 M) WEST OF A POWER POLE
 AA2108'WITH THREE TRANSFORMERS, 57.5 FT (17.5 M) NORTH OF THE CENTERLINE OF
 AA2108'ALA 148, 4.2 FT (1.3 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA2108'FLUSH WITH THE GROUND. STATION 61-33 1993 MAY BE USED AS AN AZIMUTH
 AA2108'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2109 ***********************************************************************
 AA2109  DESIGNATION -  61 35
 AA2109  PID         -  AA2109
 AA2109  STATE/COUNTY-  AL/TALLADEGA
 AA2109  USGS QUAD   -  SYLACAUGA EAST (1987)
 AA2109
 AA2109                         *CURRENT SURVEY CONTROL
 AA2109  ___________________________________________________________________
 AA2109* NAD 83(1992)-  33 14 36.70673(N)    086 14 28.29358(W)     ADJUSTED  
 AA2109* NAVD 88     -       145.5    (meters)     477.     (feet)  VERTCON   
 AA2109  ___________________________________________________________________
 AA2109  X           -     350,059.599 (meters)                     COMP
 AA2109  Y           -  -5,328,327.219 (meters)                     COMP
 AA2109  Z           -   3,476,642.856 (meters)                     COMP
 AA2109  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AA2109  ELLIP HEIGHT-         116.47  (meters)          (07/29/02) GPS OBS
 AA2109  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA2109
 AA2109  HORZ ORDER  -  FIRST
 AA2109  ELLP ORDER  -  FOURTH    CLASS I
 AA2109
 AA2109.The horizontal coordinates were established by GPS observations
 AA2109.and adjusted by the National Geodetic Survey in September 1994..
 AA2109
 AA2109.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2109
 AA2109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2109
 AA2109.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2109
 AA2109.The ellipsoidal height was determined by GPS observations
 AA2109.and is referenced to NAD 83.
 AA2109
 AA2109.The geoid height was determined by GEOID03.
 AA2109
 AA2109;                    North         East     Units Scale Factor Converg.
 AA2109;SPC AL E     -   304,277.357   161,990.683   MT  0.99997781   -0 13 24.9
 AA2109;UTM  16      - 3,678,541.812   570,690.075   MT  0.99966161   +0 24 57.6
 AA2109
 AA2109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2109!SPC AL E     -   0.99998171  x   0.99997781  =   0.99995953
 AA2109!UTM  16      -   0.99998171  x   0.99966161  =   0.99964333
 AA2109
 AA2109                          SUPERSEDED SURVEY CONTROL
 AA2109
 AA2109  ELLIP H (09/29/94)  116.53   (m)                       GP(       ) 3 2
 AA2109  NGVD 29 (09/29/94)  145.4    (m)          477.     (f) GPS OBS        
 AA2109
 AA2109.Superseded values are not recommended for survey control.
 AA2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2109.See file dsdata.txt to determine how the superseded data were derived.
 AA2109
 AA2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7069078542(NAD 83)
 AA2109_MARKER: DD = SURVEY DISK
 AA2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2109_SP_SET: CONCRETE POST
 AA2109_STAMPING: 61-35 1993
 AA2109_MARK LOGO: ALHD  
 AA2109_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2109+STABILITY: SURFACE MOTION
 AA2109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2109+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2109
 AA2109  HISTORY     - Date     Condition        Report By
 AA2109  HISTORY     - 1993     MONUMENTED       ALHD
 AA2109
 AA2109                          STATION DESCRIPTION
 AA2109
 AA2109'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2109'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2109'TALLADEGA COUNTY ROAD NO. 139, ABOUT 4.95 MI (7.97 KM) NORTH OF
 AA2109'SYLACAUGA AND ABOUT 7.20 MI (11.59 KM) EAST-SOUTHEAST OF CHILDERSBURG.
 AA2109'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 76 (MILE POST
 AA2109'222.70 ON ALA 21 AND MILE POST 16.70 ON ALA 76) ABOUT 10.65 MI (17.14
 AA2109'KM) EAST OF CHILDERSBURG, DRIVE SOUTH ON ALA 21 FOR 4.05 MI (6.52 KM)
 AA2109'TO MILE POST 218.65 AND TALLADEGA COUNTY ROAD NO. 175 ON THE RIGHT,
 AA2109'TURN RIGHT ON TALLADEGA COUNTY ROAD NO. 175 AND DRIVE WEST FOR 1.80 MI
 AA2109'(2.90 KM) TO A CROSS ROAD WITH TALLADEGA COUNTY ROAD NO. 139 LEFT AND
 AA2109'RIGHT, TURN LEFT ON TALLADEGA COUNTY ROAD NO. 139 AND DRIVE SOUTH FOR
 AA2109'1.50 MI (2.41 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA2109'(0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS,
 AA2109'37.5 FT (11.4 M) EAST OF THE CENTER OF TALLADEGA COUNTY ROAD NO. 139,
 AA2109'48.1 FT (14.7 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 375, 65.2 FT
 AA2109'(19.9 M) NORTH OF THE NORTH POST OF A DOUBLE METAL GATE, 87.6 FT (26.7
 AA2109'M) SOUTHEAST OF THE SOUTH ONE OF TWO CONNECTED POSTS IN THE FENCE LINE
 AA2109'ACROSS THE ROAD, 97.5 FT (29.7 M) NORTHEAST OF A POWER POLE ACROSS THE
 AA2109'ROAD, 3.3 FT (1.0 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2109'WITH THE GROUND. STATION 61-36 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2109'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2110 ***********************************************************************
 AA2110  DESIGNATION -  61 36
 AA2110  PID         -  AA2110
 AA2110  STATE/COUNTY-  AL/TALLADEGA
 AA2110  USGS QUAD   -  WINTERBORO (1984)
 AA2110
 AA2110                         *CURRENT SURVEY CONTROL
 AA2110  ___________________________________________________________________
 AA2110* NAD 83(1992)-  33 15 06.94132(N)    086 14 28.24527(W)     ADJUSTED  
 AA2110* NAVD 88     -       147.2    (meters)     483.     (feet)  VERTCON   
 AA2110  ___________________________________________________________________
 AA2110  X           -     350,027.463 (meters)                     COMP
 AA2110  Y           -  -5,327,819.000 (meters)                     COMP
 AA2110  Z           -   3,477,422.824 (meters)                     COMP
 AA2110  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AA2110  ELLIP HEIGHT-         118.22  (meters)          (07/29/02) GPS OBS
 AA2110  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA2110
 AA2110  HORZ ORDER  -  FIRST
 AA2110  ELLP ORDER  -  FOURTH    CLASS I
 AA2110
 AA2110.The horizontal coordinates were established by GPS observations
 AA2110.and adjusted by the National Geodetic Survey in September 1994..
 AA2110
 AA2110.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2110
 AA2110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2110
 AA2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2110
 AA2110.The ellipsoidal height was determined by GPS observations
 AA2110.and is referenced to NAD 83.
 AA2110
 AA2110.The geoid height was determined by GEOID03.
 AA2110
 AA2110;                    North         East     Units Scale Factor Converg.
 AA2110;SPC AL E     -   305,208.792   161,995.568   MT  0.99997780   -0 13 25.1
 AA2110;UTM  16      - 3,679,472.949   570,684.564   MT  0.99966160   +0 24 57.9
 AA2110
 AA2110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2110!SPC AL E     -   0.99998144  x   0.99997780  =   0.99995924
 AA2110!UTM  16      -   0.99998144  x   0.99966160  =   0.99964305
 AA2110
 AA2110                          SUPERSEDED SURVEY CONTROL
 AA2110
 AA2110  ELLIP H (09/29/94)  118.29   (m)                       GP(       ) 3 2
 AA2110  NGVD 29 (09/29/94)  147.2    (m)          483.     (f) GPS OBS        
 AA2110
 AA2110.Superseded values are not recommended for survey control.
 AA2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2110.See file dsdata.txt to determine how the superseded data were derived.
 AA2110
 AA2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7068579473(NAD 83)
 AA2110_MARKER: DD = SURVEY DISK
 AA2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2110_SP_SET: CONCRETE POST
 AA2110_STAMPING: 61-36 1993
 AA2110_MARK LOGO: ALHD  
 AA2110_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2110+STABILITY: SURFACE MOTION
 AA2110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2110+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2110
 AA2110  HISTORY     - Date     Condition        Report By
 AA2110  HISTORY     - 1993     MONUMENTED       ALHD
 AA2110
 AA2110                          STATION DESCRIPTION
 AA2110
 AA2110'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2110'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2110'TALLADEGA COUNTY ROAD NO. 139, ABOUT 5.45 MI (8.77 KM) NORTH OF
 AA2110'SYLACAUGA AND ABOUT 6.95 MI (11.18 KM) EAST-SOUTHEAST OF CHILDERSBURG.
 AA2110'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 76 (MILE POST
 AA2110'222.70 ON ALA 21 AND MILE POST 16.70 ON ALA 76) ABOUT 10.65 MI (17.14
 AA2110'KM) EAST OF CHILDERSBURG, DRIVE SOUTH ON ALA 21 FOR 4.05 MI (6.52 KM)
 AA2110'TO MILE POST 218.65 AND TALLADEGA COUNTY ROAD NO. 175 ON THE RIGHT,
 AA2110'TURN RIGHT ON TALLADEGA COUNTY ROAD NO. 175 AND DRIVE WEST FOR 1.80 MI
 AA2110'(2.90 KM) TO A CROSS ROAD WITH TALLADEGA COUNTY ROAD NO. 139 LEFT AND
 AA2110'RIGHT, TURN LEFT ON TALLADEGA COUNTY ROAD NO. 139 AND DRIVE SOUTH FOR
 AA2110'0.90 MI (1.45 KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED
 AA2110'IN FRONT OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 3.1 FT (0.9 M)
 AA2110'EAST OF A FIVE STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS, 3.9 FT
 AA2110'(1.2 M) SOUTHEAST OF THE NORTH ONE OF TWO CONNECTED WOOD POSTS IN THE
 AA2110'FENCE LINE, 4.0 FT (1.2 M) NORTHEAST OF THE SOUTH ONE OF TWO CONNECTED
 AA2110'WOOD POSTS IN THE FENCE LINE, 38.0 FT (11.6 M) WEST OF THE CENTER OF
 AA2110'TALLADEGA COUNTY ROAD NO. 139, 169.0 FT (51.5 M) NORTH OF A CROSS TIE
 AA2110'FENCE JUNCTION POST, 178.7 FT (54.5 M) NORTH OF THE NORTH POST OF A
 AA2110'BLUE METAL GATE, 179.3 FT (54.7 M) NORTH OF A JUNCTION POWER POLE,
 AA2110'206.0 FT (62.8 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. P 43 W LC,
 AA2110'208.5 FT (63.6 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. S 5N 4W, 2.5
 AA2110'FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2110'GROUND. STATION 61-35 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2111 ***********************************************************************
 AA2111  DESIGNATION -  61 37
 AA2111  PID         -  AA2111
 AA2111  STATE/COUNTY-  AL/TALLADEGA
 AA2111  USGS QUAD   -  CHILDERSBURG (1972)
 AA2111
 AA2111                         *CURRENT SURVEY CONTROL
 AA2111  ___________________________________________________________________
 AA2111* NAD 83(1992)-  33 18 24.13221(N)    086 18 40.62560(W)     ADJUSTED  
 AA2111* NAVD 88     -       137.1    (meters)     450.     (feet)  VERTCON   
 AA2111  ___________________________________________________________________
 AA2111  X           -     343,293.203 (meters)                     COMP
 AA2111  Y           -  -5,324,908.111 (meters)                     COMP
 AA2111  Z           -   3,482,496.133 (meters)                     COMP
 AA2111  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AA2111  ELLIP HEIGHT-         108.03  (meters)          (07/29/02) GPS OBS
 AA2111  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA2111
 AA2111  HORZ ORDER  -  FIRST
 AA2111  ELLP ORDER  -  FOURTH    CLASS I
 AA2111
 AA2111.The horizontal coordinates were established by GPS observations
 AA2111.and adjusted by the National Geodetic Survey in September 1994..
 AA2111
 AA2111.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2111.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2111
 AA2111.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2111
 AA2111.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2111
 AA2111.The ellipsoidal height was determined by GPS observations
 AA2111.and is referenced to NAD 83.
 AA2111
 AA2111.The geoid height was determined by GEOID03.
 AA2111
 AA2111;                    North         East     Units Scale Factor Converg.
 AA2111;SPC AL E     -   311,311.415   155,490.643   MT  0.99998442   -0 15 44.8
 AA2111;UTM  16      - 3,685,500.551   564,113.995   MT  0.99965068   +0 22 41.5
 AA2111
 AA2111!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2111!SPC AL E     -   0.99998304  x   0.99998442  =   0.99996746
 AA2111!UTM  16      -   0.99998304  x   0.99965068  =   0.99963373
 AA2111
 AA2111:                Primary Azimuth Mark                     Grid Az
 AA2111:SPC AL E     -  61 38                                    020 10 22.5
 AA2111:UTM  16      -  61 38                                    019 31 56.2
 AA2111
 AA2111|---------------------------------------------------------------------|
 AA2111| PID    Reference Object                     Distance      Geod. Az  |
 AA2111|                                                           dddmmss.s |
 AA2111| AA2112 61 38                               427.185 METERS 0195437.7 |
 AA2111|---------------------------------------------------------------------|
 AA2111
 AA2111                          SUPERSEDED SURVEY CONTROL
 AA2111
 AA2111  ELLIP H (09/29/94)  108.10   (m)                       GP(       ) 3 2
 AA2111  NGVD 29 (09/29/94)  137.1    (m)          450.     (f) GPS OBS        
 AA2111
 AA2111.Superseded values are not recommended for survey control.
 AA2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2111.See file dsdata.txt to determine how the superseded data were derived.
 AA2111
 AA2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6411485501(NAD 83)
 AA2111_MARKER: DD = SURVEY DISK
 AA2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2111_SP_SET: CONCRETE POST
 AA2111_STAMPING: 61-37 1993
 AA2111_MARK LOGO: ALHD  
 AA2111_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2111+STABILITY: SURFACE MOTION
 AA2111_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2111+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2111
 AA2111  HISTORY     - Date     Condition        Report By
 AA2111  HISTORY     - 1993     MONUMENTED       ALHD
 AA2111
 AA2111                          STATION DESCRIPTION
 AA2111
 AA2111'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2111'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2111'TALLADEGA COUNTY ROAD NO. 180, ABOUT 3.35 MI (5.39 KM) NORTHEAST OF
 AA2111'CHILDERSBURG AND 14.90 MI (23.98 KM) SOUTHWEST OF TALLADEGA. TO REACH
 AA2111'THE STATION FROM THE JUNCTION OF U.S. 231, U.S. 280, AND ALA 76 (MILE
 AA2111'POST 6.60 ON ALA 76 AND MILE POST 32.70 ON U.S. 231 AND U.S. 280) AT A
 AA2111'TRAFFIC LIGHT IN CHILDERSBURG, DRIVE EAST ON ALA 76 FOR 1.90 MI (3.06
 AA2111'KM) TO MILE POST 8.50 AND TALLADEGA COUNTY ROAD NO. 180 ON THE LEFT,
 AA2111'TURN LEFT ON TALLADEGA COUNTY ROAD NO. 180 AND DRIVE NORTHWEST FOR
 AA2111'0.25 MI (0.40 KM) , CROSSING A RAILROAD, TO TALLADEGA COUNTY ROAD NO.
 AA2111'180 ON THE RIGHT, TURN RIGHT ON TALLADEGA COUNTY ROAD NO. 180 AND
 AA2111'DRIVE NORTHEAST FOR 1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT. THE
 AA2111'STATION IS 4.2 FT (1.3 M) WEST-NORTHWEST OF A FIVE STRAND BARBED WIRE
 AA2111'FENCE ON WHITE TOP, GREEN STEEL POSTS, 35.1 FT (10.7 M) EAST-SOUTHEAST
 AA2111'OF THE CENTERLINE OF TALLADEGA COUNTY ROAD NO. 180, 52.6 FT (16.0 M)
 AA2111'SOUTH-SOUTHWEST OF A TREATED WOOD POST IN THE FENCE LINE, 97.3 FT
 AA2111'(29.7 M) NORTH-NORTHEAST OF A LARGE BRACED WOOD POST IN THE FENCE
 AA2111'LINE, 137.0 FT (41.8 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL
 AA2111'NO. P 20, 4.0 FT (1.2 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA2111'SET FLUSH WITH THE GROUND. STATION 61-38 1993 MAY BE USED AS AN
 AA2111'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2112 ***********************************************************************
 AA2112  DESIGNATION -  61 38
 AA2112  PID         -  AA2112
 AA2112  STATE/COUNTY-  AL/TALLADEGA
 AA2112  USGS QUAD   -  CHILDERSBURG (1972)
 AA2112
 AA2112                         *CURRENT SURVEY CONTROL
 AA2112  ___________________________________________________________________
 AA2112* NAD 83(1992)-  33 18 37.16925(N)    086 18 35.00172(W)     ADJUSTED  
 AA2112* NAVD 88     -       145.7    (meters)     478.     (feet)  VERTCON   
 AA2112  ___________________________________________________________________
 AA2112  X           -     343,424.655 (meters)                     COMP
 AA2112  Y           -  -5,324,685.818 (meters)                     COMP
 AA2112  Z           -   3,482,836.536 (meters)                     COMP
 AA2112  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AA2112  ELLIP HEIGHT-         116.64  (meters)          (07/29/02) GPS OBS
 AA2112  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA2112
 AA2112  HORZ ORDER  -  FIRST
 AA2112  ELLP ORDER  -  FOURTH    CLASS I
 AA2112
 AA2112.The horizontal coordinates were established by GPS observations
 AA2112.and adjusted by the National Geodetic Survey in September 1994..
 AA2112
 AA2112.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2112.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2112
 AA2112.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2112
 AA2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2112
 AA2112.The ellipsoidal height was determined by GPS observations
 AA2112.and is referenced to NAD 83.
 AA2112
 AA2112.The geoid height was determined by GEOID03.
 AA2112
 AA2112;                    North         East     Units Scale Factor Converg.
 AA2112;SPC AL E     -   311,712.389   155,637.958   MT  0.99998425   -0 15 41.8
 AA2112;UTM  16      - 3,685,903.013   564,256.769   MT  0.99965090   +0 22 44.7
 AA2112
 AA2112!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2112!SPC AL E     -   0.99998169  x   0.99998425  =   0.99996594
 AA2112!UTM  16      -   0.99998169  x   0.99965090  =   0.99963259
 AA2112
 AA2112:                Primary Azimuth Mark                     Grid Az
 AA2112:SPC AL E     -  61 37                                    200 10 22.5
 AA2112:UTM  16      -  61 37                                    199 31 56.0
 AA2112
 AA2112|---------------------------------------------------------------------|
 AA2112| PID    Reference Object                     Distance      Geod. Az  |
 AA2112|                                                           dddmmss.s |
 AA2112| AA2111 61 37                               427.185 METERS 1995440.7 |
 AA2112|---------------------------------------------------------------------|
 AA2112
 AA2112                          SUPERSEDED SURVEY CONTROL
 AA2112
 AA2112  ELLIP H (09/29/94)  116.71   (m)                       GP(       ) 3 2
 AA2112  NGVD 29 (09/29/94)  145.7    (m)          478.     (f) GPS OBS        
 AA2112
 AA2112.Superseded values are not recommended for survey control.
 AA2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2112.See file dsdata.txt to determine how the superseded data were derived.
 AA2112
 AA2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6425785903(NAD 83)
 AA2112_MARKER: DD = SURVEY DISK
 AA2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2112_SP_SET: CONCRETE POST
 AA2112_STAMPING: 61-38 1993
 AA2112_MARK LOGO: ALHD  
 AA2112_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2112+STABILITY: SURFACE MOTION
 AA2112_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2112+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2112
 AA2112  HISTORY     - Date     Condition        Report By
 AA2112  HISTORY     - 1993     MONUMENTED       ALHD
 AA2112
 AA2112                          STATION DESCRIPTION
 AA2112
 AA2112'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2112'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2112'TALLADEGA COUNTY ROAD NO. 180, ABOUT 3.55 MI (5.71 KM) NORTHEAST OF
 AA2112'CHILDERSBURG AND 14.70 MI (23.66 KM) SOUTHWEST OF TALLADEGA. TO REACH
 AA2112'THE STATION FROM THE JUNCTION OF U.S. 231, U.S. 280, AND ALA 76 (MILE
 AA2112'POST 6.60 ON ALA 76 AND MILE POST 32.70 ON U.S. 231 AND U.S. 280) AT A
 AA2112'TRAFFIC LIGHT IN CHILDERSBURG, DRIVE EAST ON ALA 76 FOR 1.90 MI (3.06
 AA2112'KM) TO MILE POST 8.50 AND TALLADEGA COUNTY ROAD NO. 180 ON THE LEFT,
 AA2112'TURN LEFT ON TALLADEGA COUNTY ROAD NO. 180 AND DRIVE NORTHWEST FOR
 AA2112'0.25 MI (0.40 KM) , CROSSING A RAILROAD, TO TALLADEGA COUNTY ROAD NO.
 AA2112'180 ON THE RIGHT, TURN RIGHT ON TALLADEGA COUNTY ROAD NO. 180 AND
 AA2112'DRIVE NORTHEAST FOR 1.90 MI (3.06 KM) TO THE STATION ON THE RIGHT. THE
 AA2112'STATION IS 4.0 FT (1.2 M) WEST-NORTHWEST OF A FIVE STRAND BARBED WIRE
 AA2112'FENCE ON WHITE TOP, GREEN STEEL POSTS, 19.1 FT (5.8 M) SOUTH-SOUTHWEST
 AA2112'OF TELEPHONE CABLE PEDESTAL NO. P 23, 37.3 FT (11.4 M) EAST-SOUTHEAST
 AA2112'OF THE CENTERLINE OF TALLADEGA COUNTY ROAD NO. 180, 47.0 FT (14.3 M)
 AA2112'NORTH-NORTHEAST OF A BURIED CABLE WARNING SIGN, 60.0 FT (18.3 M)
 AA2112'NORTH-NORTHEAST OF CONCRETE RIGHT OF WAY MARKER S - 620 B POT 99 +
 AA2112'02.6 40 R. O. W., 89.5 FT (27.3 M) NORTH-NORTHEAST OF A TALL BRACED
 AA2112'CROSS TIE POST IN THE FENCE LINE, 99.2 FT (30.2 M) NORTH-NORTHEAST OF
 AA2112'THE NORTH POST OF A METAL GATE, 4.1 FT (1.2 M) WEST OF A CARSONITE
 AA2112'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 61-37 1993 MAY BE
 AA2112'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2113 ***********************************************************************
 AA2113  DESIGNATION -  61 39
 AA2113  PID         -  AA2113
 AA2113  STATE/COUNTY-  AL/TALLADEGA
 AA2113  USGS QUAD   -  OXFORD (1983)
 AA2113
 AA2113                         *CURRENT SURVEY CONTROL
 AA2113  ___________________________________________________________________
 AA2113* NAD 83(1992)-  33 33 50.32674(N)    085 48 57.27950(W)     ADJUSTED  
 AA2113* NAVD 88     -       215.2    (meters)     706.     (feet)  VERTCON   
 AA2113  ___________________________________________________________________
 AA2113  X           -     388,176.057 (meters)                     COMP
 AA2113  Y           -  -5,306,125.203 (meters)                     COMP
 AA2113  Z           -   3,506,352.661 (meters)                     COMP
 AA2113  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 AA2113  ELLIP HEIGHT-         186.50  (meters)          (07/29/02) GPS OBS
 AA2113  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA2113
 AA2113  HORZ ORDER  -  FIRST
 AA2113  ELLP ORDER  -  FOURTH    CLASS I
 AA2113
 AA2113.The horizontal coordinates were established by GPS observations
 AA2113.and adjusted by the National Geodetic Survey in September 1994..
 AA2113
 AA2113.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2113
 AA2113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2113
 AA2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2113
 AA2113.The ellipsoidal height was determined by GPS observations
 AA2113.and is referenced to NAD 83.
 AA2113
 AA2113.The geoid height was determined by GEOID03.
 AA2113
 AA2113;                    North         East     Units Scale Factor Converg.
 AA2113;SPC AL E     -   339,743.551   201,617.673   MT  0.99996003   +0 00 34.7
 AA2113;UTM  16      - 3,714,440.553   609,906.640   MT  0.99974892   +0 39 17.0
 AA2113
 AA2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2113!SPC AL E     -   0.99997072  x   0.99996003  =   0.99993075
 AA2113!UTM  16      -   0.99997072  x   0.99974892  =   0.99971965
 AA2113
 AA2113                          SUPERSEDED SURVEY CONTROL
 AA2113
 AA2113  ELLIP H (09/29/94)  186.56   (m)                       GP(       ) 3 2
 AA2113  NGVD 29 (09/29/94)  215.2    (m)          706.     (f) GPS OBS        
 AA2113
 AA2113.Superseded values are not recommended for survey control.
 AA2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2113.See file dsdata.txt to determine how the superseded data were derived.
 AA2113
 AA2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0990714441(NAD 83)
 AA2113_MARKER: DD = SURVEY DISK
 AA2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2113_SP_SET: CONCRETE POST
 AA2113_STAMPING: 61-39 1993
 AA2113_MARK LOGO: ALHD  
 AA2113_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2113+STABILITY: SURFACE MOTION
 AA2113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2113+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 AA2113
 AA2113  HISTORY     - Date     Condition        Report By
 AA2113  HISTORY     - 1993     MONUMENTED       ALHD
 AA2113  HISTORY     - 20040901 GOOD             JCLS
 AA2113  HISTORY     - 20060623 GOOD             GEOCAC
 AA2113
 AA2113                          STATION DESCRIPTION
 AA2113
 AA2113'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2113'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTH RIGHT OF WAY
 AA2113'OF TALLADEGA COUNTY ROAD NO. 135, ABOUT 3.60 MI (5.79 KM)
 AA2113'SOUTH-SOUTHEAST OF OXFORD AND ABOUT 8.30 MI (13.36 KM) EAST-NORTHEAST
 AA2113'OF MUNFORD. TO REACH THE STATION FROM EXIT 185 ON I-20 (MILE POST
 AA2113'252.90 ON ALA 21) IN OXFORD, DRIVE SOUTHWEST ON ALA 21 FOR 4.90 MI
 AA2113'(7.89 KM) TO MILE POST 248.00 AND TALLADEGA COUNTY ROAD NO. 135 ON THE
 AA2113'LEFT, TURN LEFT ON TALLADEGA COUNTY ROAD NO. 135 AND DRIVE EAST FOR
 AA2113'4.10 MI (6.60 KM) TO THE STATION ON THE RIGHT. THE STATION IS 36.5 FT
 AA2113'(11.1 M) SOUTH-SOUTHEAST OF THE CENTER OF TALLADEGA COUNTY ROAD NO.
 AA2113'135, 154.4 FT (47.1 M) NORTH-NORTHWEST OF A FOUR STRAND BARBED WIRE
 AA2113'FENCE ON WHITE TOP, GREEN STEEL POSTS, 155.6 FT (47.4 M)
 AA2113'NORTH-NORTHWEST OF A CROSS TIE POST IN THE FENCE LINE, 177.5 FT (54.1
 AA2113'M) NORTH OF A CROSS TIE POST IN THE FENCE LINE, 3.0 FT (0.9 M)
 AA2113'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2113'STATION 61-40 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2113
 AA2113                          STATION RECOVERY (2004)
 AA2113
 AA2113'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA2113'RECOVERED IN GOOD CONDITION.
 AA2113
 AA2113                          STATION RECOVERY (2006)
 AA2113
 AA2113'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA2113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2792 ***********************************************************************
 DH2792  DESIGNATION -  61 4
 DH2792  PID         -  DH2792
 DH2792  STATE/COUNTY-  AL/TALLADEGA
 DH2792  USGS QUAD   -  RIVERSIDE (1972)
 DH2792
 DH2792                         *CURRENT SURVEY CONTROL
 DH2792  ___________________________________________________________________
 DH2792* NAD 83(1992)-  33 34 21.51078(N)    086 07 38.74461(W)     ADJUSTED  
 DH2792* NAVD 88     -       147.0    (meters)     482.     (feet)  VERTCON   
 DH2792  ___________________________________________________________________
 DH2792  X           -     359,281.242 (meters)                     COMP
 DH2792  Y           -  -5,307,570.359 (meters)                     COMP
 DH2792  Z           -   3,507,115.381 (meters)                     COMP
 DH2792  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 DH2792  ELLIP HEIGHT-         118.07  (meters)          (07/29/02) GPS OBS
 DH2792  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DH2792
 DH2792  HORZ ORDER  -  FIRST
 DH2792  ELLP ORDER  -  FOURTH    CLASS I
 DH2792
 DH2792.The horizontal coordinates were established by GPS observations
 DH2792.and adjusted by the National Geodetic Survey in December 1992..
 DH2792
 DH2792.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2792.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2792
 DH2792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2792
 DH2792.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2792
 DH2792.The ellipsoidal height was determined by GPS observations
 DH2792.and is referenced to NAD 83.
 DH2792
 DH2792.The geoid height was determined by GEOID03.
 DH2792
 DH2792;                    North         East     Units Scale Factor Converg.
 DH2792;SPC AL E     -   340,742.896   172,695.770   MT  0.99996919   -0 09 45.5
 DH2792;UTM  16      - 3,715,114.022   580,982.543   MT  0.99968085   +0 28 57.2
 DH2792
 DH2792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2792!SPC AL E     -   0.99998146  x   0.99996919  =   0.99995065
 DH2792!UTM  16      -   0.99998146  x   0.99968085  =   0.99966232
 DH2792
 DH2792:                Primary Azimuth Mark                     Grid Az
 DH2792:SPC AL E     -  61 3                                     178 41 32.4
 DH2792:UTM  16      -  61 3                                     178 02 49.7
 DH2792
 DH2792|---------------------------------------------------------------------|
 DH2792| PID    Reference Object                     Distance      Geod. Az  |
 DH2792|                                                           dddmmss.s |
 DH2792| DH2791 61 3                                413.152 METERS 1783146.9 |
 DH2792|---------------------------------------------------------------------|
 DH2792
 DH2792                          SUPERSEDED SURVEY CONTROL
 DH2792
 DH2792  ELLIP H (12/04/92)  118.14   (m)                       GP(       ) 4 1
 DH2792  NAD 83(1986)-  33 34 21.51899(N)    086 07 38.74719(W) AD(       ) 1
 DH2792  NGVD 29 (12/04/92)  146.9    (m)          482.     (f) GPS OBS        
 DH2792
 DH2792.Superseded values are not recommended for survey control.
 DH2792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2792.See file dsdata.txt to determine how the superseded data were derived.
 DH2792
 DH2792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8098315114(NAD 83)
 DH2792_MARKER: DD = SURVEY DISK
 DH2792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2792_SP_SET: CONCRETE POST
 DH2792_STAMPING: 61 - 4 1990
 DH2792_MARK LOGO: ALHD  
 DH2792_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2792+STABILITY: SURFACE MOTION
 DH2792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2792+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2792
 DH2792  HISTORY     - Date     Condition        Report By
 DH2792  HISTORY     - 1990     MONUMENTED       ALHD
 DH2792
 DH2792                          STATION DESCRIPTION
 DH2792
 DH2792'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2792'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE WEST RIGHT OF WAY OF
 DH2792'ALA 77, ABOUT 4.67 KM (2.90 MI) SOUTH OF LINCOLN AND ABOUT 15.61 KM
 DH2792'(9.70 MI) NORTH - NORTHWEST OF TALLADEGA.
 DH2792'TO REACH THE STATION FROM THE I - 20 AND ALA 77 INTERCHANGE, EXIT NO.
 DH2792'168 ON I - 20, DRIVE SOUTH ON ALA 77 2.09 KM (1.30 MI) TO MILE POST
 DH2792'74.25 AND THE STATION ON THE RIGHT.
 DH2792'THE STATION IS 10.67 M (35.01 FT) NORTHWEST OF THE CENTER OF A GRAVEL
 DH2792'DRIVEWAY, 17.59 M (57.71 FT) NORTH OF A POWER POLE, 18.68 M
 DH2792'(61.29 FT) NORTH OF A FENCE CORNER, 22.16 M (72.70 FT) WEST -
 DH2792'SOUTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF ALA 77, 0.69
 DH2792'M (2.26 FT) EAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 DH2792'GROUND.
 DH2792'STATION 61 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2114 ***********************************************************************
 AA2114  DESIGNATION -  61 40
 AA2114  PID         -  AA2114
 AA2114  STATE/COUNTY-  AL/TALLADEGA
 AA2114  USGS QUAD   -  OXFORD (1983)
 AA2114
 AA2114                         *CURRENT SURVEY CONTROL
 AA2114  ___________________________________________________________________
 AA2114* NAD 83(1992)-  33 33 59.10021(N)    085 48 36.38304(W)     ADJUSTED  
 AA2114* NAVD 88     -       228.1    (meters)     748.     (feet)  VERTCON   
 AA2114  ___________________________________________________________________
 AA2114  X           -     388,703.475 (meters)                     COMP
 AA2114  Y           -  -5,305,947.475 (meters)                     COMP
 AA2114  Z           -   3,506,585.007 (meters)                     COMP
 AA2114  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 AA2114  ELLIP HEIGHT-         199.35  (meters)          (07/29/02) GPS OBS
 AA2114  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA2114
 AA2114  HORZ ORDER  -  FIRST
 AA2114  ELLP ORDER  -  FOURTH    CLASS I
 AA2114
 AA2114.The horizontal coordinates were established by GPS observations
 AA2114.and adjusted by the National Geodetic Survey in September 1994..
 AA2114
 AA2114.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2114.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2114
 AA2114.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2114
 AA2114.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2114
 AA2114.The ellipsoidal height was determined by GPS observations
 AA2114.and is referenced to NAD 83.
 AA2114
 AA2114.The geoid height was determined by GEOID03.
 AA2114
 AA2114;                    North         East     Units Scale Factor Converg.
 AA2114;SPC AL E     -   340,013.953   202,156.570   MT  0.99996006   +0 00 46.2
 AA2114;UTM  16      - 3,714,716.947   610,442.345   MT  0.99975037   +0 39 28.7
 AA2114
 AA2114!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2114!SPC AL E     -   0.99996870  x   0.99996006  =   0.99992877
 AA2114!UTM  16      -   0.99996870  x   0.99975037  =   0.99971908
 AA2114
 AA2114                          SUPERSEDED SURVEY CONTROL
 AA2114
 AA2114  ELLIP H (09/29/94)  199.42   (m)                       GP(       ) 3 2
 AA2114  NGVD 29 (09/29/94)  228.0    (m)          748.     (f) GPS OBS        
 AA2114
 AA2114.Superseded values are not recommended for survey control.
 AA2114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2114.See file dsdata.txt to determine how the superseded data were derived.
 AA2114
 AA2114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1044214717(NAD 83)
 AA2114_MARKER: DD = SURVEY DISK
 AA2114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2114_SP_SET: CONCRETE POST
 AA2114_STAMPING: 61-40 1993
 AA2114_MARK LOGO: ALHD  
 AA2114_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2114+STABILITY: SURFACE MOTION
 AA2114_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2114+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2114
 AA2114  HISTORY     - Date     Condition        Report By
 AA2114  HISTORY     - 1993     MONUMENTED       ALHD
 AA2114  HISTORY     - 20060623 MARK NOT FOUND   GEOCAC
 AA2114
 AA2114                          STATION DESCRIPTION
 AA2114
 AA2114'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2114'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE NORTH RIGHT OF WAY
 AA2114'OF TALLADEGA COUNTY ROAD NO. 135, ABOUT 3.50 MI (5.63 KM)
 AA2114'SOUTH-SOUTHEAST OF OXFORD AND ABOUT 8.65 MI (13.92 KM) EAST-NORTHEAST
 AA2114'OF MUNFORD. TO REACH THE STATION FROM EXIT 185 ON I-20 (MILE POST
 AA2114'252.90 ON ALA 21) IN OXFORD, DRIVE SOUTHWEST ON ALA 21 FOR 4.90 MI
 AA2114'(7.89 KM) TO MILE POST 248.00 AND TALLADEGA COUNTY ROAD NO. 135 ON THE
 AA2114'LEFT, TURN LEFT ON TALLADEGA COUNTY ROAD NO. 135 AND DRIVE EAST FOR
 AA2114'4.50 MI (7.24 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.9 FT
 AA2114'(0.9 M) SOUTH-SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON WHITE
 AA2114'TOP, GREEN STEEL POSTS, 35.0 FT (10.7 M) NORTH-NORTHWEST OF THE CENTER
 AA2114'OF TALLADEGA COUNTY ROAD NO. 135, 49.5 FT (15.1 M) EAST OF AN
 AA2114'EIGHT-INCH WOOD POST IN THE FENCE LINE, 3.4 FT (1.0 M) SOUTHEAST OF A
 AA2114'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 61-39
 AA2114'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA2114
 AA2114                          STATION RECOVERY (2006)
 AA2114
 AA2114'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA2114'THE BARB WIRE FENCE LINE WITH GREEN POST IS COMPLETELY GONE AND HOMES
 AA2114'HAVE BEEN BUILT AT THE
 AA2114'AREA. THERE IS A BARB WIRE FENCE ON THE OTHER SIDED OF THE ROAD BUT
 AA2114'THE DESCRIPTION DOES NOT
 AA2114'DESCRIBE THAT SIDE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2793 ***********************************************************************
 DH2793  DESIGNATION -  61 5
 DH2793  PID         -  DH2793
 DH2793  STATE/COUNTY-  AL/TALLADEGA
 DH2793  USGS QUAD   -  SYLACAUGA WEST (1980)
 DH2793
 DH2793                         *CURRENT SURVEY CONTROL
 DH2793  ___________________________________________________________________
 DH2793* NAD 83(1992)-  33 14 58.10596(N)    086 20 46.39006(W)     ADJUSTED  
 DH2793* NAVD 88     -       151.6    (meters)     497.     (feet)  VERTCON   
 DH2793  ___________________________________________________________________
 DH2793  X           -     340,269.145 (meters)                     COMP
 DH2793  Y           -  -5,328,604.320 (meters)                     COMP
 DH2793  Z           -   3,477,197.564 (meters)                     COMP
 DH2793  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DH2793  ELLIP HEIGHT-         122.56  (meters)          (07/29/02) GPS OBS
 DH2793  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH2793
 DH2793  HORZ ORDER  -  FIRST
 DH2793  ELLP ORDER  -  FOURTH    CLASS I
 DH2793
 DH2793.The horizontal coordinates were established by GPS observations
 DH2793.and adjusted by the National Geodetic Survey in December 1992..
 DH2793
 DH2793.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2793.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2793
 DH2793.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2793
 DH2793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2793
 DH2793.The ellipsoidal height was determined by GPS observations
 DH2793.and is referenced to NAD 83.
 DH2793
 DH2793.The geoid height was determined by GEOID03.
 DH2793
 DH2793;                    North         East     Units Scale Factor Converg.
 DH2793;SPC AL E     -   304,979.723   152,206.143   MT  0.99998815   -0 16 52.4
 DH2793;UTM  16      - 3,679,134.709   560,901.529   MT  0.99964573   +0 21 30.5
 DH2793
 DH2793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2793!SPC AL E     -   0.99998076  x   0.99998815  =   0.99996891
 DH2793!UTM  16      -   0.99998076  x   0.99964573  =   0.99962650
 DH2793
 DH2793                          SUPERSEDED SURVEY CONTROL
 DH2793
 DH2793  ELLIP H (12/04/92)  122.61   (m)                       GP(       ) 4 1
 DH2793  NAD 83(1986)-  33 14 58.11461(N)    086 20 46.39282(W) AD(       ) 1
 DH2793  NGVD 29 (12/04/92)  151.6    (m)          497.     (f) GPS OBS        
 DH2793
 DH2793.Superseded values are not recommended for survey control.
 DH2793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2793.See file dsdata.txt to determine how the superseded data were derived.
 DH2793
 DH2793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6090279135(NAD 83)
 DH2793_MARKER: DD = SURVEY DISK
 DH2793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2793_SP_SET: CONCRETE POST
 DH2793_STAMPING: 61-5 1990
 DH2793_MARK LOGO: ALHD  
 DH2793_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2793+STABILITY: SURFACE MOTION
 DH2793_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2793+SATELLITE: SATELLITE OBSERVATIONS - June 20, 1991
 DH2793
 DH2793  HISTORY     - Date     Condition        Report By
 DH2793  HISTORY     - 1990     MONUMENTED       ALHD
 DH2793  HISTORY     - 19910620 GOOD             ALHD
 DH2793
 DH2793                          STATION DESCRIPTION
 DH2793
 DH2793'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2793'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTHWEST RIGHT OF
 DH2793'WAY OF TALLADEGA COUNTY ROAD NO. 45, ABOUT 3.22 KM (2.00 MI) SOUTH -
 DH2793'SOUTHEAST OF CHILDERSBURG, AND 12.39 KM (7.70 MI) NORTHWEST OF
 DH2793'SYLACAUGA.
 DH2793'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231, U. S. 280, AND
 DH2793'ALA 76 EAST AT A TRAFFIC LIGHT IN CHILDERSBURG, DRIVE SOUTH ON U. S.
 DH2793'231AND U. S. 280 2.09 KM (1.30 MI) TO TALLADEGA COUNTY ROAD NO. 45 ON
 DH2793'THE RIGHT, TURN RIGHT ON TALLADEGA COUNTY ROAD NO. 45 AND DRIVE SOUTH
 DH2793'1.37 KM (0.85 MI) TO THE STATION ON THE RIGHT.
 DH2793'THE STATION IS 1.98 M (6.50 FT) NORTH OF A BROKEN CONCRETE RIGHT OF
 DH2793'WAY MARKER, 5.18 M (16.99 FT) WEST - SOUTHWEST OF THE NORTH END OF A
 DH2793'15 INCH CONCRETE PIPE UNDER A DRIVEWAY, 9.72 M (31.89 FT) NORTHWEST
 DH2793'OF THE SOUTH END OF A 15 INCH CONCRETE PIPE UNDER A DRIVEWAY, 11.98 M
 DH2793'(39.30 FT) SOUTHWEST OF THE CENTER OF TALLADEGA COUNTY ROAD NO. 45,
 DH2793'13.20 M (43.31 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRONT
 DH2793'PORCH OF A BEIGE FRAME HOUSE, 14.75 M (48.39 FT) SOUTHEAST OF THE
 DH2793'SOUTHEAST CORNER OF A BEIGE FRAME HOUSE, 18.17 M (59.61 FT) NORTH -
 DH2793'NORTHEAST OF A TRANSFORMER POWER POLE, AND SET FLUSH WITH THE GROUND.
 DH2793'TRIANGULATION STATION KAYHATCHEE MAY BE USED AS AN AZIMUTH FOR THIS
 DH2793'STATION.
 DH2793'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT AFTER 6 P.M.
 DH2793'MR. RICHARD NICHOLSON
 DH2793'ROUTE 1, BOX 2440
 DH2793'CHILDERSBURG, ALABAMA 35044
 DH2793'PHONE 205 - 378 - 3591
 DH2793
 DH2793                          STATION RECOVERY (1991)
 DH2793
 DH2793'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2793'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE SOUTHWEST RIGHT OF
 DH2793'WAY OF TALLADEGA COUNTY ROAD NO. 45, ABOUT 3.22 KM (2.00 MI)
 DH2793'SOUTH-SOUTHEAST OF CHILDERSBURG, AND 12.39 KM (7.70 MI) NORTHWEST OF
 DH2793'SYLACAUGA.
 DH2793'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231, U.S. 280, AND ALA
 DH2793'76 EAST AT A TRAFFIC LIGHT IN CHILDERSBURG, DRIVE SOUTH ON U.S. 231
 DH2793'AND U.S. 280 FOR 2.09 KM (1.30 MI) TO TALLADEGA COUNTY ROAD NO. 45 ON
 DH2793'THE RIGHT, TURN RIGHT ON TALLADEGA COUNTY ROAD NO. 45 AND DRIVE SOUTH
 DH2793'FOR 1.37 KM (0.85 MI) TO THE STATION ON THE RIGHT.
 DH2793'THE STATION IS 1.98 M (6.50 FT) NORTH OF A BROKEN CONCRETE RIGHT OF
 DH2793'WAY MARKER, 5.18 M (16.99 FT) WEST-SOUTHWEST OF THE NORTH END OF A
 DH2793'15-INCH CONCRETE PIPE UNDER A DRIVEWAY, 9.72 M (31.89 FT) NORTHWEST
 DH2793'OF THE SOUTH END OF A 15-INCH CONCRETE PIPE UNDER A DRIVEWAY, 11.98 M
 DH2793'(39.30 FT) SOUTHWEST OF THE CENTER OF TALLADEGA COUNTY ROAD NO. 45,
 DH2793'13.20 M (43.31 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE FRONT
 DH2793'PORCH OF A BEIGE FRAME HOUSE, 14.75 M (48.39 FT) SOUTHEAST OF THE
 DH2793'SOUTHEAST CORNER OF A BEIGE FRAME HOUSE, 18.17 M (59.61 FT)
 DH2793'NORTH-NORTHEAST OF A TRANSFORMER POWER POLE, AND SET FLUSH WITH THE
 DH2793'GROUND.
 DH2793'TRIANGULATION STATION KAYHATCHEE MAY BE USED AS AN AZIMUTH FOR THIS
 DH2793'STATION.
 DH2793'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT AFTER 6 P.M.
 DH2793'MR. RICHARD NICHOLSON
 DH2793'ROUTE 1, BOX 2440
 DH2793'CHILDERSBURG, ALABAMA 35044
 DH2793'PHONE 205-378-3591
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2891 ***********************************************************************
 DH2891  DESIGNATION -  61 6
 DH2891  PID         -  DH2891
 DH2891  STATE/COUNTY-  AL/TALLADEGA
 DH2891  USGS QUAD   -  PORTER GAP (1987)
 DH2891
 DH2891                         *CURRENT SURVEY CONTROL
 DH2891  ___________________________________________________________________
 DH2891* NAD 83(1992)-  33 17 42.48443(N)    086 04 30.13479(W)     ADJUSTED  
 DH2891* NAVD 88     -       540.8    (meters)    1774.     (feet)  GPS OBS   
 DH2891  ___________________________________________________________________
 DH2891  X           -     365,317.726 (meters)                     COMP
 DH2891  Y           -  -5,324,487.010 (meters)                     COMP
 DH2891  Z           -   3,481,645.442 (meters)                     COMP
 DH2891  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DH2891  ELLIP HEIGHT-         511.96  (meters)          (07/29/02) GPS OBS
 DH2891  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DH2891
 DH2891  HORZ ORDER  -  FIRST
 DH2891  ELLP ORDER  -  FOURTH    CLASS I
 DH2891
 DH2891.The horizontal coordinates were established by GPS observations
 DH2891.and adjusted by the National Geodetic Survey in September 1993..
 DH2891
 DH2891.The orthometric height was determined by GPS observations and a
 DH2891.high-resolution geoid model.
 DH2891
 DH2891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2891
 DH2891.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2891
 DH2891.The ellipsoidal height was determined by GPS observations
 DH2891.and is referenced to NAD 83.
 DH2891
 DH2891.The geoid height was determined by GEOID03.
 DH2891
 DH2891;                    North         East     Units Scale Factor Converg.
 DH2891;SPC AL E     -   309,952.493   177,488.351   MT  0.99996625   -0 07 57.7
 DH2891;UTM  16      - 3,684,387.982   586,118.823   MT  0.99969144   +0 30 28.0
 DH2891
 DH2891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2891!SPC AL E     -   0.99991963  x   0.99996625  =   0.99988588
 DH2891!UTM  16      -   0.99991963  x   0.99969144  =   0.99961110
 DH2891
 DH2891                          SUPERSEDED SURVEY CONTROL
 DH2891
 DH2891  ELLIP H (09/27/93)  511.99   (m)                       GP(       ) 4 1
 DH2891
 DH2891.Superseded values are not recommended for survey control.
 DH2891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2891.See file dsdata.txt to determine how the superseded data were derived.
 DH2891
 DH2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8611984388(NAD 83)
 DH2891_MARKER: DD = SURVEY DISK
 DH2891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2891_SP_SET: CONCRETE POST
 DH2891_STAMPING: 61-6 1992
 DH2891_MARK LOGO: ALHD  
 DH2891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2891+STABILITY: SURFACE MOTION
 DH2891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2891+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2891
 DH2891  HISTORY     - Date     Condition        Report By
 DH2891  HISTORY     - 1992     MONUMENTED       ALHD
 DH2891
 DH2891                          STATION DESCRIPTION
 DH2891
 DH2891'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2891'THE STATION IS LOCATED IN TALLADEGA COUNTY ON PROPERTY OWNED BY THE
 DH2891'U.S. FOREST SERVICE, ABOUT 9.40 MI (15.13 KM)  SOUTH-SOUTHEAST OF
 DH2891'TALLADEGA AND ABOUT 13.30 MI (21.40 KM)  NORTHEAST OF SYLACAUGA.
 DH2891'TO REACH THE STATION FROM THE JUNCTION OF ALA 148 AND ALA 9 (MILE POST
 DH2891'20.20 ON ALA 148 AND MILE POST 174.85 ON ALA 9) IN MILLERVILLE, DRIVE
 DH2891'WEST ON ALA 148 FOR 7.65 MI (12.31 KM)  TO MILE POST 11.45 AND FOREST
 DH2891'SERVICE ROAD NO. 600 (SKYWAY MOTORWAY) ON THE RIGHT, TURN RIGHT ON
 DH2891'FOREST SERVICE ROAD NO. 600 AND DRIVE NORTH 5.70 MI (9.17 KM) TO A
 DH2891'HIGH VOLTAGE POWER LINE CROSSING, CONTINUE NORTH ON FOREST SERVICE
 DH2891'ROAD NO. 600 2.85 MI (4.59 KM)  TO THE BEGINNING OF A HOLLOW IN A
 DH2891'CURVE TO THE RIGHT, PARK HERE AND PACK WEST-SOUTHWEST APPROXIMATELY
 DH2891'60 YARDS TO THE TOP OF THE RIDGE AND THE STATION. THIS POINT IS 0.30
 DH2891'MI (0.48 KM) SOUTH OF THE ENTRANCE TO HORN FIRE TOWER.
 DH2891'THE STATION IS LOCATED ON THE SOUTH END OF A RIDGE, APPROXIMATELY 60
 DH2891'YARDS WEST-SOUTHWEST OF FOREST SERVICE ROAD NO. 600, APPROXIMATELY
 DH2891'1000 FT (304.8 M)  SOUTH OF HORN FIRE TOWER, 2.4 FT (0.7 M)  EAST OF
 DH2891'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2891'STATION 14-41 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2081 ***********************************************************************
 AA2081  DESIGNATION -  61 7
 AA2081  PID         -  AA2081
 AA2081  STATE/COUNTY-  AL/TALLADEGA
 AA2081  USGS QUAD   -  FRANCIS MILL (1972)
 AA2081
 AA2081                         *CURRENT SURVEY CONTROL
 AA2081  ___________________________________________________________________
 AA2081* NAD 83(1992)-  33 37 57.78278(N)    086 06 01.97902(W)     ADJUSTED  
 AA2081* NAVD 88     -       159.7    (meters)     524.     (feet)  VERTCON   
 AA2081  ___________________________________________________________________
 AA2081  X           -     361,521.091 (meters)                     COMP
 AA2081  Y           -  -5,303,732.598 (meters)                     COMP
 AA2081  Z           -   3,512,672.361 (meters)                     COMP
 AA2081  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AA2081  ELLIP HEIGHT-         130.80  (meters)          (07/29/02) GPS OBS
 AA2081  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AA2081
 AA2081  HORZ ORDER  -  FIRST
 AA2081  ELLP ORDER  -  FOURTH    CLASS I
 AA2081
 AA2081.The horizontal coordinates were established by GPS observations
 AA2081.and adjusted by the National Geodetic Survey in September 1994..
 AA2081
 AA2081.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2081.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2081
 AA2081.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2081
 AA2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2081
 AA2081.The ellipsoidal height was determined by GPS observations
 AA2081.and is referenced to NAD 83.
 AA2081
 AA2081.The geoid height was determined by GEOID03.
 AA2081
 AA2081;                    North         East     Units Scale Factor Converg.
 AA2081;SPC AL E     -   347,399.192   175,208.488   MT  0.99996757   -0 08 52.8
 AA2081;UTM  16      - 3,721,796.307   583,419.395   MT  0.99968579   +0 29 53.5
 AA2081
 AA2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2081!SPC AL E     -   0.99997947  x   0.99996757  =   0.99994704
 AA2081!UTM  16      -   0.99997947  x   0.99968579  =   0.99966526
 AA2081
 AA2081:                Primary Azimuth Mark                     Grid Az
 AA2081:SPC AL E     -  61 8                                     010 45 18.8
 AA2081:UTM  16      -  61 8                                     010 06 32.5
 AA2081
 AA2081|---------------------------------------------------------------------|
 AA2081| PID    Reference Object                     Distance      Geod. Az  |
 AA2081|                                                           dddmmss.s |
 AA2081| AA2082 61 8                                APPROX. 0.6 KM 0103626.0 |
 AA2081|---------------------------------------------------------------------|
 AA2081
 AA2081                          SUPERSEDED SURVEY CONTROL
 AA2081
 AA2081  ELLIP H (09/29/94)  130.86   (m)                       GP(       ) 3 2
 AA2081  NGVD 29 (09/29/94)  159.6    (m)          524.     (f) GPS OBS        
 AA2081
 AA2081.Superseded values are not recommended for survey control.
 AA2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2081.See file dsdata.txt to determine how the superseded data were derived.
 AA2081
 AA2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8341921796(NAD 83)
 AA2081_MARKER: DD = SURVEY DISK
 AA2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2081_SP_SET: CONCRETE POST
 AA2081_STAMPING: 61-7 1993
 AA2081_MARK LOGO: ALHD  
 AA2081_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2081+STABILITY: SURFACE MOTION
 AA2081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2081+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2081
 AA2081  HISTORY     - Date     Condition        Report By
 AA2081  HISTORY     - 1993     MONUMENTED       ALHD
 AA2081
 AA2081                          STATION DESCRIPTION
 AA2081
 AA2081'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2081'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE EAST RIGHT OF WAY OF
 AA2081'ALA 77 IN LINCOLN. TO REACH THE STATION FROM EXIT 168 ON I-20 (MILE
 AA2081'POST 75.55 ON ALA 77) IN LINCOLN, DRIVE NORTHEAST ON ALA 77 FOR 3.25
 AA2081'MI (5.23 KM) TO MILE POST 78.80 AND THE STATION ON THE RIGHT. THE
 AA2081'STATION IS 6.0 FT (1.8 M) NORTHWEST OF A HOG WIRE FENCE WITH ONE
 AA2081'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 11.0 FT (3.4 M) NORTH OF
 AA2081'AN ANGLE IN THE FENCE LINE, 17.6 FT (5.4 M) NORTH-NORTHEAST OF THE
 AA2081'EAST POST OF A LINCOLN BAPTIST CHURCH 2 MILES (3.2 KM) SIGN, 20.0 FT
 AA2081'(6.1 M) NORTHEAST OF THE WEST POST OF A LINCOLN BAPTIST CHURCH 2 MILES
 AA2081'(3.2 KM) SIGN, 53.5 FT (16.3 M) SOUTHEAST OF THE CENTERLINE OF
 AA2081'TALLADEGA COUNTY ROAD NO. 433, 60.1 FT (18.3 M) SOUTH-SOUTHWEST OF AN
 AA2081'ANGLE IN THE FENCE LINE, 65.0 FT (19.8 M) EAST OF THE CENTERLINE OF
 AA2081'ALA 77, 6.3 FT (1.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA2081'FLUSH WITH THE GROUND. STATION 61-8 1993 MAY BE USED AS AN AZIMUTH FOR
 AA2081'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2082 ***********************************************************************
 AA2082  DESIGNATION -  61 8
 AA2082  PID         -  AA2082
 AA2082  STATE/COUNTY-  AL/TALLADEGA
 AA2082  USGS QUAD   -  FRANCIS MILL (1972)
 AA2082
 AA2082                         *CURRENT SURVEY CONTROL
 AA2082  ___________________________________________________________________
 AA2082* NAD 83(1992)-  33 38 16.41105(N)    086 05 57.80825(W)     ADJUSTED  
 AA2082* NAVD 88     -       164.4    (meters)     539.     (feet)  VERTCON   
 AA2082  ___________________________________________________________________
 AA2082  X           -     361,606.975 (meters)                     COMP
 AA2082  Y           -  -5,303,412.015 (meters)                     COMP
 AA2082  Z           -   3,513,152.822 (meters)                     COMP
 AA2082  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AA2082  ELLIP HEIGHT-         135.50  (meters)          (07/29/02) GPS OBS
 AA2082  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AA2082
 AA2082  HORZ ORDER  -  FIRST
 AA2082  ELLP ORDER  -  FOURTH    CLASS I
 AA2082
 AA2082.The horizontal coordinates were established by GPS observations
 AA2082.and adjusted by the National Geodetic Survey in September 1994..
 AA2082
 AA2082.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2082.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2082
 AA2082.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2082
 AA2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2082
 AA2082.The ellipsoidal height was determined by GPS observations
 AA2082.and is referenced to NAD 83.
 AA2082
 AA2082.The geoid height was determined by GEOID03.
 AA2082
 AA2082;                    North         East     Units Scale Factor Converg.
 AA2082;SPC AL E     -   347,972.830   175,317.451   MT  0.99996751   -0 08 50.6
 AA2082;UTM  16      - 3,722,370.976   583,521.852   MT  0.99968600   +0 29 56.1
 AA2082
 AA2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2082!SPC AL E     -   0.99997873  x   0.99996751  =   0.99994624
 AA2082!UTM  16      -   0.99997873  x   0.99968600  =   0.99966473
 AA2082
 AA2082:                Primary Azimuth Mark                     Grid Az
 AA2082:SPC AL E     -  61 7                                     190 45 18.9
 AA2082:UTM  16      -  61 7                                     190 06 32.2
 AA2082
 AA2082|---------------------------------------------------------------------|
 AA2082| PID    Reference Object                     Distance      Geod. Az  |
 AA2082|                                                           dddmmss.s |
 AA2082| AA2081 61 7                                APPROX. 0.6 KM 1903628.3 |
 AA2082|---------------------------------------------------------------------|
 AA2082
 AA2082                          SUPERSEDED SURVEY CONTROL
 AA2082
 AA2082  ELLIP H (09/29/94)  135.57   (m)                       GP(       ) 3 2
 AA2082  NGVD 29 (09/29/94)  164.3    (m)          539.     (f) GPS OBS        
 AA2082
 AA2082.Superseded values are not recommended for survey control.
 AA2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2082.See file dsdata.txt to determine how the superseded data were derived.
 AA2082
 AA2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8352222371(NAD 83)
 AA2082_MARKER: DD = SURVEY DISK
 AA2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2082_SP_SET: CONCRETE POST
 AA2082_STAMPING: 61-8 1993
 AA2082_MARK LOGO: ALHD  
 AA2082_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2082+STABILITY: SURFACE MOTION
 AA2082_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2082+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2082
 AA2082  HISTORY     - Date     Condition        Report By
 AA2082  HISTORY     - 1993     MONUMENTED       ALHD
 AA2082
 AA2082                          STATION DESCRIPTION
 AA2082
 AA2082'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2082'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2082'ALA 77 IN LINCOLN. TO REACH THE STATION FROM EXIT 168 ON I-20 (MILE
 AA2082'POST 75.55 ON ALA 77) IN LINCOLN, DRIVE NORTHEAST ON ALA 77 FOR 3.60
 AA2082'MI (5.79 KM) TO MILE POST 79.15 AND THE STATION ON THE LEFT. THE
 AA2082'STATION IS 47.5 FT (14.5 M) WEST-NORTHWEST OF THE CENTERLINE OF ALA
 AA2082'77, 134.7 FT (41.1 M) SOUTH-SOUTHWEST OF A JUNCTION POWER POLE, 145.0
 AA2082'FT (44.2 M) SOUTH OF A POWER POLE WITH ONE GUY WIRE, 151.0 FT (46.0 M)
 AA2082'SOUTH-SOUTHWEST OF A STOP SIGN, 170.0 FT (51.8 M) SOUTH-SOUTHWEST OF
 AA2082'THE CENTER OF A PAVED COUNTY ROAD, 2.0 FT (0.6 M) EAST OF A CARSONITE
 AA2082'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 61-7 1993 MAY BE
 AA2082'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2083 ***********************************************************************
 AA2083  DESIGNATION -  61 9
 AA2083  PID         -  AA2083
 AA2083  STATE/COUNTY-  AL/TALLADEGA
 AA2083  USGS QUAD   -  SLEEPING GIANTS (1987)
 AA2083
 AA2083                         *CURRENT SURVEY CONTROL
 AA2083  ___________________________________________________________________
 AA2083* NAD 83(1992)-  33 28 41.49413(N)    086 13 49.95135(W)     ADJUSTED  
 AA2083* NAVD 88     -       179.3    (meters)     588.     (feet)  VERTCON   
 AA2083  ___________________________________________________________________
 AA2083  X           -     350,110.985 (meters)                     COMP
 AA2083  Y           -  -5,314,008.611 (meters)                     COMP
 AA2083  Z           -   3,498,400.046 (meters)                     COMP
 AA2083  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AA2083  ELLIP HEIGHT-         150.35  (meters)          (07/29/02) GPS OBS
 AA2083  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA2083
 AA2083  HORZ ORDER  -  FIRST
 AA2083  ELLP ORDER  -  FOURTH    CLASS I
 AA2083
 AA2083.The horizontal coordinates were established by GPS observations
 AA2083.and adjusted by the National Geodetic Survey in September 1994..
 AA2083
 AA2083.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2083.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2083
 AA2083.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2083
 AA2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2083
 AA2083.The ellipsoidal height was determined by GPS observations
 AA2083.and is referenced to NAD 83.
 AA2083
 AA2083.The geoid height was determined by GEOID03.
 AA2083
 AA2083;                    North         East     Units Scale Factor Converg.
 AA2083;SPC AL E     -   330,299.444   163,082.464   MT  0.99997680   -0 13 08.8
 AA2083;UTM  16      - 3,704,566.293   571,490.155   MT  0.99966301   +0 25 28.1
 AA2083
 AA2083!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2083!SPC AL E     -   0.99997640  x   0.99997680  =   0.99995320
 AA2083!UTM  16      -   0.99997640  x   0.99966301  =   0.99963941
 AA2083
 AA2083:                Primary Azimuth Mark                     Grid Az
 AA2083:SPC AL E     -  61 10                                    025 44 14.7
 AA2083:UTM  16      -  61 10                                    025 05 37.8
 AA2083
 AA2083|---------------------------------------------------------------------|
 AA2083| PID    Reference Object                     Distance      Geod. Az  |
 AA2083|                                                           dddmmss.s |
 AA2083| AA2084 61 10                               456.205 METERS 0253105.9 |
 AA2083|---------------------------------------------------------------------|
 AA2083
 AA2083                          SUPERSEDED SURVEY CONTROL
 AA2083
 AA2083  ELLIP H (09/29/94)  150.42   (m)                       GP(       ) 3 2
 AA2083  NGVD 29 (09/29/94)  179.3    (m)          588.     (f) GPS OBS        
 AA2083
 AA2083.Superseded values are not recommended for survey control.
 AA2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2083.See file dsdata.txt to determine how the superseded data were derived.
 AA2083
 AA2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7149004566(NAD 83)
 AA2083_MARKER: DD = SURVEY DISK
 AA2083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2083_SP_SET: CONCRETE POST
 AA2083_STAMPING: 61-9 1993
 AA2083_MARK LOGO: ALHD  
 AA2083_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2083+STABILITY: SURFACE MOTION
 AA2083_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2083+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2083
 AA2083  HISTORY     - Date     Condition        Report By
 AA2083  HISTORY     - 1993     MONUMENTED       ALHD
 AA2083
 AA2083                          STATION DESCRIPTION
 AA2083
 AA2083'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2083'THE STATION IS LOCATED IN TALLADEGA COUNTY ON THE WEST RIGHT OF WAY OF
 AA2083'TALLADEGA COUNTY ROAD NO. 207, ABOUT 8.05 MI (12.95 KM) NORTHWEST OF
 AA2083'TALLADEGA AND ABOUT 11.30 MI (18.19 KM) SOUTHWEST OF LINCOLN. TO REACH
 AA2083'THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 77 NORTH (MILE POST
 AA2083'64.10 ON ALA 77 AND MILE POST 232.40 ON ALA 21) IN TALLADEGA, DRIVE
 AA2083'NORTH ON ALA 77 FOR 3.35 MI (5.39 KM) TO MILE POST 67.45 AND ALA 34 ON
 AA2083'THE LEFT (MILE POST 13.05 ON ALA 34), TURN LEFT ON ALA 34 AND DRIVE
 AA2083'NORTHEAST AND EAST FOR 7.60 MI (12.23 KM) TO MILE POST 5.45 AND
 AA2083'TALLADEGA COUNTY ROAD NO. 207 LEFT AND RIGHT, TURN LEFT ON TALLADEGA
 AA2083'COUNTY ROAD NO. 207 AND DRIVE SOUTH FOR 2.70 MI (4.35 KM) TO THE
 AA2083'STATION ON THE RIGHT. THE STATION IS 5.1 FT (1.6 M) EAST-SOUTHEAST OF
 AA2083'A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON FOUR BY FOUR-INCH
 AA2083'WOOD POSTS, 37.7 FT (11.5 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AA2083'TALLADEGA COUNTY ROAD NO. 207, 112.7 FT (34.4 M) NORTH-NORTHEAST OF A
 AA2083'JUNCTION POWER POLE WITH THREE GUY WIRES, 153.0 FT (46.6 M)
 AA2083'SOUTH-SOUTHWEST OF A POWER POLE WITH ONE GUY WIRE, 5.0 FT (1.5 M)
 AA2083'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2083'STATION 61-10 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0887 ***********************************************************************
 EE0887  DESIGNATION -  615.4
 EE0887  PID         -  EE0887
 EE0887  STATE/COUNTY-  AL/JACKSON
 EE0887  USGS QUAD   -  HOLLYWOOD (1980)
 EE0887
 EE0887                         *CURRENT SURVEY CONTROL
 EE0887  ___________________________________________________________________
 EE0887* NAD 83(1986)-  34 38 37.     (N)    085 58 18.     (W)     SCALED    
 EE0887* NAVD 88     -       187.41   (+/-2cm)     614.9    (feet)  VERTCON   
 EE0887  ___________________________________________________________________
 EE0887  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE0887
 EE0887  VERT ORDER  -  ? (See Below)
 EE0887
 EE0887.The horizontal coordinates were scaled from a topographic map and have
 EE0887.an estimated accuracy of +/- 6 seconds.
 EE0887
 EE0887.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE0887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE0887.The vertical order pertains to the NGVD 29 superseded value.
 EE0887
 EE0887.The geoid height was determined by GEOID03.
 EE0887
 EE0887;                    North         East    Units  Estimated Accuracy
 EE0887;SPC AL E     -   459,510.      187,320.      MT  (+/- 180 meters Scaled)
 EE0887
 EE0887                          SUPERSEDED SURVEY CONTROL
 EE0887
 EE0887  NGVD 29 (??/??/92)  187.404  (m)          614.84   (f) ADJ UNCH    ?  
 EE0887
 EE0887.Superseded values are not recommended for survey control.
 EE0887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0887.See file dsdata.txt to determine how the superseded data were derived.
 EE0887
 EE0887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED942340(NAD 83)
 EE0887_MARKER: Q = CHISELED SQUARE
 EE0887_SETTING: 66 = SET IN ROCK OUTCROP
 EE0887_SP_SET: SET IN ROCK OUTCROP
 EE0887_MARK LOGO: NONE  
 EE0887_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0887+STABILITY: POSITION/ELEVATION WELL
 EE0887
 EE0887  HISTORY     - Date     Condition        Report By
 EE0887  HISTORY     - UNK      MONUMENTED       CGS
 EE0887  HISTORY     - 1950     GOOD             NGS
 EE0887  HISTORY     - 1963     MARK NOT FOUND   NGS
 EE0887  HISTORY     - 1983     POOR             NGS
 EE0887
 EE0887                          STATION DESCRIPTION
 EE0887
 EE0887'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 EE0887'3.4 MI SE FROM SCOTTSBORO.
 EE0887'ABOUT 3.4 MILES SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE JUNCTION
 EE0887'OF U.S. HIGHWAY 72 AT SCOTTSBORO, ABOUT 115 YARDS NORTHWEST OF
 EE0887'THE NORTHWEST END OF THE BRIDGE OVER THE TENNESSEE RIVER, AN
 EE0887'OUTLINED SQUARE IN THE TOP OF THE FIRST EXPOSED STONE NORTHWEST OF
 EE0887'THE SOUTHEAST END OF A CONCRETE AND STONE RETAINING WALL ALONG
 EE0887'NORTHEAST SIDE OF HIGHWAY, 15 FEET NORTHEAST OF THE CENTER LINE OF
 EE0887'THE HIGHWAY, 4 FEET NORTHWEST OF THE SOUTHEAST END OF THE RETAINING
 EE0887'WALL AND ABOUT 1 1/2 FEET ABOVE THE HIGHWAY.
 EE0887
 EE0887                          STATION RECOVERY (1963)
 EE0887
 EE0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EE0887'MARK NOT FOUND.
 EE0887
 EE0887                          STATION RECOVERY (1983)
 EE0887
 EE0887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0887'RECOVERED IN POOR CONDITION, NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0944 ***********************************************************************
 BU0944  DESIGNATION -  62
 BU0944  PID         -  BU0944
 BU0944  STATE/COUNTY-  AL/MONROE
 BU0944  USGS QUAD   -  SKINNERTON (1971)
 BU0944
 BU0944                         *CURRENT SURVEY CONTROL
 BU0944  ___________________________________________________________________
 BU0944* NAD 83(1992)-  31 43 06.28532(N)    087 03 04.39065(W)     ADJUSTED  
 BU0944* NAVD 88     -       171.474  (meters)     562.58   (feet)  ADJUSTED  
 BU0944  ___________________________________________________________________
 BU0944  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BU0944  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BU0944  DYNAMIC HT  -         171.265 (meters)     561.89  (feet)  COMP
 BU0944  MODELED GRAV-     979,417.4   (mgal)                       NAVD 88
 BU0944
 BU0944  HORZ ORDER  -  SECOND
 BU0944  VERT ORDER  -  SECOND    CLASS 0
 BU0944
 BU0944.The horizontal coordinates were established by classical geodetic methods
 BU0944.and adjusted by the National Geodetic Survey in December 1992..
 BU0944
 BU0944.The orthometric height was determined by differential leveling
 BU0944.and adjusted by the National Geodetic Survey in June 1991..
 BU0944.WARNING-Repeat measurements at this control monument indicate possible
 BU0944.vertical movement.
 BU0944
 BU0944.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0944
 BU0944.The geoid height was determined by GEOID03.
 BU0944
 BU0944.The dynamic height is computed by dividing the NAVD 88
 BU0944.geopotential number by the normal gravity value computed on the
 BU0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0944.degrees latitude (g = 980.6199 gals.).
 BU0944
 BU0944.The modeled gravity was interpolated from observed gravity values.
 BU0944
 BU0944;                    North         East     Units Scale Factor Converg.
 BU0944;SPC AL W     -   190,590.275   642,533.118   MT  0.99995564   +0 14 09.4
 BU0944;UTM  16      - 3,509,225.686   495,147.305   MT  0.99960029   -0 01 36.9
 BU0944
 BU0944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0944!SPC AL W     -   0.99997740  x   0.99995564  =   0.99993304
 BU0944!UTM  16      -   0.99997740  x   0.99960029  =   0.99957770
 BU0944
 BU0944|---------------------------------------------------------------------|
 BU0944| PID    Reference Object                     Distance      Geod. Az  |
 BU0944|                                                           dddmmss.s |
 BU0944| BU1106 MIDWAY RESET                        398.028 METERS 09220     |
 BU0944| BU1903 MIDWAY PT A                         380.667 METERS 20932     |
 BU0944|---------------------------------------------------------------------|
 BU0944
 BU0944                          SUPERSEDED SURVEY CONTROL
 BU0944
 BU0944  NAD 83(1986)-  31 43 06.29710(N)    087 03 04.39394(W) AD(       ) 2
 BU0944  NAD 27      -  31 43 05.73300(N)    087 03 04.45300(W) AD(       ) 2
 BU0944  NGVD 29 (??/??/92)  171.446  (m)          562.49   (f) ADJ UNCH    2 0
 BU0944
 BU0944.Superseded values are not recommended for survey control.
 BU0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0944.See file dsdata.txt to determine how the superseded data were derived.
 BU0944
 BU0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA9514709226(NAD 83)
 BU0944_MARKER: DD = SURVEY DISK
 BU0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0944_STAMPING: 62
 BU0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0944+STABILITY: SURFACE MOTION
 BU0944
 BU0944  HISTORY     - Date     Condition        Report By
 BU0944  HISTORY     - 1944     MONUMENTED       ALGS
 BU0944  HISTORY     - 1957     GOOD             CGS
 BU0944  HISTORY     - 1957     GOOD             NGS
 BU0944
 BU0944                          STATION DESCRIPTION
 BU0944
 BU0944'DESCRIBED BY ALABAMA GEODETIC SURVEY 1944 (FN)
 BU0944'STATION IS LOCATED IN THE SW ANGLE OF THE INTERSECTION OF STATE
 BU0944'HIGHWAYS 47 AND 83 IN THE VILLAGE OF MIDWAY.  IT IS AN ALABAMA
 BU0944'GEODETIC SURVEY BRONZE DISK SET IN A 6- BY 6-INCH CONCRETE
 BU0944'POST WHICH PROJECTS ABOUT 4 INCHES ABOVE THE GROUND.  IT IS
 BU0944'STAMPED 62.
 BU0944'
 BU0944'A CONNECTION WAS MADE TO TRIANGULATION STATION MIDWAY.  THE
 BU0944'COMPUTED DISTANCE IS 398.026 METERS (1305.86 FEET).  POINT A IS
 BU0944'AT 117 DEG 11 MIN 24.0 SEC FROM MIDWAY.
 BU0944
 BU0944                          STATION RECOVERY (1957)
 BU0944
 BU0944'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BU0944'THE STATION IS LOCATED IN THE SOUTHWEST ANGLE OF THE JUNCTION
 BU0944'OF STATE HIGHWAYS 47 AND 83 IN THE VILLAGE OF MIDWAY.  IT IS
 BU0944'58 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 47, 57 FEET WEST OF
 BU0944'THE CENTERLINE OF HIGHWAY 83, 4 FEET WEST OF A POWER POLE, 30
 BU0944'FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT UNDER
 BU0944'HIGHWAY 47, 18 FEET NORTHWEST OF THE NORTH END OF A CULVERT
 BU0944'UNDER THE DRIVEWAY LEADING TO AN ABANDONED STORE, 22 FEET
 BU0944'NORTHEAST OF THE NORTHEAST CORNER OF THE ABANDONED STORE AND
 BU0944'2 FEET SOUTHWEST OF A WITNESS POST.  IT IS AN ALABAMA
 BU0944'STATE SURVEY DISK, STAMPED 62, SET IN THE TOP OF A 10-INCH
 BU0944'SQUARE CONCRETE POST FLUSH WITH THE GROUND.
 BU0944'
 BU0944'NOTE- AT THE PRESENT DATE THE MARK IS OBSTRUCTED FROM
 BU0944'TRIANGULATION STATION MIDWAY 1895 1933 BY A HOUSE BUILT ON LINE.
 BU0944
 BU0944                          STATION RECOVERY (1957)
 BU0944
 BU0944'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 BU0944'IN MIDWAY.
 BU0944'LOCATED IN MIDWAY, IN THE SOUTHWEST ANGLE OF THE JUNCTION OF STATE
 BU0944'HIGHWAYS 47 AND 83, 58 FEET SOUTH OF THE CENTERLINE OF HIGHWAY 47, 57
 BU0944'FEET WEST OF THE CENTERLINE OF HIGHWAY 83, 4 FEET WEST OF A POWER
 BU0944'POLE, 30 FEET SOUTHEAST OF THE SOUTH END OF A CONCRETE CULVERT UNDER
 BU0944'HIGHWAY 47, 18 FEET NORTHWEST OF THE NORTH END OF A CULVERT UNDER THE
 BU0944'DRIVEWAY LEADING TO AN ABANDONED STORE, 22 FEET NORTHEAST OF THE
 BU0944'NORTHEAST CORNER OF THE ABANDONED STORE AND 2 FEET SOUTHWEST OF A
 BU0944'WITNESS POST.  IT IS AN ALABAMA STATE SURVEY DISK SET IN THE TOP OF A
 BU0944'10-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0750 ***********************************************************************
 EF0750  DESIGNATION -  62
 EF0750  PID         -  EF0750
 EF0750  STATE/COUNTY-  AL/LIMESTONE
 EF0750  USGS QUAD   -  HILLSBORO (1974)
 EF0750
 EF0750                         *CURRENT SURVEY CONTROL
 EF0750  ___________________________________________________________________
 EF0750* NAD 83(1986)-  34 44 43.     (N)    087 10 12.     (W)     SCALED    
 EF0750* NAVD 88     -       170.422  (meters)     559.13   (feet)  POSTED    
 EF0750  ___________________________________________________________________
 EF0750  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EF0750  DYNAMIC HT  -         170.260 (meters)     558.59  (feet)  COMP
 EF0750  MODELED GRAV-     979,690.7   (mgal)                       NAVD 88
 EF0750
 EF0750  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0750
 EF0750.The horizontal coordinates were scaled from a topographic map and have
 EF0750.an estimated accuracy of +/- 6 seconds.
 EF0750
 EF0750.The orthometric height was determined by differential leveling
 EF0750.and adjusted by the National Geodetic Survey in 1992..
 EF0750.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0750.rate of 0.0 thru 1.0 mm/km.
 EF0750
 EF0750.The geoid height was determined by GEOID03.
 EF0750
 EF0750.The dynamic height is computed by dividing the NAVD 88
 EF0750.geopotential number by the normal gravity value computed on the
 EF0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0750.degrees latitude (g = 980.6199 gals.).
 EF0750
 EF0750.The modeled gravity was interpolated from observed gravity values.
 EF0750
 EF0750;                    North         East    Units  Estimated Accuracy
 EF0750;SPC AL W     -   526,240.      630,220.      MT  (+/- 180 meters Scaled)
 EF0750
 EF0750                          SUPERSEDED SURVEY CONTROL
 EF0750
 EF0750  NGVD 29 (??/??/92)  170.374  (m)          558.97   (f) ADJ UNCH    1 2
 EF0750
 EF0750.Superseded values are not recommended for survey control.
 EF0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0750.See file dsdata.txt to determine how the superseded data were derived.
 EF0750
 EF0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD844448(NAD 83)
 EF0750_MARKER: DB = BENCH MARK DISK
 EF0750_SETTING: 66 = SET IN ROCK OUTCROP
 EF0750_SP_SET: ROCK BLUFF
 EF0750_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0750+STABILITY: POSITION/ELEVATION WELL
 EF0750
 EF0750  HISTORY     - Date     Condition        Report By
 EF0750  HISTORY     - UNK      MONUMENTED       USE
 EF0750  HISTORY     - 1933     GOOD             NGS
 EF0750  HISTORY     - 1950     GOOD             NGS
 EF0750
 EF0750                          STATION DESCRIPTION
 EF0750
 EF0750'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0750'13 MI NW FROM DECATUR.
 EF0750'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 173,
 EF0750'APPROXIMATELY 2 MILES DOWNSTREAM FROM HEAD OF BROWNS ISLAND.  ON NORTH
 EF0750'BANK OF SLOUGH 1000 FEET FROM RIVER.  AT UPPER END OF ROCK BLUFF AND
 EF0750'60 FEET DOWNSTREAM FROM FENCE AT UPPER END OF CULTIVATION. AT BASE OF
 EF0750'LIMESTONE BLUFF.
 EF0750
 EF0750                          STATION RECOVERY (1950)
 EF0750
 EF0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0750'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2416 ***********************************************************************
 CM2416  DESIGNATION -  62 1
 CM2416  PID         -  CM2416
 CM2416  STATE/COUNTY-  AL/TALLAPOOSA
 CM2416  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2416
 CM2416                         *CURRENT SURVEY CONTROL
 CM2416  ___________________________________________________________________
 CM2416* NAD 83(1992)-  32 54 23.94494(N)    085 54 06.53190(W)     ADJUSTED  
 CM2416* NAVD 88     -       208.3    (meters)     683.     (feet)  VERTCON   
 CM2416  ___________________________________________________________________
 CM2416  X           -     383,075.335 (meters)                     COMP
 CM2416  Y           -  -5,346,550.660 (meters)                     COMP
 CM2416  Z           -   3,445,368.862 (meters)                     COMP
 CM2416  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CM2416  ELLIP HEIGHT-         179.13  (meters)          (07/29/02) GPS OBS
 CM2416  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CM2416
 CM2416  HORZ ORDER  -  FIRST
 CM2416  ELLP ORDER  -  FOURTH    CLASS I
 CM2416
 CM2416.The horizontal coordinates were established by GPS observations
 CM2416.and adjusted by the National Geodetic Survey in December 1992..
 CM2416
 CM2416.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2416.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2416
 CM2416.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2416
 CM2416.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2416
 CM2416.The ellipsoidal height was determined by GPS observations
 CM2416.and is referenced to NAD 83.
 CM2416
 CM2416.The geoid height was determined by GEOID03.
 CM2416
 CM2416;                    North         East     Units Scale Factor Converg.
 CM2416;SPC AL E     -   266,845.015   193,593.747   MT  0.99996051   -0 02 13.9
 CM2416;UTM  16      - 3,641,473.116   602,698.413   MT  0.99973004   +0 35 48.0
 CM2416
 CM2416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2416!SPC AL E     -   0.99997188  x   0.99996051  =   0.99993239
 CM2416!UTM  16      -   0.99997188  x   0.99973004  =   0.99970192
 CM2416
 CM2416:                Primary Azimuth Mark                     Grid Az
 CM2416:SPC AL E     -  62 2                                     121 28 29.9
 CM2416:UTM  16      -  62 2                                     120 50 28.0
 CM2416
 CM2416|---------------------------------------------------------------------|
 CM2416| PID    Reference Object                     Distance      Geod. Az  |
 CM2416|                                                           dddmmss.s |
 CM2416| CM2417 62 2                                APPROX. 0.5 KM 1212616.0 |
 CM2416|---------------------------------------------------------------------|
 CM2416
 CM2416                          SUPERSEDED SURVEY CONTROL
 CM2416
 CM2416  ELLIP H (12/04/92)  179.18   (m)                       GP(       ) 4 1
 CM2416  NAD 83(1986)-  32 54 23.95081(N)    085 54 06.53321(W) AD(       ) 1
 CM2416  NGVD 29 (12/04/92)  208.3    (m)          683.     (f) GPS OBS        
 CM2416
 CM2416.Superseded values are not recommended for survey control.
 CM2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2416.See file dsdata.txt to determine how the superseded data were derived.
 CM2416
 CM2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0269841473(NAD 83)
 CM2416_MARKER: DD = SURVEY DISK
 CM2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2416_SP_SET: CONCRETE POST
 CM2416_STAMPING: 62-1 1991
 CM2416_MARK LOGO: ALHD  
 CM2416_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2416+STABILITY: SURFACE MOTION
 CM2416_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2416+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2416
 CM2416  HISTORY     - Date     Condition        Report By
 CM2416  HISTORY     - 1991     MONUMENTED       ALHD
 CM2416
 CM2416                          STATION DESCRIPTION
 CM2416
 CM2416'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2416'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTH RIGHT OF WAY
 CM2416'OF U.S. 280, ABOUT 4.05 MI (6.52 KM) SOUTHEAST OF ALEXANDER CITY AND
 CM2416'ABOUT 9.15 MI (14.73 KM) NORTHWEST OF DADEVILLE.
 CM2416'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280, ALA 22 EAST, AND
 CM2416'ALA 63 (MILE POST 68.45 ON U.S. 280) IN ALEXANDER CITY, DRIVE
 CM2416'SOUTHEAST ON U.S. 280 FOR 3.10 MI (4.99 KM) TO MILE POST 71.55 AND
 CM2416'THE STATION ON THE LEFT.
 CM2416'THE STATION IS 6.0 FT (1.8 M) NORTH-NORTHEAST OF THE CREST OF A 15.0
 CM2416'FT (4.6 M) BACKSLOPE, 74.1 FT (22.6 M) SOUTH-SOUTHWEST OF AN 18-INCH
 CM2416'STEEL SUPPORT POST OF A LIGHTED BILL BOARD, 108.0 FT (32.9 M)
 CM2416'NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF U.S. 280,
 CM2416'1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CM2416'THE GROUND.
 CM2416'STATION 62-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2422 ***********************************************************************
 CM2422  DESIGNATION -  62 10
 CM2422  PID         -  CM2422
 CM2422  STATE/COUNTY-  AL/TALLAPOOSA
 CM2422  USGS QUAD   -  CAMP HILL (1971)
 CM2422
 CM2422                         *CURRENT SURVEY CONTROL
 CM2422  ___________________________________________________________________
 CM2422* NAD 83(1992)-  32 48 35.79799(N)    085 42 16.36297(W)     ADJUSTED  
 CM2422* NAVD 88     -       220.4    (meters)     723.     (feet)  VERTCON   
 CM2422  ___________________________________________________________________
 CM2422  X           -     401,917.806 (meters)                     COMP
 CM2422  Y           -  -5,351,013.139 (meters)                     COMP
 CM2422  Z           -   3,436,366.041 (meters)                     COMP
 CM2422  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 CM2422  ELLIP HEIGHT-         191.37  (meters)          (07/29/02) GPS OBS
 CM2422  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CM2422
 CM2422  HORZ ORDER  -  FIRST
 CM2422  ELLP ORDER  -  FOURTH    CLASS I
 CM2422
 CM2422.The horizontal coordinates were established by GPS observations
 CM2422.and adjusted by the National Geodetic Survey in December 1992..
 CM2422
 CM2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2422
 CM2422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2422
 CM2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2422
 CM2422.The ellipsoidal height was determined by GPS observations
 CM2422.and is referenced to NAD 83.
 CM2422
 CM2422.The geoid height was determined by GEOID03.
 CM2422
 CM2422;                    North         East     Units Scale Factor Converg.
 CM2422;SPC AL E     -   256,125.661   212,060.918   MT  0.99996179   +0 04 11.2
 CM2422;UTM  16      - 3,630,960.616   621,279.073   MT  0.99978136   +0 42 07.3
 CM2422
 CM2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2422!SPC AL E     -   0.99996995  x   0.99996179  =   0.99993175
 CM2422!UTM  16      -   0.99996995  x   0.99978136  =   0.99975132
 CM2422
 CM2422                          SUPERSEDED SURVEY CONTROL
 CM2422
 CM2422  ELLIP H (12/04/92)  191.41   (m)                       GP(       ) 4 1
 CM2422  NAD 83(1986)-  32 48 35.80420(N)    085 42 16.36350(W) AD(       ) 1
 CM2422  NGVD 29 (12/04/92)  220.4    (m)          723.     (f) GPS OBS        
 CM2422
 CM2422.Superseded values are not recommended for survey control.
 CM2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2422.See file dsdata.txt to determine how the superseded data were derived.
 CM2422
 CM2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2127930961(NAD 83)
 CM2422_MARKER: DD = SURVEY DISK
 CM2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2422_SP_SET: CONCRETE POST
 CM2422_STAMPING: 62-10 1991
 CM2422_MARK LOGO: ALHD  
 CM2422_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2422+STABILITY: SURFACE MOTION
 CM2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2422+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2422
 CM2422  HISTORY     - Date     Condition        Report By
 CM2422  HISTORY     - 1991     MONUMENTED       ALHD
 CM2422
 CM2422                          STATION DESCRIPTION
 CM2422
 CM2422'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2422'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTHWEST RIGHT OF
 CM2422'WAY OF U. S. 280, ABOUT 3.75 MI (6.03 KM) SOUTHEAST OF DADEVILLE AND
 CM2422'ABOUT 3.00 MI (4.83 KM) WEST-NORTHWEST OF CAMP HILL.
 CM2422'TO REACH THE STATION FROM THE JUNCTION OF U. S. 280 AND ALA 50 EAST
 CM2422'(MILE POST 97.10 ON U. S. 280) IN CAMP HILL, DRIVE NORTHWEST ON U. S.
 CM2422'280 FOR 2.50 MI (4.02 KM) TO MILE POST 94.60 AND THE STATION ON THE
 CM2422'LEFT.
 CM2422'THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A CROSS TIE FENCE POST IN A
 CM2422'FOUR STRAND BARBED WIRE FENCE, 57.5 FT (17.5 M) SOUTHWEST OF THE
 CM2422'CENTERLINE OF U. S. 280, 169.0 FT (51.5 M) SOUTHEAST OF A TRANSFORMER
 CM2422'POWER POLE, 2.8 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND
 CM2422'SET FLUSH WITH THE GROUND.
 CM2422'TRIANGULATION STATION DADE 1930 MAY BE USED AS AN AZIMUTH FOR THIS
 CM2422'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2423 ***********************************************************************
 CM2423  DESIGNATION -  62 11
 CM2423  PID         -  CM2423
 CM2423  STATE/COUNTY-  AL/TALLAPOOSA
 CM2423  USGS QUAD   -  WAVERLY (1971)
 CM2423
 CM2423                         *CURRENT SURVEY CONTROL
 CM2423  ___________________________________________________________________
 CM2423* NAD 83(1992)-  32 43 57.45951(N)    085 36 02.89529(W)     ADJUSTED  
 CM2423* NAVD 88     -       230.7    (meters)     757.     (feet)  VERTCON   
 CM2423  ___________________________________________________________________
 CM2423  X           -     411,962.494 (meters)                     COMP
 CM2423  Y           -  -5,354,913.071 (meters)                     COMP
 CM2423  Z           -   3,429,161.781 (meters)                     COMP
 CM2423  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CM2423  ELLIP HEIGHT-         201.80  (meters)          (07/29/02) GPS OBS
 CM2423  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CM2423
 CM2423  HORZ ORDER  -  FIRST
 CM2423  ELLP ORDER  -  FOURTH    CLASS I
 CM2423
 CM2423.The horizontal coordinates were established by GPS observations
 CM2423.and adjusted by the National Geodetic Survey in December 1992..
 CM2423
 CM2423.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2423.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2423
 CM2423.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2423
 CM2423.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2423
 CM2423.The ellipsoidal height was determined by GPS observations
 CM2423.and is referenced to NAD 83.
 CM2423
 CM2423.The geoid height was determined by GEOID03.
 CM2423
 CM2423;                    North         East     Units Scale Factor Converg.
 CM2423;SPC AL E     -   247,568.171   221,795.050   MT  0.99996586   +0 07 32.6
 CM2423;UTM  16      - 3,622,512.360   631,105.302   MT  0.99981195   +0 45 24.0
 CM2423
 CM2423!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2423!SPC AL E     -   0.99996832  x   0.99996586  =   0.99993418
 CM2423!UTM  16      -   0.99996832  x   0.99981195  =   0.99978027
 CM2423
 CM2423:                Primary Azimuth Mark                     Grid Az
 CM2423:SPC AL E     -  62 12                                    089 44 53.0
 CM2423:UTM  16      -  62 12                                    089 07 01.6
 CM2423
 CM2423|---------------------------------------------------------------------|
 CM2423| PID    Reference Object                     Distance      Geod. Az  |
 CM2423|                                                           dddmmss.s |
 CM2423| CM2424 62 12                               480.602 METERS 0895225.6 |
 CM2423|---------------------------------------------------------------------|
 CM2423
 CM2423                          SUPERSEDED SURVEY CONTROL
 CM2423
 CM2423  ELLIP H (12/04/92)  201.84   (m)                       GP(       ) 4 1
 CM2423  NAD 83(1986)-  32 43 57.46650(N)    085 36 02.89450(W) AD(       ) 1
 CM2423  NGVD 29 (12/04/92)  230.7    (m)          757.     (f) GPS OBS        
 CM2423
 CM2423.Superseded values are not recommended for survey control.
 CM2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2423.See file dsdata.txt to determine how the superseded data were derived.
 CM2423
 CM2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3110522512(NAD 83)
 CM2423_MARKER: DD = SURVEY DISK
 CM2423_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2423_SP_SET: CONCRETE POST
 CM2423_STAMPING: 62-11 1991
 CM2423_MARK LOGO: ALHD  
 CM2423_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2423_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2423+STABILITY: SURFACE MOTION
 CM2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2423+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2423
 CM2423  HISTORY     - Date     Condition        Report By
 CM2423  HISTORY     - 1991     MONUMENTED       ALHD
 CM2423
 CM2423                          STATION DESCRIPTION
 CM2423
 CM2423'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2423'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTH RIGHT OF WAY
 CM2423'OF TALLAPOOSA COUNTY ROAD NO. 9, ABOUT 1.00 MI (1.61 KM) WEST OF
 CM2423'WAVERLY AND ABOUT 5.60 MI (9.01 KM) SOUTHEAST OF CAMP HILL.
 CM2423'TO REACH THE STATION FROM THE JUNCTION OF U. S. 280 AND ALA 50 WEST
 CM2423'(MILE POST 97.55 ON U. S. 280) IN CAMP HILL, DRIVE SOUTHEAST ON U. S.
 CM2423'280 FOR 6.25 MI (10.06 KM) TO MILE POST 103.80 AND AN INTERSECTION OF
 CM2423'TWO COUNTY ROADS ON THE RIGHT, LEE COUNTY ROAD NO. 188 SOUTH AND
 CM2423'CHAMBERS COUNTY ROAD NO. 9 WEST, TURN SHARP RIGHT ON CHAMBERS COUNTY
 CM2423'ROAD NO. 9 AND DRIVE WEST FOR 1.00 MI (1.61 KM) , CROSSING THE
 CM2423'CHAMBERS-TALLAPOOSA COUNTY LINE, TO THE STATION ON THE RIGHT.
 CM2423'THE STATION IS 5.2 FT (1.6 M) SOUTH OF AN UNPAINTED BOARD FENCE, 26.0
 CM2423'FT (7.9 M) NORTH OF THE CENTER OF TALLAPOOSA COUNTY ROAD NO. 9, 41.2
 CM2423'FT (12.6 M) EAST OF THE WEST END OF THE BOARD FENCE, 52.1 FT
 CM2423'(15.9 M) WEST-SOUTHWEST OF THE SOUTHEAST CORNER OF THE BOARD FENCE,
 CM2423'54.1 FT (16.5 M) WEST OF WEST END OF A FIFTEEN-INCH CONCRETE PIPE
 CM2423'UNDER A GRAVEL DRIVEWAY, 55.1 FT (16.8 M) WEST-SOUTHWEST OF A
 CM2423'TELEPHONE SERVICE POLE, 5.2 FT (1.6 M) SOUTH OF A CARSONITE WITNESS
 CM2423'POST, AND SET FLUSH WITH THE GROUND.
 CM2423'STATION 62-12 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2424 ***********************************************************************
 CM2424  DESIGNATION -  62 12
 CM2424  PID         -  CM2424
 CM2424  STATE/COUNTY-  AL/TALLAPOOSA
 CM2424  USGS QUAD   -  WAVERLY (1971)
 CM2424
 CM2424                         *CURRENT SURVEY CONTROL
 CM2424  ___________________________________________________________________
 CM2424* NAD 83(1992)-  32 43 57.49350(N)    085 35 44.43706(W)     ADJUSTED  
 CM2424* NAVD 88     -       236.3    (meters)     775.     (feet)  VERTCON   
 CM2424  ___________________________________________________________________
 CM2424  X           -     412,442.011 (meters)                     COMP
 CM2424  Y           -  -5,354,880.308 (meters)                     COMP
 CM2424  Z           -   3,429,165.684 (meters)                     COMP
 CM2424  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CM2424  ELLIP HEIGHT-         207.39  (meters)          (07/29/02) GPS OBS
 CM2424  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CM2424
 CM2424  HORZ ORDER  -  FIRST
 CM2424  ELLP ORDER  -  FOURTH    CLASS I
 CM2424
 CM2424.The horizontal coordinates were established by GPS observations
 CM2424.and adjusted by the National Geodetic Survey in December 1992..
 CM2424
 CM2424.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2424.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2424
 CM2424.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2424
 CM2424.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2424
 CM2424.The ellipsoidal height was determined by GPS observations
 CM2424.and is referenced to NAD 83.
 CM2424
 CM2424.The geoid height was determined by GEOID03.
 CM2424
 CM2424;                    North         East     Units Scale Factor Converg.
 CM2424;SPC AL E     -   247,570.284   222,275.632   MT  0.99996612   +0 07 42.6
 CM2424;UTM  16      - 3,622,519.764   631,585.757   MT  0.99981350   +0 45 34.0
 CM2424
 CM2424!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2424!SPC AL E     -   0.99996744  x   0.99996612  =   0.99993356
 CM2424!UTM  16      -   0.99996744  x   0.99981350  =   0.99978095
 CM2424
 CM2424:                Primary Azimuth Mark                     Grid Az
 CM2424:SPC AL E     -  62 11                                    269 44 53.0
 CM2424:UTM  16      -  62 11                                    269 07 01.6
 CM2424
 CM2424|---------------------------------------------------------------------|
 CM2424| PID    Reference Object                     Distance      Geod. Az  |
 CM2424|                                                           dddmmss.s |
 CM2424| CM2423 62 11                               480.602 METERS 2695235.6 |
 CM2424|---------------------------------------------------------------------|
 CM2424
 CM2424                          SUPERSEDED SURVEY CONTROL
 CM2424
 CM2424  ELLIP H (12/04/92)  207.43   (m)                       GP(       ) 4 1
 CM2424  NAD 83(1986)-  32 43 57.50049(N)    085 35 44.43623(W) AD(       ) 1
 CM2424  NGVD 29 (12/04/92)  236.2    (m)          775.     (f) GPS OBS        
 CM2424
 CM2424.Superseded values are not recommended for survey control.
 CM2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2424.See file dsdata.txt to determine how the superseded data were derived.
 CM2424
 CM2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3158622520(NAD 83)
 CM2424_MARKER: DD = SURVEY DISK
 CM2424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2424_SP_SET: CONCRETE POST
 CM2424_STAMPING: 62-12 1991
 CM2424_MARK LOGO: ALHD  
 CM2424_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2424+STABILITY: SURFACE MOTION
 CM2424_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2424+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2424
 CM2424  HISTORY     - Date     Condition        Report By
 CM2424  HISTORY     - 1991     MONUMENTED       ALHD
 CM2424
 CM2424                          STATION DESCRIPTION
 CM2424
 CM2424'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2424'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 CM2424'OF TALLAPOOSA COUNTY ROAD NO. 9, ABOUT 0.70 MI (1.13 KM) WEST OF
 CM2424'WAVERLY AND ABOUT 5.80 MI (9.33 KM) SOUTHEAST OF CAMP HILL.
 CM2424'TO REACH THE STATION FROM THE JUNCTION OF U. S. 280 AND ALA 50 WEST
 CM2424'(MILE POST 97.55 ON U. S. 280) IN CAMP HILL, DRIVE SOUTHEAST ON U. S.
 CM2424'280 FOR 6.25 MI (10.06 KM) TO MILE POST 103.80 AND AN INTERSECTION OF
 CM2424'TWO COUNTY ROADS ON THE RIGHT, LEE COUNTY ROAD NO. 188 SOUTH AND
 CM2424'CHAMBERS COUNTY ROAD NO. 9 WEST, TURN SHARP RIGHT ON CHAMBERS COUNTY
 CM2424'ROAD NO. 9 AND DRIVE WEST FOR 0.70 MI (1.13 KM) , CROSSING THE
 CM2424'CHAMBERS-TALLAPOOSA COUNTY LINE, TO THE STATION ON THE LEFT.
 CM2424'THE STATION IS 9.2 FT (2.8 M) SOUTHEAST OF THE EAST END OF A
 CM2424'FIFTEEN-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 23.0 FT (7.0 M)
 CM2424'EAST-SOUTHEAST OF THE CENTER OF THE EAST GRAVEL DRIVEWAY, 28.0 FT
 CM2424'(8.5 M) SOUTH OF THE CENTER OF TALLAPOOSA COUNTY ROAD NO. 9, 92.7 FT
 CM2424'(28.3 M) EAST-NORTHEAST OF AN OLD BLACK TELEPHONE CABLE PEDESTAL,
 CM2424'98.8 FT (30.1 M) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. R O
 CM2424'3, 98.8 FT (30.1 M) EAST-NORTHEAST OF A JUNCTION POWER POLE, 99.1 FT
 CM2424'(30.2 M) NORTHEAST OF THE NORTHEAST CORNER OF A GREEN CONCRETE BLOCK
 CM2424'STORE BUILDING, 1.8 FT (0.5 M) NORTH-NORTHEAST OF A CARSONITE WITNESS
 CM2424'POST, AND SET FLUSH WITH THE GROUND.
 CM2424'STATION 62 11 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2424'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 CM2424'MRS. HAROLD NEWMAN
 CM2424'P. O. BOX 7
 CM2424'WAVERLY, ALABAMA 36879
 CM2424'PHONE 205-887-9274 BUS. OR 205-887-9438 HOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2425 ***********************************************************************
 CM2425  DESIGNATION -  62 13
 CM2425  PID         -  CM2425
 CM2425  STATE/COUNTY-  AL/TALLAPOOSA
 CM2425  USGS QUAD   -  JACKSONS GAP (1971)
 CM2425
 CM2425                         *CURRENT SURVEY CONTROL
 CM2425  ___________________________________________________________________
 CM2425* NAD 83(1992)-  32 52 48.69839(N)    085 48 20.97728(W)     ADJUSTED  
 CM2425* NAVD 88     -       166.0    (meters)     545.     (feet)  VERTCON   
 CM2425  ___________________________________________________________________
 CM2425  X           -     392,145.799 (meters)                     COMP
 CM2425  Y           -  -5,347,455.270 (meters)                     COMP
 CM2425  Z           -   3,442,882.063 (meters)                     COMP
 CM2425  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 CM2425  ELLIP HEIGHT-         136.87  (meters)          (07/29/02) GPS OBS
 CM2425  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CM2425
 CM2425  HORZ ORDER  -  FIRST
 CM2425  ELLP ORDER  -  FOURTH    CLASS I
 CM2425
 CM2425.The horizontal coordinates were established by GPS observations
 CM2425.and adjusted by the National Geodetic Survey in December 1992..
 CM2425
 CM2425.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2425.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2425
 CM2425.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2425
 CM2425.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2425
 CM2425.The ellipsoidal height was determined by GPS observations
 CM2425.and is referenced to NAD 83.
 CM2425
 CM2425.The geoid height was determined by GEOID03.
 CM2425
 CM2425;                    North         East     Units Scale Factor Converg.
 CM2425;SPC AL E     -   263,909.197   202,573.919   MT  0.99996008   +0 00 53.8
 CM2425;UTM  16      - 3,638,637.409   611,708.534   MT  0.99975387   +0 38 54.1
 CM2425
 CM2425!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2425!SPC AL E     -   0.99997851  x   0.99996008  =   0.99993859
 CM2425!UTM  16      -   0.99997851  x   0.99975387  =   0.99973239
 CM2425
 CM2425:                Primary Azimuth Mark                     Grid Az
 CM2425:SPC AL E     -  62 14                                    350 19 24.8
 CM2425:UTM  16      -  62 14                                    349 41 24.5
 CM2425
 CM2425|---------------------------------------------------------------------|
 CM2425| PID    Reference Object                     Distance      Geod. Az  |
 CM2425|                                                           dddmmss.s |
 CM2425| CM2426 62 14                               461.514 METERS 3502018.6 |
 CM2425|---------------------------------------------------------------------|
 CM2425
 CM2425                          SUPERSEDED SURVEY CONTROL
 CM2425
 CM2425  ELLIP H (12/04/92)  136.92   (m)                       GP(       ) 4 1
 CM2425  NAD 83(1986)-  32 52 48.70433(N)    085 48 20.97840(W) AD(       ) 1
 CM2425  NGVD 29 (12/04/92)  166.0    (m)          545.     (f) GPS OBS        
 CM2425
 CM2425.Superseded values are not recommended for survey control.
 CM2425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2425.See file dsdata.txt to determine how the superseded data were derived.
 CM2425
 CM2425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1170938637(NAD 83)
 CM2425_MARKER: DD = SURVEY DISK
 CM2425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2425_SP_SET: CONCRETE POST
 CM2425_STAMPING: 62-13 1991
 CM2425_MARK LOGO: ALHD  
 CM2425_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2425+STABILITY: SURFACE MOTION
 CM2425_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2425+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2425
 CM2425  HISTORY     - Date     Condition        Report By
 CM2425  HISTORY     - 1991     MONUMENTED       ALHD
 CM2425
 CM2425                          STATION DESCRIPTION
 CM2425
 CM2425'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2425'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE EAST RIGHT OF WAY
 CM2425'OF MAIN STREET (TALLAPOOSA COUNTY ROAD NO. 57) IN JACKSONS GAP.
 CM2425'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 49 NORTH
 CM2425'(MILE POST 89.05 ON U.S. 280) IN DADEVILLE, DRIVE NORTHWEST ON U.S.
 CM2425'280 FOR 2.15 MI (3.46 KM) TO MILE POST 86.90 AND MAIN STREET
 CM2425'(TALLAPOOSA COUNTY ROAD NO. 57) ON THE RIGHT, TURN RIGHT ON MAIN
 CM2425'STREET (TALLAPOOSA COUNTY ROAD NO. 57) AND DRIVE NORTH 0.30 MI
 CM2425'(0.48 KM) TO A RAILROAD UNDERPASS, CONTINUE NORTH 0.50 MI (0.80 KM)
 CM2425'TO THE STATION ON THE RIGHT.
 CM2425'THE STATION IS 3.5 FT (1.1 M) WEST-SOUTHWEST OF THE END OF A BOARD
 CM2425'FENCE AT A HOUSE, 34.0 FT (10.4 M) EAST-NORTHEAST OF THE CENTER OF
 CM2425'MAIN STREET (TALLAPOOSA COUNTY ROAD NO. 57), 55.3 FT (16.9 M)
 CM2425'WEST-NORTHWEST OF THE NORTHWEST CORNER OF A TAN WITH BROWN TRIM FRAME
 CM2425'HOUSE, 58.4 FT (17.8 M) EAST OF TELEPHONE CABLE PEDESTAL NO. P 8,
 CM2425'58.7 FT (17.9 M) EAST OF TELEPHONE CABLE PEDESTAL NO. S 5N 1E, 59.0
 CM2425'FT (18.0 M) EAST OF A TELEPHONE SERVICE POLE, 63.0 FT (19.2 M) WEST
 CM2425'OF THE CENTER OF A DUG WELL, 3.2 FT (1.0 M) WEST OF A CARSONITE
 CM2425'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2425'STATION 62-14 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2426 ***********************************************************************
 CM2426  DESIGNATION -  62 14
 CM2426  PID         -  CM2426
 CM2426  STATE/COUNTY-  AL/TALLAPOOSA
 CM2426  USGS QUAD   -  JACKSONS GAP (1971)
 CM2426
 CM2426                         *CURRENT SURVEY CONTROL
 CM2426  ___________________________________________________________________
 CM2426* NAD 83(1992)-  32 53 03.46710(N)    085 48 23.95710(W)     ADJUSTED  
 CM2426* NAVD 88     -       182.4    (meters)     598.     (feet)  VERTCON   
 CM2426  ___________________________________________________________________
 CM2426  X           -     392,051.490 (meters)                     COMP
 CM2426  Y           -  -5,347,228.300 (meters)                     COMP
 CM2426  Z           -   3,443,273.041 (meters)                     COMP
 CM2426  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CM2426  ELLIP HEIGHT-         153.25  (meters)          (07/29/02) GPS OBS
 CM2426  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CM2426
 CM2426  HORZ ORDER  -  FIRST
 CM2426  ELLP ORDER  -  FOURTH    CLASS I
 CM2426
 CM2426.The horizontal coordinates were established by GPS observations
 CM2426.and adjusted by the National Geodetic Survey in December 1992..
 CM2426
 CM2426.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2426.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2426
 CM2426.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2426
 CM2426.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2426
 CM2426.The ellipsoidal height was determined by GPS observations
 CM2426.and is referenced to NAD 83.
 CM2426
 CM2426.The geoid height was determined by GEOID03.
 CM2426
 CM2426;                    North         East     Units Scale Factor Converg.
 CM2426;SPC AL E     -   264,364.127   202,496.349   MT  0.99996008   +0 00 52.1
 CM2426;UTM  16      - 3,639,091.360   611,625.956   MT  0.99975364   +0 38 52.8
 CM2426
 CM2426!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2426!SPC AL E     -   0.99997594  x   0.99996008  =   0.99993602
 CM2426!UTM  16      -   0.99997594  x   0.99975364  =   0.99972959
 CM2426
 CM2426:                Primary Azimuth Mark                     Grid Az
 CM2426:SPC AL E     -  62 13                                    170 19 24.9
 CM2426:UTM  16      -  62 13                                    169 41 24.2
 CM2426
 CM2426|---------------------------------------------------------------------|
 CM2426| PID    Reference Object                     Distance      Geod. Az  |
 CM2426|                                                           dddmmss.s |
 CM2426| CM2425 62 13                               461.514 METERS 1702017.0 |
 CM2426|---------------------------------------------------------------------|
 CM2426
 CM2426                          SUPERSEDED SURVEY CONTROL
 CM2426
 CM2426  ELLIP H (12/04/92)  153.29   (m)                       GP(       ) 4 1
 CM2426  NAD 83(1986)-  32 53 03.47304(N)    085 48 23.95822(W) AD(       ) 1
 CM2426  NGVD 29 (12/04/92)  182.4    (m)          598.     (f) GPS OBS        
 CM2426
 CM2426.Superseded values are not recommended for survey control.
 CM2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2426.See file dsdata.txt to determine how the superseded data were derived.
 CM2426
 CM2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1162639091(NAD 83)
 CM2426_MARKER: DD = SURVEY DISK
 CM2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2426_SP_SET: CONCRETE POST
 CM2426_STAMPING: 62-14 1991
 CM2426_MARK LOGO: ALHD  
 CM2426_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2426+STABILITY: SURFACE MOTION
 CM2426_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2426+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2426
 CM2426  HISTORY     - Date     Condition        Report By
 CM2426  HISTORY     - 1991     MONUMENTED       ALHD
 CM2426
 CM2426                          STATION DESCRIPTION
 CM2426
 CM2426'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2426'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE EAST RIGHT OF WAY
 CM2426'OF MAIN STREET (TALLAPOOSA COUNTY ROAD NO. 57) IN JACKSONS GAP.
 CM2426'TO REACH THE STATION FROM THE JUNCTION OF U. S. 280 AND ALA 49 NORTH
 CM2426'(MILE POST 89.05 ON U. S. 280) IN DADEVILLE, DRIVE NORTHWEST ON U. S.
 CM2426'280 FOR 2.15 MI (3.46 KM) TO MILE POST 86.90 AND MAIN STREET
 CM2426'(TALLAPOOSA COUNTY ROAD NO. 57) ON THE RIGHT, TURN RIGHT ON MAIN
 CM2426'STREET (TALLAPOOSA COUNTY ROAD NO. 57) AND DRIVE NORTH 0.30 MI
 CM2426'(0.48 KM) TO A RAILROAD UNDERPASS, CONTINUE NORTH 0.80 MI (1.29 KM)
 CM2426'TO MONOY DRIVE AND THE STATION ON THE RIGHT.
 CM2426'THE STATION IS 2.8 FT (0.9 M) SOUTHWEST OF A HOG WIRE FENCE WITH ONE
 CM2426'STRAND OF BARBED WIRE ON WOOD POSTS, 11.1 FT (3.4 M) WEST OF AN ANGLE
 CM2426'FENCE CORNER, 45.0 FT (13.7 M) NORTHWEST OF THE CENTER OF MONOY DRIVE
 CM2426'(TALLAPOOSA COUNTY ROAD NO. 44), 75.2 FT (22.9 M) NORTHEAST OF A
 CM2426'STREET LIGHT POLE, 76.5 FT (23.3 M) NORTHEAST OF A STOP AND STREET
 CM2426'SIGN POST, 90.0 FT (27.4 M) EAST-SOUTHEAST OF A JUNCTION POWER POLE
 CM2426'AT AN ANGLE FENCE CORNER, 100.0 FT (30.5 M) NORTHEAST OF THE CENTER
 CM2426'OF MAIN STREET (TALLAPOOSA COUNTY ROAD NO. 57), 3.3 FT (1.0 M)
 CM2426'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2426'STATION 62-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2477 ***********************************************************************
 CM2477  DESIGNATION -  62 15
 CM2477  PID         -  CM2477
 CM2477  STATE/COUNTY-  AL/TALLAPOOSA
 CM2477  USGS QUAD   -  OUR TOWN (1971)
 CM2477
 CM2477                         *CURRENT SURVEY CONTROL
 CM2477  ___________________________________________________________________
 CM2477* NAD 83(1992)-  32 47 27.88261(N)    085 56 25.54384(W)     ADJUSTED  
 CM2477* NAVD 88     -       194.6    (meters)     638.     (feet)  GPS OBS   
 CM2477  ___________________________________________________________________
 CM2477  X           -     379,963.334 (meters)                     COMP
 CM2477  Y           -  -5,353,731.328 (meters)                     COMP
 CM2477  Z           -   3,434,593.364 (meters)                     COMP
 CM2477  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 CM2477  ELLIP HEIGHT-         165.50  (meters)          (07/29/02) GPS OBS
 CM2477  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CM2477
 CM2477  HORZ ORDER  -  FIRST
 CM2477  ELLP ORDER  -  FOURTH    CLASS I
 CM2477
 CM2477.The horizontal coordinates were established by GPS observations
 CM2477.and adjusted by the National Geodetic Survey in September 1993..
 CM2477
 CM2477.The orthometric height was determined by GPS observations and a
 CM2477.high-resolution geoid model.
 CM2477
 CM2477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2477
 CM2477.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2477
 CM2477.The ellipsoidal height was determined by GPS observations
 CM2477.and is referenced to NAD 83.
 CM2477
 CM2477.The geoid height was determined by GEOID03.
 CM2477
 CM2477;                    North         East     Units Scale Factor Converg.
 CM2477;SPC AL E     -   254,031.289   189,968.458   MT  0.99996124   -0 03 28.8
 CM2477;UTM  16      - 3,628,623.151   599,215.698   MT  0.99972138   +0 34 26.0
 CM2477
 CM2477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2477!SPC AL E     -   0.99997402  x   0.99996124  =   0.99993526
 CM2477!UTM  16      -   0.99997402  x   0.99972138  =   0.99969540
 CM2477
 CM2477:                Primary Azimuth Mark                     Grid Az
 CM2477:SPC AL E     -  62 16                                    355 07 33.4
 CM2477:UTM  16      -  62 16                                    354 29 38.6
 CM2477
 CM2477|---------------------------------------------------------------------|
 CM2477| PID    Reference Object                     Distance      Geod. Az  |
 CM2477|                                                           dddmmss.s |
 CM2477| CM2478 62 16                               APPROX. 0.5 KM 3550404.6 |
 CM2477|---------------------------------------------------------------------|
 CM2477
 CM2477                          SUPERSEDED SURVEY CONTROL
 CM2477
 CM2477  ELLIP H (09/27/93)  165.55   (m)                       GP(       ) 4 1
 CM2477
 CM2477.Superseded values are not recommended for survey control.
 CM2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2477.See file dsdata.txt to determine how the superseded data were derived.
 CM2477
 CM2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9921628623(NAD 83)
 CM2477_MARKER: DD = SURVEY DISK
 CM2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2477_SP_SET: CONCRETE POST
 CM2477_STAMPING: 62-15 1992
 CM2477_MARK LOGO: ALHD  
 CM2477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2477+STABILITY: SURFACE MOTION
 CM2477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2477+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2477
 CM2477  HISTORY     - Date     Condition        Report By
 CM2477  HISTORY     - 1992     MONUMENTED       ALHD
 CM2477
 CM2477                          STATION DESCRIPTION
 CM2477
 CM2477'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2477'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE EAST RIGHT OF WAY
 CM2477'OF ALA 63, ABOUT 10.05 MI (16.17 KM) SOUTH OF ALEXANDER CITY AND
 CM2477'ABOUT 10.60 MI (17.06 KM) WEST-SOUTHWEST OF DADEVILLE.
 CM2477'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 63 (MILE
 CM2477'POST 28.65 ON ALA 63 AND MILE POST 68.45 ON U.S. 280) AT A TRAFFIC
 CM2477'LIGHT IN ALEXANDER CITY, DRIVE SOUTH ON ALA 63 FOR 9.40 MI
 CM2477'(15.13 KM) TO MILE POST 19.25 AND THE STATION ON THE LEFT.
 CM2477'THE STATION IS LOCATED IN FRONT OF RUSSELL FARM BAPTIST CHURCH
 CM2477'CEMETARY, 34.0 FT (10.4 M) EAST-NORTHEAST OF THE CENTER OF A PAVED
 CM2477'DRIVEWAY TO THE CHURCH, 64.5 FT (19.7 M) EAST OF THE CENTERLINE OF
 CM2477'ALA 63, 81.5 FT (24.8 M) WEST OF THE SOUTH END OF A SHORES TOMBSTONE,
 CM2477'90.4 FT (27.6 M) WEST-SOUTHWEST OF THE SOUTH END OF A TAUNTON
 CM2477'TOMBSTONE, 102.4 FT (31.2 M) NORTHWEST OF TRANSFORMER POWER POLE NO R
 CM2477'4411 R 4412 1, 2.0 FT (0.6 M) WEST OF A CARSONITE WITNESS POST, AND
 CM2477'SET FLUSH WITH THE GROUND.
 CM2477'STATION 62-16 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2478 ***********************************************************************
 CM2478  DESIGNATION -  62 16
 CM2478  PID         -  CM2478
 CM2478  STATE/COUNTY-  AL/TALLAPOOSA
 CM2478  USGS QUAD   -  OUR TOWN (1971)
 CM2478
 CM2478                         *CURRENT SURVEY CONTROL
 CM2478  ___________________________________________________________________
 CM2478* NAD 83(1992)-  32 47 44.88904(N)    085 56 27.28139(W)     ADJUSTED  
 CM2478* NAVD 88     -       192.4    (meters)     631.     (feet)  GPS OBS   
 CM2478  ___________________________________________________________________
 CM2478  X           -     379,898.017 (meters)                     COMP
 CM2478  Y           -  -5,353,449.623 (meters)                     COMP
 CM2478  Z           -   3,435,032.575 (meters)                     COMP
 CM2478  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 CM2478  ELLIP HEIGHT-         163.28  (meters)          (07/29/02) GPS OBS
 CM2478  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CM2478
 CM2478  HORZ ORDER  -  FIRST
 CM2478  ELLP ORDER  -  FOURTH    CLASS I
 CM2478
 CM2478.The horizontal coordinates were established by GPS observations
 CM2478.and adjusted by the National Geodetic Survey in September 1993..
 CM2478
 CM2478.The orthometric height was determined by GPS observations and a
 CM2478.high-resolution geoid model.
 CM2478
 CM2478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2478
 CM2478.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2478
 CM2478.The ellipsoidal height was determined by GPS observations
 CM2478.and is referenced to NAD 83.
 CM2478
 CM2478.The geoid height was determined by GEOID03.
 CM2478
 CM2478;                    North         East     Units Scale Factor Converg.
 CM2478;SPC AL E     -   254,555.210   189,923.781   MT  0.99996125   -0 03 29.8
 CM2478;UTM  16      - 3,629,146.422   599,165.258   MT  0.99972125   +0 34 25.3
 CM2478
 CM2478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2478!SPC AL E     -   0.99997436  x   0.99996125  =   0.99993562
 CM2478!UTM  16      -   0.99997436  x   0.99972125  =   0.99969562
 CM2478
 CM2478:                Primary Azimuth Mark                     Grid Az
 CM2478:SPC AL E     -  62 15                                    175 07 33.5
 CM2478:UTM  16      -  62 15                                    174 29 38.4
 CM2478
 CM2478|---------------------------------------------------------------------|
 CM2478| PID    Reference Object                     Distance      Geod. Az  |
 CM2478|                                                           dddmmss.s |
 CM2478| CM2477 62 15                               APPROX. 0.5 KM 1750403.7 |
 CM2478|---------------------------------------------------------------------|
 CM2478
 CM2478                          SUPERSEDED SURVEY CONTROL
 CM2478
 CM2478  ELLIP H (09/27/93)  163.33   (m)                       GP(       ) 4 1
 CM2478
 CM2478.Superseded values are not recommended for survey control.
 CM2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2478.See file dsdata.txt to determine how the superseded data were derived.
 CM2478
 CM2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9916529146(NAD 83)
 CM2478_MARKER: DD = SURVEY DISK
 CM2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2478_SP_SET: CONCRETE POST
 CM2478_STAMPING: 62-16 1992
 CM2478_MARK LOGO: ALHD  
 CM2478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2478+STABILITY: SURFACE MOTION
 CM2478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2478+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2478
 CM2478  HISTORY     - Date     Condition        Report By
 CM2478  HISTORY     - 1992     MONUMENTED       ALHD
 CM2478
 CM2478                          STATION DESCRIPTION
 CM2478
 CM2478'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2478'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE EAST RIGHT OF WAY
 CM2478'OF ALA 63, ABOUT 9.70 MI (15.61 KM) SOUTH OF ALEXANDER CITY AND ABOUT
 CM2478'10.60 MI (17.06 KM) WEST-SOUTHWEST OF DADEVILLE.
 CM2478'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 63 (MILE
 CM2478'POST 28.65 ON ALA 63 AND MILE POST 68.45 ON U.S. 280) AT A TRAFFIC
 CM2478'LIGHT IN ALEXANDER CITY, DRIVE SOUTH ON ALA 63 FOR 9.05 MI
 CM2478'(14.56 KM) TO MILE POST 19.60 AND THE STATION ON THE LEFT.
 CM2478'THE STATION IS 58.0 FT (17.7 M) EAST-NORTHEAST OF THE CENTERLINE OF
 CM2478'ALA 63, 73.8 FT (22.5 M) WEST OF TRANSFORMER AND JUNCTION POWER POLE
 CM2478'NO. 123 149, 181.0 FT (55.2 M) NORTH-NORTHWEST OF THE WEST END OF A
 CM2478'LARGE CHRIST THE ONLY HOPE SIGN, 2.5 FT (0.8 M) WEST OF A CARSONITE
 CM2478'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2478'STATION 62-15 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2479 ***********************************************************************
 CM2479  DESIGNATION -  62 17
 CM2479  PID         -  CM2479
 CM2479  STATE/COUNTY-  AL/TALLAPOOSA
 CM2479  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2479
 CM2479                         *CURRENT SURVEY CONTROL
 CM2479  ___________________________________________________________________
 CM2479* NAD 83(1992)-  32 52 35.70242(N)    085 58 00.49206(W)     ADJUSTED  
 CM2479* NAVD 88     -       182.1    (meters)     597.     (feet)  GPS OBS   
 CM2479  ___________________________________________________________________
 CM2479  X           -     377,136.475 (meters)                     COMP
 CM2479  Y           -  -5,348,766.214 (meters)                     COMP
 CM2479  Z           -   3,442,554.566 (meters)                     COMP
 CM2479  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CM2479  ELLIP HEIGHT-         152.97  (meters)          (07/29/02) GPS OBS
 CM2479  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM2479
 CM2479  HORZ ORDER  -  FIRST
 CM2479  ELLP ORDER  -  FOURTH    CLASS I
 CM2479
 CM2479.The horizontal coordinates were established by GPS observations
 CM2479.and adjusted by the National Geodetic Survey in September 1993..
 CM2479
 CM2479.The orthometric height was determined by GPS observations and a
 CM2479.high-resolution geoid model.
 CM2479
 CM2479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2479
 CM2479.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2479
 CM2479.The ellipsoidal height was determined by GPS observations
 CM2479.and is referenced to NAD 83.
 CM2479
 CM2479.The geoid height was determined by GEOID03.
 CM2479
 CM2479;                    North         East     Units Scale Factor Converg.
 CM2479;SPC AL E     -   263,516.418   187,509.956   MT  0.99996192   -0 04 20.8
 CM2479;UTM  16      - 3,638,078.257   596,653.245   MT  0.99971519   +0 33 39.2
 CM2479
 CM2479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2479!SPC AL E     -   0.99997598  x   0.99996192  =   0.99993790
 CM2479!UTM  16      -   0.99997598  x   0.99971519  =   0.99969118
 CM2479
 CM2479:                Primary Azimuth Mark                     Grid Az
 CM2479:SPC AL E     -  X 272                                    006 45 51.2
 CM2479:UTM  16      -  X 272                                    006 07 51.2
 CM2479
 CM2479|---------------------------------------------------------------------|
 CM2479| PID    Reference Object                     Distance      Geod. Az  |
 CM2479|                                                           dddmmss.s |
 CM2479| CM1322 X 272                               473.082 METERS 0064130.4 |
 CM2479|---------------------------------------------------------------------|
 CM2479
 CM2479                          SUPERSEDED SURVEY CONTROL
 CM2479
 CM2479  ELLIP H (09/27/93)  153.01   (m)                       GP(       ) 4 1
 CM2479
 CM2479.Superseded values are not recommended for survey control.
 CM2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2479.See file dsdata.txt to determine how the superseded data were derived.
 CM2479
 CM2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9665338078(NAD 83)
 CM2479_MARKER: DD = SURVEY DISK
 CM2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2479_SP_SET: CONCRETE POST
 CM2479_STAMPING: 62-17 1992
 CM2479_MARK LOGO: ALHD  
 CM2479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2479+STABILITY: SURFACE MOTION
 CM2479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2479+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2479
 CM2479  HISTORY     - Date     Condition        Report By
 CM2479  HISTORY     - 1992     MONUMENTED       ALHD
 CM2479
 CM2479                          STATION DESCRIPTION
 CM2479
 CM2479'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2479'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE WEST RIGHT OF WAY
 CM2479'OF ALA 63, ABOUT 4.30 MI (6.92 KM) SOUTH-SOUTHWEST OF ALEXANDER CITY
 CM2479'AND ABOUT 9.05 MI (14.56 KM) WEST OF JACKSONS GAP.
 CM2479'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 63 (MILE
 CM2479'POST 28.65 ON ALA 63 AND MILE POST 68.45 ON U.S. 280) AT A TRAFFIC
 CM2479'LIGHT IN ALEXANDER CITY, DRIVE SOUTH ON ALA 63 FOR 2.85 MI (4.59 KM)
 CM2479'TO MILE POST 25.80 AND THE STATION ON THE RIGHT.
 CM2479'THE STATION IS LOCATED ON TOP OF A TWENTY-FOOT BACKSLOPE IN THE
 CM2479'NORTHWEST QUADRANT OF THE INTERSECTION OF ALA 63 AND A PAVED COUNTY
 CM2479'ROAD (MOOSE ROAD) LEADING WEST, 41.4 FT (12.6 M) SOUTHEAST OF
 CM2479'JUNCTION POWER AND CABLE POLE NO. 66 1/3, 47.1 FT (14.4 M) SOUTHWEST
 CM2479'OF TRANSFORMER POWER AND CABLE POLE NO. 66 1/2, 83.5 FT (25.5 M)
 CM2479'NORTH-NORTHWEST OF THE CENTER OF THE PAVED COUNTY ROAD LEADING WEST
 CM2479'(MOOSE ROAD), 167.0 FT (50.9 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 CM2479'ALA 63, 2.6 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 CM2479'FLUSH WITH THE GROUND.
 CM2479'BENCH MARK X 272 1949 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2480 ***********************************************************************
 CM2480  DESIGNATION -  62 18
 CM2480  PID         -  CM2480
 CM2480  STATE/COUNTY-  AL/TALLAPOOSA
 CM2480  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2480
 CM2480                         *CURRENT SURVEY CONTROL
 CM2480  ___________________________________________________________________
 CM2480* NAD 83(1992)-  32 57 17.30371(N)    085 59 42.91785(W)     ADJUSTED  
 CM2480* NAVD 88     -       229.8    (meters)     754.     (feet)  GPS OBS   
 CM2480  ___________________________________________________________________
 CM2480  X           -     374,153.931 (meters)                     COMP
 CM2480  Y           -  -5,344,290.093 (meters)                     COMP
 CM2480  Z           -   3,449,863.218 (meters)                     COMP
 CM2480  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 CM2480  ELLIP HEIGHT-         200.71  (meters)          (07/29/02) GPS OBS
 CM2480  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CM2480
 CM2480  HORZ ORDER  -  FIRST
 CM2480  ELLP ORDER  -  FOURTH    CLASS I
 CM2480
 CM2480.The horizontal coordinates were established by GPS observations
 CM2480.and adjusted by the National Geodetic Survey in September 1993..
 CM2480
 CM2480.The orthometric height was determined by GPS observations and a
 CM2480.high-resolution geoid model.
 CM2480
 CM2480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2480
 CM2480.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2480
 CM2480.The ellipsoidal height was determined by GPS observations
 CM2480.and is referenced to NAD 83.
 CM2480
 CM2480.The geoid height was determined by GEOID03.
 CM2480
 CM2480;                    North         East     Units Scale Factor Converg.
 CM2480;SPC AL E     -   272,194.926   184,860.791   MT  0.99996282   -0 05 17.1
 CM2480;UTM  16      - 3,646,724.754   593,908.898   MT  0.99970874   +0 32 47.8
 CM2480
 CM2480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2480!SPC AL E     -   0.99996849  x   0.99996282  =   0.99993131
 CM2480!UTM  16      -   0.99996849  x   0.99970874  =   0.99967724
 CM2480
 CM2480                          SUPERSEDED SURVEY CONTROL
 CM2480
 CM2480  ELLIP H (09/27/93)  200.75   (m)                       GP(       ) 4 1
 CM2480
 CM2480.Superseded values are not recommended for survey control.
 CM2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2480.See file dsdata.txt to determine how the superseded data were derived.
 CM2480
 CM2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9390946725(NAD 83)
 CM2480_MARKER: DD = SURVEY DISK
 CM2480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2480_SP_SET: CONCRETE POST
 CM2480_STAMPING: 62-18 1992
 CM2480_MARK LOGO: ALHD  
 CM2480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2480+STABILITY: SURFACE MOTION
 CM2480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2480+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2480
 CM2480  HISTORY     - Date     Condition        Report By
 CM2480  HISTORY     - 1992     MONUMENTED       ALHD
 CM2480
 CM2480                          STATION DESCRIPTION
 CM2480
 CM2480'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2480'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTHEAST RIGHT OF
 CM2480'WAY OF U.S. 280, ABOUT 2.65 MI (4.26 KM) NORTHWEST OF ALEXANDER CITY
 CM2480'AND ABOUT 8.05 MI (12.95 KM) SOUTHWEST OF HACKNEYVILLE.
 CM2480'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 22 WEST
 CM2480'(MILE POST 66.80 ON U.S. 280) AT THE HORSESHOE BEND MOTEL AND A
 CM2480'TRAFFIC LIGHT IN ALEXANDER CITY, DRIVE NORTHWEST ON U.S. 280 FOR 2.05
 CM2480'MI (3.30 KM) TO MILE POST 64.75 AND THE STATION ON THE RIGHT.
 CM2480'THE STATION IS LOCATED ON TOP OF A HILL AT THE CREST OF A TWENTY-FOOT
 CM2480'BACKSLOPE, 13.2 FT (4.0 M) NORTHEAST OF AN ORANGE CARSONITE BURIED
 CM2480'TELEPHONE CABLE MARKER, 75.6 FT (23.0 M) SOUTHWEST OF THE SOUTHWEST
 CM2480'CORNER OF THE FRONT PORCH OF A RED FRAME BUILDING, 83.6 FT (25.5 M)
 CM2480'SOUTH OF THE NORTHWEST CORNER OF THE FRONT PORCH OF A RED FRAME
 CM2480'BUILDING, 100.0 FT (30.5 M) NORTHEAST OF THE CENTER OF THE WEST BOUND
 CM2480'LANES OF U.S. 280 (UNDER CONSTRUCTION), 140.0 FT (42.7 M) NORTHEAST
 CM2480'OF THE CENTER OF THE MEDIAN OF U.S. 280, 2.7 FT (0.8 M) SOUTHWEST OF
 CM2480'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2480'STATION 62-19 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3369 ***********************************************************************
 CN3369  DESIGNATION -  62 19
 CN3369  PID         -  CN3369
 CN3369  STATE/COUNTY-  AL/TALLAPOOSA
 CN3369  USGS QUAD   -  KELLYTON (1983)
 CN3369
 CN3369                         *CURRENT SURVEY CONTROL
 CN3369  ___________________________________________________________________
 CN3369* NAD 83(1992)-  32 57 52.12172(N)    086 00 25.05899(W)     ADJUSTED  
 CN3369* NAVD 88     -       230.0    (meters)     755.     (feet)  GPS OBS   
 CN3369  ___________________________________________________________________
 CN3369  X           -     373,021.424 (meters)                     COMP
 CN3369  Y           -  -5,343,784.387 (meters)                     COMP
 CN3369  Z           -   3,450,763.318 (meters)                     COMP
 CN3369  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 CN3369  ELLIP HEIGHT-         200.86  (meters)          (07/29/02) GPS OBS
 CN3369  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CN3369
 CN3369  HORZ ORDER  -  FIRST
 CN3369  ELLP ORDER  -  FOURTH    CLASS I
 CN3369
 CN3369.The horizontal coordinates were established by GPS observations
 CN3369.and adjusted by the National Geodetic Survey in September 1993..
 CN3369
 CN3369.The orthometric height was determined by GPS observations and a
 CN3369.high-resolution geoid model.
 CN3369
 CN3369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3369
 CN3369.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3369
 CN3369.The ellipsoidal height was determined by GPS observations
 CN3369.and is referenced to NAD 83.
 CN3369
 CN3369.The geoid height was determined by GEOID03.
 CN3369
 CN3369;                    North         East     Units Scale Factor Converg.
 CN3369;SPC AL E     -   273,269.253   183,768.092   MT  0.99996325   -0 05 40.1
 CN3369;UTM  16      - 3,647,786.638   592,804.647   MT  0.99970619   +0 32 25.3
 CN3369
 CN3369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3369!SPC AL E     -   0.99996847  x   0.99996325  =   0.99993172
 CN3369!UTM  16      -   0.99996847  x   0.99970619  =   0.99967466
 CN3369
 CN3369                          SUPERSEDED SURVEY CONTROL
 CN3369
 CN3369  ELLIP H (09/27/93)  200.90   (m)                       GP(       ) 4 1
 CN3369
 CN3369.Superseded values are not recommended for survey control.
 CN3369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3369.See file dsdata.txt to determine how the superseded data were derived.
 CN3369
 CN3369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9280547787(NAD 83)
 CN3369_MARKER: DD = SURVEY DISK
 CN3369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3369_SP_SET: CONCRETE POST
 CN3369_STAMPING: 62-19 1992
 CN3369_MARK LOGO: ALHD  
 CN3369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3369+STABILITY: SURFACE MOTION
 CN3369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3369+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CN3369
 CN3369  HISTORY     - Date     Condition        Report By
 CN3369  HISTORY     - 1992     MONUMENTED       ALHD
 CN3369
 CN3369                          STATION DESCRIPTION
 CN3369
 CN3369'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN3369'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON PROPERTY OWNED BY THE
 CN3369'FOURTH DIVISION OF THE ALABAMA HIGHWAY DEPARTMENT, ABOUT 3.55 MI
 CN3369'(5.71 KM) NORTHWEST OF ALEXANDER CITY AND ABOUT 7.90 MI (12.71 KM)
 CN3369'SOUTHWEST OF HACKNEYVILLE.
 CN3369'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 22 WEST
 CN3369'(MILE POST 66.80 ON U.S. 280) AT THE HORSESHOE BEND MOTEL AND A
 CN3369'TRAFFIC LIGHT IN ALEXANDER CITY, DRIVE NORTHWEST ON U.S. 280 FOR 3.00
 CN3369'MI (4.83 KM) TO MILE POST 63.80 AND THE STATION ON THE LEFT.
 CN3369'THE STATION IS LOCATED IN FRONT OF THE FOURTH DIVISION SHOP AT
 CN3369'ALEXANDER CITY, 50.0 FT (15.2 M) EAST-NORTHEAST OF THE NORTHEAST
 CN3369'CORNER OF A GRAVEL PARKING AREA, 84.7 FT (25.8 M) NORTHEAST OF THE
 CN3369'CENTER OF THE PAVED DRIVEWAY IN FRONT OF THE SHOP, 88.5 FT (27.0 M)
 CN3369'SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S. 280, 108.9
 CN3369'FT (33.2 M) SOUTHEAST OF A CONCRETE WATER VALVE MARKER, 2.0 FT
 CN3369'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3369'GROUND.
 CN3369'STATION 62-18 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2417 ***********************************************************************
 CM2417  DESIGNATION -  62 2
 CM2417  PID         -  CM2417
 CM2417  STATE/COUNTY-  AL/TALLAPOOSA
 CM2417  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2417
 CM2417                         *CURRENT SURVEY CONTROL
 CM2417  ___________________________________________________________________
 CM2417* NAD 83(1992)-  32 54 14.90068(N)    085 53 48.99406(W)     ADJUSTED  
 CM2417* NAVD 88     -       198.4    (meters)     651.     (feet)  VERTCON   
 CM2417  ___________________________________________________________________
 CM2417  X           -     383,540.164 (meters)                     COMP
 CM2417  Y           -  -5,346,660.748 (meters)                     COMP
 CM2417  Z           -   3,445,129.551 (meters)                     COMP
 CM2417  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 CM2417  ELLIP HEIGHT-         169.22  (meters)          (07/29/02) GPS OBS
 CM2417  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CM2417
 CM2417  HORZ ORDER  -  FIRST
 CM2417  ELLP ORDER  -  FOURTH    CLASS I
 CM2417
 CM2417.The horizontal coordinates were established by GPS observations
 CM2417.and adjusted by the National Geodetic Survey in December 1992..
 CM2417
 CM2417.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2417.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2417
 CM2417.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2417
 CM2417.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2417
 CM2417.The ellipsoidal height was determined by GPS observations
 CM2417.and is referenced to NAD 83.
 CM2417
 CM2417.The geoid height was determined by GEOID03.
 CM2417
 CM2417;                    North         East     Units Scale Factor Converg.
 CM2417;SPC AL E     -   266,566.120   194,049.309   MT  0.99996044   -0 02 04.4
 CM2417;UTM  16      - 3,641,199.341   603,156.926   MT  0.99973121   +0 35 57.4
 CM2417
 CM2417!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2417!SPC AL E     -   0.99997343  x   0.99996044  =   0.99993387
 CM2417!UTM  16      -   0.99997343  x   0.99973121  =   0.99970465
 CM2417
 CM2417:                Primary Azimuth Mark                     Grid Az
 CM2417:SPC AL E     -  62 1                                     301 28 29.9
 CM2417:UTM  16      -  62 1                                     300 50 28.1
 CM2417
 CM2417|---------------------------------------------------------------------|
 CM2417| PID    Reference Object                     Distance      Geod. Az  |
 CM2417|                                                           dddmmss.s |
 CM2417| CM2416 62 1                                APPROX. 0.5 KM 3012625.5 |
 CM2417|---------------------------------------------------------------------|
 CM2417
 CM2417                          SUPERSEDED SURVEY CONTROL
 CM2417
 CM2417  ELLIP H (12/04/92)  169.27   (m)                       GP(       ) 4 1
 CM2417  NAD 83(1986)-  32 54 14.90655(N)    085 53 48.99536(W) AD(       ) 1
 CM2417  NGVD 29 (12/04/92)  198.4    (m)          651.     (f) GPS OBS        
 CM2417
 CM2417.Superseded values are not recommended for survey control.
 CM2417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2417.See file dsdata.txt to determine how the superseded data were derived.
 CM2417
 CM2417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0315741199(NAD 83)
 CM2417_MARKER: DD = SURVEY DISK
 CM2417_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2417_SP_SET: CONCRETE POST
 CM2417_STAMPING: 62-2 1991
 CM2417_MARK LOGO: ALHD  
 CM2417_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2417_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2417+STABILITY: SURFACE MOTION
 CM2417_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2417+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2417
 CM2417  HISTORY     - Date     Condition        Report By
 CM2417  HISTORY     - 1991     MONUMENTED       ALHD
 CM2417
 CM2417                          STATION DESCRIPTION
 CM2417
 CM2417'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2417'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 CM2417'OF U.S. 280, ABOUT 3.70 MI (5.95 KM) SOUTHEAST OF ALEXANDER CITY AND
 CM2417'ABOUT 9.50 MI (15.29 KM) NORTHWEST OF DADEVILLE.
 CM2417'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280, ALA 22 EAST, AND
 CM2417'ALA 63 (MILE POST 68.45 ON U.S. 280) IN ALEXANDER CITY, DRIVE
 CM2417'SOUTHEAST ON U.S. 280 FOR 3.45 MI (5.55 KM) TO MILE POST 71.90 AND
 CM2417'THE STATION ON THE RIGHT.
 CM2417'THE STATION IS 10.0 FT (3.0 M) SOUTH-SOUTHWEST OF THE CENTER OF A
 CM2417'TRACK ROAD ALONG THE RIGHT OF WAY, 70.8 FT (21.6 M) NORTHWEST OF THE
 CM2417'NORTH POST OF A FOR RENT - RUSSELL LANDS SIGN, 73.1 FT (22.3 M)
 CM2417'EAST-SOUTHEAST OF THE NORTH POST OF A LIGHTED BILL BOARD, 77.9 FT
 CM2417'(23.7 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF
 CM2417'U.S. 280, 78.7 FT (24.0 M) NORTHWEST OF A R. O. W. SIGN, 2.3 FT
 CM2417'(0.7 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2417'GROUND.
 CM2417'STATION 62-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2481 ***********************************************************************
 CM2481  DESIGNATION -  62 20
 CM2481  PID         -  CM2481
 CM2481  STATE/COUNTY-  AL/TALLAPOOSA
 CM2481  USGS QUAD   -  CARRVILLE (1981)
 CM2481
 CM2481                         *CURRENT SURVEY CONTROL
 CM2481  ___________________________________________________________________
 CM2481* NAD 83(1992)-  32 32 49.05556(N)    085 50 35.20150(W)     ADJUSTED  
 CM2481* NAVD 88     -       115.0    (meters)     377.     (feet)  GPS OBS   
 CM2481  ___________________________________________________________________
 CM2481  X           -     390,110.615 (meters)                     COMP
 CM2481  Y           -  -5,367,586.988 (meters)                     COMP
 CM2481  Z           -   3,411,760.629 (meters)                     COMP
 CM2481  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 CM2481  ELLIP HEIGHT-          86.45  (meters)          (07/29/02) GPS OBS
 CM2481  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CM2481
 CM2481  HORZ ORDER  -  FIRST
 CM2481  ELLP ORDER  -  FOURTH    CLASS I
 CM2481
 CM2481.The horizontal coordinates were established by GPS observations
 CM2481.and adjusted by the National Geodetic Survey in September 1993..
 CM2481
 CM2481.The orthometric height was determined by GPS observations and a
 CM2481.high-resolution geoid model.
 CM2481
 CM2481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2481
 CM2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2481
 CM2481.The ellipsoidal height was determined by GPS observations
 CM2481.and is referenced to NAD 83.
 CM2481
 CM2481.The geoid height was determined by GEOID03.
 CM2481
 CM2481;                    North         East     Units Scale Factor Converg.
 CM2481;SPC AL E     -   226,954.926   199,081.592   MT  0.99996001   -0 00 18.9
 CM2481;UTM  16      - 3,601,654.724   608,623.764   MT  0.99974550   +0 37 20.8
 CM2481
 CM2481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2481!SPC AL E     -   0.99998643  x   0.99996001  =   0.99994644
 CM2481!UTM  16      -   0.99998643  x   0.99974550  =   0.99973193
 CM2481
 CM2481:                Primary Azimuth Mark                     Grid Az
 CM2481:SPC AL E     -  62 21                                    048 14 04.7
 CM2481:UTM  16      -  62 21                                    047 36 25.0
 CM2481
 CM2481|---------------------------------------------------------------------|
 CM2481| PID    Reference Object                     Distance      Geod. Az  |
 CM2481|                                                           dddmmss.s |
 CM2481| CM2482 62 21                               APPROX. 0.5 KM 0481345.8 |
 CM2481|---------------------------------------------------------------------|
 CM2481
 CM2481                          SUPERSEDED SURVEY CONTROL
 CM2481
 CM2481  ELLIP H (09/27/93)   86.51   (m)                       GP(       ) 4 1
 CM2481
 CM2481.Superseded values are not recommended for survey control.
 CM2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2481.See file dsdata.txt to determine how the superseded data were derived.
 CM2481
 CM2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0862401655(NAD 83)
 CM2481_MARKER: DD = SURVEY DISK
 CM2481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2481_SP_SET: CONCRETE POST
 CM2481_STAMPING: 62-20 1992
 CM2481_MARK LOGO: ALHD  
 CM2481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2481+STABILITY: SURFACE MOTION
 CM2481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2481+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2481
 CM2481  HISTORY     - Date     Condition        Report By
 CM2481  HISTORY     - 1992     MONUMENTED       ALHD
 CM2481
 CM2481                          STATION DESCRIPTION
 CM2481
 CM2481'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2481'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTHEAST RIGHT OF
 CM2481'WAY OF A PAVED COUNTY ROAD, ABOUT 2.30 MI (3.70 KM) NORTHEAST OF
 CM2481'WALLSTREET AND ABOUT 4.60 MI (7.40 KM) SOUTHWEST OF REELTOWN.
 CM2481'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 49 (MILE POST
 CM2481'198.40 ON ALA 14 AND MILE POST 0 ON ALA 49), ABOUT 5.10 MI (8.21 KM)
 CM2481'NORTHEAST OF THE TALLAPOOSA RIVER BRIDGE IN TALLASSEE, DRIVE SOUTHWEST
 CM2481'ON ALA 14 FOR 1.35 MI (2.17 KM) TO MILE POST 197.05 AND A PAVED
 CM2481'COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 CM2481'SOUTHWEST FOR 0.60 MI (0.97 KM) TO THE STATION ON THE LEFT.
 CM2481'THE STATION IS 7.6 FT (2.3 M) NORTHWEST OF A TEMPORARY ELECTRIC FENCE,
 CM2481'42.0 FT (12.8 M) SOUTHEAST OF THE CENTERLINE OF THE PAVED COUNTY
 CM2481'ROAD, 93.6 FT (28.5 M) WEST-SOUTHWEST OF A POWER POLE, 116.0 FT
 CM2481'(35.4 M) SOUTH-SOUTHWEST OF A CROSS TIE POST IN THE FENCE LINE ACROSS
 CM2481'THE ROAD, 119.6 FT (36.5 M) EAST-NORTHEAST OF A TRANSFORMER POWER
 CM2481'POLE, 6.3 FT (1.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 CM2481'FLUSH WITH THE GROUND.
 CM2481'STATION 62-21 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2482 ***********************************************************************
 CM2482  DESIGNATION -  62 21
 CM2482  PID         -  CM2482
 CM2482  STATE/COUNTY-  AL/TALLAPOOSA
 CM2482  USGS QUAD   -  CARRVILLE (1981)
 CM2482
 CM2482                         *CURRENT SURVEY CONTROL
 CM2482  ___________________________________________________________________
 CM2482* NAD 83(1992)-  32 33 00.47073(N)    085 50 20.11144(W)     ADJUSTED  
 CM2482* NAVD 88     -       119.6    (meters)     392.     (feet)  GPS OBS   
 CM2482  ___________________________________________________________________
 CM2482  X           -     390,489.852 (meters)                     COMP
 CM2482  Y           -  -5,367,373.593 (meters)                     COMP
 CM2482  Z           -   3,412,059.507 (meters)                     COMP
 CM2482  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 CM2482  ELLIP HEIGHT-          91.03  (meters)          (07/29/02) GPS OBS
 CM2482  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CM2482
 CM2482  HORZ ORDER  -  FIRST
 CM2482  ELLP ORDER  -  FOURTH    CLASS I
 CM2482
 CM2482.The horizontal coordinates were established by GPS observations
 CM2482.and adjusted by the National Geodetic Survey in September 1993..
 CM2482
 CM2482.The orthometric height was determined by GPS observations and a
 CM2482.high-resolution geoid model.
 CM2482
 CM2482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2482
 CM2482.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2482
 CM2482.The ellipsoidal height was determined by GPS observations
 CM2482.and is referenced to NAD 83.
 CM2482
 CM2482.The geoid height was determined by GEOID03.
 CM2482
 CM2482;                    North         East     Units Scale Factor Converg.
 CM2482;SPC AL E     -   227,306.523   199,475.310   MT  0.99996000   -0 00 10.8
 CM2482;UTM  16      - 3,602,010.537   609,013.524   MT  0.99974654   +0 37 29.2
 CM2482
 CM2482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2482!SPC AL E     -   0.99998571  x   0.99996000  =   0.99994571
 CM2482!UTM  16      -   0.99998571  x   0.99974654  =   0.99973225
 CM2482
 CM2482:                Primary Azimuth Mark                     Grid Az
 CM2482:SPC AL E     -  62 20                                    228 14 04.7
 CM2482:UTM  16      -  62 20                                    227 36 24.7
 CM2482
 CM2482|---------------------------------------------------------------------|
 CM2482| PID    Reference Object                     Distance      Geod. Az  |
 CM2482|                                                           dddmmss.s |
 CM2482| CM2481 62 20                               APPROX. 0.5 KM 2281353.9 |
 CM2482|---------------------------------------------------------------------|
 CM2482
 CM2482                          SUPERSEDED SURVEY CONTROL
 CM2482
 CM2482  ELLIP H (09/27/93)   91.09   (m)                       GP(       ) 4 1
 CM2482
 CM2482.Superseded values are not recommended for survey control.
 CM2482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2482.See file dsdata.txt to determine how the superseded data were derived.
 CM2482
 CM2482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0901402011(NAD 83)
 CM2482_MARKER: DD = SURVEY DISK
 CM2482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2482_SP_SET: CONCRETE POST
 CM2482_STAMPING: 62-21 1992
 CM2482_MARK LOGO: ALHD  
 CM2482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2482+STABILITY: SURFACE MOTION
 CM2482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2482+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2482
 CM2482  HISTORY     - Date     Condition        Report By
 CM2482  HISTORY     - 1992     MONUMENTED       ALHD
 CM2482
 CM2482                          STATION DESCRIPTION
 CM2482
 CM2482'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2482'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTHWEST RIGHT OF
 CM2482'WAY OF A PAVED COUNTY ROAD, ABOUT 2.65 MI (4.26 KM) NORTHEAST OF
 CM2482'WALLSTREET AND ABOUT 4.30 MI (6.92 KM) SOUTHWEST OF REELTOWN.
 CM2482'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 49 (MILE POST
 CM2482'198.40 ON ALA 14 AND MILE POST 0 ON ALA 49), ABOUT 5.10 MI (8.21 KM)
 CM2482'NORTHEAST OF THE TALLAPOOSA RIVER BRIDGE IN TALLASSEE, DRIVE SOUTHWEST
 CM2482'ON ALA 14 FOR 1.35 MI (2.17 KM) TO MILE POST 197.05 AND A PAVED
 CM2482'COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 CM2482'SOUTHWEST FOR 0.25 MI (0.40 KM) TO THE STATION ON THE RIGHT.
 CM2482'THE STATION IS 36.8 FT (11.2 M) NORTHWEST OF THE CENTERLINE OF THE
 CM2482'PAVED COUNTY ROAD, 191.5 FT (58.4 M) WEST-SOUTHWEST OF THE SOUTHWEST
 CM2482'END OF A FIFTEEN-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 2.7 FT
 CM2482'(0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET 0.2 FT
 CM2482'(6.1 CM) UNDERGROUND.
 CM2482'STATION 62-20 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2483 ***********************************************************************
 CM2483  DESIGNATION -  62 22
 CM2483  PID         -  CM2483
 CM2483  STATE/COUNTY-  AL/TALLAPOOSA
 CM2483  USGS QUAD   -  CARRVILLE (1981)
 CM2483
 CM2483                         *CURRENT SURVEY CONTROL
 CM2483  ___________________________________________________________________
 CM2483* NAD 83(1992)-  32 35 46.94195(N)    085 49 44.48312(W)     ADJUSTED  
 CM2483* NAVD 88     -       164.1    (meters)     538.     (feet)  GPS OBS   
 CM2483  ___________________________________________________________________
 CM2483  X           -     391,218.872 (meters)                     COMP
 CM2483  Y           -  -5,364,589.802 (meters)                     COMP
 CM2483  Z           -   3,416,404.958 (meters)                     COMP
 CM2483  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 CM2483  ELLIP HEIGHT-         135.44  (meters)          (07/29/02) GPS OBS
 CM2483  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CM2483
 CM2483  HORZ ORDER  -  FIRST
 CM2483  ELLP ORDER  -  FOURTH    CLASS I
 CM2483
 CM2483.The horizontal coordinates were established by GPS observations
 CM2483.and adjusted by the National Geodetic Survey in September 1993..
 CM2483
 CM2483.The orthometric height was determined by GPS observations and a
 CM2483.high-resolution geoid model.
 CM2483
 CM2483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2483
 CM2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2483
 CM2483.The ellipsoidal height was determined by GPS observations
 CM2483.and is referenced to NAD 83.
 CM2483
 CM2483.The geoid height was determined by GEOID03.
 CM2483
 CM2483;                    North         East     Units Scale Factor Converg.
 CM2483;SPC AL E     -   232,434.407   200,404.614   MT  0.99996000   +0 00 08.4
 CM2483;UTM  16      - 3,607,147.211   609,886.368   MT  0.99974890   +0 37 51.2
 CM2483
 CM2483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2483!SPC AL E     -   0.99997874  x   0.99996000  =   0.99993874
 CM2483!UTM  16      -   0.99997874  x   0.99974890  =   0.99972764
 CM2483
 CM2483                          SUPERSEDED SURVEY CONTROL
 CM2483
 CM2483  ELLIP H (09/27/93)  135.49   (m)                       GP(       ) 4 1
 CM2483
 CM2483.Superseded values are not recommended for survey control.
 CM2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2483.See file dsdata.txt to determine how the superseded data were derived.
 CM2483
 CM2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0988607147(NAD 83)
 CM2483_MARKER: DD = SURVEY DISK
 CM2483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2483_SP_SET: CONCRETE POST
 CM2483_STAMPING: 62-22 1992
 CM2483_MARK LOGO: ALHD  
 CM2483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2483+STABILITY: SURFACE MOTION
 CM2483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2483+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2483
 CM2483  HISTORY     - Date     Condition        Report By
 CM2483  HISTORY     - 1992     MONUMENTED       ALHD
 CM2483
 CM2483                          STATION DESCRIPTION
 CM2483
 CM2483'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2483'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE WEST RIGHT OF WAY
 CM2483'OF A PAVED COUNTY ROAD, ABOUT 2.60 MI (4.18 KM) WEST-SOUTHWEST OF
 CM2483'REELTOWN AND ABOUT 8.50 MI (13.68 KM) SOUTH-SOUTHWEST OF WALNUT HILL.
 CM2483'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 49 (MILE POST
 CM2483'0 ON ALA 49 AND MILE POST 198.40 ON ALA 14), ABOUT 5.10 MI (8.21 KM)
 CM2483'NORTHEAST OF THE TALLAPOOSA RIVER BRIDGE IN TALLASSEE, DRIVE NORTH ON
 CM2483'ALA 49 FOR 2.50 MI (4.02 KM) TO MILE POST 2.50 AND TALLAPOOSA COUNTY
 CM2483'ROAD NO. 6 ON THE LEFT AT A MACEDONIA CHRISTIAN CHURCH 2 1/2 MILES
 CM2483'SIGN, TURN LEFT ON TALLAPOOSA COUNTY ROAD NO. 6 AND DRIVE WEST FOR
 CM2483'0.85 MI (1.37 KM) TO A PAVED CROSS ROAD, TURN RIGHT ON A PAVED COUNTY
 CM2483'ROAD AND DRIVE NORTH FOR 0.20 MI (0.32 KM) TO THE STATION ON THE
 CM2483'LEFT.
 CM2483'THE STATION IS 3.0 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE
 CM2483'ON OLD WOOD POSTS, 18.4 FT (5.6 M) SOUTH-SOUTHEAST OF THE SOUTH POST
 CM2483'OF A PIPE AND HOG WIRE GATE, 28.0 FT (8.5 M) SOUTH OF THE CENTER OF A
 CM2483'FIELD ROAD, 34.2 FT (10.4 M) WEST OF THE CENTERLINE OF THE PAVED
 CM2483'COUNTY ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 CM2483'FLUSH WITH THE GROUND.
 CM2483'STATION 62-23 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2484 ***********************************************************************
 CM2484  DESIGNATION -  62 23
 CM2484  PID         -  CM2484
 CM2484  STATE/COUNTY-  AL/TALLAPOOSA
 CM2484  USGS QUAD   -  CARRVILLE (1981)
 CM2484
 CM2484                         *CURRENT SURVEY CONTROL
 CM2484  ___________________________________________________________________
 CM2484* NAD 83(1992)-  32 36 10.18427(N)    085 49 44.25458(W)     ADJUSTED  
 CM2484* NAVD 88     -       172.2    (meters)     565.     (feet)  GPS OBS   
 CM2484  ___________________________________________________________________
 CM2484  X           -     391,197.248 (meters)                     COMP
 CM2484  Y           -  -5,364,211.353 (meters)                     COMP
 CM2484  Z           -   3,417,012.454 (meters)                     COMP
 CM2484  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 CM2484  ELLIP HEIGHT-         143.43  (meters)          (07/29/02) GPS OBS
 CM2484  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CM2484
 CM2484  HORZ ORDER  -  FIRST
 CM2484  ELLP ORDER  -  FOURTH    CLASS I
 CM2484
 CM2484.The horizontal coordinates were established by GPS observations
 CM2484.and adjusted by the National Geodetic Survey in September 1993..
 CM2484
 CM2484.The orthometric height was determined by GPS observations and a
 CM2484.high-resolution geoid model.
 CM2484
 CM2484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2484
 CM2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2484
 CM2484.The ellipsoidal height was determined by GPS observations
 CM2484.and is referenced to NAD 83.
 CM2484
 CM2484.The geoid height was determined by GEOID03.
 CM2484
 CM2484;                    North         East     Units Scale Factor Converg.
 CM2484;SPC AL E     -   233,150.354   200,410.544   MT  0.99996000   +0 00 08.5
 CM2484;UTM  16      - 3,607,863.029   609,884.443   MT  0.99974889   +0 37 51.7
 CM2484
 CM2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2484!SPC AL E     -   0.99997748  x   0.99996000  =   0.99993748
 CM2484!UTM  16      -   0.99997748  x   0.99974889  =   0.99972638
 CM2484
 CM2484                          SUPERSEDED SURVEY CONTROL
 CM2484
 CM2484  ELLIP H (09/27/93)  143.48   (m)                       GP(       ) 4 1
 CM2484
 CM2484.Superseded values are not recommended for survey control.
 CM2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2484.See file dsdata.txt to determine how the superseded data were derived.
 CM2484
 CM2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0988407863(NAD 83)
 CM2484_MARKER: DD = SURVEY DISK
 CM2484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2484_SP_SET: CONCRETE POST
 CM2484_STAMPING: 62-23 1992
 CM2484_MARK LOGO: ALHD  
 CM2484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2484+STABILITY: SURFACE MOTION
 CM2484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2484+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2484
 CM2484  HISTORY     - Date     Condition        Report By
 CM2484  HISTORY     - 1992     MONUMENTED       ALHD
 CM2484
 CM2484                          STATION DESCRIPTION
 CM2484
 CM2484'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2484'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE EAST RIGHT OF WAY
 CM2484'OF A PAVED COUNTY ROAD, ABOUT 2.20 MI (3.54 KM) WEST-SOUTHWEST OF
 CM2484'REELTOWN AND ABOUT 8.10 MI (13.04 KM) SOUTH-SOUTHWEST OF WALNUT HILL.
 CM2484'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 49 (MILE POST
 CM2484'0 ON ALA 49 AND MILE POST 198.40 ON ALA 14), ABOUT 5.10 MI (8.21 KM)
 CM2484'NORTHEAST OF THE TALLAPOOSA RIVER BRIDGE IN TALLASSEE, DRIVE NORTH ON
 CM2484'ALA 49 FOR 2.50 MI (4.02 KM) TO MILE POST 2.50 AND TALLAPOOSA COUNTY
 CM2484'ROAD NO. 6 ON THE LEFT AT A MACEDONIA CHRISTIAN CHURCH 2 1/2 MILES
 CM2484'SIGN, TURN LEFT ON TALLAPOOSA COUNTY ROAD NO. 6 AND DRIVE WEST FOR
 CM2484'0.85 MI (1.37 KM) TO A PAVED CROSS ROAD, TURN RIGHT ON A PAVED COUNTY
 CM2484'ROAD AND DRIVE NORTH FOR 0.65 MI (1.05 KM) TO THE STATION ON THE
 CM2484'RIGHT.
 CM2484'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A FOUR STRAND BARBED
 CM2484'WIRE FENCE ON TREATED WOOD POSTS, 30.4 FT (9.3 M) EAST-NORTHEAST OF
 CM2484'THE CENTERLINE OF THE PAVED COUNTY ROAD, 97.5 FT (29.7 M) SOUTH OF A
 CM2484'POWER POLE IN THE PASTURE, 128.0 FT (39.0 M) NORTH-NORTHWEST OF A
 CM2484'FENCE JUNCTION, 130.0 FT (39.6 M) NORTH-NORTHEAST OF A FENCE JUNCTION
 CM2484'ACROSS THE ROAD, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND
 CM2484'SET FLUSH WITH THE GROUND.
 CM2484'STATION 62-22 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2485 ***********************************************************************
 CM2485  DESIGNATION -  62 24
 CM2485  PID         -  CM2485
 CM2485  STATE/COUNTY-  AL/TALLAPOOSA
 CM2485  USGS QUAD   -  RED HILL (1971)
 CM2485
 CM2485                         *CURRENT SURVEY CONTROL
 CM2485  ___________________________________________________________________
 CM2485* NAD 83(1992)-  32 41 10.69757(N)    085 54 08.43466(W)     ADJUSTED  
 CM2485* NAVD 88     -       187.0    (meters)     614.     (feet)  GPS OBS   
 CM2485  ___________________________________________________________________
 CM2485  X           -     383,970.593 (meters)                     COMP
 CM2485  Y           -  -5,359,739.318 (meters)                     COMP
 CM2485  Z           -   3,424,815.526 (meters)                     COMP
 CM2485  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 CM2485  ELLIP HEIGHT-         158.10  (meters)          (07/29/02) GPS OBS
 CM2485  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CM2485
 CM2485  HORZ ORDER  -  FIRST
 CM2485  ELLP ORDER  -  FOURTH    CLASS I
 CM2485
 CM2485.The horizontal coordinates were established by GPS observations
 CM2485.and adjusted by the National Geodetic Survey in September 1993..
 CM2485
 CM2485.The orthometric height was determined by GPS observations and a
 CM2485.high-resolution geoid model.
 CM2485
 CM2485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2485
 CM2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2485
 CM2485.The ellipsoidal height was determined by GPS observations
 CM2485.and is referenced to NAD 83.
 CM2485
 CM2485.The geoid height was determined by GEOID03.
 CM2485
 CM2485;                    North         East     Units Scale Factor Converg.
 CM2485;SPC AL E     -   242,409.405   193,528.362   MT  0.99996052   -0 02 14.2
 CM2485;UTM  16      - 3,617,043.897   602,902.508   MT  0.99973057   +0 35 34.2
 CM2485
 CM2485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2485!SPC AL E     -   0.99997518  x   0.99996052  =   0.99993570
 CM2485!UTM  16      -   0.99997518  x   0.99973057  =   0.99970575
 CM2485
 CM2485                          SUPERSEDED SURVEY CONTROL
 CM2485
 CM2485  ELLIP H (09/27/93)  158.15   (m)                       GP(       ) 4 1
 CM2485
 CM2485.Superseded values are not recommended for survey control.
 CM2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2485.See file dsdata.txt to determine how the superseded data were derived.
 CM2485
 CM2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0290317044(NAD 83)
 CM2485_MARKER: DD = SURVEY DISK
 CM2485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2485_SP_SET: CONCRETE POST
 CM2485_STAMPING: 62-24 1992
 CM2485_MARK LOGO: ALHD  
 CM2485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2485+STABILITY: SURFACE MOTION
 CM2485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2485+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 CM2485
 CM2485  HISTORY     - Date     Condition        Report By
 CM2485  HISTORY     - 1992     MONUMENTED       ALHD
 CM2485  HISTORY     - 20020225 GOOD             ALHD
 CM2485  HISTORY     - 20030308 GOOD             JCLS
 CM2485  HISTORY     - 20040901 GOOD             JCLS
 CM2485
 CM2485                          STATION DESCRIPTION
 CM2485
 CM2485'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2485'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON A HIGH VOLTAGE POWER
 CM2485'LINE RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY, ABOUT 6.90 MI
 CM2485'(11.10 KM) WEST-SOUTHWEST OF WALNUT HILL AND ABOUT 7.90 MI
 CM2485'(12.71 KM) NORTHWEST OF REELTOWN.
 CM2485'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 50 (MILE POST
 CM2485'8.55 ON ALA 50 AND MILE POST 11.60 ON ALA 49) AT WALNUT HILL, DRIVE
 CM2485'WEST ON ALA 50 FOR 4.25 MI (6.84 KM) TO MILE POST 4.30 AND TALLAPOOSA
 CM2485'COUNTY ROAD NO. 90 ON THE RIGHT, TURN RIGHT ON TALLAPOOSA COUNTY ROAD
 CM2485'NO. 90 AND DRIVE NORTHWEST, WEST, AND SOUTHWEST FOR 3.75 MI
 CM2485'(6.03 KM) TO THE END OF PAVEMENT, CONTINUE SOUTHWEST ON A GRAVEL ROAD
 CM2485'FOR 0.25 MI (0.40 KM) TO A HIGH VOLTAGE POWER LINE CROSSING AND THE
 CM2485'STATION ON THE LEFT.
 CM2485'THE STATION IS LOCATED IN A CLEARING FOR TWO HIGH VOLTAGE POWER LINES,
 CM2485'32.0 FT (9.8 M) EAST OF THE CENTER OF THE GRAVEL ROAD, 66.0 FT
 CM2485'(20.1 M) NORTH OF THE SOUTH EDGE OF THE CLEARING, 73.0 FT (22.3 M)
 CM2485'SOUTH OF THE NORTH EDGE OF THE CLEARING, 2.5 FT (0.8 M) WEST OF A
 CM2485'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2485'STATION 62-25 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2485
 CM2485                          STATION RECOVERY (2002)
 CM2485
 CM2485'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CM2485'RECOVERED IN GOOD CONDITION.
 CM2485
 CM2485                          STATION RECOVERY (2003)
 CM2485
 CM2485'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CM2485'RECOVERED IN GOOD CONDITION.
 CM2485
 CM2485                          STATION RECOVERY (2004)
 CM2485
 CM2485'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CM2485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2486 ***********************************************************************
 CM2486  DESIGNATION -  62 25
 CM2486  PID         -  CM2486
 CM2486  STATE/COUNTY-  AL/TALLAPOOSA
 CM2486  USGS QUAD   -  PONDERS (1971)
 CM2486
 CM2486                         *CURRENT SURVEY CONTROL
 CM2486  ___________________________________________________________________
 CM2486* NAD 83(1992)-  32 42 06.82051(N)    085 52 11.84103(W)     ADJUSTED  
 CM2486* NAVD 88     -       211.9    (meters)     695.     (feet)  GPS OBS   
 CM2486  ___________________________________________________________________
 CM2486  X           -     386,934.434 (meters)                     COMP
 CM2486  Y           -  -5,358,610.798 (meters)                     COMP
 CM2486  Z           -   3,426,283.947 (meters)                     COMP
 CM2486  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CM2486  ELLIP HEIGHT-         182.93  (meters)          (07/29/02) GPS OBS
 CM2486  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CM2486
 CM2486  HORZ ORDER  -  FIRST
 CM2486  ELLP ORDER  -  FOURTH    CLASS I
 CM2486
 CM2486.The horizontal coordinates were established by GPS observations
 CM2486.and adjusted by the National Geodetic Survey in September 1993..
 CM2486
 CM2486.The orthometric height was determined by GPS observations and a
 CM2486.high-resolution geoid model.
 CM2486
 CM2486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2486
 CM2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2486
 CM2486.The ellipsoidal height was determined by GPS observations
 CM2486.and is referenced to NAD 83.
 CM2486
 CM2486.The geoid height was determined by GEOID03.
 CM2486
 CM2486;                    North         East     Units Scale Factor Converg.
 CM2486;SPC AL E     -   244,136.708   196,566.183   MT  0.99996015   -0 01 11.2
 CM2486;UTM  16      - 3,618,804.111   605,920.465   MT  0.99973834   +0 36 38.1
 CM2486
 CM2486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2486!SPC AL E     -   0.99997128  x   0.99996015  =   0.99993143
 CM2486!UTM  16      -   0.99997128  x   0.99973834  =   0.99970963
 CM2486
 CM2486                          SUPERSEDED SURVEY CONTROL
 CM2486
 CM2486  ELLIP H (09/27/93)  182.98   (m)                       GP(       ) 4 1
 CM2486
 CM2486.Superseded values are not recommended for survey control.
 CM2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2486.See file dsdata.txt to determine how the superseded data were derived.
 CM2486
 CM2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0592018804(NAD 83)
 CM2486_MARKER: DD = SURVEY DISK
 CM2486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2486_SP_SET: CONCRETE POST
 CM2486_STAMPING: 62-25 1992
 CM2486_MARK LOGO: ALHD  
 CM2486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2486+STABILITY: SURFACE MOTION
 CM2486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2486+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2486
 CM2486  HISTORY     - Date     Condition        Report By
 CM2486  HISTORY     - 1992     MONUMENTED       ALHD
 CM2486  HISTORY     - 20020225 MARK NOT FOUND   ALHD
 CM2486
 CM2486                          STATION DESCRIPTION
 CM2486
 CM2486'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2486'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON A HIGH VOLTAGE POWER
 CM2486'LINE RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY, ABOUT 4.90 MI
 CM2486'(7.89 KM) WEST-SOUTHWEST OF WALNUT HILL AND ABOUT 7.60 MI (12.23 KM)
 CM2486'NORTHWEST OF REELTOWN.
 CM2486'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 50 (MILE POST
 CM2486'8.55 ON ALA 50 AND MILE POST 11.60 ON ALA 49) AT WALNUT HILL, DRIVE
 CM2486'WEST ON ALA 50 FOR 4.25 MI (6.84 KM) TO MILE POST 4.30 AND TALLAPOOSA
 CM2486'COUNTY ROAD NO. 90 ON THE RIGHT, TURN RIGHT ON TALLAPOOSA COUNTY ROAD
 CM2486'NO. 90 AND DRIVE NORTHWEST FOR 1.15 MI (1.85 KM) TO A HIGH VOLTAGE
 CM2486'POWER LINE CROSSING AND THE STATION ON THE LEFT.
 CM2486'THE STATION IS LOCATED IN A CLEARING FOR TWO HIGH VOLTAGE POWER LINES,
 CM2486'50.8 FT (15.5 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF TALLAPOOSA
 CM2486'COUNTY ROAD NO. 90, 65.0 FT (19.8 M) NORTHWEST OF THE SOUTHEAST EDGE
 CM2486'OF THE CLEARING, 78.0 FT (23.8 M) SOUTHEAST OF THE NORTHWEST EDGE OF
 CM2486'THE CLEARING, 2.7 FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS POST,
 CM2486'AND SET FLUSH WITH THE GROUND.
 CM2486'STATION 62-24 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2486
 CM2486                          STATION RECOVERY (2002)
 CM2486
 CM2486'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CM2486'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2487 ***********************************************************************
 CM2487  DESIGNATION -  62 26
 CM2487  PID         -  CM2487
 CM2487  STATE/COUNTY-  AL/TALLAPOOSA
 CM2487  USGS QUAD   -  PONDERS (1971)
 CM2487
 CM2487                         *CURRENT SURVEY CONTROL
 CM2487  ___________________________________________________________________
 CM2487* NAD 83(1992)-  32 40 24.67183(N)    085 46 05.10338(W)     ADJUSTED  
 CM2487* NAVD 88     -       209.7    (meters)     688.     (feet)  GPS OBS   
 CM2487  ___________________________________________________________________
 CM2487  X           -     396,586.679 (meters)                     COMP
 CM2487  Y           -  -5,359,607.470 (meters)                     COMP
 CM2487  Z           -   3,423,634.404 (meters)                     COMP
 CM2487  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 CM2487  ELLIP HEIGHT-         180.88  (meters)          (07/29/02) GPS OBS
 CM2487  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CM2487
 CM2487  HORZ ORDER  -  FIRST
 CM2487  ELLP ORDER  -  FOURTH    CLASS I
 CM2487
 CM2487.The horizontal coordinates were established by GPS observations
 CM2487.and adjusted by the National Geodetic Survey in September 1993..
 CM2487
 CM2487.The orthometric height was determined by GPS observations and a
 CM2487.high-resolution geoid model.
 CM2487
 CM2487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2487
 CM2487.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2487
 CM2487.The ellipsoidal height was determined by GPS observations
 CM2487.and is referenced to NAD 83.
 CM2487
 CM2487.The geoid height was determined by GEOID03.
 CM2487
 CM2487;                    North         East     Units Scale Factor Converg.
 CM2487;SPC AL E     -   240,991.406   206,119.849   MT  0.99996046   +0 02 06.8
 CM2487;UTM  16      - 3,615,764.703   615,506.141   MT  0.99976451   +0 39 54.5
 CM2487
 CM2487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2487!SPC AL E     -   0.99997160  x   0.99996046  =   0.99993206
 CM2487!UTM  16      -   0.99997160  x   0.99976451  =   0.99973612
 CM2487
 CM2487                          SUPERSEDED SURVEY CONTROL
 CM2487
 CM2487  ELLIP H (09/27/93)  180.94   (m)                       GP(       ) 4 1
 CM2487
 CM2487.Superseded values are not recommended for survey control.
 CM2487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2487.See file dsdata.txt to determine how the superseded data were derived.
 CM2487
 CM2487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1550615765(NAD 83)
 CM2487_MARKER: DD = SURVEY DISK
 CM2487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2487_SP_SET: CONCRETE POST
 CM2487_STAMPING: 62-26 1992
 CM2487_MARK LOGO: ALHD  
 CM2487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2487+STABILITY: SURFACE MOTION
 CM2487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2487+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2487
 CM2487  HISTORY     - Date     Condition        Report By
 CM2487  HISTORY     - 1992     MONUMENTED       ALHD
 CM2487
 CM2487                          STATION DESCRIPTION
 CM2487
 CM2487'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2487'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON A HIGH VOLTAGE POWER
 CM2487'LINE RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY, ABOUT 2.70 MI
 CM2487'(4.35 KM) SOUTH-SOUTHEAST OF WALNUT HILL AND ABOUT 5.00 MI (8.05 KM)
 CM2487'NORTH-NORTHEAST OF REELTOWN.
 CM2487'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 50 (MILE POST
 CM2487'11.60 ON ALA 49 AND MILE POST 8.55 ON ALA 50) AT WALNUT HILL, DRIVE
 CM2487'SOUTH ON ALA 49 FOR 2.70 MI (4.35 KM) TO MILE POST 8.90, A PAVED
 CM2487'COUNTY ROAD TO THE RIGHT, AND A COUNTY GRAVEL ROAD TO THE LEFT, TURN
 CM2487'LEFT ON THE COUNTY GRAVEL ROAD AND DRIVE EAST FOR 1.40 MI (2.25 KM)
 CM2487'TO A HIGH VOLTAGE POWER LINE CROSSING AND THE STATION ON THE LEFT.
 CM2487'THE STATION IS LOCATED IN A CLEARING FOR TWO HIGH VOLTAGE POWER LINES,
 CM2487'30.0 FT (9.1 M) NORTHWEST OF THE CENTER OF THE COUNTY GRAVEL ROAD,
 CM2487'55.0 FT (16.8 M) SOUTH OF THE NORTH EDGE OF THE CLEARING, 64.0 FT
 CM2487'(19.5 M) NORTH OF THE SOUTH EDGE OF THE CLEARING, 123.0 FT (37.5 M)
 CM2487'EAST-NORTHEAST OF THE NORTH POLE OF A POLE TOWER IN THE SOUTH POWER
 CM2487'LINE, 124.2 FT (37.9 M) NORTHEAST OF THE SOUTH POLE OF A POLE TOWER
 CM2487'IN THE SOUTH POWER LINE, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS
 CM2487'POST, AND SET FLUSH WITH THE GROUND.
 CM2487'STATION 62-27 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2488 ***********************************************************************
 CM2488  DESIGNATION -  62 27
 CM2488  PID         -  CM2488
 CM2488  STATE/COUNTY-  AL/TALLAPOOSA
 CM2488  USGS QUAD   -  PONDERS (1971)
 CM2488
 CM2488                         *CURRENT SURVEY CONTROL
 CM2488  ___________________________________________________________________
 CM2488* NAD 83(1992)-  32 40 26.79850(N)    085 45 32.67559(W)     ADJUSTED  
 CM2488* NAVD 88     -       212.5    (meters)     697.     (feet)  GPS OBS   
 CM2488  ___________________________________________________________________
 CM2488  X           -     397,426.841 (meters)                     COMP
 CM2488  Y           -  -5,359,512.142 (meters)                     COMP
 CM2488  Z           -   3,423,691.068 (meters)                     COMP
 CM2488  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 CM2488  ELLIP HEIGHT-         183.69  (meters)          (08/29/05) GPS OBS
 CM2488  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CM2488
 CM2488  HORZ ORDER  -  A
 CM2488  ELLP ORDER  -  FOURTH    CLASS I
 CM2488
 CM2488.The horizontal coordinates were established by GPS observations
 CM2488.and adjusted by the National Geodetic Survey in August 2005..
 CM2488
 CM2488.The orthometric height was determined by GPS observations and a
 CM2488.high-resolution geoid model.
 CM2488
 CM2488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2488
 CM2488.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2488
 CM2488.The ellipsoidal height was determined by GPS observations
 CM2488.and is referenced to NAD 83.
 CM2488
 CM2488.The geoid height was determined by GEOID03.
 CM2488
 CM2488;                    North         East     Units Scale Factor Converg.
 CM2488;SPC AL E     -   241,057.471   206,964.656   MT  0.99996060   +0 02 24.3
 CM2488;UTM  16      - 3,615,840.037   616,350.007   MT  0.99976693   +0 40 12.0
 CM2488
 CM2488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2488!SPC AL E     -   0.99997116  x   0.99996060  =   0.99993176
 CM2488!UTM  16      -   0.99997116  x   0.99976693  =   0.99973810
 CM2488
 CM2488                          SUPERSEDED SURVEY CONTROL
 CM2488
 CM2488  ELLIP H (07/29/02)  183.72   (m)                       GP(       ) 4 1
 CM2488  NAD 83(1992)-  32 40 26.79843(N)    085 45 32.67561(W) AD(       ) 1
 CM2488  ELLIP H (09/27/93)  183.78   (m)                       GP(       ) 4 1
 CM2488
 CM2488.Superseded values are not recommended for survey control.
 CM2488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2488.See file dsdata.txt to determine how the superseded data were derived.
 CM2488
 CM2488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1635015840(NAD 83)
 CM2488_MARKER: DD = SURVEY DISK
 CM2488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2488_SP_SET: CONCRETE POST
 CM2488_STAMPING: 62-27 1992
 CM2488_MARK LOGO: ALHD  
 CM2488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2488+STABILITY: SURFACE MOTION
 CM2488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2488+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 CM2488
 CM2488  HISTORY     - Date     Condition        Report By
 CM2488  HISTORY     - 1992     MONUMENTED       ALHD
 CM2488  HISTORY     - 20040412 GOOD             ALHD
 CM2488  HISTORY     - 20040622 GOOD             LOCSUR
 CM2488
 CM2488                          STATION DESCRIPTION
 CM2488
 CM2488'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2488'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON A HIGH VOLTAGE POWER
 CM2488'LINE RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY, ABOUT 2.90 MI
 CM2488'(4.67 KM) SOUTH-SOUTHEAST OF WALNUT HILL AND ABOUT 5.30 MI (8.53 KM)
 CM2488'NORTH-NORTHEAST OF REELTOWN.
 CM2488'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 50 (MILE POST
 CM2488'11.60 ON ALA 49 AND MILE POST 8.55 ON ALA 50) AT WALNUT HILL, DRIVE
 CM2488'SOUTH ON ALA 49 FOR 2.70 MI (4.35 KM) TO MILE POST 8.90, A PAVED
 CM2488'COUNTY ROAD TO THE RIGHT, AND A COUNTY GRAVEL ROAD TO THE LEFT, TURN
 CM2488'LEFT ON THE COUNTY GRAVEL ROAD AND DRIVE EAST FOR 1.60 MI (2.57 KM)
 CM2488'TO A Y-INTERSECTION, BEAR RIGHT AND DRIVE EAST FOR 0.35 MI (0.56 KM)
 CM2488'TO A HIGH VOLTAGE POWER LINE CROSSING, TURN LEFT ALONG THE POWER LINE
 CM2488'AND DRIVE EAST FOR 0.05 MI (0.08 KM) TO THE STATION.
 CM2488'THE STATION IS LOCATED IN A CLEARING FOR TWO HIGH VOLTAGE POWER LINES,
 CM2488'42.0 FT (12.8 M) SOUTH OF THE NORTH EDGE OF THE CLEARING, 57.0 FT
 CM2488'(17.4 M) NORTH OF THE CENTER OF A WOODS ROAD ALONG THE SOUTH SIDE OF
 CM2488'THE CLEARING, 74.0 FT (22.6 M) NORTH OF THE SOUTH EDGE OF THE
 CM2488'CLEARING, 192.8 FT (58.8 M) EAST-NORTHEAST OF A CONCRETE POLE IN THE
 CM2488'CENTER OF THE CLEARING, 195.9 FT (59.7 M) EAST OF THE SOUTH POLE OF A
 CM2488'POLE TOWER IN THE NORTH POWER LINE, 198.5 FT (60.5 M) EAST OF THE
 CM2488'NORTH POLE OF A POLE TOWER IN THE NORTH POWER LINE, 2.5 FT (0.8 M)
 CM2488'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2488'STATION 62-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2488
 CM2488                          STATION RECOVERY (2004)
 CM2488
 CM2488'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CM2488'RECOVERED IN GOOD CONDITION.
 CM2488
 CM2488                          STATION RECOVERY (2004)
 CM2488
 CM2488'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (JRM)
 CM2488'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2489 ***********************************************************************
 CM2489  DESIGNATION -  62 28
 CM2489  PID         -  CM2489
 CM2489  STATE/COUNTY-  AL/TALLAPOOSA
 CM2489  USGS QUAD   -  DADEVILLE (1971)
 CM2489
 CM2489                         *CURRENT SURVEY CONTROL
 CM2489  ___________________________________________________________________
 CM2489* NAD 83(1992)-  32 45 24.74035(N)    085 48 06.04506(W)     ADJUSTED  
 CM2489* NAVD 88     -       192.8    (meters)     633.     (feet)  GPS OBS   
 CM2489  ___________________________________________________________________
 CM2489  X           -     393,077.242 (meters)                     COMP
 CM2489  Y           -  -5,354,842.109 (meters)                     COMP
 CM2489  Z           -   3,431,402.744 (meters)                     COMP
 CM2489  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 CM2489  ELLIP HEIGHT-         163.78  (meters)          (07/29/02) GPS OBS
 CM2489  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CM2489
 CM2489  HORZ ORDER  -  FIRST
 CM2489  ELLP ORDER  -  FOURTH    CLASS I
 CM2489
 CM2489.The horizontal coordinates were established by GPS observations
 CM2489.and adjusted by the National Geodetic Survey in September 1993..
 CM2489
 CM2489.The orthometric height was determined by GPS observations and a
 CM2489.high-resolution geoid model.
 CM2489
 CM2489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2489
 CM2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2489
 CM2489.The ellipsoidal height was determined by GPS observations
 CM2489.and is referenced to NAD 83.
 CM2489
 CM2489.The geoid height was determined by GEOID03.
 CM2489
 CM2489;                    North         East     Units Scale Factor Converg.
 CM2489;SPC AL E     -   250,233.326   202,966.150   MT  0.99996011   +0 01 01.7
 CM2489;UTM  16      - 3,624,969.509   612,251.569   MT  0.99975537   +0 38 54.4
 CM2489
 CM2489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2489!SPC AL E     -   0.99997429  x   0.99996011  =   0.99993440
 CM2489!UTM  16      -   0.99997429  x   0.99975537  =   0.99972966
 CM2489
 CM2489                          SUPERSEDED SURVEY CONTROL
 CM2489
 CM2489  ELLIP H (09/27/93)  163.84   (m)                       GP(       ) 4 1
 CM2489
 CM2489.Superseded values are not recommended for survey control.
 CM2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2489.See file dsdata.txt to determine how the superseded data were derived.
 CM2489
 CM2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1225224970(NAD 83)
 CM2489_MARKER: DD = SURVEY DISK
 CM2489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2489_SP_SET: CONCRETE POST
 CM2489_STAMPING: 62-28 1992
 CM2489_MARK LOGO: ALHD  
 CM2489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2489+STABILITY: SURFACE MOTION
 CM2489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2489+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2489
 CM2489  HISTORY     - Date     Condition        Report By
 CM2489  HISTORY     - 1992     MONUMENTED       ALHD
 CM2489
 CM2489                          STATION DESCRIPTION
 CM2489
 CM2489'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2489'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON A HIGH VOLTAGE POWER
 CM2489'LINE RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY IN STILL WATERS,
 CM2489'ABOUT 5.55 MI (8.93 KM) SOUTH-SOUTHWEST OF DADEVILLE AND ABOUT 9.00
 CM2489'MI (14.48 KM) WEST-SOUTHWEST OF CAMP HILL.
 CM2489'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 50 (MILE POST
 CM2489'11.60 ON ALA 49 AND MILE POST 8.55 ON ALA 50) AT WALNUT HILL, DRIVE
 CM2489'NORTH ON ALA 49 FOR 4.20 MI (6.76 KM) TO MILE POST 15.80 AND
 CM2489'TALLAPOOSA COUNTY ROAD NO. 34 LEFT AND RIGHT, TURN LEFT ON TALLAPOOSA
 CM2489'COUNTY ROAD NO. 34 AND DRIVE WEST FOR 0.55 MI (0.89 KM) TO STILL
 CM2489'WATERS DRIVE ON THE LEFT, TURN LEFT ON STILL WATERS DRIVE AND DRIVE
 CM2489'SOUTH FOR 0.05 MI (0.08 KM) TO THE GUARD POST, ADVISE THE SECURITY
 CM2489'GUARD OF THE NATURE OF YOUR BUSINESS AND CONTINUE SOUTH, WEST, AND
 CM2489'SOUTHWEST FOR 1.30 MI (2.09 KM) TO VISTA WOOD DRIVE ON THE LEFT, TURN
 CM2489'LEFT ON VISTA WOOD DRIVE AND DRIVE EAST FOR 0.40 MI (0.64 KM) TO A
 CM2489'HIGH VOLTAGE POWER LINE CROSSING AND THE STATION ON THE LEFT.
 CM2489'THE STATION IS LOCATED IN A CLEARING FOR TWO HIGH VOLTAGE POWER LINES
 CM2489'IN STILL WATERS, 44.0 FT (13.4 M) WEST-NORTHWEST OF THE EAST EDGE OF
 CM2489'THE CLEARING, 47.7 FT (14.5 M) NORTH-NORTHEAST OF THE CENTER OF VISTA
 CM2489'WOOD DRIVE, 83.0 FT (25.3 M) EAST-SOUTHEAST OF THE WEST EDGE OF THE
 CM2489'CLEARING, 153.6 FT (46.8 M) EAST OF A WATER VALVE ACROSS THE ROAD,
 CM2489'156.7 FT (47.8 M) EAST OF A BLUE CARSONITE WATER LINE MARKER ACROSS
 CM2489'THE ROAD, 196.0 FT (59.7 M) EAST OF TELEPHONE CABLE PEDESTAL NO. BSW
 CM2489'1 ACROSS THE ROAD, 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST,
 CM2489'AND SET FLUSH WITH THE GROUND.
 CM2489'STATION 62-29 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2490 ***********************************************************************
 CM2490  DESIGNATION -  62 29
 CM2490  PID         -  CM2490
 CM2490  STATE/COUNTY-  AL/TALLAPOOSA
 CM2490  USGS QUAD   -  DADEVILLE (1971)
 CM2490
 CM2490                         *CURRENT SURVEY CONTROL
 CM2490  ___________________________________________________________________
 CM2490* NAD 83(1992)-  32 46 07.92884(N)    085 47 46.47374(W)     ADJUSTED  
 CM2490* NAVD 88     -       219.2    (meters)     719.     (feet)  GPS OBS   
 CM2490  ___________________________________________________________________
 CM2490  X           -     393,534.177 (meters)                     COMP
 CM2490  Y           -  -5,354,108.830 (meters)                     COMP
 CM2490  Z           -   3,432,535.842 (meters)                     COMP
 CM2490  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 CM2490  ELLIP HEIGHT-         190.15  (meters)          (07/29/02) GPS OBS
 CM2490  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CM2490
 CM2490  HORZ ORDER  -  FIRST
 CM2490  ELLP ORDER  -  FOURTH    CLASS I
 CM2490
 CM2490.The horizontal coordinates were established by GPS observations
 CM2490.and adjusted by the National Geodetic Survey in September 1993..
 CM2490
 CM2490.The orthometric height was determined by GPS observations and a
 CM2490.high-resolution geoid model.
 CM2490
 CM2490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2490
 CM2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2490
 CM2490.The ellipsoidal height was determined by GPS observations
 CM2490.and is referenced to NAD 83.
 CM2490
 CM2490.The geoid height was determined by GEOID03.
 CM2490
 CM2490;                    North         East     Units Scale Factor Converg.
 CM2490;SPC AL E     -   251,563.886   203,475.109   MT  0.99996015   +0 01 12.3
 CM2490;UTM  16      - 3,626,305.325   612,745.733   MT  0.99975674   +0 39 05.8
 CM2490
 CM2490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2490!SPC AL E     -   0.99997015  x   0.99996015  =   0.99993030
 CM2490!UTM  16      -   0.99997015  x   0.99975674  =   0.99972689
 CM2490
 CM2490                          SUPERSEDED SURVEY CONTROL
 CM2490
 CM2490  ELLIP H (09/27/93)  190.20   (m)                       GP(       ) 4 1
 CM2490
 CM2490.Superseded values are not recommended for survey control.
 CM2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2490.See file dsdata.txt to determine how the superseded data were derived.
 CM2490
 CM2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1274626305(NAD 83)
 CM2490_MARKER: DD = SURVEY DISK
 CM2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2490_SP_SET: CONCRETE POST
 CM2490_STAMPING: 62-29 1992
 CM2490_MARK LOGO: ALHD  
 CM2490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2490+STABILITY: SURFACE MOTION
 CM2490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2490+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2490
 CM2490  HISTORY     - Date     Condition        Report By
 CM2490  HISTORY     - 1992     MONUMENTED       ALHD
 CM2490
 CM2490                          STATION DESCRIPTION
 CM2490
 CM2490'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2490'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON A HIGH VOLTAGE POWER
 CM2490'LINE RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY IN STILL WATERS,
 CM2490'ABOUT 4.80 MI (7.72 KM) SOUTH-SOUTHWEST OF DADEVILLE AND ABOUT 8.55
 CM2490'MI (13.76 KM) WEST-SOUTHWEST OF CAMP HILL.
 CM2490'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 50 (MILE POST
 CM2490'11.60 ON ALA 49 AND MILE POST 8.55 ON ALA 50) AT WALNUT HILL, DRIVE
 CM2490'NORTH ON ALA 49 FOR 4.20 MI (6.76 KM) TO MILE POST 15.80 AND
 CM2490'TALLAPOOSA COUNTY ROAD NO. 34 LEFT AND RIGHT, TURN LEFT ON TALLAPOOSA
 CM2490'COUNTY ROAD NO. 34 AND DRIVE WEST FOR 0.60 MI (0.97 KM) TO THE
 CM2490'STATION ON THE LEFT.
 CM2490'THE STATION IS LOCATED IN A CLEARING FOR TWO HIGH VOLTAGE POWER LINES
 CM2490'IN STILL WATERS, 2.5 FT (0.8 M) SOUTH-SOUTHWEST OF A WHITE BOARD
 CM2490'FENCE, 40.3 FT (12.3 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 CM2490'TALLAPOOSA COUNTY ROAD NO. 34, 78.5 FT (23.9 M) EAST-SOUTHEAST OF A
 CM2490'TELEPHONE CABLE PEDESTAL AT WEST END OF THE WHITE BOARD FENCE, 79.0
 CM2490'FT (24.1 M) EAST-SOUTHEAST OF THE WEST END OF THE WHITE BOARD FENCE,
 CM2490'123.0 FT (37.5 M) NORTH-NORTHEAST OF THE EAST SQUARE STEEL SUPPORT
 CM2490'POST FOR LARGE CIRCUIT BREAKERS, 125.0 FT (38.1 M) NORTH-NORTHEAST OF
 CM2490'THE WEST SQUARE STEEL SUPPORT POST FOR LARGE CIRCUIT BREAKERS, 2.8 FT
 CM2490'(0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2490'GROUND.
 CM2490'STATION 62-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2490'PLEASE ADVISE SECURITY GUARD AT ENTRANCE TO STILL WATERS OF YOUR
 CM2490'PRESENCE AT THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2418 ***********************************************************************
 CM2418  DESIGNATION -  62 3
 CM2418  PID         -  CM2418
 CM2418  STATE/COUNTY-  AL/TALLAPOOSA
 CM2418  USGS QUAD   -  DADEVILLE (1971)
 CM2418
 CM2418                         *CURRENT SURVEY CONTROL
 CM2418  ___________________________________________________________________
 CM2418* NAD 83(1992)-  32 50 36.48734(N)    085 46 35.04185(W)     ADJUSTED  
 CM2418* NAVD 88     -       207.8    (meters)     682.     (feet)  VERTCON   
 CM2418  ___________________________________________________________________
 CM2418  X           -     395,057.501 (meters)                     COMP
 CM2418  Y           -  -5,349,492.269 (meters)                     COMP
 CM2418  Z           -   3,439,483.502 (meters)                     COMP
 CM2418  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 CM2418  ELLIP HEIGHT-         178.69  (meters)          (07/29/02) GPS OBS
 CM2418  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CM2418
 CM2418  HORZ ORDER  -  FIRST
 CM2418  ELLP ORDER  -  FOURTH    CLASS I
 CM2418
 CM2418.The horizontal coordinates were established by GPS observations
 CM2418.and adjusted by the National Geodetic Survey in December 1992..
 CM2418
 CM2418.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2418.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2418
 CM2418.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2418
 CM2418.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2418
 CM2418.The ellipsoidal height was determined by GPS observations
 CM2418.and is referenced to NAD 83.
 CM2418
 CM2418.The geoid height was determined by GEOID03.
 CM2418
 CM2418;                    North         East     Units Scale Factor Converg.
 CM2418;SPC AL E     -   259,837.552   205,329.717   MT  0.99996035   +0 01 51.2
 CM2418;UTM  16      - 3,634,597.282   614,508.588   MT  0.99976168   +0 39 49.3
 CM2418
 CM2418!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2418!SPC AL E     -   0.99997195  x   0.99996035  =   0.99993230
 CM2418!UTM  16      -   0.99997195  x   0.99976168  =   0.99973363
 CM2418
 CM2418:                Primary Azimuth Mark                     Grid Az
 CM2418:SPC AL E     -  62 4                                     127 15 26.0
 CM2418:UTM  16      -  62 4                                     126 37 27.9
 CM2418
 CM2418|---------------------------------------------------------------------|
 CM2418| PID    Reference Object                     Distance      Geod. Az  |
 CM2418|                                                           dddmmss.s |
 CM2418| CM2419 62 4                                422.576 METERS 1271717.2 |
 CM2418|---------------------------------------------------------------------|
 CM2418
 CM2418                          SUPERSEDED SURVEY CONTROL
 CM2418
 CM2418  ELLIP H (12/04/92)  178.73   (m)                       GP(       ) 4 1
 CM2418  NAD 83(1986)-  32 50 36.49333(N)    085 46 35.04283(W) AD(       ) 1
 CM2418  NGVD 29 (12/04/92)  207.8    (m)          682.     (f) GPS OBS        
 CM2418
 CM2418.Superseded values are not recommended for survey control.
 CM2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2418.See file dsdata.txt to determine how the superseded data were derived.
 CM2418
 CM2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1450934597(NAD 83)
 CM2418_MARKER: DD = SURVEY DISK
 CM2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2418_SP_SET: CONCRETE POST
 CM2418_STAMPING: 62-3 1991
 CM2418_MARK LOGO: ALHD  
 CM2418_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2418+STABILITY: SURFACE MOTION
 CM2418_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2418+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2418
 CM2418  HISTORY     - Date     Condition        Report By
 CM2418  HISTORY     - 1991     MONUMENTED       ALHD
 CM2418
 CM2418                          STATION DESCRIPTION
 CM2418
 CM2418'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2418'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTH RIGHT OF WAY
 CM2418'OF U. S. 280 IN DADEVILLE.
 CM2418'TO REACH THE STATION FROM THE JUNCTION OF U. S. 280 AND ALA 49 NORTH
 CM2418'(MILE POST 89.45 ON U. S. 280) IN DADEVILLE, DRIVE SOUTHEAST ON U. S.
 CM2418'280 FOR 0.25 MI (0.40 KM) TO MILE POST 89.70 AND THE STATION ON THE
 CM2418'LEFT.
 CM2418'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHEAST OF THE CREST OF A 10.0
 CM2418'FT (3.0 M) BACKSLOPE, 47.9 FT (14.6 M) SOUTHEAST OF A POWER,
 CM2418'TELEPHONE CABLE, AND STREET LIGHT SUPPORT POLE, 77.4 FT (23.6 M)
 CM2418'NORTH-NORTHEAST OF THE CENTERLINE OF THE EAST BOUND LANES OF U. S. 280
 CM2418'AND ALA 49, 1.0 FT (0.3 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 CM2418'SET FLUSH WITH THE GROUND.
 CM2418'STATION 62-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2491 ***********************************************************************
 CM2491  DESIGNATION -  62 30
 CM2491  PID         -  CM2491
 CM2491  STATE/COUNTY-  AL/TALLAPOOSA
 CM2491  USGS QUAD   -  CAMP HILL (1971)
 CM2491
 CM2491                         *CURRENT SURVEY CONTROL
 CM2491  ___________________________________________________________________
 CM2491* NAD 83(1992)-  32 46 04.16633(N)    085 44 19.11741(W)     ADJUSTED  
 CM2491* NAVD 88     -       222.8    (meters)     731.     (feet)  GPS OBS   
 CM2491  ___________________________________________________________________
 CM2491  X           -     398,921.310 (meters)                     COMP
 CM2491  Y           -  -5,353,776.140 (meters)                     COMP
 CM2491  Z           -   3,432,440.359 (meters)                     COMP
 CM2491  LAPLACE CORR-           0.85  (seconds)                    DEFLEC99
 CM2491  ELLIP HEIGHT-         193.81  (meters)          (07/29/02) GPS OBS
 CM2491  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CM2491
 CM2491  HORZ ORDER  -  FIRST
 CM2491  ELLP ORDER  -  FOURTH    CLASS I
 CM2491
 CM2491.The horizontal coordinates were established by GPS observations
 CM2491.and adjusted by the National Geodetic Survey in September 1993..
 CM2491
 CM2491.The orthometric height was determined by GPS observations and a
 CM2491.high-resolution geoid model.
 CM2491
 CM2491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2491
 CM2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2491
 CM2491.The ellipsoidal height was determined by GPS observations
 CM2491.and is referenced to NAD 83.
 CM2491
 CM2491.The geoid height was determined by GEOID03.
 CM2491
 CM2491;                    North         East     Units Scale Factor Converg.
 CM2491;SPC AL E     -   251,451.343   208,871.799   MT  0.99996097   +0 03 04.5
 CM2491;UTM  16      - 3,626,252.282   618,142.277   MT  0.99977210   +0 40 58.0
 CM2491
 CM2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2491!SPC AL E     -   0.99996957  x   0.99996097  =   0.99993054
 CM2491!UTM  16      -   0.99996957  x   0.99977210  =   0.99974168
 CM2491
 CM2491|---------------------------------------------------------------------|
 CM2491| PID    Reference Object                     Distance      Geod. Az  |
 CM2491|                                                           dddmmss.s |
 CM2491| CM2492 62 31                               328.554 METERS 08920     |
 CM2491|---------------------------------------------------------------------|
 CM2491
 CM2491                          SUPERSEDED SURVEY CONTROL
 CM2491
 CM2491  ELLIP H (09/27/93)  193.86   (m)                       GP(       ) 4 1
 CM2491
 CM2491.Superseded values are not recommended for survey control.
 CM2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2491.See file dsdata.txt to determine how the superseded data were derived.
 CM2491
 CM2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1814226252(NAD 83)
 CM2491_MARKER: DD = SURVEY DISK
 CM2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2491_SP_SET: CONCRETE POST
 CM2491_STAMPING: 62-30 1992
 CM2491_MARK LOGO: ALHD  
 CM2491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2491+STABILITY: SURFACE MOTION
 CM2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2491+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2491
 CM2491  HISTORY     - Date     Condition        Report By
 CM2491  HISTORY     - 1992     MONUMENTED       ALHD
 CM2491
 CM2491                          STATION DESCRIPTION
 CM2491
 CM2491'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2491'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE EAST RIGHT OF WAY
 CM2491'OF A COUNTY GRAVEL ROAD, ABOUT 4.80 MI (7.72 KM) SOUTH-SOUTHEAST OF
 CM2491'DADEVILLE AND ABOUT 5.40 MI (8.69 KM) WEST-SOUTHWEST OF CAMP HILL.
 CM2491'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 50 (MILE POST
 CM2491'11.60 ON ALA 49 AND MILE POST 8.55 ON ALA 50) AT WALNUT HILL, DRIVE
 CM2491'NORTH ON ALA 49 FOR 4.20 MI (6.76 KM) TO MILE POST 15.80 AND
 CM2491'TALLAPOOSA COUNTY ROAD NO. 34 LEFT AND RIGHT, TURN RIGHT ON
 CM2491'TALLAPOOSA COUNTY ROAD NO. 34 AND DRIVE EAST FOR 1.90 MI (3.06 KM) TO
 CM2491'A PAVED CROSS ROAD, CONTINUE SOUTHEAST ON TALLAPOOSA COUNTY ROAD NO.
 CM2491'34 FOR 1.25 MI (2.01 KM) TO A COUNTY GRAVEL ROAD ON THE RIGHT, TURN
 CM2491'RIGHT ON THE COUNTY GRAVEL ROAD AND DRIVE SOUTH FOR 0.10 MI
 CM2491'(0.16 KM) TO THE STATION ON THE LEFT.
 CM2491'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A FIVE STRAND BARBED
 CM2491'WIRE FENCE ON RUSTY STEEL POSTS, 19.0 FT (5.8 M) EAST-NORTHEAST OF
 CM2491'THE CENTER OF THE COUNTY GRAVEL ROAD, 62.2 FT (19.0 M) NORTHWEST OF A
 CM2491'TWELVE-INCH WOOD POST AT AN ANGLE IN THE FENCE LINE, 199.0 FT
 CM2491'(60.7 M) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCE, 3.0 FT
 CM2491'(0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2491'GROUND.
 CM2491'STATION 62-31 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2492 ***********************************************************************
 CM2492  DESIGNATION -  62 31
 CM2492  PID         -  CM2492
 CM2492  STATE/COUNTY-  AL/TALLAPOOSA
 CM2492  USGS QUAD   -  CAMP HILL (1971)
 CM2492
 CM2492                         *CURRENT SURVEY CONTROL
 CM2492  ___________________________________________________________________
 CM2492* NAD 83(1992)-  32 46 04.28910(N)    085 44 06.49465(W)     ADJUSTED  
 CM2492* NAVD 88     -       221.3    (meters)     726.     (feet)  GPS OBS   
 CM2492  ___________________________________________________________________
 CM2492  X           -     399,248.699 (meters)                     COMP
 CM2492  Y           -  -5,353,748.434 (meters)                     COMP
 CM2492  Z           -   3,432,442.738 (meters)                     COMP
 CM2492  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 CM2492  ELLIP HEIGHT-         192.33  (meters)          (07/29/02) GPS OBS
 CM2492  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CM2492
 CM2492  HORZ ORDER  -  FIRST
 CM2492  ELLP ORDER  -  FOURTH    CLASS I
 CM2492
 CM2492.The horizontal coordinates were established by GPS observations
 CM2492.and adjusted by the National Geodetic Survey in September 1993..
 CM2492
 CM2492.The orthometric height was determined by GPS observations and a
 CM2492.high-resolution geoid model.
 CM2492
 CM2492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2492
 CM2492.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2492
 CM2492.The ellipsoidal height was determined by GPS observations
 CM2492.and is referenced to NAD 83.
 CM2492
 CM2492.The geoid height was determined by GEOID03.
 CM2492
 CM2492;                    North         East     Units Scale Factor Converg.
 CM2492;SPC AL E     -   251,455.424   209,200.315   MT  0.99996104   +0 03 11.3
 CM2492;UTM  16      - 3,626,259.982   618,470.666   MT  0.99977306   +0 41 04.8
 CM2492
 CM2492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2492!SPC AL E     -   0.99996980  x   0.99996104  =   0.99993085
 CM2492!UTM  16      -   0.99996980  x   0.99977306  =   0.99974287
 CM2492
 CM2492|---------------------------------------------------------------------|
 CM2492| PID    Reference Object                     Distance      Geod. Az  |
 CM2492|                                                           dddmmss.s |
 CM2492| CM2491 62 30                               328.554 METERS 26920     |
 CM2492|---------------------------------------------------------------------|
 CM2492
 CM2492                          SUPERSEDED SURVEY CONTROL
 CM2492
 CM2492  ELLIP H (09/27/93)  192.39   (m)                       GP(       ) 4 1
 CM2492
 CM2492.Superseded values are not recommended for survey control.
 CM2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2492.See file dsdata.txt to determine how the superseded data were derived.
 CM2492
 CM2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1847126260(NAD 83)
 CM2492_MARKER: DD = SURVEY DISK
 CM2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2492_SP_SET: CONCRETE POST
 CM2492_STAMPING: 62-31 1992
 CM2492_MARK LOGO: ALHD  
 CM2492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2492+STABILITY: SURFACE MOTION
 CM2492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2492+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2492
 CM2492  HISTORY     - Date     Condition        Report By
 CM2492  HISTORY     - 1992     MONUMENTED       ALHD
 CM2492
 CM2492                          STATION DESCRIPTION
 CM2492
 CM2492'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2492'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 CM2492'OF TALLAPOOSA COUNTY ROAD NO. 34, ABOUT 4.85 MI (7.81 KM)
 CM2492'SOUTH-SOUTHEAST OF DADEVILLE AND ABOUT 5.15 MI (8.29 KM)
 CM2492'WEST-SOUTHWEST OF CAMP HILL.
 CM2492'TO REACH THE STATION FROM THE JUNCTION OF ALA 49 AND ALA 50 (MILE POST
 CM2492'11.60 ON ALA 49 AND MILE POST 8.55 ON ALA 50) AT WALNUT HILL, DRIVE
 CM2492'NORTH ON ALA 49 FOR 4.20 MI (6.76 KM) TO MILE POST 15.80 AND
 CM2492'TALLAPOOSA COUNTY ROAD NO. 34 LEFT AND RIGHT, TURN RIGHT ON
 CM2492'TALLAPOOSA COUNTY ROAD NO. 34 AND DRIVE EAST FOR 1.90 MI (3.06 KM) TO
 CM2492'A PAVED CROSS ROAD, CONTINUE SOUTHEAST ON TALLAPOOSA COUNTY ROAD NO.
 CM2492'34 FOR 1.55 MI (2.49 KM) TO THE STATION ON THE RIGHT.
 CM2492'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FIVE STRAND BARBED WIRE FENCE
 CM2492'ON RUSTY STEEL POSTS, 37.2 FT (11.3 M) SOUTH OF THE CENTERLINE OF
 CM2492'TALLAPOOSA COUNTY ROAD NO. 34, 37.2 FT (11.3 M) EAST OF A SINGLE
 CM2492'EIGHT-INCH WOOD POST IN THE FENCE LINE, 81.5 FT (24.8 M) WEST OF THE
 CM2492'WEST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 3.0 FT
 CM2492'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2492'GROUND.
 CM2492'STATION 62-30 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3840 ***********************************************************************
 DG3840  DESIGNATION -  62 32
 DG3840  PID         -  DG3840
 DG3840  STATE/COUNTY-  AL/TALLAPOOSA
 DG3840  USGS QUAD   -  HACKNEYVILLE (1969)
 DG3840
 DG3840                         *CURRENT SURVEY CONTROL
 DG3840  ___________________________________________________________________
 DG3840* NAD 83(1992)-  33 00 55.47388(N)    085 58 33.34932(W)     ADJUSTED  
 DG3840* NAVD 88     -       214.5    (meters)     704.     (feet)  GPS OBS   
 DG3840  ___________________________________________________________________
 DG3840  X           -     375,698.727 (meters)                     COMP
 DG3840  Y           -  -5,340,500.532 (meters)                     COMP
 DG3840  Z           -   3,455,492.768 (meters)                     COMP
 DG3840  LAPLACE CORR-          -0.99  (seconds)                    DEFLEC99
 DG3840  ELLIP HEIGHT-         185.34  (meters)          (07/29/02) GPS OBS
 DG3840  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3840
 DG3840  HORZ ORDER  -  FIRST
 DG3840  ELLP ORDER  -  FOURTH    CLASS I
 DG3840
 DG3840.The horizontal coordinates were established by GPS observations
 DG3840.and adjusted by the National Geodetic Survey in September 1993..
 DG3840
 DG3840.The orthometric height was determined by GPS observations and a
 DG3840.high-resolution geoid model.
 DG3840
 DG3840.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3840
 DG3840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3840
 DG3840.The ellipsoidal height was determined by GPS observations
 DG3840.and is referenced to NAD 83.
 DG3840
 DG3840.The geoid height was determined by GEOID03.
 DG3840
 DG3840;                    North         East     Units Scale Factor Converg.
 DG3840;SPC AL E     -   278,913.162   186,676.693   MT  0.99996219   -0 04 39.7
 DG3840;UTM  16      - 3,653,461.011   595,649.771   MT  0.99971280   +0 33 28.9
 DG3840
 DG3840!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3840!SPC AL E     -   0.99997090  x   0.99996219  =   0.99993309
 DG3840!UTM  16      -   0.99997090  x   0.99971280  =   0.99968371
 DG3840
 DG3840                          SUPERSEDED SURVEY CONTROL
 DG3840
 DG3840  ELLIP H (09/27/93)  185.38   (m)                       GP(       ) 4 1
 DG3840
 DG3840.Superseded values are not recommended for survey control.
 DG3840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3840.See file dsdata.txt to determine how the superseded data were derived.
 DG3840
 DG3840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9565053461(NAD 83)
 DG3840_MARKER: DD = SURVEY DISK
 DG3840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3840_SP_SET: CONCRETE POST
 DG3840_STAMPING: 62-32 1992
 DG3840_MARK LOGO: ALHD  
 DG3840_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3840+STABILITY: SURFACE MOTION
 DG3840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3840+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3840
 DG3840  HISTORY     - Date     Condition        Report By
 DG3840  HISTORY     - 1992     MONUMENTED       ALHD
 DG3840
 DG3840                          STATION DESCRIPTION
 DG3840
 DG3840'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3840'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON A HIGH VOLTAGE POWER
 DG3840'LINE RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY, ABOUT 4.00 MI
 DG3840'(6.44 KM) SOUTHWEST OF HACKNEYVILLE AND ABOUT 5.45 MI (8.77 KM)
 DG3840'NORTH-NORTHWEST OF ALEXANDER CITY.
 DG3840'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 22 WEST
 DG3840'(MILE POST 66.80 ON U.S. 280) NEAR ALEXANDER CITY, DRIVE NORTHWEST ON
 DG3840'U.S. 280 FOR 3.30 MI (5.31 KM) TO MILE POST 63.50 AND A PAVED STREET
 DG3840'(WASHINGTON STREET) ON THE RIGHT, TURN RIGHT ON THE PAVED STREET
 DG3840'(WASHINGTON STREET) AND DRIVE SOUTHEAST FOR 2.05 MI (3.30 KM) TO A
 DG3840'PAVED STREET (PEARSON CHAPEL ROAD) ON THE LEFT, TURN LEFT ON THE
 DG3840'PAVED STREET (PEARSON CHAPEL ROAD) AND DRIVE NORTH FOR 5.50 MI
 DG3840'(8.85 KM) TO A GRAVEL ROAD LEFT AND RIGHT, TURN RIGHT ON THE GRAVEL
 DG3840'ROAD AND DRIVE EAST FOR 0.60 MI (0.97 KM) TO A WOODS ROAD ON THE
 DG3840'RIGHT, TURN RIGHT ON THE WOODS ROAD AND DRIVE SOUTH AND SOUTHEAST FOR
 DG3840'0.60 MI (0.97 KM) TO A POWER LINE CROSSING AND THE STATION ON THE
 DG3840'RIGHT.
 DG3840'THE STATION IS LOCATED IN A CLEARING FOR TWO HIGH VOLTAGE POWER LINES,
 DG3840'41.0 FT (12.5 M) NORTH-NORTHEAST OF THE CENTER OF A WOODS ROADS ALONG
 DG3840'THE POWER LINE, 74.3 FT (22.6 M) WEST OF AN ALABAMA POWER COMPANY
 DG3840'CENTERLINE 200 FOOT (61.0 M) R O W SIGN, 82.0 FT (25.0 M) SOUTH OF
 DG3840'THE NORTH EDGE OF THE CLEARING, 84.0 FT (25.6 M) SOUTHWEST OF THE
 DG3840'CENTER OF THE WOODS ROAD, 90.0 FT (27.4 M) NORTH OF THE SOUTH EDGE OF
 DG3840'THE CLEARING, 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS POST, AND
 DG3840'SET FLUSH WITH THE GROUND.
 DG3840'STATION 62-33 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3841 ***********************************************************************
 DG3841  DESIGNATION -  62 33
 DG3841  PID         -  DG3841
 DG3841  STATE/COUNTY-  AL/TALLAPOOSA
 DG3841  USGS QUAD   -  HACKNEYVILLE (1969)
 DG3841
 DG3841                         *CURRENT SURVEY CONTROL
 DG3841  ___________________________________________________________________
 DG3841* NAD 83(1992)-  33 00 52.03448(N)    085 58 12.29112(W)     ADJUSTED  
 DG3841* NAVD 88     -       211.5    (meters)     694.     (feet)  GPS OBS   
 DG3841  ___________________________________________________________________
 DG3841  X           -     376,247.838 (meters)                     COMP
 DG3841  Y           -  -5,340,517.296 (meters)                     COMP
 DG3841  Z           -   3,455,402.326 (meters)                     COMP
 DG3841  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 DG3841  ELLIP HEIGHT-         182.42  (meters)          (07/29/02) GPS OBS
 DG3841  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3841
 DG3841  HORZ ORDER  -  FIRST
 DG3841  ELLP ORDER  -  FOURTH    CLASS I
 DG3841
 DG3841.The horizontal coordinates were established by GPS observations
 DG3841.and adjusted by the National Geodetic Survey in September 1993..
 DG3841
 DG3841.The orthometric height was determined by GPS observations and a
 DG3841.high-resolution geoid model.
 DG3841
 DG3841.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3841
 DG3841.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3841
 DG3841.The ellipsoidal height was determined by GPS observations
 DG3841.and is referenced to NAD 83.
 DG3841
 DG3841.The geoid height was determined by GEOID03.
 DG3841
 DG3841;                    North         East     Units Scale Factor Converg.
 DG3841;SPC AL E     -   278,806.483   187,223.094   MT  0.99996201   -0 04 28.2
 DG3841;UTM  16      - 3,653,360.426   596,197.186   MT  0.99971410   +0 33 40.3
 DG3841
 DG3841!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3841!SPC AL E     -   0.99997136  x   0.99996201  =   0.99993337
 DG3841!UTM  16      -   0.99997136  x   0.99971410  =   0.99968547
 DG3841
 DG3841                          SUPERSEDED SURVEY CONTROL
 DG3841
 DG3841  ELLIP H (09/27/93)  182.47   (m)                       GP(       ) 4 1
 DG3841
 DG3841.Superseded values are not recommended for survey control.
 DG3841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3841.See file dsdata.txt to determine how the superseded data were derived.
 DG3841
 DG3841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9619753360(NAD 83)
 DG3841_MARKER: DD = SURVEY DISK
 DG3841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3841_SP_SET: CONCRETE POST
 DG3841_STAMPING: 62-33 1992
 DG3841_MARK LOGO: ALHD  
 DG3841_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3841+STABILITY: SURFACE MOTION
 DG3841_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3841+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3841
 DG3841  HISTORY     - Date     Condition        Report By
 DG3841  HISTORY     - 1992     MONUMENTED       ALHD
 DG3841
 DG3841                          STATION DESCRIPTION
 DG3841
 DG3841'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3841'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON A HIGH VOLTAGE POWER
 DG3841'LINE RIGHT OF WAY OWNED BY ALABAMA POWER COMPANY, ABOUT 3.85 MI
 DG3841'(6.20 KM) SOUTHWEST OF HACKNEYVILLE AND ABOUT 5.30 MI (8.53 KM)
 DG3841'NORTH-NORTHWEST OF ALEXANDER CITY.
 DG3841'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 22 WEST
 DG3841'(MILE POST 66.80 ON U.S. 280) NEAR ALEXANDER CITY, DRIVE NORTHWEST ON
 DG3841'U.S. 280 FOR 3.30 MI (5.31 KM) TO MILE POST 63.50 AND A PAVED STREET
 DG3841'(WASHINGTON STREET) ON THE RIGHT, TURN RIGHT ON THE PAVED STREET
 DG3841'(WASHINGTON STREET) AND DRIVE SOUTHEAST FOR 2.05 MI (3.30 KM) TO A
 DG3841'PAVED STREET (PEARSON CHAPEL ROAD) ON THE LEFT, TURN LEFT ON THE
 DG3841'PAVED STREET (PEARSON CHAPEL ROAD) AND DRIVE NORTH FOR 5.50 MI
 DG3841'(8.85 KM) TO A GRAVEL ROAD LEFT AND RIGHT, TURN RIGHT ON THE GRAVEL
 DG3841'ROAD AND DRIVE EAST FOR 0.60 MI (0.97 KM) TO A WOODS ROAD ON THE
 DG3841'RIGHT, TURN RIGHT ON THE WOODS ROAD AND DRIVE SOUTH AND SOUTHEAST FOR
 DG3841'0.90 MI (1.45 KM) TO A WOODS ROAD ON THE LEFT, TURN LEFT ON THE WOODS
 DG3841'ROAD AND DRIVE EAST FOR 0.20 MI (0.32 KM) TO A POWER LINE CROSSING
 DG3841'AND THE STATION ON THE LEFT.
 DG3841'THE STATION IS LOCATED IN A CLEARING FOR TWO HIGH VOLTAGE POWER LINES,
 DG3841'28.0 FT (8.5 M) NORTH-NORTHWEST OF THE CENTER OF THE WOODS ROAD,
 DG3841'254.0 FT (77.4 M) WEST-NORTHWEST OF THE NORTH LEG OF A STEEL TOWER ON
 DG3841'THE SOUTH POWER LINE, 257.5 FT (78.5 M) WEST-NORTHWEST OF THE SOUTH
 DG3841'LEG OF A STEEL TOWER ON THE SOUTH POWER LINE, 4.0 FT (1.2 M) SOUTH OF
 DG3841'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3841'STATION 62-32 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2493 ***********************************************************************
 CM2493  DESIGNATION -  62 34
 CM2493  PID         -  CM2493
 CM2493  STATE/COUNTY-  AL/TALLAPOOSA
 CM2493  USGS QUAD   -  JACKSONS GAP (1971)
 CM2493
 CM2493                         *CURRENT SURVEY CONTROL
 CM2493  ___________________________________________________________________
 CM2493* NAD 83(1992)-  32 53 24.01323(N)    085 49 14.50813(W)     ADJUSTED  
 CM2493* NAVD 88     -       196.4    (meters)     644.     (feet)  GPS OBS   
 CM2493  ___________________________________________________________________
 CM2493  X           -     390,716.798 (meters)                     COMP
 CM2493  Y           -  -5,346,993.171 (meters)                     COMP
 CM2493  Z           -   3,443,812.170 (meters)                     COMP
 CM2493  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 CM2493  ELLIP HEIGHT-         167.25  (meters)          (07/29/02) GPS OBS
 CM2493  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CM2493
 CM2493  HORZ ORDER  -  FIRST
 CM2493  ELLP ORDER  -  FOURTH    CLASS I
 CM2493
 CM2493.The horizontal coordinates were established by GPS observations
 CM2493.and adjusted by the National Geodetic Survey in September 1993..
 CM2493
 CM2493.The orthometric height was determined by GPS observations and a
 CM2493.high-resolution geoid model.
 CM2493
 CM2493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2493
 CM2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2493
 CM2493.The ellipsoidal height was determined by GPS observations
 CM2493.and is referenced to NAD 83.
 CM2493
 CM2493.The geoid height was determined by GEOID03.
 CM2493
 CM2493;                    North         East     Units Scale Factor Converg.
 CM2493;SPC AL E     -   264,996.806   201,182.350   MT  0.99996002   +0 00 24.7
 CM2493;UTM  16      - 3,639,709.342   610,305.317   MT  0.99975002   +0 38 25.7
 CM2493
 CM2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2493!SPC AL E     -   0.99997374  x   0.99996002  =   0.99993376
 CM2493!UTM  16      -   0.99997374  x   0.99975002  =   0.99972377
 CM2493
 CM2493                          SUPERSEDED SURVEY CONTROL
 CM2493
 CM2493  ELLIP H (09/27/93)  167.29   (m)                       GP(       ) 4 1
 CM2493
 CM2493.Superseded values are not recommended for survey control.
 CM2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2493.See file dsdata.txt to determine how the superseded data were derived.
 CM2493
 CM2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1030539709(NAD 83)
 CM2493_MARKER: DD = SURVEY DISK
 CM2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2493_SP_SET: CONCRETE POST
 CM2493_STAMPING: 62-34 1992
 CM2493_MARK LOGO: ALHD  
 CM2493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2493+STABILITY: SURFACE MOTION
 CM2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2493+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2493
 CM2493  HISTORY     - Date     Condition        Report By
 CM2493  HISTORY     - 1992     MONUMENTED       ALHD
 CM2493
 CM2493                          STATION DESCRIPTION
 CM2493
 CM2493'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2493'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTH RIGHT OF WAY
 CM2493'OF A PAVED COUNTY ROAD, ABOUT 5.55 MI (8.93 KM) NORTHWEST OF
 CM2493'DADEVILLE AND ABOUT 7.90 MI (12.71 KM) SOUTHEAST OF ALEXANDER CITY.
 CM2493'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 49 NORTH
 CM2493'(MILE POST 89.05 ON U.S. 280 AND MILE POST 22.55 ON ALA 49) IN
 CM2493'DADEVILLE, DRIVE NORTHWEST ON U.S. 280 FOR 3.95 MI (6.36 KM) TO MILE
 CM2493'POST 85.10 AND TALLAPOOSA COUNTY ROAD NO. 57 ON THE RIGHT, TURN RIGHT
 CM2493'ON TALLAPOOSA COUNTY ROAD NO. 57 AND DRIVE NORTHEAST FOR 0.60 MI
 CM2493'(0.97 KM) TO AN INTERSECTION WITH TALLAPOOSA COUNTY ROAD NO. 57 TO
 CM2493'THE LEFT AND TALLAPOOSA COUNTY ROAD NO. 44 AHEAD, TURN LEFT ON
 CM2493'TALLAPOOSA COUNTY ROAD NO. 57 AND DRIVE NORTH FOR 0.20 MI (0.32 KM)
 CM2493'TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD
 CM2493'AND DRIVE NORTHWEST FOR 0.30 MI (0.48 KM) TO THE STATION ON THE
 CM2493'RIGHT.
 CM2493'THE STATION IS 8.2 FT (2.5 M) SOUTH-SOUTHWEST OF A FOUR STRAND BARBED
 CM2493'WIRE FENCE ON OLD WOOD POSTS, 31.0 FT (9.4 M) NORTH-NORTHEAST OF THE
 CM2493'CENTER OF THE PAVED COUNTY ROAD, 92.0 FT (28.0 M) WEST-NORTHWEST OF A
 CM2493'BLACK EIGHT-INCH FENCE POST AT AN OFFSET FENCE CORNER, 94.5 FT
 CM2493'(28.8 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P5 SFR, 8.0
 CM2493'FT (2.4 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2493'GROUND.
 CM2493'STATION 62-35 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2494 ***********************************************************************
 CM2494  DESIGNATION -  62 35
 CM2494  PID         -  CM2494
 CM2494  STATE/COUNTY-  AL/TALLAPOOSA
 CM2494  USGS QUAD   -  JACKSONS GAP (1971)
 CM2494
 CM2494                         *CURRENT SURVEY CONTROL
 CM2494  ___________________________________________________________________
 CM2494* NAD 83(1992)-  32 53 35.21297(N)    085 49 37.82871(W)     ADJUSTED  
 CM2494* NAVD 88     -       196.2    (meters)     644.     (feet)  GPS OBS   
 CM2494  ___________________________________________________________________
 CM2494  X           -     390,098.608 (meters)                     COMP
 CM2494  Y           -  -5,346,850.221 (meters)                     COMP
 CM2494  Z           -   3,444,101.751 (meters)                     COMP
 CM2494  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 CM2494  ELLIP HEIGHT-         166.99  (meters)          (07/29/02) GPS OBS
 CM2494  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CM2494
 CM2494  HORZ ORDER  -  FIRST
 CM2494  ELLP ORDER  -  FOURTH    CLASS I
 CM2494
 CM2494.The horizontal coordinates were established by GPS observations
 CM2494.and adjusted by the National Geodetic Survey in September 1993..
 CM2494
 CM2494.The orthometric height was determined by GPS observations and a
 CM2494.high-resolution geoid model.
 CM2494
 CM2494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2494
 CM2494.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2494
 CM2494.The ellipsoidal height was determined by GPS observations
 CM2494.and is referenced to NAD 83.
 CM2494
 CM2494.The geoid height was determined by GEOID03.
 CM2494
 CM2494;                    North         East     Units Scale Factor Converg.
 CM2494;SPC AL E     -   265,341.760   200,576.219   MT  0.99996000   +0 00 12.0
 CM2494;UTM  16      - 3,640,047.501   609,695.538   MT  0.99974837   +0 38 13.2
 CM2494
 CM2494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2494!SPC AL E     -   0.99997378  x   0.99996000  =   0.99993378
 CM2494!UTM  16      -   0.99997378  x   0.99974837  =   0.99972216
 CM2494
 CM2494                          SUPERSEDED SURVEY CONTROL
 CM2494
 CM2494  ELLIP H (09/27/93)  167.03   (m)                       GP(       ) 4 1
 CM2494
 CM2494.Superseded values are not recommended for survey control.
 CM2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2494.See file dsdata.txt to determine how the superseded data were derived.
 CM2494
 CM2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0969640048(NAD 83)
 CM2494_MARKER: DD = SURVEY DISK
 CM2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2494_SP_SET: CONCRETE POST
 CM2494_STAMPING: 62-35 1992
 CM2494_MARK LOGO: ALHD  
 CM2494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2494+STABILITY: SURFACE MOTION
 CM2494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2494+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2494
 CM2494  HISTORY     - Date     Condition        Report By
 CM2494  HISTORY     - 1992     MONUMENTED       ALHD
 CM2494
 CM2494                          STATION DESCRIPTION
 CM2494
 CM2494'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2494'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTH RIGHT OF WAY
 CM2494'OF A PAVED COUNTY ROAD, ABOUT 5.15 MI (8.29 KM) NORTHWEST OF
 CM2494'DADEVILLE AND ABOUT 8.30 MI (13.36 KM) SOUTHEAST OF ALEXANDER CITY.
 CM2494'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 49 NORTH
 CM2494'(MILE POST 89.05 ON U.S. 280 AND MILE POST 22.55 ON ALA 49) IN
 CM2494'DADEVILLE, DRIVE NORTHWEST ON U.S. 280 FOR 3.95 MI (6.36 KM) TO MILE
 CM2494'POST 85.10 AND TALLAPOOSA COUNTY ROAD NO. 57 ON THE RIGHT, TURN RIGHT
 CM2494'ON TALLAPOOSA COUNTY ROAD NO. 57 AND DRIVE NORTHEAST FOR 0.60 MI
 CM2494'(0.97 KM) TO AN INTERSECTION WITH TALLAPOOSA COUNTY ROAD NO. 57 TO
 CM2494'THE LEFT AND TALLAPOOSA COUNTY ROAD NO. 44 AHEAD, TURN LEFT ON
 CM2494'TALLAPOOSA COUNTY ROAD NO. 57 AND DRIVE NORTH FOR 0.20 MI (0.32 KM)
 CM2494'TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD
 CM2494'AND DRIVE NORTHWEST FOR 0.75 MI (1.21 KM) TO A PAVED ROAD ON THE
 CM2494'RIGHT AND THE STATION ON THE RIGHT IN THE NORTH EAST QUADRANT OF THE
 CM2494'INTERSECTION.
 CM2494'THE STATION IS 2.5 FT (0.8 M) WEST OF A THREE STRAND BARBED WIRE FENCE
 CM2494'ON OLD WOOD POSTS, 27.0 FT (8.2 M) EAST OF THE CENTER OF THE PAVED
 CM2494'ROAD LEADING NORTH, 28.8 FT (8.8 M) NORTH-NORTHWEST OF A POWER POLE,
 CM2494'29.1 FT (8.9 M) NORTH-NORTHWEST OF A TELEPHONE CABLE PEDESTAL, 43.7
 CM2494'FT (13.3 M) EAST-SOUTHEAST OF A STOP SIGN ACROSS THE PAVED ROAD
 CM2494'LEADING NORTH, 45.0 FT (13.7 M) NORTH OF THE EAST-WEST PAVED ROAD,
 CM2494'62.7 FT (19.1 M) NORTH OF A JACKSONS GAP TOWN LIMIT SIGN ACROSS THE
 CM2494'EAST-WEST PAVED ROAD, 2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS
 CM2494'POST, AND SET FLUSH WITH THE GROUND.
 CM2494'STATION 62-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2495 ***********************************************************************
 CM2495  DESIGNATION -  62 36
 CM2495  PID         -  CM2495
 CM2495  STATE/COUNTY-  AL/TALLAPOOSA
 CM2495  USGS QUAD   -  BUTTSTON (1971)
 CM2495
 CM2495                         *CURRENT SURVEY CONTROL
 CM2495  ___________________________________________________________________
 CM2495* NAD 83(1992)-  32 52 57.63776(N)    085 43 33.26972(W)     ADJUSTED  
 CM2495* NAVD 88     -       247.7    (meters)     813.     (feet)  GPS OBS   
 CM2495  ___________________________________________________________________
 CM2495  X           -     399,598.262 (meters)                     COMP
 CM2495  Y           -  -5,346,822.425 (meters)                     COMP
 CM2495  Z           -   3,443,157.705 (meters)                     COMP
 CM2495  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CM2495  ELLIP HEIGHT-         218.59  (meters)          (07/29/02) GPS OBS
 CM2495  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CM2495
 CM2495  HORZ ORDER  -  FIRST
 CM2495  ELLP ORDER  -  FOURTH    CLASS I
 CM2495
 CM2495.The horizontal coordinates were established by GPS observations
 CM2495.and adjusted by the National Geodetic Survey in September 1993..
 CM2495
 CM2495.The orthometric height was determined by GPS observations and a
 CM2495.high-resolution geoid model.
 CM2495
 CM2495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2495
 CM2495.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2495
 CM2495.The ellipsoidal height was determined by GPS observations
 CM2495.and is referenced to NAD 83.
 CM2495
 CM2495.The geoid height was determined by GEOID03.
 CM2495
 CM2495;                    North         East     Units Scale Factor Converg.
 CM2495;SPC AL E     -   264,189.355   210,052.085   MT  0.99996125   +0 03 30.0
 CM2495;UTM  16      - 3,639,000.155   619,181.680   MT  0.99977514   +0 41 30.5
 CM2495
 CM2495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2495!SPC AL E     -   0.99996568  x   0.99996125  =   0.99992693
 CM2495!UTM  16      -   0.99996568  x   0.99977514  =   0.99974083
 CM2495
 CM2495:                Primary Azimuth Mark                     Grid Az
 CM2495:SPC AL E     -  62 37                                    053 31 05.3
 CM2495:UTM  16      -  62 37                                    052 53 04.8
 CM2495
 CM2495|---------------------------------------------------------------------|
 CM2495| PID    Reference Object                     Distance      Geod. Az  |
 CM2495|                                                           dddmmss.s |
 CM2495| CM2496 62 37                               APPROX. 0.5 KM 0533435.3 |
 CM2495|---------------------------------------------------------------------|
 CM2495
 CM2495                          SUPERSEDED SURVEY CONTROL
 CM2495
 CM2495  ELLIP H (09/27/93)  218.64   (m)                       GP(       ) 4 1
 CM2495
 CM2495.Superseded values are not recommended for survey control.
 CM2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2495.See file dsdata.txt to determine how the superseded data were derived.
 CM2495
 CM2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1918239000(NAD 83)
 CM2495_MARKER: DD = SURVEY DISK
 CM2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2495_SP_SET: CONCRETE POST
 CM2495_STAMPING: 62-36 1992
 CM2495_MARK LOGO: ALHD  
 CM2495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2495+STABILITY: SURFACE MOTION
 CM2495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2495+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2495
 CM2495  HISTORY     - Date     Condition        Report By
 CM2495  HISTORY     - 1992     MONUMENTED       ALHD
 CM2495
 CM2495                          STATION DESCRIPTION
 CM2495
 CM2495'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2495'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTHEAST RIGHT OF
 CM2495'WAY OF A PAVED COUNTY ROAD, ABOUT 4.10 MI (6.60 KM) NORTHEAST OF
 CM2495'DADEVILLE AND ABOUT 6.80 MI (10.94 KM) NORTHWEST OF CAMP HILL.
 CM2495'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 49 NORTH
 CM2495'(MILE POST 89.05 ON U.S. 280 AND MILE POST 22.55 ON ALA 49) IN
 CM2495'DADEVILLE, DRIVE SOUTHEAST ON U.S. 280 FOR 1.90 MI (3.06 KM) TO MILE
 CM2495'POST 90.95, A TRAFFIC LIGHT, AND A PAVED COUNTY ROAD LEFT AND RIGHT,
 CM2495'TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 4.05 MI
 CM2495'(6.52 KM) TO THE STATION ON THE RIGHT.
 CM2495'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A HOGWIRE FENCE WITH TWO
 CM2495'STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 27.0 FT (8.2 M)
 CM2495'SOUTHEAST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 110.0 FT
 CM2495'(33.5 M) SOUTHWEST OF THE SOUTHWEST ONE OF THREE CONNECTED POSTS IN
 CM2495'THE FENCE LINE, 138.3 FT (42.2 M) SOUTH-SOUTHWEST OF THE SOUTHWEST
 CM2495'CROSS TIE POST OF A STEEL GATE ACROSS THE ROAD, 3.1 FT (0.9 M)
 CM2495'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2495'STATION 62-37 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2496 ***********************************************************************
 CM2496  DESIGNATION -  62 37
 CM2496  PID         -  CM2496
 CM2496  STATE/COUNTY-  AL/TALLAPOOSA
 CM2496  USGS QUAD   -  BUTTSTON (1971)
 CM2496
 CM2496                         *CURRENT SURVEY CONTROL
 CM2496  ___________________________________________________________________
 CM2496* NAD 83(1992)-  32 53 07.30640(N)    085 43 17.73986(W)     ADJUSTED  
 CM2496* NAVD 88     -       253.7    (meters)     832.     (feet)  GPS OBS   
 CM2496  ___________________________________________________________________
 CM2496  X           -     399,989.137 (meters)                     COMP
 CM2496  Y           -  -5,346,636.060 (meters)                     COMP
 CM2496  Z           -   3,443,411.090 (meters)                     COMP
 CM2496  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 CM2496  ELLIP HEIGHT-         224.57  (meters)          (07/29/02) GPS OBS
 CM2496  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CM2496
 CM2496  HORZ ORDER  -  FIRST
 CM2496  ELLP ORDER  -  FOURTH    CLASS I
 CM2496
 CM2496.The horizontal coordinates were established by GPS observations
 CM2496.and adjusted by the National Geodetic Survey in September 1993..
 CM2496
 CM2496.The orthometric height was determined by GPS observations and a
 CM2496.high-resolution geoid model.
 CM2496
 CM2496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2496
 CM2496.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2496
 CM2496.The ellipsoidal height was determined by GPS observations
 CM2496.and is referenced to NAD 83.
 CM2496
 CM2496.The geoid height was determined by GEOID03.
 CM2496
 CM2496;                    North         East     Units Scale Factor Converg.
 CM2496;SPC AL E     -   264,487.616   210,455.430   MT  0.99996135   +0 03 38.4
 CM2496;UTM  16      - 3,639,302.802   619,581.628   MT  0.99977632   +0 41 39.1
 CM2496
 CM2496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2496!SPC AL E     -   0.99996474  x   0.99996135  =   0.99992609
 CM2496!UTM  16      -   0.99996474  x   0.99977632  =   0.99974107
 CM2496
 CM2496:                Primary Azimuth Mark                     Grid Az
 CM2496:SPC AL E     -  62 36                                    233 31 05.3
 CM2496:UTM  16      -  62 36                                    232 53 04.6
 CM2496
 CM2496|---------------------------------------------------------------------|
 CM2496| PID    Reference Object                     Distance      Geod. Az  |
 CM2496|                                                           dddmmss.s |
 CM2496| CM2495 62 36                               APPROX. 0.5 KM 2333443.7 |
 CM2496|---------------------------------------------------------------------|
 CM2496
 CM2496                          SUPERSEDED SURVEY CONTROL
 CM2496
 CM2496  ELLIP H (09/27/93)  224.63   (m)                       GP(       ) 4 1
 CM2496
 CM2496.Superseded values are not recommended for survey control.
 CM2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2496.See file dsdata.txt to determine how the superseded data were derived.
 CM2496
 CM2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1958239303(NAD 83)
 CM2496_MARKER: DD = SURVEY DISK
 CM2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2496_SP_SET: CONCRETE POST
 CM2496_STAMPING: 62-37 1992
 CM2496_MARK LOGO: ALHD  
 CM2496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2496+STABILITY: SURFACE MOTION
 CM2496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2496+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2496
 CM2496  HISTORY     - Date     Condition        Report By
 CM2496  HISTORY     - 1992     MONUMENTED       ALHD
 CM2496
 CM2496                          STATION DESCRIPTION
 CM2496
 CM2496'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2496'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTHWEST RIGHT OF
 CM2496'WAY OF A PAVED COUNTY ROAD, ABOUT 4.45 MI (7.16 KM) NORTHEAST OF
 CM2496'DADEVILLE AND ABOUT 6.85 MI (11.02 KM) NORTHWEST OF CAMP HILL.
 CM2496'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 49 NORTH
 CM2496'(MILE POST 89.05 ON U.S. 280 AND MILE POST 22.55 ON ALA 49) IN
 CM2496'DADEVILLE, DRIVE SOUTHEAST ON U.S. 280 FOR 1.90 MI (3.06 KM) TO MILE
 CM2496'POST 90.95, A TRAFFIC LIGHT, AND A PAVED COUNTY ROAD LEFT AND RIGHT,
 CM2496'TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 4.40 MI
 CM2496'(7.08 KM) TO THE STATION ON THE LEFT.
 CM2496'THE STATION IS 2.9 FT (0.9 M) SOUTHEAST OF A FENCE UNDER CONSTRUCTION
 CM2496'ON WHITE TOP, GREEN STEEL POSTS, 26.3 FT (8.0 M) NORTHWEST OF THE
 CM2496'CENTERLINE OF THE PAVED COUNTY ROAD, 48.2 FT (14.7 M) EAST-NORTHEAST
 CM2496'OF THE NORTHEAST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE,
 CM2496'208.6 FT (63.6 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 57 NE,
 CM2496'210.0 FT (64.0 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. P 19,
 CM2496'219.8 FT (67.0 M) NORTHEAST OF A FENCE CORNER AT THE COUNTRY STORE,
 CM2496'3.6 FT (1.1 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CM2496'THE GROUND.
 CM2496'STATION 62-36 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2497 ***********************************************************************
 CM2497  DESIGNATION -  62 38
 CM2497  PID         -  CM2497
 CM2497  STATE/COUNTY-  AL/TALLAPOOSA
 CM2497  USGS QUAD   -  THORNTON (1971)
 CM2497
 CM2497                         *CURRENT SURVEY CONTROL
 CM2497  ___________________________________________________________________
 CM2497* NAD 83(1992)-  32 42 47.36005(N)    085 39 27.59850(W)     ADJUSTED  
 CM2497* NAVD 88     -       225.1    (meters)     739.     (feet)  GPS OBS   
 CM2497  ___________________________________________________________________
 CM2497  X           -     406,735.959 (meters)                     COMP
 CM2497  Y           -  -5,356,478.694 (meters)                     COMP
 CM2497  Z           -   3,427,342.022 (meters)                     COMP
 CM2497  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 CM2497  ELLIP HEIGHT-         196.30  (meters)          (07/29/02) GPS OBS
 CM2497  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CM2497
 CM2497  HORZ ORDER  -  FIRST
 CM2497  ELLP ORDER  -  FOURTH    CLASS I
 CM2497
 CM2497.The horizontal coordinates were established by GPS observations
 CM2497.and adjusted by the National Geodetic Survey in September 1993..
 CM2497
 CM2497.The orthometric height was determined by GPS observations and a
 CM2497.high-resolution geoid model.
 CM2497
 CM2497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2497
 CM2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2497
 CM2497.The ellipsoidal height was determined by GPS observations
 CM2497.and is referenced to NAD 83.
 CM2497
 CM2497.The geoid height was determined by GEOID03.
 CM2497
 CM2497;                    North         East     Units Scale Factor Converg.
 CM2497;SPC AL E     -   245,398.544   216,468.921   MT  0.99996334   +0 05 41.8
 CM2497;UTM  16      - 3,620,284.588   625,804.234   MT  0.99979515   +0 43 31.9
 CM2497
 CM2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2497!SPC AL E     -   0.99996918  x   0.99996334  =   0.99993252
 CM2497!UTM  16      -   0.99996918  x   0.99979515  =   0.99976434
 CM2497
 CM2497:                Primary Azimuth Mark                     Grid Az
 CM2497:SPC AL E     -  62 39                                    336 07 53.2
 CM2497:UTM  16      -  62 39                                    335 30 03.1
 CM2497
 CM2497|---------------------------------------------------------------------|
 CM2497| PID    Reference Object                     Distance      Geod. Az  |
 CM2497|                                                           dddmmss.s |
 CM2497| CM2498 62 39                               481.388 METERS 3361335.0 |
 CM2497|---------------------------------------------------------------------|
 CM2497
 CM2497                          SUPERSEDED SURVEY CONTROL
 CM2497
 CM2497  ELLIP H (09/27/93)  196.36   (m)                       GP(       ) 4 1
 CM2497
 CM2497.Superseded values are not recommended for survey control.
 CM2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2497.See file dsdata.txt to determine how the superseded data were derived.
 CM2497
 CM2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2580420285(NAD 83)
 CM2497_MARKER: DD = SURVEY DISK
 CM2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2497_SP_SET: CONCRETE POST
 CM2497_STAMPING: 62-38 1992
 CM2497_MARK LOGO: ALHD  
 CM2497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2497+STABILITY: SURFACE MOTION
 CM2497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2497+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2497
 CM2497  HISTORY     - Date     Condition        Report By
 CM2497  HISTORY     - 1992     MONUMENTED       ALHD
 CM2497
 CM2497                          STATION DESCRIPTION
 CM2497
 CM2497'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2497'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE EAST RIGHT OF WAY
 CM2497'OF TALLAPOOSA COUNTY ROAD NO. 89, ABOUT 6.10 MI (9.82 KM) SOUTH OF
 CM2497'CAMP HILL AND ABOUT 10.20 MI (16.41 KM) SOUTHEAST OF DADEVILLE.
 CM2497'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 5O WEST
 CM2497'(MILE POST 97.50 ON U.S. 280 AND MILE POST 20.55 ON ALA 50) IN CAMP
 CM2497'HILL, DRIVE SOUTHEAST ON U.S. 280 FOR 0.60 MI (0.97 KM) TO MILE POST
 CM2497'98.10, ALA 221 ON THE LEFT, AND TALLAPOOSA COUNTY ROAD NO. 89 ON THE
 CM2497'RIGHT, TURN RIGHT ON TALLAPOOSA COUNTY ROAD NO. 89 AND DRIVE SOUTH
 CM2497'FOR 2.50 MI (4.02 KM) TO A PAVED CROSS ROAD, CONTINUE SOUTH ON
 CM2497'TALLAPOOSA COUNTY ROAD NO. 89 FOR 3.20 MI (5.15 KM) TO THE STATION ON
 CM2497'THE LEFT.
 CM2497'THE STATION IS 3.6 FT (1.1 M) WEST-SOUTHWEST OF A FOUR STRAND BARBED
 CM2497'WIRE FENCE ON TREATED WOOD POSTS, 37.6 FT (11.5 M) EAST-NORTHEAST OF
 CM2497'THE CENTERLINE OF TALLAPOOSA COUNTY ROAD NO. 89, 127.0 FT (38.7 M)
 CM2497'NORTH OF A TALLAPOOSA COUNTY 89 SIGN, 127.3 FT (38.8 M)
 CM2497'NORTH-NORTHWEST OF A CONCRETE RIGHT OF WAY MARKER, 142.4 FT (43.4 M)
 CM2497'NORTH-NORTHWEST OF THE NORTH POST OF A METAL GATE, 160.7 FT (49.0 M)
 CM2497'NORTH-NORTHWEST OF A FENCE CORNER ON THE LEE-TALLAPOOSA COUNTY LINE,
 CM2497'2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CM2497'THE GROUND.
 CM2497'STATION 62-39 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2498 ***********************************************************************
 CM2498  DESIGNATION -  62 39
 CM2498  PID         -  CM2498
 CM2498  STATE/COUNTY-  AL/TALLAPOOSA
 CM2498  USGS QUAD   -  THORNTON (1971)
 CM2498
 CM2498                         *CURRENT SURVEY CONTROL
 CM2498  ___________________________________________________________________
 CM2498* NAD 83(1992)-  32 43 01.66072(N)    085 39 35.05034(W)     ADJUSTED  
 CM2498* NAVD 88     -       224.2    (meters)     736.     (feet)  GPS OBS   
 CM2498  ___________________________________________________________________
 CM2498  X           -     406,524.360 (meters)                     COMP
 CM2498  Y           -  -5,356,255.144 (meters)                     COMP
 CM2498  Z           -   3,427,712.158 (meters)                     COMP
 CM2498  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 CM2498  ELLIP HEIGHT-         195.32  (meters)          (07/29/02) GPS OBS
 CM2498  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CM2498
 CM2498  HORZ ORDER  -  FIRST
 CM2498  ELLP ORDER  -  FOURTH    CLASS I
 CM2498
 CM2498.The horizontal coordinates were established by GPS observations
 CM2498.and adjusted by the National Geodetic Survey in September 1993..
 CM2498
 CM2498.The orthometric height was determined by GPS observations and a
 CM2498.high-resolution geoid model.
 CM2498
 CM2498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2498
 CM2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2498
 CM2498.The ellipsoidal height was determined by GPS observations
 CM2498.and is referenced to NAD 83.
 CM2498
 CM2498.The geoid height was determined by GEOID03.
 CM2498
 CM2498;                    North         East     Units Scale Factor Converg.
 CM2498;SPC AL E     -   245,838.745   216,274.140   MT  0.99996326   +0 05 37.8
 CM2498;UTM  16      - 3,620,722.545   625,604.653   MT  0.99979454   +0 43 28.2
 CM2498
 CM2498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2498!SPC AL E     -   0.99996933  x   0.99996326  =   0.99993260
 CM2498!UTM  16      -   0.99996933  x   0.99979454  =   0.99976388
 CM2498
 CM2498:                Primary Azimuth Mark                     Grid Az
 CM2498:SPC AL E     -  62 38                                    156 07 53.1
 CM2498:UTM  16      -  62 38                                    155 30 02.7
 CM2498
 CM2498|---------------------------------------------------------------------|
 CM2498| PID    Reference Object                     Distance      Geod. Az  |
 CM2498|                                                           dddmmss.s |
 CM2498| CM2497 62 38                               481.388 METERS 1561330.9 |
 CM2498|---------------------------------------------------------------------|
 CM2498
 CM2498                          SUPERSEDED SURVEY CONTROL
 CM2498
 CM2498  ELLIP H (09/27/93)  195.39   (m)                       GP(       ) 4 1
 CM2498
 CM2498.Superseded values are not recommended for survey control.
 CM2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2498.See file dsdata.txt to determine how the superseded data were derived.
 CM2498
 CM2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2560520723(NAD 83)
 CM2498_MARKER: DD = SURVEY DISK
 CM2498_SETTING: 66 = SET IN ROCK OUTCROP
 CM2498_SP_SET: ROCK OUTCROP
 CM2498_STAMPING: 62-39 1992
 CM2498_MARK LOGO: ALHD  
 CM2498_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM2498_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CM2498+STABILITY: POSITION/ELEVATION WELL
 CM2498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2498+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2498
 CM2498  HISTORY     - Date     Condition        Report By
 CM2498  HISTORY     - 1992     MONUMENTED       ALHD
 CM2498
 CM2498                          STATION DESCRIPTION
 CM2498
 CM2498'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2498'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE WEST RIGHT OF WAY
 CM2498'OF TALLAPOOSA COUNTY ROAD NO. 89, ABOUT 5.80 MI (9.33 KM) SOUTH OF
 CM2498'CAMP HILL AND ABOUT 9.90 MI (15.93 KM) SOUTHEAST OF DADEVILLE.
 CM2498'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 5O WEST
 CM2498'(MILE POST 97.50 ON U.S. 280 AND MILE POST 20.55 ON ALA 50) IN CAMP
 CM2498'HILL, DRIVE SOUTHEAST ON U.S. 280 FOR 0.60 MI (0.97 KM) TO MILE POST
 CM2498'98.10, ALA 221 ON THE LEFT, AND TALLAPOOSA COUNTY ROAD NO. 89 ON THE
 CM2498'RIGHT, TURN RIGHT ON TALLAPOOSA COUNTY ROAD NO. 89 AND DRIVE SOUTH
 CM2498'FOR 2.50 MI (4.02 KM) TO A PAVED CROSS ROAD, CONTINUE SOUTH ON
 CM2498'TALLAPOOSA COUNTY ROAD NO. 89 FOR 2.90 MI (4.67 KM) TO THE STATION ON
 CM2498'THE RIGHT.
 CM2498'THE STATION IS 3.0 FT (0.9 M) EAST-NORTHEAST OF A FENCE POST WITH A NO
 CM2498'TRESSPASSING KEEP OUT SIGN, 3.3 FT (1.0 M) EAST-NORTHEAST OF A FOUR
 CM2498'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 38.0 FT (11.6 M)
 CM2498'WEST-SOUTHWEST OF THE CENTERLINE OF TALLAPOOSA COUNTY ROAD NO. 89,
 CM2498'61.9 FT (18.9 M) SOUTH OF TELEPHONE CABLE POLE NO. 317, 69.8 FT
 CM2498'(21.3 M) NORTHWEST OF THE WEST END OF A THIRTY-INCH CONCRETE PIPE
 CM2498'UNDER TALLAPOOSA COUNTY ROAD NO. 89, 2.9 FT (0.9 M) EAST OF A
 CM2498'CARSONITE WITNESS POST, AND SET IN A DRILLED HOLE IN ROCK OUTCROP 0.4
 CM2498'FT (12.2 CM) UNDERGROUND.
 CM2498'STATION 62-38 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2419 ***********************************************************************
 CM2419  DESIGNATION -  62 4
 CM2419  PID         -  CM2419
 CM2419  STATE/COUNTY-  AL/TALLAPOOSA
 CM2419  USGS QUAD   -  DADEVILLE (1971)
 CM2419
 CM2419                         *CURRENT SURVEY CONTROL
 CM2419  ___________________________________________________________________
 CM2419* NAD 83(1992)-  32 50 28.17688(N)    085 46 22.11384(W)     ADJUSTED  
 CM2419* NAVD 88     -       203.0    (meters)     666.     (feet)  VERTCON   
 CM2419  ___________________________________________________________________
 CM2419  X           -     395,402.729 (meters)                     COMP
 CM2419  Y           -  -5,349,601.978 (meters)                     COMP
 CM2419  Z           -   3,439,265.822 (meters)                     COMP
 CM2419  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CM2419  ELLIP HEIGHT-         173.93  (meters)          (07/29/02) GPS OBS
 CM2419  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CM2419
 CM2419  HORZ ORDER  -  FIRST
 CM2419  ELLP ORDER  -  FOURTH    CLASS I
 CM2419
 CM2419.The horizontal coordinates were established by GPS observations
 CM2419.and adjusted by the National Geodetic Survey in December 1992..
 CM2419
 CM2419.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2419
 CM2419.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2419
 CM2419.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2419
 CM2419.The ellipsoidal height was determined by GPS observations
 CM2419.and is referenced to NAD 83.
 CM2419
 CM2419.The geoid height was determined by GEOID03.
 CM2419
 CM2419;                    North         East     Units Scale Factor Converg.
 CM2419;SPC AL E     -   259,581.737   205,666.043   MT  0.99996040   +0 01 58.2
 CM2419;UTM  16      - 3,634,345.247   614,847.652   MT  0.99976264   +0 39 56.1
 CM2419
 CM2419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2419!SPC AL E     -   0.99997269  x   0.99996040  =   0.99993309
 CM2419!UTM  16      -   0.99997269  x   0.99976264  =   0.99973534
 CM2419
 CM2419:                Primary Azimuth Mark                     Grid Az
 CM2419:SPC AL E     -  62 3                                     307 15 26.0
 CM2419:UTM  16      -  62 3                                     306 37 28.1
 CM2419
 CM2419|---------------------------------------------------------------------|
 CM2419| PID    Reference Object                     Distance      Geod. Az  |
 CM2419|                                                           dddmmss.s |
 CM2419| CM2418 62 3                                422.576 METERS 3071724.2 |
 CM2419|---------------------------------------------------------------------|
 CM2419
 CM2419                          SUPERSEDED SURVEY CONTROL
 CM2419
 CM2419  ELLIP H (12/04/92)  173.97   (m)                       GP(       ) 4 1
 CM2419  NAD 83(1986)-  32 50 28.18286(N)    085 46 22.11482(W) AD(       ) 1
 CM2419  NGVD 29 (12/04/92)  203.0    (m)          666.     (f) GPS OBS        
 CM2419
 CM2419.Superseded values are not recommended for survey control.
 CM2419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2419.See file dsdata.txt to determine how the superseded data were derived.
 CM2419
 CM2419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1484834345(NAD 83)
 CM2419_MARKER: DD = SURVEY DISK
 CM2419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2419_SP_SET: CONCRETE POST
 CM2419_STAMPING: 62-4 1991
 CM2419_MARK LOGO: ALHD  
 CM2419_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2419_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2419+STABILITY: SURFACE MOTION
 CM2419_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2419+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 CM2419
 CM2419  HISTORY     - Date     Condition        Report By
 CM2419  HISTORY     - 1991     MONUMENTED       ALHD
 CM2419  HISTORY     - 20040901 GOOD             JCLS
 CM2419
 CM2419                          STATION DESCRIPTION
 CM2419
 CM2419'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2419'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTHEAST RIGHT OF
 CM2419'WAY OF U. S. 280 IN DADEVILLE.
 CM2419'TO REACH THE STATION FROM THE JUNCTION OF U. S. 280 AND ALA 49 NORTH
 CM2419'(MILE POST 89.45 ON U. S. 280) IN DADEVILLE, DRIVE SOUTHEAST ON U. S.
 CM2419'280 FOR 0.50 MI (0.80 KM) TO MILE POST 89.95 AND THE STATION ON THE
 CM2419'LEFT.
 CM2419'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF CONCRETE RIGHT OF WAY
 CM2419'MARKER VC-12, 29.2 FT (8.9 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CM2419'FLAGSTONE WALK AT A 90 DEGREE TURN, 36.4 FT (11.1 M) WEST-SOUTHWEST
 CM2419'OF THE WEST SIDE OF A 2.0 FT (0.6 M) HIGH ROUND STONE FLOWER BED,
 CM2419'39.3 FT (12.0 M) NORTHWEST OF A TELEPHONE CABLE POLE, 44.9 FT
 CM2419'(13.7 M) SOUTHWEST OF THE SOUTHWEST CORNER OF A LOG FORT REPLICA -
 CM2419'THE HORSESHOE BEND BAPTIST CHURCH, 90.5 FT (27.6 M) NORTHEAST OF THE
 CM2419'CENTERLINE OF THE EAST BOUND LANES OF U. S. 280 AND ALA 49, AND SET
 CM2419'FLUSH WITH THE GROUND.
 CM2419'STATION 62 3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2419
 CM2419                          STATION RECOVERY (2004)
 CM2419
 CM2419'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CM2419'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2499 ***********************************************************************
 CM2499  DESIGNATION -  62 40
 CM2499  PID         -  CM2499
 CM2499  STATE/COUNTY-  AL/TALLAPOOSA
 CM2499  USGS QUAD   -  BUTTSTON (1971)
 CM2499
 CM2499                         *CURRENT SURVEY CONTROL
 CM2499  ___________________________________________________________________
 CM2499* NAD 83(1992)-  32 52 32.11962(N)    085 38 09.45498(W)     ADJUSTED  
 CM2499* NAVD 88     -       228.5    (meters)     750.     (feet)  GPS OBS   
 CM2499  ___________________________________________________________________
 CM2499  X           -     408,022.982 (meters)                     COMP
 CM2499  Y           -  -5,346,597.990 (meters)                     COMP
 CM2499  Z           -   3,442,487.082 (meters)                     COMP
 CM2499  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 CM2499  ELLIP HEIGHT-         199.42  (meters)          (07/29/02) GPS OBS
 CM2499  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CM2499
 CM2499  HORZ ORDER  -  FIRST
 CM2499  ELLP ORDER  -  FOURTH    CLASS I
 CM2499
 CM2499.The horizontal coordinates were established by GPS observations
 CM2499.and adjusted by the National Geodetic Survey in September 1993..
 CM2499
 CM2499.The orthometric height was determined by GPS observations and a
 CM2499.high-resolution geoid model.
 CM2499
 CM2499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2499
 CM2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2499
 CM2499.The ellipsoidal height was determined by GPS observations
 CM2499.and is referenced to NAD 83.
 CM2499
 CM2499.The geoid height was determined by GEOID03.
 CM2499
 CM2499;                    North         East     Units Scale Factor Converg.
 CM2499;SPC AL E     -   263,415.422   218,470.319   MT  0.99996420   +0 06 25.7
 CM2499;UTM  16      - 3,638,319.456   627,606.483   MT  0.99980078   +0 44 25.9
 CM2499
 CM2499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2499!SPC AL E     -   0.99996869  x   0.99996420  =   0.99993289
 CM2499!UTM  16      -   0.99996869  x   0.99980078  =   0.99976948
 CM2499
 CM2499                          SUPERSEDED SURVEY CONTROL
 CM2499
 CM2499  ELLIP H (09/27/93)  199.48   (m)                       GP(       ) 4 1
 CM2499
 CM2499.Superseded values are not recommended for survey control.
 CM2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2499.See file dsdata.txt to determine how the superseded data were derived.
 CM2499
 CM2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2760638319(NAD 83)
 CM2499_MARKER: DD = SURVEY DISK
 CM2499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2499_SP_SET: CONCRETE POST
 CM2499_STAMPING: 62-40 1992
 CM2499_MARK LOGO: ALHD  
 CM2499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2499+STABILITY: SURFACE MOTION
 CM2499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2499+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2499
 CM2499  HISTORY     - Date     Condition        Report By
 CM2499  HISTORY     - 1992     MONUMENTED       ALHD
 CM2499
 CM2499                          STATION DESCRIPTION
 CM2499
 CM2499'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2499'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON PROPERTY OWNED BY
 CM2499'KIMBERLY CLARK CORPORATION, ABOUT 5.15 MI (8.29 KM) NORTH-NORTHEAST
 CM2499'OF CAMP HILL AND ABOUT 7.95 MI (12.79 KM) EAST-NORTHEAST OF
 CM2499'DADEVILLE.
 CM2499'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 50 EAST
 CM2499'(MILE POST 20.00 ON ALA 50 AND MILE POST 97.10 ON U.S. 280) IN CAMP
 CM2499'HILL, DRIVE EAST ON ALA 50 FOR 3.30 MI (5.31 KM) TO MILE POST 23.30
 CM2499'AND TALLAPOOSA COUNTY ROAD NO. 89 ON THE LEFT, TURN LEFT ON
 CM2499'TALLAPOOSA COUNTY ROAD NO. 89 AND DRIVE NORTH FOR 3.95 MI (6.36 KM)
 CM2499'TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 CM2499'NORTHWEST FOR 0.40 MI (0.64 KM) TO A T-INTERSECTION WITH A GRAVEL
 CM2499'ROAD LEFT AND RIGHT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE WEST,
 CM2499'NORTHWEST, AND WEST FOR 1.00 MI (1.61 KM) TO A LOG ROAD ON THE RIGHT,
 CM2499'TURN RIGHT ON THE LOG ROAD AND DRIVE NORTH FOR 0.15 MI (0.24 KM) TO
 CM2499'THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 CM2499'THE STATION IS LOCATED IN AN OLD LOG YARD IN A CLEAR CUT AREA, 41.0 FT
 CM2499'(12.5 M) EAST OF THE CENTER OF THE LOG ROAD, 77.0 FT (23.5 M) EAST OF
 CM2499'A PAINTED NORTH-SOUTH PROPERTY LINE, 2.4 FT (0.7 M) SOUTHEAST OF A
 CM2499'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2499'STATION 62-41 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2500 ***********************************************************************
 CM2500  DESIGNATION -  62 41
 CM2500  PID         -  CM2500
 CM2500  STATE/COUNTY-  AL/TALLAPOOSA
 CM2500  USGS QUAD   -  CAMP HILL (1971)
 CM2500
 CM2500                         *CURRENT SURVEY CONTROL
 CM2500  ___________________________________________________________________
 CM2500* NAD 83(1992)-  32 52 29.89622(N)    085 37 45.88381(W)     ADJUSTED  
 CM2500* NAVD 88     -       237.3    (meters)     779.     (feet)  GPS OBS   
 CM2500  ___________________________________________________________________
 CM2500  X           -     408,637.368 (meters)                     COMP
 CM2500  Y           -  -5,346,595.803 (meters)                     COMP
 CM2500  Z           -   3,442,434.353 (meters)                     COMP
 CM2500  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CM2500  ELLIP HEIGHT-         208.26  (meters)          (07/29/02) GPS OBS
 CM2500  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CM2500
 CM2500  HORZ ORDER  -  FIRST
 CM2500  ELLP ORDER  -  FOURTH    CLASS I
 CM2500
 CM2500.The horizontal coordinates were established by GPS observations
 CM2500.and adjusted by the National Geodetic Survey in September 1993..
 CM2500
 CM2500.The orthometric height was determined by GPS observations and a
 CM2500.high-resolution geoid model.
 CM2500
 CM2500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2500
 CM2500.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2500
 CM2500.The ellipsoidal height was determined by GPS observations
 CM2500.and is referenced to NAD 83.
 CM2500
 CM2500.The geoid height was determined by GEOID03.
 CM2500
 CM2500;                    North         East     Units Scale Factor Converg.
 CM2500;SPC AL E     -   263,348.095   219,083.175   MT  0.99996449   +0 06 38.5
 CM2500;UTM  16      - 3,638,258.917   628,219.946   MT  0.99980271   +0 44 38.6
 CM2500
 CM2500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2500!SPC AL E     -   0.99996730  x   0.99996449  =   0.99993179
 CM2500!UTM  16      -   0.99996730  x   0.99980271  =   0.99977002
 CM2500
 CM2500                          SUPERSEDED SURVEY CONTROL
 CM2500
 CM2500  ELLIP H (09/27/93)  208.32   (m)                       GP(       ) 4 1
 CM2500
 CM2500.Superseded values are not recommended for survey control.
 CM2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2500.See file dsdata.txt to determine how the superseded data were derived.
 CM2500
 CM2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2822038259(NAD 83)
 CM2500_MARKER: DD = SURVEY DISK
 CM2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2500_SP_SET: CONCRETE POST
 CM2500_STAMPING: 62-41 1992
 CM2500_MARK LOGO: ALHD  
 CM2500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2500+STABILITY: SURFACE MOTION
 CM2500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2500+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2500
 CM2500  HISTORY     - Date     Condition        Report By
 CM2500  HISTORY     - 1992     MONUMENTED       ALHD
 CM2500
 CM2500                          STATION DESCRIPTION
 CM2500
 CM2500'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2500'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON PROPERTY OWNED BY
 CM2500'KIMBERLY CLARK CORPORATION, ABOUT 5.25 MI (8.45 KM) NORTH-NORTHEAST
 CM2500'OF CAMP HILL AND ABOUT 8.30 MI (13.36 KM) EAST-NORTHEAST OF
 CM2500'DADEVILLE.
 CM2500'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 50 EAST
 CM2500'(MILE POST 20.00 ON ALA 50 AND MILE POST 97.10 ON U.S. 280) IN CAMP
 CM2500'HILL, DRIVE EAST ON ALA 50 FOR 3.30 MI (5.31 KM) TO MILE POST 23.30
 CM2500'AND TALLAPOOSA COUNTY ROAD NO. 89 ON THE LEFT, TURN LEFT ON
 CM2500'TALLAPOOSA COUNTY ROAD NO. 89 AND DRIVE NORTH FOR 3.95 MI (6.36 KM)
 CM2500'TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 CM2500'NORTHWEST FOR 0.40 MI (0.64 KM) TO A T-INTERSECTION WITH A GRAVEL
 CM2500'ROAD LEFT AND RIGHT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE WEST,
 CM2500'NORTHWEST, AND WEST 0.70 MI (1.13 KM) TO A GRAVEL ROAD ON THE RIGHT,
 CM2500'TURN RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH FOR 100 FT (30.5 M) TO
 CM2500'A LOG ROAD ON THE RIGHT, TURN RIGHT ON THE LOG ROAD AND DRIVE
 CM2500'NORTHEAST FOR 0.15 MI (0.24 KM) TO THE TOP OF A HILL AND THE STATION
 CM2500'ON THE RIGHT.
 CM2500'THE STATION IS LOCATED IN AN OLD LOG YARD IN A CLEAR CUT AREA, 17.0 FT
 CM2500'(5.2 M) SOUTHEAST OF THE CENTER OF THE LOG ROAD, 2.3 FT (0.7 M) WEST
 CM2500'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2500'STATION 62-40 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2501 ***********************************************************************
 CM2501  DESIGNATION -  62 42
 CM2501  PID         -  CM2501
 CM2501  STATE/COUNTY-  AL/TALLAPOOSA
 CM2501  USGS QUAD   -  BUTTSTON (1971)
 CM2501
 CM2501                         *CURRENT SURVEY CONTROL
 CM2501  ___________________________________________________________________
 CM2501* NAD 83(1992)-  32 56 47.06309(N)    085 38 20.83604(W)     ADJUSTED  
 CM2501* NAVD 88     -       229.4    (meters)     753.     (feet)  GPS OBS   
 CM2501  ___________________________________________________________________
 CM2501  X           -     407,403.539 (meters)                     COMP
 CM2501  Y           -  -5,342,366.127 (meters)                     COMP
 CM2501  Z           -   3,449,081.199 (meters)                     COMP
 CM2501  LAPLACE CORR-          -0.04  (seconds)                    DEFLEC99
 CM2501  ELLIP HEIGHT-         200.26  (meters)          (07/29/02) GPS OBS
 CM2501  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CM2501
 CM2501  HORZ ORDER  -  FIRST
 CM2501  ELLP ORDER  -  FOURTH    CLASS I
 CM2501
 CM2501.The horizontal coordinates were established by GPS observations
 CM2501.and adjusted by the National Geodetic Survey in September 1993..
 CM2501
 CM2501.The orthometric height was determined by GPS observations and a
 CM2501.high-resolution geoid model.
 CM2501
 CM2501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2501
 CM2501.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2501
 CM2501.The ellipsoidal height was determined by GPS observations
 CM2501.and is referenced to NAD 83.
 CM2501
 CM2501.The geoid height was determined by GEOID03.
 CM2501
 CM2501;                    North         East     Units Scale Factor Converg.
 CM2501;SPC AL E     -   271,268.456   218,160.008   MT  0.99996406   +0 06 20.2
 CM2501;UTM  16      - 3,646,167.289   627,209.362   MT  0.99979953   +0 44 24.8
 CM2501
 CM2501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2501!SPC AL E     -   0.99996856  x   0.99996406  =   0.99993262
 CM2501!UTM  16      -   0.99996856  x   0.99979953  =   0.99976810
 CM2501
 CM2501:                Primary Azimuth Mark                     Grid Az
 CM2501:SPC AL E     -  62 43                                    086 41 56.4
 CM2501:UTM  16      -  62 43                                    086 03 51.8
 CM2501
 CM2501|---------------------------------------------------------------------|
 CM2501| PID    Reference Object                     Distance      Geod. Az  |
 CM2501|                                                           dddmmss.s |
 CM2501| CM2502 62 43                               461.676 METERS 0864816.6 |
 CM2501|---------------------------------------------------------------------|
 CM2501
 CM2501                          SUPERSEDED SURVEY CONTROL
 CM2501
 CM2501  ELLIP H (09/27/93)  200.32   (m)                       GP(       ) 4 1
 CM2501
 CM2501.Superseded values are not recommended for survey control.
 CM2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2501.See file dsdata.txt to determine how the superseded data were derived.
 CM2501
 CM2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2720946167(NAD 83)
 CM2501_MARKER: DD = SURVEY DISK
 CM2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2501_SP_SET: CONCRETE POST
 CM2501_STAMPING: 62-42 1992
 CM2501_MARK LOGO: ALHD  
 CM2501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2501+STABILITY: SURFACE MOTION
 CM2501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2501+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2501
 CM2501  HISTORY     - Date     Condition        Report By
 CM2501  HISTORY     - 1992     MONUMENTED       ALHD
 CM2501
 CM2501                          STATION DESCRIPTION
 CM2501
 CM2501'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2501'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTH RIGHT OF WAY
 CM2501'OF A PAVED COUNTY ROAD, ABOUT 7.25 MI (11.67 KM) SOUTH OF DAVISTON
 CM2501'AND ABOUT 10.60 MI (17.06 KM) NORTHEAST OF DADEVILLE.
 CM2501'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 49 NORTH
 CM2501'(MILE POST 22.55 ON ALA 49 AND MILE POST 89.05 ON U.S. 280) IN
 CM2501'DADEVILLE, DRIVE NORTH ON ALA 49 FOR 7.55 MI (12.15 KM) TO MILE POST
 CM2501'30.10 AND THE SOUTH ONE OF TWO PAVED COUNTY ROADS TO THE RIGHT, TURN
 CM2501'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 4.75 MI (7.64 KM)
 CM2501'TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT, TURN LEFT
 CM2501'ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST AND EAST FOR 2.75 MI
 CM2501'(4.43 KM) TO THE STATION ON THE LEFT.
 CM2501'THE STATION IS LOCATED SOUTH OF FELLOWSHIP BAPTIST CHURCH AND CEMETARY
 CM2501'BETWEEN TWO PAVED DRIVEWAYS, 14.0 FT (4.3 M) NORTHWEST OF THE CENTER
 CM2501'OF A PAVED DRIVEWAY TO THE FRONT OF THE CHURCH, 21.0 FT (6.4 M) EAST
 CM2501'OF THE CENTER OF A PAVED DRIVEWAY TO THE BACK OF THE CHURCH, 37.0 FT
 CM2501'(11.3 M) NORTH OF THE CENTER OF THE PAVED COUNTY ROAD, 37.2 FT
 CM2501'(11.3 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A RETAINING WALL AT THE
 CM2501'SOUTHEAST CORNER OF THE CEMETARY, 50.0 FT (15.2 M) SOUTHEAST OF THE
 CM2501'SOUTHEAST CORNER OF A LULA GILMORE FULLER TOMBSTONE, 52.7 FT
 CM2501'(16.1 M) SOUTHEAST OF THE SOUTHEAST CORNER OF AN EXIE BEATRICE FULLER
 CM2501'TOMBSTONE, 78.6 FT (24.0 M) NORTH-NORTHWEST OF TRANSFORMER POWER POLE
 CM2501'NO. 302 ACROSS THE ROAD, 96.9 FT (29.5 M) SOUTH OF THE SOUTHWEST
 CM2501'CORNER OF THE WHITE FRAME CHURCH BUILDING, 107.8 FT (32.9 M)
 CM2501'SOUTHWEST OF A NIGHT LIGHT AND SERVICE POWER POLE NEAR THE SOUTHEAST
 CM2501'CORNER OF THE CHURCH BUILDING, 2.0 FT (0.6 M) SOUTH OF A CARSONITE
 CM2501'WITNESS POST, AND SET 0.1 FT (3.0 CM) UNDERGROUND.
 CM2501'STATION 62-43 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2502 ***********************************************************************
 CM2502  DESIGNATION -  62 43
 CM2502  PID         -  CM2502
 CM2502  STATE/COUNTY-  AL/TALLAPOOSA
 CM2502  USGS QUAD   -  BUTTSTON (1971)
 CM2502
 CM2502                         *CURRENT SURVEY CONTROL
 CM2502  ___________________________________________________________________
 CM2502* NAD 83(1992)-  32 56 47.89809(N)    085 38 03.08971(W)     ADJUSTED  
 CM2502* NAVD 88     -       217.6    (meters)     714.     (feet)  GPS OBS   
 CM2502  ___________________________________________________________________
 CM2502  X           -     407,861.358 (meters)                     COMP
 CM2502  Y           -  -5,342,307.241 (meters)                     COMP
 CM2502  Z           -   3,449,096.374 (meters)                     COMP
 CM2502  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 CM2502  ELLIP HEIGHT-         188.47  (meters)          (07/29/02) GPS OBS
 CM2502  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CM2502
 CM2502  HORZ ORDER  -  FIRST
 CM2502  ELLP ORDER  -  FOURTH    CLASS I
 CM2502
 CM2502.The horizontal coordinates were established by GPS observations
 CM2502.and adjusted by the National Geodetic Survey in September 1993..
 CM2502
 CM2502.The orthometric height was determined by GPS observations and a
 CM2502.high-resolution geoid model.
 CM2502
 CM2502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2502
 CM2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2502
 CM2502.The ellipsoidal height was determined by GPS observations
 CM2502.and is referenced to NAD 83.
 CM2502
 CM2502.The geoid height was determined by GEOID03.
 CM2502
 CM2502;                    North         East     Units Scale Factor Converg.
 CM2502;SPC AL E     -   271,295.039   218,620.902   MT  0.99996427   +0 06 29.9
 CM2502;UTM  16      - 3,646,198.969   627,669.858   MT  0.99980098   +0 44 34.5
 CM2502
 CM2502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2502!SPC AL E     -   0.99997041  x   0.99996427  =   0.99993468
 CM2502!UTM  16      -   0.99997041  x   0.99980098  =   0.99977140
 CM2502
 CM2502:                Primary Azimuth Mark                     Grid Az
 CM2502:SPC AL E     -  62 42                                    266 41 56.4
 CM2502:UTM  16      -  62 42                                    266 03 51.8
 CM2502
 CM2502|---------------------------------------------------------------------|
 CM2502| PID    Reference Object                     Distance      Geod. Az  |
 CM2502|                                                           dddmmss.s |
 CM2502| CM2501 62 42                               461.676 METERS 2664826.3 |
 CM2502|---------------------------------------------------------------------|
 CM2502
 CM2502                          SUPERSEDED SURVEY CONTROL
 CM2502
 CM2502  ELLIP H (09/27/93)  188.53   (m)                       GP(       ) 4 1
 CM2502
 CM2502.Superseded values are not recommended for survey control.
 CM2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2502.See file dsdata.txt to determine how the superseded data were derived.
 CM2502
 CM2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2767046199(NAD 83)
 CM2502_MARKER: DD = SURVEY DISK
 CM2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2502_SP_SET: CONCRETE POST
 CM2502_STAMPING: 62-43 1992
 CM2502_MARK LOGO: ALHD  
 CM2502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2502+STABILITY: SURFACE MOTION
 CM2502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2502+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2502
 CM2502  HISTORY     - Date     Condition        Report By
 CM2502  HISTORY     - 1992     MONUMENTED       ALHD
 CM2502
 CM2502                          STATION DESCRIPTION
 CM2502
 CM2502'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2502'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTH RIGHT OF WAY
 CM2502'OF A PAVED COUNTY ROAD, ABOUT 7.25 MI (11.67 KM) SOUTH OF DAVISTON
 CM2502'AND ABOUT 10.85 MI (17.46 KM) NORTHEAST OF DADEVILLE.
 CM2502'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 49 NORTH
 CM2502'(MILE POST 22.55 ON ALA 49 AND MILE POST 89.05 ON U.S. 280) IN
 CM2502'DADEVILLE, DRIVE NORTH ON ALA 49 FOR 7.55 MI (12.15 KM) TO MILE POST
 CM2502'30.10 AND THE SOUTH ONE OF TWO PAVED COUNTY ROADS TO THE RIGHT, TURN
 CM2502'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 4.75 MI (7.64 KM)
 CM2502'TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT, TURN LEFT
 CM2502'ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST AND EAST FOR 2.80 MI
 CM2502'(4.51 KM) TO A PAVED CROSS ROAD, CONTINUE EAST FOR 0.25 MI (0.40 KM)
 CM2502'TO THE STATION ON THE LEFT.
 CM2502'THE STATION IS 30.0 FT (9.1 M) NORTH OF THE CENTER OF THE PAVED COUNTY
 CM2502'ROAD, 141.7 FT (43.2 M) EAST OF A POWER POLE WITH TWO GUY WIRES, 2.6
 CM2502'FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2502'GROUND.
 CM2502'STATION 62-42 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2503 ***********************************************************************
 CM2503  DESIGNATION -  62 44
 CM2503  PID         -  CM2503
 CM2503  STATE/COUNTY-  AL/TALLAPOOSA
 CM2503  USGS QUAD   -  JACKSONS GAP (1971)
 CM2503
 CM2503                         *CURRENT SURVEY CONTROL
 CM2503  ___________________________________________________________________
 CM2503* NAD 83(1992)-  32 59 06.01718(N)    085 49 43.94517(W)     ADJUSTED  
 CM2503* NAVD 88     -       218.5    (meters)     717.     (feet)  GPS OBS   
 CM2503  ___________________________________________________________________
 CM2503  X           -     389,538.360 (meters)                     COMP
 CM2503  Y           -  -5,341,353.739 (meters)                     COMP
 CM2503  Z           -   3,452,666.864 (meters)                     COMP
 CM2503  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 CM2503  ELLIP HEIGHT-         189.34  (meters)          (07/29/02) GPS OBS
 CM2503  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CM2503
 CM2503  HORZ ORDER  -  FIRST
 CM2503  ELLP ORDER  -  FOURTH    CLASS I
 CM2503
 CM2503.The horizontal coordinates were established by GPS observations
 CM2503.and adjusted by the National Geodetic Survey in September 1993..
 CM2503
 CM2503.The orthometric height was determined by GPS observations and a
 CM2503.high-resolution geoid model.
 CM2503
 CM2503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2503
 CM2503.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2503
 CM2503.The ellipsoidal height was determined by GPS observations
 CM2503.and is referenced to NAD 83.
 CM2503
 CM2503.The geoid height was determined by GEOID03.
 CM2503
 CM2503;                    North         East     Units Scale Factor Converg.
 CM2503;SPC AL E     -   275,532.262   200,416.825   MT  0.99996000   +0 00 08.7
 CM2503;UTM  16      - 3,650,233.453   609,423.374   MT  0.99974763   +0 38 15.5
 CM2503
 CM2503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2503!SPC AL E     -   0.99997027  x   0.99996000  =   0.99993028
 CM2503!UTM  16      -   0.99997027  x   0.99974763  =   0.99971791
 CM2503
 CM2503:                Primary Azimuth Mark                     Grid Az
 CM2503:SPC AL E     -  62 45                                    106 37 44.8
 CM2503:UTM  16      -  62 45                                    105 59 38.0
 CM2503
 CM2503|---------------------------------------------------------------------|
 CM2503| PID    Reference Object                     Distance      Geod. Az  |
 CM2503|                                                           dddmmss.s |
 CM2503| CM2504 62 45                               APPROX. 0.5 KM 1063753.5 |
 CM2503|---------------------------------------------------------------------|
 CM2503
 CM2503                          SUPERSEDED SURVEY CONTROL
 CM2503
 CM2503  ELLIP H (09/27/93)  189.39   (m)                       GP(       ) 4 1
 CM2503
 CM2503.Superseded values are not recommended for survey control.
 CM2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2503.See file dsdata.txt to determine how the superseded data were derived.
 CM2503
 CM2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0942350233(NAD 83)
 CM2503_MARKER: DD = SURVEY DISK
 CM2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2503_SP_SET: CONCRETE POST
 CM2503_STAMPING: 62-44 1992
 CM2503_MARK LOGO: ALHD  
 CM2503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2503+STABILITY: SURFACE MOTION
 CM2503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2503+SATELLITE: SATELLITE OBSERVATIONS - February 04, 2002
 CM2503
 CM2503  HISTORY     - Date     Condition        Report By
 CM2503  HISTORY     - 1992     MONUMENTED       ALHD
 CM2503  HISTORY     - 20020203 GOOD             JCLS
 CM2503  HISTORY     - 20020204 GOOD             JCLS
 CM2503
 CM2503                          STATION DESCRIPTION
 CM2503
 CM2503'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2503'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE RIGHT OF WAY OF AN
 CM2503'ALABAMA POWER COMPANY HIGH VOLTAGE POWER LINE, ABOUT 4.70 MI
 CM2503'(7.56 KM) SOUTHWEST OF NEW SITE AND ABOUT 7.90 MI (12.71 KM)
 CM2503'NORTHEAST OF ALEXANDER CITY.
 CM2503'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 SOUTH
 CM2503'(MILE POST 131.15 ON ALA 22 AND MILE POST 38.60 ON ALA 49) IN NEW
 CM2503'SITE, DRIVE SOUTHWEST ON ALA 22 FOR 3.50 MI (5.63 KM) TO MILE POST
 CM2503'127.65 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED
 CM2503'COUNTY ROAD AND DRIVE SOUTHWEST FOR 1.45 MI (2.33 KM) TO A PAVED
 CM2503'CROSS ROAD, CONTINUE SOUTHWEST FOR 0.25 MI (0.40 KM) TO A HIGH
 CM2503'VOLTAGE POWER LINE CROSSING AND THE STATION ON THE LEFT.
 CM2503'THE STATION IS LOCATED IN A CLEARED RIGHT OF WAY FOR TWO HIGH VOLTAGE
 CM2503'POWER LINES, 11.7 FT (3.6 M) WEST OF A THIS IS THE CENTERLINE OF OUR
 CM2503'200 FOOT (61.0 M) WIDE R O W SOUTHERN ELECTRIC GENERATING COMPANY
 CM2503'SIGN, 56.0 FT (17.1 M) SOUTH-SOUTHEAST OF THE CENTER OF THE PAVED
 CM2503'COUNTY ROAD, 84.0 FT (25.6 M) SOUTHWEST OF THE NORTHEAST SIDE OF THE
 CM2503'CLEARING, 87.1 FT (26.5 M) NORTHEAST OF A POWER POLE, 110.0 FT
 CM2503'(33.5 M) NORTHEAST OF THE SOUTHWEST SIDE OF THE CLEARING, 2.4 FT
 CM2503'(0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2503'GROUND.
 CM2503'STATION 62-45 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2503
 CM2503                          STATION RECOVERY (2002)
 CM2503
 CM2503'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 CM2503'RECOVERED IN GOOD CONDITION.
 CM2503
 CM2503                          STATION RECOVERY (2002)
 CM2503
 CM2503'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 CM2503'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2504 ***********************************************************************
 CM2504  DESIGNATION -  62 45
 CM2504  PID         -  CM2504
 CM2504  STATE/COUNTY-  AL/TALLAPOOSA
 CM2504  USGS QUAD   -  JACKSONS GAP (1971)
 CM2504
 CM2504                         *CURRENT SURVEY CONTROL
 CM2504  ___________________________________________________________________
 CM2504* NAD 83(1992)-  32 59 01.19099(N)    085 49 24.77667(W)     ADJUSTED  
 CM2504* NAVD 88     -       220.4    (meters)     723.     (feet)  GPS OBS   
 CM2504  ___________________________________________________________________
 CM2504  X           -     390,040.751 (meters)                     COMP
 CM2504  Y           -  -5,341,399.852 (meters)                     COMP
 CM2504  Z           -   3,452,543.191 (meters)                     COMP
 CM2504  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CM2504  ELLIP HEIGHT-         191.26  (meters)          (07/29/02) GPS OBS
 CM2504  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CM2504
 CM2504  HORZ ORDER  -  FIRST
 CM2504  ELLP ORDER  -  FOURTH    CLASS I
 CM2504
 CM2504.The horizontal coordinates were established by GPS observations
 CM2504.and adjusted by the National Geodetic Survey in September 1993..
 CM2504
 CM2504.The orthometric height was determined by GPS observations and a
 CM2504.high-resolution geoid model.
 CM2504
 CM2504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2504
 CM2504.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2504
 CM2504.The ellipsoidal height was determined by GPS observations
 CM2504.and is referenced to NAD 83.
 CM2504
 CM2504.The geoid height was determined by GEOID03.
 CM2504
 CM2504;                    North         East     Units Scale Factor Converg.
 CM2504;SPC AL E     -   275,383.622   200,914.502   MT  0.99996001   +0 00 19.2
 CM2504;UTM  16      - 3,650,090.371   609,922.563   MT  0.99974898   +0 38 25.9
 CM2504
 CM2504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2504!SPC AL E     -   0.99996997  x   0.99996001  =   0.99992998
 CM2504!UTM  16      -   0.99996997  x   0.99974898  =   0.99971896
 CM2504
 CM2504:                Primary Azimuth Mark                     Grid Az
 CM2504:SPC AL E     -  62 44                                    286 37 44.8
 CM2504:UTM  16      -  62 44                                    285 59 38.1
 CM2504
 CM2504|---------------------------------------------------------------------|
 CM2504| PID    Reference Object                     Distance      Geod. Az  |
 CM2504|                                                           dddmmss.s |
 CM2504| CM2503 62 44                               APPROX. 0.5 KM 2863804.0 |
 CM2504|---------------------------------------------------------------------|
 CM2504
 CM2504                          SUPERSEDED SURVEY CONTROL
 CM2504
 CM2504  ELLIP H (09/27/93)  191.31   (m)                       GP(       ) 4 1
 CM2504
 CM2504.Superseded values are not recommended for survey control.
 CM2504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2504.See file dsdata.txt to determine how the superseded data were derived.
 CM2504
 CM2504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0992350090(NAD 83)
 CM2504_MARKER: DD = SURVEY DISK
 CM2504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2504_SP_SET: CONCRETE POST
 CM2504_STAMPING: 62-45 1992
 CM2504_MARK LOGO: ALHD  
 CM2504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2504+STABILITY: SURFACE MOTION
 CM2504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2504+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2504
 CM2504  HISTORY     - Date     Condition        Report By
 CM2504  HISTORY     - 1992     MONUMENTED       ALHD
 CM2504
 CM2504                          STATION DESCRIPTION
 CM2504
 CM2504'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2504'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE RIGHT OF WAY OF AN
 CM2504'ALABAMA POWER COMPANY HIGH VOLTAGE POWER LINE, ABOUT 4.60 MI
 CM2504'(7.40 KM) SOUTHWEST OF NEW SITE AND ABOUT 8.15 MI (13.12 KM)
 CM2504'NORTHEAST OF ALEXANDER CITY.
 CM2504'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 SOUTH
 CM2504'(MILE POST 131.15 ON ALA 22 AND MILE POST 38.60 ON ALA 49) IN NEW
 CM2504'SITE, DRIVE SOUTHWEST ON ALA 22 FOR 3.50 MI (5.63 KM) TO MILE POST
 CM2504'127.65 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED
 CM2504'COUNTY ROAD AND DRIVE SOUTHWEST FOR 1.45 MI (2.33 KM) TO A PAVED
 CM2504'CROSS ROAD, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTHEAST
 CM2504'FOR 0.25 MI (0.40 KM) TO A HIGH VOLTAGE POWER LINE CROSSING AND THE
 CM2504'STATION ON THE LEFT.
 CM2504'THE STATION IS LOCATED IN A CLEARED RIGHT OF WAY FOR TWO HIGH VOLTAGE
 CM2504'POWER LINES, 21.0 FT (6.4 M) NORTH OF THE CENTER OF A WOODS ROAD
 CM2504'UNDER THE POWER LINES, 42.0 FT (12.8 M) EAST-NORTHEAST OF THE CENTER
 CM2504'OF THE PAVED COUNTY ROAD, 85.0 FT (25.9 M) NORTHEAST OF THE SOUTHWEST
 CM2504'SIDE OF THE CLEARING, 96.0 FT (29.3 M) SOUTHWEST OF THE NORTHEAST
 CM2504'SIDE OF THE CLEARING, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS
 CM2504'POST, AND SET FLUSH WITH THE GROUND.
 CM2504'STATION 62-44 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2505 ***********************************************************************
 CM2505  DESIGNATION -  62 46
 CM2505  PID         -  CM2505
 CM2505  STATE/COUNTY-  AL/TALLAPOOSA
 CM2505  USGS QUAD   -  JACKSONS GAP (1971)
 CM2505
 CM2505                         *CURRENT SURVEY CONTROL
 CM2505  ___________________________________________________________________
 CM2505* NAD 83(1992)-  32 57 17.50589(N)    085 45 38.65679(W)     ADJUSTED  
 CM2505* NAVD 88     -       214.4    (meters)     703.     (feet)  GPS OBS   
 CM2505  ___________________________________________________________________
 CM2505  X           -     396,024.202 (meters)                     COMP
 CM2505  Y           -  -5,342,697.550 (meters)                     COMP
 CM2505  Z           -   3,449,860.024 (meters)                     COMP
 CM2505  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CM2505  ELLIP HEIGHT-         185.23  (meters)          (07/29/02) GPS OBS
 CM2505  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CM2505
 CM2505  HORZ ORDER  -  FIRST
 CM2505  ELLP ORDER  -  FOURTH    CLASS I
 CM2505
 CM2505.The horizontal coordinates were established by GPS observations
 CM2505.and adjusted by the National Geodetic Survey in September 1993..
 CM2505
 CM2505.The orthometric height was determined by GPS observations and a
 CM2505.high-resolution geoid model.
 CM2505
 CM2505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2505
 CM2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2505
 CM2505.The ellipsoidal height was determined by GPS observations
 CM2505.and is referenced to NAD 83.
 CM2505
 CM2505.The geoid height was determined by GEOID03.
 CM2505
 CM2505;                    North         East     Units Scale Factor Converg.
 CM2505;SPC AL E     -   272,191.857   206,787.449   MT  0.99996057   +0 02 22.2
 CM2505;UTM  16      - 3,646,964.520   615,829.320   MT  0.99976542   +0 40 27.1
 CM2505
 CM2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2505!SPC AL E     -   0.99997092  x   0.99996057  =   0.99993149
 CM2505!UTM  16      -   0.99997092  x   0.99976542  =   0.99973635
 CM2505
 CM2505                          SUPERSEDED SURVEY CONTROL
 CM2505
 CM2505  ELLIP H (09/27/93)  185.28   (m)                       GP(       ) 4 1
 CM2505
 CM2505.Superseded values are not recommended for survey control.
 CM2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2505.See file dsdata.txt to determine how the superseded data were derived.
 CM2505
 CM2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1582946965(NAD 83)
 CM2505_MARKER: DD = SURVEY DISK
 CM2505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2505_SP_SET: CONCRETE POST
 CM2505_STAMPING: 62-46 1992
 CM2505_MARK LOGO: ALHD  
 CM2505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2505+STABILITY: SURFACE MOTION
 CM2505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2505+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2505
 CM2505  HISTORY     - Date     Condition        Report By
 CM2505  HISTORY     - 1992     MONUMENTED       ALHD
 CM2505
 CM2505                          STATION DESCRIPTION
 CM2505
 CM2505'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2505'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE EAST RIGHT OF WAY
 CM2505'OF ALA 49, ABOUT 8.30 MI (13.36 KM) NORTH OF DADEVILLE AND ABOUT
 CM2505'11.20 MI (18.02 KM) EAST OF ALEXANDER CITY.
 CM2505'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 49 NORTH
 CM2505'(MILE POST 22.55 ON ALA 49 AND MILE POAT 89.05 ON U.S. 280) IN
 CM2505'DADEVILLE, DRIVE NORTH ON ALA 49 FOR 8.80 MI (14.16 KM) TO MILE POST
 CM2505'31.35, A HIGH VOLTAGE POWER LINE CROSSING, AND THE STATION ON THE
 CM2505'RIGHT.
 CM2505'THE STATION IS 58.0 FT (17.7 M) EAST OF THE CENTERLINE OF ALA 49, 95.0
 CM2505'FT (29.0 M) NORTH-NORTHEAST OF THE SOUTH SIDE OF THE POWER LINE
 CM2505'CLEARING, 100.0 FT (30.5 M) SOUTH-SOUTHWEST OF THE NORTH SIDE OF THE
 CM2505'POWER LINE CLEARING, 2.5 FT (0.8 M) WEST OF A CARSONITE WITNESS POST,
 CM2505'AND SET FLUSH WITH THE GROUND.
 CM2505'STATION 62-47 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2506 ***********************************************************************
 CM2506  DESIGNATION -  62 47
 CM2506  PID         -  CM2506
 CM2506  STATE/COUNTY-  AL/TALLAPOOSA
 CM2506  USGS QUAD   -  BUTTSTON (1971)
 CM2506
 CM2506                         *CURRENT SURVEY CONTROL
 CM2506  ___________________________________________________________________
 CM2506* NAD 83(1992)-  32 56 46.37350(N)    085 44 43.34910(W)     ADJUSTED  
 CM2506* NAVD 88     -       242.4    (meters)     795.     (feet)  GPS OBS   
 CM2506  ___________________________________________________________________
 CM2506  X           -     397,497.221 (meters)                     COMP
 CM2506  Y           -  -5,343,134.845 (meters)                     COMP
 CM2506  Z           -   3,449,070.430 (meters)                     COMP
 CM2506  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CM2506  ELLIP HEIGHT-         213.24  (meters)          (07/29/02) GPS OBS
 CM2506  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CM2506
 CM2506  HORZ ORDER  -  FIRST
 CM2506  ELLP ORDER  -  FOURTH    CLASS I
 CM2506
 CM2506.The horizontal coordinates were established by GPS observations
 CM2506.and adjusted by the National Geodetic Survey in September 1993..
 CM2506
 CM2506.The orthometric height was determined by GPS observations and a
 CM2506.high-resolution geoid model.
 CM2506
 CM2506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2506
 CM2506.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2506
 CM2506.The ellipsoidal height was determined by GPS observations
 CM2506.and is referenced to NAD 83.
 CM2506
 CM2506.The geoid height was determined by GEOID03.
 CM2506
 CM2506;                    North         East     Units Scale Factor Converg.
 CM2506;SPC AL E     -   271,233.908   208,224.668   MT  0.99996083   +0 02 52.2
 CM2506;UTM  16      - 3,646,022.731   617,276.782   MT  0.99976959   +0 40 56.7
 CM2506
 CM2506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2506!SPC AL E     -   0.99996652  x   0.99996083  =   0.99992735
 CM2506!UTM  16      -   0.99996652  x   0.99976959  =   0.99973612
 CM2506
 CM2506                          SUPERSEDED SURVEY CONTROL
 CM2506
 CM2506  ELLIP H (09/27/93)  213.30   (m)                       GP(       ) 4 1
 CM2506
 CM2506.Superseded values are not recommended for survey control.
 CM2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2506.See file dsdata.txt to determine how the superseded data were derived.
 CM2506
 CM2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1727746023(NAD 83)
 CM2506_MARKER: DD = SURVEY DISK
 CM2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2506_SP_SET: CONCRETE POST
 CM2506_STAMPING: 62-47 1992
 CM2506_MARK LOGO: ALHD  
 CM2506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2506+STABILITY: SURFACE MOTION
 CM2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2506+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2506
 CM2506  HISTORY     - Date     Condition        Report By
 CM2506  HISTORY     - 1992     MONUMENTED       ALHD
 CM2506
 CM2506                          STATION DESCRIPTION
 CM2506
 CM2506'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2506'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTHEAST RIGHT OF
 CM2506'WAY OF A PAVED COUNTY ROAD, ABOUT 7.90 MI (12.71 KM) NORTH OF
 CM2506'DADEVILLE AND ABOUT 12.00 MI (19.31 KM) EAST OF ALEXANDER CITY.
 CM2506'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 49 NORTH
 CM2506'(MILE POST 22.55 ON ALA 49 AND MILE POAT 89.05 ON U.S. 280) IN
 CM2506'DADEVILLE, DRIVE NORTH ON ALA 49 FOR 7.55 MI (12.15 KM) TO MILE POST
 CM2506'30.10 AND THE NORTH ONE OF TWO PAVED COUNTY ROADS TO THE RIGHT, TURN
 CM2506'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 0.30 MI
 CM2506'(0.48 KM) TO A HIGH VOLTAGE POWER LINE CROSSING AND THE STATION ON
 CM2506'THE RIGHT.
 CM2506'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A FOUR STRAND BARBED WIRE
 CM2506'FENCE ON TREATED WOOD POSTS, 27.0 FT (8.2 M) SOUTHEAST OF THE CENTER
 CM2506'OF THE PAVED COUNTY ROAD, 92.4 FT (28.2 M) NORTHEAST OF A TELEPHONE
 CM2506'CABLE PEDESTAL LABELED STRAIGHT SPLICE, 2.9 FT (0.9 M) NORTHWEST OF A
 CM2506'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2506'STATION 62-46 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2507 ***********************************************************************
 CM2507  DESIGNATION -  62 48
 CM2507  PID         -  CM2507
 CM2507  STATE/COUNTY-  AL/TALLAPOOSA
 CM2507  USGS QUAD   -  BUTTSTON (1971)
 CM2507
 CM2507                         *CURRENT SURVEY CONTROL
 CM2507  ___________________________________________________________________
 CM2507* NAD 83(1992)-  32 59 57.79777(N)    085 42 23.34455(W)     ADJUSTED  
 CM2507* NAVD 88     -       217.5    (meters)     714.     (feet)  GPS OBS   
 CM2507  ___________________________________________________________________
 CM2507  X           -     400,881.989 (meters)                     COMP
 CM2507  Y           -  -5,339,642.393 (meters)                     COMP
 CM2507  Z           -   3,454,004.302 (meters)                     COMP
 CM2507  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 CM2507  ELLIP HEIGHT-         188.31  (meters)          (07/29/02) GPS OBS
 CM2507  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CM2507
 CM2507  HORZ ORDER  -  FIRST
 CM2507  ELLP ORDER  -  FOURTH    CLASS I
 CM2507
 CM2507.The horizontal coordinates were established by GPS observations
 CM2507.and adjusted by the National Geodetic Survey in September 1993..
 CM2507
 CM2507.The orthometric height was determined by GPS observations and a
 CM2507.high-resolution geoid model.
 CM2507
 CM2507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2507
 CM2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2507
 CM2507.The ellipsoidal height was determined by GPS observations
 CM2507.and is referenced to NAD 83.
 CM2507
 CM2507.The geoid height was determined by GEOID03.
 CM2507
 CM2507;                    North         East     Units Scale Factor Converg.
 CM2507;SPC AL E     -   277,134.528   211,854.034   MT  0.99996173   +0 04 08.7
 CM2507;UTM  16      - 3,651,962.105   620,839.862   MT  0.99978004   +0 42 16.5
 CM2507
 CM2507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2507!SPC AL E     -   0.99997044  x   0.99996173  =   0.99993217
 CM2507!UTM  16      -   0.99997044  x   0.99978004  =   0.99975048
 CM2507
 CM2507:                Primary Azimuth Mark                     Grid Az
 CM2507:SPC AL E     -  62 49                                    026 54 14.4
 CM2507:UTM  16      -  62 49                                    026 16 06.6
 CM2507
 CM2507|---------------------------------------------------------------------|
 CM2507| PID    Reference Object                     Distance      Geod. Az  |
 CM2507|                                                           dddmmss.s |
 CM2507| DG3842 62 49                               APPROX. 0.5 KM 0265823.1 |
 CM2507|---------------------------------------------------------------------|
 CM2507
 CM2507                          SUPERSEDED SURVEY CONTROL
 CM2507
 CM2507  ELLIP H (09/27/93)  188.36   (m)                       GP(       ) 4 1
 CM2507
 CM2507.Superseded values are not recommended for survey control.
 CM2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2507.See file dsdata.txt to determine how the superseded data were derived.
 CM2507
 CM2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2084051962(NAD 83)
 CM2507_MARKER: DD = SURVEY DISK
 CM2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2507_SP_SET: CONCRETE POST
 CM2507_STAMPING: 62-48 1992
 CM2507_MARK LOGO: ALHD  
 CM2507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2507+STABILITY: SURFACE MOTION
 CM2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2507+SATELLITE: SATELLITE OBSERVATIONS - January 12, 2005
 CM2507
 CM2507  HISTORY     - Date     Condition        Report By
 CM2507  HISTORY     - 1992     MONUMENTED       ALHD
 CM2507  HISTORY     - 20050112 GOOD             ALPCO
 CM2507
 CM2507                          STATION DESCRIPTION
 CM2507
 CM2507'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2507'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTHEAST RIGHT OF
 CM2507'WAY OF TALLAPOOSA COUNTY ROAD NO. 79, ABOUT 4.70 MI (7.56 KM)
 CM2507'SOUTHEAST OF NEW SITE AND ABOUT 5.25 MI (8.45 KM) SOUTHWEST OF
 CM2507'DAVISTON.
 CM2507'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 49 NORTH
 CM2507'(MILE POST 22.55 ON ALA 49 AND MILE POST 89.05 ON U.S. 280) IN
 CM2507'DADEVILLE, DRIVE NORTH ON ALA 49 FOR 11.55 MI (18.59 KM) TO MILE POST
 CM2507'34.10 AND TALLAPOOSA COUNTY ROAD NO. 79 ON THE RIGHT IN HORSESHOE
 CM2507'BEND NATIONAL MILITARY PARK, TURN RIGHT ON TALLAPOOSA COUNTY ROAD NO.
 CM2507'79 AND DRIVE NORTHEAST FOR 2.00 MI (3.22 KM) TO THE STATION ON THE
 CM2507'RIGHT.
 CM2507'THE STATION IS 24.0 FT (7.3 M) NORTH-NORTHWEST OF THE CENTER OF A
 CM2507'GRAVEL DRIVEWAY TO ZION HILL BAPTIST CHURCH, 43.0 FT (13.1 M)
 CM2507'SOUTHEAST OF THE CENTER OF TALLAPOOSA COUNTY ROAD NO. 79, 211.0 FT
 CM2507'(64.3 M) SOUTHWEST OF THE NORTHWEST END OF A ZION HILL BAPTIST CHURCH
 CM2507'SIGN, 237.0 FT (72.2 M) SOUTHWEST OF AN ORANGE CARSONITE BURIED
 CM2507'TELEPHONE CABLE MARKER, 2.8 FT (0.9 M) WEST OF A CARSONITE WITNESS
 CM2507'POST, AND SET FLUSH WITH THE GROUND.
 CM2507'STATION 62-49 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2507
 CM2507                          STATION RECOVERY (2005)
 CM2507
 CM2507'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (CSL)
 CM2507'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3842 ***********************************************************************
 DG3842  DESIGNATION -  62 49
 DG3842  PID         -  DG3842
 DG3842  STATE/COUNTY-  AL/TALLAPOOSA
 DG3842  USGS QUAD   -  DAVISTON (1969)
 DG3842
 DG3842                         *CURRENT SURVEY CONTROL
 DG3842  ___________________________________________________________________
 DG3842* NAD 83(1992)-  33 00 13.19162(N)    085 42 14.04667(W)     ADJUSTED  
 DG3842* NAVD 88     -       214.1    (meters)     702.     (feet)  GPS OBS   
 DG3842  ___________________________________________________________________
 DG3842  X           -     401,103.124 (meters)                     COMP
 DG3842  Y           -  -5,339,363.919 (meters)                     COMP
 DG3842  Z           -   3,454,400.198 (meters)                     COMP
 DG3842  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 DG3842  ELLIP HEIGHT-         184.94  (meters)          (07/29/02) GPS OBS
 DG3842  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DG3842
 DG3842  HORZ ORDER  -  FIRST
 DG3842  ELLP ORDER  -  FOURTH    CLASS I
 DG3842
 DG3842.The horizontal coordinates were established by GPS observations
 DG3842.and adjusted by the National Geodetic Survey in September 1993..
 DG3842
 DG3842.The orthometric height was determined by GPS observations and a
 DG3842.high-resolution geoid model.
 DG3842
 DG3842.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3842
 DG3842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3842
 DG3842.The ellipsoidal height was determined by GPS observations
 DG3842.and is referenced to NAD 83.
 DG3842
 DG3842.The geoid height was determined by GEOID03.
 DG3842
 DG3842;                    North         East     Units Scale Factor Converg.
 DG3842;SPC AL E     -   277,609.038   212,094.808   MT  0.99996180   +0 04 13.8
 DG3842;UTM  16      - 3,652,439.171   621,075.316   MT  0.99978075   +0 42 21.8
 DG3842
 DG3842!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3842!SPC AL E     -   0.99997097  x   0.99996180  =   0.99993277
 DG3842!UTM  16      -   0.99997097  x   0.99978075  =   0.99975172
 DG3842
 DG3842:                Primary Azimuth Mark                     Grid Az
 DG3842:SPC AL E     -  62 48                                    206 54 14.3
 DG3842:UTM  16      -  62 48                                    206 16 06.3
 DG3842
 DG3842|---------------------------------------------------------------------|
 DG3842| PID    Reference Object                     Distance      Geod. Az  |
 DG3842|                                                           dddmmss.s |
 DG3842| CM2507 62 48                               APPROX. 0.5 KM 2065828.1 |
 DG3842|---------------------------------------------------------------------|
 DG3842
 DG3842                          SUPERSEDED SURVEY CONTROL
 DG3842
 DG3842  ELLIP H (09/27/93)  184.99   (m)                       GP(       ) 4 1
 DG3842
 DG3842.Superseded values are not recommended for survey control.
 DG3842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3842.See file dsdata.txt to determine how the superseded data were derived.
 DG3842
 DG3842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2107552439(NAD 83)
 DG3842_MARKER: DD = SURVEY DISK
 DG3842_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3842_SP_SET: CONCRETE POST
 DG3842_STAMPING: 62-49 1992
 DG3842_MARK LOGO: ALHD  
 DG3842_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3842_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3842+STABILITY: SURFACE MOTION
 DG3842_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3842+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3842
 DG3842  HISTORY     - Date     Condition        Report By
 DG3842  HISTORY     - 1992     MONUMENTED       ALHD
 DG3842
 DG3842                          STATION DESCRIPTION
 DG3842
 DG3842'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3842'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTHWEST RIGHT OF
 DG3842'WAY OF TALLAPOOSA COUNTY ROAD NO. 79, ABOUT 4.65 MI (7.48 KM)
 DG3842'SOUTHEAST OF NEW SITE AND ABOUT 4.95 MI (7.97 KM) SOUTHWEST OF
 DG3842'DAVISTON.
 DG3842'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 49 NORTH
 DG3842'(MILE POST 22.55 ON ALA 49 AND MILE POST 89.05 ON U.S. 280) IN
 DG3842'DADEVILLE, DRIVE NORTH ON ALA 49 FOR 11.55 MI (18.59 KM) TO MILE POST
 DG3842'34.10 AND TALLAPOOSA COUNTY ROAD NO. 79 ON THE RIGHT IN HORSESHOE
 DG3842'BEND NATIONAL MILITARY PARK, TURN RIGHT ON TALLAPOOSA COUNTY ROAD NO.
 DG3842'79 AND DRIVE NORTHEAST FOR 2.35 MI (3.78 KM) TO THE STATION ON THE
 DG3842'LEFT.
 DG3842'THE STATION IS 6.6 FT (2.0 M) SOUTHEAST OF A TWO STRAND BARBED WIRE
 DG3842'FENCE ON LARGE TREATED WOOD POSTS, 36.0 FT (11.0 M) NORTHWEST OF THE
 DG3842'CENTER OF TALLAPOOSA COUNTY ROAD NO. 79, 160.7 FT (49.0 M) SOUTHWEST
 DG3842'OF TELEPHONE CABLE PEDESTAL NO. 35 DR AT A POWER SERVICE POLE ACROSS
 DG3842'THE ROAD, 6.2 FT (1.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 DG3842'FLUSH WITH THE GROUND.
 DG3842'STATION 62-48 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3724 ***********************************************************************
 DG3724  DESIGNATION -  62 5
 DG3724  PID         -  DG3724
 DG3724  STATE/COUNTY-  AL/TALLAPOOSA
 DG3724  USGS QUAD   -  NEW SITE (1969)
 DG3724
 DG3724                         *CURRENT SURVEY CONTROL
 DG3724  ___________________________________________________________________
 DG3724* NAD 83(1992)-  33 04 08.90316(N)    085 50 32.60090(W)     ADJUSTED  
 DG3724* NAVD 88     -       265.2    (meters)     870.     (feet)  VERTCON   
 DG3724  ___________________________________________________________________
 DG3724  X           -     387,912.494 (meters)                     COMP
 DG3724  Y           -  -5,336,412.094 (meters)                     COMP
 DG3724  Z           -   3,460,515.843 (meters)                     COMP
 DG3724  LAPLACE CORR-           0.00  (seconds)                    DEFLEC99
 DG3724  ELLIP HEIGHT-         236.12  (meters)          (07/29/02) GPS OBS
 DG3724  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DG3724
 DG3724  HORZ ORDER  -  FIRST
 DG3724  ELLP ORDER  -  FOURTH    CLASS I
 DG3724
 DG3724.The horizontal coordinates were established by GPS observations
 DG3724.and adjusted by the National Geodetic Survey in December 1992..
 DG3724
 DG3724.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3724.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3724
 DG3724.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3724
 DG3724.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3724
 DG3724.The ellipsoidal height was determined by GPS observations
 DG3724.and is referenced to NAD 83.
 DG3724
 DG3724.The geoid height was determined by GEOID03.
 DG3724
 DG3724;                    North         East     Units Scale Factor Converg.
 DG3724;SPC AL E     -   284,862.903   199,154.400   MT  0.99996001   -0 00 17.8
 DG3724;UTM  16      - 3,659,547.512   608,057.759   MT  0.99974397   +0 37 54.2
 DG3724
 DG3724!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3724!SPC AL E     -   0.99996293  x   0.99996001  =   0.99992294
 DG3724!UTM  16      -   0.99996293  x   0.99974397  =   0.99970691
 DG3724
 DG3724|---------------------------------------------------------------------|
 DG3724| PID    Reference Object                     Distance      Geod. Az  |
 DG3724|                                                           dddmmss.s |
 DG3724| DG3725 62 6                                393.966 METERS 06039     |
 DG3724|---------------------------------------------------------------------|
 DG3724
 DG3724                          SUPERSEDED SURVEY CONTROL
 DG3724
 DG3724  ELLIP H (12/04/92)  236.17   (m)                       GP(       ) 4 1
 DG3724  NAD 83(1986)-  33 04 08.90900(N)    085 50 32.60257(W) AD(       ) 1
 DG3724  NGVD 29 (12/04/92)  265.2    (m)          870.     (f) GPS OBS        
 DG3724
 DG3724.Superseded values are not recommended for survey control.
 DG3724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3724.See file dsdata.txt to determine how the superseded data were derived.
 DG3724
 DG3724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0805859548(NAD 83)
 DG3724_MARKER: DD = SURVEY DISK
 DG3724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3724_SP_SET: CONCRETE POST
 DG3724_STAMPING: 62-5 1991
 DG3724_MARK LOGO: ALHD  
 DG3724_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3724+STABILITY: SURFACE MOTION
 DG3724_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3724+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3724
 DG3724  HISTORY     - Date     Condition        Report By
 DG3724  HISTORY     - 1991     MONUMENTED       ALHD
 DG3724
 DG3724                          STATION DESCRIPTION
 DG3724
 DG3724'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3724'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON PROPERTY OWNED BY
 DG3724'KIMBERLY-CLARK CORPORATION ABOUT 4.6 MI (7.4 KM) NORTHWEST OF NEW
 DG3724'SITE AND ABOUT 11.1 MI (17.9 KM) NORTHEAST OF ALEXANDER CITY.
 DG3724'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 NORTH
 DG3724'(MILE POST 39.65 ON ALA 49 AND MILE POST 132.15 ON ALA 22) IN NEW
 DG3724'SITE, DRIVE NORTH ON ALA 49 NORTH FOR 2.90 MI (4.67 KM) TO MILE POST
 DG3724'42.55 AND PAVED CROSS ROADS IN GOLDVILLE WITH ALA 49 TO THE RIGHT, A
 DG3724'PAVED COUNTY ROAD AHEAD AND A PAVED COUNTY ROAD TO THE LEFT, TURN
 DG3724'LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR 2.50 MI
 DG3724'(4.02 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL
 DG3724'ROAD AND DRIVE NORTHWEST FOR 1.90 MI (3.06 KM) TO TWO WOODS ROADS ON
 DG3724'THE LEFT WITH ONE WOODS ROAD BEARING WEST AND ONE WOODS ROAD BEARING
 DG3724'SOUTHWESTERY, TURN SHARP LEFT ON THE WOODS ROAD BEARING SOUTHWESTERLY
 DG3724'AND DRIVE SOUTHWESTERLY FOR 0.55 MI (0.89 KM) TO A FIVE POINT
 DG3724'INTERSECTION OF WOODS ROADS WITH ONE WOODS ROAD ON THE LEFT AND TWO
 DG3724'WOODS ROADS ON THE RIGHT, BEAR LEFT ON THE SECOND WOODS ROAD AND
 DG3724'DRIVE NORTHWEST ALONG THE NORTH EDGE OF 20 TO 25 FOOT TALL PINE TREES
 DG3724'FOR 0.25 MI (0.40 KM) TO A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE
 DG3724'WOODS ROAD AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO THE STATION ON
 DG3724'THE RIGHT.
 DG3724'THE STATION IS 21.0 FT (6.4 M) EAST OF THE CENTER OF THE WOODS ROAD,
 DG3724'ON TOP OF A LOW HILL, 2.1 FT (0.6 M) WEST OF A CARSONITE WITNESS
 DG3724'POST, AND SET FLUSH WITH THE GROUND.
 DG3724'STATION 62-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3843 ***********************************************************************
 DG3843  DESIGNATION -  62 50
 DG3843  PID         -  DG3843
 DG3843  STATE/COUNTY-  AL/TALLAPOOSA
 DG3843  USGS QUAD   -  NEW SITE (1969)
 DG3843
 DG3843                         *CURRENT SURVEY CONTROL
 DG3843  ___________________________________________________________________
 DG3843* NAD 83(1992)-  33 02 59.44709(N)    085 45 51.20109(W)     ADJUSTED  
 DG3843* NAVD 88     -       264.6    (meters)     868.     (feet)  GPS OBS   
 DG3843  ___________________________________________________________________
 DG3843  X           -     395,278.584 (meters)                     COMP
 DG3843  Y           -  -5,337,041.439 (meters)                     COMP
 DG3843  Z           -   3,458,722.075 (meters)                     COMP
 DG3843  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DG3843  ELLIP HEIGHT-         235.43  (meters)          (07/29/02) GPS OBS
 DG3843  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DG3843
 DG3843  HORZ ORDER  -  FIRST
 DG3843  ELLP ORDER  -  FOURTH    CLASS I
 DG3843
 DG3843.The horizontal coordinates were established by GPS observations
 DG3843.and adjusted by the National Geodetic Survey in September 1993..
 DG3843
 DG3843.The orthometric height was determined by GPS observations and a
 DG3843.high-resolution geoid model.
 DG3843
 DG3843.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3843
 DG3843.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3843
 DG3843.The ellipsoidal height was determined by GPS observations
 DG3843.and is referenced to NAD 83.
 DG3843
 DG3843.The geoid height was determined by GEOID03.
 DG3843
 DG3843;                    North         East     Units Scale Factor Converg.
 DG3843;SPC AL E     -   282,725.335   206,454.735   MT  0.99996051   +0 02 15.7
 DG3843;UTM  16      - 3,657,491.599   615,379.879   MT  0.99976414   +0 40 26.5
 DG3843
 DG3843!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3843!SPC AL E     -   0.99996304  x   0.99996051  =   0.99992355
 DG3843!UTM  16      -   0.99996304  x   0.99976414  =   0.99972719
 DG3843
 DG3843:                Primary Azimuth Mark                     Grid Az
 DG3843:SPC AL E     -  62 51                                    086 40 09.4
 DG3843:UTM  16      -  62 51                                    086 01 58.6
 DG3843
 DG3843|---------------------------------------------------------------------|
 DG3843| PID    Reference Object                     Distance      Geod. Az  |
 DG3843|                                                           dddmmss.s |
 DG3843| DG3844 62 51                               483.722 METERS 0864225.1 |
 DG3843|---------------------------------------------------------------------|
 DG3843
 DG3843                          SUPERSEDED SURVEY CONTROL
 DG3843
 DG3843  ELLIP H (09/27/93)  235.49   (m)                       GP(       ) 4 1
 DG3843
 DG3843.Superseded values are not recommended for survey control.
 DG3843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3843.See file dsdata.txt to determine how the superseded data were derived.
 DG3843
 DG3843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1538057492(NAD 83)
 DG3843_MARKER: DD = SURVEY DISK
 DG3843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3843_SP_SET: CONCRETE POST
 DG3843_STAMPING: 62-50 1992
 DG3843_MARK LOGO: ALHD  
 DG3843_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3843+STABILITY: SURFACE MOTION
 DG3843_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3843+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3843
 DG3843  HISTORY     - Date     Condition        Report By
 DG3843  HISTORY     - 1992     MONUMENTED       ALHD
 DG3843
 DG3843                          STATION DESCRIPTION
 DG3843
 DG3843'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3843'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTH RIGHT OF WAY
 DG3843'OF ALA 22, ABOUT 1.10 MI (1.77 KM) NORTHEAST OF NEW SITE AND ABOUT
 DG3843'7.15 MI (11.51 KM) WEST OF DAVISTON.
 DG3843'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 NORTH
 DG3843'(MILE POST 132.15 ON ALA 22 AND MILE POST 39.60 ON ALA 49) ABOUT 1.0
 DG3843'MI (1.6 KM) NORTHEAST OF NEW SITE, DRIVE EAST ON ALA 22 FOR 0.05 MI
 DG3843'(0.08 KM) TO MILE POST 132.20 AND THE STATION ON THE LEFT.
 DG3843'THE STATION IS 49.9 FT (15.2 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 DG3843'ALA 22, 73.4 FT (22.4 M) NORTH OF AN ALA 22 EAST SIGN ACROSS ALA 22,
 DG3843'80.0 FT (24.4 M) WEST OF THE NORTH POST OF AN ALEXANDER
 DG3843'CITY-LINEVILLE DIRECTIONAL SIGN, 91.0 FT (27.7 M) NORTHEAST OF THE
 DG3843'NORTH POST OF AN ALA 49 S, ALA 22 W, ALA 49 S DIRECTIONAL SIGN, 95.7
 DG3843'FT (29.2 M) EAST-NORTHEAST OF A TRANSFORMER POWER POLE, 153.7 FT
 DG3843'(46.8 M) EAST-NORTHEAST OF A JUNCTION POWER POLE, 2.2 FT (0.7 M)
 DG3843'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3843'STATION 62-51 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3844 ***********************************************************************
 DG3844  DESIGNATION -  62 51
 DG3844  PID         -  DG3844
 DG3844  STATE/COUNTY-  AL/TALLAPOOSA
 DG3844  USGS QUAD   -  NEW SITE (1969)
 DG3844
 DG3844                         *CURRENT SURVEY CONTROL
 DG3844  ___________________________________________________________________
 DG3844* NAD 83(1992)-  33 03 00.34865(N)    085 45 32.58742(W)     ADJUSTED  
 DG3844* NAVD 88     -       269.3    (meters)     884.     (feet)  GPS OBS   
 DG3844  ___________________________________________________________________
 DG3844  X           -     395,759.377 (meters)                     COMP
 DG3844  Y           -  -5,336,994.569 (meters)                     COMP
 DG3844  Z           -   3,458,747.920 (meters)                     COMP
 DG3844  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 DG3844  ELLIP HEIGHT-         240.13  (meters)          (07/29/02) GPS OBS
 DG3844  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG3844
 DG3844  HORZ ORDER  -  FIRST
 DG3844  ELLP ORDER  -  FOURTH    CLASS I
 DG3844
 DG3844.The horizontal coordinates were established by GPS observations
 DG3844.and adjusted by the National Geodetic Survey in September 1993..
 DG3844
 DG3844.The orthometric height was determined by GPS observations and a
 DG3844.high-resolution geoid model.
 DG3844
 DG3844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3844
 DG3844.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3844
 DG3844.The ellipsoidal height was determined by GPS observations
 DG3844.and is referenced to NAD 83.
 DG3844
 DG3844.The geoid height was determined by GEOID03.
 DG3844
 DG3844;                    North         East     Units Scale Factor Converg.
 DG3844;SPC AL E     -   282,753.438   206,937.621   MT  0.99996059   +0 02 25.8
 DG3844;UTM  16      - 3,657,525.056   615,862.329   MT  0.99976552   +0 40 36.7
 DG3844
 DG3844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3844!SPC AL E     -   0.99996230  x   0.99996059  =   0.99992289
 DG3844!UTM  16      -   0.99996230  x   0.99976552  =   0.99972783
 DG3844
 DG3844:                Primary Azimuth Mark                     Grid Az
 DG3844:SPC AL E     -  62 50                                    266 40 09.4
 DG3844:UTM  16      -  62 50                                    266 01 58.5
 DG3844
 DG3844|---------------------------------------------------------------------|
 DG3844| PID    Reference Object                     Distance      Geod. Az  |
 DG3844|                                                           dddmmss.s |
 DG3844| DG3843 62 50                               483.722 METERS 2664235.2 |
 DG3844|---------------------------------------------------------------------|
 DG3844
 DG3844                          SUPERSEDED SURVEY CONTROL
 DG3844
 DG3844  ELLIP H (09/27/93)  240.19   (m)                       GP(       ) 4 1
 DG3844
 DG3844.Superseded values are not recommended for survey control.
 DG3844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3844.See file dsdata.txt to determine how the superseded data were derived.
 DG3844
 DG3844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1586257525(NAD 83)
 DG3844_MARKER: DD = SURVEY DISK
 DG3844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3844_SP_SET: CONCRETE POST
 DG3844_STAMPING: 62-51 1992
 DG3844_MARK LOGO: ALHD  
 DG3844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3844+STABILITY: SURFACE MOTION
 DG3844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3844+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3844
 DG3844  HISTORY     - Date     Condition        Report By
 DG3844  HISTORY     - 1992     MONUMENTED       ALHD
 DG3844
 DG3844                          STATION DESCRIPTION
 DG3844
 DG3844'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3844'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 DG3844'OF ALA 22, ABOUT 1.15 MI (1.85 KM) NORTHEAST OF NEW SITE AND ABOUT
 DG3844'6.95 MI (11.18 KM) WEST OF DAVISTON.
 DG3844'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 NORTH
 DG3844'(MILE POST 132.15 ON ALA 22 AND MILE POST 39.60 ON ALA 49) ABOUT 1.0
 DG3844'MI (1.6 KM) NORTHEAST OF NEW SITE, DRIVE EAST ON ALA 22 FOR 0.35 MI
 DG3844'(0.56 KM) TO MILE POST 132.50 AND THE STATION ON THE RIGHT.
 DG3844'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A HOG WIRE FENCE WITH
 DG3844'ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 26.5 FT (8.1 M) WEST
 DG3844'OF THE NORTHEAST CORNER OF THE FENCE, 39.0 FT (11.9 M) SOUTHWEST OF
 DG3844'THE CENTER OF A GRAVEL DRIVEWAY, 49.8 FT (15.2 M) SOUTH-SOUTHEAST OF
 DG3844'THE CENTERLINE OF ALA 22, 71.7 FT (21.9 M) SOUTH OF THE SOUTH POST OF
 DG3844'A NEW SALEM BAPTIST CHURCH ADOPT A MILE SIGN, 2.8 FT (0.9 M) NORTH OF
 DG3844'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3844'STATION 62-50 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3845 ***********************************************************************
 DG3845  DESIGNATION -  62 52
 DG3845  PID         -  DG3845
 DG3845  STATE/COUNTY-  AL/TALLAPOOSA
 DG3845  USGS QUAD   -  HACKNEYVILLE (1969)
 DG3845
 DG3845                         *CURRENT SURVEY CONTROL
 DG3845  ___________________________________________________________________
 DG3845* NAD 83(1992)-  33 03 21.05241(N)    085 54 29.87032(W)     ADJUSTED  
 DG3845* NAVD 88     -       226.1    (meters)     742.     (feet)  GPS OBS   
 DG3845  ___________________________________________________________________
 DG3845  X           -     381,828.731 (meters)                     COMP
 DG3845  Y           -  -5,337,624.268 (meters)                     COMP
 DG3845  Z           -   3,459,259.005 (meters)                     COMP
 DG3845  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DG3845  ELLIP HEIGHT-         196.98  (meters)          (07/29/02) GPS OBS
 DG3845  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DG3845
 DG3845  HORZ ORDER  -  FIRST
 DG3845  ELLP ORDER  -  FOURTH    CLASS I
 DG3845
 DG3845.The horizontal coordinates were established by GPS observations
 DG3845.and adjusted by the National Geodetic Survey in September 1993..
 DG3845
 DG3845.The orthometric height was determined by GPS observations and a
 DG3845.high-resolution geoid model.
 DG3845
 DG3845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3845
 DG3845.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3845
 DG3845.The ellipsoidal height was determined by GPS observations
 DG3845.and is referenced to NAD 83.
 DG3845
 DG3845.The geoid height was determined by GEOID03.
 DG3845
 DG3845;                    North         East     Units Scale Factor Converg.
 DG3845;SPC AL E     -   283,391.280   192,999.071   MT  0.99996060   -0 02 27.2
 DG3845;UTM  16      - 3,658,007.944   601,920.536   MT  0.99972808   +0 35 43.9
 DG3845
 DG3845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3845!SPC AL E     -   0.99996908  x   0.99996060  =   0.99992968
 DG3845!UTM  16      -   0.99996908  x   0.99972808  =   0.99969716
 DG3845
 DG3845:                Primary Azimuth Mark                     Grid Az
 DG3845:SPC AL E     -  62 53                                    093 25 30.0
 DG3845:UTM  16      -  62 53                                    092 47 18.9
 DG3845
 DG3845|---------------------------------------------------------------------|
 DG3845| PID    Reference Object                     Distance      Geod. Az  |
 DG3845|                                                           dddmmss.s |
 DG3845| DG3846 62 53                               441.509 METERS 0932302.8 |
 DG3845|---------------------------------------------------------------------|
 DG3845
 DG3845                          SUPERSEDED SURVEY CONTROL
 DG3845
 DG3845  ELLIP H (09/27/93)  197.02   (m)                       GP(       ) 4 1
 DG3845
 DG3845.Superseded values are not recommended for survey control.
 DG3845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3845.See file dsdata.txt to determine how the superseded data were derived.
 DG3845
 DG3845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0192158008(NAD 83)
 DG3845_MARKER: DD = SURVEY DISK
 DG3845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3845_SP_SET: CONCRETE POST
 DG3845_STAMPING: 62-52 1992
 DG3845_MARK LOGO: ALHD  
 DG3845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3845+STABILITY: SURFACE MOTION
 DG3845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3845+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3845
 DG3845  HISTORY     - Date     Condition        Report By
 DG3845  HISTORY     - 1992     MONUMENTED       ALHD
 DG3845
 DG3845                          STATION DESCRIPTION
 DG3845
 DG3845'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3845'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 DG3845'OF A PAVED COUNTY ROAD, ABOUT 7.85 MI (12.63 KM) WEST-NORTHWEST OF
 DG3845'NEW SITE AND ABOUT 8.40 MI (13.52 KM) NORTH-NORTHEAST OF ALEXANDER
 DG3845'CITY.
 DG3845'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 63 (MILE POST
 DG3845'46.30 0N ALA 63 AND MILE POST 168.00 ON ALA 9) AT A CAUTION LIGHT
 DG3845'ABOUT 5.10 MI (8.21 KM) NORTHEAST OF GOODWATER, DRIVE SOUTHEAST ON
 DG3845'ALA 63 FOR 6.35 MI (10.22 KM) TO MILE POST 39.95 AND A PAVED COUNTY
 DG3845'ROAD ON THE LEFT IN A CURVE TO THE RIGHT IN HACKNEYVILLE, TURN LEFT
 DG3845'ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 1.50 MI (2.41 KM) TO THE
 DG3845'STATION ON THE RIGHT.
 DG3845'THE STATION IS 3.2 FT (1.0 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 DG3845'ON WHITE TOP, GREEN STEEL POSTS, 33.8 FT (10.3 M) SOUTH OF THE CENTER
 DG3845'OF THE PAVED COUNTY ROAD, 74.7 FT (22.8 M) WEST OF THE WEST ONE OF
 DG3845'TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 195.0 FT (59.4 M) EAST OF
 DG3845'THE CENTER OF A GRAVEL DRIVEWAY, 3.1 FT (0.9 M) NORTH OF A CARSONITE
 DG3845'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3845'STATION 62-53 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3846 ***********************************************************************
 DG3846  DESIGNATION -  62 53
 DG3846  PID         -  DG3846
 DG3846  STATE/COUNTY-  AL/TALLAPOOSA
 DG3846  USGS QUAD   -  HACKNEYVILLE (1969)
 DG3846
 DG3846                         *CURRENT SURVEY CONTROL
 DG3846  ___________________________________________________________________
 DG3846* NAD 83(1992)-  33 03 20.20611(N)    085 54 12.88151(W)     ADJUSTED  
 DG3846* NAVD 88     -       213.73   (meters)     701.2    (feet)  N HEIGHT  
 DG3846  ___________________________________________________________________
 DG3846  X           -     382,268.633 (meters)                     COMP
 DG3846  Y           -  -5,337,596.636 (meters)                     COMP
 DG3846  Z           -   3,459,230.399 (meters)                     COMP
 DG3846  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 DG3846  ELLIP HEIGHT-         184.60  (meters)          (07/29/02) GPS OBS
 DG3846  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DG3846  DYNAMIC HT  -         213.49  (meters)     700.4   (feet)  COMP
 DG3846  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 DG3846
 DG3846  HORZ ORDER  -  FIRST
 DG3846  VERT ORDER  -  THIRD
 DG3846  ELLP ORDER  -  FOURTH    CLASS I
 DG3846
 DG3846.The horizontal coordinates were established by GPS observations
 DG3846.and adjusted by the National Geodetic Survey in September 1993..
 DG3846
 DG3846.The orthometric height was determined by differential leveling
 DG3846.and adjusted by the National Geodetic Survey in July 1998..
 DG3846.The height was determined by precise leveling from only one NSRS
 DG3846.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DG3846.allowed ONLY to validate the GPS-derived height.
 DG3846
 DG3846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3846
 DG3846.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3846
 DG3846.The ellipsoidal height was determined by GPS observations
 DG3846.and is referenced to NAD 83.
 DG3846
 DG3846.The geoid height was determined by GEOID03.
 DG3846
 DG3846.The dynamic height is computed by dividing the NAVD 88
 DG3846.geopotential number by the normal gravity value computed on the
 DG3846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3846.degrees latitude (g = 980.6199 gals.).
 DG3846
 DG3846.The modeled gravity was interpolated from observed gravity values.
 DG3846
 DG3846;                    North         East     Units Scale Factor Converg.
 DG3846;SPC AL E     -   283,364.905   193,439.775   MT  0.99996053   -0 02 17.9
 DG3846;UTM  16      - 3,657,986.470   602,361.403   MT  0.99972919   +0 35 53.2
 DG3846
 DG3846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3846!SPC AL E     -   0.99997102  x   0.99996053  =   0.99993155
 DG3846!UTM  16      -   0.99997102  x   0.99972919  =   0.99970022
 DG3846
 DG3846:                Primary Azimuth Mark                     Grid Az
 DG3846:SPC AL E     -  62 52                                    273 25 30.0
 DG3846:UTM  16      -  62 52                                    272 47 18.9
 DG3846
 DG3846|---------------------------------------------------------------------|
 DG3846| PID    Reference Object                     Distance      Geod. Az  |
 DG3846|                                                           dddmmss.s |
 DG3846| DG3845 62 52                               441.509 METERS 2732312.1 |
 DG3846|---------------------------------------------------------------------|
 DG3846
 DG3846                          SUPERSEDED SURVEY CONTROL
 DG3846
 DG3846  ELLIP H (09/27/93)  184.65   (m)                       GP(       ) 4 1
 DG3846  NGVD 29 (??/??/??)  213.69   (m)          701.1    (f) N HEIGHT    3  
 DG3846
 DG3846.Superseded values are not recommended for survey control.
 DG3846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3846.See file dsdata.txt to determine how the superseded data were derived.
 DG3846
 DG3846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0236157986(NAD 83)
 DG3846_MARKER: DD = SURVEY DISK
 DG3846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3846_SP_SET: CONCRETE POST
 DG3846_STAMPING: 62-53 1992
 DG3846_MARK LOGO: ALHD  
 DG3846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3846+STABILITY: SURFACE MOTION
 DG3846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3846+SATELLITE: SATELLITE OBSERVATIONS - November 02, 1992
 DG3846
 DG3846  HISTORY     - Date     Condition        Report By
 DG3846  HISTORY     - 1992     MONUMENTED       ALHD
 DG3846  HISTORY     - 19921102 GOOD             ALHD
 DG3846
 DG3846                          STATION DESCRIPTION
 DG3846
 DG3846'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3846'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTHWEST RIGHT OF
 DG3846'WAY OF A PAVED COUNTY ROAD, ABOUT 7.65 MI (12.31 KM) WEST-NORTHWEST
 DG3846'OF NEW SITE AND ABOUT 8.50 MI (13.68 KM) NORTH-NORTHEAST OF ALEXANDER
 DG3846'CITY.
 DG3846'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 63 (MILE POST
 DG3846'46.30 0N ALA 63 AND MILE POST 168.00 ON ALA 9) AT A CAUTION LIGHT
 DG3846'ABOUT 5.10 MI (8.21 KM) NORTHEAST OF GOODWATER, DRIVE SOUTHEAST ON
 DG3846'ALA 63 FOR 6.35 MI (10.22 KM) TO MILE POST 39.95 AND A PAVED COUNTY
 DG3846'ROAD ON THE LEFT IN A CURVE TO THE RIGHT IN HACKNEYVILLE, TURN LEFT
 DG3846'ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR 1.75 MI (2.82 KM) TO A
 DG3846'PAVED COUNTY ROAD AND THE STATION ON THE RIGHT.
 DG3846'THE STATION IS 3.1 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE
 DG3846'FENCE ON RED TOP STEEL POSTS AND WOOD POSTS, 29.6 FT (9.0 M)
 DG3846'SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 79, 39.9 FT (12.2 M)
 DG3846'NORTHWEST OF A TELEPHONE CABLE AND POWER SERVICE POLE, 49.0 FT
 DG3846'(14.9 M) SOUTHWEST OF THE CENTER OF THE NORTH-SOUTH PAVED ROAD, 64.1
 DG3846'FT (19.5 M) SOUTHEAST OF A JUNCTION AND TRANSFORMER POWER POLE, 104.0
 DG3846'FT (31.7 M) SOUTH OF THE CENTER OF THE EAST-WEST PAVED ROAD, 2.9 FT
 DG3846'(0.9 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3846'GROUND.
 DG3846'STATION 62-52 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3846
 DG3846                          STATION RECOVERY (1992)
 DG3846
 DG3846'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 DG3846'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2508 ***********************************************************************
 CM2508  DESIGNATION -  62 54
 CM2508  PID         -  CM2508
 CM2508  STATE/COUNTY-  AL/TALLAPOOSA
 CM2508  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2508
 CM2508                         *CURRENT SURVEY CONTROL
 CM2508  ___________________________________________________________________
 CM2508* NAD 83(1992)-  32 57 17.40839(N)    085 55 40.72667(W)     ADJUSTED  
 CM2508* NAVD 88     -       219.2    (meters)     719.     (feet)  GPS OBS   
 CM2508  ___________________________________________________________________
 CM2508  X           -     380,428.050 (meters)                     COMP
 CM2508  Y           -  -5,343,836.431 (meters)                     COMP
 CM2508  Z           -   3,449,860.136 (meters)                     COMP
 CM2508  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 CM2508  ELLIP HEIGHT-         190.07  (meters)          (07/29/02) GPS OBS
 CM2508  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM2508
 CM2508  HORZ ORDER  -  FIRST
 CM2508  ELLP ORDER  -  FOURTH    CLASS I
 CM2508
 CM2508.The horizontal coordinates were established by GPS observations
 CM2508.and adjusted by the National Geodetic Survey in September 1993..
 CM2508
 CM2508.The orthometric height was determined by GPS observations and a
 CM2508.high-resolution geoid model.
 CM2508
 CM2508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2508
 CM2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2508
 CM2508.The ellipsoidal height was determined by GPS observations
 CM2508.and is referenced to NAD 83.
 CM2508
 CM2508.The geoid height was determined by GEOID03.
 CM2508
 CM2508;                    North         East     Units Scale Factor Converg.
 CM2508;SPC AL E     -   272,190.490   191,150.848   MT  0.99996097   -0 03 05.3
 CM2508;UTM  16      - 3,646,789.977   600,197.073   MT  0.99972379   +0 34 59.5
 CM2508
 CM2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2508!SPC AL E     -   0.99997016  x   0.99996097  =   0.99993113
 CM2508!UTM  16      -   0.99997016  x   0.99972379  =   0.99969396
 CM2508
 CM2508:                Primary Azimuth Mark                     Grid Az
 CM2508:SPC AL E     -  62 55                                    062 30 00.7
 CM2508:UTM  16      -  62 55                                    061 51 55.9
 CM2508
 CM2508|---------------------------------------------------------------------|
 CM2508| PID    Reference Object                     Distance      Geod. Az  |
 CM2508|                                                           dddmmss.s |
 CM2508| CM2509 62 55                               441.860 METERS 0622655.4 |
 CM2508|---------------------------------------------------------------------|
 CM2508
 CM2508                          SUPERSEDED SURVEY CONTROL
 CM2508
 CM2508  ELLIP H (09/27/93)  190.12   (m)                       GP(       ) 4 1
 CM2508
 CM2508.Superseded values are not recommended for survey control.
 CM2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2508.See file dsdata.txt to determine how the superseded data were derived.
 CM2508
 CM2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0019746790(NAD 83)
 CM2508_MARKER: DD = SURVEY DISK
 CM2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2508_SP_SET: CONCRETE POST
 CM2508_STAMPING: 62-54 1992
 CM2508_MARK LOGO: ALHD  
 CM2508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2508+STABILITY: SURFACE MOTION
 CM2508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2508+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2508
 CM2508  HISTORY     - Date     Condition        Report By
 CM2508  HISTORY     - 1992     MONUMENTED       ALHD
 CM2508
 CM2508                          STATION DESCRIPTION
 CM2508
 CM2508'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2508'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 CM2508'OF ALA 22 IN ALEXANDER CITY.
 CM2508'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 SOUTH
 CM2508'(MILE POST 131.15 ON ALA 22 AND MILE POST 38.55 ON ALA 49) IN NEW
 CM2508'SITE, DRIVE SOUTHWEST ON ALA 22 FOR 11.20 MI (18.02 KM) TO MILE POST
 CM2508'119.95 AND THE STATION ON THE LEFT.
 CM2508'THE STATION IS 14.3 FT (4.4 M) NORTH-NORTHWEST OF A HOG WIRE ON
 CM2508'TREATED WOOD AND STEEL POSTS, 60.6 FT (18.5 M) SOUTH-SOUTHEAST OF THE
 CM2508'CENTERLINE OF ALA 22, 77.3 FT (23.6 M) WEST OF TELEPHONE CABLE
 CM2508'PEDESTAL NO. SS, 88.1 FT (26.9 M) WEST OF THE EAST END OF THE HOG
 CM2508'WIRE FENCE, 14.2 FT (4.3 M) NORTH OF A CARSONITE WITNESS POST, AND
 CM2508'SET FLUSH WITH THE GROUND.
 CM2508'STATION 62-55 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2509 ***********************************************************************
 CM2509  DESIGNATION -  62 55
 CM2509  PID         -  CM2509
 CM2509  STATE/COUNTY-  AL/TALLAPOOSA
 CM2509  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2509
 CM2509                         *CURRENT SURVEY CONTROL
 CM2509  ___________________________________________________________________
 CM2509* NAD 83(1992)-  32 57 24.04240(N)    085 55 25.64300(W)     ADJUSTED  
 CM2509* NAVD 88     -       216.9    (meters)     712.     (feet)  GPS OBS   
 CM2509  ___________________________________________________________________
 CM2509  X           -     380,810.790 (meters)                     COMP
 CM2509  Y           -  -5,343,695.757 (meters)                     COMP
 CM2509  Z           -   3,450,030.365 (meters)                     COMP
 CM2509  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 CM2509  ELLIP HEIGHT-         187.75  (meters)          (08/29/05) GPS OBS
 CM2509  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM2509
 CM2509  HORZ ORDER  -  A
 CM2509  ELLP ORDER  -  FOURTH    CLASS I
 CM2509
 CM2509.The horizontal coordinates were established by GPS observations
 CM2509.and adjusted by the National Geodetic Survey in August 2005..
 CM2509
 CM2509.The orthometric height was determined by GPS observations and a
 CM2509.high-resolution geoid model.
 CM2509
 CM2509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2509
 CM2509.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2509
 CM2509.The ellipsoidal height was determined by GPS observations
 CM2509.and is referenced to NAD 83.
 CM2509
 CM2509.The geoid height was determined by GEOID03.
 CM2509
 CM2509;                    North         East     Units Scale Factor Converg.
 CM2509;SPC AL E     -   272,394.509   191,542.768   MT  0.99996088   -0 02 57.2
 CM2509;UTM  16      - 3,646,998.276   600,586.617   MT  0.99972475   +0 35 07.8
 CM2509
 CM2509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2509!SPC AL E     -   0.99997052  x   0.99996088  =   0.99993140
 CM2509!UTM  16      -   0.99997052  x   0.99972475  =   0.99969528
 CM2509
 CM2509:                Primary Azimuth Mark                     Grid Az
 CM2509:SPC AL E     -  62 54                                    242 30 00.8
 CM2509:UTM  16      -  62 54                                    241 51 55.8
 CM2509
 CM2509|---------------------------------------------------------------------|
 CM2509| PID    Reference Object                     Distance      Geod. Az  |
 CM2509|                                                           dddmmss.s |
 CM2509| CM2508 62 54                               441.860 METERS 2422703.6 |
 CM2509|---------------------------------------------------------------------|
 CM2509
 CM2509                          SUPERSEDED SURVEY CONTROL
 CM2509
 CM2509  ELLIP H (07/29/02)  187.68   (m)                       GP(       ) 4 1
 CM2509  NAD 83(1992)-  32 57 24.04278(N)    085 55 25.64270(W) AD(       ) 1
 CM2509  ELLIP H (09/27/93)  187.73   (m)                       GP(       ) 4 1
 CM2509
 CM2509.Superseded values are not recommended for survey control.
 CM2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2509.See file dsdata.txt to determine how the superseded data were derived.
 CM2509
 CM2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0058746998(NAD 83)
 CM2509_MARKER: DD = SURVEY DISK
 CM2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2509_SP_SET: CONCRETE POST
 CM2509_STAMPING: 62-55 1992
 CM2509_MARK LOGO: ALHD  
 CM2509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2509+STABILITY: SURFACE MOTION
 CM2509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2509+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2004
 CM2509
 CM2509  HISTORY     - Date     Condition        Report By
 CM2509  HISTORY     - 1992     MONUMENTED       ALHD
 CM2509  HISTORY     - 20040412 GOOD             ALHD
 CM2509  HISTORY     - 20040718 GOOD             ALDOT
 CM2509
 CM2509                          STATION DESCRIPTION
 CM2509
 CM2509'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2509'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTHEAST RIGHT OF
 CM2509'WAY OF ALA 22 IN ALEXANDER CITY.
 CM2509'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 SOUTH
 CM2509'(MILE POST 131.15 ON ALA 22 AND MILE POST 38.55 ON ALA 49) IN NEW
 CM2509'SITE, DRIVE SOUTHWEST ON ALA 22 FOR 10.90 MI (17.54 KM) TO MILE POST
 CM2509'120.25 AND THE STATION ON THE LEFT.
 CM2509'THE STATION IS 36.3 FT (11.1 M) SOUTHEAST OF THE CENTERLINE OF ALA 22,
 CM2509'39.0 FT (11.9 M) WEST-SOUTHWEST OF JUNCTION POWER AND CABLE POLE NO.
 CM2509'26, 2.9 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 CM2509'FLUSH WITH THE GROUND.
 CM2509'STATION 62-54 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2509
 CM2509                          STATION RECOVERY (2004)
 CM2509
 CM2509'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CM2509'RECOVERED IN GOOD CONDITION.
 CM2509
 CM2509                          STATION RECOVERY (2004)
 CM2509
 CM2509'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (RC)
 CM2509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3847 ***********************************************************************
 DG3847  DESIGNATION -  62 56
 DG3847  PID         -  DG3847
 DG3847  STATE/COUNTY-  AL/TALLAPOOSA
 DG3847  USGS QUAD   -  HACKNEYVILLE (1969)
 DG3847
 DG3847                         *CURRENT SURVEY CONTROL
 DG3847  ___________________________________________________________________
 DG3847* NAD 83(1992)-  33 05 15.54385(N)    085 58 48.50482(W)     ADJUSTED  
 DG3847* NAVD 88     -       236.7    (meters)     777.     (feet)  GPS OBS   
 DG3847  ___________________________________________________________________
 DG3847  X           -     375,001.307 (meters)                     COMP
 DG3847  Y           -  -5,336,187.742 (meters)                     COMP
 DG3847  Z           -   3,462,220.656 (meters)                     COMP
 DG3847  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DG3847  ELLIP HEIGHT-         207.69  (meters)          (07/29/02) GPS OBS
 DG3847  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DG3847
 DG3847  HORZ ORDER  -  FIRST
 DG3847  ELLP ORDER  -  FOURTH    CLASS I
 DG3847
 DG3847.The horizontal coordinates were established by GPS observations
 DG3847.and adjusted by the National Geodetic Survey in September 1993..
 DG3847
 DG3847.The orthometric height was determined by GPS observations and a
 DG3847.high-resolution geoid model.
 DG3847
 DG3847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3847
 DG3847.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3847
 DG3847.The ellipsoidal height was determined by GPS observations
 DG3847.and is referenced to NAD 83.
 DG3847
 DG3847.The geoid height was determined by GEOID03.
 DG3847
 DG3847;                    North         East     Units Scale Factor Converg.
 DG3847;SPC AL E     -   286,925.381   186,294.548   MT  0.99996232   -0 04 48.5
 DG3847;UTM  16      - 3,661,466.491   595,178.784   MT  0.99971169   +0 33 24.5
 DG3847
 DG3847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3847!SPC AL E     -   0.99996739  x   0.99996232  =   0.99992972
 DG3847!UTM  16      -   0.99996739  x   0.99971169  =   0.99967909
 DG3847
 DG3847|---------------------------------------------------------------------|
 DG3847| PID    Reference Object                     Distance      Geod. Az  |
 DG3847|                                                           dddmmss.s |
 DG3847| DG3848 62 57                               378.274 METERS 32813     |
 DG3847|---------------------------------------------------------------------|
 DG3847
 DG3847                          SUPERSEDED SURVEY CONTROL
 DG3847
 DG3847  ELLIP H (09/27/93)  207.74   (m)                       GP(       ) 4 1
 DG3847
 DG3847.Superseded values are not recommended for survey control.
 DG3847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3847.See file dsdata.txt to determine how the superseded data were derived.
 DG3847
 DG3847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9517961466(NAD 83)
 DG3847_MARKER: DD = SURVEY DISK
 DG3847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3847_SP_SET: CONCRETE POST
 DG3847_STAMPING: 62-56 1992
 DG3847_MARK LOGO: ALHD  
 DG3847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3847+STABILITY: SURFACE MOTION
 DG3847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3847+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3847
 DG3847  HISTORY     - Date     Condition        Report By
 DG3847  HISTORY     - 1992     MONUMENTED       ALHD
 DG3847
 DG3847                          STATION DESCRIPTION
 DG3847
 DG3847'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3847'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTHWEST RIGHT OF
 DG3847'WAY OF A PAVED COUNTY ROAD, ABOUT 10.30 MI (16.58 KM) NORTH-NORTHWEST
 DG3847'OF ALEXANDER CITY AND ABOUT 12.40 MI (19.96 KM) WEST-NORTHWEST OF NEW
 DG3847'SITE.
 DG3847'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 63 (MILE POST
 DG3847'46.30 ON ALA 63 AND MILE POST 168.00 ON ALA 9) ABOUT 5.1 MI (8.2 KM)
 DG3847'NORTHEAST OF GOODWATER, DRIVE SOUTHEAST ON ALA 63 FOR 5.55 MI
 DG3847'(8.93 KM) TO MILE POST 40.75 AND TALLAPOOSA COUNTY ROAD NO. 86 ON THE
 DG3847'RIGHT, TURN RIGHT ON TALLAPOOSA COUNTY ROAD NO. 86 AND DRIVE
 DG3847'SOUTHWEST AND WEST FOR 2.15 MI (3.46 KM) TO A PAVED CROSSROAD, TURN
 DG3847'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 2.35 MI (3.78 KM)
 DG3847'TO THE STATION ON THE LEFT.
 DG3847'THE STATION IS 4.0 FT (1.2 M) NORTHEAST OF A PARTLY DOWN HOG WIRE
 DG3847'FENCE ON OLD WOOD POSTS, 41.0 FT (12.5 M) SOUTHWEST OF THE CENTERLINE
 DG3847'OF THE PAVED COUNTY ROAD, 73.5 FT (22.4 M) SOUTHEAST OF A POWER POLE,
 DG3847'2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 DG3847'THE GROUND.
 DG3847'STATION 62-57 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3848 ***********************************************************************
 DG3848  DESIGNATION -  62 57
 DG3848  PID         -  DG3848
 DG3848  STATE/COUNTY-  AL/TALLAPOOSA
 DG3848  USGS QUAD   -  HACKNEYVILLE (1969)
 DG3848
 DG3848                         *CURRENT SURVEY CONTROL
 DG3848  ___________________________________________________________________
 DG3848* NAD 83(1992)-  33 05 25.98202(N)    085 58 56.18634(W)     ADJUSTED  
 DG3848* NAVD 88     -       238.6    (meters)     783.     (feet)  GPS OBS   
 DG3848  ___________________________________________________________________
 DG3848  X           -     374,790.393 (meters)                     COMP
 DG3848  Y           -  -5,336,028.167 (meters)                     COMP
 DG3848  Z           -   3,462,491.127 (meters)                     COMP
 DG3848  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DG3848  ELLIP HEIGHT-         209.60  (meters)          (07/29/02) GPS OBS
 DG3848  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DG3848
 DG3848  HORZ ORDER  -  FIRST
 DG3848  ELLP ORDER  -  FOURTH    CLASS I
 DG3848
 DG3848.The horizontal coordinates were established by GPS observations
 DG3848.and adjusted by the National Geodetic Survey in September 1993..
 DG3848
 DG3848.The orthometric height was determined by GPS observations and a
 DG3848.high-resolution geoid model.
 DG3848
 DG3848.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3848
 DG3848.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3848
 DG3848.The ellipsoidal height was determined by GPS observations
 DG3848.and is referenced to NAD 83.
 DG3848
 DG3848.The geoid height was determined by GEOID03.
 DG3848
 DG3848;                    North         East     Units Scale Factor Converg.
 DG3848;SPC AL E     -   287,247.221   186,095.803   MT  0.99996238   -0 04 52.7
 DG3848;UTM  16      - 3,661,786.021   594,976.524   MT  0.99971122   +0 33 20.5
 DG3848
 DG3848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3848!SPC AL E     -   0.99996709  x   0.99996238  =   0.99992948
 DG3848!UTM  16      -   0.99996709  x   0.99971122  =   0.99967832
 DG3848
 DG3848|---------------------------------------------------------------------|
 DG3848| PID    Reference Object                     Distance      Geod. Az  |
 DG3848|                                                           dddmmss.s |
 DG3848| DG3847 62 56                               378.274 METERS 14813     |
 DG3848|---------------------------------------------------------------------|
 DG3848
 DG3848                          SUPERSEDED SURVEY CONTROL
 DG3848
 DG3848  ELLIP H (09/27/93)  209.66   (m)                       GP(       ) 4 1
 DG3848
 DG3848.Superseded values are not recommended for survey control.
 DG3848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3848.See file dsdata.txt to determine how the superseded data were derived.
 DG3848
 DG3848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9497761786(NAD 83)
 DG3848_MARKER: DD = SURVEY DISK
 DG3848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3848_SP_SET: CONCRETE POST
 DG3848_STAMPING: 62-57 1992
 DG3848_MARK LOGO: ALHD  
 DG3848_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3848+STABILITY: SURFACE MOTION
 DG3848_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3848+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3848
 DG3848  HISTORY     - Date     Condition        Report By
 DG3848  HISTORY     - 1992     MONUMENTED       ALHD
 DG3848
 DG3848                          STATION DESCRIPTION
 DG3848
 DG3848'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3848'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTHWEST RIGHT OF
 DG3848'WAY OF A PAVED COUNTY ROAD, ABOUT 10.50 MI (16.90 KM) NORTH-NORTHWEST
 DG3848'OF ALEXANDER CITY AND ABOUT 12.55 MI (20.20 KM) WEST-NORTHWEST OF NEW
 DG3848'SITE.
 DG3848'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 63 (MILE POST
 DG3848'46.30 ON ALA 63 AND MILE POST 168.00 ON ALA 9) ABOUT 5.1 MI (8.2 KM)
 DG3848'NORTHEAST OF GOODWATER, DRIVE SOUTHEAST ON ALA 63 FOR 5.55 MI
 DG3848'(8.93 KM) TO MILE POST 40.75 AND TALLAPOOSA COUNTY ROAD NO. 86 ON THE
 DG3848'RIGHT, TURN RIGHT ON TALLAPOOSA COUNTY ROAD NO. 86 AND DRIVE
 DG3848'SOUTHWEST AND WEST FOR 2.15 MI (3.46 KM) TO A PAVED CROSS ROAD, TURN
 DG3848'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 2.60 MI (4.18 KM)
 DG3848'TO THE STATION ON THE LEFT.
 DG3848'THE STATION IS 2.4 FT (0.7 M) NORTHEAST OF A FOUR STRAND BARBED WIRE
 DG3848'FENCE ON TREATED WOOD POSTS, 28.1 FT (8.6 M) SOUTHWEST OF THE
 DG3848'CENTERLINE OF THE PAVED COUNTY ROAD, 54.3 FT (16.6 M) SOUTH-SOUTHEAST
 DG3848'OF THE END OF PAVEMENT, 54.5 FT (16.6 M) NORTHWEST OF TELEPHONE CABLE
 DG3848'PEDESTAL NO. 15 S 29 AND A SERVICE POLE, 56.3 FT (17.2 M) NORTHWEST
 DG3848'OF THE NORTHEAST CORNER OF THE FENCE, 57.8 FT (17.6 M) NORTHWEST OF
 DG3848'THE NORTHWEST END OF A FIFTEEN-INCH CONCRETE PIPE UNDER A GRAVEL
 DG3848'DRIVEWAY, 68.4 FT (20.8 M) NORTHWEST OF THE CENTER OF A GRAVEL
 DG3848'DRIVEWAY, 2.2 FT (0.7 M) EAST OF A CARSONITE WITNESS POST, AND SET
 DG3848'FLUSH WITH THE GROUND.
 DG3848'STATION 62-56 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3849 ***********************************************************************
 DG3849  DESIGNATION -  62 58
 DG3849  PID         -  DG3849
 DG3849  STATE/COUNTY-  AL/TALLAPOOSA
 DG3849  USGS QUAD   -  DAVISTON (1969)
 DG3849
 DG3849                         *CURRENT SURVEY CONTROL
 DG3849  ___________________________________________________________________
 DG3849* NAD 83(1992)-  33 02 32.04724(N)    085 37 45.76051(W)     ADJUSTED  
 DG3849* NAVD 88     -       227.6    (meters)     747.     (feet)  GPS OBS   
 DG3849  ___________________________________________________________________
 DG3849  X           -     407,870.828 (meters)                     COMP
 DG3849  Y           -  -5,336,524.442 (meters)                     COMP
 DG3849  Z           -   3,457,994.321 (meters)                     COMP
 DG3849  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 DG3849  ELLIP HEIGHT-         198.44  (meters)          (07/29/02) GPS OBS
 DG3849  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3849
 DG3849  HORZ ORDER  -  FIRST
 DG3849  ELLP ORDER  -  FOURTH    CLASS I
 DG3849
 DG3849.The horizontal coordinates were established by GPS observations
 DG3849.and adjusted by the National Geodetic Survey in September 1993..
 DG3849
 DG3849.The orthometric height was determined by GPS observations and a
 DG3849.high-resolution geoid model.
 DG3849
 DG3849.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3849
 DG3849.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3849
 DG3849.The ellipsoidal height was determined by GPS observations
 DG3849.and is referenced to NAD 83.
 DG3849
 DG3849.The geoid height was determined by GEOID03.
 DG3849
 DG3849;                    North         East     Units Scale Factor Converg.
 DG3849;SPC AL E     -   281,897.626   219,050.457   MT  0.99996447   +0 06 40.4
 DG3849;UTM  16      - 3,656,803.940   627,981.754   MT  0.99980195   +0 44 50.8
 DG3849
 DG3849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3849!SPC AL E     -   0.99996885  x   0.99996447  =   0.99993332
 DG3849!UTM  16      -   0.99996885  x   0.99980195  =   0.99977080
 DG3849
 DG3849:                Primary Azimuth Mark                     Grid Az
 DG3849:SPC AL E     -  62 59                                    087 06 55.7
 DG3849:UTM  16      -  62 59                                    086 28 45.3
 DG3849
 DG3849|---------------------------------------------------------------------|
 DG3849| PID    Reference Object                     Distance      Geod. Az  |
 DG3849|                                                           dddmmss.s |
 DG3849| DG3850 62 59                               414.667 METERS 0871336.1 |
 DG3849|---------------------------------------------------------------------|
 DG3849
 DG3849                          SUPERSEDED SURVEY CONTROL
 DG3849
 DG3849  ELLIP H (09/27/93)  198.50   (m)                       GP(       ) 4 1
 DG3849
 DG3849.Superseded values are not recommended for survey control.
 DG3849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3849.See file dsdata.txt to determine how the superseded data were derived.
 DG3849
 DG3849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2798256804(NAD 83)
 DG3849_MARKER: DD = SURVEY DISK
 DG3849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3849_SP_SET: CONCRETE POST
 DG3849_STAMPING: 62-58 1992
 DG3849_MARK LOGO: ALHD  
 DG3849_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3849+STABILITY: SURFACE MOTION
 DG3849_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3849+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3849
 DG3849  HISTORY     - Date     Condition        Report By
 DG3849  HISTORY     - 1992     MONUMENTED       ALHD
 DG3849
 DG3849                          STATION DESCRIPTION
 DG3849
 DG3849'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3849'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 DG3849'OF A PAVED COUNTY ROAD, IN DAVISTON.
 DG3849'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 NORTH
 DG3849'(MILE POST 132.15 ON ALA 22 AND MILE POST 39.60 ON ALA 49) ABOUT 1.0
 DG3849'MI (1.6 KM) NORTHEAST OF NEW SITE, DRIVE EAST ON ALA 22 FOR 8.80 MI
 DG3849'(14.16 KM) TO MILE POST 140.95 AND TWO PAVED COUNTY ROADS ON THE
 DG3849'RIGHT IN DAVISTON, TURN RIGHT ON THE EAST PAVED COUNTY ROAD AND DRIVE
 DG3849'SOUTHEAST FOR 1.05 MI (1.69 KM) TO THE STATION ON THE RIGHT.
 DG3849'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FIVE STRAND BARBED WIRE FENCE
 DG3849'ON WHITE TOP, GREEN STEEL POSTS, 25.0 FT (7.6 M) SOUTH OF THE CENTER
 DG3849'OF THE PAVED COUNTY ROAD, 47.5 FT (14.5 M) EAST OF A FENCE CORNER ON
 DG3849'THE EAST SIDE OF A FIELD ROAD, 50.9 FT (15.5 M) SOUTH OF THE WEST ONE
 DG3849'OF THREE CONNECTED WOOD POSTS IN THE FENCE LINE ACROSS THE ROAD, 58.9
 DG3849'FT (18.0 M) SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 71.0 FT
 DG3849'(21.6 M) WEST-NORTHWEST OF THE WEST ONE OF THREE CONNECTED WOOD POSTS
 DG3849'IN THE FENCE LINE, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST,
 DG3849'AND SET FLUSH WITH THE GROUND.
 DG3849'STATION 62-59 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3850 ***********************************************************************
 DG3850  DESIGNATION -  62 59
 DG3850  PID         -  DG3850
 DG3850  STATE/COUNTY-  AL/TALLAPOOSA
 DG3850  USGS QUAD   -  DAVISTON (1969)
 DG3850
 DG3850                         *CURRENT SURVEY CONTROL
 DG3850  ___________________________________________________________________
 DG3850* NAD 83(1992)-  33 02 32.69822(N)    085 37 29.79780(W)     ADJUSTED  
 DG3850* NAVD 88     -       232.0    (meters)     761.     (feet)  GPS OBS   
 DG3850  ___________________________________________________________________
 DG3850  X           -     408,283.263 (meters)                     COMP
 DG3850  Y           -  -5,336,485.619 (meters)                     COMP
 DG3850  Z           -   3,458,013.521 (meters)                     COMP
 DG3850  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DG3850  ELLIP HEIGHT-         202.82  (meters)          (07/29/02) GPS OBS
 DG3850  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG3850
 DG3850  HORZ ORDER  -  FIRST
 DG3850  ELLP ORDER  -  FOURTH    CLASS I
 DG3850
 DG3850.The horizontal coordinates were established by GPS observations
 DG3850.and adjusted by the National Geodetic Survey in September 1993..
 DG3850
 DG3850.The orthometric height was determined by GPS observations and a
 DG3850.high-resolution geoid model.
 DG3850
 DG3850.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3850
 DG3850.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3850
 DG3850.The ellipsoidal height was determined by GPS observations
 DG3850.and is referenced to NAD 83.
 DG3850
 DG3850.The geoid height was determined by GEOID03.
 DG3850
 DG3850;                    North         East     Units Scale Factor Converg.
 DG3850;SPC AL E     -   281,918.493   219,464.584   MT  0.99996467   +0 06 49.1
 DG3850;UTM  16      - 3,656,829.400   628,395.557   MT  0.99980326   +0 44 59.5
 DG3850
 DG3850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3850!SPC AL E     -   0.99996816  x   0.99996467  =   0.99993283
 DG3850!UTM  16      -   0.99996816  x   0.99980326  =   0.99977142
 DG3850
 DG3850:                Primary Azimuth Mark                     Grid Az
 DG3850:SPC AL E     -  62 58                                    267 06 55.7
 DG3850:UTM  16      -  62 58                                    266 28 45.3
 DG3850
 DG3850|---------------------------------------------------------------------|
 DG3850| PID    Reference Object                     Distance      Geod. Az  |
 DG3850|                                                           dddmmss.s |
 DG3850| DG3849 62 58                               414.667 METERS 2671344.8 |
 DG3850|---------------------------------------------------------------------|
 DG3850
 DG3850                          SUPERSEDED SURVEY CONTROL
 DG3850
 DG3850  ELLIP H (09/27/93)  202.88   (m)                       GP(       ) 4 1
 DG3850
 DG3850.Superseded values are not recommended for survey control.
 DG3850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3850.See file dsdata.txt to determine how the superseded data were derived.
 DG3850
 DG3850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2839656829(NAD 83)
 DG3850_MARKER: DD = SURVEY DISK
 DG3850_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3850_SP_SET: CONCRETE POST
 DG3850_STAMPING: 62-59 1992
 DG3850_MARK LOGO: ALHD  
 DG3850_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3850_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3850+STABILITY: SURFACE MOTION
 DG3850_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3850+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3850
 DG3850  HISTORY     - Date     Condition        Report By
 DG3850  HISTORY     - 1992     MONUMENTED       ALHD
 DG3850
 DG3850                          STATION DESCRIPTION
 DG3850
 DG3850'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3850'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 DG3850'OF A PAVED COUNTY ROAD, IN DAVISTON.
 DG3850'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 NORTH
 DG3850'(MILE POST 132.15 ON ALA 22 AND MILE POST 39.60 ON ALA 49) ABOUT 1.0
 DG3850'MI (1.6 KM) NORTHEAST OF NEW SITE, DRIVE EAST ON ALA 22 FOR 8.80 MI
 DG3850'(14.16 KM) TO MILE POST 140.95 AND TWO PAVED COUNTY ROADS ON THE
 DG3850'RIGHT IN DAVISTON, TURN RIGHT ON THE EAST PAVED COUNTY ROAD AND DRIVE
 DG3850'SOUTHEAST AND EAST FOR 1.35 MI (2.17 KM) TO THE STATION ON THE RIGHT.
 DG3850'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FIVE STRAND BARBED WIRE FENCE
 DG3850'ON WHITE TOP, GREEN STEEL POSTS, 15.2 FT (4.6 M) EAST-NORTHEAST OF
 DG3850'THE EAST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 26.0 FT
 DG3850'(7.9 M) SOUTH OF THE CENTER OF THE PAVED COUNTY ROAD, 66.3 FT
 DG3850'(20.2 M) NORTH-NORTHWEST OF A POWER POLE IN THE PASTURE, 110.0 FT
 DG3850'(33.5 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE BOARD FENCE ACROSS
 DG3850'THE ROAD, 184.0 FT (56.1 M) WEST OF THE NORTHEAST CORNER OF THE FENCE
 DG3850'AT A CROSS ROAD AND A FIRE HYDRANT, 3.1 FT (0.9 M) NORTH OF A
 DG3850'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3850'STATION 62-58 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3850'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 DG3850'MRS. EUNICE DRAKE, PHONE 205-395-2903.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3725 ***********************************************************************
 DG3725  DESIGNATION -  62 6
 DG3725  PID         -  DG3725
 DG3725  STATE/COUNTY-  AL/TALLAPOOSA
 DG3725  USGS QUAD   -  NEW SITE (1969)
 DG3725
 DG3725                         *CURRENT SURVEY CONTROL
 DG3725  ___________________________________________________________________
 DG3725* NAD 83(1992)-  33 04 15.16992(N)    085 50 19.36124(W)     ADJUSTED  
 DG3725* NAVD 88     -       266.2    (meters)     873.     (feet)  VERTCON   
 DG3725  ___________________________________________________________________
 DG3725  X           -     388,247.443 (meters)                     COMP
 DG3725  Y           -  -5,336,282.964 (meters)                     COMP
 DG3725  Z           -   3,460,678.192 (meters)                     COMP
 DG3725  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 DG3725  ELLIP HEIGHT-         237.14  (meters)          (07/29/02) GPS OBS
 DG3725  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DG3725
 DG3725  HORZ ORDER  -  FIRST
 DG3725  ELLP ORDER  -  FOURTH    CLASS I
 DG3725
 DG3725.The horizontal coordinates were established by GPS observations
 DG3725.and adjusted by the National Geodetic Survey in December 1992..
 DG3725
 DG3725.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3725.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3725
 DG3725.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3725
 DG3725.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3725
 DG3725.The ellipsoidal height was determined by GPS observations
 DG3725.and is referenced to NAD 83.
 DG3725
 DG3725.The geoid height was determined by GEOID03.
 DG3725
 DG3725;                    North         East     Units Scale Factor Converg.
 DG3725;SPC AL E     -   285,055.932   199,497.820   MT  0.99996000   -0 00 10.6
 DG3725;UTM  16      - 3,659,744.304   608,398.939   MT  0.99974488   +0 38 01.5
 DG3725
 DG3725!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3725!SPC AL E     -   0.99996277  x   0.99996000  =   0.99992277
 DG3725!UTM  16      -   0.99996277  x   0.99974488  =   0.99970766
 DG3725
 DG3725|---------------------------------------------------------------------|
 DG3725| PID    Reference Object                     Distance      Geod. Az  |
 DG3725|                                                           dddmmss.s |
 DG3725| DG3724 62 5                                393.966 METERS 24039     |
 DG3725|---------------------------------------------------------------------|
 DG3725
 DG3725                          SUPERSEDED SURVEY CONTROL
 DG3725
 DG3725  ELLIP H (12/04/92)  237.18   (m)                       GP(       ) 4 1
 DG3725  NAD 83(1986)-  33 04 15.17576(N)    085 50 19.36291(W) AD(       ) 1
 DG3725  NGVD 29 (12/04/92)  266.2    (m)          873.     (f) GPS OBS        
 DG3725
 DG3725.Superseded values are not recommended for survey control.
 DG3725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3725.See file dsdata.txt to determine how the superseded data were derived.
 DG3725
 DG3725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0839959744(NAD 83)
 DG3725_MARKER: DD = SURVEY DISK
 DG3725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3725_SP_SET: CONCRETE POST
 DG3725_STAMPING: 62-6 1991
 DG3725_MARK LOGO: ALHD  
 DG3725_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3725+STABILITY: SURFACE MOTION
 DG3725_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3725+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3725
 DG3725  HISTORY     - Date     Condition        Report By
 DG3725  HISTORY     - 1991     MONUMENTED       ALHD
 DG3725
 DG3725                          STATION DESCRIPTION
 DG3725
 DG3725'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3725'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON PROPERTY OWNED BY
 DG3725'KIMBERLY-CLARK CORPORATION ABOUT 4.4 MI (7.1 KM) NORTHWEST OF NEW
 DG3725'SITE AND ABOUT 11.3 MI (18.2 KM) NORTHEAST OF ALEXANDER CITY.
 DG3725'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 NORTH
 DG3725'(MILE POST 39.65 ON ALA 49 AND MILE POST 132.15 ON ALA 22) IN NEW
 DG3725'SITE, DRIVE NORTH ON ALA 49 NORTH FOR 2.90 MI (4.67 KM) TO MILE POST
 DG3725'42.55 AND PAVED CROSS ROADS IN GOLDVILLE WITH ALA 49 TO THE RIGHT, A
 DG3725'PAVED COUNTY ROAD AHEAD AND A PAVED COUNTY ROAD TO THE LEFT, TURN
 DG3725'LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR 2.50 MI
 DG3725'(4.02 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL
 DG3725'ROAD AND DRIVE NORTHWEST FOR 1.90 MI (3.06 KM) TO TWO WOODS ROADS ON
 DG3725'THE LEFT WITH ONE WOODS ROAD BEARING WEST AND ONE WOODS ROAD BEARING
 DG3725'SOUTHWESTERY, TURN SHARP LEFT ON THE WOODS ROAD BEARING SOUTHWESTERLY
 DG3725'AND DRIVE SOUTHWESTERLY FOR 0.55 MI (0.89 KM) TO A FIVE POINT
 DG3725'INTERSECTION OF WOODS ROADS WITH ONE WOODS ROAD ON THE LEFT AND TWO
 DG3725'WOODS ROADS ON THE RIGHT, TURN RIGHT ON THE FIRST WOODS ROAD AND
 DG3725'DRIVE NORTHEAST FOR 0.05 MI (0.08 KM) TO THE TOP OF THE HILL AND THE
 DG3725'STATION ON THE RIGHT ON TOP OF THE HILL APPROXIMATELY 300.0 FT
 DG3725'(91.4 M) FROM THE ROAD.
 DG3725'THE STATION IS APPROXIMATELY 300.0 FT (91.4 M) EAST OF THE ROAD, ON
 DG3725'THE WEST SIDE OF THE TOP OF THE HILL, 2.4 FT (0.7 M) EAST OF A
 DG3725'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3725'STATION 62-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2420 ***********************************************************************
 CM2420  DESIGNATION -  62 7
 CM2420  PID         -  CM2420
 CM2420  STATE/COUNTY-  AL/TALLAPOOSA
 CM2420  USGS QUAD   -  CAMP HILL (1971)
 CM2420
 CM2420                         *CURRENT SURVEY CONTROL
 CM2420  ___________________________________________________________________
 CM2420* NAD 83(1992)-  32 46 39.24360(N)    085 39 29.67860(W)     ADJUSTED  
 CM2420* NAVD 88     -       186.0    (meters)     610.     (feet)  VERTCON   
 CM2420  ___________________________________________________________________
 CM2420  X           -     406,386.917 (meters)                     COMP
 CM2420  Y           -  -5,352,596.987 (meters)                     COMP
 CM2420  Z           -   3,433,329.052 (meters)                     COMP
 CM2420  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 CM2420  ELLIP HEIGHT-         157.03  (meters)          (07/29/02) GPS OBS
 CM2420  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CM2420
 CM2420  HORZ ORDER  -  FIRST
 CM2420  ELLP ORDER  -  FOURTH    CLASS I
 CM2420
 CM2420.The horizontal coordinates were established by GPS observations
 CM2420.and adjusted by the National Geodetic Survey in December 1992..
 CM2420
 CM2420.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2420.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2420
 CM2420.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2420
 CM2420.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2420
 CM2420.The ellipsoidal height was determined by GPS observations
 CM2420.and is referenced to NAD 83.
 CM2420
 CM2420.The geoid height was determined by GEOID03.
 CM2420
 CM2420;                    North         East     Units Scale Factor Converg.
 CM2420;SPC AL E     -   252,541.480   216,402.944   MT  0.99996332   +0 05 41.2
 CM2420;UTM  16      - 3,627,425.162   625,659.603   MT  0.99979470   +0 43 35.4
 CM2420
 CM2420!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2420!SPC AL E     -   0.99997535  x   0.99996332  =   0.99993867
 CM2420!UTM  16      -   0.99997535  x   0.99979470  =   0.99977005
 CM2420
 CM2420                          SUPERSEDED SURVEY CONTROL
 CM2420
 CM2420  ELLIP H (12/04/92)  157.06   (m)                       GP(       ) 4 1
 CM2420  NAD 83(1986)-  32 46 39.25042(N)    085 39 29.67829(W) AD(       ) 1
 CM2420  NGVD 29 (12/04/92)  186.0    (m)          610.     (f) GPS OBS        
 CM2420
 CM2420.Superseded values are not recommended for survey control.
 CM2420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2420.See file dsdata.txt to determine how the superseded data were derived.
 CM2420
 CM2420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2566027425(NAD 83)
 CM2420_MARKER: DD = SURVEY DISK
 CM2420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2420_SP_SET: CONCRETE POST
 CM2420_STAMPING: 62-7 1991
 CM2420_MARK LOGO: ALHD  
 CM2420_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2420+STABILITY: SURFACE MOTION
 CM2420_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2420+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2420
 CM2420  HISTORY     - Date     Condition        Report By
 CM2420  HISTORY     - 1991     MONUMENTED       ALHD
 CM2420
 CM2420                          STATION DESCRIPTION
 CM2420
 CM2420'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2420'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE CAMP HILL-EAST
 CM2420'TALLAPOOSA COUNTY AIRPORT IN CAMPHILL.
 CM2420'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 50 WEST
 CM2420'(MILE POST 97.55 ON U.S. 280) IN CAMP HILL, DRIVE SOUTHEAST ON U.S.
 CM2420'280 FOR 0.55 MI (0.89 KM) TO MILE POST 98.10 ALA 121 ON THE LEFT AND
 CM2420'TALLAPOOSA COUNTY ROAD NO. 89 ON THE RIGHT, TURN RIGHT ON TALLAPOOSA
 CM2420'COUNTY ROAD NO. 89 AND DRIVE SOUTH FOR 0.50 MI (0.80 KM) TO A PAVED
 CM2420'ROAD ON THE RIGHT TO THE CAMP HILL AIRPORT, TURN RIGHT ON THE PAVED
 CM2420'ROAD AND DRIVE WEST FOR 0.20 MI (0.32 KM) TO A GATE INTO THE AIRPORT,
 CM2420'PASS THROUGH THE GATE, IMMEDIATELY TURN LEFT AND DRIVE SOUTH FOR 0.05
 CM2420'MI (0.08 KM) TO A RAMP ON THE RIGHT TO THE RUNWAY, TURN RIGHT ON THE
 CM2420'RAMP AND DRIVE WEST FOR 0.05 MI (0.08 KM) TO A TRACK ROAD LEFT AND
 CM2420'RIGHT ALONG THE EAST SIDE OF THE RUNWAY, TURN LEFT ON THE TRACK ROAD
 CM2420'AND DRIVE SOUTH FOR 0.40 MI (0.64 KM) , CROSSING A PAVED PARKING
 CM2420'APRON AT THE SOUTH END OF THE RUNWAY, TO THE TOP OF A SLOPE AND THE
 CM2420'STATION ON THE RIGHT.
 CM2420'THE STATION IS LOCATED ON THE SOUTH END OF THE CAMP HILL AIRPORT,
 CM2420'100.3 FT (30.6 M) SOUTH OF THE SOUTHEAST CORNER OF THE PAVED RUNWAY,
 CM2420'118.5 FT (36.1 M) SOUTHWEST OF THE SOUTHEAST CORNER OF THE PAVED
 CM2420'APRON AT THE SOUTH END OF THE RUNWAY, 2.3 FT (0.7 M) NORTH OF A
 CM2420'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2420'STATION 62-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2420'BEFORE USING THIS STATION AT ANY TIME, PLEASE CONTACT,
 CM2420'MR. JIM BIRCHFIELD, AIRPORT MANAGER
 CM2420'P. O. BOX 8
 CM2420'CAMP HILL, ALABAMA 36850
 CM2420'PHONE 205-896-4311,
 CM2420'OR CONTACT CAMP HILL CITY HALL FOR A KEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2421 ***********************************************************************
 CM2421  DESIGNATION -  62 8
 CM2421  PID         -  CM2421
 CM2421  STATE/COUNTY-  AL/TALLAPOOSA
 CM2421  USGS QUAD   -  CAMP HILL (1971)
 CM2421
 CM2421                         *CURRENT SURVEY CONTROL
 CM2421  ___________________________________________________________________
 CM2421* NAD 83(1992)-  32 47 11.09705(N)    085 39 28.23843(W)     ADJUSTED  
 CM2421* NAVD 88     -       200.3    (meters)     657.     (feet)  VERTCON   
 CM2421  ___________________________________________________________________
 CM2421  X           -     406,384.971 (meters)                     COMP
 CM2421  Y           -  -5,352,076.313 (meters)                     COMP
 CM2421  Z           -   3,434,161.783 (meters)                     COMP
 CM2421  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 CM2421  ELLIP HEIGHT-         171.29  (meters)          (07/29/02) GPS OBS
 CM2421  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CM2421
 CM2421  HORZ ORDER  -  FIRST
 CM2421  ELLP ORDER  -  FOURTH    CLASS I
 CM2421
 CM2421.The horizontal coordinates were established by GPS observations
 CM2421.and adjusted by the National Geodetic Survey in December 1992..
 CM2421
 CM2421.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2421.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2421
 CM2421.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2421
 CM2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2421
 CM2421.The ellipsoidal height was determined by GPS observations
 CM2421.and is referenced to NAD 83.
 CM2421
 CM2421.The geoid height was determined by GEOID03.
 CM2421
 CM2421;                    North         East     Units Scale Factor Converg.
 CM2421;SPC AL E     -   253,522.773   216,438.795   MT  0.99996333   +0 05 42.1
 CM2421;UTM  16      - 3,628,406.625   625,684.627   MT  0.99979478   +0 43 36.8
 CM2421
 CM2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2421!SPC AL E     -   0.99997311  x   0.99996333  =   0.99993644
 CM2421!UTM  16      -   0.99997311  x   0.99979478  =   0.99976789
 CM2421
 CM2421                          SUPERSEDED SURVEY CONTROL
 CM2421
 CM2421  ELLIP H (12/04/92)  171.33   (m)                       GP(       ) 4 1
 CM2421  NAD 83(1986)-  32 47 11.10385(N)    085 39 28.23814(W) AD(       ) 1
 CM2421  NGVD 29 (12/04/92)  200.3    (m)          657.     (f) GPS OBS        
 CM2421
 CM2421.Superseded values are not recommended for survey control.
 CM2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2421.See file dsdata.txt to determine how the superseded data were derived.
 CM2421
 CM2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2568528407(NAD 83)
 CM2421_MARKER: DD = SURVEY DISK
 CM2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2421_SP_SET: CONCRETE POST
 CM2421_STAMPING: 62-8 1991
 CM2421_MARK LOGO: ALHD  
 CM2421_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2421+STABILITY: SURFACE MOTION
 CM2421_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2421+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2421
 CM2421  HISTORY     - Date     Condition        Report By
 CM2421  HISTORY     - 1991     MONUMENTED       ALHD
 CM2421
 CM2421                          STATION DESCRIPTION
 CM2421
 CM2421'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2421'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE CAMP HILL-EAST
 CM2421'TALLAPOOSA COUNTY AIRPORT IN CAMPHILL.
 CM2421'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 50 WEST
 CM2421'(MILE POST 97.55 ON U.S. 280) IN CAMP HILL, DRIVE SOUTHEAST ON U.S.
 CM2421'280 FOR 0.55 MI (0.89 KM) TO MILE POST 98.10 ALA 121 ON THE LEFT AND
 CM2421'TALLAPOOSA COUNTY ROAD NO. 89 ON THE RIGHT, TURN RIGHT ON TALLAPOOSA
 CM2421'COUNTY ROAD NO. 89 AND DRIVE SOUTH FOR 0.50 MI (0.80 KM) TO A PAVED
 CM2421'ROAD ON THE RIGHT TO THE CAMP HILL AIRPORT, TURN RIGHT ON THE PAVED
 CM2421'ROAD AND DRIVE WEST FOR 0.20 MI (0.32 KM) TO A GATE INTO THE AIRPORT,
 CM2421'PASS THROUGH THE GATE, IMMEDIATELY TURN LEFT AND DRIVE SOUTH FOR 0.05
 CM2421'MI (0.08 KM) TO A RAMP ON THE RIGHT TO THE RUNWAY, TURN RIGHT ON THE
 CM2421'RAMP AND DRIVE WEST FOR 0.05 MI (0.08 KM) TO A TRACK ROAD LEFT AND
 CM2421'RIGHT ALONG THE EAST SIDE OF THE RUNWAY, TURN RIGHT ON THE TRACK ROAD
 CM2421'AND DRIVE NORTH FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT.
 CM2421'THE STATION IS LOCATED ON THE NORTH END OF THE CAMP HILL AIRPORT, 3.5
 CM2421'FT (1.1 M) EAST OF THE EXTENDED PLANE OF THE EAST EDGE OF THE PAVED
 CM2421'RUNWAY, 121.9 FT (37.2 M) NORTH OF THE NORTHEAST CORNER OF THE PAVED
 CM2421'RUNWAY, 143.1 FT (43.6 M) NORTHEAST OF THE NORTHWEST CORNER OF THE
 CM2421'PAVED RUNWAY AND THE NORTHEAST CORNER OF A PAVED APRON, 79.0 FT
 CM2421'(24.1 M) WEST OF A CARSONITE WITNESS POST, 76.0 FT (23.2 M) SOUTH OF
 CM2421'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2421'STATION 62 8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2421'BEFORE USING THIS STATION AT ANY TIME, PLEASE CONTACT,
 CM2421'MR. JIM BIRCHFIELD, AIRPORT MANAGER
 CM2421'P. O. BOX 8
 CM2421'CAMP HILL, ALABAMA 36850
 CM2421'PHONE 205-896-4311,
 CM2421'OR CONTACT CAMP HILL CITY HALL FOR A KEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3709 ***********************************************************************
 DG3709  DESIGNATION -  62 9
 DG3709  PID         -  DG3709
 DG3709  STATE/COUNTY-  AL/TALLAPOOSA
 DG3709  USGS QUAD   -  DAVISTON (1969)
 DG3709
 DG3709                         *CURRENT SURVEY CONTROL
 DG3709  ___________________________________________________________________
 DG3709* NAD 83(1992)-  33 02 37.92826(N)    085 40 29.24317(W)     ADJUSTED  
 DG3709* NAVD 88     -       216.86   (meters)     711.5    (feet)  N HEIGHT  
 DG3709  ___________________________________________________________________
 DG3709  X           -     403,632.912 (meters)                     COMP
 DG3709  Y           -  -5,336,738.516 (meters)                     COMP
 DG3709  Z           -   3,458,140.321 (meters)                     COMP
 DG3709  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DG3709  ELLIP HEIGHT-         187.66  (meters)          (06/19/02) GPS OBS
 DG3709  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DG3709  DYNAMIC HT  -         216.60  (meters)     710.6   (feet)  COMP
 DG3709  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 DG3709
 DG3709  HORZ ORDER  -  B
 DG3709  VERT ORDER  -  THIRD
 DG3709  ELLP ORDER  -  FOURTH    CLASS I
 DG3709
 DG3709.The horizontal coordinates were established by GPS observations
 DG3709.and adjusted by the National Geodetic Survey in September 1992..
 DG3709
 DG3709.The orthometric height was determined by differential leveling
 DG3709.and adjusted by the National Geodetic Survey in September 1998..
 DG3709.The height was determined by precise leveling from only one NSRS
 DG3709.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DG3709.allowed ONLY to validate the GPS-derived height.
 DG3709
 DG3709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3709
 DG3709.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3709
 DG3709.The ellipsoidal height was determined by GPS observations
 DG3709.and is referenced to NAD 83.
 DG3709
 DG3709.The geoid height was determined by GEOID03.
 DG3709
 DG3709.The dynamic height is computed by dividing the NAVD 88
 DG3709.geopotential number by the normal gravity value computed on the
 DG3709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3709.degrees latitude (g = 980.6199 gals.).
 DG3709
 DG3709.The modeled gravity was interpolated from observed gravity values.
 DG3709
 DG3709;                    North         East     Units Scale Factor Converg.
 DG3709;SPC AL E     -   282,071.480   214,808.484   MT  0.99996270   +0 05 11.2
 DG3709;UTM  16      - 3,656,930.657   623,738.826   MT  0.99978879   +0 43 21.7
 DG3709
 DG3709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3709!SPC AL E     -   0.99997054  x   0.99996270  =   0.99993324
 DG3709!UTM  16      -   0.99997054  x   0.99978879  =   0.99975933
 DG3709
 DG3709:                Primary Azimuth Mark                     Grid Az
 DG3709:SPC AL E     -  J 274                                    104 06 23.1
 DG3709:UTM  16      -  J 274                                    103 28 12.6
 DG3709
 DG3709|---------------------------------------------------------------------|
 DG3709| PID    Reference Object                     Distance      Geod. Az  |
 DG3709|                                                           dddmmss.s |
 DG3709| DG1478 J 274                               491.814 METERS 1041134.3 |
 DG3709|---------------------------------------------------------------------|
 DG3709
 DG3709                          SUPERSEDED SURVEY CONTROL
 DG3709
 DG3709  ELLIP H (09/01/92)  187.72   (m)                       GP(       ) 1 2
 DG3709  NAD 83(1986)-  33 02 37.93342(N)    085 40 29.24568(W) AD(       ) 1
 DG3709  NAVD 88 (08/31/99)  216.86   (m)          711.5    (f) LEVELING    3  
 DG3709  NGVD 29 (??/??/??)  216.80   (m)          711.3    (f) N HEIGHT    3  
 DG3709
 DG3709.Superseded values are not recommended for survey control.
 DG3709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3709.See file dsdata.txt to determine how the superseded data were derived.
 DG3709
 DG3709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2373956931(NAD 83)
 DG3709_MARKER: DD = SURVEY DISK
 DG3709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3709_SP_SET: CONCRETE POST
 DG3709_STAMPING: 62-9 1991
 DG3709_MARK LOGO: ALHD  
 DG3709_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3709+STABILITY: SURFACE MOTION
 DG3709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3709+SATELLITE: SATELLITE OBSERVATIONS - January 20, 1998
 DG3709
 DG3709  HISTORY     - Date     Condition        Report By
 DG3709  HISTORY     - 1991     MONUMENTED       ALHD
 DG3709  HISTORY     - 19920116 GOOD             NGS
 DG3709  HISTORY     - 19920316 GOOD             ALHD
 DG3709  HISTORY     - 19930325 GOOD             NOS
 DG3709  HISTORY     - 19980120 GOOD             NGS
 DG3709
 DG3709                          STATION DESCRIPTION
 DG3709
 DG3709'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3709'THE STATION IS LOCATED IN TALLAPOOSA COUNTY, ON THE SOUTH
 DG3709'RIGHT-OF-WAY OF ALA 22.  ABOUT 2.10 MI (3.38 KM) WEST-SOUTHWEST OF
 DG3709'DAVISTON AND ABOUT 5.80 MI (9.33 KM) EAST OF NEW SITE.  TO REACH THE
 DG3709'STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 NORTH (MILE POST
 DG3709'132.15 ON ALA 22) IN NEW SITE.  DRIVE EAST ON ALA 22 FOR 6.75 MI
 DG3709'(10.86 KM) TO MILE POST 138.90 AND THE STATION ON THE RIGHT.  THE
 DG3709'STATION IS 3.0 FT (0.9 M) NORTH OF A HOG WIRE FENCE WITH ONE STRAND
 DG3709'OF BARBED WIRE ON TREATED WOOD POSTS, 36.2 FT (11.0 M) SOUTH OF THE
 DG3709'CENTERLINE OF ALA 22, 85.2 FT (26.0 M) SOUTH-SOUTHEAST OF TELEPHONE
 DG3709'CABLE PEDESTAL NO. RE ACROSS ALA 22.  94.0 FT (28.7 M)
 DG3709'SOUTH-SOUTHEAST OF A LARGE CORNER FENCE POST WITH NO FENCE ACROSS ALA
 DG3709'22, 2.9 FT (0.9) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 DG3709'FLUSH WITH THE GROUND.
 DG3709'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 DG3709'OF ALA 22, ABOUT 2.10 MI (3.38 KM) WEST-SOUTHWEST OF DAVISTON AND
 DG3709'ABOUT 5.80 MI (9.33 KM) EAST OF NEW SITE.
 DG3709'TO REACH THE STATION FROM THE JUNCTION OF ALA 22 AND ALA 49 NORTH
 DG3709'(MILE POST 132.15 ON ALA 22) IN NEW SITE, DRIVE EAST ON ALA 22 FOR
 DG3709'6.75 MI (10.86 KM) TO MILE POST 138.90 AND THE STATION ON THE RIGHT.
 DG3709'THE STATION IS 3.0 FT (0.9 M) NORTH OF A HOG WIRE FENCE WITH ONE
 DG3709'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 36.2 FT (11.0 M) SOUTH
 DG3709'OF THE CENTERLINE OF ALA 22, 85.2 FT (26.0 M) SOUTH-SOUTHEAST OF
 DG3709'TELEPHONE CABLE PEDESTAL NO. RE ACROSS ALA 22, 94.0 FT (28.7 M)
 DG3709'SOUTH-SOUTHEAST OF A LARGE CORNER FENCE POST WITH NO FENCE ACROSS ALA
 DG3709'22, 2.9 FT (0.9 M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND
 DG3709'SET FLUSH WITH THE GROUND.
 DG3709'BENCH MARK J 274 1949 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3709
 DG3709                          STATION RECOVERY (1992)
 DG3709
 DG3709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 DG3709'THE STATION IS LOCATED 3.38 KM (2.10 MI) WEST-SOUTHWEST OF DAVISTON
 DG3709'AND 9.33 KM (5.80 MI) EAST OF THE TOWN OF NEW SITE ON THE SOUTH
 DG3709'RIGHT-OF-WAY OF STATE HIGHWAY 22.  OWNERSHIP--ALABAMA DEPARTMENT OF
 DG3709'HIGHWAYS.
 DG3709'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 22 AND 49
 DG3709'IN THE CENTER OF NEW SITE, GO EAST ON STATE HIGHWAY 22 FOR 12.6 KM
 DG3709'(7.8 MI) TO MILE POST 138.9 AND THE STATION ON THE RIGHT.
 DG3709'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 DG3709'GROUND, AND IS LOCATED 28.7 M (94.2 FT) SOUTH-SOUTHEAST OF A LARGE
 DG3709'FENCE CORNER POST (WITH NO FENCE) ACROSS HIGHWAY, 26.0 M (85.3 FT)
 DG3709'SOUTH-SOUTHEAST OF A TELEPHONE CABLE PEDASTAL ACROSS HIGHWAY, 11.0 M
 DG3709'(36.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) NORTH OF A
 DG3709'HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE AND 2.9 FT (0.9 M)
 DG3709'NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST.
 DG3709'NOTE--BENCH MARK J 274 1949 MAY BE USED AS AN AZIMUTH.
 DG3709
 DG3709                          STATION RECOVERY (1992)
 DG3709
 DG3709'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3709'THE STATION IS LOCATED 3.38 KM (2.10 MI) WEST-SOUTHWEST OF DAVISTON
 DG3709'AND 9.33 KM (5.80 MI) EAST OF THE TOWN OF NEW SITE ON THE SOUTH
 DG3709'RIGHT-OF-WAY OF STATE HIGHWAY 22.  OWNERSHIP--ALABAMA DEPARTMENT OF
 DG3709'HIGHWAYS.
 DG3709'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 22 AND 49
 DG3709'IN THE CENTER OF NEW SITE, GO EAST ON STATE HIGHWAY 22 FOR 12.6 KM
 DG3709'(7.80 MI) TO MILE POST 138.9 AND THE STATION ON THE RIGHT.
 DG3709'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 DG3709'GROUND, AND IS LOCATED 28.7 M (94.2 FT) SOUTH-SOUTHEAST OF A LARGE
 DG3709'FENCE CORNER POST (WITH NO FENCE) ACROSS HIGHWAY, 26.0 M (85.3 FT)
 DG3709'SOUTH-SOUTHEAST OF A TELEPHONE CABLE PEDASTAL ACROSS HIGHWAY, 11.0 M
 DG3709'(36.1 FT) SOUTH OF THE HIGHWAY CENTERLINE, 0.9 M (3.0 FT) NORTH OF A
 DG3709'HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE AND 2.9 FT (0.9 M)
 DG3709'NORTH-NORTHEAST OF A FIBERGLASS WITNESS POST.
 DG3709'NOTE--BENCH MARK J 274 1949 MAY BE USED AS AN AZIMUTH.
 DG3709
 DG3709                          STATION RECOVERY (1993)
 DG3709
 DG3709'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993
 DG3709'RECOVERED IN GOOD CONDITION.
 DG3709
 DG3709                          STATION RECOVERY (1998)
 DG3709
 DG3709'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DG3709'THE STATION IS LOCATED 3.38 KM (2.10 MI) WEST-SOUTHWEST OF DAVISTON,
 DG3709'9.33 KM (5.80 MI) EAST OF NEW SITE, ON THE SOUTH RIGHT-OF-WAY OF STATE
 DG3709'HIGHWAY 22.  OWNERSHIP--ALABAMA DEPARTMENT OF TRANSPORTATION, 1409
 DG3709'COLISEUM BOULEVARD, MONTGOMERY AL 36130-3050.  CONTACT MR. DON
 DG3709'SPILLARS, PHONE 334-242-6614, FAX 269-0826.  TO REACH THE STATION FROM
 DG3709'THE INTERSECTION OF STATE HIGHWAYS 22 AND 49 IN THE CENTER OF NEW
 DG3709'SITE, GO EAST ON STATE HIGHWAY 22 FOR 12.6 KM (7.80 MI) TO MILEPOST
 DG3709'138.9 AND THE STATION ON THE RIGHT.  THE STATION IS SET IN THE TOP OF
 DG3709'A CONCRETE MONUMENT FLUSH WITH GROUND.  LOCATED 69.1 M (226.7 FT)
 DG3709'EAST-SOUTHEAST OF THE CENTER OF THE DRIVEWAY ENTRANCE AT MAILBOX 20704
 DG3709'(MCDANIEL), 49.7 M (163.1 FT) EAST OF THE NORTHWEST CORNER OF A WIRE
 DG3709'FENCE, 28.7 M (94.2 FT) SOUTH-SOUTHEAST OF A LARGE FENCE CORNER POST
 DG3709'(WITH NO FENCE) ACROSS HIGHWAY, 26.0 M (85.3 FT) SOUTH-SOUTHEAST OF A
 DG3709'TELEPHONE CABLE PEDESTAL ACROSS HIGHWAY, 11.0 M (36.1 FT) SOUTH OF THE
 DG3709'HIGHWAY CENTERLINE, 0.9 M (3.0 FT) NORTH OF A HOG WIRE FENCE WITH ONE
 DG3709'STRAND OF BARBED WIRE, 2.9 FT (0.9 M) NORTH-NORTHEAST OF A FIBERGLASS
 DG3709'WITNESS POST, ABOUT 0.4 M (1.3 FT) LOWER THAN HIGHWAY AND FLUSH WITH
 DG3709'GROUND.  NOTE--BENCH MARK J 274 1949 MAY BE USED AS AN AZIMUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1278 ***********************************************************************
 CM1278  DESIGNATION -  63
 CM1278  PID         -  CM1278
 CM1278  STATE/COUNTY-  AL/MACON
 CM1278  USGS QUAD   -  NOTASULGA (1971)
 CM1278
 CM1278                         *CURRENT SURVEY CONTROL
 CM1278  ___________________________________________________________________
 CM1278* NAD 83(1986)-  32 34 48.     (N)    085 42 44.     (W)     SCALED    
 CM1278* NAVD 88     -       173.060  (meters)     567.78   (feet)  ADJUSTED  
 CM1278  ___________________________________________________________________
 CM1278  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CM1278  DYNAMIC HT  -         172.857 (meters)     567.12  (feet)  COMP
 CM1278  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 CM1278
 CM1278  VERT ORDER  -  SECOND    CLASS 0
 CM1278
 CM1278.The horizontal coordinates were scaled from a topographic map and have
 CM1278.an estimated accuracy of +/- 6 seconds.
 CM1278
 CM1278.The orthometric height was determined by differential leveling
 CM1278.and adjusted by the National Geodetic Survey in June 1991..
 CM1278
 CM1278.The geoid height was determined by GEOID03.
 CM1278
 CM1278.The dynamic height is computed by dividing the NAVD 88
 CM1278.geopotential number by the normal gravity value computed on the
 CM1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1278.degrees latitude (g = 980.6199 gals.).
 CM1278
 CM1278.The modeled gravity was interpolated from observed gravity values.
 CM1278
 CM1278;                    North         East    Units  Estimated Accuracy
 CM1278;SPC AL E     -   230,630.      211,370.      MT  (+/- 180 meters Scaled)
 CM1278
 CM1278                          SUPERSEDED SURVEY CONTROL
 CM1278
 CM1278  NGVD 29 (??/??/92)  173.033  (m)          567.69   (f) ADJ UNCH    2 0
 CM1278
 CM1278.Superseded values are not recommended for survey control.
 CM1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1278.See file dsdata.txt to determine how the superseded data were derived.
 CM1278
 CM1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB208054(NAD 83)
 CM1278_MARKER: DD = SURVEY DISK
 CM1278_SETTING: 0 = UNSPECIFIED SETTING
 CM1278_STAMPING: NO 63 1934
 CM1278_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1278
 CM1278  HISTORY     - Date     Condition        Report By
 CM1278  HISTORY     - 1934     MONUMENTED       USGS
 CM1278  HISTORY     - 1934     GOOD             NGS
 CM1278
 CM1278                          STATION DESCRIPTION
 CM1278
 CM1278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM1278'2.9 MI W FROM NOTASULGA.
 CM1278'ALONG STATE HIGHWAY NO. 14, ABOUT 175 FEET WEST OF INTERSECTION OF
 CM1278'STATE HIGHWAY NO. 14 AND ROAD TO FRANKLIN, ALA.  15 FEET NORTH OF
 CM1278'NORTHWEST CORNER OF STORE AND FILLING STATION OWNED BY C.D.
 CM1278'THOMPSON.  27 FEET SOUTH OF CENTER LINE OF HIGHWAY NO. 14.  ABOUT
 CM1278'THREE FEET ABOVE HIGHWAY GRADE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0751 ***********************************************************************
 EF0751  DESIGNATION -  63
 EF0751  PID         -  EF0751
 EF0751  STATE/COUNTY-  AL/LIMESTONE
 EF0751  USGS QUAD   -  CAIRO (1950)
 EF0751
 EF0751                         *CURRENT SURVEY CONTROL
 EF0751  ___________________________________________________________________
 EF0751* NAD 83(1986)-  34 45 10.     (N)    087 11 13.     (W)     SCALED    
 EF0751* NAVD 88     -       165.400  (meters)     542.65   (feet)  POSTED    
 EF0751  ___________________________________________________________________
 EF0751  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 EF0751  DYNAMIC HT  -         165.250 (meters)     542.16  (feet)  COMP
 EF0751  MODELED GRAV-     979,694.4   (mgal)                       NAVD 88
 EF0751
 EF0751  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0751
 EF0751.The horizontal coordinates were scaled from a topographic map and have
 EF0751.an estimated accuracy of +/- 6 seconds.
 EF0751
 EF0751.The orthometric height was determined by differential leveling
 EF0751.and adjusted by the National Geodetic Survey in 1992..
 EF0751.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0751.rate of 0.0 thru 1.0 mm/km.
 EF0751
 EF0751.The geoid height was determined by GEOID03.
 EF0751
 EF0751.The dynamic height is computed by dividing the NAVD 88
 EF0751.geopotential number by the normal gravity value computed on the
 EF0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0751.degrees latitude (g = 980.6199 gals.).
 EF0751
 EF0751.The modeled gravity was interpolated from observed gravity values.
 EF0751
 EF0751;                    North         East    Units  Estimated Accuracy
 EF0751;SPC AL W     -   527,060.      628,660.      MT  (+/- 180 meters Scaled)
 EF0751
 EF0751                          SUPERSEDED SURVEY CONTROL
 EF0751
 EF0751  NGVD 29 (??/??/92)  165.352  (m)          542.49   (f) ADJ UNCH    1 2
 EF0751
 EF0751.Superseded values are not recommended for survey control.
 EF0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0751.See file dsdata.txt to determine how the superseded data were derived.
 EF0751
 EF0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD828456(NAD 83)
 EF0751_MARKER: DD = SURVEY DISK
 EF0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0751+STABILITY: SURFACE MOTION
 EF0751
 EF0751  HISTORY     - Date     Condition        Report By
 EF0751  HISTORY     - UNK      MONUMENTED       USE
 EF0751  HISTORY     - 1933     GOOD             NGS
 EF0751
 EF0751                          STATION DESCRIPTION
 EF0751
 EF0751'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0751'15.75 MI NW FROM DECATUR.
 EF0751'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 175 3/4,
 EF0751'APPROX 1000 FEET UPSTREAM FROM FOOT OF BROWNS ISLAND.  150 FEET FROM
 EF0751'RIVER BANK AT EDGE OF OLD INDIAN MOUND.  12 FEET UPSTREAM FROM 36 IN.
 EF0751'RED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2755 ***********************************************************************
 DH2755  DESIGNATION -  63 1
 DH2755  PID         -  DH2755
 DH2755  STATE/COUNTY-  AL/TUSCALOOSA
 DH2755  USGS QUAD   -  BURCHFIELD STORE (1983)
 DH2755
 DH2755                         *CURRENT SURVEY CONTROL
 DH2755  ___________________________________________________________________
 DH2755* NAD 83(1992)-  33 24 17.72343(N)    087 15 38.62825(W)     ADJUSTED  
 DH2755* NAVD 88     -       177.3    (meters)     582.     (feet)  VERTCON   
 DH2755  ___________________________________________________________________
 DH2755  X           -     254,726.705 (meters)                     COMP
 DH2755  Y           -  -5,323,916.195 (meters)                     COMP
 DH2755  Z           -   3,491,617.695 (meters)                     COMP
 DH2755  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 DH2755  ELLIP HEIGHT-         148.46  (meters)          (07/29/02) GPS OBS
 DH2755  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DH2755
 DH2755  HORZ ORDER  -  FIRST
 DH2755  ELLP ORDER  -  FOURTH    CLASS I
 DH2755
 DH2755.The horizontal coordinates were established by GPS observations
 DH2755.and adjusted by the National Geodetic Survey in December 1992..
 DH2755
 DH2755.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2755.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2755
 DH2755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2755
 DH2755.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2755
 DH2755.The ellipsoidal height was determined by GPS observations
 DH2755.and is referenced to NAD 83.
 DH2755
 DH2755.The geoid height was determined by GEOID03.
 DH2755
 DH2755;                    North         East     Units Scale Factor Converg.
 DH2755;SPC AL W     -   377,544.308   622,256.388   MT  0.99993944   +0 07 54.2
 DH2755;UTM  16      - 3,696,208.597   475,755.515   MT  0.99960725   -0 08 36.8
 DH2755
 DH2755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2755!SPC AL W     -   0.99997669  x   0.99993944  =   0.99991613
 DH2755!UTM  16      -   0.99997669  x   0.99960725  =   0.99958395
 DH2755
 DH2755                          SUPERSEDED SURVEY CONTROL
 DH2755
 DH2755  ELLIP H (12/04/92)  148.53   (m)                       GP(       ) 4 1
 DH2755  NAD 83(1986)-  33 24 17.72791(N)    087 15 38.62980(W) AD(       ) 1
 DH2755  NGVD 29 (12/04/92)  177.3    (m)          582.     (f) GPS OBS        
 DH2755
 DH2755.Superseded values are not recommended for survey control.
 DH2755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2755.See file dsdata.txt to determine how the superseded data were derived.
 DH2755
 DH2755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7575696209(NAD 83)
 DH2755_MARKER: DD = SURVEY DISK
 DH2755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2755_SP_SET: CONCRETE POST
 DH2755_STAMPING: 63 - 1 1989
 DH2755_MARK LOGO: ALHD  
 DH2755_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2755+STABILITY: SURFACE MOTION
 DH2755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2755+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1990
 DH2755
 DH2755  HISTORY     - Date     Condition        Report By
 DH2755  HISTORY     - 1989     MONUMENTED       ALHD
 DH2755  HISTORY     - 19900228 GOOD
 DH2755
 DH2755                          STATION DESCRIPTION
 DH2755
 DH2755'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2755'THE STATION IS LOCATED IN THE EASTERN END OF TUSCALOOSA COUNTY ON THE
 DH2755'SOUTHEAST RIGHT OF WAY OF A PAVED COUNTY ROAD SOUTHWEST OF BETTY HILL
 DH2755'GRO. AT BULL CITY.
 DH2755'TO REACH THE STATION FROM THE CROSS ROAD AND BETTY HILL GRO. AT BULL
 DH2755'CITY IN EAST TUSCALOOSA COUNTY, DRIVE SOUTHWEST ON A PAVED COUNTY
 DH2755'ROAD 0.90 MI (1.45 KM) TO THE STATION ON THE LEFT WHERE A CLEARED
 DH2755'STRIP MINE AREA REACHES THE ROAD.
 DH2755'THE STATION IS 72.0 FT (21.9 M) SOUTHEAST OF A PAVED COUNTY ROAD, 62.0
 DH2755'FT (18.9 M) SOUTH - SOUTHEST OF THE SOUTHEAST END OF AN 18 INCH
 DH2755'CORREGATED METAL PIPE UNDER THE PAVED ROAD, 20.0 FT (6.1 M) SOUTHEAST
 DH2755'OF A TERRACE IN THE OPEN AREA, 3.0 FT (0.9 M) NORTH OF A CARSONITE
 DH2755'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2755'TRIANGULATION STATION OWEN 1939 MAY BE USED AS AN AZIMUTH FOR THIS
 DH2755'STATION.
 DH2755
 DH2755                          STATION RECOVERY (1990)
 DH2755
 DH2755'RECOVERED 1990
 DH2755'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2821 ***********************************************************************
 DH2821  DESIGNATION -  63 10
 DH2821  PID         -  DH2821
 DH2821  STATE/COUNTY-  AL/TUSCALOOSA
 DH2821  USGS QUAD   -  COTTONDALE (1983)
 DH2821
 DH2821                         *CURRENT SURVEY CONTROL
 DH2821  ___________________________________________________________________
 DH2821* NAD 83(1992)-  33 10 11.89979(N)    087 22 34.96913(W)     ADJUSTED  
 DH2821* NAVD 88     -       127.7    (meters)     419.     (feet)  VERTCON   
 DH2821  ___________________________________________________________________
 DH2821  X           -     244,632.755 (meters)                     COMP
 DH2821  Y           -  -5,338,664.965 (meters)                     COMP
 DH2821  Z           -   3,469,807.037 (meters)                     COMP
 DH2821  LAPLACE CORR-          -0.74  (seconds)                    DEFLEC99
 DH2821  ELLIP HEIGHT-          98.57  (meters)          (07/29/02) GPS OBS
 DH2821  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2821
 DH2821  HORZ ORDER  -  FIRST
 DH2821  ELLP ORDER  -  FOURTH    CLASS I
 DH2821
 DH2821.The horizontal coordinates were established by GPS observations
 DH2821.and adjusted by the National Geodetic Survey in December 1992..
 DH2821
 DH2821.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2821.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2821
 DH2821.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2821
 DH2821.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2821
 DH2821.The ellipsoidal height was determined by GPS observations
 DH2821.and is referenced to NAD 83.
 DH2821
 DH2821.The geoid height was determined by GEOID03.
 DH2821
 DH2821;                    North         East     Units Scale Factor Converg.
 DH2821;SPC AL W     -   351,468.946   611,529.690   MT  0.99993497   +0 04 03.5
 DH2821;UTM  16      - 3,670,193.395   464,907.588   MT  0.99961518   -0 12 21.3
 DH2821
 DH2821!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2821!SPC AL W     -   0.99998452  x   0.99993497  =   0.99991950
 DH2821!UTM  16      -   0.99998452  x   0.99961518  =   0.99959971
 DH2821
 DH2821:                Primary Azimuth Mark                     Grid Az
 DH2821:SPC AL W     -  63 9                                     260 05 22.4
 DH2821:UTM  16      -  63 9                                     260 21 47.2
 DH2821
 DH2821|---------------------------------------------------------------------|
 DH2821| PID    Reference Object                     Distance      Geod. Az  |
 DH2821|                                                           dddmmss.s |
 DH2821| DH2820 63 9                                434.919 METERS 2600925.9 |
 DH2821|---------------------------------------------------------------------|
 DH2821
 DH2821                          SUPERSEDED SURVEY CONTROL
 DH2821
 DH2821  ELLIP H (12/04/92)   98.65   (m)                       GP(       ) 4 1
 DH2821  NAD 83(1986)-  33 10 11.90555(N)    087 22 34.97215(W) AD(       ) 1
 DH2821  NGVD 29 (12/04/92)  127.6    (m)          419.     (f) GPS OBS        
 DH2821
 DH2821.Superseded values are not recommended for survey control.
 DH2821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2821.See file dsdata.txt to determine how the superseded data were derived.
 DH2821
 DH2821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6490870193(NAD 83)
 DH2821_MARKER: DD = SURVEY DISK
 DH2821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2821_SP_SET: CONCRETE POST
 DH2821_STAMPING: 63-10 1991
 DH2821_MARK LOGO: ALHD  
 DH2821_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2821+STABILITY: SURFACE MOTION
 DH2821_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2821+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2821
 DH2821  HISTORY     - Date     Condition        Report By
 DH2821  HISTORY     - 1991     MONUMENTED       ALHD
 DH2821
 DH2821                          STATION DESCRIPTION
 DH2821
 DH2821'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2821'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 DH2821'OF U. S. 11, ABOUT 10.78 KM (6.70 MI) SOUTHWEST OF BROOKWOOD, AND
 DH2821'ABOUT 18.51 KM (11.50 MI) EAST-SOUTHEAST OF TUSCALOOSA.
 DH2821'TO REACH THE STATION FROM THE I-20 AND I-59 EXIT 79 (MILE POST 90.40
 DH2821'ON U. S. 11), DRIVE EAST ON U. S. 11 FOR 3.14 KM (1.95 MI) TO MILE
 DH2821'POST 92.35 AND THE STATION ON THE RIGHT.
 DH2821'THE STATION IS 9.75 M (31.99 FT) EAST OF THE CENTER OF A GRADED
 DH2821'STREET, 14.57 M (47.80 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF U. S.
 DH2821'11, 16.06 M (52.69 FT) WEST OF TELEPHONE CABLE PEDESTAL NO. SS, AND
 DH2821'16.28 M (53.41 FT) WEST OF A BURIED CABLE WARNING SIGN AND 1.7 FT
 DH2821'(0.5 M) WEST OF A CARSONITE WITNESS POST.
 DH2821'STATION 63-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7527 ***********************************************************************
 AA7527  DESIGNATION -  63 11
 AA7527  PID         -  AA7527
 AA7527  STATE/COUNTY-  AL/TUSCALOOSA
 AA7527  USGS QUAD   -  BERRY SE (1982)
 AA7527
 AA7527                         *CURRENT SURVEY CONTROL
 AA7527  ___________________________________________________________________
 AA7527* NAD 83(1992)-  33 33 36.14400(N)    087 34 38.06124(W)     ADJUSTED  
 AA7527* NAVD 88     -       141.6    (meters)     465.     (feet)  VERTCON   
 AA7527  ___________________________________________________________________
 AA7527  X           -     224,910.507 (meters)                     COMP
 AA7527  Y           -  -5,315,729.745 (meters)                     COMP
 AA7527  Z           -   3,505,948.106 (meters)                     COMP
 AA7527  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AA7527  ELLIP HEIGHT-         113.37  (meters)          (07/29/02) GPS OBS
 AA7527  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 AA7527
 AA7527  HORZ ORDER  -  FIRST
 AA7527  ELLP ORDER  -  FOURTH    CLASS I
 AA7527
 AA7527.The horizontal coordinates were established by GPS observations
 AA7527.and adjusted by the National Geodetic Survey in August 1995..
 AA7527
 AA7527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7527
 AA7527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7527
 AA7527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7527
 AA7527.The ellipsoidal height was determined by GPS observations
 AA7527.and is referenced to NAD 83.
 AA7527
 AA7527.The geoid height was determined by GEOID03.
 AA7527
 AA7527;                    North         East     Units Scale Factor Converg.
 AA7527;SPC AL W     -   394,724.731   592,828.170   MT  0.99993397   -0 02 33.7
 AA7527;UTM  16      - 3,713,525.038   446,419.606   MT  0.99963539   -0 19 08.8
 AA7527
 AA7527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7527!SPC AL W     -   0.99998220  x   0.99993397  =   0.99991617
 AA7527!UTM  16      -   0.99998220  x   0.99963539  =   0.99961760
 AA7527
 AA7527:                Primary Azimuth Mark                     Grid Az
 AA7527:SPC AL W     -  63 12                                    104 36 08.7
 AA7527:UTM  16      -  63 12                                    104 52 43.8
 AA7527
 AA7527|---------------------------------------------------------------------|
 AA7527| PID    Reference Object                     Distance      Geod. Az  |
 AA7527|                                                           dddmmss.s |
 AA7527| AA7528 63 12                               470.940 METERS 1043335.0 |
 AA7527|---------------------------------------------------------------------|
 AA7527
 AA7527                          SUPERSEDED SURVEY CONTROL
 AA7527
 AA7527  ELLIP H (08/28/95)  113.42   (m)                       GP(       ) 4 1
 AA7527  NGVD 29 (08/28/95)  141.5    (m)          464.     (f) GPS OBS        
 AA7527
 AA7527.Superseded values are not recommended for survey control.
 AA7527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7527.See file dsdata.txt to determine how the superseded data were derived.
 AA7527
 AA7527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4642013525(NAD 83)
 AA7527_MARKER: DD = SURVEY DISK
 AA7527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7527_STAMPING: 63-11 1994
 AA7527_MARK LOGO: ALHD  
 AA7527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7527+STABILITY: SURFACE MOTION
 AA7527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7527+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7527
 AA7527  HISTORY     - Date     Condition        Report By
 AA7527  HISTORY     - 1994     MONUMENTED       ALHD
 AA7527
 AA7527                          STATION DESCRIPTION
 AA7527
 AA7527'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7527'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE EAST RIGHT OF WAY
 AA7527'OF A COUNTY GRAVEL ROAD, ABOUT 4.65 MI (7.48 KM) EAST OF NEW LEXINGTON
 AA7527'AND ABOUT 6.80 MI (10.94 KM) NORTHWEST OF WINDHAM SPRINGS. TO REACH
 AA7527'THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82 (MILE POST 204.10
 AA7527'ON U.S. 43 AND MILE POST 47.35 ON U.S. 82) AT A TRAFFIC LIGHT IN
 AA7527'NORTHPORT, DRIVE NORTH ON U.S. 43 FOR 24.30 MI (39.11 KM) TO MILE POST
 AA7527'228.40 AND TUSCALOOSA COUNTY ROAD NO. 55 LEFT AND RIGHT, TURN RIGHT ON
 AA7527'TUSCALOOSA COUNTY ROAD NO. 55 AND DRIVE SOUTHEAST FOR 1.80 MI (2.90
 AA7527'KM) TO A PAVED CROSS ROAD WITH TUSCALOOSA COUNTY ROAD NO. 63 LEFT AND
 AA7527'RIGHT, CONTINUE SOUTHEAST ON TUSCALOOSA COUNTY ROAD NO. 55 FOR 1.75 MI
 AA7527'(2.82 KM) TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT,
 AA7527'TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 0.25 MI
 AA7527'(0.40 KM) TO THE END OF PAVEMENT, CONTINUE NORTHEAST AND EAST FOR 2.00
 AA7527'MI (3.22 KM) TO A COUNTY GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE
 AA7527'COUNTY GRAVEL ROAD AND DRIVE NORTH FOR 0.15 MI (0.24 KM) TO THE
 AA7527'STATION ON THE RIGHT. THE STATION IS LOCATED IN THE WEST SIDE OF A
 AA7527'CLEAR CUT AREA, 23.0 FT (7.0 M) EAST OF THE CENTER OF A COUNTY GRAVEL
 AA7527'ROAD, 2.2 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7527'WITH THE GROUND. STATION 63-12 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7527'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7528 ***********************************************************************
 AA7528  DESIGNATION -  63 12
 AA7528  PID         -  AA7528
 AA7528  STATE/COUNTY-  AL/TUSCALOOSA
 AA7528  USGS QUAD   -  BERRY SE (1982)
 AA7528
 AA7528                         *CURRENT SURVEY CONTROL
 AA7528  ___________________________________________________________________
 AA7528* NAD 83(1992)-  33 33 32.30104(N)    087 34 20.39003(W)     ADJUSTED  
 AA7528* NAVD 88     -       150.3    (meters)     493.     (feet)  VERTCON   
 AA7528  ___________________________________________________________________
 AA7528  X           -     225,369.000 (meters)                     COMP
 AA7528  Y           -  -5,315,783.153 (meters)                     COMP
 AA7528  Z           -   3,505,854.288 (meters)                     COMP
 AA7528  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA7528  ELLIP HEIGHT-         122.14  (meters)          (07/29/02) GPS OBS
 AA7528  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AA7528
 AA7528  HORZ ORDER  -  FIRST
 AA7528  ELLP ORDER  -  FOURTH    CLASS I
 AA7528
 AA7528.The horizontal coordinates were established by GPS observations
 AA7528.and adjusted by the National Geodetic Survey in August 1995..
 AA7528
 AA7528.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7528
 AA7528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7528
 AA7528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7528
 AA7528.The ellipsoidal height was determined by GPS observations
 AA7528.and is referenced to NAD 83.
 AA7528
 AA7528.The geoid height was determined by GEOID03.
 AA7528
 AA7528;                    North         East     Units Scale Factor Converg.
 AA7528;SPC AL W     -   394,606.011   593,283.868   MT  0.99993389   -0 02 23.9
 AA7528;UTM  16      - 3,713,404.156   446,874.590   MT  0.99963479   -0 18 59.0
 AA7528
 AA7528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7528!SPC AL W     -   0.99998083  x   0.99993389  =   0.99991472
 AA7528!UTM  16      -   0.99998083  x   0.99963479  =   0.99961562
 AA7528
 AA7528:                Primary Azimuth Mark                     Grid Az
 AA7528:SPC AL W     -  63 11                                    284 36 08.7
 AA7528:UTM  16      -  63 11                                    284 52 43.8
 AA7528
 AA7528|---------------------------------------------------------------------|
 AA7528| PID    Reference Object                     Distance      Geod. Az  |
 AA7528|                                                           dddmmss.s |
 AA7528| AA7527 63 11                               470.940 METERS 2843344.8 |
 AA7528|---------------------------------------------------------------------|
 AA7528
 AA7528                          SUPERSEDED SURVEY CONTROL
 AA7528
 AA7528  ELLIP H (08/28/95)  122.19   (m)                       GP(       ) 4 1
 AA7528  NGVD 29 (08/28/95)  150.3    (m)          493.     (f) GPS OBS        
 AA7528
 AA7528.Superseded values are not recommended for survey control.
 AA7528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7528.See file dsdata.txt to determine how the superseded data were derived.
 AA7528
 AA7528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4687513404(NAD 83)
 AA7528_MARKER: DD = SURVEY DISK
 AA7528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7528_STAMPING: 63-12 1994
 AA7528_MARK LOGO: ALHD  
 AA7528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7528+STABILITY: SURFACE MOTION
 AA7528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7528+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7528
 AA7528  HISTORY     - Date     Condition        Report By
 AA7528  HISTORY     - 1994     MONUMENTED       ALHD
 AA7528
 AA7528                          STATION DESCRIPTION
 AA7528
 AA7528'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7528'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTH RIGHT OF WAY
 AA7528'OF A COUNTY GRAVEL ROAD, ABOUT 4.90 MI (7.89 KM) EAST OF NEW LEXINGTON
 AA7528'AND ABOUT 6.60 MI (10.62 KM) NORTHWEST OF WINDHAM SPRINGS. TO REACH
 AA7528'THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82 (MILE POST 204.10
 AA7528'ON U.S. 43 AND MILE POST 47.35 ON U.S. 82) AT A TRAFFIC LIGHT IN
 AA7528'NORTHPORT, DRIVE NORTH ON U.S. 43 FOR 24.30 MI (39.11 KM) TO MILE POST
 AA7528'228.40 AND TUSCALOOSA COUNTY ROAD NO. 55 LEFT AND RIGHT, TURN RIGHT ON
 AA7528'TUSCALOOSA COUNTY ROAD NO. 55 AND DRIVE SOUTHEAST FOR 1.80 MI (2.90
 AA7528'KM) TO A PAVED CROSS ROAD WITH TUSCALOOSA COUNTY ROAD NO. 63 LEFT AND
 AA7528'RIGHT, CONTINUE SOUTHEAST ON TUSCALOOSA COUNTY ROAD NO. 55 FOR 1.75 MI
 AA7528'(2.82 KM) TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT,
 AA7528'TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE NORTHEAST FOR 0.25 MI
 AA7528'(0.40 KM) TO THE END OF PAVEMENT, CONTINUE NORTHEAST AND EAST FOR 2.20
 AA7528'MI (3.54 KM) TO A Y-INTERSECTION, BEAR LEFT AND DRIVE EAST FOR 0.10 MI
 AA7528'(0.16 KM) TO THE STATION ON THE LEFT. THE STATION IS 23.0 FT (7.0 M)
 AA7528'NORTH-NORTHWEST OF THE CENTER OF A COUNTY GRAVEL ROAD, 38.9 FT (11.9
 AA7528'M) SOUTHWEST OF THE WEST CROSS TIE POST OF A CABLE GATE WITH A BIRD
 AA7528'HOUSE, 50.0 FT (15.2 M) SOUTHWEST OF THE EAST CROSS TIE POST OF A
 AA7528'CABLE GATE, 71.9 FT (21.9 M) WEST-SOUTHWEST OF A JUNCTION POWER POLE
 AA7528'WITH ONE GUY WIRE, 2.6 FT (0.8 M) SOUTH-SOUTHWEST OF A CARSONITE
 AA7528'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-11 1994 MAY BE
 AA7528'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7529 ***********************************************************************
 AA7529  DESIGNATION -  63 13
 AA7529  PID         -  AA7529
 AA7529  STATE/COUNTY-  AL/TUSCALOOSA
 AA7529  USGS QUAD   -  WILEY (1981)
 AA7529
 AA7529                         *CURRENT SURVEY CONTROL
 AA7529  ___________________________________________________________________
 AA7529* NAD 83(1992)-  33 34 51.27831(N)    087 29 20.31735(W)     ADJUSTED  
 AA7529* NAVD 88     -       199.3    (meters)     654.     (feet)  VERTCON   
 AA7529  ___________________________________________________________________
 AA7529  X           -     233,044.962 (meters)                     COMP
 AA7529  Y           -  -5,314,146.163 (meters)                     COMP
 AA7529  Z           -   3,507,908.805 (meters)                     COMP
 AA7529  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AA7529  ELLIP HEIGHT-         171.06  (meters)          (07/29/02) GPS OBS
 AA7529  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 AA7529
 AA7529  HORZ ORDER  -  FIRST
 AA7529  ELLP ORDER  -  FOURTH    CLASS I
 AA7529
 AA7529.The horizontal coordinates were established by GPS observations
 AA7529.and adjusted by the National Geodetic Survey in August 1995..
 AA7529
 AA7529.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7529
 AA7529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7529
 AA7529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7529
 AA7529.The ellipsoidal height was determined by GPS observations
 AA7529.and is referenced to NAD 83.
 AA7529
 AA7529.The geoid height was determined by GEOID03.
 AA7529
 AA7529;                    North         East     Units Scale Factor Converg.
 AA7529;SPC AL W     -   397,036.819   601,023.259   MT  0.99993335   +0 00 21.9
 AA7529;UTM  16      - 3,715,796.863   454,623.268   MT  0.99962538   -0 16 13.7
 AA7529
 AA7529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7529!SPC AL W     -   0.99997315  x   0.99993335  =   0.99990650
 AA7529!UTM  16      -   0.99997315  x   0.99962538  =   0.99959854
 AA7529
 AA7529:                Primary Azimuth Mark                     Grid Az
 AA7529:SPC AL W     -  63 14                                    135 14 43.9
 AA7529:UTM  16      -  63 14                                    135 31 19.5
 AA7529
 AA7529|---------------------------------------------------------------------|
 AA7529| PID    Reference Object                     Distance      Geod. Az  |
 AA7529|                                                           dddmmss.s |
 AA7529| AA7530 63 14                               456.258 METERS 1351505.8 |
 AA7529|---------------------------------------------------------------------|
 AA7529
 AA7529                          SUPERSEDED SURVEY CONTROL
 AA7529
 AA7529  ELLIP H (08/28/95)  171.10   (m)                       GP(       ) 4 1
 AA7529  NGVD 29 (08/28/95)  199.2    (m)          654.     (f) GPS OBS        
 AA7529
 AA7529.Superseded values are not recommended for survey control.
 AA7529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7529.See file dsdata.txt to determine how the superseded data were derived.
 AA7529
 AA7529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5462315797(NAD 83)
 AA7529_MARKER: DD = SURVEY DISK
 AA7529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7529_STAMPING: 63-13 1994
 AA7529_MARK LOGO: ALHD  
 AA7529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7529+STABILITY: SURFACE MOTION
 AA7529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7529+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7529
 AA7529  HISTORY     - Date     Condition        Report By
 AA7529  HISTORY     - 1994     MONUMENTED       ALHD
 AA7529
 AA7529                          STATION DESCRIPTION
 AA7529
 AA7529'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7529'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7529'OF A COUNTY GRAVEL ROAD, ABOUT 6.50 MI (10.46 KM) NORTH OF WINDHAM
 AA7529'SPRINGS AND ABOUT 9.75 MI (15.69 KM) EAST OF NEW LEXINGTON. TO REACH
 AA7529'THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 69 (MILE POST 149.30
 AA7529'ON ALA 69 AND MILE POST 48.35 ON U.S. 82) AT A TRAFFIC LIGHT IN
 AA7529'NORTHPORT, DRIVE NORTH AND NORTHEAST ON ALA 69 FOR 23.85 MI (38.38 KM)
 AA7529'TO MILE POST 173.15 AND A COUNTY GRAVEL ROAD ON THE LEFT, TURN LEFT ON
 AA7529'THE COUNTY GRAVEL ROAD AND DRIVE NORTHWEST FOR 3.25 MI (5.23 KM) TO A
 AA7529'REVERSE Y-INTERSECTION, BEAR RIGHT AND DRIVE NORTHWEST FOR 0.80 MI
 AA7529'(1.29 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.5 FT (1.1 M)
 AA7529'WEST-SOUTHWEST OF THE CREST OF A 10 FT (3.0 M) BACKSLOPE, 22.0 FT (6.7
 AA7529'M) WEST-SOUTHWEST OF THE CENTER OF A COUNTY GRAVEL ROAD, 190.2 FT
 AA7529'(58.0 M) NORTH-NORTHWEST OF AN ANGLE POWER POLE WITH ONE GUY WIRE, 2.4
 AA7529'FT (0.7 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7529'WITH THE GROUND. STATION 63-14 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7529'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7530 ***********************************************************************
 AA7530  DESIGNATION -  63 14
 AA7530  PID         -  AA7530
 AA7530  STATE/COUNTY-  AL/TUSCALOOSA
 AA7530  USGS QUAD   -  WILEY (1981)
 AA7530
 AA7530                         *CURRENT SURVEY CONTROL
 AA7530  ___________________________________________________________________
 AA7530* NAD 83(1992)-  33 34 40.76076(N)    087 29 07.86213(W)     ADJUSTED  
 AA7530* NAVD 88     -       192.6    (meters)     632.     (feet)  VERTCON   
 AA7530  ___________________________________________________________________
 AA7530  X           -     233,373.474 (meters)                     COMP
 AA7530  Y           -  -5,314,305.595 (meters)                     COMP
 AA7530  Z           -   3,507,635.149 (meters)                     COMP
 AA7530  LAPLACE CORR-          -1.15  (seconds)                    DEFLEC99
 AA7530  ELLIP HEIGHT-         164.40  (meters)          (07/29/02) GPS OBS
 AA7530  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AA7530
 AA7530  HORZ ORDER  -  FIRST
 AA7530  ELLP ORDER  -  FOURTH    CLASS I
 AA7530
 AA7530.The horizontal coordinates were established by GPS observations
 AA7530.and adjusted by the National Geodetic Survey in August 1995..
 AA7530
 AA7530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7530
 AA7530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7530
 AA7530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7530
 AA7530.The ellipsoidal height was determined by GPS observations
 AA7530.and is referenced to NAD 83.
 AA7530
 AA7530.The geoid height was determined by GEOID03.
 AA7530
 AA7530;                    North         East     Units Scale Factor Converg.
 AA7530;SPC AL W     -   396,712.838   601,344.476   MT  0.99993336   +0 00 28.8
 AA7530;UTM  16      - 3,715,471.436   454,942.819   MT  0.99962503   -0 16 06.7
 AA7530
 AA7530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7530!SPC AL W     -   0.99997419  x   0.99993336  =   0.99990755
 AA7530!UTM  16      -   0.99997419  x   0.99962503  =   0.99959923
 AA7530
 AA7530:                Primary Azimuth Mark                     Grid Az
 AA7530:SPC AL W     -  63 13                                    315 14 43.9
 AA7530:UTM  16      -  63 13                                    315 31 19.4
 AA7530
 AA7530|---------------------------------------------------------------------|
 AA7530| PID    Reference Object                     Distance      Geod. Az  |
 AA7530|                                                           dddmmss.s |
 AA7530| AA7529 63 13                               456.258 METERS 3151512.7 |
 AA7530|---------------------------------------------------------------------|
 AA7530
 AA7530                          SUPERSEDED SURVEY CONTROL
 AA7530
 AA7530  ELLIP H (08/28/95)  164.44   (m)                       GP(       ) 4 1
 AA7530  NGVD 29 (08/28/95)  192.6    (m)          632.     (f) GPS OBS        
 AA7530
 AA7530.Superseded values are not recommended for survey control.
 AA7530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7530.See file dsdata.txt to determine how the superseded data were derived.
 AA7530
 AA7530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5494315471(NAD 83)
 AA7530_MARKER: DD = SURVEY DISK
 AA7530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7530_STAMPING: 63-14 1994
 AA7530_MARK LOGO: ALHD  
 AA7530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7530+STABILITY: SURFACE MOTION
 AA7530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7530+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7530
 AA7530  HISTORY     - Date     Condition        Report By
 AA7530  HISTORY     - 1994     MONUMENTED       ALHD
 AA7530
 AA7530                          STATION DESCRIPTION
 AA7530
 AA7530'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7530'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTHEAST RIGHT OF
 AA7530'WAY OF A COUNTY GRAVEL ROAD, ABOUT 6.30 MI (10.14 KM) NORTH OF WINDHAM
 AA7530'SPRINGS AND ABOUT 9.95 MI (16.01 KM) EAST OF NEW LEXINGTON. TO REACH
 AA7530'THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 69 (MILE POST 149.30
 AA7530'ON ALA 69 AND MILE POST 48.35 ON U.S. 82) AT A TRAFFIC LIGHT IN
 AA7530'NORTHPORT, DRIVE NORTH AND NORTHEAST ON ALA 69 FOR 23.85 MI (38.38 KM)
 AA7530'TO MILE POST 173.15 AND A COUNTY GRAVEL ROAD ON THE LEFT, TURN LEFT ON
 AA7530'THE COUNTY GRAVEL ROAD AND DRIVE NORTHWEST FOR 3.25 MI (5.23 KM) TO A
 AA7530'REVERSE Y-INTERSECTION, BEAR RIGHT AND DRIVE NORTHWEST FOR 0.50 MI
 AA7530'(0.80 KM) TO THE STATION ON THE RIGHT. THE STATION IS 20.0 FT (6.1 M)
 AA7530'NORTHEAST OF THE CENTER OF A COUNTY GRAVEL ROAD, 78.3 FT (23.9 M)
 AA7530'NORTHWEST OF A POWER POLE, 2.0 FT (0.6 M) SOUTHWEST OF A CARSONITE
 AA7530'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-13 1994 MAY BE
 AA7530'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7531 ***********************************************************************
 AA7531  DESIGNATION -  63 15
 AA7531  PID         -  AA7531
 AA7531  STATE/COUNTY-  AL/TUSCALOOSA
 AA7531  USGS QUAD   -  WILEY (1981)
 AA7531
 AA7531                         *CURRENT SURVEY CONTROL
 AA7531  ___________________________________________________________________
 AA7531* NAD 83(1992)-  33 34 23.66746(N)    087 24 43.97401(W)     ADJUSTED  
 AA7531* NAVD 88     -       112.7    (meters)     370.     (feet)  VERTCON   
 AA7531  ___________________________________________________________________
 AA7531  X           -     240,182.362 (meters)                     COMP
 AA7531  Y           -  -5,314,227.042 (meters)                     COMP
 AA7531  Z           -   3,507,152.119 (meters)                     COMP
 AA7531  LAPLACE CORR-          -1.91  (seconds)                    DEFLEC99
 AA7531  ELLIP HEIGHT-          84.39  (meters)          (07/29/02) GPS OBS
 AA7531  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 AA7531
 AA7531  HORZ ORDER  -  FIRST
 AA7531  ELLP ORDER  -  FOURTH    CLASS I
 AA7531
 AA7531.The horizontal coordinates were established by GPS observations
 AA7531.and adjusted by the National Geodetic Survey in August 1995..
 AA7531
 AA7531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7531
 AA7531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7531
 AA7531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7531
 AA7531.The ellipsoidal height was determined by GPS observations
 AA7531.and is referenced to NAD 83.
 AA7531
 AA7531.The geoid height was determined by GEOID03.
 AA7531
 AA7531;                    North         East     Units Scale Factor Converg.
 AA7531;SPC AL W     -   396,189.593   608,149.787   MT  0.99993415   +0 02 54.8
 AA7531;UTM  16      - 3,714,915.527   461,743.402   MT  0.99961804   -0 13 40.7
 AA7531
 AA7531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7531!SPC AL W     -   0.99998675  x   0.99993415  =   0.99992090
 AA7531!UTM  16      -   0.99998675  x   0.99961804  =   0.99960480
 AA7531
 AA7531                          SUPERSEDED SURVEY CONTROL
 AA7531
 AA7531  ELLIP H (08/28/95)   84.44   (m)                       GP(       ) 4 1
 AA7531  NGVD 29 (08/28/95)  112.7    (m)          370.     (f) GPS OBS        
 AA7531
 AA7531.Superseded values are not recommended for survey control.
 AA7531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7531.See file dsdata.txt to determine how the superseded data were derived.
 AA7531
 AA7531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6174314916(NAD 83)
 AA7531_MARKER: DD = SURVEY DISK
 AA7531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7531_STAMPING: 63-15 1994
 AA7531_MARK LOGO: ALHD  
 AA7531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7531+STABILITY: SURFACE MOTION
 AA7531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7531+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7531
 AA7531  HISTORY     - Date     Condition        Report By
 AA7531  HISTORY     - 1994     MONUMENTED       ALHD
 AA7531
 AA7531                          STATION DESCRIPTION
 AA7531
 AA7531'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7531'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTHWEST RIGHT OF
 AA7531'WAY OF TUSCALOOSA COUNTY ROAD NO. 46, ABOUT 7.70 MI (12.39 KM)
 AA7531'NORTHEAST OF WINDHAM SPRINGS AND ABOUT 14.10 MI (22.69 KM) EAST OF NEW
 AA7531'LEXINGTON. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA
 AA7531'69 (MILE POST 149.30 ON ALA 69 AND MILE POST 48.35 ON U.S. 82) AT A
 AA7531'TRAFFIC LIGHT IN NORTHPORT, DRIVE NORTH AND NORTHEAST ON ALA 69 FOR
 AA7531'28.50 MI (45.87 KM) TO MILE POST 177.80 AND TUSCALOOSA COUNTY ROAD NO.
 AA7531'46 ON THE LEFT, TURN LEFT ON TUSCALOOSA COUNTY ROAD NO. 46 AND DRIVE
 AA7531'NORTHWEST FOR 0.45 MI (0.72 KM) TO THE STATION ON THE LEFT. THE
 AA7531'STATION IS LOCATED BETWEEN TUSCALOOSA COUNTY ROAD NO. 46 AND WHITSON
 AA7531'PLACE CHURCH OF CHRIST CEMETARY, 27.5 FT (8.4 M) SOUTHWEST OF THE
 AA7531'CENTER OF TUSCALOOSA COUNTY ROAD NO. 46, 54.2 FT (16.5 M) NORTHWEST OF
 AA7531'THE NORTHWEST END OF A FIFTEEN-INCH CORREGATED METAL PIPE UNDER A
 AA7531'GRAVEL DRIVEWAY, 57.6 FT (17.6 M) EAST OF THE SOUTHEAST END OF A TOM
 AA7531'AND LELIA C. HOLLEY HEADSTONE, 60.5 FT (18.4 M) NORTHEAST OF THE
 AA7531'NORTHEAST END OF A BENNIE AND GIP DUNN HEADSTONE, 65.5 FT (20.0 M)
 AA7531'NORTHEAST OF THE NORTHEAST END OF AN EMMA AND BIRT RANDOLPH HEADSTONE,
 AA7531'68.0 FT (20.7 M) SOUTHEAST OF THE SOUTHEAST END OF A FIFTEEN-INCH
 AA7531'CORREGATED METAL PIPE UNDER A GRAVEL DRIVEWAY, 67.3 FT (20.5 M)
 AA7531'EAST-SOUTHEAST OF A POWER POLE, 90.1 FT (27.5 M) SOUTHEAST OF CABLE
 AA7531'POLE NO. B 89, 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST,
 AA7531'AND SET FLUSH WITH THE GROUND. STATION 63-16 1994 MAY BE USED AS AN
 AA7531'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7532 ***********************************************************************
 AA7532  DESIGNATION -  63 16
 AA7532  PID         -  AA7532
 AA7532  STATE/COUNTY-  AL/TUSCALOOSA
 AA7532  USGS QUAD   -  WILEY (1981)
 AA7532
 AA7532                         *CURRENT SURVEY CONTROL
 AA7532  ___________________________________________________________________
 AA7532* NAD 83(1992)-  33 34 08.24800(N)    087 24 28.09643(W)     ADJUSTED  
 AA7532* NAVD 88     -        87.9    (meters)     288.     (feet)  VERTCON   
 AA7532  ___________________________________________________________________
 AA7532  X           -     240,602.379 (meters)                     COMP
 AA7532  Y           -  -5,314,450.312 (meters)                     COMP
 AA7532  Z           -   3,506,742.563 (meters)                     COMP
 AA7532  LAPLACE CORR-          -1.79  (seconds)                    DEFLEC99
 AA7532  ELLIP HEIGHT-          59.57  (meters)          (07/29/02) GPS OBS
 AA7532  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AA7532
 AA7532  HORZ ORDER  -  FIRST
 AA7532  ELLP ORDER  -  FOURTH    CLASS I
 AA7532
 AA7532.The horizontal coordinates were established by GPS observations
 AA7532.and adjusted by the National Geodetic Survey in August 1995..
 AA7532
 AA7532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7532
 AA7532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7532
 AA7532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7532
 AA7532.The ellipsoidal height was determined by GPS observations
 AA7532.and is referenced to NAD 83.
 AA7532
 AA7532.The geoid height was determined by GEOID03.
 AA7532
 AA7532;                    North         East     Units Scale Factor Converg.
 AA7532;SPC AL W     -   395,714.912   608,559.666   MT  0.99993424   +0 03 03.5
 AA7532;UTM  16      - 3,714,439.024   462,150.856   MT  0.99961766   -0 13 31.8
 AA7532
 AA7532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7532!SPC AL W     -   0.99999065  x   0.99993424  =   0.99992489
 AA7532!UTM  16      -   0.99999065  x   0.99961766  =   0.99960831
 AA7532
 AA7532                          SUPERSEDED SURVEY CONTROL
 AA7532
 AA7532  ELLIP H (08/28/95)   59.62   (m)                       GP(       ) 4 1
 AA7532  NGVD 29 (08/28/95)   87.8    (m)          288.     (f) GPS OBS        
 AA7532
 AA7532.Superseded values are not recommended for survey control.
 AA7532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7532.See file dsdata.txt to determine how the superseded data were derived.
 AA7532
 AA7532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6215114439(NAD 83)
 AA7532_MARKER: DD = SURVEY DISK
 AA7532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7532_STAMPING: 63-16 1994
 AA7532_MARK LOGO: ALHD  
 AA7532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7532+STABILITY: SURFACE MOTION
 AA7532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7532+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7532
 AA7532  HISTORY     - Date     Condition        Report By
 AA7532  HISTORY     - 1994     MONUMENTED       ALHD
 AA7532
 AA7532                          STATION DESCRIPTION
 AA7532
 AA7532'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7532'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTHEAST RIGHT OF
 AA7532'WAY OF TUSCALOOSA COUNTY ROAD NO. 46, ABOUT 7.65 MI (12.31 KM)
 AA7532'NORTHEAST OF WINDHAM SPRINGS AND ABOUT 14.35 MI (23.09 KM) EAST OF NEW
 AA7532'LEXINGTON. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA
 AA7532'69 (MILE POST 149.30 ON ALA 69 AND MILE POST 48.35 ON U.S. 82) AT A
 AA7532'TRAFFIC LIGHT IN NORTHPORT, DRIVE NORTH AND NORTHEAST ON ALA 69 FOR
 AA7532'28.50 MI (45.87 KM) TO MILE POST 177.80 AND TUSCALOOSA COUNTY ROAD NO.
 AA7532'46 ON THE LEFT, TURN LEFT ON TUSCALOOSA COUNTY ROAD NO. 46 AND DRIVE
 AA7532'NORTHWEST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT. THE
 AA7532'STATION IS 10.0 FT (3.0 M) NORTH OF THE NORTHWEST END OF A
 AA7532'FIFTEEN-INCH CORREGATED METAL PIPE UNDER A GRAVEL DRIVEWAY, 29.5 FT
 AA7532'(9.0 M) NORTHEAST OF THE CENTERLINE OF TUSCALOOSA COUNTY ROAD NO. 46,
 AA7532'43.8 FT (13.4 M) SOUTHEAST OF THE SOUTHEAST END OF A FIFTEEN-INCH
 AA7532'CORREGATED METAL PIPE UNDER A GRAVEL DRIVEWAY, 66.2 FT (20.2 M)
 AA7532'NORTHWEST OF A DO NOT ENTER SIGN, 69.5 FT (21.2 M) SOUTHWEST OF A
 AA7532'STEEL LIGHT POLE, 69.8 FT (21.3 M) SOUTHEAST OF A POWER SERVICE POLE,
 AA7532'84.5 FT (25.8 M) EAST OF TELEPHONE CABLE PEDESTAL NO. B 38 ACROSS THE
 AA7532'ROAD, 84.9 FT (25.9 M) EAST OF CABLE POLE NO. B 95 ACROSS THE ROAD,
 AA7532'85.5 FT (26.1 M) EAST OF A TELEPHONE CABLE PEDESTAL ACROSS THE ROAD,
 AA7532'87.0 FT (26.5 M) EAST OF A TELEPHONE CABLE CABINET ACROSS THE ROAD,
 AA7532'89.3 FT (27.2 M) EAST OF A POWER SERVICE POLE ACROSS THE ROAD, 121.7
 AA7532'FT (37.1 M) NORTHWEST OF THE CENTERLINE OF ALA 69, 2.1 FT (0.6 M)
 AA7532'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7532'STATION 63-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7533 ***********************************************************************
 AA7533  DESIGNATION -  63 17
 AA7533  PID         -  AA7533
 AA7533  STATE/COUNTY-  AL/TUSCALOOSA
 AA7533  USGS QUAD   -  WILEY (1981)
 AA7533
 AA7533                         *CURRENT SURVEY CONTROL
 AA7533  ___________________________________________________________________
 AA7533* NAD 83(1992)-  33 30 29.00987(N)    087 24 07.56346(W)     ADJUSTED  
 AA7533* NAVD 88     -       185.2    (meters)     608.     (feet)  VERTCON   
 AA7533  ___________________________________________________________________
 AA7533  X           -     241,304.241 (meters)                     COMP
 AA7533  Y           -  -5,318,235.384 (meters)                     COMP
 AA7533  Z           -   3,501,166.093 (meters)                     COMP
 AA7533  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AA7533  ELLIP HEIGHT-         156.75  (meters)          (07/29/02) GPS OBS
 AA7533  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 AA7533
 AA7533  HORZ ORDER  -  FIRST
 AA7533  ELLP ORDER  -  FOURTH    CLASS I
 AA7533
 AA7533.The horizontal coordinates were established by GPS observations
 AA7533.and adjusted by the National Geodetic Survey in August 1995..
 AA7533
 AA7533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7533
 AA7533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7533
 AA7533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7533
 AA7533.The ellipsoidal height was determined by GPS observations
 AA7533.and is referenced to NAD 83.
 AA7533
 AA7533.The geoid height was determined by GEOID03.
 AA7533
 AA7533;                    North         East     Units Scale Factor Converg.
 AA7533;SPC AL W     -   388,961.235   609,095.580   MT  0.99993435   +0 03 14.6
 AA7533;UTM  16      - 3,707,684.982   462,654.042   MT  0.99961719   -0 13 19.1
 AA7533
 AA7533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7533!SPC AL W     -   0.99997539  x   0.99993435  =   0.99990974
 AA7533!UTM  16      -   0.99997539  x   0.99961719  =   0.99959259
 AA7533
 AA7533                          SUPERSEDED SURVEY CONTROL
 AA7533
 AA7533  ELLIP H (08/28/95)  156.80   (m)                       GP(       ) 4 1
 AA7533  NGVD 29 (08/28/95)  185.2    (m)          608.     (f) GPS OBS        
 AA7533
 AA7533.Superseded values are not recommended for survey control.
 AA7533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7533.See file dsdata.txt to determine how the superseded data were derived.
 AA7533
 AA7533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6265407685(NAD 83)
 AA7533_MARKER: DD = SURVEY DISK
 AA7533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7533_STAMPING: 63-17 1994
 AA7533_MARK LOGO: ALHD  
 AA7533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7533+STABILITY: SURFACE MOTION
 AA7533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7533+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7533
 AA7533  HISTORY     - Date     Condition        Report By
 AA7533  HISTORY     - 1994     MONUMENTED       ALHD
 AA7533
 AA7533                          STATION DESCRIPTION
 AA7533
 AA7533'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7533'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTH RIGHT OF WAY
 AA7533'OF PAVED COUNTY ROAD, ABOUT 5.70 MI (9.17 KM) EAST-NORTHEAST OF
 AA7533'WINDHAM SPRINGS AND ABOUT 17.90 MI (28.81 KM) NORTH-NORTHWEST OF
 AA7533'BROOKWOOD. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA
 AA7533'69 (MILE POST 149.30 ON ALA 69 AND MILE POST 48.35 ON U.S. 82) AT A
 AA7533'TRAFFIC LIGHT IN NORTHPORT, DRIVE NORTH AND NORTHEAST ON ALA 69 FOR
 AA7533'19.70 MI (31.70 KM) TO MILE POST 169.00 AND TUSCALOOSA COUNTY ROAD NO.
 AA7533'38 LEFT AND RIGHT, AT WINDHAM SPRINGS, TURN RIGHT ON TUSCALOOSA COUNTY
 AA7533'ROAD NO. 38 AND DRIVE NORTHEAST, EAST, AND SOUTHEAST FOR 5.80 MI (9.33
 AA7533'KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY
 AA7533'ROAD AND DRIVE EAST FOR 1.25 MI (2.01 KM) TO THE STATION ON THE LEFT.
 AA7533'THE STATION IS 23.0 FT (7.0 M) NORTH-NORTHEAST OF THE CENTER OF THE
 AA7533'PAVED COUNTY ROAD TO YELLOW CREEK, 2.2 FT (0.7 M) SOUTHWEST OF A
 AA7533'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-18
 AA7533'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7534 ***********************************************************************
 AA7534  DESIGNATION -  63 18
 AA7534  PID         -  AA7534
 AA7534  STATE/COUNTY-  AL/TUSCALOOSA
 AA7534  USGS QUAD   -  WILEY (1981)
 AA7534
 AA7534                         *CURRENT SURVEY CONTROL
 AA7534  ___________________________________________________________________
 AA7534* NAD 83(1992)-  33 30 25.00664(N)    087 23 38.80381(W)     ADJUSTED  
 AA7534* NAVD 88     -       126.8    (meters)     416.     (feet)  VERTCON   
 AA7534  ___________________________________________________________________
 AA7534  X           -     242,046.645 (meters)                     COMP
 AA7534  Y           -  -5,318,221.036 (meters)                     COMP
 AA7534  Z           -   3,501,030.995 (meters)                     COMP
 AA7534  LAPLACE CORR-          -2.27  (seconds)                    DEFLEC99
 AA7534  ELLIP HEIGHT-          98.32  (meters)          (07/29/02) GPS OBS
 AA7534  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 AA7534
 AA7534  HORZ ORDER  -  FIRST
 AA7534  ELLP ORDER  -  FOURTH    CLASS I
 AA7534
 AA7534.The horizontal coordinates were established by GPS observations
 AA7534.and adjusted by the National Geodetic Survey in August 1995..
 AA7534
 AA7534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7534
 AA7534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7534
 AA7534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7534
 AA7534.The ellipsoidal height was determined by GPS observations
 AA7534.and is referenced to NAD 83.
 AA7534
 AA7534.The geoid height was determined by GEOID03.
 AA7534
 AA7534;                    North         East     Units Scale Factor Converg.
 AA7534;SPC AL W     -   388,838.635   609,837.927   MT  0.99993453   +0 03 30.4
 AA7534;UTM  16      - 3,707,558.847   463,395.554   MT  0.99961652   -0 13 03.2
 AA7534
 AA7534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7534!SPC AL W     -   0.99998456  x   0.99993453  =   0.99991910
 AA7534!UTM  16      -   0.99998456  x   0.99961652  =   0.99960109
 AA7534
 AA7534                          SUPERSEDED SURVEY CONTROL
 AA7534
 AA7534  ELLIP H (08/28/95)   98.36   (m)                       GP(       ) 4 1
 AA7534  NGVD 29 (08/28/95)  126.8    (m)          416.     (f) GPS OBS        
 AA7534
 AA7534.Superseded values are not recommended for survey control.
 AA7534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7534.See file dsdata.txt to determine how the superseded data were derived.
 AA7534
 AA7534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6339607559(NAD 83)
 AA7534_MARKER: DD = SURVEY DISK
 AA7534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7534_STAMPING: 63-18 1994
 AA7534_MARK LOGO: ALHD  
 AA7534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7534+STABILITY: SURFACE MOTION
 AA7534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7534+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7534
 AA7534  HISTORY     - Date     Condition        Report By
 AA7534  HISTORY     - 1994     MONUMENTED       ALHD
 AA7534
 AA7534                          STATION DESCRIPTION
 AA7534
 AA7534'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7534'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7534'OF PAVED COUNTY ROAD, ABOUT 6.10 MI (9.82 KM) EAST-NORTHEAST OF
 AA7534'WINDHAM SPRINGS AND ABOUT 17.70 MI (28.48 KM) NORTH-NORTHWEST OF
 AA7534'BROOKWOOD. TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA
 AA7534'69 (MILE POST 149.30 ON ALA 69 AND MILE POST 48.35 ON U.S. 82) AT A
 AA7534'TRAFFIC LIGHT IN NORTHPORT, DRIVE NORTH AND NORTHEAST ON ALA 69 FOR
 AA7534'19.70 MI (31.70 KM) TO MILE POST 169.00 AND TUSCALOOSA COUNTY ROAD NO.
 AA7534'38 LEFT AND RIGHT, AT WINDHAM SPRINGS, TURN RIGHT ON TUSCALOOSA COUNTY
 AA7534'ROAD NO. 38 AND DRIVE NORTHEAST, EAST, AND SOUTHEAST FOR 5.80 MI (9.33
 AA7534'KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY
 AA7534'ROAD AND DRIVE EAST FOR 1.95 MI (3.14 KM) TO THE STATION ON THE RIGHT.
 AA7534'THE STATION IS 23.0 FT (7.0 M) SOUTH OF THE CENTER OF THE PAVED COUNTY
 AA7534'ROAD TO YELLOW CREEK, 2.4 FT (0.7 M) NORTH OF A CARSONITE WITNESS
 AA7534'POST, AND SET FLUSH WITH THE GROUND. STATION 63-17 1994 MAY BE USED AS
 AA7534'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7535 ***********************************************************************
 AA7535  DESIGNATION -  63 19
 AA7535  PID         -  AA7535
 AA7535  STATE/COUNTY-  AL/TUSCALOOSA
 AA7535  USGS QUAD   -  LAKE TUSCALOOSA NORTH (1978)
 AA7535
 AA7535                         *CURRENT SURVEY CONTROL
 AA7535  ___________________________________________________________________
 AA7535* NAD 83(1992)-  33 28 38.16815(N)    087 35 15.37704(W)     ADJUSTED  
 AA7535* NAVD 88     -        95.2    (meters)     312.     (feet)  VERTCON   
 AA7535  ___________________________________________________________________
 AA7535  X           -     224,160.579 (meters)                     COMP
 AA7535  Y           -  -5,320,796.672 (meters)                     COMP
 AA7535  Z           -   3,498,268.498 (meters)                     COMP
 AA7535  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AA7535  ELLIP HEIGHT-          66.82  (meters)          (07/29/02) GPS OBS
 AA7535  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AA7535
 AA7535  HORZ ORDER  -  FIRST
 AA7535  ELLP ORDER  -  FOURTH    CLASS I
 AA7535
 AA7535.The horizontal coordinates were established by GPS observations
 AA7535.and adjusted by the National Geodetic Survey in August 1995..
 AA7535
 AA7535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7535
 AA7535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7535
 AA7535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7535
 AA7535.The ellipsoidal height was determined by GPS observations
 AA7535.and is referenced to NAD 83.
 AA7535
 AA7535.The geoid height was determined by GEOID03.
 AA7535
 AA7535;                    North         East     Units Scale Factor Converg.
 AA7535;SPC AL W     -   385,545.657   591,857.960   MT  0.99993415   -0 02 54.0
 AA7535;UTM  16      - 3,704,353.479   445,405.475   MT  0.99963675   -0 19 26.9
 AA7535
 AA7535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7535!SPC AL W     -   0.99998951  x   0.99993415  =   0.99992366
 AA7535!UTM  16      -   0.99998951  x   0.99963675  =   0.99962626
 AA7535
 AA7535                          SUPERSEDED SURVEY CONTROL
 AA7535
 AA7535  ELLIP H (08/28/95)   66.87   (m)                       GP(       ) 4 1
 AA7535  NGVD 29 (08/28/95)   95.2    (m)          312.     (f) GPS OBS        
 AA7535
 AA7535.Superseded values are not recommended for survey control.
 AA7535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7535.See file dsdata.txt to determine how the superseded data were derived.
 AA7535
 AA7535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4540504353(NAD 83)
 AA7535_MARKER: DD = SURVEY DISK
 AA7535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7535_STAMPING: 63-19 1994
 AA7535_MARK LOGO: ALHD  
 AA7535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7535+STABILITY: SURFACE MOTION
 AA7535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7535+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7535
 AA7535  HISTORY     - Date     Condition        Report By
 AA7535  HISTORY     - 1994     MONUMENTED       ALHD
 AA7535
 AA7535                          STATION DESCRIPTION
 AA7535
 AA7535'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7535'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7535'OF A PAVED COUNTY ROAD, ABOUT 7.05 MI (11.35 KM) SOUTHEAST OF NEW
 AA7535'LEXINGTON AND ABOUT 5.25 MI (8.45 KM) WEST OF WINDHAM SPRINGS. TO
 AA7535'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82 (MILE POST
 AA7535'204.10 ON U.S. 43 AND MILE POST 47.35 ON U.S. 82) AT A TRAFFIC LIGHT
 AA7535'IN NORTHPORT, DRIVE NORTH ON U.S. 43 FOR 15.70 MI (25.27 KM) TO MILE
 AA7535'POST 219.80 AND TUSCALOOSA COUNTY ROAD NO. 63 ON THE RIGHT, TURN RIGHT
 AA7535'ON TUSCALOOSA COUNTY ROAD NO. 63 AND DRIVE NORTH FOR 2.05 MI (3.30 KM)
 AA7535'TO A PAVED CROSS ROAD WITH TUSCALOOSA COUNTY ROAD NO. 38 LEFT AND
 AA7535'RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 38 AND DRIVE NORTHEAST
 AA7535'FOR 0.55 MI (0.89 KM) TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT
 AA7535'ON THE PAVED COUNTY ROAD AND DRIVE SOUTHEAST AND EAST FOR 0.55 MI
 AA7535'(0.89 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.0 FT (0.6 M)
 AA7535'NORTH OF A FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 19.2 FT
 AA7535'(5.9 M) SOUTH OF THE CENTER OF THE PAVED COUNTY ROAD, 43.3 FT (13.2 M)
 AA7535'SOUTH-SOUTHWEST OF A CROSS TIE POST IN THE FENCE LINE ACROSS THE ROAD,
 AA7535'45.8 FT (14.0 M) SOUTH-SOUTHEAST OF A TREATED WOOD POST IN THE FENCE
 AA7535'LINE ACROSS THE ROAD, 59.5 FT (18.1 M) EAST OF A POWER POLE, 2.0 FT
 AA7535'(0.6 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7535'GROUND. STATION 63-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2813 ***********************************************************************
 DH2813  FBN         -  This is a Federal Base Network Control Station.
 DH2813  DESIGNATION -  63 2
 DH2813  PID         -  DH2813
 DH2813  STATE/COUNTY-  AL/TUSCALOOSA
 DH2813  USGS QUAD   -  FOSTERS (1978)
 DH2813
 DH2813                         *CURRENT SURVEY CONTROL
 DH2813  ___________________________________________________________________
 DH2813* NAD 83(1992)-  33 00 10.90802(N)    087 37 45.34406(W)     ADJUSTED  
 DH2813* NAVD 88     -        53.4    (meters)     175.     (feet)  GPS OBS   
 DH2813  ___________________________________________________________________
 DH2813  X           -     221,483.121 (meters)                     COMP
 DH2813  Y           -  -5,349,729.243 (meters)                     COMP
 DH2813  Z           -   3,454,253.656 (meters)                     COMP
 DH2813  LAPLACE CORR-          -0.14  (seconds)                    DEFLEC99
 DH2813  ELLIP HEIGHT-          24.22  (meters)          (08/29/05) GPS OBS
 DH2813  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DH2813
 DH2813  HORZ ORDER  -  A
 DH2813  ELLP ORDER  -  FOURTH    CLASS I
 DH2813
 DH2813.The horizontal coordinates were established by GPS observations
 DH2813.and adjusted by the National Geodetic Survey in August 2005..
 DH2813
 DH2813.The orthometric height was determined by GPS observations and a
 DH2813.high-resolution geoid model.
 DH2813
 DH2813.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2813
 DH2813.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2813
 DH2813.The ellipsoidal height was determined by GPS observations
 DH2813.and is referenced to NAD 83.
 DH2813
 DH2813.The geoid height was determined by GEOID03.
 DH2813
 DH2813;                    North         East     Units Scale Factor Converg.
 DH2813;SPC AL W     -   332,955.910   587,921.242   MT  0.99993513   -0 04 13.5
 DH2813;UTM  16      - 3,651,798.673   441,218.468   MT  0.99964260   -0 20 33.9
 DH2813
 DH2813!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2813!SPC AL W     -   0.99999620  x   0.99993513  =   0.99993133
 DH2813!UTM  16      -   0.99999620  x   0.99964260  =   0.99963880
 DH2813
 DH2813:                Primary Azimuth Mark                     Grid Az
 DH2813:SPC AL W     -  MOUND B                                  337 53 53.7
 DH2813:UTM  16      -  MOUND B                                  338 10 14.1
 DH2813
 DH2813|---------------------------------------------------------------------|
 DH2813| PID    Reference Object                     Distance      Geod. Az  |
 DH2813|                                                           dddmmss.s |
 DH2813| DH2617 MOUND B                             APPROX. 0.6 KM 3374940.2 |
 DH2813|---------------------------------------------------------------------|
 DH2813
 DH2813                          SUPERSEDED SURVEY CONTROL
 DH2813
 DH2813  ELLIP H (07/29/02)   24.28   (m)                       GP(       ) 4 1
 DH2813  NAD 83(1992)-  33 00 10.91048(N)    087 37 45.34212(W) AD(       ) 1
 DH2813  ELLIP H (12/04/92)   24.35   (m)                       GP(       ) 4 1
 DH2813  NAD 83(1986)-  33 00 10.91532(N)    087 37 45.34481(W) AD(       ) 1
 DH2813  NGVD 29 (12/04/92)   53.4    (m)          175.     (f) GPS OBS        
 DH2813
 DH2813.Superseded values are not recommended for survey control.
 DH2813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2813.See file dsdata.txt to determine how the superseded data were derived.
 DH2813
 DH2813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4121851799(NAD 83)
 DH2813_MARKER: DD = SURVEY DISK
 DH2813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2813_SP_SET: CONCRETE POST
 DH2813_STAMPING: 63-2 1991
 DH2813_MARK LOGO: ALHD  
 DH2813_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2813+STABILITY: SURFACE MOTION
 DH2813_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2813+SATELLITE: SATELLITE OBSERVATIONS - August 03, 2005
 DH2813
 DH2813  HISTORY     - Date     Condition        Report By
 DH2813  HISTORY     - 1991     MONUMENTED       ALHD
 DH2813  HISTORY     - 20040412 GOOD             ALHD
 DH2813  HISTORY     - 20040622 GOOD             MAPTEC
 DH2813  HISTORY     - 20050803 GOOD             ALDOT
 DH2813
 DH2813                          STATION DESCRIPTION
 DH2813
 DH2813'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2813'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON PROPERTY OWNED BY THE
 DH2813'UNIVERSITY OF ALABAMA IN THE MOUND STATE MONUMENT IN MOUNDVILLE.
 DH2813'TO REACH THE STATION FROM THE JUNCTION OF THE U. S. 11 BYPASS AND ALA
 DH2813'69 (MILE POST 143.90 ON ALA 69) IN TUSCALOOSA, DRIVE SOUTH ON ALA 69
 DH2813'FOR 20.52 KM (12.75 MI) TO MILE POST 131.15 AND THE ENTRANCE ROAD TO
 DH2813'MOUND STATE MONUMENT ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD
 DH2813'AND DRIVE WEST 0.64 KM (0.40 MI) TO A RAILROAD GRADE CROSSING AND THE
 DH2813'ENTRANCE TO MOUND STATE MONUMENT, CONTINUE WEST, SOUTH, AND WEST 0.32
 DH2813'KM (0.20 MI) TO THE ENTRANCE BUILDING ON THE RIGHT, CONTINUE WEST
 DH2813'0.08 KM (0.05 MI) TO THE PARK PERIMETER ROAD, TURN LEFT AND DRIVE
 DH2813'SOUTH AND WEST 0.08 KM (0.05 MI) TO THE STATION ON THE RIGHT.
 DH2813'THE STATION IS LOCATED IN THE TOP OF THE SOUTHWEST SIDE OF THE FIRST
 DH2813'MOUND WEST OF THE ENTRANCE BUILDING, 0.91 M (2.99 FT) NORTH OF THE
 DH2813'SOUTH EDGE OF THE MOUND, 1.22 M (4.00 FT) EAST OF THE WEST EDGE OF
 DH2813'THE MOUND, AND 42.82 M (140.49 FT) NORTH-NORTHWEST OF THE CENTER OF
 DH2813'THE PERIMETER ROAD AND 1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 DH2813'POST.
 DH2813'STATION MOUND B 1939 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2813'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY THE ATTENDANT AT THE
 DH2813'MUSEUM DURING THE DAY.
 DH2813
 DH2813                          STATION RECOVERY (2004)
 DH2813
 DH2813'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 DH2813'RECOVERED IN GOOD CONDITION.
 DH2813
 DH2813                          STATION RECOVERY (2004)
 DH2813
 DH2813'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (RB)
 DH2813'RECOVERED AS DESCRIBED.
 DH2813
 DH2813                          STATION RECOVERY (2005)
 DH2813
 DH2813'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DH2813'MARK IS 1.5 FEET SOUTH OF METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7536 ***********************************************************************
 AA7536  DESIGNATION -  63 20
 AA7536  PID         -  AA7536
 AA7536  STATE/COUNTY-  AL/TUSCALOOSA
 AA7536  USGS QUAD   -  LAKE TUSCALOOSA NORTH (1978)
 AA7536
 AA7536                         *CURRENT SURVEY CONTROL
 AA7536  ___________________________________________________________________
 AA7536* NAD 83(1992)-  33 28 37.34386(N)    087 34 50.89664(W)     ADJUSTED  
 AA7536* NAVD 88     -       108.1    (meters)     355.     (feet)  VERTCON   
 AA7536  ___________________________________________________________________
 AA7536  X           -     224,793.116 (meters)                     COMP
 AA7536  Y           -  -5,320,794.726 (meters)                     COMP
 AA7536  Z           -   3,498,254.398 (meters)                     COMP
 AA7536  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 AA7536  ELLIP HEIGHT-          79.66  (meters)          (07/29/02) GPS OBS
 AA7536  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AA7536
 AA7536  HORZ ORDER  -  FIRST
 AA7536  ELLP ORDER  -  FOURTH    CLASS I
 AA7536
 AA7536.The horizontal coordinates were established by GPS observations
 AA7536.and adjusted by the National Geodetic Survey in August 1995..
 AA7536
 AA7536.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7536
 AA7536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7536
 AA7536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7536
 AA7536.The ellipsoidal height was determined by GPS observations
 AA7536.and is referenced to NAD 83.
 AA7536
 AA7536.The geoid height was determined by GEOID03.
 AA7536
 AA7536;                    North         East     Units Scale Factor Converg.
 AA7536;SPC AL W     -   385,519.751   592,489.947   MT  0.99993403   -0 02 40.5
 AA7536;UTM  16      - 3,704,324.540   446,037.142   MT  0.99963590   -0 19 13.4
 AA7536
 AA7536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7536!SPC AL W     -   0.99998749  x   0.99993403  =   0.99992152
 AA7536!UTM  16      -   0.99998749  x   0.99963590  =   0.99962340
 AA7536
 AA7536                          SUPERSEDED SURVEY CONTROL
 AA7536
 AA7536  ELLIP H (08/28/95)   79.71   (m)                       GP(       ) 4 1
 AA7536  NGVD 29 (08/28/95)  108.0    (m)          354.     (f) GPS OBS        
 AA7536
 AA7536.Superseded values are not recommended for survey control.
 AA7536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7536.See file dsdata.txt to determine how the superseded data were derived.
 AA7536
 AA7536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4603704325(NAD 83)
 AA7536_MARKER: DD = SURVEY DISK
 AA7536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7536_STAMPING: 63-20 1994
 AA7536_MARK LOGO: ALHD  
 AA7536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7536+STABILITY: SURFACE MOTION
 AA7536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7536+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7536
 AA7536  HISTORY     - Date     Condition        Report By
 AA7536  HISTORY     - 1994     MONUMENTED       ALHD
 AA7536
 AA7536                          STATION DESCRIPTION
 AA7536
 AA7536'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7536'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7536'OF A PAVED COUNTY ROAD, ABOUT 7.40 MI (11.91 KM) SOUTHEAST OF NEW
 AA7536'LEXINGTON AND ABOUT 4.85 MI (7.81 KM) WEST OF WINDHAM SPRINGS. TO
 AA7536'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82 (MILE POST
 AA7536'204.10 ON U.S. 43 AND MILE POST 47.35 ON U.S. 82) AT A TRAFFIC LIGHT
 AA7536'IN NORTHPORT, DRIVE NORTH ON U.S. 43 FOR 15.70 MI (25.27 KM) TO MILE
 AA7536'POST 219.80 AND TUSCALOOSA COUNTY ROAD NO. 63 ON THE RIGHT, TURN RIGHT
 AA7536'ON TUSCALOOSA COUNTY ROAD NO. 63 AND DRIVE NORTH FOR 2.05 MI (3.30 KM)
 AA7536'TO A PAVED CROSS ROAD WITH TUSCALOOSA COUNTY ROAD NO. 38 LEFT AND
 AA7536'RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 38 AND DRIVE NORTHEAST
 AA7536'FOR 0.55 MI (0.89 KM) TO A PAVED COUNTY ROAD ON THE RIGHT, TURN RIGHT
 AA7536'ON THE PAVED COUNTY ROAD AND DRIVE SOUTHEAST AND EAST FOR 0.95 MI
 AA7536'(1.53 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA7536'NORTH OF A FOUR STRAND BARBED WIRE FENCE ON SPLIT TREATED WOOD POSTS,
 AA7536'25.8 FT (7.9 M) SOUTH OF THE CENTER OF THE PAVED COUNTY ROAD, 73.0 FT
 AA7536'(22.3 M) SOUTHEAST OF THE EAST END OF AN EIGHTEEN-INCH CORREGATED
 AA7536'METAL PIPE UNDER A GRAVEL DRIVEWAY ACROSS THE ROAD, 73.3 FT (22.3 M)
 AA7536'EAST OF A JUNCTION POWER POLE, 74.1 FT (22.6 M) EAST OF TELEPHONE
 AA7536'CABLE PEDESTAL NO. S 8, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS
 AA7536'POST, AND SET FLUSH WITH THE GROUND. STATION 63-19 1994 MAY BE USED AS
 AA7536'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7537 ***********************************************************************
 AA7537  DESIGNATION -  63 21
 AA7537  PID         -  AA7537
 AA7537  STATE/COUNTY-  AL/TUSCALOOSA
 AA7537  USGS QUAD   -  GIN CREEK (1978)
 AA7537
 AA7537                         *CURRENT SURVEY CONTROL
 AA7537  ___________________________________________________________________
 AA7537* NAD 83(1992)-  33 27 35.19059(N)    087 41 39.73542(W)     ADJUSTED  
 AA7537* NAVD 88     -        98.3    (meters)     323.     (feet)  VERTCON   
 AA7537  ___________________________________________________________________
 AA7537  X           -     214,288.455 (meters)                     COMP
 AA7537  Y           -  -5,322,276.843 (meters)                     COMP
 AA7537  Z           -   3,496,651.594 (meters)                     COMP
 AA7537  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 AA7537  ELLIP HEIGHT-          69.86  (meters)          (07/29/02) GPS OBS
 AA7537  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 AA7537
 AA7537  HORZ ORDER  -  FIRST
 AA7537  ELLP ORDER  -  FOURTH    CLASS I
 AA7537
 AA7537.The horizontal coordinates were established by GPS observations
 AA7537.and adjusted by the National Geodetic Survey in August 1995..
 AA7537
 AA7537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7537
 AA7537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7537
 AA7537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7537
 AA7537.The ellipsoidal height was determined by GPS observations
 AA7537.and is referenced to NAD 83.
 AA7537
 AA7537.The geoid height was determined by GEOID03.
 AA7537
 AA7537;                    North         East     Units Scale Factor Converg.
 AA7537;SPC AL W     -   383,618.968   581,931.399   MT  0.99993736   -0 06 25.8
 AA7537;UTM  16      - 3,702,475.134   435,472.655   MT  0.99965133   -0 22 58.3
 AA7537
 AA7537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7537!SPC AL W     -   0.99998903  x   0.99993736  =   0.99992639
 AA7537!UTM  16      -   0.99998903  x   0.99965133  =   0.99964037
 AA7537
 AA7537:                Primary Azimuth Mark                     Grid Az
 AA7537:SPC AL W     -  63 22                                    121 12 12.7
 AA7537:UTM  16      -  63 22                                    121 28 45.2
 AA7537
 AA7537|---------------------------------------------------------------------|
 AA7537| PID    Reference Object                     Distance      Geod. Az  |
 AA7537|                                                           dddmmss.s |
 AA7537| AA7538 63 22                               464.777 METERS 1210546.9 |
 AA7537|---------------------------------------------------------------------|
 AA7537
 AA7537                          SUPERSEDED SURVEY CONTROL
 AA7537
 AA7537  ELLIP H (08/28/95)   69.92   (m)                       GP(       ) 4 1
 AA7537  NGVD 29 (08/28/95)   98.2    (m)          322.     (f) GPS OBS        
 AA7537
 AA7537.Superseded values are not recommended for survey control.
 AA7537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7537.See file dsdata.txt to determine how the superseded data were derived.
 AA7537
 AA7537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3547302475(NAD 83)
 AA7537_MARKER: DD = SURVEY DISK
 AA7537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7537_STAMPING: 63-21 1994
 AA7537_MARK LOGO: ALHD  
 AA7537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7537+STABILITY: SURFACE MOTION
 AA7537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7537+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7537
 AA7537  HISTORY     - Date     Condition        Report By
 AA7537  HISTORY     - 1994     MONUMENTED       ALHD
 AA7537
 AA7537                          STATION DESCRIPTION
 AA7537
 AA7537'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7537'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTH RIGHT OF WAY
 AA7537'OF TUSCALOOSA COUNTY ROAD NO. 38, ABOUT 5.40 MI (8.69 KM)
 AA7537'WEST-SOUTHWEST OF SAMANTHA AND ABOUT 16.70 MI (26.88 KM)
 AA7537'NORTH-NORTHWEST OF NORTHPORT. TO REACH THE STATION FROM THE JUNCTION
 AA7537'OF U.S. 43 AND U.S. 82 (MILE POST 204.10 ON U.S. 43 AND MILE POST
 AA7537'47.35 ON U.S. 82) AT A TRAFFIC LIGHT IN NORTHPORT, DRIVE NORTH ON U.S.
 AA7537'43 FOR 17.20 MI (27.68 KM) TO MILE POST 221.30 AND TUSCALOOSA COUNTY
 AA7537'ROAD NO. 38 LEFT AND RIGHT, TURN LEFT ON TUSCALOOSA COUNTY ROAD NO. 38
 AA7537'AND DRIVE SOUTHWEST AND WEST FOR 4.35 MI (7.00 KM) TO THE STATION ON
 AA7537'THE RIGHT. THE STATION IS 37.0 FT (11.3 M) NORTH OF THE CENTER OF
 AA7537'TUSCALOOSA COUNTY ROAD NO. 38, 49.2 FT (15.0 M) WEST-NORTHWEST OF
 AA7537'TELEPHONE CABLE PEDESTAL NO. 15, 70.0 FT (21.3 M) SOUTHWEST OF THE
 AA7537'CENTER OF A COUNTY GRAVEL ROAD, 142.7 FT (43.5 M) WEST-NORTHWEST OF A
 AA7537'POWER POLE, 155.4 FT (47.4 M) WEST-NORTHWEST OF A STOP SIGN, 156.6 FT
 AA7537'(47.7 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 190 E 5 N 7,
 AA7537'2.2 FT (0.7 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA7537'FLUSH WITH THE GROUND. STATION 63-22 1994 MAY BE USED AS AN AZIMUTH
 AA7537'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7538 ***********************************************************************
 AA7538  DESIGNATION -  63 22
 AA7538  PID         -  AA7538
 AA7538  STATE/COUNTY-  AL/TUSCALOOSA
 AA7538  USGS QUAD   -  GIN CREEK (1978)
 AA7538
 AA7538                         *CURRENT SURVEY CONTROL
 AA7538  ___________________________________________________________________
 AA7538* NAD 83(1992)-  33 27 27.39887(N)    087 41 24.32409(W)     ADJUSTED  
 AA7538* NAVD 88     -       103.9    (meters)     341.     (feet)  VERTCON   
 AA7538  ___________________________________________________________________
 AA7538  X           -     214,691.639 (meters)                     COMP
 AA7538  Y           -  -5,322,397.773 (meters)                     COMP
 AA7538  Z           -   3,496,454.433 (meters)                     COMP
 AA7538  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 AA7538  ELLIP HEIGHT-          75.51  (meters)          (07/29/02) GPS OBS
 AA7538  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 AA7538
 AA7538  HORZ ORDER  -  FIRST
 AA7538  ELLP ORDER  -  FOURTH    CLASS I
 AA7538
 AA7538.The horizontal coordinates were established by GPS observations
 AA7538.and adjusted by the National Geodetic Survey in August 1995..
 AA7538
 AA7538.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7538
 AA7538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7538
 AA7538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7538
 AA7538.The ellipsoidal height was determined by GPS observations
 AA7538.and is referenced to NAD 83.
 AA7538
 AA7538.The geoid height was determined by GEOID03.
 AA7538
 AA7538;                    North         East     Units Scale Factor Converg.
 AA7538;SPC AL W     -   383,378.192   582,328.912   MT  0.99993718   -0 06 17.3
 AA7538;UTM  16      - 3,702,232.518   435,868.892   MT  0.99965070   -0 22 49.7
 AA7538
 AA7538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7538!SPC AL W     -   0.99998815  x   0.99993718  =   0.99992533
 AA7538!UTM  16      -   0.99998815  x   0.99965070  =   0.99963885
 AA7538
 AA7538:                Primary Azimuth Mark                     Grid Az
 AA7538:SPC AL W     -  63 21                                    301 12 12.7
 AA7538:UTM  16      -  63 21                                    301 28 45.1
 AA7538
 AA7538|---------------------------------------------------------------------|
 AA7538| PID    Reference Object                     Distance      Geod. Az  |
 AA7538|                                                           dddmmss.s |
 AA7538| AA7537 63 21                               464.777 METERS 3010555.4 |
 AA7538|---------------------------------------------------------------------|
 AA7538
 AA7538                          SUPERSEDED SURVEY CONTROL
 AA7538
 AA7538  ELLIP H (08/28/95)   75.56   (m)                       GP(       ) 4 1
 AA7538  NGVD 29 (08/28/95)  103.9    (m)          341.     (f) GPS OBS        
 AA7538
 AA7538.Superseded values are not recommended for survey control.
 AA7538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7538.See file dsdata.txt to determine how the superseded data were derived.
 AA7538
 AA7538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3586902233(NAD 83)
 AA7538_MARKER: DD = SURVEY DISK
 AA7538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7538_STAMPING: 63-22 1994
 AA7538_MARK LOGO: ALHD  
 AA7538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7538+STABILITY: SURFACE MOTION
 AA7538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7538+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7538
 AA7538  HISTORY     - Date     Condition        Report By
 AA7538  HISTORY     - 1994     MONUMENTED       ALHD
 AA7538
 AA7538                          STATION DESCRIPTION
 AA7538
 AA7538'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7538'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7538'OF TUSCALOOSA COUNTY ROAD NO. 38, ABOUT 5.20 MI (8.37 KM)
 AA7538'WEST-SOUTHWEST OF SAMANTHA AND ABOUT 16.40 MI (26.39 KM)
 AA7538'NORTH-NORTHWEST OF NORTHPORT. TO REACH THE STATION FROM THE JUNCTION
 AA7538'OF U.S. 43 AND U.S. 82 (MILE POST 204.10 ON U.S. 43 AND MILE POST
 AA7538'47.35 ON U.S. 82) AT A TRAFFIC LIGHT IN NORTHPORT, DRIVE NORTH ON U.S.
 AA7538'43 FOR 17.20 MI (27.68 KM) TO MILE POST 221.30 AND TUSCALOOSA COUNTY
 AA7538'ROAD NO. 38 LEFT AND RIGHT, TURN LEFT ON TUSCALOOSA COUNTY ROAD NO. 38
 AA7538'AND DRIVE SOUTHWEST AND WEST FOR 4.05 MI (6.52 KM) TO THE STATION ON
 AA7538'THE LEFT. THE STATION IS 37.6 FT (11.5 M) SOUTH-SOUTHWEST OF THE
 AA7538'CENTER OF TUSCALOOSA COUNTY ROAD NO. 38, 74.3 FT (22.6 M)
 AA7538'EAST-NORTHEAST OF JUNCTION POWER POLE NO. XE 333 WITH ONE GUY WIRE,
 AA7538'183.8 FT (56.0 M) WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 190 E
 AA7538'45 N 17 S 1 ACROSS THE ROAD, 184.0 FT (56.1 M) WEST-NORTHWEST OF A
 AA7538'BURIED CABLE WARNING SIGN ACROSS THE ROAD, 2.4 FT (0.7 M) NORTHEAST OF
 AA7538'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-21
 AA7538'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7539 ***********************************************************************
 AA7539  DESIGNATION -  63 23
 AA7539  PID         -  AA7539
 AA7539  STATE/COUNTY-  AL/TUSCALOOSA
 AA7539  USGS QUAD   -  BROWNVILLE (1981)
 AA7539
 AA7539                         *CURRENT SURVEY CONTROL
 AA7539  ___________________________________________________________________
 AA7539* NAD 83(1992)-  33 23 30.13468(N)    087 47 06.03967(W)     ADJUSTED  
 AA7539* NAVD 88     -        89.8    (meters)     295.     (feet)  GPS OBS   
 AA7539  ___________________________________________________________________
 AA7539  X           -     206,028.983 (meters)                     COMP
 AA7539  Y           -  -5,326,757.852 (meters)                     COMP
 AA7539  Z           -   3,490,345.639 (meters)                     COMP
 AA7539  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 AA7539  ELLIP HEIGHT-          61.26  (meters)          (08/29/05) GPS OBS
 AA7539  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 AA7539
 AA7539  HORZ ORDER  -  A
 AA7539  ELLP ORDER  -  FOURTH    CLASS I
 AA7539
 AA7539.The horizontal coordinates were established by GPS observations
 AA7539.and adjusted by the National Geodetic Survey in August 2005..
 AA7539
 AA7539.The orthometric height was determined by GPS observations and a
 AA7539.high-resolution geoid model.
 AA7539
 AA7539.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7539
 AA7539.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7539
 AA7539.The ellipsoidal height was determined by GPS observations
 AA7539.and is referenced to NAD 83.
 AA7539
 AA7539.The geoid height was determined by GEOID03.
 AA7539
 AA7539;                    North         East     Units Scale Factor Converg.
 AA7539;SPC AL W     -   376,088.965   573,484.845   MT  0.99994200   -0 09 24.7
 AA7539;UTM  16      - 3,694,987.930   426,992.384   MT  0.99966571   -0 25 55.4
 AA7539
 AA7539!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7539!SPC AL W     -   0.99999038  x   0.99994200  =   0.99993238
 AA7539!UTM  16      -   0.99999038  x   0.99966571  =   0.99965610
 AA7539
 AA7539                          SUPERSEDED SURVEY CONTROL
 AA7539
 AA7539  ELLIP H (07/29/02)   61.24   (m)                       GP(       ) 4 1
 AA7539  NAD 83(1992)-  33 23 30.13548(N)    087 47 06.03798(W) AD(       ) 1
 AA7539  ELLIP H (08/28/95)   61.30   (m)                       GP(       ) 4 1
 AA7539  NGVD 29 (08/28/95)   89.7    (m)          294.     (f) GPS OBS        
 AA7539
 AA7539.Superseded values are not recommended for survey control.
 AA7539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7539.See file dsdata.txt to determine how the superseded data were derived.
 AA7539
 AA7539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2699294988(NAD 83)
 AA7539_MARKER: DD = SURVEY DISK
 AA7539_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7539_STAMPING: 63-23 1994
 AA7539_MARK LOGO: ALHD  
 AA7539_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7539_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7539+STABILITY: SURFACE MOTION
 AA7539_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7539+SATELLITE: SATELLITE OBSERVATIONS - July 27, 2005
 AA7539
 AA7539  HISTORY     - Date     Condition        Report By
 AA7539  HISTORY     - 1994     MONUMENTED       ALHD
 AA7539  HISTORY     - 20040622 GOOD             ALDOT
 AA7539  HISTORY     - 20050727 GOOD             ALDOT
 AA7539
 AA7539                          STATION DESCRIPTION
 AA7539
 AA7539'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7539'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTH RIGHT OF WAY
 AA7539'OF A COUNTY GRAVEL ROAD, ABOUT 8.00 MI (12.87 KM) NORTH-NORTHEAST OF
 AA7539'HOLMAN AND ABOUT 15.95 MI (25.67 KM) NORTHWEST OF NORTHPORT. TO REACH
 AA7539'THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 171 (MILE POST 0.00
 AA7539'ON ALA 171 AND MILE POST 206.25 ON U.S. 43) IN THE NORTH SIDE OF
 AA7539'NORTHPORT, DRIVE NORTHWEST ON ALA 171 FOR 13.65 MI (21.97 KM) TO MILE
 AA7539'POST 13.65 AND TUSCALOOSA COUNTY ROAD NO. 34 ON THE LEFT, TURN LEFT ON
 AA7539'TUSCALOOSA COUNTY ROAD NO. 34 AND DRIVE SOUTHWEST AND WEST FOR 1.75 MI
 AA7539'(2.82 KM) TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT,
 AA7539'TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.20 MI (0.32
 AA7539'KM) TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND
 AA7539'DRIVE WEST FOR 2.00 MI (3.22 KM) TO THE STATION ON THE RIGHT. THE
 AA7539'STATION IS 3.0 FT (0.9 M) SOUTH OF AN UNPAINTED BOARD FENCE, 32.0 FT
 AA7539'(9.8 M) NORTH OF THE CENTER OF THE GRAVEL ROAD, 123.0 FT (37.5 M)
 AA7539'EAST-NORTHEAST OF A POWER AND CABLE POLE ACROSS THE ROAD, 125.9 FT
 AA7539'(38.4 M) WEST-NORTHWEST OF A POWER AND CABLE POLE ACROSS THE ROAD,
 AA7539'129.0 FT (39.3 M) WEST-NORTHWEST OF A YELLOW CARSONITE GAS LINE MARKER
 AA7539'ACROSS THE ROAD, 129.4 FT (39.4 M) WEST-NORTHWEST OF A VACANT POLE
 AA7539'ACROSS THE ROAD, 264.6 FT (80.7 M) EAST OF THE WEST END OF THE BOARD
 AA7539'FENCE, 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7539'WITH THE GROUND. STATION 63-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7539'STATION.
 AA7539
 AA7539                          STATION RECOVERY (2004)
 AA7539
 AA7539'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JM)
 AA7539'RECOVERED AS DESCRIBED.
 AA7539
 AA7539                          STATION RECOVERY (2005)
 AA7539
 AA7539'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7539'REPLACED CARSONITE WITNESS POST WITH METAL WITNESS POST SAME LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7540 ***********************************************************************
 AA7540  DESIGNATION -  63 24
 AA7540  PID         -  AA7540
 AA7540  STATE/COUNTY-  AL/TUSCALOOSA
 AA7540  USGS QUAD   -  BROWNVILLE (1981)
 AA7540
 AA7540                         *CURRENT SURVEY CONTROL
 AA7540  ___________________________________________________________________
 AA7540* NAD 83(1992)-  33 23 29.10171(N)    087 46 45.14752(W)     ADJUSTED  
 AA7540* NAVD 88     -        75.7    (meters)     248.     (feet)  VERTCON   
 AA7540  ___________________________________________________________________
 AA7540  X           -     206,568.743 (meters)                     COMP
 AA7540  Y           -  -5,326,742.736 (meters)                     COMP
 AA7540  Z           -   3,490,311.335 (meters)                     COMP
 AA7540  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 AA7540  ELLIP HEIGHT-          47.21  (meters)          (07/29/02) GPS OBS
 AA7540  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 AA7540
 AA7540  HORZ ORDER  -  FIRST
 AA7540  ELLP ORDER  -  FOURTH    CLASS I
 AA7540
 AA7540.The horizontal coordinates were established by GPS observations
 AA7540.and adjusted by the National Geodetic Survey in August 1995..
 AA7540
 AA7540.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7540.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7540
 AA7540.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7540
 AA7540.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7540
 AA7540.The ellipsoidal height was determined by GPS observations
 AA7540.and is referenced to NAD 83.
 AA7540
 AA7540.The geoid height was determined by GEOID03.
 AA7540
 AA7540;                    North         East     Units Scale Factor Converg.
 AA7540;SPC AL W     -   376,055.679   574,024.661   MT  0.99994165   -0 09 13.2
 AA7540;UTM  16      - 3,694,952.062   427,531.885   MT  0.99966475   -0 25 43.9
 AA7540
 AA7540!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7540!SPC AL W     -   0.99999259  x   0.99994165  =   0.99993424
 AA7540!UTM  16      -   0.99999259  x   0.99966475  =   0.99965734
 AA7540
 AA7540                          SUPERSEDED SURVEY CONTROL
 AA7540
 AA7540  ELLIP H (08/28/95)   47.27   (m)                       GP(       ) 4 1
 AA7540  NGVD 29 (08/28/95)   75.7    (m)          248.     (f) GPS OBS        
 AA7540
 AA7540.Superseded values are not recommended for survey control.
 AA7540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7540.See file dsdata.txt to determine how the superseded data were derived.
 AA7540
 AA7540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2753294952(NAD 83)
 AA7540_MARKER: DD = SURVEY DISK
 AA7540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7540_STAMPING: 63-24 1994
 AA7540_MARK LOGO: ALHD  
 AA7540_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7540+STABILITY: SURFACE MOTION
 AA7540_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7540+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 AA7540
 AA7540  HISTORY     - Date     Condition        Report By
 AA7540  HISTORY     - 1994     MONUMENTED       ALHD
 AA7540  HISTORY     - 20050728 GOOD             ALDOT
 AA7540
 AA7540                          STATION DESCRIPTION
 AA7540
 AA7540'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7540'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTH RIGHT OF WAY
 AA7540'OF A COUNTY GRAVEL ROAD, ABOUT 8.10 MI (13.04 KM) NORTH-NORTHEAST OF
 AA7540'HOLMAN AND ABOUT 15.65 MI (25.19 KM) NORTHWEST OF NORTHPORT. TO REACH
 AA7540'THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 171 (MILE POST 0.00
 AA7540'ON ALA 171 AND MILE POST 206.25 ON U.S. 43) IN THE NORTH SIDE OF
 AA7540'NORTHPORT, DRIVE NORTHWEST ON ALA 171 FOR 13.65 MI (21.97 KM) TO MILE
 AA7540'POST 13.65 AND TUSCALOOSA COUNTY ROAD NO. 34 ON THE LEFT, TURN LEFT ON
 AA7540'TUSCALOOSA COUNTY ROAD NO. 34 AND DRIVE SOUTHWEST AND WEST FOR 1.75 MI
 AA7540'(2.82 KM) TO A T-INTERSECTION WITH A PAVED COUNTY ROAD LEFT AND RIGHT,
 AA7540'TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR 0.20 MI (0.32
 AA7540'KM) TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND
 AA7540'DRIVE WEST FOR 1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT. THE
 AA7540'STATION IS 3.1 FT (0.9 M) SOUTH OF A THREE STRAND BARBED WIRE FENCE ON
 AA7540'TREATED WOOD POSTS, 27.5 FT (8.4 M) NORTH OF THE CENTER OF THE GRAVEL
 AA7540'ROAD, 118.8 FT (36.2 M) WEST-NORTHWEST OF THE WEST END OF A
 AA7540'TWENTYFOUR-INCH CORREGATED METAL PIPE UNDER A WOODS ROAD ACROSS THE
 AA7540'ROAD, 153.0 FT (46.6 M) WEST OF THE SOUTHEAST CORNER OF THE FENCE, 3.2
 AA7540'FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7540'GROUND. STATION 63-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7540
 AA7540                          STATION RECOVERY (2005)
 AA7540
 AA7540'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7540'REPLACED CARSONITE WITNESS POST WITH METAL WITNESS POST SAME LOCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7541 ***********************************************************************
 AA7541  DESIGNATION -  63 25
 AA7541  PID         -  AA7541
 AA7541  STATE/COUNTY-  AL/TUSCALOOSA
 AA7541  USGS QUAD   -  LAKE LURLEEN (1982)
 AA7541
 AA7541                         *CURRENT SURVEY CONTROL
 AA7541  ___________________________________________________________________
 AA7541* NAD 83(1992)-  33 22 15.38788(N)    087 39 52.54663(W)     ADJUSTED  
 AA7541* NAVD 88     -       144.2    (meters)     473.     (feet)  VERTCON   
 AA7541  ___________________________________________________________________
 AA7541  X           -     217,276.894 (meters)                     COMP
 AA7541  Y           -  -5,327,624.425 (meters)                     COMP
 AA7541  Z           -   3,488,452.556 (meters)                     COMP
 AA7541  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA7541  ELLIP HEIGHT-         115.58  (meters)          (07/29/02) GPS OBS
 AA7541  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AA7541
 AA7541  HORZ ORDER  -  FIRST
 AA7541  ELLP ORDER  -  FOURTH    CLASS I
 AA7541
 AA7541.The horizontal coordinates were established by GPS observations
 AA7541.and adjusted by the National Geodetic Survey in August 1995..
 AA7541
 AA7541.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7541
 AA7541.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7541
 AA7541.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7541
 AA7541.The ellipsoidal height was determined by GPS observations
 AA7541.and is referenced to NAD 83.
 AA7541
 AA7541.The geoid height was determined by GEOID03.
 AA7541
 AA7541;                    North         East     Units Scale Factor Converg.
 AA7541;SPC AL W     -   373,762.073   584,683.650   MT  0.99993622   -0 05 25.9
 AA7541;UTM  16      - 3,692,607.965   438,176.724   MT  0.99964712   -0 21 56.1
 AA7541
 AA7541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7541!SPC AL W     -   0.99998185  x   0.99993622  =   0.99991808
 AA7541!UTM  16      -   0.99998185  x   0.99964712  =   0.99962898
 AA7541
 AA7541:                Primary Azimuth Mark                     Grid Az
 AA7541:SPC AL W     -  63 26                                    091 00 05.6
 AA7541:UTM  16      -  63 26                                    091 16 35.8
 AA7541
 AA7541|---------------------------------------------------------------------|
 AA7541| PID    Reference Object                     Distance      Geod. Az  |
 AA7541|                                                           dddmmss.s |
 AA7541| AA7542 63 26                               450.189 METERS 0905439.7 |
 AA7541|---------------------------------------------------------------------|
 AA7541
 AA7541                          SUPERSEDED SURVEY CONTROL
 AA7541
 AA7541  ELLIP H (08/28/95)  115.63   (m)                       GP(       ) 4 1
 AA7541  NGVD 29 (08/28/95)  144.1    (m)          473.     (f) GPS OBS        
 AA7541
 AA7541.Superseded values are not recommended for survey control.
 AA7541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7541.See file dsdata.txt to determine how the superseded data were derived.
 AA7541
 AA7541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3817792608(NAD 83)
 AA7541_MARKER: DD = SURVEY DISK
 AA7541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7541_STAMPING: 63-25 1994
 AA7541_MARK LOGO: ALHD  
 AA7541_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7541+STABILITY: SURFACE MOTION
 AA7541_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7541+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7541
 AA7541  HISTORY     - Date     Condition        Report By
 AA7541  HISTORY     - 1994     MONUMENTED       ALHD
 AA7541
 AA7541                          STATION DESCRIPTION
 AA7541
 AA7541'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7541'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7541'OF TUSCALOOSA COUNTY ROAD NO. 90, ABOUT 9.25 MI (14.89 KM) NORTHEAST
 AA7541'OF BUHL AND ABOUT 10.35 MI (16.66 KM) NORTHWEST OF NORTHPORT. TO REACH
 AA7541'THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 171 (MILE POST 0.00
 AA7541'ON ALA 171 AND MILE POST 206.25 ON U.S. 43) IN THE NORTH SIDE OF
 AA7541'NORTHPORT, DRIVE NORTHWEST ON ALA 171 FOR 10.60 MI (17.06 KM) TO MILE
 AA7541'POST 10.60 AND TUSCALOOSA COUNTY ROAD NO. 90 ON THE RIGHT, TURN RIGHT
 AA7541'ON TUSCALOOSA COUNTY ROAD NO. 90 AND DRIVE EAST FOR 2.00 MI (3.22 KM)
 AA7541'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A
 AA7541'FOUR STRAND BARBED WIRE FENCE ON RED TOP, GREY STEEL POSTS, 24.0 FT
 AA7541'(7.3 M) SOUTH OF THE CENTER OF TUSCALOOSA COUNTY ROAD NO. 90, 126.0 FT
 AA7541'(38.4 M) WEST OF A FENCE JUNCTION, 129.3 FT (39.4 M) EAST OF THE EAST
 AA7541'ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 3.2 FT (1.0 M)
 AA7541'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7541'STATION 63-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7542 ***********************************************************************
 AA7542  DESIGNATION -  63 26
 AA7542  PID         -  AA7542
 AA7542  STATE/COUNTY-  AL/TUSCALOOSA
 AA7542  USGS QUAD   -  LAKE LURLEEN (1982)
 AA7542
 AA7542                         *CURRENT SURVEY CONTROL
 AA7542  ___________________________________________________________________
 AA7542* NAD 83(1992)-  33 22 15.15521(N)    087 39 35.13344(W)     ADJUSTED  
 AA7542* NAVD 88     -       147.3    (meters)     483.     (feet)  VERTCON   
 AA7542  ___________________________________________________________________
 AA7542  X           -     217,726.927 (meters)                     COMP
 AA7542  Y           -  -5,327,612.632 (meters)                     COMP
 AA7542  Z           -   3,488,448.303 (meters)                     COMP
 AA7542  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 AA7542  ELLIP HEIGHT-         118.73  (meters)          (07/29/02) GPS OBS
 AA7542  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AA7542
 AA7542  HORZ ORDER  -  FIRST
 AA7542  ELLP ORDER  -  FOURTH    CLASS I
 AA7542
 AA7542.The horizontal coordinates were established by GPS observations
 AA7542.and adjusted by the National Geodetic Survey in August 1995..
 AA7542
 AA7542.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7542.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7542
 AA7542.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7542
 AA7542.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7542
 AA7542.The ellipsoidal height was determined by GPS observations
 AA7542.and is referenced to NAD 83.
 AA7542
 AA7542.The geoid height was determined by GEOID03.
 AA7542
 AA7542;                    North         East     Units Scale Factor Converg.
 AA7542;SPC AL W     -   373,754.205   585,133.741   MT  0.99993606   -0 05 16.4
 AA7542;UTM  16      - 3,692,597.939   438,626.643   MT  0.99964644   -0 21 46.5
 AA7542
 AA7542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7542!SPC AL W     -   0.99998136  x   0.99993606  =   0.99991742
 AA7542!UTM  16      -   0.99998136  x   0.99964644  =   0.99962781
 AA7542
 AA7542:                Primary Azimuth Mark                     Grid Az
 AA7542:SPC AL W     -  63 25                                    271 00 05.6
 AA7542:UTM  16      -  63 25                                    271 16 35.7
 AA7542
 AA7542|---------------------------------------------------------------------|
 AA7542| PID    Reference Object                     Distance      Geod. Az  |
 AA7542|                                                           dddmmss.s |
 AA7542| AA7541 63 25                               450.189 METERS 2705449.2 |
 AA7542|---------------------------------------------------------------------|
 AA7542
 AA7542                          SUPERSEDED SURVEY CONTROL
 AA7542
 AA7542  ELLIP H (08/28/95)  118.78   (m)                       GP(       ) 4 1
 AA7542  NGVD 29 (08/28/95)  147.3    (m)          483.     (f) GPS OBS        
 AA7542
 AA7542.Superseded values are not recommended for survey control.
 AA7542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7542.See file dsdata.txt to determine how the superseded data were derived.
 AA7542
 AA7542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3862792598(NAD 83)
 AA7542_MARKER: DD = SURVEY DISK
 AA7542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7542_STAMPING: 63-26 1994
 AA7542_MARK LOGO: ALHD  
 AA7542_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7542+STABILITY: SURFACE MOTION
 AA7542_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7542+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7542
 AA7542  HISTORY     - Date     Condition        Report By
 AA7542  HISTORY     - 1994     MONUMENTED       ALHD
 AA7542
 AA7542                          STATION DESCRIPTION
 AA7542
 AA7542'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7542'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7542'OF TUSCALOOSA COUNTY ROAD NO. 90, ABOUT 9.40 MI (15.13 KM) NORTHEAST
 AA7542'OF BUHL AND ABOUT 10.20 MI (16.41 KM) NORTHWEST OF NORTHPORT. TO REACH
 AA7542'THE STATION FROM THE JUNCTION OF U.S. 43 AND ALA 171 (MILE POST 0.00
 AA7542'ON ALA 171 AND MILE POST 206.25 ON U.S. 43) IN THE NORTH SIDE OF
 AA7542'NORTHPORT, DRIVE NORTHWEST ON ALA 171 FOR 10.60 MI (17.06 KM) TO MILE
 AA7542'POST 10.60 AND TUSCALOOSA COUNTY ROAD NO. 90 ON THE RIGHT, TURN RIGHT
 AA7542'ON TUSCALOOSA COUNTY ROAD NO. 90 AND DRIVE EAST FOR 2.30 MI (3.70 KM)
 AA7542'TO THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) WEST OF A
 AA7542'THREE STRAND BARBED WIRE FENCE ON CEDAR POSTS, 15.5 FT (4.7 M)
 AA7542'SOUTH-SOUTHEAST OF A STOP SIGN, 16.0 FT (4.9 M) SOUTH OF THE NORTHWEST
 AA7542'CORNER OF THE FENCE, 38.5 FT (11.7 M) EAST OF THE CENTER OF A PAVED
 AA7542'COUNTY ROAD, 53.5 FT (16.3 M) SOUTH OF THE CENTER OF TUSCALOOSA COUNTY
 AA7542'ROAD NO. 90, 64.1 FT (19.5 M) EAST-NORTHEAST OF THE EAST POST OF A
 AA7542'PIPE GATE AND THE NORTHEAST CORNER OF THE FENCE ACROSS THE PAVED
 AA7542'COUNTY ROAD, 84.5 FT (25.8 M) NORTH OF A TUSCALOOSA COUNTY 90
 AA7542'DIRECTIONAL SIGN, 87.1 FT (26.5 M) NORTH-NORTHEAST OF A SPEED LIMIT 35
 AA7542'SIGN ACROSS THE PAVED COUNTY ROAD, 94.0 FT (28.7 M) SOUTH OF A
 AA7542'TRANSFORMER POWER POLE ACROSS TUSCALOOSA COUNTY ROAD NO. 90, 3.1 FT
 AA7542'(0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7542'GROUND. STATION 63-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7543 ***********************************************************************
 AA7543  DESIGNATION -  63 27
 AA7543  PID         -  AA7543
 AA7543  STATE/COUNTY-  AL/TUSCALOOSA
 AA7543  USGS QUAD   -  LAKE TUSCALOOSA NORTH (1978)
 AA7543
 AA7543                         *CURRENT SURVEY CONTROL
 AA7543  ___________________________________________________________________
 AA7543* NAD 83(1992)-  33 22 47.60643(N)    087 33 46.01897(W)     ADJUSTED  
 AA7543* NAVD 88     -        99.1    (meters)     325.     (feet)  VERTCON   
 AA7543  ___________________________________________________________________
 AA7543  X           -     226,718.786 (meters)                     COMP
 AA7543  Y           -  -5,326,646.752 (meters)                     COMP
 AA7543  Z           -   3,489,256.693 (meters)                     COMP
 AA7543  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AA7543  ELLIP HEIGHT-          70.52  (meters)          (07/29/02) GPS OBS
 AA7543  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 AA7543
 AA7543  HORZ ORDER  -  FIRST
 AA7543  ELLP ORDER  -  FOURTH    CLASS I
 AA7543
 AA7543.The horizontal coordinates were established by GPS observations
 AA7543.and adjusted by the National Geodetic Survey in August 1995..
 AA7543
 AA7543.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7543.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7543
 AA7543.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7543
 AA7543.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7543
 AA7543.The ellipsoidal height was determined by GPS observations
 AA7543.and is referenced to NAD 83.
 AA7543
 AA7543.The geoid height was determined by GEOID03.
 AA7543
 AA7543;                    North         East     Units Scale Factor Converg.
 AA7543;SPC AL W     -   374,744.277   594,158.384   MT  0.99993375   -0 02 04.4
 AA7543;UTM  16      - 3,693,544.394   447,653.273   MT  0.99963378   -0 18 34.7
 AA7543
 AA7543!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7543!SPC AL W     -   0.99998893  x   0.99993375  =   0.99992268
 AA7543!UTM  16      -   0.99998893  x   0.99963378  =   0.99962271
 AA7543
 AA7543:                Primary Azimuth Mark                     Grid Az
 AA7543:SPC AL W     -  63 28                                    019 48 19.0
 AA7543:UTM  16      -  63 28                                    020 04 49.3
 AA7543
 AA7543|---------------------------------------------------------------------|
 AA7543| PID    Reference Object                     Distance      Geod. Az  |
 AA7543|                                                           dddmmss.s |
 AA7543| AA7544 63 28                               APPROX. 0.5 KM 0194614.6 |
 AA7543|---------------------------------------------------------------------|
 AA7543
 AA7543                          SUPERSEDED SURVEY CONTROL
 AA7543
 AA7543  ELLIP H (08/28/95)   70.58   (m)                       GP(       ) 4 1
 AA7543  NGVD 29 (08/28/95)   99.1    (m)          325.     (f) GPS OBS        
 AA7543
 AA7543.Superseded values are not recommended for survey control.
 AA7543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7543.See file dsdata.txt to determine how the superseded data were derived.
 AA7543
 AA7543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4765393544(NAD 83)
 AA7543_MARKER: DD = SURVEY DISK
 AA7543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7543_STAMPING: 63-27 1994
 AA7543_MARK LOGO: ALHD  
 AA7543_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7543+STABILITY: SURFACE MOTION
 AA7543_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7543+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7543
 AA7543  HISTORY     - Date     Condition        Report By
 AA7543  HISTORY     - 1994     MONUMENTED       ALHD
 AA7543
 AA7543                          STATION DESCRIPTION
 AA7543
 AA7543'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7543'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE EAST RIGHT OF WAY
 AA7543'OF TUSCALOOSA COUNTY ROAD NO. 90, ABOUT 7.10 MI (11.43 KM)
 AA7543'SOUTH-SOUTHEAST OF SAMANTHA AND ABOUT 9.75 MI (15.69 KM) NORTH 0F
 AA7543'NORTHPORT. TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S.
 AA7543'82 (MILE POST 204.10 ON U.S. 43 AND MILE POST 47.35 ON U.S. 82) AT A
 AA7543'TRAFFIC LIGHT IN NORTHPORT, DRIVE NORTH ON U.S. 43 FOR 8.55 MI (13.76
 AA7543'KM) TO MILE POST 212.65 AND TUSCALOOSA COUNTY ROAD NO. 90 ON THE
 AA7543'RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 90 AND DRIVE EAST,
 AA7543'NORTH, AND NORTHEAST FOR 3.75 MI (6.03 KM) TO THE STATION ON THE
 AA7543'RIGHT. THE STATION IS 3.1 FT (0.9 M) WEST-NORTHWEST OF A FOUR STRAND
 AA7543'BARBED WIRE FENCE ON RED TOP, GREY STEEL POSTS, 39.1 FT (11.9 M)
 AA7543'NORTH-NORTHEAST OF THE NORTH ONE OF TWO CONNECTED WOOD POSTS IN THE
 AA7543'FENCE LINE, 44.4 FT (13.5 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 AA7543'TUSCALOOSA COUNTY ROAD NO. 90, 87.5 FT (26.7 M) NORTH-NORTHEAST OF AN
 AA7543'ANGLE POWER POLE WITH TWO GUY WIRES, 2.9 FT (0.9 M) NORTHWEST OF A
 AA7543'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-28
 AA7543'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7544 ***********************************************************************
 AA7544  DESIGNATION -  63 28
 AA7544  PID         -  AA7544
 AA7544  STATE/COUNTY-  AL/TUSCALOOSA
 AA7544  USGS QUAD   -  LAKE TUSCALOOSA NORTH (1978)
 AA7544
 AA7544                         *CURRENT SURVEY CONTROL
 AA7544  ___________________________________________________________________
 AA7544* NAD 83(1992)-  33 23 04.29820(N)    087 33 38.86716(W)     ADJUSTED  
 AA7544* NAVD 88     -       104.0    (meters)     341.     (feet)  VERTCON   
 AA7544  ___________________________________________________________________
 AA7544  X           -     226,891.607 (meters)                     COMP
 AA7544  Y           -  -5,326,360.252 (meters)                     COMP
 AA7544  Z           -   3,489,688.787 (meters)                     COMP
 AA7544  LAPLACE CORR-          -0.46  (seconds)                    DEFLEC99
 AA7544  ELLIP HEIGHT-          75.39  (meters)          (07/29/02) GPS OBS
 AA7544  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AA7544
 AA7544  HORZ ORDER  -  FIRST
 AA7544  ELLP ORDER  -  FOURTH    CLASS I
 AA7544
 AA7544.The horizontal coordinates were established by GPS observations
 AA7544.and adjusted by the National Geodetic Survey in August 1995..
 AA7544
 AA7544.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7544.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7544
 AA7544.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7544
 AA7544.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7544
 AA7544.The ellipsoidal height was determined by GPS observations
 AA7544.and is referenced to NAD 83.
 AA7544
 AA7544.The geoid height was determined by GEOID03.
 AA7544
 AA7544;                    North         East     Units Scale Factor Converg.
 AA7544;SPC AL W     -   375,258.385   594,343.528   MT  0.99993373   -0 02 00.4
 AA7544;UTM  16      - 3,694,057.453   447,840.827   MT  0.99963354   -0 18 30.9
 AA7544
 AA7544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7544!SPC AL W     -   0.99998816  x   0.99993373  =   0.99992190
 AA7544!UTM  16      -   0.99998816  x   0.99963354  =   0.99962171
 AA7544
 AA7544:                Primary Azimuth Mark                     Grid Az
 AA7544:SPC AL W     -  63 27                                    199 48 19.0
 AA7544:UTM  16      -  63 27                                    200 04 49.5
 AA7544
 AA7544|---------------------------------------------------------------------|
 AA7544| PID    Reference Object                     Distance      Geod. Az  |
 AA7544|                                                           dddmmss.s |
 AA7544| AA7543 63 27                               APPROX. 0.5 KM 1994618.6 |
 AA7544|---------------------------------------------------------------------|
 AA7544
 AA7544                          SUPERSEDED SURVEY CONTROL
 AA7544
 AA7544  ELLIP H (08/28/95)   75.44   (m)                       GP(       ) 4 1
 AA7544  NGVD 29 (08/28/95)  104.0    (m)          341.     (f) GPS OBS        
 AA7544
 AA7544.Superseded values are not recommended for survey control.
 AA7544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7544.See file dsdata.txt to determine how the superseded data were derived.
 AA7544
 AA7544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4784194057(NAD 83)
 AA7544_MARKER: DD = SURVEY DISK
 AA7544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7544_STAMPING: 63-28 1994
 AA7544_MARK LOGO: ALHD  
 AA7544_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7544+STABILITY: SURFACE MOTION
 AA7544_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7544+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7544
 AA7544  HISTORY     - Date     Condition        Report By
 AA7544  HISTORY     - 1994     MONUMENTED       ALHD
 AA7544
 AA7544                          STATION DESCRIPTION
 AA7544
 AA7544'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7544'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE EAST RIGHT OF WAY
 AA7544'OF TUSCALOOSA COUNTY ROAD NO. 90, ABOUT 6.80 MI (10.94 KM)
 AA7544'SOUTH-SOUTHEAST OF SAMANTHA AND ABOUT 10.10 MI (16.25 KM) NORTH 0F
 AA7544'NORTHPORT. TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S.
 AA7544'82 (MILE POST 204.10 ON U.S. 43 AND MILE POST 47.35 ON U.S. 82) AT A
 AA7544'TRAFFIC LIGHT IN NORTHPORT, DRIVE NORTH ON U.S. 43 FOR 8.55 MI (13.76
 AA7544'KM) TO MILE POST 212.65 AND TUSCALOOSA COUNTY ROAD NO. 90 ON THE
 AA7544'RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 90 AND DRIVE EAST,
 AA7544'NORTH, AND NORTHEAST FOR 4.10 MI (6.60 KM) TO THE STATION ON THE
 AA7544'RIGHT. THE STATION IS 2.2 FT (0.7 M) WEST-SOUTHWEST OF A WHITE BOARD
 AA7544'FENCE, 6.2 FT (1.9 M) SOUTHEAST OF A FIRE HYDRANT, 15.0 FT (4.6 M)
 AA7544'SOUTH OF THE NORTH END OF THE WHITE BOARD FENCE, 30.0 FT (9.1 M)
 AA7544'NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 44.5 FT (13.6 M) NORTH
 AA7544'OF THE NORTHEAST POST OF A PATTON AND PATTON FARMS GATE, 45.5 FT (13.9
 AA7544'M) EAST-NORTHEAST OF THE CENTERLINE OF TUSCALOOSA COUNTY ROAD NO. 90,
 AA7544'83.0 FT (25.3 M) EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. P 181
 AA7544'W 23 S 1 ACROSS THE ROAD, 83.8 FT (25.5 M) EAST-SOUTHEAST OF
 AA7544'TRANSFORMER POWER POLE NO. 24 ACROSS THE ROAD, 2.2 FT (0.7 M) WEST OF
 AA7544'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-27
 AA7544'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7545 ***********************************************************************
 AA7545  DESIGNATION -  63 29
 AA7545  PID         -  AA7545
 AA7545  STATE/COUNTY-  AL/TUSCALOOSA
 AA7545  USGS QUAD   -  WINDHAM SPRINGS (1974)
 AA7545
 AA7545                         *CURRENT SURVEY CONTROL
 AA7545  ___________________________________________________________________
 AA7545* NAD 83(1992)-  33 22 56.15324(N)    087 27 10.63016(W)     ADJUSTED  
 AA7545* NAVD 88     -       172.7    (meters)     567.     (feet)  VERTCON   
 AA7545  ___________________________________________________________________
 AA7545  X           -     236,925.297 (meters)                     COMP
 AA7545  Y           -  -5,326,118.954 (meters)                     COMP
 AA7545  Z           -   3,489,517.019 (meters)                     COMP
 AA7545  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AA7545  ELLIP HEIGHT-         144.03  (meters)          (07/29/02) GPS OBS
 AA7545  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AA7545
 AA7545  HORZ ORDER  -  FIRST
 AA7545  ELLP ORDER  -  FOURTH    CLASS I
 AA7545
 AA7545.The horizontal coordinates were established by GPS observations
 AA7545.and adjusted by the National Geodetic Survey in August 1995..
 AA7545
 AA7545.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7545.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7545
 AA7545.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7545
 AA7545.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7545
 AA7545.The ellipsoidal height was determined by GPS observations
 AA7545.and is referenced to NAD 83.
 AA7545
 AA7545.The geoid height was determined by GEOID03.
 AA7545
 AA7545;                    North         East     Units Scale Factor Converg.
 AA7545;SPC AL W     -   375,006.803   604,377.361   MT  0.99993357   +0 01 33.2
 AA7545;UTM  16      - 3,693,757.786   457,870.266   MT  0.99962188   -0 14 57.2
 AA7545
 AA7545!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7545!SPC AL W     -   0.99997739  x   0.99993357  =   0.99991096
 AA7545!UTM  16      -   0.99997739  x   0.99962188  =   0.99959928
 AA7545
 AA7545:                Primary Azimuth Mark                     Grid Az
 AA7545:SPC AL W     -  63 30                                    026 12 06.9
 AA7545:UTM  16      -  63 30                                    026 28 37.3
 AA7545
 AA7545|---------------------------------------------------------------------|
 AA7545| PID    Reference Object                     Distance      Geod. Az  |
 AA7545|                                                           dddmmss.s |
 AA7545| AA7546 63 30                               400.187 METERS 0261340.1 |
 AA7545|---------------------------------------------------------------------|
 AA7545
 AA7545                          SUPERSEDED SURVEY CONTROL
 AA7545
 AA7545  ELLIP H (08/28/95)  144.08   (m)                       GP(       ) 4 1
 AA7545  NGVD 29 (08/28/95)  172.7    (m)          567.     (f) GPS OBS        
 AA7545
 AA7545.Superseded values are not recommended for survey control.
 AA7545.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7545.See file dsdata.txt to determine how the superseded data were derived.
 AA7545
 AA7545_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5787093758(NAD 83)
 AA7545_MARKER: DD = SURVEY DISK
 AA7545_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7545_STAMPING: 63-29 1994
 AA7545_MARK LOGO: ALHD  
 AA7545_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7545_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7545+STABILITY: SURFACE MOTION
 AA7545_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7545+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7545
 AA7545  HISTORY     - Date     Condition        Report By
 AA7545  HISTORY     - 1994     MONUMENTED       ALHD
 AA7545
 AA7545                          STATION DESCRIPTION
 AA7545
 AA7545'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7545'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTHWEST RIGHT OF
 AA7545'WAY OF A COUNTY GRAVEL ROAD, ABOUT 10.85 MI (17.46 KM) SOUTHEAST OF
 AA7545'SAMANTHA AND ABOUT 11.55 MI (18.59 KM) NORTHWEST OF BROOKWOOD. TO
 AA7545'REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 69 (MILE POST
 AA7545'149.30 ON ALA 69 AND MILE POST 48.35 ON U.S. 82) AT A TRAFFIC LIGHT IN
 AA7545'NORTHPORT, DRIVE NORTH AND NORTHEAST ON ALA 69 FOR 13.05 MI (21.00 KM)
 AA7545'TO MILE POST 162.35 AND YELLOW CREEK ROAD ON THE RIGHT, TURN RIGHT ON
 AA7545'YELLOW CREEK ROAD AND DRIVE SOUTHEAST FOR 3.30 MI (5.31 KM) TO A
 AA7545'GRAVEL ROAD ON THE LEFT TO HOLY BIBLE CHURCH OF GOD, TURN LEFT ON THE
 AA7545'GRAVEL ROAD AND DRIVE NORTHEAST FOR 2.50 MI (4.02 KM) TO THE STATION
 AA7545'ON THE LEFT UNDER A HIGH VOLTAGE POWER LINE. THE STATION IS 25.5 FT
 AA7545'(7.8 M) NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 318.0 FT (96.9 M)
 AA7545'SOUTH-SOUTHWEST OF THE WEST POLE OF BENT NO. 135 OF THE EAST HIGH
 AA7545'VOLTAGE POWER LINE, 2.5 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS
 AA7545'POST, AND SET FLUSH WITH THE GROUND. STATION 63-30 1994 MAY BE USED AS
 AA7545'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2814 ***********************************************************************
 DH2814  DESIGNATION -  63 3
 DH2814  PID         -  DH2814
 DH2814  STATE/COUNTY-  AL/TUSCALOOSA
 DH2814  USGS QUAD   -  LAKE LURLEEN (1982)
 DH2814
 DH2814                         *CURRENT SURVEY CONTROL
 DH2814  ___________________________________________________________________
 DH2814* NAD 83(1992)-  33 16 41.88946(N)    087 41 27.55029(W)     ADJUSTED  
 DH2814* NAVD 88     -        69.3    (meters)     227.     (feet)  VERTCON   
 DH2814  ___________________________________________________________________
 DH2814  X           -     215,047.909 (meters)                     COMP
 DH2814  Y           -  -5,333,301.400 (meters)                     COMP
 DH2814  Z           -   3,479,826.087 (meters)                     COMP
 DH2814  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 DH2814  ELLIP HEIGHT-          40.51  (meters)          (07/29/02) GPS OBS
 DH2814  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DH2814
 DH2814  HORZ ORDER  -  FIRST
 DH2814  ELLP ORDER  -  FOURTH    CLASS I
 DH2814
 DH2814.The horizontal coordinates were established by GPS observations
 DH2814.and adjusted by the National Geodetic Survey in December 1992..
 DH2814
 DH2814.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2814.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2814
 DH2814.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2814
 DH2814.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2814
 DH2814.The ellipsoidal height was determined by GPS observations
 DH2814.and is referenced to NAD 83.
 DH2814
 DH2814.The geoid height was determined by GEOID03.
 DH2814
 DH2814;                    North         East     Units Scale Factor Converg.
 DH2814;SPC AL W     -   363,492.374   582,209.144   MT  0.99993723   -0 06 17.3
 DH2814;UTM  16      - 3,682,353.198   435,653.736   MT  0.99965105   -0 22 45.0
 DH2814
 DH2814!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2814!SPC AL W     -   0.99999364  x   0.99993723  =   0.99993087
 DH2814!UTM  16      -   0.99999364  x   0.99965105  =   0.99964469
 DH2814
 DH2814:                Primary Azimuth Mark                     Grid Az
 DH2814:SPC AL W     -  63 4                                     136 14 21.2
 DH2814:UTM  16      -  63 4                                     136 30 48.9
 DH2814
 DH2814|---------------------------------------------------------------------|
 DH2814| PID    Reference Object                     Distance      Geod. Az  |
 DH2814|                                                           dddmmss.s |
 DH2814| DH2815 63 4                                464.125 METERS 1360803.9 |
 DH2814|---------------------------------------------------------------------|
 DH2814
 DH2814                          SUPERSEDED SURVEY CONTROL
 DH2814
 DH2814  ELLIP H (12/04/92)   40.60   (m)                       GP(       ) 4 1
 DH2814  NAD 83(1986)-  33 16 41.89413(N)    087 41 27.55402(W) AD(       ) 1
 DH2814  NGVD 29 (12/04/92)   69.3    (m)          227.     (f) GPS OBS        
 DH2814
 DH2814.Superseded values are not recommended for survey control.
 DH2814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2814.See file dsdata.txt to determine how the superseded data were derived.
 DH2814
 DH2814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3565482353(NAD 83)
 DH2814_MARKER: DD = SURVEY DISK
 DH2814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2814_SP_SET: CONCRETE POST
 DH2814_STAMPING: 63-3 1991
 DH2814_MARK LOGO: ALHD  
 DH2814_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2814+STABILITY: SURFACE MOTION
 DH2814_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2814+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2814
 DH2814  HISTORY     - Date     Condition        Report By
 DH2814  HISTORY     - 1991     MONUMENTED       ALHD
 DH2814
 DH2814                          STATION DESCRIPTION
 DH2814
 DH2814'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2814'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTH RIGHT OF WAY
 DH2814'OF TUSCALOOSA COUNTY ROAD NO. 21, ABOUT 6.12 KM (3.80 MI) EAST-
 DH2814'NORTHEAST OF BUHL AND ABOUT 11.59 KM (7.20 MI) WEST-NORTHWEST OF
 DH2814'NORTHPORT.
 DH2814'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 NORTH AND U. S. 82
 DH2814'(MILE POST 47.30 ON U. S. 82) IN NORTHPORT, DRIVE WEST ON U. S. 82
 DH2814'FOR 8.05 KM (5.00 MI) TO MILE POST 43.05 AND TUSCALOOSA COUNTY ROAD
 DH2814'NO. 21 ON THE RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 21 AND
 DH2814'DRIVE NORTHWEST 1.29 KM (0.80 MI) TO A PAVED CROSS ROAD, CONTINUE
 DH2814'NORTHWEST ON TUSCALOOSA COUNTY ROAD NO. 21 2.49 KM (1.55 MI) TO
 DH2814'TUSCALOOSA COUNTY ROAD NO. 49 ON THE RIGHT TO LAKE LURLEEN, CONTINUE
 DH2814'NORTHWEST ON TUSCALOOSA COUNTY ROAD NO. 21 1.37 KM (0.85 MI) TO THE
 DH2814'STATION ON THE RIGHT.
 DH2814'THE STATION IS 1.52 M (4.99 FT) NORTH-NORTHEAST OF A FIVE FOOT
 DH2814'BACKSLOPE, 8.44 M (27.69 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 DH2814'TUSCALOOSA COUNTY ROAD NO. 21, AND 10.39 M (34.09 FT) SOUTHEAST OF A
 DH2814'POWER POLE AND 1.8 FT (0.5 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS
 DH2814'POST.
 DH2814'STATION 63-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7546 ***********************************************************************
 AA7546  DESIGNATION -  63 30
 AA7546  PID         -  AA7546
 AA7546  STATE/COUNTY-  AL/TUSCALOOSA
 AA7546  USGS QUAD   -  WINDHAM SPRINGS (1974)
 AA7546
 AA7546                         *CURRENT SURVEY CONTROL
 AA7546  ___________________________________________________________________
 AA7546* NAD 83(1992)-  33 23 07.80528(N)    087 27 03.78728(W)     ADJUSTED  
 AA7546* NAVD 88     -       176.7    (meters)     580.     (feet)  VERTCON   
 AA7546  ___________________________________________________________________
 AA7546  X           -     237,093.356 (meters)                     COMP
 AA7546  Y           -  -5,325,917.098 (meters)                     COMP
 AA7546  Z           -   3,489,818.985 (meters)                     COMP
 AA7546  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AA7546  ELLIP HEIGHT-         148.04  (meters)          (07/29/02) GPS OBS
 AA7546  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 AA7546
 AA7546  HORZ ORDER  -  FIRST
 AA7546  ELLP ORDER  -  FOURTH    CLASS I
 AA7546
 AA7546.The horizontal coordinates were established by GPS observations
 AA7546.and adjusted by the National Geodetic Survey in August 1995..
 AA7546
 AA7546.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7546.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7546
 AA7546.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7546
 AA7546.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7546
 AA7546.The ellipsoidal height was determined by GPS observations
 AA7546.and is referenced to NAD 83.
 AA7546
 AA7546.The geoid height was determined by GEOID03.
 AA7546
 AA7546;                    North         East     Units Scale Factor Converg.
 AA7546;SPC AL W     -   375,365.845   604,554.046   MT  0.99993359   +0 01 37.0
 AA7546;UTM  16      - 3,694,115.863   458,048.618   MT  0.99962170   -0 14 53.5
 AA7546
 AA7546!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7546!SPC AL W     -   0.99997676  x   0.99993359  =   0.99991035
 AA7546!UTM  16      -   0.99997676  x   0.99962170  =   0.99959847
 AA7546
 AA7546:                Primary Azimuth Mark                     Grid Az
 AA7546:SPC AL W     -  63 29                                    206 12 06.9
 AA7546:UTM  16      -  63 29                                    206 28 37.4
 AA7546
 AA7546|---------------------------------------------------------------------|
 AA7546| PID    Reference Object                     Distance      Geod. Az  |
 AA7546|                                                           dddmmss.s |
 AA7546| AA7545 63 29                               400.187 METERS 2061343.9 |
 AA7546|---------------------------------------------------------------------|
 AA7546
 AA7546                          SUPERSEDED SURVEY CONTROL
 AA7546
 AA7546  ELLIP H (08/28/95)  148.09   (m)                       GP(       ) 4 1
 AA7546  NGVD 29 (08/28/95)  176.7    (m)          580.     (f) GPS OBS        
 AA7546
 AA7546.Superseded values are not recommended for survey control.
 AA7546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7546.See file dsdata.txt to determine how the superseded data were derived.
 AA7546
 AA7546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5804994116(NAD 83)
 AA7546_MARKER: DD = SURVEY DISK
 AA7546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7546_STAMPING: 63-30 1994
 AA7546_MARK LOGO: ALHD  
 AA7546_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7546+STABILITY: SURFACE MOTION
 AA7546_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7546+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7546
 AA7546  HISTORY     - Date     Condition        Report By
 AA7546  HISTORY     - 1994     MONUMENTED       ALHD
 AA7546
 AA7546                          STATION DESCRIPTION
 AA7546
 AA7546'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7546'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7546'OF A COUNTY GRAVEL ROAD, ABOUT 10.90 MI (17.54 KM) SOUTHEAST OF
 AA7546'SAMANTHA AND ABOUT 11.65 MI (18.75 KM) NORTHWEST OF BROOKWOOD. TO
 AA7546'REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 69 (MILE POST
 AA7546'149.30 ON ALA 69 AND MILE POST 48.35 ON U.S. 82) AT A TRAFFIC LIGHT IN
 AA7546'NORTHPORT, DRIVE NORTH AND NORTHEAST ON ALA 69 FOR 13.05 MI (21.00 KM)
 AA7546'TO MILE POST 162.35 AND YELLOW CREEK ROAD ON THE RIGHT, TURN RIGHT ON
 AA7546'YELLOW CREEK ROAD AND DRIVE SOUTHEAST FOR 3.30 MI (5.31 KM) TO A
 AA7546'GRAVEL ROAD ON THE LEFT TO HOLY BIBLE CHURCH OF GOD, TURN LEFT ON THE
 AA7546'GRAVEL ROAD AND DRIVE NORTHEAST FOR 2.85 MI (4.59 KM) TO THE STATION
 AA7546'ON THE RIGHT UNDER A HIGH VOLTAGE POWER LINE. THE STATION IS 27.0 FT
 AA7546'(8.2 M) WEST-NORTHWEST OF A POWER POLE, 27.5 FT (8.4 M) SOUTH OF THE
 AA7546'CENTER OF THE COUNTY GRAVEL ROAD, 106.2 FT (32.4 M) SOUTH OF THE WEST
 AA7546'POLE OF BENT NO. 136 OF THE WEST HIGH VOLTAGE POWER LINE, 117.0 FT
 AA7546'(35.7 M) SOUTHWEST OF THE EAST POLE OF BENT NO. 134 OF THE EAST HIGH
 AA7546'VOLTAGE POWER LINE, 2.1 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST,
 AA7546'AND SET FLUSH WITH THE GROUND. STATION 63-29 1994 MAY BE USED AS AN
 AA7546'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7547 ***********************************************************************
 AA7547  DESIGNATION -  63 31
 AA7547  PID         -  AA7547
 AA7547  STATE/COUNTY-  AL/TUSCALOOSA
 AA7547  USGS QUAD   -  LAKE TUSCALOOSA SOUTH (1982)
 AA7547
 AA7547                         *CURRENT SURVEY CONTROL
 AA7547  ___________________________________________________________________
 AA7547* NAD 83(1992)-  33 17 44.11060(N)    087 34 07.06706(W)     ADJUSTED  
 AA7547* NAVD 88     -        71.8    (meters)     236.     (feet)  VERTCON   
 AA7547  ___________________________________________________________________
 AA7547  X           -     226,392.254 (meters)                     COMP
 AA7547  Y           -  -5,331,780.959 (meters)                     COMP
 AA7547  Z           -   3,481,429.887 (meters)                     COMP
 AA7547  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 AA7547  ELLIP HEIGHT-          43.01  (meters)          (07/29/02) GPS OBS
 AA7547  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA7547
 AA7547  HORZ ORDER  -  FIRST
 AA7547  ELLP ORDER  -  FOURTH    CLASS I
 AA7547
 AA7547.The horizontal coordinates were established by GPS observations
 AA7547.and adjusted by the National Geodetic Survey in August 1995..
 AA7547
 AA7547.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7547.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7547
 AA7547.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7547
 AA7547.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7547
 AA7547.The ellipsoidal height was determined by GPS observations
 AA7547.and is referenced to NAD 83.
 AA7547
 AA7547.The geoid height was determined by GEOID03.
 AA7547
 AA7547;                    North         East     Units Scale Factor Converg.
 AA7547;SPC AL W     -   365,395.000   593,608.227   MT  0.99993384   -0 02 15.6
 AA7547;UTM  16      - 3,684,200.664   447,058.461   MT  0.99963456   -0 18 43.8
 AA7547
 AA7547!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7547!SPC AL W     -   0.99999325  x   0.99993384  =   0.99992709
 AA7547!UTM  16      -   0.99999325  x   0.99963456  =   0.99962781
 AA7547
 AA7547:                Primary Azimuth Mark                     Grid Az
 AA7547:SPC AL W     -  63 32                                    005 39 17.2
 AA7547:UTM  16      -  63 32                                    005 55 45.4
 AA7547
 AA7547|---------------------------------------------------------------------|
 AA7547| PID    Reference Object                     Distance      Geod. Az  |
 AA7547|                                                           dddmmss.s |
 AA7547| AA7548 63 32                               424.332 METERS 0053701.6 |
 AA7547|---------------------------------------------------------------------|
 AA7547
 AA7547                          SUPERSEDED SURVEY CONTROL
 AA7547
 AA7547  ELLIP H (08/28/95)   43.06   (m)                       GP(       ) 4 1
 AA7547  NGVD 29 (08/28/95)   71.7    (m)          235.     (f) GPS OBS        
 AA7547
 AA7547.Superseded values are not recommended for survey control.
 AA7547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7547.See file dsdata.txt to determine how the superseded data were derived.
 AA7547
 AA7547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4705884201(NAD 83)
 AA7547_MARKER: DD = SURVEY DISK
 AA7547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7547_STAMPING: 63-31 1994
 AA7547_MARK LOGO: ALHD  
 AA7547_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7547+STABILITY: SURFACE MOTION
 AA7547_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7547+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA7547
 AA7547  HISTORY     - Date     Condition        Report By
 AA7547  HISTORY     - 1994     MONUMENTED       ALHD
 AA7547  HISTORY     - 20040901 GOOD             JCLS
 AA7547
 AA7547                          STATION DESCRIPTION
 AA7547
 AA7547'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7547'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7547'OF ALA 69, ABOUT 3.90 MI (6.28 KM) NORTH OF NORTHPORT AND ABOUT 7.55
 AA7547'MI (12.15 KM) NORTHEAST OF COKER. TO REACH THE STATION FROM THE
 AA7547'JUNCTION OF U.S. 82 AND ALA 69 (MILE POST 149.30 ON ALA 69 AND MILE
 AA7547'POST 48.35 ON U.S. 82) AT A TRAFFIC LIGHT IN NORTHPORT, DRIVE NORTH ON
 AA7547'ALA 69 FOR 4.20 MI (6.76 KM) TO MILE POST 153.50 AND THE STATION ON
 AA7547'THE LEFT. THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A HOG WIRE
 AA7547'FENCE WITH ONE STRAND OF BARBED WIRE ON RUSTY STEEL POSTS, 19.8 FT
 AA7547'(6.0 M) NORTH-NORTHEAST OF THE NORTH ONE OF THREE CONNECTED WOOD POSTS
 AA7547'IN THE FENCE LINE, 36.6 FT (11.2 M) NORTH OF A GREEN GAS LINE VENT
 AA7547'PIPE, 65.5 FT (20.0 M) WEST-NORTHWEST OF THE WEST EDGE OF PAVEMENT OF
 AA7547'ALA 69, 127.4 FT (38.8 M) NORTH-NORTHWEST OF THE NORTH END OF THE
 AA7547'NORTHWEST METAL GUARDRAIL, 213.8 FT (65.2 M) NORTH-NORTHWEST OF THE
 AA7547'NORTHWEST CORNER OF A CONCRETE BRIDGE, 3.1 FT (0.9 M) EAST OF A
 AA7547'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-32
 AA7547'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7547
 AA7547                          STATION RECOVERY (2004)
 AA7547
 AA7547'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA7547'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7548 ***********************************************************************
 AA7548  DESIGNATION -  63 32
 AA7548  PID         -  AA7548
 AA7548  STATE/COUNTY-  AL/TUSCALOOSA
 AA7548  USGS QUAD   -  LAKE TUSCALOOSA SOUTH (1982)
 AA7548
 AA7548                         *CURRENT SURVEY CONTROL
 AA7548  ___________________________________________________________________
 AA7548* NAD 83(1992)-  33 17 57.81778(N)    087 34 05.46166(W)     ADJUSTED  
 AA7548* NAVD 88     -        83.5    (meters)     274.     (feet)  VERTCON   
 AA7548  ___________________________________________________________________
 AA7548  X           -     226,424.332 (meters)                     COMP
 AA7548  Y           -  -5,331,557.357 (meters)                     COMP
 AA7548  Z           -   3,481,789.291 (meters)                     COMP
 AA7548  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 AA7548  ELLIP HEIGHT-          54.73  (meters)          (07/29/02) GPS OBS
 AA7548  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AA7548
 AA7548  HORZ ORDER  -  FIRST
 AA7548  ELLP ORDER  -  FOURTH    CLASS I
 AA7548
 AA7548.The horizontal coordinates were established by GPS observations
 AA7548.and adjusted by the National Geodetic Survey in August 1995..
 AA7548
 AA7548.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7548
 AA7548.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7548
 AA7548.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7548
 AA7548.The ellipsoidal height was determined by GPS observations
 AA7548.and is referenced to NAD 83.
 AA7548
 AA7548.The geoid height was determined by GEOID03.
 AA7548
 AA7548;                    North         East     Units Scale Factor Converg.
 AA7548;SPC AL W     -   365,817.239   593,650.036   MT  0.99993383   -0 02 14.8
 AA7548;UTM  16      - 3,684,622.571   447,102.279   MT  0.99963450   -0 18 43.0
 AA7548
 AA7548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7548!SPC AL W     -   0.99999141  x   0.99993383  =   0.99992524
 AA7548!UTM  16      -   0.99999141  x   0.99963450  =   0.99962591
 AA7548
 AA7548:                Primary Azimuth Mark                     Grid Az
 AA7548:SPC AL W     -  63 31                                    185 39 17.3
 AA7548:UTM  16      -  63 31                                    185 55 45.5
 AA7548
 AA7548|---------------------------------------------------------------------|
 AA7548| PID    Reference Object                     Distance      Geod. Az  |
 AA7548|                                                           dddmmss.s |
 AA7548| AA7547 63 31                               424.332 METERS 1853702.5 |
 AA7548|---------------------------------------------------------------------|
 AA7548
 AA7548                          SUPERSEDED SURVEY CONTROL
 AA7548
 AA7548  ELLIP H (08/28/95)   54.79   (m)                       GP(       ) 4 1
 AA7548  NGVD 29 (08/28/95)   83.5    (m)          274.     (f) GPS OBS        
 AA7548
 AA7548.Superseded values are not recommended for survey control.
 AA7548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7548.See file dsdata.txt to determine how the superseded data were derived.
 AA7548
 AA7548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4710284623(NAD 83)
 AA7548_MARKER: DD = SURVEY DISK
 AA7548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7548_STAMPING: 63-32 1994
 AA7548_MARK LOGO: ALHD  
 AA7548_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7548_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7548+STABILITY: SURFACE MOTION
 AA7548_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7548+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7548
 AA7548  HISTORY     - Date     Condition        Report By
 AA7548  HISTORY     - 1994     MONUMENTED       ALHD
 AA7548
 AA7548                          STATION DESCRIPTION
 AA7548
 AA7548'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7548'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE EAST RIGHT OF WAY
 AA7548'OF ALA 69, ABOUT 4.15 MI (6.68 KM) NORTH OF NORTHPORT AND ABOUT 7.75
 AA7548'MI (12.47 KM) NORTHEAST OF COKER. TO REACH THE STATION FROM THE
 AA7548'JUNCTION OF U.S. 82 AND ALA 69 (MILE POST 149.30 ON ALA 69 AND MILE
 AA7548'POST 48.35 ON U.S. 82) AT A TRAFFIC LIGHT IN NORTHPORT, DRIVE NORTH ON
 AA7548'ALA 69 FOR 4.45 MI (7.16 KM) TO MILE POST 153.75 AND THE STATION ON
 AA7548'THE RIGHT. THE STATION IS 32.6 FT (9.9 M) EAST-NORTHEAST OF THE
 AA7548'CENTERLINE OF ALA 69, 51.2 FT (15.6 M) NORTH-NORTHWEST OF A PLASTIC
 AA7548'WATER METER BOX, 93.0 FT (28.3 M) SOUTH-SOUTHEAST OF THE CENTER OF A
 AA7548'GRAVEL FIELD ROAD, 128.6 FT (39.2 M) NORTH-NORTHWEST OF A JUNCTION
 AA7548'POWER POLE, 146.0 FT (44.5 M) SOUTH OF JUNCTION POWER POLE NO. XE 3277
 AA7548'100, 168.0 FT (51.2 M) SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL
 AA7548'DRIVEWAY, 2.3 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET
 AA7548'FLUSH WITH THE GROUND. STATION 63-31 1994 MAY BE USED AS AN AZIMUTH
 AA7548'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7549 ***********************************************************************
 AA7549  DESIGNATION -  63 33
 AA7549  PID         -  AA7549
 AA7549  STATE/COUNTY-  AL/TUSCALOOSA
 AA7549  USGS QUAD   -  ELROD (1967)
 AA7549
 AA7549                         *CURRENT SURVEY CONTROL
 AA7549  ___________________________________________________________________
 AA7549* NAD 83(1992)-  33 19 14.53478(N)    087 48 10.92241(W)     ADJUSTED  
 AA7549* NAVD 88     -       128.2    (meters)     421.     (feet)  VERTCON   
 AA7549  ___________________________________________________________________
 AA7549  X           -     204,520.599 (meters)                     COMP
 AA7549  Y           -  -5,331,181.077 (meters)                     COMP
 AA7549  Z           -   3,483,789.167 (meters)                     COMP
 AA7549  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 AA7549  ELLIP HEIGHT-          99.58  (meters)          (07/29/02) GPS OBS
 AA7549  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 AA7549
 AA7549  HORZ ORDER  -  FIRST
 AA7549  ELLP ORDER  -  FOURTH    CLASS I
 AA7549
 AA7549.The horizontal coordinates were established by GPS observations
 AA7549.and adjusted by the National Geodetic Survey in August 1995..
 AA7549
 AA7549.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7549
 AA7549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7549
 AA7549.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7549
 AA7549.The ellipsoidal height was determined by GPS observations
 AA7549.and is referenced to NAD 83.
 AA7549
 AA7549.The geoid height was determined by GEOID03.
 AA7549
 AA7549;                    North         East     Units Scale Factor Converg.
 AA7549;SPC AL W     -   368,219.517   571,785.225   MT  0.99994314   -0 09 59.3
 AA7549;UTM  16      - 3,687,128.892   425,255.500   MT  0.99966888   -0 26 28.1
 AA7549
 AA7549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7549!SPC AL W     -   0.99998437  x   0.99994314  =   0.99992751
 AA7549!UTM  16      -   0.99998437  x   0.99966888  =   0.99965325
 AA7549
 AA7549                          SUPERSEDED SURVEY CONTROL
 AA7549
 AA7549  ELLIP H (08/28/95)   99.65   (m)                       GP(       ) 4 1
 AA7549  NGVD 29 (08/28/95)  128.2    (m)          421.     (f) GPS OBS        
 AA7549
 AA7549.Superseded values are not recommended for survey control.
 AA7549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7549.See file dsdata.txt to determine how the superseded data were derived.
 AA7549
 AA7549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2525687129(NAD 83)
 AA7549_MARKER: DD = SURVEY DISK
 AA7549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7549_STAMPING: 63-33 1994
 AA7549_MARK LOGO: ALHD  
 AA7549_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7549+STABILITY: SURFACE MOTION
 AA7549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7549+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7549
 AA7549  HISTORY     - Date     Condition        Report By
 AA7549  HISTORY     - 1994     MONUMENTED       ALHD
 AA7549
 AA7549                          STATION DESCRIPTION
 AA7549
 AA7549'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7549'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE EAST RIGHT OF WAY
 AA7549'OF TUSCALOOSA COUNTY ROAD NO. 15, ABOUT 3.00 MI (4.83 KM)
 AA7549'NORTH-NORTHEAST OF HOLMAN AND ABOUT 5.20 MI (8.37 KM) NORTHWEST OF
 AA7549'BUHL. TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82
 AA7549'(MILE POST 47.35 ON U.S. 82 AND MILE POST 204.10 ON U.S. 43) AT A
 AA7549'TRAFFIC LIGHT IN NORTHPORT, DRIVE WEST ON U.S. 82 FOR 13.60 MI (21.89
 AA7549'KM) TO MILE POST 33.75 AND TUSCALOOSA COUNTY ROAD NO. 15 ON THE RIGHT,
 AA7549'TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 15 AND DRIVE NORTH FOR 2.85
 AA7549'MI (4.59 KM) TO THE STATION ON THE RIGHT. THE STATION IS 6.9 FT (2.1
 AA7549'M) NORTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON WOOD AND STEEL
 AA7549'POSTS, 7.9 FT (2.4 M) NORTH OF A CROSS TIE FENCE CORNER POST, 30.8 FT
 AA7549'(9.4 M) EAST-SOUTHEAST OF THE CENTER OF TUSCALOOSA COUNTY ROAD NO. 15,
 AA7549'7.1 FT (2.2 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7549'WITH THE GROUND. STATION 63-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7549'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7550 ***********************************************************************
 AA7550  DESIGNATION -  63 34
 AA7550  PID         -  AA7550
 AA7550  STATE/COUNTY-  AL/TUSCALOOSA
 AA7550  USGS QUAD   -  ELROD (1967)
 AA7550
 AA7550                         *CURRENT SURVEY CONTROL
 AA7550  ___________________________________________________________________
 AA7550* NAD 83(1992)-  33 19 37.14751(N)    087 47 58.99082(W)     ADJUSTED  
 AA7550* NAVD 88     -       130.4    (meters)     428.     (feet)  VERTCON   
 AA7550  ___________________________________________________________________
 AA7550  X           -     204,814.362 (meters)                     COMP
 AA7550  Y           -  -5,330,788.617 (meters)                     COMP
 AA7550  Z           -   3,484,372.496 (meters)                     COMP
 AA7550  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 AA7550  ELLIP HEIGHT-         101.77  (meters)          (07/29/02) GPS OBS
 AA7550  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 AA7550
 AA7550  HORZ ORDER  -  FIRST
 AA7550  ELLP ORDER  -  FOURTH    CLASS I
 AA7550
 AA7550.The horizontal coordinates were established by GPS observations
 AA7550.and adjusted by the National Geodetic Survey in August 1995..
 AA7550
 AA7550.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7550
 AA7550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7550
 AA7550.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7550
 AA7550.The ellipsoidal height was determined by GPS observations
 AA7550.and is referenced to NAD 83.
 AA7550
 AA7550.The geoid height was determined by GEOID03.
 AA7550
 AA7550;                    North         East     Units Scale Factor Converg.
 AA7550;SPC AL W     -   368,915.244   572,095.817   MT  0.99994293   -0 09 52.8
 AA7550;UTM  16      - 3,687,822.932   425,569.339   MT  0.99966830   -0 26 21.8
 AA7550
 AA7550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7550!SPC AL W     -   0.99998402  x   0.99994293  =   0.99992695
 AA7550!UTM  16      -   0.99998402  x   0.99966830  =   0.99965233
 AA7550
 AA7550                          SUPERSEDED SURVEY CONTROL
 AA7550
 AA7550  ELLIP H (08/28/95)  101.83   (m)                       GP(       ) 4 1
 AA7550  NGVD 29 (08/28/95)  130.4    (m)          428.     (f) GPS OBS        
 AA7550
 AA7550.Superseded values are not recommended for survey control.
 AA7550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7550.See file dsdata.txt to determine how the superseded data were derived.
 AA7550
 AA7550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2556987823(NAD 83)
 AA7550_MARKER: DD = SURVEY DISK
 AA7550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7550_STAMPING: 63-34 1994
 AA7550_MARK LOGO: ALHD  
 AA7550_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7550+STABILITY: SURFACE MOTION
 AA7550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7550+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7550
 AA7550  HISTORY     - Date     Condition        Report By
 AA7550  HISTORY     - 1994     MONUMENTED       ALHD
 AA7550
 AA7550                          STATION DESCRIPTION
 AA7550
 AA7550'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7550'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7550'OF TUSCALOOSA COUNTY ROAD NO. 15, ABOUT 3.55 MI (5.71 KM)
 AA7550'NORTH-NORTHEAST OF HOLMAN AND ABOUT 5.55 MI (8.93 KM) NORTHWEST OF
 AA7550'BUHL. TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82
 AA7550'(MILE POST 47.35 ON U.S. 82 AND MILE POST 204.10 ON U.S. 43) AT A
 AA7550'TRAFFIC LIGHT IN NORTHPORT, DRIVE WEST ON U.S. 82 FOR 13.60 MI (21.89
 AA7550'KM) TO MILE POST 33.75 AND TUSCALOOSA COUNTY ROAD NO. 15 ON THE RIGHT,
 AA7550'TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 15 AND DRIVE NORTH FOR 3.35
 AA7550'MI (5.39 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M)
 AA7550'EAST-SOUTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN
 AA7550'STEEL POSTS, 13.0 FT (4.0 M) SOUTHWEST OF A STOP SIGN, 33.8 FT (10.3
 AA7550'M) SOUTH OF A WOOD POST AT AN ANGLE IN THE FENCE LINE, 40.5 FT (12.3
 AA7550'M) WEST-NORTHWEST OF THE CENTER OF TUSCALOOSA COUNTY ROAD NO. 15, 84.9
 AA7550'FT (25.9 M) NORTHWEST OF A POWER POLE ACROSS THE ROAD, 87.8 FT (26.8
 AA7550'M) SOUTH OF A POWER POLE, 89.2 FT (27.2 M) SOUTH OF TELEPHONE CABLE
 AA7550'PEDESTAL NO. P 60, 95.2 FT (29.0 M) NORTHWEST OF THE NORTH POST OF A
 AA7550'METAL GATE ACROSS THE ROAD, 105.0 FT (32.0 M) NORTH-NORTHWEST OF A
 AA7550'FIRE HYDRANT ACROSS THE ROAD, 3.5 FT (1.1 M) EAST-SOUTHEAST OF A
 AA7550'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-33
 AA7550'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7551 ***********************************************************************
 AA7551  DESIGNATION -  63 35
 AA7551  PID         -  AA7551
 AA7551  STATE/COUNTY-  AL/TUSCALOOSA
 AA7551  USGS QUAD   -  ROMULUS (1981)
 AA7551
 AA7551                         *CURRENT SURVEY CONTROL
 AA7551  ___________________________________________________________________
 AA7551* NAD 83(1992)-  33 12 41.18435(N)    087 45 49.12318(W)     ADJUSTED  
 AA7551* NAVD 88     -        77.1    (meters)     253.     (feet)  VERTCON   
 AA7551  ___________________________________________________________________
 AA7551  X           -     208,443.250 (meters)                     COMP
 AA7551  Y           -  -5,337,638.565 (meters)                     COMP
 AA7551  Z           -   3,473,628.290 (meters)                     COMP
 AA7551  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AA7551  ELLIP HEIGHT-          48.19  (meters)          (07/29/02) GPS OBS
 AA7551  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AA7551
 AA7551  HORZ ORDER  -  FIRST
 AA7551  ELLP ORDER  -  FOURTH    CLASS I
 AA7551
 AA7551.The horizontal coordinates were established by GPS observations
 AA7551.and adjusted by the National Geodetic Survey in August 1995..
 AA7551
 AA7551.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7551.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7551
 AA7551.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7551
 AA7551.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7551
 AA7551.The ellipsoidal height was determined by GPS observations
 AA7551.and is referenced to NAD 83.
 AA7551
 AA7551.The geoid height was determined by GEOID03.
 AA7551
 AA7551;                    North         East     Units Scale Factor Converg.
 AA7551;SPC AL W     -   356,091.926   575,422.036   MT  0.99994078   -0 08 39.9
 AA7551;UTM  16      - 3,674,987.387   428,833.225   MT  0.99966244   -0 25 05.8
 AA7551
 AA7551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7551!SPC AL W     -   0.99999243  x   0.99994078  =   0.99993321
 AA7551!UTM  16      -   0.99999243  x   0.99966244  =   0.99965488
 AA7551
 AA7551                          SUPERSEDED SURVEY CONTROL
 AA7551
 AA7551  ELLIP H (08/28/95)   48.26   (m)                       GP(       ) 4 1
 AA7551  NGVD 29 (08/28/95)   77.0    (m)          253.     (f) GPS OBS        
 AA7551
 AA7551.Superseded values are not recommended for survey control.
 AA7551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7551.See file dsdata.txt to determine how the superseded data were derived.
 AA7551
 AA7551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2883374987(NAD 83)
 AA7551_MARKER: DD = SURVEY DISK
 AA7551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7551_STAMPING: 63-35 1994
 AA7551_MARK LOGO: ALHD  
 AA7551_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7551_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7551+STABILITY: SURFACE MOTION
 AA7551_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7551+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7551
 AA7551  HISTORY     - Date     Condition        Report By
 AA7551  HISTORY     - 1994     MONUMENTED       ALHD
 AA7551
 AA7551                          STATION DESCRIPTION
 AA7551
 AA7551'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7551'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE EAST RIGHT OF WAY
 AA7551'OF TUSCALOOSA COUNTY ROAD NO. 19, ABOUT 5.90 MI (9.49 KM) SOUTHEAST OF
 AA7551'HOLMAN AND ABOUT 10.90 MI (17.54 KM) WEST-SOUTHWEST OF NORTHPORT. TO
 AA7551'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82 (MILE POST
 AA7551'47.35 ON U.S. 82 AND MILE POST 204.10 ON U.S. 43) AT A TRAFFIC LIGHT
 AA7551'IN NORTHPORT, DRIVE WEST ON U.S. 82 FOR 9.35 MI (15.05 KM) TO MILE
 AA7551'POST 38.00 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED
 AA7551'COUNTY ROAD AND DRIVE SOUTHWEST AND SOUTH FOR 1.25 MI (2.01 KM) TO A
 AA7551'PAVED CROSS ROAD WITH OLD U.S. 82 LEFT AND RIGHT, TURN RIGHT ON OLD
 AA7551'U.S. 82 AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO TUSCALOOSA COUNTY ROAD
 AA7551'NO. 19 ON THE LEFT, TURN LEFT ON TUSCALOOSA COUNTY ROAD NO. 19 AND
 AA7551'DRIVE SOUTH, SOUTHWEST, AND SOUTH FOR 3.50 MI (5.63 KM) TO THE STATION
 AA7551'ON THE LEFT. THE STATION IS 31.0 FT (9.4 M) EAST OF THE CENTERLINE OF
 AA7551'TUSCALOOSA COUNTY ROAD NO. 19, 67.8 FT (20.7 M) EAST-NORTHEAST OF THE
 AA7551'JUNCTION OF A FOUR FOOT CHAIN LINK FENCE AND A FOUR STRAND BARBED WIRE
 AA7551'FENCE ACROSS THE ROAD, 118.5 FT (36.1 M) NORTH OF A JUNCTION POWER
 AA7551'POLE, 119.0 FT (36.3 M) NORTH OF A CABLE POLE, 132.1 FT (40.3 M)
 AA7551'NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 35 ACROSS THE ROAD,
 AA7551'132.2 FT (40.3 M) NORTH-NORTHEAST OF TELEPHONE SERVICE POLE NO. 35
 AA7551'ACROSS THE ROAD, 2.4 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND
 AA7551'SET FLUSH WITH THE GROUND. STATION 63-36 1994 MAY BE USED AS AN
 AA7551'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7552 ***********************************************************************
 AA7552  DESIGNATION -  63 36
 AA7552  PID         -  AA7552
 AA7552  STATE/COUNTY-  AL/TUSCALOOSA
 AA7552  USGS QUAD   -  ROMULUS (1981)
 AA7552
 AA7552                         *CURRENT SURVEY CONTROL
 AA7552  ___________________________________________________________________
 AA7552* NAD 83(1992)-  33 13 23.58482(N)    087 45 50.70950(W)     ADJUSTED  
 AA7552* NAVD 88     -        71.6    (meters)     235.     (feet)  VERTCON   
 AA7552  ___________________________________________________________________
 AA7552  X           -     208,374.105 (meters)                     COMP
 AA7552  Y           -  -5,336,920.599 (meters)                     COMP
 AA7552  Z           -   3,474,718.162 (meters)                     COMP
 AA7552  LAPLACE CORR-           0.15  (seconds)                    DEFLEC99
 AA7552  ELLIP HEIGHT-          42.79  (meters)          (07/29/02) GPS OBS
 AA7552  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AA7552
 AA7552  HORZ ORDER  -  FIRST
 AA7552  ELLP ORDER  -  FOURTH    CLASS I
 AA7552
 AA7552.The horizontal coordinates were established by GPS observations
 AA7552.and adjusted by the National Geodetic Survey in August 1995..
 AA7552
 AA7552.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7552.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7552
 AA7552.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7552
 AA7552.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7552
 AA7552.The ellipsoidal height was determined by GPS observations
 AA7552.and is referenced to NAD 83.
 AA7552
 AA7552.The geoid height was determined by GEOID03.
 AA7552
 AA7552;                    North         East     Units Scale Factor Converg.
 AA7552;SPC AL W     -   357,398.217   575,384.256   MT  0.99994080   -0 08 40.9
 AA7552;UTM  16      - 3,676,293.479   428,801.699   MT  0.99966250   -0 25 07.2
 AA7552
 AA7552!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7552!SPC AL W     -   0.99999328  x   0.99994080  =   0.99993408
 AA7552!UTM  16      -   0.99999328  x   0.99966250  =   0.99965578
 AA7552
 AA7552                          SUPERSEDED SURVEY CONTROL
 AA7552
 AA7552  ELLIP H (08/28/95)   42.85   (m)                       GP(       ) 4 1
 AA7552  NGVD 29 (08/28/95)   71.6    (m)          235.     (f) GPS OBS        
 AA7552
 AA7552.Superseded values are not recommended for survey control.
 AA7552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7552.See file dsdata.txt to determine how the superseded data were derived.
 AA7552
 AA7552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2880276293(NAD 83)
 AA7552_MARKER: DD = SURVEY DISK
 AA7552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7552_STAMPING: 63-36 1994
 AA7552_MARK LOGO: ALHD  
 AA7552_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7552+STABILITY: SURFACE MOTION
 AA7552_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7552+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7552
 AA7552  HISTORY     - Date     Condition        Report By
 AA7552  HISTORY     - 1994     MONUMENTED       ALHD
 AA7552
 AA7552                          STATION DESCRIPTION
 AA7552
 AA7552'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7552'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7552'OF TUSCALOOSA COUNTY ROAD NO. 19, ABOUT 5.15 MI (8.29 KM) SOUTHEAST OF
 AA7552'HOLMAN AND ABOUT 10.85 MI (17.46 KM) WEST-SOUTHWEST OF NORTHPORT. TO
 AA7552'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82 (MILE POST
 AA7552'47.35 ON U.S. 82 AND MILE POST 204.10 ON U.S. 43) AT A TRAFFIC LIGHT
 AA7552'IN NORTHPORT, DRIVE WEST ON U.S. 82 FOR 9.35 MI (15.05 KM) TO MILE
 AA7552'POST 38.00 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED
 AA7552'COUNTY ROAD AND DRIVE SOUTHWEST AND SOUTH FOR 1.25 MI (2.01 KM) TO A
 AA7552'PAVED CROSS ROAD WITH OLD U.S. 82 LEFT AND RIGHT, TURN RIGHT ON OLD
 AA7552'U.S. 82 AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO TUSCALOOSA COUNTY ROAD
 AA7552'NO. 19 ON THE LEFT, TURN LEFT ON TUSCALOOSA COUNTY ROAD NO. 19 AND
 AA7552'DRIVE SOUTH, SOUTHWEST, AND SOUTH FOR 2.70 MI (4.35 KM) TO THE STATION
 AA7552'ON THE RIGHT. THE STATION IS 31.1 FT (9.5 M) WEST OF THE CENTERLINE OF
 AA7552'TUSCALOOSA COUNTY ROAD NO. 19, 160.5 FT (48.9 M) NORTH OF A JUNCTION
 AA7552'POWER AND CABLE POLE, 160.5 FT (48.9 M) NORTH OF TELEPHONE CABLE
 AA7552'PEDESTAL NO. P 24, 211.2 FT (64.4 M) SOUTH OF A JUNCTION POWER AND
 AA7552'CABLE POLE, 217.0 FT (66.1 M) SOUTH OF A FIFTEEN-INCH EAST END POST OF
 AA7552'A BARBED WIRE FENCE, 2.1 FT (0.6 M) WEST OF A CARSONITE WITNESS POST,
 AA7552'AND SET 0.25 FT (7.62 CM) UNDERGROUND. STATION 63-35 1994 MAY BE USED
 AA7552'AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7553 ***********************************************************************
 AA7553  DESIGNATION -  63 37
 AA7553  PID         -  AA7553
 AA7553  STATE/COUNTY-  AL/TUSCALOOSA
 AA7553  USGS QUAD   -  COKER (1978)
 AA7553
 AA7553                         *CURRENT SURVEY CONTROL
 AA7553  ___________________________________________________________________
 AA7553* NAD 83(1992)-  33 12 49.95457(N)    087 38 44.69684(W)     ADJUSTED  
 AA7553* NAVD 88     -        42.4    (meters)     139.     (feet)  VERTCON   
 AA7553  ___________________________________________________________________
 AA7553  X           -     219,418.666 (meters)                     COMP
 AA7553  Y           -  -5,337,021.510 (meters)                     COMP
 AA7553  Z           -   3,473,835.360 (meters)                     COMP
 AA7553  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 AA7553  ELLIP HEIGHT-          13.53  (meters)          (07/29/02) GPS OBS
 AA7553  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 AA7553
 AA7553  HORZ ORDER  -  FIRST
 AA7553  ELLP ORDER  -  FOURTH    CLASS I
 AA7553
 AA7553.The horizontal coordinates were established by GPS observations
 AA7553.and adjusted by the National Geodetic Survey in August 1995..
 AA7553
 AA7553.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7553.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7553
 AA7553.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7553
 AA7553.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7553
 AA7553.The ellipsoidal height was determined by GPS observations
 AA7553.and is referenced to NAD 83.
 AA7553
 AA7553.The geoid height was determined by GEOID03.
 AA7553
 AA7553;                    North         East     Units Scale Factor Converg.
 AA7553;SPC AL W     -   356,340.593   586,413.134   MT  0.99993561   -0 04 47.4
 AA7553;UTM  16      - 3,675,183.455   439,822.256   MT  0.99964465   -0 21 13.4
 AA7553
 AA7553!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7553!SPC AL W     -   0.99999788  x   0.99993561  =   0.99993349
 AA7553!UTM  16      -   0.99999788  x   0.99964465  =   0.99964253
 AA7553
 AA7553                          SUPERSEDED SURVEY CONTROL
 AA7553
 AA7553  ELLIP H (08/28/95)   13.59   (m)                       GP(       ) 4 1
 AA7553  NGVD 29 (08/28/95)   42.4    (m)          139.     (f) GPS OBS        
 AA7553
 AA7553.Superseded values are not recommended for survey control.
 AA7553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7553.See file dsdata.txt to determine how the superseded data were derived.
 AA7553
 AA7553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3982275183(NAD 83)
 AA7553_MARKER: DD = SURVEY DISK
 AA7553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7553_STAMPING: 63-37 1994
 AA7553_MARK LOGO: ALHD  
 AA7553_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7553+STABILITY: SURFACE MOTION
 AA7553_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7553+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7553
 AA7553  HISTORY     - Date     Condition        Report By
 AA7553  HISTORY     - 1994     MONUMENTED       ALHD
 AA7553
 AA7553                          STATION DESCRIPTION
 AA7553
 AA7553'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7553'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTH RIGHT OF WAY
 AA7553'OF A COUNTY GRAVEL ROAD, ABOUT 4.35 MI (7.00 KM) WEST OF TUSCALOOSA
 AA7553'AND ABOUT 8.25 MI (13.28 KM) WEST-SOUTHWEST OF NORTHPORT. TO REACH THE
 AA7553'STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82 (MILE POST 47.35 ON
 AA7553'U.S. 82 AND MILE POST 204.10 ON U.S. 43) AT A TRAFFIC LIGHT IN
 AA7553'NORTHPORT, DRIVE WEST ON U.S. 82 FOR 1.60 MI (2.57 KM) TO MILE POST
 AA7553'45.75 AND A PAVED STREET ON THE LEFT, TURN LEFT ON THE PAVED STREET
 AA7553'AND DRIVE SOUTH FOR 1.45 MI (2.33 KM) TO A T-INTERSECTION WITH A PAVED
 AA7553'STREET LEFT AND RIGHT, TURN RIGHT ON THE PAVED STREET AND DRIVE WEST
 AA7553'FOR 0.40 MI (0.64 KM) TO THE END OF PAVEMENT, CONTINUE WEST ON A
 AA7553'GRAVEL ROAD FOR 1.10 MI (1.77 KM) TO THE STATION ON THE RIGHT. THE
 AA7553'STATION IS 21.0 FT (6.4 M) NORTH OF THE GRAVEL ROAD, 89.0 FT (27.1 M)
 AA7553'WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 128.5 FT (39.2 M) SOUTH OF
 AA7553'GAS WELL - TORCH OPERATING COMPANY ADMH 24 - 4 - 386, 129.7 FT (39.5
 AA7553'M) WEST OF A YELLOW GAS LINE VENT PIPE, 136.0 FT (41.5 M) SOUTHWEST OF
 AA7553'THE SOUTH END OF A LINE OF VALVES, 137.5 FT (41.9 M) WEST-NORTHWEST OF
 AA7553'A YELLOW GAS LINE VENT PIPE, 148.0 FT (45.1 M) SOUTHEAST OF A
 AA7553'TRANSFORMER POWER POLE, 154.8 FT (47.2 M) SOUTHWEST OF A VERTICAL TANK
 AA7553'AND VALVE TREE, 159.6 FT (48.6 M) WEST-NORTHWEST OF A POWER POLE
 AA7553'ACROSS THE ROAD, 181.3 FT (55.3 M) SOUTH-SOUTHEAST OF A POWER SERVICE
 AA7553'POLE, 187.3 FT (57.1 M) EAST OF BURIED CABLE WARNING SIGN ACROSS THE
 AA7553'ROAD, 191.7 FT (58.4 M) EAST OF A JUNCTION POWER POLE ACROSS THE ROAD,
 AA7553'2.2 FT (0.7 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7553'THE GROUND. STATION 63-38 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7553'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7554 ***********************************************************************
 AA7554  DESIGNATION -  63 38
 AA7554  PID         -  AA7554
 AA7554  STATE/COUNTY-  AL/TUSCALOOSA
 AA7554  USGS QUAD   -  COKER (1978)
 AA7554
 AA7554                         *CURRENT SURVEY CONTROL
 AA7554  ___________________________________________________________________
 AA7554* NAD 83(1992)-  33 12 46.54033(N)    087 38 21.16040(W)     ADJUSTED  
 AA7554* NAVD 88     -        43.0    (meters)     141.     (feet)  VERTCON   
 AA7554  ___________________________________________________________________
 AA7554  X           -     220,030.052 (meters)                     COMP
 AA7554  Y           -  -5,337,054.440 (meters)                     COMP
 AA7554  Z           -   3,473,747.643 (meters)                     COMP
 AA7554  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AA7554  ELLIP HEIGHT-          14.05  (meters)          (07/29/02) GPS OBS
 AA7554  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA7554
 AA7554  HORZ ORDER  -  FIRST
 AA7554  ELLP ORDER  -  FOURTH    CLASS I
 AA7554
 AA7554.The horizontal coordinates were established by GPS observations
 AA7554.and adjusted by the National Geodetic Survey in August 1995..
 AA7554
 AA7554.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7554.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7554
 AA7554.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7554
 AA7554.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7554
 AA7554.The ellipsoidal height was determined by GPS observations
 AA7554.and is referenced to NAD 83.
 AA7554
 AA7554.The geoid height was determined by GEOID03.
 AA7554
 AA7554;                    North         East     Units Scale Factor Converg.
 AA7554;SPC AL W     -   356,234.585   587,022.463   MT  0.99993541   -0 04 34.5
 AA7554;UTM  16      - 3,675,074.567   440,430.895   MT  0.99964375   -0 21 00.5
 AA7554
 AA7554!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7554!SPC AL W     -   0.99999779  x   0.99993541  =   0.99993320
 AA7554!UTM  16      -   0.99999779  x   0.99964375  =   0.99964154
 AA7554
 AA7554                          SUPERSEDED SURVEY CONTROL
 AA7554
 AA7554  ELLIP H (08/28/95)   14.11   (m)                       GP(       ) 4 1
 AA7554  NGVD 29 (08/28/95)   42.9    (m)          141.     (f) GPS OBS        
 AA7554
 AA7554.Superseded values are not recommended for survey control.
 AA7554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7554.See file dsdata.txt to determine how the superseded data were derived.
 AA7554
 AA7554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4043175075(NAD 83)
 AA7554_MARKER: DD = SURVEY DISK
 AA7554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7554_STAMPING: 63-38 1994
 AA7554_MARK LOGO: ALHD  
 AA7554_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7554+STABILITY: SURFACE MOTION
 AA7554_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7554+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7554
 AA7554  HISTORY     - Date     Condition        Report By
 AA7554  HISTORY     - 1994     MONUMENTED       ALHD
 AA7554
 AA7554                          STATION DESCRIPTION
 AA7554
 AA7554'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7554'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7554'OF A COUNTY GRAVEL ROAD, ABOUT 3.95 MI (6.36 KM) WEST OF TUSCALOOSA
 AA7554'AND ABOUT 7.90 MI (12.71 KM) WEST-SOUTHWEST OF NORTHPORT. TO REACH THE
 AA7554'STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82 (MILE POST 47.35 ON
 AA7554'U.S. 82 AND MILE POST 204.10 ON U.S. 43) AT A TRAFFIC LIGHT IN
 AA7554'NORTHPORT, DRIVE WEST ON U.S. 82 FOR 1.60 MI (2.57 KM) TO MILE POST
 AA7554'45.75 AND A PAVED STREET ON THE LEFT, TURN LEFT ON THE PAVED STREET
 AA7554'AND DRIVE SOUTH FOR 1.45 MI (2.33 KM) TO A T-INTERSECTION WITH A PAVED
 AA7554'STREET LEFT AND RIGHT, TURN RIGHT ON THE PAVED STREET AND DRIVE WEST
 AA7554'FOR 0.40 MI (0.64 KM) TO THE END OF PAVEMENT, CONTINUE WEST ON A
 AA7554'GRAVEL ROAD FOR 0.70 MI (1.13 KM) TO THE STATION ON THE LEFT. THE
 AA7554'STATION IS 22.0 FT (6.7 M) SOUTH OF THE CENTER OF THE GRAVEL ROAD,
 AA7554'130.1 FT (39.7 M) WEST OF A POWER POLE, 146.1 FT (44.5 M) EAST OF
 AA7554'JUNCTION POWER POLE NO. XE 3419 100, 164.3 FT (50.1 M) EAST OF A POWER
 AA7554'POLE WITH CIRCUIT BREAKERS, 174.5 FT (53.2 M) EAST OF A JUNCTION POWER
 AA7554'POLE, 201.6 FT (61.4 M) EAST OF A YELLOW GAS LINE VENT PIPE, 209.3 FT
 AA7554'(63.8 M) EAST-SOUTHEAST OF A YELLOW GAS LINE VENT PIPE, 2.1 FT (0.6 M)
 AA7554'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7554'STATION 63-37 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7555 ***********************************************************************
 AA7555  DESIGNATION -  63 39
 AA7555  PID         -  AA7555
 AA7555  STATE/COUNTY-  AL/TUSCALOOSA
 AA7555  USGS QUAD   -  ROMULUS (1981)
 AA7555
 AA7555                         *CURRENT SURVEY CONTROL
 AA7555  ___________________________________________________________________
 AA7555* NAD 83(1992)-  33 08 29.25049(N)    087 45 43.10755(W)     ADJUSTED  
 AA7555* NAVD 88     -        87.9    (meters)     288.     (feet)  VERTCON   
 AA7555  ___________________________________________________________________
 AA7555  X           -     208,765.130 (meters)                     COMP
 AA7555  Y           -  -5,341,885.468 (meters)                     COMP
 AA7555  Z           -   3,467,137.803 (meters)                     COMP
 AA7555  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 AA7555  ELLIP HEIGHT-          58.89  (meters)          (07/29/02) GPS OBS
 AA7555  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA7555
 AA7555  HORZ ORDER  -  FIRST
 AA7555  ELLP ORDER  -  FOURTH    CLASS I
 AA7555
 AA7555.The horizontal coordinates were established by GPS observations
 AA7555.and adjusted by the National Geodetic Survey in August 1995..
 AA7555
 AA7555.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7555.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7555
 AA7555.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7555
 AA7555.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7555
 AA7555.The ellipsoidal height was determined by GPS observations
 AA7555.and is referenced to NAD 83.
 AA7555
 AA7555.The geoid height was determined by GEOID03.
 AA7555
 AA7555;                    North         East     Units Scale Factor Converg.
 AA7555;SPC AL W     -   348,330.525   575,558.395   MT  0.99994070   -0 08 35.6
 AA7555;UTM  16      - 3,667,227.584   428,932.489   MT  0.99966227   -0 24 59.7
 AA7555
 AA7555!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7555!SPC AL W     -   0.99999075  x   0.99994070  =   0.99993145
 AA7555!UTM  16      -   0.99999075  x   0.99966227  =   0.99965303
 AA7555
 AA7555:                Primary Azimuth Mark                     Grid Az
 AA7555:SPC AL W     -  63 40                                    053 21 02.1
 AA7555:UTM  16      -  63 40                                    053 37 26.2
 AA7555
 AA7555|---------------------------------------------------------------------|
 AA7555| PID    Reference Object                     Distance      Geod. Az  |
 AA7555|                                                           dddmmss.s |
 AA7555| AA7556 63 40                               458.637 METERS 0531226.5 |
 AA7555|---------------------------------------------------------------------|
 AA7555
 AA7555                          SUPERSEDED SURVEY CONTROL
 AA7555
 AA7555  ELLIP H (08/28/95)   58.95   (m)                       GP(       ) 4 1
 AA7555  NGVD 29 (08/28/95)   87.8    (m)          288.     (f) GPS OBS        
 AA7555
 AA7555.Superseded values are not recommended for survey control.
 AA7555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7555.See file dsdata.txt to determine how the superseded data were derived.
 AA7555
 AA7555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2893267228(NAD 83)
 AA7555_MARKER: DD = SURVEY DISK
 AA7555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7555_STAMPING: 63-39 1994
 AA7555_MARK LOGO: ALHD  
 AA7555_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7555+STABILITY: SURFACE MOTION
 AA7555_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7555+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7555
 AA7555  HISTORY     - Date     Condition        Report By
 AA7555  HISTORY     - 1994     MONUMENTED       ALHD
 AA7555
 AA7555                          STATION DESCRIPTION
 AA7555
 AA7555'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7555'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTHWEST RIGHT OF
 AA7555'WAY OF TUSCALOOSA COUNTY ROAD NO. 2, ABOUT 5.40 MI (8.69 KM) NORTHWEST
 AA7555'OF FOSTERS AND ABOUT 11.80 MI (18.99 KM) SOUTHWEST OF TUSCALOOSA. TO
 AA7555'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82 (MILE POST
 AA7555'47.35 ON U.S. 82 AND MILE POST 204.10 ON U.S. 43) AT A TRAFFIC LIGHT
 AA7555'IN NORTHPORT, DRIVE WEST ON U.S. 82 FOR 5.80 MI (9.33 KM) TO MILE POST
 AA7555'41.55 AND TUSCALOOSA COUNTY ROAD NO. 2 ON THE LEFT, TURN LEFT ON
 AA7555'TUSCALOOSA COUNTY ROAD NO. 2 AND DRIVE SOUTH FOR 0.40 MI (0.64 KM) TO
 AA7555'A PAVED CROSS ROAD WITH OLD U.S. 82 LEFT AND RIGHT, CONTINUE SOUTH AND
 AA7555'SOUTHWEST ON TUSCALOOSA COUNTY ROAD NO. 2 FOR 5.05 MI (8.13 KM) TO A
 AA7555'Y-INTERSECTION, BEAR LEFT ON TUSCALOOSA COUNTY ROAD NO. 2 AND DRIVE
 AA7555'SOUTHWEST FOR 1.50 MI (2.41 KM) TO A Y-INTERSECTION, BEAR RIGHT ON
 AA7555'TUSCALOOSA COUNTY ROAD NO. 2 AND DRIVE SOUTHWEST FOR 3.10 MI (4.99 KM)
 AA7555'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTHEAST
 AA7555'OF A FOUR STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS,
 AA7555'24.3 FT (7.4 M) NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 43 1/2, 32.5
 AA7555'FT (9.9 M) SOUTHWEST OF A SHORT CABLE POLE, 33.7 FT (10.3 M) NORTHWEST
 AA7555'OF THE CENTERLINE OF TUSCALOOSA COUNTY ROAD NO. 2, 73.8 FT (22.5 M)
 AA7555'WEST-NORTHWEST OF A NIGHT LIGHT POLE ACROSS THE ROAD, 82.9 FT (25.3 M)
 AA7555'NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 44, 83.4 FT (25.4 M)
 AA7555'NORTHEAST OF A TELEPHONE SERVICE POLE, 97.8 FT (29.8 M) SOUTHWEST OF
 AA7555'THE SOUTHWEST ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 111.1
 AA7555'FT (33.9 M) SOUTHWEST OF A TRANSFORMER POWER POLE, 3.0 FT (0.9 M)
 AA7555'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7555'STATION 63-40 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2815 ***********************************************************************
 DH2815  DESIGNATION -  63 4
 DH2815  PID         -  DH2815
 DH2815  STATE/COUNTY-  AL/TUSCALOOSA
 DH2815  USGS QUAD   -  LAKE LURLEEN (1982)
 DH2815
 DH2815                         *CURRENT SURVEY CONTROL
 DH2815  ___________________________________________________________________
 DH2815* NAD 83(1992)-  33 16 31.02792(N)    087 41 15.12197(W)     ADJUSTED  
 DH2815* NAVD 88     -        64.8    (meters)     213.     (feet)  VERTCON   
 DH2815  ___________________________________________________________________
 DH2815  X           -     215,376.517 (meters)                     COMP
 DH2815  Y           -  -5,333,468.087 (meters)                     COMP
 DH2815  Z           -   3,479,543.833 (meters)                     COMP
 DH2815  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DH2815  ELLIP HEIGHT-          35.96  (meters)          (07/29/02) GPS OBS
 DH2815  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DH2815
 DH2815  HORZ ORDER  -  FIRST
 DH2815  ELLP ORDER  -  FOURTH    CLASS I
 DH2815
 DH2815.The horizontal coordinates were established by GPS observations
 DH2815.and adjusted by the National Geodetic Survey in December 1992..
 DH2815
 DH2815.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2815.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2815
 DH2815.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2815
 DH2815.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2815
 DH2815.The ellipsoidal height was determined by GPS observations
 DH2815.and is referenced to NAD 83.
 DH2815
 DH2815.The geoid height was determined by GEOID03.
 DH2815
 DH2815;                    North         East     Units Scale Factor Converg.
 DH2815;SPC AL W     -   363,157.188   582,530.136   MT  0.99993709   -0 06 10.4
 DH2815;UTM  16      - 3,682,016.576   435,973.027   MT  0.99965054   -0 22 38.1
 DH2815
 DH2815!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2815!SPC AL W     -   0.99999435  x   0.99993709  =   0.99993144
 DH2815!UTM  16      -   0.99999435  x   0.99965054  =   0.99964490
 DH2815
 DH2815:                Primary Azimuth Mark                     Grid Az
 DH2815:SPC AL W     -  63 3                                     316 14 21.1
 DH2815:UTM  16      -  63 3                                     316 30 48.8
 DH2815
 DH2815|---------------------------------------------------------------------|
 DH2815| PID    Reference Object                     Distance      Geod. Az  |
 DH2815|                                                           dddmmss.s |
 DH2815| DH2814 63 3                                464.125 METERS 3160810.7 |
 DH2815|---------------------------------------------------------------------|
 DH2815
 DH2815                          SUPERSEDED SURVEY CONTROL
 DH2815
 DH2815  ELLIP H (12/04/92)   36.05   (m)                       GP(       ) 4 1
 DH2815  NAD 83(1986)-  33 16 31.03261(N)    087 41 15.12571(W) AD(       ) 1
 DH2815  NGVD 29 (12/04/92)   64.7    (m)          212.     (f) GPS OBS        
 DH2815
 DH2815.Superseded values are not recommended for survey control.
 DH2815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2815.See file dsdata.txt to determine how the superseded data were derived.
 DH2815
 DH2815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3597382017(NAD 83)
 DH2815_MARKER: DD = SURVEY DISK
 DH2815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2815_SP_SET: CONCRETE POST
 DH2815_STAMPING: 63-4 1991
 DH2815_MARK LOGO: ALHD  
 DH2815_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2815+STABILITY: SURFACE MOTION
 DH2815_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2815+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2815
 DH2815  HISTORY     - Date     Condition        Report By
 DH2815  HISTORY     - 1991     MONUMENTED       ALHD
 DH2815
 DH2815                          STATION DESCRIPTION
 DH2815
 DH2815'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2815'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTHWEST RIGHT OF
 DH2815'WAY OF TUSCALOOSA COUNTY ROAD NO. 21, ABOUT 6.12 KM (3.80 MI) EAST-
 DH2815'NORTHEAST OF BUHL AND ABOUT 11.10 KM (6.90 MI) WEST-NORTHWEST OF
 DH2815'NORTHPORT.
 DH2815'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 NORTH AND U. S. 82
 DH2815'(MILE POST 47.30 ON U. S. 82) IN NORTHPORT, DRIVE WEST ON U. S. 82
 DH2815'FOR 8.05 KM (5.00 MI) TO MILE POST 43.05 AND TUSCALOOSA COUNTY ROAD
 DH2815'NO. 21 ON THE RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 21 AND
 DH2815'DRIVE NORTHWEST 1.29 KM (0.80 MI) TO A PAVED CROSS ROAD, CONTINUE
 DH2815'NORTHWEST ON TUSCALOOSA COUNTY ROAD NO. 21 2.49 KM (1.55 MI) TO
 DH2815'TUSCALOOSA COUNTY ROAD NO. 49 ON THE RIGHT TO LAKE LURLEEN, CONTINUE
 DH2815'NORTHWEST ON TUSCALOOSA COUNTY ROAD NO. 21 0.89 KM (0.55 MI) TO THE
 DH2815'STATION ON THE LEFT.
 DH2815'THE STATION IS 0.85 M (2.79 FT) NORTHEAST OF A BOARD FENCE, 7.92 M
 DH2815'(25.98 FT) SOUTHWEST OF THE CENTERLINE OF TUSCALOOSA COUNTY ROAD NO.
 DH2815'21, 17.92 M (58.79 FT) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 42
 DH2815'ACROSS TUSCALOOSA COUNTY ROAD NO. 21, 18.14 M (59.51 FT) SOUTHWEST OF
 DH2815'A POWER POLE ACROSS TUSCALOOSA COUNTY ROAD NO. 21, 28.16 M
 DH2815'(92.39 FT) SOUTHEAST OF THE NORTH CORNER OF A BOARD FENCE AT A GRAVEL
 DH2815'DRIVEWAY, AND 30.18 M (99.02 FT) SOUTHEAST OF THE CENTER OF A PIPE
 DH2815'CATTLE GUARD ON THE GRAVEL DRIVEWAY AND 3.0 FT (0.9 M) NORTHEAST OF A
 DH2815'CARSONITE WITNESS POST.
 DH2815'STATION 63-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7556 ***********************************************************************
 AA7556  DESIGNATION -  63 40
 AA7556  PID         -  AA7556
 AA7556  STATE/COUNTY-  AL/TUSCALOOSA
 AA7556  USGS QUAD   -  ROMULUS (1981)
 AA7556
 AA7556                         *CURRENT SURVEY CONTROL
 AA7556  ___________________________________________________________________
 AA7556* NAD 83(1992)-  33 08 38.16650(N)    087 45 28.93615(W)     ADJUSTED  
 AA7556* NAVD 88     -        91.0    (meters)     299.     (feet)  VERTCON   
 AA7556  ___________________________________________________________________
 AA7556  X           -     209,126.369 (meters)                     COMP
 AA7556  Y           -  -5,341,723.636 (meters)                     COMP
 AA7556  Z           -   3,467,369.487 (meters)                     COMP
 AA7556  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 AA7556  ELLIP HEIGHT-          61.98  (meters)          (07/29/02) GPS OBS
 AA7556  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 AA7556
 AA7556  HORZ ORDER  -  FIRST
 AA7556  ELLP ORDER  -  FOURTH    CLASS I
 AA7556
 AA7556.The horizontal coordinates were established by GPS observations
 AA7556.and adjusted by the National Geodetic Survey in August 1995..
 AA7556
 AA7556.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7556.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7556
 AA7556.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7556
 AA7556.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7556
 AA7556.The ellipsoidal height was determined by GPS observations
 AA7556.and is referenced to NAD 83.
 AA7556
 AA7556.The geoid height was determined by GEOID03.
 AA7556
 AA7556;                    North         East     Units Scale Factor Converg.
 AA7556;SPC AL W     -   348,604.277   575,926.339   MT  0.99994048   -0 08 27.9
 AA7556;UTM  16      - 3,667,499.501   429,301.632   MT  0.99966162   -0 24 52.1
 AA7556
 AA7556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7556!SPC AL W     -   0.99999027  x   0.99994048  =   0.99993075
 AA7556!UTM  16      -   0.99999027  x   0.99966162  =   0.99965189
 AA7556
 AA7556:                Primary Azimuth Mark                     Grid Az
 AA7556:SPC AL W     -  63 39                                    233 21 02.2
 AA7556:UTM  16      -  63 39                                    233 37 26.4
 AA7556
 AA7556|---------------------------------------------------------------------|
 AA7556| PID    Reference Object                     Distance      Geod. Az  |
 AA7556|                                                           dddmmss.s |
 AA7556| AA7555 63 39                               458.637 METERS 2331234.3 |
 AA7556|---------------------------------------------------------------------|
 AA7556
 AA7556                          SUPERSEDED SURVEY CONTROL
 AA7556
 AA7556  ELLIP H (08/28/95)   62.05   (m)                       GP(       ) 4 1
 AA7556  NGVD 29 (08/28/95)   90.9    (m)          298.     (f) GPS OBS        
 AA7556
 AA7556.Superseded values are not recommended for survey control.
 AA7556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7556.See file dsdata.txt to determine how the superseded data were derived.
 AA7556
 AA7556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2930267500(NAD 83)
 AA7556_MARKER: DD = SURVEY DISK
 AA7556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7556_STAMPING: 63-40 1994
 AA7556_MARK LOGO: ALHD  
 AA7556_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7556+STABILITY: SURFACE MOTION
 AA7556_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7556+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7556
 AA7556  HISTORY     - Date     Condition        Report By
 AA7556  HISTORY     - 1994     MONUMENTED       ALHD
 AA7556
 AA7556                          STATION DESCRIPTION
 AA7556
 AA7556'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7556'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTH RIGHT OF WAY
 AA7556'OF TUSCALOOSA COUNTY ROAD NO. 2, ABOUT 5.30 MI (8.53 KM) NORTHWEST OF
 AA7556'FOSTERS AND ABOUT 12.15 MI (19.55 KM) SOUTHWEST OF TUSCALOOSA. TO
 AA7556'REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND U.S. 82 (MILE POST
 AA7556'47.35 ON U.S. 82 AND MILE POST 204.10 ON U.S. 43) AT A TRAFFIC LIGHT
 AA7556'IN NORTHPORT, DRIVE WEST ON U.S. 82 FOR 5.80 MI (9.33 KM) TO MILE POST
 AA7556'41.55 AND TUSCALOOSA COUNTY ROAD NO. 2 ON THE LEFT, TURN LEFT ON
 AA7556'TUSCALOOSA COUNTY ROAD NO. 2 AND DRIVE SOUTH FOR 0.40 MI (0.64 KM) TO
 AA7556'A PAVED CROSS ROAD WITH OLD U.S. 82 LEFT AND RIGHT, CONTINUE SOUTH AND
 AA7556'SOUTHWEST ON TUSCALOOSA COUNTY ROAD NO. 2 FOR 5.05 MI (8.13 KM) TO A
 AA7556'Y-INTERSECTION, BEAR LEFT ON TUSCALOOSA COUNTY ROAD NO. 2 AND DRIVE
 AA7556'SOUTHWEST FOR 1.50 MI (2.41 KM) TO A Y-INTERSECTION, BEAR RIGHT ON
 AA7556'TUSCALOOSA COUNTY ROAD NO. 2 AND DRIVE SOUTHWEST FOR 2.80 MI (4.51 KM)
 AA7556'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA7556'SOUTH-SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS,
 AA7556'33.2 FT (10.1 M) NORTH-NORTHWEST OF THE CENTERLINE OF TUSCALOOSA
 AA7556'COUNTY ROAD NO. 2, 51.5 FT (15.7 M) EAST-NORTHEAST OF THE EAST POST OF
 AA7556'A CATTLE GAP IN THE FENCE LINE, 68.8 FT (21.0 M) EAST-NORTHEAST OF A
 AA7556'POWER LINE GUY POLE, 89.7 FT (27.3 M) NORTH OF A POWER POLE ACROSS THE
 AA7556'ROAD, 3.5 FT (1.1 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA7556'FLUSH WITH THE GROUND. STATION 63-39 1994 MAY BE USED AS AN AZIMUTH
 AA7556'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7557 ***********************************************************************
 AA7557  DESIGNATION -  63 41
 AA7557  PID         -  AA7557
 AA7557  STATE/COUNTY-  AL/TUSCALOOSA
 AA7557  USGS QUAD   -  RALPH (1982)
 AA7557
 AA7557                         *CURRENT SURVEY CONTROL
 AA7557  ___________________________________________________________________
 AA7557* NAD 83(1992)-  33 02 28.32059(N)    087 47 15.26380(W)     ADJUSTED  
 AA7557* NAVD 88     -       107.4    (meters)     352.     (feet)  VERTCON   
 AA7557  ___________________________________________________________________
 AA7557  X           -     206,613.421 (meters)                     COMP
 AA7557  Y           -  -5,348,060.826 (meters)                     COMP
 AA7557  Z           -   3,457,832.568 (meters)                     COMP
 AA7557  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 AA7557  ELLIP HEIGHT-          78.29  (meters)          (07/29/02) GPS OBS
 AA7557  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA7557
 AA7557  HORZ ORDER  -  FIRST
 AA7557  ELLP ORDER  -  FOURTH    CLASS I
 AA7557
 AA7557.The horizontal coordinates were established by GPS observations
 AA7557.and adjusted by the National Geodetic Survey in August 1995..
 AA7557
 AA7557.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7557.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7557
 AA7557.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7557
 AA7557.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7557
 AA7557.The ellipsoidal height was determined by GPS observations
 AA7557.and is referenced to NAD 83.
 AA7557
 AA7557.The geoid height was determined by GEOID03.
 AA7557
 AA7557;                    North         East     Units Scale Factor Converg.
 AA7557;SPC AL W     -   337,218.215   573,139.595   MT  0.99994223   -0 09 24.5
 AA7557;UTM  16      - 3,656,130.000   426,461.452   MT  0.99966668   -0 25 46.0
 AA7557
 AA7557!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7557!SPC AL W     -   0.99998771  x   0.99994223  =   0.99992994
 AA7557!UTM  16      -   0.99998771  x   0.99966668  =   0.99965439
 AA7557
 AA7557                          SUPERSEDED SURVEY CONTROL
 AA7557
 AA7557  ELLIP H (08/28/95)   78.36   (m)                       GP(       ) 4 1
 AA7557  NGVD 29 (08/28/95)  107.3    (m)          352.     (f) GPS OBS        
 AA7557
 AA7557.Superseded values are not recommended for survey control.
 AA7557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7557.See file dsdata.txt to determine how the superseded data were derived.
 AA7557
 AA7557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2646156130(NAD 83)
 AA7557_MARKER: DD = SURVEY DISK
 AA7557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7557_STAMPING: 63-41 1994
 AA7557_MARK LOGO: ALHD  
 AA7557_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7557+STABILITY: SURFACE MOTION
 AA7557_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7557+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7557
 AA7557  HISTORY     - Date     Condition        Report By
 AA7557  HISTORY     - 1994     MONUMENTED       ALHD
 AA7557
 AA7557                          STATION DESCRIPTION
 AA7557
 AA7557'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7557'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTHEAST RIGHT OF
 AA7557'WAY OF BETHEL CHURCH ROAD, ABOUT 0.90 MI (1.45 KM) WEST OF RALPH AND
 AA7557'ABOUT 6.90 MI (11.10 KM) SOUTHWEST OF FOSTERS. TO REACH THE STATION
 AA7557'FROM THE JUNCTION OF I-359, U.S. 11 AND U.S. 43 (MILE POST 77.90 ON
 AA7557'U.S. 11 AND U.S. 43 AND MILE POST 2.60 ON I-359) IN TUSCALOOSA, DRIVE
 AA7557'SOUTHWEST ON U.S. 11 AND U.S. 43 FOR 16.20 MI (26.07 KM) TO MILE POST
 AA7557'61.70 AND TUSCALOOSA COUNTY ROAD NO. 19 ON THE RIGHT, TURN RIGHT ON
 AA7557'TUSCALOOSA COUNTY ROAD NO. 19 AND DRIVE WEST FOR 0.45 MI (0.72 KM) TO
 AA7557'TUSCALOOSA COUNTY ROAD NO. 19 ON THE RIGHT, CONTINUE SOUTHWEST ON THE
 AA7557'PAVED COUNTY ROAD FOR 0.35 MI (0.56 KM) TO BETHEL CHURCH ROAD ON THE
 AA7557'RIGHT, TURN RIGHT ON BETHEL CHURCH ROAD AND DRIVE SOUTHWEST AND
 AA7557'NORTHWEST FOR 1.40 MI (2.25 KM) TO THE STATION ON THE RIGHT. THE
 AA7557'STATION IS 5.0 FT (1.5 M) NORTHEAST OF THE CREST OF AN 8 FT (2.4 M)
 AA7557'BACKSLOPE, 40.4 FT (12.3 M) NORTHEAST OF THE CENTERLINE OF BETHEL
 AA7557'CHURCH ROAD, 93.0 FT (28.3 M) SOUTHEAST OF A POWER POLE WITH ONE GUY
 AA7557'WIRE, 2.4 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA7557'FLUSH WITH THE GROUND. STATION 63-42 1994 MAY BE USED AS AN AZIMUTH
 AA7557'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7558 ***********************************************************************
 AA7558  DESIGNATION -  63 42
 AA7558  PID         -  AA7558
 AA7558  STATE/COUNTY-  AL/TUSCALOOSA
 AA7558  USGS QUAD   -  RALPH (1982)
 AA7558
 AA7558                         *CURRENT SURVEY CONTROL
 AA7558  ___________________________________________________________________
 AA7558* NAD 83(1992)-  33 02 50.94890(N)    087 45 57.15109(W)     ADJUSTED  
 AA7558* NAVD 88     -        60.7    (meters)     199.     (feet)  VERTCON   
 AA7558  ___________________________________________________________________
 AA7558  X           -     208,622.379 (meters)                     COMP
 AA7558  Y           -  -5,347,563.283 (meters)                     COMP
 AA7558  Z           -   3,458,391.487 (meters)                     COMP
 AA7558  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 AA7558  ELLIP HEIGHT-          31.64  (meters)          (07/29/02) GPS OBS
 AA7558  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 AA7558
 AA7558  HORZ ORDER  -  FIRST
 AA7558  ELLP ORDER  -  FOURTH    CLASS I
 AA7558
 AA7558.The horizontal coordinates were established by GPS observations
 AA7558.and adjusted by the National Geodetic Survey in August 1995..
 AA7558
 AA7558.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7558.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7558
 AA7558.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7558
 AA7558.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7558
 AA7558.The ellipsoidal height was determined by GPS observations
 AA7558.and is referenced to NAD 83.
 AA7558
 AA7558.The geoid height was determined by GEOID03.
 AA7558
 AA7558;                    North         East     Units Scale Factor Converg.
 AA7558;SPC AL W     -   337,909.946   575,168.036   MT  0.99994093   -0 08 42.0
 AA7558;UTM  16      - 3,656,811.881   428,492.600   MT  0.99966304   -0 25 03.6
 AA7558
 AA7558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7558!SPC AL W     -   0.99999503  x   0.99994093  =   0.99993596
 AA7558!UTM  16      -   0.99999503  x   0.99966304  =   0.99965807
 AA7558
 AA7558                          SUPERSEDED SURVEY CONTROL
 AA7558
 AA7558  ELLIP H (08/28/95)   31.71   (m)                       GP(       ) 4 1
 AA7558  NGVD 29 (08/28/95)   60.7    (m)          199.     (f) GPS OBS        
 AA7558
 AA7558.Superseded values are not recommended for survey control.
 AA7558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7558.See file dsdata.txt to determine how the superseded data were derived.
 AA7558
 AA7558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2849356812(NAD 83)
 AA7558_MARKER: DD = SURVEY DISK
 AA7558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7558_STAMPING: 63-42 1994
 AA7558_MARK LOGO: ALHD  
 AA7558_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7558+STABILITY: SURFACE MOTION
 AA7558_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7558+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7558
 AA7558  HISTORY     - Date     Condition        Report By
 AA7558  HISTORY     - 1994     MONUMENTED       ALHD
 AA7558
 AA7558                          STATION DESCRIPTION
 AA7558
 AA7558'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7558'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7558'OF TUSCALOOSA COUNTY ROAD NO. 19, ABOUT 0.50 MI (0.80 KM) NORTHEAST OF
 AA7558'RALPH AND ABOUT 5.65 MI (9.09 KM) SOUTHWEST OF FOSTERS. TO REACH THE
 AA7558'STATION FROM THE JUNCTION OF I-359, U.S. 11 AND U.S. 43 (MILE POST
 AA7558'77.90 ON U.S. 11 AND U.S. 43 AND MILE POST 2.60 ON I-359) IN
 AA7558'TUSCALOOSA, DRIVE SOUTHWEST ON U.S. 11 AND U.S. 43 FOR 16.20 MI (26.07
 AA7558'KM) TO MILE POST 61.70 AND TUSCALOOSA COUNTY ROAD NO. 19 ON THE RIGHT,
 AA7558'TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 19 AND DRIVE WEST FOR 0.45 MI
 AA7558'(0.72 KM) TO TUSCALOOSA COUNTY ROAD NO. 19 ON THE RIGHT, TURN RIGHT ON
 AA7558'TUSCALOOSA COUNTY ROAD NO. 19 AND DRIVE NORTH FOR 0.30 MI (0.48 KM) TO
 AA7558'THE STATION ON THE LEFT. THE STATION IS 3.1 FT (0.9 M) EAST OF A FOUR
 AA7558'STRAND BARBED WIRE FENCE ON OLD GRADER BLADE POSTS, 26.8 FT (8.2 M)
 AA7558'WEST OF THE CENTER OF TUSCALOOSA COUNTY ROAD NO. 19, 68.2 FT (20.8 M)
 AA7558'SOUTHWEST OF A POWER POLE ACROSS THE ROAD, 73.2 FT (22.3 M) NORTH OF
 AA7558'THE NORTH POST OF A METAL GATE, 88.3 FT (26.9 M) NORTHWEST OF
 AA7558'TELEPHONE CABLE PEDESTAL NO. P 124 W 48 N 3 ACROSS THE ROAD, 93.7 FT
 AA7558'(28.6 M) NORTHWEST OF THE JUNCTION OF A FOUR STRAND BARBED WIRE FENCE
 AA7558'AND A WHITE BOARD FENCE NORTH OF A GRAVEL DRIVEWAY ACROSS THE ROAD,
 AA7558'3.1 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7558'THE GROUND. STATION 63-41 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7558'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7559 ***********************************************************************
 AA7559  DESIGNATION -  63 43
 AA7559  PID         -  AA7559
 AA7559  STATE/COUNTY-  AL/TUSCALOOSA
 AA7559  USGS QUAD   -  ENGLEWOOD (1983)
 AA7559
 AA7559                         *CURRENT SURVEY CONTROL
 AA7559  ___________________________________________________________________
 AA7559* NAD 83(1992)-  33 03 12.55426(N)    087 34 52.04720(W)     ADJUSTED  
 AA7559* NAVD 88     -        69.3    (meters)     227.     (feet)  VERTCON   
 AA7559  ___________________________________________________________________
 AA7559  X           -     225,849.541 (meters)                     COMP
 AA7559  Y           -  -5,346,507.215 (meters)                     COMP
 AA7559  Z           -   3,458,954.023 (meters)                     COMP
 AA7559  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 AA7559  ELLIP HEIGHT-          40.14  (meters)          (07/29/02) GPS OBS
 AA7559  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 AA7559
 AA7559  HORZ ORDER  -  FIRST
 AA7559  ELLP ORDER  -  FOURTH    CLASS I
 AA7559
 AA7559.The horizontal coordinates were established by GPS observations
 AA7559.and adjusted by the National Geodetic Survey in August 1995..
 AA7559
 AA7559.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7559.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7559
 AA7559.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7559
 AA7559.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7559
 AA7559.The ellipsoidal height was determined by GPS observations
 AA7559.and is referenced to NAD 83.
 AA7559
 AA7559.The geoid height was determined by GEOID03.
 AA7559
 AA7559;                    North         East     Units Scale Factor Converg.
 AA7559;SPC AL W     -   338,547.004   592,423.762   MT  0.99993404   -0 02 39.3
 AA7559;UTM  16      - 3,657,366.644   445,746.196   MT  0.99963629   -0 19 01.1
 AA7559
 AA7559!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7559!SPC AL W     -   0.99999370  x   0.99993404  =   0.99992774
 AA7559!UTM  16      -   0.99999370  x   0.99963629  =   0.99962999
 AA7559
 AA7559                          SUPERSEDED SURVEY CONTROL
 AA7559
 AA7559  ELLIP H (08/28/95)   40.20   (m)                       GP(       ) 4 1
 AA7559  NGVD 29 (08/28/95)   69.3    (m)          227.     (f) GPS OBS        
 AA7559
 AA7559.Superseded values are not recommended for survey control.
 AA7559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7559.See file dsdata.txt to determine how the superseded data were derived.
 AA7559
 AA7559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4574657367(NAD 83)
 AA7559_MARKER: DD = SURVEY DISK
 AA7559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7559_STAMPING: 63-43 1994
 AA7559_MARK LOGO: ALHD  
 AA7559_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7559+STABILITY: SURFACE MOTION
 AA7559_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7559+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7559
 AA7559  HISTORY     - Date     Condition        Report By
 AA7559  HISTORY     - 1994     MONUMENTED       ALHD
 AA7559
 AA7559                          STATION DESCRIPTION
 AA7559
 AA7559'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7559'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7559'OF ALA 69, ABOUT 6.70 MI (10.78 KM) EAST-SOUTHEAST OF FOSTERS AND
 AA7559'ABOUT 10.75 MI (17.30 KM) SOUTH OF TUSCALOOSA. TO REACH THE STATION
 AA7559'FROM THE JUNCTION OF U.S. 11 AND ALA 69 ( MILE POST 143.85 ON ALA 69
 AA7559'AND MILE POST 80.85 ON U.S. 11) AT A TRAFFIC LIGHT IN THE SOUTH SIDE
 AA7559'OF TUSCALOOSA, DRIVE SOUTH ON ALA 69 FOR 8.30 MI (13.36 KM) TO MILE
 AA7559'POST 135.55 AND THE STATION ON THE RIGHT. THE STATION IS 33.0 FT (10.1
 AA7559'M) EAST-NORTHEAST OF A CARSONITE BURIED CABLE MARKER, 40.0 FT (12.2 M)
 AA7559'NORTH-NORTHWEST OF MAIL BOX NO. 14852, 47.6 FT (14.5 M) WEST-NORTHWEST
 AA7559'OF THE CENTERLINE OF ALA 69, 90.9 FT (27.7 M) NORTH-NORTHEAST OF A GAS
 AA7559'VALVE WITH THREE CARSONITE MARKERS, 28.7 FT (8.7 M) EAST-SOUTHEAST OF
 AA7559'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-44
 AA7559'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7560 ***********************************************************************
 AA7560  DESIGNATION -  63 44
 AA7560  PID         -  AA7560
 AA7560  STATE/COUNTY-  AL/TUSCALOOSA
 AA7560  USGS QUAD   -  ENGLEWOOD (1983)
 AA7560
 AA7560                         *CURRENT SURVEY CONTROL
 AA7560  ___________________________________________________________________
 AA7560* NAD 83(1992)-  33 04 10.13930(N)    087 34 10.87228(W)     ADJUSTED  
 AA7560* NAVD 88     -        70.6    (meters)     232.     (feet)  VERTCON   
 AA7560  ___________________________________________________________________
 AA7560  X           -     226,875.823 (meters)                     COMP
 AA7560  Y           -  -5,345,496.201 (meters)                     COMP
 AA7560  Z           -   3,460,441.546 (meters)                     COMP
 AA7560  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 AA7560  ELLIP HEIGHT-          41.47  (meters)          (07/29/02) GPS OBS
 AA7560  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 AA7560
 AA7560  HORZ ORDER  -  FIRST
 AA7560  ELLP ORDER  -  FOURTH    CLASS I
 AA7560
 AA7560.The horizontal coordinates were established by GPS observations
 AA7560.and adjusted by the National Geodetic Survey in August 1995..
 AA7560
 AA7560.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7560
 AA7560.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7560
 AA7560.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7560
 AA7560.The ellipsoidal height was determined by GPS observations
 AA7560.and is referenced to NAD 83.
 AA7560
 AA7560.The geoid height was determined by GEOID03.
 AA7560
 AA7560;                    North         East     Units Scale Factor Converg.
 AA7560;SPC AL W     -   340,320.148   593,493.092   MT  0.99993386   -0 02 16.9
 AA7560;UTM  16      - 3,659,134.149   446,823.633   MT  0.99963486   -0 18 39.1
 AA7560
 AA7560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7560!SPC AL W     -   0.99999349  x   0.99993386  =   0.99992735
 AA7560!UTM  16      -   0.99999349  x   0.99963486  =   0.99962835
 AA7560
 AA7560                          SUPERSEDED SURVEY CONTROL
 AA7560
 AA7560  ELLIP H (08/28/95)   41.53   (m)                       GP(       ) 4 1
 AA7560  NGVD 29 (08/28/95)   70.6    (m)          232.     (f) GPS OBS        
 AA7560
 AA7560.Superseded values are not recommended for survey control.
 AA7560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7560.See file dsdata.txt to determine how the superseded data were derived.
 AA7560
 AA7560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4682459134(NAD 83)
 AA7560_MARKER: DD = SURVEY DISK
 AA7560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7560_STAMPING: 63-44 1994
 AA7560_MARK LOGO: ALHD  
 AA7560_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7560+STABILITY: SURFACE MOTION
 AA7560_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7560+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7560
 AA7560  HISTORY     - Date     Condition        Report By
 AA7560  HISTORY     - 1994     MONUMENTED       ALHD
 AA7560
 AA7560                          STATION DESCRIPTION
 AA7560
 AA7560'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7560'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7560'OF ALA 69, ABOUT 6.90 MI (11.10 KM) EAST-SOUTHEAST OF FOSTERS AND
 AA7560'ABOUT 9.60 MI (15.45 KM) SOUTH OF TUSCALOOSA. TO REACH THE STATION
 AA7560'FROM THE JUNCTION OF U.S. 11 AND ALA 69 (MILE POST 143.85 ON ALA 69
 AA7560'AND MILE POST 80.85 ON U.S. 11) AT A TRAFFIC LIGHT IN THE SOUTH SIDE
 AA7560'OF TUSCALOOSA, DRIVE SOUTH ON ALA 69 FOR 7.05 MI (11.35 KM) TO MILE
 AA7560'POST 136.80 AND THE STATION ON THE RIGHT. THE STATION IS LOCATED IN
 AA7560'FRONT OF BIG SANDY UNITED METHODIST CHURCH, 41.0 FT (12.5 M) NORTHEAST
 AA7560'OF A BARRIER LINE MARKER SIGN, 41.6 FT (12.7 M) NORTHEAST OF A CAST
 AA7560'IRON GAS LINE MARKER, 50.2 FT (15.3 M) SOUTH OF THE SOUTHEAST CORNER
 AA7560'OF A LARGE BIG SANDY UNITED METHODIST CHURCH SIGN, 57.5 FT (17.5 M)
 AA7560'EAST-NORTHEAST OF A CARSONITE BURIED CABLE MARKER, 62.2 FT (19.0 M)
 AA7560'WEST-NORTHWEST OF THE CENTERLINE OF ALA 69, 84.0 FT (25.6 M)
 AA7560'NORTH-NORTHEAST OF THE CENTER OF A PAVED COUNTY ROAD, 2.0 FT (0.6 M)
 AA7560'EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7560'GROUND. STATION 63-43 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7561 ***********************************************************************
 AA7561  DESIGNATION -  63 45
 AA7561  PID         -  AA7561
 AA7561  STATE/COUNTY-  AL/TUSCALOOSA
 AA7561  USGS QUAD   -  ENGLEWOOD (1983)
 AA7561
 AA7561                         *CURRENT SURVEY CONTROL
 AA7561  ___________________________________________________________________
 AA7561* NAD 83(1992)-  33 07 14.12162(N)    087 33 05.16594(W)     ADJUSTED  
 AA7561* NAVD 88     -        69.1    (meters)     227.     (feet)  GPS OBS   
 AA7561  ___________________________________________________________________
 AA7561  X           -     228,446.364 (meters)                     COMP
 AA7561  Y           -  -5,342,330.385 (meters)                     COMP
 AA7561  Z           -   3,465,189.252 (meters)                     COMP
 AA7561  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AA7561  ELLIP HEIGHT-          40.05  (meters)          (08/29/05) GPS OBS
 AA7561  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA7561
 AA7561  HORZ ORDER  -  A
 AA7561  ELLP ORDER  -  FOURTH    CLASS I
 AA7561
 AA7561.The horizontal coordinates were established by GPS observations
 AA7561.and adjusted by the National Geodetic Survey in August 2005..
 AA7561
 AA7561.The orthometric height was determined by GPS observations and a
 AA7561.high-resolution geoid model.
 AA7561
 AA7561.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7561
 AA7561.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7561
 AA7561.The ellipsoidal height was determined by GPS observations
 AA7561.and is referenced to NAD 83.
 AA7561
 AA7561.The geoid height was determined by GEOID03.
 AA7561
 AA7561;                    North         East     Units Scale Factor Converg.
 AA7561;SPC AL W     -   345,986.780   595,200.105   MT  0.99993362   -0 01 41.2
 AA7561;UTM  16      - 3,664,790.885   448,557.108   MT  0.99963263   -0 18 04.7
 AA7561
 AA7561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7561!SPC AL W     -   0.99999371  x   0.99993362  =   0.99992733
 AA7561!UTM  16      -   0.99999371  x   0.99963263  =   0.99962634
 AA7561
 AA7561                          SUPERSEDED SURVEY CONTROL
 AA7561
 AA7561  ELLIP H (07/29/02)   39.95   (m)                       GP(       ) 4 1
 AA7561  NAD 83(1992)-  33 07 14.12279(N)    087 33 05.16491(W) AD(       ) 1
 AA7561  ELLIP H (08/28/95)   40.01   (m)                       GP(       ) 4 1
 AA7561  NGVD 29 (08/28/95)   69.0    (m)          226.     (f) GPS OBS        
 AA7561
 AA7561.Superseded values are not recommended for survey control.
 AA7561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7561.See file dsdata.txt to determine how the superseded data were derived.
 AA7561
 AA7561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4855764791(NAD 83)
 AA7561_MARKER: DD = SURVEY DISK
 AA7561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7561_STAMPING: 63-45 1994
 AA7561_MARK LOGO: ALHD  
 AA7561_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7561+STABILITY: SURFACE MOTION
 AA7561_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7561+SATELLITE: SATELLITE OBSERVATIONS - July 28, 2005
 AA7561
 AA7561  HISTORY     - Date     Condition        Report By
 AA7561  HISTORY     - 1994     MONUMENTED       ALHD
 AA7561  HISTORY     - 20040412 GOOD             ALHD
 AA7561  HISTORY     - 20040622 GOOD             LOCSUR
 AA7561  HISTORY     - 20050728 GOOD             ALDOT
 AA7561
 AA7561                          STATION DESCRIPTION
 AA7561
 AA7561'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7561'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7561'OF ALA 69, ABOUT 6.20 MI (9.98 KM) SOUTH OF TUSCALOOSA AND ABOUT 8.00
 AA7561'MI (12.87 KM) EAST-NORTHEAST OF FOSTERS. TO REACH THE STATION FROM THE
 AA7561'JUNCTION OF U.S. 11 AND ALA 69 (MILE POST 143.85 ON ALA 69 AND MILE
 AA7561'POST 80.85 ON U.S. 11) AT A TRAFFIC LIGHT IN THE SOUTH SIDE OF
 AA7561'TUSCALOOSA, DRIVE SOUTH ON ALA 69 FOR 3.25 MI (5.23 KM) TO MILE POST
 AA7561'140.60 AND THE STATION ON THE RIGHT. THE STATION IS LOCATED ON THE
 AA7561'WEST RIGHT OF WAY OF ALA 69 IN LINE WITH A HEDGE ROW LEADING WEST,
 AA7561'37.3 FT (11.4 M) EAST-SOUTHEAST OF A CARSONITE BURIED CABLE MARKER,
 AA7561'93.0 FT (28.3 M) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 AA7561'ALA 69, 36.3 FT (11.1 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA7561'FLUSH WITH THE GROUND. STATION 63-46 1994 MAY BE USED AS AN AZIMUTH
 AA7561'FOR THIS STATION.
 AA7561
 AA7561                          STATION RECOVERY (2004)
 AA7561
 AA7561'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA7561'RECOVERED IN GOOD CONDITION.
 AA7561
 AA7561                          STATION RECOVERY (2004)
 AA7561
 AA7561'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (RSM)
 AA7561'RECOVERED AS DESCRIBED.
 AA7561
 AA7561                          STATION RECOVERY (2005)
 AA7561
 AA7561'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 AA7561'MARK IS 20.6 FEET EAST FROM A METAL WITNESS POST, REST OF DESCRIPTION
 AA7561'IS OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7562 ***********************************************************************
 AA7562  DESIGNATION -  63 46
 AA7562  PID         -  AA7562
 AA7562  STATE/COUNTY-  AL/TUSCALOOSA
 AA7562  USGS QUAD   -  TUSCALOOSA (1983)
 AA7562
 AA7562                         *CURRENT SURVEY CONTROL
 AA7562  ___________________________________________________________________
 AA7562* NAD 83(1992)-  33 07 36.33335(N)    087 32 59.43581(W)     ADJUSTED  
 AA7562* NAVD 88     -        64.4    (meters)     211.     (feet)  VERTCON   
 AA7562  ___________________________________________________________________
 AA7562  X           -     228,578.621 (meters)                     COMP
 AA7562  Y           -  -5,341,946.484 (meters)                     COMP
 AA7562  Z           -   3,465,759.750 (meters)                     COMP
 AA7562  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 AA7562  ELLIP HEIGHT-          35.31  (meters)          (07/29/02) GPS OBS
 AA7562  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 AA7562
 AA7562  HORZ ORDER  -  FIRST
 AA7562  ELLP ORDER  -  FOURTH    CLASS I
 AA7562
 AA7562.The horizontal coordinates were established by GPS observations
 AA7562.and adjusted by the National Geodetic Survey in August 1995..
 AA7562
 AA7562.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7562
 AA7562.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7562
 AA7562.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7562
 AA7562.The ellipsoidal height was determined by GPS observations
 AA7562.and is referenced to NAD 83.
 AA7562
 AA7562.The geoid height was determined by GEOID03.
 AA7562
 AA7562;                    North         East     Units Scale Factor Converg.
 AA7562;SPC AL W     -   346,670.948   595,348.967   MT  0.99993360   -0 01 38.1
 AA7562;UTM  16      - 3,665,474.130   448,709.186   MT  0.99963244   -0 18 01.8
 AA7562
 AA7562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7562!SPC AL W     -   0.99999446  x   0.99993360  =   0.99992806
 AA7562!UTM  16      -   0.99999446  x   0.99963244  =   0.99962690
 AA7562
 AA7562                          SUPERSEDED SURVEY CONTROL
 AA7562
 AA7562  ELLIP H (08/28/95)   35.38   (m)                       GP(       ) 4 1
 AA7562  NGVD 29 (08/28/95)   64.3    (m)          211.     (f) GPS OBS        
 AA7562
 AA7562.Superseded values are not recommended for survey control.
 AA7562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7562.See file dsdata.txt to determine how the superseded data were derived.
 AA7562
 AA7562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4870965474(NAD 83)
 AA7562_MARKER: DD = SURVEY DISK
 AA7562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7562_STAMPING: 63-46 1994
 AA7562_MARK LOGO: ALHD  
 AA7562_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7562+STABILITY: SURFACE MOTION
 AA7562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7562+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7562
 AA7562  HISTORY     - Date     Condition        Report By
 AA7562  HISTORY     - 1994     MONUMENTED       ALHD
 AA7562
 AA7562                          STATION DESCRIPTION
 AA7562
 AA7562'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7562'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7562'OF ALA 69, ABOUT 5.75 MI (9.25 KM) SOUTH OF TUSCALOOSA AND ABOUT 8.20
 AA7562'MI (13.20 KM) EAST-NORTHEAST OF FOSTERS. TO REACH THE STATION FROM THE
 AA7562'JUNCTION OF U.S. 11 AND ALA 69 (MILE POST 143.85 ON ALA 69 AND MILE
 AA7562'POST 80.85 ON U.S. 11) AT A TRAFFIC LIGHT IN THE SOUTH SIDE OF
 AA7562'TUSCALOOSA, DRIVE SOUTH ON ALA 69 FOR 2.80 MI (4.51 KM) TO MILE POST
 AA7562'141.05 AND THE STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M)
 AA7562'EAST-SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA7562'POSTS, 4.1 FT (1.2 M) NORTHEAST OF A CARSONITE BURIED CABLE MARKER,
 AA7562'7.2 FT (2.2 M) NORTHEAST OF THE NORTH POST OF A METAL GATE, 25.2 FT
 AA7562'(7.7 M) NORTH-NORTHEAST OF THE SOUTH POST OF A METAL GATE, 86.0 FT
 AA7562'(26.2 M) WEST-NORTHWEST OF THE CENTER LINE OF THE SOUTH BOUND LANES OF
 AA7562'ALA 69, AND SET FLUSH WITH THE GROUND. STATION 63-45 1994 MAY BE USED
 AA7562'AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7563 ***********************************************************************
 AA7563  DESIGNATION -  63 47
 AA7563  PID         -  AA7563
 AA7563  STATE/COUNTY-  AL/TUSCALOOSA
 AA7563  USGS QUAD   -  DUNCANVILLE (1983)
 AA7563
 AA7563                         *CURRENT SURVEY CONTROL
 AA7563  ___________________________________________________________________
 AA7563* NAD 83(1992)-  33 04 11.33298(N)    087 26 58.20233(W)     ADJUSTED  
 AA7563* NAVD 88     -        69.9    (meters)     229.     (feet)  VERTCON   
 AA7563  ___________________________________________________________________
 AA7563  X           -     238,087.337 (meters)                     COMP
 AA7563  Y           -  -5,344,987.821 (meters)                     COMP
 AA7563  Z           -   3,460,471.926 (meters)                     COMP
 AA7563  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 AA7563  ELLIP HEIGHT-          40.67  (meters)          (07/29/02) GPS OBS
 AA7563  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 AA7563
 AA7563  HORZ ORDER  -  FIRST
 AA7563  ELLP ORDER  -  FOURTH    CLASS I
 AA7563
 AA7563.The horizontal coordinates were established by GPS observations
 AA7563.and adjusted by the National Geodetic Survey in August 1995..
 AA7563
 AA7563.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7563.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7563
 AA7563.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7563
 AA7563.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7563
 AA7563.The ellipsoidal height was determined by GPS observations
 AA7563.and is referenced to NAD 83.
 AA7563
 AA7563.The geoid height was determined by GEOID03.
 AA7563
 AA7563;                    North         East     Units Scale Factor Converg.
 AA7563;SPC AL W     -   340,355.894   604,715.292   MT  0.99993361   +0 01 39.2
 AA7563;UTM  16      - 3,659,116.462   458,042.448   MT  0.99962171   -0 14 43.0
 AA7563
 AA7563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7563!SPC AL W     -   0.99999361  x   0.99993361  =   0.99992723
 AA7563!UTM  16      -   0.99999361  x   0.99962171  =   0.99961533
 AA7563
 AA7563                          SUPERSEDED SURVEY CONTROL
 AA7563
 AA7563  ELLIP H (08/28/95)   40.73   (m)                       GP(       ) 4 1
 AA7563  NGVD 29 (08/28/95)   69.8    (m)          229.     (f) GPS OBS        
 AA7563
 AA7563.Superseded values are not recommended for survey control.
 AA7563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7563.See file dsdata.txt to determine how the superseded data were derived.
 AA7563
 AA7563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5804259116(NAD 83)
 AA7563_MARKER: DD = SURVEY DISK
 AA7563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7563_STAMPING: 63-47 1994
 AA7563_MARK LOGO: ALHD  
 AA7563_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7563+STABILITY: SURFACE MOTION
 AA7563_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7563+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA7563
 AA7563  HISTORY     - Date     Condition        Report By
 AA7563  HISTORY     - 1994     MONUMENTED       ALHD
 AA7563  HISTORY     - 20040901 GOOD             JCLS
 AA7563
 AA7563                          STATION DESCRIPTION
 AA7563
 AA7563'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7563'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7563'OF U.S. 82, ABOUT 0.70 MI (1.13 KM) NORTHWEST OF DUNCANVILLE AND ABOUT
 AA7563'11.80 MI (18.99 KM) SOUTHEAST OF TUSCALOOSA. TO REACH THE STATION FROM
 AA7563'THE JUNCTION OF U.S. 11 AND U.S. 82 (MILE POST 55.45 ON U.S. 82 AND
 AA7563'MILE POST 82.30 ON U.S. 11) AT A TRAFFIC LIGHT IN THE SOUTH SIDE OF
 AA7563'TUSCALOOSA, DRIVE SOUTHEAST ON U.S. 82 FOR 8.60 MI (13.84 KM) TO MILE
 AA7563'POST 64.05 AND THE STATION ON THE RIGHT. THE STATION IS 42.6 FT (13.0
 AA7563'M) WEST-SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S.
 AA7563'82, 121.5 FT (37.0 M) SOUTH-SOUTHEAST OF A CARSONITE BURIED CABLE
 AA7563'MARKER, 127.4 FT (38.8 M) SOUTH-SOUTHEAST OF POWER AND CABLE POLE NO.
 AA7563'150 WITH REPEATERS NO. S 14 E AND S 15 E, 131.1 FT (40.0 M)
 AA7563'SOUTH-SOUTHEAST OF A CARSONITE WATER LINE MARKER, 164.9 FT (50.3 M)
 AA7563'SOUTH OF MILE POST 64 ON THE WEST SIDE OF U.S. 82, 2.5 FT (0.8 M)
 AA7563'EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7563'GROUND. STATION 63-48 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7563
 AA7563                          STATION RECOVERY (2004)
 AA7563
 AA7563'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA7563'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7564 ***********************************************************************
 AA7564  DESIGNATION -  63 48
 AA7564  PID         -  AA7564
 AA7564  STATE/COUNTY-  AL/TUSCALOOSA
 AA7564  USGS QUAD   -  DUNCANVILLE (1983)
 AA7564
 AA7564                         *CURRENT SURVEY CONTROL
 AA7564  ___________________________________________________________________
 AA7564* NAD 83(1992)-  33 04 47.06009(N)    087 27 12.02098(W)     ADJUSTED  
 AA7564* NAVD 88     -        84.2    (meters)     276.     (feet)  VERTCON   
 AA7564  ___________________________________________________________________
 AA7564  X           -     237,703.094 (meters)                     COMP
 AA7564  Y           -  -5,344,415.683 (meters)                     COMP
 AA7564  Z           -   3,461,402.054 (meters)                     COMP
 AA7564  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 AA7564  ELLIP HEIGHT-          55.00  (meters)          (07/29/02) GPS OBS
 AA7564  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 AA7564
 AA7564  HORZ ORDER  -  FIRST
 AA7564  ELLP ORDER  -  FOURTH    CLASS I
 AA7564
 AA7564.The horizontal coordinates were established by GPS observations
 AA7564.and adjusted by the National Geodetic Survey in August 1995..
 AA7564
 AA7564.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7564.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7564
 AA7564.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7564
 AA7564.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7564
 AA7564.The ellipsoidal height was determined by GPS observations
 AA7564.and is referenced to NAD 83.
 AA7564
 AA7564.The geoid height was determined by GEOID03.
 AA7564
 AA7564;                    North         East     Units Scale Factor Converg.
 AA7564;SPC AL W     -   341,456.306   604,356.388   MT  0.99993357   +0 01 31.7
 AA7564;UTM  16      - 3,660,218.227   457,688.899   MT  0.99962207   -0 14 50.8
 AA7564
 AA7564!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7564!SPC AL W     -   0.99999137  x   0.99993357  =   0.99992494
 AA7564!UTM  16      -   0.99999137  x   0.99962207  =   0.99961344
 AA7564
 AA7564                          SUPERSEDED SURVEY CONTROL
 AA7564
 AA7564  ELLIP H (08/28/95)   55.07   (m)                       GP(       ) 4 1
 AA7564  NGVD 29 (08/28/95)   84.2    (m)          276.     (f) GPS OBS        
 AA7564
 AA7564.Superseded values are not recommended for survey control.
 AA7564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7564.See file dsdata.txt to determine how the superseded data were derived.
 AA7564
 AA7564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5768960218(NAD 83)
 AA7564_MARKER: DD = SURVEY DISK
 AA7564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7564_STAMPING: 63-48 1994
 AA7564_MARK LOGO: ALHD  
 AA7564_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7564+STABILITY: SURFACE MOTION
 AA7564_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7564+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7564
 AA7564  HISTORY     - Date     Condition        Report By
 AA7564  HISTORY     - 1994     MONUMENTED       ALHD
 AA7564
 AA7564                          STATION DESCRIPTION
 AA7564
 AA7564'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7564'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7564'OF U.S. 82, ABOUT 1.40 MI (2.25 KM) NORTHWEST OF DUNCANVILLE AND ABOUT
 AA7564'11.15 MI (17.94 KM) SOUTHEAST OF TUSCALOOSA. TO REACH THE STATION FROM
 AA7564'THE JUNCTION OF U.S. 11 AND U.S. 82 (MILE POST 55.45 ON U.S. 82 AND
 AA7564'MILE POST 82.30 ON U.S. 11) AT A TRAFFIC LIGHT IN THE SOUTH SIDE OF
 AA7564'TUSCALOOSA, DRIVE SOUTHEAST ON U.S. 82 FOR 7.85 MI (12.63 KM) TO MILE
 AA7564'POST 63.30 AND THE STATION ON THE RIGHT. THE STATION IS 5.0 FT (1.5 M)
 AA7564'WEST-S0UTHWEST OF THE CREST OF AN 8 FT (2.4 M) BACKSLOPE, 6.2 FT (1.9
 AA7564'M) EAST-NORTHEAST OF A THREE STRAND BARBED WIRE FENCE ON OLD WOOD
 AA7564'POSTS, 44.5 FT (13.6 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE EAST
 AA7564'BOUND LANES OF U.S. 82, 58.1 FT (17.7 M) NORTH-NORTHWEST OF A
 AA7564'CARSONITE BURIED CABLE MARKER, 96.8 FT (29.5 M) NORTH-NORTHWEST OF
 AA7564'POWER AND CABLE POLE NO. 139 1/2, 115.2 FT (35.1 M) SOUTH-SOUTHEAST OF
 AA7564'POWER AND CABLE POLE NO. 139, 6.5 FT (2.0 M) EAST-NORTHEAST OF A
 AA7564'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-47
 AA7564'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7565 ***********************************************************************
 AA7565  DESIGNATION -  63 49
 AA7565  PID         -  AA7565
 AA7565  STATE/COUNTY-  AL/TUSCALOOSA
 AA7565  USGS QUAD   -  DUNCANVILLE (1983)
 AA7565
 AA7565                         *CURRENT SURVEY CONTROL
 AA7565  ___________________________________________________________________
 AA7565* NAD 83(1992)-  33 07 00.80108(N)    087 28 38.25287(W)     ADJUSTED  
 AA7565* NAVD 88     -       106.8    (meters)     350.     (feet)  VERTCON   
 AA7565  ___________________________________________________________________
 AA7565  X           -     235,370.568 (meters)                     COMP
 AA7565  Y           -  -5,342,285.767 (meters)                     COMP
 AA7565  Z           -   3,464,866.096 (meters)                     COMP
 AA7565  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 AA7565  ELLIP HEIGHT-          77.66  (meters)          (07/29/02) GPS OBS
 AA7565  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 AA7565
 AA7565  HORZ ORDER  -  FIRST
 AA7565  ELLP ORDER  -  FOURTH    CLASS I
 AA7565
 AA7565.The horizontal coordinates were established by GPS observations
 AA7565.and adjusted by the National Geodetic Survey in August 1995..
 AA7565
 AA7565.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7565.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7565
 AA7565.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7565
 AA7565.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7565
 AA7565.The ellipsoidal height was determined by GPS observations
 AA7565.and is referenced to NAD 83.
 AA7565
 AA7565.The geoid height was determined by GEOID03.
 AA7565
 AA7565;                    North         East     Units Scale Factor Converg.
 AA7565;SPC AL W     -   345,575.488   602,119.148   MT  0.99993339   +0 00 44.7
 AA7565;UTM  16      - 3,664,346.743   455,472.003   MT  0.99962445   -0 15 38.8
 AA7565
 AA7565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7565!SPC AL W     -   0.99998781  x   0.99993339  =   0.99992120
 AA7565!UTM  16      -   0.99998781  x   0.99962445  =   0.99961226
 AA7565
 AA7565                          SUPERSEDED SURVEY CONTROL
 AA7565
 AA7565  ELLIP H (08/28/95)   77.72   (m)                       GP(       ) 4 1
 AA7565  NGVD 29 (08/28/95)  106.8    (m)          350.     (f) GPS OBS        
 AA7565
 AA7565.Superseded values are not recommended for survey control.
 AA7565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7565.See file dsdata.txt to determine how the superseded data were derived.
 AA7565
 AA7565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5547264347(NAD 83)
 AA7565_MARKER: DD = SURVEY DISK
 AA7565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7565_STAMPING: 63-49 1994
 AA7565_MARK LOGO: ALHD  
 AA7565_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7565+STABILITY: SURFACE MOTION
 AA7565_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7565+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 AA7565
 AA7565  HISTORY     - Date     Condition        Report By
 AA7565  HISTORY     - 1994     MONUMENTED       ALHD
 AA7565  HISTORY     - 20060130 GOOD             ALHD
 AA7565
 AA7565                          STATION DESCRIPTION
 AA7565
 AA7565'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7565'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7565'OF U.S. 82, ABOUT 4.70 MI (7.56 KM) NORTHWEST OF DUNCANVILLE AND ABOUT
 AA7565'7.85 MI (12.63 KM) SOUTHEAST OF TUSCALOOSA. TO REACH THE STATION FROM
 AA7565'THE JUNCTION OF U.S. 11 AND U.S. 82 (MILE POST 55.45 ON U.S. 82 AND
 AA7565'MILE POST 82.30 ON U.S. 11) AT A TRAFFIC LIGHT IN THE SOUTH SIDE OF
 AA7565'TUSCALOOSA, DRIVE SOUTHEAST ON U.S. 82 FOR 4.95 MI (7.97 KM) TO MILE
 AA7565'POST 60.40 AND THE STATION ON THE RIGHT. THE STATION IS 16.1 FT (4.9
 AA7565'M) SOUTH OF A WATER VALVE, 16.6 FT (5.1 M) SOUTH OF A CARSONITE WATER
 AA7565'VALVE MARKER, 45.0 FT (13.7 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE
 AA7565'EAST BOUND LANES OF U.S. 82, 61.6 FT (18.8 M) NORTHWEST OF TELEPHONE
 AA7565'CABLE CABINET NO. 45 35, 62.0 FT (18.9 M) EAST-SOUTHEAST OF A
 AA7565'CARSONITE BURIED CABLE MARKER, 69.6 FT (21.2 M) SOUTHEAST OF A POWER
 AA7565'AND CABLE POLE, 69.6 FT (21.2 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL
 AA7565'NO. 89 1/3, 71.2 FT (21.7 M) NORTHWEST OF A SHORT POWER SERVICE POLE
 AA7565'AND A CABINET, 73.2 FT (22.3 M) NORTHWEST OF TELEPHONE CABLE CABINET
 AA7565'NO. 89 1/2, 88.0 FT (26.8 M) NORTHWEST OF A TRANSFORMER POWER AND
 AA7565'CABLE POLE, 100.3 FT (30.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF
 AA7565'MONTICELLO DRIVE, 2.7 FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS
 AA7565'POST, AND SET FLUSH WITH THE GROUND. STATION 63-50 1994 MAY BE USED AS
 AA7565'AN AZIMUTH FOR THIS STATION.
 AA7565
 AA7565                          STATION RECOVERY (2006)
 AA7565
 AA7565'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2006 (LWJ)
 AA7565'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2816 ***********************************************************************
 DH2816  DESIGNATION -  63 5
 DH2816  PID         -  DH2816
 DH2816  STATE/COUNTY-  AL/TUSCALOOSA
 DH2816  USGS QUAD   -  LAKE TUSCALOOSA NORTH (1978)
 DH2816
 DH2816                         *CURRENT SURVEY CONTROL
 DH2816  ___________________________________________________________________
 DH2816* NAD 83(1992)-  33 29 17.32148(N)    087 30 12.18932(W)     ADJUSTED  
 DH2816* NAVD 88     -       142.5    (meters)     468.     (feet)  VERTCON   
 DH2816  ___________________________________________________________________
 DH2816  X           -     231,954.074 (meters)                     COMP
 DH2816  Y           -  -5,319,835.887 (meters)                     COMP
 DH2816  Z           -   3,499,300.649 (meters)                     COMP
 DH2816  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 DH2816  ELLIP HEIGHT-         114.01  (meters)          (07/29/02) GPS OBS
 DH2816  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DH2816
 DH2816  HORZ ORDER  -  FIRST
 DH2816  ELLP ORDER  -  FOURTH    CLASS I
 DH2816
 DH2816.The horizontal coordinates were established by GPS observations
 DH2816.and adjusted by the National Geodetic Survey in December 1992..
 DH2816
 DH2816.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2816.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2816
 DH2816.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2816
 DH2816.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2816
 DH2816.The ellipsoidal height was determined by GPS observations
 DH2816.and is referenced to NAD 83.
 DH2816
 DH2816.The geoid height was determined by GEOID03.
 DH2816
 DH2816;                    North         East     Units Scale Factor Converg.
 DH2816;SPC AL W     -   386,748.431   599,685.350   MT  0.99993333   -0 00 06.7
 DH2816;UTM  16      - 3,705,518.203   453,236.200   MT  0.99962696   -0 16 39.9
 DH2816
 DH2816!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2816!SPC AL W     -   0.99998210  x   0.99993333  =   0.99991543
 DH2816!UTM  16      -   0.99998210  x   0.99962696  =   0.99960907
 DH2816
 DH2816                          SUPERSEDED SURVEY CONTROL
 DH2816
 DH2816  ELLIP H (12/04/92)  114.10   (m)                       GP(       ) 4 1
 DH2816  NAD 83(1986)-  33 29 17.32528(N)    087 30 12.19199(W) AD(       ) 1
 DH2816  NGVD 29 (12/04/92)  142.5    (m)          468.     (f) GPS OBS        
 DH2816
 DH2816.Superseded values are not recommended for survey control.
 DH2816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2816.See file dsdata.txt to determine how the superseded data were derived.
 DH2816
 DH2816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5323605518(NAD 83)
 DH2816_MARKER: DD = SURVEY DISK
 DH2816_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2816_SP_SET: CONCRETE POST
 DH2816_STAMPING: 63-5 1991
 DH2816_MARK LOGO: ALHD  
 DH2816_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2816+STABILITY: SURFACE MOTION
 DH2816_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2816+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2816
 DH2816  HISTORY     - Date     Condition        Report By
 DH2816  HISTORY     - 1991     MONUMENTED       ALHD
 DH2816
 DH2816                          STATION DESCRIPTION
 DH2816
 DH2816'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2816'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 DH2816'OF TUSCALOOSA COUNTY ROAD NO. 38, ABOUT 16.42 KM (10.20 MI) EAST-
 DH2816'SOUTHEAST OF NEW LEXINGTON, AND ABOUT 28.49 KM (17.70 MI) NORTH-
 DH2816'NORTHEAST OF NORTHPORT.
 DH2816'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 69 (MILE
 DH2816'POST 149.45 ON ALA 69) IN NORTHPORT, DRIVE NORTH ON ALA 69 FOR 31.54
 DH2816'KM (19.60 MI) TO MILE POST 168.95 AND TUSCALOOSA COUNTY ROAD NO. 38
 DH2816'LEFT AND RIGHT AT WINDHAM SPRINGS, TURN LEFT ON TUSCALOOSA COUNTY
 DH2816'ROAD NO. 38 AND DRIVE WEST FOR 0.64 KM (0.40 MI) TO THE STATION ON
 DH2816'THE LEFT ON TOP OF A SMALL HILL.
 DH2816'THE STATION IS 0.55 M (1.80 FT) NORTH OF A HOG WIRE FENCE WITH TWO
 DH2816'STRANDS OF BARBED WIRE ON WHITE TOP STEEL POSTS, 8.08 M (26.51 FT)
 DH2816'SOUTH OF THE CENTERLINE OF TUSCALOOSA COUNTY ROAD NO. 38, AND 17.68 M
 DH2816'(58.01 FT) EAST OF THE EAST ONE OF TWO CONNECTED WOOD BRACE POSTS IN
 DH2816'THE FENCE LINE AND 2.0 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST.
 DH2816'STATION 63-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7566 ***********************************************************************
 AA7566  DESIGNATION -  63 50
 AA7566  PID         -  AA7566
 AA7566  STATE/COUNTY-  AL/TUSCALOOSA
 AA7566  USGS QUAD   -  COTTONDALE (1983)
 AA7566
 AA7566                         *CURRENT SURVEY CONTROL
 AA7566  ___________________________________________________________________
 AA7566* NAD 83(1992)-  33 07 33.40712(N)    087 29 02.40211(W)     ADJUSTED  
 AA7566* NAVD 88     -        96.8    (meters)     318.     (feet)  VERTCON   
 AA7566  ___________________________________________________________________
 AA7566  X           -     234,720.635 (meters)                     COMP
 AA7566  Y           -  -5,341,756.557 (meters)                     COMP
 AA7566  Z           -   3,465,701.925 (meters)                     COMP
 AA7566  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 AA7566  ELLIP HEIGHT-          67.65  (meters)          (07/29/02) GPS OBS
 AA7566  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 AA7566
 AA7566  HORZ ORDER  -  FIRST
 AA7566  ELLP ORDER  -  FOURTH    CLASS I
 AA7566
 AA7566.The horizontal coordinates were established by GPS observations
 AA7566.and adjusted by the National Geodetic Survey in August 1995..
 AA7566
 AA7566.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7566
 AA7566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7566
 AA7566.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7566
 AA7566.The ellipsoidal height was determined by GPS observations
 AA7566.and is referenced to NAD 83.
 AA7566
 AA7566.The geoid height was determined by GEOID03.
 AA7566
 AA7566;                    North         East     Units Scale Factor Converg.
 AA7566;SPC AL W     -   346,579.813   601,492.969   MT  0.99993336   +0 00 31.5
 AA7566;UTM  16      - 3,665,353.731   454,850.811   MT  0.99962513   -0 15 52.2
 AA7566
 AA7566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7566!SPC AL W     -   0.99998938  x   0.99993336  =   0.99992274
 AA7566!UTM  16      -   0.99998938  x   0.99962513  =   0.99961451
 AA7566
 AA7566                          SUPERSEDED SURVEY CONTROL
 AA7566
 AA7566  ELLIP H (08/28/95)   67.71   (m)                       GP(       ) 4 1
 AA7566  NGVD 29 (08/28/95)   96.7    (m)          317.     (f) GPS OBS        
 AA7566
 AA7566.Superseded values are not recommended for survey control.
 AA7566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7566.See file dsdata.txt to determine how the superseded data were derived.
 AA7566
 AA7566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5485165354(NAD 83)
 AA7566_MARKER: DD = SURVEY DISK
 AA7566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7566_STAMPING: 63-50 1994
 AA7566_MARK LOGO: ALHD  
 AA7566_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7566+STABILITY: SURFACE MOTION
 AA7566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7566+SATELLITE: SATELLITE OBSERVATIONS - January 30, 2006
 AA7566
 AA7566  HISTORY     - Date     Condition        Report By
 AA7566  HISTORY     - 1994     MONUMENTED       ALHD
 AA7566  HISTORY     - 20060130 GOOD             ALHD
 AA7566
 AA7566                          STATION DESCRIPTION
 AA7566
 AA7566'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7566'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTHWEST RIGHT OF
 AA7566'WAY OF U.S. 82, ABOUT 5.10 MI (8.21 KM) NORTHWEST OF DUNCANVILLE AND
 AA7566'ABOUT 7.45 MI (11.99 KM) SOUTHEAST OF TUSCALOOSA. TO REACH THE STATION
 AA7566'FROM THE JUNCTION OF U.S. 11 AND U.S. 82 (MILE POST 55.45 ON U.S. 82
 AA7566'AND MILE POST 82.30 ON U.S. 11) AT A TRAFFIC LIGHT IN THE SOUTH SIDE
 AA7566'OF TUSCALOOSA, DRIVE SOUTHEAST ON U.S. 82 FOR 4.20 MI (6.76 KM) TO
 AA7566'MILE POST 59.65 AND THE STATION ON THE RIGHT. THE STATION IS 40.3 FT
 AA7566'(12.3 M) SOUTHWEST OF THE CENTERLINE OF THE EAST BOUND LANES OF U.S.
 AA7566'82, 86.9 FT (26.5 M) NORTHWEST OF A TUSCALOOSA COUNTY 66 DIRECTIONAL
 AA7566'SIGN, 96.7 FT (29.5 M) NORTH-NORTHWEST OF POWER AND CABLE POLE NO. 79,
 AA7566'144.9 FT (44.2 M) NORTH-NORTHWEST OF POWER AND CABLE POLE NO. 79 1/3,
 AA7566'182.0 FT (55.5 M) NORTH-NORTHWEST OF THE CENTER OF TUSCALOOSA COUNTY
 AA7566'ROAD NO. 66, 223.4 FT (68.1 M) SOUTHEAST OF A TRANSFORMER AND ANGLE
 AA7566'POWER POLE, 225.5 FT (68.7 M) SOUTHEAST OF ANGLE CABLE POLE NO. 78,
 AA7566'2.3 FT (0.7 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7566'WITH THE GROUND. STATION 63-49 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7566'STATION.
 AA7566
 AA7566                          STATION RECOVERY (2006)
 AA7566
 AA7566'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2006 (LWJ)
 AA7566'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7567 ***********************************************************************
 AA7567  DESIGNATION -  63 51
 AA7567  PID         -  AA7567
 AA7567  STATE/COUNTY-  AL/TUSCALOOSA
 AA7567  USGS QUAD   -  PEARSON (1983)
 AA7567
 AA7567                         *CURRENT SURVEY CONTROL
 AA7567  ___________________________________________________________________
 AA7567* NAD 83(1992)-  33 06 19.98272(N)    087 19 56.38583(W)     ADJUSTED  
 AA7567* NAVD 88     -        90.5    (meters)     297.     (feet)  VERTCON   
 AA7567  ___________________________________________________________________
 AA7567  X           -     248,917.560 (meters)                     COMP
 AA7567  Y           -  -5,342,345.660 (meters)                     COMP
 AA7567  Z           -   3,463,803.841 (meters)                     COMP
 AA7567  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 AA7567  ELLIP HEIGHT-          61.29  (meters)          (07/29/02) GPS OBS
 AA7567  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 AA7567
 AA7567  HORZ ORDER  -  FIRST
 AA7567  ELLP ORDER  -  FOURTH    CLASS I
 AA7567
 AA7567.The horizontal coordinates were established by GPS observations
 AA7567.and adjusted by the National Geodetic Survey in August 1995..
 AA7567
 AA7567.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7567.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7567
 AA7567.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7567
 AA7567.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7567
 AA7567.The ellipsoidal height was determined by GPS observations
 AA7567.and is referenced to NAD 83.
 AA7567
 AA7567.The geoid height was determined by GEOID03.
 AA7567
 AA7567;                    North         East     Units Scale Factor Converg.
 AA7567;SPC AL W     -   344,330.344   615,649.638   MT  0.99993635   +0 05 29.7
 AA7567;UTM  16      - 3,663,037.527   468,992.119   MT  0.99961185   -0 10 53.5
 AA7567
 AA7567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7567!SPC AL W     -   0.99999038  x   0.99993635  =   0.99992673
 AA7567!UTM  16      -   0.99999038  x   0.99961185  =   0.99960223
 AA7567
 AA7567:                Primary Azimuth Mark                     Grid Az
 AA7567:SPC AL W     -  63 52                                    029 25 25.3
 AA7567:UTM  16      -  63 52                                    029 41 48.5
 AA7567
 AA7567|---------------------------------------------------------------------|
 AA7567| PID    Reference Object                     Distance      Geod. Az  |
 AA7567|                                                           dddmmss.s |
 AA7567| AA7568 63 52                               441.910 METERS 0293055.0 |
 AA7567|---------------------------------------------------------------------|
 AA7567
 AA7567                          SUPERSEDED SURVEY CONTROL
 AA7567
 AA7567  ELLIP H (08/28/95)   61.35   (m)                       GP(       ) 4 1
 AA7567  NGVD 29 (08/28/95)   90.5    (m)          297.     (f) GPS OBS        
 AA7567
 AA7567.Superseded values are not recommended for survey control.
 AA7567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7567.See file dsdata.txt to determine how the superseded data were derived.
 AA7567
 AA7567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6899263038(NAD 83)
 AA7567_MARKER: DD = SURVEY DISK
 AA7567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7567_STAMPING: 63-51 1994
 AA7567_MARK LOGO: ALHD  
 AA7567_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7567+STABILITY: SURFACE MOTION
 AA7567_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7567+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7567
 AA7567  HISTORY     - Date     Condition        Report By
 AA7567  HISTORY     - 1994     MONUMENTED       ALHD
 AA7567
 AA7567                          STATION DESCRIPTION
 AA7567
 AA7567'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7567'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7567'OF TUSCALOOSA COUNTY ROAD NO. 59, ABOUT 7.15 MI (11.51 KM) NORTHEAST
 AA7567'OF DUNCANVILLE AND ABOUT 10.20 MI (16.41 KM) SOUTH OF BROOKWOOD. TO
 AA7567'REACH THE STATION FROM EXIT 79 ON I-20 AND I-59 (MILE POST 90.35 ON
 AA7567'U.S. 11) DRIVE EAST ON U.S. 11 FOR 3.60 MI (5.79 KM) TO MILE POST
 AA7567'93.95 AND TUSCALOOSA COUNTY ROAD NO. 59 ON THE RIGHT, TURN RIGHT ON
 AA7567'TUSCALOOSA COUNTY ROAD NO. 59 AND DRIVE SOUTHEAST FOR 1.35 MI (2.17
 AA7567'KM) TO A REVERSE Y-INTERSECTION AT COALING CROSSING STORE, BEAR RIGHT
 AA7567'ON TUSCALOOSA COUNTY ROAD NO. 59 AND DRIVE SOUTH FOR 0.25 MI (0.40 KM)
 AA7567'TO A PAVED CROSS ROAD, CONTINUE SOUTHEAST AND SOUTH ON TUSCALOOSA
 AA7567'COUNTY ROAD NO. 59 FOR 3.95 MI (6.36 KM) TO THE STATION ON THE RIGHT.
 AA7567'THE STATION IS 20.5 FT (6.2 M) NORTH-NORTHEAST OF THE NORTH POST OF AN
 AA7567'ALABAMAS GREEN GUARANTEE SIGN, 44.6 FT (13.6 M) WEST-NORTHWEST OF THE
 AA7567'CENTER OF TUSCALOOSA COUNTY ROAD NO. 59, 47.8 FT (14.6 M) NORTH OF
 AA7567'POWER AND CABLE POLE NO. 80, 2.3 FT (0.7 M) SOUTHEAST OF A CARSONITE
 AA7567'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-52 1994 MAY BE
 AA7567'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7568 ***********************************************************************
 AA7568  DESIGNATION -  63 52
 AA7568  PID         -  AA7568
 AA7568  STATE/COUNTY-  AL/TUSCALOOSA
 AA7568  USGS QUAD   -  PEARSON (1983)
 AA7568
 AA7568                         *CURRENT SURVEY CONTROL
 AA7568  ___________________________________________________________________
 AA7568* NAD 83(1992)-  33 06 32.46543(N)    087 19 47.98889(W)     ADJUSTED  
 AA7568* NAVD 88     -        92.4    (meters)     303.     (feet)  VERTCON   
 AA7568  ___________________________________________________________________
 AA7568  X           -     249,125.332 (meters)                     COMP
 AA7568  Y           -  -5,342,127.264 (meters)                     COMP
 AA7568  Z           -   3,464,126.991 (meters)                     COMP
 AA7568  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AA7568  ELLIP HEIGHT-          63.16  (meters)          (07/29/02) GPS OBS
 AA7568  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 AA7568
 AA7568  HORZ ORDER  -  FIRST
 AA7568  ELLP ORDER  -  FOURTH    CLASS I
 AA7568
 AA7568.The horizontal coordinates were established by GPS observations
 AA7568.and adjusted by the National Geodetic Survey in August 1995..
 AA7568
 AA7568.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7568
 AA7568.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7568
 AA7568.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7568
 AA7568.The ellipsoidal height was determined by GPS observations
 AA7568.and is referenced to NAD 83.
 AA7568
 AA7568.The geoid height was determined by GEOID03.
 AA7568
 AA7568;                    North         East     Units Scale Factor Converg.
 AA7568;SPC AL W     -   344,715.229   615,866.719   MT  0.99993644   +0 05 34.3
 AA7568;UTM  16      - 3,663,421.247   469,210.961   MT  0.99961169   -0 10 48.9
 AA7568
 AA7568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7568!SPC AL W     -   0.99999008  x   0.99993644  =   0.99992652
 AA7568!UTM  16      -   0.99999008  x   0.99961169  =   0.99960178
 AA7568
 AA7568:                Primary Azimuth Mark                     Grid Az
 AA7568:SPC AL W     -  63 51                                    209 25 25.2
 AA7568:UTM  16      -  63 51                                    209 41 48.4
 AA7568
 AA7568|---------------------------------------------------------------------|
 AA7568| PID    Reference Object                     Distance      Geod. Az  |
 AA7568|                                                           dddmmss.s |
 AA7568| AA7567 63 51                               441.910 METERS 2093059.5 |
 AA7568|---------------------------------------------------------------------|
 AA7568
 AA7568                          SUPERSEDED SURVEY CONTROL
 AA7568
 AA7568  ELLIP H (08/28/95)   63.22   (m)                       GP(       ) 4 1
 AA7568  NGVD 29 (08/28/95)   92.3    (m)          303.     (f) GPS OBS        
 AA7568
 AA7568.Superseded values are not recommended for survey control.
 AA7568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7568.See file dsdata.txt to determine how the superseded data were derived.
 AA7568
 AA7568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6921163421(NAD 83)
 AA7568_MARKER: DD = SURVEY DISK
 AA7568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7568_STAMPING: 63-52 1994
 AA7568_MARK LOGO: ALHD  
 AA7568_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7568+STABILITY: SURFACE MOTION
 AA7568_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7568+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA7568
 AA7568  HISTORY     - Date     Condition        Report By
 AA7568  HISTORY     - 1994     MONUMENTED       ALHD
 AA7568  HISTORY     - 20040901 GOOD             JCLS
 AA7568
 AA7568                          STATION DESCRIPTION
 AA7568
 AA7568'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7568'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE EAST RIGHT OF WAY
 AA7568'OF TUSCALOOSA COUNTY ROAD NO. 59, ABOUT 7.45 MI (11.99 KM) NORTHEAST
 AA7568'OF DUNCANVILLE AND ABOUT 10.05 MI (16.17 KM) SOUTH OF BROOKWOOD. TO
 AA7568'REACH THE STATION FROM EXIT 79 ON I-20 AND I-59 (MILE POST 90.35 ON
 AA7568'U.S. 11) DRIVE EAST ON U.S. 11 FOR 3.60 MI (5.79 KM) TO MILE POST
 AA7568'93.95 AND TUSCALOOSA COUNTY ROAD NO. 59 ON THE RIGHT, TURN RIGHT ON
 AA7568'TUSCALOOSA COUNTY ROAD NO. 59 AND DRIVE SOUTHEAST FOR 1.35 MI (2.17
 AA7568'KM) TO A REVERSE Y-INTERSECTION AT COALING CROSSING STORE, BEAR RIGHT
 AA7568'ON TUSCALOOSA COUNTY ROAD NO. 59 AND DRIVE SOUTH FOR 0.25 MI (0.40 KM)
 AA7568'TO A PAVED CROSS ROAD, CONTINUE SOUTHEAST AND SOUTH ON TUSCALOOSA
 AA7568'COUNTY ROAD NO. 59 FOR 3.65 MI (5.87 KM) TO THE STATION ON THE LEFT.
 AA7568'THE STATION IS 38.0 FT (11.6 M) EAST-SOUTHEAST OF THE CENTER OF
 AA7568'TUSCALOOSA COUNTY ROAD NO. 59, 91.4 FT (27.9 M) NORTH-NORTHEAST OF
 AA7568'POWER AND CABLE POLE NO. 76, 118.6 FT (36.1 M) SOUTH-SOUTHEAST OF
 AA7568'TRANSFORMER POWER AND CABLE POLE NO. 75 1/2, 143.7 FT (43.8 M)
 AA7568'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL CABINET WITH A
 AA7568'ROTATING PYRAMID, 150.9 FT (46.0 M) WEST-SOUTHWEST OF A POWER SERVICE
 AA7568'AND METER POLE, 202.5 FT (61.7 M) NORTH-NORTHWEST OF THE NORTHWEST
 AA7568'CORNER AND GATE POST OF A CHAIN LINK FENCE AROUND A PIPE LINE VALVE,
 AA7568'209.2 FT (63.8 M) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF A CHAIN
 AA7568'LINK FENCE AROUND A PIPE LINE VALVE, 2.2 FT (0.7 M) NORTHWEST OF A
 AA7568'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-51
 AA7568'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7568
 AA7568                          STATION RECOVERY (2004)
 AA7568
 AA7568'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA7568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7569 ***********************************************************************
 AA7569  DESIGNATION -  63 53
 AA7569  PID         -  AA7569
 AA7569  STATE/COUNTY-  AL/TUSCALOOSA
 AA7569  USGS QUAD   -  COTTONDALE (1983)
 AA7569
 AA7569                         *CURRENT SURVEY CONTROL
 AA7569  ___________________________________________________________________
 AA7569* NAD 83(1992)-  33 12 05.12640(N)    087 28 01.36969(W)     ADJUSTED  
 AA7569* NAVD 88     -        99.1    (meters)     325.     (feet)  VERTCON   
 AA7569  ___________________________________________________________________
 AA7569  X           -     236,098.928 (meters)                     COMP
 AA7569  Y           -  -5,337,114.080 (meters)                     COMP
 AA7569  Z           -   3,472,710.788 (meters)                     COMP
 AA7569  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AA7569  ELLIP HEIGHT-          70.05  (meters)          (07/29/02) GPS OBS
 AA7569  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 AA7569
 AA7569  HORZ ORDER  -  FIRST
 AA7569  ELLP ORDER  -  FOURTH    CLASS I
 AA7569
 AA7569.The horizontal coordinates were established by GPS observations
 AA7569.and adjusted by the National Geodetic Survey in August 1995..
 AA7569
 AA7569.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7569.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7569
 AA7569.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7569
 AA7569.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7569
 AA7569.The ellipsoidal height was determined by GPS observations
 AA7569.and is referenced to NAD 83.
 AA7569
 AA7569.The geoid height was determined by GEOID03.
 AA7569
 AA7569;                    North         East     Units Scale Factor Converg.
 AA7569;SPC AL W     -   354,950.645   603,072.330   MT  0.99993345   +0 01 05.0
 AA7569;UTM  16      - 3,673,714.342   456,469.614   MT  0.99962336   -0 15 20.7
 AA7569
 AA7569!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7569!SPC AL W     -   0.99998900  x   0.99993345  =   0.99992245
 AA7569!UTM  16      -   0.99998900  x   0.99962336  =   0.99961237
 AA7569
 AA7569:                Primary Azimuth Mark                     Grid Az
 AA7569:SPC AL W     -  63 54                                    071 56 52.0
 AA7569:UTM  16      -  63 54                                    072 13 17.7
 AA7569
 AA7569|---------------------------------------------------------------------|
 AA7569| PID    Reference Object                     Distance      Geod. Az  |
 AA7569|                                                           dddmmss.s |
 AA7569| AA7570 63 54                               401.835 METERS 0715757.0 |
 AA7569|---------------------------------------------------------------------|
 AA7569
 AA7569                          SUPERSEDED SURVEY CONTROL
 AA7569
 AA7569  ELLIP H (08/28/95)   70.11   (m)                       GP(       ) 4 1
 AA7569  NGVD 29 (08/28/95)   99.0    (m)          325.     (f) GPS OBS        
 AA7569
 AA7569.Superseded values are not recommended for survey control.
 AA7569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7569.See file dsdata.txt to determine how the superseded data were derived.
 AA7569
 AA7569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5647073714(NAD 83)
 AA7569_MARKER: DD = SURVEY DISK
 AA7569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7569_STAMPING: 63-53 1994
 AA7569_MARK LOGO: ALHD  
 AA7569_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7569+STABILITY: SURFACE MOTION
 AA7569_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7569+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA7569
 AA7569  HISTORY     - Date     Condition        Report By
 AA7569  HISTORY     - 1994     MONUMENTED       ALHD
 AA7569  HISTORY     - 20040901 GOOD             JCLS
 AA7569
 AA7569                          STATION DESCRIPTION
 AA7569
 AA7569'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7569'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7569'OF ALA 216, IN THE EAST SIDE OF TUSCALOOSA. TO REACH THE STATION FROM
 AA7569'THE JUNCTION OF ALA 215 AND ALA 216 (MILE POST 0.00 ON ALA 216 AND
 AA7569'MILE POST 10.60 ON ALA 215) AT A TRAFFIC LIGHT IN THE EAST SIDE OF
 AA7569'TUSCALOOSA, DRIVE EAST ON ALA 216 FOR 0.75 MI (1.21 KM) TO MILE POST
 AA7569'0.75 AND THE STATION ON THE RIGHT. THE STATION IS LOCATED AT THE NORTH
 AA7569'EDGE OF TUSCALOOSA MEMORY GARDEN CEMETARY, 29.0 FT (8.8 M)
 AA7569'SOUTH-SOUTHEAST OF THE CENTERLINE OF ALA 216, 30.2 FT (9.2 M)
 AA7569'WEST-SOUTHWEST OF A BURIED CABLE WARNING SIGN, 65.2 FT (19.9 M)
 AA7569'WEST-SOUTHWEST OF A BROKEN CONCRETE BURIED CABLE MARKER, 70.0 FT (21.3
 AA7569'M) SOUTHWEST OF THE CENTER OF THE INTERSECTION OF ALA 216 AND EAST
 AA7569'FIFTY - THIRD AVENUE, 85.0 FT (25.9 M) NORTH-NORTHEAST OF A MARBLE
 AA7569'CHAIR AND LECTERN, 91.0 FT (27.7 M) WEST-SOUTHWEST OF A POWER LINE GUY
 AA7569'POLE, 1.8 FT (0.5 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA7569'SET FLUSH WITH THE GROUND. STATION 63-54 1994 MAY BE USED AS AN
 AA7569'AZIMUTH FOR THIS STATION.
 AA7569
 AA7569                          STATION RECOVERY (2004)
 AA7569
 AA7569'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA7569'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7570 ***********************************************************************
 AA7570  DESIGNATION -  63 54
 AA7570  PID         -  AA7570
 AA7570  STATE/COUNTY-  AL/TUSCALOOSA
 AA7570  USGS QUAD   -  COTTONDALE (1983)
 AA7570
 AA7570                         *CURRENT SURVEY CONTROL
 AA7570  ___________________________________________________________________
 AA7570* NAD 83(1992)-  33 12 09.16415(N)    087 27 46.61691(W)     ADJUSTED  
 AA7570* NAVD 88     -       100.0    (meters)     328.     (feet)  VERTCON   
 AA7570  ___________________________________________________________________
 AA7570  X           -     236,477.676 (meters)                     COMP
 AA7570  Y           -  -5,337,029.915 (meters)                     COMP
 AA7570  Z           -   3,472,815.390 (meters)                     COMP
 AA7570  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 AA7570  ELLIP HEIGHT-          70.99  (meters)          (07/29/02) GPS OBS
 AA7570  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 AA7570
 AA7570  HORZ ORDER  -  FIRST
 AA7570  ELLP ORDER  -  FOURTH    CLASS I
 AA7570
 AA7570.The horizontal coordinates were established by GPS observations
 AA7570.and adjusted by the National Geodetic Survey in August 1995..
 AA7570
 AA7570.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7570.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7570
 AA7570.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7570
 AA7570.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7570
 AA7570.The ellipsoidal height was determined by GPS observations
 AA7570.and is referenced to NAD 83.
 AA7570
 AA7570.The geoid height was determined by GEOID03.
 AA7570
 AA7570;                    North         East     Units Scale Factor Converg.
 AA7570;SPC AL W     -   355,075.158   603,454.359   MT  0.99993348   +0 01 13.0
 AA7570;UTM  16      - 3,673,836.991   456,852.115   MT  0.99962295   -0 15 12.7
 AA7570
 AA7570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7570!SPC AL W     -   0.99998885  x   0.99993348  =   0.99992234
 AA7570!UTM  16      -   0.99998885  x   0.99962295  =   0.99961181
 AA7570
 AA7570:                Primary Azimuth Mark                     Grid Az
 AA7570:SPC AL W     -  63 53                                    251 56 52.1
 AA7570:UTM  16      -  63 53                                    252 13 17.8
 AA7570
 AA7570|---------------------------------------------------------------------|
 AA7570| PID    Reference Object                     Distance      Geod. Az  |
 AA7570|                                                           dddmmss.s |
 AA7570| AA7569 63 53                               401.835 METERS 2515805.1 |
 AA7570|---------------------------------------------------------------------|
 AA7570
 AA7570                          SUPERSEDED SURVEY CONTROL
 AA7570
 AA7570  ELLIP H (08/28/95)   71.05   (m)                       GP(       ) 4 1
 AA7570  NGVD 29 (08/28/95)  100.0    (m)          328.     (f) GPS OBS        
 AA7570
 AA7570.Superseded values are not recommended for survey control.
 AA7570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7570.See file dsdata.txt to determine how the superseded data were derived.
 AA7570
 AA7570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5685273837(NAD 83)
 AA7570_MARKER: DD = SURVEY DISK
 AA7570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7570_STAMPING: 63-54 1994
 AA7570_MARK LOGO: ALHD  
 AA7570_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7570_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7570+STABILITY: SURFACE MOTION
 AA7570_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7570+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7570
 AA7570  HISTORY     - Date     Condition        Report By
 AA7570  HISTORY     - 1994     MONUMENTED       ALHD
 AA7570
 AA7570                          STATION DESCRIPTION
 AA7570
 AA7570'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7570'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7570'OF ALA 216, IN THE EAST SIDE OF TUSCALOOSA. TO REACH THE STATION FROM
 AA7570'THE JUNCTION OF ALA 215 AND ALA 216 (MILE POST 0.00 ON ALA 216 AND
 AA7570'MILE POST 10.60 ON ALA 215) AT A TRAFFIC LIGHT IN THE EAST SIDE OF
 AA7570'TUSCALOOSA, DRIVE EAST ON ALA 216 FOR 1.00 MI (1.61 KM) TO MILE POST
 AA7570'1.00 AND THE STATION ON THE RIGHT. THE STATION IS LOCATED AT THE NORTH
 AA7570'EDGE OF TUSCALOOSA MEMORY GARDEN CEMETARY, 11.0 FT (3.4 M)
 AA7570'EAST-SOUTHEAST OF MILE POST 1 AND A JCT TUSCALOOSA COUNTY 32 SIGN,
 AA7570'23.2 FT (7.1 M) NORTHEAST OF THE NORTH END OF A JOHNSON HEADSTONE,
 AA7570'29.8 FT (9.1 M) WEST OF THE NORTH END OF A SIMPSON HEADSTONE, 30.4 FT
 AA7570'(9.3 M) SOUTH-SOUTHEAST OF THE CENTER LINE OF ALA 216, 34.8 FT (10.6
 AA7570'M) NORTH-NORTHWEST OF A WILBOURNE HEADSTONE, 1.8 FT (0.5 M)
 AA7570'NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7570'GROUND. STATION 63-53 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7571 ***********************************************************************
 AA7571  DESIGNATION -  63 55
 AA7571  PID         -  AA7571
 AA7571  STATE/COUNTY-  AL/TUSCALOOSA
 AA7571  USGS QUAD   -  COALING (1978)
 AA7571
 AA7571                         *CURRENT SURVEY CONTROL
 AA7571  ___________________________________________________________________
 AA7571* NAD 83(1992)-  33 10 25.08691(N)    087 15 01.50850(W)     ADJUSTED  
 AA7571* NAVD 88     -       148.9    (meters)     489.     (feet)  VERTCON   
 AA7571  ___________________________________________________________________
 AA7571  X           -     256,359.072 (meters)                     COMP
 AA7571  Y           -  -5,337,909.942 (meters)                     COMP
 AA7571  Z           -   3,470,158.700 (meters)                     COMP
 AA7571  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 AA7571  ELLIP HEIGHT-         119.77  (meters)          (07/29/02) GPS OBS
 AA7571  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA7571
 AA7571  HORZ ORDER  -  FIRST
 AA7571  ELLP ORDER  -  FOURTH    CLASS I
 AA7571
 AA7571.The horizontal coordinates were established by GPS observations
 AA7571.and adjusted by the National Geodetic Survey in August 1995..
 AA7571
 AA7571.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7571.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7571
 AA7571.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7571
 AA7571.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7571
 AA7571.The ellipsoidal height was determined by GPS observations
 AA7571.and is referenced to NAD 83.
 AA7571
 AA7571.The geoid height was determined by GEOID03.
 AA7571
 AA7571;                    North         East     Units Scale Factor Converg.
 AA7571;SPC AL W     -   351,896.118   623,276.829   MT  0.99994001   +0 08 11.6
 AA7571;UTM  16      - 3,670,564.351   476,652.796   MT  0.99960672   -0 08 13.3
 AA7571
 AA7571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7571!SPC AL W     -   0.99998120  x   0.99994001  =   0.99992121
 AA7571!UTM  16      -   0.99998120  x   0.99960672  =   0.99958792
 AA7571
 AA7571                          SUPERSEDED SURVEY CONTROL
 AA7571
 AA7571  ELLIP H (08/28/95)  119.83   (m)                       GP(       ) 4 1
 AA7571  NGVD 29 (08/28/95)  148.9    (m)          489.     (f) GPS OBS        
 AA7571
 AA7571.Superseded values are not recommended for survey control.
 AA7571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7571.See file dsdata.txt to determine how the superseded data were derived.
 AA7571
 AA7571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7665370564(NAD 83)
 AA7571_MARKER: DD = SURVEY DISK
 AA7571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7571_STAMPING: 63-55 1994
 AA7571_MARK LOGO: ALHD  
 AA7571_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7571+STABILITY: SURFACE MOTION
 AA7571_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7571+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7571
 AA7571  HISTORY     - Date     Condition        Report By
 AA7571  HISTORY     - 1994     MONUMENTED       ALHD
 AA7571
 AA7571                          STATION DESCRIPTION
 AA7571
 AA7571'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7571'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTH RIGHT OF WAY
 AA7571'OF U.S. 11, ABOUT 1.05 MI (1.69 KM) WEST OF VANCE AND ABOUT 8.10 MI
 AA7571'(13.04 KM) SOUTHWEST OF RICKEY. TO REACH THE STATION FROM EXIT 79 ON
 AA7571'I-20 AND I-59 (MILE POST 90.35 ON U.S. 11) DRIVE EAST ON U.S. 11 FOR
 AA7571'9.55 MI (15.37 KM) TO MILE POST 99.90 AND THE STATION ON THE LEFT. THE
 AA7571'STATION IS 10.0 FT (3.0 M) NORTH OF THE CREST OF 10 FT (3.0 M)
 AA7571'BACKSLOPE, 66.3 FT (20.2 M) NORTH OF THE CENTERLINE OF U.S. 11, 71.0
 AA7571'FT (21.6 M) EAST-SOUTHEAST OF AN ANGLE POWER POLE WITH ONE GUY WIRE,
 AA7571'88.0 FT (26.8 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 127.0 FT
 AA7571'(38.7 M) EAST OF POWER AND CABLE POLE NO. 219 WITH A REPEATER, 134.9
 AA7571'FT (41.1 M) WEST OF POWER AND CABLE POLE NO. 219 1/2, 2.4 FT (0.7 M)
 AA7571'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7571'STATION 63-56 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7572 ***********************************************************************
 AA7572  DESIGNATION -  63 56
 AA7572  PID         -  AA7572
 AA7572  STATE/COUNTY-  AL/TUSCALOOSA
 AA7572  USGS QUAD   -  WOODSTOCK (1980)
 AA7572
 AA7572                         *CURRENT SURVEY CONTROL
 AA7572  ___________________________________________________________________
 AA7572* NAD 83(1992)-  33 10 26.01768(N)    087 14 25.16893(W)     ADJUSTED  
 AA7572* NAVD 88     -       154.1    (meters)     506.     (feet)  VERTCON   
 AA7572  ___________________________________________________________________
 AA7572  X           -     257,298.949 (meters)                     COMP
 AA7572  Y           -  -5,337,853.319 (meters)                     COMP
 AA7572  Z           -   3,470,185.514 (meters)                     COMP
 AA7572  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AA7572  ELLIP HEIGHT-         124.91  (meters)          (07/29/02) GPS OBS
 AA7572  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 AA7572
 AA7572  HORZ ORDER  -  FIRST
 AA7572  ELLP ORDER  -  FOURTH    CLASS I
 AA7572
 AA7572.The horizontal coordinates were established by GPS observations
 AA7572.and adjusted by the National Geodetic Survey in August 1995..
 AA7572
 AA7572.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7572.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7572
 AA7572.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7572
 AA7572.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7572
 AA7572.The ellipsoidal height was determined by GPS observations
 AA7572.and is referenced to NAD 83.
 AA7572
 AA7572.The geoid height was determined by GEOID03.
 AA7572
 AA7572;                    North         East     Units Scale Factor Converg.
 AA7572;SPC AL W     -   351,927.080   624,218.194   MT  0.99994056   +0 08 31.5
 AA7572;UTM  16      - 3,670,590.809   477,593.984   MT  0.99960619   -0 07 53.4
 AA7572
 AA7572!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7572!SPC AL W     -   0.99998039  x   0.99994056  =   0.99992095
 AA7572!UTM  16      -   0.99998039  x   0.99960619  =   0.99958659
 AA7572
 AA7572                          SUPERSEDED SURVEY CONTROL
 AA7572
 AA7572  ELLIP H (08/28/95)  124.97   (m)                       GP(       ) 4 1
 AA7572  NGVD 29 (08/28/95)  154.0    (m)          505.     (f) GPS OBS        
 AA7572
 AA7572.Superseded values are not recommended for survey control.
 AA7572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7572.See file dsdata.txt to determine how the superseded data were derived.
 AA7572
 AA7572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7759470591(NAD 83)
 AA7572_MARKER: DD = SURVEY DISK
 AA7572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7572_STAMPING: 63-56 1994
 AA7572_MARK LOGO: ALHD  
 AA7572_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7572+STABILITY: SURFACE MOTION
 AA7572_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7572+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7572
 AA7572  HISTORY     - Date     Condition        Report By
 AA7572  HISTORY     - 1994     MONUMENTED       ALHD
 AA7572
 AA7572                          STATION DESCRIPTION
 AA7572
 AA7572'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7572'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7572'OF U.S. 11, IN THE WEST SIDE OF VANCE. TO REACH THE STATION FROM EXIT
 AA7572'79 ON I-20 AND I-59 (MILE POST 90.35 ON U.S. 11) DRIVE EAST ON U.S. 11
 AA7572'FOR 10.15 MI (16.33 KM) TO MILE POST 100.50 AND THE STATION ON THE
 AA7572'RIGHT. THE STATION IS 47.6 FT (14.5 M) SOUTH OF THE CENTERLINE OF U.S.
 AA7572'11, 73.3 FT (22.3 M) NORTH OF THE NORTH RAIL OF A RAILROAD, 83.0 FT
 AA7572'(25.3 M) WEST OF A BURIED CABLE WARNING SIGN, 103.8 FT (31.6 M)
 AA7572'SOUTH-SOUTHEAST OF TRANSFORMER POWER AND CABLE POLE NO. 228 1/2 ACROSS
 AA7572'U.S. 11, 129.7 FT (39.5 M) SOUTHWEST OF A FIRE HYDRANT ACROSS U.S. 11,
 AA7572'24.6 FT (7.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7572'THE GROUND. STATION 63-55 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7572'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7573 ***********************************************************************
 AA7573  DESIGNATION -  63 57
 AA7573  PID         -  AA7573
 AA7573  STATE/COUNTY-  AL/TUSCALOOSA
 AA7573  USGS QUAD   -  ABERNANT (1980)
 AA7573
 AA7573                         *CURRENT SURVEY CONTROL
 AA7573  ___________________________________________________________________
 AA7573* NAD 83(1992)-  33 18 43.59413(N)    087 11 28.19516(W)     ADJUSTED  
 AA7573* NAVD 88     -       162.1    (meters)     532.     (feet)  VERTCON   
 AA7573  ___________________________________________________________________
 AA7573  X           -     261,467.223 (meters)                     COMP
 AA7573  Y           -  -5,329,243.942 (meters)                     COMP
 AA7573  Z           -   3,483,010.986 (meters)                     COMP
 AA7573  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 AA7573  ELLIP HEIGHT-         133.08  (meters)          (07/29/02) GPS OBS
 AA7573  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA7573
 AA7573  HORZ ORDER  -  FIRST
 AA7573  ELLP ORDER  -  FOURTH    CLASS I
 AA7573
 AA7573.The horizontal coordinates were established by GPS observations
 AA7573.and adjusted by the National Geodetic Survey in August 1995..
 AA7573
 AA7573.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7573
 AA7573.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7573
 AA7573.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7573
 AA7573.The ellipsoidal height was determined by GPS observations
 AA7573.and is referenced to NAD 83.
 AA7573
 AA7573.The geoid height was determined by GEOID03.
 AA7573
 AA7573;                    North         East     Units Scale Factor Converg.
 AA7573;SPC AL W     -   367,267.928   628,757.686   MT  0.99994353   +0 10 10.6
 AA7573;UTM  16      - 3,685,904.602   482,205.259   MT  0.99960390   -0 06 18.0
 AA7573
 AA7573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7573!SPC AL W     -   0.99997911  x   0.99994353  =   0.99992264
 AA7573!UTM  16      -   0.99997911  x   0.99960390  =   0.99958302
 AA7573
 AA7573                          SUPERSEDED SURVEY CONTROL
 AA7573
 AA7573  ELLIP H (08/28/95)  133.14   (m)                       GP(       ) 4 1
 AA7573  NGVD 29 (08/28/95)  162.1    (m)          532.     (f) GPS OBS        
 AA7573
 AA7573.Superseded values are not recommended for survey control.
 AA7573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7573.See file dsdata.txt to determine how the superseded data were derived.
 AA7573
 AA7573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8220585905(NAD 83)
 AA7573_MARKER: DD = SURVEY DISK
 AA7573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7573_STAMPING: 63-57 1994
 AA7573_MARK LOGO: ALHD  
 AA7573_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7573+STABILITY: SURFACE MOTION
 AA7573_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7573+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 AA7573
 AA7573  HISTORY     - Date     Condition        Report By
 AA7573  HISTORY     - 1994     MONUMENTED       ALHD
 AA7573  HISTORY     - 20050110 GOOD             ALPCO
 AA7573
 AA7573                          STATION DESCRIPTION
 AA7573
 AA7573'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7573'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7573'OF A PAVED COUNTY ROAD, ABOUT 1.45 MI (2.33 KM) NORTH-NORTHEAST OF
 AA7573'ABERNANT AND ABOUT 5.55 MI (8.93 KM) NORTH-NORTHWEST OF RICKEY. TO
 AA7573'REACH THE STATION FROM THE JUNCTION OF ALA 215 AND ALA 216 (MILE POST
 AA7573'0.00 ON ALA 216 AND MILE POST 10.60 ON ALA 215) AT A TRAFFIC LIGHT IN
 AA7573'THE EAST SIDE OF TUSCALOOSA, DRIVE EAST ON ALA 216 FOR 20.10 MI (32.35
 AA7573'KM) TO MILE POST 20.10 AND TUSCALOOSA COUNTY ROAD NO. 36 ON THE LEFT,
 AA7573'TURN LEFT ON TUSCALOOSA COUNTY ROAD NO. 36 AND DRIVE NORTHWEST AND
 AA7573'WEST FOR 0.45 MI (0.72 KM) TO TUSCALOOSA COUNTY ROAD NO. 36 ON THE
 AA7573'RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 36 AND DRIVE NORTHEAST
 AA7573'FOR 1.35 MI (2.17 KM) TO A PAVED COUNTY ROAD ON THE LEFT AT A DAVIS
 AA7573'CREEK BAPTIST CHURCH SIGN, TURN LEFT ON THE PAVED COUNTY ROAD AND
 AA7573'DRIVE NORTH FOR 0.25 MI (0.40 KM) TO THE STATION ON THE LEFT. THE
 AA7573'STATION IS 29.5 FT (9.0 M) WEST-SOUTHWEST OF THE CENTER OF THE PAVED
 AA7573'COUNTY ROAD, 86.2 FT (26.3 M) SOUTH OF A TELEPHONE CABLE PEDESTAL
 AA7573'ACROSS THE ROAD, 2.3 FT (0.7 M) EAST-NORTHEAST OF A CARSONITE WITNESS
 AA7573'POST, AND SET FLUSH WITH THE GROUND. STATION 63-58 1994 MAY BE USED AS
 AA7573'AN AZIMUTH FOR THIS STATION.
 AA7573
 AA7573                          STATION RECOVERY (2005)
 AA7573
 AA7573'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (CSL)
 AA7573'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7574 ***********************************************************************
 AA7574  DESIGNATION -  63 58
 AA7574  PID         -  AA7574
 AA7574  STATE/COUNTY-  AL/TUSCALOOSA
 AA7574  USGS QUAD   -  ABERNANT (1980)
 AA7574
 AA7574                         *CURRENT SURVEY CONTROL
 AA7574  ___________________________________________________________________
 AA7574* NAD 83(1992)-  33 19 05.85438(N)    087 11 05.15272(W)     ADJUSTED  
 AA7574* NAVD 88     -       172.2    (meters)     565.     (feet)  VERTCON   
 AA7574  ___________________________________________________________________
 AA7574  X           -     262,044.478 (meters)                     COMP
 AA7574  Y           -  -5,328,846.870 (meters)                     COMP
 AA7574  Z           -   3,483,589.622 (meters)                     COMP
 AA7574  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AA7574  ELLIP HEIGHT-         143.14  (meters)          (07/29/02) GPS OBS
 AA7574  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA7574
 AA7574  HORZ ORDER  -  FIRST
 AA7574  ELLP ORDER  -  FOURTH    CLASS I
 AA7574
 AA7574.The horizontal coordinates were established by GPS observations
 AA7574.and adjusted by the National Geodetic Survey in August 1995..
 AA7574
 AA7574.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7574.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7574
 AA7574.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7574
 AA7574.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7574
 AA7574.The ellipsoidal height was determined by GPS observations
 AA7574.and is referenced to NAD 83.
 AA7574
 AA7574.The geoid height was determined by GEOID03.
 AA7574
 AA7574;                    North         East     Units Scale Factor Converg.
 AA7574;SPC AL W     -   367,955.471   629,351.627   MT  0.99994395   +0 10 23.4
 AA7574;UTM  16      - 3,686,589.057   482,802.285   MT  0.99960365   -0 06 05.4
 AA7574
 AA7574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7574!SPC AL W     -   0.99997753  x   0.99994395  =   0.99992148
 AA7574!UTM  16      -   0.99997753  x   0.99960365  =   0.99958119
 AA7574
 AA7574                          SUPERSEDED SURVEY CONTROL
 AA7574
 AA7574  ELLIP H (08/28/95)  143.20   (m)                       GP(       ) 4 1
 AA7574  NGVD 29 (08/28/95)  172.1    (m)          565.     (f) GPS OBS        
 AA7574
 AA7574.Superseded values are not recommended for survey control.
 AA7574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7574.See file dsdata.txt to determine how the superseded data were derived.
 AA7574
 AA7574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8280286589(NAD 83)
 AA7574_MARKER: DD = SURVEY DISK
 AA7574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7574_STAMPING: 63-58 1994
 AA7574_MARK LOGO: ALHD  
 AA7574_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7574+STABILITY: SURFACE MOTION
 AA7574_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7574+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2005
 AA7574
 AA7574  HISTORY     - Date     Condition        Report By
 AA7574  HISTORY     - 1994     MONUMENTED       ALHD
 AA7574  HISTORY     - 20050110 GOOD             ALPCO
 AA7574
 AA7574                          STATION DESCRIPTION
 AA7574
 AA7574'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7574'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7574'OF A PAVED COUNTY ROAD, ABOUT 1.95 MI (3.14 KM) NORTH-NORTHEAST OF
 AA7574'ABERNANT AND ABOUT 5.75 MI (9.25 KM) NORTH-NORTHWEST OF RICKEY. TO
 AA7574'REACH THE STATION FROM THE JUNCTION OF ALA 215 AND ALA 216 (MILE POST
 AA7574'0.00 ON ALA 216 AND MILE POST 10.60 ON ALA 215) AT A TRAFFIC LIGHT IN
 AA7574'THE EAST SIDE OF TUSCALOOSA, DRIVE EAST ON ALA 216 FOR 20.10 MI (32.35
 AA7574'KM) TO MILE POST 20.10 AND TUSCALOOSA COUNTY ROAD NO. 36 ON THE LEFT,
 AA7574'TURN LEFT ON TUSCALOOSA COUNTY ROAD NO. 36 AND DRIVE NORTHWEST AND
 AA7574'WEST FOR 0.45 MI (0.72 KM) TO TUSCALOOSA COUNTY ROAD NO. 36 ON THE
 AA7574'RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY ROAD NO. 36 AND DRIVE NORTHEAST
 AA7574'FOR 1.45 MI (2.33 KM) TO A PAVED COUNTY ROAD ON THE LEFT AT A LIBERTY
 AA7574'BAPTIST CHURCH SIGN, TURN LEFT ON THE PAVED COUNTY ROAD AND DRIVE
 AA7574'NORTH FOR 0.70 MI (1.13 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA7574'22.5 FT (6.9 M) WEST-SOUTHWEST OF THE CENTER OF THE PAVED COUNTY ROAD,
 AA7574'55.0 FT (16.8 M) NORTHEAST OF A FIELD ROAD, 2.2 FT (0.7 M)
 AA7574'EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7574'GROUND. STATION 63-57 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7574
 AA7574                          STATION RECOVERY (2005)
 AA7574
 AA7574'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (CSL)
 AA7574'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7575 ***********************************************************************
 AA7575  DESIGNATION -  63 59
 AA7575  PID         -  AA7575
 AA7575  STATE/COUNTY-  AL/TUSCALOOSA
 AA7575  USGS QUAD   -  BROOKWOOD (1983)
 AA7575
 AA7575                         *CURRENT SURVEY CONTROL
 AA7575  ___________________________________________________________________
 AA7575* NAD 83(1992)-  33 16 36.11684(N)    087 16 21.00003(W)     ADJUSTED  
 AA7575* NAVD 88     -       188.5    (meters)     618.     (feet)  VERTCON   
 AA7575  ___________________________________________________________________
 AA7575  X           -     254,005.433 (meters)                     COMP
 AA7575  Y           -  -5,331,785.283 (meters)                     COMP
 AA7575  Z           -   3,479,742.687 (meters)                     COMP
 AA7575  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 AA7575  ELLIP HEIGHT-         159.49  (meters)          (07/29/02) GPS OBS
 AA7575  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 AA7575
 AA7575  HORZ ORDER  -  FIRST
 AA7575  ELLP ORDER  -  FOURTH    CLASS I
 AA7575
 AA7575.The horizontal coordinates were established by GPS observations
 AA7575.and adjusted by the National Geodetic Survey in August 1995..
 AA7575
 AA7575.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7575.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7575
 AA7575.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7575
 AA7575.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7575
 AA7575.The ellipsoidal height was determined by GPS observations
 AA7575.and is referenced to NAD 83.
 AA7575
 AA7575.The geoid height was determined by GEOID03.
 AA7575
 AA7575;                    North         East     Units Scale Factor Converg.
 AA7575;SPC AL W     -   363,321.357   621,192.604   MT  0.99993887   +0 07 29.4
 AA7575;UTM  16      - 3,681,995.627   474,623.901   MT  0.99960794   -0 08 58.3
 AA7575
 AA7575!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7575!SPC AL W     -   0.99997496  x   0.99993887  =   0.99991383
 AA7575!UTM  16      -   0.99997496  x   0.99960794  =   0.99958291
 AA7575
 AA7575                          SUPERSEDED SURVEY CONTROL
 AA7575
 AA7575  ELLIP H (08/28/95)  159.55   (m)                       GP(       ) 4 1
 AA7575  NGVD 29 (08/28/95)  188.5    (m)          618.     (f) GPS OBS        
 AA7575
 AA7575.Superseded values are not recommended for survey control.
 AA7575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7575.See file dsdata.txt to determine how the superseded data were derived.
 AA7575
 AA7575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7462481996(NAD 83)
 AA7575_MARKER: DD = SURVEY DISK
 AA7575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7575_STAMPING: 63-59 1994
 AA7575_MARK LOGO: ALHD  
 AA7575_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7575+STABILITY: SURFACE MOTION
 AA7575_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7575+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7575
 AA7575  HISTORY     - Date     Condition        Report By
 AA7575  HISTORY     - 1994     MONUMENTED       ALHD
 AA7575
 AA7575                          STATION DESCRIPTION
 AA7575
 AA7575'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7575'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTH RIGHT OF WAY
 AA7575'OF ALA 216, ABOUT 4.30 MI (6.92 KM) WEST-SOUTHWEST OF ABERNANT AND
 AA7575'ABOUT 7.25 MI (11.67 KM) NORTH-NORTHWEST OF VANCE. TO REACH THE
 AA7575'STATION FROM THE JUNCTION OF ALA 215 AND ALA 216 (MILE POST 0.00 ON
 AA7575'ALA 216 AND MILE POST 10.60 ON ALA 215) AT A TRAFFIC LIGHT IN THE EAST
 AA7575'SIDE OF TUSCALOOSA, DRIVE EAST ON ALA 216 FOR 14.85 MI (23.90 KM) TO
 AA7575'MILE POST 14.85 AND THE STATION ON THE LEFT. THE STATION IS 32.4 FT
 AA7575'(9.9 M) NORTH OF THE CENTERLINE OF ALA 216, 45.0 FT (13.7 M)
 AA7575'WEST-NORTHWEST OF A VENDOR DELIVERY DIRECTIONAL SIGN, 77.7 FT (23.7 M)
 AA7575'EAST-SOUTHEAST OF A FLOOD LIGHT POLE, 106.0 FT (32.3 M) EAST-SOUTHEAST
 AA7575'OF A DRUMMOND HAUL ROAD, 149.0 FT (45.4 M) NORTHWEST OF POWER POLE NO.
 AA7575'B 42 WITH THREE TRANSFORMERS ACROSS THE ROAD, 149.0 FT (45.4 M)
 AA7575'NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 332 ACROSS THE ROAD, 2.3
 AA7575'FT (0.7 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7575'WITH THE GROUND. STATION 63-60 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7575'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2817 ***********************************************************************
 DH2817  DESIGNATION -  63 6
 DH2817  PID         -  DH2817
 DH2817  STATE/COUNTY-  AL/TUSCALOOSA
 DH2817  USGS QUAD   -  WINDHAM SPRINGS (1974)
 DH2817
 DH2817                         *CURRENT SURVEY CONTROL
 DH2817  ___________________________________________________________________
 DH2817* NAD 83(1992)-  33 29 05.80866(N)    087 29 49.01452(W)     ADJUSTED  
 DH2817* NAVD 88     -       134.4    (meters)     441.     (feet)  VERTCON   
 DH2817  ___________________________________________________________________
 DH2817  X           -     232,560.034 (meters)                     COMP
 DH2817  Y           -  -5,319,998.596 (meters)                     COMP
 DH2817  Z           -   3,499,000.371 (meters)                     COMP
 DH2817  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DH2817  ELLIP HEIGHT-         105.95  (meters)          (07/29/02) GPS OBS
 DH2817  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DH2817
 DH2817  HORZ ORDER  -  FIRST
 DH2817  ELLP ORDER  -  FOURTH    CLASS I
 DH2817
 DH2817.The horizontal coordinates were established by GPS observations
 DH2817.and adjusted by the National Geodetic Survey in December 1992..
 DH2817
 DH2817.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2817.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2817
 DH2817.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2817
 DH2817.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2817
 DH2817.The ellipsoidal height was determined by GPS observations
 DH2817.and is referenced to NAD 83.
 DH2817
 DH2817.The geoid height was determined by GEOID03.
 DH2817
 DH2817;                    North         East     Units Scale Factor Converg.
 DH2817;SPC AL W     -   386,393.753   600,283.585   MT  0.99993333   +0 00 06.1
 DH2817;UTM  16      - 3,705,160.758   453,832.538   MT  0.99962628   -0 16 27.0
 DH2817
 DH2817!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2817!SPC AL W     -   0.99998337  x   0.99993333  =   0.99991670
 DH2817!UTM  16      -   0.99998337  x   0.99962628  =   0.99960965
 DH2817
 DH2817                          SUPERSEDED SURVEY CONTROL
 DH2817
 DH2817  ELLIP H (12/04/92)  106.04   (m)                       GP(       ) 4 1
 DH2817  NAD 83(1986)-  33 29 05.81246(N)    087 29 49.01718(W) AD(       ) 1
 DH2817  NGVD 29 (12/04/92)  134.4    (m)          441.     (f) GPS OBS        
 DH2817
 DH2817.Superseded values are not recommended for survey control.
 DH2817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2817.See file dsdata.txt to determine how the superseded data were derived.
 DH2817
 DH2817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5383305161(NAD 83)
 DH2817_MARKER: DD = SURVEY DISK
 DH2817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2817_SP_SET: CONCRETE POST
 DH2817_STAMPING: 63-6 1991
 DH2817_MARK LOGO: ALHD  
 DH2817_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2817+STABILITY: SURFACE MOTION
 DH2817_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2817+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1992
 DH2817
 DH2817  HISTORY     - Date     Condition        Report By
 DH2817  HISTORY     - 1991     MONUMENTED       ALHD
 DH2817  HISTORY     - 19920129 GOOD             ALHD
 DH2817
 DH2817                          STATION DESCRIPTION
 DH2817
 DH2817'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2817'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 DH2817'OF ALA 69, ABOUT 17.06 KM (10.60 MI) EAST-SOUTHEAST OF NEW LEXINGTON,
 DH2817'AND ABOUT 28.49 KM (17.70 MI) NORTH-NORTHEAST OF NORTHPORT.
 DH2817'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 69 (MILE
 DH2817'POST 149.45 ON ALA 69) IN NORTHPORT, DRIVE NORTH ON ALA 69 FOR 31.38
 DH2817'KM (19.50 MI) TO MILE POST 168.85 AND THE STATION ON THE LEFT.
 DH2817'THE STATION IS 14.42 M (47.31 FT) WEST-SOUTHWEST OF THE CENTERLINE OF
 DH2817'ALA 69, AND 18.20 M (59.71 FT) SOUTHEAST OF A POWER POLE WITH ONE GUY
 DH2817'WIRE AND 2.1 FT (0.6 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DH2817'STATION 63-5 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2817
 DH2817                          STATION RECOVERY (1992)
 DH2817
 DH2817'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2817'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 DH2817'OF ALA 69, ABOUT 17.06 KM (10.60 MI) EAST-SOUTHEAST OF NEW LEXINGTON,
 DH2817'AND ABOUT 28.49 KM (17.70 MI) NORTH-NORTHEAST OF NORTHPORT.
 DH2817'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 69 (MILE
 DH2817'POST 149.45 ON ALA 69) IN NORTHPORT, DRIVE NORTH ON ALA 69 FOR 31.38
 DH2817'KM (19.50 MI) TO MILE POST 168.85 AND THE STATION ON THE LEFT.
 DH2817'THE STATION IS 14.42 M (47.31 FT) WEST-SOUTHWEST OF THE CENTER LINE OF
 DH2817'ALA 69, AND 18.20 M (59.71 FT) SOUTHEAST OF A POWER POLE WITH ONE GUY
 DH2817'WIRE AND 2.1 FT (0.6 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST.
 DH2817'STATION 63-5 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7576 ***********************************************************************
 AA7576  DESIGNATION -  63 60
 AA7576  PID         -  AA7576
 AA7576  STATE/COUNTY-  AL/TUSCALOOSA
 AA7576  USGS QUAD   -  BROOKWOOD (1983)
 AA7576
 AA7576                         *CURRENT SURVEY CONTROL
 AA7576  ___________________________________________________________________
 AA7576* NAD 83(1992)-  33 16 25.77675(N)    087 15 51.46052(W)     ADJUSTED  
 AA7576* NAVD 88     -       186.0    (meters)     610.     (feet)  VERTCON   
 AA7576  ___________________________________________________________________
 AA7576  X           -     254,777.246 (meters)                     COMP
 AA7576  Y           -  -5,331,921.342 (meters)                     COMP
 AA7576  Z           -   3,479,474.974 (meters)                     COMP
 AA7576  LAPLACE CORR-          -0.69  (seconds)                    DEFLEC99
 AA7576  ELLIP HEIGHT-         156.98  (meters)          (07/29/02) GPS OBS
 AA7576  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 AA7576
 AA7576  HORZ ORDER  -  FIRST
 AA7576  ELLP ORDER  -  FOURTH    CLASS I
 AA7576
 AA7576.The horizontal coordinates were established by GPS observations
 AA7576.and adjusted by the National Geodetic Survey in August 1995..
 AA7576
 AA7576.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7576.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7576
 AA7576.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7576
 AA7576.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7576
 AA7576.The ellipsoidal height was determined by GPS observations
 AA7576.and is referenced to NAD 83.
 AA7576
 AA7576.The geoid height was determined by GEOID03.
 AA7576
 AA7576;                    North         East     Units Scale Factor Converg.
 AA7576;SPC AL W     -   363,004.513   621,957.695   MT  0.99993928   +0 07 45.5
 AA7576;UTM  16      - 3,681,675.230   475,387.213   MT  0.99960747   -0 08 42.0
 AA7576
 AA7576!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7576!SPC AL W     -   0.99997536  x   0.99993928  =   0.99991464
 AA7576!UTM  16      -   0.99997536  x   0.99960747  =   0.99958283
 AA7576
 AA7576                          SUPERSEDED SURVEY CONTROL
 AA7576
 AA7576  ELLIP H (08/28/95)  157.03   (m)                       GP(       ) 4 1
 AA7576  NGVD 29 (08/28/95)  186.0    (m)          610.     (f) GPS OBS        
 AA7576
 AA7576.Superseded values are not recommended for survey control.
 AA7576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7576.See file dsdata.txt to determine how the superseded data were derived.
 AA7576
 AA7576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7538781675(NAD 83)
 AA7576_MARKER: DD = SURVEY DISK
 AA7576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7576_STAMPING: 63-60 1994
 AA7576_MARK LOGO: ALHD  
 AA7576_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7576+STABILITY: SURFACE MOTION
 AA7576_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7576+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7576
 AA7576  HISTORY     - Date     Condition        Report By
 AA7576  HISTORY     - 1994     MONUMENTED       ALHD
 AA7576
 AA7576                          STATION DESCRIPTION
 AA7576
 AA7576'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7576'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7576'OF ALA 216, ABOUT 3.95 MI (6.36 KM) WEST-SOUTHWEST OF ABERNANT AND
 AA7576'ABOUT 6.90 MI (11.10 KM) NORTH-NORTHWEST OF VANCE. TO REACH THE
 AA7576'STATION FROM THE JUNCTION OF ALA 215 AND ALA 216 (MILE POST 0.00 ON
 AA7576'ALA 216 AND MILE POST 10.60 ON ALA 215) AT A TRAFFIC LIGHT IN THE EAST
 AA7576'SIDE OF TUSCALOOSA, DRIVE EAST ON ALA 216 FOR 15.35 MI (24.70 KM) TO
 AA7576'MILE POST 15.35 AND THE STATION ON THE RIGHT. THE STATION IS 64.6 FT
 AA7576'(19.7 M) SOUTH OF THE CENTERLINE OF ALA 216, 73.1 FT (22.3 M)
 AA7576'WEST-SOUTHWEST OF ANGLE AND JUNCTION POWER POLE NO. K 1179 WITH TWO
 AA7576'GUY WIRES AND A GUY POLE, 2.2 FT (0.7 M) NORTH OF A CARSONITE WITNESS
 AA7576'POST, AND SET FLUSH WITH THE GROUND. STATION 63-59 1994 MAY BE USED AS
 AA7576'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7577 ***********************************************************************
 AA7577  DESIGNATION -  63 61
 AA7577  PID         -  AA7577
 AA7577  STATE/COUNTY-  AL/TUSCALOOSA
 AA7577  USGS QUAD   -  BROOKWOOD (1983)
 AA7577
 AA7577                         *CURRENT SURVEY CONTROL
 AA7577  ___________________________________________________________________
 AA7577* NAD 83(1992)-  33 21 11.00821(N)    087 19 59.31672(W)     ADJUSTED  
 AA7577* NAVD 88     -       197.9    (meters)     649.     (feet)  VERTCON   
 AA7577  ___________________________________________________________________
 AA7577  X           -     248,145.911 (meters)                     COMP
 AA7577  Y           -  -5,327,412.507 (meters)                     COMP
 AA7577  Z           -   3,486,825.291 (meters)                     COMP
 AA7577  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AA7577  ELLIP HEIGHT-         168.99  (meters)          (07/29/02) GPS OBS
 AA7577  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AA7577
 AA7577  HORZ ORDER  -  FIRST
 AA7577  ELLP ORDER  -  FOURTH    CLASS I
 AA7577
 AA7577.The horizontal coordinates were established by GPS observations
 AA7577.and adjusted by the National Geodetic Survey in August 1995..
 AA7577
 AA7577.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7577.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7577
 AA7577.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7577
 AA7577.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7577
 AA7577.The ellipsoidal height was determined by GPS observations
 AA7577.and is referenced to NAD 83.
 AA7577
 AA7577.The geoid height was determined by GEOID03.
 AA7577
 AA7577;                    North         East     Units Scale Factor Converg.
 AA7577;SPC AL W     -   371,779.090   615,529.846   MT  0.99993631   +0 05 30.3
 AA7577;UTM  16      - 3,690,477.624   469,003.588   MT  0.99961185   -0 10 59.4
 AA7577
 AA7577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7577!SPC AL W     -   0.99997347  x   0.99993631  =   0.99990978
 AA7577!UTM  16      -   0.99997347  x   0.99961185  =   0.99958533
 AA7577
 AA7577:                Primary Azimuth Mark                     Grid Az
 AA7577:SPC AL W     -  63 62                                    011 28 18.8
 AA7577:UTM  16      -  63 62                                    011 44 48.5
 AA7577
 AA7577|---------------------------------------------------------------------|
 AA7577| PID    Reference Object                     Distance      Geod. Az  |
 AA7577|                                                           dddmmss.s |
 AA7577| AA7578 63 62                               489.416 METERS 0113349.1 |
 AA7577|---------------------------------------------------------------------|
 AA7577
 AA7577                          SUPERSEDED SURVEY CONTROL
 AA7577
 AA7577  ELLIP H (08/28/95)  169.04   (m)                       GP(       ) 4 1
 AA7577  NGVD 29 (08/28/95)  197.8    (m)          649.     (f) GPS OBS        
 AA7577
 AA7577.Superseded values are not recommended for survey control.
 AA7577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7577.See file dsdata.txt to determine how the superseded data were derived.
 AA7577
 AA7577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6900490478(NAD 83)
 AA7577_MARKER: DD = SURVEY DISK
 AA7577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7577_STAMPING: 63-61 1994
 AA7577_MARK LOGO: ALHD  
 AA7577_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7577+STABILITY: SURFACE MOTION
 AA7577_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7577+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7577
 AA7577  HISTORY     - Date     Condition        Report By
 AA7577  HISTORY     - 1994     MONUMENTED       ALHD
 AA7577
 AA7577                          STATION DESCRIPTION
 AA7577
 AA7577'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7577'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 AA7577'OF TUSCALOOSA COUNTY ROAD NO. 59, ABOUT 6.95 MI (11.18 KM) NORTH OF
 AA7577'BROOKWOOD AND ABOUT 16.55 MI (26.63 KM) NORTHEAST OF NORTHPORT. TO
 AA7577'REACH THE STATION FROM THE JUNCTION OF ALA 215 AND ALA 216 (MILE POST
 AA7577'0.00 ON ALA 216 AND MILE POST 10.60 ON ALA 215) AT A TRAFFIC LIGHT IN
 AA7577'THE EAST SIDE OF TUSCALOOSA, DRIVE EAST ON ALA 216 FOR 12.20 MI (19.63
 AA7577'KM) TO MILE POST 12.20 AND TUSCALOOSA COUNTY ROAD NO. 59 ON THE LEFT,
 AA7577'TURN LEFT ON TUSCALOOSA COUNTY ROAD NO. 59 AND DRIVE NORTH FOR 8.30 MI
 AA7577'(13.36 KM) TO THE STATION ON THE LEFT. THE STATION IS 38.2 FT (11.6 M)
 AA7577'WEST OF THE CENTERLINE OF TUSCALOOSA COUNTY ROAD NO. 59, 97.3 FT (29.7
 AA7577'M) SOUTH OF A POWER LINE GUY POLE WITH TWO GUY WIRES, 128.9 FT (39.3
 AA7577'M) SOUTHWEST OF A POWER AND CABLE POLE WITH TWO GUY WIRES ACROSS THE
 AA7577'ROAD, 154.3 FT (47.0 M) NORTH OF A POWER LINE GUY POLE WITH TWO GUY
 AA7577'WIRES, 161.4 FT (49.2 M) NORTHWEST OF A POWER AND CABLE POLE WITH TWO
 AA7577'GUY WIRES ACROSS THE ROAD, 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS
 AA7577'POST, AND SET FLUSH WITH THE GROUND. STATION 63-62 1994 MAY BE USED AS
 AA7577'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7578 ***********************************************************************
 AA7578  DESIGNATION -  63 62
 AA7578  PID         -  AA7578
 AA7578  STATE/COUNTY-  AL/TUSCALOOSA
 AA7578  USGS QUAD   -  BROOKWOOD (1983)
 AA7578
 AA7578                         *CURRENT SURVEY CONTROL
 AA7578  ___________________________________________________________________
 AA7578* NAD 83(1992)-  33 21 26.57148(N)    087 19 55.52209(W)     ADJUSTED  
 AA7578* NAVD 88     -       197.4    (meters)     648.     (feet)  VERTCON   
 AA7578  ___________________________________________________________________
 AA7578  X           -     248,231.628 (meters)                     COMP
 AA7578  Y           -  -5,327,144.178 (meters)                     COMP
 AA7578  Z           -   3,487,225.533 (meters)                     COMP
 AA7578  LAPLACE CORR-          -1.57  (seconds)                    DEFLEC99
 AA7578  ELLIP HEIGHT-         168.50  (meters)          (07/29/02) GPS OBS
 AA7578  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 AA7578
 AA7578  HORZ ORDER  -  FIRST
 AA7578  ELLP ORDER  -  FOURTH    CLASS I
 AA7578
 AA7578.The horizontal coordinates were established by GPS observations
 AA7578.and adjusted by the National Geodetic Survey in August 1995..
 AA7578
 AA7578.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7578.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7578
 AA7578.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7578
 AA7578.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7578
 AA7578.The ellipsoidal height was determined by GPS observations
 AA7578.and is referenced to NAD 83.
 AA7578
 AA7578.The geoid height was determined by GEOID03.
 AA7578
 AA7578;                    North         East     Units Scale Factor Converg.
 AA7578;SPC AL W     -   372,258.699   615,627.178   MT  0.99993634   +0 05 32.4
 AA7578;UTM  16      - 3,690,956.604   469,103.188   MT  0.99961177   -0 10 57.4
 AA7578
 AA7578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7578!SPC AL W     -   0.99997355  x   0.99993634  =   0.99990989
 AA7578!UTM  16      -   0.99997355  x   0.99961177  =   0.99958533
 AA7578
 AA7578:                Primary Azimuth Mark                     Grid Az
 AA7578:SPC AL W     -  63 61                                    191 28 18.8
 AA7578:UTM  16      -  63 61                                    191 44 48.6
 AA7578
 AA7578|---------------------------------------------------------------------|
 AA7578| PID    Reference Object                     Distance      Geod. Az  |
 AA7578|                                                           dddmmss.s |
 AA7578| AA7577 63 61                               489.416 METERS 1913351.2 |
 AA7578|---------------------------------------------------------------------|
 AA7578
 AA7578                          SUPERSEDED SURVEY CONTROL
 AA7578
 AA7578  ELLIP H (08/28/95)  168.55   (m)                       GP(       ) 4 1
 AA7578  NGVD 29 (08/28/95)  197.3    (m)          647.     (f) GPS OBS        
 AA7578
 AA7578.Superseded values are not recommended for survey control.
 AA7578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7578.See file dsdata.txt to determine how the superseded data were derived.
 AA7578
 AA7578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6910390957(NAD 83)
 AA7578_MARKER: DD = SURVEY DISK
 AA7578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7578_STAMPING: 63-62 1994
 AA7578_MARK LOGO: ALHD  
 AA7578_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7578_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7578+STABILITY: SURFACE MOTION
 AA7578_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7578+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7578
 AA7578  HISTORY     - Date     Condition        Report By
 AA7578  HISTORY     - 1994     MONUMENTED       ALHD
 AA7578
 AA7578                          STATION DESCRIPTION
 AA7578
 AA7578'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7578'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE EAST RIGHT OF WAY
 AA7578'OF TUSCALOOSA COUNTY ROAD NO. 59, ABOUT 7.25 MI (11.67 KM) NORTH OF
 AA7578'BROOKWOOD AND ABOUT 16.75 MI (26.96 KM) NORTHEAST OF NORTHPORT. TO
 AA7578'REACH THE STATION FROM THE JUNCTION OF ALA 215 AND ALA 216 (MILE POST
 AA7578'0.00 ON ALA 216 AND MILE POST 10.60 ON ALA 215) AT A TRAFFIC LIGHT IN
 AA7578'THE EAST SIDE OF TUSCALOOSA, DRIVE EAST ON ALA 216 FOR 12.20 MI (19.63
 AA7578'KM) TO MILE POST 12.20 AND TUSCALOOSA COUNTY ROAD NO. 59 ON THE LEFT,
 AA7578'TURN LEFT ON TUSCALOOSA COUNTY ROAD NO. 59 AND DRIVE NORTH FOR 8.60 MI
 AA7578'(13.84 KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED ON TOP
 AA7578'OF A 6 FT (1.8 M) BACKSLOPE, 50.5 FT (15.4 M) EAST OF THE CENTERLINE
 AA7578'OF TUSCALOOSA COUNTY ROAD NO. 59, 104.4 FT (31.8 M) SOUTH OF A POWER
 AA7578'AND CABLE POLE, 2.1 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST,
 AA7578'AND SET FLUSH WITH THE GROUND. STATION 63-61 1994 MAY BE USED AS AN
 AA7578'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7579 ***********************************************************************
 AA7579  DESIGNATION -  63 63
 AA7579  PID         -  AA7579
 AA7579  STATE/COUNTY-  AL/TUSCALOOSA
 AA7579  USGS QUAD   -  BROOKWOOD (1983)
 AA7579
 AA7579                         *CURRENT SURVEY CONTROL
 AA7579  ___________________________________________________________________
 AA7579* NAD 83(1992)-  33 15 29.82503(N)    087 21 34.48383(W)     ADJUSTED  
 AA7579* NAVD 88     -       156.3    (meters)     513.     (feet)  VERTCON   
 AA7579  ___________________________________________________________________
 AA7579  X           -     245,952.200 (meters)                     COMP
 AA7579  Y           -  -5,333,257.397 (meters)                     COMP
 AA7579  Z           -   3,478,017.342 (meters)                     COMP
 AA7579  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 AA7579  ELLIP HEIGHT-         127.26  (meters)          (07/29/02) GPS OBS
 AA7579  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 AA7579
 AA7579  HORZ ORDER  -  FIRST
 AA7579  ELLP ORDER  -  FOURTH    CLASS I
 AA7579
 AA7579.The horizontal coordinates were established by GPS observations
 AA7579.and adjusted by the National Geodetic Survey in August 1995..
 AA7579
 AA7579.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7579.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7579
 AA7579.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7579
 AA7579.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7579
 AA7579.The ellipsoidal height was determined by GPS observations
 AA7579.and is referenced to NAD 83.
 AA7579
 AA7579.The geoid height was determined by GEOID03.
 AA7579
 AA7579;                    North         East     Units Scale Factor Converg.
 AA7579;SPC AL W     -   361,264.875   613,083.573   MT  0.99993544   +0 04 37.2
 AA7579;UTM  16      - 3,679,978.644   466,507.767   MT  0.99961383   -0 11 49.9
 AA7579
 AA7579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7579!SPC AL W     -   0.99998002  x   0.99993544  =   0.99991546
 AA7579!UTM  16      -   0.99998002  x   0.99961383  =   0.99959386
 AA7579
 AA7579                          SUPERSEDED SURVEY CONTROL
 AA7579
 AA7579  ELLIP H (08/28/95)  127.32   (m)                       GP(       ) 4 1
 AA7579  NGVD 29 (08/28/95)  156.2    (m)          512.     (f) GPS OBS        
 AA7579
 AA7579.Superseded values are not recommended for survey control.
 AA7579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7579.See file dsdata.txt to determine how the superseded data were derived.
 AA7579
 AA7579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6650879979(NAD 83)
 AA7579_MARKER: DD = SURVEY DISK
 AA7579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7579_STAMPING: 63-63 1994
 AA7579_MARK LOGO: ALHD  
 AA7579_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7579+STABILITY: SURFACE MOTION
 AA7579_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7579+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7579
 AA7579  HISTORY     - Date     Condition        Report By
 AA7579  HISTORY     - 1994     MONUMENTED       ALHD
 AA7579
 AA7579                          STATION DESCRIPTION
 AA7579
 AA7579'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7579'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7579'OF ALA 216, ABOUT 2.30 MI (3.70 KM) WEST OF BROOKWOOD AND ABOUT 12.60
 AA7579'MI (20.28 KM) EAST-NORTHEAST OF NORTHPORT. TO REACH THE STATION FROM
 AA7579'THE JUNCTION OF ALA 215 AND ALA 216 (MILE POST 0.00 ON ALA 216 AND
 AA7579'MILE POST 10.60 ON ALA 215) AT A TRAFFIC LIGHT IN THE EAST SIDE OF
 AA7579'TUSCALOOSA, DRIVE EAST ON ALA 216 FOR 8.85 MI (14.24 KM) TO MILE POST
 AA7579'8.85 AND THE STATION ON THE RIGHT. THE STATION IS 19.0 FT (5.8 M)
 AA7579'SOUTH OF A POST WITH TWO CLEAR REFLECTORS, 27.0 FT (8.2 M)
 AA7579'EAST-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 44.0 FT (13.4 M)
 AA7579'SOUTH OF THE CENTERLINE OF ALA 216, 65.2 FT (19.9 M) WEST-SOUTHWEST OF
 AA7579'THE WEST END OF A METAL GUARD RAIL SOUTH OF ALA 216, 121.7 FT (37.1 M)
 AA7579'WEST-SOUTHWEST OF A POLICE JURISDICTION SIGN, 2.3 FT (0.7 M) NORTH OF
 AA7579'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 63-64
 AA7579'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7580 ***********************************************************************
 AA7580  DESIGNATION -  63 64
 AA7580  PID         -  AA7580
 AA7580  STATE/COUNTY-  AL/TUSCALOOSA
 AA7580  USGS QUAD   -  BROOKWOOD (1983)
 AA7580
 AA7580                         *CURRENT SURVEY CONTROL
 AA7580  ___________________________________________________________________
 AA7580* NAD 83(1992)-  33 15 31.43925(N)    087 21 06.26229(W)     ADJUSTED  
 AA7580* NAVD 88     -       161.9    (meters)     531.     (feet)  VERTCON   
 AA7580  ___________________________________________________________________
 AA7580  X           -     246,680.863 (meters)                     COMP
 AA7580  Y           -  -5,333,201.195 (meters)                     COMP
 AA7580  Z           -   3,478,062.043 (meters)                     COMP
 AA7580  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 AA7580  ELLIP HEIGHT-         132.94  (meters)          (07/29/02) GPS OBS
 AA7580  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 AA7580
 AA7580  HORZ ORDER  -  FIRST
 AA7580  ELLP ORDER  -  FOURTH    CLASS I
 AA7580
 AA7580.The horizontal coordinates were established by GPS observations
 AA7580.and adjusted by the National Geodetic Survey in August 1995..
 AA7580
 AA7580.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7580
 AA7580.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7580
 AA7580.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7580
 AA7580.The ellipsoidal height was determined by GPS observations
 AA7580.and is referenced to NAD 83.
 AA7580
 AA7580.The geoid height was determined by GEOID03.
 AA7580
 AA7580;                    North         East     Units Scale Factor Converg.
 AA7580;SPC AL W     -   361,315.611   613,813.922   MT  0.99993569   +0 04 52.7
 AA7580;UTM  16      - 3,680,025.870   467,238.115   MT  0.99961323   -0 11 34.5
 AA7580
 AA7580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7580!SPC AL W     -   0.99997913  x   0.99993569  =   0.99991482
 AA7580!UTM  16      -   0.99997913  x   0.99961323  =   0.99959237
 AA7580
 AA7580                          SUPERSEDED SURVEY CONTROL
 AA7580
 AA7580  ELLIP H (08/28/95)  133.00   (m)                       GP(       ) 4 1
 AA7580  NGVD 29 (08/28/95)  161.9    (m)          531.     (f) GPS OBS        
 AA7580
 AA7580.Superseded values are not recommended for survey control.
 AA7580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7580.See file dsdata.txt to determine how the superseded data were derived.
 AA7580
 AA7580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6723880026(NAD 83)
 AA7580_MARKER: DD = SURVEY DISK
 AA7580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7580_STAMPING: 63-64 1994
 AA7580_MARK LOGO: ALHD  
 AA7580_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7580+STABILITY: SURFACE MOTION
 AA7580_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7580+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA7580
 AA7580  HISTORY     - Date     Condition        Report By
 AA7580  HISTORY     - 1994     MONUMENTED       ALHD
 AA7580  HISTORY     - 19980713 GOOD             JCLS
 AA7580  HISTORY     - 20040901 GOOD             JCLS
 AA7580
 AA7580                          STATION DESCRIPTION
 AA7580
 AA7580'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7580'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 AA7580'OF ALA 216, ABOUT 1.90 MI (3.06 KM) WEST OF BROOKWOOD AND ABOUT 13.00
 AA7580'MI (20.92 KM) EAST-NORTHEAST OF NORTHPORT. TO REACH THE STATION FROM
 AA7580'THE JUNCTION OF ALA 215 AND ALA 216 (MILE POST 0.00 ON ALA 216 AND
 AA7580'MILE POST 10.60 ON ALA 215) AT A TRAFFIC LIGHT IN THE EAST SIDE OF
 AA7580'TUSCALOOSA, DRIVE EAST ON ALA 216 FOR 9.35 MI (15.05 KM) TO MILE POST
 AA7580'9.35 AND THE STATION ON THE RIGHT. THE STATION IS LOCATED AT THE CREST
 AA7580'OF A 16 FT (4.9 M) BACKSLOPE, 90.1 FT (27.5 M) SOUTH OF THE CENTERLINE
 AA7580'OF ALA 216, 138.0 FT (42.1 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA7580'161.3 FT (49.2 M) WEST OF A WHITE FOUR BY FOUR-INCH WOOD WATER VALVE
 AA7580'MARKER, 161.9 FT (49.3 M) WEST-NORTHWEST OF AN OFF - WHITE AND TAN
 AA7580'MOBILE HOME, 2.3 FT (0.7 M) NORTH-NORTHWEST OF A CARSONITE WITNESS
 AA7580'POST, AND SET FLUSH WITH THE GROUND. STATION 63-63 1994 MAY BE USED AS
 AA7580'AN AZIMUTH FOR THIS STATION.
 AA7580
 AA7580                          STATION RECOVERY (1998)
 AA7580
 AA7580'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA7580'RECOVERED IN GOOD CONDITION.
 AA7580
 AA7580                          STATION RECOVERY (2004)
 AA7580
 AA7580'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA7580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2818 ***********************************************************************
 DH2818  DESIGNATION -  63 7
 DH2818  PID         -  DH2818
 DH2818  STATE/COUNTY-  AL/TUSCALOOSA
 DH2818  USGS QUAD   -  LAKE NICOL (1974)
 DH2818
 DH2818                         *CURRENT SURVEY CONTROL
 DH2818  ___________________________________________________________________
 DH2818* NAD 83(1992)-  33 16 45.53310(N)    087 26 22.38046(W)     ADJUSTED  
 DH2818* NAVD 88     -       142.4    (meters)     467.     (feet)  VERTCON   
 DH2818  ___________________________________________________________________
 DH2818  X           -     238,450.328 (meters)                     COMP
 DH2818  Y           -  -5,332,305.744 (meters)                     COMP
 DH2818  Z           -   3,479,959.973 (meters)                     COMP
 DH2818  LAPLACE CORR-          -1.35  (seconds)                    DEFLEC99
 DH2818  ELLIP HEIGHT-         113.48  (meters)          (07/29/02) GPS OBS
 DH2818  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH2818
 DH2818  HORZ ORDER  -  FIRST
 DH2818  ELLP ORDER  -  FOURTH    CLASS I
 DH2818
 DH2818.The horizontal coordinates were established by GPS observations
 DH2818.and adjusted by the National Geodetic Survey in December 1992..
 DH2818
 DH2818.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2818.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2818
 DH2818.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2818
 DH2818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2818
 DH2818.The ellipsoidal height was determined by GPS observations
 DH2818.and is referenced to NAD 83.
 DH2818
 DH2818.The geoid height was determined by GEOID03.
 DH2818
 DH2818;                    North         East     Units Scale Factor Converg.
 DH2818;SPC AL W     -   363,589.980   605,630.993   MT  0.99993372   +0 01 59.4
 DH2818;UTM  16      - 3,682,338.651   459,068.764   MT  0.99962066   -0 14 28.3
 DH2818
 DH2818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2818!SPC AL W     -   0.99998218  x   0.99993372  =   0.99991591
 DH2818!UTM  16      -   0.99998218  x   0.99962066  =   0.99960285
 DH2818
 DH2818                          SUPERSEDED SURVEY CONTROL
 DH2818
 DH2818  ELLIP H (12/04/92)  113.57   (m)                       GP(       ) 4 1
 DH2818  NAD 83(1986)-  33 16 45.53780(N)    087 26 22.38388(W) AD(       ) 1
 DH2818  NGVD 29 (12/04/92)  142.4    (m)          467.     (f) GPS OBS        
 DH2818
 DH2818.Superseded values are not recommended for survey control.
 DH2818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2818.See file dsdata.txt to determine how the superseded data were derived.
 DH2818
 DH2818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5906982339(NAD 83)
 DH2818_MARKER: DD = SURVEY DISK
 DH2818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2818_SP_SET: CONCRETE POST
 DH2818_STAMPING: 63-7 1991
 DH2818_MARK LOGO: ALHD  
 DH2818_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2818+STABILITY: SURFACE MOTION
 DH2818_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2818+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2818
 DH2818  HISTORY     - Date     Condition        Report By
 DH2818  HISTORY     - 1991     MONUMENTED       ALHD
 DH2818
 DH2818                          STATION DESCRIPTION
 DH2818
 DH2818'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2818'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE EAST RIGHT OF WAY
 DH2818'OF TUSCALOOSA COUNTY ROAD NO. 89, ABOUT 11.27 KM (7.00 MI) WEST-
 DH2818'NORTHWEST OF BROOKWOOD AND ABOUT 13.68 KM (8.50 MI) EAST-NORTHEAST OF
 DH2818'NORTHPORT.
 DH2818'TO REACH THE STATION FROM THE JUNCTION OF THE U. S. 11 BYPASS AND U.
 DH2818'S. 82 (MILE POST 55.50 ON U. S. 82) DRIVE NORTH ON U. S. 82
 DH2818'(MCFARLAND BOULEVARD) FOR 7.00 KM (4.35 MI) TO MILE POST 51.15 AND
 DH2818'TUSCALOOSA COUNTY ROAD NO. 30 (RICE MINE ROAD) LEFT AND RIGHT, TURN
 DH2818'RIGHT ON TUSCALOOSA COUNTY ROAD NO. 30 (RICE MINE ROAD) AND DRIVE
 DH2818'EAST AND NORTH FOR 4.91 KM (3.05 MI) TO A REVERSE Y-INTERSECTION WITH
 DH2818'TUSCALOOSA COUNTY ROAD NO. 87 (NEW WATERMELLON ROAD) ON THE RIGHT,
 DH2818'TURN SHARP RIGHT ON TUSCALOOSA COUNTY ROAD NO. 87 (NEW WATERMELLON
 DH2818'ROAD) AND DRIVE NORTHWEST AND NORTH 5.63 KM (3.50 MI) TO A REVERSE Y-
 DH2818'INTERSECTION WITH TUSCALOOSA COUNTY ROAD NO. 42 ON THE RIGHT AT A
 DH2818'STAND PIPE, TURN SHARP RIGHT ON TUSCALOOSA COUNTY ROAD NO. 42 AND
 DH2818'DRIVE WESTERLY 5.55 KM (3.45 MI) TO A T-INTERSECTION WITH TUSCALOOSA
 DH2818'COUNTY ROAD NO. 89 LEFT AND RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY
 DH2818'ROAD NO. 89 AND DRIVE SOUTH 3.22 KM (2.00 MI) TO A PAVED ROAD LEFT TO
 DH2818'DEERLICK CREEK PARK, CONTINUE SOUTH ON TUSCALOOSA COUNTY ROAD NO. 89
 DH2818'FOR 0.32 KM (0.20 MI) TO THE STATION ON THE LEFT.
 DH2818'THE STATION IS 10.21 M (33.50 FT) EAST OF THE CENTERLINE OF TUSCALOOSA
 DH2818'COUNTY ROAD NO. 89, AND 42.52 M (139.50 FT) NORTH OF A JUNCTION POWER
 DH2818'POLE WEST OF POLE NO. Q 1267 AND 1.8 FT (0.5 M) WEST OF A CARSONITE
 DH2818'POST.
 DH2818'STATION 63-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2819 ***********************************************************************
 DH2819  DESIGNATION -  63 8
 DH2819  PID         -  DH2819
 DH2819  STATE/COUNTY-  AL/TUSCALOOSA
 DH2819  USGS QUAD   -  LAKE NICOL (1974)
 DH2819
 DH2819                         *CURRENT SURVEY CONTROL
 DH2819  ___________________________________________________________________
 DH2819* NAD 83(1992)-  33 17 08.13891(N)    087 26 23.09678(W)     ADJUSTED  
 DH2819* NAVD 88     -       140.1    (meters)     460.     (feet)  VERTCON   
 DH2819  ___________________________________________________________________
 DH2819  X           -     238,414.651 (meters)                     COMP
 DH2819  Y           -  -5,331,922.832 (meters)                     COMP
 DH2819  Z           -   3,480,540.926 (meters)                     COMP
 DH2819  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 DH2819  ELLIP HEIGHT-         111.17  (meters)          (07/29/02) GPS OBS
 DH2819  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DH2819
 DH2819  HORZ ORDER  -  FIRST
 DH2819  ELLP ORDER  -  FOURTH    CLASS I
 DH2819
 DH2819.The horizontal coordinates were established by GPS observations
 DH2819.and adjusted by the National Geodetic Survey in December 1992..
 DH2819
 DH2819.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2819.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2819
 DH2819.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2819
 DH2819.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2819
 DH2819.The ellipsoidal height was determined by GPS observations
 DH2819.and is referenced to NAD 83.
 DH2819
 DH2819.The geoid height was determined by GEOID03.
 DH2819
 DH2819;                    North         East     Units Scale Factor Converg.
 DH2819;SPC AL W     -   364,286.367   605,612.056   MT  0.99993372   +0 01 59.0
 DH2819;UTM  16      - 3,683,034.903   459,053.168   MT  0.99962067   -0 14 28.8
 DH2819
 DH2819!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2819!SPC AL W     -   0.99998255  x   0.99993372  =   0.99991627
 DH2819!UTM  16      -   0.99998255  x   0.99962067  =   0.99960322
 DH2819
 DH2819                          SUPERSEDED SURVEY CONTROL
 DH2819
 DH2819  ELLIP H (12/04/92)  111.26   (m)                       GP(       ) 4 1
 DH2819  NAD 83(1986)-  33 17 08.14361(N)    087 26 23.10019(W) AD(       ) 1
 DH2819  NGVD 29 (12/04/92)  140.1    (m)          460.     (f) GPS OBS        
 DH2819
 DH2819.Superseded values are not recommended for survey control.
 DH2819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2819.See file dsdata.txt to determine how the superseded data were derived.
 DH2819
 DH2819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5905383035(NAD 83)
 DH2819_MARKER: DD = SURVEY DISK
 DH2819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2819_SP_SET: CONCRETE POST
 DH2819_STAMPING: 63-8 1991
 DH2819_MARK LOGO: ALHD  
 DH2819_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2819+STABILITY: SURFACE MOTION
 DH2819_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2819+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2819
 DH2819  HISTORY     - Date     Condition        Report By
 DH2819  HISTORY     - 1991     MONUMENTED       ALHD
 DH2819
 DH2819                          STATION DESCRIPTION
 DH2819
 DH2819'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2819'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE WEST RIGHT OF WAY
 DH2819'OF TUSCALOOSA COUNTY ROAD NO. 89, ABOUT 11.59 KM (7.20 MI) WEST-
 DH2819'NORTHWEST OF BROOKWOOD AND ABOUT 13.84 KM (8.60 MI) EAST-NORTHEAST OF
 DH2819'NORTHPORT.
 DH2819'TO REACH THE STATION FROM THE JUNCTION OF THE U. S. 11 BYPASS AND U.
 DH2819'S. 82 (MILE POST 55.50 ON U. S. 82) DRIVE NORTH ON U. S. 82
 DH2819'(MCFARLAND BOULEVARD) FOR 7.00 KM (4.35 MI) TO MILE POST 51.15 AND
 DH2819'TUSCALOOSA COUNTY ROAD NO. 30 (RICE MINE ROAD) LEFT AND RIGHT, TURN
 DH2819'RIGHT ON TUSCALOOSA COUNTY ROAD NO. 30 (RICE MINE ROAD) AND DRIVE
 DH2819'EAST AND NORTH FOR 4.91 KM (3.05 MI) TO A REVERSE Y-INTERSECTION WITH
 DH2819'TUSCALOOSA COUNTY ROAD NO. 87 (NEW WATERMELLON ROAD) ON THE RIGHT,
 DH2819'TURN SHARP RIGHT ON TUSCALOOSA COUNTY ROAD NO. 87 (NEW WATERMELLON
 DH2819'ROAD) AND DRIVE NORTHWEST AND NORTH 5.63 KM (3.50 MI) TO A REVERSE Y-
 DH2819'INTERSECTION WITH TUSCALOOSA COUNTY ROAD NO. 42 ON THE RIGHT AT A
 DH2819'STAND PIPE, TURN SHARP RIGHT ON TUSCALOOSA COUNTY ROAD NO. 42 AND
 DH2819'DRIVE WESTERLY 5.55 KM (3.45 MI) TO A T-INTERSECTION WITH TUSCALOOSA
 DH2819'COUNTY ROAD NO. 89 LEFT AND RIGHT, TURN RIGHT ON TUSCALOOSA COUNTY
 DH2819'ROAD NO. 89 AND DRIVE SOUTH 2.82 KM (1.75 MI) TO THE STATION ON THE
 DH2819'RIGHT.
 DH2819'THE STATION IS 9.78 M (32.09 FT) WEST OF THE CENTERLINE OF TUSCALOOSA
 DH2819'COUNTY ROAD NO. 89, 27.98 M (91.80 FT) NORTHWEST OF THE NORTH ORANGE
 DH2819'GUARD POST FOR A PIPELINE MAN HOLE ACROSS TUSCALOOSA COUNTY ROAD NO.
 DH2819'89, AND 31.78 M (104.26 FT) NORTH OF A POWER POLE WITH A POSTED
 DH2819'DEERLICK HUNTING CLUB SIGN AND 1.7 FT (0.5 M) EAST OF A CARSONITE
 DH2819'WITNESS POST.
 DH2819'STATION 63-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2820 ***********************************************************************
 DH2820  DESIGNATION -  63 9
 DH2820  PID         -  DH2820
 DH2820  STATE/COUNTY-  AL/TUSCALOOSA
 DH2820  USGS QUAD   -  COTTONDALE (1983)
 DH2820
 DH2820                         *CURRENT SURVEY CONTROL
 DH2820  ___________________________________________________________________
 DH2820* NAD 83(1992)-  33 10 09.48620(N)    087 22 51.50811(W)     ADJUSTED  
 DH2820* NAVD 88     -       123.9    (meters)     406.     (feet)  VERTCON   
 DH2820  ___________________________________________________________________
 DH2820  X           -     244,206.397 (meters)                     COMP
 DH2820  Y           -  -5,338,722.034 (meters)                     COMP
 DH2820  Z           -   3,469,742.722 (meters)                     COMP
 DH2820  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 DH2820  ELLIP HEIGHT-          94.78  (meters)          (07/29/02) GPS OBS
 DH2820  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2820
 DH2820  HORZ ORDER  -  FIRST
 DH2820  ELLP ORDER  -  FOURTH    CLASS I
 DH2820
 DH2820.The horizontal coordinates were established by GPS observations
 DH2820.and adjusted by the National Geodetic Survey in December 1992..
 DH2820
 DH2820.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2820.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2820
 DH2820.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2820
 DH2820.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2820
 DH2820.The ellipsoidal height was determined by GPS observations
 DH2820.and is referenced to NAD 83.
 DH2820
 DH2820.The geoid height was determined by GEOID03.
 DH2820
 DH2820;                    North         East     Units Scale Factor Converg.
 DH2820;SPC AL W     -   351,394.097   611,101.288   MT  0.99993485   +0 03 54.4
 DH2820;UTM  16      - 3,670,120.616   464,478.972   MT  0.99961556   -0 12 30.4
 DH2820
 DH2820!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2820!SPC AL W     -   0.99998512  x   0.99993485  =   0.99991997
 DH2820!UTM  16      -   0.99998512  x   0.99961556  =   0.99960069
 DH2820
 DH2820:                Primary Azimuth Mark                     Grid Az
 DH2820:SPC AL W     -  63 10                                    080 05 22.4
 DH2820:UTM  16      -  63 10                                    080 21 47.2
 DH2820
 DH2820|---------------------------------------------------------------------|
 DH2820| PID    Reference Object                     Distance      Geod. Az  |
 DH2820|                                                           dddmmss.s |
 DH2820| DH2821 63 10                               434.919 METERS 0800916.8 |
 DH2820|---------------------------------------------------------------------|
 DH2820
 DH2820                          SUPERSEDED SURVEY CONTROL
 DH2820
 DH2820  ELLIP H (12/04/92)   94.86   (m)                       GP(       ) 4 1
 DH2820  NAD 83(1986)-  33 10 09.49196(N)    087 22 51.51113(W) AD(       ) 1
 DH2820  NGVD 29 (12/04/92)  123.8    (m)          406.     (f) GPS OBS        
 DH2820
 DH2820.Superseded values are not recommended for survey control.
 DH2820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2820.See file dsdata.txt to determine how the superseded data were derived.
 DH2820
 DH2820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6447970121(NAD 83)
 DH2820_MARKER: DD = SURVEY DISK
 DH2820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2820_SP_SET: CONCRETE POST
 DH2820_STAMPING: 63-9 1991
 DH2820_MARK LOGO: ALHD  
 DH2820_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2820+STABILITY: SURFACE MOTION
 DH2820_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2820+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DH2820
 DH2820  HISTORY     - Date     Condition        Report By
 DH2820  HISTORY     - 1991     MONUMENTED       ALHD
 DH2820
 DH2820                          STATION DESCRIPTION
 DH2820
 DH2820'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH2820'THE STATION IS LOCATED IN TUSCALOOSA COUNTY ON THE NORTH RIGHT OF WAY
 DH2820'OF U. S. 11, ABOUT 10.94 KM (6.80 MI) SOUTHWEST OF BROOKWOOD, AND
 DH2820'ABOUT 18.02 KM (11.20 MI) EAST-SOUTHEAST OF TUSCALOOSA.
 DH2820'TO REACH THE STATION FROM THE I-20 AND I-59 EXIT 79 (MILE POST 90.40
 DH2820'ON U. S. 11), DRIVE EAST ON U. S. 11 FOR 2.74 KM (1.70 MI) TO MILE
 DH2820'POST 92.10 AND THE STATION ON THE LEFT.
 DH2820'THE STATION IS 2.56 M (8.40 FT) NORTHEAST OF A TWO FOOT STEEL SIGN
 DH2820'POST, 13.35 M (43.80 FT) WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A
 DH2820'CONCRETE GAS PUMP ISLAND AT AN ABANDONED SERVICE STATION, 14.66 M
 DH2820'(48.10 FT) NORTH-NORTHWEST OF THE CENTERLINE OF U. S. 11, 20.27 M
 DH2820'(66.50 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A FIVE FOOT CHAIN
 DH2820'LINK FENCE AROUND A DOWDLE GAS TANK, AND 24.23 M (79.49 FT)
 DH2820'EAST-SOUTHEAST OF THE SOUTHWEST CORNER OF A FIVE FOOT CHAIN LINK FENCE
 DH2820'AROUND A DOWDLE GAS TANK AND 1.4 FT (0.4 M) SOUTH-SOUTHEAST OF A
 DH2820'CARSONITE WITNESS POST.
 DH2820'STATION 63-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0603 ***********************************************************************
 CM0603  DESIGNATION -  635 A
 CM0603  PID         -  CM0603
 CM0603  STATE/COUNTY-  AL/CHAMBERS
 CM0603  USGS QUAD   -  LANETT SOUTH (1984)
 CM0603
 CM0603                         *CURRENT SURVEY CONTROL
 CM0603  ___________________________________________________________________
 CM0603* NAD 83(1986)-  32 49 15.     (N)    085 14 09.     (W)     SCALED    
 CM0603* NAVD 88     -       194.185  (meters)     637.09   (feet)  ADJUSTED  
 CM0603  ___________________________________________________________________
 CM0603  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CM0603  DYNAMIC HT  -         193.957 (meters)     636.34  (feet)  COMP
 CM0603  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 CM0603
 CM0603  VERT ORDER  -  SECOND    CLASS 0
 CM0603
 CM0603.The horizontal coordinates were scaled from a topographic map and have
 CM0603.an estimated accuracy of +/- 6 seconds.
 CM0603
 CM0603.The orthometric height was determined by differential leveling
 CM0603.and adjusted by the National Geodetic Survey in June 1991..
 CM0603
 CM0603.The geoid height was determined by GEOID03.
 CM0603
 CM0603.The dynamic height is computed by dividing the NAVD 88
 CM0603.geopotential number by the normal gravity value computed on the
 CM0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0603.degrees latitude (g = 980.6199 gals.).
 CM0603
 CM0603.The modeled gravity was interpolated from observed gravity values.
 CM0603
 CM0603;                    North         East    Units  Estimated Accuracy
 CM0603;SPC AL E     -   257,480.      255,950.      MT  (+/- 180 meters Scaled)
 CM0603
 CM0603                          SUPERSEDED SURVEY CONTROL
 CM0603
 CM0603  NGVD 29 (??/??/92)  194.162  (m)          637.01   (f) ADJ UNCH    2 0
 CM0603
 CM0603.Superseded values are not recommended for survey control.
 CM0603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0603.See file dsdata.txt to determine how the superseded data were derived.
 CM0603
 CM0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB651328(NAD 83)
 CM0603_MARKER: P = PIPE CAP
 CM0603_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CM0603_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CM0603_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0603
 CM0603  HISTORY     - Date     Condition        Report By
 CM0603  HISTORY     - UNK      MONUMENTED       USGS
 CM0603
 CM0603                          STATION DESCRIPTION
 CM0603
 CM0603'DESCRIBED BY US GEOLOGICAL SURVEY UNK
 CM0603'5.2 MI NE FROM CUSSETA.
 CM0603'U.S. GEOLOGICAL SURVEY MARK 635 IS LOCATED 5.2 MILES NORTHEAST
 CM0603'OF THE RWY. STATION AT CUSSETA, 32 FT. SOUTHWEST OF MILE POST 93,
 CM0603'19 FT. SOUTHEAST OF INTERSECTION OF CENTERLINES OF TRACK AND A
 CM0603'ROAD, 18 FT. SOUTHEAST OF SOUTHEAST RAIL OF TRACK.  IRON POST 8
 CM0603'INCHES HIGH WITH BRONZE CAP.  (THE TOP OF CAP IS BATTERED SO THAT
 CM0603'ON THE 35 OF THE 635 CAN BE READ.)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1403 ***********************************************************************
 BU1403  DESIGNATION -  64
 BU1403  PID         -  BU1403
 BU1403  STATE/COUNTY-  AL/ESCAMBIA
 BU1403  USGS QUAD   -  ATMORE (1986)
 BU1403
 BU1403                         *CURRENT SURVEY CONTROL
 BU1403  ___________________________________________________________________
 BU1403* NAD 83(1986)-  31 01 34.     (N)    087 24 58.     (W)     SCALED    
 BU1403* NAVD 88     -        88.140  (meters)     289.17   (feet)  ADJUSTED  
 BU1403  ___________________________________________________________________
 BU1403  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BU1403  DYNAMIC HT  -          88.028 (meters)     288.81  (feet)  COMP
 BU1403  MODELED GRAV-     979,365.6   (mgal)                       NAVD 88
 BU1403
 BU1403  VERT ORDER  -  FIRST     CLASS II
 BU1403
 BU1403.The horizontal coordinates were scaled from a topographic map and have
 BU1403.an estimated accuracy of +/- 6 seconds.
 BU1403
 BU1403.The orthometric height was determined by differential leveling
 BU1403.and adjusted by the National Geodetic Survey in June 1991..
 BU1403
 BU1403.The geoid height was determined by GEOID03.
 BU1403
 BU1403.The dynamic height is computed by dividing the NAVD 88
 BU1403.geopotential number by the normal gravity value computed on the
 BU1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1403.degrees latitude (g = 980.6199 gals.).
 BU1403
 BU1403.The modeled gravity was interpolated from observed gravity values.
 BU1403
 BU1403;                    North         East    Units  Estimated Accuracy
 BU1403;SPC AL W     -   113,750.      608,010.      MT  (+/- 180 meters Scaled)
 BU1403
 BU1403                          SUPERSEDED SURVEY CONTROL
 BU1403
 BU1403  NGVD 29 (??/??/92)   88.115  (m)          289.09   (f) ADJ UNCH    1 2
 BU1403
 BU1403.Superseded values are not recommended for survey control.
 BU1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1403.See file dsdata.txt to determine how the superseded data were derived.
 BU1403
 BU1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV602325(NAD 83)
 BU1403_MARKER: DD = SURVEY DISK
 BU1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1403_STAMPING: 64
 BU1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1403+STABILITY: SURFACE MOTION
 BU1403
 BU1403  HISTORY     - Date     Condition        Report By
 BU1403  HISTORY     - UNK      MONUMENTED       ALGS
 BU1403  HISTORY     - 1955     GOOD             NGS
 BU1403
 BU1403                          STATION DESCRIPTION
 BU1403
 BU1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1403'4.55 MI E FROM ATMORE.
 BU1403'4.55 MILES EAST ALONG THE LOUISVILLE AND NASHVLLE RAILROAD FROM THE
 BU1403'STATION AT ATMORE, ABOUT 0.4 MILE WEST OF THE STATION AT CANOE, 122
 BU1403'FEET SOUTH AND ACROSS U.S. HIGHWAY 31 FROM THE SOUTH RAIL, 44 FEET
 BU1403'SOUTH OF CENTER LINE OF HIGHWAY, 169 FEET SOUTHWEST AND ACROSS TRACK
 BU1403'AND HIGHWAY FROM MILE POST 617, 235 FEET WEST OF CENTER LINE OF A
 BU1403'DRIVE SOUTH TO BACHELOR AIRPORT, 7 FEET NORTH OF A FENCE LINE, 14 FEET
 BU1403'WEST-NORTHWEST OF A POWER POLE, ABOUT LEVEL WITH HIGHWAY AND SET IN
 BU1403'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0752 ***********************************************************************
 EF0752  DESIGNATION -  64
 EF0752  PID         -  EF0752
 EF0752  STATE/COUNTY-  AL/LIMESTONE
 EF0752  USGS QUAD   -  CAIRO (1950)
 EF0752
 EF0752                         *CURRENT SURVEY CONTROL
 EF0752  ___________________________________________________________________
 EF0752* NAD 83(1986)-  34 46 21.     (N)    087 13 29.     (W)     SCALED    
 EF0752* NAVD 88     -       167.965  (meters)     551.07   (feet)  POSTED    
 EF0752  ___________________________________________________________________
 EF0752  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EF0752  DYNAMIC HT  -         167.810 (meters)     550.56  (feet)  COMP
 EF0752  MODELED GRAV-     979,702.5   (mgal)                       NAVD 88
 EF0752
 EF0752  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EF0752
 EF0752.The horizontal coordinates were scaled from a topographic map and have
 EF0752.an estimated accuracy of +/- 6 seconds.
 EF0752
 EF0752.The orthometric height was determined by differential leveling
 EF0752.and adjusted by the National Geodetic Survey in 1992..
 EF0752.No vertical observational check was made to the station.
 EF0752.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EF0752.was located on a no-check spur therefore a value was not computed.
 EF0752
 EF0752.The geoid height was determined by GEOID03.
 EF0752
 EF0752.The dynamic height is computed by dividing the NAVD 88
 EF0752.geopotential number by the normal gravity value computed on the
 EF0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0752.degrees latitude (g = 980.6199 gals.).
 EF0752
 EF0752.The modeled gravity was interpolated from observed gravity values.
 EF0752
 EF0752;                    North         East    Units  Estimated Accuracy
 EF0752;SPC AL W     -   529,240.      625,200.      MT  (+/- 180 meters Scaled)
 EF0752
 EF0752                          SUPERSEDED SURVEY CONTROL
 EF0752
 EF0752.No superseded survey control is available for this station.
 EF0752
 EF0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD794478(NAD 83)
 EF0752_MARKER: DD = SURVEY DISK
 EF0752_SETTING: 66 = SET IN ROCK OUTCROP
 EF0752_SP_SET: ROCK OUTCROP
 EF0752_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0752+STABILITY: POSITION/ELEVATION WELL
 EF0752
 EF0752  HISTORY     - Date     Condition        Report By
 EF0752  HISTORY     - UNK      MONUMENTED       USE
 EF0752  HISTORY     - 1933     GOOD             NGS
 EF0752
 EF0752                          STATION DESCRIPTION
 EF0752
 EF0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0752'17 MI NW FROM DECATUR.
 EF0752'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 177,
 EF0752'APPROXIMATELY 2 1/2 MILES UPSTREAM FROM MOUTH OF ELK RIVER.  ACROSS
 EF0752'SLOUGH APPROX 1/2 MILE FROM RIVER BANK.  ON DOWNSTREAM SIDE OF AUNT
 EF0752'LUCY BRANCH.  ON ROCKY POINT UNDER 24 IN. WHITE OAK TREE.  IN OUTCROP
 EF0752'OF MAGNESIAN LIMESTONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2769 ***********************************************************************
 DH2769  DESIGNATION -  64 1
 DH2769  PID         -  DH2769
 DH2769  STATE/COUNTY-  AL/WALKER
 DH2769  USGS QUAD   -  CARBON HILL (1983)
 DH2769
 DH2769                         *CURRENT SURVEY CONTROL
 DH2769  ___________________________________________________________________
 DH2769* NAD 83(1992)-  33 56 38.52546(N)    087 33 14.47482(W)     ADJUSTED  
 DH2769* NAVD 88     -       184.5    (meters)     605.     (feet)  VERTCON   
 DH2769  ___________________________________________________________________
 DH2769  X           -     226,056.242 (meters)                     COMP
 DH2769  Y           -  -5,292,031.627 (meters)                     COMP
 DH2769  Z           -   3,541,386.186 (meters)                     COMP
 DH2769  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 DH2769  ELLIP HEIGHT-         157.21  (meters)          (07/29/02) GPS OBS
 DH2769  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 DH2769
 DH2769  HORZ ORDER  -  FIRST
 DH2769  ELLP ORDER  -  FOURTH    CLASS I
 DH2769
 DH2769.The horizontal coordinates were established by GPS observations
 DH2769.and adjusted by the National Geodetic Survey in December 1992..
 DH2769
 DH2769.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2769.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2769
 DH2769.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2769
 DH2769.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2769
 DH2769.The ellipsoidal height was determined by GPS observations
 DH2769.and is referenced to NAD 83.
 DH2769
 DH2769.The geoid height was determined by GEOID03.
 DH2769
 DH2769;                    North         East     Units Scale Factor Converg.
 DH2769;SPC AL W     -   437,312.443   595,006.364   MT  0.99993364   -0 01 48.6
 DH2769;UTM  16      - 3,756,088.915   448,803.551   MT  0.99963231   -0 18 33.7
 DH2769
 DH2769!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2769!SPC AL W     -   0.99997532  x   0.99993364  =   0.99990896
 DH2769!UTM  16      -   0.99997532  x   0.99963231  =   0.99960764
 DH2769
 DH2769:                Primary Azimuth Mark                     Grid Az
 DH2769:SPC AL W     -  64 2                                     142 42 21.5
 DH2769:UTM  16      -  64 2                                     142 59 06.6
 DH2769
 DH2769|---------------------------------------------------------------------|
 DH2769| PID    Reference Object                     Distance      Geod. Az  |
 DH2769|                                                           dddmmss.s |
 DH2769| DH2771 64 2                                485.974 METERS 1424032.9 |
 DH2769|---------------------------------------------------------------------|
 DH2769
 DH2769                          SUPERSEDED SURVEY CONTROL
 DH2769
 DH2769  ELLIP H (12/04/92)  157.23   (m)                       GP(       ) 4 1
 DH2769  NAD 83(1986)-  33 56 38.53303(N)    087 33 14.47077(W) AD(       ) 1
 DH2769  NGVD 29 (12/04/92)  184.5    (m)          605.     (f) GPS OBS        
 DH2769
 DH2769.Superseded values are not recommended for survey control.
 DH2769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2769.See file dsdata.txt to determine how the superseded data were derived.
 DH2769
 DH2769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4880456089(NAD 83)
 DH2769_MARKER: DD = SURVEY DISK
 DH2769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2769_SP_SET: CONCRETE POST
 DH2769_STAMPING: 64 - 1 1989
 DH2769_MARK LOGO: ALHD  
 DH2769_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2769+STABILITY: SURFACE MOTION
 DH2769_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2769+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 DH2769
 DH2769  HISTORY     - Date     Condition        Report By
 DH2769  HISTORY     - 1989     MONUMENTED       ALHD
 DH2769  HISTORY     - 20030123 GOOD             ALHD
 DH2769
 DH2769                          STATION DESCRIPTION
 DH2769
 DH2769'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2769'THE STATION IS LOCATED IN WALKER COUNTY ON THE SOUTH RIGHT OF WAY OF
 DH2769'WALKER COUNTY ROAD NO. 63, ABOUT 4.8 MI (7.7 KM) NORTHWEST OF CARBON
 DH2769'HILL.
 DH2769'TO REACH THE STATION FROM THE JUNCTION OF U. S. 78 AND N. OAK STREET,
 DH2769'ONE BLOCK WEST OF THE TRAFFIC LIGHT, IN CARBON HILL, DRIVE NORTH ON
 DH2769'N. OAK STREET AND LATER WALKER COUNTY ROAD NO. 63 4.80 MI (7.72 KM)
 DH2769'TO THE STATION ON THE LEFT.
 DH2769'THE STATION IS 32.0 FT (9.8 M) SOUTH OF THE CENTER OF WALKER COUNTY
 DH2769'ROAD NO. 63, 12.6 FT (3.8 M) WEST - NORTHWEST OF TELEPHONE CABLE
 DH2769'PEDESTAL NO PED 73 GR, 12.2 FT (3.7 M) NORTHWEST OF A BOX ON A FOUR
 DH2769'FOOT POST, AND SET FLUSH WITH THE GROUND.
 DH2769'STATION 64 - 2 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2769
 DH2769                          STATION RECOVERY (2003)
 DH2769
 DH2769'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH2769'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2770 ***********************************************************************
 DH2770  DESIGNATION -  64 10
 DH2770  PID         -  DH2770
 DH2770  STATE/COUNTY-  AL/WALKER
 DH2770  USGS QUAD   -  JASPER (1981)
 DH2770
 DH2770                         *CURRENT SURVEY CONTROL
 DH2770  ___________________________________________________________________
 DH2770* NAD 83(1992)-  33 49 44.53749(N)    087 16 38.40846(W)     ADJUSTED  
 DH2770* NAVD 88     -        95.9    (meters)     315.     (feet)  VERTCON   
 DH2770  ___________________________________________________________________
 DH2770  X           -     251,943.390 (meters)                     COMP
 DH2770  Y           -  -5,297,908.296 (meters)                     COMP
 DH2770  Z           -   3,530,747.445 (meters)                     COMP
 DH2770  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DH2770  ELLIP HEIGHT-          68.09  (meters)          (07/29/02) GPS OBS
 DH2770  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DH2770
 DH2770  HORZ ORDER  -  FIRST
 DH2770  ELLP ORDER  -  FOURTH    CLASS I
 DH2770
 DH2770.The horizontal coordinates were established by GPS observations
 DH2770.and adjusted by the National Geodetic Survey in December 1992..
 DH2770
 DH2770.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2770.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2770
 DH2770.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2770
 DH2770.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2770
 DH2770.The ellipsoidal height was determined by GPS observations
 DH2770.and is referenced to NAD 83.
 DH2770
 DH2770.The geoid height was determined by GEOID03.
 DH2770
 DH2770;                    North         East     Units Scale Factor Converg.
 DH2770;SPC AL W     -   424,578.806   620,610.560   MT  0.99993857   +0 07 26.3
 DH2770;UTM  16      - 3,743,234.912   474,337.418   MT  0.99960812   -0 09 15.8
 DH2770
 DH2770!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2770!SPC AL W     -   0.99998931  x   0.99993857  =   0.99992788
 DH2770!UTM  16      -   0.99998931  x   0.99960812  =   0.99959744
 DH2770
 DH2770|---------------------------------------------------------------------|
 DH2770| PID    Reference Object                     Distance      Geod. Az  |
 DH2770|                                                           dddmmss.s |
 DH2770| DH1548 Q 94                                330.089 METERS 31637     |
 DH2770|---------------------------------------------------------------------|
 DH2770
 DH2770                          SUPERSEDED SURVEY CONTROL
 DH2770
 DH2770  ELLIP H (12/04/92)   68.12   (m)                       GP(       ) 4 1
 DH2770  NAD 83(1986)-  33 49 44.54462(N)    087 16 38.40241(W) AD(       ) 1
 DH2770  NGVD 29 (12/04/92)   95.9    (m)          315.     (f) GPS OBS        
 DH2770
 DH2770.Superseded values are not recommended for survey control.
 DH2770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2770.See file dsdata.txt to determine how the superseded data were derived.
 DH2770
 DH2770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7433743235(NAD 83)
 DH2770_MARKER: DD = SURVEY DISK
 DH2770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2770_SP_SET: CONCRETE POST
 DH2770_STAMPING: 64 - 10 1989
 DH2770_MARK LOGO: ALHD  
 DH2770_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2770+STABILITY: SURFACE MOTION
 DH2770_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2770+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 DH2770
 DH2770  HISTORY     - Date     Condition        Report By
 DH2770  HISTORY     - 1989     MONUMENTED       ALHD
 DH2770  HISTORY     - 19900201 GOOD
 DH2770  HISTORY     - 19940816 GOOD             ALHD
 DH2770  HISTORY     - 20031208 GOOD             JCLS
 DH2770
 DH2770                          STATION DESCRIPTION
 DH2770
 DH2770'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2770'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 DH2770'THIRD AVENUE IN JASPER, APPROXIMATELY 500 FT (152.4 M) SOUTHWEST OF
 DH2770'THE U. S. POST OFFICE.
 DH2770'TO REACH THE STATION FROM THE JUNCTION OF ALA 69 SOUTH AND ALA 269
 DH2770'SOUTH IN JASPER, DRIVE EAST ON OLD 69 HIGHWAY 0.25 MI (0.40 KM) ,
 DH2770'CROSSING A RAILROAD TRACK, TO ALBERT RUSSELL WAY RIGHT, TURN RIGHT ON
 DH2770'ALBERT RUSSELL WAY AND DRIVE SOUTHEAST PARALLEL WITH THE RAILROAD
 DH2770'0.15 MI (0.24 KM) TO THIRD AVENUE LEFT AND RIGHT, TURN RIGHT ON THIRD
 DH2770'AVENUE AND DRIVE SOUTH ACROSS THE RAILROAD TRACKS 0.05 MI (0.08 KM)
 DH2770'TO THE STATION ON THE LEFT.
 DH2770'THE STATION IS 24.0 FT (7.3 M) EAST OF THE CENTERLINE OF THIRD AVENUE,
 DH2770'7.5 FT (2.3 M) EAST - SOUTHEAST OF A VENT PIPE, 9.5 FT (2.9 M) EAST -
 DH2770'SOUTHEAST OF A POWER LINE BRACE POLE, 5.0 FT (1.5 M) WEST - NORTHWEST
 DH2770'OF A GUY WIRE ANCHOR, 32.0 FT (9.8 M) SOUTH OF THE SOUTHWEST CORNER
 DH2770'OF A LARGE RAILROAD SIGNAL CONTROL BOX, 55.0 FT (16.8 M) SOUTH -
 DH2770'SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 39.0 FT (11.9 M)
 DH2770'SOUTH - SOUTHWEST OF THE SOUTHWEST RAIL OF A SIDE TRACK, AND SET FLUSH
 DH2770'WITH THE GROUND.
 DH2770'BENCH MARK Q 94 1935 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2770
 DH2770                          STATION RECOVERY (1990)
 DH2770
 DH2770'RECOVERED 1990
 DH2770'RECOVERED IN GOOD CONDITION.
 DH2770
 DH2770                          STATION RECOVERY (1994)
 DH2770
 DH2770'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 DH2770'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 DH2770'THIRD AVENUE IN JASPER, APPROXIMATELY 500 FT (152.4 M) SOUTHWEST OF
 DH2770'THE U.S. POST OFFICE. TO REACH THE STATION FROM THE JUNCTION OF ALA 69
 DH2770'SOUTH AND ALA 269 SOUTH IN JASPER, DRIVE EAST ON OLD 69 HIGHWAY FOR
 DH2770'0.25 MI (0.40 KM) , CROSSING A RAILROAD TRACK, TO ALBERT RUSSELL WAY
 DH2770'RIGHT, TURN RIGHT ON ALBERT RUSSELL WAY AND DRIVE SOUTHEAST PARALLEL
 DH2770'WITH THE RAILROAD FOR 0.15 MI (0.24 KM) TO THIRD AVENUE LEFT AND
 DH2770'RIGHT, TURN RIGHT ON THIRD AVENUE AND DRIVE SOUTH ACROSS THE RAILROAD
 DH2770'TRACKS FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT. THE STATION
 DH2770'IS 24.0 FT (7.3 M) EAST OF THE CENTERLINE OF THIRD AVENUE, 7.5 FT (2.3
 DH2770'M) EAST-SOUTHEAST OF A VENT PIPE, 9.5 FT (2.9 M) EAST-SOUTHEAST OF A
 DH2770'POWER LINE BRACE POLE, 5.0 FT (1.5 M) WEST-NORTHWEST OF A GUY WIRE
 DH2770'ANCHOR, 32.0 FT (9.8 M) SOUTH OF THE SOUTHWEST CORNER OF A LARGE
 DH2770'RAILROAD SIGNAL CONTROL BOX, 55.0 FT (16.8 M) SOUTH-SOUTHWEST OF THE
 DH2770'SOUTHWEST RAIL OF THE MAIN TRACK, 39.0 FT (11.9 M) SOUTH-SOUTHWEST OF
 DH2770'THE SOUTHWEST RAIL OF A SIDE TRACK, AND SET FLUSH WITH THE GROUND. THE
 DH2770'AZIMUTH FOR THIS STATION HAS BEEN DESTROYED.
 DH2770
 DH2770                          STATION RECOVERY (2003)
 DH2770
 DH2770'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 DH2770'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2756 ***********************************************************************
 DH2756  DESIGNATION -  64 11
 DH2756  PID         -  DH2756
 DH2756  STATE/COUNTY-  AL/WALKER
 DH2756  USGS QUAD   -  CORDOVA (1983)
 DH2756
 DH2756                         *CURRENT SURVEY CONTROL
 DH2756  ___________________________________________________________________
 DH2756* NAD 83(1992)-  33 46 39.70507(N)    087 11 42.87492(W)     ADJUSTED  
 DH2756* NAVD 88     -        97.8    (meters)     321.     (feet)  VERTCON   
 DH2756  ___________________________________________________________________
 DH2756  X           -     259,689.006 (meters)                     COMP
 DH2756  Y           -  -5,300,707.799 (meters)                     COMP
 DH2756  Z           -   3,526,016.197 (meters)                     COMP
 DH2756  LAPLACE CORR-          -2.51  (seconds)                    DEFLEC99
 DH2756  ELLIP HEIGHT-          69.77  (meters)          (07/29/02) GPS OBS
 DH2756  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DH2756
 DH2756  HORZ ORDER  -  FIRST
 DH2756  ELLP ORDER  -  FOURTH    CLASS I
 DH2756
 DH2756.The horizontal coordinates were established by GPS observations
 DH2756.and adjusted by the National Geodetic Survey in December 1992..
 DH2756
 DH2756.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2756.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2756
 DH2756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2756
 DH2756.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2756
 DH2756.The ellipsoidal height was determined by GPS observations
 DH2756.and is referenced to NAD 83.
 DH2756
 DH2756.The geoid height was determined by GEOID03.
 DH2756
 DH2756;                    North         East     Units Scale Factor Converg.
 DH2756;SPC AL W     -   418,903.793   628,226.207   MT  0.99994315   +0 10 10.0
 DH2756;UTM  16      - 3,737,524.904   481,922.883   MT  0.99960403   -0 06 30.8
 DH2756
 DH2756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2756!SPC AL W     -   0.99998905  x   0.99994315  =   0.99993220
 DH2756!UTM  16      -   0.99998905  x   0.99960403  =   0.99959308
 DH2756
 DH2756|---------------------------------------------------------------------|
 DH2756| PID    Reference Object                     Distance      Geod. Az  |
 DH2756|                                                           dddmmss.s |
 DH2756| DH2757 64 12                               391.013 METERS 14552     |
 DH2756|---------------------------------------------------------------------|
 DH2756
 DH2756                          SUPERSEDED SURVEY CONTROL
 DH2756
 DH2756  ELLIP H (12/04/92)   69.82   (m)                       GP(       ) 4 1
 DH2756  NAD 83(1986)-  33 46 39.71223(N)    087 11 42.87084(W) AD(       ) 1
 DH2756  NGVD 29 (12/04/92)   97.8    (m)          321.     (f) GPS OBS        
 DH2756
 DH2756.Superseded values are not recommended for survey control.
 DH2756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2756.See file dsdata.txt to determine how the superseded data were derived.
 DH2756
 DH2756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8192337525(NAD 83)
 DH2756_MARKER: DD = SURVEY DISK
 DH2756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2756_SP_SET: CONCRETE POST
 DH2756_STAMPING: 64 - 11 1989
 DH2756_MARK LOGO: ALHD  
 DH2756_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2756+STABILITY: SURFACE MOTION
 DH2756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2756+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1990
 DH2756
 DH2756  HISTORY     - Date     Condition        Report By
 DH2756  HISTORY     - 1989     MONUMENTED       ALHD
 DH2756  HISTORY     - 19900227 GOOD
 DH2756
 DH2756                          STATION DESCRIPTION
 DH2756
 DH2756'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2756'THE STATION IS LOCATED APPROXIMATELY 1.00 MI (1.61 KM) NORTH OF
 DH2756'CORDOVA ON THE WEST RIGHT OF WAY OF WALKER CO. 61.
 DH2756'TO REACH THE STATION FROM THE TRAFFIC LIGHT BETWEEN CORDOVA HIGH
 DH2756'SCHOOL AND CORDOVA NATIONAL GUARD ARMORY IN THE NORTH END OF CORDOVA,
 DH2756'DRIVE NORTH ON WALKER CO. 61 1.00 MI (1.61 KM) TO THE STATION ON THE
 DH2756'LEFT ON A SMALL HILL.
 DH2756'THE STATION IS 32.0 FT (9.8 M) SOUTHWEST OF THE CENTERLINE OF WALKER
 DH2756'CO. 61, 55.0 FT (16.8 M) SOUTHEAST OF TELEPHONE AERIAL CABLE POLE NO.
 DH2756'39 WITH A PUSHER POLE BRACE, 55.0 FT (16.8 M) SOUTHEAST OF THE BOTTOM
 DH2756'OF THE PUSHER POLE, APPROXIMATELY 120 FT (36.6 M) NORTHEAST OF THE
 DH2756'NORTHEAST RAIL OF THE RAILROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE
 DH2756'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2756'STATION 64 - 12 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2756
 DH2756                          STATION RECOVERY (1990)
 DH2756
 DH2756'RECOVERED 1990
 DH2756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2757 ***********************************************************************
 DH2757  DESIGNATION -  64 12
 DH2757  PID         -  DH2757
 DH2757  STATE/COUNTY-  AL/WALKER
 DH2757  USGS QUAD   -  CORDOVA (1983)
 DH2757
 DH2757                         *CURRENT SURVEY CONTROL
 DH2757  ___________________________________________________________________
 DH2757* NAD 83(1992)-  33 46 29.20061(N)    087 11 34.34726(W)     ADJUSTED  
 DH2757* NAVD 88     -        92.71   (meters)     304.2    (feet)  N HEIGHT  
 DH2757  ___________________________________________________________________
 DH2757  X           -     259,916.757 (meters)                     COMP
 DH2757  Y           -  -5,300,872.502 (meters)                     COMP
 DH2757  Z           -   3,525,744.309 (meters)                     COMP
 DH2757  LAPLACE CORR-          -2.56  (seconds)                    DEFLEC99
 DH2757  ELLIP HEIGHT-          64.62  (meters)          (07/29/02) GPS OBS
 DH2757  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DH2757  DYNAMIC HT  -          92.62  (meters)     303.9   (feet)  COMP
 DH2757  MODELED GRAV-     979,605.9   (mgal)                       NAVD 88
 DH2757
 DH2757  HORZ ORDER  -  FIRST
 DH2757  VERT ORDER  -  THIRD
 DH2757  ELLP ORDER  -  FOURTH    CLASS I
 DH2757
 DH2757.The horizontal coordinates were established by GPS observations
 DH2757.and adjusted by the National Geodetic Survey in December 1992..
 DH2757
 DH2757.The orthometric height was determined by differential leveling
 DH2757.and adjusted by the National Geodetic Survey in September 1998..
 DH2757.The height was determined by precise leveling from only one NSRS
 DH2757.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DH2757.allowed ONLY to validate the GPS-derived height.
 DH2757
 DH2757.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2757
 DH2757.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2757
 DH2757.The ellipsoidal height was determined by GPS observations
 DH2757.and is referenced to NAD 83.
 DH2757
 DH2757.The geoid height was determined by GEOID03.
 DH2757
 DH2757.The dynamic height is computed by dividing the NAVD 88
 DH2757.geopotential number by the normal gravity value computed on the
 DH2757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2757.degrees latitude (g = 980.6199 gals.).
 DH2757
 DH2757.The modeled gravity was interpolated from observed gravity values.
 DH2757
 DH2757;                    North         East     Units Scale Factor Converg.
 DH2757;SPC AL W     -   418,580.815   628,446.567   MT  0.99994331   +0 10 14.7
 DH2757;UTM  16      - 3,737,200.971   482,141.599   MT  0.99960393   -0 06 26.0
 DH2757
 DH2757!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2757!SPC AL W     -   0.99998986  x   0.99994331  =   0.99993317
 DH2757!UTM  16      -   0.99998986  x   0.99960393  =   0.99959379
 DH2757
 DH2757|---------------------------------------------------------------------|
 DH2757| PID    Reference Object                     Distance      Geod. Az  |
 DH2757|                                                           dddmmss.s |
 DH2757| DH2756 64 11                               391.013 METERS 32552     |
 DH2757|---------------------------------------------------------------------|
 DH2757
 DH2757                          SUPERSEDED SURVEY CONTROL
 DH2757
 DH2757  ELLIP H (12/04/92)   64.67   (m)                       GP(       ) 4 1
 DH2757  NAD 83(1986)-  33 46 29.20778(N)    087 11 34.34319(W) AD(       ) 1
 DH2757  NGVD 29 (??/??/??)   92.69   (m)          304.1    (f) N HEIGHT    3  
 DH2757
 DH2757.Superseded values are not recommended for survey control.
 DH2757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2757.See file dsdata.txt to determine how the superseded data were derived.
 DH2757
 DH2757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8214237201(NAD 83)
 DH2757_MARKER: DD = SURVEY DISK
 DH2757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2757_SP_SET: CONCRETE POST
 DH2757_STAMPING: 64-12 1989
 DH2757_MARK LOGO: ALHD  
 DH2757_PROJECTION: FLUSH
 DH2757_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2757+STABILITY: SURFACE MOTION
 DH2757_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2757+SATELLITE: SATELLITE OBSERVATIONS - June 26, 1996
 DH2757
 DH2757  HISTORY     - Date     Condition        Report By
 DH2757  HISTORY     - 1989     MONUMENTED       ALHD
 DH2757  HISTORY     - 19900227 GOOD
 DH2757  HISTORY     - 19920514 GOOD             ALHD
 DH2757  HISTORY     - 19960626 GOOD             BROOKS
 DH2757
 DH2757                          STATION DESCRIPTION
 DH2757
 DH2757'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2757'THE STATION IS LOCATED APPROXIMATELY 0.75 MI (1.21 KM) NORTH OF
 DH2757'CORDOVA ON THE WEST RIGHT OF WAY OF THE RAILROAD.
 DH2757'TO REACH THE STATION FROM THE TRAFFIC LIGHT BETWEEN CORDOVA HIGH
 DH2757'SCHOOL AND CORDOVA NATIONAL GUARD ARMORY IN THE NORTH END OF CORDOVA,
 DH2757'DRIVE NORTH ON WALKER CO. 61 0.75 MI (1.21 KM) TO A DRIVEWAY LEFT TO
 DH2757'ALLIED STEEL PRODUCTS, TURN LEFT ON THE DRIVEWAY AND DRIVE WEST
 DH2757'ACROSS THE RAILROAD TRACK 0.05 MI (0.08 KM) TO THE STATION ON THE
 DH2757'RIGHT.
 DH2757'THE STATION IS 95.0 FT (29.0 M) SOUTHWEST OF THE CENTERLINE OF WALKER
 DH2757'CO. 61, 17.2 FT (5.2 M) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 DH2757'RAILROAD, 24.0 FT (7.3 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY,
 DH2757'30.0 FT (9.1 M) WEST-NORTHWEST OF THE CENTER OF THE RAILROAD
 DH2757'CROSSING, 52.0 FT (15.8 M) SOUTHWEST OF THE ALLIED STEEL PRODUCTS
 DH2757'SIGN POST, 6.5 FT (2.0 M) EAST-NORTHEAST OF THE NORTH END OF AN 18
 DH2757'INCH STEEL PIPE UNDER THE DRIVEWAY, 3.0 FT (0.9 M) EAST OF A
 DH2757'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2757'STATION 64 - 11 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2757
 DH2757                          STATION RECOVERY (1990)
 DH2757
 DH2757'RECOVERED 1990
 DH2757'RECOVERED IN GOOD CONDITION.
 DH2757
 DH2757                          STATION RECOVERY (1992)
 DH2757
 DH2757'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2757'THE STATION IS LOCATED APPROXIMATELY 0.75 MI (1.21 KM) NORTH OF
 DH2757'CORDOVA ON THE WEST RIGHT OF WAY OF THE RAILROAD.
 DH2757'TO REACH THE STATION FROM THE TRAFFIC LIGHT BETWEEN CORDOVA HIGH
 DH2757'SCHOOL AND CORDOVA NATIONAL GUARD ARMORY IN THE NORTH END OF CORDOVA,
 DH2757'DRIVE NORTH ON WALKER CO. 61 FOR 0.75 MI (1.21 KM) TO A DRIVEWAY LEFT
 DH2757'TO WILSON FABRICATORS, TURN LEFT ON THE DRIVEWAY AND DRIVE WEST
 DH2757'ACROSS THE RAILROAD TRACK FOR 0.05 MI (0.08 KM) TO THE STATION ON THE
 DH2757'RIGHT.
 DH2757'THE STATION IS 95.0 FT (29.0 M) SOUTHWEST OF THE CENTERLINE OF WALKER
 DH2757'CO. 61, 17.2 FT (5.2 M) SOUTHWEST OF THE SOUTHWEST RAIL OF THE
 DH2757'RAILROAD, 24.0 FT (7.3 M) NORTHWEST OF THE CENTER OF THE DRIVEWAY,
 DH2757'30.0 FT (9.1 M) WEST-NORTHWEST OF THE CENTER OF THE RAILROAD
 DH2757'CROSSING, 52.0 FT (15.8 M) SOUTHWEST OF THE WILSON FABRICTORS SIGN
 DH2757'POST, 6.5 FT (2.0 M) EAST-NORTHEAST OF THE NORTH END OF AN 18-INCH
 DH2757'STEEL PIPE UNDER THE DRIVEWAY, 3.0 FT (0.9 M) EAST OF A CARSONITE
 DH2757'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2757'STATION 64-11 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2757
 DH2757                          STATION RECOVERY (1996)
 DH2757
 DH2757'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (ST)
 DH2757'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2758 ***********************************************************************
 DH2758  DESIGNATION -  64 13
 DH2758  PID         -  DH2758
 DH2758  STATE/COUNTY-  AL/WALKER
 DH2758  USGS QUAD   -  PARRISH (1981)
 DH2758
 DH2758                         *CURRENT SURVEY CONTROL
 DH2758  ___________________________________________________________________
 DH2758* NAD 83(1992)-  33 39 35.45863(N)    087 18 28.29865(W)     ADJUSTED  
 DH2758* NAVD 88     -       145.3    (meters)     477.     (feet)  VERTCON   
 DH2758  ___________________________________________________________________
 DH2758  X           -     249,612.373 (meters)                     COMP
 DH2758  Y           -  -5,308,495.467 (meters)                     COMP
 DH2758  Z           -   3,515,170.072 (meters)                     COMP
 DH2758  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 DH2758  ELLIP HEIGHT-         117.12  (meters)          (07/29/02) GPS OBS
 DH2758  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DH2758
 DH2758  HORZ ORDER  -  FIRST
 DH2758  ELLP ORDER  -  FOURTH    CLASS I
 DH2758
 DH2758.The horizontal coordinates were established by GPS observations
 DH2758.and adjusted by the National Geodetic Survey in December 1992..
 DH2758
 DH2758.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2758.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2758
 DH2758.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2758
 DH2758.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2758
 DH2758.The ellipsoidal height was determined by GPS observations
 DH2758.and is referenced to NAD 83.
 DH2758
 DH2758.The geoid height was determined by GEOID03.
 DH2758
 DH2758;                    North         East     Units Scale Factor Converg.
 DH2758;SPC AL W     -   405,808.302   617,820.009   MT  0.99993725   +0 06 23.4
 DH2758;UTM  16      - 3,724,484.324   471,456.857   MT  0.99961004   -0 10 14.3
 DH2758
 DH2758!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2758!SPC AL W     -   0.99998161  x   0.99993725  =   0.99991886
 DH2758!UTM  16      -   0.99998161  x   0.99961004  =   0.99959166
 DH2758
 DH2758                          SUPERSEDED SURVEY CONTROL
 DH2758
 DH2758  ELLIP H (12/04/92)  117.15   (m)                       GP(       ) 4 1
 DH2758  NAD 83(1986)-  33 39 35.46564(N)    087 18 28.29569(W) AD(       ) 1
 DH2758  NGVD 29 (12/04/92)  145.3    (m)          477.     (f) GPS OBS        
 DH2758
 DH2758.Superseded values are not recommended for survey control.
 DH2758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2758.See file dsdata.txt to determine how the superseded data were derived.
 DH2758
 DH2758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7145724484(NAD 83)
 DH2758_MARKER: DD = SURVEY DISK
 DH2758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2758_SP_SET: CONCRETE POST
 DH2758_STAMPING: 64 - 13 1989
 DH2758_MARK LOGO: ALHD  
 DH2758_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2758+STABILITY: SURFACE MOTION
 DH2758_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2758+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1990
 DH2758
 DH2758  HISTORY     - Date     Condition        Report By
 DH2758  HISTORY     - 1989     MONUMENTED       ALHD
 DH2758  HISTORY     - 19900228 GOOD
 DH2758
 DH2758                          STATION DESCRIPTION
 DH2758
 DH2758'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2758'THE STATION IS LOCATED IN WALKER COUNTY ON THE WEST RIGHT OF WAY OF
 DH2758'WALKER COUNTY ROAD NO. 35, ABOUT 11.9 MI (19.2 KM) SOUTH - SOUTHWEST
 DH2758'OF JASPER AND ABOUT 5.8 MI (9.3 KM) SOUTHEAST OF OAKMAN.
 DH2758'TO REACH THE STATION FROM THE JUNCTION OF ALA 269 AND A WALKER COUNTY
 DH2758'PAVED ROAD (MILE POST 35.30 ON ALA 269), IN THE EAST SIDE OF PARRISH,
 DH2758'DRIVE SOUTHWESTERLY 5.90 MI (9.49 KM) TO A PAVED CROSS ROAD AT
 DH2758'PLEASANT FIELD CHURCH OF CHRIST, CONTINUE SOUTH ON THE PAVED COUNTY
 DH2758'ROAD 0.60 MI (0.97 KM) TO THE STATION ON THE RIGHT NEAR A FIRE
 DH2758'HYDRANT.
 DH2758'THE STATION IS 4.6 FT (1.4 M) EAST OF A FIRE HYDRANT, 4.9 FT (1.5 M)
 DH2758'NORTHWEST OF A WATER VALVE, 14.0 FT (4.3 M) SOUTHWEST OF THE CENTER OF
 DH2758'A GRAVEL DRIVEWAY, 23.3 FT (7.1 M) SOUTH - SOUTHWEST OF A CROSS TIE
 DH2758'CORNER FENCE POST ACROSS THE GRAVEL DRIVEWAY, 26.0 FT (7.9 M) WEST -
 DH2758'NORTHWEST OF THE CENTER OF WALKER COUNTY PAVED ROAD NO. 35, 2.6 FT
 DH2758'(0.8 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2758'GROUND.
 DH2758'STATION 64 - 14 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2758'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DH2758'MR. OR MRS. WOODARD TRIMM
 DH2758'ROUTE 2, BOX 367
 DH2758'OAKMAN, ALABAMA 35579
 DH2758'PHONE 205 - 686 - 9773.
 DH2758
 DH2758                          STATION RECOVERY (1990)
 DH2758
 DH2758'RECOVERED 1990
 DH2758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2759 ***********************************************************************
 DH2759  DESIGNATION -  64 14
 DH2759  PID         -  DH2759
 DH2759  STATE/COUNTY-  AL/WALKER
 DH2759  USGS QUAD   -  PARRISH (1981)
 DH2759
 DH2759                         *CURRENT SURVEY CONTROL
 DH2759  ___________________________________________________________________
 DH2759* NAD 83(1992)-  33 39 51.25726(N)    087 18 13.09769(W)     ADJUSTED  
 DH2759* NAVD 88     -       149.7    (meters)     491.     (feet)  VERTCON   
 DH2759  ___________________________________________________________________
 DH2759  X           -     249,991.067 (meters)                     COMP
 DH2759  Y           -  -5,308,211.153 (meters)                     COMP
 DH2759  Z           -   3,515,577.624 (meters)                     COMP
 DH2759  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 DH2759  ELLIP HEIGHT-         121.46  (meters)          (07/29/02) GPS OBS
 DH2759  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DH2759
 DH2759  HORZ ORDER  -  FIRST
 DH2759  ELLP ORDER  -  FOURTH    CLASS I
 DH2759
 DH2759.The horizontal coordinates were established by GPS observations
 DH2759.and adjusted by the National Geodetic Survey in December 1992..
 DH2759
 DH2759.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2759.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2759
 DH2759.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2759
 DH2759.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2759
 DH2759.The ellipsoidal height was determined by GPS observations
 DH2759.and is referenced to NAD 83.
 DH2759
 DH2759.The geoid height was determined by GEOID03.
 DH2759
 DH2759;                    North         East     Units Scale Factor Converg.
 DH2759;SPC AL W     -   406,295.764   618,210.701   MT  0.99993742   +0 06 31.9
 DH2759;UTM  16      - 3,724,969.731   471,849.773   MT  0.99960977   -0 10 05.9
 DH2759
 DH2759!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2759!SPC AL W     -   0.99998093  x   0.99993742  =   0.99991835
 DH2759!UTM  16      -   0.99998093  x   0.99960977  =   0.99959071
 DH2759
 DH2759                          SUPERSEDED SURVEY CONTROL
 DH2759
 DH2759  ELLIP H (12/04/92)  121.48   (m)                       GP(       ) 4 1
 DH2759  NAD 83(1986)-  33 39 51.26428(N)    087 18 13.09472(W) AD(       ) 1
 DH2759  NGVD 29 (12/04/92)  149.6    (m)          491.     (f) GPS OBS        
 DH2759
 DH2759.Superseded values are not recommended for survey control.
 DH2759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2759.See file dsdata.txt to determine how the superseded data were derived.
 DH2759
 DH2759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7185024970(NAD 83)
 DH2759_MARKER: DD = SURVEY DISK
 DH2759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2759_SP_SET: CONCRETE POST
 DH2759_STAMPING: 64 - 14 1989
 DH2759_MARK LOGO: ALHD  
 DH2759_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2759+STABILITY: SURFACE MOTION
 DH2759_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2759+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 DH2759
 DH2759  HISTORY     - Date     Condition        Report By
 DH2759  HISTORY     - 1989     MONUMENTED       ALHD
 DH2759  HISTORY     - 19900227 GOOD
 DH2759  HISTORY     - 19920114 GOOD             ALHD
 DH2759
 DH2759                          STATION DESCRIPTION
 DH2759
 DH2759'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2759'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 DH2759'WALKER COUNTY ROAD NO. 35, ABOUT 11.6 MI (18.7 KM) SOUTH - SOUTHWEST
 DH2759'OF JASPER AND ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF OAKMAN.
 DH2759'TO REACH THE STATION FROM THE JUNCTION OF ALA 269 AND A WALKER COUNTY
 DH2759'PAVED ROAD (MILE POST 35.30 ON ALA 269) IN THE EAST SIDE OF PARRISH,
 DH2759'DRIVE SOUTHWESTERLY 5.90 MI (9.49 KM) TO A PAVED CROSS ROAD AT
 DH2759'PLEASANT FIELD CHURCH OF CHRIST, CONTINUE SOUTH ON THE PAVED COUNTY
 DH2759'ROAD 0.20 MI (0.32 KM) TO THE STATION ON THE LEFT.
 DH2759'THE STATION IS 3.7 FT (1.1 M) WEST - NORTHWEST OF A FIVE STRAND BARBED
 DH2759'WIRE FENCE ON WOOD POSTS, 35.0 FT (10.7 M) EAST - SOUTHEAST OF THE
 DH2759'CENTER OF WALKER COUNTY PAVED ROAD NO. 35, 60.2 FT (18.3 M) NORTHEAST
 DH2759'OF A MAIL BOX, 69.3 FT (21.1 M) EAST OF THE NORTH END OF A 15 INCH
 DH2759'CORREGATED METAL PIPE UNDER A DRIVEWAY ACROSS THE PAVED ROAD, 3.2 FT
 DH2759'(1.0 M) WEST - NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DH2759'WITH THE GROUND.
 DH2759'STATION 64 - 13 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2759
 DH2759                          STATION RECOVERY (1990)
 DH2759
 DH2759'RECOVERED 1990
 DH2759'RECOVERED IN GOOD CONDITION.
 DH2759
 DH2759                          STATION RECOVERY (1992)
 DH2759
 DH2759'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2759'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 DH2759'WALKER COUNTY ROAD NO. 35, ABOUT 11.6 MI (18.7 KM) SOUTH-SOUTHWEST OF
 DH2759'JASPER AND ABOUT 5.9 MI (9.5 KM) SOUTHEAST OF OAKMAN.
 DH2759'TO REACH THE STATION FROM THE JUNCTION OF ALA 269 AND A WALKER COUNTY
 DH2759'PAVED ROAD (MILE POST 35.30 ON ALA 269) ON THE EAST SIDE OF PARRISH,
 DH2759'DRIVE SOUTHWESTERLY ON THE PAVED ROAD FOR 5.90 MI (9.49 KM) TO A
 DH2759'PAVED CROSS ROAD AT PLEASANT FIELD CHURCH OF CHRIST, CONTINUE SOUTH
 DH2759'ON THE PAVED COUNTY ROAD FOR 0.20 MI (0.32 KM) TO THE STATION ON THE
 DH2759'LEFT.
 DH2759'THE STATION IS 3.7 FT (1.1 M) WEST-NORTHWEST OF A FIVE STRAND BARBED
 DH2759'WIRE FENCE ON WOOD POSTS, 35.0 FT (10.7 M) EAST-SOUTHEAST OF THE
 DH2759'CENTER OF WALKER COUNTY PAVED ROAD NO. 35, 60.2 FT (18.3 M) NORTHEAST
 DH2759'OF A MAIL BOX, 69.3 FT (21.1 M) EAST OF THE NORTH END OF A 15-INCH
 DH2759'CORREGATED METAL PIPE UNDER A DRIVEWAY ACROSS THE PAVED ROAD, 3.2 FT
 DH2759'(1.0 M) WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DH2759'WITH THE GROUND.
 DH2759'STATION 64-13 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2760 ***********************************************************************
 DH2760  DESIGNATION -  64 15
 DH2760  PID         -  DH2760
 DH2760  STATE/COUNTY-  AL/WALKER
 DH2760  USGS QUAD   -  DORA (1983)
 DH2760
 DH2760                         *CURRENT SURVEY CONTROL
 DH2760  ___________________________________________________________________
 DH2760* NAD 83(1992)-  33 40 51.53623(N)    087 03 55.58119(W)     ADJUSTED  
 DH2760* NAVD 88     -       124.41   (meters)     408.2    (feet)  N HEIGHT  
 DH2760  ___________________________________________________________________
 DH2760  X           -     272,003.163 (meters)                     COMP
 DH2760  Y           -  -5,306,076.292 (meters)                     COMP
 DH2760  Z           -   3,517,109.040 (meters)                     COMP
 DH2760  LAPLACE CORR-          -2.63  (seconds)                    DEFLEC99
 DH2760  ELLIP HEIGHT-          95.83  (meters)          (07/29/02) GPS OBS
 DH2760  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DH2760  DYNAMIC HT  -         124.28  (meters)     407.7   (feet)  COMP
 DH2760  MODELED GRAV-     979,576.1   (mgal)                       NAVD 88
 DH2760
 DH2760  HORZ ORDER  -  FIRST
 DH2760  VERT ORDER  -  THIRD
 DH2760  ELLP ORDER  -  FOURTH    CLASS I
 DH2760
 DH2760.The horizontal coordinates were established by GPS observations
 DH2760.and adjusted by the National Geodetic Survey in December 1992..
 DH2760
 DH2760.The orthometric height was determined by differential leveling
 DH2760.and adjusted by the National Geodetic Survey in September 1998..
 DH2760.The height was determined by precise leveling from only one NSRS
 DH2760.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DH2760.allowed ONLY to validate the GPS-derived height.
 DH2760
 DH2760.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2760
 DH2760.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2760
 DH2760.The ellipsoidal height was determined by GPS observations
 DH2760.and is referenced to NAD 83.
 DH2760
 DH2760.The geoid height was determined by GEOID03.
 DH2760
 DH2760.The dynamic height is computed by dividing the NAVD 88
 DH2760.geopotential number by the normal gravity value computed on the
 DH2760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2760.degrees latitude (g = 980.6199 gals.).
 DH2760
 DH2760.The modeled gravity was interpolated from observed gravity values.
 DH2760
 DH2760;                    North         East     Units Scale Factor Converg.
 DH2760;SPC AL W     -   408,220.286   640,293.724   MT  0.99995334   +0 14 27.6
 DH2760;UTM  16      - 3,726,786.764   493,934.332   MT  0.99960045   -0 02 10.6
 DH2760
 DH2760!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2760!SPC AL W     -   0.99998496  x   0.99995334  =   0.99993830
 DH2760!UTM  16      -   0.99998496  x   0.99960045  =   0.99958541
 DH2760
 DH2760|---------------------------------------------------------------------|
 DH2760| PID    Reference Object                     Distance      Geod. Az  |
 DH2760|                                                           dddmmss.s |
 DH2760| DH2761 64 16                               365.801 METERS 02330     |
 DH2760|---------------------------------------------------------------------|
 DH2760
 DH2760                          SUPERSEDED SURVEY CONTROL
 DH2760
 DH2760  ELLIP H (12/04/92)   95.88   (m)                       GP(       ) 4 1
 DH2760  NAD 83(1986)-  33 40 51.54270(N)    087 03 55.57996(W) AD(       ) 1
 DH2760  NGVD 29 (??/??/??)  124.39   (m)          408.1    (f) N HEIGHT    3  
 DH2760
 DH2760.Superseded values are not recommended for survey control.
 DH2760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2760.See file dsdata.txt to determine how the superseded data were derived.
 DH2760
 DH2760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9393426787(NAD 83)
 DH2760_MARKER: DD = SURVEY DISK
 DH2760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2760_SP_SET: CONCRETE POST
 DH2760_STAMPING: 64 - 15 1989
 DH2760_MARK LOGO: ALHD  
 DH2760_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2760+STABILITY: SURFACE MOTION
 DH2760_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2760+SATELLITE: SATELLITE OBSERVATIONS - August 16, 1994
 DH2760
 DH2760  HISTORY     - Date     Condition        Report By
 DH2760  HISTORY     - 1989     MONUMENTED       ALHD
 DH2760  HISTORY     - 19900227 GOOD
 DH2760  HISTORY     - 19940816 GOOD             ALHD
 DH2760
 DH2760                          STATION DESCRIPTION
 DH2760
 DH2760'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2760'THE STATION IS LOCATED APPROXIMATELY 0.5 MI (0.8 KM) NORTH OF QUINTON
 DH2760'ON THE WEST RIGHT OF WAY OF WALKER CO. 22.
 DH2760'TO REACH THE STATION FROM THE U.S. POST OFFICE IN QUINTON, DRIVE EAST
 DH2760'ON WALKER CO. 12 0.10 MI (0.16 KM) ACROSS THE RAILROAD TRACKS TO A
 DH2760'(T)INTERSECTION WITH WALKER CO. 22, TURN LEFT ON WALKER CO. 22 AND
 DH2760'DRIVE NORTH 0.60 MI (0.97 KM) TO THE STATION ON THE LEFT IN FRONT OF
 DH2760'AN OLD HOUSE PLACE.
 DH2760'THE STATION IS 40.0 FT (12.2 M) WEST OF THE CENTER OF WALKER CO. 22,
 DH2760'19.5 FT (5.9 M) NORTHEAST OF THE CENTER OF THE SOUTH DRIVEWAY, 110.0
 DH2760'FT (33.5 M) NORTHWEST AND ACROSS THE ROAD FROM A CARSONITE WITNESS
 DH2760'POST BESIDE A CULVERT, 133.0 FT (40.5 M) EAST-SOUTHEAST OF AN OLD
 DH2760'CHIMNEY, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 DH2760'FLUSH WITH THE GROUND.
 DH2760'STATION 64 - 16 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2760
 DH2760                          STATION RECOVERY (1990)
 DH2760
 DH2760'RECOVERED 1990
 DH2760'RECOVERED IN GOOD CONDITION.
 DH2760
 DH2760                          STATION RECOVERY (1994)
 DH2760
 DH2760'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 DH2760'THE STATION IS LOCATED APPROXIMATELY 0.5 MI (0.8 KM) NORTH OF QUINTON
 DH2760'ON THE WEST RIGHT OF WAY OF WALKER CO. 22. TO REACH THE STATION FROM
 DH2760'THE U.S. POST OFFICE IN QUINTON, DRIVE EAST ON WALKER CO. 12 FOR 0.10
 DH2760'MI (0.16 KM) ACROSS THE RAILROAD TRACKS TO A T-INTERSECTION WITH
 DH2760'WALKER CO. 22, TURN LEFT ON WALKER CO. 22 AND DRIVE NORTH FOR 0.60 MI
 DH2760'(0.97 KM) TO THE STATION ON THE LEFT IN FRONT OF AN OLD HOUSE PLACE.
 DH2760'THE STATION IS 40.0 FT (12.2 M) WEST OF THE CENTER OF WALKER CO. 22,
 DH2760'19.5 FT (5.9 M) NORTHEAST OF THE CENTER OF THE SOUTH DRIVEWAY, 110.0
 DH2760'FT (33.5 M) NORTHWEST AND ACROSS THE ROAD FROM A CARSONITE WITNESS
 DH2760'POST BESIDE A CULVERT, 133.0 FT (40.5 M) EAST-SOUTHEAST OF AN OLD
 DH2760'CHIMNEY, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET
 DH2760'FLUSH WITH THE GROUND. STATION 64-16 1989 MAY BE USED AS AN AZIMUTH
 DH2760'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2761 ***********************************************************************
 DH2761  DESIGNATION -  64 16
 DH2761  PID         -  DH2761
 DH2761  STATE/COUNTY-  AL/WALKER
 DH2761  USGS QUAD   -  DORA (1983)
 DH2761
 DH2761                         *CURRENT SURVEY CONTROL
 DH2761  ___________________________________________________________________
 DH2761* NAD 83(1992)-  33 41 02.42487(N)    087 03 49.92003(W)     ADJUSTED  
 DH2761* NAVD 88     -       135.5    (meters)     445.     (feet)  VERTCON   
 DH2761  ___________________________________________________________________
 DH2761  X           -     272,139.736 (meters)                     COMP
 DH2761  Y           -  -5,305,892.220 (meters)                     COMP
 DH2761  Z           -   3,517,394.351 (meters)                     COMP
 DH2761  LAPLACE CORR-          -2.64  (seconds)                    DEFLEC99
 DH2761  ELLIP HEIGHT-         106.91  (meters)          (07/29/02) GPS OBS
 DH2761  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DH2761
 DH2761  HORZ ORDER  -  FIRST
 DH2761  ELLP ORDER  -  FOURTH    CLASS I
 DH2761
 DH2761.The horizontal coordinates were established by GPS observations
 DH2761.and adjusted by the National Geodetic Survey in December 1992..
 DH2761
 DH2761.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2761.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2761
 DH2761.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2761
 DH2761.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2761
 DH2761.The ellipsoidal height was determined by GPS observations
 DH2761.and is referenced to NAD 83.
 DH2761
 DH2761.The geoid height was determined by GEOID03.
 DH2761
 DH2761;                    North         East     Units Scale Factor Converg.
 DH2761;SPC AL W     -   408,556.363   640,438.120   MT  0.99995349   +0 14 30.8
 DH2761;UTM  16      - 3,727,122.020   494,080.301   MT  0.99960043   -0 02 07.5
 DH2761
 DH2761!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2761!SPC AL W     -   0.99998322  x   0.99995349  =   0.99993671
 DH2761!UTM  16      -   0.99998322  x   0.99960043  =   0.99958365
 DH2761
 DH2761|---------------------------------------------------------------------|
 DH2761| PID    Reference Object                     Distance      Geod. Az  |
 DH2761|                                                           dddmmss.s |
 DH2761| DH2760 64 15                               365.801 METERS 20330     |
 DH2761|---------------------------------------------------------------------|
 DH2761
 DH2761                          SUPERSEDED SURVEY CONTROL
 DH2761
 DH2761  ELLIP H (12/04/92)  106.96   (m)                       GP(       ) 4 1
 DH2761  NAD 83(1986)-  33 41 02.43135(N)    087 03 49.91878(W) AD(       ) 1
 DH2761  NGVD 29 (12/04/92)  135.5    (m)          445.     (f) GPS OBS        
 DH2761
 DH2761.Superseded values are not recommended for survey control.
 DH2761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2761.See file dsdata.txt to determine how the superseded data were derived.
 DH2761
 DH2761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9408027122(NAD 83)
 DH2761_MARKER: DD = SURVEY DISK
 DH2761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2761_SP_SET: CONCRETE POST
 DH2761_STAMPING: 64 - 16 1989
 DH2761_MARK LOGO: ALHD  
 DH2761_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2761+STABILITY: SURFACE MOTION
 DH2761_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2761+SATELLITE: SATELLITE OBSERVATIONS - February 27, 1990
 DH2761
 DH2761  HISTORY     - Date     Condition        Report By
 DH2761  HISTORY     - 1989     MONUMENTED       ALHD
 DH2761  HISTORY     - 19900227 GOOD
 DH2761
 DH2761                          STATION DESCRIPTION
 DH2761
 DH2761'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2761'THE STATION IS LOCATED APPROXIMATELY 0.75 MI (1.21 KM) NORTH OF
 DH2761'QUINTON ON THE WEST RIGHT OF WAY OF WALKER CO. 22.
 DH2761'TO REACH THE STATION FROM THE U.S. POST OFFICE IN QUINTON, DRIVE EAST
 DH2761'ON WALKER CO. 12 0.10 MI (0.16 KM) ACROSS THE RAILROAD TRACKS TO A
 DH2761'(T)INTERSECTION WITH WALKER CO. 22, TURN LEFT ON WALKER CO. 22 AND
 DH2761'DRIVE NORTH 0.85 MI (1.37 KM) TO THE STATION ON THE LEFT.
 DH2761'THE STATION IS 25.0 FT (7.6 M) WEST-NORTHWEST OF THE CENTER OF WALKER
 DH2761'CO. 22, 49.0 FT (14.9 M) WEST-NORTHWEST OF TELEPHONE CABLE POLE NO.
 DH2761'98, 6.0 FT (1.8 M) WEST-NORTHWEST OF A 3.5 FT (1.1 M) BACKSLOPE, 3.0
 DH2761'FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2761'GROUND.
 DH2761'STATION 64 - 15 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2761
 DH2761                          STATION RECOVERY (1990)
 DH2761
 DH2761'RECOVERED 1990
 DH2761'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2844 ***********************************************************************
 DH2844  DESIGNATION -  64 17
 DH2844  PID         -  DH2844
 DH2844  STATE/COUNTY-  AL/WALKER
 DH2844  USGS QUAD   -  JASPER (1981)
 DH2844
 DH2844                         *CURRENT SURVEY CONTROL
 DH2844  ___________________________________________________________________
 DH2844* NAD 83(1992)-  33 49 11.02204(N)    087 19 21.57070(W)     ADJUSTED  
 DH2844* NAVD 88     -       125.5    (meters)     412.     (feet)  VERTCON   
 DH2844  ___________________________________________________________________
 DH2844  X           -     247,780.495 (meters)                     COMP
 DH2844  Y           -  -5,298,704.755 (meters)                     COMP
 DH2844  Z           -   3,529,906.085 (meters)                     COMP
 DH2844  LAPLACE CORR-          -1.86  (seconds)                    DEFLEC99
 DH2844  ELLIP HEIGHT-          97.76  (meters)          (07/29/02) GPS OBS
 DH2844  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 DH2844
 DH2844  HORZ ORDER  -  FIRST
 DH2844  ELLP ORDER  -  FOURTH    CLASS I
 DH2844
 DH2844.The horizontal coordinates were established by GPS observations
 DH2844.and adjusted by the National Geodetic Survey in December 1992..
 DH2844
 DH2844.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2844.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2844
 DH2844.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2844
 DH2844.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2844
 DH2844.The ellipsoidal height was determined by GPS observations
 DH2844.and is referenced to NAD 83.
 DH2844
 DH2844.The geoid height was determined by GEOID03.
 DH2844
 DH2844;                    North         East     Units Scale Factor Converg.
 DH2844;SPC AL W     -   423,538.080   616,417.098   MT  0.99993665   +0 05 55.3
 DH2844;UTM  16      - 3,742,214.903   470,140.328   MT  0.99961099   -0 10 46.5
 DH2844
 DH2844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2844!SPC AL W     -   0.99998465  x   0.99993665  =   0.99992130
 DH2844!UTM  16      -   0.99998465  x   0.99961099  =   0.99959565
 DH2844
 DH2844                          SUPERSEDED SURVEY CONTROL
 DH2844
 DH2844  NAD 83(1986)-  33 49 11.02914(N)    087 19 21.56478(W) AD(       ) 1
 DH2844  NGVD 29 (08/04/92)  125.5    (m)          412.     (f) GPS OBS        
 DH2844
 DH2844.Superseded values are not recommended for survey control.
 DH2844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2844.See file dsdata.txt to determine how the superseded data were derived.
 DH2844
 DH2844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7014042215(NAD 83)
 DH2844_MARKER: DD = SURVEY DISK
 DH2844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2844_SP_SET: CONCRETE POST
 DH2844_STAMPING: 64-17 1992
 DH2844_MARK LOGO: ALHD  
 DH2844_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2844+STABILITY: SURFACE MOTION
 DH2844_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2844+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2844
 DH2844  HISTORY     - Date     Condition        Report By
 DH2844  HISTORY     - 1992     MONUMENTED       ALHD
 DH2844
 DH2844                          STATION DESCRIPTION
 DH2844
 DH2844'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2844'THE STATION IS LOCATED IN WALKER COUNTY ON AN ALABAMA POWER COMPANY
 DH2844'HIGH VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 2.65 MI (4.26 KM)
 DH2844'WEST-SOUTHWEST OF JASPER AND ABOUT 6.70 MI (10.78 KM) NORTH-NORTHWEST
 DH2844'OF PARRISH.
 DH2844'TO REACH THE STATION FROM THE JUNCTION OF ALA 69 AND ALA 269 SOUTH
 DH2844'(MILE POST 201.85 ON ALA 69) AT A TRAFFIC LIGHT IN SOUTHWEST JASPER,
 DH2844'DRIVE WEST ON ALA 69 FOR 2.45 MI (3.94 KM) TO MILE POST 199.40 AND A
 DH2844'GRAVEL DRIVEWAY ON THE RIGHT AT A CHAIN LINK FENCE AROUND A SEWAGE
 DH2844'LIFT STATION, TURN RIGHT ON THE GRAVEL DRIVEWAY AND DRIVE NORTHWEST
 DH2844'UP A STEEP HILL FOR 0.05 MI (0.08 KM) TO THE TOP OF THE HILL AND A
 DH2844'SHARP CURVE TO THE LEFT, TURN RIGHT AND DRIVE NORTH ACROSS AN OPEN
 DH2844'FIELD FOR 134 FT (40.8 M) TO THE STATION UNDER A HIGH VOLTAGE POWER
 DH2844'LINE.
 DH2844'THE STATION IS 100.4 FT (30.6 M) WEST OF THE NORTH HIGH VOLTAGE POWER
 DH2844'LINE POLE NO. 17, 103.6 FT (31.6 M) WEST-NORTHWEST OF THE SOUTH HIGH
 DH2844'VOLTAGE POWER LINE POLE NO. 18, 134.0 FT (40.8 M) NORTH OF THE CENTER
 DH2844'OF THE GRAVEL DRIVEWAY, AND SET FLUSH WITH THE GROUND.
 DH2844'STATION 64-18 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2845 ***********************************************************************
 DH2845  DESIGNATION -  64 18
 DH2845  PID         -  DH2845
 DH2845  STATE/COUNTY-  AL/WALKER
 DH2845  USGS QUAD   -  JASPER (1981)
 DH2845
 DH2845                         *CURRENT SURVEY CONTROL
 DH2845  ___________________________________________________________________
 DH2845* NAD 83(1992)-  33 49 05.60403(N)    087 18 37.62678(W)     ADJUSTED  
 DH2845* NAVD 88     -       120.3    (meters)     395.     (feet)  VERTCON   
 DH2845  ___________________________________________________________________
 DH2845  X           -     248,913.514 (meters)                     COMP
 DH2845  Y           -  -5,298,740.331 (meters)                     COMP
 DH2845  Z           -   3,529,764.495 (meters)                     COMP
 DH2845  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DH2845  ELLIP HEIGHT-          92.55  (meters)          (07/29/02) GPS OBS
 DH2845  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 DH2845
 DH2845  HORZ ORDER  -  FIRST
 DH2845  ELLP ORDER  -  FOURTH    CLASS I
 DH2845
 DH2845.The horizontal coordinates were established by GPS observations
 DH2845.and adjusted by the National Geodetic Survey in December 1992..
 DH2845
 DH2845.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2845.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2845
 DH2845.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2845
 DH2845.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2845
 DH2845.The ellipsoidal height was determined by GPS observations
 DH2845.and is referenced to NAD 83.
 DH2845
 DH2845.The geoid height was determined by GEOID03.
 DH2845
 DH2845;                    North         East     Units Scale Factor Converg.
 DH2845;SPC AL W     -   423,373.171   617,547.417   MT  0.99993713   +0 06 19.8
 DH2845;UTM  16      - 3,742,044.561   471,269.464   MT  0.99961018   -0 10 22.0
 DH2845
 DH2845!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2845!SPC AL W     -   0.99998547  x   0.99993713  =   0.99992260
 DH2845!UTM  16      -   0.99998547  x   0.99961018  =   0.99959566
 DH2845
 DH2845                          SUPERSEDED SURVEY CONTROL
 DH2845
 DH2845  NAD 83(1986)-  33 49 05.61113(N)    087 18 37.62086(W) AD(       ) 1
 DH2845  NGVD 29 (08/04/92)  120.3    (m)          395.     (f) GPS OBS        
 DH2845
 DH2845.Superseded values are not recommended for survey control.
 DH2845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2845.See file dsdata.txt to determine how the superseded data were derived.
 DH2845
 DH2845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7126942045(NAD 83)
 DH2845_MARKER: DD = SURVEY DISK
 DH2845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2845_SP_SET: CONCRETE POST
 DH2845_STAMPING: 64-18 1992
 DH2845_MARK LOGO: ALHD  
 DH2845_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2845+STABILITY: SURFACE MOTION
 DH2845_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2845+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2845
 DH2845  HISTORY     - Date     Condition        Report By
 DH2845  HISTORY     - 1992     MONUMENTED       ALHD
 DH2845
 DH2845                          STATION DESCRIPTION
 DH2845
 DH2845'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2845'THE STATION IS LOCATED IN WALKER COUNTY ON AN ALABAMA POWER COMPANY
 DH2845'HIGH VOLTAGE POWER LINE RIGHT OF WAY, ABOUT 2.10 MI (3.38 KM)
 DH2845'WEST-SOUTHWEST OF JASPER AND ABOUT 6.45 MI (10.38 KM) NORTH-NORTHWEST
 DH2845'OF PARRISH.
 DH2845'TO REACH THE STATION FROM THE JUNCTION OF ALA 69 AND ALA 269 SOUTH
 DH2845'(MILE POST 201.85 ON ALA 69) AT A TRAFFIC LIGHT IN SOUTHWEST JASPER,
 DH2845'DRIVE WEST ON ALA 69 FOR 1.90 MI (3.06 KM) TO MILE POST 199.95 AND A
 DH2845'WOODS ROAD ON THE LEFT, TURN LEFT ON THE WOODS ROAD AND DRIVE SOUTH
 DH2845'FOR 0.05 MI (0.08 KM) TO A WOODS ROAD ON THE LEFT UNDER A HIGH
 DH2845'VOLTAGE POWER LINE, TURN LEFT ON THE WOODS ROAD AND DRIVE EAST ALONG
 DH2845'THE POWER LINE FOR 0.10 MI (0.16 KM) TO THE TOP OF THE FIRST HILL AND
 DH2845'THE STATION ON THE RIGHT.
 DH2845'THE STATION IS 14.0 FT (4.3 M) SOUTH OF THE CENTER OF THE WOODS ROAD,
 DH2845'50.3 FT (15.3 M) SOUTHEAST OF THE SOUTH HIGH VOLTAGE POWER LINE POLE
 DH2845'NO. 11, 67.3 FT (20.5 M) SOUTHEAST OF THE NORTH HIGH VOLTAGE POWER
 DH2845'LINE POLE NO. 10, 2.7 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST,
 DH2845'AND SET FLUSH WITH THE GROUND.
 DH2845'STATION 64-17 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2846 ***********************************************************************
 DH2846  DESIGNATION -  64 19
 DH2846  PID         -  DH2846
 DH2846  STATE/COUNTY-  AL/WALKER
 DH2846  USGS QUAD   -  TOWNLEY (1981)
 DH2846
 DH2846                         *CURRENT SURVEY CONTROL
 DH2846  ___________________________________________________________________
 DH2846* NAD 83(1992)-  33 51 35.38419(N)    087 22 48.22988(W)     ADJUSTED  
 DH2846* NAVD 88     -       113.6    (meters)     373.     (feet)  VERTCON   
 DH2846  ___________________________________________________________________
 DH2846  X           -     242,357.866 (meters)                     COMP
 DH2846  Y           -  -5,296,466.236 (meters)                     COMP
 DH2846  Z           -   3,533,594.055 (meters)                     COMP
 DH2846  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DH2846  ELLIP HEIGHT-          86.03  (meters)          (07/29/02) GPS OBS
 DH2846  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DH2846
 DH2846  HORZ ORDER  -  FIRST
 DH2846  ELLP ORDER  -  FOURTH    CLASS I
 DH2846
 DH2846.The horizontal coordinates were established by GPS observations
 DH2846.and adjusted by the National Geodetic Survey in December 1992..
 DH2846
 DH2846.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2846.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2846
 DH2846.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2846
 DH2846.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2846
 DH2846.The ellipsoidal height was determined by GPS observations
 DH2846.and is referenced to NAD 83.
 DH2846
 DH2846.The geoid height was determined by GEOID03.
 DH2846
 DH2846;                    North         East     Units Scale Factor Converg.
 DH2846;SPC AL W     -   427,978.052   611,097.705   MT  0.99993485   +0 04 00.6
 DH2846;UTM  16      - 3,746,679.232   464,844.284   MT  0.99961524   -0 12 42.3
 DH2846
 DH2846!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2846!SPC AL W     -   0.99998649  x   0.99993485  =   0.99992135
 DH2846!UTM  16      -   0.99998649  x   0.99961524  =   0.99960174
 DH2846
 DH2846:                Primary Azimuth Mark                     Grid Az
 DH2846:SPC AL W     -  64 20                                    103 59 21.8
 DH2846:UTM  16      -  64 20                                    104 16 04.7
 DH2846
 DH2846|---------------------------------------------------------------------|
 DH2846| PID    Reference Object                     Distance      Geod. Az  |
 DH2846|                                                           dddmmss.s |
 DH2846| DH2847 64 20                               474.393 METERS 1040322.4 |
 DH2846|---------------------------------------------------------------------|
 DH2846
 DH2846                          SUPERSEDED SURVEY CONTROL
 DH2846
 DH2846  NAD 83(1986)-  33 51 35.39109(N)    087 22 48.22391(W) AD(       ) 1
 DH2846  NGVD 29 (08/04/92)  113.6    (m)          373.     (f) GPS OBS        
 DH2846
 DH2846.Superseded values are not recommended for survey control.
 DH2846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2846.See file dsdata.txt to determine how the superseded data were derived.
 DH2846
 DH2846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6484446679(NAD 83)
 DH2846_MARKER: DD = SURVEY DISK
 DH2846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2846_SP_SET: CONCRETE POST
 DH2846_STAMPING: 64-19 1992
 DH2846_MARK LOGO: ALHD  
 DH2846_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2846+STABILITY: SURFACE MOTION
 DH2846_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2846+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2846
 DH2846  HISTORY     - Date     Condition        Report By
 DH2846  HISTORY     - 1992     MONUMENTED       ALHD
 DH2846
 DH2846                          STATION DESCRIPTION
 DH2846
 DH2846'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2846'THE STATION IS LOCATED IN WALKER COUNTY ON THE SOUTH RIGHT OF WAY OF
 DH2846'U.S. 78, ABOUT 6.15 MI (9.90 KM) WEST-NORTHWEST OF JASPER AND ABOUT
 DH2846'8.60 MI (13.84 KM) EAST-SOUTHEAST OF CARBON HILL.
 DH2846'TO REACH THE STATION FROM THE ALA 5 AND ALA 195 OVERPASS OVER U.S. 78
 DH2846'(MILE POST 59.20 ON U. S. 78) IN JASPER, DRIVE WEST ON U.S. 78 FOR
 DH2846'5.70 MI (9.17 KM) TO MILE POST 53.50 AND THE STATION ON THE LEFT.
 DH2846'THE STATION IS 63.5 FT (19.4 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF
 DH2846'U.S. 78, 107.6 FT (32.8 M) NORTHWEST OF THE WEST END OF A SIXTY-INCH
 DH2846'CORREGATED METAL PIPE UNDER A WOODS ROAD, 133.0 FT (40.5 M)
 DH2846'WEST-NORTHWEST OF THE CENTER OF A WOODS ROAD WITH A GATE, 2.5 FT
 DH2846'(0.8 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DH2846'GROUND.
 DH2846'STATION 64-20 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2771 ***********************************************************************
 DH2771  DESIGNATION -  64 2
 DH2771  PID         -  DH2771
 DH2771  STATE/COUNTY-  AL/WALKER
 DH2771  USGS QUAD   -  CARBON HILL (1983)
 DH2771
 DH2771                         *CURRENT SURVEY CONTROL
 DH2771  ___________________________________________________________________
 DH2771* NAD 83(1992)-  33 56 25.98275(N)    087 33 03.00074(W)     ADJUSTED  
 DH2771* NAVD 88     -       177.2    (meters)     581.     (feet)  VERTCON   
 DH2771  ___________________________________________________________________
 DH2771  X           -     226,359.588 (meters)                     COMP
 DH2771  Y           -  -5,292,228.568 (meters)                     COMP
 DH2771  Z           -   3,541,061.485 (meters)                     COMP
 DH2771  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 DH2771  ELLIP HEIGHT-         149.89  (meters)          (07/29/02) GPS OBS
 DH2771  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 DH2771
 DH2771  HORZ ORDER  -  FIRST
 DH2771  ELLP ORDER  -  FOURTH    CLASS I
 DH2771
 DH2771.The horizontal coordinates were established by GPS observations
 DH2771.and adjusted by the National Geodetic Survey in December 1992..
 DH2771
 DH2771.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2771.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2771
 DH2771.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2771
 DH2771.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2771
 DH2771.The ellipsoidal height was determined by GPS observations
 DH2771.and is referenced to NAD 83.
 DH2771
 DH2771.The geoid height was determined by GEOID03.
 DH2771
 DH2771;                    North         East     Units Scale Factor Converg.
 DH2771;SPC AL W     -   436,925.859   595,300.798   MT  0.99993361   -0 01 42.2
 DH2771;UTM  16      - 3,755,701.018   449,096.010   MT  0.99963194   -0 18 27.2
 DH2771
 DH2771!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2771!SPC AL W     -   0.99997647  x   0.99993361  =   0.99991008
 DH2771!UTM  16      -   0.99997647  x   0.99963194  =   0.99960842
 DH2771
 DH2771:                Primary Azimuth Mark                     Grid Az
 DH2771:SPC AL W     -  64 1                                     322 42 21.5
 DH2771:UTM  16      -  64 1                                     322 59 06.5
 DH2771
 DH2771|---------------------------------------------------------------------|
 DH2771| PID    Reference Object                     Distance      Geod. Az  |
 DH2771|                                                           dddmmss.s |
 DH2771| DH2769 64 1                                485.974 METERS 3224039.3 |
 DH2771|---------------------------------------------------------------------|
 DH2771
 DH2771                          SUPERSEDED SURVEY CONTROL
 DH2771
 DH2771  ELLIP H (12/04/92)  149.91   (m)                       GP(       ) 4 1
 DH2771  NAD 83(1986)-  33 56 25.99031(N)    087 33 02.99669(W) AD(       ) 1
 DH2771  NGVD 29 (12/04/92)  177.2    (m)          581.     (f) GPS OBS        
 DH2771
 DH2771.Superseded values are not recommended for survey control.
 DH2771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2771.See file dsdata.txt to determine how the superseded data were derived.
 DH2771
 DH2771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4909655701(NAD 83)
 DH2771_MARKER: DD = SURVEY DISK
 DH2771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2771_SP_SET: CONCRETE POST
 DH2771_STAMPING: 64 - 2 1989
 DH2771_MARK LOGO: ALHD  
 DH2771_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2771+STABILITY: SURFACE MOTION
 DH2771_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2771+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 DH2771
 DH2771  HISTORY     - Date     Condition        Report By
 DH2771  HISTORY     - 1989     MONUMENTED       ALHD
 DH2771  HISTORY     - 19920110 GOOD             ALHD
 DH2771  HISTORY     - 20030123 GOOD             ALHD
 DH2771
 DH2771                          STATION DESCRIPTION
 DH2771
 DH2771'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2771'THE STATION IS LOCATED IN WALKER COUNTY ON THE NORTHEAST RIGHT OF WAY
 DH2771'OF WALKER COUNTY ROAD NO. 63, ABOUT 4.45 MI (7.16 KM) NORTHWEST OF
 DH2771'CARBON HILL.
 DH2771'TO REACH THE STATION FROM THE JUNCTION OF U. S. 78 AND N. OAK STREET,
 DH2771'ONE BLOCK WEST OF THE TRAFFIC LIGHT, IN CARBON HILL, DRIVE NORTH ON
 DH2771'N. OAK STREET AND LATER WALKER COUNTY ROAD NO. 63 4.45 MI (7.16 KM)
 DH2771'TO THE STATION ON THE RIGHT.
 DH2771'THE STATION IS 30.0 FT (9.1 M) EAST - NORTHEAST OF THE CENTER OF
 DH2771'WALKER COUNTY ROAD NO. 63, 49.0 FT (14.9 M) NORTH - NORTHWEST OF A
 DH2771'TRANSFORMER POWER POLE, 68.0 FT (20.7 M) NORTHWEST OF THE NORTHWEST
 DH2771'CORNER OF A HOUSE TRAILER, 116.0 FT (35.4 M) SOUTH OF THE CENTER OF A
 DH2771'PAVED COUNTY ROAD LEADING EAST, 85.5 FT (26.1 M) SOUTH OF A POWER
 DH2771'POLE WITH TWO GUY WIRES AT THE JUNCTION OF THE PAVED ROAD LEADING
 DH2771'EAST, 3.0 FT (0.9 M) EAST - NORTHEAST OF THE BACK OF THE ROAD DITCH,
 DH2771'AND SET FLUSH WITH THE GROUND.
 DH2771'STATION 64 - 1 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2771
 DH2771                          STATION RECOVERY (1992)
 DH2771
 DH2771'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2771'THE STATION IS LOCATED IN WALKER COUNTY ON THE NORTHEAST RIGHT OF WAY
 DH2771'OF WALKER COUNTY ROAD NO. 63, ABOUT 4.45 MI (7.16 KM) NORTHWEST OF
 DH2771'CARBON HILL.
 DH2771'TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND NORTH OAK
 DH2771'STREET, ONE BLOCK WEST OF THE TRAFFIC LIGHT, IN CARBON HILL, DRIVE
 DH2771'NORTH ON NORTH OAK STREET AND LATER WALKER COUNTY ROAD NO. 63 FOR
 DH2771'4.45 MI (7.16 KM) TO THE STATION ON THE RIGHT.
 DH2771'THE STATION IS 30.0 FT (9.1 M) EAST-NORTHEAST OF THE CENTER OF WALKER
 DH2771'COUNTY ROAD NO. 63, 49.0 FT (14.9 M) NORTH-NORTHWEST OF A TRANSFORMER
 DH2771'POWER POLE, 68.0 FT (20.7 M) NORTHWEST OF THE NORTHWEST CORNER OF A
 DH2771'HOUSE TRAILER, 116.0 FT (35.4 M) SOUTH OF THE CENTER OF A PAVED
 DH2771'COUNTY ROAD LEADING EAST, 85.5 FT (26.1 M) SOUTH OF A POWER POLE WITH
 DH2771'TWO GUY WIRES AT THE JUNCTION OF THE PAVED ROAD LEADING EAST, 3.0 FT
 DH2771'(0.9 M) EAST-NORTHEAST OF THE BACK OF THE ROAD DITCH, AND SET FLUSH
 DH2771'WITH THE GROUND.
 DH2771'STATION 64-1 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2771
 DH2771                          STATION RECOVERY (2003)
 DH2771
 DH2771'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH2771'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2847 ***********************************************************************
 DH2847  DESIGNATION -  64 20
 DH2847  PID         -  DH2847
 DH2847  STATE/COUNTY-  AL/WALKER
 DH2847  USGS QUAD   -  TOWNLEY (1981)
 DH2847
 DH2847                         *CURRENT SURVEY CONTROL
 DH2847  ___________________________________________________________________
 DH2847* NAD 83(1992)-  33 51 31.64434(N)    087 22 30.32707(W)     ADJUSTED  
 DH2847* NAVD 88     -       134.2    (meters)     440.     (feet)  VERTCON   
 DH2847  ___________________________________________________________________
 DH2847  X           -     242,821.296 (meters)                     COMP
 DH2847  Y           -  -5,296,526.370 (meters)                     COMP
 DH2847  Z           -   3,533,509.822 (meters)                     COMP
 DH2847  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DH2847  ELLIP HEIGHT-         106.59  (meters)          (07/29/02) GPS OBS
 DH2847  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 DH2847
 DH2847  HORZ ORDER  -  FIRST
 DH2847  ELLP ORDER  -  FOURTH    CLASS I
 DH2847
 DH2847.The horizontal coordinates were established by GPS observations
 DH2847.and adjusted by the National Geodetic Survey in December 1992..
 DH2847
 DH2847.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2847.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2847
 DH2847.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2847
 DH2847.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2847
 DH2847.The ellipsoidal height was determined by GPS observations
 DH2847.and is referenced to NAD 83.
 DH2847
 DH2847.The geoid height was determined by GEOID03.
 DH2847
 DH2847;                    North         East     Units Scale Factor Converg.
 DH2847;SPC AL W     -   427,863.378   611,557.998   MT  0.99993498   +0 04 10.5
 DH2847;UTM  16      - 3,746,562.359   465,303.866   MT  0.99961484   -0 12 32.3
 DH2847
 DH2847!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2847!SPC AL W     -   0.99998327  x   0.99993498  =   0.99991825
 DH2847!UTM  16      -   0.99998327  x   0.99961484  =   0.99959811
 DH2847
 DH2847:                Primary Azimuth Mark                     Grid Az
 DH2847:SPC AL W     -  64 19                                    283 59 21.9
 DH2847:UTM  16      -  64 19                                    284 16 04.7
 DH2847
 DH2847|---------------------------------------------------------------------|
 DH2847| PID    Reference Object                     Distance      Geod. Az  |
 DH2847|                                                           dddmmss.s |
 DH2847| DH2846 64 19                               474.393 METERS 2840332.4 |
 DH2847|---------------------------------------------------------------------|
 DH2847
 DH2847                          SUPERSEDED SURVEY CONTROL
 DH2847
 DH2847  NAD 83(1986)-  33 51 31.65125(N)    087 22 30.32111(W) AD(       ) 1
 DH2847  NGVD 29 (08/04/92)  134.2    (m)          440.     (f) GPS OBS        
 DH2847
 DH2847.Superseded values are not recommended for survey control.
 DH2847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2847.See file dsdata.txt to determine how the superseded data were derived.
 DH2847
 DH2847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6530446562(NAD 83)
 DH2847_MARKER: DD = SURVEY DISK
 DH2847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2847_SP_SET: CONCRETE POST
 DH2847_STAMPING: 64-20 1992
 DH2847_MARK LOGO: ALHD  
 DH2847_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2847+STABILITY: SURFACE MOTION
 DH2847_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2847+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DH2847
 DH2847  HISTORY     - Date     Condition        Report By
 DH2847  HISTORY     - 1992     MONUMENTED       ALHD
 DH2847
 DH2847                          STATION DESCRIPTION
 DH2847
 DH2847'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2847'THE STATION IS LOCATED IN WALKER COUNTY ON THE NORTH RIGHT OF WAY OF
 DH2847'U.S. 78, ABOUT 5.80 MI (9.33 KM) WEST-NORTHWEST OF JASPER AND ABOUT
 DH2847'8.95 MI (14.40 KM) EAST-SOUTHEAST OF CARBON HILL.
 DH2847'TO REACH THE STATION FROM THE ALA 5 AND ALA 195 OVERPASS OVER U.S. 78
 DH2847'(MILE POST 59.20 ON U.S. 78) IN JASPER, DRIVE WEST ON U.S. 78 FOR
 DH2847'5.35 MI (8.61 KM) TO MILE POST 53.85 AND THE STATION ON THE RIGHT ON
 DH2847'TOP OF A FIFTY FOOT BACKSLOPE.
 DH2847'THE STATION IS LOCATED NEAR THE HIGHEST POINT OF A FIFTY FOOT
 DH2847'BACKSLOPE, 9.0 FT (2.7 M) NORTH-NORTHEAST OF THE CREST OF THE
 DH2847'BACKSLOPE, APPROXIMATELY 100 FT (30.5 M) NORTH-NORTHEAST OF THE
 DH2847'CENTERLINE OF U.S. 78, 2.2 FT (0.7 M) SOUTHWEST OF A CARSONITE
 DH2847'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DH2847'STATION 64-19 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7581 ***********************************************************************
 AA7581  DESIGNATION -  64 21
 AA7581  PID         -  AA7581
 AA7581  STATE/COUNTY-  AL/WALKER
 AA7581  USGS QUAD   -  CARBON HILL (1983)
 AA7581
 AA7581                         *CURRENT SURVEY CONTROL
 AA7581  ___________________________________________________________________
 AA7581* NAD 83(1992)-  33 59 40.06795(N)    087 35 17.70467(W)     ADJUSTED  
 AA7581* NAVD 88     -       223.0    (meters)     732.     (feet)  VERTCON   
 AA7581  ___________________________________________________________________
 AA7581  X           -     222,764.381 (meters)                     COMP
 AA7581  Y           -  -5,289,075.014 (meters)                     COMP
 AA7581  Z           -   3,546,046.903 (meters)                     COMP
 AA7581  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 AA7581  ELLIP HEIGHT-         195.85  (meters)          (07/29/02) GPS OBS
 AA7581  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AA7581
 AA7581  HORZ ORDER  -  FIRST
 AA7581  ELLP ORDER  -  FOURTH    CLASS I
 AA7581
 AA7581.The horizontal coordinates were established by GPS observations
 AA7581.and adjusted by the National Geodetic Survey in August 1995..
 AA7581
 AA7581.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7581.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7581
 AA7581.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7581
 AA7581.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7581
 AA7581.The ellipsoidal height was determined by GPS observations
 AA7581.and is referenced to NAD 83.
 AA7581
 AA7581.The geoid height was determined by GEOID03.
 AA7581
 AA7581;                    North         East     Units Scale Factor Converg.
 AA7581;SPC AL W     -   442,907.884   591,846.936   MT  0.99993415   -0 02 57.6
 AA7581;UTM  16      - 3,761,698.015   445,672.383   MT  0.99963638   -0 19 44.1
 AA7581
 AA7581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7581!SPC AL W     -   0.99996926  x   0.99993415  =   0.99990341
 AA7581!UTM  16      -   0.99996926  x   0.99963638  =   0.99960565
 AA7581
 AA7581|---------------------------------------------------------------------|
 AA7581| PID    Reference Object                     Distance      Geod. Az  |
 AA7581|                                                           dddmmss.s |
 AA7581| AA7582 64 22                               319.102 METERS 34225     |
 AA7581|---------------------------------------------------------------------|
 AA7581
 AA7581                          SUPERSEDED SURVEY CONTROL
 AA7581
 AA7581  ELLIP H (08/28/95)  195.88   (m)                       GP(       ) 4 1
 AA7581  NGVD 29 (08/28/95)  222.9    (m)          731.     (f) GPS OBS        
 AA7581
 AA7581.Superseded values are not recommended for survey control.
 AA7581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7581.See file dsdata.txt to determine how the superseded data were derived.
 AA7581
 AA7581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4567261698(NAD 83)
 AA7581_MARKER: DD = SURVEY DISK
 AA7581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7581_STAMPING: 64-21 1994
 AA7581_MARK LOGO: ALHD  
 AA7581_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7581+STABILITY: SURFACE MOTION
 AA7581_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7581+SATELLITE: SATELLITE OBSERVATIONS - January 23, 2003
 AA7581
 AA7581  HISTORY     - Date     Condition        Report By
 AA7581  HISTORY     - 1994     MONUMENTED       ALHD
 AA7581  HISTORY     - 20030123 GOOD             ALHD
 AA7581
 AA7581                          STATION DESCRIPTION
 AA7581
 AA7581'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7581'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF A
 AA7581'COUNTY GRAVEL ROAD, ABOUT 5.65 MI (9.09 KM) WEST OF NAUVOO AND ABOUT
 AA7581'7.95 MI (12.79 KM) NORTHWEST OF CARBON HILL. TO REACH THE STATION FROM
 AA7581'THE JUNCTION OF U.S. 78 AND ALA 13 (MILE POST 254.15 ON ALA 13 AND
 AA7581'MILE POST 38.05 ON U.S. 78) AT ELDRIDGE, DRIVE NORTH ON ALA 13 FOR
 AA7581'5.70 MI (9.17 KM) TO MILE POST 259.85 AND CHOCTAW ROAD ON THE RIGHT,
 AA7581'TURN RIGHT ON CHOCTAW ROAD AND DRIVE EAST FOR 0.30 MI (0.48 KM) TO
 AA7581'BYLER ROAD LEFT AND RIGHT, TURN RIGHT ON BYLER ROAD AND DRIVE SOUTH
 AA7581'FOR 0.35 MI (0.56 KM) TO SPRING HILL ROAD ON THE LEFT, TURN LEFT ON
 AA7581'SPRING HILL ROAD AND DRIVE NORTHEAST FOR 0.10 MI (0.16 KM) TO THE
 AA7581'STATION ON THE RIGHT. THE STATION IS 22.5 FT (6.9 M) EAST-SOUTHEAST OF
 AA7581'THE CENTER OF SPRING HILL ROAD, 89.0 FT (27.1 M) WEST OF A POWER POLE
 AA7581'IN A HAY FIELD, 2.4 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST,
 AA7581'AND SET FLUSH WITH THE GROUND. STATION 64-22 1994 MAY BE USED AS AN
 AA7581'AZIMUTH FOR THIS STATION.
 AA7581
 AA7581                          STATION RECOVERY (2003)
 AA7581
 AA7581'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 AA7581'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7582 ***********************************************************************
 AA7582  DESIGNATION -  64 22
 AA7582  PID         -  AA7582
 AA7582  STATE/COUNTY-  AL/WALKER
 AA7582  USGS QUAD   -  CARBON HILL (1983)
 AA7582
 AA7582                         *CURRENT SURVEY CONTROL
 AA7582  ___________________________________________________________________
 AA7582* NAD 83(1992)-  33 59 49.94078(N)    087 35 21.46010(W)     ADJUSTED  
 AA7582* NAVD 88     -       229.8    (meters)     754.     (feet)  VERTCON   
 AA7582  ___________________________________________________________________
 AA7582  X           -     222,661.166 (meters)                     COMP
 AA7582  Y           -  -5,288,914.759 (meters)                     COMP
 AA7582  Z           -   3,546,302.918 (meters)                     COMP
 AA7582  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 AA7582  ELLIP HEIGHT-         202.65  (meters)          (07/29/02) GPS OBS
 AA7582  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 AA7582
 AA7582  HORZ ORDER  -  FIRST
 AA7582  ELLP ORDER  -  FOURTH    CLASS I
 AA7582
 AA7582.The horizontal coordinates were established by GPS observations
 AA7582.and adjusted by the National Geodetic Survey in August 1995..
 AA7582
 AA7582.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7582.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7582
 AA7582.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7582
 AA7582.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7582
 AA7582.The ellipsoidal height was determined by GPS observations
 AA7582.and is referenced to NAD 83.
 AA7582
 AA7582.The geoid height was determined by GEOID03.
 AA7582
 AA7582;                    North         East     Units Scale Factor Converg.
 AA7582;SPC AL W     -   443,212.147   591,750.828   MT  0.99993417   -0 02 59.7
 AA7582;UTM  16      - 3,762,002.652   445,577.789   MT  0.99963651   -0 19 46.2
 AA7582
 AA7582!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7582!SPC AL W     -   0.99996819  x   0.99993417  =   0.99990236
 AA7582!UTM  16      -   0.99996819  x   0.99963651  =   0.99960471
 AA7582
 AA7582|---------------------------------------------------------------------|
 AA7582| PID    Reference Object                     Distance      Geod. Az  |
 AA7582|                                                           dddmmss.s |
 AA7582| AA7581 64 21                               319.102 METERS 16225     |
 AA7582|---------------------------------------------------------------------|
 AA7582
 AA7582                          SUPERSEDED SURVEY CONTROL
 AA7582
 AA7582  ELLIP H (08/28/95)  202.68   (m)                       GP(       ) 4 1
 AA7582  NGVD 29 (08/28/95)  229.7    (m)          754.     (f) GPS OBS        
 AA7582
 AA7582.Superseded values are not recommended for survey control.
 AA7582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7582.See file dsdata.txt to determine how the superseded data were derived.
 AA7582
 AA7582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4557862003(NAD 83)
 AA7582_MARKER: DD = SURVEY DISK
 AA7582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7582_STAMPING: 64-22 1994
 AA7582_MARK LOGO: ALHD  
 AA7582_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7582+STABILITY: SURFACE MOTION
 AA7582_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7582+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7582
 AA7582  HISTORY     - Date     Condition        Report By
 AA7582  HISTORY     - 1994     MONUMENTED       ALHD
 AA7582
 AA7582                          STATION DESCRIPTION
 AA7582
 AA7582'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7582'THE STATION IS LOCATED IN WALKER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7582'BYLER ROAD, ABOUT 5.80 MI (9.33 KM) WEST OF NAUVOO AND ABOUT 8.20 MI
 AA7582'(13.20 KM) NORTHWEST OF CARBON HILL. TO REACH THE STATION FROM THE
 AA7582'JUNCTION OF U.S. 78 AND ALA 13 (MILE POST 254.15 ON ALA 13 AND MILE
 AA7582'POST 38.05 ON U.S. 78) AT ELDRIDGE, DRIVE NORTH ON ALA 13 FOR 5.70 MI
 AA7582'(9.17 KM) TO MILE POST 259.85 AND CHOCTAW ROAD ON THE RIGHT, TURN
 AA7582'RIGHT ON CHOCTAW ROAD AND DRIVE EAST FOR 0.30 MI (0.48 KM) TO BYLER
 AA7582'ROAD LEFT AND RIGHT, TURN RIGHT ON BYLER ROAD AND DRIVE SOUTH FOR 0.10
 AA7582'MI (0.16 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9
 AA7582'M) EAST-NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON WHITE TOP,
 AA7582'GREEN STEEL POSTS, 36.0 FT (11.0 M) WEST-SOUTHWEST OF THE CENTER OF
 AA7582'BYLER ROAD, 36.0 FT (11.0 M) SOUTH-SOUTHEAST OF THE NORTHEAST CORNER
 AA7582'OF THE FENCE, 40.0 FT (12.2 M) EAST-NORTHEAST OF A JUNCTION POWER POLE
 AA7582'WITH ONE GUY WIRE IN A PASTURE, 48.6 FT (14.8 M) SOUTH OF A POWER
 AA7582'POLE, 48.7 FT (14.8 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 101 N 23,
 AA7582'73.8 FT (22.5 M) WEST-SOUTHWEST OF TELEPHONE SERVICE POLE NO. 8 ACROSS
 AA7582'THE ROAD, 74.9 FT (22.8 M) WEST-SOUTHWEST OF A FENCE CORNER ACROSS THE
 AA7582'ROAD, 3.2 FT (1.0 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND
 AA7582'SET FLUSH WITH THE GROUND. STATION 64-21 1994 MAY BE USED AS AN
 AA7582'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7583 ***********************************************************************
 AA7583  DESIGNATION -  64 23
 AA7583  PID         -  AA7583
 AA7583  STATE/COUNTY-  AL/WALKER
 AA7583  USGS QUAD   -  NAUVOO (1981)
 AA7583
 AA7583                         *CURRENT SURVEY CONTROL
 AA7583  ___________________________________________________________________
 AA7583* NAD 83(1992)-  33 59 13.52552(N)    087 27 48.13287(W)     ADJUSTED  
 AA7583* NAVD 88     -       199.6    (meters)     655.     (feet)  VERTCON   
 AA7583  ___________________________________________________________________
 AA7583  X           -     234,311.212 (meters)                     COMP
 AA7583  Y           -  -5,289,014.317 (meters)                     COMP
 AA7583  Z           -   3,545,355.731 (meters)                     COMP
 AA7583  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 AA7583  ELLIP HEIGHT-         172.46  (meters)          (07/29/02) GPS OBS
 AA7583  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AA7583
 AA7583  HORZ ORDER  -  FIRST
 AA7583  ELLP ORDER  -  FOURTH    CLASS I
 AA7583
 AA7583.The horizontal coordinates were established by GPS observations
 AA7583.and adjusted by the National Geodetic Survey in August 1995..
 AA7583
 AA7583.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7583.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7583
 AA7583.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7583
 AA7583.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7583
 AA7583.The ellipsoidal height was determined by GPS observations
 AA7583.and is referenced to NAD 83.
 AA7583
 AA7583.The geoid height was determined by GEOID03.
 AA7583
 AA7583;                    North         East     Units Scale Factor Converg.
 AA7583;SPC AL W     -   442,087.215   603,384.319   MT  0.99993347   +0 01 13.7
 AA7583;UTM  16      - 3,760,821.334   457,202.114   MT  0.99962258   -0 15 32.5
 AA7583
 AA7583!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7583!SPC AL W     -   0.99997293  x   0.99993347  =   0.99990640
 AA7583!UTM  16      -   0.99997293  x   0.99962258  =   0.99959552
 AA7583
 AA7583                          SUPERSEDED SURVEY CONTROL
 AA7583
 AA7583  ELLIP H (08/28/95)  172.49   (m)                       GP(       ) 4 1
 AA7583  NGVD 29 (08/28/95)  199.6    (m)          655.     (f) GPS OBS        
 AA7583
 AA7583.Superseded values are not recommended for survey control.
 AA7583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7583.See file dsdata.txt to determine how the superseded data were derived.
 AA7583
 AA7583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5720260821(NAD 83)
 AA7583_MARKER: DD = SURVEY DISK
 AA7583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7583_STAMPING: 64-23 1994
 AA7583_MARK LOGO: ALHD  
 AA7583_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7583+STABILITY: SURFACE MOTION
 AA7583_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7583+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7583
 AA7583  HISTORY     - Date     Condition        Report By
 AA7583  HISTORY     - 1994     MONUMENTED       ALHD
 AA7583
 AA7583                          STATION DESCRIPTION
 AA7583
 AA7583'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7583'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7583'NEW OAK GROVE ROAD, ABOUT 1.40 MI (2.25 KM) EAST OF NAUVOO AND ABOUT
 AA7583'7.70 MI (12.39 KM) NORTHEAST OF CARBON HILL. TO REACH THE STATION FROM
 AA7583'THE JUNCTION OF ALA 4, ALA 5, AND ALA 195 (MILE POST 61.50 ON ALA 4
 AA7583'AND ALA 5 AND MILE POST 1.90 ON ALA 195) ON THE NORTH SIDE OF JASPER,
 AA7583'DRIVE NORTHWEST ON ALA 4 AND ALA 5 FOR 13.45 MI (21.65 KM) TO MILE
 AA7583'POST 48.05 AND A PAVED CROSS ROAD WITH SANDCUT ROAD LEFT AND NEW OAK
 AA7583'GROVE ROAD RIGHT, TURN RIGHT ON NEW OAK GROVE ROAD AND DRIVE NORTH FOR
 AA7583'0.45 MI (0.72 KM) TO A REVERSE Y-INTERSECTION WITH BUSHY CHURCH ROAD
 AA7583'RIGHT AND NEW OAK GROVE ROAD LEFT, BEAR LEFT ON NEW OAK GROVE ROAD AND
 AA7583'DRIVE NORTH FOR 0.45 MI (0.72 KM) TO A PAVED CROSS ROAD WITH POPULAR
 AA7583'SPRINGS ROAD LEFT AND RIGHT, CONTINUE NORTH FOR 0.20 MI (0.32 KM) TO
 AA7583'THE STATION ON THE RIGHT. THE STATION IS 3.5 FT (1.1 M) WEST OF A LINE
 AA7583'OF RUSTY STEEL FENCE POSTS, 36.5 FT (11.1 M) EAST OF THE CENTER OF NEW
 AA7583'OAK GROVE ROAD, 97.1 FT (29.6 M) EAST OF THE NORTHEAST CORNER OF A
 AA7583'WHITE MOBILE HOME ACROSS THE ROAD, 101.4 FT (30.9 M) EAST-NORTHEAST OF
 AA7583'THE SOUTHEAST CORNER OF A WHITE MOBILE HOME ACROSS THE ROAD, 103.8 FT
 AA7583'(31.6 M) NORTHEAST OF A POWER SERVICE POLE ACROSS THE ROAD, 104.7 FT
 AA7583'(31.9 M) NORTH OF THE SOUTHWEST CORNER OF THE LINE OF FENCE POSTS,
 AA7583'150.6 FT (45.9 M) NORTH OF TRANSFORMER POWER POLE NO. 17405, 2.4 FT
 AA7583'(0.7 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7583'GROUND. STATION 64-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7584 ***********************************************************************
 AA7584  DESIGNATION -  64 24
 AA7584  PID         -  AA7584
 AA7584  STATE/COUNTY-  AL/WALKER
 AA7584  USGS QUAD   -  NAUVOO (1981)
 AA7584
 AA7584                         *CURRENT SURVEY CONTROL
 AA7584  ___________________________________________________________________
 AA7584* NAD 83(1992)-  33 59 34.89184(N)    087 27 45.05034(W)     ADJUSTED  
 AA7584* NAVD 88     -       202.9    (meters)     666.     (feet)  VERTCON   
 AA7584  ___________________________________________________________________
 AA7584  X           -     234,374.080 (meters)                     COMP
 AA7584  Y           -  -5,288,645.842 (meters)                     COMP
 AA7584  Z           -   3,545,903.427 (meters)                     COMP
 AA7584  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AA7584  ELLIP HEIGHT-         175.74  (meters)          (07/29/02) GPS OBS
 AA7584  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AA7584
 AA7584  HORZ ORDER  -  FIRST
 AA7584  ELLP ORDER  -  FOURTH    CLASS I
 AA7584
 AA7584.The horizontal coordinates were established by GPS observations
 AA7584.and adjusted by the National Geodetic Survey in August 1995..
 AA7584
 AA7584.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7584.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7584
 AA7584.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7584
 AA7584.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7584
 AA7584.The ellipsoidal height was determined by GPS observations
 AA7584.and is referenced to NAD 83.
 AA7584
 AA7584.The geoid height was determined by GEOID03.
 AA7584
 AA7584;                    North         East     Units Scale Factor Converg.
 AA7584;SPC AL W     -   442,745.533   603,463.190   MT  0.99993348   +0 01 15.4
 AA7584;UTM  16      - 3,761,479.054   457,284.170   MT  0.99962249   -0 15 30.9
 AA7584
 AA7584!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7584!SPC AL W     -   0.99997241  x   0.99993348  =   0.99990589
 AA7584!UTM  16      -   0.99997241  x   0.99962249  =   0.99959491
 AA7584
 AA7584                          SUPERSEDED SURVEY CONTROL
 AA7584
 AA7584  ELLIP H (08/28/95)  175.77   (m)                       GP(       ) 4 1
 AA7584  NGVD 29 (08/28/95)  202.9    (m)          666.     (f) GPS OBS        
 AA7584
 AA7584.Superseded values are not recommended for survey control.
 AA7584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7584.See file dsdata.txt to determine how the superseded data were derived.
 AA7584
 AA7584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5728461479(NAD 83)
 AA7584_MARKER: DD = SURVEY DISK
 AA7584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7584_STAMPING: 64-24 1994
 AA7584_MARK LOGO: ALHD  
 AA7584_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7584+STABILITY: SURFACE MOTION
 AA7584_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7584+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7584
 AA7584  HISTORY     - Date     Condition        Report By
 AA7584  HISTORY     - 1994     MONUMENTED       ALHD
 AA7584
 AA7584                          STATION DESCRIPTION
 AA7584
 AA7584'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7584'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7584'NEW OAK GROVE ROAD, ABOUT 1.45 MI (2.33 KM) EAST OF NAUVOO AND ABOUT
 AA7584'8.05 MI (12.95 KM) NORTHEAST OF CARBON HILL. TO REACH THE STATION FROM
 AA7584'THE JUNCTION OF ALA 4, ALA 5, AND ALA 195 (MILE POST 61.50 ON ALA 4
 AA7584'AND ALA 5 AND MILE POST 1.90 ON ALA 195) ON THE NORTH SIDE OF JASPER,
 AA7584'DRIVE NORTHWEST ON ALA 4 AND ALA 5 FOR 13.45 MI (21.65 KM) TO MILE
 AA7584'POST 48.05 AND A PAVED CROSS ROAD WITH SANDCUT ROAD LEFT AND NEW OAK
 AA7584'GROVE ROAD RIGHT, TURN RIGHT ON NEW OAK GROVE ROAD AND DRIVE NORTH FOR
 AA7584'0.45 MI (0.72 KM) TO A REVERSE Y-INTERSECTION WITH BUSHY CHURCH ROAD
 AA7584'RIGHT AND NEW OAK GROVE ROAD LEFT, BEAR LEFT ON NEW OAK GROVE ROAD AND
 AA7584'DRIVE NORTH FOR 0.45 MI (0.72 KM) TO A PAVED CROSS ROAD WITH POPULAR
 AA7584'SPRINGS ROAD LEFT AND RIGHT, CONTINUE NORTH FOR 0.60 MI (0.97 KM) TO
 AA7584'THE STATION ON THE RIGHT. THE STATION IS 28.2 FT (8.6 M) EAST OF THE
 AA7584'CENTER OF NEW OAK GROVE ROAD, 130.4 FT (39.7 M) SOUTH OF OF THE SOUTH
 AA7584'CABLE POLE WITH ONE GUY WIRE OF A LINE OF CABLE POLES, 2.2 FT (0.7 M)
 AA7584'WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7584'STATION 64-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7585 ***********************************************************************
 AA7585  DESIGNATION -  64 25
 AA7585  PID         -  AA7585
 AA7585  STATE/COUNTY-  AL/WALKER
 AA7585  USGS QUAD   -  MANCHESTER (1981)
 AA7585
 AA7585                         *CURRENT SURVEY CONTROL
 AA7585  ___________________________________________________________________
 AA7585* NAD 83(1992)-  33 59 17.80963(N)    087 21 17.15325(W)     ADJUSTED  
 AA7585* NAVD 88     -       215.4    (meters)     707.     (feet)  VERTCON   
 AA7585  ___________________________________________________________________
 AA7585  X           -     244,333.425 (meters)                     COMP
 AA7585  Y           -  -5,288,499.914 (meters)                     COMP
 AA7585  Z           -   3,545,473.927 (meters)                     COMP
 AA7585  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AA7585  ELLIP HEIGHT-         188.10  (meters)          (07/29/02) GPS OBS
 AA7585  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA7585
 AA7585  HORZ ORDER  -  FIRST
 AA7585  ELLP ORDER  -  FOURTH    CLASS I
 AA7585
 AA7585.The horizontal coordinates were established by GPS observations
 AA7585.and adjusted by the National Geodetic Survey in August 1995..
 AA7585
 AA7585.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7585.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7585
 AA7585.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7585
 AA7585.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7585
 AA7585.The ellipsoidal height was determined by GPS observations
 AA7585.and is referenced to NAD 83.
 AA7585
 AA7585.The geoid height was determined by GEOID03.
 AA7585
 AA7585;                    North         East     Units Scale Factor Converg.
 AA7585;SPC AL W     -   442,228.109   613,418.477   MT  0.99993555   +0 04 52.3
 AA7585;UTM  16      - 3,760,913.247   467,233.663   MT  0.99961323   -0 11 54.0
 AA7585
 AA7585!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7585!SPC AL W     -   0.99997047  x   0.99993555  =   0.99990602
 AA7585!UTM  16      -   0.99997047  x   0.99961323  =   0.99958371
 AA7585
 AA7585                          SUPERSEDED SURVEY CONTROL
 AA7585
 AA7585  ELLIP H (08/28/95)  188.14   (m)                       GP(       ) 4 1
 AA7585  NGVD 29 (08/28/95)  215.4    (m)          707.     (f) GPS OBS        
 AA7585
 AA7585.Superseded values are not recommended for survey control.
 AA7585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7585.See file dsdata.txt to determine how the superseded data were derived.
 AA7585
 AA7585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6723460913(NAD 83)
 AA7585_MARKER: DD = SURVEY DISK
 AA7585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7585_STAMPING: 64-25 1994
 AA7585_MARK LOGO: ALHD  
 AA7585_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7585+STABILITY: SURFACE MOTION
 AA7585_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7585+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7585
 AA7585  HISTORY     - Date     Condition        Report By
 AA7585  HISTORY     - 1994     MONUMENTED       ALHD
 AA7585
 AA7585                          STATION DESCRIPTION
 AA7585
 AA7585'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7585'THE STATION IS LOCATED IN WALKER COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA7585'OF ALA 195, ABOUT 7.55 MI (12.15 KM) EAST OF NAUVOO AND ABOUT 11.60 MI
 AA7585'(18.67 KM) NORTH-NORTHWEST OF JASPER. TO REACH THE STATION FROM THE
 AA7585'JUNCTION OF ALA 4, ALA 5, AND ALA 195 (MILE POST 1.90 ON ALA 195 AND
 AA7585'MILE POST 61.50 ON ALA 4 AND ALA 5) ON THE NORTH SIDE OF JASPER, DRIVE
 AA7585'NORTH AND NORTHWEST ON ALA 195 FOR 10.90 MI (17.54 KM) TO MILE POST
 AA7585'12.80 AND THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M)
 AA7585'SOUTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL
 AA7585'POSTS, 5.8 FT (1.8 M) WEST-NORTHWEST OF A CROSS TIE POST IN THE FENCE
 AA7585'LINE, 49.6 FT (15.1 M) EAST OF THE EAST POST OF A BANKHEAD NATIONAL
 AA7585'FOREST CLEAR CREEK RECREATION AREA 8 MILES (12.9 KM) SIGN, 51.8 FT
 AA7585'(15.8 M) SOUTH-SOUTHEAST OF THE NORTHWEST CROSS TIE FENCE CORNER POST,
 AA7585'65.8 FT (20.1 M) NORTHEAST OF THE CENTERLINE OF ALA 195, 3.2 FT (1.0
 AA7585'M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7585'GROUND. STATION 67-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7586 ***********************************************************************
 AA7586  DESIGNATION -  64 26
 AA7586  PID         -  AA7586
 AA7586  STATE/COUNTY-  AL/WALKER
 AA7586  USGS QUAD   -  MANCHESTER (1981)
 AA7586
 AA7586                         *CURRENT SURVEY CONTROL
 AA7586  ___________________________________________________________________
 AA7586* NAD 83(1992)-  33 59 22.36706(N)    087 16 49.57113(W)     ADJUSTED  
 AA7586* NAVD 88     -       206.5    (meters)     677.     (feet)  VERTCON   
 AA7586  ___________________________________________________________________
 AA7586  X           -     251,189.773 (meters)                     COMP
 AA7586  Y           -  -5,288,092.570 (meters)                     COMP
 AA7586  Z           -   3,545,585.290 (meters)                     COMP
 AA7586  LAPLACE CORR-          -2.69  (seconds)                    DEFLEC99
 AA7586  ELLIP HEIGHT-         179.03  (meters)          (07/29/02) GPS OBS
 AA7586  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA7586
 AA7586  HORZ ORDER  -  FIRST
 AA7586  ELLP ORDER  -  FOURTH    CLASS I
 AA7586
 AA7586.The horizontal coordinates were established by GPS observations
 AA7586.and adjusted by the National Geodetic Survey in August 1995..
 AA7586
 AA7586.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7586.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7586
 AA7586.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7586
 AA7586.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7586
 AA7586.The ellipsoidal height was determined by GPS observations
 AA7586.and is referenced to NAD 83.
 AA7586
 AA7586.The geoid height was determined by GEOID03.
 AA7586
 AA7586;                    North         East     Units Scale Factor Converg.
 AA7586;SPC AL W     -   442,380.744   620,285.485   MT  0.99993840   +0 07 21.9
 AA7586;UTM  16      - 3,761,032.341   474,099.093   MT  0.99960827   -0 09 24.4
 AA7586
 AA7586!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7586!SPC AL W     -   0.99997190  x   0.99993840  =   0.99991030
 AA7586!UTM  16      -   0.99997190  x   0.99960827  =   0.99958018
 AA7586
 AA7586:                Primary Azimuth Mark                     Grid Az
 AA7586:SPC AL W     -  64 27                                    053 36 53.3
 AA7586:UTM  16      -  64 27                                    053 53 39.6
 AA7586
 AA7586|---------------------------------------------------------------------|
 AA7586| PID    Reference Object                     Distance      Geod. Az  |
 AA7586|                                                           dddmmss.s |
 AA7586| AA7587 64 27                               APPROX. 0.5 KM 0534415.2 |
 AA7586|---------------------------------------------------------------------|
 AA7586
 AA7586                          SUPERSEDED SURVEY CONTROL
 AA7586
 AA7586  ELLIP H (08/28/95)  179.07   (m)                       GP(       ) 4 1
 AA7586  NGVD 29 (08/28/95)  206.4    (m)          677.     (f) GPS OBS        
 AA7586
 AA7586.Superseded values are not recommended for survey control.
 AA7586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7586.See file dsdata.txt to determine how the superseded data were derived.
 AA7586
 AA7586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7409961032(NAD 83)
 AA7586_MARKER: DD = SURVEY DISK
 AA7586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7586_STAMPING: 64-26 1994
 AA7586_MARK LOGO: ALHD  
 AA7586_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7586+STABILITY: SURFACE MOTION
 AA7586_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7586+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7586
 AA7586  HISTORY     - Date     Condition        Report By
 AA7586  HISTORY     - 1994     MONUMENTED       ALHD
 AA7586
 AA7586                          STATION DESCRIPTION
 AA7586
 AA7586'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7586'THE STATION IS LOCATED IN WALKER COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA7586'OF FALL CITY ROAD, ABOUT 10.80 MI (17.38 KM) NORTH OF JASPER AND ABOUT
 AA7586'11.75 MI (18.91 KM) EAST OF NAUVOO. TO REACH THE STATION FROM THE
 AA7586'JUNCTION OF ALA 4, ALA 5, AND ALA 195 (MILE POST 1.90 ON ALA 195 AND
 AA7586'MILE POST 61.50 ON ALA 4 AND ALA 5) ON THE NORTH SIDE OF JASPER, DRIVE
 AA7586'NORTH AND NORTHWEST ON ALA 195 FOR 4.15 MI (6.68 KM) TO MILE POST 6.05
 AA7586'AND FALL CITY ROAD ON THE RIGHT, TURN RIGHT ON FALL CITY ROAD AND
 AA7586'DRIVE NORTHEAST FOR 6.25 MI (10.06 KM) TO THE STATION ON THE LEFT. THE
 AA7586'STATION IS LOCATED ON TOP OF AN 8 FT. BACKSLOPE, 63.8 FT (19.4 M)
 AA7586'SOUTHWEST OF CONCRETE R O W MARKER 372 + 75, 70.5 FT (21.5 M)
 AA7586'NORTHWEST OF THE CENTERLINE OF FALL CITY ROAD, 71.8 FT (21.9 M)
 AA7586'NORTHEAST OF JUNCTION POWER AND CABLE POLE NO. 128 WITH ONE GUY WIRE,
 AA7586'76.0 FT (23.2 M) SOUTHWEST OF POWER AND CABLE POLE NO. 129 WITH TWO
 AA7586'GUY WIRES, 76.8 FT (23.4 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO.
 AA7586'129, 85.4 FT (26.0 M) WEST-SOUTHWEST OF A LAMON CHAPEL RD, A FALL CITY
 AA7586'RD, AND A STOP SIGN, 108.0 FT (32.9 M) WEST-SOUTHWEST OF THE CENTER OF
 AA7586'LAMON CHAPEL ROAD, 2.4 FT (0.7 M) SOUTHEAST OF A CARSONITE WITNESS
 AA7586'POST, AND SET FLUSH WITH THE GROUND. STATION 64-27 1994 MAY BE USED AS
 AA7586'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7587 ***********************************************************************
 AA7587  DESIGNATION -  64 27
 AA7587  PID         -  AA7587
 AA7587  STATE/COUNTY-  AL/WALKER
 AA7587  USGS QUAD   -  MANCHESTER (1981)
 AA7587
 AA7587                         *CURRENT SURVEY CONTROL
 AA7587  ___________________________________________________________________
 AA7587* NAD 83(1992)-  33 59 32.84024(N)    087 16 32.43023(W)     ADJUSTED  
 AA7587* NAVD 88     -       203.2    (meters)     667.     (feet)  VERTCON   
 AA7587  ___________________________________________________________________
 AA7587  X           -     251,620.516 (meters)                     COMP
 AA7587  Y           -  -5,287,888.760 (meters)                     COMP
 AA7587  Z           -   3,545,851.026 (meters)                     COMP
 AA7587  LAPLACE CORR-          -2.75  (seconds)                    DEFLEC99
 AA7587  ELLIP HEIGHT-         175.76  (meters)          (07/29/02) GPS OBS
 AA7587  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 AA7587
 AA7587  HORZ ORDER  -  FIRST
 AA7587  ELLP ORDER  -  FOURTH    CLASS I
 AA7587
 AA7587.The horizontal coordinates were established by GPS observations
 AA7587.and adjusted by the National Geodetic Survey in August 1995..
 AA7587
 AA7587.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7587.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7587
 AA7587.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7587
 AA7587.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7587
 AA7587.The ellipsoidal height was determined by GPS observations
 AA7587.and is referenced to NAD 83.
 AA7587
 AA7587.The geoid height was determined by GEOID03.
 AA7587
 AA7587;                    North         East     Units Scale Factor Converg.
 AA7587;SPC AL W     -   442,704.373   620,724.681   MT  0.99993863   +0 07 31.5
 AA7587;UTM  16      - 3,761,353.717   474,539.718   MT  0.99960799   -0 09 14.9
 AA7587
 AA7587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7587!SPC AL W     -   0.99997241  x   0.99993863  =   0.99991104
 AA7587!UTM  16      -   0.99997241  x   0.99960799  =   0.99958041
 AA7587
 AA7587:                Primary Azimuth Mark                     Grid Az
 AA7587:SPC AL W     -  64 26                                    233 36 53.2
 AA7587:UTM  16      -  64 26                                    233 53 39.6
 AA7587
 AA7587|---------------------------------------------------------------------|
 AA7587| PID    Reference Object                     Distance      Geod. Az  |
 AA7587|                                                           dddmmss.s |
 AA7587| AA7586 64 26                               APPROX. 0.5 KM 2334424.7 |
 AA7587|---------------------------------------------------------------------|
 AA7587
 AA7587                          SUPERSEDED SURVEY CONTROL
 AA7587
 AA7587  ELLIP H (08/28/95)  175.80   (m)                       GP(       ) 4 1
 AA7587  NGVD 29 (08/28/95)  203.2    (m)          667.     (f) GPS OBS        
 AA7587
 AA7587.Superseded values are not recommended for survey control.
 AA7587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7587.See file dsdata.txt to determine how the superseded data were derived.
 AA7587
 AA7587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7454061354(NAD 83)
 AA7587_MARKER: DD = SURVEY DISK
 AA7587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7587_STAMPING: 64-27 1994
 AA7587_MARK LOGO: ALHD  
 AA7587_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7587+STABILITY: SURFACE MOTION
 AA7587_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7587+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7587
 AA7587  HISTORY     - Date     Condition        Report By
 AA7587  HISTORY     - 1994     MONUMENTED       ALHD
 AA7587
 AA7587                          STATION DESCRIPTION
 AA7587
 AA7587'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7587'THE STATION IS LOCATED IN WALKER COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7587'FALL CITY ROAD, ABOUT 11.05 MI (17.78 KM) NORTH OF JASPER AND ABOUT
 AA7587'12.00 MI (19.31 KM) EAST OF NAUVOO. TO REACH THE STATION FROM THE
 AA7587'JUNCTION OF ALA 4, ALA 5, AND ALA 195 (MILE POST 1.90 ON ALA 195 AND
 AA7587'MILE POST 61.50 ON ALA 4 AND ALA 5) ON THE NORTH SIDE OF JASPER, DRIVE
 AA7587'NORTH AND NORTHWEST ON ALA 195 FOR 4.15 MI (6.68 KM) TO MILE POST 6.05
 AA7587'AND FALL CITY ROAD ON THE RIGHT, TURN RIGHT ON FALL CITY ROAD AND
 AA7587'DRIVE NORTHEAST FOR 6.60 MI (10.62 KM) TO THE STATION ON THE LEFT. THE
 AA7587'STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A HOG WIRE FENCE ON
 AA7587'TREATED WOOD AND STEEL POSTS, 63.5 FT (19.4 M) NORTH-NORTHWEST OF THE
 AA7587'CENTERLINE OF FALL CITY ROAD, 83.9 FT (25.6 M) NORTH OF JUNCTION POWER
 AA7587'AND CABLE POLE NO. 136, 99.4 FT (30.3 M) SOUTHWEST OF POWER AND CABLE
 AA7587'POLE NO. 137, 118.5 FT (36.1 M) NORTH-NORTHWEST OF TRANSFORMER POWER
 AA7587'POLE NO. 9386 ACROSS THE ROAD, 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE
 AA7587'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 64-26 1994 MAY BE
 AA7587'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7588 ***********************************************************************
 AA7588  DESIGNATION -  64 28
 AA7588  PID         -  AA7588
 AA7588  STATE/COUNTY-  AL/WALKER
 AA7588  USGS QUAD   -  SUNLIGHT (1978)
 AA7588
 AA7588                         *CURRENT SURVEY CONTROL
 AA7588  ___________________________________________________________________
 AA7588* NAD 83(1992)-  33 55 45.95725(N)    087 09 31.38422(W)     ADJUSTED  
 AA7588* NAVD 88     -       170.7    (meters)     560.     (feet)  VERTCON   
 AA7588  ___________________________________________________________________
 AA7588  X           -     262,606.321 (meters)                     COMP
 AA7588  Y           -  -5,291,237.336 (meters)                     COMP
 AA7588  Z           -   3,540,034.366 (meters)                     COMP
 AA7588  LAPLACE CORR-          -3.09  (seconds)                    DEFLEC99
 AA7588  ELLIP HEIGHT-         142.89  (meters)          (07/29/02) GPS OBS
 AA7588  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA7588
 AA7588  HORZ ORDER  -  FIRST
 AA7588  ELLP ORDER  -  FOURTH    CLASS I
 AA7588
 AA7588.The horizontal coordinates were established by GPS observations
 AA7588.and adjusted by the National Geodetic Survey in August 1995..
 AA7588
 AA7588.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7588.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7588
 AA7588.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7588
 AA7588.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7588
 AA7588.The ellipsoidal height was determined by GPS observations
 AA7588.and is referenced to NAD 83.
 AA7588
 AA7588.The geoid height was determined by GEOID03.
 AA7588
 AA7588;                    North         East     Units Scale Factor Converg.
 AA7588;SPC AL W     -   435,743.987   631,553.295   MT  0.99994560   +0 11 25.8
 AA7588;UTM  16      - 3,754,342.987   485,330.635   MT  0.99960265   -0 05 18.9
 AA7588
 AA7588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7588!SPC AL W     -   0.99997757  x   0.99994560  =   0.99992317
 AA7588!UTM  16      -   0.99997757  x   0.99960265  =   0.99958023
 AA7588
 AA7588|---------------------------------------------------------------------|
 AA7588| PID    Reference Object                     Distance      Geod. Az  |
 AA7588|                                                           dddmmss.s |
 AA7588| AA7589 64 29                               383.148 METERS 00628     |
 AA7588|---------------------------------------------------------------------|
 AA7588
 AA7588                          SUPERSEDED SURVEY CONTROL
 AA7588
 AA7588  ELLIP H (08/28/95)  142.93   (m)                       GP(       ) 4 1
 AA7588  NGVD 29 (08/28/95)  170.6    (m)          560.     (f) GPS OBS        
 AA7588
 AA7588.Superseded values are not recommended for survey control.
 AA7588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7588.See file dsdata.txt to determine how the superseded data were derived.
 AA7588
 AA7588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8533154343(NAD 83)
 AA7588_MARKER: DD = SURVEY DISK
 AA7588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7588_STAMPING: 64-28 1994
 AA7588_MARK LOGO: ALHD  
 AA7588_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7588+STABILITY: SURFACE MOTION
 AA7588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7588+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7588
 AA7588  HISTORY     - Date     Condition        Report By
 AA7588  HISTORY     - 1994     MONUMENTED       ALHD
 AA7588
 AA7588                          STATION DESCRIPTION
 AA7588
 AA7588'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7588'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7588'WALKER COUNTY ROAD NO. 51, ABOUT 9.60 MI (15.45 KM) NORTHEAST OF
 AA7588'JASPER AND ABOUT 12.00 MI (19.31 KM) NORTH OF CORDOVA. TO REACH THE
 AA7588'STATION FROM THE JUNCTION OF U.S. 78 EAST AND ALA 69 NORTH (MILE POST
 AA7588'205.30 ON ALA 69 AND MILE POST 65.10 ON U.S. 78) ON THE EAST SIDE OF
 AA7588'JASPER, DRIVE NORTHEAST ON ALA 69 FOR 6.85 MI (11.02 KM) TO MILE POST
 AA7588'212.15 AND WALKER COUNTY ROAD NO. 51 ON THE LEFT, TURN LEFT ON WALKER
 AA7588'COUNTY ROAD NO. 51 AND DRIVE NORTHWEST AND NORTH FOR 1.05 MI (1.69 KM)
 AA7588'TO A PAVED CROSS ROAD, CONTINUE NORTH FOR 1.15 MI (1.85 KM) TO THE
 AA7588'STATION ON THE RIGHT. THE STATION IS 1.9 FT (0.6 M) WEST OF A FIVE
 AA7588'STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 21.5 FT (6.6
 AA7588'M) EAST OF THE CENTER OF WALKER COUNTY ROAD NO. 51, 52.2 FT (15.9 M)
 AA7588'NORTH OF THE NORTH ONE OF THREE CONNECTED WOOD POSTS IN THE FENCE
 AA7588'LINE, 147.7 FT (45.0 M) SOUTH OF THE SOUTH ONE OF THREE CONNECTED WOOD
 AA7588'POSTS IN THE FENCE LINE, 209.6 FT (63.9 M) NORTH-NORTHEAST OF
 AA7588'TRANSFORMER POWER POLE NO. 9506 ACROSS THE ROAD, 2.0 FT (0.6 M) WEST
 AA7588'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA7588'64-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7589 ***********************************************************************
 AA7589  DESIGNATION -  64 29
 AA7589  PID         -  AA7589
 AA7589  STATE/COUNTY-  AL/WALKER
 AA7589  USGS QUAD   -  SUNLIGHT (1978)
 AA7589
 AA7589                         *CURRENT SURVEY CONTROL
 AA7589  ___________________________________________________________________
 AA7589* NAD 83(1992)-  33 55 58.31331(N)    087 09 29.70309(W)     ADJUSTED  
 AA7589* NAVD 88     -       173.3    (meters)     569.     (feet)  VERTCON   
 AA7589  ___________________________________________________________________
 AA7589  X           -     262,639.020 (meters)                     COMP
 AA7589  Y           -  -5,291,025.147 (meters)                     COMP
 AA7589  Z           -   3,540,351.735 (meters)                     COMP
 AA7589  LAPLACE CORR-          -3.10  (seconds)                    DEFLEC99
 AA7589  ELLIP HEIGHT-         145.55  (meters)          (07/29/02) GPS OBS
 AA7589  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA7589
 AA7589  HORZ ORDER  -  FIRST
 AA7589  ELLP ORDER  -  FOURTH    CLASS I
 AA7589
 AA7589.The horizontal coordinates were established by GPS observations
 AA7589.and adjusted by the National Geodetic Survey in August 1995..
 AA7589
 AA7589.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7589.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7589
 AA7589.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7589
 AA7589.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7589
 AA7589.The ellipsoidal height was determined by GPS observations
 AA7589.and is referenced to NAD 83.
 AA7589
 AA7589.The geoid height was determined by GEOID03.
 AA7589
 AA7589;                    North         East     Units Scale Factor Converg.
 AA7589;SPC AL W     -   436,124.816   631,595.202   MT  0.99994563   +0 11 26.8
 AA7589;UTM  16      - 3,754,723.476   485,374.382   MT  0.99960264   -0 05 18.0
 AA7589
 AA7589!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7589!SPC AL W     -   0.99997715  x   0.99994563  =   0.99992278
 AA7589!UTM  16      -   0.99997715  x   0.99960264  =   0.99957980
 AA7589
 AA7589|---------------------------------------------------------------------|
 AA7589| PID    Reference Object                     Distance      Geod. Az  |
 AA7589|                                                           dddmmss.s |
 AA7589| AA7588 64 28                               383.148 METERS 18628     |
 AA7589|---------------------------------------------------------------------|
 AA7589
 AA7589                          SUPERSEDED SURVEY CONTROL
 AA7589
 AA7589  ELLIP H (08/28/95)  145.59   (m)                       GP(       ) 4 1
 AA7589  NGVD 29 (08/28/95)  173.3    (m)          569.     (f) GPS OBS        
 AA7589
 AA7589.Superseded values are not recommended for survey control.
 AA7589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7589.See file dsdata.txt to determine how the superseded data were derived.
 AA7589
 AA7589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8537454723(NAD 83)
 AA7589_MARKER: DD = SURVEY DISK
 AA7589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7589_STAMPING: 64-29 1994
 AA7589_MARK LOGO: ALHD  
 AA7589_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7589+STABILITY: SURFACE MOTION
 AA7589_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7589+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7589
 AA7589  HISTORY     - Date     Condition        Report By
 AA7589  HISTORY     - 1994     MONUMENTED       ALHD
 AA7589
 AA7589                          STATION DESCRIPTION
 AA7589
 AA7589'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7589'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7589'WALKER COUNTY ROAD NO. 51, ABOUT 9.90 MI (15.93 KM) NORTHEAST OF
 AA7589'JASPER AND ABOUT 12.25 MI (19.71 KM) NORTH OF CORDOVA. TO REACH THE
 AA7589'STATION FROM THE JUNCTION OF U.S. 78 EAST AND ALA 69 NORTH (MILE POST
 AA7589'205.30 ON ALA 69 AND MILE POST 65.10 ON U.S. 78) ON THE EAST SIDE OF
 AA7589'JASPER, DRIVE NORTHEAST ON ALA 69 FOR 6.85 MI (11.02 KM) TO MILE POST
 AA7589'212.15 AND WALKER COUNTY ROAD NO. 51 ON THE LEFT, TURN LEFT ON WALKER
 AA7589'COUNTY ROAD NO. 51 AND DRIVE NORTHWEST AND NORTH FOR 1.05 MI (1.69 KM)
 AA7589'TO A PAVED CROSS ROAD, CONTINUE NORTH FOR 1.40 MI (2.25 KM) TO THE
 AA7589'STATION ON THE RIGHT. THE STATION IS 1.9 FT (0.6 M) WEST OF A FIVE
 AA7589'STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 14.9 FT (4.5
 AA7589'M) SOUTH OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE
 AA7589'LINE, 23.5 FT (7.2 M) EAST OF THE CENTER OF WALKER COUNTY ROAD NO. 51,
 AA7589'166.9 FT (50.9 M) NORTH OF A FENCE JUNCTION, 185.4 FT (56.5 M) SOUTH
 AA7589'OF TELEPHONE SERVICE POLE NO. 78, 185.4 FT (56.5 M) SOUTH OF TELEPHONE
 AA7589'CABLE PEDESTAL NO. 78, 201.6 FT (61.4 M) SOUTH OF A FENCE CORNER SOUTH
 AA7589'OF A FIELD ROAD, 2.2 FT (0.7 M) WEST OF A CARSONITE WITNESS POST, AND
 AA7589'SET FLUSH WITH THE GROUND. STATION 64-28 1994 MAY BE USED AS AN
 AA7589'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2772 ***********************************************************************
 DH2772  DESIGNATION -  64 3
 DH2772  PID         -  DH2772
 DH2772  STATE/COUNTY-  AL/WALKER
 DH2772  USGS QUAD   -  TOWNLEY (1981)
 DH2772
 DH2772                         *CURRENT SURVEY CONTROL
 DH2772  ___________________________________________________________________
 DH2772* NAD 83(1992)-  33 49 43.94787(N)    087 25 55.84074(W)     ADJUSTED  
 DH2772* NAVD 88     -       104.3    (meters)     342.     (feet)  VERTCON   
 DH2772  ___________________________________________________________________
 DH2772  X           -     237,625.620 (meters)                     COMP
 DH2772  Y           -  -5,298,587.027 (meters)                     COMP
 DH2772  Z           -   3,530,737.114 (meters)                     COMP
 DH2772  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 DH2772  ELLIP HEIGHT-          76.64  (meters)          (07/29/02) GPS OBS
 DH2772  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DH2772
 DH2772  HORZ ORDER  -  FIRST
 DH2772  ELLP ORDER  -  FOURTH    CLASS I
 DH2772
 DH2772.The horizontal coordinates were established by GPS observations
 DH2772.and adjusted by the National Geodetic Survey in December 1992..
 DH2772
 DH2772.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2772
 DH2772.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2772
 DH2772.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2772
 DH2772.The ellipsoidal height was determined by GPS observations
 DH2772.and is referenced to NAD 83.
 DH2772
 DH2772.The geoid height was determined by GEOID03.
 DH2772
 DH2772;                    North         East     Units Scale Factor Converg.
 DH2772;SPC AL W     -   424,540.414   606,277.841   MT  0.99993382   +0 02 15.9
 DH2772;UTM  16      - 3,743,266.142   460,009.301   MT  0.99961971   -0 14 26.2
 DH2772
 DH2772!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2772!SPC AL W     -   0.99998797  x   0.99993382  =   0.99992179
 DH2772!UTM  16      -   0.99998797  x   0.99961971  =   0.99960768
 DH2772
 DH2772:                Primary Azimuth Mark                     Grid Az
 DH2772:SPC AL W     -  X 94                                     338 40 59.4
 DH2772:UTM  16      -  X 94                                     338 57 41.5
 DH2772
 DH2772|---------------------------------------------------------------------|
 DH2772| PID    Reference Object                     Distance      Geod. Az  |
 DH2772|                                                           dddmmss.s |
 DH2772| DH1566 X 94                                412.574 METERS 3384315.3 |
 DH2772|---------------------------------------------------------------------|
 DH2772
 DH2772                          SUPERSEDED SURVEY CONTROL
 DH2772
 DH2772  ELLIP H (12/04/92)   76.67   (m)                       GP(       ) 4 1
 DH2772  NAD 83(1986)-  33 49 43.95455(N)    087 25 55.83471(W) AD(       ) 1
 DH2772  NGVD 29 (12/04/92)  104.3    (m)          342.     (f) GPS OBS        
 DH2772
 DH2772.Superseded values are not recommended for survey control.
 DH2772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2772.See file dsdata.txt to determine how the superseded data were derived.
 DH2772
 DH2772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6000943266(NAD 83)
 DH2772_MARKER: DD = SURVEY DISK
 DH2772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2772_SP_SET: CONCRETE POST
 DH2772_STAMPING: 64 - 3 1989
 DH2772_MARK LOGO: ALHD  
 DH2772_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2772+STABILITY: SURFACE MOTION
 DH2772_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2772+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH2772
 DH2772  HISTORY     - Date     Condition        Report By
 DH2772  HISTORY     - 1989     MONUMENTED       ALHD
 DH2772
 DH2772                          STATION DESCRIPTION
 DH2772
 DH2772'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2772'THE STATION IS LOCATED IN WALKER COUNTY ON RAILROAD RIGHT OF WAY
 DH2772'BETWEEN THE MAIN TRACK AND TWO SIDE TRACKS NEAR THE FOUNDATION OF THE
 DH2772'OLD TOWNLEY RAILROAD DEPOT IN TOWNLEY.
 DH2772'TO REACH THE STATION FROM THE JUNCTION OF ALA 102 AND ALA 124 IN
 DH2772'TOWNLEY, DRIVE WEST ON ALA 124 0.10 MI (0.16 KM) TO A PAVED STREET
 DH2772'LEFT, TURN LEFT ON THE PAVED STREET AND DRIVE SOUTH 0.05 MI
 DH2772'(0.08 KM) TO THE STATION ON THE LEFT BETWEEN THE MAIN TRACK AND TWO
 DH2772'SIDE TRACKS.
 DH2772'THE STATION IS 37.0 FT (11.3 M) SOUTHEAST OF THE CENTER OF THE PAVED
 DH2772'STREET, 20.0 FT (6.1 M) NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN
 DH2772'TRACK, 26.0 FT (7.9 M) SOUTHWEST OF THE SOUTHWEST RAIL OF THE MIDDLE
 DH2772'SIDE TRACK, 49.0 FT (14.9 M) NORTHWEST OF A TELEGRAPH POLE, 70.0 FT
 DH2772'(21.3 M) NORTH - NORTHWEST OF THE OLD DEPOT FOUNDATION, AND SET FLUSH
 DH2772'WITH THE GROUND.
 DH2772'BENCH MARK X 94 1935 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7590 ***********************************************************************
 AA7590  DESIGNATION -  64 30
 AA7590  PID         -  AA7590
 AA7590  STATE/COUNTY-  AL/WALKER
 AA7590  USGS QUAD   -  NAUVOO (1981)
 AA7590
 AA7590                         *CURRENT SURVEY CONTROL
 AA7590  ___________________________________________________________________
 AA7590* NAD 83(1992)-  33 54 55.05929(N)    087 23 07.66527(W)     ADJUSTED  
 AA7590* NAVD 88     -       148.9    (meters)     489.     (feet)  VERTCON   
 AA7590  ___________________________________________________________________
 AA7590  X           -     241,703.664 (meters)                     COMP
 AA7590  Y           -  -5,293,091.635 (meters)                     COMP
 AA7590  Z           -   3,538,721.038 (meters)                     COMP
 AA7590  LAPLACE CORR-          -1.39  (seconds)                    DEFLEC99
 AA7590  ELLIP HEIGHT-         121.41  (meters)          (07/29/02) GPS OBS
 AA7590  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AA7590
 AA7590  HORZ ORDER  -  FIRST
 AA7590  ELLP ORDER  -  FOURTH    CLASS I
 AA7590
 AA7590.The horizontal coordinates were established by GPS observations
 AA7590.and adjusted by the National Geodetic Survey in August 1995..
 AA7590
 AA7590.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7590.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7590
 AA7590.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7590
 AA7590.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7590
 AA7590.The ellipsoidal height was determined by GPS observations
 AA7590.and is referenced to NAD 83.
 AA7590
 AA7590.The geoid height was determined by GEOID03.
 AA7590
 AA7590;                    North         East     Units Scale Factor Converg.
 AA7590;SPC AL W     -   434,129.308   610,591.304   MT  0.99993472   +0 03 50.1
 AA7590;UTM  16      - 3,752,830.914   464,367.971   MT  0.99961565   -0 12 54.3
 AA7590
 AA7590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7590!SPC AL W     -   0.99998094  x   0.99993472  =   0.99991566
 AA7590!UTM  16      -   0.99998094  x   0.99961565  =   0.99959660
 AA7590
 AA7590:                Primary Azimuth Mark                     Grid Az
 AA7590:SPC AL W     -  64 31                                    321 23 28.1
 AA7590:UTM  16      -  64 31                                    321 40 12.5
 AA7590
 AA7590|---------------------------------------------------------------------|
 AA7590| PID    Reference Object                     Distance      Geod. Az  |
 AA7590|                                                           dddmmss.s |
 AA7590| AA7591 64 31                               APPROX. 0.5 KM 3212718.2 |
 AA7590|---------------------------------------------------------------------|
 AA7590
 AA7590                          SUPERSEDED SURVEY CONTROL
 AA7590
 AA7590  ELLIP H (08/28/95)  121.44   (m)                       GP(       ) 4 1
 AA7590  NGVD 29 (08/28/95)  148.9    (m)          489.     (f) GPS OBS        
 AA7590
 AA7590.Superseded values are not recommended for survey control.
 AA7590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7590.See file dsdata.txt to determine how the superseded data were derived.
 AA7590
 AA7590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6436852831(NAD 83)
 AA7590_MARKER: DD = SURVEY DISK
 AA7590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7590_STAMPING: 64-30 1994
 AA7590_MARK LOGO: ALHD  
 AA7590_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7590+STABILITY: SURFACE MOTION
 AA7590_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7590+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7590
 AA7590  HISTORY     - Date     Condition        Report By
 AA7590  HISTORY     - 1994     MONUMENTED       ALHD
 AA7590
 AA7590                          STATION DESCRIPTION
 AA7590
 AA7590'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7590'THE STATION IS LOCATED IN WALKER COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA7590'OF ALA 5, ABOUT 7.85 MI (12.63 KM) SOUTHEAST OF NAUVOO AND ABOUT 8.20
 AA7590'MI (13.20 KM) NORTHWEST OF JASPER. TO REACH THE STATION FROM THE
 AA7590'JUNCTION OF ALA 4, ALA 5, AND ALA 195 (MILE POST 61.50 ON ALA 4 AND
 AA7590'ALA 5 AND MILE POST 1.90 ON ALA 195) ON THE NORTH SIDE OF JASPER,
 AA7590'DRIVE NORTHWEST ON ALA 4 AND ALA 5 FOR 7.15 MI (11.51 KM) TO MILE POST
 AA7590'54.35 AND THE STATION ON THE LEFT. THE STATION IS 8.0 FT (2.4 M)
 AA7590'NORTHEAST OF A 6 FT (1.8 M) CHAIN LINK FENCE WITH THREE STRANDS OF
 AA7590'BARBED WIRE, 14.2 FT (4.3 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER
 AA7590'OF THE CHAIN LINK FENCE, 24.3 FT (7.4 M) WEST OF THE WEST EDGE OF A
 AA7590'CONCRETE DRIVEWAY, 43.0 FT (13.1 M) SOUTHWEST OF THE CENTERLINE OF ALA
 AA7590'4 AND ALA 5, 66.9 FT (20.4 M) EAST-SOUTHEAST OF A FENCE CORNER
 AA7590'SOUTHEAST OF A GRAVEL DRIVEWAY, 95.0 FT (29.0 M) SOUTHEAST OF THE
 AA7590'CENTER OF A GRAVEL DRIVEWAY, 155.3 FT (47.3 M) NORTHWEST OF A B P
 AA7590'SIGN, 8.0 FT (2.4 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA7590'FLUSH WITH THE GROUND. STATION 64-31 1994 MAY BE USED AS AN AZIMUTH
 AA7590'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7591 ***********************************************************************
 AA7591  DESIGNATION -  64 31
 AA7591  PID         -  AA7591
 AA7591  STATE/COUNTY-  AL/WALKER
 AA7591  USGS QUAD   -  NAUVOO (1981)
 AA7591
 AA7591                         *CURRENT SURVEY CONTROL
 AA7591  ___________________________________________________________________
 AA7591* NAD 83(1992)-  33 55 08.56527(N)    087 23 20.57265(W)     ADJUSTED  
 AA7591* NAVD 88     -       150.8    (meters)     495.     (feet)  VERTCON   
 AA7591  ___________________________________________________________________
 AA7591  X           -     241,361.934 (meters)                     COMP
 AA7591  Y           -  -5,292,876.384 (meters)                     COMP
 AA7591  Z           -   3,539,067.451 (meters)                     COMP
 AA7591  LAPLACE CORR-          -1.41  (seconds)                    DEFLEC99
 AA7591  ELLIP HEIGHT-         123.34  (meters)          (07/29/02) GPS OBS
 AA7591  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA7591
 AA7591  HORZ ORDER  -  FIRST
 AA7591  ELLP ORDER  -  FOURTH    CLASS I
 AA7591
 AA7591.The horizontal coordinates were established by GPS observations
 AA7591.and adjusted by the National Geodetic Survey in August 1995..
 AA7591
 AA7591.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7591.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7591
 AA7591.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7591
 AA7591.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7591
 AA7591.The ellipsoidal height was determined by GPS observations
 AA7591.and is referenced to NAD 83.
 AA7591
 AA7591.The geoid height was determined by GEOID03.
 AA7591
 AA7591;                    North         East     Units Scale Factor Converg.
 AA7591;SPC AL W     -   434,545.054   610,259.313   MT  0.99993463   +0 03 42.9
 AA7591;UTM  16      - 3,753,248.139   464,038.113   MT  0.99961594   -0 13 01.6
 AA7591
 AA7591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7591!SPC AL W     -   0.99998064  x   0.99993463  =   0.99991527
 AA7591!UTM  16      -   0.99998064  x   0.99961594  =   0.99959659
 AA7591
 AA7591:                Primary Azimuth Mark                     Grid Az
 AA7591:SPC AL W     -  64 30                                    141 23 28.1
 AA7591:UTM  16      -  64 30                                    141 40 12.6
 AA7591
 AA7591|---------------------------------------------------------------------|
 AA7591| PID    Reference Object                     Distance      Geod. Az  |
 AA7591|                                                           dddmmss.s |
 AA7591| AA7590 64 30                               APPROX. 0.5 KM 1412711.0 |
 AA7591|---------------------------------------------------------------------|
 AA7591
 AA7591                          SUPERSEDED SURVEY CONTROL
 AA7591
 AA7591  ELLIP H (08/28/95)  123.37   (m)                       GP(       ) 4 1
 AA7591  NGVD 29 (08/28/95)  150.8    (m)          495.     (f) GPS OBS        
 AA7591
 AA7591.Superseded values are not recommended for survey control.
 AA7591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7591.See file dsdata.txt to determine how the superseded data were derived.
 AA7591
 AA7591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6403853248(NAD 83)
 AA7591_MARKER: DD = SURVEY DISK
 AA7591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7591_STAMPING: 64-31 1994
 AA7591_MARK LOGO: ALHD  
 AA7591_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7591+STABILITY: SURFACE MOTION
 AA7591_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7591+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7591
 AA7591  HISTORY     - Date     Condition        Report By
 AA7591  HISTORY     - 1994     MONUMENTED       ALHD
 AA7591
 AA7591                          STATION DESCRIPTION
 AA7591
 AA7591'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7591'THE STATION IS LOCATED IN WALKER COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA7591'OF ALA 5, ABOUT 7.60 MI (12.23 KM) SOUTHEAST OF NAUVOO AND ABOUT 8.50
 AA7591'MI (13.68 KM) NORTHWEST OF JASPER. TO REACH THE STATION FROM THE
 AA7591'JUNCTION OF ALA 4, ALA 5, AND ALA 195 (MILE POST 61.50 ON ALA 4 AND
 AA7591'ALA 5 AND MILE POST 1.90 ON ALA 195) ON THE NORTH SIDE OF JASPER,
 AA7591'DRIVE NORTHWEST ON ALA 4 AND ALA 5 FOR 7.50 MI (12.07 KM) TO MILE POST
 AA7591'54.00 AND THE STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M)
 AA7591'SOUTHWEST OF A 4 FT (1.2 M) HOG WIRE FENCE ON WHITE TOP, GREEN STEEL
 AA7591'POSTS, 36.3 FT (11.1 M) SOUTHEAST OF A CROSS TIE POST IN THE FENCE
 AA7591'LINE, 53.2 FT (16.2 M) NORTHEAST OF THE CENTERLINE OF ALA 4 AND ALA 5,
 AA7591'73.8 FT (22.5 M) NORTHEAST OF MILE POST 54 ACROSS THE ROAD, 110.5 FT
 AA7591'(33.7 M) NORTHWEST OF THE NORTHWEST ONE OF TWO CONNECTED CROSS TIE
 AA7591'POSTS IN THE FENCE LINE, 149.7 FT (45.6 M) NORTHWEST OF A TELEPHONE
 AA7591'SERVICE POLE, 150.8 FT (46.0 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL
 AA7591'NO. 118, 182.0 FT (55.5 M) SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO.
 AA7591'119, 190.5 FT (58.1 M) SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCE,
 AA7591'3.2 FT (1.0 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7591'WITH THE GROUND. STATION 64-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7591'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7592 ***********************************************************************
 AA7592  DESIGNATION -  64 32
 AA7592  PID         -  AA7592
 AA7592  STATE/COUNTY-  AL/WALKER
 AA7592  USGS QUAD   -  TUTWILER SCHOOL (1981)
 AA7592
 AA7592                         *CURRENT SURVEY CONTROL
 AA7592  ___________________________________________________________________
 AA7592* NAD 83(1992)-  33 33 02.72886(N)    087 15 12.28449(W)     ADJUSTED  
 AA7592* NAVD 88     -       156.7    (meters)     514.     (feet)  VERTCON   
 AA7592  ___________________________________________________________________
 AA7592  X           -     254,978.293 (meters)                     COMP
 AA7592  Y           -  -5,314,954.353 (meters)                     COMP
 AA7592  Z           -   3,505,098.286 (meters)                     COMP
 AA7592  LAPLACE CORR-          -2.76  (seconds)                    DEFLEC99
 AA7592  ELLIP HEIGHT-         128.09  (meters)          (07/29/02) GPS OBS
 AA7592  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AA7592
 AA7592  HORZ ORDER  -  FIRST
 AA7592  ELLP ORDER  -  FOURTH    CLASS I
 AA7592
 AA7592.The horizontal coordinates were established by GPS observations
 AA7592.and adjusted by the National Geodetic Survey in August 1995..
 AA7592
 AA7592.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7592.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7592
 AA7592.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7592
 AA7592.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7592
 AA7592.The ellipsoidal height was determined by GPS observations
 AA7592.and is referenced to NAD 83.
 AA7592
 AA7592.The geoid height was determined by GEOID03.
 AA7592
 AA7592;                    North         East     Units Scale Factor Converg.
 AA7592;SPC AL W     -   393,719.856   622,898.670   MT  0.99993980   +0 08 10.6
 AA7592;UTM  16      - 3,712,375.487   476,475.415   MT  0.99960682   -0 08 24.2
 AA7592
 AA7592!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7592!SPC AL W     -   0.99997989  x   0.99993980  =   0.99991969
 AA7592!UTM  16      -   0.99997989  x   0.99960682  =   0.99958672
 AA7592
 AA7592:                Primary Azimuth Mark                     Grid Az
 AA7592:SPC AL W     -  64 33                                    048 48 28.6
 AA7592:UTM  16      -  64 33                                    049 05 03.4
 AA7592
 AA7592|---------------------------------------------------------------------|
 AA7592| PID    Reference Object                     Distance      Geod. Az  |
 AA7592|                                                           dddmmss.s |
 AA7592| AA7593 64 33                               472.225 METERS 0485639.2 |
 AA7592|---------------------------------------------------------------------|
 AA7592
 AA7592                          SUPERSEDED SURVEY CONTROL
 AA7592
 AA7592  ELLIP H (08/28/95)  128.14   (m)                       GP(       ) 4 1
 AA7592  NGVD 29 (08/28/95)  156.7    (m)          514.     (f) GPS OBS        
 AA7592
 AA7592.Superseded values are not recommended for survey control.
 AA7592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7592.See file dsdata.txt to determine how the superseded data were derived.
 AA7592
 AA7592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7647512375(NAD 83)
 AA7592_MARKER: DD = SURVEY DISK
 AA7592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7592_STAMPING: 64-32 1994
 AA7592_MARK LOGO: ALHD  
 AA7592_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7592+STABILITY: SURFACE MOTION
 AA7592_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7592+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7592
 AA7592  HISTORY     - Date     Condition        Report By
 AA7592  HISTORY     - 1994     MONUMENTED       ALHD
 AA7592
 AA7592                          STATION DESCRIPTION
 AA7592
 AA7592'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7592'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7592'FRANKLIN FERRY ROAD ABOUT 12.50 MI (20.12 KM) SOUTH-SOUTHEAST OF
 AA7592'PARRISH AND ABOUT 13.70 MI (22.05 KM) SOUTHEAST OF OAKMAN. TO REACH
 AA7592'THE STATION FROM THE JUNCTION OF ALA 18 AND ALA 69 (MILE POST 189.65
 AA7592'ON ALA 69 AND MILE POST 63.40 ON ALA 18) NEAR THE SOUTH EDGE OF
 AA7592'OAKMAN, DRIVE SOUTH ON ALA 69 FOR 7.05 MI (11.35 KM) TO MILE POST
 AA7592'182.60 AND FRANKLIN FERRY ROAD (COUNTY ROAD NO. 6) ON THE LEFT, TURN
 AA7592'LEFT ON FRANKLIN FERRY ROAD AND DRIVE EAST FOR 6.20 MI (9.98 KM) TO
 AA7592'FRANKLIN FERRY ROAD ON THE RIGHT AT A TUTWILER SMOKE HOUSE BAR - B QUE
 AA7592'SIGN, TURN RIGHT ON FRANKLIN FERRY ROAD AND DRIVE SOUTHEAST FOR 3.55
 AA7592'MI (5.71 KM) TO THE STATION ON THE LEFT. THE STATION IS 35.0 FT (10.7
 AA7592'M) EAST-SOUTHEAST OF THE CENTER OF FRANKLIN FERRY ROAD, 2.3 FT (0.7 M)
 AA7592'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7592'STATION 64-33 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7593 ***********************************************************************
 AA7593  DESIGNATION -  64 33
 AA7593  PID         -  AA7593
 AA7593  STATE/COUNTY-  AL/WALKER
 AA7593  USGS QUAD   -  GILMORE (1975)
 AA7593
 AA7593                         *CURRENT SURVEY CONTROL
 AA7593  ___________________________________________________________________
 AA7593* NAD 83(1992)-  33 33 12.79548(N)    087 14 58.48032(W)     ADJUSTED  
 AA7593* NAVD 88     -       151.0    (meters)     495.     (feet)  VERTCON   
 AA7593  ___________________________________________________________________
 AA7593  X           -     255,325.542 (meters)                     COMP
 AA7593  Y           -  -5,314,761.359 (meters)                     COMP
 AA7593  Z           -   3,505,353.646 (meters)                     COMP
 AA7593  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AA7593  ELLIP HEIGHT-         122.45  (meters)          (07/29/02) GPS OBS
 AA7593  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 AA7593
 AA7593  HORZ ORDER  -  FIRST
 AA7593  ELLP ORDER  -  FOURTH    CLASS I
 AA7593
 AA7593.The horizontal coordinates were established by GPS observations
 AA7593.and adjusted by the National Geodetic Survey in August 1995..
 AA7593
 AA7593.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7593.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7593
 AA7593.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7593
 AA7593.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7593
 AA7593.The ellipsoidal height was determined by GPS observations
 AA7593.and is referenced to NAD 83.
 AA7593
 AA7593.The geoid height was determined by GEOID03.
 AA7593
 AA7593;                    North         East     Units Scale Factor Converg.
 AA7593;SPC AL W     -   394,030.838   623,254.001   MT  0.99994000   +0 08 18.3
 AA7593;UTM  16      - 3,712,684.649   476,832.123   MT  0.99960662   -0 08 16.6
 AA7593
 AA7593!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7593!SPC AL W     -   0.99998078  x   0.99994000  =   0.99992078
 AA7593!UTM  16      -   0.99998078  x   0.99960662  =   0.99958740
 AA7593
 AA7593:                Primary Azimuth Mark                     Grid Az
 AA7593:SPC AL W     -  64 32                                    228 48 28.5
 AA7593:UTM  16      -  64 32                                    229 05 03.4
 AA7593
 AA7593|---------------------------------------------------------------------|
 AA7593| PID    Reference Object                     Distance      Geod. Az  |
 AA7593|                                                           dddmmss.s |
 AA7593| AA7592 64 32                               472.225 METERS 2285646.8 |
 AA7593|---------------------------------------------------------------------|
 AA7593
 AA7593                          SUPERSEDED SURVEY CONTROL
 AA7593
 AA7593  ELLIP H (08/28/95)  122.50   (m)                       GP(       ) 4 1
 AA7593  NGVD 29 (08/28/95)  151.0    (m)          495.     (f) GPS OBS        
 AA7593
 AA7593.Superseded values are not recommended for survey control.
 AA7593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7593.See file dsdata.txt to determine how the superseded data were derived.
 AA7593
 AA7593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7683212685(NAD 83)
 AA7593_MARKER: DD = SURVEY DISK
 AA7593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7593_STAMPING: 64-33 1994
 AA7593_MARK LOGO: ALHD  
 AA7593_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7593+STABILITY: SURFACE MOTION
 AA7593_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7593+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7593
 AA7593  HISTORY     - Date     Condition        Report By
 AA7593  HISTORY     - 1994     MONUMENTED       ALHD
 AA7593
 AA7593                          STATION DESCRIPTION
 AA7593
 AA7593'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7593'THE STATION IS LOCATED IN WALKER COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA7593'COUNTY GRAVEL ROAD ABOUT 12.20 MI (19.63 KM) SOUTH-SOUTHEAST OF
 AA7593'PARRISH AND ABOUT 13.50 MI (21.73 KM) SOUTHEAST OF OAKMAN. TO REACH
 AA7593'THE STATION FROM THE JUNCTION OF ALA 18 AND ALA 69 (MILE POST 189.65
 AA7593'ON ALA 69 AND MILE POST 63.40 ON ALA 18) NEAR THE SOUTH EDGE OF
 AA7593'OAKMAN, DRIVE SOUTH ON ALA 69 FOR 7.05 MI (11.35 KM) TO MILE POST
 AA7593'182.60 AND FRANKLIN FERRY ROAD (COUNTY ROAD NO. 6) ON THE LEFT, TURN
 AA7593'LEFT ON FRANKLIN FERRY ROAD AND DRIVE EAST FOR 6.20 MI (9.98 KM) TO
 AA7593'FRANKLIN FERRY ROAD ON THE RIGHT AT A TUTWILER SMOKE HOUSE BAR - B QUE
 AA7593'SIGN, TURN RIGHT ON FRANKLIN FERRY ROAD AND DRIVE SOUTHEAST FOR 3.35
 AA7593'MI (5.39 KM) TO A GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL
 AA7593'ROAD AND DRIVE EAST FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT.
 AA7593'THE STATION IS NEAR THE NORTHEAST CORNER OF A GRADED AREA, 21.0 FT
 AA7593'(6.4 M) SOUTH OF THE CENTER OF THE GRAVEL ROAD, 2.6 FT (0.8 M) NORTH
 AA7593'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA7593'64-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7594 ***********************************************************************
 AA7594  DESIGNATION -  64 34
 AA7594  PID         -  AA7594
 AA7594  STATE/COUNTY-  AL/WALKER
 AA7594  USGS QUAD   -  OAKMAN (1981)
 AA7594
 AA7594                         *CURRENT SURVEY CONTROL
 AA7594  ___________________________________________________________________
 AA7594* NAD 83(1992)-  33 38 32.02348(N)    087 24 00.17000(W)     ADJUSTED  
 AA7594* NAVD 88     -       185.4    (meters)     608.     (feet)  VERTCON   
 AA7594  ___________________________________________________________________
 AA7594  X           -     241,121.555 (meters)                     COMP
 AA7594  Y           -  -5,310,005.536 (meters)                     COMP
 AA7594  Z           -   3,513,565.362 (meters)                     COMP
 AA7594  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 AA7594  ELLIP HEIGHT-         157.28  (meters)          (07/29/02) GPS OBS
 AA7594  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AA7594
 AA7594  HORZ ORDER  -  FIRST
 AA7594  ELLP ORDER  -  FOURTH    CLASS I
 AA7594
 AA7594.The horizontal coordinates were established by GPS observations
 AA7594.and adjusted by the National Geodetic Survey in August 1995..
 AA7594
 AA7594.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7594.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7594
 AA7594.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7594
 AA7594.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7594
 AA7594.The ellipsoidal height was determined by GPS observations
 AA7594.and is referenced to NAD 83.
 AA7594
 AA7594.The geoid height was determined by GEOID03.
 AA7594
 AA7594;                    North         East     Units Scale Factor Converg.
 AA7594;SPC AL W     -   403,841.913   609,272.032   MT  0.99993439   +0 03 19.3
 AA7594;UTM  16      - 3,722,559.914   462,902.229   MT  0.99961697   -0 13 17.9
 AA7594
 AA7594!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7594!SPC AL W     -   0.99997531  x   0.99993439  =   0.99990970
 AA7594!UTM  16      -   0.99997531  x   0.99961697  =   0.99959229
 AA7594
 AA7594                          SUPERSEDED SURVEY CONTROL
 AA7594
 AA7594  ELLIP H (08/28/95)  157.33   (m)                       GP(       ) 4 1
 AA7594  NGVD 29 (08/28/95)  185.4    (m)          608.     (f) GPS OBS        
 AA7594
 AA7594.Superseded values are not recommended for survey control.
 AA7594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7594.See file dsdata.txt to determine how the superseded data were derived.
 AA7594
 AA7594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6290222560(NAD 83)
 AA7594_MARKER: DD = SURVEY DISK
 AA7594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7594_STAMPING: 64-34 1994
 AA7594_MARK LOGO: ALHD  
 AA7594_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7594+STABILITY: SURFACE MOTION
 AA7594_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7594+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7594
 AA7594  HISTORY     - Date     Condition        Report By
 AA7594  HISTORY     - 1994     MONUMENTED       ALHD
 AA7594
 AA7594                          STATION DESCRIPTION
 AA7594
 AA7594'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7594'THE STATION IS LOCATED IN WALKER COUNTY ON A HIGH VOLTAGE POWER LINE
 AA7594'RIGHT OF WAY, ABOUT 4.90 MI (7.89 KM) SOUTH OF OAKMAN AND ABOUT 8.55
 AA7594'MI (13.76 KM) SOUTHWEST OF PARRISH. TO REACH THE STATION FROM THE
 AA7594'JUNCTION OF ALA 18 AND ALA 69 (MILE POST 189.65 ON ALA 69 AND MILE
 AA7594'POST 63.40 ON ALA 18) NEAR THE SOUTH EDGE OF OAKMAN, DRIVE SOUTH ON
 AA7594'ALA 69 FOR 3.30 MI (5.31 KM) TO MILE POST 186.35 AND BETHEL ROAD
 AA7594'(COUNTY ROAD NO. 6) ON THE RIGHT, TURN RIGHT ON BETHEL ROAD AND DRIVE
 AA7594'WEST FOR 1.35 MI (2.17 KM) TO A GRAVEL ROAD ON THE RIGHT AND A WOODS
 AA7594'ROAD ON THE LEFT, TURN LEFT ON THE WOODS ROAD AND DRIVE SOUTH FOR 0.05
 AA7594'MI (0.08 KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED IN
 AA7594'THE CENTER OF A HIGH VOLTAGE POWER LINE RIGHT OF WAY, 28.0 FT (8.5 M)
 AA7594'WEST-SOUTHWEST OF THE CENTER OF A WOODS ROAD, 2.4 FT (0.7 M) NORTH OF
 AA7594'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 64-35
 AA7594'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7595 ***********************************************************************
 AA7595  DESIGNATION -  64 35
 AA7595  PID         -  AA7595
 AA7595  STATE/COUNTY-  AL/WALKER
 AA7595  USGS QUAD   -  OAKMAN (1981)
 AA7595
 AA7595                         *CURRENT SURVEY CONTROL
 AA7595  ___________________________________________________________________
 AA7595* NAD 83(1992)-  33 38 39.28208(N)    087 22 37.37309(W)     ADJUSTED  
 AA7595* NAVD 88     -       169.4    (meters)     556.     (feet)  VERTCON   
 AA7595  ___________________________________________________________________
 AA7595  X           -     243,246.748 (meters)                     COMP
 AA7595  Y           -  -5,309,771.207 (meters)                     COMP
 AA7595  Z           -   3,513,742.658 (meters)                     COMP
 AA7595  LAPLACE CORR-          -2.17  (seconds)                    DEFLEC99
 AA7595  ELLIP HEIGHT-         141.24  (meters)          (07/29/02) GPS OBS
 AA7595  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 AA7595
 AA7595  HORZ ORDER  -  FIRST
 AA7595  ELLP ORDER  -  FOURTH    CLASS I
 AA7595
 AA7595.The horizontal coordinates were established by GPS observations
 AA7595.and adjusted by the National Geodetic Survey in August 1995..
 AA7595
 AA7595.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7595
 AA7595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7595
 AA7595.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7595
 AA7595.The ellipsoidal height was determined by GPS observations
 AA7595.and is referenced to NAD 83.
 AA7595
 AA7595.The geoid height was determined by GEOID03.
 AA7595
 AA7595;                    North         East     Units Scale Factor Converg.
 AA7595;SPC AL W     -   404,067.835   611,405.263   MT  0.99993494   +0 04 05.2
 AA7595;UTM  16      - 3,722,775.451   465,035.847   MT  0.99961507   -0 12 32.0
 AA7595
 AA7595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7595!SPC AL W     -   0.99997783  x   0.99993494  =   0.99991277
 AA7595!UTM  16      -   0.99997783  x   0.99961507  =   0.99959291
 AA7595
 AA7595                          SUPERSEDED SURVEY CONTROL
 AA7595
 AA7595  ELLIP H (08/28/95)  141.29   (m)                       GP(       ) 4 1
 AA7595  NGVD 29 (08/28/95)  169.4    (m)          556.     (f) GPS OBS        
 AA7595
 AA7595.Superseded values are not recommended for survey control.
 AA7595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7595.See file dsdata.txt to determine how the superseded data were derived.
 AA7595
 AA7595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6503622775(NAD 83)
 AA7595_MARKER: DD = SURVEY DISK
 AA7595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7595_STAMPING: 64-35 1994
 AA7595_MARK LOGO: ALHD  
 AA7595_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7595+STABILITY: SURFACE MOTION
 AA7595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7595+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7595
 AA7595  HISTORY     - Date     Condition        Report By
 AA7595  HISTORY     - 1994     MONUMENTED       ALHD
 AA7595
 AA7595                          STATION DESCRIPTION
 AA7595
 AA7595'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7595'THE STATION IS LOCATED IN WALKER COUNTY ON A HIGH VOLTAGE POWER LINE
 AA7595'RIGHT OF WAY, ABOUT 4.70 MI (7.56 KM) SOUTH OF OAKMAN AND ABOUT 7.55
 AA7595'MI (12.15 KM) SOUTHWEST OF PARRISH. TO REACH THE STATION FROM THE
 AA7595'JUNCTION OF ALA 18 AND ALA 69 (MILE POST 189.65 ON ALA 69 AND MILE
 AA7595'POST 63.40 ON ALA 18) NEAR THE SOUTH EDGE OF OAKMAN, DRIVE SOUTH ON
 AA7595'ALA 69 FOR 4.75 MI (7.64 KM) TO MILE POST 184.90 AND THE STATION ON
 AA7595'THE RIGHT. THE STATION IS LOCATED IN THE SOUTH SIDE OF A HIGH VOLTAGE
 AA7595'POWER LINE RIGHT OF WAY, 32.2 FT (9.8 M) SOUTHWEST OF A POWER POLE,
 AA7595'104.0 FT (31.7 M) WEST-SOUTHWEST OF THE CENTERLINE OF ALA 69, 247.0 FT
 AA7595'(75.3 M) EAST OF THE SOUTHEAST CORNER OF A FOUR LEG STEEL POWER LINE
 AA7595'TOWER, 2.2 FT (0.7 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7595'WITH THE GROUND. STATION 64-34 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7595'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7596 ***********************************************************************
 AA7596  DESIGNATION -  64 36
 AA7596  PID         -  AA7596
 AA7596  STATE/COUNTY-  AL/WALKER
 AA7596  USGS QUAD   -  JASPER (1981)
 AA7596
 AA7596                         *CURRENT SURVEY CONTROL
 AA7596  ___________________________________________________________________
 AA7596* NAD 83(1992)-  33 45 08.30032(N)    087 22 18.12190(W)     ADJUSTED  
 AA7596* NAVD 88     -       125.5    (meters)     412.     (feet)  VERTCON   
 AA7596  ___________________________________________________________________
 AA7596  X           -     243,435.708 (meters)                     COMP
 AA7596  Y           -  -5,303,069.163 (meters)                     COMP
 AA7596  Z           -   3,523,690.435 (meters)                     COMP
 AA7596  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AA7596  ELLIP HEIGHT-          97.61  (meters)          (07/29/02) GPS OBS
 AA7596  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AA7596
 AA7596  HORZ ORDER  -  FIRST
 AA7596  ELLP ORDER  -  FOURTH    CLASS I
 AA7596
 AA7596.The horizontal coordinates were established by GPS observations
 AA7596.and adjusted by the National Geodetic Survey in August 1995..
 AA7596
 AA7596.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7596
 AA7596.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7596
 AA7596.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7596
 AA7596.The ellipsoidal height was determined by GPS observations
 AA7596.and is referenced to NAD 83.
 AA7596
 AA7596.The geoid height was determined by GEOID03.
 AA7596
 AA7596;                    North         East     Units Scale Factor Converg.
 AA7596;SPC AL W     -   416,053.405   611,886.423   MT  0.99993507   +0 04 16.6
 AA7596;UTM  16      - 3,734,754.714   465,574.860   MT  0.99961461   -0 12 23.5
 AA7596
 AA7596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7596!SPC AL W     -   0.99998468  x   0.99993507  =   0.99991975
 AA7596!UTM  16      -   0.99998468  x   0.99961461  =   0.99959929
 AA7596
 AA7596:                Primary Azimuth Mark                     Grid Az
 AA7596:SPC AL W     -  64 37                                    046 28 21.5
 AA7596:UTM  16      -  64 37                                    046 45 01.6
 AA7596
 AA7596|---------------------------------------------------------------------|
 AA7596| PID    Reference Object                     Distance      Geod. Az  |
 AA7596|                                                           dddmmss.s |
 AA7596| AA7597 64 37                               406.507 METERS 0463238.1 |
 AA7596|---------------------------------------------------------------------|
 AA7596
 AA7596                          SUPERSEDED SURVEY CONTROL
 AA7596
 AA7596  ELLIP H (08/28/95)   97.65   (m)                       GP(       ) 4 1
 AA7596  NGVD 29 (08/28/95)  125.5    (m)          412.     (f) GPS OBS        
 AA7596
 AA7596.Superseded values are not recommended for survey control.
 AA7596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7596.See file dsdata.txt to determine how the superseded data were derived.
 AA7596
 AA7596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6557534755(NAD 83)
 AA7596_MARKER: DD = SURVEY DISK
 AA7596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7596_STAMPING: 64-36 1994
 AA7596_MARK LOGO: ALHD  
 AA7596_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7596+STABILITY: SURFACE MOTION
 AA7596_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7596+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7596
 AA7596  HISTORY     - Date     Condition        Report By
 AA7596  HISTORY     - 1994     MONUMENTED       ALHD
 AA7596
 AA7596                          STATION DESCRIPTION
 AA7596
 AA7596'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7596'THE STATION IS LOCATED IN WALKER COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA7596'OF ALA 69, ABOUT 2.85 MI (4.59 KM) NORTH-NORTHEAST OF OAKMAN AND ABOUT
 AA7596'5.10 MI (8.21 KM) WEST-NORTHWEST OF PARRISH. TO REACH THE STATION FROM
 AA7596'THE JUNCTION OF ALA 69 AND ALA 124 (MILE POST 199.10 ON ALA 69 AND
 AA7596'MILE POST 11.15 ON ALA 124) ABOUT 2.8 MI (4.5 KM) SOUTHWEST OF JASPER,
 AA7596'DRIVE SOUTHWEST ON ALA 69 FOR 5.35 MI (8.61 KM) TO MILE POST 193.75
 AA7596'AND THE STATION ON THE RIGHT. THE STATION IS 47.2 FT (14.4 M)
 AA7596'NORTHWEST OF THE CENTERLINE OF ALA 69, 48.7 FT (14.8 M)
 AA7596'SOUTH-SOUTHWEST OF A TALL CONCRETE R O W MARKER, 69.9 FT (21.3 M) EAST
 AA7596'OF A JUNCTION POWER AND CABLE POLE, 70.7 FT (21.5 M) EAST OF TELEPHONE
 AA7596'CABLE PEDESTAL NO. B 64 L 1, 75.9 FT (23.1 M) SOUTHWEST OF CABLE POLE
 AA7596'NO. B 65, 93.6 FT (28.5 M) SOUTH OF THE SOUTHEAST CORNER OF A WHITE
 AA7596'WITH BLUE TRIM MOBLE HOME, 96.0 FT (29.3 M) EAST OF THE CENTER OF
 AA7596'PLEASANT GROVE ROAD, 2.5 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS
 AA7596'POST, AND SET FLUSH WITH THE GROUND. STATION 64-37 1994 MAY BE USED AS
 AA7596'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7597 ***********************************************************************
 AA7597  DESIGNATION -  64 37
 AA7597  PID         -  AA7597
 AA7597  STATE/COUNTY-  AL/WALKER
 AA7597  USGS QUAD   -  JASPER (1981)
 AA7597
 AA7597                         *CURRENT SURVEY CONTROL
 AA7597  ___________________________________________________________________
 AA7597* NAD 83(1992)-  33 45 17.37481(N)    087 22 06.65607(W)     ADJUSTED  
 AA7597* NAVD 88     -       122.3    (meters)     401.     (feet)  VERTCON   
 AA7597  ___________________________________________________________________
 AA7597  X           -     243,723.238 (meters)                     COMP
 AA7597  Y           -  -5,302,897.747 (meters)                     COMP
 AA7597  Z           -   3,523,921.100 (meters)                     COMP
 AA7597  LAPLACE CORR-          -1.96  (seconds)                    DEFLEC99
 AA7597  ELLIP HEIGHT-          94.37  (meters)          (07/29/02) GPS OBS
 AA7597  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AA7597
 AA7597  HORZ ORDER  -  FIRST
 AA7597  ELLP ORDER  -  FOURTH    CLASS I
 AA7597
 AA7597.The horizontal coordinates were established by GPS observations
 AA7597.and adjusted by the National Geodetic Survey in August 1995..
 AA7597
 AA7597.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7597
 AA7597.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7597
 AA7597.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7597
 AA7597.The ellipsoidal height was determined by GPS observations
 AA7597.and is referenced to NAD 83.
 AA7597
 AA7597.The geoid height was determined by GEOID03.
 AA7597
 AA7597;                    North         East     Units Scale Factor Converg.
 AA7597;SPC AL W     -   416,333.348   612,181.139   MT  0.99993516   +0 04 23.0
 AA7597;UTM  16      - 3,735,033.135   465,870.835   MT  0.99961436   -0 12 17.2
 AA7597
 AA7597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7597!SPC AL W     -   0.99998519  x   0.99993516  =   0.99992035
 AA7597!UTM  16      -   0.99998519  x   0.99961436  =   0.99959955
 AA7597
 AA7597:                Primary Azimuth Mark                     Grid Az
 AA7597:SPC AL W     -  64 36                                    226 28 21.5
 AA7597:UTM  16      -  64 36                                    226 45 01.7
 AA7597
 AA7597|---------------------------------------------------------------------|
 AA7597| PID    Reference Object                     Distance      Geod. Az  |
 AA7597|                                                           dddmmss.s |
 AA7597| AA7596 64 36                               406.507 METERS 2263244.5 |
 AA7597|---------------------------------------------------------------------|
 AA7597
 AA7597                          SUPERSEDED SURVEY CONTROL
 AA7597
 AA7597  ELLIP H (08/28/95)   94.41   (m)                       GP(       ) 4 1
 AA7597  NGVD 29 (08/28/95)  122.2    (m)          401.     (f) GPS OBS        
 AA7597
 AA7597.Superseded values are not recommended for survey control.
 AA7597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7597.See file dsdata.txt to determine how the superseded data were derived.
 AA7597
 AA7597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6587135033(NAD 83)
 AA7597_MARKER: DD = SURVEY DISK
 AA7597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7597_STAMPING: 64-37 1994
 AA7597_MARK LOGO: ALHD  
 AA7597_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7597+STABILITY: SURFACE MOTION
 AA7597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7597+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7597
 AA7597  HISTORY     - Date     Condition        Report By
 AA7597  HISTORY     - 1994     MONUMENTED       ALHD
 AA7597
 AA7597                          STATION DESCRIPTION
 AA7597
 AA7597'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7597'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7597'ALA 69, ABOUT 3.05 MI (4.91 KM) NORTH-NORTHEAST OF OAKMAN AND ABOUT
 AA7597'4.95 MI (7.97 KM) WEST-NORTHWEST OF PARRISH. TO REACH THE STATION FROM
 AA7597'THE JUNCTION OF ALA 69 AND ALA 124 (MILE POST 199.10 ON ALA 69 AND
 AA7597'MILE POST 11.15 ON ALA 124) ABOUT 2.8 MI (4.5 KM) SOUTHWEST OF JASPER,
 AA7597'DRIVE SOUTHWEST ON ALA 69 FOR 5.10 MI (8.21 KM) TO MILE POST 194.00
 AA7597'AND THE STATION ON THE LEFT. THE STATION IS 32.9 FT (10.0 M) EAST OF
 AA7597'THE EAST POST OF A LOST CREEK KENNELS ADOPT A MILE SIGN, 35.3 FT (10.8
 AA7597'M) EAST OF MILE POST 194, 45.6 FT (13.9 M) EAST-SOUTHEAST OF THE
 AA7597'CENTERLINE OF ALA 69, 74.0 FT (22.6 M) SOUTH-SOUTHWEST OF THE SOUTH
 AA7597'END OF A FIFTEEN-INCH CORREGATED METAL PIPE UNDER A GRAVEL DRIVEWAY,
 AA7597'90.0 FT (27.4 M) SOUTHWEST OF THE CENTER OF A GRAVEL DRIVEWAY, 120.2
 AA7597'FT (36.6 M) SOUTHWEST OF A MORRIS RD SIGN, 2.0 FT (0.6 M) NORTHWEST OF
 AA7597'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 64-36
 AA7597'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7598 ***********************************************************************
 AA7598  FBN         -  This is a Federal Base Network Control Station.
 AA7598  DESIGNATION -  64 38
 AA7598  PID         -  AA7598
 AA7598  STATE/COUNTY-  AL/WALKER
 AA7598  USGS QUAD   -  PARRISH (1981)
 AA7598
 AA7598                         *CURRENT SURVEY CONTROL
 AA7598  ___________________________________________________________________
 AA7598* NAD 83(1992)-  33 44 31.13312(N)    087 16 04.30436(W)     ADJUSTED  
 AA7598* NAVD 88     -       148.5    (meters)     487.     (feet)  GPS OBS   
 AA7598  ___________________________________________________________________
 AA7598  X           -     253,077.385 (meters)                     COMP
 AA7598  Y           -  -5,303,273.721 (meters)                     COMP
 AA7598  Z           -   3,522,750.949 (meters)                     COMP
 AA7598  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AA7598  ELLIP HEIGHT-         120.49  (meters)          (08/29/05) GPS OBS
 AA7598  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AA7598
 AA7598  HORZ ORDER  -  A
 AA7598  ELLP ORDER  -  FOURTH    CLASS I
 AA7598
 AA7598.The horizontal coordinates were established by GPS observations
 AA7598.and adjusted by the National Geodetic Survey in August 2005..
 AA7598
 AA7598.The orthometric height was determined by GPS observations and a
 AA7598.high-resolution geoid model.
 AA7598
 AA7598.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7598
 AA7598.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7598
 AA7598.The ellipsoidal height was determined by GPS observations
 AA7598.and is referenced to NAD 83.
 AA7598
 AA7598.The geoid height was determined by GEOID03.
 AA7598
 AA7598;                    North         East     Units Scale Factor Converg.
 AA7598;SPC AL W     -   414,925.149   621,509.202   MT  0.99993903   +0 07 44.2
 AA7598;UTM  16      - 3,733,580.204   475,188.921   MT  0.99960759   -0 08 55.6
 AA7598
 AA7598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7598!SPC AL W     -   0.99998108  x   0.99993903  =   0.99992012
 AA7598!UTM  16      -   0.99998108  x   0.99960759  =   0.99958868
 AA7598
 AA7598:                Primary Azimuth Mark                     Grid Az
 AA7598:SPC AL W     -  64 39                                    334 55 13.6
 AA7598:UTM  16      -  64 39                                    335 11 53.4
 AA7598
 AA7598|---------------------------------------------------------------------|
 AA7598| PID    Reference Object                     Distance      Geod. Az  |
 AA7598|                                                           dddmmss.s |
 AA7598| AA7599 64 39                               433.778 METERS 3350257.8 |
 AA7598|---------------------------------------------------------------------|
 AA7598
 AA7598                          SUPERSEDED SURVEY CONTROL
 AA7598
 AA7598  ELLIP H (07/29/02)  120.48   (m)                       GP(       ) 4 1
 AA7598  NAD 83(1992)-  33 44 31.13341(N)    087 16 04.30422(W) AD(       ) 1
 AA7598  ELLIP H (08/28/95)  120.52   (m)                       GP(       ) 4 1
 AA7598  NGVD 29 (08/28/95)  148.5    (m)          487.     (f) GPS OBS        
 AA7598
 AA7598.Superseded values are not recommended for survey control.
 AA7598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7598.See file dsdata.txt to determine how the superseded data were derived.
 AA7598
 AA7598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7518933580(NAD 83)
 AA7598_MARKER: DD = SURVEY DISK
 AA7598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7598_STAMPING: 64-38 1994
 AA7598_MARK LOGO: ALHD  
 AA7598_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7598+STABILITY: SURFACE MOTION
 AA7598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7598+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 AA7598
 AA7598  HISTORY     - Date     Condition        Report By
 AA7598  HISTORY     - 1994     MONUMENTED       ALHD
 AA7598  HISTORY     - 20040412 GOOD             ALHD
 AA7598  HISTORY     - 20040622 GOOD             LOCSUR
 AA7598  HISTORY     - 20050413 GOOD             ALPCO
 AA7598
 AA7598                          STATION DESCRIPTION
 AA7598
 AA7598'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7598'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7598'ALA 269, ABOUT 1.55 MI (2.49 KM) NORTHEAST OF PARRISH AND ABOUT 6.20
 AA7598'MI (9.98 KM) SOUTH OF JASPER. TO REACH THE STATION FROM THE JUNCTION
 AA7598'OF ALA 69 AND ALA 269 (MILE POST 42.45 ON ALA 269 AND MILE POST 201.80
 AA7598'BACK = 701.80 AHEAD ON ALA 69) AT A TRAFFIC LIGHT IN JASPER, DRIVE
 AA7598'SOUTH ON ALA 269 FOR 6.50 MI (10.46 KM) TO MILE POST 35.95 AND THE
 AA7598'STATION ON THE LEFT. THE STATION IS 40.7 FT (12.4 M) NORTHWEST OF THE
 AA7598'NORTH LEG OF A LARGE STOP SIGN, 44.4 FT (13.5 M) SOUTHEAST OF A STREET
 AA7598'LIGHT POLE, 46.6 FT (14.2 M) EAST-NORTHEAST OF THE CENTERLINE OF ALA
 AA7598'269, 46.7 FT (14.2 M) WEST-SOUTHWEST OF THE WEST EDGE OF A PAVED
 AA7598'PARKING LOT, 50.4 FT (15.4 M) WEST OF A STOP SIGN ON A WOOD POST, 53.6
 AA7598'FT (16.3 M) SOUTH OF TRANSFORMER POWER AND CABLE POLE NO. 18127 AND 3,
 AA7598'61.0 FT (18.6 M) NORTH-NORTHWEST OF THE CENTERLINE OF WALKER COUNTY
 AA7598'ROAD NO. 22, 64.7 FT (19.7 M) SOUTH OF THE CORNER OF A BRICK TRUST
 AA7598'WORTHY HARDWARE SIGN, 2.2 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS
 AA7598'POST, AND SET FLUSH WITH THE GROUND. STATION 64-39 1994 MAY BE USED AS
 AA7598'AN AZIMUTH FOR THIS STATION.
 AA7598
 AA7598                          STATION RECOVERY (2004)
 AA7598
 AA7598'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7598'RECOVERED IN GOOD CONDITION.
 AA7598
 AA7598                          STATION RECOVERY (2004)
 AA7598
 AA7598'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (CBJ)
 AA7598'RECOVERED AS DESCRIBED.
 AA7598
 AA7598                          STATION RECOVERY (2005)
 AA7598
 AA7598'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (WF)
 AA7598'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7599 ***********************************************************************
 AA7599  DESIGNATION -  64 39
 AA7599  PID         -  AA7599
 AA7599  STATE/COUNTY-  AL/WALKER
 AA7599  USGS QUAD   -  PARRISH (1981)
 AA7599
 AA7599                         *CURRENT SURVEY CONTROL
 AA7599  ___________________________________________________________________
 AA7599* NAD 83(1992)-  33 44 43.89802(N)    087 16 11.41364(W)     ADJUSTED  
 AA7599* NAVD 88     -       149.2    (meters)     490.     (feet)  VERTCON   
 AA7599  ___________________________________________________________________
 AA7599  X           -     252,884.220 (meters)                     COMP
 AA7599  Y           -  -5,303,064.808 (meters)                     COMP
 AA7599  Z           -   3,523,078.384 (meters)                     COMP
 AA7599  LAPLACE CORR-          -2.09  (seconds)                    DEFLEC99
 AA7599  ELLIP HEIGHT-         121.20  (meters)          (07/29/02) GPS OBS
 AA7599  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA7599
 AA7599  HORZ ORDER  -  FIRST
 AA7599  ELLP ORDER  -  FOURTH    CLASS I
 AA7599
 AA7599.The horizontal coordinates were established by GPS observations
 AA7599.and adjusted by the National Geodetic Survey in August 1995..
 AA7599
 AA7599.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7599.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7599
 AA7599.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7599
 AA7599.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7599
 AA7599.The ellipsoidal height was determined by GPS observations
 AA7599.and is referenced to NAD 83.
 AA7599
 AA7599.The geoid height was determined by GEOID03.
 AA7599
 AA7599;                    North         East     Units Scale Factor Converg.
 AA7599;SPC AL W     -   415,318.007   621,325.345   MT  0.99993894   +0 07 40.3
 AA7599;UTM  16      - 3,733,973.818   475,007.031   MT  0.99960770   -0 08 59.6
 AA7599
 AA7599!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7599!SPC AL W     -   0.99998097  x   0.99993894  =   0.99991991
 AA7599!UTM  16      -   0.99998097  x   0.99960770  =   0.99958868
 AA7599
 AA7599:                Primary Azimuth Mark                     Grid Az
 AA7599:SPC AL W     -  64 38                                    154 55 13.5
 AA7599:UTM  16      -  64 38                                    155 11 53.4
 AA7599
 AA7599|---------------------------------------------------------------------|
 AA7599| PID    Reference Object                     Distance      Geod. Az  |
 AA7599|                                                           dddmmss.s |
 AA7599| AA7598 64 38                               433.778 METERS 1550253.8 |
 AA7599|---------------------------------------------------------------------|
 AA7599
 AA7599                          SUPERSEDED SURVEY CONTROL
 AA7599
 AA7599  ELLIP H (08/28/95)  121.24   (m)                       GP(       ) 4 1
 AA7599  NGVD 29 (08/28/95)  149.2    (m)          490.     (f) GPS OBS        
 AA7599
 AA7599.Superseded values are not recommended for survey control.
 AA7599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7599.See file dsdata.txt to determine how the superseded data were derived.
 AA7599
 AA7599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7500733974(NAD 83)
 AA7599_MARKER: DD = SURVEY DISK
 AA7599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7599_STAMPING: 64-39 1994
 AA7599_MARK LOGO: ALHD  
 AA7599_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7599+STABILITY: SURFACE MOTION
 AA7599_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7599+SATELLITE: SATELLITE OBSERVATIONS - April 13, 2005
 AA7599
 AA7599  HISTORY     - Date     Condition        Report By
 AA7599  HISTORY     - 1994     MONUMENTED       ALHD
 AA7599  HISTORY     - 20040412 GOOD             ALHD
 AA7599  HISTORY     - 20050413 GOOD             ALPCO
 AA7599
 AA7599                          STATION DESCRIPTION
 AA7599
 AA7599'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7599'THE STATION IS LOCATED IN WALKER COUNTY ON THE EAST RIGHT OF WAY OF
 AA7599'ALA 269, ABOUT 1.65 MI (2.66 KM) NORTHEAST OF PARRISH AND ABOUT 5.95
 AA7599'MI (9.58 KM) SOUTH OF JASPER. TO REACH THE STATION FROM THE JUNCTION
 AA7599'OF ALA 69 AND ALA 269 (MILE POST 42.45 ON ALA 269 AND MILE POST 201.80
 AA7599'BACK = 701.80 AHEAD ON ALA 69) AT A TRAFFIC LIGHT IN JASPER, DRIVE
 AA7599'SOUTH ON ALA 269 FOR 6.25 MI (10.06 KM) TO MILE POST 36.20 AND THE
 AA7599'STATION ON THE LEFT. THE STATION IS LOCATED ON TOP OF A 10 FT (3.0 M)
 AA7599'BACKSLOPE, 53.4 FT (16.3 M) WEST OF CABLE POLE NO. 9, 68.8 FT (21.0 M)
 AA7599'EAST-NORTHEAST OF THE CENTERLINE OF ALA 269, 85.0 FT (25.9 M)
 AA7599'SOUTHEAST OF THE CENTER OF A PAVED COUNTY ROAD, 99.6 FT (30.4 M)
 AA7599'NORTH-NORTHWEST OF A THREE BY THREE-INCH FLOOD LIGHT BASE, 113.2 FT
 AA7599'(34.5 M) NORTH-NORTHWEST OF THE WEST LEG OF A STUDDARD CABINET AND
 AA7599'APPLIANCE SIGN, 114.1 FT (34.8 M) NORTHWEST OF A FLAG POLE, 2.0 FT
 AA7599'(0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7599'GROUND. STATION 64-38 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7599
 AA7599                          STATION RECOVERY (2004)
 AA7599
 AA7599'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 AA7599'RECOVERED IN GOOD CONDITION.
 AA7599
 AA7599                          STATION RECOVERY (2005)
 AA7599
 AA7599'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (WF)
 AA7599'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2773 ***********************************************************************
 DH2773  DESIGNATION -  64 4
 DH2773  PID         -  DH2773
 DH2773  STATE/COUNTY-  AL/WALKER
 DH2773  USGS QUAD   -  TOWNLEY (1981)
 DH2773
 DH2773                         *CURRENT SURVEY CONTROL
 DH2773  ___________________________________________________________________
 DH2773* NAD 83(1992)-  33 52 19.83840(N)    087 26 59.98577(W)     ADJUSTED  
 DH2773* NAVD 88     -       123.4    (meters)     405.     (feet)  VERTCON   
 DH2773  ___________________________________________________________________
 DH2773  X           -     235,859.507 (meters)                     COMP
 DH2773  Y           -  -5,296,003.756 (meters)                     COMP
 DH2773  Z           -   3,534,736.868 (meters)                     COMP
 DH2773  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DH2773  ELLIP HEIGHT-          95.88  (meters)          (07/29/02) GPS OBS
 DH2773  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DH2773
 DH2773  HORZ ORDER  -  FIRST
 DH2773  ELLP ORDER  -  FOURTH    CLASS I
 DH2773
 DH2773.The horizontal coordinates were established by GPS observations
 DH2773.and adjusted by the National Geodetic Survey in December 1992..
 DH2773
 DH2773.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2773.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2773
 DH2773.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2773
 DH2773.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2773
 DH2773.The ellipsoidal height was determined by GPS observations
 DH2773.and is referenced to NAD 83.
 DH2773
 DH2773.The geoid height was determined by GEOID03.
 DH2773
 DH2773;                    North         East     Units Scale Factor Converg.
 DH2773;SPC AL W     -   429,342.297   604,626.204   MT  0.99993360   +0 01 40.3
 DH2773;UTM  16      - 3,748,074.491   458,381.536   MT  0.99962135   -0 15 02.9
 DH2773
 DH2773!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2773!SPC AL W     -   0.99998495  x   0.99993360  =   0.99991855
 DH2773!UTM  16      -   0.99998495  x   0.99962135  =   0.99960630
 DH2773
 DH2773                          SUPERSEDED SURVEY CONTROL
 DH2773
 DH2773  ELLIP H (12/04/92)   95.91   (m)                       GP(       ) 4 1
 DH2773  NAD 83(1986)-  33 52 19.84510(N)    087 26 59.97977(W) AD(       ) 1
 DH2773  NGVD 29 (12/04/92)  123.4    (m)          405.     (f) GPS OBS        
 DH2773
 DH2773.Superseded values are not recommended for survey control.
 DH2773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2773.See file dsdata.txt to determine how the superseded data were derived.
 DH2773
 DH2773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5838248074(NAD 83)
 DH2773_MARKER: DD = SURVEY DISK
 DH2773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2773_SP_SET: CONCRETE POST
 DH2773_STAMPING: 64 - 4 1989
 DH2773_MARK LOGO: ALHD  
 DH2773_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2773+STABILITY: SURFACE MOTION
 DH2773_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2773+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH2773
 DH2773  HISTORY     - Date     Condition        Report By
 DH2773  HISTORY     - 1989     MONUMENTED       ALHD
 DH2773
 DH2773                          STATION DESCRIPTION
 DH2773
 DH2773'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2773'THE STATION IS LOCATED IN WALKER COUNTY ON THE SOUTH RIGHT OF WAY OF
 DH2773'U. S. 78, ABOUT 4.5 MI (7.2 KM) EAST OF CARBON HILL AND ABOUT 9.5 MI
 DH2773'(15.3 KM) WEST OF JASPER, AT A HIGH VOLTAGE POWER LINE CROSSING.
 DH2773'TO REACH THE STATION FROM THE JUNCTION OF U. S. 78 AND ALA 124, DRIVE
 DH2773'EAST ON U. S. 78 1.10 MI (1.77 KM) TO MILE POST 49.30 AND THE STATION
 DH2773'ON THE RIGHT BETWEEN TWO HIGH VOLTAGE POWER LINES.
 DH2773'THE STATION IS 40.0 FT (12.2 M) SOUTH OF THE CENTERLINE OF U. S. 78,
 DH2773'18.0 FT (5.5 M) NORTH OF AN ALABAMA POWER COMPANY RIGHT OF WAY SIGN,
 DH2773'126.0 FT (38.4 M) WEST OF THE WEST END OF THE SOUTH METAL GUARDRAIL
 DH2773'AT A BRIDGE, AND SET FLUSH WITH THE GROUND.
 DH2773'STATION 64 - 5 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7600 ***********************************************************************
 AA7600  DESIGNATION -  64 40
 AA7600  PID         -  AA7600
 AA7600  STATE/COUNTY-  AL/WALKER
 AA7600  USGS QUAD   -  GOODSPRINGS (1983)
 AA7600
 AA7600                         *CURRENT SURVEY CONTROL
 AA7600  ___________________________________________________________________
 AA7600* NAD 83(1992)-  33 39 24.33229(N)    087 09 44.56416(W)     ADJUSTED  
 AA7600* NAVD 88     -       121.6    (meters)     399.     (feet)  VERTCON   
 AA7600  ___________________________________________________________________
 AA7600  X           -     263,098.968 (meters)                     COMP
 AA7600  Y           -  -5,308,014.410 (meters)                     COMP
 AA7600  Z           -   3,514,871.458 (meters)                     COMP
 AA7600  LAPLACE CORR-          -2.53  (seconds)                    DEFLEC99
 AA7600  ELLIP HEIGHT-          93.17  (meters)          (07/29/02) GPS OBS
 AA7600  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AA7600
 AA7600  HORZ ORDER  -  FIRST
 AA7600  ELLP ORDER  -  FOURTH    CLASS I
 AA7600
 AA7600.The horizontal coordinates were established by GPS observations
 AA7600.and adjusted by the National Geodetic Survey in August 1995..
 AA7600
 AA7600.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7600.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7600
 AA7600.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7600
 AA7600.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7600
 AA7600.The ellipsoidal height was determined by GPS observations
 AA7600.and is referenced to NAD 83.
 AA7600
 AA7600.The geoid height was determined by GEOID03.
 AA7600
 AA7600;                    North         East     Units Scale Factor Converg.
 AA7600;SPC AL W     -   405,500.093   631,313.926   MT  0.99994542   +0 11 13.6
 AA7600;UTM  16      - 3,724,110.978   484,944.606   MT  0.99960279   -0 05 24.0
 AA7600
 AA7600!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7600!SPC AL W     -   0.99998537  x   0.99994542  =   0.99993079
 AA7600!UTM  16      -   0.99998537  x   0.99960279  =   0.99958817
 AA7600
 AA7600                          SUPERSEDED SURVEY CONTROL
 AA7600
 AA7600  ELLIP H (08/28/95)   93.22   (m)                       GP(       ) 4 1
 AA7600  NGVD 29 (08/28/95)  121.6    (m)          399.     (f) GPS OBS        
 AA7600
 AA7600.Superseded values are not recommended for survey control.
 AA7600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7600.See file dsdata.txt to determine how the superseded data were derived.
 AA7600
 AA7600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8494524111(NAD 83)
 AA7600_MARKER: DD = SURVEY DISK
 AA7600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7600_STAMPING: 64-40 1994
 AA7600_MARK LOGO: ALHD  
 AA7600_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7600+STABILITY: SURFACE MOTION
 AA7600_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7600+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA7600
 AA7600  HISTORY     - Date     Condition        Report By
 AA7600  HISTORY     - 1994     MONUMENTED       ALHD
 AA7600  HISTORY     - 20030711 GOOD             JCLS
 AA7600  HISTORY     - 20040901 GOOD             JCLS
 AA7600
 AA7600                          STATION DESCRIPTION
 AA7600
 AA7600'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7600'THE STATION IS LOCATED IN WALKER COUNTY ON A HIGH VOLTAGE POWER LINE
 AA7600'RIGHT OF WAY, ABOUT 6.45 MI (10.38 KM) SOUTHWEST OF DORA AND ABOUT
 AA7600'8.55 MI (13.76 KM) SOUTHEAST OF PARRISH. TO REACH THE STATION FROM THE
 AA7600'JUNCTION OF ALA 69 AND ALA 269 (MILE POST 42.45 ON ALA 269 AND MILE
 AA7600'POST 201.80 BACK = 701.80 AHEAD ON ALA 69) AT A TRAFFIC LIGHT IN
 AA7600'JASPER, DRIVE SOUTH ON ALA 269 FOR 17.25 MI (27.76 KM) TO MILE POST
 AA7600'25.20 AND THE STATION ON THE LEFT. THE STATION IS IN A HIGH VOLTAGE
 AA7600'POWER LINE RIGHT OF WAY, 104.2 FT (31.8 M) NORTHEAST OF THE CENTERLINE
 AA7600'OF ALA 269, 154.4 FT (47.1 M) NORTHWEST OF THE NORTH END OF A 4 FT
 AA7600'(1.2 M) CHAIN LINK FENCE, 171.3 FT (52.2 M) NORTHWEST OF THE NORTHWEST
 AA7600'CORNER OF A 6 FT (1.8 M) CHAIN LINK FENCE AROUND A LARGE PROPANE TANK,
 AA7600'2.3 FT (0.7 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA7600'FLUSH WITH THE GROUND. STATION 64-41 1994 MAY BE USED AS AN AZIMUTH
 AA7600'FOR THIS STATION.
 AA7600
 AA7600                          STATION RECOVERY (2003)
 AA7600
 AA7600'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AA7600'RECOVERED IN GOOD CONDITION.
 AA7600
 AA7600                          STATION RECOVERY (2004)
 AA7600
 AA7600'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA7600'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7601 ***********************************************************************
 AA7601  DESIGNATION -  64 41
 AA7601  PID         -  AA7601
 AA7601  STATE/COUNTY-  AL/WALKER
 AA7601  USGS QUAD   -  GOODSPRINGS (1983)
 AA7601
 AA7601                         *CURRENT SURVEY CONTROL
 AA7601  ___________________________________________________________________
 AA7601* NAD 83(1992)-  33 39 36.00311(N)    087 10 01.37783(W)     ADJUSTED  
 AA7601* NAVD 88     -       117.9    (meters)     387.     (feet)  VERTCON   
 AA7601  ___________________________________________________________________
 AA7601  X           -     262,656.281 (meters)                     COMP
 AA7601  Y           -  -5,307,833.686 (meters)                     COMP
 AA7601  Z           -   3,515,168.693 (meters)                     COMP
 AA7601  LAPLACE CORR-          -2.62  (seconds)                    DEFLEC99
 AA7601  ELLIP HEIGHT-          89.44  (meters)          (07/29/02) GPS OBS
 AA7601  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 AA7601
 AA7601  HORZ ORDER  -  FIRST
 AA7601  ELLP ORDER  -  FOURTH    CLASS I
 AA7601
 AA7601.The horizontal coordinates were established by GPS observations
 AA7601.and adjusted by the National Geodetic Survey in August 1995..
 AA7601
 AA7601.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7601
 AA7601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7601
 AA7601.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7601
 AA7601.The ellipsoidal height was determined by GPS observations
 AA7601.and is referenced to NAD 83.
 AA7601
 AA7601.The geoid height was determined by GEOID03.
 AA7601
 AA7601;                    North         East     Units Scale Factor Converg.
 AA7601;SPC AL W     -   405,858.245   630,879.587   MT  0.99994508   +0 11 04.4
 AA7601;UTM  16      - 3,724,471.104   484,512.152   MT  0.99960296   -0 05 33.3
 AA7601
 AA7601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7601!SPC AL W     -   0.99998596  x   0.99994508  =   0.99993104
 AA7601!UTM  16      -   0.99998596  x   0.99960296  =   0.99958892
 AA7601
 AA7601                          SUPERSEDED SURVEY CONTROL
 AA7601
 AA7601  ELLIP H (08/28/95)   89.48   (m)                       GP(       ) 4 1
 AA7601  NGVD 29 (08/28/95)  117.9    (m)          387.     (f) GPS OBS        
 AA7601
 AA7601.Superseded values are not recommended for survey control.
 AA7601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7601.See file dsdata.txt to determine how the superseded data were derived.
 AA7601
 AA7601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8451224471(NAD 83)
 AA7601_MARKER: DD = SURVEY DISK
 AA7601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7601_STAMPING: 64-41 1994
 AA7601_MARK LOGO: ALHD  
 AA7601_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7601+STABILITY: SURFACE MOTION
 AA7601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7601+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 AA7601
 AA7601  HISTORY     - Date     Condition        Report By
 AA7601  HISTORY     - 1994     MONUMENTED       ALHD
 AA7601  HISTORY     - 19980713 GOOD             JCLS
 AA7601
 AA7601                          STATION DESCRIPTION
 AA7601
 AA7601'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7601'THE STATION IS LOCATED IN WALKER COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA7601'OF ALA 269, ABOUT 6.45 MI (10.38 KM) SOUTHWEST OF DORA AND ABOUT 8.20
 AA7601'MI (13.20 KM) SOUTHEAST OF PARRISH. TO REACH THE STATION FROM THE
 AA7601'JUNCTION OF ALA 69 AND ALA 269 (MILE POST 42.45 ON ALA 269 AND MILE
 AA7601'POST 201.80 BACK = 701.80 AHEAD ON ALA 69) AT A TRAFFIC LIGHT IN
 AA7601'JASPER, DRIVE SOUTH ON ALA 269 FOR 16.90 MI (27.20 KM) TO MILE POST
 AA7601'25.55 AND THE STATION ON THE RIGHT. THE STATION IS 37.2 FT (11.3 M)
 AA7601'SOUTHWEST OF THE CENTERLINE OF ALA 269, 58.0 FT (17.7 M)
 AA7601'WEST-NORTHWEST OF A POWER POLE, 178.9 FT (54.5 M) SOUTHEAST OF A
 AA7601'JUNCTION POWER POLE WITH ONE GUY WIRE, AND SET FLUSH WITH THE GROUND.
 AA7601'STATION 64-40 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7601
 AA7601                          STATION RECOVERY (1998)
 AA7601
 AA7601'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 AA7601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7602 ***********************************************************************
 AA7602  DESIGNATION -  64 42
 AA7602  PID         -  AA7602
 AA7602  STATE/COUNTY-  AL/WALKER
 AA7602  USGS QUAD   -  DORA (1983)
 AA7602
 AA7602                         *CURRENT SURVEY CONTROL
 AA7602  ___________________________________________________________________
 AA7602* NAD 83(1992)-  33 44 10.69073(N)    087 06 53.93152(W)     ADJUSTED  
 AA7602* NAVD 88     -       109.9    (meters)     361.     (feet)  VERTCON   
 AA7602  ___________________________________________________________________
 AA7602  X           -     267,243.078 (meters)                     COMP
 AA7602  Y           -  -5,302,896.595 (meters)                     COMP
 AA7602  Z           -   3,522,205.548 (meters)                     COMP
 AA7602  LAPLACE CORR-          -2.78  (seconds)                    DEFLEC99
 AA7602  ELLIP HEIGHT-          81.54  (meters)          (07/29/02) GPS OBS
 AA7602  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 AA7602
 AA7602  HORZ ORDER  -  FIRST
 AA7602  ELLP ORDER  -  FOURTH    CLASS I
 AA7602
 AA7602.The horizontal coordinates were established by GPS observations
 AA7602.and adjusted by the National Geodetic Survey in August 1995..
 AA7602
 AA7602.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7602.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7602
 AA7602.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7602
 AA7602.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7602
 AA7602.The ellipsoidal height was determined by GPS observations
 AA7602.and is referenced to NAD 83.
 AA7602
 AA7602.The geoid height was determined by GEOID03.
 AA7602
 AA7602;                    North         East     Units Scale Factor Converg.
 AA7602;SPC AL W     -   414,337.723   635,677.160   MT  0.99994902   +0 12 49.8
 AA7602;UTM  16      - 3,732,924.337   489,349.055   MT  0.99960140   -0 03 49.9
 AA7602
 AA7602!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7602!SPC AL W     -   0.99998720  x   0.99994902  =   0.99993622
 AA7602!UTM  16      -   0.99998720  x   0.99960140  =   0.99958860
 AA7602
 AA7602                          SUPERSEDED SURVEY CONTROL
 AA7602
 AA7602  ELLIP H (08/28/95)   81.58   (m)                       GP(       ) 4 1
 AA7602  NGVD 29 (08/28/95)  109.8    (m)          360.     (f) GPS OBS        
 AA7602
 AA7602.Superseded values are not recommended for survey control.
 AA7602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7602.See file dsdata.txt to determine how the superseded data were derived.
 AA7602
 AA7602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8934932924(NAD 83)
 AA7602_MARKER: DD = SURVEY DISK
 AA7602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7602_STAMPING: 64-42 1994
 AA7602_MARK LOGO: ALHD  
 AA7602_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7602+STABILITY: SURFACE MOTION
 AA7602_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7602+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7602
 AA7602  HISTORY     - Date     Condition        Report By
 AA7602  HISTORY     - 1994     MONUMENTED       ALHD
 AA7602
 AA7602                          STATION DESCRIPTION
 AA7602
 AA7602'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7602'THE STATION IS LOCATED IN WALKER COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7602'WALKER COUNTY ROAD NO. 30, ABOUT 1.45 MI (2.33 KM) WEST-NORTHWEST OF
 AA7602'DORA AND ABOUT 4.00 MI (6.44 KM) EAST-SOUTHEAST OF CORDOVA. TO REACH
 AA7602'THE STATION FROM THE JUNCTION OF U.S. 78 EAST AND ALA 69 NORTH (MILE
 AA7602'POST 65.10 ON U.S. 78 AND MILE POST 205.30 ON ALA 69) ON THE EAST SIDE
 AA7602'OF JASPER, DRIVE SOUTHEAST ON U.S. 78 FOR 12.20 MI (19.63 KM) TO MILE
 AA7602'POST 77.30 AND WALKER COUNTY ROAD NO. 30 ON THE RIGHT, TURN RIGHT ON
 AA7602'WALKER COUNTY ROAD NO. 30 AND DRIVE SOUTHWEST FOR 3.55 MI (5.71 KM) TO
 AA7602'THE STATION ON THE LEFT. THE STATION IS 54.2 FT (16.5 M) SOUTH OF THE
 AA7602'CENTERLINE OF WALKER COUNTY ROAD NO. 30, 138.3 FT (42.2 M) SOUTHWEST
 AA7602'OF AN ANGLE POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 173.0 FT
 AA7602'(52.7 M) EAST-SOUTHEAST OF AN ANGLE POWER POLE WITH ONE GUY WIRE,
 AA7602'173.2 FT (52.8 M) EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. W 11,
 AA7602'2.9 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7602'THE GROUND. STATION 64-43 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7602'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7603 ***********************************************************************
 AA7603  DESIGNATION -  64 43
 AA7603  PID         -  AA7603
 AA7603  STATE/COUNTY-  AL/WALKER
 AA7603  USGS QUAD   -  DORA (1983)
 AA7603
 AA7603                         *CURRENT SURVEY CONTROL
 AA7603  ___________________________________________________________________
 AA7603* NAD 83(1992)-  33 44 09.03279(N)    087 06 19.30908(W)     ADJUSTED  
 AA7603* NAVD 88     -        90.4    (meters)     297.     (feet)  VERTCON   
 AA7603  ___________________________________________________________________
 AA7603  X           -     268,133.805 (meters)                     COMP
 AA7603  Y           -  -5,302,863.850 (meters)                     COMP
 AA7603  Z           -   3,522,152.271 (meters)                     COMP
 AA7603  LAPLACE CORR-          -2.79  (seconds)                    DEFLEC99
 AA7603  ELLIP HEIGHT-          62.10  (meters)          (07/29/02) GPS OBS
 AA7603  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 AA7603
 AA7603  HORZ ORDER  -  FIRST
 AA7603  ELLP ORDER  -  FOURTH    CLASS I
 AA7603
 AA7603.The horizontal coordinates were established by GPS observations
 AA7603.and adjusted by the National Geodetic Survey in August 1995..
 AA7603
 AA7603.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7603.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7603
 AA7603.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7603
 AA7603.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7603
 AA7603.The ellipsoidal height was determined by GPS observations
 AA7603.and is referenced to NAD 83.
 AA7603
 AA7603.The geoid height was determined by GEOID03.
 AA7603
 AA7603;                    North         East     Units Scale Factor Converg.
 AA7603;SPC AL W     -   414,290.012   636,568.536   MT  0.99994981   +0 13 09.0
 AA7603;UTM  16      - 3,732,872.324   490,239.880   MT  0.99960117   -0 03 30.7
 AA7603
 AA7603!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7603!SPC AL W     -   0.99999025  x   0.99994981  =   0.99994006
 AA7603!UTM  16      -   0.99999025  x   0.99960117  =   0.99959142
 AA7603
 AA7603                          SUPERSEDED SURVEY CONTROL
 AA7603
 AA7603  ELLIP H (08/28/95)   62.15   (m)                       GP(       ) 4 1
 AA7603  NGVD 29 (08/28/95)   90.4    (m)          297.     (f) GPS OBS        
 AA7603
 AA7603.Superseded values are not recommended for survey control.
 AA7603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7603.See file dsdata.txt to determine how the superseded data were derived.
 AA7603
 AA7603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9024032872(NAD 83)
 AA7603_MARKER: DD = SURVEY DISK
 AA7603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7603_STAMPING: 64-43 1994
 AA7603_MARK LOGO: ALHD  
 AA7603_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7603+STABILITY: SURFACE MOTION
 AA7603_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7603+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7603
 AA7603  HISTORY     - Date     Condition        Report By
 AA7603  HISTORY     - 1994     MONUMENTED       ALHD
 AA7603
 AA7603                          STATION DESCRIPTION
 AA7603
 AA7603'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7603'THE STATION IS LOCATED IN WALKER COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7603'WALKER COUNTY ROAD NO. 30 IN DORA. TO REACH THE STATION FROM THE
 AA7603'JUNCTION OF U.S. 78 EAST AND ALA 69 NORTH (MILE POST 65.10 ON U.S. 78
 AA7603'AND MILE POST 205.30 ON ALA 69) ON THE EAST SIDE OF JASPER, DRIVE
 AA7603'SOUTHEAST ON U.S. 78 FOR 12.20 MI (19.63 KM) TO MILE POST 77.30 AND
 AA7603'WALKER COUNTY ROAD NO. 30 ON THE RIGHT, TURN RIGHT ON WALKER COUNTY
 AA7603'ROAD NO. 30 AND DRIVE SOUTHWEST FOR 3.00 MI (4.83 KM) TO THE STATION
 AA7603'ON THE LEFT. THE STATION IS 2.2 FT (0.7 M) NORTH-NORTHEAST OF A 1 1/2
 AA7603'INCH PIPE LOT CORNER POST, 3.0 FT (0.9 M) NORTH OF THE NORTHWEST
 AA7603'CORNER OF A 4 FT (1.2 M) CHAIN LINK FENCE, 15.0 FT (4.6 M) EAST OF THE
 AA7603'CENTER OF A GRAVEL DRIVEWAY, 75.8 FT (23.1 M) WEST OF A FIRE HYDRANT,
 AA7603'83.6 FT (25.5 M) SOUTH OF THE CENTERLINE OF WALKER COUNTY ROAD NO. 30,
 AA7603'85.1 FT (25.9 M) WEST OF THE NORTHEAST CORNER OF THE 4 FT (1.2 M)
 AA7603'CHAIN LINK FENCE, 92.0 FT (28.0 M) WEST OF THE CENTER OF A GRAVEL
 AA7603'DRIVEWAY, 94.8 FT (28.9 M) EAST OF A TELEPHONE SERVICE POLE, 3.1 FT
 AA7603'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7603'GROUND. STATION 64-42 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7604 ***********************************************************************
 AA7604  DESIGNATION -  64 44
 AA7604  PID         -  AA7604
 AA7604  STATE/COUNTY-  AL/WALKER
 AA7604  USGS QUAD   -  SIPSEY (1983)
 AA7604
 AA7604                         *CURRENT SURVEY CONTROL
 AA7604  ___________________________________________________________________
 AA7604* NAD 83(1992)-  33 50 22.04564(N)    087 03 14.45553(W)     ADJUSTED  
 AA7604* NAVD 88     -       153.7    (meters)     504.     (feet)  VERTCON   
 AA7604  ___________________________________________________________________
 AA7604  X           -     272,560.321 (meters)                     COMP
 AA7604  Y           -  -5,296,291.040 (meters)                     COMP
 AA7604  Z           -   3,531,739.361 (meters)                     COMP
 AA7604  LAPLACE CORR-          -3.35  (seconds)                    DEFLEC99
 AA7604  ELLIP HEIGHT-         125.47  (meters)          (07/29/02) GPS OBS
 AA7604  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 AA7604
 AA7604  HORZ ORDER  -  FIRST
 AA7604  ELLP ORDER  -  FOURTH    CLASS I
 AA7604
 AA7604.The horizontal coordinates were established by GPS observations
 AA7604.and adjusted by the National Geodetic Survey in August 1995..
 AA7604
 AA7604.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7604.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7604
 AA7604.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7604
 AA7604.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7604
 AA7604.The ellipsoidal height was determined by GPS observations
 AA7604.and is referenced to NAD 83.
 AA7604
 AA7604.The geoid height was determined by GEOID03.
 AA7604
 AA7604;                    North         East     Units Scale Factor Converg.
 AA7604;SPC AL W     -   425,801.556   641,276.947   MT  0.99995433   +0 14 54.1
 AA7604;UTM  16      - 3,744,356.846   495,002.428   MT  0.99960031   -0 01 48.3
 AA7604
 AA7604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7604!SPC AL W     -   0.99998030  x   0.99995433  =   0.99993463
 AA7604!UTM  16      -   0.99998030  x   0.99960031  =   0.99958062
 AA7604
 AA7604:                Primary Azimuth Mark                     Grid Az
 AA7604:SPC AL W     -  64 45                                    356 47 46.7
 AA7604:UTM  16      -  64 45                                    357 04 29.1
 AA7604
 AA7604|---------------------------------------------------------------------|
 AA7604| PID    Reference Object                     Distance      Geod. Az  |
 AA7604|                                                           dddmmss.s |
 AA7604| AA7605 64 45                               440.344 METERS 3570240.8 |
 AA7604|---------------------------------------------------------------------|
 AA7604
 AA7604                          SUPERSEDED SURVEY CONTROL
 AA7604
 AA7604  ELLIP H (08/28/95)  125.52   (m)                       GP(       ) 4 1
 AA7604  NGVD 29 (08/28/95)  153.7    (m)          504.     (f) GPS OBS        
 AA7604
 AA7604.Superseded values are not recommended for survey control.
 AA7604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7604.See file dsdata.txt to determine how the superseded data were derived.
 AA7604
 AA7604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9500244357(NAD 83)
 AA7604_MARKER: DD = SURVEY DISK
 AA7604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7604_STAMPING: 64-44 1994
 AA7604_MARK LOGO: ALHD  
 AA7604_PROJECTION: FLUSH
 AA7604_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7604+STABILITY: SURFACE MOTION
 AA7604_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7604+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1996
 AA7604
 AA7604  HISTORY     - Date     Condition        Report By
 AA7604  HISTORY     - 1994     MONUMENTED       ALHD
 AA7604  HISTORY     - 19960715 GOOD             BROOKS
 AA7604
 AA7604                          STATION DESCRIPTION
 AA7604
 AA7604'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7604'THE STATION IS LOCATED IN WALKER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7604'CAMPBELLVILLE ROAD - COUNTY ROAD NO. 9, ABOUT 5.90 MI (9.49 KM) NORTH
 AA7604'OF SUMITON AND ABOUT 9.35 MI (15.05 KM) NORTHEAST OF CORDOVA. TO REACH
 AA7604'THE STATION FROM THE JUNCTION OF U.S. 78 EAST AND ALA 69 NORTH (MILE
 AA7604'POST 65.10 ON U.S. 78 AND MILE POST 205.30 ON ALA 69) ON THE EAST SIDE
 AA7604'OF JASPER, DRIVE SOUTHEAST ON U.S. 78 FOR 12.40 MI (19.96 KM) TO MILE
 AA7604'POST 77.50 AND HULL ROAD ON THE LEFT AT A TRAFFIC LIGHT, TURN LEFT ON
 AA7604'HULL ROAD AND DRIVE NORTHEAST AND NORTH FOR 4.80 MI (7.72 KM) TO
 AA7604'SIPSEY ROAD LEFT AND RIGHT, TURN LEFT ON SIPSEY ROAD AND DRIVE
 AA7604'NORTHWEST FOR 0.80 MI (1.29 KM) TO CAMPBELLVILLE ROAD - COUNTY ROAD
 AA7604'NO. 9 ON THE RIGHT, TURN RIGHT ON CAMPBELLVILLE ROAD AND DRIVE
 AA7604'NORTHEAST AND NORTH FOR 1.60 MI (2.57 KM) TO THE STATION ON THE LEFT.
 AA7604'THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A HOG WIRE FENCE WITH
 AA7604'TWO STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 19.1 FT (5.8 M)
 AA7604'SOUTH OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE,
 AA7604'36.2 FT (11.0 M) WEST-NORTHWEST OF THE CENTER OF CAMPBELLVILLE ROAD,
 AA7604'107.4 FT (32.7 M) NORTH-NORTHWEST OF A 1528 SIGN ACROSS THE ROAD,
 AA7604'108.7 FT (33.1 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 21 A ACROSS
 AA7604'THE ROAD, 109.8 FT (33.5 M) NORTH-NORTHWEST OF TELEPHONE CABLE
 AA7604'PEDESTAL NO. 21 B ACROSS THE ROAD, 109.9 FT (33.5 M) NORTH-NORTHWEST
 AA7604'OF TRANSFORMER POWER POLE NO. 23 ACROSS THE ROAD, 3.0 FT (0.9 M)
 AA7604'EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7604'GROUND. STATION 64-45 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7604
 AA7604                          STATION RECOVERY (1996)
 AA7604
 AA7604'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (ST)
 AA7604'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7605 ***********************************************************************
 AA7605  DESIGNATION -  64 45
 AA7605  PID         -  AA7605
 AA7605  STATE/COUNTY-  AL/WALKER
 AA7605  USGS QUAD   -  SIPSEY (1983)
 AA7605
 AA7605                         *CURRENT SURVEY CONTROL
 AA7605  ___________________________________________________________________
 AA7605* NAD 83(1992)-  33 50 36.31843(N)    087 03 15.33859(W)     ADJUSTED  
 AA7605* NAVD 88     -       153.1    (meters)     502.     (feet)  VERTCON   
 AA7605  ___________________________________________________________________
 AA7605  X           -     272,525.036 (meters)                     COMP
 AA7605  Y           -  -5,296,047.128 (meters)                     COMP
 AA7605  Z           -   3,532,104.289 (meters)                     COMP
 AA7605  LAPLACE CORR-          -3.43  (seconds)                    DEFLEC99
 AA7605  ELLIP HEIGHT-         124.87  (meters)          (07/29/02) GPS OBS
 AA7605  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 AA7605
 AA7605  HORZ ORDER  -  FIRST
 AA7605  ELLP ORDER  -  FOURTH    CLASS I
 AA7605
 AA7605.The horizontal coordinates were established by GPS observations
 AA7605.and adjusted by the National Geodetic Survey in August 1995..
 AA7605
 AA7605.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7605.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7605
 AA7605.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7605
 AA7605.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7605
 AA7605.The ellipsoidal height was determined by GPS observations
 AA7605.and is referenced to NAD 83.
 AA7605
 AA7605.The geoid height was determined by GEOID03.
 AA7605
 AA7605;                    North         East     Units Scale Factor Converg.
 AA7605;SPC AL W     -   426,241.192   641,252.339   MT  0.99995430   +0 14 53.7
 AA7605;UTM  16      - 3,744,796.441   494,979.965   MT  0.99960031   -0 01 48.8
 AA7605
 AA7605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7605!SPC AL W     -   0.99998040  x   0.99995430  =   0.99993470
 AA7605!UTM  16      -   0.99998040  x   0.99960031  =   0.99958072
 AA7605
 AA7605:                Primary Azimuth Mark                     Grid Az
 AA7605:SPC AL W     -  64 44                                    176 47 46.6
 AA7605:UTM  16      -  64 44                                    177 04 29.1
 AA7605
 AA7605|---------------------------------------------------------------------|
 AA7605| PID    Reference Object                     Distance      Geod. Az  |
 AA7605|                                                           dddmmss.s |
 AA7605| AA7604 64 44                               440.344 METERS 1770240.3 |
 AA7605|---------------------------------------------------------------------|
 AA7605
 AA7605                          SUPERSEDED SURVEY CONTROL
 AA7605
 AA7605  ELLIP H (08/28/95)  124.91   (m)                       GP(       ) 4 1
 AA7605  NGVD 29 (08/28/95)  153.0    (m)          502.     (f) GPS OBS        
 AA7605
 AA7605.Superseded values are not recommended for survey control.
 AA7605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7605.See file dsdata.txt to determine how the superseded data were derived.
 AA7605
 AA7605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9498044796(NAD 83)
 AA7605_MARKER: DD = SURVEY DISK
 AA7605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7605_STAMPING: 64-45 1994
 AA7605_MARK LOGO: ALHD  
 AA7605_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7605+STABILITY: SURFACE MOTION
 AA7605_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7605+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA7605
 AA7605  HISTORY     - Date     Condition        Report By
 AA7605  HISTORY     - 1994     MONUMENTED       ALHD
 AA7605  HISTORY     - 20040901 GOOD             JCLS
 AA7605
 AA7605                          STATION DESCRIPTION
 AA7605
 AA7605'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7605'THE STATION IS LOCATED IN WALKER COUNTY ON THE WEST RIGHT OF WAY OF
 AA7605'CAMPBELLVILLE ROAD - COUNTY ROAD NO. 9, ABOUT 6.20 MI (9.98 KM) NORTH
 AA7605'OF SUMITON AND ABOUT 9.45 MI (15.21 KM) NORTHEAST OF CORDOVA. TO REACH
 AA7605'THE STATION FROM THE JUNCTION OF U.S. 78 EAST AND ALA 69 NORTH (MILE
 AA7605'POST 65.10 ON U.S. 78 AND MILE POST 205.30 ON ALA 69) ON THE EAST SIDE
 AA7605'OF JASPER, DRIVE SOUTHEAST ON U.S. 78 FOR 12.40 MI (19.96 KM) TO MILE
 AA7605'POST 77.50 AND HULL ROAD ON THE LEFT AT A TRAFFIC LIGHT, TURN LEFT ON
 AA7605'HULL ROAD AND DRIVE NORTHEAST AND NORTH FOR 4.80 MI (7.72 KM) TO
 AA7605'SIPSEY ROAD LEFT AND RIGHT, TURN LEFT ON SIPSEY ROAD AND DRIVE
 AA7605'NORTHWEST FOR 0.80 MI (1.29 KM) TO CAMPBELLVILLE ROAD - COUNTY ROAD
 AA7605'NO. 9 ON THE RIGHT, TURN RIGHT ON CAMPBELLVILLE ROAD AND DRIVE
 AA7605'NORTHEAST AND NORTH FOR 1.90 MI (3.06 KM) TO THE STATION ON THE LEFT.
 AA7605'THE STATION IS 3.0 FT (0.9 M) EAST-NORTHEAST OF A FOUR STRAND BARBED
 AA7605'WIRE FENCE ON YELLOW TOP, GREEN STEEL POSTS, 6.2 FT (1.9 M) NORTH OF A
 AA7605'TREATED WOOD POST IN THE FENCE LINE, 29.0 FT (8.8 M) WEST-SOUTHWEST OF
 AA7605'THE CENTER OF CAMPBELLVILLE ROAD, 71.0 FT (21.6 M) NORTH-NORTHWEST OF
 AA7605'A JUNCTION POWER POLE, 78.2 FT (23.8 M) WEST-NORTHWEST OF TELEPHONE
 AA7605'CABLE PEDESTAL NO. 24 B ACROSS THE ROAD, 78.6 FT (24.0 M)
 AA7605'WEST-NORTHWEST OF A TRANSFORMER POWER POLE ACROSS THE ROAD, 108.7 FT
 AA7605'(33.1 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 24 A ACROSS THE
 AA7605'ROAD, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7605'WITH THE GROUND. STATION 64-44 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA7605'STATION.
 AA7605
 AA7605                          STATION RECOVERY (2004)
 AA7605
 AA7605'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA7605'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2774 ***********************************************************************
 DH2774  DESIGNATION -  64 5
 DH2774  PID         -  DH2774
 DH2774  STATE/COUNTY-  AL/WALKER
 DH2774  USGS QUAD   -  TOWNLEY (1981)
 DH2774
 DH2774                         *CURRENT SURVEY CONTROL
 DH2774  ___________________________________________________________________
 DH2774* NAD 83(1992)-  33 52 16.02620(N)    087 26 34.43837(W)     ADJUSTED  
 DH2774* NAVD 88     -       132.4    (meters)     434.     (feet)  VERTCON   
 DH2774  ___________________________________________________________________
 DH2774  X           -     236,518.706 (meters)                     COMP
 DH2774  Y           -  -5,296,047.326 (meters)                     COMP
 DH2774  Z           -   3,534,644.330 (meters)                     COMP
 DH2774  LAPLACE CORR-          -1.22  (seconds)                    DEFLEC99
 DH2774  ELLIP HEIGHT-         104.83  (meters)          (07/29/02) GPS OBS
 DH2774  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 DH2774
 DH2774  HORZ ORDER  -  FIRST
 DH2774  ELLP ORDER  -  FOURTH    CLASS I
 DH2774
 DH2774.The horizontal coordinates were established by GPS observations
 DH2774.and adjusted by the National Geodetic Survey in December 1992..
 DH2774
 DH2774.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2774
 DH2774.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2774
 DH2774.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2774
 DH2774.The ellipsoidal height was determined by GPS observations
 DH2774.and is referenced to NAD 83.
 DH2774
 DH2774.The geoid height was determined by GEOID03.
 DH2774
 DH2774;                    North         East     Units Scale Factor Converg.
 DH2774;SPC AL W     -   429,225.189   605,282.815   MT  0.99993368   +0 01 54.6
 DH2774;UTM  16      - 3,747,954.228   459,037.364   MT  0.99962068   -0 14 48.6
 DH2774
 DH2774!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2774!SPC AL W     -   0.99998354  x   0.99993368  =   0.99991722
 DH2774!UTM  16      -   0.99998354  x   0.99962068  =   0.99960423
 DH2774
 DH2774                          SUPERSEDED SURVEY CONTROL
 DH2774
 DH2774  ELLIP H (12/04/92)  104.86   (m)                       GP(       ) 4 1
 DH2774  NAD 83(1986)-  33 52 16.03290(N)    087 26 34.43237(W) AD(       ) 1
 DH2774  NGVD 29 (12/04/92)  132.3    (m)          434.     (f) GPS OBS        
 DH2774
 DH2774.Superseded values are not recommended for survey control.
 DH2774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2774.See file dsdata.txt to determine how the superseded data were derived.
 DH2774
 DH2774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5903747954(NAD 83)
 DH2774_MARKER: DD = SURVEY DISK
 DH2774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2774_SP_SET: CONCRETE POST
 DH2774_STAMPING: 64-5 1989
 DH2774_MARK LOGO: ALHD  
 DH2774_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2774+STABILITY: SURFACE MOTION
 DH2774_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2774+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1992
 DH2774
 DH2774  HISTORY     - Date     Condition        Report By
 DH2774  HISTORY     - 1989     MONUMENTED       ALHD
 DH2774  HISTORY     - 19900103 GOOD
 DH2774  HISTORY     - 19920514 GOOD             ALHD
 DH2774
 DH2774                          STATION DESCRIPTION
 DH2774
 DH2774'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2774'THE STATION IS LOCATED IN WALKER COUNTY ON THE NORTH RIGHT OF WAY OF
 DH2774'U. S. 78, ABOUT 5.0 MI (8.0 KM) EAST OF CARBON HILL AND ABOUT 9.0 MI
 DH2774'(14.5 KM) WEST OF JASPER, NEAR WHITTS STORE.
 DH2774'TO REACH THE STATION FROM THE JUNCTION OF U. S. 78 AND ALA 124, DRIVE
 DH2774'EAST ON U. S. 78 1.50 MI (2.41 KM) TO MILE POST 49.70 AND THE STATION
 DH2774'ON THE LEFT IN A GRASSED AREA BETWEEN DRIVEWAYS IN FRONT OF THREE
 DH2774'HOUSE TRAILERS, IN LINE WITH THE CENTER ONE AND NEAR WHITTS STORE.
 DH2774'THE STATION IS 84.0 FT (25.6 M) NORTH OF THE CENTERLINE OF U. S. 78,
 DH2774'74.0 FT (22.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE EAST HOUSE
 DH2774'TRAILER, 86.0 FT (26.2 M) SOUTHWEST OF A DOUBLE TRUNK 14 INCH PINE
 DH2774'TREE BESIDE THE EAST TRAILER, 40.0 FT (12.2 M) SOUTH OF THE TRAILER
 DH2774'HITCH OF THE CENTER TRAILER, 96.0 FT (29.3 M) SOUTHEAST OF THE
 DH2774'TRAILER HITCH OF THE WEST TRAILER, 105.0 FT (32.0 M) EAST - NORTHEAST
 DH2774'OF A TRANSFORMER POWER POLE, APPROXIMATELY 250 FT (76.2 M) WEST OF
 DH2774'WHITTS STORE, AND SET FLUSH WITH THE GROUND.
 DH2774'STATION 64 - 4 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2774
 DH2774                          STATION RECOVERY (1990)
 DH2774
 DH2774'RECOVERED 1990
 DH2774'RECOVERED IN GOOD CONDITION.
 DH2774
 DH2774                          STATION RECOVERY (1992)
 DH2774
 DH2774'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2774'THE STATION IS LOCATED IN WALKER COUNTY ON THE NORTH RIGHT OF WAY OF
 DH2774'U.S. 78, ABOUT 5.0 MI (8.0 KM) EAST OF CARBON HILL AND ABOUT 9.0 MI
 DH2774'(14.5 KM) WEST OF JASPER, NEAR WHITTS STORE.
 DH2774'TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 124, DRIVE
 DH2774'EAST ON U.S. 78 FOR 1.50 MI (2.41 KM) TO MILE POST 49.70 AND THE
 DH2774'STATION ON THE LEFT IN A GRASSED AREA BETWEEN DRIVEWAYS IN FRONT OF
 DH2774'THREE HOUSE TRAILERS, IN LINE WITH THE CENTER ONE AND NEAR WHITTS
 DH2774'STORE.
 DH2774'THE STATION IS 84.0 FT (25.6 M) NORTH OF THE CENTER LINE OF U.S. 78,
 DH2774'74.0 FT (22.6 M) SOUTHWEST OF THE SOUTHWEST CORNER OF THE EAST HOUSE
 DH2774'TRAILER, 86.0 FT (26.2 M) SOUTHWEST OF A DOUBLE TRUNK 14-INCH PINE
 DH2774'TREE BESIDE THE EAST TRAILER, 40.0 FT (12.2 M) SOUTH OF THE TRAILER
 DH2774'HITCH OF THE CENTER TRAILER, 96.0 FT (29.3 M) SOUTHEAST OF THE
 DH2774'TRAILER HITCH OF THE WEST TRAILER, 105.0 FT (32.0 M) EAST-NORTHEAST
 DH2774'OF A TRANSFORMER POWER POLE, APPROXIMATELY 250 FT (76.2 M) WEST OF
 DH2774'WHITTS STORE, AND SET FLUSH WITH THE GROUND.
 DH2774'STATION 64-4 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2775 ***********************************************************************
 DH2775  DESIGNATION -  64 6
 DH2775  PID         -  DH2775
 DH2775  STATE/COUNTY-  AL/WALKER
 DH2775  USGS QUAD   -  JASPER (1981)
 DH2775
 DH2775                         *CURRENT SURVEY CONTROL
 DH2775  ___________________________________________________________________
 DH2775* NAD 83(1992)-  33 48 47.95832(N)    087 17 27.13990(W)     ADJUSTED  
 DH2775* NAVD 88     -       116.4    (meters)     382.     (feet)  VERTCON   
 DH2775  ___________________________________________________________________
 DH2775  X           -     250,738.385 (meters)                     COMP
 DH2775  Y           -  -5,298,953.920 (meters)                     COMP
 DH2775  Z           -   3,529,310.585 (meters)                     COMP
 DH2775  LAPLACE CORR-          -2.08  (seconds)                    DEFLEC99
 DH2775  ELLIP HEIGHT-          88.60  (meters)          (07/29/02) GPS OBS
 DH2775  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DH2775
 DH2775  HORZ ORDER  -  FIRST
 DH2775  ELLP ORDER  -  FOURTH    CLASS I
 DH2775
 DH2775.The horizontal coordinates were established by GPS observations
 DH2775.and adjusted by the National Geodetic Survey in December 1992..
 DH2775
 DH2775.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2775.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2775
 DH2775.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2775
 DH2775.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2775
 DH2775.The ellipsoidal height was determined by GPS observations
 DH2775.and is referenced to NAD 83.
 DH2775
 DH2775.The geoid height was determined by GEOID03.
 DH2775
 DH2775;                    North         East     Units Scale Factor Converg.
 DH2775;SPC AL W     -   422,833.036   619,361.114   MT  0.99993795   +0 06 59.0
 DH2775;UTM  16      - 3,741,495.805   473,079.922   MT  0.99960893   -0 09 42.7
 DH2775
 DH2775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2775!SPC AL W     -   0.99998609  x   0.99993795  =   0.99992404
 DH2775!UTM  16      -   0.99998609  x   0.99960893  =   0.99959503
 DH2775
 DH2775|---------------------------------------------------------------------|
 DH2775| PID    Reference Object                     Distance      Geod. Az  |
 DH2775|                                                           dddmmss.s |
 DH2775| DH2776 64 7                                381.539 METERS 10452     |
 DH2775|---------------------------------------------------------------------|
 DH2775
 DH2775                          SUPERSEDED SURVEY CONTROL
 DH2775
 DH2775  ELLIP H (12/04/92)   88.64   (m)                       GP(       ) 4 1
 DH2775  NAD 83(1986)-  33 48 47.96544(N)    087 17 27.13386(W) AD(       ) 1
 DH2775  NGVD 29 (12/04/92)  116.4    (m)          382.     (f) GPS OBS        
 DH2775
 DH2775.Superseded values are not recommended for survey control.
 DH2775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2775.See file dsdata.txt to determine how the superseded data were derived.
 DH2775
 DH2775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7308041496(NAD 83)
 DH2775_MARKER: DD = SURVEY DISK
 DH2775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2775_SP_SET: CONCRETE POST
 DH2775_STAMPING: 64 - 6 1989
 DH2775_MARK LOGO: ALHD  
 DH2775_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2775+STABILITY: SURFACE MOTION
 DH2775_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2775+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1990
 DH2775
 DH2775  HISTORY     - Date     Condition        Report By
 DH2775  HISTORY     - 1989     MONUMENTED       ALHD
 DH2775  HISTORY     - 19900201 GOOD
 DH2775
 DH2775                          STATION DESCRIPTION
 DH2775
 DH2775'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2775'THS STATION IS LOCATED IN WALKER COUNTY ON THE WEST RIGHT OF WAY OF
 DH2775'CALUMET ROAD NEAR THE SOUTH CITY LIMIT OF JASPER AT A HIGH VOLTAGE
 DH2775'POWER LINE CROSSING AND NEAR AN OLD WOOD RAILROAD OVERPASS.
 DH2775'TO REACH THE STATION FROM THE JUNCTION OF ALA 69 SOUTH AND ALA 269
 DH2775'SOUTH IN JASPER, DRIVE WEST ON ALA 69 0.60 MI (0.97 KM) TO OLD
 DH2775'TUSCALOOSA ROAD ON THE LEFT, TURN LEFT ON OLD TUSCALOOSA ROAD AND
 DH2775'DRIVE SOUTHWESTERLY 0.25 MI (0.40 KM) TO A Y INTERSECTION WITH OLD
 DH2775'TUSCALOOSA ROAD RIGHT AND CALUMET ROAD LEFT, BEAR LEFT ON CALUMET
 DH2775'ROAD AND DRIVE SOUTHERLY 0.75 MI (1.21 KM) TO A HIGH VOLTAGE POWER
 DH2775'LINE CROSSING AND THE STATION ON THE RIGHT.
 DH2775'THE STATION IS 20.0 FT (6.1 M) SOUTHWEST OF THE CENTER OF CALUMET
 DH2775'ROAD, 2.4 FT (0.7 M) NORTHEAST OF A FOUR STRAND BARBED WIRE FENCE,
 DH2775'8.0 FT (2.4 M) SOUTHEAST OF THE SOUTHEAST POST OF A GATE IN THE
 DH2775'FENCE, 95.0 FT (29.0 M) NORTHWEST OF THE NORTHWEST CORNER OF AN OLD
 DH2775'WOOD RAILROAD OVERPASS, AND SET FLUSH WITH THE GROUND.
 DH2775'STATION 64 - 7 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2775
 DH2775                          STATION RECOVERY (1990)
 DH2775
 DH2775'RECOVERED 1990
 DH2775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2776 ***********************************************************************
 DH2776  DESIGNATION -  64 7
 DH2776  PID         -  DH2776
 DH2776  STATE/COUNTY-  AL/WALKER
 DH2776  USGS QUAD   -  JASPER (1981)
 DH2776
 DH2776                         *CURRENT SURVEY CONTROL
 DH2776  ___________________________________________________________________
 DH2776* NAD 83(1992)-  33 48 44.78130(N)    087 17 12.80131(W)     ADJUSTED  
 DH2776* NAVD 88     -       117.8    (meters)     386.     (feet)  VERTCON   
 DH2776  ___________________________________________________________________
 DH2776  X           -     251,109.375 (meters)                     COMP
 DH2776  Y           -  -5,298,992.017 (meters)                     COMP
 DH2776  Z           -   3,529,230.010 (meters)                     COMP
 DH2776  LAPLACE CORR-          -2.11  (seconds)                    DEFLEC99
 DH2776  ELLIP HEIGHT-          89.96  (meters)          (07/29/02) GPS OBS
 DH2776  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DH2776
 DH2776  HORZ ORDER  -  FIRST
 DH2776  ELLP ORDER  -  FOURTH    CLASS I
 DH2776
 DH2776.The horizontal coordinates were established by GPS observations
 DH2776.and adjusted by the National Geodetic Survey in December 1992..
 DH2776
 DH2776.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2776.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2776
 DH2776.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2776
 DH2776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2776
 DH2776.The ellipsoidal height was determined by GPS observations
 DH2776.and is referenced to NAD 83.
 DH2776
 DH2776.The geoid height was determined by GEOID03.
 DH2776
 DH2776;                    North         East     Units Scale Factor Converg.
 DH2776;SPC AL W     -   422,735.912   619,730.059   MT  0.99993813   +0 07 06.9
 DH2776;UTM  16      - 3,741,396.922   473,448.270   MT  0.99960869   -0 09 34.7
 DH2776
 DH2776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2776!SPC AL W     -   0.99998588  x   0.99993813  =   0.99992401
 DH2776!UTM  16      -   0.99998588  x   0.99960869  =   0.99959457
 DH2776
 DH2776|---------------------------------------------------------------------|
 DH2776| PID    Reference Object                     Distance      Geod. Az  |
 DH2776|                                                           dddmmss.s |
 DH2776| DH2775 64 6                                381.539 METERS 28452     |
 DH2776|---------------------------------------------------------------------|
 DH2776
 DH2776                          SUPERSEDED SURVEY CONTROL
 DH2776
 DH2776  ELLIP H (12/04/92)   90.00   (m)                       GP(       ) 4 1
 DH2776  NAD 83(1986)-  33 48 44.78841(N)    087 17 12.79525(W) AD(       ) 1
 DH2776  NGVD 29 (12/04/92)  117.8    (m)          386.     (f) GPS OBS        
 DH2776
 DH2776.Superseded values are not recommended for survey control.
 DH2776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2776.See file dsdata.txt to determine how the superseded data were derived.
 DH2776
 DH2776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7344841397(NAD 83)
 DH2776_MARKER: DD = SURVEY DISK
 DH2776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2776_SP_SET: CONCRETE POST
 DH2776_STAMPING: 64 - 7 1989
 DH2776_MARK LOGO: ALHD  
 DH2776_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2776_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2776+STABILITY: SURFACE MOTION
 DH2776_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2776+SATELLITE: SATELLITE OBSERVATIONS - February 01, 1990
 DH2776
 DH2776  HISTORY     - Date     Condition        Report By
 DH2776  HISTORY     - 1989     MONUMENTED       ALHD
 DH2776  HISTORY     - 19900201 GOOD
 DH2776
 DH2776                          STATION DESCRIPTION
 DH2776
 DH2776'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2776'THE STATION IS LOCATED IN WALKER COUNTY ON A HIGH VOLTAGE POWER LINE
 DH2776'RIGHT OF WAY NEAR THE SOUTH CITY LIMIT OF JASPER, BETWEEN ALA 269 AND
 DH2776'CALUMET ROAD.
 DH2776'TO REACH THE STATION FROM THE JUNCTION OF ALA 69 SOUTH AND ALA 269
 DH2776'SOUTH IN JASPER, DRIVE SOUTH ON ALA 2691.10 MI (4330.79 KM) TO A
 DH2776'GRAVEL DRIVEWAY RIGHT, TURN RIGHT ON THE GRAVEL DRIVEWAY AND DRIVE
 DH2776'WEST 0.15 MI (0.24 KM) TO A CLEARING WITH A CONCRETE SLAB FOR A HOUSE
 DH2776'TRAILER AND A SATALLITE DISH, DRIVE ALONG THE WEST SIDE OF THE
 DH2776'CLEARING, BEHIND THE SATALLITE DISH, TO THE SOUTHWEST CORNER AND A
 DH2776'MUDDY CONNECTION TO A GRADED ROAD, TURN LEFT ON THE GRADED ROAD AND
 DH2776'DRIVE SOUTHWEST 0.15 MI (0.24 KM) TO A HIGH VOLTAGE POWER LINE
 DH2776'CROSSING AND THE STATION ON THE RIGHT IN THE SOUTH SIDE OF THE RIGHT
 DH2776'OF WAY CLEARING.
 DH2776'THE STATION IS 37.0 FT (11.3 M) WEST OF THE CENTER OF THE GRADED ROAD,
 DH2776'13.0 FT (4.0 M) SOUTH OF THE SOUTH LINE OF POLES, 103.0 FT (31.4 M)
 DH2776'EAST - SOUTHEAST OF THE SOUTH POLE OF POWER LINE BENT NO. 120, AND SET
 DH2776'FLUSH WITH THE GROUND.
 DH2776'STATION 64 - 6 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH2776
 DH2776                          STATION RECOVERY (1990)
 DH2776
 DH2776'RECOVERED 1990
 DH2776'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2777 ***********************************************************************
 DH2777  DESIGNATION -  64 8
 DH2777  PID         -  DH2777
 DH2777  STATE/COUNTY-  AL/WALKER
 DH2777  USGS QUAD   -  JASPER (1981)
 DH2777
 DH2777                         *CURRENT SURVEY CONTROL
 DH2777  ___________________________________________________________________
 DH2777* NAD 83(1992)-  33 51 10.46584(N)    087 18 28.46444(W)     ADJUSTED  
 DH2777* NAVD 88     -       127.3    (meters)     418.     (feet)  VERTCON   
 DH2777  ___________________________________________________________________
 DH2777  X           -     249,048.546 (meters)                     COMP
 DH2777  Y           -  -5,296,595.311 (meters)                     COMP
 DH2777  Z           -   3,532,964.013 (meters)                     COMP
 DH2777  LAPLACE CORR-          -1.88  (seconds)                    DEFLEC99
 DH2777  ELLIP HEIGHT-          99.57  (meters)          (07/29/02) GPS OBS
 DH2777  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DH2777
 DH2777  HORZ ORDER  -  FIRST
 DH2777  ELLP ORDER  -  FOURTH    CLASS I
 DH2777
 DH2777.The horizontal coordinates were established by GPS observations
 DH2777.and adjusted by the National Geodetic Survey in December 1992..
 DH2777
 DH2777.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2777.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2777
 DH2777.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2777
 DH2777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2777
 DH2777.The ellipsoidal height was determined by GPS observations
 DH2777.and is referenced to NAD 83.
 DH2777
 DH2777.The geoid height was determined by GEOID03.
 DH2777
 DH2777;                    North         East     Units Scale Factor Converg.
 DH2777;SPC AL W     -   427,220.470   617,775.848   MT  0.99993723   +0 06 25.2
 DH2777;UTM  16      - 3,745,889.447   471,516.506   MT  0.99961000   -0 10 17.5
 DH2777
 DH2777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2777!SPC AL W     -   0.99998437  x   0.99993723  =   0.99992160
 DH2777!UTM  16      -   0.99998437  x   0.99961000  =   0.99959438
 DH2777
 DH2777                          SUPERSEDED SURVEY CONTROL
 DH2777
 DH2777  ELLIP H (12/04/92)   99.60   (m)                       GP(       ) 4 1
 DH2777  NAD 83(1986)-  33 51 10.47279(N)    087 18 28.45821(W) AD(       ) 1
 DH2777  NGVD 29 (12/04/92)  127.2    (m)          417.     (f) GPS OBS        
 DH2777
 DH2777.Superseded values are not recommended for survey control.
 DH2777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2777.See file dsdata.txt to determine how the superseded data were derived.
 DH2777
 DH2777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7151745889(NAD 83)
 DH2777_MARKER: DD = SURVEY DISK
 DH2777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2777_SP_SET: CONCRETE POST
 DH2777_STAMPING: 64 - 8 1989
 DH2777_MARK LOGO: ALHD  
 DH2777_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2777+STABILITY: SURFACE MOTION
 DH2777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2777+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH2777
 DH2777  HISTORY     - Date     Condition        Report By
 DH2777  HISTORY     - 1989     MONUMENTED       ALHD
 DH2777
 DH2777                          STATION DESCRIPTION
 DH2777
 DH2777'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2777'THE STATION IS LOCATED IN WALKER COUNTY IN THE SOUTHWEST QUADRANT OF
 DH2777'THE JUNCTION OF U. S. 78, ALA 69 AND ALA 269 IN JASPER, APPROXIMATELY
 DH2777'300 FT (91.4 M) IN FRONT OF DAUGHDRILL T. V. STORE.
 DH2777'THE STATION IS 41.0 FT (12.5 M) SOUTH OF THE CENTERLINE OF THE EAST
 DH2777'BOUND LANES OF U. S. 78, 7.4 FT (2.3 M) SOUTH - SOUTHWEST OF THE
 DH2777'CONCRETE CURB, 36.0 FT (11.0 M) EAST OF THE SOUTH STEEL POST OF A
 DH2777'ROUTE MARKER SIGN, 71.0 FT (21.6 M) NORTHWEST OF TELEPHONE CABLE POLE
 DH2777'NO. 23 1/2, AND SET FLUSH WITH THE GROUND.
 DH2777'STATION 64 - 9 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2778 ***********************************************************************
 DH2778  DESIGNATION -  64 9
 DH2778  PID         -  DH2778
 DH2778  STATE/COUNTY-  AL/WALKER
 DH2778  USGS QUAD   -  JASPER (1981)
 DH2778
 DH2778                         *CURRENT SURVEY CONTROL
 DH2778  ___________________________________________________________________
 DH2778* NAD 83(1992)-  33 51 06.54806(N)    087 17 59.25241(W)     ADJUSTED  
 DH2778* NAVD 88     -       124.8    (meters)     409.     (feet)  VERTCON   
 DH2778  ___________________________________________________________________
 DH2778  X           -     249,801.738 (meters)                     COMP
 DH2778  Y           -  -5,296,625.073 (meters)                     COMP
 DH2778  Z           -   3,532,862.366 (meters)                     COMP
 DH2778  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 DH2778  ELLIP HEIGHT-          97.06  (meters)          (07/29/02) GPS OBS
 DH2778  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DH2778
 DH2778  HORZ ORDER  -  FIRST
 DH2778  ELLP ORDER  -  FOURTH    CLASS I
 DH2778
 DH2778.The horizontal coordinates were established by GPS observations
 DH2778.and adjusted by the National Geodetic Survey in December 1992..
 DH2778
 DH2778.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2778.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2778
 DH2778.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2778
 DH2778.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2778
 DH2778.The ellipsoidal height was determined by GPS observations
 DH2778.and is referenced to NAD 83.
 DH2778
 DH2778.The geoid height was determined by GEOID03.
 DH2778
 DH2778;                    North         East     Units Scale Factor Converg.
 DH2778;SPC AL W     -   427,101.199   618,526.976   MT  0.99993756   +0 06 41.5
 DH2778;UTM  16      - 3,745,766.567   472,266.799   MT  0.99960948   -0 10 01.2
 DH2778
 DH2778!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2778!SPC AL W     -   0.99998476  x   0.99993756  =   0.99992232
 DH2778!UTM  16      -   0.99998476  x   0.99960948  =   0.99959425
 DH2778
 DH2778                          SUPERSEDED SURVEY CONTROL
 DH2778
 DH2778  ELLIP H (12/04/92)   97.09   (m)                       GP(       ) 4 1
 DH2778  NAD 83(1986)-  33 51 06.55511(N)    087 17 59.24625(W) AD(       ) 1
 DH2778  NGVD 29 (12/04/92)  124.7    (m)          409.     (f) GPS OBS        
 DH2778
 DH2778.Superseded values are not recommended for survey control.
 DH2778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2778.See file dsdata.txt to determine how the superseded data were derived.
 DH2778
 DH2778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7226745767(NAD 83)
 DH2778_MARKER: DD = SURVEY DISK
 DH2778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2778_SP_SET: CONCRETE POST
 DH2778_STAMPING: 64 - 9 1989
 DH2778_MARK LOGO: ALHD  
 DH2778_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2778+STABILITY: SURFACE MOTION
 DH2778_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2778+SATELLITE: SATELLITE OBSERVATIONS - 1989
 DH2778
 DH2778  HISTORY     - Date     Condition        Report By
 DH2778  HISTORY     - 1989     MONUMENTED       ALHD
 DH2778
 DH2778                          STATION DESCRIPTION
 DH2778
 DH2778'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2778'THE STATION IS LOCATED IN WALKER COUNTY ON THE SOUTH RIGHT OF WAY OF
 DH2778'U. S. 78 IN JASPER, APPROXIMATELY 250 FT (76.2 M) EAST OF THE
 DH2778'ENTRANCE TO CONTECH CONSTRUCTION PRODUCTS, INC. (A CORREGATED METAL
 DH2778'PIPE DEALER).
 DH2778'TO REACH THE STATION FROM THE JUNCTION OF U. S. 78, ALA 69 AND ALA 269
 DH2778'IN JASPER, DRIVE EAST ON U. S. 78 0.25 MI (0.40 KM) TO A RAILROAD
 DH2778'UNDERPASS, CONTINUE EAST ON U. S. 78 0.20 MI (0.32 KM) TO MILE POST
 DH2778'58.25 AND THE STATION ON THE RIGHT BETWEEN A LARGE TELEPHONE POLE AND
 DH2778'A GUY WIRE ANCHOR.
 DH2778'THE STATION IS 76.0 FT (23.2 M) SOUTH OF THE CENTERLINE OF THE EAST
 DH2778'BOUND LANES OF U. S. 78, 12.5 FT (3.8 M) NORTH OF TELEPHONE CABLE
 DH2778'POLE NO. 16, 7.0 FT (2.1 M) SOUTH OF A GUY WIRE ANCHOR, 98.0 FT
 DH2778'(29.9 M) EAST OF THE NORTHEAST CORNER OF A CHAIN LINK FENCE AND A
 DH2778'CONCRETE PROPERTY CORNER, AND SET FLUSH WITH THE GROUND.
 DH2778'STATION 64 - 8 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0016 ***********************************************************************
 BV0016  DESIGNATION -  642+02
 BV0016  PID         -  BV0016
 BV0016  STATE/COUNTY-  AL/CHOCTAW
 BV0016  USGS QUAD   -  MILLRY NORTH (1974)
 BV0016
 BV0016                         *CURRENT SURVEY CONTROL
 BV0016  ___________________________________________________________________
 BV0016* NAD 83(1986)-  31 41 18.     (N)    088 18 17.     (W)     SCALED    
 BV0016* NAVD 88     -        50.149  (meters)     164.53   (feet)  ADJUSTED  
 BV0016  ___________________________________________________________________
 BV0016  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BV0016  DYNAMIC HT  -          50.089 (meters)     164.33  (feet)  COMP
 BV0016  MODELED GRAV-     979,440.9   (mgal)                       NAVD 88
 BV0016
 BV0016  VERT ORDER  -  SECOND    CLASS 0
 BV0016
 BV0016.The horizontal coordinates were scaled from a topographic map and have
 BV0016.an estimated accuracy of +/- 6 seconds.
 BV0016
 BV0016.The orthometric height was determined by differential leveling
 BV0016.and adjusted by the National Geodetic Survey in June 1991..
 BV0016
 BV0016.The geoid height was determined by GEOID03.
 BV0016
 BV0016.The dynamic height is computed by dividing the NAVD 88
 BV0016.geopotential number by the normal gravity value computed on the
 BV0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0016.degrees latitude (g = 980.6199 gals.).
 BV0016
 BV0016.The modeled gravity was interpolated from observed gravity values.
 BV0016
 BV0016;                    North         East    Units  Estimated Accuracy
 BV0016;SPC AL W     -   187,450.      523,710.      MT  (+/- 180 meters Scaled)
 BV0016
 BV0016                          SUPERSEDED SURVEY CONTROL
 BV0016
 BV0016.No superseded survey control is available for this station.
 BV0016
 BV0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA763066(NAD 83)
 BV0016_MARKER: B = BOLT
 BV0016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0016_STAMPING: U. S. B. M.
 BV0016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0016+STABILITY: SURFACE MOTION
 BV0016
 BV0016  HISTORY     - Date     Condition        Report By
 BV0016  HISTORY     - UNK      MONUMENTED       ALHD
 BV0016  HISTORY     - 1935     GOOD             NGS
 BV0016  HISTORY     - 1944     MARK NOT FOUND   ATNRR
 BV0016
 BV0016                          STATION DESCRIPTION
 BV0016
 BV0016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BV0016'1.8 MI S FROM CULLOMBURG.
 BV0016'IN WASHINGINTON COUNTY, 1.8 MILES SOUTH ALONG THE ALABAMA, TENNESSEE
 BV0016'AND NORTHERN RAILROAD FROM THE STATION AT CULLOMBURG, CHOCTAW COUNTY,
 BV0016'94 FEET EAST OF THE CENTER LINE OF THE TRACK, AND AT THE EDGE OF STATE
 BV0016'HIGHWAY 29.  A BOLT, STAMPED U. S. B. M. AND SET IN THE TOP OF A
 BV0016'CONCRETE POST.
 BV0016
 BV0016                          STATION RECOVERY (1944)
 BV0016
 BV0016'RECOVERY NOTE BY ALABAMA NORTHERN RR 1944
 BV0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1969 ***********************************************************************
 CN1969  DESIGNATION -  643
 CN1969  PID         -  CN1969
 CN1969  STATE/COUNTY-  AL/WILCOX
 CN1969  USGS QUAD   -  LEE LONG BRIDGE (1974)
 CN1969
 CN1969                         *CURRENT SURVEY CONTROL
 CN1969  ___________________________________________________________________
 CN1969* NAD 83(1992)-  32 01 12.13621(N)    087 28 01.69144(W)     ADJUSTED  
 CN1969* NAVD 88     -        29.707  (meters)      97.46   (feet)  ADJUSTED  
 CN1969  ___________________________________________________________________
 CN1969  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 CN1969  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CN1969  DYNAMIC HT  -          29.672 (meters)      97.35  (feet)  COMP
 CN1969  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 CN1969
 CN1969  HORZ ORDER  -  SECOND
 CN1969  VERT ORDER  -  SECOND    CLASS 0
 CN1969
 CN1969.The horizontal coordinates were established by classical geodetic methods
 CN1969.and adjusted by the National Geodetic Survey in December 1992..
 CN1969
 CN1969.The orthometric height was determined by differential leveling
 CN1969.and adjusted by the National Geodetic Survey in June 1991..
 CN1969
 CN1969.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN1969
 CN1969.The geoid height was determined by GEOID03.
 CN1969
 CN1969.The dynamic height is computed by dividing the NAVD 88
 CN1969.geopotential number by the normal gravity value computed on the
 CN1969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1969.degrees latitude (g = 980.6199 gals.).
 CN1969
 CN1969.The modeled gravity was interpolated from observed gravity values.
 CN1969
 CN1969;                    North         East     Units Scale Factor Converg.
 CN1969;SPC AL W     -   223,946.513   603,104.492   MT  0.99993345   +0 01 02.7
 CN1969;UTM  16      - 3,542,752.091   455,885.843   MT  0.99962400   -0 14 51.7
 CN1969
 CN1969!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN1969!SPC AL W     -   0.99999972  x   0.99993345  =   0.99993317
 CN1969!UTM  16      -   0.99999972  x   0.99962400  =   0.99962372
 CN1969
 CN1969                          SUPERSEDED SURVEY CONTROL
 CN1969
 CN1969  NAD 83(1986)-  32 01 12.14811(N)    087 28 01.68997(W) AD(       ) 2
 CN1969  NAD 27      -  32 01 11.61500(N)    087 28 01.69800(W) AD(       ) 2
 CN1969  NGVD 29 (??/??/92)   29.663  (m)           97.32   (f) ADJ UNCH    2 0
 CN1969
 CN1969.Superseded values are not recommended for survey control.
 CN1969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1969.See file dsdata.txt to determine how the superseded data were derived.
 CN1969
 CN1969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA5588642752(NAD 83)
 CN1969_MARKER: DD = SURVEY DISK
 CN1969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1969_STAMPING: 643 1930
 CN1969_MARK LOGO: USE   
 CN1969_PROJECTION: FLUSH
 CN1969_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN1969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1969+STABILITY: SURFACE MOTION
 CN1969
 CN1969  HISTORY     - Date     Condition        Report By
 CN1969  HISTORY     - 1930     MONUMENTED       USE
 CN1969  HISTORY     - 1950     GOOD             NGS
 CN1969  HISTORY     - 19980128 POOR             NGS
 CN1969
 CN1969                          STATION DESCRIPTION
 CN1969
 CN1969'DESCRIBED BY US ENGINEERS 1930 (FN)
 CN1969'STATION IS LOCATED ABOUT 10 MILES W OF CAMDEN ON THE W BANK OF THE
 CN1969'ALABAMA RIVER AND ON PROPERTY OWNED BY B.H. STALLWORTH.  IT IS
 CN1969'67 FEET S OF THE SE CORNER OF A HOUSE, 47 FEET E OF A N-S
 CN1969'FENCELINE, AND ABOUT 75 FEET W OF THE RIVER BANK.
 CN1969'
 CN1969'THE DISK IS A CORPS OF ENGINEERS, U.S. ARMY, BRONZE DISK,
 CN1969'STAMPED 643 1930.
 CN1969'
 CN1969'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CN1969'STALLWORTH, THE DISTANCE BEING 164.59 FEET.
 CN1969'
 CN1969'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CN1969'28 AND 96 ABOUT 12 MILES NW OF CAMDEN, GO SW ON HIGHWAY 96
 CN1969'FOR 8.7 MILES TO A T-ROAD LEFT, TURN LEFT AND GO 1 MILE TO THE
 CN1969'ALABAMA RIVER AND STATION.
 CN1969
 CN1969                          STATION RECOVERY (1950)
 CN1969
 CN1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CN1969'6.15 MI NE FROM KIMBROUGH.
 CN1969'ABOUT 5.35 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE
 CN1969'INTERSECTION OF THE SOUTHERN RAILWAY AT KIMBROUGH, THENCE ABOUT 0.8
 CN1969'MILES EAST ALONG A GRAVEL ROAD LEADING TO CLIFTON FERRY (ABANDONED) AT
 CN1969'THE FERRY LANDING, 165 FEET SOUTHWEST OF USC AND GS TRIANGULATION
 CN1969'STATION STALLWORTH, 67 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE,
 CN1969'29 FEET NORTHWEST OF THE RIVER BANK OF THE ALABAMA RIVER, 38 FEET EAST
 CN1969'OF A TWIN MULBERRY TREE, 12 FEET NORTH-NORTHEAST OF A WHITE WOODEN
 CN1969'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CN1969'NOTE-- MOST OF THE TOP PORTION OF CONCRETE HAS BEEN CHIPPED OFF BUT
 CN1969'DISK APPEARS UNDAMAGED.  MARK IS SLIGHTLY LOOSE IN GROUND AND SHOULD
 CN1969'BE USED WITH CAUTION.
 CN1969
 CN1969                          STATION RECOVERY (1998)
 CN1969
 CN1969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN1969'THE STATION WAS RECOVERED BUT THE PROPERTY OWNER REPORTS THAT THE
 CN1969'STATION HAS BEEN HIT BY FARN EQUIPMENT SEVERAL TIMES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0377 ***********************************************************************
 BU0377  DESIGNATION -  65
 BU0377  PID         -  BU0377
 BU0377  STATE/COUNTY-  AL/CONECUH
 BU0377  USGS QUAD   -  EVERGREEN (1982)
 BU0377
 BU0377                         *CURRENT SURVEY CONTROL
 BU0377  ___________________________________________________________________
 BU0377* NAD 83(1986)-  31 27 30.     (N)    086 57 58.     (W)     SCALED    
 BU0377* NAVD 88     -       105.086  (meters)     344.77   (feet)  ADJUSTED  
 BU0377  ___________________________________________________________________
 BU0377  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BU0377  DYNAMIC HT  -         104.956 (meters)     344.34  (feet)  COMP
 BU0377  MODELED GRAV-     979,402.8   (mgal)                       NAVD 88
 BU0377
 BU0377  VERT ORDER  -  SECOND    CLASS 0
 BU0377
 BU0377.The horizontal coordinates were scaled from a topographic map and have
 BU0377.an estimated accuracy of +/- 6 seconds.
 BU0377
 BU0377.The orthometric height was determined by differential leveling
 BU0377.and adjusted by the National Geodetic Survey in June 1991..
 BU0377
 BU0377.The geoid height was determined by GEOID03.
 BU0377
 BU0377.The dynamic height is computed by dividing the NAVD 88
 BU0377.geopotential number by the normal gravity value computed on the
 BU0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0377.degrees latitude (g = 980.6199 gals.).
 BU0377
 BU0377.The modeled gravity was interpolated from observed gravity values.
 BU0377
 BU0377;                    North         East    Units  Estimated Accuracy
 BU0377;SPC AL W     -   161,790.      650,740.      MT  (+/- 180 meters Scaled)
 BU0377
 BU0377                          SUPERSEDED SURVEY CONTROL
 BU0377
 BU0377  NGVD 29 (??/??/92)  105.089  (m)          344.78   (f) ADJ UNCH    2 0
 BU0377
 BU0377.Superseded values are not recommended for survey control.
 BU0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0377.See file dsdata.txt to determine how the superseded data were derived.
 BU0377
 BU0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV032803(NAD 83)
 BU0377_MARKER: DD = SURVEY DISK
 BU0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0377_STAMPING: 65
 BU0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0377+STABILITY: SURFACE MOTION
 BU0377
 BU0377  HISTORY     - Date     Condition        Report By
 BU0377  HISTORY     - UNK      MONUMENTED       ALGS
 BU0377  HISTORY     - 1951     GOOD             NGS
 BU0377  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU0377
 BU0377                          STATION DESCRIPTION
 BU0377
 BU0377'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0377'1.85 MI NW FROM EVERGREEN.
 BU0377'1.85 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 BU0377'EVERGREEN, ABOUT 0.75 MILE SOUTHEAST OF A CONCRETE BRIDGE OVER A
 BU0377'CREEK, AT THE JUNCTION OF A BLACK TOP ROAD LEADING EAST AND A FARM
 BU0377'ROAD LEADING SOUTHWEST, 34 1/2 FEET NORTHEAST OF THE CENTER LINE OF
 BU0377'THE HIGHWAY AT CENTER OF JUNCTION OF FARM ROAD SOUTHWEST, 41 FEET
 BU0377'NORTH OF THE CENTER OF THE JUNCTION OF BLACK TOP ROAD EAST, 21 FEET
 BU0377'NORTHWEST OF TELEPHONE CABLE POLE NO. 37, 103 FEET NORTHWEST AND
 BU0377'ACROSS BLACK TOP ROAD FROM TELEPHONE POLE NO. 36, ABOUT 1 FOOT ABOVE
 BU0377'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BU0377
 BU0377                          STATION RECOVERY (1976)
 BU0377
 BU0377'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU0377'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1851 ***********************************************************************
 BV1851  DESIGNATION -  65 1
 BV1851  PID         -  BV1851
 BV1851  STATE/COUNTY-  AL/WASHINGTON
 BV1851  USGS QUAD   -  BLADON SPRINGS (1971)
 BV1851
 BV1851                         *CURRENT SURVEY CONTROL
 BV1851  ___________________________________________________________________
 BV1851* NAD 83(1992)-  31 37 47.77369(N)    088 09 30.25086(W)     ADJUSTED  
 BV1851* NAVD 88     -        33.0    (meters)     108.     (feet)  VERTCON   
 BV1851  ___________________________________________________________________
 BV1851  X           -     174,683.651 (meters)                     COMP
 BV1851  Y           -  -5,432,887.406 (meters)                     COMP
 BV1851  Z           -   3,325,565.597 (meters)                     COMP
 BV1851  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 BV1851  ELLIP HEIGHT-           5.45  (meters)          (07/29/02) GPS OBS
 BV1851  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV1851
 BV1851  HORZ ORDER  -  FIRST
 BV1851  ELLP ORDER  -  FOURTH    CLASS I
 BV1851
 BV1851.The horizontal coordinates were established by GPS observations
 BV1851.and adjusted by the National Geodetic Survey in December 1992..
 BV1851
 BV1851.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1851.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1851
 BV1851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1851
 BV1851.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1851
 BV1851.The ellipsoidal height was determined by GPS observations
 BV1851.and is referenced to NAD 83.
 BV1851
 BV1851.The geoid height was determined by GEOID03.
 BV1851
 BV1851;                    North         East     Units Scale Factor Converg.
 BV1851;SPC AL W     -   180,881.303   537,540.390   MT  0.99998143   -0 20 43.1
 BV1851;UTM  16      - 3,500,000.668   390,142.068   MT  0.99974885   -0 36 27.2
 BV1851
 BV1851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1851!SPC AL W     -   0.99999914  x   0.99998143  =   0.99998057
 BV1851!UTM  16      -   0.99999914  x   0.99974885  =   0.99974799
 BV1851
 BV1851:                Primary Azimuth Mark                     Grid Az
 BV1851:SPC AL W     -  65 2                                     358 17 52.5
 BV1851:UTM  16      -  65 2                                     358 33 36.6
 BV1851
 BV1851|---------------------------------------------------------------------|
 BV1851| PID    Reference Object                     Distance      Geod. Az  |
 BV1851|                                                           dddmmss.s |
 BV1851| BV1852 65 2                                436.939 METERS 3575709.4 |
 BV1851|---------------------------------------------------------------------|
 BV1851
 BV1851                          SUPERSEDED SURVEY CONTROL
 BV1851
 BV1851  ELLIP H (12/04/92)    5.50   (m)                       GP(       ) 4 1
 BV1851  NAD 83(1986)-  31 37 47.79020(N)    088 09 30.25416(W) AD(       ) 1
 BV1851  NGVD 29 (12/04/92)   33.0    (m)          108.     (f) GPS OBS        
 BV1851
 BV1851.Superseded values are not recommended for survey control.
 BV1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1851.See file dsdata.txt to determine how the superseded data were derived.
 BV1851
 BV1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA9014200001(NAD 83)
 BV1851_MARKER: DD = SURVEY DISK
 BV1851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1851_SP_SET: CONCRETE POST
 BV1851_STAMPING: 65-1 1991
 BV1851_MARK LOGO: ALHD  
 BV1851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1851+STABILITY: SURFACE MOTION
 BV1851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1851+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BV1851
 BV1851  HISTORY     - Date     Condition        Report By
 BV1851  HISTORY     - 1991     MONUMENTED       ALHD
 BV1851
 BV1851                          STATION DESCRIPTION
 BV1851
 BV1851'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1851'THE STATION IS LOCATED IN WASHINGTON COUNTY ON PROPERTY OWNED BY THE
 BV1851'FRANKVILLE VOLUNTEER FIRE DEPARTMENT, ABOUT 9.10 MI (14.64 KM) EAST
 BV1851'OF MILLRY AND ABOUT 12.80 MI (20.60 KM) NORTH-NORTHEAST OF CHATOM.
 BV1851'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 56 (MILE POST
 BV1851'61.20 ON ALA 17 AND MILE POST 13.50 ON ALA 56) IN CHATOM, DRIVE NORTH
 BV1851'ON ALA 17 FOR 2.40 MI (3.86 KM) TO MILE POST 63.60 AND WASHINGTON
 BV1851'COUNTY ROAD NO. 31 ON THE RIGHT, TURN RIGHT ON WASHINGTON COUNTY ROAD
 BV1851'NO. 31 AND DRIVE NORTH FOR FOR 10.20 MI (16.41 KM) TO A PAVED CROSS
 BV1851'ROAD AT BIGBEE WITH WASHINGTON COUNTY ROAD NO. 34 LEFT AND RIGHT,
 BV1851'CONTINUE NORTH ON WASHINGTON COUNTY ROAD NO. 31 FOR 1.30 MI
 BV1851'(2.09 KM) TO THE FRANKVILLE VOL. FIRE DEPT. AND THE STATION ON THE
 BV1851'LEFT.
 BV1851'THE STATION IS 44.3 FT (13.5 M) SOUTH-SOUTHEAST OF THE SOUTHEAST
 BV1851'CORNER OF THE FRANKVILLE VOL. FIRE DEPT. BUILDING, 61.0 FT (18.6 M)
 BV1851'WEST-SOUTHWEST OF A WATER METER, 69.8 FT (21.3 M) WEST-NORTHWEST OF A
 BV1851'RED FIRE HYDRANT, 71.5 FT (21.8 M) SOUTHEAST OF A SERVICE POWER POLE
 BV1851'WITH A NIGHT LIGHT, 77.6 FT (23.7 M) WEST-NORTHWEST OF A RED WATER
 BV1851'VALVE, 83.5 FT (25.5 M) WEST OF TRANSFORMER POWER POLE NO. 211110,
 BV1851'114.5 FT (34.9 M) WEST-SOUTHWEST OF THE CENTER OF WASHINGTON COUNTY
 BV1851'ROAD NO. 31, 1.6 FT (0.5 M) NORTH-NORTHEAST OF A CARSONITE WITNESS
 BV1851'POST, AND SET FLUSH WITH THE GROUND.
 BV1851'STATION 65-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1860 ***********************************************************************
 BV1860  FBN         -  This is a Federal Base Network Control Station.
 BV1860  DESIGNATION -  65 10
 BV1860  PID         -  BV1860
 BV1860  STATE/COUNTY-  AL/WASHINGTON
 BV1860  USGS QUAD   -  FRUITDALE (1974)
 BV1860
 BV1860                         *CURRENT SURVEY CONTROL
 BV1860  ___________________________________________________________________
 BV1860* NAD 83(1992)-  31 20 00.35482(N)    088 23 59.25075(W)     ADJUSTED  
 BV1860* NAVD 88     -        65.29   (meters)     214.2    (feet)  N HEIGHT  
 BV1860  ___________________________________________________________________
 BV1860  X           -     152,273.458 (meters)                     COMP
 BV1860  Y           -  -5,450,764.651 (meters)                     COMP
 BV1860  Z           -   3,297,545.657 (meters)                     COMP
 BV1860  LAPLACE CORR-          -1.26  (seconds)                    DEFLEC99
 BV1860  ELLIP HEIGHT-          37.77  (meters)          (08/29/05) GPS OBS
 BV1860  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BV1860  DYNAMIC HT  -          65.21  (meters)     213.9   (feet)  COMP
 BV1860  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 BV1860
 BV1860  HORZ ORDER  -  B
 BV1860  VERT ORDER  -  THIRD
 BV1860  ELLP ORDER  -  FOURTH    CLASS I
 BV1860
 BV1860.The horizontal coordinates were established by GPS observations
 BV1860.and adjusted by the National Geodetic Survey in September 1992..
 BV1860
 BV1860.The orthometric height was determined by differential leveling
 BV1860.and adjusted by the National Geodetic Survey in February 1996..
 BV1860.WARNING-GPS observations at this control monument resulted in a GPS
 BV1860.derived orthometric height which differed from the leveled height by
 BV1860.more than one decimeter (0.1 meter).
 BV1860
 BV1860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1860
 BV1860.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1860
 BV1860.The ellipsoidal height was determined by GPS observations
 BV1860.and is referenced to NAD 83.
 BV1860
 BV1860.The geoid height was determined by GEOID03.
 BV1860
 BV1860.The dynamic height is computed by dividing the NAVD 88
 BV1860.geopotential number by the normal gravity value computed on the
 BV1860.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1860.degrees latitude (g = 980.6199 gals.).
 BV1860
 BV1860.The modeled gravity was interpolated from observed gravity values.
 BV1860
 BV1860;                    North         East     Units Scale Factor Converg.
 BV1860;SPC AL W     -   148,169.109   514,370.580   MT  1.00002374   -0 28 04.6
 BV1860;SPC MS E     -   203,324.431   341,258.408   MT  0.99997099   +0 13 31.6
 BV1860;SPC MS E     -   667,073.57  1,119,611.96   sFT  0.99997099   +0 13 31.6
 BV1860;UTM  16      - 3,467,401.565   366,828.486   MT  0.99981874   -0 43 40.9
 BV1860
 BV1860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1860!SPC AL W     -   0.99999407  x   1.00002374  =   1.00001781
 BV1860!SPC MS E     -   0.99999407  x   0.99997099  =   0.99996506
 BV1860!UTM  16      -   0.99999407  x   0.99981874  =   0.99981281
 BV1860
 BV1860:                Primary Azimuth Mark                     Grid Az
 BV1860:SPC AL W     -  65 9                                     121 24 35.9
 BV1860:SPC MS E     -  65 9                                     120 42 59.7
 BV1860:UTM  16      -  65 9                                     121 40 12.2
 BV1860
 BV1860|---------------------------------------------------------------------|
 BV1860| PID    Reference Object                     Distance      Geod. Az  |
 BV1860|                                                           dddmmss.s |
 BV1860| BV1859 65 9                                APPROX. 0.5 KM 1205631.3 |
 BV1860|---------------------------------------------------------------------|
 BV1860
 BV1860                          SUPERSEDED SURVEY CONTROL
 BV1860
 BV1860  ELLIP H (02/15/02)   37.83   (m)                       GP(       ) 4 1
 BV1860  ELLIP H (09/01/92)   37.81   (m)                       GP(       ) 1 2
 BV1860  NAD 83(1986)-  31 20 00.36913(N)    088 23 59.25235(W) AD(       ) 1
 BV1860  NAVD 88 (08/31/99)   65.29   (m)          214.2    (f) LEVELING    3  
 BV1860  NGVD 29 (??/??/??)   65.25   (m)          214.1    (f) N HEIGHT    3  
 BV1860
 BV1860.Superseded values are not recommended for survey control.
 BV1860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1860.See file dsdata.txt to determine how the superseded data were derived.
 BV1860
 BV1860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6682867402(NAD 83)
 BV1860_MARKER: DD = SURVEY DISK
 BV1860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1860_SP_SET: CONCRETE POST
 BV1860_STAMPING: 65-10 1991
 BV1860_MARK LOGO: ALHD  
 BV1860_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1860+STABILITY: SURFACE MOTION
 BV1860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1860+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 BV1860
 BV1860  HISTORY     - Date     Condition        Report By
 BV1860  HISTORY     - 1991     MONUMENTED       ALHD
 BV1860  HISTORY     - 19920116 GOOD             NGS
 BV1860  HISTORY     - 19930201 GOOD             NOS
 BV1860  HISTORY     - 19930503 GOOD
 BV1860  HISTORY     - 19940310 GOOD             ALHD
 BV1860  HISTORY     - 19950328 GOOD             ALHD
 BV1860  HISTORY     - 19980126 GOOD             NGS
 BV1860  HISTORY     - 20000701 GOOD             MSHD
 BV1860  HISTORY     - 20040622 GOOD             ALDOT
 BV1860
 BV1860                          STATION DESCRIPTION
 BV1860
 BV1860'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1860'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE NORTH RIGHT OF WAY
 BV1860'OF U.S. 45, ABOUT 0.90 MI (1.45 KM) SOUTHEAST OF FRUITDALE AND ABOUT
 BV1860'12.50 MI (20.12 KM) SOUTHWEST OF CHATOM.
 BV1860'TO REACH THE STATION FROM THE JUNCTION OF U.S. 45 AND ALA 17 (MILE
 BV1860'POST 0 ON U.S. 45 AND MILE POST 44.15 ON ALA 17) ABOUT 17.0 MI
 BV1860'(27.4 KM) SOUTH OF CHATOM, DRIVE NORTHWEST ON U.S. 45 FOR 8.50 MI
 BV1860'(13.68 KM) TO MILE POST 8.50 AND THE STATION ON THE RIGHT.
 BV1860'THE STATION IS 24.0 FT (7.3 M) SOUTH OF A BARRIER LINE MARKER SIGN,
 BV1860'49.5 FT (15.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF U.S. 45, 125.6
 BV1860'FT (38.3 M) EAST-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 8 C 9, 1.4
 BV1860'FT (0.4 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BV1860'WITH THE GROUND.
 BV1860'STATION 65-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BV1860
 BV1860                          STATION RECOVERY (1992)
 BV1860
 BV1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BV1860'THE STATION IS LOCATED 1.45 KM (0.90 MI) SOUTHEAST OF FRUITDALE AND
 BV1860'20.12 KM (12.50 MI) SOUTHWEST OF CHATOM ON THE NORTH RIGHT-OF-WAY OF
 BV1860'U.S. HIGHWAY 45.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS.
 BV1860'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 BV1860'HIGHWAY 17, GO NORTHWEST ON U.S. 45 FOR 13.68 KM (8.50 MI) TO MILE
 BV1860'POST 8.5 AND THE STATION ON THE RIGHT.
 BV1860'THE STATION IS SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE
 BV1860'GROUND, AND IS LOCATED 38.3 M (125.7 FT) EAST-SOUTHEAST OF TELEPHONE
 BV1860'CABLE PEDASTAL NO. 8 C 9, 15.1 M (49.5 FT) NORTH-NORTHEAST OF THE
 BV1860'HIGHWAY CENTERLINE, 7.3 M (24.0 FT) SOUTH OF A BARRIER LINE MARKER
 BV1860'SIGN AND 0.43 M (1.41 FT) SOUTH-SOUTHWEST OF A FIBERGLASS WITNESS
 BV1860'POST.
 BV1860'NOTE--STATION 65-9 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BV1860
 BV1860                          STATION RECOVERY (1993)
 BV1860
 BV1860'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1993 (DMM)
 BV1860'RECOVERED AS DESCRIBED.
 BV1860
 BV1860                          STATION RECOVERY (1993)
 BV1860
 BV1860'RECOVERED 1993
 BV1860'RECOVERED IN GOOD CONDITION.
 BV1860
 BV1860                          STATION RECOVERY (1994)
 BV1860
 BV1860'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 BV1860'THE STATION IS LOCATED 1.45 KM (0.90 MI) SOUTHEAST OF FRUITDALE AND
 BV1860'20.12 KM (12.50 MI) SOUTHWEST OF CHATOM ON THE NORTH RIGHT-OF-WAY OF
 BV1860'U.S. HIGHWAY 45.  OWNERSHIP--ALABAMA DEPARTMENT OF HIGHWAYS. TO REACH
 BV1860'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE HIGHWAY 17,
 BV1860'GO NORTHWEST ON U.S. 45 FOR 13.68 KM (8.50 MI) TO MILE POST 8.5 AND
 BV1860'THE STATION ON THE RIGHT. THE STATION IS SET IN THE TOP OF A CONCRETE
 BV1860'MONUMENT FLUSH WITH THE GROUND, AND IS LOCATED 38.3 M (125.7 FT)
 BV1860'EAST-SOUTHEAST OF TELEPHONE CABLE PEDASTAL NO. 8 C 9, 15.1 M (49.5 FT)
 BV1860'NORTH-NORTHEAST OF THE HIGHWAY CENTERLINE, 7.3 M (24.0 FT) SOUTH OF A
 BV1860'BARRIER LINE MARKER SIGN AND 0.43 M (1.41 FT) SOUTH-SOUTHWEST OF A
 BV1860'FIBERGLASS WITNESS POST. NOTE--STATION 65-9 MAY BE USED AS AN AZIMUTH
 BV1860'FOR THIS STATION.
 BV1860
 BV1860                          STATION RECOVERY (1995)
 BV1860
 BV1860'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 BV1860'RECOVERED AS DESCRIBED.
 BV1860
 BV1860                          STATION RECOVERY (1998)
 BV1860
 BV1860'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BV1860'THE STATION IS LOCATED ABOUT 20.12 KM (12.50 MI) SOUTHWEST OF CHATOM,
 BV1860'1.45 KM (0.90 MI) SOUTHEAST OF FRUITDALE, ALONG THE NORTH-NORTHEAST
 BV1860'RIGHT-OF-WAY OF U.S. HIGHWAY 45.  OWNERSHIP--ALABAMA DEPARTMENT OF
 BV1860'TRANSPORTATION, 1409 COLISEUM BOULEVARD, MONTGOMERY AL 36130-3050.
 BV1860'CONTACT MR. DON SPILLARS, PHONE 334-242-6614 OR FAX 334-269-0826. TO
 BV1860'REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 45 AND STATE
 BV1860'HIGHWAY 17 NORTH, ABOUT 3.5 KM (2.15 MI) SOUTH OF VINEGAR BEND, GO
 BV1860'NORTHWESTERLY FOR 13.5 KM (8.40 MI) ON HIGHWAY 45 TO MILEPOST 8.5 AND
 BV1860'THE STATION ON THE RIGHT.  STATION IS 38.2 M (125.3 FT) EAST-SOUTHEAST
 BV1860'OF TELEPHONE CABLE PEDESTAL NUMBER 8 C 9, 15.1 M (49.5 FT)
 BV1860'NORTH-NORTHEAST OF THE CENTER OF HIGHWAY 45, 7.3 M (24.0 FT) SOUTH OF
 BV1860'A METAL RIGHT-OF-WAY MARKER, 0.4 M (1.3 FT) SOUTH-SOUTHWEST OF A
 BV1860'WITNESS POST, ABOUT 0.5 M (1.6 FT) BELOW THE HIGHWAY LEVEL AND FLUSH
 BV1860'WITH GROUND.  NOTE--STATION 65-9 1991 MAY BE USED AS AN AZIMUTH FOR
 BV1860'THIS STATION.
 BV1860
 BV1860                          STATION RECOVERY (2000)
 BV1860
 BV1860'RECOVERY NOTE BY MISSISSIPPI STATE HIGHWAY DEPARTMENT 2000
 BV1860'RECOVERED AS DESCRIBED.
 BV1860
 BV1860                          STATION RECOVERY (2004)
 BV1860
 BV1860'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (SCN)
 BV1860'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2283 ***********************************************************************
 AA2283  DESIGNATION -  65 11
 AA2283  PID         -  AA2283
 AA2283  STATE/COUNTY-  AL/WASHINGTON
 AA2283  USGS QUAD   -  DEER PARK (1982)
 AA2283
 AA2283                         *CURRENT SURVEY CONTROL
 AA2283  ___________________________________________________________________
 AA2283* NAD 83(1992)-  31 09 25.21347(N)    088 15 54.71857(W)     ADJUSTED  
 AA2283* NAVD 88     -        78.3    (meters)     257.     (feet)  VERTCON   
 AA2283  ___________________________________________________________________
 AA2283  X           -     165,384.791 (meters)                     COMP
 AA2283  Y           -  -5,460,544.451 (meters)                     COMP
 AA2283  Z           -   3,280,828.043 (meters)                     COMP
 AA2283  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 AA2283  ELLIP HEIGHT-          50.26  (meters)          (07/29/02) GPS OBS
 AA2283  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 AA2283
 AA2283  HORZ ORDER  -  FIRST
 AA2283  ELLP ORDER  -  FOURTH    CLASS I
 AA2283
 AA2283.The horizontal coordinates were established by GPS observations
 AA2283.and adjusted by the National Geodetic Survey in December 1994..
 AA2283
 AA2283.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2283.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2283
 AA2283.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2283
 AA2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2283
 AA2283.The ellipsoidal height was determined by GPS observations
 AA2283.and is referenced to NAD 83.
 AA2283
 AA2283.The geoid height was determined by GEOID03.
 AA2283
 AA2283;                    North         East     Units Scale Factor Converg.
 AA2283;SPC AL W     -   128,511.572   527,044.032   MT  0.99999896   -0 23 45.3
 AA2283;UTM  16      - 3,447,691.033   379,410.133   MT  0.99977937   -0 39 16.8
 AA2283
 AA2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2283!SPC AL W     -   0.99999211  x   0.99999896  =   0.99999107
 AA2283!UTM  16      -   0.99999211  x   0.99977937  =   0.99977148
 AA2283
 AA2283                          SUPERSEDED SURVEY CONTROL
 AA2283
 AA2283  ELLIP H (12/16/94)   50.30   (m)                       GP(       ) 3 2
 AA2283  NGVD 29 (12/16/94)   78.2    (m)          257.     (f) GPS OBS        
 AA2283
 AA2283.Superseded values are not recommended for survey control.
 AA2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2283.See file dsdata.txt to determine how the superseded data were derived.
 AA2283
 AA2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7941047691(NAD 83)
 AA2283_MARKER: DD = SURVEY DISK
 AA2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2283_SP_SET: CONCRETE POST
 AA2283_STAMPING: 65-11 1993
 AA2283_MARK LOGO: ALHD  
 AA2283_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2283+STABILITY: SURFACE MOTION
 AA2283_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2283+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2283
 AA2283  HISTORY     - Date     Condition        Report By
 AA2283  HISTORY     - 1993     MONUMENTED       ALHD
 AA2283
 AA2283                          STATION DESCRIPTION
 AA2283
 AA2283'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2283'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY
 AA2283'OF U.S. 45, ABOUT 15.80 MI (25.43 KM) WEST-SOUTHWEST OF MCINTOSH AND
 AA2283'21.30 MI (34.28 KM) SOUTH OF CHATOM. TO REACH THE STATION FROM EXIT 8
 AA2283'ON I-65 (MILE POST 5.25 ON U.S. 45)IN PRICHARD, DRIVE NORTHWEST ON
 AA2283'U.S. 45 FOR 31.10 MI (50.05 KM) TO MILE POST 36.35 AND THE
 AA2283'MOBILE-WASHINGTON COUNTY LINE, CONTINUE NORTHWEST ON U.S. 45 FOR 1.00
 AA2283'MI (1.61 KM) TO MILE POST 37.60 AND THE STATION ON THE RIGHT. THE
 AA2283'STATION IS 72.2 FT (22.0 M) EAST OF THE CENTERLINE OF U.S. 45, 77.6 FT
 AA2283'(23.7 M) NORTH-NORTHEAST OF A POWER POLE WITH ONE GUY WIRE, 111.0 FT
 AA2283'(33.8 M) EAST OF A TELEPHONE CABLE PEDESTAL ACROSS U.S. 45, 1.9 FT
 AA2283'(0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2283'GROUND. STATION 65-12 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2284 ***********************************************************************
 AA2284  DESIGNATION -  65 12
 AA2284  PID         -  AA2284
 AA2284  STATE/COUNTY-  AL/WASHINGTON
 AA2284  USGS QUAD   -  DEER PARK (1982)
 AA2284
 AA2284                         *CURRENT SURVEY CONTROL
 AA2284  ___________________________________________________________________
 AA2284* NAD 83(1992)-  31 09 52.15023(N)    088 16 01.54432(W)     ADJUSTED  
 AA2284* NAVD 88     -        64.4    (meters)     211.     (feet)  VERTCON   
 AA2284  ___________________________________________________________________
 AA2284  X           -     165,190.751 (meters)                     COMP
 AA2284  Y           -  -5,460,109.037 (meters)                     COMP
 AA2284  Z           -   3,281,530.801 (meters)                     COMP
 AA2284  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 AA2284  ELLIP HEIGHT-          36.45  (meters)          (07/29/02) GPS OBS
 AA2284  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AA2284
 AA2284  HORZ ORDER  -  FIRST
 AA2284  ELLP ORDER  -  FOURTH    CLASS I
 AA2284
 AA2284.The horizontal coordinates were established by GPS observations
 AA2284.and adjusted by the National Geodetic Survey in December 1994..
 AA2284
 AA2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2284
 AA2284.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2284
 AA2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2284
 AA2284.The ellipsoidal height was determined by GPS observations
 AA2284.and is referenced to NAD 83.
 AA2284
 AA2284.The geoid height was determined by GEOID03.
 AA2284
 AA2284;                    North         East     Units Scale Factor Converg.
 AA2284;SPC AL W     -   129,342.397   526,869.001   MT  0.99999928   -0 23 49.2
 AA2284;UTM  16      - 3,448,522.457   379,238.894   MT  0.99977988   -0 39 20.9
 AA2284
 AA2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2284!SPC AL W     -   0.99999428  x   0.99999928  =   0.99999356
 AA2284!UTM  16      -   0.99999428  x   0.99977988  =   0.99977416
 AA2284
 AA2284                          SUPERSEDED SURVEY CONTROL
 AA2284
 AA2284  ELLIP H (12/16/94)   36.48   (m)                       GP(       ) 3 2
 AA2284  NGVD 29 (12/16/94)   64.4    (m)          211.     (f) GPS OBS        
 AA2284
 AA2284.Superseded values are not recommended for survey control.
 AA2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2284.See file dsdata.txt to determine how the superseded data were derived.
 AA2284
 AA2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7923948522(NAD 83)
 AA2284_MARKER: DD = SURVEY DISK
 AA2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2284_SP_SET: CONCRETE POST
 AA2284_STAMPING: 65-12 1993
 AA2284_MARK LOGO: ALHD  
 AA2284_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2284+STABILITY: SURFACE MOTION
 AA2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2284+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2284
 AA2284  HISTORY     - Date     Condition        Report By
 AA2284  HISTORY     - 1993     MONUMENTED       ALHD
 AA2284
 AA2284                          STATION DESCRIPTION
 AA2284
 AA2284'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2284'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY
 AA2284'OF U.S. 45, ABOUT 15.60 MI (25.11 KM) WEST-SOUTHWEST OF MCINTOSH AND
 AA2284'20.80 MI (33.47 KM) SOUTH OF CHATOM. TO REACH THE STATION FROM EXIT 8
 AA2284'ON I-65 (MILE POST 5.25 ON U.S. 45)IN PRICHARD, DRIVE NORTHWEST ON
 AA2284'U.S. 45 FOR 31.10 MI (50.05 KM) TO MILE POST 36.35 AND THE
 AA2284'MOBILE-WASHINGTON COUNTY LINE, CONTINUE NORTHWEST ON U.S. 45 FOR 1.55
 AA2284'MI (2.49 KM) TO MILE POST 38.15 AND THE STATION ON THE RIGHT. THE
 AA2284'STATION IS 48.3 FT (14.7 M) EAST-NORTHEAST OF THE CENTERLINE OF U.S.
 AA2284'45, 70.0 FT (21.3 M) SOUTH-SOUTHEAST OF A POWER POLE, 101.4 FT (30.9
 AA2284'M) SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 7 B 23 A, 102.9 FT
 AA2284'(31.4 M) SOUTH-SOUTHEAST OF BURIED CABLE WARNING SIGN NO. 14, 1.9 FT
 AA2284'(0.6 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2284'GROUND. STATION 65-11 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2285 ***********************************************************************
 AA2285  DESIGNATION -  65 13
 AA2285  PID         -  AA2285
 AA2285  STATE/COUNTY-  AL/WASHINGTON
 AA2285  USGS QUAD   -  VINEGAR BEND (1974)
 AA2285
 AA2285                         *CURRENT SURVEY CONTROL
 AA2285  ___________________________________________________________________
 AA2285* NAD 83(1992)-  31 16 54.39316(N)    088 17 08.72044(W)     ADJUSTED  
 AA2285* NAVD 88     -        60.4    (meters)     198.     (feet)  VERTCON   
 AA2285  ___________________________________________________________________
 AA2285  X           -     163,210.744 (meters)                     COMP
 AA2285  Y           -  -5,453,421.204 (meters)                     COMP
 AA2285  Z           -   3,292,649.576 (meters)                     COMP
 AA2285  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 AA2285  ELLIP HEIGHT-          32.64  (meters)          (07/29/02) GPS OBS
 AA2285  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AA2285
 AA2285  HORZ ORDER  -  FIRST
 AA2285  ELLP ORDER  -  FOURTH    CLASS I
 AA2285
 AA2285.The horizontal coordinates were established by GPS observations
 AA2285.and adjusted by the National Geodetic Survey in December 1994..
 AA2285
 AA2285.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2285.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2285
 AA2285.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2285
 AA2285.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2285
 AA2285.The ellipsoidal height was determined by GPS observations
 AA2285.and is referenced to NAD 83.
 AA2285
 AA2285.The geoid height was determined by GEOID03.
 AA2285
 AA2285;                    North         East     Units Scale Factor Converg.
 AA2285;SPC AL W     -   142,358.873   525,182.448   MT  1.00000235   -0 24 28.9
 AA2285;UTM  16      - 3,461,543.586   377,611.610   MT  0.99978476   -0 40 03.7
 AA2285
 AA2285!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2285!SPC AL W     -   0.99999487  x   1.00000235  =   0.99999722
 AA2285!UTM  16      -   0.99999487  x   0.99978476  =   0.99977964
 AA2285
 AA2285                          SUPERSEDED SURVEY CONTROL
 AA2285
 AA2285  ELLIP H (12/16/94)   32.68   (m)                       GP(       ) 3 2
 AA2285  NGVD 29 (12/16/94)   60.3    (m)          198.     (f) GPS OBS        
 AA2285
 AA2285.Superseded values are not recommended for survey control.
 AA2285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2285.See file dsdata.txt to determine how the superseded data were derived.
 AA2285
 AA2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7761261544(NAD 83)
 AA2285_MARKER: DD = SURVEY DISK
 AA2285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2285_SP_SET: CONCRETE POST
 AA2285_STAMPING: 65-13 1993
 AA2285_MARK LOGO: ALHD  
 AA2285_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2285+STABILITY: SURFACE MOTION
 AA2285_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2285+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2285
 AA2285  HISTORY     - Date     Condition        Report By
 AA2285  HISTORY     - 1993     MONUMENTED       ALHD
 AA2285
 AA2285                          STATION DESCRIPTION
 AA2285
 AA2285'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2285'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY
 AA2285'OF ALA 17, ABOUT 15.05 MI (24.22 KM) WEST-SOUTHWEST OF MCINTOSH AND
 AA2285'12.70 MI (20.44 KM) SOUTH OF CHATOM. TO REACH THE STATION FROM EXIT 8
 AA2285'ON I-65 (MILE POST 5.25 ON U.S. 45)IN PRICHARD, DRIVE NORTHWEST ON
 AA2285'U.S. 45 FOR 31.10 MI (50.05 KM) TO MILE POST 36.35 AND THE
 AA2285'MOBILE-WASHINGTON COUNTY LINE, CONTINUE NORTHWEST ON U.S. 45 FOR 7.60
 AA2285'MI (12.23 KM) TO MILE POST 44.20 AND A Y-INTERSECTION WITH U.S. 45 ON
 AA2285'THE LEFT AND ALA 17 ON THE RIGHT, BEAR RIGHT ON ALA 17 AND DRIVE
 AA2285'NORTHEAST FOR 3.40 MI (5.47 KM) TO MILE POST 47.60 AND THE STATION ON
 AA2285'THE LEFT. THE STATION IS 31.0 FT (9.4 M) SOUTH-SOUTHWEST OF THE CENTER
 AA2285'OF A WOODS ROAD, 39.0 FT (11.9 M) WEST-NORTHWEST OF THE CENTERLINE OF
 AA2285'ALA 17, 1.6 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2285'FLUSH WITH THE GROUND. STATION 65-14 1993 MAY BE USED AS AN AZIMUTH
 AA2285'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2286 ***********************************************************************
 AA2286  DESIGNATION -  65 14
 AA2286  PID         -  AA2286
 AA2286  STATE/COUNTY-  AL/WASHINGTON
 AA2286  USGS QUAD   -  VINEGAR BEND (1974)
 AA2286
 AA2286                         *CURRENT SURVEY CONTROL
 AA2286  ___________________________________________________________________
 AA2286* NAD 83(1992)-  31 17 30.74169(N)    088 16 43.00563(W)     ADJUSTED  
 AA2286* NAVD 88     -        67.8    (meters)     222.     (feet)  VERTCON   
 AA2286  ___________________________________________________________________
 AA2286  X           -     163,873.342 (meters)                     COMP
 AA2286  Y           -  -5,452,826.058 (meters)                     COMP
 AA2286  Z           -   3,293,610.127 (meters)                     COMP
 AA2286  LAPLACE CORR-          -1.36  (seconds)                    DEFLEC99
 AA2286  ELLIP HEIGHT-          40.08  (meters)          (07/29/02) GPS OBS
 AA2286  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AA2286
 AA2286  HORZ ORDER  -  FIRST
 AA2286  ELLP ORDER  -  FOURTH    CLASS I
 AA2286
 AA2286.The horizontal coordinates were established by GPS observations
 AA2286.and adjusted by the National Geodetic Survey in December 1994..
 AA2286
 AA2286.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2286.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2286
 AA2286.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2286
 AA2286.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2286
 AA2286.The ellipsoidal height was determined by GPS observations
 AA2286.and is referenced to NAD 83.
 AA2286
 AA2286.The geoid height was determined by GEOID03.
 AA2286
 AA2286;                    North         East     Units Scale Factor Converg.
 AA2286;SPC AL W     -   143,473.503   525,870.506   MT  1.00000109   -0 24 15.9
 AA2286;UTM  16      - 3,462,654.843   378,304.562   MT  0.99978267   -0 39 51.1
 AA2286
 AA2286!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2286!SPC AL W     -   0.99999371  x   1.00000109  =   0.99999480
 AA2286!UTM  16      -   0.99999371  x   0.99978267  =   0.99977638
 AA2286
 AA2286                          SUPERSEDED SURVEY CONTROL
 AA2286
 AA2286  ELLIP H (12/16/94)   40.12   (m)                       GP(       ) 3 2
 AA2286  NGVD 29 (12/16/94)   67.8    (m)          222.     (f) GPS OBS        
 AA2286
 AA2286.Superseded values are not recommended for survey control.
 AA2286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2286.See file dsdata.txt to determine how the superseded data were derived.
 AA2286
 AA2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7830562655(NAD 83)
 AA2286_MARKER: DD = SURVEY DISK
 AA2286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2286_SP_SET: CONCRETE POST
 AA2286_STAMPING: 65-14 1993
 AA2286_MARK LOGO: ALHD  
 AA2286_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2286+STABILITY: SURFACE MOTION
 AA2286_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2286+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2286
 AA2286  HISTORY     - Date     Condition        Report By
 AA2286  HISTORY     - 1993     MONUMENTED       ALHD
 AA2286
 AA2286                          STATION DESCRIPTION
 AA2286
 AA2286'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2286'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY
 AA2286'OF ALA 17, ABOUT 14.65 MI (23.58 KM) WEST-SOUTHWEST OF MCINTOSH AND
 AA2286'11.90 MI (19.15 KM) SOUTH OF CHATOM. TO REACH THE STATION FROM EXIT 8
 AA2286'ON I-65 (MILE POST 5.25 ON U.S. 45)IN PRICHARD, DRIVE NORTHWEST ON
 AA2286'U.S. 45 FOR 31.10 MI (50.05 KM) TO MILE POST 36.35 AND THE
 AA2286'MOBILE-WASHINGTON COUNTY LINE, CONTINUE NORTHWEST ON U.S. 45 FOR 7.60
 AA2286'MI (12.23 KM) TO MILE POST 44.20 AND A Y-INTERSECTION WITH U.S. 45 ON
 AA2286'THE LEFT AND ALA 17 ON THE RIGHT, BEAR RIGHT ON ALA 17 AND DRIVE
 AA2286'NORTHEAST FOR 4.20 MI (6.76 KM) TO MILE POST 48.40 AND THE STATION ON
 AA2286'THE RIGHT. THE STATION IS LOCATED IN THE SOUTH SIDE OF A CLEAR CUT
 AA2286'AREA, 44.5 FT (13.6 M) EAST-SOUTHEAST OF THE CENTERLINE OF ALA 17,
 AA2286'60.0 FT (18.3 M) NORTH-NORTHEAST OF THE CENTER OF A WOODS ROAD, 1.8 FT
 AA2286'(0.5 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2286'GROUND. STATION 65-13 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2287 ***********************************************************************
 AA2287  DESIGNATION -  65 15
 AA2287  PID         -  AA2287
 AA2287  STATE/COUNTY-  AL/WASHINGTON
 AA2287  USGS QUAD   -  ROUNSAVILLE (1982)
 AA2287
 AA2287                         *CURRENT SURVEY CONTROL
 AA2287  ___________________________________________________________________
 AA2287* NAD 83(1992)-  31 14 06.28706(N)    088 24 03.71556(W)     ADJUSTED  
 AA2287* NAVD 88     -        85.9    (meters)     282.     (feet)  VERTCON   
 AA2287  ___________________________________________________________________
 AA2287  X           -     152,313.967 (meters)                     COMP
 AA2287  Y           -  -5,456,445.866 (meters)                     COMP
 AA2287  Z           -   3,288,236.980 (meters)                     COMP
 AA2287  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 AA2287  ELLIP HEIGHT-          58.17  (meters)          (07/29/02) GPS OBS
 AA2287  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 AA2287
 AA2287  HORZ ORDER  -  FIRST
 AA2287  ELLP ORDER  -  FOURTH    CLASS I
 AA2287
 AA2287.The horizontal coordinates were established by GPS observations
 AA2287.and adjusted by the National Geodetic Survey in December 1994..
 AA2287
 AA2287.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2287.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2287
 AA2287.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2287
 AA2287.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2287
 AA2287.The ellipsoidal height was determined by GPS observations
 AA2287.and is referenced to NAD 83.
 AA2287
 AA2287.The geoid height was determined by GEOID03.
 AA2287
 AA2287;                    North         East     Units Scale Factor Converg.
 AA2287;SPC AL W     -   137,265.442   514,163.491   MT  1.00002418   -0 28 02.1
 AA2287;UTM  16      - 3,456,501.182   366,572.026   MT  0.99981959   -0 43 35.8
 AA2287
 AA2287!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2287!SPC AL W     -   0.99999087  x   1.00002418  =   1.00001505
 AA2287!UTM  16      -   0.99999087  x   0.99981959  =   0.99981046
 AA2287
 AA2287                          SUPERSEDED SURVEY CONTROL
 AA2287
 AA2287  ELLIP H (12/16/94)   58.21   (m)                       GP(       ) 3 2
 AA2287  NGVD 29 (12/16/94)   85.9    (m)          282.     (f) GPS OBS        
 AA2287
 AA2287.Superseded values are not recommended for survey control.
 AA2287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2287.See file dsdata.txt to determine how the superseded data were derived.
 AA2287
 AA2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6657256501(NAD 83)
 AA2287_MARKER: DD = SURVEY DISK
 AA2287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2287_SP_SET: CONCRETE POST
 AA2287_STAMPING: 65-15 1993
 AA2287_MARK LOGO: ALHD  
 AA2287_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2287+STABILITY: SURFACE MOTION
 AA2287_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2287+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2287
 AA2287  HISTORY     - Date     Condition        Report By
 AA2287  HISTORY     - 1993     MONUMENTED       ALHD
 AA2287
 AA2287                          STATION DESCRIPTION
 AA2287
 AA2287'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2287'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE SOUTHWEST RIGHT OF
 AA2287'WAY OF A COUNTY GRAVEL ROAD, ABOUT 22.00 MI (35.40 KM) WEST-SOUTHWEST
 AA2287'OF MCINTOSH AND 18.00 MI (28.97 KM) SOUTH-SOUTHWEST OF CHATOM. TO
 AA2287'REACH THE STATION FROM EXIT 8 ON I-65 (MILE POST 5.25 ON U.S. 45)IN
 AA2287'PRICHARD, DRIVE NORTHWEST ON U.S. 45 FOR 31.10 MI (50.05 KM) TO MILE
 AA2287'POST 36.35 AND THE MOBILE-WASHINGTON COUNTY LINE, CONTINUE NORTHWEST
 AA2287'ON U.S. 45 FOR 5.95 MI (9.58 KM) TO MILE POST 42.55 AND WASHINGTON
 AA2287'COUNTY ROAD NO. 8 ON THE LEFT, TURN LEFT ON WASHINGTON COUNTY ROAD NO.
 AA2287'8 AND DRIVE WEST FOR 4.85 MI (7.81 KM) TO A PAVED COUNTY ROAD ON THE
 AA2287'LEFT (WASHINGTON COUNTY ROAD NO. 8), CONTINUE NORTHWEST ON THE PAVED
 AA2287'ROAD FOR 0.15 MI (0.24 KM) TO THE END OF PAVEMENT, CONTINUE NORTHWEST
 AA2287'ON A GRAVEL ROAD FOR 1.35 MI (2.17 KM) TO THE STATION ON THE LEFT. THE
 AA2287'STATION IS LOCATED IN A CLEAR CUT AREA, 9.4 FT (2.9 M) EAST-SOUTHEAST
 AA2287'OF A CROSS TIE POST, 32.0 FT (9.8 M) SOUTHWEST OF THE CENTER OF THE
 AA2287'GRAVEL ROAD, 35.0 FT (10.7 M) SOUTH-SOUTHWEST OF THE CENTER OF THE
 AA2287'INTERSECTION OF THE GRAVEL ROAD AND A WOODS ROAD LEADING EAST, 79.3 FT
 AA2287'(24.2 M) WEST-SOUTHWEST OF A CROSS TIE POST ACROSS THE ROAD, 2.1 FT
 AA2287'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2287'GROUND. STATION 65-16 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2288 ***********************************************************************
 AA2288  DESIGNATION -  65 16
 AA2288  PID         -  AA2288
 AA2288  STATE/COUNTY-  AL/WASHINGTON
 AA2288  USGS QUAD   -  ROUNSAVILLE (1982)
 AA2288
 AA2288                         *CURRENT SURVEY CONTROL
 AA2288  ___________________________________________________________________
 AA2288* NAD 83(1992)-  31 13 57.02486(N)    088 23 41.26002(W)     ADJUSTED  
 AA2288* NAVD 88     -        94.8    (meters)     311.     (feet)  VERTCON   
 AA2288  ___________________________________________________________________
 AA2288  X           -     152,912.353 (meters)                     COMP
 AA2288  Y           -  -5,456,584.744 (meters)                     COMP
 AA2288  Z           -   3,287,997.695 (meters)                     COMP
 AA2288  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 AA2288  ELLIP HEIGHT-          67.10  (meters)          (07/29/02) GPS OBS
 AA2288  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AA2288
 AA2288  HORZ ORDER  -  FIRST
 AA2288  ELLP ORDER  -  FOURTH    CLASS I
 AA2288
 AA2288.The horizontal coordinates were established by GPS observations
 AA2288.and adjusted by the National Geodetic Survey in December 1994..
 AA2288
 AA2288.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2288.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2288
 AA2288.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2288
 AA2288.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2288
 AA2288.The ellipsoidal height was determined by GPS observations
 AA2288.and is referenced to NAD 83.
 AA2288
 AA2288.The geoid height was determined by GEOID03.
 AA2288
 AA2288;                    North         East     Units Scale Factor Converg.
 AA2288;SPC AL W     -   136,975.356   514,755.431   MT  1.00002293   -0 27 50.4
 AA2288;UTM  16      - 3,456,208.479   367,162.526   MT  0.99981765   -0 43 24.0
 AA2288
 AA2288!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2288!SPC AL W     -   0.99998946  x   1.00002293  =   1.00001239
 AA2288!UTM  16      -   0.99998946  x   0.99981765  =   0.99980712
 AA2288
 AA2288                          SUPERSEDED SURVEY CONTROL
 AA2288
 AA2288  ELLIP H (12/16/94)   67.14   (m)                       GP(       ) 3 2
 AA2288  NGVD 29 (12/16/94)   94.8    (m)          311.     (f) GPS OBS        
 AA2288
 AA2288.Superseded values are not recommended for survey control.
 AA2288.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2288.See file dsdata.txt to determine how the superseded data were derived.
 AA2288
 AA2288_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6716356208(NAD 83)
 AA2288_MARKER: DD = SURVEY DISK
 AA2288_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2288_SP_SET: CONCRETE POST
 AA2288_STAMPING: 65-16 1993
 AA2288_MARK LOGO: ALHD  
 AA2288_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2288_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2288+STABILITY: SURFACE MOTION
 AA2288_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2288+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA2288
 AA2288  HISTORY     - Date     Condition        Report By
 AA2288  HISTORY     - 1993     MONUMENTED       ALHD
 AA2288
 AA2288                          STATION DESCRIPTION
 AA2288
 AA2288'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA2288'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY
 AA2288'OF A COUNTY GRAVEL ROAD, ABOUT 21.65 MI (34.84 KM) WEST-SOUTHWEST OF
 AA2288'MCINTOSH AND 17.95 MI (28.89 KM) SOUTH-SOUTHWEST OF CHATOM. TO REACH
 AA2288'THE STATION FROM EXIT 8 ON I-65 (MILE POST 5.25 ON U.S. 45)IN
 AA2288'PRICHARD, DRIVE NORTHWEST ON U.S. 45 FOR 31.10 MI (50.05 KM) TO MILE
 AA2288'POST 36.35 AND THE MOBILE-WASHINGTON COUNTY LINE, CONTINUE NORTHWEST
 AA2288'ON U.S. 45 FOR 5.95 MI (9.58 KM) TO MILE POST 42.55 AND WASHINGTON
 AA2288'COUNTY ROAD NO. 8 ON THE LEFT, TURN LEFT ON WASHINGTON COUNTY ROAD NO.
 AA2288'8 AND DRIVE WEST FOR 4.85 MI (7.81 KM) TO A PAVED COUNTY ROAD ON THE
 AA2288'LEFT (WASHINGTON COUNTY ROAD NO. 8), CONTINUE NORTHWEST ON THE PAVED
 AA2288'ROAD FOR 0.15 MI (0.24 KM) TO THE END OF PAVEMENT, CONTINUE NORTHWEST
 AA2288'ON A GRAVEL ROAD FOR 0.90 MI (1.45 KM) TO A GRAVEL ROAD ON THE RIGHT,
 AA2288'TURN RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH FOR 0.10 MI (0.16 KM) TO
 AA2288'THE STATION ON THE LEFT. THE STATION IS LOCATED IN A CLEAR CUT AREA,
 AA2288'6.5 FT (2.0 M) WEST-NORTHWEST OF THE CREST OF A FOUR FOOT BACKSLOPE,
 AA2288'26.0 FT (7.9 M) WEST-NORTHWEST OF THE CENTER OF THE GRAVEL ROAD, 41.0
 AA2288'FT (12.5 M) EAST-NORTHEAST OF THE CENTER OF A WOODS ROAD, 1.8 FT (0.5
 AA2288'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2288'STATION 65-15 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8475 ***********************************************************************
 AA8475  DESIGNATION -  65 17
 AA8475  PID         -  AA8475
 AA8475  STATE/COUNTY-  AL/WASHINGTON
 AA8475  USGS QUAD   -  DEER PARK (1982)
 AA8475
 AA8475                         *CURRENT SURVEY CONTROL
 AA8475  ___________________________________________________________________
 AA8475* NAD 83(1992)-  31 13 00.50538(N)    088 15 56.11175(W)     ADJUSTED  
 AA8475* NAVD 88     -        65.6    (meters)     215.     (feet)  VERTCON   
 AA8475  ___________________________________________________________________
 AA8475  X           -     165,243.662 (meters)                     COMP
 AA8475  Y           -  -5,457,102.860 (meters)                     COMP
 AA8475  Z           -   3,286,493.896 (meters)                     COMP
 AA8475  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 AA8475  ELLIP HEIGHT-          37.69  (meters)          (07/29/02) GPS OBS
 AA8475  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 AA8475
 AA8475  HORZ ORDER  -  FIRST
 AA8475  ELLP ORDER  -  FOURTH    CLASS I
 AA8475
 AA8475.The horizontal coordinates were established by GPS observations
 AA8475.and adjusted by the National Geodetic Survey in September 1995..
 AA8475
 AA8475.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8475
 AA8475.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8475
 AA8475.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8475
 AA8475.The ellipsoidal height was determined by GPS observations
 AA8475.and is referenced to NAD 83.
 AA8475
 AA8475.The geoid height was determined by GEOID03.
 AA8475
 AA8475;                    North         East     Units Scale Factor Converg.
 AA8475;SPC AL W     -   135,142.215   527,053.014   MT  0.99999895   -0 23 48.5
 AA8475;UTM  16      - 3,454,320.112   379,449.077   MT  0.99977925   -0 39 21.6
 AA8475
 AA8475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8475!SPC AL W     -   0.99999408  x   0.99999895  =   0.99999303
 AA8475!UTM  16      -   0.99999408  x   0.99977925  =   0.99977333
 AA8475
 AA8475|---------------------------------------------------------------------|
 AA8475| PID    Reference Object                     Distance      Geod. Az  |
 AA8475|                                                           dddmmss.s |
 AA8475| AA8476 65 18                               375.289 METERS 09135     |
 AA8475|---------------------------------------------------------------------|
 AA8475
 AA8475                          SUPERSEDED SURVEY CONTROL
 AA8475
 AA8475  ELLIP H (09/29/95)   37.73   (m)                       GP(       ) 3 2
 AA8475  NGVD 29 (09/29/95)   65.6    (m)          215.     (f) GPS OBS        
 AA8475
 AA8475.Superseded values are not recommended for survey control.
 AA8475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8475.See file dsdata.txt to determine how the superseded data were derived.
 AA8475
 AA8475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7944954320(NAD 83)
 AA8475_MARKER: DD = SURVEY DISK
 AA8475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8475_STAMPING: 65-17 1995
 AA8475_MARK LOGO: ALHD  
 AA8475_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8475+STABILITY: SURFACE MOTION
 AA8475_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8475+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8475
 AA8475  HISTORY     - Date     Condition        Report By
 AA8475  HISTORY     - 1995     MONUMENTED       ALHD
 AA8475
 AA8475                          STATION DESCRIPTION
 AA8475
 AA8475'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8475'THE STATION IS IN WASHINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA8475'DIRT ROAD ABOUT 14.30 MI (23.01 KM) WEST OF MCINTOSH AND ABOUT 17.10
 AA8475'MI (27.52 KM) SOUTH OF CHATOM. TO REACH THE STATION FROM THE JUNCTION
 AA8475'OF AL 17 AND AL 56 EAST (MILEPOST 61.10 ON AL 17 AND MILEPOST 13.50 ON
 AA8475'AL 56) IN CHATOM, DRIVE SOUTH ON AL 17 FOR 16.95 MI (27.28 KM) TO
 AA8475'MILEPOST 44.15 AND A REVERSE Y-INTERSECTION WITH U.S. 45 LEFT AND
 AA8475'RIGHT. TURN LEFT ON U.S. 45 AND DRIVE SOUTH AND SOUTHEAST FOR 2.35 MI
 AA8475'(3.78 KM) TO MILE POST 41.80 AND A DIRT ROAD LEFT (BUD ODOM ROAD).
 AA8475'TURN LEFT ON BUD ODOM ROAD AND DRIVE EAST FOR 2.20 MI (3.54 KM) TO THE
 AA8475'STATION ON THE RIGHT. THE STATION IS 27.2 FT (8.3 M) SOUTH OF THE
 AA8475'CENTER OF BUD ODOM ROAD, 73.4 FT (22.4 M) EAST-SOUTHEAST OF A
 AA8475'THREE-INCH IRON PIPE PRETRUDING FIVE FEET OUT OF THE GROUND ACROSS THE
 AA8475'ROAD, 126.0 FT (38.4 M) SOUTHEAST OF A POWER POLE, 2.2 FT (0.7 M)
 AA8475'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8475'STATION 65-18 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8476 ***********************************************************************
 AA8476  DESIGNATION -  65 18
 AA8476  PID         -  AA8476
 AA8476  STATE/COUNTY-  AL/WASHINGTON
 AA8476  USGS QUAD   -  DEER PARK (1982)
 AA8476
 AA8476                         *CURRENT SURVEY CONTROL
 AA8476  ___________________________________________________________________
 AA8476* NAD 83(1992)-  31 13 00.16884(N)    088 15 41.93861(W)     ADJUSTED  
 AA8476* NAVD 88     -        65.7    (meters)     216.     (feet)  VERTCON   
 AA8476  ___________________________________________________________________
 AA8476  X           -     165,618.801 (meters)                     COMP
 AA8476  Y           -  -5,457,096.888 (meters)                     COMP
 AA8476  Z           -   3,286,485.047 (meters)                     COMP
 AA8476  LAPLACE CORR-          -1.32  (seconds)                    DEFLEC99
 AA8476  ELLIP HEIGHT-          37.72  (meters)          (07/29/02) GPS OBS
 AA8476  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AA8476
 AA8476  HORZ ORDER  -  FIRST
 AA8476  ELLP ORDER  -  FOURTH    CLASS I
 AA8476
 AA8476.The horizontal coordinates were established by GPS observations
 AA8476.and adjusted by the National Geodetic Survey in September 1995..
 AA8476
 AA8476.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8476.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8476
 AA8476.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8476
 AA8476.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8476
 AA8476.The ellipsoidal height was determined by GPS observations
 AA8476.and is referenced to NAD 83.
 AA8476
 AA8476.The geoid height was determined by GEOID03.
 AA8476
 AA8476;                    North         East     Units Scale Factor Converg.
 AA8476;SPC AL W     -   135,129.259   527,428.079   MT  0.99999827   -0 23 41.1
 AA8476;UTM  16      - 3,454,305.462   379,823.996   MT  0.99977814   -0 39 14.3
 AA8476
 AA8476!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8476!SPC AL W     -   0.99999408  x   0.99999827  =   0.99999235
 AA8476!UTM  16      -   0.99999408  x   0.99977814  =   0.99977222
 AA8476
 AA8476|---------------------------------------------------------------------|
 AA8476| PID    Reference Object                     Distance      Geod. Az  |
 AA8476|                                                           dddmmss.s |
 AA8476| AA8475 65 17                               375.289 METERS 27135     |
 AA8476|---------------------------------------------------------------------|
 AA8476
 AA8476                          SUPERSEDED SURVEY CONTROL
 AA8476
 AA8476  ELLIP H (09/29/95)   37.76   (m)                       GP(       ) 3 2
 AA8476  NGVD 29 (09/29/95)   65.6    (m)          215.     (f) GPS OBS        
 AA8476
 AA8476.Superseded values are not recommended for survey control.
 AA8476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8476.See file dsdata.txt to determine how the superseded data were derived.
 AA8476
 AA8476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7982454305(NAD 83)
 AA8476_MARKER: DD = SURVEY DISK
 AA8476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8476_STAMPING: 65-18 1995
 AA8476_MARK LOGO: ALHD  
 AA8476_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8476+STABILITY: SURFACE MOTION
 AA8476_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8476+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8476
 AA8476  HISTORY     - Date     Condition        Report By
 AA8476  HISTORY     - 1995     MONUMENTED       ALHD
 AA8476
 AA8476                          STATION DESCRIPTION
 AA8476
 AA8476'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8476'THE STATION IS IN WASHINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF A
 AA8476'DIRT ROAD ABOUT 14.05 MI (22.61 KM) WEST OF MCINTOSH AND ABOUT 17.10
 AA8476'MI (27.52 KM) SOUTH OF CHATOM. TO REACH THE STATION FROM THE JUNCTION
 AA8476'OF AL 17 AND AL 56 EAST (MILEPOST 61.10 ON AL 17 AND MILEPOST 13.50 ON
 AA8476'AL 56) IN CHATOM, DRIVE SOUTH ON AL 17 FOR 16.95 MI (27.28 KM) TO
 AA8476'MILEPOST 44.15 AND A REVERSE Y-INTERSECTION WITH U.S. 45 LEFT AND
 AA8476'RIGHT. TURN LEFT ON U.S. 45 AND DRIVE SOUTH AND SOUTHEAST FOR 2.35 MI
 AA8476'(3.78 KM) TO MILEPOST 41.80 AND A DIRT ROAD LEFT (BUD ODOM ROAD). TURN
 AA8476'LEFT ON BUD ODOM ROAD AND DRIVE EAST FOR 2.45 MI (3.94 KM) TO THE
 AA8476'STATION ON THE RIGHT. THE STATION IS 50.2 FT (15.3 M) SOUTH OF THE
 AA8476'CENTER OF BUD ODOM ROAD, 53.5 FT (16.3 M) SOUTHEAST OF A STABILIZER
 AA8476'POWER POLE, 71.2 FT (21.7 M) SOUTHWEST OF THE CENTER OF A GRAVEL
 AA8476'CROSSROADS, 77.5 FT (23.6 M) NORTHWEST OF AN ANGLE POWER POLE WITH ONE
 AA8476'GUY WIRE, 81.0 FT (24.7 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO B7L8,
 AA8476'85.0 FT (25.9 M) NORTHWEST OF THE WEST POST OF A CABLE GATE, 86.0 FT
 AA8476'(26.2 M) SOUTH-SOUTHEAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE
 AA8476'ACROSS THE DIRT ROAD, 95.0 FT (29.0 M) NORTHWEST OF THE EAST POST OF A
 AA8476'CABLE GATE, 2.6 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 AA8476'FLUSH WITH THE GROUND. STATION 65-17 1995 MAY BE USED AS AN AZIMUTH
 AA8476'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8477 ***********************************************************************
 AA8477  DESIGNATION -  65 19
 AA8477  PID         -  AA8477
 AA8477  STATE/COUNTY-  AL/WASHINGTON
 AA8477  USGS QUAD   -  SIMS CHAPEL (1982)
 AA8477
 AA8477                         *CURRENT SURVEY CONTROL
 AA8477  ___________________________________________________________________
 AA8477* NAD 83(1992)-  31 13 08.20553(N)    088 08 55.08813(W)     ADJUSTED  
 AA8477* NAVD 88     -        23.9    (meters)      78.     (feet)  VERTCON   
 AA8477  ___________________________________________________________________
 AA8477  X           -     176,377.115 (meters)                     COMP
 AA8477  Y           -  -5,456,595.630 (meters)                     COMP
 AA8477  Z           -   3,286,675.048 (meters)                     COMP
 AA8477  LAPLACE CORR-          -1.80  (seconds)                    DEFLEC99
 AA8477  ELLIP HEIGHT-          -4.10  (meters)          (07/29/02) GPS OBS
 AA8477  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AA8477
 AA8477  HORZ ORDER  -  FIRST
 AA8477  ELLP ORDER  -  FOURTH    CLASS I
 AA8477
 AA8477.The horizontal coordinates were established by GPS observations
 AA8477.and adjusted by the National Geodetic Survey in September 1995..
 AA8477
 AA8477.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8477.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8477
 AA8477.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8477
 AA8477.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8477
 AA8477.The ellipsoidal height was determined by GPS observations
 AA8477.and is referenced to NAD 83.
 AA8477
 AA8477.The geoid height was determined by GEOID03.
 AA8477
 AA8477;                    North         East     Units Scale Factor Converg.
 AA8477;SPC AL W     -   135,308.075   538,198.029   MT  0.99998043   -0 20 10.3
 AA8477;UTM  16      - 3,454,435.525   390,592.206   MT  0.99974764   -0 35 43.5
 AA8477
 AA8477!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8477!SPC AL W     -   1.00000064  x   0.99998043  =   0.99998107
 AA8477!UTM  16      -   1.00000064  x   0.99974764  =   0.99974828
 AA8477
 AA8477:                Primary Azimuth Mark                     Grid Az
 AA8477:SPC AL W     -  65 20                                    007 30 45.3
 AA8477:UTM  16      -  65 20                                    007 46 18.5
 AA8477
 AA8477|---------------------------------------------------------------------|
 AA8477| PID    Reference Object                     Distance      Geod. Az  |
 AA8477|                                                           dddmmss.s |
 AA8477| AA8478 65 20                               409.605 METERS 0071035.0 |
 AA8477|---------------------------------------------------------------------|
 AA8477
 AA8477                          SUPERSEDED SURVEY CONTROL
 AA8477
 AA8477  ELLIP H (09/29/95)   -4.06   (m)                       GP(       ) 3 2
 AA8477  NGVD 29 (09/29/95)   23.9    (m)           78.     (f) GPS OBS        
 AA8477
 AA8477.Superseded values are not recommended for survey control.
 AA8477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8477.See file dsdata.txt to determine how the superseded data were derived.
 AA8477
 AA8477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9059254436(NAD 83)
 AA8477_MARKER: DD = SURVEY DISK
 AA8477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8477_STAMPING: 65-19 1995
 AA8477_MARK LOGO: ALHD  
 AA8477_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8477+STABILITY: SURFACE MOTION
 AA8477_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8477+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8477
 AA8477  HISTORY     - Date     Condition        Report By
 AA8477  HISTORY     - 1995     MONUMENTED       ALHD
 AA8477
 AA8477                          STATION DESCRIPTION
 AA8477
 AA8477'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8477'THE STATION IS IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY OF
 AA8477'WASHINGTON COUNTY ROAD NO 35 ABOUT 7.70 MI (12.39 KM) WEST-SOUTHWEST
 AA8477'OF MCINTOSH AND ABOUT 18.10 MI (29.13 KM) SOUTH-SOUTHEAST OF CHATOM.
 AA8477'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 56 WEST
 AA8477'(MILEPOST 54.15 ON U.S. 43 AND MILEPOST 27.90 ON AL 56) IN WAGARVILLE,
 AA8477'DRIVE SOUTH ON U.S. 43 FOR 12.70 MI (20.44 KM) TO MILEPOST 41.45 AND
 AA8477'WASHINGTON COUNTY ROAD NO 35 TO THE RIGHT IN MCINTOSH, TURN RIGHT ON
 AA8477'WASHINGTON COUNTY ROAD NO 35 AND DRIVE WEST AND SOUTHWEST FOR 9.10 MI
 AA8477'(14.64 KM) TO WASHINGTON COUNTY ROAD NO 4 AND THE STATION ON THE LEFT.
 AA8477'THE STATION IS 3.0 FT (0.9 M) WEST OF A SIX STRAND BARBED WIRE FENCE
 AA8477'ON OLD TREATED WOOD POSTS, 12.4 FT (3.8 M) SOUTH-SOUTHWEST OF THE
 AA8477'NORTHWEST FENCE CORNER OF THE SIX STRAND BARBED WIRE FENCE ON OLD
 AA8477'TREATED WOOD POSTS, 40.6 FT (12.4 M) EAST OF THE CENTERLINE OF
 AA8477'WASHINGTON COUNTY ROAD NO 35, 79.5 FT (24.2 M) SOUTH OF A FAIRFORD
 AA8477'ROAD SIGN, 97.0 FT (29.6 M) SOUTH OF THE CENTER OF FAIRFORD ROAD
 AA8477'(WASHINGTON COUNTY ROAD NO 4), 141.5 FT (43.1 M) EAST OF A SECURITY
 AA8477'LIGHT POLE IN THE PARKING AREA OF A GAS STATION ACROSS WASHINGTON
 AA8477'COUNTY ROAD NO 35, 161.2 FT (49.1 M) EAST OF A TRANSFORMER POWER POLE
 AA8477'ACROSS WASHINGTON COUNTY ROAD NO 35, 3.3 FT (1.0 M) WEST-NORTHWEST OF
 AA8477'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 65-20
 AA8477'1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1852 ***********************************************************************
 BV1852  DESIGNATION -  65 2
 BV1852  PID         -  BV1852
 BV1852  STATE/COUNTY-  AL/WASHINGTON
 BV1852  USGS QUAD   -  BLADON SPRINGS (1971)
 BV1852
 BV1852                         *CURRENT SURVEY CONTROL
 BV1852  ___________________________________________________________________
 BV1852* NAD 83(1992)-  31 38 01.95093(N)    088 09 30.84323(W)     ADJUSTED  
 BV1852* NAVD 88     -        42.8    (meters)     140.     (feet)  VERTCON   
 BV1852  ___________________________________________________________________
 BV1852  X           -     174,660.955 (meters)                     COMP
 BV1852  Y           -  -5,432,667.277 (meters)                     COMP
 BV1852  Z           -   3,325,942.478 (meters)                     COMP
 BV1852  LAPLACE CORR-          -1.72  (seconds)                    DEFLEC99
 BV1852  ELLIP HEIGHT-          15.16  (meters)          (07/29/02) GPS OBS
 BV1852  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV1852
 BV1852  HORZ ORDER  -  FIRST
 BV1852  ELLP ORDER  -  FOURTH    CLASS I
 BV1852
 BV1852.The horizontal coordinates were established by GPS observations
 BV1852.and adjusted by the National Geodetic Survey in December 1992..
 BV1852
 BV1852.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1852.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1852
 BV1852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1852
 BV1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1852
 BV1852.The ellipsoidal height was determined by GPS observations
 BV1852.and is referenced to NAD 83.
 BV1852
 BV1852.The geoid height was determined by GEOID03.
 BV1852
 BV1852;                    North         East     Units Scale Factor Converg.
 BV1852;SPC AL W     -   181,318.042   537,527.412   MT  0.99998145   -0 20 43.5
 BV1852;UTM  16      - 3,500,437.360   390,131.092   MT  0.99974888   -0 36 27.8
 BV1852
 BV1852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1852!SPC AL W     -   0.99999762  x   0.99998145  =   0.99997907
 BV1852!UTM  16      -   0.99999762  x   0.99974888  =   0.99974650
 BV1852
 BV1852:                Primary Azimuth Mark                     Grid Az
 BV1852:SPC AL W     -  65 1                                     178 17 52.6
 BV1852:UTM  16      -  65 1                                     178 33 36.9
 BV1852
 BV1852|---------------------------------------------------------------------|
 BV1852| PID    Reference Object                     Distance      Geod. Az  |
 BV1852|                                                           dddmmss.s |
 BV1852| BV1851 65 1                                436.939 METERS 1775709.1 |
 BV1852|---------------------------------------------------------------------|
 BV1852
 BV1852                          SUPERSEDED SURVEY CONTROL
 BV1852
 BV1852  ELLIP H (12/04/92)   15.21   (m)                       GP(       ) 4 1
 BV1852  NAD 83(1986)-  31 38 01.96743(N)    088 09 30.84653(W) AD(       ) 1
 BV1852  NGVD 29 (12/04/92)   42.8    (m)          140.     (f) GPS OBS        
 BV1852
 BV1852.Superseded values are not recommended for survey control.
 BV1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1852.See file dsdata.txt to determine how the superseded data were derived.
 BV1852
 BV1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA9013100437(NAD 83)
 BV1852_MARKER: DD = SURVEY DISK
 BV1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1852_SP_SET: CONCRETE POST
 BV1852_STAMPING: 65-2 1991
 BV1852_MARK LOGO: ALHD  
 BV1852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1852+STABILITY: SURFACE MOTION
 BV1852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1852+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BV1852
 BV1852  HISTORY     - Date     Condition        Report By
 BV1852  HISTORY     - 1991     MONUMENTED       ALHD
 BV1852
 BV1852                          STATION DESCRIPTION
 BV1852
 BV1852'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1852'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY
 BV1852'OF WASHINGTON COUNTY ROAD NO. 31, ABOUT 9.10 MI (14.64 KM) EAST OF
 BV1852'MILLRY AND ABOUT 13.05 MI (21.00 KM) NORTH-NORTHEAST OF CHATOM.
 BV1852'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 56 (MILE POST
 BV1852'61.20 ON ALA 17 AND MILE POST 13.50 ON ALA 56) IN CHATOM, DRIVE NORTH
 BV1852'ON ALA 17 FOR 2.40 MI (3.86 KM) TO MILE POST 63.60 AND WASHINGTON
 BV1852'COUNTY ROAD NO. 31 ON THE RIGHT, TURN RIGHT ON WASHINGTON COUNTY ROAD
 BV1852'NO. 31 AND DRIVE NORTH FOR 10.20 MI (16.41 KM) TO A PAVED CROSS ROAD
 BV1852'AT BIGBEE WITH WASHINGTON COUNTY ROAD NO. 34 LEFT AND RIGHT, CONTINUE
 BV1852'NORTH ON WASHINGTON COUNTY ROAD NO. 31 FOR 1.55 MI (2.49 KM) TO THE
 BV1852'STATION ON THE LEFT.
 BV1852'THE STATION IS 4.0 FT (1.2 M) EAST OF A HOG WIRE FENCE WITH FOUR
 BV1852'STRANDS OF BARBED WIRE ON WOOD POSTS, 37.0 FT (11.3 M) WEST OF THE
 BV1852'CENTER OF WASHINGTON COUNTY ROAD NO. 31, 69.6 FT (21.2 M) NORTH OF A
 BV1852'JUNCTION POWER POLE, 163.8 FT (49.9 M) SOUTHWEST OF TELEPHONE CABLE
 BV1852'PEDESTAL NO. B LP2 10C ACROSS WASHINGTON COUNTY ROAD NO. 31, 3.4 FT
 BV1852'(1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BV1852'GROUND.
 BV1852'STATION 65-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8478 ***********************************************************************
 AA8478  DESIGNATION -  65 20
 AA8478  PID         -  AA8478
 AA8478  STATE/COUNTY-  AL/WASHINGTON
 AA8478  USGS QUAD   -  SIMS CHAPEL (1982)
 AA8478
 AA8478                         *CURRENT SURVEY CONTROL
 AA8478  ___________________________________________________________________
 AA8478* NAD 83(1992)-  31 13 21.40101(N)    088 08 53.15480(W)     ADJUSTED  
 AA8478* NAVD 88     -        28.0    (meters)      92.     (feet)  VERTCON   
 AA8478  ___________________________________________________________________
 AA8478  X           -     176,421.565 (meters)                     COMP
 AA8478  Y           -  -5,456,386.915 (meters)                     COMP
 AA8478  Z           -   3,287,024.698 (meters)                     COMP
 AA8478  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AA8478  ELLIP HEIGHT-          -0.03  (meters)          (07/29/02) GPS OBS
 AA8478  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 AA8478
 AA8478  HORZ ORDER  -  FIRST
 AA8478  ELLP ORDER  -  FOURTH    CLASS I
 AA8478
 AA8478.The horizontal coordinates were established by GPS observations
 AA8478.and adjusted by the National Geodetic Survey in September 1995..
 AA8478
 AA8478.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8478.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8478
 AA8478.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8478
 AA8478.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8478
 AA8478.The ellipsoidal height was determined by GPS observations
 AA8478.and is referenced to NAD 83.
 AA8478
 AA8478.The geoid height was determined by GEOID03.
 AA8478
 AA8478;                    North         East     Units Scale Factor Converg.
 AA8478;SPC AL W     -   135,714.156   538,251.582   MT  0.99998035   -0 20 09.5
 AA8478;UTM  16      - 3,454,841.265   390,647.583   MT  0.99974749   -0 35 42.7
 AA8478
 AA8478!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8478!SPC AL W     -   1.00000000  x   0.99998035  =   0.99998035
 AA8478!UTM  16      -   1.00000000  x   0.99974749  =   0.99974749
 AA8478
 AA8478:                Primary Azimuth Mark                     Grid Az
 AA8478:SPC AL W     -  65 19                                    187 30 45.5
 AA8478:UTM  16      -  65 19                                    187 46 18.7
 AA8478
 AA8478|---------------------------------------------------------------------|
 AA8478| PID    Reference Object                     Distance      Geod. Az  |
 AA8478|                                                           dddmmss.s |
 AA8478| AA8477 65 19                               409.605 METERS 1871036.0 |
 AA8478|---------------------------------------------------------------------|
 AA8478
 AA8478                          SUPERSEDED SURVEY CONTROL
 AA8478
 AA8478  ELLIP H (09/29/95)    0.01   (m)                       GP(       ) 3 2
 AA8478  NGVD 29 (09/29/95)   28.0    (m)           92.     (f) GPS OBS        
 AA8478
 AA8478.Superseded values are not recommended for survey control.
 AA8478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8478.See file dsdata.txt to determine how the superseded data were derived.
 AA8478
 AA8478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9064854841(NAD 83)
 AA8478_MARKER: DD = SURVEY DISK
 AA8478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8478_STAMPING: 65-20 1995
 AA8478_MARK LOGO: ALHD  
 AA8478_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8478+STABILITY: SURFACE MOTION
 AA8478_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8478+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8478
 AA8478  HISTORY     - Date     Condition        Report By
 AA8478  HISTORY     - 1995     MONUMENTED       ALHD
 AA8478
 AA8478                          STATION DESCRIPTION
 AA8478
 AA8478'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8478'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF
 AA8478'WASHINGTON COUNTY ROAD NO 35 ABOUT 7.60 MI (12.23 KM) WEST-SOUTHWEST
 AA8478'OF MCINTOSH AND ABOUT 17.85 MI (28.73 KM) SOUTH-SOUTHEAST OF CHATOM.
 AA8478'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND AL 56 WEST
 AA8478'(MILEPOST 54.15 ON U.S. 43 AND MILEPOST 27.90 ON AL 56) IN WAGARVILLE,
 AA8478'DRIVE SOUTH ON U.S. 43 FOR 12.70 MI (20.44 KM) TO MILEPOST 41.45 AND
 AA8478'WASHINGTON COUNTY ROAD NO 35 TO THE RIGHT IN MCINTOSH. TURN RIGHT ON
 AA8478'WASHINGTON COUNTY ROAD NO 35 AND DRIVE WEST AND SOUTHWEST FOR 8.85 MI
 AA8478'(14.24 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.0 FT (0.6 M)
 AA8478'EAST OF A ONE STRAND FENCE ON OLD TREATED WOOD POSTS, 36.3 FT (11.1 M)
 AA8478'WEST OF THE CENTERLINE OF WASHINGTON COUNTY ROAD NO 35, 65.4 FT (19.9
 AA8478'M) WEST-NORTHWEST OF A POWER POLE ACROSS THE ROAD, 2.0 FT (0.6 M) EAST
 AA8478'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8478'65-19 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8479 ***********************************************************************
 AA8479  DESIGNATION -  65 21
 AA8479  PID         -  AA8479
 AA8479  STATE/COUNTY-  AL/WASHINGTON
 AA8479  USGS QUAD   -  CALVERT (1982)
 AA8479
 AA8479                         *CURRENT SURVEY CONTROL
 AA8479  ___________________________________________________________________
 AA8479* NAD 83(1992)-  31 09 52.42415(N)    088 02 24.35953(W)     ADJUSTED  
 AA8479* NAVD 88     -        36.2    (meters)     119.     (feet)  VERTCON   
 AA8479  ___________________________________________________________________
 AA8479  X           -     186,820.405 (meters)                     COMP
 AA8479  Y           -  -5,459,383.004 (meters)                     COMP
 AA8479  Z           -   3,281,523.277 (meters)                     COMP
 AA8479  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 AA8479  ELLIP HEIGHT-           7.96  (meters)          (07/29/02) GPS OBS
 AA8479  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 AA8479
 AA8479  HORZ ORDER  -  FIRST
 AA8479  ELLP ORDER  -  FOURTH    CLASS I
 AA8479
 AA8479.The horizontal coordinates were established by GPS observations
 AA8479.and adjusted by the National Geodetic Survey in September 1995..
 AA8479
 AA8479.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8479.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8479
 AA8479.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8479
 AA8479.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8479
 AA8479.The ellipsoidal height was determined by GPS observations
 AA8479.and is referenced to NAD 83.
 AA8479
 AA8479.The geoid height was determined by GEOID03.
 AA8479
 AA8479;                    North         East     Units Scale Factor Converg.
 AA8479;SPC AL W     -   129,223.073   548,510.029   MT  0.99996602   -0 16 46.2
 AA8479;UTM  16      - 3,448,305.436   400,874.138   MT  0.99972120   -0 32 17.9
 AA8479
 AA8479!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8479!SPC AL W     -   0.99999875  x   0.99996602  =   0.99996477
 AA8479!UTM  16      -   0.99999875  x   0.99972120  =   0.99971995
 AA8479
 AA8479|---------------------------------------------------------------------|
 AA8479| PID    Reference Object                     Distance      Geod. Az  |
 AA8479|                                                           dddmmss.s |
 AA8479| AA8480 65 22                               378.800 METERS 12804     |
 AA8479|---------------------------------------------------------------------|
 AA8479
 AA8479                          SUPERSEDED SURVEY CONTROL
 AA8479
 AA8479  ELLIP H (09/29/95)    8.00   (m)                       GP(       ) 3 2
 AA8479  NGVD 29 (09/29/95)   36.2    (m)          119.     (f) GPS OBS        
 AA8479
 AA8479.Superseded values are not recommended for survey control.
 AA8479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8479.See file dsdata.txt to determine how the superseded data were derived.
 AA8479
 AA8479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0087448305(NAD 83)
 AA8479_MARKER: DD = SURVEY DISK
 AA8479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8479_STAMPING: 65-21 1995
 AA8479_MARK LOGO: ALHD  
 AA8479_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8479+STABILITY: SURFACE MOTION
 AA8479_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8479+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8479
 AA8479  HISTORY     - Date     Condition        Report By
 AA8479  HISTORY     - 1995     MONUMENTED       ALHD
 AA8479
 AA8479                          STATION DESCRIPTION
 AA8479
 AA8479'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8479'THE STATION IS IN WASHINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8479'WASHINGTON COUNTY ROAD NO 4 ABOUT 7.05 MI (11.35 KM) SOUTH OF MCINTOSH
 AA8479'AND ABOUT 24.20 MI (38.95 KM) SOUTHEAST OF CHATOM. TO REACH THE
 AA8479'STATION FROM THE JUNCTION OF U.S. 43 AND AL 56 WEST (MILEPOST 54.15 ON
 AA8479'U.S. 43 AND MILEPOST 27.90 ON AL 56) IN WAGARVILLE, DRIVE SOUTH ON
 AA8479'U.S. 43 FOR 20.30 MI (32.67 KM) TO MILEPOST 33.85 AND WASHINGTON
 AA8479'COUNTY ROAD NO 4 TO THE RIGHT AT THE COUNTY LINE. TURN RIGHT ON
 AA8479'WASHINGTON COUNTY ROAD NO 4 AND DRIVE WEST FOR 2.00 MI (3.22 KM) TO
 AA8479'THE STATION ON THE LEFT. THE STATION IS 43.0 FT (13.1 M) SOUTH OF THE
 AA8479'CENTERLINE OF WASHINGTON COUNTY ROAD NO 4, 80.5 FT (24.5 M) SOUTH OF A
 AA8479'JUNCTION POWER POLE WITH TWO TRANSFORMERS AND ONE GUY WIRE, 2.4 FT
 AA8479'(0.7 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8479'GROUND. STATION 65-22 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8480 ***********************************************************************
 AA8480  DESIGNATION -  65 22
 AA8480  PID         -  AA8480
 AA8480  STATE/COUNTY-  AL/WASHINGTON
 AA8480  USGS QUAD   -  CALVERT (1982)
 AA8480
 AA8480                         *CURRENT SURVEY CONTROL
 AA8480  ___________________________________________________________________
 AA8480* NAD 83(1992)-  31 09 44.84101(N)    088 02 13.09824(W)     ADJUSTED  
 AA8480* NAVD 88     -        29.6    (meters)      97.     (feet)  VERTCON   
 AA8480  ___________________________________________________________________
 AA8480  X           -     187,122.414 (meters)                     COMP
 AA8480  Y           -  -5,459,487.961 (meters)                     COMP
 AA8480  Z           -   3,281,320.034 (meters)                     COMP
 AA8480  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 AA8480  ELLIP HEIGHT-           1.39  (meters)          (07/29/02) GPS OBS
 AA8480  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 AA8480
 AA8480  HORZ ORDER  -  FIRST
 AA8480  ELLP ORDER  -  FOURTH    CLASS I
 AA8480
 AA8480.The horizontal coordinates were established by GPS observations
 AA8480.and adjusted by the National Geodetic Survey in September 1995..
 AA8480
 AA8480.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8480.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8480
 AA8480.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8480
 AA8480.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8480
 AA8480.The ellipsoidal height was determined by GPS observations
 AA8480.and is referenced to NAD 83.
 AA8480
 AA8480.The geoid height was determined by GEOID03.
 AA8480
 AA8480;                    North         East     Units Scale Factor Converg.
 AA8480;SPC AL W     -   128,988.089   548,807.118   MT  0.99996565   -0 16 40.3
 AA8480;UTM  16      - 3,448,069.170   401,170.091   MT  0.99972048   -0 32 11.9
 AA8480
 AA8480!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8480!SPC AL W     -   0.99999978  x   0.99996565  =   0.99996543
 AA8480!UTM  16      -   0.99999978  x   0.99972048  =   0.99972026
 AA8480
 AA8480|---------------------------------------------------------------------|
 AA8480| PID    Reference Object                     Distance      Geod. Az  |
 AA8480|                                                           dddmmss.s |
 AA8480| AA8479 65 21                               378.800 METERS 30804     |
 AA8480|---------------------------------------------------------------------|
 AA8480
 AA8480                          SUPERSEDED SURVEY CONTROL
 AA8480
 AA8480  ELLIP H (09/29/95)    1.43   (m)                       GP(       ) 3 2
 AA8480  NGVD 29 (09/29/95)   29.6    (m)           97.     (f) GPS OBS        
 AA8480
 AA8480.Superseded values are not recommended for survey control.
 AA8480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8480.See file dsdata.txt to determine how the superseded data were derived.
 AA8480
 AA8480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0117048069(NAD 83)
 AA8480_MARKER: DD = SURVEY DISK
 AA8480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8480_STAMPING: 65-22 1995
 AA8480_MARK LOGO: ALHD  
 AA8480_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8480+STABILITY: SURFACE MOTION
 AA8480_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8480+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8480
 AA8480  HISTORY     - Date     Condition        Report By
 AA8480  HISTORY     - 1995     MONUMENTED       ALHD
 AA8480
 AA8480                          STATION DESCRIPTION
 AA8480
 AA8480'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8480'THE STATION IS IN WASHINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8480'WASHINGTON COUNTY ROAD NO 4 ABOUT 7.15 MI (11.51 KM) SOUTH OF MCINTOSH
 AA8480'AND ABOUT 24.45 MI (39.35 KM) SOUTHEAST OF CHATOM. TO REACH THE
 AA8480'STATION FROM THE JUNCTION OF U.S. 43 AND AL 56 WEST (MILEPOST 54.15 ON
 AA8480'U.S. 43 AND MILEPOST 27.90 ON AL 56) IN WAGARVILLE, DRIVE SOUTH ON
 AA8480'U.S. 43 FOR 20.30 MI (32.67 KM) TO MILEPOST 33.85 AND WASHINGTON
 AA8480'COUNTY ROAD NO 4 TO THE RIGHT AT THE COUNTY LINE. TURN RIGHT ON
 AA8480'WASHINGTON COUNTY ROAD NO 4 AND DRIVE WEST FOR 1.75 MI (2.82 KM) TO
 AA8480'THE STATION ON THE LEFT. THE STATION IS 10.6 FT (3.2 M) WEST OF AN
 AA8480'UNDERGROUND CABLE WARNING SIGN, 10.8 FT (3.3 M) WEST OF TELEPHONE
 AA8480'CABLE PEDESTAL NO S 41, 15.7 FT (4.8 M) SOUTH-SOUTHWEST OF A SCHOOL
 AA8480'BUS STOP AHEAD SIGN, 31.9 FT (9.7 M) SOUTH-SOUTHWEST OF THE CENTERLINE
 AA8480'OF WASHINGTON COUNTY ROAD NO 4, 43.3 FT (13.2 M) SOUTH OF A POWER
 AA8480'POLE, 89.9 FT (27.4 M) WEST OF A GRAPHIC LEFT CURVE SIGN, 2.3 FT (0.7
 AA8480'M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8480'GROUND. STATION 65-21 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8481 ***********************************************************************
 AA8481  DESIGNATION -  65 23
 AA8481  PID         -  AA8481
 AA8481  STATE/COUNTY-  AL/WASHINGTON
 AA8481  USGS QUAD   -  MC INTOSH (1982)
 AA8481
 AA8481                         *CURRENT SURVEY CONTROL
 AA8481  ___________________________________________________________________
 AA8481* NAD 83(1992)-  31 19 11.21803(N)    088 06 49.15170(W)     ADJUSTED  
 AA8481* NAVD 88     -        45.6    (meters)     150.     (feet)  VERTCON   
 AA8481  ___________________________________________________________________
 AA8481  X           -     179,518.232 (meters)                     COMP
 AA8481  Y           -  -5,450,705.456 (meters)                     COMP
 AA8481  Z           -   3,296,242.479 (meters)                     COMP
 AA8481  LAPLACE CORR-          -2.33  (seconds)                    DEFLEC99
 AA8481  ELLIP HEIGHT-          17.68  (meters)          (07/29/02) GPS OBS
 AA8481  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AA8481
 AA8481  HORZ ORDER  -  FIRST
 AA8481  ELLP ORDER  -  FOURTH    CLASS I
 AA8481
 AA8481.The horizontal coordinates were established by GPS observations
 AA8481.and adjusted by the National Geodetic Survey in September 1995..
 AA8481
 AA8481.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8481.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8481
 AA8481.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8481
 AA8481.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8481
 AA8481.The ellipsoidal height was determined by GPS observations
 AA8481.and is referenced to NAD 83.
 AA8481
 AA8481.The geoid height was determined by GEOID03.
 AA8481
 AA8481;                    North         East     Units Scale Factor Converg.
 AA8481;SPC AL W     -   146,468.787   541,593.360   MT  0.99997539   -0 19 08.4
 AA8481;UTM  16      - 3,465,578.122   394,037.257   MT  0.99973849   -0 34 44.2
 AA8481
 AA8481!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8481!SPC AL W     -   0.99999722  x   0.99997539  =   0.99997261
 AA8481!UTM  16      -   0.99999722  x   0.99973849  =   0.99973571
 AA8481
 AA8481|---------------------------------------------------------------------|
 AA8481| PID    Reference Object                     Distance      Geod. Az  |
 AA8481|                                                           dddmmss.s |
 AA8481| AA8482 65 24                               398.175 METERS 01215     |
 AA8481|---------------------------------------------------------------------|
 AA8481
 AA8481                          SUPERSEDED SURVEY CONTROL
 AA8481
 AA8481  ELLIP H (09/29/95)   17.72   (m)                       GP(       ) 3 2
 AA8481  NGVD 29 (09/29/95)   45.6    (m)          150.     (f) GPS OBS        
 AA8481
 AA8481.Superseded values are not recommended for survey control.
 AA8481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8481.See file dsdata.txt to determine how the superseded data were derived.
 AA8481
 AA8481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9403765578(NAD 83)
 AA8481_MARKER: DD = SURVEY DISK
 AA8481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8481_STAMPING: 65-23 1995
 AA8481_MARK LOGO: ALHD  
 AA8481_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8481+STABILITY: SURFACE MOTION
 AA8481_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8481+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8481
 AA8481  HISTORY     - Date     Condition        Report By
 AA8481  HISTORY     - 1995     MONUMENTED       ALHD
 AA8481
 AA8481                          STATION DESCRIPTION
 AA8481
 AA8481'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8481'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF A DIRT
 AA8481'ROAD ABOUT 12.90 MI (20.76 KM) SOUTHEAST OF CHATOM AND ABOUT 6.10 MI
 AA8481'(9.82 KM) NORTHWEST OF MCINTOSH. TO REACH THE STATION FROM THE
 AA8481'JUNCTION OF U.S. 43 AND AL 56 WEST (MILEPOST 54.15 ON U.S. 43 AND
 AA8481'MILEPOST 27.90 ON AL 56) IN WAGARVILLE, DRIVE SOUTH ON U.S. 43 FOR
 AA8481'7.65 MI (12.31 KM) TO MILEPOST 46.50 AND WASHINGTON COUNTY ROAD NO 20
 AA8481'RIGHT. TURN RIGHT ON WASHINGTON COUNTY ROAD NO 20 AND DRIVE WEST FOR
 AA8481'5.40 MI (8.69 KM) TO A DIRT ROAD RIGHT. TURN RIGHT ON THE DIRT ROAD
 AA8481'AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT. THE
 AA8481'STATION IS 22.0 FT (6.7 M) WEST OF THE CENTER OF THE DIRT ROAD, 271.0
 AA8481'FT (82.6 M) SOUTH OF A POWER POLE WITH ONE GUY WIRE, 2.3 FT (0.7 M)
 AA8481'EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8481'GROUND. STATION 65-24 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8482 ***********************************************************************
 AA8482  DESIGNATION -  65 24
 AA8482  PID         -  AA8482
 AA8482  STATE/COUNTY-  AL/WASHINGTON
 AA8482  USGS QUAD   -  MC INTOSH (1982)
 AA8482
 AA8482                         *CURRENT SURVEY CONTROL
 AA8482  ___________________________________________________________________
 AA8482* NAD 83(1992)-  31 19 23.85225(N)    088 06 45.95763(W)     ADJUSTED  
 AA8482* NAVD 88     -        45.8    (meters)     150.     (feet)  VERTCON   
 AA8482  ___________________________________________________________________
 AA8482  X           -     179,595.981 (meters)                     COMP
 AA8482  Y           -  -5,450,500.651 (meters)                     COMP
 AA8482  Z           -   3,296,574.977 (meters)                     COMP
 AA8482  LAPLACE CORR-          -2.35  (seconds)                    DEFLEC99
 AA8482  ELLIP HEIGHT-          17.85  (meters)          (07/29/02) GPS OBS
 AA8482  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 AA8482
 AA8482  HORZ ORDER  -  FIRST
 AA8482  ELLP ORDER  -  FOURTH    CLASS I
 AA8482
 AA8482.The horizontal coordinates were established by GPS observations
 AA8482.and adjusted by the National Geodetic Survey in September 1995..
 AA8482
 AA8482.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8482.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8482
 AA8482.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8482
 AA8482.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8482
 AA8482.The ellipsoidal height was determined by GPS observations
 AA8482.and is referenced to NAD 83.
 AA8482
 AA8482.The geoid height was determined by GEOID03.
 AA8482
 AA8482;                    North         East     Units Scale Factor Converg.
 AA8482;SPC AL W     -   146,857.418   541,679.971   MT  0.99997527   -0 19 06.8
 AA8482;UTM  16      - 3,465,966.264   394,125.609   MT  0.99973826   -0 34 42.8
 AA8482
 AA8482!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8482!SPC AL W     -   0.99999720  x   0.99997527  =   0.99997247
 AA8482!UTM  16      -   0.99999720  x   0.99973826  =   0.99973546
 AA8482
 AA8482|---------------------------------------------------------------------|
 AA8482| PID    Reference Object                     Distance      Geod. Az  |
 AA8482|                                                           dddmmss.s |
 AA8482| AA8481 65 23                               398.175 METERS 19215     |
 AA8482|---------------------------------------------------------------------|
 AA8482
 AA8482                          SUPERSEDED SURVEY CONTROL
 AA8482
 AA8482  ELLIP H (09/29/95)   17.89   (m)                       GP(       ) 3 2
 AA8482  NGVD 29 (09/29/95)   45.8    (m)          150.     (f) GPS OBS        
 AA8482
 AA8482.Superseded values are not recommended for survey control.
 AA8482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8482.See file dsdata.txt to determine how the superseded data were derived.
 AA8482
 AA8482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9412665966(NAD 83)
 AA8482_MARKER: DD = SURVEY DISK
 AA8482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8482_STAMPING: 65-24 1995
 AA8482_MARK LOGO: ALHD  
 AA8482_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8482+STABILITY: SURFACE MOTION
 AA8482_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8482+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8482
 AA8482  HISTORY     - Date     Condition        Report By
 AA8482  HISTORY     - 1995     MONUMENTED       ALHD
 AA8482
 AA8482                          STATION DESCRIPTION
 AA8482
 AA8482'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8482'THE STATION IS IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY OF A DIRT
 AA8482'ROAD ABOUT 12.80 MI (20.60 KM) SOUTHEAST OF CHATOM AND ABOUT 6.15 MI
 AA8482'(9.90 KM) NORTHWEST OF MCINTOSH. TO REACH THE STATION FROM THE
 AA8482'JUNCTION OF U.S. 43 AND AL 56 WEST (MILEPOST 54.15 ON U.S. 43 AND
 AA8482'MILEPOST 27.90 ON AL 56) IN WAGARVILLE, DRIVE SOUTH ON U.S. 43 FOR
 AA8482'7.65 MI (12.31 KM) TO MILEPOST 46.50 AND WASHINGTON COUNTY ROAD NO 20
 AA8482'RIGHT. TURN RIGHT ON WASHINGTON COUNTY ROAD NO 20 AND DRIVE WEST FOR
 AA8482'5.40 MI (8.69 KM) TO A DIRT ROAD RIGHT. TURN RIGHT ON THE DIRT ROAD
 AA8482'AND DRIVE NORTH FOR 0.30 MI (0.48 KM) TO THE STATION ON THE RIGHT. THE
 AA8482'STATION IS 21.4 FT (6.5 M) EAST OF THE CENTER OF THE DIRT ROAD, 69.5
 AA8482'FT (21.2 M) SOUTH OF AN ANGLE POWER POLE WITH TWO GUY WIRES, 136.0 FT
 AA8482'(41.5 M) SOUTH OF THE EAST POST OF A CABLE GATE LEADING INTO A CLEAR
 AA8482'CUT AREA, 142.3 FT (43.4 M) SOUTH OF THE WEST POST OF A CABLE GATE
 AA8482'LEADING INTO A CLEAR CUT AREA, 2.2 FT (0.7 M) WEST OF A CARSONITE
 AA8482'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 65-23 1995 MAY BE
 AA8482'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8483 ***********************************************************************
 AA8483  DESIGNATION -  65 25
 AA8483  PID         -  AA8483
 AA8483  STATE/COUNTY-  AL/WASHINGTON
 AA8483  USGS QUAD   -  SEABOARD (1982)
 AA8483
 AA8483                         *CURRENT SURVEY CONTROL
 AA8483  ___________________________________________________________________
 AA8483* NAD 83(1992)-  31 20 36.32187(N)    088 12 48.33262(W)     ADJUSTED  
 AA8483* NAVD 88     -        58.0    (meters)     190.     (feet)  VERTCON   
 AA8483  ___________________________________________________________________
 AA8483  X           -     169,984.177 (meters)                     COMP
 AA8483  Y           -  -5,449,658.256 (meters)                     COMP
 AA8483  Z           -   3,298,487.887 (meters)                     COMP
 AA8483  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 AA8483  ELLIP HEIGHT-          30.26  (meters)          (07/29/02) GPS OBS
 AA8483  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 AA8483
 AA8483  HORZ ORDER  -  FIRST
 AA8483  ELLP ORDER  -  FOURTH    CLASS I
 AA8483
 AA8483.The horizontal coordinates were established by GPS observations
 AA8483.and adjusted by the National Geodetic Survey in September 1995..
 AA8483
 AA8483.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8483.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8483
 AA8483.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8483
 AA8483.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8483
 AA8483.The ellipsoidal height was determined by GPS observations
 AA8483.and is referenced to NAD 83.
 AA8483
 AA8483.The geoid height was determined by GEOID03.
 AA8483
 AA8483;                    North         East     Units Scale Factor Converg.
 AA8483;SPC AL W     -   149,146.961   532,113.918   MT  0.99999016   -0 22 16.0
 AA8483;UTM  16      - 3,468,298.663   384,572.258   MT  0.99976434   -0 37 52.5
 AA8483
 AA8483!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8483!SPC AL W     -   0.99999525  x   0.99999016  =   0.99998541
 AA8483!UTM  16      -   0.99999525  x   0.99976434  =   0.99975959
 AA8483
 AA8483:                Primary Azimuth Mark                     Grid Az
 AA8483:SPC AL W     -  65 26                                    336 23 15.9
 AA8483:UTM  16      -  65 26                                    336 38 52.4
 AA8483
 AA8483|---------------------------------------------------------------------|
 AA8483| PID    Reference Object                     Distance      Geod. Az  |
 AA8483|                                                           dddmmss.s |
 AA8483| AA8484 65 26                               438.373 METERS 3360059.9 |
 AA8483|---------------------------------------------------------------------|
 AA8483
 AA8483                          SUPERSEDED SURVEY CONTROL
 AA8483
 AA8483  ELLIP H (09/29/95)   30.30   (m)                       GP(       ) 3 2
 AA8483  NGVD 29 (09/29/95)   58.0    (m)          190.     (f) GPS OBS        
 AA8483
 AA8483.Superseded values are not recommended for survey control.
 AA8483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8483.See file dsdata.txt to determine how the superseded data were derived.
 AA8483
 AA8483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8457268299(NAD 83)
 AA8483_MARKER: DD = SURVEY DISK
 AA8483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8483_STAMPING: 65-25 1995
 AA8483_MARK LOGO: ALHD  
 AA8483_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8483+STABILITY: SURFACE MOTION
 AA8483_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8483+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8483
 AA8483  HISTORY     - Date     Condition        Report By
 AA8483  HISTORY     - 1995     MONUMENTED       ALHD
 AA8483
 AA8483                          STATION DESCRIPTION
 AA8483
 AA8483'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8483'THE STATION IS IN WASHINGTON COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 AA8483'WASHINGTON COUNTY ROAD NO 25 ABOUT 8.65 MI (13.92 KM) SOUTH OF CHATOM
 AA8483'AND ABOUT 11.95 MI (19.23 KM) WEST-NORTHWEST OF MCINTOSH. TO REACH THE
 AA8483'STATION FROM THE JUNCTION OF AL 17 AND AL 56 EAST (MILEPOST 61.10 ON
 AA8483'AL 17 AND MILEPOST 13.50 ON AL 56) IN CHATOM, DRIVE SOUTH ON AL 17 FOR
 AA8483'7.40 MI (11.91 KM) TO MILEPOST 53.70 AND WASHINGTON COUNTY ROAD NO 20
 AA8483'LEFT. TURN LEFT ON WASHINGTON COUNTY ROAD NO 20 AND DRIVE EAST FOR
 AA8483'1.70 MI (2.74 KM) TO WASHINGTON COUNTY ROAD NO 25 RIGHT. TURN RIGHT ON
 AA8483'WASHINGTON COUNTY ROAD NO 25 AND DRIVE SOUTHEAST FOR 1.00 MI (1.61 KM)
 AA8483'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M)
 AA8483'EAST-NORTHEAST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA8483'TREATED WOOD POSTS, 39.0 FT (11.9 M) WEST-SOUTHWEST OF THE CENTER OF
 AA8483'WASHINGTON COUNTY ROAD NO 25, 68.6 FT (20.9 M) NORTH-NORTHWEST OF A
 AA8483'CONCRETE RIGHT OF WAY MARKER, 101.2 FT (30.8 M) WEST OF A JUNCTION
 AA8483'POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 104.2 FT (31.8 M) WEST
 AA8483'OF A CONCRETE RIGHT OF WAY MARKER ACROSS THE ROAD, 164.4 FT (50.1 M)
 AA8483'NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO 2 15R 6, 180.0 FT (54.9
 AA8483'M) SOUTH OF THE SOUTH END OF A FOUR FOOT CHAIN LINK FENCE ACROSS THE
 AA8483'ROAD, 3.4 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA8483'FLUSH WITH THE GROUND. STATION 65-26 1995 MAY BE USED AS AN AZIMUTH
 AA8483'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8484 ***********************************************************************
 AA8484  DESIGNATION -  65 26
 AA8484  PID         -  AA8484
 AA8484  STATE/COUNTY-  AL/WASHINGTON
 AA8484  USGS QUAD   -  SEABOARD (1982)
 AA8484
 AA8484                         *CURRENT SURVEY CONTROL
 AA8484  ___________________________________________________________________
 AA8484* NAD 83(1992)-  31 20 49.32644(N)    088 12 55.07382(W)     ADJUSTED  
 AA8484* NAVD 88     -        59.4    (meters)     195.     (feet)  VERTCON   
 AA8484  ___________________________________________________________________
 AA8484  X           -     169,799.618 (meters)                     COMP
 AA8484  Y           -  -5,449,456.746 (meters)                     COMP
 AA8484  Z           -   3,298,830.678 (meters)                     COMP
 AA8484  LAPLACE CORR-          -1.93  (seconds)                    DEFLEC99
 AA8484  ELLIP HEIGHT-          31.65  (meters)          (07/29/02) GPS OBS
 AA8484  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 AA8484
 AA8484  HORZ ORDER  -  FIRST
 AA8484  ELLP ORDER  -  FOURTH    CLASS I
 AA8484
 AA8484.The horizontal coordinates were established by GPS observations
 AA8484.and adjusted by the National Geodetic Survey in September 1995..
 AA8484
 AA8484.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8484.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8484
 AA8484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8484
 AA8484.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8484
 AA8484.The ellipsoidal height was determined by GPS observations
 AA8484.and is referenced to NAD 83.
 AA8484
 AA8484.The geoid height was determined by GEOID03.
 AA8484
 AA8484;                    North         East     Units Scale Factor Converg.
 AA8484;SPC AL W     -   149,548.629   531,938.332   MT  0.99999045   -0 22 19.7
 AA8484;UTM  16      - 3,468,701.032   384,398.536   MT  0.99976483   -0 37 56.3
 AA8484
 AA8484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8484!SPC AL W     -   0.99999503  x   0.99999045  =   0.99998548
 AA8484!UTM  16      -   0.99999503  x   0.99976483  =   0.99975986
 AA8484
 AA8484:                Primary Azimuth Mark                     Grid Az
 AA8484:SPC AL W     -  65 25                                    156 23 16.1
 AA8484:UTM  16      -  65 25                                    156 38 52.7
 AA8484
 AA8484|---------------------------------------------------------------------|
 AA8484| PID    Reference Object                     Distance      Geod. Az  |
 AA8484|                                                           dddmmss.s |
 AA8484| AA8483 65 25                               438.373 METERS 1560056.4 |
 AA8484|---------------------------------------------------------------------|
 AA8484
 AA8484                          SUPERSEDED SURVEY CONTROL
 AA8484
 AA8484  ELLIP H (09/29/95)   31.69   (m)                       GP(       ) 3 2
 AA8484  NGVD 29 (09/29/95)   59.4    (m)          195.     (f) GPS OBS        
 AA8484
 AA8484.Superseded values are not recommended for survey control.
 AA8484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8484.See file dsdata.txt to determine how the superseded data were derived.
 AA8484
 AA8484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8439968701(NAD 83)
 AA8484_MARKER: DD = SURVEY DISK
 AA8484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8484_STAMPING: 65-26 1995
 AA8484_MARK LOGO: ALHD  
 AA8484_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8484+STABILITY: SURFACE MOTION
 AA8484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8484+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8484
 AA8484  HISTORY     - Date     Condition        Report By
 AA8484  HISTORY     - 1995     MONUMENTED       ALHD
 AA8484
 AA8484                          STATION DESCRIPTION
 AA8484
 AA8484'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8484'THE STATION IS IN WASHINGTON COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA8484'WASHINGTON COUNTY ROAD NO 25 ABOUT 8.40 MI (13.52 KM) SOUTH OF CHATOM
 AA8484'AND ABOUT 12.10 MI (19.47 KM) WEST-NORTHWEST OF MCINTOSH. TO REACH THE
 AA8484'STATION FROM THE JUNCTION OF AL 17 AND AL 56 EAST (MILEPOST 61.10 ON
 AA8484'AL 17 AND MILEPOST 13.50 ON AL 56) IN CHATOM, DRIVE SOUTH ON AL 17 FOR
 AA8484'7.40 MI (11.91 KM) TO MILEPOST 53.70 AND WASHINGTON COUNTY ROAD NO 20
 AA8484'LEFT. TURN LEFT ON WASHINGTON COUNTY ROAD NO 20 AND DRIVE EAST FOR
 AA8484'1.70 MI (2.74 KM) TO WASHINGTON COUNTY ROAD NO 25 RIGHT. TURN RIGHT ON
 AA8484'WASHINGTON COUNTY ROAD NO 25 AND DRIVE SOUTHEAST FOR 0.75 MI (1.21 KM)
 AA8484'TO THE STATION ON THE LEFT IN FRONT OF CHALKER UNITED METHODIST
 AA8484'CHURCH. THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A FOUR FOOT
 AA8484'CHAIN LINK FENCE, 36.0 FT (11.0 M) SOUTH-SOUTHEAST OF A JUNCTION POWER
 AA8484'POLE WITH ONE GUY WIRE AND ONE TRANSFORMER, 38.0 FT (11.6 M)
 AA8484'EAST-NORTHEAST OF THE CENTER OF WASHINGTON COUNTY ROAD NO 25, 79.5 FT
 AA8484'(24.2 M) SOUTHWEST OF A TWENTY-INCH OAK TREE IN A CHURCHYARD, 81.7 FT
 AA8484'(24.9 M) SOUTH-SOUTHEAST OF THE SOUTH END OF A BRICK MONUMENT FOR
 AA8484'CHALKER MEMORIAL UNITED METHODIST CHURCH, 98.5 FT (30.0 M)
 AA8484'NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO 2 15R 4 ACROSS THE
 AA8484'ROAD, 132.0 FT (40.2 M) NORTH-NORTHWEST OF THE SOUTH END OF A FOUR
 AA8484'FOOT CHAIN LINK FENCE, 3.2 FT (1.0 M) SOUTHWEST OF A CARSONITE WITNESS
 AA8484'POST, AND SET FLUSH WITH THE GROUND. STATION 65-25 1995 MAY BE USED AS
 AA8484'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8485 ***********************************************************************
 AA8485  DESIGNATION -  65 27
 AA8485  PID         -  AA8485
 AA8485  STATE/COUNTY-  AL/WASHINGTON
 AA8485  USGS QUAD   -  CHATOM (1974)
 AA8485
 AA8485                         *CURRENT SURVEY CONTROL
 AA8485  ___________________________________________________________________
 AA8485* NAD 83(1992)-  31 24 34.23365(N)    088 20 02.37398(W)     ADJUSTED  
 AA8485* NAVD 88     -        81.6    (meters)     268.     (feet)  VERTCON   
 AA8485  ___________________________________________________________________
 AA8485  X           -     158,405.813 (meters)                     COMP
 AA8485  Y           -  -5,446,210.777 (meters)                     COMP
 AA8485  Z           -   3,304,756.255 (meters)                     COMP
 AA8485  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 AA8485  ELLIP HEIGHT-          54.15  (meters)          (07/29/02) GPS OBS
 AA8485  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA8485
 AA8485  HORZ ORDER  -  FIRST
 AA8485  ELLP ORDER  -  FOURTH    CLASS I
 AA8485
 AA8485.The horizontal coordinates were established by GPS observations
 AA8485.and adjusted by the National Geodetic Survey in September 1995..
 AA8485
 AA8485.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8485.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8485
 AA8485.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8485
 AA8485.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8485
 AA8485.The ellipsoidal height was determined by GPS observations
 AA8485.and is referenced to NAD 83.
 AA8485
 AA8485.The geoid height was determined by GEOID03.
 AA8485
 AA8485;                    North         East     Units Scale Factor Converg.
 AA8485;SPC AL W     -   156,554.839   520,696.539   MT  1.00001088   -0 26 04.8
 AA8485;UTM  16      - 3,475,756.718   373,191.158   MT  0.99979834   -0 41 43.1
 AA8485
 AA8485!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8485!SPC AL W     -   0.99999150  x   1.00001088  =   1.00000238
 AA8485!UTM  16      -   0.99999150  x   0.99979834  =   0.99978984
 AA8485
 AA8485:                Primary Azimuth Mark                     Grid Az
 AA8485:SPC AL W     -  65 28                                    079 33 37.9
 AA8485:UTM  16      -  65 28                                    079 49 16.2
 AA8485
 AA8485|---------------------------------------------------------------------|
 AA8485| PID    Reference Object                     Distance      Geod. Az  |
 AA8485|                                                           dddmmss.s |
 AA8485| AA8486 65 28                               451.183 METERS 0790733.1 |
 AA8485|---------------------------------------------------------------------|
 AA8485
 AA8485                          SUPERSEDED SURVEY CONTROL
 AA8485
 AA8485  ELLIP H (09/29/95)   54.19   (m)                       GP(       ) 3 2
 AA8485  NGVD 29 (09/29/95)   81.6    (m)          268.     (f) GPS OBS        
 AA8485
 AA8485.Superseded values are not recommended for survey control.
 AA8485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8485.See file dsdata.txt to determine how the superseded data were derived.
 AA8485
 AA8485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7319175757(NAD 83)
 AA8485_MARKER: DD = SURVEY DISK
 AA8485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8485_STAMPING: 65-27 1995
 AA8485_MARK LOGO: ALHD  
 AA8485_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8485+STABILITY: SURFACE MOTION
 AA8485_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8485+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8485
 AA8485  HISTORY     - Date     Condition        Report By
 AA8485  HISTORY     - 1995     MONUMENTED       ALHD
 AA8485
 AA8485                          STATION DESCRIPTION
 AA8485
 AA8485'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8485'THE STATION IS IN WASHINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8485'WASHINGTON COUNTY ROAD NO 1 ABOUT 6.15 MI (9.90 KM) SOUTHWEST OF
 AA8485'CHATOM AND ABOUT 15.35 MI (24.70 KM) SOUTH OF MILLRY. TO REACH THE
 AA8485'STATION FROM THE JUNCTION OF AL 17 AND AL 56 WEST (MILEPOST 61.15 ON
 AA8485'AL 17 AND MILEPOST 13.45 ON AL 56) IN CHATOM, DRIVE WEST ON AL 56 FOR
 AA8485'0.40 MI (0.64 KM) TO MILEPOST 13.05 AND WASHINGTON COUNTY ROAD NO 1
 AA8485'LEFT. TURN LEFT ON WASHINGTON COUNTY ROAD NO 1 AND DRIVE SOUTHWEST FOR
 AA8485'6.35 MI (10.22 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA8485'(0.9 M) NORTH OF A DOUBLE HOG WIRE FENCE WITH ONE STRAND OF BARBED
 AA8485'WIRE ON OLD WOOD POSTS, 8.0 FT (2.4 M) SOUTHWEST OF TELEPHONE CABLE
 AA8485'PEDESTAL NO D 13L 38 LP9, 13.0 FT (4.0 M) EAST-NORTHEAST OF THE
 AA8485'NORTHWEST FENCE CORNER OF THE DOUBLE HOG WIRE FENCE WITH ONE STRAND OF
 AA8485'BARBED WIRE ON OLD WOOD POSTS, 40.5 FT (12.3 M) SOUTH OF THE CENTER OF
 AA8485'WASHINGTON COUNTY ROAD NO 1, 51.7 FT (15.8 M) EAST OF A BLACK METAL
 AA8485'MAILBOX ON A FOUR BY FOUR CONCRETE POST (EDGAR E. WILLIAMS), 120.6 FT
 AA8485'(36.8 M) SOUTHEAST OF THE EAST POST OF A METAL GATE ACROSS THE ROAD,
 AA8485'127.0 FT (38.7 M) SOUTHEAST OF THE WEST POST OF A METAL GATE ACROSS
 AA8485'THE ROAD, 3.2 FT (1.0 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA8485'SET FLUSH WITH THE GROUND. STATION 65-28 1995 MAY BE USED AS AN
 AA8485'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8486 ***********************************************************************
 AA8486  DESIGNATION -  65 28
 AA8486  PID         -  AA8486
 AA8486  STATE/COUNTY-  AL/WASHINGTON
 AA8486  USGS QUAD   -  CHATOM (1974)
 AA8486
 AA8486                         *CURRENT SURVEY CONTROL
 AA8486  ___________________________________________________________________
 AA8486* NAD 83(1992)-  31 24 36.99696(N)    088 19 45.59992(W)     ADJUSTED  
 AA8486* NAVD 88     -        84.0    (meters)     276.     (feet)  VERTCON   
 AA8486  ___________________________________________________________________
 AA8486  X           -     158,847.481 (meters)                     COMP
 AA8486  Y           -  -5,446,155.589 (meters)                     COMP
 AA8486  Z           -   3,304,830.143 (meters)                     COMP
 AA8486  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 AA8486  ELLIP HEIGHT-          56.55  (meters)          (07/29/02) GPS OBS
 AA8486  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AA8486
 AA8486  HORZ ORDER  -  FIRST
 AA8486  ELLP ORDER  -  FOURTH    CLASS I
 AA8486
 AA8486.The horizontal coordinates were established by GPS observations
 AA8486.and adjusted by the National Geodetic Survey in September 1995..
 AA8486
 AA8486.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8486.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8486
 AA8486.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8486
 AA8486.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8486
 AA8486.The ellipsoidal height was determined by GPS observations
 AA8486.and is referenced to NAD 83.
 AA8486
 AA8486.The geoid height was determined by GEOID03.
 AA8486
 AA8486;                    North         East     Units Scale Factor Converg.
 AA8486;SPC AL W     -   156,636.593   521,140.258   MT  1.00001001   -0 25 56.1
 AA8486;UTM  16      - 3,475,836.435   373,635.150   MT  0.99979695   -0 41 34.4
 AA8486
 AA8486!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8486!SPC AL W     -   0.99999112  x   1.00001001  =   1.00000113
 AA8486!UTM  16      -   0.99999112  x   0.99979695  =   0.99978807
 AA8486
 AA8486:                Primary Azimuth Mark                     Grid Az
 AA8486:SPC AL W     -  65 27                                    259 33 38.0
 AA8486:UTM  16      -  65 27                                    259 49 16.3
 AA8486
 AA8486|---------------------------------------------------------------------|
 AA8486| PID    Reference Object                     Distance      Geod. Az  |
 AA8486|                                                           dddmmss.s |
 AA8486| AA8485 65 27                               451.183 METERS 2590741.9 |
 AA8486|---------------------------------------------------------------------|
 AA8486
 AA8486                          SUPERSEDED SURVEY CONTROL
 AA8486
 AA8486  ELLIP H (09/29/95)   56.59   (m)                       GP(       ) 3 2
 AA8486  NGVD 29 (09/29/95)   84.0    (m)          276.     (f) GPS OBS        
 AA8486
 AA8486.Superseded values are not recommended for survey control.
 AA8486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8486.See file dsdata.txt to determine how the superseded data were derived.
 AA8486
 AA8486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7363575836(NAD 83)
 AA8486_MARKER: DD = SURVEY DISK
 AA8486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8486_STAMPING: 65-28 1995
 AA8486_MARK LOGO: ALHD  
 AA8486_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8486+STABILITY: SURFACE MOTION
 AA8486_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8486+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8486
 AA8486  HISTORY     - Date     Condition        Report By
 AA8486  HISTORY     - 1995     MONUMENTED       ALHD
 AA8486
 AA8486                          STATION DESCRIPTION
 AA8486
 AA8486'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8486'THE STATION IS IN WASHINGTON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8486'WASHINGTON COUNTY ROAD NO 1 ABOUT 5.85 MI (9.41 KM) SOUTHWEST OF
 AA8486'CHATOM AND ABOUT 15.25 MI (24.54 KM) SOUTH OF MILLRY. TO REACH THE
 AA8486'STATION FROM THE JUNCTION OF AL 17 AND AL 56 WEST (MILEPOST 61.15 ON
 AA8486'AL 17 AND MILEPOST 13.45 ON AL 56) IN CHATOM, DRIVE WEST ON AL 56 FOR
 AA8486'0.40 MI (0.64 KM) TO MILEPOST 13.05 AND WASHINGTON COUNTY ROAD NO 1
 AA8486'RIGHT. TURN RIGHT ON WASHINGTON COUNTY ROAD NO 1 AND DRIVE SOUTHWEST
 AA8486'FOR 6.05 MI (9.74 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.0
 AA8486'FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA8486'RUSTY METAL POSTS, 38.4 FT (11.7 M) NORTH OF THE CENTER OF WASHINGTON
 AA8486'COUNTY ROAD NO 1, 78.7 FT (24.0 M) WEST OF A JUNCTION POWER POLE WITH
 AA8486'ONE GUY WIRE AND ONE TRANSFORMER, 88.6 FT (27.0 M) NORTHWEST OF THE
 AA8486'WEST POST OF A METAL GATE ACROSS THE ROAD, 95.7 FT (29.2 M) NORTHWEST
 AA8486'OF THE EAST POST OF A METAL GATE ACROSS THE ROAD, 106.0 FT (32.3 M)
 AA8486'WEST OF THE SOUTH END OF A WHITE WOOD BOARD FENCE, 3.3 FT (1.0 M)
 AA8486'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8486'GROUND. STATION 65-27 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8487 ***********************************************************************
 AA8487  DESIGNATION -  65 29
 AA8487  PID         -  AA8487
 AA8487  STATE/COUNTY-  AL/WASHINGTON
 AA8487  USGS QUAD   -  CHATOM (1974)
 AA8487
 AA8487                         *CURRENT SURVEY CONTROL
 AA8487  ___________________________________________________________________
 AA8487* NAD 83(1992)-  31 27 53.35531(N)    088 15 36.77483(W)     ADJUSTED  
 AA8487* NAVD 88     -        60.3    (meters)     198.     (feet)  VERTCON   
 AA8487  ___________________________________________________________________
 AA8487  X           -     165,320.887 (meters)                     COMP
 AA8487  Y           -  -5,442,786.867 (meters)                     COMP
 AA8487  Z           -   3,309,977.702 (meters)                     COMP
 AA8487  LAPLACE CORR-          -1.78  (seconds)                    DEFLEC99
 AA8487  ELLIP HEIGHT-          32.76  (meters)          (07/29/02) GPS OBS
 AA8487  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AA8487
 AA8487  HORZ ORDER  -  FIRST
 AA8487  ELLP ORDER  -  FOURTH    CLASS I
 AA8487
 AA8487.The horizontal coordinates were established by GPS observations
 AA8487.and adjusted by the National Geodetic Survey in September 1995..
 AA8487
 AA8487.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8487.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8487
 AA8487.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8487
 AA8487.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8487
 AA8487.The ellipsoidal height was determined by GPS observations
 AA8487.and is referenced to NAD 83.
 AA8487
 AA8487.The geoid height was determined by GEOID03.
 AA8487
 AA8487;                    North         East     Units Scale Factor Converg.
 AA8487;SPC AL W     -   162,636.591   527,754.605   MT  0.99999769   -0 23 48.6
 AA8487;UTM  16      - 3,481,804.963   380,275.303   MT  0.99977679   -0 39 28.4
 AA8487
 AA8487!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8487!SPC AL W     -   0.99999486  x   0.99999769  =   0.99999255
 AA8487!UTM  16      -   0.99999486  x   0.99977679  =   0.99977165
 AA8487
 AA8487:                Primary Azimuth Mark                     Grid Az
 AA8487:SPC AL W     -  65 30                                    090 12 03.1
 AA8487:UTM  16      -  65 30                                    090 27 42.9
 AA8487
 AA8487|---------------------------------------------------------------------|
 AA8487| PID    Reference Object                     Distance      Geod. Az  |
 AA8487|                                                           dddmmss.s |
 AA8487| AA8488 65 30                               426.388 METERS 0894814.5 |
 AA8487|---------------------------------------------------------------------|
 AA8487
 AA8487                          SUPERSEDED SURVEY CONTROL
 AA8487
 AA8487  ELLIP H (09/29/95)   32.79   (m)                       GP(       ) 3 2
 AA8487  NGVD 29 (09/29/95)   60.2    (m)          198.     (f) GPS OBS        
 AA8487
 AA8487.Superseded values are not recommended for survey control.
 AA8487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8487.See file dsdata.txt to determine how the superseded data were derived.
 AA8487
 AA8487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8027581805(NAD 83)
 AA8487_MARKER: DD = SURVEY DISK
 AA8487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8487_STAMPING: 65-29 1995
 AA8487_MARK LOGO: ALHD  
 AA8487_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8487+STABILITY: SURFACE MOTION
 AA8487_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8487+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8487
 AA8487  HISTORY     - Date     Condition        Report By
 AA8487  HISTORY     - 1995     MONUMENTED       ALHD
 AA8487
 AA8487                          STATION DESCRIPTION
 AA8487
 AA8487'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8487'THE STATION IS IN WASHINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF AL 56
 AA8487'IN CHATOM. TO REACH THE STATION FROM THE JUNCTION OF AL 17 AND AL 56
 AA8487'WEST (MILEPOST 61.15 ON AL 17 AND MILEPOST 13.45 ON AL 56) IN CHATOM,
 AA8487'DRIVE WEST ON AL 56 FOR 0.30 MI (0.48 KM) TO MILEPOST 13.15 AND THE
 AA8487'STATION ON THE LEFT. THE STATION IS 16.6 FT (5.1 M) NORTH OF THE
 AA8487'CENTER OF A CONCRETE SIDEWALK, 32.4 FT (9.9 M) SOUTH OF THE CENTERLINE
 AA8487'OF AL 56, 72.3 FT (22.0 M) NORTHEAST OF A NIGHT LIGHT AT THE NORTHWEST
 AA8487'CORNER OF A CHURCH PARKING LOT, 78.4 FT (23.9 M) WEST OF THE CENTER OF
 AA8487'A CONCRETE DRIVEWAY LEADING TO A CHURCH PARKING LOT, 80.8 FT (24.6 M)
 AA8487'EAST OF TELEPHONE CABLE PEDESTAL NO D 11, 99.0 FT (30.2 M) EAST OF A
 AA8487'JUNCTION POWER AND CABLE POLE, 107.9 FT (32.9 M) EAST OF A PINEHURST
 AA8487'ST / CENTRAL AV STREET SIGN, 161.0 FT (49.1 M) WEST OF A FIRE HYDRANT,
 AA8487'182.6 FT (55.7 M) WEST OF TELEPHONE CABLE PEDESTAL NO D 9, 183.3 FT
 AA8487'(55.9 M) WEST OF A JUNCTION POWER AND CABLE POLE WITH ONE GUY WIRE AND
 AA8487'A STREET LIGHT, AND SET FLUSH WITH THE GROUND. STATION 65-30 1995 MAY
 AA8487'BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1853 ***********************************************************************
 BV1853  DESIGNATION -  65 3
 BV1853  PID         -  BV1853
 BV1853  STATE/COUNTY-  AL/WASHINGTON
 BV1853  USGS QUAD   -  RUTAN (1982)
 BV1853
 BV1853                         *CURRENT SURVEY CONTROL
 BV1853  ___________________________________________________________________
 BV1853* NAD 83(1992)-  31 28 06.80303(N)    088 08 11.07647(W)     ADJUSTED  
 BV1853* NAVD 88     -        33.8    (meters)     111.     (feet)  VERTCON   
 BV1853  ___________________________________________________________________
 BV1853  X           -     177,073.533 (meters)                     COMP
 BV1853  Y           -  -5,442,178.152 (meters)                     COMP
 BV1853  Z           -   3,310,317.080 (meters)                     COMP
 BV1853  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 BV1853  ELLIP HEIGHT-           6.14  (meters)          (07/29/02) GPS OBS
 BV1853  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BV1853
 BV1853  HORZ ORDER  -  FIRST
 BV1853  ELLP ORDER  -  FOURTH    CLASS I
 BV1853
 BV1853.The horizontal coordinates were established by GPS observations
 BV1853.and adjusted by the National Geodetic Survey in December 1992..
 BV1853
 BV1853.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1853.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1853
 BV1853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1853
 BV1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1853
 BV1853.The ellipsoidal height was determined by GPS observations
 BV1853.and is referenced to NAD 83.
 BV1853
 BV1853.The geoid height was determined by GEOID03.
 BV1853
 BV1853;                    North         East     Units Scale Factor Converg.
 BV1853;SPC AL W     -   162,975.901   539,522.797   MT  0.99997843   -0 19 56.0
 BV1853;UTM  16      - 3,482,090.585   392,042.239   MT  0.99974375   -0 35 35.9
 BV1853
 BV1853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1853!SPC AL W     -   0.99999904  x   0.99997843  =   0.99997747
 BV1853!UTM  16      -   0.99999904  x   0.99974375  =   0.99974279
 BV1853
 BV1853:                Primary Azimuth Mark                     Grid Az
 BV1853:SPC AL W     -  65 4                                     062 59 51.8
 BV1853:UTM  16      -  65 4                                     063 15 31.7
 BV1853
 BV1853|---------------------------------------------------------------------|
 BV1853| PID    Reference Object                     Distance      Geod. Az  |
 BV1853|                                                           dddmmss.s |
 BV1853| BV1854 65 4                                APPROX. 0.5 KM 0623955.8 |
 BV1853|---------------------------------------------------------------------|
 BV1853
 BV1853                          SUPERSEDED SURVEY CONTROL
 BV1853
 BV1853  ELLIP H (12/04/92)    6.19   (m)                       GP(       ) 4 1
 BV1853  NAD 83(1986)-  31 28 06.81948(N)    088 08 11.07978(W) AD(       ) 1
 BV1853  NGVD 29 (12/04/92)   33.8    (m)          111.     (f) GPS OBS        
 BV1853
 BV1853.Superseded values are not recommended for survey control.
 BV1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1853.See file dsdata.txt to determine how the superseded data were derived.
 BV1853
 BV1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9204282091(NAD 83)
 BV1853_MARKER: DD = SURVEY DISK
 BV1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1853_SP_SET: CONCRETE POST
 BV1853_STAMPING: 65-3 1991
 BV1853_MARK LOGO: ALHD  
 BV1853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1853+STABILITY: SURFACE MOTION
 BV1853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1853+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BV1853
 BV1853  HISTORY     - Date     Condition        Report By
 BV1853  HISTORY     - 1991     MONUMENTED       ALHD
 BV1853
 BV1853                          STATION DESCRIPTION
 BV1853
 BV1853'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1853'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE SOUTH RIGHT OF WAY
 BV1853'OF WASHINGTON COUNTY ROAD NO. 12, ABOUT 6.60 MI (10.62 KM) WEST -
 BV1853'NORTHWEST OF WAGERVILLE AND ABOUT 6.75 MI (10.86 KM) EAST OF CHATOM.
 BV1853'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 56 (MILE POST
 BV1853'13.50 ON ALA 56) IN CHATOM, DRIVE EAST ON ALA 56 FOR 9.05 MI
 BV1853'(14.56 KM) TO MILE POST 22.55 AND WASHINGTON COUNTY ROAD NO. 12 ON
 BV1853'THE LEFT, TURN LEFT ON WASHINGTON COUNTY ROAD NO. 12 AND DRIVE NORTH
 BV1853'AND THEN WEST FOR 2.05 MI (3.30 KM) TO THE STATION ON THE LEFT.
 BV1853'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FIVE STRAND BARBED
 BV1853'WIRE FENCE ON TREATED WOOD POSTS, 27.2 FT (8.3 M) WEST OF THE
 BV1853'NORTHEAST CORNER OF THE FENCE, 31.2 FT (9.5 M) SOUTH-SOUTHEAST OF THE
 BV1853'CENTERLINE OF WASHINGTON COUNTY ROAD NO. 12, 2.8 FT (0.9 M) NORTH OF
 BV1853'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BV1853'STATION 65-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8488 ***********************************************************************
 AA8488  DESIGNATION -  65 30
 AA8488  PID         -  AA8488
 AA8488  STATE/COUNTY-  AL/WASHINGTON
 AA8488  USGS QUAD   -  CHATOM (1974)
 AA8488
 AA8488                         *CURRENT SURVEY CONTROL
 AA8488  ___________________________________________________________________
 AA8488* NAD 83(1992)-  31 27 53.40238(N)    088 15 20.62350(W)     ADJUSTED  
 AA8488* NAVD 88     -        53.9    (meters)     177.     (feet)  VERTCON   
 AA8488  ___________________________________________________________________
 AA8488  X           -     165,746.890 (meters)                     COMP
 AA8488  Y           -  -5,442,767.727 (meters)                     COMP
 AA8488  Z           -   3,309,975.619 (meters)                     COMP
 AA8488  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 AA8488  ELLIP HEIGHT-          26.40  (meters)          (07/29/02) GPS OBS
 AA8488  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AA8488
 AA8488  HORZ ORDER  -  FIRST
 AA8488  ELLP ORDER  -  FOURTH    CLASS I
 AA8488
 AA8488.The horizontal coordinates were established by GPS observations
 AA8488.and adjusted by the National Geodetic Survey in September 1995..
 AA8488
 AA8488.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8488.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8488
 AA8488.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8488
 AA8488.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8488
 AA8488.The ellipsoidal height was determined by GPS observations
 AA8488.and is referenced to NAD 83.
 AA8488
 AA8488.The geoid height was determined by GEOID03.
 AA8488
 AA8488;                    North         East     Units Scale Factor Converg.
 AA8488;SPC AL W     -   162,635.097   528,180.989   MT  0.99999693   -0 23 40.2
 AA8488;UTM  16      - 3,481,801.527   380,701.582   MT  0.99977554   -0 39 19.9
 AA8488
 AA8488!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8488!SPC AL W     -   0.99999585  x   0.99999693  =   0.99999278
 AA8488!UTM  16      -   0.99999585  x   0.99977554  =   0.99977140
 AA8488
 AA8488:                Primary Azimuth Mark                     Grid Az
 AA8488:SPC AL W     -  65 29                                    270 12 03.1
 AA8488:UTM  16      -  65 29                                    270 27 42.8
 AA8488
 AA8488|---------------------------------------------------------------------|
 AA8488| PID    Reference Object                     Distance      Geod. Az  |
 AA8488|                                                           dddmmss.s |
 AA8488| AA8487 65 29                               426.388 METERS 2694822.9 |
 AA8488|---------------------------------------------------------------------|
 AA8488
 AA8488                          SUPERSEDED SURVEY CONTROL
 AA8488
 AA8488  ELLIP H (09/29/95)   26.44   (m)                       GP(       ) 3 2
 AA8488  NGVD 29 (09/29/95)   53.9    (m)          177.     (f) GPS OBS        
 AA8488
 AA8488.Superseded values are not recommended for survey control.
 AA8488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8488.See file dsdata.txt to determine how the superseded data were derived.
 AA8488
 AA8488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8070281802(NAD 83)
 AA8488_MARKER: DD = SURVEY DISK
 AA8488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8488_STAMPING: 65-30 1995
 AA8488_MARK LOGO: ALHD  
 AA8488_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8488+STABILITY: SURFACE MOTION
 AA8488_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8488+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8488
 AA8488  HISTORY     - Date     Condition        Report By
 AA8488  HISTORY     - 1995     MONUMENTED       ALHD
 AA8488
 AA8488                          STATION DESCRIPTION
 AA8488
 AA8488'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8488'THE STATION IS IN WASHINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF AL 56
 AA8488'IN CHATOM. TO REACH THE STATION FROM THE JUNCTION OF AL 17 AND AL 56
 AA8488'WEST (MILEPOST 61.15 ON AL 17 AND MILEPOST 13.45 ON AL 56) IN CHATOM,
 AA8488'DRIVE WEST ON AL 56 FOR 0.05 MI (0.08 KM) TO MILEPOST 13.40 AND THE
 AA8488'STATION ON THE LEFT. THE STATION IS 13.2 FT (4.0 M) NORTH OF THE
 AA8488'CENTER OF A CONCRETE SIDEWALK, 22.8 FT (6.9 M) EAST OF A JUNCTION AL
 AA8488'17 SIGN, 39.0 FT (11.9 M) SOUTH OF THE CENTERLINE OF AL 56, 26.0 FT
 AA8488'(7.9 M) NORTH-NORTHEAST OF THE EAST OF TWO OK SIGNS AT A USED CAR
 AA8488'SALES, 44.8 FT (13.7 M) WEST OF A YELLOW GAS PIPELINE WARNING SIGN,
 AA8488'72.4 FT (22.1 M) WEST OF A JUNCTION POWER AND CABLE POLE WITH ONE
 AA8488'NIGHT LIGHT, 76.8 FT (23.4 M) WEST OF TELEPHONE CABLE PEDESTAL NO CD
 AA8488'2, 106.5 FT (32.5 M) EAST-NORTHEAST OF THE WEST OF TWO OK SIGNS AT A
 AA8488'USED CAR SALES, 164.4 FT (50.1 M) EAST OF TELEPHONE CABLE PEDESTAL NO
 AA8488'D 3, 2.3 FT (0.7 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8488'WITH THE GROUND. STATION 65-29 1995 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8488'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8489 ***********************************************************************
 AA8489  DESIGNATION -  65 31
 AA8489  PID         -  AA8489
 AA8489  STATE/COUNTY-  AL/WASHINGTON
 AA8489  USGS QUAD   -  STATE LINE (1981)
 AA8489
 AA8489                         *CURRENT SURVEY CONTROL
 AA8489  ___________________________________________________________________
 AA8489* NAD 83(1992)-  31 25 32.64414(N)    088 26 36.33221(W)     ADJUSTED  
 AA8489* NAVD 88     -        80.6    (meters)     264.     (feet)  VERTCON   
 AA8489  ___________________________________________________________________
 AA8489  X           -     147,977.974 (meters)                     COMP
 AA8489  Y           -  -5,445,565.243 (meters)                     COMP
 AA8489  Z           -   3,306,291.066 (meters)                     COMP
 AA8489  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 AA8489  ELLIP HEIGHT-          53.30  (meters)          (07/29/02) GPS OBS
 AA8489  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 AA8489
 AA8489  HORZ ORDER  -  FIRST
 AA8489  ELLP ORDER  -  FOURTH    CLASS I
 AA8489
 AA8489.The horizontal coordinates were established by GPS observations
 AA8489.and adjusted by the National Geodetic Survey in September 1995..
 AA8489
 AA8489.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8489.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8489
 AA8489.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8489
 AA8489.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8489
 AA8489.The ellipsoidal height was determined by GPS observations
 AA8489.and is referenced to NAD 83.
 AA8489
 AA8489.The geoid height was determined by GEOID03.
 AA8489
 AA8489;                    North         East     Units Scale Factor Converg.
 AA8489;SPC AL W     -   158,437.947   510,305.724   MT  1.00003253   -0 29 30.9
 AA8489;UTM  16      - 3,477,686.689   362,811.163   MT  0.99983214   -0 45 09.8
 AA8489
 AA8489!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8489!SPC AL W     -   0.99999163  x   1.00003253  =   1.00002416
 AA8489!UTM  16      -   0.99999163  x   0.99983214  =   0.99982377
 AA8489
 AA8489                          SUPERSEDED SURVEY CONTROL
 AA8489
 AA8489  ELLIP H (09/29/95)   53.34   (m)                       GP(       ) 3 2
 AA8489  NGVD 29 (09/29/95)   80.6    (m)          264.     (f) GPS OBS        
 AA8489
 AA8489.Superseded values are not recommended for survey control.
 AA8489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8489.See file dsdata.txt to determine how the superseded data were derived.
 AA8489
 AA8489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6281177687(NAD 83)
 AA8489_MARKER: DD = SURVEY DISK
 AA8489_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8489_STAMPING: 65-31 1995
 AA8489_MARK LOGO: ALHD  
 AA8489_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8489_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8489+STABILITY: SURFACE MOTION
 AA8489_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8489+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8489
 AA8489  HISTORY     - Date     Condition        Report By
 AA8489  HISTORY     - 1995     MONUMENTED       ALHD
 AA8489
 AA8489                          STATION DESCRIPTION
 AA8489
 AA8489'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8489'THE STATION IS IN WASHINGTON COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA8489'U.S. 45 ABOUT 11.45 MI (18.43 KM) WEST OF CHATOM AND ABOUT 16.00 MI
 AA8489'(25.75 KM) SOUTH-SOUTHWEST OF MILLRY. TO REACH THE STATION FROM THE
 AA8489'JUNCTION OF U.S. 45, AL 17, AND AL 57 (MILEPOST 44.15 ON AL 17 AND
 AA8489'MILEPOST 0.00 ON AL 57) IN SOUTHWEST WASHINGTON COUNTY, DRIVE
 AA8489'NORTHWEST ON AL 57 AND U.S. 45 FOR 15.65 MI (25.19 KM) TO MILEPOST
 AA8489'15.65 AND THE STATION ON THE RIGHT. THE STATION IS 51.2 FT (15.6 M)
 AA8489'NORTHEAST OF THE CENTERLINE OF AL 57 AND U.S. 45, 83.8 FT (25.5 M)
 AA8489'NORTHWEST OF A JUNCTION POWER POLE WITH ONE GUY WIRE AND ONE
 AA8489'TRANSFORMER, 86.0 FT (26.2 M) NORTH-NORTHWEST OF THE CENTER OF A
 AA8489'GRAVEL DRIVEWAY LEADING TO A WOOD FRAME HOUSE WITH A TIN ROOF ACROSS
 AA8489'THE ROAD, 95.3 FT (29.0 M) EAST OF TELEPHONE CABLE PEDESTAL NO 4 A 29L
 AA8489'1R 5 ACROSS THE ROAD, 119.3 FT (36.4 M) EAST OF THE CENTER OF A GRAVEL
 AA8489'DRIVEWAY LEADING TO A MOBILE HOME, 218.0 FT (66.4 M) SOUTH-SOUTHEAST
 AA8489'OF A POWER POLE WITH ONE TRANSFORMER, 8.2 FT (2.5 M) WEST-SOUTHWEST OF
 AA8489'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 65-32
 AA8489'1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8490 ***********************************************************************
 AA8490  DESIGNATION -  65 32
 AA8490  PID         -  AA8490
 AA8490  STATE/COUNTY-  AL/WASHINGTON
 AA8490  USGS QUAD   -  STATE LINE (1981)
 AA8490
 AA8490                         *CURRENT SURVEY CONTROL
 AA8490  ___________________________________________________________________
 AA8490* NAD 83(1992)-  31 25 52.66444(N)    088 26 51.67161(W)     ADJUSTED  
 AA8490* NAVD 88     -        82.1    (meters)     269.     (feet)  VERTCON   
 AA8490  ___________________________________________________________________
 AA8490  X           -     147,564.325 (meters)                     COMP
 AA8490  Y           -  -5,445,256.107 (meters)                     COMP
 AA8490  Z           -   3,306,817.998 (meters)                     COMP
 AA8490  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AA8490  ELLIP HEIGHT-          54.80  (meters)          (07/29/02) GPS OBS
 AA8490  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 AA8490
 AA8490  HORZ ORDER  -  FIRST
 AA8490  ELLP ORDER  -  FOURTH    CLASS I
 AA8490
 AA8490.The horizontal coordinates were established by GPS observations
 AA8490.and adjusted by the National Geodetic Survey in September 1995..
 AA8490
 AA8490.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8490.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8490
 AA8490.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8490
 AA8490.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8490
 AA8490.The ellipsoidal height was determined by GPS observations
 AA8490.and is referenced to NAD 83.
 AA8490
 AA8490.The geoid height was determined by GEOID03.
 AA8490
 AA8490;                    North         East     Units Scale Factor Converg.
 AA8490;SPC AL W     -   159,058.038   509,905.925   MT  1.00003341   -0 29 39.2
 AA8490;UTM  16      - 3,478,308.469   362,414.270   MT  0.99983348   -0 45 18.2
 AA8490
 AA8490!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8490!SPC AL W     -   0.99999139  x   1.00003341  =   1.00002480
 AA8490!UTM  16      -   0.99999139  x   0.99983348  =   0.99982488
 AA8490
 AA8490                          SUPERSEDED SURVEY CONTROL
 AA8490
 AA8490  ELLIP H (09/29/95)   54.84   (m)                       GP(       ) 3 2
 AA8490  NGVD 29 (09/29/95)   82.1    (m)          269.     (f) GPS OBS        
 AA8490
 AA8490.Superseded values are not recommended for survey control.
 AA8490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8490.See file dsdata.txt to determine how the superseded data were derived.
 AA8490
 AA8490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6241478308(NAD 83)
 AA8490_MARKER: DD = SURVEY DISK
 AA8490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8490_STAMPING: 65-32 1995
 AA8490_MARK LOGO: ALHD  
 AA8490_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8490+STABILITY: SURFACE MOTION
 AA8490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8490+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8490
 AA8490  HISTORY     - Date     Condition        Report By
 AA8490  HISTORY     - 1995     MONUMENTED       ALHD
 AA8490
 AA8490                          STATION DESCRIPTION
 AA8490
 AA8490'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8490'THE STATION IS IN WASHINGTON COUNTY ON THE NORTHEAST RIGHT OF WAY OF
 AA8490'U.S. 45 ABOUT 11.60 MI (18.67 KM) WEST OF CHATOM AND ABOUT 15.80 MI
 AA8490'(25.43 KM) SOUTH-SOUTHWEST OF MILLRY. TO REACH THE STATION FROM THE
 AA8490'JUNCTION OF U.S. 45, AL 17, AND AL 57 (MILEPOST 44.15 ON AL 17 AND
 AA8490'MILEPOST 0.00 ON AL 57) IN SOUTHWEST WASHINGTON COUNTY, DRIVE
 AA8490'NORTHWEST ON U.S. 45 AND AL 57 FOR 16.10 MI (25.91 KM) TO MILEPOST
 AA8490'16.10 AND THE STATION ON THE RIGHT. THE STATION IS 5.8 FT (1.8 M)
 AA8490'WEST-SOUTHWEST OF A FIVE STRAND BARBED WIRE FENCE ON RUSTY METAL
 AA8490'POSTS, 50.3 FT (15.3 M) EAST-NORTHEAST OF THE CENTERLINE OF AL 57 AND
 AA8490'U.S. 45, 90.0 FT (27.4 M) NORTH OF A LIGHTS ON WHEN RAINING SIGN
 AA8490'ACROSS THE ROAD, 102.5 FT (31.2 M) SOUTH-SOUTHEAST OF A POWER POLE,
 AA8490'200.5 FT (61.1 M) NORTHWEST OF A POWER POLE, 200.7 FT (61.2 M)
 AA8490'SOUTHEAST OF A BUCKLE UP SIGN ACROSS THE ROAD, 6.3 FT (1.9 M)
 AA8490'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8490'STATION 65-31 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8491 ***********************************************************************
 AA8491  DESIGNATION -  65 33
 AA8491  PID         -  AA8491
 AA8491  STATE/COUNTY-  AL/WASHINGTON
 AA8491  USGS QUAD   -  WAGARVILLE (1982)
 AA8491
 AA8491                         *CURRENT SURVEY CONTROL
 AA8491  ___________________________________________________________________
 AA8491* NAD 83(1992)-  31 22 32.15921(N)    088 02 03.82225(W)     ADJUSTED  
 AA8491* NAVD 88     -        19.9    (meters)      65.     (feet)  VERTCON   
 AA8491  ___________________________________________________________________
 AA8491  X           -     186,946.923 (meters)                     COMP
 AA8491  Y           -  -5,447,212.232 (meters)                     COMP
 AA8491  Z           -   3,301,514.413 (meters)                     COMP
 AA8491  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 AA8491  ELLIP HEIGHT-          -8.10  (meters)          (07/29/02) GPS OBS
 AA8491  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 AA8491
 AA8491  HORZ ORDER  -  FIRST
 AA8491  ELLP ORDER  -  FOURTH    CLASS I
 AA8491
 AA8491.The horizontal coordinates were established by GPS observations
 AA8491.and adjusted by the National Geodetic Survey in September 1995..
 AA8491
 AA8491.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8491
 AA8491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8491
 AA8491.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8491
 AA8491.The ellipsoidal height was determined by GPS observations
 AA8491.and is referenced to NAD 83.
 AA8491
 AA8491.The geoid height was determined by GEOID03.
 AA8491
 AA8491;                    North         East     Units Scale Factor Converg.
 AA8491;SPC AL W     -   152,617.946   549,167.178   MT  0.99996519   -0 16 41.7
 AA8491;UTM  16      - 3,471,691.352   401,637.082   MT  0.99971933   -0 32 18.9
 AA8491
 AA8491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8491!SPC AL W     -   1.00000127  x   0.99996519  =   0.99996646
 AA8491!UTM  16      -   1.00000127  x   0.99971933  =   0.99972060
 AA8491
 AA8491                          SUPERSEDED SURVEY CONTROL
 AA8491
 AA8491  ELLIP H (09/29/95)   -8.06   (m)                       GP(       ) 3 2
 AA8491  NGVD 29 (09/29/95)   19.9    (m)           65.     (f) GPS OBS        
 AA8491
 AA8491.Superseded values are not recommended for survey control.
 AA8491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8491.See file dsdata.txt to determine how the superseded data were derived.
 AA8491
 AA8491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0163771691(NAD 83)
 AA8491_MARKER: DD = SURVEY DISK
 AA8491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8491_STAMPING: 65-33 1995
 AA8491_MARK LOGO: ALHD  
 AA8491_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8491+STABILITY: SURFACE MOTION
 AA8491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8491+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 AA8491
 AA8491  HISTORY     - Date     Condition        Report By
 AA8491  HISTORY     - 1995     MONUMENTED       ALHD
 AA8491  HISTORY     - 20040901 GOOD             JCLS
 AA8491
 AA8491                          STATION DESCRIPTION
 AA8491
 AA8491'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8491'THE STATION IS IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY OF U.S.
 AA8491'43 ABOUT 14.35 MI (23.09 KM) EAST-SOUTHEAST OF CHATOM AND ABOUT 7.45
 AA8491'MI (11.99 KM) NORTH OF MCINTOSH. TO REACH THE STATION FROM THE
 AA8491'JUNCTION OF U.S 43 AND AL 56 WEST (MILEPOST 54.15 ON U.S. 43 AND
 AA8491'MILEPOST 27.90 ON AL 56) IN WAGARVILLE, DRIVE SOUTH ON U.S. 43 FOR
 AA8491'4.90 MI (7.89 KM) TO MILEPOST 49.25 AND THE STATION ON THE LEFT. THE
 AA8491'STATION IS 3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND OF
 AA8491'BARBED WIRE ON RUSTY METAL POSTS, 84.2 FT (25.7 M) EAST OF THE
 AA8491'CENTERLINE OF THE NORTH BOUND LANES OF U.S. 43, 142.3 FT (43.4 M)
 AA8491'NORTH OF A POWER POLE WITH TWO GUY WIRES AND ONE TRANSFORMER, 171.5 FT
 AA8491'(52.3 M) SOUTH OF AN UNDERGROUND CABLE WARNING SIGN, 180.5 FT (55.0 M)
 AA8491'NORTH OF THE CENTER OF A DOUBLE METAL GATE IN THE FENCELINE, 188.6 FT
 AA8491'(57.5 M) NORTH OF THE NORTHEAST CORNER OF A STATE-OWNED WEIGHT CONTROL
 AA8491'OFFICE, 197.0 FT (60.0 M) NORTH OF THE NORTH END OF A GUARDRAIL IN
 AA8491'FRONT OF THE STATE-OWNED WEIGHT CONTROL OFFICE, 3.0 FT (0.9 M)
 AA8491'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8491'STATION 65-34 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA8491
 AA8491                          STATION RECOVERY (2004)
 AA8491
 AA8491'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 AA8491'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8492 ***********************************************************************
 AA8492  DESIGNATION -  65 34
 AA8492  PID         -  AA8492
 AA8492  STATE/COUNTY-  AL/WASHINGTON
 AA8492  USGS QUAD   -  WAGARVILLE (1982)
 AA8492
 AA8492                         *CURRENT SURVEY CONTROL
 AA8492  ___________________________________________________________________
 AA8492* NAD 83(1992)-  31 22 51.45876(N)    088 02 12.60623(W)     ADJUSTED  
 AA8492* NAVD 88     -        20.0    (meters)      66.     (feet)  VERTCON   
 AA8492  ___________________________________________________________________
 AA8492  X           -     186,704.349 (meters)                     COMP
 AA8492  Y           -  -5,446,910.966 (meters)                     COMP
 AA8492  Z           -   3,302,021.941 (meters)                     COMP
 AA8492  LAPLACE CORR-          -2.24  (seconds)                    DEFLEC99
 AA8492  ELLIP HEIGHT-          -7.99  (meters)          (07/29/02) GPS OBS
 AA8492  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AA8492
 AA8492  HORZ ORDER  -  FIRST
 AA8492  ELLP ORDER  -  FOURTH    CLASS I
 AA8492
 AA8492.The horizontal coordinates were established by GPS observations
 AA8492.and adjusted by the National Geodetic Survey in September 1995..
 AA8492
 AA8492.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8492.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8492
 AA8492.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8492
 AA8492.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8492
 AA8492.The ellipsoidal height was determined by GPS observations
 AA8492.and is referenced to NAD 83.
 AA8492
 AA8492.The geoid height was determined by GEOID03.
 AA8492
 AA8492;                    North         East     Units Scale Factor Converg.
 AA8492;SPC AL W     -   153,213.452   548,937.977   MT  0.99996548   -0 16 46.4
 AA8492;UTM  16      - 3,472,287.747   401,410.645   MT  0.99971988   -0 32 23.8
 AA8492
 AA8492!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8492!SPC AL W     -   1.00000125  x   0.99996548  =   0.99996673
 AA8492!UTM  16      -   1.00000125  x   0.99971988  =   0.99972113
 AA8492
 AA8492                          SUPERSEDED SURVEY CONTROL
 AA8492
 AA8492  ELLIP H (09/29/95)   -7.95   (m)                       GP(       ) 3 2
 AA8492  NGVD 29 (09/29/95)   20.0    (m)           66.     (f) GPS OBS        
 AA8492
 AA8492.Superseded values are not recommended for survey control.
 AA8492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8492.See file dsdata.txt to determine how the superseded data were derived.
 AA8492
 AA8492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0141172288(NAD 83)
 AA8492_MARKER: DD = SURVEY DISK
 AA8492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8492_STAMPING: 65-34 1995
 AA8492_MARK LOGO: ALHD  
 AA8492_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8492+STABILITY: SURFACE MOTION
 AA8492_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8492+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8492
 AA8492  HISTORY     - Date     Condition        Report By
 AA8492  HISTORY     - 1995     MONUMENTED       ALHD
 AA8492
 AA8492                          STATION DESCRIPTION
 AA8492
 AA8492'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8492'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF U.S 43
 AA8492'ABOUT 14.05 MI (22.61 KM) EAST-SOUTHEAST OF CHATOM AND ABOUT 7.90 MI
 AA8492'(12.71 KM) NORTH OF MCINTOSH. TO REACH THE STATION FROM THE JUNCTION
 AA8492'OF U.S. 43 AND AL 56 WEST (MILEPOST 54.15 ON U.S. 43 AND MILEPOST
 AA8492'27.90 ON AL 56) IN WAGARVILLE, DRIVE SOUTH ON U.S. 43 FOR 4.45 MI
 AA8492'(7.16 KM) TO MILEPOST 49.70 AND THE STATION ON THE RIGHT. THE STATION
 AA8492'IS 3.0 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED
 AA8492'WIRE ON RUSTY METAL POSTS, 80.9 FT (24.7 M) WEST OF THE CENTERLINE OF
 AA8492'THE SOUTH BOUND LANES OF U.S. 43, 89.0 FT (27.1 M) NORTH-NORTHWEST OF
 AA8492'A POWER AND CABLE POLE, 102.0 FT (31.1 M) SOUTH OF A JUNCTION POWER
 AA8492'POLE WITH ONE TRANSFORMER AND A NIGHT LIGHT, 105.4 FT (32.1 M) SOUTH
 AA8492'OF A GAS PIPELINE WARNING SIGN, 156.3 FT (47.6 M) SOUTH OF THE CENTER
 AA8492'OF THE SOUTH PAVED DRIVEWAY TO A COUNTRY STORE, 3.0 FT (0.9 M) EAST OF
 AA8492'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 65-33
 AA8492'1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8493 ***********************************************************************
 AA8493  DESIGNATION -  65 35
 AA8493  PID         -  AA8493
 AA8493  STATE/COUNTY-  AL/WASHINGTON
 AA8493  USGS QUAD   -  WAGARVILLE (1982)
 AA8493
 AA8493                         *CURRENT SURVEY CONTROL
 AA8493  ___________________________________________________________________
 AA8493* NAD 83(1992)-  31 27 21.67553(N)    088 02 02.12332(W)     ADJUSTED  
 AA8493* NAVD 88     -        13.7    (meters)      45.     (feet)  VERTCON   
 AA8493  ___________________________________________________________________
 AA8493  X           -     186,832.155 (meters)                     COMP
 AA8493  Y           -  -5,442,560.413 (meters)                     COMP
 AA8493  Z           -   3,309,120.927 (meters)                     COMP
 AA8493  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 AA8493  ELLIP HEIGHT-         -14.16  (meters)          (07/29/02) GPS OBS
 AA8493  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AA8493
 AA8493  HORZ ORDER  -  FIRST
 AA8493  ELLP ORDER  -  FOURTH    CLASS I
 AA8493
 AA8493.The horizontal coordinates were established by GPS observations
 AA8493.and adjusted by the National Geodetic Survey in September 1995..
 AA8493
 AA8493.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8493.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8493
 AA8493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8493
 AA8493.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8493
 AA8493.The ellipsoidal height was determined by GPS observations
 AA8493.and is referenced to NAD 83.
 AA8493
 AA8493.The geoid height was determined by GEOID03.
 AA8493
 AA8493;                    North         East     Units Scale Factor Converg.
 AA8493;SPC AL W     -   161,534.144   549,255.380   MT  0.99996508   -0 16 43.1
 AA8493;UTM  16      - 3,480,604.863   401,765.815   MT  0.99971902   -0 32 22.5
 AA8493
 AA8493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8493!SPC AL W     -   1.00000222  x   0.99996508  =   0.99996730
 AA8493!UTM  16      -   1.00000222  x   0.99971902  =   0.99972124
 AA8493
 AA8493:                Primary Azimuth Mark                     Grid Az
 AA8493:SPC AL W     -  65 36                                    000 12 40.6
 AA8493:UTM  16      -  65 36                                    000 28 20.0
 AA8493
 AA8493|---------------------------------------------------------------------|
 AA8493| PID    Reference Object                     Distance      Geod. Az  |
 AA8493|                                                           dddmmss.s |
 AA8493| AA8494 65 36                               APPROX. 0.6 KM 3595557.5 |
 AA8493|---------------------------------------------------------------------|
 AA8493
 AA8493                          SUPERSEDED SURVEY CONTROL
 AA8493
 AA8493  ELLIP H (09/29/95)  -14.12   (m)                       GP(       ) 3 2
 AA8493  NGVD 29 (09/29/95)   13.7    (m)           45.     (f) GPS OBS        
 AA8493
 AA8493.Superseded values are not recommended for survey control.
 AA8493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8493.See file dsdata.txt to determine how the superseded data were derived.
 AA8493
 AA8493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0176680605(NAD 83)
 AA8493_MARKER: DD = SURVEY DISK
 AA8493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8493_STAMPING: 65-35 1995
 AA8493_MARK LOGO: ALHD  
 AA8493_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8493+STABILITY: SURFACE MOTION
 AA8493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8493+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8493
 AA8493  HISTORY     - Date     Condition        Report By
 AA8493  HISTORY     - 1995     MONUMENTED       ALHD
 AA8493
 AA8493                          STATION DESCRIPTION
 AA8493
 AA8493'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8493'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF U.S.
 AA8493'43 ABOUT 12.90 MI (20.76 KM) EAST OF CHATOM AND ABOUT 13.30 MI (21.40
 AA8493'KM) NORTH OF MCINTOSH. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA8493'43 AND AL 56 WEST (MILEPOST 54.15 ON U.S. 43 AND MILEPOST 27.90 ON AL
 AA8493'56) IN WAGARVILLE, DRIVE NORTH ON U.S. 43 FOR 0.85 MI (1.37 KM) TO
 AA8493'MILEPOST 55.00 AND THE STATION ON THE LEFT. THE STATION IS 17.0 FT
 AA8493'(5.2 M) NORTH OF THE CENTER OF A CONCRETE HEADWALL ON THE WEST END OF
 AA8493'A FORTY-INCH DRAINAGE PIPE UNDER THE SOUTH BOUND LANES OF U.S. 43,
 AA8493'20.4 FT (6.2 M) WEST-SOUTHWEST OF MILEPOST 55, 47.9 FT (14.6 M) WEST
 AA8493'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 43, 112.0 FT (34.1
 AA8493'M) NORTH OF A POWER AND CABLE POLE WITH TWO GUY WIRES, 3.0 FT (0.9 M)
 AA8493'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8493'STATION 65-36 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8494 ***********************************************************************
 AA8494  DESIGNATION -  65 36
 AA8494  PID         -  AA8494
 AA8494  STATE/COUNTY-  AL/WASHINGTON
 AA8494  USGS QUAD   -  WAGARVILLE (1982)
 AA8494
 AA8494                         *CURRENT SURVEY CONTROL
 AA8494  ___________________________________________________________________
 AA8494* NAD 83(1992)-  31 27 40.86810(N)    088 02 02.14964(W)     ADJUSTED  
 AA8494* NAVD 88     -        10.4    (meters)      34.     (feet)  VERTCON   
 AA8494  ___________________________________________________________________
 AA8494  X           -     186,820.781 (meters)                     COMP
 AA8494  Y           -  -5,442,249.337 (meters)                     COMP
 AA8494  Z           -   3,309,623.452 (meters)                     COMP
 AA8494  LAPLACE CORR-          -1.87  (seconds)                    DEFLEC99
 AA8494  ELLIP HEIGHT-         -17.43  (meters)          (07/29/02) GPS OBS
 AA8494  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AA8494
 AA8494  HORZ ORDER  -  FIRST
 AA8494  ELLP ORDER  -  FOURTH    CLASS I
 AA8494
 AA8494.The horizontal coordinates were established by GPS observations
 AA8494.and adjusted by the National Geodetic Survey in September 1995..
 AA8494
 AA8494.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8494.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8494
 AA8494.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8494
 AA8494.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8494
 AA8494.The ellipsoidal height was determined by GPS observations
 AA8494.and is referenced to NAD 83.
 AA8494
 AA8494.The geoid height was determined by GEOID03.
 AA8494
 AA8494;                    North         East     Units Scale Factor Converg.
 AA8494;SPC AL W     -   162,125.237   549,257.560   MT  0.99996508   -0 16 43.2
 AA8494;UTM  16      - 3,481,195.795   401,770.686   MT  0.99971901   -0 32 22.8
 AA8494
 AA8494!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8494!SPC AL W     -   1.00000274  x   0.99996508  =   0.99996782
 AA8494!UTM  16      -   1.00000274  x   0.99971901  =   0.99972175
 AA8494
 AA8494:                Primary Azimuth Mark                     Grid Az
 AA8494:SPC AL W     -  65 35                                    180 12 40.7
 AA8494:UTM  16      -  65 35                                    180 28 20.3
 AA8494
 AA8494|---------------------------------------------------------------------|
 AA8494| PID    Reference Object                     Distance      Geod. Az  |
 AA8494|                                                           dddmmss.s |
 AA8494| AA8493 65 35                               APPROX. 0.6 KM 1795557.5 |
 AA8494|---------------------------------------------------------------------|
 AA8494
 AA8494                          SUPERSEDED SURVEY CONTROL
 AA8494
 AA8494  ELLIP H (09/29/95)  -17.39   (m)                       GP(       ) 3 2
 AA8494  NGVD 29 (09/29/95)   10.4    (m)           34.     (f) GPS OBS        
 AA8494
 AA8494.Superseded values are not recommended for survey control.
 AA8494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8494.See file dsdata.txt to determine how the superseded data were derived.
 AA8494
 AA8494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0177181196(NAD 83)
 AA8494_MARKER: DD = SURVEY DISK
 AA8494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8494_STAMPING: 65-36 1995
 AA8494_MARK LOGO: ALHD  
 AA8494_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8494+STABILITY: SURFACE MOTION
 AA8494_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8494+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8494
 AA8494  HISTORY     - Date     Condition        Report By
 AA8494  HISTORY     - 1995     MONUMENTED       ALHD
 AA8494
 AA8494                          STATION DESCRIPTION
 AA8494
 AA8494'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8494'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF U.S.
 AA8494'43 ABOUT 13.05 MI (21.00 KM) EAST OF CHATOM AND ABOUT 13.55 MI (21.81
 AA8494'KM) NORTH OF MCINTOSH. TO REACH THE STATION FROM THE JUNCTION OF U.S.
 AA8494'43 AND AL 56 WEST (MILEPOST 54.15 ON U.S. 43 AND MILEPOST 27.90 ON AL
 AA8494'56) IN WAGARVILLE, DRIVE NORTH ON U.S. 43 FOR 1.20 MI (1.93 KM) TO
 AA8494'MILEPOST 55.35 AND THE STATION ON THE LEFT. THE STATION IS 50.7 FT
 AA8494'(15.5 M) NORTH OF A POWER AND CABLE POLE WITH TWO GUY WIRES, 88.8 FT
 AA8494'(27.1 M) WEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U.S. 43,
 AA8494'170.5 FT (52.0 M) SOUTH OF A POWER AND CABLE POLE WITH TWO GUY WIRES
 AA8494'AND ONE TRANSFORMER, 170.7 FT (52.0 M) SOUTH OF TELEPHONE CABLE
 AA8494'PEDESTAL NO 124, 190.3 FT (58.0 M) SOUTH OF THE CENTER OF A GRAVEL
 AA8494'DRIVEWAY LEADING TO A BRICK HOME, 2.3 FT (0.7 M) EAST-SOUTHEAST OF A
 AA8494'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 65-35
 AA8494'1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8495 ***********************************************************************
 AA8495  DESIGNATION -  65 37
 AA8495  PID         -  AA8495
 AA8495  STATE/COUNTY-  AL/WASHINGTON
 AA8495  USGS QUAD   -  PRESTWICK (1983)
 AA8495
 AA8495                         *CURRENT SURVEY CONTROL
 AA8495  ___________________________________________________________________
 AA8495* NAD 83(1992)-  31 28 52.41556(N)    087 56 11.60288(W)     ADJUSTED  
 AA8495* NAVD 88     -        13.7    (meters)      45.     (feet)  VERTCON   
 AA8495  ___________________________________________________________________
 AA8495  X           -     196,028.276 (meters)                     COMP
 AA8495  Y           -  -5,440,776.966 (meters)                     COMP
 AA8495  Z           -   3,311,504.559 (meters)                     COMP
 AA8495  LAPLACE CORR-          -1.30  (seconds)                    DEFLEC99
 AA8495  ELLIP HEIGHT-         -14.28  (meters)          (07/29/02) GPS OBS
 AA8495  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 AA8495
 AA8495  HORZ ORDER  -  FIRST
 AA8495  ELLP ORDER  -  FOURTH    CLASS I
 AA8495
 AA8495.The horizontal coordinates were established by GPS observations
 AA8495.and adjusted by the National Geodetic Survey in September 1995..
 AA8495
 AA8495.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8495.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8495
 AA8495.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8495
 AA8495.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8495
 AA8495.The ellipsoidal height was determined by GPS observations
 AA8495.and is referenced to NAD 83.
 AA8495
 AA8495.The geoid height was determined by GEOID03.
 AA8495
 AA8495;                    North         East     Units Scale Factor Converg.
 AA8495;SPC AL W     -   164,287.827   558,520.430   MT  0.99995455   -0 13 40.7
 AA8495;UTM  16      - 3,483,315.623   411,040.981   MT  0.99969761   -0 29 20.8
 AA8495
 AA8495!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8495!SPC AL W     -   1.00000224  x   0.99995455  =   0.99995679
 AA8495!UTM  16      -   1.00000224  x   0.99969761  =   0.99969985
 AA8495
 AA8495:                Primary Azimuth Mark                     Grid Az
 AA8495:SPC AL W     -  65 38                                    023 56 33.6
 AA8495:UTM  16      -  65 38                                    024 12 13.7
 AA8495
 AA8495|---------------------------------------------------------------------|
 AA8495| PID    Reference Object                     Distance      Geod. Az  |
 AA8495|                                                           dddmmss.s |
 AA8495| AA8496 65 38                               APPROX. 0.6 KM 0234252.9 |
 AA8495|---------------------------------------------------------------------|
 AA8495
 AA8495                          SUPERSEDED SURVEY CONTROL
 AA8495
 AA8495  ELLIP H (09/29/95)  -14.24   (m)                       GP(       ) 3 2
 AA8495  NGVD 29 (09/29/95)   13.7    (m)           45.     (f) GPS OBS        
 AA8495
 AA8495.Superseded values are not recommended for survey control.
 AA8495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8495.See file dsdata.txt to determine how the superseded data were derived.
 AA8495
 AA8495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1104183316(NAD 83)
 AA8495_MARKER: DD = SURVEY DISK
 AA8495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8495_STAMPING: 65-37 1995
 AA8495_MARK LOGO: ALHD  
 AA8495_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8495+STABILITY: SURFACE MOTION
 AA8495_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8495+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8495
 AA8495  HISTORY     - Date     Condition        Report By
 AA8495  HISTORY     - 1995     MONUMENTED       ALHD
 AA8495
 AA8495                          STATION DESCRIPTION
 AA8495
 AA8495'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8495'THE STATION IS IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY OF
 AA8495'WASHINGTON COUNTY ROAD NO 34 ABOUT 18.65 MI (30.01 KM) EAST OF CHATOM
 AA8495'AND ABOUT 15.60 MI (25.11 KM) NORTH OF MCINTOSH. TO REACH THE STATION
 AA8495'FROM THE JUNCTION OF U.S. 43 AND AL 56 WEST (MILEPOST 54.15 ON U.S. 43
 AA8495'AND MILEPOST 27.90 ON AL 56) IN WAGARVILLE, DRIVE NORTH AND NORTHEAST
 AA8495'ON U.S. 43 FOR 6.05 MI (9.74 KM) TO MILEPOST 60.20 AND WASHINGTON
 AA8495'COUNTY ROAD NO 34 RIGHT. TURN RIGHT ON WASHINGTON COUNTY ROAD NO 34
 AA8495'AND DRIVE SOUTHEAST AND NORTHEAST FOR 3.25 MI (5.23 KM) TO THE STATION
 AA8495'ON THE RIGHT. THE STATION IS 44.0 FT (13.4 M) EAST-SOUTHEAST OF THE
 AA8495'CENTER OF WASHINGTON COUNTY ROAD NO 34, APPROXIMATELY 50.00 FT (15.24
 AA8495'M) WEST-NORTHWEST OF THE WEST RAIL OF A RAILROAD TRACK, APPROXIMATELY
 AA8495'54.0 FT (16.5 M) WEST-NORTHWEST OF THE EAST RAIL OF A RAILROAD TRACK,
 AA8495'107.0 FT (32.6 M) SOUTHEAST OF THE SOUTH POST OF A WOODEN GATE ACROSS
 AA8495'THE ROAD, 116.5 FT (35.5 M) SOUTH-SOUTHEAST OF THE NORTH POST OF A
 AA8495'WOODEN GATE ACROSS THE ROAD, 210.0 FT (64.0 M) NORTH-NORTHEAST OF A
 AA8495'HIGH VOLTAGE POWER POLE, 343.0 FT (104.5 M) SOUTH-SOUTHWEST OF A HIGH
 AA8495'VOLTAGE POWER POLE, 8.4 FT (2.6 M) WEST-NORTHWEST OF A CARSONITE
 AA8495'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 65-38 1995 MAY BE
 AA8495'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8496 ***********************************************************************
 AA8496  DESIGNATION -  65 38
 AA8496  PID         -  AA8496
 AA8496  STATE/COUNTY-  AL/WASHINGTON
 AA8496  USGS QUAD   -  PRESTWICK (1983)
 AA8496
 AA8496                         *CURRENT SURVEY CONTROL
 AA8496  ___________________________________________________________________
 AA8496* NAD 83(1992)-  31 29 08.92302(N)    087 56 03.14106(W)     ADJUSTED  
 AA8496* NAVD 88     -        12.8    (meters)      42.     (feet)  GPS OBS   
 AA8496  ___________________________________________________________________
 AA8496  X           -     196,241.879 (meters)                     COMP
 AA8496  Y           -  -5,440,502.785 (meters)                     COMP
 AA8496  Z           -   3,311,937.653 (meters)                     COMP
 AA8496  LAPLACE CORR-          -1.23  (seconds)                    DEFLEC99
 AA8496  ELLIP HEIGHT-         -15.20  (meters)          (08/29/05) GPS OBS
 AA8496  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 AA8496
 AA8496  HORZ ORDER  -  A
 AA8496  ELLP ORDER  -  FOURTH    CLASS I
 AA8496
 AA8496.The horizontal coordinates were established by GPS observations
 AA8496.and adjusted by the National Geodetic Survey in August 2005..
 AA8496
 AA8496.The orthometric height was determined by GPS observations and a
 AA8496.high-resolution geoid model.
 AA8496
 AA8496.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8496
 AA8496.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8496
 AA8496.The ellipsoidal height was determined by GPS observations
 AA8496.and is referenced to NAD 83.
 AA8496
 AA8496.The geoid height was determined by GEOID03.
 AA8496
 AA8496;                    North         East     Units Scale Factor Converg.
 AA8496;SPC AL W     -   164,795.333   558,745.778   MT  0.99995432   -0 13 36.4
 AA8496;UTM  16      - 3,483,821.967   411,268.581   MT  0.99969711   -0 29 16.6
 AA8496
 AA8496!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8496!SPC AL W     -   1.00000239  x   0.99995432  =   0.99995671
 AA8496!UTM  16      -   1.00000239  x   0.99969711  =   0.99969950
 AA8496
 AA8496:                Primary Azimuth Mark                     Grid Az
 AA8496:SPC AL W     -  65 37                                    203 56 33.7
 AA8496:UTM  16      -  65 37                                    204 12 13.9
 AA8496
 AA8496|---------------------------------------------------------------------|
 AA8496| PID    Reference Object                     Distance      Geod. Az  |
 AA8496|                                                           dddmmss.s |
 AA8496| AA8495 65 37                               APPROX. 0.6 KM 2034257.3 |
 AA8496|---------------------------------------------------------------------|
 AA8496
 AA8496                          SUPERSEDED SURVEY CONTROL
 AA8496
 AA8496  ELLIP H (07/29/02)  -15.31   (m)                       GP(       ) 4 1
 AA8496  NAD 83(1992)-  31 29 08.92248(N)    087 56 03.13967(W) AD(       ) 1
 AA8496  ELLIP H (09/29/95)  -15.27   (m)                       GP(       ) 3 2
 AA8496  NGVD 29 (09/29/95)   12.6    (m)           41.     (f) GPS OBS        
 AA8496
 AA8496.Superseded values are not recommended for survey control.
 AA8496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8496.See file dsdata.txt to determine how the superseded data were derived.
 AA8496
 AA8496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1126983822(NAD 83)
 AA8496_MARKER: DD = SURVEY DISK
 AA8496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8496_STAMPING: 65-38 1995
 AA8496_MARK LOGO: ALHD  
 AA8496_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8496+STABILITY: SURFACE MOTION
 AA8496_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8496+SATELLITE: SATELLITE OBSERVATIONS - June 12, 2005
 AA8496
 AA8496  HISTORY     - Date     Condition        Report By
 AA8496  HISTORY     - 1995     MONUMENTED       ALHD
 AA8496  HISTORY     - 20031204 GOOD             JCLS
 AA8496  HISTORY     - 20040622 GOOD             ALDOT
 AA8496  HISTORY     - 20050612 GOOD             JCLS
 AA8496
 AA8496                          STATION DESCRIPTION
 AA8496
 AA8496'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8496'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF
 AA8496'WASHINGTON COUNTY ROAD NO 34 ABOUT 18.75 MI (30.17 KM) EAST OF CHATOM
 AA8496'AND ABOUT 16.00 MI (25.75 KM) NORTH OF MCINTOSH. TO REACH THE STATION
 AA8496'FROM THE JUNCTION OF U.S. 43 AND AL 56 WEST (MILEPOST 54.15 ON U.S. 43
 AA8496'AND MILEPOST 27.90 ON AL 56) IN WAGARVILLE, DRIVE NORTH AND NORTHEAST
 AA8496'ON U.S. 43 FOR 6.05 MI (9.74 KM) TO MILEPOST 60.20 AND WASHINGTON
 AA8496'COUNTY ROAD NO 34 RIGHT. TURN RIGHT ON WASHINGTON COUNTY ROAD NO 34
 AA8496'AND DRIVE SOUTHEAST AND NORTHEAST FOR 3.60 MI (5.79 KM) TO THE STATION
 AA8496'ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) EAST-SOUTHEAST OF A FIVE
 AA8496'STRAND BARBED WIRE FENCE ON RUSTY METAL POSTS, 47.6 FT (14.5 M)
 AA8496'WEST-NORTHWEST OF THE CENTER OF WASHINGTON COUNTY ROAD NO 34, 54.0 FT
 AA8496'(16.5 M) EAST OF AN ANGLE POWER POLE WITH TWO GUY WIRES IN A FIELD,
 AA8496'67.0 FT (20.4 M) SOUTH-SOUTHWEST OF THE JUNCTION OF THE FIVE STRAND
 AA8496'BARBED WIRE FENCE AND A FIVE FOOT CHAIN LINK FENCE, 172.3 FT (52.5 M)
 AA8496'NORTH-NORTHEAST OF THE NORTH POST OF A SEVEN FOOT CHAIN LINK GATE IN
 AA8496'THE FENCELINE, 188.0 FT (57.3 M) NORTH-NORTHEAST OF THE SOUTH POST OF
 AA8496'A SEVEN FOOT CHAIN LINK GATE IN THE FENCELINE, 3.2 FT (1.0 M)
 AA8496'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8496'STATION 65-37 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA8496
 AA8496                          STATION RECOVERY (2003)
 AA8496
 AA8496'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA8496'RECOVERED IN GOOD CONDITION.
 AA8496
 AA8496                          STATION RECOVERY (2004)
 AA8496
 AA8496'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (CBC)
 AA8496'THE MILEPOST OF U.S. 43 AT THE STARTING JUNCTION WITH AL 56 WEST IN
 AA8496'WAGARVILLE IS NOW 50.0.  PROCEED NORTH AND NE ALONG US 43 AS IN 1995
 AA8496'TO MP 56.2 AND A RIGHT TURN ON CR 34 AT LEROY  HIGH SCHOOL, THENCE AS
 AA8496'IN 1995 3.6 MILES SE AND NE TO THE MARK ON THE LEFT, THEN AS LOCALLY
 AA8496'DESCRIBED.
 AA8496
 AA8496                          STATION RECOVERY (2005)
 AA8496
 AA8496'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 AA8496'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1854 ***********************************************************************
 BV1854  DESIGNATION -  65 4
 BV1854  PID         -  BV1854
 BV1854  STATE/COUNTY-  AL/WASHINGTON
 BV1854  USGS QUAD   -  RUTAN (1982)
 BV1854
 BV1854                         *CURRENT SURVEY CONTROL
 BV1854  ___________________________________________________________________
 BV1854* NAD 83(1992)-  31 28 14.26669(N)    088 07 54.22894(W)     ADJUSTED  
 BV1854* NAVD 88     -        33.5    (meters)     110.     (feet)  VERTCON   
 BV1854  ___________________________________________________________________
 BV1854  X           -     177,514.121 (meters)                     COMP
 BV1854  Y           -  -5,442,043.387 (meters)                     COMP
 BV1854  Z           -   3,310,512.936 (meters)                     COMP
 BV1854  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 BV1854  ELLIP HEIGHT-           5.74  (meters)          (07/29/02) GPS OBS
 BV1854  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BV1854
 BV1854  HORZ ORDER  -  FIRST
 BV1854  ELLP ORDER  -  FOURTH    CLASS I
 BV1854
 BV1854.The horizontal coordinates were established by GPS observations
 BV1854.and adjusted by the National Geodetic Survey in December 1992..
 BV1854
 BV1854.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1854.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1854
 BV1854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1854
 BV1854.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1854
 BV1854.The ellipsoidal height was determined by GPS observations
 BV1854.and is referenced to NAD 83.
 BV1854
 BV1854.The geoid height was determined by GEOID03.
 BV1854
 BV1854;                    North         East     Units Scale Factor Converg.
 BV1854;SPC AL W     -   163,203.199   539,968.850   MT  0.99997777   -0 19 47.3
 BV1854;UTM  16      - 3,482,315.795   392,489.218   MT  0.99974256   -0 35 27.2
 BV1854
 BV1854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1854!SPC AL W     -   0.99999910  x   0.99997777  =   0.99997687
 BV1854!UTM  16      -   0.99999910  x   0.99974256  =   0.99974166
 BV1854
 BV1854:                Primary Azimuth Mark                     Grid Az
 BV1854:SPC AL W     -  65 3                                     242 59 52.0
 BV1854:UTM  16      -  65 3                                     243 15 31.9
 BV1854
 BV1854|---------------------------------------------------------------------|
 BV1854| PID    Reference Object                     Distance      Geod. Az  |
 BV1854|                                                           dddmmss.s |
 BV1854| BV1853 65 3                                APPROX. 0.5 KM 2424004.7 |
 BV1854|---------------------------------------------------------------------|
 BV1854
 BV1854                          SUPERSEDED SURVEY CONTROL
 BV1854
 BV1854  ELLIP H (12/04/92)    5.79   (m)                       GP(       ) 4 1
 BV1854  NAD 83(1986)-  31 28 14.28315(N)    088 07 54.23224(W) AD(       ) 1
 BV1854  NGVD 29 (12/04/92)   33.4    (m)          110.     (f) GPS OBS        
 BV1854
 BV1854.Superseded values are not recommended for survey control.
 BV1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1854.See file dsdata.txt to determine how the superseded data were derived.
 BV1854
 BV1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9248982316(NAD 83)
 BV1854_MARKER: DD = SURVEY DISK
 BV1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1854_SP_SET: CONCRETE POST
 BV1854_STAMPING: 65-4 1991
 BV1854_MARK LOGO: ALHD  
 BV1854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1854+STABILITY: SURFACE MOTION
 BV1854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1854+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BV1854
 BV1854  HISTORY     - Date     Condition        Report By
 BV1854  HISTORY     - 1991     MONUMENTED       ALHD
 BV1854
 BV1854                          STATION DESCRIPTION
 BV1854
 BV1854'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1854'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE NORTH RIGHT OF WAY
 BV1854'OF WASHINGTON COUNTY ROAD NO. 12, ABOUT 6.35 MI (10.22 KM) WEST -
 BV1854'NORTHWEST OF WAGERVILLE AND ABOUT 7.00 MI (11.27 KM) EAST OF CHATOM.
 BV1854'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 56 (MILE POST
 BV1854'13.50 ON ALA 56) IN CHATOM, DRIVE EAST ON ALA 56 FOR 9.05 MI
 BV1854'(14.56 KM) TO MILE POST 22.55 AND WASHINGTON COUNTY ROAD NO. 12 ON
 BV1854'THE LEFT, TURN LEFT ON WASHINGTON COUNTY ROAD NO. 12 AND DRIVE NORTH
 BV1854'AND THEN WEST FOR 1.75 MI (2.82 KM) TO THE STATION ON THE RIGHT.
 BV1854'THE STATION IS 1.6 FT (0.5 M) SOUTH-SOUTHEAST OF A SIX STRAND BARBED
 BV1854'WIRE FENCE ON TREATED WOOD POSTS, 31.0 FT (9.4 M) NORTH-NORTHWEST OF
 BV1854'THE CENTERLINE OF WASHINGTON COUNTY ROAD NO. 12, 57.4 FT (17.5 M)
 BV1854'EAST-NORTHEAST OF A JUNCTION POWER POLE WITH THREE GUY WIRES, 68.8 FT
 BV1854'(21.0 M) WEST-SOUTHWEST OF A CONCRETE RIGHT OF WAY MARKER, 97.3 FT
 BV1854'(29.7 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. C 70 R 15A
 BV1854'ACROSS WASHINGTON COUNTY ROAD NO. 12, 1.6 FT (0.5 M) SOUTH-SOUTHEAST
 BV1854'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BV1854'STATION 65-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8499 ***********************************************************************
 AA8499  DESIGNATION -  65 41
 AA8499  PID         -  AA8499
 AA8499  STATE/COUNTY-  AL/WASHINGTON
 AA8499  USGS QUAD   -  DEER PARK (1982)
 AA8499
 AA8499                         *CURRENT SURVEY CONTROL
 AA8499  ___________________________________________________________________
 AA8499* NAD 83(1992)-  31 10 11.84873(N)    088 21 18.67369(W)     ADJUSTED  
 AA8499* NAVD 88     -        52.6    (meters)     173.     (feet)  VERTCON   
 AA8499  ___________________________________________________________________
 AA8499  X           -     156,786.414 (meters)                     COMP
 AA8499  Y           -  -5,460,032.647 (meters)                     COMP
 AA8499  Z           -   3,282,043.818 (meters)                     COMP
 AA8499  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 AA8499  ELLIP HEIGHT-          24.68  (meters)          (07/29/02) GPS OBS
 AA8499  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 AA8499
 AA8499  HORZ ORDER  -  FIRST
 AA8499  ELLP ORDER  -  FOURTH    CLASS I
 AA8499
 AA8499.The horizontal coordinates were established by GPS observations
 AA8499.and adjusted by the National Geodetic Survey in September 1995..
 AA8499
 AA8499.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8499.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8499
 AA8499.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8499
 AA8499.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8499
 AA8499.The ellipsoidal height was determined by GPS observations
 AA8499.and is referenced to NAD 83.
 AA8499
 AA8499.The geoid height was determined by GEOID03.
 AA8499
 AA8499;                    North         East     Units Scale Factor Converg.
 AA8499;SPC AL W     -   130,010.593   518,475.216   MT  1.00001528   -0 26 33.5
 AA8499;UTM  16      - 3,449,228.415   370,850.013   MT  0.99980574   -0 42 05.4
 AA8499
 AA8499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8499!SPC AL W     -   0.99999612  x   1.00001528  =   1.00001140
 AA8499!UTM  16      -   0.99999612  x   0.99980574  =   0.99980187
 AA8499
 AA8499:                Primary Azimuth Mark                     Grid Az
 AA8499:SPC AL W     -  65 42                                    022 41 15.2
 AA8499:UTM  16      -  65 42                                    022 56 47.1
 AA8499
 AA8499|---------------------------------------------------------------------|
 AA8499| PID    Reference Object                     Distance      Geod. Az  |
 AA8499|                                                           dddmmss.s |
 AA8499| AA8500 65 42                               478.294 METERS 0221441.7 |
 AA8499|---------------------------------------------------------------------|
 AA8499
 AA8499                          SUPERSEDED SURVEY CONTROL
 AA8499
 AA8499  ELLIP H (09/29/95)   24.72   (m)                       GP(       ) 3 2
 AA8499  NGVD 29 (09/29/95)   52.6    (m)          173.     (f) GPS OBS        
 AA8499
 AA8499.Superseded values are not recommended for survey control.
 AA8499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8499.See file dsdata.txt to determine how the superseded data were derived.
 AA8499
 AA8499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7085049228(NAD 83)
 AA8499_MARKER: DD = SURVEY DISK
 AA8499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8499_STAMPING: 65-41 1995
 AA8499_MARK LOGO: ALHD  
 AA8499_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8499+STABILITY: SURFACE MOTION
 AA8499_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8499+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8499
 AA8499  HISTORY     - Date     Condition        Report By
 AA8499  HISTORY     - 1995     MONUMENTED       ALHD
 AA8499
 AA8499                          STATION DESCRIPTION
 AA8499
 AA8499'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8499'THE STATION IS IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY OF
 AA8499'WASHINGTON COUNTY ROAD NO 9 ABOUT 20.20 MI (32.51 KM) WEST-SOUTHWEST
 AA8499'OF MCINTOSH AND ABOUT 21.10 MI (33.96 KM) SOUTH OF CHATOM. TO REACH
 AA8499'THE STATION FROM THE JUNCTION OF U.S 45, AL 17, AND AL 57 (MILEPOST
 AA8499'44.15 ON AL 17 AND MILEPOST 0.00 ON AL 57) IN SOUTHWEST WASHINGTON
 AA8499'COUNTY, DRIVE SOUTH ON U.S. 45 FOR 1.65 MI (2.66 KM) TO MILEPOST 42.50
 AA8499'AND WASHINGTON COUNTY ROAD NO 8 RIGHT. TURN RIGHT ON WASHINGTON COUNTY
 AA8499'ROAD NO 8 AND DRIVE WEST FOR 1.90 MI (3.06 KM) TO WASHINGTON COUNTY
 AA8499'ROAD NO 9 LEFT. TURN LEFT ON WASHINGTON COUNTY ROAD NO 9 AND DRIVE
 AA8499'SOUTH FOR 3.40 MI (5.47 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA8499'3.0 FT (0.9 M) WEST-NORTHWEST OF A FOUR STRAND BARBED WIRE FENCE ON
 AA8499'GREEN METAL POSTS WITH WHITE TOPS, 38.0 FT (11.6 M) NORTHEAST OF A
 AA8499'POWER POLE, 38.5 FT (11.7 M) EAST-SOUTHEAST OF THE CENTER OF
 AA8499'WASHINGTON COUNTY ROAD NO 9, 72.4 FT (22.1 M) SOUTH OF THE CENTER OF
 AA8499'THREE WOOD POSTS SUPPORTING A BARRACADE MADE OF THREE-INCH SEWER PIPE,
 AA8499'147.0 FT (44.8 M) SOUTH-SOUTHWEST OF THE SOUTH POST OF A RED METAL
 AA8499'GATE IN THE FENCELINE, 158.8 FT (48.4 M) SOUTH-SOUTHWEST OF THE NORTH
 AA8499'POST OF A RED METAL GATE IN THE FENCELINE, 195.0 FT (59.4 M)
 AA8499'SOUTH-SOUTHWEST OF AN ANGLE POWER POLE WITH ONE GUY WIRE, 3.2 FT (1.0
 AA8499'M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8499'GROUND. STATION 65-42 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8500 ***********************************************************************
 AA8500  DESIGNATION -  65 42
 AA8500  PID         -  AA8500
 AA8500  STATE/COUNTY-  AL/WASHINGTON
 AA8500  USGS QUAD   -  DEER PARK (1982)
 AA8500
 AA8500                         *CURRENT SURVEY CONTROL
 AA8500  ___________________________________________________________________
 AA8500* NAD 83(1992)-  31 10 26.22293(N)    088 21 11.83602(W)     ADJUSTED  
 AA8500* NAVD 88     -        51.5    (meters)     169.     (feet)  VERTCON   
 AA8500  ___________________________________________________________________
 AA8500  X           -     156,960.802 (meters)                     COMP
 AA8500  Y           -  -5,459,797.448 (meters)                     COMP
 AA8500  Z           -   3,282,422.022 (meters)                     COMP
 AA8500  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 AA8500  ELLIP HEIGHT-          23.57  (meters)          (07/29/02) GPS OBS
 AA8500  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA8500
 AA8500  HORZ ORDER  -  FIRST
 AA8500  ELLP ORDER  -  FOURTH    CLASS I
 AA8500
 AA8500.The horizontal coordinates were established by GPS observations
 AA8500.and adjusted by the National Geodetic Survey in September 1995..
 AA8500
 AA8500.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8500.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8500
 AA8500.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8500
 AA8500.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8500
 AA8500.The ellipsoidal height was determined by GPS observations
 AA8500.and is referenced to NAD 83.
 AA8500
 AA8500.The geoid height was determined by GEOID03.
 AA8500
 AA8500;                    North         East     Units Scale Factor Converg.
 AA8500;SPC AL W     -   130,451.884   518,659.700   MT  1.00001491   -0 26 30.2
 AA8500;UTM  16      - 3,449,668.776   371,036.449   MT  0.99980515   -0 42 02.2
 AA8500
 AA8500!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8500!SPC AL W     -   0.99999630  x   1.00001491  =   1.00001121
 AA8500!UTM  16      -   0.99999630  x   0.99980515  =   0.99980145
 AA8500
 AA8500:                Primary Azimuth Mark                     Grid Az
 AA8500:SPC AL W     -  65 41                                    202 41 15.4
 AA8500:UTM  16      -  65 41                                    202 56 47.4
 AA8500
 AA8500|---------------------------------------------------------------------|
 AA8500| PID    Reference Object                     Distance      Geod. Az  |
 AA8500|                                                           dddmmss.s |
 AA8500| AA8499 65 41                               478.294 METERS 2021445.2 |
 AA8500|---------------------------------------------------------------------|
 AA8500
 AA8500                          SUPERSEDED SURVEY CONTROL
 AA8500
 AA8500  ELLIP H (09/29/95)   23.61   (m)                       GP(       ) 3 2
 AA8500  NGVD 29 (09/29/95)   51.5    (m)          169.     (f) GPS OBS        
 AA8500
 AA8500.Superseded values are not recommended for survey control.
 AA8500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8500.See file dsdata.txt to determine how the superseded data were derived.
 AA8500
 AA8500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7103649669(NAD 83)
 AA8500_MARKER: DD = SURVEY DISK
 AA8500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8500_STAMPING: 65-42 1995
 AA8500_MARK LOGO: ALHD  
 AA8500_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8500+STABILITY: SURFACE MOTION
 AA8500_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8500+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8500
 AA8500  HISTORY     - Date     Condition        Report By
 AA8500  HISTORY     - 1995     MONUMENTED       ALHD
 AA8500
 AA8500                          STATION DESCRIPTION
 AA8500
 AA8500'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8500'THE STATION IS IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY OF
 AA8500'WASHINGTON COUNTY ROAD NO 9 ABOUT 20.00 MI (32.19 KM) WEST-SOUTHWEST
 AA8500'OF MCINTOSH AND ABOUT 20.80 MI (33.47 KM) SOUTH OF CHATOM. TO REACH
 AA8500'THE STATION FROM THE JUNCTION OF U.S. 45, AL 17, AND AL 57 (MILEPOST
 AA8500'44.15 ON AL 17 AND MILEPOST 0.00 ON AL 57) IN SOUTHWEST WASHINGTON
 AA8500'COUNTY, DRIVE SOUTH ON U.S. 45 FOR 1.65 MI (2.66 KM) TO MILEPOST 42.50
 AA8500'AND WASHINGTON COUNTY ROAD NO 8 RIGHT. TURN RIGHT ON WASHINGTON COUNTY
 AA8500'ROAD NO 8 AND DRIVE WEST FOR 1.90 MI (3.06 KM) TO WASHINGTON COUNTY
 AA8500'ROAD NO 9 LEFT. TURN LEFT ON WASHINGTON COUNTY ROAD NO 9 AND DRIVE
 AA8500'SOUTH FOR 3.10 MI (4.99 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA8500'3.0 FT (0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE
 AA8500'ON RUSTY METAL POSTS, 23.8 FT (7.3 M) SOUTH OF THE CENTER OF THREE
 AA8500'CONNECTED WOOD POSTS IN THE FENCELINE, 40.5 FT (12.3 M) EAST OF THE
 AA8500'CENTER OF WASHINGTON COUNTY ROAD NO 9, 101.0 FT (30.8 M)
 AA8500'EAST-NORTHEAST OF A POWER POLE ACROSS THE ROAD, 2.9 FT (0.9 M) WEST OF
 AA8500'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 65-41
 AA8500'1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8501 ***********************************************************************
 AA8501  DESIGNATION -  65 43
 AA8501  PID         -  AA8501
 AA8501  STATE/COUNTY-  AL/WASHINGTON
 AA8501  USGS QUAD   -  VINEGAR BEND (1974)
 AA8501
 AA8501                         *CURRENT SURVEY CONTROL
 AA8501  ___________________________________________________________________
 AA8501* NAD 83(1992)-  31 19 46.68227(N)    088 18 56.99608(W)     ADJUSTED  
 AA8501* NAVD 88     -        64.6    (meters)     212.     (feet)  VERTCON   
 AA8501  ___________________________________________________________________
 AA8501  X           -     160,267.104 (meters)                     COMP
 AA8501  Y           -  -5,450,753.833 (meters)                     COMP
 AA8501  Z           -   3,297,185.540 (meters)                     COMP
 AA8501  LAPLACE CORR-          -1.44  (seconds)                    DEFLEC99
 AA8501  ELLIP HEIGHT-          36.95  (meters)          (07/29/02) GPS OBS
 AA8501  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AA8501
 AA8501  HORZ ORDER  -  FIRST
 AA8501  ELLP ORDER  -  FOURTH    CLASS I
 AA8501
 AA8501.The horizontal coordinates were established by GPS observations
 AA8501.and adjusted by the National Geodetic Survey in September 1995..
 AA8501
 AA8501.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8501.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8501
 AA8501.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8501
 AA8501.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8501
 AA8501.The ellipsoidal height was determined by GPS observations
 AA8501.and is referenced to NAD 83.
 AA8501
 AA8501.The geoid height was determined by GEOID03.
 AA8501
 AA8501;                    North         East     Units Scale Factor Converg.
 AA8501;SPC AL W     -   147,685.807   522,357.810   MT  1.00000766   -0 25 27.2
 AA8501;UTM  16      - 3,466,882.123   374,811.766   MT  0.99979330   -0 41 03.4
 AA8501
 AA8501!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8501!SPC AL W     -   0.99999420  x   1.00000766  =   1.00000186
 AA8501!UTM  16      -   0.99999420  x   0.99979330  =   0.99978750
 AA8501
 AA8501:                Primary Azimuth Mark                     Grid Az
 AA8501:SPC AL W     -  65 44                                    066 17 58.1
 AA8501:UTM  16      -  65 44                                    066 33 34.3
 AA8501
 AA8501|---------------------------------------------------------------------|
 AA8501| PID    Reference Object                     Distance      Geod. Az  |
 AA8501|                                                           dddmmss.s |
 AA8501| AA8502 65 44                               443.826 METERS 0655230.9 |
 AA8501|---------------------------------------------------------------------|
 AA8501
 AA8501                          SUPERSEDED SURVEY CONTROL
 AA8501
 AA8501  ELLIP H (09/29/95)   36.99   (m)                       GP(       ) 3 2
 AA8501  NGVD 29 (09/29/95)   64.5    (m)          212.     (f) GPS OBS        
 AA8501
 AA8501.Superseded values are not recommended for survey control.
 AA8501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8501.See file dsdata.txt to determine how the superseded data were derived.
 AA8501
 AA8501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7481266882(NAD 83)
 AA8501_MARKER: DD = SURVEY DISK
 AA8501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8501_STAMPING: 65-43 1995
 AA8501_MARK LOGO: ALHD  
 AA8501_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8501+STABILITY: SURFACE MOTION
 AA8501_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8501+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8501
 AA8501  HISTORY     - Date     Condition        Report By
 AA8501  HISTORY     - 1995     MONUMENTED       ALHD
 AA8501
 AA8501                          STATION DESCRIPTION
 AA8501
 AA8501'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8501'THE STATION IS IN WASHINGTON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8501'WASHINGTON COUNTY ROAD NO 20 ABOUT 9.90 MI (15.93 KM) SOUTH OF CHATOM
 AA8501'AND ABOUT 17.30 MI (27.84 KM) WEST-NORTHWEST OF MCINTOSH. TO REACH THE
 AA8501'STATION FROM THE JUNCTION OF AL 17 AND AL 56 EAST (MILEPOST 61.10 ON
 AA8501'AL 17 AND MILEPOST 13.50 ON AL 56) IN CHATOM, DRIVE SOUTH ON AL 17 FOR
 AA8501'7.70 MI (12.39 KM) TO MILEPOST 53.40 AND WASHINGTON COUNTY ROAD NO 20
 AA8501'RIGHT. TURN RIGHT ON WASHINGTON COUNTY ROAD NO 20 AND DRIVE WEST AND
 AA8501'SOUTHWEST FOR 4.45 MI (7.16 KM) TO THE STATION ON THE RIGHT. THE
 AA8501'STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF A FOUR STRAND BARBED WIRE
 AA8501'FENCE ON GRAY METAL POSTS WITH RED TOPS, 35.0 FT (10.7 M)
 AA8501'NORTH-NORTHWEST OF THE CENTERLINE OF WASHINGTON COUNTY ROAD NO 20,
 AA8501'144.6 FT (44.1 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO 3 3R
 AA8501'T12 ACROSS THE ROAD, 145.2 FT (44.3 M) NORTH-NORTHEAST OF TELEPHONE
 AA8501'CABLE PEDESTAL NO 12 3 3R 28 ACROSS THE ROAD, 147.7 FT (45.0 M)
 AA8501'NORTH-NORTHEAST OF A JUNCTION POWER POLE WITH ONE TRANSFORMER ACROSS
 AA8501'THE ROAD, 190.0 FT (57.9 M) NORTHEAST OF A YELLOW NEWSPAPER BOX ON A
 AA8501'WOOD POST, 195.0 FT (59.4 M) NORTHEAST OF A WHITE METAL MAILBOX ON A
 AA8501'WHITE WOOD POST ACROSS THE ROAD, 3.4 FT (1.0 M) SOUTHEAST OF A
 AA8501'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 65-44
 AA8501'1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8502 ***********************************************************************
 AA8502  DESIGNATION -  65 44
 AA8502  PID         -  AA8502
 AA8502  STATE/COUNTY-  AL/WASHINGTON
 AA8502  USGS QUAD   -  VINEGAR BEND (1974)
 AA8502
 AA8502                         *CURRENT SURVEY CONTROL
 AA8502  ___________________________________________________________________
 AA8502* NAD 83(1992)-  31 19 52.57197(N)    088 18 41.67422(W)     ADJUSTED  
 AA8502* NAVD 88     -        69.7    (meters)     229.     (feet)  VERTCON   
 AA8502  ___________________________________________________________________
 AA8502  X           -     160,669.350 (meters)                     COMP
 AA8502  Y           -  -5,450,652.047 (meters)                     COMP
 AA8502  Z           -   3,297,343.173 (meters)                     COMP
 AA8502  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 AA8502  ELLIP HEIGHT-          42.12  (meters)          (07/29/02) GPS OBS
 AA8502  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 AA8502
 AA8502  HORZ ORDER  -  FIRST
 AA8502  ELLP ORDER  -  FOURTH    CLASS I
 AA8502
 AA8502.The horizontal coordinates were established by GPS observations
 AA8502.and adjusted by the National Geodetic Survey in September 1995..
 AA8502
 AA8502.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8502.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8502
 AA8502.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8502
 AA8502.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8502
 AA8502.The ellipsoidal height was determined by GPS observations
 AA8502.and is referenced to NAD 83.
 AA8502
 AA8502.The geoid height was determined by GEOID03.
 AA8502
 AA8502;                    North         East     Units Scale Factor Converg.
 AA8502;SPC AL W     -   147,864.207   522,764.206   MT  1.00000689   -0 25 19.3
 AA8502;UTM  16      - 3,467,058.639   375,218.881   MT  0.99979205   -0 40 55.5
 AA8502
 AA8502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8502!SPC AL W     -   0.99999339  x   1.00000689  =   1.00000028
 AA8502!UTM  16      -   0.99999339  x   0.99979205  =   0.99978544
 AA8502
 AA8502:                Primary Azimuth Mark                     Grid Az
 AA8502:SPC AL W     -  65 43                                    246 17 58.1
 AA8502:UTM  16      -  65 43                                    246 33 34.3
 AA8502
 AA8502|---------------------------------------------------------------------|
 AA8502| PID    Reference Object                     Distance      Geod. Az  |
 AA8502|                                                           dddmmss.s |
 AA8502| AA8501 65 43                               443.826 METERS 2455238.8 |
 AA8502|---------------------------------------------------------------------|
 AA8502
 AA8502                          SUPERSEDED SURVEY CONTROL
 AA8502
 AA8502  ELLIP H (09/29/95)   42.16   (m)                       GP(       ) 3 2
 AA8502  NGVD 29 (09/29/95)   69.7    (m)          229.     (f) GPS OBS        
 AA8502
 AA8502.Superseded values are not recommended for survey control.
 AA8502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8502.See file dsdata.txt to determine how the superseded data were derived.
 AA8502
 AA8502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7521967059(NAD 83)
 AA8502_MARKER: DD = SURVEY DISK
 AA8502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8502_STAMPING: 65-44 1995
 AA8502_MARK LOGO: ALHD  
 AA8502_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8502+STABILITY: SURFACE MOTION
 AA8502_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8502+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8502
 AA8502  HISTORY     - Date     Condition        Report By
 AA8502  HISTORY     - 1995     MONUMENTED       ALHD
 AA8502
 AA8502                          STATION DESCRIPTION
 AA8502
 AA8502'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8502'THE STATION IS IN WASHINGTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8502'WASHINGTON COUNTY ROAD NO 20 ABOUT 9.75 MI (15.69 KM) SOUTH OF CHATOM
 AA8502'AND ABOUT 17.05 MI (27.44 KM) WEST-NORTHWEST OF MCINTOSH. TO REACH THE
 AA8502'STATION FROM THE JUNCTION OF AL 17 AND AL 56 EAST (MILEPOST 61.10 ON
 AA8502'AL 17 AND MILEPOST 13.50 ON AL 56) IN CHATOM, DRIVE SOUTH ON AL 17 FOR
 AA8502'7.70 MI (12.39 KM) TO MILEPOST 53.40 AND WASHINGTON COUNTY ROAD NO 20
 AA8502'RIGHT. TURN RIGHT ON WASHINGTON COUNTY ROAD NO 20 AND DRIVE WEST AND
 AA8502'SOUTHWEST FOR 4.15 MI (6.68 KM) TO THE STATION ON THE LEFT. THE
 AA8502'STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FOUR STRAND BARBED WIRE
 AA8502'FENCE WITH ONE STRAND OF ELECTRIC FENCE ON GRAY METAL POSTS WITH RED
 AA8502'TOPS, 37.2 FT (11.3 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF WASHINGTON
 AA8502'COUNTY ROAD NO 20, 86.0 FT (26.2 M) EAST-NORTHEAST OF AN ANGLE POWER
 AA8502'POLE WITH ONE GUY WIRE, 2.8 FT (0.9 M) NORTHWEST OF A CARSONITE
 AA8502'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 65-43 1995 MAY BE
 AA8502'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8503 ***********************************************************************
 AA8503  DESIGNATION -  65 45
 AA8503  PID         -  AA8503
 AA8503  STATE/COUNTY-  AL/WASHINGTON
 AA8503  USGS QUAD   -  RUTAN (1982)
 AA8503
 AA8503                         *CURRENT SURVEY CONTROL
 AA8503  ___________________________________________________________________
 AA8503* NAD 83(1992)-  31 23 22.98891(N)    088 10 02.30448(W)     ADJUSTED  
 AA8503* NAVD 88     -        49.4    (meters)     162.     (feet)  VERTCON   
 AA8503  ___________________________________________________________________
 AA8503  X           -     174,285.014 (meters)                     COMP
 AA8503  Y           -  -5,446,841.785 (meters)                     COMP
 AA8503  Z           -   3,302,866.371 (meters)                     COMP
 AA8503  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AA8503  ELLIP HEIGHT-          21.62  (meters)          (07/29/02) GPS OBS
 AA8503  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA8503
 AA8503  HORZ ORDER  -  FIRST
 AA8503  ELLP ORDER  -  FOURTH    CLASS I
 AA8503
 AA8503.The horizontal coordinates were established by GPS observations
 AA8503.and adjusted by the National Geodetic Survey in September 1995..
 AA8503
 AA8503.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8503.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8503
 AA8503.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8503
 AA8503.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8503
 AA8503.The ellipsoidal height was determined by GPS observations
 AA8503.and is referenced to NAD 83.
 AA8503
 AA8503.The geoid height was determined by GEOID03.
 AA8503
 AA8503;                    North         East     Units Scale Factor Converg.
 AA8503;SPC AL W     -   154,252.422   536,533.582   MT  0.99998300   -0 20 51.3
 AA8503;UTM  16      - 3,473,382.830   389,014.056   MT  0.99975193   -0 36 29.0
 AA8503
 AA8503!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8503!SPC AL W     -   0.99999661  x   0.99998300  =   0.99997961
 AA8503!UTM  16      -   0.99999661  x   0.99975193  =   0.99974854
 AA8503
 AA8503:                Primary Azimuth Mark                     Grid Az
 AA8503:SPC AL W     -  65 46                                    355 32 18.1
 AA8503:UTM  16      -  65 46                                    355 47 55.8
 AA8503
 AA8503|---------------------------------------------------------------------|
 AA8503| PID    Reference Object                     Distance      Geod. Az  |
 AA8503|                                                           dddmmss.s |
 AA8503| AA8504 65 46                               411.705 METERS 3551126.8 |
 AA8503|---------------------------------------------------------------------|
 AA8503
 AA8503                          SUPERSEDED SURVEY CONTROL
 AA8503
 AA8503  ELLIP H (09/29/95)   21.66   (m)                       GP(       ) 3 2
 AA8503  NGVD 29 (09/29/95)   49.3    (m)          162.     (f) GPS OBS        
 AA8503
 AA8503.Superseded values are not recommended for survey control.
 AA8503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8503.See file dsdata.txt to determine how the superseded data were derived.
 AA8503
 AA8503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8901473383(NAD 83)
 AA8503_MARKER: DD = SURVEY DISK
 AA8503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8503_STAMPING: 65-45 1995
 AA8503_MARK LOGO: ALHD  
 AA8503_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8503+STABILITY: SURFACE MOTION
 AA8503_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8503+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8503
 AA8503  HISTORY     - Date     Condition        Report By
 AA8503  HISTORY     - 1995     MONUMENTED       ALHD
 AA8503
 AA8503                          STATION DESCRIPTION
 AA8503
 AA8503'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8503'THE STATION IS IN WASHINGTON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8503'WASHINGTON COUNTY ROAD NO 25 ABOUT 7.20 MI (11.59 KM) SOUTHEAST OF
 AA8503'CHATOM AND ABOUT 11.70 MI (18.83 KM) NORTHWEST OF MCINTOSH. TO REACH
 AA8503'THE STATION FROM THE JUNCTION OF AL 17 AND AL 56 EAST (MILEPOST 61.10
 AA8503'ON AL 17 AND MILEPOST 13.50 ON AL 56) IN CHATOM, DRIVE EAST ON AL 56
 AA8503'FOR 2.80 MI (4.51 KM) TO MILEPOST 16.30 AND WASHINGTON COUNTY ROAD NO
 AA8503'19 RIGHT. TURN RIGHT ON WASHINGTON COUNTY ROAD NO 19 AND DRIVE
 AA8503'SOUTHEAST FOR 2.25 MI (3.62 KM) TO THE END OF PAVEMENT AND BEGINNING
 AA8503'OF A DIRT ROAD. CONTINUE SOUTH ON THE DIRT ROAD FOR 3.20 MI (5.15 KM)
 AA8503'TO PAVED WASHINGTON COUNTY ROAD NO 25 RIGHT. TURN RIGHT ON WASHINGTON
 AA8503'COUNTY ROAD NO 25 AND DRIVE SOUTHWEST FOR 0.10 MI (0.16 KM) TO THE
 AA8503'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHEAST OF
 AA8503'A FOUR STRAND BARBED WIRE FENCE ON GREEN METAL POSTS WITH SILVER TOPS,
 AA8503'14.2 FT (4.3 M) EAST-NORTHEAST OF THE EAST OF TWO CONNECTED WOOD POSTS
 AA8503'IN THE FENCELINE, 20.5 FT (6.2 M) EAST-NORTHEAST OF THE WEST OF TWO
 AA8503'CONNECTED WOOD POSTS IN THE FENCELINE, 20.7 FT (6.3 M) EAST-NORTHEAST
 AA8503'OF A LIGHT BLUE WOODEN BIRDHOUSE ON THE WEST OF TWO CONNECTED WOOD
 AA8503'POSTS IN THE FENCELINE, 45.3 FT (13.8 M) NORTH-NORTHWEST OF THE
 AA8503'CENTERLINE OF WASHINGTON COUNTY ROAD NO 25, 73.5 FT (22.4 M) NORTHEAST
 AA8503'OF A JUNCTION POWER POLE WITH ONE TRANSFORMER, 100.3 FT (30.6 M)
 AA8503'NORTHEAST OF A LARGE METAL MAILBOX ON A TEN-INCH WOOD POST, 2.7 FT
 AA8503'(0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8503'GROUND. STATION 65-46 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8504 ***********************************************************************
 AA8504  DESIGNATION -  65 46
 AA8504  PID         -  AA8504
 AA8504  STATE/COUNTY-  AL/WASHINGTON
 AA8504  USGS QUAD   -  RUTAN (1982)
 AA8504
 AA8504                         *CURRENT SURVEY CONTROL
 AA8504  ___________________________________________________________________
 AA8504* NAD 83(1992)-  31 23 36.30936(N)    088 10 03.61097(W)     ADJUSTED  
 AA8504* NAVD 88     -        46.9    (meters)     154.     (feet)  VERTCON   
 AA8504  ___________________________________________________________________
 AA8504  X           -     174,243.615 (meters)                     COMP
 AA8504  Y           -  -5,446,627.237 (meters)                     COMP
 AA8504  Z           -   3,303,215.317 (meters)                     COMP
 AA8504  LAPLACE CORR-          -2.03  (seconds)                    DEFLEC99
 AA8504  ELLIP HEIGHT-          19.20  (meters)          (07/29/02) GPS OBS
 AA8504  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 AA8504
 AA8504  HORZ ORDER  -  FIRST
 AA8504  ELLP ORDER  -  FOURTH    CLASS I
 AA8504
 AA8504.The horizontal coordinates were established by GPS observations
 AA8504.and adjusted by the National Geodetic Survey in September 1995..
 AA8504
 AA8504.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8504.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8504
 AA8504.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8504
 AA8504.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8504
 AA8504.The ellipsoidal height was determined by GPS observations
 AA8504.and is referenced to NAD 83.
 AA8504
 AA8504.The geoid height was determined by GEOID03.
 AA8504
 AA8504;                    North         East     Units Scale Factor Converg.
 AA8504;SPC AL W     -   154,662.873   536,501.555   MT  0.99998305   -0 20 52.1
 AA8504;UTM  16      - 3,473,793.327   388,983.903   MT  0.99975201   -0 36 29.9
 AA8504
 AA8504!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8504!SPC AL W     -   0.99999699  x   0.99998305  =   0.99998004
 AA8504!UTM  16      -   0.99999699  x   0.99975201  =   0.99974900
 AA8504
 AA8504:                Primary Azimuth Mark                     Grid Az
 AA8504:SPC AL W     -  65 45                                    175 32 18.2
 AA8504:UTM  16      -  65 45                                    175 47 56.0
 AA8504
 AA8504|---------------------------------------------------------------------|
 AA8504| PID    Reference Object                     Distance      Geod. Az  |
 AA8504|                                                           dddmmss.s |
 AA8504| AA8503 65 45                               411.705 METERS 1751126.1 |
 AA8504|---------------------------------------------------------------------|
 AA8504
 AA8504                          SUPERSEDED SURVEY CONTROL
 AA8504
 AA8504  ELLIP H (09/29/95)   19.24   (m)                       GP(       ) 3 2
 AA8504  NGVD 29 (09/29/95)   46.9    (m)          154.     (f) GPS OBS        
 AA8504
 AA8504.Superseded values are not recommended for survey control.
 AA8504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8504.See file dsdata.txt to determine how the superseded data were derived.
 AA8504
 AA8504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8898473793(NAD 83)
 AA8504_MARKER: DD = SURVEY DISK
 AA8504_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8504_STAMPING: 65-46 1995
 AA8504_MARK LOGO: ALHD  
 AA8504_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8504_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8504+STABILITY: SURFACE MOTION
 AA8504_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8504+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8504
 AA8504  HISTORY     - Date     Condition        Report By
 AA8504  HISTORY     - 1995     MONUMENTED       ALHD
 AA8504
 AA8504                          STATION DESCRIPTION
 AA8504
 AA8504'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8504'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF A DIRT
 AA8504'ROAD ABOUT 7.00 MI (11.27 KM) SOUTHEAST OF CHATOM AND ABOUT 11.90 MI
 AA8504'(19.15 KM) NORTHWEST OF MCINTOSH. TO REACH THE STATION FROM THE
 AA8504'JUNCTION OF AL 17 AND AL 56 EAST (MILEPOST 61.10 ON AL 17 AND MILEPOST
 AA8504'13.50 ON AL 56) IN CHATOM, DRIVE EAST ON AL 56 FOR 2.80 MI (4.51 KM)
 AA8504'TO MILEPOST 16.30 AND WASHINGTON COUNTY ROAD NO 19 RIGHT. TURN RIGHT
 AA8504'ON WASHINGTON COUNTY ROAD NO 19 AND DRIVE SOUTHEAST FOR 2.25 MI (3.62
 AA8504'KM) TO THE END OF PAVEMENT AND BEGINNING OF A DIRT ROAD. CONTINUE
 AA8504'SOUTH ON THE DIRT ROAD FOR 2.95 MI (4.75 KM) TO THE STATION ON THE
 AA8504'RIGHT. THE STATION IS 11.8 FT (3.6 M) EAST-NORTHEAST OF A FOUR STRAND
 AA8504'BARBED WIRE FENCE ON OLD WOOD POSTS, 19.3 FT (5.9 M) WEST-SOUTHWEST OF
 AA8504'THE CENTER OF THE DIRT ROAD, 157.0 FT (47.9 M) NORTH-NORTHWEST OF A
 AA8504'POWER POLE WITH A LIGHT BLUE WOODEN BIRDHOUSE ON IT, 12.1 FT (3.7 M)
 AA8504'EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8504'GROUND. STATION 65-45 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8505 ***********************************************************************
 AA8505  DESIGNATION -  65 47
 AA8505  PID         -  AA8505
 AA8505  STATE/COUNTY-  AL/WASHINGTON
 AA8505  USGS QUAD   -  SAINT STEPHENS (1981)
 AA8505
 AA8505                         *CURRENT SURVEY CONTROL
 AA8505  ___________________________________________________________________
 AA8505* NAD 83(1992)-  31 32 07.47834(N)    088 06 47.35378(W)     ADJUSTED  
 AA8505* NAVD 88     -        56.4    (meters)     185.     (feet)  VERTCON   
 AA8505  ___________________________________________________________________
 AA8505  X           -     179,155.593 (meters)                     COMP
 AA8505  Y           -  -5,438,253.804 (meters)                     COMP
 AA8505  Z           -   3,316,649.090 (meters)                     COMP
 AA8505  LAPLACE CORR-          -1.74  (seconds)                    DEFLEC99
 AA8505  ELLIP HEIGHT-          28.69  (meters)          (07/29/02) GPS OBS
 AA8505  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 AA8505
 AA8505  HORZ ORDER  -  FIRST
 AA8505  ELLP ORDER  -  FOURTH    CLASS I
 AA8505
 AA8505.The horizontal coordinates were established by GPS observations
 AA8505.and adjusted by the National Geodetic Survey in September 1995..
 AA8505
 AA8505.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8505
 AA8505.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8505
 AA8505.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8505
 AA8505.The ellipsoidal height was determined by GPS observations
 AA8505.and is referenced to NAD 83.
 AA8505
 AA8505.The geoid height was determined by GEOID03.
 AA8505
 AA8505;                    North         East     Units Scale Factor Converg.
 AA8505;SPC AL W     -   170,375.695   541,774.303   MT  0.99997513   -0 19 14.5
 AA8505;UTM  16      - 3,489,478.289   394,326.929   MT  0.99973773   -0 34 56.1
 AA8505
 AA8505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8505!SPC AL W     -   0.99999549  x   0.99997513  =   0.99997063
 AA8505!UTM  16      -   0.99999549  x   0.99973773  =   0.99973323
 AA8505
 AA8505                          SUPERSEDED SURVEY CONTROL
 AA8505
 AA8505  ELLIP H (09/29/95)   28.73   (m)                       GP(       ) 3 2
 AA8505  NGVD 29 (09/29/95)   56.4    (m)          185.     (f) GPS OBS        
 AA8505
 AA8505.Superseded values are not recommended for survey control.
 AA8505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8505.See file dsdata.txt to determine how the superseded data were derived.
 AA8505
 AA8505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9432789478(NAD 83)
 AA8505_MARKER: DD = SURVEY DISK
 AA8505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8505_STAMPING: 65-47 1995
 AA8505_MARK LOGO: ALHD  
 AA8505_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8505+STABILITY: SURFACE MOTION
 AA8505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8505+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8505
 AA8505  HISTORY     - Date     Condition        Report By
 AA8505  HISTORY     - 1995     MONUMENTED       ALHD
 AA8505
 AA8505                          STATION DESCRIPTION
 AA8505
 AA8505'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8505'THE STATION IS IN WASHINGTON COUNTY ON THE NORTH RIGHT OF WAY OF A
 AA8505'DIRT ROAD ABOUT 19.10 MI (30.74 KM) NORTH OF MCINTOSH AND ABOUT 9.70
 AA8505'MI (15.61 KM) NORTHEAST OF CHATOM. TO REACH THE STATION FROM THE
 AA8505'JUNCTION OF AL 17 AND AL 56 EAST (MILEPOST 61.10 ON AL 17 AND MILEPOST
 AA8505'13.50 ON AL 56) IN CHATOM, DRIVE EAST ON AL 56 FOR 4.10 MI (6.60 KM)
 AA8505'TO MILEPOST 17.60 AND WASHINGTON COUNTY ROAD NO 28 LEFT. TURN LEFT ON
 AA8505'WASHINGTON COUNTY ROAD NO 28 AND DRIVE NORTH, EAST, AND NORTHEAST FOR
 AA8505'8.80 MI (14.16 KM) TO A DIRT ROAD LEFT AT AN INTERNATIONAL PAPER
 AA8505'COMPANY FIELD OFFICE. TURN LEFT ON THE DIRT ROAD AND DRIVE NORTHWEST
 AA8505'FOR 1.80 MI (2.90 KM) TO THE STATION ON THE RIGHT AT A HIGH VOLTAGE
 AA8505'POWER LINE CROSSING. THE STATION IS 18.6 FT (5.7 M) NORTH OF THE
 AA8505'CENTER OF THE DIRT ROAD, 21.5 FT (6.6 M) NORTHWEST OF THE CENTER OF
 AA8505'THE JUNCTION OF THE DIRT ROAD AND A WOODS ROAD LEADING ALONG POWER
 AA8505'LINE RIGHT OF WAY, 48.0 FT (14.6 M) NORTH-NORTHWEST OF THE CENTER OF
 AA8505'THE JUNCTION OF A WOODS ROAD ACROSS THE DIRT ROAD AND THE DIRT ROAD
 AA8505'ITSELF, 78.5 FT (23.9 M) WEST OF THE SOUTH OF TWO CONNECTED HIGH
 AA8505'VOLTAGE POWER POLES, 81.3 FT (24.8 M) WEST OF THE NORTH OF TWO
 AA8505'CONNECTED HIGH VOLTAGE POWER POLES, 158.0 FT (48.2 M) NORTH OF THE
 AA8505'CENTER OF A RUSTY PIPE GATE ACROSS THE DIRT ROAD, 2.2 FT (0.7 M)
 AA8505'SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8505'GROUND. STATION 65-48 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8506 ***********************************************************************
 AA8506  DESIGNATION -  65 48
 AA8506  PID         -  AA8506
 AA8506  STATE/COUNTY-  AL/WASHINGTON
 AA8506  USGS QUAD   -  SAINT STEPHENS (1981)
 AA8506
 AA8506                         *CURRENT SURVEY CONTROL
 AA8506  ___________________________________________________________________
 AA8506* NAD 83(1992)-  31 32 09.45796(N)    088 06 21.81433(W)     ADJUSTED  
 AA8506* NAVD 88     -        61.8    (meters)     203.     (feet)  VERTCON   
 AA8506  ___________________________________________________________________
 AA8506  X           -     179,828.049 (meters)                     COMP
 AA8506  Y           -  -5,438,204.350 (meters)                     COMP
 AA8506  Z           -   3,316,703.908 (meters)                     COMP
 AA8506  LAPLACE CORR-          -1.67  (seconds)                    DEFLEC99
 AA8506  ELLIP HEIGHT-          34.14  (meters)          (07/29/02) GPS OBS
 AA8506  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 AA8506
 AA8506  HORZ ORDER  -  FIRST
 AA8506  ELLP ORDER  -  FOURTH    CLASS I
 AA8506
 AA8506.The horizontal coordinates were established by GPS observations
 AA8506.and adjusted by the National Geodetic Survey in September 1995..
 AA8506
 AA8506.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8506.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8506
 AA8506.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8506
 AA8506.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8506
 AA8506.The ellipsoidal height was determined by GPS observations
 AA8506.and is referenced to NAD 83.
 AA8506
 AA8506.The geoid height was determined by GEOID03.
 AA8506
 AA8506;                    North         East     Units Scale Factor Converg.
 AA8506;SPC AL W     -   170,432.915   542,448.332   MT  0.99997417   -0 19 01.2
 AA8506;UTM  16      - 3,489,532.419   395,001.053   MT  0.99973598   -0 34 42.8
 AA8506
 AA8506!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8506!SPC AL W     -   0.99999464  x   0.99997417  =   0.99996881
 AA8506!UTM  16      -   0.99999464  x   0.99973598  =   0.99973062
 AA8506
 AA8506                          SUPERSEDED SURVEY CONTROL
 AA8506
 AA8506  ELLIP H (09/29/95)   34.18   (m)                       GP(       ) 3 2
 AA8506  NGVD 29 (09/29/95)   61.8    (m)          203.     (f) GPS OBS        
 AA8506
 AA8506.Superseded values are not recommended for survey control.
 AA8506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8506.See file dsdata.txt to determine how the superseded data were derived.
 AA8506
 AA8506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9500189532(NAD 83)
 AA8506_MARKER: DD = SURVEY DISK
 AA8506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8506_STAMPING: 65-48 1995
 AA8506_MARK LOGO: ALHD  
 AA8506_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8506+STABILITY: SURFACE MOTION
 AA8506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8506+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8506
 AA8506  HISTORY     - Date     Condition        Report By
 AA8506  HISTORY     - 1995     MONUMENTED       ALHD
 AA8506
 AA8506                          STATION DESCRIPTION
 AA8506
 AA8506'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8506'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF A DIRT
 AA8506'ROAD ABOUT 19.05 MI (30.66 KM) NORTH OF MCINTOSH AND ABOUT 10.00 MI
 AA8506'(16.09 KM) NORTHEAST OF CHATOM. TO REACH THE STATION FROM THE JUNCTION
 AA8506'OF AL 17 AND AL 56 EAST (MILEPOST 61.10 ON AL 17 AND MILEPOST 13.50 ON
 AA8506'AL 56) IN CHATOM, DRIVE EAST ON AL 56 FOR 4.10 MI (6.60 KM) TO
 AA8506'MILEPOST 17.60 AND WASHINGTON COUNTY ROAD NO 28 LEFT. TURN LEFT ON
 AA8506'WASHINGTON COUNTY ROAD NO 28 AND DRIVE NORTH, EAST, AND NORTHEAST FOR
 AA8506'8.80 MI (14.16 KM) TO A DIRT ROAD LEFT AT AN INTERNATIONAL PAPER
 AA8506'COMPANY FIELD OFFICE. TURN LEFT ON THE DIRT ROAD AND DRIVE NORTHWEST
 AA8506'AND WEST FOR 1.30 MI (2.09 KM) TO THE STATION ON THE RIGHT AT A HIGH
 AA8506'VOLTAGE POWER LINE CROSSING. THE STATION IS 21.6 FT (6.6 M) NORTH OF
 AA8506'THE CENTER OF A WOODS ROAD LEADING ALONG POWER LINE RIGHT OF WAY, 23.2
 AA8506'FT (7.1 M) WEST OF THE CENTER OF THE DIRT ROAD, 54.5 FT (16.6 M) WEST
 AA8506'OF A HIGH VOLTAGE POWER POLE ACROSS THE DIRT ROAD, 2.0 FT (0.6 M) EAST
 AA8506'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8506'65-47 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8507 ***********************************************************************
 AA8507  DESIGNATION -  65 49
 AA8507  PID         -  AA8507
 AA8507  STATE/COUNTY-  AL/WASHINGTON
 AA8507  USGS QUAD   -  BIGBEE (1981)
 AA8507
 AA8507                         *CURRENT SURVEY CONTROL
 AA8507  ___________________________________________________________________
 AA8507* NAD 83(1992)-  31 32 32.43510(N)    088 14 39.74893(W)     ADJUSTED  
 AA8507* NAVD 88     -        58.4    (meters)     192.     (feet)  VERTCON   
 AA8507  ___________________________________________________________________
 AA8507  X           -     166,687.988 (meters)                     COMP
 AA8507  Y           -  -5,438,249.860 (meters)                     COMP
 AA8507  Z           -   3,317,305.372 (meters)                     COMP
 AA8507  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AA8507  ELLIP HEIGHT-          30.91  (meters)          (07/29/02) GPS OBS
 AA8507  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA8507
 AA8507  HORZ ORDER  -  FIRST
 AA8507  ELLP ORDER  -  FOURTH    CLASS I
 AA8507
 AA8507.The horizontal coordinates were established by GPS observations
 AA8507.and adjusted by the National Geodetic Survey in September 1995..
 AA8507
 AA8507.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8507.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8507
 AA8507.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8507
 AA8507.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8507
 AA8507.The ellipsoidal height was determined by GPS observations
 AA8507.and is referenced to NAD 83.
 AA8507
 AA8507.The geoid height was determined by GEOID03.
 AA8507
 AA8507;                    North         East     Units Scale Factor Converg.
 AA8507;SPC AL W     -   171,221.547   529,318.370   MT  0.99999493   -0 23 21.9
 AA8507;UTM  16      - 3,490,380.794   381,877.854   MT  0.99977209   -0 39 03.8
 AA8507
 AA8507!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8507!SPC AL W     -   0.99999515  x   0.99999493  =   0.99999008
 AA8507!UTM  16      -   0.99999515  x   0.99977209  =   0.99976724
 AA8507
 AA8507|---------------------------------------------------------------------|
 AA8507| PID    Reference Object                     Distance      Geod. Az  |
 AA8507|                                                           dddmmss.s |
 AA8507| AA8508 65 50                               354.881 METERS 35544     |
 AA8507|---------------------------------------------------------------------|
 AA8507
 AA8507                          SUPERSEDED SURVEY CONTROL
 AA8507
 AA8507  ELLIP H (09/29/95)   30.95   (m)                       GP(       ) 3 2
 AA8507  NGVD 29 (09/29/95)   58.4    (m)          192.     (f) GPS OBS        
 AA8507
 AA8507.Superseded values are not recommended for survey control.
 AA8507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8507.See file dsdata.txt to determine how the superseded data were derived.
 AA8507
 AA8507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8187890381(NAD 83)
 AA8507_MARKER: DD = SURVEY DISK
 AA8507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8507_STAMPING: 65-49 1995
 AA8507_MARK LOGO: ALHD  
 AA8507_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8507+STABILITY: SURFACE MOTION
 AA8507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8507+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8507
 AA8507  HISTORY     - Date     Condition        Report By
 AA8507  HISTORY     - 1995     MONUMENTED       ALHD
 AA8507
 AA8507                          STATION DESCRIPTION
 AA8507
 AA8507'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8507'THE STATION IS IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY OF A
 AA8507'PAVED COUNTY ROAD ABOUT 5.45 MI (8.77 KM) NORTH OF CHATOM AND ABOUT
 AA8507'7.30 MI (11.75 KM) SOUTHEAST OF MILLRY. TO REACH THE STATION FROM THE
 AA8507'JUNCTION OF AL 17 AND AL 56 WEST (MILEPOST 61.15 ON AL 17 AND MILEPOST
 AA8507'13.45 ON AL 56) IN CHATOM, DRIVE NORTHEAST, NORTH, AND NORTHWEST ON AL
 AA8507'17 FOR 4.35 MI (7.00 KM) TO MILEPOST 65.50 AND A PAVED COUNTY ROAD
 AA8507'RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 1.65 MI
 AA8507'(2.66 KM) TO THE STATION ON THE RIGHT. THE STATION IS 25.0 FT (7.6 M)
 AA8507'NORTH-NORTHWEST OF A JUNCTION POWER POLE WITH ONE TRANSFORMER AND TWO
 AA8507'GUY WIRES, 44.0 FT (13.4 M) EAST OF THE CENTERLINE OF THE PAVED COUNTY
 AA8507'ROAD, 136.5 FT (41.6 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO B 29 R 9
 AA8507'LP 8, 1.7 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8507'WITH THE GROUND. STATION 65-50 1995 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8507'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1855 ***********************************************************************
 BV1855  DESIGNATION -  65 5
 BV1855  PID         -  BV1855
 BV1855  STATE/COUNTY-  AL/WASHINGTON
 BV1855  USGS QUAD   -  COPELAND (1986)
 BV1855
 BV1855                         *CURRENT SURVEY CONTROL
 BV1855  ___________________________________________________________________
 BV1855* NAD 83(1992)-  31 32 20.45032(N)    088 24 40.33066(W)     ADJUSTED  
 BV1855* NAVD 88     -       103.6    (meters)     340.     (feet)  VERTCON   
 BV1855  ___________________________________________________________________
 BV1855  X           -     150,859.166 (meters)                     COMP
 BV1855  Y           -  -5,438,943.893 (meters)                     COMP
 BV1855  Z           -   3,317,014.548 (meters)                     COMP
 BV1855  LAPLACE CORR-          -1.97  (seconds)                    DEFLEC99
 BV1855  ELLIP HEIGHT-          76.36  (meters)          (07/29/02) GPS OBS
 BV1855  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BV1855
 BV1855  HORZ ORDER  -  FIRST
 BV1855  ELLP ORDER  -  FOURTH    CLASS I
 BV1855
 BV1855.The horizontal coordinates were established by GPS observations
 BV1855.and adjusted by the National Geodetic Survey in December 1992..
 BV1855
 BV1855.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1855.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1855
 BV1855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1855
 BV1855.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1855
 BV1855.The ellipsoidal height was determined by GPS observations
 BV1855.and is referenced to NAD 83.
 BV1855
 BV1855.The geoid height was determined by GEOID03.
 BV1855
 BV1855;                    North         East     Units Scale Factor Converg.
 BV1855;SPC AL W     -   170,972.162   513,473.673   MT  1.00002564   -0 28 36.0
 BV1855;SPC MS E     -   226,113.682   340,084.865   MT  0.99996981   +0 13 14.9
 BV1855;SPC MS E     -   741,841.31  1,115,761.76   sFT  0.99996981   +0 13 14.9
 BV1855;UTM  16      - 3,490,203.799   366,035.568   MT  0.99982135   -0 44 17.8
 BV1855
 BV1855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1855!SPC AL W     -   0.99998801  x   1.00002564  =   1.00001365
 BV1855!SPC MS E     -   0.99998801  x   0.99996981  =   0.99995782
 BV1855!UTM  16      -   0.99998801  x   0.99982135  =   0.99980936
 BV1855
 BV1855                          SUPERSEDED SURVEY CONTROL
 BV1855
 BV1855  ELLIP H (12/04/92)   76.40   (m)                       GP(       ) 4 1
 BV1855  NAD 83(1986)-  31 32 20.46613(N)    088 24 40.33273(W) AD(       ) 1
 BV1855  NGVD 29 (12/04/92)  103.6    (m)          340.     (f) GPS OBS        
 BV1855
 BV1855.Superseded values are not recommended for survey control.
 BV1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1855.See file dsdata.txt to determine how the superseded data were derived.
 BV1855
 BV1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6603690204(NAD 83)
 BV1855_MARKER: DD = SURVEY DISK
 BV1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1855_SP_SET: CONCRETE POST
 BV1855_STAMPING: 65-5 1991
 BV1855_MARK LOGO: ALHD  
 BV1855_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1855+STABILITY: SURFACE MOTION
 BV1855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1855+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BV1855
 BV1855  HISTORY     - Date     Condition        Report By
 BV1855  HISTORY     - 1991     MONUMENTED       ALHD
 BV1855
 BV1855                          STATION DESCRIPTION
 BV1855
 BV1855'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1855'THE STATION IS LOCATED IN WASHINGTON COUNTY ON A HIGH VOLTAGE POWER
 BV1855'LINE RIGHT OF WAY, ABOUT 8.55 MI (13.76 KM) SOUTHWEST OF MILLRY AND
 BV1855'ABOUT 10.50 MI (16.90 KM) NORTHWEST OF CHATOM.
 BV1855'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 56 (MILE POST
 BV1855'13.50 ON ALA 56) IN CHATOM, DRIVE WEST ON ALA 56 FOR 7.45 MI
 BV1855'(11.99 KM) TO MILE POST 6.05 AND WASHINGTON COUNTY ROAD NO. 11 ON THE
 BV1855'RIGHT, TURN RIGHT ON WASHINGTON COUNTY ROAD NO. 11 AND DRIVE
 BV1855'NORTHWEST FOR 4.60 MI (7.40 KM) TO A WOODS ROAD ON THE LEFT NEAR A
 BV1855'POWER LINE CROSSING, TURN LEFT ON THE WOODS ROAD AND DRIVE WEST FOR
 BV1855'0.25 MI (0.40 KM) TO A WOODS ROAD ON THE RIGHT UNDER THE HIGH VOLTAGE
 BV1855'POWER LINE, TURN RIGHT ON THE WOODS ROAD AND DRIVE WEST UP A STEEP
 BV1855'HILL TO THE TOP OF THE HILL AND THE STATION ON THE RIGHT.
 BV1855'THE STATION IS 11.0 FT (3.4 M) NORTH OF THE CENTER OF THE WOODS ROAD,
 BV1855'67.5 FT (20.6 M) EAST OF THE NORTH POLE OF POWER LINE POLE BENT NO.
 BV1855'160, 74.0 FT (22.6 M) EAST-NORTHEAST OF THE SOUTH POLE OF POWER LINE
 BV1855'POLE BENT NO. 160, 1.6 FT (0.5 M) SOUTH OF A CARSONITE WITNESS POST,
 BV1855'AND SET FLUSH WITH THE GROUND.
 BV1855'STATION 65-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8508 ***********************************************************************
 AA8508  DESIGNATION -  65 50
 AA8508  PID         -  AA8508
 AA8508  STATE/COUNTY-  AL/WASHINGTON
 AA8508  USGS QUAD   -  BIGBEE (1981)
 AA8508
 AA8508                         *CURRENT SURVEY CONTROL
 AA8508  ___________________________________________________________________
 AA8508* NAD 83(1992)-  31 32 43.92546(N)    088 14 40.74905(W)     ADJUSTED  
 AA8508* NAVD 88     -        56.3    (meters)     185.     (feet)  VERTCON   
 AA8508  ___________________________________________________________________
 AA8508  X           -     166,655.892 (meters)                     COMP
 AA8508  Y           -  -5,438,063.780 (meters)                     COMP
 AA8508  Z           -   3,317,605.855 (meters)                     COMP
 AA8508  LAPLACE CORR-          -2.02  (seconds)                    DEFLEC99
 AA8508  ELLIP HEIGHT-          28.76  (meters)          (07/29/02) GPS OBS
 AA8508  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA8508
 AA8508  HORZ ORDER  -  FIRST
 AA8508  ELLP ORDER  -  FOURTH    CLASS I
 AA8508
 AA8508.The horizontal coordinates were established by GPS observations
 AA8508.and adjusted by the National Geodetic Survey in September 1995..
 AA8508
 AA8508.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8508.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8508
 AA8508.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8508
 AA8508.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8508
 AA8508.The ellipsoidal height was determined by GPS observations
 AA8508.and is referenced to NAD 83.
 AA8508
 AA8508.The geoid height was determined by GEOID03.
 AA8508
 AA8508;                    North         East     Units Scale Factor Converg.
 AA8508;SPC AL W     -   171,575.616   529,294.396   MT  0.99999497   -0 23 22.6
 AA8508;UTM  16      - 3,490,734.890   381,855.502   MT  0.99977215   -0 39 04.5
 AA8508
 AA8508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8508!SPC AL W     -   0.99999548  x   0.99999497  =   0.99999045
 AA8508!UTM  16      -   0.99999548  x   0.99977215  =   0.99976764
 AA8508
 AA8508|---------------------------------------------------------------------|
 AA8508| PID    Reference Object                     Distance      Geod. Az  |
 AA8508|                                                           dddmmss.s |
 AA8508| AA8507 65 49                               354.881 METERS 17544     |
 AA8508|---------------------------------------------------------------------|
 AA8508
 AA8508                          SUPERSEDED SURVEY CONTROL
 AA8508
 AA8508  ELLIP H (09/29/95)   28.80   (m)                       GP(       ) 3 2
 AA8508  NGVD 29 (09/29/95)   56.2    (m)          184.     (f) GPS OBS        
 AA8508
 AA8508.Superseded values are not recommended for survey control.
 AA8508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8508.See file dsdata.txt to determine how the superseded data were derived.
 AA8508
 AA8508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8185690735(NAD 83)
 AA8508_MARKER: DD = SURVEY DISK
 AA8508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8508_STAMPING: 65-50 1995
 AA8508_MARK LOGO: ALHD  
 AA8508_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8508_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8508+STABILITY: SURFACE MOTION
 AA8508_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8508+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8508
 AA8508  HISTORY     - Date     Condition        Report By
 AA8508  HISTORY     - 1995     MONUMENTED       ALHD
 AA8508
 AA8508                          STATION DESCRIPTION
 AA8508
 AA8508'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8508'THE STATION IS IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY OF A
 AA8508'PAVED COUNTY ROAD ABOUT 5.70 MI (9.17 KM) NORTH OF CHATOM AND ABOUT
 AA8508'7.10 MI (11.43 KM) SOUTHEAST OF MILLRY. TO REACH THE STATION FROM THE
 AA8508'JUNCTION OF AL 17 AND AL 56 WEST (MILEPOST 61.15 ON AL 17 AND MILEPOST
 AA8508'13.45 ON AL 56) IN CHATOM, DRIVE NORTHEAST, NORTH, AND NORTHWEST ON AL
 AA8508'17 FOR 4.35 MI (7.00 KM) TO MILEPOST 65.50 AND A PAVED COUNTY ROAD
 AA8508'RIGHT. TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE NORTH FOR 1.90 MI
 AA8508'(3.06 KM) TO THE STATION ON THE RIGHT. THE STATION IS 10.5 FT (3.2 M)
 AA8508'NORTHEAST OF A WATER METER BOX FLUSH WITH THE GROUND, 40.0 FT (12.2 M)
 AA8508'EAST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 65.3 FT (19.9 M)
 AA8508'SOUTH OF A JUNCTION POWER POLE WITH ONE TRANSFORMER AND ONE GUY WIRE,
 AA8508'71.3 FT (21.7 M) WEST-NORTHWEST OF AN ANGLE POWER POLE, 80.7 FT (24.6
 AA8508'M) SOUTH OF TELEPHONE CABLE PEDESTAL NO B 29R 12, 112.5 FT (34.3 M)
 AA8508'SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO B 29R 1 ACROSS THE ROAD,
 AA8508'134.0 FT (40.8 M) WEST-SOUTHWEST OF A POWER POLE IN A FIELD, 1.6 FT
 AA8508'(0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8508'GROUND. STATION 65-49 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8509 ***********************************************************************
 AA8509  DESIGNATION -  65 51
 AA8509  PID         -  AA8509
 AA8509  STATE/COUNTY-  AL/WASHINGTON
 AA8509  USGS QUAD   -  COPELAND (1986)
 AA8509
 AA8509                         *CURRENT SURVEY CONTROL
 AA8509  ___________________________________________________________________
 AA8509* NAD 83(1992)-  31 36 42.86854(N)    088 26 58.80906(W)     ADJUSTED  
 AA8509* NAVD 88     -        82.0    (meters)     269.     (feet)  VERTCON   
 AA8509  ___________________________________________________________________
 AA8509  X           -     147,092.633 (meters)                     COMP
 AA8509  Y           -  -5,434,794.983 (meters)                     COMP
 AA8509  Z           -   3,323,889.189 (meters)                     COMP
 AA8509  LAPLACE CORR-          -2.13  (seconds)                    DEFLEC99
 AA8509  ELLIP HEIGHT-          54.83  (meters)          (07/29/02) GPS OBS
 AA8509  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AA8509
 AA8509  HORZ ORDER  -  FIRST
 AA8509  ELLP ORDER  -  FOURTH    CLASS I
 AA8509
 AA8509.The horizontal coordinates were established by GPS observations
 AA8509.and adjusted by the National Geodetic Survey in September 1995..
 AA8509
 AA8509.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8509.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8509
 AA8509.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8509
 AA8509.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8509
 AA8509.The ellipsoidal height was determined by GPS observations
 AA8509.and is referenced to NAD 83.
 AA8509
 AA8509.The geoid height was determined by GEOID03.
 AA8509
 AA8509;                    North         East     Units Scale Factor Converg.
 AA8509;SPC AL W     -   179,085.598   509,890.988   MT  1.00003344   -0 29 52.1
 AA8509;UTM  16      - 3,498,331.882   362,490.722   MT  0.99983321   -0 45 35.9
 AA8509
 AA8509!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8509!SPC AL W     -   0.99999139  x   1.00003344  =   1.00002483
 AA8509!UTM  16      -   0.99999139  x   0.99983321  =   0.99982460
 AA8509
 AA8509:                Primary Azimuth Mark                     Grid Az
 AA8509:SPC AL W     -  65 52                                    000 23 13.3
 AA8509:UTM  16      -  65 52                                    000 38 57.1
 AA8509
 AA8509|---------------------------------------------------------------------|
 AA8509| PID    Reference Object                     Distance      Geod. Az  |
 AA8509|                                                           dddmmss.s |
 AA8509| AA8510 65 52                               434.554 METERS 3595321.2 |
 AA8509|---------------------------------------------------------------------|
 AA8509
 AA8509                          SUPERSEDED SURVEY CONTROL
 AA8509
 AA8509  ELLIP H (09/29/95)   54.87   (m)                       GP(       ) 3 2
 AA8509  NGVD 29 (09/29/95)   82.0    (m)          269.     (f) GPS OBS        
 AA8509
 AA8509.Superseded values are not recommended for survey control.
 AA8509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8509.See file dsdata.txt to determine how the superseded data were derived.
 AA8509
 AA8509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6249198332(NAD 83)
 AA8509_MARKER: DD = SURVEY DISK
 AA8509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8509_STAMPING: 65-51 1995
 AA8509_MARK LOGO: ALHD  
 AA8509_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8509+STABILITY: SURFACE MOTION
 AA8509_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8509+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8509
 AA8509  HISTORY     - Date     Condition        Report By
 AA8509  HISTORY     - 1995     MONUMENTED       ALHD
 AA8509
 AA8509                          STATION DESCRIPTION
 AA8509
 AA8509'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8509'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF
 AA8509'WASHINGTON COUNTY ROAD NO 3 ABOUT 8.20 MI (13.20 KM) WEST OF MILLRY
 AA8509'AND ABOUT 15.40 MI (24.78 KM) NORTHWEST OF CHATOM. TO REACH THE
 AA8509'STATION FROM THE JUNCTION OF AL 17 AND AL 56 WEST (MILEPOST 61.15 ON
 AA8509'AL 17 AND MILEPOST 13.45 ON AL 56) IN CHATOM, DRIVE NORTHEAST, NORTH,
 AA8509'AND NORTHWEST ON AL 17 FOR 13.40 MI (21.56 KM) TO FIRST AVENUE LEFT AT
 AA8509'A CAUTION LIGHT IN MILLRY. TURN LEFT ON FIRST AVENUE AND DRIVE WEST
 AA8509'FOR 4.80 MI (7.72 KM) TO A T-INTERSECTION WITH WASHINGTON COUNTY ROAD
 AA8509'NO 34 RIGHT AND WASHINGTON COUNTY ROAD NO 36 LEFT. TURN LEFT ON
 AA8509'WASHINGTON COUNTY ROAD NO 36 AND DRIVE SOUTH, WEST, AND SOUTHWEST FOR
 AA8509'4.50 MI (7.24 KM) TO WASHINGTON COUNTY ROAD NO 3 RIGHT (SAM SULLIVAN
 AA8509'ROAD). TURN RIGHT ON SAM SULLIVAN ROAD AND DRIVE NORTH FOR 0.90 MI
 AA8509'(1.45 KM) TO THE STATION ON THE LEFT. THE STATION IS 30.4 FT (9.3 M)
 AA8509'WEST OF THE CENTER OF SAM SULLIVAN ROAD, 83.7 FT (25.5 M)
 AA8509'WEST-NORTHWEST OF A POWER POLE ACROSS THE ROAD, 115.0 FT (35.1 M)
 AA8509'SOUTH OF A METAL MAILBOX ON A THREE INCH WOOD POST, 141.0 FT (43.0 M)
 AA8509'NORTH OF A RUSTY ANTIQUE BOTTOM PLOW, 147.0 FT (44.8 M) NORTH OF A
 AA8509'JUNCTION POWER POLE WITH ONE GUY WIRE AND ONE TRANSFORMER, 163.5 FT
 AA8509'(49.8 M) SOUTH OF A JUNCTION POWER POLE WITH ONE GUY WIRE, 1.7 FT (0.5
 AA8509'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8509'STATION 65-52 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8510 ***********************************************************************
 AA8510  DESIGNATION -  65 52
 AA8510  PID         -  AA8510
 AA8510  STATE/COUNTY-  AL/WASHINGTON
 AA8510  USGS QUAD   -  COPELAND (1986)
 AA8510
 AA8510                         *CURRENT SURVEY CONTROL
 AA8510  ___________________________________________________________________
 AA8510* NAD 83(1992)-  31 36 56.97741(N)    088 26 58.84094(W)     ADJUSTED  
 AA8510* NAVD 88     -        78.5    (meters)     258.     (feet)  VERTCON   
 AA8510  ___________________________________________________________________
 AA8510  X           -     147,085.550 (meters)                     COMP
 AA8510  Y           -  -5,434,564.335 (meters)                     COMP
 AA8510  Z           -   3,324,257.433 (meters)                     COMP
 AA8510  LAPLACE CORR-          -2.12  (seconds)                    DEFLEC99
 AA8510  ELLIP HEIGHT-          51.35  (meters)          (07/29/02) GPS OBS
 AA8510  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 AA8510
 AA8510  HORZ ORDER  -  FIRST
 AA8510  ELLP ORDER  -  FOURTH    CLASS I
 AA8510
 AA8510.The horizontal coordinates were established by GPS observations
 AA8510.and adjusted by the National Geodetic Survey in September 1995..
 AA8510
 AA8510.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8510.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8510
 AA8510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8510
 AA8510.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8510
 AA8510.The ellipsoidal height was determined by GPS observations
 AA8510.and is referenced to NAD 83.
 AA8510
 AA8510.The geoid height was determined by GEOID03.
 AA8510
 AA8510;                    North         East     Units Scale Factor Converg.
 AA8510;SPC AL W     -   179,520.157   509,893.924   MT  1.00003344   -0 29 52.3
 AA8510;UTM  16      - 3,498,766.335   362,495.646   MT  0.99983320   -0 45 36.3
 AA8510
 AA8510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8510!SPC AL W     -   0.99999194  x   1.00003344  =   1.00002538
 AA8510!UTM  16      -   0.99999194  x   0.99983320  =   0.99982514
 AA8510
 AA8510:                Primary Azimuth Mark                     Grid Az
 AA8510:SPC AL W     -  65 51                                    180 23 13.4
 AA8510:UTM  16      -  65 51                                    180 38 57.4
 AA8510
 AA8510|---------------------------------------------------------------------|
 AA8510| PID    Reference Object                     Distance      Geod. Az  |
 AA8510|                                                           dddmmss.s |
 AA8510| AA8509 65 51                               434.554 METERS 1795321.1 |
 AA8510|---------------------------------------------------------------------|
 AA8510
 AA8510                          SUPERSEDED SURVEY CONTROL
 AA8510
 AA8510  ELLIP H (09/29/95)   51.39   (m)                       GP(       ) 3 2
 AA8510  NGVD 29 (09/29/95)   78.5    (m)          258.     (f) GPS OBS        
 AA8510
 AA8510.Superseded values are not recommended for survey control.
 AA8510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8510.See file dsdata.txt to determine how the superseded data were derived.
 AA8510
 AA8510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6249698766(NAD 83)
 AA8510_MARKER: DD = SURVEY DISK
 AA8510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8510_STAMPING: 65-52 1995
 AA8510_MARK LOGO: ALHD  
 AA8510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8510+STABILITY: SURFACE MOTION
 AA8510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8510+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8510
 AA8510  HISTORY     - Date     Condition        Report By
 AA8510  HISTORY     - 1995     MONUMENTED       ALHD
 AA8510
 AA8510                          STATION DESCRIPTION
 AA8510
 AA8510'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8510'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF
 AA8510'WASHINGTON COUNTY ROAD NO 3 ABOUT 8.15 MI (13.12 KM) WEST OF MILLRY
 AA8510'AND ABOUT 15.60 MI (25.11 KM) NORTHWEST OF CHATOM. TO REACH THE
 AA8510'STATION FROM THE JUNCTION OF AL 17 AND AL 56 WEST (MILEPOST 61.15 ON
 AA8510'AL 17 AND MILEPOST 13.45 ON AL 56) IN CHATOM, DRIVE NORTHEAST, NORTH,
 AA8510'AND NORTHWEST ON AL 17 FOR 13.40 MI (21.56 KM) TO MILEPOST 74.55 AND
 AA8510'FIRST AVENUE LEFT AT A CAUTION LIGHT IN MILLRY. TURN LEFT ON FIRST
 AA8510'AVENUE AND DRIVE WEST FOR 4.80 MI (7.72 KM) TO A T-INTERSECTION WITH
 AA8510'WASHINGTON COUNTY ROAD NO 34 RIGHT AND WASHINGTON COUNTY ROAD NO 36
 AA8510'LEFT. TURN LEFT ON WASHINGTON COUNTY ROAD NO 36 AND DRIVE SOUTH, WEST,
 AA8510'AND SOUTHWEST FOR 4.50 MI (7.24 KM) TO WASHINGTON COUNTY ROAD NO 3
 AA8510'RIGHT (SAM SULLIVAN ROAD). TURN RIGHT ON SAM SULLIVAN ROAD AND DRIVE
 AA8510'NORTH FOR 1.15 MI (1.85 KM) TO THE STATION ON THE LEFT. THE STATION IS
 AA8510'3.0 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON RUSTY METAL
 AA8510'POSTS, 18.0 FT (5.5 M) NORTH OF SIX-INCH BY TEN-INCH WOOD POST IN THE
 AA8510'FENCELINE, 24.6 FT (7.5 M) WEST OF THE CENTER OF SAM SULLIVAN ROAD,
 AA8510'60.2 FT (18.3 M) SOUTH OF A SIX-INCH BY TEN-INCH WOOD POST IN THE
 AA8510'FENCELINE, 78.5 FT (23.9 M) SOUTHWEST OF A POWER POLE ACROSS THE ROAD,
 AA8510'3.2 FT (1.0 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA8510'THE GROUND. STATION 65-51 1995 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8510'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8511 ***********************************************************************
 AA8511  DESIGNATION -  65 53
 AA8511  PID         -  AA8511
 AA8511  STATE/COUNTY-  AL/WASHINGTON
 AA8511  USGS QUAD   -  MILLRY NORTH (1974)
 AA8511
 AA8511                         *CURRENT SURVEY CONTROL
 AA8511  ___________________________________________________________________
 AA8511* NAD 83(1992)-  31 37 58.14474(N)    088 18 52.19453(W)     ADJUSTED  
 AA8511* NAVD 88     -        34.7    (meters)     114.     (feet)  VERTCON   
 AA8511  ___________________________________________________________________
 AA8511  X           -     159,876.892 (meters)                     COMP
 AA8511  Y           -  -5,433,177.311 (meters)                     COMP
 AA8511  Z           -   3,325,838.568 (meters)                     COMP
 AA8511  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AA8511  ELLIP HEIGHT-           7.35  (meters)          (07/29/02) GPS OBS
 AA8511  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA8511
 AA8511  HORZ ORDER  -  FIRST
 AA8511  ELLP ORDER  -  FOURTH    CLASS I
 AA8511
 AA8511.The horizontal coordinates were established by GPS observations
 AA8511.and adjusted by the National Geodetic Survey in September 1995..
 AA8511
 AA8511.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8511.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8511
 AA8511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8511
 AA8511.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8511
 AA8511.The ellipsoidal height was determined by GPS observations
 AA8511.and is referenced to NAD 83.
 AA8511
 AA8511.The geoid height was determined by GEOID03.
 AA8511
 AA8511;                    North         East     Units Scale Factor Converg.
 AA8511;SPC AL W     -   181,300.552   522,734.317   MT  1.00000694   -0 25 37.9
 AA8511;UTM  16      - 3,500,487.582   375,341.385   MT  0.99979166   -0 41 22.2
 AA8511
 AA8511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8511!SPC AL W     -   0.99999885  x   1.00000694  =   1.00000579
 AA8511!UTM  16      -   0.99999885  x   0.99979166  =   0.99979051
 AA8511
 AA8511|---------------------------------------------------------------------|
 AA8511| PID    Reference Object                     Distance      Geod. Az  |
 AA8511|                                                           dddmmss.s |
 AA8511| AA8512 65 54                               398.459 METERS 35633     |
 AA8511|---------------------------------------------------------------------|
 AA8511
 AA8511                          SUPERSEDED SURVEY CONTROL
 AA8511
 AA8511  ELLIP H (09/29/95)    7.39   (m)                       GP(       ) 3 2
 AA8511  NGVD 29 (09/29/95)   34.7    (m)          114.     (f) GPS OBS        
 AA8511
 AA8511.Superseded values are not recommended for survey control.
 AA8511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8511.See file dsdata.txt to determine how the superseded data were derived.
 AA8511
 AA8511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA7534100488(NAD 83)
 AA8511_MARKER: DD = SURVEY DISK
 AA8511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8511_STAMPING: 65-53 1995
 AA8511_MARK LOGO: ALHD  
 AA8511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8511+STABILITY: SURFACE MOTION
 AA8511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8511+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8511
 AA8511  HISTORY     - Date     Condition        Report By
 AA8511  HISTORY     - 1995     MONUMENTED       ALHD
 AA8511
 AA8511                          STATION DESCRIPTION
 AA8511
 AA8511'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8511'THE STATION IS IN WASHINGTON COUNTY ON THE NORTH RIGHT OF WAY OF FIRST
 AA8511'AVENUE IN MILLRY. TO REACH THE STATION FROM THE JUNCTION OF AL 17 AND
 AA8511'AL 56 WEST (MILEPOST 61.15 ON AL 17 AND MILEPOST 13.45 ON AL 56) IN
 AA8511'CHATOM, DRIVE NORTHEAST, NORTH, AND NORTHWEST ON AL 17 FOR 13.40 MI
 AA8511'(21.56 KM) TO MILEPOST 74.55 AND FIRST AVENUE LEFT AT A CAUTION LIGHT
 AA8511'IN MILLRY. TURN LEFT ON FIRST AVENUE AND DRIVE WEST FOR 0.10 MI (0.16
 AA8511'KM) TO THE STATION ON THE RIGHT. THE STATION IS 14.0 FT (4.3 M) EAST
 AA8511'OF THE CENTER OF A TEN FOOT DRAINAGE DITCH, 55.7 FT (17.0 M) NORTH OF
 AA8511'THE CENTER OF A THIRTY-SIX INCH CONCRETE SIDEWALK, 58.7 FT (17.9 M)
 AA8511'NORTH OF AN ANGLE POWER POLE WITH TWO GUY WIRES AND A STREET LIGHT,
 AA8511'67.0 FT (20.4 M) NORTH OF A SLOW SIGN, 99.7 FT (30.4 M) NORTH OF
 AA8511'TELEPHONE CABLE PEDESTAL NO D 7 L 3 ACROSS THE ROAD, 130.0 FT (39.6 M)
 AA8511'WEST OF THE NORTHWEST CORNER OF SWAF'S FABRIC SHOP, 1.7 FT (0.5 M)
 AA8511'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8511'STATION 65-54 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8512 ***********************************************************************
 AA8512  DESIGNATION -  65 54
 AA8512  PID         -  AA8512
 AA8512  STATE/COUNTY-  AL/WASHINGTON
 AA8512  USGS QUAD   -  MILLRY NORTH (1974)
 AA8512
 AA8512                         *CURRENT SURVEY CONTROL
 AA8512  ___________________________________________________________________
 AA8512* NAD 83(1992)-  31 38 11.05812(N)    088 18 53.10617(W)     ADJUSTED  
 AA8512* NAVD 88     -        38.9    (meters)     128.     (feet)  VERTCON   
 AA8512  ___________________________________________________________________
 AA8512  X           -     159,846.850 (meters)                     COMP
 AA8512  Y           -  -5,432,973.113 (meters)                     COMP
 AA8512  Z           -   3,326,179.432 (meters)                     COMP
 AA8512  LAPLACE CORR-          -2.19  (seconds)                    DEFLEC99
 AA8512  ELLIP HEIGHT-          11.60  (meters)          (07/29/02) GPS OBS
 AA8512  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA8512
 AA8512  HORZ ORDER  -  FIRST
 AA8512  ELLP ORDER  -  FOURTH    CLASS I
 AA8512
 AA8512.The horizontal coordinates were established by GPS observations
 AA8512.and adjusted by the National Geodetic Survey in September 1995..
 AA8512
 AA8512.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8512.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8512
 AA8512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8512
 AA8512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8512
 AA8512.The ellipsoidal height was determined by GPS observations
 AA8512.and is referenced to NAD 83.
 AA8512
 AA8512.The geoid height was determined by GEOID03.
 AA8512
 AA8512;                    North         East     Units Scale Factor Converg.
 AA8512;SPC AL W     -   181,698.456   522,713.261   MT  1.00000698   -0 25 38.6
 AA8512;UTM  16      - 3,500,885.493   375,322.154   MT  0.99979172   -0 41 23.0
 AA8512
 AA8512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8512!SPC AL W     -   0.99999818  x   1.00000698  =   1.00000516
 AA8512!UTM  16      -   0.99999818  x   0.99979172  =   0.99978990
 AA8512
 AA8512|---------------------------------------------------------------------|
 AA8512| PID    Reference Object                     Distance      Geod. Az  |
 AA8512|                                                           dddmmss.s |
 AA8512| AA8511 65 53                               398.459 METERS 17633     |
 AA8512|---------------------------------------------------------------------|
 AA8512
 AA8512                          SUPERSEDED SURVEY CONTROL
 AA8512
 AA8512  ELLIP H (09/29/95)   11.64   (m)                       GP(       ) 3 2
 AA8512  NGVD 29 (09/29/95)   39.0    (m)          128.     (f) GPS OBS        
 AA8512
 AA8512.Superseded values are not recommended for survey control.
 AA8512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8512.See file dsdata.txt to determine how the superseded data were derived.
 AA8512
 AA8512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA7532200885(NAD 83)
 AA8512_MARKER: DD = SURVEY DISK
 AA8512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8512_STAMPING: 65-54 1995
 AA8512_MARK LOGO: ALHD  
 AA8512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8512+STABILITY: SURFACE MOTION
 AA8512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8512+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8512
 AA8512  HISTORY     - Date     Condition        Report By
 AA8512  HISTORY     - 1995     MONUMENTED       ALHD
 AA8512
 AA8512                          STATION DESCRIPTION
 AA8512
 AA8512'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8512'THE STATION IS IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY OF A
 AA8512'PAVED CITY STREET IN MILLRY. TO REACH THE STATION FROM THE JUNCTION OF
 AA8512'AL 17 AND AL 56 WEST (MILEPOST 61.15 ON AL 17 AND MILEPOST 13.45 ON AL
 AA8512'56) IN CHATOM, DRIVE NORTHEAST, NORTH, AND NORTHWEST ON AL 17 FOR
 AA8512'13.45 MI (21.65 KM) TO SECOND AVENUE LEFT IN MILLRY. TURN LEFT ON
 AA8512'SECOND AVENUE AND DRIVE WEST FOR 0.10 MI (0.16 KM) TO A PAVED CITY
 AA8512'STREET RIGHT. TURN RIGHT ON THE PAVED CITY STREET AND DRIVE NORTH FOR
 AA8512'0.20 MI (0.32 KM) TO THE STATION ON THE RIGHT. THE STATION IS 34.3 FT
 AA8512'(10.5 M) EAST OF THE CENTER OF THE PAVED CITY STREET, 47.4 FT (14.4 M)
 AA8512'WEST-SOUTHWEST OF A NIGHT LIGHT POLE, 89.3 FT (27.2 M) NORTH OF A
 AA8512'JUNCTION POWER AND CABLE POLE WITH ONE GUY WIRE, 91.2 FT (27.8 M) WEST
 AA8512'OF THE NORTHWEST CORNER OF MILLRY BAPTIST CHURCH, 101.5 FT (30.9 M)
 AA8512'NORTH OF TELEPHONE CABLE PEDESTAL NO D2, 135.7 FT (41.4 M) SOUTH OF A
 AA8512'JUNCTION POWER AND CABLE POLE WITH ONE GUY WIRE AND ONE TRANSFORMER,
 AA8512'3.5 FT (1.1 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA8512'THE GROUND. STATION 65-53 1995 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8512'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8513 ***********************************************************************
 AA8513  DESIGNATION -  65 55
 AA8513  PID         -  AA8513
 AA8513  STATE/COUNTY-  AL/WASHINGTON
 AA8513  USGS QUAD   -  BIGBEE (1981)
 AA8513
 AA8513                         *CURRENT SURVEY CONTROL
 AA8513  ___________________________________________________________________
 AA8513* NAD 83(1992)-  31 36 57.76245(N)    088 14 29.68693(W)     ADJUSTED  
 AA8513* NAVD 88     -        50.6    (meters)     166.     (feet)  VERTCON   
 AA8513  ___________________________________________________________________
 AA8513  X           -     166,821.755 (meters)                     COMP
 AA8513  Y           -  -5,433,957.613 (meters)                     COMP
 AA8513  Z           -   3,324,263.246 (meters)                     COMP
 AA8513  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 AA8513  ELLIP HEIGHT-          23.16  (meters)          (07/29/02) GPS OBS
 AA8513  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AA8513
 AA8513  HORZ ORDER  -  FIRST
 AA8513  ELLP ORDER  -  FOURTH    CLASS I
 AA8513
 AA8513.The horizontal coordinates were established by GPS observations
 AA8513.and adjusted by the National Geodetic Survey in September 1995..
 AA8513
 AA8513.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8513
 AA8513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8513
 AA8513.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8513
 AA8513.The ellipsoidal height was determined by GPS observations
 AA8513.and is referenced to NAD 83.
 AA8513
 AA8513.The geoid height was determined by GEOID03.
 AA8513
 AA8513;                    North         East     Units Scale Factor Converg.
 AA8513;SPC AL W     -   179,391.557   529,639.165   MT  0.99999437   -0 23 19.6
 AA8513;UTM  16      - 3,498,547.430   382,235.911   MT  0.99977105   -0 39 03.4
 AA8513
 AA8513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8513!SPC AL W     -   0.99999636  x   0.99999437  =   0.99999073
 AA8513!UTM  16      -   0.99999636  x   0.99977105  =   0.99976741
 AA8513
 AA8513:                Primary Azimuth Mark                     Grid Az
 AA8513:SPC AL W     -  65 56                                    357 33 30.8
 AA8513:UTM  16      -  65 56                                    357 49 14.6
 AA8513
 AA8513|---------------------------------------------------------------------|
 AA8513| PID    Reference Object                     Distance      Geod. Az  |
 AA8513|                                                           dddmmss.s |
 AA8513| AA8514 65 56                               402.826 METERS 3571011.2 |
 AA8513|---------------------------------------------------------------------|
 AA8513
 AA8513                          SUPERSEDED SURVEY CONTROL
 AA8513
 AA8513  ELLIP H (09/29/95)   23.20   (m)                       GP(       ) 3 2
 AA8513  NGVD 29 (09/29/95)   50.6    (m)          166.     (f) GPS OBS        
 AA8513
 AA8513.Superseded values are not recommended for survey control.
 AA8513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8513.See file dsdata.txt to determine how the superseded data were derived.
 AA8513
 AA8513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8223698547(NAD 83)
 AA8513_MARKER: DD = SURVEY DISK
 AA8513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8513_STAMPING: 65-55 1995
 AA8513_MARK LOGO: ALHD  
 AA8513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8513+STABILITY: SURFACE MOTION
 AA8513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8513+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8513
 AA8513  HISTORY     - Date     Condition        Report By
 AA8513  HISTORY     - 1995     MONUMENTED       ALHD
 AA8513
 AA8513                          STATION DESCRIPTION
 AA8513
 AA8513'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8513'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF A
 AA8513'PAVED COUNTY ROAD ABOUT 4.35 MI (7.00 KM) EAST OF MILLRY AND ABOUT
 AA8513'10.40 MI (16.74 KM) NORTH OF CHATOM. TO REACH THE STATION FROM THE
 AA8513'JUNCTION OF AL 17 AND AL 56 WEST (MILEPOST 61.15 ON AL 17 AND MILEPOST
 AA8513'13.45 ON AL 56) IN CHATOM, DRIVE NORTHEAST, NORTH, AND NORTHWEST ON AL
 AA8513'17 FOR 13.50 MI (21.73 KM) TO MILEPOST 74.65 AND WASHINGTON COUNTY
 AA8513'ROAD NO 34 RIGHT AT A TRAFFIC LIGHT IN MILLRY. TURN RIGHT ON
 AA8513'WASHINGTON COUNTY ROAD NO 34 AND DRIVE NORTHEAST AND EAST FOR 5.30 MI
 AA8513'(8.53 KM) TO A PAVED COUNTY ROAD RIGHT (CARPENTER ROAD). TURN RIGHT ON
 AA8513'CARPENTER ROAD AND DRIVE SOUTH FOR 1.40 MI (2.25 KM) TO THE STATION ON
 AA8513'THE RIGHT. THE STATION IS 40.0 FT (12.2 M) WEST-SOUTHWEST OF THE
 AA8513'CENTER OF CARPENTER ROAD, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE
 AA8513'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 65-56 1995 MAY BE
 AA8513'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8514 ***********************************************************************
 AA8514  DESIGNATION -  65 56
 AA8514  PID         -  AA8514
 AA8514  STATE/COUNTY-  AL/WASHINGTON
 AA8514  USGS QUAD   -  BIGBEE (1981)
 AA8514
 AA8514                         *CURRENT SURVEY CONTROL
 AA8514  ___________________________________________________________________
 AA8514* NAD 83(1992)-  31 37 10.82525(N)    088 14 30.44161(W)     ADJUSTED  
 AA8514* NAVD 88     -        26.6    (meters)      87.     (feet)  VERTCON   
 AA8514  ___________________________________________________________________
 AA8514  X           -     166,794.773 (meters)                     COMP
 AA8514  Y           -  -5,433,726.944 (meters)                     COMP
 AA8514  Z           -   3,324,593.263 (meters)                     COMP
 AA8514  LAPLACE CORR-          -1.98  (seconds)                    DEFLEC99
 AA8514  ELLIP HEIGHT-          -0.87  (meters)          (07/29/02) GPS OBS
 AA8514  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 AA8514
 AA8514  HORZ ORDER  -  FIRST
 AA8514  ELLP ORDER  -  FOURTH    CLASS I
 AA8514
 AA8514.The horizontal coordinates were established by GPS observations
 AA8514.and adjusted by the National Geodetic Survey in September 1995..
 AA8514
 AA8514.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8514.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8514
 AA8514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8514
 AA8514.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8514
 AA8514.The ellipsoidal height was determined by GPS observations
 AA8514.and is referenced to NAD 83.
 AA8514
 AA8514.The geoid height was determined by GEOID03.
 AA8514
 AA8514;                    North         East     Units Scale Factor Converg.
 AA8514;SPC AL W     -   179,794.015   529,622.006   MT  0.99999440   -0 23 20.1
 AA8514;UTM  16      - 3,498,949.872   382,220.596   MT  0.99977109   -0 39 04.0
 AA8514
 AA8514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8514!SPC AL W     -   1.00000014  x   0.99999440  =   0.99999454
 AA8514!UTM  16      -   1.00000014  x   0.99977109  =   0.99977123
 AA8514
 AA8514:                Primary Azimuth Mark                     Grid Az
 AA8514:SPC AL W     -  65 55                                    177 33 30.9
 AA8514:UTM  16      -  65 55                                    177 49 14.8
 AA8514
 AA8514|---------------------------------------------------------------------|
 AA8514| PID    Reference Object                     Distance      Geod. Az  |
 AA8514|                                                           dddmmss.s |
 AA8514| AA8513 65 55                               402.826 METERS 1771010.8 |
 AA8514|---------------------------------------------------------------------|
 AA8514
 AA8514                          SUPERSEDED SURVEY CONTROL
 AA8514
 AA8514  ELLIP H (09/29/95)   -0.83   (m)                       GP(       ) 3 2
 AA8514  NGVD 29 (09/29/95)   26.6    (m)           87.     (f) GPS OBS        
 AA8514
 AA8514.Superseded values are not recommended for survey control.
 AA8514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8514.See file dsdata.txt to determine how the superseded data were derived.
 AA8514
 AA8514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8222198950(NAD 83)
 AA8514_MARKER: DD = SURVEY DISK
 AA8514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8514_STAMPING: 65-56 1995
 AA8514_MARK LOGO: ALHD  
 AA8514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8514+STABILITY: SURFACE MOTION
 AA8514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8514+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8514
 AA8514  HISTORY     - Date     Condition        Report By
 AA8514  HISTORY     - 1995     MONUMENTED       ALHD
 AA8514
 AA8514                          STATION DESCRIPTION
 AA8514
 AA8514'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLB)
 AA8514'THE STATION IS IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY OF A
 AA8514'PAVED COUNTY ROAD ABOUT 4.25 MI (6.84 KM) EAST OF MILLRY AND ABOUT
 AA8514'10.65 MI (17.14 KM) NORTH OF CHATOM. TO REACH THE STATION FROM THE
 AA8514'JUNCTION OF AL 17 AND AL 56 WEST (MILEPOST 61.15 ON AL 17 AND MILEPOST
 AA8514'13.45 ON AL 56) IN CHATOM, DRIVE NORTHEAST, NORTH, AND NORTHWEST ON AL
 AA8514'17 FOR 13.50 MI (21.73 KM) TO MILEPOST 74.65 AND WASHINGTON COUNTY
 AA8514'ROAD NO 34 RIGHT AT A TRAFFIC LIGHT IN MILLRY, TURN RIGHT ON
 AA8514'WASHINGTON COUNTY ROAD NO 34 AND DRIVE NORTHEAST AND EAST FOR 5.30 MI
 AA8514'(8.53 KM) TO A PAVED COUNTY ROAD RIGHT (CARPENTER ROAD). TURN RIGHT ON
 AA8514'CARPENTER ROAD AND DRIVE SOUTH FOR 1.15 MI (1.85 KM) TO THE STATION ON
 AA8514'THE RIGHT. THE STATION IS 35.1 FT (10.7 M) WEST OF THE CENTER OF
 AA8514'CARPENTER ROAD, 2.3 FT (0.7 M) EAST OF A CARSONITE WITNESS POST, AND
 AA8514'SET FLUSH WITH THE GROUND. STATION 65-55 1995 MAY BE USED AS AN
 AA8514'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8497 ***********************************************************************
 AA8497  DESIGNATION -  65 57
 AA8497  PID         -  AA8497
 AA8497  STATE/COUNTY-  AL/WASHINGTON
 AA8497  USGS QUAD   -  MILLRY NORTH (1974)
 AA8497
 AA8497                         *CURRENT SURVEY CONTROL
 AA8497  ___________________________________________________________________
 AA8497* NAD 83(1992)-  31 40 35.26298(N)    088 18 20.80155(W)     ADJUSTED  
 AA8497* NAVD 88     -        45.2    (meters)     148.     (feet)  VERTCON   
 AA8497  ___________________________________________________________________
 AA8497  X           -     160,628.984 (meters)                     COMP
 AA8497  Y           -  -5,430,623.287 (meters)                     COMP
 AA8497  Z           -   3,329,963.393 (meters)                     COMP
 AA8497  LAPLACE CORR-          -2.26  (seconds)                    DEFLEC99
 AA8497  ELLIP HEIGHT-          17.82  (meters)          (07/29/02) GPS OBS
 AA8497  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA8497
 AA8497  HORZ ORDER  -  FIRST
 AA8497  ELLP ORDER  -  FOURTH    CLASS I
 AA8497
 AA8497.The horizontal coordinates were established by GPS observations
 AA8497.and adjusted by the National Geodetic Survey in September 1995..
 AA8497
 AA8497.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8497
 AA8497.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8497
 AA8497.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8497
 AA8497.The ellipsoidal height was determined by GPS observations
 AA8497.and is referenced to NAD 83.
 AA8497
 AA8497.The geoid height was determined by GEOID03.
 AA8497
 AA8497;                    North         East     Units Scale Factor Converg.
 AA8497;SPC AL W     -   186,133.587   523,597.290   MT  1.00000530   -0 25 23.3
 AA8497;UTM  16      - 3,505,315.571   376,226.297   MT  0.99978895   -0 41 08.8
 AA8497
 AA8497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8497!SPC AL W     -   0.99999720  x   1.00000530  =   1.00000250
 AA8497!UTM  16      -   0.99999720  x   0.99978895  =   0.99978615
 AA8497
 AA8497                          SUPERSEDED SURVEY CONTROL
 AA8497
 AA8497  ELLIP H (09/29/95)   17.86   (m)                       GP(       ) 3 2
 AA8497  NGVD 29 (09/29/95)   45.2    (m)          148.     (f) GPS OBS        
 AA8497
 AA8497.Superseded values are not recommended for survey control.
 AA8497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8497.See file dsdata.txt to determine how the superseded data were derived.
 AA8497
 AA8497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA7622605316(NAD 83)
 AA8497_MARKER: DD = SURVEY DISK
 AA8497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8497_STAMPING: 65-57 1995
 AA8497_MARK LOGO: ALHD  
 AA8497_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8497+STABILITY: SURFACE MOTION
 AA8497_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8497+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8497
 AA8497  HISTORY     - Date     Condition        Report By
 AA8497  HISTORY     - 1995     MONUMENTED       ALHD
 AA8497
 AA8497                          STATION DESCRIPTION
 AA8497
 AA8497'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8497'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE WEST RIGHT OF WAY
 AA8497'OF ALA 17, ABOUT 6.50 MI (10.46 KM) SOUTH-SOUTHEAST OF SILAS AND ABOUT
 AA8497'7.30 MI (11.75 KM) SOUTHWEST OF BLADON SPRINGS. TO REACH THE STATION
 AA8497'FROM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE POST 85.25 ON ALA 17 AND
 AA8497'MILE POST 8.50 ON U.S. 84) AT A FOUR WAY STOP IN BOLINGER, DRIVE SOUTH
 AA8497'ON ALA 17 FOR 6.00 MI (9.66 KM) TO MILE POST 79.25 AND THE
 AA8497'CHOCTAW-WASHINGTON COUNTY LINE, CONTINUE SOUTH ON ALA 17 FOR 1.55 MI
 AA8497'(2.49 KM) TO MILE POST 77.70 AND THE STATION ON THE RIGHT. THE STATION
 AA8497'IS 40.0 FT (12.2 M) EAST OF THE CENTER OF AN ABANDONED RAILROAD BED,
 AA8497'44.1 FT (13.4 M) WEST OF THE CENTERLINE OF ALA 17, 109.9 FT (33.5 M)
 AA8497'NORTH OF A JUNCTION POWER POLE WITH A GUY POLE ACROSS THE ROAD, 146.3
 AA8497'FT (44.6 M) NORTHEAST OF A POWER POLE WITH ONE GUY WIRE, 198.0 FT
 AA8497'(60.4 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 1.8 FT (0.5 M) EAST
 AA8497'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8497'65-58 1995 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8498 ***********************************************************************
 AA8498  DESIGNATION -  65 58
 AA8498  PID         -  AA8498
 AA8498  STATE/COUNTY-  AL/WASHINGTON
 AA8498  USGS QUAD   -  MILLRY NORTH (1974)
 AA8498
 AA8498                         *CURRENT SURVEY CONTROL
 AA8498  ___________________________________________________________________
 AA8498* NAD 83(1992)-  31 40 57.95571(N)    088 18 17.14793(W)     ADJUSTED  
 AA8498* NAVD 88     -        43.5    (meters)     143.     (feet)  VERTCON   
 AA8498  ___________________________________________________________________
 AA8498  X           -     160,714.278 (meters)                     COMP
 AA8498  Y           -  -5,430,252.151 (meters)                     COMP
 AA8498  Z           -   3,330,557.338 (meters)                     COMP
 AA8498  LAPLACE CORR-          -2.22  (seconds)                    DEFLEC99
 AA8498  ELLIP HEIGHT-          16.19  (meters)          (07/29/02) GPS OBS
 AA8498  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 AA8498
 AA8498  HORZ ORDER  -  FIRST
 AA8498  ELLP ORDER  -  FOURTH    CLASS I
 AA8498
 AA8498.The horizontal coordinates were established by GPS observations
 AA8498.and adjusted by the National Geodetic Survey in September 1995..
 AA8498
 AA8498.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8498
 AA8498.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8498
 AA8498.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8498
 AA8498.The ellipsoidal height was determined by GPS observations
 AA8498.and is referenced to NAD 83.
 AA8498
 AA8498.The geoid height was determined by GEOID03.
 AA8498
 AA8498;                    North         East     Units Scale Factor Converg.
 AA8498;SPC AL W     -   186,831.805   523,698.680   MT  1.00000511   -0 25 21.7
 AA8498;UTM  16      - 3,506,013.165   376,330.864   MT  0.99978863   -0 41 07.3
 AA8498
 AA8498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8498!SPC AL W     -   0.99999746  x   1.00000511  =   1.00000257
 AA8498!UTM  16      -   0.99999746  x   0.99978863  =   0.99978609
 AA8498
 AA8498                          SUPERSEDED SURVEY CONTROL
 AA8498
 AA8498  ELLIP H (09/29/95)   16.23   (m)                       GP(       ) 3 2
 AA8498  NGVD 29 (09/29/95)   43.5    (m)          143.     (f) GPS OBS        
 AA8498
 AA8498.Superseded values are not recommended for survey control.
 AA8498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8498.See file dsdata.txt to determine how the superseded data were derived.
 AA8498
 AA8498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA7633106013(NAD 83)
 AA8498_MARKER: DD = SURVEY DISK
 AA8498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8498_STAMPING: 65-58 1995
 AA8498_MARK LOGO: ALHD  
 AA8498_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8498+STABILITY: SURFACE MOTION
 AA8498_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8498+SATELLITE: SATELLITE OBSERVATIONS - 1995
 AA8498
 AA8498  HISTORY     - Date     Condition        Report By
 AA8498  HISTORY     - 1995     MONUMENTED       ALHD
 AA8498
 AA8498                          STATION DESCRIPTION
 AA8498
 AA8498'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 AA8498'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY
 AA8498'OF ALA 17, ABOUT 6.10 MI (9.82 KM) SOUTH-SOUTHEAST OF SILAS AND ABOUT
 AA8498'7.00 MI (11.27 KM) SOUTHWEST OF BLADON SPRINGS. TO REACH THE STATION
 AA8498'FROM THE JUNCTION OF U.S. 84 AND ALA 17 (MILE POST 85.25 ON ALA 17 AND
 AA8498'MILE POST 8.50 ON U.S. 84) AT A FOUR WAY STOP IN BOLINGER, DRIVE SOUTH
 AA8498'ON ALA 17 FOR 6.00 MI (9.66 KM) TO MILE POST 79.25 AND THE
 AA8498'CHOCTAW-WASHINGTON COUNTY LINE, CONTINUE SOUTH ON ALA 17 FOR 1.15 MI
 AA8498'(1.85 KM) TO MILE POST 78.10 AND THE STATION ON THE LEFT. THE STATION
 AA8498'IS 10.8 FT (3.3 M) WEST OF A WHITE THREE BOARD FENCE, 72.2 FT (22.0 M)
 AA8498'EAST OF THE CENTERLINE OF ALA 17, 164.3 FT (50.1 M) SOUTH OF THE
 AA8498'NORTHWEST CORNER OF THE WHITE BOARD FENCE, 178.0 FT (54.3 M) SOUTH OF
 AA8498'THE CENTER OF A PAVED DRIVEWAY, 10.7 FT (3.3 M) WEST OF A CARSONITE
 AA8498'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 65-57 1995 MAY BE
 AA8498'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1856 ***********************************************************************
 BV1856  DESIGNATION -  65 6
 BV1856  PID         -  BV1856
 BV1856  STATE/COUNTY-  AL/WASHINGTON
 BV1856  USGS QUAD   -  COPELAND (1986)
 BV1856
 BV1856                         *CURRENT SURVEY CONTROL
 BV1856  ___________________________________________________________________
 BV1856* NAD 83(1992)-  31 32 13.77555(N)    088 24 16.58931(W)     ADJUSTED  
 BV1856* NAVD 88     -        81.2    (meters)     266.     (feet)  VERTCON   
 BV1856  ___________________________________________________________________
 BV1856  X           -     151,487.657 (meters)                     COMP
 BV1856  Y           -  -5,439,014.892 (meters)                     COMP
 BV1856  Z           -   3,316,827.610 (meters)                     COMP
 BV1856  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 BV1856  ELLIP HEIGHT-          53.95  (meters)          (07/29/02) GPS OBS
 BV1856  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BV1856
 BV1856  HORZ ORDER  -  FIRST
 BV1856  ELLP ORDER  -  FOURTH    CLASS I
 BV1856
 BV1856.The horizontal coordinates were established by GPS observations
 BV1856.and adjusted by the National Geodetic Survey in December 1992..
 BV1856
 BV1856.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1856.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1856
 BV1856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1856
 BV1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1856
 BV1856.The ellipsoidal height was determined by GPS observations
 BV1856.and is referenced to NAD 83.
 BV1856
 BV1856.The geoid height was determined by GEOID03.
 BV1856
 BV1856;                    North         East     Units Scale Factor Converg.
 BV1856;SPC AL W     -   170,761.392   514,098.232   MT  1.00002431   -0 28 23.5
 BV1856;SPC MS E     -   225,910.541   340,711.909   MT  0.99997043   +0 13 27.3
 BV1856;SPC MS E     -   741,174.83  1,117,818.99   sFT  0.99997043   +0 13 27.3
 BV1856;UTM  16      - 3,489,990.223   366,659.030   MT  0.99981929   -0 44 05.2
 BV1856
 BV1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1856!SPC AL W     -   0.99999153  x   1.00002431  =   1.00001584
 BV1856!SPC MS E     -   0.99999153  x   0.99997043  =   0.99996196
 BV1856!UTM  16      -   0.99999153  x   0.99981929  =   0.99981082
 BV1856
 BV1856                          SUPERSEDED SURVEY CONTROL
 BV1856
 BV1856  ELLIP H (12/04/92)   53.99   (m)                       GP(       ) 4 1
 BV1856  NAD 83(1986)-  31 32 13.79136(N)    088 24 16.59137(W) AD(       ) 1
 BV1856  NGVD 29 (12/04/92)   81.2    (m)          266.     (f) GPS OBS        
 BV1856
 BV1856.Superseded values are not recommended for survey control.
 BV1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1856.See file dsdata.txt to determine how the superseded data were derived.
 BV1856
 BV1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6665989990(NAD 83)
 BV1856_MARKER: DD = SURVEY DISK
 BV1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1856_SP_SET: CONCRETE POST
 BV1856_STAMPING: 65-6 1991
 BV1856_MARK LOGO: ALHD  
 BV1856_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1856+STABILITY: SURFACE MOTION
 BV1856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1856+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BV1856
 BV1856  HISTORY     - Date     Condition        Report By
 BV1856  HISTORY     - 1991     MONUMENTED       ALHD
 BV1856
 BV1856                          STATION DESCRIPTION
 BV1856
 BV1856'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1856'THE STATION IS LOCATED IN WASHINGTON COUNTY ON A HIGH VOLTAGE POWER
 BV1856'LINE RIGHT OF WAY, ABOUT 8.30 MI (13.36 KM) SOUTHWEST OF MILLRY AND
 BV1856'ABOUT 10.15 MI (16.33 KM) NORTHWEST OF CHATOM.
 BV1856'TO REACH THE STATION FROM THE JUNCTION OF ALA 17 AND ALA 56 (MILE POST
 BV1856'13.50 ON ALA 56) IN CHATOM, DRIVE WEST ON ALA 56 FOR 7.45 MI
 BV1856'(11.99 KM) TO MILE POST 6.05 AND WASHINGTON COUNTY ROAD NO. 11 ON THE
 BV1856'RIGHT, TURN RIGHT ON WASHINGTON COUNTY ROAD NO. 11 AND DRIVE
 BV1856'NORTHWEST FOR 4.55 MI (7.32 KM) TO A WOODS ROAD ON THE RIGHT UNDER A
 BV1856'HIGH VOLTAGE POWER LINE CROSSING, TURN RIGHT ON THE WOODS ROAD AND
 BV1856'DRIVE EAST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT.
 BV1856'THE STATION IS 16.0 FT (4.9 M) NORTH-NORTHEAST OF THE CENTER OF THE
 BV1856'WOODS ROAD, 158.0 FT (48.2 M) EAST OF THE SOUTH POLE OF POWER LINE
 BV1856'POLE BENT NO. 162, 1.6 FT (0.5 M) SOUTHWEST OF A CARSONITE WITNESS
 BV1856'POST, AND SET FLUSH WITH THE GROUND.
 BV1856'STATION 65-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1857 ***********************************************************************
 BV1857  DESIGNATION -  65 7
 BV1857  PID         -  BV1857
 BV1857  STATE/COUNTY-  AL/WASHINGTON
 BV1857  USGS QUAD   -  MC INTOSH (1982)
 BV1857
 BV1857                         *CURRENT SURVEY CONTROL
 BV1857  ___________________________________________________________________
 BV1857* NAD 83(1992)-  31 15 26.15651(N)    088 00 26.57990(W)     ADJUSTED  
 BV1857* NAVD 88     -        15.12   (meters)      49.6    (feet)  N HEIGHT  
 BV1857  ___________________________________________________________________
 BV1857  X           -     189,751.926 (meters)                     COMP
 BV1857  Y           -  -5,453,934.530 (meters)                     COMP
 BV1857  Z           -   3,290,303.044 (meters)                     COMP
 BV1857  LAPLACE CORR-          -1.50  (seconds)                    DEFLEC99
 BV1857  ELLIP HEIGHT-         -13.11  (meters)          (07/29/02) GPS OBS
 BV1857  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BV1857  DYNAMIC HT  -          15.10  (meters)      49.5   (feet)  COMP
 BV1857  MODELED GRAV-     979,396.7   (mgal)                       NAVD 88
 BV1857
 BV1857  HORZ ORDER  -  FIRST
 BV1857  VERT ORDER  -  THIRD
 BV1857  ELLP ORDER  -  FOURTH    CLASS I
 BV1857
 BV1857.The horizontal coordinates were established by GPS observations
 BV1857.and adjusted by the National Geodetic Survey in December 1992..
 BV1857
 BV1857.The orthometric height was determined by differential leveling
 BV1857.and adjusted by the National Geodetic Survey in February 1996..
 BV1857.The height was determined by precise leveling from only one NSRS
 BV1857.bench mark.  This was not adequate "tie leveling" to NSRS and was
 BV1857.allowed ONLY to validate the GPS-derived height.
 BV1857
 BV1857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1857
 BV1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1857
 BV1857.The ellipsoidal height was determined by GPS observations
 BV1857.and is referenced to NAD 83.
 BV1857
 BV1857.The geoid height was determined by GEOID03.
 BV1857
 BV1857.The dynamic height is computed by dividing the NAVD 88
 BV1857.geopotential number by the normal gravity value computed on the
 BV1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1857.degrees latitude (g = 980.6199 gals.).
 BV1857
 BV1857.The modeled gravity was interpolated from observed gravity values.
 BV1857
 BV1857;                    North         East     Units Scale Factor Converg.
 BV1857;SPC AL W     -   139,486.138   551,676.239   MT  0.99996213   -0 15 47.8
 BV1857;UTM  16      - 3,458,551.547   404,085.940   MT  0.99971347   -0 31 21.9
 BV1857
 BV1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1857!SPC AL W     -   1.00000206  x   0.99996213  =   0.99996419
 BV1857!UTM  16      -   1.00000206  x   0.99971347  =   0.99971553
 BV1857
 BV1857:                Primary Azimuth Mark                     Grid Az
 BV1857:SPC AL W     -  65 8                                     089 55 35.8
 BV1857:UTM  16      -  65 8                                     090 11 09.9
 BV1857
 BV1857|---------------------------------------------------------------------|
 BV1857| PID    Reference Object                     Distance      Geod. Az  |
 BV1857|                                                           dddmmss.s |
 BV1857| BV1858 65 8                                423.694 METERS 0893948.0 |
 BV1857|---------------------------------------------------------------------|
 BV1857
 BV1857                          SUPERSEDED SURVEY CONTROL
 BV1857
 BV1857  ELLIP H (12/04/92)  -13.07   (m)                       GP(       ) 4 1
 BV1857  NAD 83(1986)-  31 15 26.17407(N)    088 00 26.58331(W) AD(       ) 1
 BV1857  NGVD 29 (??/??/??)   15.11   (m)           49.6    (f) N HEIGHT    3  
 BV1857
 BV1857.Superseded values are not recommended for survey control.
 BV1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1857.See file dsdata.txt to determine how the superseded data were derived.
 BV1857
 BV1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0408658552(NAD 83)
 BV1857_MARKER: DD = SURVEY DISK
 BV1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1857_SP_SET: CONCRETE POST
 BV1857_STAMPING: 65-7 1991
 BV1857_MARK LOGO: ALHD  
 BV1857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1857+STABILITY: SURFACE MOTION
 BV1857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1857+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 BV1857
 BV1857  HISTORY     - Date     Condition        Report By
 BV1857  HISTORY     - 1991     MONUMENTED       ALHD
 BV1857  HISTORY     - 19950328 GOOD             ALHD
 BV1857  HISTORY     - 20050801 GOOD             AERODA
 BV1857
 BV1857                          STATION DESCRIPTION
 BV1857
 BV1857'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1857'THE STATION IS LOCATED IN WASHINGTON COUNTY ON PROPERTY OWNED BY OLIN
 BV1857'CORPORATION, ABOUT 1.60 MI (2.57 KM) SOUTHEAST OF MCINTOSH AND 7.05
 BV1857'MI (11.35 KM) NORTH OF CALVERT.
 BV1857'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND WASHINGTON
 BV1857'COUNTY ROAD NO. 35 EAST, (MILE POST 41.75 ON U.S. 43) IN MCINTOSH,
 BV1857'DRIVE SOUTHEAST ON WASHINGTON COUNTY ROAD NO. 35 FOR 1.55 MI
 BV1857'(2.49 KM) TO A PAVED CROSS ROADS, CONTINUE EAST FOR 0.10 MI
 BV1857'(0.16 KM) TO A RAILROAD GRADE CROSSING, THEN CONTINUE EAST FOR 0.05
 BV1857'MI (0.08 KM) TO THE STATION ON THE LEFT.
 BV1857'THE STATION IS 15.0 FT (4.6 M) SOUTH OF A SIX-FOOT CHAIN LINK FENCE
 BV1857'WITH THREE STRANDS OF BARBED WIRE, 102.7 FT (31.3 M) EAST OF THE EAST
 BV1857'POST OF A GATE FOR A RAILROAD SPUR TRACK, 111.3 FT (33.9 M) EAST OF
 BV1857'THE EAST RAIL OF THE SPUR TRACK, APPROXIMATELY 65 YARDS NORTH OF THE
 BV1857'CENTER OF THE PAVED COUNTY ROAD, 14.8 FT (4.5 M) SOUTH OF A CARSONITE
 BV1857'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BV1857'STATION 65 8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BV1857'BEFORE USING THIS STATION AT ANY TIME, PLEASE CONTACT AT LEAST A DAY
 BV1857'IN ADVANCE,
 BV1857'MR. JIM FLEMING (OR THE SECRETARY WHO ANSWERS THE PHONE),
 BV1857'OLIN CORPORATION - PHONE 205 - 944 - 2231 EXTENSION 367
 BV1857'ALLOW AT LEAST 30 MINUTES TO GO TO THE GUARD BUILDING, SIGN IN AND
 BV1857'VIEW AN ORIENTATION FILM ON WHAT TO DO IN AN EMERGENCY.
 BV1857'TO REACH THE GUARD BUILDING FROM THE PAVED CROSS ROADS, DRIVE NORTH ON
 BV1857'THE PAVED COUNTY ROAD 0.65 MI (1.05 KM) TO THE ENTRANCE ROAD ON THE
 BV1857'RIGHT, TURN RIGHT AND DRIVE EAST 0.15 MI (0.24 KM) TO THE PARKING LOT
 BV1857'ENTRANCE ON THE RIGHT, TURN RIGHT AND DRIVE SOUTH 0.05 MI (0.08 KM)
 BV1857'TO THE VISITORS PARKING LOT ON THE RIGHT AND THE GUARD BUILDING IN THE
 BV1857'SOUTHEAST CORNER.
 BV1857
 BV1857                          STATION RECOVERY (1995)
 BV1857
 BV1857'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 BV1857'RECOVERED AS DESCRIBED.
 BV1857
 BV1857                          STATION RECOVERY (2005)
 BV1857
 BV1857'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BV1857'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1858 ***********************************************************************
 BV1858  DESIGNATION -  65 8
 BV1858  PID         -  BV1858
 BV1858  STATE/COUNTY-  AL/WASHINGTON
 BV1858  USGS QUAD   -  MC INTOSH (1982)
 BV1858
 BV1858                         *CURRENT SURVEY CONTROL
 BV1858  ___________________________________________________________________
 BV1858* NAD 83(1992)-  31 15 26.23707(N)    088 00 10.56602(W)     ADJUSTED  
 BV1858* NAVD 88     -        14.0    (meters)      46.     (feet)  VERTCON   
 BV1858  ___________________________________________________________________
 BV1858  X           -     190,175.278 (meters)                     COMP
 BV1858  Y           -  -5,453,917.564 (meters)                     COMP
 BV1858  Z           -   3,290,304.600 (meters)                     COMP
 BV1858  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 BV1858  ELLIP HEIGHT-         -14.20  (meters)          (07/29/02) GPS OBS
 BV1858  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BV1858
 BV1858  HORZ ORDER  -  FIRST
 BV1858  ELLP ORDER  -  FOURTH    CLASS I
 BV1858
 BV1858.The horizontal coordinates were established by GPS observations
 BV1858.and adjusted by the National Geodetic Survey in December 1992..
 BV1858
 BV1858.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1858
 BV1858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1858
 BV1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1858
 BV1858.The ellipsoidal height was determined by GPS observations
 BV1858.and is referenced to NAD 83.
 BV1858
 BV1858.The geoid height was determined by GEOID03.
 BV1858
 BV1858;                    North         East     Units Scale Factor Converg.
 BV1858;SPC AL W     -   139,486.680   552,099.916   MT  0.99996162   -0 15 39.5
 BV1858;UTM  16      - 3,458,550.171   404,509.510   MT  0.99971247   -0 31 13.6
 BV1858
 BV1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1858!SPC AL W     -   1.00000223  x   0.99996162  =   0.99996385
 BV1858!UTM  16      -   1.00000223  x   0.99971247  =   0.99971470
 BV1858
 BV1858:                Primary Azimuth Mark                     Grid Az
 BV1858:SPC AL W     -  65 7                                     269 55 35.8
 BV1858:UTM  16      -  65 7                                     270 11 09.9
 BV1858
 BV1858|---------------------------------------------------------------------|
 BV1858| PID    Reference Object                     Distance      Geod. Az  |
 BV1858|                                                           dddmmss.s |
 BV1858| BV1857 65 7                                423.694 METERS 2693956.3 |
 BV1858|---------------------------------------------------------------------|
 BV1858
 BV1858                          SUPERSEDED SURVEY CONTROL
 BV1858
 BV1858  ELLIP H (12/04/92)  -14.16   (m)                       GP(       ) 4 1
 BV1858  NAD 83(1986)-  31 15 26.25466(N)    088 00 10.56943(W) AD(       ) 1
 BV1858  NGVD 29 (12/04/92)   14.0    (m)           46.     (f) GPS OBS        
 BV1858
 BV1858.Superseded values are not recommended for survey control.
 BV1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1858.See file dsdata.txt to determine how the superseded data were derived.
 BV1858
 BV1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0451058550(NAD 83)
 BV1858_MARKER: DD = SURVEY DISK
 BV1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1858_SP_SET: CONCRETE POST
 BV1858_STAMPING: 65-8 1991
 BV1858_MARK LOGO: ALHD  
 BV1858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1858+STABILITY: SURFACE MOTION
 BV1858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1858+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BV1858
 BV1858  HISTORY     - Date     Condition        Report By
 BV1858  HISTORY     - 1991     MONUMENTED       ALHD
 BV1858
 BV1858                          STATION DESCRIPTION
 BV1858
 BV1858'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1858'THE STATION IS LOCATED IN WASHINGTON COUNTY ON PROPERTY OWNED BY OLIN
 BV1858'CORPORATION, ABOUT 1.85 MI (2.98 KM) SOUTHEAST OF MCINTOSH AND 7.05
 BV1858'MI (11.35 KM) NORTH OF CALVERT.
 BV1858'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND WASHINGTON
 BV1858'COUNTY ROAD NO. 35 EAST, (MILE POST 41.75 ON U.S. 43) IN MCINTOSH,
 BV1858'DRIVE SOUTHEAST ON WASHINGTON COUNTY ROAD NO. 35 FOR 1.55 MI
 BV1858'(2.49 KM) TO A PAVED CROSS ROADS, CONTINUE EAST FOR 0.10 MI
 BV1858'(0.16 KM) TO A RAILROAD GRADE CROSSING, THEN CONTINUE EAST FOR 0.25
 BV1858'MI (0.40 KM) TO A SHELL DRIVEWAY ON THE LEFT, TURN LEFT ON THE SHELL
 BV1858'DRIVEWAY AND DRIVE NORTH FOR 0.05 MI (0.08 KM) TO GATE 21 AND THE
 BV1858'STATION ON THE RIGHT.
 BV1858'THE STATION IS 15.0 FT (4.6 M) SOUTH OF A SIX-FOOT CHAIN LINK FENCE
 BV1858'WITH THREE STRANDS OF BARBED WIRE, 142.6 FT (43.5 M) EAST OF THE EAST
 BV1858'POST OF PEDESTRIAN GATE NO. 20, 182.0 FT (55.5 M) EAST OF THE CENTER
 BV1858'OF GATE NO. 21 AND THE CENTER OF THE SHELL DRIVEWAY, APPROXIMATELY
 BV1858'100 YARDS NORTH OF THE CENTER OF THE PAVED COUNTY ROAD, 15.0 FT
 BV1858'(4.6 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BV1858'GROUND.
 BV1858'STATION 65 7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BV1858'BEFORE USING THIS STATION AT ANY TIME, PLEASE CONTACT AT LEAST A DAY
 BV1858'IN ADVANCE,
 BV1858'MR. JIM FLEMING (OR THE SECRETARY WHO ANSWERS THE PHONE),
 BV1858'OLIN CORPORATION - PHONE 205 - 944 - 2231 EXTENSION 367
 BV1858'ALLOW AT LEAST 30 MINUTES TO GO TO THE GUARD BUILDING, SIGN IN AND
 BV1858'VIEW AN ORIENTATION FILM ON WHAT TO DO IN AN EMERGENCY.
 BV1858'TO REACH THE GUARD BUILDING FROM THE PAVED CROSS ROADS, DRIVE NORTH ON
 BV1858'THE PAVED COUNTY ROAD 0.65 MI (1.05 KM) TO THE ENTRANCE ROAD ON THE
 BV1858'RIGHT, TURN RIGHT AND DRIVE EAST 0.15 MI (0.24 KM) TO THE PARKING LOT
 BV1858'ENTRANCE ON THE RIGHT, TURN RIGHT AND DRIVE SOUTH 0.05 MI (0.08 KM)
 BV1858'TO THE VISITORS PARKING LOT ON THE RIGHT AND THE GUARD BUILDING IN THE
 BV1858'SOUTHEAST CORNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1859 ***********************************************************************
 BV1859  DESIGNATION -  65 9
 BV1859  PID         -  BV1859
 BV1859  STATE/COUNTY-  AL/WASHINGTON
 BV1859  USGS QUAD   -  FRUITDALE (1974)
 BV1859
 BV1859                         *CURRENT SURVEY CONTROL
 BV1859  ___________________________________________________________________
 BV1859* NAD 83(1992)-  31 19 51.69230(N)    088 23 42.41732(W)     ADJUSTED  
 BV1859* NAVD 88     -        54.4    (meters)     178.     (feet)  VERTCON   
 BV1859  ___________________________________________________________________
 BV1859  X           -     152,721.923 (meters)                     COMP
 BV1859  Y           -  -5,450,881.569 (meters)                     COMP
 BV1859  Z           -   3,297,312.096 (meters)                     COMP
 BV1859  LAPLACE CORR-          -1.25  (seconds)                    DEFLEC99
 BV1859  ELLIP HEIGHT-          26.86  (meters)          (07/29/02) GPS OBS
 BV1859  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BV1859
 BV1859  HORZ ORDER  -  FIRST
 BV1859  ELLP ORDER  -  FOURTH    CLASS I
 BV1859
 BV1859.The horizontal coordinates were established by GPS observations
 BV1859.and adjusted by the National Geodetic Survey in December 1992..
 BV1859
 BV1859.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1859.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1859
 BV1859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1859
 BV1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1859
 BV1859.The ellipsoidal height was determined by GPS observations
 BV1859.and is referenced to NAD 83.
 BV1859
 BV1859.The geoid height was determined by GEOID03.
 BV1859
 BV1859;                    North         East     Units Scale Factor Converg.
 BV1859;SPC AL W     -   147,898.692   514,813.420   MT  1.00002281   -0 27 55.7
 BV1859;SPC MS E     -   203,059.407   341,704.465   MT  0.99997144   +0 13 40.3
 BV1859;SPC MS E     -   666,204.07  1,121,075.40   sFT  0.99997144   +0 13 40.3
 BV1859;UTM  16      - 3,467,129.197   367,270.003   MT  0.99981730   -0 43 31.9
 BV1859
 BV1859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1859!SPC AL W     -   0.99999578  x   1.00002281  =   1.00001859
 BV1859!SPC MS E     -   0.99999578  x   0.99997144  =   0.99996722
 BV1859!UTM  16      -   0.99999578  x   0.99981730  =   0.99981308
 BV1859
 BV1859:                Primary Azimuth Mark                     Grid Az
 BV1859:SPC AL W     -  65 10                                    301 24 35.8
 BV1859:SPC MS E     -  65 10                                    300 42 59.8
 BV1859:UTM  16      -  65 10                                    301 40 12.0
 BV1859
 BV1859|---------------------------------------------------------------------|
 BV1859| PID    Reference Object                     Distance      Geod. Az  |
 BV1859|                                                           dddmmss.s |
 BV1859| BV1860 65 10                               APPROX. 0.5 KM 3005640.1 |
 BV1859|---------------------------------------------------------------------|
 BV1859
 BV1859                          SUPERSEDED SURVEY CONTROL
 BV1859
 BV1859  ELLIP H (12/04/92)   26.90   (m)                       GP(       ) 4 1
 BV1859  NAD 83(1986)-  31 19 51.70662(N)    088 23 42.41893(W) AD(       ) 1
 BV1859  NGVD 29 (12/04/92)   54.4    (m)          178.     (f) GPS OBS        
 BV1859
 BV1859.Superseded values are not recommended for survey control.
 BV1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1859.See file dsdata.txt to determine how the superseded data were derived.
 BV1859
 BV1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6727067129(NAD 83)
 BV1859_MARKER: DD = SURVEY DISK
 BV1859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1859_SP_SET: CONCRETE POST
 BV1859_STAMPING: 65-9 1991
 BV1859_MARK LOGO: ALHD  
 BV1859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BV1859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1859+STABILITY: SURFACE MOTION
 BV1859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1859+SATELLITE: SATELLITE OBSERVATIONS - 1991
 BV1859
 BV1859  HISTORY     - Date     Condition        Report By
 BV1859  HISTORY     - 1991     MONUMENTED       ALHD
 BV1859
 BV1859                          STATION DESCRIPTION
 BV1859
 BV1859'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1859'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE NORTH RIGHT OF WAY
 BV1859'OF U.S. 45, ABOUT 1.25 MI (2.01 KM) SOUTHEAST OF FRUITDALE AND ABOUT
 BV1859'12.35 MI (19.87 KM) SOUTHWEST OF CHATOM.
 BV1859'TO REACH THE STATION FROM THE JUNCTION OF U.S. 45 AND ALA 17 (MILE
 BV1859'POST 0 ON U.S. 45 AND MILE POST 44.15 ON ALA 17) ABOUT 17.0 MI
 BV1859'(27.4 KM) SOUTH OF CHATOM, DRIVE NORTHWEST ON U.S. 45 FOR 8.15 MI
 BV1859'(13.12 KM) TO MILE POST 8.15 AND THE STATION ON THE RIGHT.
 BV1859'THE STATION IS 36.0 FT (11.0 M) NORTHWEST OF THE CENTER OF A FIELD
 BV1859'ROAD, 44.0 FT (13.4 M) NORTH-NORTHEAST OF THE CENTERLINE OF U.S. 45,
 BV1859'55.5 FT (16.9 M) WEST-NORTHWEST OF A POWER POLE, 61.3 FT (18.7 M)
 BV1859'EAST-SOUTHEAST OF AN AMBER REFLECTOR SIGN, 64.4 FT (19.6 M)
 BV1859'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE SOUTHEAST ONE OF TWO
 BV1859'FOUR FOOT BY FOUR FOOT CONCRETE CULVERTS UNDER U.S. 45, 1.5 FT
 BV1859'(0.5 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 BV1859'WITH THE GROUND.
 BV1859'STATION 65-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0419 ***********************************************************************
 DH0419  DESIGNATION -  652
 DH0419  PID         -  DH0419
 DH0419  STATE/COUNTY-  AL/COOSA
 DH0419  USGS QUAD   -  WEOGUFKA (1979)
 DH0419
 DH0419                         *CURRENT SURVEY CONTROL
 DH0419  ___________________________________________________________________
 DH0419* NAD 83(1986)-  33 01 03.     (N)    086 18 41.     (W)     SCALED    
 DH0419* NAVD 88     -       199.352  (meters)     654.04   (feet)  ADJUSTED  
 DH0419  ___________________________________________________________________
 DH0419  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH0419  DYNAMIC HT  -         199.124 (meters)     653.29  (feet)  COMP
 DH0419  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 DH0419
 DH0419  VERT ORDER  -  SECOND    CLASS 0
 DH0419
 DH0419.The horizontal coordinates were scaled from a topographic map and have
 DH0419.an estimated accuracy of +/- 6 seconds.
 DH0419
 DH0419.The orthometric height was determined by differential leveling
 DH0419.and adjusted by the National Geodetic Survey in June 1991..
 DH0419
 DH0419.The geoid height was determined by GEOID03.
 DH0419
 DH0419.The dynamic height is computed by dividing the NAVD 88
 DH0419.geopotential number by the normal gravity value computed on the
 DH0419.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0419.degrees latitude (g = 980.6199 gals.).
 DH0419
 DH0419.The modeled gravity was interpolated from observed gravity values.
 DH0419
 DH0419;                    North         East    Units  Estimated Accuracy
 DH0419;SPC AL E     -   279,240.      155,340.      MT  (+/- 180 meters Scaled)
 DH0419
 DH0419                          SUPERSEDED SURVEY CONTROL
 DH0419
 DH0419  NGVD 29 (??/??/92)  199.307  (m)          653.89   (f) ADJ UNCH    2 0
 DH0419
 DH0419.Superseded values are not recommended for survey control.
 DH0419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0419.See file dsdata.txt to determine how the superseded data were derived.
 DH0419
 DH0419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB643534(NAD 83)
 DH0419_MARKER: DD = SURVEY DISK
 DH0419_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0419_SP_SET: BRICK CHIMNEY
 DH0419_STAMPING: 652
 DH0419_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0419
 DH0419  HISTORY     - Date     Condition        Report By
 DH0419  HISTORY     - UNK      MONUMENTED       USGS
 DH0419  HISTORY     - 1949     GOOD             NGS
 DH0419
 DH0419                          STATION DESCRIPTION
 DH0419
 DH0419'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0419'IN WEOGUFKA.
 DH0419'AT WEOGUFKA, 241 FEET NORTH OF THE CENTER OF THE MAIN CROSSROADS, 41
 DH0419'FEET EAST OF THE CENTER LINE OF THE BLACK TOP ROAD LEADING NORTH TO
 DH0419'STEWARTVILLE, SET VERTICALLY IN THE WEST FACE OF THE NORTH BRICK
 DH0419'CHIMNEY OF A GREEN ROOFED HOUSE, 3.1 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0620 ***********************************************************************
 CM0620  DESIGNATION -  658
 CM0620  PID         -  CM0620
 CM0620  STATE/COUNTY-  AL/LEE
 CM0620  USGS QUAD   -  BLEECKER (1973)
 CM0620
 CM0620                         *CURRENT SURVEY CONTROL
 CM0620  ___________________________________________________________________
 CM0620* NAD 83(1986)-  32 34 24.     (N)    085 08 41.     (W)     SCALED    
 CM0620* NAVD 88     -       201.357  (meters)     660.62   (feet)  ADJUSTED  
 CM0620  ___________________________________________________________________
 CM0620  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CM0620  DYNAMIC HT  -         201.120 (meters)     659.84  (feet)  COMP
 CM0620  MODELED GRAV-     979,458.2   (mgal)                       NAVD 88
 CM0620
 CM0620  VERT ORDER  -  FIRST     CLASS I
 CM0620
 CM0620.The horizontal coordinates were scaled from a topographic map and have
 CM0620.an estimated accuracy of +/- 6 seconds.
 CM0620
 CM0620.The orthometric height was determined by differential leveling
 CM0620.and adjusted by the National Geodetic Survey in June 1991..
 CM0620
 CM0620.The geoid height was determined by GEOID03.
 CM0620
 CM0620.The dynamic height is computed by dividing the NAVD 88
 CM0620.geopotential number by the normal gravity value computed on the
 CM0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0620.degrees latitude (g = 980.6199 gals.).
 CM0620
 CM0620.The modeled gravity was interpolated from observed gravity values.
 CM0620
 CM0620;                    North         East    Units  Estimated Accuracy
 CM0620;SPC AL E     -   230,090.      264,660.      MT  (+/- 180 meters Scaled)
 CM0620
 CM0620                          SUPERSEDED SURVEY CONTROL
 CM0620
 CM0620  NGVD 29 (??/??/92)  201.349  (m)          660.59   (f) ADJ UNCH    1 1
 CM0620
 CM0620.Superseded values are not recommended for survey control.
 CM0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0620.See file dsdata.txt to determine how the superseded data were derived.
 CM0620
 CM0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB741055(NAD 83)
 CM0620_MARKER: DD = SURVEY DISK
 CM0620_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0620_SP_SET: BUILDING
 CM0620_STAMPING: 658 ADJ 1903
 CM0620_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0620
 CM0620  HISTORY     - Date     Condition        Report By
 CM0620  HISTORY     - 1903     MONUMENTED       USGS
 CM0620  HISTORY     - 1968     GOOD             NGS
 CM0620
 CM0620                          STATION DESCRIPTION
 CM0620
 CM0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0620'3.7 MI NW FROM SMITHS STATION.
 CM0620'ABOUT 3.7 MILES NORTHWEST ALONG U.S. HIGHWAY 280 FROM THE BAPTIST
 CM0620'CHURCH AT SMITHS STATION, AT MOTTS, ON THE CENTRAL OF GEORGIA
 CM0620'RAILWAY RIGHT-OF-WAY, ABOUT 100 YARDS SOUTHWEST OF THE HIGHWAY, 35
 CM0620'FEET SOUTH OF THE CENTER OF THE CROSSING OF THE TRACK AND A GRADED
 CM0620'ROAD, SET VERTICALLY IN THE NORTHWEST FACE OF THE NORTH CORNER OF
 CM0620'AN OLD ONE STORY STONE BUILDING, 29.4 FEET SOUTHWEST OF THE
 CM0620'SOUTHWEST RAIL, 4.7 FEET SOUTHWEST OF THE NORTH CORNER OF THE
 CM0620'BUILDING, 4 FEET ABOVE THE GROUND AND ABOUT 5 FEET ABOVE THE LEVEL
 CM0620'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0754 ***********************************************************************
 EF0754  DESIGNATION -  66
 EF0754  PID         -  EF0754
 EF0754  STATE/COUNTY-  AL/LAUDERDALE
 EF0754  USGS QUAD   -  ROGERSVILLE (1974)
 EF0754
 EF0754                         *CURRENT SURVEY CONTROL
 EF0754  ___________________________________________________________________
 EF0754* NAD 83(1986)-  34 45 18.     (N)    087 16 50.     (W)     SCALED    
 EF0754* NAVD 88     -       170.973  (meters)     560.93   (feet)  POSTED    
 EF0754  ___________________________________________________________________
 EF0754  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EF0754  DYNAMIC HT  -         170.820 (meters)     560.43  (feet)  COMP
 EF0754  MODELED GRAV-     979,706.0   (mgal)                       NAVD 88
 EF0754
 EF0754  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0754
 EF0754.The horizontal coordinates were scaled from a topographic map and have
 EF0754.an estimated accuracy of +/- 6 seconds.
 EF0754
 EF0754.The orthometric height was determined by differential leveling
 EF0754.and adjusted by the National Geodetic Survey in 1992..
 EF0754.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0754.rate of 0.0 thru 1.0 mm/km.
 EF0754
 EF0754.The geoid height was determined by GEOID03.
 EF0754
 EF0754.The dynamic height is computed by dividing the NAVD 88
 EF0754.geopotential number by the normal gravity value computed on the
 EF0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0754.degrees latitude (g = 980.6199 gals.).
 EF0754
 EF0754.The modeled gravity was interpolated from observed gravity values.
 EF0754
 EF0754;                    North         East    Units  Estimated Accuracy
 EF0754;SPC AL W     -   527,290.      620,090.      MT  (+/- 180 meters Scaled)
 EF0754
 EF0754                          SUPERSEDED SURVEY CONTROL
 EF0754
 EF0754  NGVD 29 (??/??/92)  170.922  (m)          560.77   (f) ADJ UNCH    1 2
 EF0754
 EF0754.Superseded values are not recommended for survey control.
 EF0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0754.See file dsdata.txt to determine how the superseded data were derived.
 EF0754
 EF0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD743459(NAD 83)
 EF0754_MARKER: DB = BENCH MARK DISK
 EF0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0754+STABILITY: SURFACE MOTION
 EF0754
 EF0754  HISTORY     - Date     Condition        Report By
 EF0754  HISTORY     - UNK      MONUMENTED       USE
 EF0754  HISTORY     - 1933     GOOD             NGS
 EF0754  HISTORY     - 1953     MARK NOT FOUND   TVA
 EF0754  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF0754
 EF0754                          STATION DESCRIPTION
 EF0754
 EF0754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0754'21.5 MI NW FROM DECATUR.
 EF0754'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 181 1/2,
 EF0754'DIRECTLY OPPOSITE FROM FOOT OF GILCHRIST ISLAND.  650 FEET UPSTREAM
 EF0754'FROM HARRIS LANDING AND OLD CAPT. HARRIS RESIDENCE.  ON HIGH POINT
 EF0754'APPROX. 250 FEET FROM RIVER.  IN FENCE CORNER 6 FEET FROM ROAD AND 5
 EF0754'FEET NORTH OF 10 IN. BLACK LOCUST TREE.
 EF0754
 EF0754                          STATION RECOVERY (1953)
 EF0754
 EF0754'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1953
 EF0754'MARK NOT FOUND.
 EF0754
 EF0754                          STATION RECOVERY (1973)
 EF0754
 EF0754'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF0754'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2100 ***********************************************************************
 BU2100  DESIGNATION -  66 1
 BU2100  PID         -  BU2100
 BU2100  STATE/COUNTY-  AL/WILCOX
 BU2100  USGS QUAD   -  OAK HILL (1981)
 BU2100
 BU2100                         *CURRENT SURVEY CONTROL
 BU2100  ___________________________________________________________________
 BU2100* NAD 83(1992)-  31 57 41.26105(N)    087 04 15.01123(W)     ADJUSTED  
 BU2100* NAVD 88     -        67.6    (meters)     222.     (feet)  VERTCON   
 BU2100  ___________________________________________________________________
 BU2100  X           -     276,782.711 (meters)                     COMP
 BU2100  Y           -  -5,409,278.968 (meters)                     COMP
 BU2100  Z           -   3,356,827.833 (meters)                     COMP
 BU2100  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 BU2100  ELLIP HEIGHT-          40.08  (meters)          (07/29/02) GPS OBS
 BU2100  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BU2100
 BU2100  HORZ ORDER  -  FIRST
 BU2100  ELLP ORDER  -  FOURTH    CLASS I
 BU2100
 BU2100.The horizontal coordinates were established by GPS observations
 BU2100.and adjusted by the National Geodetic Survey in December 1992..
 BU2100
 BU2100.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2100.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2100
 BU2100.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2100
 BU2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2100
 BU2100.The ellipsoidal height was determined by GPS observations
 BU2100.and is referenced to NAD 83.
 BU2100
 BU2100.The geoid height was determined by GEOID03.
 BU2100
 BU2100;                    North         East     Units Scale Factor Converg.
 BU2100;SPC AL W     -   217,531.555   640,567.428   MT  0.99995362   +0 13 37.8
 BU2100;UTM  16      - 3,536,166.184   493,306.321   MT  0.99960055   -0 02 15.0
 BU2100
 BU2100!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2100!SPC AL W     -   0.99999371  x   0.99995362  =   0.99994733
 BU2100!UTM  16      -   0.99999371  x   0.99960055  =   0.99959426
 BU2100
 BU2100:                Primary Azimuth Mark                     Grid Az
 BU2100:SPC AL W     -  66 2                                     356 44 48.1
 BU2100:UTM  16      -  66 2                                     357 00 40.9
 BU2100
 BU2100|---------------------------------------------------------------------|
 BU2100| PID    Reference Object                     Distance      Geod. Az  |
 BU2100|                                                           dddmmss.s |
 BU2100| BU2101 66 2                                APPROX. 0.6 KM 3565825.9 |
 BU2100|---------------------------------------------------------------------|
 BU2100
 BU2100                          SUPERSEDED SURVEY CONTROL
 BU2100
 BU2100  ELLIP H (12/04/92)   40.17   (m)                       GP(       ) 4 1
 BU2100  NAD 83(1986)-  31 57 41.27181(N)    087 04 15.01474(W) AD(       ) 1
 BU2100  NGVD 29 (12/04/92)   67.6    (m)          222.     (f) GPS OBS        
 BU2100
 BU2100.Superseded values are not recommended for survey control.
 BU2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2100.See file dsdata.txt to determine how the superseded data were derived.
 BU2100
 BU2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA9330636166(NAD 83)
 BU2100_MARKER: DD = SURVEY DISK
 BU2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2100_SP_SET: CONCRETE POST
 BU2100_STAMPING: 66-1 1991
 BU2100_MARK LOGO: ALHD  
 BU2100_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2100+STABILITY: SURFACE MOTION
 BU2100_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2100+SATELLITE: SATELLITE OBSERVATIONS - April 08, 1992
 BU2100
 BU2100  HISTORY     - Date     Condition        Report By
 BU2100  HISTORY     - 1991     MONUMENTED       ALHD
 BU2100  HISTORY     - 19920408 GOOD
 BU2100
 BU2100                          STATION DESCRIPTION
 BU2100
 BU2100'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2100'THE STATION IS LOCATED IN WILCOX COUNTY ON THE EAST RIGHT OF WAY OF
 BU2100'ALA 21, ABOUT 2.80 MI (4.51 KM) NORTH-NORTHEAST OF OAK HILL AND ABOUT
 BU2100'7.70 MI (12.39 KM) NORTHWEST OF PINE APPLE.
 BU2100'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 21 (MILE POST
 BU2100'80.30 ON ALA 21 AND MILE POST 104.90 ON ALA 10) IN OAK HILL, DRIVE
 BU2100'NORTH ON ALA 21 FOR 3.10 MI (4.99 KM) TO MILE POST 83.40 AND THE
 BU2100'STATION ON THE RIGHT.
 BU2100'THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR-STRAND BARBED WIRE FENCE
 BU2100'ON WHITE TOP GREEN STEEL POSTS, 59.0 FT (18.0 M) EAST OF THE
 BU2100'CENTERLINE OF ALA 21, 104.0 FT (31.7 M) SOUTH-SOUTHEAST OF THE EAST
 BU2100'END OF A 24-INCH CONCRETE PIPE UNDER ALA 21, 114.8 FT (35.0 M) SOUTH
 BU2100'OF THE SOUTH POST OF A METAL GATE, 2.8 FT (0.9 M) WEST OF A CARSONITE
 BU2100'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU2100'STATION 66-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2100
 BU2100                          STATION RECOVERY (1992)
 BU2100
 BU2100'RECOVERED 1992
 BU2100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8517 ***********************************************************************
 AA8517  DESIGNATION -  66 10
 AA8517  PID         -  AA8517
 AA8517  STATE/COUNTY-  AL/WILCOX
 AA8517  USGS QUAD   -  KIMBROUGH (1978)
 AA8517
 AA8517                         *CURRENT SURVEY CONTROL
 AA8517  ___________________________________________________________________
 AA8517* NAD 83(1992)-  32 06 27.85541(N)    087 34 15.05993(W)     ADJUSTED  
 AA8517* NAVD 88     -        35.5    (meters)     116.     (feet)  VERTCON   
 AA8517  ___________________________________________________________________
 AA8517  X           -     229,200.795 (meters)                     COMP
 AA8517  Y           -  -5,402,864.725 (meters)                     COMP
 AA8517  Z           -   3,370,560.849 (meters)                     COMP
 AA8517  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AA8517  ELLIP HEIGHT-           7.39  (meters)          (07/29/02) GPS OBS
 AA8517  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AA8517
 AA8517  HORZ ORDER  -  FIRST
 AA8517  ELLP ORDER  -  FOURTH    CLASS I
 AA8517
 AA8517.The horizontal coordinates were established by GPS observations
 AA8517.and adjusted by the National Geodetic Survey in September 1995..
 AA8517
 AA8517.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8517.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8517
 AA8517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8517
 AA8517.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8517
 AA8517.The ellipsoidal height was determined by GPS observations
 AA8517.and is referenced to NAD 83.
 AA8517
 AA8517.The geoid height was determined by GEOID03.
 AA8517
 AA8517;                    North         East     Units Scale Factor Converg.
 AA8517;SPC AL W     -   233,672.437   593,313.448   MT  0.99993388   -0 02 15.6
 AA8517;UTM  16      - 3,552,520.301   446,142.923   MT  0.99963577   -0 18 12.3
 AA8517
 AA8517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8517!SPC AL W     -   0.99999884  x   0.99993388  =   0.99993272
 AA8517!UTM  16      -   0.99999884  x   0.99963577  =   0.99963461
 AA8517
 AA8517                          SUPERSEDED SURVEY CONTROL
 AA8517
 AA8517  ELLIP H (09/29/95)    7.44   (m)                       GP(       ) 3 2
 AA8517  NGVD 29 (09/29/95)   35.5    (m)          116.     (f) GPS OBS        
 AA8517
 AA8517.Superseded values are not recommended for survey control.
 AA8517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8517.See file dsdata.txt to determine how the superseded data were derived.
 AA8517
 AA8517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4614352520(NAD 83)
 AA8517_MARKER: DD = SURVEY DISK
 AA8517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8517_STAMPING: 66-10 1994
 AA8517_MARK LOGO: ALHD  
 AA8517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8517+STABILITY: SURFACE MOTION
 AA8517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8517+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8517
 AA8517  HISTORY     - Date     Condition        Report By
 AA8517  HISTORY     - 1994     MONUMENTED       ALHD
 AA8517
 AA8517                          STATION DESCRIPTION
 AA8517
 AA8517'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8517'THE STATION IS LOCATED IN WILCOX COUNTY ON THE WEST RIGHT OF WAY OF
 AA8517'ALA 5, ABOUT 9.00 MI (14.48 KM) NORTH OF PINE HILL AND ABOUT 18.50 MI
 AA8517'(29.77 KM) NORTHWEST OF CAMDEN. TO REACH THE STATION FROM THE JUNCTION
 AA8517'OF ALA 5 AND ALA 10 (MILE POST 11.05 ON ALA 5 AND MILE POST 59.80 ON
 AA8517'ALA 10) IN PINE HILL, DRIVE NORTH ON ALA 5 FOR 8.15 MI (13.12 KM) TO
 AA8517'MILE POST 19.20 AND THE STATION ON THE LEFT. THE STATION IS 3.1 FT
 AA8517'(0.9 M) EAST-SOUTHEAST OF A SIX STRAND BARBED WIRE FENCE ON OLD WOOD
 AA8517'POSTS, 59.2 FT (18.0 M) WEST-NORTHWEST OF THE CENTERLINE OF ALA 5,
 AA8517'72.0 FT (21.9 M) NORTH-NORTHEAST OF THE NORTH CROSS TIE POST OF A
 AA8517'CATTLE GAP IN THE FENCE LINE, 200.5 FT (61.1 M) SOUTH-SOUTHWEST OF
 AA8517'TELEPHONE CABLE PEDESTAL NO. B 32 L LP 7 31, 3.2 FT (1.0 M)
 AA8517'EAST-SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8517'GROUND. STATION 66-11 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8518 ***********************************************************************
 AA8518  DESIGNATION -  66 11
 AA8518  PID         -  AA8518
 AA8518  STATE/COUNTY-  AL/WILCOX
 AA8518  USGS QUAD   -  KIMBROUGH (1978)
 AA8518
 AA8518                         *CURRENT SURVEY CONTROL
 AA8518  ___________________________________________________________________
 AA8518* NAD 83(1992)-  32 06 45.99862(N)    087 34 03.12976(W)     ADJUSTED  
 AA8518* NAVD 88     -        32.5    (meters)     107.     (feet)  VERTCON   
 AA8518  ___________________________________________________________________
 AA8518  X           -     229,500.576 (meters)                     COMP
 AA8518  Y           -  -5,402,552.137 (meters)                     COMP
 AA8518  Z           -   3,371,032.626 (meters)                     COMP
 AA8518  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 AA8518  ELLIP HEIGHT-           4.40  (meters)          (07/29/02) GPS OBS
 AA8518  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AA8518
 AA8518  HORZ ORDER  -  FIRST
 AA8518  ELLP ORDER  -  FOURTH    CLASS I
 AA8518
 AA8518.The horizontal coordinates were established by GPS observations
 AA8518.and adjusted by the National Geodetic Survey in September 1995..
 AA8518
 AA8518.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8518.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8518
 AA8518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8518
 AA8518.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8518
 AA8518.The ellipsoidal height was determined by GPS observations
 AA8518.and is referenced to NAD 83.
 AA8518
 AA8518.The geoid height was determined by GEOID03.
 AA8518
 AA8518;                    North         East     Units Scale Factor Converg.
 AA8518;SPC AL W     -   234,231.054   593,626.555   MT  0.99993383   -0 02 09.2
 AA8518;UTM  16      - 3,553,077.294   446,458.523   MT  0.99963535   -0 18 06.1
 AA8518
 AA8518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8518!SPC AL W     -   0.99999931  x   0.99993383  =   0.99993314
 AA8518!UTM  16      -   0.99999931  x   0.99963535  =   0.99963466
 AA8518
 AA8518                          SUPERSEDED SURVEY CONTROL
 AA8518
 AA8518  ELLIP H (09/29/95)    4.45   (m)                       GP(       ) 3 2
 AA8518  NGVD 29 (09/29/95)   32.5    (m)          107.     (f) GPS OBS        
 AA8518
 AA8518.Superseded values are not recommended for survey control.
 AA8518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8518.See file dsdata.txt to determine how the superseded data were derived.
 AA8518
 AA8518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA4645953077(NAD 83)
 AA8518_MARKER: DD = SURVEY DISK
 AA8518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8518_STAMPING: 66-11 1994
 AA8518_MARK LOGO: ALHD  
 AA8518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8518+STABILITY: SURFACE MOTION
 AA8518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8518+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8518
 AA8518  HISTORY     - Date     Condition        Report By
 AA8518  HISTORY     - 1994     MONUMENTED       ALHD
 AA8518
 AA8518                          STATION DESCRIPTION
 AA8518
 AA8518'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8518'THE STATION IS LOCATED IN WILCOX COUNTY ON THE EAST RIGHT OF WAY OF
 AA8518'ALA 5, ABOUT 9.35 MI (15.05 KM) NORTH OF PINE HILL AND ABOUT 18.40 MI
 AA8518'(29.61 KM) NORTHWEST OF CAMDEN. TO REACH THE STATION FROM THE JUNCTION
 AA8518'OF ALA 5 AND ALA 10 (MILE POST 11.05 ON ALA 5 AND MILE POST 59.80 ON
 AA8518'ALA 10) IN PINE HILL, DRIVE NORTH ON ALA 5 FOR 8.55 MI (13.76 KM) TO
 AA8518'MILE POST 19.60 AND THE STATION ON THE RIGHT. THE STATION IS 3.5 FT
 AA8518'(1.1 M) WEST-NORTHWEST OF A PARTLY DOWN THREE STRAND BARBED WIRE FENCE
 AA8518'ON OLD WOOD POSTS, 53.2 FT (16.2 M) EAST-SOUTHEAST OF THE CENTERLINE
 AA8518'OF ALA 5, 202.3 FT (61.7 M) NORTH-NORTHEAST OF A POWER POLE, 250.7 FT
 AA8518'(76.4 M) SOUTH-SOUTHWEST OF A POWER POLE, 3.0 FT (0.9 M)
 AA8518'WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8518'GROUND. STATION 66-10 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8519 ***********************************************************************
 AA8519  DESIGNATION -  66 12
 AA8519  PID         -  AA8519
 AA8519  STATE/COUNTY-  AL/WILCOX
 AA8519  USGS QUAD   -  CATHERINE (1974)
 AA8519
 AA8519                         *CURRENT SURVEY CONTROL
 AA8519  ___________________________________________________________________
 AA8519* NAD 83(1992)-  32 10 29.60732(N)    087 27 16.10596(W)     ADJUSTED  
 AA8519* NAVD 88     -        63.3    (meters)     208.     (feet)  VERTCON   
 AA8519  ___________________________________________________________________
 AA8519  X           -     239,999.416 (meters)                     COMP
 AA8519  Y           -  -5,398,453.768 (meters)                     COMP
 AA8519  Z           -   3,376,880.947 (meters)                     COMP
 AA8519  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 AA8519  ELLIP HEIGHT-          35.15  (meters)          (07/29/02) GPS OBS
 AA8519  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 AA8519
 AA8519  HORZ ORDER  -  FIRST
 AA8519  ELLP ORDER  -  FOURTH    CLASS I
 AA8519
 AA8519.The horizontal coordinates were established by GPS observations
 AA8519.and adjusted by the National Geodetic Survey in September 1995..
 AA8519
 AA8519.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8519.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8519
 AA8519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8519
 AA8519.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8519
 AA8519.The ellipsoidal height was determined by GPS observations
 AA8519.and is referenced to NAD 83.
 AA8519
 AA8519.The geoid height was determined by GEOID03.
 AA8519
 AA8519;                    North         East     Units Scale Factor Converg.
 AA8519;SPC AL W     -   241,117.233   604,293.435   MT  0.99993356   +0 01 27.3
 AA8519;UTM  16      - 3,559,911.789   457,154.001   MT  0.99962264   -0 14 31.2
 AA8519
 AA8519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8519!SPC AL W     -   0.99999448  x   0.99993356  =   0.99992804
 AA8519!UTM  16      -   0.99999448  x   0.99962264  =   0.99961712
 AA8519
 AA8519:                Primary Azimuth Mark                     Grid Az
 AA8519:SPC AL W     -  66 13                                    333 24 52.0
 AA8519:UTM  16      -  66 13                                    333 40 50.5
 AA8519
 AA8519|---------------------------------------------------------------------|
 AA8519| PID    Reference Object                     Distance      Geod. Az  |
 AA8519|                                                           dddmmss.s |
 AA8519| AA8520 66 13                               492.056 METERS 3332619.3 |
 AA8519|---------------------------------------------------------------------|
 AA8519
 AA8519                          SUPERSEDED SURVEY CONTROL
 AA8519
 AA8519  ELLIP H (09/29/95)   35.20   (m)                       GP(       ) 3 2
 AA8519  NGVD 29 (09/29/95)   63.2    (m)          207.     (f) GPS OBS        
 AA8519
 AA8519.Superseded values are not recommended for survey control.
 AA8519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8519.See file dsdata.txt to determine how the superseded data were derived.
 AA8519
 AA8519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA5715459912(NAD 83)
 AA8519_MARKER: DD = SURVEY DISK
 AA8519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8519_STAMPING: 66-12 1994
 AA8519_MARK LOGO: ALHD  
 AA8519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8519+STABILITY: SURFACE MOTION
 AA8519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8519+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8519
 AA8519  HISTORY     - Date     Condition        Report By
 AA8519  HISTORY     - 1994     MONUMENTED       ALHD
 AA8519
 AA8519                          STATION DESCRIPTION
 AA8519
 AA8519'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8519'THE STATION IS LOCATED IN WILCOX COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA8519'OF ALA 28, ABOUT 15.40 MI (24.78 KM) NORTHEAST OF PINE HILL AND ABOUT
 AA8519'15.85 MI (25.51 KM) NORTHWEST OF CAMDEN. TO REACH THE STATION FROM THE
 AA8519'JUNCTION OF ALA 10 AND ALA 28 (MILE POST 83.40 ON ALA 28 AND MILE POST
 AA8519'78.05 ON ALA 10) AT A FOUR WAY STOP IN THE NORTH SIDE OF CAMDEN, DRIVE
 AA8519'NORTHWEST ON ALA 28 FOR 15.30 MI (24.62 KM) TO MILE POST 68.10 AND THE
 AA8519'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTHEAST OF A FIVE
 AA8519'STRAND BARBED WIRE FENCE ON WOOD AND STEEL POSTS, 9.0 FT (2.7 M)
 AA8519'NORTH-NORTHWEST OF THE NORTHWEST POST OF A CATTLE GAP IN THE FENCE
 AA8519'LINE, 17.0 FT (5.2 M) NORTHWEST OF THE CENTER OF A FIELD ROAD, 48.0 FT
 AA8519'(14.6 M) SOUTHWEST OF THE CENTERLINE OF ALA 28, 100.4 FT (30.6 M)
 AA8519'WEST-SOUTHWEST OF THE NORTHWEST CROSS TIE POST OF A PIPE GATE ACROSS
 AA8519'THE ROAD, 141.4 FT (43.1 M) NORTHWEST OF A JUNCTION POWER POLE WITH
 AA8519'ONE GUY WIRE, 3.0 FT (0.9 M) NORTHEAST OF A CARSONITE WITNESS POST,
 AA8519'AND SET FLUSH WITH THE GROUND. STATION 66-13 1994 MAY BE USED AS AN
 AA8519'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8520 ***********************************************************************
 AA8520  DESIGNATION -  66 13
 AA8520  PID         -  AA8520
 AA8520  STATE/COUNTY-  AL/WILCOX
 AA8520  USGS QUAD   -  CATHERINE (1974)
 AA8520
 AA8520                         *CURRENT SURVEY CONTROL
 AA8520  ___________________________________________________________________
 AA8520* NAD 83(1992)-  32 10 43.89567(N)    087 27 24.50484(W)     ADJUSTED  
 AA8520* NAVD 88     -        64.6    (meters)     212.     (feet)  VERTCON   
 AA8520  ___________________________________________________________________
 AA8520  X           -     239,769.245 (meters)                     COMP
 AA8520  Y           -  -5,398,230.476 (meters)                     COMP
 AA8520  Z           -   3,377,254.158 (meters)                     COMP
 AA8520  LAPLACE CORR-           1.23  (seconds)                    DEFLEC99
 AA8520  ELLIP HEIGHT-          36.44  (meters)          (07/29/02) GPS OBS
 AA8520  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 AA8520
 AA8520  HORZ ORDER  -  FIRST
 AA8520  ELLP ORDER  -  FOURTH    CLASS I
 AA8520
 AA8520.The horizontal coordinates were established by GPS observations
 AA8520.and adjusted by the National Geodetic Survey in September 1995..
 AA8520
 AA8520.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8520
 AA8520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8520
 AA8520.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8520
 AA8520.The ellipsoidal height was determined by GPS observations
 AA8520.and is referenced to NAD 83.
 AA8520
 AA8520.The geoid height was determined by GEOID03.
 AA8520
 AA8520;                    North         East     Units Scale Factor Converg.
 AA8520;SPC AL W     -   241,557.234   604,073.237   MT  0.99993354   +0 01 22.8
 AA8520;UTM  16      - 3,560,352.671   456,935.919   MT  0.99962287   -0 14 35.8
 AA8520
 AA8520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8520!SPC AL W     -   0.99999428  x   0.99993354  =   0.99992782
 AA8520!UTM  16      -   0.99999428  x   0.99962287  =   0.99961715
 AA8520
 AA8520:                Primary Azimuth Mark                     Grid Az
 AA8520:SPC AL W     -  66 12                                    153 24 52.0
 AA8520:UTM  16      -  66 12                                    153 40 50.6
 AA8520
 AA8520|---------------------------------------------------------------------|
 AA8520| PID    Reference Object                     Distance      Geod. Az  |
 AA8520|                                                           dddmmss.s |
 AA8520| AA8519 66 12                               492.056 METERS 1532614.8 |
 AA8520|---------------------------------------------------------------------|
 AA8520
 AA8520                          SUPERSEDED SURVEY CONTROL
 AA8520
 AA8520  ELLIP H (09/29/95)   36.49   (m)                       GP(       ) 3 2
 AA8520  NGVD 29 (09/29/95)   64.5    (m)          212.     (f) GPS OBS        
 AA8520
 AA8520.Superseded values are not recommended for survey control.
 AA8520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8520.See file dsdata.txt to determine how the superseded data were derived.
 AA8520
 AA8520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA5693660353(NAD 83)
 AA8520_MARKER: DD = SURVEY DISK
 AA8520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8520_STAMPING: 66-13 1994
 AA8520_MARK LOGO: ALHD  
 AA8520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8520+STABILITY: SURFACE MOTION
 AA8520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8520+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8520
 AA8520  HISTORY     - Date     Condition        Report By
 AA8520  HISTORY     - 1994     MONUMENTED       ALHD
 AA8520
 AA8520                          STATION DESCRIPTION
 AA8520
 AA8520'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8520'THE STATION IS LOCATED IN WILCOX COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA8520'OF ALA 28, ABOUT 15.60 MI (25.11 KM) NORTHEAST OF PINE HILL AND ABOUT
 AA8520'16.20 MI (26.07 KM) NORTHWEST OF CAMDEN. TO REACH THE STATION FROM THE
 AA8520'JUNCTION OF ALA 10 AND ALA 28 (MILE POST 83.40 ON ALA 28 AND MILE POST
 AA8520'78.05 ON ALA 10) AT A FOUR WAY STOP IN THE NORTH SIDE OF CAMDEN, DRIVE
 AA8520'NORTHWEST ON ALA 28 FOR 15.60 MI (25.11 KM) TO MILE POST 67.80 AND THE
 AA8520'STATION ON THE LEFT. THE STATION IS 3.2 FT (1.0 M) EAST-NORTHEAST OF A
 AA8520'HOG WIRE FENCE WITH THREE STRANDS OF BARBED WIRE ON RUSTY STEEL POSTS,
 AA8520'7.9 FT (2.4 M) SOUTHEAST OF A WOOD POST IN THE FENCE LINE, 22.1 FT
 AA8520'(6.7 M) NORTH OF A WOOD POST IN THE FENCE LINE, 48.3 FT (14.7 M)
 AA8520'WEST-SOUTHWEST OF THE CENTERLINE OF ALA 28, 135.1 FT (41.2 M)
 AA8520'SOUTH-SOUTHEAST OF A POWER POLE, 3.2 FT (1.0 M) EAST-NORTHEAST OF A
 AA8520'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 66-12
 AA8520'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8521 ***********************************************************************
 AA8521  DESIGNATION -  66 14
 AA8521  PID         -  AA8521
 AA8521  STATE/COUNTY-  AL/WILCOX
 AA8521  USGS QUAD   -  CAMDEN NORTH (1974)
 AA8521
 AA8521                         *CURRENT SURVEY CONTROL
 AA8521  ___________________________________________________________________
 AA8521* NAD 83(1992)-  32 03 42.89125(N)    087 18 17.32296(W)     ADJUSTED  
 AA8521* NAVD 88     -        31.5    (meters)     103.     (feet)  VERTCON   
 AA8521  ___________________________________________________________________
 AA8521  X           -     254,411.801 (meters)                     COMP
 AA8521  Y           -  -5,404,435.215 (meters)                     COMP
 AA8521  Z           -   3,366,253.726 (meters)                     COMP
 AA8521  LAPLACE CORR-           2.95  (seconds)                    DEFLEC99
 AA8521  ELLIP HEIGHT-           3.73  (meters)          (07/29/02) GPS OBS
 AA8521  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AA8521
 AA8521  HORZ ORDER  -  FIRST
 AA8521  ELLP ORDER  -  FOURTH    CLASS I
 AA8521
 AA8521.The horizontal coordinates were established by GPS observations
 AA8521.and adjusted by the National Geodetic Survey in September 1995..
 AA8521
 AA8521.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8521
 AA8521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8521
 AA8521.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8521
 AA8521.The ellipsoidal height was determined by GPS observations
 AA8521.and is referenced to NAD 83.
 AA8521
 AA8521.The geoid height was determined by GEOID03.
 AA8521
 AA8521;                    North         East     Units Scale Factor Converg.
 AA8521;SPC AL W     -   228,605.966   618,430.316   MT  0.99993752   +0 06 13.0
 AA8521;UTM  16      - 3,547,339.079   471,228.188   MT  0.99961021   -0 09 42.5
 AA8521
 AA8521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8521!SPC AL W     -   0.99999941  x   0.99993752  =   0.99993693
 AA8521!UTM  16      -   0.99999941  x   0.99961021  =   0.99960962
 AA8521
 AA8521:                Primary Azimuth Mark                     Grid Az
 AA8521:SPC AL W     -  66 15                                    002 48 21.0
 AA8521:UTM  16      -  66 15                                    003 04 16.5
 AA8521
 AA8521|---------------------------------------------------------------------|
 AA8521| PID    Reference Object                     Distance      Geod. Az  |
 AA8521|                                                           dddmmss.s |
 AA8521| AA8522 66 15                               APPROX. 0.6 KM 0025434.0 |
 AA8521|---------------------------------------------------------------------|
 AA8521
 AA8521                          SUPERSEDED SURVEY CONTROL
 AA8521
 AA8521  ELLIP H (09/29/95)    3.78   (m)                       GP(       ) 3 2
 AA8521  NGVD 29 (09/29/95)   31.4    (m)          103.     (f) GPS OBS        
 AA8521
 AA8521.Superseded values are not recommended for survey control.
 AA8521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8521.See file dsdata.txt to determine how the superseded data were derived.
 AA8521
 AA8521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7122847339(NAD 83)
 AA8521_MARKER: DD = SURVEY DISK
 AA8521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8521_STAMPING: 66-14 1994
 AA8521_MARK LOGO: ALHD  
 AA8521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8521+STABILITY: SURFACE MOTION
 AA8521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8521+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8521
 AA8521  HISTORY     - Date     Condition        Report By
 AA8521  HISTORY     - 1994     MONUMENTED       ALHD
 AA8521
 AA8521                          STATION DESCRIPTION
 AA8521
 AA8521'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8521'THE STATION IS LOCATED IN WILCOX COUNTY ON THE WEST RIGHT OF WAY OF A
 AA8521'PAVED COUNTY ROAD, ABOUT 4.90 MI (7.89 KM) NORTH OF CAMDEN AND ABOUT
 AA8521'16.05 MI (25.83 KM) NORTHWEST OF OAK HILL. TO REACH THE STATION FROM
 AA8521'THE JUNCTION OF ALA 5 AND ALA 28 (MILE POST 28.15 ON ALA 5 AND MILE
 AA8521'POST 66.90 ON ALA 28), ABOUT 18.10 MI (29.13 KM) NORTHWEST OF CAMDEN,
 AA8521'DRIVE NORTHEAST ON ALA 5 FOR 4.15 MI (6.68 KM) TO MILE POST 32.30 AND
 AA8521'WILCOX COUNTY ROAD NO. 29 ON THE RIGHT, TURN RIGHT ON WILCOX COUNTY
 AA8521'ROAD NO. 29 AND DRIVE EAST AND SOUTHEAST FOR 14.75 MI (23.74 KM) TO A
 AA8521'Y-INTERSECTION WITH WILCOX COUNTY ROAD NO. 29 LEFT AND A PAVED COUNTY
 AA8521'ROAD RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR
 AA8521'0.55 MI (0.89 KM) TO THE STATION ON THE RIGHT. THE STATION IS 6.0 FT
 AA8521'(1.8 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS,
 AA8521'34.5 FT (10.5 M) WEST OF THE CENTER OF THE PAVED COUNTY ROAD, 57.0 FT
 AA8521'(17.4 M) SOUTH OF THE SOUTH END OF AN EIGHTEEN-INCH CORREGATED METAL
 AA8521'PIPE UNDER A FIELD ROAD, 60.7 FT (18.5 M) SOUTH OF THE SOUTH POST OF A
 AA8521'CATTLE GAP IN THE FENCE LINE, 66.0 FT (20.1 M) SOUTH OF THE CENTER OF
 AA8521'A FIELD ROAD, 93.0 FT (28.3 M) NORTH OF A FENCE JUNCTION, 6.0 FT (1.8
 AA8521'M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8521'STATION 66-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8522 ***********************************************************************
 AA8522  DESIGNATION -  66 15
 AA8522  PID         -  AA8522
 AA8522  STATE/COUNTY-  AL/WILCOX
 AA8522  USGS QUAD   -  CAMDEN NORTH (1974)
 AA8522
 AA8522                         *CURRENT SURVEY CONTROL
 AA8522  ___________________________________________________________________
 AA8522* NAD 83(1992)-  32 04 00.80863(N)    087 18 16.25357(W)     ADJUSTED  
 AA8522* NAVD 88     -        31.2    (meters)     102.     (feet)  VERTCON   
 AA8522  ___________________________________________________________________
 AA8522  X           -     254,426.032 (meters)                     COMP
 AA8522  Y           -  -5,404,141.014 (meters)                     COMP
 AA8522  Z           -   3,366,721.293 (meters)                     COMP
 AA8522  LAPLACE CORR-           3.02  (seconds)                    DEFLEC99
 AA8522  ELLIP HEIGHT-           3.47  (meters)          (07/29/02) GPS OBS
 AA8522  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AA8522
 AA8522  HORZ ORDER  -  FIRST
 AA8522  ELLP ORDER  -  FOURTH    CLASS I
 AA8522
 AA8522.The horizontal coordinates were established by GPS observations
 AA8522.and adjusted by the National Geodetic Survey in September 1995..
 AA8522
 AA8522.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8522.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8522
 AA8522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8522
 AA8522.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8522
 AA8522.The ellipsoidal height was determined by GPS observations
 AA8522.and is referenced to NAD 83.
 AA8522
 AA8522.The geoid height was determined by GEOID03.
 AA8522
 AA8522;                    North         East     Units Scale Factor Converg.
 AA8522;SPC AL W     -   229,157.876   618,457.365   MT  0.99993753   +0 06 13.6
 AA8522;UTM  16      - 3,547,890.677   471,257.784   MT  0.99961019   -0 09 42.0
 AA8522
 AA8522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8522!SPC AL W     -   0.99999946  x   0.99993753  =   0.99993699
 AA8522!UTM  16      -   0.99999946  x   0.99961019  =   0.99960965
 AA8522
 AA8522:                Primary Azimuth Mark                     Grid Az
 AA8522:SPC AL W     -  66 14                                    182 48 21.0
 AA8522:UTM  16      -  66 14                                    183 04 16.6
 AA8522
 AA8522|---------------------------------------------------------------------|
 AA8522| PID    Reference Object                     Distance      Geod. Az  |
 AA8522|                                                           dddmmss.s |
 AA8522| AA8521 66 14                               APPROX. 0.6 KM 1825434.6 |
 AA8522|---------------------------------------------------------------------|
 AA8522
 AA8522                          SUPERSEDED SURVEY CONTROL
 AA8522
 AA8522  ELLIP H (09/29/95)    3.53   (m)                       GP(       ) 3 2
 AA8522  NGVD 29 (09/29/95)   31.2    (m)          102.     (f) GPS OBS        
 AA8522
 AA8522.Superseded values are not recommended for survey control.
 AA8522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8522.See file dsdata.txt to determine how the superseded data were derived.
 AA8522
 AA8522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7125847891(NAD 83)
 AA8522_MARKER: DD = SURVEY DISK
 AA8522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8522_STAMPING: 66-15 1994
 AA8522_MARK LOGO: ALHD  
 AA8522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8522+STABILITY: SURFACE MOTION
 AA8522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8522+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8522
 AA8522  HISTORY     - Date     Condition        Report By
 AA8522  HISTORY     - 1994     MONUMENTED       ALHD
 AA8522
 AA8522                          STATION DESCRIPTION
 AA8522
 AA8522'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8522'THE STATION IS LOCATED IN WILCOX COUNTY ON THE EAST RIGHT OF WAY OF A
 AA8522'PAVED COUNTY ROAD, ABOUT 5.25 MI (8.45 KM) NORTH OF CAMDEN AND ABOUT
 AA8522'16.25 MI (26.15 KM) NORTHWEST OF OAK HILL. TO REACH THE STATION FROM
 AA8522'THE JUNCTION OF ALA 5 AND ALA 28 (MILE POST 28.15 ON ALA 5 AND MILE
 AA8522'POST 66.90 ON ALA 28), ABOUT 18.10 MI (29.13 KM) NORTHWEST OF CAMDEN,
 AA8522'DRIVE NORTHEAST ON ALA 5 FOR 4.15 MI (6.68 KM) TO MILE POST 32.30 AND
 AA8522'WILCOX COUNTY ROAD NO. 29 ON THE RIGHT, TURN RIGHT ON WILCOX COUNTY
 AA8522'ROAD NO. 29 AND DRIVE EAST AND SOUTHEAST FOR 14.75 MI (23.74 KM) TO A
 AA8522'Y-INTERSECTION WITH WILCOX COUNTY ROAD NO. 29 LEFT AND A PAVED COUNTY
 AA8522'ROAD RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR
 AA8522'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT
 AA8522'(0.9 M) WEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON OLD
 AA8522'WOOD POSTS, 16.8 FT (5.1 M) EAST-NORTHEAST OF A STOP AHEAD SIGN, 32.2
 AA8522'FT (9.8 M) EAST OF THE CENTER OF THE PAVED COUNTY ROAD, 56.8 FT (17.3
 AA8522'M) SOUTH OF THE SOUTH POST OF A CATTLE GAP IN THE FENCE LINE, 63.0 FT
 AA8522'(19.2 M) SOUTH OF THE CENTER OF A GRAVEL FIELD ROAD, 106.3 FT (32.4 M)
 AA8522'SOUTH OF A FENCE CORNER ACROSS THE ROAD, 118.7 FT (36.2 M) NORTH OF A
 AA8522'FENCE CORNER NORTH OF A BRICK HOUSE, 130.0 FT (39.6 M) NORTH OF THE
 AA8522'CENTER OF A GRAVEL DRIVEWAY, 3.0 FT (0.9 M) WEST OF A CARSONITE
 AA8522'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 66-14 1994 MAY BE
 AA8522'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8523 ***********************************************************************
 AA8523  DESIGNATION -  66 16
 AA8523  PID         -  AA8523
 AA8523  STATE/COUNTY-  AL/WILCOX
 AA8523  USGS QUAD   -  CRUMPTONIA (1974)
 AA8523
 AA8523                         *CURRENT SURVEY CONTROL
 AA8523  ___________________________________________________________________
 AA8523* NAD 83(1992)-  32 09 13.59464(N)    087 19 31.88922(W)     ADJUSTED  
 AA8523* NAVD 88     -        54.1    (meters)     177.     (feet)  VERTCON   
 AA8523  ___________________________________________________________________
 AA8523  X           -     252,206.291 (meters)                     COMP
 AA8523  Y           -  -5,399,137.469 (meters)                     COMP
 AA8523  Z           -   3,374,894.119 (meters)                     COMP
 AA8523  LAPLACE CORR-           3.15  (seconds)                    DEFLEC99
 AA8523  ELLIP HEIGHT-          26.19  (meters)          (07/29/02) GPS OBS
 AA8523  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA8523
 AA8523  HORZ ORDER  -  FIRST
 AA8523  ELLP ORDER  -  FOURTH    CLASS I
 AA8523
 AA8523.The horizontal coordinates were established by GPS observations
 AA8523.and adjusted by the National Geodetic Survey in September 1995..
 AA8523
 AA8523.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8523.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8523
 AA8523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8523
 AA8523.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8523
 AA8523.The ellipsoidal height was determined by GPS observations
 AA8523.and is referenced to NAD 83.
 AA8523
 AA8523.The geoid height was determined by GEOID03.
 AA8523
 AA8523;                    North         East     Units Scale Factor Converg.
 AA8523;SPC AL W     -   238,788.422   616,458.050   MT  0.99993667   +0 05 34.3
 AA8523;UTM  16      - 3,557,527.249   469,303.801   MT  0.99961162   -0 10 23.7
 AA8523
 AA8523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8523!SPC AL W     -   0.99999589  x   0.99993667  =   0.99993256
 AA8523!UTM  16      -   0.99999589  x   0.99961162  =   0.99960751
 AA8523
 AA8523:                Primary Azimuth Mark                     Grid Az
 AA8523:SPC AL W     -  66 17                                    283 06 45.7
 AA8523:UTM  16      -  66 17                                    283 22 43.7
 AA8523
 AA8523|---------------------------------------------------------------------|
 AA8523| PID    Reference Object                     Distance      Geod. Az  |
 AA8523|                                                           dddmmss.s |
 AA8523| AA8524 66 17                               437.022 METERS 2831220.0 |
 AA8523|---------------------------------------------------------------------|
 AA8523
 AA8523                          SUPERSEDED SURVEY CONTROL
 AA8523
 AA8523  ELLIP H (09/29/95)   26.24   (m)                       GP(       ) 3 2
 AA8523  NGVD 29 (09/29/95)   54.1    (m)          177.     (f) GPS OBS        
 AA8523
 AA8523.Superseded values are not recommended for survey control.
 AA8523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8523.See file dsdata.txt to determine how the superseded data were derived.
 AA8523
 AA8523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6930457527(NAD 83)
 AA8523_MARKER: DD = SURVEY DISK
 AA8523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8523_STAMPING: 66-16 1994
 AA8523_MARK LOGO: ALHD  
 AA8523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8523+STABILITY: SURFACE MOTION
 AA8523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8523+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8523
 AA8523  HISTORY     - Date     Condition        Report By
 AA8523  HISTORY     - 1994     MONUMENTED       ALHD
 AA8523
 AA8523                          STATION DESCRIPTION
 AA8523
 AA8523'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8523'THE STATION IS LOCATED IN WILCOX COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8523'WILCOX COUNTY ROAD NO. 29, ABOUT 11.40 MI (18.35 KM) NORTH-NORTHWEST
 AA8523'OF CAMDEN AND ABOUT 19.30 MI (31.06 KM) NORTHEAST OF PINE HILL. TO
 AA8523'REACH THE STATION FROM THE JUNCTION OF ALA 5 AND ALA 28 (MILE POST
 AA8523'28.15 ON ALA 5 AND MILE POST 66.90 ON ALA 28), ABOUT 18.10 MI (29.13
 AA8523'KM) NORTHWEST OF CAMDEN, DRIVE NORTHEAST ON ALA 5 FOR 4.15 MI (6.68
 AA8523'KM) TO MILE POST 32.30 AND WILCOX COUNTY ROAD NO. 29 ON THE RIGHT,
 AA8523'TURN RIGHT ON WILCOX COUNTY ROAD NO. 29 AND DRIVE EAST AND SOUTHEAST
 AA8523'FOR 8.15 MI (13.12 KM) TO THE STATION ON THE LEFT. THE STATION IS 38.6
 AA8523'FT (11.8 M) NORTH-NORTHEAST OF THE CENTERLINE OF WILCOX COUNTY ROAD
 AA8523'NO. 29, 118.9 FT (36.2 M) EAST OF JUNCTION POWER POLE NO. 124154 WITH
 AA8523'TWO GUY WIRES ACROSS THE ROAD, 2.3 FT (0.7 M) SOUTHWEST OF A CARSONITE
 AA8523'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 66-17 1994 MAY BE
 AA8523'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8524 ***********************************************************************
 AA8524  DESIGNATION -  66 17
 AA8524  PID         -  AA8524
 AA8524  STATE/COUNTY-  AL/WILCOX
 AA8524  USGS QUAD   -  CRUMPTONIA (1974)
 AA8524
 AA8524                         *CURRENT SURVEY CONTROL
 AA8524  ___________________________________________________________________
 AA8524* NAD 83(1992)-  32 09 16.83549(N)    087 19 48.12595(W)     ADJUSTED  
 AA8524* NAVD 88     -        53.2    (meters)     175.     (feet)  VERTCON   
 AA8524  ___________________________________________________________________
 AA8524  X           -     251,778.771 (meters)                     COMP
 AA8524  Y           -  -5,399,103.465 (meters)                     COMP
 AA8524  Z           -   3,374,978.150 (meters)                     COMP
 AA8524  LAPLACE CORR-           3.11  (seconds)                    DEFLEC99
 AA8524  ELLIP HEIGHT-          25.28  (meters)          (07/29/02) GPS OBS
 AA8524  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA8524
 AA8524  HORZ ORDER  -  FIRST
 AA8524  ELLP ORDER  -  FOURTH    CLASS I
 AA8524
 AA8524.The horizontal coordinates were established by GPS observations
 AA8524.and adjusted by the National Geodetic Survey in September 1995..
 AA8524
 AA8524.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8524.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8524
 AA8524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8524
 AA8524.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8524
 AA8524.The ellipsoidal height was determined by GPS observations
 AA8524.and is referenced to NAD 83.
 AA8524
 AA8524.The geoid height was determined by GEOID03.
 AA8524
 AA8524;                    North         East     Units Scale Factor Converg.
 AA8524;SPC AL W     -   238,887.562   616,032.449   MT  0.99993650   +0 05 25.6
 AA8524;UTM  16      - 3,557,628.332   468,878.803   MT  0.99961194   -0 10 32.3
 AA8524
 AA8524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8524!SPC AL W     -   0.99999603  x   0.99993650  =   0.99993253
 AA8524!UTM  16      -   0.99999603  x   0.99961194  =   0.99960797
 AA8524
 AA8524:                Primary Azimuth Mark                     Grid Az
 AA8524:SPC AL W     -  66 16                                    103 06 45.7
 AA8524:UTM  16      -  66 16                                    103 22 43.6
 AA8524
 AA8524|---------------------------------------------------------------------|
 AA8524| PID    Reference Object                     Distance      Geod. Az  |
 AA8524|                                                           dddmmss.s |
 AA8524| AA8523 66 16                               437.022 METERS 1031211.3 |
 AA8524|---------------------------------------------------------------------|
 AA8524
 AA8524                          SUPERSEDED SURVEY CONTROL
 AA8524
 AA8524  ELLIP H (09/29/95)   25.34   (m)                       GP(       ) 3 2
 AA8524  NGVD 29 (09/29/95)   53.2    (m)          175.     (f) GPS OBS        
 AA8524
 AA8524.Superseded values are not recommended for survey control.
 AA8524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8524.See file dsdata.txt to determine how the superseded data were derived.
 AA8524
 AA8524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6887957628(NAD 83)
 AA8524_MARKER: DD = SURVEY DISK
 AA8524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8524_STAMPING: 66-17 1994
 AA8524_MARK LOGO: ALHD  
 AA8524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8524+STABILITY: SURFACE MOTION
 AA8524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8524+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8524
 AA8524  HISTORY     - Date     Condition        Report By
 AA8524  HISTORY     - 1994     MONUMENTED       ALHD
 AA8524
 AA8524                          STATION DESCRIPTION
 AA8524
 AA8524'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8524'THE STATION IS LOCATED IN WILCOX COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8524'WILCOX COUNTY ROAD NO. 29, ABOUT 11.55 MI (18.59 KM) NORTH-NORTHWEST
 AA8524'OF CAMDEN AND ABOUT 19.10 MI (30.74 KM) NORTHEAST OF PINE HILL. TO
 AA8524'REACH THE STATION FROM THE JUNCTION OF ALA 5 AND ALA 28 (MILE POST
 AA8524'28.15 ON ALA 5 AND MILE POST 66.90 ON ALA 28), ABOUT 18.10 MI (29.13
 AA8524'KM) NORTHWEST OF CAMDEN, DRIVE NORTHEAST ON ALA 5 FOR 4.15 MI (6.68
 AA8524'KM) TO MILE POST 32.30 AND WILCOX COUNTY ROAD NO. 29 ON THE RIGHT,
 AA8524'TURN RIGHT ON WILCOX COUNTY ROAD NO. 29 AND DRIVE EAST AND SOUTHEAST
 AA8524'FOR 7.85 MI (12.63 KM) TO THE STATION ON THE LEFT. THE STATION IS 15.0
 AA8524'FT (4.6 M) EAST OF THE CENTER OF A DIM WOODS ROAD, 41.0 FT (12.5 M)
 AA8524'NORTH OF THE CENTERLINE OF WILCOX COUNTY ROAD NO. 29, 2.3 FT (0.7 M)
 AA8524'SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8524'STATION 66-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2101 ***********************************************************************
 BU2101  DESIGNATION -  66 2
 BU2101  PID         -  BU2101
 BU2101  STATE/COUNTY-  AL/WILCOX
 BU2101  USGS QUAD   -  OAK HILL (1981)
 BU2101
 BU2101                         *CURRENT SURVEY CONTROL
 BU2101  ___________________________________________________________________
 BU2101* NAD 83(1992)-  31 58 01.49801(N)    087 04 16.26621(W)     ADJUSTED  
 BU2101* NAVD 88     -        63.9    (meters)     210.     (feet)  VERTCON   
 BU2101  ___________________________________________________________________
 BU2101  X           -     276,732.778 (meters)                     COMP
 BU2101  Y           -  -5,408,947.959 (meters)                     COMP
 BU2101  Z           -   3,357,354.699 (meters)                     COMP
 BU2101  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 BU2101  ELLIP HEIGHT-          36.38  (meters)          (07/29/02) GPS OBS
 BU2101  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BU2101
 BU2101  HORZ ORDER  -  FIRST
 BU2101  ELLP ORDER  -  FOURTH    CLASS I
 BU2101
 BU2101.The horizontal coordinates were established by GPS observations
 BU2101.and adjusted by the National Geodetic Survey in December 1992..
 BU2101
 BU2101.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2101.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2101
 BU2101.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2101
 BU2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2101
 BU2101.The ellipsoidal height was determined by GPS observations
 BU2101.and is referenced to NAD 83.
 BU2101
 BU2101.The geoid height was determined by GEOID03.
 BU2101
 BU2101;                    North         East     Units Scale Factor Converg.
 BU2101;SPC AL W     -   218,154.724   640,532.006   MT  0.99995359   +0 13 37.3
 BU2101;UTM  16      - 3,536,789.289   493,273.789   MT  0.99960056   -0 02 15.7
 BU2101
 BU2101!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2101!SPC AL W     -   0.99999429  x   0.99995359  =   0.99994788
 BU2101!UTM  16      -   0.99999429  x   0.99960056  =   0.99959485
 BU2101
 BU2101:                Primary Azimuth Mark                     Grid Az
 BU2101:SPC AL W     -  66 1                                     176 44 48.0
 BU2101:UTM  16      -  66 1                                     177 00 41.0
 BU2101
 BU2101|---------------------------------------------------------------------|
 BU2101| PID    Reference Object                     Distance      Geod. Az  |
 BU2101|                                                           dddmmss.s |
 BU2101| BU2100 66 1                                APPROX. 0.6 KM 1765825.3 |
 BU2101|---------------------------------------------------------------------|
 BU2101
 BU2101                          SUPERSEDED SURVEY CONTROL
 BU2101
 BU2101  ELLIP H (12/04/92)   36.47   (m)                       GP(       ) 4 1
 BU2101  NAD 83(1986)-  31 58 01.50877(N)    087 04 16.26973(W) AD(       ) 1
 BU2101  NGVD 29 (12/04/92)   63.9    (m)          210.     (f) GPS OBS        
 BU2101
 BU2101.Superseded values are not recommended for survey control.
 BU2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2101.See file dsdata.txt to determine how the superseded data were derived.
 BU2101
 BU2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA9327436789(NAD 83)
 BU2101_MARKER: DD = SURVEY DISK
 BU2101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2101_SP_SET: CONCRETE POST
 BU2101_STAMPING: 66-2 1991
 BU2101_MARK LOGO: ALHD  
 BU2101_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2101+STABILITY: SURFACE MOTION
 BU2101_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2101+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1992
 BU2101
 BU2101  HISTORY     - Date     Condition        Report By
 BU2101  HISTORY     - 1991     MONUMENTED       ALHD
 BU2101  HISTORY     - 19920409 GOOD
 BU2101
 BU2101                          STATION DESCRIPTION
 BU2101
 BU2101'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2101'THE STATION IS LOCATED IN WILCOX COUNTY ON THE WEST RIGHT OF WAY OF
 BU2101'ALA 21, ABOUT 3.10 MI (4.99 KM) NORTH-NORTHEAST OF OAK HILL AND ABOUT
 BU2101'8.05 MI (12.95 KM) NORTHWEST OF PINE APPLE.
 BU2101'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 21 (MILE POST
 BU2101'80.30 ON ALA 21 AND MILE POST 104.90 ON ALA 10) IN OAK HILL, DRIVE
 BU2101'NORTH ON ALA 21 FOR 3.50 MI (5.63 KM) TO MILE POST 83.80 AND THE
 BU2101'STATION ON THE LEFT.
 BU2101'THE STATION IS 3.5 FT (1.1 M) EAST OF A FIVE-STRAND BARBED WIRE FENCE
 BU2101'ON TREATED WOOD POSTS, 45.8 FT (14.0 M) SOUTH OF THE SOUTH ONE OF TWO
 BU2101'CONNECTED WOOD POSTS IN THE FENCE LINE, 58.0 FT (17.7 M) WEST OF THE
 BU2101'CENTERLINE OF ALA 21, 111.5 FT (34.0 M) SOUTH OF A POWER POLE, 3.1 FT
 BU2101'(0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2101'GROUND.
 BU2101'STATION 66-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2101
 BU2101                          STATION RECOVERY (1992)
 BU2101
 BU2101'RECOVERED 1992
 BU2101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8525 ***********************************************************************
 AA8525  DESIGNATION -  66 20
 AA8525  PID         -  AA8525
 AA8525  STATE/COUNTY-  AL/WILCOX
 AA8525  USGS QUAD   -  COY (1973)
 AA8525
 AA8525                         *CURRENT SURVEY CONTROL
 AA8525  ___________________________________________________________________
 AA8525* NAD 83(1992)-  31 57 59.95741(N)    087 28 36.41704(W)     ADJUSTED  
 AA8525* NAVD 88     -        33.4    (meters)     110.     (feet)  VERTCON   
 AA8525  ___________________________________________________________________
 AA8525  X           -     238,436.114 (meters)                     COMP
 AA8525  Y           -  -5,410,770.329 (meters)                     COMP
 AA8525  Z           -   3,357,298.088 (meters)                     COMP
 AA8525  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 AA8525  ELLIP HEIGHT-           5.49  (meters)          (07/29/02) GPS OBS
 AA8525  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AA8525
 AA8525  HORZ ORDER  -  FIRST
 AA8525  ELLP ORDER  -  FOURTH    CLASS I
 AA8525
 AA8525.The horizontal coordinates were established by GPS observations
 AA8525.and adjusted by the National Geodetic Survey in September 1995..
 AA8525
 AA8525.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8525.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8525
 AA8525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8525
 AA8525.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8525
 AA8525.The ellipsoidal height was determined by GPS observations
 AA8525.and is referenced to NAD 83.
 AA8525
 AA8525.The geoid height was determined by GEOID03.
 AA8525
 AA8525;                    North         East     Units Scale Factor Converg.
 AA8525;SPC AL W     -   218,027.207   602,194.541   MT  0.99993339   +0 00 44.3
 AA8525;UTM  16      - 3,536,838.883   454,948.823   MT  0.99962503   -0 15 08.7
 AA8525
 AA8525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8525!SPC AL W     -   0.99999914  x   0.99993339  =   0.99993253
 AA8525!UTM  16      -   0.99999914  x   0.99962503  =   0.99962417
 AA8525
 AA8525:                Primary Azimuth Mark                     Grid Az
 AA8525:SPC AL W     -  66 21                                    085 07 37.1
 AA8525:UTM  16      -  66 21                                    085 23 30.1
 AA8525
 AA8525|---------------------------------------------------------------------|
 AA8525| PID    Reference Object                     Distance      Geod. Az  |
 AA8525|                                                           dddmmss.s |
 AA8525| AA8526 66 21                               437.696 METERS 0850821.4 |
 AA8525|---------------------------------------------------------------------|
 AA8525
 AA8525                          SUPERSEDED SURVEY CONTROL
 AA8525
 AA8525  ELLIP H (09/29/95)    5.54   (m)                       GP(       ) 3 2
 AA8525  NGVD 29 (09/29/95)   33.4    (m)          110.     (f) GPS OBS        
 AA8525
 AA8525.Superseded values are not recommended for survey control.
 AA8525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8525.See file dsdata.txt to determine how the superseded data were derived.
 AA8525
 AA8525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA5494936839(NAD 83)
 AA8525_MARKER: DD = SURVEY DISK
 AA8525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8525_STAMPING: 66-20 1994
 AA8525_MARK LOGO: ALHD  
 AA8525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8525+STABILITY: SURFACE MOTION
 AA8525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8525+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8525
 AA8525  HISTORY     - Date     Condition        Report By
 AA8525  HISTORY     - 1994     MONUMENTED       ALHD
 AA8525
 AA8525                          STATION DESCRIPTION
 AA8525
 AA8525'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8525'THE STATION IS LOCATED IN WILCOX COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8525'ALA 10, ABOUT 6.70 MI (10.78 KM) EAST OF PINE HILL AND ABOUT 10.75 MI
 AA8525'(17.30 KM) WEST OF CAMDEN. TO REACH THE STATION FROM THE JUNCTION OF
 AA8525'ALA 5 AND ALA 10 (MILE POST 59.80 ON ALA 10 AND MILE POST 11.05 ON ALA
 AA8525'5) IN PINE HILL, DRIVE EAST ON ALA 10 FOR 6.65 MI (10.70 KM) TO MILE
 AA8525'POST 66.45 AND THE STATION ON THE LEFT. THE STATION IS LOCATED BETWEEN
 AA8525'MC MILLAN - BLOEDEL PAPER MILL AND PINE HILL WATER TTREATMENT PLANT,
 AA8525'21.4 FT (6.5 M) EAST-SOUTHEAST OF A CONCRETE PIPE LINE MARKER, 66.6 FT
 AA8525'(20.3 M) NORTH-NORTHWEST OF THE CENTERLINE OF ALA 10, 76.7 FT (23.4 M)
 AA8525'EAST OF THE SOUTHEAST CORNER OF A COVERED CONCRETE VALVE BOX, 81.2 FT
 AA8525'(24.7 M) EAST OF THE NORTHEAST CORNER OF AN OPEN CONCRETE VALVE BOX,
 AA8525'35.3 FT (10.8 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8525'WITH THE GROUND. STATION 66-21 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8525'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8526 ***********************************************************************
 AA8526  DESIGNATION -  66 21
 AA8526  PID         -  AA8526
 AA8526  STATE/COUNTY-  AL/WILCOX
 AA8526  USGS QUAD   -  COY (1973)
 AA8526
 AA8526                         *CURRENT SURVEY CONTROL
 AA8526  ___________________________________________________________________
 AA8526* NAD 83(1992)-  31 58 01.16119(N)    087 28 19.80760(W)     ADJUSTED  
 AA8526* NAVD 88     -        31.3    (meters)     103.     (feet)  VERTCON   
 AA8526  ___________________________________________________________________
 AA8526  X           -     238,870.868 (meters)                     COMP
 AA8526  Y           -  -5,410,729.669 (meters)                     COMP
 AA8526  Z           -   3,357,328.400 (meters)                     COMP
 AA8526  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 AA8526  ELLIP HEIGHT-           3.33  (meters)          (07/29/02) GPS OBS
 AA8526  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 AA8526
 AA8526  HORZ ORDER  -  FIRST
 AA8526  ELLP ORDER  -  FOURTH    CLASS I
 AA8526
 AA8526.The horizontal coordinates were established by GPS observations
 AA8526.and adjusted by the National Geodetic Survey in September 1995..
 AA8526
 AA8526.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8526
 AA8526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8526
 AA8526.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8526
 AA8526.The ellipsoidal height was determined by GPS observations
 AA8526.and is referenced to NAD 83.
 AA8526
 AA8526.The geoid height was determined by GEOID03.
 AA8526
 AA8526;                    North         East     Units Scale Factor Converg.
 AA8526;SPC AL W     -   218,064.385   602,630.626   MT  0.99993342   +0 00 53.0
 AA8526;UTM  16      - 3,536,874.036   455,384.940   MT  0.99962455   -0 14 59.9
 AA8526
 AA8526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8526!SPC AL W     -   0.99999948  x   0.99993342  =   0.99993290
 AA8526!UTM  16      -   0.99999948  x   0.99962455  =   0.99962403
 AA8526
 AA8526:                Primary Azimuth Mark                     Grid Az
 AA8526:SPC AL W     -  66 20                                    265 07 37.1
 AA8526:UTM  16      -  66 20                                    265 23 30.0
 AA8526
 AA8526|---------------------------------------------------------------------|
 AA8526| PID    Reference Object                     Distance      Geod. Az  |
 AA8526|                                                           dddmmss.s |
 AA8526| AA8525 66 20                               437.696 METERS 2650830.1 |
 AA8526|---------------------------------------------------------------------|
 AA8526
 AA8526                          SUPERSEDED SURVEY CONTROL
 AA8526
 AA8526  ELLIP H (09/29/95)    3.38   (m)                       GP(       ) 3 2
 AA8526  NGVD 29 (09/29/95)   31.2    (m)          102.     (f) GPS OBS        
 AA8526
 AA8526.Superseded values are not recommended for survey control.
 AA8526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8526.See file dsdata.txt to determine how the superseded data were derived.
 AA8526
 AA8526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA5538536874(NAD 83)
 AA8526_MARKER: DD = SURVEY DISK
 AA8526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8526_STAMPING: 66-21 1994
 AA8526_MARK LOGO: ALHD  
 AA8526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8526+STABILITY: SURFACE MOTION
 AA8526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8526+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2006
 AA8526
 AA8526  HISTORY     - Date     Condition        Report By
 AA8526  HISTORY     - 1994     MONUMENTED       ALHD
 AA8526  HISTORY     - 20060911 GOOD             INDIV
 AA8526
 AA8526                          STATION DESCRIPTION
 AA8526
 AA8526'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8526'THE STATION IS LOCATED IN WILCOX COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8526'ALA 10, ABOUT 6.95 MI (11.18 KM) EAST OF PINE HILL AND ABOUT 10.50 MI
 AA8526'(16.90 KM) WEST OF CAMDEN. TO REACH THE STATION FROM THE JUNCTION OF
 AA8526'ALA 5 AND ALA 10 (MILE POST 59.80 ON ALA 10 AND MILE POST 11.05 ON ALA
 AA8526'5) IN PINE HILL, DRIVE EAST ON ALA 10 FOR 6.90 MI (11.10 KM) TO MILE
 AA8526'POST 66.70 AND THE STATION ON THE RIGHT. THE STATION IS 5.1 FT (1.6 M)
 AA8526'NORTH OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON SPLIT WOOD
 AA8526'POSTS, 14.0 FT (4.3 M) WEST OF THE WEST ONE OF TWO CONNECTED POSTS IN
 AA8526'THE FENCE LINE, 63.4 FT (19.3 M) EAST OF THE EAST ONE OF TWO CONNECTED
 AA8526'WOOD POSTS IN THE FENCE LINE, 64.8 FT (19.8 M) SOUTH OF THE CENTERLINE
 AA8526'OF ALA 10, 140.1 FT (42.7 M) EAST OF STREET LIGHT POLE NO. 35, 168.1
 AA8526'FT (51.2 M) WEST-SOUTHWEST OF A POWER SERVICE POLE, 5.2 FT (1.6 M)
 AA8526'NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8526'GROUND. STATION 66-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA8526
 AA8526                          STATION RECOVERY (2006)
 AA8526
 AA8526'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JBM)
 AA8526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8527 ***********************************************************************
 AA8527  DESIGNATION -  66 22
 AA8527  PID         -  AA8527
 AA8527  STATE/COUNTY-  AL/WILCOX
 AA8527  USGS QUAD   -  COY (1973)
 AA8527
 AA8527                         *CURRENT SURVEY CONTROL
 AA8527  ___________________________________________________________________
 AA8527* NAD 83(1992)-  31 53 46.41877(N)    087 27 41.65304(W)     ADJUSTED  
 AA8527* NAVD 88     -        30.0    (meters)      98.     (feet)  VERTCON   
 AA8527  ___________________________________________________________________
 AA8527  X           -     240,055.490 (meters)                     COMP
 AA8527  Y           -  -5,414,830.324 (meters)                     COMP
 AA8527  Z           -   3,350,668.610 (meters)                     COMP
 AA8527  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 AA8527  ELLIP HEIGHT-           2.10  (meters)          (07/29/02) GPS OBS
 AA8527  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA8527
 AA8527  HORZ ORDER  -  FIRST
 AA8527  ELLP ORDER  -  FOURTH    CLASS I
 AA8527
 AA8527.The horizontal coordinates were established by GPS observations
 AA8527.and adjusted by the National Geodetic Survey in September 1995..
 AA8527
 AA8527.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8527.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8527
 AA8527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8527
 AA8527.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8527
 AA8527.The ellipsoidal height was determined by GPS observations
 AA8527.and is referenced to NAD 83.
 AA8527
 AA8527.The geoid height was determined by GEOID03.
 AA8527
 AA8527;                    North         East     Units Scale Factor Converg.
 AA8527;SPC AL W     -   210,218.751   603,635.186   MT  0.99993350   +0 01 13.1
 AA8527;UTM  16      - 3,529,026.277   456,352.977   MT  0.99962349   -0 14 38.0
 AA8527
 AA8527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8527!SPC AL W     -   0.99999967  x   0.99993350  =   0.99993317
 AA8527!UTM  16      -   0.99999967  x   0.99962349  =   0.99962316
 AA8527
 AA8527:                Primary Azimuth Mark                     Grid Az
 AA8527:SPC AL W     -  66 23                                    031 53 18.7
 AA8527:UTM  16      -  66 23                                    032 09 09.8
 AA8527
 AA8527|---------------------------------------------------------------------|
 AA8527| PID    Reference Object                     Distance      Geod. Az  |
 AA8527|                                                           dddmmss.s |
 AA8527| AA8528 66 23                               477.784 METERS 0315431.8 |
 AA8527|---------------------------------------------------------------------|
 AA8527
 AA8527                          SUPERSEDED SURVEY CONTROL
 AA8527
 AA8527  ELLIP H (09/29/95)    2.15   (m)                       GP(       ) 3 2
 AA8527  NGVD 29 (09/29/95)   30.0    (m)           98.     (f) GPS OBS        
 AA8527
 AA8527.Superseded values are not recommended for survey control.
 AA8527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8527.See file dsdata.txt to determine how the superseded data were derived.
 AA8527
 AA8527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA5635329026(NAD 83)
 AA8527_MARKER: DD = SURVEY DISK
 AA8527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8527_STAMPING: 66-22 1994
 AA8527_MARK LOGO: ALHD  
 AA8527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8527+STABILITY: SURFACE MOTION
 AA8527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8527+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8527
 AA8527  HISTORY     - Date     Condition        Report By
 AA8527  HISTORY     - 1994     MONUMENTED       ALHD
 AA8527
 AA8527                          STATION DESCRIPTION
 AA8527
 AA8527'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8527'THE STATION IS LOCATED IN WILCOX COUNTY ON THE EAST RIGHT OF WAY OF
 AA8527'WILCOX COUNTY ROAD NO. 12, ABOUT 9.35 MI (15.05 KM) SOUTHEAST OF PINE
 AA8527'HILL AND ABOUT 11.80 MI (18.99 KM) SOUTHWEST OF CAMDEN. TO REACH THE
 AA8527'STATION FROM THE JUNCTION OF ALA 41 AND ALA 221 (MILE POST 84.70 ON
 AA8527'ALA 41 AND MILE POST 0.00 ON ALA 221) ABOUT 3.4 MI (5.5 KM) SOUTHWEST
 AA8527'OF CAMDEN, DRIVE SOUTH ON ALA 41 FOR 5.25 MI (8.45 KM) TO MILE POST
 AA8527'79.45 AND WILCOX COUNTY ROAD NO. 12 LEFT AND RIGHT, TURN RIGHT ON
 AA8527'WILCOX COUNTY ROAD NO. 12 AND DRIVE EAST AND SOUTHEAST FOR 2.80 MI
 AA8527'(4.51 KM) TO A PAVED CROSS ROAD WITH WILCOX COUNTY ROAD NO. 13 AHEAD,
 AA8527'WILCOX COUNTY ROAD NO. 8 LEFT, AND WILCOX COUNTY ROAD NO. 12 RIGHT,
 AA8527'TURN RIGHT ON WILCOX COUNTY ROAD NO. 12 AND DRIVE NORTHWEST, WEST, AND
 AA8527'SOUTHWEST FOR 3.55 MI (5.71 KM) TO THE STATION ON THE LEFT. THE
 AA8527'STATION IS 24.0 FT (7.3 M) NORTH-NORTHEAST OF A CROSS TIE POST WITH NO
 AA8527'FENCE, 33.3 FT (10.1 M) EAST-SOUTHEAST OF THE CENTERLINE OF WILCOX
 AA8527'COUNTY ROAD NO. 12, 37.0 FT (11.3 M) NORTH-NORTHEAST OF THE CENTER OF
 AA8527'A GRAVEL FIELD ROAD, 103.0 FT (31.4 M) SOUTH OF A POWER POLE ACROSS
 AA8527'THE ROAD, 2.1 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA8527'SET FLUSH WITH THE GROUND. STATION 66-23 1994 MAY BE USED AS AN
 AA8527'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8528 ***********************************************************************
 AA8528  DESIGNATION -  66 23
 AA8528  PID         -  AA8528
 AA8528  STATE/COUNTY-  AL/WILCOX
 AA8528  USGS QUAD   -  COY (1973)
 AA8528
 AA8528                         *CURRENT SURVEY CONTROL
 AA8528  ___________________________________________________________________
 AA8528* NAD 83(1992)-  31 53 59.58645(N)    087 27 32.04213(W)     ADJUSTED  
 AA8528* NAVD 88     -        32.1    (meters)     105.     (feet)  VERTCON   
 AA8528  ___________________________________________________________________
 AA8528  X           -     240,298.369 (meters)                     COMP
 AA8528  Y           -  -5,414,606.768 (meters)                     COMP
 AA8528  Z           -   3,351,014.029 (meters)                     COMP
 AA8528  LAPLACE CORR-           0.62  (seconds)                    DEFLEC99
 AA8528  ELLIP HEIGHT-           4.15  (meters)          (07/29/02) GPS OBS
 AA8528  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA8528
 AA8528  HORZ ORDER  -  FIRST
 AA8528  ELLP ORDER  -  FOURTH    CLASS I
 AA8528
 AA8528.The horizontal coordinates were established by GPS observations
 AA8528.and adjusted by the National Geodetic Survey in September 1995..
 AA8528
 AA8528.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8528.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8528
 AA8528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8528
 AA8528.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8528
 AA8528.The ellipsoidal height was determined by GPS observations
 AA8528.and is referenced to NAD 83.
 AA8528
 AA8528.The geoid height was determined by GEOID03.
 AA8528
 AA8528;                    North         East     Units Scale Factor Converg.
 AA8528;SPC AL W     -   210,624.399   603,887.567   MT  0.99993352   +0 01 18.2
 AA8528;UTM  16      - 3,529,430.632   456,607.147   MT  0.99962322   -0 14 33.0
 AA8528
 AA8528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8528!SPC AL W     -   0.99999935  x   0.99993352  =   0.99993287
 AA8528!UTM  16      -   0.99999935  x   0.99962322  =   0.99962257
 AA8528
 AA8528:                Primary Azimuth Mark                     Grid Az
 AA8528:SPC AL W     -  66 22                                    211 53 18.7
 AA8528:UTM  16      -  66 22                                    212 09 09.9
 AA8528
 AA8528|---------------------------------------------------------------------|
 AA8528| PID    Reference Object                     Distance      Geod. Az  |
 AA8528|                                                           dddmmss.s |
 AA8528| AA8527 66 22                               477.784 METERS 2115436.9 |
 AA8528|---------------------------------------------------------------------|
 AA8528
 AA8528                          SUPERSEDED SURVEY CONTROL
 AA8528
 AA8528  ELLIP H (09/29/95)    4.20   (m)                       GP(       ) 3 2
 AA8528  NGVD 29 (09/29/95)   32.0    (m)          105.     (f) GPS OBS        
 AA8528
 AA8528.Superseded values are not recommended for survey control.
 AA8528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8528.See file dsdata.txt to determine how the superseded data were derived.
 AA8528
 AA8528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA5660729431(NAD 83)
 AA8528_MARKER: DD = SURVEY DISK
 AA8528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8528_STAMPING: 66-23 1994
 AA8528_MARK LOGO: ALHD  
 AA8528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8528+STABILITY: SURFACE MOTION
 AA8528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8528+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8528
 AA8528  HISTORY     - Date     Condition        Report By
 AA8528  HISTORY     - 1994     MONUMENTED       ALHD
 AA8528
 AA8528                          STATION DESCRIPTION
 AA8528
 AA8528'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8528'THE STATION IS LOCATED IN WILCOX COUNTY ON THE EAST RIGHT OF WAY OF
 AA8528'WILCOX COUNTY ROAD NO. 12, ABOUT 9.35 MI (15.05 KM) SOUTHEAST OF PINE
 AA8528'HILL AND ABOUT 11.50 MI (18.51 KM) SOUTHWEST OF CAMDEN. TO REACH THE
 AA8528'STATION FROM THE JUNCTION OF ALA 41 AND ALA 221 (MILE POST 84.70 ON
 AA8528'ALA 41 AND MILE POST 0.00 ON ALA 221) ABOUT 3.4 MI (5.5 KM) SOUTHWEST
 AA8528'OF CAMDEN, DRIVE SOUTH ON ALA 41 FOR 5.25 MI (8.45 KM) TO MILE POST
 AA8528'79.45 AND WILCOX COUNTY ROAD NO. 12 LEFT AND RIGHT, TURN RIGHT ON
 AA8528'WILCOX COUNTY ROAD NO. 12 AND DRIVE EAST AND SOUTHEAST FOR 2.80 MI
 AA8528'(4.51 KM) TO A PAVED CROSS ROAD WITH WILCOX COUNTY ROAD NO. 13 AHEAD,
 AA8528'WILCOX COUNTY ROAD NO. 8 LEFT, AND WILCOX COUNTY ROAD NO. 12 RIGHT,
 AA8528'TURN RIGHT ON WILCOX COUNTY ROAD NO. 12 AND DRIVE NORTHWEST, WEST, AND
 AA8528'SOUTHWEST FOR 3.25 MI (5.23 KM) TO THE STATION ON THE LEFT. THE
 AA8528'STATION IS 31.0 FT (9.4 M) EAST-SOUTHEAST OF THE CENTERLINE OF WILCOX
 AA8528'COUNTY ROAD NO. 12, 64.1 FT (19.5 M) SOUTH-SOUTHWEST OF TELEPHONE
 AA8528'CABLE PEDESTAL NO. 2 19 L 42, 125.3 FT (38.2 M) SOUTH OF JUNCTION,
 AA8528'ANGLE, AND TRANSFORMER POWER POLE NO. 82624 WITH THREE GUY WIRES
 AA8528'ACROSS THE ROAD, 2.4 FT (0.7 M) NORTHWEST OF A CARSONITE WITNESS POST,
 AA8528'AND SET FLUSH WITH THE GROUND. STATION 66-22 1994 MAY BE USED AS AN
 AA8528'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8529 ***********************************************************************
 AA8529  DESIGNATION -  66 24
 AA8529  PID         -  AA8529
 AA8529  STATE/COUNTY-  AL/WILCOX
 AA8529  USGS QUAD   -  COY (1973)
 AA8529
 AA8529                         *CURRENT SURVEY CONTROL
 AA8529  ___________________________________________________________________
 AA8529* NAD 83(1992)-  31 53 12.61530(N)    087 23 52.91419(W)     ADJUSTED  
 AA8529* NAVD 88     -        53.3    (meters)     175.     (feet)  VERTCON   
 AA8529  ___________________________________________________________________
 AA8529  X           -     246,086.029 (meters)                     COMP
 AA8529  Y           -  -5,415,130.114 (meters)                     COMP
 AA8529  Z           -   3,349,796.930 (meters)                     COMP
 AA8529  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 AA8529  ELLIP HEIGHT-          25.47  (meters)          (07/29/02) GPS OBS
 AA8529  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AA8529
 AA8529  HORZ ORDER  -  FIRST
 AA8529  ELLP ORDER  -  FOURTH    CLASS I
 AA8529
 AA8529.The horizontal coordinates were established by GPS observations
 AA8529.and adjusted by the National Geodetic Survey in September 1995..
 AA8529
 AA8529.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8529
 AA8529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8529
 AA8529.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8529
 AA8529.The ellipsoidal height was determined by GPS observations
 AA8529.and is referenced to NAD 83.
 AA8529
 AA8529.The geoid height was determined by GEOID03.
 AA8529
 AA8529;                    North         East     Units Scale Factor Converg.
 AA8529;SPC AL W     -   209,181.517   609,646.478   MT  0.99993448   +0 03 13.9
 AA8529;UTM  16      - 3,527,961.674   462,357.540   MT  0.99961747   -0 12 36.9
 AA8529
 AA8529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8529!SPC AL W     -   0.99999600  x   0.99993448  =   0.99993048
 AA8529!UTM  16      -   0.99999600  x   0.99961747  =   0.99961347
 AA8529
 AA8529                          SUPERSEDED SURVEY CONTROL
 AA8529
 AA8529  ELLIP H (09/29/95)   25.52   (m)                       GP(       ) 3 2
 AA8529  NGVD 29 (09/29/95)   53.3    (m)          175.     (f) GPS OBS        
 AA8529
 AA8529.Superseded values are not recommended for survey control.
 AA8529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8529.See file dsdata.txt to determine how the superseded data were derived.
 AA8529
 AA8529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA6235827962(NAD 83)
 AA8529_MARKER: DD = SURVEY DISK
 AA8529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8529_STAMPING: 66-24 1994
 AA8529_MARK LOGO: ALHD  
 AA8529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8529+STABILITY: SURFACE MOTION
 AA8529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8529+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8529
 AA8529  HISTORY     - Date     Condition        Report By
 AA8529  HISTORY     - 1994     MONUMENTED       ALHD
 AA8529
 AA8529                          STATION DESCRIPTION
 AA8529
 AA8529'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8529'THE STATION IS LOCATED IN WILCOX COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8529'WILCOX COUNTY ROAD NO. 8, ABOUT 9.45 MI (15.21 KM) SOUTHWEST OF CAMDEN
 AA8529'AND ABOUT 12.55 MI (20.20 KM) SOUTHEAST OF PINE HILL. TO REACH THE
 AA8529'STATION FROM THE JUNCTION OF ALA 41 AND ALA 221 (MILE POST 84.70 ON
 AA8529'ALA 41 AND MILE POST 0.00 ON ALA 221) ABOUT 3.4 MI (5.5 KM) SOUTHWEST
 AA8529'OF CAMDEN, DRIVE SOUTH ON ALA 41 FOR 7.35 MI (11.83 KM) TO MILE POST
 AA8529'77.35 AND WILCOX COUNTY ROAD NO. 8 ON THE RIGHT, TURN RIGHT ON WILCOX
 AA8529'COUNTY ROAD NO. 8 AND DRIVE NORTHWEST FOR 1.60 MI (2.57 KM) TO THE
 AA8529'STATION ON THE RIGHT. THE STATION IS 28.0 FT (8.5 M) NORTH-NORTHEAST
 AA8529'OF THE CENTER OF WILCOX COUNTY ROAD NO. 8, 101.5 FT (30.9 M) WEST OF A
 AA8529'POWER POLE, 2.2 FT (0.7 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND
 AA8529'SET FLUSH WITH THE GROUND. STATION 66-25 1994 MAY BE USED AS AN
 AA8529'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8530 ***********************************************************************
 AA8530  DESIGNATION -  66 25
 AA8530  PID         -  AA8530
 AA8530  STATE/COUNTY-  AL/WILCOX
 AA8530  USGS QUAD   -  COY (1973)
 AA8530
 AA8530                         *CURRENT SURVEY CONTROL
 AA8530  ___________________________________________________________________
 AA8530* NAD 83(1992)-  31 53 02.95580(N)    087 23 30.89879(W)     ADJUSTED  
 AA8530* NAVD 88     -        50.7    (meters)     166.     (feet)  VERTCON   
 AA8530  ___________________________________________________________________
 AA8530  X           -     246,671.055 (meters)                     COMP
 AA8530  Y           -  -5,415,258.602 (meters)                     COMP
 AA8530  Z           -   3,349,542.920 (meters)                     COMP
 AA8530  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA8530  ELLIP HEIGHT-          22.86  (meters)          (07/29/02) GPS OBS
 AA8530  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 AA8530
 AA8530  HORZ ORDER  -  FIRST
 AA8530  ELLP ORDER  -  FOURTH    CLASS I
 AA8530
 AA8530.The horizontal coordinates were established by GPS observations
 AA8530.and adjusted by the National Geodetic Survey in September 1995..
 AA8530
 AA8530.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8530.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8530
 AA8530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8530
 AA8530.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8530
 AA8530.The ellipsoidal height was determined by GPS observations
 AA8530.and is referenced to NAD 83.
 AA8530
 AA8530.The geoid height was determined by GEOID03.
 AA8530
 AA8530;                    North         East     Units Scale Factor Converg.
 AA8530;SPC AL W     -   208,884.572   610,225.307   MT  0.99993462   +0 03 25.5
 AA8530;UTM  16      - 3,527,662.158   462,934.811   MT  0.99961694   -0 12 25.3
 AA8530
 AA8530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8530!SPC AL W     -   0.99999641  x   0.99993462  =   0.99993103
 AA8530!UTM  16      -   0.99999641  x   0.99961694  =   0.99961335
 AA8530
 AA8530                          SUPERSEDED SURVEY CONTROL
 AA8530
 AA8530  ELLIP H (09/29/95)   22.91   (m)                       GP(       ) 3 2
 AA8530  NGVD 29 (09/29/95)   50.7    (m)          166.     (f) GPS OBS        
 AA8530
 AA8530.Superseded values are not recommended for survey control.
 AA8530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8530.See file dsdata.txt to determine how the superseded data were derived.
 AA8530
 AA8530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA6293527662(NAD 83)
 AA8530_MARKER: DD = SURVEY DISK
 AA8530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8530_STAMPING: 66-25 1994
 AA8530_MARK LOGO: ALHD  
 AA8530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8530+STABILITY: SURFACE MOTION
 AA8530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8530+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8530
 AA8530  HISTORY     - Date     Condition        Report By
 AA8530  HISTORY     - 1994     MONUMENTED       ALHD
 AA8530
 AA8530                          STATION DESCRIPTION
 AA8530
 AA8530'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8530'THE STATION IS LOCATED IN WILCOX COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8530'WILCOX COUNTY ROAD NO. 8, ABOUT 9.40 MI (15.13 KM) SOUTHWEST OF CAMDEN
 AA8530'AND ABOUT 13.00 MI (20.92 KM) SOUTHEAST OF PINE HILL. TO REACH THE
 AA8530'STATION FROM THE JUNCTION OF ALA 41 AND ALA 221 (MILE POST 84.70 ON
 AA8530'ALA 41 AND MILE POST 0.00 ON ALA 221) ABOUT 3.4 MI (5.5 KM) SOUTHWEST
 AA8530'OF CAMDEN, DRIVE SOUTH ON ALA 41 FOR 7.35 MI (11.83 KM) TO MILE POST
 AA8530'77.35 AND WILCOX COUNTY ROAD NO. 8 ON THE RIGHT, TURN RIGHT ON WILCOX
 AA8530'COUNTY ROAD NO. 8 AND DRIVE NORTHWEST FOR 1.20 MI (1.93 KM) TO THE
 AA8530'STATION ON THE LEFT. THE STATION IS 30.5 FT (9.3 M) SOUTH OF THE
 AA8530'CENTER OF WILCOX COUNTY ROAD NO. 8, 2.1 FT (0.6 M) NORTHEAST OF A
 AA8530'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 66-24
 AA8530'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8531 ***********************************************************************
 AA8531  DESIGNATION -  66 26
 AA8531  PID         -  AA8531
 AA8531  STATE/COUNTY-  AL/WILCOX
 AA8531  USGS QUAD   -  NADAWAH (1981)
 AA8531
 AA8531                         *CURRENT SURVEY CONTROL
 AA8531  ___________________________________________________________________
 AA8531* NAD 83(1992)-  31 51 30.23359(N)    087 13 29.18347(W)     ADJUSTED  
 AA8531* NAVD 88     -        75.9    (meters)     249.     (feet)  VERTCON   
 AA8531  ___________________________________________________________________
 AA8531  X           -     262,541.420 (meters)                     COMP
 AA8531  Y           -  -5,416,043.657 (meters)                     COMP
 AA8531  Z           -   3,347,130.879 (meters)                     COMP
 AA8531  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AA8531  ELLIP HEIGHT-          48.16  (meters)          (07/29/02) GPS OBS
 AA8531  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AA8531
 AA8531  HORZ ORDER  -  FIRST
 AA8531  ELLP ORDER  -  FOURTH    CLASS I
 AA8531
 AA8531.The horizontal coordinates were established by GPS observations
 AA8531.and adjusted by the National Geodetic Survey in September 1995..
 AA8531
 AA8531.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8531.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8531
 AA8531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8531
 AA8531.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8531
 AA8531.The ellipsoidal height was determined by GPS observations
 AA8531.and is referenced to NAD 83.
 AA8531
 AA8531.The geoid height was determined by GEOID03.
 AA8531
 AA8531;                    North         East     Units Scale Factor Converg.
 AA8531;SPC AL W     -   206,056.725   626,045.244   MT  0.99994170   +0 08 43.0
 AA8531;UTM  16      - 3,524,762.394   478,736.383   MT  0.99960558   -0 07 07.1
 AA8531
 AA8531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8531!SPC AL W     -   0.99999244  x   0.99994170  =   0.99993414
 AA8531!UTM  16      -   0.99999244  x   0.99960558  =   0.99959802
 AA8531
 AA8531:                Primary Azimuth Mark                     Grid Az
 AA8531:SPC AL W     -  66 27                                    330 36 19.8
 AA8531:UTM  16      -  66 27                                    330 52 09.9
 AA8531
 AA8531|---------------------------------------------------------------------|
 AA8531| PID    Reference Object                     Distance      Geod. Az  |
 AA8531|                                                           dddmmss.s |
 AA8531| AA8532 66 27                               APPROX. 0.6 KM 3304502.8 |
 AA8531|---------------------------------------------------------------------|
 AA8531
 AA8531                          SUPERSEDED SURVEY CONTROL
 AA8531
 AA8531  ELLIP H (09/29/95)   48.22   (m)                       GP(       ) 3 2
 AA8531  NGVD 29 (09/29/95)   75.8    (m)          249.     (f) GPS OBS        
 AA8531
 AA8531.Superseded values are not recommended for survey control.
 AA8531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8531.See file dsdata.txt to determine how the superseded data were derived.
 AA8531
 AA8531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA7873624762(NAD 83)
 AA8531_MARKER: DD = SURVEY DISK
 AA8531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8531_STAMPING: 66-26 1994
 AA8531_MARK LOGO: ALHD  
 AA8531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8531+STABILITY: SURFACE MOTION
 AA8531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8531+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8531
 AA8531  HISTORY     - Date     Condition        Report By
 AA8531  HISTORY     - 1994     MONUMENTED       ALHD
 AA8531
 AA8531                          STATION DESCRIPTION
 AA8531
 AA8531'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8531'THE STATION IS LOCATED IN WILCOX COUNTY ON THE WEST RIGHT OF WAY OF
 AA8531'ALA 265, ABOUT 9.35 MI (15.05 KM) SOUTHWEST OF OAK HILL AND ABOUT 9.90
 AA8531'MI (15.93 KM) SOUTH-SOUTHEAST OF CAMDEN. TO REACH THE STATION FROM THE
 AA8531'JUNCTION OF ALA 28, ALA 41 AND ALA 265 (MILE POST 20.50 ON ALA 265,
 AA8531'MILE POST 85.00 ON ALA 28, AND MILE POST 88.15 ON ALA 41) IN CAMDEN,
 AA8531'DRIVE SOUTHEAST ON ALA 265 FOR 10.50 MI (16.90 KM) TO MILE POST 10.00
 AA8531'AND THE STATION ON THE RIGHT. THE STATION IS 39.0 FT (11.9 M) WEST OF
 AA8531'THE CENTERLINE OF ALA 265, 91.0 FT (27.7 M) SOUTH OF THE SOUTH END OF
 AA8531'A FIFTEEN-INCH CONCRETE PIPE UNDER A WOODS ROAD, 114.0 FT (34.7 M)
 AA8531'SOUTH OF THE CENTER OF A GRAVEL WOODS ROAD, 119.7 FT (36.5 M)
 AA8531'SOUTH-SOUTHWEST OF MILE POST 10 ACROSS THE ROAD, 2.3 FT (0.7 M) EAST
 AA8531'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8531'66-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8532 ***********************************************************************
 AA8532  DESIGNATION -  66 27
 AA8532  PID         -  AA8532
 AA8532  STATE/COUNTY-  AL/WILCOX
 AA8532  USGS QUAD   -  NADAWAH (1981)
 AA8532
 AA8532                         *CURRENT SURVEY CONTROL
 AA8532  ___________________________________________________________________
 AA8532* NAD 83(1992)-  31 51 46.54259(N)    087 13 39.88514(W)     ADJUSTED  
 AA8532* NAVD 88     -        92.9    (meters)     305.     (feet)  VERTCON   
 AA8532  ___________________________________________________________________
 AA8532  X           -     262,248.293 (meters)                     COMP
 AA8532  Y           -  -5,415,806.865 (meters)                     COMP
 AA8532  Z           -   3,347,566.524 (meters)                     COMP
 AA8532  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AA8532  ELLIP HEIGHT-          65.19  (meters)          (07/29/02) GPS OBS
 AA8532  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AA8532
 AA8532  HORZ ORDER  -  FIRST
 AA8532  ELLP ORDER  -  FOURTH    CLASS I
 AA8532
 AA8532.The horizontal coordinates were established by GPS observations
 AA8532.and adjusted by the National Geodetic Survey in September 1995..
 AA8532
 AA8532.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8532.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8532
 AA8532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8532
 AA8532.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8532
 AA8532.The ellipsoidal height was determined by GPS observations
 AA8532.and is referenced to NAD 83.
 AA8532
 AA8532.The geoid height was determined by GEOID03.
 AA8532
 AA8532;                    North         East     Units Scale Factor Converg.
 AA8532;SPC AL W     -   206,558.321   625,762.672   MT  0.99994152   +0 08 37.4
 AA8532;UTM  16      - 3,525,265.118   478,456.218   MT  0.99960572   -0 07 12.8
 AA8532
 AA8532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8532!SPC AL W     -   0.99998976  x   0.99994152  =   0.99993128
 AA8532!UTM  16      -   0.99998976  x   0.99960572  =   0.99959549
 AA8532
 AA8532:                Primary Azimuth Mark                     Grid Az
 AA8532:SPC AL W     -  66 26                                    150 36 19.7
 AA8532:UTM  16      -  66 26                                    150 52 09.9
 AA8532
 AA8532|---------------------------------------------------------------------|
 AA8532| PID    Reference Object                     Distance      Geod. Az  |
 AA8532|                                                           dddmmss.s |
 AA8532| AA8531 66 26                               APPROX. 0.6 KM 1504457.1 |
 AA8532|---------------------------------------------------------------------|
 AA8532
 AA8532                          SUPERSEDED SURVEY CONTROL
 AA8532
 AA8532  ELLIP H (09/29/95)   65.25   (m)                       GP(       ) 3 2
 AA8532  NGVD 29 (09/29/95)   92.9    (m)          305.     (f) GPS OBS        
 AA8532
 AA8532.Superseded values are not recommended for survey control.
 AA8532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8532.See file dsdata.txt to determine how the superseded data were derived.
 AA8532
 AA8532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA7845625265(NAD 83)
 AA8532_MARKER: DD = SURVEY DISK
 AA8532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8532_STAMPING: 66-27 1994
 AA8532_MARK LOGO: ALHD  
 AA8532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8532+STABILITY: SURFACE MOTION
 AA8532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8532+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8532
 AA8532  HISTORY     - Date     Condition        Report By
 AA8532  HISTORY     - 1994     MONUMENTED       ALHD
 AA8532
 AA8532                          STATION DESCRIPTION
 AA8532
 AA8532'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8532'THE STATION IS LOCATED IN WILCOX COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA8532'OF ALA 265, ABOUT 9.35 MI (15.05 KM) SOUTHWEST OF OAK HILL AND ABOUT
 AA8532'9.50 MI (15.29 KM) SOUTH-SOUTHEAST OF CAMDEN. TO REACH THE STATION
 AA8532'FROM THE JUNCTION OF ALA 28, ALA 41 AND ALA 265 (MILE POST 20.50 ON
 AA8532'ALA 265, MILE POST 85.00 ON ALA 28, AND MILE POST 88.15 ON ALA 41) IN
 AA8532'CAMDEN, DRIVE SOUTHEAST ON ALA 265 FOR 10.10 MI (16.25 KM) TO MILE
 AA8532'POST 10.40 AND THE STATION ON THE RIGHT. THE STATION IS LOCATED ON TOP
 AA8532'OF A 14 FT (4.3 M) BACKSLOPE, 5.0 FT (1.5 M) SOUTHWEST OF THE CREST OF
 AA8532'A 14 FT (4.3 M) BACKSLOPE, 51.6 FT (15.7 M) SOUTHWEST OF THE
 AA8532'CENTERLINE OF ALA 265, 144.8 FT (44.1 M) WEST OF TELEPHONE CABLE
 AA8532'PEDESTAL NO. 2 55 A 1 ACROSS THE ROAD, 2.3 FT (0.7 M) NORTHEAST OF A
 AA8532'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 66-26
 AA8532'1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8533 ***********************************************************************
 AA8533  DESIGNATION -  66 28
 AA8533  PID         -  AA8533
 AA8533  STATE/COUNTY-  AL/WILCOX
 AA8533  USGS QUAD   -  ROSEBUD (1981)
 AA8533
 AA8533                         *CURRENT SURVEY CONTROL
 AA8533  ___________________________________________________________________
 AA8533* NAD 83(1992)-  31 59 18.90478(N)    087 08 50.26683(W)     ADJUSTED  
 AA8533* NAVD 88     -        61.7    (meters)     202.     (feet)  VERTCON   
 AA8533  ___________________________________________________________________
 AA8533  X           -     269,484.392 (meters)                     COMP
 AA8533  Y           -  -5,408,047.753 (meters)                     COMP
 AA8533  Z           -   3,359,375.975 (meters)                     COMP
 AA8533  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA8533  ELLIP HEIGHT-          34.12  (meters)          (07/29/02) GPS OBS
 AA8533  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AA8533
 AA8533  HORZ ORDER  -  FIRST
 AA8533  ELLP ORDER  -  FOURTH    CLASS I
 AA8533
 AA8533.The horizontal coordinates were established by GPS observations
 AA8533.and adjusted by the National Geodetic Survey in September 1995..
 AA8533
 AA8533.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8533
 AA8533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8533
 AA8533.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8533
 AA8533.The ellipsoidal height was determined by GPS observations
 AA8533.and is referenced to NAD 83.
 AA8533
 AA8533.The geoid height was determined by GEOID03.
 AA8533
 AA8533;                    North         East     Units Scale Factor Converg.
 AA8533;SPC AL W     -   220,512.875   633,330.076   MT  0.99994703   +0 11 12.6
 AA8533;UTM  16      - 3,539,179.865   486,085.343   MT  0.99960239   -0 04 40.9
 AA8533
 AA8533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8533!SPC AL W     -   0.99999464  x   0.99994703  =   0.99994167
 AA8533!UTM  16      -   0.99999464  x   0.99960239  =   0.99959703
 AA8533
 AA8533                          SUPERSEDED SURVEY CONTROL
 AA8533
 AA8533  ELLIP H (09/29/95)   34.19   (m)                       GP(       ) 3 2
 AA8533  NGVD 29 (09/29/95)   61.7    (m)          202.     (f) GPS OBS        
 AA8533
 AA8533.Superseded values are not recommended for survey control.
 AA8533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8533.See file dsdata.txt to determine how the superseded data were derived.
 AA8533
 AA8533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA8608539180(NAD 83)
 AA8533_MARKER: DD = SURVEY DISK
 AA8533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8533_STAMPING: 66-28 1994
 AA8533_MARK LOGO: ALHD  
 AA8533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8533+STABILITY: SURFACE MOTION
 AA8533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8533+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8533
 AA8533  HISTORY     - Date     Condition        Report By
 AA8533  HISTORY     - 1994     MONUMENTED       ALHD
 AA8533
 AA8533                          STATION DESCRIPTION
 AA8533
 AA8533'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8533'THE STATION IS LOCATED IN WILCOX COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8533'ALA 28, ABOUT 5.85 MI (9.41 KM) NORTHWEST OF OAK HILL AND ABOUT 8.35
 AA8533'MI (13.44 KM) EAST OF CAMDEN. TO REACH THE STATION FROM THE JUNCTION
 AA8533'OF ALA 10 EAST AND ALA 28 EAST (MILE POST 89.80 ON ALA 28 AND MILE
 AA8533'POST 95.30 ON ALA 10) ABOUT 4.3 MI (6.9 KM) EAST OF CAMDEN, DRIVE
 AA8533'NORTHEAST AND EAST ON ALA 28 FOR 3.90 MI (6.28 KM) TO MILE POST 93.70
 AA8533'AND THE STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M) NORTH OF A
 AA8533'FIVE STRAND BARBED WIRE FENCE ON RED TOP, GREY STEEL POSTS, 55.3 FT
 AA8533'(16.9 M) SOUTH OF THE CENTERLINE OF ALA 28, 67.0 FT (20.4 M) EAST OF
 AA8533'THE EAST POST OF A METAL GATE, 76.0 FT (23.2 M) EAST OF THE CENTER OF
 AA8533'A FIELD ROAD, 130.8 FT (39.9 M) SOUTHWEST OF A POWER POLE ACROSS THE
 AA8533'ROAD, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8533'WITH THE GROUND. STATION 66-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8533'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8534 ***********************************************************************
 AA8534  DESIGNATION -  66 29
 AA8534  PID         -  AA8534
 AA8534  STATE/COUNTY-  AL/WILCOX
 AA8534  USGS QUAD   -  ROSEBUD (1981)
 AA8534
 AA8534                         *CURRENT SURVEY CONTROL
 AA8534  ___________________________________________________________________
 AA8534* NAD 83(1992)-  31 59 15.21642(N)    087 08 18.39040(W)     ADJUSTED  
 AA8534* NAVD 88     -        61.8    (meters)     203.     (feet)  VERTCON   
 AA8534  ___________________________________________________________________
 AA8534  X           -     270,323.166 (meters)                     COMP
 AA8534  Y           -  -5,408,066.269 (meters)                     COMP
 AA8534  Z           -   3,359,279.691 (meters)                     COMP
 AA8534  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AA8534  ELLIP HEIGHT-          34.26  (meters)          (07/29/02) GPS OBS
 AA8534  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA8534
 AA8534  HORZ ORDER  -  FIRST
 AA8534  ELLP ORDER  -  FOURTH    CLASS I
 AA8534
 AA8534.The horizontal coordinates were established by GPS observations
 AA8534.and adjusted by the National Geodetic Survey in September 1995..
 AA8534
 AA8534.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8534.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8534
 AA8534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8534
 AA8534.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8534
 AA8534.The ellipsoidal height was determined by GPS observations
 AA8534.and is referenced to NAD 83.
 AA8534
 AA8534.The geoid height was determined by GEOID03.
 AA8534
 AA8534;                    North         East     Units Scale Factor Converg.
 AA8534;SPC AL W     -   220,402.036   634,167.207   MT  0.99994773   +0 11 29.5
 AA8534;UTM  16      - 3,539,065.197   486,921.663   MT  0.99960211   -0 04 24.0
 AA8534
 AA8534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8534!SPC AL W     -   0.99999462  x   0.99994773  =   0.99994235
 AA8534!UTM  16      -   0.99999462  x   0.99960211  =   0.99959673
 AA8534
 AA8534                          SUPERSEDED SURVEY CONTROL
 AA8534
 AA8534  ELLIP H (09/29/95)   34.32   (m)                       GP(       ) 3 2
 AA8534  NGVD 29 (09/29/95)   61.8    (m)          203.     (f) GPS OBS        
 AA8534
 AA8534.Superseded values are not recommended for survey control.
 AA8534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8534.See file dsdata.txt to determine how the superseded data were derived.
 AA8534
 AA8534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA8692239065(NAD 83)
 AA8534_MARKER: DD = SURVEY DISK
 AA8534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8534_STAMPING: 66-29 1994
 AA8534_MARK LOGO: ALHD  
 AA8534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8534+STABILITY: SURFACE MOTION
 AA8534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8534+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8534
 AA8534  HISTORY     - Date     Condition        Report By
 AA8534  HISTORY     - 1994     MONUMENTED       ALHD
 AA8534
 AA8534                          STATION DESCRIPTION
 AA8534
 AA8534'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8534'THE STATION IS LOCATED IN WILCOX COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8534'ALA 28, ABOUT 5.50 MI (8.85 KM) NORTHWEST OF OAK HILL AND ABOUT 8.85
 AA8534'MI (14.24 KM) EAST OF CAMDEN. TO REACH THE STATION FROM THE JUNCTION
 AA8534'OF ALA 10 EAST AND ALA 28 EAST (MILE POST 89.80 ON ALA 28 AND MILE
 AA8534'POST 95.30 ON ALA 10) ABOUT 4.3 MI (6.9 KM) EAST OF CAMDEN, DRIVE
 AA8534'NORTHEAST AND EAST ON ALA 28 FOR 4.40 MI (7.08 KM) TO MILE POST 94.20
 AA8534'AND THE STATION ON THE RIGHT. THE STATION IS 4.4 FT (1.3 M) NORTH OF A
 AA8534'FIVE STRAND BARBED WIRE FENCE ON RUSTY STEEL POSTS, 58.8 FT (17.9 M)
 AA8534'SOUTH OF THE CENTERLINE OF ALA 28, 108.5 FT (33.1 M) WEST OF A FENCE
 AA8534'JUNCTION, 113.9 FT (34.7 M) EAST OF A BRACED POST IN THE FENCE LINE,
 AA8534'122.4 FT (37.3 M) WEST OF A BRACED POST IN THE FENCE LINE, 176.1 FT
 AA8534'(53.7 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 1 51 L 24, 4.2 FT (1.3
 AA8534'M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8534'STATION 66-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3198 ***********************************************************************
 CN3198  DESIGNATION -  66 3
 CN3198  PID         -  CN3198
 CN3198  STATE/COUNTY-  AL/WILCOX
 CN3198  USGS QUAD   -  LEE LONG BRIDGE (1974)
 CN3198
 CN3198                         *CURRENT SURVEY CONTROL
 CN3198  ___________________________________________________________________
 CN3198* NAD 83(1992)-  32 07 21.23330(N)    087 24 59.67823(W)     ADJUSTED  
 CN3198* NAVD 88     -        44.1    (meters)     145.     (feet)  VERTCON   
 CN3198  ___________________________________________________________________
 CN3198  X           -     243,708.445 (meters)                     COMP
 CN3198  Y           -  -5,401,362.003 (meters)                     COMP
 CN3198  Z           -   3,371,957.952 (meters)                     COMP
 CN3198  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 CN3198  ELLIP HEIGHT-          15.89  (meters)          (07/29/02) GPS OBS
 CN3198  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CN3198
 CN3198  HORZ ORDER  -  FIRST
 CN3198  ELLP ORDER  -  FOURTH    CLASS I
 CN3198
 CN3198.The horizontal coordinates were established by GPS observations
 CN3198.and adjusted by the National Geodetic Survey in December 1992..
 CN3198
 CN3198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3198
 CN3198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3198
 CN3198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3198
 CN3198.The ellipsoidal height was determined by GPS observations
 CN3198.and is referenced to NAD 83.
 CN3198
 CN3198.The geoid height was determined by GEOID03.
 CN3198
 CN3198;                    North         East     Units Scale Factor Converg.
 CN3198;SPC AL W     -   235,317.347   607,871.847   MT  0.99993410   +0 02 39.7
 CN3198;UTM  16      - 3,554,097.169   460,704.330   MT  0.99961904   -0 13 17.4
 CN3198
 CN3198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3198!SPC AL W     -   0.99999751  x   0.99993410  =   0.99993161
 CN3198!UTM  16      -   0.99999751  x   0.99961904  =   0.99961655
 CN3198
 CN3198:                Primary Azimuth Mark                     Grid Az
 CN3198:SPC AL W     -  X 5 54 RESET                             148 03 23.2
 CN3198:UTM  16      -  X 5 54 RESET                             148 19 20.3
 CN3198
 CN3198|---------------------------------------------------------------------|
 CN3198| PID    Reference Object                     Distance      Geod. Az  |
 CN3198|                                                           dddmmss.s |
 CN3198| AA9068 X 5 54 RESET                        445.219 METERS 1480602.9 |
 CN3198|---------------------------------------------------------------------|
 CN3198
 CN3198                          SUPERSEDED SURVEY CONTROL
 CN3198
 CN3198  ELLIP H (12/04/92)   15.97   (m)                       GP(       ) 4 1
 CN3198  NAD 83(1986)-  32 07 21.24404(N)    087 24 59.67638(W) AD(       ) 1
 CN3198  NGVD 29 (12/04/92)   44.0    (m)          144.     (f) GPS OBS        
 CN3198
 CN3198.Superseded values are not recommended for survey control.
 CN3198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3198.See file dsdata.txt to determine how the superseded data were derived.
 CN3198
 CN3198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6070454097(NAD 83)
 CN3198_MARKER: DD = SURVEY DISK
 CN3198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3198_SP_SET: CONCRETE POST
 CN3198_STAMPING: 66-3 1991
 CN3198_MARK LOGO: ALHD  
 CN3198_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3198+STABILITY: SURFACE MOTION
 CN3198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3198+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1992
 CN3198
 CN3198  HISTORY     - Date     Condition        Report By
 CN3198  HISTORY     - 1991     MONUMENTED       ALHD
 CN3198  HISTORY     - 19920317 GOOD
 CN3198
 CN3198                          STATION DESCRIPTION
 CN3198
 CN3198'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3198'THE STATION IS LOCATED IN WILCOX COUNTY ON THE NORTHEAST RIGHT OF WAY
 CN3198'OF ALA 28, ABOUT 11.45 MI (18.43 KM) NORTHWEST OF CAMDEN AND ABOUT
 CN3198'13.90 MI (22.37 KM) NORTHEAST OF PINE HILL.
 CN3198'TO REACH THE STATION FROM THE JUNCTION OF THE ALA 10 BY PASS AND ALA
 CN3198'28 NORTH (MILE POST 83.40 ON ALA 28 AND MILE POST 78.05 ON THE ALA 10
 CN3198'BY PASS) IN NORTH CAMDEN, DRIVE NORTHWEST ON ALA 28 FOR 11.00 MI
 CN3198'(17.70 KM) TO MILE POST 72.40 AND THE STATION ON THE RIGHT.
 CN3198'THE STATION IS 44.3 FT (13.5 M) NORTHEAST OF THE CENTERLINE OF ALA 28,
 CN3198'118.2 FT (36.0 M) SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. 2
 CN3198'48, 1.8 FT (0.5 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND
 CN3198'SET FLUSH WITH THE SURFACE.
 CN3198'TRIANGULATION STATION X 5 54 RESET MAY BE USED AS AN AZIMUTH FOR THIS
 CN3198'STATION.
 CN3198
 CN3198                          STATION RECOVERY (1992)
 CN3198
 CN3198'RECOVERED 1992
 CN3198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8535 ***********************************************************************
 AA8535  DESIGNATION -  66 30
 AA8535  PID         -  AA8535
 AA8535  STATE/COUNTY-  AL/WILCOX
 AA8535  USGS QUAD   -  PINE APPLE NORTH (1981)
 AA8535
 AA8535                         *CURRENT SURVEY CONTROL
 AA8535  ___________________________________________________________________
 AA8535* NAD 83(1992)-  31 59 50.68604(N)    086 56 12.83797(W)     ADJUSTED  
 AA8535* NAVD 88     -        77.3    (meters)     254.     (feet)  VERTCON   
 AA8535  ___________________________________________________________________
 AA8535  X           -     289,314.519 (meters)                     COMP
 AA8535  Y           -  -5,406,517.067 (meters)                     COMP
 AA8535  Z           -   3,360,214.514 (meters)                     COMP
 AA8535  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 AA8535  ELLIP HEIGHT-          49.78  (meters)          (07/29/02) GPS OBS
 AA8535  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AA8535
 AA8535  HORZ ORDER  -  FIRST
 AA8535  ELLP ORDER  -  FOURTH    CLASS I
 AA8535
 AA8535.The horizontal coordinates were established by GPS observations
 AA8535.and adjusted by the National Geodetic Survey in September 1995..
 AA8535
 AA8535.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8535
 AA8535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8535
 AA8535.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8535
 AA8535.The ellipsoidal height was determined by GPS observations
 AA8535.and is referenced to NAD 83.
 AA8535
 AA8535.The geoid height was determined by GEOID03.
 AA8535
 AA8535;                    North         East     Units Scale Factor Converg.
 AA8535;SPC AL W     -   221,575.931   653,207.467   MT  0.99996823   +0 17 54.2
 AA8535;UTM  16      - 3,540,150.660   505,960.353   MT  0.99960044   +0 02 00.4
 AA8535
 AA8535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8535!SPC AL W     -   0.99999218  x   0.99996823  =   0.99996041
 AA8535!UTM  16      -   0.99999218  x   0.99960044  =   0.99959263
 AA8535
 AA8535:                Primary Azimuth Mark                     Grid Az
 AA8535:SPC AL W     -  66 31                                    106 05 46.2
 AA8535:UTM  16      -  66 31                                    106 21 40.0
 AA8535
 AA8535|---------------------------------------------------------------------|
 AA8535| PID    Reference Object                     Distance      Geod. Az  |
 AA8535|                                                           dddmmss.s |
 AA8535| AA8536 66 31                               453.189 METERS 1062340.4 |
 AA8535|---------------------------------------------------------------------|
 AA8535
 AA8535                          SUPERSEDED SURVEY CONTROL
 AA8535
 AA8535  ELLIP H (09/29/95)   49.85   (m)                       GP(       ) 3 2
 AA8535  NGVD 29 (09/29/95)   77.2    (m)          253.     (f) GPS OBS        
 AA8535
 AA8535.Superseded values are not recommended for survey control.
 AA8535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8535.See file dsdata.txt to determine how the superseded data were derived.
 AA8535
 AA8535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA0596040151(NAD 83)
 AA8535_MARKER: DD = SURVEY DISK
 AA8535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8535_STAMPING: 66-30 1994
 AA8535_MARK LOGO: ALHD  
 AA8535_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8535+STABILITY: SURFACE MOTION
 AA8535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8535+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8535
 AA8535  HISTORY     - Date     Condition        Report By
 AA8535  HISTORY     - 1994     MONUMENTED       ALHD
 AA8535
 AA8535                          STATION DESCRIPTION
 AA8535
 AA8535'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8535'THE STATION IS LOCATED IN WILCOX COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8535'ALA 21, ABOUT 9.00 MI (14.48 KM) NORTH-NORTHEAST OF PINE APPLE AND
 AA8535'ABOUT 9.95 MI (16.01 KM) NORTHEAST OF OAK HILL. TO REACH THE STATION
 AA8535'FROM THE JUNCTION OF ALA 10 AND ALA 21 (MILE POST 80.30 ON ALA 21 AND
 AA8535'MILE POST 104.90 ON ALA 10) IN OAK HILL, DRIVE NORTH FOR 5.10 MI (8.21
 AA8535'KM) TO MILE POST 85.40 AND ALA 28 0N THE LEFT (MILE POST 98.80 ON ALA
 AA8535'28), CONTINUE NORTHEAST ON ALA 21 FOR 1.10 MI (1.77 KM) TO MILE POST
 AA8535'86.50 AND ALA 89 ON THE LEFT (MILE POST 0.00 ON ALA 89), CONTINUE EAST
 AA8535'ON ALA 21 FOR 7.70 MI (12.39 KM) TO MILE POST 94.20 AND THE STATION ON
 AA8535'THE RIGHT. THE STATION IS LOCATED ON TOP OF A 10 FT (3.0 M) BACK
 AA8535'SLOPE, 7.0 FT (2.1 M) SOUTH OF THE CREST OF A 10 FT (3.0 M) BACK
 AA8535'SLOPE, 42.4 FT (12.9 M) SOUTH OF THE CENTERLINE OF ALA 21, 89.0 FT
 AA8535'(27.1 M) SOUTH OF A POWER POLE WITH A BARRIER LINE MARKER SIGN ACROSS
 AA8535'THE ROAD, 2.6 FT (0.8 M) NORTHEAST OF A CARSONITE WITNESS POST, AND
 AA8535'SET FLUSH WITH THE GROUND. STATION 66-31 1994 MAY BE USED AS AN
 AA8535'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8536 ***********************************************************************
 AA8536  DESIGNATION -  66 31
 AA8536  PID         -  AA8536
 AA8536  STATE/COUNTY-  AL/WILCOX
 AA8536  USGS QUAD   -  PINE APPLE NORTH (1981)
 AA8536
 AA8536                         *CURRENT SURVEY CONTROL
 AA8536  ___________________________________________________________________
 AA8536* NAD 83(1992)-  31 59 46.53298(N)    086 55 56.27505(W)     ADJUSTED  
 AA8536* NAVD 88     -        66.1    (meters)     217.     (feet)  VERTCON   
 AA8536  ___________________________________________________________________
 AA8536  X           -     289,751.779 (meters)                     COMP
 AA8536  Y           -  -5,406,552.052 (meters)                     COMP
 AA8536  Z           -   3,360,100.112 (meters)                     COMP
 AA8536  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 AA8536  ELLIP HEIGHT-          38.62  (meters)          (07/29/02) GPS OBS
 AA8536  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AA8536
 AA8536  HORZ ORDER  -  FIRST
 AA8536  ELLP ORDER  -  FOURTH    CLASS I
 AA8536
 AA8536.The horizontal coordinates were established by GPS observations
 AA8536.and adjusted by the National Geodetic Survey in September 1995..
 AA8536
 AA8536.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8536
 AA8536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8536
 AA8536.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8536
 AA8536.The ellipsoidal height was determined by GPS observations
 AA8536.and is referenced to NAD 83.
 AA8536
 AA8536.The geoid height was determined by GEOID03.
 AA8536
 AA8536;                    North         East     Units Scale Factor Converg.
 AA8536;SPC AL W     -   221,450.288   653,642.876   MT  0.99996881   +0 18 02.9
 AA8536;UTM  16      - 3,540,023.052   506,395.017   MT  0.99960050   +0 02 09.1
 AA8536
 AA8536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8536!SPC AL W     -   0.99999394  x   0.99996881  =   0.99996275
 AA8536!UTM  16      -   0.99999394  x   0.99960050  =   0.99959444
 AA8536
 AA8536:                Primary Azimuth Mark                     Grid Az
 AA8536:SPC AL W     -  66 30                                    286 05 46.3
 AA8536:UTM  16      -  66 30                                    286 21 40.1
 AA8536
 AA8536|---------------------------------------------------------------------|
 AA8536| PID    Reference Object                     Distance      Geod. Az  |
 AA8536|                                                           dddmmss.s |
 AA8536| AA8535 66 30                               453.189 METERS 2862349.2 |
 AA8536|---------------------------------------------------------------------|
 AA8536
 AA8536                          SUPERSEDED SURVEY CONTROL
 AA8536
 AA8536  ELLIP H (09/29/95)   38.69   (m)                       GP(       ) 3 2
 AA8536  NGVD 29 (09/29/95)   66.1    (m)          217.     (f) GPS OBS        
 AA8536
 AA8536.Superseded values are not recommended for survey control.
 AA8536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8536.See file dsdata.txt to determine how the superseded data were derived.
 AA8536
 AA8536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA0639540023(NAD 83)
 AA8536_MARKER: DD = SURVEY DISK
 AA8536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8536_STAMPING: 66-31 1994
 AA8536_MARK LOGO: ALHD  
 AA8536_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8536+STABILITY: SURFACE MOTION
 AA8536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8536+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8536
 AA8536  HISTORY     - Date     Condition        Report By
 AA8536  HISTORY     - 1994     MONUMENTED       ALHD
 AA8536
 AA8536                          STATION DESCRIPTION
 AA8536
 AA8536'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8536'THE STATION IS LOCATED IN WILCOX COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8536'ALA 21, ABOUT 9.05 MI (14.56 KM) NORTH-NORTHEAST OF PINE APPLE AND
 AA8536'ABOUT 10.15 MI (16.33 KM) NORTHEAST OF OAK HILL. TO REACH THE STATION
 AA8536'FROM THE JUNCTION OF ALA 10 AND ALA 21 (MILE POST 80.30 ON ALA 21 AND
 AA8536'MILE POST 104.90 ON ALA 10) IN OAK HILL, DRIVE NORTH FOR 5.10 MI (8.21
 AA8536'KM) TO MILE POST 85.40 AND ALA 28 0N THE LEFT (MILE POST 98.80 ON ALA
 AA8536'28), CONTINUE NORTHEAST ON ALA 21 FOR 1.10 MI (1.77 KM) TO MILE POST
 AA8536'86.50 AND ALA 89 ON THE LEFT (MILE POST 0.00 ON ALA 89), CONTINUE EAST
 AA8536'ON ALA 21 FOR 8.00 MI (12.87 KM) TO MILE POST 94.50 AND THE STATION ON
 AA8536'THE LEFT. THE STATION IS 57.2 FT (17.4 M) EAST OF POWER POLE NO. 5 1,
 AA8536'58.6 FT (17.9 M) NORTH OF THE CENTERLINE OF ALA 21, 67.7 FT (20.6 M)
 AA8536'SOUTH OF A PARTLY DOWN THREE STRAND BARBED WIRE FENCE ON OLD WOOD
 AA8536'POSTS, 2.1 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA8536'WITH THE GROUND. STATION 66-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS
 AA8536'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8537 ***********************************************************************
 AA8537  DESIGNATION -  66 32
 AA8537  PID         -  AA8537
 AA8537  STATE/COUNTY-  AL/WILCOX
 AA8537  USGS QUAD   -  OAK HILL (1981)
 AA8537
 AA8537                         *CURRENT SURVEY CONTROL
 AA8537  ___________________________________________________________________
 AA8537* NAD 83(1992)-  31 52 59.32351(N)    087 01 03.57513(W)     ADJUSTED  
 AA8537* NAVD 88     -        62.1    (meters)     204.     (feet)  VERTCON   
 AA8537  ___________________________________________________________________
 AA8537  X           -     282,041.653 (meters)                     COMP
 AA8537  Y           -  -5,413,600.773 (meters)                     COMP
 AA8537  Z           -   3,349,454.106 (meters)                     COMP
 AA8537  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 AA8537  ELLIP HEIGHT-          34.57  (meters)          (07/29/02) GPS OBS
 AA8537  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA8537
 AA8537  HORZ ORDER  -  FIRST
 AA8537  ELLP ORDER  -  FOURTH    CLASS I
 AA8537
 AA8537.The horizontal coordinates were established by GPS observations
 AA8537.and adjusted by the National Geodetic Survey in September 1995..
 AA8537
 AA8537.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8537.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8537
 AA8537.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8537
 AA8537.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8537
 AA8537.The ellipsoidal height was determined by GPS observations
 AA8537.and is referenced to NAD 83.
 AA8537
 AA8537.The geoid height was determined by GEOID03.
 AA8537
 AA8537;                    North         East     Units Scale Factor Converg.
 AA8537;SPC AL W     -   208,869.060   645,632.753   MT  0.99995901   +0 15 17.2
 AA8537;UTM  16      - 3,527,483.500   498,329.829   MT  0.99960003   -0 00 33.6
 AA8537
 AA8537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8537!SPC AL W     -   0.99999457  x   0.99995901  =   0.99995358
 AA8537!UTM  16      -   0.99999457  x   0.99960003  =   0.99959460
 AA8537
 AA8537                          SUPERSEDED SURVEY CONTROL
 AA8537
 AA8537  ELLIP H (09/29/95)   34.64   (m)                       GP(       ) 3 2
 AA8537  NGVD 29 (09/29/95)   62.1    (m)          204.     (f) GPS OBS        
 AA8537
 AA8537.Superseded values are not recommended for survey control.
 AA8537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8537.See file dsdata.txt to determine how the superseded data were derived.
 AA8537
 AA8537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA9833027483(NAD 83)
 AA8537_MARKER: DD = SURVEY DISK
 AA8537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8537_STAMPING: 66-32 1994
 AA8537_MARK LOGO: ALHD  
 AA8537_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8537+STABILITY: SURFACE MOTION
 AA8537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8537+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8537
 AA8537  HISTORY     - Date     Condition        Report By
 AA8537  HISTORY     - 1994     MONUMENTED       ALHD
 AA8537
 AA8537                          STATION DESCRIPTION
 AA8537
 AA8537'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8537'THE STATION IS LOCATED IN WILCOX COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8537'ALA 10, ABOUT 1.90 MI (3.06 KM) WEST-NORTHWEST OF PINE APPLE AND ABOUT
 AA8537'4.65 MI (7.48 KM) EAST-SOUTHEAST OF OAK HILL. TO REACH THE STATION
 AA8537'FROM THE JUNCTION OF ALA 10 AND ALA 21 (MILE POST 104.90 ON ALA 10 AND
 AA8537'MILE POST 80.30 ON ALA 21) IN OAK HILL, DRIVE EAST ON ALA 10 FOR 4.80
 AA8537'MI (7.72 KM) TO MILE POST 109.70 AND THE STATION ON THE RIGHT. THE
 AA8537'STATION IS 3.3 FT (1.0 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE ON
 AA8537'WHITE TOP, GREEN STEEL POSTS, 6.7 FT (2.0 M) NORTHWEST OF THE WEST ONE
 AA8537'OF TWO CROSS TIE POSTS IN THE FENCE LINE, 84.6 FT (25.8 M) EAST OF A
 AA8537'POWER AND CABLE POLE, 91.6 FT (27.9 M) EAST OF THE EAST POST OF A PIPE
 AA8537'GATE, 101.5 FT (30.9 M) EAST OF THE CENTER OF A GRAVEL FIELD ROAD,
 AA8537'105.0 FT (32.0 M) WEST-NORTHWEST OF A POWER AND CABLE POLE, 109.0 FT
 AA8537'(33.2 M) SOUTH OF THE CENTERLINE OF ALA 10, 3.0 FT (0.9 M) NORTHEAST
 AA8537'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA8537'66-33 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8538 ***********************************************************************
 AA8538  DESIGNATION -  66 33
 AA8538  PID         -  AA8538
 AA8538  STATE/COUNTY-  AL/WILCOX
 AA8538  USGS QUAD   -  OAK HILL (1981)
 AA8538
 AA8538                         *CURRENT SURVEY CONTROL
 AA8538  ___________________________________________________________________
 AA8538* NAD 83(1992)-  31 52 53.26428(N)    087 00 43.38776(W)     ADJUSTED  
 AA8538* NAVD 88     -        64.5    (meters)     212.     (feet)  VERTCON   
 AA8538  ___________________________________________________________________
 AA8538  X           -     282,576.730 (meters)                     COMP
 AA8538  Y           -  -5,413,673.578 (meters)                     COMP
 AA8538  Z           -   3,349,296.870 (meters)                     COMP
 AA8538  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 AA8538  ELLIP HEIGHT-          36.92  (meters)          (07/29/02) GPS OBS
 AA8538  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 AA8538
 AA8538  HORZ ORDER  -  FIRST
 AA8538  ELLP ORDER  -  FOURTH    CLASS I
 AA8538
 AA8538.The horizontal coordinates were established by GPS observations
 AA8538.and adjusted by the National Geodetic Survey in September 1995..
 AA8538
 AA8538.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8538.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8538
 AA8538.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8538
 AA8538.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8538
 AA8538.The ellipsoidal height was determined by GPS observations
 AA8538.and is referenced to NAD 83.
 AA8538
 AA8538.The geoid height was determined by GEOID03.
 AA8538
 AA8538;                    North         East     Units Scale Factor Converg.
 AA8538;SPC AL W     -   208,684.810   646,164.116   MT  0.99995961   +0 15 27.8
 AA8538;UTM  16      - 3,527,296.870   498,860.147   MT  0.99960002   -0 00 22.9
 AA8538
 AA8538!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8538!SPC AL W     -   0.99999420  x   0.99995961  =   0.99995381
 AA8538!UTM  16      -   0.99999420  x   0.99960002  =   0.99959423
 AA8538
 AA8538                          SUPERSEDED SURVEY CONTROL
 AA8538
 AA8538  ELLIP H (09/29/95)   36.99   (m)                       GP(       ) 3 2
 AA8538  NGVD 29 (09/29/95)   64.5    (m)          212.     (f) GPS OBS        
 AA8538
 AA8538.Superseded values are not recommended for survey control.
 AA8538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8538.See file dsdata.txt to determine how the superseded data were derived.
 AA8538
 AA8538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA9886027297(NAD 83)
 AA8538_MARKER: DD = SURVEY DISK
 AA8538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8538_STAMPING: 66-33 1994
 AA8538_MARK LOGO: ALHD  
 AA8538_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8538+STABILITY: SURFACE MOTION
 AA8538_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8538+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8538
 AA8538  HISTORY     - Date     Condition        Report By
 AA8538  HISTORY     - 1994     MONUMENTED       ALHD
 AA8538
 AA8538                          STATION DESCRIPTION
 AA8538
 AA8538'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8538'THE STATION IS LOCATED IN WILCOX COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA8538'ALA 10, ABOUT 1.55 MI (2.49 KM) WEST-NORTHWEST OF PINE APPLE AND ABOUT
 AA8538'5.00 MI (8.05 KM) EAST-SOUTHEAST OF OAK HILL. TO REACH THE STATION
 AA8538'FROM THE JUNCTION OF ALA 10 AND ALA 21 (MILE POST 104.90 ON ALA 10 AND
 AA8538'MILE POST 80.30 ON ALA 21) IN OAK HILL, DRIVE EAST ON ALA 10 FOR 5.10
 AA8538'MI (8.21 KM) TO MILE POST 110.00 AND THE STATION ON THE RIGHT. THE
 AA8538'STATION IS 47.1 FT (14.4 M) SOUTH OF THE CENTERLINE OF ALA 10, 51.6 FT
 AA8538'(15.7 M) SOUTHEAST OF MILE POST 110, 75.1 FT (22.9 M) WEST OF THE
 AA8538'NORTH POST OF A WILCOX COUNTY COMMUNITY EDUCATION ADOPT - A - MILE
 AA8538'SIGN, 105.0 FT (32.0 M) WEST-NORTHWEST OF A POWER POLE, 21.0 FT (6.4
 AA8538'M) NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA8538'GROUND. STATION 66-32 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3199 ***********************************************************************
 CN3199  DESIGNATION -  66 4
 CN3199  PID         -  CN3199
 CN3199  STATE/COUNTY-  AL/WILCOX
 CN3199  USGS QUAD   -  TILDEN (1987)
 CN3199
 CN3199                         *CURRENT SURVEY CONTROL
 CN3199  ___________________________________________________________________
 CN3199* NAD 83(1992)-  32 00 21.16375(N)    087 14 52.82281(W)     ADJUSTED  
 CN3199* NAVD 88     -        91.1    (meters)     299.     (feet)  VERTCON   
 CN3199  ___________________________________________________________________
 CN3199  X           -     259,930.548 (meters)                     COMP
 CN3199  Y           -  -5,407,522.960 (meters)                     COMP
 CN3199  Z           -   3,361,017.885 (meters)                     COMP
 CN3199  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 CN3199  ELLIP HEIGHT-          63.47  (meters)          (07/29/02) GPS OBS
 CN3199  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CN3199
 CN3199  HORZ ORDER  -  FIRST
 CN3199  ELLP ORDER  -  FOURTH    CLASS I
 CN3199
 CN3199.The horizontal coordinates were established by GPS observations
 CN3199.and adjusted by the National Geodetic Survey in December 1992..
 CN3199
 CN3199.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3199.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3199
 CN3199.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3199
 CN3199.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3199
 CN3199.The ellipsoidal height was determined by GPS observations
 CN3199.and is referenced to NAD 83.
 CN3199
 CN3199.The geoid height was determined by GEOID03.
 CN3199
 CN3199;                    North         East     Units Scale Factor Converg.
 CN3199;SPC AL W     -   222,403.843   623,808.600   MT  0.99994032   +0 08 00.8
 CN3199;UTM  16      - 3,541,114.186   476,575.939   MT  0.99960677   -0 07 53.2
 CN3199
 CN3199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3199!SPC AL W     -   0.99999003  x   0.99994032  =   0.99993035
 CN3199!UTM  16      -   0.99999003  x   0.99960677  =   0.99959681
 CN3199
 CN3199                          SUPERSEDED SURVEY CONTROL
 CN3199
 CN3199  ELLIP H (12/04/92)   63.56   (m)                       GP(       ) 4 1
 CN3199  NAD 83(1986)-  32 00 21.17503(N)    087 14 52.82381(W) AD(       ) 1
 CN3199  NGVD 29 (12/04/92)   91.1    (m)          299.     (f) GPS OBS        
 CN3199
 CN3199.Superseded values are not recommended for survey control.
 CN3199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3199.See file dsdata.txt to determine how the superseded data were derived.
 CN3199
 CN3199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7657641114(NAD 83)
 CN3199_MARKER: DD = SURVEY DISK
 CN3199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3199_SP_SET: CONCRETE POST
 CN3199_STAMPING: 66-4 1991
 CN3199_MARK LOGO: ALHD  
 CN3199_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3199+STABILITY: SURFACE MOTION
 CN3199_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3199+SATELLITE: SATELLITE OBSERVATIONS - March 19, 1992
 CN3199
 CN3199  HISTORY     - Date     Condition        Report By
 CN3199  HISTORY     - 1991     MONUMENTED       ALHD
 CN3199  HISTORY     - 19920319 GOOD
 CN3199
 CN3199                          STATION DESCRIPTION
 CN3199
 CN3199'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3199'THE STATION IS LOCATED IN WILCOX COUNTY ON PROPERTY OWNED BY SCOTT
 CN3199'PAPER COMPANY, ABOUT 2.50 MI (4.02 KM) NORTHEAST OF CAMDEN AND ABOUT
 CN3199'11.20 MI (18.02 KM) NORTHWEST OF OAK HILL.
 CN3199'TO REACH THE STATION FROM THE JUNCTION OF ALA 10, ALA 28, AND ALA 41
 CN3199'(MILE POST 88.85 ON ALA 41) ON THE EAST SIDE OF CAMDEN, DRIVE
 CN3199'NORTHEAST ON ALA 41 FOR 1.95 MI (3.14 KM) TO MILE POST 90.80 AND A
 CN3199'GRAVEL ROAD RIGHT TO THE WILCOX COUNTY LAND FILL, TURN RIGHT ON THE
 CN3199'GRAVEL ROAD AND DRIVE SOUTHEAST FOR 0.05 MI (0.08 KM) TO A WOODS ROAD
 CN3199'RIGHT, TURN RIGHT ON THE WOODS ROAD AND DRIVE SOUTH, SOUTHWEST, AND
 CN3199'SOUTHEAST FOR 0.65 MI (1.05 KM) TO THE STATION ON THE LEFT.
 CN3199'THE STATION IS 27.0 FT (8.2 M) EAST OF THE CENTER OF THE WOODS ROAD,
 CN3199'1.6 FT (0.5 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CN3199'THE GROUND.
 CN3199'STATION 66-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3199
 CN3199                          STATION RECOVERY (1992)
 CN3199
 CN3199'RECOVERED 1992
 CN3199'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3200 ***********************************************************************
 CN3200  DESIGNATION -  66 5
 CN3200  PID         -  CN3200
 CN3200  STATE/COUNTY-  AL/WILCOX
 CN3200  USGS QUAD   -  CAMDEN NORTH (1974)
 CN3200
 CN3200                         *CURRENT SURVEY CONTROL
 CN3200  ___________________________________________________________________
 CN3200* NAD 83(1992)-  32 00 32.05921(N)    087 15 11.83765(W)     ADJUSTED  
 CN3200* NAVD 88     -       103.5    (meters)     340.     (feet)  VERTCON   
 CN3200  ___________________________________________________________________
 CN3200  X           -     259,424.026 (meters)                     COMP
 CN3200  Y           -  -5,407,379.717 (meters)                     COMP
 CN3200  Z           -   3,361,309.038 (meters)                     COMP
 CN3200  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 CN3200  ELLIP HEIGHT-          75.86  (meters)          (07/29/02) GPS OBS
 CN3200  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CN3200
 CN3200  HORZ ORDER  -  FIRST
 CN3200  ELLP ORDER  -  FOURTH    CLASS I
 CN3200
 CN3200.The horizontal coordinates were established by GPS observations
 CN3200.and adjusted by the National Geodetic Survey in December 1992..
 CN3200
 CN3200.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3200.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3200
 CN3200.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3200
 CN3200.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3200
 CN3200.The ellipsoidal height was determined by GPS observations
 CN3200.and is referenced to NAD 83.
 CN3200
 CN3200.The geoid height was determined by GEOID03.
 CN3200
 CN3200;                    North         East     Units Scale Factor Converg.
 CN3200;SPC AL W     -   222,738.273   623,308.794   MT  0.99994003   +0 07 50.8
 CN3200;UTM  16      - 3,541,450.811   476,077.851   MT  0.99960706   -0 08 03.3
 CN3200
 CN3200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3200!SPC AL W     -   0.99998809  x   0.99994003  =   0.99992812
 CN3200!UTM  16      -   0.99998809  x   0.99960706  =   0.99959515
 CN3200
 CN3200                          SUPERSEDED SURVEY CONTROL
 CN3200
 CN3200  ELLIP H (12/04/92)   75.95   (m)                       GP(       ) 4 1
 CN3200  NAD 83(1986)-  32 00 32.07051(N)    087 15 11.83865(W) AD(       ) 1
 CN3200  NGVD 29 (12/04/92)  103.5    (m)          340.     (f) GPS OBS        
 CN3200
 CN3200.Superseded values are not recommended for survey control.
 CN3200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3200.See file dsdata.txt to determine how the superseded data were derived.
 CN3200
 CN3200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA7607841451(NAD 83)
 CN3200_MARKER: DD = SURVEY DISK
 CN3200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3200_SP_SET: CONCRETE POST
 CN3200_STAMPING: 66-5 1991
 CN3200_MARK LOGO: ALHD  
 CN3200_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN3200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3200+STABILITY: SURFACE MOTION
 CN3200_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3200+SATELLITE: SATELLITE OBSERVATIONS - April 09, 1992
 CN3200
 CN3200  HISTORY     - Date     Condition        Report By
 CN3200  HISTORY     - 1991     MONUMENTED       ALHD
 CN3200  HISTORY     - 19920409 GOOD
 CN3200
 CN3200                          STATION DESCRIPTION
 CN3200
 CN3200'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN3200'THE STATION IS LOCATED IN WILCOX COUNTY ON PROPERTY OWNED BY SCOTT
 CN3200'PAPER COMPANY, ABOUT 2.50 MI (4.02 KM) NORTHEAST OF CAMDEN AND ABOUT
 CN3200'11.45 MI (18.43 KM) NORTHWEST OF OAK HILL.
 CN3200'TO REACH THE STATION FROM THE JUNCTION OF ALA 10, ALA 28, AND ALA 41
 CN3200'(MILE POST 88.85 ON ALA 41) ON THE EAST SIDE OF CAMDEN, DRIVE
 CN3200'NORTHEAST ON ALA 41 FOR 1.95 MI (3.14 KM) TO MILE POST 90.80 AND A
 CN3200'GRAVEL ROAD RIGHT TO THE WILCOX COUNTY LAND FILL, TURN RIGHT ON THE
 CN3200'GRAVEL ROAD AND DRIVE SOUTHEAST FOR 0.05 MI (0.08 KM) TO A WOODS ROAD
 CN3200'RIGHT, TURN RIGHT ON THE WOODS ROAD AND DRIVE SOUTH AND SOUTHWEST FOR
 CN3200'0.30 MI (0.48 KM) TO THE TOP OF THE HILL AND THE STATION ON THE
 CN3200'RIGHT.
 CN3200'THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW HILL, 89.0 FT
 CN3200'(27.1 M) SOUTHWEST OF THE CENTER OF A GRAVEL WOODS ROAD, 2.1 FT
 CN3200'(0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CN3200'GROUND.
 CN3200'STATION 66-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3200
 CN3200                          STATION RECOVERY (1992)
 CN3200
 CN3200'RECOVERED 1992
 CN3200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2102 ***********************************************************************
 BU2102  DESIGNATION -  66 6
 BU2102  PID         -  BU2102
 BU2102  STATE/COUNTY-  AL/WILCOX
 BU2102  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU2102
 BU2102                         *CURRENT SURVEY CONTROL
 BU2102  ___________________________________________________________________
 BU2102* NAD 83(1992)-  31 57 57.06211(N)    087 20 04.48984(W)     ADJUSTED  
 BU2102* NAVD 88     -        30.6    (meters)     100.     (feet)  GPS OBS   
 BU2102  ___________________________________________________________________
 BU2102  X           -     251,866.411 (meters)                     COMP
 BU2102  Y           -  -5,410,206.809 (meters)                     COMP
 BU2102  Z           -   3,357,221.028 (meters)                     COMP
 BU2102  LAPLACE CORR-           1.93  (seconds)                    DEFLEC99
 BU2102  ELLIP HEIGHT-           2.84  (meters)          (08/29/05) GPS OBS
 BU2102  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BU2102
 BU2102  HORZ ORDER  -  A
 BU2102  ELLP ORDER  -  FOURTH    CLASS I
 BU2102
 BU2102.The horizontal coordinates were established by GPS observations
 BU2102.and adjusted by the National Geodetic Survey in August 2005..
 BU2102
 BU2102.The orthometric height was determined by GPS observations and a
 BU2102.high-resolution geoid model.
 BU2102
 BU2102.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2102
 BU2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2102
 BU2102.The ellipsoidal height was determined by GPS observations
 BU2102.and is referenced to NAD 83.
 BU2102
 BU2102.The geoid height was determined by GEOID03.
 BU2102
 BU2102;                    North         East     Units Scale Factor Converg.
 BU2102;SPC AL W     -   217,949.746   615,635.765   MT  0.99993635   +0 05 15.3
 BU2102;UTM  16      - 3,536,699.368   468,385.295   MT  0.99961233   -0 10 37.7
 BU2102
 BU2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2102!SPC AL W     -   0.99999955  x   0.99993635  =   0.99993590
 BU2102!UTM  16      -   0.99999955  x   0.99961233  =   0.99961188
 BU2102
 BU2102:                Primary Azimuth Mark                     Grid Az
 BU2102:SPC AL W     -  66 7                                     114 31 50.9
 BU2102:UTM  16      -  66 7                                     114 47 43.9
 BU2102
 BU2102|---------------------------------------------------------------------|
 BU2102| PID    Reference Object                     Distance      Geod. Az  |
 BU2102|                                                           dddmmss.s |
 BU2102| BU2103 66 7                                455.229 METERS 1143706.2 |
 BU2102|---------------------------------------------------------------------|
 BU2102
 BU2102                          SUPERSEDED SURVEY CONTROL
 BU2102
 BU2102  ELLIP H (07/29/02)    2.79   (m)                       GP(       ) 4 1
 BU2102  NAD 83(1992)-  31 57 57.06405(N)    087 20 04.48731(W) AD(       ) 1
 BU2102  ELLIP H (12/04/92)    2.87   (m)                       GP(       ) 4 1
 BU2102  NAD 83(1986)-  31 57 57.07533(N)    087 20 04.48763(W) AD(       ) 1
 BU2102  NGVD 29 (12/04/92)   30.6    (m)          100.     (f) GPS OBS        
 BU2102
 BU2102.Superseded values are not recommended for survey control.
 BU2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2102.See file dsdata.txt to determine how the superseded data were derived.
 BU2102
 BU2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA6838536699(NAD 83)
 BU2102_MARKER: DD = SURVEY DISK
 BU2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2102_SP_SET: CONCRETE POST
 BU2102_STAMPING: 66-6 1991
 BU2102_MARK LOGO: ALHD  
 BU2102_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2102+STABILITY: SURFACE MOTION
 BU2102_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2102+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 BU2102
 BU2102  HISTORY     - Date     Condition        Report By
 BU2102  HISTORY     - 1991     MONUMENTED       ALHD
 BU2102  HISTORY     - 19920401 GOOD
 BU2102  HISTORY     - 20040622 GOOD             ALDOT
 BU2102
 BU2102                          STATION DESCRIPTION
 BU2102
 BU2102'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2102'THE STATION IS LOCATED IN WILCOX COUNTY ON THE EAST RIGHT OF WAY OF
 BU2102'ALA 221, ABOUT 3.05 MI (4.91 KM) SOUTHWEST OF CAMDEN AND ABOUT 14.75
 BU2102'MI (23.74 KM) EAST-SOUTHEAST OF PINE HILL.
 BU2102'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 221 (MILE
 BU2102'POST 1.90 ON ALA 221 AND MILE POST 75.65 ON ALA 10) ON THE WEST SIDE
 BU2102'OF CAMDEN, DRIVE SOUTH ON ALA 221 FOR 1.60 MI (2.57 KM) TO MILE POST
 BU2102'0.30 AND THE STATION ON THE LEFT.
 BU2102'THE STATION IS 3.5 FT (1.1 M) WEST OF A FIVE-STRAND BARBED WIRE FENCE
 BU2102'ON OLD TREATED WOOD POSTS, 38.0 FT (11.6 M) EAST OF THE CENTERLINE OF
 BU2102'ALA 221, 79.7 FT (24.3 M) EAST OF THE SOUTH POST OF A WIRE GATE
 BU2102'ACROSS ALA 221, 102.9 FT (31.4 M) SOUTH OF A POWER POLE, 3.3 FT
 BU2102'(1.0 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2102'GROUND.
 BU2102'STATION 66-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2102
 BU2102                          STATION RECOVERY (1992)
 BU2102
 BU2102'RECOVERED 1992
 BU2102'RECOVERED IN GOOD CONDITION.
 BU2102
 BU2102                          STATION RECOVERY (2004)
 BU2102
 BU2102'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (BW)
 BU2102'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2103 ***********************************************************************
 BU2103  DESIGNATION -  66 7
 BU2103  PID         -  BU2103
 BU2103  STATE/COUNTY-  AL/WILCOX
 BU2103  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU2103
 BU2103                         *CURRENT SURVEY CONTROL
 BU2103  ___________________________________________________________________
 BU2103* NAD 83(1992)-  31 57 50.90518(N)    087 19 48.72913(W)     ADJUSTED  
 BU2103* NAVD 88     -        31.3    (meters)     103.     (feet)  VERTCON   
 BU2103  ___________________________________________________________________
 BU2103  X           -     252,284.504 (meters)                     COMP
 BU2103  Y           -  -5,410,288.328 (meters)                     COMP
 BU2103  Z           -   3,357,060.446 (meters)                     COMP
 BU2103  LAPLACE CORR-           1.92  (seconds)                    DEFLEC99
 BU2103  ELLIP HEIGHT-           3.42  (meters)          (07/29/02) GPS OBS
 BU2103  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BU2103
 BU2103  HORZ ORDER  -  FIRST
 BU2103  ELLP ORDER  -  FOURTH    CLASS I
 BU2103
 BU2103.The horizontal coordinates were established by GPS observations
 BU2103.and adjusted by the National Geodetic Survey in December 1992..
 BU2103
 BU2103.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2103.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2103
 BU2103.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2103
 BU2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2103
 BU2103.The ellipsoidal height was determined by GPS observations
 BU2103.and is referenced to NAD 83.
 BU2103
 BU2103.The geoid height was determined by GEOID03.
 BU2103
 BU2103;                    North         East     Units Scale Factor Converg.
 BU2103;SPC AL W     -   217,760.755   616,049.878   MT  0.99993651   +0 05 23.6
 BU2103;UTM  16      - 3,536,508.528   468,798.396   MT  0.99961201   -0 10 29.3
 BU2103
 BU2103!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2103!SPC AL W     -   0.99999946  x   0.99993651  =   0.99993597
 BU2103!UTM  16      -   0.99999946  x   0.99961201  =   0.99961147
 BU2103
 BU2103:                Primary Azimuth Mark                     Grid Az
 BU2103:SPC AL W     -  66 6                                     294 31 50.9
 BU2103:UTM  16      -  66 6                                     294 47 43.8
 BU2103
 BU2103|---------------------------------------------------------------------|
 BU2103| PID    Reference Object                     Distance      Geod. Az  |
 BU2103|                                                           dddmmss.s |
 BU2103| BU2102 66 6                                455.229 METERS 2943714.5 |
 BU2103|---------------------------------------------------------------------|
 BU2103
 BU2103                          SUPERSEDED SURVEY CONTROL
 BU2103
 BU2103  ELLIP H (12/04/92)    3.50   (m)                       GP(       ) 4 1
 BU2103  NAD 83(1986)-  31 57 50.91645(N)    087 19 48.72947(W) AD(       ) 1
 BU2103  NGVD 29 (12/04/92)   31.2    (m)          102.     (f) GPS OBS        
 BU2103
 BU2103.Superseded values are not recommended for survey control.
 BU2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2103.See file dsdata.txt to determine how the superseded data were derived.
 BU2103
 BU2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA6879836509(NAD 83)
 BU2103_MARKER: DD = SURVEY DISK
 BU2103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2103_SP_SET: CONCRETE POST
 BU2103_STAMPING: 66-7 1991
 BU2103_MARK LOGO: ALHD  
 BU2103_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2103+STABILITY: SURFACE MOTION
 BU2103_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2103+SATELLITE: SATELLITE OBSERVATIONS - March 31, 1992
 BU2103
 BU2103  HISTORY     - Date     Condition        Report By
 BU2103  HISTORY     - 1991     MONUMENTED       ALHD
 BU2103  HISTORY     - 19920331 GOOD
 BU2103
 BU2103                          STATION DESCRIPTION
 BU2103
 BU2103'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2103'THE STATION IS LOCATED IN WILCOX COUNTY ON THE NORTHWEST RIGHT OF WAY
 BU2103'OF ALA 41, ABOUT 2.95 MI (4.75 KM) SOUTHWEST OF CAMDEN AND ABOUT
 BU2103'15.00 MI (24.14 KM) EAST-SOUTHEAST OF PINE HILL.
 BU2103'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 221 (MILE
 BU2103'POST 1.90 ON ALA 221 AND MILE POST 75.65 ON ALA 10) ON THE WEST SIDE
 BU2103'OF CAMDEN, DRIVE SOUTH ON ALA 221 FOR 1.90 MI (3.06 KM) TO MILE POST
 BU2103'0 ON ALA 221 AND MILE POST 84.70 ON ALA 41 AND ALA 41 LEFT AND RIGHT,
 BU2103'TURN LEFT ON ALA 41 AND DRIVE NORTHEAST FOR 0.35 MI (0.56 KM) TO MILE
 BU2103'POST 85.05 AND THE STATION ON THE LEFT.
 BU2103'THE STATION IS 3.1 FT (0.9 M) SOUTHEAST OF A FOUR-STRAND BARBED WIRE
 BU2103'FENCE ON OLD WOOD POSTS, 7.9 FT (2.4 M) EAST-NORTHEAST OF THE
 BU2103'NORTHEAST ONE OF TWO CONNECTED POSTS IN THE FENCE LINE, 37.0 FT
 BU2103'(11.3 M) NORTHWEST OF THE CENTERLINE OF ALA 41, 144.6 FT (44.1 M)
 BU2103'WEST OF TELEPHONE CABLE PEDESTAL NO. 26 A ACROSS ALA 41, 2.9 FT
 BU2103'(0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2103'GROUND.
 BU2103'STATION 66-6 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2103
 BU2103                          STATION RECOVERY (1992)
 BU2103
 BU2103'RECOVERED 1992
 BU2103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8515 ***********************************************************************
 AA8515  DESIGNATION -  66 8
 AA8515  PID         -  AA8515
 AA8515  STATE/COUNTY-  AL/WILCOX
 AA8515  USGS QUAD   -  LOWER PEACH TREE (1973)
 AA8515
 AA8515                         *CURRENT SURVEY CONTROL
 AA8515  ___________________________________________________________________
 AA8515* NAD 83(1992)-  31 49 51.12511(N)    087 34 28.20633(W)     ADJUSTED  
 AA8515* NAVD 88     -        56.8    (meters)     186.     (feet)  VERTCON   
 AA8515  ___________________________________________________________________
 AA8515  X           -     229,545.136 (meters)                     COMP
 AA8515  Y           -  -5,419,138.171 (meters)                     COMP
 AA8515  Z           -   3,344,527.548 (meters)                     COMP
 AA8515  LAPLACE CORR-          -1.70  (seconds)                    DEFLEC99
 AA8515  ELLIP HEIGHT-          28.94  (meters)          (07/29/02) GPS OBS
 AA8515  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA8515
 AA8515  HORZ ORDER  -  FIRST
 AA8515  ELLP ORDER  -  FOURTH    CLASS I
 AA8515
 AA8515.The horizontal coordinates were established by GPS observations
 AA8515.and adjusted by the National Geodetic Survey in September 1995..
 AA8515
 AA8515.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8515.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8515
 AA8515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8515
 AA8515.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8515
 AA8515.The ellipsoidal height was determined by GPS observations
 AA8515.and is referenced to NAD 83.
 AA8515
 AA8515.The geoid height was determined by GEOID03.
 AA8515
 AA8515;                    North         East     Units Scale Factor Converg.
 AA8515;SPC AL W     -   202,973.674   592,947.672   MT  0.99993395   -0 02 21.5
 AA8515;UTM  16      - 3,521,832.699   445,635.456   MT  0.99963645   -0 18 10.8
 AA8515
 AA8515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8515!SPC AL W     -   0.99999546  x   0.99993395  =   0.99992941
 AA8515!UTM  16      -   0.99999546  x   0.99963645  =   0.99963191
 AA8515
 AA8515:                Primary Azimuth Mark                     Grid Az
 AA8515:SPC AL W     -  66 9                                     073 01 59.0
 AA8515:UTM  16      -  66 9                                     073 17 48.3
 AA8515
 AA8515|---------------------------------------------------------------------|
 AA8515| PID    Reference Object                     Distance      Geod. Az  |
 AA8515|                                                           dddmmss.s |
 AA8515| AA8516 66 9                                451.760 METERS 0725937.5 |
 AA8515|---------------------------------------------------------------------|
 AA8515
 AA8515                          SUPERSEDED SURVEY CONTROL
 AA8515
 AA8515  ELLIP H (09/29/95)   28.98   (m)                       GP(       ) 3 2
 AA8515  NGVD 29 (09/29/95)   56.8    (m)          186.     (f) GPS OBS        
 AA8515
 AA8515.Superseded values are not recommended for survey control.
 AA8515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8515.See file dsdata.txt to determine how the superseded data were derived.
 AA8515
 AA8515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA4563521833(NAD 83)
 AA8515_MARKER: DD = SURVEY DISK
 AA8515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8515_STAMPING: 66-8 1994
 AA8515_MARK LOGO: ALHD  
 AA8515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8515+STABILITY: SURFACE MOTION
 AA8515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8515+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8515
 AA8515  HISTORY     - Date     Condition        Report By
 AA8515  HISTORY     - 1994     MONUMENTED       ALHD
 AA8515
 AA8515                          STATION DESCRIPTION
 AA8515
 AA8515'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8515'THE STATION IS LOCATED IN WILCOX COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA8515'OF WILCOX COUNTY ROAD NO. 35, ABOUT 10.35 MI (16.66 KM) SOUTH OF PINE
 AA8515'HILL AND ABOUT 20.10 MI (32.35 KM) SOUTHWEST OF CAMDEN. TO REACH THE
 AA8515'STATION FROM THE JUNCTION OF ALA 5 AND ALA 10 (MILE POST 11.05 ON ALA
 AA8515'5 AND MILE POST 59.80 ON ALA 10) IN PINE HILL, DRIVE SOUTHWEST ON ALA
 AA8515'5 FOR 4.70 MI (7.56 KM) TO MILE POST 6.35 AND WILCOX COUNTY ROAD NO. 1
 AA8515'ON THE LEFT, TURN LEFT ON WILCOX COUNTY ROAD NO. 1, AND DRIVE
 AA8515'SOUTHEAST FOR 11.60 MI (18.67 KM) TO WILCOX COUNTY ROAD NO. 35 LEFT
 AA8515'AND RIGHT AT A CROSS ROAD IN LOWER PEACH TREE, TURN RIGHT ON WILCOX
 AA8515'COUNTY ROAD NO. 35 AND DRIVE SOUTHWEST FOR 1.90 MI (3.06 KM) TO THE
 AA8515'STATION ON THE LEFT. THE STATION IS 29.0 FT (8.8 M) SOUTHEAST OF THE
 AA8515'CENTER OF WILCOX COUNTY ROAD NO. 35, 77.8 FT (23.7 M) EAST-SOUTHEAST
 AA8515'OF A POWER POLE WITH ONE GUY WIRE ACROSS THE ROAD, 2.3 FT (0.7 M)
 AA8515'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA8515'STATION 66-9 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA8516 ***********************************************************************
 AA8516  DESIGNATION -  66 9
 AA8516  PID         -  AA8516
 AA8516  STATE/COUNTY-  AL/WILCOX
 AA8516  USGS QUAD   -  LOWER PEACH TREE (1973)
 AA8516
 AA8516                         *CURRENT SURVEY CONTROL
 AA8516  ___________________________________________________________________
 AA8516* NAD 83(1992)-  31 49 55.41457(N)    087 34 11.77764(W)     ADJUSTED  
 AA8516* NAVD 88     -        56.6    (meters)     186.     (feet)  VERTCON   
 AA8516  ___________________________________________________________________
 AA8516  X           -     229,973.800 (meters)                     COMP
 AA8516  Y           -  -5,419,050.089 (meters)                     COMP
 AA8516  Z           -   3,344,639.697 (meters)                     COMP
 AA8516  LAPLACE CORR-          -1.62  (seconds)                    DEFLEC99
 AA8516  ELLIP HEIGHT-          28.75  (meters)          (07/29/02) GPS OBS
 AA8516  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 AA8516
 AA8516  HORZ ORDER  -  FIRST
 AA8516  ELLP ORDER  -  FOURTH    CLASS I
 AA8516
 AA8516.The horizontal coordinates were established by GPS observations
 AA8516.and adjusted by the National Geodetic Survey in September 1995..
 AA8516
 AA8516.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA8516.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA8516
 AA8516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA8516
 AA8516.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA8516
 AA8516.The ellipsoidal height was determined by GPS observations
 AA8516.and is referenced to NAD 83.
 AA8516
 AA8516.The geoid height was determined by GEOID03.
 AA8516
 AA8516;                    North         East     Units Scale Factor Converg.
 AA8516;SPC AL W     -   203,105.498   593,379.740   MT  0.99993387   -0 02 12.8
 AA8516;UTM  16      - 3,521,962.494   446,067.997   MT  0.99963587   -0 18 02.2
 AA8516
 AA8516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA8516!SPC AL W     -   0.99999549  x   0.99993387  =   0.99992936
 AA8516!UTM  16      -   0.99999549  x   0.99963587  =   0.99963136
 AA8516
 AA8516:                Primary Azimuth Mark                     Grid Az
 AA8516:SPC AL W     -  66 8                                     253 01 59.0
 AA8516:UTM  16      -  66 8                                     253 17 48.4
 AA8516
 AA8516|---------------------------------------------------------------------|
 AA8516| PID    Reference Object                     Distance      Geod. Az  |
 AA8516|                                                           dddmmss.s |
 AA8516| AA8515 66 8                                451.760 METERS 2525946.2 |
 AA8516|---------------------------------------------------------------------|
 AA8516
 AA8516                          SUPERSEDED SURVEY CONTROL
 AA8516
 AA8516  ELLIP H (09/29/95)   28.79   (m)                       GP(       ) 3 2
 AA8516  NGVD 29 (09/29/95)   56.6    (m)          186.     (f) GPS OBS        
 AA8516
 AA8516.Superseded values are not recommended for survey control.
 AA8516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA8516.See file dsdata.txt to determine how the superseded data were derived.
 AA8516
 AA8516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA4606821962(NAD 83)
 AA8516_MARKER: DD = SURVEY DISK
 AA8516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA8516_STAMPING: 66-9 1994
 AA8516_MARK LOGO: ALHD  
 AA8516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA8516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA8516+STABILITY: SURFACE MOTION
 AA8516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA8516+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA8516
 AA8516  HISTORY     - Date     Condition        Report By
 AA8516  HISTORY     - 1994     MONUMENTED       ALHD
 AA8516
 AA8516                          STATION DESCRIPTION
 AA8516
 AA8516'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA8516'THE STATION IS LOCATED IN WILCOX COUNTY ON THE NORTH RIGHT OF WAY OF
 AA8516'WILCOX COUNTY ROAD NO. 35, ABOUT 10.20 MI (16.41 KM) SOUTH OF PINE
 AA8516'HILL AND ABOUT 19.75 MI (31.78 KM) SOUTHWEST OF CAMDEN. TO REACH THE
 AA8516'STATION FROM THE JUNCTION OF ALA 5 AND ALA 10 (MILE POST 11.05 ON ALA
 AA8516'5 AND MILE POST 59.80 ON ALA 10) IN PINE HILL, DRIVE SOUTHWEST ON ALA
 AA8516'5 4.70 MI (7.56 KM) TO MILE POST 6.35 AND WILCOX COUNTY ROAD NO. 1 ON
 AA8516'THE LEFT, TURN LEFT ON WILCOX COUNTY ROAD NO. 1, AND DRIVE SOUTHEAST
 AA8516'FOR 11.60 MI (18.67 KM) TO WILCOX COUNTY ROAD NO. 35 LEFT AND RIGHT AT
 AA8516'A CROSS ROAD IN LOWER PEACH TREE, TURN RIGHT ON WILCOX COUNTY ROAD NO.
 AA8516'35 AND DRIVE SOUTHWEST FOR 1.60 MI (2.57 KM) TO THE STATION ON THE
 AA8516'RIGHT. THE STATION IS 31.7 FT (9.7 M) NORTH OF THE CENTER OF WILCOX
 AA8516'COUNTY ROAD NO. 35, 147.0 FT (44.8 M) EAST-NORTHEAST OF A POWER POLE
 AA8516'WITH ONE GUY WIRE, 2.5 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS
 AA8516'POST, AND SET FLUSH WITH THE GROUND. STATION 66-8 1994 MAY BE USED AS
 AA8516'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1632 ***********************************************************************
 DH1632  DESIGNATION -  663.1
 DH1632  PID         -  DH1632
 DH1632  STATE/COUNTY-  AL/BIBB
 DH1632  USGS QUAD   -  PEARSON (1983)
 DH1632
 DH1632                         *CURRENT SURVEY CONTROL
 DH1632  ___________________________________________________________________
 DH1632* NAD 83(1986)-  33 01 53.     (N)    087 16 58.     (W)     SCALED    
 DH1632* NAVD 88     -       101.732  (meters)     333.77   (feet)  ADJUSTED  
 DH1632  ___________________________________________________________________
 DH1632  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DH1632  DYNAMIC HT  -         101.616 (meters)     333.39  (feet)  COMP
 DH1632  MODELED GRAV-     979,499.1   (mgal)                       NAVD 88
 DH1632
 DH1632  VERT ORDER  -  SECOND    CLASS 0
 DH1632
 DH1632.The horizontal coordinates were scaled from a topographic map and have
 DH1632.an estimated accuracy of +/- 6 seconds.
 DH1632
 DH1632.The orthometric height was determined by differential leveling
 DH1632.and adjusted by the National Geodetic Survey in June 1991..
 DH1632
 DH1632.The geoid height was determined by GEOID03.
 DH1632
 DH1632.The dynamic height is computed by dividing the NAVD 88
 DH1632.geopotential number by the normal gravity value computed on the
 DH1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1632.degrees latitude (g = 980.6199 gals.).
 DH1632
 DH1632.The modeled gravity was interpolated from observed gravity values.
 DH1632
 DH1632;                    North         East    Units  Estimated Accuracy
 DH1632;SPC AL W     -   336,110.      620,290.      MT  (+/- 180 meters Scaled)
 DH1632
 DH1632                          SUPERSEDED SURVEY CONTROL
 DH1632
 DH1632  NGVD 29 (??/??/92)  101.699  (m)          333.66   (f) ADJ UNCH    2 0
 DH1632
 DH1632.Superseded values are not recommended for survey control.
 DH1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1632.See file dsdata.txt to determine how the superseded data were derived.
 DH1632
 DH1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB735548(NAD 83)
 DH1632_MARKER: B = BOLT
 DH1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1632+STABILITY: SURFACE MOTION
 DH1632
 DH1632  HISTORY     - Date     Condition        Report By
 DH1632  HISTORY     - UNK      MONUMENTED       ALHD
 DH1632  HISTORY     - 1935     GOOD             NGS
 DH1632
 DH1632                          STATION DESCRIPTION
 DH1632
 DH1632'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH1632'3.7 MI SE FROM HAGLER.
 DH1632'ALONG THE MOBILE AND OHIO RAILROAD AT ITS INTERSECTION WITH STATE
 DH1632'HIGHWAY NO. 6, 32 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, AND 45
 DH1632'FEET NORTH OF THE CENTERLINE OF THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0755 ***********************************************************************
 EF0755  DESIGNATION -  67
 EF0755  PID         -  EF0755
 EF0755  STATE/COUNTY-  AL/LAUDERDALE
 EF0755  USGS QUAD   -  ROGERSVILLE (1974)
 EF0755
 EF0755                         *CURRENT SURVEY CONTROL
 EF0755  ___________________________________________________________________
 EF0755* NAD 83(1986)-  34 46 47.     (N)    087 18 30.     (W)     SCALED    
 EF0755* NAVD 88     -       181.516  (meters)     595.52   (feet)  POSTED    
 EF0755  ___________________________________________________________________
 EF0755  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 EF0755  DYNAMIC HT  -         181.350 (meters)     594.98  (feet)  COMP
 EF0755  MODELED GRAV-     979,704.3   (mgal)                       NAVD 88
 EF0755
 EF0755  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EF0755
 EF0755.The horizontal coordinates were scaled from a topographic map and have
 EF0755.an estimated accuracy of +/- 6 seconds.
 EF0755
 EF0755.The orthometric height was determined by differential leveling
 EF0755.and adjusted by the National Geodetic Survey in 1992..
 EF0755.No vertical observational check was made to the station.
 EF0755.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EF0755.was located on a no-check spur therefore a value was not computed.
 EF0755
 EF0755.The geoid height was determined by GEOID03.
 EF0755
 EF0755.The dynamic height is computed by dividing the NAVD 88
 EF0755.geopotential number by the normal gravity value computed on the
 EF0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0755.degrees latitude (g = 980.6199 gals.).
 EF0755
 EF0755.The modeled gravity was interpolated from observed gravity values.
 EF0755
 EF0755;                    North         East    Units  Estimated Accuracy
 EF0755;SPC AL W     -   530,020.      617,540.      MT  (+/- 180 meters Scaled)
 EF0755
 EF0755                          SUPERSEDED SURVEY CONTROL
 EF0755
 EF0755  NGVD 29 (??/??/92)  181.461  (m)          595.34   (f) ADJ UNCH    1 2
 EF0755
 EF0755.Superseded values are not recommended for survey control.
 EF0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0755.See file dsdata.txt to determine how the superseded data were derived.
 EF0755
 EF0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD717486(NAD 83)
 EF0755_MARKER: DD = SURVEY DISK
 EF0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0755+STABILITY: SURFACE MOTION
 EF0755
 EF0755  HISTORY     - Date     Condition        Report By
 EF0755  HISTORY     - UNK      MONUMENTED       USE
 EF0755  HISTORY     - 1933     GOOD             NGS
 EF0755  HISTORY     - 1950     GOOD             TVA
 EF0755  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF0755
 EF0755                          STATION DESCRIPTION
 EF0755
 EF0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0755'23.5 MI NW FROM DECATUR.
 EF0755'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 183 1/2,
 EF0755'APPROXIMATELY 1 MILE FROM LAMBS FERRY.  ON HIGHWAY FROM FERRY TO
 EF0755'ROGERSVILLE.  ON FIRST KNOLL FROM RIVER ON WEST SIDE OF ROAD IN
 EF0755'SOUTHEAST CORNER OF GARDEN.  NOTE-- MONUMENT IS 2 FT. EAST OF MARKER.
 EF0755
 EF0755                          STATION RECOVERY (1950)
 EF0755
 EF0755'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0755'RECOVERED IN GOOD CONDITION.
 EF0755
 EF0755                          STATION RECOVERY (1973)
 EF0755
 EF0755'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF0755'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1663 ***********************************************************************
 EF1663  DESIGNATION -  67 1
 EF1663  PID         -  EF1663
 EF1663  STATE/COUNTY-  AL/WINSTON
 EF1663  USGS QUAD   -  LYNN (1983)
 EF1663
 EF1663                         *CURRENT SURVEY CONTROL
 EF1663  ___________________________________________________________________
 EF1663* NAD 83(1992)-  34 04 06.80279(N)    087 31 17.13505(W)     ADJUSTED  
 EF1663* NAVD 88     -       238.5    (meters)     782.     (feet)  VERTCON   
 EF1663  ___________________________________________________________________
 EF1663  X           -     228,734.600 (meters)                     COMP
 EF1663  Y           -  -5,284,229.253 (meters)                     COMP
 EF1663  Z           -   3,552,866.942 (meters)                     COMP
 EF1663  LAPLACE CORR-          -0.08  (seconds)                    DEFLEC99
 EF1663  ELLIP HEIGHT-         211.59  (meters)          (07/29/02) GPS OBS
 EF1663  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EF1663
 EF1663  HORZ ORDER  -  FIRST
 EF1663  ELLP ORDER  -  FOURTH    CLASS I
 EF1663
 EF1663.The horizontal coordinates were established by GPS observations
 EF1663.and adjusted by the National Geodetic Survey in December 1992..
 EF1663
 EF1663.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1663.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1663
 EF1663.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1663
 EF1663.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1663
 EF1663.The ellipsoidal height was determined by GPS observations
 EF1663.and is referenced to NAD 83.
 EF1663
 EF1663.The geoid height was determined by GEOID03.
 EF1663
 EF1663;                    North         East     Units Scale Factor Converg.
 EF1663;SPC AL W     -   451,122.649   598,022.250   MT  0.99993338   -0 00 43.2
 EF1663;UTM  16      - 3,769,880.055   451,885.871   MT  0.99962854   -0 17 31.6
 EF1663
 EF1663!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1663!SPC AL W     -   0.99996679  x   0.99993338  =   0.99990017
 EF1663!UTM  16      -   0.99996679  x   0.99962854  =   0.99959534
 EF1663
 EF1663                          SUPERSEDED SURVEY CONTROL
 EF1663
 EF1663  ELLIP H (12/04/92)  211.62   (m)                       GP(       ) 4 1
 EF1663  NAD 83(1992)-  34 04 06.80967(N)    087 31 17.13138(W) AD(       ) 1
 EF1663  NGVD 29 (12/04/92)  238.4    (m)          782.     (f) GPS OBS        
 EF1663
 EF1663.Superseded values are not recommended for survey control.
 EF1663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1663.See file dsdata.txt to determine how the superseded data were derived.
 EF1663
 EF1663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5188669880(NAD 83)
 EF1663_MARKER: DD = SURVEY DISK
 EF1663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1663_SP_SET: CONCRETE POST
 EF1663_STAMPING: 67 - 1 1989
 EF1663_MARK LOGO: ALHD  
 EF1663_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1663+STABILITY: SURFACE MOTION
 EF1663_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1663+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EF1663
 EF1663  HISTORY     - Date     Condition        Report By
 EF1663  HISTORY     - 1989     MONUMENTED       ALHD
 EF1663  HISTORY     - 20050210 POOR             ALHD
 EF1663
 EF1663                          STATION DESCRIPTION
 EF1663
 EF1663'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1663'THE STATION IS LOCATED IN WINSTON COUNTY ON THE WEST RIGHT OF WAY OF
 EF1663'WINSTON COUNTY ROAD NO. 25, ABOUT 2.2 MI (3.5 KM) NORTHEAST OF LYNN
 EF1663'AND ABOUT 8.8 MI (14.2 KM) SOUTHWEST OF DOUBLE SPRINGS.
 EF1663'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND WINSTON COUNTY
 EF1663'ROAD NO. 17 (MILE POST 13.20 ON U. S. 278), ABOUT 4.6 MI (7.4 KM)
 EF1663'EAST OF NATURAL BRIDGE, DRIVE SOUTHEASTERLY ON WINSTON COUNTY ROAD NO.
 EF1663'17 2.70 MI (4.35 KM) TO WINSTON COUNTY ROAD NO. 37 ON THE LEFT, TURN
 EF1663'LEFT ON WINSTON COUNTY ROAD NO. 37 AND DRIVE SOUTHEASTERLY 2.20 MI
 EF1663'(3.54 KM) TO A PAVED CROSS ROADS WITH WINSTON COUNTY ROAD NO. 25 LEFT
 EF1663'AND RIGHT, TURN RIGHT ON WINSTON COUNTY ROAD NO. 25 AND DRIVE WEST
 EF1663'AND SOUTHWEST 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT ACROSS
 EF1663'THE ROAD FROM A FRAME HOUSE AND A COUNTRY STORE.
 EF1663'THE STATION IS 28.0 FT (8.5 M) WEST OF THE CENTER OF WINSTON COUNTY
 EF1663'ROAD NO. 25, 2.9 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE
 EF1663'ON METAL POSTS, 69.0 FT (21.0 M) WEST - SOUTHWEST OF A POWER POLE IN
 EF1663'THE NORTHWEST CORNER OF THE FRONT YARD OF A FRAME HOUSE, 73.0 FT
 EF1663'(22.3 M) NORTHWEST OF A POWER POLE WITH A TRANSFORMER AND A NIGHT
 EF1663'LIGHT IN THE SOUTHWEST CORNER OF THE FRONT YARD OF A FRAME HOUSE, 2.5
 EF1663'FT (0.8 M) EAST OF A CARSONITE WITNESS POST, LOCATED IN FRONT OF AND
 EF1663'ACROSS WINSTON COUNTY ROAD NO. 25 FROM MR. MORGAN JACKSONS HOUSE, AND
 EF1663'SET FLUSH WITH THE GROUND.
 EF1663'TRIANGULATION STATION MILLSTONE 1939 MAY BE USED AS AN AZIMUTH FOR
 EF1663'THIS STATION.
 EF1663'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY -
 EF1663'MR. MORGAN JACKSON
 EF1663'ROUTE 1, BOX 934
 EF1663'LYNN, ALABAMA 35575
 EF1663'PHONE - 205 - 893 - 5851
 EF1663
 EF1663                          STATION RECOVERY (2005)
 EF1663
 EF1663'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1663'TOP OF MARK, INCLUDING CAP HAS BEEN REMOVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1703 ***********************************************************************
 EF1703  DESIGNATION -  67 10
 EF1703  PID         -  EF1703
 EF1703  STATE/COUNTY-  AL/WINSTON
 EF1703  USGS QUAD   -  HALEYVILLE EAST (1982)
 EF1703
 EF1703                         *CURRENT SURVEY CONTROL
 EF1703  ___________________________________________________________________
 EF1703* NAD 83(1992)-  34 14 19.93485(N)    087 35 53.54235(W)     ADJUSTED  
 EF1703* NAVD 88     -       300.8    (meters)     987.     (feet)  VERTCON   
 EF1703  ___________________________________________________________________
 EF1703  X           -     221,210.887 (meters)                     COMP
 EF1703  Y           -  -5,273,985.400 (meters)                     COMP
 EF1703  Z           -   3,568,536.619 (meters)                     COMP
 EF1703  LAPLACE CORR-           2.09  (seconds)                    DEFLEC99
 EF1703  ELLIP HEIGHT-         274.24  (meters)          (07/29/02) GPS OBS
 EF1703  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EF1703
 EF1703  HORZ ORDER  -  FIRST
 EF1703  ELLP ORDER  -  FOURTH    CLASS I
 EF1703
 EF1703.The horizontal coordinates were established by GPS observations
 EF1703.and adjusted by the National Geodetic Survey in December 1992..
 EF1703
 EF1703.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1703
 EF1703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1703
 EF1703.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1703
 EF1703.The ellipsoidal height was determined by GPS observations
 EF1703.and is referenced to NAD 83.
 EF1703
 EF1703.The geoid height was determined by GEOID03.
 EF1703
 EF1703;                    North         East     Units Scale Factor Converg.
 EF1703;SPC AL W     -   470,017.704   590,953.317   MT  0.99993434   -0 03 18.9
 EF1703;UTM  16      - 3,788,803.821   444,911.695   MT  0.99963741   -0 20 11.7
 EF1703
 EF1703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1703!SPC AL W     -   0.99995695  x   0.99993434  =   0.99989129
 EF1703!UTM  16      -   0.99995695  x   0.99963741  =   0.99959438
 EF1703
 EF1703|---------------------------------------------------------------------|
 EF1703| PID    Reference Object                     Distance      Geod. Az  |
 EF1703|                                                           dddmmss.s |
 EF1703| EF1704 67 11                               397.556 METERS 07946     |
 EF1703|---------------------------------------------------------------------|
 EF1703
 EF1703                          SUPERSEDED SURVEY CONTROL
 EF1703
 EF1703  ELLIP H (12/04/92)  274.28   (m)                       GP(       ) 4 1
 EF1703  NAD 83(1992)-  34 14 19.94284(N)    087 35 53.54063(W) AD(       ) 1
 EF1703  NGVD 29 (12/04/92)  300.7    (m)          987.     (f) GPS OBS        
 EF1703
 EF1703.Superseded values are not recommended for survey control.
 EF1703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1703.See file dsdata.txt to determine how the superseded data were derived.
 EF1703
 EF1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4491288804(NAD 83)
 EF1703_MARKER: DD = SURVEY DISK
 EF1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1703_SP_SET: CONCRETE POST
 EF1703_STAMPING: 67 - 10 1990
 EF1703_MARK LOGO: ALHD  
 EF1703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1703+STABILITY: SURFACE MOTION
 EF1703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1703+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 EF1703
 EF1703  HISTORY     - Date     Condition        Report By
 EF1703  HISTORY     - 1990     MONUMENTED       ALHD
 EF1703  HISTORY     - 20050411 GOOD             ALPCO
 EF1703
 EF1703                          STATION DESCRIPTION
 EF1703
 EF1703'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1703'THE STATION IS LOCATED IN WINSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1703'ALA 195 IN THE EAST SIDE OF HALEYVILLE.
 EF1703'TO REACH THE STATION FROM THE JUNCTION OF ALA 5, ALA 13, AND ALA 195
 EF1703'IN HALEYVILLE, DRIVE EAST ON ALA 195 2.82 KM (1.75 MI) TO MILE POST
 EF1703'42.50 AND THE STATION ON THE RIGHT.
 EF1703'THE STATION IS LOCATED IN FRONT OF THE VILLAGE EAST SHOPPING CENTER,
 EF1703'9.20 M (30.18 FT) SOUTH - SOUTHEAST OF THE CENTERLINE OF ALA 195,
 EF1703'10.52 M (34.51 FT) NORTH - NORTHWEST OF THE SOUTH CURB OF THE PARKING
 EF1703'LOT, 22.62 M (74.21 FT) WEST - SOUTHWEST OF TRANSFORMER POWER POLE
 EF1703'NO. 5328, 26.43 M (86.71 FT) WEST OF THE NORTH POST OF A LARGE WAL -
 EF1703'MART SIGN, 0.73 M (2.40 FT) NORTH - NORTHWEST OF A CARSONITE WITNESS
 EF1703'POST, AND SET FLUSH WITH THE GROUND.
 EF1703'STATION 67 - 11 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1703
 EF1703                          STATION RECOVERY (2005)
 EF1703
 EF1703'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (SL)
 EF1703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1704 ***********************************************************************
 EF1704  DESIGNATION -  67 11
 EF1704  PID         -  EF1704
 EF1704  STATE/COUNTY-  AL/WINSTON
 EF1704  USGS QUAD   -  HALEYVILLE EAST (1982)
 EF1704
 EF1704                         *CURRENT SURVEY CONTROL
 EF1704  ___________________________________________________________________
 EF1704* NAD 83(1992)-  34 14 22.22550(N)    087 35 38.25371(W)     ADJUSTED  
 EF1704* NAVD 88     -       292.6    (meters)     960.     (feet)  VERTCON   
 EF1704  ___________________________________________________________________
 EF1704  X           -     221,599.850 (meters)                     COMP
 EF1704  Y           -  -5,273,922.553 (meters)                     COMP
 EF1704  Z           -   3,568,590.368 (meters)                     COMP
 EF1704  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 EF1704  ELLIP HEIGHT-         266.06  (meters)          (07/29/02) GPS OBS
 EF1704  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EF1704
 EF1704  HORZ ORDER  -  FIRST
 EF1704  ELLP ORDER  -  FOURTH    CLASS I
 EF1704
 EF1704.The horizontal coordinates were established by GPS observations
 EF1704.and adjusted by the National Geodetic Survey in December 1992..
 EF1704
 EF1704.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1704
 EF1704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1704
 EF1704.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1704
 EF1704.The ellipsoidal height was determined by GPS observations
 EF1704.and is referenced to NAD 83.
 EF1704
 EF1704.The geoid height was determined by GEOID03.
 EF1704
 EF1704;                    North         East     Units Scale Factor Converg.
 EF1704;SPC AL W     -   470,087.912   591,344.598   MT  0.99993426   -0 03 10.3
 EF1704;UTM  16      - 3,788,872.087   445,303.200   MT  0.99963688   -0 20 03.1
 EF1704
 EF1704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1704!SPC AL W     -   0.99995824  x   0.99993426  =   0.99989250
 EF1704!UTM  16      -   0.99995824  x   0.99963688  =   0.99959513
 EF1704
 EF1704|---------------------------------------------------------------------|
 EF1704| PID    Reference Object                     Distance      Geod. Az  |
 EF1704|                                                           dddmmss.s |
 EF1704| EF1703 67 10                               397.556 METERS 25946     |
 EF1704|---------------------------------------------------------------------|
 EF1704
 EF1704                          SUPERSEDED SURVEY CONTROL
 EF1704
 EF1704  ELLIP H (12/04/92)  266.10   (m)                       GP(       ) 4 1
 EF1704  NAD 83(1992)-  34 14 22.23349(N)    087 35 38.25200(W) AD(       ) 1
 EF1704  NGVD 29 (12/04/92)  292.6    (m)          960.     (f) GPS OBS        
 EF1704
 EF1704.Superseded values are not recommended for survey control.
 EF1704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1704.See file dsdata.txt to determine how the superseded data were derived.
 EF1704
 EF1704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4530388872(NAD 83)
 EF1704_MARKER: DD = SURVEY DISK
 EF1704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1704_SP_SET: CONCRETE POST
 EF1704_STAMPING: 67 - 11 1990
 EF1704_MARK LOGO: ALHD  
 EF1704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1704+STABILITY: SURFACE MOTION
 EF1704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1704+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1704
 EF1704  HISTORY     - Date     Condition        Report By
 EF1704  HISTORY     - 1990     MONUMENTED       ALHD
 EF1704
 EF1704                          STATION DESCRIPTION
 EF1704
 EF1704'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1704'THE STATION IS LOCATED IN WINSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 EF1704'ALA 195 IN THE EAST SIDE OF HALEYVILLE.
 EF1704'TO REACH THE STATION FROM THE JUNCTION OF ALA 5, ALA 13, AND ALA 195
 EF1704'IN HALEYVILLE, DRIVE EAST ON ALA 195 3.30 KM (2.05 MI) TO MILE POST
 EF1704'42.20 AND THE STATION ON THE RIGHT.
 EF1704'THE STATION IS LOCATED IN FRONT OF A COMBINATION BRANCH BANK AND A
 EF1704'MORMON CHURCH, 9.75 M (31.99 FT) SOUTH - SOUTHEAST OF THE CENTERLINE
 EF1704'OF ALA 195, 17.28 M (56.69 FT) SOUTH - SOUTHEAST OF TELEPHONE CABLE
 EF1704'POLE NO. T1 83 ACROSS ALA 195, 29.57 M (97.01 FT) NORTHWEST OF THE
 EF1704'WEST END OF A CHURCH OF JESUS CHRIST OF THE LATTER DAY SAINTS SIGN,
 EF1704'30.91 M (101.41 FT) NORTHWEST OF THE WEST END OF A TRADERS AND
 EF1704'FARMERS BANK OF HALEYVILLE SIGN, 37.40 M (122.70 FT) WEST - SOUTHWEST
 EF1704'OF A JUNCTION POWER POLE, NO WITNESS POST WAS SET AND THE STATION IS
 EF1704'SET FLUSH WITH THE GROUND.
 EF1704'STATION 67 - 10 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7877 ***********************************************************************
 AA7877  DESIGNATION -  67 12
 AA7877  PID         -  AA7877
 AA7877  STATE/COUNTY-  AL/WINSTON
 AA7877  USGS QUAD   -  ADDISON (1983)
 AA7877
 AA7877                         *CURRENT SURVEY CONTROL
 AA7877  ___________________________________________________________________
 AA7877* NAD 83(1992)-  34 14 16.38916(N)    087 09 51.93113(W)     ADJUSTED  
 AA7877* NAVD 88     -       246.2    (meters)     808.     (feet)  VERTCON   
 AA7877  ___________________________________________________________________
 AA7877  X           -     261,133.794 (meters)                     COMP
 AA7877  Y           -  -5,272,175.394 (meters)                     COMP
 AA7877  Z           -   3,568,415.288 (meters)                     COMP
 AA7877  LAPLACE CORR-          -5.09  (seconds)                    DEFLEC99
 AA7877  ELLIP HEIGHT-         219.13  (meters)          (07/29/02) GPS OBS
 AA7877  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AA7877
 AA7877  HORZ ORDER  -  FIRST
 AA7877  ELLP ORDER  -  FOURTH    CLASS I
 AA7877
 AA7877.The horizontal coordinates were established by GPS observations
 AA7877.and adjusted by the National Geodetic Survey in August 1995..
 AA7877
 AA7877.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7877.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7877
 AA7877.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7877
 AA7877.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7877
 AA7877.The ellipsoidal height was determined by GPS observations
 AA7877.and is referenced to NAD 83.
 AA7877
 AA7877.The geoid height was determined by GEOID03.
 AA7877
 AA7877;                    North         East     Units Scale Factor Converg.
 AA7877;SPC AL W     -   469,955.030   630,913.312   MT  0.99994511   +0 11 19.7
 AA7877;UTM  16      - 3,788,545.028   484,858.129   MT  0.99960283   -0 05 33.0
 AA7877
 AA7877!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7877!SPC AL W     -   0.99996560  x   0.99994511  =   0.99991071
 AA7877!UTM  16      -   0.99996560  x   0.99960283  =   0.99956845
 AA7877
 AA7877                          SUPERSEDED SURVEY CONTROL
 AA7877
 AA7877  ELLIP H (10/10/95)  219.17   (m)                       GP(       ) 4 2
 AA7877  NGVD 29 (08/31/95)  246.1    (m)          807.     (f) GPS OBS        
 AA7877
 AA7877.Superseded values are not recommended for survey control.
 AA7877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7877.See file dsdata.txt to determine how the superseded data were derived.
 AA7877
 AA7877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8485888545(NAD 83)
 AA7877_MARKER: DD = SURVEY DISK
 AA7877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7877_STAMPING: 67-12 1994
 AA7877_MARK LOGO: ALHD  
 AA7877_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7877+STABILITY: SURFACE MOTION
 AA7877_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7877+SATELLITE: SATELLITE OBSERVATIONS - May 26, 2006
 AA7877
 AA7877  HISTORY     - Date     Condition        Report By
 AA7877  HISTORY     - 1994     MONUMENTED       ALHD
 AA7877  HISTORY     - 20060526 GOOD             INDIV
 AA7877
 AA7877                          STATION DESCRIPTION
 AA7877
 AA7877'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7877'THE STATION IS LOCATED IN WINSTON COUNTY ON THE WEST RIGHT OF WAY OF
 AA7877'WINSTON COUNTY ROAD NO. 43, ABOUT 2.65 MI (4.26 KM) NORTH-NORTHEAST OF
 AA7877'ADDISON AND ABOUT 15.00 MI (24.14 KM) NORTHEAST OF DOUBLE SPRINGS.
 AA7877' 
 AA7877'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7877'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7877'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7877'EAST ON U.S. 278 FOR 15.95 MI (25.67 KM) TO MILE POST 37.10 AND
 AA7877'WINSTON COUNTY ROAD NO. 41 LEFT AND RIGHT AT A TRAFFIC LIGHT IN
 AA7877'ADDISON, TURN LEFT ON WINSTON COUNTY ROAD NO. 41 AND DRIVE NORTH FOR
 AA7877'1.75 MI (2.82 KM) TO WINSTON COUNTY ROAD NO. 43 ON THE RIGHT, TURN
 AA7877'RIGHT ON WINSTON COUNTY ROAD NO. 43 AND DRIVE NORTHEAST FOR 1.45 MI
 AA7877'(2.33 KM) TO THE STATION ON THE LEFT.
 AA7877' 
 AA7877'THE STATION IS 2.9 FT (0.9 M) EAST OF A FIVE STRAND BARBED WIRE FENCE
 AA7877'ON WHITE TOP, GREEN STEEL POSTS, 23.0 FT (7.0 M) WEST OF THE CENTER OF
 AA7877'WINSTON COUNTY ROAD NO. 43, 61.2 FT (18.7 M) NORTH OF A WOOD POST IN
 AA7877'THE FENCE LINE, 74.2 FT (22.6 M) SOUTH-SOUTHWEST OF A WINSTON COUNTY
 AA7877'80 DIRECTIONAL SIGN, 108.5 FT (33.1 M) SOUTHWEST OF A GRAPHIC CURVE
 AA7877'SIGN, 138.5 FT (42.2 M) NORTH-NORTHWEST OF TELEPHONE CABLE PEDESTAL
 AA7877'NO. 106 1 ACROSS THE ROAD, 144.6 FT (44.1 M) NORTH-NORTHWEST OF A
 AA7877'JUNCTION AND TRANSFORMER POWER POLE ACROSS THE ROAD, 170.0 FT (51.8 M)
 AA7877'NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION OF WINSTON COUNTY
 AA7877'ROAD NO. 43 AND WINSTON COUNTY ROAD NO. 80, 3.0 FT (0.9 M)
 AA7877'EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7877'GROUND.
 AA7877' 
 AA7877'STATION 67-13 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7877
 AA7877                          STATION RECOVERY (2006)
 AA7877
 AA7877'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RSE)
 AA7877'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7878 ***********************************************************************
 AA7878  DESIGNATION -  67 13
 AA7878  PID         -  AA7878
 AA7878  STATE/COUNTY-  AL/WINSTON
 AA7878  USGS QUAD   -  ADDISON (1983)
 AA7878
 AA7878                         *CURRENT SURVEY CONTROL
 AA7878  ___________________________________________________________________
 AA7878* NAD 83(1992)-  34 14 39.80483(N)    087 09 47.07836(W)     ADJUSTED  
 AA7878* NAVD 88     -       251.2    (meters)     824.     (feet)  VERTCON   
 AA7878  ___________________________________________________________________
 AA7878  X           -     261,237.944 (meters)                     COMP
 AA7878  Y           -  -5,271,767.910 (meters)                     COMP
 AA7878  Z           -   3,569,014.592 (meters)                     COMP
 AA7878  LAPLACE CORR-          -5.04  (seconds)                    DEFLEC99
 AA7878  ELLIP HEIGHT-         224.16  (meters)          (07/29/02) GPS OBS
 AA7878  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 AA7878
 AA7878  HORZ ORDER  -  FIRST
 AA7878  ELLP ORDER  -  FOURTH    CLASS I
 AA7878
 AA7878.The horizontal coordinates were established by GPS observations
 AA7878.and adjusted by the National Geodetic Survey in August 1995..
 AA7878
 AA7878.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7878.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7878
 AA7878.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7878
 AA7878.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7878
 AA7878.The ellipsoidal height was determined by GPS observations
 AA7878.and is referenced to NAD 83.
 AA7878
 AA7878.The geoid height was determined by GEOID03.
 AA7878
 AA7878;                    North         East     Units Scale Factor Converg.
 AA7878;SPC AL W     -   470,676.903   631,035.103   MT  0.99994520   +0 11 22.5
 AA7878;UTM  16      - 3,789,266.047   484,983.421   MT  0.99960278   -0 05 30.4
 AA7878
 AA7878!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7878!SPC AL W     -   0.99996481  x   0.99994520  =   0.99991001
 AA7878!UTM  16      -   0.99996481  x   0.99960278  =   0.99956761
 AA7878
 AA7878                          SUPERSEDED SURVEY CONTROL
 AA7878
 AA7878  ELLIP H (10/10/95)  224.20   (m)                       GP(       ) 4 2
 AA7878  NGVD 29 (08/31/95)  251.1    (m)          824.     (f) GPS OBS        
 AA7878
 AA7878.Superseded values are not recommended for survey control.
 AA7878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7878.See file dsdata.txt to determine how the superseded data were derived.
 AA7878
 AA7878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8498389266(NAD 83)
 AA7878_MARKER: DD = SURVEY DISK
 AA7878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7878_STAMPING: 67-13 1994
 AA7878_MARK LOGO: ALHD  
 AA7878_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7878+STABILITY: SURFACE MOTION
 AA7878_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7878+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7878
 AA7878  HISTORY     - Date     Condition        Report By
 AA7878  HISTORY     - 1994     MONUMENTED       ALHD
 AA7878
 AA7878                          STATION DESCRIPTION
 AA7878
 AA7878'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7878'THE STATION IS LOCATED IN WINSTON COUNTY ON THE WEST RIGHT OF WAY OF
 AA7878'WINSTON COUNTY ROAD NO. 43, ABOUT 3.05 MI (4.91 KM) NORTH-NORTHEAST OF
 AA7878'ADDISON AND ABOUT 15.25 MI (24.54 KM) NORTHEAST OF DOUBLE SPRINGS.
 AA7878' 
 AA7878'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7878'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7878'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7878'EAST ON U.S. 278 FOR 15.95 MI (25.67 KM) TO MILE POST 37.10 AND
 AA7878'WINSTON COUNTY ROAD NO. 41 LEFT AND RIGHT AT A TRAFFIC LIGHT IN
 AA7878'ADDISON, TURN LEFT ON WINSTON COUNTY ROAD NO. 41 AND DRIVE NORTH FOR
 AA7878'1.75 MI (2.82 KM) TO WINSTON COUNTY ROAD NO. 43 ON THE RIGHT, TURN
 AA7878'RIGHT ON WINSTON COUNTY ROAD NO. 43 AND DRIVE NORTHEAST FOR 1.90 MI
 AA7878'(3.06 KM) TO THE STATION ON THE LEFT.
 AA7878' 
 AA7878'THE STATION IS 3.0 FT (0.9 M) EAST OF A FIVE STRAND SMOOTH WIRE FENCE
 AA7878'ON WHITE STEEL POSTS, 19.1 FT (5.8 M) SOUTH OF A SIX BY SIX-INCH
 AA7878'BRACED WOOD POST AT AN ANGLE IN THE FENCE, 21.0 FT (6.4 M) WEST OF THE
 AA7878'CENTER OF WINSTON COUNTY ROAD NO. 43, 22.8 FT (6.9 M) SOUTH OF
 AA7878'TELEPHONE CABLE PEDESTAL NO. 3 97, 51.3 FT (15.6 M) WEST-SOUTHWEST OF
 AA7878'TELEPHONE CABLE PEDESTAL NO. 104 1 ACROSS THE ROAD, 67.0 FT (20.4 M)
 AA7878'SOUTH OF THE CENTER OF A PAVED AND GRAVEL DRIVEWAY, 3.0 FT (0.9 M)
 AA7878'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7878' 
 AA7878'STATION 67-12 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7879 ***********************************************************************
 AA7879  DESIGNATION -  67 14
 AA7879  PID         -  AA7879
 AA7879  STATE/COUNTY-  AL/WINSTON
 AA7879  USGS QUAD   -  HOUSTON (1981)
 AA7879
 AA7879                         *CURRENT SURVEY CONTROL
 AA7879  ___________________________________________________________________
 AA7879* NAD 83(1992)-  34 14 11.53491(N)    087 16 58.53745(W)     ADJUSTED  
 AA7879* NAVD 88     -       259.3    (meters)     851.     (feet)  VERTCON   
 AA7879  ___________________________________________________________________
 AA7879  X           -     250,233.609 (meters)                     COMP
 AA7879  Y           -  -5,272,799.458 (meters)                     COMP
 AA7879  Z           -   3,568,299.252 (meters)                     COMP
 AA7879  LAPLACE CORR-          -4.43  (seconds)                    DEFLEC99
 AA7879  ELLIP HEIGHT-         232.68  (meters)          (07/29/02) GPS OBS
 AA7879  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 AA7879
 AA7879  HORZ ORDER  -  FIRST
 AA7879  ELLP ORDER  -  FOURTH    CLASS I
 AA7879
 AA7879.The horizontal coordinates were established by GPS observations
 AA7879.and adjusted by the National Geodetic Survey in August 1995..
 AA7879
 AA7879.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7879
 AA7879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7879
 AA7879.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7879
 AA7879.The ellipsoidal height was determined by GPS observations
 AA7879.and is referenced to NAD 83.
 AA7879
 AA7879.The geoid height was determined by GEOID03.
 AA7879
 AA7879;                    North         East     Units Scale Factor Converg.
 AA7879;SPC AL W     -   469,775.844   619,997.164   MT  0.99993826   +0 07 19.7
 AA7879;UTM  16      - 3,788,419.482   473,944.902   MT  0.99960837   -0 09 33.0
 AA7879
 AA7879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7879!SPC AL W     -   0.99996348  x   0.99993826  =   0.99990174
 AA7879!UTM  16      -   0.99996348  x   0.99960837  =   0.99957186
 AA7879
 AA7879                          SUPERSEDED SURVEY CONTROL
 AA7879
 AA7879  ELLIP H (10/10/95)  232.72   (m)                       GP(       ) 4 2
 AA7879  NGVD 29 (08/31/95)  259.3    (m)          851.     (f) GPS OBS        
 AA7879
 AA7879.Superseded values are not recommended for survey control.
 AA7879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7879.See file dsdata.txt to determine how the superseded data were derived.
 AA7879
 AA7879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7394588419(NAD 83)
 AA7879_MARKER: DD = SURVEY DISK
 AA7879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7879_STAMPING: 67-14 1994
 AA7879_MARK LOGO: ALHD  
 AA7879_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7879+STABILITY: SURFACE MOTION
 AA7879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7879+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2006
 AA7879
 AA7879  HISTORY     - Date     Condition        Report By
 AA7879  HISTORY     - 1994     MONUMENTED       ALHD
 AA7879  HISTORY     - 20060528 GOOD             INDIV
 AA7879
 AA7879                          STATION DESCRIPTION
 AA7879
 AA7879'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7879'THE STATION IS LOCATED IN WINSTON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7879'A PAVED COUNTY ROAD, ABOUT 6.30 MI (10.14 KM) NORTHWEST OF ADDISON AND
 AA7879'ABOUT 9.20 MI (14.81 KM) NORTHEAST OF DOUBLE SPRINGS.
 AA7879' 
 AA7879'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7879'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7879'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7879'EAST ON U.S. 278 FOR 9.35 MI (15.05 KM) TO MILE POST 30.50 AND WINSTON
 AA7879'COUNTY ROAD NO. 63 LEFT, TURN LEFT ON WINSTON COUNTY ROAD NO. 63 AND
 AA7879'DRIVE NORTH FOR 6.75 MI (10.86 KM) TO A PAVED COUNTY ROAD ON THE RIGHT
 AA7879'AT MORELAND, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR
 AA7879'1.20 MI (1.93 KM) TO THE STATION ON THE LEFT.
 AA7879' 
 AA7879'THE STATION IS 3.1 FT (0.9 M) WEST OF TELEPHONE CABLE PEDESTAL NO. D
 AA7879'19 L 6, 4.2 FT (1.3 M) NORTH OF A ONE STRAND ELECTRIC FENCE ON WHITE
 AA7879'TOP, GREEN STEEL POSTS, 26.0 FT (7.9 M) NORTH OF THE CENTER OF THE
 AA7879'PAVED COUNTY ROAD, 56.5 FT (17.2 M) SOUTHWEST OF THE SOUTHWEST CORNER
 AA7879'OF THE FRONT PORCH OF AN ABANDONED FRAME HOUSE, 60.0 FT (18.3 M)
 AA7879'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE MASONRY FIRE PLACE OF
 AA7879'AN ABANDONED FRAME HOUSE, 1.7 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 AA7879'POST, AND SET FLUSH WITH THE GROUND.
 AA7879' 
 AA7879'STATION 67-15 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7879
 AA7879                          STATION RECOVERY (2006)
 AA7879
 AA7879'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RSE)
 AA7879'CARSONITE POST DESTROYED BY MOWING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7880 ***********************************************************************
 AA7880  DESIGNATION -  67 15
 AA7880  PID         -  AA7880
 AA7880  STATE/COUNTY-  AL/WINSTON
 AA7880  USGS QUAD   -  HOUSTON (1981)
 AA7880
 AA7880                         *CURRENT SURVEY CONTROL
 AA7880  ___________________________________________________________________
 AA7880* NAD 83(1992)-  34 14 15.86003(N)    087 16 28.61252(W)     ADJUSTED  
 AA7880* NAVD 88     -       263.4    (meters)     864.     (feet)  VERTCON   
 AA7880  ___________________________________________________________________
 AA7880  X           -     250,995.178 (meters)                     COMP
 AA7880  Y           -  -5,272,691.528 (meters)                     COMP
 AA7880  Z           -   3,568,411.700 (meters)                     COMP
 AA7880  LAPLACE CORR-          -4.59  (seconds)                    DEFLEC99
 AA7880  ELLIP HEIGHT-         236.71  (meters)          (07/29/02) GPS OBS
 AA7880  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 AA7880
 AA7880  HORZ ORDER  -  FIRST
 AA7880  ELLP ORDER  -  FOURTH    CLASS I
 AA7880
 AA7880.The horizontal coordinates were established by GPS observations
 AA7880.and adjusted by the National Geodetic Survey in August 1995..
 AA7880
 AA7880.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7880.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7880
 AA7880.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7880
 AA7880.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7880
 AA7880.The ellipsoidal height was determined by GPS observations
 AA7880.and is referenced to NAD 83.
 AA7880
 AA7880.The geoid height was determined by GEOID03.
 AA7880
 AA7880;                    North         East     Units Scale Factor Converg.
 AA7880;SPC AL W     -   469,910.769   620,762.632   MT  0.99993865   +0 07 36.5
 AA7880;UTM  16      - 3,788,550.604   474,710.770   MT  0.99960788   -0 09 16.2
 AA7880
 AA7880!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7880!SPC AL W     -   0.99996284  x   0.99993865  =   0.99990149
 AA7880!UTM  16      -   0.99996284  x   0.99960788  =   0.99957074
 AA7880
 AA7880                          SUPERSEDED SURVEY CONTROL
 AA7880
 AA7880  ELLIP H (10/10/95)  236.75   (m)                       GP(       ) 4 2
 AA7880  NGVD 29 (08/31/95)  263.4    (m)          864.     (f) GPS OBS        
 AA7880
 AA7880.Superseded values are not recommended for survey control.
 AA7880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7880.See file dsdata.txt to determine how the superseded data were derived.
 AA7880
 AA7880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7471188551(NAD 83)
 AA7880_MARKER: DD = SURVEY DISK
 AA7880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7880_STAMPING: 67-15 1994
 AA7880_MARK LOGO: ALHD  
 AA7880_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7880+STABILITY: SURFACE MOTION
 AA7880_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7880+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7880
 AA7880  HISTORY     - Date     Condition        Report By
 AA7880  HISTORY     - 1994     MONUMENTED       ALHD
 AA7880
 AA7880                          STATION DESCRIPTION
 AA7880
 AA7880'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7880'THE STATION IS LOCATED IN WINSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7880'A PAVED COUNTY ROAD, ABOUT 5.80 MI (9.33 KM) NORTHWEST OF ADDISON AND
 AA7880'ABOUT 9.60 MI (15.45 KM) NORTHEAST OF DOUBLE SPRINGS.
 AA7880' 
 AA7880'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7880'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7880'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7880'EAST ON U.S. 278 FOR 9.35 MI (15.05 KM) TO MILE POST 30.50 AND WINSTON
 AA7880'COUNTY ROAD NO. 63 LEFT, TURN LEFT ON WINSTON COUNTY ROAD NO. 63 AND
 AA7880'DRIVE NORTH FOR 6.75 MI (10.86 KM) TO A PAVED COUNTY ROAD ON THE RIGHT
 AA7880'AT MORELAND, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE EAST FOR
 AA7880'1.70 MI (2.74 KM) TO THE STATION ON THE RIGHT.
 AA7880' 
 AA7880'THE STATION IS LOCATED ON TOP OF A 4 FT (1.2 M) BACKSLOPE, 4.5 FT (1.4
 AA7880'M) NORTH-NORTHWEST OF A ONE STRAND ELECTRIC FENCE ON OLD WOOD POSTS,
 AA7880'30.5 FT (9.3 M) SOUTH-SOUTHEAST OF THE CENTER OF THE PAVED COUNTY
 AA7880'ROAD, 54.5 FT (16.6 M) EAST-SOUTHEAST OF A TRANSFORMER POWER POLE
 AA7880'ACROSS THE ROAD, 80.0 FT (24.4 M) WEST-SOUTHWEST OF A NINE-INCH FENCE
 AA7880'CORNER POST WITH NO FENCE, 118.7 FT (36.2 M) EAST OF THE SOUTHWEST
 AA7880'CORNER OF THE FENCE ACROSS THE ROAD, 120.3 FT (36.7 M) EAST OF A
 AA7880'BURIED CABLE WARNING SIGN ACROSS THE ROAD, 4.6 FT (1.4 M)
 AA7880'NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7880'GROUND.
 AA7880' 
 AA7880'STATION 67-14 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7881 ***********************************************************************
 AA7881  DESIGNATION -  67 16
 AA7881  PID         -  AA7881
 AA7881  STATE/COUNTY-  AL/WINSTON
 AA7881  USGS QUAD   -  DOUBLE SPRINGS (1969)
 AA7881
 AA7881                         *CURRENT SURVEY CONTROL
 AA7881  ___________________________________________________________________
 AA7881* NAD 83(1992)-  34 13 57.60895(N)    087 27 57.35610(W)     ADJUSTED  
 AA7881* NAVD 88     -       268.6    (meters)     881.     (feet)  VERTCON   
 AA7881  ___________________________________________________________________
 AA7881  X           -     233,401.836 (meters)                     COMP
 AA7881  Y           -  -5,273,820.873 (meters)                     COMP
 AA7881  Z           -   3,567,949.851 (meters)                     COMP
 AA7881  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 AA7881  ELLIP HEIGHT-         242.22  (meters)          (07/29/02) GPS OBS
 AA7881  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 AA7881
 AA7881  HORZ ORDER  -  FIRST
 AA7881  ELLP ORDER  -  FOURTH    CLASS I
 AA7881
 AA7881.The horizontal coordinates were established by GPS observations
 AA7881.and adjusted by the National Geodetic Survey in August 1995..
 AA7881
 AA7881.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7881.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7881
 AA7881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7881
 AA7881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7881
 AA7881.The ellipsoidal height was determined by GPS observations
 AA7881.and is referenced to NAD 83.
 AA7881
 AA7881.The geoid height was determined by GEOID03.
 AA7881
 AA7881;                    North         East     Units Scale Factor Converg.
 AA7881;SPC AL W     -   469,325.986   603,138.526   MT  0.99993345   +0 01 09.0
 AA7881;UTM  16      - 3,788,052.514   457,089.660   MT  0.99962270   -0 15 43.6
 AA7881
 AA7881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7881!SPC AL W     -   0.99996198  x   0.99993345  =   0.99989543
 AA7881!UTM  16      -   0.99996198  x   0.99962270  =   0.99958469
 AA7881
 AA7881:                Primary Azimuth Mark                     Grid Az
 AA7881:SPC AL W     -  67 17                                    130 49 24.7
 AA7881:UTM  16      -  67 17                                    131 06 17.3
 AA7881
 AA7881|---------------------------------------------------------------------|
 AA7881| PID    Reference Object                     Distance      Geod. Az  |
 AA7881|                                                           dddmmss.s |
 AA7881| AA7882 67 17                               464.344 METERS 1305033.7 |
 AA7881|---------------------------------------------------------------------|
 AA7881
 AA7881                          SUPERSEDED SURVEY CONTROL
 AA7881
 AA7881  ELLIP H (10/10/95)  242.24   (m)                       GP(       ) 4 2
 AA7881  NGVD 29 (08/31/95)  268.6    (m)          881.     (f) GPS OBS        
 AA7881
 AA7881.Superseded values are not recommended for survey control.
 AA7881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7881.See file dsdata.txt to determine how the superseded data were derived.
 AA7881
 AA7881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5709088053(NAD 83)
 AA7881_MARKER: DD = SURVEY DISK
 AA7881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7881_STAMPING: 67-16 1994
 AA7881_MARK LOGO: ALHD  
 AA7881_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7881+STABILITY: SURFACE MOTION
 AA7881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7881+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7881
 AA7881  HISTORY     - Date     Condition        Report By
 AA7881  HISTORY     - 1994     MONUMENTED       ALHD
 AA7881
 AA7881                          STATION DESCRIPTION
 AA7881
 AA7881'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7881'THE STATION IS LOCATED IN WINSTON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7881'ALA 195, ABOUT 7.00 MI (11.27 KM) NORTHWEST OF DOUBLE SPRINGS AND
 AA7881'ABOUT 8.85 MI (14.24 KM) EAST OF HALEYVILLE.
 AA7881' 
 AA7881'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7881'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7881'POST 26.5 ON ALA 195) DRIVE WEST ON U.S. 278 AND ALA 195 FOR 0.20 MI
 AA7881'(0.32 KM) TO MILE POST 20.95 AND ALA 195 ON THE RIGHT (MILE POST 26.70
 AA7881'ON ALA 195), TURN RIGHT ON ALA 195 AND DRIVE NORTHWEST FOR 6.05 MI
 AA7881'(9.74 KM) TO MILE POST 32.75 AND THE STATION ON THE RIGHT.
 AA7881' 
 AA7881'THE STATION IS 3.0 FT (0.9 M) SOUTH-SOUTHWEST OF A 4 FT (1.2 M) CHAIN
 AA7881'LINK FENCE, 34.3 FT (10.5 M) NORTH-NORTHEAST OF THE CENTERLINE OF ALA
 AA7881'195, 71.3 FT (21.7 M) NORTHEAST OF THE SOUTHEAST ONE OF TWO CONNECTED
 AA7881'WOOD POSTS IN THE FENCE LINE ACROSS THE ROAD, 91.6 FT (27.9 M)
 AA7881'WEST-NORTHWEST OF POWER AND CABLE POLE NO. T 1 190 1 170, 105.0 FT
 AA7881'(32.0 M) NORTH-NORTHWEST OF A JUNCTION POWER POLE ACROSS THE ROAD, 3.3
 AA7881'FT (1.0 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA7881'THE GROUND.
 AA7881' 
 AA7881'STATION 67-17 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7882 ***********************************************************************
 AA7882  DESIGNATION -  67 17
 AA7882  PID         -  AA7882
 AA7882  STATE/COUNTY-  AL/WINSTON
 AA7882  USGS QUAD   -  DOUBLE SPRINGS (1969)
 AA7882
 AA7882                         *CURRENT SURVEY CONTROL
 AA7882  ___________________________________________________________________
 AA7882* NAD 83(1992)-  34 13 47.75334(N)    087 27 43.63053(W)     ADJUSTED  
 AA7882* NAVD 88     -       276.8    (meters)     908.     (feet)  VERTCON   
 AA7882  ___________________________________________________________________
 AA7882  X           -     233,760.638 (meters)                     COMP
 AA7882  Y           -  -5,273,982.765 (meters)                     COMP
 AA7882  Z           -   3,567,703.374 (meters)                     COMP
 AA7882  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 AA7882  ELLIP HEIGHT-         250.41  (meters)          (07/29/02) GPS OBS
 AA7882  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 AA7882
 AA7882  HORZ ORDER  -  FIRST
 AA7882  ELLP ORDER  -  FOURTH    CLASS I
 AA7882
 AA7882.The horizontal coordinates were established by GPS observations
 AA7882.and adjusted by the National Geodetic Survey in August 1995..
 AA7882
 AA7882.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7882.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7882
 AA7882.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7882
 AA7882.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7882
 AA7882.The ellipsoidal height was determined by GPS observations
 AA7882.and is referenced to NAD 83.
 AA7882
 AA7882.The geoid height was determined by GEOID03.
 AA7882
 AA7882;                    North         East     Units Scale Factor Converg.
 AA7882;SPC AL W     -   469,022.450   603,489.884   MT  0.99993348   +0 01 16.7
 AA7882;UTM  16      - 3,787,747.352   457,439.415   MT  0.99962233   -0 15 35.8
 AA7882
 AA7882!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7882!SPC AL W     -   0.99996069  x   0.99993348  =   0.99989417
 AA7882!UTM  16      -   0.99996069  x   0.99962233  =   0.99958304
 AA7882
 AA7882:                Primary Azimuth Mark                     Grid Az
 AA7882:SPC AL W     -  67 16                                    310 49 24.8
 AA7882:UTM  16      -  67 16                                    311 06 17.3
 AA7882
 AA7882|---------------------------------------------------------------------|
 AA7882| PID    Reference Object                     Distance      Geod. Az  |
 AA7882|                                                           dddmmss.s |
 AA7882| AA7881 67 16                               464.344 METERS 3105041.5 |
 AA7882|---------------------------------------------------------------------|
 AA7882
 AA7882                          SUPERSEDED SURVEY CONTROL
 AA7882
 AA7882  ELLIP H (10/10/95)  250.43   (m)                       GP(       ) 4 2
 AA7882  NGVD 29 (08/31/95)  276.8    (m)          908.     (f) GPS OBS        
 AA7882
 AA7882.Superseded values are not recommended for survey control.
 AA7882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7882.See file dsdata.txt to determine how the superseded data were derived.
 AA7882
 AA7882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5743987747(NAD 83)
 AA7882_MARKER: DD = SURVEY DISK
 AA7882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7882_STAMPING: 67-17 1994
 AA7882_MARK LOGO: ALHD  
 AA7882_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7882+STABILITY: SURFACE MOTION
 AA7882_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7882+SATELLITE: SATELLITE OBSERVATIONS - April 11, 2005
 AA7882
 AA7882  HISTORY     - Date     Condition        Report By
 AA7882  HISTORY     - 1994     MONUMENTED       ALHD
 AA7882  HISTORY     - 20050411 GOOD             ALPCO
 AA7882
 AA7882                          STATION DESCRIPTION
 AA7882
 AA7882'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7882'THE STATION IS LOCATED IN WINSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7882'ALA 195, ABOUT 6.70 MI (10.78 KM) NORTHWEST OF DOUBLE SPRINGS AND
 AA7882'ABOUT 9.00 MI (14.48 KM) EAST OF HALEYVILLE.
 AA7882' 
 AA7882'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278, ALA 33, AND ALA
 AA7882'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7882'POST 26.50 ON ALA 195) DRIVE WEST ON U.S. 278 AND ALA 195 FOR 0.20 MI
 AA7882'(0.32 KM) TO MILE POST 20.95 AND ALA 195 ON THE RIGHT (MILE POST 26.70
 AA7882'ON ALA 195), TURN RIGHT ON ALA 195 AND DRIVE NORTHWEST FOR 5.75 MI
 AA7882'(9.25 KM) TO MILE POST 32.45 AND THE STATION ON THE LEFT.
 AA7882' 
 AA7882'THE STATION IS 3.1 FT (0.9 M) NORTH-NORTHEAST OF A WHITE BOARD FENCE,
 AA7882'35.5 FT (10.8 M) SOUTH-SOUTHWEST OF THE CENTERLINE OF ALA 195, 46.5 FT
 AA7882'(14.2 M) WEST-NORTHWEST OF THE NORTHWEST WHITE TWELVE-INCH POST OF A
 AA7882'RED METAL GATE, 74.0 FT (22.6 M) SOUTHWEST OF CABLE POLE NO. T 1 183 1
 AA7882'164 ACROSS THE ROAD, 88.6 FT (27.0 M) WEST-NORTHWEST OF A POWER POLE,
 AA7882'3.3 FT (1.0 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7882'WITH THE GROUND.
 AA7882' 
 AA7882'STATION 67-16 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7882
 AA7882                          STATION RECOVERY (2005)
 AA7882
 AA7882'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (SL)
 AA7882'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7883 ***********************************************************************
 AA7883  DESIGNATION -  67 18
 AA7883  PID         -  AA7883
 AA7883  STATE/COUNTY-  AL/WINSTON
 AA7883  USGS QUAD   -  DOUBLE SPRINGS (1969)
 AA7883
 AA7883                         *CURRENT SURVEY CONTROL
 AA7883  ___________________________________________________________________
 AA7883* NAD 83(1992)-  34 09 42.21833(N)    087 28 01.52959(W)     ADJUSTED  
 AA7883* NAVD 88     -       229.1    (meters)     752.     (feet)  VERTCON   
 AA7883  ___________________________________________________________________
 AA7883  X           -     233,489.143 (meters)                     COMP
 AA7883  Y           -  -5,278,211.470 (meters)                     COMP
 AA7883  Z           -   3,561,418.535 (meters)                     COMP
 AA7883  LAPLACE CORR-          -0.45  (seconds)                    DEFLEC99
 AA7883  ELLIP HEIGHT-         202.48  (meters)          (07/29/02) GPS OBS
 AA7883  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 AA7883
 AA7883  HORZ ORDER  -  FIRST
 AA7883  ELLP ORDER  -  FOURTH    CLASS I
 AA7883
 AA7883.The horizontal coordinates were established by GPS observations
 AA7883.and adjusted by the National Geodetic Survey in August 1995..
 AA7883
 AA7883.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7883.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7883
 AA7883.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7883
 AA7883.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7883
 AA7883.The ellipsoidal height was determined by GPS observations
 AA7883.and is referenced to NAD 83.
 AA7883
 AA7883.The geoid height was determined by GEOID03.
 AA7883
 AA7883;                    North         East     Units Scale Factor Converg.
 AA7883;SPC AL W     -   461,457.184   603,034.264   MT  0.99993345   +0 01 06.5
 AA7883;UTM  16      - 3,780,186.762   456,946.849   MT  0.99962285   -0 15 44.2
 AA7883
 AA7883!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7883!SPC AL W     -   0.99996822  x   0.99993345  =   0.99990167
 AA7883!UTM  16      -   0.99996822  x   0.99962285  =   0.99959108
 AA7883
 AA7883                          SUPERSEDED SURVEY CONTROL
 AA7883
 AA7883  ELLIP H (10/10/95)  202.51   (m)                       GP(       ) 4 2
 AA7883  NGVD 29 (08/31/95)  229.0    (m)          751.     (f) GPS OBS        
 AA7883
 AA7883.Superseded values are not recommended for survey control.
 AA7883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7883.See file dsdata.txt to determine how the superseded data were derived.
 AA7883
 AA7883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5694780187(NAD 83)
 AA7883_MARKER: DD = SURVEY DISK
 AA7883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7883_STAMPING: 67-18 1994
 AA7883_MARK LOGO: ALHD  
 AA7883_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7883+STABILITY: SURFACE MOTION
 AA7883_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7883+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 AA7883
 AA7883  HISTORY     - Date     Condition        Report By
 AA7883  HISTORY     - 1994     MONUMENTED       ALHD
 AA7883  HISTORY     - 20050210 GOOD             ALHD
 AA7883
 AA7883                          STATION DESCRIPTION
 AA7883
 AA7883'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7883'THE STATION IS LOCATED IN WINSTON COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA7883'OF U.S. 278, ABOUT 3.70 MI (5.95 KM) WEST-NORTHWEST OF DOUBLE SPRINGS
 AA7883'AND ABOUT 9.80 MI (15.77 KM) SOUTHEAST OF HALEYVILLE.
 AA7883' 
 AA7883'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278, ALA 33, AND ALA
 AA7883'195 (MILE POST 21.15 ON U. S. 278, MILE POST 0.00 ALA 33, AND MILE
 AA7883'POST 26.50 ON ALA 195), DRIVE WEST ON U.S. 278 FOR 3.20 MI (5.15 KM)
 AA7883'TO MILE POST 17.95 AND THE STATION ON THE RIGHT.
 AA7883' 
 AA7883'THE STATION IS 3.1 FT (0.9 M) SOUTHEAST OF A FOUR STRAND BARBED WIRE
 AA7883'FENCE ON TREATED WOOD POSTS, 28.9 FT (8.8 M) EAST OF CABLE POLE NO.
 AA7883'252 53 IN A PASTURE, 50.0 FT (15.2 M) NORTHWEST OF THE CENTERLINE OF
 AA7883'U.S. 278, 194.0 FT (59.1 M) WEST-SOUTHWEST OF MILE POST 18 ACROSS THE
 AA7883'ROAD, APPROXIMATELY 300 FT (91.4 M) WEST OF MT CARMEL BAPTIST CHURCH,
 AA7883'3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA7883'WITH THE GROUND.
 AA7883' 
 AA7883'STATION 67-19 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7883
 AA7883                          STATION RECOVERY (2005)
 AA7883
 AA7883'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7883'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7884 ***********************************************************************
 AA7884  DESIGNATION -  67 19
 AA7884  PID         -  AA7884
 AA7884  STATE/COUNTY-  AL/WINSTON
 AA7884  USGS QUAD   -  DOUBLE SPRINGS (1969)
 AA7884
 AA7884                         *CURRENT SURVEY CONTROL
 AA7884  ___________________________________________________________________
 AA7884* NAD 83(1992)-  34 10 02.03682(N)    087 27 57.14255(W)     ADJUSTED  
 AA7884* NAVD 88     -       235.8    (meters)     774.     (feet)  VERTCON   
 AA7884  ___________________________________________________________________
 AA7884  X           -     233,586.490 (meters)                     COMP
 AA7884  Y           -  -5,277,869.504 (meters)                     COMP
 AA7884  Z           -   3,561,927.635 (meters)                     COMP
 AA7884  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 AA7884  ELLIP HEIGHT-         209.26  (meters)          (07/29/02) GPS OBS
 AA7884  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 AA7884
 AA7884  HORZ ORDER  -  FIRST
 AA7884  ELLP ORDER  -  FOURTH    CLASS I
 AA7884
 AA7884.The horizontal coordinates were established by GPS observations
 AA7884.and adjusted by the National Geodetic Survey in August 1995..
 AA7884
 AA7884.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7884.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7884
 AA7884.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7884
 AA7884.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7884
 AA7884.The ellipsoidal height was determined by GPS observations
 AA7884.and is referenced to NAD 83.
 AA7884
 AA7884.The geoid height was determined by GEOID03.
 AA7884
 AA7884;                    North         East     Units Scale Factor Converg.
 AA7884;SPC AL W     -   462,067.839   603,146.420   MT  0.99993346   +0 01 09.0
 AA7884;UTM  16      - 3,780,796.671   457,061.961   MT  0.99962273   -0 15 41.9
 AA7884
 AA7884!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7884!SPC AL W     -   0.99996715  x   0.99993346  =   0.99990061
 AA7884!UTM  16      -   0.99996715  x   0.99962273  =   0.99958989
 AA7884
 AA7884                          SUPERSEDED SURVEY CONTROL
 AA7884
 AA7884  ELLIP H (10/10/95)  209.29   (m)                       GP(       ) 4 2
 AA7884  NGVD 29 (08/31/95)  235.8    (m)          774.     (f) GPS OBS        
 AA7884
 AA7884.Superseded values are not recommended for survey control.
 AA7884.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7884.See file dsdata.txt to determine how the superseded data were derived.
 AA7884
 AA7884_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5706280797(NAD 83)
 AA7884_MARKER: DD = SURVEY DISK
 AA7884_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7884_STAMPING: 67-19 1994
 AA7884_MARK LOGO: ALHD  
 AA7884_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7884_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7884+STABILITY: SURFACE MOTION
 AA7884_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7884+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 AA7884
 AA7884  HISTORY     - Date     Condition        Report By
 AA7884  HISTORY     - 1994     MONUMENTED       ALHD
 AA7884  HISTORY     - 20050210 GOOD             ALHD
 AA7884
 AA7884                          STATION DESCRIPTION
 AA7884
 AA7884'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7884'THE STATION IS LOCATED IN WINSTON COUNTY ON THE WEST RIGHT OF WAY OF A
 AA7884'GRAVEL ROAD, ABOUT 3.90 MI (6.28 KM) WEST-NORTHWEST OF DOUBLE SPRINGS
 AA7884'AND ABOUT 9.70 MI (15.61 KM) SOUTHEAST OF HALEYVILLE.
 AA7884' 
 AA7884'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7884'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ALA 33, AND MILE POST
 AA7884'26.50 ON ALA 195), DRIVE WEST ON U.S. 278 FOR 3.10 MI (4.99 KM) TO
 AA7884'MILE POST 18.05 AND A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE
 AA7884'GRAVEL ROAD AND DRIVE NORTH FOR 0.35 MI (0.56 KM) TO THE STATION ON
 AA7884'THE LEFT.
 AA7884' 
 AA7884'THE STATION IS 2.2 FT (0.7 M) EAST OF A FOUR STRAND BARBED WIRE FENCE
 AA7884'ON TREATED WOOD POSTS, 13.0 FT (4.0 M) WEST OF THE CENTER OF THE
 AA7884'GRAVEL ROAD, 15.1 FT (4.6 M) SOUTH OF AN ORANGE PLASTIC BIRMINGHAM
 AA7884'POST HERALD PAPER BOX ON A PIPE POST, 47.0 FT (14.3 M) SOUTH-SOUTHWEST
 AA7884'OF THE CENTER OF THE INTERSECTION OF THE GRAVEL ROAD AND A PAVED
 AA7884'DRIVEWAY, 2.2 FT (0.7 M) EAST OF A CARSONITE WITNESS POST, AND SET
 AA7884'FLUSH WITH THE GROUND.
 AA7884' 
 AA7884'STATION 67-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7884
 AA7884                          STATION RECOVERY (2005)
 AA7884
 AA7884'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7884'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1664 ***********************************************************************
 EF1664  DESIGNATION -  67 2
 EF1664  PID         -  EF1664
 EF1664  STATE/COUNTY-  AL/WINSTON
 EF1664  USGS QUAD   -  HOUSTON (1981)
 EF1664
 EF1664                         *CURRENT SURVEY CONTROL
 EF1664  ___________________________________________________________________
 EF1664* NAD 83(1992)-  34 08 37.41061(N)    087 19 42.93737(W)     ADJUSTED  
 EF1664* NAVD 88     -       228.0    (meters)     748.     (feet)  VERTCON   
 EF1664  ___________________________________________________________________
 EF1664  X           -     246,299.372 (meters)                     COMP
 EF1664  Y           -  -5,278,750.465 (meters)                     COMP
 EF1664  Z           -   3,559,765.249 (meters)                     COMP
 EF1664  LAPLACE CORR-          -3.97  (seconds)                    DEFLEC99
 EF1664  ELLIP HEIGHT-         201.20  (meters)          (07/29/02) GPS OBS
 EF1664  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 EF1664
 EF1664  HORZ ORDER  -  FIRST
 EF1664  ELLP ORDER  -  FOURTH    CLASS I
 EF1664
 EF1664.The horizontal coordinates were established by GPS observations
 EF1664.and adjusted by the National Geodetic Survey in December 1992..
 EF1664
 EF1664.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1664.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1664
 EF1664.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1664
 EF1664.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1664
 EF1664.The ellipsoidal height was determined by GPS observations
 EF1664.and is referenced to NAD 83.
 EF1664
 EF1664.The geoid height was determined by GEOID03.
 EF1664
 EF1664;                    North         East     Units Scale Factor Converg.
 EF1664;SPC AL W     -   459,473.208   615,807.568   MT  0.99993641   +0 05 46.3
 EF1664;UTM  16      - 3,778,140.883   469,706.223   MT  0.99961131   -0 11 04.0
 EF1664
 EF1664!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1664!SPC AL W     -   0.99996842  x   0.99993641  =   0.99990483
 EF1664!UTM  16      -   0.99996842  x   0.99961131  =   0.99957974
 EF1664
 EF1664:                Primary Azimuth Mark                     Grid Az
 EF1664:SPC AL W     -  67 3                                     208 48 11.0
 EF1664:UTM  16      -  67 3                                     209 05 01.3
 EF1664
 EF1664|---------------------------------------------------------------------|
 EF1664| PID    Reference Object                     Distance      Geod. Az  |
 EF1664|                                                           dddmmss.s |
 EF1664| EF1665 67 3                                438.862 METERS 2085357.3 |
 EF1664|---------------------------------------------------------------------|
 EF1664
 EF1664                          SUPERSEDED SURVEY CONTROL
 EF1664
 EF1664  ELLIP H (12/04/92)  201.24   (m)                       GP(       ) 4 1
 EF1664  NAD 83(1992)-  34 08 37.41695(N)    087 19 42.93254(W) AD(       ) 1
 EF1664  NGVD 29 (12/04/92)  228.0    (m)          748.     (f) GPS OBS        
 EF1664
 EF1664.Superseded values are not recommended for survey control.
 EF1664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1664.See file dsdata.txt to determine how the superseded data were derived.
 EF1664
 EF1664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6970678141(NAD 83)
 EF1664_MARKER: DD = SURVEY DISK
 EF1664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1664_SP_SET: CONCRETE POST
 EF1664_STAMPING: 67 - 2 1989
 EF1664_MARK LOGO: ALHD  
 EF1664_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1664+STABILITY: SURFACE MOTION
 EF1664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1664+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EF1664
 EF1664  HISTORY     - Date     Condition        Report By
 EF1664  HISTORY     - 1989     MONUMENTED       ALHD
 EF1664
 EF1664                          STATION DESCRIPTION
 EF1664
 EF1664'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1664'THE STATION IS LOCATED IN WINSTON COUNTY ON THE DOUBLE SPRINGS -
 EF1664'WINSTON COUNTY AIRPORT, ABOUT 4.2 MI (6.8 KM) EAST OF DOUBLE SPRINGS
 EF1664'AND ABOUT 9.5 MI (15.3 KM) WEST - SOUTHWEST OF ADDISON.
 EF1664'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND ALA 33 IN
 EF1664'DOUBLE SPRINGS, DRIVE EAST ON U. S. 278 5.25 MI (8.45 KM) TO MILE
 EF1664'POST 26.35 AND THE ENTRANCE TO TO THE DOUBLE SPRINGS - WINSTON COUNTY
 EF1664'AIRPORT ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND DRIVE
 EF1664'NORTHEAST 0.35 MI (0.56 KM) TO THE END OF THE PARKING APRON AND THE
 EF1664'STATION ON THE RIGHT.
 EF1664'THE STATION IS 83.5 FT (25.5 M) WEST - NORTHWEST OF THE WEST EDGE OF
 EF1664'THE SINGLE RUNWAY, 190.0 FT (57.9 M) NORTH - NORTHEAST OF THE NORTH
 EF1664'EDGE OF THE ONLY TAXI RAMP TO THE RUNWAY, 112.0 FT (34.1 M) EAST -
 EF1664'NORTHEAST OF THE NORTHEAST CORNER OF THE PARKING APRON, 3.0 FT
 EF1664'(0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1664'GROUND.
 EF1664'STATION 67 - 3 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1664'BEFORE USING PLEASE NOTIFY -
 EF1664'MR. CORBIN SEYMOUR, MAYOR
 EF1664'TOWN OF DOUBLE SPRINGS
 EF1664'P. O. BOX 279
 EF1664'DOUBLE SPRINGS, ALABAMA 35553
 EF1664'OFFICE PHONE - 205 - 489 - 5447
 EF1664'HOME PHONE - 205 - 489 - 2410
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7885 ***********************************************************************
 AA7885  DESIGNATION -  67 20
 AA7885  PID         -  AA7885
 AA7885  STATE/COUNTY-  AL/WINSTON
 AA7885  USGS QUAD   -  LYNN (1983)
 AA7885
 AA7885                         *CURRENT SURVEY CONTROL
 AA7885  ___________________________________________________________________
 AA7885* NAD 83(1992)-  34 05 15.58676(N)    087 35 56.55379(W)     ADJUSTED  
 AA7885* NAVD 88     -       232.4    (meters)     762.     (feet)  VERTCON   
 AA7885  ___________________________________________________________________
 AA7885  X           -     221,526.096 (meters)                     COMP
 AA7885  Y           -  -5,283,342.704 (meters)                     COMP
 AA7885  Z           -   3,554,619.030 (meters)                     COMP
 AA7885  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AA7885  ELLIP HEIGHT-         205.52  (meters)          (07/29/02) GPS OBS
 AA7885  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AA7885
 AA7885  HORZ ORDER  -  FIRST
 AA7885  ELLP ORDER  -  FOURTH    CLASS I
 AA7885
 AA7885.The horizontal coordinates were established by GPS observations
 AA7885.and adjusted by the National Geodetic Survey in August 1995..
 AA7885
 AA7885.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7885.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7885
 AA7885.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7885
 AA7885.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7885
 AA7885.The ellipsoidal height was determined by GPS observations
 AA7885.and is referenced to NAD 83.
 AA7885
 AA7885.The geoid height was determined by GEOID03.
 AA7885
 AA7885;                    North         East     Units Scale Factor Converg.
 AA7885;SPC AL W     -   453,246.111   590,859.977   MT  0.99993436   -0 03 19.8
 AA7885;UTM  16      - 3,772,037.865   444,736.218   MT  0.99963765   -0 20 08.7
 AA7885
 AA7885!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7885!SPC AL W     -   0.99996774  x   0.99993436  =   0.99990210
 AA7885!UTM  16      -   0.99996774  x   0.99963765  =   0.99960540
 AA7885
 AA7885:                Primary Azimuth Mark                     Grid Az
 AA7885:SPC AL W     -  67 21                                    102 03 57.9
 AA7885:UTM  16      -  67 21                                    102 20 46.8
 AA7885
 AA7885|---------------------------------------------------------------------|
 AA7885| PID    Reference Object                     Distance      Geod. Az  |
 AA7885|                                                           dddmmss.s |
 AA7885| AA7886 67 21                               460.826 METERS 1020038.1 |
 AA7885|---------------------------------------------------------------------|
 AA7885
 AA7885                          SUPERSEDED SURVEY CONTROL
 AA7885
 AA7885  ELLIP H (10/10/95)  205.55   (m)                       GP(       ) 4 2
 AA7885  NGVD 29 (08/31/95)  232.3    (m)          762.     (f) GPS OBS        
 AA7885
 AA7885.Superseded values are not recommended for survey control.
 AA7885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7885.See file dsdata.txt to determine how the superseded data were derived.
 AA7885
 AA7885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4473672038(NAD 83)
 AA7885_MARKER: DD = SURVEY DISK
 AA7885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7885_STAMPING: 67-20 1994
 AA7885_MARK LOGO: ALHD  
 AA7885_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7885+STABILITY: SURFACE MOTION
 AA7885_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7885+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 AA7885
 AA7885  HISTORY     - Date     Condition        Report By
 AA7885  HISTORY     - 1994     MONUMENTED       ALHD
 AA7885  HISTORY     - 20050210 GOOD             ALHD
 AA7885
 AA7885                          STATION DESCRIPTION
 AA7885
 AA7885'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7885'THE STATION IS LOCATED IN WINSTON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7885'U.S. 278 AT NATURAL BRIDGE, ABOUT 4.00 MI (6.44 KM) NORTHWEST OF LYNN
 AA7885'AND ABOUT 9.65 MI (15.53 KM) SOUTH OF HALEYVILLE.
 AA7885' 
 AA7885'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA 5 (MILE
 AA7885'POST 36.35 ON U.S. 278 AND MILE POST 205.70 ON ALA 5) AT A FOUR WAY
 AA7885'STOP AT NATURAL BRIDGE, DRIVE WEST ON U.S. 278 FOR 0.35 MI (0.56 KM)
 AA7885'TO MILE POST 36.20 AND THE STATION ON THE RIGHT.
 AA7885' 
 AA7885'THE STATION IS LOCATED IN FRONT OF A TRANSIT HOMES - AMERICA MOBLE
 AA7885'HOME LOT, 25.0 FT (7.6 M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY,
 AA7885'61.8 FT (18.8 M) NORTH OF THE CENTER LINE OF THE WEST BOUND LANES OF
 AA7885'U.S. 278, 105.3 FT (32.1 M) WEST OF A POWER POLE, 2.2 FT (0.7 M) SOUTH
 AA7885'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7885' 
 AA7885'STATION 67-21 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7885
 AA7885                          STATION RECOVERY (2005)
 AA7885
 AA7885'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7885'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7886 ***********************************************************************
 AA7886  DESIGNATION -  67 21
 AA7886  PID         -  AA7886
 AA7886  STATE/COUNTY-  AL/WINSTON
 AA7886  USGS QUAD   -  LYNN (1983)
 AA7886
 AA7886                         *CURRENT SURVEY CONTROL
 AA7886  ___________________________________________________________________
 AA7886* NAD 83(1992)-  34 05 12.47419(N)    087 35 38.97176(W)     ADJUSTED  
 AA7886* NAVD 88     -       231.2    (meters)     759.     (feet)  VERTCON   
 AA7886  ___________________________________________________________________
 AA7886  X           -     221,978.662 (meters)                     COMP
 AA7886  Y           -  -5,283,376.506 (meters)                     COMP
 AA7886  Z           -   3,554,538.922 (meters)                     COMP
 AA7886  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 AA7886  ELLIP HEIGHT-         204.31  (meters)          (07/29/02) GPS OBS
 AA7886  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 AA7886
 AA7886  HORZ ORDER  -  FIRST
 AA7886  ELLP ORDER  -  FOURTH    CLASS I
 AA7886
 AA7886.The horizontal coordinates were established by GPS observations
 AA7886.and adjusted by the National Geodetic Survey in August 1995..
 AA7886
 AA7886.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7886.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7886
 AA7886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7886
 AA7886.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7886
 AA7886.The ellipsoidal height was determined by GPS observations
 AA7886.and is referenced to NAD 83.
 AA7886
 AA7886.The geoid height was determined by GEOID03.
 AA7886
 AA7886;                    North         East     Units Scale Factor Converg.
 AA7886;SPC AL W     -   453,149.786   591,310.593   MT  0.99993426   -0 03 10.0
 AA7886;UTM  16      - 3,771,939.367   445,186.224   MT  0.99963704   -0 19 58.8
 AA7886
 AA7886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7886!SPC AL W     -   0.99996793  x   0.99993426  =   0.99990219
 AA7886!UTM  16      -   0.99996793  x   0.99963704  =   0.99960498
 AA7886
 AA7886:                Primary Azimuth Mark                     Grid Az
 AA7886:SPC AL W     -  67 20                                    282 03 58.0
 AA7886:UTM  16      -  67 20                                    282 20 46.8
 AA7886
 AA7886|---------------------------------------------------------------------|
 AA7886| PID    Reference Object                     Distance      Geod. Az  |
 AA7886|                                                           dddmmss.s |
 AA7886| AA7885 67 20                               460.826 METERS 2820048.0 |
 AA7886|---------------------------------------------------------------------|
 AA7886
 AA7886                          SUPERSEDED SURVEY CONTROL
 AA7886
 AA7886  ELLIP H (10/10/95)  204.33   (m)                       GP(       ) 4 2
 AA7886  NGVD 29 (08/31/95)  231.1    (m)          758.     (f) GPS OBS        
 AA7886
 AA7886.Superseded values are not recommended for survey control.
 AA7886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7886.See file dsdata.txt to determine how the superseded data were derived.
 AA7886
 AA7886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4518671939(NAD 83)
 AA7886_MARKER: DD = SURVEY DISK
 AA7886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7886_STAMPING: 67-21 1994
 AA7886_MARK LOGO: ALHD  
 AA7886_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7886+STABILITY: SURFACE MOTION
 AA7886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7886+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 AA7886
 AA7886  HISTORY     - Date     Condition        Report By
 AA7886  HISTORY     - 1994     MONUMENTED       ALHD
 AA7886  HISTORY     - 20050210 GOOD             ALHD
 AA7886
 AA7886                          STATION DESCRIPTION
 AA7886
 AA7886'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7886'THE STATION IS LOCATED IN WINSTON COUNTY ON THE NORTH RIGHT OF WAY OF
 AA7886'U.S. 278 AT NATURAL BRIDGE, ABOUT 3.80 MI (6.12 KM) NORTHWEST OF LYNN
 AA7886'AND ABOUT 9.75 MI (15.69 KM) SOUTH OF HALEYVILLE.
 AA7886' 
 AA7886'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA 5 (MILE
 AA7886'POST 8.45 ON U.S. 278 AND MILE POST 205.70 ON ALA 5) AT A FOUR WAY
 AA7886'STOP AT NATURAL BRIDGE, DRIVE EAST ON U.S. 278 FOR 0.15 MI (0.24 KM)
 AA7886'TO MILE POST 8.60 AND THE STATION ON THE LEFT.
 AA7886' 
 AA7886'THE STATION IS 54.0 FT (16.5 M) NORTH OF THE CENTERLINE OF THE WEST
 AA7886'BOUND LANES OF U.S. 278 IN LINE WITH A ROW OF DELEANATORS, 64.7 FT
 AA7886'(19.7 M) NORTHEAST OF A GRAPHIC STOP AHEAD SIGN, 66.9 FT (20.4 M)
 AA7886'WEST-NORTHWEST OF THE NORTH POST OF A BANK OF ROUTE DIRECTIONAL SIGNS,
 AA7886'95.0 FT (29.0 M) WEST OF AN ANGLE POWER POLE WITH ONE GUY WIRE, 2.0 FT
 AA7886'(0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7886'GROUND.
 AA7886' 
 AA7886'STATION 67-20 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7886
 AA7886                          STATION RECOVERY (2005)
 AA7886
 AA7886'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7886'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7887 ***********************************************************************
 AA7887  DESIGNATION -  67 22
 AA7887  PID         -  AA7887
 AA7887  STATE/COUNTY-  AL/WINSTON
 AA7887  USGS QUAD   -  BLACK POND (1981)
 AA7887
 AA7887                         *CURRENT SURVEY CONTROL
 AA7887  ___________________________________________________________________
 AA7887* NAD 83(1992)-  34 03 36.74641(N)    087 21 25.40885(W)     ADJUSTED  
 AA7887* NAVD 88     -       244.4    (meters)     802.     (feet)  VERTCON   
 AA7887  ___________________________________________________________________
 AA7887  X           -     243,917.015 (meters)                     COMP
 AA7887  Y           -  -5,284,074.295 (meters)                     COMP
 AA7887  Z           -   3,552,102.959 (meters)                     COMP
 AA7887  LAPLACE CORR-          -2.45  (seconds)                    DEFLEC99
 AA7887  ELLIP HEIGHT-         217.36  (meters)          (07/29/02) GPS OBS
 AA7887  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 AA7887
 AA7887  HORZ ORDER  -  FIRST
 AA7887  ELLP ORDER  -  FOURTH    CLASS I
 AA7887
 AA7887.The horizontal coordinates were established by GPS observations
 AA7887.and adjusted by the National Geodetic Survey in August 1995..
 AA7887
 AA7887.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7887.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7887
 AA7887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7887
 AA7887.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7887
 AA7887.The ellipsoidal height was determined by GPS observations
 AA7887.and is referenced to NAD 83.
 AA7887
 AA7887.The geoid height was determined by GEOID03.
 AA7887
 AA7887;                    North         East     Units Scale Factor Converg.
 AA7887;SPC AL W     -   450,205.622   613,195.466   MT  0.99993548   +0 04 48.2
 AA7887;UTM  16      - 3,768,889.183   467,049.668   MT  0.99961338   -0 11 59.9
 AA7887
 AA7887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7887!SPC AL W     -   0.99996588  x   0.99993548  =   0.99990136
 AA7887!UTM  16      -   0.99996588  x   0.99961338  =   0.99957927
 AA7887
 AA7887:                Primary Azimuth Mark                     Grid Az
 AA7887:SPC AL W     -  67 23                                    098 33 19.0
 AA7887:UTM  16      -  67 23                                    098 50 07.1
 AA7887
 AA7887|---------------------------------------------------------------------|
 AA7887| PID    Reference Object                     Distance      Geod. Az  |
 AA7887|                                                           dddmmss.s |
 AA7887| AA7888 67 23                               APPROX. 0.5 KM 0983807.2 |
 AA7887|---------------------------------------------------------------------|
 AA7887
 AA7887                          SUPERSEDED SURVEY CONTROL
 AA7887
 AA7887  ELLIP H (10/10/95)  217.39   (m)                       GP(       ) 4 2
 AA7887  NGVD 29 (08/31/95)  244.4    (m)          802.     (f) GPS OBS        
 AA7887
 AA7887.Superseded values are not recommended for survey control.
 AA7887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7887.See file dsdata.txt to determine how the superseded data were derived.
 AA7887
 AA7887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6705068889(NAD 83)
 AA7887_MARKER: DD = SURVEY DISK
 AA7887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7887_STAMPING: 67-22 1994
 AA7887_MARK LOGO: ALHD  
 AA7887_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7887+STABILITY: SURFACE MOTION
 AA7887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7887+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7887
 AA7887  HISTORY     - Date     Condition        Report By
 AA7887  HISTORY     - 1994     MONUMENTED       ALHD
 AA7887
 AA7887                          STATION DESCRIPTION
 AA7887
 AA7887'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7887'THE STATION IS LOCATED IN WINSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7887'WINSTON COUNTY ROAD NO. 8 ABOUT 6.50 MI (10.46 KM) SOUTH-SOUTHEAST OF
 AA7887'DOUBLE SPRINGS AND ABOUT 8.35 MI (13.44 KM) WEST-SOUTHWEST OF ARLEY.
 AA7887' 
 AA7887'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7887'195 (MILE POST 26.50 ON ALA 195, MILE POST 21.15 ON U.S. 278, AND MILE
 AA7887'POST 0.00 ON ALA 33) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE SOUTH
 AA7887'ON ALA 195 FOR 6.90 MI (11.10 KM) TO MILE POST 19.60 AND WINSTON
 AA7887'COUNTY ROAD NO. 8 ON THE LEFT, TURN LEFT ON WINSTON COUNTY ROAD NO. 8
 AA7887'AND DRIVE WEST FOR 1.40 MI (2.25 KM) TO A Y-INTERSECTION WITH A PAVED
 AA7887'COUNTY ROAD LEFT AND WINSTON COUNTY ROAD NO. 8 RIGHT, BEAR RIGHT ON
 AA7887'WINSTON COUNTY ROAD NO. 8 AND DRIVE WEST FOR 1.50 MI (2.41 KM) TO THE
 AA7887'STATION ON THE RIGHT.
 AA7887' 
 AA7887'THE STATION IS 3.1 FT (0.9 M) NORTH OF A HOG WIRE FENCE WITH ONE
 AA7887'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 19.4 FT (5.9 M) SOUTH OF
 AA7887'THE CENTER OF WINSTON COUNTY ROAD NO. 8, 39.7 FT (12.1 M) NORTHWEWST
 AA7887'OF POWER AND CABLE POLE NO. 2987 3 173 WITH TWO GUY WIRES IN A
 AA7887'PASTURE, 41.5 FT (12.6 M) SOUTH-SOUTHWEST OF CONCRETE PILLER BESIDE A
 AA7887'GRAVEL DRIVEWAY, 42.5 FT (13.0 M) SOUTH-SOUTHWEST OF A PLASTIC WATER
 AA7887'METER BOX, 47.7 FT (14.5 M) SOUTH-SOUTHWEST OF THE EAST CORNER OF A
 AA7887'TRIANGULAR WOOD ROSE TRELLIS, 51.5 FT (15.7 M) WEST OF THE WEST ONE OF
 AA7887'TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 3.0 FT (0.9 M) NORTH OF A
 AA7887'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7887' 
 AA7887'STATION 67-23 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7888 ***********************************************************************
 AA7888  DESIGNATION -  67 23
 AA7888  PID         -  AA7888
 AA7888  STATE/COUNTY-  AL/WINSTON
 AA7888  USGS QUAD   -  BLACK POND (1981)
 AA7888
 AA7888                         *CURRENT SURVEY CONTROL
 AA7888  ___________________________________________________________________
 AA7888* NAD 83(1992)-  34 03 34.19404(N)    087 21 05.21920(W)     ADJUSTED  
 AA7888* NAVD 88     -       246.9    (meters)     810.     (feet)  VERTCON   
 AA7888  ___________________________________________________________________
 AA7888  X           -     244,436.358 (meters)                     COMP
 AA7888  Y           -  -5,284,096.380 (meters)                     COMP
 AA7888  Z           -   3,552,039.148 (meters)                     COMP
 AA7888  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 AA7888  ELLIP HEIGHT-         219.76  (meters)          (07/29/02) GPS OBS
 AA7888  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 AA7888
 AA7888  HORZ ORDER  -  FIRST
 AA7888  ELLP ORDER  -  FOURTH    CLASS I
 AA7888
 AA7888.The horizontal coordinates were established by GPS observations
 AA7888.and adjusted by the National Geodetic Survey in August 1995..
 AA7888
 AA7888.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7888.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7888
 AA7888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7888
 AA7888.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7888
 AA7888.The ellipsoidal height was determined by GPS observations
 AA7888.and is referenced to NAD 83.
 AA7888
 AA7888.The geoid height was determined by GEOID03.
 AA7888
 AA7888;                    North         East     Units Scale Factor Converg.
 AA7888;SPC AL W     -   450,127.721   613,713.296   MT  0.99993565   +0 04 59.5
 AA7888;UTM  16      - 3,768,808.778   467,566.944   MT  0.99961297   -0 11 48.6
 AA7888
 AA7888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7888!SPC AL W     -   0.99996550  x   0.99993565  =   0.99990115
 AA7888!UTM  16      -   0.99996550  x   0.99961297  =   0.99957849
 AA7888
 AA7888:                Primary Azimuth Mark                     Grid Az
 AA7888:SPC AL W     -  67 22                                    278 33 19.0
 AA7888:UTM  16      -  67 22                                    278 50 07.1
 AA7888
 AA7888|---------------------------------------------------------------------|
 AA7888| PID    Reference Object                     Distance      Geod. Az  |
 AA7888|                                                           dddmmss.s |
 AA7888| AA7887 67 22                               APPROX. 0.5 KM 2783818.5 |
 AA7888|---------------------------------------------------------------------|
 AA7888
 AA7888                          SUPERSEDED SURVEY CONTROL
 AA7888
 AA7888  ELLIP H (10/10/95)  219.79   (m)                       GP(       ) 4 2
 AA7888  NGVD 29 (08/31/95)  246.8    (m)          810.     (f) GPS OBS        
 AA7888
 AA7888.Superseded values are not recommended for survey control.
 AA7888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7888.See file dsdata.txt to determine how the superseded data were derived.
 AA7888
 AA7888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6756768809(NAD 83)
 AA7888_MARKER: DD = SURVEY DISK
 AA7888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7888_STAMPING: 67-23 1994
 AA7888_MARK LOGO: ALHD  
 AA7888_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7888+STABILITY: SURFACE MOTION
 AA7888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7888+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7888
 AA7888  HISTORY     - Date     Condition        Report By
 AA7888  HISTORY     - 1994     MONUMENTED       ALHD
 AA7888
 AA7888                          STATION DESCRIPTION
 AA7888
 AA7888'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7888'THE STATION IS LOCATED IN WINSTON COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA7888'OF WINSTON COUNTY ROAD NO. 8 ABOUT 6.60 MI (10.62 KM) SOUTH-SOUTHEAST
 AA7888'OF DOUBLE SPRINGS AND ABOUT 8.00 MI (12.87 KM) WEST-SOUTHWEST OF
 AA7888'ARLEY.
 AA7888' 
 AA7888'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7888'195 (MILE POST 26.50 ON ALA 195, MILE POST 21.15 ON U.S. 278, AND MILE
 AA7888'POST 0.00 ON ALA 33) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE SOUTH
 AA7888'ON ALA 195 FOR 6.90 MI (11.10 KM) TO MILE POST 19.60 AND WINSTON
 AA7888'COUNTY ROAD NO. 8 ON THE LEFT, TURN LEFT ON WINSTON COUNTY ROAD NO. 8
 AA7888'AND DRIVE WEST FOR 1.40 MI (2.25 KM) TO A Y-INTERSECTION WITH A PAVED
 AA7888'COUNTY ROAD LEFT AND WINSTON COUNTY ROAD NO. 8 RIGHT, BEAR RIGHT ON
 AA7888'WINSTON COUNTY ROAD NO. 8 AND DRIVE WEST FOR 1.85 MI (2.98 KM) TO THE
 AA7888'STATION ON THE LEFT.
 AA7888' 
 AA7888'THE STATION IS 29.8 FT (9.1 M) NORTHEAST OF THE CENTER OF WINSTON
 AA7888'COUNTY ROAD NO. 8, 60.4 FT (18.4 M) NORTHWEST OF CABLE POLE NO. 180,
 AA7888'79.5 FT (24.2 M) WEST OF THE CENTER OF A GRAVEL DRIVEWAY, 87.2 FT
 AA7888'(26.6 M) WEST OF A HOG WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS,
 AA7888'88.2 FT (26.9 M) WEST OF THE SOUTH ONE OF TWO CONNECTED CROSS TIE
 AA7888'POSTS IN THE FENCE LINE, 124.0 FT (37.8 M) SOUTHEAST OF THE CENTER OF
 AA7888'A GRAVEL DRIVEWAY, 150.0 FT (45.7 M) SOUTHEAST OF A JUNCTION POWER
 AA7888'POLE, 2.1 FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 AA7888'FLUSH WITH THE GROUND.
 AA7888' 
 AA7888'STATION 67-22 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7889 ***********************************************************************
 AA7889  DESIGNATION -  67 24
 AA7889  PID         -  AA7889
 AA7889  STATE/COUNTY-  AL/WINSTON
 AA7889  USGS QUAD   -  ADDISON (1983)
 AA7889
 AA7889                         *CURRENT SURVEY CONTROL
 AA7889  ___________________________________________________________________
 AA7889* NAD 83(1992)-  34 10 17.84970(N)    087 14 49.63100(W)     ADJUSTED  
 AA7889* NAVD 88     -       170.4    (meters)     559.     (feet)  VERTCON   
 AA7889  ___________________________________________________________________
 AA7889  X           -     253,719.693 (meters)                     COMP
 AA7889  Y           -  -5,276,611.449 (meters)                     COMP
 AA7889  Z           -   3,562,293.792 (meters)                     COMP
 AA7889  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 AA7889  ELLIP HEIGHT-         143.41  (meters)          (07/29/02) GPS OBS
 AA7889  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 AA7889
 AA7889  HORZ ORDER  -  FIRST
 AA7889  ELLP ORDER  -  FOURTH    CLASS I
 AA7889
 AA7889.The horizontal coordinates were established by GPS observations
 AA7889.and adjusted by the National Geodetic Survey in August 1995..
 AA7889
 AA7889.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7889.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7889
 AA7889.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7889
 AA7889.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7889
 AA7889.The ellipsoidal height was determined by GPS observations
 AA7889.and is referenced to NAD 83.
 AA7889
 AA7889.The geoid height was determined by GEOID03.
 AA7889
 AA7889;                    North         East     Units Scale Factor Converg.
 AA7889;SPC AL W     -   462,583.414   623,313.675   MT  0.99994003   +0 08 31.3
 AA7889;UTM  16      - 3,781,213.261   477,225.001   MT  0.99960639   -0 08 19.7
 AA7889
 AA7889!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7889!SPC AL W     -   0.99997749  x   0.99994003  =   0.99991752
 AA7889!UTM  16      -   0.99997749  x   0.99960639  =   0.99958389
 AA7889
 AA7889                          SUPERSEDED SURVEY CONTROL
 AA7889
 AA7889  ELLIP H (10/10/95)  143.45   (m)                       GP(       ) 4 2
 AA7889  NGVD 29 (08/31/95)  170.3    (m)          559.     (f) GPS OBS        
 AA7889
 AA7889.Superseded values are not recommended for survey control.
 AA7889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7889.See file dsdata.txt to determine how the superseded data were derived.
 AA7889
 AA7889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7722581213(NAD 83)
 AA7889_MARKER: DD = SURVEY DISK
 AA7889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7889_STAMPING: 67-24 1994
 AA7889_MARK LOGO: ALHD  
 AA7889_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7889+STABILITY: SURFACE MOTION
 AA7889_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7889+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2006
 AA7889
 AA7889  HISTORY     - Date     Condition        Report By
 AA7889  HISTORY     - 1994     MONUMENTED       ALHD
 AA7889  HISTORY     - 20060529 GOOD             INDIV
 AA7889
 AA7889                          STATION DESCRIPTION
 AA7889
 AA7889'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7889'THE STATION IS LOCATED IN WINSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7889'U.S. 278, ABOUT 4.25 MI (6.84 KM) SOUTHWEST OF ADDISON AND ABOUT 9.05
 AA7889'MI (14.56 KM) EAST-NORTHEAST OF DOUBLE SPRINGS.
 AA7889' 
 AA7889'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7889'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7889'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7889'EAST ON U.S. 278 FOR 10.70 MI (17.22 KM) TO MILE POST 31.85 AND THE
 AA7889'STATION ON THE RIGHT.
 AA7889' 
 AA7889'THE STATION IS LOCATED ON TOP OF A 15 FT (4.6 M) BACKSLOPE, 105.3 FT
 AA7889'(32.1 M) SOUTH OF THE CENTERLINE OF U.S. 278, 131.7 FT (40.1 M)
 AA7889'SOUTHEAST OF THE EAST END OF THE SOUTH METAL GUARDRAIL AT BRUSHY CREEK
 AA7889'BRIDGE, 244.7 FT (74.6 M) EAST-SOUTHEAST OF A HASH BOARD SIGN AT THE
 AA7889'SOUTHWEST CORNER OF THE BRUSHY CREEK BRIDGE, 245.8 FT (74.9 M)
 AA7889'EAST-SOUTHEAST OF THE EAST END OF THE SOUTH CONCRETE GUARDRAIL OF THE
 AA7889'BRUSHY CREEK BRIDGE, 1.9 FT (0.6 M) NORTH OF A CARSONITE WITNESS POST,
 AA7889'AND SET FLUSH WITH THE GROUND.
 AA7889' 
 AA7889'STATION 67-25 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7889
 AA7889                          STATION RECOVERY (2006)
 AA7889
 AA7889'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RSE)
 AA7889'CARSONITE POST DESTROYED BY MOWING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7890 ***********************************************************************
 AA7890  DESIGNATION -  67 25
 AA7890  PID         -  AA7890
 AA7890  STATE/COUNTY-  AL/WINSTON
 AA7890  USGS QUAD   -  ADDISON (1983)
 AA7890
 AA7890                         *CURRENT SURVEY CONTROL
 AA7890  ___________________________________________________________________
 AA7890* NAD 83(1992)-  34 10 18.07492(N)    087 14 28.87564(W)     ADJUSTED  
 AA7890* NAVD 88     -       191.5    (meters)     628.     (feet)  VERTCON   
 AA7890  ___________________________________________________________________
 AA7890  X           -     254,251.303 (meters)                     COMP
 AA7890  Y           -  -5,276,599.444 (meters)                     COMP
 AA7890  Z           -   3,562,311.391 (meters)                     COMP
 AA7890  LAPLACE CORR-          -4.72  (seconds)                    DEFLEC99
 AA7890  ELLIP HEIGHT-         164.52  (meters)          (07/29/02) GPS OBS
 AA7890  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 AA7890
 AA7890  HORZ ORDER  -  FIRST
 AA7890  ELLP ORDER  -  FOURTH    CLASS I
 AA7890
 AA7890.The horizontal coordinates were established by GPS observations
 AA7890.and adjusted by the National Geodetic Survey in August 1995..
 AA7890
 AA7890.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7890.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7890
 AA7890.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7890
 AA7890.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7890
 AA7890.The ellipsoidal height was determined by GPS observations
 AA7890.and is referenced to NAD 83.
 AA7890
 AA7890.The geoid height was determined by GEOID03.
 AA7890
 AA7890;                    North         East     Units Scale Factor Converg.
 AA7890;SPC AL W     -   462,591.686   623,845.183   MT  0.99994034   +0 08 43.0
 AA7890;UTM  16      - 3,781,218.925   477,756.366   MT  0.99960610   -0 08 08.0
 AA7890
 AA7890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7890!SPC AL W     -   0.99997417  x   0.99994034  =   0.99991452
 AA7890!UTM  16      -   0.99997417  x   0.99960610  =   0.99958028
 AA7890
 AA7890                          SUPERSEDED SURVEY CONTROL
 AA7890
 AA7890  ELLIP H (10/10/95)  164.56   (m)                       GP(       ) 4 2
 AA7890  NGVD 29 (08/31/95)  191.5    (m)          628.     (f) GPS OBS        
 AA7890
 AA7890.Superseded values are not recommended for survey control.
 AA7890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7890.See file dsdata.txt to determine how the superseded data were derived.
 AA7890
 AA7890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7775681219(NAD 83)
 AA7890_MARKER: DD = SURVEY DISK
 AA7890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7890_STAMPING: 67-25 1994
 AA7890_MARK LOGO: ALHD  
 AA7890_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7890+STABILITY: SURFACE MOTION
 AA7890_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7890+SATELLITE: SATELLITE OBSERVATIONS - May 28, 2006
 AA7890
 AA7890  HISTORY     - Date     Condition        Report By
 AA7890  HISTORY     - 1994     MONUMENTED       ALHD
 AA7890  HISTORY     - 20060528 GOOD             INDIV
 AA7890
 AA7890                          STATION DESCRIPTION
 AA7890
 AA7890'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7890'THE STATION IS LOCATED IN WINSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA7890'U.S. 278, ABOUT 3.90 MI (6.28 KM) SOUTHWEST OF ADDISON AND ABOUT 9.40
 AA7890'MI (15.13 KM) EAST-NORTHEAST OF DOUBLE SPRINGS.
 AA7890' 
 AA7890'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7890'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7890'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7890'EAST ON U.S. 278 FOR 11.05 MI (17.78 KM) TO MILE POST 32.20 AND THE
 AA7890'STATION ON THE RIGHT.
 AA7890' 
 AA7890'THE STATION IS 26.1 FT (8.0 M) SOUTH-SOUTHEAST OF THE SOUTH METAL
 AA7890'GUARDRAIL, 28.1 FT (8.6 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 AA7890'CONCRETE DROP INLET, 36.4 FT (11.1 M) EAST-SOUTHEAST OF THE NORTH END
 AA7890'OF A METAL GUARDRAIL ACROSS AN OLD PAVEMENT, 36.4 FT (11.1 M)
 AA7890'EAST-NORTHEAST OF THE SOUTH END OF A METAL GUARDRAIL ACROSS AN OLD
 AA7890'PAVEMENT, 48.5 FT (14.8 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S.
 AA7890'278, 51.5 FT (15.7 M) EAST-SOUTHEAST OF A GRAPHIC CURVE SIGN, 105.0 FT
 AA7890'(32.0 M) WEST-SOUTHWEST OF A GRAPHIC CURVE SIGN, 2.1 FT (0.6 M) NORTH
 AA7890'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7890' 
 AA7890'STATION 67-24 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7890
 AA7890                          STATION RECOVERY (2006)
 AA7890
 AA7890'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (RSE)
 AA7890'CARSONITE POST DESTROYED BY MOWING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7891 ***********************************************************************
 AA7891  DESIGNATION -  67 26
 AA7891  PID         -  AA7891
 AA7891  STATE/COUNTY-  AL/WINSTON
 AA7891  USGS QUAD   -  ADDISON (1983)
 AA7891
 AA7891                         *CURRENT SURVEY CONTROL
 AA7891  ___________________________________________________________________
 AA7891* NAD 83(1992)-  34 09 37.36978(N)    087 11 03.65181(W)     ADJUSTED  
 AA7891* NAVD 88     -       244.8    (meters)     803.     (feet)  VERTCON   
 AA7891  ___________________________________________________________________
 AA7891  X           -     259,537.905 (meters)                     COMP
 AA7891  Y           -  -5,277,091.285 (meters)                     COMP
 AA7891  Z           -   3,561,303.412 (meters)                     COMP
 AA7891  LAPLACE CORR-          -4.74  (seconds)                    DEFLEC99
 AA7891  ELLIP HEIGHT-         217.62  (meters)          (07/29/02) GPS OBS
 AA7891  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AA7891
 AA7891  HORZ ORDER  -  FIRST
 AA7891  ELLP ORDER  -  FOURTH    CLASS I
 AA7891
 AA7891.The horizontal coordinates were established by GPS observations
 AA7891.and adjusted by the National Geodetic Survey in August 1995..
 AA7891
 AA7891.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7891.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7891
 AA7891.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7891
 AA7891.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7891
 AA7891.The ellipsoidal height was determined by GPS observations
 AA7891.and is referenced to NAD 83.
 AA7891
 AA7891.The geoid height was determined by GEOID03.
 AA7891
 AA7891;                    North         East     Units Scale Factor Converg.
 AA7891;SPC AL W     -   461,352.325   629,104.663   MT  0.99994377   +0 10 38.1
 AA7891;UTM  16      - 3,779,954.230   483,007.937   MT  0.99960356   -0 06 12.6
 AA7891
 AA7891!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7891!SPC AL W     -   0.99996584  x   0.99994377  =   0.99990961
 AA7891!UTM  16      -   0.99996584  x   0.99960356  =   0.99956941
 AA7891
 AA7891:                Primary Azimuth Mark                     Grid Az
 AA7891:SPC AL W     -  67 27                                    022 35 17.5
 AA7891:UTM  16      -  67 27                                    022 52 08.2
 AA7891
 AA7891|---------------------------------------------------------------------|
 AA7891| PID    Reference Object                     Distance      Geod. Az  |
 AA7891|                                                           dddmmss.s |
 AA7891| AA7892 67 27                               APPROX. 0.6 KM 0224555.6 |
 AA7891|---------------------------------------------------------------------|
 AA7891
 AA7891                          SUPERSEDED SURVEY CONTROL
 AA7891
 AA7891  ELLIP H (10/10/95)  217.66   (m)                       GP(       ) 4 2
 AA7891  NGVD 29 (08/31/95)  244.8    (m)          803.     (f) GPS OBS        
 AA7891
 AA7891.Superseded values are not recommended for survey control.
 AA7891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7891.See file dsdata.txt to determine how the superseded data were derived.
 AA7891
 AA7891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8300879954(NAD 83)
 AA7891_MARKER: DD = SURVEY DISK
 AA7891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7891_STAMPING: 67-26 1994
 AA7891_MARK LOGO: ALHD  
 AA7891_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7891+STABILITY: SURFACE MOTION
 AA7891_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7891+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7891
 AA7891  HISTORY     - Date     Condition        Report By
 AA7891  HISTORY     - 1994     MONUMENTED       ALHD
 AA7891
 AA7891                          STATION DESCRIPTION
 AA7891
 AA7891'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7891'THE STATION IS LOCATED IN WINSTON COUNTY ON THE WEST RIGHT OF WAY OF
 AA7891'WINSTON COUNTY ROAD NO. 41, ABOUT 2.75 MI (4.43 KM) SOUTH OF ADDISON
 AA7891'AND ABOUT 5.80 MI (9.33 KM) NORTH-NORTHEAST OF ARLEY.
 AA7891' 
 AA7891'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7891'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7891'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7891'EAST ON U.S. 278 FOR 15.95 MI (25.67 KM) TO MILE POST 37.10 AND
 AA7891'WINSTON COUNTY ROAD NO. 41 LEFT AND RIGHT AT A TRAFFIC LIGHT IN
 AA7891'ADDISON, TURN RIGHT ON WINSTON COUNTY ROAD NO. 41 AND DRIVE SOUTH FOR
 AA7891'3.30 MI (5.31 KM) TO THE STATION ON THE RIGHT.
 AA7891' 
 AA7891'THE STATION IS 4.1 FT (1.2 M) EAST OF A TWO STRAND ELECTRIC FENCE ON
 AA7891'WHITE TOP, GREEN STEEL POSTS, 34.2 FT (10.4 M) WEST OF THE CENTERLINE
 AA7891'OF WINSTON COUNTY ROAD NO. 41, 108.5 FT (33.1 M) SOUTH OF A
 AA7891'TRANSFORMER POWER POLE WITH ONE GUY WIRE, 142.7 FT (43.5 M)
 AA7891'NORTH-NORTHEAST OF A TRANSFORMER POWER POLE WITH ONE GUY WIRE, 4.4 FT
 AA7891'(1.3 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7891'GROUND.
 AA7891' 
 AA7891'STATION 67-27 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7892 ***********************************************************************
 AA7892  DESIGNATION -  67 27
 AA7892  PID         -  AA7892
 AA7892  STATE/COUNTY-  AL/WINSTON
 AA7892  USGS QUAD   -  ADDISON (1983)
 AA7892
 AA7892                         *CURRENT SURVEY CONTROL
 AA7892  ___________________________________________________________________
 AA7892* NAD 83(1992)-  34 09 53.94357(N)    087 10 55.28451(W)     ADJUSTED  
 AA7892* NAVD 88     -       249.9    (meters)     820.     (feet)  VERTCON   
 AA7892  ___________________________________________________________________
 AA7892  X           -     259,738.082 (meters)                     COMP
 AA7892  Y           -  -5,276,798.517 (meters)                     COMP
 AA7892  Z           -   3,561,728.841 (meters)                     COMP
 AA7892  LAPLACE CORR-          -4.79  (seconds)                    DEFLEC99
 AA7892  ELLIP HEIGHT-         222.70  (meters)          (07/29/02) GPS OBS
 AA7892  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AA7892
 AA7892  HORZ ORDER  -  FIRST
 AA7892  ELLP ORDER  -  FOURTH    CLASS I
 AA7892
 AA7892.The horizontal coordinates were established by GPS observations
 AA7892.and adjusted by the National Geodetic Survey in August 1995..
 AA7892
 AA7892.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7892
 AA7892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7892
 AA7892.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7892
 AA7892.The ellipsoidal height was determined by GPS observations
 AA7892.and is referenced to NAD 83.
 AA7892
 AA7892.The geoid height was determined by GEOID03.
 AA7892
 AA7892;                    North         East     Units Scale Factor Converg.
 AA7892;SPC AL W     -   461,863.641   629,317.380   MT  0.99994392   +0 10 42.9
 AA7892;UTM  16      - 3,780,464.324   483,223.084   MT  0.99960347   -0 06 08.0
 AA7892
 AA7892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7892!SPC AL W     -   0.99996504  x   0.99994392  =   0.99990896
 AA7892!UTM  16      -   0.99996504  x   0.99960347  =   0.99956853
 AA7892
 AA7892:                Primary Azimuth Mark                     Grid Az
 AA7892:SPC AL W     -  67 26                                    202 35 17.4
 AA7892:UTM  16      -  67 26                                    202 52 08.3
 AA7892
 AA7892|---------------------------------------------------------------------|
 AA7892| PID    Reference Object                     Distance      Geod. Az  |
 AA7892|                                                           dddmmss.s |
 AA7892| AA7891 67 26                               APPROX. 0.6 KM 2024600.3 |
 AA7892|---------------------------------------------------------------------|
 AA7892
 AA7892                          SUPERSEDED SURVEY CONTROL
 AA7892
 AA7892  ELLIP H (10/10/95)  222.74   (m)                       GP(       ) 4 2
 AA7892  NGVD 29 (08/31/95)  249.9    (m)          820.     (f) GPS OBS        
 AA7892
 AA7892.Superseded values are not recommended for survey control.
 AA7892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7892.See file dsdata.txt to determine how the superseded data were derived.
 AA7892
 AA7892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8322380464(NAD 83)
 AA7892_MARKER: DD = SURVEY DISK
 AA7892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7892_STAMPING: 67-27 1994
 AA7892_MARK LOGO: ALHD  
 AA7892_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7892+STABILITY: SURFACE MOTION
 AA7892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7892+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7892
 AA7892  HISTORY     - Date     Condition        Report By
 AA7892  HISTORY     - 1994     MONUMENTED       ALHD
 AA7892
 AA7892                          STATION DESCRIPTION
 AA7892
 AA7892'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7892'THE STATION IS LOCATED IN WINSTON COUNTY ON THE WEST RIGHT OF WAY OF
 AA7892'WINSTON COUNTY ROAD NO. 41, ABOUT 2.50 MI (4.02 KM) SOUTH OF ADDISON
 AA7892'AND ABOUT 6.10 MI (9.82 KM) NORTH-NORTHEAST OF ARLEY.
 AA7892' 
 AA7892'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7892'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7892'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7892'EAST ON U.S. 278 FOR 15.95 MI (25.67 KM) TO MILE POST 37.10 AND
 AA7892'WINSTON COUNTY ROAD NO. 41 LEFT AND RIGHT AT A TRAFFIC LIGHT IN
 AA7892'ADDISON, TURN RIGHT ON WINSTON COUNTY ROAD NO. 41 AND DRIVE SOUTH FOR
 AA7892'2.95 MI (4.75 KM) TO THE STATION ON THE RIGHT.
 AA7892' 
 AA7892'THE STATION IS 15.1 FT (4.6 M) EAST-SOUTHEAST OF A HOG WIRE FENCE WITH
 AA7892'ONE STRAND OF BARBED WIRE ON OLD WOOD POSTS, 20.4 FT (6.2 M)
 AA7892'EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE FENCE, 31.6 FT (9.6 M)
 AA7892'WEST-NORTHWEST OF THE CENTERLINE OF WINSTON COUNTY ROAD NO. 41, 58.8
 AA7892'FT (17.9 M) NORTH OF THE NORTH POST OF A HASH BOARD AND DOUBLE ARROW
 AA7892'SIGN, 68.0 FT (20.7 M) NORTH OF THE CENTER OF THE INTERSECTION OF
 AA7892'WINSTON COUNTY ROAD NO. 41 AND A PAVED ROAD LEADING EAST, 133.7 FT
 AA7892'(40.8 M) NORTH-NORTHEAST OF U.S.G.S. BENCHMARK 58 DSL 1967 ELEV 818
 AA7892'FT, 159.5 FT (48.6 M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO.
 AA7892'45, 14.9 FT (4.5 M) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND
 AA7892'SET FLUSH WITH THE GROUND.
 AA7892' 
 AA7892'STATION 67-26 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7893 ***********************************************************************
 AA7893  DESIGNATION -  67 28
 AA7893  PID         -  AA7893
 AA7893  STATE/COUNTY-  AL/WINSTON
 AA7893  USGS QUAD   -  ARLEY (1983)
 AA7893
 AA7893                         *CURRENT SURVEY CONTROL
 AA7893  ___________________________________________________________________
 AA7893* NAD 83(1992)-  34 05 37.77806(N)    087 14 57.69395(W)     ADJUSTED  
 AA7893* NAVD 88     -       201.9    (meters)     662.     (feet)  VERTCON   
 AA7893  ___________________________________________________________________
 AA7893  X           -     253,747.051 (meters)                     COMP
 AA7893  Y           -  -5,281,483.972 (meters)                     COMP
 AA7893  Z           -   3,555,168.014 (meters)                     COMP
 AA7893  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 AA7893  ELLIP HEIGHT-         174.67  (meters)          (07/29/02) GPS OBS
 AA7893  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AA7893
 AA7893  HORZ ORDER  -  FIRST
 AA7893  ELLP ORDER  -  FOURTH    CLASS I
 AA7893
 AA7893.The horizontal coordinates were established by GPS observations
 AA7893.and adjusted by the National Geodetic Survey in August 1995..
 AA7893
 AA7893.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7893
 AA7893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7893
 AA7893.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7893
 AA7893.The ellipsoidal height was determined by GPS observations
 AA7893.and is referenced to NAD 83.
 AA7893
 AA7893.The geoid height was determined by GEOID03.
 AA7893
 AA7893;                    North         East     Units Scale Factor Converg.
 AA7893;SPC AL W     -   453,953.758   623,128.371   MT  0.99993992   +0 08 25.8
 AA7893;UTM  16      - 3,772,587.494   476,997.519   MT  0.99960652   -0 08 23.2
 AA7893
 AA7893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7893!SPC AL W     -   0.99997258  x   0.99993992  =   0.99991250
 AA7893!UTM  16      -   0.99997258  x   0.99960652  =   0.99957911
 AA7893
 AA7893|---------------------------------------------------------------------|
 AA7893| PID    Reference Object                     Distance      Geod. Az  |
 AA7893|                                                           dddmmss.s |
 AA7893| AA7894 67 29                               392.326 METERS 01108     |
 AA7893|---------------------------------------------------------------------|
 AA7893
 AA7893                          SUPERSEDED SURVEY CONTROL
 AA7893
 AA7893  ELLIP H (10/10/95)  174.70   (m)                       GP(       ) 4 2
 AA7893  NGVD 29 (08/31/95)  201.8    (m)          662.     (f) GPS OBS        
 AA7893
 AA7893.Superseded values are not recommended for survey control.
 AA7893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7893.See file dsdata.txt to determine how the superseded data were derived.
 AA7893
 AA7893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7699872587(NAD 83)
 AA7893_MARKER: DD = SURVEY DISK
 AA7893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7893_STAMPING: 67-28 1994
 AA7893_MARK LOGO: ALHD  
 AA7893_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7893+STABILITY: SURFACE MOTION
 AA7893_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA7893+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 AA7893
 AA7893  HISTORY     - Date     Condition        Report By
 AA7893  HISTORY     - 1994     MONUMENTED       ALHD
 AA7893  HISTORY     - 20050210 GOOD             ALHD
 AA7893
 AA7893                          STATION DESCRIPTION
 AA7893
 AA7893'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7893'THE STATION IS LOCATED IN WINSTON COUNTY ON THE WEST RIGHT OF WAY OF A
 AA7893'PAVED COUNTY ROAD, ABOUT 2.20 MI (3.54 KM) NORTHWEST OF ARLEY AND
 AA7893'ABOUT 9.45 MI (15.21 KM) SOUTHEAST OF DOUBLE SPRINGS.
 AA7893' 
 AA7893'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7893'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7893'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7893'EAST ON U.S. 278 FOR 9.40 MI (15.13 KM) TO MILE POST 30.55 AND WINSTON
 AA7893'COUNTY ROAD NO. 63 ON THE RIGHT, TURN RIGHT ON WINSTON COUNTY ROAD NO.
 AA7893'63 AND DRIVE SOUTHEAST FOR 3.10 MI (4.99 KM) TO A PAVED COUNTY ROAD ON
 AA7893'THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR
 AA7893'2.60 MI (4.18 KM) TO AND INTERSECTION WITH A GRAVEL ROAD AHEAD, A
 AA7893'GRAVEL DRIVEWAY ON THE LEFT AND A PAVED COUNTY ROAD ON THE RIGHT, TURN
 AA7893'RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTHWEST FOR 0.20 MI (0.32
 AA7893'KM) TO THE STATION ON THE RIGHT.
 AA7893' 
 AA7893'THE STATION IS 2.2 FT (0.7 M) EAST OF A TWO STRAND BARBED WIRE FENCE
 AA7893'ON WHITE TOP, GREEN STEEL POSTS, 25.8 FT (7.9 M) WEST OF THE CENTER OF
 AA7893'THE PAVED COUNTY ROAD, 214.0 FT (65.2 M) WEST-NORTHWEST OF A POWER
 AA7893'POLE ACROSS THE ROAD IN A HAY FIELD, 277.5 FT (84.6 M) SOUTH OF AN
 AA7893'ANGLE POWER POLE WITH TWO GUY WIRES, 2.2 FT (0.7 M) EAST OF A
 AA7893'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7893' 
 AA7893'STATION 67-29 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7893
 AA7893                          STATION RECOVERY (2005)
 AA7893
 AA7893'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7894 ***********************************************************************
 AA7894  DESIGNATION -  67 29
 AA7894  PID         -  AA7894
 AA7894  STATE/COUNTY-  AL/WINSTON
 AA7894  USGS QUAD   -  ARLEY (1983)
 AA7894
 AA7894                         *CURRENT SURVEY CONTROL
 AA7894  ___________________________________________________________________
 AA7894* NAD 83(1992)-  34 05 50.27156(N)    087 14 54.74073(W)     ADJUSTED  
 AA7894* NAVD 88     -       204.6    (meters)     671.     (feet)  VERTCON   
 AA7894  ___________________________________________________________________
 AA7894  X           -     253,812.416 (meters)                     COMP
 AA7894  Y           -  -5,281,267.003 (meters)                     COMP
 AA7894  Z           -   3,555,488.306 (meters)                     COMP
 AA7894  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 AA7894  ELLIP HEIGHT-         177.35  (meters)          (07/29/02) GPS OBS
 AA7894  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 AA7894
 AA7894  HORZ ORDER  -  FIRST
 AA7894  ELLP ORDER  -  FOURTH    CLASS I
 AA7894
 AA7894.The horizontal coordinates were established by GPS observations
 AA7894.and adjusted by the National Geodetic Survey in August 1995..
 AA7894
 AA7894.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7894
 AA7894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7894
 AA7894.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7894
 AA7894.The ellipsoidal height was determined by GPS observations
 AA7894.and is referenced to NAD 83.
 AA7894
 AA7894.The geoid height was determined by GEOID03.
 AA7894
 AA7894;                    North         East     Units Scale Factor Converg.
 AA7894;SPC AL W     -   454,338.873   623,203.123   MT  0.99993997   +0 08 27.5
 AA7894;UTM  16      - 3,772,972.110   477,074.129   MT  0.99960648   -0 08 21.6
 AA7894
 AA7894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7894!SPC AL W     -   0.99997216  x   0.99993997  =   0.99991213
 AA7894!UTM  16      -   0.99997216  x   0.99960648  =   0.99957865
 AA7894
 AA7894|---------------------------------------------------------------------|
 AA7894| PID    Reference Object                     Distance      Geod. Az  |
 AA7894|                                                           dddmmss.s |
 AA7894| AA7893 67 28                               392.326 METERS 19108     |
 AA7894|---------------------------------------------------------------------|
 AA7894
 AA7894                          SUPERSEDED SURVEY CONTROL
 AA7894
 AA7894  ELLIP H (10/10/95)  177.38   (m)                       GP(       ) 4 2
 AA7894  NGVD 29 (08/31/95)  204.5    (m)          671.     (f) GPS OBS        
 AA7894
 AA7894.Superseded values are not recommended for survey control.
 AA7894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7894.See file dsdata.txt to determine how the superseded data were derived.
 AA7894
 AA7894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7707472972(NAD 83)
 AA7894_MARKER: DD = SURVEY DISK
 AA7894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7894_STAMPING: 67-29 1994
 AA7894_MARK LOGO: ALHD  
 AA7894_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7894+STABILITY: SURFACE MOTION
 AA7894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7894+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 AA7894
 AA7894  HISTORY     - Date     Condition        Report By
 AA7894  HISTORY     - 1994     MONUMENTED       ALHD
 AA7894  HISTORY     - 20050210 GOOD             ALHD
 AA7894
 AA7894                          STATION DESCRIPTION
 AA7894
 AA7894'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7894'THE STATION IS LOCATED IN WINSTON COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA7894'OF A PAVED COUNTY ROAD, ABOUT 2.35 MI (3.78 KM) NORTHWEST OF ARLEY AND
 AA7894'ABOUT 9.35 MI (15.05 KM) SOUTHEAST OF DOUBLE SPRINGS.
 AA7894' 
 AA7894'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7894'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7894'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7894'EAST ON U.S. 278 FOR 9.40 MI (15.13 KM) TO MILE POST 30.55 AND WINSTON
 AA7894'COUNTY ROAD NO. 63 ON THE RIGHT, TURN RIGHT ON WINSTON COUNTY ROAD NO.
 AA7894'63 AND DRIVE SOUTHEAST FOR 3.10 MI (4.99 KM) TO A PAVED COUNTY ROAD ON
 AA7894'THE RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE SOUTH FOR
 AA7894'2.55 MI (4.10 KM) TO THE STATION ON THE RIGHT.
 AA7894' 
 AA7894'THE STATION IS 22.5 FT (6.9 M) SOUTHWEST OF THE CENTER OF A PAVED
 AA7894'COUNTY ROAD, 43.0 FT (13.1 M) SOUTHEAST OF THE CENTER OF A GRAVEL
 AA7894'DRIVEWAY, 78.4 FT (23.9 M) NORTH OF THE NORTHEAST CORNER OF AN OPEN
 AA7894'SHED, 81.0 FT (24.7 M) NORTHEAST OF THE NORTHWEST CORNER OF AN OPEN
 AA7894'SHED, 164.5 FT (50.1 M) WEST-NORTHWEST OF A JUNCTION AND TRANSFORMER
 AA7894'POWER POLE WITH FOUR GUY WIRES ACROSS THE ROAD, 167.8 FT (51.1 M)
 AA7894'WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. 22 4 ACROSS THE ROAD,
 AA7894'178.5 FT (54.4 M) SOUTH-SOUTHEAST OF JUNCTION AND TRANSFORMER POWER
 AA7894'AND CABLE POLE NO. 22 4 ACROSS THE ROAD, 2.0 FT (0.6 M) NORTHEAST OF A
 AA7894'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA7894' 
 AA7894'STATION 67-28 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA7894
 AA7894                          STATION RECOVERY (2005)
 AA7894
 AA7894'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 AA7894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1665 ***********************************************************************
 EF1665  DESIGNATION -  67 3
 EF1665  PID         -  EF1665
 EF1665  STATE/COUNTY-  AL/WINSTON
 EF1665  USGS QUAD   -  HOUSTON (1981)
 EF1665
 EF1665                         *CURRENT SURVEY CONTROL
 EF1665  ___________________________________________________________________
 EF1665* NAD 83(1992)-  34 08 24.94122(N)    087 19 51.21557(W)     ADJUSTED  
 EF1665* NAVD 88     -       228.6    (meters)     750.     (feet)  VERTCON   
 EF1665  ___________________________________________________________________
 EF1665  X           -     246,097.580 (meters)                     COMP
 EF1665  Y           -  -5,278,976.236 (meters)                     COMP
 EF1665  Z           -   3,559,447.570 (meters)                     COMP
 EF1665  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 EF1665  ELLIP HEIGHT-         201.78  (meters)          (07/29/02) GPS OBS
 EF1665  GEOID HEIGHT-         -26.85  (meters)                     GEOID03
 EF1665
 EF1665  HORZ ORDER  -  FIRST
 EF1665  ELLP ORDER  -  FOURTH    CLASS I
 EF1665
 EF1665.The horizontal coordinates were established by GPS observations
 EF1665.and adjusted by the National Geodetic Survey in December 1992..
 EF1665
 EF1665.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1665.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1665
 EF1665.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1665
 EF1665.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1665
 EF1665.The ellipsoidal height was determined by GPS observations
 EF1665.and is referenced to NAD 83.
 EF1665
 EF1665.The geoid height was determined by GEOID03.
 EF1665
 EF1665;                    North         East     Units Scale Factor Converg.
 EF1665;SPC AL W     -   459,088.667   615,596.138   MT  0.99993633   +0 05 41.7
 EF1665;UTM  16      - 3,777,757.506   469,492.981   MT  0.99961147   -0 11 08.5
 EF1665
 EF1665!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1665!SPC AL W     -   0.99996833  x   0.99993633  =   0.99990466
 EF1665!UTM  16      -   0.99996833  x   0.99961147  =   0.99957981
 EF1665
 EF1665:                Primary Azimuth Mark                     Grid Az
 EF1665:SPC AL W     -  67 2                                     028 48 10.9
 EF1665:UTM  16      -  67 2                                     029 05 01.1
 EF1665
 EF1665|---------------------------------------------------------------------|
 EF1665| PID    Reference Object                     Distance      Geod. Az  |
 EF1665|                                                           dddmmss.s |
 EF1665| EF1664 67 2                                438.862 METERS 0285352.6 |
 EF1665|---------------------------------------------------------------------|
 EF1665
 EF1665                          SUPERSEDED SURVEY CONTROL
 EF1665
 EF1665  ELLIP H (12/04/92)  201.82   (m)                       GP(       ) 4 1
 EF1665  NAD 83(1992)-  34 08 24.94756(N)    087 19 51.21073(W) AD(       ) 1
 EF1665  NGVD 29 (12/04/92)  228.6    (m)          750.     (f) GPS OBS        
 EF1665
 EF1665.Superseded values are not recommended for survey control.
 EF1665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1665.See file dsdata.txt to determine how the superseded data were derived.
 EF1665
 EF1665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6949377758(NAD 83)
 EF1665_MARKER: DD = SURVEY DISK
 EF1665_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1665_SP_SET: CONCRETE POST
 EF1665_STAMPING: 67-3 1989
 EF1665_MARK LOGO: ALHD  
 EF1665_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1665_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1665+STABILITY: SURFACE MOTION
 EF1665_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1665+SATELLITE: SATELLITE OBSERVATIONS - January 21, 1992
 EF1665
 EF1665  HISTORY     - Date     Condition        Report By
 EF1665  HISTORY     - 1989     MONUMENTED       ALHD
 EF1665  HISTORY     - 19910725 GOOD             ALHD
 EF1665  HISTORY     - 19920121 GOOD
 EF1665
 EF1665                          STATION DESCRIPTION
 EF1665
 EF1665'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1665'THE STATION IS LOCATED IN WINSTON COUNTY ON THE DOUBLE SPRINGS -
 EF1665'WINSTON COUNTY AIRPORT, ABOUT 4.2 MI (6.8 KM) EAST OF DOUBLE SPRINGS
 EF1665'AND ABOUT 9.5 MI (15.3 KM) WEST - SOUTHWEST OF ADDISON.
 EF1665'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND ALA 33 IN
 EF1665'DOUBLE SPRINGS, DRIVE EAST ON U. S. 278 5.25 MI (8.45 KM) TO MILE
 EF1665'POST 26.35 AND THE ENTRANCE TO THE DOUBLE SPRINGS - WINSTON COUNTY
 EF1665'AIRPORT ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND DRIVE
 EF1665'NORTHEAST 0.10 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 EF1665'THE STATION IS 83.5 FT (25.5 M) WEST - NORTHWEST OF THE EXTENDED PLANE
 EF1665'OF THE WEST EDGE OF THE RUNWAY, 38.0 FT (11.6 M) SOUTH - SOUTHWEST OF
 EF1665'THE EXTENDED PLANE OF THE SOUTH END OF THE RUNWAY, 90.0 FT (27.4 M)
 EF1665'WEST - SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUNWAY, 189.2 FT
 EF1665'(57.7 M) SOUTH - SOUTHWEST OF THE WIND SOCK POLE, 106.7 FT (32.5 M)
 EF1665'EAST - SOUTHEST OF THE CENTERLINE OF THE ENTRANCE ROAD, 69.5 FT
 EF1665'(21.2 M) WEST OF THE WEST ONE OF THREE RED AND BLUE LIGHTS AT THE
 EF1665'SOUTHWEST CORNER OF THE RUNWAY, 3.0 FT (0.9 M) WEST OF A CARSONITE
 EF1665'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1665'STATION 67 - 2 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1665'BEFORE USING PLEASE NOTIFY -
 EF1665'MR. CORBIN SEYMOUR, MAYOR
 EF1665'TOWN OF DOUBLE SPRINGS
 EF1665'P. O. BOX 279
 EF1665'DOUBLE SPRINGS, ALABAMA 35553
 EF1665'OFFICE PHONE - 205 - 489 - 5447
 EF1665'HOME PHONE - 205 - 489 - 2410
 EF1665
 EF1665                          STATION RECOVERY (1991)
 EF1665
 EF1665'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1665'THE STATION IS LOCATED IN WINSTON COUNTY ON THE DOUBLE SPRINGS -
 EF1665'WINSTON COUNTY AIRPORT, ABOUT 4.2 MI (6.8 KM) EAST OF DOUBLE SPRINGS
 EF1665'AND ABOUT 9.5 MI (15.3 KM) WEST-SOUTHWEST OF ADDISON.
 EF1665'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278 AND ALA 33 IN
 EF1665'DOUBLE SPRINGS, DRIVE EAST ON U.S. 278 FOR 5.25 MI (8.45 KM) TO MILE
 EF1665'POST 26.35 AND THE ENTRANCE TO THE DOUBLE SPRINGS - WINSTON COUNTY
 EF1665'AIRPORT ON THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND DRIVE
 EF1665'NORTHEAST FOR 0.10 MI (0.16 KM) TO THE STATION ON THE RIGHT.
 EF1665'THE STATION IS 83.5 FT (25.5 M) WEST-NORTHWEST OF THE EXTENDED PLANE
 EF1665'OF THE WEST EDGE OF THE RUNWAY, 38.0 FT (11.6 M) SOUTH-SOUTHWEST OF
 EF1665'THE EXTENDED PLANE OF THE SOUTH END OF THE RUNWAY, 90.0 FT (27.4 M)
 EF1665'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE RUNWAY, 189.2 FT
 EF1665'(57.7 M) SOUTH-SOUTHWEST OF THE WIND SOCK POLE, 106.7 FT (32.5 M)
 EF1665'EAST-SOUTHEAST OF THE CENTERLINE OF THE ENTRANCE ROAD, 69.5 FT
 EF1665'(21.2 M) WEST OF THE WEST ONE OF THREE RED AND BLUE LIGHTS AT THE
 EF1665'SOUTHWEST CORNER OF THE RUNWAY, 3.0 FT (0.9 M) WEST OF A CARSONITE
 EF1665'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1665'STATION 67-2 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1665'BEFORE USING PLEASE NOTIFY -
 EF1665'MR. CORBIN SEYMOUR, MAYOR
 EF1665'TOWN OF DOUBLE SPRINGS
 EF1665'P. O. BOX 279
 EF1665'DOUBLE SPRINGS, ALABAMA 35553
 EF1665'OFFICE PHONE - 205-489-5447
 EF1665'HOME PHONE - 205-489-2410
 EF1665
 EF1665                          STATION RECOVERY (1992)
 EF1665
 EF1665'RECOVERED 1992
 EF1665'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7895 ***********************************************************************
 AA7895  DESIGNATION -  67 30
 AA7895  PID         -  AA7895
 AA7895  STATE/COUNTY-  AL/WINSTON
 AA7895  USGS QUAD   -  ARLEY (1983)
 AA7895
 AA7895                         *CURRENT SURVEY CONTROL
 AA7895  ___________________________________________________________________
 AA7895* NAD 83(1992)-  34 05 24.10210(N)    087 08 38.38851(W)     ADJUSTED  
 AA7895* NAVD 88     -       241.8    (meters)     793.     (feet)  VERTCON   
 AA7895  ___________________________________________________________________
 AA7895  X           -     263,472.270 (meters)                     COMP
 AA7895  Y           -  -5,281,277.069 (meters)                     COMP
 AA7895  Z           -   3,554,841.222 (meters)                     COMP
 AA7895  LAPLACE CORR-          -4.05  (seconds)                    DEFLEC99
 AA7895  ELLIP HEIGHT-         214.25  (meters)          (07/29/02) GPS OBS
 AA7895  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 AA7895
 AA7895  HORZ ORDER  -  FIRST
 AA7895  ELLP ORDER  -  FOURTH    CLASS I
 AA7895
 AA7895.The horizontal coordinates were established by GPS observations
 AA7895.and adjusted by the National Geodetic Survey in August 1995..
 AA7895
 AA7895.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7895
 AA7895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7895
 AA7895.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7895
 AA7895.The ellipsoidal height was determined by GPS observations
 AA7895.and is referenced to NAD 83.
 AA7895
 AA7895.The geoid height was determined by GEOID03.
 AA7895
 AA7895;                    North         East     Units Scale Factor Converg.
 AA7895;SPC AL W     -   453,561.249   632,852.430   MT  0.99994663   +0 11 58.3
 AA7895;UTM  16      - 3,772,147.573   486,716.247   MT  0.99960218   -0 04 50.6
 AA7895
 AA7895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7895!SPC AL W     -   0.99996637  x   0.99994663  =   0.99991300
 AA7895!UTM  16      -   0.99996637  x   0.99960218  =   0.99956856
 AA7895
 AA7895:                Primary Azimuth Mark                     Grid Az
 AA7895:SPC AL W     -  67 31                                    357 06 07.0
 AA7895:UTM  16      -  67 31                                    357 22 55.9
 AA7895
 AA7895|---------------------------------------------------------------------|
 AA7895| PID    Reference Object                     Distance      Geod. Az  |
 AA7895|                                                           dddmmss.s |
 AA7895| AA7896 67 31                               APPROX. 0.5 KM 3571805.3 |
 AA7895|---------------------------------------------------------------------|
 AA7895
 AA7895                          SUPERSEDED SURVEY CONTROL
 AA7895
 AA7895  ELLIP H (10/10/95)  214.30   (m)                       GP(       ) 4 2
 AA7895  NGVD 29 (08/31/95)  241.8    (m)          793.     (f) GPS OBS        
 AA7895
 AA7895.Superseded values are not recommended for survey control.
 AA7895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7895.See file dsdata.txt to determine how the superseded data were derived.
 AA7895
 AA7895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8671672148(NAD 83)
 AA7895_MARKER: DD = SURVEY DISK
 AA7895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7895_STAMPING: 67-30 1994
 AA7895_MARK LOGO: ALHD  
 AA7895_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7895+STABILITY: SURFACE MOTION
 AA7895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7895+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7895
 AA7895  HISTORY     - Date     Condition        Report By
 AA7895  HISTORY     - 1994     MONUMENTED       ALHD
 AA7895
 AA7895                          STATION DESCRIPTION
 AA7895
 AA7895'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7895'THE STATION IS LOCATED IN WINSTON COUNTY ON THE WEST RIGHT OF WAY OF
 AA7895'WINSTON COUNTY ROAD NO. 22, ABOUT 3.95 MI (6.36 KM) EAST - NORTHEAST
 AA7895'OF ARLEY AND ABOUT 7.90 MI (12.71 KM) SOUTH-SOUTHEAST OF ADDISON.
 AA7895' 
 AA7895'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7895'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7895'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7895'EAST ON U.S. 278 FOR 15.95 MI (25.67 KM) TO MILE POST 37.10 AND
 AA7895'WINSTON COUNTY ROAD NO. 41 LEFT AND RIGHT AT A TRAFFIC LIGHT IN
 AA7895'ADDISON, TURN RIGHT ON WINSTON COUNTY ROAD NO. 41 AND DRIVE SOUTH FOR
 AA7895'9.60 MI (15.45 KM) TO WINSTON COUNTY ROAD NO. 77 LEFT AND RIGHT IN
 AA7895'ARLEY, TURN LEFT ON WINSTON COUNTY ROAD NO. 77 AND DRIVE EAST AND
 AA7895'NORTHEAST FOR 5.10 MI (8.21 KM) TO WINSTON COUNTY ROAD NO. 22 ON THE
 AA7895'RIGHT, TURN RIGHT ON WINSTON COUNTY ROAD NO. 22 AND DRIVE SOUTH FOR
 AA7895'1.65 MI (2.66 KM) TO THE STATION ON THE RIGHT.
 AA7895' 
 AA7895'THE STATION IS LOCATED ON TOP OF A 6 FT (1.8 M) BACKSLOPE, 29.5 FT
 AA7895'(9.0 M) WEST-SOUTHWEST OF THE CENTER OF WINSTON COUNTY ROAD NO. 22,
 AA7895'51.1 FT (15.6 M) NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A FENCE,
 AA7895'122.4 FT (37.3 M) SOUTH-SOUTHEAST OF A TRANSFORMER POWER POLE WITH
 AA7895'THREE GUY WIRES, 127.2 FT (38.8 M) SOUTH-SOUTHEAST OF TELEPHONE
 AA7895'SERVICE POLE NO. 22 WITH REPEATER NO. 55 W S 8, 127.2 FT (38.8 M)
 AA7895'SOUTH-SOUTHEAST OF TELEPHONE CABLE PEDESTAL NO. H 76 L 22, 2.4 FT (0.7
 AA7895'M) EAST-NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7895'GROUND.
 AA7895' 
 AA7895'STATION 67-31 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7896 ***********************************************************************
 AA7896  DESIGNATION -  67 31
 AA7896  PID         -  AA7896
 AA7896  STATE/COUNTY-  AL/WINSTON
 AA7896  USGS QUAD   -  ARLEY (1983)
 AA7896
 AA7896                         *CURRENT SURVEY CONTROL
 AA7896  ___________________________________________________________________
 AA7896* NAD 83(1992)-  34 05 41.84944(N)    087 08 39.39398(W)     ADJUSTED  
 AA7896* NAVD 88     -       239.2    (meters)     785.     (feet)  VERTCON   
 AA7896  ___________________________________________________________________
 AA7896  X           -     263,431.147 (meters)                     COMP
 AA7896  Y           -  -5,280,970.063 (meters)                     COMP
 AA7896  Z           -   3,555,292.638 (meters)                     COMP
 AA7896  LAPLACE CORR-          -4.12  (seconds)                    DEFLEC99
 AA7896  ELLIP HEIGHT-         211.66  (meters)          (07/29/02) GPS OBS
 AA7896  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 AA7896
 AA7896  HORZ ORDER  -  FIRST
 AA7896  ELLP ORDER  -  FOURTH    CLASS I
 AA7896
 AA7896.The horizontal coordinates were established by GPS observations
 AA7896.and adjusted by the National Geodetic Survey in August 1995..
 AA7896
 AA7896.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7896
 AA7896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7896
 AA7896.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7896
 AA7896.The ellipsoidal height was determined by GPS observations
 AA7896.and is referenced to NAD 83.
 AA7896
 AA7896.The geoid height was determined by GEOID03.
 AA7896
 AA7896;                    North         East     Units Scale Factor Converg.
 AA7896;SPC AL W     -   454,107.962   632,824.753   MT  0.99994661   +0 11 57.9
 AA7896;UTM  16      - 3,772,694.226   486,691.253   MT  0.99960218   -0 04 51.2
 AA7896
 AA7896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7896!SPC AL W     -   0.99996677  x   0.99994661  =   0.99991339
 AA7896!UTM  16      -   0.99996677  x   0.99960218  =   0.99956897
 AA7896
 AA7896:                Primary Azimuth Mark                     Grid Az
 AA7896:SPC AL W     -  67 30                                    177 06 06.8
 AA7896:UTM  16      -  67 30                                    177 22 55.9
 AA7896
 AA7896|---------------------------------------------------------------------|
 AA7896| PID    Reference Object                     Distance      Geod. Az  |
 AA7896|                                                           dddmmss.s |
 AA7896| AA7895 67 30                               APPROX. 0.5 KM 1771804.7 |
 AA7896|---------------------------------------------------------------------|
 AA7896
 AA7896                          SUPERSEDED SURVEY CONTROL
 AA7896
 AA7896  ELLIP H (10/10/95)  211.71   (m)                       GP(       ) 4 2
 AA7896  NGVD 29 (08/31/95)  239.2    (m)          785.     (f) GPS OBS        
 AA7896
 AA7896.Superseded values are not recommended for survey control.
 AA7896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7896.See file dsdata.txt to determine how the superseded data were derived.
 AA7896
 AA7896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8669172694(NAD 83)
 AA7896_MARKER: DD = SURVEY DISK
 AA7896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7896_STAMPING: 67-31 1994
 AA7896_MARK LOGO: ALHD  
 AA7896_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7896+STABILITY: SURFACE MOTION
 AA7896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7896+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7896
 AA7896  HISTORY     - Date     Condition        Report By
 AA7896  HISTORY     - 1994     MONUMENTED       ALHD
 AA7896
 AA7896                          STATION DESCRIPTION
 AA7896
 AA7896'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7896'THE STATION IS LOCATED IN WINSTON COUNTY ON THE WEST RIGHT OF WAY OF
 AA7896'WINSTON COUNTY ROAD NO. 22, ABOUT 4.00 MI (6.44 KM) EAST-NORTHEAST OF
 AA7896'ARLEY AND ABOUT 7.60 MI (12.23 KM) SOUTH-SOUTHEAST OF ADDISON.
 AA7896' 
 AA7896'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA 33, AND ALA
 AA7896'195 (MILE POST 21.15 ON U.S. 278, MILE POST 0.00 ON ALA 33, AND MILE
 AA7896'POST 26.50 ON ALA 195) AT A TRAFFIC LIGHT IN DOUBLE SPRINGS, DRIVE
 AA7896'EAST ON U.S. 278 FOR 15.95 MI (25.67 KM) TO MILE POST 37.10 AND
 AA7896'WINSTON COUNTY ROAD NO. 41 LEFT AND RIGHT AT A TRAFFIC LIGHT IN
 AA7896'ADDISON, TURN RIGHT ON WINSTON COUNTY ROAD NO. 41 AND DRIVE SOUTH FOR
 AA7896'9.60 MI (15.45 KM) TO WINSTON COUNTY ROAD NO. 77 LEFT AND RIGHT IN
 AA7896'ARLEY, TURN LEFT ON WINSTON COUNTY ROAD NO. 77 AND DRIVE EAST AND
 AA7896'NORTHEAST FOR 5.10 MI (8.21 KM) TO WINSTON COUNTY ROAD NO. 22 ON THE
 AA7896'RIGHT, TURN RIGHT ON WINSTON COUNTY ROAD NO. 22 AND DRIVE SOUTH FOR
 AA7896'1.30 MI (2.09 KM) TO THE STATION ON THE RIGHT.
 AA7896' 
 AA7896'THE STATION IS 3.0 FT (0.9 M) EAST OF A TWO STRAND ELECTRIC FENCE ON
 AA7896'WHITE TOP, GREEN STEEL POSTS, 22.5 FT (6.9 M) WEST OF THE CENTER OF
 AA7896'WINSTON COUNTY ROAD NO. 22, 48.0 FT (14.6 M) WEST-NORTHWEST OF A POWER
 AA7896'SERVICE POLE ACROSS THE ROAD, 61.5 FT (18.7 M) WEST-SOUTHWEST OF THE
 AA7896'NORTHWEST CORNER OF OF A BROILER HOUSE ACROSS THE ROAD, 113.5 FT (34.6
 AA7896'M) NORTH OF A JUNCTION AND TRANSFORMER POWER POLE WITH A NIGHT LIGHT
 AA7896'AND TWO GUY WIRES, 118.1 FT (36.0 M) NORTH OF A FIRE HYDRANT, 2.9 FT
 AA7896'(0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA7896'GROUND.
 AA7896' 
 AA7896'STATION 67-30 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA7442 ***********************************************************************
 AA7442  DESIGNATION -  67 32
 AA7442  PID         -  AA7442
 AA7442  STATE/COUNTY-  AL/WINSTON
 AA7442  USGS QUAD   -  MANCHESTER (1981)
 AA7442
 AA7442                         *CURRENT SURVEY CONTROL
 AA7442  ___________________________________________________________________
 AA7442* NAD 83(1992)-  33 59 53.21486(N)    087 22 12.87012(W)     ADJUSTED  
 AA7442* NAVD 88     -       209.3    (meters)     687.     (feet)  VERTCON   
 AA7442  ___________________________________________________________________
 AA7442  X           -     242,876.655 (meters)                     COMP
 AA7442  Y           -  -5,287,951.420 (meters)                     COMP
 AA7442  Z           -   3,546,375.037 (meters)                     COMP
 AA7442  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 AA7442  ELLIP HEIGHT-         182.05  (meters)          (07/29/02) GPS OBS
 AA7442  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 AA7442
 AA7442  HORZ ORDER  -  FIRST
 AA7442  ELLP ORDER  -  FOURTH    CLASS I
 AA7442
 AA7442.The horizontal coordinates were established by GPS observations
 AA7442.and adjusted by the National Geodetic Survey in August 1995..
 AA7442
 AA7442.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA7442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA7442
 AA7442.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA7442
 AA7442.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA7442
 AA7442.The ellipsoidal height was determined by GPS observations
 AA7442.and is referenced to NAD 83.
 AA7442
 AA7442.The geoid height was determined by GEOID03.
 AA7442
 AA7442;                    North         East     Units Scale Factor Converg.
 AA7442;SPC AL W     -   443,317.016   611,987.162   MT  0.99993510   +0 04 21.2
 AA7442;UTM  16      - 3,762,008.772   465,808.137   MT  0.99961441   -0 12 25.3
 AA7442
 AA7442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA7442!SPC AL W     -   0.99997142  x   0.99993510  =   0.99990652
 AA7442!UTM  16      -   0.99997142  x   0.99961441  =   0.99958584
 AA7442
 AA7442                          SUPERSEDED SURVEY CONTROL
 AA7442
 AA7442  ELLIP H (08/28/95)  182.09   (m)                       GP(       ) 4 1
 AA7442  NGVD 29 (08/28/95)  209.3    (m)          687.     (f) GPS OBS        
 AA7442
 AA7442.Superseded values are not recommended for survey control.
 AA7442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA7442.See file dsdata.txt to determine how the superseded data were derived.
 AA7442
 AA7442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6580862009(NAD 83)
 AA7442_MARKER: DD = SURVEY DISK
 AA7442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA7442_STAMPING: 67-32 1994
 AA7442_MARK LOGO: ALHD  
 AA7442_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA7442_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA7442+STABILITY: SURFACE MOTION
 AA7442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA7442+SATELLITE: SATELLITE OBSERVATIONS - 1994
 AA7442
 AA7442  HISTORY     - Date     Condition        Report By
 AA7442  HISTORY     - 1994     MONUMENTED       ALHD
 AA7442
 AA7442                          STATION DESCRIPTION
 AA7442
 AA7442'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 AA7442'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF ALA 195, ABOUT
 AA7442'10.35 MI (16.66 KM) SOUTH OF DOUBLE SPRINGS AND ABOUT 10.70 MI (17.22
 AA7442'KM) EAST-SOUTHEAST OF LYNN. TO REACH THE STATION FROM THE JUNCTION OF
 AA7442'U.S. 278, ALA 33, AND ALA 195 (MILE POST 26.50 ON ALA 195, MILE POST
 AA7442'21.15 ON U.S. 278, AND MILE POST 0.00 ON ALA 33) AT A TRAFFIC LIGHT IN
 AA7442'DOUBLE SPRINGS, DRIVE SOUTH ON ALA 195 FOR 12.60 MI (20.28 KM) TO THE
 AA7442'STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) NORTH-NORTHEAST OF
 AA7442'A FIVE STRAND BARBED WIRE FENCE IN SPLIT CEDAR POSTS, 33.9 FT (10.3 M)
 AA7442'SOUTH-SOUTHWEST OF THE CENTERLINE OF ALA 195, 104.8 FT (31.9 M)
 AA7442'EAST-SOUTHEAST OF A JUNCTION POWER POLE WITH ONE GUY WIRE IN A
 AA7442'PASTURE, 159.4 FT (48.6 M) WEST-NORTHWEST OF THE CROSS TIE NORTHEAST
 AA7442'CORNER POST OF THE FENCE, 170.7 FT (52.0 M) WEST-NORTHWEST OF A
 AA7442'GRAPHIC SIDE ROAD SIGN, 3.1 FT (0.9 M) NORTHEAST OF A CARSONITE
 AA7442'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 64-25 1994 MAY BE
 AA7442'USED AS AN AZIMUTH FOR THIS STAITON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1666 ***********************************************************************
 EF1666  DESIGNATION -  67 4
 EF1666  PID         -  EF1666
 EF1666  STATE/COUNTY-  AL/WINSTON
 EF1666  USGS QUAD   -  DOUBLE SPRINGS (1969)
 EF1666
 EF1666                         *CURRENT SURVEY CONTROL
 EF1666  ___________________________________________________________________
 EF1666* NAD 83(1992)-  34 08 59.27609(N)    087 24 12.58932(W)     ADJUSTED  
 EF1666* NAVD 88     -       244.66   (meters)     802.7    (feet)  N HEIGHT  
 EF1666  ___________________________________________________________________
 EF1666  X           -     239,381.701 (meters)                     COMP
 EF1666  Y           -  -5,278,704.059 (meters)                     COMP
 EF1666  Z           -   3,560,332.295 (meters)                     COMP
 EF1666  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 EF1666  ELLIP HEIGHT-         218.03  (meters)          (08/29/05) GPS OBS
 EF1666  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EF1666  DYNAMIC HT  -         244.42  (meters)     801.9   (feet)  COMP
 EF1666  MODELED GRAV-     979,638.3   (mgal)                       NAVD 88
 EF1666
 EF1666  HORZ ORDER  -  A
 EF1666  VERT ORDER  -  THIRD
 EF1666  ELLP ORDER  -  FOURTH    CLASS I
 EF1666
 EF1666.The horizontal coordinates were established by GPS observations
 EF1666.and adjusted by the National Geodetic Survey in August 2005..
 EF1666
 EF1666.The orthometric height was determined by differential leveling
 EF1666.and adjusted by the National Geodetic Survey in September 1998..
 EF1666.The height was determined by precise leveling from only one NSRS
 EF1666.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EF1666.allowed ONLY to validate the GPS-derived height.
 EF1666
 EF1666.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1666
 EF1666.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1666
 EF1666.The ellipsoidal height was determined by GPS observations
 EF1666.and is referenced to NAD 83.
 EF1666
 EF1666.The geoid height was determined by GEOID03.
 EF1666
 EF1666.The dynamic height is computed by dividing the NAVD 88
 EF1666.geopotential number by the normal gravity value computed on the
 EF1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1666.degrees latitude (g = 980.6199 gals.).
 EF1666
 EF1666.The modeled gravity was interpolated from observed gravity values.
 EF1666
 EF1666;                    North         East     Units Scale Factor Converg.
 EF1666;SPC AL W     -   460,137.829   608,899.134   MT  0.99993431   +0 03 15.0
 EF1666;UTM  16      - 3,778,839.112   462,803.345   MT  0.99961705   -0 13 35.4
 EF1666
 EF1666!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1666!SPC AL W     -   0.99996577  x   0.99993431  =   0.99990009
 EF1666!UTM  16      -   0.99996577  x   0.99961705  =   0.99958284
 EF1666
 EF1666                          SUPERSEDED SURVEY CONTROL
 EF1666
 EF1666  ELLIP H (07/29/02)  218.00   (m)                       GP(       ) 4 1
 EF1666  NAD 83(1992)-  34 08 59.27605(N)    087 24 12.58913(W) AD(       ) 1
 EF1666  ELLIP H (12/04/92)  218.05   (m)                       GP(       ) 4 1
 EF1666  NAD 83(1992)-  34 08 59.28245(N)    087 24 12.58464(W) AD(       ) 1
 EF1666  NGVD 29 (??/??/??)  244.63   (m)          802.6    (f) N HEIGHT    3  
 EF1666
 EF1666.Superseded values are not recommended for survey control.
 EF1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1666.See file dsdata.txt to determine how the superseded data were derived.
 EF1666
 EF1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6280378839(NAD 83)
 EF1666_MARKER: DD = SURVEY DISK
 EF1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1666_SP_SET: CONCRETE POST
 EF1666_STAMPING: 67-4 1989
 EF1666_MARK LOGO: ALHD  
 EF1666_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1666+STABILITY: SURFACE MOTION
 EF1666_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1666+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 EF1666
 EF1666  HISTORY     - Date     Condition        Report By
 EF1666  HISTORY     - 1989     MONUMENTED       ALHD
 EF1666  HISTORY     - 19900831 GOOD             ALHD
 EF1666  HISTORY     - 19910725 GOOD             ALHD
 EF1666  HISTORY     - 19920121 GOOD
 EF1666  HISTORY     - 19940816 GOOD             ALHD
 EF1666  HISTORY     - 19941117 GOOD             ALHD
 EF1666  HISTORY     - 20040322 GOOD             ALHD
 EF1666  HISTORY     - 20040622 GOOD             ALDOT
 EF1666
 EF1666                          STATION DESCRIPTION
 EF1666
 EF1666'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1666'THE STATION IS LOCATED IN WINSTON COUNTY ON THE SOUTHWEST RIGHT OF WAY
 EF1666'OF ALA 195 IN DOUBLE SPRINGS.
 EF1666'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278, ALA 33, AND ALA
 EF1666'195 IN THE NORTH SIDE OF DOUBLE SPRINGS, DRIVE SOUTH ON ALA 195 0.95
 EF1666'MI (1.53 KM) TO MILE POST 25.55 AND THE STATION ON THE RIGHT.
 EF1666'THE STATION IS 29.5 FT (9.0 M) SOUTHWEST OF THE CENTERLINE OF ALA 195,
 EF1666'3.5 FT (1.1 M) NORTHEAST OF THE NORTHEAST EDGE OF A BROKEN CONCRETE
 EF1666'FLUME, 10.8 FT (3.3 M) NORTHEAST OF A 4 FOOT CHAIN LINK FENCE, 17.9
 EF1666'FT (5.5 M) EAST OF THE SOUTH GATE POST OF A SMALL GATE IN THE CHAIN
 EF1666'LINK FENCE, 24.0 FT (7.3 M) WEST OF A PEDESTRIAN SIGN, 61.2 FEET
 EF1666'NORTHWEST OF A LIGHT POLE, 10.4 FT (3.2 M) NORTHEAST OF A CARSONITE
 EF1666'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1666'STATION 67 - 5 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1666'BEFORE USING PLEASE NOTIFY
 EF1666'MR. CORBIN SEYMOUR, MAYOR
 EF1666'TOWN OF DOUBLE SPRINGS
 EF1666'P. O. BOX 279
 EF1666'DOUBLE SPRINGS, ALABAMA 35553
 EF1666'OFFICE PHONE - 205 - 489 - 5447
 EF1666'HOME PHONE - 205 - 489 - 2410.
 EF1666
 EF1666                          STATION RECOVERY (1990)
 EF1666
 EF1666'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1666'RECOVERED IN GOOD CONDITION.
 EF1666
 EF1666                          STATION RECOVERY (1991)
 EF1666
 EF1666'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1666'THE STATIION IS LOCATED IN WINSTON COUNTY ON THE SOUTHWEST RIGHT OF
 EF1666'WAY OF ALA. 195 IN DOUBLE SPRINGS.
 EF1666'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA.33 AND ALA.
 EF1666'195 ON THE NORTH SIDE OF DOUBLE SPRINGS, DRIVE SOUTH ON ALA. 195 FOR
 EF1666'0.95 MI (1.53 KM) TO MILE POST 25.55 AND THE STATION ON THE RIGHT.
 EF1666'THE STATION IS 29.5 FT (9.0 M) SOUTHWEST OF THE CENTERLINE OF ALA.
 EF1666'195, 3.5 FT (1.1 M) NORTHEAST OF THE NORTHEAST EDGE OF A BROKEN
 EF1666'CONCRETE FLUME, 10.8 FT (3.3 M) NORTHEAST OF A 4-FTCHAIN LINK FENCE,
 EF1666'17.9 FT (5.5 M) EAST OF THE SOUTH GATE POST OF A SMALL GATE IN THE
 EF1666'CHAIN LINK FENCE, 24 FT (7.3 M) WEST OF A PEDESTRICAN SIGN, 61.2 FT
 EF1666'(18.7 M) NORTHWEST OF A LIGHT POLE, 10.4 FT (3.2 M) NORTHEAST OF A
 EF1666'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 EF1666'STATION 67-5 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1666'BEFORE USING PLEASE NOTIFY
 EF1666'MR. CORBIN SEYMOUR. MAYOR
 EF1666'TOWN OF DOUBLESPRINGS
 EF1666'P.O. BOX 279
 EF1666'DOUBLESPRINGS ALABAMA 35553
 EF1666'OFFICE PHONE 205-489-5447
 EF1666'HOME PHONE 205-489-2410
 EF1666
 EF1666                          STATION RECOVERY (1992)
 EF1666
 EF1666'RECOVERED 1992
 EF1666'RECOVERED IN GOOD CONDITION.
 EF1666
 EF1666                          STATION RECOVERY (1994)
 EF1666
 EF1666'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 EF1666'THE STATIION IS LOCATED IN WINSTON COUNTY ON THE SOUTHWEST RIGHT OF
 EF1666'WAY OF ALA. 195 IN DOUBLE SPRINGS. TO REACH THE STATION FROM THE
 EF1666'JUNCTION OF U.S. 278, ALA 33 AND ALA 195 ON THE NORTH SIDE OF DOUBLE
 EF1666'SPRINGS, DRIVE SOUTH ON ALA 195 FOR 0.95 MI (1.53 KM) TO MILE POST
 EF1666'25.55 AND THE STATION ON THE RIGHT. THE STATION IS 29.5 FT (9.0 M)
 EF1666'SOUTHWEST OF THE CENTERLINE OF ALA 195, 3.5 FT (1.1 M) NORTHEAST OF
 EF1666'THE NORTHEAST EDGE OF A BROKEN CONCRETE FLUME, 10.8 FT (3.3 M)
 EF1666'NORTHEAST OF A 4-FT CHAIN LINK FENCE, 17.9 FT (5.5 M) EAST OF THE
 EF1666'SOUTH GATE POST OF A SMALL GATE IN THE CHAIN LINK FENCE, 24 FT (7.3 M)
 EF1666'WEST OF A PEDESTRICAN SIGN, 61.2 FT (18.7 M) NORTHWEST OF A LIGHT
 EF1666'POLE, 10.4 FT (3.2 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET
 EF1666'FLUSH WITH THE GROUND. STATION 67-5 1989 MAY BE USED AS AN AZIMUTH FOR
 EF1666'THIS STATION. BEFORE USING PLEASE NOTIFY -- MR. CORBIN SEYMOUR. MAYOR
 EF1666'TOWN OF DOUBLE SPRINGS, P.O. BOX 279, DOUBLE SPRINGS ALABAMA 35553,
 EF1666'OFFICE PHONE 205-489-5447, HOME PHONE 205-489-2410
 EF1666
 EF1666                          STATION RECOVERY (1994)
 EF1666
 EF1666'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 EF1666'THE STATIION IS LOCATED IN WINSTON COUNTY ON THE SOUTHWEST RIGHT OF
 EF1666'WAY OF ALA. 195 IN DOUBLE SPRINGS.
 EF1666' 
 EF1666'TO REACH THE STATION FROM THE JUNCTION OF U.S. 278, ALA.33 AND ALA.
 EF1666'195 ON THE NORTH SIDE OF DOUBLE SPRINGS, DRIVE SOUTH ON ALA. 195 FOR
 EF1666'0.95 MI (1.53 KM) TO MILE POST 25.55 AND THE STATION ON THE RIGHT.
 EF1666' 
 EF1666'THE STATION IS 29.5 FT (9.0 M) SOUTHWEST OF THE CENTERLINE OF ALA.
 EF1666'195, 3.5 FT (1.1 M) NORTHEAST OF THE NORTHEAST EDGE OF A BROKEN
 EF1666'CONCRETE FLUME, 10.8 FT (3.3 M) NORTHEAST OF A 4-FT CHAIN LINK FENCE,
 EF1666'17.9 FT (5.5 M) EAST OF THE SOUTH GATE POST OF A SMALL GATE IN THE
 EF1666'CHAIN LINK FENCE, 24 FT (7.3 M) WEST OF A PEDESTRICAN SIGN, 61.2 FT
 EF1666'(18.7 M) NORTHWEST OF A LIGHT POLE, 10.4 FT (3.2 M) NORTHEAST OF A
 EF1666'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 EF1666' 
 EF1666'STATION 67-5 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1666' 
 EF1666'BEFORE USING PLEASE NOTIFY - MR. CORBIN SEYMOUR, MAYOR, TOWN OF
 EF1666'DOUBLESPRINGS, P.O. BOX 279, DOUBLESPRINGS ALABAMA 35553, OFFICE PHONE
 EF1666'205-489-5447, HOME PHONE 205-489-2410
 EF1666
 EF1666                          STATION RECOVERY (2004)
 EF1666
 EF1666'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1666'RECOVERED IN GOOD CONDITION.
 EF1666
 EF1666                          STATION RECOVERY (2004)
 EF1666
 EF1666'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JAW)
 EF1666'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1667 ***********************************************************************
 EF1667  DESIGNATION -  67 5
 EF1667  PID         -  EF1667
 EF1667  STATE/COUNTY-  AL/WINSTON
 EF1667  USGS QUAD   -  DOUBLE SPRINGS (1969)
 EF1667
 EF1667                         *CURRENT SURVEY CONTROL
 EF1667  ___________________________________________________________________
 EF1667* NAD 83(1992)-  34 09 12.22971(N)    087 24 29.46715(W)     ADJUSTED  
 EF1667* NAVD 88     -       251.7    (meters)     826.     (feet)  VERTCON   
 EF1667  ___________________________________________________________________
 EF1667  X           -     238,939.894 (meters)                     COMP
 EF1667  Y           -  -5,278,505.570 (meters)                     COMP
 EF1667  Z           -   3,560,666.541 (meters)                     COMP
 EF1667  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 EF1667  ELLIP HEIGHT-         225.03  (meters)          (07/29/02) GPS OBS
 EF1667  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EF1667
 EF1667  HORZ ORDER  -  FIRST
 EF1667  ELLP ORDER  -  FOURTH    CLASS I
 EF1667
 EF1667.The horizontal coordinates were established by GPS observations
 EF1667.and adjusted by the National Geodetic Survey in December 1992..
 EF1667
 EF1667.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1667.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1667
 EF1667.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1667
 EF1667.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1667
 EF1667.The ellipsoidal height was determined by GPS observations
 EF1667.and is referenced to NAD 83.
 EF1667
 EF1667.The geoid height was determined by GEOID03.
 EF1667
 EF1667;                    North         East     Units Scale Factor Converg.
 EF1667;SPC AL W     -   460,536.538   608,466.439   MT  0.99993422   +0 03 05.6
 EF1667;UTM  16      - 3,779,239.809   462,372.745   MT  0.99961745   -0 13 45.0
 EF1667
 EF1667!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1667!SPC AL W     -   0.99996468  x   0.99993422  =   0.99989890
 EF1667!UTM  16      -   0.99996468  x   0.99961745  =   0.99958214
 EF1667
 EF1667                          SUPERSEDED SURVEY CONTROL
 EF1667
 EF1667  ELLIP H (12/04/92)  225.07   (m)                       GP(       ) 4 1
 EF1667  NAD 83(1992)-  34 09 12.23611(N)    087 24 29.46266(W) AD(       ) 1
 EF1667  NGVD 29 (12/04/92)  251.6    (m)          825.     (f) GPS OBS        
 EF1667
 EF1667.Superseded values are not recommended for survey control.
 EF1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1667.See file dsdata.txt to determine how the superseded data were derived.
 EF1667
 EF1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6237379240(NAD 83)
 EF1667_MARKER: DD = SURVEY DISK
 EF1667_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1667_SP_SET: CONCRETE POST
 EF1667_STAMPING: 67 - 5 1989
 EF1667_MARK LOGO: ALHD  
 EF1667_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1667_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1667+STABILITY: SURFACE MOTION
 EF1667_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1667+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EF1667
 EF1667  HISTORY     - Date     Condition        Report By
 EF1667  HISTORY     - 1989     MONUMENTED       ALHD
 EF1667
 EF1667                          STATION DESCRIPTION
 EF1667
 EF1667'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1667'THE STATION IS LOCATED IN WINSTON COUNTY ON THE NORTHEAST RIGHT OF WAY
 EF1667'OF ALA 195 IN DOUBLE SPRINGS.
 EF1667'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278, ALA 33, AND ALA
 EF1667'195 IN THE NORTH SIDE OF DOUBLE SPRINGS, DRIVE SOUTH ON ALA 195 0.60
 EF1667'MI (0.97 KM) TO MILE POST 25.90 AND THE STATION ON THE LEFT.
 EF1667'THE STATION IS 31.4 FT (9.6 M) NORTHEAST OF THE CENTERLINE OF ALA 195,
 EF1667'57.5 FT (17.5 M) NORTH - NORTHEAST OF POWER POLE NO. X 7111 ACROSS
 EF1667'ALA 195, 83.2 FT (25.4 M) NORTHWEST OF A TELEPHONE CABLE POLE, 68.0
 EF1667'FT (20.7 M) SOUTHEAST OF A TELEPHONE CABLE POLE, AND SET FLUSH WITH
 EF1667'THE GROUND.
 EF1667'STATION 67 - 4 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1667'BEFORE USING PLEASE NOTIFY
 EF1667'MR. CORBIN SEYMOUR, MAYOR
 EF1667'TOWN OF DOUBLE SPRINGS
 EF1667'P. O. BOX 279
 EF1667'DOUBLE SPRINGS, ALABAMA 35553
 EF1667'OFFICE PHONE - 205 - 489 - 5447
 EF1667'HOME PHONE - 205 - 489 - 2410
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1668 ***********************************************************************
 EF1668  DESIGNATION -  67 6
 EF1668  PID         -  EF1668
 EF1668  STATE/COUNTY-  AL/WINSTON
 EF1668  USGS QUAD   -  ARLEY (1983)
 EF1668
 EF1668                         *CURRENT SURVEY CONTROL
 EF1668  ___________________________________________________________________
 EF1668* NAD 83(1992)-  34 00 36.62801(N)    087 08 28.97855(W)     ADJUSTED  
 EF1668* NAVD 88     -       188.0    (meters)     617.     (feet)  VERTCON   
 EF1668  ___________________________________________________________________
 EF1668  X           -     263,958.328 (meters)                     COMP
 EF1668  Y           -  -5,286,174.007 (meters)                     COMP
 EF1668  Z           -   3,547,471.851 (meters)                     COMP
 EF1668  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 EF1668  ELLIP HEIGHT-         160.39  (meters)          (07/29/02) GPS OBS
 EF1668  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EF1668
 EF1668  HORZ ORDER  -  FIRST
 EF1668  ELLP ORDER  -  FOURTH    CLASS I
 EF1668
 EF1668.The horizontal coordinates were established by GPS observations
 EF1668.and adjusted by the National Geodetic Survey in December 1992..
 EF1668
 EF1668.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1668.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1668
 EF1668.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1668
 EF1668.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1668
 EF1668.The ellipsoidal height was determined by GPS observations
 EF1668.and is referenced to NAD 83.
 EF1668
 EF1668.The geoid height was determined by GEOID03.
 EF1668
 EF1668;                    North         East     Units Scale Factor Converg.
 EF1668;SPC AL W     -   444,704.958   633,124.684   MT  0.99994685   +0 12 02.1
 EF1668;UTM  16      - 3,763,293.110   486,945.145   MT  0.99960210   -0 04 44.7
 EF1668
 EF1668!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1668!SPC AL W     -   0.99997482  x   0.99994685  =   0.99992167
 EF1668!UTM  16      -   0.99997482  x   0.99960210  =   0.99957693
 EF1668
 EF1668                          SUPERSEDED SURVEY CONTROL
 EF1668
 EF1668  ELLIP H (12/04/92)  160.43   (m)                       GP(       ) 4 1
 EF1668  NAD 83(1992)-  34 00 36.63512(N)    087 08 28.97423(W) AD(       ) 1
 EF1668  NGVD 29 (12/04/92)  188.0    (m)          617.     (f) GPS OBS        
 EF1668
 EF1668.Superseded values are not recommended for survey control.
 EF1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1668.See file dsdata.txt to determine how the superseded data were derived.
 EF1668
 EF1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8694563293(NAD 83)
 EF1668_MARKER: DD = SURVEY DISK
 EF1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1668_SP_SET: CONCRETE POST
 EF1668_STAMPING: 67 - 6 1989
 EF1668_MARK LOGO: ALHD  
 EF1668_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1668+STABILITY: SURFACE MOTION
 EF1668_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1668+SATELLITE: SATELLITE OBSERVATIONS - 1989
 EF1668
 EF1668  HISTORY     - Date     Condition        Report By
 EF1668  HISTORY     - 1989     MONUMENTED       ALHD
 EF1668
 EF1668                          STATION DESCRIPTION
 EF1668
 EF1668'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1668'THE STATION IS LOCATED IN WINSTON COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1668'THE WILSON BEND PAVED COUNTY ROAD, ABOUT 21.57 KM (13.40 MI) SOUTH -
 EF1668'SOUTHEAST OF ADDISON AND ABOUT 28.32 KM (17.60 MI) SOUTHEAST OF
 EF1668'DOUBLE SPRINGS.
 EF1668'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND WINSTON COUNTY
 EF1668'ROAD NO. 41 AT THE TRAFFIC LIGHT IN ADDISON, MILE POST 37.90 ON U. S.
 EF1668'278, DRIVE SOUTH ON WINSTON COUNTY ROAD NO. 41 15.29 KM (9.50 MI) TO
 EF1668'WINSTON COUNTY ROAD NO. 77 ON THE LEFT IN ARLEY, TURN LEFT ON WINSTON
 EF1668'COUNTY ROAD NO. 77 AND DRIVE EAST 1.93 KM (1.20 MI) TO A Y
 EF1668'INTERSECTION WITH WINSTON COUNTY ROAD NO. 77 TO THE LEFT AND WINSTON
 EF1668'COUNTY ROAD NO. 12, BETHEL ROAD, TO THE RIGHT, BEAR RIGHT AND DRIVE
 EF1668'SOUTHEASTERLY 4.10 KM (2.55 MI) TO A Y INTERSECTION WITH BETHEL ROAD
 EF1668'TO THE LEFT AND WILSON BEND ROAD TO THE RIGHT, BEAR LEFT ON THE
 EF1668'BETHEL ROAD AND DRIVE EAST 1.37 KM (0.85 MI) TO THE WILSON BEND ROAD
 EF1668'ON THE RIGHT, TURN RIGHT ON THE WILSON BEND ROAD AND DRIVE SOUTHEAST
 EF1668'AND THEN WEST 6.60 KM (4.10 MI) TO THE STATION ON THE RIGHT.
 EF1668'THE STATION IS 0.46 M (1.51 FT) SOUTHEAST OF A RUSTED BARBED WIRE
 EF1668'FENCE ON WOOD POSTS, 10.36 M (33.99 FT) NORTHWEST OF THE CENTER OF
 EF1668'THE WILSON BEND PAVED COUNTY ROAD, 32.71 M (107.32 FT) WEST OF A
 EF1668'POWER POLE ACROSS THE PAVED ROAD, 0.39 M (1.28 FT) SOUTH - SOUTHEAST
 EF1668'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1668'STATION 67 - 7 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1643 ***********************************************************************
 EF1643  DESIGNATION -  67 7
 EF1643  PID         -  EF1643
 EF1643  STATE/COUNTY-  AL/WINSTON
 EF1643  USGS QUAD   -  ARLEY (1983)
 EF1643
 EF1643                         *CURRENT SURVEY CONTROL
 EF1643  ___________________________________________________________________
 EF1643* NAD 83(1992)-  34 00 47.30324(N)    087 08 03.90314(W)     ADJUSTED  
 EF1643* NAVD 88     -       191.2    (meters)     627.     (feet)  VERTCON   
 EF1643  ___________________________________________________________________
 EF1643  X           -     264,591.893 (meters)                     COMP
 EF1643  Y           -  -5,285,960.725 (meters)                     COMP
 EF1643  Z           -   3,547,746.273 (meters)                     COMP
 EF1643  LAPLACE CORR-          -3.49  (seconds)                    DEFLEC99
 EF1643  ELLIP HEIGHT-         163.54  (meters)          (07/29/02) GPS OBS
 EF1643  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EF1643
 EF1643  HORZ ORDER  -  FIRST
 EF1643  ELLP ORDER  -  FOURTH    CLASS I
 EF1643
 EF1643.The horizontal coordinates were established by GPS observations
 EF1643.and adjusted by the National Geodetic Survey in December 1992..
 EF1643
 EF1643.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1643.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1643
 EF1643.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1643
 EF1643.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1643
 EF1643.The ellipsoidal height was determined by GPS observations
 EF1643.and is referenced to NAD 83.
 EF1643
 EF1643.The geoid height was determined by GEOID03.
 EF1643
 EF1643;                    North         East     Units Scale Factor Converg.
 EF1643;SPC AL W     -   445,036.137   633,766.891   MT  0.99994738   +0 12 16.2
 EF1643;UTM  16      - 3,763,621.037   487,588.739   MT  0.99960190   -0 04 30.7
 EF1643
 EF1643!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1643!SPC AL W     -   0.99997433  x   0.99994738  =   0.99992171
 EF1643!UTM  16      -   0.99997433  x   0.99960190  =   0.99957624
 EF1643
 EF1643                          SUPERSEDED SURVEY CONTROL
 EF1643
 EF1643  ELLIP H (12/04/92)  163.58   (m)                       GP(       ) 4 1
 EF1643  NAD 83(1992)-  34 00 47.31036(N)    087 08 03.89882(W) AD(       ) 1
 EF1643  NGVD 29 (12/04/92)  191.2    (m)          627.     (f) GPS OBS        
 EF1643
 EF1643.Superseded values are not recommended for survey control.
 EF1643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1643.See file dsdata.txt to determine how the superseded data were derived.
 EF1643
 EF1643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8758963621(NAD 83)
 EF1643_MARKER: DD = SURVEY DISK
 EF1643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1643_SP_SET: CONCRETE POST
 EF1643_STAMPING: 67 - 7 1989
 EF1643_MARK LOGO: ALHD  
 EF1643_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1643+STABILITY: SURFACE MOTION
 EF1643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1643+SATELLITE: SATELLITE OBSERVATIONS - February 14, 1990
 EF1643
 EF1643  HISTORY     - Date     Condition        Report By
 EF1643  HISTORY     - 1989     MONUMENTED       ALHD
 EF1643  HISTORY     - 19900214 GOOD             ALHD
 EF1643
 EF1643                          STATION DESCRIPTION
 EF1643
 EF1643'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1643'THE STATION IS LOCATED IN WINSTON COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1643'THE WILSON BEND PAVED COUNTY ROAD, ABOUT 13.3 MI (21.4 KM) SOUTH -
 EF1643'SOUTHEAST OF ADDISON AND ABOUT 17.9 MI (28.8 KM) SOUTHEAST OF DOUBLE
 EF1643'SPRINGS.
 EF1643'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND WINSTON COUNTY
 EF1643'ROAD NO. 41 AT THE TRAFFIC LIGHT IN ADDISON (MILE POST 37.90 ON U. S.
 EF1643'278), DRIVE SOUTH ON WINSTON COUNTY ROAD NO. 41 9.50 MI (15.29 KM) TO
 EF1643'WINSTON COUNTY ROAD NO. 77 ON THE LEFT IN ARLEY, TURN LEFT ON WINSTON
 EF1643'COUNTY ROAD NO. 77 AND DRIVE EAST 1.20 MI (1.93 KM) TO A Y
 EF1643'INTERSECTION WITH WINSTON COUNTY ROAD NO. 77 TO THE LEFT AND WINSTON
 EF1643'COUNTY ROAD NO. 12 (BETHEL ROAD) TO THE RIGHT, BEAR RIGHT AND DRIVE
 EF1643'SOUTHEASTERLY 2.55 MI (4.10 KM) TO A Y INTERSECTION WITH BETHEL ROAD
 EF1643'TO THE LEFT AND WILSON BEND ROAD TO THE RIGHT, BEAR LEFT ON BETHEL
 EF1643'ROAD AND DRIVE EAST 0.85 MI (1.37 KM) TO WILSON BEND ROAD ON THE
 EF1643'RIGHT, TURN RIGHT ON WILSON BEND ROAD AND DRIVE SOUTHEAST AND THEN
 EF1643'WEST 3.65 MI (5.87 KM) TO THE STATION ON THE RIGHT.
 EF1643'THE STATION IS 4.0 FT (1.2 M) NORTH - NORTHEAST OF MR. ROY LEE WILSON
 EF1643'MAIL BOX, 21.5 FT (6.6 M) NORTH OF THE CENTER OF WILSON BEND PAVED
 EF1643'COUNTY ROAD, 24.0 FT (7.3 M) EAST OF THE CENTER OF A GRAVEL
 EF1643'DRIVEWAY,76.2 FTEAST OF TELEPHONE CABLE PEDESTAL NO. 69, 11.6 FT
 EF1643'(3.5 M) EAST OF A TELEPHONE SERVICE POLE, 1.3 FT (0.4 M) SOUTH OF A
 EF1643'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF1643'STATION 67 - 6 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1705 ***********************************************************************
 EF1705  DESIGNATION -  67 8
 EF1705  PID         -  EF1705
 EF1705  STATE/COUNTY-  AL/WINSTON
 EF1705  USGS QUAD   -  HALEYVILLE EAST (1982)
 EF1705
 EF1705                         *CURRENT SURVEY CONTROL
 EF1705  ___________________________________________________________________
 EF1705* NAD 83(1992)-  34 09 40.73542(N)    087 36 30.88974(W)     ADJUSTED  
 EF1705* NAVD 88     -       272.0    (meters)     892.     (feet)  VERTCON   
 EF1705  ___________________________________________________________________
 EF1705  X           -     220,456.726 (meters)                     COMP
 EF1705  Y           -  -5,278,833.002 (meters)                     COMP
 EF1705  Z           -   3,561,404.769 (meters)                     COMP
 EF1705  LAPLACE CORR-           2.22  (seconds)                    DEFLEC99
 EF1705  ELLIP HEIGHT-         245.30  (meters)          (07/29/02) GPS OBS
 EF1705  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EF1705
 EF1705  HORZ ORDER  -  FIRST
 EF1705  ELLP ORDER  -  FOURTH    CLASS I
 EF1705
 EF1705.The horizontal coordinates were established by GPS observations
 EF1705.and adjusted by the National Geodetic Survey in December 1992..
 EF1705
 EF1705.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1705
 EF1705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1705
 EF1705.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1705
 EF1705.The ellipsoidal height was determined by GPS observations
 EF1705.and is referenced to NAD 83.
 EF1705
 EF1705.The geoid height was determined by GEOID03.
 EF1705
 EF1705;                    North         East     Units Scale Factor Converg.
 EF1705;SPC AL W     -   461,416.332   589,988.482   MT  0.99993457   -0 03 39.5
 EF1705;UTM  16      - 3,780,209.833   443,904.979   MT  0.99963879   -0 20 30.3
 EF1705
 EF1705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1705!SPC AL W     -   0.99996149  x   0.99993457  =   0.99989607
 EF1705!UTM  16      -   0.99996149  x   0.99963879  =   0.99960030
 EF1705
 EF1705:                Primary Azimuth Mark                     Grid Az
 EF1705:SPC AL W     -  67 9                                     009 59 37.6
 EF1705:UTM  16      -  67 9                                     010 16 28.4
 EF1705
 EF1705|---------------------------------------------------------------------|
 EF1705| PID    Reference Object                     Distance      Geod. Az  |
 EF1705|                                                           dddmmss.s |
 EF1705| EF1706 67 9                                APPROX. 0.5 KM 0095558.1 |
 EF1705|---------------------------------------------------------------------|
 EF1705
 EF1705                          SUPERSEDED SURVEY CONTROL
 EF1705
 EF1705  ELLIP H (12/04/92)  245.33   (m)                       GP(       ) 4 1
 EF1705  NAD 83(1992)-  34 09 40.74329(N)    087 36 30.88777(W) AD(       ) 1
 EF1705  NGVD 29 (12/04/92)  272.0    (m)          892.     (f) GPS OBS        
 EF1705
 EF1705.Superseded values are not recommended for survey control.
 EF1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1705.See file dsdata.txt to determine how the superseded data were derived.
 EF1705
 EF1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4390580210(NAD 83)
 EF1705_MARKER: DD = SURVEY DISK
 EF1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1705_SP_SET: CONCRETE POST
 EF1705_STAMPING: 67 - 8 1990
 EF1705_MARK LOGO: ALHD  
 EF1705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1705+STABILITY: SURFACE MOTION
 EF1705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1705+SATELLITE: SATELLITE OBSERVATIONS - January 14, 1992
 EF1705
 EF1705  HISTORY     - Date     Condition        Report By
 EF1705  HISTORY     - 1990     MONUMENTED       ALHD
 EF1705  HISTORY     - 19920114 GOOD             ALHD
 EF1705
 EF1705                          STATION DESCRIPTION
 EF1705
 EF1705'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1705'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF ALA 5 AND 13, ABOUT
 EF1705'7.40 KM (4.60 MI) SOUTH OF HALEYVILLE AND ABOUT 18.99 KM (11.80 MI)
 EF1705'WEST OF DOUBLE SPRINGS.
 EF1705'TO REACH THE STATION FROM THE JUNCTION OF ALA 5, ALA 13 AND ALA 195,
 EF1705'MILE POST 216.10 ON ALA 5, IN HALEYVILLE, DRIVE SOUTH ON ALA 5 AND 13
 EF1705'8.13 KM (5.05 MI) TO MILE POST 211.10, A PAVED COUNTY ROAD TO THE
 EF1705'RIGHT AND THE STATION ON THE RIGHT.
 EF1705'THE STATION IS 13.47 M (44.19 FT) WEST - SOUTHWEST OF THE CENTERLINE
 EF1705'OF ALA 5 AND 13, 14.39 M (47.21 FT) NORTH - NORTHWEST OF THE NORTH
 EF1705'END OF AN 18 INCH CONCRETE PIPE UNDER THE PAVED COUNTY ROAD, 16.40 M
 EF1705'(53.81 FT) SOUTHEAST OF A POWER POLE, 18.44 M (60.50 FT) NORTH -
 EF1705'NORTHWEST OF THE CENTER OF A PAVED COUNTY ROAD, 0.87 M (2.85 FT) WEST
 EF1705'- SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 EF1705'GROUND.
 EF1705'STATION 67 - 9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1705
 EF1705                          STATION RECOVERY (1992)
 EF1705
 EF1705'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 EF1705'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF ALA 5 AND 13, ABOUT
 EF1705'7.40 KM (4.60 MI) SOUTH OF HALEYVILLE AND ABOUT 18.99 KM (11.80 MI)
 EF1705'WEST OF DOUBLE SPRINGS.
 EF1705'TO REACH THE STATION FROM THE JUNCTION OF ALA 5, ALA 13 AND ALA 195,
 EF1705'MILE POST 216.10 ON ALA 5, IN HALEYVILLE, DRIVE SOUTH ON ALA 5 AND 13
 EF1705'FOR 8.13 KM (5.05 MI) TO MILE POST 211.10, A PAVED COUNTY ROAD TO THE
 EF1705'RIGHT AND THE STATION ON THE RIGHT.
 EF1705'THE STATION IS 13.47 M (44.19 FT) WEST-SOUTHWEST OF THE CENTER LINE OF
 EF1705'ALA 5 AND 13, 14.39 M (47.21 FT) NORTH-NORTHWEST OF THE NORTH END OF
 EF1705'AN 18-INCH CONCRETE PIPE UNDER THE PAVED COUNTY ROAD, 16.40 M
 EF1705'(53.81 FT) SOUTHEAST OF A POWER POLE, 18.44 M (60.50 FT)
 EF1705'NORTH-NORTHWEST OF THE CENTER OF A PAVED COUNTY ROAD, 0.87 M
 EF1705'(2.85 FT) WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 EF1705'WITH THE GROUND.
 EF1705'STATION 67-9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1706 ***********************************************************************
 EF1706  DESIGNATION -  67 9
 EF1706  PID         -  EF1706
 EF1706  STATE/COUNTY-  AL/WINSTON
 EF1706  USGS QUAD   -  HALEYVILLE EAST (1982)
 EF1706
 EF1706                         *CURRENT SURVEY CONTROL
 EF1706  ___________________________________________________________________
 EF1706* NAD 83(1992)-  34 09 58.04580(N)    087 36 27.24290(W)     ADJUSTED  
 EF1706* NAVD 88     -       274.8    (meters)     902.     (feet)  VERTCON   
 EF1706  ___________________________________________________________________
 EF1706  X           -     220,537.652 (meters)                     COMP
 EF1706  Y           -  -5,278,532.178 (meters)                     COMP
 EF1706  Z           -   3,561,847.717 (meters)                     COMP
 EF1706  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 EF1706  ELLIP HEIGHT-         248.14  (meters)          (07/29/02) GPS OBS
 EF1706  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 EF1706
 EF1706  HORZ ORDER  -  FIRST
 EF1706  ELLP ORDER  -  FOURTH    CLASS I
 EF1706
 EF1706.The horizontal coordinates were established by GPS observations
 EF1706.and adjusted by the National Geodetic Survey in December 1992..
 EF1706
 EF1706.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1706
 EF1706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1706
 EF1706.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1706
 EF1706.The ellipsoidal height was determined by GPS observations
 EF1706.and is referenced to NAD 83.
 EF1706
 EF1706.The geoid height was determined by GEOID03.
 EF1706
 EF1706;                    North         East     Units Scale Factor Converg.
 EF1706;SPC AL W     -   461,949.576   590,082.448   MT  0.99993455   -0 03 37.5
 EF1706;UTM  16      - 3,780,742.452   444,001.529   MT  0.99963865   -0 20 28.4
 EF1706
 EF1706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1706!SPC AL W     -   0.99996105  x   0.99993455  =   0.99989560
 EF1706!UTM  16      -   0.99996105  x   0.99963865  =   0.99959971
 EF1706
 EF1706:                Primary Azimuth Mark                     Grid Az
 EF1706:SPC AL W     -  67 8                                     189 59 37.7
 EF1706:UTM  16      -  67 8                                     190 16 28.6
 EF1706
 EF1706|---------------------------------------------------------------------|
 EF1706| PID    Reference Object                     Distance      Geod. Az  |
 EF1706|                                                           dddmmss.s |
 EF1706| EF1705 67 8                                APPROX. 0.5 KM 1895600.2 |
 EF1706|---------------------------------------------------------------------|
 EF1706
 EF1706                          SUPERSEDED SURVEY CONTROL
 EF1706
 EF1706  ELLIP H (12/04/92)  248.17   (m)                       GP(       ) 4 1
 EF1706  NAD 83(1992)-  34 09 58.05368(N)    087 36 27.24094(W) AD(       ) 1
 EF1706  NGVD 29 (12/04/92)  274.8    (m)          902.     (f) GPS OBS        
 EF1706
 EF1706.Superseded values are not recommended for survey control.
 EF1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1706.See file dsdata.txt to determine how the superseded data were derived.
 EF1706
 EF1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4400280742(NAD 83)
 EF1706_MARKER: DD = SURVEY DISK
 EF1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1706_SP_SET: CONCRETE POST
 EF1706_STAMPING: 67 - 9 1990
 EF1706_MARK LOGO: ALHD  
 EF1706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1706+STABILITY: SURFACE MOTION
 EF1706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1706+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1706
 EF1706  HISTORY     - Date     Condition        Report By
 EF1706  HISTORY     - 1990     MONUMENTED       ALHD
 EF1706
 EF1706                          STATION DESCRIPTION
 EF1706
 EF1706'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1706'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF ALA 5 AND 13, ABOUT
 EF1706'6.60 KM (4.10 MI) SOUTH OF HALEYVILLE AND ABOUT 18.99 KM (11.80 MI)
 EF1706'WEST OF DOUBLE SPRINGS.
 EF1706'TO REACH THE STATION FROM THE JUNCTION OF ALA 5, ALA 13 AND ALA 195,
 EF1706'MILE POST 216.10 ON ALA 5, IN HALEYVILLE, DRIVE SOUTH ON ALA 5 AND 13
 EF1706'7.56 KM (4.70 MI) TO MILE POST 211.45 AND THE STATION ON THE RIGHT.
 EF1706'THE STATION IS 0.91 M (2.99 FT) EAST - SOUTHEAST OF A 10 FT (3.0 M) .
 EF1706'BACKSLOPE ON THE RAILROAD, 13.38 M (43.90 FT) EAST - SOUTHEAST OF THE
 EF1706'EAST RAIL OF THE RAILROAD, 14.33 M (47.01 FT) NORTHWEST OF A CURVE
 EF1706'SIGN POST, 16.40 M (53.81 FT) WEST - NORTHWEST OF THE CENTERLINE OF
 EF1706'ALA 5 AND 13, 29.66 M (97.31 FT) NORTH OF A CABLE TELEPHONE POLE,
 EF1706'0.38 M (1.25 FT) EAST - SOUTHEAST OF A CARSONITE WITNESS POST, AND
 EF1706'SET FLUSH WITH THE GROUND.
 EF1706'STATION 67 - 8 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1945 ***********************************************************************
 DG1945  DESIGNATION -  671 A
 DG1945  PID         -  DG1945
 DG1945  STATE/COUNTY-  AL/CALHOUN
 DG1945  USGS QUAD   -  CHOCCOLOCCO (1983)
 DG1945
 DG1945                         *CURRENT SURVEY CONTROL
 DG1945  ___________________________________________________________________
 DG1945* NAD 83(1986)-  33 39 37.     (N)    085 42 20.     (W)     SCALED    
 DG1945* NAVD 88     -       204.560  (meters)     671.13   (feet)  ADJUSTED  
 DG1945  ___________________________________________________________________
 DG1945  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1945  DYNAMIC HT  -         204.340 (meters)     670.41  (feet)  COMP
 DG1945  MODELED GRAV-     979,552.5   (mgal)                       NAVD 88
 DG1945
 DG1945  VERT ORDER  -  SECOND    CLASS 0
 DG1945
 DG1945.The horizontal coordinates were scaled from a topographic map and have
 DG1945.an estimated accuracy of +/- 6 seconds.
 DG1945
 DG1945.The orthometric height was determined by differential leveling
 DG1945.and adjusted by the National Geodetic Survey in June 1991..
 DG1945
 DG1945.The geoid height was determined by GEOID03.
 DG1945
 DG1945.The dynamic height is computed by dividing the NAVD 88
 DG1945.geopotential number by the normal gravity value computed on the
 DG1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1945.degrees latitude (g = 980.6199 gals.).
 DG1945
 DG1945.The modeled gravity was interpolated from observed gravity values.
 DG1945
 DG1945;                    North         East    Units  Estimated Accuracy
 DG1945;SPC AL E     -   350,430.      211,850.      MT  (+/- 180 meters Scaled)
 DG1945
 DG1945                          SUPERSEDED SURVEY CONTROL
 DG1945
 DG1945  NGVD 29 (??/??/92)  204.496  (m)          670.92   (f) ADJ UNCH    2 0
 DG1945
 DG1945.Superseded values are not recommended for survey control.
 DG1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1945.See file dsdata.txt to determine how the superseded data were derived.
 DG1945
 DG1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC200252(NAD 83)
 DG1945_MARKER: DD = SURVEY DISK
 DG1945_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DG1945_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DG1945_STAMPING: BM
 DG1945_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1945
 DG1945  HISTORY     - Date     Condition        Report By
 DG1945  HISTORY     - UNK      MONUMENTED       USGS
 DG1945  HISTORY     - 1934     GOOD             NGS
 DG1945  HISTORY     - 1965     GOOD             NGS
 DG1945
 DG1945                          STATION DESCRIPTION
 DG1945
 DG1945'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DG1945'AT CHOCCOLOCCO.
 DG1945'U.S.G.S. BENCH MARK IS LOCATED 48.6 FT. WEST OF THE NORTHWEST
 DG1945'CORNER OF RAILWAY STATION, 39 FT. SOUTH OF CENTERLINE OF A ROAD
 DG1945'THAT CROSSES TRACK EAST OF STATION, 21 FT. WEST OF WEST RAIL OF
 DG1945'TRACK.  IRON POST WITH BRONZE CAP 4 IN HIGH.
 DG1945
 DG1945                          STATION RECOVERY (1965)
 DG1945
 DG1945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DG1945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0928 ***********************************************************************
 EF0928  DESIGNATION -  674.1
 EF0928  PID         -  EF0928
 EF0928  STATE/COUNTY-  AL/FRANKLIN
 EF0928  USGS QUAD   -  ISBELL (1945)
 EF0928
 EF0928                         *CURRENT SURVEY CONTROL
 EF0928  ___________________________________________________________________
 EF0928* NAD 83(1986)-  34 27 07.     (N)    087 45 07.     (W)     SCALED    
 EF0928* NAVD 88     -       205.321  (meters)     673.62   (feet)  ADJUSTED  
 EF0928  ___________________________________________________________________
 EF0928  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EF0928  DYNAMIC HT  -         205.119 (meters)     672.96  (feet)  COMP
 EF0928  MODELED GRAV-     979,647.6   (mgal)                       NAVD 88
 EF0928
 EF0928  VERT ORDER  -  SECOND    CLASS 0
 EF0928
 EF0928.The horizontal coordinates were scaled from a topographic map and have
 EF0928.an estimated accuracy of +/- 6 seconds.
 EF0928
 EF0928.The orthometric height was determined by differential leveling
 EF0928.and adjusted by the National Geodetic Survey in June 1991..
 EF0928
 EF0928.The geoid height was determined by GEOID03.
 EF0928
 EF0928.The dynamic height is computed by dividing the NAVD 88
 EF0928.geopotential number by the normal gravity value computed on the
 EF0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0928.degrees latitude (g = 980.6199 gals.).
 EF0928
 EF0928.The modeled gravity was interpolated from observed gravity values.
 EF0928
 EF0928;                    North         East    Units  Estimated Accuracy
 EF0928;SPC AL W     -   493,680.      576,850.      MT  (+/- 180 meters Scaled)
 EF0928
 EF0928                          SUPERSEDED SURVEY CONTROL
 EF0928
 EF0928  NGVD 29 (??/??/92)  205.275  (m)          673.47   (f) ADJ UNCH    2 0
 EF0928
 EF0928.Superseded values are not recommended for survey control.
 EF0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0928.See file dsdata.txt to determine how the superseded data were derived.
 EF0928
 EF0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD309125(NAD 83)
 EF0928_MARKER: Z = SEE DESCRIPTION
 EF0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0928+STABILITY: SURFACE MOTION
 EF0928
 EF0928  HISTORY     - Date     Condition        Report By
 EF0928  HISTORY     - UNK      MONUMENTED       ALGS
 EF0928  HISTORY     - 1934     GOOD             NGS
 EF0928  HISTORY     - 1949     GOOD             TVA
 EF0928
 EF0928                          STATION DESCRIPTION
 EF0928
 EF0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0928'0.2 MI S FROM ISBELL.
 EF0928'30 FT. NORTH OF N.A.R.R. SPUR LINE.  25 FT. EAST OF CENTER OF HWY. NO.
 EF0928'5.  3 FT. NORTH AND 5 FT. EAST OF A FENCE CORNER.  NTOE-- MARK IS 3
 EF0928'FEET EAST OF WITNESS POST.
 EF0928
 EF0928                          STATION RECOVERY (1949)
 EF0928
 EF0928'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0928'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0902 ***********************************************************************
 EE0902  DESIGNATION -  675
 EE0902  PID         -  EE0902
 EE0902  STATE/COUNTY-  AL/JACKSON
 EE0902  USGS QUAD   -  BRIDGEPORT (1983)
 EE0902
 EE0902                         *CURRENT SURVEY CONTROL
 EE0902  ___________________________________________________________________
 EE0902* NAD 83(1986)-  34 56 51.     (N)    085 42 52.     (W)     SCALED    
 EE0902* NAVD 88     -       205.647  (meters)     674.69   (feet)  ADJUSTED  
 EE0902  ___________________________________________________________________
 EE0902  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE0902  DYNAMIC HT  -         205.446 (meters)     674.03  (feet)  COMP
 EE0902  MODELED GRAV-     979,652.9   (mgal)                       NAVD 88
 EE0902
 EE0902  VERT ORDER  -  FIRST     CLASS II
 EE0902
 EE0902.The horizontal coordinates were scaled from a topographic map and have
 EE0902.an estimated accuracy of +/- 6 seconds.
 EE0902
 EE0902.The orthometric height was determined by differential leveling
 EE0902.and adjusted by the National Geodetic Survey in June 1991..
 EE0902
 EE0902.The geoid height was determined by GEOID03.
 EE0902
 EE0902.The dynamic height is computed by dividing the NAVD 88
 EE0902.geopotential number by the normal gravity value computed on the
 EE0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0902.degrees latitude (g = 980.6199 gals.).
 EE0902
 EE0902.The modeled gravity was interpolated from observed gravity values.
 EE0902
 EE0902;                    North         East    Units  Estimated Accuracy
 EE0902;SPC AL E     -   493,210.      210,860.      MT  (+/- 180 meters Scaled)
 EE0902
 EE0902                          SUPERSEDED SURVEY CONTROL
 EE0902
 EE0902  NGVD 29 (??/??/92)  205.634  (m)          674.65   (f) ADJ UNCH    1 2
 EE0902
 EE0902.Superseded values are not recommended for survey control.
 EE0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0902.See file dsdata.txt to determine how the superseded data were derived.
 EE0902
 EE0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD173679(NAD 83)
 EE0902_MARKER: DD = SURVEY DISK
 EE0902_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0902_SP_SET: BUILDING
 EE0902_STAMPING: 674.776
 EE0902_MARK LOGO: USGS  
 EE0902_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0902
 EE0902  HISTORY     - Date     Condition        Report By
 EE0902  HISTORY     - UNK      MONUMENTED       USGS
 EE0902  HISTORY     - 1950     GOOD             NGS
 EE0902  HISTORY     - 1983     GOOD             NGS
 EE0902
 EE0902                          STATION DESCRIPTION
 EE0902
 EE0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 EE0902'AT BRIDGEPORT.
 EE0902'AT BRIDGEPORT, IN THE SOUTHEAST QUARTER OF THE INTERSECTION OF
 EE0902'ALABAMA AVENUE AND JOHNSON STREET, SET VERTICALLY IN THE NORTH
 EE0902'FACE OF THE J.R. LOYDS DEPARTMENT STORE, 1 FOOT EAST OF THE
 EE0902'NORTHWEST CORNER OF THE BUILDING AND ABOUT 3 1/2 FEET ABOVE THE
 EE0902'WALK.
 EE0902
 EE0902                          STATION RECOVERY (1983)
 EE0902
 EE0902'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0902'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1410 ***********************************************************************
 BU1410  DESIGNATION -  68
 BU1410  PID         -  BU1410
 BU1410  STATE/COUNTY-  AL/ESCAMBIA
 BU1410  USGS QUAD   -  ATMORE (1986)
 BU1410
 BU1410                         *CURRENT SURVEY CONTROL
 BU1410  ___________________________________________________________________
 BU1410* NAD 83(1986)-  31 01 40.     (N)    087 22 39.     (W)     SCALED    
 BU1410* NAVD 88     -        85.975  (meters)     282.07   (feet)  ADJUSTED  
 BU1410  ___________________________________________________________________
 BU1410  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BU1410  DYNAMIC HT  -          85.865 (meters)     281.71  (feet)  COMP
 BU1410  MODELED GRAV-     979,369.2   (mgal)                       NAVD 88
 BU1410
 BU1410  VERT ORDER  -  FIRST     CLASS II
 BU1410
 BU1410.The horizontal coordinates were scaled from a topographic map and have
 BU1410.an estimated accuracy of +/- 6 seconds.
 BU1410
 BU1410.The orthometric height was determined by differential leveling
 BU1410.and adjusted by the National Geodetic Survey in June 1991..
 BU1410
 BU1410.The geoid height was determined by GEOID03.
 BU1410
 BU1410.The dynamic height is computed by dividing the NAVD 88
 BU1410.geopotential number by the normal gravity value computed on the
 BU1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1410.degrees latitude (g = 980.6199 gals.).
 BU1410
 BU1410.The modeled gravity was interpolated from observed gravity values.
 BU1410
 BU1410;                    North         East    Units  Estimated Accuracy
 BU1410;SPC AL W     -   113,940.      611,700.      MT  (+/- 180 meters Scaled)
 BU1410
 BU1410                          SUPERSEDED SURVEY CONTROL
 BU1410
 BU1410  NGVD 29 (??/??/92)   85.983  (m)          282.10   (f) ADJ UNCH    1 2
 BU1410
 BU1410.Superseded values are not recommended for survey control.
 BU1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1410.See file dsdata.txt to determine how the superseded data were derived.
 BU1410
 BU1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV639327(NAD 83)
 BU1410_MARKER: DD = SURVEY DISK
 BU1410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1410_STAMPING: 68
 BU1410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1410+STABILITY: SURFACE MOTION
 BU1410
 BU1410  HISTORY     - Date     Condition        Report By
 BU1410  HISTORY     - UNK      MONUMENTED       ALGS
 BU1410  HISTORY     - 1955     GOOD             NGS
 BU1410
 BU1410                          STATION DESCRIPTION
 BU1410
 BU1410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1410'6.8 MI E FROM ATMORE.
 BU1410'6.8 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU1410'STATION AT ATMORE, ABOUT 0.25 MILE EAST OF MILE POST 615, ABOUT 0.6
 BU1410'MILE EAST OF OVERPASS OF U.S. HIGHWAY 31 OVER THE TRACK, ABOUT 0.2
 BU1410'MILE EAST OF A ROAD CROSSING, 64 1/2 FEET NORTH OF NORTH RAIL, 115 1/2
 BU1410'FEET SOUTH OF CENTER LINE OF HIGHWAY 31, 26 1/2 FEET NORTHEAST OF
 BU1410'TELEPHONE POLE NO. 4922, 24 FEET WEST OF TELEPHONE POLE NO. 4921, 33
 BU1410'FEET NORTHWEST OF TELEPHONE POLE NO. E 48, ON THE SOUTH EDGE OF OLD
 BU1410'HIGHWAY BED, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 BU1410'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0756 ***********************************************************************
 EF0756  DESIGNATION -  68
 EF0756  PID         -  EF0756
 EF0756  STATE/COUNTY-  AL/LAUDERDALE
 EF0756  USGS QUAD   -  ROGERSVILLE (1974)
 EF0756
 EF0756                         *CURRENT SURVEY CONTROL
 EF0756  ___________________________________________________________________
 EF0756* NAD 83(1986)-  34 47 27.     (N)    087 19 05.     (W)     SCALED    
 EF0756* NAVD 88     -       179.949  (meters)     590.38   (feet)  POSTED    
 EF0756  ___________________________________________________________________
 EF0756  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EF0756  DYNAMIC HT  -         179.780 (meters)     589.83  (feet)  COMP
 EF0756  MODELED GRAV-     979,702.4   (mgal)                       NAVD 88
 EF0756
 EF0756  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EF0756
 EF0756.The horizontal coordinates were scaled from a topographic map and have
 EF0756.an estimated accuracy of +/- 6 seconds.
 EF0756
 EF0756.The orthometric height was determined by differential leveling
 EF0756.and adjusted by the National Geodetic Survey in 1992..
 EF0756.No vertical observational check was made to the station.
 EF0756.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EF0756.was located on a no-check spur therefore a value was not computed.
 EF0756
 EF0756.The geoid height was determined by GEOID03.
 EF0756
 EF0756.The dynamic height is computed by dividing the NAVD 88
 EF0756.geopotential number by the normal gravity value computed on the
 EF0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0756.degrees latitude (g = 980.6199 gals.).
 EF0756
 EF0756.The modeled gravity was interpolated from observed gravity values.
 EF0756
 EF0756;                    North         East    Units  Estimated Accuracy
 EF0756;SPC AL W     -   531,250.      616,650.      MT  (+/- 180 meters Scaled)
 EF0756
 EF0756                          SUPERSEDED SURVEY CONTROL
 EF0756
 EF0756  NGVD 29 (??/??/92)  179.893  (m)          590.20   (f) ADJ UNCH    1 2
 EF0756
 EF0756.Superseded values are not recommended for survey control.
 EF0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0756.See file dsdata.txt to determine how the superseded data were derived.
 EF0756
 EF0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD709498(NAD 83)
 EF0756_MARKER: DD = SURVEY DISK
 EF0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0756+STABILITY: SURFACE MOTION
 EF0756
 EF0756  HISTORY     - Date     Condition        Report By
 EF0756  HISTORY     - UNK      MONUMENTED       USE
 EF0756  HISTORY     - 1933     GOOD             NGS
 EF0756  HISTORY     - 1952     GOOD             TVA
 EF0756  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF0756
 EF0756                          STATION DESCRIPTION
 EF0756
 EF0756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0756'22 MI SE FROM FLORENCE.
 EF0756'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 185, 0.6
 EF0756'MILE DOWNSTREAM FROM HEAD OF TISK ISLAND.  APPROX. 0.7 MILE ACROSS
 EF0756'WIDE BOTTOM ON FENCE LINE ALONG HIGH POINT.  APPROX. 700 FEET
 EF0756'DOWNSTREAM FROM LARGE DITCH.  UNDER 10 IN. HACKBERRY TREE.  NOTE--
 EF0756'MARK IS 400 FEET DOWNSTREAM FROM LARGE DITCH, NOT 700 FEET, AND IS 150
 EF0756'FEET NORTHEAST OF WATERS EDGE.  A STEEL POST WITH CONTROL MARKER SIGN,
 EF0756'WAS SET AT MONUMENT.
 EF0756
 EF0756                          STATION RECOVERY (1952)
 EF0756
 EF0756'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1952
 EF0756'RECOVERED IN GOOD CONDITION.
 EF0756
 EF0756                          STATION RECOVERY (1973)
 EF0756
 EF0756'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF0756'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0282 ***********************************************************************
 CN0282  DESIGNATION -  682
 CN0282  PID         -  CN0282
 CN0282  STATE/COUNTY-  AL/COOSA
 CN0282  USGS QUAD   -  FLAG MOUNTAIN (1981)
 CN0282
 CN0282                         *CURRENT SURVEY CONTROL
 CN0282  ___________________________________________________________________
 CN0282* NAD 83(1986)-  32 55 36.     (N)    086 20 37.     (W)     SCALED    
 CN0282* NAVD 88     -       208.348  (meters)     683.56   (feet)  ADJUSTED  
 CN0282  ___________________________________________________________________
 CN0282  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CN0282  DYNAMIC HT  -         208.110 (meters)     682.77  (feet)  COMP
 CN0282  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 CN0282
 CN0282  VERT ORDER  -  SECOND    CLASS 0
 CN0282
 CN0282.The horizontal coordinates were scaled from a topographic map and have
 CN0282.an estimated accuracy of +/- 6 seconds.
 CN0282
 CN0282.The orthometric height was determined by differential leveling
 CN0282.and adjusted by the National Geodetic Survey in June 1991..
 CN0282
 CN0282.The geoid height was determined by GEOID03.
 CN0282
 CN0282.The dynamic height is computed by dividing the NAVD 88
 CN0282.geopotential number by the normal gravity value computed on the
 CN0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0282.degrees latitude (g = 980.6199 gals.).
 CN0282
 CN0282.The modeled gravity was interpolated from observed gravity values.
 CN0282
 CN0282;                    North         East    Units  Estimated Accuracy
 CN0282;SPC AL E     -   269,180.      152,280.      MT  (+/- 180 meters Scaled)
 CN0282
 CN0282                          SUPERSEDED SURVEY CONTROL
 CN0282
 CN0282  NGVD 29 (??/??/92)  208.314  (m)          683.44   (f) ADJ UNCH    2 0
 CN0282
 CN0282.Superseded values are not recommended for survey control.
 CN0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0282.See file dsdata.txt to determine how the superseded data were derived.
 CN0282
 CN0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB613433(NAD 83)
 CN0282_MARKER: P = PIPE CAP
 CN0282_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CN0282+WITH SETTING: INTO GROUND
 CN0282_STAMPING: 682 A
 CN0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0282+STABILITY: SURFACE MOTION
 CN0282
 CN0282  HISTORY     - Date     Condition        Report By
 CN0282  HISTORY     - UNK      MONUMENTED       USGS
 CN0282  HISTORY     - 1949     GOOD             NGS
 CN0282
 CN0282                          STATION DESCRIPTION
 CN0282
 CN0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0282'7.6 MI SW FROM WEOGUFKA.
 CN0282'ABOUT 7.6 MILES SOUTH AND SOUTHWEST ALONG A COUNTY ROAD FROM THE POST
 CN0282'OFFICE AND CROSSROADS AT WEOGUFKA, ABOUT 0.15 MILE SOUTHEAST OF THE
 CN0282'JUNCTION OF A ROAD NORTHWEST TO MORIAH CHURCH AND CEMETERY, ABOUT 0.25
 CN0282'MILE SOUTHEAST OF THE CHURCH AND CEMETERY, AT THE JUNCTION OF A ROAD
 CN0282'SOUTHEAST, 14 FEET EAST OF THE CENTER LINE OF THE ROAD, 23 FEET
 CN0282'NORTHEAST OF THE CENTER OF THE JUNCTION, 54.5 FEET NORTHWEST OF A
 CN0282'POWER POLE, IN THE WEST EDGE OF A SMALL CULTIVATED FIELD, 2 FEET SOUTH
 CN0282'OF A WHITE WOODEN WITNESS POST AND PROJECTING ABOUT 18 INCHES. NOTE--
 CN0282'PIPE IS VERY RUSTY AND APPEARS TO BE RUSTED ALMOST THROUGH AT PLACES.
 CN0282'CONCRETE WAS POURED AROUND PIPE FROM GROUND LEVEL TO ABOUT 1 1/2 FEET
 CN0282'UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2065 ***********************************************************************
 DG2065  DESIGNATION -  684
 DG2065  PID         -  DG2065
 DG2065  STATE/COUNTY-  AL/CALHOUN
 DG2065  USGS QUAD   -  PIEDMONT NW (1983)
 DG2065
 DG2065                         *CURRENT SURVEY CONTROL
 DG2065  ___________________________________________________________________
 DG2065* NAD 83(1986)-  33 56 31.     (N)    085 42 57.     (W)     SCALED    
 DG2065* NAVD 88     -       204.132  (meters)     669.72   (feet)  ADJUSTED  
 DG2065  ___________________________________________________________________
 DG2065  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG2065  DYNAMIC HT  -         203.918 (meters)     669.02  (feet)  COMP
 DG2065  MODELED GRAV-     979,581.3   (mgal)                       NAVD 88
 DG2065
 DG2065  VERT ORDER  -  SECOND    CLASS 0
 DG2065
 DG2065.The horizontal coordinates were scaled from a topographic map and have
 DG2065.an estimated accuracy of +/- 6 seconds.
 DG2065
 DG2065.The orthometric height was determined by differential leveling
 DG2065.and adjusted by the National Geodetic Survey in June 1991..
 DG2065
 DG2065.The geoid height was determined by GEOID03.
 DG2065
 DG2065.The dynamic height is computed by dividing the NAVD 88
 DG2065.geopotential number by the normal gravity value computed on the
 DG2065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2065.degrees latitude (g = 980.6199 gals.).
 DG2065
 DG2065.The modeled gravity was interpolated from observed gravity values.
 DG2065
 DG2065;                    North         East    Units  Estimated Accuracy
 DG2065;SPC AL E     -   381,670.      210,860.      MT  (+/- 180 meters Scaled)
 DG2065
 DG2065                          SUPERSEDED SURVEY CONTROL
 DG2065
 DG2065  NGVD 29 (??/??/92)  204.07   (m)          669.5    (f) COMPUTED    2 0
 DG2065
 DG2065.Superseded values are not recommended for survey control.
 DG2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2065.See file dsdata.txt to determine how the superseded data were derived.
 DG2065
 DG2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC186564(NAD 83)
 DG2065_MARKER: DD = SURVEY DISK
 DG2065_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 DG2065_SP_SET: METAL PIPE DRIVEN INTO GROUND
 DG2065_STAMPING: 684 RRR
 DG2065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2065
 DG2065  HISTORY     - Date     Condition        Report By
 DG2065  HISTORY     - UNK      MONUMENTED       USGS
 DG2065  HISTORY     - 1948     GOOD             NGS
 DG2065
 DG2065                          STATION DESCRIPTION
 DG2065
 DG2065'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG2065'1.1 MI S FROM KNIGHTENS CROSSROADS.
 DG2065'ABOUT 1.1 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE JUNCTION
 DG2065'OF STATE HIGHWAY 74 AT KNIGHTENS CROSSROADS, ABOUT 0.15 MILE NORTH
 DG2065'OF HOPEWELL CHURCH, ABOUT 0.1 MILE NORTH OF A 25-FOOT CONCRETE
 DG2065'BRIDGE, AT KNIGHTENS MILL (NOW ABANDONED), 73.5 FEET NORTH OF
 DG2065'THE NORTHEAST CORNER OF THE OLD MILL BUILDING, 23 FEET WEST
 DG2065'OF THE CENTER LINE OF THE ROAD, 64 FEET NORTH-NORTHWEST OF THE
 DG2065'WEST END OF A 24-INCH PIPE CULVERT, 2 FEET WEST OF A WHITE
 DG2065'WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE ROAD AND SET ON
 DG2065'A PIPE PROJECTING 12 INCHES.  NOTE-- THE MARK IS STAMPED AS
 DG2065'ABOVE AND THE RS ARE JUST STAMPED ABOUT ON THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0631 ***********************************************************************
 CM0631  DESIGNATION -  686
 CM0631  PID         -  CM0631
 CM0631  STATE/COUNTY-  AL/LEE
 CM0631  USGS QUAD   -  BLEECKER (1973)
 CM0631
 CM0631                         *CURRENT SURVEY CONTROL
 CM0631  ___________________________________________________________________
 CM0631* NAD 83(1986)-  32 35 51.     (N)    085 14 26.     (W)     SCALED    
 CM0631* NAVD 88     -       210.011  (meters)     689.01   (feet)  ADJUSTED  
 CM0631  ___________________________________________________________________
 CM0631  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CM0631  DYNAMIC HT  -         209.763 (meters)     688.20  (feet)  COMP
 CM0631  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 CM0631
 CM0631  VERT ORDER  -  FIRST     CLASS I
 CM0631
 CM0631.The horizontal coordinates were scaled from a topographic map and have
 CM0631.an estimated accuracy of +/- 6 seconds.
 CM0631
 CM0631.The orthometric height was determined by differential leveling
 CM0631.and adjusted by the National Geodetic Survey in June 1991..
 CM0631
 CM0631.The geoid height was determined by GEOID03.
 CM0631
 CM0631.The dynamic height is computed by dividing the NAVD 88
 CM0631.geopotential number by the normal gravity value computed on the
 CM0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0631.degrees latitude (g = 980.6199 gals.).
 CM0631
 CM0631.The modeled gravity was interpolated from observed gravity values.
 CM0631
 CM0631;                    North         East    Units  Estimated Accuracy
 CM0631;SPC AL E     -   232,710.      255,650.      MT  (+/- 180 meters Scaled)
 CM0631
 CM0631                          SUPERSEDED SURVEY CONTROL
 CM0631
 CM0631  NGVD 29 (??/??/92)  209.990  (m)          688.94   (f) ADJ UNCH    1 1
 CM0631
 CM0631.Superseded values are not recommended for survey control.
 CM0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0631.See file dsdata.txt to determine how the superseded data were derived.
 CM0631
 CM0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB651080(NAD 83)
 CM0631_MARKER: P = PIPE CAP
 CM0631_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CM0631_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CM0631_STAMPING: PRIM TRAV STA NO 20 686 1905 688.692 ADJ 1903
 CM0631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0631
 CM0631  HISTORY     - Date     Condition        Report By
 CM0631  HISTORY     - 1905     MONUMENTED       USGS
 CM0631  HISTORY     - 1968     GOOD             NGS
 CM0631
 CM0631                          STATION DESCRIPTION
 CM0631
 CM0631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0631'AT SALEM.
 CM0631'AT SALEM, ON THE CENTRAL OF GEORGIA RAILWAY RIGHT-OF-WAY, ABOUT
 CM0631'84 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE SALEM METHODIST
 CM0631'CHURCH, 184 FEET EAST OF THE CENTER OF A GRAVELED ROAD CROSSING,
 CM0631'29.3 FEET NORTH OF THE NORTH RAIL OF THE RAILWAY, 20 FEET SOUTH
 CM0631'OF THE CENTER OF A DIRT ROAD THAT PARALLELS THE NORTH SIDE OF
 CM0631'THE TRACK, 15 FEET WEST OF A TELEGRAPH POLE, 1 1/2 FEET ABOVE THE
 CM0631'LEVEL OF THE TRACK AND IS A CAP ON A PIPE PROJECTING 5 INCHES
 CM0631'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1242 ***********************************************************************
 DH1242  DESIGNATION -  686
 DH1242  PID         -  DH1242
 DH1242  STATE/COUNTY-  AL/BLOUNT
 DH1242  USGS QUAD   -  REMLAP (1986)
 DH1242
 DH1242                         *CURRENT SURVEY CONTROL
 DH1242  ___________________________________________________________________
 DH1242* NAD 83(1986)-  33 48 08.     (N)    086 36 40.     (W)     SCALED    
 DH1242* NAVD 88     -       209.182  (meters)     686.29   (feet)  ADJUSTED  
 DH1242  ___________________________________________________________________
 DH1242  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH1242  DYNAMIC HT  -         208.952 (meters)     685.54  (feet)  COMP
 DH1242  MODELED GRAV-     979,533.8   (mgal)                       NAVD 88
 DH1242
 DH1242  VERT ORDER  -  SECOND    CLASS 0
 DH1242
 DH1242.The horizontal coordinates were scaled from a topographic map and have
 DH1242.an estimated accuracy of +/- 6 seconds.
 DH1242
 DH1242.The orthometric height was determined by differential leveling
 DH1242.and adjusted by the National Geodetic Survey in June 1991..
 DH1242
 DH1242.The geoid height was determined by GEOID03.
 DH1242
 DH1242.The dynamic height is computed by dividing the NAVD 88
 DH1242.geopotential number by the normal gravity value computed on the
 DH1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1242.degrees latitude (g = 980.6199 gals.).
 DH1242
 DH1242.The modeled gravity was interpolated from observed gravity values.
 DH1242
 DH1242;                    North         East    Units  Estimated Accuracy
 DH1242;SPC AL W     -   421,940.      682,310.      MT  (+/- 180 meters Scaled)
 DH1242
 DH1242                          SUPERSEDED SURVEY CONTROL
 DH1242
 DH1242  NGVD 29 (??/??/92)  209.134  (m)          686.13   (f) ADJ UNCH    2 0
 DH1242
 DH1242.Superseded values are not recommended for survey control.
 DH1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1242.See file dsdata.txt to determine how the superseded data were derived.
 DH1242
 DH1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC359402(NAD 83)
 DH1242_MARKER: DD = SURVEY DISK
 DH1242_SETTING: 66 = SET IN ROCK OUTCROP
 DH1242_SP_SET: ROCK OUTCROP
 DH1242_STAMPING: ADJ 1903
 DH1242_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1242+STABILITY: POSITION/ELEVATION WELL
 DH1242
 DH1242  HISTORY     - Date     Condition        Report By
 DH1242  HISTORY     - 1903     MONUMENTED       USGS
 DH1242  HISTORY     - 1947     GOOD             NGS
 DH1242
 DH1242                          STATION DESCRIPTION
 DH1242
 DH1242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1242'1.1 MI SW FROM REMLAP.
 DH1242'ABOUT 1.1 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1242'FROM THE STATION AT REMLAP, ABOUT 0.15 MILE NORTH OF MILE POST 408,
 DH1242'ABOUT 600 FEET NORTH OF A ROAD CROSSING, 228 FEET NORTHWEST OF THE
 DH1242'NORTHWEST RAIL, 98 FEET SOUTHEAST OF THE CENTER LINE OF STATE HIGHWAY
 DH1242'38, 60 FEET NORTHEAST OF A SPRING, 9 FEET EAST OF A 24-INCH ELM TREE,
 DH1242'4 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF THE
 DH1242'HIGHEST POINT OF THE SOUTHWEST END OF A RIDGE-SHAPED ROCK OUT CROP
 DH1242'PROJECTING ABOUT 1.5 FEET ABOVE THE GROUND.  NOTE-- DISK IS BATTERED
 DH1242'SO THAT THE 686 IS NO LONGER LEGIBLE.  ONLY THE CENTER OF THE DISK
 DH1242'REMAINS, BUT IT APPEARS TO BE SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1705 ***********************************************************************
 BU1705  DESIGNATION -  68+83.2
 BU1705  PID         -  BU1705
 BU1705  STATE/COUNTY-  AL/CLARKE
 BU1705  USGS QUAD   -  THOMASVILLE (1986)
 BU1705
 BU1705                         *CURRENT SURVEY CONTROL
 BU1705  ___________________________________________________________________
 BU1705* NAD 83(1986)-  31 55 47.     (N)    087 44 22.     (W)     SCALED    
 BU1705* NAVD 88     -       122.928  (meters)     403.31   (feet)  ADJUSTED  
 BU1705  ___________________________________________________________________
 BU1705  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BU1705  DYNAMIC HT  -         122.784 (meters)     402.83  (feet)  COMP
 BU1705  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 BU1705
 BU1705  VERT ORDER  -  SECOND    CLASS 0
 BU1705
 BU1705.The horizontal coordinates were scaled from a topographic map and have
 BU1705.an estimated accuracy of +/- 6 seconds.
 BU1705
 BU1705.The orthometric height was determined by differential leveling
 BU1705.and adjusted by the National Geodetic Survey in June 1991..
 BU1705
 BU1705.The geoid height was determined by GEOID03.
 BU1705
 BU1705.The dynamic height is computed by dividing the NAVD 88
 BU1705.geopotential number by the normal gravity value computed on the
 BU1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1705.degrees latitude (g = 980.6199 gals.).
 BU1705
 BU1705.The modeled gravity was interpolated from observed gravity values.
 BU1705
 BU1705;                    North         East    Units  Estimated Accuracy
 BU1705;SPC AL W     -   213,960.      577,360.      MT  (+/- 180 meters Scaled)
 BU1705
 BU1705                          SUPERSEDED SURVEY CONTROL
 BU1705
 BU1705  NGVD 29 (??/??/92)  122.894  (m)          403.19   (f) ADJ UNCH    2 0
 BU1705
 BU1705.Superseded values are not recommended for survey control.
 BU1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1705.See file dsdata.txt to determine how the superseded data were derived.
 BU1705
 BU1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA301328(NAD 83)
 BU1705_MARKER: B = BOLT
 BU1705_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1705_SP_SET: MARKER POST
 BU1705_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1705
 BU1705  HISTORY     - Date     Condition        Report By
 BU1705  HISTORY     - UNK      MONUMENTED       ALHD
 BU1705  HISTORY     - 1952     GOOD             NGS
 BU1705  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1705
 BU1705                          STATION DESCRIPTION
 BU1705
 BU1705'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BU1705'1.1 MI N FROM THOMASVILLE.
 BU1705'1.1 MILES NORTH ALONG OLD STATE HIGHWAY 13 FROM THE POST OFFICE AT
 BU1705'THOMASVILLE, AT CROSSING OF U.S. HIGHWAY 43, IN THE SOUTH EDGE OF A
 BU1705'DITCH, 28 FEET NORTHEAST OF CENTER LINE OF OLD HIGHWAY 13, 85 FEET
 BU1705'WEST OF CENTER LINE O HIGHWAY 43, 12 1/2 FEET NORTHWEST OF FIRST POWER
 BU1705'POLE NORTHWEST OF HIGHWAY 43, 24 FEET SOUTH OF A 14-INCH PECAN TREE,
 BU1705'62 FEET WEST OF WEST END OF A 36-INCH PIPE CULVERT UNDER HIGHWAY 43,
 BU1705'17 FEET EAST OF NORTHEAST END OF AN 18-INCH PIPE CULVERT UNDER OLD
 BU1705'HIGHWAY 13, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN TOP OF A
 BU1705'HIGHWAY R/W MARKER POST CAST 68+83.2 AND PROJECTING 2 INCHES.
 BU1705
 BU1705                          STATION RECOVERY (1973)
 BU1705
 BU1705'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1411 ***********************************************************************
 BU1411  DESIGNATION -  69
 BU1411  PID         -  BU1411
 BU1411  STATE/COUNTY-  AL/ESCAMBIA
 BU1411  USGS QUAD   -  FLOMATON (1986)
 BU1411
 BU1411                         *CURRENT SURVEY CONTROL
 BU1411  ___________________________________________________________________
 BU1411* NAD 83(1986)-  31 01 41.     (N)    087 22 25.     (W)     SCALED    
 BU1411* NAVD 88     -        86.308  (meters)     283.16   (feet)  ADJUSTED  
 BU1411  ___________________________________________________________________
 BU1411  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BU1411  DYNAMIC HT  -          86.198 (meters)     282.80  (feet)  COMP
 BU1411  MODELED GRAV-     979,369.6   (mgal)                       NAVD 88
 BU1411
 BU1411  VERT ORDER  -  FIRST     CLASS II
 BU1411
 BU1411.The horizontal coordinates were scaled from a topographic map and have
 BU1411.an estimated accuracy of +/- 6 seconds.
 BU1411
 BU1411.The orthometric height was determined by differential leveling
 BU1411.and adjusted by the National Geodetic Survey in June 1991..
 BU1411
 BU1411.The geoid height was determined by GEOID03.
 BU1411
 BU1411.The dynamic height is computed by dividing the NAVD 88
 BU1411.geopotential number by the normal gravity value computed on the
 BU1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1411.degrees latitude (g = 980.6199 gals.).
 BU1411
 BU1411.The modeled gravity was interpolated from observed gravity values.
 BU1411
 BU1411;                    North         East    Units  Estimated Accuracy
 BU1411;SPC AL W     -   113,970.      612,070.      MT  (+/- 180 meters Scaled)
 BU1411
 BU1411                          SUPERSEDED SURVEY CONTROL
 BU1411
 BU1411  NGVD 29 (??/??/92)   86.286  (m)          283.09   (f) ADJ UNCH    1 2
 BU1411
 BU1411.Superseded values are not recommended for survey control.
 BU1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1411.See file dsdata.txt to determine how the superseded data were derived.
 BU1411
 BU1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV643327(NAD 83)
 BU1411_MARKER: DD = SURVEY DISK
 BU1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1411_STAMPING: 69
 BU1411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1411+STABILITY: SURFACE MOTION
 BU1411
 BU1411  HISTORY     - Date     Condition        Report By
 BU1411  HISTORY     - UNK      MONUMENTED       ALGS
 BU1411  HISTORY     - 1955     GOOD             NGS
 BU1411
 BU1411                          STATION DESCRIPTION
 BU1411
 BU1411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1411'7.05 MI E FROM ATMORE.
 BU1411'7.05 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU1411'STATION AT ATMORE, ABOUT 0.5 MILE EAST OF MILE POST 615, 139 FEET
 BU1411'NORTH-NORTHWEST AND ACROSS U.S. HIGHWAY 31 FROM CENTER OF CROSSING OF
 BU1411'TRACK AND A PRIVATE ROAD LEADING SOUTH TO A FARM HOUSE, 58 FEET NORTH
 BU1411'OF CENTER LINE OF HIGHWAY, 10 FEET NORTHWEST OF A POWER POLE WITH
 BU1411'THREE GUY WIRES AND A BRANCH LINE SOUTH, 1 1/2 FEET SOUTH OF A FENCE
 BU1411'LINE, 82 FEET NORTH-NORTHWEST AND ACROSS HIGHWAY FROM TELEPHONE POLE
 BU1411'NO. 4913, ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A
 BU1411'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0757 ***********************************************************************
 EF0757  DESIGNATION -  69
 EF0757  PID         -  EF0757
 EF0757  STATE/COUNTY-  AL/LAUDERDALE
 EF0757  USGS QUAD   -  ROGERSVILLE (1974)
 EF0757
 EF0757                         *CURRENT SURVEY CONTROL
 EF0757  ___________________________________________________________________
 EF0757* NAD 83(1986)-  34 48 28.     (N)    087 20 26.     (W)     SCALED    
 EF0757* NAVD 88     -       169.719  (meters)     556.82   (feet)  POSTED    
 EF0757  ___________________________________________________________________
 EF0757  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EF0757  DYNAMIC HT  -         169.560 (meters)     556.30  (feet)  COMP
 EF0757  MODELED GRAV-     979,698.3   (mgal)                       NAVD 88
 EF0757
 EF0757  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0757
 EF0757.The horizontal coordinates were scaled from a topographic map and have
 EF0757.an estimated accuracy of +/- 6 seconds.
 EF0757
 EF0757.The orthometric height was determined by differential leveling
 EF0757.and adjusted by the National Geodetic Survey in 1992..
 EF0757.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0757.rate of 0.0 thru 1.0 mm/km.
 EF0757
 EF0757.The geoid height was determined by GEOID03.
 EF0757
 EF0757.The dynamic height is computed by dividing the NAVD 88
 EF0757.geopotential number by the normal gravity value computed on the
 EF0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0757.degrees latitude (g = 980.6199 gals.).
 EF0757
 EF0757.The modeled gravity was interpolated from observed gravity values.
 EF0757
 EF0757;                    North         East    Units  Estimated Accuracy
 EF0757;SPC AL W     -   533,130.      614,590.      MT  (+/- 180 meters Scaled)
 EF0757
 EF0757                          SUPERSEDED SURVEY CONTROL
 EF0757
 EF0757  NGVD 29 (??/??/92)  169.660  (m)          556.63   (f) ADJ UNCH    1 2
 EF0757
 EF0757.Superseded values are not recommended for survey control.
 EF0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0757.See file dsdata.txt to determine how the superseded data were derived.
 EF0757
 EF0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD688517(NAD 83)
 EF0757_MARKER: DD = SURVEY DISK
 EF0757_SETTING: 66 = SET IN ROCK OUTCROP
 EF0757_SP_SET: ROCK OUTCROP
 EF0757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0757+STABILITY: POSITION/ELEVATION WELL
 EF0757
 EF0757  HISTORY     - Date     Condition        Report By
 EF0757  HISTORY     - UNK      MONUMENTED       USE
 EF0757  HISTORY     - 1933     GOOD             NGS
 EF0757  HISTORY     - 1950     MARK NOT FOUND   TVA
 EF0757  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF0757
 EF0757                          STATION DESCRIPTION
 EF0757
 EF0757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0757'19.75 MI SE FROM FLORENCE.
 EF0757'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 187 1/4,
 EF0757'AT OLD LOCK NO. 1 MUSCLE SHOALS CANAL, APPROXIMATELY 600 FEET UP
 EF0757'HOLLOW ALONG HIGHWAY FROM LOCK.  AT UPSTREAM END OF BLUFF.  ON TOP OF
 EF0757'POINT 30 FEET FROM EDGE OF CULTIVATION.  UNDER 20 IN. HACKBERRY TREE.
 EF0757'IN LIMESTONE OUTCROP.
 EF0757
 EF0757                          STATION RECOVERY (1950)
 EF0757
 EF0757'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0757'MARK NOT FOUND.
 EF0757
 EF0757                          STATION RECOVERY (1973)
 EF0757
 EF0757'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2022 ***********************************************************************
 BU2022  DESIGNATION -  7 1
 BU2022  PID         -  BU2022
 BU2022  STATE/COUNTY-  AL/BUTLER
 BU2022  USGS QUAD   -  GEORGIANA WEST (1981)
 BU2022
 BU2022                         *CURRENT SURVEY CONTROL
 BU2022  ___________________________________________________________________
 BU2022* NAD 83(1992)-  31 38 58.19672(N)    086 46 13.16275(W)     ADJUSTED  
 BU2022* NAVD 88     -        75.5    (meters)     248.     (feet)  GPS OBS   
 BU2022  ___________________________________________________________________
 BU2022  X           -     306,177.671 (meters)                     COMP
 BU2022  Y           -  -5,425,961.856 (meters)                     COMP
 BU2022  Z           -   3,327,434.661 (meters)                     COMP
 BU2022  LAPLACE CORR-           2.15  (seconds)                    DEFLEC99
 BU2022  ELLIP HEIGHT-          48.18  (meters)          (08/29/05) GPS OBS
 BU2022  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BU2022
 BU2022  HORZ ORDER  -  A
 BU2022  ELLP ORDER  -  FOURTH    CLASS I
 BU2022
 BU2022.The horizontal coordinates were established by GPS observations
 BU2022.and adjusted by the National Geodetic Survey in August 2005..
 BU2022
 BU2022.The orthometric height was determined by GPS observations and a
 BU2022.high-resolution geoid model.
 BU2022
 BU2022.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2022
 BU2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2022
 BU2022.The ellipsoidal height was determined by GPS observations
 BU2022.and is referenced to NAD 83.
 BU2022
 BU2022.The geoid height was determined by GEOID03.
 BU2022
 BU2022;                    North         East     Units Scale Factor Converg.
 BU2022;SPC AL W     -   183,093.233   669,206.707   MT  0.99999238   +0 22 58.4
 BU2022;UTM  16      - 3,501,609.287   521,776.369   MT  0.99960585   +0 07 13.9
 BU2022
 BU2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2022!SPC AL W     -   0.99999243  x   0.99999238  =   0.99998481
 BU2022!UTM  16      -   0.99999243  x   0.99960585  =   0.99959829
 BU2022
 BU2022                          SUPERSEDED SURVEY CONTROL
 BU2022
 BU2022  ELLIP H (07/29/02)   48.09   (m)                       GP(       ) 4 1
 BU2022  NAD 83(1992)-  31 38 58.19813(N)    086 46 13.16092(W) AD(       ) 1
 BU2022  ELLIP H (12/04/92)   48.15   (m)                       GP(       ) 4 1
 BU2022  NAD 83(1986)-  31 38 58.20992(N)    086 46 13.16118(W) AD(       ) 1
 BU2022  NGVD 29 (12/04/92)   75.5    (m)          248.     (f) GPS OBS        
 BU2022
 BU2022.Superseded values are not recommended for survey control.
 BU2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2022.See file dsdata.txt to determine how the superseded data were derived.
 BU2022
 BU2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2177601609(NAD 83)
 BU2022_MARKER: DD = SURVEY DISK
 BU2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2022_SP_SET: CONCRETE POST
 BU2022_STAMPING: 7-1 1989
 BU2022_MARK LOGO: ALHD  
 BU2022_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2022+STABILITY: SURFACE MOTION
 BU2022_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2022+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 BU2022
 BU2022  HISTORY     - Date     Condition        Report By
 BU2022  HISTORY     - 1989     MONUMENTED       ALHD
 BU2022  HISTORY     - 19910820 GOOD             ALHD
 BU2022  HISTORY     - 19920406 GOOD
 BU2022  HISTORY     - 19930608 GOOD             ALHD
 BU2022  HISTORY     - 20030710 GOOD             JCLS
 BU2022  HISTORY     - 20040624 GOOD             LOCSUR
 BU2022
 BU2022                          STATION DESCRIPTION
 BU2022
 BU2022'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2022'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF ALABAMA HIGHWAY
 BU2022'106 ABOUT 1.13 KM (0.70 MI) WEST OF GEORGIANA AND ABOUT 22.53 KM
 BU2022'(14.00 MI) SOUTH OF GREENVILLE.  NOTIFY THE GEORGIANA POLICE
 BU2022'DEPARTMENT BEFORE USING THIS POINT, TELEPHONE (205)-376-222 OR
 BU2022'376-2801.
 BU2022'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE ALABAMA
 BU2022'HIGHWAY 106 OVERPASS AT I-65 EXIT 114, DRIVE EAST ON ALABAMA 106 FOR
 BU2022'0.48 KM (0.30 MI) TO MILE POST 10.10 AND THE STATION ON THE RIGHT.
 BU2022'THE STATION IS SET FLUSH WITH THE GROUND ABOUT 18.20 M (59.7 FT) SOUTH
 BU2022'OF THE CENTER LINE OF FOUR-LANE UNDIVIDED ALABAMA 106, 4.05 M
 BU2022'(13.3 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE DITCH FLUME, 27.65 M
 BU2022'(90.7 FT) EAST OF THE EAST END OF A 24-INCH CORREGATED METAL PIPE
 BU2022'UNDER A PAVED SIDE ROAD, 35.05 M (115.0 FT) EAST OF THE CENTER OF THE
 BU2022'INTERSECTION OF A PAVED ROAD WEST WITH A DIRT ROAD SOUTH, 32.40 M
 BU2022'(106.3 FT) NORTHEAST OF THE EAST END OF A 24-INCH CORREGATED METAL
 BU2022'PIPE UNDER THE DIRT ROAD SOUTH, 26.49 M (86.9 FT) WEST OF A POWER POLE
 BU2022'WITH 2 YELLOW STRIPES, AND 0.91 M (3.0 FT) NORTH OF A CARSONITE
 BU2022'WITNESS POST.
 BU2022'STATION 7-2 CAN BE USED AS AN AZIMUTH.
 BU2022
 BU2022                          STATION RECOVERY (1991)
 BU2022
 BU2022'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2022'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF ALABAMA HIGHWAY
 BU2022'106 ABOUT 1.13 KM (0.70 MI) WEST OF GEORGIANA AND ABOUT 22.53 KM
 BU2022'(14.00 MI) SOUTH OF GREENVILLE.  NOTIFY THE GEORGIANA POLICE
 BU2022'DEPARTMENT BEFORE USING THIS POINT, TELEPHONE (205)-376-222 OR
 BU2022'376-2801.
 BU2022'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE ALABAMA
 BU2022'HIGHWAY 106 OVERPASS AT I-65 EXIT 114, DRIVE EAST ON ALABAMA 106 FOR
 BU2022'0.48 KM (0.30 MI) TO MILE POST 10.10 AND THE STATION ON THE RIGHT.
 BU2022'THE STATION IS SET FLUSH WITH THE GROUND ABOUT 18.20 M (59.71 FT)
 BU2022'SOUTH OF THE CENTER LINE OF FOUR-LANE UNDIVIDED ALABAMA 106, 4.05 M
 BU2022'(13.29 FT) SOUTH OF THE SOUTH EDGE OF A CONCRETE DITCH FLUME, 27.65 M
 BU2022'(90.72 FT) EAST OF THE EAST END OF A 24-INCH CORREGATED METAL PIPE
 BU2022'UNDER A PAVED SIDE ROAD, 35.05 M (114.99 FT) EAST OF THE CENTER OF
 BU2022'THE INTERSECTION OF A PAVED ROAD WEST WITH A DIRT ROAD SOUTH, 32.40 M
 BU2022'(106.30 FT) NORTHEAST OF THE EAST END OF A 24-INCH CORREGATED METAL
 BU2022'PIPE UNDER THE DIRT ROAD SOUTH, 26.49 M (86.91 FT) WEST OF A POWER
 BU2022'POLE WITH 2 YELLOW STRIPES, AND 0.91 M (2.99 FT) NORTH OF A CARSONITE
 BU2022'WITNESS POST.
 BU2022'STATION 7-2 CAN BE USED AS AN AZIMUTH.
 BU2022
 BU2022                          STATION RECOVERY (1992)
 BU2022
 BU2022'RECOVERED 1992
 BU2022'RECOVERED IN GOOD CONDITION.
 BU2022
 BU2022                          STATION RECOVERY (1993)
 BU2022
 BU2022'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2022'RECOVERED IN GOOD CONDITION.
 BU2022
 BU2022                          STATION RECOVERY (2003)
 BU2022
 BU2022'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BU2022'RECOVERED IN GOOD CONDITION.
 BU2022
 BU2022                          STATION RECOVERY (2004)
 BU2022
 BU2022'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (HMR)
 BU2022'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2290 ***********************************************************************
 AA2290  DESIGNATION -  7 10
 AA2290  PID         -  AA2290
 AA2290  STATE/COUNTY-  AL/BUTLER
 AA2290  USGS QUAD   -  MC KENZIE (1986)
 AA2290
 AA2290                         *CURRENT SURVEY CONTROL
 AA2290  ___________________________________________________________________
 AA2290* NAD 83(1992)-  31 32 10.45592(N)    086 43 43.98724(W)     ADJUSTED  
 AA2290* NAVD 88     -       129.4    (meters)     425.     (feet)  VERTCON   
 AA2290  ___________________________________________________________________
 AA2290  X           -     310,479.813 (meters)                     COMP
 AA2290  Y           -  -5,432,353.452 (meters)                     COMP
 AA2290  Z           -   3,316,765.745 (meters)                     COMP
 AA2290  LAPLACE CORR-           2.03  (seconds)                    DEFLEC99
 AA2290  ELLIP HEIGHT-         102.28  (meters)          (07/29/02) GPS OBS
 AA2290  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AA2290
 AA2290  HORZ ORDER  -  FIRST
 AA2290  ELLP ORDER  -  FOURTH    CLASS I
 AA2290
 AA2290.The horizontal coordinates were established by GPS observations
 AA2290.and adjusted by the National Geodetic Survey in November 1994..
 AA2290
 AA2290.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2290.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2290
 AA2290.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2290
 AA2290.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2290
 AA2290.The ellipsoidal height was determined by GPS observations
 AA2290.and is referenced to NAD 83.
 AA2290
 AA2290.The geoid height was determined by GEOID03.
 AA2290
 AA2290;                    North         East     Units Scale Factor Converg.
 AA2290;SPC AL W     -   170,562.181   673,225.540   MT  0.99999944   +0 24 12.0
 AA2290;UTM  16      - 3,489,064.872   525,736.328   MT  0.99960817   +0 08 30.5
 AA2290
 AA2290!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2290!SPC AL W     -   0.99998394  x   0.99999944  =   0.99998338
 AA2290!UTM  16      -   0.99998394  x   0.99960817  =   0.99959212
 AA2290
 AA2290|---------------------------------------------------------------------|
 AA2290| PID    Reference Object                     Distance      Geod. Az  |
 AA2290|                                                           dddmmss.s |
 AA2290| BU2209 7 9                                 388.728 METERS 22239     |
 AA2290|---------------------------------------------------------------------|
 AA2290
 AA2290                          SUPERSEDED SURVEY CONTROL
 AA2290
 AA2290  ELLIP H (11/30/94)  102.31   (m)                       GP(       ) 4 1
 AA2290  NGVD 29 (11/30/94)  129.4    (m)          425.     (f) GPS OBS        
 AA2290
 AA2290.Superseded values are not recommended for survey control.
 AA2290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2290.See file dsdata.txt to determine how the superseded data were derived.
 AA2290
 AA2290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2573689065(NAD 83)
 AA2290_MARKER: DD = SURVEY DISK
 AA2290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2290_SP_SET: CONCRETE POST
 AA2290_STAMPING: 7-10 1990
 AA2290_MARK LOGO: ALHD  
 AA2290_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2290+STABILITY: SURFACE MOTION
 AA2290_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2290+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1994
 AA2290
 AA2290  HISTORY     - Date     Condition        Report By
 AA2290  HISTORY     - 1990     MONUMENTED       ALHD
 AA2290  HISTORY     - 19940412 GOOD             ALHD
 AA2290
 AA2290                          STATION DESCRIPTION
 AA2290
 AA2290'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 AA2290'THE STATION IS LOCATED IN BUTLER COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA2290'OF U.S. 31 ABOUT 1 MI (1.6 KM) SOUTHWEST OF MCKENZIE AND ABOUT 7 MI
 AA2290'(11.3 KM) SOUTH OF GEORGIANA. TO REACH THE STATION FROM THE JUNCTION
 AA2290'OF U.S. 31 AND ALA 55 IN MCKENZIE, DRIVE SOUTHWEST ON U.S. 31 FOR 0.80
 AA2290'MI (1.29 KM) TO MILE POST 114.65 AND THE STATION ON THE RIGHT. THE
 AA2290'STATION IS 37.9 FT (11.6 M) NORTHWEST OF THE CENTERLINE OF U.S. 31 AND
 AA2290'3.25 FT (0.99 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST. STATION
 AA2290'7-9 MAY BE USED AS AN AZIMUTH FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2291 ***********************************************************************
 AA2291  DESIGNATION -  7 11
 AA2291  PID         -  AA2291
 AA2291  STATE/COUNTY-  AL/BUTLER
 AA2291  USGS QUAD   -  MC KENZIE (1986)
 AA2291
 AA2291                         *CURRENT SURVEY CONTROL
 AA2291  ___________________________________________________________________
 AA2291* NAD 83(1992)-  31 35 02.99819(N)    086 44 11.21008(W)     ADJUSTED  
 AA2291* NAVD 88     -        67.0    (meters)     220.     (feet)  VERTCON   
 AA2291  ___________________________________________________________________
 AA2291  X           -     309,601.470 (meters)                     COMP
 AA2291  Y           -  -5,429,564.239 (meters)                     COMP
 AA2291  Z           -   3,321,261.315 (meters)                     COMP
 AA2291  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AA2291  ELLIP HEIGHT-          39.78  (meters)          (07/29/02) GPS OBS
 AA2291  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AA2291
 AA2291  HORZ ORDER  -  FIRST
 AA2291  ELLP ORDER  -  FOURTH    CLASS I
 AA2291
 AA2291.The horizontal coordinates were established by GPS observations
 AA2291.and adjusted by the National Geodetic Survey in November 1994..
 AA2291
 AA2291.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2291.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2291
 AA2291.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2291
 AA2291.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2291
 AA2291.The ellipsoidal height was determined by GPS observations
 AA2291.and is referenced to NAD 83.
 AA2291
 AA2291.The geoid height was determined by GEOID03.
 AA2291
 AA2291;                    North         East     Units Scale Factor Converg.
 AA2291;SPC AL W     -   175,871.272   672,470.370   MT  0.99999809   +0 23 59.7
 AA2291;UTM  16      - 3,494,375.281   525,005.701   MT  0.99960771   +0 08 16.9
 AA2291
 AA2291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2291!SPC AL W     -   0.99999375  x   0.99999809  =   0.99999184
 AA2291!UTM  16      -   0.99999375  x   0.99960771  =   0.99960147
 AA2291
 AA2291:                Primary Azimuth Mark                     Grid Az
 AA2291:SPC AL W     -  7 12                                     012 39 56.9
 AA2291:UTM  16      -  7 12                                     012 55 39.7
 AA2291
 AA2291|---------------------------------------------------------------------|
 AA2291| PID    Reference Object                     Distance      Geod. Az  |
 AA2291|                                                           dddmmss.s |
 AA2291| AA2292 7 12                                411.990 METERS 0130356.6 |
 AA2291|---------------------------------------------------------------------|
 AA2291
 AA2291                          SUPERSEDED SURVEY CONTROL
 AA2291
 AA2291  ELLIP H (11/30/94)   39.81   (m)                       GP(       ) 4 1
 AA2291  NGVD 29 (11/30/94)   67.0    (m)          220.     (f) GPS OBS        
 AA2291
 AA2291.Superseded values are not recommended for survey control.
 AA2291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2291.See file dsdata.txt to determine how the superseded data were derived.
 AA2291
 AA2291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2500694375(NAD 83)
 AA2291_MARKER: DD = SURVEY DISK
 AA2291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2291_SP_SET: CONCRETE POST
 AA2291_STAMPING: 7-11 1990
 AA2291_MARK LOGO: ALHD  
 AA2291_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2291+STABILITY: SURFACE MOTION
 AA2291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2291+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1992
 AA2291
 AA2291  HISTORY     - Date     Condition        Report By
 AA2291  HISTORY     - 1990     MONUMENTED       ALHD
 AA2291  HISTORY     - 19921203 GOOD             ALHD
 AA2291
 AA2291                          STATION DESCRIPTION
 AA2291
 AA2291'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2291'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2291'U.S. 31, ABOUT 3.2 MI (5.1 KM) NORTH-NORTHWEST OF MCKENZIE, AND ABOUT
 AA2291'3.5 MI (5.6 KM) SOUTH OF GEORGIANA. TO REACH THE STATION FROM THE
 AA2291'JUNCTION OF U.S. 31 AND ALA 55 IN MCKENZIE, DRIVE NORTH ON U.S. 31 FOR
 AA2291'3.65 MI (5.87 KM) TO MILE POST 119.30 AND THE STATION ON THE LEFT. THE
 AA2291'STATION IS 64.1 FT (19.5 M) WEST OF THE CENTERLINE OF U.S. 31, 18.0 FT
 AA2291'(5.5 M) NORTH OF THE CENTER OF A GRAVEL WOODS ROAD AND 2.92 FT (0.89
 AA2291'M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST. STATION 7-12 MAY BE
 AA2291'USED AS AN AZIMUTH FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2292 ***********************************************************************
 AA2292  DESIGNATION -  7 12
 AA2292  PID         -  AA2292
 AA2292  STATE/COUNTY-  AL/BUTLER
 AA2292  USGS QUAD   -  MC KENZIE (1986)
 AA2292
 AA2292                         *CURRENT SURVEY CONTROL
 AA2292  ___________________________________________________________________
 AA2292* NAD 83(1992)-  31 35 16.02823(N)    086 44 07.67742(W)     ADJUSTED  
 AA2292* NAVD 88     -        68.3    (meters)     224.     (feet)  VERTCON   
 AA2292  ___________________________________________________________________
 AA2292  X           -     309,682.556 (meters)                     COMP
 AA2292  Y           -  -5,429,350.219 (meters)                     COMP
 AA2292  Z           -   3,321,603.894 (meters)                     COMP
 AA2292  LAPLACE CORR-           2.35  (seconds)                    DEFLEC99
 AA2292  ELLIP HEIGHT-          41.13  (meters)          (07/29/02) GPS OBS
 AA2292  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 AA2292
 AA2292  HORZ ORDER  -  FIRST
 AA2292  ELLP ORDER  -  FOURTH    CLASS I
 AA2292
 AA2292.The horizontal coordinates were established by GPS observations
 AA2292.and adjusted by the National Geodetic Survey in November 1994..
 AA2292
 AA2292.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2292.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2292
 AA2292.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2292
 AA2292.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2292
 AA2292.The ellipsoidal height was determined by GPS observations
 AA2292.and is referenced to NAD 83.
 AA2292
 AA2292.The geoid height was determined by GEOID03.
 AA2292
 AA2292;                    North         East     Units Scale Factor Converg.
 AA2292;SPC AL W     -   176,273.236   672,560.704   MT  0.99999825   +0 24 01.7
 AA2292;UTM  16      - 3,494,776.670   525,097.836   MT  0.99960777   +0 08 18.8
 AA2292
 AA2292!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2292!SPC AL W     -   0.99999354  x   0.99999825  =   0.99999179
 AA2292!UTM  16      -   0.99999354  x   0.99960777  =   0.99960131
 AA2292
 AA2292:                Primary Azimuth Mark                     Grid Az
 AA2292:SPC AL W     -  7 11                                     192 39 56.8
 AA2292:UTM  16      -  7 11                                     192 55 39.7
 AA2292
 AA2292|---------------------------------------------------------------------|
 AA2292| PID    Reference Object                     Distance      Geod. Az  |
 AA2292|                                                           dddmmss.s |
 AA2292| AA2291 7 11                                411.990 METERS 1930358.5 |
 AA2292|---------------------------------------------------------------------|
 AA2292
 AA2292                          SUPERSEDED SURVEY CONTROL
 AA2292
 AA2292  ELLIP H (11/30/94)   41.17   (m)                       GP(       ) 4 1
 AA2292  NGVD 29 (11/30/94)   68.3    (m)          224.     (f) GPS OBS        
 AA2292
 AA2292.Superseded values are not recommended for survey control.
 AA2292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2292.See file dsdata.txt to determine how the superseded data were derived.
 AA2292
 AA2292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2509894777(NAD 83)
 AA2292_MARKER: DD = SURVEY DISK
 AA2292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2292_SP_SET: CONCRETE POST
 AA2292_STAMPING: 7-12 1990
 AA2292_MARK LOGO: ALHD  
 AA2292_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2292+STABILITY: SURFACE MOTION
 AA2292_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2292+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1992
 AA2292
 AA2292  HISTORY     - Date     Condition        Report By
 AA2292  HISTORY     - 1990     MONUMENTED       ALHD
 AA2292  HISTORY     - 19921203 GOOD             ALHD
 AA2292
 AA2292                          STATION DESCRIPTION
 AA2292
 AA2292'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2292'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2292'U.S. 31, ABOUT 3.40 MI (5.47 KM) NORTH-NORTHWEST OF MCKENZIE, AND
 AA2292'ABOUT 3.3 MI (5.3 KM) SOUTH OF GEORGIANA. TO REACH THE STATION FROM
 AA2292'THE JUNCTION OF U.S. 31 AND ALA 55 IN MCKENZIE, DRIVE NORTH ON U.S. 31
 AA2292'FOR 3.9 MI (6.3 KM) TO MILE POST 119.55 AND THE STATION ON THE LEFT.
 AA2292'THE STATION IS 3.3 FT (1.0 M) EAST OF A HOGWIRE FENCE WITH ONE STRAND
 AA2292'OF BARBED WIRE ON TREATED WOOD POSTS, 65.5 FT (20.0 M) WEST OF THE
 AA2292'CENTERLINE OF U.S. 31, 93.7 FT (28.6 M) SOUTH OF A CORNER FENCE POST,
 AA2292'ABOUT 279.0 FT (85.0 M) SOUTH OF A TRANSFORMER POWER POLE NO. J3037
 AA2292'J3006 AND 2.82 FT (0.86 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 AA2292'STATION 7-11 MAY BE USED AS AN AZIMUTH FOR THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2104 ***********************************************************************
 BU2104  DESIGNATION -  7 13
 BU2104  PID         -  BU2104
 BU2104  STATE/COUNTY-  AL/BUTLER
 BU2104  USGS QUAD   -  PINE APPLE SOUTH (1981)
 BU2104
 BU2104                         *CURRENT SURVEY CONTROL
 BU2104  ___________________________________________________________________
 BU2104* NAD 83(1992)-  31 50 16.18180(N)    086 53 28.19443(W)     ADJUSTED  
 BU2104* NAVD 88     -       114.56   (meters)     375.9    (feet)  N HEIGHT  
 BU2104  ___________________________________________________________________
 BU2104  X           -     294,139.089 (meters)                     COMP
 BU2104  Y           -  -5,415,657.956 (meters)                     COMP
 BU2104  Z           -   3,345,213.875 (meters)                     COMP
 BU2104  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BU2104  ELLIP HEIGHT-          87.03  (meters)          (07/29/02) GPS OBS
 BU2104  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BU2104  DYNAMIC HT  -         114.43  (meters)     375.4   (feet)  COMP
 BU2104  MODELED GRAV-     979,434.0   (mgal)                       NAVD 88
 BU2104
 BU2104  HORZ ORDER  -  FIRST
 BU2104  VERT ORDER  -  THIRD
 BU2104  ELLP ORDER  -  FOURTH    CLASS I
 BU2104
 BU2104.The horizontal coordinates were established by GPS observations
 BU2104.and adjusted by the National Geodetic Survey in December 1992..
 BU2104
 BU2104.The orthometric height was determined by differential leveling
 BU2104.and adjusted by the National Geodetic Survey in February 1996..
 BU2104.The height was determined by precise leveling from only one NSRS
 BU2104.bench mark.  This was not adequate "tie leveling" to NSRS and was
 BU2104.allowed ONLY to validate the GPS-derived height.
 BU2104
 BU2104.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2104
 BU2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2104
 BU2104.The ellipsoidal height was determined by GPS observations
 BU2104.and is referenced to NAD 83.
 BU2104
 BU2104.The geoid height was determined by GEOID03.
 BU2104
 BU2104.The dynamic height is computed by dividing the NAVD 88
 BU2104.geopotential number by the normal gravity value computed on the
 BU2104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU2104.degrees latitude (g = 980.6199 gals.).
 BU2104
 BU2104.The modeled gravity was interpolated from observed gravity values.
 BU2104
 BU2104;                    North         East     Units Scale Factor Converg.
 BU2104;SPC AL W     -   203,904.499   657,628.393   MT  0.99997428   +0 19 16.2
 BU2104;UTM  16      - 3,522,465.571   510,298.092   MT  0.99960131   +0 03 26.7
 BU2104
 BU2104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2104!SPC AL W     -   0.99998633  x   0.99997428  =   0.99996062
 BU2104!UTM  16      -   0.99998633  x   0.99960131  =   0.99958765
 BU2104
 BU2104                          SUPERSEDED SURVEY CONTROL
 BU2104
 BU2104  ELLIP H (12/04/92)   87.11   (m)                       GP(       ) 4 1
 BU2104  NAD 83(1986)-  31 50 16.19263(N)    086 53 28.19720(W) AD(       ) 1
 BU2104  NGVD 29 (??/??/??)  114.54   (m)          375.8    (f) N HEIGHT    3  
 BU2104
 BU2104.Superseded values are not recommended for survey control.
 BU2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2104.See file dsdata.txt to determine how the superseded data were derived.
 BU2104
 BU2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1029822466(NAD 83)
 BU2104_MARKER: DD = SURVEY DISK
 BU2104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2104_SP_SET: CONCRETE POST
 BU2104_STAMPING: 7-13 1991
 BU2104_MARK LOGO: ALHD  
 BU2104_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2104+STABILITY: SURFACE MOTION
 BU2104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2104+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1995
 BU2104
 BU2104  HISTORY     - Date     Condition        Report By
 BU2104  HISTORY     - 1991     MONUMENTED       ALHD
 BU2104  HISTORY     - 19920407 GOOD
 BU2104  HISTORY     - 19921209 GOOD             ALHD
 BU2104  HISTORY     - 19930608 GOOD             ALHD
 BU2104  HISTORY     - 19950328 GOOD             ALHD
 BU2104
 BU2104                          STATION DESCRIPTION
 BU2104
 BU2104'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2104'THE STATION IS LOCATED IN BUTLER COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2104'ALA 10, ABOUT 15.85 MI (25.51 KM) WEST OF GREENVILLE AND ABOUT 16.25
 BU2104'MI (26.15 KM) NORTHWEST OF GEORGIANA.
 BU2104'TO REACH THE STATION FROM EXIT 128 ON I-65 (MILE POST 133.60 ON ALA
 BU2104'10) IN GREENVILLE, DRIVE WEST ON ALA 10 FOR 14.35 MI (23.09 KM) TO
 BU2104'MILE POST 119.25 AND THE STATION ON THE LEFT.
 BU2104'THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 BU2104'ON TREATED WOOD POSTS, 40.4 FT (12.3 M) SOUTH OF THE CENTERLINE OF
 BU2104'ALA 10, 111.0 FT (33.8 M) WEST-SOUTHWEST OF A THREE AMBER REFLECTOR
 BU2104'SIGN AT THE SOUTH END OF A PIPE UNDER ALA 10, APPROXIMATELY 78 YARDS
 BU2104'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF PINE FLAT CEMETARY, 2.8 FT
 BU2104'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BU2104'GROUND.
 BU2104'STATION 7-14 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2104
 BU2104                          STATION RECOVERY (1992)
 BU2104
 BU2104'RECOVERED 1992
 BU2104'RECOVERED IN GOOD CONDITION.
 BU2104
 BU2104                          STATION RECOVERY (1992)
 BU2104
 BU2104'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 BU2104'THE STATION IS LOCATED IN BUTLER COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2104'ALA 10, ABOUT 15.85 MI (25.51 KM) WEST OF GREENVILLE AND ABOUT 16.25
 BU2104'MI (26.15 KM) NORTHWEST OF GEORGIANA. TO REACH THE STATION FROM EXIT
 BU2104'128 ON I-65 (MILE POST 133.60 ON ALA 10) IN GREENVILLE, DRIVE WEST ON
 BU2104'ALA 10 FOR 14.35 MI (23.09 KM) TO MILE POST 119.25 AND THE STATION ON
 BU2104'THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR STRAND BARBED
 BU2104'WIRE FENCE ON TREATED WOOD POSTS, 40.4 FT (12.3 M) SOUTH OF THE
 BU2104'CENTERLINE OF ALA 10, 111.0 FT (33.8 M) WEST-SOUTHWEST OF A THREE
 BU2104'AMBER REFLECTOR SIGN AT THE SOUTH END OF A PIPE UNDER ALA 10,
 BU2104'APPROXIMATELY 78 YARDS WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF PINE
 BU2104'FLAT CEMETARY, 2.8 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND
 BU2104'SET FLUSH WITH THE GROUND. STATION 7-14 1991 MAY BE USED AS AN AZIMUTH
 BU2104'FOR THIS STATION.
 BU2104
 BU2104                          STATION RECOVERY (1993)
 BU2104
 BU2104'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2104'RECOVERED IN GOOD CONDITION.
 BU2104
 BU2104                          STATION RECOVERY (1995)
 BU2104
 BU2104'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 BU2104'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2105 ***********************************************************************
 BU2105  DESIGNATION -  7 14
 BU2105  PID         -  BU2105
 BU2105  STATE/COUNTY-  AL/BUTLER
 BU2105  USGS QUAD   -  PINE APPLE SOUTH (1981)
 BU2105
 BU2105                         *CURRENT SURVEY CONTROL
 BU2105  ___________________________________________________________________
 BU2105* NAD 83(1992)-  31 50 17.30880(N)    086 53 07.26613(W)     ADJUSTED  
 BU2105* NAVD 88     -       118.9    (meters)     390.     (feet)  VERTCON   
 BU2105  ___________________________________________________________________
 BU2105  X           -     294,687.781 (meters)                     COMP
 BU2105  Y           -  -5,415,613.430 (meters)                     COMP
 BU2105  Z           -   3,345,245.623 (meters)                     COMP
 BU2105  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BU2105  ELLIP HEIGHT-          91.31  (meters)          (07/29/02) GPS OBS
 BU2105  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BU2105
 BU2105  HORZ ORDER  -  FIRST
 BU2105  ELLP ORDER  -  FOURTH    CLASS I
 BU2105
 BU2105.The horizontal coordinates were established by GPS observations
 BU2105.and adjusted by the National Geodetic Survey in December 1992..
 BU2105
 BU2105.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2105
 BU2105.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2105
 BU2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2105
 BU2105.The ellipsoidal height was determined by GPS observations
 BU2105.and is referenced to NAD 83.
 BU2105
 BU2105.The geoid height was determined by GEOID03.
 BU2105
 BU2105;                    North         East     Units Scale Factor Converg.
 BU2105;SPC AL W     -   203,942.310   658,178.467   MT  0.99997506   +0 19 27.3
 BU2105;UTM  16      - 3,522,500.836   510,848.128   MT  0.99960145   +0 03 37.7
 BU2105
 BU2105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2105!SPC AL W     -   0.99998566  x   0.99997506  =   0.99996072
 BU2105!UTM  16      -   0.99998566  x   0.99960145  =   0.99958712
 BU2105
 BU2105                          SUPERSEDED SURVEY CONTROL
 BU2105
 BU2105  ELLIP H (12/04/92)   91.39   (m)                       GP(       ) 4 1
 BU2105  NAD 83(1986)-  31 50 17.31962(N)    086 53 07.26890(W) AD(       ) 1
 BU2105  NGVD 29 (12/04/92)  118.8    (m)          390.     (f) GPS OBS        
 BU2105
 BU2105.Superseded values are not recommended for survey control.
 BU2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2105.See file dsdata.txt to determine how the superseded data were derived.
 BU2105
 BU2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1084822501(NAD 83)
 BU2105_MARKER: DD = SURVEY DISK
 BU2105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2105_SP_SET: CONCRETE POST
 BU2105_STAMPING: 7-14 1991
 BU2105_MARK LOGO: ALHD  
 BU2105_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2105+STABILITY: SURFACE MOTION
 BU2105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2105+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2105
 BU2105  HISTORY     - Date     Condition        Report By
 BU2105  HISTORY     - 1991     MONUMENTED       ALHD
 BU2105  HISTORY     - 19920407 GOOD
 BU2105  HISTORY     - 19930608 GOOD             ALHD
 BU2105
 BU2105                          STATION DESCRIPTION
 BU2105
 BU2105'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2105'THE STATION IS LOCATED IN BUTLER COUNTY ON THE SOUTH RIGHT OF WAY OF
 BU2105'ALA 10, ABOUT 15.50 MI (24.94 KM) WEST OF GREENVILLE AND ABOUT 16.05
 BU2105'MI (25.83 KM) NORTHWEST OF GEORGIANA.
 BU2105'TO REACH THE STATION FROM EXIT 128 ON I-65 (MILE POST 133.60 ON ALA
 BU2105'10) IN GREENVILLE, DRIVE WEST ON ALA 10 FOR 14.00 MI (22.53 KM) TO
 BU2105'MILE POST 119.60 AND THE STATION ON THE LEFT.
 BU2105'THE STATION IS 2.7 FT (0.8 M) NORTH OF A FOUR-STRAND BARBED WIRE FENCE
 BU2105'ON TREATED WOOD POSTS, 38.6 FT (11.8 M) SOUTH OF THE CENTERLINE OF
 BU2105'ALA 10, 128.7 FT (39.2 M) EAST-SOUTHEAST OF A POWER POLE ACROSS ALA
 BU2105'10, 2.7 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 BU2105'WITH THE GROUND.
 BU2105'STATION 7-13 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2105
 BU2105                          STATION RECOVERY (1992)
 BU2105
 BU2105'RECOVERED 1992
 BU2105'RECOVERED IN GOOD CONDITION.
 BU2105
 BU2105                          STATION RECOVERY (1993)
 BU2105
 BU2105'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2105'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2332 ***********************************************************************
 AA2332  DESIGNATION -  7 15
 AA2332  PID         -  AA2332
 AA2332  STATE/COUNTY-  AL/BUTLER
 AA2332  USGS QUAD   -  MC KENZIE (1986)
 AA2332
 AA2332                         *CURRENT SURVEY CONTROL
 AA2332  ___________________________________________________________________
 AA2332* NAD 83(1992)-  31 33 41.29234(N)    086 39 00.72206(W)     ADJUSTED  
 AA2332* NAVD 88     -        68.8    (meters)     226.     (feet)  VERTCON   
 AA2332  ___________________________________________________________________
 AA2332  X           -     317,851.266 (meters)                     COMP
 AA2332  Y           -  -5,430,409.122 (meters)                     COMP
 AA2332  Z           -   3,319,118.336 (meters)                     COMP
 AA2332  LAPLACE CORR-           1.77  (seconds)                    DEFLEC99
 AA2332  ELLIP HEIGHT-          41.79  (meters)          (07/29/02) GPS OBS
 AA2332  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AA2332
 AA2332  HORZ ORDER  -  FIRST
 AA2332  ELLP ORDER  -  FOURTH    CLASS I
 AA2332
 AA2332.The horizontal coordinates were established by GPS observations
 AA2332.and adjusted by the National Geodetic Survey in November 1994..
 AA2332
 AA2332.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2332.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2332
 AA2332.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2332
 AA2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2332
 AA2332.The ellipsoidal height was determined by GPS observations
 AA2332.and is referenced to NAD 83.
 AA2332
 AA2332.The geoid height was determined by GEOID03.
 AA2332
 AA2332;                    North         East     Units Scale Factor Converg.
 AA2332;SPC AL W     -   173,415.156   680,676.022   MT  1.00001358   +0 26 41.4
 AA2332;UTM  16      - 3,491,882.681   533,196.807   MT  0.99961359   +0 10 59.1
 AA2332
 AA2332!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2332!SPC AL W     -   0.99999344  x   1.00001358  =   1.00000702
 AA2332!UTM  16      -   0.99999344  x   0.99961359  =   0.99960703
 AA2332
 AA2332                          SUPERSEDED SURVEY CONTROL
 AA2332
 AA2332  ELLIP H (11/30/94)   41.83   (m)                       GP(       ) 4 1
 AA2332  NGVD 29 (11/30/94)   68.8    (m)          226.     (f) GPS OBS        
 AA2332
 AA2332.Superseded values are not recommended for survey control.
 AA2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2332.See file dsdata.txt to determine how the superseded data were derived.
 AA2332
 AA2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3319791883(NAD 83)
 AA2332_MARKER: DD = SURVEY DISK
 AA2332_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2332_SP_SET: CONCRETE POST
 AA2332_STAMPING: 7-15 1992
 AA2332_MARK LOGO: ALHD  
 AA2332_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2332_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2332+STABILITY: SURFACE MOTION
 AA2332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2332+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2332
 AA2332  HISTORY     - Date     Condition        Report By
 AA2332  HISTORY     - 1992     MONUMENTED       ALHD
 AA2332
 AA2332                          STATION DESCRIPTION
 AA2332
 AA2332'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2332'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2332'BUTLER COUNTY ROAD NO. 63, ABOUT 4.00 MI (6.44 KM) EAST-NORTHEAST OF
 AA2332'MCKENZIE AND ABOUT 7.40 MI (11.91 KM) SOUTHEAST OF GEORGIANA. TO REACH
 AA2332'THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 55 (MILE POST 115.65
 AA2332'ON U.S. 31 AND MILE POST 49.55 ON ALA 55) IN MCKENZIE, DRIVE NORTH ON
 AA2332'U.S. 31 FOR 0.05 MI (0.08 KM) TO A STREET ON THE RIGHT AT THE MCKENZIE
 AA2332'POST OFFICE, BEAR RIGHT ON THE STREET AND DRIVE NORTHEAST ALONG THE
 AA2332'WEST SIDE OF A RAILROAD FOR 0.30 MI (0.48 KM) TO BUTLER COUNTY ROAD
 AA2332'NO. 45 ON THE RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD NO. 45 AND DRIVE
 AA2332'EAST FOR 3.80 MI (6.12 KM) TO BUTLER COUNTY ROAD NO. 63 ON THE LEFT,
 AA2332'TURN LEFT ON BUTLER COUNTY ROAD NO. 63 AND DRIVE NORTH FOR 1.00 MI
 AA2332'(1.61 KM) TO THE STATION ON THE RIGHT. THE STATION IS 5.5 FT (1.7 M)
 AA2332'WEST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 44.0 FT
 AA2332'(13.4 M) EAST OF THE CENTER OF BUTLER COUNTY ROAD NO. 63, 81.0 FT
 AA2332'(24.7 M) NORTH OF THE NORTH NINE-INCH WOOD POST OF A CATTLE GAP IN THE
 AA2332'FENCE LINE, 101.0 FT (30.8 M) SOUTH OF A POWER POLE WITH ONE GUY WIRE
 AA2332'IN THE PASTURE, 5.7 FT (1.7 M) WEST OF A CARSONITE WITNESS POST, AND
 AA2332'SET FLUSH WITH THE GROUND. STATION 7-16 1992 MAY BE USED AS AN AZIMUTH
 AA2332'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0713 ***********************************************************************
 EF0713  DESIGNATION -  7 154
 EF0713  PID         -  EF0713
 EF0713  STATE/COUNTY-  AL/MORGAN
 EF0713  USGS QUAD   -  DECATUR (1982)
 EF0713
 EF0713                         *CURRENT SURVEY CONTROL
 EF0713  ___________________________________________________________________
 EF0713* NAD 83(1986)-  34 37 02.     (N)    086 58 54.     (W)     SCALED    
 EF0713* NAVD 88     -       171.913  (meters)     564.02   (feet)  ADJUSTED  
 EF0713  ___________________________________________________________________
 EF0713  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EF0713  DYNAMIC HT  -         171.747 (meters)     563.47  (feet)  COMP
 EF0713  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EF0713
 EF0713  VERT ORDER  -  FIRST     CLASS II
 EF0713
 EF0713.The horizontal coordinates were scaled from a topographic map and have
 EF0713.an estimated accuracy of +/- 6 seconds.
 EF0713
 EF0713.The orthometric height was determined by differential leveling
 EF0713.and adjusted by the National Geodetic Survey in June 1991..
 EF0713
 EF0713.The geoid height was determined by GEOID03.
 EF0713
 EF0713.The dynamic height is computed by dividing the NAVD 88
 EF0713.geopotential number by the normal gravity value computed on the
 EF0713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0713.degrees latitude (g = 980.6199 gals.).
 EF0713
 EF0713.The modeled gravity was interpolated from observed gravity values.
 EF0713
 EF0713;                    North         East    Units  Estimated Accuracy
 EF0713;SPC AL W     -   512,100.      647,530.      MT  (+/- 180 meters Scaled)
 EF0713
 EF0713                          SUPERSEDED SURVEY CONTROL
 EF0713
 EF0713  NGVD 29 (??/??/92)  171.88   (m)          563.9    (f) COMPUTED    1 2
 EF0713
 EF0713.Superseded values are not recommended for survey control.
 EF0713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0713.See file dsdata.txt to determine how the superseded data were derived.
 EF0713
 EF0713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED016305(NAD 83)
 EF0713_MARKER: B = BOLT
 EF0713_SETTING: 0 = UNSPECIFIED SETTING
 EF0713_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0713
 EF0713  HISTORY     - Date     Condition        Report By
 EF0713  HISTORY     - UNK      MONUMENTED       USE
 EF0713  HISTORY     - 1944     GOOD             NGS
 EF0713  HISTORY     - 1949     GOOD             NGS
 EF0713
 EF0713                          STATION DESCRIPTION
 EF0713
 EF0713'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF0713'IN DECATUR.
 EF0713'BENCH MARK IS ALONG THE LOUISVILLE AND NASHVILLE RAILROAD AND THE
 EF0713'SOUTHERN RAILROAD AT THE DRAW-SPAN PIER OF THE BRIDGE OVER THE
 EF0713'TENNESSEE RIVER, ABOUT 10 FEET BELOW THE CENTER LINE OF THE TRACK AND
 EF0713'6.0 INCHES FROM THE EDGE OF THE PIER AND MIDWAY BETWEEN THE SIDES OF
 EF0713'AN IRON LADDER.  A COPPER BOLT SET IN A DRILL HOLE.  NOTE-- MARK IS 10
 EF0713'FEET BELOW THE LEVEL OF THE TRACK AND IS THEREFORE INACCESSABLE.
 EF0713
 EF0713                          STATION RECOVERY (1949)
 EF0713
 EF0713'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 EF0713'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2333 ***********************************************************************
 AA2333  DESIGNATION -  7 16
 AA2333  PID         -  AA2333
 AA2333  STATE/COUNTY-  AL/BUTLER
 AA2333  USGS QUAD   -  MC KENZIE (1986)
 AA2333
 AA2333                         *CURRENT SURVEY CONTROL
 AA2333  ___________________________________________________________________
 AA2333* NAD 83(1992)-  31 34 03.13864(N)    086 39 01.31378(W)     ADJUSTED  
 AA2333* NAVD 88     -        78.3    (meters)     257.     (feet)  VERTCON   
 AA2333  ___________________________________________________________________
 AA2333  X           -     317,815.578 (meters)                     COMP
 AA2333  Y           -  -5,430,066.448 (meters)                     COMP
 AA2333  Z           -   3,319,696.594 (meters)                     COMP
 AA2333  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AA2333  ELLIP HEIGHT-          51.23  (meters)          (07/29/02) GPS OBS
 AA2333  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 AA2333
 AA2333  HORZ ORDER  -  FIRST
 AA2333  ELLP ORDER  -  FOURTH    CLASS I
 AA2333
 AA2333.The horizontal coordinates were established by GPS observations
 AA2333.and adjusted by the National Geodetic Survey in November 1994..
 AA2333
 AA2333.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2333.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2333
 AA2333.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2333
 AA2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2333
 AA2333.The ellipsoidal height was determined by GPS observations
 AA2333.and is referenced to NAD 83.
 AA2333
 AA2333.The geoid height was determined by GEOID03.
 AA2333
 AA2333;                    North         East     Units Scale Factor Converg.
 AA2333;SPC AL W     -   174,087.885   680,655.194   MT  1.00001354   +0 26 41.3
 AA2333;UTM  16      - 3,492,555.229   533,179.060   MT  0.99961358   +0 10 58.9
 AA2333
 AA2333!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2333!SPC AL W     -   0.99999196  x   1.00001354  =   1.00000550
 AA2333!UTM  16      -   0.99999196  x   0.99961358  =   0.99960554
 AA2333
 AA2333                          SUPERSEDED SURVEY CONTROL
 AA2333
 AA2333  ELLIP H (11/30/94)   51.28   (m)                       GP(       ) 4 1
 AA2333  NGVD 29 (11/30/94)   78.3    (m)          257.     (f) GPS OBS        
 AA2333
 AA2333.Superseded values are not recommended for survey control.
 AA2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2333.See file dsdata.txt to determine how the superseded data were derived.
 AA2333
 AA2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3317992555(NAD 83)
 AA2333_MARKER: DD = SURVEY DISK
 AA2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2333_SP_SET: CONCRETE POST
 AA2333_STAMPING: 7-16 1992
 AA2333_MARK LOGO: ALHD  
 AA2333_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2333+STABILITY: SURFACE MOTION
 AA2333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2333+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2333
 AA2333  HISTORY     - Date     Condition        Report By
 AA2333  HISTORY     - 1992     MONUMENTED       ALHD
 AA2333
 AA2333                          STATION DESCRIPTION
 AA2333
 AA2333'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2333'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2333'BUTLER COUNTY ROAD NO. 63, ABOUT 4.10 MI (6.60 KM) EAST-NORTHEAST OF
 AA2333'MCKENZIE AND ABOUT 7.05 MI (11.35 KM) SOUTHEAST OF GEORGIANA. TO REACH
 AA2333'THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 55 (MILE POST 115.65
 AA2333'ON U.S. 31 AND MILE POST 49.55 ON ALA 55) IN MCKENZIE, DRIVE NORTH ON
 AA2333'U.S. 31 FOR 0.05 MI (0.08 KM) TO A STREET ON THE RIGHT AT THE MCKENZIE
 AA2333'POST OFFICE, BEAR RIGHT ON THE STREET AND DRIVE NORTHEAST ALONG THE
 AA2333'WEST SIDE OF A RAILROAD FOR 0.30 MI (0.48 KM) TO BUTLER COUNTY ROAD
 AA2333'NO. 45 ON THE RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD NO. 45 AND DRIVE
 AA2333'EAST FOR 3.80 MI (6.12 KM) TO BUTLER COUNTY ROAD NO. 63 ON THE LEFT,
 AA2333'TURN LEFT ON BUTLER COUNTY ROAD NO. 63 AND DRIVE NORTH FOR 1.45 MI
 AA2333'(2.33 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2333'EAST OF A SEVEN STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 32.0
 AA2333'FT (9.8 M) WEST OF THE CENTER OF BUTLER COUNTY ROAD NO. 63, 155.0 FT
 AA2333'(47.2 M) SOUTH OF A FENCE JUNCTION, 3.2 FT (1.0 M) EAST OF A CARSONITE
 AA2333'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-15 1992 MAY BE
 AA2333'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2334 ***********************************************************************
 AA2334  DESIGNATION -  7 17
 AA2334  PID         -  AA2334
 AA2334  STATE/COUNTY-  AL/BUTLER
 AA2334  USGS QUAD   -  INDUSTRY (1971)
 AA2334
 AA2334                         *CURRENT SURVEY CONTROL
 AA2334  ___________________________________________________________________
 AA2334* NAD 83(1992)-  31 34 53.71603(N)    086 31 15.35756(W)     ADJUSTED  
 AA2334* NAVD 88     -        87.2    (meters)     286.     (feet)  VERTCON   
 AA2334  ___________________________________________________________________
 AA2334  X           -     330,032.355 (meters)                     COMP
 AA2334  Y           -  -5,428,528.205 (meters)                     COMP
 AA2334  Z           -   3,321,028.527 (meters)                     COMP
 AA2334  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 AA2334  ELLIP HEIGHT-          60.32  (meters)          (07/29/02) GPS OBS
 AA2334  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 AA2334
 AA2334  HORZ ORDER  -  FIRST
 AA2334  ELLP ORDER  -  FOURTH    CLASS I
 AA2334
 AA2334.The horizontal coordinates were established by GPS observations
 AA2334.and adjusted by the National Geodetic Survey in November 1994..
 AA2334
 AA2334.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2334.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2334
 AA2334.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2334
 AA2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2334
 AA2334.The ellipsoidal height was determined by GPS observations
 AA2334.and is referenced to NAD 83.
 AA2334
 AA2334.The geoid height was determined by GEOID03.
 AA2334
 AA2334;                    North         East     Units Scale Factor Converg.
 AA2334;SPC AL W     -   175,748.322   692,928.669   MT  1.00003981   +0 30 46.0
 AA2334;UTM  16      - 3,494,158.907   545,454.994   MT  0.99962548   +0 15 03.2
 AA2334
 AA2334!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2334!SPC AL W     -   0.99999053  x   1.00003981  =   1.00003034
 AA2334!UTM  16      -   0.99999053  x   0.99962548  =   0.99961601
 AA2334
 AA2334:                Primary Azimuth Mark                     Grid Az
 AA2334:SPC AL W     -  7 18                                     003 33 58.6
 AA2334:UTM  16      -  7 18                                     003 49 41.4
 AA2334
 AA2334|---------------------------------------------------------------------|
 AA2334| PID    Reference Object                     Distance      Geod. Az  |
 AA2334|                                                           dddmmss.s |
 AA2334| AA2335 7 18                                428.091 METERS 0040444.6 |
 AA2334|---------------------------------------------------------------------|
 AA2334
 AA2334                          SUPERSEDED SURVEY CONTROL
 AA2334
 AA2334  ELLIP H (11/30/94)   60.37   (m)                       GP(       ) 4 1
 AA2334  NGVD 29 (11/30/94)   87.2    (m)          286.     (f) GPS OBS        
 AA2334
 AA2334.Superseded values are not recommended for survey control.
 AA2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2334.See file dsdata.txt to determine how the superseded data were derived.
 AA2334
 AA2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4545594159(NAD 83)
 AA2334_MARKER: DD = SURVEY DISK
 AA2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2334_SP_SET: CONCRETE POST
 AA2334_STAMPING: 7-17 1992
 AA2334_MARK LOGO: ALHD  
 AA2334_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2334+STABILITY: SURFACE MOTION
 AA2334_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2334+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2334
 AA2334  HISTORY     - Date     Condition        Report By
 AA2334  HISTORY     - 1992     MONUMENTED       ALHD
 AA2334
 AA2334                          STATION DESCRIPTION
 AA2334
 AA2334'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2334'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2334'BUTLER COUNTY ROAD NO. 59, ABOUT 11.70 MI (18.83 KM) EAST-NORTHEAST OF
 AA2334'MCKENZIE AND ABOUT 13.40 MI (21.56 KM) EAST-SOUTHEAST OF GEORGIANA. TO
 AA2334'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 106 (MILE POST
 AA2334'12.75 ON ALA 106 AND MILE POST 123.25 ON U.S. 31) IN GEORGIANA, DRIVE
 AA2334'EAST ON ALA 106 FOR 12.30 MI (19.79 KM) TO MILE POST 25.05 AND BUTLER
 AA2334'COUNTY ROAD NO. 59 LEFT AND RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD
 AA2334'NO. 59 AND DRIVE SOUTH FOR 1.25 MI (2.01 KM) TO A Y-INTERSECTION WITH
 AA2334'A PAVED COUNTY ROAD ON THE RIGHT AND BUTLER COUNTY ROAD NO. 59 ON THE
 AA2334'LEFT, BEAR LEFT ON BUTLER COUNTY ROAD NO. 59 AND DRIVE SOUTH FOR 2.35
 AA2334'MI (3.78 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2334'WEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON WOOD POSTS,
 AA2334'18.4 FT (5.6 M) NORTH-NORTHWEST OF A FENCE JUNCTION AT THE WEST POST
 AA2334'OF A METAL GATE, 36.7 FT (11.2 M) EAST OF THE CENTERLINE OF BUTLER
 AA2334'COUNTY ROAD NO. 59, 94.6 FT (28.8 M) NORTHEAST OF POWER POLE NO. 154R
 AA2334'39 20 10 ACROSS THE ROAD, 3.1 FT (0.9 M) WEST OF A CARSONITE WITNESS
 AA2334'POST, AND SET FLUSH WITH THE GROUND. STATION 7-18 1992 MAY BE USED AS
 AA2334'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2335 ***********************************************************************
 AA2335  DESIGNATION -  7 18
 AA2335  PID         -  AA2335
 AA2335  STATE/COUNTY-  AL/BUTLER
 AA2335  USGS QUAD   -  INDUSTRY (1971)
 AA2335
 AA2335                         *CURRENT SURVEY CONTROL
 AA2335  ___________________________________________________________________
 AA2335* NAD 83(1992)-  31 35 07.57995(N)    086 31 14.20259(W)     ADJUSTED  
 AA2335* NAVD 88     -        93.9    (meters)     308.     (feet)  VERTCON   
 AA2335  ___________________________________________________________________
 AA2335  X           -     330,049.522 (meters)                     COMP
 AA2335  Y           -  -5,428,308.763 (meters)                     COMP
 AA2335  Z           -   3,321,395.760 (meters)                     COMP
 AA2335  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AA2335  ELLIP HEIGHT-          66.95  (meters)          (07/29/02) GPS OBS
 AA2335  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AA2335
 AA2335  HORZ ORDER  -  FIRST
 AA2335  ELLP ORDER  -  FOURTH    CLASS I
 AA2335
 AA2335.The horizontal coordinates were established by GPS observations
 AA2335.and adjusted by the National Geodetic Survey in November 1994..
 AA2335
 AA2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2335
 AA2335.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2335
 AA2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2335
 AA2335.The ellipsoidal height was determined by GPS observations
 AA2335.and is referenced to NAD 83.
 AA2335
 AA2335.The geoid height was determined by GEOID03.
 AA2335
 AA2335;                    North         East     Units Scale Factor Converg.
 AA2335;SPC AL W     -   176,175.601   692,955.299   MT  1.00003987   +0 30 46.8
 AA2335;UTM  16      - 3,494,585.883   545,483.565   MT  0.99962551   +0 15 03.9
 AA2335
 AA2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2335!SPC AL W     -   0.99998949  x   1.00003987  =   1.00002936
 AA2335!UTM  16      -   0.99998949  x   0.99962551  =   0.99961500
 AA2335
 AA2335:                Primary Azimuth Mark                     Grid Az
 AA2335:SPC AL W     -  7 17                                     183 33 58.4
 AA2335:UTM  16      -  7 17                                     183 49 41.3
 AA2335
 AA2335|---------------------------------------------------------------------|
 AA2335| PID    Reference Object                     Distance      Geod. Az  |
 AA2335|                                                           dddmmss.s |
 AA2335| AA2334 7 17                                428.091 METERS 1840445.2 |
 AA2335|---------------------------------------------------------------------|
 AA2335
 AA2335                          SUPERSEDED SURVEY CONTROL
 AA2335
 AA2335  ELLIP H (11/30/94)   67.00   (m)                       GP(       ) 4 1
 AA2335  NGVD 29 (11/30/94)   93.9    (m)          308.     (f) GPS OBS        
 AA2335
 AA2335.Superseded values are not recommended for survey control.
 AA2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2335.See file dsdata.txt to determine how the superseded data were derived.
 AA2335
 AA2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4548494586(NAD 83)
 AA2335_MARKER: DD = SURVEY DISK
 AA2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2335_SP_SET: CONCRETE POST
 AA2335_STAMPING: 7-18 1992
 AA2335_MARK LOGO: ALHD  
 AA2335_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2335+STABILITY: SURFACE MOTION
 AA2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2335+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2335
 AA2335  HISTORY     - Date     Condition        Report By
 AA2335  HISTORY     - 1992     MONUMENTED       ALHD
 AA2335
 AA2335                          STATION DESCRIPTION
 AA2335
 AA2335'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2335'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2335'BUTLER COUNTY ROAD NO. 59, ABOUT 11.80 MI (18.99 KM) EAST-NORTHEAST OF
 AA2335'MCKENZIE AND ABOUT 13.35 MI (21.48 KM) EAST-SOUTHEAST OF GEORGIANA. TO
 AA2335'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 106 (MILE POST
 AA2335'12.75 ON ALA 106 AND MILE POST 123.25 ON U.S. 31) IN GEORGIANA, DRIVE
 AA2335'EAST ON ALA 106 FOR 12.30 MI (19.79 KM) TO MILE POST 25.05 AND BUTLER
 AA2335'COUNTY ROAD NO. 59 LEFT AND RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD
 AA2335'NO. 59 AND DRIVE SOUTH FOR 1.25 MI (2.01 KM) TO A Y-INTERSECTION WITH
 AA2335'A PAVED COUNTY ROAD ON THE RIGHT AND BUTLER COUNTY ROAD NO. 59 ON THE
 AA2335'LEFT, BEAR LEFT ON BUTLER COUNTY ROAD NO. 59 AND DRIVE SOUTH FOR 2.05
 AA2335'MI (3.30 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2335'WEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON WOOD POSTS,
 AA2335'34.7 FT (10.6 M) EAST OF THE CENTERLINE OF BUTLER COUNTY ROAD NO. 59,
 AA2335'179.7 FT (54.8 M) SOUTHEAST OF POWER POLE NO. 20 7 ACROSS THE ROAD,
 AA2335'3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2335'THE GROUND. STATION 7-17 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2335'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2336 ***********************************************************************
 AA2336  DESIGNATION -  7 19
 AA2336  PID         -  AA2336
 AA2336  STATE/COUNTY-  AL/BUTLER
 AA2336  USGS QUAD   -  BETHEL (1971)
 AA2336
 AA2336                         *CURRENT SURVEY CONTROL
 AA2336  ___________________________________________________________________
 AA2336* NAD 83(1992)-  31 40 54.15490(N)    086 53 19.79951(W)     ADJUSTED  
 AA2336* NAVD 88     -       108.4    (meters)     356.     (feet)  VERTCON   
 AA2336  ___________________________________________________________________
 AA2336  X           -     294,853.754 (meters)                     COMP
 AA2336  Y           -  -5,424,739.202 (meters)                     COMP
 AA2336  Z           -   3,330,491.719 (meters)                     COMP
 AA2336  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AA2336  ELLIP HEIGHT-          80.93  (meters)          (07/29/02) GPS OBS
 AA2336  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA2336
 AA2336  HORZ ORDER  -  FIRST
 AA2336  ELLP ORDER  -  FOURTH    CLASS I
 AA2336
 AA2336.The horizontal coordinates were established by GPS observations
 AA2336.and adjusted by the National Geodetic Survey in November 1994..
 AA2336
 AA2336.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2336.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2336
 AA2336.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2336
 AA2336.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2336
 AA2336.The ellipsoidal height was determined by GPS observations
 AA2336.and is referenced to NAD 83.
 AA2336
 AA2336.The geoid height was determined by GEOID03.
 AA2336
 AA2336;                    North         East     Units Scale Factor Converg.
 AA2336;SPC AL W     -   186,595.613   657,946.315   MT  0.99997473   +0 19 15.6
 AA2336;UTM  16      - 3,505,161.867   510,536.413   MT  0.99960137   +0 03 30.2
 AA2336
 AA2336!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2336!SPC AL W     -   0.99998729  x   0.99997473  =   0.99996202
 AA2336!UTM  16      -   0.99998729  x   0.99960137  =   0.99958867
 AA2336
 AA2336:                Primary Azimuth Mark                     Grid Az
 AA2336:SPC AL W     -  7 20                                     324 59 44.0
 AA2336:UTM  16      -  7 20                                     325 15 29.4
 AA2336
 AA2336|---------------------------------------------------------------------|
 AA2336| PID    Reference Object                     Distance      Geod. Az  |
 AA2336|                                                           dddmmss.s |
 AA2336| AA2337 7 20                                440.373 METERS 3251859.6 |
 AA2336|---------------------------------------------------------------------|
 AA2336
 AA2336                          SUPERSEDED SURVEY CONTROL
 AA2336
 AA2336  ELLIP H (11/30/94)   80.99   (m)                       GP(       ) 4 1
 AA2336  NGVD 29 (11/30/94)  108.4    (m)          356.     (f) GPS OBS        
 AA2336
 AA2336.Superseded values are not recommended for survey control.
 AA2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2336.See file dsdata.txt to determine how the superseded data were derived.
 AA2336
 AA2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1053605162(NAD 83)
 AA2336_MARKER: DD = SURVEY DISK
 AA2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2336_SP_SET: CONCRETE POST
 AA2336_STAMPING: 7-19 1992
 AA2336_MARK LOGO: ALHD  
 AA2336_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2336+STABILITY: SURFACE MOTION
 AA2336_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2336+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2336
 AA2336  HISTORY     - Date     Condition        Report By
 AA2336  HISTORY     - 1992     MONUMENTED       ALHD
 AA2336
 AA2336                          STATION DESCRIPTION
 AA2336
 AA2336'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2336'THE STATION IS LOCATED IN BUTLER COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2336'OF ALA 106, ABOUT 9.30 MI (14.97 KM) WEST-NORTHWEST OF GEORGIANA AND
 AA2336'ABOUT 14.25 MI (22.93 KM) NORTHWEST OF MCKENZIE. TO REACH THE STATION
 AA2336'FROM EXIT 114 ON I-65 (MILE POST 9.80 ON ALA 106) WEST OF GEORGIANA,
 AA2336'DRIVE NORTHWEST AND WEST ON ALA 106 FOR 8.45 MI (13.60 KM) TO MILE
 AA2336'POST 1.35 AND THE STATION ON THE RIGHT. THE STATION IS 48.4 FT (14.8
 AA2336'M) NORTHEAST OF THE CENTERLINE OF ALA 106, 98.8 FT (30.1 M) SOUTHEAST
 AA2336'OF POWER POLE NO. 2 2, 255.0 FT (77.7 M) NORTHWEST OF THE CENTER OF A
 AA2336'WOODS ROAD, 273.3 FT (83.3 M) NORTHWEST OF TELEPHONE CABLE REPEATER
 AA2336'NO. T 1 W 1 3, 2.6 FT (0.8 M) SOUTHWEST OF A CARSONITE WITNESS POST,
 AA2336'AND SET FLUSH WITH THE GROUND. STATION 7-20 1992 MAY BE USED AS AN
 AA2336'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2023 ***********************************************************************
 BU2023  DESIGNATION -  7 2
 BU2023  PID         -  BU2023
 BU2023  STATE/COUNTY-  AL/BUTLER
 BU2023  USGS QUAD   -  GEORGIANA WEST (1981)
 BU2023
 BU2023                         *CURRENT SURVEY CONTROL
 BU2023  ___________________________________________________________________
 BU2023* NAD 83(1992)-  31 38 58.06668(N)    086 45 28.36694(W)     ADJUSTED  
 BU2023* NAVD 88     -        80.4    (meters)     264.     (feet)  VERTCON   
 BU2023  ___________________________________________________________________
 BU2023  X           -     307,356.408 (meters)                     COMP
 BU2023  Y           -  -5,425,901.497 (meters)                     COMP
 BU2023  Z           -   3,327,433.822 (meters)                     COMP
 BU2023  LAPLACE CORR-           2.43  (seconds)                    DEFLEC99
 BU2023  ELLIP HEIGHT-          53.08  (meters)          (07/29/02) GPS OBS
 BU2023  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BU2023
 BU2023  HORZ ORDER  -  FIRST
 BU2023  ELLP ORDER  -  FOURTH    CLASS I
 BU2023
 BU2023.The horizontal coordinates were established by GPS observations
 BU2023.and adjusted by the National Geodetic Survey in December 1992..
 BU2023
 BU2023.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2023.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2023
 BU2023.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2023
 BU2023.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2023
 BU2023.The ellipsoidal height was determined by GPS observations
 BU2023.and is referenced to NAD 83.
 BU2023
 BU2023.The geoid height was determined by GEOID03.
 BU2023
 BU2023;                    North         East     Units Scale Factor Converg.
 BU2023;SPC AL W     -   183,097.183   670,386.955   MT  0.99999442   +0 23 21.9
 BU2023;SPC AL E     -   127,808.013   112,307.755   MT  1.00005481   -0 29 06.6
 BU2023;UTM  16      - 3,501,607.832   522,956.166   MT  0.99960650   +0 07 37.4
 BU2023
 BU2023!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2023!SPC AL W     -   0.99999167  x   0.99999442  =   0.99998609
 BU2023!SPC AL E     -   0.99999167  x   1.00005481  =   1.00004647
 BU2023!UTM  16      -   0.99999167  x   0.99960650  =   0.99959817
 BU2023
 BU2023                          SUPERSEDED SURVEY CONTROL
 BU2023
 BU2023  ELLIP H (12/04/92)   53.15   (m)                       GP(       ) 4 1
 BU2023  NAD 83(1986)-  31 38 58.07845(N)    086 45 28.36720(W) AD(       ) 1
 BU2023  NGVD 29 (12/04/92)   80.4    (m)          264.     (f) GPS OBS        
 BU2023
 BU2023.Superseded values are not recommended for survey control.
 BU2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2023.See file dsdata.txt to determine how the superseded data were derived.
 BU2023
 BU2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2295601608(NAD 83)
 BU2023_MARKER: DD = SURVEY DISK
 BU2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2023_SP_SET: CONCRETE POST
 BU2023_STAMPING: 7-2 1989
 BU2023_MARK LOGO: ALHD  
 BU2023_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2023+STABILITY: SURFACE MOTION
 BU2023_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2023+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2023
 BU2023  HISTORY     - Date     Condition        Report By
 BU2023  HISTORY     - 1989     MONUMENTED       ALHD
 BU2023  HISTORY     - 19930608 GOOD             ALHD
 BU2023
 BU2023                          STATION DESCRIPTION
 BU2023
 BU2023'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2023'THE STATION IS LOCATED ON THE SOUTH RIGHT OF WAY OF ALABAMA HIGHWAY
 BU2023'106 ON THE WEST SIDE OF GEORGIANA.  NOTIFY THE GEORGIANA POLICE
 BU2023'DEPARTMENT BEFORE USING THIS STATION, TELEPHONE (205)-376-2222 OR
 BU2023'376-2801.
 BU2023'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE ALABAMA
 BU2023'HIGHWAY 106 OVERPASS AT EXIT 114 ON I - 65, DRIVE EAST ON ALABAMA 106
 BU2023'FOR 1.77 KM (1.10 MI) TO MILE POST 10.90 AND THE STATION ON THE RIGHT.
 BU2023'THE STATION IS SET ABOUT 3 INCHES BELOW THE SURFACE AND IS ABOUT 14.54
 BU2023'M (47.7 FT) SOUTH OF THE CENTER LINE OF FOUR-LANE UNDIVIDED ALABAMA
 BU2023'106, 6.61 M (21.7 FT) SOUTH OF THE SOUTH CURB OF ALABAMA 106, 10.36 M
 BU2023'(34.0 FT) SOUTHWEST OF THE SOUTHWEST END OF A FLUME RUNNING SOUTHWEST,
 BU2023'23.87 M (78.3 FT) EAST OF THE EAST POWER POLE ON THE SOUTH SIDE OF
 BU2023'ALABAMA 106, 32.61 M (107.0 FT) WEST OF THE CENTER OF A GRAVEL
 BU2023'DRIVEWAY TO AN UNUSED R. V. PARK, AND 0.91 M (3.0 FT) NORTH OF A
 BU2023'CARSONITE WITNESS POST.
 BU2023'STATION 7-1 CAN BE USED AS AN AZIMUTH.
 BU2023
 BU2023                          STATION RECOVERY (1993)
 BU2023
 BU2023'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2337 ***********************************************************************
 AA2337  DESIGNATION -  7 20
 AA2337  PID         -  AA2337
 AA2337  STATE/COUNTY-  AL/BUTLER
 AA2337  USGS QUAD   -  BETHEL (1971)
 AA2337
 AA2337                         *CURRENT SURVEY CONTROL
 AA2337  ___________________________________________________________________
 AA2337* NAD 83(1992)-  31 41 05.91188(N)    086 53 29.31412(W)     ADJUSTED  
 AA2337* NAVD 88     -       113.6    (meters)     373.     (feet)  VERTCON   
 AA2337  ___________________________________________________________________
 AA2337  X           -     294,593.446 (meters)                     COMP
 AA2337  Y           -  -5,424,567.300 (meters)                     COMP
 AA2337  Z           -   3,330,802.604 (meters)                     COMP
 AA2337  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 AA2337  ELLIP HEIGHT-          86.13  (meters)          (07/29/02) GPS OBS
 AA2337  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA2337
 AA2337  HORZ ORDER  -  FIRST
 AA2337  ELLP ORDER  -  FOURTH    CLASS I
 AA2337
 AA2337.The horizontal coordinates were established by GPS observations
 AA2337.and adjusted by the National Geodetic Survey in November 1994..
 AA2337
 AA2337.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2337.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2337
 AA2337.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2337
 AA2337.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2337
 AA2337.The ellipsoidal height was determined by GPS observations
 AA2337.and is referenced to NAD 83.
 AA2337
 AA2337.The geoid height was determined by GEOID03.
 AA2337
 AA2337;                    North         East     Units Scale Factor Converg.
 AA2337;SPC AL W     -   186,956.317   657,693.706   MT  0.99997437   +0 19 10.7
 AA2337;UTM  16      - 3,505,523.590   510,285.554   MT  0.99960130   +0 03 25.2
 AA2337
 AA2337!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2337!SPC AL W     -   0.99998648  x   0.99997437  =   0.99996085
 AA2337!UTM  16      -   0.99998648  x   0.99960130  =   0.99958778
 AA2337
 AA2337:                Primary Azimuth Mark                     Grid Az
 AA2337:SPC AL W     -  7 19                                     144 59 43.9
 AA2337:UTM  16      -  7 19                                     145 15 29.4
 AA2337
 AA2337|---------------------------------------------------------------------|
 AA2337| PID    Reference Object                     Distance      Geod. Az  |
 AA2337|                                                           dddmmss.s |
 AA2337| AA2336 7 19                                440.373 METERS 1451854.6 |
 AA2337|---------------------------------------------------------------------|
 AA2337
 AA2337                          SUPERSEDED SURVEY CONTROL
 AA2337
 AA2337  ELLIP H (11/30/94)   86.20   (m)                       GP(       ) 4 1
 AA2337  NGVD 29 (11/30/94)  113.6    (m)          373.     (f) GPS OBS        
 AA2337
 AA2337.Superseded values are not recommended for survey control.
 AA2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2337.See file dsdata.txt to determine how the superseded data were derived.
 AA2337
 AA2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1028605524(NAD 83)
 AA2337_MARKER: DD = SURVEY DISK
 AA2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2337_SP_SET: CONCRETE POST
 AA2337_STAMPING: 7-20 1992
 AA2337_MARK LOGO: ALHD  
 AA2337_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2337+STABILITY: SURFACE MOTION
 AA2337_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2337+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2337
 AA2337  HISTORY     - Date     Condition        Report By
 AA2337  HISTORY     - 1992     MONUMENTED       ALHD
 AA2337
 AA2337                          STATION DESCRIPTION
 AA2337
 AA2337'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2337'THE STATION IS LOCATED IN BUTLER COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA2337'OF ALA 106, ABOUT 9.55 MI (15.37 KM) WEST-NORTHWEST OF GEORGIANA AND
 AA2337'ABOUT 13.95 MI (22.45 KM) NORTHWEST OF MCKENZIE. TO REACH THE STATION
 AA2337'FROM EXIT 114 ON I-65 (MILE POST 9.80 ON ALA 106) WEST OF GEORGIANA,
 AA2337'DRIVE NORTHWEST AND WEST ON ALA 106 FOR 8.75 MI (14.08 KM) TO MILE
 AA2337'POST 1.05 AND THE STATION ON THE RIGHT. THE STATION IS 4.5 FT (1.4 M)
 AA2337'EAST-NORTHEAST OF THE CREST OF A TEN FOOT BACKSLOPE, 48.0 FT (14.6 M)
 AA2337'EAST-NORTHEAST OF THE CENTERLINE OF ALA 106, 71.3 FT (21.7 M)
 AA2337'SOUTHEAST OF POWER POLE NO. 2 5 WITH A GUY POLE ACROSS THE ROAD, 92.6
 AA2337'FT (28.2 M) EAST OF A BARRIER LINE MARKER ACROSS THE ROAD, 175.5 FT
 AA2337'(53.5 M) EAST-SOUTHEAST OF MILE POST 1 ACROSS THE ROAD, 2.3 FT (0.7 M)
 AA2337'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2337'STATION 7-19 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2338 ***********************************************************************
 AA2338  DESIGNATION -  7 21
 AA2338  PID         -  AA2338
 AA2338  STATE/COUNTY-  AL/BUTLER
 AA2338  USGS QUAD   -  GEORGIANA WEST (1981)
 AA2338
 AA2338                         *CURRENT SURVEY CONTROL
 AA2338  ___________________________________________________________________
 AA2338* NAD 83(1992)-  31 40 34.69263(N)    086 50 32.64238(W)     ADJUSTED  
 AA2338* NAVD 88     -        84.8    (meters)     278.     (feet)  VERTCON   
 AA2338  ___________________________________________________________________
 AA2338  X           -     299,266.103 (meters)                     COMP
 AA2338  Y           -  -5,424,792.748 (meters)                     COMP
 AA2338  Z           -   3,329,969.190 (meters)                     COMP
 AA2338  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 AA2338  ELLIP HEIGHT-          57.33  (meters)          (07/29/02) GPS OBS
 AA2338  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA2338
 AA2338  HORZ ORDER  -  FIRST
 AA2338  ELLP ORDER  -  FOURTH    CLASS I
 AA2338
 AA2338.The horizontal coordinates were established by GPS observations
 AA2338.and adjusted by the National Geodetic Survey in November 1994..
 AA2338
 AA2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2338
 AA2338.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2338
 AA2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2338
 AA2338.The ellipsoidal height was determined by GPS observations
 AA2338.and is referenced to NAD 83.
 AA2338
 AA2338.The geoid height was determined by GEOID03.
 AA2338
 AA2338;                    North         East     Units Scale Factor Converg.
 AA2338;SPC AL W     -   186,021.793   662,352.402   MT  0.99998127   +0 20 43.2
 AA2338;UTM  16      - 3,504,568.083   514,938.168   MT  0.99960275   +0 04 57.9
 AA2338
 AA2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2338!SPC AL W     -   0.99999100  x   0.99998127  =   0.99997227
 AA2338!UTM  16      -   0.99999100  x   0.99960275  =   0.99959375
 AA2338
 AA2338|---------------------------------------------------------------------|
 AA2338| PID    Reference Object                     Distance      Geod. Az  |
 AA2338|                                                           dddmmss.s |
 AA2338| AA2339 7 22                                385.660 METERS 08700     |
 AA2338|---------------------------------------------------------------------|
 AA2338
 AA2338                          SUPERSEDED SURVEY CONTROL
 AA2338
 AA2338  ELLIP H (11/30/94)   57.40   (m)                       GP(       ) 4 1
 AA2338  NGVD 29 (11/30/94)   84.8    (m)          278.     (f) GPS OBS        
 AA2338
 AA2338.Superseded values are not recommended for survey control.
 AA2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2338.See file dsdata.txt to determine how the superseded data were derived.
 AA2338
 AA2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1493804568(NAD 83)
 AA2338_MARKER: DD = SURVEY DISK
 AA2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2338_SP_SET: CONCRETE POST
 AA2338_STAMPING: 7-21 1992
 AA2338_MARK LOGO: ALHD  
 AA2338_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2338+STABILITY: SURFACE MOTION
 AA2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2338+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2338
 AA2338  HISTORY     - Date     Condition        Report By
 AA2338  HISTORY     - 1992     MONUMENTED       ALHD
 AA2338
 AA2338                          STATION DESCRIPTION
 AA2338
 AA2338'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2338'THE STATION IS LOCATED IN BUTLER COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2338'ALA 106, ABOUT 6.60 MI (10.62 KM) WEST-NORTHWEST OF GEORGIANA AND
 AA2338'ABOUT 11.80 MI (18.99 KM) NORTHWEST OF MCKENZIE. TO REACH THE STATION
 AA2338'FROM EXIT 114 ON I-65 (MILE POST 9.80 ON ALA 106) WEST OF GEORGIANA,
 AA2338'DRIVE NORTHWEST AND WEST ON ALA 106 FOR 4.85 MI (7.81 KM) TO MILE POST
 AA2338'4.95 AND THE STATION ON THE RIGHT. THE STATION IS 3.9 FT (1.2 M)
 AA2338'SOUTH-SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA2338'POSTS, 47.1 FT (14.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF ALA 106,
 AA2338'109.0 FT (33.2 M) EAST-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. 166,
 AA2338'109.1 FT (33.3 M) EAST-NORTHEAST OF THE SOUTHWEST CORNER OF THE FENCE,
 AA2338'121.0 FT (36.9 M) EAST-NORTHEAST OF A TELEPHONE CABLE PEDESTAL, 121.3
 AA2338'FT (37.0 M) EAST-NORTHEAST OF A TELEPHONE SERVICE POLE, 144.1 FT (43.9
 AA2338'M) EAST-NORTHEAST OF THE CENTER OF A GRAVEL ROAD, 4.0 FT (1.2 M) SOUTH
 AA2338'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2338'7-22 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2339 ***********************************************************************
 AA2339  DESIGNATION -  7 22
 AA2339  PID         -  AA2339
 AA2339  STATE/COUNTY-  AL/BUTLER
 AA2339  USGS QUAD   -  GEORGIANA WEST (1981)
 AA2339
 AA2339                         *CURRENT SURVEY CONTROL
 AA2339  ___________________________________________________________________
 AA2339* NAD 83(1992)-  31 40 35.34908(N)    086 50 18.02083(W)     ADJUSTED  
 AA2339* NAVD 88     -        81.4    (meters)     267.     (feet)  VERTCON   
 AA2339  ___________________________________________________________________
 AA2339  X           -     299,649.906 (meters)                     COMP
 AA2339  Y           -  -5,424,758.047 (meters)                     COMP
 AA2339  Z           -   3,329,984.622 (meters)                     COMP
 AA2339  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AA2339  ELLIP HEIGHT-          53.95  (meters)          (07/29/02) GPS OBS
 AA2339  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AA2339
 AA2339  HORZ ORDER  -  FIRST
 AA2339  ELLP ORDER  -  FOURTH    CLASS I
 AA2339
 AA2339.The horizontal coordinates were established by GPS observations
 AA2339.and adjusted by the National Geodetic Survey in November 1994..
 AA2339
 AA2339.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2339.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2339
 AA2339.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2339
 AA2339.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2339
 AA2339.The ellipsoidal height was determined by GPS observations
 AA2339.and is referenced to NAD 83.
 AA2339
 AA2339.The geoid height was determined by GEOID03.
 AA2339
 AA2339;                    North         East     Units Scale Factor Converg.
 AA2339;SPC AL W     -   186,044.339   662,737.395   MT  0.99998186   +0 20 50.9
 AA2339;UTM  16      - 3,504,588.857   515,323.115   MT  0.99960290   +0 05 05.6
 AA2339
 AA2339!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2339!SPC AL W     -   0.99999153  x   0.99998186  =   0.99997339
 AA2339!UTM  16      -   0.99999153  x   0.99960290  =   0.99959443
 AA2339
 AA2339|---------------------------------------------------------------------|
 AA2339| PID    Reference Object                     Distance      Geod. Az  |
 AA2339|                                                           dddmmss.s |
 AA2339| AA2338 7 21                                385.660 METERS 26700     |
 AA2339|---------------------------------------------------------------------|
 AA2339
 AA2339                          SUPERSEDED SURVEY CONTROL
 AA2339
 AA2339  ELLIP H (11/30/94)   54.01   (m)                       GP(       ) 4 1
 AA2339  NGVD 29 (11/30/94)   81.4    (m)          267.     (f) GPS OBS        
 AA2339
 AA2339.Superseded values are not recommended for survey control.
 AA2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2339.See file dsdata.txt to determine how the superseded data were derived.
 AA2339
 AA2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1532304589(NAD 83)
 AA2339_MARKER: DD = SURVEY DISK
 AA2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2339_SP_SET: CONCRETE POST
 AA2339_STAMPING: 7-22 1992
 AA2339_MARK LOGO: ALHD  
 AA2339_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2339+STABILITY: SURFACE MOTION
 AA2339_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2339+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2339
 AA2339  HISTORY     - Date     Condition        Report By
 AA2339  HISTORY     - 1992     MONUMENTED       ALHD
 AA2339
 AA2339                          STATION DESCRIPTION
 AA2339
 AA2339'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2339'THE STATION IS LOCATED IN BUTLER COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2339'ALA 106, ABOUT 6.40 MI (10.30 KM) WEST-NORTHWEST OF GEORGIANA AND
 AA2339'ABOUT 11.65 MI (18.75 KM) NORTHWEST OF MCKENZIE. TO REACH THE STATION
 AA2339'FROM EXIT 114 ON I-65 (MILE POST 9.80 ON ALA 106) WEST OF GEORGIANA,
 AA2339'DRIVE NORTHWEST AND WEST ON ALA 106 FOR 4.60 MI (7.40 KM) TO MILE POST
 AA2339'5.20 AND THE STATION ON THE RIGHT. THE STATION IS 2.8 FT (0.9 M) SOUTH
 AA2339'OF A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 40.2 FT
 AA2339'(12.3 M) NORTH OF THE CENTERLINE OF ALA 106, 62.3 FT (19.0 M)
 AA2339'WEST-NORTHWEST OF A POST WITH TWO CLEAR REFLECTORS, 78.0 FT (23.8 M)
 AA2339'EAST OF TELEPHONE CABLE PEDESTAL NO. 159 -5, 129.7 FT (39.5 M) EAST OF
 AA2339'A POWER SERVICE POLE, 159.2 FT (48.5 M) EAST OF THE SOUTHWEST CORNER
 AA2339'OF THE FENCE, 164.6 FT (50.2 M) EAST OF A FOURTYTWO-INCH WATER OAK
 AA2339'TREE, 167.1 FT (50.9 M) EAST OF A NO PASSING ZONE SIGN, 218.0 FT (66.4
 AA2339'M) EAST OF THE CENTER OF A GRAVEL DRIVEWAY, 2.8 FT (0.9 M) SOUTH OF A
 AA2339'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-21
 AA2339'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2340 ***********************************************************************
 AA2340  DESIGNATION -  7 23
 AA2340  PID         -  AA2340
 AA2340  STATE/COUNTY-  AL/BUTLER
 AA2340  USGS QUAD   -  GEORGIANA EAST (1986)
 AA2340
 AA2340                         *CURRENT SURVEY CONTROL
 AA2340  ___________________________________________________________________
 AA2340* NAD 83(1992)-  31 38 26.76763(N)    086 41 31.59539(W)     ADJUSTED  
 AA2340* NAVD 88     -        97.9    (meters)     321.     (feet)  VERTCON   
 AA2340  ___________________________________________________________________
 AA2340  X           -     313,614.652 (meters)                     COMP
 AA2340  Y           -  -5,426,065.030 (meters)                     COMP
 AA2340  Z           -   3,326,622.383 (meters)                     COMP
 AA2340  LAPLACE CORR-           2.45  (seconds)                    DEFLEC99
 AA2340  ELLIP HEIGHT-          70.71  (meters)          (07/29/02) GPS OBS
 AA2340  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AA2340
 AA2340  HORZ ORDER  -  FIRST
 AA2340  ELLP ORDER  -  FOURTH    CLASS I
 AA2340
 AA2340.The horizontal coordinates were established by GPS observations
 AA2340.and adjusted by the National Geodetic Survey in November 1994..
 AA2340
 AA2340.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2340.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2340
 AA2340.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2340
 AA2340.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2340
 AA2340.The ellipsoidal height was determined by GPS observations
 AA2340.and is referenced to NAD 83.
 AA2340
 AA2340.The geoid height was determined by GEOID03.
 AA2340
 AA2340;                    North         East     Units Scale Factor Converg.
 AA2340;SPC AL W     -   182,177.466   676,632.260   MT  1.00000574   +0 25 25.8
 AA2340;UTM  16      - 3,500,659.900   529,194.750   MT  0.99961051   +0 09 41.5
 AA2340
 AA2340!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2340!SPC AL W     -   0.99998890  x   1.00000574  =   0.99999464
 AA2340!UTM  16      -   0.99998890  x   0.99961051  =   0.99959941
 AA2340
 AA2340:                Primary Azimuth Mark                     Grid Az
 AA2340:SPC AL W     -  7 24                                     091 43 21.4
 AA2340:UTM  16      -  7 24                                     091 59 05.7
 AA2340
 AA2340|---------------------------------------------------------------------|
 AA2340| PID    Reference Object                     Distance      Geod. Az  |
 AA2340|                                                           dddmmss.s |
 AA2340| AA2341 7 24                                451.318 METERS 0920847.2 |
 AA2340|---------------------------------------------------------------------|
 AA2340
 AA2340                          SUPERSEDED SURVEY CONTROL
 AA2340
 AA2340  ELLIP H (11/30/94)   70.75   (m)                       GP(       ) 4 1
 AA2340  NGVD 29 (11/30/94)   97.9    (m)          321.     (f) GPS OBS        
 AA2340
 AA2340.Superseded values are not recommended for survey control.
 AA2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2340.See file dsdata.txt to determine how the superseded data were derived.
 AA2340
 AA2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2919500660(NAD 83)
 AA2340_MARKER: DD = SURVEY DISK
 AA2340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2340_SP_SET: CONCRETE POST
 AA2340_STAMPING: 7-23 1992
 AA2340_MARK LOGO: ALHD  
 AA2340_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2340+STABILITY: SURFACE MOTION
 AA2340_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2340+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2340
 AA2340  HISTORY     - Date     Condition        Report By
 AA2340  HISTORY     - 1992     MONUMENTED       ALHD
 AA2340
 AA2340                          STATION DESCRIPTION
 AA2340
 AA2340'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2340'THE STATION IS LOCATED IN BUTLER COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2340'ALA 106, ABOUT 2.75 MI (4.43 KM) EAST OF GEORGIANA AND ABOUT 6.90 MI
 AA2340'(11.10 KM) NORTH-NORTHEAST OF MCKENZIE. TO REACH THE STATION FROM THE
 AA2340'JUNCTION OF U.S. 31 AND ALA 106 (MILE POST 12.75 ON ALA 106 AND MILE
 AA2340'POST 123.25 ON U.S. 31) IN GEORGIANA, DRIVE EAST ON ALA 106 FOR 2.35
 AA2340'MI (3.78 KM) TO MILE POST 15.10 AND THE STATION ON THE LEFT. THE
 AA2340'STATION IS 3.3 FT (1.0 M) SOUTH OF A DOUBLE HOG WIRE FENCE ON WOOD
 AA2340'POSTS, 33.0 FT (10.1 M) NORTH OF THE CENTERLINE OF ALA 106, 37.2 FT
 AA2340'(11.3 M) EAST OF THE CENTER OF A PLASTIC WATER METER BOX, 44.0 FT
 AA2340'(13.4 M) EAST OF THE CENTER OF A FIELD ROAD, 81.1 FT (24.7 M) WEST OF
 AA2340'JUNCTION TRANSFORMER POWER POLE NO. F 22 37 25 3, 3.5 FT (1.1 M) SOUTH
 AA2340'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2340'7-24 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2341 ***********************************************************************
 AA2341  DESIGNATION -  7 24
 AA2341  PID         -  AA2341
 AA2341  STATE/COUNTY-  AL/BUTLER
 AA2341  USGS QUAD   -  GEORGIANA EAST (1986)
 AA2341
 AA2341                         *CURRENT SURVEY CONTROL
 AA2341  ___________________________________________________________________
 AA2341* NAD 83(1992)-  31 38 26.21850(N)    086 41 14.47956(W)     ADJUSTED  
 AA2341* NAVD 88     -        92.8    (meters)     304.     (feet)  VERTCON   
 AA2341  ___________________________________________________________________
 AA2341  X           -     314,065.170 (meters)                     COMP
 AA2341  Y           -  -5,426,043.562 (meters)                     COMP
 AA2341  Z           -   3,326,605.340 (meters)                     COMP
 AA2341  LAPLACE CORR-           2.36  (seconds)                    DEFLEC99
 AA2341  ELLIP HEIGHT-          65.67  (meters)          (07/29/02) GPS OBS
 AA2341  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 AA2341
 AA2341  HORZ ORDER  -  FIRST
 AA2341  ELLP ORDER  -  FOURTH    CLASS I
 AA2341
 AA2341.The horizontal coordinates were established by GPS observations
 AA2341.and adjusted by the National Geodetic Survey in November 1994..
 AA2341
 AA2341.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2341.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2341
 AA2341.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2341
 AA2341.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2341
 AA2341.The ellipsoidal height was determined by GPS observations
 AA2341.and is referenced to NAD 83.
 AA2341
 AA2341.The geoid height was determined by GEOID03.
 AA2341
 AA2341;                    North         East     Units Scale Factor Converg.
 AA2341;SPC AL W     -   182,163.899   677,083.377   MT  1.00000659   +0 25 34.8
 AA2341;UTM  16      - 3,500,644.274   529,645.622   MT  0.99961084   +0 09 50.4
 AA2341
 AA2341!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2341!SPC AL W     -   0.99998969  x   1.00000659  =   0.99999628
 AA2341!UTM  16      -   0.99998969  x   0.99961084  =   0.99960053
 AA2341
 AA2341:                Primary Azimuth Mark                     Grid Az
 AA2341:SPC AL W     -  7 23                                     271 43 21.3
 AA2341:UTM  16      -  7 23                                     271 59 05.7
 AA2341
 AA2341|---------------------------------------------------------------------|
 AA2341| PID    Reference Object                     Distance      Geod. Az  |
 AA2341|                                                           dddmmss.s |
 AA2341| AA2340 7 23                                451.318 METERS 2720856.1 |
 AA2341|---------------------------------------------------------------------|
 AA2341
 AA2341                          SUPERSEDED SURVEY CONTROL
 AA2341
 AA2341  ELLIP H (11/30/94)   65.71   (m)                       GP(       ) 4 1
 AA2341  NGVD 29 (11/30/94)   92.8    (m)          304.     (f) GPS OBS        
 AA2341
 AA2341.Superseded values are not recommended for survey control.
 AA2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2341.See file dsdata.txt to determine how the superseded data were derived.
 AA2341
 AA2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2964600644(NAD 83)
 AA2341_MARKER: DD = SURVEY DISK
 AA2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2341_SP_SET: CONCRETE POST
 AA2341_STAMPING: 7-24 1992
 AA2341_MARK LOGO: ALHD  
 AA2341_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2341+STABILITY: SURFACE MOTION
 AA2341_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2341+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2341
 AA2341  HISTORY     - Date     Condition        Report By
 AA2341  HISTORY     - 1992     MONUMENTED       ALHD
 AA2341
 AA2341                          STATION DESCRIPTION
 AA2341
 AA2341'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2341'THE STATION IS LOCATED IN BUTLER COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA2341'ALA 106, ABOUT 3.05 MI (4.91 KM) EAST OF GEORGIANA AND ABOUT 6.90 MI
 AA2341'(11.10 KM) NORTH-NORTHEAST OF MCKENZIE. TO REACH THE STATION FROM THE
 AA2341'JUNCTION OF U.S. 31 AND ALA 106 (MILE POST 12.75 ON ALA 106 AND MILE
 AA2341'POST 123.25 ON U.S. 31) IN GEORGIANA, DRIVE EAST ON ALA 106 FOR 2.65
 AA2341'MI (4.26 KM) TO MILE POST 15.40 AND THE STATION ON THE RIGHT. THE
 AA2341'STATION IS 3.3 FT (1.0 M) NORTH OF A HOG WIRE FENCE ON OLD TREATED
 AA2341'WOOD POSTS, 38.6 FT (11.8 M) SOUTH OF THE CENTERLINE OF ALA 106, 89.6
 AA2341'FT (27.3 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. T 6 E 1
 AA2341'ACROSS THE ROAD, 91.4 FT (27.9 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE
 AA2341'REPEATER NO. 63 R6 L300 ACROSS THE ROAD, 93.4 FT (28.5 M)
 AA2341'SOUTH-SOUTHWEST OF A TELEPHONE SERVICE POLE ACROSS THE ROAD, 94.1 FT
 AA2341'(28.7 M) WEST OF JUNCTION TRANSFORMER POWER POLE NO. 25 17, 3.0 FT
 AA2341'(0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2341'GROUND. STATION 7-23 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2342 ***********************************************************************
 AA2342  DESIGNATION -  7 25
 AA2342  PID         -  AA2342
 AA2342  STATE/COUNTY-  AL/BUTLER
 AA2342  USGS QUAD   -  PIGEON CREEK (1971)
 AA2342
 AA2342                         *CURRENT SURVEY CONTROL
 AA2342  ___________________________________________________________________
 AA2342* NAD 83(1992)-  31 39 18.20597(N)    086 35 37.25989(W)     ADJUSTED  
 AA2342* NAVD 88     -       105.6    (meters)     346.     (feet)  VERTCON   
 AA2342  ___________________________________________________________________
 AA2342  X           -     322,886.445 (meters)                     COMP
 AA2342  Y           -  -5,424,695.087 (meters)                     COMP
 AA2342  Z           -   3,327,975.202 (meters)                     COMP
 AA2342  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 AA2342  ELLIP HEIGHT-          78.52  (meters)          (07/29/02) GPS OBS
 AA2342  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 AA2342
 AA2342  HORZ ORDER  -  FIRST
 AA2342  ELLP ORDER  -  FOURTH    CLASS I
 AA2342
 AA2342.The horizontal coordinates were established by GPS observations
 AA2342.and adjusted by the National Geodetic Survey in November 1994..
 AA2342
 AA2342.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2342.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2342
 AA2342.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2342
 AA2342.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2342
 AA2342.The ellipsoidal height was determined by GPS observations
 AA2342.and is referenced to NAD 83.
 AA2342
 AA2342.The geoid height was determined by GEOID03.
 AA2342
 AA2342;                    North         East     Units Scale Factor Converg.
 AA2342;SPC AL W     -   183,835.035   685,955.672   MT  1.00002443   +0 28 32.4
 AA2342;UTM  16      - 3,502,274.111   538,521.916   MT  0.99961830   +0 12 47.7
 AA2342
 AA2342!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2342!SPC AL W     -   0.99998767  x   1.00002443  =   1.00001210
 AA2342!UTM  16      -   0.99998767  x   0.99961830  =   0.99960598
 AA2342
 AA2342                          SUPERSEDED SURVEY CONTROL
 AA2342
 AA2342  ELLIP H (11/30/94)   78.58   (m)                       GP(       ) 4 1
 AA2342  NGVD 29 (11/30/94)  105.5    (m)          346.     (f) GPS OBS        
 AA2342
 AA2342.Superseded values are not recommended for survey control.
 AA2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2342.See file dsdata.txt to determine how the superseded data were derived.
 AA2342
 AA2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3852202274(NAD 83)
 AA2342_MARKER: DD = SURVEY DISK
 AA2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2342_SP_SET: CONCRETE POST
 AA2342_STAMPING: 7-25 1992
 AA2342_MARK LOGO: ALHD  
 AA2342_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2342+STABILITY: SURFACE MOTION
 AA2342_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2342+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2342
 AA2342  HISTORY     - Date     Condition        Report By
 AA2342  HISTORY     - 1992     MONUMENTED       ALHD
 AA2342
 AA2342                          STATION DESCRIPTION
 AA2342
 AA2342'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2342'THE STATION IS LOCATED IN BUTLER COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2342'BUTLER COUNTY ROAD NO. 18, ABOUT 8.65 MI (13.92 KM) EAST-NORTHEAST OF
 AA2342'GEORGIANA AND ABOUT 10.55 MI (16.98 KM) NORTHEAST OF MCKENZIE. TO
 AA2342'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 106 (MILE POST
 AA2342'12.75 ON ALA 106 AND MILE POST 123.25 ON U.S. 31) IN GEORGIANA, DRIVE
 AA2342'EAST ON ALA 106 FOR 8.00 MI (12.87 KM) TO MILE POST 20.75 AND BUTLER
 AA2342'COUNTY ROAD NO. 45 LEFT AND RIGHT, TURN LEFT ON BUTLER COUNTY ROAD NO.
 AA2342'45 AND DRIVE NORTH FOR 1.30 MI (2.09 KM) TO BUTLER COUNTY ROAD NO. 18
 AA2342'ON THE RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD NO. 18 AND DRIVE EAST
 AA2342'FOR 0.40 MI (0.64 KM) TO THE STATION ON THE LEFT. THE STATION IS 3.3
 AA2342'FT (1.0 M) SOUTH OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA2342'FOUR BY FOUR-INCH WOOD POSTS, 36.8 FT (11.2 M) NORTH OF THE CENTERLINE
 AA2342'OF BUTLER COUNTY ROAD NO. 18, 60.6 FT (18.5 M) EAST OF THE EAST NINE
 AA2342'BY SEVEN-INCH WOOD POST OF A PIPE GATE, 77.0 FT (23.5 M) WEST OF POWER
 AA2342'POLE NO. 113, 86.6 FT (26.4 M) NORTHWEST OF TELEPHONE CABLE PEDESTAL
 AA2342'NO. 10 ACROSS THE ROAD, 90.9 FT (27.7 M) WEST OF A NINE BY SEVEN-INCH
 AA2342'WOOD POST IN THE FENCE LINE, 3.2 FT (1.0 M) SOUTH OF A CARSONITE
 AA2342'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-26 1992 MAY BE
 AA2342'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2343 ***********************************************************************
 AA2343  DESIGNATION -  7 26
 AA2343  PID         -  AA2343
 AA2343  STATE/COUNTY-  AL/BUTLER
 AA2343  USGS QUAD   -  PIGEON CREEK (1971)
 AA2343
 AA2343                         *CURRENT SURVEY CONTROL
 AA2343  ___________________________________________________________________
 AA2343* NAD 83(1992)-  31 39 18.16796(N)    086 35 04.99789(W)     ADJUSTED  
 AA2343* NAVD 88     -        90.1    (meters)     296.     (feet)  VERTCON   
 AA2343  ___________________________________________________________________
 AA2343  X           -     323,734.175 (meters)                     COMP
 AA2343  Y           -  -5,424,632.020 (meters)                     COMP
 AA2343  Z           -   3,327,966.108 (meters)                     COMP
 AA2343  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 AA2343  ELLIP HEIGHT-          63.09  (meters)          (07/29/02) GPS OBS
 AA2343  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 AA2343
 AA2343  HORZ ORDER  -  FIRST
 AA2343  ELLP ORDER  -  FOURTH    CLASS I
 AA2343
 AA2343.The horizontal coordinates were established by GPS observations
 AA2343.and adjusted by the National Geodetic Survey in November 1994..
 AA2343
 AA2343.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2343.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2343
 AA2343.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2343
 AA2343.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2343
 AA2343.The ellipsoidal height was determined by GPS observations
 AA2343.and is referenced to NAD 83.
 AA2343
 AA2343.The geoid height was determined by GEOID03.
 AA2343
 AA2343;                    North         East     Units Scale Factor Converg.
 AA2343;SPC AL W     -   183,840.956   686,805.644   MT  1.00002624   +0 28 49.3
 AA2343;UTM  16      - 3,502,276.137   539,371.561   MT  0.99961912   +0 13 04.6
 AA2343
 AA2343!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2343!SPC AL W     -   0.99999009  x   1.00002624  =   1.00001633
 AA2343!UTM  16      -   0.99999009  x   0.99961912  =   0.99960922
 AA2343
 AA2343                          SUPERSEDED SURVEY CONTROL
 AA2343
 AA2343  ELLIP H (11/30/94)   63.14   (m)                       GP(       ) 4 1
 AA2343  NGVD 29 (11/30/94)   90.1    (m)          296.     (f) GPS OBS        
 AA2343
 AA2343.Superseded values are not recommended for survey control.
 AA2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2343.See file dsdata.txt to determine how the superseded data were derived.
 AA2343
 AA2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3937202276(NAD 83)
 AA2343_MARKER: DD = SURVEY DISK
 AA2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2343_SP_SET: CONCRETE POST
 AA2343_STAMPING: 7-26 1992
 AA2343_MARK LOGO: ALHD  
 AA2343_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2343+STABILITY: SURFACE MOTION
 AA2343_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2343+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2343
 AA2343  HISTORY     - Date     Condition        Report By
 AA2343  HISTORY     - 1992     MONUMENTED       ALHD
 AA2343
 AA2343                          STATION DESCRIPTION
 AA2343
 AA2343'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2343'THE STATION IS LOCATED IN BUTLER COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2343'BUTLER COUNTY ROAD NO. 18, ABOUT 9.15 MI (14.73 KM) EAST-NORTHEAST OF
 AA2343'GEORGIANA AND ABOUT 10.90 MI (17.54 KM) NORTHEAST OF MCKENZIE. TO
 AA2343'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 106 (MILE POST
 AA2343'12.75 ON ALA 106 AND MILE POST 123.25 ON U.S. 31) IN GEORGIANA, DRIVE
 AA2343'EAST ON ALA 106 FOR 8.00 MI (12.87 KM) TO MILE POST 20.75 AND BUTLER
 AA2343'COUNTY ROAD NO. 45 LEFT AND RIGHT, TURN LEFT ON BUTLER COUNTY ROAD NO.
 AA2343'45 AND DRIVE NORTH FOR 1.30 MI (2.09 KM) TO BUTLER COUNTY ROAD NO. 18
 AA2343'ON THE RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD NO. 18 AND DRIVE EAST
 AA2343'FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.8
 AA2343'FT (0.9 M) SOUTH OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA2343'FOUR BY FOUR-INCH WOOD POSTS, 37.7 FT (11.5 M) NORTH OF THE CENTERLINE
 AA2343'OF BUTLER COUNTY ROAD NO. 18, 51.5 FT (15.7 M) EAST OF CONCRETE RIGHT
 AA2343'OF WAY MARKER PC 48 + 63.6 1966, 53.4 FT (16.3 M) EAST OF TRANSFORMER
 AA2343'POWER POLE NO. 1 110, 107.7 FT (32.8 M) NORTHEAST OF TELEPHONE CABLE
 AA2343'PEDESTAL NO. 24 ACROSS THE ROAD, 2.8 FT (0.9 M) SOUTH OF A CARSONITE
 AA2343'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-25 1992 MAY BE
 AA2343'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2344 ***********************************************************************
 AA2344  DESIGNATION -  7 27
 AA2344  PID         -  AA2344
 AA2344  STATE/COUNTY-  AL/BUTLER
 AA2344  USGS QUAD   -  FOREST HOME (1981)
 AA2344
 AA2344                         *CURRENT SURVEY CONTROL
 AA2344  ___________________________________________________________________
 AA2344* NAD 83(1992)-  31 45 18.44844(N)    086 49 42.85550(W)     ADJUSTED  
 AA2344* NAVD 88     -       120.0    (meters)     394.     (feet)  VERTCON   
 AA2344  ___________________________________________________________________
 AA2344  X           -     300,322.960 (meters)                     COMP
 AA2344  Y           -  -5,420,162.641 (meters)                     COMP
 AA2344  Z           -   3,337,422.446 (meters)                     COMP
 AA2344  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AA2344  ELLIP HEIGHT-          92.50  (meters)          (07/29/02) GPS OBS
 AA2344  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AA2344
 AA2344  HORZ ORDER  -  FIRST
 AA2344  ELLP ORDER  -  FOURTH    CLASS I
 AA2344
 AA2344.The horizontal coordinates were established by GPS observations
 AA2344.and adjusted by the National Geodetic Survey in November 1994..
 AA2344
 AA2344.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2344.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2344
 AA2344.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2344
 AA2344.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2344
 AA2344.The ellipsoidal height was determined by GPS observations
 AA2344.and is referenced to NAD 83.
 AA2344
 AA2344.The geoid height was determined by GEOID03.
 AA2344
 AA2344;                    North         East     Units Scale Factor Converg.
 AA2344;SPC AL W     -   194,769.292   663,609.893   MT  0.99998322   +0 21 12.2
 AA2344;UTM  16      - 3,513,306.405   516,235.286   MT  0.99960325   +0 05 24.8
 AA2344
 AA2344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2344!SPC AL W     -   0.99998548  x   0.99998322  =   0.99996870
 AA2344!UTM  16      -   0.99998548  x   0.99960325  =   0.99958873
 AA2344
 AA2344:                Primary Azimuth Mark                     Grid Az
 AA2344:SPC AL W     -  7 28                                     016 04 27.1
 AA2344:UTM  16      -  7 28                                     016 20 14.5
 AA2344
 AA2344|---------------------------------------------------------------------|
 AA2344| PID    Reference Object                     Distance      Geod. Az  |
 AA2344|                                                           dddmmss.s |
 AA2344| AA2345 7 28                                460.025 METERS 0162539.3 |
 AA2344|---------------------------------------------------------------------|
 AA2344
 AA2344                          SUPERSEDED SURVEY CONTROL
 AA2344
 AA2344  ELLIP H (11/30/94)   92.56   (m)                       GP(       ) 4 1
 AA2344  NGVD 29 (11/30/94)  119.9    (m)          393.     (f) GPS OBS        
 AA2344
 AA2344.Superseded values are not recommended for survey control.
 AA2344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2344.See file dsdata.txt to determine how the superseded data were derived.
 AA2344
 AA2344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1623513306(NAD 83)
 AA2344_MARKER: DD = SURVEY DISK
 AA2344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2344_SP_SET: CONCRETE POST
 AA2344_STAMPING: 7-27 1992
 AA2344_MARK LOGO: ALHD  
 AA2344_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2344+STABILITY: SURFACE MOTION
 AA2344_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2344+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2344
 AA2344  HISTORY     - Date     Condition        Report By
 AA2344  HISTORY     - 1992     MONUMENTED       ALHD
 AA2344
 AA2344                          STATION DESCRIPTION
 AA2344
 AA2344'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2344'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2344'BUTLER COUNTY ROAD NO. 15, ABOUT 9.60 MI (15.45 KM) NORTHWEST OF
 AA2344'GEORGIANA AND ABOUT 13.30 MI (21.40 KM) SOUTHWEST OF GREENVILLE. TO
 AA2344'REACH THE STATION FROM EXIT 128 ON I-65 (MILE POST 133.65 ON ALA 10)
 AA2344'IN GREENVILLE, DRIVE WEST ON ALA 10 FOR 5.25 MI (8.45 KM) TO MILE POST
 AA2344'128.40 AND BUTLER COUNTY ROAD NO. 38 LEFT AND RIGHT, TURN LEFT ON
 AA2344'BUTLER COUNTY ROAD NO. 38 AND DRIVE SOUTHWEST FOR 4.95 MI (7.97 KM) TO
 AA2344'A Y-INTERSECTION WITH BUTLER COUNTY ROAD NO. 38 ON THE RIGHT AND
 AA2344'BUTLER COUNTY ROAD NO. 15 ON THE LEFT, BEAR LEFT ON BUTLER COUNTY ROAD
 AA2344'NO. 15 AND DRIVE SOUTH AND SOUTHWEST FOR 2.35 MI (3.78 KM) TO THE
 AA2344'STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A
 AA2344'TWO STRAND ELECTRIC FENCE ON WOOD, STEEL, AND PLASTIC POSTS, 26.5 FT
 AA2344'(8.1 M) EAST-NORTHEAST OF THE CENTERLINE OF BUTLER COUNTY ROAD NO. 15,
 AA2344'96.0 FT (29.3 M) SOUTHEAST OF A JUNCTION TRANSFORMER POWER POLE ACROSS
 AA2344'THE ROAD, 109.6 FT (33.4 M) SOUTH-SOUTHEAST OF A POWER LINE GUY POLE,
 AA2344'3.3 FT (1.0 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA2344'THE GROUND. STATION 7-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2344'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2345 ***********************************************************************
 AA2345  DESIGNATION -  7 28
 AA2345  PID         -  AA2345
 AA2345  STATE/COUNTY-  AL/BUTLER
 AA2345  USGS QUAD   -  FOREST HOME (1981)
 AA2345
 AA2345                         *CURRENT SURVEY CONTROL
 AA2345  ___________________________________________________________________
 AA2345* NAD 83(1992)-  31 45 32.77426(N)    086 49 37.91196(W)     ADJUSTED  
 AA2345* NAVD 88     -       127.4    (meters)     418.     (feet)  VERTCON   
 AA2345  ___________________________________________________________________
 AA2345  X           -     300,440.360 (meters)                     COMP
 AA2345  Y           -  -5,419,929.857 (meters)                     COMP
 AA2345  Z           -   3,337,801.542 (meters)                     COMP
 AA2345  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 AA2345  ELLIP HEIGHT-          99.92  (meters)          (07/29/02) GPS OBS
 AA2345  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AA2345
 AA2345  HORZ ORDER  -  FIRST
 AA2345  ELLP ORDER  -  FOURTH    CLASS I
 AA2345
 AA2345.The horizontal coordinates were established by GPS observations
 AA2345.and adjusted by the National Geodetic Survey in November 1994..
 AA2345
 AA2345.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2345.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2345
 AA2345.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2345
 AA2345.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2345
 AA2345.The ellipsoidal height was determined by GPS observations
 AA2345.and is referenced to NAD 83.
 AA2345
 AA2345.The geoid height was determined by GEOID03.
 AA2345
 AA2345;                    North         East     Units Scale Factor Converg.
 AA2345;SPC AL W     -   195,211.325   663,737.263   MT  0.99998342   +0 21 14.9
 AA2345;UTM  16      - 3,513,747.681   516,364.636   MT  0.99960330   +0 05 27.4
 AA2345
 AA2345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2345!SPC AL W     -   0.99998431  x   0.99998342  =   0.99996773
 AA2345!UTM  16      -   0.99998431  x   0.99960330  =   0.99958762
 AA2345
 AA2345:                Primary Azimuth Mark                     Grid Az
 AA2345:SPC AL W     -  7 27                                     196 04 27.0
 AA2345:UTM  16      -  7 27                                     196 20 14.5
 AA2345
 AA2345|---------------------------------------------------------------------|
 AA2345| PID    Reference Object                     Distance      Geod. Az  |
 AA2345|                                                           dddmmss.s |
 AA2345| AA2344 7 27                                460.025 METERS 1962541.9 |
 AA2345|---------------------------------------------------------------------|
 AA2345
 AA2345                          SUPERSEDED SURVEY CONTROL
 AA2345
 AA2345  ELLIP H (11/30/94)   99.98   (m)                       GP(       ) 4 1
 AA2345  NGVD 29 (11/30/94)  127.4    (m)          418.     (f) GPS OBS        
 AA2345
 AA2345.Superseded values are not recommended for survey control.
 AA2345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2345.See file dsdata.txt to determine how the superseded data were derived.
 AA2345
 AA2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1636513748(NAD 83)
 AA2345_MARKER: DD = SURVEY DISK
 AA2345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2345_SP_SET: CONCRETE POST
 AA2345_STAMPING: 7-28 1992
 AA2345_MARK LOGO: ALHD  
 AA2345_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2345+STABILITY: SURFACE MOTION
 AA2345_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2345+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2345
 AA2345  HISTORY     - Date     Condition        Report By
 AA2345  HISTORY     - 1992     MONUMENTED       ALHD
 AA2345
 AA2345                          STATION DESCRIPTION
 AA2345
 AA2345'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2345'THE STATION IS LOCATED IN BUTLER COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2345'OF BUTLER COUNTY ROAD NO. 15, ABOUT 9.80 MI (15.77 KM) NORTHWEST OF
 AA2345'GEORGIANA AND ABOUT 13.20 MI (21.24 KM) SOUTHWEST OF GREENVILLE. TO
 AA2345'REACH THE STATION FROM EXIT 128 ON I-65 (MILE POST 133.65 ON ALA 10)
 AA2345'IN GREENVILLE, DRIVE WEST ON ALA 10 FOR 5.25 MI (8.45 KM) TO MILE POST
 AA2345'128.40 AND BUTLER COUNTY ROAD NO. 38 LEFT AND RIGHT, TURN LEFT ON
 AA2345'BUTLER COUNTY ROAD NO. 38 AND DRIVE SOUTHWEST FOR 4.95 MI (7.97 KM) TO
 AA2345'A Y-INTERSECTION WITH BUTLER COUNTY ROAD NO. 38 ON THE RIGHT AND
 AA2345'BUTLER COUNTY ROAD NO. 15 ON THE LEFT, BEAR LEFT ON BUTLER COUNTY ROAD
 AA2345'NO. 15 AND DRIVE SOUTH AND SOUTHWEST FOR 2.05 MI (3.30 KM) TO THE
 AA2345'STATION ON THE LEFT. THE STATION IS 28.8 FT (8.8 M) EAST-NORTHEAST OF
 AA2345'A BUTLER COUNTY 13 DIRECTIONAL SIGN, 41.0 FT (12.5 M) SOUTHEAST OF THE
 AA2345'CENTERLINE OF BUTLER COUNTY ROAD NO. 15, 65.3 FT (19.9 M)
 AA2345'SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION OF BUTLER COUNTY
 AA2345'ROAD NO. 13 AND BUTLER COUNTY ROAD NO. 15, 74.5 FT (22.7 M)
 AA2345'EAST-NORTHEAST OF A BUTLER COUNTY 15 SIGN ACROSS THE ROAD, 78.0 FT
 AA2345'(23.8 M) SOUTHWEST OF THE CENTER OF A FIELD ROAD, 122.0 FT (37.2 M)
 AA2345'SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 117, 122.3 FT (37.3 M)
 AA2345'SOUTHWEST OF A JUNCTION TRANSFORMER POWER POLE, 127.0 FT (38.7 M)
 AA2345'SOUTH OF A TWELVE-INCH FENCE CORNER POST ACROSS THE INTERSECTION,
 AA2345'133.6 FT (40.7 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 1 ACROSS THE
 AA2345'INTERSECTION, 1.8 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST,
 AA2345'AND SET FLUSH WITH THE GROUND. STATION 7-27 1992 MAY BE USED AS AN
 AA2345'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2346 ***********************************************************************
 AA2346  DESIGNATION -  7 29
 AA2346  PID         -  AA2346
 AA2346  STATE/COUNTY-  AL/BUTLER
 AA2346  USGS QUAD   -  GREENVILLE WEST (1986)
 AA2346
 AA2346                         *CURRENT SURVEY CONTROL
 AA2346  ___________________________________________________________________
 AA2346* NAD 83(1992)-  31 45 48.27688(N)    086 44 12.36832(W)     ADJUSTED  
 AA2346* NAVD 88     -       107.6    (meters)     353.     (feet)  VERTCON   
 AA2346  ___________________________________________________________________
 AA2346  X           -     308,978.889 (meters)                     COMP
 AA2346  Y           -  -5,419,181.275 (meters)                     COMP
 AA2346  Z           -   3,338,197.171 (meters)                     COMP
 AA2346  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AA2346  ELLIP HEIGHT-          80.23  (meters)          (07/29/02) GPS OBS
 AA2346  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 AA2346
 AA2346  HORZ ORDER  -  FIRST
 AA2346  ELLP ORDER  -  FOURTH    CLASS I
 AA2346
 AA2346.The horizontal coordinates were established by GPS observations
 AA2346.and adjusted by the National Geodetic Survey in November 1994..
 AA2346
 AA2346.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2346.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2346
 AA2346.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2346
 AA2346.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2346
 AA2346.The ellipsoidal height was determined by GPS observations
 AA2346.and is referenced to NAD 83.
 AA2346
 AA2346.The geoid height was determined by GEOID03.
 AA2346
 AA2346;                    North         East     Units Scale Factor Converg.
 AA2346;SPC AL W     -   195,745.315   672,300.812   MT  0.99999778   +0 24 06.5
 AA2346;UTM  16      - 3,514,242.136   524,927.249   MT  0.99960766   +0 08 18.8
 AA2346
 AA2346!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2346!SPC AL W     -   0.99998740  x   0.99999778  =   0.99998518
 AA2346!UTM  16      -   0.99998740  x   0.99960766  =   0.99959507
 AA2346
 AA2346                          SUPERSEDED SURVEY CONTROL
 AA2346
 AA2346  ELLIP H (11/30/94)   80.29   (m)                       GP(       ) 4 1
 AA2346  NGVD 29 (11/30/94)  107.6    (m)          353.     (f) GPS OBS        
 AA2346
 AA2346.Superseded values are not recommended for survey control.
 AA2346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2346.See file dsdata.txt to determine how the superseded data were derived.
 AA2346
 AA2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2492714242(NAD 83)
 AA2346_MARKER: DD = SURVEY DISK
 AA2346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2346_SP_SET: CONCRETE POST
 AA2346_STAMPING: 7-29 1992
 AA2346_MARK LOGO: ALHD  
 AA2346_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2346+STABILITY: SURFACE MOTION
 AA2346_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2346+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2346
 AA2346  HISTORY     - Date     Condition        Report By
 AA2346  HISTORY     - 1992     MONUMENTED       ALHD
 AA2346
 AA2346                          STATION DESCRIPTION
 AA2346
 AA2346'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2346'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2346'BUTLER COUNTY ROAD NO. 25, ABOUT 8.25 MI (13.28 KM) SOUTHWEST OF
 AA2346'GREENVILLE AND ABOUT 8.65 MI (13.92 KM) NORTH OF GEORGIANA. TO REACH
 AA2346'THE STATION FROM EXIT 128 ON I-65 (MILE POST 133.65 ON ALA 10) IN
 AA2346'GREENVILLE, DRIVE WEST ON ALA 10 FOR 1.75 MI (2.82 KM) TO MILE POST
 AA2346'131.90 AND BUTLER COUNTY ROAD NO. 25 ON THE LEFT, TURN LEFT ON BUTLER
 AA2346'COUNTY ROAD NO. 25 AND DRIVE SOUTHWEST AND SOUTH FOR 5.70 MI (9.17 KM)
 AA2346'TO THE STATION ON THE LEFT. THE STATION IS 44.9 FT (13.7 M) EAST OF
 AA2346'THE CENTERLINE OF BUTLER COUNTY ROAD NO. 25, 86.7 FT (26.4 M)
 AA2346'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A THREE CAR CARPORT, 88.0 FT
 AA2346'(26.8 M) NORTH-NORTHEAST OF THE NORTH END OF AN EIGHTEEN-INCH CONCRETE
 AA2346'PIPE UNDER A GRAVEL DRIVEWAY, 95.5 FT (29.1 M) SOUTH-SOUTHEAST OF THE
 AA2346'SOUTH END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A GRAVEL DRIVEWAY,
 AA2346'99.0 FT (30.2 M) NORTH OF THE CENTER OF A GRAVEL DRIVEWAY, 101.0 FT
 AA2346'(30.8 M) SOUTHWEST OF THE NORTHWEST CORNER OF A THREE CAR CARPORT,
 AA2346'105.3 FT (32.1 M) NORTHWEST OF THE NORTHWEST CORNER OF THE CARPORT OF
 AA2346'A BRICK HOUSE, 107.0 FT (32.6 M) SOUTH OF THE CENTER OF A GRAVEL
 AA2346'DRIVEWAY, 119.8 FT (36.5 M) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF
 AA2346'A WHITE FRAME HOUSE, 121.0 FT (36.9 M) NORTHWEST OF THE NORTHWEST
 AA2346'CORNER OF A BRICK HOUSE, AND SET FLUSH WITH THE GROUND. STATION 7-30
 AA2346'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2024 ***********************************************************************
 BU2024  DESIGNATION -  7 3
 BU2024  PID         -  BU2024
 BU2024  STATE/COUNTY-  AL/BUTLER
 BU2024  USGS QUAD   -  GARLAND (1986)
 BU2024
 BU2024                         *CURRENT SURVEY CONTROL
 BU2024  ___________________________________________________________________
 BU2024* NAD 83(1992)-  31 34 51.61717(N)    086 51 02.32013(W)     ADJUSTED  
 BU2024* NAVD 88     -        94.4    (meters)     310.     (feet)  VERTCON   
 BU2024  ___________________________________________________________________
 BU2024  X           -     298,790.458 (meters)                     COMP
 BU2024  Y           -  -5,430,376.945 (meters)                     COMP
 BU2024  Z           -   3,320,976.928 (meters)                     COMP
 BU2024  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 BU2024  ELLIP HEIGHT-          66.95  (meters)          (07/29/02) GPS OBS
 BU2024  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BU2024
 BU2024  HORZ ORDER  -  FIRST
 BU2024  ELLP ORDER  -  FOURTH    CLASS I
 BU2024
 BU2024.The horizontal coordinates were established by GPS observations
 BU2024.and adjusted by the National Geodetic Survey in December 1992..
 BU2024
 BU2024.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2024.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2024
 BU2024.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2024
 BU2024.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2024
 BU2024.The ellipsoidal height was determined by GPS observations
 BU2024.and is referenced to NAD 83.
 BU2024
 BU2024.The geoid height was determined by GEOID03.
 BU2024
 BU2024;                    North         East     Units Scale Factor Converg.
 BU2024;SPC AL W     -   175,450.752   661,633.525   MT  0.99998017   +0 20 24.3
 BU2024;UTM  16      - 3,494,004.438   514,171.210   MT  0.99960248   +0 04 41.6
 BU2024
 BU2024!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2024!SPC AL W     -   0.99998949  x   0.99998017  =   0.99996966
 BU2024!UTM  16      -   0.99998949  x   0.99960248  =   0.99959197
 BU2024
 BU2024:                Primary Azimuth Mark                     Grid Az
 BU2024:SPC AL W     -  7 4                                      131 33 05.6
 BU2024:UTM  16      -  7 4                                      131 48 48.3
 BU2024
 BU2024|---------------------------------------------------------------------|
 BU2024| PID    Reference Object                     Distance      Geod. Az  |
 BU2024|                                                           dddmmss.s |
 BU2024| BU2025 7 4                                 442.821 METERS 1315329.9 |
 BU2024|---------------------------------------------------------------------|
 BU2024
 BU2024                          SUPERSEDED SURVEY CONTROL
 BU2024
 BU2024  ELLIP H (12/04/92)   67.01   (m)                       GP(       ) 4 1
 BU2024  NAD 83(1986)-  31 34 51.62906(N)    086 51 02.32036(W) AD(       ) 1
 BU2024  NGVD 29 (12/04/92)   94.4    (m)          310.     (f) GPS OBS        
 BU2024
 BU2024.Superseded values are not recommended for survey control.
 BU2024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2024.See file dsdata.txt to determine how the superseded data were derived.
 BU2024
 BU2024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1417194004(NAD 83)
 BU2024_MARKER: DD = SURVEY DISK
 BU2024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2024_SP_SET: CONCRETE POST
 BU2024_STAMPING: 7-3 1989
 BU2024_MARK LOGO: ALHD  
 BU2024_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2024+STABILITY: SURFACE MOTION
 BU2024_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2024+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2024
 BU2024  HISTORY     - Date     Condition        Report By
 BU2024  HISTORY     - 1989     MONUMENTED       ALHD
 BU2024  HISTORY     - 19910820 GOOD             ALHD
 BU2024  HISTORY     - 19920402 GOOD
 BU2024  HISTORY     - 19930608 GOOD             ALHD
 BU2024
 BU2024                          STATION DESCRIPTION
 BU2024
 BU2024'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2024'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF BUTLER COUNTY ROAD
 BU2024'NO. 7, ABOUT 12.23 KM (7.60 MI) SOUTHWEST OF GEORGIANA AND ABOUT 13.36
 BU2024'KM (8.30 MI) WEST-NORTHWEST OF MCKENZIE.  PLEASE NOTIFY MRS. OUIDA
 BU2024'REID, ROUTE 2, BOX 107, MCKENZIE, AL 36456 BEFORE USING THE STATION.
 BU2024'TELEPHONE (205)-376-9373.
 BU2024'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE BUTLER
 BU2024'COUNTY ROAD NO. 7 OVERPASS AT EXIT 107 ON I-65, DRIVE WEST ON BUTLER
 BU2024'COUNTY ROAD NO. 7 FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT.
 BU2024'THE STATION IS SET ABOUT 4-INCHES BELOW THE SURFACE AND IS 8.96 M
 BU2024'(29.4 FT) NORTHEAST OF THE CENTER LINE OF BUTLER COUNTY ROAD NO.7,
 BU2024'13.56 M (44.5 FT) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 1.13 M
 BU2024'(3.7 FT) SOUTHEAST OF THE SOUTHEAST END OF A WROUGHT IRON MAIL BOX
 BU2024'STAND, 24.35 M (79.9 FT) SOUTH OF THE SOUTHWEST CORNER OF AN OLD STORE
 BU2024'BUILDING, 24.02 M (78.8 FT) SOUTHWEST OF THE SOUTHEAST CORNER OF AN
 BU2024'OLD STORE BUILDING, AND 0.40 M (1.3 FT) SOUTHWEST OF A CARSONITE
 BU2024'WITNESS POST.
 BU2024'STATION 7-4 CAN BE USED AS AN AZIMUTH.
 BU2024
 BU2024                          STATION RECOVERY (1991)
 BU2024
 BU2024'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2024'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF BUTLER COUNTY ROAD
 BU2024'NO. 7, ABOUT 12.23 KM (7.60 MI) SOUTHWEST OF GEORGIANA AND ABOUT
 BU2024'13.36 KM (8.30 MI) WEST-NORTHWEST OF MCKENZIE.  PLEASE NOTIFY MRS.
 BU2024'OUIDA REID, ROUTE 2, BOX 107, MCKENZIE, AL 36456 BEFORE USING THE
 BU2024'STATION.  TELEPHONE (205)-376-9373.
 BU2024'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE BUTLER
 BU2024'COUNTY ROAD NO. 7 OVERPASS AT EXIT 107 ON I-65, DRIVE WEST ON BUTLER
 BU2024'COUNTY ROAD NO. 7 FOR 0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT.
 BU2024'THE STATION IS SET ABOUT 4-INCHES BELOW THE SURFACE AND IS 8.96 M
 BU2024'(29.40 FT) NORTHEAST OF THE CENTER LINE OF BUTLER COUNTY ROAD NO.7,
 BU2024'13.56 M (44.49 FT) SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 1.13
 BU2024'M (3.71 FT) SOUTHEAST OF THE SOUTHEAST END OF A WROUGHT IRON MAIL BOX
 BU2024'STAND, 24.35 M (79.89 FT) SOUTH OF THE SOUTHWEST CORNER OF AN OLD
 BU2024'STORE BUILDING, 24.02 M (78.81 FT) SOUTHWEST OF THE SOUTHEAST CORNER
 BU2024'OF AN OLD STORE BUILDING, AND 0.40 M (1.31 FT) SOUTHWEST OF A
 BU2024'CARSONITE WITNESS POST.
 BU2024'STATION 7-4 CAN BE USED AS AN AZIMUTH.
 BU2024
 BU2024                          STATION RECOVERY (1992)
 BU2024
 BU2024'RECOVERED 1992
 BU2024'RECOVERED IN GOOD CONDITION.
 BU2024
 BU2024                          STATION RECOVERY (1993)
 BU2024
 BU2024'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2347 ***********************************************************************
 AA2347  DESIGNATION -  7 30
 AA2347  PID         -  AA2347
 AA2347  STATE/COUNTY-  AL/BUTLER
 AA2347  USGS QUAD   -  GREENVILLE WEST (1986)
 AA2347
 AA2347                         *CURRENT SURVEY CONTROL
 AA2347  ___________________________________________________________________
 AA2347* NAD 83(1992)-  31 46 11.10800(N)    086 44 13.46474(W)     ADJUSTED  
 AA2347* NAVD 88     -       108.0    (meters)     354.     (feet)  VERTCON   
 AA2347  ___________________________________________________________________
 AA2347  X           -     308,929.031 (meters)                     COMP
 AA2347  Y           -  -5,418,813.654 (meters)                     COMP
 AA2347  Z           -   3,338,795.273 (meters)                     COMP
 AA2347  LAPLACE CORR-           1.51  (seconds)                    DEFLEC99
 AA2347  ELLIP HEIGHT-          80.65  (meters)          (07/29/02) GPS OBS
 AA2347  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 AA2347
 AA2347  HORZ ORDER  -  FIRST
 AA2347  ELLP ORDER  -  FOURTH    CLASS I
 AA2347
 AA2347.The horizontal coordinates were established by GPS observations
 AA2347.and adjusted by the National Geodetic Survey in November 1994..
 AA2347
 AA2347.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2347.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2347
 AA2347.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2347
 AA2347.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2347
 AA2347.The ellipsoidal height was determined by GPS observations
 AA2347.and is referenced to NAD 83.
 AA2347
 AA2347.The geoid height was determined by GEOID03.
 AA2347
 AA2347;                    North         East     Units Scale Factor Converg.
 AA2347;SPC AL W     -   196,448.310   672,267.031   MT  0.99999772   +0 24 06.1
 AA2347;UTM  16      - 3,514,945.004   524,896.709   MT  0.99960764   +0 08 18.4
 AA2347
 AA2347!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2347!SPC AL W     -   0.99998734  x   0.99999772  =   0.99998506
 AA2347!UTM  16      -   0.99998734  x   0.99960764  =   0.99959498
 AA2347
 AA2347                          SUPERSEDED SURVEY CONTROL
 AA2347
 AA2347  ELLIP H (11/30/94)   80.71   (m)                       GP(       ) 4 1
 AA2347  NGVD 29 (11/30/94)  108.0    (m)          354.     (f) GPS OBS        
 AA2347
 AA2347.Superseded values are not recommended for survey control.
 AA2347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2347.See file dsdata.txt to determine how the superseded data were derived.
 AA2347
 AA2347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2489714945(NAD 83)
 AA2347_MARKER: DD = SURVEY DISK
 AA2347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2347_SP_SET: CONCRETE POST
 AA2347_STAMPING: 7-30 1992
 AA2347_MARK LOGO: ALHD  
 AA2347_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2347+STABILITY: SURFACE MOTION
 AA2347_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2347+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2347
 AA2347  HISTORY     - Date     Condition        Report By
 AA2347  HISTORY     - 1992     MONUMENTED       ALHD
 AA2347
 AA2347                          STATION DESCRIPTION
 AA2347
 AA2347'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2347'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2347'BUTLER COUNTY ROAD NO. 25, ABOUT 8.10 MI (13.04 KM) SOUTHWEST OF
 AA2347'GREENVILLE AND ABOUT 9.10 MI (14.64 KM) NORTH OF GEORGIANA. TO REACH
 AA2347'THE STATION FROM EXIT 128 ON I-65 (MILE POST 133.65 ON ALA 10) IN
 AA2347'GREENVILLE, DRIVE WEST ON ALA 10 FOR 1.75 MI (2.82 KM) TO MILE POST
 AA2347'131.90 AND BUTLER COUNTY ROAD NO. 25 ON THE LEFT, TURN LEFT ON BUTLER
 AA2347'COUNTY ROAD NO. 25 AND DRIVE SOUTHWEST AND SOUTH FOR 5.25 MI (8.45 KM)
 AA2347'TO THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) EAST OF A
 AA2347'HOG WIRE FENCE ON WOOD POSTS, 38.8 FT (11.8 M) WEST OF THE CENTERLINE
 AA2347'OF BUTLER COUNTY ROAD NO. 25, 46.0 FT (14.0 M) NORTH OF THE NORTH POST
 AA2347'OF A PIPE AND HOG WIRE GATE, 47.1 FT (14.4 M) NORTH OF CONCRETE RIGHT
 AA2347'OF WAY MARKER POT 269 + 00 1951, 85.0 FT (25.9 M) NORTHWEST OF A FIRE
 AA2347'HYDRANT ACROSS THE ROAD, 92.0 FT (28.0 M) SOUTH OF TELEPHONE CABLE
 AA2347'PEDESTAL NO. P 89 -02, 92.4 FT (28.2 M) WEST-NORTHWEST OF CONCRETE
 AA2347'RIGHT OF WAY MARKER POT 269 + 00 1951 ACROSS THE ROAD, 93.9 FT (28.6
 AA2347'M) WEST-NORTHWEST OF JUNCTION TRANSFORMER POWER POLE NO. 17 10 ACROSS
 AA2347'THE ROAD, 126.6 FT (38.6 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO
 AA2347'89 ACROSS THE ROAD, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST,
 AA2347'AND SET FLUSH WITH THE GROUND. STATION 7-29 1992 MAY BE USED AS AN
 AA2347'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2348 ***********************************************************************
 AA2348  DESIGNATION -  7 31
 AA2348  PID         -  AA2348
 AA2348  STATE/COUNTY-  AL/BUTLER
 AA2348  USGS QUAD   -  GEORGIANA EAST (1986)
 AA2348
 AA2348                         *CURRENT SURVEY CONTROL
 AA2348  ___________________________________________________________________
 AA2348* NAD 83(1992)-  31 43 18.88191(N)    086 40 45.66089(W)     ADJUSTED  
 AA2348* NAVD 88     -       109.7    (meters)     360.     (feet)  VERTCON   
 AA2348  ___________________________________________________________________
 AA2348  X           -     314,549.880 (meters)                     COMP
 AA2348  Y           -  -5,421,287.623 (meters)                     COMP
 AA2348  Z           -   3,334,285.121 (meters)                     COMP
 AA2348  LAPLACE CORR-           2.18  (seconds)                    DEFLEC99
 AA2348  ELLIP HEIGHT-          82.46  (meters)          (07/29/02) GPS OBS
 AA2348  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA2348
 AA2348  HORZ ORDER  -  FIRST
 AA2348  ELLP ORDER  -  FOURTH    CLASS I
 AA2348
 AA2348.The horizontal coordinates were established by GPS observations
 AA2348.and adjusted by the National Geodetic Survey in November 1994..
 AA2348
 AA2348.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2348.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2348
 AA2348.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2348
 AA2348.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2348
 AA2348.The ellipsoidal height was determined by GPS observations
 AA2348.and is referenced to NAD 83.
 AA2348
 AA2348.The geoid height was determined by GEOID03.
 AA2348
 AA2348;                    North         East     Units Scale Factor Converg.
 AA2348;SPC AL W     -   191,183.528   677,774.921   MT  1.00000791   +0 25 53.5
 AA2348;UTM  16      - 3,509,657.068   530,378.210   MT  0.99961138   +0 10 07.0
 AA2348
 AA2348!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2348!SPC AL W     -   0.99998705  x   1.00000791  =   0.99999496
 AA2348!UTM  16      -   0.99998705  x   0.99961138  =   0.99959844
 AA2348
 AA2348:                Primary Azimuth Mark                     Grid Az
 AA2348:SPC AL W     -  7 32                                     359 47 51.7
 AA2348:UTM  16      -  7 32                                     000 03 38.2
 AA2348
 AA2348|---------------------------------------------------------------------|
 AA2348| PID    Reference Object                     Distance      Geod. Az  |
 AA2348|                                                           dddmmss.s |
 AA2348| AA2349 7 32                                474.553 METERS 0001345.2 |
 AA2348|---------------------------------------------------------------------|
 AA2348
 AA2348                          SUPERSEDED SURVEY CONTROL
 AA2348
 AA2348  ELLIP H (11/30/94)   82.51   (m)                       GP(       ) 4 1
 AA2348  NGVD 29 (11/30/94)  109.7    (m)          360.     (f) GPS OBS        
 AA2348
 AA2348.Superseded values are not recommended for survey control.
 AA2348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2348.See file dsdata.txt to determine how the superseded data were derived.
 AA2348
 AA2348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3037809657(NAD 83)
 AA2348_MARKER: DD = SURVEY DISK
 AA2348_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2348_SP_SET: CONCRETE POST
 AA2348_STAMPING: 7-31 1992
 AA2348_MARK LOGO: ALHD  
 AA2348_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2348_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2348+STABILITY: SURFACE MOTION
 AA2348_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA2348+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 AA2348
 AA2348  HISTORY     - Date     Condition        Report By
 AA2348  HISTORY     - 1992     MONUMENTED       ALHD
 AA2348  HISTORY     - 20030710 GOOD             JCLS
 AA2348
 AA2348                          STATION DESCRIPTION
 AA2348
 AA2348'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2348'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2348'U.S. 31, ABOUT 6.80 MI (10.94 KM) NORTH-NORTHEAST OF GEORGIANA AND
 AA2348'ABOUT 8.15 MI (13.12 KM) SOUTH-SOUTHWEST OF GREENVILLE. TO REACH THE
 AA2348'STATION FROM THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST 139.30 ON
 AA2348'U.S. 31 AND MILE POST 137.95 ON ALA 10) AT A TRAFFIC LIGHT IN
 AA2348'GREENVILLE, DRIVE SOUTH ON U.S. 31 FOR 9.45 MI (15.21 KM) TO MILE POST
 AA2348'129.85, BUTLER COUNTY ROAD NO. 28 ON THE RIGHT, AND THE STATION ON THE
 AA2348'LEFT. THE STATION IS 38.8 FT (11.8 M) SOUTHEAST OF A U.S. 31 NORTH
 AA2348'SIGN, 54.5 FT (16.6 M) EAST OF THE CENTERLINE OF U.S. 31, 82.0 FT
 AA2348'(25.0 M) NORTH OF ANGLE POWER POLE NO. 638 WITH TWO GUY WIRES, 82.2 FT
 AA2348'(25.1 M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 1, 87.2 FT (26.6 M)
 AA2348'EAST-NORTHEAST OF A BUTLER COUNTY 28 DIRECTIONAL SIGN, 89.0 FT (27.1
 AA2348'M) NORTH-NORTHWEST OF A STOP SIGN, 104.0 FT (31.7 M) NORTH OF THE
 AA2348'CENTER OF A GRAVEL ROAD LEADING EAST, 127.7 FT (38.9 M) NORTHEAST OF
 AA2348'THE CENTER OF THE INTERSECTION OF U.S. 31 AND BUTLER COUNTY ROAD NO.
 AA2348'28, 2.7 FT (0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2348'WITH THE GROUND. STATION 7-32 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2348'STATION.
 AA2348
 AA2348                          STATION RECOVERY (2003)
 AA2348
 AA2348'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA2348'PINE FOREST HAS OVERGROWN THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2349 ***********************************************************************
 AA2349  DESIGNATION -  7 32
 AA2349  PID         -  AA2349
 AA2349  STATE/COUNTY-  AL/BUTLER
 AA2349  USGS QUAD   -  GEORGIANA EAST (1986)
 AA2349
 AA2349                         *CURRENT SURVEY CONTROL
 AA2349  ___________________________________________________________________
 AA2349* NAD 83(1992)-  31 43 34.28909(N)    086 40 45.58877(W)     ADJUSTED  
 AA2349* NAVD 88     -       114.4    (meters)     375.     (feet)  VERTCON   
 AA2349  ___________________________________________________________________
 AA2349  X           -     314,537.550 (meters)                     COMP
 AA2349  Y           -  -5,421,042.345 (meters)                     COMP
 AA2349  Z           -   3,334,691.219 (meters)                     COMP
 AA2349  LAPLACE CORR-           2.16  (seconds)                    DEFLEC99
 AA2349  ELLIP HEIGHT-          87.11  (meters)          (07/29/02) GPS OBS
 AA2349  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 AA2349
 AA2349  HORZ ORDER  -  FIRST
 AA2349  ELLP ORDER  -  FOURTH    CLASS I
 AA2349
 AA2349.The horizontal coordinates were established by GPS observations
 AA2349.and adjusted by the National Geodetic Survey in November 1994..
 AA2349
 AA2349.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2349.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2349
 AA2349.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2349
 AA2349.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2349
 AA2349.The ellipsoidal height was determined by GPS observations
 AA2349.and is referenced to NAD 83.
 AA2349
 AA2349.The geoid height was determined by GEOID03.
 AA2349
 AA2349;                    North         East     Units Scale Factor Converg.
 AA2349;SPC AL W     -   191,658.083   677,773.245   MT  1.00000791   +0 25 53.7
 AA2349;UTM  16      - 3,510,131.436   530,378.712   MT  0.99961138   +0 10 07.1
 AA2349
 AA2349!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2349!SPC AL W     -   0.99998632  x   1.00000791  =   0.99999423
 AA2349!UTM  16      -   0.99998632  x   0.99961138  =   0.99959771
 AA2349
 AA2349:                Primary Azimuth Mark                     Grid Az
 AA2349:SPC AL W     -  7 31                                     179 47 51.6
 AA2349:UTM  16      -  7 31                                     180 03 38.2
 AA2349
 AA2349|---------------------------------------------------------------------|
 AA2349| PID    Reference Object                     Distance      Geod. Az  |
 AA2349|                                                           dddmmss.s |
 AA2349| AA2348 7 31                                474.553 METERS 1801345.3 |
 AA2349|---------------------------------------------------------------------|
 AA2349
 AA2349                          SUPERSEDED SURVEY CONTROL
 AA2349
 AA2349  ELLIP H (11/30/94)   87.17   (m)                       GP(       ) 4 1
 AA2349  NGVD 29 (11/30/94)  114.3    (m)          375.     (f) GPS OBS        
 AA2349
 AA2349.Superseded values are not recommended for survey control.
 AA2349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2349.See file dsdata.txt to determine how the superseded data were derived.
 AA2349
 AA2349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3037910131(NAD 83)
 AA2349_MARKER: DD = SURVEY DISK
 AA2349_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2349_SP_SET: CONCRETE POST
 AA2349_STAMPING: 7-32 1992
 AA2349_MARK LOGO: ALHD  
 AA2349_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2349+STABILITY: SURFACE MOTION
 AA2349_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 AA2349+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2003
 AA2349
 AA2349  HISTORY     - Date     Condition        Report By
 AA2349  HISTORY     - 1992     MONUMENTED       ALHD
 AA2349  HISTORY     - 20030710 GOOD             JCLS
 AA2349
 AA2349                          STATION DESCRIPTION
 AA2349
 AA2349'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2349'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2349'U.S. 31, ABOUT 7.05 MI (11.35 KM) NORTH-NORTHEAST OF GEORGIANA AND
 AA2349'ABOUT 7.90 MI (12.71 KM) SOUTH-SOUTHWEST OF GREENVILLE. TO REACH THE
 AA2349'STATION FROM THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST 139.30 ON
 AA2349'U.S. 31 AND MILE POST 137.95 ON ALA 10) AT A TRAFFIC LIGHT IN
 AA2349'GREENVILLE, DRIVE SOUTH ON U.S. 31 FOR 9.10 MI (14.64 KM) TO MILE POST
 AA2349'130.20 AND THE STATION ON THE RIGHT. THE STATION IS 60.5 FT (18.4 M)
 AA2349'WEST OF THE CENTERLINE OF U.S. 31, 135.0 FT (41.1 M) NORTH OF THE
 AA2349'CENTER OF A GRAVEL WOODS ROAD, 219.5 FT (66.9 M) SOUTH OF TELEPHONE
 AA2349'CABLE PEDESTAL NO. 157 R18 L600, 220.9 FT (67.3 M) SOUTH OF WHITE
 AA2349'TELEPHONE CABLE CABINET NO. R 18, 2.1 FT (0.6 M) EAST OF A CARSONITE
 AA2349'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-31 1992 MAY BE
 AA2349'USED AS AN AZIMUTH FOR THIS STATION.
 AA2349
 AA2349                          STATION RECOVERY (2003)
 AA2349
 AA2349'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 AA2349'PINE FOREST HAS OVERGROWN THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2350 ***********************************************************************
 AA2350  DESIGNATION -  7 33
 AA2350  PID         -  AA2350
 AA2350  STATE/COUNTY-  AL/BUTLER
 AA2350  USGS QUAD   -  PIGEON CREEK (1971)
 AA2350
 AA2350                         *CURRENT SURVEY CONTROL
 AA2350  ___________________________________________________________________
 AA2350* NAD 83(1992)-  31 42 07.35392(N)    086 35 55.68935(W)     ADJUSTED  
 AA2350* NAVD 88     -       108.4    (meters)     356.     (feet)  VERTCON   
 AA2350  ___________________________________________________________________
 AA2350  X           -     322,239.575 (meters)                     COMP
 AA2350  Y           -  -5,421,995.087 (meters)                     COMP
 AA2350  Z           -   3,332,410.294 (meters)                     COMP
 AA2350  LAPLACE CORR-           2.01  (seconds)                    DEFLEC99
 AA2350  ELLIP HEIGHT-          81.27  (meters)          (07/29/02) GPS OBS
 AA2350  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AA2350
 AA2350  HORZ ORDER  -  FIRST
 AA2350  ELLP ORDER  -  FOURTH    CLASS I
 AA2350
 AA2350.The horizontal coordinates were established by GPS observations
 AA2350.and adjusted by the National Geodetic Survey in November 1994..
 AA2350
 AA2350.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2350.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2350
 AA2350.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2350
 AA2350.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2350
 AA2350.The ellipsoidal height was determined by GPS observations
 AA2350.and is referenced to NAD 83.
 AA2350
 AA2350.The geoid height was determined by GEOID03.
 AA2350
 AA2350;                    North         East     Units Scale Factor Converg.
 AA2350;SPC AL W     -   189,040.772   685,427.100   MT  1.00002331   +0 28 25.0
 AA2350;UTM  16      - 3,507,480.103   538,017.413   MT  0.99961783   +0 12 39.0
 AA2350
 AA2350!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2350!SPC AL W     -   0.99998724  x   1.00002331  =   1.00001055
 AA2350!UTM  16      -   0.99998724  x   0.99961783  =   0.99960507
 AA2350
 AA2350:                Primary Azimuth Mark                     Grid Az
 AA2350:SPC AL W     -  7 34                                     017 57 09.6
 AA2350:UTM  16      -  7 34                                     018 12 55.6
 AA2350
 AA2350|---------------------------------------------------------------------|
 AA2350| PID    Reference Object                     Distance      Geod. Az  |
 AA2350|                                                           dddmmss.s |
 AA2350| AA2351 7 34                                442.745 METERS 0182534.6 |
 AA2350|---------------------------------------------------------------------|
 AA2350
 AA2350                          SUPERSEDED SURVEY CONTROL
 AA2350
 AA2350  ELLIP H (11/30/94)   81.32   (m)                       GP(       ) 4 1
 AA2350  NGVD 29 (11/30/94)  108.4    (m)          356.     (f) GPS OBS        
 AA2350
 AA2350.Superseded values are not recommended for survey control.
 AA2350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2350.See file dsdata.txt to determine how the superseded data were derived.
 AA2350
 AA2350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3801707480(NAD 83)
 AA2350_MARKER: DD = SURVEY DISK
 AA2350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2350_SP_SET: CONCRETE POST
 AA2350_STAMPING: 7-33 1992
 AA2350_MARK LOGO: ALHD  
 AA2350_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2350+STABILITY: SURFACE MOTION
 AA2350_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2350+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2350
 AA2350  HISTORY     - Date     Condition        Report By
 AA2350  HISTORY     - 1992     MONUMENTED       ALHD
 AA2350
 AA2350                          STATION DESCRIPTION
 AA2350
 AA2350'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2350'THE STATION IS LOCATED IN BUTLER COUNTY IN THE SOUTHWEST QUARTER OF
 AA2350'SECTION 31, T-9-N, R-15-E, ON PROPERTY OWNED BY UNION CAMP
 AA2350'CORPORATION, ABOUT 8.80 MI (14.16 KM) SOUTH OF GREENVILLE AND ABOUT
 AA2350'9.25 MI (14.89 KM) NORTHEAST OF GEORGIANA. TO REACH THE STATION FROM
 AA2350'THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST 139.30 ON U.S. 31 AND
 AA2350'MILE POST 137.95 ON ALA 10) AT A TRAFFIC LIGHT IN GREENVILLE, DRIVE
 AA2350'SOUTH ON U.S. 31 FOR 2.15 MI (3.46 KM) TO MILE POST 137.15 AND BUTLER
 AA2350'COUNTY ROAD NO. 45 LEFT AND RIGHT, TURN LEFT ON BUTLER COUNTY ROAD NO.
 AA2350'45 AND DRIVE SOUTHEAST FOR 1.15 MI (1.85 KM) TO AN INTERSECTION WITH
 AA2350'BUTLER COUNTY ROAD NO. 45 ON THE RIGHT AND BUTLER COUNTY ROAD NO. 59
 AA2350'AHEAD, TURN RIGHT ON BUTLER COUNTY ROAD NO. 45 AND DRIVE SOUTH FOR
 AA2350'4.40 MI (7.08 KM) TO BUTLER COUNTY ROAD NO. 32 ON THE LEFT, CONTINUE
 AA2350'SOUTH ON BUTLER COUNTY ROAD NO. 45 FOR 2.55 MI (4.10 KM) TO A GRAVEL
 AA2350'ROAD ON THE LEFT AND A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE
 AA2350'WOODS ROAD AND DRIVE NORTHWEST FOR 0.10 MI (0.16 KM) TO THE STATION ON
 AA2350'THE RIGHT. THE STATION IS 24.0 FT (7.3 M) NORTHEAST OF THE CENTER OF
 AA2350'THE WOODS ROAD, 242.6 FT (73.9 M) NORTHWEST OF THE NORTHEAST POST OF A
 AA2350'RED PIPE GATE, 245.2 FT (74.7 M) NORTHWEST OF THE SOUTHWEST POST OF A
 AA2350'RED PIPE GATE, 2.7 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST,
 AA2350'AND SET FLUSH WITH THE GROUND. STATION 7-34 1992 MAY BE USED AS AN
 AA2350'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2351 ***********************************************************************
 AA2351  DESIGNATION -  7 34
 AA2351  PID         -  AA2351
 AA2351  STATE/COUNTY-  AL/BUTLER
 AA2351  USGS QUAD   -  PIGEON CREEK (1971)
 AA2351
 AA2351                         *CURRENT SURVEY CONTROL
 AA2351  ___________________________________________________________________
 AA2351* NAD 83(1992)-  31 42 20.99154(N)    086 35 50.37464(W)     ADJUSTED  
 AA2351* NAVD 88     -       112.4    (meters)     369.     (feet)  VERTCON   
 AA2351  ___________________________________________________________________
 AA2351  X           -     322,366.380 (meters)                     COMP
 AA2351  Y           -  -5,421,769.811 (meters)                     COMP
 AA2351  Z           -   3,332,769.759 (meters)                     COMP
 AA2351  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 AA2351  ELLIP HEIGHT-          85.26  (meters)          (07/29/02) GPS OBS
 AA2351  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 AA2351
 AA2351  HORZ ORDER  -  FIRST
 AA2351  ELLP ORDER  -  FOURTH    CLASS I
 AA2351
 AA2351.The horizontal coordinates were established by GPS observations
 AA2351.and adjusted by the National Geodetic Survey in November 1994..
 AA2351
 AA2351.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2351.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2351
 AA2351.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2351
 AA2351.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2351
 AA2351.The ellipsoidal height was determined by GPS observations
 AA2351.and is referenced to NAD 83.
 AA2351
 AA2351.The geoid height was determined by GEOID03.
 AA2351
 AA2351;                    North         East     Units Scale Factor Converg.
 AA2351;SPC AL W     -   189,461.971   685,563.570   MT  1.00002360   +0 28 28.0
 AA2351;UTM  16      - 3,507,900.500   538,155.758   MT  0.99961796   +0 12 41.9
 AA2351
 AA2351!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2351!SPC AL W     -   0.99998661  x   1.00002360  =   1.00001021
 AA2351!UTM  16      -   0.99998661  x   0.99961796  =   0.99960458
 AA2351
 AA2351:                Primary Azimuth Mark                     Grid Az
 AA2351:SPC AL W     -  7 33                                     197 57 09.3
 AA2351:UTM  16      -  7 33                                     198 12 55.4
 AA2351
 AA2351|---------------------------------------------------------------------|
 AA2351| PID    Reference Object                     Distance      Geod. Az  |
 AA2351|                                                           dddmmss.s |
 AA2351| AA2350 7 33                                442.745 METERS 1982537.3 |
 AA2351|---------------------------------------------------------------------|
 AA2351
 AA2351                          SUPERSEDED SURVEY CONTROL
 AA2351
 AA2351  ELLIP H (11/30/94)   85.31   (m)                       GP(       ) 4 1
 AA2351  NGVD 29 (11/30/94)  112.3    (m)          368.     (f) GPS OBS        
 AA2351
 AA2351.Superseded values are not recommended for survey control.
 AA2351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2351.See file dsdata.txt to determine how the superseded data were derived.
 AA2351
 AA2351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3815607900(NAD 83)
 AA2351_MARKER: DD = SURVEY DISK
 AA2351_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2351_SP_SET: CONCRETE POST
 AA2351_STAMPING: 7-34 1992
 AA2351_MARK LOGO: ALHD  
 AA2351_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2351_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2351+STABILITY: SURFACE MOTION
 AA2351_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2351+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2351
 AA2351  HISTORY     - Date     Condition        Report By
 AA2351  HISTORY     - 1992     MONUMENTED       ALHD
 AA2351
 AA2351                          STATION DESCRIPTION
 AA2351
 AA2351'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2351'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2351'BUTLER COUNTY ROAD NO. 45, ABOUT 8.50 MI (13.68 KM) SOUTH OF
 AA2351'GREENVILLE AND ABOUT 9.50 MI (15.29 KM) NORTHEAST OF GEORGIANA. TO
 AA2351'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST
 AA2351'139.30 ON U.S. 31 AND MILE POST 137.95 ON ALA 10) AT A TRAFFIC LIGHT
 AA2351'IN GREENVILLE, DRIVE SOUTH ON U.S. 31 FOR 2.15 MI (3.46 KM) TO MILE
 AA2351'POST 137.15 AND BUTLER COUNTY ROAD NO. 45 LEFT AND RIGHT, TURN LEFT ON
 AA2351'BUTLER COUNTY ROAD NO. 45 AND DRIVE SOUTHEAST FOR 1.15 MI (1.85 KM) TO
 AA2351'AN INTERSECTION WITH BUTLER COUNTY ROAD NO. 45 ON THE RIGHT AND BUTLER
 AA2351'COUNTY ROAD NO. 59 AHEAD, TURN RIGHT ON BUTLER COUNTY ROAD NO. 45 AND
 AA2351'DRIVE SOUTH FOR 4.40 MI (7.08 KM) TO BUTLER COUNTY ROAD NO. 32 ON THE
 AA2351'LEFT, CONTINUE SOUTH ON BUTLER COUNTY ROAD NO. 45 FOR 2.20 MI (3.54
 AA2351'KM) TO THE STATION ON THE RIGHT. THE STATION IS 50.0 FT (15.2 M) WEST
 AA2351'OF THE CENTERLINE OF BUTLER COUNTY ROAD NO. 45, 2.0 FT (0.6 M) EAST OF
 AA2351'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-33
 AA2351'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2352 ***********************************************************************
 AA2352  DESIGNATION -  7 35
 AA2352  PID         -  AA2352
 AA2352  STATE/COUNTY-  AL/BUTLER
 AA2352  USGS QUAD   -  GEORGIANA EAST (1986)
 AA2352
 AA2352                         *CURRENT SURVEY CONTROL
 AA2352  ___________________________________________________________________
 AA2352* NAD 83(1992)-  31 44 50.29066(N)    086 38 43.39206(W)     ADJUSTED  
 AA2352* NAVD 88     -       119.2    (meters)     391.     (feet)  VERTCON   
 AA2352  ___________________________________________________________________
 AA2352  X           -     317,677.252 (meters)                     COMP
 AA2352  Y           -  -5,419,629.947 (meters)                     COMP
 AA2352  Z           -   3,336,684.689 (meters)                     COMP
 AA2352  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AA2352  ELLIP HEIGHT-          92.00  (meters)          (07/29/02) GPS OBS
 AA2352  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 AA2352
 AA2352  HORZ ORDER  -  FIRST
 AA2352  ELLP ORDER  -  FOURTH    CLASS I
 AA2352
 AA2352.The horizontal coordinates were established by GPS observations
 AA2352.and adjusted by the National Geodetic Survey in November 1994..
 AA2352
 AA2352.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2352.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2352
 AA2352.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2352
 AA2352.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2352
 AA2352.The ellipsoidal height was determined by GPS observations
 AA2352.and is referenced to NAD 83.
 AA2352
 AA2352.The geoid height was determined by GEOID03.
 AA2352
 AA2352;                    North         East     Units Scale Factor Converg.
 AA2352;SPC AL W     -   194,023.672   680,971.744   MT  1.00001417   +0 26 58.9
 AA2352;UTM  16      - 3,512,481.380   533,586.758   MT  0.99961391   +0 11 11.7
 AA2352
 AA2352!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2352!SPC AL W     -   0.99998555  x   1.00001417  =   0.99999972
 AA2352!UTM  16      -   0.99998555  x   0.99961391  =   0.99959947
 AA2352
 AA2352                          SUPERSEDED SURVEY CONTROL
 AA2352
 AA2352  ELLIP H (11/30/94)   92.06   (m)                       GP(       ) 4 1
 AA2352  NGVD 29 (11/30/94)  119.2    (m)          391.     (f) GPS OBS        
 AA2352
 AA2352.Superseded values are not recommended for survey control.
 AA2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2352.See file dsdata.txt to determine how the superseded data were derived.
 AA2352
 AA2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3358712481(NAD 83)
 AA2352_MARKER: DD = SURVEY DISK
 AA2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2352_SP_SET: CONCRETE POST
 AA2352_STAMPING: 7-35 1992
 AA2352_MARK LOGO: ALHD  
 AA2352_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2352+STABILITY: SURFACE MOTION
 AA2352_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2352+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2352
 AA2352  HISTORY     - Date     Condition        Report By
 AA2352  HISTORY     - 1992     MONUMENTED       ALHD
 AA2352
 AA2352                          STATION DESCRIPTION
 AA2352
 AA2352'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2352'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2352'BUTLER COUNTY ROAD NO. 30, ABOUT 5.80 MI (9.33 KM) SOUTH-SOUTHWEST OF
 AA2352'GREENVILLE AND ABOUT 9.40 MI (15.13 KM) NORTHEAST OF GEORGIANA. TO
 AA2352'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST
 AA2352'139.30 ON U.S. 31 AND MILE POST 137.95 ON ALA 10) AT A TRAFFIC LIGHT
 AA2352'IN GREENVILLE, DRIVE SOUTH ON U.S. 31 FOR 5.30 MI (8.53 KM) TO MILE
 AA2352'POST 134.00 AND BUTLER COUNTY ROAD NO. 165 ON THE LEFT, TURN LEFT ON
 AA2352'BUTLER COUNTY ROAD NO. 165 AND DRIVE SOUTHEAST FOR 1.90 MI (3.06 KM)
 AA2352'TO AN INTERSECTION WITH BUTLER COUNTY ROAD NO. 30 ON THE RIGHT AND
 AA2352'AHEAD, CONTINUE SOUTH ON BUTLER COUNTY ROAD NO. 30 FOR 0.20 MI (0.32
 AA2352'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.1 FT (0.9 M) EAST OF
 AA2352'A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON TREATED WOOD POSTS,
 AA2352'37.8 FT (11.5 M) WEST OF THE CENTER OF BUTLER COUNTY ROAD NO. 30, 67.3
 AA2352'FT (20.5 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 43, 70.2 FT (21.4 M)
 AA2352'SOUTH OF A FENCE JUNCTION, 87.7 FT (26.7 M) WEST-SOUTHWEST OF A CROSS
 AA2352'TIE FENCE CORNER POST ACROSS THE ROAD, 3.1 FT (0.9 M) EAST OF A
 AA2352'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-36
 AA2352'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2353 ***********************************************************************
 AA2353  DESIGNATION -  7 36
 AA2353  PID         -  AA2353
 AA2353  STATE/COUNTY-  AL/BUTLER
 AA2353  USGS QUAD   -  GREENVILLE WEST (1986)
 AA2353
 AA2353                         *CURRENT SURVEY CONTROL
 AA2353  ___________________________________________________________________
 AA2353* NAD 83(1992)-  31 45 10.82851(N)    086 38 33.22220(W)     ADJUSTED  
 AA2353* NAVD 88     -       117.6    (meters)     386.     (feet)  VERTCON   
 AA2353  ___________________________________________________________________
 AA2353  X           -     317,924.890 (meters)                     COMP
 AA2353  Y           -  -5,419,280.578 (meters)                     COMP
 AA2353  Z           -   3,337,221.749 (meters)                     COMP
 AA2353  LAPLACE CORR-           1.98  (seconds)                    DEFLEC99
 AA2353  ELLIP HEIGHT-          90.36  (meters)          (07/29/02) GPS OBS
 AA2353  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 AA2353
 AA2353  HORZ ORDER  -  FIRST
 AA2353  ELLP ORDER  -  FOURTH    CLASS I
 AA2353
 AA2353.The horizontal coordinates were established by GPS observations
 AA2353.and adjusted by the National Geodetic Survey in November 1994..
 AA2353
 AA2353.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2353.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2353
 AA2353.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2353
 AA2353.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2353
 AA2353.The ellipsoidal height was determined by GPS observations
 AA2353.and is referenced to NAD 83.
 AA2353
 AA2353.The geoid height was determined by GEOID03.
 AA2353
 AA2353;                    North         East     Units Scale Factor Converg.
 AA2353;SPC AL W     -   194,658.345   681,234.427   MT  1.00001469   +0 27 04.5
 AA2353;UTM  16      - 3,513,114.587   533,852.246   MT  0.99961413   +0 11 17.2
 AA2353
 AA2353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2353!SPC AL W     -   0.99998581  x   1.00001469  =   1.00000050
 AA2353!UTM  16      -   0.99998581  x   0.99961413  =   0.99959995
 AA2353
 AA2353                          SUPERSEDED SURVEY CONTROL
 AA2353
 AA2353  ELLIP H (11/30/94)   90.42   (m)                       GP(       ) 4 1
 AA2353  NGVD 29 (11/30/94)  117.6    (m)          386.     (f) GPS OBS        
 AA2353
 AA2353.Superseded values are not recommended for survey control.
 AA2353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2353.See file dsdata.txt to determine how the superseded data were derived.
 AA2353
 AA2353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3385213115(NAD 83)
 AA2353_MARKER: DD = SURVEY DISK
 AA2353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2353_SP_SET: CONCRETE POST
 AA2353_STAMPING: 7-36 1992
 AA2353_MARK LOGO: ALHD  
 AA2353_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2353+STABILITY: SURFACE MOTION
 AA2353_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2353+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2353
 AA2353  HISTORY     - Date     Condition        Report By
 AA2353  HISTORY     - 1992     MONUMENTED       ALHD
 AA2353
 AA2353                          STATION DESCRIPTION
 AA2353
 AA2353'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2353'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2353'BUTLER COUNTY ROAD NO. 165, ABOUT 5.40 MI (8.69 KM) SOUTH-SOUTHWEST OF
 AA2353'GREENVILLE AND ABOUT 9.80 MI (15.77 KM) NORTHEAST OF GEORGIANA. TO
 AA2353'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST
 AA2353'139.30 ON U.S. 31 AND MILE POST 137.95 ON ALA 10) AT A TRAFFIC LIGHT
 AA2353'IN GREENVILLE, DRIVE SOUTH ON U.S. 31 FOR 5.30 MI (8.53 KM) TO MILE
 AA2353'POST 134.00 AND BUTLER COUNTY ROAD NO. 165 ON THE LEFT, TURN LEFT ON
 AA2353'BUTLER COUNTY ROAD NO. 165 AND DRIVE SOUTHEAST FOR 1.70 MI (2.74 KM)
 AA2353'TO THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M)
 AA2353'WEST-NORTHWEST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE ON
 AA2353'TREATED WOOD POSTS, 31.4 FT (9.6 M) SOUTH-SOUTHWEST OF A FENCE
 AA2353'JUNCTION, 36.7 FT (11.2 M) EAST-SOUTHEAST OF THE CENTERLINE OF BUTLER
 AA2353'COUNTY ROAD NO. 165, 57.8 FT (17.6 M) SOUTH-SOUTHWEST OF A FENCE
 AA2353'JUNCTION, 100.0 FT (30.5 M) NORTH OF THE SOUTHWEST CORNER OF THE
 AA2353'FENCE, 134.5 FT (41.0 M) SOUTH-SOUTHWEST OF THE NORTHWEST CORNER OF
 AA2353'THE FENCE, 170.0 FT (51.8 M) SOUTH-SOUTHWEST OF TELEPHONE CABLE
 AA2353'PEDESTAL NO. 5, 172.0 FT (52.4 M) SOUTH-SOUTHWEST OF TRANSFORMER POWER
 AA2353'POLE NO. 3 12, 185.0 FT (56.4 M) SOUTH-SOUTHWEST OF THE CENTER OF A
 AA2353'GRAVEL DRIVEWAY, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND
 AA2353'SET FLUSH WITH THE GROUND. STATION 7-35 1992 MAY BE USED AS AN AZIMUTH
 AA2353'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2354 ***********************************************************************
 AA2354  DESIGNATION -  7 37
 AA2354  PID         -  AA2354
 AA2354  STATE/COUNTY-  AL/BUTLER
 AA2354  USGS QUAD   -  PIGEON CREEK (1971)
 AA2354
 AA2354                         *CURRENT SURVEY CONTROL
 AA2354  ___________________________________________________________________
 AA2354* NAD 83(1992)-  31 44 36.93510(N)    086 32 07.72623(W)     ADJUSTED  
 AA2354* NAVD 88     -       107.6    (meters)     353.     (feet)  VERTCON   
 AA2354  ___________________________________________________________________
 AA2354  X           -     328,085.316 (meters)                     COMP
 AA2354  Y           -  -5,419,216.944 (meters)                     COMP
 AA2354  Z           -   3,336,328.858 (meters)                     COMP
 AA2354  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AA2354  ELLIP HEIGHT-          80.58  (meters)          (07/29/02) GPS OBS
 AA2354  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AA2354
 AA2354  HORZ ORDER  -  FIRST
 AA2354  ELLP ORDER  -  FOURTH    CLASS I
 AA2354
 AA2354.The horizontal coordinates were established by GPS observations
 AA2354.and adjusted by the National Geodetic Survey in November 1994..
 AA2354
 AA2354.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2354.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2354
 AA2354.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2354
 AA2354.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2354
 AA2354.The ellipsoidal height was determined by GPS observations
 AA2354.and is referenced to NAD 83.
 AA2354
 AA2354.The geoid height was determined by GEOID03.
 AA2354
 AA2354;                    North         East     Units Scale Factor Converg.
 AA2354;SPC AL W     -   193,699.306   691,389.141   MT  1.00003630   +0 30 27.0
 AA2354;UTM  16      - 3,512,109.333   543,998.323   MT  0.99962387   +0 14 39.8
 AA2354
 AA2354!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2354!SPC AL W     -   0.99998735  x   1.00003630  =   1.00002365
 AA2354!UTM  16      -   0.99998735  x   0.99962387  =   0.99961122
 AA2354
 AA2354:                Primary Azimuth Mark                     Grid Az
 AA2354:SPC AL W     -  7 38                                     355 34 47.7
 AA2354:UTM  16      -  7 38                                     355 50 34.9
 AA2354
 AA2354|---------------------------------------------------------------------|
 AA2354| PID    Reference Object                     Distance      Geod. Az  |
 AA2354|                                                           dddmmss.s |
 AA2354| AA2355 7 38                                495.022 METERS 3560514.7 |
 AA2354|---------------------------------------------------------------------|
 AA2354
 AA2354                          SUPERSEDED SURVEY CONTROL
 AA2354
 AA2354  ELLIP H (11/30/94)   80.63   (m)                       GP(       ) 4 1
 AA2354  NGVD 29 (11/30/94)  107.6    (m)          353.     (f) GPS OBS        
 AA2354
 AA2354.Superseded values are not recommended for survey control.
 AA2354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2354.See file dsdata.txt to determine how the superseded data were derived.
 AA2354
 AA2354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4399812109(NAD 83)
 AA2354_MARKER: DD = SURVEY DISK
 AA2354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2354_SP_SET: CONCRETE POST
 AA2354_STAMPING: 7-37 1992
 AA2354_MARK LOGO: ALHD  
 AA2354_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2354+STABILITY: SURFACE MOTION
 AA2354_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2354+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2354
 AA2354  HISTORY     - Date     Condition        Report By
 AA2354  HISTORY     - 1992     MONUMENTED       ALHD
 AA2354
 AA2354                          STATION DESCRIPTION
 AA2354
 AA2354'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2354'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2354'BUTLER COUNTY ROAD NO. 59, ABOUT 7.60 MI (12.23 KM) SOUTHEAST OF
 AA2354'GREENVILLE AND ABOUT 13.95 MI (22.45 KM) NORTHEAST OF GEORGIANA. TO
 AA2354'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST
 AA2354'139.30 ON U.S. 31 AND MILE POST 137.95 ON ALA 10) AT A TRAFFIC LIGHT
 AA2354'IN GREENVILLE, DRIVE SOUTH ON U.S. 31 FOR 2.15 MI (3.46 KM) TO MILE
 AA2354'POST 137.15 AND BUTLER COUNTY ROAD NO. 45 LEFT AND RIGHT, TURN LEFT ON
 AA2354'BUTLER COUNTY ROAD NO. 45 AND DRIVE SOUTHEAST FOR 1.15 MI (1.85 KM) TO
 AA2354'AN INTERSECTION WITH BUTLER COUNTY ROAD NO. 45 ON THE RIGHT AND BUTLER
 AA2354'COUNTY ROAD NO. 59 AHEAD, CONTINUE SOUTHEAST ON BUTLER COUNTY ROAD NO.
 AA2354'59 FOR 5.70 MI (9.17 KM) TO BUTLER COUNTY ROAD NO. 32 ON THE RIGHT,
 AA2354'CONTINUE SOUTH ON BUTLER COUNTY ROAD NO. 59 FOR 0.05 MI (0.08 KM) TO
 AA2354'THE STATION ON THE RIGHT. THE STATION IS 2.9 FT (0.9 M) EAST OF A
 AA2354'THREE STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 29.6 FT (9.0 M)
 AA2354'WEST OF THE CENTERLINE OF BUTLER COUNTY ROAD NO. 59, 63.3 FT (19.3 M)
 AA2354'NORTH-NORTHWEST OF THE NORTH POST OF A CATTLE GAP IN THE FENCE LINE,
 AA2354'87.1 FT (26.5 M) WEST-NORTHWEST OF JUNCTION POWER POLE NO. 4 9 ACROSS
 AA2354'THE ROAD, 146.8 FT (44.7 M) SOUTH-SOUTHEAST OF A BURIED CABLE WARNING
 AA2354'SIGN, 147.2 FT (44.9 M) SOUTH-SOUTHEAST OF THE NORTHWEST CORNER OF THE
 AA2354'FENCE, 3.0 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2354'WITH THE GROUND. STATION 7-38 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2354'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2355 ***********************************************************************
 AA2355  DESIGNATION -  7 38
 AA2355  PID         -  AA2355
 AA2355  STATE/COUNTY-  AL/BUTLER
 AA2355  USGS QUAD   -  PIGEON CREEK (1971)
 AA2355
 AA2355                         *CURRENT SURVEY CONTROL
 AA2355  ___________________________________________________________________
 AA2355* NAD 83(1992)-  31 44 52.96945(N)    086 32 09.00959(W)     ADJUSTED  
 AA2355* NAVD 88     -       110.8    (meters)     364.     (feet)  VERTCON   
 AA2355  ___________________________________________________________________
 AA2355  X           -     328,036.062 (meters)                     COMP
 AA2355  Y           -  -5,418,962.323 (meters)                     COMP
 AA2355  Z           -   3,336,750.528 (meters)                     COMP
 AA2355  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 AA2355  ELLIP HEIGHT-          83.78  (meters)          (07/29/02) GPS OBS
 AA2355  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 AA2355
 AA2355  HORZ ORDER  -  FIRST
 AA2355  ELLP ORDER  -  FOURTH    CLASS I
 AA2355
 AA2355.The horizontal coordinates were established by GPS observations
 AA2355.and adjusted by the National Geodetic Survey in November 1994..
 AA2355
 AA2355.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2355.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2355
 AA2355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2355
 AA2355.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2355
 AA2355.The ellipsoidal height was determined by GPS observations
 AA2355.and is referenced to NAD 83.
 AA2355
 AA2355.The geoid height was determined by GEOID03.
 AA2355
 AA2355;                    North         East     Units Scale Factor Converg.
 AA2355;SPC AL W     -   194,192.874   691,350.989   MT  1.00003622   +0 30 26.5
 AA2355;UTM  16      - 3,512,602.868   543,962.453   MT  0.99962384   +0 14 39.3
 AA2355
 AA2355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2355!SPC AL W     -   0.99998684  x   1.00003622  =   1.00002306
 AA2355!UTM  16      -   0.99998684  x   0.99962384  =   0.99961069
 AA2355
 AA2355:                Primary Azimuth Mark                     Grid Az
 AA2355:SPC AL W     -  7 37                                     175 34 47.5
 AA2355:UTM  16      -  7 37                                     175 50 34.7
 AA2355
 AA2355|---------------------------------------------------------------------|
 AA2355| PID    Reference Object                     Distance      Geod. Az  |
 AA2355|                                                           dddmmss.s |
 AA2355| AA2354 7 37                                495.022 METERS 1760514.0 |
 AA2355|---------------------------------------------------------------------|
 AA2355
 AA2355                          SUPERSEDED SURVEY CONTROL
 AA2355
 AA2355  ELLIP H (11/30/94)   83.83   (m)                       GP(       ) 4 1
 AA2355  NGVD 29 (11/30/94)  110.8    (m)          364.     (f) GPS OBS        
 AA2355
 AA2355.Superseded values are not recommended for survey control.
 AA2355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2355.See file dsdata.txt to determine how the superseded data were derived.
 AA2355
 AA2355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4396212603(NAD 83)
 AA2355_MARKER: DD = SURVEY DISK
 AA2355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2355_SP_SET: CONCRETE POST
 AA2355_STAMPING: 7-38 1992
 AA2355_MARK LOGO: ALHD  
 AA2355_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2355+STABILITY: SURFACE MOTION
 AA2355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2355+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2355
 AA2355  HISTORY     - Date     Condition        Report By
 AA2355  HISTORY     - 1992     MONUMENTED       ALHD
 AA2355
 AA2355                          STATION DESCRIPTION
 AA2355
 AA2355'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2355'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2355'BUTLER COUNTY ROAD NO. 59, ABOUT 7.40 MI (11.91 KM) SOUTHEAST OF
 AA2355'GREENVILLE AND ABOUT 14.10 MI (22.69 KM) NORTHEAST OF GEORGIANA. TO
 AA2355'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST
 AA2355'139.30 ON U.S. 31 AND MILE POST 137.95 ON ALA 10) AT A TRAFFIC LIGHT
 AA2355'IN GREENVILLE, DRIVE SOUTH ON U.S. 31 FOR 2.15 MI (3.46 KM) TO MILE
 AA2355'POST 137.15 AND BUTLER COUNTY ROAD NO. 45 LEFT AND RIGHT, TURN LEFT ON
 AA2355'BUTLER COUNTY ROAD NO. 45 AND DRIVE SOUTHEAST FOR 1.15 MI (1.85 KM) TO
 AA2355'AN INTERSECTION WITH BUTLER COUNTY ROAD NO. 45 ON THE RIGHT AND BUTLER
 AA2355'COUNTY ROAD NO. 59 AHEAD, CONTINUE SOUTHEAST ON BUTLER COUNTY ROAD NO.
 AA2355'59 FOR 5.10 MI (8.21 KM) TO BUTLER COUNTY ROAD NO. 32 ON THE LEFT,
 AA2355'CONTINUE SOUTH ON BUTLER COUNTY ROAD NO. 59 FOR 0.35 MI (0.56 KM) TO
 AA2355'THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) WEST OF A THREE
 AA2355'STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 34.5 FT (10.5 M) EAST OF
 AA2355'THE CENTER OF BUTLER COUNTY ROAD NO. 59, 58.8 FT (17.9 M) SOUTH OF
 AA2355'POWER POLE NO. 4 4, 107.3 FT (32.7 M) NORTH-NORTHEAST OF WHITE
 AA2355'TELEPHONE CABLE CABINET NO. 914 R 12 ACROSS THE ROAD, 108.1 FT (32.9
 AA2355'M) NORTH-NORTHEAST OF TELEPHONE CABLE PEDESTAL NO. P 122 ACROSS THE
 AA2355'ROAD, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2355'WITH THE GROUND. STATION 7-37 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2355'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2356 ***********************************************************************
 AA2356  DESIGNATION -  7 39
 AA2356  PID         -  AA2356
 AA2356  STATE/COUNTY-  AL/BUTLER
 AA2356  USGS QUAD   -  FOREST HOME (1981)
 AA2356
 AA2356                         *CURRENT SURVEY CONTROL
 AA2356  ___________________________________________________________________
 AA2356* NAD 83(1992)-  31 49 50.51151(N)    086 47 30.29678(W)     ADJUSTED  
 AA2356* NAVD 88     -       125.4    (meters)     411.     (feet)  VERTCON   
 AA2356  ___________________________________________________________________
 AA2356  X           -     303,559.407 (meters)                     COMP
 AA2356  Y           -  -5,415,565.057 (meters)                     COMP
 AA2356  Z           -   3,344,547.861 (meters)                     COMP
 AA2356  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AA2356  ELLIP HEIGHT-          97.90  (meters)          (07/29/02) GPS OBS
 AA2356  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 AA2356
 AA2356  HORZ ORDER  -  FIRST
 AA2356  ELLP ORDER  -  FOURTH    CLASS I
 AA2356
 AA2356.The horizontal coordinates were established by GPS observations
 AA2356.and adjusted by the National Geodetic Survey in November 1994..
 AA2356
 AA2356.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2356.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2356
 AA2356.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2356
 AA2356.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2356
 AA2356.The ellipsoidal height was determined by GPS observations
 AA2356.and is referenced to NAD 83.
 AA2356
 AA2356.The geoid height was determined by GEOID03.
 AA2356
 AA2356;                    North         East     Units Scale Factor Converg.
 AA2356;SPC AL W     -   203,170.910   667,043.828   MT  0.99998875   +0 22 24.8
 AA2356;UTM  16      - 3,521,688.943   519,706.488   MT  0.99960479   +0 06 35.4
 AA2356
 AA2356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2356!SPC AL W     -   0.99998463  x   0.99998875  =   0.99997338
 AA2356!UTM  16      -   0.99998463  x   0.99960479  =   0.99958942
 AA2356
 AA2356:                Primary Azimuth Mark                     Grid Az
 AA2356:SPC AL W     -  7 40                                     305 49 28.8
 AA2356:UTM  16      -  7 40                                     306 05 18.2
 AA2356
 AA2356|---------------------------------------------------------------------|
 AA2356| PID    Reference Object                     Distance      Geod. Az  |
 AA2356|                                                           dddmmss.s |
 AA2356| AA2357 7 40                                474.833 METERS 3061153.6 |
 AA2356|---------------------------------------------------------------------|
 AA2356
 AA2356                          SUPERSEDED SURVEY CONTROL
 AA2356
 AA2356  ELLIP H (11/30/94)   97.97   (m)                       GP(       ) 4 1
 AA2356  NGVD 29 (11/30/94)  125.4    (m)          411.     (f) GPS OBS        
 AA2356
 AA2356.Superseded values are not recommended for survey control.
 AA2356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2356.See file dsdata.txt to determine how the superseded data were derived.
 AA2356
 AA2356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1970621689(NAD 83)
 AA2356_MARKER: DD = SURVEY DISK
 AA2356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2356_SP_SET: CONCRETE POST
 AA2356_STAMPING: 7-39 1992
 AA2356_MARK LOGO: ALHD  
 AA2356_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2356+STABILITY: SURFACE MOTION
 AA2356_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2356+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2356
 AA2356  HISTORY     - Date     Condition        Report By
 AA2356  HISTORY     - 1992     MONUMENTED       ALHD
 AA2356
 AA2356                          STATION DESCRIPTION
 AA2356
 AA2356'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2356'THE STATION IS LOCATED IN BUTLER COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2356'ALA 10, ABOUT 3.60 MI (5.79 KM) SOUTHEAST OF FOREST HOME AND ABOUT
 AA2356'10.15 MI (16.33 KM) WEST OF GREENVILLE. TO REACH THE STATION FROM EXIT
 AA2356'128 ON I-65 (MILE POST 133.65 ON ALA 10) IN GREENVILLE, DRIVE WEST ON
 AA2356'ALA 10 FOR 8.05 MI (12.95 KM) TO MILE POST 125.60 AND THE STATION ON
 AA2356'THE RIGHT. THE STATION IS 2.9 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED
 AA2356'WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 45.8 FT (14.0 M) NORTH OF
 AA2356'THE CENTERLINE OF ALA 10, 86.7 FT (26.4 M) WEST OF THE WEST WOOD POST
 AA2356'OF A STEEL PIPE GATE, 104.1 FT (31.7 M) WEST-NORTHWEST OF A JCT BUTLER
 AA2356'COUNTY 49 SIGN, 121.7 FT (37.1 M) EAST OF POWER POLE NO. 18 3, 2.4 FT
 AA2356'(0.7 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 AA2356'GROUND. STATION 7-40 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2025 ***********************************************************************
 BU2025  DESIGNATION -  7 4
 BU2025  PID         -  BU2025
 BU2025  STATE/COUNTY-  AL/BUTLER
 BU2025  USGS QUAD   -  GARLAND (1986)
 BU2025
 BU2025                         *CURRENT SURVEY CONTROL
 BU2025  ___________________________________________________________________
 BU2025* NAD 83(1992)-  31 34 42.01689(N)    086 50 49.81839(W)     ADJUSTED  
 BU2025* NAVD 88     -        94.95   (meters)     311.5    (feet)  N HEIGHT  
 BU2025  ___________________________________________________________________
 BU2025  X           -     299,128.135 (meters)                     COMP
 BU2025  Y           -  -5,430,513.890 (meters)                     COMP
 BU2025  Z           -   3,320,725.303 (meters)                     COMP
 BU2025  LAPLACE CORR-           1.91  (seconds)                    DEFLEC99
 BU2025  ELLIP HEIGHT-          67.48  (meters)          (07/29/02) GPS OBS
 BU2025  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BU2025  DYNAMIC HT  -          94.83  (meters)     311.1   (feet)  COMP
 BU2025  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BU2025
 BU2025  HORZ ORDER  -  FIRST
 BU2025  VERT ORDER  -  THIRD
 BU2025  ELLP ORDER  -  FOURTH    CLASS I
 BU2025
 BU2025.The horizontal coordinates were established by GPS observations
 BU2025.and adjusted by the National Geodetic Survey in December 1992..
 BU2025
 BU2025.The orthometric height was determined by differential leveling
 BU2025.and adjusted by the National Geodetic Survey in September 1998..
 BU2025.The height was determined by precise leveling from only one NSRS
 BU2025.bench mark.  This was not adequate "tie leveling" to NSRS and was
 BU2025.allowed ONLY to validate the GPS-derived height.
 BU2025
 BU2025.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2025
 BU2025.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2025
 BU2025.The ellipsoidal height was determined by GPS observations
 BU2025.and is referenced to NAD 83.
 BU2025
 BU2025.The geoid height was determined by GEOID03.
 BU2025
 BU2025.The dynamic height is computed by dividing the NAVD 88
 BU2025.geopotential number by the normal gravity value computed on the
 BU2025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU2025.degrees latitude (g = 980.6199 gals.).
 BU2025
 BU2025.The modeled gravity was interpolated from observed gravity values.
 BU2025
 BU2025;                    North         East     Units Scale Factor Converg.
 BU2025;SPC AL W     -   175,157.037   661,964.907   MT  0.99998067   +0 20 30.7
 BU2025;UTM  16      - 3,493,709.324   514,501.122   MT  0.99960259   +0 04 48.1
 BU2025
 BU2025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2025!SPC AL W     -   0.99998940  x   0.99998067  =   0.99997007
 BU2025!UTM  16      -   0.99998940  x   0.99960259  =   0.99959200
 BU2025
 BU2025:                Primary Azimuth Mark                     Grid Az
 BU2025:SPC AL W     -  7 3                                      311 33 05.8
 BU2025:UTM  16      -  7 3                                      311 48 48.4
 BU2025
 BU2025|---------------------------------------------------------------------|
 BU2025| PID    Reference Object                     Distance      Geod. Az  |
 BU2025|                                                           dddmmss.s |
 BU2025| BU2024 7 3                                 442.821 METERS 3115336.5 |
 BU2025|---------------------------------------------------------------------|
 BU2025
 BU2025                          SUPERSEDED SURVEY CONTROL
 BU2025
 BU2025  ELLIP H (12/04/92)   67.54   (m)                       GP(       ) 4 1
 BU2025  NAD 83(1986)-  31 34 42.02879(N)    086 50 49.81862(W) AD(       ) 1
 BU2025  NGVD 29 (??/??/??)   94.94   (m)          311.5    (f) N HEIGHT    3  
 BU2025
 BU2025.Superseded values are not recommended for survey control.
 BU2025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2025.See file dsdata.txt to determine how the superseded data were derived.
 BU2025
 BU2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1450193709(NAD 83)
 BU2025_MARKER: DD = SURVEY DISK
 BU2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2025_SP_SET: CONCRETE POST
 BU2025_STAMPING: 7-4 1989
 BU2025_MARK LOGO: ALHD  
 BU2025_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BU2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2025+STABILITY: SURFACE MOTION
 BU2025_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2025+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2025
 BU2025  HISTORY     - Date     Condition        Report By
 BU2025  HISTORY     - 1989     MONUMENTED       ALHD
 BU2025  HISTORY     - 19921109 GOOD             ALHD
 BU2025  HISTORY     - 19930608 GOOD             ALHD
 BU2025
 BU2025                          STATION DESCRIPTION
 BU2025
 BU2025'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2025'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF BUTLER COUNTY ROAD
 BU2025'NO. 7, ABOUT 11.91 KM (7.40 MI) SOUTHWEST OF GEORGIANA AND ABOUT 13.04
 BU2025'KM (8.10 MI) WEST-NORTHWEST OF MCKENZIE.  PLEASE NOTIFY MRS. LUCY
 BU2025'LEWIS, ROUTE 2, BOX 101, MCKENZIE, AL 36456 BEFORE USING THE STATION.
 BU2025'TELEPHONE (205)-376-9380.
 BU2025'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE BUTLER
 BU2025'COUNTY ROAD NO. 7 OVERPASS AT EXIT 107 ON I - 65, DRIVE WEST ON BUTLER
 BU2025'COUNTY ROAD NO. 7 FOR 0.16 KM (0.10 MI) TO THE STATION ON THE RIGHT.
 BU2025'THE STATION IS SET ABOUT 2-INCHES BELOW THE SURFACE AND IS 17.47 M
 BU2025'(57.3 FT) NORTHEAST OF THE CENTER LINE OF BUTLER COUNTY ROAD NO.7,
 BU2025'5.79 M (19.0 FT) NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY TO A
 BU2025'SMALL GAS STATION, 9.45 M (31.0 FT) NORTHWEST OF THE CENTER OF A
 BU2025'GRAVEL ROAD NORTH, 20.12 M (66.0 FT) NORTH OF THE CENTER OF THE
 BU2025'INTERSECTION OF THE GRAVEL ROAD NORTH AND BUTLER COUNTY ROAD NO. 7,
 BU2025'AND 0.61 M (2.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST.
 BU2025'STATION 7-3 CAN BE USED AS AN AZIMUTH.
 BU2025
 BU2025                          STATION RECOVERY (1992)
 BU2025
 BU2025'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 BU2025'THE STATION IS LOCATED ON THE NORTH RIGHT OF WAY OF BUTLER COUNTY ROAD
 BU2025'NO. 7, ABOUT 11.91 KM (7.40 MI) SOUTHWEST OF GEORGIANA AND ABOUT 13.04
 BU2025'KM (8.10 MI) WEST-NORTHWEST OF MCKENZIE.  PLEASE NOTIFY MRS. LUCY
 BU2025'LEWIS, ROUTE 2, BOX 101, MCKENZIE, AL 36456 BEFORE USING THE STATION.
 BU2025'TELEPHONE (205)-376-9380. TO REACH THE STATION FROM THE CENTER OF
 BU2025'INTERSTATE 65 ON THE BUTLER COUNTY ROAD NO. 7 OVERPASS AT EXIT 107 ON
 BU2025'I - 65, DRIVE WEST ON BUTLER COUNTY ROAD NO. 7 FOR 0.16 KM (0.10 MI)
 BU2025'TO THE STATION ON THE RIGHT. THE STATION IS SET ABOUT 2-INCHES BELOW
 BU2025'THE SURFACE AND IS 17.47 M (57.32 FT) NORTHEAST OF THE CENTER LINE OF
 BU2025'BUTLER COUNTY ROAD NO.7, 5.79 M (19.00 FT) NORTHEAST OF THE CENTER OF
 BU2025'A GRAVEL DRIVEWAY TO A SMALL GAS STATION, 9.45 M (31.00 FT) NORTHWEST
 BU2025'OF THE CENTER OF A GRAVEL ROAD NORTH, 20.12 M (66.01 FT) NORTH OF THE
 BU2025'CENTER OF THE INTERSECTION OF THE GRAVEL ROAD NORTH AND BUTLER COUNTY
 BU2025'ROAD NO. 7, AND 0.61 M (2.00 FT) SOUTHWEST OF A CARSONITE WITNESS
 BU2025'POST. STATION 7-3 CAN BE USED AS AN AZIMUTH.
 BU2025
 BU2025                          STATION RECOVERY (1993)
 BU2025
 BU2025'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2357 ***********************************************************************
 AA2357  DESIGNATION -  7 40
 AA2357  PID         -  AA2357
 AA2357  STATE/COUNTY-  AL/BUTLER
 AA2357  USGS QUAD   -  FOREST HOME (1981)
 AA2357
 AA2357                         *CURRENT SURVEY CONTROL
 AA2357  ___________________________________________________________________
 AA2357* NAD 83(1992)-  31 49 59.61574(N)    086 47 44.86886(W)     ADJUSTED  
 AA2357* NAVD 88     -       128.0    (meters)     420.     (feet)  VERTCON   
 AA2357  ___________________________________________________________________
 AA2357  X           -     303,168.667 (meters)                     COMP
 AA2357  Y           -  -5,415,441.030 (meters)                     COMP
 AA2357  Z           -   3,344,787.485 (meters)                     COMP
 AA2357  LAPLACE CORR-           1.00  (seconds)                    DEFLEC99
 AA2357  ELLIP HEIGHT-         100.51  (meters)          (07/29/02) GPS OBS
 AA2357  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 AA2357
 AA2357  HORZ ORDER  -  FIRST
 AA2357  ELLP ORDER  -  FOURTH    CLASS I
 AA2357
 AA2357.The horizontal coordinates were established by GPS observations
 AA2357.and adjusted by the National Geodetic Survey in November 1994..
 AA2357
 AA2357.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2357.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2357
 AA2357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2357
 AA2357.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2357
 AA2357.The ellipsoidal height was determined by GPS observations
 AA2357.and is referenced to NAD 83.
 AA2357
 AA2357.The geoid height was determined by GEOID03.
 AA2357
 AA2357;                    North         East     Units Scale Factor Converg.
 AA2357;SPC AL W     -   203,448.830   666,658.833   MT  0.99998811   +0 22 17.2
 AA2357;UTM  16      - 3,521,968.525   519,322.923   MT  0.99960460   +0 06 27.7
 AA2357
 AA2357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2357!SPC AL W     -   0.99998422  x   0.99998811  =   0.99997233
 AA2357!UTM  16      -   0.99998422  x   0.99960460  =   0.99958882
 AA2357
 AA2357:                Primary Azimuth Mark                     Grid Az
 AA2357:SPC AL W     -  7 39                                     125 49 28.7
 AA2357:UTM  16      -  7 39                                     126 05 18.2
 AA2357
 AA2357|---------------------------------------------------------------------|
 AA2357| PID    Reference Object                     Distance      Geod. Az  |
 AA2357|                                                           dddmmss.s |
 AA2357| AA2356 7 39                                474.833 METERS 1261145.9 |
 AA2357|---------------------------------------------------------------------|
 AA2357
 AA2357                          SUPERSEDED SURVEY CONTROL
 AA2357
 AA2357  ELLIP H (11/30/94)  100.57   (m)                       GP(       ) 4 1
 AA2357  NGVD 29 (11/30/94)  128.0    (m)          420.     (f) GPS OBS        
 AA2357
 AA2357.Superseded values are not recommended for survey control.
 AA2357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2357.See file dsdata.txt to determine how the superseded data were derived.
 AA2357
 AA2357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1932321969(NAD 83)
 AA2357_MARKER: DD = SURVEY DISK
 AA2357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2357_SP_SET: CONCRETE POST
 AA2357_STAMPING: 7-40 1992
 AA2357_MARK LOGO: ALHD  
 AA2357_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2357+STABILITY: SURFACE MOTION
 AA2357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2357+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2357
 AA2357  HISTORY     - Date     Condition        Report By
 AA2357  HISTORY     - 1992     MONUMENTED       ALHD
 AA2357
 AA2357                          STATION DESCRIPTION
 AA2357
 AA2357'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2357'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2357'BUTLER COUNTY ROAD NO. 49, ABOUT 3.30 MI (5.31 KM) SOUTHEAST OF FOREST
 AA2357'HOME AND ABOUT 10.35 MI (16.66 KM) WEST OF GREENVILLE. TO REACH THE
 AA2357'STATION FROM EXIT 128 ON I-65 (MILE POST 133.65 ON ALA 10) IN
 AA2357'GREENVILLE, DRIVE WEST ON ALA 10 FOR 8.15 MI (13.12 KM) TO MILE POST
 AA2357'125.50 AND BUTLER COUNTY ROAD NO. 49 ON THE RIGHT, TURN RIGHT ON
 AA2357'BUTLER COUNTY ROAD NO. 49 AND DRIVE NORTH FOR 0.25 MI (0.40 KM) TO THE
 AA2357'STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF
 AA2357'A FOUR STRAND BARBED WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 9.6
 AA2357'FT (2.9 M) NORTHWEST OF THE NORTH WOOD POST OF A STEEL PIPE GATE, 26.1
 AA2357'FT (8.0 M) NORTHWEST OF THE SOUTH WOOD POST OF A STEEL PIPE GATE, 36.5
 AA2357'FT (11.1 M) EAST-NORTHEAST OF THE CENTERLINE OF BUTLER COUNTY ROAD NO.
 AA2357'49, 2.6 FT (0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2357'WITH THE GROUND. STATION 7-39 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2357'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2358 ***********************************************************************
 AA2358  DESIGNATION -  7 41
 AA2358  PID         -  AA2358
 AA2358  STATE/COUNTY-  AL/BUTLER
 AA2358  USGS QUAD   -  GREENVILLE WEST (1986)
 AA2358
 AA2358                         *CURRENT SURVEY CONTROL
 AA2358  ___________________________________________________________________
 AA2358* NAD 83(1992)-  31 51 54.31434(N)    086 43 00.08061(W)     ADJUSTED  
 AA2358* NAVD 88     -       148.5    (meters)     487.     (feet)  VERTCON   
 AA2358  ___________________________________________________________________
 AA2358  X           -     310,539.662 (meters)                     COMP
 AA2358  Y           -  -5,413,173.527 (meters)                     COMP
 AA2358  Z           -   3,347,799.337 (meters)                     COMP
 AA2358  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AA2358  ELLIP HEIGHT-         121.08  (meters)          (07/29/02) GPS OBS
 AA2358  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AA2358
 AA2358  HORZ ORDER  -  FIRST
 AA2358  ELLP ORDER  -  FOURTH    CLASS I
 AA2358
 AA2358.The horizontal coordinates were established by GPS observations
 AA2358.and adjusted by the National Geodetic Survey in November 1994..
 AA2358
 AA2358.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2358.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2358
 AA2358.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2358
 AA2358.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2358
 AA2358.The ellipsoidal height was determined by GPS observations
 AA2358.and is referenced to NAD 83.
 AA2358
 AA2358.The geoid height was determined by GEOID03.
 AA2358
 AA2358;                    North         East     Units Scale Factor Converg.
 AA2358;SPC AL W     -   207,032.866   674,121.776   MT  1.00000107   +0 24 48.8
 AA2358;UTM  16      - 3,525,516.778   526,799.391   MT  0.99960886   +0 08 58.4
 AA2358
 AA2358!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2358!SPC AL W     -   0.99998099  x   1.00000107  =   0.99998206
 AA2358!UTM  16      -   0.99998099  x   0.99960886  =   0.99958986
 AA2358
 AA2358|---------------------------------------------------------------------|
 AA2358| PID    Reference Object                     Distance      Geod. Az  |
 AA2358|                                                           dddmmss.s |
 AA2358| AA2359 7 42                                372.337 METERS 02838     |
 AA2358|---------------------------------------------------------------------|
 AA2358
 AA2358                          SUPERSEDED SURVEY CONTROL
 AA2358
 AA2358  ELLIP H (11/30/94)  121.15   (m)                       GP(       ) 4 1
 AA2358  NGVD 29 (11/30/94)  148.5    (m)          487.     (f) GPS OBS        
 AA2358
 AA2358.Superseded values are not recommended for survey control.
 AA2358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2358.See file dsdata.txt to determine how the superseded data were derived.
 AA2358
 AA2358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2679925517(NAD 83)
 AA2358_MARKER: DD = SURVEY DISK
 AA2358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2358_SP_SET: CONCRETE POST
 AA2358_STAMPING: 7-41 1992
 AA2358_MARK LOGO: ALHD  
 AA2358_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2358+STABILITY: SURFACE MOTION
 AA2358_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2358+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2358
 AA2358  HISTORY     - Date     Condition        Report By
 AA2358  HISTORY     - 1992     MONUMENTED       ALHD
 AA2358
 AA2358                          STATION DESCRIPTION
 AA2358
 AA2358'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2358'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2358'BUTLER COUNTY ROAD NO. 54, ABOUT 6.25 MI (10.06 KM) WEST-NORTHWEST OF
 AA2358'GREENVILLE AND ABOUT 7.20 MI (11.59 KM) EAST OF FOREST HOME. TO REACH
 AA2358'THE STATION FROM EXIT 128 ON I-65 (MILE POST 133.65 ON ALA 10) IN
 AA2358'GREENVILLE, DRIVE WEST ON ALA 10 FOR 3.20 MI (5.15 KM) TO MILE POST
 AA2358'130.45 AND BUTLER COUNTY ROAD NO. 54 ON THE RIGHT, TURN RIGHT ON
 AA2358'BUTLER COUNTY ROAD NO. 54 AND DRIVE NORTHWEST AND NORTH FOR 3.05 MI
 AA2358'(4.91 KM) TO THE STATION ON THE RIGHT. THE STATION IS 2.8 FT (0.9 M)
 AA2358'WEST-NORTHWEST OF A SIX STRAND SMOOTH WIRE FENCE ON RED TOP, WHITE
 AA2358'STEEL POSTS, 8.2 FT (2.5 M) SOUTHWEST OF A THREE-INCH TREATED WOOD
 AA2358'POST IN THE FENCE LINE, 37.0 FT (11.3 M) EAST-SOUTHEAST OF THE
 AA2358'CENTERLINE OF BUTLER COUNTY ROAD NO. 54, 96.9 FT (29.5 M)
 AA2358'NORTH-NORTHEAST OF POWER POLE NO. 8 16, 145.2 FT (44.3 M) SOUTH OF THE
 AA2358'SOUTHWEST CROSS TIE POST OF A DOUBLE STEEL PIPE GATE ACROSS THE ROAD,
 AA2358'2.8 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2358'WITH THE GROUND. STATION 7-42 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2358'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2359 ***********************************************************************
 AA2359  DESIGNATION -  7 42
 AA2359  PID         -  AA2359
 AA2359  STATE/COUNTY-  AL/BUTLER
 AA2359  USGS QUAD   -  GREENVILLE WEST (1986)
 AA2359
 AA2359                         *CURRENT SURVEY CONTROL
 AA2359  ___________________________________________________________________
 AA2359* NAD 83(1992)-  31 52 04.92478(N)    086 42 53.29372(W)     ADJUSTED  
 AA2359* NAVD 88     -       151.8    (meters)     498.     (feet)  VERTCON   
 AA2359  ___________________________________________________________________
 AA2359  X           -     310,708.046 (meters)                     COMP
 AA2359  Y           -  -5,412,993.802 (meters)                     COMP
 AA2359  Z           -   3,348,078.616 (meters)                     COMP
 AA2359  LAPLACE CORR-           1.21  (seconds)                    DEFLEC99
 AA2359  ELLIP HEIGHT-         124.33  (meters)          (07/29/02) GPS OBS
 AA2359  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 AA2359
 AA2359  HORZ ORDER  -  FIRST
 AA2359  ELLP ORDER  -  FOURTH    CLASS I
 AA2359
 AA2359.The horizontal coordinates were established by GPS observations
 AA2359.and adjusted by the National Geodetic Survey in November 1994..
 AA2359
 AA2359.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2359.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2359
 AA2359.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2359
 AA2359.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2359
 AA2359.The ellipsoidal height was determined by GPS observations
 AA2359.and is referenced to NAD 83.
 AA2359
 AA2359.The geoid height was determined by GEOID03.
 AA2359
 AA2359;                    North         East     Units Scale Factor Converg.
 AA2359;SPC AL W     -   207,360.962   674,297.810   MT  1.00000139   +0 24 52.5
 AA2359;UTM  16      - 3,525,843.931   526,976.866   MT  0.99960897   +0 09 02.1
 AA2359
 AA2359!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2359!SPC AL W     -   0.99998048  x   1.00000139  =   0.99998187
 AA2359!UTM  16      -   0.99998048  x   0.99960897  =   0.99958946
 AA2359
 AA2359|---------------------------------------------------------------------|
 AA2359| PID    Reference Object                     Distance      Geod. Az  |
 AA2359|                                                           dddmmss.s |
 AA2359| AA2358 7 41                                372.337 METERS 20838     |
 AA2359|---------------------------------------------------------------------|
 AA2359
 AA2359                          SUPERSEDED SURVEY CONTROL
 AA2359
 AA2359  ELLIP H (11/30/94)  124.39   (m)                       GP(       ) 4 1
 AA2359  NGVD 29 (11/30/94)  151.8    (m)          498.     (f) GPS OBS        
 AA2359
 AA2359.Superseded values are not recommended for survey control.
 AA2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2359.See file dsdata.txt to determine how the superseded data were derived.
 AA2359
 AA2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2697725844(NAD 83)
 AA2359_MARKER: DD = SURVEY DISK
 AA2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2359_SP_SET: CONCRETE POST
 AA2359_STAMPING: 7-42 1992
 AA2359_MARK LOGO: ALHD  
 AA2359_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2359+STABILITY: SURFACE MOTION
 AA2359_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2359+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2359
 AA2359  HISTORY     - Date     Condition        Report By
 AA2359  HISTORY     - 1992     MONUMENTED       ALHD
 AA2359
 AA2359                          STATION DESCRIPTION
 AA2359
 AA2359'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2359'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2359'BUTLER COUNTY ROAD NO. 54, ABOUT 6.20 MI (9.98 KM) WEST-NORTHWEST OF
 AA2359'GREENVILLE AND ABOUT 7.35 MI (11.83 KM) EAST OF FOREST HOME. TO REACH
 AA2359'THE STATION FROM EXIT 128 ON I-65 (MILE POST 133.65 ON ALA 10) IN
 AA2359'GREENVILLE, DRIVE WEST ON ALA 10 FOR 3.20 MI (5.15 KM) TO MILE POST
 AA2359'130.45 AND BUTLER COUNTY ROAD NO. 54 ON THE RIGHT, TURN RIGHT ON
 AA2359'BUTLER COUNTY ROAD NO. 54 AND DRIVE NORTHWEST AND NORTH FOR 3.30 MI
 AA2359'(5.31 KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M)
 AA2359'WEST-NORTHWEST OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON
 AA2359'TREATED WOOD POSTS, 31.6 FT (9.6 M) EAST-SOUTHEAST OF THE CENTERLINE
 AA2359'OF BUTLER COUNTY ROAD NO. 54, 62.5 FT (19.1 M) NORTH-NORTHEAST OF THE
 AA2359'SOUTHWEST CORNER OF THE FENCE, 75.0 FT (22.9 M) NORTH-NORTHEAST OF THE
 AA2359'CENTER OF A DIRT DRIVEWAY, 90.5 FT (27.6 M) NORTH-NORTHEAST OF
 AA2359'TRANSFORMER POWER POLE NO. 8 19, 93.6 FT (28.5 M) NORTH-NORTHEAST OF
 AA2359'TELEPHONE CABLE PEDESTAL NO. P 73, 3.0 FT (0.9 M) WEST OF A CARSONITE
 AA2359'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-41 1992 MAY BE
 AA2359'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2360 ***********************************************************************
 AA2360  DESIGNATION -  7 43
 AA2360  PID         -  AA2360
 AA2360  STATE/COUNTY-  AL/BUTLER
 AA2360  USGS QUAD   -  GREENVILLE EAST (1986)
 AA2360
 AA2360                         *CURRENT SURVEY CONTROL
 AA2360  ___________________________________________________________________
 AA2360* NAD 83(1992)-  31 49 22.16836(N)    086 33 00.56245(W)     ADJUSTED  
 AA2360* NAVD 88     -       119.9    (meters)     393.     (feet)  VERTCON   
 AA2360  ___________________________________________________________________
 AA2360  X           -     326,419.300 (meters)                     COMP
 AA2360  Y           -  -5,414,692.047 (meters)                     COMP
 AA2360  Z           -   3,343,803.351 (meters)                     COMP
 AA2360  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 AA2360  ELLIP HEIGHT-          92.67  (meters)          (07/29/02) GPS OBS
 AA2360  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AA2360
 AA2360  HORZ ORDER  -  FIRST
 AA2360  ELLP ORDER  -  FOURTH    CLASS I
 AA2360
 AA2360.The horizontal coordinates were established by GPS observations
 AA2360.and adjusted by the National Geodetic Survey in November 1994..
 AA2360
 AA2360.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2360.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2360
 AA2360.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2360
 AA2360.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2360
 AA2360.The ellipsoidal height was determined by GPS observations
 AA2360.and is referenced to NAD 83.
 AA2360
 AA2360.The geoid height was determined by GEOID03.
 AA2360
 AA2360;                    North         East     Units Scale Factor Converg.
 AA2360;SPC AL W     -   202,472.461   689,921.732   MT  1.00003302   +0 30 03.2
 AA2360;UTM  16      - 3,520,885.528   542,571.847   MT  0.99962235   +0 14 13.9
 AA2360
 AA2360!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2360!SPC AL W     -   0.99998545  x   1.00003302  =   1.00001847
 AA2360!UTM  16      -   0.99998545  x   0.99962235  =   0.99960780
 AA2360
 AA2360                          SUPERSEDED SURVEY CONTROL
 AA2360
 AA2360  ELLIP H (11/30/94)   92.73   (m)                       GP(       ) 4 1
 AA2360  NGVD 29 (11/30/94)  119.9    (m)          393.     (f) GPS OBS        
 AA2360
 AA2360.Superseded values are not recommended for survey control.
 AA2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2360.See file dsdata.txt to determine how the superseded data were derived.
 AA2360
 AA2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4257220886(NAD 83)
 AA2360_MARKER: DD = SURVEY DISK
 AA2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2360_SP_SET: CONCRETE POST
 AA2360_STAMPING: 7-43 1992
 AA2360_MARK LOGO: ALHD  
 AA2360_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2360+STABILITY: SURFACE MOTION
 AA2360_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2360+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2360
 AA2360  HISTORY     - Date     Condition        Report By
 AA2360  HISTORY     - 1992     MONUMENTED       ALHD
 AA2360
 AA2360                          STATION DESCRIPTION
 AA2360
 AA2360'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2360'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2360'BUTLER COUNTY ROAD NO. 43, ABOUT 3.60 MI (5.79 KM) SOUTH-SOUTHEAST OF
 AA2360'SPRING HILL AND ABOUT 3.95 MI (6.36 KM) EAST OF GREENVILLE. TO REACH
 AA2360'THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST 137.95
 AA2360'ON ALA 10 AND MILE POST 139.30 ON U.S. 31) AT A TRAFFIC LIGHT IN
 AA2360'GREENVILLE, DRIVE SOUTHEAST ON ALA 10 FOR 0.45 MI (0.72 KM) TO MILE
 AA2360'POST 138.40 AND BUTLER COUNTY ROAD NO. 50 ON THE LEFT, TURN LEFT ON
 AA2360'BUTLER COUNTY ROAD NO. 50 AND DRIVE EAST FOR 2.25 MI (3.62 KM) TO
 AA2360'BUTLER COUNTY ROAD NO. 43 ON THE RIGHT, TURN RIGHT ON BUTLER COUNTY
 AA2360'ROAD NO. 43 AND DRIVE SOUTH FOR 0.55 MI (0.89 KM) TO THE STATION ON
 AA2360'THE RIGHT. THE STATION IS 3.5 FT (1.1 M) WEST OF THE CREST OF AN EIGHT
 AA2360'FOOT BACKSLOPE, 5.8 FT (1.8 M) EAST OF A SIX STRAND BARBED WIRE FENCE
 AA2360'ON TREATED WOOD POSTS, 35.0 FT (10.7 M) WEST OF THE CENTERLINE OF
 AA2360'BUTLER COUNTY ROAD NO. 43, 52.0 FT (15.8 M) NORTH OF THE NORTH ONE OF
 AA2360'TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 77.2 FT (23.5 M) WEST OF
 AA2360'THE NORTHWEST CORNER OF A BOARD FENCE ACROSS THE ROAD, 104.1 FT (31.7
 AA2360'M) NORTH OF TELEPHONE CABLE PEDESTAL NO. 15, 105.2 FT (32.1 M) NORTH
 AA2360'OF JUNCTION POWER POLE NO. 23 6, 109.2 FT (33.3 M) SOUTH-SOUTHWEST OF
 AA2360'THE SOUTH END OF AN EIGHTEEN-INCH CONCRETE PIPE UNDER A GRAVEL
 AA2360'DRIVEWAY ACROSS THE ROAD, 2.5 FT (0.8 M) EAST OF A CARSONITE WITNESS
 AA2360'POST, AND SET FLUSH WITH THE GROUND. STATION 7-44 1992 MAY BE USED AS
 AA2360'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2361 ***********************************************************************
 AA2361  DESIGNATION -  7 44
 AA2361  PID         -  AA2361
 AA2361  STATE/COUNTY-  AL/BUTLER
 AA2361  USGS QUAD   -  GREENVILLE EAST (1986)
 AA2361
 AA2361                         *CURRENT SURVEY CONTROL
 AA2361  ___________________________________________________________________
 AA2361* NAD 83(1992)-  31 49 45.02769(N)    086 32 59.74540(W)     ADJUSTED  
 AA2361* NAVD 88     -       121.4    (meters)     398.     (feet)  VERTCON   
 AA2361  ___________________________________________________________________
 AA2361  X           -     326,418.479 (meters)                     COMP
 AA2361  Y           -  -5,414,321.380 (meters)                     COMP
 AA2361  Z           -   3,344,402.374 (meters)                     COMP
 AA2361  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AA2361  ELLIP HEIGHT-          94.15  (meters)          (07/29/02) GPS OBS
 AA2361  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 AA2361
 AA2361  HORZ ORDER  -  FIRST
 AA2361  ELLP ORDER  -  FOURTH    CLASS I
 AA2361
 AA2361.The horizontal coordinates were established by GPS observations
 AA2361.and adjusted by the National Geodetic Survey in November 1994..
 AA2361
 AA2361.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2361.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2361
 AA2361.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2361
 AA2361.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2361
 AA2361.The ellipsoidal height was determined by GPS observations
 AA2361.and is referenced to NAD 83.
 AA2361
 AA2361.The geoid height was determined by GEOID03.
 AA2361
 AA2361;                    North         East     Units Scale Factor Converg.
 AA2361;SPC AL W     -   203,176.737   689,937.062   MT  1.00003306   +0 30 03.9
 AA2361;UTM  16      - 3,521,589.437   542,590.410   MT  0.99962237   +0 14 14.5
 AA2361
 AA2361!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2361!SPC AL W     -   0.99998522  x   1.00003306  =   1.00001828
 AA2361!UTM  16      -   0.99998522  x   0.99962237  =   0.99960759
 AA2361
 AA2361                          SUPERSEDED SURVEY CONTROL
 AA2361
 AA2361  ELLIP H (11/30/94)   94.21   (m)                       GP(       ) 4 1
 AA2361  NGVD 29 (11/30/94)  121.3    (m)          398.     (f) GPS OBS        
 AA2361
 AA2361.Superseded values are not recommended for survey control.
 AA2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2361.See file dsdata.txt to determine how the superseded data were derived.
 AA2361
 AA2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4259021589(NAD 83)
 AA2361_MARKER: DD = SURVEY DISK
 AA2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2361_SP_SET: CONCRETE POST
 AA2361_STAMPING: 7-44 1992
 AA2361_MARK LOGO: ALHD  
 AA2361_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2361+STABILITY: SURFACE MOTION
 AA2361_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2361+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2361
 AA2361  HISTORY     - Date     Condition        Report By
 AA2361  HISTORY     - 1992     MONUMENTED       ALHD
 AA2361
 AA2361                          STATION DESCRIPTION
 AA2361
 AA2361'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2361'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2361'BUTLER COUNTY ROAD NO. 43, ABOUT 3.25 MI (5.23 KM) SOUTH-SOUTHEAST OF
 AA2361'SPRING HILL AND ABOUT 4.00 MI (6.44 KM) EAST OF GREENVILLE. TO REACH
 AA2361'THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST 137.95
 AA2361'ON ALA 10 AND MILE POST 139.30 ON U.S. 31) AT A TRAFFIC LIGHT IN
 AA2361'GREENVILLE, DRIVE SOUTHEAST ON ALA 10 FOR 0.45 MI (0.72 KM) TO MILE
 AA2361'POST 138.40 AND BUTLER COUNTY ROAD NO. 50 ON THE LEFT, TURN LEFT ON
 AA2361'BUTLER COUNTY ROAD NO. 50 AND DRIVE EAST FOR 2.25 MI (3.62 KM) TO
 AA2361'BUTLER COUNTY ROAD NO. 43 ON THE RIGHT, TURN RIGHT ON BUTLER COUNTY
 AA2361'ROAD NO. 43 AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO THE STATION ON
 AA2361'THE LEFT. THE STATION IS 3.3 FT (1.0 M) WEST OF A FOUR STRAND BARBED
 AA2361'WIRE FENCE ON TREATED WOOD POSTS, 36.5 FT (11.1 M) EAST OF THE
 AA2361'CENTERLINE OF BUTLER COUNTY ROAD NO. 43, 156.3 FT (47.6 M) SOUTHEAST
 AA2361'OF CONCRETE RIGHT OF WAY MARKER POT 5 + 49.4 ACROSS THE ROAD, 158.0 FT
 AA2361'(48.2 M) SOUTHEAST OF POWER POLE NO. 1810 ACROSS THE ROAD, 3.0 FT (0.9
 AA2361'M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2361'STATION 7-43 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2362 ***********************************************************************
 AA2362  DESIGNATION -  7 45
 AA2362  PID         -  AA2362
 AA2362  STATE/COUNTY-  AL/BUTLER
 AA2362  USGS QUAD   -  MOODYS CROSSROADS (1971)
 AA2362
 AA2362                         *CURRENT SURVEY CONTROL
 AA2362  ___________________________________________________________________
 AA2362* NAD 83(1992)-  31 44 55.60234(N)    086 27 04.04073(W)     ADJUSTED  
 AA2362* NAVD 88     -       102.5    (meters)     336.     (feet)  GPS OBS   
 AA2362  ___________________________________________________________________
 AA2362  X           -     336,044.728 (meters)                     COMP
 AA2362  Y           -  -5,418,421.813 (meters)                     COMP
 AA2362  Z           -   3,336,815.159 (meters)                     COMP
 AA2362  LAPLACE CORR-           2.12  (seconds)                    DEFLEC99
 AA2362  ELLIP HEIGHT-          75.55  (meters)          (08/29/05) GPS OBS
 AA2362  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 AA2362
 AA2362  HORZ ORDER  -  A
 AA2362  ELLP ORDER  -  FOURTH    CLASS I
 AA2362
 AA2362.The horizontal coordinates were established by GPS observations
 AA2362.and adjusted by the National Geodetic Survey in August 2005..
 AA2362
 AA2362.The orthometric height was determined by GPS observations and a
 AA2362.high-resolution geoid model.
 AA2362
 AA2362.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2362
 AA2362.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2362
 AA2362.The ellipsoidal height was determined by GPS observations
 AA2362.and is referenced to NAD 83.
 AA2362
 AA2362.The geoid height was determined by GEOID03.
 AA2362
 AA2362;                    North         East     Units Scale Factor Converg.
 AA2362;SPC AL W     -   194,348.172   699,376.893   MT  1.00005509   +0 33 07.1
 AA2362;UTM  16      - 3,512,721.256   551,985.639   MT  0.99963333   +0 17 19.8
 AA2362
 AA2362!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2362!SPC AL W     -   0.99998814  x   1.00005509  =   1.00004323
 AA2362!UTM  16      -   0.99998814  x   0.99963333  =   0.99962147
 AA2362
 AA2362                          SUPERSEDED SURVEY CONTROL
 AA2362
 AA2362  ELLIP H (07/29/02)   75.50   (m)                       GP(       ) 4 1
 AA2362  NAD 83(1992)-  31 44 55.60318(N)    086 27 04.03989(W) AD(       ) 1
 AA2362  ELLIP H (11/30/94)   75.56   (m)                       GP(       ) 4 1
 AA2362  NGVD 29 (11/30/94)  102.4    (m)          336.     (f) GPS OBS        
 AA2362
 AA2362.Superseded values are not recommended for survey control.
 AA2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2362.See file dsdata.txt to determine how the superseded data were derived.
 AA2362
 AA2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5198612721(NAD 83)
 AA2362_MARKER: DD = SURVEY DISK
 AA2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2362_SP_SET: CONCRETE POST
 AA2362_STAMPING: 7-45 1992
 AA2362_MARK LOGO: ALHD  
 AA2362_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2362+STABILITY: SURFACE MOTION
 AA2362_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2362+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA2362
 AA2362  HISTORY     - Date     Condition        Report By
 AA2362  HISTORY     - 1992     MONUMENTED       ALHD
 AA2362  HISTORY     - 20040412 GOOD             ALHD
 AA2362  HISTORY     - 20040624 GOOD             ALDOT
 AA2362
 AA2362                          STATION DESCRIPTION
 AA2362
 AA2362'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2362'THE STATION IS LOCATED IN BUTLER COUNTY ON THE NORTH RIGHT OF WAY OF
 AA2362'ALA 10, ABOUT 8.50 MI (13.68 KM) WEST OF RUTLEDGE AND ABOUT 11.20 MI
 AA2362'(18.02 KM) SOUTHEAST OF GREENVILLE. TO REACH THE STATION FROM THE
 AA2362'JUNCTION OF U. S. 31 AND ALA 10 (MILE POST 137.95 ON ALA 10 AND MILE
 AA2362'POST 139.30 ON U. S. 31) AT A TRAFFIC LIGHT IN GREENVILLE, DRIVE EAST
 AA2362'AND SOUTHEAST ON ALA 10 10.80 MI (17.38 KM) TO MILE POST 148.75 AND
 AA2362'THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) SOUTH OF A
 AA2362'LEANING THREE STRAND BARBED WIRE FENCE ON WOOD POSTS, 35.6 FT (10.9 M)
 AA2362'NORTH OF THE CENTERLINE OF ALA 10, 195.5 FT (59.6 M) EAST OF POWER
 AA2362'POLE NO. 5 3 AT A POWER LINE CROSSING, 200.0 FT (61.0 M) WEST OF THE
 AA2362'CENTER OF A FIELD ROAD, 2.8 FT (0.9 M) SOUTH OF A CARSONITE WITNESS
 AA2362'POST, AND SET FLUSH WITH THE GROUND. STATION 21 - 20 1992 MAY BE USED
 AA2362'AS AN AZIMUTH FOR THIS STATION. NOTE - THIS STATION IS NEAR
 AA2362'TRIANGULATION STATION PATTON 1944 BUT WAS NOT CONNECTED.
 AA2362
 AA2362                          STATION RECOVERY (2004)
 AA2362
 AA2362'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA2362'RECOVERED IN GOOD CONDITION.
 AA2362
 AA2362                          STATION RECOVERY (2004)
 AA2362
 AA2362'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JDS)
 AA2362'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2363 ***********************************************************************
 AA2363  DESIGNATION -  7 46
 AA2363  PID         -  AA2363
 AA2363  STATE/COUNTY-  AL/BUTLER
 AA2363  USGS QUAD   -  FORT DEPOSIT (1986)
 AA2363
 AA2363                         *CURRENT SURVEY CONTROL
 AA2363  ___________________________________________________________________
 AA2363* NAD 83(1992)-  31 54 18.72307(N)    086 33 21.10541(W)     ADJUSTED  
 AA2363* NAVD 88     -       151.2    (meters)     496.     (feet)  VERTCON   
 AA2363  ___________________________________________________________________
 AA2363  X           -     325,591.926 (meters)                     COMP
 AA2363  Y           -  -5,409,937.617 (meters)                     COMP
 AA2363  Z           -   3,351,577.719 (meters)                     COMP
 AA2363  LAPLACE CORR-           1.53  (seconds)                    DEFLEC99
 AA2363  ELLIP HEIGHT-         123.90  (meters)          (07/29/02) GPS OBS
 AA2363  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AA2363
 AA2363  HORZ ORDER  -  FIRST
 AA2363  ELLP ORDER  -  FOURTH    CLASS I
 AA2363
 AA2363.The horizontal coordinates were established by GPS observations
 AA2363.and adjusted by the National Geodetic Survey in November 1994..
 AA2363
 AA2363.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2363.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2363
 AA2363.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2363
 AA2363.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2363
 AA2363.The ellipsoidal height was determined by GPS observations
 AA2363.and is referenced to NAD 83.
 AA2363
 AA2363.The geoid height was determined by GEOID03.
 AA2363
 AA2363;                    North         East     Units Scale Factor Converg.
 AA2363;SPC AL W     -   211,601.947   689,302.022   MT  1.00003165   +0 29 56.5
 AA2363;UTM  16      - 3,530,014.026   541,994.443   MT  0.99962175   +0 14 05.1
 AA2363
 AA2363!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2363!SPC AL W     -   0.99998055  x   1.00003165  =   1.00001220
 AA2363!UTM  16      -   0.99998055  x   0.99962175  =   0.99960230
 AA2363
 AA2363                          SUPERSEDED SURVEY CONTROL
 AA2363
 AA2363  ELLIP H (11/30/94)  123.97   (m)                       GP(       ) 4 1
 AA2363  NGVD 29 (11/30/94)  151.2    (m)          496.     (f) GPS OBS        
 AA2363
 AA2363.Superseded values are not recommended for survey control.
 AA2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2363.See file dsdata.txt to determine how the superseded data were derived.
 AA2363
 AA2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4199430014(NAD 83)
 AA2363_MARKER: DD = SURVEY DISK
 AA2363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2363_SP_SET: CONCRETE POST
 AA2363_STAMPING: 7-46 1992
 AA2363_MARK LOGO: ALHD  
 AA2363_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2363+STABILITY: SURFACE MOTION
 AA2363_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2363+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2363
 AA2363  HISTORY     - Date     Condition        Report By
 AA2363  HISTORY     - 1992     MONUMENTED       ALHD
 AA2363
 AA2363                          STATION DESCRIPTION
 AA2363
 AA2363'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2363'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2363'U.S. 31, ABOUT 2.55 MI (4.10 KM) NORTHEAST OF SPRING HILL AND ABOUT
 AA2363'6.30 MI (10.14 KM) NORTHEAST OF GREENVILLE. TO REACH THE STATION FROM
 AA2363'THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST 139.30 ON U.S. 31 AND
 AA2363'MILE 137.95 ON ALA 10) AT A TRAFFIC LIGHT IN GREENVILLE, DRIVE
 AA2363'NORTHEAST ON U.S. 31 FOR 5.55 MI (8.93 KM) TO MILE POST 144.85 AND THE
 AA2363'STATION ON THE LEFT. THE STATION IS 4.5 FT (1.4 M) WEST-NORTHWEST OF
 AA2363'THE CREST OF AN EIGHT FOOT BACKSLOPE, 60.3 FT (18.4 M) WEST-NORTHWEST
 AA2363'OF THE CENTERLINE OF U.S. 31, 110.7 FT (33.7 M) SOUTH-SOUTHWEST OF A
 AA2363'YELLOW CARSONITE GAS LINE MARKER, 137.7 FT (42.0 M) WEST-NORTHWEST OF
 AA2363'POWER POLE NO. 13 5 ACROSS U.S. 31, 1.8 FT (0.5 M) SOUTHEAST OF A
 AA2363'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-47
 AA2363'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2364 ***********************************************************************
 AA2364  DESIGNATION -  7 47
 AA2364  PID         -  AA2364
 AA2364  STATE/COUNTY-  AL/BUTLER
 AA2364  USGS QUAD   -  FORT DEPOSIT (1986)
 AA2364
 AA2364                         *CURRENT SURVEY CONTROL
 AA2364  ___________________________________________________________________
 AA2364* NAD 83(1992)-  31 54 51.20186(N)    086 32 49.93147(W)     ADJUSTED  
 AA2364* NAVD 88     -       159.6    (meters)     524.     (feet)  VERTCON   
 AA2364  ___________________________________________________________________
 AA2364  X           -     326,378.137 (meters)                     COMP
 AA2364  Y           -  -5,409,367.615 (meters)                     COMP
 AA2364  Z           -   3,352,431.388 (meters)                     COMP
 AA2364  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA2364  ELLIP HEIGHT-         132.29  (meters)          (07/29/02) GPS OBS
 AA2364  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 AA2364
 AA2364  HORZ ORDER  -  FIRST
 AA2364  ELLP ORDER  -  FOURTH    CLASS I
 AA2364
 AA2364.The horizontal coordinates were established by GPS observations
 AA2364.and adjusted by the National Geodetic Survey in November 1994..
 AA2364
 AA2364.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2364.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2364
 AA2364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2364
 AA2364.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2364
 AA2364.The ellipsoidal height was determined by GPS observations
 AA2364.and is referenced to NAD 83.
 AA2364
 AA2364.The geoid height was determined by GEOID03.
 AA2364
 AA2364;                    North         East     Units Scale Factor Converg.
 AA2364;SPC AL W     -   212,609.503   690,112.320   MT  1.00003344   +0 30 13.4
 AA2364;UTM  16      - 3,531,017.420   542,809.046   MT  0.99962260   +0 14 21.7
 AA2364
 AA2364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2364!SPC AL W     -   0.99997923  x   1.00003344  =   1.00001267
 AA2364!UTM  16      -   0.99997923  x   0.99962260  =   0.99960184
 AA2364
 AA2364                          SUPERSEDED SURVEY CONTROL
 AA2364
 AA2364  ELLIP H (11/30/94)  132.35   (m)                       GP(       ) 4 1
 AA2364  NGVD 29 (11/30/94)  159.6    (m)          524.     (f) GPS OBS        
 AA2364
 AA2364.Superseded values are not recommended for survey control.
 AA2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2364.See file dsdata.txt to determine how the superseded data were derived.
 AA2364
 AA2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4280931017(NAD 83)
 AA2364_MARKER: DD = SURVEY DISK
 AA2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2364_SP_SET: CONCRETE POST
 AA2364_STAMPING: 7-47 1992
 AA2364_MARK LOGO: ALHD  
 AA2364_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2364+STABILITY: SURFACE MOTION
 AA2364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2364+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2364
 AA2364  HISTORY     - Date     Condition        Report By
 AA2364  HISTORY     - 1992     MONUMENTED       ALHD
 AA2364
 AA2364                          STATION DESCRIPTION
 AA2364
 AA2364'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2364'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2364'U.S. 31, ABOUT 3.35 MI (5.39 KM) NORTHEAST OF SPRING HILL AND ABOUT
 AA2364'7.10 MI (11.43 KM) NORTHEAST OF GREENVILLE. TO REACH THE STATION FROM
 AA2364'THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST 139.30 ON U.S. 31 AND
 AA2364'MILE 137.95 ON ALA 10) AT A TRAFFIC LIGHT IN GREENVILLE, DRIVE
 AA2364'NORTHEAST ON U.S. 31 FOR 6.40 MI (10.30 KM) TO MILE POST 145.70 AND
 AA2364'THE STATION ON THE RIGHT. THE STATION IS 60.3 FT (18.4 M)
 AA2364'EAST-SOUTHEAST OF THE CENTERLINE OF U.S. 31, 122.6 FT (37.4 M)
 AA2364'NORTH-NORTHEAST OF POWER POLE NO. 214 9 1, 144.4 FT (44.0 M)
 AA2364'SOUTH-SOUTHWEST OF POWER POLE NO. 214 9 2, 191.4 FT (58.3 M)
 AA2364'SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO LP 4 5, 1.8 FT (0.5 M)
 AA2364'NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA2364'STATION 7-46 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2365 ***********************************************************************
 AA2365  DESIGNATION -  7 48
 AA2365  PID         -  AA2365
 AA2365  STATE/COUNTY-  AL/BUTLER
 AA2365  USGS QUAD   -  FORT DALE (1981)
 AA2365
 AA2365                         *CURRENT SURVEY CONTROL
 AA2365  ___________________________________________________________________
 AA2365* NAD 83(1992)-  31 55 48.39957(N)    086 38 21.50901(W)     ADJUSTED  
 AA2365* NAVD 88     -       160.1    (meters)     525.     (feet)  VERTCON   
 AA2365  ___________________________________________________________________
 AA2365  X           -     317,627.388 (meters)                     COMP
 AA2365  Y           -  -5,408,955.616 (meters)                     COMP
 AA2365  Z           -   3,353,926.952 (meters)                     COMP
 AA2365  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AA2365  ELLIP HEIGHT-         132.66  (meters)          (07/29/02) GPS OBS
 AA2365  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AA2365
 AA2365  HORZ ORDER  -  FIRST
 AA2365  ELLP ORDER  -  FOURTH    CLASS I
 AA2365
 AA2365.The horizontal coordinates were established by GPS observations
 AA2365.and adjusted by the National Geodetic Survey in November 1994..
 AA2365
 AA2365.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2365.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2365
 AA2365.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2365
 AA2365.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2365
 AA2365.The ellipsoidal height was determined by GPS observations
 AA2365.and is referenced to NAD 83.
 AA2365
 AA2365.The geoid height was determined by GEOID03.
 AA2365
 AA2365;                    North         East     Units Scale Factor Converg.
 AA2365;SPC AL W     -   214,298.363   681,387.050   MT  1.00001499   +0 27 18.8
 AA2365;UTM  16      - 3,532,745.827   534,095.199   MT  0.99961434   +0 11 26.8
 AA2365
 AA2365!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2365!SPC AL W     -   0.99997917  x   1.00001499  =   0.99999416
 AA2365!UTM  16      -   0.99997917  x   0.99961434  =   0.99959352
 AA2365
 AA2365:                Primary Azimuth Mark                     Grid Az
 AA2365:SPC AL W     -  7 49                                     022 42 27.3
 AA2365:UTM  16      -  7 49                                     022 58 19.3
 AA2365
 AA2365|---------------------------------------------------------------------|
 AA2365| PID    Reference Object                     Distance      Geod. Az  |
 AA2365|                                                           dddmmss.s |
 AA2365| AA2366 7 49                                411.346 METERS 0230946.1 |
 AA2365|---------------------------------------------------------------------|
 AA2365
 AA2365                          SUPERSEDED SURVEY CONTROL
 AA2365
 AA2365  ELLIP H (11/30/94)  132.72   (m)                       GP(       ) 4 1
 AA2365  NGVD 29 (11/30/94)  160.1    (m)          525.     (f) GPS OBS        
 AA2365
 AA2365.Superseded values are not recommended for survey control.
 AA2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2365.See file dsdata.txt to determine how the superseded data were derived.
 AA2365
 AA2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3409532746(NAD 83)
 AA2365_MARKER: DD = SURVEY DISK
 AA2365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2365_SP_SET: CONCRETE POST
 AA2365_STAMPING: 7-48 1992
 AA2365_MARK LOGO: ALHD  
 AA2365_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2365+STABILITY: SURFACE MOTION
 AA2365_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2365+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2365
 AA2365  HISTORY     - Date     Condition        Report By
 AA2365  HISTORY     - 1992     MONUMENTED       ALHD
 AA2365
 AA2365                          STATION DESCRIPTION
 AA2365
 AA2365'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2365'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2365'ALA 185, ABOUT 5.40 MI (8.69 KM) NORTHWEST OF SPRING HILL AND ABOUT
 AA2365'6.95 MI (11.18 KM) NORTH OF GREENVILLE. TO REACH THE STATION FROM EXIT
 AA2365'130 ON I-65 (MILE POST 5.30 ON ALA 185) IN GREENVILLE, DRIVE NORTHWEST
 AA2365'ON ALA 185 FOR 2.35 MI (3.78 KM) TO MILE POST 7.65 AND A
 AA2365'Y-INTERSECTION WITH ALA 185 ON THE RIGHT AND ALA 263 ON THE LEFT, BEAR
 AA2365'RIGHT ON ALA 185 AND DRIVE NORTH AND NORTHEAST FOR 3.85 MI (6.20 KM)
 AA2365'TO MILE POST 11.50 AND THE STATION ON THE LEFT. THE STATION IS 3.1 FT
 AA2365'(0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS,
 AA2365'31.4 FT (9.6 M) WEST OF THE CENTERLINE OF ALA 185, 46.0 FT (14.0 M)
 AA2365'SOUTH-SOUTHWEST OF A GRAPHIC SHARP CURVE SIGN, 55.4 FT (16.9 M) NORTH
 AA2365'OF A GRAPHIC SHARP CURVE SIGN, 148.3 FT (45.2 M) SOUTH-SOUTHWEST OF A
 AA2365'POWER POLE, 2.9 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 AA2365'SET FLUSH WITH THE GROUND. STATION 7-49 1992 MAY BE USED AS AN AZIMUTH
 AA2365'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2366 ***********************************************************************
 AA2366  DESIGNATION -  7 49
 AA2366  PID         -  AA2366
 AA2366  STATE/COUNTY-  AL/BUTLER
 AA2366  USGS QUAD   -  FORT DALE (1981)
 AA2366
 AA2366                         *CURRENT SURVEY CONTROL
 AA2366  ___________________________________________________________________
 AA2366* NAD 83(1992)-  31 56 00.67773(N)    086 38 15.34916(W)     ADJUSTED  
 AA2366* NAVD 88     -       171.2    (meters)     562.     (feet)  VERTCON   
 AA2366  ___________________________________________________________________
 AA2366  X           -     317,777.739 (meters)                     COMP
 AA2366  Y           -  -5,408,755.837 (meters)                     COMP
 AA2366  Z           -   3,354,253.783 (meters)                     COMP
 AA2366  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 AA2366  ELLIP HEIGHT-         143.75  (meters)          (07/29/02) GPS OBS
 AA2366  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AA2366
 AA2366  HORZ ORDER  -  FIRST
 AA2366  ELLP ORDER  -  FOURTH    CLASS I
 AA2366
 AA2366.The horizontal coordinates were established by GPS observations
 AA2366.and adjusted by the National Geodetic Survey in November 1994..
 AA2366
 AA2366.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2366.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2366
 AA2366.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2366
 AA2366.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2366
 AA2366.The ellipsoidal height was determined by GPS observations
 AA2366.and is referenced to NAD 83.
 AA2366
 AA2366.The geoid height was determined by GEOID03.
 AA2366
 AA2366;                    North         East     Units Scale Factor Converg.
 AA2366;SPC AL W     -   214,677.830   681,545.843   MT  1.00001531   +0 27 22.2
 AA2366;UTM  16      - 3,533,124.405   534,255.678   MT  0.99961447   +0 11 30.1
 AA2366
 AA2366!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2366!SPC AL W     -   0.99997743  x   1.00001531  =   0.99999274
 AA2366!UTM  16      -   0.99997743  x   0.99961447  =   0.99959191
 AA2366
 AA2366:                Primary Azimuth Mark                     Grid Az
 AA2366:SPC AL W     -  7 48                                     202 42 27.1
 AA2366:UTM  16      -  7 48                                     202 58 19.2
 AA2366
 AA2366|---------------------------------------------------------------------|
 AA2366| PID    Reference Object                     Distance      Geod. Az  |
 AA2366|                                                           dddmmss.s |
 AA2366| AA2365 7 48                                411.346 METERS 2030949.3 |
 AA2366|---------------------------------------------------------------------|
 AA2366
 AA2366                          SUPERSEDED SURVEY CONTROL
 AA2366
 AA2366  ELLIP H (11/30/94)  143.81   (m)                       GP(       ) 4 1
 AA2366  NGVD 29 (11/30/94)  171.1    (m)          561.     (f) GPS OBS        
 AA2366
 AA2366.Superseded values are not recommended for survey control.
 AA2366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2366.See file dsdata.txt to determine how the superseded data were derived.
 AA2366
 AA2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3425633124(NAD 83)
 AA2366_MARKER: DD = SURVEY DISK
 AA2366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2366_SP_SET: CONCRETE POST
 AA2366_STAMPING: 7-49 1992
 AA2366_MARK LOGO: ALHD  
 AA2366_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2366+STABILITY: SURFACE MOTION
 AA2366_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2366+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2366
 AA2366  HISTORY     - Date     Condition        Report By
 AA2366  HISTORY     - 1992     MONUMENTED       ALHD
 AA2366
 AA2366                          STATION DESCRIPTION
 AA2366
 AA2366'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2366'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2366'ALA 185, ABOUT 5.50 MI (8.85 KM) NORTHWEST OF SPRING HILL AND ABOUT
 AA2366'7.15 MI (11.51 KM) NORTH OF GREENVILLE. TO REACH THE STATION FROM EXIT
 AA2366'130 ON I-65 (MILE POST 5.30 ON ALA 185) IN GREENVILLE, DRIVE NORTHWEST
 AA2366'ON ALA 185 FOR 2.35 MI (3.78 KM) TO MILE POST 7.65 AND A
 AA2366'Y-INTERSECTION WITH ALA 185 ON THE RIGHT AND ALA 263 ON THE LEFT, BEAR
 AA2366'RIGHT ON ALA 185 AND DRIVE NORTH AND NORTHEAST FOR 4.10 MI (6.60 KM)
 AA2366'TO MILE POST 11.75 AND THE STATION ON THE RIGHT. THE STATION IS 2.7 FT
 AA2366'(0.8 M) WEST OF A FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS,
 AA2366'10.2 FT (3.1 M) SOUTH-SOUTHWEST OF THE SOUTH TWELVE-INCH WOOD POST OF
 AA2366'A CATTLE GAP IN THE FENCE LINE, 19.0 FT (5.8 M) SOUTH OF THE CENTER OF
 AA2366'A FIELD ROAD, 33.4 FT (10.2 M) EAST OF THE CENTERLINE OF ALA 185, 95.8
 AA2366'FT (29.2 M) SOUTHEAST OF A POWER POLE WITH ONE GUY WIRE ACROSS ALA
 AA2366'185, 3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2366'WITH THE GROUND. STATION 7-48 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2366'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2026 ***********************************************************************
 BU2026  DESIGNATION -  7 5
 BU2026  PID         -  BU2026
 BU2026  STATE/COUNTY-  AL/BUTLER
 BU2026  USGS QUAD   -  FORT DEPOSIT (1986)
 BU2026
 BU2026                         *CURRENT SURVEY CONTROL
 BU2026  ___________________________________________________________________
 BU2026* NAD 83(1992)-  31 57 24.82489(N)    086 30 36.41283(W)     ADJUSTED  
 BU2026* NAVD 88     -       141.1    (meters)     463.     (feet)  VERTCON   
 BU2026  ___________________________________________________________________
 BU2026  X           -     329,726.322 (meters)                     COMP
 BU2026  Y           -  -5,406,641.168 (meters)                     COMP
 BU2026  Z           -   3,356,437.323 (meters)                     COMP
 BU2026  LAPLACE CORR-           1.25  (seconds)                    DEFLEC99
 BU2026  ELLIP HEIGHT-         113.80  (meters)          (07/29/02) GPS OBS
 BU2026  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BU2026
 BU2026  HORZ ORDER  -  FIRST
 BU2026  ELLP ORDER  -  FOURTH    CLASS I
 BU2026
 BU2026.The horizontal coordinates were established by GPS observations
 BU2026.and adjusted by the National Geodetic Survey in December 1992..
 BU2026
 BU2026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2026
 BU2026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2026
 BU2026.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2026
 BU2026.The ellipsoidal height was determined by GPS observations
 BU2026.and is referenced to NAD 83.
 BU2026
 BU2026.The geoid height was determined by GEOID03.
 BU2026
 BU2026;                    North         East     Units Scale Factor Converg.
 BU2026;SPC AL W     -   217,372.774   693,576.932   MT  1.00004129   +0 31 26.3
 BU2026;UTM  16      - 3,535,762.686   546,294.172   MT  0.99962643   +0 15 33.5
 BU2026
 BU2026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2026!SPC AL W     -   0.99998213  x   1.00004129  =   1.00002342
 BU2026!UTM  16      -   0.99998213  x   0.99962643  =   0.99960857
 BU2026
 BU2026                          SUPERSEDED SURVEY CONTROL
 BU2026
 BU2026  ELLIP H (12/04/92)  113.88   (m)                       GP(       ) 4 1
 BU2026  NAD 83(1986)-  31 57 24.83354(N)    086 30 36.41498(W) AD(       ) 1
 BU2026  NGVD 29 (12/04/92)  141.1    (m)          463.     (f) GPS OBS        
 BU2026
 BU2026.Superseded values are not recommended for survey control.
 BU2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2026.See file dsdata.txt to determine how the superseded data were derived.
 BU2026
 BU2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4629435763(NAD 83)
 BU2026_MARKER: DD = SURVEY DISK
 BU2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2026_SP_SET: CONCRETE POST
 BU2026_STAMPING: 7-5 1989
 BU2026_MARK LOGO: ALHD  
 BU2026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2026+STABILITY: SURFACE MOTION
 BU2026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2026+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2026
 BU2026  HISTORY     - Date     Condition        Report By
 BU2026  HISTORY     - 1989     MONUMENTED       ALHD
 BU2026  HISTORY     - 19930608 GOOD             ALHD
 BU2026
 BU2026                          STATION DESCRIPTION
 BU2026
 BU2026'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2026'THE STATION IS LOCATED ON THE SOUTHEAST RIGHT OF WAY OF UNITED STATES
 BU2026'HIGHWAY 31, ABOUT 17.38 KM (10.80 MI) NORTHEAST OF GREENVILLE AND
 BU2026'ABOUT 18.67 KM (11.60 MI) WEST OF HIGHLAND HOME.
 BU2026'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 31 AND
 BU2026'ALABAMA HIGHWAY 10 ON THE EAST SIDE OF GREENVILLE, DRIVE NORTH ON
 BU2026'HIGHWAY 31 FOR 16.17 KM (10.05 MI) TO MILE POST 149.30 AND THE STATION
 BU2026'ON THE RIGHT NEAR THE TOP OF A 20 FOOT BACKSLOPE.
 BU2026'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 17.28 M (56.7 FT)
 BU2026'SOUTHEAST OF THE CENTER LINE OF HIGHWAY 31, 12.80 M (42.0 FT)
 BU2026'SOUTH-SOUTHWEST OF A RED TOP STEEL FENCE POST, 27.43 M (90.0 FT)
 BU2026'SOUTHWEST OF A POWER POLE, 0.85 M (2.8 FT) SOUTHEAST OF THE CREST OF A
 BU2026'6.1 M (20.0 FT) BACKSLOPE, AND 1.10 M (3.6 FT) NORTHEAST OF A
 BU2026'CARSONITE WITNESS POST.
 BU2026'STATION 7-6 CAN BE USED AS AN AZIMUTH.
 BU2026
 BU2026                          STATION RECOVERY (1993)
 BU2026
 BU2026'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2367 ***********************************************************************
 AA2367  DESIGNATION -  7 50
 AA2367  PID         -  AA2367
 AA2367  STATE/COUNTY-  AL/BUTLER
 AA2367  USGS QUAD   -  GEORGIANA WEST (1981)
 AA2367
 AA2367                         *CURRENT SURVEY CONTROL
 AA2367  ___________________________________________________________________
 AA2367* NAD 83(1992)-  31 41 45.02877(N)    086 47 02.28378(W)     ADJUSTED  
 AA2367* NAVD 88     -        85.1    (meters)     279.     (feet)  VERTCON   
 AA2367  ___________________________________________________________________
 AA2367  X           -     304,734.585 (meters)                     COMP
 AA2367  Y           -  -5,423,348.895 (meters)                     COMP
 AA2367  Z           -   3,331,812.857 (meters)                     COMP
 AA2367  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 AA2367  ELLIP HEIGHT-          57.70  (meters)          (07/29/02) GPS OBS
 AA2367  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 AA2367
 AA2367  HORZ ORDER  -  FIRST
 AA2367  ELLP ORDER  -  FOURTH    CLASS I
 AA2367
 AA2367.The horizontal coordinates were established by GPS observations
 AA2367.and adjusted by the National Geodetic Survey in November 1994..
 AA2367
 AA2367.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2367.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2367
 AA2367.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2367
 AA2367.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2367
 AA2367.The ellipsoidal height was determined by GPS observations
 AA2367.and is referenced to NAD 83.
 AA2367
 AA2367.The geoid height was determined by GEOID03.
 AA2367
 AA2367;                    North         East     Units Scale Factor Converg.
 AA2367;SPC AL W     -   188,222.982   667,878.814   MT  0.99999014   +0 22 34.4
 AA2367;UTM  16      - 3,506,743.085   520,472.499   MT  0.99960517   +0 06 48.6
 AA2367
 AA2367!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2367!SPC AL W     -   0.99999094  x   0.99999014  =   0.99998108
 AA2367!UTM  16      -   0.99999094  x   0.99960517  =   0.99959611
 AA2367
 AA2367                          SUPERSEDED SURVEY CONTROL
 AA2367
 AA2367  ELLIP H (11/30/94)   57.76   (m)                       GP(       ) 4 1
 AA2367  NGVD 29 (11/30/94)   85.1    (m)          279.     (f) GPS OBS        
 AA2367
 AA2367.Superseded values are not recommended for survey control.
 AA2367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2367.See file dsdata.txt to determine how the superseded data were derived.
 AA2367
 AA2367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2047206743(NAD 83)
 AA2367_MARKER: DD = SURVEY DISK
 AA2367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2367_SP_SET: CONCRETE POST
 AA2367_STAMPING: 7-50 1992
 AA2367_MARK LOGO: ALHD  
 AA2367_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2367+STABILITY: SURFACE MOTION
 AA2367_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2367+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2367
 AA2367  HISTORY     - Date     Condition        Report By
 AA2367  HISTORY     - 1992     MONUMENTED       ALHD
 AA2367
 AA2367                          STATION DESCRIPTION
 AA2367
 AA2367'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2367'THE STATION IS LOCATED IN BUTLER COUNTY IN THE BUTLER COUNTY WILDLIFE
 AA2367'MANAGEMENT AREA, ON PROPERTY OWNED BY UNION CAMP CORPORATION, ABOUT
 AA2367'4.75 MI (7.64 KM) NORTH-NORTHWEST OF GEORGIANA AND ABOUT 13.40 MI
 AA2367'(21.56 KM) SOUTHWEST OF GREENVILLE. TO REACH THE STATION FROM EXIT 114
 AA2367'ON I-65 (MILE POST 9.80 ON ALA 106) IN GEORGIANA, DRIVE EAST AND
 AA2367'SOUTHEAST ON ALA 106 FOR 1.75 MI (2.82 KM) TO MILE POST 11.55, A
 AA2367'CAUTION LIGHT AT THE END OF THE FOUR LANE, AND EBENEZER ROAD ON THE
 AA2367'LEFT, TURN LEFT ON EBENEZER ROAD AND DRIVE NORTH FOR 1.45 MI (2.33 KM)
 AA2367'TO A Y-INTERSECTION WITH A PAVED STREET LEFT AND RIGHT, BEAR LEFT ON
 AA2367'THE PAVED STREET AND DRIVE NORTH FOR 0.60 MI (0.97 KM) TO THE END OF
 AA2367'PAVEMENT, CONTINUE NORTH FOR 0.35 MI (0.56 KM) TO A Y-INTERSECTION
 AA2367'WITH A GRAVEL ROAD LEFT AND RIGHT, BEAR LEFT ON THE GRAVEL ROAD AND
 AA2367'DRIVE NORTHWEST FOR 0.25 MI (0.40 KM) TO THE BEGINNING OF PAVEMENT,
 AA2367'CONTINUE NORTHWEST, CROSSING I-65, FOR 0.40 MI (0.64 KM) TO THE END OF
 AA2367'PAVEMENT, CONTINUE NORTHWEST FOR 0.75 MI (1.21 KM) TO A
 AA2367'Y-INTERSECTION, BEAR RIGHT ON THE MAIN GRAVEL ROAD AND DRIVE NORTHWEST
 AA2367'FOR 1.30 MI (2.09 KM) TO A Y-INTERSECTION, BEAR LEFT ON THE MAIN
 AA2367'GRAVEL ROAD AND DRIVE NORTHWEST FOR 0.85 MI (1.37 KM) TO THE NORTHEAST
 AA2367'CORNER OF A TRIANGULAR INTERSECTION JUST PAST THE WEST END OF A WOOD
 AA2367'BRIDGE, BEAR LEFT AND DRIVE SOUTH FOR 0.45 MI (0.72 KM) TO THE STATION
 AA2367'ON THE RIGHT JUST PAST A SHARP CURVE TO THE LEFT. THE STATION IS
 AA2367'LOCATED IN A CLEAR CUT AREA PLANTED IN SMALL PINES, 23.0 FT (7.0 M)
 AA2367'WEST-SOUTHWEST OF THE CENTER OF A WOODS ROAD, 1.7 FT (0.5 M) EAST OF A
 AA2367'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-51
 AA2367'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH3881 ***********************************************************************
 AH3881  HT_MOD      -  This is a Height Modernization Survey Station.
 AH3881  DESIGNATION -  7 502
 AH3881  PID         -  AH3881
 AH3881  STATE/COUNTY-  AL/WILCOX
 AH3881  USGS QUAD   -  LEE LONG BRIDGE (1974)
 AH3881
 AH3881                         *CURRENT SURVEY CONTROL
 AH3881  ___________________________________________________________________
 AH3881* NAD 83(1992)-  32 05 43.70375(N)    087 23 49.37431(W)     ADJUSTED  
 AH3881* NAVD 88     -        29.48   (meters)      96.7    (feet)  GPS OBS   
 AH3881  ___________________________________________________________________
 AH3881  X           -     245,621.415 (meters)                     COMP
 AH3881  Y           -  -5,402,861.677 (meters)                     COMP
 AH3881  Z           -   3,369,405.721 (meters)                     COMP
 AH3881  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 AH3881  ELLIP HEIGHT-           1.59  (meters)          (06/19/02) GPS OBS
 AH3881  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AH3881
 AH3881  HORZ ORDER  -  B
 AH3881  ELLP ORDER  -  FOURTH    CLASS I
 AH3881
 AH3881.The horizontal coordinates were established by GPS observations
 AH3881.and adjusted by the National Geodetic Survey in October 1998..
 AH3881
 AH3881.The orthometric height was determined by GPS observations and a
 AH3881.high-resolution geoid model using precise GPS observation and
 AH3881.processing techniques.
 AH3881
 AH3881.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AH3881
 AH3881.The Laplace correction was computed from DEFLEC99 derived deflections.
 AH3881
 AH3881.The ellipsoidal height was determined by GPS observations
 AH3881.and is referenced to NAD 83.
 AH3881
 AH3881.The geoid height was determined by GEOID03.
 AH3881
 AH3881;                    North         East     Units Scale Factor Converg.
 AH3881;SPC AL W     -   232,314.992   609,717.479   MT  0.99993450   +0 03 16.9
 AH3881;UTM  16      - 3,551,087.237   462,535.437   MT  0.99961731   -0 12 39.5
 AH3881
 AH3881!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AH3881!SPC AL W     -   0.99999975  x   0.99993450  =   0.99993425
 AH3881!UTM  16      -   0.99999975  x   0.99961731  =   0.99961706
 AH3881
 AH3881                          SUPERSEDED SURVEY CONTROL
 AH3881
 AH3881  ELLIP H (10/13/98)    1.60   (m)                       GP(       ) 2 1
 AH3881
 AH3881.Superseded values are not recommended for survey control.
 AH3881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AH3881.See file dsdata.txt to determine how the superseded data were derived.
 AH3881
 AH3881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6253551087(NAD 83)
 AH3881_MARKER: DD = SURVEY DISK
 AH3881_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 AH3881_STAMPING: 7-502 1982
 AH3881_MARK LOGO: USE   
 AH3881_PROJECTION: FLUSH
 AH3881_MAGNETIC: N = NO MAGNETIC MATERIAL
 AH3881_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH3881_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AH3881+SATELLITE: SATELLITE OBSERVATIONS - 1982
 AH3881
 AH3881  HISTORY     - Date     Condition        Report By
 AH3881  HISTORY     - 1982     MONUMENTED       USE
 AH3881
 AH3881                          STATION DESCRIPTION
 AH3881
 AH3881'DESCRIBED BY US ENGINEERS 1982
 AH3881'THE STATION IS LOCATED ABOUT 48.0 KM (29.80 MI) SOUTHWEST OF SELMA,
 AH3881'15.0 KM (9.30 MI) NORTHWEST OF CAMDEN, AT THE MILLERS FERRY LOCK AND
 AH3881'DAM SITE, NORTH OF THE POWERHOUSE, ALONG THE WEST SIDE OF THE DIKE
 AH3881'ROAD LEADING TO THE LOCK.OWNERSHIP--U.S.  ARMY CORPS OF ENGINEERS,
 AH3881'MILLERS FERRY, 1606 POWERHOUSE ROAD, CAMDEN AL.  36727, PHONE
 AH3881'334-682-4655, FAX 334-682-9060.  CONTACT PAUL DELUCAS, JAY SHELLEY, OR
 AH3881'SITE MANGER LARRY REEVES, 24 HOURS IN ADVANCE AND UPON ARRIVAL. THERE
 AH3881'IS A PHONE ON THE POWERHOUSE WALL TO THE RIGHT OF THE ENTRANCE DOOR.
 AH3881'DIAL 0 TO TALK TO PERSONNEL FOR ACCESS ARRANGEMENTS.  GATE ACROSS DAM
 AH3881'ROAD IS LOCKED BETWEEN 2 P.M.  AND 6 A.M.  DAILY.  TO REACH THE
 AH3881'STATION FROM THE JUNCTION OF STATE HIGHWAYS 28 WEST AND 221 SOUTH,
 AH3881'ABOUT 9.65 KM (6.00 MI) NORTWEST OF CAMDEN, GO NORTH FOR 4.82 KM (3.00
 AH3881'MI) ON HIGHWAY 28 WEST TO THE MILLERS FERRY LOCK AND DAM ROAD AND SIGN
 AH3881'ON THE LEFT.  TURN LEFT, WEST, FOR 2.76 KM (1.70 MI) ON THE DAM AND
 AH3881'LOCK ROAD, THROUGH THE ENTRANCE AND CROSSING A CATTLE GUARD TO THE
 AH3881'DGPS ANTENNA (CORS SITE) ON THE LEFT.  CONTINUE WEST FOR 0.48 KM (0.30
 AH3881'MI) ON THE DAM ROAD TO THE POWERHOUSE, DAM AND GATE. PASS THROUGH THE
 AH3881'GATE, NORTHWEST FOR 0.64 KM (0.40 MI) CROSSING THE DAM, THEN NORTH ON
 AH3881'THE DIKE ROAD TO THE STATION ON THE LEFT.  THE DATUM POINT IS THE TOP
 AH3881'CENTER OF AN ALUMINUM SURVEY DISK CRIMPED TO THE TOP OF A STAINLESS
 AH3881'STEEL ROD THAT IS PROJECTING 0.2 M (0.7 FT) ABOVE THE GROUND ENCHASED
 AH3881'IN A 6-INCH PVC PIPE PROJECTING ABOUT 0.3 M (1.0 FT) ADOVE THE GROUND.
 AH3881'THE STATION IS 41.2 M (135.2 FT) NORTH-NORTHWEST OF THE 9TH METAL
 AH3881'LIGHT POLE NORTH OF THE POWERHOUSE, 21.0 M (68.9 FT) WEST OF THE
 AH3881'CENTER OF THE DIKE/LOCK ROAD, 0.8 M (2.6 FT) NORTH, SOUTH, AND EAST OF
 AH3881'THREE 5-INCH BY 5-INCH TREATED POSTS AROUND THE STATION.  ROD DEPTH IS
 AH3881'UNKNOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2368 ***********************************************************************
 AA2368  DESIGNATION -  7 51
 AA2368  PID         -  AA2368
 AA2368  STATE/COUNTY-  AL/BUTLER
 AA2368  USGS QUAD   -  GEORGIANA WEST (1981)
 AA2368
 AA2368                         *CURRENT SURVEY CONTROL
 AA2368  ___________________________________________________________________
 AA2368* NAD 83(1992)-  31 42 07.50029(N)    086 47 09.89890(W)     ADJUSTED  
 AA2368* NAVD 88     -        89.7    (meters)     294.     (feet)  VERTCON   
 AA2368  ___________________________________________________________________
 AA2368  X           -     304,514.189 (meters)                     COMP
 AA2368  Y           -  -5,423,000.932 (meters)                     COMP
 AA2368  Z           -   3,332,404.160 (meters)                     COMP
 AA2368  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 AA2368  ELLIP HEIGHT-          62.30  (meters)          (07/29/02) GPS OBS
 AA2368  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 AA2368
 AA2368  HORZ ORDER  -  FIRST
 AA2368  ELLP ORDER  -  FOURTH    CLASS I
 AA2368
 AA2368.The horizontal coordinates were established by GPS observations
 AA2368.and adjusted by the National Geodetic Survey in November 1994..
 AA2368
 AA2368.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2368.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2368
 AA2368.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2368
 AA2368.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2368
 AA2368.The ellipsoidal height was determined by GPS observations
 AA2368.and is referenced to NAD 83.
 AA2368
 AA2368.The geoid height was determined by GEOID03.
 AA2368
 AA2368;                    North         East     Units Scale Factor Converg.
 AA2368;SPC AL W     -   188,913.778   667,673.749   MT  0.99998980   +0 22 30.6
 AA2368;UTM  16      - 3,507,434.548   520,270.682   MT  0.99960507   +0 06 44.7
 AA2368
 AA2368!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2368!SPC AL W     -   0.99999022  x   0.99998980  =   0.99998002
 AA2368!UTM  16      -   0.99999022  x   0.99960507  =   0.99959529
 AA2368
 AA2368                          SUPERSEDED SURVEY CONTROL
 AA2368
 AA2368  ELLIP H (11/30/94)   62.36   (m)                       GP(       ) 4 1
 AA2368  NGVD 29 (11/30/94)   89.7    (m)          294.     (f) GPS OBS        
 AA2368
 AA2368.Superseded values are not recommended for survey control.
 AA2368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2368.See file dsdata.txt to determine how the superseded data were derived.
 AA2368
 AA2368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2027107435(NAD 83)
 AA2368_MARKER: DD = SURVEY DISK
 AA2368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2368_SP_SET: CONCRETE POST
 AA2368_STAMPING: 7-51 1992
 AA2368_MARK LOGO: ALHD  
 AA2368_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2368+STABILITY: SURFACE MOTION
 AA2368_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2368+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2368
 AA2368  HISTORY     - Date     Condition        Report By
 AA2368  HISTORY     - 1992     MONUMENTED       ALHD
 AA2368
 AA2368                          STATION DESCRIPTION
 AA2368
 AA2368'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2368'THE STATION IS LOCATED IN BUTLER COUNTY IN THE BUTLER COUNTY WILDLIFE
 AA2368'MANAGEMENT AREA, ON PROPERTY OWNED BY UNION CAMP CORPORATION, ABOUT
 AA2368'5.20 MI (8.37 KM) NORTH-NORTHWEST OF GEORGIANA AND ABOUT 13.25 MI
 AA2368'(21.32 KM) SOUTHWEST OF GREENVILLE. TO REACH THE STATION FROM EXIT 114
 AA2368'ON I-65 (MILE POST 9.80 ON ALA 106) IN GEORGIANA, DRIVE EAST AND
 AA2368'SOUTHEAST ON ALA 106 FOR 1.75 MI (2.82 KM) TO MILE POST 11.55, A
 AA2368'CAUTION LIGHT AT THE END OF THE FOUR LANE, AND EBENEZER ROAD ON THE
 AA2368'LEFT, TURN LEFT ON EBENEZER ROAD AND DRIVE NORTH FOR 1.45 MI (2.33 KM)
 AA2368'TO A Y-INTERSECTION WITH A PAVED STREET LEFT AND RIGHT, BEAR LEFT ON
 AA2368'THE PAVED STREET AND DRIVE NORTH FOR 0.60 MI (0.97 KM) TO THE END OF
 AA2368'PAVEMENT, CONTINUE NORTH FOR 0.35 MI (0.56 KM) TO A Y-INTERSECTION
 AA2368'WITH A GRAVEL ROAD LEFT AND RIGHT, BEAR LEFT ON THE GRAVEL ROAD AND
 AA2368'DRIVE NORTHWEST FOR 0.25 MI (0.40 KM) TO THE BEGINNING OF PAVEMENT,
 AA2368'CONTINUE NORTHWEST, CROSSING I-65, FOR 0.40 MI (0.64 KM) TO THE END OF
 AA2368'PAVEMENT, CONTINUE NORTHWEST FOR 0.75 MI (1.21 KM) TO A
 AA2368'Y-INTERSECTION, BEAR RIGHT ON THE MAIN GRAVEL ROAD AND DRIVE NORTHWEST
 AA2368'FOR 1.30 MI (2.09 KM) TO A Y-INTERSECTION, BEAR LEFT ON THE MAIN
 AA2368'GRAVEL ROAD AND DRIVE NORTHWEST FOR 0.85 MI (1.37 KM) TO THE NORTHEAST
 AA2368'CORNER OF A TRIANGULAR INTERSECTION JUST PAST THE WEST END OF A WOOD
 AA2368'BRIDGE, CONTINUE NORTHWEST FOR 0.05 MI (0.08 KM) TO THE NORTHWEST
 AA2368'CORNER OF THE TRIANGULAR INTERSECTION WITH A WOODS ROAD LEFT, A WOODS
 AA2368'ROAD AHEAD, AND THE MAIN GRAVEL ROAD TO THE RIGHT, CONTINUE AHEAD ON
 AA2368'THE WOODS ROAD AND DRIVE WEST FOR 0.15 MI (0.24 KM) TO THE TOP OF A
 AA2368'LOW HILL AND THE STATION ON THE LEFT. THE STATION IS LOCATED IN A
 AA2368'CLEAR CUT AREA PLANTED IN SMALL PINES, 42.0 FT (12.8 M) SOUTH OF THE
 AA2368'CENTER OF A WOODS ROAD, 2.0 FT (0.6 M) NORTHEAST OF A CARSONITE
 AA2368'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-50 1992 MAY BE
 AA2368'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2369 ***********************************************************************
 AA2369  DESIGNATION -  7 52
 AA2369  PID         -  AA2369
 AA2369  STATE/COUNTY-  AL/BUTLER
 AA2369  USGS QUAD   -  DANIELSVILLE (1971)
 AA2369
 AA2369                         *CURRENT SURVEY CONTROL
 AA2369  ___________________________________________________________________
 AA2369* NAD 83(1992)-  31 55 35.12798(N)    086 26 53.83499(W)     ADJUSTED  
 AA2369* NAVD 88     -       132.4    (meters)     434.     (feet)  VERTCON   
 AA2369  ___________________________________________________________________
 AA2369  X           -     335,670.659 (meters)                     COMP
 AA2369  Y           -  -5,408,059.116 (meters)                     COMP
 AA2369  Z           -   3,353,565.477 (meters)                     COMP
 AA2369  LAPLACE CORR-           1.80  (seconds)                    DEFLEC99
 AA2369  ELLIP HEIGHT-         105.19  (meters)          (07/29/02) GPS OBS
 AA2369  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 AA2369
 AA2369  HORZ ORDER  -  FIRST
 AA2369  ELLP ORDER  -  FOURTH    CLASS I
 AA2369
 AA2369.The horizontal coordinates were established by GPS observations
 AA2369.and adjusted by the National Geodetic Survey in November 1994..
 AA2369
 AA2369.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2369.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2369
 AA2369.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2369
 AA2369.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2369
 AA2369.The ellipsoidal height was determined by GPS observations
 AA2369.and is referenced to NAD 83.
 AA2369
 AA2369.The geoid height was determined by GEOID03.
 AA2369
 AA2369;                    North         East     Units Scale Factor Converg.
 AA2369;SPC AL W     -   214,049.029   699,454.746   MT  1.00005528   +0 33 22.4
 AA2369;UTM  16      - 3,532,413.237   552,154.124   MT  0.99963354   +0 17 30.4
 AA2369
 AA2369!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2369!SPC AL W     -   0.99998348  x   1.00005528  =   1.00003876
 AA2369!UTM  16      -   0.99998348  x   0.99963354  =   0.99961703
 AA2369
 AA2369:                Primary Azimuth Mark                     Grid Az
 AA2369:SPC AL W     -  21 21                                    042 12 58.1
 AA2369:UTM  16      -  21 21                                    042 28 50.1
 AA2369
 AA2369|---------------------------------------------------------------------|
 AA2369| PID    Reference Object                     Distance      Geod. Az  |
 AA2369|                                                           dddmmss.s |
 AA2369| AA2574 21 21                               450.494 METERS 0424620.5 |
 AA2369|---------------------------------------------------------------------|
 AA2369
 AA2369                          SUPERSEDED SURVEY CONTROL
 AA2369
 AA2369  ELLIP H (11/30/94)  105.26   (m)                       GP(       ) 4 1
 AA2369  NGVD 29 (11/30/94)  132.4    (m)          434.     (f) GPS OBS        
 AA2369
 AA2369.Superseded values are not recommended for survey control.
 AA2369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2369.See file dsdata.txt to determine how the superseded data were derived.
 AA2369
 AA2369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5215432413(NAD 83)
 AA2369_MARKER: DD = SURVEY DISK
 AA2369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2369_SP_SET: CONCRETE POST
 AA2369_STAMPING: 7-52 1992
 AA2369_MARK LOGO: ALHD  
 AA2369_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2369+STABILITY: SURFACE MOTION
 AA2369_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2369+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2369
 AA2369  HISTORY     - Date     Condition        Report By
 AA2369  HISTORY     - 1992     MONUMENTED       ALHD
 AA2369
 AA2369                          STATION DESCRIPTION
 AA2369
 AA2369'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2369'THE STATION IS LOCATED IN BUTLER COUNTY ON THE WEST RIGHT OF WAY OF
 AA2369'BUTLER COUNTY ROAD NO. 56, ABOUT 5.75 MI (9.25 KM) NORTH-NORTHWEST OF
 AA2369'HONORAVILLE AND ABOUT 11.90 MI (19.15 KM) NORTHEAST OF GREENVILLE. TO
 AA2369'REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 10 (MILE POST
 AA2369'139.30 ON U.S. 31 AND MILE POST 137.95 ON ALA 10) AT A TRAFFIC LIGHT
 AA2369'IN GREENVILLE, DRIVE NORTH ON U.S. 31 FOR 3.00 MI (4.83 KM) TO MILE
 AA2369'POST 142.30 AND BUTLER COUNTY ROAD NO. 62 ON THE RIGHT, TURN RIGHT ON
 AA2369'BUTLER COUNTY ROAD NO. 62 AND DRIVE EAST AND NORTHEAST FOR 9.20 MI
 AA2369'(14.81 KM) TO BUTLER COUNTY ROAD NO. 56 ON THE RIGHT, TURN RIGHT ON
 AA2369'BUTLER COUNTY ROAD NO. 56 AND DRIVE EAST AND NORTHEAST FOR 0.85 MI
 AA2369'(1.37 KM) TO THE STATION ON THE LEFT. THE STATION IS 2.9 FT (0.9 M)
 AA2369'EAST-SOUTHEAST OF A FOUR STRAND BARBED WIRE FENCE ON OLD TREATED WOOD
 AA2369'POSTS, 34.2 FT (10.4 M) WEST-NORTHWEST OF THE CENTERLINE OF BUTLER
 AA2369'COUNTY ROAD NO. 56, 77.6 FT (23.7 M) NORTH-NORTHEAST OF A POWER LINE
 AA2369'GUY POLE, 102.0 FT (31.1 M) NORTH OF JUNCTION POWER POLE NO. 5 3
 AA2369'ACROSS THE ROAD, 2.8 FT (0.9 M) EAST OF A CARSONITE WITNESS POST, AND
 AA2369'SET FLUSH WITH THE GROUND. STATION 21-21 1992 MAY BE USED AS AN
 AA2369'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2370 ***********************************************************************
 AA2370  DESIGNATION -  7 53
 AA2370  PID         -  AA2370
 AA2370  STATE/COUNTY-  AL/BUTLER
 AA2370  USGS QUAD   -  MOODYS CROSSROADS (1971)
 AA2370
 AA2370                         *CURRENT SURVEY CONTROL
 AA2370  ___________________________________________________________________
 AA2370* NAD 83(1992)-  31 39 34.35843(N)    086 28 12.18388(W)     ADJUSTED  
 AA2370* NAVD 88     -       122.1    (meters)     401.     (feet)  VERTCON   
 AA2370  ___________________________________________________________________
 AA2370  X           -     334,575.835 (meters)                     COMP
 AA2370  Y           -  -5,423,739.354 (meters)                     COMP
 AA2370  Z           -   3,328,407.472 (meters)                     COMP
 AA2370  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 AA2370  ELLIP HEIGHT-          95.27  (meters)          (07/29/02) GPS OBS
 AA2370  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AA2370
 AA2370  HORZ ORDER  -  FIRST
 AA2370  ELLP ORDER  -  FOURTH    CLASS I
 AA2370
 AA2370.The horizontal coordinates were established by GPS observations
 AA2370.and adjusted by the National Geodetic Survey in November 1994..
 AA2370
 AA2370.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2370.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2370
 AA2370.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2370
 AA2370.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2370
 AA2370.The ellipsoidal height was determined by GPS observations
 AA2370.and is referenced to NAD 83.
 AA2370
 AA2370.The geoid height was determined by GEOID03.
 AA2370
 AA2370;                    North         East     Units Scale Factor Converg.
 AA2370;SPC AL W     -   184,436.529   697,676.876   MT  1.00005096   +0 32 26.3
 AA2370;UTM  16      - 3,502,821.682   550,240.911   MT  0.99963113   +0 16 41.4
 AA2370
 AA2370!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2370!SPC AL W     -   0.99998504  x   1.00005096  =   1.00003600
 AA2370!UTM  16      -   0.99998504  x   0.99963113  =   0.99961618
 AA2370
 AA2370:                Primary Azimuth Mark                     Grid Az
 AA2370:SPC AL W     -  7 54                                     124 06 46.3
 AA2370:UTM  16      -  7 54                                     124 22 31.2
 AA2370
 AA2370|---------------------------------------------------------------------|
 AA2370| PID    Reference Object                     Distance      Geod. Az  |
 AA2370|                                                           dddmmss.s |
 AA2370| AA2371 7 54                                416.068 METERS 1243912.6 |
 AA2370|---------------------------------------------------------------------|
 AA2370
 AA2370                          SUPERSEDED SURVEY CONTROL
 AA2370
 AA2370  ELLIP H (11/30/94)   95.32   (m)                       GP(       ) 4 1
 AA2370  NGVD 29 (11/30/94)  122.1    (m)          401.     (f) GPS OBS        
 AA2370
 AA2370.Superseded values are not recommended for survey control.
 AA2370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2370.See file dsdata.txt to determine how the superseded data were derived.
 AA2370
 AA2370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5024102822(NAD 83)
 AA2370_MARKER: DD = SURVEY DISK
 AA2370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2370_SP_SET: CONCRETE POST
 AA2370_STAMPING: 7-53 1992
 AA2370_MARK LOGO: ALHD  
 AA2370_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2370+STABILITY: SURFACE MOTION
 AA2370_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2370+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2370
 AA2370  HISTORY     - Date     Condition        Report By
 AA2370  HISTORY     - 1992     MONUMENTED       ALHD
 AA2370
 AA2370                          STATION DESCRIPTION
 AA2370
 AA2370'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2370'THE STATION IS LOCATED IN BUTLER COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2370'OF A PAVED COUNTY ROAD, ABOUT 14.60 MI (23.50 KM) SOUTH-SOUTHEAST OF
 AA2370'GREENVILLE AND ABOUT 15.80 MI (25.43 KM) EAST OF GEORGIANA. TO REACH
 AA2370'THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 106 (MILE POST 12.75
 AA2370'ON ALA 106 AND MILE POST 123.25 ON U.S. 31) IN GEORGIANA, DRIVE EAST
 AA2370'ON ALA 106 FOR 12.30 MI (19.79 KM) TO MILE POST 25.05 AND BUTLER
 AA2370'COUNTY ROAD NO. 59 LEFT AND RIGHT, TURN LEFT ON BUTLER COUNTY ROAD NO.
 AA2370'59 AND DRIVE NORTHEAST FOR 2.95 MI (4.75 KM) TO BUTLER COUNTY ROAD NO.
 AA2370'83 ON THE RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD NO. 83 AND DRIVE
 AA2370'EAST FOR 0.65 MI (1.05 KM) TO AN INTERSECTION WITH A GRAVEL ROAD AHEAD
 AA2370'AND A PAVED ROAD ON THE LEFT, TURN LEFT ON THE PAVED ROAD AND DRIVE
 AA2370'NORTHEAST FOR 0.60 MI (0.97 KM) TO A Y-INTERSECTION WITH PAVED ROADS
 AA2370'LEFT AND RIGHT, BEAR RIGHT AND DRIVE SOUTHEAST FOR 1.20 MI (1.93 KM)
 AA2370'TO THE STATION ON THE RIGHT. THE STATION IS LOCATED IN A CLEAR CUT
 AA2370'AREA PLANTED IN PINE TREES, 37.0 FT (11.3 M) SOUTHWEST OF THE CENTER
 AA2370'OF THE PAVED ROAD, 151.5 FT (46.2 M) SOUTHEAST OF POWER POLE NO. 3 10,
 AA2370'2.0 FT (0.6 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2370'WITH THE GROUND. STATION 7-54 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2370'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2371 ***********************************************************************
 AA2371  DESIGNATION -  7 54
 AA2371  PID         -  AA2371
 AA2371  STATE/COUNTY-  AL/BUTLER
 AA2371  USGS QUAD   -  MOODYS CROSSROADS (1971)
 AA2371
 AA2371                         *CURRENT SURVEY CONTROL
 AA2371  ___________________________________________________________________
 AA2371* NAD 83(1992)-  31 39 26.67709(N)    086 27 59.19253(W)     ADJUSTED  
 AA2371* NAVD 88     -       120.7    (meters)     396.     (feet)  VERTCON   
 AA2371  ___________________________________________________________________
 AA2371  X           -     334,925.019 (meters)                     COMP
 AA2371  Y           -  -5,423,840.970 (meters)                     COMP
 AA2371  Z           -   3,328,205.322 (meters)                     COMP
 AA2371  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 AA2371  ELLIP HEIGHT-          93.81  (meters)          (07/29/02) GPS OBS
 AA2371  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 AA2371
 AA2371  HORZ ORDER  -  FIRST
 AA2371  ELLP ORDER  -  FOURTH    CLASS I
 AA2371
 AA2371.The horizontal coordinates were established by GPS observations
 AA2371.and adjusted by the National Geodetic Survey in November 1994..
 AA2371
 AA2371.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2371.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2371
 AA2371.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2371
 AA2371.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2371
 AA2371.The ellipsoidal height was determined by GPS observations
 AA2371.and is referenced to NAD 83.
 AA2371
 AA2371.The geoid height was determined by GEOID03.
 AA2371
 AA2371;                    North         East     Units Scale Factor Converg.
 AA2371;SPC AL W     -   184,203.176   698,021.371   MT  1.00005179   +0 32 33.0
 AA2371;UTM  16      - 3,502,586.852   550,584.189   MT  0.99963156   +0 16 48.1
 AA2371
 AA2371!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2371!SPC AL W     -   0.99998527  x   1.00005179  =   1.00003706
 AA2371!UTM  16      -   0.99998527  x   0.99963156  =   0.99961684
 AA2371
 AA2371:                Primary Azimuth Mark                     Grid Az
 AA2371:SPC AL W     -  7 53                                     304 06 46.5
 AA2371:UTM  16      -  7 53                                     304 22 31.4
 AA2371
 AA2371|---------------------------------------------------------------------|
 AA2371| PID    Reference Object                     Distance      Geod. Az  |
 AA2371|                                                           dddmmss.s |
 AA2371| AA2370 7 53                                416.068 METERS 3043919.5 |
 AA2371|---------------------------------------------------------------------|
 AA2371
 AA2371                          SUPERSEDED SURVEY CONTROL
 AA2371
 AA2371  ELLIP H (11/30/94)   93.86   (m)                       GP(       ) 4 1
 AA2371  NGVD 29 (11/30/94)  120.7    (m)          396.     (f) GPS OBS        
 AA2371
 AA2371.Superseded values are not recommended for survey control.
 AA2371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2371.See file dsdata.txt to determine how the superseded data were derived.
 AA2371
 AA2371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5058402587(NAD 83)
 AA2371_MARKER: DD = SURVEY DISK
 AA2371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2371_SP_SET: CONCRETE POST
 AA2371_STAMPING: 7-54 1992
 AA2371_MARK LOGO: ALHD  
 AA2371_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2371+STABILITY: SURFACE MOTION
 AA2371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2371+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2371
 AA2371  HISTORY     - Date     Condition        Report By
 AA2371  HISTORY     - 1992     MONUMENTED       ALHD
 AA2371
 AA2371                          STATION DESCRIPTION
 AA2371
 AA2371'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2371'THE STATION IS LOCATED IN BUTLER COUNTY ON THE SOUTHWEST RIGHT OF WAY
 AA2371'OF A PAVED COUNTY ROAD, ABOUT 14.85 MI (23.90 KM) SOUTH-SOUTHEAST OF
 AA2371'GREENVILLE AND ABOUT 16.00 MI (25.75 KM) EAST OF GEORGIANA. TO REACH
 AA2371'THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 106 (MILE POST 12.75
 AA2371'ON ALA 106 AND MILE POST 123.25 ON U.S. 31) IN GEORGIANA, DRIVE EAST
 AA2371'ON ALA 106 FOR 12.30 MI (19.79 KM) TO MILE POST 25.05 AND BUTLER
 AA2371'COUNTY ROAD NO. 59 LEFT AND RIGHT, TURN LEFT ON BUTLER COUNTY ROAD NO.
 AA2371'59 AND DRIVE NORTHEAST FOR 2.95 MI (4.75 KM) TO BUTLER COUNTY ROAD NO.
 AA2371'83 ON THE RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD NO. 83 AND DRIVE
 AA2371'EAST FOR 0.65 MI (1.05 KM) TO AN INTERSECTION WITH A GRAVEL ROAD AHEAD
 AA2371'AND A PAVED ROAD ON THE LEFT, TURN LEFT ON THE PAVED ROAD AND DRIVE
 AA2371'NORTHEAST FOR 0.60 MI (0.97 KM) TO A Y-INTERSECTION WITH PAVED ROADS
 AA2371'LEFT AND RIGHT, BEAR RIGHT AND DRIVE SOUTHEAST FOR 1.45 MI (2.33 KM)
 AA2371'TO THE STATION ON THE RIGHT. THE STATION IS LOCATED IN A CLEAR CUT
 AA2371'AREA PLANTED IN PINE TREES, 38.0 FT (11.6 M) SOUTHWEST OF THE CENTER
 AA2371'OF THE PAVED ROAD, 213.0 FT (64.9 M) NORTHWEST OF THE CENTER OF A
 AA2371'WOODS ROAD, 230.0 FT (70.1 M) SOUTHEAST OF POWER POLE NO. 189R6L7R16
 AA2371'14 3, 1.8 FT (0.5 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2371'FLUSH WITH THE GROUND. STATION 7-53 1992 MAY BE USED AS AN AZIMUTH FOR
 AA2371'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2372 ***********************************************************************
 AA2372  DESIGNATION -  7 55
 AA2372  PID         -  AA2372
 AA2372  STATE/COUNTY-  AL/BUTLER
 AA2372  USGS QUAD   -  FORT DALE (1981)
 AA2372
 AA2372                         *CURRENT SURVEY CONTROL
 AA2372  ___________________________________________________________________
 AA2372* NAD 83(1992)-  31 57 28.67591(N)    086 41 45.67021(W)     ADJUSTED  
 AA2372* NAVD 88     -       154.0    (meters)     505.     (feet)  VERTCON   
 AA2372  ___________________________________________________________________
 AA2372  X           -     312,178.956 (meters)                     COMP
 AA2372  Y           -  -5,407,630.665 (meters)                     COMP
 AA2372  Z           -   3,356,544.709 (meters)                     COMP
 AA2372  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 AA2372  ELLIP HEIGHT-         126.54  (meters)          (07/29/02) GPS OBS
 AA2372  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AA2372
 AA2372  HORZ ORDER  -  FIRST
 AA2372  ELLP ORDER  -  FOURTH    CLASS I
 AA2372
 AA2372.The horizontal coordinates were established by GPS observations
 AA2372.and adjusted by the National Geodetic Survey in November 1994..
 AA2372
 AA2372.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2372.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2372
 AA2372.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2372
 AA2372.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2372
 AA2372.The ellipsoidal height was determined by GPS observations
 AA2372.and is referenced to NAD 83.
 AA2372
 AA2372.The geoid height was determined by GEOID03.
 AA2372
 AA2372;                    North         East     Units Scale Factor Converg.
 AA2372;SPC AL W     -   217,345.760   676,001.320   MT  1.00000454   +0 25 32.0
 AA2372;UTM  16      - 3,535,816.838   528,725.734   MT  0.99961018   +0 09 39.2
 AA2372
 AA2372!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2372!SPC AL W     -   0.99998013  x   1.00000454  =   0.99998467
 AA2372!UTM  16      -   0.99998013  x   0.99961018  =   0.99959032
 AA2372
 AA2372:                Primary Azimuth Mark                     Grid Az
 AA2372:SPC AL W     -  7 56                                     030 22 41.0
 AA2372:UTM  16      -  7 56                                     030 38 33.8
 AA2372
 AA2372|---------------------------------------------------------------------|
 AA2372| PID    Reference Object                     Distance      Geod. Az  |
 AA2372|                                                           dddmmss.s |
 AA2372| AA2373 7 56                                APPROX. 0.5 KM 0304813.0 |
 AA2372|---------------------------------------------------------------------|
 AA2372
 AA2372                          SUPERSEDED SURVEY CONTROL
 AA2372
 AA2372  ELLIP H (11/30/94)  126.61   (m)                       GP(       ) 4 1
 AA2372  NGVD 29 (11/30/94)  154.0    (m)          505.     (f) GPS OBS        
 AA2372
 AA2372.Superseded values are not recommended for survey control.
 AA2372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2372.See file dsdata.txt to determine how the superseded data were derived.
 AA2372
 AA2372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2872635817(NAD 83)
 AA2372_MARKER: DD = SURVEY DISK
 AA2372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2372_SP_SET: CONCRETE POST
 AA2372_STAMPING: 7-55 1992
 AA2372_MARK LOGO: ALHD  
 AA2372_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2372+STABILITY: SURFACE MOTION
 AA2372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2372+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2372
 AA2372  HISTORY     - Date     Condition        Report By
 AA2372  HISTORY     - 1992     MONUMENTED       ALHD
 AA2372
 AA2372                          STATION DESCRIPTION
 AA2372
 AA2372'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2372'THE STATION IS LOCATED IN BUTLER COUNTY ON PROPERTY OWNED BY MACMILLAN
 AA2372'BLOEDEL, INC., ABOUT 9.65 MI (15.53 KM) NORTH-NORTHWEST OF GREENVILLE
 AA2372'AND ABOUT 10.45 MI (16.82 KM) NORTHEAST OF FOREST HOME. TO REACH THE
 AA2372'STATION FROM EXIT 130 ON I-65 (MILE POST 5.30 ON ALA 185) IN
 AA2372'GREENVILLE, DRIVE NORTHWEST ON ALA 185 FOR 2.35 MI (3.78 KM) TO MILE
 AA2372'POST 7.65 AND A Y-INTERSECTION WITH ALA 185 ON THE RIGHT AND ALA 263
 AA2372'ON THE LEFT, BEAR LEFT ON ALA 263 AND DRIVE NORTHWEST FOR 6.45 MI
 AA2372'(10.38 KM) TO MILE POST 6.45 AND A GRAVEL ROAD ON THE RIGHT, TURN
 AA2372'RIGHT ON THE GRAVEL ROAD AND DRIVE NORTHEAST FOR 0.40 MI (0.64 KM) TO
 AA2372'A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE WOODS ROAD AND DRIVE EAST
 AA2372'AND SOUTHEAST FOR 0.90 MI (1.45 KM) TO A LOG ROAD ON THE RIGHT JUST
 AA2372'BEFORE REACHING A HUNTERS SHACK, TURN RIGHT ON THE LOG ROAD AND DRIVE
 AA2372'SOUTHWEST UP A HILL FOR 0.15 MI (0.24 KM) TO A LOG YARD ON TOP OF THE
 AA2372'HILL, PARK HERE AND PACK SOUTH 50 YARDS TO THE HIGHEST POINT AND THE
 AA2372'STATION. THE STATION IS LOCATED ON THE HIGHEST POINT OF A LOW HILL,
 AA2372'14.0 FT (4.3 M) NORTHWEST OF AN OLD LOG ROAD, 3.8 FT (1.2 M) NORTHEAST
 AA2372'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA2372'7-56 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION. NOTE - A FOUR
 AA2372'WHEEL DRIVE VEHICLE WILL BE NECESSARY IN WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2373 ***********************************************************************
 AA2373  DESIGNATION -  7 56
 AA2373  PID         -  AA2373
 AA2373  STATE/COUNTY-  AL/BUTLER
 AA2373  USGS QUAD   -  FORT DALE (1981)
 AA2373
 AA2373                         *CURRENT SURVEY CONTROL
 AA2373  ___________________________________________________________________
 AA2373* NAD 83(1992)-  31 57 42.77801(N)    086 41 35.80787(W)     ADJUSTED  
 AA2373* NAVD 88     -       163.0    (meters)     535.     (feet)  VERTCON   
 AA2373  ___________________________________________________________________
 AA2373  X           -     312,424.691 (meters)                     COMP
 AA2373  Y           -  -5,407,393.768 (meters)                     COMP
 AA2373  Z           -   3,356,917.980 (meters)                     COMP
 AA2373  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 AA2373  ELLIP HEIGHT-         135.49  (meters)          (07/29/02) GPS OBS
 AA2373  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 AA2373
 AA2373  HORZ ORDER  -  FIRST
 AA2373  ELLP ORDER  -  FOURTH    CLASS I
 AA2373
 AA2373.The horizontal coordinates were established by GPS observations
 AA2373.and adjusted by the National Geodetic Survey in November 1994..
 AA2373
 AA2373.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2373.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2373
 AA2373.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2373
 AA2373.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2373
 AA2373.The ellipsoidal height was determined by GPS observations
 AA2373.and is referenced to NAD 83.
 AA2373
 AA2373.The geoid height was determined by GEOID03.
 AA2373
 AA2373;                    North         East     Units Scale Factor Converg.
 AA2373;SPC AL W     -   217,782.045   676,257.062   MT  1.00000502   +0 25 37.4
 AA2373;UTM  16      - 3,536,251.766   528,983.387   MT  0.99961036   +0 09 44.5
 AA2373
 AA2373!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2373!SPC AL W     -   0.99997873  x   1.00000502  =   0.99998375
 AA2373!UTM  16      -   0.99997873  x   0.99961036  =   0.99958909
 AA2373
 AA2373:                Primary Azimuth Mark                     Grid Az
 AA2373:SPC AL W     -  7 55                                     210 22 40.8
 AA2373:UTM  16      -  7 55                                     210 38 33.7
 AA2373
 AA2373|---------------------------------------------------------------------|
 AA2373| PID    Reference Object                     Distance      Geod. Az  |
 AA2373|                                                           dddmmss.s |
 AA2373| AA2372 7 55                                APPROX. 0.5 KM 2104818.2 |
 AA2373|---------------------------------------------------------------------|
 AA2373
 AA2373                          SUPERSEDED SURVEY CONTROL
 AA2373
 AA2373  ELLIP H (11/30/94)  135.55   (m)                       GP(       ) 4 1
 AA2373  NGVD 29 (11/30/94)  162.9    (m)          534.     (f) GPS OBS        
 AA2373
 AA2373.Superseded values are not recommended for survey control.
 AA2373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2373.See file dsdata.txt to determine how the superseded data were derived.
 AA2373
 AA2373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2898336252(NAD 83)
 AA2373_MARKER: DD = SURVEY DISK
 AA2373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2373_SP_SET: CONCRETE POST
 AA2373_STAMPING: 7-56 1992
 AA2373_MARK LOGO: ALHD  
 AA2373_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2373+STABILITY: SURFACE MOTION
 AA2373_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2373+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2373
 AA2373  HISTORY     - Date     Condition        Report By
 AA2373  HISTORY     - 1992     MONUMENTED       ALHD
 AA2373
 AA2373                          STATION DESCRIPTION
 AA2373
 AA2373'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2373'THE STATION IS LOCATED IN BUTLER COUNTY ON PROPERTY OWNED BY MACMILLAN
 AA2373'BLOEDEL, INC., ABOUT 9.90 MI (15.93 KM) NORTH-NORTHWEST OF GREENVILLE
 AA2373'AND ABOUT 10.75 MI (17.30 KM) NORTHEAST OF FOREST HOME. TO REACH THE
 AA2373'STATION FROM EXIT 130 ON I-65 (MILE POST 5.30 ON ALA 185) IN
 AA2373'GREENVILLE, DRIVE NORTHWEST ON ALA 185 FOR 2.35 MI (3.78 KM) TO MILE
 AA2373'POST 7.65 AND A Y-INTERSECTION WITH ALA 185 ON THE RIGHT AND ALA 263
 AA2373'ON THE LEFT, BEAR LEFT ON ALA 263 AND DRIVE NORTHWEST FOR 6.45 MI
 AA2373'(10.38 KM) TO MILE POST 6.45 AND A GRAVEL ROAD ON THE RIGHT, TURN
 AA2373'RIGHT ON THE GRAVEL ROAD AND DRIVE NORTHEAST FOR 0.40 MI (0.64 KM) TO
 AA2373'A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE WOODS ROAD AND DRIVE EAST
 AA2373'AND SOUTHEAST FOR 0.95 MI (1.53 KM) TO A LOG ROAD ON THE LEFT JUST
 AA2373'PAST A HUNTERS SHACK, TURN LEFT ON THE LOG ROAD AND DRIVE NORTHEAST
 AA2373'FOR 0.20 MI (0.32 KM) TO A Y-INTERSECTION AT THE BOTTOM OF A HOLLOW,
 AA2373'BEAR LEFT UP A HILL AND DRIVE NORTH AND WEST-NORTHWEST FOR 0.25 MI
 AA2373'(0.40 KM) THROUGH AN OLD LOG YARD TO A LOG ROAD ALONG THE SIDE OF THE
 AA2373'HILL, PARK HERE AND PACK NORTHWEST 55 YARDS TO THE HIGHEST POINT AND
 AA2373'THE STATION. THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH
 AA2373'HILL, 2.5 FT (0.8 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND SET
 AA2373'FLUSH WITH THE GROUND. STATION 7-55 1992 MAY BE USED AS AN AZIMUTH FOR
 AA2373'THIS STATION. NOTE - A FOUR WHEEL DRIVE VEHICLE WILL BE NECESSARY IN
 AA2373'WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2374 ***********************************************************************
 AA2374  DESIGNATION -  7 57
 AA2374  PID         -  AA2374
 AA2374  STATE/COUNTY-  AL/BUTLER
 AA2374  USGS QUAD   -  RIDGEVILLE (1981)
 AA2374
 AA2374                         *CURRENT SURVEY CONTROL
 AA2374  ___________________________________________________________________
 AA2374* NAD 83(1992)-  31 55 01.05284(N)    086 45 35.42815(W)     ADJUSTED  
 AA2374* NAVD 88     -        76.1    (meters)     250.     (feet)  VERTCON   
 AA2374  ___________________________________________________________________
 AA2374  X           -     306,287.428 (meters)                     COMP
 AA2374  Y           -  -5,410,310.475 (meters)                     COMP
 AA2374  Z           -   3,352,644.660 (meters)                     COMP
 AA2374  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 AA2374  ELLIP HEIGHT-          48.52  (meters)          (07/29/02) GPS OBS
 AA2374  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AA2374
 AA2374  HORZ ORDER  -  FIRST
 AA2374  ELLP ORDER  -  FOURTH    CLASS I
 AA2374
 AA2374.The horizontal coordinates were established by GPS observations
 AA2374.and adjusted by the National Geodetic Survey in November 1994..
 AA2374
 AA2374.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2374.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2374
 AA2374.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2374
 AA2374.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2374
 AA2374.The ellipsoidal height was determined by GPS observations
 AA2374.and is referenced to NAD 83.
 AA2374
 AA2374.The geoid height was determined by GEOID03.
 AA2374
 AA2374;                    North         East     Units Scale Factor Converg.
 AA2374;SPC AL W     -   212,755.835   669,999.095   MT  0.99999374   +0 23 28.8
 AA2374;UTM  16      - 3,531,256.456   522,704.737   MT  0.99960636   +0 07 37.1
 AA2374
 AA2374!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2374!SPC AL W     -   0.99999238  x   0.99999374  =   0.99998612
 AA2374!UTM  16      -   0.99999238  x   0.99960636  =   0.99959874
 AA2374
 AA2374:                Primary Azimuth Mark                     Grid Az
 AA2374:SPC AL W     -  7 58                                     334 44 00.0
 AA2374:UTM  16      -  7 58                                     334 59 51.7
 AA2374
 AA2374|---------------------------------------------------------------------|
 AA2374| PID    Reference Object                     Distance      Geod. Az  |
 AA2374|                                                           dddmmss.s |
 AA2374| AA2375 7 58                                400.573 METERS 3350728.8 |
 AA2374|---------------------------------------------------------------------|
 AA2374
 AA2374                          SUPERSEDED SURVEY CONTROL
 AA2374
 AA2374  ELLIP H (11/30/94)   48.58   (m)                       GP(       ) 4 1
 AA2374  NGVD 29 (11/30/94)   76.0    (m)          249.     (f) GPS OBS        
 AA2374
 AA2374.Superseded values are not recommended for survey control.
 AA2374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2374.See file dsdata.txt to determine how the superseded data were derived.
 AA2374
 AA2374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2270531256(NAD 83)
 AA2374_MARKER: DD = SURVEY DISK
 AA2374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2374_SP_SET: CONCRETE POST
 AA2374_STAMPING: 7-57 1992
 AA2374_MARK LOGO: ALHD  
 AA2374_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2374+STABILITY: SURFACE MOTION
 AA2374_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2374+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2374
 AA2374  HISTORY     - Date     Condition        Report By
 AA2374  HISTORY     - 1992     MONUMENTED       ALHD
 AA2374
 AA2374                          STATION DESCRIPTION
 AA2374
 AA2374'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2374'THE STATION IS LOCATED IN BUTLER COUNTY ON PROPERTY OWNED BY MR. R. C.
 AA2374'CRENSHAW, ABOUT 5.95 MI (9.58 KM) NORTHEAST OF FOREST HOME AND ABOUT
 AA2374'10.20 MI (16.41 KM) NORTHWEST OF GREENVILLE. TO REACH THE STATION FROM
 AA2374'EXIT 128 ON I-65 (MILE POST 133.65 ON ALA 10) IN GREENVILLE, DRIVE
 AA2374'WEST ON ALA 10 FOR 3.20 MI (5.15 KM) TO MILE POST 130.45 AND BUTLER
 AA2374'COUNTY ROAD NO. 54 ON THE RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD NO.
 AA2374'54 AND DRIVE NORTHWEST, NORTH, AND NORTHWEST FOR 8.05 MI (12.95 KM) TO
 AA2374'A PAVED COUNTY ROAD ON THE LEFT (BUTLER COUNTY ROAD NO. 19), CONTINUE
 AA2374'NORTHWEST FOR 0.25 MI (0.40 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN
 AA2374'RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH FOR 1.70 MI (2.74 KM) TO THE
 AA2374'CENTER OF A STEEL TRUSS BRIDGE OVER A CREEK, CONTINUE NORTH ON THE
 AA2374'GRAVEL ROAD FOR 0.05 MI (0.08 KM) TO THE STATION ON THE LEFT IN A HAY
 AA2374'FIELD. THE STATION IS LOCATED IN THE SOUTH END OF A HAY FIELD, 134.0
 AA2374'FT (40.8 M) WEST OF THE CENTER OF THE GRAVEL ROAD, 160.0 FT (48.8 M)
 AA2374'EAST OF A CARSONITE WITNESS POST, 170.0 FT (51.8 M) NORTH OF A
 AA2374'CARSONITE WITNESS POST, AND SET 1.0 FT (0.3 M) UNDERGROUND. STATION
 AA2374'7-58 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION. NOTE - A FOUR
 AA2374'WHEEL DRIVE VEHICLE WILL BE NECESSARY IN WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2375 ***********************************************************************
 AA2375  DESIGNATION -  7 58
 AA2375  PID         -  AA2375
 AA2375  STATE/COUNTY-  AL/BUTLER
 AA2375  USGS QUAD   -  RIDGEVILLE (1981)
 AA2375
 AA2375                         *CURRENT SURVEY CONTROL
 AA2375  ___________________________________________________________________
 AA2375* NAD 83(1992)-  31 55 12.85125(N)    086 45 41.84209(W)     ADJUSTED  
 AA2375* NAVD 88     -        75.2    (meters)     247.     (feet)  VERTCON   
 AA2375  ___________________________________________________________________
 AA2375  X           -     306,108.298 (meters)                     COMP
 AA2375  Y           -  -5,410,127.476 (meters)                     COMP
 AA2375  Z           -   3,352,952.695 (meters)                     COMP
 AA2375  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 AA2375  ELLIP HEIGHT-          47.71  (meters)          (07/29/02) GPS OBS
 AA2375  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA2375
 AA2375  HORZ ORDER  -  FIRST
 AA2375  ELLP ORDER  -  FOURTH    CLASS I
 AA2375
 AA2375.The horizontal coordinates were established by GPS observations
 AA2375.and adjusted by the National Geodetic Survey in November 1994..
 AA2375
 AA2375.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2375.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2375
 AA2375.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2375
 AA2375.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2375
 AA2375.The ellipsoidal height was determined by GPS observations
 AA2375.and is referenced to NAD 83.
 AA2375
 AA2375.The geoid height was determined by GEOID03.
 AA2375
 AA2375;                    North         East     Units Scale Factor Converg.
 AA2375;SPC AL W     -   213,118.084   669,828.119   MT  0.99999345   +0 23 25.5
 AA2375;UTM  16      - 3,531,619.349   522,535.500   MT  0.99960626   +0 07 33.7
 AA2375
 AA2375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2375!SPC AL W     -   0.99999251  x   0.99999345  =   0.99998596
 AA2375!UTM  16      -   0.99999251  x   0.99960626  =   0.99959877
 AA2375
 AA2375:                Primary Azimuth Mark                     Grid Az
 AA2375:SPC AL W     -  7 57                                     154 43 59.9
 AA2375:UTM  16      -  7 57                                     154 59 51.7
 AA2375
 AA2375|---------------------------------------------------------------------|
 AA2375| PID    Reference Object                     Distance      Geod. Az  |
 AA2375|                                                           dddmmss.s |
 AA2375| AA2374 7 57                                400.573 METERS 1550725.4 |
 AA2375|---------------------------------------------------------------------|
 AA2375
 AA2375                          SUPERSEDED SURVEY CONTROL
 AA2375
 AA2375  ELLIP H (11/30/94)   47.78   (m)                       GP(       ) 4 1
 AA2375  NGVD 29 (11/30/94)   75.2    (m)          247.     (f) GPS OBS        
 AA2375
 AA2375.Superseded values are not recommended for survey control.
 AA2375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2375.See file dsdata.txt to determine how the superseded data were derived.
 AA2375
 AA2375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2253531619(NAD 83)
 AA2375_MARKER: DD = SURVEY DISK
 AA2375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2375_SP_SET: CONCRETE POST
 AA2375_STAMPING: 7-58 1992
 AA2375_MARK LOGO: ALHD  
 AA2375_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2375+STABILITY: SURFACE MOTION
 AA2375_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2375+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2375
 AA2375  HISTORY     - Date     Condition        Report By
 AA2375  HISTORY     - 1992     MONUMENTED       ALHD
 AA2375
 AA2375                          STATION DESCRIPTION
 AA2375
 AA2375'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2375'THE STATION IS LOCATED IN BUTLER COUNTY ON PROPERTY OWNED BY MR. R. C.
 AA2375'CRENSHAW, ABOUT 6.00 MI (9.66 KM) NORTHEAST OF FOREST HOME AND ABOUT
 AA2375'10.40 MI (16.74 KM) NORTHWEST OF GREENVILLE. TO REACH THE STATION FROM
 AA2375'EXIT 128 ON I-65 (MILE POST 133.65 ON ALA 10) IN GREENVILLE, DRIVE
 AA2375'WEST ON ALA 10 FOR 3.20 MI (5.15 KM) TO MILE POST 130.45 AND BUTLER
 AA2375'COUNTY ROAD NO. 54 ON THE RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD NO.
 AA2375'54 AND DRIVE NORTHWEST, NORTH, AND NORTHWEST FOR 8.05 MI (12.95 KM) TO
 AA2375'A PAVED COUNTY ROAD ON THE LEFT (BUTLER COUNTY ROAD NO. 19), CONTINUE
 AA2375'NORTHWEST FOR 0.25 MI (0.40 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN
 AA2375'RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH FOR 1.70 MI (2.74 KM) TO THE
 AA2375'CENTER OF A STEEL TRUSS BRIDGE OVER A CREEK, CONTINUE NORTH ON THE
 AA2375'GRAVEL ROAD FOR 0.40 MI (0.64 KM) TO THE STATION ON THE LEFT IN A HAY
 AA2375'FIELD. THE STATION IS LOCATED IN THE NORTH END OF A HAY FIELD, 97.0 FT
 AA2375'(29.6 M) SOUTHEAST OF A CARSONITE WITNESS POST, 141.0 FT (43.0 M)
 AA2375'SOUTH-SOUTHWEST OF THE CENTER OF THE GRAVEL ROAD, 149.3 FT (45.5 M)
 AA2375'SOUTH OF THE SOUTHWEST CORNER OF A WOOD BRIDGE OVER A CREEK, AND SET
 AA2375'1.0 FT (0.3 M) UNDERGROUND. STATION 7-57 1992 MAY BE USED AS AN
 AA2375'AZIMUTH FOR THIS STATION. NOTE - A FOUR WHEEL DRIVE VEHICLE WILL BE
 AA2375'NECESSARY IN WET WEATHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2376 ***********************************************************************
 AA2376  DESIGNATION -  7 59
 AA2376  PID         -  AA2376
 AA2376  STATE/COUNTY-  AL/BUTLER
 AA2376  USGS QUAD   -  RIDGEVILLE (1981)
 AA2376
 AA2376                         *CURRENT SURVEY CONTROL
 AA2376  ___________________________________________________________________
 AA2376* NAD 83(1992)-  31 56 25.31879(N)    086 51 49.51032(W)     ADJUSTED  
 AA2376* NAVD 88     -       100.2    (meters)     329.     (feet)  VERTCON   
 AA2376  ___________________________________________________________________
 AA2376  X           -     296,400.803 (meters)                     COMP
 AA2376  Y           -  -5,409,506.902 (meters)                     COMP
 AA2376  Z           -   3,354,860.296 (meters)                     COMP
 AA2376  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 AA2376  ELLIP HEIGHT-          72.68  (meters)          (07/29/02) GPS OBS
 AA2376  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 AA2376
 AA2376  HORZ ORDER  -  FIRST
 AA2376  ELLP ORDER  -  FOURTH    CLASS I
 AA2376
 AA2376.The horizontal coordinates were established by GPS observations
 AA2376.and adjusted by the National Geodetic Survey in November 1994..
 AA2376
 AA2376.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2376.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2376
 AA2376.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2376
 AA2376.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2376
 AA2376.The ellipsoidal height was determined by GPS observations
 AA2376.and is referenced to NAD 83.
 AA2376
 AA2376.The geoid height was determined by GEOID03.
 AA2376
 AA2376;                    North         East     Units Scale Factor Converg.
 AA2376;SPC AL W     -   215,288.844   660,156.408   MT  0.99997795   +0 20 11.8
 AA2376;UTM  16      - 3,533,833.882   512,877.598   MT  0.99960205   +0 04 19.5
 AA2376
 AA2376!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2376!SPC AL W     -   0.99998859  x   0.99997795  =   0.99996654
 AA2376!UTM  16      -   0.99998859  x   0.99960205  =   0.99959064
 AA2376
 AA2376:                Primary Azimuth Mark                     Grid Az
 AA2376:SPC AL W     -  7 60                                     020 48 28.3
 AA2376:UTM  16      -  7 60                                     021 04 20.6
 AA2376
 AA2376|---------------------------------------------------------------------|
 AA2376| PID    Reference Object                     Distance      Geod. Az  |
 AA2376|                                                           dddmmss.s |
 AA2376| AA2377 7 60                                435.133 METERS 0210840.1 |
 AA2376|---------------------------------------------------------------------|
 AA2376
 AA2376                          SUPERSEDED SURVEY CONTROL
 AA2376
 AA2376  ELLIP H (11/30/94)   72.75   (m)                       GP(       ) 4 1
 AA2376  NGVD 29 (11/30/94)  100.2    (m)          329.     (f) GPS OBS        
 AA2376
 AA2376.Superseded values are not recommended for survey control.
 AA2376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2376.See file dsdata.txt to determine how the superseded data were derived.
 AA2376
 AA2376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1287833834(NAD 83)
 AA2376_MARKER: DD = SURVEY DISK
 AA2376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2376_SP_SET: CONCRETE POST
 AA2376_STAMPING: 7-59 1992
 AA2376_MARK LOGO: ALHD  
 AA2376_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2376+STABILITY: SURFACE MOTION
 AA2376_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2376+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2376
 AA2376  HISTORY     - Date     Condition        Report By
 AA2376  HISTORY     - 1992     MONUMENTED       ALHD
 AA2376
 AA2376                          STATION DESCRIPTION
 AA2376
 AA2376'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2376'THE STATION IS LOCATED IN BUTLER COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA2376'OF BUTLER COUNTY ROAD NO. 11, ABOUT 5.40 MI (8.69 KM) NORTH-NORTHWEST
 AA2376'OF FOREST HOME AND ABOUT 16.20 MI (26.07 KM) WEST-NORTHWEST OF
 AA2376'GREENVILLE. TO REACH THE STATION FROM EXIT 128 ON I-65 (MILE POST
 AA2376'133.65 ON ALA 10) IN GREENVILLE, DRIVE WEST ON ALA 10 FOR 3.20 MI
 AA2376'(5.15 KM) TO MILE POST 130.45 AND BUTLER COUNTY ROAD NO. 54 ON THE
 AA2376'RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD NO. 54 AND DRIVE NORTHWEST,
 AA2376'NORTH, AND NORTHWEST FOR 15.80 MI (25.43 KM) TO THE END OF BUTLER
 AA2376'COUNTY ROAD NO. 54 AND BUTLER COUNTY ROAD NO. 11 LEFT AND RIGHT, TURN
 AA2376'LEFT ON BUTLER COUNTY ROAD NO. 11 AND DRIVE SOUTH FOR 0.25 MI (0.40
 AA2376'KM) TO THE STATION ON THE LEFT. THE STATION IS 56.0 FT (17.1 M)
 AA2376'SOUTHWEST OF TWIN TEN-INCH CEDAR TREES, 57.4 FT (17.5 M) SOUTHEAST OF
 AA2376'THE CENTERLINE OF BUTLER COUNTY ROAD NO. 11, 208.5 FT (63.6 M)
 AA2376'NORTHEAST OF POWER POLE NO. 4 10, 2.4 FT (0.7 M) NORTHWEST OF A
 AA2376'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 7-60
 AA2376'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2027 ***********************************************************************
 BU2027  DESIGNATION -  7 6
 BU2027  PID         -  BU2027
 BU2027  STATE/COUNTY-  AL/BUTLER
 BU2027  USGS QUAD   -  FORT DEPOSIT (1986)
 BU2027
 BU2027                         *CURRENT SURVEY CONTROL
 BU2027  ___________________________________________________________________
 BU2027* NAD 83(1992)-  31 57 47.26603(N)    086 30 18.02477(W)     ADJUSTED  
 BU2027* NAVD 88     -       154.1    (meters)     506.     (feet)  VERTCON   
 BU2027  ___________________________________________________________________
 BU2027  X           -     330,186.675 (meters)                     COMP
 BU2027  Y           -  -5,406,257.508 (meters)                     COMP
 BU2027  Z           -   3,357,030.637 (meters)                     COMP
 BU2027  LAPLACE CORR-           1.12  (seconds)                    DEFLEC99
 BU2027  ELLIP HEIGHT-         126.75  (meters)          (07/29/02) GPS OBS
 BU2027  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BU2027
 BU2027  HORZ ORDER  -  FIRST
 BU2027  ELLP ORDER  -  FOURTH    CLASS I
 BU2027
 BU2027.The horizontal coordinates were established by GPS observations
 BU2027.and adjusted by the National Geodetic Survey in December 1992..
 BU2027
 BU2027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2027
 BU2027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2027
 BU2027.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2027
 BU2027.The ellipsoidal height was determined by GPS observations
 BU2027.and is referenced to NAD 83.
 BU2027
 BU2027.The geoid height was determined by GEOID03.
 BU2027
 BU2027;                    North         East     Units Scale Factor Converg.
 BU2027;SPC AL W     -   218,068.427   694,053.454   MT  1.00004239   +0 31 36.3
 BU2027;UTM  16      - 3,536,455.842   546,773.704   MT  0.99962698   +0 15 43.3
 BU2027
 BU2027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2027!SPC AL W     -   0.99998010  x   1.00004239  =   1.00002249
 BU2027!UTM  16      -   0.99998010  x   0.99962698  =   0.99960709
 BU2027
 BU2027                          SUPERSEDED SURVEY CONTROL
 BU2027
 BU2027  ELLIP H (12/04/92)  126.83   (m)                       GP(       ) 4 1
 BU2027  NAD 83(1986)-  31 57 47.27469(N)    086 30 18.02692(W) AD(       ) 1
 BU2027  NGVD 29 (12/04/92)  154.0    (m)          505.     (f) GPS OBS        
 BU2027
 BU2027.Superseded values are not recommended for survey control.
 BU2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2027.See file dsdata.txt to determine how the superseded data were derived.
 BU2027
 BU2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4677436456(NAD 83)
 BU2027_MARKER: DD = SURVEY DISK
 BU2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2027_SP_SET: CONCRETE POST
 BU2027_STAMPING: 7-6 1989
 BU2027_MARK LOGO: ALHD  
 BU2027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2027+STABILITY: SURFACE MOTION
 BU2027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2027+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2027
 BU2027  HISTORY     - Date     Condition        Report By
 BU2027  HISTORY     - 1989     MONUMENTED       ALHD
 BU2027  HISTORY     - 19910820 GOOD             ALHD
 BU2027  HISTORY     - 19920407 GOOD
 BU2027  HISTORY     - 19930608 GOOD             ALHD
 BU2027
 BU2027                          STATION DESCRIPTION
 BU2027
 BU2027'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2027'THE STATION IS LOCATED ON THE NORTHWEST RIGHT OF WAY OF UNITED STATES
 BU2027'HIGHWAY 31, ABOUT 18.19 KM (11.30 MI) NORTHEAST OF GREENVILLE AND
 BU2027'ABOUT 18.19 KM (11.30 MI) WEST OF HIGHLAND HOME.
 BU2027'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 31 AND
 BU2027'ALABAMA HIGHWAY 10 ON THE EAST SIDE OF GREENVILLE, DRIVE NORTH ON
 BU2027'HIGHWAY 31 FOR 17.06 KM (10.60 MI) TO MILE POST 149.85 AND THE STATION
 BU2027'ON THE LEFT.
 BU2027'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 15.06 M (49.4 FT)
 BU2027'NORTHWEST OF THE CENTER LINE OF HIGHWAY 31, 8.17 M (26.8 FT)
 BU2027'SOUTH-SOUTHWEST OF A TELEPHONE CABLE PEDESTAL, 8.20 M (26.9 FT)
 BU2027'SOUTH-SOUTHWEST OF AN UNDERGROUND CABLE WARNING SIGN ON A TREATED WOOD
 BU2027'POST, 24.23 M (79.5 FT) NORTH-NORTHEAST OF A STEEL HIGHWAY SIGN POST
 BU2027'WITH NO SIGN, AND 1.10 M (3.6 FT) SOUTHEAST OF A CARSONITE WITNESS
 BU2027'POST.
 BU2027'STATION 7-5 CAN BE USED AS AN AZIMUTH.
 BU2027
 BU2027                          STATION RECOVERY (1991)
 BU2027
 BU2027'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2027'THE STATION IS LOCATED ON THE NORTHWEST RIGHT OF WAY OF UNITED STATES
 BU2027'HIGHWAY 31, ABOUT 18.19 KM (11.30 MI) NORTHEAST OF GREENVILLE AND
 BU2027'ABOUT 18.19 KM (11.30 MI) WEST OF HIGHLAND HOME.
 BU2027'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 31 AND
 BU2027'ALABAMA HIGHWAY 10 ON THE EAST SIDE OF GREENVILLE, DRIVE NORTH ON
 BU2027'HIGHWAY 31 FOR 17.06 KM (10.60 MI) TO MILE POST 149.85 AND THE
 BU2027'STATION ON THE LEFT.
 BU2027'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 15.06 M (49.41 FT)
 BU2027'NORTHWEST OF THE CENTER LINE OF HIGHWAY 31, 8.17 M (26.80 FT)
 BU2027'SOUTH-SOUTHWEST OF A TELEPHONE CABLE PEDESTAL, 8.20 M (26.90 FT)
 BU2027'SOUTH-SOUTHWEST OF AN UNDERGROUND CABLE WARNING SIGN ON A TREATED WOOD
 BU2027'POST, 24.23 M (79.49 FT) NORTH-NORTHEAST OF A STEEL HIGHWAY SIGN POST
 BU2027'WITH NO SIGN, AND 1.10 M (3.61 FT) SOUTHEAST OF A CARSONITE WITNESS
 BU2027'POST.
 BU2027'STATION 7-5 CAN BE USED AS AN AZIMUTH.
 BU2027
 BU2027                          STATION RECOVERY (1992)
 BU2027
 BU2027'RECOVERED 1992
 BU2027'RECOVERED IN GOOD CONDITION.
 BU2027
 BU2027                          STATION RECOVERY (1993)
 BU2027
 BU2027'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2027'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2377 ***********************************************************************
 AA2377  DESIGNATION -  7 60
 AA2377  PID         -  AA2377
 AA2377  STATE/COUNTY-  AL/BUTLER
 AA2377  USGS QUAD   -  RIDGEVILLE (1981)
 AA2377
 AA2377                         *CURRENT SURVEY CONTROL
 AA2377  ___________________________________________________________________
 AA2377* NAD 83(1992)-  31 56 38.49458(N)    086 51 43.53403(W)     ADJUSTED  
 AA2377* NAVD 88     -       100.4    (meters)     329.     (feet)  VERTCON   
 AA2377  ___________________________________________________________________
 AA2377  X           -     296,545.791 (meters)                     COMP
 AA2377  Y           -  -5,409,284.046 (meters)                     COMP
 AA2377  Z           -   3,355,204.764 (meters)                     COMP
 AA2377  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 AA2377  ELLIP HEIGHT-          72.83  (meters)          (07/29/02) GPS OBS
 AA2377  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 AA2377
 AA2377  HORZ ORDER  -  FIRST
 AA2377  ELLP ORDER  -  FOURTH    CLASS I
 AA2377
 AA2377.The horizontal coordinates were established by GPS observations
 AA2377.and adjusted by the National Geodetic Survey in November 1994..
 AA2377
 AA2377.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA2377.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA2377
 AA2377.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA2377
 AA2377.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA2377
 AA2377.The ellipsoidal height was determined by GPS observations
 AA2377.and is referenced to NAD 83.
 AA2377
 AA2377.The geoid height was determined by GEOID03.
 AA2377
 AA2377;                    North         East     Units Scale Factor Converg.
 AA2377;SPC AL W     -   215,695.587   660,310.979   MT  0.99997818   +0 20 15.1
 AA2377;UTM  16      - 3,534,239.755   513,033.986   MT  0.99960210   +0 04 22.7
 AA2377
 AA2377!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA2377!SPC AL W     -   0.99998856  x   0.99997818  =   0.99996674
 AA2377!UTM  16      -   0.99998856  x   0.99960210  =   0.99959067
 AA2377
 AA2377:                Primary Azimuth Mark                     Grid Az
 AA2377:SPC AL W     -  7 59                                     200 48 28.2
 AA2377:UTM  16      -  7 59                                     201 04 20.6
 AA2377
 AA2377|---------------------------------------------------------------------|
 AA2377| PID    Reference Object                     Distance      Geod. Az  |
 AA2377|                                                           dddmmss.s |
 AA2377| AA2376 7 59                                435.133 METERS 2010843.3 |
 AA2377|---------------------------------------------------------------------|
 AA2377
 AA2377                          SUPERSEDED SURVEY CONTROL
 AA2377
 AA2377  ELLIP H (11/30/94)   72.90   (m)                       GP(       ) 4 1
 AA2377  NGVD 29 (11/30/94)  100.3    (m)          329.     (f) GPS OBS        
 AA2377
 AA2377.Superseded values are not recommended for survey control.
 AA2377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2377.See file dsdata.txt to determine how the superseded data were derived.
 AA2377
 AA2377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1303434240(NAD 83)
 AA2377_MARKER: DD = SURVEY DISK
 AA2377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2377_SP_SET: CONCRETE POST
 AA2377_STAMPING: 7-60 1992
 AA2377_MARK LOGO: ALHD  
 AA2377_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA2377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2377+STABILITY: SURFACE MOTION
 AA2377_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA2377+SATELLITE: SATELLITE OBSERVATIONS - 1992
 AA2377
 AA2377  HISTORY     - Date     Condition        Report By
 AA2377  HISTORY     - 1992     MONUMENTED       ALHD
 AA2377
 AA2377                          STATION DESCRIPTION
 AA2377
 AA2377'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 AA2377'THE STATION IS LOCATED IN BUTLER COUNTY ON THE EAST RIGHT OF WAY OF
 AA2377'BUTLER COUNTY ROAD NO. 11, ABOUT 5.65 MI (9.09 KM) NORTH-NORTHWEST OF
 AA2377'FOREST HOME AND ABOUT 16.20 MI (26.07 KM) WEST-NORTHWEST OF
 AA2377'GREENVILLE. TO REACH THE STATION FROM EXIT 128 ON I-65 (MILE POST
 AA2377'133.65 ON ALA 10) IN GREENVILLE, DRIVE WEST ON ALA 10 FOR 3.20 MI
 AA2377'(5.15 KM) TO MILE POST 130.45 AND BUTLER COUNTY ROAD NO. 54 ON THE
 AA2377'RIGHT, TURN RIGHT ON BUTLER COUNTY ROAD NO. 54 AND DRIVE NORTHWEST,
 AA2377'NORTH, AND NORTHWEST FOR 15.80 MI (25.43 KM) TO THE END OF BUTLER
 AA2377'COUNTY ROAD NO. 54 AND THE STATION ON THE RIGHT. THE STATION IS
 AA2377'LOCATED IN THE NORTHEAST QUADRANT OF THE JUNCTION OF BUTLER COUNTY
 AA2377'ROAD NO. 11 AND BUTLER COUNTY ROAD NO. 54, 36.0 FT (11.0 M)
 AA2377'EAST-SOUTHEAST OF THE CENTERLINE OF BUTLER COUNTY ROAD NO. 11, 47.3 FT
 AA2377'(14.4 M) SOUTH OF A BUTLER COUNTY 11 SIGN, 58.4 FT (17.8 M) EAST OF A
 AA2377'BUTLER COUNTY 54 DIRECTIONAL SIGN ACROSS BUTLER COUNTY ROAD NO. 11,
 AA2377'78.8 FT (24.0 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 40 ACROSS BUTLER
 AA2377'COUNTY ROAD NO. 11, 80.0 FT (24.4 M) EAST OF JUNCTION TRANSFORMER
 AA2377'POWER POLE NO. 24 8 ACROSS BUTLER COUNTY ROAD NO. 11, 88.5 FT (27.0 M)
 AA2377'WEST-NORTHWEST OF BENCH MARK B 348 1951 RESET 1970, 92.0 FT (28.0 M)
 AA2377'NORTH-NORTHWEST OF A STOP SIGN, 98.0 FT (29.9 M) NORTH-NORTHEAST OF
 AA2377'THE CENTERLINE OF BUTLER COUNTY ROAD NO. 54, 140.8 FT (42.9 M) NORTH
 AA2377'OF TELEPHONE CABLE PEDESTAL NO. 39 ACROSS BUTLER COUNTY ROAD NO. 54,
 AA2377'1.5 FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA2377'WITH THE GROUND. STATION 7-59 1992 MAY BE USED AS AN AZIMUTH FOR THIS
 AA2377'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2028 ***********************************************************************
 BU2028  DESIGNATION -  7 7
 BU2028  PID         -  BU2028
 BU2028  STATE/COUNTY-  AL/BUTLER
 BU2028  USGS QUAD   -  PIGEON CREEK (1971)
 BU2028
 BU2028                         *CURRENT SURVEY CONTROL
 BU2028  ___________________________________________________________________
 BU2028* NAD 83(1992)-  31 38 58.94730(N)    086 30 42.44930(W)     ADJUSTED  
 BU2028* NAVD 88     -       114.5    (meters)     376.     (feet)  GPS OBS   
 BU2028  ___________________________________________________________________
 BU2028  X           -     330,658.941 (meters)                     COMP
 BU2028  Y           -  -5,424,546.468 (meters)                     COMP
 BU2028  Z           -   3,327,475.025 (meters)                     COMP
 BU2028  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 BU2028  ELLIP HEIGHT-          87.60  (meters)          (07/29/02) GPS OBS
 BU2028  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BU2028
 BU2028  HORZ ORDER  -  FIRST
 BU2028  ELLP ORDER  -  FOURTH    CLASS I
 BU2028
 BU2028.The horizontal coordinates were established by GPS observations
 BU2028.and adjusted by the National Geodetic Survey in December 1992..
 BU2028
 BU2028.The orthometric height was determined by GPS observations and a
 BU2028.high-resolution geoid model.
 BU2028
 BU2028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2028
 BU2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2028
 BU2028.The ellipsoidal height was determined by GPS observations
 BU2028.and is referenced to NAD 83.
 BU2028
 BU2028.The geoid height was determined by GEOID03.
 BU2028
 BU2028;                    North         East     Units Scale Factor Converg.
 BU2028;SPC AL W     -   183,309.260   693,728.050   MT  1.00004164   +0 31 06.9
 BU2028;UTM  16      - 3,501,712.975   546,288.614   MT  0.99962643   +0 15 22.2
 BU2028
 BU2028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2028!SPC AL W     -   0.99998624  x   1.00004164  =   1.00002788
 BU2028!UTM  16      -   0.99998624  x   0.99962643  =   0.99961268
 BU2028
 BU2028|---------------------------------------------------------------------|
 BU2028| PID    Reference Object                     Distance      Geod. Az  |
 BU2028|                                                           dddmmss.s |
 BU2028| BU2029 7 8                                 397.916 METERS 03002     |
 BU2028|---------------------------------------------------------------------|
 BU2028
 BU2028                          SUPERSEDED SURVEY CONTROL
 BU2028
 BU2028  ELLIP H (12/04/92)   87.61   (m)                       GP(       ) 4 1
 BU2028  NAD 83(1986)-  31 38 58.95921(N)    086 30 42.45177(W) AD(       ) 1
 BU2028  NAD 83(1986)-  31 38 58.95912(N)    086 30 42.45172(W) AD(       ) 1
 BU2028  NGVD 29 (12/04/92)  114.5    (m)          376.     (f) GPS OBS        
 BU2028
 BU2028.Superseded values are not recommended for survey control.
 BU2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2028.See file dsdata.txt to determine how the superseded data were derived.
 BU2028
 BU2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4628901713(NAD 83)
 BU2028_MARKER: DD = SURVEY DISK
 BU2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2028_SP_SET: CONCRETE POST
 BU2028_STAMPING: 7-7 1989
 BU2028_MARK LOGO: ALHD  
 BU2028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2028+STABILITY: SURFACE MOTION
 BU2028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2028+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2028
 BU2028  HISTORY     - Date     Condition        Report By
 BU2028  HISTORY     - 1989     MONUMENTED       ALHD
 BU2028  HISTORY     - 19910621 GOOD             ALHD
 BU2028  HISTORY     - 19930608 GOOD             ALHD
 BU2028
 BU2028                          STATION DESCRIPTION
 BU2028
 BU2028'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2028'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF BUTLER COUNTY ROAD
 BU2028'NO. 59, ABOUT 22.21 KM (13.80 MI) SOUTH-SOUTHEAST OF GREENVILLE AND
 BU2028'ABOUT 21.40 KM (13.30 MI) EAST OF GEORGIANA.
 BU2028'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA HIGHWAY 106 AND
 BU2028'BUTLER COUNTY ROAD NO. 59 AT MILE POST 25.05 ON ALABAMA 106, DRIVE
 BU2028'NORTHEAST ON BUTLER COUNTY ROAD NO. 59 FOR 2.98 KM (1.85 MI) TO THE
 BU2028'STATION ON THE LEFT.
 BU2028'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 10.85 M (35.6 FT)
 BU2028'WEST-NORTHWEST OF THE CENTER LINE OF BUTLER COUNTY ROAD NO. 59, 0.73 M
 BU2028'(2.4 FT) EAST-SOUTHEAST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED
 BU2028'WIRE ON TREATED WOOD POSTS, 1.28 M (4.2 FT) SOUTH OF THE SOUTH GATE
 BU2028'POST OF A STEEL GATE INTO A FIELD, 8.26 M (27.1 FT) SOUTH-SOUTHWEST OF
 BU2028'TELEPHONE CABLE PEDESTAL NO. 277, AND 0.61 M (2.0 FT) EAST-SOUTHEAST
 BU2028'OF A CARSONITE WITNESS POST.
 BU2028'STATION 7-8 CAN BE USED AS AN AZIMUTH.
 BU2028
 BU2028                          STATION RECOVERY (1991)
 BU2028
 BU2028'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2028'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF BUTLER COUNTY ROAD
 BU2028'NO. 59, ABOUT 22.21 KM (13.80 MI) SOUTH-SOUTHEAST OF GREENVILLE AND
 BU2028'ABOUT 21.40 KM (13.30 MI) EAST OF GEORGIANA.
 BU2028'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA HIGHWAY 106 AND
 BU2028'BUTLER COUNTY ROAD NO. 59 AT MILE POST 25.05 ON ALABAMA 106, DRIVE
 BU2028'NORTHEAST ON BUTLER COUNTY ROAD NO. 59 FOR 2.98 KM (1.85 MI) TO THE
 BU2028'STATION ON THE LEFT.
 BU2028'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 10.85 M (35.60 FT)
 BU2028'WEST-NORTHWEST OF THE CENTER LINE OF BUTLER COUNTY ROAD NO. 59, 0.73 M
 BU2028'(2.40 FT) EAST-SOUTHEAST OF A HOG WIRE FENCE WITH ONE STRAND OF
 BU2028'BARBED WIRE ON TREATED WOOD POSTS, 1.28 M (4.20 FT) SOUTH OF THE
 BU2028'SOUTH GATE POST OF A STEEL GATE INTO A FIELD, 8.26 M (27.10 FT)
 BU2028'SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 277, AND 0.61 M
 BU2028'(2.00 FT) EAST-SOUTHEAST OF A CARSONITE WITNESS POST.
 BU2028'STATION 7-8 CAN BE USED AS AN AZIMUTH.
 BU2028
 BU2028                          STATION RECOVERY (1993)
 BU2028
 BU2028'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2029 ***********************************************************************
 BU2029  DESIGNATION -  7 8
 BU2029  PID         -  BU2029
 BU2029  STATE/COUNTY-  AL/BUTLER
 BU2029  USGS QUAD   -  PIGEON CREEK (1971)
 BU2029
 BU2029                         *CURRENT SURVEY CONTROL
 BU2029  ___________________________________________________________________
 BU2029* NAD 83(1992)-  31 39 10.13224(N)    086 30 34.89082(W)     ADJUSTED  
 BU2029* NAVD 88     -       119.0    (meters)     390.     (feet)  VERTCON   
 BU2029  ___________________________________________________________________
 BU2029  X           -     330,846.948 (meters)                     COMP
 BU2029  Y           -  -5,424,357.712 (meters)                     COMP
 BU2029  Z           -   3,327,770.637 (meters)                     COMP
 BU2029  LAPLACE CORR-           1.69  (seconds)                    DEFLEC99
 BU2029  ELLIP HEIGHT-          92.08  (meters)          (07/29/02) GPS OBS
 BU2029  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BU2029
 BU2029  HORZ ORDER  -  FIRST
 BU2029  ELLP ORDER  -  FOURTH    CLASS I
 BU2029
 BU2029.The horizontal coordinates were established by GPS observations
 BU2029.and adjusted by the National Geodetic Survey in December 1992..
 BU2029
 BU2029.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2029.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2029
 BU2029.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2029
 BU2029.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2029
 BU2029.The ellipsoidal height was determined by GPS observations
 BU2029.and is referenced to NAD 83.
 BU2029
 BU2029.The geoid height was determined by GEOID03.
 BU2029
 BU2029;                    North         East     Units Scale Factor Converg.
 BU2029;SPC AL W     -   183,655.563   693,924.072   MT  1.00004210   +0 31 11.0
 BU2029;UTM  16      - 3,502,058.233   546,486.137   MT  0.99962665   +0 15 26.3
 BU2029
 BU2029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2029!SPC AL W     -   0.99998554  x   1.00004210  =   1.00002764
 BU2029!UTM  16      -   0.99998554  x   0.99962665  =   0.99961220
 BU2029
 BU2029|---------------------------------------------------------------------|
 BU2029| PID    Reference Object                     Distance      Geod. Az  |
 BU2029|                                                           dddmmss.s |
 BU2029| BU2028 7 7                                 397.916 METERS 21002     |
 BU2029|---------------------------------------------------------------------|
 BU2029
 BU2029                          SUPERSEDED SURVEY CONTROL
 BU2029
 BU2029  ELLIP H (12/04/92)   92.09   (m)                       GP(       ) 4 1
 BU2029  NAD 83(1986)-  31 39 10.14416(N)    086 30 34.89329(W) AD(       ) 1
 BU2029  NAD 83(1986)-  31 39 10.14406(N)    086 30 34.89323(W) AD(       ) 1
 BU2029  NGVD 29 (12/04/92)  119.0    (m)          390.     (f) GPS OBS        
 BU2029
 BU2029.Superseded values are not recommended for survey control.
 BU2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2029.See file dsdata.txt to determine how the superseded data were derived.
 BU2029
 BU2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA4648602058(NAD 83)
 BU2029_MARKER: DD = SURVEY DISK
 BU2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2029_SP_SET: CONCRETE POST
 BU2029_STAMPING: 7-8 1989
 BU2029_MARK LOGO: ALHD  
 BU2029_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2029+STABILITY: SURFACE MOTION
 BU2029_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2029+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU2029
 BU2029  HISTORY     - Date     Condition        Report By
 BU2029  HISTORY     - 1989     MONUMENTED       ALHD
 BU2029  HISTORY     - 19930608 GOOD             ALHD
 BU2029
 BU2029                          STATION DESCRIPTION
 BU2029
 BU2029'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2029'THE STATION IS LOCATED ON THE WEST RIGHT OF WAY OF BUTLER COUNTY ROAD
 BU2029'NO. 59, ABOUT 22.05 KM (13.70 MI) SOUTH-SOUTHEAST OF GREENVILLE AND
 BU2029'ABOUT 21.57 KM (13.40 MI) EAST OF GEORGIANA.
 BU2029'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA HIGHWAY 106 AND
 BU2029'BUTLER COUNTY ROAD NO. 59 AT MILE POST 25.05 ON ALABAMA 106, DRIVE
 BU2029'NORTHEAST ON BUTLER COUNTY ROAD NO. 59 3.38 KM (2.10 MI) TO BUTLER
 BU2029'COUNTY ROAD NO. 23 ON THE RIGHT AND THE STATION ON THE LEFT.
 BU2029'THE STATION IS SET FLUSH WITH THE SURFACE AND IS 12.01 M (39.4 FT)
 BU2029'NORTHWEST OF THE CENTER LINE OF BUTLER COUNTY ROAD NO. 59, 13.23 M
 BU2029'(43.4 FT) SOUTHWEST OF A BUTLER COUNTY ROAD NO. 23 LEFT SIGN, 26.52 M
 BU2029'(87.0 FT) WEST OF A CONCRETE RIGHT OF WAY MARKER ACROSS BUTLER COUNTY
 BU2029'ROAD NO. 59, 22.46 M (73.7 FT) NORTH-NORTHEAST OF TELEPHONE CABLE
 BU2029'PEDESTAL NO. 272, 24.54 M (80.5 FT) NORTH-NORTHWEST OF THE CENTER OF
 BU2029'THE INTERSECTION OF BUTLER COUNTY ROAD NO. 23 AND BUTLER COUNTY ROAD
 BU2029'NO. 59, AND 0.91 M (3.0 FT) NORTHWEST OF A CARSONITE WITNESS POST.
 BU2029'STATION 7-7 CAN BE USED AS AN AZIMUTH.
 BU2029
 BU2029                          STATION RECOVERY (1993)
 BU2029
 BU2029'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU2029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2209 ***********************************************************************
 BU2209  DESIGNATION -  7 9
 BU2209  PID         -  BU2209
 BU2209  STATE/COUNTY-  AL/BUTLER
 BU2209  USGS QUAD   -  MC KENZIE (1986)
 BU2209
 BU2209                         *CURRENT SURVEY CONTROL
 BU2209  ___________________________________________________________________
 BU2209* NAD 83(1992)-  31 32 01.17393(N)    086 43 53.97230(W)     ADJUSTED  
 BU2209* NAVD 88     -       119.6    (meters)     392.     (feet)  VERTCON   
 BU2209  ___________________________________________________________________
 BU2209  X           -     310,224.884 (meters)                     COMP
 BU2209  Y           -  -5,432,509.357 (meters)                     COMP
 BU2209  Z           -   3,316,516.916 (meters)                     COMP
 BU2209  LAPLACE CORR-           2.04  (seconds)                    DEFLEC99
 BU2209  ELLIP HEIGHT-          92.41  (meters)          (07/29/02) GPS OBS
 BU2209  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BU2209
 BU2209  HORZ ORDER  -  FIRST
 BU2209  ELLP ORDER  -  FOURTH    CLASS I
 BU2209
 BU2209.The horizontal coordinates were established by GPS observations
 BU2209.and adjusted by the National Geodetic Survey in May 1994..
 BU2209
 BU2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2209
 BU2209.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2209
 BU2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2209
 BU2209.The ellipsoidal height was determined by GPS observations
 BU2209.and is referenced to NAD 83.
 BU2209
 BU2209.The geoid height was determined by GEOID03.
 BU2209
 BU2209;                    North         East     Units Scale Factor Converg.
 BU2209;SPC AL W     -   170,274.455   672,964.153   MT  0.99999897   +0 24 06.7
 BU2209;SPC AL E     -   114,946.787   114,689.384   MT  1.00004973   -0 28 11.5
 BU2209;UTM  16      - 3,488,778.454   525,473.732   MT  0.99960800   +0 08 25.2
 BU2209
 BU2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2209!SPC AL W     -   0.99998549  x   0.99999897  =   0.99998446
 BU2209!SPC AL E     -   0.99998549  x   1.00004973  =   1.00003522
 BU2209!UTM  16      -   0.99998549  x   0.99960800  =   0.99959350
 BU2209
 BU2209|---------------------------------------------------------------------|
 BU2209| PID    Reference Object                     Distance      Geod. Az  |
 BU2209|                                                           dddmmss.s |
 BU2209| AA2290 7 10                                388.728 METERS 04239     |
 BU2209|---------------------------------------------------------------------|
 BU2209
 BU2209                          SUPERSEDED SURVEY CONTROL
 BU2209
 BU2209  ELLIP H (05/24/94)   92.44   (m)                       GP(       ) 4 1
 BU2209  NGVD 29 (05/24/94)  119.6    (m)          392.     (f) GPS OBS        
 BU2209
 BU2209.Superseded values are not recommended for survey control.
 BU2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2209.See file dsdata.txt to determine how the superseded data were derived.
 BU2209
 BU2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2547488778(NAD 83)
 BU2209_MARKER: DD = SURVEY DISK
 BU2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2209_SP_SET: CONCRETE POST
 BU2209_STAMPING: 7-9 1990
 BU2209_MARK LOGO: ALHD  
 BU2209_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BU2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2209+STABILITY: SURFACE MOTION
 BU2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2209+SATELLITE: SATELLITE OBSERVATIONS - April 12, 1994
 BU2209
 BU2209  HISTORY     - Date     Condition        Report By
 BU2209  HISTORY     - 1990     MONUMENTED       ALHD
 BU2209  HISTORY     - 19931103 GOOD
 BU2209  HISTORY     - 19940412 GOOD             ALHD
 BU2209
 BU2209                          STATION DESCRIPTION
 BU2209
 BU2209'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2209'THE STATION IS LOCATED IN BUTLER COUNTY ON THE SOUTHEAST RIGHT OF WAY
 BU2209'OF U.S. 31 ABOUT 1.2 MI (1.9 KM) SOUTHWEST OF MCKENZIE AND ABOUT 7.2
 BU2209'MI (11.6 KM) SOUTH OF GEORGIANA.
 BU2209'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 55 IN
 BU2209'MCKENZIE, DRIVE SOUTHWEST ON U.S. 31 FOR 1.3 MI (2.1 KM) TO MILE POST
 BU2209'114.40 AND THE STATION ON THE LEFT.
 BU2209'THE STATION IS 44.1 FT (13.4 M) SOUTHEAST OF THE CENTERLINE OF U.S.
 BU2209'31, AND 162.9 FT (49.7 M) NORTHEAST OF THE NORTHEAST END OF AN
 BU2209'18-INCH PIPE UNDER A FIELD ROAD.
 BU2209
 BU2209                          STATION RECOVERY (1993)
 BU2209
 BU2209'RECOVERED 1993
 BU2209'RECOVERED IN GOOD CONDITION.
 BU2209
 BU2209                          STATION RECOVERY (1994)
 BU2209
 BU2209'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLB)
 BU2209'THE STATION IS LOCATED IN BUTLER COUNTY ON THE SOUTHEAST RIGHT OF WAY
 BU2209'OF U.S. 31 ABOUT 1.2 MI (1.9 KM) SOUTHWEST OF MCKENZIE AND ABOUT 7.2
 BU2209'MI (11.6 KM) SOUTH OF GEORGIANA. TO REACH THE STATION FROM THE
 BU2209'JUNCTION OF U.S. 31 AND ALA 55 IN MCKENZIE, DRIVE SOUTHWEST ON U.S. 31
 BU2209'FOR 1.05 MI (1.69 KM) TO MILE POST 114.40 AND THE STATION ON THE LEFT.
 BU2209'THE STATION IS 44.1 FT (13.4 M) SOUTHEAST OF THE CENTERLINE OF U.S.
 BU2209'31, 162.9 FT (49.7 M) NORTHEAST OF THE NORTHEAST END OF AN 18-INCH
 BU2209'PIPE UNDER A FIELD ROAD AND 2.54 FT (0.77 M) EAST-SOUTHEAST OF A
 BU2209'CARSONITE WITNESS POST. STATION 7-10 MAY BE USED AS AN AZIMUTH FOR
 BU2209'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0625 ***********************************************************************
 CM0625  DESIGNATION -  708
 CM0625  PID         -  CM0625
 CM0625  STATE/COUNTY-  AL/LEE
 CM0625  USGS QUAD   -  BLEECKER (1973)
 CM0625
 CM0625                         *CURRENT SURVEY CONTROL
 CM0625  ___________________________________________________________________
 CM0625* NAD 83(1986)-  32 35 04.     (N)    085 11 03.     (W)     SCALED    
 CM0625* NAVD 88     -       216.668  (meters)     710.85   (feet)  POSTED    
 CM0625  ___________________________________________________________________
 CM0625  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CM0625  DYNAMIC HT  -         216.410 (meters)     710.01  (feet)  COMP
 CM0625  MODELED GRAV-     979,457.6   (mgal)                       NAVD 88
 CM0625
 CM0625  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 CM0625
 CM0625.The horizontal coordinates were scaled from a topographic map and have
 CM0625.an estimated accuracy of +/- 6 seconds.
 CM0625
 CM0625.The orthometric height was determined by differential leveling
 CM0625.and adjusted by the National Geodetic Survey in 1992..
 CM0625.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 CM0625.rate of 4.1 thru 8.0 mm/km.
 CM0625
 CM0625.The geoid height was determined by GEOID03.
 CM0625
 CM0625.The dynamic height is computed by dividing the NAVD 88
 CM0625.geopotential number by the normal gravity value computed on the
 CM0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0625.degrees latitude (g = 980.6199 gals.).
 CM0625
 CM0625.The modeled gravity was interpolated from observed gravity values.
 CM0625
 CM0625;                    North         East    Units  Estimated Accuracy
 CM0625;SPC AL E     -   231,300.      260,950.      MT  (+/- 180 meters Scaled)
 CM0625
 CM0625                          SUPERSEDED SURVEY CONTROL
 CM0625
 CM0625  NGVD 29 (??/??/92)  216.658  (m)          710.82   (f) ADJ UNCH    1 2
 CM0625
 CM0625.Superseded values are not recommended for survey control.
 CM0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0625.See file dsdata.txt to determine how the superseded data were derived.
 CM0625
 CM0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB704066(NAD 83)
 CM0625_MARKER: DD = SURVEY DISK
 CM0625_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CM0625_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CM0625_STAMPING: 710.819 708 ADJ 1903
 CM0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0625
 CM0625  HISTORY     - Date     Condition        Report By
 CM0625  HISTORY     - 1903     MONUMENTED       USGS
 CM0625  HISTORY     - 1943     GOOD             NGS
 CM0625
 CM0625                          STATION DESCRIPTION
 CM0625
 CM0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CM0625'AT SHOTWELL.
 CM0625'AT SHOTWELL, LEE COUNTY, ON THE CENTRAL OF GEORGIA RAILWAY, 36
 CM0625'FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION, AND 55 FEET
 CM0625'SOUTH OF THE SOUTH RAIL.  A UNITED STATES GEOLOGICAL SURVEY
 CM0625'STANDARD CAP, STAMPED 710.819 708 ADJ 1903 AND RIVETED ON THE TOP
 CM0625'OF A 3-1/2 INCH IRON PIPE PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1415 ***********************************************************************
 BU1415  DESIGNATION -  71
 BU1415  PID         -  BU1415
 BU1415  STATE/COUNTY-  AL/ESCAMBIA
 BU1415  USGS QUAD   -  FLOMATON (1986)
 BU1415
 BU1415                         *CURRENT SURVEY CONTROL
 BU1415  ___________________________________________________________________
 BU1415* NAD 83(1986)-  31 01 40.     (N)    087 20 47.     (W)     SCALED    
 BU1415* NAVD 88     -        82.355  (meters)     270.19   (feet)  ADJUSTED  
 BU1415  ___________________________________________________________________
 BU1415  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BU1415  DYNAMIC HT  -          82.251 (meters)     269.85  (feet)  COMP
 BU1415  MODELED GRAV-     979,372.1   (mgal)                       NAVD 88
 BU1415
 BU1415  VERT ORDER  -  FIRST     CLASS II
 BU1415
 BU1415.The horizontal coordinates were scaled from a topographic map and have
 BU1415.an estimated accuracy of +/- 6 seconds.
 BU1415
 BU1415.The orthometric height was determined by differential leveling
 BU1415.and adjusted by the National Geodetic Survey in June 1991..
 BU1415
 BU1415.The geoid height was determined by GEOID03.
 BU1415
 BU1415.The dynamic height is computed by dividing the NAVD 88
 BU1415.geopotential number by the normal gravity value computed on the
 BU1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1415.degrees latitude (g = 980.6199 gals.).
 BU1415
 BU1415.The modeled gravity was interpolated from observed gravity values.
 BU1415
 BU1415;                    North         East    Units  Estimated Accuracy
 BU1415;SPC AL W     -   113,940.      614,670.      MT  (+/- 180 meters Scaled)
 BU1415
 BU1415                          SUPERSEDED SURVEY CONTROL
 BU1415
 BU1415  NGVD 29 (??/??/92)   82.336  (m)          270.13   (f) ADJ UNCH    1 2
 BU1415
 BU1415.Superseded values are not recommended for survey control.
 BU1415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1415.See file dsdata.txt to determine how the superseded data were derived.
 BU1415
 BU1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV669327(NAD 83)
 BU1415_MARKER: DD = SURVEY DISK
 BU1415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1415_STAMPING: 71
 BU1415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1415+STABILITY: SURFACE MOTION
 BU1415
 BU1415  HISTORY     - Date     Condition        Report By
 BU1415  HISTORY     - UNK      MONUMENTED       ALGS
 BU1415  HISTORY     - 1955     GOOD             NGS
 BU1415
 BU1415                          STATION DESCRIPTION
 BU1415
 BU1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1415'5.85 MI W FROM FLOMATON.
 BU1415'5.85 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU1415'STATION AT FLOMATON, ABOUT 0.15 MILE EAST OF MILE POST 613, ABOUT 75
 BU1415'YARDS NORTH AND ACROSS U.S. HIGHWAY 31 FROM THE TRACK, ABOUT 0.1 MILE
 BU1415'NORTHWEST OF CROSSING OF TRACK AND A GRADED ROAD LEADING SOUTHEAST, AT
 BU1415'THE T JUNCTION OF HIGHWAY 31 AND A ROAD LEADING NORTH TO SARDIS
 BU1415'CHURCH, 63 FEET NORTH OF CENTER LINE OF HIGHWAY, 42 FEET WEST OF
 BU1415'CENTER LINE OF ROAD NORTH, 23 1/2 FEET NORTHEAST OF TELEPHONE POLE NO.
 BU1415'4852, 32 FEET EAST OF POWER POLE NO. 20 B/1, 15 FEET NORTH OF NORTH
 BU1415'EDGE OF A CONCRETE LINED DITCH, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY
 BU1415'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1009 ***********************************************************************
 EF1009  DESIGNATION -  71
 EF1009  PID         -  EF1009
 EF1009  STATE/COUNTY-  AL/COLBERT
 EF1009  USGS QUAD   -  KILLEN (1971)
 EF1009
 EF1009                         *CURRENT SURVEY CONTROL
 EF1009  ___________________________________________________________________
 EF1009* NAD 83(1986)-  34 47 38.     (N)    087 37 24.     (W)     SCALED    
 EF1009* NAVD 88     -       156.742  (meters)     514.24   (feet)  POSTED    
 EF1009  ___________________________________________________________________
 EF1009  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EF1009  DYNAMIC HT  -         156.590 (meters)     513.75  (feet)  COMP
 EF1009  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 EF1009
 EF1009  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1009
 EF1009.The horizontal coordinates were scaled from a topographic map and have
 EF1009.an estimated accuracy of +/- 6 seconds.
 EF1009
 EF1009.The orthometric height was determined by differential leveling
 EF1009.and adjusted by the National Geodetic Survey in 1992..
 EF1009.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1009.rate of 0.0 thru 1.0 mm/km.
 EF1009
 EF1009.The geoid height was determined by GEOID03.
 EF1009
 EF1009.The dynamic height is computed by dividing the NAVD 88
 EF1009.geopotential number by the normal gravity value computed on the
 EF1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1009.degrees latitude (g = 980.6199 gals.).
 EF1009
 EF1009.The modeled gravity was interpolated from observed gravity values.
 EF1009
 EF1009;                    North         East    Units  Estimated Accuracy
 EF1009;SPC AL W     -   531,590.      588,710.      MT  (+/- 180 meters Scaled)
 EF1009
 EF1009                          SUPERSEDED SURVEY CONTROL
 EF1009
 EF1009  NGVD 29 (??/??/92)  156.708  (m)          514.13   (f) ADJ UNCH    1 2
 EF1009
 EF1009.Superseded values are not recommended for survey control.
 EF1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1009.See file dsdata.txt to determine how the superseded data were derived.
 EF1009
 EF1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD429503(NAD 83)
 EF1009_MARKER: DD = SURVEY DISK
 EF1009_SETTING: 66 = SET IN ROCK OUTCROP
 EF1009_SP_SET: LIMESTONE ROCK
 EF1009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1009+STABILITY: POSITION/ELEVATION WELL
 EF1009
 EF1009  HISTORY     - Date     Condition        Report By
 EF1009  HISTORY     - UNK      MONUMENTED       USE
 EF1009  HISTORY     - 1933     GOOD             NGS
 EF1009  HISTORY     - 1950     GOOD             TVA
 EF1009
 EF1009                          STATION DESCRIPTION
 EF1009
 EF1009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1009'2.5 MI SW FROM FLORENCE.
 EF1009'AT WILSON DAM ON LEFT BANK OF RIVER APPROXIMATELY 600 FEET UPSTREAM
 EF1009'FROM POWER HOUSE.  ON FIRST PROJECTING POINT ABOVE DAM ON TOP OF
 EF1009'LIMESTONE LEDGE APPROXIMATELY 12 FEET FROM LAKE LEVEL.  NOTE-- MARK IS
 EF1009'1 FOOT NORTHEAST OF A ROCK WITH A WHITE CROSS PAINTED ON IT.
 EF1009
 EF1009                          STATION RECOVERY (1950)
 EF1009
 EF1009'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1009'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1898 ***********************************************************************
 DG1898  DESIGNATION -  710 A
 DG1898  PID         -  DG1898
 DG1898  STATE/COUNTY-  AL/CALHOUN
 DG1898  USGS QUAD   -  ANNISTON (1972)
 DG1898
 DG1898                         *CURRENT SURVEY CONTROL
 DG1898  ___________________________________________________________________
 DG1898* NAD 83(1986)-  33 39 41.     (N)    085 50 00.     (W)     SCALED    
 DG1898* NAVD 88     -       216.357  (meters)     709.83   (feet)  ADJUSTED  
 DG1898  ___________________________________________________________________
 DG1898  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG1898  DYNAMIC HT  -         216.123 (meters)     709.06  (feet)  COMP
 DG1898  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 DG1898
 DG1898  VERT ORDER  -  SECOND    CLASS 0
 DG1898
 DG1898.The horizontal coordinates were scaled from a topographic map and have
 DG1898.an estimated accuracy of +/- 6 seconds.
 DG1898
 DG1898.The orthometric height was determined by differential leveling
 DG1898.and adjusted by the National Geodetic Survey in June 1991..
 DG1898
 DG1898.The geoid height was determined by GEOID03.
 DG1898
 DG1898.The dynamic height is computed by dividing the NAVD 88
 DG1898.geopotential number by the normal gravity value computed on the
 DG1898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1898.degrees latitude (g = 980.6199 gals.).
 DG1898
 DG1898.The modeled gravity was interpolated from observed gravity values.
 DG1898
 DG1898;                    North         East    Units  Estimated Accuracy
 DG1898;SPC AL E     -   350,550.      200,000.      MT  (+/- 180 meters Scaled)
 DG1898
 DG1898                          SUPERSEDED SURVEY CONTROL
 DG1898
 DG1898  NGVD 29 (??/??/92)  216.273  (m)          709.56   (f) ADJ UNCH    2 0
 DG1898
 DG1898.Superseded values are not recommended for survey control.
 DG1898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1898.See file dsdata.txt to determine how the superseded data were derived.
 DG1898
 DG1898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC081252(NAD 83)
 DG1898_MARKER: DD = SURVEY DISK
 DG1898_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1898_SP_SET: MONUMENT
 DG1898_STAMPING: 710 A
 DG1898_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1898
 DG1898  HISTORY     - Date     Condition        Report By
 DG1898  HISTORY     - UNK      MONUMENTED       USGS
 DG1898  HISTORY     - 1947     GOOD             NGS
 DG1898
 DG1898                          STATION DESCRIPTION
 DG1898
 DG1898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DG1898'AT ANNISTON.
 DG1898'AT ANNISTON, AT THE LOUISVILLE AND NASHVILLE RAILROAD STATION, SET
 DG1898'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE BASE OF THE SOUTHEAST
 DG1898'COLUMN OF THE PORCH, 1.8 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0674 ***********************************************************************
 CM0674  DESIGNATION -  713 A
 CM0674  PID         -  CM0674
 CM0674  STATE/COUNTY-  AL/LEE
 CM0674  USGS QUAD   -  AUBURN (1983)
 CM0674
 CM0674                         *CURRENT SURVEY CONTROL
 CM0674  ___________________________________________________________________
 CM0674* NAD 83(1986)-  32 36 22.     (N)    085 28 57.     (W)     SCALED    
 CM0674* NAVD 88     -       217.133  (meters)     712.38   (feet)  ADJUSTED  
 CM0674  ___________________________________________________________________
 CM0674  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CM0674  DYNAMIC HT  -         216.877 (meters)     711.54  (feet)  COMP
 CM0674  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 CM0674
 CM0674  VERT ORDER  -  FIRST     CLASS I
 CM0674
 CM0674.The horizontal coordinates were scaled from a topographic map and have
 CM0674.an estimated accuracy of +/- 6 seconds.
 CM0674
 CM0674.The orthometric height was determined by differential leveling
 CM0674.and adjusted by the National Geodetic Survey in June 1991..
 CM0674
 CM0674.The geoid height was determined by GEOID03.
 CM0674
 CM0674.The dynamic height is computed by dividing the NAVD 88
 CM0674.geopotential number by the normal gravity value computed on the
 CM0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0674.degrees latitude (g = 980.6199 gals.).
 CM0674
 CM0674.The modeled gravity was interpolated from observed gravity values.
 CM0674
 CM0674;                    North         East    Units  Estimated Accuracy
 CM0674;SPC AL E     -   233,570.      232,930.      MT  (+/- 180 meters Scaled)
 CM0674
 CM0674                          SUPERSEDED SURVEY CONTROL
 CM0674
 CM0674  NGVD 29 (??/??/92)  217.104  (m)          712.28   (f) ADJ UNCH    1 1
 CM0674
 CM0674.Superseded values are not recommended for survey control.
 CM0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0674.See file dsdata.txt to determine how the superseded data were derived.
 CM0674
 CM0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB423086(NAD 83)
 CM0674_MARKER: DD = SURVEY DISK
 CM0674_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0674_SP_SET: BUILDING
 CM0674_STAMPING: 712.282 713 A
 CM0674_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0674
 CM0674  HISTORY     - Date     Condition        Report By
 CM0674  HISTORY     - UNK      MONUMENTED       USGS
 CM0674  HISTORY     - 1968     GOOD             NGS
 CM0674
 CM0674                          STATION DESCRIPTION
 CM0674
 CM0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0674'AT AUBURN.
 CM0674'AT AUBURN, ON THE CAMPUS OF AUBURN UNIVERSITY, ABOUT 100 YARDS
 CM0674'SOUTHWEST OF THE CENTER OF THE INTERSECTION OF COLLEGE STREET AND
 CM0674'MAGNOLIA AVENUE, SET VERTICALLY IN THE NORTH FACE OF THE NORTHEAST
 CM0674'CORNER OF THE MUSIC HALL (A LARGE TWO STORY RED BRICK BUILDING),
 CM0674'1.1 FEET WEST OF THE NORTHEAST CORNER OF THE BUILDING, 4.6 FEET
 CM0674'ABOVE THE LEVEL OF THE GROUND AND ABOUT 6 FEET ABOVE THE LEVEL OF
 CM0674'THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0802 ***********************************************************************
 DH0802  DESIGNATION -  715
 DH0802  PID         -  DH0802
 DH0802  STATE/COUNTY-  AL/SHELBY
 DH0802  USGS QUAD   -  SHELBY (1980)
 DH0802
 DH0802                         *CURRENT SURVEY CONTROL
 DH0802  ___________________________________________________________________
 DH0802* NAD 83(1986)-  33 06 18.     (N)    086 30 40.     (W)     SCALED    
 DH0802* NAVD 88     -       129.519  (meters)     424.93   (feet)  ADJUSTED  
 DH0802  ___________________________________________________________________
 DH0802  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0802  DYNAMIC HT  -         129.373 (meters)     424.45  (feet)  COMP
 DH0802  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 DH0802
 DH0802  VERT ORDER  -  SECOND    CLASS 0
 DH0802
 DH0802.The horizontal coordinates were scaled from a topographic map and have
 DH0802.an estimated accuracy of +/- 6 seconds.
 DH0802
 DH0802.The orthometric height was determined by differential leveling
 DH0802.and adjusted by the National Geodetic Survey in June 1991..
 DH0802
 DH0802.The geoid height was determined by GEOID03.
 DH0802
 DH0802.The dynamic height is computed by dividing the NAVD 88
 DH0802.geopotential number by the normal gravity value computed on the
 DH0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0802.degrees latitude (g = 980.6199 gals.).
 DH0802
 DH0802.The modeled gravity was interpolated from observed gravity values.
 DH0802
 DH0802;                    North         East    Units  Estimated Accuracy
 DH0802;SPC AL W     -   344,690.      692,300.      MT  (+/- 180 meters Scaled)
 DH0802
 DH0802                          SUPERSEDED SURVEY CONTROL
 DH0802
 DH0802  NGVD 29 (??/??/92)  129.477  (m)          424.79   (f) ADJ UNCH    2 0
 DH0802
 DH0802.Superseded values are not recommended for survey control.
 DH0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0802.See file dsdata.txt to determine how the superseded data were derived.
 DH0802
 DH0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB456630(NAD 83)
 DH0802_MARKER: DD = SURVEY DISK
 DH0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0802_STAMPING: 715
 DH0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0802+STABILITY: SURFACE MOTION
 DH0802
 DH0802  HISTORY     - Date     Condition        Report By
 DH0802  HISTORY     - UNK      MONUMENTED       USGS
 DH0802  HISTORY     - 1949     GOOD             NGS
 DH0802
 DH0802                          STATION DESCRIPTION
 DH0802
 DH0802'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0802'5.3 MI E FROM SHELBY.
 DH0802'5.3 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 DH0802'STATION AT SHELBY, SHELBY COUNTY, 5 FEET NORTHWEST OF THE NORTHWEST
 DH0802'CORNER OF THE BOX-CAR STATION AT MOSTELLERS, AT A ROAD CROSSING, 30
 DH0802'FEET EAST OF THE ROAD, AND 30 FEET NORTH OF THE NORTH RAIL.  A UNITED
 DH0802'STATES GEOLOGICAL SURVEY STANDARD DISK, STAMPED 715 AND SET IN THE TOP
 DH0802'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1010 ***********************************************************************
 EF1010  DESIGNATION -  72
 EF1010  PID         -  EF1010
 EF1010  STATE/COUNTY-  AL/COLBERT
 EF1010  USGS QUAD   -  FLORENCE (1971)
 EF1010
 EF1010                         *CURRENT SURVEY CONTROL
 EF1010  ___________________________________________________________________
 EF1010* NAD 83(1986)-  34 46 54.     (N)    087 38 55.     (W)     SCALED    
 EF1010* NAVD 88     -       145.861  (meters)     478.55   (feet)  POSTED    
 EF1010  ___________________________________________________________________
 EF1010  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EF1010  DYNAMIC HT  -         145.720 (meters)     478.08  (feet)  COMP
 EF1010  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 EF1010
 EF1010  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1010
 EF1010.The horizontal coordinates were scaled from a topographic map and have
 EF1010.an estimated accuracy of +/- 6 seconds.
 EF1010
 EF1010.The orthometric height was determined by differential leveling
 EF1010.and adjusted by the National Geodetic Survey in 1992..
 EF1010.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1010.rate of 0.0 thru 1.0 mm/km.
 EF1010
 EF1010.The geoid height was determined by GEOID03.
 EF1010
 EF1010.The dynamic height is computed by dividing the NAVD 88
 EF1010.geopotential number by the normal gravity value computed on the
 EF1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1010.degrees latitude (g = 980.6199 gals.).
 EF1010
 EF1010.The modeled gravity was interpolated from observed gravity values.
 EF1010
 EF1010;                    North         East    Units  Estimated Accuracy
 EF1010;SPC AL W     -   530,230.      586,400.      MT  (+/- 180 meters Scaled)
 EF1010
 EF1010                          SUPERSEDED SURVEY CONTROL
 EF1010
 EF1010  NGVD 29 (??/??/92)  145.827  (m)          478.43   (f) ADJ UNCH    1 2
 EF1010
 EF1010.Superseded values are not recommended for survey control.
 EF1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1010.See file dsdata.txt to determine how the superseded data were derived.
 EF1010
 EF1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD406490(NAD 83)
 EF1010_MARKER: DD = SURVEY DISK
 EF1010_SETTING: 66 = SET IN ROCK OUTCROP
 EF1010_SP_SET: LIMESTONE ROCK
 EF1010_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1010+STABILITY: POSITION/ELEVATION WELL
 EF1010
 EF1010  HISTORY     - Date     Condition        Report By
 EF1010  HISTORY     - UNK      MONUMENTED       USE
 EF1010  HISTORY     - 1933     GOOD             NGS
 EF1010  HISTORY     - 1971     MARK NOT FOUND   TVA
 EF1010
 EF1010                          STATION DESCRIPTION
 EF1010
 EF1010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1010'IN FLROENCE.
 EF1010'AT U.S. NITRATE PLANT NO. 2 STEAM PLANT.  APPROX. 300 FEET SOUTH OF
 EF1010'PLANT BLDG. ON POINT OF HILL.  100 FEET WEST OF ROAD.  12 FEET SOUTH
 EF1010'OF 24 IN. RED OAK TREE.  ON POINT OF HARD BLUE LIMESTONE ROCK.
 EF1010
 EF1010                          STATION RECOVERY (1971)
 EF1010
 EF1010'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 EF1010'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1782 ***********************************************************************
 DG1782  DESIGNATION -  721
 DG1782  PID         -  DG1782
 DG1782  STATE/COUNTY-  AL/CALHOUN
 DG1782  USGS QUAD   -  PIEDMONT (1983)
 DG1782
 DG1782                         *CURRENT SURVEY CONTROL
 DG1782  ___________________________________________________________________
 DG1782* NAD 83(1986)-  33 55 24.     (N)    085 36 41.     (W)     SCALED    
 DG1782* NAVD 88     -       215.024  (meters)     705.46   (feet)  ADJUSTED  
 DG1782  ___________________________________________________________________
 DG1782  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG1782  DYNAMIC HT  -         214.798 (meters)     704.72  (feet)  COMP
 DG1782  MODELED GRAV-     979,578.2   (mgal)                       NAVD 88
 DG1782
 DG1782  VERT ORDER  -  FIRST     CLASS II
 DG1782
 DG1782.The horizontal coordinates were scaled from a topographic map and have
 DG1782.an estimated accuracy of +/- 6 seconds.
 DG1782
 DG1782.The orthometric height was determined by differential leveling
 DG1782.and adjusted by the National Geodetic Survey in June 1991..
 DG1782
 DG1782.The geoid height was determined by GEOID03.
 DG1782
 DG1782.The dynamic height is computed by dividing the NAVD 88
 DG1782.geopotential number by the normal gravity value computed on the
 DG1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1782.degrees latitude (g = 980.6199 gals.).
 DG1782
 DG1782.The modeled gravity was interpolated from observed gravity values.
 DG1782
 DG1782;                    North         East    Units  Estimated Accuracy
 DG1782;SPC AL E     -   379,620.      220,520.      MT  (+/- 180 meters Scaled)
 DG1782
 DG1782                          SUPERSEDED SURVEY CONTROL
 DG1782
 DG1782  NGVD 29 (??/??/92)  214.95   (m)          705.2    (f) COMPUTED    1 2
 DG1782
 DG1782.Superseded values are not recommended for survey control.
 DG1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1782.See file dsdata.txt to determine how the superseded data were derived.
 DG1782
 DG1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC283545(NAD 83)
 DG1782_MARKER: DD = SURVEY DISK
 DG1782_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1782_SP_SET: BUILDING
 DG1782_STAMPING: 721 ELEV 705.058 FT R
 DG1782_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1782
 DG1782  HISTORY     - Date     Condition        Report By
 DG1782  HISTORY     - UNK      MONUMENTED       USGS
 DG1782  HISTORY     - 1948     GOOD             NGS
 DG1782  HISTORY     - 1980     MARK NOT FOUND   NGS
 DG1782
 DG1782                          STATION DESCRIPTION
 DG1782
 DG1782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1782'AT PIEDMONT.
 DG1782'AT PIEDMONT, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF CENTER
 DG1782'STREET AND LADIGA STREET, SET VERTICALLY IN THE EAST FACE AT THE
 DG1782'SOUTHEAST CORNER OF THE BRICK STORE BUILDING OCCUPIED BY THE FAIR
 DG1782'STORE, 55 FEET NORTH OF THE CENTER LINE OF LADIGA STREET, 31 FEET
 DG1782'WEST OF THE CENTER LINE OF CENTER STREET, 1 FOOT NORTH OF THE
 DG1782'CORNER AND 2 FEET ABOVE THE SIDEWALK.  NOTE-- MARK APPEARS TO
 DG1782'HAVE BEEN POORLY SET AS IT PROTRUDES ABOUT 1/2-INCH OUT OF THE WALL,
 DG1782'BUT IT IS BELIEVED THAT MARK WAS SET THIS WAY AND PROBABLY NOT
 DG1782'DISTURBED.
 DG1782
 DG1782                          STATION RECOVERY (1980)
 DG1782
 DG1782'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DG1782'NOT RECOVERED, THE SOUTHEAST CORNER OF THE BUILDING HAS BEEN REFACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1012 ***********************************************************************
 EF1012  DESIGNATION -  73
 EF1012  PID         -  EF1012
 EF1012  STATE/COUNTY-  AL/LAUDERDALE
 EF1012  USGS QUAD   -  FLORENCE (1971)
 EF1012
 EF1012                         *CURRENT SURVEY CONTROL
 EF1012  ___________________________________________________________________
 EF1012* NAD 83(1986)-  34 47 09.     (N)    087 40 13.     (W)     SCALED    
 EF1012* NAVD 88     -       128.847  (meters)     422.73   (feet)  POSTED    
 EF1012  ___________________________________________________________________
 EF1012  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EF1012  DYNAMIC HT  -         128.720 (meters)     422.31  (feet)  COMP
 EF1012  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 EF1012
 EF1012  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EF1012
 EF1012.The horizontal coordinates were scaled from a topographic map and have
 EF1012.an estimated accuracy of +/- 6 seconds.
 EF1012
 EF1012.The orthometric height was determined by differential leveling
 EF1012.and adjusted by the National Geodetic Survey in 1992..
 EF1012.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EF1012.rate of 1.1 thru 2.0 mm/km.
 EF1012
 EF1012.The geoid height was determined by GEOID03.
 EF1012
 EF1012.The dynamic height is computed by dividing the NAVD 88
 EF1012.geopotential number by the normal gravity value computed on the
 EF1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1012.degrees latitude (g = 980.6199 gals.).
 EF1012
 EF1012.The modeled gravity was interpolated from observed gravity values.
 EF1012
 EF1012;                    North         East    Units  Estimated Accuracy
 EF1012;SPC AL W     -   530,700.      584,420.      MT  (+/- 180 meters Scaled)
 EF1012
 EF1012                          SUPERSEDED SURVEY CONTROL
 EF1012
 EF1012  NGVD 29 (??/??/92)  128.817  (m)          422.63   (f) ADJ UNCH    1 2
 EF1012
 EF1012.Superseded values are not recommended for survey control.
 EF1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1012.See file dsdata.txt to determine how the superseded data were derived.
 EF1012
 EF1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD386494(NAD 83)
 EF1012_MARKER: DD = SURVEY DISK
 EF1012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF1012_SP_SET: DAM
 EF1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1012
 EF1012  HISTORY     - Date     Condition        Report By
 EF1012  HISTORY     - UNK      MONUMENTED       USE
 EF1012  HISTORY     - 1933     GOOD             NGS
 EF1012  HISTORY     - 1971     MARK NOT FOUND   TVA
 EF1012
 EF1012                          STATION DESCRIPTION
 EF1012
 EF1012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1012'IN FLORENCE.
 EF1012'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT MILE 207 1/2,
 EF1012'AT LOCK AND DAM NO. 1.  ON LOWER END OF RIVER WALL OF LOCK.
 EF1012
 EF1012                          STATION RECOVERY (1971)
 EF1012
 EF1012'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1971
 EF1012'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0720 ***********************************************************************
 EF0720  DESIGNATION -  73 M 23
 EF0720  PID         -  EF0720
 EF0720  STATE/COUNTY-  AL/MADISON
 EF0720  USGS QUAD   -  FARLEY (1982)
 EF0720
 EF0720                         *CURRENT SURVEY CONTROL
 EF0720  ___________________________________________________________________
 EF0720* NAD 83(1986)-  34 35 46.     (N)    086 33 13.     (W)     SCALED    
 EF0720* NAVD 88     -       181.411  (meters)     595.18   (feet)  POSTED    
 EF0720  ___________________________________________________________________
 EF0720  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 EF0720  DYNAMIC HT  -         181.230 (meters)     594.59  (feet)  COMP
 EF0720  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 EF0720
 EF0720  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EF0720
 EF0720.The horizontal coordinates were scaled from a topographic map and have
 EF0720.an estimated accuracy of +/- 6 seconds.
 EF0720
 EF0720.The orthometric height was determined by differential leveling
 EF0720.and adjusted by the National Geodetic Survey in 1992..
 EF0720.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EF0720.rate of 1.1 thru 2.0 mm/km.
 EF0720
 EF0720.The geoid height was determined by GEOID03.
 EF0720
 EF0720.The dynamic height is computed by dividing the NAVD 88
 EF0720.geopotential number by the normal gravity value computed on the
 EF0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0720.degrees latitude (g = 980.6199 gals.).
 EF0720
 EF0720.The modeled gravity was interpolated from observed gravity values.
 EF0720
 EF0720;                    North         East    Units  Estimated Accuracy
 EF0720;SPC AL E     -   454,460.      133,930.      MT  (+/- 180 meters Scaled)
 EF0720
 EF0720                          SUPERSEDED SURVEY CONTROL
 EF0720
 EF0720  NGVD 29 (??/??/92)  181.374  (m)          595.06   (f) ADJ UNCH    2 0
 EF0720
 EF0720.Superseded values are not recommended for survey control.
 EF0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0720.See file dsdata.txt to determine how the superseded data were derived.
 EF0720
 EF0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED409283(NAD 83)
 EF0720_MARKER: DD = SURVEY DISK
 EF0720_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0720_SP_SET: CULVERT
 EF0720_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0720
 EF0720  HISTORY     - Date     Condition        Report By
 EF0720  HISTORY     - UNK      MONUMENTED       USGS
 EF0720  HISTORY     - 1934     GOOD             NGS
 EF0720
 EF0720                          STATION DESCRIPTION
 EF0720
 EF0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0720'IN FARLEY.
 EF0720'IN TOP CENTER WEST HEADWALL OF CULVERT, MILE 58 AND 5 1/2 POLES OVER
 EF0720'RAVINE BETWEEN TWO NORTH SECTION HOUSES OF N.C. AND ST. L.R.R. AND
 EF0720'ABOUT 1 1/2 POLES NORTH OF FARLEY DEPOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1263 ***********************************************************************
 CM1263  DESIGNATION -  737 A
 CM1263  PID         -  CM1263
 CM1263  STATE/COUNTY-  AL/TALLAPOOSA
 CM1263  USGS QUAD   -  DADEVILLE (1971)
 CM1263
 CM1263                         *CURRENT SURVEY CONTROL
 CM1263  ___________________________________________________________________
 CM1263* NAD 83(1986)-  32 49 52.     (N)    085 45 50.     (W)     SCALED    
 CM1263* NAVD 88     -       225.046  (meters)     738.34   (feet)  ADJUSTED  
 CM1263  ___________________________________________________________________
 CM1263  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CM1263  DYNAMIC HT  -         224.783 (meters)     737.48  (feet)  COMP
 CM1263  MODELED GRAV-     979,463.6   (mgal)                       NAVD 88
 CM1263
 CM1263  VERT ORDER  -  SECOND    CLASS 0
 CM1263
 CM1263.The horizontal coordinates were scaled from a topographic map and have
 CM1263.an estimated accuracy of +/- 6 seconds.
 CM1263
 CM1263.The orthometric height was determined by differential leveling
 CM1263.and adjusted by the National Geodetic Survey in June 1991..
 CM1263
 CM1263.The geoid height was determined by GEOID03.
 CM1263
 CM1263.The dynamic height is computed by dividing the NAVD 88
 CM1263.geopotential number by the normal gravity value computed on the
 CM1263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1263.degrees latitude (g = 980.6199 gals.).
 CM1263
 CM1263.The modeled gravity was interpolated from observed gravity values.
 CM1263
 CM1263;                    North         East    Units  Estimated Accuracy
 CM1263;SPC AL E     -   258,470.      206,500.      MT  (+/- 180 meters Scaled)
 CM1263
 CM1263                          SUPERSEDED SURVEY CONTROL
 CM1263
 CM1263  NGVD 29 (??/??/92)  225.024  (m)          738.27   (f) ADJ UNCH    2 0
 CM1263
 CM1263.Superseded values are not recommended for survey control.
 CM1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1263.See file dsdata.txt to determine how the superseded data were derived.
 CM1263
 CM1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB156332(NAD 83)
 CM1263_MARKER: DD = SURVEY DISK
 CM1263_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1263_SP_SET: BUILDING
 CM1263_STAMPING: 737 A
 CM1263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1263
 CM1263  HISTORY     - Date     Condition        Report By
 CM1263  HISTORY     - UNK      MONUMENTED       USGS
 CM1263  HISTORY     - 1934     GOOD             NGS
 CM1263  HISTORY     - 19340622 GOOD             USGS
 CM1263
 CM1263                          STATION DESCRIPTION
 CM1263
 CM1263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM1263'AT DADEVILLE.
 CM1263'IN THE NORTH WALL OF COUNTY COURT HOUSE BUILDING, 17 INCHES WEST
 CM1263'OF NORTH EAST CORNER, 5 FEET ABOVE SIDE WALK.
 CM1263
 CM1263                          STATION RECOVERY (1934)
 CM1263
 CM1263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1934
 CM1263'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1011 ***********************************************************************
 EF1011  DESIGNATION -  74
 EF1011  PID         -  EF1011
 EF1011  STATE/COUNTY-  AL/COLBERT
 EF1011  USGS QUAD   -  FLORENCE (1971)
 EF1011
 EF1011                         *CURRENT SURVEY CONTROL
 EF1011  ___________________________________________________________________
 EF1011* NAD 83(1986)-  34 46 52.     (N)    087 40 05.     (W)     SCALED    
 EF1011* NAVD 88     -       134.363  (meters)     440.82   (feet)  POSTED    
 EF1011  ___________________________________________________________________
 EF1011  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EF1011  DYNAMIC HT  -         134.230 (meters)     440.39  (feet)  COMP
 EF1011  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 EF1011
 EF1011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1011
 EF1011.The horizontal coordinates were scaled from a topographic map and have
 EF1011.an estimated accuracy of +/- 6 seconds.
 EF1011
 EF1011.The orthometric height was determined by differential leveling
 EF1011.and adjusted by the National Geodetic Survey in 1992..
 EF1011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1011.rate of 0.0 thru 1.0 mm/km.
 EF1011
 EF1011.The geoid height was determined by GEOID03.
 EF1011
 EF1011.The dynamic height is computed by dividing the NAVD 88
 EF1011.geopotential number by the normal gravity value computed on the
 EF1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1011.degrees latitude (g = 980.6199 gals.).
 EF1011
 EF1011.The modeled gravity was interpolated from observed gravity values.
 EF1011
 EF1011;                    North         East    Units  Estimated Accuracy
 EF1011;SPC AL W     -   530,170.      584,620.      MT  (+/- 180 meters Scaled)
 EF1011
 EF1011                          SUPERSEDED SURVEY CONTROL
 EF1011
 EF1011  NGVD 29 (??/??/92)  134.332  (m)          440.72   (f) ADJ UNCH    1 2
 EF1011
 EF1011.Superseded values are not recommended for survey control.
 EF1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1011.See file dsdata.txt to determine how the superseded data were derived.
 EF1011
 EF1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD388489(NAD 83)
 EF1011_MARKER: DD = SURVEY DISK
 EF1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF1011_SP_SET: PIER
 EF1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1011
 EF1011  HISTORY     - Date     Condition        Report By
 EF1011  HISTORY     - UNK      MONUMENTED       USE
 EF1011  HISTORY     - 1933     GOOD             NGS
 EF1011  HISTORY     - 1950     GOOD             TVA
 EF1011
 EF1011                          STATION DESCRIPTION
 EF1011
 EF1011'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1011'IN FLORENCE.
 EF1011'LOCATED ALONG THE LEFT BANK OF THE TENNESSEE RIVER AT MILE 207 1/2, AT
 EF1011'FLORENCE BRIDGE.  ON TOP OF 2ND PIER FROM LEFT BANK UPSTREAM SIDE.
 EF1011
 EF1011                          STATION RECOVERY (1950)
 EF1011
 EF1011'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0832 ***********************************************************************
 EE0832  DESIGNATION -  740 RESET
 EE0832  PID         -  EE0832
 EE0832  STATE/COUNTY-  AL/CHEROKEE
 EE0832  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE0832
 EE0832                         *CURRENT SURVEY CONTROL
 EE0832  ___________________________________________________________________
 EE0832* NAD 83(1986)-  34 01 38.     (N)    085 29 42.     (W)     SCALED    
 EE0832* NAVD 88     -       225.321  (meters)     739.24   (feet)  ADJUSTED  
 EE0832  ___________________________________________________________________
 EE0832  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EE0832  DYNAMIC HT  -         225.085 (meters)     738.47  (feet)  COMP
 EE0832  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 EE0832
 EE0832  VERT ORDER  -  SECOND    CLASS 0
 EE0832
 EE0832.The horizontal coordinates were scaled from a topographic map and have
 EE0832.an estimated accuracy of +/- 6 seconds.
 EE0832
 EE0832.The orthometric height was determined by differential leveling
 EE0832.and adjusted by the National Geodetic Survey in June 1991..
 EE0832
 EE0832.The geoid height was determined by GEOID03.
 EE0832
 EE0832.The dynamic height is computed by dividing the NAVD 88
 EE0832.geopotential number by the normal gravity value computed on the
 EE0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0832.degrees latitude (g = 980.6199 gals.).
 EE0832
 EE0832.The modeled gravity was interpolated from observed gravity values.
 EE0832
 EE0832;                    North         East    Units  Estimated Accuracy
 EE0832;SPC AL E     -   391,180.      231,250.      MT  (+/- 180 meters Scaled)
 EE0832
 EE0832                          SUPERSEDED SURVEY CONTROL
 EE0832
 EE0832  NGVD 29 (??/??/92)  225.246  (m)          738.99   (f) ADJ UNCH    2 0
 EE0832
 EE0832.Superseded values are not recommended for survey control.
 EE0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0832.See file dsdata.txt to determine how the superseded data were derived.
 EE0832
 EE0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC389661(NAD 83)
 EE0832_MARKER: C = CAP OF CAP-AND-BOLT PAIR
 EE0832_SETTING: 0 = UNSPECIFIED SETTING
 EE0832_STAMPING: 740 RESET 1948
 EE0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0832
 EE0832  HISTORY     - Date     Condition        Report By
 EE0832  HISTORY     - UNK      MONUMENTED       USGS
 EE0832  HISTORY     - 1948     GOOD             NGS
 EE0832
 EE0832                          STATION DESCRIPTION
 EE0832
 EE0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 EE0832'AT ROCK RUN.
 EE0832'AT ROCK RUN, AT THE SOUTHWEST CORNER OF HARDINS STORE BUILDING,
 EE0832'25 FEET SOUTHWEST OF THE WEST CORNER OF THE STORE, 9 FEET NORTH
 EE0832'OF THE NORTH CORNER OF A WHITE FRAME HOUSE, 12.5 FEET SOUTHEAST
 EE0832'OF THE SOUTHEAST EDGE OF A CONCRETE WALK, 1 FOOT NORTHEAST OF
 EE0832'THE NORTHEAST EDGE OF A BRICK WALK, AND PROJECTING 4 INCHES.
 EE0832'(*)RESET AND STAMPED THUS BY THIS PARTY IN 1948.  NO DESCR. OF
 EE0832'ORIG. MARK AVAILABLE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0636 ***********************************************************************
 CM0636  DESIGNATION -  751
 CM0636  PID         -  CM0636
 CM0636  STATE/COUNTY-  AL/LEE
 CM0636  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM0636
 CM0636                         *CURRENT SURVEY CONTROL
 CM0636  ___________________________________________________________________
 CM0636* NAD 83(1986)-  32 37 23.     (N)    085 17 19.     (W)     SCALED    
 CM0636* NAVD 88     -       229.821  (meters)     754.00   (feet)  ADJUSTED  
 CM0636  ___________________________________________________________________
 CM0636  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CM0636  DYNAMIC HT  -         229.549 (meters)     753.11  (feet)  COMP
 CM0636  MODELED GRAV-     979,447.2   (mgal)                       NAVD 88
 CM0636
 CM0636  VERT ORDER  -  FIRST     CLASS II
 CM0636
 CM0636.The horizontal coordinates were scaled from a topographic map and have
 CM0636.an estimated accuracy of +/- 6 seconds.
 CM0636
 CM0636.The orthometric height was determined by differential leveling
 CM0636.and adjusted by the National Geodetic Survey in June 1991..
 CM0636
 CM0636.The geoid height was determined by GEOID03.
 CM0636
 CM0636.The dynamic height is computed by dividing the NAVD 88
 CM0636.geopotential number by the normal gravity value computed on the
 CM0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0636.degrees latitude (g = 980.6199 gals.).
 CM0636
 CM0636.The modeled gravity was interpolated from observed gravity values.
 CM0636
 CM0636;                    North         East    Units  Estimated Accuracy
 CM0636;SPC AL E     -   235,520.      251,120.      MT  (+/- 180 meters Scaled)
 CM0636
 CM0636                          SUPERSEDED SURVEY CONTROL
 CM0636
 CM0636  NGVD 29 (??/??/92)  229.792  (m)          753.91   (f) ADJ UNCH    1 2
 CM0636
 CM0636.Superseded values are not recommended for survey control.
 CM0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0636.See file dsdata.txt to determine how the superseded data were derived.
 CM0636
 CM0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB605107(NAD 83)
 CM0636_MARKER: DB = BENCH MARK DISK
 CM0636_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CM0636_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CM0636_STAMPING: 753.909 751 ADJ 1903
 CM0636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0636
 CM0636  HISTORY     - Date     Condition        Report By
 CM0636  HISTORY     - 1903     MONUMENTED       USGS
 CM0636  HISTORY     - 1943     GOOD             NGS
 CM0636  HISTORY     - 1968     GOOD             NGS
 CM0636
 CM0636                          STATION DESCRIPTION
 CM0636
 CM0636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CM0636'3 MI E FROM CHEWACLA.
 CM0636'3.0 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CM0636'STATION AT CHEWACLA, LEE COUNTY, 96 FEET NORTHWEST OF MILEPOST S
 CM0636'313, 13 FEET SOUTHEAST OF THE SOUTH CORNER OF A HIGHWAY OVERPASS,
 CM0636'AND 33 FEET SOUTHWEST OF THE SOUTH RAIL.  A UNITED STATES
 CM0636'GEOLOGICAL SURVEY STANDARD CAP, STAMPED 753.909 751 ADJ 1903 AND
 CM0636'RIVETED ON THE TOP OF A 3-1/2 INCH IRON PIPE PROJECTING 20 INCHES
 CM0636'ABOVE GROUND.
 CM0636
 CM0636                          STATION RECOVERY (1968)
 CM0636
 CM0636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CM0636'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1021 ***********************************************************************
 EF1021  DESIGNATION -  76
 EF1021  PID         -  EF1021
 EF1021  STATE/COUNTY-  AL/COLBERT
 EF1021  USGS QUAD   -  FLORENCE (1971)
 EF1021
 EF1021                         *CURRENT SURVEY CONTROL
 EF1021  ___________________________________________________________________
 EF1021* NAD 83(1986)-  34 46 11.     (N)    087 42 25.     (W)     SCALED    
 EF1021* NAVD 88     -       132.823  (meters)     435.77   (feet)  POSTED    
 EF1021  ___________________________________________________________________
 EF1021  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EF1021  DYNAMIC HT  -         132.700 (meters)     435.37  (feet)  COMP
 EF1021  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 EF1021
 EF1021  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1021
 EF1021.The horizontal coordinates were scaled from a topographic map and have
 EF1021.an estimated accuracy of +/- 6 seconds.
 EF1021
 EF1021.The orthometric height was determined by differential leveling
 EF1021.and adjusted by the National Geodetic Survey in 1992..
 EF1021.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1021.rate of 0.0 thru 1.0 mm/km.
 EF1021
 EF1021.The geoid height was determined by GEOID03.
 EF1021
 EF1021.The dynamic height is computed by dividing the NAVD 88
 EF1021.geopotential number by the normal gravity value computed on the
 EF1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1021.degrees latitude (g = 980.6199 gals.).
 EF1021
 EF1021.The modeled gravity was interpolated from observed gravity values.
 EF1021
 EF1021;                    North         East    Units  Estimated Accuracy
 EF1021;SPC AL W     -   528,920.      581,060.      MT  (+/- 180 meters Scaled)
 EF1021
 EF1021                          SUPERSEDED SURVEY CONTROL
 EF1021
 EF1021  NGVD 29 (??/??/92)  132.79   (m)          435.7    (f) COMPUTED    1 2
 EF1021
 EF1021.Superseded values are not recommended for survey control.
 EF1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1021.See file dsdata.txt to determine how the superseded data were derived.
 EF1021
 EF1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD353477(NAD 83)
 EF1021_MARKER: DD = SURVEY DISK
 EF1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1021+STABILITY: SURFACE MOTION
 EF1021
 EF1021  HISTORY     - Date     Condition        Report By
 EF1021  HISTORY     - UNK      MONUMENTED       USE
 EF1021  HISTORY     - 1933     GOOD             NGS
 EF1021  HISTORY     - 1950     GOOD             TVA
 EF1021
 EF1021                          STATION DESCRIPTION
 EF1021
 EF1021'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1021'IN SHEFFIELD.
 EF1021'LOCATED ALONG THE LEFT BANK OF THE TENNESSEE RIVER AT MILE 210, AT
 EF1021'SHEFFIELD LDG.  APPROXIMATELY 500 FEET SOUTH OF RIVER AND 40 FEET WEST
 EF1021'OF ROAD TO LANDING DIRECTLY ACROSS ROAD FROM MOUTH OF SMALL HOLLOW.
 EF1021'BETWEEN TWO 18 IN. SWEET GUM TREES 10 FEET APART.  NOTE-- MARK IS 2
 EF1021'FEET SOUTHWEST OF STEEL POST WITH CONTROL MARKER SIGN.
 EF1021
 EF1021                          STATION RECOVERY (1950)
 EF1021
 EF1021'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1021'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0561 ***********************************************************************
 BU0561  DESIGNATION -  77
 BU0561  PID         -  BU0561
 BU0561  STATE/COUNTY-  AL/CONECUH
 BU0561  USGS QUAD   -  LYEFFION (1986)
 BU0561
 BU0561                         *CURRENT SURVEY CONTROL
 BU0561  ___________________________________________________________________
 BU0561* NAD 83(1986)-  31 34 55.     (N)    086 58 47.     (W)     SCALED    
 BU0561* NAVD 88     -       143.827  (meters)     471.87   (feet)  ADJUSTED  
 BU0561  ___________________________________________________________________
 BU0561  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BU0561  DYNAMIC HT  -         143.650 (meters)     471.29  (feet)  COMP
 BU0561  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 BU0561
 BU0561  VERT ORDER  -  SECOND    CLASS 0
 BU0561
 BU0561.The horizontal coordinates were scaled from a topographic map and have
 BU0561.an estimated accuracy of +/- 6 seconds.
 BU0561
 BU0561.The orthometric height was determined by differential leveling
 BU0561.and adjusted by the National Geodetic Survey in June 1991..
 BU0561
 BU0561.The geoid height was determined by GEOID03.
 BU0561
 BU0561.The dynamic height is computed by dividing the NAVD 88
 BU0561.geopotential number by the normal gravity value computed on the
 BU0561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0561.degrees latitude (g = 980.6199 gals.).
 BU0561
 BU0561.The modeled gravity was interpolated from observed gravity values.
 BU0561
 BU0561;                    North         East    Units  Estimated Accuracy
 BU0561;SPC AL W     -   175,490.      649,380.      MT  (+/- 180 meters Scaled)
 BU0561
 BU0561                          SUPERSEDED SURVEY CONTROL
 BU0561
 BU0561  NGVD 29 (??/??/92)  143.810  (m)          471.82   (f) ADJ UNCH    2 0
 BU0561
 BU0561.Superseded values are not recommended for survey control.
 BU0561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0561.See file dsdata.txt to determine how the superseded data were derived.
 BU0561
 BU0561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV019940(NAD 83)
 BU0561_MARKER: DD = SURVEY DISK
 BU0561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0561_STAMPING: 77
 BU0561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0561+STABILITY: SURFACE MOTION
 BU0561
 BU0561  HISTORY     - Date     Condition        Report By
 BU0561  HISTORY     - 1943     MONUMENTED       ALGS
 BU0561
 BU0561                          STATION DESCRIPTION
 BU0561
 BU0561'DESCRIBED BY ALABAMA GEODETIC SURVEY 1943
 BU0561'8.4 MI NW FROM OWASSA.
 BU0561'8.4 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 BU0561'OWASSA, CONECUH COUNTY, THENCE 1.0 MILE NORTHWEST ALONG STATE HIGHWAY
 BU0561'83.  1.3 MILES SOUTHEAST OF A FORESTRY LOOKOUT TOWER, ON TOP OF A
 BU0561'HILL, 167 FEET NORTH OF A POWER-TRANSMISSION LINE POLE, 42 FEET WEST
 BU0561'OF THE CENTER LINE OF THE HIGHWAY, AND 0.6 FOOT SOUTH OF A WHITE
 BU0561'WOODEN WITNESS POST.  A STATE SURVEY STANDARD DISK, STAMPED 77 AND SET
 BU0561'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1023 ***********************************************************************
 EF1023  DESIGNATION -  77
 EF1023  PID         -  EF1023
 EF1023  STATE/COUNTY-  AL/COLBERT
 EF1023  USGS QUAD   -  TUSCUMBIA (1971)
 EF1023
 EF1023                         *CURRENT SURVEY CONTROL
 EF1023  ___________________________________________________________________
 EF1023* NAD 83(1986)-  34 44 55.     (N)    087 43 34.     (W)     SCALED    
 EF1023* NAVD 88     -       128.725  (meters)     422.33   (feet)  POSTED    
 EF1023  ___________________________________________________________________
 EF1023  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EF1023  DYNAMIC HT  -         128.600 (meters)     421.92  (feet)  COMP
 EF1023  MODELED GRAV-     979,668.6   (mgal)                       NAVD 88
 EF1023
 EF1023  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1023
 EF1023.The horizontal coordinates were scaled from a topographic map and have
 EF1023.an estimated accuracy of +/- 6 seconds.
 EF1023
 EF1023.The orthometric height was determined by differential leveling
 EF1023.and adjusted by the National Geodetic Survey in 1992..
 EF1023.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1023.rate of 0.0 thru 1.0 mm/km.
 EF1023
 EF1023.The geoid height was determined by GEOID03.
 EF1023
 EF1023.The dynamic height is computed by dividing the NAVD 88
 EF1023.geopotential number by the normal gravity value computed on the
 EF1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1023.degrees latitude (g = 980.6199 gals.).
 EF1023
 EF1023.The modeled gravity was interpolated from observed gravity values.
 EF1023
 EF1023;                    North         East    Units  Estimated Accuracy
 EF1023;SPC AL W     -   526,580.      579,300.      MT  (+/- 180 meters Scaled)
 EF1023
 EF1023                          SUPERSEDED SURVEY CONTROL
 EF1023
 EF1023  NGVD 29 (??/??/92)  128.701  (m)          422.25   (f) ADJ UNCH    1 2
 EF1023
 EF1023.Superseded values are not recommended for survey control.
 EF1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1023.See file dsdata.txt to determine how the superseded data were derived.
 EF1023
 EF1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD335454(NAD 83)
 EF1023_MARKER: DD = SURVEY DISK
 EF1023_SETTING: 66 = SET IN ROCK OUTCROP
 EF1023_SP_SET: LIMESTONE ROCK
 EF1023_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1023+STABILITY: POSITION/ELEVATION WELL
 EF1023
 EF1023  HISTORY     - Date     Condition        Report By
 EF1023  HISTORY     - UNK      MONUMENTED       USE
 EF1023  HISTORY     - 1950     GOOD             TVA
 EF1023  HISTORY     - 1973     GOOD             TVA
 EF1023
 EF1023                          STATION DESCRIPTION
 EF1023
 EF1023'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EF1023'2 MI SW FROM SHEFFIELD.
 EF1023'ABOUT 2 MILES DOWNSTREAM FROM SHEFFIELD, COLBERT COUNTY, ON THE LEFT
 EF1023'BANK OF THE TENNESSEE RIVER AT MILEAGE 212.  ABOUT 120 FEET FROM THE
 EF1023'CREST OF THE UPSTREAM BANK OF CREEK, 22 FEET TOWARDS THE RIVER FROM AN
 EF1023'18-INCH BLAZED CEDAR TREE.  ABOUT 35 FEET SOUTHWEST FROM A NOTICEABLE
 EF1023'SHAPE ROCK VERTICAL BLUFF AND ON THE SECOND BENCH OF LIMESTONE ROCK
 EF1023'FACING THE RIVER.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK.
 EF1023
 EF1023                          STATION RECOVERY (1973)
 EF1023
 EF1023'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1023'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0722 ***********************************************************************
 EF0722  DESIGNATION -  77 M 23
 EF0722  PID         -  EF0722
 EF0722  STATE/COUNTY-  AL/MADISON
 EF0722  USGS QUAD   -  HUNTSVILLE (1991)
 EF0722
 EF0722                         *CURRENT SURVEY CONTROL
 EF0722  ___________________________________________________________________
 EF0722* NAD 83(1986)-  34 37 51.     (N)    086 33 55.     (W)     SCALED    
 EF0722* NAVD 88     -       183.700  (meters)     602.69   (feet)  POSTED    
 EF0722  ___________________________________________________________________
 EF0722  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EF0722  DYNAMIC HT  -         183.510 (meters)     602.07  (feet)  COMP
 EF0722  MODELED GRAV-     979,612.4   (mgal)                       NAVD 88
 EF0722
 EF0722  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0722
 EF0722.The horizontal coordinates were scaled from a topographic map and have
 EF0722.an estimated accuracy of +/- 6 seconds.
 EF0722
 EF0722.The orthometric height was determined by differential leveling
 EF0722.and adjusted by the National Geodetic Survey in 1992..
 EF0722.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0722.rate of 0.0 thru 1.0 mm/km.
 EF0722
 EF0722.The geoid height was determined by GEOID03.
 EF0722
 EF0722.The dynamic height is computed by dividing the NAVD 88
 EF0722.geopotential number by the normal gravity value computed on the
 EF0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0722.degrees latitude (g = 980.6199 gals.).
 EF0722
 EF0722.The modeled gravity was interpolated from observed gravity values.
 EF0722
 EF0722;                    North         East    Units  Estimated Accuracy
 EF0722;SPC AL E     -   458,320.      132,890.      MT  (+/- 180 meters Scaled)
 EF0722
 EF0722                          SUPERSEDED SURVEY CONTROL
 EF0722
 EF0722  NGVD 29 (??/??/92)  183.658  (m)          602.55   (f) ADJ UNCH    2 0
 EF0722
 EF0722.Superseded values are not recommended for survey control.
 EF0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0722.See file dsdata.txt to determine how the superseded data were derived.
 EF0722
 EF0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED398321(NAD 83)
 EF0722_MARKER: DD = SURVEY DISK
 EF0722_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0722_SP_SET: CULVERT
 EF0722_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0722
 EF0722  HISTORY     - Date     Condition        Report By
 EF0722  HISTORY     - UNK      MONUMENTED       USGS
 EF0722  HISTORY     - 1934     GOOD             NGS
 EF0722  HISTORY     - 1960     GOOD             AMS
 EF0722  HISTORY     - 19970905 GOOD             USPSQD
 EF0722
 EF0722                          STATION DESCRIPTION
 EF0722
 EF0722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0722'1.6 MI S FROM LILY FLAGG.
 EF0722'DISC SET IN WEST HEADWALL OF CULVERT, MILE 55 AND 16 1/2 POLES, N.C.
 EF0722'AND ST. L. R.R.  NOTE-- THE RAILROAD IS THE LOUISVILLE AND NASHVILLE.
 EF0722
 EF0722                          STATION RECOVERY (1960)
 EF0722
 EF0722'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 EF0722'RECOVERED IN GOOD CONDITION.
 EF0722
 EF0722                          STATION RECOVERY (1997)
 EF0722
 EF0722'RECOVERY NOTE BY US POWER SQUADRON 1997
 EF0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0645 ***********************************************************************
 CM0645  DESIGNATION -  770
 CM0645  PID         -  CM0645
 CM0645  STATE/COUNTY-  AL/LEE
 CM0645  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM0645
 CM0645                         *CURRENT SURVEY CONTROL
 CM0645  ___________________________________________________________________
 CM0645* NAD 83(1986)-  32 37 12.     (N)    085 20 14.     (W)     SCALED    
 CM0645* NAVD 88     -       235.642  (meters)     773.10   (feet)  ADJUSTED  
 CM0645  ___________________________________________________________________
 CM0645  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CM0645  DYNAMIC HT  -         235.363 (meters)     772.19  (feet)  COMP
 CM0645  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 CM0645
 CM0645  VERT ORDER  -  FIRST     CLASS II
 CM0645
 CM0645.The horizontal coordinates were scaled from a topographic map and have
 CM0645.an estimated accuracy of +/- 6 seconds.
 CM0645
 CM0645.The orthometric height was determined by differential leveling
 CM0645.and adjusted by the National Geodetic Survey in June 1991..
 CM0645
 CM0645.The geoid height was determined by GEOID03.
 CM0645
 CM0645.The dynamic height is computed by dividing the NAVD 88
 CM0645.geopotential number by the normal gravity value computed on the
 CM0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0645.degrees latitude (g = 980.6199 gals.).
 CM0645
 CM0645.The modeled gravity was interpolated from observed gravity values.
 CM0645
 CM0645;                    North         East    Units  Estimated Accuracy
 CM0645;SPC AL E     -   235,160.      246,560.      MT  (+/- 180 meters Scaled)
 CM0645
 CM0645                          SUPERSEDED SURVEY CONTROL
 CM0645
 CM0645  NGVD 29 (??/??/92)  235.607  (m)          772.99   (f) ADJ UNCH    1 2
 CM0645
 CM0645.Superseded values are not recommended for survey control.
 CM0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0645.See file dsdata.txt to determine how the superseded data were derived.
 CM0645
 CM0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB560103(NAD 83)
 CM0645_MARKER: P = PIPE CAP
 CM0645_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 CM0645_SP_SET: METAL PIPE DRIVEN INTO GROUND
 CM0645_STAMPING: 772.987 770 ADJ 1903
 CM0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0645
 CM0645  HISTORY     - Date     Condition        Report By
 CM0645  HISTORY     - 1903     MONUMENTED       USGS
 CM0645  HISTORY     - 1943     GOOD             NGS
 CM0645  HISTORY     - 1967     MARK NOT FOUND   NGS
 CM0645
 CM0645                          STATION DESCRIPTION
 CM0645
 CM0645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CM0645'AT CHEWACLA.
 CM0645'AT CHEWACLA, LEE COUNTY, ON THE CENTRAL OF GEORGIA RAILWAY, ABOUT
 CM0645'200 FEET SOUTHEAST OF THE STATION, 60 FEET SOUTHEAST OF A ROAD
 CM0645'CROSSING, AND 37 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.
 CM0645'A UNITED STATES GEOLOGICAL SURVEY STANDARD CAP, STAMPED 772.987 770
 CM0645'ADJ 1903 AND RIVETED ON THE TOP OF A 3-1/2-INCH IRON PIPE
 CM0645'PROJECTING 10 INCHES ABOVE GROUND.
 CM0645
 CM0645                          STATION RECOVERY (1967)
 CM0645
 CM0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CM0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1140 ***********************************************************************
 DH1140  DESIGNATION -  773
 DH1140  PID         -  DH1140
 DH1140  STATE/COUNTY-  AL/JEFFERSON
 DH1140  USGS QUAD   -  IRONDALE (1978)
 DH1140
 DH1140                         *CURRENT SURVEY CONTROL
 DH1140  ___________________________________________________________________
 DH1140* NAD 83(1986)-  33 32 18.     (N)    086 42 57.     (W)     SCALED    
 DH1140* NAVD 88     -       235.604  (meters)     772.98   (feet)  ADJUSTED  
 DH1140  ___________________________________________________________________
 DH1140  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH1140  DYNAMIC HT  -         235.340 (meters)     772.11  (feet)  COMP
 DH1140  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 DH1140
 DH1140  VERT ORDER  -  FIRST     CLASS II
 DH1140
 DH1140.The horizontal coordinates were scaled from a topographic map and have
 DH1140.an estimated accuracy of +/- 6 seconds.
 DH1140
 DH1140.The orthometric height was determined by differential leveling
 DH1140.and adjusted by the National Geodetic Survey in June 1991..
 DH1140
 DH1140.The geoid height was determined by GEOID03.
 DH1140
 DH1140.The dynamic height is computed by dividing the NAVD 88
 DH1140.geopotential number by the normal gravity value computed on the
 DH1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1140.degrees latitude (g = 980.6199 gals.).
 DH1140
 DH1140.The modeled gravity was interpolated from observed gravity values.
 DH1140
 DH1140;                    North         East    Units  Estimated Accuracy
 DH1140;SPC AL W     -   392,590.      672,830.      MT  (+/- 180 meters Scaled)
 DH1140
 DH1140                          SUPERSEDED SURVEY CONTROL
 DH1140
 DH1140  NGVD 29 (??/??/92)  235.563  (m)          772.84   (f) ADJ UNCH    1 2
 DH1140
 DH1140.Superseded values are not recommended for survey control.
 DH1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1140.See file dsdata.txt to determine how the superseded data were derived.
 DH1140
 DH1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC263110(NAD 83)
 DH1140_MARKER: DD = SURVEY DISK
 DH1140_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1140_SP_SET: PIER
 DH1140_STAMPING: 773 ADJ 1903
 DH1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1140
 DH1140  HISTORY     - Date     Condition        Report By
 DH1140  HISTORY     - 1903     MONUMENTED       USGS
 DH1140  HISTORY     - 1947     GOOD             NGS
 DH1140
 DH1140                          STATION DESCRIPTION
 DH1140
 DH1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1140'0.5 MI W FROM IRONDALE.
 DH1140'ABOUT 0.5 MILE WEST ALONG THE CENTRAL OF GEORGIA RAILROAD FROM THE
 DH1140'STATION AT IRONDALE, SET VERTICALLY IN THE SOUTHWEST CORNER OF THE
 DH1140'CENTER STONE PIER OF THE OVERPASS OF THE LOUISVILLE AND NASHVILLE
 DH1140'RAILROAD OVER THE CENTRAL OF GEORGIA RAILROAD, 26 FEET NORTH OF THE
 DH1140'NORTH RAIL OF THE NORTH TRACK OF THE C. OF G. RAILROAD AND ABOUT 3
 DH1140'FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0031 ***********************************************************************
 CN0031  DESIGNATION -  776 A
 CN0031  PID         -  CN0031
 CN0031  STATE/COUNTY-  AL/COOSA
 CN0031  USGS QUAD   -  KELLYTON (1983)
 CN0031
 CN0031                         *CURRENT SURVEY CONTROL
 CN0031  ___________________________________________________________________
 CN0031* NAD 83(1986)-  32 58 50.     (N)    086 02 00.     (W)     SCALED    
 CN0031* NAVD 88     -       236.969  (meters)     777.46   (feet)  ADJUSTED  
 CN0031  ___________________________________________________________________
 CN0031  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CN0031  DYNAMIC HT  -         236.695 (meters)     776.56  (feet)  COMP
 CN0031  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 CN0031
 CN0031  VERT ORDER  -  SECOND    CLASS 0
 CN0031
 CN0031.The horizontal coordinates were scaled from a topographic map and have
 CN0031.an estimated accuracy of +/- 6 seconds.
 CN0031
 CN0031.The orthometric height was determined by differential leveling
 CN0031.and adjusted by the National Geodetic Survey in June 1991..
 CN0031
 CN0031.The geoid height was determined by GEOID03.
 CN0031
 CN0031.The dynamic height is computed by dividing the NAVD 88
 CN0031.geopotential number by the normal gravity value computed on the
 CN0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0031.degrees latitude (g = 980.6199 gals.).
 CN0031
 CN0031.The modeled gravity was interpolated from observed gravity values.
 CN0031
 CN0031;                    North         East    Units  Estimated Accuracy
 CN0031;SPC AL E     -   275,060.      181,310.      MT  (+/- 180 meters Scaled)
 CN0031
 CN0031                          SUPERSEDED SURVEY CONTROL
 CN0031
 CN0031  NGVD 29 (??/??/92)  236.944  (m)          777.37   (f) ADJ UNCH    2 0
 CN0031
 CN0031.Superseded values are not recommended for survey control.
 CN0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0031.See file dsdata.txt to determine how the superseded data were derived.
 CN0031
 CN0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB903495(NAD 83)
 CN0031_MARKER: DD = SURVEY DISK
 CN0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0031_SP_SET: WALL
 CN0031_STAMPING: 776 A
 CN0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0031
 CN0031  HISTORY     - Date     Condition        Report By
 CN0031  HISTORY     - UNK      MONUMENTED       USGS
 CN0031  HISTORY     - 1949     GOOD             NGS
 CN0031
 CN0031                          STATION DESCRIPTION
 CN0031
 CN0031'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0031'IN KELLYTON.
 CN0031'AT KELLYTON, SET VERTICALLY IN THE NORTHWEST WALL OF EASON GROCERY
 CN0031'STORE, 58 FEET SOUTHEAST AND ACROSS THE BLACK TOP ROAD FROM THE WEST
 CN0031'CORNER OF SAMS GARAGE, 7 1/2 FEET SOUTHWEST OF THE NORTH CORNER OF THE
 CN0031'BUILDING AND 4 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0560 ***********************************************************************
 BU0560  DESIGNATION -  78
 BU0560  PID         -  BU0560
 BU0560  STATE/COUNTY-  AL/CONECUH
 BU0560  USGS QUAD   -  LYEFFION (1986)
 BU0560
 BU0560                         *CURRENT SURVEY CONTROL
 BU0560  ___________________________________________________________________
 BU0560* NAD 83(1986)-  31 35 50.     (N)    086 59 14.     (W)     SCALED    
 BU0560* NAVD 88     -       141.858  (meters)     465.41   (feet)  ADJUSTED  
 BU0560  ___________________________________________________________________
 BU0560  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BU0560  DYNAMIC HT  -         141.683 (meters)     464.84  (feet)  COMP
 BU0560  MODELED GRAV-     979,406.1   (mgal)                       NAVD 88
 BU0560
 BU0560  VERT ORDER  -  SECOND    CLASS 0
 BU0560
 BU0560.The horizontal coordinates were scaled from a topographic map and have
 BU0560.an estimated accuracy of +/- 6 seconds.
 BU0560
 BU0560.The orthometric height was determined by differential leveling
 BU0560.and adjusted by the National Geodetic Survey in June 1991..
 BU0560
 BU0560.The geoid height was determined by GEOID03.
 BU0560
 BU0560.The dynamic height is computed by dividing the NAVD 88
 BU0560.geopotential number by the normal gravity value computed on the
 BU0560.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0560.degrees latitude (g = 980.6199 gals.).
 BU0560
 BU0560.The modeled gravity was interpolated from observed gravity values.
 BU0560
 BU0560;                    North         East    Units  Estimated Accuracy
 BU0560;SPC AL W     -   177,180.      648,660.      MT  (+/- 180 meters Scaled)
 BU0560
 BU0560                          SUPERSEDED SURVEY CONTROL
 BU0560
 BU0560  NGVD 29 (??/??/92)  141.840  (m)          465.35   (f) ADJ UNCH    2 0
 BU0560
 BU0560.Superseded values are not recommended for survey control.
 BU0560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0560.See file dsdata.txt to determine how the superseded data were derived.
 BU0560
 BU0560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV012957(NAD 83)
 BU0560_MARKER: DD = SURVEY DISK
 BU0560_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0560_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0560_STAMPING: 78
 BU0560_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0560+STABILITY: SURFACE MOTION
 BU0560
 BU0560  HISTORY     - Date     Condition        Report By
 BU0560  HISTORY     - UNK      MONUMENTED       ALGS
 BU0560  HISTORY     - 1943     GOOD             NGS
 BU0560
 BU0560                          STATION DESCRIPTION
 BU0560
 BU0560'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0560'8.4 MI NW FROM OWASSA.
 BU0560'8.4 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 BU0560'OWASSA, CONECUH COUNTY, THENCE 2.2 MILES NORTHWEST ALONG STATE HIGHWAY
 BU0560'83.  0.1 MILE EAST OF A FORESTRY LOOKOUT TOWER, AT THE JUNCTION OF A
 BU0560'GRAVEL ROAD LEADING WEST TO THE TOWER, 24 FEET NORTH OF THE CENTER
 BU0560'LINE OF THE GRAVEL ROAD, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BU0560'HIGHWAY, 3.6 FEET SOUTH OF A POWER-TRANSMISSION LINE POLE, AND 1.7
 BU0560'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY
 BU0560'STANDARD DISK, STAMPED 78 AND SET IN THE TOP OF A CONCRETE POST
 BU0560'PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1024 ***********************************************************************
 EF1024  DESIGNATION -  78
 EF1024  PID         -  EF1024
 EF1024  STATE/COUNTY-  AL/COLBERT
 EF1024  USGS QUAD   -  PRIDE (1988)
 EF1024
 EF1024                         *CURRENT SURVEY CONTROL
 EF1024  ___________________________________________________________________
 EF1024* NAD 83(1986)-  34 44 02.     (N)    087 45 33.     (W)     SCALED    
 EF1024* NAVD 88     -       132.552  (meters)     434.88   (feet)  POSTED    
 EF1024  ___________________________________________________________________
 EF1024  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EF1024  DYNAMIC HT  -         132.420 (meters)     434.45  (feet)  COMP
 EF1024  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 EF1024
 EF1024  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1024
 EF1024.The horizontal coordinates were scaled from a topographic map and have
 EF1024.an estimated accuracy of +/- 6 seconds.
 EF1024
 EF1024.The orthometric height was determined by differential leveling
 EF1024.and adjusted by the National Geodetic Survey in 1992..
 EF1024.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1024.rate of 0.0 thru 1.0 mm/km.
 EF1024
 EF1024.The geoid height was determined by GEOID03.
 EF1024
 EF1024.The dynamic height is computed by dividing the NAVD 88
 EF1024.geopotential number by the normal gravity value computed on the
 EF1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1024.degrees latitude (g = 980.6199 gals.).
 EF1024
 EF1024.The modeled gravity was interpolated from observed gravity values.
 EF1024
 EF1024;                    North         East    Units  Estimated Accuracy
 EF1024;SPC AL W     -   524,950.      576,270.      MT  (+/- 180 meters Scaled)
 EF1024
 EF1024                          SUPERSEDED SURVEY CONTROL
 EF1024
 EF1024  NGVD 29 (??/??/92)  132.530  (m)          434.81   (f) ADJ UNCH    1 2
 EF1024
 EF1024.Superseded values are not recommended for survey control.
 EF1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1024.See file dsdata.txt to determine how the superseded data were derived.
 EF1024
 EF1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD305437(NAD 83)
 EF1024_MARKER: DD = SURVEY DISK
 EF1024_SETTING: 66 = SET IN ROCK OUTCROP
 EF1024_SP_SET: ROCK LEDGE
 EF1024_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1024+STABILITY: POSITION/ELEVATION WELL
 EF1024
 EF1024  HISTORY     - Date     Condition        Report By
 EF1024  HISTORY     - UNK      MONUMENTED       USE
 EF1024  HISTORY     - 1934     GOOD             NGS
 EF1024  HISTORY     - 1950     GOOD             TVA
 EF1024
 EF1024                          STATION DESCRIPTION
 EF1024
 EF1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF1024'4 MI NW FROM SHEFFIELD.
 EF1024'ABOUT 4 MILES DOWNSTREAM FROM SHEFFIELD, COLBERT COUNTY, ON THE LEFT
 EF1024'BANK OF TENNESSEE RIVER, AT MILEAGE 214, AT THE OLD KELLYS QUARRY,
 EF1024'ABOUT 300 FEET FROM CREST OF BANK ON THE WEST SIDE OF A HOLLOW IN A
 EF1024'LIMESTONE LEDGE, ABOUT 140 FEET WEST OF A LONE 36-INCH SWEET GUM TREE
 EF1024'THAT SITS ON LEFT BANK OF BRANCH OR DITCH, RUNNING NORTH AND SOUTH,
 EF1024'ABOUT 50 FEET SOUTH OF A ROAD LEADING DOWNSTREAM, THAT FORKS ON THE
 EF1024'EAST FROM ROAD LEADING TO A HOUSE WITH TIN ROOF ON THE RIVER BANK,
 EF1024'ABOUT 50 FEET EAST OF A 10-INCH BLAZED PERSIMMON TREE THAT SITS 12
 EF1024'FEET SOUTH FROM DOWNSTREAM ROAD.  A CORPS OF ENGINEERS, U.S. ARMY,
 EF1024'STANDARD DISK.  NOTE-- MARK IS SET IN THE TOP OF A ROCK OUTCROP AND IS
 EF1024'8 FEET SOUTH OF A WITNESS POST.
 EF1024
 EF1024                          STATION RECOVERY (1950)
 EF1024
 EF1024'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1024'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1447 ***********************************************************************
 DG1447  DESIGNATION -  789
 DG1447  PID         -  DG1447
 DG1447  STATE/COUNTY-  AL/RANDOLPH
 DG1447  USGS QUAD   -  WEDOWEE (1969)
 DG1447
 DG1447                         *CURRENT SURVEY CONTROL
 DG1447  ___________________________________________________________________
 DG1447* NAD 83(1986)-  33 22 02.     (N)    085 28 35.     (W)     SCALED    
 DG1447* NAVD 88     -       240.925  (meters)     790.43   (feet)  ADJUSTED  
 DG1447  ___________________________________________________________________
 DG1447  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG1447  DYNAMIC HT  -         240.651 (meters)     789.54  (feet)  COMP
 DG1447  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 DG1447
 DG1447  VERT ORDER  -  SECOND    CLASS 0
 DG1447
 DG1447.The horizontal coordinates were scaled from a topographic map and have
 DG1447.an estimated accuracy of +/- 6 seconds.
 DG1447
 DG1447.The orthometric height was determined by differential leveling
 DG1447.and adjusted by the National Geodetic Survey in June 1991..
 DG1447
 DG1447.The geoid height was determined by GEOID03.
 DG1447
 DG1447.The dynamic height is computed by dividing the NAVD 88
 DG1447.geopotential number by the normal gravity value computed on the
 DG1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1447.degrees latitude (g = 980.6199 gals.).
 DG1447
 DG1447.The modeled gravity was interpolated from observed gravity values.
 DG1447
 DG1447;                    North         East    Units  Estimated Accuracy
 DG1447;SPC AL E     -   317,980.      233,220.      MT  (+/- 180 meters Scaled)
 DG1447
 DG1447                          SUPERSEDED SURVEY CONTROL
 DG1447
 DG1447  NGVD 29 (??/??/92)  240.862  (m)          790.23   (f) ADJ UNCH    2 0
 DG1447
 DG1447.Superseded values are not recommended for survey control.
 DG1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1447.See file dsdata.txt to determine how the superseded data were derived.
 DG1447
 DG1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB417930(NAD 83)
 DG1447_MARKER: B = BOLT
 DG1447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1447_SP_SET: PIER
 DG1447_STAMPING: 789 ANNISTON
 DG1447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1447
 DG1447  HISTORY     - Date     Condition        Report By
 DG1447  HISTORY     - UNK      MONUMENTED       USGS
 DG1447  HISTORY     - 1934     GOOD             NGS
 DG1447
 DG1447                          STATION DESCRIPTION
 DG1447
 DG1447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DG1447'4.3 MI NW FROM WEDOWEE.
 DG1447'ABOUT 4.3 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE
 DG1447'COUNTY COURTHOUSE AT WEDOWEE, RANDOLPH COUNTY, ABOUT 100 FEET
 DG1447'EAST OF THE NEW CONCRETE BRIDGE OVER LITTLE TALLAPOOSA RIVER,
 DG1447'AT THE SITE OF THE OLD BRIDGE, AND IN THE TOP OF THE EAST END
 DG1447'OF THE OLD SOUTH PIER.  A COPPER BOLT, STAMPED 789 ANNISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0559 ***********************************************************************
 BU0559  DESIGNATION -  79
 BU0559  PID         -  BU0559
 BU0559  STATE/COUNTY-  AL/CONECUH
 BU0559  USGS QUAD   -  LYEFFION (1986)
 BU0559
 BU0559                         *CURRENT SURVEY CONTROL
 BU0559  ___________________________________________________________________
 BU0559* NAD 83(1986)-  31 36 06.     (N)    086 59 34.     (W)     SCALED    
 BU0559* NAVD 88     -       146.767  (meters)     481.52   (feet)  ADJUSTED  
 BU0559  ___________________________________________________________________
 BU0559  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BU0559  DYNAMIC HT  -         146.586 (meters)     480.92  (feet)  COMP
 BU0559  MODELED GRAV-     979,405.5   (mgal)                       NAVD 88
 BU0559
 BU0559  VERT ORDER  -  SECOND    CLASS 0
 BU0559
 BU0559.The horizontal coordinates were scaled from a topographic map and have
 BU0559.an estimated accuracy of +/- 6 seconds.
 BU0559
 BU0559.The orthometric height was determined by differential leveling
 BU0559.and adjusted by the National Geodetic Survey in June 1991..
 BU0559
 BU0559.The geoid height was determined by GEOID03.
 BU0559
 BU0559.The dynamic height is computed by dividing the NAVD 88
 BU0559.geopotential number by the normal gravity value computed on the
 BU0559.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0559.degrees latitude (g = 980.6199 gals.).
 BU0559
 BU0559.The modeled gravity was interpolated from observed gravity values.
 BU0559
 BU0559;                    North         East    Units  Estimated Accuracy
 BU0559;SPC AL W     -   177,670.      648,130.      MT  (+/- 180 meters Scaled)
 BU0559
 BU0559                          SUPERSEDED SURVEY CONTROL
 BU0559
 BU0559  NGVD 29 (??/??/92)  146.748  (m)          481.46   (f) ADJ UNCH    2 0
 BU0559
 BU0559.Superseded values are not recommended for survey control.
 BU0559.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0559.See file dsdata.txt to determine how the superseded data were derived.
 BU0559
 BU0559_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV006962(NAD 83)
 BU0559_MARKER: DD = SURVEY DISK
 BU0559_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0559_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0559_STAMPING: 79
 BU0559_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0559+STABILITY: SURFACE MOTION
 BU0559
 BU0559  HISTORY     - Date     Condition        Report By
 BU0559  HISTORY     - UNK      MONUMENTED       ALGS
 BU0559  HISTORY     - 1943     GOOD             NGS
 BU0559
 BU0559                          STATION DESCRIPTION
 BU0559
 BU0559'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0559'8.4 MI NW FROM OWASSA.
 BU0559'8.4 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 BU0559'OWASSA, CONECUH COUNTY, THENCE 2.6 MILES NORTHWEST ALONG STATE HIGHWAY
 BU0559'83.  0.2 MILE NORTH OF A FORESTRY LOOKOUT TOWER, 270 FEET SOUTHEAST OF
 BU0559'R.E.A. POWER-TRANSMISSION LINE POLE 11-32, 39 FEET SOUTHWEST OF THE
 BU0559'CENTER LINE OF THE HIGHWAY, 2.9 FEET NORTHEAST OF A WOVEN-WIRE FENCE,
 BU0559'AND 1.8 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST. A STATE SURVEY
 BU0559'STANDARD DISK, STAMPED 79 AND SET IN THE TOP OF A CONCRETE POST FLUSH
 BU0559'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1025 ***********************************************************************
 EF1025  DESIGNATION -  79
 EF1025  PID         -  EF1025
 EF1025  STATE/COUNTY-  AL/COLBERT
 EF1025  USGS QUAD   -  PRIDE (1988)
 EF1025
 EF1025                         *CURRENT SURVEY CONTROL
 EF1025  ___________________________________________________________________
 EF1025* NAD 83(1986)-  34 43 48.     (N)    087 47 30.     (W)     SCALED    
 EF1025* NAVD 88     -       129.992  (meters)     426.48   (feet)  POSTED    
 EF1025  ___________________________________________________________________
 EF1025  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EF1025  DYNAMIC HT  -         129.870 (meters)     426.08  (feet)  COMP
 EF1025  MODELED GRAV-     979,666.4   (mgal)                       NAVD 88
 EF1025
 EF1025  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1025
 EF1025.The horizontal coordinates were scaled from a topographic map and have
 EF1025.an estimated accuracy of +/- 6 seconds.
 EF1025
 EF1025.The orthometric height was determined by differential leveling
 EF1025.and adjusted by the National Geodetic Survey in 1992..
 EF1025.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1025.rate of 0.0 thru 1.0 mm/km.
 EF1025
 EF1025.The geoid height was determined by GEOID03.
 EF1025
 EF1025.The dynamic height is computed by dividing the NAVD 88
 EF1025.geopotential number by the normal gravity value computed on the
 EF1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1025.degrees latitude (g = 980.6199 gals.).
 EF1025
 EF1025.The modeled gravity was interpolated from observed gravity values.
 EF1025
 EF1025;                    North         East    Units  Estimated Accuracy
 EF1025;SPC AL W     -   524,530.      573,290.      MT  (+/- 180 meters Scaled)
 EF1025
 EF1025                          SUPERSEDED SURVEY CONTROL
 EF1025
 EF1025  NGVD 29 (??/??/92)  129.974  (m)          426.42   (f) ADJ UNCH    1 2
 EF1025
 EF1025.Superseded values are not recommended for survey control.
 EF1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1025.See file dsdata.txt to determine how the superseded data were derived.
 EF1025
 EF1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD275433(NAD 83)
 EF1025_MARKER: DD = SURVEY DISK
 EF1025_SETTING: 66 = SET IN ROCK OUTCROP
 EF1025_SP_SET: LIMESTONE ROCK
 EF1025_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1025+STABILITY: POSITION/ELEVATION WELL
 EF1025
 EF1025  HISTORY     - Date     Condition        Report By
 EF1025  HISTORY     - UNK      MONUMENTED       USE
 EF1025  HISTORY     - 1933     GOOD             NGS
 EF1025  HISTORY     - 1950     GOOD             TVA
 EF1025
 EF1025                          STATION DESCRIPTION
 EF1025
 EF1025'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1025'6 MI NW FROM SHEFFIELD.
 EF1025'LOCATED ALONG THE LEFT BANK OF THE TENNESSEE RIVER AT MILE 216, AT
 EF1025'FOOT OF BUCK ISLAND CUT AND APPROX 600 FEET DOWNSTREAM FROM FOOT OF
 EF1025'BUCK ISLAND.  AT MOUTH OF SMALL HOLLOW IN RAGGED BLUFF.  ON DOWNSTREAM
 EF1025'SIDE OF HOLLOW HIGH UP ON POINT.  IN LIMESTONE LEDGE 3 FEET ABOVE
 EF1025'GROUND.  NOTE-- MARK IS 4 FEET WEST OF WITNESS MARKER.
 EF1025
 EF1025                          STATION RECOVERY (1950)
 EF1025
 EF1025'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1025'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0715 ***********************************************************************
 EF0715  DESIGNATION -  79 M 23
 EF0715  PID         -  EF0715
 EF0715  STATE/COUNTY-  AL/MADISON
 EF0715  USGS QUAD   -  FARLEY (1982)
 EF0715
 EF0715                         *CURRENT SURVEY CONTROL
 EF0715  ___________________________________________________________________
 EF0715* NAD 83(1986)-  34 32 12.     (N)    086 32 08.     (W)     SCALED    
 EF0715* NAVD 88     -       177.447  (meters)     582.17   (feet)  POSTED    
 EF0715  ___________________________________________________________________
 EF0715  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 EF0715  DYNAMIC HT  -         177.260 (meters)     581.56  (feet)  COMP
 EF0715  MODELED GRAV-     979,601.1   (mgal)                       NAVD 88
 EF0715
 EF0715  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EF0715
 EF0715.The horizontal coordinates were scaled from a topographic map and have
 EF0715.an estimated accuracy of +/- 6 seconds.
 EF0715
 EF0715.The orthometric height was determined by differential leveling
 EF0715.and adjusted by the National Geodetic Survey in 1992..
 EF0715.No vertical observational check was made to the station.
 EF0715.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EF0715.was located on a no-check spur therefore a value was not computed.
 EF0715
 EF0715.The geoid height was determined by GEOID03.
 EF0715
 EF0715.The dynamic height is computed by dividing the NAVD 88
 EF0715.geopotential number by the normal gravity value computed on the
 EF0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0715.degrees latitude (g = 980.6199 gals.).
 EF0715
 EF0715.The modeled gravity was interpolated from observed gravity values.
 EF0715
 EF0715;                    North         East    Units  Estimated Accuracy
 EF0715;SPC AL E     -   447,860.      135,540.      MT  (+/- 180 meters Scaled)
 EF0715
 EF0715                          SUPERSEDED SURVEY CONTROL
 EF0715
 EF0715  NGVD 29 (??/??/92)  177.417  (m)          582.08   (f) ADJ UNCH    2 0
 EF0715
 EF0715.Superseded values are not recommended for survey control.
 EF0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0715.See file dsdata.txt to determine how the superseded data were derived.
 EF0715
 EF0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED426217(NAD 83)
 EF0715_MARKER: DD = SURVEY DISK
 EF0715_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0715_SP_SET: CULVERT
 EF0715_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0715
 EF0715  HISTORY     - Date     Condition        Report By
 EF0715  HISTORY     - UNK      MONUMENTED       USGS
 EF0715  HISTORY     - 1934     GOOD             NGS
 EF0715  HISTORY     - 1949     GOOD             TVA
 EF0715
 EF0715                          STATION DESCRIPTION
 EF0715
 EF0715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0715'IN HOBBS ISLAND.
 EF0715'OPPOSITE HOBBS ISLAND DEPOT ON N.C. AND ST.L.R.R. IN CENTER OF
 EF0715'CONCRETE CULVERT HEADWALL, 7 INCHES IN FROM WEST EDGE, 6 FEET WEST OF
 EF0715'SIDING RAIL. NOTE-- 0.8 MI. N. OF INCLINE. MARK IS 9 FT. WEST OF THE
 EF0715'SIDING RAIL AND SET IN A CONCRETE CULVERT HEADWALL. IT IS 70 FEET
 EF0715'NORTHWEST OF THE N.W. CORNER OF HOBBS ISLAND STATION DEPOT.
 EF0715
 EF0715                          STATION RECOVERY (1949)
 EF0715
 EF0715'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0715'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8255 ***********************************************************************
 DF8255  PACS        -  This is a Primary Airport Control Station.
 DF8255  DESIGNATION -  79J A
 DF8255  PID         -  DF8255
 DF8255  STATE/COUNTY-  AL/COVINGTON
 DF8255  USGS QUAD   -  ANDALUSIA (1986)
 DF8255
 DF8255                         *CURRENT SURVEY CONTROL
 DF8255  ___________________________________________________________________
 DF8255* NAD 83(1992)-  31 18 33.45709(N)    086 23 32.62265(W)     ADJUSTED  
 DF8255* NAVD 88     -        96.52   (meters)     316.7    (feet)  GPS OBS   
 DF8255  ___________________________________________________________________
 DF8255  X           -     343,201.454 (meters)                     COMP
 DF8255  Y           -  -5,443,501.359 (meters)                     COMP
 DF8255  Z           -   3,295,275.910 (meters)                     COMP
 DF8255  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 DF8255  ELLIP HEIGHT-          69.64  (meters)          (10/06/03) GPS OBS
 DF8255  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DF8255
 DF8255  HORZ ORDER  -  B
 DF8255  ELLP ORDER  -  THIRD     CLASS I
 DF8255
 DF8255.This mark is at Andalusia-Opp Airport (79J)
 DF8255
 DF8255.The horizontal coordinates were established by GPS observations
 DF8255.and adjusted by the National Geodetic Survey in October 2003..
 DF8255
 DF8255.The orthometric height was determined by GPS observations and a
 DF8255.high-resolution geoid model.
 DF8255
 DF8255.GPS derived orthometric heights for airport stations designated as
 DF8255.PACS or SACS are published to 2 decimal places.  This maintains
 DF8255.centimeter relative accuracy between the PACS and SACS.  It does
 DF8255.not indicate centimeter accuracy relative to other marks which are
 DF8255.part of the NAVD 88 network.
 DF8255
 DF8255.Photographs are available for this station.
 DF8255
 DF8255.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8255
 DF8255.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8255
 DF8255.The ellipsoidal height was determined by GPS observations
 DF8255.and is referenced to NAD 83.
 DF8255
 DF8255.The geoid height was determined by GEOID03.
 DF8255
 DF8255;                    North         East     Units Scale Factor Converg.
 DF8255;SPC AL E     -    89,855.970   146,782.055   MT  0.99999492   -0 17 25.9
 DF8255;UTM  16      - 3,464,039.576   557,818.078   MT  0.99964123   +0 18 56.7
 DF8255
 DF8255!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8255!SPC AL E     -   0.99998906  x   0.99999492  =   0.99998398
 DF8255!UTM  16      -   0.99998906  x   0.99964123  =   0.99963030
 DF8255
 DF8255                          SUPERSEDED SURVEY CONTROL
 DF8255
 DF8255.No superseded survey control is available for this station.
 DF8255
 DF8255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5781864040(NAD 83)
 DF8255_MARKER: F = FLANGE-ENCASED ROD
 DF8255_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 DF8255_STAMPING: 79J A 2003
 DF8255_MARK LOGO: NGS   
 DF8255_PROJECTION: FLUSH
 DF8255_MAGNETIC: I = MARKER IS A STEEL ROD
 DF8255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8255_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8255+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 DF8255_ROD/PIPE-DEPTH: 6    meters
 DF8255_SLEEVE-DEPTH  : 0.9 meters
 DF8255
 DF8255  HISTORY     - Date     Condition        Report By
 DF8255  HISTORY     - 20030530 MONUMENTED       NGS
 DF8255  HISTORY     - 20040301 GOOD             NGS
 DF8255
 DF8255                          STATION DESCRIPTION
 DF8255
 DF8255'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF8255'THE STATION IS LOCATED ON THE ANDALUSIA - 0PP  AIRPORT 4.4 MILES EAST
 DF8255'OF ANDALUSIA,
 DF8255'MID-FIELD, SOUTHEAST OF THE WIND SOCK, NORTH OF THE RUNWAY NEAR THE
 DF8255'SOUTHWEST
 DF8255'CORNER OF AN ABANDONED RUNWAY.
 DF8255' 
 DF8255'OWNERSHIP--ANDALUSIA AIRPORT AUTHORITY, 21861 BILL BENTON LN.
 DF8255'ANDALUSIA, AL 36420.  PHONE
 DF8255'334 222 6598,  AIRPORT DIRECTOR--BILL BENTON.
 DF8255' 
 DF8255'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 29 AND 84, GO
 DF8255'4.4 MILES EAST ALONG
 DF8255'HIGHWAY 84 TO THE AIRPORT ENTRANCE ROAD, TURN LEFT, NORTH, GO 0.1 MILE
 DF8255'TO THE AIROORT
 DF8255'OFFICE AND FIELD ENTRANCE GATE, PASS THROUGH THE GATE AND GO 0.3 MILE
 DF8255'NORTH ACROSS THE
 DF8255'APRON, ALONG A TAXI AND ACROSS THE RUNWAY TO THE HIGH GROUND AND
 DF8255'STATION ON THE LEFT,
 DF8255'SOUTHEAST OF THE WINDSOCK  NEAR THE SOUTHWEST CORNER OF AN ABANDONED
 DF8255'RUNWAY.
 DF8255' 
 DF8255'THE STATION IS 192 FEET SOUTHEAST OF THE WINDSOCK, 175 FEET SOUTHWEST
 DF8255'OF THE JUNCTION
 DF8255'OF THE ABANDONED RUNWAY AND A NARROW CONCRETE ROAD, 106 FEET SOUTH OF
 DF8255'A VOR, 4 FEET
 DF8255'SOUTHWEST OF THE SOUTHWEST CORNER OF THE ABANDONED RUNWAY.
 DF8255'NOTE--ACESS TO THE
 DF8255'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  SLEEVE DEPTH DOES NOT MEET
 DF8255'CLASS A
 DF8255'REQUIREMENTS.  THIS IS A PRIMARY AIRPORT CONTROL STATION ( PACS ).
 DF8255'
 DF8255
 DF8255                          STATION RECOVERY (2004)
 DF8255
 DF8255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (ACK)
 DF8255'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8257 ***********************************************************************
 DF8257  SACS        -  This is a Secondary Airport Control Station.
 DF8257  DESIGNATION -  79J B
 DF8257  PID         -  DF8257
 DF8257  STATE/COUNTY-  AL/COVINGTON
 DF8257  USGS QUAD   -  ANDALUSIA (1986)
 DF8257
 DF8257                         *CURRENT SURVEY CONTROL
 DF8257  ___________________________________________________________________
 DF8257* NAD 83(1992)-  31 18 34.86424(N)    086 24 02.90139(W)     ADJUSTED  
 DF8257* NAVD 88     -        93.89   (meters)     308.0    (feet)  GPS OBS   
 DF8257  ___________________________________________________________________
 DF8257  X           -     342,400.813 (meters)                     COMP
 DF8257  Y           -  -5,443,526.953 (meters)                     COMP
 DF8257  Z           -   3,295,311.566 (meters)                     COMP
 DF8257  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DF8257  ELLIP HEIGHT-          67.00  (meters)          (10/06/03) GPS OBS
 DF8257  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 DF8257
 DF8257  HORZ ORDER  -  FIRST
 DF8257  ELLP ORDER  -  THIRD     CLASS II
 DF8257
 DF8257.This mark is at Andalusia-Opp Airport (79J)
 DF8257
 DF8257.The horizontal coordinates were established by GPS observations
 DF8257.and adjusted by the National Geodetic Survey in October 2003..
 DF8257
 DF8257.The orthometric height was determined by GPS observations and a
 DF8257.high-resolution geoid model.
 DF8257
 DF8257.GPS derived orthometric heights for airport stations designated as
 DF8257.PACS or SACS are published to 2 decimal places.  This maintains
 DF8257.centimeter relative accuracy between the PACS and SACS.  It does
 DF8257.not indicate centimeter accuracy relative to other marks which are
 DF8257.part of the NAVD 88 network.
 DF8257
 DF8257.Photographs are available for this station.
 DF8257
 DF8257.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8257
 DF8257.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8257
 DF8257.The ellipsoidal height was determined by GPS observations
 DF8257.and is referenced to NAD 83.
 DF8257
 DF8257.The geoid height was determined by GEOID03.
 DF8257
 DF8257;                    North         East     Units Scale Factor Converg.
 DF8257;SPC AL E     -    89,903.397   145,981.633   MT  0.99999598   -0 17 41.6
 DF8257;UTM  16      - 3,464,078.518   557,017.483   MT  0.99964010   +0 18 41.0
 DF8257
 DF8257!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8257!SPC AL E     -   0.99998948  x   0.99999598  =   0.99998546
 DF8257!UTM  16      -   0.99998948  x   0.99964010  =   0.99962958
 DF8257
 DF8257                          SUPERSEDED SURVEY CONTROL
 DF8257
 DF8257.No superseded survey control is available for this station.
 DF8257
 DF8257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5701764079(NAD 83)
 DF8257_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8257_STAMPING: 79J B 2003
 DF8257_MARK LOGO: NGS   
 DF8257_PROJECTION: FLUSH
 DF8257_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8257+STABILITY: SURFACE MOTION
 DF8257_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8257+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 DF8257
 DF8257  HISTORY     - Date     Condition        Report By
 DF8257  HISTORY     - 20030530 MONUMENTED       NGS
 DF8257  HISTORY     - 20040301 GOOD             NGS
 DF8257
 DF8257                          STATION DESCRIPTION
 DF8257
 DF8257'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF8257'THE STATION IS LOCATED ON THE ANDALUSIA - 0PP  AIRPORT 4.4 MILES EAST
 DF8257'OF ANDALUSIA,
 DF8257'NEAR THE WEST END OF THE AIRPORT IN THE GRASS MEDIAN BETWEEN THE
 DF8257'RUNWAY AND TAXIWAY,
 DF8257'IN LINE WITH THE 3RD PAIR OF TAXI LIGHTS.
 DF8257' 
 DF8257'OWNERSHIP--ANDALUSIA AIRPORT AUTHORITY, 21861 BILL BENTON LN.
 DF8257'ANDALUSIA, AL 36420.  PHONE
 DF8257'334 222 6598,  AIRPORT DIRECTOR--BILL BENTON.
 DF8257' 
 DF8257'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 29 AND 84, GO
 DF8257'4.4 MILES EAST ALONG
 DF8257'HIGHWAY 84 TO THE AIRPORT ENTRANCE ROAD, TURN LEFT, NORTH, GO 0.1 MILE
 DF8257'TO THE AIROORT
 DF8257'OFFICE AND FIELD ENTRANCE GATE, PASS THROUGH THE GATE AND GO 0.1 MILE
 DF8257'NORTH ACROSS THE
 DF8257'APRON TO A TAXWAY, TURN LEFT, WEST, GO 0.5 MILE ALONG THE TAXIWAY TO
 DF8257'THE STATION ON THE
 DF8257'RIGHT.
 DF8257' 
 DF8257'THE STATION IS 259 FEET EAST OF THE EDGE OF A CONECTOR TAXI, 80 FEET
 DF8257'NORTH OF THE EDGE OF
 DF8257'THE TAXIWAY AND INLINE WITH THE THIRD SET OF TAXI LIGHTS.   4 FEET
 DF8257'BELOW THE LEVEL OF THE
 DF8257'TAXI AND THE MONUMENT IS FLUSH WITH THE GROUND.   NOTE-- THIS A
 DF8257'SECONDARY AIRPORT
 DF8257'CONTROL STATION ( SACS ) .
 DF8257'
 DF8257
 DF8257                          STATION RECOVERY (2004)
 DF8257
 DF8257'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (ACK)
 DF8257'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8256 ***********************************************************************
 DF8256  SACS        -  This is a Secondary Airport Control Station.
 DF8256  DESIGNATION -  79J C
 DF8256  PID         -  DF8256
 DF8256  STATE/COUNTY-  AL/COVINGTON
 DF8256  USGS QUAD   -  ANDALUSIA (1986)
 DF8256
 DF8256                         *CURRENT SURVEY CONTROL
 DF8256  ___________________________________________________________________
 DF8256* NAD 83(1992)-  31 18 22.36383(N)    086 23 14.23317(W)     ADJUSTED  
 DF8256* NAVD 88     -        91.58   (meters)     300.5    (feet)  GPS OBS   
 DF8256  ___________________________________________________________________
 DF8256  X           -     343,697.687 (meters)                     COMP
 DF8256  Y           -  -5,443,643.713 (meters)                     COMP
 DF8256  Z           -   3,294,981.433 (meters)                     COMP
 DF8256  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 DF8256  ELLIP HEIGHT-          64.70  (meters)          (10/06/03) GPS OBS
 DF8256  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 DF8256
 DF8256  HORZ ORDER  -  FIRST
 DF8256  ELLP ORDER  -  THIRD     CLASS II
 DF8256
 DF8256.This mark is at Andalusia-Opp Airport (79J)
 DF8256
 DF8256.The horizontal coordinates were established by GPS observations
 DF8256.and adjusted by the National Geodetic Survey in October 2003..
 DF8256
 DF8256.The orthometric height was determined by GPS observations and a
 DF8256.high-resolution geoid model.
 DF8256
 DF8256.GPS derived orthometric heights for airport stations designated as
 DF8256.PACS or SACS are published to 2 decimal places.  This maintains
 DF8256.centimeter relative accuracy between the PACS and SACS.  It does
 DF8256.not indicate centimeter accuracy relative to other marks which are
 DF8256.part of the NAVD 88 network.
 DF8256
 DF8256.Photographs are available for this station.
 DF8256
 DF8256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DF8256
 DF8256.The Laplace correction was computed from DEFLEC99 derived deflections.
 DF8256
 DF8256.The ellipsoidal height was determined by GPS observations
 DF8256.and is referenced to NAD 83.
 DF8256
 DF8256.The geoid height was determined by GEOID03.
 DF8256
 DF8256;                    North         East     Units Scale Factor Converg.
 DF8256;SPC AL E     -    89,511.865   147,266.602   MT  0.99999429   -0 17 16.3
 DF8256;UTM  16      - 3,463,700.738   558,306.067   MT  0.99964193   +0 19 06.2
 DF8256
 DF8256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF8256!SPC AL E     -   0.99998984  x   0.99999429  =   0.99998413
 DF8256!UTM  16      -   0.99998984  x   0.99964193  =   0.99963177
 DF8256
 DF8256                          SUPERSEDED SURVEY CONTROL
 DF8256
 DF8256.No superseded survey control is available for this station.
 DF8256
 DF8256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5830663701(NAD 83)
 DF8256_MARKER: DH = HORIZONTAL CONTROL DISK
 DF8256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DF8256_STAMPING: 79J C 2003
 DF8256_MARK LOGO: NGS   
 DF8256_PROJECTION: FLUSH
 DF8256_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DF8256+STABILITY: SURFACE MOTION
 DF8256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DF8256+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2004
 DF8256
 DF8256  HISTORY     - Date     Condition        Report By
 DF8256  HISTORY     - 20030530 MONUMENTED       NGS
 DF8256  HISTORY     - 20040301 GOOD             NGS
 DF8256
 DF8256                          STATION DESCRIPTION
 DF8256
 DF8256'DESCRIBED BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 DF8256'THE STATION IS LOCATED ON THE ANDALUSIA - 0PP  AIRPORT 4.4 MILES EAST
 DF8256'OF ANDALUSIA,
 DF8256'NEAR THE EAST END OF THE AIRPORT IN THE GRASS MEDIAN BETWEEN THE
 DF8256'RUNWAY AND TAXIWAY,
 DF8256'IN LINE WITH THE 3RD PAIR OF TAXI LIGHTS.
 DF8256' 
 DF8256'OWNERSHIP--ANDALUSIA AIRPORT AUTHORITY, 21861 BILL BENTON LN.
 DF8256'ANDALUSIA, AL 36420.  PHONE
 DF8256'334 222 6598,  AIRPORT DIRECTOR--BILL BENTON.
 DF8256' 
 DF8256'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 29 AND 84, GO
 DF8256'4.4 MILES EAST ALONG
 DF8256'HIGHWAY 84 TO THE AIRPORT ENTRANCE ROAD, TURN LEFT, NORTH, GO 0.1 MILE
 DF8256'TO THE AIROORT
 DF8256'OFFICE AND FIELD ENTRANCE GATE, PASS THROUGH THE GATE AND GO 0.1 MILE
 DF8256'NORTH ACROSS THE
 DF8256'APRON TO A TAXWAY, TURN RIGHT, EAST, GO 0.3 MILE ALONG THE TAXIWAY TO
 DF8256'THE STATION ON THE
 DF8256'LEFT.
 DF8256' 
 DF8256'THE STATION IS 280 FEET WEST OF THE CENTER OF A CONECTOR TAXI, 200
 DF8256'FEET SOUTHWEST OF THE
 DF8256'SOUTHWEST CORNER OF A CONCRETE CATCH BASIN,  80 FEET NORTH OF THE EDGE
 DF8256'OF THE TAXIWAY
 DF8256'AND INLINE WITH THE THIRD SET OF TAXI LIGHTS.   4 FEET BELOW THE LEVEL
 DF8256'OF THE TAXI AND THE
 DF8256'MONUMENT IS FLUSH WITH THE GROUND.   NOTE-- THIS A SECONDARY AIRPORT
 DF8256'CONTROL STATION
 DF8256'( SACS ) .
 DF8256'
 DF8256
 DF8256                          STATION RECOVERY (2004)
 DF8256
 DF8256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2004 (ACK)
 DF8256'RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3683 ***********************************************************************
 DG3683  DESIGNATION -  8 1
 DG3683  PID         -  DG3683
 DG3683  STATE/COUNTY-  AL/CALHOUN
 DG3683  USGS QUAD   -  PIEDMONT (1983)
 DG3683
 DG3683                         *CURRENT SURVEY CONTROL
 DG3683  ___________________________________________________________________
 DG3683* NAD 83(1992)-  33 56 02.10543(N)    085 35 51.35962(W)     ADJUSTED  
 DG3683* NAVD 88     -       205.4    (meters)     674.     (feet)  VERTCON   
 DG3683  ___________________________________________________________________
 DG3683  X           -     406,640.323 (meters)                     COMP
 DG3683  Y           -  -5,281,870.121 (meters)                     COMP
 DG3683  Z           -   3,540,466.017 (meters)                     COMP
 DG3683  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DG3683  ELLIP HEIGHT-         176.61  (meters)          (07/29/02) GPS OBS
 DG3683  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DG3683
 DG3683  HORZ ORDER  -  FIRST
 DG3683  ELLP ORDER  -  FOURTH    CLASS I
 DG3683
 DG3683.The horizontal coordinates were established by GPS observations
 DG3683.and adjusted by the National Geodetic Survey in December 1992..
 DG3683
 DG3683.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3683.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3683
 DG3683.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3683
 DG3683.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3683
 DG3683.The ellipsoidal height was determined by GPS observations
 DG3683.and is referenced to NAD 83.
 DG3683
 DG3683.The geoid height was determined by GEOID03.
 DG3683
 DG3683;                    North         East     Units Scale Factor Converg.
 DG3683;SPC AL E     -   380,799.592   221,794.184   MT  0.99996585   +0 07 53.7
 DG3683;UTM  16      - 3,755,714.601   629,613.725   MT  0.99980710   +0 46 58.7
 DG3683
 DG3683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3683!SPC AL E     -   0.99997228  x   0.99996585  =   0.99993813
 DG3683!UTM  16      -   0.99997228  x   0.99980710  =   0.99977938
 DG3683
 DG3683                          SUPERSEDED SURVEY CONTROL
 DG3683
 DG3683  ELLIP H (12/04/92)  176.69   (m)                       GP(       ) 4 1
 DG3683  NAD 83(1986)-  33 56 02.11509(N)    085 35 51.36742(W) AD(       ) 1
 DG3683  NGVD 29 (12/04/92)  205.3    (m)          674.     (f) GPS OBS        
 DG3683
 DG3683.Superseded values are not recommended for survey control.
 DG3683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3683.See file dsdata.txt to determine how the superseded data were derived.
 DG3683
 DG3683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2961455715(NAD 83)
 DG3683_MARKER: DD = SURVEY DISK
 DG3683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3683_SP_SET: CONCRETE POST
 DG3683_STAMPING: 8 - 1 1989
 DG3683_MARK LOGO: ALHD  
 DG3683_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3683+STABILITY: SURFACE MOTION
 DG3683_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3683+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 DG3683
 DG3683  HISTORY     - Date     Condition        Report By
 DG3683  HISTORY     - 1989     MONUMENTED       ALHD
 DG3683  HISTORY     - 19900123 GOOD
 DG3683  HISTORY     - 20050205 GOOD             ALPCO
 DG3683
 DG3683                          STATION DESCRIPTION
 DG3683
 DG3683'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 DG3683'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3683'U. S. 278 IN PIEDMONT.
 DG3683'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND ALA 9 NORTH IN
 DG3683'PIEDMONT, DRIVE EAST ON U. S. 278 0.85 MI (1.37 KM) TO MILE POST
 DG3683'137.80 AND THE STATION ON THE LEFT NEAR A RAILROAD GRADE CROSSING.
 DG3683'THE STATION IS 54.0 FT (16.5 M) NORTH OF THE CENTERLINE OF THE WEST
 DG3683'BOUND LANES OF U. S. 278, 70.0 FT (21.3 M) WEST - NORTHWEST OF THE
 DG3683'NORTHWEST RAIL OF A RAILROAD, 73.5 FT (22.4 M) NORTHWEST OF THE
 DG3683'CENTER OF THE RAILROAD CROSSING OF THE WEST BOUND LANES OF U. S. 278,
 DG3683'50.0 FT (15.2 M) SOUTHEAST OF THE SOUTH POST OF A DARI KING SIGN,
 DG3683'82.0 FT (25.0 M) EAST OF THE CENTER OF AN UNUSED GRAVEL DRIVEWAY,
 DG3683'70.5 FT (21.5 M) EAST - NORTHEAST OF THE EAST END OF A 15 INCH
 DG3683'CONCRETE PIPE UNDER THE GRAVEL DRIVEWAY, 3.0 FT (0.9 M) SOUTH OF A
 DG3683'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3683'TRIANGULATION STATION PIEDMONT 1941 MAY BE USED AS AN AZIMUTH FOR THIS
 DG3683'STATION.
 DG3683'BEFORE USING PLEASE NOTIFY -
 DG3683'THE PIEDMONT POLICE DEPARTMENT
 DG3683'PHONE - 205 - 447 - 9091
 DG3683
 DG3683                          STATION RECOVERY (1990)
 DG3683
 DG3683'RECOVERED 1990
 DG3683'RECOVERED IN GOOD CONDITION.
 DG3683
 DG3683                          STATION RECOVERY (2005)
 DG3683
 DG3683'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (DS)
 DG3683'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3698 ***********************************************************************
 DG3698  DESIGNATION -  8 10
 DG3698  PID         -  DG3698
 DG3698  STATE/COUNTY-  AL/CALHOUN
 DG3698  USGS QUAD   -  EULATON (1972)
 DG3698
 DG3698                         *CURRENT SURVEY CONTROL
 DG3698  ___________________________________________________________________
 DG3698* NAD 83(1992)-  33 38 27.37520(N)    085 53 08.72876(W)     ADJUSTED  
 DG3698* NAVD 88     -       243.7    (meters)     800.     (feet)  VERTCON   
 DG3698  ___________________________________________________________________
 DG3698  X           -     381,370.048 (meters)                     COMP
 DG3698  Y           -  -5,301,906.142 (meters)                     COMP
 DG3698  Z           -   3,513,478.051 (meters)                     COMP
 DG3698  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DG3698  ELLIP HEIGHT-         214.90  (meters)          (07/29/02) GPS OBS
 DG3698  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG3698
 DG3698  HORZ ORDER  -  FIRST
 DG3698  ELLP ORDER  -  FOURTH    CLASS I
 DG3698
 DG3698.The horizontal coordinates were established by GPS observations
 DG3698.and adjusted by the National Geodetic Survey in December 1992..
 DG3698
 DG3698.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3698.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3698
 DG3698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3698
 DG3698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3698
 DG3698.The ellipsoidal height was determined by GPS observations
 DG3698.and is referenced to NAD 83.
 DG3698
 DG3698.The geoid height was determined by GEOID03.
 DG3698
 DG3698;                    North         East     Units Scale Factor Converg.
 DG3698;SPC AL E     -   348,280.109   195,136.671   MT  0.99996029   -0 01 44.6
 DG3698;UTM  16      - 3,722,901.669   603,331.290   MT  0.99973163   +0 37 02.4
 DG3698
 DG3698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3698!SPC AL E     -   0.99996626  x   0.99996029  =   0.99992656
 DG3698!UTM  16      -   0.99996626  x   0.99973163  =   0.99969790
 DG3698
 DG3698:                Primary Azimuth Mark                     Grid Az
 DG3698:SPC AL E     -  8 11                                     057 17 32.7
 DG3698:UTM  16      -  8 11                                     056 38 45.7
 DG3698
 DG3698|---------------------------------------------------------------------|
 DG3698| PID    Reference Object                     Distance      Geod. Az  |
 DG3698|                                                           dddmmss.s |
 DG3698| DG3699 8 11                                433.340 METERS 0571548.1 |
 DG3698|---------------------------------------------------------------------|
 DG3698
 DG3698                          SUPERSEDED SURVEY CONTROL
 DG3698
 DG3698  ELLIP H (12/04/92)  214.97   (m)                       GP(       ) 4 1
 DG3698  NAD 83(1986)-  33 38 27.38277(N)    085 53 08.73229(W) AD(       ) 1
 DG3698  NGVD 29 (12/04/92)  243.6    (m)          799.     (f) GPS OBS        
 DG3698
 DG3698.Superseded values are not recommended for survey control.
 DG3698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3698.See file dsdata.txt to determine how the superseded data were derived.
 DG3698
 DG3698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0333122902(NAD 83)
 DG3698_MARKER: DD = SURVEY DISK
 DG3698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3698_SP_SET: CONCRETE POST
 DG3698_STAMPING: 8 - 10 1990
 DG3698_MARK LOGO: ALHD  
 DG3698_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3698+STABILITY: SURFACE MOTION
 DG3698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3698+SATELLITE: SATELLITE OBSERVATIONS - January 18, 2005
 DG3698
 DG3698  HISTORY     - Date     Condition        Report By
 DG3698  HISTORY     - 1990     MONUMENTED       ALHD
 DG3698  HISTORY     - 20050118 GOOD             AERODA
 DG3698
 DG3698                          STATION DESCRIPTION
 DG3698
 DG3698'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3698'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE SOUTHEAST RIGHT OF WAY
 DG3698'OF ALA 202, ABOUT 5.39 KM (3.35 MI) WEST - SOUTHWEST OF ANNISTON AND
 DG3698'ABOUT 5.55 KM (3.45 MI) NORTHWEST OF OXFORD.
 DG3698'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431, ALA 21, AND ALA
 DG3698'202, MILE POST 10.60 ON ALA 202, IN ANNISTON, DRIVE WEST ON ALA 202
 DG3698'5.79 KM (3.60 MI) TO MILE POST 7.00 AND THE STATION ON THE LEFT.
 DG3698'THE STATION IS 5.58 M (18.31 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A
 DG3698'CONCRETE DITCH FLUME, 12.44 M (40.81 FT) SOUTH - SOUTHEAST OF MILE
 DG3698'POST 7, 18.38 M (60.30 FT) NORTHWEST OF THE CENTER OF OLD ALA 202,
 DG3698'19.51 M (64.01 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST BOUND
 DG3698'LANES OF ALA 202, 32.92 M (108.01 FT) NORTHEAST OF A POWER POLE WITH
 DG3698'CIRCUIT BREAKERS, 0.74 M (2.43 FT) NORTHWEST OF A CARSONITE WITNESS
 DG3698'POST AND SET FLUSH WITH THE GROUND.
 DG3698'STATION 8 - 11 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3698
 DG3698                          STATION RECOVERY (2005)
 DG3698
 DG3698'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 DG3698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3699 ***********************************************************************
 DG3699  DESIGNATION -  8 11
 DG3699  PID         -  DG3699
 DG3699  STATE/COUNTY-  AL/CALHOUN
 DG3699  USGS QUAD   -  EULATON (1972)
 DG3699
 DG3699                         *CURRENT SURVEY CONTROL
 DG3699  ___________________________________________________________________
 DG3699* NAD 83(1992)-  33 38 34.98098(N)    085 52 54.58360(W)     ADJUSTED  
 DG3699* NAVD 88     -       238.6    (meters)     783.     (feet)  VERTCON   
 DG3699  ___________________________________________________________________
 DG3699  X           -     381,724.012 (meters)                     COMP
 DG3699  Y           -  -5,301,746.259 (meters)                     COMP
 DG3699  Z           -   3,513,670.325 (meters)                     COMP
 DG3699  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 DG3699  ELLIP HEIGHT-         209.81  (meters)          (07/29/02) GPS OBS
 DG3699  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG3699
 DG3699  HORZ ORDER  -  FIRST
 DG3699  ELLP ORDER  -  FOURTH    CLASS I
 DG3699
 DG3699.The horizontal coordinates were established by GPS observations
 DG3699.and adjusted by the National Geodetic Survey in December 1992..
 DG3699
 DG3699.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3699.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3699
 DG3699.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3699
 DG3699.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3699
 DG3699.The ellipsoidal height was determined by GPS observations
 DG3699.and is referenced to NAD 83.
 DG3699
 DG3699.The geoid height was determined by GEOID03.
 DG3699
 DG3699;                    North         East     Units Scale Factor Converg.
 DG3699;SPC AL E     -   348,514.256   195,501.286   MT  0.99996025   -0 01 36.7
 DG3699;UTM  16      - 3,723,139.860   603,693.158   MT  0.99973256   +0 37 10.3
 DG3699
 DG3699!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3699!SPC AL E     -   0.99996706  x   0.99996025  =   0.99992731
 DG3699!UTM  16      -   0.99996706  x   0.99973256  =   0.99969963
 DG3699
 DG3699:                Primary Azimuth Mark                     Grid Az
 DG3699:SPC AL E     -  8 10                                     237 17 32.7
 DG3699:UTM  16      -  8 10                                     236 38 45.7
 DG3699
 DG3699|---------------------------------------------------------------------|
 DG3699| PID    Reference Object                     Distance      Geod. Az  |
 DG3699|                                                           dddmmss.s |
 DG3699| DG3698 8 10                                433.340 METERS 2371556.0 |
 DG3699|---------------------------------------------------------------------|
 DG3699
 DG3699                          SUPERSEDED SURVEY CONTROL
 DG3699
 DG3699  ELLIP H (12/04/92)  209.88   (m)                       GP(       ) 4 1
 DG3699  NAD 83(1986)-  33 38 34.98856(N)    085 52 54.58712(W) AD(       ) 1
 DG3699  NGVD 29 (12/04/92)  238.5    (m)          782.     (f) GPS OBS        
 DG3699
 DG3699.Superseded values are not recommended for survey control.
 DG3699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3699.See file dsdata.txt to determine how the superseded data were derived.
 DG3699
 DG3699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0369323140(NAD 83)
 DG3699_MARKER: DD = SURVEY DISK
 DG3699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3699_SP_SET: CONCRETE POST
 DG3699_STAMPING: 8 - 11 1990
 DG3699_MARK LOGO: ALHD  
 DG3699_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3699+STABILITY: SURFACE MOTION
 DG3699_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3699+SATELLITE: SATELLITE OBSERVATIONS - March 24, 2005
 DG3699
 DG3699  HISTORY     - Date     Condition        Report By
 DG3699  HISTORY     - 1990     MONUMENTED       ALHD
 DG3699  HISTORY     - 20050324 GOOD             AERODA
 DG3699
 DG3699                          STATION DESCRIPTION
 DG3699
 DG3699'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3699'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE SOUTHEAST RIGHT OF WAY
 DG3699'OF ALA 202, ABOUT 5.07 KM (3.15 MI) WEST - SOUTHWEST OF ANNISTON AND
 DG3699'ABOUT 5.39 KM (3.35 MI) NORTHWEST OF OXFORD.
 DG3699'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431, ALA 21, AND ALA
 DG3699'202, MILE POST 10.60 ON ALA 202, IN ANNISTON, DRIVE WEST ON ALA 202
 DG3699'5.39 KM (3.35 MI) TO MILE POST 7.25 AND THE STATION ON THE LEFT.
 DG3699'THE STATION IS 8.23 M (27.00 FT) NORTHWEST OF THE CENTERLINE OF OLD
 DG3699'ALA 202, 18.90 M (62.01 FT) SOUTHEAST OF THE CENTERLINE OF THE EAST
 DG3699'BOUND LANES OF ALA 202, 26.97 M (88.48 FT) WEST OF A JUNCTION POWER
 DG3699'AND CABLE POLE WITH A STREET LIGHT, 29.57 M (97.01 FT) NORTHWEST OF
 DG3699'THE NORTHEAST CORNER OF A WHITE CONCRETE BLOCK AND FRAME SHOP
 DG3699'BUILDING ACROSS OLD ALA 202, 33.31 M (109.28 FT) NORTH - NORTHWEST OF
 DG3699'THE NORTHWEST CORNER OF AN ADDITION TO THE WHITE CONCRETE BLOCK AND
 DG3699'FRAME SHOP BUILDING, 0.75 M (2.46 FT) (NORTH - NORTHWEST OF A
 DG3699'CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 DG3699'STATION 8 - 10 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3699
 DG3699                          STATION RECOVERY (2005)
 DG3699
 DG3699'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 DG3699'DISC SCRAPED BY MOWING EQUIPMENT, BUT STILL USEABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3700 ***********************************************************************
 DG3700  DESIGNATION -  8 12
 DG3700  PID         -  DG3700
 DG3700  STATE/COUNTY-  AL/CALHOUN
 DG3700  USGS QUAD   -  ANNISTON (1972)
 DG3700
 DG3700                         *CURRENT SURVEY CONTROL
 DG3700  ___________________________________________________________________
 DG3700* NAD 83(1992)-  33 37 45.08496(N)    085 47 28.68345(W)     ADJUSTED  
 DG3700* NAVD 88     -       219.2    (meters)     719.     (feet)  VERTCON   
 DG3700  ___________________________________________________________________
 DG3700  X           -     390,161.649 (meters)                     COMP
 DG3700  Y           -  -5,301,969.711 (meters)                     COMP
 DG3700  Z           -   3,512,379.658 (meters)                     COMP
 DG3700  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DG3700  ELLIP HEIGHT-         190.46  (meters)          (07/29/02) GPS OBS
 DG3700  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG3700
 DG3700  HORZ ORDER  -  FIRST
 DG3700  ELLP ORDER  -  FOURTH    CLASS I
 DG3700
 DG3700.The horizontal coordinates were established by GPS observations
 DG3700.and adjusted by the National Geodetic Survey in December 1992..
 DG3700
 DG3700.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3700
 DG3700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3700
 DG3700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3700
 DG3700.The ellipsoidal height was determined by GPS observations
 DG3700.and is referenced to NAD 83.
 DG3700
 DG3700.The geoid height was determined by GEOID03.
 DG3700
 DG3700;                    North         East     Units Scale Factor Converg.
 DG3700;SPC AL E     -   346,976.761   203,899.788   MT  0.99996019   +0 01 23.8
 DG3700;UTM  16      - 3,721,697.508   612,106.646   MT  0.99975494   +0 40 10.1
 DG3700
 DG3700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3700!SPC AL E     -   0.99997010  x   0.99996019  =   0.99993029
 DG3700!UTM  16      -   0.99997010  x   0.99975494  =   0.99972505
 DG3700
 DG3700:                Primary Azimuth Mark                     Grid Az
 DG3700:SPC AL E     -  8 13                                     090 00 51.0
 DG3700:UTM  16      -  8 13                                     089 22 04.7
 DG3700
 DG3700|---------------------------------------------------------------------|
 DG3700| PID    Reference Object                     Distance      Geod. Az  |
 DG3700|                                                           dddmmss.s |
 DG3700| DG3701 8 13                                406.564 METERS 0900214.8 |
 DG3700|---------------------------------------------------------------------|
 DG3700
 DG3700                          SUPERSEDED SURVEY CONTROL
 DG3700
 DG3700  ELLIP H (12/04/92)  190.55   (m)                       GP(       ) 4 1
 DG3700  NAD 83(1986)-  33 37 45.09149(N)    085 47 28.68573(W) AD(       ) 1
 DG3700  NGVD 29 (12/04/92)  219.1    (m)          719.     (f) GPS OBS        
 DG3700
 DG3700.Superseded values are not recommended for survey control.
 DG3700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3700.See file dsdata.txt to determine how the superseded data were derived.
 DG3700
 DG3700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1210721698(NAD 83)
 DG3700_MARKER: DD = SURVEY DISK
 DG3700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3700_SP_SET: CONCRETE POST
 DG3700_STAMPING: 8 - 12 1990
 DG3700_MARK LOGO: ALHD  
 DG3700_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3700+STABILITY: SURFACE MOTION
 DG3700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3700+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3700
 DG3700  HISTORY     - Date     Condition        Report By
 DG3700  HISTORY     - 1990     MONUMENTED       ALHD
 DG3700
 DG3700                          STATION DESCRIPTION
 DG3700
 DG3700'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3700'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3700'GREENBRIER DRIVE IN SOUTHEAST ANNISTON.
 DG3700'TO REACH THE STATION FROM THE JUNCTION OF U. S. 78 AND GOLDEN SPRINGS
 DG3700'ROAD, MILE POST 234.85 ON U. S. 78, IN OXFORD, DRIVE NORTH ON GOLDEN
 DG3700'SPRINGS ROAD 1.69 KM (1.05 MI) TO GREENBRIER DRIVE AT A TRAFFIC
 DG3700'LIGHT, TURN LEFT ON GREENBRIER DRIVE AND DRIVE WEST 0.48 KM
 DG3700'(0.30 MI) TO THE STATION ON THE LEFT APPROXIMATELY 200 FEET EAST OF
 DG3700'THE JUNCTION OF GREENBRIER DRIVE AND SENTINEL DRIVE.
 DG3700'THE STATION IS 4.02 M (13.19 FT) SOUTH OF THE SOUTH CURB OF GREENBRIER
 DG3700'DRIVE, 10.21 M (33.50 FT) SOUTH OF THE CENTER OF GREENBRIER DRIVE,
 DG3700'29.26 M (96.00 FT) EAST - NORTHEAST OF A LARGE POWER POLE,
 DG3700'APPROXIMATELY 60.96 M (200.00 FT) EAST OF THE JUNCTION OF GREENBRIER
 DG3700'DRIVE AND SENTINEL DRIVE, 0.80 M (2.62 FT) NORTH OF A CARSONITE
 DG3700'WITNESS POST AND SET FLUSH WITH THE GROUND.
 DG3700'STATION 8 - 13 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3701 ***********************************************************************
 DG3701  DESIGNATION -  8 13
 DG3701  PID         -  DG3701
 DG3701  STATE/COUNTY-  AL/CALHOUN
 DG3701  USGS QUAD   -  ANNISTON (1972)
 DG3701
 DG3701                         *CURRENT SURVEY CONTROL
 DG3701  ___________________________________________________________________
 DG3701* NAD 83(1992)-  33 37 45.07606(N)    085 47 12.90890(W)     ADJUSTED  
 DG3701* NAVD 88     -       208.4    (meters)     684.     (feet)  VERTCON   
 DG3701  ___________________________________________________________________
 DG3701  X           -     390,566.479 (meters)                     COMP
 DG3701  Y           -  -5,301,931.048 (meters)                     COMP
 DG3701  Z           -   3,512,373.454 (meters)                     COMP
 DG3701  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 DG3701  ELLIP HEIGHT-         179.67  (meters)          (07/29/02) GPS OBS
 DG3701  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG3701
 DG3701  HORZ ORDER  -  FIRST
 DG3701  ELLP ORDER  -  FOURTH    CLASS I
 DG3701
 DG3701.The horizontal coordinates were established by GPS observations
 DG3701.and adjusted by the National Geodetic Survey in December 1992..
 DG3701
 DG3701.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3701.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3701
 DG3701.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3701
 DG3701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3701
 DG3701.The ellipsoidal height was determined by GPS observations
 DG3701.and is referenced to NAD 83.
 DG3701
 DG3701.The geoid height was determined by GEOID03.
 DG3701
 DG3701;                    North         East     Units Scale Factor Converg.
 DG3701;SPC AL E     -   346,976.661   204,306.335   MT  0.99996023   +0 01 32.5
 DG3701;UTM  16      - 3,721,701.992   612,513.086   MT  0.99975606   +0 40 18.8
 DG3701
 DG3701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3701!SPC AL E     -   0.99997179  x   0.99996023  =   0.99993203
 DG3701!UTM  16      -   0.99997179  x   0.99975606  =   0.99972786
 DG3701
 DG3701:                Primary Azimuth Mark                     Grid Az
 DG3701:SPC AL E     -  8 12                                     270 00 51.0
 DG3701:UTM  16      -  8 12                                     269 22 04.7
 DG3701
 DG3701|---------------------------------------------------------------------|
 DG3701| PID    Reference Object                     Distance      Geod. Az  |
 DG3701|                                                           dddmmss.s |
 DG3701| DG3700 8 12                                406.564 METERS 2700223.5 |
 DG3701|---------------------------------------------------------------------|
 DG3701
 DG3701                          SUPERSEDED SURVEY CONTROL
 DG3701
 DG3701  ELLIP H (12/04/92)  179.76   (m)                       GP(       ) 4 1
 DG3701  NAD 83(1986)-  33 37 45.08256(N)    085 47 12.91117(W) AD(       ) 1
 DG3701  NGVD 29 (12/04/92)  208.3    (m)          683.     (f) GPS OBS        
 DG3701
 DG3701.Superseded values are not recommended for survey control.
 DG3701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3701.See file dsdata.txt to determine how the superseded data were derived.
 DG3701
 DG3701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1251321702(NAD 83)
 DG3701_MARKER: DD = SURVEY DISK
 DG3701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3701_SP_SET: CONCRETE POST
 DG3701_STAMPING: 8 - 13 1990
 DG3701_MARK LOGO: ALHD  
 DG3701_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3701+STABILITY: SURFACE MOTION
 DG3701_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3701+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3701
 DG3701  HISTORY     - Date     Condition        Report By
 DG3701  HISTORY     - 1990     MONUMENTED       ALHD
 DG3701
 DG3701                          STATION DESCRIPTION
 DG3701
 DG3701'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3701'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3701'GREENBRIER DRIVE IN SOUTHEAST ANNISTON.
 DG3701'TO REACH THE STATION FROM THE JUNCTION OF U. S. 78 AND GOLDEN SPRINGS
 DG3701'ROAD, MILE POST 234.85 ON U. S. 78, IN OXFORD, DRIVE NORTH ON GOLDEN
 DG3701'SPRINGS ROAD 1.69 KM (1.05 MI) TO GREENBRIER DRIVE AT A TRAFFIC
 DG3701'LIGHT, TURN LEFT ON GREENBRIER DRIVE AND DRIVE WEST 0.08 KM
 DG3701'(0.05 MI) TO THE STATION ON THE LEFT.
 DG3701'THE STATION IS 2.99 M (9.81 FT) SOUTH OF THE SOUTH CURB OF GREENBRIER
 DG3701'DRIVE, 9.14 M (29.99 FT) SOUTH OF THE CENTER OF GREENBRIER DRIVE,
 DG3701'18.29 M (60.01 FT) WEST - NORTHWEST OF A POWER POLE WITH CIRCUIT
 DG3701'BREAKERS, 27.58 M (90.49 FT) EAST - NORTHEAST OF A LARGE POWER POLE,
 DG3701'0.70 M (2.30 FT) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 DG3701'THE GROUND.
 DG3701'STATON 8 - 12 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3702 ***********************************************************************
 DG3702  DESIGNATION -  8 14
 DG3702  PID         -  DG3702
 DG3702  STATE/COUNTY-  AL/CALHOUN
 DG3702  USGS QUAD   -  ANNISTON (1972)
 DG3702
 DG3702                         *CURRENT SURVEY CONTROL
 DG3702  ___________________________________________________________________
 DG3702* NAD 83(1992)-  33 42 14.75550(N)    085 49 56.17413(W)     ADJUSTED  
 DG3702* NAVD 88     -       232.9    (meters)     764.     (feet)  VERTCON   
 DG3702  ___________________________________________________________________
 DG3702  X           -     386,036.420 (meters)                     COMP
 DG3702  Y           -  -5,297,664.743 (meters)                     COMP
 DG3702  Z           -   3,519,302.460 (meters)                     COMP
 DG3702  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 DG3702  ELLIP HEIGHT-         204.08  (meters)          (07/29/02) GPS OBS
 DG3702  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG3702
 DG3702  HORZ ORDER  -  FIRST
 DG3702  ELLP ORDER  -  FOURTH    CLASS I
 DG3702
 DG3702.The horizontal coordinates were established by GPS observations
 DG3702.and adjusted by the National Geodetic Survey in December 1992..
 DG3702
 DG3702.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3702.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3702
 DG3702.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3702
 DG3702.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3702
 DG3702.The ellipsoidal height was determined by GPS observations
 DG3702.and is referenced to NAD 83.
 DG3702
 DG3702.The geoid height was determined by GEOID03.
 DG3702
 DG3702;                    North         East     Units Scale Factor Converg.
 DG3702;SPC AL E     -   355,284.215   200,098.516   MT  0.99996000   +0 00 02.1
 DG3702;UTM  16      - 3,729,959.781   608,212.655   MT  0.99974436   +0 38 52.9
 DG3702
 DG3702!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3702!SPC AL E     -   0.99996796  x   0.99996000  =   0.99992796
 DG3702!UTM  16      -   0.99996796  x   0.99974436  =   0.99971233
 DG3702
 DG3702                          SUPERSEDED SURVEY CONTROL
 DG3702
 DG3702  ELLIP H (12/04/92)  204.16   (m)                       GP(       ) 4 1
 DG3702  NAD 83(1986)-  33 42 14.76326(N)    085 49 56.17774(W) AD(       ) 1
 DG3702  NGVD 29 (12/04/92)  232.8    (m)          764.     (f) GPS OBS        
 DG3702
 DG3702.Superseded values are not recommended for survey control.
 DG3702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3702.See file dsdata.txt to determine how the superseded data were derived.
 DG3702
 DG3702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0821329960(NAD 83)
 DG3702_MARKER: DD = SURVEY DISK
 DG3702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3702_SP_SET: CONCRETE POST
 DG3702_STAMPING: 8 - 14 1990
 DG3702_MARK LOGO: ALHD  
 DG3702_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3702+STABILITY: SURFACE MOTION
 DG3702_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3702+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3702
 DG3702  HISTORY     - Date     Condition        Report By
 DG3702  HISTORY     - 1990     MONUMENTED       ALHD
 DG3702  HISTORY     - 20050321 POOR             AERODA
 DG3702
 DG3702                          STATION DESCRIPTION
 DG3702
 DG3702'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3702'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE NORTHEAST RIGHT OF WAY
 DG3702'OF U. S. 431, ABOUT 5.23 KM (3.25 MI) NORTH OF ANNISTON AND ABOUT
 DG3702'13.68 KM (8.50 MI) SOUTH - SOUTHWEST OF JACKSONVILLE.
 DG3702'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 21, MILE
 DG3702'POST 241.45 ON U. S. 431, IN ANNISTON, DRIVE NORTHWEST ON U. S. 431
 DG3702'1.29 KM (0.80 MI) TO MILE POST 242.25 AND THE STATION ON THE RIGHT.
 DG3702'THE STATION IS 17.92 M (58.79 FT) EAST - SOUTHEAST OF THE SOUTH END OF
 DG3702'A 15 INCH CONCRETE PIPE UNDER A DIRT DRIVEWAY, 18.29 M (60.01 FT)
 DG3702'NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF U. S. 431,
 DG3702'29.47 M (96.69 FT) SOUTH - SOUTHEAST OF A YELLOW CARSONITE GAS LINE
 DG3702'MARKER, 29.99 M (98.39 FT) WEST - NORTHWEST OF POWER POLE NO. 26538
 DG3702'9, 32.28 M (105.91 FT) SOUTHEAST OF TRANSFORMER POWER POLE NO. 27441
 DG3702'11 WITH A STREET LIGHT, 36.88 M (121.00 FT) SOUTH - SOUTHEAST OF
 DG3702'JUNCTION POWER POLE NO. 10, 37.73 M (123.79 FT) WEST - NORTHWEST OF
 DG3702'POWER POLE NO. 8 1/2 WITH CIRCUIT BREAKERS, 38.34 M (125.79 FT) WEST
 DG3702'- NORTHWEST OF THE NORTHWEST CORNER OF AN AMERICAN INN MOTEL SIGN,
 DG3702'0.73 M (2.40 FT) SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH
 DG3702'WITH THE GROUND.
 DG3702'STATION 8 - 15 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3702
 DG3702                          STATION RECOVERY (2005)
 DG3702
 DG3702'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 DG3702'DISC REMOVED.  MOUNTING STILL INTACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3703 ***********************************************************************
 DG3703  DESIGNATION -  8 15
 DG3703  PID         -  DG3703
 DG3703  STATE/COUNTY-  AL/CALHOUN
 DG3703  USGS QUAD   -  ANNISTON (1972)
 DG3703
 DG3703                         *CURRENT SURVEY CONTROL
 DG3703  ___________________________________________________________________
 DG3703* NAD 83(1992)-  33 42 41.47350(N)    085 50 25.74941(W)     ADJUSTED  
 DG3703* NAVD 88     -       233.3    (meters)     765.     (feet)  VERTCON   
 DG3703  ___________________________________________________________________
 DG3703  X           -     385,243.697 (meters)                     COMP
 DG3703  Y           -  -5,297,264.725 (meters)                     COMP
 DG3703  Z           -   3,519,987.498 (meters)                     COMP
 DG3703  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 DG3703  ELLIP HEIGHT-         204.48  (meters)          (07/29/02) GPS OBS
 DG3703  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG3703
 DG3703  HORZ ORDER  -  FIRST
 DG3703  ELLP ORDER  -  FOURTH    CLASS I
 DG3703
 DG3703.The horizontal coordinates were established by GPS observations
 DG3703.and adjusted by the National Geodetic Survey in December 1992..
 DG3703
 DG3703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3703
 DG3703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3703
 DG3703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3703
 DG3703.The ellipsoidal height was determined by GPS observations
 DG3703.and is referenced to NAD 83.
 DG3703
 DG3703.The geoid height was determined by GEOID03.
 DG3703
 DG3703;                    North         East     Units Scale Factor Converg.
 DG3703;SPC AL E     -   356,107.394   199,337.008   MT  0.99996001   -0 00 14.3
 DG3703;UTM  16      - 3,730,774.126   607,442.060   MT  0.99974231   +0 38 37.0
 DG3703
 DG3703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3703!SPC AL E     -   0.99996790  x   0.99996001  =   0.99992791
 DG3703!UTM  16      -   0.99996790  x   0.99974231  =   0.99971022
 DG3703
 DG3703                          SUPERSEDED SURVEY CONTROL
 DG3703
 DG3703  ELLIP H (12/04/92)  204.56   (m)                       GP(       ) 4 1
 DG3703  NAD 83(1986)-  33 42 41.48128(N)    085 50 25.75304(W) AD(       ) 1
 DG3703  NGVD 29 (12/04/92)  233.2    (m)          765.     (f) GPS OBS        
 DG3703
 DG3703.Superseded values are not recommended for survey control.
 DG3703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3703.See file dsdata.txt to determine how the superseded data were derived.
 DG3703
 DG3703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0744230774(NAD 83)
 DG3703_MARKER: DD = SURVEY DISK
 DG3703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3703_SP_SET: CONCRETE POST
 DG3703_STAMPING: 8 - 15 1990
 DG3703_MARK LOGO: ALHD  
 DG3703_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3703+STABILITY: SURFACE MOTION
 DG3703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3703+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 DG3703
 DG3703  HISTORY     - Date     Condition        Report By
 DG3703  HISTORY     - 1990     MONUMENTED       ALHD
 DG3703  HISTORY     - 20050321 GOOD             AERODA
 DG3703
 DG3703                          STATION DESCRIPTION
 DG3703
 DG3703'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3703'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE NORTHEAST RIGHT OF WAY
 DG3703'OF U. S. 431, ABOUT 6.12 KM (3.80 MI) NORTH OF ANNISTON AND ABOUT
 DG3703'13.36 KM (8.30 MI) SOUTH - SOUTHWEST OF JACKSONVILLE.
 DG3703'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 21, MILE
 DG3703'POST 241.45 ON U. S. 431, IN ANNISTON, DRIVE NORTHWEST ON U. S. 431
 DG3703'2.41 KM (1.50 MI) TO MILE POST 242.25 AND THE STATION ON THE RIGHT.
 DG3703'THE STATION IS 2.90 M (9.51 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF A
 DG3703'CONCRETE PARKING AREA, 3.90 M (12.80 FT) NORTHEAST OF THE NORTH END
 DG3703'OF AN 18 INCH CONCRETE PIPE UNDER A DRIVEWAY, 15.64 M (51.31 FT)
 DG3703'NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF U. S. 431,
 DG3703'22.04 M (72.31 FT) WEST 0 NORTHWEST OF A TELEPHONE BOOTH, 22.10 M
 DG3703'(72.51 FT) WEST - NORTHWEST OF A TRANSFORMER POWER POLE WITH TWO
 DG3703'LIGHTS, 24.38 M (79.99 FT) SOUTH OF THE SOUTHEAST END OF THE
 DG3703'SOUTHEAST GAS ISLAND OF A PIT STOP SERVICE STATION, 0.77 M (2.53 FT)
 DG3703'SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 DG3703'STATION 8 - 14 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3703
 DG3703                          STATION RECOVERY (2005)
 DG3703
 DG3703'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 DG3703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2794 ***********************************************************************
 DH2794  DESIGNATION -  8 16
 DH2794  PID         -  DH2794
 DH2794  STATE/COUNTY-  AL/CALHOUN
 DH2794  USGS QUAD   -  FRANCIS MILL (1972)
 DH2794
 DH2794                         *CURRENT SURVEY CONTROL
 DH2794  ___________________________________________________________________
 DH2794* NAD 83(1992)-  33 40 43.10993(N)    086 04 39.99485(W)     ADJUSTED  
 DH2794* NAVD 88     -       165.0    (meters)     541.     (feet)  VERTCON   
 DH2794  ___________________________________________________________________
 DH2794  X           -     363,436.342 (meters)                     COMP
 DH2794  Y           -  -5,300,776.494 (meters)                     COMP
 DH2794  Z           -   3,516,915.334 (meters)                     COMP
 DH2794  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 DH2794  ELLIP HEIGHT-         136.11  (meters)          (07/29/02) GPS OBS
 DH2794  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DH2794
 DH2794  HORZ ORDER  -  FIRST
 DH2794  ELLP ORDER  -  FOURTH    CLASS I
 DH2794
 DH2794.The horizontal coordinates were established by GPS observations
 DH2794.and adjusted by the National Geodetic Survey in December 1992..
 DH2794
 DH2794.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2794.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2794
 DH2794.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2794
 DH2794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2794
 DH2794.The ellipsoidal height was determined by GPS observations
 DH2794.and is referenced to NAD 83.
 DH2794
 DH2794.The geoid height was determined by GEOID03.
 DH2794
 DH2794;                    North         East     Units Scale Factor Converg.
 DH2794;SPC AL E     -   352,487.519   177,333.380   MT  0.99996633   -0 08 08.0
 DH2794;UTM  16      - 3,726,906.863   585,486.153   MT  0.99969009   +0 30 41.2
 DH2794
 DH2794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2794!SPC AL E     -   0.99997863  x   0.99996633  =   0.99994496
 DH2794!UTM  16      -   0.99997863  x   0.99969009  =   0.99966873
 DH2794
 DH2794                          SUPERSEDED SURVEY CONTROL
 DH2794
 DH2794  ELLIP H (12/04/92)  136.19   (m)                       GP(       ) 4 1
 DH2794  NAD 83(1986)-  33 40 43.11784(N)    086 04 39.99867(W) AD(       ) 1
 DH2794  NGVD 29 (12/04/92)  165.0    (m)          541.     (f) GPS OBS        
 DH2794
 DH2794.Superseded values are not recommended for survey control.
 DH2794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2794.See file dsdata.txt to determine how the superseded data were derived.
 DH2794
 DH2794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8548626907(NAD 83)
 DH2794_MARKER: DD = SURVEY DISK
 DH2794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2794_SP_SET: CONCRETE POST
 DH2794_STAMPING: 8 - 16 1990
 DH2794_MARK LOGO: ALHD  
 DH2794_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2794_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2794+STABILITY: SURFACE MOTION
 DH2794_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2794+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2794
 DH2794  HISTORY     - Date     Condition        Report By
 DH2794  HISTORY     - 1990     MONUMENTED       ALHD
 DH2794
 DH2794                          STATION DESCRIPTION
 DH2794
 DH2794'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2794'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE EAST RIGHT OF WAY OF
 DH2794'ALA 77, ABOUT 9.82 KM (6.10 MI) NORTH - NORTHWEST OF EASTABOGA AND
 DH2794'ABOUT 13.04 KM (8.10 MI) SOUTH - SOUTHWEST OF OHATCHEE.
 DH2794'TO REACH THE STATION FROM EXIT 168 ON I - 20, MILE POST 75.50 ON ALA
 DH2794'77, DRIVE NORTH ON ALA 77 10.78 KM (6.70 MI) TO MILE POST 82.20 AND
 DH2794'THE STATION ON THE RIGHT.
 DH2794'THE STATION IS 8.23 M (27.00 FT) NORTH - NORTHEAST OF THE CENTER OF A
 DH2794'WOODS ROAD, 19.29 M (63.29 FT) EAST - SOUTHEAST OF THE CENTERLINE OF
 DH2794'ALA 77, 42.89 M (140.71 FT) NORTH - NORTHEAST OF A POWER POLE WITH
 DH2794'CIRCUIT BREAKERS, 0.66 M (2.17 FT) NORTHWEST OF A CARSONITE WITNESS
 DH2794'POST AND SET FLUSH WITH THE GROUND.
 DH2794'STATION 8 - 17 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2795 ***********************************************************************
 DH2795  DESIGNATION -  8 17
 DH2795  PID         -  DH2795
 DH2795  STATE/COUNTY-  AL/CALHOUN
 DH2795  USGS QUAD   -  FRANCIS MILL (1972)
 DH2795
 DH2795                         *CURRENT SURVEY CONTROL
 DH2795  ___________________________________________________________________
 DH2795* NAD 83(1992)-  33 41 05.10798(N)    086 04 28.87719(W)     ADJUSTED  
 DH2795* NAVD 88     -       167.3    (meters)     549.     (feet)  VERTCON   
 DH2795  ___________________________________________________________________
 DH2795  X           -     363,696.451 (meters)                     COMP
 DH2795  Y           -  -5,300,383.782 (meters)                     COMP
 DH2795  Z           -   3,517,480.594 (meters)                     COMP
 DH2795  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 DH2795  ELLIP HEIGHT-         138.38  (meters)          (07/29/02) GPS OBS
 DH2795  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DH2795
 DH2795  HORZ ORDER  -  FIRST
 DH2795  ELLP ORDER  -  FOURTH    CLASS I
 DH2795
 DH2795.The horizontal coordinates were established by GPS observations
 DH2795.and adjusted by the National Geodetic Survey in December 1992..
 DH2795
 DH2795.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2795.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2795
 DH2795.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2795
 DH2795.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2795
 DH2795.The ellipsoidal height was determined by GPS observations
 DH2795.and is referenced to NAD 83.
 DH2795
 DH2795.The geoid height was determined by GEOID03.
 DH2795
 DH2795;                    North         East     Units Scale Factor Converg.
 DH2795;SPC AL E     -   353,164.585   177,621.329   MT  0.99996617   -0 08 01.9
 DH2795;UTM  16      - 3,727,586.950   585,766.360   MT  0.99969068   +0 30 47.6
 DH2795
 DH2795!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2795!SPC AL E     -   0.99997828  x   0.99996617  =   0.99994445
 DH2795!UTM  16      -   0.99997828  x   0.99969068  =   0.99966896
 DH2795
 DH2795                          SUPERSEDED SURVEY CONTROL
 DH2795
 DH2795  ELLIP H (12/04/92)  138.46   (m)                       GP(       ) 4 1
 DH2795  NAD 83(1986)-  33 41 05.11590(N)    086 04 28.88101(W) AD(       ) 1
 DH2795  NGVD 29 (12/04/92)  167.2    (m)          549.     (f) GPS OBS        
 DH2795
 DH2795.Superseded values are not recommended for survey control.
 DH2795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2795.See file dsdata.txt to determine how the superseded data were derived.
 DH2795
 DH2795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8576627587(NAD 83)
 DH2795_MARKER: DD = SURVEY DISK
 DH2795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2795_SP_SET: CONCRETE POST
 DH2795_STAMPING: 8 - 17 1990
 DH2795_MARK LOGO: ALHD  
 DH2795_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2795+STABILITY: SURFACE MOTION
 DH2795_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2795+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DH2795
 DH2795  HISTORY     - Date     Condition        Report By
 DH2795  HISTORY     - 1990     MONUMENTED       ALHD
 DH2795
 DH2795                          STATION DESCRIPTION
 DH2795
 DH2795'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2795'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE WEST RIGHT OF WAY OF
 DH2795'ALA 77, ABOUT 10.22 KM (6.35 MI) NORTH - NORTHWEST OF EASTABOGA AND
 DH2795'ABOUT 12.39 KM (7.70 MI) SOUTH - SOUTHWEST OF OHATCHEE.
 DH2795'TO REACH THE STATION FROM EXIT 168 ON I - 20, MILE POST 75.50 ON ALA
 DH2795'77, DRIVE NORTH ON ALA 77 11.51 KM (7.15 MI) TO MILE POST 82.65 AND
 DH2795'THE STATION ON THE LEFT.
 DH2795'THE STATION IS 13.93 M (45.70 FT) NORTHEAST OF A POWER POLE, 18.04 M
 DH2795'(59.19 FT) WEST - NORTHWEST OF THE CENTERLINE OF ALA 77, 0.65 M
 DH2795'(2.13 FT) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 DH2795'THE GROUND.
 DH2795'STATION 8 - 16 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1933 ***********************************************************************
 AA1933  DESIGNATION -  8 18
 AA1933  PID         -  AA1933
 AA1933  STATE/COUNTY-  AL/CALHOUN
 AA1933  USGS QUAD   -  EASTABOGA (1972)
 AA1933
 AA1933                         *CURRENT SURVEY CONTROL
 AA1933  ___________________________________________________________________
 AA1933* NAD 83(1992)-  33 36 13.59703(N)    086 00 25.01818(W)     ADJUSTED  
 AA1933* NAVD 88     -       179.8    (meters)     590.     (feet)  VERTCON   
 AA1933  ___________________________________________________________________
 AA1933  X           -     370,309.881 (meters)                     COMP
 AA1933  Y           -  -5,304,924.586 (meters)                     COMP
 AA1933  Z           -   3,510,010.379 (meters)                     COMP
 AA1933  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 AA1933  ELLIP HEIGHT-         150.93  (meters)          (07/29/02) GPS OBS
 AA1933  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AA1933
 AA1933  HORZ ORDER  -  FIRST
 AA1933  ELLP ORDER  -  FOURTH    CLASS I
 AA1933
 AA1933.The horizontal coordinates were established by GPS observations
 AA1933.and adjusted by the National Geodetic Survey in September 1994..
 AA1933
 AA1933.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1933.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1933
 AA1933.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1933
 AA1933.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1933
 AA1933.The ellipsoidal height was determined by GPS observations
 AA1933.and is referenced to NAD 83.
 AA1933
 AA1933.The geoid height was determined by GEOID03.
 AA1933
 AA1933;                    North         East     Units Scale Factor Converg.
 AA1933;SPC AL E     -   344,170.863   183,887.057   MT  0.99996320   -0 05 45.9
 AA1933;UTM  16      - 3,718,666.871   592,131.454   MT  0.99970464   +0 32 58.7
 AA1933
 AA1933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1933!SPC AL E     -   0.99997631  x   0.99996320  =   0.99993951
 AA1933!UTM  16      -   0.99997631  x   0.99970464  =   0.99968095
 AA1933
 AA1933:                Primary Azimuth Mark                     Grid Az
 AA1933:SPC AL E     -  8 19                                     045 37 02.4
 AA1933:UTM  16      -  8 19                                     044 58 17.8
 AA1933
 AA1933|---------------------------------------------------------------------|
 AA1933| PID    Reference Object                     Distance      Geod. Az  |
 AA1933|                                                           dddmmss.s |
 AA1933| AA1934 8 19                                464.913 METERS 0453116.5 |
 AA1933|---------------------------------------------------------------------|
 AA1933
 AA1933                          SUPERSEDED SURVEY CONTROL
 AA1933
 AA1933  ELLIP H (09/29/94)  151.00   (m)                       GP(       ) 3 2
 AA1933  NGVD 29 (09/29/94)  179.7    (m)          590.     (f) GPS OBS        
 AA1933
 AA1933.Superseded values are not recommended for survey control.
 AA1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1933.See file dsdata.txt to determine how the superseded data were derived.
 AA1933
 AA1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9213118667(NAD 83)
 AA1933_MARKER: DD = SURVEY DISK
 AA1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1933_SP_SET: CONCRETE POST
 AA1933_STAMPING: 8-18 1993
 AA1933_MARK LOGO: ALHD  
 AA1933_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1933+STABILITY: SURFACE MOTION
 AA1933_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1933+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1933
 AA1933  HISTORY     - Date     Condition        Report By
 AA1933  HISTORY     - 1993     MONUMENTED       ALHD
 AA1933
 AA1933                          STATION DESCRIPTION
 AA1933
 AA1933'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1933'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA1933'U.S. 78, ABOUT 9.85 MI (15.85 KM) EAST OF OXFORD AND ABOUT 12.30 MI
 AA1933'(19.79 KM) SOUTH OF OHATCHEE. TO REACH THE STATION FROM THE JUNCTION
 AA1933'OF U.S. 78, U.S 431, AND ALA 21 (MILE POST 164.85 ON U.S. 78, MILE
 AA1933'POST 235.60 ON U.S. 431, AND MILE POST 253.30 ON ALA 21) IN OXFORD,
 AA1933'DRIVE WEST ON U.S. 78 FOR 10.50 MI (16.90 KM) TO MILE POST 154.35 AND
 AA1933'THE STATION ON THE LEFT. THE STATION IS 3.0 FT (0.9 M) NORTH OF A FOUR
 AA1933'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 22.7 FT (6.9 M) EAST
 AA1933'OF A RUSTY PIPE SIGN POST WITH NO SIGN, 39.5 FT (12.0 M) SOUTH OF THE
 AA1933'CENTERLINE OF U.S. 78, 109.5 FT (33.4 M) EAST OF A POWER AND CABLE
 AA1933'POLE WITH A GUY POLE ACROSS U.S. 78, 2.8 FT (0.9 M) NORTH OF A
 AA1933'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 8-19
 AA1933'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1934 ***********************************************************************
 AA1934  DESIGNATION -  8 19
 AA1934  PID         -  AA1934
 AA1934  STATE/COUNTY-  AL/CALHOUN
 AA1934  USGS QUAD   -  EASTABOGA (1972)
 AA1934
 AA1934                         *CURRENT SURVEY CONTROL
 AA1934  ___________________________________________________________________
 AA1934* NAD 83(1992)-  33 36 24.16941(N)    086 00 12.15089(W)     ADJUSTED  
 AA1934* NAVD 88     -       181.8    (meters)     596.     (feet)  VERTCON   
 AA1934  ___________________________________________________________________
 AA1934  X           -     370,628.364 (meters)                     COMP
 AA1934  Y           -  -5,304,723.280 (meters)                     COMP
 AA1934  Z           -   3,510,282.780 (meters)                     COMP
 AA1934  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 AA1934  ELLIP HEIGHT-         152.92  (meters)          (07/29/02) GPS OBS
 AA1934  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 AA1934
 AA1934  HORZ ORDER  -  FIRST
 AA1934  ELLP ORDER  -  FOURTH    CLASS I
 AA1934
 AA1934.The horizontal coordinates were established by GPS observations
 AA1934.and adjusted by the National Geodetic Survey in September 1994..
 AA1934
 AA1934.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1934.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1934
 AA1934.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1934
 AA1934.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1934
 AA1934.The ellipsoidal height was determined by GPS observations
 AA1934.and is referenced to NAD 83.
 AA1934
 AA1934.The geoid height was determined by GEOID03.
 AA1934
 AA1934;                    North         East     Units Scale Factor Converg.
 AA1934;SPC AL E     -   344,496.033   184,219.310   MT  0.99996307   -0 05 38.8
 AA1934;UTM  16      - 3,718,995.680   592,459.937   MT  0.99970539   +0 33 06.0
 AA1934
 AA1934!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1934!SPC AL E     -   0.99997599  x   0.99996307  =   0.99993906
 AA1934!UTM  16      -   0.99997599  x   0.99970539  =   0.99968139
 AA1934
 AA1934:                Primary Azimuth Mark                     Grid Az
 AA1934:SPC AL E     -  8 18                                     225 37 02.4
 AA1934:UTM  16      -  8 18                                     224 58 17.6
 AA1934
 AA1934|---------------------------------------------------------------------|
 AA1934| PID    Reference Object                     Distance      Geod. Az  |
 AA1934|                                                           dddmmss.s |
 AA1934| AA1933 8 18                                464.913 METERS 2253123.6 |
 AA1934|---------------------------------------------------------------------|
 AA1934
 AA1934                          SUPERSEDED SURVEY CONTROL
 AA1934
 AA1934  ELLIP H (09/29/94)  152.99   (m)                       GP(       ) 3 2
 AA1934  NGVD 29 (09/29/94)  181.7    (m)          596.     (f) GPS OBS        
 AA1934
 AA1934.Superseded values are not recommended for survey control.
 AA1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1934.See file dsdata.txt to determine how the superseded data were derived.
 AA1934
 AA1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9246018996(NAD 83)
 AA1934_MARKER: DD = SURVEY DISK
 AA1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1934_SP_SET: CONCRETE POST
 AA1934_STAMPING: 8-19 1993
 AA1934_MARK LOGO: ALHD  
 AA1934_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1934+STABILITY: SURFACE MOTION
 AA1934_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1934+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1934
 AA1934  HISTORY     - Date     Condition        Report By
 AA1934  HISTORY     - 1993     MONUMENTED       ALHD
 AA1934
 AA1934                          STATION DESCRIPTION
 AA1934
 AA1934'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1934'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE EAST RIGHT OF WAY OF A
 AA1934'PAVED COUNTY ROAD, ABOUT 9.60 MI (15.45 KM) EAST OF OXFORD AND ABOUT
 AA1934'12.05 MI (19.39 KM) SOUTH OF OHATCHEE. TO REACH THE STATION FROM THE
 AA1934'JUNCTION OF U.S. 78, U.S 431, AND ALA 21 (MILE POST 164.85 ON U.S. 78,
 AA1934'MILE POST 235.60 ON U.S. 431, AND MILE POST 253.30 ON ALA 21) IN
 AA1934'OXFORD, DRIVE WEST ON U.S. 78 FOR 10.35 MI (16.66 KM) TO MILE POST
 AA1934'154.50 AND A PAVED COUNTY ROAD LEFT AND RIGHT, TURN RIGHT ON THE PAVED
 AA1934'COUNTY ROAD AND DRIVE NORTH FOR 0.15 MI (0.24 KM) TO A RAILROAD GRADE
 AA1934'CROSSING, CONTINUE NORTH ON THE PAVED COUNTY ROAD FOR 0.05 MI (0.08
 AA1934'KM) TO THE STATION ON THE RIGHT. THE STATION IS LOCATED AT AN OFF SET
 AA1934'IN THE FENCE LINE, 3.2 FT (1.0 M) SOUTH OF THE SOUTHWEST CORNER OF A
 AA1934'SEVEN STRAND BARBED WIRE FENCE ON CROSS TIE POSTS, 20.0 FT (6.1 M)
 AA1934'EAST OF THE CENTER OF A PAVED COUNTY ROAD, 23.0 FT (7.0 M) WEST OF A
 AA1934'BRACED CROSS TIE FENCE JUNCTION POST, 23.3 FT (7.1 M) WEST OF A FIVE
 AA1934'STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 3.1 FT (0.9 M) SOUTH
 AA1934'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA1934'8-18 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3684 ***********************************************************************
 DG3684  DESIGNATION -  8 2
 DG3684  PID         -  DG3684
 DG3684  STATE/COUNTY-  AL/CALHOUN
 DG3684  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG3684
 DG3684                         *CURRENT SURVEY CONTROL
 DG3684  ___________________________________________________________________
 DG3684* NAD 83(1992)-  33 51 04.04718(N)    085 45 12.47108(W)     ADJUSTED  
 DG3684* NAVD 88     -       200.9    (meters)     659.     (feet)  VERTCON   
 DG3684  ___________________________________________________________________
 DG3684  X           -     392,649.267 (meters)                     COMP
 DG3684  Y           -  -5,288,060.215 (meters)                     COMP
 DG3684  Z           -   3,532,840.177 (meters)                     COMP
 DG3684  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 DG3684  ELLIP HEIGHT-         172.11  (meters)          (07/29/02) GPS OBS
 DG3684  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG3684
 DG3684  HORZ ORDER  -  FIRST
 DG3684  ELLP ORDER  -  FOURTH    CLASS I
 DG3684
 DG3684.The horizontal coordinates were established by GPS observations
 DG3684.and adjusted by the National Geodetic Survey in December 1992..
 DG3684
 DG3684.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3684.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3684
 DG3684.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3684
 DG3684.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3684
 DG3684.The ellipsoidal height was determined by GPS observations
 DG3684.and is referenced to NAD 83.
 DG3684
 DG3684.The geoid height was determined by GEOID03.
 DG3684
 DG3684;                    North         East     Units Scale Factor Converg.
 DG3684;SPC AL E     -   371,594.258   207,391.247   MT  0.99996067   +0 02 40.2
 DG3684;UTM  16      - 3,746,347.965   615,318.794   MT  0.99976394   +0 41 40.0
 DG3684
 DG3684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3684!SPC AL E     -   0.99997298  x   0.99996067  =   0.99993365
 DG3684!UTM  16      -   0.99997298  x   0.99976394  =   0.99973693
 DG3684
 DG3684                          SUPERSEDED SURVEY CONTROL
 DG3684
 DG3684  ELLIP H (12/04/92)  172.19   (m)                       GP(       ) 4 1
 DG3684  NAD 83(1986)-  33 51 04.05690(N)    085 45 12.47893(W) AD(       ) 1
 DG3684  NGVD 29 (12/04/92)  200.8    (m)          659.     (f) GPS OBS        
 DG3684
 DG3684.Superseded values are not recommended for survey control.
 DG3684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3684.See file dsdata.txt to determine how the superseded data were derived.
 DG3684
 DG3684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1531946348(NAD 83)
 DG3684_MARKER: DD = SURVEY DISK
 DG3684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3684_SP_SET: CONCRETE POST
 DG3684_STAMPING: 8 - 2 1990
 DG3684_MARK LOGO: ALHD  
 DG3684_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3684+STABILITY: SURFACE MOTION
 DG3684_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3684+SATELLITE: SATELLITE OBSERVATIONS - March 17, 1990
 DG3684
 DG3684  HISTORY     - Date     Condition        Report By
 DG3684  HISTORY     - 1990     MONUMENTED       ALHD
 DG3684  HISTORY     - 19900317 GOOD             ALHD
 DG3684
 DG3684                          STATION DESCRIPTION
 DG3684
 DG3684'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3684'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE WEST RIGHT OF WAY OF
 DG3684'ALA 21, ABOUT 3.38 KM (2.10 MI) NORTH OF JACKSONVILLE AND ABOUT 14.97
 DG3684'KM (9.30 MI) SOUTHWEST OF PIEDMONT.
 DG3684'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 204 (MILE
 DG3684'POST 269.75 ON ALA 21), IN JACKSONVILLE, DRIVE NORTH ON ALA 21 3.06
 DG3684'KM (1.90 MI) TO MILE POST 271.60 AND THE STATION ON THE LEFT.
 DG3684'THE STATION IS 10.73 M (35.20 FT) SOUTHWEST OF A STOP SIGN POST, 11.40
 DG3684'M (37.40 FT) NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES OF
 DG3684'ALA 21, 12.34 M (40.49 FT) SOUTHEAST OF THE EAST RAIL OF THE
 DG3684'RAILROAD, 13.66 M (44.82 FT) NORTHEAST OF TELEPHONE CABLE PEDISTAL
 DG3684'NO. LC C 62 1/2 LC, 15.97 M (52.39 FT) NORTHEAST OF A BURIED CABLE
 DG3684'WARNING SIGN, 25.60 M (83.99 FT) SOUTHWEST OF THE CENTER OF A PAVED
 DG3684'DRIVEWAY TO THE BACK OF A FEDERAL MOGUL BUILDING, AND SET FLUSH WITH
 DG3684'THE GROUND.
 DG3684'STATION 8 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3684
 DG3684                          STATION RECOVERY (1990)
 DG3684
 DG3684'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3684'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1935 ***********************************************************************
 AA1935  DESIGNATION -  8 20
 AA1935  PID         -  AA1935
 AA1935  STATE/COUNTY-  AL/CALHOUN
 AA1935  USGS QUAD   -  FRANCIS MILL (1972)
 AA1935
 AA1935                         *CURRENT SURVEY CONTROL
 AA1935  ___________________________________________________________________
 AA1935* NAD 83(1992)-  33 44 25.85551(N)    086 02 58.61837(W)     ADJUSTED  
 AA1935* NAVD 88     -       163.7    (meters)     537.     (feet)  VERTCON   
 AA1935  ___________________________________________________________________
 AA1935  X           -     365,779.079 (meters)                     COMP
 AA1935  Y           -  -5,296,796.269 (meters)                     COMP
 AA1935  Z           -   3,522,623.634 (meters)                     COMP
 AA1935  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AA1935  ELLIP HEIGHT-         134.72  (meters)          (07/29/02) GPS OBS
 AA1935  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA1935
 AA1935  HORZ ORDER  -  FIRST
 AA1935  ELLP ORDER  -  FOURTH    CLASS I
 AA1935
 AA1935.The horizontal coordinates were established by GPS observations
 AA1935.and adjusted by the National Geodetic Survey in September 1994..
 AA1935
 AA1935.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1935.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1935
 AA1935.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1935
 AA1935.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1935
 AA1935.The ellipsoidal height was determined by GPS observations
 AA1935.and is referenced to NAD 83.
 AA1935
 AA1935.The geoid height was determined by GEOID03.
 AA1935
 AA1935;                    North         East     Units Scale Factor Converg.
 AA1935;SPC AL E     -   359,344.304   179,958.985   MT  0.99996495   -0 07 12.5
 AA1935;UTM  16      - 3,733,791.003   588,033.406   MT  0.99969554   +0 31 40.5
 AA1935
 AA1935!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1935!SPC AL E     -   0.99997885  x   0.99996495  =   0.99994380
 AA1935!UTM  16      -   0.99997885  x   0.99969554  =   0.99967440
 AA1935
 AA1935:                Primary Azimuth Mark                     Grid Az
 AA1935:SPC AL E     -  8 21                                     007 05 56.7
 AA1935:UTM  16      -  8 21                                     006 27 03.7
 AA1935
 AA1935|---------------------------------------------------------------------|
 AA1935| PID    Reference Object                     Distance      Geod. Az  |
 AA1935|                                                           dddmmss.s |
 AA1935| AA1936 8 21                                APPROX. 0.6 KM 0065844.2 |
 AA1935|---------------------------------------------------------------------|
 AA1935
 AA1935                          SUPERSEDED SURVEY CONTROL
 AA1935
 AA1935  ELLIP H (09/29/94)  134.78   (m)                       GP(       ) 3 2
 AA1935  NGVD 29 (09/29/94)  163.6    (m)          537.     (f) GPS OBS        
 AA1935
 AA1935.Superseded values are not recommended for survey control.
 AA1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1935.See file dsdata.txt to determine how the superseded data were derived.
 AA1935
 AA1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8803333791(NAD 83)
 AA1935_MARKER: DD = SURVEY DISK
 AA1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1935_SP_SET: CONCRETE POST
 AA1935_STAMPING: 8-20 1993
 AA1935_MARK LOGO: ALHD  
 AA1935_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1935+STABILITY: SURFACE MOTION
 AA1935_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1935+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1935
 AA1935  HISTORY     - Date     Condition        Report By
 AA1935  HISTORY     - 1993     MONUMENTED       ALHD
 AA1935
 AA1935                          STATION DESCRIPTION
 AA1935
 AA1935'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1935'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE EAST RIGHT OF WAY OF
 AA1935'ALA 77, ABOUT 0.55 MI (0.89 KM) NORTHWEST OF BOILING SPRINGS AND ABOUT
 AA1935'3.65 MI (5.87 KM) SOUTHWEST OF OHATCHEE. TO REACH THE STATION FROM
 AA1935'EXIT 168 ON I-20 (MILE POST 75.55 ON ALA 77) IN LINCOLN, DRIVE NORTH
 AA1935'ON ALA 77 FOR 11.30 MI (18.19 KM) TO MILE POST 86.85 AND THE STATION
 AA1935'ON THE RIGHT. THE STATION IS 18.0 FT (5.5 M) SOUTH OF THE CENTER OF A
 AA1935'WOODS ROAD, 24.7 FT (7.5 M) SOUTH OF A NO TRESPASSING SIGN ON A PIPE
 AA1935'POST, 50.2 FT (15.3 M) EAST OF THE CENTERLINE OF ALA 77, 1.7 FT (0.5
 AA1935'M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 AA1935'STATION 8-21 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1936 ***********************************************************************
 AA1936  DESIGNATION -  8 21
 AA1936  PID         -  AA1936
 AA1936  STATE/COUNTY-  AL/CALHOUN
 AA1936  USGS QUAD   -  FRANCIS MILL (1972)
 AA1936
 AA1936                         *CURRENT SURVEY CONTROL
 AA1936  ___________________________________________________________________
 AA1936* NAD 83(1992)-  33 44 44.28404(N)    086 02 55.91798(W)     ADJUSTED  
 AA1936* NAVD 88     -       163.2    (meters)     535.     (feet)  VERTCON   
 AA1936  ___________________________________________________________________
 AA1936  X           -     365,826.663 (meters)                     COMP
 AA1936  Y           -  -5,296,476.425 (meters)                     COMP
 AA1936  Z           -   3,523,095.512 (meters)                     COMP
 AA1936  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AA1936  ELLIP HEIGHT-         134.23  (meters)          (07/29/02) GPS OBS
 AA1936  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA1936
 AA1936  HORZ ORDER  -  FIRST
 AA1936  ELLP ORDER  -  FOURTH    CLASS I
 AA1936
 AA1936.The horizontal coordinates were established by GPS observations
 AA1936.and adjusted by the National Geodetic Survey in September 1994..
 AA1936
 AA1936.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1936.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1936
 AA1936.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1936
 AA1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1936
 AA1936.The ellipsoidal height was determined by GPS observations
 AA1936.and is referenced to NAD 83.
 AA1936
 AA1936.The geoid height was determined by GEOID03.
 AA1936
 AA1936;                    North         East     Units Scale Factor Converg.
 AA1936;SPC AL E     -   359,911.929   180,029.677   MT  0.99996491   -0 07 11.0
 AA1936;UTM  16      - 3,734,359.239   588,097.656   MT  0.99969568   +0 31 42.2
 AA1936
 AA1936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1936!SPC AL E     -   0.99997893  x   0.99996491  =   0.99994384
 AA1936!UTM  16      -   0.99997893  x   0.99969568  =   0.99967461
 AA1936
 AA1936:                Primary Azimuth Mark                     Grid Az
 AA1936:SPC AL E     -  8 20                                     187 05 56.8
 AA1936:UTM  16      -  8 20                                     186 27 03.6
 AA1936
 AA1936|---------------------------------------------------------------------|
 AA1936| PID    Reference Object                     Distance      Geod. Az  |
 AA1936|                                                           dddmmss.s |
 AA1936| AA1935 8 20                                APPROX. 0.6 KM 1865845.8 |
 AA1936|---------------------------------------------------------------------|
 AA1936
 AA1936                          SUPERSEDED SURVEY CONTROL
 AA1936
 AA1936  ELLIP H (09/29/94)  134.29   (m)                       GP(       ) 3 2
 AA1936  NGVD 29 (09/29/94)  163.1    (m)          535.     (f) GPS OBS        
 AA1936
 AA1936.Superseded values are not recommended for survey control.
 AA1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1936.See file dsdata.txt to determine how the superseded data were derived.
 AA1936
 AA1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8809834359(NAD 83)
 AA1936_MARKER: DD = SURVEY DISK
 AA1936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1936_SP_SET: CONCRETE POST
 AA1936_STAMPING: 8-21 1993
 AA1936_MARK LOGO: ALHD  
 AA1936_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1936+STABILITY: SURFACE MOTION
 AA1936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1936+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1936
 AA1936  HISTORY     - Date     Condition        Report By
 AA1936  HISTORY     - 1993     MONUMENTED       ALHD
 AA1936
 AA1936                          STATION DESCRIPTION
 AA1936
 AA1936'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1936'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE WEST RIGHT OF WAY OF
 AA1936'ALA 77, ABOUT 0.80 MI (1.29 KM) NORTHWEST OF BOILING SPRINGS AND ABOUT
 AA1936'3.35 MI (5.39 KM) SOUTHWEST OF OHATCHEE. TO REACH THE STATION FROM
 AA1936'EXIT 168 ON I-20 (MILE POST 75.55 ON ALA 77) IN LINCOLN, DRIVE NORTH
 AA1936'ON ALA 77 FOR 11.65 MI (18.75 KM) TO MILE POST 87.20 AND THE STATION
 AA1936'ON THE LEFT. THE STATION IS 55.9 FT (17.0 M) WEST OF THE CENTERLINE OF
 AA1936'ALA 77, 102.7 FT (31.3 M) SOUTH OF A POWER POLE, 122.9 FT (37.5 M)
 AA1936'WEST-NORTHWEST OF THE SOUTH END OF AN EIGHT-FOOT SCREENING CHAIN LINK
 AA1936'FENCE FOR A JUNK YARD ACROSS ALA 77, 157.0 FT (47.9 M) NORTH OF A
 AA1936'JUNCTION POWER POLE, 2.0 FT (0.6 M) EAST OF A CARSONITE WITNESS POST,
 AA1936'AND SET FLUSH WITH THE GROUND. STATION 8-20 1993 MAY BE USED AS AN
 AA1936'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1937 ***********************************************************************
 AA1937  DESIGNATION -  8 22
 AA1937  PID         -  AA1937
 AA1937  STATE/COUNTY-  AL/CALHOUN
 AA1937  USGS QUAD   -  WELLINGTON (1972)
 AA1937
 AA1937                         *CURRENT SURVEY CONTROL
 AA1937  ___________________________________________________________________
 AA1937* NAD 83(1992)-  33 47 24.12242(N)    085 59 35.02907(W)     ADJUSTED  
 AA1937* NAVD 88     -       157.0    (meters)     515.     (feet)  VERTCON   
 AA1937  ___________________________________________________________________
 AA1937  X           -     370,793.289 (meters)                     COMP
 AA1937  Y           -  -5,293,381.896 (meters)                     COMP
 AA1937  Z           -   3,527,186.108 (meters)                     COMP
 AA1937  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 AA1937  ELLIP HEIGHT-         128.13  (meters)          (07/29/02) GPS OBS
 AA1937  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA1937
 AA1937  HORZ ORDER  -  FIRST
 AA1937  ELLP ORDER  -  FOURTH    CLASS I
 AA1937
 AA1937.The horizontal coordinates were established by GPS observations
 AA1937.and adjusted by the National Geodetic Survey in September 1994..
 AA1937
 AA1937.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1937.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1937
 AA1937.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1937
 AA1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1937
 AA1937.The ellipsoidal height was determined by GPS observations
 AA1937.and is referenced to NAD 83.
 AA1937
 AA1937.The geoid height was determined by GEOID03.
 AA1937
 AA1937;                    North         East     Units Scale Factor Converg.
 AA1937;SPC AL E     -   364,827.052   185,207.727   MT  0.99996270   -0 05 19.8
 AA1937;UTM  16      - 3,739,331.348   593,218.400   MT  0.99970712   +0 33 36.2
 AA1937
 AA1937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1937!SPC AL E     -   0.99997989  x   0.99996270  =   0.99994259
 AA1937!UTM  16      -   0.99997989  x   0.99970712  =   0.99968701
 AA1937
 AA1937:                Primary Azimuth Mark                     Grid Az
 AA1937:SPC AL E     -  8 23                                     023 43 56.2
 AA1937:UTM  16      -  8 23                                     023 05 00.2
 AA1937
 AA1937|---------------------------------------------------------------------|
 AA1937| PID    Reference Object                     Distance      Geod. Az  |
 AA1937|                                                           dddmmss.s |
 AA1937| AA1938 8 23                                431.456 METERS 0233836.4 |
 AA1937|---------------------------------------------------------------------|
 AA1937
 AA1937                          SUPERSEDED SURVEY CONTROL
 AA1937
 AA1937  ELLIP H (09/29/94)  128.19   (m)                       GP(       ) 3 2
 AA1937  NGVD 29 (09/29/94)  157.0    (m)          515.     (f) GPS OBS        
 AA1937
 AA1937.Superseded values are not recommended for survey control.
 AA1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1937.See file dsdata.txt to determine how the superseded data were derived.
 AA1937
 AA1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9321839331(NAD 83)
 AA1937_MARKER: DD = SURVEY DISK
 AA1937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1937_SP_SET: CONCRETE POST
 AA1937_STAMPING: 8-22 1993
 AA1937_MARK LOGO: ALHD  
 AA1937_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1937+STABILITY: SURFACE MOTION
 AA1937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1937+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1937
 AA1937  HISTORY     - Date     Condition        Report By
 AA1937  HISTORY     - 1993     MONUMENTED       ALHD
 AA1937
 AA1937                          STATION DESCRIPTION
 AA1937
 AA1937'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1937'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE EAST RIGHT OF WAY OF A
 AA1937'PAVED COUNTY ROAD, ABOUT 1.15 MI (1.85 KM) NORTHEAST OF OHATCHEE AND
 AA1937'ABOUT 6.40 MI (10.30 KM) WEST-NORTHWEST OF ALEXANDRIA. TO REACH THE
 AA1937'STATION FROM THE JUNCTION OF ALA 62, ALA 77, AND ALA 144 (MILE POST
 AA1937'0.00 ON ALA 62, MILE POST 89.85 ON ALA 77, AND MILE POST 18.25 ON ALA
 AA1937'144) AT A TRAFFIC LIGHT IN OHATCHEE, DRIVE EAST ON ALA 62 FOR 2.00 MI
 AA1937'(3.22 KM) TO MILE POST 2.00 AND A PAVED STREET ON THE LEFT, TURN LEFT
 AA1937'ON THE PAVED STREET AND DRIVE NORTH FOR 0.20 MI (0.32 KM) TO A
 AA1937'T-INTERSECTION, TURN LEFT AND DRIVE NORTH, CROSSING A RAILROAD, FOR
 AA1937'0.15 MI (0.24 KM) TO A CROSS ROAD AT OHATCHEE SCHOOL, TURN RIGHT AND
 AA1937'DRIVE NORTHEAST FOR 0.70 MI (1.13 KM) TO THE STATION ON THE RIGHT. THE
 AA1937'STATION IS 2.9 FT (0.9 M) WEST-NORTHWEST OF A EIGHT STRAND BARBED WIRE
 AA1937'FENCE ON TREATED WOOD POSTS, 7.0 FT (2.1 M) EAST-SOUTHEAST OF THE
 AA1937'CREST OF A SIX-FOOT BACKSLOPE, 14.1 FT (4.3 M) EAST-SOUTHEAST OF THE
 AA1937'CENTERLINE OF A PAVED COUNTY ROAD, 85.0 FT (25.9 M) SOUTH-SOUTHWEST OF
 AA1937'THE NORTHWEST OF THE FENCE, 105.7 FT (32.2 M) NORTH-NORTHEAST OF THE
 AA1937'SOUTHWEST CORNER OF THE FENCE, 106.0 FT (32.3 M) NORTH-NORTHEAST OF
 AA1937'THE NORTH END OF A FIVE-FOOT CHAIN LINK FENCE, 107.2 FT (32.7 M)
 AA1937'NORTH-NORTHEAST OF CABLE POLE NO. 12, 3.0 FT (0.9 M) NORTHWEST OF A
 AA1937'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 8-23
 AA1937'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1938 ***********************************************************************
 AA1938  DESIGNATION -  8 23
 AA1938  PID         -  AA1938
 AA1938  STATE/COUNTY-  AL/CALHOUN
 AA1938  USGS QUAD   -  WELLINGTON (1972)
 AA1938
 AA1938                         *CURRENT SURVEY CONTROL
 AA1938  ___________________________________________________________________
 AA1938* NAD 83(1992)-  33 47 36.95034(N)    085 59 28.30265(W)     ADJUSTED  
 AA1938* NAVD 88     -       154.0    (meters)     505.     (feet)  VERTCON   
 AA1938  ___________________________________________________________________
 AA1938  X           -     370,950.363 (meters)                     COMP
 AA1938  Y           -  -5,293,147.960 (meters)                     COMP
 AA1938  Z           -   3,527,512.869 (meters)                     COMP
 AA1938  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 AA1938  ELLIP HEIGHT-         125.05  (meters)          (07/29/02) GPS OBS
 AA1938  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 AA1938
 AA1938  HORZ ORDER  -  FIRST
 AA1938  ELLP ORDER  -  FOURTH    CLASS I
 AA1938
 AA1938.The horizontal coordinates were established by GPS observations
 AA1938.and adjusted by the National Geodetic Survey in September 1994..
 AA1938
 AA1938.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1938.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1938
 AA1938.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1938
 AA1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1938
 AA1938.The ellipsoidal height was determined by GPS observations
 AA1938.and is referenced to NAD 83.
 AA1938
 AA1938.The geoid height was determined by GEOID03.
 AA1938
 AA1938;                    North         East     Units Scale Factor Converg.
 AA1938;SPC AL E     -   365,222.008   185,381.366   MT  0.99996263   -0 05 16.1
 AA1938;UTM  16      - 3,739,728.144   593,387.511   MT  0.99970751   +0 33 40.1
 AA1938
 AA1938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1938!SPC AL E     -   0.99998037  x   0.99996263  =   0.99994300
 AA1938!UTM  16      -   0.99998037  x   0.99970751  =   0.99968788
 AA1938
 AA1938:                Primary Azimuth Mark                     Grid Az
 AA1938:SPC AL E     -  8 22                                     203 43 56.2
 AA1938:UTM  16      -  8 22                                     203 05 00.0
 AA1938
 AA1938|---------------------------------------------------------------------|
 AA1938| PID    Reference Object                     Distance      Geod. Az  |
 AA1938|                                                           dddmmss.s |
 AA1938| AA1937 8 22                                431.456 METERS 2033840.1 |
 AA1938|---------------------------------------------------------------------|
 AA1938
 AA1938                          SUPERSEDED SURVEY CONTROL
 AA1938
 AA1938  ELLIP H (09/29/94)  125.11   (m)                       GP(       ) 3 2
 AA1938  NGVD 29 (09/29/94)  153.9    (m)          505.     (f) GPS OBS        
 AA1938
 AA1938.Superseded values are not recommended for survey control.
 AA1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1938.See file dsdata.txt to determine how the superseded data were derived.
 AA1938
 AA1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9338839728(NAD 83)
 AA1938_MARKER: DD = SURVEY DISK
 AA1938_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1938_SP_SET: CONCRETE POST
 AA1938_STAMPING: 8-23 1993
 AA1938_MARK LOGO: ALHD  
 AA1938_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1938_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1938+STABILITY: SURFACE MOTION
 AA1938_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1938+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1938
 AA1938  HISTORY     - Date     Condition        Report By
 AA1938  HISTORY     - 1993     MONUMENTED       ALHD
 AA1938
 AA1938                          STATION DESCRIPTION
 AA1938
 AA1938'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1938'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA1938'OF A PAVED COUNTY ROAD, ABOUT 1.30 MI (2.09 KM) NORTHEAST OF OHATCHEE
 AA1938'AND ABOUT 6.40 MI (10.30 KM) WEST-NORTHWEST OF ALEXANDRIA. TO REACH
 AA1938'THE STATION FROM THE JUNCTION OF ALA 62, ALA 77, AND ALA 144 (MILE
 AA1938'POST 0.00 ON ALA 62, MILE POST 89.85 ON ALA 77, AND MILE POST 18.25 ON
 AA1938'ALA 144) AT A TRAFFIC LIGHT IN OHATCHEE, DRIVE EAST ON ALA 62 FOR 2.00
 AA1938'MI (3.22 KM) TO MILE POST 2.00 AND A PAVED STREET ON THE LEFT, TURN
 AA1938'LEFT ON THE PAVED STREET AND DRIVE NORTH FOR 0.20 MI (0.32 KM) TO A
 AA1938'T-INTERSECTION, TURN LEFT AND DRIVE NORTH, CROSSING A RAILROAD, FOR
 AA1938'0.15 MI (0.24 KM) TO A CROSS ROAD AT OHATCHEE SCHOOL, TURN RIGHT AND
 AA1938'DRIVE NORTHEAST FOR 0.95 MI (1.53 KM) TO THE STATION ON THE LEFT. THE
 AA1938'STATION IS 3.1 FT (0.9 M) SOUTHEAST OF A HOG WIRE FENCE WITH ONE
 AA1938'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 30.0 FT (9.1 M) NORTHWEST
 AA1938'OF THE CENTERLINE OF A PAVED COUNTY ROAD, 57.1 FT (17.4 M)
 AA1938'SOUTH-SOUTHWEST OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS ON THE
 AA1938'FENCE LINE, 2.9 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 AA1938'SET FLUSH WITH THE GROUND. STATION 8-22 1993 MAY BE USED AS AN AZIMUTH
 AA1938'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1939 ***********************************************************************
 AA1939  DESIGNATION -  8 24
 AA1939  PID         -  AA1939
 AA1939  STATE/COUNTY-  AL/CALHOUN
 AA1939  USGS QUAD   -  EULATON (1972)
 AA1939
 AA1939                         *CURRENT SURVEY CONTROL
 AA1939  ___________________________________________________________________
 AA1939* NAD 83(1992)-  33 43 55.99818(N)    085 52 44.61024(W)     ADJUSTED  
 AA1939* NAVD 88     -       188.5    (meters)     618.     (feet)  VERTCON   
 AA1939  ___________________________________________________________________
 AA1939  X           -     381,583.121 (meters)                     COMP
 AA1939  Y           -  -5,296,214.253 (meters)                     COMP
 AA1939  Z           -   3,521,872.479 (meters)                     COMP
 AA1939  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 AA1939  ELLIP HEIGHT-         159.69  (meters)          (07/29/02) GPS OBS
 AA1939  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 AA1939
 AA1939  HORZ ORDER  -  FIRST
 AA1939  ELLP ORDER  -  FOURTH    CLASS I
 AA1939
 AA1939.The horizontal coordinates were established by GPS observations
 AA1939.and adjusted by the National Geodetic Survey in September 1994..
 AA1939
 AA1939.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1939.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1939
 AA1939.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1939
 AA1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1939
 AA1939.The ellipsoidal height was determined by GPS observations
 AA1939.and is referenced to NAD 83.
 AA1939
 AA1939.The geoid height was determined by GEOID03.
 AA1939
 AA1939;                    North         East     Units Scale Factor Converg.
 AA1939;SPC AL E     -   358,404.352   195,762.660   MT  0.99996022   -0 01 31.4
 AA1939;UTM  16      - 3,733,030.026   603,842.773   MT  0.99973294   +0 37 21.1
 AA1939
 AA1939!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1939!SPC AL E     -   0.99997493  x   0.99996022  =   0.99993515
 AA1939!UTM  16      -   0.99997493  x   0.99973294  =   0.99970788
 AA1939
 AA1939                          SUPERSEDED SURVEY CONTROL
 AA1939
 AA1939  ELLIP H (09/29/94)  159.75   (m)                       GP(       ) 3 2
 AA1939  NGVD 29 (09/29/94)  188.4    (m)          618.     (f) GPS OBS        
 AA1939
 AA1939.Superseded values are not recommended for survey control.
 AA1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1939.See file dsdata.txt to determine how the superseded data were derived.
 AA1939
 AA1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0384333030(NAD 83)
 AA1939_MARKER: DD = SURVEY DISK
 AA1939_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1939_SP_SET: CONCRETE POST
 AA1939_STAMPING: 8-24 1993
 AA1939_MARK LOGO: ALHD  
 AA1939_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1939_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1939+STABILITY: SURFACE MOTION
 AA1939_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1939+SATELLITE: SATELLITE OBSERVATIONS - March 21, 2005
 AA1939
 AA1939  HISTORY     - Date     Condition        Report By
 AA1939  HISTORY     - 1993     MONUMENTED       ALHD
 AA1939  HISTORY     - 20050321 GOOD             AERODA
 AA1939
 AA1939                          STATION DESCRIPTION
 AA1939
 AA1939'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1939'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE EAST RIGHT OF WAY OF
 AA1939'U.S. 431, ABOUT 5.85 MI (9.41 KM) NORTH-NORTHWEST OF ANNISTON AND
 AA1939'ABOUT 8.25 MI (13.28 KM) WEST-SOUTHWEST OF OHATCHEE. TO REACH THE
 AA1939'STATION FROM THE JUNCTION OF U.S. 431 AND ALA 21 (MILE POST 241.50 ON
 AA1939'U.S. 431 AND MILE POST 259.25 ON ALA 21) AT A TRAFFIC LIGHT IN
 AA1939'ANNISTON, DRIVE NORTHWEST ON U.S. 431 FOR 4.50 MI (7.24 KM) TO MILE
 AA1939'POST 246.00 AND THE STATION ON THE RIGHT. THE STATION IS 49.5 FT (15.1
 AA1939'M) EAST-NORTHEAST OF THE SOUTH END OF AN EIGHTEEN-INCH CONCRETE PIPE
 AA1939'UNDER A GRAVEL DRIVEWAY, 66.6 FT (20.3 M) SOUTH OF A POWER POLE, 68.0
 AA1939'FT (20.7 M) NORTH-NORTHWEST OF A TRANSFROMER POWER POLE WITH A FLOOD
 AA1939'LIGHT, 87.0 FT (26.5 M) EAST-NORTHEAST OF THE CENTERLINE OF THE NORTH
 AA1939'BOUND LANES OF U.S. 431, 103.4 FT (31.5 M) NORTH OF A BURIED CABLE
 AA1939'WARNING SIGN, 113.5 FT (34.6 M) EAST-SOUTHEAST OF THE EAST POST OF
 AA1939'ALABAMA ROAD RIDERS MOTORCYCLE CLUB ADOPT-A-MILE SIGN, 116.0 FT (35.4
 AA1939'M) EAST-SOUTHEAST OF MILE POST 246 ON THE EAST SIDE OF U.S. 431, 2.0
 AA1939'FT (0.6 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA1939'THE GROUND. STATION 8-25 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1939'STATION.
 AA1939
 AA1939                          STATION RECOVERY (2005)
 AA1939
 AA1939'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 AA1939'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1940 ***********************************************************************
 AA1940  DESIGNATION -  8 25
 AA1940  PID         -  AA1940
 AA1940  STATE/COUNTY-  AL/CALHOUN
 AA1940  USGS QUAD   -  EULATON (1972)
 AA1940
 AA1940                         *CURRENT SURVEY CONTROL
 AA1940  ___________________________________________________________________
 AA1940* NAD 83(1992)-  33 44 28.30018(N)    085 53 02.24535(W)     ADJUSTED  
 AA1940* NAVD 88     -       191.1    (meters)     627.     (feet)  VERTCON   
 AA1940  ___________________________________________________________________
 AA1940  X           -     381,090.786 (meters)                     COMP
 AA1940  Y           -  -5,295,697.668 (meters)                     COMP
 AA1940  Z           -   3,522,701.567 (meters)                     COMP
 AA1940  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 AA1940  ELLIP HEIGHT-         162.26  (meters)          (07/29/02) GPS OBS
 AA1940  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 AA1940
 AA1940  HORZ ORDER  -  FIRST
 AA1940  ELLP ORDER  -  FOURTH    CLASS I
 AA1940
 AA1940.The horizontal coordinates were established by GPS observations
 AA1940.and adjusted by the National Geodetic Survey in September 1994..
 AA1940
 AA1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1940
 AA1940.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1940
 AA1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1940
 AA1940.The ellipsoidal height was determined by GPS observations
 AA1940.and is referenced to NAD 83.
 AA1940
 AA1940.The geoid height was determined by GEOID03.
 AA1940
 AA1940;                    North         East     Units Scale Factor Converg.
 AA1940;SPC AL E     -   359,399.764   195,309.191   MT  0.99996027   -0 01 41.2
 AA1940;UTM  16      - 3,734,020.020   603,378.182   MT  0.99973175   +0 37 11.8
 AA1940
 AA1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1940!SPC AL E     -   0.99997453  x   0.99996027  =   0.99993480
 AA1940!UTM  16      -   0.99997453  x   0.99973175  =   0.99970628
 AA1940
 AA1940                          SUPERSEDED SURVEY CONTROL
 AA1940
 AA1940  ELLIP H (09/29/94)  162.32   (m)                       GP(       ) 3 2
 AA1940  NGVD 29 (09/29/94)  191.0    (m)          627.     (f) GPS OBS        
 AA1940
 AA1940.Superseded values are not recommended for survey control.
 AA1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1940.See file dsdata.txt to determine how the superseded data were derived.
 AA1940
 AA1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0337834020(NAD 83)
 AA1940_MARKER: DD = SURVEY DISK
 AA1940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1940_SP_SET: CONCRETE POST
 AA1940_STAMPING: 8-25 1993
 AA1940_MARK LOGO: ALHD  
 AA1940_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1940+STABILITY: SURFACE MOTION
 AA1940_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1940+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1940
 AA1940  HISTORY     - Date     Condition        Report By
 AA1940  HISTORY     - 1993     MONUMENTED       ALHD
 AA1940
 AA1940                          STATION DESCRIPTION
 AA1940
 AA1940'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1940'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE WEST RIGHT OF WAY OF
 AA1940'U.S. 431, ABOUT 6.50 MI (10.46 KM) NORTH-NORTHWEST OF ANNISTON AND
 AA1940'ABOUT 7.90 MI (12.71 KM) WEST-SOUTHWEST OF OHATCHEE. TO REACH THE
 AA1940'STATION FROM THE JUNCTION OF U.S. 431 AND ALA 21 (MILE POST 241.50 ON
 AA1940'U.S. 431 AND MILE POST 259.25 ON ALA 21) AT A TRAFFIC LIGHT IN
 AA1940'ANNISTON, DRIVE NORTHWEST ON U.S. 431 FOR 5.15 MI (8.29 KM) TO MILE
 AA1940'POST 246.65 AND THE STATION ON THE LEFT. THE STATION IS 4.2 FT (1.3 M)
 AA1940'EAST-NORTHEAST OF A FIVE STRAND BARBED WIRE FENCE ON TREATED WOOD
 AA1940'POSTS, 90.0 FT (27.4 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE SOUTH
 AA1940'BOUND LANES OF U.S. 431, 119.4 FT (36.4 M) NORTH-NORTHWEST OF A BURIED
 AA1940'CABLE WARNING SIGN, 123.3 FT (37.6 M) NORTH-NORTHWEST OF TELEPHONE
 AA1940'CABLE PEDESTAL NO. LC, 202.5 FT (61.7 M) NORTH-NORTHWEST OF THE
 AA1940'SOUTHEAST CORNER OF THE FENCE, 224.0 FT (68.3 M) NORTH-NORTHWEST OF A
 AA1940'JUNCTION CABLE AND POWER POLE, 224.3 FT (68.4 M) NORTH-NORTHWEST OF A
 AA1940'TELEPHONE CABLE PEDESTAL, 248.0 FT (75.6 M) NORTH-NORTHWEST OF A
 AA1940'BURIED CABLE WARNING SIGN, 3.9 FT (1.2 M) NORTHEAST OF A CARSONITE
 AA1940'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 8-24 1993 MAY BE
 AA1940'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1941 ***********************************************************************
 AA1941  DESIGNATION -  8 26
 AA1941  PID         -  AA1941
 AA1941  STATE/COUNTY-  AL/CALHOUN
 AA1941  USGS QUAD   -  GLENCOE (1972)
 AA1941
 AA1941                         *CURRENT SURVEY CONTROL
 AA1941  ___________________________________________________________________
 AA1941* NAD 83(1992)-  33 53 19.91459(N)    085 55 00.44032(W)     ADJUSTED  
 AA1941* NAVD 88     -       181.1    (meters)     594.     (feet)  GPS OBS   
 AA1941  ___________________________________________________________________
 AA1941  X           -     377,406.476 (meters)                     COMP
 AA1941  Y           -  -5,286,814.293 (meters)                     COMP
 AA1941  Z           -   3,536,304.979 (meters)                     COMP
 AA1941  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 AA1941  ELLIP HEIGHT-         152.14  (meters)          (08/29/05) GPS OBS
 AA1941  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA1941
 AA1941  HORZ ORDER  -  A
 AA1941  ELLP ORDER  -  FOURTH    CLASS I
 AA1941
 AA1941.The horizontal coordinates were established by GPS observations
 AA1941.and adjusted by the National Geodetic Survey in August 2005..
 AA1941
 AA1941.The orthometric height was determined by GPS observations and a
 AA1941.high-resolution geoid model.
 AA1941
 AA1941.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1941
 AA1941.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1941
 AA1941.The ellipsoidal height was determined by GPS observations
 AA1941.and is referenced to NAD 83.
 AA1941
 AA1941.The geoid height was determined by GEOID03.
 AA1941
 AA1941;                    North         East     Units Scale Factor Converg.
 AA1941;SPC AL E     -   375,780.583   192,280.250   MT  0.99996073   -0 02 47.5
 AA1941;UTM  16      - 3,750,361.657   600,164.548   MT  0.99972368   +0 36 14.5
 AA1941
 AA1941!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1941!SPC AL E     -   0.99997612  x   0.99996073  =   0.99993685
 AA1941!UTM  16      -   0.99997612  x   0.99972368  =   0.99969980
 AA1941
 AA1941:                Primary Azimuth Mark                     Grid Az
 AA1941:SPC AL E     -  8 27                                     351 52 45.3
 AA1941:UTM  16      -  8 27                                     351 13 43.3
 AA1941
 AA1941|---------------------------------------------------------------------|
 AA1941| PID    Reference Object                     Distance      Geod. Az  |
 AA1941|                                                           dddmmss.s |
 AA1941| AA1942 8 27                                APPROX. 0.5 KM 3514957.8 |
 AA1941|---------------------------------------------------------------------|
 AA1941
 AA1941                          SUPERSEDED SURVEY CONTROL
 AA1941
 AA1941  ELLIP H (07/29/02)  152.01   (m)                       GP(       ) 4 1
 AA1941  NAD 83(1992)-  33 53 19.91377(N)    085 55 00.44208(W) AD(       ) 1
 AA1941  ELLIP H (09/29/94)  152.07   (m)                       GP(       ) 3 2
 AA1941  NGVD 29 (09/29/94)  180.9    (m)          594.     (f) GPS OBS        
 AA1941
 AA1941.Superseded values are not recommended for survey control.
 AA1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1941.See file dsdata.txt to determine how the superseded data were derived.
 AA1941
 AA1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0016550362(NAD 83)
 AA1941_MARKER: DD = SURVEY DISK
 AA1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1941_SP_SET: CONCRETE POST
 AA1941_STAMPING: 8-26 1993
 AA1941_MARK LOGO: ALHD  
 AA1941_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1941+STABILITY: SURFACE MOTION
 AA1941_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1941+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 AA1941
 AA1941  HISTORY     - Date     Condition        Report By
 AA1941  HISTORY     - 1993     MONUMENTED       ALHD
 AA1941  HISTORY     - 20031208 GOOD             JCLS
 AA1941  HISTORY     - 20040624 GOOD             LOCSUR
 AA1941
 AA1941                          STATION DESCRIPTION
 AA1941
 AA1941'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1941'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE EAST RIGHT OF WAY OF
 AA1941'U.S. 431, ABOUT 9.60 MI (15.45 KM) NORTHEAST OF OHATCHEE AND ABOUT
 AA1941'10.25 MI (16.50 KM) NORTHWEST OF JACKSONVILLE. TO REACH THE STATION
 AA1941'FROM THE JUNCTION OF U.S. 431 AND ALA 21 (MILE POST 241.50 ON U.S. 431
 AA1941'AND MILE POST 259.25 ON ALA 21) AT A TRAFFIC LIGHT IN ANNISTON, DRIVE
 AA1941'NORTHWEST ON U.S. 431 FOR 15.50 MI (24.94 KM) TO MILE POST 257.00 AND
 AA1941'THE STATION ON THE RIGHT. THE STATION IS 3.0 FT (0.9 M) WEST OF A
 AA1941'SIX-FOOT CHAIN LINK FENCE, 78.0 FT (23.8 M) EAST OF MILE POST 257 ON
 AA1941'THE EAST SIDE OF U.S. 431, 94.2 FT (28.7 M) EAST OF THE CENTERLINE OF
 AA1941'THE NORTH BOUND LANES OF U.S. 431, 142.3 FT (43.4 M) NORTH OF AN ANGLE
 AA1941'IN THE FENCE LINE, 208.7 FT (63.6 M) NORTH OF A BURIED CABLE WARNING
 AA1941'SIGN, 3.4 FT (1.0 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA1941'WITH THE GROUND. STATION 8-27 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1941'STATION.
 AA1941
 AA1941                          STATION RECOVERY (2003)
 AA1941
 AA1941'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 AA1941'RECOVERED IN GOOD CONDITION.
 AA1941
 AA1941                          STATION RECOVERY (2004)
 AA1941
 AA1941'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2004 (MAP)
 AA1941'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1942 ***********************************************************************
 AA1942  DESIGNATION -  8 27
 AA1942  PID         -  AA1942
 AA1942  STATE/COUNTY-  AL/CALHOUN
 AA1942  USGS QUAD   -  GLENCOE (1972)
 AA1942
 AA1942                         *CURRENT SURVEY CONTROL
 AA1942  ___________________________________________________________________
 AA1942* NAD 83(1992)-  33 53 37.31482(N)    085 55 03.43491(W)     ADJUSTED  
 AA1942* NAVD 88     -       182.0    (meters)     597.     (feet)  VERTCON   
 AA1942  ___________________________________________________________________
 AA1942  X           -     377,308.490 (meters)                     COMP
 AA1942  Y           -  -5,286,522.299 (meters)                     COMP
 AA1942  Z           -   3,536,750.514 (meters)                     COMP
 AA1942  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 AA1942  ELLIP HEIGHT-         153.02  (meters)          (07/29/02) GPS OBS
 AA1942  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 AA1942
 AA1942  HORZ ORDER  -  FIRST
 AA1942  ELLP ORDER  -  FOURTH    CLASS I
 AA1942
 AA1942.The horizontal coordinates were established by GPS observations
 AA1942.and adjusted by the National Geodetic Survey in September 1994..
 AA1942
 AA1942.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1942.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1942
 AA1942.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1942
 AA1942.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1942
 AA1942.The ellipsoidal height was determined by GPS observations
 AA1942.and is referenced to NAD 83.
 AA1942
 AA1942.The geoid height was determined by GEOID03.
 AA1942
 AA1942;                    North         East     Units Scale Factor Converg.
 AA1942;SPC AL E     -   376,316.747   192,203.744   MT  0.99996075   -0 02 49.2
 AA1942;UTM  16      - 3,750,896.790   600,081.978   MT  0.99972348   +0 36 13.1
 AA1942
 AA1942!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1942!SPC AL E     -   0.99997598  x   0.99996075  =   0.99993673
 AA1942!UTM  16      -   0.99997598  x   0.99972348  =   0.99969947
 AA1942
 AA1942:                Primary Azimuth Mark                     Grid Az
 AA1942:SPC AL E     -  8 26                                     171 52 45.3
 AA1942:UTM  16      -  8 26                                     171 13 43.0
 AA1942
 AA1942|---------------------------------------------------------------------|
 AA1942| PID    Reference Object                     Distance      Geod. Az  |
 AA1942|                                                           dddmmss.s |
 AA1942| AA1941 8 26                                APPROX. 0.5 KM 1714956.1 |
 AA1942|---------------------------------------------------------------------|
 AA1942
 AA1942                          SUPERSEDED SURVEY CONTROL
 AA1942
 AA1942  ELLIP H (09/29/94)  153.08   (m)                       GP(       ) 3 2
 AA1942  NGVD 29 (09/29/94)  181.9    (m)          597.     (f) GPS OBS        
 AA1942
 AA1942.Superseded values are not recommended for survey control.
 AA1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1942.See file dsdata.txt to determine how the superseded data were derived.
 AA1942
 AA1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0008250897(NAD 83)
 AA1942_MARKER: DD = SURVEY DISK
 AA1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1942_SP_SET: CONCRETE POST
 AA1942_STAMPING: 8-27 1993
 AA1942_MARK LOGO: ALHD  
 AA1942_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1942+STABILITY: SURFACE MOTION
 AA1942_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1942+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1942
 AA1942  HISTORY     - Date     Condition        Report By
 AA1942  HISTORY     - 1993     MONUMENTED       ALHD
 AA1942
 AA1942                          STATION DESCRIPTION
 AA1942
 AA1942'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1942'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE EAST RIGHT OF WAY OF
 AA1942'U.S. 431, ABOUT 9.80 MI (15.77 KM) NORTHEAST OF OHATCHEE AND ABOUT
 AA1942'10.40 MI (16.74 KM) NORTHWEST OF JACKSONVILLE. TO REACH THE STATION
 AA1942'FROM THE JUNCTION OF U.S. 431 AND ALA 21 (MILE POST 241.50 ON U.S. 431
 AA1942'AND MILE POST 259.25 ON ALA 21) AT A TRAFFIC LIGHT IN ANNISTON, DRIVE
 AA1942'NORTHWEST ON U.S. 431 FOR 15.80 MI (25.43 KM) TO MILE POST 257.30 AND
 AA1942'THE STATION ON THE RIGHT. THE STATION IS 3.2 FT (1.0 M) WEST OF A
 AA1942'GREEN STEEL FENCE POST WITH NO FENCE, 94.0 FT (28.7 M) EAST OF THE
 AA1942'CENTERLINE OF THE NORTH BOUND LANES OF U.S. 431, 3.2 FT (1.0 M) WEST
 AA1942'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA1942'8-26 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1943 ***********************************************************************
 AA1943  DESIGNATION -  8 28
 AA1943  PID         -  AA1943
 AA1943  STATE/COUNTY-  AL/CALHOUN
 AA1943  USGS QUAD   -  COLVIN GAP (1972)
 AA1943
 AA1943                         *CURRENT SURVEY CONTROL
 AA1943  ___________________________________________________________________
 AA1943* NAD 83(1992)-  33 54 09.61174(N)    085 50 51.28563(W)     ADJUSTED  
 AA1943* NAVD 88     -       183.0    (meters)     600.     (feet)  VERTCON   
 AA1943  ___________________________________________________________________
 AA1943  X           -     383,730.615 (meters)                     COMP
 AA1943  Y           -  -5,285,504.462 (meters)                     COMP
 AA1943  Z           -   3,537,577.112 (meters)                     COMP
 AA1943  LAPLACE CORR-           1.10  (seconds)                    DEFLEC99
 AA1943  ELLIP HEIGHT-         154.11  (meters)          (07/29/02) GPS OBS
 AA1943  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 AA1943
 AA1943  HORZ ORDER  -  FIRST
 AA1943  ELLP ORDER  -  FOURTH    CLASS I
 AA1943
 AA1943.The horizontal coordinates were established by GPS observations
 AA1943.and adjusted by the National Geodetic Survey in September 1994..
 AA1943
 AA1943.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1943.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1943
 AA1943.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1943
 AA1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1943
 AA1943.The ellipsoidal height was determined by GPS observations
 AA1943.and is referenced to NAD 83.
 AA1943
 AA1943.The geoid height was determined by GEOID03.
 AA1943
 AA1943;                    North         East     Units Scale Factor Converg.
 AA1943;SPC AL E     -   377,308.709   198,682.439   MT  0.99996002   -0 00 28.6
 AA1943;UTM  16      - 3,751,962.024   606,547.511   MT  0.99973995   +0 38 34.3
 AA1943
 AA1943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1943!SPC AL E     -   0.99997581  x   0.99996002  =   0.99993583
 AA1943!UTM  16      -   0.99997581  x   0.99973995  =   0.99971576
 AA1943
 AA1943                          SUPERSEDED SURVEY CONTROL
 AA1943
 AA1943  ELLIP H (09/29/94)  154.17   (m)                       GP(       ) 3 2
 AA1943  NGVD 29 (09/29/94)  182.9    (m)          600.     (f) GPS OBS        
 AA1943
 AA1943.Superseded values are not recommended for survey control.
 AA1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1943.See file dsdata.txt to determine how the superseded data were derived.
 AA1943
 AA1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0654851962(NAD 83)
 AA1943_MARKER: DD = SURVEY DISK
 AA1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1943_SP_SET: CONCRETE POST
 AA1943_STAMPING: 8-28 1993
 AA1943_MARK LOGO: ALHD  
 AA1943_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1943+STABILITY: SURFACE MOTION
 AA1943_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1943+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1943
 AA1943  HISTORY     - Date     Condition        Report By
 AA1943  HISTORY     - 1993     MONUMENTED       ALHD
 AA1943
 AA1943                          STATION DESCRIPTION
 AA1943
 AA1943'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1943'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE SOUTH RIGHT OF WAY OF
 AA1943'A PAVED COUNTY ROAD, ABOUT 3.75 MI (6.03 KM) NORTHEAST OF READS MILL
 AA1943'AND ABOUT 7.80 MI (12.55 KM) NORTHWEST OF JACKSONVILLE. TO REACH THE
 AA1943'STATION FROM THE JUNCTION OF ALA 21 AND ALA 204 (MILE POST 9.60 ON ALA
 AA1943'204 AND MILE POST 269.70 ON ALA 21) AT A TRAFFIC LIGHT IN
 AA1943'JACKSONVILLE, DRIVE WEST ON ALA 204 FOR 3.00 MI (4.83 KM) TO MILE POST
 AA1943'6.60 AND CALHOUN COUNTY ROAD NO. 73 LEFT AND RIGHT, TURN RIGHT ON
 AA1943'CALHOUN COUNTY ROAD NO. 73 AND DRIVE NORTH FOR 4.25 MI (6.84 KM) TO A
 AA1943'PAVED CROSS ROAD AT PLEASANT VALLEY HIGH SCHOOL, TURN LEFT ON A PAVED
 AA1943'COUNTY ROAD AND DRIVE NORTHWEST FOR 2.45 MI (3.94 KM) TO THE STATION
 AA1943'ON THE LEFT. THE STATION IS 25.8 FT (7.9 M) SOUTH OF THE CENTER OF A
 AA1943'PAVED COUNTY ROAD, 124.7 FT (38.0 M) WEST OF POWER AND CABLE POLE NO.
 AA1943'12, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 AA1943'WITH THE GROUND. STATION 8-29 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1943'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1944 ***********************************************************************
 AA1944  DESIGNATION -  8 29
 AA1944  PID         -  AA1944
 AA1944  STATE/COUNTY-  AL/CALHOUN
 AA1944  USGS QUAD   -  COLVIN GAP (1972)
 AA1944
 AA1944                         *CURRENT SURVEY CONTROL
 AA1944  ___________________________________________________________________
 AA1944* NAD 83(1992)-  33 54 09.27805(N)    085 50 30.11095(W)     ADJUSTED  
 AA1944* NAVD 88     -       189.1    (meters)     620.     (feet)  VERTCON   
 AA1944  ___________________________________________________________________
 AA1944  X           -     384,273.992 (meters)                     COMP
 AA1944  Y           -  -5,285,475.786 (meters)                     COMP
 AA1944  Z           -   3,537,571.964 (meters)                     COMP
 AA1944  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 AA1944  ELLIP HEIGHT-         160.18  (meters)          (07/29/02) GPS OBS
 AA1944  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 AA1944
 AA1944  HORZ ORDER  -  FIRST
 AA1944  ELLP ORDER  -  FOURTH    CLASS I
 AA1944
 AA1944.The horizontal coordinates were established by GPS observations
 AA1944.and adjusted by the National Geodetic Survey in September 1994..
 AA1944
 AA1944.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1944.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1944
 AA1944.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1944
 AA1944.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1944
 AA1944.The ellipsoidal height was determined by GPS observations
 AA1944.and is referenced to NAD 83.
 AA1944
 AA1944.The geoid height was determined by GEOID03.
 AA1944
 AA1944;                    North         East     Units Scale Factor Converg.
 AA1944;SPC AL E     -   377,298.368   199,226.429   MT  0.99996001   -0 00 16.8
 AA1944;UTM  16      - 3,751,957.864   607,091.464   MT  0.99974138   +0 38 46.1
 AA1944
 AA1944!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1944!SPC AL E     -   0.99997485  x   0.99996001  =   0.99993487
 AA1944!UTM  16      -   0.99997485  x   0.99974138  =   0.99971624
 AA1944
 AA1944                          SUPERSEDED SURVEY CONTROL
 AA1944
 AA1944  ELLIP H (09/29/94)  160.24   (m)                       GP(       ) 3 2
 AA1944  NGVD 29 (09/29/94)  189.0    (m)          620.     (f) GPS OBS        
 AA1944
 AA1944.Superseded values are not recommended for survey control.
 AA1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1944.See file dsdata.txt to determine how the superseded data were derived.
 AA1944
 AA1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0709151958(NAD 83)
 AA1944_MARKER: DD = SURVEY DISK
 AA1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1944_SP_SET: CONCRETE POST
 AA1944_STAMPING: 8-29 1993
 AA1944_MARK LOGO: ALHD  
 AA1944_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1944+STABILITY: SURFACE MOTION
 AA1944_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1944+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1944
 AA1944  HISTORY     - Date     Condition        Report By
 AA1944  HISTORY     - 1993     MONUMENTED       ALHD
 AA1944
 AA1944                          STATION DESCRIPTION
 AA1944
 AA1944'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1944'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE NORTHEAST RIGHT OF WAY
 AA1944'OF A PAVED COUNTY ROAD, ABOUT 4.05 MI (6.52 KM) NORTHEAST OF READS
 AA1944'MILL AND ABOUT 7.60 MI (12.23 KM) NORTHWEST OF JACKSONVILLE. TO REACH
 AA1944'THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 204 (MILE POST 9.60 ON
 AA1944'ALA 204 AND MILE POST 269.70 ON ALA 21) AT A TRAFFIC LIGHT IN
 AA1944'JACKSONVILLE, DRIVE WEST ON ALA 204 FOR 3.00 MI (4.83 KM) TO MILE POST
 AA1944'6.60 AND CALHOUN COUNTY ROAD NO. 73 LEFT AND RIGHT, TURN RIGHT ON
 AA1944'CALHOUN COUNTY ROAD NO. 73 AND DRIVE NORTH FOR 4.25 MI (6.84 KM) TO A
 AA1944'PAVED CROSS ROAD AT PLEASANT VALLEY HIGH SCHOOL, TURN LEFT ON A PAVED
 AA1944'COUNTY ROAD AND DRIVE NORTHWEST FOR 2.10 MI (3.38 KM) TO THE STATION
 AA1944'ON THE RIGHT. THE STATION IS 57.0 FT (17.4 M) WEST-SOUTHWEST OF THE
 AA1944'CENTER OF A GRAVEL WOODS ROAD, 87.0 FT (26.5 M) NORTHEAST OF THE
 AA1944'CENTER OF A PAVED COUNTY ROAD, 94.5 FT (28.8 M) EAST OF ANGLE POWER
 AA1944'AND CABLE POLE NO. 12 WITH THREE GUY WIRES, 1.6 FT (0.5 M) SOUTHWEST
 AA1944'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 AA1944'8-28 1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3685 ***********************************************************************
 DG3685  DESIGNATION -  8 3
 DG3685  PID         -  DG3685
 DG3685  STATE/COUNTY-  AL/CALHOUN
 DG3685  USGS QUAD   -  JACKSONVILLE EAST (1983)
 DG3685
 DG3685                         *CURRENT SURVEY CONTROL
 DG3685  ___________________________________________________________________
 DG3685* NAD 83(1992)-  33 51 23.02522(N)    085 44 51.46089(W)     ADJUSTED  
 DG3685* NAVD 88     -       202.4    (meters)     664.     (feet)  VERTCON   
 DG3685  ___________________________________________________________________
 DG3685  X           -     393,163.842 (meters)                     COMP
 DG3685  Y           -  -5,287,696.524 (meters)                     COMP
 DG3685  Z           -   3,533,326.586 (meters)                     COMP
 DG3685  LAPLACE CORR-           1.60  (seconds)                    DEFLEC99
 DG3685  ELLIP HEIGHT-         173.54  (meters)          (07/29/02) GPS OBS
 DG3685  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG3685
 DG3685  HORZ ORDER  -  FIRST
 DG3685  ELLP ORDER  -  FOURTH    CLASS I
 DG3685
 DG3685.The horizontal coordinates were established by GPS observations
 DG3685.and adjusted by the National Geodetic Survey in December 1992..
 DG3685
 DG3685.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3685.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3685
 DG3685.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3685
 DG3685.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3685
 DG3685.The ellipsoidal height was determined by GPS observations
 DG3685.and is referenced to NAD 83.
 DG3685
 DG3685.The geoid height was determined by GEOID03.
 DG3685
 DG3685;                    North         East     Units Scale Factor Converg.
 DG3685;SPC AL E     -   372,179.402   207,930.849   MT  0.99996078   +0 02 51.9
 DG3685;UTM  16      - 3,746,939.078   615,851.619   MT  0.99976546   +0 41 52.0
 DG3685
 DG3685!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3685!SPC AL E     -   0.99997276  x   0.99996078  =   0.99993354
 DG3685!UTM  16      -   0.99997276  x   0.99976546  =   0.99973822
 DG3685
 DG3685                          SUPERSEDED SURVEY CONTROL
 DG3685
 DG3685  ELLIP H (12/04/92)  173.61   (m)                       GP(       ) 4 1
 DG3685  NAD 83(1986)-  33 51 23.03494(N)    085 44 51.46874(W) AD(       ) 1
 DG3685  NGVD 29 (12/04/92)  202.3    (m)          664.     (f) GPS OBS        
 DG3685
 DG3685.Superseded values are not recommended for survey control.
 DG3685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3685.See file dsdata.txt to determine how the superseded data were derived.
 DG3685
 DG3685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1585246939(NAD 83)
 DG3685_MARKER: DD = SURVEY DISK
 DG3685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3685_SP_SET: CONCRETE POST
 DG3685_STAMPING: 8 - 3 1990
 DG3685_MARK LOGO: ALHD  
 DG3685_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3685+STABILITY: SURFACE MOTION
 DG3685_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3685+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3685
 DG3685  HISTORY     - Date     Condition        Report By
 DG3685  HISTORY     - 1990     MONUMENTED       ALHD
 DG3685
 DG3685                          STATION DESCRIPTION
 DG3685
 DG3685'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3685'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE EAST RIGHT OF WAY OF
 DG3685'ALA 21, ABOUT 4.83 KM (3.00 MI) NORTH OF JACKSONVILLE AND ABOUT 14.16
 DG3685'KM (8.80 MI) SOUTHWEST OF PIEDMONT.
 DG3685'TO REACH THE STATION FROM THE JUNCTION OF ALA 21 AND ALA 204 (MILE
 DG3685'POST 269.75 ON ALA 21), IN JACKSONVILLE, DRIVE NORTH ON ALA 21 3.86
 DG3685'KM (2.40 MI) TO MILE POST 272.10 AND THE STATION ON THE LEFT.
 DG3685'THE STATION IS 24.72 M (81.10 FT) SOUTHEAST OF THE CENTERLINE OF THE
 DG3685'NORTH BOUND LANES OF ALA 21, 33.22 M (108.99 FT) SOUTHWEST OF A
 DG3685'BURIED CABLE WARNING SIGN, 34.14 M (112.01 FT) NORTH - NORTHEAST OF
 DG3685'THE CENTER OF A FIELD ROAD, 41.30 M (135.50 FT) NORTH - NORTHEAST OF
 DG3685'A FENCE CORNER, 42.06 M (137.99 FT) NORTH - NORTHEAST OF A TWIN  FOUR
 DG3685'INCH CEDAR TREE, 44.14 M (144.82 FT) SOUTHWEST OF A POWER POLE, AND
 DG3685'SET FLUSH WITH THE GROUND.
 DG3685'STATION 8 - 2 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1945 ***********************************************************************
 AA1945  DESIGNATION -  8 30
 AA1945  PID         -  AA1945
 AA1945  STATE/COUNTY-  AL/CALHOUN
 AA1945  USGS QUAD   -  CHOCCOLOCCO (1983)
 AA1945
 AA1945                         *CURRENT SURVEY CONTROL
 AA1945  ___________________________________________________________________
 AA1945* NAD 83(1992)-  33 37 33.06916(N)    085 42 22.58128(W)     ADJUSTED  
 AA1945* NAVD 88     -       201.0    (meters)     659.     (feet)  VERTCON   
 AA1945  ___________________________________________________________________
 AA1945  X           -     398,043.691 (meters)                     COMP
 AA1945  Y           -  -5,301,574.223 (meters)                     COMP
 AA1945  Z           -   3,512,061.333 (meters)                     COMP
 AA1945  LAPLACE CORR-           0.12  (seconds)                    DEFLEC99
 AA1945  ELLIP HEIGHT-         172.29  (meters)          (07/29/02) GPS OBS
 AA1945  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AA1945
 AA1945  HORZ ORDER  -  FIRST
 AA1945  ELLP ORDER  -  FOURTH    CLASS I
 AA1945
 AA1945.The horizontal coordinates were established by GPS observations
 AA1945.and adjusted by the National Geodetic Survey in September 1994..
 AA1945
 AA1945.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1945.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1945
 AA1945.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1945
 AA1945.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1945
 AA1945.The ellipsoidal height was determined by GPS observations
 AA1945.and is referenced to NAD 83.
 AA1945
 AA1945.The geoid height was determined by GEOID03.
 AA1945
 AA1945;                    North         East     Units Scale Factor Converg.
 AA1945;SPC AL E     -   346,613.017   211,789.227   MT  0.99996171   +0 04 13.3
 AA1945;UTM  16      - 3,721,422.814   619,998.149   MT  0.99977752   +0 42 59.4
 AA1945
 AA1945!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1945!SPC AL E     -   0.99997295  x   0.99996171  =   0.99993466
 AA1945!UTM  16      -   0.99997295  x   0.99977752  =   0.99975048
 AA1945
 AA1945:                Primary Azimuth Mark                     Grid Az
 AA1945:SPC AL E     -  8 31                                     067 52 18.1
 AA1945:UTM  16      -  8 31                                     067 13 32.0
 AA1945
 AA1945|---------------------------------------------------------------------|
 AA1945| PID    Reference Object                     Distance      Geod. Az  |
 AA1945|                                                           dddmmss.s |
 AA1945| AA1946 8 31                                455.816 METERS 0675631.4 |
 AA1945|---------------------------------------------------------------------|
 AA1945
 AA1945                          SUPERSEDED SURVEY CONTROL
 AA1945
 AA1945  ELLIP H (09/29/94)  172.35   (m)                       GP(       ) 3 2
 AA1945  NGVD 29 (09/29/94)  200.9    (m)          659.     (f) GPS OBS        
 AA1945
 AA1945.Superseded values are not recommended for survey control.
 AA1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1945.See file dsdata.txt to determine how the superseded data were derived.
 AA1945
 AA1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1999821423(NAD 83)
 AA1945_MARKER: DD = SURVEY DISK
 AA1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1945_SP_SET: CONCRETE POST
 AA1945_STAMPING: 8-30 1993
 AA1945_MARK LOGO: ALHD  
 AA1945_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1945+STABILITY: SURFACE MOTION
 AA1945_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1945+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 AA1945
 AA1945  HISTORY     - Date     Condition        Report By
 AA1945  HISTORY     - 1993     MONUMENTED       ALHD
 AA1945  HISTORY     - 20040412 GOOD             ALHD
 AA1945
 AA1945                          STATION DESCRIPTION
 AA1945
 AA1945'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1945'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE SOUTH ROGHT OF WAY OF
 AA1945'U.S. 78, ABOUT 7.40 MI (11.91 KM) EAST OF OXFORD AND ABOUT 7.40 MI
 AA1945'(11.91 KM) EAST-SOUTHEAST OF ANNISTON. TO REACH THE STATION FROM EXIT
 AA1945'191 ON I-20 (MILE POST 228.95 ON U.S. 431) DRIVE NORTH ON U.S. 431 FOR
 AA1945'0.45 MI (0.72 KM) TO MILE POST 229.40 AND U.S. 78 LEFT AND RIGHT (MILE
 AA1945'POST 170.90 ON U. S. 78), TURN RIGHT ON U.S. 78 AND DRIVE EAST FOR
 AA1945'0.90 MI (1.45 KM) TO MILE POST 171.80 AND THE STATION ON THE RIGHT.
 AA1945'THE STATION IS 3.4 FT (1.0 M) NORTH-NORTHWEST OF A HOG WIRE FENCE WITH
 AA1945'THREE STRANDS OF BARBED WIRE ON FOUR BY FOUR INCH WOOD POSTS, 38.4 FT
 AA1945'(11.7 M) SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. 78, 88.3 FT (26.9
 AA1945'M) EAST OF THE SOUTHEAST CORNER OF THE SOUTH HEADWALL OF AN
 AA1945'EIGHTEEN-INCH CONCRETE PIPE UNDER U.S. 78, 93.8 FT (28.6 M) EAST OF A
 AA1945'THREE AMBER REFLECTOR POST, 105.5 FT (32.2 M) SOUTH-SOUTHWEST OF CABLE
 AA1945'POLE NO. 82, 3.0 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND
 AA1945'SET FLUSH WITH THE GROUND. STATION 8-31 1993 MAY BE USED AS AN AZIMUTH
 AA1945'FOR THIS STATION.
 AA1945
 AA1945                          STATION RECOVERY (2004)
 AA1945
 AA1945'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 AA1945'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1946 ***********************************************************************
 AA1946  DESIGNATION -  8 31
 AA1946  PID         -  AA1946
 AA1946  STATE/COUNTY-  AL/CALHOUN
 AA1946  USGS QUAD   -  CHOCCOLOCCO (1983)
 AA1946
 AA1946                         *CURRENT SURVEY CONTROL
 AA1946  ___________________________________________________________________
 AA1946* NAD 83(1992)-  33 37 38.62484(N)    085 42 06.19059(W)     ADJUSTED  
 AA1946* NAVD 88     -       204.5    (meters)     671.     (feet)  VERTCON   
 AA1946  ___________________________________________________________________
 AA1946  X           -     398,458.087 (meters)                     COMP
 AA1946  Y           -  -5,301,450.931 (meters)                     COMP
 AA1946  Z           -   3,512,205.785 (meters)                     COMP
 AA1946  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 AA1946  ELLIP HEIGHT-         175.76  (meters)          (07/29/02) GPS OBS
 AA1946  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 AA1946
 AA1946  HORZ ORDER  -  FIRST
 AA1946  ELLP ORDER  -  FOURTH    CLASS I
 AA1946
 AA1946.The horizontal coordinates were established by GPS observations
 AA1946.and adjusted by the National Geodetic Survey in September 1994..
 AA1946
 AA1946.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1946.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1946
 AA1946.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1946
 AA1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1946
 AA1946.The ellipsoidal height was determined by GPS observations
 AA1946.and is referenced to NAD 83.
 AA1946
 AA1946.The geoid height was determined by GEOID03.
 AA1946
 AA1946;                    North         East     Units Scale Factor Converg.
 AA1946;SPC AL E     -   346,784.708   212,211.453   MT  0.99996184   +0 04 22.4
 AA1946;UTM  16      - 3,721,599.223   620,418.335   MT  0.99977877   +0 43 08.6
 AA1946
 AA1946!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1946!SPC AL E     -   0.99997241  x   0.99996184  =   0.99993425
 AA1946!UTM  16      -   0.99997241  x   0.99977877  =   0.99975118
 AA1946
 AA1946:                Primary Azimuth Mark                     Grid Az
 AA1946:SPC AL E     -  8 30                                     247 52 18.0
 AA1946:UTM  16      -  8 30                                     247 13 31.8
 AA1946
 AA1946|---------------------------------------------------------------------|
 AA1946| PID    Reference Object                     Distance      Geod. Az  |
 AA1946|                                                           dddmmss.s |
 AA1946| AA1945 8 30                                455.816 METERS 2475640.4 |
 AA1946|---------------------------------------------------------------------|
 AA1946
 AA1946                          SUPERSEDED SURVEY CONTROL
 AA1946
 AA1946  ELLIP H (09/29/94)  175.81   (m)                       GP(       ) 3 2
 AA1946  NGVD 29 (09/29/94)  204.4    (m)          671.     (f) GPS OBS        
 AA1946
 AA1946.Superseded values are not recommended for survey control.
 AA1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1946.See file dsdata.txt to determine how the superseded data were derived.
 AA1946
 AA1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2041821599(NAD 83)
 AA1946_MARKER: DD = SURVEY DISK
 AA1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1946_SP_SET: CONCRETE POST
 AA1946_STAMPING: 8-31 1993
 AA1946_MARK LOGO: ALHD  
 AA1946_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1946+STABILITY: SURFACE MOTION
 AA1946_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1946+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1946
 AA1946  HISTORY     - Date     Condition        Report By
 AA1946  HISTORY     - 1993     MONUMENTED       ALHD
 AA1946
 AA1946                          STATION DESCRIPTION
 AA1946
 AA1946'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1946'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE SOUTH ROGHT OF WAY OF
 AA1946'U.S. 78, ABOUT 7.70 MI (12.39 KM) EAST OF OXFORD AND ABOUT 7.60 MI
 AA1946'(12.23 KM) EAST-SOUTHEAST OF ANNISTON. TO REACH THE STATION FROM EXIT
 AA1946'191 ON I-20 (MILE POST 228.95 ON U.S. 431) DRIVE NORTH ON U.S. 431 FOR
 AA1946'0.45 MI (0.72 KM) TO MILE POST 229.40 AND U.S. 78 LEFT AND RIGHT (MILE
 AA1946'POST 170.90 ON U.S. 78), TURN RIGHT ON U.S. 78 AND DRIVE EAST FOR 1.20
 AA1946'MI (1.93 KM) TO MILE POST 172.10 AND THE STATION ON THE RIGHT. THE
 AA1946'STATION IS 3.4 FT (1.0 M) NORTH-NORTHWEST OF A HOG WIRE FENCE WITH
 AA1946'THREE STRANDS OF BARBED WIRE ON TREATED WOOD POSTS, 20.0 FT (6.1 M)
 AA1946'SOUTH-SOUTHEAST OF MAIL BOX 78 EAST 6989, 37.5 FT (11.4 M)
 AA1946'SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. 78, 72.3 FT (22.0 M)
 AA1946'SOUTH-SOUTHEAST OF CABLE POLE NO. 85, 3.0 FT (0.9 M) NORTHWEST OF A
 AA1946'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 8-30
 AA1946'1993 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1947 ***********************************************************************
 AA1947  DESIGNATION -  8 32
 AA1947  PID         -  AA1947
 AA1947  STATE/COUNTY-  AL/CALHOUN
 AA1947  USGS QUAD   -  CHOCCOLOCCO (1983)
 AA1947
 AA1947                         *CURRENT SURVEY CONTROL
 AA1947  ___________________________________________________________________
 AA1947* NAD 83(1992)-  33 41 53.90548(N)    085 41 50.97481(W)     ADJUSTED  
 AA1947* NAVD 88     -       212.2    (meters)     696.     (feet)  VERTCON   
 AA1947  ___________________________________________________________________
 AA1947  X           -     398,522.565 (meters)                     COMP
 AA1947  Y           -  -5,297,080.423 (meters)                     COMP
 AA1947  Z           -   3,518,756.617 (meters)                     COMP
 AA1947  LAPLACE CORR-          -0.84  (seconds)                    DEFLEC99
 AA1947  ELLIP HEIGHT-         183.55  (meters)          (07/29/02) GPS OBS
 AA1947  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA1947
 AA1947  HORZ ORDER  -  FIRST
 AA1947  ELLP ORDER  -  FOURTH    CLASS I
 AA1947
 AA1947.The horizontal coordinates were established by GPS observations
 AA1947.and adjusted by the National Geodetic Survey in September 1994..
 AA1947
 AA1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1947
 AA1947.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1947
 AA1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1947
 AA1947.The ellipsoidal height was determined by GPS observations
 AA1947.and is referenced to NAD 83.
 AA1947
 AA1947.The geoid height was determined by GEOID03.
 AA1947
 AA1947;                    North         East     Units Scale Factor Converg.
 AA1947;SPC AL E     -   354,650.128   212,593.272   MT  0.99996195   +0 04 31.3
 AA1947;UTM  16      - 3,729,467.014   620,711.290   MT  0.99977963   +0 43 21.9
 AA1947
 AA1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1947!SPC AL E     -   0.99997119  x   0.99996195  =   0.99993314
 AA1947!UTM  16      -   0.99997119  x   0.99977963  =   0.99975082
 AA1947
 AA1947:                Primary Azimuth Mark                     Grid Az
 AA1947:SPC AL E     -  8 33                                     358 02 38.8
 AA1947:UTM  16      -  8 33                                     357 23 48.2
 AA1947
 AA1947|---------------------------------------------------------------------|
 AA1947| PID    Reference Object                     Distance      Geod. Az  |
 AA1947|                                                           dddmmss.s |
 AA1947| AA1948 8 33                                484.620 METERS 3580710.1 |
 AA1947|---------------------------------------------------------------------|
 AA1947
 AA1947                          SUPERSEDED SURVEY CONTROL
 AA1947
 AA1947  ELLIP H (09/29/94)  183.60   (m)                       GP(       ) 3 2
 AA1947  NGVD 29 (09/29/94)  212.2    (m)          696.     (f) GPS OBS        
 AA1947
 AA1947.Superseded values are not recommended for survey control.
 AA1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1947.See file dsdata.txt to determine how the superseded data were derived.
 AA1947
 AA1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2071129467(NAD 83)
 AA1947_MARKER: DD = SURVEY DISK
 AA1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1947_SP_SET: CONCRETE POST
 AA1947_STAMPING: 8-32 1993
 AA1947_MARK LOGO: ALHD  
 AA1947_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1947+STABILITY: SURFACE MOTION
 AA1947_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1947+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1947
 AA1947  HISTORY     - Date     Condition        Report By
 AA1947  HISTORY     - 1993     MONUMENTED       ALHD
 AA1947
 AA1947                          STATION DESCRIPTION
 AA1947
 AA1947'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1947'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE EAST RIGHT OF WAY OF
 AA1947'CALHOUN COUNTY ROAD NO. 55, ABOUT 8.10 MI (13.04 KM) EAST-NORTHEAST OF
 AA1947'ANNISTON AND ABOUT 8.75 MI (14.08 KM) SOUTH-SOUTHEAST OF JACKSONVILLE.
 AA1947'TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 9 (MILE POST
 AA1947'220.40 ON ALA 9 AND MILE POST 174.90 ON U.S. 78) ABOUT 10.10 MI (16.25
 AA1947'KM) EAST OF OXFORD, DRIVE NORTH ON ALA 9 FOR 3.50 MI (5.63 KM) TO MILE
 AA1947'POST 223.90 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE
 AA1947'PAVED COUNTY ROAD AND DRIVE WEST FOR 1.30 MI (2.09 KM) TO A
 AA1947'T-INTERSECTION WITH CALHOUN COUNTY ROAD NO. 55 LEFT AND RIGHT, TURN
 AA1947'RIGHT ON CALHOUN COUNTY ROAD NO. 55 AND DRIVE NORTH FOR 0.35 MI (0.56
 AA1947'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.3 FT (1.0 M) WEST OF
 AA1947'THE NORTHWEST CORNER OF A BARBED WIRE FENCE SOUTH OF A GRAVEL FIELD
 AA1947'ROAD, 26.0 FT (7.9 M) SOUTH OF THE CENTER OF A GRAVEL FIELD ROAD, 47.3
 AA1947'FT (14.4 M) EAST OF THE CENTERLINE OF CALHOUN COUNTY ROAD NO. 55, 51.3
 AA1947'FT (15.6 M) WEST-SOUTHWEST OF THE SOUTH POST OF A METAL GATE, 57.5 FT
 AA1947'(17.5 M) SOUTH OF THE SOUTHWEST CORNER OF A BARBED WIRE FENCE NORTH OF
 AA1947'A GRAVEL FIELD ROAD, 61.0 FT (18.6 M) WEST-SOUTHWEST OF THE NORTH POST
 AA1947'OF A METAL GATE, 93.5 FT (28.5 M) EAST-SOUTHEAST OF POWER AND CABLE
 AA1947'POLE NO. 38 ACROSS THE ROAD, 3.1 FT (0.9 M) WEST OF A CARSONITE
 AA1947'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 8-33 1993 MAY BE
 AA1947'USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1948 ***********************************************************************
 AA1948  DESIGNATION -  8 33
 AA1948  PID         -  AA1948
 AA1948  STATE/COUNTY-  AL/CALHOUN
 AA1948  USGS QUAD   -  CHOCCOLOCCO (1983)
 AA1948
 AA1948                         *CURRENT SURVEY CONTROL
 AA1948  ___________________________________________________________________
 AA1948* NAD 83(1992)-  33 42 09.62619(N)    085 41 51.59237(W)     ADJUSTED  
 AA1948* NAVD 88     -       211.1    (meters)     693.     (feet)  VERTCON   
 AA1948  ___________________________________________________________________
 AA1948  X           -     398,486.471 (meters)                     COMP
 AA1948  Y           -  -5,296,812.665 (meters)                     COMP
 AA1948  Z           -   3,519,158.953 (meters)                     COMP
 AA1948  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 AA1948  ELLIP HEIGHT-         182.40  (meters)          (07/29/02) GPS OBS
 AA1948  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 AA1948
 AA1948  HORZ ORDER  -  FIRST
 AA1948  ELLP ORDER  -  FOURTH    CLASS I
 AA1948
 AA1948.The horizontal coordinates were established by GPS observations
 AA1948.and adjusted by the National Geodetic Survey in September 1994..
 AA1948
 AA1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1948
 AA1948.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1948
 AA1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1948
 AA1948.The ellipsoidal height was determined by GPS observations
 AA1948.and is referenced to NAD 83.
 AA1948
 AA1948.The geoid height was determined by GEOID03.
 AA1948
 AA1948;                    North         East     Units Scale Factor Converg.
 AA1948;SPC AL E     -   355,134.447   212,576.733   MT  0.99996195   +0 04 31.0
 AA1948;UTM  16      - 3,729,951.028   620,689.283   MT  0.99977957   +0 43 21.8
 AA1948
 AA1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1948!SPC AL E     -   0.99997137  x   0.99996195  =   0.99993332
 AA1948!UTM  16      -   0.99997137  x   0.99977957  =   0.99975094
 AA1948
 AA1948:                Primary Azimuth Mark                     Grid Az
 AA1948:SPC AL E     -  8 32                                     178 02 38.7
 AA1948:UTM  16      -  8 32                                     177 23 47.9
 AA1948
 AA1948|---------------------------------------------------------------------|
 AA1948| PID    Reference Object                     Distance      Geod. Az  |
 AA1948|                                                           dddmmss.s |
 AA1948| AA1947 8 32                                484.620 METERS 1780709.7 |
 AA1948|---------------------------------------------------------------------|
 AA1948
 AA1948                          SUPERSEDED SURVEY CONTROL
 AA1948
 AA1948  ELLIP H (09/29/94)  182.45   (m)                       GP(       ) 3 2
 AA1948  NGVD 29 (09/29/94)  211.0    (m)          692.     (f) GPS OBS        
 AA1948
 AA1948.Superseded values are not recommended for survey control.
 AA1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1948.See file dsdata.txt to determine how the superseded data were derived.
 AA1948
 AA1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2068929951(NAD 83)
 AA1948_MARKER: DD = SURVEY DISK
 AA1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1948_SP_SET: CONCRETE POST
 AA1948_STAMPING: 8-33 1993
 AA1948_MARK LOGO: ALHD  
 AA1948_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1948+STABILITY: SURFACE MOTION
 AA1948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1948+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1948
 AA1948  HISTORY     - Date     Condition        Report By
 AA1948  HISTORY     - 1993     MONUMENTED       ALHD
 AA1948
 AA1948                          STATION DESCRIPTION
 AA1948
 AA1948'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1948'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE EAST RIGHT OF WAY OF
 AA1948'CALHOUN COUNTY ROAD NO. 55, ABOUT 8.20 MI (13.20 KM) EAST-NORTHEAST OF
 AA1948'ANNISTON AND ABOUT 8.40 MI (13.52 KM) SOUTH-SOUTHEAST OF JACKSONVILLE.
 AA1948'TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND ALA 9 (MILE POST
 AA1948'220.40 ON ALA 9 AND MILE POST 174.90 ON U.S. 78) ABOUT 10.10 MI (16.25
 AA1948'KM) EAST OF OXFORD, DRIVE NORTH ON ALA 9 FOR 3.50 MI (5.63 KM) TO MILE
 AA1948'POST 223.90 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE
 AA1948'PAVED COUNTY ROAD AND DRIVE WEST FOR 1.30 MI (2.09 KM) TO A
 AA1948'T-INTERSECTION WITH CALHOUN COUNTY ROAD NO. 55 LEFT AND RIGHT, TURN
 AA1948'RIGHT ON CALHOUN COUNTY ROAD NO. 55 AND DRIVE NORTH FOR 0.65 MI (1.05
 AA1948'KM) TO THE STATION ON THE RIGHT. THE STATION IS 3.5 FT (1.1 M) WEST OF
 AA1948'A FOUR STRAND BARBED WIRE FENCE ON TREATED WOOD POSTS, 47.5 FT (14.5
 AA1948'M) EAST OF THE CENTERLINE OF CALHOUN COUNTY ROAD NO. 55, 122.5 FT
 AA1948'(37.3 M) NORTH OF CABLE POLE NO. 43 WITH A GUY POLE ACROSS THE ROAD,
 AA1948'3.0 FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 AA1948'THE GROUND. STATION 8-32 1993 MAY BE USED AS AN AZIMUTH FOR THIS
 AA1948'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1949 ***********************************************************************
 AA1949  DESIGNATION -  8 34
 AA1949  PID         -  AA1949
 AA1949  STATE/COUNTY-  AL/CALHOUN
 AA1949  USGS QUAD   -  PIEDMONT NW (1983)
 AA1949
 AA1949                         *CURRENT SURVEY CONTROL
 AA1949  ___________________________________________________________________
 AA1949* NAD 83(1992)-  33 53 00.89839(N)    085 42 18.81185(W)     ADJUSTED  
 AA1949* NAVD 88     -       229.9    (meters)     754.     (feet)  VERTCON   
 AA1949  ___________________________________________________________________
 AA1949  X           -     396,952.820 (meters)                     COMP
 AA1949  Y           -  -5,285,751.016 (meters)                     COMP
 AA1949  Z           -   3,535,845.892 (meters)                     COMP
 AA1949  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 AA1949  ELLIP HEIGHT-         201.14  (meters)          (07/29/02) GPS OBS
 AA1949  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA1949
 AA1949  HORZ ORDER  -  FIRST
 AA1949  ELLP ORDER  -  FOURTH    CLASS I
 AA1949
 AA1949.The horizontal coordinates were established by GPS observations
 AA1949.and adjusted by the National Geodetic Survey in September 1994..
 AA1949
 AA1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1949
 AA1949.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1949
 AA1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1949
 AA1949.The ellipsoidal height was determined by GPS observations
 AA1949.and is referenced to NAD 83.
 AA1949
 AA1949.The geoid height was determined by GEOID03.
 AA1949
 AA1949;                    North         East     Units Scale Factor Converg.
 AA1949;SPC AL E     -   375,198.945   211,850.864   MT  0.99996173   +0 04 17.1
 AA1949;UTM  16      - 3,750,002.333   619,736.373   MT  0.99977674   +0 43 19.0
 AA1949
 AA1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1949!SPC AL E     -   0.99996842  x   0.99996173  =   0.99993016
 AA1949!UTM  16      -   0.99996842  x   0.99977674  =   0.99974517
 AA1949
 AA1949:                Primary Azimuth Mark                     Grid Az
 AA1949:SPC AL E     -  8 35                                     043 10 38.4
 AA1949:UTM  16      -  8 35                                     042 31 36.5
 AA1949
 AA1949|---------------------------------------------------------------------|
 AA1949| PID    Reference Object                     Distance      Geod. Az  |
 AA1949|                                                           dddmmss.s |
 AA1949| AA1950 8 35                                APPROX. 0.5 KM 0431455.5 |
 AA1949|---------------------------------------------------------------------|
 AA1949
 AA1949                          SUPERSEDED SURVEY CONTROL
 AA1949
 AA1949  ELLIP H (09/29/94)  201.19   (m)                       GP(       ) 3 2
 AA1949  NGVD 29 (09/29/94)  229.8    (m)          754.     (f) GPS OBS        
 AA1949
 AA1949.Superseded values are not recommended for survey control.
 AA1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1949.See file dsdata.txt to determine how the superseded data were derived.
 AA1949
 AA1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1973650002(NAD 83)
 AA1949_MARKER: DD = SURVEY DISK
 AA1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1949_SP_SET: CONCRETE POST
 AA1949_STAMPING: 8-34 1993
 AA1949_MARK LOGO: ALHD  
 AA1949_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1949+STABILITY: SURFACE MOTION
 AA1949_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1949+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1949
 AA1949  HISTORY     - Date     Condition        Report By
 AA1949  HISTORY     - 1993     MONUMENTED       ALHD
 AA1949
 AA1949                          STATION DESCRIPTION
 AA1949
 AA1949'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1949'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE SOUTHEAST RIGHT OF WAY
 AA1949'OF ALA 21, ABOUT 5.30 MI (8.53 KM) WEST-SOUTHWEST OF PIEDMONT AND
 AA1949'ABOUT 5.90 MI (9.49 KM) NORTHEAST OF JACKSONVILLE. TO REACH THE
 AA1949'STATION FROM THE JUNCTION OF ALA 21 AND ALA 204 (MILE POST 269.70 ON
 AA1949'ALA 21 AND MILE POST 9.60 ON ALA 204) AT A TRAFFIC LIGHT IN
 AA1949'JACKSONVILLE, DRIVE NORTH AND NORTHEAST ON ALA 21 FOR 5.50 MI (8.85
 AA1949'KM) TO MILE POST 275.20 AND THE STATION ON THE RIGHT. THE STATION IS
 AA1949'20.0 FT (6.1 M) SOUTHEAST OF THE CREST OF A TWENTY-FOOT BACKSLOPE,
 AA1949'108.0 FT (32.9 M) SOUTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES
 AA1949'OF ALA 21, 236.0 FT (71.9 M) SOUTHWEST OF A GUY POLE FOR HIGH VOLTAGE
 AA1949'POWER POLE NO. 436, 2.0 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS
 AA1949'POST, AND SET FLUSH WITH THE GROUND. STATION 8-35 1993 MAY BE USED AS
 AA1949'AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1950 ***********************************************************************
 AA1950  DESIGNATION -  8 35
 AA1950  PID         -  AA1950
 AA1950  STATE/COUNTY-  AL/CALHOUN
 AA1950  USGS QUAD   -  PIEDMONT NW (1983)
 AA1950
 AA1950                         *CURRENT SURVEY CONTROL
 AA1950  ___________________________________________________________________
 AA1950* NAD 83(1992)-  33 53 13.86204(N)    085 42 04.18981(W)     ADJUSTED  
 AA1950* NAVD 88     -       219.8    (meters)     721.     (feet)  VERTCON   
 AA1950  ___________________________________________________________________
 AA1950  X           -     397,310.200 (meters)                     COMP
 AA1950  Y           -  -5,285,492.396 (meters)                     COMP
 AA1950  Z           -   3,536,171.834 (meters)                     COMP
 AA1950  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 AA1950  ELLIP HEIGHT-         191.00  (meters)          (07/29/02) GPS OBS
 AA1950  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 AA1950
 AA1950  HORZ ORDER  -  FIRST
 AA1950  ELLP ORDER  -  FOURTH    CLASS I
 AA1950
 AA1950.The horizontal coordinates were established by GPS observations
 AA1950.and adjusted by the National Geodetic Survey in September 1994..
 AA1950
 AA1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1950
 AA1950.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1950
 AA1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1950
 AA1950.The ellipsoidal height was determined by GPS observations
 AA1950.and is referenced to NAD 83.
 AA1950
 AA1950.The geoid height was determined by GEOID03.
 AA1950
 AA1950;                    North         East     Units Scale Factor Converg.
 AA1950;SPC AL E     -   375,598.831   212,226.084   MT  0.99996184   +0 04 25.3
 AA1950;UTM  16      - 3,750,406.379   620,106.961   MT  0.99977783   +0 43 27.4
 AA1950
 AA1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1950!SPC AL E     -   0.99997002  x   0.99996184  =   0.99993186
 AA1950!UTM  16      -   0.99997002  x   0.99977783  =   0.99974785
 AA1950
 AA1950:                Primary Azimuth Mark                     Grid Az
 AA1950:SPC AL E     -  8 34                                     223 10 38.3
 AA1950:UTM  16      -  8 34                                     222 31 36.2
 AA1950
 AA1950|---------------------------------------------------------------------|
 AA1950| PID    Reference Object                     Distance      Geod. Az  |
 AA1950|                                                           dddmmss.s |
 AA1950| AA1949 8 34                                APPROX. 0.5 KM 2231503.6 |
 AA1950|---------------------------------------------------------------------|
 AA1950
 AA1950                          SUPERSEDED SURVEY CONTROL
 AA1950
 AA1950  ELLIP H (09/29/94)  191.05   (m)                       GP(       ) 3 2
 AA1950  NGVD 29 (09/29/94)  219.7    (m)          721.     (f) GPS OBS        
 AA1950
 AA1950.Superseded values are not recommended for survey control.
 AA1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1950.See file dsdata.txt to determine how the superseded data were derived.
 AA1950
 AA1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2010750406(NAD 83)
 AA1950_MARKER: DD = SURVEY DISK
 AA1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1950_SP_SET: CONCRETE POST
 AA1950_STAMPING: 8-35 1993
 AA1950_MARK LOGO: ALHD  
 AA1950_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1950+STABILITY: SURFACE MOTION
 AA1950_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1950+SATELLITE: SATELLITE OBSERVATIONS - February 05, 2005
 AA1950
 AA1950  HISTORY     - Date     Condition        Report By
 AA1950  HISTORY     - 1993     MONUMENTED       ALHD
 AA1950  HISTORY     - 20050205 GOOD             ALPCO
 AA1950
 AA1950                          STATION DESCRIPTION
 AA1950
 AA1950'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1950'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE NORTHWEST RIGHT OF WAY
 AA1950'OF ALA 21, ABOUT 5.60 MI (9.01 KM) WEST-SOUTHWEST OF PIEDMONT AND
 AA1950'ABOUT 6.25 MI (10.06 KM) NORTHEAST OF JACKSONVILLE. TO REACH THE
 AA1950'STATION FROM THE JUNCTION OF ALA 21 AND ALA 204 (MILE POST 269.70 ON
 AA1950'ALA 21 AND MILE POST 9.60 ON ALA 204) AT A TRAFFIC LIGHT IN
 AA1950'JACKSONVILLE, DRIVE NORTH AND NORTHEAST ON ALA 21 FOR 5.85 MI (9.41
 AA1950'KM) TO MILE POST 275.55 AND THE STATION ON THE LEFT. THE STATION IS
 AA1950'100.0 FT (30.5 M) NORTHWEST OF THE CENTERLINE OF THE SOUTH BOUND LANES
 AA1950'OF ALA 21, 102.0 FT (31.1 M) EAST-NORTHEAST OF THE NORTHEAST END OF A
 AA1950'HOG WIRE FENCE ON STEEL POSTS, 122.0 FT (37.2 M) SOUTHWEST OF HIGH
 AA1950'VOLTAGE POWER POLE NO. 445, 126.4 FT (38.5 M) EAST-NORTHEAST OF HIGH
 AA1950'VOLTAGE POWER POLE NO. 440, 2.4 FT (0.7 M) SOUTHEAST OF A CARSONITE
 AA1950'WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION 8-34 1993 MAY BE
 AA1950'USED AS AN AZIMUTH FOR THIS STATION.
 AA1950
 AA1950                          STATION RECOVERY (2005)
 AA1950
 AA1950'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (DS)
 AA1950'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1951 ***********************************************************************
 AA1951  DESIGNATION -  8 36
 AA1951  PID         -  AA1951
 AA1951  STATE/COUNTY-  AL/CALHOUN
 AA1951  USGS QUAD   -  JACKSONVILLE WEST (1972)
 AA1951
 AA1951                         *CURRENT SURVEY CONTROL
 AA1951  ___________________________________________________________________
 AA1951* NAD 83(1992)-  33 47 22.17807(N)    085 46 35.49009(W)     ADJUSTED  
 AA1951* NAVD 88     -       215.5    (meters)     707.     (feet)  VERTCON   
 AA1951  ___________________________________________________________________
 AA1951  X           -     390,801.971 (meters)                     COMP
 AA1951  Y           -  -5,292,024.508 (meters)                     COMP
 AA1951  Z           -   3,527,168.881 (meters)                     COMP
 AA1951  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 AA1951  ELLIP HEIGHT-         186.68  (meters)          (07/29/02) GPS OBS
 AA1951  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 AA1951
 AA1951  HORZ ORDER  -  FIRST
 AA1951  ELLP ORDER  -  FOURTH    CLASS I
 AA1951
 AA1951.The horizontal coordinates were established by GPS observations
 AA1951.and adjusted by the National Geodetic Survey in September 1994..
 AA1951
 AA1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1951
 AA1951.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1951
 AA1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1951
 AA1951.The ellipsoidal height was determined by GPS observations
 AA1951.and is referenced to NAD 83.
 AA1951
 AA1951.The geoid height was determined by GEOID03.
 AA1951
 AA1951;                    North         East     Units Scale Factor Converg.
 AA1951;SPC AL E     -   364,757.131   205,260.924   MT  0.99996034   +0 01 53.7
 AA1951;UTM  16      - 3,739,488.500   613,266.512   MT  0.99975816   +0 40 49.8
 AA1951
 AA1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1951!SPC AL E     -   0.99997069  x   0.99996034  =   0.99993104
 AA1951!UTM  16      -   0.99997069  x   0.99975816  =   0.99972886
 AA1951
 AA1951:                Primary Azimuth Mark                     Grid Az
 AA1951:SPC AL E     -  8 37                                     090 26 24.5
 AA1951:UTM  16      -  8 37                                     089 47 28.4
 AA1951
 AA1951|---------------------------------------------------------------------|
 AA1951| PID    Reference Object                     Distance      Geod. Az  |
 AA1951|                                                           dddmmss.s |
 AA1951| AA1952 8 37                                APPROX. 0.5 KM 0902818.2 |
 AA1951|---------------------------------------------------------------------|
 AA1951
 AA1951                          SUPERSEDED SURVEY CONTROL
 AA1951
 AA1951  ELLIP H (09/29/94)  186.74   (m)                       GP(       ) 3 2
 AA1951  NGVD 29 (09/29/94)  215.4    (m)          707.     (f) GPS OBS        
 AA1951
 AA1951.Superseded values are not recommended for survey control.
 AA1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1951.See file dsdata.txt to determine how the superseded data were derived.
 AA1951
 AA1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1326739488(NAD 83)
 AA1951_MARKER: DD = SURVEY DISK
 AA1951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1951_SP_SET: CONCRETE POST
 AA1951_STAMPING: 8-36 1993
 AA1951_MARK LOGO: ALHD  
 AA1951_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1951+STABILITY: SURFACE MOTION
 AA1951_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1951+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1951
 AA1951  HISTORY     - Date     Condition        Report By
 AA1951  HISTORY     - 1993     MONUMENTED       ALHD
 AA1951
 AA1951                          STATION DESCRIPTION
 AA1951
 AA1951'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1951'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE NORTH RIGHT OF WAY OF
 AA1951'A PAVED COUNTY ROAD IN JACKSONVILLE. TO REACH THE STATION FROM THE
 AA1951'JUNCTION OF ALA 21 AND ALA 204 (MILE POST 269.70 ON ALA 21 AND MILE
 AA1951'POST 9.60 ON ALA 204) AT A TRAFFIC LIGHT IN JACKSONVILLE, DRIVE SOUTH
 AA1951'ON ALA 21 FOR 2.55 MI (4.10 KM) TO MILE POST 267.15 AND A PAVED COUNTY
 AA1951'ROAD LEFT AND RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA1951'WEST FOR 0.90 MI (1.45 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA1951'2.4 FT (0.7 M) SOUTH OF A THREE STRAND BARBED WIRE FENCE ON TREATED
 AA1951'WOOD POSTS, 47.0 FT (14.3 M) NORTH OF THE CENTER OF A PAVED COUNTY
 AA1951'ROAD, 101.5 FT (30.9 M) EAST OF A CONCRETE POST IN THE FENCE LINE,
 AA1951'106.8 FT (32.6 M) EAST OF A POWER POLE WITH CIRCUIT BREAKERS ON TOP OF
 AA1951'A HILL, 2.5 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST, AND SET
 AA1951'FLUSH WITH THE GROUND. STATION 8-37 1993 MAY BE USED AS AN AZIMUTH FOR
 AA1951'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA1952 ***********************************************************************
 AA1952  DESIGNATION -  8 37
 AA1952  PID         -  AA1952
 AA1952  STATE/COUNTY-  AL/CALHOUN
 AA1952  USGS QUAD   -  JACKSONVILLE WEST (1972)
 AA1952
 AA1952                         *CURRENT SURVEY CONTROL
 AA1952  ___________________________________________________________________
 AA1952* NAD 83(1992)-  33 47 22.04229(N)    085 46 15.80192(W)     ADJUSTED  
 AA1952* NAVD 88     -       225.3    (meters)     739.     (feet)  VERTCON   
 AA1952  ___________________________________________________________________
 AA1952  X           -     391,307.870 (meters)                     COMP
 AA1952  Y           -  -5,291,997.625 (meters)                     COMP
 AA1952  Z           -   3,527,170.854 (meters)                     COMP
 AA1952  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 AA1952  ELLIP HEIGHT-         196.48  (meters)          (07/29/02) GPS OBS
 AA1952  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 AA1952
 AA1952  HORZ ORDER  -  FIRST
 AA1952  ELLP ORDER  -  FOURTH    CLASS I
 AA1952
 AA1952.The horizontal coordinates were established by GPS observations
 AA1952.and adjusted by the National Geodetic Survey in September 1994..
 AA1952
 AA1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 AA1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 AA1952
 AA1952.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA1952
 AA1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA1952
 AA1952.The ellipsoidal height was determined by GPS observations
 AA1952.and is referenced to NAD 83.
 AA1952
 AA1952.The geoid height was determined by GEOID03.
 AA1952
 AA1952;                    North         East     Units Scale Factor Converg.
 AA1952;SPC AL E     -   364,753.240   205,767.396   MT  0.99996041   +0 02 04.7
 AA1952;UTM  16      - 3,739,490.345   613,772.894   MT  0.99975957   +0 41 00.7
 AA1952
 AA1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA1952!SPC AL E     -   0.99996916  x   0.99996041  =   0.99992957
 AA1952!UTM  16      -   0.99996916  x   0.99975957  =   0.99972873
 AA1952
 AA1952:                Primary Azimuth Mark                     Grid Az
 AA1952:SPC AL E     -  8 36                                     270 26 24.4
 AA1952:UTM  16      -  8 36                                     269 47 28.4
 AA1952
 AA1952|---------------------------------------------------------------------|
 AA1952| PID    Reference Object                     Distance      Geod. Az  |
 AA1952|                                                           dddmmss.s |
 AA1952| AA1951 8 36                                APPROX. 0.5 KM 2702829.1 |
 AA1952|---------------------------------------------------------------------|
 AA1952
 AA1952                          SUPERSEDED SURVEY CONTROL
 AA1952
 AA1952  ELLIP H (09/29/94)  196.54   (m)                       GP(       ) 3 2
 AA1952  NGVD 29 (09/29/94)  225.2    (m)          739.     (f) GPS OBS        
 AA1952
 AA1952.Superseded values are not recommended for survey control.
 AA1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA1952.See file dsdata.txt to determine how the superseded data were derived.
 AA1952
 AA1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1377339490(NAD 83)
 AA1952_MARKER: DD = SURVEY DISK
 AA1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA1952_SP_SET: CONCRETE POST
 AA1952_STAMPING: 8-37 1993
 AA1952_MARK LOGO: ALHD  
 AA1952_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 AA1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA1952+STABILITY: SURFACE MOTION
 AA1952_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA1952+SATELLITE: SATELLITE OBSERVATIONS - 1993
 AA1952
 AA1952  HISTORY     - Date     Condition        Report By
 AA1952  HISTORY     - 1993     MONUMENTED       ALHD
 AA1952
 AA1952                          STATION DESCRIPTION
 AA1952
 AA1952'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 AA1952'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE NORTH RIGHT OF WAY OF
 AA1952'A PAVED COUNTY ROAD IN JACKSONVILLE. TO REACH THE STATION FROM THE
 AA1952'JUNCTION OF ALA 21 AND ALA 204 (MILE POST 269.70 ON ALA 21 AND MILE
 AA1952'POST 9.60 ON ALA 204) AT A TRAFFIC LIGHT IN JACKSONVILLE, DRIVE SOUTH
 AA1952'ON ALA 21 FOR 2.55 MI (4.10 KM) TO MILE POST 267.15 AND A PAVED COUNTY
 AA1952'ROAD LEFT AND RIGHT, TURN RIGHT ON THE PAVED COUNTY ROAD AND DRIVE
 AA1952'WEST FOR 0.60 MI (0.97 KM) TO THE STATION ON THE RIGHT. THE STATION IS
 AA1952'14.3 FT (4.4 M) EAST-SOUTHEAST OF A STEEL PROPERTY CORNER, 40.5 FT
 AA1952'(12.3 M) WEST-SOUTHWEST OF A CAST IRON WATER METER BOX, 44.0 FT (13.4
 AA1952'M) NORTH OF THE CENTER OF A PAVED COUNTY ROAD, 119.8 FT (36.5 M) WEST
 AA1952'OF A POWER POLE, 1.9 FT (0.6 M) SOUTH OF A CARSONITE WITNESS POST, AND
 AA1952'SET FLUSH WITH THE GROUND. STATION 8-36 1993 MAY BE USED AS AN AZIMUTH
 AA1952'FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3686 ***********************************************************************
 DG3686  DESIGNATION -  8 4
 DG3686  PID         -  DG3686
 DG3686  STATE/COUNTY-  AL/CALHOUN
 DG3686  USGS QUAD   -  WELLINGTON (1972)
 DG3686
 DG3686                         *CURRENT SURVEY CONTROL
 DG3686  ___________________________________________________________________
 DG3686* NAD 83(1992)-  33 49 22.14678(N)    085 54 29.78825(W)     ADJUSTED  
 DG3686* NAVD 88     -       177.3    (meters)     582.     (feet)  VERTCON   
 DG3686  ___________________________________________________________________
 DG3686  X           -     378,483.116 (meters)                     COMP
 DG3686  Y           -  -5,290,825.979 (meters)                     COMP
 DG3686  Z           -   3,530,219.004 (meters)                     COMP
 DG3686  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 DG3686  ELLIP HEIGHT-         148.34  (meters)          (07/29/02) GPS OBS
 DG3686  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG3686
 DG3686  HORZ ORDER  -  FIRST
 DG3686  ELLP ORDER  -  FOURTH    CLASS I
 DG3686
 DG3686.The horizontal coordinates were established by GPS observations
 DG3686.and adjusted by the National Geodetic Survey in December 1992..
 DG3686
 DG3686.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3686.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3686
 DG3686.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3686
 DG3686.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3686
 DG3686.The ellipsoidal height was determined by GPS observations
 DG3686.and is referenced to NAD 83.
 DG3686
 DG3686.The geoid height was determined by GEOID03.
 DG3686
 DG3686;                    North         East     Units Scale Factor Converg.
 DG3686;SPC AL E     -   368,454.390   193,062.510   MT  0.99996059   -0 02 30.2
 DG3686;UTM  16      - 3,743,046.536   601,029.666   MT  0.99972583   +0 36 27.8
 DG3686
 DG3686!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3686!SPC AL E     -   0.99997671  x   0.99996059  =   0.99993730
 DG3686!UTM  16      -   0.99997671  x   0.99972583  =   0.99970255
 DG3686
 DG3686                          SUPERSEDED SURVEY CONTROL
 DG3686
 DG3686  ELLIP H (12/04/92)  148.42   (m)                       GP(       ) 4 1
 DG3686  NAD 83(1986)-  33 49 22.15611(N)    085 54 29.79428(W) AD(       ) 1
 DG3686  NGVD 29 (12/04/92)  177.2    (m)          581.     (f) GPS OBS        
 DG3686
 DG3686.Superseded values are not recommended for survey control.
 DG3686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3686.See file dsdata.txt to determine how the superseded data were derived.
 DG3686
 DG3686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0103043047(NAD 83)
 DG3686_MARKER: DD = SURVEY DISK
 DG3686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3686_SP_SET: CONCRETE POST
 DG3686_STAMPING: 8 - 4 1990
 DG3686_MARK LOGO: ALHD  
 DG3686_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3686+STABILITY: SURFACE MOTION
 DG3686_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3686+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1990
 DG3686
 DG3686  HISTORY     - Date     Condition        Report By
 DG3686  HISTORY     - 1990     MONUMENTED       ALHD
 DG3686  HISTORY     - 19900318 GOOD             ALHD
 DG3686
 DG3686                          STATION DESCRIPTION
 DG3686
 DG3686'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3686'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE EAST RIGHT OF WAY OF
 DG3686'U. S. 431, ABOUT 13.52 KM (8.40 MI) WEST OF JACKSONVILLE AND ABOUT
 DG3686'19.79 KM (12.30 MI) NORTH - NORTHWEST OF ANNISTON.
 DG3686'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 204 (MILE
 DG3686'POST 254.70 ON U. S. 431) AT DUKE, DRIVE SOUTH ON U. S. 431 3.54 KM
 DG3686'(2.20 MI) TO MILE POST 252.55, A PAVED ROAD LEFT TO WELLINGTON AND
 DG3686'THE STATION ON THE LEFT.
 DG3686'THE STATION IS 9.91 M (32.51 FT) SOUTHWEST OF THE CENTER OF A FRONTAGE
 DG3686'ROAD, 18.50 M (60.70 FT) EAST - NORTHEAST OF THE CENTERLINE OF THE
 DG3686'NORTH BOUND LANES OF U. S. 431, 18.90 M (62.01 FT) NORTH - NORTHWEST
 DG3686'OF THE CENTER OF A PAVED COUNTY ROAD TO WELLINGTON, AND SET FLUSH
 DG3686'WITH THE GROUND.
 DG3686'STATION 8 - 5 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3686
 DG3686                          STATION RECOVERY (1990)
 DG3686
 DG3686'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3686'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3687 ***********************************************************************
 DG3687  DESIGNATION -  8 5
 DG3687  PID         -  DG3687
 DG3687  STATE/COUNTY-  AL/CALHOUN
 DG3687  USGS QUAD   -  WELLINGTON (1972)
 DG3687
 DG3687                         *CURRENT SURVEY CONTROL
 DG3687  ___________________________________________________________________
 DG3687* NAD 83(1992)-  33 50 13.19892(N)    085 54 52.06304(W)     ADJUSTED  
 DG3687* NAVD 88     -       181.9    (meters)     597.     (feet)  VERTCON   
 DG3687  ___________________________________________________________________
 DG3687  X           -     377,849.630 (meters)                     COMP
 DG3687  Y           -  -5,289,997.114 (meters)                     COMP
 DG3687  Z           -   3,531,528.242 (meters)                     COMP
 DG3687  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DG3687  ELLIP HEIGHT-         152.93  (meters)          (07/29/02) GPS OBS
 DG3687  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG3687
 DG3687  HORZ ORDER  -  FIRST
 DG3687  ELLP ORDER  -  FOURTH    CLASS I
 DG3687
 DG3687.The horizontal coordinates were established by GPS observations
 DG3687.and adjusted by the National Geodetic Survey in December 1992..
 DG3687
 DG3687.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3687.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3687
 DG3687.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3687
 DG3687.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3687
 DG3687.The ellipsoidal height was determined by GPS observations
 DG3687.and is referenced to NAD 83.
 DG3687
 DG3687.The geoid height was determined by GEOID03.
 DG3687
 DG3687;                    North         East     Units Scale Factor Converg.
 DG3687;SPC AL E     -   370,027.725   192,490.963   MT  0.99996069   -0 02 42.6
 DG3687;UTM  16      - 3,744,612.922   600,440.458   MT  0.99972436   +0 36 16.2
 DG3687
 DG3687!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3687!SPC AL E     -   0.99997599  x   0.99996069  =   0.99993668
 DG3687!UTM  16      -   0.99997599  x   0.99972436  =   0.99970036
 DG3687
 DG3687                          SUPERSEDED SURVEY CONTROL
 DG3687
 DG3687  ELLIP H (12/04/92)  153.01   (m)                       GP(       ) 4 1
 DG3687  NAD 83(1986)-  33 50 13.20823(N)    085 54 52.06908(W) AD(       ) 1
 DG3687  NGVD 29 (12/04/92)  181.8    (m)          596.     (f) GPS OBS        
 DG3687
 DG3687.Superseded values are not recommended for survey control.
 DG3687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3687.See file dsdata.txt to determine how the superseded data were derived.
 DG3687
 DG3687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0044044613(NAD 83)
 DG3687_MARKER: DD = SURVEY DISK
 DG3687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3687_SP_SET: CONCRETE POST
 DG3687_STAMPING: 8 - 5 1990
 DG3687_MARK LOGO: ALHD  
 DG3687_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3687+STABILITY: SURFACE MOTION
 DG3687_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3687+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3687
 DG3687  HISTORY     - Date     Condition        Report By
 DG3687  HISTORY     - 1990     MONUMENTED       ALHD
 DG3687
 DG3687                          STATION DESCRIPTION
 DG3687
 DG3687'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3687'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE WEST RIGHT OF WAY OF
 DG3687'U. S. 431, ABOUT 14.32 KM (8.90 MI) WEST - NORTHWEST OF JACKSONVILLE
 DG3687'AND ABOUT 21.24 KM (13.20 MI) NORTH - NORTHWEST OF ANNISTON.
 DG3687'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 204 (MILE
 DG3687'POST 254.70 ON U. S. 431) AT DUKE, DRIVE SOUTH ON U. S. 431 1.85 KM
 DG3687'(1.15 MI) TO MILE POST 253.60 AND THE STATION ON THE RIGHT.
 DG3687'THE STATION IS 25.69 M (84.28 FT) NORTH - NORTHWEST OF A CONCRETE
 DG3687'RIGHT OF WAY MARKER, 27.86 M (91.40 FT) WEST - SOUTHWEST OF THE
 DG3687'CENTERLINE OF THE SOUTH BOUND LANES OF U. S. 431, 28.10 M (92.19 FT)
 DG3687'NORTH - NORTHWEST OF A POWER POLE, 28.26 M (92.72 FT) NORTH -
 DG3687'NORTHWEST OF A FENCE CORNER, AND SET FLUSH WITH THE GROUND.
 DG3687'STATION 8 - 4 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3704 ***********************************************************************
 DG3704  DESIGNATION -  8 6
 DG3704  PID         -  DG3704
 DG3704  STATE/COUNTY-  AL/CALHOUN
 DG3704  USGS QUAD   -  JACKSONVILLE EAST (1983)
 DG3704
 DG3704                         *CURRENT SURVEY CONTROL
 DG3704  ___________________________________________________________________
 DG3704* NAD 83(1992)-  33 48 41.53552(N)    085 39 16.81517(W)     ADJUSTED  
 DG3704* NAVD 88     -       248.0    (meters)     814.     (feet)  VERTCON   
 DG3704  ___________________________________________________________________
 DG3704  X           -     401,954.915 (meters)                     COMP
 DG3704  Y           -  -5,289,852.090 (meters)                     COMP
 DG3704  Z           -   3,529,218.885 (meters)                     COMP
 DG3704  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 DG3704  ELLIP HEIGHT-         219.29  (meters)          (07/29/02) GPS OBS
 DG3704  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG3704
 DG3704  HORZ ORDER  -  FIRST
 DG3704  ELLP ORDER  -  FOURTH    CLASS I
 DG3704
 DG3704.The horizontal coordinates were established by GPS observations
 DG3704.and adjusted by the National Geodetic Survey in December 1992..
 DG3704
 DG3704.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3704.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3704
 DG3704.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3704
 DG3704.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3704
 DG3704.The ellipsoidal height was determined by GPS observations
 DG3704.and is referenced to NAD 83.
 DG3704
 DG3704.The geoid height was determined by GEOID03.
 DG3704
 DG3704;                    North         East     Units Scale Factor Converg.
 DG3704;SPC AL E     -   367,214.998   216,541.403   MT  0.99996337   +0 05 57.9
 DG3704;UTM  16      - 3,742,073.520   624,516.317   MT  0.99979113   +0 44 55.4
 DG3704
 DG3704!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3704!SPC AL E     -   0.99996558  x   0.99996337  =   0.99992895
 DG3704!UTM  16      -   0.99996558  x   0.99979113  =   0.99975671
 DG3704
 DG3704|---------------------------------------------------------------------|
 DG3704| PID    Reference Object                     Distance      Geod. Az  |
 DG3704|                                                           dddmmss.s |
 DG3704| DG3705 8 7                                 336.546 METERS 06356     |
 DG3704|---------------------------------------------------------------------|
 DG3704
 DG3704                          SUPERSEDED SURVEY CONTROL
 DG3704
 DG3704  ELLIP H (12/04/92)  219.37   (m)                       GP(       ) 4 1
 DG3704  NAD 83(1986)-  33 48 41.54374(N)    085 39 16.81972(W) AD(       ) 1
 DG3704  NGVD 29 (12/04/92)  247.9    (m)          813.     (f) GPS OBS        
 DG3704
 DG3704.Superseded values are not recommended for survey control.
 DG3704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3704.See file dsdata.txt to determine how the superseded data were derived.
 DG3704
 DG3704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2451642074(NAD 83)
 DG3704_MARKER: DD = SURVEY DISK
 DG3704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3704_SP_SET: CONCRETE POST
 DG3704_STAMPING: 8 - 6 1990
 DG3704_MARK LOGO: ALHD  
 DG3704_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3704+STABILITY: SURFACE MOTION
 DG3704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3704+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3704
 DG3704  HISTORY     - Date     Condition        Report By
 DG3704  HISTORY     - 1990     MONUMENTED       ALHD
 DG3704
 DG3704                          STATION DESCRIPTION
 DG3704
 DG3704'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3704'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE NORTHWEST RIGHT OF WAY
 DG3704'OF CALHOUN COUNTY ROAD NO. 55, ABOUT 9.82 KM (6.10 MI) EAST OF
 DG3704'JACKSONVILLE AND ABOUT 12.55 KM (7.80 MI) SOUTH - SOUTHWEST OF
 DG3704'PIEDMONT.
 DG3704'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND CALHOUN COUNTY
 DG3704'ROAD NO. 262, MILE POST 231.90 ON ALA 9, ABOUT 15.45 KM (9.60 MI)
 DG3704'SOUTH OF PIEDMONT, DRIVE EAST ON CALHOUN COUNTY ROAD NO. 262,
 DG3704'RABBITTOWN ROAD, 1.45 KM (0.90 MI) TO THE JUNCTION OF CALHOUN COUNTY
 DG3704'ROAD NO. 55 AND THE END OF CALHOUN COUNTY ROAD NO. 262, CONTINUE
 DG3704'EASTERLY ON CALHOUN COUNTY ROAD NO. 55 1.93 KM (1.20 MI) TO THE
 DG3704'STATION ON THE LEFT.
 DG3704'THE STATION IS 2.41 M (7.91 FT) SOUTHEAST OF A BARBED WIRE FENCE, 5.52
 DG3704'M (18.11 FT) SOUTH - SOUTHWEST OF A FENCE CORNER, 5.55 M (18.21 FT)
 DG3704'WEST OF THE SOUTHWEST END OF A 36 INCH SPAN X 23 INCH RISE CORREGATED
 DG3704'METAL PIPE UNDER A DRIVEWAY, 11.16 M (36.61 FT) NORTHWEST OF THE
 DG3704'CENTERLINE OF CALHOUN COUNTY ROAD NO. 55, 23.16 M (75.98 FT)
 DG3704'NORTHWEST OF A FENCE CORNER ACROSS CALHOUN COUNTY ROAD NO. 55, 24.41 M
 DG3704'(80.09 FT) NORTH - NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. RT 18 -
 DG3704'2 ACROSS CALHOUN COUNTY ROAD NO. 55, 24.60 M (80.71 FT) NORTH -
 DG3704'NORTHWEST OF TELEPHONE SERVICE POLE NO. 18 ACROSS CALHOUN COUNTY ROAD
 DG3704'NO. 55, 24.78 M (81.30 FT) NORTH - NORTHWEST OF TELEPHONE CABLE
 DG3704'PEDESTAL NO. RT 18 ACROSS CALHOUN COUNTY ROAD NO. 55, 0.72 M
 DG3704'(2.36 FT) SOUTHEAST OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 DG3704'THE GROUND.
 DG3704'STATION 8 - 7 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3705 ***********************************************************************
 DG3705  DESIGNATION -  8 7
 DG3705  PID         -  DG3705
 DG3705  STATE/COUNTY-  AL/CALHOUN
 DG3705  USGS QUAD   -  JACKSONVILLE EAST (1983)
 DG3705
 DG3705                         *CURRENT SURVEY CONTROL
 DG3705  ___________________________________________________________________
 DG3705* NAD 83(1992)-  33 48 46.33651(N)    085 39 05.06132(W)     ADJUSTED  
 DG3705* NAVD 88     -       245.2    (meters)     804.     (feet)  VERTCON   
 DG3705  ___________________________________________________________________
 DG3705  X           -     402,249.935 (meters)                     COMP
 DG3705  Y           -  -5,289,744.793 (meters)                     COMP
 DG3705  Z           -   3,529,340.246 (meters)                     COMP
 DG3705  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 DG3705  ELLIP HEIGHT-         216.51  (meters)          (07/29/02) GPS OBS
 DG3705  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG3705
 DG3705  HORZ ORDER  -  FIRST
 DG3705  ELLP ORDER  -  FOURTH    CLASS I
 DG3705
 DG3705.The horizontal coordinates were established by GPS observations
 DG3705.and adjusted by the National Geodetic Survey in December 1992..
 DG3705
 DG3705.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3705.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3705
 DG3705.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3705
 DG3705.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3705
 DG3705.The ellipsoidal height was determined by GPS observations
 DG3705.and is referenced to NAD 83.
 DG3705
 DG3705.The geoid height was determined by GEOID03.
 DG3705
 DG3705;                    North         East     Units Scale Factor Converg.
 DG3705;SPC AL E     -   367,363.444   216,843.427   MT  0.99996350   +0 06 04.5
 DG3705;UTM  16      - 3,742,225.353   624,816.588   MT  0.99979206   +0 45 02.0
 DG3705
 DG3705!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3705!SPC AL E     -   0.99996601  x   0.99996350  =   0.99992951
 DG3705!UTM  16      -   0.99996601  x   0.99979206  =   0.99975808
 DG3705
 DG3705|---------------------------------------------------------------------|
 DG3705| PID    Reference Object                     Distance      Geod. Az  |
 DG3705|                                                           dddmmss.s |
 DG3705| DG3704 8 6                                 336.546 METERS 24356     |
 DG3705|---------------------------------------------------------------------|
 DG3705
 DG3705                          SUPERSEDED SURVEY CONTROL
 DG3705
 DG3705  ELLIP H (12/04/92)  216.58   (m)                       GP(       ) 4 1
 DG3705  NAD 83(1986)-  33 48 46.34473(N)    085 39 05.06587(W) AD(       ) 1
 DG3705  NGVD 29 (12/04/92)  245.2    (m)          804.     (f) GPS OBS        
 DG3705
 DG3705.Superseded values are not recommended for survey control.
 DG3705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3705.See file dsdata.txt to determine how the superseded data were derived.
 DG3705
 DG3705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2481742225(NAD 83)
 DG3705_MARKER: DD = SURVEY DISK
 DG3705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3705_SP_SET: CONCRETE POST
 DG3705_STAMPING: 8 - 7 1990
 DG3705_MARK LOGO: ALHD  
 DG3705_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3705+STABILITY: SURFACE MOTION
 DG3705_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3705+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3705
 DG3705  HISTORY     - Date     Condition        Report By
 DG3705  HISTORY     - 1990     MONUMENTED       ALHD
 DG3705
 DG3705                          STATION DESCRIPTION
 DG3705
 DG3705'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3705'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE SOUTHEAST RIGHT OF WAY
 DG3705'OF CALHOUN COUNTY ROAD NO. 55, ABOUT 10.22 KM (6.35 MI) EAST OF
 DG3705'JACKSONVILLE AND ABOUT 12.39 KM (7.70 MI) SOUTH - SOUTHWEST OF
 DG3705'PIEDMONT.
 DG3705'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND CALHOUN COUNTY
 DG3705'ROAD NO. 262, MILE POST 231.90 ON ALA 9, ABOUT 15.45 KM (9.60 MI)
 DG3705'SOUTH OF PIEDMONT, DRIVE EAST ON CALHOUN COUNTY ROAD NO. 262,
 DG3705'RABBITTOWN ROAD, 1.45 KM (0.90 MI) TO THE JUNCTION OF CALHOUN AOUNTY
 DG3705'ROAD NO. 55 AND THE END OF CALHOUN COUNTTY ROAD NO. 262, CONTINUE
 DG3705'EASTERLY ON CALHOUN COUNTY ROAD NO. 55 2.33 KM (1.45 MI) TO THE
 DG3705'STATION ON THE RIGHT.
 DG3705'THE STATION IS 0.58 M (1.90 FT) NORTHWEST OF A HOG WIRE FENCE WITH ONE
 DG3705'STRAND OF BARBED WIRE ON STEEL POSTS, 11.16 M (36.61 FT) SOUTHEAST OF
 DG3705'THE CENTERLINE OF CALHOUN COUNTY ROAD NO. 55, 12.41 M (40.72 FT)
 DG3705'SOUTHWEST OF A TRANSFORMER POWER POLE AND TELEPHONE CABLE PEDESTAL NO.
 DG3705'RT 19, 0.56 M (1.84 FT) NORTH - NORTHWEST OF A CARSONITE WITNESS POST
 DG3705'AND SET FLUSH WITH THE GROUND.
 DG3705'STATION 8 - 6 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3706 ***********************************************************************
 DG3706  DESIGNATION -  8 8
 DG3706  PID         -  DG3706
 DG3706  STATE/COUNTY-  AL/CALHOUN
 DG3706  USGS QUAD   -  MUNFORD (1983)
 DG3706
 DG3706                         *CURRENT SURVEY CONTROL
 DG3706  ___________________________________________________________________
 DG3706* NAD 83(1992)-  33 35 50.02324(N)    085 56 04.25559(W)     ADJUSTED  
 DG3706* NAVD 88     -       183.2    (meters)     601.     (feet)  VERTCON   
 DG3706  ___________________________________________________________________
 DG3706  X           -     377,044.836 (meters)                     COMP
 DG3706  Y           -  -5,304,855.988 (meters)                     COMP
 DG3706  Z           -   3,509,407.318 (meters)                     COMP
 DG3706  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 DG3706  ELLIP HEIGHT-         154.37  (meters)          (07/29/02) GPS OBS
 DG3706  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG3706
 DG3706  HORZ ORDER  -  FIRST
 DG3706  ELLP ORDER  -  FOURTH    CLASS I
 DG3706
 DG3706.The horizontal coordinates were established by GPS observations
 DG3706.and adjusted by the National Geodetic Survey in December 1992..
 DG3706
 DG3706.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3706.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3706
 DG3706.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3706
 DG3706.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3706
 DG3706.The ellipsoidal height was determined by GPS observations
 DG3706.and is referenced to NAD 83.
 DG3706
 DG3706.The geoid height was determined by GEOID03.
 DG3706
 DG3706;                    North         East     Units Scale Factor Converg.
 DG3706;SPC AL E     -   343,435.666   190,608.800   MT  0.99996109   -0 03 21.6
 DG3706;UTM  16      - 3,718,007.632   598,859.375   MT  0.99972049   +0 35 22.7
 DG3706
 DG3706!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3706!SPC AL E     -   0.99997577  x   0.99996109  =   0.99993686
 DG3706!UTM  16      -   0.99997577  x   0.99972049  =   0.99969626
 DG3706
 DG3706                          SUPERSEDED SURVEY CONTROL
 DG3706
 DG3706  ELLIP H (12/04/92)  154.44   (m)                       GP(       ) 4 1
 DG3706  NAD 83(1986)-  33 35 50.03074(N)    085 56 04.25906(W) AD(       ) 1
 DG3706  NGVD 29 (12/04/92)  183.1    (m)          601.     (f) GPS OBS        
 DG3706
 DG3706.Superseded values are not recommended for survey control.
 DG3706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3706.See file dsdata.txt to determine how the superseded data were derived.
 DG3706
 DG3706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9885918008(NAD 83)
 DG3706_MARKER: DD = SURVEY DISK
 DG3706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3706_SP_SET: CONCRETE POST
 DG3706_STAMPING: 8 - 8 1990
 DG3706_MARK LOGO: ALHD  
 DG3706_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3706+STABILITY: SURFACE MOTION
 DG3706_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3706+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3706
 DG3706  HISTORY     - Date     Condition        Report By
 DG3706  HISTORY     - 1990     MONUMENTED       ALHD
 DG3706
 DG3706                          STATION DESCRIPTION
 DG3706
 DG3706'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3706'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3706'U. S. 78, ABOUT 9.50 KM (5.90 MI) WEST - SOUTHWEST OF OXFORD AND
 DG3706'ABOUT 11.83 KM (7.35 MI) SOUTHWEST OF ANNISTON.
 DG3706'TO REACH THE STATION FROM THE JUNCTION OF U. S. 78 AND CALHOUN COUNTY
 DG3706'ROAD NO. 109, MILE POST 159.00 ON U. S. 78, DRIVE WEST ON U. S. 78
 DG3706'0.89 KM (0.55 MI) TO MILE POST 158.45 AND THE STATION ON THE RIGHT.
 DG3706'THE STATION IS LOCATED IN FRONT OF C. L. SIMS SERVICE STATION, 17.25 M
 DG3706'(56.59 FT) WEST - SOUTHWEST OF THE CENTER OF THE EAST DRIVEWAY, 25.12
 DG3706'M (82.41 FT) EAST - NORTHEAST OF THE EAST END OF AN 18 INCH CONCRETE
 DG3706'PIPE UNDER THE WEST DRIVEWAY, 25.51 M (83.69 FT) SOUTH OF THE SOUTH
 DG3706'EDGE OF THE CONCRETE SLAB IN FRONT OF THE SERVICE STATION, 26.82 M
 DG3706'(87.99 FT) EAST - SOUTHEAST OF THE CENTER OF WEST GRAVEL DRIVEWAY,
 DG3706'29.14 M (95.60 FT) NORTH OF THE CENTERLINE OF U. S. 278, 0.69 M
 DG3706'(2.26 FT) SOUTH - SOUTHWEST OF A CARSONITE WITNESS POST AND SET FLUSH
 DG3706'WITH THE GROUND.
 DG3706'STATION 8 - 9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3707 ***********************************************************************
 DG3707  DESIGNATION -  8 9
 DG3707  PID         -  DG3707
 DG3707  STATE/COUNTY-  AL/CALHOUN
 DG3707  USGS QUAD   -  MUNFORD (1983)
 DG3707
 DG3707                         *CURRENT SURVEY CONTROL
 DG3707  ___________________________________________________________________
 DG3707* NAD 83(1992)-  33 35 48.44273(N)    085 55 40.67172(W)     ADJUSTED  
 DG3707* NAVD 88     -       180.9    (meters)     594.     (feet)  VERTCON   
 DG3707  ___________________________________________________________________
 DG3707  X           -     377,653.157 (meters)                     COMP
 DG3707  Y           -  -5,304,837.818 (meters)                     COMP
 DG3707  Z           -   3,509,365.489 (meters)                     COMP
 DG3707  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 DG3707  ELLIP HEIGHT-         152.08  (meters)          (07/29/02) GPS OBS
 DG3707  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG3707
 DG3707  HORZ ORDER  -  FIRST
 DG3707  ELLP ORDER  -  FOURTH    CLASS I
 DG3707
 DG3707.The horizontal coordinates were established by GPS observations
 DG3707.and adjusted by the National Geodetic Survey in December 1992..
 DG3707
 DG3707.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3707
 DG3707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3707
 DG3707.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3707
 DG3707.The ellipsoidal height was determined by GPS observations
 DG3707.and is referenced to NAD 83.
 DG3707
 DG3707.The geoid height was determined by GEOID03.
 DG3707
 DG3707;                    North         East     Units Scale Factor Converg.
 DG3707;SPC AL E     -   343,386.398   191,216.792   MT  0.99996095   -0 03 08.5
 DG3707;UTM  16      - 3,717,965.228   599,467.738   MT  0.99972197   +0 35 35.7
 DG3707
 DG3707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3707!SPC AL E     -   0.99997613  x   0.99996095  =   0.99993708
 DG3707!UTM  16      -   0.99997613  x   0.99972197  =   0.99969810
 DG3707
 DG3707                          SUPERSEDED SURVEY CONTROL
 DG3707
 DG3707  ELLIP H (12/04/92)  152.15   (m)                       GP(       ) 4 1
 DG3707  NAD 83(1986)-  33 35 48.45019(N)    085 55 40.67518(W) AD(       ) 1
 DG3707  NGVD 29 (12/04/92)  180.8    (m)          593.     (f) GPS OBS        
 DG3707
 DG3707.Superseded values are not recommended for survey control.
 DG3707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3707.See file dsdata.txt to determine how the superseded data were derived.
 DG3707
 DG3707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9946817965(NAD 83)
 DG3707_MARKER: DD = SURVEY DISK
 DG3707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3707_SP_SET: CONCRETE POST
 DG3707_STAMPING: 8 - 9 1990
 DG3707_MARK LOGO: ALHD  
 DG3707_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3707+STABILITY: SURFACE MOTION
 DG3707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3707+SATELLITE: SATELLITE OBSERVATIONS - 1990
 DG3707
 DG3707  HISTORY     - Date     Condition        Report By
 DG3707  HISTORY     - 1990     MONUMENTED       ALHD
 DG3707
 DG3707                          STATION DESCRIPTION
 DG3707
 DG3707'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3707'THE STATION IS LOCATED IN CALHOUN COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3707'U. S. 78, ABOUT 8.85 KM (5.50 MI) WEST - SOUTHWEST OF OXFORD AND
 DG3707'ABOUT 11.27 KM (7.00 MI) SOUTHWEST OF ANNISTON.
 DG3707'TO REACH THE STATION FROM THE JUNCTION OF U. S. 78 AND CALHOUN COUNTY
 DG3707'ROAD NO. 109, MILE POST 159.00 ON U. S. 78, DRIVE WEST ON U. S. 78
 DG3707'0.24 KM (0.15 MI) TO MILE POST 158.85 AND THE STATION ON THE RIGHT.
 DG3707'THE STATION IS LOCATED IN FRONT OF COLDWATER CREEK SHOPPING CENTER,
 DG3707'2.80 M (9.19 FT) WEST OF THE WEST CURB OF THE EAST PAVED DRIVEWAY,
 DG3707'6.34 M (20.80 FT) NORTH OF THE WEST END OF AN 18 INCH CONCRETE PIPE
 DG3707'UNDER THE EAST DRIVEWAY, 7.41 M (24.31 FT) WEST OF THE CENTER OF THE
 DG3707'EAST PAVED DRIVEWAY, 10.27 M (33.69 FT) SOUTHEAST OF THE SOUTH END OF
 DG3707'A CONCRETE DRAINAGE FLUME, 13.26 M (43.50 FT) SOUTH OF THE SOUTH CURB
 DG3707'OF THE PAVED PARKING LOT, 22.92 M (75.20 FT) NORTH OF THE CENTERLINE
 DG3707'OF U. S. 78, 0.68 M (2.23 FT) SOUTH OF A CARSONITE WITNESS POST AND
 DG3707'SET FLUSH WITH THE GROUND.
 DG3707'STATION 8 - 8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1026 ***********************************************************************
 EF1026  DESIGNATION -  80
 EF1026  PID         -  EF1026
 EF1026  STATE/COUNTY-  AL/COLBERT
 EF1026  USGS QUAD   -  PRIDE (1988)
 EF1026
 EF1026                         *CURRENT SURVEY CONTROL
 EF1026  ___________________________________________________________________
 EF1026* NAD 83(1986)-  34 43 57.     (N)    087 48 55.     (W)     SCALED    
 EF1026* NAVD 88     -       131.559  (meters)     431.62   (feet)  POSTED    
 EF1026  ___________________________________________________________________
 EF1026  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EF1026  DYNAMIC HT  -         131.430 (meters)     431.20  (feet)  COMP
 EF1026  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 EF1026
 EF1026  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EF1026
 EF1026.The horizontal coordinates were scaled from a topographic map and have
 EF1026.an estimated accuracy of +/- 6 seconds.
 EF1026
 EF1026.The orthometric height was determined by differential leveling
 EF1026.and adjusted by the National Geodetic Survey in 1992..
 EF1026.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EF1026.rate of 1.1 thru 2.0 mm/km.
 EF1026
 EF1026.The geoid height was determined by GEOID03.
 EF1026
 EF1026.The dynamic height is computed by dividing the NAVD 88
 EF1026.geopotential number by the normal gravity value computed on the
 EF1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1026.degrees latitude (g = 980.6199 gals.).
 EF1026
 EF1026.The modeled gravity was interpolated from observed gravity values.
 EF1026
 EF1026;                    North         East    Units  Estimated Accuracy
 EF1026;SPC AL W     -   524,810.      571,130.      MT  (+/- 180 meters Scaled)
 EF1026
 EF1026                          SUPERSEDED SURVEY CONTROL
 EF1026
 EF1026  NGVD 29 (??/??/92)  131.541  (m)          431.56   (f) ADJ UNCH    1 2
 EF1026
 EF1026.Superseded values are not recommended for survey control.
 EF1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1026.See file dsdata.txt to determine how the superseded data were derived.
 EF1026
 EF1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD253436(NAD 83)
 EF1026_MARKER: DD = SURVEY DISK
 EF1026_SETTING: 80 = SET IN A BOULDER
 EF1026_SP_SET: BOULDER
 EF1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1026+STABILITY: SURFACE MOTION
 EF1026
 EF1026  HISTORY     - Date     Condition        Report By
 EF1026  HISTORY     - UNK      MONUMENTED       USE
 EF1026  HISTORY     - 1934     GOOD             NGS
 EF1026  HISTORY     - 1950     GOOD             TVA
 EF1026
 EF1026                          STATION DESCRIPTION
 EF1026
 EF1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF1026'7.25 MI NW FROM SHEFFIELD.
 EF1026'ABOUT 7 1/4 MILES DOWNSTREAM FROM SHEFFIELD, COLBERT COUNTY, AT
 EF1026'MILEAGE 217 1/4, UPSTREAM FROM PRIDES OLD HOMESITE, SURROUNDED BY
 EF1026'CEDAR GROVE, ABOUT 300 FEET UPSTREAM FROM PRIDES STEAMBOAT LANDING AND
 EF1026'MOUTH OF SPRING BRANCH, ABOUT 75 FEET FROM THE RIVER AND ON THE SIDE
 EF1026'OF A HILL, ABOUT 20 FEET UPSTREAM FROM AN UPHILL 20-INCH MOUNTAIN
 EF1026'CHESTNUT TREE GROWING AT THE BUTT TO A DOWNHILL 8-INCH CEDAR TREE AND
 EF1026'ON THE TOP OF A POINTED LIMESTONE BOULDER.  A CORPS OF ENGINEERS, U.S.
 EF1026'ARMY, STANDARD DISK.  NOTE-- MARK IS 6 FEET NORTH OF REFERENCE MARKER.
 EF1026
 EF1026                          STATION RECOVERY (1950)
 EF1026
 EF1026'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1026'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1159 ***********************************************************************
 DH1159  DESIGNATION -  805
 DH1159  PID         -  DH1159
 DH1159  STATE/COUNTY-  AL/JEFFERSON
 DH1159  USGS QUAD   -  IRONDALE (1978)
 DH1159
 DH1159                         *CURRENT SURVEY CONTROL
 DH1159  ___________________________________________________________________
 DH1159* NAD 83(1986)-  33 33 18.     (N)    086 39 48.     (W)     SCALED    
 DH1159* NAVD 88     -       245.361  (meters)     804.99   (feet)  ADJUSTED  
 DH1159  ___________________________________________________________________
 DH1159  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH1159  DYNAMIC HT  -         245.085 (meters)     804.08  (feet)  COMP
 DH1159  MODELED GRAV-     979,508.5   (mgal)                       NAVD 88
 DH1159
 DH1159  VERT ORDER  -  FIRST     CLASS II
 DH1159
 DH1159.The horizontal coordinates were scaled from a topographic map and have
 DH1159.an estimated accuracy of +/- 6 seconds.
 DH1159
 DH1159.The orthometric height was determined by differential leveling
 DH1159.and adjusted by the National Geodetic Survey in June 1991..
 DH1159
 DH1159.The geoid height was determined by GEOID03.
 DH1159
 DH1159.The dynamic height is computed by dividing the NAVD 88
 DH1159.geopotential number by the normal gravity value computed on the
 DH1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1159.degrees latitude (g = 980.6199 gals.).
 DH1159
 DH1159.The modeled gravity was interpolated from observed gravity values.
 DH1159
 DH1159;                    North         East    Units  Estimated Accuracy
 DH1159;SPC AL W     -   394,480.      677,690.      MT  (+/- 180 meters Scaled)
 DH1159
 DH1159                          SUPERSEDED SURVEY CONTROL
 DH1159
 DH1159  NGVD 29 (??/??/92)  245.318  (m)          804.85   (f) ADJ UNCH    1 2
 DH1159
 DH1159.Superseded values are not recommended for survey control.
 DH1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1159.See file dsdata.txt to determine how the superseded data were derived.
 DH1159
 DH1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC312128(NAD 83)
 DH1159_MARKER: DB = BENCH MARK DISK
 DH1159_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1159_SP_SET: BRIDGE ABUTMENT
 DH1159_STAMPING: 805 ADJ. 1903
 DH1159_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1159
 DH1159  HISTORY     - Date     Condition        Report By
 DH1159  HISTORY     - 1903     MONUMENTED       USGS
 DH1159  HISTORY     - 1934     GOOD             NGS
 DH1159  HISTORY     - 1941     GOOD             NGS
 DH1159
 DH1159                          STATION DESCRIPTION
 DH1159
 DH1159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DH1159'3.1 MI E FROM IRONDALE.
 DH1159'IS LOCATED 3.1 MILES EAST OF THE CENTRAL OF GEORGIA DEPOT AT IRONDALE.
 DH1159'89 YARDS EAST OF WEEMS DEPOT.  36.5 FEET NORTH OF NORTH RAIL OF NORTH
 DH1159'TRACK.  7.5 FEET ABOVE RAIL.  ON TOP OF 4TH LAYER OF ROCK FROM GROUND,
 DH1159'ON WEST END OF NORTH ABUTMENT OF S.A.L. OVERHEAD RAILROAD BRIDGE.
 DH1159'STANDARD TABLET SET FLUSH WITH SURFACE OF ROCK.
 DH1159
 DH1159                          STATION RECOVERY (1941)
 DH1159
 DH1159'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1941
 DH1159'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1027 ***********************************************************************
 EF1027  DESIGNATION -  81
 EF1027  PID         -  EF1027
 EF1027  STATE/COUNTY-  AL/COLBERT
 EF1027  USGS QUAD   -  PRIDE (1988)
 EF1027
 EF1027                         *CURRENT SURVEY CONTROL
 EF1027  ___________________________________________________________________
 EF1027* NAD 83(1986)-  34 44 35.     (N)    087 50 38.     (W)     SCALED    
 EF1027* NAVD 88     -       126.020  (meters)     413.45   (feet)  POSTED    
 EF1027  ___________________________________________________________________
 EF1027  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EF1027  DYNAMIC HT  -         125.900 (meters)     413.06  (feet)  COMP
 EF1027  MODELED GRAV-     979,666.5   (mgal)                       NAVD 88
 EF1027
 EF1027  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1027
 EF1027.The horizontal coordinates were scaled from a topographic map and have
 EF1027.an estimated accuracy of +/- 6 seconds.
 EF1027
 EF1027.The orthometric height was determined by differential leveling
 EF1027.and adjusted by the National Geodetic Survey in 1992..
 EF1027.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1027.rate of 0.0 thru 1.0 mm/km.
 EF1027
 EF1027.The geoid height was determined by GEOID03.
 EF1027
 EF1027.The dynamic height is computed by dividing the NAVD 88
 EF1027.geopotential number by the normal gravity value computed on the
 EF1027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1027.degrees latitude (g = 980.6199 gals.).
 EF1027
 EF1027.The modeled gravity was interpolated from observed gravity values.
 EF1027
 EF1027;                    North         East    Units  Estimated Accuracy
 EF1027;SPC AL W     -   525,990.      568,510.      MT  (+/- 180 meters Scaled)
 EF1027
 EF1027                          SUPERSEDED SURVEY CONTROL
 EF1027
 EF1027  NGVD 29 (??/??/92)  126.006  (m)          413.40   (f) ADJ UNCH    1 2
 EF1027
 EF1027.Superseded values are not recommended for survey control.
 EF1027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1027.See file dsdata.txt to determine how the superseded data were derived.
 EF1027
 EF1027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD227448(NAD 83)
 EF1027_MARKER: DD = SURVEY DISK
 EF1027_SETTING: 66 = SET IN ROCK OUTCROP
 EF1027_SP_SET: ROCK LEDGE
 EF1027_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1027+STABILITY: POSITION/ELEVATION WELL
 EF1027
 EF1027  HISTORY     - Date     Condition        Report By
 EF1027  HISTORY     - UNK      MONUMENTED       USE
 EF1027  HISTORY     - 1933     GOOD             NGS
 EF1027  HISTORY     - 1950     MARK NOT FOUND   TVA
 EF1027
 EF1027                          STATION DESCRIPTION
 EF1027
 EF1027'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1027'8.50 MI NW FROM SHEFFIELD.
 EF1027'LOCATED ALONG THE LEFT BANK OF THE TENNESSEE RIVER AT MILE 218 1/2,
 EF1027'APPROXIMATELY 600 FEET DOWNSTREAM FROM LOWER END OF PRIDE BLUFF.  ON
 EF1027'UPSTREAM ONE OF 4 POINTS OF ROCK OUTCROPPING BELOW BLUFF 60 FEET FROM
 EF1027'RIVER.  ON PROJECTING POINT OF ROCK AT FOOT OF LEDGE.  NOTE-- THIS
 EF1027'BENCH MARK IS UNDER WATER.  AS NORMAL POOL FOR PICKWICK RESERVOIR.
 EF1027
 EF1027                          STATION RECOVERY (1950)
 EF1027
 EF1027'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1027'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1028 ***********************************************************************
 EF1028  DESIGNATION -  82
 EF1028  PID         -  EF1028
 EF1028  STATE/COUNTY-  AL/COLBERT
 EF1028  USGS QUAD   -  SINKING CREEK (1988)
 EF1028
 EF1028                         *CURRENT SURVEY CONTROL
 EF1028  ___________________________________________________________________
 EF1028* NAD 83(1986)-  34 45 08.     (N)    087 51 28.     (W)     SCALED    
 EF1028* NAVD 88     -       125.387  (meters)     411.37   (feet)  POSTED    
 EF1028  ___________________________________________________________________
 EF1028  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EF1028  DYNAMIC HT  -         125.270 (meters)     410.99  (feet)  COMP
 EF1028  MODELED GRAV-     979,667.0   (mgal)                       NAVD 88
 EF1028
 EF1028  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1028
 EF1028.The horizontal coordinates were scaled from a topographic map and have
 EF1028.an estimated accuracy of +/- 6 seconds.
 EF1028
 EF1028.The orthometric height was determined by differential leveling
 EF1028.and adjusted by the National Geodetic Survey in 1992..
 EF1028.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1028.rate of 0.0 thru 1.0 mm/km.
 EF1028
 EF1028.The geoid height was determined by GEOID03.
 EF1028
 EF1028.The dynamic height is computed by dividing the NAVD 88
 EF1028.geopotential number by the normal gravity value computed on the
 EF1028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1028.degrees latitude (g = 980.6199 gals.).
 EF1028
 EF1028.The modeled gravity was interpolated from observed gravity values.
 EF1028
 EF1028;                    North         East    Units  Estimated Accuracy
 EF1028;SPC AL W     -   527,020.      567,240.      MT  (+/- 180 meters Scaled)
 EF1028
 EF1028                          SUPERSEDED SURVEY CONTROL
 EF1028
 EF1028  NGVD 29 (??/??/92)  125.376  (m)          411.34   (f) ADJ UNCH    1 2
 EF1028
 EF1028.Superseded values are not recommended for survey control.
 EF1028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1028.See file dsdata.txt to determine how the superseded data were derived.
 EF1028
 EF1028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD214459(NAD 83)
 EF1028_MARKER: DB = BENCH MARK DISK
 EF1028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1028+STABILITY: SURFACE MOTION
 EF1028
 EF1028  HISTORY     - Date     Condition        Report By
 EF1028  HISTORY     - UNK      MONUMENTED       USE
 EF1028  HISTORY     - 1933     GOOD             NGS
 EF1028  HISTORY     - 1936     GOOD             TVA
 EF1028
 EF1028                          STATION DESCRIPTION
 EF1028
 EF1028'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1028'10 MI NW FROM SHEFFIELD.
 EF1028'LOCATED ALONG THE LEFT BANK OF THE TENNESSEE RIVER AT MILE 220, AT
 EF1028'MOUTH OF CANE CREEK.  ON DOWNSTREAM SIDE OF CREEK IN FENCE CORNER AND
 EF1028'UNDER 18 IN. WALNUT TREE.  APPROXIMATELY 120 FEET WEST OF CREEK BANK
 EF1028'AND 150 FEET FROM RIVER.
 EF1028
 EF1028                          STATION RECOVERY (1936)
 EF1028
 EF1028'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1936
 EF1028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0651 ***********************************************************************
 CM0651  DESIGNATION -  823 A
 CM0651  PID         -  CM0651
 CM0651  STATE/COUNTY-  AL/LEE
 CM0651  USGS QUAD   -  OPELIKA WEST (1983)
 CM0651
 CM0651                         *CURRENT SURVEY CONTROL
 CM0651  ___________________________________________________________________
 CM0651* NAD 83(1986)-  32 38 45.     (N)    085 22 45.     (W)     SCALED    
 CM0651* NAVD 88     -       250.683  (meters)     822.45   (feet)  ADJUSTED  
 CM0651  ___________________________________________________________________
 CM0651  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CM0651  DYNAMIC HT  -         250.385 (meters)     821.47  (feet)  COMP
 CM0651  MODELED GRAV-     979,444.5   (mgal)                       NAVD 88
 CM0651
 CM0651  VERT ORDER  -  FIRST     CLASS I
 CM0651
 CM0651.The horizontal coordinates were scaled from a topographic map and have
 CM0651.an estimated accuracy of +/- 6 seconds.
 CM0651
 CM0651.The orthometric height was determined by differential leveling
 CM0651.and adjusted by the National Geodetic Survey in June 1991..
 CM0651
 CM0651.The geoid height was determined by GEOID03.
 CM0651
 CM0651.The dynamic height is computed by dividing the NAVD 88
 CM0651.geopotential number by the normal gravity value computed on the
 CM0651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0651.degrees latitude (g = 980.6199 gals.).
 CM0651
 CM0651.The modeled gravity was interpolated from observed gravity values.
 CM0651
 CM0651;                    North         East    Units  Estimated Accuracy
 CM0651;SPC AL E     -   238,010.      242,610.      MT  (+/- 180 meters Scaled)
 CM0651
 CM0651                          SUPERSEDED SURVEY CONTROL
 CM0651
 CM0651  NGVD 29 (??/??/92)  250.644  (m)          822.32   (f) ADJ UNCH    1 1
 CM0651
 CM0651.Superseded values are not recommended for survey control.
 CM0651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0651.See file dsdata.txt to determine how the superseded data were derived.
 CM0651
 CM0651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB520131(NAD 83)
 CM0651_MARKER: DD = SURVEY DISK
 CM0651_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0651_SP_SET: BUILDING
 CM0651_STAMPING: 822.321 823 A
 CM0651_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0651
 CM0651  HISTORY     - Date     Condition        Report By
 CM0651  HISTORY     - UNK      MONUMENTED       USGS
 CM0651  HISTORY     - 1968     GOOD             NGS
 CM0651
 CM0651                          STATION DESCRIPTION
 CM0651
 CM0651'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0651'AT OPELIKA.
 CM0651'AT OPELIKA, AT THE COURTHOUSE, ABOUT MIDWAY BETWEEN AVENUE A AND
 CM0651'AVENUE B ALONG 9TH STREET, SET VERTICALLY IN THE SOUTHEAST FACE
 CM0651'OF THE CORNERSTONE IN THE NORTHEAST WALL OF THE COURTHOUSE, 1.7
 CM0651'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE PORCH ALONG THE
 CM0651'NORTHEAST SIDE OF THE COURTHOUSE, 4.3 FEET ABOVE THE LEVEL OF THE
 CM0651'GROUND AND ABOUT 10 FEET ABOVE THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0950 ***********************************************************************
 BU0950  DESIGNATION -  83
 BU0950  PID         -  BU0950
 BU0950  STATE/COUNTY-  AL/CONECUH
 BU0950  USGS QUAD   -  SKINNERTON (1971)
 BU0950
 BU0950                         *CURRENT SURVEY CONTROL
 BU0950  ___________________________________________________________________
 BU0950* NAD 83(1986)-  31 38 48.     (N)    087 01 56.     (W)     SCALED    
 BU0950* NAVD 88     -       158.238  (meters)     519.15   (feet)  ADJUSTED  
 BU0950  ___________________________________________________________________
 BU0950  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BU0950  DYNAMIC HT  -         158.044 (meters)     518.52  (feet)  COMP
 BU0950  MODELED GRAV-     979,409.9   (mgal)                       NAVD 88
 BU0950
 BU0950  VERT ORDER  -  SECOND    CLASS 0
 BU0950
 BU0950.The horizontal coordinates were scaled from a topographic map and have
 BU0950.an estimated accuracy of +/- 6 seconds.
 BU0950
 BU0950.The orthometric height was determined by differential leveling
 BU0950.and adjusted by the National Geodetic Survey in June 1991..
 BU0950
 BU0950.The geoid height was determined by GEOID03.
 BU0950
 BU0950.The dynamic height is computed by dividing the NAVD 88
 BU0950.geopotential number by the normal gravity value computed on the
 BU0950.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0950.degrees latitude (g = 980.6199 gals.).
 BU0950
 BU0950.The modeled gravity was interpolated from observed gravity values.
 BU0950
 BU0950;                    North         East    Units  Estimated Accuracy
 BU0950;SPC AL W     -   182,640.      644,370.      MT  (+/- 180 meters Scaled)
 BU0950
 BU0950                          SUPERSEDED SURVEY CONTROL
 BU0950
 BU0950  NGVD 29 (??/??/92)  158.217  (m)          519.08   (f) ADJ UNCH    2 0
 BU0950
 BU0950.Superseded values are not recommended for survey control.
 BU0950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0950.See file dsdata.txt to determine how the superseded data were derived.
 BU0950
 BU0950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA969012(NAD 83)
 BU0950_MARKER: DD = SURVEY DISK
 BU0950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0950_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0950_STAMPING: 83
 BU0950_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0950+STABILITY: SURFACE MOTION
 BU0950
 BU0950  HISTORY     - Date     Condition        Report By
 BU0950  HISTORY     - UNK      MONUMENTED       ALGS
 BU0950  HISTORY     - 1951     GOOD             NGS
 BU0950
 BU0950                          STATION DESCRIPTION
 BU0950
 BU0950'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0950'5.5 MI S FROM MIDWAY.
 BU0950'ABOUT 5.5 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 BU0950'STATE HIGHWAY 47 AT MIDWAY, ABOUT 0.55 MILE SOUTH OF NEW HOPE CHURCH,
 BU0950'ABOUT 0.2 MILE NORTH OF THE JUNCTION OF A ROAD WEST, AT THE JUNCTION
 BU0950'OF A DRIVE SOUTHWEST TO A FARM HOUSE, 39 FEET SOUTHWEST OF THE CENTER
 BU0950'LINE OF THE HIGHWAY, 94 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BU0950'NORTHWEST DRIVE TO HOUSE, 92 FEET NORTHWEST OF THE CENTER OF A BOARD
 BU0950'GATE ACROSS SOUTHEAST DRIVE TO HOUSE, 75 FEET NORTHWEST OF A POWER
 BU0950'POLE WITH A TRANSFORMER, 2 FEET NORTHEAST OF A BOARD FENCE, 1 FOOT
 BU0950'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 BU0950'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 BU0950'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1029 ***********************************************************************
 EF1029  DESIGNATION -  83
 EF1029  PID         -  EF1029
 EF1029  STATE/COUNTY-  AL/COLBERT
 EF1029  USGS QUAD   -  SINKING CREEK (1988)
 EF1029
 EF1029                         *CURRENT SURVEY CONTROL
 EF1029  ___________________________________________________________________
 EF1029* NAD 83(1986)-  34 45 13.     (N)    087 51 45.     (W)     SCALED    
 EF1029* NAVD 88     -       128.348  (meters)     421.09   (feet)  POSTED    
 EF1029  ___________________________________________________________________
 EF1029  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EF1029  DYNAMIC HT  -         128.220 (meters)     420.67  (feet)  COMP
 EF1029  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 EF1029
 EF1029  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1029
 EF1029.The horizontal coordinates were scaled from a topographic map and have
 EF1029.an estimated accuracy of +/- 6 seconds.
 EF1029
 EF1029.The orthometric height was determined by differential leveling
 EF1029.and adjusted by the National Geodetic Survey in 1992..
 EF1029.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1029.rate of 0.0 thru 1.0 mm/km.
 EF1029
 EF1029.The geoid height was determined by GEOID03.
 EF1029
 EF1029.The dynamic height is computed by dividing the NAVD 88
 EF1029.geopotential number by the normal gravity value computed on the
 EF1029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1029.degrees latitude (g = 980.6199 gals.).
 EF1029
 EF1029.The modeled gravity was interpolated from observed gravity values.
 EF1029
 EF1029;                    North         East    Units  Estimated Accuracy
 EF1029;SPC AL W     -   527,170.      566,810.      MT  (+/- 180 meters Scaled)
 EF1029
 EF1029                          SUPERSEDED SURVEY CONTROL
 EF1029
 EF1029  NGVD 29 (??/??/92)  128.337  (m)          421.05   (f) ADJ UNCH    1 2
 EF1029
 EF1029.Superseded values are not recommended for survey control.
 EF1029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1029.See file dsdata.txt to determine how the superseded data were derived.
 EF1029
 EF1029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD210460(NAD 83)
 EF1029_MARKER: DB = BENCH MARK DISK
 EF1029_SETTING: 66 = SET IN ROCK OUTCROP
 EF1029_SP_SET: ROCK BLUFF
 EF1029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1029+STABILITY: POSITION/ELEVATION WELL
 EF1029
 EF1029  HISTORY     - Date     Condition        Report By
 EF1029  HISTORY     - UNK      MONUMENTED       USE
 EF1029  HISTORY     - 1933     GOOD             NGS
 EF1029  HISTORY     - 1934     GOOD             NGS
 EF1029  HISTORY     - 1973     GOOD             TVA
 EF1029
 EF1029                          STATION DESCRIPTION
 EF1029
 EF1029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1029'10 MI NW FROM SHEFFIELD.
 EF1029'LOCATED ALONG THE LEFT BANK OF THE TENNESSEE RIVER AT MILE 220,
 EF1029'APPROXIMATELY 1/4 MILE UPSTREAM FROM MOUTH OF CANE CREEK.  ON LEFT
 EF1029'BANK OF CREEK AT FOOT OF BLUFF.  ON DOWNSTREAM SIDE OF SMALL DRAIN. IN
 EF1029'ROCK POINT JUST BELOW 10 IN. DOGWOOD TREE.  NOTE-- MARK IS 15 FEET
 EF1029'NORTH OF CENTERLINE BRANCH AND RAVINE.  5 FEET EAST OF A BLAZED
 EF1029'CATAWBA TREE.  AND ABOUT 70 FEET WEST OF CANE CREEK.
 EF1029
 EF1029                          STATION RECOVERY (1934)
 EF1029
 EF1029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1934
 EF1029'RECOVERED IN GOOD CONDITION.
 EF1029
 EF1029                          STATION RECOVERY (1973)
 EF1029
 EF1029'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1029'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0948 ***********************************************************************
 BU0948  DESIGNATION -  84
 BU0948  PID         -  BU0948
 BU0948  STATE/COUNTY-  AL/CONECUH
 BU0948  USGS QUAD   -  SKINNERTON (1971)
 BU0948
 BU0948                         *CURRENT SURVEY CONTROL
 BU0948  ___________________________________________________________________
 BU0948* NAD 83(1986)-  31 39 48.     (N)    087 02 29.     (W)     SCALED    
 BU0948* NAVD 88     -       161.941  (meters)     531.30   (feet)  ADJUSTED  
 BU0948  ___________________________________________________________________
 BU0948  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BU0948  DYNAMIC HT  -         161.743 (meters)     530.65  (feet)  COMP
 BU0948  MODELED GRAV-     979,411.7   (mgal)                       NAVD 88
 BU0948
 BU0948  VERT ORDER  -  SECOND    CLASS 0
 BU0948
 BU0948.The horizontal coordinates were scaled from a topographic map and have
 BU0948.an estimated accuracy of +/- 6 seconds.
 BU0948
 BU0948.The orthometric height was determined by differential leveling
 BU0948.and adjusted by the National Geodetic Survey in June 1991..
 BU0948
 BU0948.The geoid height was determined by GEOID03.
 BU0948
 BU0948.The dynamic height is computed by dividing the NAVD 88
 BU0948.geopotential number by the normal gravity value computed on the
 BU0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0948.degrees latitude (g = 980.6199 gals.).
 BU0948
 BU0948.The modeled gravity was interpolated from observed gravity values.
 BU0948
 BU0948;                    North         East    Units  Estimated Accuracy
 BU0948;SPC AL W     -   184,490.      643,490.      MT  (+/- 180 meters Scaled)
 BU0948
 BU0948                          SUPERSEDED SURVEY CONTROL
 BU0948
 BU0948  NGVD 29 (??/??/92)  161.917  (m)          531.22   (f) ADJ UNCH    2 0
 BU0948
 BU0948.Superseded values are not recommended for survey control.
 BU0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0948.See file dsdata.txt to determine how the superseded data were derived.
 BU0948
 BU0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA960031(NAD 83)
 BU0948_MARKER: DD = SURVEY DISK
 BU0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0948_STAMPING: 84
 BU0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0948+STABILITY: SURFACE MOTION
 BU0948
 BU0948  HISTORY     - Date     Condition        Report By
 BU0948  HISTORY     - UNK      MONUMENTED       ALGS
 BU0948  HISTORY     - 1951     GOOD             NGS
 BU0948
 BU0948                          STATION DESCRIPTION
 BU0948
 BU0948'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0948'4.25 MI S FROM MIDWAY.
 BU0948'ABOUT 4.25 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 BU0948'STATE HIGHWAY 47 AT MIDWAY, ABOUT 0.3 MILE SOUTHEAST OF A SIDE ROAD
 BU0948'WEST, ABOUT 0.1 MILE NORTHWEST OF THE MT. PLEASANT CHURCH AND
 BU0948'CEMETERY, 99 FEET SOUTHWEST AND ACROSS THE HIGHWAY FROM THE SOUTHWEST
 BU0948'CORNER OF AN UNPAINTED HOUSE, 39 FEET SOUTHWEST OF THE CENTER LINE OF
 BU0948'THE HIGHWAY, 8 1/2 FEET WEST-NORTHWEST OF A POWER POLE WITH A
 BU0948'TRANSFORMER, 1 FOOT NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A
 BU0948'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN
 BU0948'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1030 ***********************************************************************
 EF1030  DESIGNATION -  84
 EF1030  PID         -  EF1030
 EF1030  STATE/COUNTY-  AL/COLBERT
 EF1030  USGS QUAD   -  CHEROKEE (1988)
 EF1030
 EF1030                         *CURRENT SURVEY CONTROL
 EF1030  ___________________________________________________________________
 EF1030* NAD 83(1986)-  34 46 32.     (N)    087 53 21.     (W)     SCALED    
 EF1030* NAVD 88     -       125.430  (meters)     411.51   (feet)  POSTED    
 EF1030  ___________________________________________________________________
 EF1030  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EF1030  DYNAMIC HT  -         125.310 (meters)     411.12  (feet)  COMP
 EF1030  MODELED GRAV-     979,671.0   (mgal)                       NAVD 88
 EF1030
 EF1030  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1030
 EF1030.The horizontal coordinates were scaled from a topographic map and have
 EF1030.an estimated accuracy of +/- 6 seconds.
 EF1030
 EF1030.The orthometric height was determined by differential leveling
 EF1030.and adjusted by the National Geodetic Survey in 1992..
 EF1030.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1030.rate of 0.0 thru 1.0 mm/km.
 EF1030
 EF1030.The geoid height was determined by GEOID03.
 EF1030
 EF1030.The dynamic height is computed by dividing the NAVD 88
 EF1030.geopotential number by the normal gravity value computed on the
 EF1030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1030.degrees latitude (g = 980.6199 gals.).
 EF1030
 EF1030.The modeled gravity was interpolated from observed gravity values.
 EF1030
 EF1030;                    North         East    Units  Estimated Accuracy
 EF1030;SPC AL W     -   529,610.      564,380.      MT  (+/- 180 meters Scaled)
 EF1030
 EF1030                          SUPERSEDED SURVEY CONTROL
 EF1030
 EF1030  NGVD 29 (??/??/92)  125.424  (m)          411.50   (f) ADJ UNCH    1 2
 EF1030
 EF1030.Superseded values are not recommended for survey control.
 EF1030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1030.See file dsdata.txt to determine how the superseded data were derived.
 EF1030
 EF1030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD186485(NAD 83)
 EF1030_MARKER: DD = SURVEY DISK
 EF1030_SETTING: 0 = UNSPECIFIED SETTING
 EF1030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1030
 EF1030  HISTORY     - Date     Condition        Report By
 EF1030  HISTORY     - UNK      MONUMENTED       USE
 EF1030  HISTORY     - 1934     GOOD             NGS
 EF1030  HISTORY     - 1936     GOOD             TVA
 EF1030
 EF1030                          STATION DESCRIPTION
 EF1030
 EF1030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF1030'12.50 MI NW FROM SHEFFIELD.
 EF1030'ABOUT 12 1/2 MILES DOWNSTREAM FROM SHEFFIELD, COLBERT COUNTY ON THE
 EF1030'LEFT BANK OF TENNESSEE RIVER AT MILEAGE 222 1/2 AT THE MOUTH OF
 EF1030'MULBERRY CREEK, ABOUT 300 YARDS FROM RIVER AT FOOT OF HILL AND EDGE OF
 EF1030'FIELD, 15 FEET SOUTH FROM ROAD LEADING TO RIVER, ABOUT 55 FEET NORTH
 EF1030'OF MULBERRY CREEK, AND 40 FEET NORTHWEST OF A 36-INCH RED OAK TREE. A
 EF1030'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, PROJECTING 4 INCHES
 EF1030'ABOVE THE GROUND.
 EF1030
 EF1030                          STATION RECOVERY (1936)
 EF1030
 EF1030'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1936
 EF1030'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1385 ***********************************************************************
 DG1385  DESIGNATION -  846
 DG1385  PID         -  DG1385
 DG1385  STATE/COUNTY-  AL/RANDOLPH
 DG1385  USGS QUAD   -  ROANOKE WEST (1983)
 DG1385
 DG1385                         *CURRENT SURVEY CONTROL
 DG1385  ___________________________________________________________________
 DG1385* NAD 83(1986)-  33 09 08.     (N)    085 22 31.     (W)     SCALED    
 DG1385* NAVD 88     -       258.368  (meters)     847.66   (feet)  ADJUSTED  
 DG1385  ___________________________________________________________________
 DG1385  GEOID HEIGHT-         -29.28  (meters)                     GEOID03
 DG1385  DYNAMIC HT  -         258.069 (meters)     846.68  (feet)  COMP
 DG1385  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 DG1385
 DG1385  VERT ORDER  -  SECOND    CLASS 0
 DG1385
 DG1385.The horizontal coordinates were scaled from a topographic map and have
 DG1385.an estimated accuracy of +/- 6 seconds.
 DG1385
 DG1385.The orthometric height was determined by differential leveling
 DG1385.and adjusted by the National Geodetic Survey in June 1991..
 DG1385
 DG1385.The geoid height was determined by GEOID03.
 DG1385
 DG1385.The dynamic height is computed by dividing the NAVD 88
 DG1385.geopotential number by the normal gravity value computed on the
 DG1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1385.degrees latitude (g = 980.6199 gals.).
 DG1385
 DG1385.The modeled gravity was interpolated from observed gravity values.
 DG1385
 DG1385;                    North         East    Units  Estimated Accuracy
 DG1385;SPC AL E     -   294,170.      242,730.      MT  (+/- 180 meters Scaled)
 DG1385
 DG1385                          SUPERSEDED SURVEY CONTROL
 DG1385
 DG1385  NGVD 29 (??/??/92)  258.311  (m)          847.48   (f) ADJ UNCH    2 0
 DG1385
 DG1385.Superseded values are not recommended for survey control.
 DG1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1385.See file dsdata.txt to determine how the superseded data were derived.
 DG1385
 DG1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB515693(NAD 83)
 DG1385_MARKER: DD = SURVEY DISK
 DG1385_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1385_SP_SET: WALL
 DG1385_STAMPING: ANNISTON 846
 DG1385_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1385_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG1385+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 DG1385
 DG1385  HISTORY     - Date     Condition        Report By
 DG1385  HISTORY     - UNK      MONUMENTED       USGS
 DG1385  HISTORY     - 1934     GOOD             NGS
 DG1385  HISTORY     - 20040412 GOOD             ALHD
 DG1385
 DG1385                          STATION DESCRIPTION
 DG1385
 DG1385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 DG1385'AT ROANOKE.
 DG1385'AT ROANOKE, RANDOLPH COUNTY, AT THE INTERSECTION OF MAIN AND
 DG1385'WEDOWEE STREETS, 5 FEET SOUTH OF THE SOUTH CURB AND 2.7 FEET
 DG1385'HIGHER THAN WEDOWEE STREET, AND 1 FOOT WEST OF THE NORTHEAST
 DG1385'CORNER OF THE ROANOKE MOTOR CO. BUILDING.  A STANDARD DISK,
 DG1385'STAMPED ANNISTON 846 AND SET VERTICALLY.
 DG1385
 DG1385                          STATION RECOVERY (2004)
 DG1385
 DG1385'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 DG1385'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0954 ***********************************************************************
 BU0954  DESIGNATION -  85
 BU0954  PID         -  BU0954
 BU0954  STATE/COUNTY-  AL/CONECUH
 BU0954  USGS QUAD   -  SKINNERTON (1971)
 BU0954
 BU0954                         *CURRENT SURVEY CONTROL
 BU0954  ___________________________________________________________________
 BU0954* NAD 83(1986)-  31 40 21.     (N)    087 03 09.     (W)     SCALED    
 BU0954* NAVD 88     -       163.725  (meters)     537.15   (feet)  ADJUSTED  
 BU0954  ___________________________________________________________________
 BU0954  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BU0954  DYNAMIC HT  -         163.524 (meters)     536.50  (feet)  COMP
 BU0954  MODELED GRAV-     979,412.6   (mgal)                       NAVD 88
 BU0954
 BU0954  VERT ORDER  -  SECOND    CLASS 0
 BU0954
 BU0954.The horizontal coordinates were scaled from a topographic map and have
 BU0954.an estimated accuracy of +/- 6 seconds.
 BU0954
 BU0954.The orthometric height was determined by differential leveling
 BU0954.and adjusted by the National Geodetic Survey in June 1991..
 BU0954
 BU0954.The geoid height was determined by GEOID03.
 BU0954
 BU0954.The dynamic height is computed by dividing the NAVD 88
 BU0954.geopotential number by the normal gravity value computed on the
 BU0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0954.degrees latitude (g = 980.6199 gals.).
 BU0954
 BU0954.The modeled gravity was interpolated from observed gravity values.
 BU0954
 BU0954;                    North         East    Units  Estimated Accuracy
 BU0954;SPC AL W     -   185,500.      642,430.      MT  (+/- 180 meters Scaled)
 BU0954
 BU0954                          SUPERSEDED SURVEY CONTROL
 BU0954
 BU0954  NGVD 29 (??/??/92)  163.70   (m)          537.1    (f) COMPUTED    2 0
 BU0954
 BU0954.Superseded values are not recommended for survey control.
 BU0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0954.See file dsdata.txt to determine how the superseded data were derived.
 BU0954
 BU0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA950041(NAD 83)
 BU0954_MARKER: DD = SURVEY DISK
 BU0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0954_STAMPING: 85
 BU0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0954+STABILITY: SURFACE MOTION
 BU0954
 BU0954  HISTORY     - Date     Condition        Report By
 BU0954  HISTORY     - UNK      MONUMENTED       ALGS
 BU0954  HISTORY     - 1951     GOOD             NGS
 BU0954
 BU0954                          STATION DESCRIPTION
 BU0954
 BU0954'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0954'3.4 MI S FROM MIDWAY.
 BU0954'ABOUT 3.4 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 BU0954'STATE HIGHWAY 47 AT MIDWAY, ABOUT 0.95 MILE NORTHWEST OF MT. PLEASANT
 BU0954'CHURCH AND CEMETERY, AT AN UNPAINTED FARM HOUSE, 37 FEET NORTHEAST OF
 BU0954'THE CENTER LINE OF THE HIGHWAY, 124 FEET WEST OF THE ROCK CHIMNEY OF
 BU0954'HOUSE, 26 FEET SOUTHEAST OF A POWER POLE ON BRANCH LINE TO HOUSE, 37
 BU0954'FEET SOUTHWEST OF A 30-INCH POST OAK TREE, 1 FOOT SOUTHWEST OF A WHITE
 BU0954'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 BU0954'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1031 ***********************************************************************
 EF1031  DESIGNATION -  85
 EF1031  PID         -  EF1031
 EF1031  STATE/COUNTY-  AL/COLBERT
 EF1031  USGS QUAD   -  CHEROKEE (1988)
 EF1031
 EF1031                         *CURRENT SURVEY CONTROL
 EF1031  ___________________________________________________________________
 EF1031* NAD 83(1986)-  34 47 50.     (N)    087 55 09.     (W)     SCALED    
 EF1031* NAVD 88     -       128.012  (meters)     419.99   (feet)  POSTED    
 EF1031  ___________________________________________________________________
 EF1031  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EF1031  DYNAMIC HT  -         127.890 (meters)     419.59  (feet)  COMP
 EF1031  MODELED GRAV-     979,673.5   (mgal)                       NAVD 88
 EF1031
 EF1031  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1031
 EF1031.The horizontal coordinates were scaled from a topographic map and have
 EF1031.an estimated accuracy of +/- 6 seconds.
 EF1031
 EF1031.The orthometric height was determined by differential leveling
 EF1031.and adjusted by the National Geodetic Survey in 1992..
 EF1031.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1031.rate of 0.0 thru 1.0 mm/km.
 EF1031
 EF1031.The geoid height was determined by GEOID03.
 EF1031
 EF1031.The dynamic height is computed by dividing the NAVD 88
 EF1031.geopotential number by the normal gravity value computed on the
 EF1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1031.degrees latitude (g = 980.6199 gals.).
 EF1031
 EF1031.The modeled gravity was interpolated from observed gravity values.
 EF1031
 EF1031;                    North         East    Units  Estimated Accuracy
 EF1031;SPC AL W     -   532,030.      561,640.      MT  (+/- 180 meters Scaled)
 EF1031
 EF1031                          SUPERSEDED SURVEY CONTROL
 EF1031
 EF1031  NGVD 29 (??/??/92)  128.012  (m)          419.99   (f) ADJ UNCH    1 2
 EF1031
 EF1031.Superseded values are not recommended for survey control.
 EF1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1031.See file dsdata.txt to determine how the superseded data were derived.
 EF1031
 EF1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD159509(NAD 83)
 EF1031_MARKER: DD = SURVEY DISK
 EF1031_SETTING: 66 = SET IN ROCK OUTCROP
 EF1031_SP_SET: ROCK OUTCROP
 EF1031_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1031+STABILITY: POSITION/ELEVATION WELL
 EF1031
 EF1031  HISTORY     - Date     Condition        Report By
 EF1031  HISTORY     - UNK      MONUMENTED       USE
 EF1031  HISTORY     - 1950     GOOD             TVA
 EF1031  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF1031
 EF1031                          STATION DESCRIPTION
 EF1031
 EF1031'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EF1031'15 MI NW FROM SHEFFIELD.
 EF1031'ABOUT 15 MILES DOWNSTREAM FROM SHEFFIELD, COLBERT COUNTY, ON THE LEFT
 EF1031'BANK OF TENNESSEE RIVER AT MILEAGE 225, AT BENSONS OLD LANDING,
 EF1031'OPPOSITE THE LOWER END OF THE CREST DIKE AT ROGERS ISLAND, (NATIVELY
 EF1031'KNOWN AS COUGERS ISLAND), ABOUT 200 FEET SOUTH OF THE RIVER, ABOUT 210
 EF1031'FEET WEST OF A HOLLOW, 150 FEET SOUTHEAST OF A HOLLOW AND SPRING, 40
 EF1031'FEET DOWNSTREAM FROM A BLAZED 22-INCH ASH TREE, AND IN THE POINT OF A
 EF1031'LIMESTONE OUTCROP.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK.
 EF1031
 EF1031                          STATION RECOVERY (1973)
 EF1031
 EF1031'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1031'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0858 ***********************************************************************
 EF0858  DESIGNATION -  850.3
 EF0858  PID         -  EF0858
 EF0858  STATE/COUNTY-  AL/WINSTON
 EF0858  USGS QUAD   -  GRAYSON (1976)
 EF0858
 EF0858                         *CURRENT SURVEY CONTROL
 EF0858  ___________________________________________________________________
 EF0858* NAD 83(1986)-  34 15 56.     (N)    087 19 14.     (W)     SCALED    
 EF0858* NAVD 88     -       259.523  (meters)     851.45   (feet)  ADJUSTED  
 EF0858  ___________________________________________________________________
 EF0858  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 EF0858  DYNAMIC HT  -         259.270 (meters)     850.62  (feet)  COMP
 EF0858  MODELED GRAV-     979,650.7   (mgal)                       NAVD 88
 EF0858
 EF0858  VERT ORDER  -  SECOND    CLASS 0
 EF0858
 EF0858.The horizontal coordinates were scaled from a topographic map and have
 EF0858.an estimated accuracy of +/- 6 seconds.
 EF0858
 EF0858.The orthometric height was determined by differential leveling
 EF0858.and adjusted by the National Geodetic Survey in June 1991..
 EF0858
 EF0858.The geoid height was determined by GEOID03.
 EF0858
 EF0858.The dynamic height is computed by dividing the NAVD 88
 EF0858.geopotential number by the normal gravity value computed on the
 EF0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0858.degrees latitude (g = 980.6199 gals.).
 EF0858
 EF0858.The modeled gravity was interpolated from observed gravity values.
 EF0858
 EF0858;                    North         East    Units  Estimated Accuracy
 EF0858;SPC AL W     -   472,990.      616,530.      MT  (+/- 180 meters Scaled)
 EF0858
 EF0858                          SUPERSEDED SURVEY CONTROL
 EF0858
 EF0858  NGVD 29 (??/??/92)  259.494  (m)          851.36   (f) ADJ UNCH    2 0
 EF0858
 EF0858.Superseded values are not recommended for survey control.
 EF0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0858.See file dsdata.txt to determine how the superseded data were derived.
 EF0858
 EF0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC704916(NAD 83)
 EF0858_MARKER: N = NAIL
 EF0858_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0858_SP_SET: OAK TREE
 EF0858_STAMPING: USBM 850.3
 EF0858_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0858
 EF0858  HISTORY     - Date     Condition        Report By
 EF0858  HISTORY     - UNK      MONUMENTED       USGS
 EF0858  HISTORY     - 1934     GOOD             NGS
 EF0858
 EF0858                          STATION DESCRIPTION
 EF0858
 EF0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0858'16.9 MI S FROM MOULTON.
 EF0858'IN WINSTON COUNTY, 16.9 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE
 EF0858'TOWN SQUARE AT MOULTON, LAWRENCE COUNTY, 2.1 MILES NORTH OF MORELAND
 EF0858'SCHOOL, 140 FEET NORTH OF THE INTERSECTION OF THE OLD AND NEW
 EF0858'HIGHWAYS, 30 FEET WEST OF THE NEW HIGHWAY, AND IN THE SOUTHEAST ROOT
 EF0858'OF A 12-INCH RED OAK TREE PAINTED USBM 850.3.  A UNITED STATES
 EF0858'GEOLOGICAL SURVEY STANDARD COPPER NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2188 ***********************************************************************
 DG2188  DESIGNATION -  851
 DG2188  PID         -  DG2188
 DG2188  STATE/COUNTY-  AL/CHAMBERS
 DG2188  USGS QUAD   -  FIVE POINTS (1983)
 DG2188
 DG2188                         *CURRENT SURVEY CONTROL
 DG2188  ___________________________________________________________________
 DG2188* NAD 83(1992)-  33 03 26.13331(N)    085 19 54.30964(W)     ADJUSTED  
 DG2188* NAVD 88     -       260.004  (meters)     853.03   (feet)  ADJUSTED  
 DG2188  ___________________________________________________________________
 DG2188  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DG2188  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG2188  DYNAMIC HT  -         259.702 (meters)     852.04  (feet)  COMP
 DG2188  MODELED GRAV-     979,468.2   (mgal)                       NAVD 88
 DG2188
 DG2188  HORZ ORDER  -  SECOND
 DG2188  VERT ORDER  -  SECOND    CLASS 0
 DG2188
 DG2188.The horizontal coordinates were established by classical geodetic methods
 DG2188.and adjusted by the National Geodetic Survey in September 1997..
 DG2188
 DG2188.The orthometric height was determined by differential leveling
 DG2188.and adjusted by the National Geodetic Survey in June 1991..
 DG2188
 DG2188.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG2188
 DG2188.The geoid height was determined by GEOID03.
 DG2188
 DG2188.The dynamic height is computed by dividing the NAVD 88
 DG2188.geopotential number by the normal gravity value computed on the
 DG2188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2188.degrees latitude (g = 980.6199 gals.).
 DG2188
 DG2188.The modeled gravity was interpolated from observed gravity values.
 DG2188
 DG2188;                    North         East     Units Scale Factor Converg.
 DG2188;SPC AL E     -   283,657.147   246,842.394   MT  0.99998704   +0 16 25.0
 DG2188;SPC GA W     -   339,554.556   591,197.171   MT  1.00004592   -0 38 08.1
 DG2188;SPC GA W     - 1,114,021.91  1,939,619.39   sFT  1.00004592   -0 38 08.1
 DG2188;UTM  16      - 3,658,871.780   655,748.956   MT  0.99989910   +0 54 36.6
 DG2188
 DG2188!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG2188!SPC AL E     -   0.99996377  x   0.99998704  =   0.99995081
 DG2188!SPC GA W     -   0.99996377  x   1.00004592  =   1.00000969
 DG2188!UTM  16      -   0.99996377  x   0.99989910  =   0.99986288
 DG2188
 DG2188                          SUPERSEDED SURVEY CONTROL
 DG2188
 DG2188  NAD 83(1992)-  33 03 26.13362(N)    085 19 54.31101(W) AD(       ) 2
 DG2188  NAD 83(1986)-  33 03 26.13823(N)    085 19 54.30720(W) AD(       ) 2
 DG2188  NAD 27      -  33 03 25.69700(N)    085 19 54.49800(W) AD(       ) 2
 DG2188  NGVD 29 (??/??/92)  259.95   (m)          852.9    (f) COMPUTED    2 0
 DG2188
 DG2188.Superseded values are not recommended for survey control.
 DG2188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2188.See file dsdata.txt to determine how the superseded data were derived.
 DG2188
 DG2188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5574958872(NAD 83)
 DG2188_MARKER: DB = BENCH MARK DISK
 DG2188_SETTING: 0 = UNSPECIFIED SETTING
 DG2188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2188
 DG2188  HISTORY     - Date     Condition        Report By
 DG2188  HISTORY     - 1941     MONUMENTED       USGS
 DG2188  HISTORY     - 20030711 MARK NOT FOUND   JCLS
 DG2188
 DG2188                          STATION DESCRIPTION
 DG2188
 DG2188'DESCRIBED BY US GEOLOGICAL SURVEY 1941
 DG2188'THE STATION IS LOCATED ABOUT 6.5 MILES
 DG2188'EAST-SOUTHEAST OF ROANOKE, IN THE VILLAGE OF STROUD ON LAND OWNED
 DG2188'BY MR. EARLE, 400 FEET NORTH OF A POINT ON U.S. HIGHWAY 431 WHERE
 DG2188'IT CROSSES THE RAILROAD TRACKS AT THE SITE OF THE RAILROAD DEPOT
 DG2188'IN STROUD IN THE NORTH EDGE OF A LARGE WHITE HOUSE OWNED BY MR.
 DG2188'EARLE.
 DG2188'
 DG2188'THE U.S. GEOLOGICAL SURVEY BENCH MARK IS LOCATED ON THE PROPERTY OF
 DG2188'THE CENTRAL OF GEORGIA RAILROAD, 2 FEET S OF THE DEPOT PLATFORM.
 DG2188'IT IS STAMPED U.S.G.S. BENCH MARK, ANNISTON, ELEVATION, 851 FEET.
 DG2188
 DG2188                          STATION RECOVERY (2003)
 DG2188
 DG2188'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DG2188'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1032 ***********************************************************************
 EF1032  DESIGNATION -  86
 EF1032  PID         -  EF1032
 EF1032  STATE/COUNTY-  AL/COLBERT
 EF1032  USGS QUAD   -  CHEROKEE (1988)
 EF1032
 EF1032                         *CURRENT SURVEY CONTROL
 EF1032  ___________________________________________________________________
 EF1032* NAD 83(1986)-  34 50 11.     (N)    087 56 27.     (W)     SCALED    
 EF1032* NAVD 88     -       135.493  (meters)     444.53   (feet)  POSTED    
 EF1032  ___________________________________________________________________
 EF1032  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EF1032  DYNAMIC HT  -         135.360 (meters)     444.09  (feet)  COMP
 EF1032  MODELED GRAV-     979,677.3   (mgal)                       NAVD 88
 EF1032
 EF1032  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EF1032
 EF1032.The horizontal coordinates were scaled from a topographic map and have
 EF1032.an estimated accuracy of +/- 6 seconds.
 EF1032
 EF1032.The orthometric height was determined by differential leveling
 EF1032.and adjusted by the National Geodetic Survey in 1992..
 EF1032.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EF1032.rate of 2.1 thru 3.0 mm/km.
 EF1032
 EF1032.The geoid height was determined by GEOID03.
 EF1032
 EF1032.The dynamic height is computed by dividing the NAVD 88
 EF1032.geopotential number by the normal gravity value computed on the
 EF1032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1032.degrees latitude (g = 980.6199 gals.).
 EF1032
 EF1032.The modeled gravity was interpolated from observed gravity values.
 EF1032
 EF1032;                    North         East    Units  Estimated Accuracy
 EF1032;SPC AL W     -   536,380.      559,680.      MT  (+/- 180 meters Scaled)
 EF1032
 EF1032                          SUPERSEDED SURVEY CONTROL
 EF1032
 EF1032  NGVD 29 (??/??/92)  135.48   (m)          444.5    (f) COMPUTED    1 2
 EF1032
 EF1032.Superseded values are not recommended for survey control.
 EF1032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1032.See file dsdata.txt to determine how the superseded data were derived.
 EF1032
 EF1032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD139553(NAD 83)
 EF1032_MARKER: DD = SURVEY DISK
 EF1032_SETTING: 66 = SET IN ROCK OUTCROP
 EF1032_SP_SET: ROCK OUTCROP
 EF1032_STAMPING: 86
 EF1032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1032+STABILITY: POSITION/ELEVATION WELL
 EF1032
 EF1032  HISTORY     - Date     Condition        Report By
 EF1032  HISTORY     - UNK      MONUMENTED       USE
 EF1032  HISTORY     - 1959     GOOD             NGS
 EF1032  HISTORY     - 1973     GOOD             TVA
 EF1032
 EF1032                          STATION DESCRIPTION
 EF1032
 EF1032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EF1032'6.65 MI NE FROM CHEROKEE.
 EF1032'ABOUT 5.15 MILES NORTH ALONG COUNTY ROAD 15 FROM THE CROSSING OF THE
 EF1032'SOUTHERN RAILWAY AT CHEROKEE, THENCE ABOUT 0.1 MILE NORTH ALONG A
 EF1032'BLACK TOP ROAD, THENCE ABOUT 1.3 MILES EAST AND NORTHEAST ALONG A
 EF1032'GRAVEL ROAD LEADING TO GEORGETOWN LANDING, THENCE ABOUT 0.1 MILE
 EF1032'SOUTHEAST ALONG THE SOUTHWEST (LEFT) BANK OF TENNESSEE RIVER, ABOUT
 EF1032'1000 FEET SOUTHEAST OF COLBERT CREEK, 115 YARDS SOUTHEAST OF THE
 EF1032'SOUTHEAST EDGE OF THE FIRST RAVINE OR HOLLOW SOUTHEAST OF COLBERT
 EF1032'CREEK, ABOUT 40 FEET ABOVE THE RIVER, 40 FEET SOUTH OF A 30-INCH
 EF1032'POPLAR TREE, 15 FEET NORTH OF A 18-INCH WATER MAPLE TREE, AND IN TOP
 EF1032'OF A LIME STONE OUTCROP PROJECTING FROM HILLSIDE.
 EF1032
 EF1032                          STATION RECOVERY (1973)
 EF1032
 EF1032'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1033 ***********************************************************************
 EF1033  DESIGNATION -  87
 EF1033  PID         -  EF1033
 EF1033  STATE/COUNTY-  AL/COLBERT
 EF1033  USGS QUAD   -  CHEROKEE (1988)
 EF1033
 EF1033                         *CURRENT SURVEY CONTROL
 EF1033  ___________________________________________________________________
 EF1033* NAD 83(1986)-  34 50 25.     (N)    087 56 39.     (W)     SCALED    
 EF1033* NAVD 88     -       123.918  (meters)     406.55   (feet)  POSTED    
 EF1033  ___________________________________________________________________
 EF1033  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EF1033  DYNAMIC HT  -         123.800 (meters)     406.17  (feet)  COMP
 EF1033  MODELED GRAV-     979,677.7   (mgal)                       NAVD 88
 EF1033
 EF1033  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1033
 EF1033.The horizontal coordinates were scaled from a topographic map and have
 EF1033.an estimated accuracy of +/- 6 seconds.
 EF1033
 EF1033.The orthometric height was determined by differential leveling
 EF1033.and adjusted by the National Geodetic Survey in 1992..
 EF1033.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1033.rate of 0.0 thru 1.0 mm/km.
 EF1033
 EF1033.The geoid height was determined by GEOID03.
 EF1033
 EF1033.The dynamic height is computed by dividing the NAVD 88
 EF1033.geopotential number by the normal gravity value computed on the
 EF1033.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1033.degrees latitude (g = 980.6199 gals.).
 EF1033
 EF1033.The modeled gravity was interpolated from observed gravity values.
 EF1033
 EF1033;                    North         East    Units  Estimated Accuracy
 EF1033;SPC AL W     -   536,810.      559,380.      MT  (+/- 180 meters Scaled)
 EF1033
 EF1033                          SUPERSEDED SURVEY CONTROL
 EF1033
 EF1033  NGVD 29 (??/??/92)  123.925  (m)          406.58   (f) ADJ UNCH    1 2
 EF1033
 EF1033.Superseded values are not recommended for survey control.
 EF1033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1033.See file dsdata.txt to determine how the superseded data were derived.
 EF1033
 EF1033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD136557(NAD 83)
 EF1033_MARKER: DD = SURVEY DISK
 EF1033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1033_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1033+STABILITY: SURFACE MOTION
 EF1033
 EF1033  HISTORY     - Date     Condition        Report By
 EF1033  HISTORY     - UNK      MONUMENTED       USE
 EF1033  HISTORY     - 1933     GOOD             NGS
 EF1033  HISTORY     - 1936     GOOD             TVA
 EF1033
 EF1033                          STATION DESCRIPTION
 EF1033
 EF1033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1033'17.75 MI NW FROM SHEFFIELD.
 EF1033'LOCATED ALONG THE LEFT BANK OF THE TENNESSEE RIVER AT MILE 227 3/4, AT
 EF1033'GEORGETOWN LDG.  APPROX. 60 FEET DOWNSTREAM FROM MOUTH OF COLBERT
 EF1033'CREEK, AND 70 FEET FROM RIVER.  ON TOP OF BANK AT EDGE OF ROAD.
 EF1033
 EF1033                          STATION RECOVERY (1936)
 EF1033
 EF1033'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1936
 EF1033'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2034 ***********************************************************************
 BU2034  DESIGNATION -  87.19
 BU2034  PID         -  BU2034
 BU2034  STATE/COUNTY-  AL/WILCOX
 BU2034  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU2034
 BU2034                         *CURRENT SURVEY CONTROL
 BU2034  ___________________________________________________________________
 BU2034* NAD 83(1986)-  31 57 22.     (N)    087 20 15.     (W)     SCALED    
 BU2034* NAVD 88     -        26.60   (meters)      87.3    (feet)  RESET     
 BU2034  ___________________________________________________________________
 BU2034  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BU2034
 BU2034  VERT ORDER  -  THIRD
 BU2034
 BU2034.The horizontal coordinates were scaled from a topographic map and have
 BU2034.an estimated accuracy of +/- 6 seconds.
 BU2034
 BU2034.The orthometric height was computed from unverified reset data.
 BU2034.No vertical observational check was made to the station.
 BU2034
 BU2034.The geoid height was determined by GEOID03.
 BU2034
 BU2034;                    North         East    Units  Estimated Accuracy
 BU2034;SPC AL W     -   216,870.      615,360.      MT  (+/- 180 meters Scaled)
 BU2034
 BU2034                          SUPERSEDED SURVEY CONTROL
 BU2034
 BU2034  NGVD 29 (11/20/03)   26.57   (m)           87.2    (f) RESET       3  
 BU2034
 BU2034.Superseded values are not recommended for survey control.
 BU2034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2034.See file dsdata.txt to determine how the superseded data were derived.
 BU2034
 BU2034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA681356(NAD 83)
 BU2034_MARKER: DD = SURVEY DISK
 BU2034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU2034_SP_SET: BRIDGE
 BU2034_STAMPING: ELEV 87.19 AHD
 BU2034_MARK LOGO: ALHD  
 BU2034_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU2034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2034+STABILITY: SURFACE MOTION
 BU2034
 BU2034  HISTORY     - Date     Condition        Report By
 BU2034  HISTORY     - UNK      MONUMENTED       ALHD
 BU2034  HISTORY     - 19891203 GOOD             ALHD
 BU2034
 BU2034                          STATION DESCRIPTION
 BU2034
 BU2034'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2034'FROM THE COURT HOUSE IN CAMDEN DRIVE ABOUT 3.8 MI (6.1 KM) SOUTHWEST
 BU2034'ALONG ALA 41 TO THE CONCRETE BRIDGE OVER PURSLEY CREEK AND THE
 BU2034'STATION IN THE TOP OF THE NORTHWEST WALL AT THE NORTH END OF BRIDGE,
 BU2034'21.5 FT (6.6 M) WEST OF THE CENTERLINE OF ALA 41.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4532 ***********************************************************************
 BG4532  TIDAL BM    -  This is a Tidal Bench Mark.
 BG4532  DESIGNATION -  872 9949 D TIDAL
 BG4532  PID         -  BG4532
 BG4532  STATE/COUNTY-  AL/BALDWIN
 BG4532  USGS QUAD   -  SEMINOLE (1987)
 BG4532
 BG4532                         *CURRENT SURVEY CONTROL
 BG4532  ___________________________________________________________________
 BG4532* NAD 83(1986)-  30 31 19.     (N)    087 26 53.     (W)     SCALED    
 BG4532* NAVD 88     -         6.947  (meters)      22.79   (feet)  ADJUSTED  
 BG4532  ___________________________________________________________________
 BG4532  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BG4532  DYNAMIC HT  -           6.938 (meters)      22.76  (feet)  COMP
 BG4532  MODELED GRAV-     979,340.6   (mgal)                       NAVD 88
 BG4532
 BG4532  VERT ORDER  -  SECOND    CLASS I
 BG4532
 BG4532.The horizontal coordinates were scaled from a topographic map and have
 BG4532.an estimated accuracy of +/- 6 seconds.
 BG4532
 BG4532.The orthometric height was determined by differential leveling
 BG4532.and adjusted by the National Geodetic Survey in June 1991..
 BG4532
 BG4532.This Tidal Bench Mark is designated as VM 10324
 BG4532.by the Center for Operational Oceanographic Products and Services.
 BG4532
 BG4532.The geoid height was determined by GEOID03.
 BG4532
 BG4532.The dynamic height is computed by dividing the NAVD 88
 BG4532.geopotential number by the normal gravity value computed on the
 BG4532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4532.degrees latitude (g = 980.6199 gals.).
 BG4532
 BG4532.The modeled gravity was interpolated from observed gravity values.
 BG4532
 BG4532;                    North         East    Units  Estimated Accuracy
 BG4532;SPC AL W     -    57,860.      604,990.      MT  (+/- 180 meters Scaled)
 BG4532
 BG4532                          SUPERSEDED SURVEY CONTROL
 BG4532
 BG4532.No superseded survey control is available for this station.
 BG4532
 BG4532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU570767(NAD 83)
 BG4532_MARKER: Z = SEE DESCRIPTION
 BG4532_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 BG4532_SP_SET: BRIDGE CURBING
 BG4532_MARK LOGO: NONE  
 BG4532_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4532
 BG4532  HISTORY     - Date     Condition        Report By
 BG4532  HISTORY     - UNK      MONUMENTED       RBNF
 BG4532  HISTORY     - 1985     GOOD             FLDNR
 BG4532
 BG4532                          STATION DESCRIPTION
 BG4532
 BG4532'DESCRIBED BY FL DEPT OF NAT RES 1985
 BG4532'16.9 MI SE FROM ROBERTSDALE.
 BG4532'THE MARK IS AT THE WEST END OF THE U.S. HIGHWAY 90 BRIDGE OVER THE
 BG4532'PERDIDO RIVER (FLORIDA/ALABAMA LINE), SET IN THE BRIDGE CURBING, 15.5
 BG4532'FEET SOUTH OF THE CENTERLINE OF U.S. 90.  THE MARK IS THE
 BG4532'NORTHERNMOST OF TWO IDENTICAL MARKERS (2-INCH DIAMETER GALVANIZED
 BG4532'DISKS WITH PROJECTED HIGH POINTS) MANUFACTURED BY THE DICKINSON
 BG4532'MARKER COMPANY OF ORLANDO, FLORIDA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5731 ***********************************************************************
 DH5731  DESIGNATION -  873 0667 D TIDAL
 DH5731  PID         -  DH5731
 DH5731  STATE/COUNTY-  AL/BALDWIN
 DH5731  USGS QUAD   -  ORANGE BEACH (1994)
 DH5731
 DH5731                         *CURRENT SURVEY CONTROL
 DH5731  ___________________________________________________________________
 DH5731* NAD 83(1992)-  30 16 41.71280(N)    087 33 16.68520(W)     ADJUSTED  
 DH5731* NAVD 88     -         3.4    (meters)      11.     (feet)  GPS OBS   
 DH5731  ___________________________________________________________________
 DH5731  X           -     235,210.871 (meters)                     COMP
 DH5731  Y           -  -5,507,727.959 (meters)                     COMP
 DH5731  Z           -   3,197,037.183 (meters)                     COMP
 DH5731  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 DH5731  ELLIP HEIGHT-         -24.18  (meters)          (08/29/05) GPS OBS
 DH5731  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DH5731
 DH5731  HORZ ORDER  -  A
 DH5731  ELLP ORDER  -  FOURTH    CLASS I
 DH5731
 DH5731.The horizontal coordinates were established by GPS observations
 DH5731.and adjusted by the National Geodetic Survey in August 2005..
 DH5731
 DH5731.The orthometric height was determined by GPS observations and a
 DH5731.high-resolution geoid model.
 DH5731
 DH5731.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5731
 DH5731.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5731
 DH5731.The ellipsoidal height was determined by GPS observations
 DH5731.and is referenced to NAD 83.
 DH5731
 DH5731.The geoid height was determined by GEOID03.
 DH5731
 DH5731;                    North         East     Units Scale Factor Converg.
 DH5731;SPC AL W     -    30,844.947   594,743.612   MT  0.99993367   -0 01 39.2
 DH5731;UTM  16      - 3,349,748.936   446,656.210   MT  0.99963510   -0 16 46.8
 DH5731
 DH5731!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5731!SPC AL W     -   1.00000380  x   0.99993367  =   0.99993747
 DH5731!UTM  16      -   1.00000380  x   0.99963510  =   0.99963890
 DH5731
 DH5731                          SUPERSEDED SURVEY CONTROL
 DH5731
 DH5731.No superseded survey control is available for this station.
 DH5731
 DH5731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4665649749(NAD 83)
 DH5731_MARKER: DJ = TIDAL STATION DISK
 DH5731_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 DH5731+WITH SETTING: PAVEMENT
 DH5731_SP_SET: CONCRETE HELICOPTER PAD
 DH5731_STAMPING: 0667-D 1993
 DH5731_MARK LOGO: NOS   
 DH5731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5731+STABILITY: SURFACE MOTION
 DH5731_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5731+SATELLITE: SATELLITE OBSERVATIONS - 1993
 DH5731
 DH5731  HISTORY     - Date     Condition        Report By
 DH5731  HISTORY     - 1993     MONUMENTED       NOS
 DH5731
 DH5731                          STATION DESCRIPTION
 DH5731
 DH5731'DESCRIBED BY NATIONAL OCEAN SERVICE 1993
 DH5731'TO REACH THE BENCH MARKS FROM THE INTERSECTION OF STATE HIGHWAYS 292
 DH5731'AND 182, PROCEED SOUTH ON STATE HIGHWAY 182 TO THE ALABAMA STATE LINE
 DH5731'ON THE BEACH ROAD (AKA PERDIDO KEY DRIVE), THEN CONTINUE WEST FOR 3.7
 DH5731'KM (2.3 MI) OVER THE PERDIDO PASS BRIDGE, THEN TURN RIGHT ON THE WEST
 DH5731'SIDE OF THE BRIDGE AND CONTINUE EAST PARALLEL TO THE BRIDGE TO THE
 DH5731'ALABAMA MARINE POLICE HEADQUARTERS LOCATED AT PERDIDO PASS. THE BENCH
 DH5731'MARKS ARE LOCATED ON STATE PROPERTY BETWEEN THE HEADQUARTERS AND WEST
 DH5731'SIDE OF PERDIDO PASS BRIDGE. THE GAUGE AND STAFF WERE LOCATED ON THE
 DH5731'PIER JUST WEST OF THE WEST END OF THE SEA WALL.
 DH5731' 
 DH5731'THE BENCH MARK IS A DISK SET IN A CONCRETE HELICOPTER PAD AT THE
 DH5731'ALABAMA MARINE POLICE  STATION, 29.90 M (98.1 FT) NORTH OF THE SECOND
 DH5731'BRIDGE SUPPORT EAST OF THE WEST END OF THE BRIDGE, 12.22 M (40.1 FT)
 DH5731'SE OF THE NW CORNER OF THE PAD, AND 8.53 M (28.0 FT) EAST OF THE SW
 DH5731'CORNER OF THE PAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4053 ***********************************************************************
 AB4053  DESIGNATION -  873 4635 TIDAL 1
 AB4053  PID         -  AB4053
 AB4053  STATE/COUNTY-  AL/BALDWIN
 AB4053  USGS QUAD   -  FORT MORGAN (1982)
 AB4053
 AB4053                         *CURRENT SURVEY CONTROL
 AB4053  ___________________________________________________________________
 AB4053* NAD 83(1986)-  30 13 53.     (N)    088 01 09.     (W)     SCALED    
 AB4053* NAVD 88     -         1.435  (meters)       4.71   (feet)  ADJUSTED  
 AB4053  ___________________________________________________________________
 AB4053  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AB4053  DYNAMIC HT  -           1.433 (meters)       4.70  (feet)  COMP
 AB4053  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 AB4053
 AB4053  VERT ORDER  -  FIRST     CLASS II
 AB4053
 AB4053.The horizontal coordinates were scaled from a topographic map and have
 AB4053.an estimated accuracy of +/- 6 seconds.
 AB4053
 AB4053.The orthometric height was determined by differential leveling
 AB4053.and adjusted by the National Geodetic Survey in July 2002..
 AB4053
 AB4053.The geoid height was determined by GEOID03.
 AB4053
 AB4053.The dynamic height is computed by dividing the NAVD 88
 AB4053.geopotential number by the normal gravity value computed on the
 AB4053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4053.degrees latitude (g = 980.6199 gals.).
 AB4053
 AB4053.The modeled gravity was interpolated from observed gravity values.
 AB4053
 AB4053;                    North         East    Units  Estimated Accuracy
 AB4053;SPC AL W     -    25,760.      550,030.      MT  (+/- 180 meters Scaled)
 AB4053
 AB4053                          SUPERSEDED SURVEY CONTROL
 AB4053
 AB4053.No superseded survey control is available for this station.
 AB4053
 AB4053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU019448(NAD 83)
 AB4053_MARKER: DJ = TIDAL STATION DISK
 AB4053_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB4053_SP_SET: FOOTING
 AB4053_STAMPING: BM NO 1 1940
 AB4053_MARK LOGO: CGS   
 AB4053_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4053+STABILITY: SURFACE MOTION
 AB4053_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4053+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1996
 AB4053
 AB4053  HISTORY     - Date     Condition        Report By
 AB4053  HISTORY     - 1940     MONUMENTED       CGS
 AB4053  HISTORY     - 19960222 GOOD             NGS
 AB4053
 AB4053                          STATION DESCRIPTION
 AB4053
 AB4053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4053'33.2 KM (20.60 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4053'OF STATE HIGHWAY 59 IN GULF SHORES, IN TOP OF AND 0.3 M (1.0 FT) WEST
 AB4053'OF THE EAST CORNER OF A CONCRETE FOOTING FOR A UTILITY POLE (POLE HAS
 AB4053'BEEN CUT OFF), 11.9 M (39.0 FT) NORTH OF THE HIGHWAY CENTERLINE, 6.9 M
 AB4053'(22.6 FT) NORTHEAST OF THE CENTER OF A MANHOLE COVER, 3.9 M (12.8 FT)
 AB4053'EAST OF THE CENTER OF A BRICK SIDEWALK, AND 0.1 M (0.3 FT) ABOVE THE
 AB4053'LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4052 ***********************************************************************
 AB4052  DESIGNATION -  873 4635 TIDAL 3
 AB4052  PID         -  AB4052
 AB4052  STATE/COUNTY-  AL/BALDWIN
 AB4052  USGS QUAD   -  FORT MORGAN (1982)
 AB4052
 AB4052                         *CURRENT SURVEY CONTROL
 AB4052  ___________________________________________________________________
 AB4052* NAD 83(1986)-  30 13 50.     (N)    088 01 09.     (W)     SCALED    
 AB4052* NAVD 88     -         1.474  (meters)       4.84   (feet)  ADJUSTED  
 AB4052  ___________________________________________________________________
 AB4052  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AB4052  DYNAMIC HT  -           1.472 (meters)       4.83  (feet)  COMP
 AB4052  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 AB4052
 AB4052  VERT ORDER  -  FIRST     CLASS II
 AB4052
 AB4052.The horizontal coordinates were scaled from a topographic map and have
 AB4052.an estimated accuracy of +/- 6 seconds.
 AB4052
 AB4052.The orthometric height was determined by differential leveling
 AB4052.and adjusted by the National Geodetic Survey in July 2002..
 AB4052
 AB4052.The geoid height was determined by GEOID03.
 AB4052
 AB4052.The dynamic height is computed by dividing the NAVD 88
 AB4052.geopotential number by the normal gravity value computed on the
 AB4052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4052.degrees latitude (g = 980.6199 gals.).
 AB4052
 AB4052.The modeled gravity was interpolated from observed gravity values.
 AB4052
 AB4052;                    North         East    Units  Estimated Accuracy
 AB4052;SPC AL W     -    25,670.      550,030.      MT  (+/- 180 meters Scaled)
 AB4052
 AB4052                          SUPERSEDED SURVEY CONTROL
 AB4052
 AB4052.No superseded survey control is available for this station.
 AB4052
 AB4052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU019447(NAD 83)
 AB4052_MARKER: DJ = TIDAL STATION DISK
 AB4052_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AB4052_SP_SET: FOOTING
 AB4052_STAMPING: BM NO 3 1940
 AB4052_MARK LOGO: CGS   
 AB4052_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4052+STABILITY: SURFACE MOTION
 AB4052_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4052+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 AB4052
 AB4052  HISTORY     - Date     Condition        Report By
 AB4052  HISTORY     - 1940     MONUMENTED       CGS
 AB4052  HISTORY     - 19960222 GOOD             NGS
 AB4052  HISTORY     - 20030502 GOOD             USPSQD
 AB4052  HISTORY     - 20040503 GOOD             USPSQD
 AB4052  HISTORY     - 20050722 GOOD             USPSQD
 AB4052
 AB4052                          STATION DESCRIPTION
 AB4052
 AB4052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4052'33.2 KM (20.60 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4052'OF STATE HIGHWAY 59 IN GULF SHORES, IN TOP OF AND 0.3 M (1.0 FT)
 AB4052'SOUTHEAST OF THE NORTH CORNER OF A CONCRETE FOOTING FOR A UTILITY POLE
 AB4052'(POLE HAS BEEN CUT OFF) , 35.6 M (116.8 FT) SOUTH OF THE HIGHWAY
 AB4052'CENTERLINE, 33.8 M (110.9 FT) WEST OF THE SOUTHWEST CORNER OF THE MOST
 AB4052'WESTERLY OF 3 BUILDINGS, 4.0 M (13.1 FT) SOUTHWEST OF THE CENTER OF A
 AB4052'BRICK DRIVEWAY, AND 0.2 M (0.7 FT) ABOVE THE LEVEL OF THE DRIVEWAY.
 AB4052
 AB4052                          STATION RECOVERY (2003)
 AB4052
 AB4052'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4052'RECOVERED IN GOOD CONDITION.
 AB4052
 AB4052                          STATION RECOVERY (2004)
 AB4052
 AB4052'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4052'RECOVERED IN GOOD CONDITION.
 AB4052
 AB4052                          STATION RECOVERY (2005)
 AB4052
 AB4052'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4052'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4051 ***********************************************************************
 AB4051  DESIGNATION -  873 4635 TIDAL 4
 AB4051  PID         -  AB4051
 AB4051  STATE/COUNTY-  AL/BALDWIN
 AB4051  USGS QUAD   -  FORT MORGAN (1982)
 AB4051
 AB4051                         *CURRENT SURVEY CONTROL
 AB4051  ___________________________________________________________________
 AB4051* NAD 83(1986)-  30 13 49.     (N)    088 01 12.     (W)     SCALED    
 AB4051* NAVD 88     -         2.335  (meters)       7.66   (feet)  ADJUSTED  
 AB4051  ___________________________________________________________________
 AB4051  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AB4051  DYNAMIC HT  -           2.332 (meters)       7.65  (feet)  COMP
 AB4051  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 AB4051
 AB4051  VERT ORDER  -  FIRST     CLASS II
 AB4051
 AB4051.The horizontal coordinates were scaled from a topographic map and have
 AB4051.an estimated accuracy of +/- 6 seconds.
 AB4051
 AB4051.The orthometric height was determined by differential leveling
 AB4051.and adjusted by the National Geodetic Survey in July 2002..
 AB4051
 AB4051.The geoid height was determined by GEOID03.
 AB4051
 AB4051.The dynamic height is computed by dividing the NAVD 88
 AB4051.geopotential number by the normal gravity value computed on the
 AB4051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4051.degrees latitude (g = 980.6199 gals.).
 AB4051
 AB4051.The modeled gravity was interpolated from observed gravity values.
 AB4051
 AB4051;                    North         East    Units  Estimated Accuracy
 AB4051;SPC AL W     -    25,640.      549,950.      MT  (+/- 180 meters Scaled)
 AB4051
 AB4051                          SUPERSEDED SURVEY CONTROL
 AB4051
 AB4051.No superseded survey control is available for this station.
 AB4051
 AB4051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU018447(NAD 83)
 AB4051_MARKER: DJ = TIDAL STATION DISK
 AB4051_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB4051+WITH SETTING: PAVEMENT
 AB4051_SP_SET: FOUNDATION
 AB4051_STAMPING: NO 4 1956
 AB4051_MARK LOGO: CGS   
 AB4051_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4051+STABILITY: SURFACE MOTION
 AB4051_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4051+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 AB4051
 AB4051  HISTORY     - Date     Condition        Report By
 AB4051  HISTORY     - 1956     MONUMENTED       CGS
 AB4051  HISTORY     - 19960222 GOOD             NGS
 AB4051  HISTORY     - 20030503 GOOD             USPSQD
 AB4051  HISTORY     - 20040505 GOOD             USPSQD
 AB4051  HISTORY     - 20050726 GOOD             USPSQD
 AB4051
 AB4051                          STATION DESCRIPTION
 AB4051
 AB4051'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4051'33.2 KM (20.60 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4051'OF STATE HIGHWAY 59 IN GULF SHORES, IN TOP OF AND 0.3 M (1.0 FT)
 AB4051'NORTHWEST OF THE SOUTHEAST CORNER OF AN ABANDONED 8 BY 24-FOOT
 AB4051'CONCRETE FOUNDATION, 69.0 M (226.4 FT) SOUTH OF THE HIGHWAY
 AB4051'CENTERLINE, 32.9 M (107.9 FT) EAST OF THE EAST FACE OF A WATER TANK,
 AB4051'14.4 M (47.2 FT) SOUTH OF THE CENTER OF A SIDEWALK, 11.1 M (36.4 FT)
 AB4051'NORTH OF THE CENTER OF A BRICK DRIVEWAY, AND 1.2 M (3.9 FT) ABOVE THE
 AB4051'LEVEL OF THE HIGHWAY.
 AB4051
 AB4051                          STATION RECOVERY (2003)
 AB4051
 AB4051'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4051'RECOVERED IN GOOD CONDITION.
 AB4051
 AB4051                          STATION RECOVERY (2004)
 AB4051
 AB4051'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4051'RECOVERED IN GOOD CONDITION.
 AB4051
 AB4051                          STATION RECOVERY (2005)
 AB4051
 AB4051'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4051'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4048 ***********************************************************************
 AB4048  DESIGNATION -  873 4635 TIDAL 5
 AB4048  PID         -  AB4048
 AB4048  STATE/COUNTY-  AL/BALDWIN
 AB4048  USGS QUAD   -  FORT MORGAN (1982)
 AB4048
 AB4048                         *CURRENT SURVEY CONTROL
 AB4048  ___________________________________________________________________
 AB4048* NAD 83(1986)-  30 13 46.     (N)    088 01 22.     (W)     SCALED    
 AB4048* NAVD 88     -         3.238  (meters)      10.62   (feet)  ADJUSTED  
 AB4048  ___________________________________________________________________
 AB4048  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AB4048  DYNAMIC HT  -           3.233 (meters)      10.61  (feet)  COMP
 AB4048  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 AB4048
 AB4048  VERT ORDER  -  FIRST     CLASS II
 AB4048
 AB4048.The horizontal coordinates were scaled from a topographic map and have
 AB4048.an estimated accuracy of +/- 6 seconds.
 AB4048
 AB4048.The orthometric height was determined by differential leveling
 AB4048.and adjusted by the National Geodetic Survey in July 2002..
 AB4048
 AB4048.The geoid height was determined by GEOID03.
 AB4048
 AB4048.The dynamic height is computed by dividing the NAVD 88
 AB4048.geopotential number by the normal gravity value computed on the
 AB4048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4048.degrees latitude (g = 980.6199 gals.).
 AB4048
 AB4048.The modeled gravity was interpolated from observed gravity values.
 AB4048
 AB4048;                    North         East    Units  Estimated Accuracy
 AB4048;SPC AL W     -    25,550.      549,680.      MT  (+/- 180 meters Scaled)
 AB4048
 AB4048                          SUPERSEDED SURVEY CONTROL
 AB4048
 AB4048.No superseded survey control is available for this station.
 AB4048
 AB4048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU015446(NAD 83)
 AB4048_MARKER: DJ = TIDAL STATION DISK
 AB4048_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB4048+WITH SETTING: PAVEMENT
 AB4048_SP_SET: FOOTING
 AB4048_STAMPING: NO 5 1956
 AB4048_MARK LOGO: CGS   
 AB4048_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4048+STABILITY: SURFACE MOTION
 AB4048_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4048+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1996
 AB4048
 AB4048  HISTORY     - Date     Condition        Report By
 AB4048  HISTORY     - 1956     MONUMENTED       CGS
 AB4048  HISTORY     - 19960222 GOOD             NGS
 AB4048  HISTORY     - 20030502 MARK NOT FOUND   USPSQD
 AB4048
 AB4048                          STATION DESCRIPTION
 AB4048
 AB4048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4048'33.6 KM (20.85 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4048'OF STATE HIGHWAY 59 IN GULF SHORES, NEAR THE NORTHWEST END OF THE
 AB4048'CONCRETE FOOTING FOR A MONUMENT AT THE FORT MORGAN VISITOR CENTER,
 AB4048'30.6 M (100.4 FT) SOUTHWEST OF THE HIGHWAY CENTER WHERE IT PASSES
 AB4048'THROUGH A PARKING LOT, 10.9 M (35.8 FT) SOUTH OF THE CENTER OF A
 AB4048'SIDEWALK LEADING TO AN ABANDONED BUILDING, 10.1 M (33.1 FT) SOUTHEAST
 AB4048'OF THE SOUTHEAST CORNER OF THE BUILDING, 9.5 M (31.2 FT) WEST OF THE
 AB4048'CENTER OF A WALKWAY LEADING TO THE FORT, AND 2.0 M (6.6 FT) ABOVE THE
 AB4048'LEVEL OF THE ROAD.
 AB4048
 AB4048                          STATION RECOVERY (2003)
 AB4048
 AB4048'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4048'AREA HAS BEEN COVERED OVER WITH A GREAT DEAL OF EARTH AS A LAND
 AB4048'FILL,THE MARK MAY BE THERE, I COULD DIG TO FIND THE MARK AS PER ORDERS
 AB4048'OF THE FORT PERSONNEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4049 ***********************************************************************
 AB4049  DESIGNATION -  873 4635 TIDAL 6
 AB4049  PID         -  AB4049
 AB4049  STATE/COUNTY-  AL/BALDWIN
 AB4049  USGS QUAD   -  FORT MORGAN (1982)
 AB4049
 AB4049                         *CURRENT SURVEY CONTROL
 AB4049  ___________________________________________________________________
 AB4049* NAD 83(1986)-  30 13 49.     (N)    088 01 25.     (W)     SCALED    
 AB4049* NAVD 88     -         2.316  (meters)       7.60   (feet)  ADJUSTED  
 AB4049  ___________________________________________________________________
 AB4049  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AB4049  DYNAMIC HT  -           2.313 (meters)       7.59  (feet)  COMP
 AB4049  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 AB4049
 AB4049  VERT ORDER  -  FIRST     CLASS II
 AB4049
 AB4049.The horizontal coordinates were scaled from a topographic map and have
 AB4049.an estimated accuracy of +/- 6 seconds.
 AB4049
 AB4049.The orthometric height was determined by differential leveling
 AB4049.and adjusted by the National Geodetic Survey in July 2002..
 AB4049
 AB4049.The geoid height was determined by GEOID03.
 AB4049
 AB4049.The dynamic height is computed by dividing the NAVD 88
 AB4049.geopotential number by the normal gravity value computed on the
 AB4049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4049.degrees latitude (g = 980.6199 gals.).
 AB4049
 AB4049.The modeled gravity was interpolated from observed gravity values.
 AB4049
 AB4049;                    North         East    Units  Estimated Accuracy
 AB4049;SPC AL W     -    25,640.      549,600.      MT  (+/- 180 meters Scaled)
 AB4049
 AB4049                          SUPERSEDED SURVEY CONTROL
 AB4049
 AB4049.No superseded survey control is available for this station.
 AB4049
 AB4049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU015447(NAD 83)
 AB4049_MARKER: DJ = TIDAL STATION DISK
 AB4049_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 AB4049+WITH SETTING: PAVEMENT
 AB4049_SP_SET: RAMP
 AB4049_STAMPING: NO 6 1960
 AB4049_MARK LOGO: CGS   
 AB4049_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AB4049+STABILITY: SURFACE MOTION
 AB4049_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4049+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 AB4049
 AB4049  HISTORY     - Date     Condition        Report By
 AB4049  HISTORY     - 1960     MONUMENTED       CGS
 AB4049  HISTORY     - 19960222 GOOD             NGS
 AB4049  HISTORY     - 20030503 GOOD             USPSQD
 AB4049  HISTORY     - 20040505 GOOD             USPSQD
 AB4049  HISTORY     - 20050726 GOOD             USPSQD
 AB4049
 AB4049                          STATION DESCRIPTION
 AB4049
 AB4049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4049'33.5 KM (20.80 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4049'OF STATE HIGHWAY 59 IN GULF SHORES, IN TOP OF AND 3.2 M (10.5 FT)
 AB4049'NORTHEAST OF THE SOUTHWEST END OF AN ABANDONED CONCRETE RAMP, 45.8 M
 AB4049'(150.3 FT) NORTHWEST OF THE HIGHWAY CENTER, 22.8 M (74.8 FT) NORTH OF
 AB4049'A FLAG POLE, 22.7 M (74.5 FT) NORTHEAST OF THE CENTER OF A BRICK
 AB4049'WALKWAY, AND 0.5 M (1.6 FT) ABOVE THE GROUND SURFACE.
 AB4049
 AB4049                          STATION RECOVERY (2003)
 AB4049
 AB4049'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4049'RECOVERED IN GOOD CONDITION.
 AB4049
 AB4049                          STATION RECOVERY (2004)
 AB4049
 AB4049'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4049'RECOVERED IN GOOD CONDITION.
 AB4049
 AB4049                          STATION RECOVERY (2005)
 AB4049
 AB4049'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4049'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4054 ***********************************************************************
 AB4054  DESIGNATION -  873 4635 TIDAL A 10
 AB4054  PID         -  AB4054
 AB4054  STATE/COUNTY-  AL/BALDWIN
 AB4054  USGS QUAD   -  FORT MORGAN (1982)
 AB4054
 AB4054                         *CURRENT SURVEY CONTROL
 AB4054  ___________________________________________________________________
 AB4054* NAD 83(1986)-  30 13 54.     (N)    088 01 01.     (W)     SCALED    
 AB4054* NAVD 88     -         2.265  (meters)       7.43   (feet)  ADJUSTED  
 AB4054  ___________________________________________________________________
 AB4054  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AB4054  DYNAMIC HT  -           2.262 (meters)       7.42  (feet)  COMP
 AB4054  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 AB4054
 AB4054  VERT ORDER  -  FIRST     CLASS II
 AB4054
 AB4054.The horizontal coordinates were scaled from a topographic map and have
 AB4054.an estimated accuracy of +/- 6 seconds.
 AB4054
 AB4054.The orthometric height was determined by differential leveling
 AB4054.and adjusted by the National Geodetic Survey in July 2002..
 AB4054
 AB4054.The geoid height was determined by GEOID03.
 AB4054
 AB4054.The dynamic height is computed by dividing the NAVD 88
 AB4054.geopotential number by the normal gravity value computed on the
 AB4054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4054.degrees latitude (g = 980.6199 gals.).
 AB4054
 AB4054.The modeled gravity was interpolated from observed gravity values.
 AB4054
 AB4054;                    North         East    Units  Estimated Accuracy
 AB4054;SPC AL W     -    25,790.      550,240.      MT  (+/- 180 meters Scaled)
 AB4054
 AB4054                          SUPERSEDED SURVEY CONTROL
 AB4054
 AB4054.No superseded survey control is available for this station.
 AB4054
 AB4054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU021448(NAD 83)
 AB4054_MARKER: B = BOLT
 AB4054_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB4054_SP_SET: STEP
 AB4054_STAMPING: U.S. 1912
 AB4054_MARK LOGO: USE   
 AB4054_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4054_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4054+SATELLITE: SATELLITE OBSERVATIONS - May 03, 2004
 AB4054
 AB4054  HISTORY     - Date     Condition        Report By
 AB4054  HISTORY     - 1912     MONUMENTED       USE
 AB4054  HISTORY     - 19960222 GOOD             NGS
 AB4054  HISTORY     - 20030502 GOOD             USPSQD
 AB4054  HISTORY     - 20040503 GOOD             USPSQD
 AB4054
 AB4054                          STATION DESCRIPTION
 AB4054
 AB4054'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4054'32.9 KM (20.45 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4054'OF STATE HIGHWAY 59 IN GULF SHORES, NEAR THE CENTER OF THE TOP
 AB4054'CONCRETE STEP, 86.7 M (284.4 FT) NORTH OF THE HIGHWAY CENTERLINE, 56.0
 AB4054'M (183.7 FT) EAST OF THE CENTER OF A BOAT RAMP, AND 1.0 M (3.3 FT)
 AB4054'ABOVE THE LEVEL OF THE HIGHWAY.
 AB4054
 AB4054                          STATION RECOVERY (2003)
 AB4054
 AB4054'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4054'MARK INSIDE A WHITE FENCED AREA.
 AB4054
 AB4054                          STATION RECOVERY (2004)
 AB4054
 AB4054'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4054'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4055 ***********************************************************************
 AB4055  DESIGNATION -  873 4635 TIDAL A 9
 AB4055  PID         -  AB4055
 AB4055  STATE/COUNTY-  AL/BALDWIN
 AB4055  USGS QUAD   -  FORT MORGAN (1982)
 AB4055
 AB4055                         *CURRENT SURVEY CONTROL
 AB4055  ___________________________________________________________________
 AB4055* NAD 83(1986)-  30 13 55.     (N)    088 00 53.     (W)     SCALED    
 AB4055* NAVD 88     -         2.273  (meters)       7.46   (feet)  ADJUSTED  
 AB4055  ___________________________________________________________________
 AB4055  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 AB4055  DYNAMIC HT  -           2.270 (meters)       7.45  (feet)  COMP
 AB4055  MODELED GRAV-     979,320.1   (mgal)                       NAVD 88
 AB4055
 AB4055  VERT ORDER  -  FIRST     CLASS II
 AB4055
 AB4055.The horizontal coordinates were scaled from a topographic map and have
 AB4055.an estimated accuracy of +/- 6 seconds.
 AB4055
 AB4055.The orthometric height was determined by differential leveling
 AB4055.and adjusted by the National Geodetic Survey in July 2002..
 AB4055
 AB4055.The geoid height was determined by GEOID03.
 AB4055
 AB4055.The dynamic height is computed by dividing the NAVD 88
 AB4055.geopotential number by the normal gravity value computed on the
 AB4055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4055.degrees latitude (g = 980.6199 gals.).
 AB4055
 AB4055.The modeled gravity was interpolated from observed gravity values.
 AB4055
 AB4055;                    North         East    Units  Estimated Accuracy
 AB4055;SPC AL W     -    25,820.      550,460.      MT  (+/- 180 meters Scaled)
 AB4055
 AB4055                          SUPERSEDED SURVEY CONTROL
 AB4055
 AB4055.No superseded survey control is available for this station.
 AB4055
 AB4055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU023449(NAD 83)
 AB4055_MARKER: B = BOLT
 AB4055_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AB4055_SP_SET: STEP
 AB4055_STAMPING: U.S.E. 13 1912
 AB4055_MARK LOGO: USE   
 AB4055_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB4055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB4055_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4055+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 AB4055
 AB4055  HISTORY     - Date     Condition        Report By
 AB4055  HISTORY     - 1912     MONUMENTED       USE
 AB4055  HISTORY     - 19960222 GOOD             NGS
 AB4055  HISTORY     - 20030501 GOOD             USPSQD
 AB4055  HISTORY     - 20040503 GOOD             USPSQD
 AB4055  HISTORY     - 20050722 GOOD             USPSQD
 AB4055
 AB4055                          STATION DESCRIPTION
 AB4055
 AB4055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4055'32.7 KM (20.30 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4055'OF STATE HIGHWAY 59 IN GULF SHORES, NEAR THE CENTER OF THE TOP
 AB4055'CONCRETE STEP, 115.0 M (377.3 FT) NORTH OF THE HIGHWAY CENTERLINE,
 AB4055'44.0 M (144.4 FT) EAST OF THE CENTER OF A RAMP LEADING TO A FERRY,
 AB4055'36.3 M (119.1 FT) NORTH OF THE NORTHWEST CORNER OF A RESTROOM IN A
 AB4055'PARKING LOT, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB4055
 AB4055                          STATION RECOVERY (2003)
 AB4055
 AB4055'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4055'NO WITNESS POST AT SITE.
 AB4055
 AB4055                          STATION RECOVERY (2004)
 AB4055
 AB4055'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4055'RECOVERED IN GOOD CONDITION.
 AB4055
 AB4055                          STATION RECOVERY (2005)
 AB4055
 AB4055'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4055'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1761 ***********************************************************************
 BH1761  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1761  DESIGNATION -  873 5180 A TIDAL
 BH1761  PID         -  BH1761
 BH1761  STATE/COUNTY-  AL/MOBILE
 BH1761  USGS QUAD   -  FORT MORGAN (1982)
 BH1761
 BH1761                         *CURRENT SURVEY CONTROL
 BH1761  ___________________________________________________________________
 BH1761* NAD 83(1986)-  30 14 53.     (N)    088 04 30.     (W)     SCALED    
 BH1761* NAVD 88     -         6.787  (meters)      22.27   (feet)  ADJUSTED  
 BH1761  ___________________________________________________________________
 BH1761  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BH1761  DYNAMIC HT  -           6.778 (meters)      22.24  (feet)  COMP
 BH1761  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH1761
 BH1761  VERT ORDER  -  FIRST     CLASS II
 BH1761
 BH1761.The horizontal coordinates were scaled from a topographic map and have
 BH1761.an estimated accuracy of +/- 6 seconds.
 BH1761
 BH1761.The orthometric height was determined by differential leveling
 BH1761.and adjusted by the National Geodetic Survey in June 1991..
 BH1761
 BH1761.This Tidal Bench Mark is designated as VM 791
 BH1761.by the Center for Operational Oceanographic Products and Services.
 BH1761
 BH1761.The geoid height was determined by GEOID03.
 BH1761
 BH1761.The dynamic height is computed by dividing the NAVD 88
 BH1761.geopotential number by the normal gravity value computed on the
 BH1761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1761.degrees latitude (g = 980.6199 gals.).
 BH1761
 BH1761.The modeled gravity was interpolated from observed gravity values.
 BH1761
 BH1761;                    North         East    Units  Estimated Accuracy
 BH1761;SPC AL W     -    27,640.      544,660.      MT  (+/- 180 meters Scaled)
 BH1761
 BH1761                          SUPERSEDED SURVEY CONTROL
 BH1761
 BH1761  NGVD 29 (06/24/99)    6.746  (m)           22.13   (f) ADJUSTED    1 2
 BH1761
 BH1761.Superseded values are not recommended for survey control.
 BH1761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1761.See file dsdata.txt to determine how the superseded data were derived.
 BH1761
 BH1761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU965467(NAD 83)
 BH1761_MARKER: DJ = TIDAL STATION DISK
 BH1761_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BH1761_SP_SET: RETAINING WALL
 BH1761_STAMPING: 5180 A 1976
 BH1761_MARK LOGO: NOS   
 BH1761_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1761
 BH1761  HISTORY     - Date     Condition        Report By
 BH1761  HISTORY     - 1976     MONUMENTED       NOS
 BH1761  HISTORY     - 1984     GOOD             NGS
 BH1761
 BH1761                          STATION DESCRIPTION
 BH1761
 BH1761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1761'4.0 KM (2.5 MI) EAST FROM DAUPHIN ISLAND.
 BH1761'4.0 KM (2.5 MI) EAST ALONG BIENVILLE BOULEVARD FROM THE JUNCTION OF
 BH1761'STATE HIGHWAY 163 ON DAUPHIN ISLAND TO FORT GAINES ON THE EAST SIDE OF
 BH1761'THE ISLAND, A DISK SET IN THE TOP OF THE EAST END OF THE SOUTH
 BH1761'RETAINING WALL OF THE SOUTHWEST BASION OF THE FORT, AND 2.74 METERS
 BH1761'(9.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1755 ***********************************************************************
 BH1755  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1755  DESIGNATION -  873 5180 B TIDAL
 BH1755  PID         -  BH1755
 BH1755  STATE/COUNTY-  AL/MOBILE
 BH1755  USGS QUAD   -  FORT MORGAN (1982)
 BH1755
 BH1755                         *CURRENT SURVEY CONTROL
 BH1755  ___________________________________________________________________
 BH1755* NAD 83(1992)-  30 14 58.82001(N)    088 04 33.67701(W)     ADJUSTED  
 BH1755* NAVD 88     -         2.606  (meters)       8.55   (feet)  ADJUSTED  
 BH1755  ___________________________________________________________________
 BH1755  X           -     185,135.560 (meters)                     COMP
 BH1755  Y           -  -5,511,235.360 (meters)                     COMP
 BH1755  Z           -   3,194,300.069 (meters)                     COMP
 BH1755  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BH1755  ELLIP HEIGHT-         -25.18  (meters)          (08/29/05) GPS OBS
 BH1755  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1755  DYNAMIC HT  -           2.603 (meters)       8.54  (feet)  COMP
 BH1755  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH1755
 BH1755  HORZ ORDER  -  A
 BH1755  VERT ORDER  -  FIRST     CLASS II
 BH1755  ELLP ORDER  -  FOURTH    CLASS I
 BH1755
 BH1755.The horizontal coordinates were established by GPS observations
 BH1755.and adjusted by the National Geodetic Survey in August 2005..
 BH1755
 BH1755.The orthometric height was determined by differential leveling
 BH1755.and adjusted by the National Geodetic Survey in June 1991..
 BH1755
 BH1755.This Tidal Bench Mark is designated as VM 792
 BH1755.by the Center for Operational Oceanographic Products and Services.
 BH1755
 BH1755.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1755
 BH1755.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1755
 BH1755.The ellipsoidal height was determined by GPS observations
 BH1755.and is referenced to NAD 83.
 BH1755
 BH1755.The geoid height was determined by GEOID03.
 BH1755
 BH1755.The dynamic height is computed by dividing the NAVD 88
 BH1755.geopotential number by the normal gravity value computed on the
 BH1755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1755.degrees latitude (g = 980.6199 gals.).
 BH1755
 BH1755.The modeled gravity was interpolated from observed gravity values.
 BH1755
 BH1755;                    North         East     Units Scale Factor Converg.
 BH1755;SPC AL W     -    27,815.839   544,564.722   MT  0.99997123   -0 17 24.7
 BH1755;UTM  16      - 3,346,941.323   396,477.975   MT  0.99973221   -0 32 31.6
 BH1755
 BH1755!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1755!SPC AL W     -   1.00000395  x   0.99997123  =   0.99997518
 BH1755!UTM  16      -   1.00000395  x   0.99973221  =   0.99973616
 BH1755
 BH1755                          SUPERSEDED SURVEY CONTROL
 BH1755
 BH1755  NAVD 88 (08/29/05)    2.61   (m)            8.6    (f) LEVELING    3  
 BH1755  NGVD 29 (06/24/99)    2.565  (m)            8.42   (f) ADJUSTED    1 2
 BH1755
 BH1755.Superseded values are not recommended for survey control.
 BH1755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1755.See file dsdata.txt to determine how the superseded data were derived.
 BH1755
 BH1755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9647846941(NAD 83)
 BH1755_MARKER: DJ = TIDAL STATION DISK
 BH1755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1755_SP_SET: CONCRETE POST
 BH1755_STAMPING: 5180 B 1976
 BH1755_MARK LOGO: NOS   
 BH1755_PROJECTION: FLUSH
 BH1755_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1755+STABILITY: SURFACE MOTION
 BH1755_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1755+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 BH1755
 BH1755  HISTORY     - Date     Condition        Report By
 BH1755  HISTORY     - 1976     MONUMENTED       NOS
 BH1755  HISTORY     - 1984     GOOD             NGS
 BH1755  HISTORY     - 20040622 GOOD             WOOLPT
 BH1755
 BH1755                          STATION DESCRIPTION
 BH1755
 BH1755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1755'4.0 KM (2.5 MI) EAST FROM DAUPHIN ISLAND.
 BH1755'4.0 KM (2.5 MI) EAST ALONG BIENVILLE BOULEVARD FROM THE JUNCTION OF
 BH1755'STATE ROUTE 163 ON DAUPHIN ISLAND TO FORT GAINES, AT THE EAST END OF
 BH1755'THE ISLAND, THE MARK IS SET AT THE NORTHEAST CORNER OF A U DRIVE
 BH1755'ENTRANCE TO THE PARKING AREA OF THE FORT, 16.76 METERS (55.0 FT) SOUTH
 BH1755'OF THE CENTERLINE OF THE BOULEVARD, AND 4.5 METERS (15.0 FT) WEST OF
 BH1755'THE APPROXIMATE CENTER OF THE EAST DRIVE TO THE FORT.
 BH1755'THE MARK IS 0.30 METERS  N FROM A WITNESS POST.
 BH1755'THE MARK IS ABOVE LEVEL WITH GROUND.
 BH1755
 BH1755                          STATION RECOVERY (2004)
 BH1755
 BH1755'RECOVERY NOTE BY WOOLPERT CONSULTANTS 2004 (DBT)
 BH1755'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1752 ***********************************************************************
 BH1752  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1752  DESIGNATION -  873 5180 C TIDAL
 BH1752  PID         -  BH1752
 BH1752  STATE/COUNTY-  AL/MOBILE
 BH1752  USGS QUAD   -  FORT MORGAN (1982)
 BH1752
 BH1752                         *CURRENT SURVEY CONTROL
 BH1752  ___________________________________________________________________
 BH1752* NAD 83(1986)-  30 14 58.     (N)    088 04 36.     (W)     SCALED    
 BH1752* NAVD 88     -         2.598  (meters)       8.52   (feet)  ADJUSTED  
 BH1752  ___________________________________________________________________
 BH1752  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1752  DYNAMIC HT  -           2.595 (meters)       8.51  (feet)  COMP
 BH1752  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH1752
 BH1752  VERT ORDER  -  FIRST     CLASS II
 BH1752
 BH1752.The horizontal coordinates were scaled from a topographic map and have
 BH1752.an estimated accuracy of +/- 6 seconds.
 BH1752
 BH1752.The orthometric height was determined by differential leveling
 BH1752.and adjusted by the National Geodetic Survey in June 1991..
 BH1752
 BH1752.This Tidal Bench Mark is designated as VM 793
 BH1752.by the Center for Operational Oceanographic Products and Services.
 BH1752
 BH1752.The geoid height was determined by GEOID03.
 BH1752
 BH1752.The dynamic height is computed by dividing the NAVD 88
 BH1752.geopotential number by the normal gravity value computed on the
 BH1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1752.degrees latitude (g = 980.6199 gals.).
 BH1752
 BH1752.The modeled gravity was interpolated from observed gravity values.
 BH1752
 BH1752;                    North         East    Units  Estimated Accuracy
 BH1752;SPC AL W     -    27,790.      544,500.      MT  (+/- 180 meters Scaled)
 BH1752
 BH1752                          SUPERSEDED SURVEY CONTROL
 BH1752
 BH1752  NGVD 29 (06/24/99)    2.557  (m)            8.39   (f) ADJUSTED    1 2
 BH1752
 BH1752.Superseded values are not recommended for survey control.
 BH1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1752.See file dsdata.txt to determine how the superseded data were derived.
 BH1752
 BH1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU964469(NAD 83)
 BH1752_MARKER: DJ = TIDAL STATION DISK
 BH1752_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH1752+WITH SETTING: PAVEMENT
 BH1752_SP_SET: CONCRETE SLAB
 BH1752_STAMPING: 5180 C 1976
 BH1752_MARK LOGO: NOS   
 BH1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1752+STABILITY: SURFACE MOTION
 BH1752
 BH1752  HISTORY     - Date     Condition        Report By
 BH1752  HISTORY     - 1976     MONUMENTED       NOS
 BH1752  HISTORY     - 1984     GOOD             NGS
 BH1752
 BH1752                          STATION DESCRIPTION
 BH1752
 BH1752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1752'4.0 KM (2.45 MI) EAST FROM DAUPHIN ISLAND.
 BH1752'4.0 KM (2.45 MI) EAST ALONG BIENVILLE BOULEVARD FROM THE JUNCTION OF
 BH1752'STATE HIGHWAY 163 ON DAUPHIN ISLAND TO THE DAUPHIN ISLAND SEA LAB
 BH1752'COMPLEX, JUST WEST OF FORT GAINES, A DISK SET IN TOP AND NEAR THE
 BH1752'NORTH EDGE OF AN ENCLOSED 5 BY 6 METER (15 BY 20 FOOT) CONCRETE SLAB
 BH1752'AREA (WEATHER STATION), 19.84 METERS (65.1 FT) SOUTH-SOUTHWEST OF THE
 BH1752'SOUTHEAST CORNER OF THE EAST WING OF THE ADMINISTRATION BUILDING,
 BH1752'14.48 METERS (47.5 FT) SOUTH-SOUTHEAST OF THE NORTH GUY ANCHOR OF A
 BH1752'TOWER, 14.20 METERS (46.6 FT) NORTH-NORTHWEST OF THE SOUTHEAST GUY
 BH1752'WIRE ANCHOR, AND 17.92 METERS (58.8 FT) EAST-NORTHEAST OF BENCH MARK
 BH1752'873 5180 D.
 BH1752'THE MARK IS 0.15 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1753 ***********************************************************************
 BH1753  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1753  DESIGNATION -  873 5180 D TIDAL
 BH1753  PID         -  BH1753
 BH1753  STATE/COUNTY-  AL/MOBILE
 BH1753  USGS QUAD   -  FORT MORGAN (1982)
 BH1753
 BH1753                         *CURRENT SURVEY CONTROL
 BH1753  ___________________________________________________________________
 BH1753* NAD 83(1986)-  30 14 58.     (N)    088 04 37.     (W)     SCALED    
 BH1753* NAVD 88     -         3.019  (meters)       9.90   (feet)  ADJUSTED  
 BH1753  ___________________________________________________________________
 BH1753  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1753  DYNAMIC HT  -           3.015 (meters)       9.89  (feet)  COMP
 BH1753  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH1753
 BH1753  VERT ORDER  -  FIRST     CLASS II
 BH1753
 BH1753.The horizontal coordinates were scaled from a topographic map and have
 BH1753.an estimated accuracy of +/- 6 seconds.
 BH1753
 BH1753.The orthometric height was determined by differential leveling
 BH1753.and adjusted by the National Geodetic Survey in June 1991..
 BH1753
 BH1753.This Tidal Bench Mark is designated as VM 794
 BH1753.by the Center for Operational Oceanographic Products and Services.
 BH1753
 BH1753.The geoid height was determined by GEOID03.
 BH1753
 BH1753.The dynamic height is computed by dividing the NAVD 88
 BH1753.geopotential number by the normal gravity value computed on the
 BH1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1753.degrees latitude (g = 980.6199 gals.).
 BH1753
 BH1753.The modeled gravity was interpolated from observed gravity values.
 BH1753
 BH1753;                    North         East    Units  Estimated Accuracy
 BH1753;SPC AL W     -    27,790.      544,480.      MT  (+/- 180 meters Scaled)
 BH1753
 BH1753                          SUPERSEDED SURVEY CONTROL
 BH1753
 BH1753  NGVD 29 (06/24/99)    2.978  (m)            9.77   (f) ADJUSTED    1 2
 BH1753
 BH1753.Superseded values are not recommended for survey control.
 BH1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1753.See file dsdata.txt to determine how the superseded data were derived.
 BH1753
 BH1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU963469(NAD 83)
 BH1753_MARKER: DJ = TIDAL STATION DISK
 BH1753_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1753_SP_SET: CONCRETE FUEL TANK CRADLE
 BH1753_STAMPING: 5180 D 1976
 BH1753_MARK LOGO: NOS   
 BH1753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1753+STABILITY: SURFACE MOTION
 BH1753
 BH1753  HISTORY     - Date     Condition        Report By
 BH1753  HISTORY     - 1976     MONUMENTED       NOS
 BH1753  HISTORY     - 1984     GOOD             NGS
 BH1753
 BH1753                          STATION DESCRIPTION
 BH1753
 BH1753'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1753'4.0 KM (2.45 MI) EAST FROM DAUPHIN ISLAND.
 BH1753'4.0 KM (2.45 MI) EAST ALONG BIENVILLE BOULEVARD FROM THE JUNCTION OF
 BH1753'STATE HIGHWAY 163 ON DAUPHIN ISLAND TO THE DAUPHIN ISLAND SEA LAB
 BH1753'COMPLEX JUST WEST OF FORT GAINES, A DISK SET IN THE TOP OF THE SOUTH
 BH1753'END OF THE EAST CONCRETE CRADLE SUPPORTING A FUEL TANK, 8.89 METERS
 BH1753'(29.1 FT) EAST OF THE SOUTHEAST CORNER OF THE SEA LAB LIBRARY,
 BH1753'20.30 METERS (66.6 FT) WEST-NORTHWEST OF A SOUTHEAST GUY WIRE ANCHOR,
 BH1753'AND 17.92 METERS (58.8 FT) WEST-SOUTHWEST OF BENCH MARK 873 5180 C.
 BH1753'THE MARK IS 0.76 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1754 ***********************************************************************
 BH1754  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1754  DESIGNATION -  873 5180 E TIDAL
 BH1754  PID         -  BH1754
 BH1754  STATE/COUNTY-  AL/MOBILE
 BH1754  USGS QUAD   -  FORT MORGAN (1982)
 BH1754
 BH1754                         *CURRENT SURVEY CONTROL
 BH1754  ___________________________________________________________________
 BH1754* NAD 83(1986)-  30 14 57.     (N)    088 04 36.     (W)     SCALED    
 BH1754* NAVD 88     -         2.543  (meters)       8.34   (feet)  ADJUSTED  
 BH1754  ___________________________________________________________________
 BH1754  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1754  DYNAMIC HT  -           2.539 (meters)       8.33  (feet)  COMP
 BH1754  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH1754
 BH1754  VERT ORDER  -  FIRST     CLASS II
 BH1754
 BH1754.The horizontal coordinates were scaled from a topographic map and have
 BH1754.an estimated accuracy of +/- 6 seconds.
 BH1754
 BH1754.The orthometric height was determined by differential leveling
 BH1754.and adjusted by the National Geodetic Survey in June 1991..
 BH1754
 BH1754.This Tidal Bench Mark is designated as VM 795
 BH1754.by the Center for Operational Oceanographic Products and Services.
 BH1754
 BH1754.The geoid height was determined by GEOID03.
 BH1754
 BH1754.The dynamic height is computed by dividing the NAVD 88
 BH1754.geopotential number by the normal gravity value computed on the
 BH1754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1754.degrees latitude (g = 980.6199 gals.).
 BH1754
 BH1754.The modeled gravity was interpolated from observed gravity values.
 BH1754
 BH1754;                    North         East    Units  Estimated Accuracy
 BH1754;SPC AL W     -    27,760.      544,500.      MT  (+/- 180 meters Scaled)
 BH1754
 BH1754                          SUPERSEDED SURVEY CONTROL
 BH1754
 BH1754  NGVD 29 (06/24/99)    2.501  (m)            8.21   (f) ADJUSTED    1 2
 BH1754
 BH1754.Superseded values are not recommended for survey control.
 BH1754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1754.See file dsdata.txt to determine how the superseded data were derived.
 BH1754
 BH1754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU964468(NAD 83)
 BH1754_MARKER: DJ = TIDAL STATION DISK
 BH1754_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH1754+WITH SETTING: PAVEMENT
 BH1754_SP_SET: FOUNDATION
 BH1754_STAMPING: 5180 E 1976
 BH1754_MARK LOGO: NOS   
 BH1754_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1754
 BH1754  HISTORY     - Date     Condition        Report By
 BH1754  HISTORY     - 1976     MONUMENTED       NOS
 BH1754  HISTORY     - 1984     GOOD             NGS
 BH1754
 BH1754                          STATION DESCRIPTION
 BH1754
 BH1754'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1754'4.0 KM (2.5 MI) EAST FROM DAUPHIN ISLAND.
 BH1754'4.0 KM (2.45 MI) EAST ALONG BIENVILLE BOULEVARD FROM THE JUNCTION OF
 BH1754'STATE HIGHWAY 163 ON DAUPHIN ISLAND TO THE DAUPHIN ISLAND SEA LAB
 BH1754'COMPLEX JUST WEST OF FORT GAINES, A DISK SET IN TOP AND AT THE EXTREME
 BH1754'NORTHEAST CORNER OF THE CONCRETE FOUNDATION OF A STORAGE SHED,
 BH1754'20.73 METERS (68.0 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE SEA
 BH1754'LAB LIBRARY, 14.6 METERS (47.9 FT) SOUTH-SOUTHEAST OF THE SOUTHEAST
 BH1754'CORNER OF THE LIBRARY, AND 1.22 METERS (4.0 FT) SOUTH OF AN EAST-WEST
 BH1754'SECURITY WIRE FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1756 ***********************************************************************
 BH1756  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1756  DESIGNATION -  873 5180 TIDAL 1
 BH1756  PID         -  BH1756
 BH1756  STATE/COUNTY-  AL/MOBILE
 BH1756  USGS QUAD   -  FORT MORGAN (1982)
 BH1756
 BH1756                         *CURRENT SURVEY CONTROL
 BH1756  ___________________________________________________________________
 BH1756* NAD 83(1992)-  30 14 58.49540(N)    088 04 31.76194(W)     ADJUSTED  
 BH1756* NAVD 88     -         5.341  (meters)      17.52   (feet)  ADJUSTED  
 BH1756  ___________________________________________________________________
 BH1756  X           -     185,186.979 (meters)                     COMP
 BH1756  Y           -  -5,511,241.065 (meters)                     COMP
 BH1756  Z           -   3,194,292.830 (meters)                     COMP
 BH1756  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BH1756  ELLIP HEIGHT-         -22.41  (meters)          (06/19/02) GPS OBS
 BH1756  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1756  DYNAMIC HT  -           5.334 (meters)      17.50  (feet)  COMP
 BH1756  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH1756
 BH1756  HORZ ORDER  -  A
 BH1756  VERT ORDER  -  FIRST     CLASS II
 BH1756  ELLP ORDER  -  FOURTH    CLASS I
 BH1756
 BH1756.The horizontal coordinates were established by GPS observations
 BH1756.and adjusted by the National Geodetic Survey in June 2002..
 BH1756
 BH1756.The orthometric height was determined by differential leveling
 BH1756.and adjusted by the National Geodetic Survey in June 1991..
 BH1756
 BH1756.This Tidal Bench Mark is designated as VM 787
 BH1756.by the Center for Operational Oceanographic Products and Services.
 BH1756
 BH1756.This Tidal Bench Mark is designated as VM 17817
 BH1756.by the Center for Operational Oceanographic Products and Services.
 BH1756
 BH1756.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH1756
 BH1756.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1756
 BH1756.The ellipsoidal height was determined by GPS observations
 BH1756.and is referenced to NAD 83.
 BH1756
 BH1756.The geoid height was determined by GEOID03.
 BH1756
 BH1756.The dynamic height is computed by dividing the NAVD 88
 BH1756.geopotential number by the normal gravity value computed on the
 BH1756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1756.degrees latitude (g = 980.6199 gals.).
 BH1756
 BH1756.The modeled gravity was interpolated from observed gravity values.
 BH1756
 BH1756;                    North         East     Units Scale Factor Converg.
 BH1756;SPC AL W     -    27,805.585   544,615.868   MT  0.99997116   -0 17 23.7
 BH1756;UTM  16      - 3,346,930.846   396,529.063   MT  0.99973208   -0 32 30.6
 BH1756
 BH1756!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1756!SPC AL W     -   1.00000352  x   0.99997116  =   0.99997468
 BH1756!UTM  16      -   1.00000352  x   0.99973208  =   0.99973560
 BH1756
 BH1756                          SUPERSEDED SURVEY CONTROL
 BH1756
 BH1756  NAD 83(1992)-  30 14 58.49539(N)    088 04 31.76130(W) AD(       ) A
 BH1756  ELLIP H (08/31/99)  -22.41   (m)                       GP(       ) 3 1
 BH1756  NGVD 29 (06/24/99)    5.300  (m)           17.39   (f) ADJUSTED    1 2
 BH1756
 BH1756.Superseded values are not recommended for survey control.
 BH1756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1756.See file dsdata.txt to determine how the superseded data were derived.
 BH1756
 BH1756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9652946931(NAD 83)
 BH1756_MARKER: DB = BENCH MARK DISK
 BH1756_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 BH1756_SP_SET: MASSIVE RETAINING WALL/GUN MOUNT
 BH1756_STAMPING: BM. NO. 1 1960
 BH1756_MARK LOGO: CGS   
 BH1756_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1756_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1756_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1756+SATELLITE: SATELLITE OBSERVATIONS - December 03, 2003
 BH1756
 BH1756  HISTORY     - Date     Condition        Report By
 BH1756  HISTORY     - 1960     MONUMENTED       CGS
 BH1756  HISTORY     - 1984     GOOD             NGS
 BH1756  HISTORY     - 19980126 GOOD             NGS
 BH1756  HISTORY     - 20031203 GOOD             JCLS
 BH1756
 BH1756                          STATION DESCRIPTION
 BH1756
 BH1756'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1756'4.0 KM (2.5 MI) EAST FROM DAUPHIN ISLAND.
 BH1756'4.0 KM (2.5 MI) EAST ALONG BIENVILLE BOULEVARD FROM THE JUNCTION OF
 BH1756'STATE HIGHWAY 163 ON DAUPHIN ISLAND TO FORT GAINES, AT THE EAST END OF
 BH1756'THE ISLAND, A DISK SET IN TOP OF A CONCRETE GUN MOUNT AT THE NORTHEAST
 BH1756'CORNER OF THE MOUNT WHICH IS LOCATED OUTSIDE THE MAIN FORT WALL NEAR
 BH1756'THE NORTHWEST CORNER OF THE MAIN FORT, 15.24 METERS (50.0 FT) EAST OF
 BH1756'A RADIO TOWER.
 BH1756
 BH1756                          STATION RECOVERY (1998)
 BH1756
 BH1756'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BH1756'THE STATION IS LOCATED ABOUT 45.0 KM (27.95 MI) SOUTH OF MOBILE, NEAR
 BH1756'THE EAST END OF DAUPHIN ISLAND, AT FORT GAINES, OUTSIDE AND NORTHEAST
 BH1756'OF THE MAIN FORT WALL, SET IN TOP OF AND NEAR THE WEST-NORTHWEST
 BH1756'CORNER OF A LARGE ABANDONED CONCRETE GUN MOUNT ON TOP OF A HILL,
 BH1756'EAST-SOUTHEAST OF THE EASTERNMOST 1 OF 2 ENTRANCES TO THE FORT.
 BH1756'OWNERSHIP--STATE OF ALABAMA.  TO REACH THE STATION FROM THE JUNCTION
 BH1756'OF STATE HIGHWAY 193 (LEMOYNE DR) AND BIENVILLE BLVD NEAR THE WATER
 BH1756'TOWER/PIPE STAND ON DAUPHIN ISLAND, GO EASTERLY FOR 3.76 KM (2.35 MI)
 BH1756'ON THE BOULEVARD PASSING THE 2 OLD FORT ENTRANCES AND AROUND A CURVE
 BH1756'TO THE SOUTH TO THE GUN MOUNT AND STATION ON THE RIGHT.  STATION IS
 BH1756'7.45 M (24.44 FT) SOUTH-SOUTHWEST OF A CORPS OF ENGINEERS ALUMINUM
 BH1756'DISK STAMPED 21D-2C ELEV. 17.82 1979, 6.95 M (22.80 FT) WEST OF A
 BH1756'WITNESS POST, 0.5 M (1.6 FT) EAST-SOUTHEAST OF THE WEST-NORTHWEST
 BH1756'CONCRETE CORNER OF THE GUN MOUNT, ABOUT 5.0 M (16.4 FT) ABOVE THE
 BH1756'BOULEVARD AND FLUSH WITH THE TOP OF THE MOUNT.
 BH1756
 BH1756                          STATION RECOVERY (2003)
 BH1756
 BH1756'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BH1756'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1757 ***********************************************************************
 BH1757  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1757  DESIGNATION -  873 5180 TIDAL 2
 BH1757  PID         -  BH1757
 BH1757  STATE/COUNTY-  AL/MOBILE
 BH1757  USGS QUAD   -  FORT MORGAN (1982)
 BH1757
 BH1757                         *CURRENT SURVEY CONTROL
 BH1757  ___________________________________________________________________
 BH1757* NAD 83(1986)-  30 14 57.     (N)    088 04 32.     (W)     SCALED    
 BH1757* NAVD 88     -         6.824  (meters)      22.39   (feet)  ADJUSTED  
 BH1757  ___________________________________________________________________
 BH1757  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1757  DYNAMIC HT  -           6.815 (meters)      22.36  (feet)  COMP
 BH1757  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH1757
 BH1757  VERT ORDER  -  FIRST     CLASS II
 BH1757
 BH1757.The horizontal coordinates were scaled from a topographic map and have
 BH1757.an estimated accuracy of +/- 6 seconds.
 BH1757
 BH1757.The orthometric height was determined by differential leveling
 BH1757.and adjusted by the National Geodetic Survey in June 1991..
 BH1757
 BH1757.This Tidal Bench Mark is designated as VM 788
 BH1757.by the Center for Operational Oceanographic Products and Services.
 BH1757
 BH1757.The geoid height was determined by GEOID03.
 BH1757
 BH1757.The dynamic height is computed by dividing the NAVD 88
 BH1757.geopotential number by the normal gravity value computed on the
 BH1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1757.degrees latitude (g = 980.6199 gals.).
 BH1757
 BH1757.The modeled gravity was interpolated from observed gravity values.
 BH1757
 BH1757;                    North         East    Units  Estimated Accuracy
 BH1757;SPC AL W     -    27,760.      544,610.      MT  (+/- 180 meters Scaled)
 BH1757
 BH1757                          SUPERSEDED SURVEY CONTROL
 BH1757
 BH1757  NGVD 29 (06/24/99)    6.783  (m)           22.25   (f) ADJUSTED    1 2
 BH1757
 BH1757.Superseded values are not recommended for survey control.
 BH1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1757.See file dsdata.txt to determine how the superseded data were derived.
 BH1757
 BH1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU965468(NAD 83)
 BH1757_MARKER: DJ = TIDAL STATION DISK
 BH1757_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BH1757_SP_SET: WALL
 BH1757_STAMPING: BM NO 2 1960
 BH1757_MARK LOGO: CGS   
 BH1757_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1757+STABILITY: POSITION/ELEVATION WELL
 BH1757
 BH1757  HISTORY     - Date     Condition        Report By
 BH1757  HISTORY     - 1960     MONUMENTED       CGS
 BH1757  HISTORY     - 1984     GOOD             NGS
 BH1757
 BH1757                          STATION DESCRIPTION
 BH1757
 BH1757'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1757'4.0 KM (2.5 MI) EAST FROM DAUPHIN ISLAND.
 BH1757'4.0 KM (2.5 MI) EAST ALONG BIENVILLE BOULEVARD FROM THE JUNCTION OF
 BH1757'STATE HIGHWAY 163 ON DAUPHIN ISLAND TO FORT GAINES WHICH IS AT THE
 BH1757'EAST END OF THE ISLAND, A DISK SET IN A CONCRETE GUN MOUNT ON TOP OF
 BH1757'THE MAIN WALL, 7.6 METERS (25.0 FT) SOUTHEAST OF THE EXTREME NORTHWEST
 BH1757'CORNER OF THE FORT, AND 3.66 METERS (12.0 FT) NORTHEAST OF AN IRON
 BH1757'CANNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1758 ***********************************************************************
 BH1758  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1758  DESIGNATION -  873 5180 TIDAL 3
 BH1758  PID         -  BH1758
 BH1758  STATE/COUNTY-  AL/MOBILE
 BH1758  USGS QUAD   -  FORT MORGAN (1982)
 BH1758
 BH1758                         *CURRENT SURVEY CONTROL
 BH1758  ___________________________________________________________________
 BH1758* NAD 83(1986)-  30 14 55.     (N)    088 04 29.     (W)     SCALED    
 BH1758* NAVD 88     -         6.326  (meters)      20.75   (feet)  ADJUSTED  
 BH1758  ___________________________________________________________________
 BH1758  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH1758  DYNAMIC HT  -           6.317 (meters)      20.73  (feet)  COMP
 BH1758  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH1758
 BH1758  VERT ORDER  -  FIRST     CLASS II
 BH1758
 BH1758.The horizontal coordinates were scaled from a topographic map and have
 BH1758.an estimated accuracy of +/- 6 seconds.
 BH1758
 BH1758.The orthometric height was determined by differential leveling
 BH1758.and adjusted by the National Geodetic Survey in June 1991..
 BH1758
 BH1758.This Tidal Bench Mark is designated as VM 789
 BH1758.by the Center for Operational Oceanographic Products and Services.
 BH1758
 BH1758.The geoid height was determined by GEOID03.
 BH1758
 BH1758.The dynamic height is computed by dividing the NAVD 88
 BH1758.geopotential number by the normal gravity value computed on the
 BH1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1758.degrees latitude (g = 980.6199 gals.).
 BH1758
 BH1758.The modeled gravity was interpolated from observed gravity values.
 BH1758
 BH1758;                    North         East    Units  Estimated Accuracy
 BH1758;SPC AL W     -    27,700.      544,690.      MT  (+/- 180 meters Scaled)
 BH1758
 BH1758                          SUPERSEDED SURVEY CONTROL
 BH1758
 BH1758  NGVD 29 (06/24/99)    6.284  (m)           20.62   (f) ADJUSTED    1 2
 BH1758
 BH1758.Superseded values are not recommended for survey control.
 BH1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1758.See file dsdata.txt to determine how the superseded data were derived.
 BH1758
 BH1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU966468(NAD 83)
 BH1758_MARKER: DJ = TIDAL STATION DISK
 BH1758_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BH1758_SP_SET: WALL GUN MOUNT
 BH1758_STAMPING: BM NO 3 1960
 BH1758_MARK LOGO: CGS   
 BH1758_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1758+STABILITY: POSITION/ELEVATION WELL
 BH1758
 BH1758  HISTORY     - Date     Condition        Report By
 BH1758  HISTORY     - 1960     MONUMENTED       CGS
 BH1758  HISTORY     - 1984     GOOD             NGS
 BH1758
 BH1758                          STATION DESCRIPTION
 BH1758
 BH1758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1758'4.0 KM (2.5 MI) EAST FROM DAUPHIN ISLAND.
 BH1758'4.0 KM (2.5 MI) EAST ALONG BIENVILLE BOULEVARD FROM THE JUNCTION OF
 BH1758'STATE HIGHWAY 163 ON DAUPHIN ISLAND TO FORT GAINES ON THE EAST SIDE OF
 BH1758'THE ISLAND, A DISK SET IN A CONCRETE GUN MOUNT ON TOP OF THE MAIN WALL
 BH1758'OF THE FORT AT THE NORTHEAST CORNER OF FORT GAINES, AND 0.91 METERS
 BH1758'(3.0 FT) NORTHWEST OF AN IRON CANNON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1760 ***********************************************************************
 BH1760  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1760  DESIGNATION -  873 5180 TIDAL 4
 BH1760  PID         -  BH1760
 BH1760  STATE/COUNTY-  AL/MOBILE
 BH1760  USGS QUAD   -  FORT MORGAN (1982)
 BH1760
 BH1760                         *CURRENT SURVEY CONTROL
 BH1760  ___________________________________________________________________
 BH1760* NAD 83(1986)-  30 14 53.     (N)    088 04 31.     (W)     SCALED    
 BH1760* NAVD 88     -         6.481  (meters)      21.26   (feet)  ADJUSTED  
 BH1760  ___________________________________________________________________
 BH1760  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BH1760  DYNAMIC HT  -           6.472 (meters)      21.23  (feet)  COMP
 BH1760  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH1760
 BH1760  VERT ORDER  -  FIRST     CLASS II
 BH1760
 BH1760.The horizontal coordinates were scaled from a topographic map and have
 BH1760.an estimated accuracy of +/- 6 seconds.
 BH1760
 BH1760.The orthometric height was determined by differential leveling
 BH1760.and adjusted by the National Geodetic Survey in June 1991..
 BH1760
 BH1760.This Tidal Bench Mark is designated as VM 790
 BH1760.by the Center for Operational Oceanographic Products and Services.
 BH1760
 BH1760.The geoid height was determined by GEOID03.
 BH1760
 BH1760.The dynamic height is computed by dividing the NAVD 88
 BH1760.geopotential number by the normal gravity value computed on the
 BH1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1760.degrees latitude (g = 980.6199 gals.).
 BH1760
 BH1760.The modeled gravity was interpolated from observed gravity values.
 BH1760
 BH1760;                    North         East    Units  Estimated Accuracy
 BH1760;SPC AL W     -    27,640.      544,640.      MT  (+/- 180 meters Scaled)
 BH1760
 BH1760                          SUPERSEDED SURVEY CONTROL
 BH1760
 BH1760  NGVD 29 (06/24/99)    6.440  (m)           21.13   (f) ADJUSTED    1 2
 BH1760
 BH1760.Superseded values are not recommended for survey control.
 BH1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1760.See file dsdata.txt to determine how the superseded data were derived.
 BH1760
 BH1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU965467(NAD 83)
 BH1760_MARKER: DJ = TIDAL STATION DISK
 BH1760_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BH1760_SP_SET: FORT WALL GUN MOUNT
 BH1760_STAMPING: NO 4 1966
 BH1760_MARK LOGO: CGS   
 BH1760_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1760+STABILITY: POSITION/ELEVATION WELL
 BH1760
 BH1760  HISTORY     - Date     Condition        Report By
 BH1760  HISTORY     - 1966     MONUMENTED       CGS
 BH1760  HISTORY     - 1984     GOOD             NGS
 BH1760
 BH1760                          STATION DESCRIPTION
 BH1760
 BH1760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1760'4.0 KM (2.5 MI) EAST FROM DAUPHIN ISLAND.
 BH1760'4.0 KM (2.5 MI) EAST ALONG BIENVILLE BOULEVARD FROM THE JUNCTION OF
 BH1760'STATE HIGHWAY 163 ON DAUPHIN ISLAND TO FORT GAINES ON THE EAST SIDE OF
 BH1760'THE ISLAND, A DISK SET IN TOP OF A CONCRETE COPING OF A GUN MOUNT ON
 BH1760'THE SOUTHEAST SIDE OF THE FORT, 38.10 METERS (125.0 FT)
 BH1760'SOUTH-SOUTHWEST OF BENCH MARK 873 5180 TIDAL STEEL, AND 1.52 METERS
 BH1760'(5.0 FT) NORTHWEST OF THE SOUTHEAST EDGE OF THE FORT WALL.
 BH1760'THE MARK IS 0.43 M ABOVE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1759 ***********************************************************************
 BH1759  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1759  DESIGNATION -  873 5180 TIDAL STEEL PIPE
 BH1759  PID         -  BH1759
 BH1759  STATE/COUNTY-  AL/MOBILE
 BH1759  USGS QUAD   -  FORT MORGAN (1982)
 BH1759
 BH1759                         *CURRENT SURVEY CONTROL
 BH1759  ___________________________________________________________________
 BH1759* NAD 83(1986)-  30 14 53.     (N)    088 04 29.     (W)     SCALED    
 BH1759* NAVD 88     -         6.316  (meters)      20.72   (feet)  ADJUSTED  
 BH1759  ___________________________________________________________________
 BH1759  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BH1759  DYNAMIC HT  -           6.308 (meters)      20.70  (feet)  COMP
 BH1759  MODELED GRAV-     979,320.4   (mgal)                       NAVD 88
 BH1759
 BH1759  VERT ORDER  -  FIRST     CLASS II
 BH1759
 BH1759.The horizontal coordinates were scaled from a topographic map and have
 BH1759.an estimated accuracy of +/- 6 seconds.
 BH1759
 BH1759.The orthometric height was determined by differential leveling
 BH1759.and adjusted by the National Geodetic Survey in June 1991..
 BH1759
 BH1759.This Tidal Bench Mark is designated as VM 796
 BH1759.by the Center for Operational Oceanographic Products and Services.
 BH1759
 BH1759.The geoid height was determined by GEOID03.
 BH1759
 BH1759.The dynamic height is computed by dividing the NAVD 88
 BH1759.geopotential number by the normal gravity value computed on the
 BH1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1759.degrees latitude (g = 980.6199 gals.).
 BH1759
 BH1759.The modeled gravity was interpolated from observed gravity values.
 BH1759
 BH1759;                    North         East    Units  Estimated Accuracy
 BH1759;SPC AL W     -    27,640.      544,690.      MT  (+/- 180 meters Scaled)
 BH1759
 BH1759                          SUPERSEDED SURVEY CONTROL
 BH1759
 BH1759  NGVD 29 (06/24/99)    6.275  (m)           20.59   (f) ADJUSTED    1 2
 BH1759
 BH1759.Superseded values are not recommended for survey control.
 BH1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1759.See file dsdata.txt to determine how the superseded data were derived.
 BH1759
 BH1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU966467(NAD 83)
 BH1759_MARKER: Z = SEE DESCRIPTION
 BH1759_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 BH1759_SP_SET: WALL
 BH1759_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1759
 BH1759  HISTORY     - Date     Condition        Report By
 BH1759  HISTORY     - UNK      MONUMENTED       RBNF
 BH1759  HISTORY     - 1984     GOOD             NGS
 BH1759
 BH1759                          STATION DESCRIPTION
 BH1759
 BH1759'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1759'4.0 KM (2.5 MI) EAST FROM DAUPHIN ISLAND.
 BH1759'4.0 KM (2.5 MI) EAST ALONG BIENVILLE BOULEVARD FROM THE JUNCTION OF
 BH1759'STATE HIGHWAY 163 ON DAUPHIN ISLAND TO FORT GAINES ON THE EAST SIDE OF
 BH1759'THE ISLAND, THE MARK IS THE TOP OF A 2-INCH DIAMETER STEEL ROD
 BH1759'(ACTUALLY A 1922 CAR AXLE) WHICH PROJECTS 38.5 CM (15-INCHES) ABOVE
 BH1759'THE LEVEL OF THE WALL, AT THE EXTREME EAST CORNER OF THE FORT, THE
 BH1759'PIPE HAS A TRIANGLE CHISELED IN THE TOP OF IT, 1.52 METERS (5.0 FT)
 BH1759'WEST-NORTHWEST OF THE EXTREME EAST CORNER OF THE FORT WALL, AND
 BH1759'38.10 METERS (125.0 FT) NORTHEAST OF BENCH MARK NO 4.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1731 ***********************************************************************
 BH1731  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1731  DESIGNATION -  873 5523 B TIDAL
 BH1731  PID         -  BH1731
 BH1731  STATE/COUNTY-  AL/MOBILE
 BH1731  USGS QUAD   -  BELLEFONTAINE (1985)
 BH1731
 BH1731                         *CURRENT SURVEY CONTROL
 BH1731  ___________________________________________________________________
 BH1731* NAD 83(1986)-  30 26 42.     (N)    088 06 49.     (W)     SCALED    
 BH1731* NAVD 88     -         2.552  (meters)       8.37   (feet)  ADJUSTED  
 BH1731  ___________________________________________________________________
 BH1731  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH1731  DYNAMIC HT  -           2.549 (meters)       8.36  (feet)  COMP
 BH1731  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 BH1731
 BH1731  VERT ORDER  -  FIRST     CLASS II
 BH1731
 BH1731.The horizontal coordinates were scaled from a topographic map and have
 BH1731.an estimated accuracy of +/- 6 seconds.
 BH1731
 BH1731.The orthometric height was determined by differential leveling
 BH1731.and adjusted by the National Geodetic Survey in June 1991..
 BH1731
 BH1731.This Tidal Bench Mark is designated as VM 10349
 BH1731.by the Center for Operational Oceanographic Products and Services.
 BH1731
 BH1731.The geoid height was determined by GEOID03.
 BH1731
 BH1731.The dynamic height is computed by dividing the NAVD 88
 BH1731.geopotential number by the normal gravity value computed on the
 BH1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1731.degrees latitude (g = 980.6199 gals.).
 BH1731
 BH1731.The modeled gravity was interpolated from observed gravity values.
 BH1731
 BH1731;                    North         East    Units  Estimated Accuracy
 BH1731;SPC AL W     -    49,490.      541,060.      MT  (+/- 180 meters Scaled)
 BH1731
 BH1731                          SUPERSEDED SURVEY CONTROL
 BH1731
 BH1731  NGVD 29 (06/24/99)    2.511  (m)            8.24   (f) ADJUSTED    1 2
 BH1731
 BH1731.Superseded values are not recommended for survey control.
 BH1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1731.See file dsdata.txt to determine how the superseded data were derived.
 BH1731
 BH1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU930686(NAD 83)
 BH1731_MARKER: DJ = TIDAL STATION DISK
 BH1731_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH1731+WITH SETTING: PAVEMENT
 BH1731_SP_SET: CONCRETE LANDING
 BH1731_STAMPING: 5523 B 1980
 BH1731_MARK LOGO: NOS   
 BH1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1731+STABILITY: SURFACE MOTION
 BH1731
 BH1731  HISTORY     - Date     Condition        Report By
 BH1731  HISTORY     - 1980     MONUMENTED       NOS
 BH1731  HISTORY     - 1984     GOOD             NGS
 BH1731
 BH1731                          STATION DESCRIPTION
 BH1731
 BH1731'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1731'16.9 KM (10.45 MI) SE FROM THEODORE.
 BH1731'9.4 KM (5.8 MI) SOUTH ALONG COUNTY ROAD 59 FROM THE FIRST BAPTIST
 BH1731'CHURCH IN THEODORE, THENCE 5.3 KM (3.3 MI) EAST ALONG FOWL RIVER ROAD
 BH1731'(COUNTY ROAD 22), THENCE 2.2 KM (1.35 MI) SOUTH ALONG STATE HIGHWAY
 BH1731'163 TO THE MARK ON THE PROPERTY OF THE FOWL RIVER MARINA, A DISK SET
 BH1731'IN TOP AND IN THE SOUTHWEST CORNER OF A CONCRETE LANDING OF A SMALL 20
 BH1731'BY 20 FOOT TIN BUILDING, 60.96 METERS (200.0 FT) NORTH-NORTHEAST OF
 BH1731'THE MARINA STORE BUILDING, 60.96 METERS (200.0 FT) EAST-SOUTHEAST OF
 BH1731'BENCH MARK 873 5523 C, 18.29 METERS (60.0 FT) NORTHWEST OF A 77 CM (30
 BH1731'INCH) OAK TREE, 1.19 METERS (3.9 FT) SOUTH OF THE SOUTHWEST CORNER OF
 BH1731'THE TIN BUILDING, AND 17.37 METERS (57.0 FT) NORTHEAST OF THE
 BH1731'APPROXIMATE CENTER OF A NORTHWEST-SOUTHEAST ROAD LEADING TO THE
 BH1731'LOADING DOCKS.
 BH1731'THE MARK IS 0.30 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1730 ***********************************************************************
 BH1730  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1730  DESIGNATION -  873 5523 C TIDAL
 BH1730  PID         -  BH1730
 BH1730  STATE/COUNTY-  AL/MOBILE
 BH1730  USGS QUAD   -  BELLEFONTAINE (1985)
 BH1730
 BH1730                         *CURRENT SURVEY CONTROL
 BH1730  ___________________________________________________________________
 BH1730* NAD 83(1986)-  30 26 43.     (N)    088 06 53.     (W)     SCALED    
 BH1730* NAVD 88     -         4.941  (meters)      16.21   (feet)  ADJUSTED  
 BH1730  ___________________________________________________________________
 BH1730  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH1730  DYNAMIC HT  -           4.934 (meters)      16.19  (feet)  COMP
 BH1730  MODELED GRAV-     979,330.1   (mgal)                       NAVD 88
 BH1730
 BH1730  VERT ORDER  -  FIRST     CLASS II
 BH1730
 BH1730.The horizontal coordinates were scaled from a topographic map and have
 BH1730.an estimated accuracy of +/- 6 seconds.
 BH1730
 BH1730.The orthometric height was determined by differential leveling
 BH1730.and adjusted by the National Geodetic Survey in June 1991..
 BH1730
 BH1730.This Tidal Bench Mark is designated as VM 10350
 BH1730.by the Center for Operational Oceanographic Products and Services.
 BH1730
 BH1730.The geoid height was determined by GEOID03.
 BH1730
 BH1730.The dynamic height is computed by dividing the NAVD 88
 BH1730.geopotential number by the normal gravity value computed on the
 BH1730.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1730.degrees latitude (g = 980.6199 gals.).
 BH1730
 BH1730.The modeled gravity was interpolated from observed gravity values.
 BH1730
 BH1730;                    North         East    Units  Estimated Accuracy
 BH1730;SPC AL W     -    49,520.      540,960.      MT  (+/- 180 meters Scaled)
 BH1730
 BH1730                          SUPERSEDED SURVEY CONTROL
 BH1730
 BH1730  NGVD 29 (06/24/99)    4.900  (m)           16.08   (f) ADJUSTED    1 2
 BH1730
 BH1730.Superseded values are not recommended for survey control.
 BH1730.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1730.See file dsdata.txt to determine how the superseded data were derived.
 BH1730
 BH1730_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU929686(NAD 83)
 BH1730_MARKER: DJ = TIDAL STATION DISK
 BH1730_SETTING: 50 = ALUMINUM ALLOY ROD W/O SLEEVE (10 FT.+)
 BH1730_SP_SET: ALUMINUM ALLOY ROD
 BH1730_STAMPING: 5523 C 1980
 BH1730_MARK LOGO: NOS   
 BH1730_PROJECTION: PROJECTING 5 CENTIMETERS
 BH1730_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1730_ROD/PIPE-DEPTH: 16.8 meters
 BH1730
 BH1730  HISTORY     - Date     Condition        Report By
 BH1730  HISTORY     - 1980     MONUMENTED       NOS
 BH1730  HISTORY     - 1984     GOOD             NGS
 BH1730
 BH1730                          STATION DESCRIPTION
 BH1730
 BH1730'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1730'16.9 KM (10.45 MI) SE FROM THEODORE.
 BH1730'9.4 KM (5.8 MI) SOUTH ALONG COUNTY ROAD 59 FROM THE FIRST BAPTIST
 BH1730'CHURCH IN THEODORE, THENCE 5.3 KM (3.3 MI) EAST ALONG FOWL RIVER ROAD
 BH1730'(COUNTY ROAD 22), THENCE 2.2 KM (1.35 MI) SOUTH ALONG STATE HIGHWAY
 BH1730'163 TO THE MARK AT THE ENTRANCE TO THE FOWL RIVER MARINA, 31.09 METERS
 BH1730'(102.0 FT) NORTHEAST OF THE APPROXIMATE CENTER OF A SHELL ROAD
 BH1730'ENTERING SOUTHEAST TO THE MARINA, AND 0.30 METERS (1.0 FT)
 BH1730'EAST-SOUTHEAST OF THE EAST BRACE OF THE FOWL RIVER MARINA SIGN.
 BH1730'THE MARK IS ABOVE LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1749 ***********************************************************************
 BH1749  TIDAL BM    -  This is a Tidal Bench Mark.
 BH1749  DESIGNATION -  873 5587 TIDAL CROSS
 BH1749  PID         -  BH1749
 BH1749  STATE/COUNTY-  AL/MOBILE
 BH1749  USGS QUAD   -  LITTLE DAUPHIN ISLAND (1982)
 BH1749
 BH1749                         *CURRENT SURVEY CONTROL
 BH1749  ___________________________________________________________________
 BH1749* NAD 83(1986)-  30 15 13.     (N)    088 06 45.     (W)     SCALED    
 BH1749* NAVD 88     -         2.773  (meters)       9.10   (feet)  ADJUSTED  
 BH1749  ___________________________________________________________________
 BH1749  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH1749  DYNAMIC HT  -           2.769 (meters)       9.08  (feet)  COMP
 BH1749  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 BH1749
 BH1749  VERT ORDER  -  FIRST     CLASS II
 BH1749
 BH1749.The horizontal coordinates were scaled from a topographic map and have
 BH1749.an estimated accuracy of +/- 6 seconds.
 BH1749
 BH1749.The orthometric height was determined by differential leveling
 BH1749.and adjusted by the National Geodetic Survey in June 1991..
 BH1749
 BH1749.This Tidal Bench Mark is designated as VM 10355
 BH1749.by the Center for Operational Oceanographic Products and Services.
 BH1749
 BH1749.The geoid height was determined by GEOID03.
 BH1749
 BH1749.The dynamic height is computed by dividing the NAVD 88
 BH1749.geopotential number by the normal gravity value computed on the
 BH1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1749.degrees latitude (g = 980.6199 gals.).
 BH1749
 BH1749.The modeled gravity was interpolated from observed gravity values.
 BH1749
 BH1749;                    North         East    Units  Estimated Accuracy
 BH1749;SPC AL W     -    28,270.      541,060.      MT  (+/- 180 meters Scaled)
 BH1749
 BH1749                          SUPERSEDED SURVEY CONTROL
 BH1749
 BH1749  NGVD 29 (06/24/99)    2.732  (m)            8.96   (f) ADJUSTED    1 2
 BH1749
 BH1749.Superseded values are not recommended for survey control.
 BH1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1749.See file dsdata.txt to determine how the superseded data were derived.
 BH1749
 BH1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU929474(NAD 83)
 BH1749_MARKER: B = BOLT
 BH1749_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BH1749+WITH SETTING: PAVEMENT
 BH1749_SP_SET: FOUNDATION BOLT
 BH1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1749+STABILITY: SURFACE MOTION
 BH1749
 BH1749  HISTORY     - Date     Condition        Report By
 BH1749  HISTORY     - UNK      MONUMENTED       RBNF
 BH1749  HISTORY     - 1984     GOOD             NGS
 BH1749
 BH1749                          STATION DESCRIPTION
 BH1749
 BH1749'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1749'IN DAUPHIN ISLAND.
 BH1749'ON DAUPHIN ISLAND JUST SOUTH OF THE JUNCTION OF STATE HIGHWAY 163 (LE
 BH1749'MOYER DRIVE) AND BIENVILLE BOULEVARD, A CROSS CHISELED ON TOP OF AN
 BH1749'ANCHOR BOLT ON THE EAST SIDE OF DAUPHIN ISLAND WATER TANK.
 BH1749'THE MARK IS 0.30 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1745 ***********************************************************************
 EF1745  DESIGNATION -  8747
 EF1745  PID         -  EF1745
 EF1745  STATE/COUNTY-  AL/MADISON
 EF1745  USGS QUAD   -  MOONTOWN (1974)
 EF1745
 EF1745                         *CURRENT SURVEY CONTROL
 EF1745  ___________________________________________________________________
 EF1745* NAD 83(1992)-  34 44 07.70624(N)    086 25 49.16609(W)     ADJUSTED  
 EF1745* NAVD 88     -       190.71   (meters)     625.7    (feet)  N HEIGHT  
 EF1745  ___________________________________________________________________
 EF1745  X           -     326,711.250 (meters)                     COMP
 EF1745  Y           -  -5,237,155.649 (meters)                     COMP
 EF1745  Z           -   3,613,881.452 (meters)                     COMP
 EF1745  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 EF1745  ELLIP HEIGHT-         161.77  (meters)          (07/29/02) GPS OBS
 EF1745  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EF1745  DYNAMIC HT  -         190.51  (meters)     625.0   (feet)  COMP
 EF1745  MODELED GRAV-     979,621.5   (mgal)                       NAVD 88
 EF1745
 EF1745  HORZ ORDER  -  FIRST
 EF1745  VERT ORDER  -  THIRD
 EF1745  ELLP ORDER  -  FOURTH    CLASS I
 EF1745
 EF1745.The horizontal coordinates were established by GPS observations
 EF1745.and adjusted by the National Geodetic Survey in December 1992..
 EF1745
 EF1745.The orthometric height was determined by differential leveling
 EF1745.and adjusted by the National Geodetic Survey in September 1998..
 EF1745.The height was determined by precise leveling from only one NSRS
 EF1745.bench mark.  This was not adequate "tie leveling" to NSRS and was
 EF1745.allowed ONLY to validate the GPS-derived height.
 EF1745
 EF1745.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1745
 EF1745.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1745
 EF1745.The ellipsoidal height was determined by GPS observations
 EF1745.and is referenced to NAD 83.
 EF1745
 EF1745.The geoid height was determined by GEOID03.
 EF1745
 EF1745.The dynamic height is computed by dividing the NAVD 88
 EF1745.geopotential number by the normal gravity value computed on the
 EF1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1745.degrees latitude (g = 980.6199 gals.).
 EF1745
 EF1745.The modeled gravity was interpolated from observed gravity values.
 EF1745
 EF1745;                    North         East     Units Scale Factor Converg.
 EF1745;SPC AL E     -   469,848.641   145,328.856   MT  0.99999683   -0 20 24.6
 EF1745;UTM  16      - 3,843,856.498   552,150.928   MT  0.99963352   +0 19 28.6
 EF1745
 EF1745!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1745!SPC AL E     -   0.99997461  x   0.99999683  =   0.99997144
 EF1745!UTM  16      -   0.99997461  x   0.99963352  =   0.99960814
 EF1745
 EF1745                          SUPERSEDED SURVEY CONTROL
 EF1745
 EF1745  ELLIP H (12/04/92)  161.85   (m)                       GP(       ) 4 1
 EF1745  NAD 83(1992)-  34 44 07.71304(N)    086 25 49.15703(W) AD(       ) 1
 EF1745  NGVD 29 (??/??/??)  190.67   (m)          625.6    (f) N HEIGHT    3  
 EF1745
 EF1745.Superseded values are not recommended for survey control.
 EF1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1745.See file dsdata.txt to determine how the superseded data were derived.
 EF1745
 EF1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5215143856(NAD 83)
 EF1745_MARKER: DD = SURVEY DISK
 EF1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1745_SP_SET: CONCRETE POST
 EF1745_STAMPING: 8747
 EF1745_MARK LOGO: NONE  
 EF1745_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1745+STABILITY: SURFACE MOTION
 EF1745_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1745+SATELLITE: SATELLITE OBSERVATIONS - June 01, 1995
 EF1745
 EF1745  HISTORY     - Date     Condition        Report By
 EF1745  HISTORY     - UNK      MONUMENTED       AL1730
 EF1745  HISTORY     - 19900619 GOOD             ALHD
 EF1745  HISTORY     - 19910206 GOOD
 EF1745  HISTORY     - 19950601 GOOD             ALHD
 EF1745
 EF1745                          STATION DESCRIPTION
 EF1745
 EF1745'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1745'THE STATION IS LOCATED IN MADISON COUNTY ON THE WEST RIGHT OF WAY OF
 EF1745'BROCK ROAD, ABOUT 6.76 KM (4.20 MI) NORTHWEST OF GURLEY AND ABOUT
 EF1745'14.16 KM (8.80 MI) EAST OF HUNTSVILLE.
 EF1745'THE STATION IS LOCATED IN THE NORTHWEST QUADRANT OF THE INTERSECTION
 EF1745'OF U. S. 72 AND BROCK ROAD, MILE POST 109.25 ON U. S. 72, ABOUT 6.76
 EF1745'KM (4.20 MI) NORTHWEST OF GURLEY.
 EF1745'THE STATION IS 3.57 M (11.71 FT) WEST OF A MADISON COUNTY SHARON
 EF1745'JOHNSTON PARK SIGN, 10.18 M (33.40 FT) WEST OF THE CENTERLINE OF
 EF1745'BROCK ROAD, 12.47 M (40.91 FT) NORTH - NORTHEAST OF A WATER VALVE,
 EF1745'17.01 M (55.81 FT) WEST OF POWER POLE NO. 3922A WITH AN ELECTRIC
 EF1745'METER AND NIGHT LIGHT, 18.29 M (60.01 FT) NORTH OF THE WEST END OF AN
 EF1745'18 INCH CONCRETE PIPE UNDER BROCK ROAD, 31.39 M (102.99 FT) NORTH -
 EF1745'NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF U. S. 72, 0.55
 EF1745'M (1.80 FT) EAST - SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND
 EF1745'SET SIX INCHES UNDERGROUND.
 EF1745'STATION 45 - 10 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1745
 EF1745                          STATION RECOVERY (1991)
 EF1745
 EF1745'RECOVERED 1991
 EF1745'RECOVERED IN GOOD CONDITION.
 EF1745
 EF1745                          STATION RECOVERY (1995)
 EF1745
 EF1745'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JLD)
 EF1745'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED. THE OLD
 EF1745'AZIMUTH MARK 45-10 HAS BEEN DESTROYED.  A NEW AZIMUTH 45-43 WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1035 ***********************************************************************
 EF1035  DESIGNATION -  88
 EF1035  PID         -  EF1035
 EF1035  STATE/COUNTY-  AL/COLBERT
 EF1035  USGS QUAD   -  WRIGHT (1970)
 EF1035
 EF1035                         *CURRENT SURVEY CONTROL
 EF1035  ___________________________________________________________________
 EF1035* NAD 83(1986)-  34 52 53.     (N)    087 58 47.     (W)     SCALED    
 EF1035* NAVD 88     -       127.213  (meters)     417.36   (feet)  POSTED    
 EF1035  ___________________________________________________________________
 EF1035  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EF1035  DYNAMIC HT  -         127.090 (meters)     416.96  (feet)  COMP
 EF1035  MODELED GRAV-     979,683.4   (mgal)                       NAVD 88
 EF1035
 EF1035  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1035
 EF1035.The horizontal coordinates were scaled from a topographic map and have
 EF1035.an estimated accuracy of +/- 6 seconds.
 EF1035
 EF1035.The orthometric height was determined by differential leveling
 EF1035.and adjusted by the National Geodetic Survey in 1992..
 EF1035.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1035.rate of 0.0 thru 1.0 mm/km.
 EF1035
 EF1035.The geoid height was determined by GEOID03.
 EF1035
 EF1035.The dynamic height is computed by dividing the NAVD 88
 EF1035.geopotential number by the normal gravity value computed on the
 EF1035.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1035.degrees latitude (g = 980.6199 gals.).
 EF1035
 EF1035.The modeled gravity was interpolated from observed gravity values.
 EF1035
 EF1035;                    North         East    Units  Estimated Accuracy
 EF1035;SPC AL W     -   541,390.      556,150.      MT  (+/- 180 meters Scaled)
 EF1035
 EF1035                          SUPERSEDED SURVEY CONTROL
 EF1035
 EF1035  NGVD 29 (??/??/92)  127.222  (m)          417.39   (f) ADJ UNCH    1 2
 EF1035
 EF1035.Superseded values are not recommended for survey control.
 EF1035.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1035.See file dsdata.txt to determine how the superseded data were derived.
 EF1035
 EF1035_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD104603(NAD 83)
 EF1035_MARKER: DD = SURVEY DISK
 EF1035_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1035_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1035_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1035+STABILITY: SURFACE MOTION
 EF1035
 EF1035  HISTORY     - Date     Condition        Report By
 EF1035  HISTORY     - UNK      MONUMENTED       USE
 EF1035  HISTORY     - 1950     GOOD             TVA
 EF1035  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF1035
 EF1035                          STATION DESCRIPTION
 EF1035
 EF1035'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EF1035'21 MI NW FROM SHEFFIELD.
 EF1035'ABOUT 21 MILES DOWNSTREAM FROM SHEFFIELD, COLBERT COUNTY ON THE LEFT
 EF1035'BANK OF TENNESSEE RIVER, AT MILEAGE 231, IN A HOLLOW ON THE LEFT SIDE
 EF1035'OF COLBERT SHOALS CANAL, ABOUT 700 FEET UPSTREAM FROM A SPILLWAY IN
 EF1035'THE CANAL, ABOUT 190 FEET SOUTHWEST FROM THE WEST END OF A 3 X 4 FT.
 EF1035'CONCRETE CULVERT UNDER CANAL ROAD, 45 FEET SOUTH FROM NATURAL ROCK
 EF1035'FALLS IN BRANCH RUNNING EAST AND 27 FEET EAST OF SMALL BRANCH RUNNING
 EF1035'NORTH.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, SET IN TOP OF
 EF1035'A CONCRETE POST ABOUT 5 INCHES ABOVE GROUND.
 EF1035
 EF1035                          STATION RECOVERY (1973)
 EF1035
 EF1035'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1035'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1707 ***********************************************************************
 EF1707  DESIGNATION -  8900
 EF1707  PID         -  EF1707
 EF1707  STATE/COUNTY-  AL/MADISON
 EF1707  USGS QUAD   -  TONEY (1975)
 EF1707
 EF1707                         *CURRENT SURVEY CONTROL
 EF1707  ___________________________________________________________________
 EF1707* NAD 83(1992)-  34 57 44.79327(N)    086 44 52.68105(W)     ADJUSTED  
 EF1707* NAVD 88     -       273.0    (meters)     896.     (feet)  VERTCON   
 EF1707  ___________________________________________________________________
 EF1707  X           -     296,859.671 (meters)                     COMP
 EF1707  Y           -  -5,224,589.425 (meters)                     COMP
 EF1707  Z           -   3,634,593.406 (meters)                     COMP
 EF1707  LAPLACE CORR-          -2.39  (seconds)                    DEFLEC99
 EF1707  ELLIP HEIGHT-         244.98  (meters)          (07/29/02) GPS OBS
 EF1707  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 EF1707
 EF1707  HORZ ORDER  -  SECOND
 EF1707  ELLP ORDER  -  FOURTH    CLASS I
 EF1707
 EF1707.The horizontal coordinates were established by GPS observations
 EF1707.and adjusted by the National Geodetic Survey in December 1992..
 EF1707
 EF1707.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1707.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1707
 EF1707.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1707
 EF1707.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1707
 EF1707.The ellipsoidal height was determined by GPS observations
 EF1707.and is referenced to NAD 83.
 EF1707
 EF1707.The geoid height was determined by GEOID03.
 EF1707
 EF1707;                    North         East     Units Scale Factor Converg.
 EF1707;SPC AL E     -   495,246.820   116,468.751   MT  1.00004596   -0 31 26.9
 EF1707;UTM  16      - 3,868,907.101   523,008.961   MT  0.99960652   +0 08 39.9
 EF1707
 EF1707!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1707!SPC AL E     -   0.99996155  x   1.00004596  =   1.00000751
 EF1707!UTM  16      -   0.99996155  x   0.99960652  =   0.99956808
 EF1707
 EF1707                          SUPERSEDED SURVEY CONTROL
 EF1707
 EF1707  NAD 83(1992)-  34 57 44.79972(N)    086 44 52.68071(W) AD(       ) 2
 EF1707  NGVD 29 (11/20/91)  272.9    (m)          895.     (f) GPS OBS        
 EF1707
 EF1707.Superseded values are not recommended for survey control.
 EF1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1707.See file dsdata.txt to determine how the superseded data were derived.
 EF1707
 EF1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2300968907(NAD 83)
 EF1707_MARKER: DD = SURVEY DISK
 EF1707_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EF1707_SP_SET: PREFAB CONC. POST IN EARTH
 EF1707_STAMPING: 8900
 EF1707_MARK LOGO: AAS   
 EF1707_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1707_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1707_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1707+SATELLITE: SATELLITE OBSERVATIONS - September 25, 1990
 EF1707
 EF1707  HISTORY     - Date     Condition        Report By
 EF1707  HISTORY     - 1989     MONUMENTED       AAS
 EF1707  HISTORY     - 19900925 GOOD
 EF1707
 EF1707                          STATION DESCRIPTION
 EF1707
 EF1707'DESCRIBED BY ATLANTIC AERIAL SURVEYS 1989
 EF1707'STATION LOCATED IN NW 1/4 OF NW 1/4 SECTION 16, T.1S, R.2W, IN THE SE
 EF1707'QUADRANT OF WALL TRIANA HIGHWAY INTERSECTION WITH PULASKI PIKE. THE
 EF1707'STATION IS 83.4 FT. EAST OF CENTERLINE OF WALL TRIANA HIGHWAY, 40.0
 EF1707'FT.SOUTH OF CENTERLINE OF PULASKI PIKE, 93.3 FT. SOUTHEAST OF
 EF1707'CENTERLINE OF INTERSECTION, 52.6 FT. NE OF 42 INCH (CIRCUMFERENCE)
 EF1707'PINE TREE, 1.7 FT. SW OF GREEN CABLE BOX(2B15LP2), 15.5 FT. SW OF
 EF1707'CORNERPOST OF FENCE, 69.7 FT. SOUTH OF 37 INCH(CIRCUMFERENCE) PINE
 EF1707'TREE, 140.65 FT. EAST OF TELEPHONE POLE(B491SPPAH440), 58 FT. NE OF
 EF1707'BENCHMARK, TT N 32 1935 RESET 1958. THE STATION IS A CONCRETE
 EF1707'MONUMENT WITH AN IMBEDDED 2 INCH DIAMETER BRONZE DISK STAMPED 8900
 EF1707'AND PROTRUDING APPROXIMATELY 1.0 FT (0.3 M) ABOVE GROUND.
 EF1707'TO REACH THE STATION FROM THE INTERSECTION OF STATE ROAD 53 AND U.S.
 EF1707'HIGWAY 72 WEST, TRAVEL NORTH/NW ON STATE ROAD 53 13.55 MILES TO
 EF1707'INTERSECTION WITH THE WALL TRIANA HIGHWAY. GO NORTH ON WALL TRIANA
 EF1707'4.55 MILES TO INTERSECTION WITH PULASKI PIKE AND THE MARKER IN THE SE
 EF1707'QUADRANT.
 EF1707
 EF1707                          STATION RECOVERY (1990)
 EF1707
 EF1707'RECOVERED 1990
 EF1707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2407 ***********************************************************************
 CM2407  DESIGNATION -  9 1
 CM2407  PID         -  CM2407
 CM2407  STATE/COUNTY-  AL/CHAMBERS
 CM2407  USGS QUAD   -  LANETT SOUTH (1984)
 CM2407
 CM2407                         *CURRENT SURVEY CONTROL
 CM2407  ___________________________________________________________________
 CM2407* NAD 83(1992)-  32 49 37.69441(N)    085 14 08.55233(W)     ADJUSTED  
 CM2407* NAVD 88     -       200.1    (meters)     656.     (feet)  VERTCON   
 CM2407  ___________________________________________________________________
 CM2407  X           -     445,602.546 (meters)                     COMP
 CM2407  Y           -  -5,346,498.401 (meters)                     COMP
 CM2407  Z           -   3,437,957.554 (meters)                     COMP
 CM2407  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CM2407  ELLIP HEIGHT-         171.13  (meters)          (07/29/02) GPS OBS
 CM2407  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CM2407
 CM2407  HORZ ORDER  -  FIRST
 CM2407  ELLP ORDER  -  FOURTH    CLASS I
 CM2407
 CM2407.The horizontal coordinates were established by GPS observations
 CM2407.and adjusted by the National Geodetic Survey in September 1997..
 CM2407
 CM2407.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2407.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2407
 CM2407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2407
 CM2407.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2407
 CM2407.The ellipsoidal height was determined by GPS observations
 CM2407.and is referenced to NAD 83.
 CM2407
 CM2407.The geoid height was determined by GEOID03.
 CM2407
 CM2407;                    North         East     Units Scale Factor Converg.
 CM2407;SPC AL E     -   258,183.220   255,956.755   MT  0.99999859   +0 19 26.3
 CM2407;SPC GA W     -   313,938.566   599,907.792   MT  1.00002349   -0 34 46.5
 CM2407;SPC GA W     - 1,029,980.11  1,968,197.48   sFT  1.00002349   -0 34 46.5
 CM2407;UTM  16      - 3,633,502.272   665,144.199   MT  0.99993629   +0 57 23.9
 CM2407
 CM2407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2407!SPC AL E     -   0.99997313  x   0.99999859  =   0.99997172
 CM2407!SPC GA W     -   0.99997313  x   1.00002349  =   0.99999662
 CM2407!UTM  16      -   0.99997313  x   0.99993629  =   0.99990942
 CM2407
 CM2407:                Primary Azimuth Mark                     Grid Az
 CM2407:SPC AL E     -  ROACH                                    185 08 58.1
 CM2407:SPC GA W     -  ROACH                                    186 03 10.9
 CM2407:UTM  16      -  ROACH                                    184 31 00.5
 CM2407
 CM2407|---------------------------------------------------------------------|
 CM2407| PID    Reference Object                     Distance      Geod. Az  |
 CM2407|                                                           dddmmss.s |
 CM2407| CM2193 ROACH                               471.401 METERS 1852824.4 |
 CM2407|---------------------------------------------------------------------|
 CM2407
 CM2407                          SUPERSEDED SURVEY CONTROL
 CM2407
 CM2407  NAD 83(1992)-  32 49 37.69345(N)    085 14 08.55402(W) AD(       ) 1
 CM2407  ELLIP H (12/04/92)  171.17   (m)                       GP(       ) 4 1
 CM2407  NAD 83(1986)-  32 49 37.70076(N)    085 14 08.55145(W) AD(       ) 1
 CM2407  NGVD 29 (12/04/92)  200.1    (m)          656.     (f) GPS OBS        
 CM2407
 CM2407.Superseded values are not recommended for survey control.
 CM2407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2407.See file dsdata.txt to determine how the superseded data were derived.
 CM2407
 CM2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6514433502(NAD 83)
 CM2407_MARKER: DD = SURVEY DISK
 CM2407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2407_SP_SET: CONCRETE POST
 CM2407_STAMPING: 9-1 1991
 CM2407_MARK LOGO: ALHD  
 CM2407_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2407+STABILITY: SURFACE MOTION
 CM2407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2407+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2407
 CM2407  HISTORY     - Date     Condition        Report By
 CM2407  HISTORY     - 1991     MONUMENTED       ALHD
 CM2407
 CM2407                          STATION DESCRIPTION
 CM2407
 CM2407'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2407'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE WEST RIGHT OF WAY OF
 CM2407'CUSSETA ROAD (COUNTY ROAD 299), ABOUT 3.50 MI (5.63 KM) NORTHWEST OF
 CM2407'FAIRFAX AND ABOUT 4.10 MI (6.60 KM) SOUTHWEST OF LANETT.
 CM2407'TO REACH THE STATION FROM EXIT 77 ON I-85, DRIVE NORTHWEST ON CHAMBERS
 CM2407'COUNTY ROAD NO. 208 FOR 1.35 MI (2.17 KM) TO A PAVED CROSS ROAD AT
 CM2407'THE HUGULEY ELEMENTARY SCHOOL AND A TRAFFIC LIGHT WITH CUSSETA ROAD
 CM2407'(COUNTY ROAD 299) LEFT AND RIGHT, TURN LEFT ON CUSSETA ROAD AND DRIVE
 CM2407'SOUTHWEST FOR 0.60 MI (0.97 KM) TO THE STATION ON THE RIGHT AT A
 CM2407'GRAVEL ROAD.
 CM2407'THE STATION IS 18.8 FT (5.7 M) NORTH-NORTHWEST OF THE NORTH END OF A
 CM2407'FIFTEEN-INCH PIPE UNDER THE GRAVEL ROAD, 20.9 FT (6.4 M) SOUTHEAST OF
 CM2407'THE SOUTHEAST CORNER POST OF A GRAPE VINE ARBOR, 29.3 FT (8.9 M) WEST
 CM2407'OF THE CENTERLINE OF CUSSETA ROAD, 32.0 FT (9.8 M) NORTH OF THE
 CM2407'CENTER OF THE GRAVEL ROAD, 54.5 FT (16.6 M) NORTH-NORTHEAST OF
 CM2407'JUNCTION POWER POLE NO. 73 1, 128.3 FT (39.1 M) SOUTH-SOUTHWEST OF A
 CM2407'FIRE HYDRANT, 1.7 FT (0.5 M) EAST-SOUTHEAST OF A CARSONITE WITNESS
 CM2407'POST, AND SET FLUSH WITH THE GROUND.
 CM2407'TRIANGULATION STATION ROACH 1941 MAY BE USED AS AN AZIMUTH FOR THIS
 CM2407'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2510 ***********************************************************************
 CM2510  DESIGNATION -  9 10
 CM2510  PID         -  CM2510
 CM2510  STATE/COUNTY-  AL/CHAMBERS
 CM2510  USGS QUAD   -  MOOREFIELD (1971)
 CM2510
 CM2510                         *CURRENT SURVEY CONTROL
 CM2510  ___________________________________________________________________
 CM2510* NAD 83(1992)-  32 46 29.95590(N)    085 28 14.29775(W)     ADJUSTED  
 CM2510* NAVD 88     -       253.8    (meters)     833.     (feet)  GPS OBS   
 CM2510  ___________________________________________________________________
 CM2510  X           -     423,927.666 (meters)                     COMP
 CM2510  Y           -  -5,351,449.004 (meters)                     COMP
 CM2510  Z           -   3,433,125.262 (meters)                     COMP
 CM2510  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 CM2510  ELLIP HEIGHT-         224.97  (meters)          (07/29/02) GPS OBS
 CM2510  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CM2510
 CM2510  HORZ ORDER  -  FIRST
 CM2510  ELLP ORDER  -  FOURTH    CLASS I
 CM2510
 CM2510.The horizontal coordinates were established by GPS observations
 CM2510.and adjusted by the National Geodetic Survey in September 1993..
 CM2510
 CM2510.The orthometric height was determined by GPS observations and a
 CM2510.high-resolution geoid model.
 CM2510
 CM2510.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2510
 CM2510.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2510
 CM2510.The ellipsoidal height was determined by GPS observations
 CM2510.and is referenced to NAD 83.
 CM2510
 CM2510.The geoid height was determined by GEOID03.
 CM2510
 CM2510;                    North         East     Units Scale Factor Converg.
 CM2510;SPC AL E     -   252,300.030   233,979.530   MT  0.99997423   +0 11 46.8
 CM2510;UTM  16      - 3,627,377.517   643,235.235   MT  0.99985298   +0 49 41.0
 CM2510
 CM2510!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2510!SPC AL E     -   0.99996468  x   0.99997423  =   0.99993891
 CM2510!UTM  16      -   0.99996468  x   0.99985298  =   0.99981767
 CM2510
 CM2510:                Primary Azimuth Mark                     Grid Az
 CM2510:SPC AL E     -  9 9                                      141 25 07.1
 CM2510:UTM  16      -  9 9                                      140 47 12.9
 CM2510
 CM2510|---------------------------------------------------------------------|
 CM2510| PID    Reference Object                     Distance      Geod. Az  |
 CM2510|                                                           dddmmss.s |
 CM2510| CM2534 9 9                                 457.775 METERS 1413653.9 |
 CM2510|---------------------------------------------------------------------|
 CM2510
 CM2510                          SUPERSEDED SURVEY CONTROL
 CM2510
 CM2510  ELLIP H (09/27/93)  225.02   (m)                       GP(       ) 4 1
 CM2510
 CM2510.Superseded values are not recommended for survey control.
 CM2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2510.See file dsdata.txt to determine how the superseded data were derived.
 CM2510
 CM2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4323527378(NAD 83)
 CM2510_MARKER: DD = SURVEY DISK
 CM2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2510_SP_SET: CONCRETE POST
 CM2510_STAMPING: 9-10 1992
 CM2510_MARK LOGO: ALHD  
 CM2510_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2510+STABILITY: SURFACE MOTION
 CM2510_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2510+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2510
 CM2510  HISTORY     - Date     Condition        Report By
 CM2510  HISTORY     - 1992     MONUMENTED       ALHD
 CM2510
 CM2510                          STATION DESCRIPTION
 CM2510
 CM2510'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2510'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTHWEST RIGHT OF
 CM2510'WAY OF U.S. 431, ABOUT 7.60 MI (12.23 KM) EAST-NORTHEAST OF WAVERLY
 CM2510'AND ABOUT 9.50 MI (15.29 KM) SOUTH-SOUTHWEST OF LAFAYETTE.
 CM2510'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2510'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2510'DRIVE SOUTH ON U.S. 431 FOR 9.15 MI (14.73 KM) TO MILE POST 154.75
 CM2510'AND THE STATION ON THE RIGHT.
 CM2510'THE STATION IS 3.1 FT (0.9 M) NORTHEAST OF A FOUR STRAND BARBED WIRE
 CM2510'FENCE ON WOOD POSTS, 35.0 FT (10.7 M) SOUTH OF A U.S. 431 SOUTH SIGN,
 CM2510'40.7 FT (12.4 M) SOUTHWEST OF THE CENTERLINE OF U.S. 431, 165.7 FT
 CM2510'(50.5 M) SOUTHEAST OF THE NORTHEAST CORNER OF THE FENCE, 2.9 FT
 CM2510'(0.9 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2510'GROUND.
 CM2510'STATION 9-9 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2511 ***********************************************************************
 CM2511  DESIGNATION -  9 11
 CM2511  PID         -  CM2511
 CM2511  STATE/COUNTY-  AL/CHAMBERS
 CM2511  USGS QUAD   -  MOOREFIELD (1971)
 CM2511
 CM2511                         *CURRENT SURVEY CONTROL
 CM2511  ___________________________________________________________________
 CM2511* NAD 83(1992)-  32 45 20.67308(N)    085 23 47.70084(W)     ADJUSTED  
 CM2511* NAVD 88     -       237.5    (meters)     779.     (feet)  GPS OBS   
 CM2511  ___________________________________________________________________
 CM2511  X           -     430,935.655 (meters)                     COMP
 CM2511  Y           -  -5,352,034.318 (meters)                     COMP
 CM2511  Z           -   3,431,321.642 (meters)                     COMP
 CM2511  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 CM2511  ELLIP HEIGHT-         208.64  (meters)          (07/29/02) GPS OBS
 CM2511  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CM2511
 CM2511  HORZ ORDER  -  FIRST
 CM2511  ELLP ORDER  -  FOURTH    CLASS I
 CM2511
 CM2511.The horizontal coordinates were established by GPS observations
 CM2511.and adjusted by the National Geodetic Survey in September 1993..
 CM2511
 CM2511.The orthometric height was determined by GPS observations and a
 CM2511.high-resolution geoid model.
 CM2511
 CM2511.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2511
 CM2511.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2511
 CM2511.The ellipsoidal height was determined by GPS observations
 CM2511.and is referenced to NAD 83.
 CM2511
 CM2511.The geoid height was determined by GEOID03.
 CM2511
 CM2511;                    North         East     Units Scale Factor Converg.
 CM2511;SPC AL E     -   250,191.991   240,926.291   MT  0.99998065   +0 14 10.7
 CM2511;UTM  16      - 3,625,346.403   650,204.030   MT  0.99987820   +0 52 03.7
 CM2511
 CM2511!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2511!SPC AL E     -   0.99996724  x   0.99998065  =   0.99994789
 CM2511!UTM  16      -   0.99996724  x   0.99987820  =   0.99984545
 CM2511
 CM2511:                Primary Azimuth Mark                     Grid Az
 CM2511:SPC AL E     -  9 12                                     081 59 12.7
 CM2511:UTM  16      -  9 12                                     081 21 19.7
 CM2511
 CM2511|---------------------------------------------------------------------|
 CM2511| PID    Reference Object                     Distance      Geod. Az  |
 CM2511|                                                           dddmmss.s |
 CM2511| CM2512 9 12                                432.803 METERS 0821323.4 |
 CM2511|---------------------------------------------------------------------|
 CM2511
 CM2511                          SUPERSEDED SURVEY CONTROL
 CM2511
 CM2511  ELLIP H (09/27/93)  208.69   (m)                       GP(       ) 4 1
 CM2511
 CM2511.Superseded values are not recommended for survey control.
 CM2511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2511.See file dsdata.txt to determine how the superseded data were derived.
 CM2511
 CM2511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5020425346(NAD 83)
 CM2511_MARKER: DD = SURVEY DISK
 CM2511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2511_SP_SET: CONCRETE POST
 CM2511_STAMPING: 9-11 1992
 CM2511_MARK LOGO: ALHD  
 CM2511_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2511+STABILITY: SURFACE MOTION
 CM2511_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2511+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2511
 CM2511  HISTORY     - Date     Condition        Report By
 CM2511  HISTORY     - 1992     MONUMENTED       ALHD
 CM2511
 CM2511                          STATION DESCRIPTION
 CM2511
 CM2511'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2511'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2511'CHAMBERS COUNTY ROAD NO. 290, ABOUT 9.95 MI (16.01 KM) SOUTH OF
 CM2511'LAFAYETTE AND ABOUT 10.95 MI (17.62 KM) EAST-NORTHEAST OF WAVERLY.
 CM2511'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2511'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2511'DRIVE SOUTH ON U.S. 431 FOR 12.45 MI (20.04 KM) TO MILE POST 151.45,
 CM2511'THE CHAMBERS-LEE COUNTY LINE AND CHAMBERS COUNTY ROAD NO. 290 ON THE
 CM2511'LEFT, TURN LEFT ON CHAMBERS COUNTY ROAD NO. 290 AND DRIVE EAST FOR
 CM2511'2.10 MI (3.38 KM) TO THE STATION ON THE RIGHT.
 CM2511'THE STATION IS 3.2 FT (1.0 M) NORTH OF A FIVE STRAND BARBED WIRE FENCE
 CM2511'ON WHITE TOP, GREEN STEEL POSTS, 31.8 FT (9.7 M) SOUTH OF THE
 CM2511'CENTERLINE OF CHAMBERS COUNTY ROAD NO. 290, 105.3 FT (32.1 M)
 CM2511'EAST-NORTHEAST OF A POWER POLE, 145.1 FT (44.2 M) EAST OF MILE POST 2,
 CM2511'190.5 FT (58.1 M) WEST OF THE NORTHEAST CORNER OF THE FENCE, 2.6 FT
 CM2511'(0.8 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 CM2511'GROUND.
 CM2511'STATION 9-12 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2512 ***********************************************************************
 CM2512  DESIGNATION -  9 12
 CM2512  PID         -  CM2512
 CM2512  STATE/COUNTY-  AL/CHAMBERS
 CM2512  USGS QUAD   -  MOOREFIELD (1971)
 CM2512
 CM2512                         *CURRENT SURVEY CONTROL
 CM2512  ___________________________________________________________________
 CM2512* NAD 83(1992)-  32 45 22.57389(N)    085 23 31.22690(W)     ADJUSTED  
 CM2512* NAVD 88     -       229.3    (meters)     752.     (feet)  GPS OBS   
 CM2512  ___________________________________________________________________
 CM2512  X           -     431,360.017 (meters)                     COMP
 CM2512  Y           -  -5,351,961.504 (meters)                     COMP
 CM2512  Z           -   3,431,366.500 (meters)                     COMP
 CM2512  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 CM2512  ELLIP HEIGHT-         200.53  (meters)          (07/29/02) GPS OBS
 CM2512  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CM2512
 CM2512  HORZ ORDER  -  FIRST
 CM2512  ELLP ORDER  -  FOURTH    CLASS I
 CM2512
 CM2512.The horizontal coordinates were established by GPS observations
 CM2512.and adjusted by the National Geodetic Survey in September 1993..
 CM2512
 CM2512.The orthometric height was determined by GPS observations and a
 CM2512.high-resolution geoid model.
 CM2512
 CM2512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2512
 CM2512.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2512
 CM2512.The ellipsoidal height was determined by GPS observations
 CM2512.and is referenced to NAD 83.
 CM2512
 CM2512.The geoid height was determined by GEOID03.
 CM2512
 CM2512;                    North         East     Units Scale Factor Converg.
 CM2512;SPC AL E     -   250,252.322   241,354.860   MT  0.99998108   +0 14 19.6
 CM2512;UTM  16      - 3,625,411.447   650,631.865   MT  0.99987978   +0 52 12.7
 CM2512
 CM2512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2512!SPC AL E     -   0.99996852  x   0.99998108  =   0.99994960
 CM2512!UTM  16      -   0.99996852  x   0.99987978  =   0.99984830
 CM2512
 CM2512:                Primary Azimuth Mark                     Grid Az
 CM2512:SPC AL E     -  9 11                                     261 59 12.7
 CM2512:UTM  16      -  9 11                                     261 21 19.6
 CM2512
 CM2512|---------------------------------------------------------------------|
 CM2512| PID    Reference Object                     Distance      Geod. Az  |
 CM2512|                                                           dddmmss.s |
 CM2512| CM2511 9 11                                432.803 METERS 2621332.3 |
 CM2512|---------------------------------------------------------------------|
 CM2512
 CM2512                          SUPERSEDED SURVEY CONTROL
 CM2512
 CM2512  ELLIP H (09/27/93)  200.58   (m)                       GP(       ) 4 1
 CM2512
 CM2512.Superseded values are not recommended for survey control.
 CM2512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2512.See file dsdata.txt to determine how the superseded data were derived.
 CM2512
 CM2512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5063225411(NAD 83)
 CM2512_MARKER: DD = SURVEY DISK
 CM2512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2512_SP_SET: CONCRETE POST
 CM2512_STAMPING: 9-12 1992
 CM2512_MARK LOGO: ALHD  
 CM2512_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2512+STABILITY: SURFACE MOTION
 CM2512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2512+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2512
 CM2512  HISTORY     - Date     Condition        Report By
 CM2512  HISTORY     - 1992     MONUMENTED       ALHD
 CM2512
 CM2512                          STATION DESCRIPTION
 CM2512
 CM2512'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2512'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE NORTH RIGHT OF WAY OF
 CM2512'CHAMBERS COUNTY ROAD NO. 290, ABOUT 9.85 MI (15.85 KM) SOUTH OF
 CM2512'LAFAYETTE AND ABOUT 11.25 MI (18.10 KM) EAST-NORTHEAST OF WAVERLY.
 CM2512'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2512'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2512'DRIVE SOUTH ON U.S. 431 FOR 12.45 MI (20.04 KM) TO MILE POST 151.45,
 CM2512'THE CHAMBERS-LEE COUNTY LINE AND CHAMBERS COUNTY ROAD NO. 290 ON THE
 CM2512'LEFT, TURN LEFT ON CHAMBERS COUNTY ROAD NO. 290 AND DRIVE EAST FOR
 CM2512'2.35 MI (3.78 KM) TO THE STATION ON THE LEFT.
 CM2512'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FIVE STRAND BARBED WIRE FENCE
 CM2512'ON STEEL AND WOOD POSTS, 33.2 FT (10.1 M) NORTH OF THE CENTERLINE OF
 CM2512'CHAMBERS COUNTY ROAD NO. 290, 17.5 FT (5.3 M) EAST OF A CROSS TIE
 CM2512'POST AT THE SOUTH SIDE OF A CATTLE GAP AND A FENCE JUNCTION, 2.9 FT
 CM2512'(0.9 M) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 CM2512'GROUND.
 CM2512'STATION 9-11 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2513 ***********************************************************************
 CM2513  DESIGNATION -  9 13
 CM2513  PID         -  CM2513
 CM2513  STATE/COUNTY-  AL/CHAMBERS
 CM2513  USGS QUAD   -  MOOREFIELD (1971)
 CM2513
 CM2513                         *CURRENT SURVEY CONTROL
 CM2513  ___________________________________________________________________
 CM2513* NAD 83(1992)-  32 48 38.08157(N)    085 26 50.82330(W)     ADJUSTED  
 CM2513* NAVD 88     -       262.7    (meters)     862.     (feet)  GPS OBS   
 CM2513  ___________________________________________________________________
 CM2513  X           -     425,924.245 (meters)                     COMP
 CM2513  Y           -  -5,349,153.361 (meters)                     COMP
 CM2513  Z           -   3,436,448.159 (meters)                     COMP
 CM2513  LAPLACE CORR-           0.35  (seconds)                    DEFLEC99
 CM2513  ELLIP HEIGHT-         233.80  (meters)          (07/29/02) GPS OBS
 CM2513  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CM2513
 CM2513  HORZ ORDER  -  FIRST
 CM2513  ELLP ORDER  -  FOURTH    CLASS I
 CM2513
 CM2513.The horizontal coordinates were established by GPS observations
 CM2513.and adjusted by the National Geodetic Survey in September 1993..
 CM2513
 CM2513.The orthometric height was determined by GPS observations and a
 CM2513.high-resolution geoid model.
 CM2513
 CM2513.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2513
 CM2513.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2513
 CM2513.The ellipsoidal height was determined by GPS observations
 CM2513.and is referenced to NAD 83.
 CM2513
 CM2513.The geoid height was determined by GEOID03.
 CM2513
 CM2513;                    North         East     Units Scale Factor Converg.
 CM2513;SPC AL E     -   256,254.602   236,137.481   MT  0.99997610   +0 12 32.8
 CM2513;UTM  16      - 3,631,355.180   645,349.184   MT  0.99986050   +0 50 29.1
 CM2513
 CM2513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2513!SPC AL E     -   0.99996329  x   0.99997610  =   0.99993939
 CM2513!UTM  16      -   0.99996329  x   0.99986050  =   0.99982380
 CM2513
 CM2513                          SUPERSEDED SURVEY CONTROL
 CM2513
 CM2513  ELLIP H (09/27/93)  233.85   (m)                       GP(       ) 4 1
 CM2513
 CM2513.Superseded values are not recommended for survey control.
 CM2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2513.See file dsdata.txt to determine how the superseded data were derived.
 CM2513
 CM2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4534931355(NAD 83)
 CM2513_MARKER: DD = SURVEY DISK
 CM2513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2513_SP_SET: CONCRETE POST
 CM2513_STAMPING: 9-13 1992
 CM2513_MARK LOGO: ALHD  
 CM2513_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2513+STABILITY: SURFACE MOTION
 CM2513_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2513+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2513
 CM2513  HISTORY     - Date     Condition        Report By
 CM2513  HISTORY     - 1992     MONUMENTED       ALHD
 CM2513
 CM2513                          STATION DESCRIPTION
 CM2513
 CM2513'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2513'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2513'A PAVED COUNTY ROAD, ABOUT 6.70 MI (10.78 KM) SOUTH-SOUTHWEST OF
 CM2513'LAFAYETTE AND ABOUT 9.50 MI (15.29 KM) NORTHEAST OF WAVERLY.
 CM2513'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2513'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2513'DRIVE SOUTH ON U.S. 431 FOR 5.95 MI (9.58 KM) TO MILE POST 157.95 AND
 CM2513'A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD
 CM2513'AND DRIVE EAST FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 CM2513'THE STATION IS 4.4 FT (1.3 M) NORTH OF A HOG WIRE FENCE WITH ONE
 CM2513'STRAND OF BARBED WIRE ON STEEL POSTS, 30.5 FT (9.3 M) SOUTH OF THE
 CM2513'CENTER OF THE PAVED COUNTY ROAD, 32.3 FT (9.8 M) EAST OF AN
 CM2513'EIGHT-INCH WOOD POST WITH A POSTED SIGN IN THE FENCE LINE, 53.5 FT
 CM2513'(16.3 M) WEST OF A CROSS TIE POST AT A FENCE JUNCTION, 103.0 FT
 CM2513'(31.4 M) EAST OF THE EAST POST OF A METAL GATE, 4.2 FT (1.3 M) NORTH
 CM2513'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2513'STATION 9-14 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2513'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 CM2513'MR. PHIL BLACKBURN, ROUTE 3, BOX 135, LAFAYETTE, ALABAMA 36862, PHONE
 CM2513'205-864-0053.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2514 ***********************************************************************
 CM2514  DESIGNATION -  9 14
 CM2514  PID         -  CM2514
 CM2514  STATE/COUNTY-  AL/CHAMBERS
 CM2514  USGS QUAD   -  MOOREFIELD (1971)
 CM2514
 CM2514                         *CURRENT SURVEY CONTROL
 CM2514  ___________________________________________________________________
 CM2514* NAD 83(1992)-  32 48 32.32598(N)    085 26 27.36582(W)     ADJUSTED  
 CM2514* NAVD 88     -       266.8    (meters)     875.     (feet)  GPS OBS   
 CM2514  ___________________________________________________________________
 CM2514  X           -     426,540.483 (meters)                     COMP
 CM2514  Y           -  -5,349,204.055 (meters)                     COMP
 CM2514  Z           -   3,436,301.327 (meters)                     COMP
 CM2514  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CM2514  ELLIP HEIGHT-         237.85  (meters)          (07/29/02) GPS OBS
 CM2514  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CM2514
 CM2514  HORZ ORDER  -  FIRST
 CM2514  ELLP ORDER  -  FOURTH    CLASS I
 CM2514
 CM2514.The horizontal coordinates were established by GPS observations
 CM2514.and adjusted by the National Geodetic Survey in September 1993..
 CM2514
 CM2514.The orthometric height was determined by GPS observations and a
 CM2514.high-resolution geoid model.
 CM2514
 CM2514.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2514
 CM2514.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2514
 CM2514.The ellipsoidal height was determined by GPS observations
 CM2514.and is referenced to NAD 83.
 CM2514
 CM2514.The geoid height was determined by GEOID03.
 CM2514
 CM2514;                    North         East     Units Scale Factor Converg.
 CM2514;SPC AL E     -   256,079.547   236,748.357   MT  0.99997665   +0 12 45.4
 CM2514;UTM  16      - 3,631,186.897   645,961.884   MT  0.99986270   +0 50 41.7
 CM2514
 CM2514!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2514!SPC AL E     -   0.99996266  x   0.99997665  =   0.99993931
 CM2514!UTM  16      -   0.99996266  x   0.99986270  =   0.99982536
 CM2514
 CM2514                          SUPERSEDED SURVEY CONTROL
 CM2514
 CM2514  ELLIP H (09/27/93)  237.91   (m)                       GP(       ) 4 1
 CM2514
 CM2514.Superseded values are not recommended for survey control.
 CM2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2514.See file dsdata.txt to determine how the superseded data were derived.
 CM2514
 CM2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4596231187(NAD 83)
 CM2514_MARKER: DD = SURVEY DISK
 CM2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2514_SP_SET: CONCRETE POST
 CM2514_STAMPING: 9-14 1992
 CM2514_MARK LOGO: ALHD  
 CM2514_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2514+STABILITY: SURFACE MOTION
 CM2514_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2514+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 CM2514
 CM2514  HISTORY     - Date     Condition        Report By
 CM2514  HISTORY     - 1992     MONUMENTED       ALHD
 CM2514  HISTORY     - 19980713 GOOD             JCLS
 CM2514  HISTORY     - 20040901 GOOD             JCLS
 CM2514
 CM2514                          STATION DESCRIPTION
 CM2514
 CM2514'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2514'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2514'A PAVED COUNTY ROAD, ABOUT 6.70 MI (10.78 KM) SOUTH-SOUTHWEST OF
 CM2514'LAFAYETTE AND ABOUT 9.75 MI (15.69 KM) NORTHEAST OF WAVERLY.
 CM2514'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2514'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2514'DRIVE SOUTH ON U.S. 431 FOR 5.95 MI (9.58 KM) TO MILE POST 157.95 AND
 CM2514'A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED COUNTY ROAD
 CM2514'AND DRIVE EAST FOR 0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.
 CM2514'THE STATION IS 4.0 FT (1.2 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 CM2514'ON TREATED WOOD POSTS, 29.0 FT (8.8 M) SOUTH OF THE CENTER OF THE
 CM2514'PAVED COUNTY ROAD, 51.3 FT (15.6 M) WEST OF THE WEST ONE OF TWO
 CM2514'CONNECTED WOOD POSTS IN THE FENCE LINE 67.6 FT (20.6 M) WEST OF A
 CM2514'GRAPHIC END OF PAVEMENT SIGN, 73.0 FT (22.3 M) SOUTHWEST OF THE WEST
 CM2514'POST OF A METAL GATE ACROSS THE ROAD, 97.7 FT (29.8 M) WEST-NORTHWEST
 CM2514'OF A POWER POLE IN THE PASTURE, 4.0 FT (1.2 M) NORTH OF A CARSONITE
 CM2514'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2514'STATION 9-13 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2514
 CM2514                          STATION RECOVERY (1998)
 CM2514
 CM2514'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 CM2514'RECOVERED IN GOOD CONDITION.
 CM2514
 CM2514                          STATION RECOVERY (2004)
 CM2514
 CM2514'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CM2514'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2515 ***********************************************************************
 CM2515  DESIGNATION -  9 15
 CM2515  PID         -  CM2515
 CM2515  STATE/COUNTY-  AL/CHAMBERS
 CM2515  USGS QUAD   -  CUSSETA (1983)
 CM2515
 CM2515                         *CURRENT SURVEY CONTROL
 CM2515  ___________________________________________________________________
 CM2515* NAD 83(1992)-  32 49 22.62514(N)    085 19 56.83849(W)     ADJUSTED  
 CM2515* NAVD 88     -       213.9    (meters)     702.     (feet)  GPS OBS   
 CM2515  ___________________________________________________________________
 CM2515  X           -     436,595.566 (meters)                     COMP
 CM2515  Y           -  -5,347,505.579 (meters)                     COMP
 CM2515  Z           -   3,437,574.928 (meters)                     COMP
 CM2515  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CM2515  ELLIP HEIGHT-         184.94  (meters)          (07/29/02) GPS OBS
 CM2515  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CM2515
 CM2515  HORZ ORDER  -  FIRST
 CM2515  ELLP ORDER  -  FOURTH    CLASS I
 CM2515
 CM2515.The horizontal coordinates were established by GPS observations
 CM2515.and adjusted by the National Geodetic Survey in September 1993..
 CM2515
 CM2515.The orthometric height was determined by GPS observations and a
 CM2515.high-resolution geoid model.
 CM2515
 CM2515.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2515
 CM2515.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2515
 CM2515.The ellipsoidal height was determined by GPS observations
 CM2515.and is referenced to NAD 83.
 CM2515
 CM2515.The geoid height was determined by GEOID03.
 CM2515
 CM2515;                    North         East     Units Scale Factor Converg.
 CM2515;SPC AL E     -   257,671.931   246,900.315   MT  0.99998711   +0 16 17.4
 CM2515;UTM  16      - 3,632,891.068   656,094.630   MT  0.99990044   +0 54 14.6
 CM2515
 CM2515!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2515!SPC AL E     -   0.99997096  x   0.99998711  =   0.99995807
 CM2515!UTM  16      -   0.99997096  x   0.99990044  =   0.99987141
 CM2515
 CM2515:                Primary Azimuth Mark                     Grid Az
 CM2515:SPC AL E     -  9 16                                     319 07 07.4
 CM2515:UTM  16      -  9 16                                     318 29 10.2
 CM2515
 CM2515|---------------------------------------------------------------------|
 CM2515| PID    Reference Object                     Distance      Geod. Az  |
 CM2515|                                                           dddmmss.s |
 CM2515| CM2516 9 16                                489.222 METERS 3192324.8 |
 CM2515|---------------------------------------------------------------------|
 CM2515
 CM2515                          SUPERSEDED SURVEY CONTROL
 CM2515
 CM2515  ELLIP H (09/27/93)  184.99   (m)                       GP(       ) 4 1
 CM2515
 CM2515.Superseded values are not recommended for survey control.
 CM2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2515.See file dsdata.txt to determine how the superseded data were derived.
 CM2515
 CM2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5609532891(NAD 83)
 CM2515_MARKER: DD = SURVEY DISK
 CM2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2515_SP_SET: CONCRETE POST
 CM2515_STAMPING: 9-15 1992
 CM2515_MARK LOGO: ALHD  
 CM2515_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2515+STABILITY: SURFACE MOTION
 CM2515_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2515+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2515
 CM2515  HISTORY     - Date     Condition        Report By
 CM2515  HISTORY     - 1992     MONUMENTED       ALHD
 CM2515
 CM2515                          STATION DESCRIPTION
 CM2515
 CM2515'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2515'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTHWEST RIGHT OF
 CM2515'WAY OF CHAMBERS COUNTY ROAD NO. 83, ABOUT 6.60 MI (10.62 KM)
 CM2515'SOUTH-SOUTHEAST OF LAFAYETTE AND ABOUT 8.90 MI (14.32 KM) SOUTHWEST OF
 CM2515'LANETT.
 CM2515'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2515'POST 38.65 ON ALA 50 AND MILE POST 163.90 ON U.S. 431) IN LAFAYETTE,
 CM2515'DRIVE EAST ON ALA 50 FOR 0.90 MI (1.45 KM) TO MILE POST 39.55 AND
 CM2515'CHAMBERS COUNTY ROAD NO. 83 LEFT AND RIGHT, TURN RIGHT ON CHAMBERS
 CM2515'COUNTY ROAD NO. 83 AND DRIVE SOUTHEAST FOR 5.65 MI (9.09 KM) TO THE
 CM2515'STATION ON THE RIGHT.
 CM2515'THE STATION IS 5.4 FT (1.6 M) NORTHEAST OF A FIVE STRAND BARBED WIRE
 CM2515'FENCE ON WHITE TOP, GREEN STEEL POSTS, 28.8 FT (8.8 M) SOUTHWEST OF
 CM2515'THE CENTERLINE OF CHAMBERS COUNTY ROAD NO. 83, 64.0 FT (19.5 M)
 CM2515'SOUTHEAST OF A CROSS TIE POST IN THE FENCE LINE, 125.6 FT (38.3 M)
 CM2515'WEST-NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 50 ACROSS THE ROAD,
 CM2515'131.7 FT (40.1 M) NORTHWEST OF THE NORTHWEST POST OF AN ORANGE METAL
 CM2515'GATE, 5.7 FT (1.7 M) NORTHEAST OF A CARSONITE WITNESS POST AND SET
 CM2515'FLUSH WITH THE GROUND.
 CM2515'STATION 9-16 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2516 ***********************************************************************
 CM2516  DESIGNATION -  9 16
 CM2516  PID         -  CM2516
 CM2516  STATE/COUNTY-  AL/CHAMBERS
 CM2516  USGS QUAD   -  CUSSETA (1983)
 CM2516
 CM2516                         *CURRENT SURVEY CONTROL
 CM2516  ___________________________________________________________________
 CM2516* NAD 83(1992)-  32 49 34.68102(N)    085 20 09.08134(W)     ADJUSTED  
 CM2516* NAVD 88     -       220.7    (meters)     724.     (feet)  GPS OBS   
 CM2516  ___________________________________________________________________
 CM2516  X           -     436,262.262 (meters)                     COMP
 CM2516  Y           -  -5,347,336.569 (meters)                     COMP
 CM2516  Z           -   3,437,890.750 (meters)                     COMP
 CM2516  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 CM2516  ELLIP HEIGHT-         191.80  (meters)          (07/29/02) GPS OBS
 CM2516  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CM2516
 CM2516  HORZ ORDER  -  FIRST
 CM2516  ELLP ORDER  -  FOURTH    CLASS I
 CM2516
 CM2516.The horizontal coordinates were established by GPS observations
 CM2516.and adjusted by the National Geodetic Survey in September 1993..
 CM2516
 CM2516.The orthometric height was determined by GPS observations and a
 CM2516.high-resolution geoid model.
 CM2516
 CM2516.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2516
 CM2516.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2516
 CM2516.The ellipsoidal height was determined by GPS observations
 CM2516.and is referenced to NAD 83.
 CM2516
 CM2516.The geoid height was determined by GEOID03.
 CM2516
 CM2516;                    North         East     Units Scale Factor Converg.
 CM2516;SPC AL E     -   258,041.811   246,580.126   MT  0.99998674   +0 16 10.9
 CM2516;UTM  16      - 3,633,257.358   655,770.406   MT  0.99989919   +0 54 08.3
 CM2516
 CM2516!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2516!SPC AL E     -   0.99996989  x   0.99998674  =   0.99995663
 CM2516!UTM  16      -   0.99996989  x   0.99989919  =   0.99986908
 CM2516
 CM2516:                Primary Azimuth Mark                     Grid Az
 CM2516:SPC AL E     -  9 15                                     139 07 07.3
 CM2516:UTM  16      -  9 15                                     138 29 09.9
 CM2516
 CM2516|---------------------------------------------------------------------|
 CM2516| PID    Reference Object                     Distance      Geod. Az  |
 CM2516|                                                           dddmmss.s |
 CM2516| CM2515 9 15                                489.222 METERS 1392318.2 |
 CM2516|---------------------------------------------------------------------|
 CM2516
 CM2516                          SUPERSEDED SURVEY CONTROL
 CM2516
 CM2516  ELLIP H (09/27/93)  191.85   (m)                       GP(       ) 4 1
 CM2516
 CM2516.Superseded values are not recommended for survey control.
 CM2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2516.See file dsdata.txt to determine how the superseded data were derived.
 CM2516
 CM2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5577033257(NAD 83)
 CM2516_MARKER: DD = SURVEY DISK
 CM2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2516_SP_SET: CONCRETE POST
 CM2516_STAMPING: 9-16 1992
 CM2516_MARK LOGO: ALHD  
 CM2516_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2516+STABILITY: SURFACE MOTION
 CM2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2516+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2516
 CM2516  HISTORY     - Date     Condition        Report By
 CM2516  HISTORY     - 1992     MONUMENTED       ALHD
 CM2516
 CM2516                          STATION DESCRIPTION
 CM2516
 CM2516'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2516'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE NORTHEAST RIGHT OF
 CM2516'WAY OF CHAMBERS COUNTY ROAD NO. 83, ABOUT 6.30 MI (10.14 KM)
 CM2516'SOUTH-SOUTHEAST OF LAFAYETTE AND ABOUT 9.00 MI (14.48 KM) SOUTHWEST OF
 CM2516'LANETT.
 CM2516'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2516'POST 38.65 ON ALA 50 AND MILE POST 163.90 ON U.S. 431) IN LAFAYETTE,
 CM2516'DRIVE EAST ON ALA 50 FOR 0.90 MI (1.45 KM) TO MILE POST 39.55 AND
 CM2516'CHAMBERS COUNTY ROAD NO. 83 LEFT AND RIGHT, TURN RIGHT ON CHAMBERS
 CM2516'COUNTY ROAD NO. 83 AND DRIVE SOUTHEAST FOR 5.30 MI (8.53 KM) TO THE
 CM2516'STATION ON THE LEFT.
 CM2516'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A HOG WIRE FENCE WITH ONE
 CM2516'STRAND OF BARBED WIRE ON WHITE TOP, GREEN STEEL POSTS, 14.0 FT
 CM2516'(4.3 M) EAST-NORTHEAST OF MILE POST 6, 36.1 FT (11.0 M) NORTHEAST OF
 CM2516'THE CENTERLINE OF CHAMBERS COUNTY ROAD NO. 83, 60.6 FT (18.5 M)
 CM2516'SOUTHEAST OF A FENCE CORNER ON THE SOUTHEAST SIDE OF A GRAVEL
 CM2516'DRIVEWAY, 105.3 FT (32.1 M) NORTHWEST OF A CROSS TIE POST AT THE
 CM2516'SOUTHEAST END OF THE FENCE, 3.2 FT (1.0 M) SOUTHEAST OF A CARSONITE
 CM2516'WITNESS POST AND SET FLUSH WITH THE GROUND.
 CM2516'STATION 9-15 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2517 ***********************************************************************
 CM2517  DESIGNATION -  9 17
 CM2517  PID         -  CM2517
 CM2517  STATE/COUNTY-  AL/CHAMBERS
 CM2517  USGS QUAD   -  CUSSETA (1983)
 CM2517
 CM2517                         *CURRENT SURVEY CONTROL
 CM2517  ___________________________________________________________________
 CM2517* NAD 83(1992)-  32 45 09.34360(N)    085 18 06.03022(W)     ADJUSTED  
 CM2517* NAVD 88     -       228.2    (meters)     749.     (feet)  GPS OBS   
 CM2517  ___________________________________________________________________
 CM2517  X           -     439,815.356 (meters)                     COMP
 CM2517  Y           -  -5,351,493.633 (meters)                     COMP
 CM2517  Z           -   3,431,023.137 (meters)                     COMP
 CM2517  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 CM2517  ELLIP HEIGHT-         199.44  (meters)          (07/29/02) GPS OBS
 CM2517  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CM2517
 CM2517  HORZ ORDER  -  FIRST
 CM2517  ELLP ORDER  -  FOURTH    CLASS I
 CM2517
 CM2517.The horizontal coordinates were established by GPS observations
 CM2517.and adjusted by the National Geodetic Survey in September 1993..
 CM2517
 CM2517.The orthometric height was determined by GPS observations and a
 CM2517.high-resolution geoid model.
 CM2517
 CM2517.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2517
 CM2517.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2517
 CM2517.The ellipsoidal height was determined by GPS observations
 CM2517.and is referenced to NAD 83.
 CM2517
 CM2517.The geoid height was determined by GEOID03.
 CM2517
 CM2517;                    North         East     Units Scale Factor Converg.
 CM2517;SPC AL E     -   249,883.654   249,821.684   MT  0.99999060   +0 17 15.5
 CM2517;UTM  16      - 3,625,136.126   659,101.476   MT  0.99991213   +0 55 08.4
 CM2517
 CM2517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2517!SPC AL E     -   0.99996869  x   0.99999060  =   0.99995929
 CM2517!UTM  16      -   0.99996869  x   0.99991213  =   0.99988082
 CM2517
 CM2517:                Primary Azimuth Mark                     Grid Az
 CM2517:SPC AL E     -  9 18                                     002 57 12.9
 CM2517:UTM  16      -  9 18                                     002 19 20.0
 CM2517
 CM2517|---------------------------------------------------------------------|
 CM2517| PID    Reference Object                     Distance      Geod. Az  |
 CM2517|                                                           dddmmss.s |
 CM2517| CM2518 9 18                                477.857 METERS 0031428.4 |
 CM2517|---------------------------------------------------------------------|
 CM2517
 CM2517                          SUPERSEDED SURVEY CONTROL
 CM2517
 CM2517  ELLIP H (09/27/93)  199.49   (m)                       GP(       ) 4 1
 CM2517
 CM2517.Superseded values are not recommended for survey control.
 CM2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2517.See file dsdata.txt to determine how the superseded data were derived.
 CM2517
 CM2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5910125136(NAD 83)
 CM2517_MARKER: DD = SURVEY DISK
 CM2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2517_SP_SET: CONCRETE POST
 CM2517_STAMPING: 9-17 1992
 CM2517_MARK LOGO: ALHD  
 CM2517_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2517+STABILITY: SURFACE MOTION
 CM2517_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2517+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2517
 CM2517  HISTORY     - Date     Condition        Report By
 CM2517  HISTORY     - 1992     MONUMENTED       ALHD
 CM2517
 CM2517                          STATION DESCRIPTION
 CM2517
 CM2517'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2517'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE WEST RIGHT OF WAY OF
 CM2517'CHAMBERS COUNTY ROAD NO. 83, ABOUT 10.25 MI (16.50 KM) SOUTHWEST OF
 CM2517'LANETT AND ABOUT 11.55 MI (18.59 KM) SOUTH-SOUTHEAST OF LAFAYETTE.
 CM2517'TO REACH THE STATION FROM EXIT 70 ON I-85, DRIVE WEST ON CHAMBERS
 CM2517'COUNTY ROAD NO. 388 FOR 1.25 MI (2.01 KM) TO A Y-INTERSECTION WITH
 CM2517'CHAMBERS COUNTY ROAD NO. 83 ON THE RIGHT AND A GRAVEL ROAD ON THE
 CM2517'LEFT, BEAR RIGHT ON CHAMBERS COUNTY ROAD NO. 83 AND DRIVE NORTH FOR
 CM2517'0.15 MI (0.24 KM) TO THE STATION ON THE LEFT.
 CM2517'THE STATION IS 3.0 FT (0.9 M) EAST OF A FOUR STRAND BARBED WIRE FENCE
 CM2517'ON OLD WOOD POSTS, 31.8 FT (9.7 M) WEST OF THE CENTERLINE OF CHAMBERS
 CM2517'COUNTY ROAD NO. 83, 60.4 FT (18.4 M) NORTH-NORTHWEST OF THE NORTH ONE
 CM2517'OF FOUR GRAPHIC ARROW SIGNS IN A SHARP CURVE, 2.8 FT (0.9 M) EAST OF
 CM2517'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 CM2517'STATION 9-18 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2518 ***********************************************************************
 CM2518  DESIGNATION -  9 18
 CM2518  PID         -  CM2518
 CM2518  STATE/COUNTY-  AL/CHAMBERS
 CM2518  USGS QUAD   -  CUSSETA (1983)
 CM2518
 CM2518                         *CURRENT SURVEY CONTROL
 CM2518  ___________________________________________________________________
 CM2518* NAD 83(1992)-  32 45 24.83082(N)    085 18 04.99227(W)     ADJUSTED  
 CM2518* NAVD 88     -       222.4    (meters)     730.     (feet)  GPS OBS   
 CM2518  ___________________________________________________________________
 CM2518  X           -     439,820.741 (meters)                     COMP
 CM2518  Y           -  -5,351,229.290 (meters)                     COMP
 CM2518  Z           -   3,431,421.244 (meters)                     COMP
 CM2518  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CM2518  ELLIP HEIGHT-         193.64  (meters)          (07/29/02) GPS OBS
 CM2518  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CM2518
 CM2518  HORZ ORDER  -  FIRST
 CM2518  ELLP ORDER  -  FOURTH    CLASS I
 CM2518
 CM2518.The horizontal coordinates were established by GPS observations
 CM2518.and adjusted by the National Geodetic Survey in September 1993..
 CM2518
 CM2518.The orthometric height was determined by GPS observations and a
 CM2518.high-resolution geoid model.
 CM2518
 CM2518.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2518
 CM2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2518
 CM2518.The ellipsoidal height was determined by GPS observations
 CM2518.and is referenced to NAD 83.
 CM2518
 CM2518.The geoid height was determined by GEOID03.
 CM2518
 CM2518;                    North         East     Units Scale Factor Converg.
 CM2518;SPC AL E     -   250,360.872   249,846.306   MT  0.99999063   +0 17 16.2
 CM2518;UTM  16      - 3,625,613.549   659,120.836   MT  0.99991221   +0 55 09.4
 CM2518
 CM2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2518!SPC AL E     -   0.99996960  x   0.99999063  =   0.99996023
 CM2518!UTM  16      -   0.99996960  x   0.99991221  =   0.99988181
 CM2518
 CM2518:                Primary Azimuth Mark                     Grid Az
 CM2518:SPC AL E     -  9 17                                     182 57 12.8
 CM2518:UTM  16      -  9 17                                     182 19 19.6
 CM2518
 CM2518|---------------------------------------------------------------------|
 CM2518| PID    Reference Object                     Distance      Geod. Az  |
 CM2518|                                                           dddmmss.s |
 CM2518| CM2517 9 17                                477.857 METERS 1831429.0 |
 CM2518|---------------------------------------------------------------------|
 CM2518
 CM2518                          SUPERSEDED SURVEY CONTROL
 CM2518
 CM2518  ELLIP H (09/27/93)  193.68   (m)                       GP(       ) 4 1
 CM2518
 CM2518.Superseded values are not recommended for survey control.
 CM2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2518.See file dsdata.txt to determine how the superseded data were derived.
 CM2518
 CM2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5912125614(NAD 83)
 CM2518_MARKER: DD = SURVEY DISK
 CM2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2518_SP_SET: CONCRETE POST
 CM2518_STAMPING: 9-18 1992
 CM2518_MARK LOGO: ALHD  
 CM2518_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2518+STABILITY: SURFACE MOTION
 CM2518_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2518+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2518
 CM2518  HISTORY     - Date     Condition        Report By
 CM2518  HISTORY     - 1992     MONUMENTED       ALHD
 CM2518
 CM2518                          STATION DESCRIPTION
 CM2518
 CM2518'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2518'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE EAST RIGHT OF WAY OF
 CM2518'CHAMBERS COUNTY ROAD NO. 83, ABOUT 10.00 MI (16.09 KM) SOUTHWEST OF
 CM2518'LANETT AND ABOUT 11.30 MI (18.19 KM) SOUTH-SOUTHEAST OF LAFAYETTE.
 CM2518'TO REACH THE STATION FROM EXIT 70 ON I-85, DRIVE WEST ON CHAMBERS
 CM2518'COUNTY ROAD NO. 388 FOR 1.25 MI (2.01 KM) TO A Y-INTERSECTION WITH
 CM2518'CHAMBERS COUNTY ROAD NO. 83 ON THE RIGHT AND A GRAVEL ROAD ON THE
 CM2518'LEFT, BEAR RIGHT ON CHAMBERS COUNTY ROAD NO. 83 AND DRIVE NORTH FOR
 CM2518'0.45 MI (0.72 KM) TO THE STATION ON THE RIGHT.
 CM2518'THE STATION IS 3.0 FT (0.9 M) WEST OF A FIVE STRAND BARBED WIRE FENCE
 CM2518'ON RED TOP, WHITE STEEL POSTS, 26.8 FT (8.2 M) EAST OF THE CENTERLINE
 CM2518'OF CHAMBERS COUNTY ROAD NO. 83, 43.1 FT (13.1 M) SOUTH OF THE SOUTH
 CM2518'CONNECTED POST SOUTH OF A METAL GATE, 52.5 FT (16.0 M) NORTH OF THE
 CM2518'NORTH ONE OF TWO CONNECTED POSTS IN THE FENCE LINE, 57.3 FT (17.5 M)
 CM2518'SOUTH OF A FENCE CORNER SOUTH OF A METAL GATE, 3.2 FT (1.0 M) WEST OF
 CM2518'A CARSONITE WITNESS POST AND SET FLUSH WITH THE GROUND.
 CM2518'STATION 9-17 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2519 ***********************************************************************
 CM2519  DESIGNATION -  9 19
 CM2519  PID         -  CM2519
 CM2519  STATE/COUNTY-  AL/CHAMBERS
 CM2519  USGS QUAD   -  DUDLEYVILLE (1971)
 CM2519
 CM2519                         *CURRENT SURVEY CONTROL
 CM2519  ___________________________________________________________________
 CM2519* NAD 83(1992)-  32 55 07.26185(N)    085 34 25.76117(W)     ADJUSTED  
 CM2519* NAVD 88     -       225.2    (meters)     739.     (feet)  GPS OBS   
 CM2519  ___________________________________________________________________
 CM2519  X           -     413,620.559 (meters)                     COMP
 CM2519  Y           -  -5,343,561.346 (meters)                     COMP
 CM2519  Z           -   3,446,498.337 (meters)                     COMP
 CM2519  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CM2519  ELLIP HEIGHT-         196.03  (meters)          (07/29/02) GPS OBS
 CM2519  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM2519
 CM2519  HORZ ORDER  -  FIRST
 CM2519  ELLP ORDER  -  FOURTH    CLASS I
 CM2519
 CM2519.The horizontal coordinates were established by GPS observations
 CM2519.and adjusted by the National Geodetic Survey in September 1993..
 CM2519
 CM2519.The orthometric height was determined by GPS observations and a
 CM2519.high-resolution geoid model.
 CM2519
 CM2519.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2519
 CM2519.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2519
 CM2519.The ellipsoidal height was determined by GPS observations
 CM2519.and is referenced to NAD 83.
 CM2519
 CM2519.The geoid height was determined by GEOID03.
 CM2519
 CM2519;                    North         East     Units Scale Factor Converg.
 CM2519;SPC AL E     -   268,207.192   224,273.403   MT  0.99996726   +0 08 27.7
 CM2519;UTM  16      - 3,643,174.364   633,355.315   MT  0.99981928   +0 46 30.6
 CM2519
 CM2519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2519!SPC AL E     -   0.99996922  x   0.99996726  =   0.99993648
 CM2519!UTM  16      -   0.99996922  x   0.99981928  =   0.99978851
 CM2519
 CM2519:                Primary Azimuth Mark                     Grid Az
 CM2519:SPC AL E     -  9 20                                     046 48 05.3
 CM2519:UTM  16      -  9 20                                     046 10 02.4
 CM2519
 CM2519|---------------------------------------------------------------------|
 CM2519| PID    Reference Object                     Distance      Geod. Az  |
 CM2519|                                                           dddmmss.s |
 CM2519| CM2520 9 20                                454.472 METERS 0465633.0 |
 CM2519|---------------------------------------------------------------------|
 CM2519
 CM2519                          SUPERSEDED SURVEY CONTROL
 CM2519
 CM2519  ELLIP H (09/27/93)  196.09   (m)                       GP(       ) 4 1
 CM2519
 CM2519.Superseded values are not recommended for survey control.
 CM2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2519.See file dsdata.txt to determine how the superseded data were derived.
 CM2519
 CM2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3335543174(NAD 83)
 CM2519_MARKER: DD = SURVEY DISK
 CM2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2519_SP_SET: CONCRETE POST
 CM2519_STAMPING: 9-19 1992
 CM2519_MARK LOGO: ALHD  
 CM2519_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2519+STABILITY: SURFACE MOTION
 CM2519_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2519+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2519
 CM2519  HISTORY     - Date     Condition        Report By
 CM2519  HISTORY     - 1992     MONUMENTED       ALHD
 CM2519
 CM2519                          STATION DESCRIPTION
 CM2519
 CM2519'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2519'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE NORTH RIGHT OF WAY OF
 CM2519'A PAVED COUNTY ROAD, ABOUT 10.05 MI (16.17 KM) WEST OF LAFAYETTE AND
 CM2519'ABOUT 12.60 MI (20.28 KM) NORTH OF WAVERLY.
 CM2519'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2519'POST 38.65 ON ALA 50 AND MILE POST 163.90 ON U.S. 431) IN LAFAYETTE,
 CM2519'DRIVE WEST ON ALA 50 FOR 9.05 MI (14.56 KM) TO MILE POST 29.60 AND
 CM2519'CHAMBERS COUNTY ROAD NO. 034 ON THE RIGHT, TURN RIGHT ON CHAMBERS
 CM2519'COUNTY ROAD NO. 034 AND DRIVE NORTHWEST AND NORTH FOR 1.65 MI
 CM2519'(2.66 KM) TO AN INTERSECTION WITH CHAMBERS COUNTY ROAD NO. 009 ON THE
 CM2519'RIGHT AND AHEAD, CONTINUE NORTH AND NORTHWEST ON CHAMBERS COUNTY ROAD
 CM2519'NO. 009 FOR 1.70 MI (2.74 KM) TO A T-INTERSECTION WITH CHAMBERS
 CM2519'COUNTY ROAD NO. 48 LEFT AND RIGHT, TURN LEFT ON CHAMBERS COUNTY ROAD
 CM2519'NO. 48 AND DRIVE WEST FOR 0.30 MI (0.48 KM) TO CHAMBERS COUNTY ROAD
 CM2519'NO. 54 ON THE RIGHT, TURN RIGHT ON CHAMBERS COUNTY ROAD NO. 54 AND
 CM2519'DRIVE NORTH FOR 2.35 MI (3.78 KM) TO A PAVED CROSS ROAD AT A COUNTY
 CM2519'LINE BAPTIST CHURCH SIGN, TURN LEFT ON THE PAVED COUNTY ROAD AND
 CM2519'DRIVE WEST FOR 0.20 MI (0.32 KM) TO THE STATION ON THE RIGHT.
 CM2519'THE STATION IS 3.2 FT (1.0 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 CM2519'ON TREATED WOOD POSTS, 27.5 FT (8.4 M) NORTH OF THE CENTER OF THE
 CM2519'PAVED COUNTY ROAD, 58.4 FT (17.8 M) NORTH OF A DOUBLE TRUNK CEDAR
 CM2519'TREE ACROSS THE ROAD, 201.6 FT (61.4 M) WEST-NORTHWEST OF THE WEST
 CM2519'POST OF A CATTLE GAP ACROSS THE ROAD, 280.3 FT (85.4 M)
 CM2519'WEST-NORTHWEST OF A GRAPHIC STOP SIGN AHEAD SIGN ACROSS THE ROAD, 2.8
 CM2519'FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 CM2519'GROUND.
 CM2519'STATION 9-20 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2408 ***********************************************************************
 CM2408  DESIGNATION -  9 2
 CM2408  PID         -  CM2408
 CM2408  STATE/COUNTY-  AL/CHAMBERS
 CM2408  USGS QUAD   -  LANETT NORTH (1984)
 CM2408
 CM2408                         *CURRENT SURVEY CONTROL
 CM2408  ___________________________________________________________________
 CM2408* NAD 83(1992)-  32 59 07.80475(N)    085 13 36.54347(W)     ADJUSTED  
 CM2408* NAVD 88     -       223.9    (meters)     735.     (feet)  VERTCON   
 CM2408  ___________________________________________________________________
 CM2408  X           -     445,639.902 (meters)                     COMP
 CM2408  Y           -  -5,336,940.372 (meters)                     COMP
 CM2408  Z           -   3,452,716.009 (meters)                     COMP
 CM2408  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CM2408  ELLIP HEIGHT-         194.76  (meters)          (07/29/02) GPS OBS
 CM2408  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM2408
 CM2408  HORZ ORDER  -  FIRST
 CM2408  ELLP ORDER  -  FOURTH    CLASS I
 CM2408
 CM2408.The horizontal coordinates were established by GPS observations
 CM2408.and adjusted by the National Geodetic Survey in September 1997..
 CM2408
 CM2408.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2408
 CM2408.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2408
 CM2408.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2408
 CM2408.The ellipsoidal height was determined by GPS observations
 CM2408.and is referenced to NAD 83.
 CM2408
 CM2408.The geoid height was determined by GEOID03.
 CM2408
 CM2408;                    North         East     Units Scale Factor Converg.
 CM2408;SPC AL E     -   275,750.675   256,688.278   MT  0.99999961   +0 19 48.8
 CM2408;SPC GA W     -   331,492.673   600,916.871   MT  1.00002101   -0 34 38.0
 CM2408;SPC GA W     - 1,087,572.21  1,971,508.10   sFT  1.00002101   -0 34 38.0
 CM2408;UTM  16      - 3,651,075.661   665,681.251   MT  0.99993847   +0 57 56.1
 CM2408
 CM2408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2408!SPC AL E     -   0.99996942  x   0.99999961  =   0.99996903
 CM2408!SPC GA W     -   0.99996942  x   1.00002101  =   0.99999043
 CM2408!UTM  16      -   0.99996942  x   0.99993847  =   0.99990790
 CM2408
 CM2408:                Primary Azimuth Mark                     Grid Az
 CM2408:SPC AL E     -  9 3                                      081 49 25.7
 CM2408:SPC GA W     -  9 3                                      082 43 52.5
 CM2408:UTM  16      -  9 3                                      081 11 18.4
 CM2408
 CM2408|---------------------------------------------------------------------|
 CM2408| PID    Reference Object                     Distance      Geod. Az  |
 CM2408|                                                           dddmmss.s |
 CM2408| CM2409 9 3                                 APPROX. 0.5 KM 0820914.5 |
 CM2408|---------------------------------------------------------------------|
 CM2408
 CM2408                          SUPERSEDED SURVEY CONTROL
 CM2408
 CM2408  NAD 83(1992)-  32 59 07.80442(N)    085 13 36.54473(W) AD(       ) 1
 CM2408  ELLIP H (12/04/92)  194.82   (m)                       GP(       ) 4 1
 CM2408  NAD 83(1986)-  32 59 07.80973(N)    085 13 36.54102(W) AD(       ) 1
 CM2408  NGVD 29 (12/04/92)  223.9    (m)          735.     (f) GPS OBS        
 CM2408
 CM2408.Superseded values are not recommended for survey control.
 CM2408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2408.See file dsdata.txt to determine how the superseded data were derived.
 CM2408
 CM2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6568151076(NAD 83)
 CM2408_MARKER: DD = SURVEY DISK
 CM2408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2408_SP_SET: CONCRETE POST
 CM2408_STAMPING: 9-2 1991
 CM2408_MARK LOGO: ALHD  
 CM2408_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2408+STABILITY: SURFACE MOTION
 CM2408_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2408+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2408
 CM2408  HISTORY     - Date     Condition        Report By
 CM2408  HISTORY     - 1991     MONUMENTED       ALHD
 CM2408
 CM2408                          STATION DESCRIPTION
 CM2408
 CM2408'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2408'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2408'CHAMBERS COUNTY ROAD NO. 222, ABOUT 8.35 MI (13.44 KM)
 CM2408'NORTH-NORTHWEST OF LANETT AND ABOUT 11.70 MI (18.83 KM) EAST-NORTHEAST
 CM2408'OF LAFAYETTE.
 CM2408'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 CM2408'SQUARE (MILE POST 164.85 ON U.S. 431) IN LAFAYETTE, DRIVE NORTH ON
 CM2408'U.S. 431 FOR 10.30 MI (16.58 KM) TO MILE POST 175.15 AND CHAMBERS
 CM2408'COUNTY ROAD NO. 222 LEFT AND RIGHT IN FIVE POINTS, TURN RIGHT ON
 CM2408'CHAMBERS COUNTY ROAD NO. 222 AND DRIVE EASTERLY FOR 5.45 MI
 CM2408'(8.77 KM) TO A T-ROAD LEFT WITH CHAMBERS COUNTY ROAD NO. 289 AHEAD
 CM2408'AND CHAMBERS COUNTY ROAD NO. 222 LEFT, TURN LEFT ON CHAMBERS COUNTY
 CM2408'ROAD NO. 222 AND DRIVE EASTERLY FOR 3.00 MI (4.83 KM) TO THE STATION
 CM2408'ON THE RIGHT.
 CM2408'THE STATION IS LOCATED BETWEEN TWO CONNECTED TREATED WOOD BRACE POLES
 CM2408'IN THE FENCE LINE, 3.7 FT (1.1 M) NORTH-NORTHWEST OF A SIX-STRAND
 CM2408'BARBED WIRE FENCE ON WHITE TOP GREEN STEEL POSTS, 4.3 FT (1.3 M)
 CM2408'NORTHWEST OF THE EAST ONE OF TWO TREATED WOOD BRACE POSTS IN THE FENCE
 CM2408'LINE, 5.1 FT (1.6 M) NORTHWEST OF THE WEST ONE OF TWO TREATED WOOD
 CM2408'BRACE POSTS IN THE FENCE LINE, 38.3 FT (11.7 M) SOUTH-SOUTHEAST OF
 CM2408'THE CENTERLINE OF CHAMBERS COUNTY ROAD NO. 222, 88.3 FT (26.9 M) EAST
 CM2408'OF A POWER POLE, 3.4 FT (1.0 M) NORTH OF A CARSONITE WITNESS POST,
 CM2408'AND SET FLUSH WITH THE GROUND.
 CM2408'STATION 9-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2520 ***********************************************************************
 CM2520  DESIGNATION -  9 20
 CM2520  PID         -  CM2520
 CM2520  STATE/COUNTY-  AL/CHAMBERS
 CM2520  USGS QUAD   -  DUDLEYVILLE (1971)
 CM2520
 CM2520                         *CURRENT SURVEY CONTROL
 CM2520  ___________________________________________________________________
 CM2520* NAD 83(1992)-  32 55 17.33369(N)    085 34 12.98055(W)     ADJUSTED  
 CM2520* NAVD 88     -       227.7    (meters)     747.     (feet)  GPS OBS   
 CM2520  ___________________________________________________________________
 CM2520  X           -     413,938.795 (meters)                     COMP
 CM2520  Y           -  -5,343,369.672 (meters)                     COMP
 CM2520  Z           -   3,446,760.159 (meters)                     COMP
 CM2520  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CM2520  ELLIP HEIGHT-         198.53  (meters)          (07/29/02) GPS OBS
 CM2520  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM2520
 CM2520  HORZ ORDER  -  FIRST
 CM2520  ELLP ORDER  -  FOURTH    CLASS I
 CM2520
 CM2520.The horizontal coordinates were established by GPS observations
 CM2520.and adjusted by the National Geodetic Survey in September 1993..
 CM2520
 CM2520.The orthometric height was determined by GPS observations and a
 CM2520.high-resolution geoid model.
 CM2520
 CM2520.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2520
 CM2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2520
 CM2520.The ellipsoidal height was determined by GPS observations
 CM2520.and is referenced to NAD 83.
 CM2520
 CM2520.The geoid height was determined by GEOID03.
 CM2520
 CM2520;                    North         East     Units Scale Factor Converg.
 CM2520;SPC AL E     -   268,518.281   224,604.696   MT  0.99996746   +0 08 34.7
 CM2520;UTM  16      - 3,643,489.054   633,683.096   MT  0.99982035   +0 46 37.8
 CM2520
 CM2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2520!SPC AL E     -   0.99996883  x   0.99996746  =   0.99993629
 CM2520!UTM  16      -   0.99996883  x   0.99982035  =   0.99978919
 CM2520
 CM2520:                Primary Azimuth Mark                     Grid Az
 CM2520:SPC AL E     -  9 19                                     226 48 05.2
 CM2520:UTM  16      -  9 19                                     226 10 02.1
 CM2520
 CM2520|---------------------------------------------------------------------|
 CM2520| PID    Reference Object                     Distance      Geod. Az  |
 CM2520|                                                           dddmmss.s |
 CM2520| CM2519 9 19                                454.472 METERS 2265639.9 |
 CM2520|---------------------------------------------------------------------|
 CM2520
 CM2520                          SUPERSEDED SURVEY CONTROL
 CM2520
 CM2520  ELLIP H (09/27/93)  198.58   (m)                       GP(       ) 4 1
 CM2520
 CM2520.Superseded values are not recommended for survey control.
 CM2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2520.See file dsdata.txt to determine how the superseded data were derived.
 CM2520
 CM2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3368343489(NAD 83)
 CM2520_MARKER: DD = SURVEY DISK
 CM2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2520_SP_SET: CONCRETE POST
 CM2520_STAMPING: 9-20 1992
 CM2520_MARK LOGO: ALHD  
 CM2520_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2520+STABILITY: SURFACE MOTION
 CM2520_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2520+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2520
 CM2520  HISTORY     - Date     Condition        Report By
 CM2520  HISTORY     - 1992     MONUMENTED       ALHD
 CM2520
 CM2520                          STATION DESCRIPTION
 CM2520
 CM2520'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2520'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE WEST RIGHT OF WAY OF
 CM2520'CHAMBERS COUNTY ROAD NO. 54, ABOUT 9.90 MI (15.93 KM) WEST OF
 CM2520'LAFAYETTE AND ABOUT 12.80 MI (20.60 KM) NORTH OF WAVERLY.
 CM2520'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2520'POST 38.65 ON ALA 50 AND MILE POST 163.90 ON U.S. 431) IN LAFAYETTE,
 CM2520'DRIVE WEST ON ALA 50 FOR 9.05 MI (14.56 KM) TO MILE POST 29.60 AND
 CM2520'CHAMBERS COUNTY ROAD NO. 034 ON THE RIGHT, TURN RIGHT ON CHAMBERS
 CM2520'COUNTY ROAD NO. 034 AND DRIVE NORTHWEST AND NORTH FOR 1.65 MI
 CM2520'(2.66 KM) TO AN INTERSECTION WITH CHAMBERS COUNTY ROAD NO. 009 ON THE
 CM2520'RIGHT AND AHEAD, CONTINUE NORTH AND NORTHWEST ON CHAMBERS COUNTY ROAD
 CM2520'NO. 009 FOR 1.70 MI (2.74 KM) TO A T-INTERSECTION WITH CHAMBERS
 CM2520'COUNTY ROAD NO. 48 LEFT AND RIGHT, TURN LEFT ON CHAMBERS COUNTY ROAD
 CM2520'NO. 48 AND DRIVE WEST FOR 0.30 MI (0.48 KM) TO CHAMBERS COUNTY ROAD
 CM2520'NO. 54 ON THE RIGHT, TURN RIGHT ON CHAMBERS COUNTY ROAD NO. 54 AND
 CM2520'DRIVE NORTH FOR 2.35 MI (3.78 KM) TO A PAVED CROSS ROAD AT A COUNTY
 CM2520'LINE BAPTIST CHURCH SIGN, CONTINUE NORTH ON CHAMBERS COUNTY ROAD NO.
 CM2520'54 FOR 0.20 MI (0.32 KM) TO THE STATION ON THE LEFT.
 CM2520'THE STATION IS 2.9 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH ONE STRAND
 CM2520'OF BARBED WIRE ON OLD TREATED WOOD POSTS, 22.5 FT (6.9 M) WEST OF THE
 CM2520'CENTER OF CHAMBERS COUNTY ROAD NO. 54, 57.4 FT (17.5 M) SOUTH OF A
 CM2520'POST WITH A BIRD HOUSE IN THE FENCE LINE, 81.9 FT (25.0 M) NORTHWEST
 CM2520'OF A CURVE AND SPEED LIMIT SIGN ACROSS THE ROAD, 226.9 FT (69.2 M)
 CM2520'SOUTH OF TELEPHONE CABLE PEDESTAL NO. P 154, 2.9 FT (0.9 M) EAST OF A
 CM2520'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2520'STATION 9-19 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2521 ***********************************************************************
 CM2521  DESIGNATION -  9 21
 CM2521  PID         -  CM2521
 CM2521  STATE/COUNTY-  AL/CHAMBERS
 CM2521  USGS QUAD   -  LAFAYETTE (1983)
 CM2521
 CM2521                         *CURRENT SURVEY CONTROL
 CM2521  ___________________________________________________________________
 CM2521* NAD 83(1992)-  32 53 57.56657(N)    085 27 17.78855(W)     ADJUSTED  
 CM2521* NAVD 88     -       232.1    (meters)     761.     (feet)  GPS OBS   
 CM2521  ___________________________________________________________________
 CM2521  X           -     424,799.761 (meters)                     COMP
 CM2521  Y           -  -5,343,860.363 (meters)                     COMP
 CM2521  Z           -   3,444,699.550 (meters)                     COMP
 CM2521  LAPLACE CORR-           0.66  (seconds)                    DEFLEC99
 CM2521  ELLIP HEIGHT-         203.02  (meters)          (07/29/02) GPS OBS
 CM2521  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CM2521
 CM2521  HORZ ORDER  -  FIRST
 CM2521  ELLP ORDER  -  FOURTH    CLASS I
 CM2521
 CM2521.The horizontal coordinates were established by GPS observations
 CM2521.and adjusted by the National Geodetic Survey in September 1993..
 CM2521
 CM2521.The orthometric height was determined by GPS observations and a
 CM2521.high-resolution geoid model.
 CM2521
 CM2521.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2521
 CM2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2521
 CM2521.The ellipsoidal height was determined by GPS observations
 CM2521.and is referenced to NAD 83.
 CM2521
 CM2521.The geoid height was determined by GEOID03.
 CM2521
 CM2521;                    North         East     Units Scale Factor Converg.
 CM2521;SPC AL E     -   266,093.841   235,400.752   MT  0.99997545   +0 12 19.9
 CM2521;UTM  16      - 3,641,184.531   644,503.884   MT  0.99985747   +0 50 21.7
 CM2521
 CM2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2521!SPC AL E     -   0.99996813  x   0.99997545  =   0.99994358
 CM2521!UTM  16      -   0.99996813  x   0.99985747  =   0.99982560
 CM2521
 CM2521|---------------------------------------------------------------------|
 CM2521| PID    Reference Object                     Distance      Geod. Az  |
 CM2521|                                                           dddmmss.s |
 CM2521| CM2522 9 22                                398.928 METERS 06448     |
 CM2521|---------------------------------------------------------------------|
 CM2521
 CM2521                          SUPERSEDED SURVEY CONTROL
 CM2521
 CM2521  ELLIP H (09/27/93)  203.08   (m)                       GP(       ) 4 1
 CM2521
 CM2521.Superseded values are not recommended for survey control.
 CM2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2521.See file dsdata.txt to determine how the superseded data were derived.
 CM2521
 CM2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4450441185(NAD 83)
 CM2521_MARKER: DD = SURVEY DISK
 CM2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2521_SP_SET: CONCRETE POST
 CM2521_STAMPING: 9-21 1992
 CM2521_MARK LOGO: ALHD  
 CM2521_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2521+STABILITY: SURFACE MOTION
 CM2521_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2521+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2521
 CM2521  HISTORY     - Date     Condition        Report By
 CM2521  HISTORY     - 1992     MONUMENTED       ALHD
 CM2521
 CM2521                          STATION DESCRIPTION
 CM2521
 CM2521'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2521'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTHEAST RIGHT OF
 CM2521'WAY OF CHAMBERS COUNTY ROAD NO. 48, ABOUT 3.10 MI (4.99 KM) WEST OF
 CM2521'LAFAYETTE AND ABOUT 13.50 MI (21.73 KM) NORTHEAST OF WAVERLY.
 CM2521'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2521'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2521'DRIVE NORTH ON U.S. 431 FOR 1.30 MI (2.09 KM) TO MILE POST 164.85, A
 CM2521'TRAFFIC LIGHT, AND ALABAMA AVE LEFT AND RIGHT AT THE NORTHWEST CORNER
 CM2521'OF THE COURT HOUSE SQUARE IN LAFAYETTE, TURN LEFT ON ALABAMA AVE WEST
 CM2521'AND DRIVE WEST ON ALABAMA AVE WEST AND LATER CHAMBERS COUNTY ROAD NO.
 CM2521'48 FOR 3.35 MI (5.39 KM) TO THE STATION ON THE LEFT.
 CM2521'THE STATION IS 3.0 FT (0.9 M) NORTHWEST OF A FOUR STRAND BARBED WIRE
 CM2521'FENCE ON TREATED WOOD POSTS, 25.9 FT (7.9 M) SOUTHEAST OF THE
 CM2521'CENTERLINE OF CHAMBERS COUNTY ROAD NO. 48, 80.0 FT (24.4 M)
 CM2521'SOUTH-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. RG 37 ACROSS THE ROAD,
 CM2521'95.4 FT (29.1 M) NORTHEAST OF A POWER POLE AT A POWER LINE CROSSING,
 CM2521'108.3 FT (33.0 M) NORTHEAST OF THE NORTHWEST CORNER OF THE FENCE,
 CM2521'111.9 FT (34.1 M) NORTHEAST OF THE NORTHEAST END OF A FIFTEEN-INCH
 CM2521'CONCRETE PIPE UNDER A GRAVEL DRIVEWAY, 2.3 FT (0.7 M) NORTH OF A
 CM2521'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2521'STATION 9-22 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2522 ***********************************************************************
 CM2522  DESIGNATION -  9 22
 CM2522  PID         -  CM2522
 CM2522  STATE/COUNTY-  AL/CHAMBERS
 CM2522  USGS QUAD   -  LAFAYETTE (1983)
 CM2522
 CM2522                         *CURRENT SURVEY CONTROL
 CM2522  ___________________________________________________________________
 CM2522* NAD 83(1992)-  32 54 03.08033(N)    085 27 03.89932(W)     ADJUSTED  
 CM2522* NAVD 88     -       245.9    (meters)     807.     (feet)  GPS OBS   
 CM2522  ___________________________________________________________________
 CM2522  X           -     425,153.197 (meters)                     COMP
 CM2522  Y           -  -5,343,751.288 (meters)                     COMP
 CM2522  Z           -   3,444,849.645 (meters)                     COMP
 CM2522  LAPLACE CORR-           0.67  (seconds)                    DEFLEC99
 CM2522  ELLIP HEIGHT-         216.78  (meters)          (07/29/02) GPS OBS
 CM2522  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CM2522
 CM2522  HORZ ORDER  -  FIRST
 CM2522  ELLP ORDER  -  FOURTH    CLASS I
 CM2522
 CM2522.The horizontal coordinates were established by GPS observations
 CM2522.and adjusted by the National Geodetic Survey in September 1993..
 CM2522
 CM2522.The orthometric height was determined by GPS observations and a
 CM2522.high-resolution geoid model.
 CM2522
 CM2522.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2522
 CM2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2522
 CM2522.The ellipsoidal height was determined by GPS observations
 CM2522.and is referenced to NAD 83.
 CM2522
 CM2522.The geoid height was determined by GEOID03.
 CM2522
 CM2522;                    North         East     Units Scale Factor Converg.
 CM2522;SPC AL E     -   266,264.996   235,761.088   MT  0.99997576   +0 12 27.5
 CM2522;UTM  16      - 3,641,359.641   644,862.262   MT  0.99985875   +0 50 29.4
 CM2522
 CM2522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2522!SPC AL E     -   0.99996597  x   0.99997576  =   0.99994173
 CM2522!UTM  16      -   0.99996597  x   0.99985875  =   0.99982472
 CM2522
 CM2522|---------------------------------------------------------------------|
 CM2522| PID    Reference Object                     Distance      Geod. Az  |
 CM2522|                                                           dddmmss.s |
 CM2522| CM2521 9 21                                398.928 METERS 24448     |
 CM2522|---------------------------------------------------------------------|
 CM2522
 CM2522                          SUPERSEDED SURVEY CONTROL
 CM2522
 CM2522  ELLIP H (09/27/93)  216.84   (m)                       GP(       ) 4 1
 CM2522
 CM2522.Superseded values are not recommended for survey control.
 CM2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2522.See file dsdata.txt to determine how the superseded data were derived.
 CM2522
 CM2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4486241360(NAD 83)
 CM2522_MARKER: DD = SURVEY DISK
 CM2522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2522_SP_SET: CONCRETE POST
 CM2522_STAMPING: 9-22 1992
 CM2522_MARK LOGO: ALHD  
 CM2522_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2522+STABILITY: SURFACE MOTION
 CM2522_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2522+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2522
 CM2522  HISTORY     - Date     Condition        Report By
 CM2522  HISTORY     - 1992     MONUMENTED       ALHD
 CM2522
 CM2522                          STATION DESCRIPTION
 CM2522
 CM2522'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2522'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2522'CHAMBERS COUNTY ROAD NO. 48, ABOUT 2.85 MI (4.59 KM) WEST OF
 CM2522'LAFAYETTE AND ABOUT 13.70 MI (22.05 KM) NORTHEAST OF WAVERLY.
 CM2522'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2522'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2522'DRIVE NORTH ON U.S. 431 FOR 1.30 MI (2.09 KM) TO MILE POST 164.85, A
 CM2522'TRAFFIC LIGHT, AND ALABAMA AVE LEFT AND RIGHT AT THE NORTHWEST CORNER
 CM2522'OF THE COURT HOUSE SQUARE IN LAFAYETTE, TURN LEFT ON ALABAMA AVE WEST
 CM2522'AND DRIVE WEST ON ALABAMA AVE WEST AND LATER CHAMBERS COUNTY ROAD NO.
 CM2522'48 FOR 3.10 MI (4.99 KM) TO THE STATION ON THE LEFT.
 CM2522'THE STATION IS 3.0 FT (0.9 M) NORTH-NORTHWEST OF A FOUR STRAND BARBED
 CM2522'WIRE FENCE ON SIX-INCH TREATED WOOD POSTS, 25.6 FT (7.8 M)
 CM2522'SOUTH-SOUTHEAST OF THE CENTERLINE OF CHAMBERS COUNTY ROAD NO. 48, 38.3
 CM2522'FT (11.7 M) WEST-SOUTHWEST OF THE CENTER OF A PLASTIC WATER METER
 CM2522'BOX, 60.8 FT (18.5 M) WEST-SOUTHWEST OF AN EIGHT-INCH FENCE JUNCTION
 CM2522'POST, 104.0 FT (31.7 M) SOUTH-SOUTHWEST OF A POWER POLE ACROSS THE
 CM2522'ROAD, 150.6 FT (45.9 M) EAST-NORTHEAST OF A FENCE CORNER AT THE EAST
 CM2522'SIDE OF A METAL GATE, 163.0 FT (49.7 M) EAST-NORTHEAST OF THE CENTER
 CM2522'OF A GRAVEL FIELD ROAD, 2.9 FT (0.9 M) NORTH OF A CARSONITE WITNESS
 CM2522'POST, AND SET FLUSH WITH THE GROUND.
 CM2522'STATION 9-21 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2523 ***********************************************************************
 CM2523  DESIGNATION -  9 23
 CM2523  PID         -  CM2523
 CM2523  STATE/COUNTY-  AL/CHAMBERS
 CM2523  USGS QUAD   -  FREDONIA (1971)
 CM2523
 CM2523                         *CURRENT SURVEY CONTROL
 CM2523  ___________________________________________________________________
 CM2523* NAD 83(1992)-  32 54 52.67453(N)    085 21 33.01379(W)     ADJUSTED  
 CM2523* NAVD 88     -       211.0    (meters)     692.     (feet)  GPS OBS   
 CM2523  ___________________________________________________________________
 CM2523  X           -     433,655.449 (meters)                     COMP
 CM2523  Y           -  -5,342,205.880 (meters)                     COMP
 CM2523  Z           -   3,446,113.424 (meters)                     COMP
 CM2523  LAPLACE CORR-           0.23  (seconds)                    DEFLEC99
 CM2523  ELLIP HEIGHT-         181.93  (meters)          (08/29/05) GPS OBS
 CM2523  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CM2523
 CM2523  HORZ ORDER  -  A
 CM2523  ELLP ORDER  -  FOURTH    CLASS I
 CM2523
 CM2523.The horizontal coordinates were established by GPS observations
 CM2523.and adjusted by the National Geodetic Survey in August 2005..
 CM2523
 CM2523.The orthometric height was determined by GPS observations and a
 CM2523.high-resolution geoid model.
 CM2523
 CM2523.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2523
 CM2523.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2523
 CM2523.The ellipsoidal height was determined by GPS observations
 CM2523.and is referenced to NAD 83.
 CM2523
 CM2523.The geoid height was determined by GEOID03.
 CM2523
 CM2523;                    North         East     Units Scale Factor Converg.
 CM2523;SPC AL E     -   267,827.681   244,353.100   MT  0.99998425   +0 15 27.6
 CM2523;UTM  16      - 3,643,017.126   653,435.553   MT  0.99989029   +0 53 30.4
 CM2523
 CM2523!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2523!SPC AL E     -   0.99997144  x   0.99998425  =   0.99995569
 CM2523!UTM  16      -   0.99997144  x   0.99989029  =   0.99986173
 CM2523
 CM2523:                Primary Azimuth Mark                     Grid Az
 CM2523:SPC AL E     -  9 24                                     063 20 27.6
 CM2523:UTM  16      -  9 24                                     062 42 24.8
 CM2523
 CM2523|---------------------------------------------------------------------|
 CM2523| PID    Reference Object                     Distance      Geod. Az  |
 CM2523|                                                           dddmmss.s |
 CM2523| CM2524 9 24                                429.136 METERS 0633555.2 |
 CM2523|---------------------------------------------------------------------|
 CM2523
 CM2523                          SUPERSEDED SURVEY CONTROL
 CM2523
 CM2523  ELLIP H (07/29/02)  181.87   (m)                       GP(       ) 4 1
 CM2523  NAD 83(1992)-  32 54 52.67379(N)    085 21 33.01676(W) AD(       ) 1
 CM2523  ELLIP H (09/27/93)  181.92   (m)                       GP(       ) 4 1
 CM2523
 CM2523.Superseded values are not recommended for survey control.
 CM2523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2523.See file dsdata.txt to determine how the superseded data were derived.
 CM2523
 CM2523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5343643017(NAD 83)
 CM2523_MARKER: DD = SURVEY DISK
 CM2523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2523_SP_SET: CONCRETE POST
 CM2523_STAMPING: 9-23 1992
 CM2523_MARK LOGO: ALHD  
 CM2523_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2523+STABILITY: SURFACE MOTION
 CM2523_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2523+SATELLITE: SATELLITE OBSERVATIONS - June 24, 2004
 CM2523
 CM2523  HISTORY     - Date     Condition        Report By
 CM2523  HISTORY     - 1992     MONUMENTED       ALHD
 CM2523  HISTORY     - 20040412 GOOD             ALHD
 CM2523  HISTORY     - 20040624 GOOD             ALDOT
 CM2523
 CM2523                          STATION DESCRIPTION
 CM2523
 CM2523'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2523'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2523'CHAMBERS COUNTY ROAD NO. 267, ABOUT 2.65 MI (4.26 KM) EAST-NORTHEAST
 CM2523'OF LAFAYETTE AND ABOUT 10.35 MI (16.66 KM) WEST-NORTHWEST OF LANETT.
 CM2523'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2523'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2523'DRIVE NORTH ON U.S. 431 FOR 1.30 MI (2.09 KM) TO MILE POST 164.85, A
 CM2523'TRAFFIC LIGHT, AND ALABAMA AVE LEFT AND RIGHT AT THE NORTHWEST CORNER
 CM2523'OF THE COURT HOUSE SQUARE IN LAFAYETTE, TURN RIGHT ON ALABAMA AVE
 CM2523'EAST AND DRIVE EAST ON ALABAMA AVE EAST AND LATER CHAMBERS COUNTY
 CM2523'ROAD NO. 267 FOR 2.95 MI (4.75 KM) TO THE STATION ON THE RIGHT.
 CM2523'THE STATION IS LOCATED IN FRONT OF TWO CONNECTED POSTS IN THE FENCE
 CM2523'LINE AND ACROSS THE ROAD FROM A LARGE WHITE FRAME HOUSE WITH
 CM2523'EQUIPMENT SHEDS AND A LARGE BARN, 2.9 FT (0.9 M) NORTH-NORTHWEST OF A
 CM2523'HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON OLD TREATED WOOD
 CM2523'POSTS, 43.0 FT (13.1 M) SOUTH-SOUTHEAST OF THE CENTER OF CHAMBERS
 CM2523'COUNTY ROAD NO. 267, 101.0 FT (30.8 M) SOUTHWEST OF A TRANSFORMER
 CM2523'POWER POLE WITH A NIGHT LIGHT AND TELEPHONE CABLE PEDESTAL NO. 39,
 CM2523'2.5 FT (0.8 M) NORTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH
 CM2523'THE GROUND.
 CM2523'STATION 9-24 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2523
 CM2523                          STATION RECOVERY (2004)
 CM2523
 CM2523'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CM2523'RECOVERED IN GOOD CONDITION.
 CM2523
 CM2523                          STATION RECOVERY (2004)
 CM2523
 CM2523'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (JDS)
 CM2523'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2524 ***********************************************************************
 CM2524  DESIGNATION -  9 24
 CM2524  PID         -  CM2524
 CM2524  STATE/COUNTY-  AL/CHAMBERS
 CM2524  USGS QUAD   -  FREDONIA (1971)
 CM2524
 CM2524                         *CURRENT SURVEY CONTROL
 CM2524  ___________________________________________________________________
 CM2524* NAD 83(1992)-  32 54 58.86840(N)    085 21 18.22074(W)     ADJUSTED  
 CM2524* NAVD 88     -       212.6    (meters)     698.     (feet)  GPS OBS   
 CM2524  ___________________________________________________________________
 CM2524  X           -     434,030.293 (meters)                     COMP
 CM2524  Y           -  -5,342,072.713 (meters)                     COMP
 CM2524  Z           -   3,446,274.451 (meters)                     COMP
 CM2524  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CM2524  ELLIP HEIGHT-         183.48  (meters)          (07/29/02) GPS OBS
 CM2524  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CM2524
 CM2524  HORZ ORDER  -  FIRST
 CM2524  ELLP ORDER  -  FOURTH    CLASS I
 CM2524
 CM2524.The horizontal coordinates were established by GPS observations
 CM2524.and adjusted by the National Geodetic Survey in September 1993..
 CM2524
 CM2524.The orthometric height was determined by GPS observations and a
 CM2524.high-resolution geoid model.
 CM2524
 CM2524.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2524
 CM2524.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2524
 CM2524.The ellipsoidal height was determined by GPS observations
 CM2524.and is referenced to NAD 83.
 CM2524
 CM2524.The geoid height was determined by GEOID03.
 CM2524
 CM2524;                    North         East     Units Scale Factor Converg.
 CM2524;SPC AL E     -   268,020.223   244,736.611   MT  0.99998467   +0 15 35.7
 CM2524;UTM  16      - 3,643,213.882   653,816.873   MT  0.99989173   +0 53 38.6
 CM2524
 CM2524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2524!SPC AL E     -   0.99997119  x   0.99998467  =   0.99995586
 CM2524!UTM  16      -   0.99997119  x   0.99989173  =   0.99986293
 CM2524
 CM2524:                Primary Azimuth Mark                     Grid Az
 CM2524:SPC AL E     -  9 23                                     243 20 27.5
 CM2524:UTM  16      -  9 23                                     242 42 24.6
 CM2524
 CM2524|---------------------------------------------------------------------|
 CM2524| PID    Reference Object                     Distance      Geod. Az  |
 CM2524|                                                           dddmmss.s |
 CM2524| CM2523 9 23                                429.136 METERS 2433603.2 |
 CM2524|---------------------------------------------------------------------|
 CM2524
 CM2524                          SUPERSEDED SURVEY CONTROL
 CM2524
 CM2524  ELLIP H (09/27/93)  183.54   (m)                       GP(       ) 4 1
 CM2524
 CM2524.Superseded values are not recommended for survey control.
 CM2524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2524.See file dsdata.txt to determine how the superseded data were derived.
 CM2524
 CM2524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5381743214(NAD 83)
 CM2524_MARKER: DD = SURVEY DISK
 CM2524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2524_SP_SET: CONCRETE POST
 CM2524_STAMPING: 9-24 1992
 CM2524_MARK LOGO: ALHD  
 CM2524_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2524+STABILITY: SURFACE MOTION
 CM2524_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2524+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2524
 CM2524  HISTORY     - Date     Condition        Report By
 CM2524  HISTORY     - 1992     MONUMENTED       ALHD
 CM2524
 CM2524                          STATION DESCRIPTION
 CM2524
 CM2524'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2524'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTHEAST RIGHT OF
 CM2524'WAY OF CHAMBERS COUNTY ROAD NO. 267, ABOUT 3.00 MI (4.83 KM)
 CM2524'EAST-NORTHEAST OF LAFAYETTE AND ABOUT 10.10 MI (16.25 KM)
 CM2524'WEST-NORTHWEST OF LANETT.
 CM2524'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2524'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2524'DRIVE NORTH ON U.S. 431 FOR 1.30 MI (2.09 KM) TO MILE POST 164.85, A
 CM2524'TRAFFIC LIGHT, AND ALABAMA AVE LEFT AND RIGHT AT THE NORTHWEST CORNER
 CM2524'OF THE COURT HOUSE SQUARE IN LAFAYETTE, TURN RIGHT ON ALABAMA AVE
 CM2524'EAST AND DRIVE EAST ON ALABAMA AVE EAST AND LATER CHAMBERS COUNTY
 CM2524'ROAD NO. 267 FOR 3.25 MI (5.23 KM) TO THE STATION ON THE RIGHT.
 CM2524'THE STATION IS LOCATED IN FRONT OF TWO CONNECTED POSTS IN THE FENCE
 CM2524'LINE, 3.2 FT (1.0 M) NORTHWEST OF A DOUBLE HOG WIRE FENCE WITH TWO
 CM2524'STRANDS OF BARBED WIRE ON WOOD AND STEEL POSTS, 154.0 FT (46.9 M)
 CM2524'NORTHEAST OF A TELEPHONE SERVICE POLE AND CABLE PEDESTAL NO. P 41,
 CM2524'168.9 FT (51.5 M) NORTHEAST OF THE NORTHEAST POST OF A METAL GATE,
 CM2524'2.8 FT (0.9 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CM2524'WITH THE GROUND.
 CM2524'STATION 9-23 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2525 ***********************************************************************
 CM2525  DESIGNATION -  9 25
 CM2525  PID         -  CM2525
 CM2525  STATE/COUNTY-  AL/CHAMBERS
 CM2525  USGS QUAD   -  LANETT NORTH (1984)
 CM2525
 CM2525                         *CURRENT SURVEY CONTROL
 CM2525  ___________________________________________________________________
 CM2525* NAD 83(1992)-  32 53 20.66513(N)    085 14 24.81001(W)     ADJUSTED  
 CM2525* NAVD 88     -       203.6    (meters)     668.     (feet)  GPS OBS   
 CM2525  ___________________________________________________________________
 CM2525  X           -     444,872.130 (meters)                     COMP
 CM2525  Y           -  -5,342,822.401 (meters)                     COMP
 CM2525  Z           -   3,443,729.553 (meters)                     COMP
 CM2525  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 CM2525  ELLIP HEIGHT-         174.61  (meters)          (07/29/02) GPS OBS
 CM2525  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CM2525
 CM2525  HORZ ORDER  -  FIRST
 CM2525  ELLP ORDER  -  FOURTH    CLASS I
 CM2525
 CM2525.The horizontal coordinates were established by GPS observations
 CM2525.and adjusted by the National Geodetic Survey in September 1993..
 CM2525
 CM2525.The orthometric height was determined by GPS observations and a
 CM2525.high-resolution geoid model.
 CM2525
 CM2525.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2525
 CM2525.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2525
 CM2525.The ellipsoidal height was determined by GPS observations
 CM2525.and is referenced to NAD 83.
 CM2525
 CM2525.The geoid height was determined by GEOID03.
 CM2525
 CM2525;                    North         East     Units Scale Factor Converg.
 CM2525;SPC AL E     -   265,049.573   255,495.325   MT  0.99999796   +0 19 19.5
 CM2525;SPC GA W     -   320,811.522   599,554.781   MT  1.00002436   -0 34 58.8
 CM2525;SPC GA W     - 1,052,529.14  1,967,039.31   sFT  1.00002436   -0 34 58.8
 CM2525;UTM  16      - 3,640,362.673   664,606.951   MT  0.99993410   +0 57 20.9
 CM2525
 CM2525!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2525!SPC AL E     -   0.99997259  x   0.99999796  =   0.99997055
 CM2525!SPC GA W     -   0.99997259  x   1.00002436  =   0.99999695
 CM2525!UTM  16      -   0.99997259  x   0.99993410  =   0.99990669
 CM2525
 CM2525:                Primary Azimuth Mark                     Grid Az
 CM2525:SPC AL E     -  9 26                                     359 52 09.3
 CM2525:SPC GA W     -  9 26                                     000 46 27.6
 CM2525:UTM  16      -  9 26                                     359 14 07.9
 CM2525
 CM2525|---------------------------------------------------------------------|
 CM2525| PID    Reference Object                     Distance      Geod. Az  |
 CM2525|                                                           dddmmss.s |
 CM2525| CM2526 9 26                                APPROX. 0.5 KM 0001128.8 |
 CM2525|---------------------------------------------------------------------|
 CM2525
 CM2525                          SUPERSEDED SURVEY CONTROL
 CM2525
 CM2525  ELLIP H (09/27/93)  174.67   (m)                       GP(       ) 4 1
 CM2525
 CM2525.Superseded values are not recommended for survey control.
 CM2525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2525.See file dsdata.txt to determine how the superseded data were derived.
 CM2525
 CM2525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6460740363(NAD 83)
 CM2525_MARKER: DD = SURVEY DISK
 CM2525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2525_SP_SET: CONCRETE POST
 CM2525_STAMPING: 9-25 1992
 CM2525_MARK LOGO: ALHD  
 CM2525_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2525+STABILITY: SURFACE MOTION
 CM2525_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2525+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2525
 CM2525  HISTORY     - Date     Condition        Report By
 CM2525  HISTORY     - 1992     MONUMENTED       ALHD
 CM2525
 CM2525                          STATION DESCRIPTION
 CM2525
 CM2525'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2525'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE WEST RIGHT OF WAY OF
 CM2525'CHAMBERS COUNTY ROAD NO. 210, ABOUT 3.30 MI (5.31 KM) NORTHWEST OF
 CM2525'LANETT AND ABOUT 9.85 MI (15.85 KM) EAST OF LAFAYETTE.
 CM2525'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2525'POST 38.65 ON ALA 50 AND MILE POST 163.90 ON U.S. 431) IN LAFAYETTE,
 CM2525'DRIVE EAST AND SOUTHEAST ON ALA 50 FOR 6.95 MI (11.18 KM) TO MILE
 CM2525'POST 45.60 AND CHAMBERS COUNTY ROAD NO. 84 ON THE LEFT, TURN LEFT ON
 CM2525'CHAMBERS COUNTY ROAD NO. 84 AND DRIVE NORTHEAST AND EAST FOR 4.30 MI
 CM2525'(6.92 KM) TO CHAMBERS COUNTY ROAD NO. 210 ON THE LEFT, TURN LEFT ON
 CM2525'CHAMBERS COUNTY ROAD NO. 210 AND DRIVE NORTH FOR 0.85 MI (1.37 KM) TO
 CM2525'THE STATION ON THE LEFT.
 CM2525'THE STATION IS 2.9 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH ONE STRAND
 CM2525'OF BARBED WIRE ON TREATED WOOD POSTS, 36.4 FT (11.1 M) WEST OF THE
 CM2525'CENTERLINE OF CHAMBERS COUNTY ROAD NO. 210, 83.2 FT (25.4 M) WEST OF
 CM2525'THE NORTH POST OF A METAL GATE ACROSS THE ROAD, 88.8 FT (27.1 M)
 CM2525'WEST-NORTHWEST OF THE SOUTH POST OF A METAL GATE ACROSS THE ROAD,
 CM2525'100.0 FT (30.5 M) NORTH-NORTHWEST OF THE WEST END OF A
 CM2525'TWENTYFOUR-INCH CONCRETE PIPE UNDER CHAMBERS COUNTY ROAD NO. 210,
 CM2525'107.9 FT (32.9 M) NORTHWEST OF A TRANSFORMER POWER POLE ACROSS THE
 CM2525'ROAD, 2.9 FT (0.9 M) EAST OF A CARSONITE WITNESS POST AND SET FLUSH
 CM2525'WITH THE GROUND.
 CM2525'STATION 9-26 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2526 ***********************************************************************
 CM2526  DESIGNATION -  9 26
 CM2526  PID         -  CM2526
 CM2526  STATE/COUNTY-  AL/CHAMBERS
 CM2526  USGS QUAD   -  LANETT NORTH (1984)
 CM2526
 CM2526                         *CURRENT SURVEY CONTROL
 CM2526  ___________________________________________________________________
 CM2526* NAD 83(1992)-  32 53 37.32499(N)    085 14 24.74407(W)     ADJUSTED  
 CM2526* NAVD 88     -       206.2    (meters)     677.     (feet)  GPS OBS   
 CM2526  ___________________________________________________________________
 CM2526  X           -     444,850.889 (meters)                     COMP
 CM2526  Y           -  -5,342,546.647 (meters)                     COMP
 CM2526  Z           -   3,444,161.914 (meters)                     COMP
 CM2526  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CM2526  ELLIP HEIGHT-         177.17  (meters)          (07/29/02) GPS OBS
 CM2526  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CM2526
 CM2526  HORZ ORDER  -  FIRST
 CM2526  ELLP ORDER  -  FOURTH    CLASS I
 CM2526
 CM2526.The horizontal coordinates were established by GPS observations
 CM2526.and adjusted by the National Geodetic Survey in September 1993..
 CM2526
 CM2526.The orthometric height was determined by GPS observations and a
 CM2526.high-resolution geoid model.
 CM2526
 CM2526.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2526
 CM2526.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2526
 CM2526.The ellipsoidal height was determined by GPS observations
 CM2526.and is referenced to NAD 83.
 CM2526
 CM2526.The geoid height was determined by GEOID03.
 CM2526
 CM2526;                    North         East     Units Scale Factor Converg.
 CM2526;SPC AL E     -   265,562.801   255,494.154   MT  0.99999796   +0 19 19.6
 CM2526;SPC GA W     -   321,324.719   599,561.718   MT  1.00002435   -0 34 59.0
 CM2526;SPC GA W     - 1,054,212.85  1,967,062.07   sFT  1.00002435   -0 34 59.0
 CM2526;UTM  16      - 3,640,875.824   664,600.103   MT  0.99993407   +0 57 21.3
 CM2526
 CM2526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2526!SPC AL E     -   0.99997218  x   0.99999796  =   0.99997014
 CM2526!SPC GA W     -   0.99997218  x   1.00002435  =   0.99999653
 CM2526!UTM  16      -   0.99997218  x   0.99993407  =   0.99990626
 CM2526
 CM2526:                Primary Azimuth Mark                     Grid Az
 CM2526:SPC AL E     -  9 25                                     179 52 09.2
 CM2526:SPC GA W     -  9 25                                     180 46 27.8
 CM2526:UTM  16      -  9 25                                     179 14 07.5
 CM2526
 CM2526|---------------------------------------------------------------------|
 CM2526| PID    Reference Object                     Distance      Geod. Az  |
 CM2526|                                                           dddmmss.s |
 CM2526| CM2525 9 25                                APPROX. 0.5 KM 1801128.8 |
 CM2526|---------------------------------------------------------------------|
 CM2526
 CM2526                          SUPERSEDED SURVEY CONTROL
 CM2526
 CM2526  ELLIP H (09/27/93)  177.22   (m)                       GP(       ) 4 1
 CM2526
 CM2526.Superseded values are not recommended for survey control.
 CM2526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2526.See file dsdata.txt to determine how the superseded data were derived.
 CM2526
 CM2526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6460040876(NAD 83)
 CM2526_MARKER: DD = SURVEY DISK
 CM2526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2526_SP_SET: CONCRETE POST
 CM2526_STAMPING: 9-26 1992
 CM2526_MARK LOGO: ALHD  
 CM2526_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2526+STABILITY: SURFACE MOTION
 CM2526_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2526+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2526
 CM2526  HISTORY     - Date     Condition        Report By
 CM2526  HISTORY     - 1992     MONUMENTED       ALHD
 CM2526
 CM2526                          STATION DESCRIPTION
 CM2526
 CM2526'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2526'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE WEST RIGHT OF WAY OF
 CM2526'CHAMBERS COUNTY ROAD NO. 210, ABOUT 3.50 MI (5.63 KM) NORTHWEST OF
 CM2526'LANETT AND ABOUT 9.80 MI (15.77 KM) EAST OF LAFAYETTE.
 CM2526'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2526'POST 38.65 ON ALA 50 AND MILE POST 163.90 ON U.S. 431) IN LAFAYETTE,
 CM2526'DRIVE EAST AND SOUTHEAST ON ALA 50 FOR 6.95 MI (11.18 KM) TO MILE
 CM2526'POST 45.60 AND CHAMBERS COUNTY ROAD NO. 84 ON THE LEFT, TURN LEFT ON
 CM2526'CHAMBERS COUNTY ROAD NO. 84 AND DRIVE NORTHEAST AND EAST FOR 4.30 MI
 CM2526'(6.92 KM) TO CHAMBERS COUNTY ROAD NO. 210 ON THE LEFT, TURN LEFT ON
 CM2526'CHAMBERS COUNTY ROAD NO. 210 AND DRIVE NORTH FOR 1.20 MI (1.93 KM) TO
 CM2526'THE STATION ON THE LEFT.
 CM2526'THE STATION IS 3.2 FT (1.0 M) EAST OF A HOG WIRE FENCE WITH ONE STRAND
 CM2526'OF BARBED WIRE ON TREATED WOOD POSTS, 40.0 FT (12.2 M) WEST OF THE
 CM2526'CENTERLINE OF CHAMBERS COUNTY ROAD NO. 210, 140.6 FT (42.9 M) SOUTH
 CM2526'OF THE SOUTH POST OF A RED METAL GATE, 163.9 FT (50.0 M) SOUTH OF THE
 CM2526'NORTHEAST CORNER OF THE FENCE, 178.6 FT (54.4 M) SOUTH OF THE CENTER
 CM2526'OF A GRAVEL ROAD LEADING WEST, 2.7 FT (0.8 M) EAST OF A CARSONITE
 CM2526'WITNESS POST AND SET FLUSH WITH THE GROUND.
 CM2526'STATION 9-25 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2527 ***********************************************************************
 CM2527  DESIGNATION -  9 27
 CM2527  PID         -  CM2527
 CM2527  STATE/COUNTY-  AL/CHAMBERS
 CM2527  USGS QUAD   -  DUDLEYVILLE (1971)
 CM2527
 CM2527                         *CURRENT SURVEY CONTROL
 CM2527  ___________________________________________________________________
 CM2527* NAD 83(1992)-  32 59 42.53112(N)    085 31 24.65021(W)     ADJUSTED  
 CM2527* NAVD 88     -       242.2    (meters)     795.     (feet)  GPS OBS   
 CM2527  ___________________________________________________________________
 CM2527  X           -     417,953.354 (meters)                     COMP
 CM2527  Y           -  -5,338,610.989 (meters)                     COMP
 CM2527  Z           -   3,453,623.288 (meters)                     COMP
 CM2527  LAPLACE CORR-           0.06  (seconds)                    DEFLEC99
 CM2527  ELLIP HEIGHT-         213.01  (meters)          (07/29/02) GPS OBS
 CM2527  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CM2527
 CM2527  HORZ ORDER  -  FIRST
 CM2527  ELLP ORDER  -  FOURTH    CLASS I
 CM2527
 CM2527.The horizontal coordinates were established by GPS observations
 CM2527.and adjusted by the National Geodetic Survey in September 1993..
 CM2527
 CM2527.The orthometric height was determined by GPS observations and a
 CM2527.high-resolution geoid model.
 CM2527
 CM2527.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2527
 CM2527.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2527
 CM2527.The ellipsoidal height was determined by GPS observations
 CM2527.and is referenced to NAD 83.
 CM2527
 CM2527.The geoid height was determined by GEOID03.
 CM2527
 CM2527;                    North         East     Units Scale Factor Converg.
 CM2527;SPC AL E     -   276,699.714   228,954.102   MT  0.99997033   +0 10 07.4
 CM2527;UTM  16      - 3,651,717.011   637,940.987   MT  0.99983461   +0 48 15.0
 CM2527
 CM2527!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2527!SPC AL E     -   0.99996656  x   0.99997033  =   0.99993689
 CM2527!UTM  16      -   0.99996656  x   0.99983461  =   0.99980117
 CM2527
 CM2527:                Primary Azimuth Mark                     Grid Az
 CM2527:SPC AL E     -  9 28                                     014 22 27.0
 CM2527:UTM  16      -  9 28                                     013 44 19.4
 CM2527
 CM2527|---------------------------------------------------------------------|
 CM2527| PID    Reference Object                     Distance      Geod. Az  |
 CM2527|                                                           dddmmss.s |
 CM2527| DG3851 9 28                                APPROX. 0.6 KM 0143234.4 |
 CM2527|---------------------------------------------------------------------|
 CM2527
 CM2527                          SUPERSEDED SURVEY CONTROL
 CM2527
 CM2527  ELLIP H (09/27/93)  213.07   (m)                       GP(       ) 4 1
 CM2527
 CM2527.Superseded values are not recommended for survey control.
 CM2527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2527.See file dsdata.txt to determine how the superseded data were derived.
 CM2527
 CM2527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3794151717(NAD 83)
 CM2527_MARKER: DD = SURVEY DISK
 CM2527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2527_SP_SET: CONCRETE POST
 CM2527_STAMPING: 9-27 1992
 CM2527_MARK LOGO: ALHD  
 CM2527_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2527+STABILITY: SURFACE MOTION
 CM2527_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2527+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2527
 CM2527  HISTORY     - Date     Condition        Report By
 CM2527  HISTORY     - 1992     MONUMENTED       ALHD
 CM2527
 CM2527                          STATION DESCRIPTION
 CM2527
 CM2527'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2527'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2527'A PAVED COUNTY ROAD, ABOUT 9.60 MI (15.45 KM) NORTHWEST OF LAFAYETTE
 CM2527'AND ABOUT 10.05 MI (16.17 KM) WEST-SOUTHWST OF FIVE POINTS.
 CM2527'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2527'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2527'DRIVE NORTH ON U.S. 431 FOR 2.05 MI (3.30 KM) TO MILE POST 165.95 AND
 CM2527'ALA 77 ON THE LEFT, BEAR LEFT ON ALA 77 AND DRIVE NORTHWEST FOR 7.95
 CM2527'MI (12.79 KM) TO MILE POST 7.95 AND A PAVED CROSS ROAD AT PENTON WITH
 CM2527'CHAMBERS COUNTY ROAD NO. 114 LEFT AND RIGHT, TURN LEFT ON CHAMBERS
 CM2527'COUNTY ROAD NO. 114 AND DRIVE WEST FOR 3.20 MI (5.15 KM) TO A
 CM2527'T-INTERSECTION WITH CHAMBERS COUNTY ROAD NO. 53 LEFT AND RIGHT, TURN
 CM2527'RIGHT ON CHAMBERS COUNTY ROAD NO. 53 AND DRIVE NORTHWEST FOR 0.05 MI
 CM2527'(0.08 KM) TO A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED
 CM2527'COUNTY ROAD AND DRIVE NORTHWEST AND WEST FOR 0.35 MI (0.56 KM) TO THE
 CM2527'STATION ON THE LEFT.
 CM2527'THE STATION IS 2.8 FT (0.9 M) NORTH OF A THREE STRAND BARBED WIRE
 CM2527'FENCE ON TREATED WOOD POSTS, 16.0 FT (4.9 M) SOUTH OF THE CENTER OF
 CM2527'THE PAVED COUNTY ROAD, 81.1 FT (24.7 M) EAST-SOUTHEAST OF A STOP SIGN
 CM2527'ACROSS THE ROAD, 83.1 FT (25.3 M) EAST OF TELEPHONE CABLE PEDESTAL
 CM2527'NO. PED 42 S 4, 141.8 FT (43.2 M) WEST OF THE NORTHEAST CORNER OF THE
 CM2527'FENCE AT A BRICK HOUSE, 149.5 FT (45.6 M) EAST OF THE CENTER OF THE
 CM2527'INTERSECTION OF THE PAVED COUNTY ROAD AND CHAMBERS COUNTY ROAD NO.
 CM2527'54, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH
 CM2527'WITH THE GROUND.
 CM2527'STATION 9-28 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3851 ***********************************************************************
 DG3851  DESIGNATION -  9 28
 DG3851  PID         -  DG3851
 DG3851  STATE/COUNTY-  AL/CHAMBERS
 DG3851  USGS QUAD   -  WADLEY SOUTH (1969)
 DG3851
 DG3851                         *CURRENT SURVEY CONTROL
 DG3851  ___________________________________________________________________
 DG3851* NAD 83(1992)-  33 00 01.26866(N)    085 31 18.88165(W)     ADJUSTED  
 DG3851* NAVD 88     -       239.8    (meters)     787.     (feet)  GPS OBS   
 DG3851  ___________________________________________________________________
 DG3851  X           -     418,077.951 (meters)                     COMP
 DG3851  Y           -  -5,338,283.828 (meters)                     COMP
 DG3851  Z           -   3,454,106.099 (meters)                     COMP
 DG3851  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 DG3851  ELLIP HEIGHT-         210.56  (meters)          (07/29/02) GPS OBS
 DG3851  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DG3851
 DG3851  HORZ ORDER  -  FIRST
 DG3851  ELLP ORDER  -  FOURTH    CLASS I
 DG3851
 DG3851.The horizontal coordinates were established by GPS observations
 DG3851.and adjusted by the National Geodetic Survey in September 1993..
 DG3851
 DG3851.The orthometric height was determined by GPS observations and a
 DG3851.high-resolution geoid model.
 DG3851
 DG3851.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3851
 DG3851.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3851
 DG3851.The ellipsoidal height was determined by GPS observations
 DG3851.and is referenced to NAD 83.
 DG3851
 DG3851.The geoid height was determined by GEOID03.
 DG3851
 DG3851;                    North         East     Units Scale Factor Converg.
 DG3851;SPC AL E     -   277,277.380   229,102.144   MT  0.99997044   +0 10 10.6
 DG3851;UTM  16      - 3,652,296.205   638,082.593   MT  0.99983509   +0 48 18.6
 DG3851
 DG3851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3851!SPC AL E     -   0.99996694  x   0.99997044  =   0.99993738
 DG3851!UTM  16      -   0.99996694  x   0.99983509  =   0.99980204
 DG3851
 DG3851:                Primary Azimuth Mark                     Grid Az
 DG3851:SPC AL E     -  9 27                                     194 22 27.0
 DG3851:UTM  16      -  9 27                                     193 44 19.0
 DG3851
 DG3851|---------------------------------------------------------------------|
 DG3851| PID    Reference Object                     Distance      Geod. Az  |
 DG3851|                                                           dddmmss.s |
 DG3851| CM2527 9 27                                APPROX. 0.6 KM 1943237.6 |
 DG3851|---------------------------------------------------------------------|
 DG3851
 DG3851                          SUPERSEDED SURVEY CONTROL
 DG3851
 DG3851  ELLIP H (09/27/93)  210.62   (m)                       GP(       ) 4 1
 DG3851
 DG3851.Superseded values are not recommended for survey control.
 DG3851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3851.See file dsdata.txt to determine how the superseded data were derived.
 DG3851
 DG3851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3808352296(NAD 83)
 DG3851_MARKER: DD = SURVEY DISK
 DG3851_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3851_SP_SET: CONCRETE POST
 DG3851_STAMPING: 9-28 1992
 DG3851_MARK LOGO: ALHD  
 DG3851_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3851_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3851+STABILITY: SURFACE MOTION
 DG3851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3851+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3851
 DG3851  HISTORY     - Date     Condition        Report By
 DG3851  HISTORY     - 1992     MONUMENTED       ALHD
 DG3851
 DG3851                          STATION DESCRIPTION
 DG3851
 DG3851'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3851'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE EAST RIGHT OF WAY OF
 DG3851'CHAMBERS COUNTY ROAD NO. 53, ABOUT 9.80 MI (15.77 KM) NORTHWEST OF
 DG3851'LAFAYETTE AND ABOUT 9.90 MI (15.93 KM) WEST-SOUTHWST OF FIVE POINTS.
 DG3851'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 DG3851'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 DG3851'DRIVE NORTH ON U.S. 431 FOR 2.05 MI (3.30 KM) TO MILE POST 165.95 AND
 DG3851'ALA 77 ON THE LEFT, BEAR LEFT ON ALA 77 AND DRIVE NORTHWEST FOR 7.95
 DG3851'MI (12.79 KM) TO MILE POST 7.95 AND A PAVED CROSS ROAD AT PENTON WITH
 DG3851'CHAMBERS COUNTY ROAD NO. 114 LEFT AND RIGHT, TURN LEFT ON CHAMBERS
 DG3851'COUNTY ROAD NO. 114 AND DRIVE WEST FOR 3.20 MI (5.15 KM) TO A
 DG3851'T-INTERSECTION WITH CHAMBERS COUNTY ROAD NO. 53 LEFT AND RIGHT, TURN
 DG3851'RIGHT ON CHAMBERS COUNTY ROAD NO. 53 AND DRIVE NORTHWEST FOR 0.60 MI
 DG3851'(0.97 KM) TO THE STATION ON THE RIGHT.
 DG3851'THE STATION IS 3.0 FT (0.9 M) WEST-SOUTHWEST OF A FIVE STRAND BARBED
 DG3851'WIRE FENCE ON WHITE TOP, GREEN STEEL POSTS, 36.0 FT (11.0 M)
 DG3851'EAST-NORTHEAST OF THE CENTERLINE OF CHAMBERS COUNTY ROAD NO. 53, 42.7
 DG3851'FT (13.0 M) NORTH-NORTHWEST OF THE NORTH POST OF A METAL GATE, 81.0
 DG3851'FT (24.7 M) EAST-SOUTHEAST OF A JUNCTION CHAMBERS COUNTY 54 SIGN
 DG3851'ACROSS THE ROAD, 100.0 FT (30.5 M) NORTHEAST OF THE NORTH POST OF A
 DG3851'METAL GATE ACROSS THE ROAD, 3.0 FT (0.9 M) WEST OF A CARSONITE
 DG3851'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3851'STATION 9-27 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2528 ***********************************************************************
 CM2528  DESIGNATION -  9 29
 CM2528  PID         -  CM2528
 CM2528  STATE/COUNTY-  AL/CHAMBERS
 CM2528  USGS QUAD   -  LAFAYETTE (1983)
 CM2528
 CM2528                         *CURRENT SURVEY CONTROL
 CM2528  ___________________________________________________________________
 CM2528* NAD 83(1992)-  32 58 33.63642(N)    085 26 40.49819(W)     ADJUSTED  
 CM2528* NAVD 88     -       235.0    (meters)     771.     (feet)  GPS OBS   
 CM2528  ___________________________________________________________________
 CM2528  X           -     425,398.767 (meters)                     COMP
 CM2528  Y           -  -5,339,176.044 (meters)                     COMP
 CM2528  Z           -   3,451,839.024 (meters)                     COMP
 CM2528  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 CM2528  ELLIP HEIGHT-         205.84  (meters)          (07/29/02) GPS OBS
 CM2528  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CM2528
 CM2528  HORZ ORDER  -  FIRST
 CM2528  ELLP ORDER  -  FOURTH    CLASS I
 CM2528
 CM2528.The horizontal coordinates were established by GPS observations
 CM2528.and adjusted by the National Geodetic Survey in September 1993..
 CM2528
 CM2528.The orthometric height was determined by GPS observations and a
 CM2528.high-resolution geoid model.
 CM2528
 CM2528.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2528
 CM2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2528
 CM2528.The ellipsoidal height was determined by GPS observations
 CM2528.and is referenced to NAD 83.
 CM2528
 CM2528.The geoid height was determined by GEOID03.
 CM2528
 CM2528;                    North         East     Units Scale Factor Converg.
 CM2528;SPC AL E     -   274,601.848   236,338.474   MT  0.99997628   +0 12 41.7
 CM2528;UTM  16      - 3,649,701.404   645,347.234   MT  0.99986048   +0 50 48.3
 CM2528
 CM2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2528!SPC AL E     -   0.99996768  x   0.99997628  =   0.99994396
 CM2528!UTM  16      -   0.99996768  x   0.99986048  =   0.99982817
 CM2528
 CM2528                          SUPERSEDED SURVEY CONTROL
 CM2528
 CM2528  ELLIP H (09/27/93)  205.90   (m)                       GP(       ) 4 1
 CM2528
 CM2528.Superseded values are not recommended for survey control.
 CM2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2528.See file dsdata.txt to determine how the superseded data were derived.
 CM2528
 CM2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4534749701(NAD 83)
 CM2528_MARKER: DD = SURVEY DISK
 CM2528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2528_SP_SET: CONCRETE POST
 CM2528_STAMPING: 9-29 1992
 CM2528_MARK LOGO: ALHD  
 CM2528_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2528+STABILITY: SURFACE MOTION
 CM2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2528+SATELLITE: SATELLITE OBSERVATIONS - July 11, 2003
 CM2528
 CM2528  HISTORY     - Date     Condition        Report By
 CM2528  HISTORY     - 1992     MONUMENTED       ALHD
 CM2528  HISTORY     - 20030711 GOOD             JCLS
 CM2528
 CM2528                          STATION DESCRIPTION
 CM2528
 CM2528'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2528'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE NORTHEAST RIGHT OF
 CM2528'WAY OF ALA 77, ABOUT 5.80 MI (9.33 KM) NORTHWEST OF LAFAYETTE AND
 CM2528'ABOUT 6.10 MI (9.82 KM) SOUTHWEST OF FIVE POINTS.
 CM2528'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2528'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2528'DRIVE NORTH ON U.S. 431 FOR 2.05 MI (3.30 KM) TO MILE POST 165.95 AND
 CM2528'ALA 77 ON THE LEFT, BEAR LEFT ON ALA 77 AND DRIVE NORTHWEST FOR 5.45
 CM2528'MI (8.77 KM) TO MILE POST 5.45 AND THE STATION ON THE RIGHT.
 CM2528'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A FOUR STRAND BARBED WIRE
 CM2528'FENCE ON RED TOP, WHITE STEEL POSTS, 10.4 FT (3.2 M) NORTHWEST OF A
 CM2528'CROSS TIE FENCE JUNCTION POST, 39.7 FT (12.1 M) NORTHEAST OF THE
 CM2528'CENTERLINE OF ALA 77, 68.0 FT (20.7 M) SOUTH-SOUTHEAST OF A POWER
 CM2528'POLE IN THE PASTURE, 75.0 FT (22.9 M) SOUTHEAST OF THE SOUTHEAST END
 CM2528'OF THE NORTHEAST HEADWALL OF A THIRTY-INCH CONCRETE PIPE UNDER ALA
 CM2528'77, 2.9 FT (0.9 M) SOUTHWEST OF A CARSONITE WITNESS POST, AND SET
 CM2528'FLUSH WITH THE GROUND.
 CM2528'STATION 9-30 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2528
 CM2528                          STATION RECOVERY (2003)
 CM2528
 CM2528'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CM2528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2409 ***********************************************************************
 CM2409  DESIGNATION -  9 3
 CM2409  PID         -  CM2409
 CM2409  STATE/COUNTY-  AL/CHAMBERS
 CM2409  USGS QUAD   -  LANETT NORTH (1984)
 CM2409
 CM2409                         *CURRENT SURVEY CONTROL
 CM2409  ___________________________________________________________________
 CM2409* NAD 83(1992)-  32 59 10.03406(N)    085 13 17.34417(W)     ADJUSTED  
 CM2409* NAVD 88     -       212.7    (meters)     698.     (feet)  VERTCON   
 CM2409  ___________________________________________________________________
 CM2409  X           -     446,132.767 (meters)                     COMP
 CM2409  Y           -  -5,336,852.212 (meters)                     COMP
 CM2409  Z           -   3,452,767.498 (meters)                     COMP
 CM2409  LAPLACE CORR-           0.09  (seconds)                    DEFLEC99
 CM2409  ELLIP HEIGHT-         183.52  (meters)          (07/29/02) GPS OBS
 CM2409  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM2409
 CM2409  HORZ ORDER  -  FIRST
 CM2409  ELLP ORDER  -  FOURTH    CLASS I
 CM2409
 CM2409.The horizontal coordinates were established by GPS observations
 CM2409.and adjusted by the National Geodetic Survey in September 1997..
 CM2409
 CM2409.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2409.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2409
 CM2409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2409
 CM2409.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2409
 CM2409.The ellipsoidal height was determined by GPS observations
 CM2409.and is referenced to NAD 83.
 CM2409
 CM2409.The geoid height was determined by GEOID03.
 CM2409
 CM2409;                    North         East     Units Scale Factor Converg.
 CM2409;SPC AL E     -   275,822.237   257,186.351   MT  1.00000031   +0 19 59.2
 CM2409;SPC GA W     -   331,556.339   601,416.025   MT  1.00001979   -0 34 27.6
 CM2409;SPC GA W     - 1,087,781.09  1,973,145.74   sFT  1.00001979   -0 34 27.6
 CM2409;UTM  16      - 3,651,152.737   666,178.470   MT  0.99994050   +0 58 06.6
 CM2409
 CM2409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2409!SPC AL E     -   0.99997119  x   1.00000031  =   0.99997150
 CM2409!SPC GA W     -   0.99997119  x   1.00001979  =   0.99999098
 CM2409!UTM  16      -   0.99997119  x   0.99994050  =   0.99991169
 CM2409
 CM2409:                Primary Azimuth Mark                     Grid Az
 CM2409:SPC AL E     -  9 2                                      261 49 25.8
 CM2409:SPC GA W     -  9 2                                      262 43 52.6
 CM2409:UTM  16      -  9 2                                      261 11 18.4
 CM2409
 CM2409|---------------------------------------------------------------------|
 CM2409| PID    Reference Object                     Distance      Geod. Az  |
 CM2409|                                                           dddmmss.s |
 CM2409| CM2408 9 2                                 APPROX. 0.5 KM 2620925.0 |
 CM2409|---------------------------------------------------------------------|
 CM2409
 CM2409                          SUPERSEDED SURVEY CONTROL
 CM2409
 CM2409  NAD 83(1992)-  32 59 10.03373(N)    085 13 17.34543(W) AD(       ) 1
 CM2409  ELLIP H (12/04/92)  183.59   (m)                       GP(       ) 4 1
 CM2409  NAD 83(1986)-  32 59 10.03905(N)    085 13 17.34174(W) AD(       ) 1
 CM2409  NGVD 29 (12/04/92)  212.7    (m)          698.     (f) GPS OBS        
 CM2409
 CM2409.Superseded values are not recommended for survey control.
 CM2409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2409.See file dsdata.txt to determine how the superseded data were derived.
 CM2409
 CM2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6617851153(NAD 83)
 CM2409_MARKER: DD = SURVEY DISK
 CM2409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2409_SP_SET: CONCRETE POST
 CM2409_STAMPING: 9-3 1991
 CM2409_MARK LOGO: ALHD  
 CM2409_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2409+STABILITY: SURFACE MOTION
 CM2409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2409+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2409
 CM2409  HISTORY     - Date     Condition        Report By
 CM2409  HISTORY     - 1991     MONUMENTED       ALHD
 CM2409
 CM2409                          STATION DESCRIPTION
 CM2409
 CM2409'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2409'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2409'CHAMBERS COUNTY ROAD NO. 222, ABOUT 8.30 MI (13.36 KM)
 CM2409'NORTH-NORTHWEST OF LANETT AND ABOUT 12.00 MI (19.31 KM) EAST-NORTHEAST
 CM2409'OF LAFAYETTE.
 CM2409'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 CM2409'SQUARE (MILE POST 164.85 ON U.S. 431) IN LAFAYETTE, DRIVE NORTH ON
 CM2409'U.S. 431 FOR 10.30 MI (16.58 KM) TO MILE POST 175.15 AND CHAMBERS
 CM2409'COUNTY ROAD NO. 222 LEFT AND RIGHT IN FIVE POINTS, TURN RIGHT ON
 CM2409'CHAMBERS COUNTY ROAD NO. 222 AND DRIVE EASTERLY FOR 5.45 MI
 CM2409'(8.77 KM) TO A T-ROAD LEFT WITH CHAMBERS COUNTY ROAD NO. 289 AHEAD
 CM2409'AND CHAMBERS COUNTY ROAD NO. 222 LEFT, TURN LEFT ON CHAMBERS COUNTY
 CM2409'ROAD NO. 222 AND DRIVE EASTERLY FOR 3.30 MI (5.31 KM) TO THE STATION
 CM2409'ON THE RIGHT.
 CM2409'THE STATION IS 5.0 FT (1.5 M) NORTH-NORTHWEST OF A SIX-STRAND BARBED
 CM2409'WIRE FENCE ON WHITE TOP GREEN STEEL POSTS, 57.0 FT (17.4 M)
 CM2409'SOUTH-SOUTHEAST OF THE CENTERLINE OF CHAMBERS COUNTY ROAD NO. 222,
 CM2409'74.0 FT (22.6 M) EAST-NORTHEAST OF AN ANGLE POWER POLE, 4.7 FT
 CM2409'(1.4 M) NORTH-NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CM2409'WITH THE GROUND.
 CM2409'STATION 9-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2529 ***********************************************************************
 CM2529  DESIGNATION -  9 30
 CM2529  PID         -  CM2529
 CM2529  STATE/COUNTY-  AL/CHAMBERS
 CM2529  USGS QUAD   -  LAFAYETTE (1983)
 CM2529
 CM2529                         *CURRENT SURVEY CONTROL
 CM2529  ___________________________________________________________________
 CM2529* NAD 83(1992)-  32 58 57.38968(N)    085 26 59.54648(W)     ADJUSTED  
 CM2529* NAVD 88     -       247.6    (meters)     812.     (feet)  GPS OBS   
 CM2529  ___________________________________________________________________
 CM2529  X           -     424,874.936 (meters)                     COMP
 CM2529  Y           -  -5,338,828.745 (meters)                     COMP
 CM2529  Z           -   3,452,459.741 (meters)                     COMP
 CM2529  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 CM2529  ELLIP HEIGHT-         218.42  (meters)          (07/29/02) GPS OBS
 CM2529  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CM2529
 CM2529  HORZ ORDER  -  FIRST
 CM2529  ELLP ORDER  -  FOURTH    CLASS I
 CM2529
 CM2529.The horizontal coordinates were established by GPS observations
 CM2529.and adjusted by the National Geodetic Survey in September 1993..
 CM2529
 CM2529.The orthometric height was determined by GPS observations and a
 CM2529.high-resolution geoid model.
 CM2529
 CM2529.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2529
 CM2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2529
 CM2529.The ellipsoidal height was determined by GPS observations
 CM2529.and is referenced to NAD 83.
 CM2529
 CM2529.The geoid height was determined by GEOID03.
 CM2529
 CM2529;                    North         East     Units Scale Factor Converg.
 CM2529;SPC AL E     -   275,331.770   235,841.211   MT  0.99997583   +0 12 31.5
 CM2529;UTM  16      - 3,650,425.685   644,841.968   MT  0.99985868   +0 50 38.4
 CM2529
 CM2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2529!SPC AL E     -   0.99996571  x   0.99997583  =   0.99994154
 CM2529!UTM  16      -   0.99996571  x   0.99985868  =   0.99982439
 CM2529
 CM2529                          SUPERSEDED SURVEY CONTROL
 CM2529
 CM2529  ELLIP H (09/27/93)  218.48   (m)                       GP(       ) 4 1
 CM2529
 CM2529.Superseded values are not recommended for survey control.
 CM2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2529.See file dsdata.txt to determine how the superseded data were derived.
 CM2529
 CM2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4484250426(NAD 83)
 CM2529_MARKER: DD = SURVEY DISK
 CM2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2529_SP_SET: CONCRETE POST
 CM2529_STAMPING: 9-30 1992
 CM2529_MARK LOGO: ALHD  
 CM2529_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2529+STABILITY: SURFACE MOTION
 CM2529_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2529+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1998
 CM2529
 CM2529  HISTORY     - Date     Condition        Report By
 CM2529  HISTORY     - 1992     MONUMENTED       ALHD
 CM2529  HISTORY     - 19980713 GOOD             JCLS
 CM2529  HISTORY     - 20030710 MARK NOT FOUND   JCLS
 CM2529
 CM2529                          STATION DESCRIPTION
 CM2529
 CM2529'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2529'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE NORTHEAST RIGHT OF
 CM2529'WAY OF ALA 77, ABOUT 6.35 MI (10.22 KM) NORTHWEST OF LAFAYETTE AND
 CM2529'ABOUT 6.15 MI (9.90 KM) SOUTHWEST OF FIVE POINTS.
 CM2529'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2529'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2529'DRIVE NORTH ON U.S. 431 FOR 2.05 MI (3.30 KM) TO MILE POST 165.95 AND
 CM2529'ALA 77 ON THE LEFT, BEAR LEFT ON ALA 77 AND DRIVE NORTHWEST FOR 6.00
 CM2529'MI (9.66 KM) TO MILE POST 6.00 AND THE STATION ON THE RIGHT.
 CM2529'THE STATION IS 3.1 FT (0.9 M) SOUTHWEST OF A HOG WIRE FENCE WITH ONE
 CM2529'STRAND OF BARBED WIRE ON TREATED WOOD POSTS, 10.6 FT (3.2 M)
 CM2529'NORTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 61, 27.9 FT (8.5 M)
 CM2529'EAST-NORTHEAST OF MILE POST 6, 45.6 FT (13.9 M) NORTHEAST OF THE
 CM2529'CENTERLINE OF ALA 77, 63.8 FT (19.4 M) SOUTHEAST OF THE SOUTHEAST ONE
 CM2529'OF TWO CONNECTED CROSS TIE POSTS IN THE FENCE LINE, 2.9 FT (0.9 M)
 CM2529'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2529'STATION 9-29 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2529
 CM2529                          STATION RECOVERY (1998)
 CM2529
 CM2529'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 CM2529'RECOVERED IN GOOD CONDITION.
 CM2529
 CM2529                          STATION RECOVERY (2003)
 CM2529
 CM2529'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CM2529'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2530 ***********************************************************************
 CM2530  DESIGNATION -  9 31
 CM2530  PID         -  CM2530
 CM2530  STATE/COUNTY-  AL/CHAMBERS
 CM2530  USGS QUAD   -  FREDONIA (1971)
 CM2530
 CM2530                         *CURRENT SURVEY CONTROL
 CM2530  ___________________________________________________________________
 CM2530* NAD 83(1992)-  32 59 21.00668(N)    085 17 49.93984(W)     ADJUSTED  
 CM2530* NAVD 88     -       250.6    (meters)     822.     (feet)  GPS OBS   
 CM2530  ___________________________________________________________________
 CM2530  X           -     439,066.812 (meters)                     COMP
 CM2530  Y           -  -5,337,285.388 (meters)                     COMP
 CM2530  Z           -   3,453,071.667 (meters)                     COMP
 CM2530  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 CM2530  ELLIP HEIGHT-         221.40  (meters)          (07/29/02) GPS OBS
 CM2530  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CM2530
 CM2530  HORZ ORDER  -  FIRST
 CM2530  ELLP ORDER  -  FOURTH    CLASS I
 CM2530
 CM2530.The horizontal coordinates were established by GPS observations
 CM2530.and adjusted by the National Geodetic Survey in September 1993..
 CM2530
 CM2530.The orthometric height was determined by GPS observations and a
 CM2530.high-resolution geoid model.
 CM2530
 CM2530.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2530
 CM2530.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2530
 CM2530.The ellipsoidal height was determined by GPS observations
 CM2530.and is referenced to NAD 83.
 CM2530
 CM2530.The geoid height was determined by GEOID03.
 CM2530
 CM2530;                    North         East     Units Scale Factor Converg.
 CM2530;SPC AL E     -   276,121.658   250,107.285   MT  0.99999095   +0 17 30.9
 CM2530;UTM  16      - 3,651,373.620   659,097.010   MT  0.99991210   +0 55 38.4
 CM2530
 CM2530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2530!SPC AL E     -   0.99996524  x   0.99999095  =   0.99995619
 CM2530!UTM  16      -   0.99996524  x   0.99991210  =   0.99987734
 CM2530
 CM2530|---------------------------------------------------------------------|
 CM2530| PID    Reference Object                     Distance      Geod. Az  |
 CM2530|                                                           dddmmss.s |
 CM2530| CM2531 9 32                                385.083 METERS 08326     |
 CM2530|---------------------------------------------------------------------|
 CM2530
 CM2530                          SUPERSEDED SURVEY CONTROL
 CM2530
 CM2530  ELLIP H (09/27/93)  221.46   (m)                       GP(       ) 4 1
 CM2530
 CM2530.Superseded values are not recommended for survey control.
 CM2530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2530.See file dsdata.txt to determine how the superseded data were derived.
 CM2530
 CM2530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5909751374(NAD 83)
 CM2530_MARKER: DD = SURVEY DISK
 CM2530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2530_SP_SET: CONCRETE POST
 CM2530_STAMPING: 9-31 1992
 CM2530_MARK LOGO: ALHD  
 CM2530_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2530_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2530+STABILITY: SURFACE MOTION
 CM2530_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2530+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2530
 CM2530  HISTORY     - Date     Condition        Report By
 CM2530  HISTORY     - 1992     MONUMENTED       ALHD
 CM2530
 CM2530                          STATION DESCRIPTION
 CM2530
 CM2530'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2530'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2530'CHAMBERS COUNTY ROAD NO. 222, ABOUT 3.70 MI (5.95 KM) SOUTHEAST OF
 CM2530'FIVE POINTS AND ABOUT 8.60 MI (13.84 KM) NORTHEAST OF LAFAYETTE.
 CM2530'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2530'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2530'DRIVE NORTH AND NORTHEAST ON U.S. 431 FOR 11.30 MI (18.19 KM) TO MILE
 CM2530'POST 175.20 AND A PAVED CROSS ROAD WITH CHAMBERS COUNTY ROAD NO. 222
 CM2530'LEFT AND RIGHT IN FIVE POINTS, TURN RIGHT ON CHAMBERS COUNTY ROAD NO.
 CM2530'222 AND DRIVE SOUTHEAST AND EAST FOR 4.00 MI (6.44 KM) TO THE STATION
 CM2530'ON THE RIGHT.
 CM2530'THE STATION IS 3.2 FT (1.0 M) NORTH OF A THREE STRAND BARBED WIRE
 CM2530'FENCE ON WHITE TOP, GREEN STEEL POSTS, 11.0 FT (3.4 M) SOUTH OF MILE
 CM2530'POST 4, 31.7 FT (9.7 M) SOUTH OF THE CENTERLINE OF CHAMBERS COUNTY
 CM2530'ROAD NO. 222, 62.0 FT (18.9 M) EAST OF A TELEPHONE SERVICE POLE, 63.3
 CM2530'FT (19.3 M) EAST OF TELEPHONE CABLE PEDESTAL NO. 5 11, 74.5 FT
 CM2530'(22.7 M) EAST OF A SIX-INCH WOOD POST IN THE FENCE LINE, 95.7 FT
 CM2530'(29.2 M) WEST OF THE WEST ONE OF TWO CONNECTED WOOD POSTS IN THE
 CM2530'FENCE LINE, 3.0 FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET
 CM2530'FLUSH WITH THE GROUND.
 CM2530'STATION 9-32 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2531 ***********************************************************************
 CM2531  DESIGNATION -  9 32
 CM2531  PID         -  CM2531
 CM2531  STATE/COUNTY-  AL/CHAMBERS
 CM2531  USGS QUAD   -  FREDONIA (1971)
 CM2531
 CM2531                         *CURRENT SURVEY CONTROL
 CM2531  ___________________________________________________________________
 CM2531* NAD 83(1992)-  32 59 22.43481(N)    085 17 35.20459(W)     ADJUSTED  
 CM2531* NAVD 88     -       242.7    (meters)     796.     (feet)  GPS OBS   
 CM2531  ___________________________________________________________________
 CM2531  X           -     439,445.589 (meters)                     COMP
 CM2531  Y           -  -5,337,223.529 (meters)                     COMP
 CM2531  Z           -   3,453,104.270 (meters)                     COMP
 CM2531  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 CM2531  ELLIP HEIGHT-         213.50  (meters)          (07/29/02) GPS OBS
 CM2531  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CM2531
 CM2531  HORZ ORDER  -  FIRST
 CM2531  ELLP ORDER  -  FOURTH    CLASS I
 CM2531
 CM2531.The horizontal coordinates were established by GPS observations
 CM2531.and adjusted by the National Geodetic Survey in September 1993..
 CM2531
 CM2531.The orthometric height was determined by GPS observations and a
 CM2531.high-resolution geoid model.
 CM2531
 CM2531.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2531
 CM2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2531
 CM2531.The ellipsoidal height was determined by GPS observations
 CM2531.and is referenced to NAD 83.
 CM2531
 CM2531.The geoid height was determined by GEOID03.
 CM2531
 CM2531;                    North         East     Units Scale Factor Converg.
 CM2531;SPC AL E     -   276,167.609   250,489.613   MT  0.99999142   +0 17 38.9
 CM2531;UTM  16      - 3,651,423.805   659,478.775   MT  0.99991360   +0 55 46.5
 CM2531
 CM2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2531!SPC AL E     -   0.99996648  x   0.99999142  =   0.99995790
 CM2531!UTM  16      -   0.99996648  x   0.99991360  =   0.99988008
 CM2531
 CM2531|---------------------------------------------------------------------|
 CM2531| PID    Reference Object                     Distance      Geod. Az  |
 CM2531|                                                           dddmmss.s |
 CM2531| CM2530 9 31                                385.083 METERS 26326     |
 CM2531|---------------------------------------------------------------------|
 CM2531
 CM2531                          SUPERSEDED SURVEY CONTROL
 CM2531
 CM2531  ELLIP H (09/27/93)  213.56   (m)                       GP(       ) 4 1
 CM2531
 CM2531.Superseded values are not recommended for survey control.
 CM2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2531.See file dsdata.txt to determine how the superseded data were derived.
 CM2531
 CM2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5947951424(NAD 83)
 CM2531_MARKER: DD = SURVEY DISK
 CM2531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2531_SP_SET: CONCRETE POST
 CM2531_STAMPING: 9-32 1992
 CM2531_MARK LOGO: ALHD  
 CM2531_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2531+STABILITY: SURFACE MOTION
 CM2531_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2531+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2531
 CM2531  HISTORY     - Date     Condition        Report By
 CM2531  HISTORY     - 1992     MONUMENTED       ALHD
 CM2531
 CM2531                          STATION DESCRIPTION
 CM2531
 CM2531'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2531'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE NORTH RIGHT OF WAY OF
 CM2531'CHAMBERS COUNTY ROAD NO. 222, ABOUT 3.85 MI (6.20 KM) SOUTHEAST OF
 CM2531'FIVE POINTS AND ABOUT 8.80 MI (14.16 KM) NORTHEAST OF LAFAYETTE.
 CM2531'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2531'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2531'DRIVE NORTH AND NORTHEAST ON U.S. 431 FOR 11.30 MI (18.19 KM) TO MILE
 CM2531'POST 175.20 AND A PAVED CROSS ROAD WITH CHAMBERS COUNTY ROAD NO. 222
 CM2531'LEFT AND RIGHT IN FIVE POINTS, TURN RIGHT ON CHAMBERS COUNTY ROAD NO.
 CM2531'222 AND DRIVE SOUTHEAST AND EAST FOR 4.25 MI (6.84 KM) TO THE STATION
 CM2531'ON THE LEFT.
 CM2531'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A FOUR STRAND BARBED WIRE FENCE
 CM2531'ON OLD WOOD POSTS, 31.9 FT (9.7 M) NORTH OF THE CENTERLINE OF
 CM2531'CHAMBERS COUNTY ROAD NO. 222, 168.4 FT (51.3 M) EAST-NORTHEAST OF
 CM2531'TELEPHONE CABLE PEDESTAL NO. 59 1/2 ACROSS THE ROAD, 168.5 FT
 CM2531'(51.4 M) EAST-NORTHEAST OF A TELEPHONE SERVICE POLE ACROSS THE ROAD,
 CM2531'3.4 FT (1.0 M) SOUTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 CM2531'THE GROUND.
 CM2531'STATION 9-31 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3852 ***********************************************************************
 DG3852  DESIGNATION -  9 33
 DG3852  PID         -  DG3852
 DG3852  STATE/COUNTY-  AL/CHAMBERS
 DG3852  USGS QUAD   -  WADLEY SOUTH (1969)
 DG3852
 DG3852                         *CURRENT SURVEY CONTROL
 DG3852  ___________________________________________________________________
 DG3852* NAD 83(1992)-  33 05 45.69112(N)    085 31 23.78843(W)     ADJUSTED  
 DG3852* NAVD 88     -       196.9    (meters)     646.     (feet)  GPS OBS   
 DG3852  ___________________________________________________________________
 DG3852  X           -     417,496.483 (meters)                     COMP
 DG3852  Y           -  -5,332,488.958 (meters)                     COMP
 DG3852  Z           -   3,462,976.930 (meters)                     COMP
 DG3852  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DG3852  ELLIP HEIGHT-         167.66  (meters)          (07/29/02) GPS OBS
 DG3852  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG3852
 DG3852  HORZ ORDER  -  FIRST
 DG3852  ELLP ORDER  -  FOURTH    CLASS I
 DG3852
 DG3852.The horizontal coordinates were established by GPS observations
 DG3852.and adjusted by the National Geodetic Survey in September 1993..
 DG3852
 DG3852.The orthometric height was determined by GPS observations and a
 DG3852.high-resolution geoid model.
 DG3852
 DG3852.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3852
 DG3852.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3852
 DG3852.The ellipsoidal height was determined by GPS observations
 DG3852.and is referenced to NAD 83.
 DG3852
 DG3852.The geoid height was determined by GEOID03.
 DG3852
 DG3852;                    North         East     Units Scale Factor Converg.
 DG3852;SPC AL E     -   287,887.276   228,943.460   MT  0.99997032   +0 10 09.5
 DG3852;UTM  16      - 3,662,902.244   637,806.119   MT  0.99983415   +0 48 23.3
 DG3852
 DG3852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3852!SPC AL E     -   0.99997368  x   0.99997032  =   0.99994400
 DG3852!UTM  16      -   0.99997368  x   0.99983415  =   0.99980783
 DG3852
 DG3852                          SUPERSEDED SURVEY CONTROL
 DG3852
 DG3852  ELLIP H (09/27/93)  167.73   (m)                       GP(       ) 4 1
 DG3852
 DG3852.Superseded values are not recommended for survey control.
 DG3852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3852.See file dsdata.txt to determine how the superseded data were derived.
 DG3852
 DG3852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3780662902(NAD 83)
 DG3852_MARKER: DD = SURVEY DISK
 DG3852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3852_SP_SET: CONCRETE POST
 DG3852_STAMPING: 9-33 1992
 DG3852_MARK LOGO: ALHD  
 DG3852_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3852+STABILITY: SURFACE MOTION
 DG3852_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3852+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3852
 DG3852  HISTORY     - Date     Condition        Report By
 DG3852  HISTORY     - 1992     MONUMENTED       ALHD
 DG3852
 DG3852                          STATION DESCRIPTION
 DG3852
 DG3852'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3852'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE NORTHEAST RIGHT OF
 DG3852'WAY OF ALA 77, ABOUT 11.20 MI (18.02 KM) NORTHWEST OF FIVE POINTS AND
 DG3852'ABOUT 15.15 MI (24.38 KM) NORTHWEST OF LAFAYETTE.
 DG3852'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 DG3852'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 DG3852'DRIVE NORTH ON U.S. 431 FOR 2.05 MI (3.30 KM) TO MILE POST 165.95 AND
 DG3852'ALA 77 ON THE LEFT, TURN LEFT ON ALA 77 AND DRIVE NORTHWEST FOR 15.90
 DG3852'MI (25.59 KM) TO MILE POST 15.90 AND THE STATION ON THE RIGHT.
 DG3852'THE STATION IS 5.7 FT (1.7 M) SOUTHWEST OF A BOARD FENCE (UNDER
 DG3852'CONSTRUCTION), 30.3 FT (9.2 M) NORTHEAST OF THE CENTERLINE OF ALA 77,
 DG3852'78.6 FT (24.0 M) SOUTHEAST OF A SOUTH CHAMBERS COUNTY 53 DIRECTIONAL
 DG3852'SIGN, 88.9 FT (27.1 M) SOUTH-SOUTHWEST OF A JUNCTION POWER POLE IN
 DG3852'THE PASTURE, 120.3 FT (36.7 M) NORTHWEST OF THE SOUTHWEST CORNER OF
 DG3852'THE BOARD FENCE, 5.0 FT (1.5 M) SOUTHWEST OF A CARSONITE WITNESS
 DG3852'POST, AND SET FLUSH WITH THE GROUND.
 DG3852'STATION 9-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3853 ***********************************************************************
 DG3853  DESIGNATION -  9 34
 DG3853  PID         -  DG3853
 DG3853  STATE/COUNTY-  AL/CHAMBERS
 DG3853  USGS QUAD   -  WADLEY SOUTH (1969)
 DG3853
 DG3853                         *CURRENT SURVEY CONTROL
 DG3853  ___________________________________________________________________
 DG3853* NAD 83(1992)-  33 06 03.11480(N)    085 31 53.59123(W)     ADJUSTED  
 DG3853* NAVD 88     -       199.7    (meters)     655.     (feet)  GPS OBS   
 DG3853  ___________________________________________________________________
 DG3853  X           -     416,703.340 (meters)                     COMP
 DG3853  Y           -  -5,332,259.291 (meters)                     COMP
 DG3853  Z           -   3,463,428.125 (meters)                     COMP
 DG3853  LAPLACE CORR-          -0.60  (seconds)                    DEFLEC99
 DG3853  ELLIP HEIGHT-         170.42  (meters)          (07/29/02) GPS OBS
 DG3853  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DG3853
 DG3853  HORZ ORDER  -  FIRST
 DG3853  ELLP ORDER  -  FOURTH    CLASS I
 DG3853
 DG3853.The horizontal coordinates were established by GPS observations
 DG3853.and adjusted by the National Geodetic Survey in September 1993..
 DG3853
 DG3853.The orthometric height was determined by GPS observations and a
 DG3853.high-resolution geoid model.
 DG3853
 DG3853.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3853
 DG3853.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3853
 DG3853.The ellipsoidal height was determined by GPS observations
 DG3853.and is referenced to NAD 83.
 DG3853
 DG3853.The geoid height was determined by GEOID03.
 DG3853
 DG3853;                    North         East     Units Scale Factor Converg.
 DG3853;SPC AL E     -   288,421.781   228,169.124   MT  0.99996978   +0 09 53.3
 DG3853;UTM  16      - 3,663,428.032   637,025.994   MT  0.99983150   +0 48 07.4
 DG3853
 DG3853!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3853!SPC AL E     -   0.99997324  x   0.99996978  =   0.99994303
 DG3853!UTM  16      -   0.99997324  x   0.99983150  =   0.99980475
 DG3853
 DG3853                          SUPERSEDED SURVEY CONTROL
 DG3853
 DG3853  ELLIP H (09/27/93)  170.49   (m)                       GP(       ) 4 1
 DG3853
 DG3853.Superseded values are not recommended for survey control.
 DG3853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3853.See file dsdata.txt to determine how the superseded data were derived.
 DG3853
 DG3853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3702663428(NAD 83)
 DG3853_MARKER: DD = SURVEY DISK
 DG3853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3853_SP_SET: CONCRETE POST
 DG3853_STAMPING: 9-34 1992
 DG3853_MARK LOGO: ALHD  
 DG3853_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3853+STABILITY: SURFACE MOTION
 DG3853_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3853+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3853
 DG3853  HISTORY     - Date     Condition        Report By
 DG3853  HISTORY     - 1992     MONUMENTED       ALHD
 DG3853
 DG3853                          STATION DESCRIPTION
 DG3853
 DG3853'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3853'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3853'A CITY STREET IN ABANDA, ABOUT 11.85 MI (19.07 KM) NORTHWEST OF FIVE
 DG3853'POINTS AND ABOUT 15.15 MI (24.38 KM) NORTHWEST OF LAFAYETTE.
 DG3853'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 DG3853'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 DG3853'DRIVE NORTH ON U.S. 431 FOR 2.05 MI (3.30 KM) TO MILE POST 165.95 AND
 DG3853'ALA 77 ON THE LEFT, TURN LEFT ON ALA 77 AND DRIVE NORTHWEST FOR 16.30
 DG3853'MI (26.23 KM) TO MILE POST 16.30 AND A RAILROAD GRADE CROSSING IN
 DG3853'ABANDA, CONTINUE NORTHWEST ON ALA 77 FOR 0.15 MI (0.24 KM) TO MILE
 DG3853'POST 16.45 AND A PAVED STREET LEFT AND RIGHT, TURN LEFT ON THE CITY
 DG3853'STREET AND DRIVE WEST FOR 0.15 MI (0.24 KM) TO THE STATION ON THE
 DG3853'LEFT.
 DG3853'THE STATION IS 26.0 FT (7.9 M) SOUTH OF THE CENTER OF THE PAVED
 DG3853'STREET, 122.6 FT (37.4 M) EAST-SOUTHEAST OF A TWENTYFOUR-INCH WATER
 DG3853'OAK TREE ACROSS THE STREET, 155.8 FT (47.5 M) NORTHEAST OF THE
 DG3853'SOUTHEAST CORNER OF A LARGE WHITE FRAME BARN, 169.7 FT (51.7 M) EAST
 DG3853'OF A POWER POLE, 177.0 FT (53.9 M) EAST-NORTHEAST OF THE NORTHEAST
 DG3853'CORNER OF A LARGE WHITE FRAME BARN, 2.0 FT (0.6 M) NORTH OF A
 DG3853'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3853'STATION 9-33 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3854 ***********************************************************************
 DG3854  DESIGNATION -  9 35
 DG3854  PID         -  DG3854
 DG3854  STATE/COUNTY-  AL/CHAMBERS
 DG3854  USGS QUAD   -  MILLTOWN (1969)
 DG3854
 DG3854                         *CURRENT SURVEY CONTROL
 DG3854  ___________________________________________________________________
 DG3854* NAD 83(1992)-  33 04 03.78695(N)    085 29 21.34476(W)     ADJUSTED  
 DG3854* NAVD 88     -       232.2    (meters)     762.     (feet)  GPS OBS   
 DG3854  ___________________________________________________________________
 DG3854  X           -     420,799.000 (meters)                     COMP
 DG3854  Y           -  -5,333,978.026 (meters)                     COMP
 DG3854  Z           -   3,460,365.677 (meters)                     COMP
 DG3854  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DG3854  ELLIP HEIGHT-         202.99  (meters)          (07/29/02) GPS OBS
 DG3854  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG3854
 DG3854  HORZ ORDER  -  FIRST
 DG3854  ELLP ORDER  -  FOURTH    CLASS I
 DG3854
 DG3854.The horizontal coordinates were established by GPS observations
 DG3854.and adjusted by the National Geodetic Survey in September 1993..
 DG3854
 DG3854.The orthometric height was determined by GPS observations and a
 DG3854.high-resolution geoid model.
 DG3854
 DG3854.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3854
 DG3854.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3854
 DG3854.The ellipsoidal height was determined by GPS observations
 DG3854.and is referenced to NAD 83.
 DG3854
 DG3854.The geoid height was determined by GEOID03.
 DG3854
 DG3854;                    North         East     Units Scale Factor Converg.
 DG3854;SPC AL E     -   284,757.894   232,128.739   MT  0.99997272   +0 11 15.9
 DG3854;UTM  16      - 3,659,808.872   641,025.565   MT  0.99984522   +0 49 28.0
 DG3854
 DG3854!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3854!SPC AL E     -   0.99996813  x   0.99997272  =   0.99994085
 DG3854!UTM  16      -   0.99996813  x   0.99984522  =   0.99981336
 DG3854
 DG3854:                Primary Azimuth Mark                     Grid Az
 DG3854:SPC AL E     -  9 36                                     012 11 49.2
 DG3854:UTM  16      -  9 36                                     011 33 37.1
 DG3854
 DG3854|---------------------------------------------------------------------|
 DG3854| PID    Reference Object                     Distance      Geod. Az  |
 DG3854|                                                           dddmmss.s |
 DG3854| DG3855 9 36                                418.394 METERS 0122305.1 |
 DG3854|---------------------------------------------------------------------|
 DG3854
 DG3854                          SUPERSEDED SURVEY CONTROL
 DG3854
 DG3854  ELLIP H (09/27/93)  203.05   (m)                       GP(       ) 4 1
 DG3854
 DG3854.Superseded values are not recommended for survey control.
 DG3854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3854.See file dsdata.txt to determine how the superseded data were derived.
 DG3854
 DG3854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4102659809(NAD 83)
 DG3854_MARKER: DD = SURVEY DISK
 DG3854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3854_SP_SET: CONCRETE POST
 DG3854_STAMPING: 9-35 1992
 DG3854_MARK LOGO: ALHD  
 DG3854_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3854+STABILITY: SURFACE MOTION
 DG3854_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3854+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3854
 DG3854  HISTORY     - Date     Condition        Report By
 DG3854  HISTORY     - 1992     MONUMENTED       ALHD
 DG3854
 DG3854                          STATION DESCRIPTION
 DG3854
 DG3854'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3854'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE EAST RIGHT OF WAY OF
 DG3854'CHAMBERS COUNTY ROAD N0. 145, ABOUT 4.65 MI (7.48 KM) NORTH-NORTHWEST
 DG3854'OF FIVE POINTS AND ABOUT 12.60 MI (20.28 KM) NORTH-NORTHWEST OF
 DG3854'LAFAYETTE.
 DG3854'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 DG3854'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 DG3854'DRIVE NORTH ON U.S. 431 FOR 2.05 MI (3.30 KM) TO MILE POST 165.95 AND
 DG3854'ALA 77 ON THE LEFT, TURN LEFT ON ALA 77 AND DRIVE NORTHWEST FOR 12.60
 DG3854'MI (20.28 KM) TO MILE POST 12.60 AND CHAMBERS COUNTY ROAD NO. 145 ON
 DG3854'THE RIGHT, TURN RIGHT ON CHAMBERS COUNTY ROAD NO. 145 AND DRIVE NORTH
 DG3854'FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT.
 DG3854'THE STATION IS 3.0 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE
 DG3854'ON WHITE TOP, GREEN STEEL POSTS, 11.7 FT (3.6 M) NORTH OF THE NORTH
 DG3854'ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE LINE, 25.0 FT (7.6 M)
 DG3854'EAST OF THE CENTER OF CHAMBERS COUNTY ROAD NO. 145, 91.8 FT (28.0 M)
 DG3854'NORTHEAST OF THE NORTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE
 DG3854'LINE ACROSS THE ROAD, 2.9 FT (0.9 M) WEST OF A CARSONITE WITNESS
 DG3854'POST, AND SET FLUSH WITH THE GROUND.
 DG3854'STATION 9-36 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3855 ***********************************************************************
 DG3855  DESIGNATION -  9 36
 DG3855  PID         -  DG3855
 DG3855  STATE/COUNTY-  AL/CHAMBERS
 DG3855  USGS QUAD   -  MILLTOWN (1969)
 DG3855
 DG3855                         *CURRENT SURVEY CONTROL
 DG3855  ___________________________________________________________________
 DG3855* NAD 83(1992)-  33 04 17.05196(N)    085 29 17.88520(W)     ADJUSTED  
 DG3855* NAVD 88     -       240.0    (meters)     787.     (feet)  GPS OBS   
 DG3855  ___________________________________________________________________
 DG3855  X           -     420,871.432 (meters)                     COMP
 DG3855  Y           -  -5,333,755.122 (meters)                     COMP
 DG3855  Z           -   3,460,712.364 (meters)                     COMP
 DG3855  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DG3855  ELLIP HEIGHT-         210.72  (meters)          (07/29/02) GPS OBS
 DG3855  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG3855
 DG3855  HORZ ORDER  -  FIRST
 DG3855  ELLP ORDER  -  FOURTH    CLASS I
 DG3855
 DG3855.The horizontal coordinates were established by GPS observations
 DG3855.and adjusted by the National Geodetic Survey in September 1993..
 DG3855
 DG3855.The orthometric height was determined by GPS observations and a
 DG3855.high-resolution geoid model.
 DG3855
 DG3855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3855
 DG3855.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3855
 DG3855.The ellipsoidal height was determined by GPS observations
 DG3855.and is referenced to NAD 83.
 DG3855
 DG3855.The geoid height was determined by GEOID03.
 DG3855
 DG3855;                    North         East     Units Scale Factor Converg.
 DG3855;SPC AL E     -   285,166.832   232,217.132   MT  0.99997279   +0 11 17.8
 DG3855;UTM  16      - 3,660,218.715   641,109.397   MT  0.99984551   +0 49 30.2
 DG3855
 DG3855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3855!SPC AL E     -   0.99996692  x   0.99997279  =   0.99993971
 DG3855!UTM  16      -   0.99996692  x   0.99984551  =   0.99981243
 DG3855
 DG3855:                Primary Azimuth Mark                     Grid Az
 DG3855:SPC AL E     -  9 35                                     192 11 49.2
 DG3855:UTM  16      -  9 35                                     191 33 36.8
 DG3855
 DG3855|---------------------------------------------------------------------|
 DG3855| PID    Reference Object                     Distance      Geod. Az  |
 DG3855|                                                           dddmmss.s |
 DG3855| DG3854 9 35                                418.394 METERS 1922307.0 |
 DG3855|---------------------------------------------------------------------|
 DG3855
 DG3855                          SUPERSEDED SURVEY CONTROL
 DG3855
 DG3855  ELLIP H (09/27/93)  210.78   (m)                       GP(       ) 4 1
 DG3855
 DG3855.Superseded values are not recommended for survey control.
 DG3855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3855.See file dsdata.txt to determine how the superseded data were derived.
 DG3855
 DG3855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4110960219(NAD 83)
 DG3855_MARKER: DD = SURVEY DISK
 DG3855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3855_SP_SET: CONCRETE POST
 DG3855_STAMPING: 9-36 1992
 DG3855_MARK LOGO: ALHD  
 DG3855_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3855+STABILITY: SURFACE MOTION
 DG3855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3855+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3855
 DG3855  HISTORY     - Date     Condition        Report By
 DG3855  HISTORY     - 1992     MONUMENTED       ALHD
 DG3855
 DG3855                          STATION DESCRIPTION
 DG3855
 DG3855'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3855'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE EAST RIGHT OF WAY OF
 DG3855'CHAMBERS COUNTY ROAD N0. 145, ABOUT 4.70 MI (7.56 KM) NORTH-NORTHWEST
 DG3855'OF FIVE POINTS AND ABOUT 12.85 MI (20.68 KM) NORTH-NORTHWEST OF
 DG3855'LAFAYETTE.
 DG3855'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 DG3855'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 DG3855'DRIVE NORTH ON U.S. 431 FOR 2.05 MI (3.30 KM) TO MILE POST 165.95 AND
 DG3855'ALA 77 ON THE LEFT, TURN LEFT ON ALA 77 AND DRIVE NORTHWEST FOR 12.60
 DG3855'MI (20.28 KM) TO MILE POST 12.60 AND CHAMBERS COUNTY ROAD NO. 145 ON
 DG3855'THE RIGHT, TURN RIGHT ON CHAMBERS COUNTY ROAD NO. 145 AND DRIVE NORTH
 DG3855'FOR 0.35 MI (0.56 KM) TO THE STATION ON THE RIGHT.
 DG3855'THE STATION IS 3.0 FT (0.9 M) WEST OF A BARBED WIRE FENCE (UNDER
 DG3855'CONSTRUCTION) ON WHITE TOP, GREEN STEEL POSTS, 30.5 FT (9.3 M) EAST
 DG3855'OF THE CENTER OF CHAMBERS COUNTY ROAD NO. 145, 80.6 FT (24.6 M)
 DG3855'SOUTHEAST OF THE SOUTH ONE OF TWO CONNECTED WOOD POSTS IN THE FENCE
 DG3855'LINE ACROSS THE ROAD, 149.2 FT (45.5 M) NORTH FO A FENCE JUNCTION,
 DG3855'183.1 FT (55.8 M) NORTH OF THE NORTH POST OF A YELLOW PIPE GATE, 3.0
 DG3855'FT (0.9 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3855'GROUND.
 DG3855'STATION 9-35 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3856 ***********************************************************************
 DG3856  DESIGNATION -  9 37
 DG3856  PID         -  DG3856
 DG3856  STATE/COUNTY-  AL/CHAMBERS
 DG3856  USGS QUAD   -  MILLTOWN (1969)
 DG3856
 DG3856                         *CURRENT SURVEY CONTROL
 DG3856  ___________________________________________________________________
 DG3856* NAD 83(1992)-  33 05 04.62284(N)    085 23 45.99637(W)     ADJUSTED  
 DG3856* NAVD 88     -       241.3    (meters)     792.     (feet)  GPS OBS   
 DG3856  ___________________________________________________________________
 DG3856  X           -     429,389.009 (meters)                     COMP
 DG3856  Y           -  -5,332,274.845 (meters)                     COMP
 DG3856  Z           -   3,461,941.146 (meters)                     COMP
 DG3856  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DG3856  ELLIP HEIGHT-         212.07  (meters)          (07/29/02) GPS OBS
 DG3856  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DG3856
 DG3856  HORZ ORDER  -  FIRST
 DG3856  ELLP ORDER  -  FOURTH    CLASS I
 DG3856
 DG3856.The horizontal coordinates were established by GPS observations
 DG3856.and adjusted by the National Geodetic Survey in September 1993..
 DG3856
 DG3856.The orthometric height was determined by GPS observations and a
 DG3856.high-resolution geoid model.
 DG3856
 DG3856.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3856
 DG3856.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3856
 DG3856.The ellipsoidal height was determined by GPS observations
 DG3856.and is referenced to NAD 83.
 DG3856
 DG3856.The geoid height was determined by GEOID03.
 DG3856
 DG3856;                    North         East     Units Scale Factor Converg.
 DG3856;SPC AL E     -   286,664.383   240,819.397   MT  0.99998054   +0 14 19.2
 DG3856;UTM  16      - 3,661,811.608   649,693.491   MT  0.99987629   +0 52 32.5
 DG3856
 DG3856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3856!SPC AL E     -   0.99996671  x   0.99998054  =   0.99994725
 DG3856!UTM  16      -   0.99996671  x   0.99987629  =   0.99984300
 DG3856
 DG3856:                Primary Azimuth Mark                     Grid Az
 DG3856:SPC AL E     -  9 38                                     003 03 42.4
 DG3856:UTM  16      -  9 38                                     002 25 29.1
 DG3856
 DG3856|---------------------------------------------------------------------|
 DG3856| PID    Reference Object                     Distance      Geod. Az  |
 DG3856|                                                           dddmmss.s |
 DG3856| DG3857 9 38                                APPROX. 0.6 KM 0031801.6 |
 DG3856|---------------------------------------------------------------------|
 DG3856
 DG3856                          SUPERSEDED SURVEY CONTROL
 DG3856
 DG3856  ELLIP H (09/27/93)  212.14   (m)                       GP(       ) 4 1
 DG3856
 DG3856.Superseded values are not recommended for survey control.
 DG3856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3856.See file dsdata.txt to determine how the superseded data were derived.
 DG3856
 DG3856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4969361812(NAD 83)
 DG3856_MARKER: DD = SURVEY DISK
 DG3856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3856_SP_SET: CONCRETE POST
 DG3856_STAMPING: 9-37 1992
 DG3856_MARK LOGO: ALHD  
 DG3856_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3856+STABILITY: SURFACE MOTION
 DG3856_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3856+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3856
 DG3856  HISTORY     - Date     Condition        Report By
 DG3856  HISTORY     - 1992     MONUMENTED       ALHD
 DG3856
 DG3856                          STATION DESCRIPTION
 DG3856
 DG3856'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3856'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE EAST RIGHT OF WAY OF
 DG3856'CHAMBERS COUNTY ROAD N0. 258, ABOUT 5.20 MI (8.37 KM) NORTH-NORTHWEST
 DG3856'OF FIVE POINTS AND ABOUT 12.75 MI (20.52 KM) NORTH OF LAFAYETTE.
 DG3856'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 DG3856'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 DG3856'DRIVE NORTH ON U.S. 431 FOR 2.05 MI (3.30 KM) TO MILE POST 165.95 AND
 DG3856'ALA 77 ON THE LEFT, TURN LEFT ON ALA 77 AND DRIVE NORTHWEST FOR 14.80
 DG3856'MI (23.82 KM) TO MILE POST 14.80 AND CHAMBERS COUNTY ROAD NO. 237 ON
 DG3856'THE RIGHT, TURN RIGHT ON CHAMBERS COUNTY ROAD NO. 237 AND DRIVE EAST
 DG3856'FOR 7.35 MI (11.83 KM) TO A T-INTERSECTION WITH CHAMBERS COUNTY ROAD
 DG3856'NO. 258 LEFT AND RIGHT, TURN RIGHT ON CHAMBERS COUNTY ROAD NO. 258
 DG3856'AND DRIVE SOUTH FOR 0.40 MI (0.64 KM) TO THE STATION ON THE LEFT.
 DG3856'THE STATION IS LOCATED IN FRONT OF TWO CONNECTED POSTS IN THE FENCE
 DG3856'LINE, 3.0 FT (0.9 M) WEST OF A FOUR STRAND BARBED WIRE FENCE ON WOOD
 DG3856'POSTS, 24.3 FT (7.4 M) EAST OF THE CENTERLINE OF CHAMBERS COUNTY ROAD
 DG3856'NO. 258, 84.5 FT (25.8 M) SOUTHEAST OF A POWER POLE ACROSS THE ROAD,
 DG3856'2.6 FT (0.8 M) WEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH
 DG3856'THE GROUND.
 DG3856'STATION 9-38 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3857 ***********************************************************************
 DG3857  DESIGNATION -  9 38
 DG3857  PID         -  DG3857
 DG3857  STATE/COUNTY-  AL/CHAMBERS
 DG3857  USGS QUAD   -  MILLTOWN (1969)
 DG3857
 DG3857                         *CURRENT SURVEY CONTROL
 DG3857  ___________________________________________________________________
 DG3857* NAD 83(1992)-  33 05 22.75890(N)    085 23 44.75393(W)     ADJUSTED  
 DG3857* NAVD 88     -       252.8    (meters)     829.     (feet)  GPS OBS   
 DG3857  ___________________________________________________________________
 DG3857  X           -     429,397.414 (meters)                     COMP
 DG3857  Y           -  -5,331,977.798 (meters)                     COMP
 DG3857  Z           -   3,462,415.544 (meters)                     COMP
 DG3857  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DG3857  ELLIP HEIGHT-         223.54  (meters)          (07/29/02) GPS OBS
 DG3857  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DG3857
 DG3857  HORZ ORDER  -  FIRST
 DG3857  ELLP ORDER  -  FOURTH    CLASS I
 DG3857
 DG3857.The horizontal coordinates were established by GPS observations
 DG3857.and adjusted by the National Geodetic Survey in September 1993..
 DG3857
 DG3857.The orthometric height was determined by GPS observations and a
 DG3857.high-resolution geoid model.
 DG3857
 DG3857.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3857
 DG3857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3857
 DG3857.The ellipsoidal height was determined by GPS observations
 DG3857.and is referenced to NAD 83.
 DG3857
 DG3857.The geoid height was determined by GEOID03.
 DG3857
 DG3857;                    North         East     Units Scale Factor Converg.
 DG3857;SPC AL E     -   287,223.223   240,849.289   MT  0.99998057   +0 14 20.0
 DG3857;UTM  16      - 3,662,370.688   649,717.165   MT  0.99987638   +0 52 33.6
 DG3857
 DG3857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3857!SPC AL E     -   0.99996491  x   0.99998057  =   0.99994548
 DG3857!UTM  16      -   0.99996491  x   0.99987638  =   0.99984129
 DG3857
 DG3857:                Primary Azimuth Mark                     Grid Az
 DG3857:SPC AL E     -  9 37                                     183 03 42.3
 DG3857:UTM  16      -  9 37                                     182 25 28.7
 DG3857
 DG3857|---------------------------------------------------------------------|
 DG3857| PID    Reference Object                     Distance      Geod. Az  |
 DG3857|                                                           dddmmss.s |
 DG3857| DG3856 9 37                                APPROX. 0.6 KM 1831802.3 |
 DG3857|---------------------------------------------------------------------|
 DG3857
 DG3857                          SUPERSEDED SURVEY CONTROL
 DG3857
 DG3857  ELLIP H (09/27/93)  223.60   (m)                       GP(       ) 4 1
 DG3857
 DG3857.Superseded values are not recommended for survey control.
 DG3857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3857.See file dsdata.txt to determine how the superseded data were derived.
 DG3857
 DG3857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4971762371(NAD 83)
 DG3857_MARKER: DD = SURVEY DISK
 DG3857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3857_SP_SET: CONCRETE POST
 DG3857_STAMPING: 9-38 1992
 DG3857_MARK LOGO: ALHD  
 DG3857_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3857+STABILITY: SURFACE MOTION
 DG3857_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3857+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3857
 DG3857  HISTORY     - Date     Condition        Report By
 DG3857  HISTORY     - 1992     MONUMENTED       ALHD
 DG3857
 DG3857                          STATION DESCRIPTION
 DG3857
 DG3857'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3857'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE WEST RIGHT OF WAY OF
 DG3857'CHAMBERS COUNTY ROAD N0. 258, ABOUT 5.50 MI (8.85 KM) NORTH-NORTHWEST
 DG3857'OF FIVE POINTS AND ABOUT 13.05 MI (21.00 KM) NORTH OF LAFAYETTE.
 DG3857'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 DG3857'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 DG3857'DRIVE NORTH ON U.S. 431 FOR 2.05 MI (3.30 KM) TO MILE POST 165.95 AND
 DG3857'ALA 77 ON THE LEFT, TURN LEFT ON ALA 77 AND DRIVE NORTHWEST FOR 14.80
 DG3857'MI (23.82 KM) TO MILE POST 14.80 AND CHAMBERS COUNTY ROAD NO. 237 ON
 DG3857'THE RIGHT, TURN RIGHT ON CHAMBERS COUNTY ROAD NO. 237 AND DRIVE EAST
 DG3857'FOR 7.35 MI (11.83 KM) TO A T-INTERSECTION WITH CHAMBERS COUNTY ROAD
 DG3857'NO. 258 LEFT AND RIGHT, TURN RIGHT ON CHAMBERS COUNTY ROAD NO. 258
 DG3857'AND DRIVE SOUTH FOR 0.05 MI (0.08 KM) TO THE STATION ON THE RIGHT AT
 DG3857'AN OLD HOUSE PLACE.
 DG3857'THE STATION IS LOCATED IN FRONT OF AN OLD HOUSE PLACE, 11.0 FT
 DG3857'(3.4 M) EAST OF AN OLD DRIVEWAY, 40.0 FT (12.2 M) WEST OF THE
 DG3857'CENTERLINE OF CAHMBERS COUNTY ROAD NO. 258, 41.2 FT (12.6 M)
 DG3857'EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF A BRICK FIRE PLACE OF AN OLD
 DG3857'HOUSE, 121.5 FT (37.0 M) SOUTH OF TELEPHONE CABLE PEDESTAL NO. 7000
 DG3857'111, 122.9 FT (37.5 M) SOUTH OF JUNCTION POWER POLE NO. 7000 111, 2.0
 DG3857'FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3857'GROUND.
 DG3857'STATION 9-37 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3858 ***********************************************************************
 DG3858  DESIGNATION -  9 39
 DG3858  PID         -  DG3858
 DG3858  STATE/COUNTY-  AL/CHAMBERS
 DG3858  USGS QUAD   -  FIVE POINTS (1983)
 DG3858
 DG3858                         *CURRENT SURVEY CONTROL
 DG3858  ___________________________________________________________________
 DG3858* NAD 83(1992)-  33 03 42.79924(N)    085 19 56.66918(W)     ADJUSTED  
 DG3858* NAVD 88     -       261.9    (meters)     859.     (feet)  GPS OBS   
 DG3858  ___________________________________________________________________
 DG3858  X           -     435,430.567 (meters)                     COMP
 DG3858  Y           -  -5,333,182.477 (meters)                     COMP
 DG3858  Z           -   3,459,840.012 (meters)                     COMP
 DG3858  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DG3858  ELLIP HEIGHT-         232.71  (meters)          (07/29/02) GPS OBS
 DG3858  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG3858
 DG3858  HORZ ORDER  -  FIRST
 DG3858  ELLP ORDER  -  FOURTH    CLASS I
 DG3858
 DG3858.The horizontal coordinates were established by GPS observations
 DG3858.and adjusted by the National Geodetic Survey in September 1993..
 DG3858
 DG3858.The orthometric height was determined by GPS observations and a
 DG3858.high-resolution geoid model.
 DG3858
 DG3858.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3858
 DG3858.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3858
 DG3858.The ellipsoidal height was determined by GPS observations
 DG3858.and is referenced to NAD 83.
 DG3858
 DG3858.The geoid height was determined by GEOID03.
 DG3858
 DG3858;                    North         East     Units Scale Factor Converg.
 DG3858;SPC AL E     -   284,170.271   246,778.735   MT  0.99998697   +0 16 23.8
 DG3858;UTM  16      - 3,659,384.120   655,679.605   MT  0.99989883   +0 54 35.7
 DG3858
 DG3858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3858!SPC AL E     -   0.99996347  x   0.99998697  =   0.99995044
 DG3858!UTM  16      -   0.99996347  x   0.99989883  =   0.99986230
 DG3858
 DG3858:                Primary Azimuth Mark                     Grid Az
 DG3858:SPC AL E     -  9 40                                     348 24 37.6
 DG3858:UTM  16      -  9 40                                     347 46 25.7
 DG3858
 DG3858|---------------------------------------------------------------------|
 DG3858| PID    Reference Object                     Distance      Geod. Az  |
 DG3858|                                                           dddmmss.s |
 DG3858| DG3859 9 40                                APPROX. 0.6 KM 3484101.4 |
 DG3858|---------------------------------------------------------------------|
 DG3858
 DG3858                          SUPERSEDED SURVEY CONTROL
 DG3858
 DG3858  ELLIP H (09/27/93)  232.77   (m)                       GP(       ) 4 1
 DG3858
 DG3858.Superseded values are not recommended for survey control.
 DG3858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3858.See file dsdata.txt to determine how the superseded data were derived.
 DG3858
 DG3858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5568059384(NAD 83)
 DG3858_MARKER: DD = SURVEY DISK
 DG3858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3858_SP_SET: CONCRETE POST
 DG3858_STAMPING: 9-39 1992
 DG3858_MARK LOGO: ALHD  
 DG3858_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3858+STABILITY: SURFACE MOTION
 DG3858_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3858+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3858
 DG3858  HISTORY     - Date     Condition        Report By
 DG3858  HISTORY     - 1992     MONUMENTED       ALHD
 DG3858
 DG3858                          STATION DESCRIPTION
 DG3858
 DG3858'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3858'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE WEST RIGHT OF WAY OF
 DG3858'U.S. 431, ABOUT 3.05 MI (4.91 KM) NORTH-NORTHEAST OF FIVE POINTS AND
 DG3858'ABOUT 15.60 MI (25.11 KM) NORTH-NORTHWEST OF LANETT.
 DG3858'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 DG3858'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 DG3858'DRIVE NORTH AND NORTHEAST ON U.S. 431 FOR 14.85 MI (23.90 KM) TO MILE
 DG3858'POST 178.85 AND THE STATION ON THE LEFT.
 DG3858'THE STATION IS LOCATED IN FRONT OF TWO CONNECTED WOOD POSTS IN THE
 DG3858'FENCE LINE, 4.1 FT (1.2 M) EAST OF A FOUR STRAND BARBED WIRE FENCE ON
 DG3858'RUSTY STEEL POSTS, 72.6 FT (22.1 M) WEST OF THE CENTERLINE OF U.S.
 DG3858'431, 83.4 FT (25.4 M) SOUTH-SOUTHWEST OF A STROUD SIGN, 3.7 FT
 DG3858'(1.1 M) EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3858'GROUND.
 DG3858'STATION 9-40 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2410 ***********************************************************************
 CM2410  DESIGNATION -  9 4
 CM2410  PID         -  CM2410
 CM2410  STATE/COUNTY-  AL/CHAMBERS
 CM2410  USGS QUAD   -  LAFAYETTE (1983)
 CM2410
 CM2410                         *CURRENT SURVEY CONTROL
 CM2410  ___________________________________________________________________
 CM2410* NAD 83(1992)-  32 59 58.61760(N)    085 22 30.54411(W)     ADJUSTED  
 CM2410* NAVD 88     -       256.3    (meters)     841.     (feet)  VERTCON   
 CM2410  ___________________________________________________________________
 CM2410  X           -     431,755.033 (meters)                     COMP
 CM2410  Y           -  -5,337,253.619 (meters)                     COMP
 CM2410  Z           -   3,454,046.627 (meters)                     COMP
 CM2410  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 CM2410  ELLIP HEIGHT-         227.13  (meters)          (07/29/02) GPS OBS
 CM2410  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CM2410
 CM2410  HORZ ORDER  -  FIRST
 CM2410  ELLP ORDER  -  FOURTH    CLASS I
 CM2410
 CM2410.The horizontal coordinates were established by GPS observations
 CM2410.and adjusted by the National Geodetic Survey in September 1997..
 CM2410
 CM2410.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2410.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2410
 CM2410.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2410
 CM2410.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2410
 CM2410.The ellipsoidal height was determined by GPS observations
 CM2410.and is referenced to NAD 83.
 CM2410
 CM2410.The geoid height was determined by GEOID03.
 CM2410
 CM2410;                    North         East     Units Scale Factor Converg.
 CM2410;SPC AL E     -   277,245.879   242,817.259   MT  0.99998260   +0 14 58.4
 CM2410;UTM  16      - 3,652,416.824   651,795.610   MT  0.99988411   +0 53 06.4
 CM2410
 CM2410!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2410!SPC AL E     -   0.99996434  x   0.99998260  =   0.99994694
 CM2410!UTM  16      -   0.99996434  x   0.99988411  =   0.99984846
 CM2410
 CM2410:                Primary Azimuth Mark                     Grid Az
 CM2410:SPC AL E     -  9 5                                      036 46 07.2
 CM2410:UTM  16      -  9 5                                      036 07 59.2
 CM2410
 CM2410|---------------------------------------------------------------------|
 CM2410| PID    Reference Object                     Distance      Geod. Az  |
 CM2410|                                                           dddmmss.s |
 CM2410| DG3714 9 5                                 APPROX. 0.5 KM 0370105.6 |
 CM2410|---------------------------------------------------------------------|
 CM2410
 CM2410                          SUPERSEDED SURVEY CONTROL
 CM2410
 CM2410  NAD 83(1992)-  32 59 58.61737(N)    085 22 30.54528(W) AD(       ) 1
 CM2410  ELLIP H (12/04/92)  227.19   (m)                       GP(       ) 4 1
 CM2410  NAD 83(1986)-  32 59 58.62221(N)    085 22 30.54083(W) AD(       ) 1
 CM2410  NGVD 29 (12/04/92)  256.3    (m)          841.     (f) GPS OBS        
 CM2410
 CM2410.Superseded values are not recommended for survey control.
 CM2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2410.See file dsdata.txt to determine how the superseded data were derived.
 CM2410
 CM2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5179652417(NAD 83)
 CM2410_MARKER: DD = SURVEY DISK
 CM2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2410_SP_SET: CONCRETE POST
 CM2410_STAMPING: 9-4 1991
 CM2410_MARK LOGO: ALHD  
 CM2410_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2410+STABILITY: SURFACE MOTION
 CM2410_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2410+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2410
 CM2410  HISTORY     - Date     Condition        Report By
 CM2410  HISTORY     - 1991     MONUMENTED       ALHD
 CM2410
 CM2410                          STATION DESCRIPTION
 CM2410
 CM2410'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2410'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTHEAST RIGHT OF
 CM2410'WAY OF U. S. 431, ABOUT 7.00 MI (11.27 KM) NORTH-NORTHEAST OF
 CM2410'LAFAYETTE AND ABOUT 14.15 MI (22.77 KM) NORTHWEST OF LANETT.
 CM2410'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 CM2410'SQUARE (MILE POST 164.85 ON U. S. 431) IN LAFAYETTE, DRIVE NORTH ON
 CM2410'U. S. 431 FOR 8.35 MI (13.44 KM) TO MILE POST 173.20 AND THE STATION
 CM2410'ON THE RIGHT.
 CM2410'THE STATION IS 31.0 FT (9.4 M) SOUTHEAST OF THE CENTERLINE OF U. S.
 CM2410'431, 90.0 FT (27.4 M) NORTHEAST OF THE CENTER OF A PAVED DRIVEWAY,
 CM2410'6.8 FT (2.1 M) NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CM2410'WITH THE GROUND.
 CM2410'STATION 9-5 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3859 ***********************************************************************
 DG3859  DESIGNATION -  9 40
 DG3859  PID         -  DG3859
 DG3859  STATE/COUNTY-  AL/CHAMBERS
 DG3859  USGS QUAD   -  FIVE POINTS (1983)
 DG3859
 DG3859                         *CURRENT SURVEY CONTROL
 DG3859  ___________________________________________________________________
 DG3859* NAD 83(1992)-  33 04 01.31506(N)    085 20 01.06978(W)     ADJUSTED  
 DG3859* NAVD 88     -       263.0    (meters)     863.     (feet)  GPS OBS   
 DG3859  ___________________________________________________________________
 DG3859  X           -     435,291.534 (meters)                     COMP
 DG3859  Y           -  -5,332,882.402 (meters)                     COMP
 DG3859  Z           -   3,460,318.613 (meters)                     COMP
 DG3859  LAPLACE CORR-          -0.02  (seconds)                    DEFLEC99
 DG3859  ELLIP HEIGHT-         233.70  (meters)          (07/29/02) GPS OBS
 DG3859  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG3859
 DG3859  HORZ ORDER  -  FIRST
 DG3859  ELLP ORDER  -  FOURTH    CLASS I
 DG3859
 DG3859.The horizontal coordinates were established by GPS observations
 DG3859.and adjusted by the National Geodetic Survey in September 1993..
 DG3859
 DG3859.The orthometric height was determined by GPS observations and a
 DG3859.high-resolution geoid model.
 DG3859
 DG3859.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3859
 DG3859.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3859
 DG3859.The ellipsoidal height was determined by GPS observations
 DG3859.and is referenced to NAD 83.
 DG3859
 DG3859.The geoid height was determined by GEOID03.
 DG3859
 DG3859;                    North         East     Units Scale Factor Converg.
 DG3859;SPC AL E     -   284,740.132   246,661.867   MT  0.99998684   +0 16 21.5
 DG3859;UTM  16      - 3,659,952.597   655,556.423   MT  0.99989836   +0 54 33.8
 DG3859
 DG3859!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3859!SPC AL E     -   0.99996331  x   0.99998684  =   0.99995015
 DG3859!UTM  16      -   0.99996331  x   0.99989836  =   0.99986167
 DG3859
 DG3859:                Primary Azimuth Mark                     Grid Az
 DG3859:SPC AL E     -  9 39                                     168 24 37.5
 DG3859:UTM  16      -  9 39                                     167 46 25.2
 DG3859
 DG3859|---------------------------------------------------------------------|
 DG3859| PID    Reference Object                     Distance      Geod. Az  |
 DG3859|                                                           dddmmss.s |
 DG3859| DG3858 9 39                                APPROX. 0.6 KM 1684059.0 |
 DG3859|---------------------------------------------------------------------|
 DG3859
 DG3859                          SUPERSEDED SURVEY CONTROL
 DG3859
 DG3859  ELLIP H (09/27/93)  233.76   (m)                       GP(       ) 4 1
 DG3859
 DG3859.Superseded values are not recommended for survey control.
 DG3859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3859.See file dsdata.txt to determine how the superseded data were derived.
 DG3859
 DG3859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5555659953(NAD 83)
 DG3859_MARKER: DD = SURVEY DISK
 DG3859_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3859_SP_SET: CONCRETE POST
 DG3859_STAMPING: 9-40 1992
 DG3859_MARK LOGO: ALHD  
 DG3859_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3859_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3859+STABILITY: SURFACE MOTION
 DG3859_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3859+SATELLITE: SATELLITE OBSERVATIONS - July 18, 2005
 DG3859
 DG3859  HISTORY     - Date     Condition        Report By
 DG3859  HISTORY     - 1992     MONUMENTED       ALHD
 DG3859  HISTORY     - 20030711 GOOD             JCLS
 DG3859  HISTORY     - 20050718 GOOD             JCLS
 DG3859
 DG3859                          STATION DESCRIPTION
 DG3859
 DG3859'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3859'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE WEST RIGHT OF WAY OF
 DG3859'U.S. 431, ABOUT 3.40 MI (5.47 KM) NORTH-NORTHEAST OF FIVE POINTS AND
 DG3859'ABOUT 15.95 MI (25.67 KM) NORTH-NORTHWEST OF LANETT.
 DG3859'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 DG3859'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 DG3859'DRIVE NORTH AND NORTHEAST ON U.S. 431 FOR 15.30 MI (24.62 KM) TO MILE
 DG3859'POST 179.20 AND THE STATION ON THE LEFT.
 DG3859'THE STATION IS LOCATED BETWEEN U.S. 431 AND THE MT PISGAH CEMETARY,
 DG3859'21.9 FT (6.7 M) NORTHEAST OF THE NORTHEAST CORNER OF A GRANITE WALL
 DG3859'AROUND A GOODWIN BURIAL PLOT, 34.6 FT (10.5 M) NORTH-NORTHEAST OF THE
 DG3859'SOUTHEAST CORNER OF A GRANITE WALL AROUND A GOODWIN BURIAL PLOT, 41.6
 DG3859'FT (12.7 M) SOUTHEAST OF THE SOUTHEAST CORNER OF A CONCRETE WALL
 DG3859'AROUND A BOWEN BURIAL PLOT, 63.9 FT (19.5 M) EAST OF A SIX FOOT TALL
 DG3859'GAY TOMBSTONE, 75.9 FT (23.1 M) WEST-SOUTHWEST OF THE CENTERLINE OF
 DG3859'U.S. 431, 2.1 FT (0.6 M) EAST OF A CARSONITE WITNESS POST, AND SET
 DG3859'FLUSH WITH THE GROUND.
 DG3859'STATION 9-39 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3859
 DG3859                          STATION RECOVERY (2003)
 DG3859
 DG3859'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 DG3859'RECOVERED IN GOOD CONDITION.
 DG3859
 DG3859                          STATION RECOVERY (2005)
 DG3859
 DG3859'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 DG3859'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3860 ***********************************************************************
 DG3860  DESIGNATION -  9 41
 DG3860  PID         -  DG3860
 DG3860  STATE/COUNTY-  AL/CHAMBERS
 DG3860  USGS QUAD   -  ABBOTTSFORD (1982)
 DG3860
 DG3860                         *CURRENT SURVEY CONTROL
 DG3860  ___________________________________________________________________
 DG3860* NAD 83(1992)-  33 04 37.35378(N)    085 14 35.41608(W)     ADJUSTED  
 DG3860* NAVD 88     -       226.8    (meters)     744.     (feet)  GPS OBS   
 DG3860  ___________________________________________________________________
 DG3860  X           -     443,657.856 (meters)                     COMP
 DG3860  Y           -  -5,331,554.483 (meters)                     COMP
 DG3860  Z           -   3,461,229.258 (meters)                     COMP
 DG3860  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DG3860  ELLIP HEIGHT-         197.49  (meters)          (07/29/02) GPS OBS
 DG3860  GEOID HEIGHT-         -29.27  (meters)                     GEOID03
 DG3860
 DG3860  HORZ ORDER  -  FIRST
 DG3860  ELLP ORDER  -  FOURTH    CLASS I
 DG3860
 DG3860.The horizontal coordinates were established by GPS observations
 DG3860.and adjusted by the National Geodetic Survey in September 1993..
 DG3860
 DG3860.The orthometric height was determined by GPS observations and a
 DG3860.high-resolution geoid model.
 DG3860
 DG3860.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3860
 DG3860.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3860
 DG3860.The ellipsoidal height was determined by GPS observations
 DG3860.and is referenced to NAD 83.
 DG3860
 DG3860.The geoid height was determined by GEOID03.
 DG3860
 DG3860;                    North         East     Units Scale Factor Converg.
 DG3860;SPC AL E     -   285,894.198   255,102.764   MT  0.99999742   +0 19 19.6
 DG3860;SPC GA W     -   341,660.308   599,492.364   MT  1.00002451   -0 35 15.2
 DG3860;SPC GA W     - 1,120,930.53  1,966,834.53   sFT  1.00002451   -0 35 15.2
 DG3860;UTM  16      - 3,661,200.313   663,983.322   MT  0.99993156   +0 57 32.5
 DG3860
 DG3860!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3860!SPC AL E     -   0.99996900  x   0.99999742  =   0.99996642
 DG3860!SPC GA W     -   0.99996900  x   1.00002451  =   0.99999350
 DG3860!UTM  16      -   0.99996900  x   0.99993156  =   0.99990056
 DG3860
 DG3860                          SUPERSEDED SURVEY CONTROL
 DG3860
 DG3860  ELLIP H (09/27/93)  197.56   (m)                       GP(       ) 4 1
 DG3860
 DG3860.Superseded values are not recommended for survey control.
 DG3860.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3860.See file dsdata.txt to determine how the superseded data were derived.
 DG3860
 DG3860_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6398361200(NAD 83)
 DG3860_MARKER: DD = SURVEY DISK
 DG3860_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3860_SP_SET: CONCRETE POST
 DG3860_STAMPING: 9-41 1992
 DG3860_MARK LOGO: ALHD  
 DG3860_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3860_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3860+STABILITY: SURFACE MOTION
 DG3860_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3860+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3860
 DG3860  HISTORY     - Date     Condition        Report By
 DG3860  HISTORY     - 1992     MONUMENTED       ALHD
 DG3860
 DG3860                          STATION DESCRIPTION
 DG3860
 DG3860'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3860'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE NORTH RIGHT OF WAY OF
 DG3860'CHAMBERS COUNTY ROAD NO. 283, ABOUT 7.65 MI (12.31 KM) NORTHEAST OF
 DG3860'FIVE POINTS AND ABOUT 15.30 MI (24.62 KM) NORTHEAST OF LANETT.
 DG3860'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 DG3860'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 DG3860'DRIVE NORTH AND NORTHEAST ON U.S. 431 FOR 16.60 MI (26.71 KM) TO MILE
 DG3860'POST 180.50 AND CHAMBERS COUNTY ROAD NO. 278 ON THE RIGHT, TURN RIGHT
 DG3860'ON CHAMBERS COUNTY ROAD NO. 278 AND DRIVE EAST AND SOUTHEAST FOR 5.65
 DG3860'MI (9.09 KM) TO CHAMBERS COUNTY ROAD NO. 283 ON THE LEFT, TURN LEFT
 DG3860'ON CHAMBERS COUNTY ROAD NO. 283 AND DRIVE SOUTHEAST FOR 0.40 MI
 DG3860'(0.64 KM) TO THE STATION ON THE LEFT.
 DG3860'THE STATION IS 12.8 FT (3.9 M) SOUTH-SOUTHWEST OF A FOUR STRAND BARBED
 DG3860'WIRE FENCE ON STEEL AND WOOD POSTS, 32.3 FT (9.8 M) NORTH-NORTHEAST
 DG3860'OF THE CENTERLINE OF CHAMBERS COUNTY ROAD NO. 283, 100.5 FT (30.6 M)
 DG3860'EAST-SOUTHEAST OF A FENCE JUNCTION, 101.5 FT (30.9 M) EAST-SOUTHEAST
 DG3860'OF A POWER AND CABLE POLE AT A FENCE JUNCTION, 12.5 FT (3.8 M)
 DG3860'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3860'STATION 9-42 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3861 ***********************************************************************
 DG3861  DESIGNATION -  9 42
 DG3861  PID         -  DG3861
 DG3861  STATE/COUNTY-  AL/CHAMBERS
 DG3861  USGS QUAD   -  ABBOTTSFORD (1982)
 DG3861
 DG3861                         *CURRENT SURVEY CONTROL
 DG3861  ___________________________________________________________________
 DG3861* NAD 83(1992)-  33 04 27.52154(N)    085 14 14.80734(W)     ADJUSTED  
 DG3861* NAVD 88     -       219.6    (meters)     720.     (feet)  GPS OBS   
 DG3861  ___________________________________________________________________
 DG3861  X           -     444,203.780 (meters)                     COMP
 DG3861  Y           -  -5,331,668.918 (meters)                     COMP
 DG3861  Z           -   3,460,971.541 (meters)                     COMP
 DG3861  LAPLACE CORR-           0.22  (seconds)                    DEFLEC99
 DG3861  ELLIP HEIGHT-         190.36  (meters)          (07/29/02) GPS OBS
 DG3861  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG3861
 DG3861  HORZ ORDER  -  FIRST
 DG3861  ELLP ORDER  -  FOURTH    CLASS I
 DG3861
 DG3861.The horizontal coordinates were established by GPS observations
 DG3861.and adjusted by the National Geodetic Survey in September 1993..
 DG3861
 DG3861.The orthometric height was determined by GPS observations and a
 DG3861.high-resolution geoid model.
 DG3861
 DG3861.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3861
 DG3861.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3861
 DG3861.The ellipsoidal height was determined by GPS observations
 DG3861.and is referenced to NAD 83.
 DG3861
 DG3861.The geoid height was determined by GEOID03.
 DG3861
 DG3861;                    North         East     Units Scale Factor Converg.
 DG3861;SPC AL E     -   285,594.320   255,638.996   MT  0.99999815   +0 19 30.7
 DG3861;SPC GA W     -   341,351.946   600,023.780   MT  1.00002320   -0 35 03.8
 DG3861;SPC GA W     - 1,119,918.84  1,968,578.02   sFT  1.00002320   -0 35 03.8
 DG3861;UTM  16      - 3,660,906.432   664,522.818   MT  0.99993375   +0 57 43.5
 DG3861
 DG3861!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3861!SPC AL E     -   0.99997011  x   0.99999815  =   0.99996826
 DG3861!SPC GA W     -   0.99997011  x   1.00002320  =   0.99999331
 DG3861!UTM  16      -   0.99997011  x   0.99993375  =   0.99990387
 DG3861
 DG3861                          SUPERSEDED SURVEY CONTROL
 DG3861
 DG3861  ELLIP H (09/27/93)  190.42   (m)                       GP(       ) 4 1
 DG3861
 DG3861.Superseded values are not recommended for survey control.
 DG3861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3861.See file dsdata.txt to determine how the superseded data were derived.
 DG3861
 DG3861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6452360906(NAD 83)
 DG3861_MARKER: DD = SURVEY DISK
 DG3861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3861_SP_SET: CONCRETE POST
 DG3861_STAMPING: 9-42 1992
 DG3861_MARK LOGO: ALHD  
 DG3861_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3861+STABILITY: SURFACE MOTION
 DG3861_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3861+SATELLITE: SATELLITE OBSERVATIONS - 1992
 DG3861
 DG3861  HISTORY     - Date     Condition        Report By
 DG3861  HISTORY     - 1992     MONUMENTED       ALHD
 DG3861
 DG3861                          STATION DESCRIPTION
 DG3861
 DG3861'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3861'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 DG3861'A RAILROAD, ABOUT 7.60 MI (12.23 KM) NORTHEAST OF FIVE POINTS AND
 DG3861'ABOUT 15.30 MI (24.62 KM) NORTHEAST OF LANETT.
 DG3861'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 DG3861'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 DG3861'DRIVE NORTH AND NORTHEAST ON U.S. 431 FOR 16.60 MI (26.71 KM) TO MILE
 DG3861'POST 180.50 AND CHAMBERS COUNTY ROAD NO. 278 ON THE RIGHT, TURN RIGHT
 DG3861'ON CHAMBERS COUNTY ROAD NO. 278 AND DRIVE EAST AND SOUTHEAST FOR 5.65
 DG3861'MI (9.09 KM) TO CHAMBERS COUNTY ROAD NO. 283 ON THE LEFT, TURN LEFT
 DG3861'ON CHAMBERS COUNTY ROAD NO. 283 AND DRIVE SOUTHEAST FOR 0.70 MI
 DG3861'(1.13 KM) TO A GRAVEL ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL
 DG3861'ROAD AND DRIVE SOUTH FOR 0.05 MI, CROSSING THE RAILROAD, TO A FIELD
 DG3861'ROAD ON THE LEFT ALONG THE NORTH SIDE OF A FENCE, TURN LEFT ON THE
 DG3861'FIELD ROAD AND DRIVE SOUTHEAST FOR 150.0 FT (45.7 M) TO THE STATION
 DG3861'ON THE RIGHT.
 DG3861'THE STATION IS 2.6 FT (0.8 M) NORTH-NORTHEAST OF A FIVE STRAND BARBED
 DG3861'WIRE FENCE ON WOOD POSTS, 4.3 FT (1.3 M) SOUTH-SOUTHWEST OF THE
 DG3861'CENTER OF THE FIELD ROAD, 42.7 FT (13.0 M) WEST OF A TELEGRAPH POLE,
 DG3861'45.0 FT (13.7 M) SOUTH-SOUTHWEST OF THE SOUTH RAIL OF THE RAILROAD,
 DG3861'89.6 FT (27.3 M) EAST-SOUTHEAST OF THE EAST POST OF A CATTLE GAP,
 DG3861'104.5 FT (31.9 M) SOUTHEAST OF A TELEGRAPH POLE, 171.5 FT (52.3 M)
 DG3861'SOUTHEAST OF THE CENTER OF THE RAILROAD GRADE CROSSING, 2.5 FT
 DG3861'(0.8 M) NORTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 DG3861'GROUND.
 DG3861'STATION 9-41 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3714 ***********************************************************************
 DG3714  DESIGNATION -  9 5
 DG3714  PID         -  DG3714
 DG3714  STATE/COUNTY-  AL/CHAMBERS
 DG3714  USGS QUAD   -  FIVE POINTS (1983)
 DG3714
 DG3714                         *CURRENT SURVEY CONTROL
 DG3714  ___________________________________________________________________
 DG3714* NAD 83(1992)-  33 00 12.82713(N)    085 22 17.82785(W)     ADJUSTED  
 DG3714* NAVD 88     -       257.1    (meters)     844.     (feet)  VERTCON   
 DG3714  ___________________________________________________________________
 DG3714  X           -     432,064.886 (meters)                     COMP
 DG3714  Y           -  -5,336,989.970 (meters)                     COMP
 DG3714  Z           -   3,454,414.176 (meters)                     COMP
 DG3714  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 DG3714  ELLIP HEIGHT-         227.89  (meters)          (07/29/02) GPS OBS
 DG3714  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DG3714
 DG3714  HORZ ORDER  -  FIRST
 DG3714  ELLP ORDER  -  FOURTH    CLASS I
 DG3714
 DG3714.The horizontal coordinates were established by GPS observations
 DG3714.and adjusted by the National Geodetic Survey in September 1997..
 DG3714
 DG3714.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3714.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3714
 DG3714.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3714
 DG3714.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3714
 DG3714.The ellipsoidal height was determined by GPS observations
 DG3714.and is referenced to NAD 83.
 DG3714
 DG3714.The geoid height was determined by GEOID03.
 DG3714
 DG3714;                    North         East     Units Scale Factor Converg.
 DG3714;SPC AL E     -   277,685.061   243,145.434   MT  0.99998294   +0 15 05.4
 DG3714;UTM  16      - 3,652,859.576   652,118.862   MT  0.99988532   +0 53 13.7
 DG3714
 DG3714!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3714!SPC AL E     -   0.99996422  x   0.99998294  =   0.99994716
 DG3714!UTM  16      -   0.99996422  x   0.99988532  =   0.99984955
 DG3714
 DG3714:                Primary Azimuth Mark                     Grid Az
 DG3714:SPC AL E     -  9 4                                      216 46 07.2
 DG3714:UTM  16      -  9 4                                      216 07 58.9
 DG3714
 DG3714|---------------------------------------------------------------------|
 DG3714| PID    Reference Object                     Distance      Geod. Az  |
 DG3714|                                                           dddmmss.s |
 DG3714| CM2410 9 4                                 APPROX. 0.5 KM 2170112.6 |
 DG3714|---------------------------------------------------------------------|
 DG3714
 DG3714                          SUPERSEDED SURVEY CONTROL
 DG3714
 DG3714  NAD 83(1992)-  33 00 12.82691(N)    085 22 17.82903(W) AD(       ) 1
 DG3714  ELLIP H (12/04/92)  227.95   (m)                       GP(       ) 4 1
 DG3714  NAD 83(1986)-  33 00 12.83175(N)    085 22 17.82457(W) AD(       ) 1
 DG3714  NGVD 29 (12/04/92)  257.1    (m)          844.     (f) GPS OBS        
 DG3714
 DG3714.Superseded values are not recommended for survey control.
 DG3714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3714.See file dsdata.txt to determine how the superseded data were derived.
 DG3714
 DG3714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5211952860(NAD 83)
 DG3714_MARKER: DD = SURVEY DISK
 DG3714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3714_SP_SET: CONCRETE POST
 DG3714_STAMPING: 9-5 1991
 DG3714_MARK LOGO: ALHD  
 DG3714_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3714+STABILITY: SURFACE MOTION
 DG3714_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3714+SATELLITE: SATELLITE OBSERVATIONS - 1991
 DG3714
 DG3714  HISTORY     - Date     Condition        Report By
 DG3714  HISTORY     - 1991     MONUMENTED       ALHD
 DG3714
 DG3714                          STATION DESCRIPTION
 DG3714
 DG3714'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3714'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE NORTHWEST RIGHT OF
 DG3714'WAY OF U.S. 431, ABOUT 7.30 MI (11.75 KM) NORTH-NORTHEAST OF
 DG3714'LAFAYETTE AND ABOUT 14.25 MI (22.93 KM) NORTHWEST OF LANETT.
 DG3714'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 DG3714'SQUARE (MILE POST 164.85 ON U.S. 431) IN LAFAYETTE, DRIVE NORTH ON
 DG3714'U.S. 431 FOR 8.70 MI (14.00 KM) TO MILE POST 173.55 AND THE STATION
 DG3714'ON THE LEFT.
 DG3714'THE STATION IS 3.6 FT (1.1 M) SOUTHEAST OF A TEN-STRAND BARBED WIRE
 DG3714'FENCE ON WOOD POSTS, 23.3 FT (7.1 M) SOUTH-SOUTHWEST OF THE
 DG3714'EIGHT-INCH SOUTH POST OF A STEEL PIPE AND WIRE GATE, 37.7 FT
 DG3714'(11.5 M) NORTHWEST OF THE CENTERLINE OF U.S. 431, 3.2 FT (1.0 M)
 DG3714'SOUTHEAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3714'STATION 9-4 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2411 ***********************************************************************
 CM2411  DESIGNATION -  9 6
 CM2411  PID         -  CM2411
 CM2411  STATE/COUNTY-  AL/CHAMBERS
 CM2411  USGS QUAD   -  CAMP HILL SE (1981)
 CM2411
 CM2411                         *CURRENT SURVEY CONTROL
 CM2411  ___________________________________________________________________
 CM2411* NAD 83(1992)-  32 50 31.89186(N)    085 33 16.80086(W)     ADJUSTED  
 CM2411* NAVD 88     -       260.5    (meters)     855.     (feet)  VERTCON   
 CM2411  ___________________________________________________________________
 CM2411  X           -     415,766.312 (meters)                     COMP
 CM2411  Y           -  -5,348,044.066 (meters)                     COMP
 CM2411  Z           -   3,439,393.155 (meters)                     COMP
 CM2411  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 CM2411  ELLIP HEIGHT-         231.42  (meters)          (07/29/02) GPS OBS
 CM2411  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CM2411
 CM2411  HORZ ORDER  -  FIRST
 CM2411  ELLP ORDER  -  FOURTH    CLASS I
 CM2411
 CM2411.The horizontal coordinates were established by GPS observations
 CM2411.and adjusted by the National Geodetic Survey in December 1992..
 CM2411
 CM2411.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2411.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2411
 CM2411.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2411
 CM2411.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2411
 CM2411.The ellipsoidal height was determined by GPS observations
 CM2411.and is referenced to NAD 83.
 CM2411
 CM2411.The geoid height was determined by GEOID03.
 CM2411
 CM2411;                    North         East     Units Scale Factor Converg.
 CM2411;SPC AL E     -   259,728.959   226,087.534   MT  0.99996839   +0 09 04.1
 CM2411;UTM  16      - 3,634,717.936   635,262.795   MT  0.99982560   +0 47 02.3
 CM2411
 CM2411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2411!SPC AL E     -   0.99996367  x   0.99996839  =   0.99993206
 CM2411!UTM  16      -   0.99996367  x   0.99982560  =   0.99978927
 CM2411
 CM2411:                Primary Azimuth Mark                     Grid Az
 CM2411:SPC AL E     -  ORR                                      051 50 14.4
 CM2411:UTM  16      -  ORR                                      051 12 16.2
 CM2411
 CM2411|---------------------------------------------------------------------|
 CM2411| PID    Reference Object                     Distance      Geod. Az  |
 CM2411|                                                           dddmmss.s |
 CM2411| CM2307 ORR                                 454.534 METERS 0515918.5 |
 CM2411|---------------------------------------------------------------------|
 CM2411
 CM2411                          SUPERSEDED SURVEY CONTROL
 CM2411
 CM2411  ELLIP H (12/04/92)  231.45   (m)                       GP(       ) 4 1
 CM2411  NAD 83(1986)-  32 50 31.89843(N)    085 33 16.80181(W) AD(       ) 1
 CM2411  NGVD 29 (12/04/92)  260.4    (m)          854.     (f) GPS OBS        
 CM2411
 CM2411.Superseded values are not recommended for survey control.
 CM2411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2411.See file dsdata.txt to determine how the superseded data were derived.
 CM2411
 CM2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3526334718(NAD 83)
 CM2411_MARKER: DD = SURVEY DISK
 CM2411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2411_SP_SET: CONCRETE POST
 CM2411_STAMPING: 9-6 1991
 CM2411_MARK LOGO: ALHD  
 CM2411_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2411+STABILITY: SURFACE MOTION
 CM2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2411+SATELLITE: SATELLITE OBSERVATIONS - 1991
 CM2411
 CM2411  HISTORY     - Date     Condition        Report By
 CM2411  HISTORY     - 1991     MONUMENTED       ALHD
 CM2411
 CM2411                          STATION DESCRIPTION
 CM2411
 CM2411'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2411'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTHEAST RIGHT OF
 CM2411'WAY OF ALA 50, ABOUT 6.50 MI (10.46 KM) NORTHEAST OF CAMP HILL AND
 CM2411'ABOUT 9.70 MI (15.61 KM) SOUTHWEST OF LAFAYETTE.
 CM2411'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 50 EAST
 CM2411'(MILE POST 20.95 ON ALA 50) IN CAMP HILL, DRIVE EAST ON ALA 50 FOR
 CM2411'7.70 MI (12.39 KM) TO MILE POST 28.65 AND THE STATION ON THE RIGHT.
 CM2411'THE STATION IS 3.6 FT (1.1 M) NORTH OF A HOG WIRE FENCE WITH
 CM2411'THREE-STRANDS OF BARBED WIRE ON OLD WOOD POSTS, 17.0 FT (5.2 M)
 CM2411'EAST-NORTHEAST OF A BURIED CABLE WARNING SIGN, 19.3 FT (5.9 M)
 CM2411'EAST-NORTHEAST OF A FENCE CORNER, 55.7 FT (17.0 M) SOUTHEAST OF THE
 CM2411'CENTERLINE OF ALA 50, 57.0 FT (17.4 M) EAST-NORTHEAST OF THE CENTER
 CM2411'OF A PAVED COUNTY ROAD, 3.5 FT (1.1 M) NORTH OF A CARSONITE WITNESS
 CM2411'POST, AND SET FLUSH WITH THE GROUND.
 CM2411'TRIANGULATION STATION ORR 1930 MAY BE USED AS AN AZIMUTH FOR THIS
 CM2411'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2532 ***********************************************************************
 CM2532  DESIGNATION -  9 7
 CM2532  PID         -  CM2532
 CM2532  STATE/COUNTY-  AL/CHAMBERS
 CM2532  USGS QUAD   -  CAMP HILL SE (1981)
 CM2532
 CM2532                         *CURRENT SURVEY CONTROL
 CM2532  ___________________________________________________________________
 CM2532* NAD 83(1992)-  32 46 47.78245(N)    085 34 04.27157(W)     ADJUSTED  
 CM2532* NAVD 88     -       221.7    (meters)     727.     (feet)  GPS OBS   
 CM2532  ___________________________________________________________________
 CM2532  X           -     414,822.076 (meters)                     COMP
 CM2532  Y           -  -5,351,837.164 (meters)                     COMP
 CM2532  Z           -   3,433,569.562 (meters)                     COMP
 CM2532  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 CM2532  ELLIP HEIGHT-         192.76  (meters)          (07/29/02) GPS OBS
 CM2532  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CM2532
 CM2532  HORZ ORDER  -  FIRST
 CM2532  ELLP ORDER  -  FOURTH    CLASS I
 CM2532
 CM2532.The horizontal coordinates were established by GPS observations
 CM2532.and adjusted by the National Geodetic Survey in September 1993..
 CM2532
 CM2532.The orthometric height was determined by GPS observations and a
 CM2532.high-resolution geoid model.
 CM2532
 CM2532.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2532
 CM2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2532
 CM2532.The ellipsoidal height was determined by GPS observations
 CM2532.and is referenced to NAD 83.
 CM2532
 CM2532.The geoid height was determined by GEOID03.
 CM2532
 CM2532;                    North         East     Units Scale Factor Converg.
 CM2532;SPC AL E     -   252,822.142   224,870.419   MT  0.99996762   +0 08 37.4
 CM2532;UTM  16      - 3,627,799.107   634,122.138   MT  0.99982181   +0 46 31.8
 CM2532
 CM2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2532!SPC AL E     -   0.99996974  x   0.99996762  =   0.99993736
 CM2532!UTM  16      -   0.99996974  x   0.99982181  =   0.99979155
 CM2532
 CM2532:                Primary Azimuth Mark                     Grid Az
 CM2532:SPC AL E     -  9 8                                      089 15 33.9
 CM2532:UTM  16      -  9 8                                      088 37 39.5
 CM2532
 CM2532|---------------------------------------------------------------------|
 CM2532| PID    Reference Object                     Distance      Geod. Az  |
 CM2532|                                                           dddmmss.s |
 CM2532| CM2533 9 8                                 APPROX. 0.5 KM 0892411.3 |
 CM2532|---------------------------------------------------------------------|
 CM2532
 CM2532                          SUPERSEDED SURVEY CONTROL
 CM2532
 CM2532  ELLIP H (09/27/93)  192.82   (m)                       GP(       ) 4 1
 CM2532
 CM2532.Superseded values are not recommended for survey control.
 CM2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2532.See file dsdata.txt to determine how the superseded data were derived.
 CM2532
 CM2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3412227799(NAD 83)
 CM2532_MARKER: DD = SURVEY DISK
 CM2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2532_SP_SET: CONCRETE POST
 CM2532_STAMPING: 9-7 1992
 CM2532_MARK LOGO: ALHD  
 CM2532_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2532+STABILITY: SURFACE MOTION
 CM2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2532+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2532
 CM2532  HISTORY     - Date     Condition        Report By
 CM2532  HISTORY     - 1992     MONUMENTED       ALHD
 CM2532
 CM2532                          STATION DESCRIPTION
 CM2532
 CM2532'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2532'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2532'CHAMBERS COUNTY ROAD NO. 22, ABOUT 3.20 MI (5.15 KM) NORTH-NORTHEAST
 CM2532'OF WAVERLY AND ABOUT 12.70 MI (20.44 KM) SOUTHWEST OF LAFAYETTE.
 CM2532'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 50 WEST
 CM2532'(MILE POST 97.50 ON U.S. 280 AND MILE POST 20.55 ON ALA 50) IN CAMP
 CM2532'HILL, DRIVE SOUTHEAST ON U.S. 280 FOR 6.80 MI (10.94 KM) TO MILE POST
 CM2532'104.30 AND CHAMBERS COUNTY ROAD NO. 11 ON THE LEFT IN WAVERLY, TURN
 CM2532'LEFT ON CHAMBERS COUNTY ROAD NO. 11 AND DRIVE NORTH FOR 3.75 MI
 CM2532'(6.03 KM) TO CHAMBERS COUNTY ROAD NO. 22 LEFT AND A GRAVEL ROAD ON
 CM2532'THE RIGHT, TURN LEFT ON CHAMBERS COUNTY ROAD NO. 22 AND DRIVE WEST
 CM2532'FOR 0.80 MI (1.29 KM) TO THE STATION ON THE LEFT.
 CM2532'THE STATION IS 7.5 FT (2.3 M) NORTH OF A FOUR STRAND BARBED WIRE FENCE
 CM2532'ON WOOD POSTS, 34.0 FT (10.4 M) SOUTH OF THE CENTER OF CHAMBERS
 CM2532'COUNTY ROAD NO. 22, 50.8 FT (15.5 M) NORTHEAST OF A POWER POLE IN THE
 CM2532'PASTURE, 151.8 FT (46.3 M) EAST-SOUTHEAST OF MAIL BOX 7470 AT A
 CM2532'GRAVEL DRIVEWAY, 7.3 FT (2.2 M) NORTH OF A CARSONITE WITNESS POST,
 CM2532'AND SET FLUSH WITH THE GROUND.
 CM2532'STATION 9-8 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2533 ***********************************************************************
 CM2533  DESIGNATION -  9 8
 CM2533  PID         -  CM2533
 CM2533  STATE/COUNTY-  AL/CHAMBERS
 CM2533  USGS QUAD   -  CAMP HILL SE (1981)
 CM2533
 CM2533                         *CURRENT SURVEY CONTROL
 CM2533  ___________________________________________________________________
 CM2533* NAD 83(1992)-  32 46 47.95336(N)    085 33 44.80297(W)     ADJUSTED  
 CM2533* NAVD 88     -       228.1    (meters)     748.     (feet)  GPS OBS   
 CM2533  ___________________________________________________________________
 CM2533  X           -     415,327.416 (meters)                     COMP
 CM2533  Y           -  -5,351,800.568 (meters)                     COMP
 CM2533  Z           -   3,433,577.491 (meters)                     COMP
 CM2533  LAPLACE CORR-           0.59  (seconds)                    DEFLEC99
 CM2533  ELLIP HEIGHT-         199.23  (meters)          (07/29/02) GPS OBS
 CM2533  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CM2533
 CM2533  HORZ ORDER  -  FIRST
 CM2533  ELLP ORDER  -  FOURTH    CLASS I
 CM2533
 CM2533.The horizontal coordinates were established by GPS observations
 CM2533.and adjusted by the National Geodetic Survey in September 1993..
 CM2533
 CM2533.The orthometric height was determined by GPS observations and a
 CM2533.high-resolution geoid model.
 CM2533
 CM2533.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2533
 CM2533.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2533
 CM2533.The ellipsoidal height was determined by GPS observations
 CM2533.and is referenced to NAD 83.
 CM2533
 CM2533.The geoid height was determined by GEOID03.
 CM2533
 CM2533;                    North         East     Units Scale Factor Converg.
 CM2533;SPC AL E     -   252,828.690   225,377.029   MT  0.99996794   +0 08 48.0
 CM2533;UTM  16      - 3,627,811.239   634,628.571   MT  0.99982349   +0 46 42.3
 CM2533
 CM2533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2533!SPC AL E     -   0.99996872  x   0.99996794  =   0.99993666
 CM2533!UTM  16      -   0.99996872  x   0.99982349  =   0.99979222
 CM2533
 CM2533:                Primary Azimuth Mark                     Grid Az
 CM2533:SPC AL E     -  9 7                                      269 15 33.9
 CM2533:UTM  16      -  9 7                                      268 37 39.6
 CM2533
 CM2533|---------------------------------------------------------------------|
 CM2533| PID    Reference Object                     Distance      Geod. Az  |
 CM2533|                                                           dddmmss.s |
 CM2533| CM2532 9 7                                 APPROX. 0.5 KM 2692421.9 |
 CM2533|---------------------------------------------------------------------|
 CM2533
 CM2533                          SUPERSEDED SURVEY CONTROL
 CM2533
 CM2533  ELLIP H (09/27/93)  199.28   (m)                       GP(       ) 4 1
 CM2533
 CM2533.Superseded values are not recommended for survey control.
 CM2533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2533.See file dsdata.txt to determine how the superseded data were derived.
 CM2533
 CM2533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3462927811(NAD 83)
 CM2533_MARKER: DD = SURVEY DISK
 CM2533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2533_SP_SET: CONCRETE POST
 CM2533_STAMPING: 9-8 1992
 CM2533_MARK LOGO: ALHD  
 CM2533_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2533+STABILITY: SURFACE MOTION
 CM2533_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2533+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2533
 CM2533  HISTORY     - Date     Condition        Report By
 CM2533  HISTORY     - 1992     MONUMENTED       ALHD
 CM2533
 CM2533                          STATION DESCRIPTION
 CM2533
 CM2533'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2533'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE SOUTH RIGHT OF WAY OF
 CM2533'CHAMBERS COUNTY ROAD NO. 22, ABOUT 3.30 MI (5.31 KM) NORTH-NORTHEAST
 CM2533'OF WAVERLY AND ABOUT 12.40 MI (19.96 KM) SOUTHWEST OF LAFAYETTE.
 CM2533'TO REACH THE STATION FROM THE JUNCTION OF U.S. 280 AND ALA 50 WEST
 CM2533'(MILE POST 97.50 ON U.S. 280 AND MILE POST 20.55 ON ALA 50) IN CAMP
 CM2533'HILL, DRIVE SOUTHEAST ON U.S. 280 FOR 6.80 MI (10.94 KM) TO MILE POST
 CM2533'104.30 AND CHAMBERS COUNTY ROAD NO. 11 ON THE LEFT IN WAVERLY, TURN
 CM2533'LEFT ON CHAMBERS COUNTY ROAD NO. 11 AND DRIVE NORTH FOR 3.75 MI
 CM2533'(6.03 KM) TO CHAMBERS COUNTY ROAD NO. 22 LEFT AND A GRAVEL ROAD ON
 CM2533'THE RIGHT, TURN LEFT ON CHAMBERS COUNTY ROAD NO. 22 AND DRIVE WEST
 CM2533'FOR 0.50 MI (0.80 KM) TO THE STATION ON THE LEFT.
 CM2533'THE STATION IS 5.3 FT (1.6 M) NORTH OF A SEVEN STRAND BARBED WIRE
 CM2533'FENCE ON WOOD AND STEEL POSTS, 38.5 FT (11.7 M) SOUTH OF THE CENTER
 CM2533'OF CHAMBERS COUNTY ROAD NO. 22, 60.5 FT (18.4 M) EAST OF THE EAST
 CM2533'CROSS TIE POST OF A METAL GATE, 5.3 FT (1.6 M) NORTH OF A CARSONITE
 CM2533'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2533'STATION 9-7 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2534 ***********************************************************************
 CM2534  DESIGNATION -  9 9
 CM2534  PID         -  CM2534
 CM2534  STATE/COUNTY-  AL/CHAMBERS
 CM2534  USGS QUAD   -  MOOREFIELD (1971)
 CM2534
 CM2534                         *CURRENT SURVEY CONTROL
 CM2534  ___________________________________________________________________
 CM2534* NAD 83(1992)-  32 46 18.30760(N)    085 28 03.37583(W)     ADJUSTED  
 CM2534* NAVD 88     -       256.1    (meters)     840.     (feet)  GPS OBS   
 CM2534  ___________________________________________________________________
 CM2534  X           -     424,226.534 (meters)                     COMP
 CM2534  Y           -  -5,351,622.128 (meters)                     COMP
 CM2534  Z           -   3,432,824.788 (meters)                     COMP
 CM2534  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 CM2534  ELLIP HEIGHT-         227.28  (meters)          (07/29/02) GPS OBS
 CM2534  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CM2534
 CM2534  HORZ ORDER  -  FIRST
 CM2534  ELLP ORDER  -  FOURTH    CLASS I
 CM2534
 CM2534.The horizontal coordinates were established by GPS observations
 CM2534.and adjusted by the National Geodetic Survey in September 1993..
 CM2534
 CM2534.The orthometric height was determined by GPS observations and a
 CM2534.high-resolution geoid model.
 CM2534
 CM2534.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2534
 CM2534.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2534
 CM2534.The ellipsoidal height was determined by GPS observations
 CM2534.and is referenced to NAD 83.
 CM2534
 CM2534.The geoid height was determined by GEOID03.
 CM2534
 CM2534;                    North         East     Units Scale Factor Converg.
 CM2534;SPC AL E     -   251,942.185   234,265.003   MT  0.99997447   +0 11 52.7
 CM2534;UTM  16      - 3,627,022.884   643,524.601   MT  0.99985400   +0 49 46.6
 CM2534
 CM2534!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2534!SPC AL E     -   0.99996432  x   0.99997447  =   0.99993879
 CM2534!UTM  16      -   0.99996432  x   0.99985400  =   0.99981832
 CM2534
 CM2534:                Primary Azimuth Mark                     Grid Az
 CM2534:SPC AL E     -  9 10                                     321 25 07.1
 CM2534:UTM  16      -  9 10                                     320 47 13.2
 CM2534
 CM2534|---------------------------------------------------------------------|
 CM2534| PID    Reference Object                     Distance      Geod. Az  |
 CM2534|                                                           dddmmss.s |
 CM2534| CM2510 9 10                                457.775 METERS 3213659.8 |
 CM2534|---------------------------------------------------------------------|
 CM2534
 CM2534                          SUPERSEDED SURVEY CONTROL
 CM2534
 CM2534  ELLIP H (09/27/93)  227.34   (m)                       GP(       ) 4 1
 CM2534
 CM2534.Superseded values are not recommended for survey control.
 CM2534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2534.See file dsdata.txt to determine how the superseded data were derived.
 CM2534
 CM2534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4352527023(NAD 83)
 CM2534_MARKER: DD = SURVEY DISK
 CM2534_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2534_SP_SET: CONCRETE POST
 CM2534_STAMPING: 9-9 1992
 CM2534_MARK LOGO: ALHD  
 CM2534_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CM2534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2534+STABILITY: SURFACE MOTION
 CM2534_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2534+SATELLITE: SATELLITE OBSERVATIONS - 1992
 CM2534
 CM2534  HISTORY     - Date     Condition        Report By
 CM2534  HISTORY     - 1992     MONUMENTED       ALHD
 CM2534
 CM2534                          STATION DESCRIPTION
 CM2534
 CM2534'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2534'THE STATION IS LOCATED IN CHAMBERS COUNTY ON THE NORTHEAST RIGHT OF
 CM2534'WAY OF U.S. 431, ABOUT 7.75 MI (12.47 KM) EAST-NORTHEAST OF WAVERLY
 CM2534'AND ABOUT 9.55 MI (15.37 KM) SOUTH-SOUTHWEST OF LAFAYETTE.
 CM2534'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 50 (MILE
 CM2534'POST 163.90 ON U.S. 431 AND MILE POST 38.65 ON ALA 50) IN LAFAYETTE,
 CM2534'DRIVE SOUTH ON U.S. 431 FOR 9.45 MI (15.21 KM) TO MILE POST 154.45
 CM2534'AND THE STATION ON THE LEFT.
 CM2534'THE STATION IS 3.0 FT (0.9 M) SOUTHWEST OF A HOG WIRE FENCE WITH TWO
 CM2534'STRANDS OF BARBED WIRE ON WOOD POSTS, 37.3 FT (11.4 M) NORTHEAST OF
 CM2534'THE CENTERLINE OF U.S. 431, 90.9 FT (27.7 M) NORTHWEST OF A
 CM2534'TRANSFORMER POWER POLE, 2.8 FT (0.9 M) SOUTHWEST OF A CARSONITE
 CM2534'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2534'STATION 9-10 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1708 ***********************************************************************
 EF1708  DESIGNATION -  9009
 EF1708  PID         -  EF1708
 EF1708  STATE/COUNTY-  AL/MADISON
 EF1708  USGS QUAD   -  HUNTSVILLE (1991)
 EF1708
 EF1708                         *CURRENT SURVEY CONTROL
 EF1708  ___________________________________________________________________
 EF1708* NAD 83(1992)-  34 38 59.24817(N)    086 33 59.49856(W)     ADJUSTED  
 EF1708* NAVD 88     -       183.0    (meters)     600.     (feet)  VERTCON   
 EF1708  ___________________________________________________________________
 EF1708  X           -     314,584.212 (meters)                     COMP
 EF1708  Y           -  -5,243,311.649 (meters)                     COMP
 EF1708  Z           -   3,606,061.466 (meters)                     COMP
 EF1708  LAPLACE CORR-          -2.29  (seconds)                    DEFLEC99
 EF1708  ELLIP HEIGHT-         153.97  (meters)          (07/29/02) GPS OBS
 EF1708  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 EF1708
 EF1708  HORZ ORDER  -  SECOND
 EF1708  ELLP ORDER  -  FOURTH    CLASS I
 EF1708
 EF1708.The horizontal coordinates were established by GPS observations
 EF1708.and adjusted by the National Geodetic Survey in December 1992..
 EF1708
 EF1708.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1708.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1708
 EF1708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1708
 EF1708.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1708
 EF1708.The ellipsoidal height was determined by GPS observations
 EF1708.and is referenced to NAD 83.
 EF1708
 EF1708.The geoid height was determined by GEOID03.
 EF1708
 EF1708;                    North         East     Units Scale Factor Converg.
 EF1708;SPC AL E     -   460,426.032   132,786.176   MT  1.00001566   -0 25 00.8
 EF1708;UTM  16      - 3,834,292.790   539,723.016   MT  0.99961945   +0 14 47.2
 EF1708
 EF1708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1708!SPC AL E     -   0.99997583  x   1.00001566  =   0.99999149
 EF1708!UTM  16      -   0.99997583  x   0.99961945  =   0.99959529
 EF1708
 EF1708                          SUPERSEDED SURVEY CONTROL
 EF1708
 EF1708  NAD 83(1992)-  34 38 59.25258(N)    086 33 59.49222(W) AD(       ) 2
 EF1708  NGVD 29 (11/20/91)  182.9    (m)          600.     (f) GPS OBS        
 EF1708
 EF1708.Superseded values are not recommended for survey control.
 EF1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1708.See file dsdata.txt to determine how the superseded data were derived.
 EF1708
 EF1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3972334293(NAD 83)
 EF1708_MARKER: U = CONCRETE POST
 EF1708_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EF1708_SP_SET: BURIED IN GROUND
 EF1708_STAMPING: 9009
 EF1708_MARK LOGO: AL1730
 EF1708_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1708_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1708+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1708
 EF1708  HISTORY     - Date     Condition        Report By
 EF1708  HISTORY     - 1990     MONUMENTED       AL1730
 EF1708  HISTORY     - 19970905 GOOD             USPSQD
 EF1708
 EF1708                          STATION DESCRIPTION
 EF1708
 EF1708'DESCRIBED BY CITY OF HUNTSVILLE ALABAMA 1990
 EF1708'LOCATED IN T4SR1E SECTION 31 AT THE INTERSECTION OF WHITESBURG DRIVE
 EF1708'AND MEMORIAL PARKWAY ON WEST SIDE OF BLANDA DRIVE. IT IS 31 FEET
 EF1708'WEST FROM CENTER LINE OF MANHOLE ON BLANDA DR.,240FEET NW FROM TRAN-
 EF1708'SMISSION H-FRAME ON T.V.A. LINE, 490 FEET SE FROM SE CORNER OF
 EF1708'CENTRAL BANK BUILDING, 42 FEET NE FROM HEADWALL ON 24 INCH CULVERT
 EF1708'UNDER BLANDA DR.
 EF1708'TO REACH FROM THE INTERSECTION OF US HWY 431 AND US HWY 231, TRAVEL
 EF1708'SOUTH ON 231 5 MILES TO THE INTERSECTIONS OF HWY 231,WHITESBURG DR.,
 EF1708'BLANDA DR.,ACROSS FROM HAYSLAND SQUARE SHOPPING CENTER. STATION IS
 EF1708'.2 MILE NORTH OF WEATHERLY RD. ALONG BLANDA DR.
 EF1708
 EF1708                          STATION RECOVERY (1997)
 EF1708
 EF1708'RECOVERY NOTE BY US POWER SQUADRON 1997
 EF1708'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1709 ***********************************************************************
 EF1709  DESIGNATION -  9030
 EF1709  PID         -  EF1709
 EF1709  STATE/COUNTY-  AL/MADISON
 EF1709  USGS QUAD   -  JEFF (1982)
 EF1709
 EF1709                         *CURRENT SURVEY CONTROL
 EF1709  ___________________________________________________________________
 EF1709* NAD 83(1992)-  34 47 32.70628(N)    086 44 25.05238(W)     ADJUSTED  
 EF1709* NAVD 88     -       247.4    (meters)     812.     (feet)  VERTCON   
 EF1709  ___________________________________________________________________
 EF1709  X           -     298,171.600 (meters)                     COMP
 EF1709  Y           -  -5,235,297.059 (meters)                     COMP
 EF1709  Z           -   3,619,103.841 (meters)                     COMP
 EF1709  LAPLACE CORR-          -4.87  (seconds)                    DEFLEC99
 EF1709  ELLIP HEIGHT-         218.94  (meters)          (07/29/02) GPS OBS
 EF1709  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 EF1709
 EF1709  HORZ ORDER  -  SECOND
 EF1709  ELLP ORDER  -  FOURTH    CLASS I
 EF1709
 EF1709.The horizontal coordinates were established by GPS observations
 EF1709.and adjusted by the National Geodetic Survey in December 1992..
 EF1709
 EF1709.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1709.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1709
 EF1709.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1709
 EF1709.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1709
 EF1709.The ellipsoidal height was determined by GPS observations
 EF1709.and is referenced to NAD 83.
 EF1709
 EF1709.The geoid height was determined by GEOID03.
 EF1709
 EF1709;                    North         East     Units Scale Factor Converg.
 EF1709;SPC AL E     -   476,378.167   116,998.928   MT  1.00004488   -0 31 03.2
 EF1709;UTM  16      - 3,850,054.174   523,758.477   MT  0.99960696   +0 08 53.5
 EF1709
 EF1709!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1709!SPC AL E     -   0.99996563  x   1.00004488  =   1.00001051
 EF1709!UTM  16      -   0.99996563  x   0.99960696  =   0.99957261
 EF1709
 EF1709                          SUPERSEDED SURVEY CONTROL
 EF1709
 EF1709  NAD 83(1992)-  34 47 32.71152(N)    086 44 25.04918(W) AD(       ) 2
 EF1709  NGVD 29 (11/20/91)  247.4    (m)          812.     (f) GPS OBS        
 EF1709
 EF1709.Superseded values are not recommended for survey control.
 EF1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1709.See file dsdata.txt to determine how the superseded data were derived.
 EF1709
 EF1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2375850054(NAD 83)
 EF1709_MARKER: U = CONCRETE POST
 EF1709_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EF1709_SP_SET: BURIED IN GROUND
 EF1709_STAMPING: 9030
 EF1709_MARK LOGO: AL1730
 EF1709_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1709_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1709_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1709+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1709
 EF1709  HISTORY     - Date     Condition        Report By
 EF1709  HISTORY     - 1990     MONUMENTED       AL1730
 EF1709
 EF1709                          STATION DESCRIPTION
 EF1709
 EF1709'DESCRIBED BY CITY OF HUNTSVILLE ALABAMA 1990
 EF1709'LOCATED IN T3SR2W, SECTION 9, AT THE EASTSIDE OF PETTUS RD., 30  FEET
 EF1709'SOUTH FROM WATER LINE VALVE BOX, 14 FEET EAST FROM CENTER-  LINE OF
 EF1709'PETTUS RD., 83 FEET SE FROM POWER POLE, O.1 MILE SOUTH FROM
 EF1709'INTERSECTION OF PINE GROVE RD. AND PETTUS.
 EF1709'FROM THE INTERSECTION OF US HWY 72 AND WALL TRIANA HWY, TRAVEL NORTH
 EF1709'ALONG WALL-TRIANA 2.8 MILES TO THE INTERSECTION OF WALL-TRIANA AND
 EF1709'PINE GROVE RD. TURN EAST ON PINE GROVE AND GO 0.5 MILES TO THE
 EF1709'INTERSECTION OF PINE GROVE RD.AND PETTUS DR. TURN SOUTH ON PETTUS
 EF1709'DR. AND GO .1 MILES TO THE STATION ON EAST SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1710 ***********************************************************************
 EF1710  DESIGNATION -  9056
 EF1710  PID         -  EF1710
 EF1710  STATE/COUNTY-  AL/MADISON
 EF1710  USGS QUAD   -  MADISON (1991)
 EF1710
 EF1710                         *CURRENT SURVEY CONTROL
 EF1710  ___________________________________________________________________
 EF1710* NAD 83(1992)-  34 43 34.50826(N)    086 38 44.41556(W)     ADJUSTED  
 EF1710* NAVD 88     -       208.1    (meters)     683.     (feet)  VERTCON   
 EF1710  ___________________________________________________________________
 EF1710  X           -     307,060.003 (meters)                     COMP
 EF1710  Y           -  -5,238,942.819 (meters)                     COMP
 EF1710  Z           -   3,613,050.657 (meters)                     COMP
 EF1710  LAPLACE CORR-          -3.96  (seconds)                    DEFLEC99
 EF1710  ELLIP HEIGHT-         179.28  (meters)          (07/29/02) GPS OBS
 EF1710  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EF1710
 EF1710  HORZ ORDER  -  SECOND
 EF1710  ELLP ORDER  -  FOURTH    CLASS I
 EF1710
 EF1710.The horizontal coordinates were established by GPS observations
 EF1710.and adjusted by the National Geodetic Survey in December 1992..
 EF1710
 EF1710.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1710.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1710
 EF1710.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1710
 EF1710.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1710
 EF1710.The ellipsoidal height was determined by GPS observations
 EF1710.and is referenced to NAD 83.
 EF1710
 EF1710.The geoid height was determined by GEOID03.
 EF1710
 EF1710;                    North         East     Units Scale Factor Converg.
 EF1710;SPC AL E     -   468,963.843   125,599.154   MT  1.00002820   -0 27 46.0
 EF1710;UTM  16      - 3,842,743.312   532,440.493   MT  0.99961297   +0 12 06.7
 EF1710
 EF1710!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1710!SPC AL E     -   0.99997186  x   1.00002820  =   1.00000006
 EF1710!UTM  16      -   0.99997186  x   0.99961297  =   0.99958484
 EF1710
 EF1710                          SUPERSEDED SURVEY CONTROL
 EF1710
 EF1710  NAD 83(1992)-  34 43 34.51235(N)    086 38 44.40963(W) AD(       ) 2
 EF1710  NGVD 29 (11/20/91)  208.0    (m)          682.     (f) GPS OBS        
 EF1710
 EF1710.Superseded values are not recommended for survey control.
 EF1710.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1710.See file dsdata.txt to determine how the superseded data were derived.
 EF1710
 EF1710_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3244042743(NAD 83)
 EF1710_MARKER: U = CONCRETE POST
 EF1710_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EF1710_SP_SET: BURIED IN GROUND
 EF1710_STAMPING: 9056
 EF1710_MARK LOGO: AL1730
 EF1710_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1710_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1710_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1710+SATELLITE: SATELLITE OBSERVATIONS - September 22, 1996
 EF1710
 EF1710  HISTORY     - Date     Condition        Report By
 EF1710  HISTORY     - 1990     MONUMENTED       AL1730
 EF1710  HISTORY     - 19960922 GOOD             BROOKS
 EF1710  HISTORY     - 19980228 GOOD             USPSQD
 EF1710
 EF1710                          STATION DESCRIPTION
 EF1710
 EF1710'DESCRIBED BY CITY OF HUNTSVILLE ALABAMA 1990
 EF1710'LOCATED IN T4SR1W,SECTION 5, ON THE NORTH SIDE OF BRADFORD DR. AT  THE
 EF1710'LOCKHEED BUILDING, JUST WEST OF SPARKMAN DR. THE STATION IS 46  FEET
 EF1710'EAST FROM CENTERLINE OF EASTERNMOST ENTRANCE INTO LOCKHEED.  IT IS
 EF1710'27.5 FEET NW FROM A STORM INLET, 34 FEET NORTH FROM CENTERLINE  OF
 EF1710'WESTBOUND LANES OF BRADFORD DR., 9.75 FEET NORTH OF CURB LINE.
 EF1710'STATION IS LOCATION 1.4 MILES EAST OF THE INTERSECTION OF RIDEOUT RD
 EF1710'AND BRADFORD DR., 0.1 MILE WEST FROM THE INTERSECTION OF BRADFORD
 EF1710'RD. AND SPARKMAN DR.
 EF1710
 EF1710                          STATION RECOVERY (1996)
 EF1710
 EF1710'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (PW)
 EF1710'GOOD FOR GPS.
 EF1710
 EF1710                          STATION RECOVERY (1998)
 EF1710
 EF1710'RECOVERY NOTE BY US POWER SQUADRON 1998
 EF1710'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1711 ***********************************************************************
 EF1711  DESIGNATION -  9067
 EF1711  PID         -  EF1711
 EF1711  STATE/COUNTY-  AL/MADISON
 EF1711  USGS QUAD   -  HUNTSVILLE (1991)
 EF1711
 EF1711                         *CURRENT SURVEY CONTROL
 EF1711  ___________________________________________________________________
 EF1711* NAD 83(1992)-  34 42 43.41207(N)    086 30 23.86235(W)     ADJUSTED  
 EF1711* NAVD 88     -       205.5    (meters)     674.     (feet)  VERTCON   
 EF1711  ___________________________________________________________________
 EF1711  X           -     319,827.196 (meters)                     COMP
 EF1711  Y           -  -5,239,075.047 (meters)                     COMP
 EF1711  Z           -   3,611,754.791 (meters)                     COMP
 EF1711  LAPLACE CORR-          -1.94  (seconds)                    DEFLEC99
 EF1711  ELLIP HEIGHT-         176.43  (meters)          (07/29/02) GPS OBS
 EF1711  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EF1711
 EF1711  HORZ ORDER  -  SECOND
 EF1711  ELLP ORDER  -  FOURTH    CLASS I
 EF1711
 EF1711.The horizontal coordinates were established by GPS observations
 EF1711.and adjusted by the National Geodetic Survey in December 1992..
 EF1711
 EF1711.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1711.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1711
 EF1711.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1711
 EF1711.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1711
 EF1711.The ellipsoidal height was determined by GPS observations
 EF1711.and is referenced to NAD 83.
 EF1711
 EF1711.The geoid height was determined by GEOID03.
 EF1711
 EF1711;                    North         East     Units Scale Factor Converg.
 EF1711;SPC AL E     -   467,295.260   138,323.554   MT  1.00000687   -0 23 00.3
 EF1711;UTM  16      - 3,841,223.018   545,178.311   MT  0.99962516   +0 16 51.4
 EF1711
 EF1711!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1711!SPC AL E     -   0.99997231  x   1.00000687  =   0.99997918
 EF1711!UTM  16      -   0.99997231  x   0.99962516  =   0.99959748
 EF1711
 EF1711                          SUPERSEDED SURVEY CONTROL
 EF1711
 EF1711  NAD 83(1992)-  34 42 43.41587(N)    086 30 23.85486(W) AD(       ) 2
 EF1711  NGVD 29 (11/20/91)  205.4    (m)          674.     (f) GPS OBS        
 EF1711
 EF1711.Superseded values are not recommended for survey control.
 EF1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1711.See file dsdata.txt to determine how the superseded data were derived.
 EF1711
 EF1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED4517841223(NAD 83)
 EF1711_MARKER: U = CONCRETE POST
 EF1711_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EF1711_SP_SET: BURIED IN GROUND
 EF1711_STAMPING: 9067
 EF1711_MARK LOGO: AL1730
 EF1711_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1711_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1711_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1711+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1711
 EF1711  HISTORY     - Date     Condition        Report By
 EF1711  HISTORY     - 1990     MONUMENTED       AL1730
 EF1711  HISTORY     - 19970905 GOOD             USPSQD
 EF1711
 EF1711                          STATION DESCRIPTION
 EF1711
 EF1711'DESCRIBED BY CITY OF HUNTSVILLE ALABAMA 1990
 EF1711'LOCATED IN T4SR1E ON SOUTHSIDE OF BUCKEYE LANE, 0.2 MILES WEST  FROM
 EF1711'WILLIAMS AND BROAD ROAD, 21 FEET SOUTH FROM CENTERLINE OF  PAVEMENT,
 EF1711'7 FEET EAST FROM POWER POLE, 400 FEET SW FROM SW CORNER  OF BRICK
 EF1711'HOUSE, 260 FEET EAST FROM PRESENT END OF PAVEMENT ON  BUCKEYE LANE.
 EF1711'TO REACH THE STATION FROM THE INTERSECTION OF US HWY 431 AND DUG HILL
 EF1711'RD., TRAVEL 1.2 MILES EAST ALONG DUG HILL RD. TO THE INTERSECTION OF
 EF1711'DUG HILL RD. AND WILLIAMS AND BROAD RD. TURN NORTH ONTO WILLIAMS AND
 EF1711'BROAD RD.AND TRAVEL .5 MILES TO THE INTERSECTION OF WILLIAMS AND
 EF1711'BROAD RD. AND BUCKEYE LANE. TURN WEST ON BUCKEYE LANE AND TRAVEL .2
 EF1711'MILES TO STATION ON SOUTH SIDE OF ROAD.
 EF1711
 EF1711                          STATION RECOVERY (1997)
 EF1711
 EF1711'RECOVERY NOTE BY US POWER SQUADRON 1997
 EF1711'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1712 ***********************************************************************
 EF1712  DESIGNATION -  9077
 EF1712  PID         -  EF1712
 EF1712  STATE/COUNTY-  AL/MADISON
 EF1712  USGS QUAD   -  FISK (1974)
 EF1712
 EF1712                         *CURRENT SURVEY CONTROL
 EF1712  ___________________________________________________________________
 EF1712* NAD 83(1992)-  34 52 50.62206(N)    086 36 25.27284(W)     ADJUSTED  
 EF1712* NAVD 88     -       236.2    (meters)     775.     (feet)  VERTCON   
 EF1712  ___________________________________________________________________
 EF1712  X           -     310,016.489 (meters)                     COMP
 EF1712  Y           -  -5,228,993.137 (meters)                     COMP
 EF1712  Z           -   3,627,138.645 (meters)                     COMP
 EF1712  LAPLACE CORR-          -3.68  (seconds)                    DEFLEC99
 EF1712  ELLIP HEIGHT-         207.38  (meters)          (07/29/02) GPS OBS
 EF1712  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 EF1712
 EF1712  HORZ ORDER  -  SECOND
 EF1712  ELLP ORDER  -  FOURTH    CLASS I
 EF1712
 EF1712.The horizontal coordinates were established by GPS observations
 EF1712.and adjusted by the National Geodetic Survey in December 1992..
 EF1712
 EF1712.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1712.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1712
 EF1712.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1712
 EF1712.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1712
 EF1712.The ellipsoidal height was determined by GPS observations
 EF1712.and is referenced to NAD 83.
 EF1712
 EF1712.The geoid height was determined by GEOID03.
 EF1712
 EF1712;                    North         East     Units Scale Factor Converg.
 EF1712;SPC AL E     -   486,072.901   129,271.286   MT  1.00002163   -0 26 32.9
 EF1712;UTM  16      - 3,859,886.852   535,912.109   MT  0.99961589   +0 13 29.0
 EF1712
 EF1712!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1712!SPC AL E     -   0.99996745  x   1.00002163  =   0.99998908
 EF1712!UTM  16      -   0.99996745  x   0.99961589  =   0.99958335
 EF1712
 EF1712                          SUPERSEDED SURVEY CONTROL
 EF1712
 EF1712  NAD 83(1992)-  34 52 50.62774(N)    086 36 25.27154(W) AD(       ) 2
 EF1712  NGVD 29 (11/20/91)  236.2    (m)          775.     (f) GPS OBS        
 EF1712
 EF1712.Superseded values are not recommended for survey control.
 EF1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1712.See file dsdata.txt to determine how the superseded data were derived.
 EF1712
 EF1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3591259887(NAD 83)
 EF1712_MARKER: U = CONCRETE POST
 EF1712_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 EF1712_SP_SET: BURIED IN GROUND
 EF1712_STAMPING: 9077
 EF1712_MARK LOGO: AL1730
 EF1712_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1712_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1712_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1712+SATELLITE: SATELLITE OBSERVATIONS - 1990
 EF1712
 EF1712  HISTORY     - Date     Condition        Report By
 EF1712  HISTORY     - 1990     MONUMENTED       AL1730
 EF1712
 EF1712                          STATION DESCRIPTION
 EF1712
 EF1712'DESCRIBED BY CITY OF HUNTSVILLE ALABAMA 1990
 EF1712'LOCATED IN T2SR1W, SECTION 10, AT THE NW CORNER OF PATTERSON LANE  AND
 EF1712'JACK THOMAS RD. TO NORTH AND LEBANON RD.TO THE SOUTH, 28 FEET  NORTH
 EF1712'FROM CENTERLINE OF PATTERSON LANE , 31 FEET WEST FROM CENTER-  LINE
 EF1712'OF JACK THOMAS RD., 5 FEET WEST FROM POWER POLE.
 EF1712'TO REACH THE STATION FROM HUNTSVILLE,AL., TRAVEL NORTH ON US HWY  431
 EF1712'TO THE INTERSECTION OF 431 AND PATTERSON LANE. TRAVEL WEST ON
 EF1712'PATTERSON LANE 2.5 MILES TO THE INTERSECTIONOF JACK THOMAS RD.  AND
 EF1712'PATTERSON LANE AND THE STATION IN THE NW QUADRANT OF THE INTER-
 EF1712'SECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1746 ***********************************************************************
 EF1746  DESIGNATION -  9081
 EF1746  PID         -  EF1746
 EF1746  STATE/COUNTY-  AL/MADISON
 EF1746  USGS QUAD   -  FISK (1974)
 EF1746
 EF1746                         *CURRENT SURVEY CONTROL
 EF1746  ___________________________________________________________________
 EF1746* NAD 83(1992)-  34 53 01.27397(N)    086 34 06.84130(W)     ADJUSTED  
 EF1746* NAVD 88     -       232.0    (meters)     761.     (feet)  VERTCON   
 EF1746  ___________________________________________________________________
 EF1746  X           -     313,514.349 (meters)                     COMP
 EF1746  Y           -  -5,228,593.268 (meters)                     COMP
 EF1746  Z           -   3,627,405.670 (meters)                     COMP
 EF1746  LAPLACE CORR-          -3.45  (seconds)                    DEFLEC99
 EF1746  ELLIP HEIGHT-         203.43  (meters)          (07/29/02) GPS OBS
 EF1746  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EF1746
 EF1746  HORZ ORDER  -  FIRST
 EF1746  ELLP ORDER  -  FOURTH    CLASS I
 EF1746
 EF1746.The horizontal coordinates were established by GPS observations
 EF1746.and adjusted by the National Geodetic Survey in December 1992..
 EF1746
 EF1746.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1746.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1746
 EF1746.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1746
 EF1746.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1746
 EF1746.The ellipsoidal height was determined by GPS observations
 EF1746.and is referenced to NAD 83.
 EF1746
 EF1746.The geoid height was determined by GEOID03.
 EF1746
 EF1746;                    North         East     Units Scale Factor Converg.
 EF1746;SPC AL E     -   486,374.675   132,789.070   MT  1.00001565   -0 25 13.8
 EF1746;UTM  16      - 3,860,229.434   539,424.730   MT  0.99961916   +0 14 48.3
 EF1746
 EF1746!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1746!SPC AL E     -   0.99996807  x   1.00001565  =   0.99998372
 EF1746!UTM  16      -   0.99996807  x   0.99961916  =   0.99958724
 EF1746
 EF1746:                Primary Azimuth Mark                     Grid Az
 EF1746:SPC AL E     -  45 16                                    348 10 30.2
 EF1746:UTM  16      -  45 16                                    347 30 28.1
 EF1746
 EF1746|---------------------------------------------------------------------|
 EF1746| PID    Reference Object                     Distance      Geod. Az  |
 EF1746|                                                           dddmmss.s |
 EF1746| EF1729 45 16                               457.957 METERS 3474516.4 |
 EF1746|---------------------------------------------------------------------|
 EF1746
 EF1746                          SUPERSEDED SURVEY CONTROL
 EF1746
 EF1746  ELLIP H (12/04/92)  203.50   (m)                       GP(       ) 4 1
 EF1746  NAD 83(1992)-  34 53 01.27936(N)    086 34 06.83847(W) AD(       ) 1
 EF1746  NGVD 29 (12/04/92)  232.0    (m)          761.     (f) GPS OBS        
 EF1746
 EF1746.Superseded values are not recommended for survey control.
 EF1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1746.See file dsdata.txt to determine how the superseded data were derived.
 EF1746
 EF1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3942560229(NAD 83)
 EF1746_MARKER: DD = SURVEY DISK
 EF1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1746_SP_SET: CONCRETE POST
 EF1746_STAMPING: 9081
 EF1746_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 EF1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1746+STABILITY: SURFACE MOTION
 EF1746_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1746+SATELLITE: SATELLITE OBSERVATIONS - January 31, 1991
 EF1746
 EF1746  HISTORY     - Date     Condition        Report By
 EF1746  HISTORY     - UNK      MONUMENTED       AL1730
 EF1746  HISTORY     - 19900621 GOOD             ALHD
 EF1746  HISTORY     - 19910131 GOOD
 EF1746
 EF1746                          STATION DESCRIPTION
 EF1746
 EF1746'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1746'THE STATION IS LOCATED IN MADISON COUNTY IN THE MEDIAN OF U. S. 231
 EF1746'AND U. S. 431, ABOUT 5.39 KM (3.35 MI) SOUTH OF HAZEL GREEN AND ABOUT
 EF1746'16.74 KM (10.40 MI) NORTH OF HUNTSVILLE.
 EF1746'TO REACH THE STATION FROM THE JUNCTION OF U. S. 231, U. S. 431, WELLS
 EF1746'ROAD, AND MERIDIANVILLE BOTTOM ROAD, MILE POST 350.85 ON U. S. 431,
 EF1746'AT A TRAFFIC LIGHT IN MERIDIANVILLE, DRIVE NORTH ON U. S. 231 AND U.
 EF1746'S. 431 3.62 KM (2.25 MI) TO MILE POST 353.10 AND THE STATION ON THE
 EF1746'LEFT IN THE MEDIAN AT THE TOP OF A HILL.
 EF1746'THE STATION IS LOCATED IN THE MEDIAN OF U. S. 231 AND U. S. 431 AT THE
 EF1746'TOP OF A LOW HILL, 8.17 M (26.80 FT) WEST OF THE CENTERLINE OF THE
 EF1746'NORTH BOUND LANES OF U. S. 231 AND U. S. 431, 9.08 M (29.79 FT) EAST
 EF1746'OF THE CENTERLINE OF THE SOUTH BOUND LANES OF U. S. 231 AND U. S.
 EF1746'431, 53.34 M (175.00 FT) SOUTH OF THE CENTER OF A FIELD ROAD WEST,
 EF1746'ABOUT 304.80 M (1000.00 FT) NORTH OF STEGER ROAD EAST, 0.61 M
 EF1746'(2.00 FT) SOUTH OF A CARSONITE WITNESS POST AND SET FLUSH WITH THE
 EF1746'GROUND.
 EF1746'STATION 45 -16 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1746
 EF1746                          STATION RECOVERY (1991)
 EF1746
 EF1746'RECOVERED 1991
 EF1746'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1034 ***********************************************************************
 EF1034  DESIGNATION -  91
 EF1034  PID         -  EF1034
 EF1034  STATE/COUNTY-  AL/COLBERT
 EF1034  USGS QUAD   -  CHEROKEE (1988)
 EF1034
 EF1034                         *CURRENT SURVEY CONTROL
 EF1034  ___________________________________________________________________
 EF1034* NAD 83(1986)-  34 51 41.     (N)    087 57 29.     (W)     SCALED    
 EF1034* NAVD 88     -       124.928  (meters)     409.87   (feet)  POSTED    
 EF1034  ___________________________________________________________________
 EF1034  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EF1034  DYNAMIC HT  -         124.810 (meters)     409.48  (feet)  COMP
 EF1034  MODELED GRAV-     979,679.9   (mgal)                       NAVD 88
 EF1034
 EF1034  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1034
 EF1034.The horizontal coordinates were scaled from a topographic map and have
 EF1034.an estimated accuracy of +/- 6 seconds.
 EF1034
 EF1034.The orthometric height was determined by differential leveling
 EF1034.and adjusted by the National Geodetic Survey in 1992..
 EF1034.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1034.rate of 0.0 thru 1.0 mm/km.
 EF1034
 EF1034.The geoid height was determined by GEOID03.
 EF1034
 EF1034.The dynamic height is computed by dividing the NAVD 88
 EF1034.geopotential number by the normal gravity value computed on the
 EF1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1034.degrees latitude (g = 980.6199 gals.).
 EF1034
 EF1034.The modeled gravity was interpolated from observed gravity values.
 EF1034
 EF1034;                    North         East    Units  Estimated Accuracy
 EF1034;SPC AL W     -   539,160.      558,120.      MT  (+/- 180 meters Scaled)
 EF1034
 EF1034                          SUPERSEDED SURVEY CONTROL
 EF1034
 EF1034  NGVD 29 (??/??/92)  124.936  (m)          409.89   (f) ADJ UNCH    1 2
 EF1034
 EF1034.Superseded values are not recommended for survey control.
 EF1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1034.See file dsdata.txt to determine how the superseded data were derived.
 EF1034
 EF1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD124580(NAD 83)
 EF1034_MARKER: DD = SURVEY DISK
 EF1034_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1034_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1034_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1034+STABILITY: SURFACE MOTION
 EF1034
 EF1034  HISTORY     - Date     Condition        Report By
 EF1034  HISTORY     - UNK      MONUMENTED       USE
 EF1034  HISTORY     - 1933     GOOD             NGS
 EF1034  HISTORY     - 1936     GOOD             TVA
 EF1034
 EF1034                          STATION DESCRIPTION
 EF1034
 EF1034'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1034'19.25 MI NW FROM SHEFFIELD.
 EF1034'LOCATED ALONG THE LEFT BANK OF THE TENNESSEE RIVER AT MILE 229 1/4, ON
 EF1034'LEFT BANK OF COLBERT SHOALS CANAL, APPROXIMATELY 1000 FEET WEST OF
 EF1034'MOUTH OF STINKING CREEK, ON SLOPE OF HILL.  10 FEET N.W. OF BLAZED 8
 EF1034'IN. WALNUT TREE AND ON AXIS OF DAM.
 EF1034
 EF1034                          STATION RECOVERY (1936)
 EF1034
 EF1034'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1936
 EF1034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1020 ***********************************************************************
 EF1020  DESIGNATION -  92
 EF1020  PID         -  EF1020
 EF1020  STATE/COUNTY-  AL/LAUDERDALE
 EF1020  USGS QUAD   -  CHEROKEE (1988)
 EF1020
 EF1020                         *CURRENT SURVEY CONTROL
 EF1020  ___________________________________________________________________
 EF1020* NAD 83(1986)-  34 51 57.     (N)    087 56 13.     (W)     SCALED    
 EF1020* NAVD 88     -       128.306  (meters)     420.95   (feet)  POSTED    
 EF1020  ___________________________________________________________________
 EF1020  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EF1020  DYNAMIC HT  -         128.180 (meters)     420.54  (feet)  COMP
 EF1020  MODELED GRAV-     979,678.0   (mgal)                       NAVD 88
 EF1020
 EF1020  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EF1020
 EF1020.The horizontal coordinates were scaled from a topographic map and have
 EF1020.an estimated accuracy of +/- 6 seconds.
 EF1020
 EF1020.The orthometric height was determined by differential leveling
 EF1020.and adjusted by the National Geodetic Survey in 1992..
 EF1020.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EF1020.rate of 1.1 thru 2.0 mm/km.
 EF1020
 EF1020.The geoid height was determined by GEOID03.
 EF1020
 EF1020.The dynamic height is computed by dividing the NAVD 88
 EF1020.geopotential number by the normal gravity value computed on the
 EF1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1020.degrees latitude (g = 980.6199 gals.).
 EF1020
 EF1020.The modeled gravity was interpolated from observed gravity values.
 EF1020
 EF1020;                    North         East    Units  Estimated Accuracy
 EF1020;SPC AL W     -   539,650.      560,050.      MT  (+/- 180 meters Scaled)
 EF1020
 EF1020                          SUPERSEDED SURVEY CONTROL
 EF1020
 EF1020  NGVD 29 (??/??/92)  128.28   (m)          420.9    (f) COMPUTED    1 2
 EF1020
 EF1020.Superseded values are not recommended for survey control.
 EF1020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1020.See file dsdata.txt to determine how the superseded data were derived.
 EF1020
 EF1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD143585(NAD 83)
 EF1020_MARKER: DD = SURVEY DISK
 EF1020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1020_STAMPING: 92
 EF1020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1020+STABILITY: SURFACE MOTION
 EF1020
 EF1020  HISTORY     - Date     Condition        Report By
 EF1020  HISTORY     - UNK      MONUMENTED       USE
 EF1020  HISTORY     - 1959     GOOD             NGS
 EF1020
 EF1020                          STATION DESCRIPTION
 EF1020
 EF1020'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EF1020'4.9 MI W FROM RHODESVILLE.
 EF1020'ABOUT 2.2 MILES NORTHWEST ALONG COUNTY ROAD 14 FROM THE SCHOOL AT
 EF1020'RHODESVILLE, THENCE ABOUT 2.05 MILES SOUTHWEST ALONG NATCHEZ TRACE,
 EF1020'THENCE ABOUT 0.6 MILE WEST AND NORTHWEST ALONG A GRAVEL ROAD, THENCE
 EF1020'ABOUT 0.05 MILE SOUTHWEST ALONG A DRIVE LEADING TO THE WILLIS
 EF1020'RESIDENCE, IN S 20- T 2 S - R 13 W, 186 FEET NORTH-NORTHWEST OF THE
 EF1020'NORTHWEST CORNER OF A WOODEN FRAME HOUSE ON CONCRETE BLOCK FOUNDATION
 EF1020'(WILLIS RESIDENCE), ABOUT 10 FEET NORTH OF THE NORTHEAST EDGE OF A
 EF1020'RAVINE OR HOLLOW (HIGH WATER LINE), 12 FEET SOUTHEAST OF A BLAZED
 EF1020'16-INCH ELM TREE, ABOUT 51 FEET NORTHEAST OF THE NORTHEAST BANK OF
 EF1020'TENNESSEE RIVER, ABOUT 10 FEET BELOW THE FOUNDATION OF HOUSE, IN A
 EF1020'THICKLY WOODED AREA, 1.6 FEET SOUTHWEST OF A STEEL WITNESS POST, AND
 EF1020'SET IN TOP OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0867 ***********************************************************************
 EF0867  DESIGNATION -  926.9
 EF0867  PID         -  EF0867
 EF0867  STATE/COUNTY-  AL/WINSTON
 EF0867  USGS QUAD   -  BEE BRANCH (1976)
 EF0867
 EF0867                         *CURRENT SURVEY CONTROL
 EF0867  ___________________________________________________________________
 EF0867* NAD 83(1986)-  34 15 25.     (N)    087 29 19.     (W)     SCALED    
 EF0867* NAVD 88     -       282.867  (meters)     928.04   (feet)  ADJUSTED  
 EF0867  ___________________________________________________________________
 EF0867  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EF0867  DYNAMIC HT  -         282.589 (meters)     927.13  (feet)  COMP
 EF0867  MODELED GRAV-     979,645.2   (mgal)                       NAVD 88
 EF0867
 EF0867  VERT ORDER  -  SECOND    CLASS 0
 EF0867
 EF0867.The horizontal coordinates were scaled from a topographic map and have
 EF0867.an estimated accuracy of +/- 6 seconds.
 EF0867
 EF0867.The orthometric height was determined by differential leveling
 EF0867.and adjusted by the National Geodetic Survey in June 1991..
 EF0867
 EF0867.The geoid height was determined by GEOID03.
 EF0867
 EF0867.The dynamic height is computed by dividing the NAVD 88
 EF0867.geopotential number by the normal gravity value computed on the
 EF0867.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0867.degrees latitude (g = 980.6199 gals.).
 EF0867
 EF0867.The modeled gravity was interpolated from observed gravity values.
 EF0867
 EF0867;                    North         East    Units  Estimated Accuracy
 EF0867;SPC AL W     -   472,020.      601,050.      MT  (+/- 180 meters Scaled)
 EF0867
 EF0867                          SUPERSEDED SURVEY CONTROL
 EF0867
 EF0867  NGVD 29 (??/??/92)  282.831  (m)          927.92   (f) ADJ UNCH    2 0
 EF0867
 EF0867.Superseded values are not recommended for survey control.
 EF0867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0867.See file dsdata.txt to determine how the superseded data were derived.
 EF0867
 EF0867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC550907(NAD 83)
 EF0867_MARKER: N = NAIL
 EF0867_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0867_SP_SET: OAK TREE
 EF0867_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0867
 EF0867  HISTORY     - Date     Condition        Report By
 EF0867  HISTORY     - UNK      MONUMENTED       USGS
 EF0867  HISTORY     - 1934     GOOD             NGS
 EF0867
 EF0867                          STATION DESCRIPTION
 EF0867
 EF0867'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0867'9.0 MI E FROM HALEYVILLE.
 EF0867'ABOUT 9 MILES EAST ALONG STATE HIGHWAY FROM HALEYVILLE, WINSTON
 EF0867'COUNTY, IN FRONT OF THE FARMHOUSE OWNED, IN 1934, BY FRANK BEARDEN, 13
 EF0867'YARDS EAST OF THE CENTERLINE OF THE HIGHWAY, AND IN THE ROOT OF A
 EF0867'24-INCH OAK TREE.  A U.S. GEOLOGICAL SURVEY STANDARD COPPER NAIL AND
 EF0867'WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1201 ***********************************************************************
 EE1201  DESIGNATION -  934 A
 EE1201  PID         -  EE1201
 EE1201  STATE/COUNTY-  AL/DE KALB
 EE1201  USGS QUAD   -  FORT PAYNE (1983)
 EE1201
 EE1201                         *CURRENT SURVEY CONTROL
 EE1201  ___________________________________________________________________
 EE1201* NAD 83(1986)-  34 26 26.     (N)    085 43 23.     (W)     SCALED    
 EE1201* NAVD 88     -       281.561  (meters)     923.75   (feet)  ADJUSTED  
 EE1201  ___________________________________________________________________
 EE1201  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE1201  DYNAMIC HT  -         281.270 (meters)     922.80  (feet)  COMP
 EE1201  MODELED GRAV-     979,596.5   (mgal)                       NAVD 88
 EE1201
 EE1201  VERT ORDER  -  SECOND    CLASS 0
 EE1201
 EE1201.The horizontal coordinates were scaled from a topographic map and have
 EE1201.an estimated accuracy of +/- 6 seconds.
 EE1201
 EE1201.The orthometric height was determined by differential leveling
 EE1201.and adjusted by the National Geodetic Survey in June 1991..
 EE1201
 EE1201.The geoid height was determined by GEOID03.
 EE1201
 EE1201.The dynamic height is computed by dividing the NAVD 88
 EE1201.geopotential number by the normal gravity value computed on the
 EE1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1201.degrees latitude (g = 980.6199 gals.).
 EE1201
 EE1201.The modeled gravity was interpolated from observed gravity values.
 EE1201
 EE1201;                    North         East    Units  Estimated Accuracy
 EE1201;SPC AL E     -   436,980.      210,140.      MT  (+/- 180 meters Scaled)
 EE1201
 EE1201                          SUPERSEDED SURVEY CONTROL
 EE1201
 EE1201  NGVD 29 (??/??/92)  281.554  (m)          923.73   (f) ADJ UNCH    2 0
 EE1201
 EE1201.Superseded values are not recommended for survey control.
 EE1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1201.See file dsdata.txt to determine how the superseded data were derived.
 EE1201
 EE1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD173117(NAD 83)
 EE1201_MARKER: DD = SURVEY DISK
 EE1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE1201_SP_SET: STEPS
 EE1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE1201
 EE1201  HISTORY     - Date     Condition        Report By
 EE1201  HISTORY     - UNK      MONUMENTED       USGS
 EE1201  HISTORY     - 1934     GOOD             NGS
 EE1201  HISTORY     - 1949     MARK NOT FOUND   NGS
 EE1201
 EE1201                          STATION DESCRIPTION
 EE1201
 EE1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EE1201'IN FT PAYNE.
 EE1201'ALUMINUM TABLET SET VERTICALLY IN THE EAST FACE OF THE NORTH SIDE
 EE1201'OF THE STEPS LEADING TO THE EAST ENTRANCE OF THE DE KALB COUNTY
 EE1201'COURT HOUSE, MARK IS SET ABOUT 5 FT. ABOVE THE SIDEWALK.
 EE1201
 EE1201                          STATION RECOVERY (1949)
 EE1201
 EE1201'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 EE1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1301 ***********************************************************************
 BU1301  DESIGNATION -  938+43
 BU1301  PID         -  BU1301
 BU1301  STATE/COUNTY-  AL/MONROE
 BU1301  USGS QUAD   -  EXCEL (1983)
 BU1301
 BU1301                         *CURRENT SURVEY CONTROL
 BU1301  ___________________________________________________________________
 BU1301* NAD 83(1986)-  31 28 27.     (N)    087 20 21.     (W)     SCALED    
 BU1301* NAVD 88     -       129.992  (meters)     426.48   (feet)  ADJUSTED  
 BU1301  ___________________________________________________________________
 BU1301  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BU1301  DYNAMIC HT  -         129.832 (meters)     425.96  (feet)  COMP
 BU1301  MODELED GRAV-     979,403.8   (mgal)                       NAVD 88
 BU1301
 BU1301  VERT ORDER  -  SECOND    CLASS 0
 BU1301
 BU1301.The horizontal coordinates were scaled from a topographic map and have
 BU1301.an estimated accuracy of +/- 6 seconds.
 BU1301
 BU1301.The orthometric height was determined by differential leveling
 BU1301.and adjusted by the National Geodetic Survey in June 1991..
 BU1301
 BU1301.The geoid height was determined by GEOID03.
 BU1301
 BU1301.The dynamic height is computed by dividing the NAVD 88
 BU1301.geopotential number by the normal gravity value computed on the
 BU1301.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1301.degrees latitude (g = 980.6199 gals.).
 BU1301
 BU1301.The modeled gravity was interpolated from observed gravity values.
 BU1301
 BU1301;                    North         East    Units  Estimated Accuracy
 BU1301;SPC AL W     -   163,430.      615,280.      MT  (+/- 180 meters Scaled)
 BU1301
 BU1301                          SUPERSEDED SURVEY CONTROL
 BU1301
 BU1301  NGVD 29 (??/??/92)  129.972  (m)          426.42   (f) ADJ UNCH    2 0
 BU1301
 BU1301.Superseded values are not recommended for survey control.
 BU1301.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1301.See file dsdata.txt to determine how the superseded data were derived.
 BU1301
 BU1301_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV677822(NAD 83)
 BU1301_MARKER: X = CHISELED CROSS
 BU1301_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1301_SP_SET: CULVERT
 BU1301_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1301
 BU1301  HISTORY     - Date     Condition        Report By
 BU1301  HISTORY     - UNK      MONUMENTED       ALHD
 BU1301  HISTORY     - 1955     GOOD             NGS
 BU1301
 BU1301                          STATION DESCRIPTION
 BU1301
 BU1301'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1301'4.05 MI S FROM MONROEVILLE.
 BU1301'4.05 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE AT
 BU1301'MONROEVILLE, AT THE JUNCTION OF A BLACK TOP ROAD SOUTHEAST (OLD U.S.
 BU1301'HIGHWAY 84), IN THE TOP OF THE SOUTHEAST HEADWALL OF A 12-INCH PIPE
 BU1301'CULVERT UNDER A PRIVATE DRIVE EAST, AT THE NORTH POINT OF THE TRIANGLE
 BU1301'OF THE INTERSECTION OF THE TWO HIGHWAYS, 18 FEET EAST-SOUTHEAST OF THE
 BU1301'CENTER LINE OF THE ROAD SOUTHEAST, 50 FEET EAST-SOUTHEAST OF THE
 BU1301'CENTER LINE OF HIGHWAY 11.  THE + MARK IN THE STATIONING 938 + 43 THAT
 BU1301'IS CAST IN THE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0762 ***********************************************************************
 EF0762  DESIGNATION -  94
 EF0762  PID         -  EF0762
 EF0762  STATE/COUNTY-  AL/LAUDERDALE
 EF0762  USGS QUAD   -  WHEELER DAM (1988)
 EF0762
 EF0762                         *CURRENT SURVEY CONTROL
 EF0762  ___________________________________________________________________
 EF0762* NAD 83(1986)-  34 48 52.     (N)    087 22 48.     (W)     SCALED    
 EF0762* NAVD 88     -       167.919  (meters)     550.91   (feet)  POSTED    
 EF0762  ___________________________________________________________________
 EF0762  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 EF0762  DYNAMIC HT  -         167.760 (meters)     550.39  (feet)  COMP
 EF0762  MODELED GRAV-     979,693.7   (mgal)                       NAVD 88
 EF0762
 EF0762  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0762
 EF0762.The horizontal coordinates were scaled from a topographic map and have
 EF0762.an estimated accuracy of +/- 6 seconds.
 EF0762
 EF0762.The orthometric height was determined by differential leveling
 EF0762.and adjusted by the National Geodetic Survey in 1992..
 EF0762.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0762.rate of 0.0 thru 1.0 mm/km.
 EF0762
 EF0762.The geoid height was determined by GEOID03.
 EF0762
 EF0762.The dynamic height is computed by dividing the NAVD 88
 EF0762.geopotential number by the normal gravity value computed on the
 EF0762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0762.degrees latitude (g = 980.6199 gals.).
 EF0762
 EF0762.The modeled gravity was interpolated from observed gravity values.
 EF0762
 EF0762;                    North         East    Units  Estimated Accuracy
 EF0762;SPC AL W     -   533,870.      610,980.      MT  (+/- 180 meters Scaled)
 EF0762
 EF0762                          SUPERSEDED SURVEY CONTROL
 EF0762
 EF0762  NGVD 29 (??/??/92)  167.864  (m)          550.73   (f) ADJ UNCH    1 2
 EF0762
 EF0762.Superseded values are not recommended for survey control.
 EF0762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0762.See file dsdata.txt to determine how the superseded data were derived.
 EF0762
 EF0762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD652525(NAD 83)
 EF0762_MARKER: DD = SURVEY DISK
 EF0762_SETTING: 66 = SET IN ROCK OUTCROP
 EF0762_SP_SET: LIMESTONE ROCK
 EF0762_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0762+STABILITY: POSITION/ELEVATION WELL
 EF0762
 EF0762  HISTORY     - Date     Condition        Report By
 EF0762  HISTORY     - UNK      MONUMENTED       USE
 EF0762  HISTORY     - 1933     GOOD             NGS
 EF0762
 EF0762                          STATION DESCRIPTION
 EF0762
 EF0762'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0762'18 MI SE FROM SHEFFIELD.
 EF0762'LOCATED ALONG THE RIGHT BANK OF THE TENNESSEE RIVER AT DAM NO. 3.  ON
 EF0762'THE WEST PROPERTY LINE BETWEEN CONTOUR LINES 545 AND 550.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0854 ***********************************************************************
 EF0854  DESIGNATION -  946.6
 EF0854  PID         -  EF0854
 EF0854  STATE/COUNTY-  AL/LAWRENCE
 EF0854  USGS QUAD   -  GRAYSON (1976)
 EF0854
 EF0854                         *CURRENT SURVEY CONTROL
 EF0854  ___________________________________________________________________
 EF0854* NAD 83(1986)-  34 20 04.     (N)    087 21 00.     (W)     SCALED    
 EF0854* NAVD 88     -       288.832  (meters)     947.61   (feet)  ADJUSTED  
 EF0854  ___________________________________________________________________
 EF0854  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EF0854  DYNAMIC HT  -         288.551 (meters)     946.69  (feet)  COMP
 EF0854  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 EF0854
 EF0854  VERT ORDER  -  SECOND    CLASS 0
 EF0854
 EF0854.The horizontal coordinates were scaled from a topographic map and have
 EF0854.an estimated accuracy of +/- 6 seconds.
 EF0854
 EF0854.The orthometric height was determined by differential leveling
 EF0854.and adjusted by the National Geodetic Survey in June 1991..
 EF0854
 EF0854.The geoid height was determined by GEOID03.
 EF0854
 EF0854.The dynamic height is computed by dividing the NAVD 88
 EF0854.geopotential number by the normal gravity value computed on the
 EF0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0854.degrees latitude (g = 980.6199 gals.).
 EF0854
 EF0854.The modeled gravity was interpolated from observed gravity values.
 EF0854
 EF0854;                    North         East    Units  Estimated Accuracy
 EF0854;SPC AL W     -   480,630.      613,800.      MT  (+/- 180 meters Scaled)
 EF0854
 EF0854                          SUPERSEDED SURVEY CONTROL
 EF0854
 EF0854  NGVD 29 (??/??/92)  288.801  (m)          947.51   (f) ADJ UNCH    2 0
 EF0854
 EF0854.Superseded values are not recommended for survey control.
 EF0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0854.See file dsdata.txt to determine how the superseded data were derived.
 EF0854
 EF0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC678992(NAD 83)
 EF0854_MARKER: N = NAIL
 EF0854_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0854_SP_SET: PINE TREE
 EF0854_STAMPING: USBM 946.6
 EF0854_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0854
 EF0854  HISTORY     - Date     Condition        Report By
 EF0854  HISTORY     - UNK      MONUMENTED       USGS
 EF0854  HISTORY     - 1934     GOOD             NGS
 EF0854
 EF0854                          STATION DESCRIPTION
 EF0854
 EF0854'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0854'11.9 MI S FROM MOULTON.
 EF0854'11.9 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE TOWN SQUARE AT
 EF0854'MOULTON, LAWRENCE COUNTY, 1.2 MILES SOUTH OF CENTRAL FIRE TOWER, 100
 EF0854'FEET SOUTH OF THE CROSSING OF A NEW ROAD LEADING SOUTHWEST, 50 FEET
 EF0854'WEST OF THE HIGHWAY, AND IN THE NORTH ROOT OF A SMALL PINE TREE
 EF0854'PAINTED USBM 946.6.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 EF0854'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0367 ***********************************************************************
 EF0367  DESIGNATION -  95 M 23
 EF0367  PID         -  EF0367
 EF0367  STATE/COUNTY-  AL/ETOWAH
 EF0367  USGS QUAD   -  GADSDEN WEST (1985)
 EF0367
 EF0367                         *CURRENT SURVEY CONTROL
 EF0367  ___________________________________________________________________
 EF0367* NAD 83(1986)-  34 01 12.     (N)    086 02 34.     (W)     SCALED    
 EF0367* NAVD 88     -       165.879  (meters)     544.22   (feet)  ADJUSTED  
 EF0367  ___________________________________________________________________
 EF0367  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EF0367  DYNAMIC HT  -         165.705 (meters)     543.65  (feet)  COMP
 EF0367  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 EF0367
 EF0367  VERT ORDER  -  SECOND    CLASS 0
 EF0367
 EF0367.The horizontal coordinates were scaled from a topographic map and have
 EF0367.an estimated accuracy of +/- 6 seconds.
 EF0367
 EF0367.The orthometric height was determined by differential leveling
 EF0367.and adjusted by the National Geodetic Survey in June 1991..
 EF0367
 EF0367.The geoid height was determined by GEOID03.
 EF0367
 EF0367.The dynamic height is computed by dividing the NAVD 88
 EF0367.geopotential number by the normal gravity value computed on the
 EF0367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0367.degrees latitude (g = 980.6199 gals.).
 EF0367
 EF0367.The modeled gravity was interpolated from observed gravity values.
 EF0367
 EF0367;                    North         East    Units  Estimated Accuracy
 EF0367;SPC AL E     -   390,340.      180,660.      MT  (+/- 180 meters Scaled)
 EF0367
 EF0367                          SUPERSEDED SURVEY CONTROL
 EF0367
 EF0367  NGVD 29 (??/??/92)  165.856  (m)          544.15   (f) ADJ UNCH    2 0
 EF0367
 EF0367.Superseded values are not recommended for survey control.
 EF0367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0367.See file dsdata.txt to determine how the superseded data were derived.
 EF0367
 EF0367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC883647(NAD 83)
 EF0367_MARKER: DB = BENCH MARK DISK
 EF0367_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0367_SP_SET: CULVERT
 EF0367_STAMPING: 95 M 23 ALA
 EF0367_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0367
 EF0367  HISTORY     - Date     Condition        Report By
 EF0367  HISTORY     - UNK      MONUMENTED       USGS
 EF0367  HISTORY     - 1947     GOOD             NGS
 EF0367  HISTORY     - 1959     MARK NOT FOUND   TVA
 EF0367
 EF0367                          STATION DESCRIPTION
 EF0367
 EF0367'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EF0367'IN ALABAMA CITY.
 EF0367'AT ALABAMA CITY, AT THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 86
 EF0367'FEET EAST OF THE NORTHEAST CORNER OF THE STATION, 12.5 FEET EAST OF
 EF0367'THE EAST END OF A WOODEN LOADING PLATFORM AT THE EAST END OF THE
 EF0367'STATION, 10 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, ABOUT LEVEL
 EF0367'WITH THE TRACK AND SET IN THE TOP OF THE CENTER OF AN 8 BY 4 FOOT
 EF0367'CONCRETE BOX CULVERT.  NOTE-- DISK IS BATTERED SO THAT THE STAMPING IS
 EF0367'BARELY LEGIBLE. NOTE-- THE DEPOT IS NOW A PLACE OF BUISNESS AND HAS
 EF0367'BEEN INLARGED SO THAT THE END OF THE CULVERT HAS BEEN COVERED.
 EF0367
 EF0367                          STATION RECOVERY (1959)
 EF0367
 EF0367'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1959
 EF0367'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0851 ***********************************************************************
 EF0851  DESIGNATION -  952.8
 EF0851  PID         -  EF0851
 EF0851  STATE/COUNTY-  AL/LAWRENCE
 EF0851  USGS QUAD   -  GRAYSON (1976)
 EF0851
 EF0851                         *CURRENT SURVEY CONTROL
 EF0851  ___________________________________________________________________
 EF0851* NAD 83(1986)-  34 22 00.     (N)    087 19 45.     (W)     SCALED    
 EF0851* NAVD 88     -       290.647  (meters)     953.56   (feet)  ADJUSTED  
 EF0851  ___________________________________________________________________
 EF0851  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 EF0851  DYNAMIC HT  -         290.364 (meters)     952.64  (feet)  COMP
 EF0851  MODELED GRAV-     979,654.3   (mgal)                       NAVD 88
 EF0851
 EF0851  VERT ORDER  -  SECOND    CLASS 0
 EF0851
 EF0851.The horizontal coordinates were scaled from a topographic map and have
 EF0851.an estimated accuracy of +/- 6 seconds.
 EF0851
 EF0851.The orthometric height was determined by differential leveling
 EF0851.and adjusted by the National Geodetic Survey in June 1991..
 EF0851
 EF0851.The geoid height was determined by GEOID03.
 EF0851
 EF0851.The dynamic height is computed by dividing the NAVD 88
 EF0851.geopotential number by the normal gravity value computed on the
 EF0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0851.degrees latitude (g = 980.6199 gals.).
 EF0851
 EF0851.The modeled gravity was interpolated from observed gravity values.
 EF0851
 EF0851;                    North         East    Units  Estimated Accuracy
 EF0851;SPC AL W     -   484,200.      615,710.      MT  (+/- 180 meters Scaled)
 EF0851
 EF0851                          SUPERSEDED SURVEY CONTROL
 EF0851
 EF0851  NGVD 29 (??/??/92)  290.616  (m)          953.46   (f) ADJ UNCH    2 0
 EF0851
 EF0851.Superseded values are not recommended for survey control.
 EF0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0851.See file dsdata.txt to determine how the superseded data were derived.
 EF0851
 EF0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD697028(NAD 83)
 EF0851_MARKER: DD = SURVEY DISK
 EF0851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0851_SP_SET: OAK TREE
 EF0851_STAMPING: USBM 952.8
 EF0851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0851
 EF0851  HISTORY     - Date     Condition        Report By
 EF0851  HISTORY     - UNK      MONUMENTED       USGS
 EF0851  HISTORY     - 1934     GOOD             NGS
 EF0851
 EF0851                          STATION DESCRIPTION
 EF0851
 EF0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0851'9.2 MI S FROM MOULTON.
 EF0851'9.2 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE TOWN SQUARE AT
 EF0851'MOULTON, LAWRENCE COUNTY, 1.7 MILES NORTH OF CENTRAL FIRE TOWER, 65
 EF0851'FEET SOUTHWEST OF THE CROSSING OF A ROAD LEADING SOUTHWEST, 20 FEET
 EF0851'WEST OF THE HIGHWAY, AND IN THE NORTHEAST ROOT OF A 6-INCH OAK TREE
 EF0851'PAINTED USBM 952.8.  A UNITED STATES GEOLOGICAL SURVEY STANDARD COPPER
 EF0851'NAIL AND WASHER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0712 ***********************************************************************
 EF0712  DESIGNATION -  97
 EF0712  PID         -  EF0712
 EF0712  STATE/COUNTY-  AL/LIMESTONE
 EF0712  USGS QUAD   -  DECATUR (1982)
 EF0712
 EF0712                         *CURRENT SURVEY CONTROL
 EF0712  ___________________________________________________________________
 EF0712* NAD 83(1986)-  34 37 13.     (N)    086 58 44.     (W)     SCALED    
 EF0712* NAVD 88     -       172.328  (meters)     565.38   (feet)  ADJUSTED  
 EF0712  ___________________________________________________________________
 EF0712  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EF0712  DYNAMIC HT  -         172.161 (meters)     564.83  (feet)  COMP
 EF0712  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 EF0712
 EF0712  VERT ORDER  -  FIRST     CLASS II
 EF0712
 EF0712.The horizontal coordinates were scaled from a topographic map and have
 EF0712.an estimated accuracy of +/- 6 seconds.
 EF0712
 EF0712.The orthometric height was determined by differential leveling
 EF0712.and adjusted by the National Geodetic Survey in June 1991..
 EF0712.WARNING-Repeat measurements at this control monument indicate possible
 EF0712.vertical movement.
 EF0712
 EF0712.The geoid height was determined by GEOID03.
 EF0712
 EF0712.The dynamic height is computed by dividing the NAVD 88
 EF0712.geopotential number by the normal gravity value computed on the
 EF0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0712.degrees latitude (g = 980.6199 gals.).
 EF0712
 EF0712.The modeled gravity was interpolated from observed gravity values.
 EF0712
 EF0712;                    North         East    Units  Estimated Accuracy
 EF0712;SPC AL W     -   512,440.      647,790.      MT  (+/- 180 meters Scaled)
 EF0712
 EF0712                          SUPERSEDED SURVEY CONTROL
 EF0712
 EF0712  NGVD 29 (??/??/92)  172.29   (m)          565.3    (f) COMPUTED    1 2
 EF0712
 EF0712.Superseded values are not recommended for survey control.
 EF0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0712.See file dsdata.txt to determine how the superseded data were derived.
 EF0712
 EF0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED019309(NAD 83)
 EF0712_MARKER: DD = SURVEY DISK
 EF0712_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0712_SP_SET: BRIDGE
 EF0712_STAMPING: 97
 EF0712_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0712
 EF0712  HISTORY     - Date     Condition        Report By
 EF0712  HISTORY     - UNK      MONUMENTED       USE
 EF0712  HISTORY     - 1944     GOOD             NGS
 EF0712
 EF0712                          STATION DESCRIPTION
 EF0712
 EF0712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF0712'IN DECATUR.
 EF0712'BENCH MARK IS ALONG THE LOUISVILLE AND NASHVILLE RAILROAD AND THE
 EF0712'SOUTHERN RAILROAD AT THE NORTH END OF THE RAILROAD BRIDGE OVER THE
 EF0712'TENNESSEE RIVER ABOUT 8 FEET BELOW THE CENTER LINE OF THE TRACK AND
 EF0712'SET HORIZONTALLY IN THE SOUTHWEST CORNER OF THE CONCRETE ABUTMENT
 EF0712'(BRIDGE SEAT).  A U.S. ENGINEER DISK SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0701 ***********************************************************************
 EF0701  DESIGNATION -  99
 EF0701  PID         -  EF0701
 EF0701  STATE/COUNTY-  AL/MORGAN
 EF0701  USGS QUAD   -  TRIANA (1982)
 EF0701
 EF0701                         *CURRENT SURVEY CONTROL
 EF0701  ___________________________________________________________________
 EF0701* NAD 83(1986)-  34 33 20.     (N)    086 40 30.     (W)     SCALED    
 EF0701* NAVD 88     -       177.907  (meters)     583.68   (feet)  ADJUSTED  
 EF0701  ___________________________________________________________________
 EF0701  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 EF0701  DYNAMIC HT  -         177.726 (meters)     583.09  (feet)  COMP
 EF0701  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 EF0701
 EF0701  VERT ORDER  -  FIRST     CLASS II
 EF0701
 EF0701.The horizontal coordinates were scaled from a topographic map and have
 EF0701.an estimated accuracy of +/- 6 seconds.
 EF0701
 EF0701.The orthometric height was determined by differential leveling
 EF0701.and adjusted by the National Geodetic Survey in June 1991..
 EF0701
 EF0701.The geoid height was determined by GEOID03.
 EF0701
 EF0701.The dynamic height is computed by dividing the NAVD 88
 EF0701.geopotential number by the normal gravity value computed on the
 EF0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0701.degrees latitude (g = 980.6199 gals.).
 EF0701
 EF0701.The modeled gravity was interpolated from observed gravity values.
 EF0701
 EF0701;                    North         East    Units  Estimated Accuracy
 EF0701;SPC AL W     -   505,450.      675,710.      MT  (+/- 180 meters Scaled)
 EF0701
 EF0701                          SUPERSEDED SURVEY CONTROL
 EF0701
 EF0701  NGVD 29 (??/??/92)  177.872  (m)          583.57   (f) ADJ UNCH    1 2
 EF0701
 EF0701.Superseded values are not recommended for survey control.
 EF0701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0701.See file dsdata.txt to determine how the superseded data were derived.
 EF0701
 EF0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED298238(NAD 83)
 EF0701_MARKER: DD = SURVEY DISK
 EF0701_SETTING: 66 = SET IN ROCK OUTCROP
 EF0701_SP_SET: LIMESTONE ROCK
 EF0701_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0701+STABILITY: POSITION/ELEVATION WELL
 EF0701
 EF0701  HISTORY     - Date     Condition        Report By
 EF0701  HISTORY     - UNK      MONUMENTED       USE
 EF0701  HISTORY     - 1933     GOOD             NGS
 EF0701  HISTORY     - 1948     MARK NOT FOUND   TVA
 EF0701
 EF0701                          STATION DESCRIPTION
 EF0701
 EF0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF0701'20.5 MI SE FROM DECATUR.
 EF0701'LOCATED ALONG THE LEFT BANK OF THE TENNESSEE RIVER AT MILE 138 1/2,
 EF0701'APPROX. 500 FEET FROM CREST OF BANK.  ON SLOPE OF BLUFF AND ON AXIS OF
 EF0701'LEWIS BLUFF DAM SITE.
 EF0701
 EF0701                          STATION RECOVERY (1948)
 EF0701
 EF0701'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1948
 EF0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2066 ***********************************************************************
 DH2066  DESIGNATION -  A 100
 DH2066  PID         -  DH2066
 DH2066  STATE/COUNTY-  AL/PICKENS
 DH2066  USGS QUAD   -  GORDO (1983)
 DH2066
 DH2066                         *CURRENT SURVEY CONTROL
 DH2066  ___________________________________________________________________
 DH2066* NAD 83(1986)-  33 18 55.     (N)    087 53 13.     (W)     SCALED    
 DH2066* NAVD 88     -        80.968  (meters)     265.64   (feet)  ADJUSTED  
 DH2066  ___________________________________________________________________
 DH2066  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DH2066  DYNAMIC HT  -          80.880 (meters)     265.35  (feet)  COMP
 DH2066  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 DH2066
 DH2066  VERT ORDER  -  SECOND    CLASS 0
 DH2066
 DH2066.The horizontal coordinates were scaled from a topographic map and have
 DH2066.an estimated accuracy of +/- 6 seconds.
 DH2066
 DH2066.The orthometric height was determined by differential leveling
 DH2066.and adjusted by the National Geodetic Survey in June 1991..
 DH2066
 DH2066.The geoid height was determined by GEOID03.
 DH2066
 DH2066.The dynamic height is computed by dividing the NAVD 88
 DH2066.geopotential number by the normal gravity value computed on the
 DH2066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2066.degrees latitude (g = 980.6199 gals.).
 DH2066
 DH2066.The modeled gravity was interpolated from observed gravity values.
 DH2066
 DH2066;                    North         East    Units  Estimated Accuracy
 DH2066;SPC AL W     -   367,640.      563,970.      MT  (+/- 180 meters Scaled)
 DH2066
 DH2066                          SUPERSEDED SURVEY CONTROL
 DH2066
 DH2066  NGVD 29 (??/??/92)   80.900  (m)          265.42   (f) ADJ UNCH    2 0
 DH2066
 DH2066.Superseded values are not recommended for survey control.
 DH2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2066.See file dsdata.txt to determine how the superseded data were derived.
 DH2066
 DH2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB174865(NAD 83)
 DH2066_MARKER: DB = BENCH MARK DISK
 DH2066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2066_STAMPING: A-100 1935
 DH2066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2066+STABILITY: SURFACE MOTION
 DH2066
 DH2066  HISTORY     - Date     Condition        Report By
 DH2066  HISTORY     - 1935     MONUMENTED       CGS
 DH2066  HISTORY     - 1946     GOOD             NGS
 DH2066
 DH2066                          STATION DESCRIPTION
 DH2066
 DH2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH2066'1.1 MI SE FROM GORDO.
 DH2066'ALONG THE MOBILE AND OHIO RAILROAD, 15 FEET SOUTH OF THE CENTERLINE OF
 DH2066'THE TRACK, AND 9 FEET EAST OF A RAILROAD CROSSING.  NOTE-- MARK IS NOW
 DH2066'2 FEET NORTH OF A WHITE WITNESS POST.
 DH2066
 DH2066                          STATION RECOVERY (1946)
 DH2066
 DH2066'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0132 ***********************************************************************
 DJ0132  DESIGNATION -  A 101
 DJ0132  PID         -  DJ0132
 DJ0132  STATE/COUNTY-  AL/LAMAR
 DJ0132  USGS QUAD   -  MILLPORT (1985)
 DJ0132
 DJ0132                         *CURRENT SURVEY CONTROL
 DJ0132  ___________________________________________________________________
 DJ0132* NAD 83(1986)-  33 33 51.     (N)    088 05 00.     (W)     SCALED    
 DJ0132* NAVD 88     -        83.035  (meters)     272.42   (feet)  ADJUSTED  
 DJ0132  ___________________________________________________________________
 DJ0132  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ0132  DYNAMIC HT  -          82.947 (meters)     272.14  (feet)  COMP
 DJ0132  MODELED GRAV-     979,567.8   (mgal)                       NAVD 88
 DJ0132
 DJ0132  VERT ORDER  -  SECOND    CLASS 0
 DJ0132
 DJ0132.The horizontal coordinates were scaled from a topographic map and have
 DJ0132.an estimated accuracy of +/- 6 seconds.
 DJ0132
 DJ0132.The orthometric height was determined by differential leveling
 DJ0132.and adjusted by the National Geodetic Survey in June 1991..
 DJ0132
 DJ0132.The geoid height was determined by GEOID03.
 DJ0132
 DJ0132.The dynamic height is computed by dividing the NAVD 88
 DJ0132.geopotential number by the normal gravity value computed on the
 DJ0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0132.degrees latitude (g = 980.6199 gals.).
 DJ0132
 DJ0132.The modeled gravity was interpolated from observed gravity values.
 DJ0132
 DJ0132;                    North         East    Units  Estimated Accuracy
 DJ0132;SPC AL W     -   395,330.      545,840.      MT  (+/- 180 meters Scaled)
 DJ0132
 DJ0132                          SUPERSEDED SURVEY CONTROL
 DJ0132
 DJ0132  NGVD 29 (??/??/92)   82.997  (m)          272.30   (f) ADJ UNCH    2 0
 DJ0132
 DJ0132.Superseded values are not recommended for survey control.
 DJ0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0132.See file dsdata.txt to determine how the superseded data were derived.
 DJ0132
 DJ0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC994143(NAD 83)
 DJ0132_MARKER: DB = BENCH MARK DISK
 DJ0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0132_STAMPING: A 101 1935
 DJ0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0132+STABILITY: SURFACE MOTION
 DJ0132
 DJ0132  HISTORY     - Date     Condition        Report By
 DJ0132  HISTORY     - 1935     MONUMENTED       CGS
 DJ0132  HISTORY     - 1946     GOOD             NGS
 DJ0132  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0132
 DJ0132                          STATION DESCRIPTION
 DJ0132
 DJ0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ0132'IN MILLPORT.
 DJ0132'AT MILLPORT, LAMAR COUNTY, ON THE SOUTHERN RAILWAY, 160 FEET NORTHWEST
 DJ0132'OF THE NORTHWEST CORNER OF THE STATION, 116 FEET EAST OF A SIGN FOR
 DJ0132'CULVERT 897.9, 112 FEET NORTHWEST OF THE NORTHWEST CORNER OF AN OLD
 DJ0132'TWO-STORY BRICK BUILDING, 29 FEET NORTH OF THE NORTH RAIL OF THE MAIN
 DJ0132'TRACK, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 DJ0132'STAMPED A 101 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 DJ0132'THE GROUND.
 DJ0132
 DJ0132                          STATION RECOVERY (1966)
 DJ0132
 DJ0132'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0132'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0538 ***********************************************************************
 DJ0538  DESIGNATION -  A 102
 DJ0538  PID         -  DJ0538
 DJ0538  STATE/COUNTY-  AL/PICKENS
 DJ0538  USGS QUAD   -  ETHELSVILLE (1985)
 DJ0538
 DJ0538                         *CURRENT SURVEY CONTROL
 DJ0538  ___________________________________________________________________
 DJ0538* NAD 83(1986)-  33 24 53.     (N)    088 13 01.     (W)     SCALED    
 DJ0538* NAVD 88     -       105.155  (meters)     345.00   (feet)  ADJUSTED  
 DJ0538  ___________________________________________________________________
 DJ0538  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DJ0538  DYNAMIC HT  -         105.042 (meters)     344.63  (feet)  COMP
 DJ0538  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DJ0538
 DJ0538  VERT ORDER  -  SECOND    CLASS 0
 DJ0538
 DJ0538.The horizontal coordinates were scaled from a topographic map and have
 DJ0538.an estimated accuracy of +/- 6 seconds.
 DJ0538
 DJ0538.The orthometric height was determined by differential leveling
 DJ0538.and adjusted by the National Geodetic Survey in June 1991..
 DJ0538
 DJ0538.The geoid height was determined by GEOID03.
 DJ0538
 DJ0538.The dynamic height is computed by dividing the NAVD 88
 DJ0538.geopotential number by the normal gravity value computed on the
 DJ0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0538.degrees latitude (g = 980.6199 gals.).
 DJ0538
 DJ0538.The modeled gravity was interpolated from observed gravity values.
 DJ0538
 DJ0538;                    North         East    Units  Estimated Accuracy
 DJ0538;SPC AL W     -   378,840.      533,320.      MT  (+/- 180 meters Scaled)
 DJ0538
 DJ0538                          SUPERSEDED SURVEY CONTROL
 DJ0538
 DJ0538  NGVD 29 (??/??/92)  105.129  (m)          344.91   (f) ADJ UNCH    2 0
 DJ0538
 DJ0538.Superseded values are not recommended for survey control.
 DJ0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0538.See file dsdata.txt to determine how the superseded data were derived.
 DJ0538
 DJ0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB868979(NAD 83)
 DJ0538_MARKER: DB = BENCH MARK DISK
 DJ0538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0538_SP_SET: CULVERT
 DJ0538_STAMPING: A 102 1935
 DJ0538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0538
 DJ0538  HISTORY     - Date     Condition        Report By
 DJ0538  HISTORY     - 1935     MONUMENTED       CGS
 DJ0538  HISTORY     - 1946     GOOD             NGS
 DJ0538
 DJ0538                          STATION DESCRIPTION
 DJ0538
 DJ0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ0538'IN ETHELSVILLE.
 DJ0538'AT ETHELSVILLE, PICKENS COUNTY, ON THE GULF, MOBILE AND OHIO RAILROAD,
 DJ0538'73 FEET EAST OF THE SOUTHEAST CORNER OF THE STATION, AT A 3-FOOT PIPE
 DJ0538'CULVERT UNDER THE TRACK, IN THE TOP OF THE NORTH HEADWALL, 7 FEET
 DJ0538'NORTH OF THE NORTH RAIL OF THE MAIN TRACK, 1 FOOT EAST OF THE WEST END
 DJ0538'OF THE HEADWALL, AND ABOUT 1 FOOT LOWER THAN THE TRACK. A STANDARD
 DJ0538'DISK, STAMPED A 102 1935.
 DJ0538
 DJ0538                          STATION RECOVERY (1946)
 DJ0538
 DJ0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DJ0538'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1047 ***********************************************************************
 CO1047  DESIGNATION -  A 103 RESET
 CO1047  PID         -  CO1047
 CO1047  STATE/COUNTY-  AL/GREENE
 CO1047  USGS QUAD   -  WARSAW (1987)
 CO1047
 CO1047                         *CURRENT SURVEY CONTROL
 CO1047  ___________________________________________________________________
 CO1047* NAD 83(1986)-  32 57 13.     (N)    088 08 38.     (W)     SCALED    
 CO1047* NAVD 88     -        42.96   (meters)     140.9    (feet)  RESET     
 CO1047  ___________________________________________________________________
 CO1047  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CO1047
 CO1047  VERT ORDER  -  THIRD
 CO1047
 CO1047.The horizontal coordinates were scaled from a topographic map and have
 CO1047.an estimated accuracy of +/- 6 seconds.
 CO1047
 CO1047.The orthometric height was computed from unverified reset data.
 CO1047
 CO1047.The geoid height was determined by GEOID03.
 CO1047
 CO1047;                    North         East    Units  Estimated Accuracy
 CO1047;SPC AL W     -   327,650.      539,800.      MT  (+/- 180 meters Scaled)
 CO1047
 CO1047                          SUPERSEDED SURVEY CONTROL
 CO1047
 CO1047.No superseded survey control is available for this station.
 CO1047
 CO1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB930467(NAD 83)
 CO1047_MARKER: DB = BENCH MARK DISK
 CO1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1047_STAMPING: A 103 RESET 1964
 CO1047_PROJECTION: FLUSH
 CO1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1047+STABILITY: SURFACE MOTION
 CO1047
 CO1047  HISTORY     - Date     Condition        Report By
 CO1047  HISTORY     - 1964     MONUMENTED       CGS
 CO1047
 CO1047                          STATION DESCRIPTION
 CO1047
 CO1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CO1047'2.3 MI NORTH FROM WEST GREENE.
 CO1047'2.3 MILES NORTH ALONG THE ST. LOUIS SAN FRANCISCO RAILROAD FROM THE
 CO1047'OLD COMMUNITY OF WEST GREENE, 0.15 MILE NORTH OF BRIDGE NO. 692.8,
 CO1047'4 POLES NORTH OF MILEPOST 623.0, 46 FT. EAST OF THE EAST RAIL OF THE
 CO1047'TRACKS, 27 FT. NORTH OF THE CENTER OF A FIELD  ROAD, 13 FT. POST.
 CO1047'A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1520 ***********************************************************************
 CN1520  DESIGNATION -  A 107
 CN1520  PID         -  CN1520
 CN1520  STATE/COUNTY-  AL/PERRY
 CN1520  USGS QUAD   -  MARION NORTH (1983)
 CN1520
 CN1520                         *CURRENT SURVEY CONTROL
 CN1520  ___________________________________________________________________
 CN1520* NAD 83(1986)-  32 38 13.     (N)    087 18 36.     (W)     SCALED    
 CN1520* NAVD 88     -        81.464  (meters)     267.27   (feet)  ADJUSTED  
 CN1520  ___________________________________________________________________
 CN1520  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CN1520  DYNAMIC HT  -          81.370 (meters)     266.96  (feet)  COMP
 CN1520  MODELED GRAV-     979,480.6   (mgal)                       NAVD 88
 CN1520
 CN1520  VERT ORDER  -  SECOND    CLASS 0
 CN1520
 CN1520.The horizontal coordinates were scaled from a topographic map and have
 CN1520.an estimated accuracy of +/- 6 seconds.
 CN1520
 CN1520.The orthometric height was determined by differential leveling
 CN1520.and adjusted by the National Geodetic Survey in June 1991..
 CN1520
 CN1520.The geoid height was determined by GEOID03.
 CN1520
 CN1520.The dynamic height is computed by dividing the NAVD 88
 CN1520.geopotential number by the normal gravity value computed on the
 CN1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1520.degrees latitude (g = 980.6199 gals.).
 CN1520
 CN1520.The modeled gravity was interpolated from observed gravity values.
 CN1520
 CN1520;                    North         East    Units  Estimated Accuracy
 CN1520;SPC AL W     -   292,370.      617,830.      MT  (+/- 180 meters Scaled)
 CN1520
 CN1520                          SUPERSEDED SURVEY CONTROL
 CN1520
 CN1520  NGVD 29 (??/??/92)   81.409  (m)          267.09   (f) ADJ UNCH    2 0
 CN1520
 CN1520.Superseded values are not recommended for survey control.
 CN1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1520.See file dsdata.txt to determine how the superseded data were derived.
 CN1520
 CN1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB709110(NAD 83)
 CN1520_MARKER: DB = BENCH MARK DISK
 CN1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1520_STAMPING: A-107 1935
 CN1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1520+STABILITY: SURFACE MOTION
 CN1520
 CN1520  HISTORY     - Date     Condition        Report By
 CN1520  HISTORY     - 1935     MONUMENTED       CGS
 CN1520  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN1520
 CN1520                          STATION DESCRIPTION
 CN1520
 CN1520'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN1520'IN MARION.
 CN1520'ALONG STATE HIGHWAY 5, 1 TELEPHONE POLE NORTH OF NORTH END OF A ROW OF
 CN1520'NEGRO COTTAGES.  1/2 MILE NORTHWEST OF WATER TANK.  30 FEET EAST OF
 CN1520'CENTER LINE OF STATE HIGHWAY 5.  IN LINE WITH TELEPHONE LINE, AND 36
 CN1520'FEET NORTH OF A POLE.  NOTE-- THE ROAD HAS BEEN UPGRADED.
 CN1520
 CN1520                          STATION RECOVERY (1975)
 CN1520
 CN1520'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN1520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1562 ***********************************************************************
 CN1562  DESIGNATION -  A 109
 CN1562  PID         -  CN1562
 CN1562  STATE/COUNTY-  AL/PERRY
 CN1562  USGS QUAD   -  SCOTT STATION (1979)
 CN1562
 CN1562                         *CURRENT SURVEY CONTROL
 CN1562  ___________________________________________________________________
 CN1562* NAD 83(1986)-  32 36 57.     (N)    087 22 58.     (W)     SCALED    
 CN1562* NAVD 88     -        83.758  (meters)     274.80   (feet)  ADJUSTED  
 CN1562  ___________________________________________________________________
 CN1562  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN1562  DYNAMIC HT  -          83.661 (meters)     274.48  (feet)  COMP
 CN1562  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 CN1562
 CN1562  VERT ORDER  -  SECOND    CLASS 0
 CN1562
 CN1562.The horizontal coordinates were scaled from a topographic map and have
 CN1562.an estimated accuracy of +/- 6 seconds.
 CN1562
 CN1562.The orthometric height was determined by differential leveling
 CN1562.and adjusted by the National Geodetic Survey in June 1991..
 CN1562
 CN1562.The geoid height was determined by GEOID03.
 CN1562
 CN1562.The dynamic height is computed by dividing the NAVD 88
 CN1562.geopotential number by the normal gravity value computed on the
 CN1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1562.degrees latitude (g = 980.6199 gals.).
 CN1562
 CN1562.The modeled gravity was interpolated from observed gravity values.
 CN1562
 CN1562;                    North         East    Units  Estimated Accuracy
 CN1562;SPC AL W     -   290,020.      611,000.      MT  (+/- 180 meters Scaled)
 CN1562
 CN1562                          SUPERSEDED SURVEY CONTROL
 CN1562
 CN1562  NGVD 29 (??/??/92)   83.716  (m)          274.66   (f) ADJ UNCH    2 0
 CN1562
 CN1562.Superseded values are not recommended for survey control.
 CN1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1562.See file dsdata.txt to determine how the superseded data were derived.
 CN1562
 CN1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB640087(NAD 83)
 CN1562_MARKER: DB = BENCH MARK DISK
 CN1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1562_STAMPING: A 109 1935
 CN1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1562+STABILITY: SURFACE MOTION
 CN1562
 CN1562  HISTORY     - Date     Condition        Report By
 CN1562  HISTORY     - 1935     MONUMENTED       CGS
 CN1562  HISTORY     - 1950     GOOD             NGS
 CN1562
 CN1562                          STATION DESCRIPTION
 CN1562
 CN1562'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN1562'3.1 MI E FROM SCOTT STATION.
 CN1562'ABOUT 3.1 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1562'SCOTT STATION, AT THE ROAD CROSSING AND STATION SIGN AT ZIMMERMAN,
 CN1562'40.5 FEET NORTH OF THE NORTH RAIL, 24 FEET WEST OF THE CENTER LINE OF
 CN1562'THE GRAVEL ROAD, 23 FEET NORTH-NORTHEAST OF A CROSSING WARNING SIGN,
 CN1562'99 FEET NORTHWEST AND ACROSS ROAD AND TRACK FROM STATION SIGN
 CN1562'ZIMMERMAN, 14 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A WIRE
 CN1562'FENCE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CN1562'WITH CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CN1562'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2640 ***********************************************************************
 BG2640  DESIGNATION -  A 11
 BG2640  PID         -  BG2640
 BG2640  STATE/COUNTY-  AL/BALDWIN
 BG2640  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG2640
 BG2640                         *CURRENT SURVEY CONTROL
 BG2640  ___________________________________________________________________
 BG2640* NAD 83(1986)-  30 53 01.     (N)    087 46 28.     (W)     SCALED    
 BG2640* NAVD 88     -        83.434  (meters)     273.73   (feet)  ADJUSTED  
 BG2640  ___________________________________________________________________
 BG2640  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BG2640  DYNAMIC HT  -          83.327 (meters)     273.38  (feet)  COMP
 BG2640  MODELED GRAV-     979,351.5   (mgal)                       NAVD 88
 BG2640
 BG2640  VERT ORDER  -  FIRST     CLASS II
 BG2640
 BG2640.The horizontal coordinates were scaled from a topographic map and have
 BG2640.an estimated accuracy of +/- 6 seconds.
 BG2640
 BG2640.The orthometric height was determined by differential leveling
 BG2640.and adjusted by the National Geodetic Survey in June 1991..
 BG2640.WARNING-Repeat measurements at this control monument indicate possible
 BG2640.vertical movement.
 BG2640
 BG2640.The geoid height was determined by GEOID03.
 BG2640
 BG2640.The dynamic height is computed by dividing the NAVD 88
 BG2640.geopotential number by the normal gravity value computed on the
 BG2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2640.degrees latitude (g = 980.6199 gals.).
 BG2640
 BG2640.The modeled gravity was interpolated from observed gravity values.
 BG2640
 BG2640;                    North         East    Units  Estimated Accuracy
 BG2640;SPC AL W     -    97,980.      573,760.      MT  (+/- 180 meters Scaled)
 BG2640
 BG2640                          SUPERSEDED SURVEY CONTROL
 BG2640
 BG2640  NGVD 29 (??/??/92)   83.393  (m)          273.60   (f) ADJ UNCH    1 2
 BG2640
 BG2640.Superseded values are not recommended for survey control.
 BG2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2640.See file dsdata.txt to determine how the superseded data were derived.
 BG2640
 BG2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV259169(NAD 83)
 BG2640_MARKER: DB = BENCH MARK DISK
 BG2640_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG2640_SP_SET: BUILDING
 BG2640_STAMPING: ELEV 273.576 FT A 11 1918
 BG2640_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2640
 BG2640  HISTORY     - Date     Condition        Report By
 BG2640  HISTORY     - 1918     MONUMENTED       CGS
 BG2640  HISTORY     - 1955     GOOD             NGS
 BG2640  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BG2640
 BG2640                          STATION DESCRIPTION
 BG2640
 BG2640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2640'AT BAY MINETTE.
 BG2640'AT BAY MINETTE, AT THE COURT HOUSE, SET VERTICALLY IN THE
 BG2640'EAST FACE OF A LOW 6-CORNERED TOWER PART OF COURT HOUSE WHICH
 BG2640'IS NEAR THE EAST CORNER OF COURTHOUSE, 1.3 FEET NORTH OF SOUTHEAST
 BG2640'CORNER OF TOWER AND 2.1 FEET ABOVE GROUND.
 BG2640
 BG2640                          STATION RECOVERY (1985)
 BG2640
 BG2640'RECOVERY NOTE BY US POWER SQUADRON 1985
 BG2640'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0394 ***********************************************************************
 CO0394  DESIGNATION -  A 110
 CO0394  PID         -  CO0394
 CO0394  STATE/COUNTY-  AL/CHOCTAW
 CO0394  USGS QUAD   -  BUTLER (1986)
 CO0394
 CO0394                         *CURRENT SURVEY CONTROL
 CO0394  ___________________________________________________________________
 CO0394* NAD 83(1986)-  32 05 12.     (N)    088 13 44.     (W)     SCALED    
 CO0394* NAVD 88     -        35.309  (meters)     115.84   (feet)  ADJUSTED  
 CO0394  ___________________________________________________________________
 CO0394  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CO0394  DYNAMIC HT  -          35.268 (meters)     115.71  (feet)  COMP
 CO0394  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 CO0394
 CO0394  VERT ORDER  -  SECOND    CLASS 0
 CO0394
 CO0394.The horizontal coordinates were scaled from a topographic map and have
 CO0394.an estimated accuracy of +/- 6 seconds.
 CO0394
 CO0394.The orthometric height was determined by differential leveling
 CO0394.and adjusted by the National Geodetic Survey in June 1991..
 CO0394
 CO0394.The geoid height was determined by GEOID03.
 CO0394
 CO0394.The dynamic height is computed by dividing the NAVD 88
 CO0394.geopotential number by the normal gravity value computed on the
 CO0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0394.degrees latitude (g = 980.6199 gals.).
 CO0394
 CO0394.The modeled gravity was interpolated from observed gravity values.
 CO0394
 CO0394;                    North         East    Units  Estimated Accuracy
 CO0394;SPC AL W     -   231,570.      531,190.      MT  (+/- 180 meters Scaled)
 CO0394
 CO0394                          SUPERSEDED SURVEY CONTROL
 CO0394
 CO0394  NGVD 29 (??/??/92)   35.294  (m)          115.79   (f) ADJ UNCH    2 0
 CO0394
 CO0394.Superseded values are not recommended for survey control.
 CO0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0394.See file dsdata.txt to determine how the superseded data were derived.
 CO0394
 CO0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA840507(NAD 83)
 CO0394_MARKER: DB = BENCH MARK DISK
 CO0394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0394_SP_SET: BRIDGE
 CO0394_STAMPING: A 110 1935
 CO0394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0394
 CO0394  HISTORY     - Date     Condition        Report By
 CO0394  HISTORY     - 1935     MONUMENTED       CGS
 CO0394
 CO0394                          STATION DESCRIPTION
 CO0394
 CO0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0394'0.6 MI W FROM BUTLER.
 CO0394'0.6 MILES WEST OF COURTHOUSE AT BUTLER.  STANDARD DISK SET IN CONCRETE
 CO0394'BRIDGE, STAMPED A 110 1935.  ALONG STATE HIGHWAY 10.  IN THE NORTHWEST
 CO0394'CORNER OF A CONCRETE BRIDGE ACROSS A CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1838 ***********************************************************************
 CN1838  DESIGNATION -  A 111
 CN1838  PID         -  CN1838
 CN1838  STATE/COUNTY-  AL/DALLAS
 CN1838  USGS QUAD   -  BROWNS (1968)
 CN1838
 CN1838                         *CURRENT SURVEY CONTROL
 CN1838  ___________________________________________________________________
 CN1838* NAD 83(1986)-  32 26 07.     (N)    087 17 38.     (W)     SCALED    
 CN1838* NAVD 88     -        55.003  (meters)     180.46   (feet)  ADJUSTED  
 CN1838  ___________________________________________________________________
 CN1838  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CN1838  DYNAMIC HT  -          54.939 (meters)     180.25  (feet)  COMP
 CN1838  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 CN1838
 CN1838  VERT ORDER  -  FIRST     CLASS II
 CN1838
 CN1838.The horizontal coordinates were scaled from a topographic map and have
 CN1838.an estimated accuracy of +/- 6 seconds.
 CN1838
 CN1838.The orthometric height was determined by differential leveling
 CN1838.and adjusted by the National Geodetic Survey in June 1991..
 CN1838
 CN1838.The geoid height was determined by GEOID03.
 CN1838
 CN1838.The dynamic height is computed by dividing the NAVD 88
 CN1838.geopotential number by the normal gravity value computed on the
 CN1838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1838.degrees latitude (g = 980.6199 gals.).
 CN1838
 CN1838.The modeled gravity was interpolated from observed gravity values.
 CN1838
 CN1838;                    North         East    Units  Estimated Accuracy
 CN1838;SPC AL W     -   270,010.      619,380.      MT  (+/- 180 meters Scaled)
 CN1838
 CN1838                          SUPERSEDED SURVEY CONTROL
 CN1838
 CN1838  NGVD 29 (??/??/92)   54.98   (m)          180.4    (f) COMPUTED    1 2
 CN1838
 CN1838.Superseded values are not recommended for survey control.
 CN1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1838.See file dsdata.txt to determine how the superseded data were derived.
 CN1838
 CN1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA723887(NAD 83)
 CN1838_MARKER: DB = BENCH MARK DISK
 CN1838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1838_SP_SET: CULVERT
 CN1838_STAMPING: A 111 1935
 CN1838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1838
 CN1838  HISTORY     - Date     Condition        Report By
 CN1838  HISTORY     - 1935     MONUMENTED       CGS
 CN1838  HISTORY     - 1968     MARK NOT FOUND   NGS
 CN1838
 CN1838                          STATION DESCRIPTION
 CN1838
 CN1838'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN1838'3.3 MI W FROM MARION JUNCTION.
 CN1838'3.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT MARION
 CN1838'JUNCTION, DALLAS COUNTY, AT MASSILLON, AT A ROAD CROSSING, 120 FEET
 CN1838'NORTH OF THE CENTER LINE OF THE TRACK, AT A CONCRETE HIGHWAY CULVERT,
 CN1838'AND IN THE TOP OF THE EAST HEAD WALL.  A STANDARD DISK, STAMPED A 111
 CN1838'1935.  NOTE-- THE ROAD AT THE DESCRIBED LOCATION OF THIS MARK HAS BEEN
 CN1838'WIDENED AND THE CULVERT IN WHICH THE MARK WAS SET HAS EITHER BEEN
 CN1838'COVERED OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1537 ***********************************************************************
 BU1537  DESIGNATION -  A 112
 BU1537  PID         -  BU1537
 BU1537  STATE/COUNTY-  AL/CLARKE
 BU1537  USGS QUAD   -  THOMASVILLE (1986)
 BU1537
 BU1537                         *CURRENT SURVEY CONTROL
 BU1537  ___________________________________________________________________
 BU1537* NAD 83(1986)-  31 54 54.     (N)    087 44 05.     (W)     SCALED    
 BU1537* NAVD 88     -       116.646  (meters)     382.70   (feet)  ADJUSTED  
 BU1537  ___________________________________________________________________
 BU1537  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BU1537  DYNAMIC HT  -         116.509 (meters)     382.25  (feet)  COMP
 BU1537  MODELED GRAV-     979,462.7   (mgal)                       NAVD 88
 BU1537
 BU1537  VERT ORDER  -  FIRST     CLASS II
 BU1537
 BU1537.The horizontal coordinates were scaled from a topographic map and have
 BU1537.an estimated accuracy of +/- 6 seconds.
 BU1537
 BU1537.The orthometric height was determined by differential leveling
 BU1537.and adjusted by the National Geodetic Survey in June 1991..
 BU1537
 BU1537.The geoid height was determined by GEOID03.
 BU1537
 BU1537.The dynamic height is computed by dividing the NAVD 88
 BU1537.geopotential number by the normal gravity value computed on the
 BU1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1537.degrees latitude (g = 980.6199 gals.).
 BU1537
 BU1537.The modeled gravity was interpolated from observed gravity values.
 BU1537
 BU1537;                    North         East    Units  Estimated Accuracy
 BU1537;SPC AL W     -   212,320.      577,800.      MT  (+/- 180 meters Scaled)
 BU1537
 BU1537                          SUPERSEDED SURVEY CONTROL
 BU1537
 BU1537  NGVD 29 (??/??/92)  116.61   (m)          382.6    (f) COMPUTED    1 2
 BU1537
 BU1537.Superseded values are not recommended for survey control.
 BU1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1537.See file dsdata.txt to determine how the superseded data were derived.
 BU1537
 BU1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA305312(NAD 83)
 BU1537_MARKER: DB = BENCH MARK DISK
 BU1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1537_STAMPING: A 112 1935
 BU1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1537+STABILITY: SURFACE MOTION
 BU1537
 BU1537  HISTORY     - Date     Condition        Report By
 BU1537  HISTORY     - 1935     MONUMENTED       CGS
 BU1537  HISTORY     - 1950     MARK NOT FOUND   NGS
 BU1537
 BU1537                          STATION DESCRIPTION
 BU1537
 BU1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BU1537'IN THOMASVILLE.
 BU1537'ALONG THE SOUTHERN RAILROAD 21 FEET EAST OF THE STATION, AND 36 FEET
 BU1537'NORTH OF THE NORTH END OF THE STATION.  54 FEET SOUTH OF THE CENTER
 BU1537'LINE OF A STREET.
 BU1537
 BU1537                          STATION RECOVERY (1950)
 BU1537
 BU1537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 BU1537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0363 ***********************************************************************
 CO0363  DESIGNATION -  A 114
 CO0363  PID         -  CO0363
 CO0363  STATE/COUNTY-  AL/CHOCTAW
 CO0363  USGS QUAD   -  LAND (1974)
 CO0363
 CO0363                         *CURRENT SURVEY CONTROL
 CO0363  ___________________________________________________________________
 CO0363* NAD 83(1986)-  32 04 07.     (N)    088 20 01.     (W)     SCALED    
 CO0363* NAVD 88     -        81.813  (meters)     268.41   (feet)  ADJUSTED  
 CO0363  ___________________________________________________________________
 CO0363  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CO0363  DYNAMIC HT  -          81.717 (meters)     268.10  (feet)  COMP
 CO0363  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 CO0363
 CO0363  VERT ORDER  -  SECOND    CLASS 0
 CO0363
 CO0363.The horizontal coordinates were scaled from a topographic map and have
 CO0363.an estimated accuracy of +/- 6 seconds.
 CO0363
 CO0363.The orthometric height was determined by differential leveling
 CO0363.and adjusted by the National Geodetic Survey in June 1991..
 CO0363
 CO0363.The geoid height was determined by GEOID03.
 CO0363
 CO0363.The dynamic height is computed by dividing the NAVD 88
 CO0363.geopotential number by the normal gravity value computed on the
 CO0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0363.degrees latitude (g = 980.6199 gals.).
 CO0363
 CO0363.The modeled gravity was interpolated from observed gravity values.
 CO0363
 CO0363;                    North         East    Units  Estimated Accuracy
 CO0363;SPC AL W     -   229,640.      521,290.      MT  (+/- 180 meters Scaled)
 CO0363
 CO0363                          SUPERSEDED SURVEY CONTROL
 CO0363
 CO0363  NGVD 29 (??/??/92)   81.78   (m)          268.3    (f) COMPUTED    2 0
 CO0363
 CO0363.Superseded values are not recommended for survey control.
 CO0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0363.See file dsdata.txt to determine how the superseded data were derived.
 CO0363
 CO0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA741488(NAD 83)
 CO0363_MARKER: DB = BENCH MARK DISK
 CO0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0363_STAMPING: A-114 1935
 CO0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0363+STABILITY: SURFACE MOTION
 CO0363
 CO0363  HISTORY     - Date     Condition        Report By
 CO0363  HISTORY     - 1935     MONUMENTED       CGS
 CO0363  HISTORY     - 1940     GOOD             NGS
 CO0363  HISTORY     - 1973     MARK NOT FOUND   USGS
 CO0363
 CO0363                          STATION DESCRIPTION
 CO0363
 CO0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CO0363'IN WEST BUTLER.
 CO0363'68 FEET WEST OF THE CENTER-LINE OF THE ALABAMA, TENNESSEE AND NORTHERN
 CO0363'RAILROAD TRACKS, 60 FEET SOUTH OF SOUTH END OF STATION, 1 FOOT NORTH
 CO0363'OF A WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD DISK SET IN THE
 CO0363'TOP OF A CONCRETE POST.
 CO0363
 CO0363                          STATION RECOVERY (1973)
 CO0363
 CO0363'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0363'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0194 ***********************************************************************
 BV0194  DESIGNATION -  A 115
 BV0194  PID         -  BV0194
 BV0194  STATE/COUNTY-  AL/WASHINGTON
 BV0194  USGS QUAD   -  FRUITDALE (1974)
 BV0194
 BV0194                         *CURRENT SURVEY CONTROL
 BV0194  ___________________________________________________________________
 BV0194* NAD 83(1986)-  31 17 21.     (N)    088 23 15.     (W)     SCALED    
 BV0194* NAVD 88     -        52.082  (meters)     170.87   (feet)  POSTED    
 BV0194  ___________________________________________________________________
 BV0194  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BV0194  DYNAMIC HT  -          52.020 (meters)     170.67  (feet)  COMP
 BV0194  MODELED GRAV-     979,402.2   (mgal)                       NAVD 88
 BV0194
 BV0194  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0194
 BV0194.The horizontal coordinates were scaled from a topographic map and have
 BV0194.an estimated accuracy of +/- 6 seconds.
 BV0194
 BV0194.The orthometric height was determined by differential leveling
 BV0194.and adjusted by the National Geodetic Survey in 1992..
 BV0194.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0194.rate of 0.0 thru 1.0 mm/km.
 BV0194
 BV0194.The geoid height was determined by GEOID03.
 BV0194
 BV0194.The dynamic height is computed by dividing the NAVD 88
 BV0194.geopotential number by the normal gravity value computed on the
 BV0194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0194.degrees latitude (g = 980.6199 gals.).
 BV0194
 BV0194.The modeled gravity was interpolated from observed gravity values.
 BV0194
 BV0194;                    North         East    Units  Estimated Accuracy
 BV0194;SPC AL W     -   143,250.      515,500.      MT  (+/- 180 meters Scaled)
 BV0194
 BV0194                          SUPERSEDED SURVEY CONTROL
 BV0194
 BV0194  NGVD 29 (??/??/92)   52.091  (m)          170.90   (f) ADJ UNCH    1 2
 BV0194
 BV0194.Superseded values are not recommended for survey control.
 BV0194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0194.See file dsdata.txt to determine how the superseded data were derived.
 BV0194
 BV0194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV679624(NAD 83)
 BV0194_MARKER: DB = BENCH MARK DISK
 BV0194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0194_STAMPING: A 115 1935
 BV0194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0194+STABILITY: SURFACE MOTION
 BV0194
 BV0194  HISTORY     - Date     Condition        Report By
 BV0194  HISTORY     - 1935     MONUMENTED       CGS
 BV0194  HISTORY     - 1940     GOOD             NGS
 BV0194  HISTORY     - 1974     POOR             USGS
 BV0194
 BV0194                          STATION DESCRIPTION
 BV0194
 BV0194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BV0194'IN ESCATAWPA.
 BV0194'AT ESCATAWPA, WASHINGTON COUNTY, ON THE GULF, MOBILE AND OHIO
 BV0194'RAILROAD, 4 RAILS NORTHWEST OF THE NORTHWEST END OF THE STATION, AT A
 BV0194'ROAD CROSSING, 30 FEET SOUTHEAST OF THE CENTERLINE OF THE ROAD, 27
 BV0194'FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK, AND 22 FEET NORTHWEST
 BV0194'OF A RIGHT-OF-WAY FENCE CORNER, AND SET IN THE TOP OF A CONCRETE POST.
 BV0194
 BV0194                          STATION RECOVERY (1974)
 BV0194
 BV0194'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BV0194'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG0097 ***********************************************************************
 BG0097  DESIGNATION -  A 115
 BG0097  PID         -  BG0097
 BG0097  STATE/COUNTY-  AL/BALDWIN
 BG0097  USGS QUAD   -  SEMINOLE (1987)
 BG0097
 BG0097                         *CURRENT SURVEY CONTROL
 BG0097  ___________________________________________________________________
 BG0097* NAD 83(1986)-  30 31 10.     (N)    087 28 55.     (W)     SCALED    
 BG0097* NAVD 88     -        30.503  (meters)     100.08   (feet)  ADJUSTED  
 BG0097  ___________________________________________________________________
 BG0097  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BG0097  DYNAMIC HT  -          30.464 (meters)      99.95  (feet)  COMP
 BG0097  MODELED GRAV-     979,339.2   (mgal)                       NAVD 88
 BG0097
 BG0097  VERT ORDER  -  FIRST     CLASS I
 BG0097
 BG0097.The horizontal coordinates were scaled from a topographic map and have
 BG0097.an estimated accuracy of +/- 6 seconds.
 BG0097
 BG0097.The orthometric height was determined by differential leveling
 BG0097.and adjusted by the National Geodetic Survey in June 1991..
 BG0097
 BG0097.The geoid height was determined by GEOID03.
 BG0097
 BG0097.The dynamic height is computed by dividing the NAVD 88
 BG0097.geopotential number by the normal gravity value computed on the
 BG0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG0097.degrees latitude (g = 980.6199 gals.).
 BG0097
 BG0097.The modeled gravity was interpolated from observed gravity values.
 BG0097
 BG0097;                    North         East    Units  Estimated Accuracy
 BG0097;SPC AL W     -    57,580.      601,730.      MT  (+/- 180 meters Scaled)
 BG0097
 BG0097                          SUPERSEDED SURVEY CONTROL
 BG0097
 BG0097  NGVD 29 (??/??/??)   30.452  (m)           99.91   (f) ADJUSTED    1 1
 BG0097
 BG0097.Superseded values are not recommended for survey control.
 BG0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG0097.See file dsdata.txt to determine how the superseded data were derived.
 BG0097
 BG0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU537764(NAD 83)
 BG0097_MARKER: DB = BENCH MARK DISK
 BG0097_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG0097_SP_SET: CULVERT
 BG0097_STAMPING: A 115 1935
 BG0097_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG0097
 BG0097  HISTORY     - Date     Condition        Report By
 BG0097  HISTORY     - 1935     MONUMENTED       CGS
 BG0097  HISTORY     - 1968     GOOD             NGS
 BG0097  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BG0097
 BG0097                          STATION DESCRIPTION
 BG0097
 BG0097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG0097'14.8 MI SE FROM ROBERTSDALE.
 BG0097'14.85 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE
 BG0097'AND NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, 0.4 MILE NORTHWEST
 BG0097'OF THE JUNCTION OF A BLACKTOP ROAD LEADING SOUTHEAST TO THE
 BG0097'FIRST BAPTIST CHURCH AT SEMINOLE, SET IN THE CENTER OF THE TOP
 BG0097'OF THE SOUTHWEST HEAD WALL OF A 2-FOOT CONCRETE BOX CULVERT
 BG0097'UNDER THE HIGHWAY, 17.0 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BG0097'HIGHWAY, 80 YARDS SOUTHEAST OF AND ACROSS THE HIGHWAY FROM A
 BG0097'WELCOME TO ALABAMA MARBLE MONUMENT.  ALSO 1.05 MILES WEST OF THE
 BG0097'SOUTHWEST END OF THE HIGHWAY BRIDGE OVER STYX RIVER.  SEC 17,
 BG0097'T6S, R6E.
 BG0097
 BG0097                          STATION RECOVERY (1987)
 BG0097
 BG0097'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG0097'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1478 ***********************************************************************
 BU1478  DESIGNATION -  A 116
 BU1478  PID         -  BU1478
 BU1478  STATE/COUNTY-  AL/BALDWIN
 BU1478  USGS QUAD   -  VAUGHN (1983)
 BU1478
 BU1478                         *CURRENT SURVEY CONTROL
 BU1478  ___________________________________________________________________
 BU1478* NAD 83(1986)-  31 07 12.     (N)    087 49 33.     (W)     SCALED    
 BU1478* NAVD 88     -        39.490  (meters)     129.56   (feet)  ADJUSTED  
 BU1478  ___________________________________________________________________
 BU1478  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BU1478  DYNAMIC HT  -          39.440 (meters)     129.40  (feet)  COMP
 BU1478  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 BU1478
 BU1478  VERT ORDER  -  SECOND    CLASS 0
 BU1478
 BU1478.The horizontal coordinates were scaled from a topographic map and have
 BU1478.an estimated accuracy of +/- 6 seconds.
 BU1478
 BU1478.The orthometric height was determined by differential leveling
 BU1478.and adjusted by the National Geodetic Survey in June 1991..
 BU1478
 BU1478.The geoid height was determined by GEOID03.
 BU1478
 BU1478.The dynamic height is computed by dividing the NAVD 88
 BU1478.geopotential number by the normal gravity value computed on the
 BU1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1478.degrees latitude (g = 980.6199 gals.).
 BU1478
 BU1478.The modeled gravity was interpolated from observed gravity values.
 BU1478
 BU1478;                    North         East    Units  Estimated Accuracy
 BU1478;SPC AL W     -   124,200.      568,920.      MT  (+/- 180 meters Scaled)
 BU1478
 BU1478                          SUPERSEDED SURVEY CONTROL
 BU1478
 BU1478  NGVD 29 (??/??/92)   39.457  (m)          129.45   (f) ADJ UNCH    2 0
 BU1478
 BU1478.Superseded values are not recommended for survey control.
 BU1478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1478.See file dsdata.txt to determine how the superseded data were derived.
 BU1478
 BU1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV212431(NAD 83)
 BU1478_MARKER: DB = BENCH MARK DISK
 BU1478_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1478_SP_SET: CULVERT
 BU1478_STAMPING: A 116 1935
 BU1478_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU1478+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU1478
 BU1478  HISTORY     - Date     Condition        Report By
 BU1478  HISTORY     - 1935     MONUMENTED       CGS
 BU1478  HISTORY     - 1955     GOOD             NGS
 BU1478  HISTORY     - 20030807 MARK NOT FOUND   USPSQD
 BU1478  HISTORY     - 20040412 GOOD             ALHD
 BU1478
 BU1478                          STATION DESCRIPTION
 BU1478
 BU1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1478'7.7 MI N FROM STOCKTON.
 BU1478'7.7 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE SCHOOL AT STOCKTON,
 BU1478'1.55 MILES NORTH OF LATHAM METHODIST CHURCH, 0.75 MILE SOUTH OF THE
 BU1478'BRIDGE OVER MAJORS CREEK, 61 1/2 FEET EAST OF THE CENTER LINE OF THE
 BU1478'HIGHWAY, 216 FEET NORTH OF A POWER POLE WITH BRANCH LINE, 63- FEET
 BU1478'SOUTH OF THE SOUTHWEST CORNER OF THE LAWN AROUND A WHITE FRAME HOUSE,
 BU1478'IN THE TOP AND 1.8 FEET NORTH OF THE SOUTH END OF THE WEST HEAD WALL
 BU1478'OF A 24-INCH PIPE CULVERT UNDER THE OLD HIGHWAY AND ABOUT ONE FOOT
 BU1478'LOWER THAN THE NEW HIGHWAY.
 BU1478
 BU1478                          STATION RECOVERY (2003)
 BU1478
 BU1478'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BU1478'DID NOT FIND WEST HEAD WALL OR CULVERT. THE PRESENT ROAD PROBABLY
 BU1478'REPLACED AN OLDER ONE CHANGING THE GROUND PROFILE CONSIDERABLY.THE
 BU1478'HOUSE APPEARS TO UNINHABITED BY THE APPEARANCE OF THE AREA.
 BU1478
 BU1478                          STATION RECOVERY (2004)
 BU1478
 BU1478'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004
 BU1478'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2089 ***********************************************************************
 BU2089  DESIGNATION -  A 117 RESET
 BU2089  PID         -  BU2089
 BU2089  STATE/COUNTY-  AL/CLARKE
 BU2089  USGS QUAD   -  WHATLEY (1972)
 BU2089
 BU2089                         *CURRENT SURVEY CONTROL
 BU2089  ___________________________________________________________________
 BU2089* NAD 83(1986)-  31 38 49.     (N)    087 42 16.     (W)     SCALED    
 BU2089* NAVD 88     -        51.41   (meters)     168.7    (feet)  RESET     
 BU2089  ___________________________________________________________________
 BU2089  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BU2089
 BU2089  VERT ORDER  -  THIRD
 BU2089
 BU2089.The horizontal coordinates were scaled from a topographic map and have
 BU2089.an estimated accuracy of +/- 6 seconds.
 BU2089
 BU2089.The orthometric height was computed from unverified reset data.
 BU2089.No vertical observational check was made to the station.
 BU2089
 BU2089.The geoid height was determined by GEOID03.
 BU2089
 BU2089;                    North         East    Units  Estimated Accuracy
 BU2089;SPC AL W     -   182,600.      580,610.      MT  (+/- 180 meters Scaled)
 BU2089
 BU2089                          SUPERSEDED SURVEY CONTROL
 BU2089
 BU2089  NGVD 29 (11/20/03)   51.38   (m)          168.6    (f) RESET       3  
 BU2089
 BU2089.Superseded values are not recommended for survey control.
 BU2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2089.See file dsdata.txt to determine how the superseded data were derived.
 BU2089
 BU2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA332015(NAD 83)
 BU2089_MARKER: DV = VERTICAL CONTROL DISK
 BU2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2089_SP_SET: CONCRETE POST
 BU2089_STAMPING: A 117 RESET 1982
 BU2089_MARK LOGO: NGS   
 BU2089_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2089+STABILITY: SURFACE MOTION
 BU2089
 BU2089  HISTORY     - Date     Condition        Report By
 BU2089  HISTORY     - 1982     MONUMENTED       NGS
 BU2089
 BU2089                          STATION DESCRIPTION
 BU2089
 BU2089'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BU2089'IN WHATLEY, AT THE FIRST POWER POLE NORTHWEST OF THE NORTHWEST END OF
 BU2089'NEW CONCRETE BRIDGE ON U.S. HIGHWAY 84 OVER THE SOUTHERN RAILROAD,
 BU2089'86.5 FT (26.4 M) SOUTH OF THE CENTER OF HIGHWAY, 140.0 FT (42.7 M)
 BU2089'NORTH OF THE NORTHWEST CORNER OF STORE, 17.0 FT (5.2 M) EAST OF THE
 BU2089'CENTER OF GRAVEL DRIVE TO STORE, 2.2 FT (0.7 M) EAST OF A POWER POLE
 BU2089'WITH TRANSFORMER ATTACHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0191 ***********************************************************************
 BV0191  DESIGNATION -  A 118
 BV0191  PID         -  BV0191
 BV0191  STATE/COUNTY-  AL/WASHINGTON
 BV0191  USGS QUAD   -  WAGARVILLE (1982)
 BV0191
 BV0191                         *CURRENT SURVEY CONTROL
 BV0191  ___________________________________________________________________
 BV0191* NAD 83(1986)-  31 26 17.     (N)    088 01 20.     (W)     SCALED    
 BV0191* NAVD 88     -        16.238  (meters)      53.27   (feet)  ADJUSTED  
 BV0191  ___________________________________________________________________
 BV0191  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BV0191  DYNAMIC HT  -          16.219 (meters)      53.21  (feet)  COMP
 BV0191  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 BV0191
 BV0191  VERT ORDER  -  FIRST     CLASS II
 BV0191
 BV0191.The horizontal coordinates were scaled from a topographic map and have
 BV0191.an estimated accuracy of +/- 6 seconds.
 BV0191
 BV0191.The orthometric height was determined by differential leveling
 BV0191.and adjusted by the National Geodetic Survey in June 1991..
 BV0191.WARNING-Repeat measurements at this control monument indicate possible
 BV0191.vertical movement.
 BV0191
 BV0191.The geoid height was determined by GEOID03.
 BV0191
 BV0191.The dynamic height is computed by dividing the NAVD 88
 BV0191.geopotential number by the normal gravity value computed on the
 BV0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0191.degrees latitude (g = 980.6199 gals.).
 BV0191
 BV0191.The modeled gravity was interpolated from observed gravity values.
 BV0191
 BV0191;                    North         East    Units  Estimated Accuracy
 BV0191;SPC AL W     -   159,540.      550,360.      MT  (+/- 180 meters Scaled)
 BV0191
 BV0191                          SUPERSEDED SURVEY CONTROL
 BV0191
 BV0191  NGVD 29 (??/??/92)   16.23   (m)           53.2    (f) COMPUTED    1 2
 BV0191
 BV0191.Superseded values are not recommended for survey control.
 BV0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0191.See file dsdata.txt to determine how the superseded data were derived.
 BV0191
 BV0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV028786(NAD 83)
 BV0191_MARKER: DB = BENCH MARK DISK
 BV0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0191_STAMPING: A 118 1935
 BV0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0191+STABILITY: SURFACE MOTION
 BV0191
 BV0191  HISTORY     - Date     Condition        Report By
 BV0191  HISTORY     - 1935     MONUMENTED       CGS
 BV0191  HISTORY     - 1951     GOOD             NGS
 BV0191
 BV0191                          STATION DESCRIPTION
 BV0191
 BV0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BV0191'1.8 MI W FROM WAGAR.
 BV0191'ABOUT 1.8 MILES WEST ALONG A GRADED ROAD FROM THE SOUTHERN RAILWAY
 BV0191'STATION AT WAGER, ABOUT 0.5 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM
 BV0191'THE JUNCTION OF U.S.HIGHWAY 43 AT WAGARVILLE, AT THE JUNCTION OF A
 BV0191'ROAD LEADING SOUTHEAST TO CORTELYOU, 48 FEET NORTHEAST OF CENTER LINE
 BV0191'OF ROAD SOUTHEAST, 25 FEET SOUTH OF CENTER LINE OF ROAD EAST TO WAGAR,
 BV0191'ABOUT LEVEL WITH ROADS AND SET IN THE TOP OF A CONCRETE POST
 BV0191'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0164 ***********************************************************************
 BV0164  DESIGNATION -  A 119
 BV0164  PID         -  BV0164
 BV0164  STATE/COUNTY-  AL/WASHINGTON
 BV0164  USGS QUAD   -  VINEGAR BEND (1974)
 BV0164
 BV0164                         *CURRENT SURVEY CONTROL
 BV0164  ___________________________________________________________________
 BV0164* NAD 83(1986)-  31 16 46.     (N)    088 21 41.     (W)     SCALED    
 BV0164* NAVD 88     -        50.071  (meters)     164.27   (feet)  POSTED    
 BV0164  ___________________________________________________________________
 BV0164  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BV0164  DYNAMIC HT  -          50.010 (meters)     164.07  (feet)  COMP
 BV0164  MODELED GRAV-     979,401.1   (mgal)                       NAVD 88
 BV0164
 BV0164  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BV0164
 BV0164.The horizontal coordinates were scaled from a topographic map and have
 BV0164.an estimated accuracy of +/- 6 seconds.
 BV0164
 BV0164.The orthometric height was determined by differential leveling
 BV0164.and adjusted by the National Geodetic Survey in 1992..
 BV0164.No vertical observational check was made to the station.
 BV0164.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BV0164.was located on a no-check spur therefore a value was not computed.
 BV0164
 BV0164.The geoid height was determined by GEOID03.
 BV0164
 BV0164.The dynamic height is computed by dividing the NAVD 88
 BV0164.geopotential number by the normal gravity value computed on the
 BV0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0164.degrees latitude (g = 980.6199 gals.).
 BV0164
 BV0164.The modeled gravity was interpolated from observed gravity values.
 BV0164
 BV0164;                    North         East    Units  Estimated Accuracy
 BV0164;SPC AL W     -   142,150.      517,980.      MT  (+/- 180 meters Scaled)
 BV0164
 BV0164                          SUPERSEDED SURVEY CONTROL
 BV0164
 BV0164.No superseded survey control is available for this station.
 BV0164
 BV0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV704613(NAD 83)
 BV0164_MARKER: DB = BENCH MARK DISK
 BV0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0164_STAMPING: A-119 1940
 BV0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0164+STABILITY: SURFACE MOTION
 BV0164
 BV0164  HISTORY     - Date     Condition        Report By
 BV0164  HISTORY     - 1940     MONUMENTED       CGS
 BV0164
 BV0164                          STATION DESCRIPTION
 BV0164
 BV0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BV0164'1.8 MI SE FROM ESCATAWPA.
 BV0164'1.8 MILES SOUTH-EAST ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 BV0164'STATION AT ESCATAWPA, 40 FEET EAST OF MILE-POST NO. 49, 50 FEET EAST
 BV0164'OF THE CENTERLINE OF THE TRACKS, SET IN LINE WITH THE TELEGRAPH POLES.
 BV0164'A STANDARD DISK STAMPED A-119 1940 AND SET IN THE TOP OF A CONCRETE
 BV0164'POST 0.3 FOOT HIGH, 1 FOOT SOUTH OF A WHITE MARKER STENCILED U.S.B.M.
 BV0164'MARK WAS POURED IN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0890 ***********************************************************************
 EE0890  DESIGNATION -  A 12
 EE0890  PID         -  EE0890
 EE0890  STATE/COUNTY-  AL/JACKSON
 EE0890  USGS QUAD   -  EUREKA (1974)
 EE0890
 EE0890                         *CURRENT SURVEY CONTROL
 EE0890  ___________________________________________________________________
 EE0890* NAD 83(1986)-  34 56 11.     (N)    085 54 53.     (W)     SCALED    
 EE0890* NAVD 88     -       191.326  (meters)     627.71   (feet)  ADJUSTED  
 EE0890  ___________________________________________________________________
 EE0890  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE0890  DYNAMIC HT  -         191.140 (meters)     627.10  (feet)  COMP
 EE0890  MODELED GRAV-     979,655.6   (mgal)                       NAVD 88
 EE0890
 EE0890  VERT ORDER  -  FIRST     CLASS II
 EE0890
 EE0890.The horizontal coordinates were scaled from a topographic map and have
 EE0890.an estimated accuracy of +/- 6 seconds.
 EE0890
 EE0890.The orthometric height was determined by differential leveling
 EE0890.and adjusted by the National Geodetic Survey in June 1991..
 EE0890
 EE0890.The geoid height was determined by GEOID03.
 EE0890
 EE0890.The dynamic height is computed by dividing the NAVD 88
 EE0890.geopotential number by the normal gravity value computed on the
 EE0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0890.degrees latitude (g = 980.6199 gals.).
 EE0890
 EE0890.The modeled gravity was interpolated from observed gravity values.
 EE0890
 EE0890;                    North         East    Units  Estimated Accuracy
 EE0890;SPC AL E     -   491,980.      192,570.      MT  (+/- 180 meters Scaled)
 EE0890
 EE0890                          SUPERSEDED SURVEY CONTROL
 EE0890
 EE0890  NGVD 29 (??/??/92)  191.309  (m)          627.65   (f) ADJ UNCH    1 2
 EE0890
 EE0890.Superseded values are not recommended for survey control.
 EE0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0890.See file dsdata.txt to determine how the superseded data were derived.
 EE0890
 EE0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED991665(NAD 83)
 EE0890_MARKER: DB = BENCH MARK DISK
 EE0890_SETTING: 66 = SET IN ROCK OUTCROP
 EE0890_SP_SET: ROCK OUTCROP
 EE0890_STAMPING: A 12 1930 627.925
 EE0890_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0890+STABILITY: POSITION/ELEVATION WELL
 EE0890_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE0890+SATELLITE: SATELLITE OBSERVATIONS - May 23, 2005
 EE0890
 EE0890  HISTORY     - Date     Condition        Report By
 EE0890  HISTORY     - 1930     MONUMENTED       CGS
 EE0890  HISTORY     - 1964     GOOD             NGS
 EE0890  HISTORY     - 20040412 GOOD             ALHD
 EE0890  HISTORY     - 20050523 GOOD             ALHD
 EE0890
 EE0890                          STATION DESCRIPTION
 EE0890
 EE0890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EE0890'0.3 MI NNW FROM BASS CROSSING.
 EE0890'ABOUT 7.2 MILES NW ALONG NO. 117 ALABAMA HWY. FROM THE HEART OF
 EE0890'STEVENSON TO BASS CROSSING, THENCE 0.3 MILE NNW ALONG LOUISVILLE
 EE0890'AND NASHVILLE RAILROAD TO S END OF ROCK CUT, THENCE ABOUT 120
 EE0890'YARDS NW THRU WOODS TO W POINT OF ROCKY HILL AND THE MARK, ABOUT
 EE0890'90 YARDS W OF R.R. TRACK, 64 FEET E OF CENTER LINE OF ABANDONED
 EE0890'R.R. ROADBED, ABOUT 4 FEET HIGHER THAN SAME, AT S END OF SIDEHILL
 EE0890'CUT OF THE OLD ROADBED, 66 FEET NW OF TRIANGLE BLAZE ON AN 18-INCH
 EE0890'CEDAR TREE, 54 FEET WNW OF TRIANGLE BLAZE ON 3-FOOT WALNUT TREE,
 EE0890'1.0 FEET S OF N EDGE AND 0.7 FOOT E OF W EDGE OF ROUGHLY 7-FOOT
 EE0890'HALF CIRCLE OF OUTCROP ROCK THAT IS ABOUT 1.5 FEET HIGH ON THE
 EE0890'DOWNHILL OR SW SIDE.
 EE0890
 EE0890                          STATION RECOVERY (2004)
 EE0890
 EE0890'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 EE0890'RECOVERED IN GOOD CONDITION.
 EE0890
 EE0890                          STATION RECOVERY (2005)
 EE0890
 EE0890'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EE0890'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0005 ***********************************************************************
 BH0005  DESIGNATION -  A 120
 BH0005  PID         -  BH0005
 BH0005  STATE/COUNTY-  AL/MOBILE
 BH0005  USGS QUAD   -  CHUNCHULA (1985)
 BH0005
 BH0005                         *CURRENT SURVEY CONTROL
 BH0005  ___________________________________________________________________
 BH0005* NAD 83(1986)-  30 57 04.     (N)    088 13 09.     (W)     SCALED    
 BH0005* NAVD 88     -        27.899  (meters)      91.53   (feet)  POSTED    
 BH0005  ___________________________________________________________________
 BH0005  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 BH0005  DYNAMIC HT  -          27.860 (meters)      91.40  (feet)  COMP
 BH0005  MODELED GRAV-     979,357.1   (mgal)                       NAVD 88
 BH0005
 BH0005  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0005
 BH0005.The horizontal coordinates were scaled from a topographic map and have
 BH0005.an estimated accuracy of +/- 6 seconds.
 BH0005
 BH0005.The orthometric height was determined by differential leveling
 BH0005.and adjusted by the National Geodetic Survey in 1992..
 BH0005.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0005.rate of 0.0 thru 1.0 mm/km.
 BH0005
 BH0005.The geoid height was determined by GEOID03.
 BH0005
 BH0005.The dynamic height is computed by dividing the NAVD 88
 BH0005.geopotential number by the normal gravity value computed on the
 BH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0005.degrees latitude (g = 980.6199 gals.).
 BH0005
 BH0005.The modeled gravity was interpolated from observed gravity values.
 BH0005
 BH0005;                    North         East    Units  Estimated Accuracy
 BH0005;SPC AL W     -   105,660.      531,290.      MT  (+/- 180 meters Scaled)
 BH0005
 BH0005                          SUPERSEDED SURVEY CONTROL
 BH0005
 BH0005  NGVD 29 (??/??/??)   27.928  (m)           91.63   (f) ADJUSTED    1 2
 BH0005
 BH0005.Superseded values are not recommended for survey control.
 BH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0005.See file dsdata.txt to determine how the superseded data were derived.
 BH0005
 BH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV835248(NAD 83)
 BH0005_MARKER: DB = BENCH MARK DISK
 BH0005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0005_STAMPING: A-120 1940
 BH0005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0005+STABILITY: SURFACE MOTION
 BH0005
 BH0005  HISTORY     - Date     Condition        Report By
 BH0005  HISTORY     - 1940     MONUMENTED       CGS
 BH0005
 BH0005                          STATION DESCRIPTION
 BH0005
 BH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BH0005'2.5 MI NW FROM CHUNCHULA.
 BH0005'2.5 MILES NORTH-WEST ALONG GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH0005'STATION AT CHUNCHULA, AT MILE-POST NO. 21, 69 FEET NORTH-EAST OF
 BH0005'CENTER-LINE OF TRACK, 11.9 FEET NORTH-EAST OF A TELEGRAPH POLE, ABOUT
 BH0005'1/2 WAY BETWEEN BRIDGES NO. 20.94 AND NO. 21.05, 1.2 FEET SOUTH-WEST
 BH0005'OF A WHITE MARKER POST STENCILED U.S.B.M.  MARK SET FLUSH WITH GROUND.
 BH0005'STANDARD DISK STAMPED A-120 1940.  MARK POURED IN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0361 ***********************************************************************
 CO0361  DESIGNATION -  A 121
 CO0361  PID         -  CO0361
 CO0361  STATE/COUNTY-  AL/CHOCTAW
 CO0361  USGS QUAD   -  LAND (1974)
 CO0361
 CO0361                         *CURRENT SURVEY CONTROL
 CO0361  ___________________________________________________________________
 CO0361* NAD 83(1986)-  32 06 41.     (N)    088 19 55.     (W)     SCALED    
 CO0361* NAVD 88     -        63.529  (meters)     208.43   (feet)  ADJUSTED  
 CO0361  ___________________________________________________________________
 CO0361  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CO0361  DYNAMIC HT  -          63.455 (meters)     208.19  (feet)  COMP
 CO0361  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 CO0361
 CO0361  VERT ORDER  -  SECOND    CLASS 0
 CO0361
 CO0361.The horizontal coordinates were scaled from a topographic map and have
 CO0361.an estimated accuracy of +/- 6 seconds.
 CO0361
 CO0361.The orthometric height was determined by differential leveling
 CO0361.and adjusted by the National Geodetic Survey in June 1991..
 CO0361
 CO0361.The geoid height was determined by GEOID03.
 CO0361
 CO0361.The dynamic height is computed by dividing the NAVD 88
 CO0361.geopotential number by the normal gravity value computed on the
 CO0361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0361.degrees latitude (g = 980.6199 gals.).
 CO0361
 CO0361.The modeled gravity was interpolated from observed gravity values.
 CO0361
 CO0361;                    North         East    Units  Estimated Accuracy
 CO0361;SPC AL W     -   234,380.      521,490.      MT  (+/- 180 meters Scaled)
 CO0361
 CO0361                          SUPERSEDED SURVEY CONTROL
 CO0361
 CO0361  NGVD 29 (??/??/92)   63.51   (m)          208.4    (f) COMPUTED    2 0
 CO0361
 CO0361.Superseded values are not recommended for survey control.
 CO0361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0361.See file dsdata.txt to determine how the superseded data were derived.
 CO0361
 CO0361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA743535(NAD 83)
 CO0361_MARKER: DB = BENCH MARK DISK
 CO0361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0361_STAMPING: A-121 1940
 CO0361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0361+STABILITY: SURFACE MOTION
 CO0361
 CO0361  HISTORY     - Date     Condition        Report By
 CO0361  HISTORY     - 1940     MONUMENTED       CGS
 CO0361  HISTORY     - 1973     MARK NOT FOUND   USGS
 CO0361
 CO0361                          STATION DESCRIPTION
 CO0361
 CO0361'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 CO0361'1.5 MI S FROM RIDERWOOD.
 CO0361'1.5 MILES SOUTH ALONG THE ALABAMA, TENNESSEE AND NORTHERN RAILROAD
 CO0361'FROM THE STATION AT RIDERWOOD, 24.6 FEET EAST OF THE CENTER-LINE OF
 CO0361'THE TRACK, 2.4 FEET SOUTH-EAST OF A TELEGRAPH POLE, 14.8 FEET SOUTH OF
 CO0361'THE CENTER-LINE OF A CROSS ROAD, 44.4 FEET SOUTH-WEST OF CROSSING OF
 CO0361'ROAD AND TRACK, 1.2 FEET EAST OF A WHITE MARKER POST STENCILED
 CO0361'U.S.B.M.  A STANDARD DISK STAMPED A-121 1940 AND SET IN THE TOP OF A
 CO0361'CONCRETE POST 0.2 FEET HIGH.  MARK WAS POURED IN THE FIELD.
 CO0361
 CO0361                          STATION RECOVERY (1973)
 CO0361
 CO0361'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0361'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1184 ***********************************************************************
 BT1184  DESIGNATION -  A 122
 BT1184  PID         -  BT1184
 BT1184  STATE/COUNTY-  AL/GENEVA
 BT1184  USGS QUAD   -  SLOCOMB (1981)
 BT1184
 BT1184                         *CURRENT SURVEY CONTROL
 BT1184  ___________________________________________________________________
 BT1184* NAD 83(1986)-  31 05 56.     (N)    085 36 15.     (W)     SCALED    
 BT1184* NAVD 88     -        81.622  (meters)     267.79   (feet)  ADJUSTED  
 BT1184  ___________________________________________________________________
 BT1184  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BT1184  DYNAMIC HT  -          81.519 (meters)     267.45  (feet)  COMP
 BT1184  MODELED GRAV-     979,377.1   (mgal)                       NAVD 88
 BT1184
 BT1184  VERT ORDER  -  SECOND    CLASS 0
 BT1184
 BT1184.The horizontal coordinates were scaled from a topographic map and have
 BT1184.an estimated accuracy of +/- 6 seconds.
 BT1184
 BT1184.The orthometric height was determined by differential leveling
 BT1184.and adjusted by the National Geodetic Survey in June 1991..
 BT1184
 BT1184.The geoid height was determined by GEOID03.
 BT1184
 BT1184.The dynamic height is computed by dividing the NAVD 88
 BT1184.geopotential number by the normal gravity value computed on the
 BT1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1184.degrees latitude (g = 980.6199 gals.).
 BT1184
 BT1184.The modeled gravity was interpolated from observed gravity values.
 BT1184
 BT1184;                    North         East    Units  Estimated Accuracy
 BT1184;SPC AL E     -    66,420.      221,860.      MT  (+/- 180 meters Scaled)
 BT1184
 BT1184                          SUPERSEDED SURVEY CONTROL
 BT1184
 BT1184  NGVD 29 (??/??/92)   81.709  (m)          268.07   (f) ADJ UNCH    2 0
 BT1184
 BT1184.Superseded values are not recommended for survey control.
 BT1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1184.See file dsdata.txt to determine how the superseded data were derived.
 BT1184
 BT1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV331413(NAD 83)
 BT1184_MARKER: DB = BENCH MARK DISK
 BT1184_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT1184_SP_SET: CULVERT
 BT1184_STAMPING: A 122 1940
 BT1184_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1184
 BT1184  HISTORY     - Date     Condition        Report By
 BT1184  HISTORY     - 1940     MONUMENTED       CGS
 BT1184  HISTORY     - 1955     GOOD             NGS
 BT1184  HISTORY     - 1965     GOOD             DMA
 BT1184
 BT1184                          STATION DESCRIPTION
 BT1184
 BT1184'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BT1184'0.9 MI SW FROM SLOCOMB.
 BT1184'ABOUT 0.9 MILE SOUTHWEST ALONG THE HARTFORD AND SLOCOMB RAILROAD
 BT1184'FROM THE STATION AT SLOCOMB, ABOUT 4 1/2 RAILS NORTHEAST OF A SIGN
 BT1184'STATION ONE MILE, ABOUT 0.15 MILE SOUTHWEST OF A BLACK TOP ROAD
 BT1184'CROSSING, IN THE TOP OF THE BELL ON THE SOUTHEAST END OF A 24-INCH
 BT1184'CONCRETE PIPE CULVERT (NO HEADWALL), 12 FEET SOUTHEAST OF
 BT1184'SOUTHEAST RAIL AND ABOUT 3 FEET BELOW LEVEL OF TRACK.  NOTE-- AMS
 BT1184'REPORT OCT. 1965--STATION WAS RECOVERED AS DESCRIBED, WITH
 BT1184'FOLLOWING ADDITIONS-- 4 1/2 RAILS NE ALONG NW SIDE OF TRACKS FROM
 BT1184'A SIGN S ON SE SIDE OF TRACKS.
 BT1184
 BT1184                          STATION RECOVERY (1965)
 BT1184
 BT1184'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1184'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1653 ***********************************************************************
 DG1653  DESIGNATION -  A 123
 DG1653  PID         -  DG1653
 DG1653  STATE/COUNTY-  AL/RANDOLPH
 DG1653  USGS QUAD   -  MICAVILLE (1976)
 DG1653
 DG1653                         *CURRENT SURVEY CONTROL
 DG1653  ___________________________________________________________________
 DG1653* NAD 83(1986)-  33 27 50.     (N)    085 34 05.     (W)     SCALED    
 DG1653* NAVD 88     -       329.985  (meters)    1082.63   (feet)  ADJUSTED  
 DG1653  ___________________________________________________________________
 DG1653  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG1653  DYNAMIC HT  -         329.618 (meters)    1081.42  (feet)  COMP
 DG1653  MODELED GRAV-     979,514.3   (mgal)                       NAVD 88
 DG1653
 DG1653  VERT ORDER  -  SECOND    CLASS 0
 DG1653
 DG1653.The horizontal coordinates were scaled from a topographic map and have
 DG1653.an estimated accuracy of +/- 6 seconds.
 DG1653
 DG1653.The orthometric height was determined by differential leveling
 DG1653.and adjusted by the National Geodetic Survey in June 1991..
 DG1653
 DG1653.The geoid height was determined by GEOID03.
 DG1653
 DG1653.The dynamic height is computed by dividing the NAVD 88
 DG1653.geopotential number by the normal gravity value computed on the
 DG1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1653.degrees latitude (g = 980.6199 gals.).
 DG1653
 DG1653.The modeled gravity was interpolated from observed gravity values.
 DG1653
 DG1653;                    North         East    Units  Estimated Accuracy
 DG1653;SPC AL E     -   328,670.      224,660.      MT  (+/- 180 meters Scaled)
 DG1653
 DG1653                          SUPERSEDED SURVEY CONTROL
 DG1653
 DG1653  NGVD 29 (??/??/92)  329.925  (m)         1082.43   (f) ADJ UNCH    2 0
 DG1653
 DG1653.Superseded values are not recommended for survey control.
 DG1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1653.See file dsdata.txt to determine how the superseded data were derived.
 DG1653
 DG1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC330036(NAD 83)
 DG1653_MARKER: DB = BENCH MARK DISK
 DG1653_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1653_SP_SET: CULVERT
 DG1653_STAMPING: A 123 1941
 DG1653_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1653
 DG1653  HISTORY     - Date     Condition        Report By
 DG1653  HISTORY     - 1941     MONUMENTED       CGS
 DG1653
 DG1653                          STATION DESCRIPTION
 DG1653
 DG1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DG1653'14 MI NW FROM WEDOWEE.
 DG1653'14 MILES NORTH-WEST ALONG STATE HIGHWAY 37 FROM THE COUNTY
 DG1653'COURT HOUSE AT WEDOWEE, ABOUT 0.15 MILE NORTH-WEST OF THE ROAD
 DG1653'CROSSING AT CREWS STORE, SET IN THE NORTH-EAST HEADWALL OF A
 DG1653'4 X 6 CONCRETE CULVERT UNDER THE HIGHWAY, 18 FEET EAST OF THE
 DG1653'CENTER-LINE OF THE HIGHWAY, ABOUT 3 FEET BELOW ROAD LEVEL, A
 DG1653'STANDARD DISK STAMPED A-123 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0041 ***********************************************************************
 BV0041  DESIGNATION -  A 124
 BV0041  PID         -  BV0041
 BV0041  STATE/COUNTY-  AL/CHOCTAW
 BV0041  USGS QUAD   -  SILAS (1986)
 BV0041
 BV0041                         *CURRENT SURVEY CONTROL
 BV0041  ___________________________________________________________________
 BV0041* NAD 83(1986)-  31 46 30.     (N)    088 19 55.     (W)     SCALED    
 BV0041* NAVD 88     -        51.798  (meters)     169.94   (feet)  ADJUSTED  
 BV0041  ___________________________________________________________________
 BV0041  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BV0041  DYNAMIC HT  -          51.737 (meters)     169.74  (feet)  COMP
 BV0041  MODELED GRAV-     979,456.5   (mgal)                       NAVD 88
 BV0041
 BV0041  VERT ORDER  -  SECOND    CLASS 0
 BV0041
 BV0041.The horizontal coordinates were scaled from a topographic map and have
 BV0041.an estimated accuracy of +/- 6 seconds.
 BV0041
 BV0041.The orthometric height was determined by differential leveling
 BV0041.and adjusted by the National Geodetic Survey in June 1991..
 BV0041
 BV0041.The geoid height was determined by GEOID03.
 BV0041
 BV0041.The dynamic height is computed by dividing the NAVD 88
 BV0041.geopotential number by the normal gravity value computed on the
 BV0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0041.degrees latitude (g = 980.6199 gals.).
 BV0041
 BV0041.The modeled gravity was interpolated from observed gravity values.
 BV0041
 BV0041;                    North         East    Units  Estimated Accuracy
 BV0041;SPC AL W     -   197,080.      521,200.      MT  (+/- 180 meters Scaled)
 BV0041
 BV0041                          SUPERSEDED SURVEY CONTROL
 BV0041
 BV0041  NGVD 29 (??/??/92)   51.795  (m)          169.93   (f) ADJ UNCH    2 0
 BV0041
 BV0041.Superseded values are not recommended for survey control.
 BV0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0041.See file dsdata.txt to determine how the superseded data were derived.
 BV0041
 BV0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA738162(NAD 83)
 BV0041_MARKER: DB = BENCH MARK DISK
 BV0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0041_STAMPING: A-124 1943
 BV0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0041+STABILITY: SURFACE MOTION
 BV0041
 BV0041  HISTORY     - Date     Condition        Report By
 BV0041  HISTORY     - 1943     MONUMENTED       CGS
 BV0041  HISTORY     - 1974     MARK NOT FOUND   USGS
 BV0041
 BV0041                          STATION DESCRIPTION
 BV0041
 BV0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0041'IN BOLINGER.
 BV0041'AT BOLINGER, ALONG THE ALABAMA, TENNESSEE AND NORTHERN RAILROAD, 0.1
 BV0041'MILE SOUTH OF THE POST OFFICE, IN LINE WITH THE ROAD LEADING WEST,
 BV0041'32.4 FEET NORTH OF THE FOURTH TELEGRAPH POLE SOUTH OF THE STATION
 BV0041'SHED, 30 FEET EAST OF THE CENTER-LINE OF THE NORTH-AND SOUTH ROAD,
 BV0041'17.9 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 1 FOOT WEST OF
 BV0041'REFERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE POST
 BV0041'PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 BV0041
 BV0041                          STATION RECOVERY (1974)
 BV0041
 BV0041'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BV0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1619 ***********************************************************************
 BU1619  DESIGNATION -  A 125
 BU1619  PID         -  BU1619
 BU1619  STATE/COUNTY-  AL/CLARKE
 BU1619  USGS QUAD   -  JACKSON (1986)
 BU1619
 BU1619                         *CURRENT SURVEY CONTROL
 BU1619  ___________________________________________________________________
 BU1619* NAD 83(1986)-  31 31 16.     (N)    087 53 45.     (W)     SCALED    
 BU1619* NAVD 88     -        75.006  (meters)     246.08   (feet)  ADJUSTED  
 BU1619  ___________________________________________________________________
 BU1619  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BU1619  DYNAMIC HT  -          74.915 (meters)     245.78  (feet)  COMP
 BU1619  MODELED GRAV-     979,416.8   (mgal)                       NAVD 88
 BU1619
 BU1619  VERT ORDER  -  SECOND    CLASS 0
 BU1619
 BU1619.The horizontal coordinates were scaled from a topographic map and have
 BU1619.an estimated accuracy of +/- 6 seconds.
 BU1619
 BU1619.The orthometric height was determined by differential leveling
 BU1619.and adjusted by the National Geodetic Survey in June 1991..
 BU1619
 BU1619.The geoid height was determined by GEOID03.
 BU1619
 BU1619.The dynamic height is computed by dividing the NAVD 88
 BU1619.geopotential number by the normal gravity value computed on the
 BU1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1619.degrees latitude (g = 980.6199 gals.).
 BU1619
 BU1619.The modeled gravity was interpolated from observed gravity values.
 BU1619
 BU1619;                    North         East    Units  Estimated Accuracy
 BU1619;SPC AL W     -   168,700.      562,410.      MT  (+/- 180 meters Scaled)
 BU1619
 BU1619                          SUPERSEDED SURVEY CONTROL
 BU1619
 BU1619  NGVD 29 (??/??/92)   74.995  (m)          246.05   (f) ADJ UNCH    2 0
 BU1619
 BU1619.Superseded values are not recommended for survey control.
 BU1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1619.See file dsdata.txt to determine how the superseded data were derived.
 BU1619
 BU1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV149877(NAD 83)
 BU1619_MARKER: DB = BENCH MARK DISK
 BU1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1619_STAMPING: A 125 1943
 BU1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1619+STABILITY: SURFACE MOTION
 BU1619
 BU1619  HISTORY     - Date     Condition        Report By
 BU1619  HISTORY     - 1943     MONUMENTED       CGS
 BU1619  HISTORY     - 1951     MARK NOT FOUND   NGS
 BU1619
 BU1619                          STATION DESCRIPTION
 BU1619
 BU1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1619'IN JACKSON.
 BU1619'0.8 MILE NORTH ALONG U. S. HIGHWAY 43 FROM THE POST OFFICE AT JACKSON,
 BU1619'CLARKE COUNTY, AT A T-ROAD INTERSECTION (THE ROAD LEADS NORTHWEST TO
 BU1619'COFFEEVILLE), 125 FEET SOUTH OF A WOCO-PEP SERVICE STATION AND GROCERY
 BU1619'STORE, 37 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, AT A 3-WAY FENCE
 BU1619'CORNER, 1.2 FEET EAST OF THE FENCE, AND 2.3 FEET NORTH OF A WHITE
 BU1619'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 125 1943 AND SET IN
 BU1619'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0177 ***********************************************************************
 BU0177  DESIGNATION -  A 126
 BU0177  PID         -  BU0177
 BU0177  STATE/COUNTY-  AL/CRENSHAW
 BU0177  USGS QUAD   -  FULLERS CROSSROADS (1971)
 BU0177
 BU0177                         *CURRENT SURVEY CONTROL
 BU0177  ___________________________________________________________________
 BU0177* NAD 83(1986)-  31 50 29.     (N)    086 18 15.     (W)     SCALED    
 BU0177* NAVD 88     -       156.882  (meters)     514.70   (feet)  ADJUSTED  
 BU0177  ___________________________________________________________________
 BU0177  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BU0177  DYNAMIC HT  -         156.695 (meters)     514.09  (feet)  COMP
 BU0177  MODELED GRAV-     979,443.2   (mgal)                       NAVD 88
 BU0177
 BU0177  VERT ORDER  -  SECOND    CLASS 0
 BU0177
 BU0177.The horizontal coordinates were scaled from a topographic map and have
 BU0177.an estimated accuracy of +/- 6 seconds.
 BU0177
 BU0177.The orthometric height was determined by differential leveling
 BU0177.and adjusted by the National Geodetic Survey in June 1991..
 BU0177
 BU0177.The geoid height was determined by GEOID03.
 BU0177
 BU0177.The dynamic height is computed by dividing the NAVD 88
 BU0177.geopotential number by the normal gravity value computed on the
 BU0177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0177.degrees latitude (g = 980.6199 gals.).
 BU0177
 BU0177.The modeled gravity was interpolated from observed gravity values.
 BU0177
 BU0177;                    North         East    Units  Estimated Accuracy
 BU0177;SPC AL E     -   148,810.      155,440.      MT  (+/- 180 meters Scaled)
 BU0177
 BU0177                          SUPERSEDED SURVEY CONTROL
 BU0177
 BU0177  NGVD 29 (??/??/92)  156.864  (m)          514.64   (f) ADJ UNCH    2 0
 BU0177
 BU0177.Superseded values are not recommended for survey control.
 BU0177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0177.See file dsdata.txt to determine how the superseded data were derived.
 BU0177
 BU0177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA658230(NAD 83)
 BU0177_MARKER: DB = BENCH MARK DISK
 BU0177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0177_STAMPING: A 126 1943
 BU0177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0177+STABILITY: SURFACE MOTION
 BU0177
 BU0177  HISTORY     - Date     Condition        Report By
 BU0177  HISTORY     - 1943     MONUMENTED       CGS
 BU0177  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0177
 BU0177                          STATION DESCRIPTION
 BU0177
 BU0177'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0177'8.1 MI S FROM HIGHLAND HOME.
 BU0177'8.1 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT HIGHLAND
 BU0177'HOME, CRENSHAW COUNTY, 225 FEET NORTH OF A SMALL FARMHOUSE, 39.6 FEET
 BU0177'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 4.7 FEET NORTHEAST OF A
 BU0177'FENCE CORNER, 2.4 FEET SOUTHEAST OF A FENCE, AND 1.2 FEET SOUTHWEST OF
 BU0177'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 126 1943 AND
 BU0177'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BU0177
 BU0177                          STATION RECOVERY (1969)
 BU0177
 BU0177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0109 ***********************************************************************
 BU0109  DESIGNATION -  A 127
 BU0109  PID         -  BU0109
 BU0109  STATE/COUNTY-  AL/CRENSHAW
 BU0109  USGS QUAD   -  LEON (1971)
 BU0109
 BU0109                         *CURRENT SURVEY CONTROL
 BU0109  ___________________________________________________________________
 BU0109* NAD 83(1986)-  31 31 03.     (N)    086 22 35.     (W)     SCALED    
 BU0109* NAVD 88     -       117.981  (meters)     387.08   (feet)  ADJUSTED  
 BU0109  ___________________________________________________________________
 BU0109  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BU0109  DYNAMIC HT  -         117.838 (meters)     386.61  (feet)  COMP
 BU0109  MODELED GRAV-     979,425.6   (mgal)                       NAVD 88
 BU0109
 BU0109  VERT ORDER  -  SECOND    CLASS 0
 BU0109
 BU0109.The horizontal coordinates were scaled from a topographic map and have
 BU0109.an estimated accuracy of +/- 6 seconds.
 BU0109
 BU0109.The orthometric height was determined by differential leveling
 BU0109.and adjusted by the National Geodetic Survey in June 1991..
 BU0109
 BU0109.The geoid height was determined by GEOID03.
 BU0109
 BU0109.The dynamic height is computed by dividing the NAVD 88
 BU0109.geopotential number by the normal gravity value computed on the
 BU0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0109.degrees latitude (g = 980.6199 gals.).
 BU0109
 BU0109.The modeled gravity was interpolated from observed gravity values.
 BU0109
 BU0109;                    North         East    Units  Estimated Accuracy
 BU0109;SPC AL E     -   112,930.      148,420.      MT  (+/- 180 meters Scaled)
 BU0109
 BU0109                          SUPERSEDED SURVEY CONTROL
 BU0109
 BU0109  NGVD 29 (??/??/92)  117.988  (m)          387.10   (f) ADJ UNCH    2 0
 BU0109
 BU0109.Superseded values are not recommended for survey control.
 BU0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0109.See file dsdata.txt to determine how the superseded data were derived.
 BU0109
 BU0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV592871(NAD 83)
 BU0109_MARKER: DB = BENCH MARK DISK
 BU0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0109_STAMPING: A 127 1943
 BU0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0109+STABILITY: SURFACE MOTION
 BU0109
 BU0109  HISTORY     - Date     Condition        Report By
 BU0109  HISTORY     - 1943     MONUMENTED       CGS
 BU0109  HISTORY     - 1971     MARK NOT FOUND   USGS
 BU0109
 BU0109                          STATION DESCRIPTION
 BU0109
 BU0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0109'2.0 MI N FROM DOZIER.
 BU0109'2.0 MILES NORTH ALONG THE COUNTY ROAD FROM THE STATION AT DOZIER, SET
 BU0109'IN THE EAST CORNER OF A FARM HOUSE YARD LOCATED ON THE INSIDE OF A
 BU0109'CURVE FROM THE WEST TO THE SOUTH, 62.3 FEET EAST OF THE EAST CORNER OF
 BU0109'THE HOUSE, 27.6 FEET WEST OF THE CENTER-LINE OF THE ROAD, 1.2 FEET
 BU0109'EAST OF REFERENCE POST, ABOUT 2 FEET ABOVE ROAD LEVEL.  BENCH MARK
 BU0109'DISK SET IN TOP OF CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE
 BU0109'GROUND.
 BU0109
 BU0109                          STATION RECOVERY (1971)
 BU0109
 BU0109'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BU0109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0127 ***********************************************************************
 BU0127  DESIGNATION -  A 128
 BU0127  PID         -  BU0127
 BU0127  STATE/COUNTY-  AL/CRENSHAW
 BU0127  USGS QUAD   -  LEON (1971)
 BU0127
 BU0127                         *CURRENT SURVEY CONTROL
 BU0127  ___________________________________________________________________
 BU0127* NAD 83(1986)-  31 35 42.     (N)    086 25 55.     (W)     SCALED    
 BU0127* NAVD 88     -        89.152  (meters)     292.49   (feet)  ADJUSTED  
 BU0127  ___________________________________________________________________
 BU0127  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BU0127  DYNAMIC HT  -          89.045 (meters)     292.14  (feet)  COMP
 BU0127  MODELED GRAV-     979,432.8   (mgal)                       NAVD 88
 BU0127
 BU0127  VERT ORDER  -  SECOND    CLASS 0
 BU0127
 BU0127.The horizontal coordinates were scaled from a topographic map and have
 BU0127.an estimated accuracy of +/- 6 seconds.
 BU0127
 BU0127.The orthometric height was determined by differential leveling
 BU0127.and adjusted by the National Geodetic Survey in June 1991..
 BU0127
 BU0127.The geoid height was determined by GEOID03.
 BU0127
 BU0127.The dynamic height is computed by dividing the NAVD 88
 BU0127.geopotential number by the normal gravity value computed on the
 BU0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0127.degrees latitude (g = 980.6199 gals.).
 BU0127
 BU0127.The modeled gravity was interpolated from observed gravity values.
 BU0127
 BU0127;                    North         East    Units  Estimated Accuracy
 BU0127;SPC AL E     -   121,550.      143,190.      MT  (+/- 180 meters Scaled)
 BU0127
 BU0127                          SUPERSEDED SURVEY CONTROL
 BU0127
 BU0127  NGVD 29 (??/??/92)   89.153  (m)          292.50   (f) ADJ UNCH    2 0
 BU0127
 BU0127.Superseded values are not recommended for survey control.
 BU0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0127.See file dsdata.txt to determine how the superseded data were derived.
 BU0127
 BU0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV538956(NAD 83)
 BU0127_MARKER: DB = BENCH MARK DISK
 BU0127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0127_STAMPING: A-128 1943
 BU0127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0127+STABILITY: SURFACE MOTION
 BU0127
 BU0127  HISTORY     - Date     Condition        Report By
 BU0127  HISTORY     - 1943     MONUMENTED       CGS
 BU0127  HISTORY     - 1971     MARK NOT FOUND   USGS
 BU0127
 BU0127                          STATION DESCRIPTION
 BU0127
 BU0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0127'9.7 MI NW FROM DOZIER.
 BU0127'8.5 MILES NORTH ALONG THE COUNTY ROAD FROM THE STATION AT DOZIER,
 BU0127'THENCE 1.2 MILES WEST ALONG THE COUNTY ROAD, AT A T ROAD, SET IN THE
 BU0127'TRIANGLE FORMED BY THE ROADS, 25.4 FEET NORTH OF THE CENTER-LINE OF
 BU0127'THE MAIN ROAD, IN LINE WITH THE ROAD LEADING NORTH, 15.6 FEET
 BU0127'SOUTHWEST OF THE CENTER-LINE OF THE NORHTEAST-MOST ROAD, 12.6 FEET
 BU0127'SOUTHEAST OF THE NORTHWEST-MOST ROAD.  BENCH MARK DISK SET IN TOP OF A
 BU0127'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 BU0127
 BU0127                          STATION RECOVERY (1971)
 BU0127
 BU0127'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BU0127'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2203 ***********************************************************************
 CN2203  DESIGNATION -  A 130
 CN2203  PID         -  CN2203
 CN2203  STATE/COUNTY-  AL/DALLAS
 CN2203  USGS QUAD   -  PLEASANT HILL (1987)
 CN2203
 CN2203                         *CURRENT SURVEY CONTROL
 CN2203  ___________________________________________________________________
 CN2203* NAD 83(1986)-  32 13 45.     (N)    086 59 44.     (W)     SCALED    
 CN2203* NAVD 88     -        69.293  (meters)     227.34   (feet)  ADJUSTED  
 CN2203  ___________________________________________________________________
 CN2203  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CN2203  DYNAMIC HT  -          69.214 (meters)     227.08  (feet)  COMP
 CN2203  MODELED GRAV-     979,494.9   (mgal)                       NAVD 88
 CN2203
 CN2203  VERT ORDER  -  SECOND    CLASS 0
 CN2203
 CN2203.The horizontal coordinates were scaled from a topographic map and have
 CN2203.an estimated accuracy of +/- 6 seconds.
 CN2203
 CN2203.The orthometric height was determined by differential leveling
 CN2203.and adjusted by the National Geodetic Survey in June 1991..
 CN2203
 CN2203.The geoid height was determined by GEOID03.
 CN2203
 CN2203.The dynamic height is computed by dividing the NAVD 88
 CN2203.geopotential number by the normal gravity value computed on the
 CN2203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2203.degrees latitude (g = 980.6199 gals.).
 CN2203
 CN2203.The modeled gravity was interpolated from observed gravity values.
 CN2203
 CN2203;                    North         East    Units  Estimated Accuracy
 CN2203;SPC AL W     -   247,250.      647,550.      MT  (+/- 180 meters Scaled)
 CN2203
 CN2203                          SUPERSEDED SURVEY CONTROL
 CN2203
 CN2203  NGVD 29 (??/??/92)   69.25   (m)          227.2    (f) COMPUTED    2 0
 CN2203
 CN2203.Superseded values are not recommended for survey control.
 CN2203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2203.See file dsdata.txt to determine how the superseded data were derived.
 CN2203
 CN2203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA004658(NAD 83)
 CN2203_MARKER: DB = BENCH MARK DISK
 CN2203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN2203_SP_SET: OVERPASS
 CN2203_STAMPING: A 130 1943
 CN2203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2203
 CN2203  HISTORY     - Date     Condition        Report By
 CN2203  HISTORY     - 1943     MONUMENTED       CGS
 CN2203
 CN2203                          STATION DESCRIPTION
 CN2203
 CN2203'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2203'4.1 MI SW FROM BERLIN.
 CN2203'4.1 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 43 FROM THE POST OFFICE AT
 CN2203'BERLIN, SET IN THE WEST CONCRETE WALK OF AN OVERPASS OVER THE
 CN2203'LOUISVILLE AND NASHVILLE RAILROAD, 0.8 FOOT NORTH OF THE SOUTH END,
 CN2203'1.0 FOOT ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2074 ***********************************************************************
 CN2074  DESIGNATION -  A 132
 CN2074  PID         -  CN2074
 CN2074  STATE/COUNTY-  AL/DALLAS
 CN2074  USGS QUAD   -  TASSO (1987)
 CN2074
 CN2074                         *CURRENT SURVEY CONTROL
 CN2074  ___________________________________________________________________
 CN2074* NAD 83(1986)-  32 10 17.     (N)    087 10 57.     (W)     SCALED    
 CN2074* NAVD 88     -        35.002  (meters)     114.84   (feet)  ADJUSTED  
 CN2074  ___________________________________________________________________
 CN2074  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CN2074  DYNAMIC HT  -          34.963 (meters)     114.71  (feet)  COMP
 CN2074  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 CN2074
 CN2074  VERT ORDER  -  SECOND    CLASS 0
 CN2074
 CN2074.The horizontal coordinates were scaled from a topographic map and have
 CN2074.an estimated accuracy of +/- 6 seconds.
 CN2074
 CN2074.The orthometric height was determined by differential leveling
 CN2074.and adjusted by the National Geodetic Survey in June 1991..
 CN2074
 CN2074.The geoid height was determined by GEOID03.
 CN2074
 CN2074.The dynamic height is computed by dividing the NAVD 88
 CN2074.geopotential number by the normal gravity value computed on the
 CN2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2074.degrees latitude (g = 980.6199 gals.).
 CN2074
 CN2074.The modeled gravity was interpolated from observed gravity values.
 CN2074
 CN2074;                    North         East    Units  Estimated Accuracy
 CN2074;SPC AL W     -   240,770.      629,940.      MT  (+/- 180 meters Scaled)
 CN2074
 CN2074                          SUPERSEDED SURVEY CONTROL
 CN2074
 CN2074  NGVD 29 (??/??/92)   34.963  (m)          114.71   (f) ADJ UNCH    2 0
 CN2074
 CN2074.Superseded values are not recommended for survey control.
 CN2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2074.See file dsdata.txt to determine how the superseded data were derived.
 CN2074
 CN2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA827594(NAD 83)
 CN2074_MARKER: DB = BENCH MARK DISK
 CN2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2074_STAMPING: A 132 1943
 CN2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2074+STABILITY: SURFACE MOTION
 CN2074
 CN2074  HISTORY     - Date     Condition        Report By
 CN2074  HISTORY     - 1943     MONUMENTED       CGS
 CN2074  HISTORY     - 1949     GOOD             NGS
 CN2074
 CN2074                          STATION DESCRIPTION
 CN2074
 CN2074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN2074'10.5 MI SE FROM ORRVILLE.
 CN2074'ABOUT 10.5 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CN2074'ORRVILLE, AT PINE BELT, 79 FEET NORTH-NORTHEAST OF THE NORTHEAST
 CN2074'CORNER OF A LARGE 2-STORY HOUSE, 155 FEET SOUTHWEST AND ACROSS THE
 CN2074'ROAD FROM AN ARTESIAN WELL, 70 FEET SOUTHWEST AND ACROSS THE ROAD FROM
 CN2074'THE SOUTHWEST CORNER OF A STORE BUILDING, 47 FEET SOUTH OF THE CENTER
 CN2074'LINE OF THE ROAD, 39 FEET EAST OF THE CENTER LINE OF ENTRANCE DRIVE TO
 CN2074'HOUSE, 1/2 FOOT NORTH OF THE YARD FENCE, 1 FOOT EAST OF A WHITE WOODEN
 CN2074'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN2074'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1676 ***********************************************************************
 BU1676  DESIGNATION -  A 133
 BU1676  PID         -  BU1676
 BU1676  STATE/COUNTY-  AL/WILCOX
 BU1676  USGS QUAD   -  LOWER PEACH TREE (1973)
 BU1676
 BU1676                         *CURRENT SURVEY CONTROL
 BU1676  ___________________________________________________________________
 BU1676* NAD 83(1986)-  31 50 44.     (N)    087 32 56.     (W)     SCALED    
 BU1676* NAVD 88     -        57.581  (meters)     188.91   (feet)  ADJUSTED  
 BU1676  ___________________________________________________________________
 BU1676  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1676  DYNAMIC HT  -          57.513 (meters)     188.69  (feet)  COMP
 BU1676  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 BU1676
 BU1676  VERT ORDER  -  SECOND    CLASS 0
 BU1676
 BU1676.The horizontal coordinates were scaled from a topographic map and have
 BU1676.an estimated accuracy of +/- 6 seconds.
 BU1676
 BU1676.The orthometric height was determined by differential leveling
 BU1676.and adjusted by the National Geodetic Survey in June 1991..
 BU1676
 BU1676.The geoid height was determined by GEOID03.
 BU1676
 BU1676.The dynamic height is computed by dividing the NAVD 88
 BU1676.geopotential number by the normal gravity value computed on the
 BU1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1676.degrees latitude (g = 980.6199 gals.).
 BU1676
 BU1676.The modeled gravity was interpolated from observed gravity values.
 BU1676
 BU1676;                    North         East    Units  Estimated Accuracy
 BU1676;SPC AL W     -   204,600.      595,370.      MT  (+/- 180 meters Scaled)
 BU1676
 BU1676                          SUPERSEDED SURVEY CONTROL
 BU1676
 BU1676  NGVD 29 (??/??/92)   57.555  (m)          188.83   (f) ADJ UNCH    2 0
 BU1676
 BU1676.Superseded values are not recommended for survey control.
 BU1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1676.See file dsdata.txt to determine how the superseded data were derived.
 BU1676
 BU1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA480234(NAD 83)
 BU1676_MARKER: DB = BENCH MARK DISK
 BU1676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1676_STAMPING: A 133 1943
 BU1676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1676+STABILITY: SURFACE MOTION
 BU1676
 BU1676  HISTORY     - Date     Condition        Report By
 BU1676  HISTORY     - 1943     MONUMENTED       CGS
 BU1676  HISTORY     - 1950     GOOD             NGS
 BU1676
 BU1676                          STATION DESCRIPTION
 BU1676
 BU1676'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU1676'0.4 MI NW FROM LOWER PEACH TREE.
 BU1676'0.4 MILE NORTHWEST ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 BU1676'LOWER PEACH TREE, AT THE SOUTHEAST CORNER OF THE YARD FENCE OF MRS. J.
 BU1676'HICKS HOME, 61.6 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 41.0
 BU1676'FEET WEST OF CENTER-LINE OF ROAD, 3.2 FEET NORTH OF YARD FENCE CORNER,
 BU1676'0.8 FOOT SOUTH OF REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST
 BU1676'PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 BU1676
 BU1676                          STATION RECOVERY (1950)
 BU1676
 BU1676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 BU1676'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0916 ***********************************************************************
 BU0916  DESIGNATION -  A 134
 BU0916  PID         -  BU0916
 BU0916  STATE/COUNTY-  AL/MONROE
 BU0916  USGS QUAD   -  FRANKLIN (1981)
 BU0916
 BU0916                         *CURRENT SURVEY CONTROL
 BU0916  ___________________________________________________________________
 BU0916* NAD 83(1986)-  31 43 16.     (N)    087 23 52.     (W)     SCALED    
 BU0916* NAVD 88     -       133.702  (meters)     438.65   (feet)  ADJUSTED  
 BU0916  ___________________________________________________________________
 BU0916  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU0916  DYNAMIC HT  -         133.539 (meters)     438.12  (feet)  COMP
 BU0916  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 BU0916
 BU0916  VERT ORDER  -  SECOND    CLASS 0
 BU0916
 BU0916.The horizontal coordinates were scaled from a topographic map and have
 BU0916.an estimated accuracy of +/- 6 seconds.
 BU0916
 BU0916.The orthometric height was determined by differential leveling
 BU0916.and adjusted by the National Geodetic Survey in June 1991..
 BU0916
 BU0916.The geoid height was determined by GEOID03.
 BU0916
 BU0916.The dynamic height is computed by dividing the NAVD 88
 BU0916.geopotential number by the normal gravity value computed on the
 BU0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0916.degrees latitude (g = 980.6199 gals.).
 BU0916
 BU0916.The modeled gravity was interpolated from observed gravity values.
 BU0916
 BU0916;                    North         East    Units  Estimated Accuracy
 BU0916;SPC AL W     -   190,810.      609,690.      MT  (+/- 180 meters Scaled)
 BU0916
 BU0916                          SUPERSEDED SURVEY CONTROL
 BU0916
 BU0916  NGVD 29 (??/??/92)  133.672  (m)          438.56   (f) ADJ UNCH    2 0
 BU0916
 BU0916.Superseded values are not recommended for survey control.
 BU0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0916.See file dsdata.txt to determine how the superseded data were derived.
 BU0916
 BU0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA623095(NAD 83)
 BU0916_MARKER: DB = BENCH MARK DISK
 BU0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0916_STAMPING: A 134 1943
 BU0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0916+STABILITY: SURFACE MOTION
 BU0916
 BU0916  HISTORY     - Date     Condition        Report By
 BU0916  HISTORY     - 1943     MONUMENTED       CGS
 BU0916
 BU0916                          STATION DESCRIPTION
 BU0916
 BU0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0916'1.8 MI NE FROM FRANKLIN.
 BU0916'0.8 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 BU0916'FRANKLIN, MONROE COUNTY, THENCE 1.0 MILE EAST ALONG THE
 BU0916'FRANKLIN-BEATRICE GRADED ROAD.  0.1 MILE NORTH OF A WHITE FRAME HOUSE,
 BU0916'AT THE JUNCTION OF A GRADED ROAD LEADING SOUTH, 36 FEET SOUTH OF THE
 BU0916'CENTER LINE OF THE FRANKLIN-BEATRICE ROAD, 33 FEET EAST OF THE CENTER
 BU0916'LINE OF THE GRADED ROAD, 1.4 FEET NORTHWEST OF A WOVEN-WIRE FENCE, AND
 BU0916'1.4 EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A
 BU0916'134 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2 FOOT
 BU0916'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1158 ***********************************************************************
 CN1158  DESIGNATION -  A 135
 CN1158  PID         -  CN1158
 CN1158  STATE/COUNTY-  AL/CHILTON
 CN1158  USGS QUAD   -  MAPLESVILLE EAST (1981)
 CN1158
 CN1158                         *CURRENT SURVEY CONTROL
 CN1158  ___________________________________________________________________
 CN1158* NAD 83(1986)-  32 46 41.     (N)    086 52 19.     (W)     SCALED    
 CN1158* NAVD 88     -       108.564  (meters)     356.18   (feet)  ADJUSTED  
 CN1158  ___________________________________________________________________
 CN1158  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CN1158  DYNAMIC HT  -         108.441 (meters)     355.78  (feet)  COMP
 CN1158  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 CN1158
 CN1158  VERT ORDER  -  FIRST     CLASS II
 CN1158
 CN1158.The horizontal coordinates were scaled from a topographic map and have
 CN1158.an estimated accuracy of +/- 6 seconds.
 CN1158
 CN1158.The orthometric height was determined by differential leveling
 CN1158.and adjusted by the National Geodetic Survey in June 1991..
 CN1158.WARNING-Repeat measurements at this control monument indicate possible
 CN1158.vertical movement.
 CN1158
 CN1158.The geoid height was determined by GEOID03.
 CN1158
 CN1158.The dynamic height is computed by dividing the NAVD 88
 CN1158.geopotential number by the normal gravity value computed on the
 CN1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1158.degrees latitude (g = 980.6199 gals.).
 CN1158
 CN1158.The modeled gravity was interpolated from observed gravity values.
 CN1158
 CN1158;                    North         East    Units  Estimated Accuracy
 CN1158;SPC AL W     -   308,180.      658,840.      MT  (+/- 180 meters Scaled)
 CN1158
 CN1158                          SUPERSEDED SURVEY CONTROL
 CN1158
 CN1158  NGVD 29 (??/??/92)  108.586  (m)          356.25   (f) ADJ UNCH    1 2
 CN1158
 CN1158.Superseded values are not recommended for survey control.
 CN1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1158.See file dsdata.txt to determine how the superseded data were derived.
 CN1158
 CN1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB119266(NAD 83)
 CN1158_MARKER: DB = BENCH MARK DISK
 CN1158_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1158_SP_SET: CULVERT
 CN1158_STAMPING: A 135 1943
 CN1158_MARK LOGO: CGS   
 CN1158_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1158
 CN1158  HISTORY     - Date     Condition        Report By
 CN1158  HISTORY     - 1943     MONUMENTED       CGS
 CN1158  HISTORY     - 1950     GOOD             NGS
 CN1158  HISTORY     - 1981     GOOD             NGS
 CN1158
 CN1158                          STATION DESCRIPTION
 CN1158
 CN1158'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN1158'0.6 MI S FROM MAPLESVILLE.
 CN1158'ABOUT 0.6 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1158'MAPLESVILLE, ABOUT 0.1 MILE SOUTH OF THE STANDARD OIL BULK PLANT, 135
 CN1158'YARDS SOUTH OF A ROAD CROSSING, ABOUT 80 YARDS SOUTH OF THE YARD LIMIT
 CN1158'SIGN, SET IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD WALL OF A
 CN1158'24-INCH PIPE CULVERT, 13.8 FEET EAST OF THE EAST RAIL AND ABOUT 3 FEET
 CN1158'BELOW THE TRACK.
 CN1158
 CN1158                          STATION RECOVERY (1981)
 CN1158
 CN1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CN1158'RECOVERED IN GOOD CONDITION, ONE CHANGE--THE STANDARD OIL COMPANY BULK
 CN1158'PLANT IS NOW A PULPWOOD LOADING AREA FOR THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0777 ***********************************************************************
 CN0777  DESIGNATION -  A 136
 CN0777  PID         -  CN0777
 CN0777  STATE/COUNTY-  AL/DALLAS
 CN0777  USGS QUAD   -  BURNSVILLE (1982)
 CN0777
 CN0777                         *CURRENT SURVEY CONTROL
 CN0777  ___________________________________________________________________
 CN0777* NAD 83(1986)-  32 24 53.     (N)    086 59 49.     (W)     SCALED    
 CN0777* NAVD 88     -        37.457  (meters)     122.89   (feet)  ADJUSTED  
 CN0777  ___________________________________________________________________
 CN0777  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CN0777  DYNAMIC HT  -          37.414 (meters)     122.75  (feet)  COMP
 CN0777  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 CN0777
 CN0777  VERT ORDER  -  FIRST     CLASS II
 CN0777
 CN0777.The horizontal coordinates were scaled from a topographic map and have
 CN0777.an estimated accuracy of +/- 6 seconds.
 CN0777
 CN0777.The orthometric height was determined by differential leveling
 CN0777.and adjusted by the National Geodetic Survey in June 1991..
 CN0777
 CN0777.The geoid height was determined by GEOID03.
 CN0777
 CN0777.The dynamic height is computed by dividing the NAVD 88
 CN0777.geopotential number by the normal gravity value computed on the
 CN0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0777.degrees latitude (g = 980.6199 gals.).
 CN0777
 CN0777.The modeled gravity was interpolated from observed gravity values.
 CN0777
 CN0777;                    North         East    Units  Estimated Accuracy
 CN0777;SPC AL W     -   267,820.      647,320.      MT  (+/- 180 meters Scaled)
 CN0777
 CN0777                          SUPERSEDED SURVEY CONTROL
 CN0777
 CN0777  NGVD 29 (??/??/92)   37.42   (m)          122.8    (f) COMPUTED    1 2
 CN0777
 CN0777.Superseded values are not recommended for survey control.
 CN0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0777.See file dsdata.txt to determine how the superseded data were derived.
 CN0777
 CN0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA002864(NAD 83)
 CN0777_MARKER: DB = BENCH MARK DISK
 CN0777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0777_STAMPING: A 136 1943
 CN0777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0777+STABILITY: SURFACE MOTION
 CN0777
 CN0777  HISTORY     - Date     Condition        Report By
 CN0777  HISTORY     - 1943     MONUMENTED       CGS
 CN0777  HISTORY     - 1981     MARK NOT FOUND   NGS
 CN0777
 CN0777                          STATION DESCRIPTION
 CN0777
 CN0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0777'1.5 MI E FROM SELMA.
 CN0777'1.5 MILES EAST OF THE SOUTHERN RAILROAD STATION AT SELMA, ALONG THE
 CN0777'SOUTHERN RAILROAD, 14.4 FEET SOUTH OF THE SOUTH RAIL, SET IN A GRASS
 CN0777'PLOT, 18.6 FEET EAST OF THE SOUTHERN RAILROAD YARD OFFICE BUILDING NO.
 CN0777'191-N. 1, BENCH MARK DISK SET IN TOP OF CONCRETE POST.
 CN0777
 CN0777                          STATION RECOVERY (1981)
 CN0777
 CN0777'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CN0777'SEARCHED FOR AND NOT RECOVERED, A NEW OFFICE BUILDING FOR THE RAILROAD
 CN0777'HAS BEEN BUILT AND AREA AROUND THE NEW BUILDING HAS BEEN
 CN0777'PAVED, BELIEVED TO BE COVERED OVER OR DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1653 ***********************************************************************
 CN1653  DESIGNATION -  A 137
 CN1653  PID         -  CN1653
 CN1653  STATE/COUNTY-  AL/PERRY
 CN1653  USGS QUAD   -  BUCK CREEK (1987)
 CN1653
 CN1653                         *CURRENT SURVEY CONTROL
 CN1653  ___________________________________________________________________
 CN1653* NAD 83(1986)-  32 39 31.     (N)    087 07 15.     (W)     SCALED    
 CN1653* NAVD 88     -       134.626  (meters)     441.69   (feet)  ADJUSTED  
 CN1653  ___________________________________________________________________
 CN1653  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CN1653  DYNAMIC HT  -         134.472 (meters)     441.18  (feet)  COMP
 CN1653  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CN1653
 CN1653  VERT ORDER  -  SECOND    CLASS 0
 CN1653
 CN1653.The horizontal coordinates were scaled from a topographic map and have
 CN1653.an estimated accuracy of +/- 6 seconds.
 CN1653
 CN1653.The orthometric height was determined by differential leveling
 CN1653.and adjusted by the National Geodetic Survey in June 1991..
 CN1653
 CN1653.The geoid height was determined by GEOID03.
 CN1653
 CN1653.The dynamic height is computed by dividing the NAVD 88
 CN1653.geopotential number by the normal gravity value computed on the
 CN1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1653.degrees latitude (g = 980.6199 gals.).
 CN1653
 CN1653.The modeled gravity was interpolated from observed gravity values.
 CN1653
 CN1653;                    North         East    Units  Estimated Accuracy
 CN1653;SPC AL W     -   294,820.      635,570.      MT  (+/- 180 meters Scaled)
 CN1653
 CN1653                          SUPERSEDED SURVEY CONTROL
 CN1653
 CN1653  NGVD 29 (??/??/92)  134.588  (m)          441.56   (f) ADJ UNCH    2 0
 CN1653
 CN1653.Superseded values are not recommended for survey control.
 CN1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1653.See file dsdata.txt to determine how the superseded data were derived.
 CN1653
 CN1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB886134(NAD 83)
 CN1653_MARKER: DB = BENCH MARK DISK
 CN1653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1653_STAMPING: A 137 1943
 CN1653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1653+STABILITY: SURFACE MOTION
 CN1653
 CN1653  HISTORY     - Date     Condition        Report By
 CN1653  HISTORY     - 1943     MONUMENTED       CGS
 CN1653
 CN1653                          STATION DESCRIPTION
 CN1653
 CN1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN1653'3.6 MI NW FROM PERRYVILLE.
 CN1653'3.6 MILES NORTHWEST OF THE POSTOFFICE AT PERRYVILLE, ALONG GRADED
 CN1653'COUNTY ROAD, SET IN FRONT OF M. ASHE HOME, 24.1 FEET NORTH OF THE
 CN1653'CENTER-LINE OF THE GRADED COUNTY ROAD, 71.7 FEET NORTH OF THE NORTH
 CN1653'ENTRANCE TO M. ASHE HOME, 19 FEET SOUTHEAST OF A WATER WELL, 1 FOOT
 CN1653'SOUTH OF REFERENCE POST, BENCH MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1475 ***********************************************************************
 CN1475  DESIGNATION -  A 138
 CN1475  PID         -  CN1475
 CN1475  STATE/COUNTY-  AL/DALLAS
 CN1475  USGS QUAD   -  JONES (1982)
 CN1475
 CN1475                         *CURRENT SURVEY CONTROL
 CN1475  ___________________________________________________________________
 CN1475* NAD 83(1986)-  32 34 36.     (N)    086 56 41.     (W)     SCALED    
 CN1475* NAVD 88     -       138.656  (meters)     454.91   (feet)  ADJUSTED  
 CN1475  ___________________________________________________________________
 CN1475  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CN1475  DYNAMIC HT  -         138.496 (meters)     454.38  (feet)  COMP
 CN1475  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 CN1475
 CN1475  VERT ORDER  -  SECOND    CLASS 0
 CN1475
 CN1475.The horizontal coordinates were scaled from a topographic map and have
 CN1475.an estimated accuracy of +/- 6 seconds.
 CN1475
 CN1475.The orthometric height was determined by differential leveling
 CN1475.and adjusted by the National Geodetic Survey in June 1991..
 CN1475
 CN1475.The geoid height was determined by GEOID03.
 CN1475
 CN1475.The dynamic height is computed by dividing the NAVD 88
 CN1475.geopotential number by the normal gravity value computed on the
 CN1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1475.degrees latitude (g = 980.6199 gals.).
 CN1475
 CN1475.The modeled gravity was interpolated from observed gravity values.
 CN1475
 CN1475;                    North         East    Units  Estimated Accuracy
 CN1475;SPC AL W     -   285,800.      652,140.      MT  (+/- 180 meters Scaled)
 CN1475
 CN1475                          SUPERSEDED SURVEY CONTROL
 CN1475
 CN1475  NGVD 29 (??/??/92)  138.627  (m)          454.81   (f) ADJ UNCH    2 0
 CN1475
 CN1475.Superseded values are not recommended for survey control.
 CN1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1475.See file dsdata.txt to determine how the superseded data were derived.
 CN1475
 CN1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB051043(NAD 83)
 CN1475_MARKER: DB = BENCH MARK DISK
 CN1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1475_STAMPING: A 138 1943
 CN1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1475+STABILITY: SURFACE MOTION
 CN1475
 CN1475  HISTORY     - Date     Condition        Report By
 CN1475  HISTORY     - 1943     MONUMENTED       CGS
 CN1475
 CN1475                          STATION DESCRIPTION
 CN1475
 CN1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN1475'3.7 MI SW FROM JONES.
 CN1475'2.6 MILES WEST OF THE POST OFFICE AT JONES, ALONG GRADED COUNTY ROAD,
 CN1475'THENCE 1.1 MILE SOUTH ALONG STATE ROAD NO. 22, SET ON THE SIDE OF A
 CN1475'LONG HILL, 38.6 FEET EAST OF THE CENTER-LINE OF THE STATE ROAD, 24.6
 CN1475'FEET NORTHEAST OF A 17 INCH PINE TREE WITH A PAINTED BLAZE, 22.2 FEET
 CN1475'SOUTHWEST OF AN 18 INCH PINE TREE WITH A BLAZE, 1 FOOT WEST OF
 CN1475'REFERENCE POST, BENCH MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2647 ***********************************************************************
 CN2647  DESIGNATION -  A 139
 CN2647  PID         -  CN2647
 CN2647  STATE/COUNTY-  AL/GREENE
 CN2647  USGS QUAD   -  FORKLAND (1979)
 CN2647
 CN2647                         *CURRENT SURVEY CONTROL
 CN2647  ___________________________________________________________________
 CN2647* NAD 83(1986)-  32 40 44.     (N)    087 55 47.     (W)     SCALED    
 CN2647* NAVD 88     -        59.585  (meters)     195.49   (feet)  ADJUSTED  
 CN2647  ___________________________________________________________________
 CN2647  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CN2647  DYNAMIC HT  -          59.517 (meters)     195.27  (feet)  COMP
 CN2647  MODELED GRAV-     979,497.8   (mgal)                       NAVD 88
 CN2647
 CN2647  VERT ORDER  -  SECOND    CLASS 0
 CN2647
 CN2647.The horizontal coordinates were scaled from a topographic map and have
 CN2647.an estimated accuracy of +/- 6 seconds.
 CN2647
 CN2647.The orthometric height was determined by differential leveling
 CN2647.and adjusted by the National Geodetic Survey in June 1991..
 CN2647
 CN2647.The geoid height was determined by GEOID03.
 CN2647
 CN2647.The dynamic height is computed by dividing the NAVD 88
 CN2647.geopotential number by the normal gravity value computed on the
 CN2647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2647.degrees latitude (g = 980.6199 gals.).
 CN2647
 CN2647.The modeled gravity was interpolated from observed gravity values.
 CN2647
 CN2647;                    North         East    Units  Estimated Accuracy
 CN2647;SPC AL W     -   297,090.      559,700.      MT  (+/- 180 meters Scaled)
 CN2647
 CN2647                          SUPERSEDED SURVEY CONTROL
 CN2647
 CN2647  NGVD 29 (??/??/92)   59.558  (m)          195.40   (f) ADJ UNCH    2 0
 CN2647
 CN2647.Superseded values are not recommended for survey control.
 CN2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2647.See file dsdata.txt to determine how the superseded data were derived.
 CN2647
 CN2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB128160(NAD 83)
 CN2647_MARKER: DB = BENCH MARK DISK
 CN2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2647_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2647_STAMPING: A 139 1943
 CN2647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2647+STABILITY: SURFACE MOTION
 CN2647
 CN2647  HISTORY     - Date     Condition        Report By
 CN2647  HISTORY     - 1943     MONUMENTED       CGS
 CN2647
 CN2647                          STATION DESCRIPTION
 CN2647
 CN2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2647'3.5 MI NW FROM FORKLAND.
 CN2647'3.5 MILES NORTHWEST OF THE POSTOFFICE AT FORKLAND, ALONG GRADED COUNTY
 CN2647'ROAD, 25 FEET SOUTH OF THE CENTER-LINE OF THE ROAD, 48 FEET WEST OF A
 CN2647'WOODEN GATE, 8.6 FEET NORTH OF A WIRE FENCE, 1 FOOT NORTH OF REFERENCE
 CN2647'POST, BENCH MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0113 ***********************************************************************
 CN0113  DESIGNATION -  A 140
 CN0113  PID         -  CN0113
 CN0113  STATE/COUNTY-  AL/CHILTON
 CN0113  USGS QUAD   -  MARBURY (1987)
 CN0113
 CN0113                         *CURRENT SURVEY CONTROL
 CN0113  ___________________________________________________________________
 CN0113* NAD 83(1986)-  32 42 34.     (N)    086 28 53.     (W)     SCALED    
 CN0113* NAVD 88     -       162.513  (meters)     533.18   (feet)  ADJUSTED  
 CN0113  ___________________________________________________________________
 CN0113  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN0113  DYNAMIC HT  -         162.328 (meters)     532.57  (feet)  COMP
 CN0113  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 CN0113
 CN0113  VERT ORDER  -  SECOND    CLASS 0
 CN0113
 CN0113.The horizontal coordinates were scaled from a topographic map and have
 CN0113.an estimated accuracy of +/- 6 seconds.
 CN0113
 CN0113.The orthometric height was determined by differential leveling
 CN0113.and adjusted by the National Geodetic Survey in June 1991..
 CN0113
 CN0113.The geoid height was determined by GEOID03.
 CN0113
 CN0113.The dynamic height is computed by dividing the NAVD 88
 CN0113.geopotential number by the normal gravity value computed on the
 CN0113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0113.degrees latitude (g = 980.6199 gals.).
 CN0113
 CN0113.The modeled gravity was interpolated from observed gravity values.
 CN0113
 CN0113;                    North         East    Units  Estimated Accuracy
 CN0113;SPC AL W     -   300,850.      695,500.      MT  (+/- 180 meters Scaled)
 CN0113
 CN0113                          SUPERSEDED SURVEY CONTROL
 CN0113
 CN0113  NGVD 29 (??/??/92)  162.475  (m)          533.05   (f) ADJ UNCH    2 0
 CN0113
 CN0113.Superseded values are not recommended for survey control.
 CN0113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0113.See file dsdata.txt to determine how the superseded data were derived.
 CN0113
 CN0113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB486191(NAD 83)
 CN0113_MARKER: DB = BENCH MARK DISK
 CN0113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0113_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0113_STAMPING: A 140 1943
 CN0113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0113+STABILITY: SURFACE MOTION
 CN0113
 CN0113  HISTORY     - Date     Condition        Report By
 CN0113  HISTORY     - 1943     MONUMENTED       CGS
 CN0113
 CN0113                          STATION DESCRIPTION
 CN0113
 CN0113'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0113'IN MOUNTAIN CREEK.
 CN0113'AT MOUNTAIN CREEK, AT THE LOUISVILLE AND NASHVILLE RAILROAD STATION.
 CN0113'29 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN TRACK, 22 FEET
 CN0113'WEST OF THE NORTH CORNER OF THE STATION, 4.5 FEET NORTHWEST OF A
 CN0113'TELEGRAPH POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0927 ***********************************************************************
 CN0927  DESIGNATION -  A 141
 CN0927  PID         -  CN0927
 CN0927  STATE/COUNTY-  AL/AUTAUGA
 CN0927  USGS QUAD   -  AUTAUGAVILLE (1982)
 CN0927
 CN0927                         *CURRENT SURVEY CONTROL
 CN0927  ___________________________________________________________________
 CN0927* NAD 83(1986)-  32 29 20.     (N)    086 41 28.     (W)     SCALED    
 CN0927* NAVD 88     -        64.846  (meters)     212.75   (feet)  ADJUSTED  
 CN0927  ___________________________________________________________________
 CN0927  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CN0927  DYNAMIC HT  -          64.772 (meters)     212.51  (feet)  COMP
 CN0927  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 CN0927
 CN0927  VERT ORDER  -  SECOND    CLASS 0
 CN0927
 CN0927.The horizontal coordinates were scaled from a topographic map and have
 CN0927.an estimated accuracy of +/- 6 seconds.
 CN0927
 CN0927.The orthometric height was determined by differential leveling
 CN0927.and adjusted by the National Geodetic Survey in June 1991..
 CN0927
 CN0927.The geoid height was determined by GEOID03.
 CN0927
 CN0927.The dynamic height is computed by dividing the NAVD 88
 CN0927.geopotential number by the normal gravity value computed on the
 CN0927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0927.degrees latitude (g = 980.6199 gals.).
 CN0927
 CN0927.The modeled gravity was interpolated from observed gravity values.
 CN0927
 CN0927;                    North         East    Units  Estimated Accuracy
 CN0927;SPC AL W     -   276,220.      676,020.      MT  (+/- 180 meters Scaled)
 CN0927
 CN0927                          SUPERSEDED SURVEY CONTROL
 CN0927
 CN0927  NGVD 29 (??/??/92)   64.82   (m)          212.7    (f) COMPUTED    2 0
 CN0927
 CN0927.Superseded values are not recommended for survey control.
 CN0927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0927.See file dsdata.txt to determine how the superseded data were derived.
 CN0927
 CN0927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA290946(NAD 83)
 CN0927_MARKER: DB = BENCH MARK DISK
 CN0927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0927_STAMPING: A 141 1943
 CN0927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0927+STABILITY: SURFACE MOTION
 CN0927
 CN0927  HISTORY     - Date     Condition        Report By
 CN0927  HISTORY     - 1943     MONUMENTED       CGS
 CN0927
 CN0927                          STATION DESCRIPTION
 CN0927
 CN0927'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0927'2.6 MI S FROM INDEPENDENCE.
 CN0927'2.6 MILES SOUTH ALONG A COUNTY ROAD FROM THE CROSSROAD IN
 CN0927'INDEPENDENCE.  SET IN THE SOUTHEAST QUARTER OF A ROAD CROSSING.  36
 CN0927'FEET EAST OF THE CENTER-LINE OF THE MAIN ROAD, 23 FEET SOUTH OF THE
 CN0927'CENTER-LINE OF THE ROAD LEADING TO A FARM HOUSE, 1.3 FEET WEST OF THE
 CN0927'REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0200 ***********************************************************************
 BU0200  DESIGNATION -  A 144 RESET
 BU0200  PID         -  BU0200
 BU0200  STATE/COUNTY-  AL/MONTGOMERY
 BU0200  USGS QUAD   -  GRADY (1979)
 BU0200
 BU0200                         *CURRENT SURVEY CONTROL
 BU0200  ___________________________________________________________________
 BU0200* NAD 83(1986)-  31 58 17.     (N)    086 14 45.     (W)     SCALED    
 BU0200* NAVD 88     -       144.47   (meters)     474.0    (feet)  RESET     
 BU0200  ___________________________________________________________________
 BU0200  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BU0200
 BU0200  VERT ORDER  -  THIRD
 BU0200
 BU0200.The horizontal coordinates were scaled from a topographic map and have
 BU0200.an estimated accuracy of +/- 6 seconds.
 BU0200
 BU0200.The orthometric height was computed from unverified reset data.
 BU0200
 BU0200.The geoid height was determined by GEOID03.
 BU0200
 BU0200;                    North         East    Units  Estimated Accuracy
 BU0200;SPC AL E     -   163,210.      161,010.      MT  (+/- 180 meters Scaled)
 BU0200
 BU0200                          SUPERSEDED SURVEY CONTROL
 BU0200
 BU0200  NGVD 29 (??/??/??)  144.44   (m)          473.9    (f) RESET       3  
 BU0200
 BU0200.Superseded values are not recommended for survey control.
 BU0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0200.See file dsdata.txt to determine how the superseded data were derived.
 BU0200
 BU0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA712375(NAD 83)
 BU0200_MARKER: DB = BENCH MARK DISK
 BU0200_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0200_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0200_STAMPING: A 144 RESET 1964
 BU0200_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0200+STABILITY: SURFACE MOTION
 BU0200
 BU0200  HISTORY     - Date     Condition        Report By
 BU0200  HISTORY     - 1964     MONUMENTED       CGS
 BU0200
 BU0200                          STATION DESCRIPTION
 BU0200
 BU0200'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BU0200'2.6 MI E FROM LAPINE.
 BU0200'LOCATED 2.6 MILES EAST ALONG THE BLACK TOPPED ROAD TO GRADY, FROM POST
 BU0200'OFFICE AT LAPINE AT THE TOP OF A HILL, AT THE EAST EDGE OF A SMALL
 BU0200'CLEARING, 65 FEET NORTH OF THE CENTERLINE OF THE ROAD, 37 FEET SOUTH
 BU0200'OF A 3-FOOT OAK TREE, AND 1 FOOT NORTH OF A METAL WITNESS POST. IT IS
 BU0200'A STANDARD DISK, STAMPED A 144 RESET 1964, SET IN THE TOP OF A
 BU0200'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0209 ***********************************************************************
 BU0209  DESIGNATION -  A 145
 BU0209  PID         -  BU0209
 BU0209  STATE/COUNTY-  AL/COFFEE
 BU0209  USGS QUAD   -  BLUFF SPRINGS (1979)
 BU0209
 BU0209                         *CURRENT SURVEY CONTROL
 BU0209  ___________________________________________________________________
 BU0209* NAD 83(1986)-  31 30 05.     (N)    086 00 54.     (W)     SCALED    
 BU0209* NAVD 88     -        87.854  (meters)     288.23   (feet)  ADJUSTED  
 BU0209  ___________________________________________________________________
 BU0209  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BU0209  DYNAMIC HT  -          87.749 (meters)     287.89  (feet)  COMP
 BU0209  MODELED GRAV-     979,435.3   (mgal)                       NAVD 88
 BU0209
 BU0209  VERT ORDER  -  SECOND    CLASS 0
 BU0209
 BU0209.The horizontal coordinates were scaled from a topographic map and have
 BU0209.an estimated accuracy of +/- 6 seconds.
 BU0209
 BU0209.The orthometric height was determined by differential leveling
 BU0209.and adjusted by the National Geodetic Survey in June 1991..
 BU0209
 BU0209.The geoid height was determined by GEOID03.
 BU0209
 BU0209.The dynamic height is computed by dividing the NAVD 88
 BU0209.geopotential number by the normal gravity value computed on the
 BU0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0209.degrees latitude (g = 980.6199 gals.).
 BU0209
 BU0209.The modeled gravity was interpolated from observed gravity values.
 BU0209
 BU0209;                    North         East    Units  Estimated Accuracy
 BU0209;SPC AL E     -   111,030.      182,740.      MT  (+/- 180 meters Scaled)
 BU0209
 BU0209                          SUPERSEDED SURVEY CONTROL
 BU0209
 BU0209  NGVD 29 (??/??/92)   87.876  (m)          288.31   (f) ADJ UNCH    2 0
 BU0209
 BU0209.Superseded values are not recommended for survey control.
 BU0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0209.See file dsdata.txt to determine how the superseded data were derived.
 BU0209
 BU0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV935855(NAD 83)
 BU0209_MARKER: DB = BENCH MARK DISK
 BU0209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0209_STAMPING: A 145 1943
 BU0209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0209+STABILITY: SURFACE MOTION
 BU0209
 BU0209  HISTORY     - Date     Condition        Report By
 BU0209  HISTORY     - 1943     MONUMENTED       CGS
 BU0209
 BU0209                          STATION DESCRIPTION
 BU0209
 BU0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0209'7.1 MI NE FROM ELBA.
 BU0209'7.1 MILES NORTHEAST OF THE POST OFFICE AT ELBA, ALONG GRADED COUNTY
 BU0209'ROAD, 50 FEET SOUTH OF THE CENTER-LINE OF THE GRADED ROAD, 12 FEET
 BU0209'WEST OF A CORNER FENCE POST, 79 FEET NORTHWEST OF THE NORTHWEST CORNER
 BU0209'OF B. R. MADDOX HOME, 2 FEET SOUTH OF A WIRE FENCE, 1 FOOT SOUTH OF
 BU0209'REFERENCE POST, BENCH MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1278 ***********************************************************************
 BT1278  DESIGNATION -  A 146
 BT1278  PID         -  BT1278
 BT1278  STATE/COUNTY-  AL/BARBOUR
 BT1278  USGS QUAD   -  CLIO (1979)
 BT1278
 BT1278                         *CURRENT SURVEY CONTROL
 BT1278  ___________________________________________________________________
 BT1278* NAD 83(1986)-  31 41 40.     (N)    085 33 50.     (W)     SCALED    
 BT1278* NAVD 88     -       133.485  (meters)     437.94   (feet)  ADJUSTED  
 BT1278  ___________________________________________________________________
 BT1278  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BT1278  DYNAMIC HT  -         133.327 (meters)     437.42  (feet)  COMP
 BT1278  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 BT1278
 BT1278  VERT ORDER  -  SECOND    CLASS 0
 BT1278
 BT1278.The horizontal coordinates were scaled from a topographic map and have
 BT1278.an estimated accuracy of +/- 6 seconds.
 BT1278
 BT1278.The orthometric height was determined by differential leveling
 BT1278.and adjusted by the National Geodetic Survey in June 1991..
 BT1278
 BT1278.The geoid height was determined by GEOID03.
 BT1278
 BT1278.The dynamic height is computed by dividing the NAVD 88
 BT1278.geopotential number by the normal gravity value computed on the
 BT1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1278.degrees latitude (g = 980.6199 gals.).
 BT1278
 BT1278.The modeled gravity was interpolated from observed gravity values.
 BT1278
 BT1278;                    North         East    Units  Estimated Accuracy
 BT1278;SPC AL E     -   132,460.      225,540.      MT  (+/- 180 meters Scaled)
 BT1278
 BT1278                          SUPERSEDED SURVEY CONTROL
 BT1278
 BT1278  NGVD 29 (??/??/92)  133.514  (m)          438.04   (f) ADJ UNCH    2 0
 BT1278
 BT1278.Superseded values are not recommended for survey control.
 BT1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1278.See file dsdata.txt to determine how the superseded data were derived.
 BT1278
 BT1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA361074(NAD 83)
 BT1278_MARKER: DB = BENCH MARK DISK
 BT1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1278_STAMPING: A 146 1943
 BT1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1278+STABILITY: SURFACE MOTION
 BT1278
 BT1278  HISTORY     - Date     Condition        Report By
 BT1278  HISTORY     - 1943     MONUMENTED       CGS
 BT1278
 BT1278                          STATION DESCRIPTION
 BT1278
 BT1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT1278'2.9 MI SE FROM CLIO.
 BT1278'2.9 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BT1278'AT CLIO, BARBOUR COUNTY, 350 FEET EAST OF SCONYERS GENERAL
 BT1278'STORE, 46 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 BT1278'WEST OF POWER-TRANSMISSION LINE POLE REA 10-24, AND 1 FOOT
 BT1278'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED
 BT1278'A 146 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0615 ***********************************************************************
 BT0615  DESIGNATION -  A 147
 BT0615  PID         -  BT0615
 BT0615  STATE/COUNTY-  AL/HENRY
 BT0615  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT0615
 BT0615                         *CURRENT SURVEY CONTROL
 BT0615  ___________________________________________________________________
 BT0615* NAD 83(1986)-  31 40 38.     (N)    085 19 53.     (W)     SCALED    
 BT0615* NAVD 88     -        99.403  (meters)     326.12   (feet)  ADJUSTED  
 BT0615  ___________________________________________________________________
 BT0615  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BT0615  DYNAMIC HT  -          99.284 (meters)     325.73  (feet)  COMP
 BT0615  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 BT0615
 BT0615  VERT ORDER  -  SECOND    CLASS 0
 BT0615
 BT0615.The horizontal coordinates were scaled from a topographic map and have
 BT0615.an estimated accuracy of +/- 6 seconds.
 BT0615
 BT0615.The orthometric height was determined by differential leveling
 BT0615.and adjusted by the National Geodetic Survey in June 1991..
 BT0615
 BT0615.The geoid height was determined by GEOID03.
 BT0615
 BT0615.The dynamic height is computed by dividing the NAVD 88
 BT0615.geopotential number by the normal gravity value computed on the
 BT0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0615.degrees latitude (g = 980.6199 gals.).
 BT0615
 BT0615.The modeled gravity was interpolated from observed gravity values.
 BT0615
 BT0615;                    North         East    Units  Estimated Accuracy
 BT0615;SPC AL E     -   130,620.      247,590.      MT  (+/- 180 meters Scaled)
 BT0615
 BT0615                          SUPERSEDED SURVEY CONTROL
 BT0615
 BT0615  NGVD 29 (??/??/92)   99.455  (m)          326.30   (f) ADJ UNCH    2 0
 BT0615
 BT0615.Superseded values are not recommended for survey control.
 BT0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0615.See file dsdata.txt to determine how the superseded data were derived.
 BT0615
 BT0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA581058(NAD 83)
 BT0615_MARKER: DB = BENCH MARK DISK
 BT0615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0615_STAMPING: A 147 1943
 BT0615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0615+STABILITY: SURFACE MOTION
 BT0615
 BT0615  HISTORY     - Date     Condition        Report By
 BT0615  HISTORY     - 1943     MONUMENTED       CGS
 BT0615
 BT0615                          STATION DESCRIPTION
 BT0615
 BT0615'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT0615'11.3 MI NW FROM ABBEVILLE.
 BT0615'7.3 MILES NORTH OF THE COUNTY COURTHOUSE AT ABBEVILLE, ALONG
 BT0615'U.S. HIGHWAY NO. 241, THENCE 4.0 MILES WEST ALONG GRADED COUNTY
 BT0615'ROAD, SET ON THE SIDE OF A HILL, ABOUT 0.1 MILE WEST OF A WOODEN
 BT0615'BRIDGE OVER A CREEK, 43 FEET NORTH OF THE CENTER-LINE OF THE
 BT0615'GRADED ROAD, 21 FEET SOUTH OF A 20 INCH PINE TREE WITH A BLAZE,
 BT0615'1.4 FEET SOUTH OF REFERENCE POST, BENCH MARK DISK SET IN TOP OF A
 BT0615'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0947 ***********************************************************************
 BU0947  DESIGNATION -  A 148
 BU0947  PID         -  BU0947
 BU0947  STATE/COUNTY-  AL/CONECUH
 BU0947  USGS QUAD   -  SKINNERTON (1971)
 BU0947
 BU0947                         *CURRENT SURVEY CONTROL
 BU0947  ___________________________________________________________________
 BU0947* NAD 83(1986)-  31 40 35.     (N)    087 03 19.     (W)     SCALED    
 BU0947* NAVD 88     -       154.786  (meters)     507.83   (feet)  ADJUSTED  
 BU0947  ___________________________________________________________________
 BU0947  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BU0947  DYNAMIC HT  -         154.596 (meters)     507.20  (feet)  COMP
 BU0947  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 BU0947
 BU0947  VERT ORDER  -  SECOND    CLASS 0
 BU0947
 BU0947.The horizontal coordinates were scaled from a topographic map and have
 BU0947.an estimated accuracy of +/- 6 seconds.
 BU0947
 BU0947.The orthometric height was determined by differential leveling
 BU0947.and adjusted by the National Geodetic Survey in June 1991..
 BU0947
 BU0947.The geoid height was determined by GEOID03.
 BU0947
 BU0947.The dynamic height is computed by dividing the NAVD 88
 BU0947.geopotential number by the normal gravity value computed on the
 BU0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0947.degrees latitude (g = 980.6199 gals.).
 BU0947
 BU0947.The modeled gravity was interpolated from observed gravity values.
 BU0947
 BU0947;                    North         East    Units  Estimated Accuracy
 BU0947;SPC AL W     -   185,930.      642,170.      MT  (+/- 180 meters Scaled)
 BU0947
 BU0947                          SUPERSEDED SURVEY CONTROL
 BU0947
 BU0947  NGVD 29 (??/??/92)  154.764  (m)          507.75   (f) ADJ UNCH    2 0
 BU0947
 BU0947.Superseded values are not recommended for survey control.
 BU0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0947.See file dsdata.txt to determine how the superseded data were derived.
 BU0947
 BU0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA947045(NAD 83)
 BU0947_MARKER: DB = BENCH MARK DISK
 BU0947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0947_STAMPING: A 148 1943
 BU0947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0947+STABILITY: SURFACE MOTION
 BU0947
 BU0947  HISTORY     - Date     Condition        Report By
 BU0947  HISTORY     - 1943     MONUMENTED       CGS
 BU0947  HISTORY     - 1951     GOOD             NGS
 BU0947
 BU0947                          STATION DESCRIPTION
 BU0947
 BU0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0947'3.05 MI S FROM MIDWAY.
 BU0947'ABOUT 3.05 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 BU0947'STATE HIGHWAY 47 AT MIDWAY, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A
 BU0947'ROAD WEST, AT THE JUNCTION OF A PRIVATE ROAD WEST, 49 FEET EAST OF THE
 BU0947'CENTER LINE OF THE HIGHWAY, 91 1/2 FEET EAST AND ACROSS THE HIGHWAY
 BU0947'FROM THE NORTHEAST CORNER OF A WHITE HOUSE, 54 FEET SOUTHWEST OF THE
 BU0947'SOUTHWEST CORNER OF AN UNPAINTED HOUSE, 15 FEET WEST OF A FENCE
 BU0947'CORNER, 11 FEET WEST OF A 10-INCH OAK TREE, 1 FOOT WEST OF A WHITE
 BU0947'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 BU0947'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1145 ***********************************************************************
 CM1145  DESIGNATION -  A 149
 CM1145  PID         -  CM1145
 CM1145  STATE/COUNTY-  AL/MACON
 CM1145  USGS QUAD   -  TUSKEGEE (1983)
 CM1145
 CM1145                         *CURRENT SURVEY CONTROL
 CM1145  ___________________________________________________________________
 CM1145* NAD 83(1986)-  32 24 54.     (N)    085 40 46.     (W)     SCALED    
 CM1145* NAVD 88     -       133.112  (meters)     436.72   (feet)  ADJUSTED  
 CM1145  ___________________________________________________________________
 CM1145  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CM1145  DYNAMIC HT  -         132.956 (meters)     436.21  (feet)  COMP
 CM1145  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 CM1145
 CM1145  VERT ORDER  -  SECOND    CLASS 0
 CM1145
 CM1145.The horizontal coordinates were scaled from a topographic map and have
 CM1145.an estimated accuracy of +/- 6 seconds.
 CM1145
 CM1145.The orthometric height was determined by differential leveling
 CM1145.and adjusted by the National Geodetic Survey in June 1991..
 CM1145
 CM1145.The geoid height was determined by GEOID03.
 CM1145
 CM1145.The dynamic height is computed by dividing the NAVD 88
 CM1145.geopotential number by the normal gravity value computed on the
 CM1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1145.degrees latitude (g = 980.6199 gals.).
 CM1145
 CM1145.The modeled gravity was interpolated from observed gravity values.
 CM1145
 CM1145;                    North         East    Units  Estimated Accuracy
 CM1145;SPC AL E     -   212,330.      214,480.      MT  (+/- 180 meters Scaled)
 CM1145
 CM1145                          SUPERSEDED SURVEY CONTROL
 CM1145
 CM1145  NGVD 29 (??/??/92)  133.088  (m)          436.64   (f) ADJ UNCH    2 0
 CM1145
 CM1145.Superseded values are not recommended for survey control.
 CM1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1145.See file dsdata.txt to determine how the superseded data were derived.
 CM1145
 CM1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA241872(NAD 83)
 CM1145_MARKER: DB = BENCH MARK DISK
 CM1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1145_STAMPING: A 149 1943
 CM1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1145+STABILITY: SURFACE MOTION
 CM1145
 CM1145  HISTORY     - Date     Condition        Report By
 CM1145  HISTORY     - 1943     MONUMENTED       CGS
 CM1145  HISTORY     - 1970     MARK NOT FOUND   USGS
 CM1145
 CM1145                          STATION DESCRIPTION
 CM1145
 CM1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1145'0.8 MI S FROM TUSKEGEE.
 CM1145'0.8 MILE SOUTH ALONG U.S. HIGHWAY NO. 29 FROM THE POST OFFICE AT
 CM1145'TUSKEGEE, AT A DRIVE-WAY LEADING SOUTH TO A WHITE TWO STORY HOUSE
 CM1145'WITH 6 WOODEN COLUMNS IN FRONT, 37.0 FEET EAST OF CENTER-LINE OF
 CM1145'THE DRIVE-WAY, 23.5 FEET SOUTH OF CENTERLINE OF THE HIGHWAY, 0.9
 CM1145'FOOT NORTH OF A WOVEN WIRE FENCE, 3.0 FEET EAST OF A TELEPHONE
 CM1145'POLE, A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.5
 CM1145'FOOT ABOVE THE GROUND.
 CM1145
 CM1145                          STATION RECOVERY (1970)
 CM1145
 CM1145'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0583 ***********************************************************************
 CM0583  DESIGNATION -  A 150
 CM0583  PID         -  CM0583
 CM0583  STATE/COUNTY-  AL/LEE
 CM0583  USGS QUAD   -  OPELIKA EAST (1983)
 CM0583
 CM0583                         *CURRENT SURVEY CONTROL
 CM0583  ___________________________________________________________________
 CM0583* NAD 83(1986)-  32 38 02.     (N)    085 22 24.     (W)     SCALED    
 CM0583* NAVD 88     -       242.131  (meters)     794.39   (feet)  ADJUSTED  
 CM0583  ___________________________________________________________________
 CM0583  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CM0583  DYNAMIC HT  -         241.844 (meters)     793.45  (feet)  COMP
 CM0583  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 CM0583
 CM0583  VERT ORDER  -  SECOND    CLASS 0
 CM0583
 CM0583.The horizontal coordinates were scaled from a topographic map and have
 CM0583.an estimated accuracy of +/- 6 seconds.
 CM0583
 CM0583.The orthometric height was determined by differential leveling
 CM0583.and adjusted by the National Geodetic Survey in June 1991..
 CM0583
 CM0583.The geoid height was determined by GEOID03.
 CM0583
 CM0583.The dynamic height is computed by dividing the NAVD 88
 CM0583.geopotential number by the normal gravity value computed on the
 CM0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0583.degrees latitude (g = 980.6199 gals.).
 CM0583
 CM0583.The modeled gravity was interpolated from observed gravity values.
 CM0583
 CM0583;                    North         East    Units  Estimated Accuracy
 CM0583;SPC AL E     -   236,690.      243,160.      MT  (+/- 180 meters Scaled)
 CM0583
 CM0583                          SUPERSEDED SURVEY CONTROL
 CM0583
 CM0583  NGVD 29 (??/??/92)  242.092  (m)          794.26   (f) ADJ UNCH    2 0
 CM0583
 CM0583.Superseded values are not recommended for survey control.
 CM0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0583.See file dsdata.txt to determine how the superseded data were derived.
 CM0583
 CM0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB525118(NAD 83)
 CM0583_MARKER: DB = BENCH MARK DISK
 CM0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0583+STABILITY: SURFACE MOTION
 CM0583
 CM0583  HISTORY     - Date     Condition        Report By
 CM0583  HISTORY     - UNK      MONUMENTED       CGS
 CM0583  HISTORY     - 1952     GOOD             NGS
 CM0583
 CM0583                          STATION DESCRIPTION
 CM0583
 CM0583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0583'0.9 MI S FROM OPELIKA.
 CM0583'0.9 MILE SOUTH ALONG STATE HIGHWAY NO. 37 FROM THE COUNTY COURT
 CM0583'HOUSE AT OPELIKA, AT THE NORTH END OF A CUT, 11 RAILS SOUTH OF THE
 CM0583'YARD LIMIT SIGN ON THE CENTRAL OF GEORGIA RAILROAD 59.0 FEET WEST
 CM0583'OF CENTER-LINE OF THE HIGHWAY, 26.6 FEET EAST OF THE EAST RAIL OF
 CM0583'THE RAILROAD TRACK, 12.8 FEET SOUTH OF A TELEGRAPH POLE, 1.4 FEET
 CM0583'WEST OF REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST
 CM0583'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0075 ***********************************************************************
 BV0075  DESIGNATION -  A 151
 BV0075  PID         -  BV0075
 BV0075  STATE/COUNTY-  AL/CLARKE
 BV0075  USGS QUAD   -  COFFEEVILLE LOCK AND DAM (1981)
 BV0075
 BV0075                         *CURRENT SURVEY CONTROL
 BV0075  ___________________________________________________________________
 BV0075* NAD 83(1986)-  31 48 31.     (N)    088 07 37.     (W)     SCALED    
 BV0075* NAVD 88     -        46.564  (meters)     152.77   (feet)  ADJUSTED  
 BV0075  ___________________________________________________________________
 BV0075  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BV0075  DYNAMIC HT  -          46.508 (meters)     152.59  (feet)  COMP
 BV0075  MODELED GRAV-     979,457.5   (mgal)                       NAVD 88
 BV0075
 BV0075  VERT ORDER  -  SECOND    CLASS 0
 BV0075
 BV0075.The horizontal coordinates were scaled from a topographic map and have
 BV0075.an estimated accuracy of +/- 6 seconds.
 BV0075
 BV0075.The orthometric height was determined by differential leveling
 BV0075.and adjusted by the National Geodetic Survey in June 1991..
 BV0075
 BV0075.The geoid height was determined by GEOID03.
 BV0075
 BV0075.The dynamic height is computed by dividing the NAVD 88
 BV0075.geopotential number by the normal gravity value computed on the
 BV0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0075.degrees latitude (g = 980.6199 gals.).
 BV0075
 BV0075.The modeled gravity was interpolated from observed gravity values.
 BV0075
 BV0075;                    North         East    Units  Estimated Accuracy
 BV0075;SPC AL W     -   200,680.      540,640.      MT  (+/- 180 meters Scaled)
 BV0075
 BV0075                          SUPERSEDED SURVEY CONTROL
 BV0075
 BV0075  NGVD 29 (??/??/92)   46.55   (m)          152.7    (f) COMPUTED    2 0
 BV0075
 BV0075.Superseded values are not recommended for survey control.
 BV0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0075.See file dsdata.txt to determine how the superseded data were derived.
 BV0075
 BV0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA933197(NAD 83)
 BV0075_MARKER: DB = BENCH MARK DISK
 BV0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0075_STAMPING: A-151 1943
 BV0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0075+STABILITY: SURFACE MOTION
 BV0075
 BV0075  HISTORY     - Date     Condition        Report By
 BV0075  HISTORY     - 1943     MONUMENTED       CGS
 BV0075  HISTORY     - 19540106 MARK NOT FOUND   LOCENG
 BV0075
 BV0075                          STATION DESCRIPTION
 BV0075
 BV0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0075'4.3 MI NW FROM COFFEEVILLE.
 BV0075'4.3 MILES NORTHWEST ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE
 BV0075'AT COFFEEVILLE, ABOUT 100 FEET NORTH OF A FARM HOUSE, 21 FEET
 BV0075'NORTHEAST OF THE CENTER-LINE OF THE ROAD, 4.2 FEET NORTHWEST OF THE
 BV0075'CORNER FENCE POST, 2 FEET SOUTHWEST OF THE FENCE, 1.5 FEET SOUTHWEST
 BV0075'OF REFERENCE POST.  BENCH MARK DISK SET IN TOP OF CONCRETE POST
 BV0075'PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 BV0075
 BV0075                          STATION RECOVERY (1954)
 BV0075
 BV0075'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 BV0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0076 ***********************************************************************
 BV0076  DESIGNATION -  A 151 RESET
 BV0076  PID         -  BV0076
 BV0076  STATE/COUNTY-  AL/CLARKE
 BV0076  USGS QUAD   -  COFFEEVILLE LOCK AND DAM (1981)
 BV0076
 BV0076                         *CURRENT SURVEY CONTROL
 BV0076  ___________________________________________________________________
 BV0076* NAD 83(1986)-  31 48 31.     (N)    088 07 37.     (W)     SCALED    
 BV0076* NAVD 88     -        46.18   (meters)     151.5    (feet)  RESET     
 BV0076  ___________________________________________________________________
 BV0076  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BV0076
 BV0076  VERT ORDER  -  THIRD
 BV0076
 BV0076.The horizontal coordinates were scaled from a topographic map and have
 BV0076.an estimated accuracy of +/- 6 seconds.
 BV0076
 BV0076.The orthometric height was computed from unverified reset data.
 BV0076
 BV0076.The geoid height was determined by GEOID03.
 BV0076
 BV0076;                    North         East    Units  Estimated Accuracy
 BV0076;SPC AL W     -   200,680.      540,640.      MT  (+/- 180 meters Scaled)
 BV0076
 BV0076                          SUPERSEDED SURVEY CONTROL
 BV0076
 BV0076  NGVD 29 (??/??/??)   46.24   (m)          151.7    (f) RESET       3  
 BV0076
 BV0076.Superseded values are not recommended for survey control.
 BV0076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0076.See file dsdata.txt to determine how the superseded data were derived.
 BV0076
 BV0076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA933197(NAD 83)
 BV0076_MARKER: DB = BENCH MARK DISK
 BV0076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0076_STAMPING: A 151 RESET 1953
 BV0076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0076+STABILITY: SURFACE MOTION
 BV0076
 BV0076  HISTORY     - Date     Condition        Report By
 BV0076  HISTORY     - 1953     MONUMENTED       LOCENG
 BV0076
 BV0076                          STATION DESCRIPTION
 BV0076
 BV0076'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 BV0076'4.3 MI NW FROM COFFEEVILLE.
 BV0076'4.3 MILES NORTHWEST ALONG A BITUMINOUS-SURFACED COUNTY ROAD FROM THE
 BV0076'POST OFFICE AT COFFEEVILLE, CLARKE COUNTY, 111 FEET NORTH OF A
 BV0076'FARMHOUSE, 30 FEET EAST OF THE SOUTHWEST CORNER OF A BARN, AND 34 FEET
 BV0076'NORTHEAST OF THE CENTER LINE OF THE ROAD AT SURVEY STATION 209+30. A
 BV0076'STANDARD DISK, STAMPED A 151 RESET 1953 AND SET IN THE TOP OF A
 BV0076'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0416 ***********************************************************************
 CO0416  DESIGNATION -  A 152
 CO0416  PID         -  CO0416
 CO0416  STATE/COUNTY-  AL/MARENGO
 CO0416  USGS QUAD   -  PUTNAM (1978)
 CO0416
 CO0416                         *CURRENT SURVEY CONTROL
 CO0416  ___________________________________________________________________
 CO0416* NAD 83(1986)-  32 06 45.     (N)    088 00 21.     (W)     SCALED    
 CO0416* NAVD 88     -        63.456  (meters)     208.19   (feet)  ADJUSTED  
 CO0416  ___________________________________________________________________
 CO0416  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CO0416  DYNAMIC HT  -          63.383 (meters)     207.95  (feet)  COMP
 CO0416  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 CO0416
 CO0416  VERT ORDER  -  SECOND    CLASS 0
 CO0416
 CO0416.The horizontal coordinates were scaled from a topographic map and have
 CO0416.an estimated accuracy of +/- 6 seconds.
 CO0416
 CO0416.The orthometric height was determined by differential leveling
 CO0416.and adjusted by the National Geodetic Survey in June 1991..
 CO0416
 CO0416.The geoid height was determined by GEOID03.
 CO0416
 CO0416.The dynamic height is computed by dividing the NAVD 88
 CO0416.geopotential number by the normal gravity value computed on the
 CO0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0416.degrees latitude (g = 980.6199 gals.).
 CO0416
 CO0416.The modeled gravity was interpolated from observed gravity values.
 CO0416
 CO0416;                    North         East    Units  Estimated Accuracy
 CO0416;SPC AL W     -   234,310.      552,260.      MT  (+/- 180 meters Scaled)
 CO0416
 CO0416                          SUPERSEDED SURVEY CONTROL
 CO0416
 CO0416  NGVD 29 (??/??/92)   63.434  (m)          208.12   (f) ADJ UNCH    2 0
 CO0416
 CO0416.Superseded values are not recommended for survey control.
 CO0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0416.See file dsdata.txt to determine how the superseded data were derived.
 CO0416
 CO0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA051533(NAD 83)
 CO0416_MARKER: DB = BENCH MARK DISK
 CO0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0416_STAMPING: A 152 1943
 CO0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0416+STABILITY: SURFACE MOTION
 CO0416
 CO0416  HISTORY     - Date     Condition        Report By
 CO0416  HISTORY     - 1943     MONUMENTED       CGS
 CO0416
 CO0416                          STATION DESCRIPTION
 CO0416
 CO0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CO0416'1.7 MI S FROM NANAFALIA.
 CO0416'1.2 MILES WEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 CO0416'NANAFALIA, MARENGO COUNTY, 0.5 MILE SOUTH ALONG A GRADED COUNTY ROAD.
 CO0416'AT A FARMHOUSE, IN THE SOUTHEAST CORNER OF THE YARD, 31 FEET SOUTHEAST
 CO0416'OF THE SOUTHEAST CORNER OF THE HOUSE, 29.5 FEET WEST OF THE CENTER
 CO0416'LINE OF THE ROAD, 3.2 FEET NORTHEAST OF A FENCE CORNER, 2 FEET EAST OF
 CO0416'THE FENCE, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A STANDARD
 CO0416'DISK, STAMPED A 152 1943 AND SET IN THE TOP OF A CONCRETE POST
 CO0416'PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0140 ***********************************************************************
 BU0140  DESIGNATION -  A 153
 BU0140  PID         -  BU0140
 BU0140  STATE/COUNTY-  AL/CRENSHAW
 BU0140  USGS QUAD   -  LUVERNE (1971)
 BU0140
 BU0140                         *CURRENT SURVEY CONTROL
 BU0140  ___________________________________________________________________
 BU0140* NAD 83(1986)-  31 42 16.     (N)    086 15 14.     (W)     SCALED    
 BU0140* NAVD 88     -       104.375  (meters)     342.44   (feet)  ADJUSTED  
 BU0140  ___________________________________________________________________
 BU0140  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BU0140  DYNAMIC HT  -         104.251 (meters)     342.03  (feet)  COMP
 BU0140  MODELED GRAV-     979,453.2   (mgal)                       NAVD 88
 BU0140
 BU0140  VERT ORDER  -  SECOND    CLASS 0
 BU0140
 BU0140.The horizontal coordinates were scaled from a topographic map and have
 BU0140.an estimated accuracy of +/- 6 seconds.
 BU0140
 BU0140.The orthometric height was determined by differential leveling
 BU0140.and adjusted by the National Geodetic Survey in June 1991..
 BU0140
 BU0140.The geoid height was determined by GEOID03.
 BU0140
 BU0140.The dynamic height is computed by dividing the NAVD 88
 BU0140.geopotential number by the normal gravity value computed on the
 BU0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0140.degrees latitude (g = 980.6199 gals.).
 BU0140
 BU0140.The modeled gravity was interpolated from observed gravity values.
 BU0140
 BU0140;                    North         East    Units  Estimated Accuracy
 BU0140;SPC AL E     -   133,610.      160,140.      MT  (+/- 180 meters Scaled)
 BU0140
 BU0140                          SUPERSEDED SURVEY CONTROL
 BU0140
 BU0140  NGVD 29 (??/??/92)  104.369  (m)          342.42   (f) ADJ UNCH    2 0
 BU0140
 BU0140.Superseded values are not recommended for survey control.
 BU0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0140.See file dsdata.txt to determine how the superseded data were derived.
 BU0140
 BU0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA707079(NAD 83)
 BU0140_MARKER: DB = BENCH MARK DISK
 BU0140_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0140_SP_SET: CULVERT
 BU0140_STAMPING: A 153 1943
 BU0140_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0140
 BU0140  HISTORY     - Date     Condition        Report By
 BU0140  HISTORY     - 1943     MONUMENTED       CGS
 BU0140
 BU0140                          STATION DESCRIPTION
 BU0140
 BU0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0140'1.1 MI SE FROM LUVERNE.
 BU0140'1.1 MILES SOUTHEAST OF LUVERNE, CRENSHAW COUNTY.  THIS BENCH MARK MAY
 BU0140'BE REACHED FROM THE POST OFFICE BY GOING 0.5 MILE SOUTH ALONG U.S.
 BU0140'HIGHWAY 29, THENCE 0.6 MILE SOUTHEAST ALONG A PAVED COUNTY ROAD.  IT
 BU0140'IS 400 FEET SOUTHWEST OF A FARMHOUSE, AT A 4- BY 6-FOOT CONCRETE
 BU0140'CULVERT (NUMBER 548+90), IN THE TOP OF THE WEST CORNER OF THE NORTH
 BU0140'HEAD WALL, 13.5 FEET NORTH OF THE CENTER LINE OF THE ROAD, 1.2 FEET
 BU0140'EAST OF THE WEST END OF THE HEAD WALL, AND LEVEL WITH THE ROAD.  A
 BU0140'STANDARD DISK, STAMPED A 153 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0825 ***********************************************************************
 CM0825  DESIGNATION -  A 154
 CM0825  PID         -  CM0825
 CM0825  STATE/COUNTY-  AL/RUSSELL
 CM0825  USGS QUAD   -  OMAHA (1984)
 CM0825
 CM0825                         *CURRENT SURVEY CONTROL
 CM0825  ___________________________________________________________________
 CM0825* NAD 83(1986)-  32 10 53.     (N)    085 02 45.     (W)     SCALED    
 CM0825* NAVD 88     -       142.442  (meters)     467.33   (feet)  ADJUSTED  
 CM0825  ___________________________________________________________________
 CM0825  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CM0825  DYNAMIC HT  -         142.280 (meters)     466.80  (feet)  COMP
 CM0825  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 CM0825
 CM0825  VERT ORDER  -  SECOND    CLASS 0
 CM0825
 CM0825.The horizontal coordinates were scaled from a topographic map and have
 CM0825.an estimated accuracy of +/- 6 seconds.
 CM0825
 CM0825.The orthometric height was determined by differential leveling
 CM0825.and adjusted by the National Geodetic Survey in June 1991..
 CM0825
 CM0825.The geoid height was determined by GEOID03.
 CM0825
 CM0825.The dynamic height is computed by dividing the NAVD 88
 CM0825.geopotential number by the normal gravity value computed on the
 CM0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0825.degrees latitude (g = 980.6199 gals.).
 CM0825
 CM0825.The modeled gravity was interpolated from observed gravity values.
 CM0825
 CM0825;                    North         East    Units  Estimated Accuracy
 CM0825;SPC AL E     -   186,690.      274,270.      MT  (+/- 180 meters Scaled)
 CM0825
 CM0825                          SUPERSEDED SURVEY CONTROL
 CM0825
 CM0825  NGVD 29 (??/??/92)  142.470  (m)          467.42   (f) ADJ UNCH    2 0
 CM0825
 CM0825.Superseded values are not recommended for survey control.
 CM0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0825.See file dsdata.txt to determine how the superseded data were derived.
 CM0825
 CM0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA842622(NAD 83)
 CM0825_MARKER: DB = BENCH MARK DISK
 CM0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0825+STABILITY: SURFACE MOTION
 CM0825
 CM0825  HISTORY     - Date     Condition        Report By
 CM0825  HISTORY     - UNK      MONUMENTED       CGS
 CM0825
 CM0825                          STATION DESCRIPTION
 CM0825
 CM0825'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0825'3.2 MI N FROM COTTONTON.
 CM0825'3.2 MILES NORTH OF THE POST OFFICE AT COTTONTON, ALONG THE OLD
 CM0825'RIVER ROAD, SET NEAR A FRAME HOUSE, 36 FEET EAST OF THE CENTER-LINE
 CM0825'OF THE OLD RIVER ROAD, 19 FEET NORTH OF THE DRIVEWAY LEADING TO
 CM0825'THE FRAME HOUSE, 50 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CM0825'HOUSE, 25 FEET SOUTHWEST OF A 36 INCH CEDAR TREE, 1 FOOT SOUTH OF
 CM0825'REFERENCE POST, BENCH MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0828 ***********************************************************************
 CM0828  DESIGNATION -  A 156
 CM0828  PID         -  CM0828
 CM0828  STATE/COUNTY-  AL/RUSSELL
 CM0828  USGS QUAD   -  OMAHA (1984)
 CM0828
 CM0828                         *CURRENT SURVEY CONTROL
 CM0828  ___________________________________________________________________
 CM0828* NAD 83(1986)-  32 08 04.     (N)    085 04 19.     (W)     SCALED    
 CM0828* NAVD 88     -       102.343  (meters)     335.77   (feet)  ADJUSTED  
 CM0828  ___________________________________________________________________
 CM0828  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CM0828  DYNAMIC HT  -         102.227 (meters)     335.39  (feet)  COMP
 CM0828  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 CM0828
 CM0828  VERT ORDER  -  SECOND    CLASS 0
 CM0828
 CM0828.The horizontal coordinates were scaled from a topographic map and have
 CM0828.an estimated accuracy of +/- 6 seconds.
 CM0828
 CM0828.The orthometric height was determined by differential leveling
 CM0828.and adjusted by the National Geodetic Survey in June 1991..
 CM0828
 CM0828.The geoid height was determined by GEOID03.
 CM0828
 CM0828.The dynamic height is computed by dividing the NAVD 88
 CM0828.geopotential number by the normal gravity value computed on the
 CM0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0828.degrees latitude (g = 980.6199 gals.).
 CM0828
 CM0828.The modeled gravity was interpolated from observed gravity values.
 CM0828
 CM0828;                    North         East    Units  Estimated Accuracy
 CM0828;SPC AL E     -   181,470.      271,840.      MT  (+/- 180 meters Scaled)
 CM0828
 CM0828                          SUPERSEDED SURVEY CONTROL
 CM0828
 CM0828  NGVD 29 (??/??/92)  102.378  (m)          335.89   (f) ADJ UNCH    2 0
 CM0828
 CM0828.Superseded values are not recommended for survey control.
 CM0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0828.See file dsdata.txt to determine how the superseded data were derived.
 CM0828
 CM0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA818569(NAD 83)
 CM0828_MARKER: DB = BENCH MARK DISK
 CM0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0828+STABILITY: SURFACE MOTION
 CM0828
 CM0828  HISTORY     - Date     Condition        Report By
 CM0828  HISTORY     - UNK      MONUMENTED       CGS
 CM0828
 CM0828                          STATION DESCRIPTION
 CM0828
 CM0828'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0828'0.8 MI S FROM COTTONTON.
 CM0828'0.8 MILE SOUTH ALONG THE OLD RIVER ROAD FROM THE POST OFFICE AT
 CM0828'COTTONTON, SET ON TOP OF A HILL, 29.4 FEET EAST OF CENTER-LINE OF
 CM0828'THE ROAD, 11.4 FEET SOUTH OF AN OAK TREE WITH A TRIANGULAR BLAZE,
 CM0828'1.1 FEET WEST OF RIGHT-OF-WAY FENCE, 1.5 FEET NORTH OF REFERENCE
 CM0828'POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 CM0828'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0592 ***********************************************************************
 BT0592  DESIGNATION -  A 157
 BT0592  PID         -  BT0592
 BT0592  STATE/COUNTY-  AL/HENRY
 BT0592  USGS QUAD   -  ABBEVILLE WEST (1981)
 BT0592
 BT0592                         *CURRENT SURVEY CONTROL
 BT0592  ___________________________________________________________________
 BT0592* NAD 83(1986)-  31 37 01.     (N)    085 16 40.     (W)     SCALED    
 BT0592* NAVD 88     -       154.881  (meters)     508.14   (feet)  ADJUSTED  
 BT0592  ___________________________________________________________________
 BT0592  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BT0592  DYNAMIC HT  -         154.695 (meters)     507.53  (feet)  COMP
 BT0592  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 BT0592
 BT0592  VERT ORDER  -  SECOND    CLASS 0
 BT0592
 BT0592.The horizontal coordinates were scaled from a topographic map and have
 BT0592.an estimated accuracy of +/- 6 seconds.
 BT0592
 BT0592.The orthometric height was determined by differential leveling
 BT0592.and adjusted by the National Geodetic Survey in June 1991..
 BT0592
 BT0592.The geoid height was determined by GEOID03.
 BT0592
 BT0592.The dynamic height is computed by dividing the NAVD 88
 BT0592.geopotential number by the normal gravity value computed on the
 BT0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0592.degrees latitude (g = 980.6199 gals.).
 BT0592
 BT0592.The modeled gravity was interpolated from observed gravity values.
 BT0592
 BT0592;                    North         East    Units  Estimated Accuracy
 BT0592;SPC AL E     -   123,970.      252,710.      MT  (+/- 180 meters Scaled)
 BT0592
 BT0592                          SUPERSEDED SURVEY CONTROL
 BT0592
 BT0592  NGVD 29 (??/??/92)  154.938  (m)          508.33   (f) ADJ UNCH    2 0
 BT0592
 BT0592.Superseded values are not recommended for survey control.
 BT0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0592.See file dsdata.txt to determine how the superseded data were derived.
 BT0592
 BT0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV633992(NAD 83)
 BT0592_MARKER: DB = BENCH MARK DISK
 BT0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0592_STAMPING: A 157 1943
 BT0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0592+STABILITY: SURFACE MOTION
 BT0592
 BT0592  HISTORY     - Date     Condition        Report By
 BT0592  HISTORY     - 1943     MONUMENTED       CGS
 BT0592  HISTORY     - 1968     MARK NOT FOUND   USGS
 BT0592
 BT0592                          STATION DESCRIPTION
 BT0592
 BT0592'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT0592'4.1 MI N FROM ABBEVILLE.
 BT0592'4.1 MILES NORTH OF THE COUNTY COURTHOUSE AT ABBEVILLE, ALONG
 BT0592'U.S. HIGHWAY NO. 241, SET AT A T INTERSECTION, 39 FEET WEST OF
 BT0592'THE CENTER-LINE OF THE U.S. HIGHWAY, 39 FEET SOUTH OF CENTER-LINE
 BT0592'OF THE GRADED COUNTY ROAD LEADING WEST, 11 FEET SOUTH OF A CORNER
 BT0592'FENCE POST, 2.6 FEET EAST OF A WIRE FENCE, 1 FOOT NORTH OF REFERENCE
 BT0592'POST, BENCH MARK DISK SET IN TOP OF CONCRETE POST.
 BT0592
 BT0592                          STATION RECOVERY (1968)
 BT0592
 BT0592'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BT0592'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0800 ***********************************************************************
 BU0800  DESIGNATION -  A 16
 BU0800  PID         -  BU0800
 BU0800  STATE/COUNTY-  AL/MONROE
 BU0800  USGS QUAD   -  MEXIA (1986)
 BU0800
 BU0800                         *CURRENT SURVEY CONTROL
 BU0800  ___________________________________________________________________
 BU0800* NAD 83(1986)-  31 30 27.     (N)    087 23 15.     (W)     SCALED    
 BU0800* NAVD 88     -       126.398  (meters)     414.69   (feet)  ADJUSTED  
 BU0800  ___________________________________________________________________
 BU0800  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BU0800  DYNAMIC HT  -         126.242 (meters)     414.18  (feet)  COMP
 BU0800  MODELED GRAV-     979,405.1   (mgal)                       NAVD 88
 BU0800
 BU0800  VERT ORDER  -  SECOND    CLASS 0
 BU0800
 BU0800.The horizontal coordinates were scaled from a topographic map and have
 BU0800.an estimated accuracy of +/- 6 seconds.
 BU0800
 BU0800.The orthometric height was determined by differential leveling
 BU0800.and adjusted by the National Geodetic Survey in June 1991..
 BU0800
 BU0800.The geoid height was determined by GEOID03.
 BU0800
 BU0800.The dynamic height is computed by dividing the NAVD 88
 BU0800.geopotential number by the normal gravity value computed on the
 BU0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0800.degrees latitude (g = 980.6199 gals.).
 BU0800
 BU0800.The modeled gravity was interpolated from observed gravity values.
 BU0800
 BU0800;                    North         East    Units  Estimated Accuracy
 BU0800;SPC AL W     -   167,120.      610,690.      MT  (+/- 180 meters Scaled)
 BU0800
 BU0800                          SUPERSEDED SURVEY CONTROL
 BU0800
 BU0800  NGVD 29 (??/??/92)  126.379  (m)          414.63   (f) ADJ UNCH    2 0
 BU0800
 BU0800.Superseded values are not recommended for survey control.
 BU0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0800.See file dsdata.txt to determine how the superseded data were derived.
 BU0800
 BU0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV632859(NAD 83)
 BU0800_MARKER: DB = BENCH MARK DISK
 BU0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0800_STAMPING: A 16 1934
 BU0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0800+STABILITY: SURFACE MOTION
 BU0800
 BU0800  HISTORY     - Date     Condition        Report By
 BU0800  HISTORY     - 1934     MONUMENTED       CGS
 BU0800  HISTORY     - 1950     GOOD             NGS
 BU0800
 BU0800                          STATION DESCRIPTION
 BU0800
 BU0800'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU0800'IN MEXIA.
 BU0800'AT MEXIA, ABOUT 108 YARDS EAST OF MEXIA METHODIST CHURCH, ABOUT 210
 BU0800'FEET SOUTHWEST AND ACROSS U.S. HIGHWAY 84 FROM THE SOUTHWEST CORNER OF
 BU0800'THE POST OFFICE, 54 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 99
 BU0800'FEET WEST OF THE NORTHWEST CORNER OF THE C. S. LLOYD GROCERY STORE, 6
 BU0800'FEET NORTH OF NORTHEAST CORNER OF A FENCE AROUND LAWN OF HOUSE, 49
 BU0800'FEET SOUTHEAST OF THE EAST END OF AN 18-INCH PIPE CULVERT UNDER WALK
 BU0800'TO HOUSE, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 BU0800'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0031 ***********************************************************************
 CO0031  DESIGNATION -  A 160
 CO0031  PID         -  CO0031
 CO0031  STATE/COUNTY-  AL/GREENE
 CO0031  USGS QUAD   -  EPES EAST (1986)
 CO0031
 CO0031                         *CURRENT SURVEY CONTROL
 CO0031  ___________________________________________________________________
 CO0031* NAD 83(1986)-  32 44 29.     (N)    088 03 00.     (W)     SCALED    
 CO0031* NAVD 88     -        41.601  (meters)     136.49   (feet)  ADJUSTED  
 CO0031  ___________________________________________________________________
 CO0031  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CO0031  DYNAMIC HT  -          41.554 (meters)     136.33  (feet)  COMP
 CO0031  MODELED GRAV-     979,509.8   (mgal)                       NAVD 88
 CO0031
 CO0031  VERT ORDER  -  FIRST     CLASS II
 CO0031
 CO0031.The horizontal coordinates were scaled from a topographic map and have
 CO0031.an estimated accuracy of +/- 6 seconds.
 CO0031
 CO0031.The orthometric height was determined by differential leveling
 CO0031.and adjusted by the National Geodetic Survey in June 1991..
 CO0031
 CO0031.The geoid height was determined by GEOID03.
 CO0031
 CO0031.The dynamic height is computed by dividing the NAVD 88
 CO0031.geopotential number by the normal gravity value computed on the
 CO0031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0031.degrees latitude (g = 980.6199 gals.).
 CO0031
 CO0031.The modeled gravity was interpolated from observed gravity values.
 CO0031
 CO0031;                    North         East    Units  Estimated Accuracy
 CO0031;SPC AL W     -   304,070.      548,450.      MT  (+/- 180 meters Scaled)
 CO0031
 CO0031                          SUPERSEDED SURVEY CONTROL
 CO0031
 CO0031  NGVD 29 (??/??/92)   41.573  (m)          136.39   (f) ADJ UNCH    1 2
 CO0031
 CO0031.Superseded values are not recommended for survey control.
 CO0031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0031.See file dsdata.txt to determine how the superseded data were derived.
 CO0031
 CO0031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB016231(NAD 83)
 CO0031_MARKER: DB = BENCH MARK DISK
 CO0031_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0031_SP_SET: CULVERT
 CO0031_STAMPING: A 160 1944
 CO0031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0031
 CO0031  HISTORY     - Date     Condition        Report By
 CO0031  HISTORY     - 1944     MONUMENTED       CGS
 CO0031
 CO0031                          STATION DESCRIPTION
 CO0031
 CO0031'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CO0031'1.8 MI SW FROM BOLIGEE.
 CO0031'1.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CO0031'BOLIGEE, GREENE COUNTY, AT A FARM-ROAD CROSSING, 20 FEET NORTHEAST OF
 CO0031'THE CENTERLINE OF THE ROAD, AT A CONCRETE CULVERT UNDER U.S. HIGHWAY
 CO0031'11, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL, 16.7
 CO0031'FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 CO0031'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2555 ***********************************************************************
 CN2555  DESIGNATION -  A 161
 CN2555  PID         -  CN2555
 CN2555  STATE/COUNTY-  AL/HALE
 CN2555  USGS QUAD   -  MOUNDVILLE WEST (1980)
 CN2555
 CN2555                         *CURRENT SURVEY CONTROL
 CN2555  ___________________________________________________________________
 CN2555* NAD 83(1986)-  32 57 57.     (N)    087 39 21.     (W)     SCALED    
 CN2555* NAVD 88     -        45.508  (meters)     149.30   (feet)  ADJUSTED  
 CN2555  ___________________________________________________________________
 CN2555  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CN2555  DYNAMIC HT  -          45.457 (meters)     149.14  (feet)  COMP
 CN2555  MODELED GRAV-     979,519.4   (mgal)                       NAVD 88
 CN2555
 CN2555  VERT ORDER  -  FIRST     CLASS II
 CN2555
 CN2555.The horizontal coordinates were scaled from a topographic map and have
 CN2555.an estimated accuracy of +/- 6 seconds.
 CN2555
 CN2555.The orthometric height was determined by differential leveling
 CN2555.and adjusted by the National Geodetic Survey in June 1991..
 CN2555
 CN2555.The geoid height was determined by GEOID03.
 CN2555
 CN2555.The dynamic height is computed by dividing the NAVD 88
 CN2555.geopotential number by the normal gravity value computed on the
 CN2555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2555.degrees latitude (g = 980.6199 gals.).
 CN2555
 CN2555.The modeled gravity was interpolated from observed gravity values.
 CN2555
 CN2555;                    North         East    Units  Estimated Accuracy
 CN2555;SPC AL W     -   328,830.      585,430.      MT  (+/- 180 meters Scaled)
 CN2555
 CN2555                          SUPERSEDED SURVEY CONTROL
 CN2555
 CN2555  NGVD 29 (??/??/92)   45.476  (m)          149.20   (f) ADJ UNCH    1 2
 CN2555
 CN2555.Superseded values are not recommended for survey control.
 CN2555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2555.See file dsdata.txt to determine how the superseded data were derived.
 CN2555
 CN2555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB387476(NAD 83)
 CN2555_MARKER: DD = SURVEY DISK
 CN2555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2555_STAMPING: A 161
 CN2555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2555+STABILITY: SURFACE MOTION
 CN2555
 CN2555  HISTORY     - Date     Condition        Report By
 CN2555  HISTORY     - UNK      MONUMENTED       ALGS
 CN2555  HISTORY     - 1944     GOOD             NGS
 CN2555
 CN2555                          STATION DESCRIPTION
 CN2555
 CN2555'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CN2555'IN POWERS.
 CN2555'AT POWERS, HALE COUNTY, 20.7 FEET NORTH OF THE NORTHWEST CORNER OF THE
 CN2555'SOUTHERN RAILWAY STATION, 40.5 FEET SOUTH OF THE CENTER OF A DIRT-ROAD
 CN2555'CROSSING, 19.5 FEET EAST OF THE CENTERLINE OF THE TRACK, 3 FEET WEST
 CN2555'OF BENCH MARK L 9-0 (USE), DESCRIBED ABOVE, 2 FEET WEST OF A WHITE
 CN2555'WOODEN WITNESS POST, AND 1/2 FOOT LOWER THAN THE TRACK.  A STATE
 CN2555'SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1011 ***********************************************************************
 DH1011  DESIGNATION -  A 162
 DH1011  PID         -  DH1011
 DH1011  STATE/COUNTY-  AL/JEFFERSON
 DH1011  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1011
 DH1011                         *CURRENT SURVEY CONTROL
 DH1011  ___________________________________________________________________
 DH1011* NAD 83(1986)-  33 32 09.     (N)    086 48 26.     (W)     SCALED    
 DH1011* NAVD 88     -       181.994  (meters)     597.09   (feet)  ADJUSTED  
 DH1011  ___________________________________________________________________
 DH1011  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH1011  DYNAMIC HT  -         181.792 (meters)     596.43  (feet)  COMP
 DH1011  MODELED GRAV-     979,528.2   (mgal)                       NAVD 88
 DH1011
 DH1011  VERT ORDER  -  FIRST     CLASS II
 DH1011
 DH1011.The horizontal coordinates were scaled from a topographic map and have
 DH1011.an estimated accuracy of +/- 6 seconds.
 DH1011
 DH1011.The orthometric height was determined by differential leveling
 DH1011.and adjusted by the National Geodetic Survey in June 1991..
 DH1011
 DH1011.The geoid height was determined by GEOID03.
 DH1011
 DH1011.The dynamic height is computed by dividing the NAVD 88
 DH1011.geopotential number by the normal gravity value computed on the
 DH1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1011.degrees latitude (g = 980.6199 gals.).
 DH1011
 DH1011.The modeled gravity was interpolated from observed gravity values.
 DH1011
 DH1011;                    North         East    Units  Estimated Accuracy
 DH1011;SPC AL W     -   392,250.      664,340.      MT  (+/- 180 meters Scaled)
 DH1011
 DH1011                          SUPERSEDED SURVEY CONTROL
 DH1011
 DH1011  NGVD 29 (??/??/92)  181.949  (m)          596.94   (f) ADJ UNCH    1 2
 DH1011
 DH1011.Superseded values are not recommended for survey control.
 DH1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1011.See file dsdata.txt to determine how the superseded data were derived.
 DH1011
 DH1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC178107(NAD 83)
 DH1011_MARKER: DB = BENCH MARK DISK
 DH1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1011_SP_SET: UNDERPASS
 DH1011_STAMPING: A 162 1943
 DH1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1011
 DH1011  HISTORY     - Date     Condition        Report By
 DH1011  HISTORY     - 1943     MONUMENTED       CGS
 DH1011  HISTORY     - 1959     GOOD             NGS
 DH1011
 DH1011                          STATION DESCRIPTION
 DH1011
 DH1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DH1011'1.0 MI N FROM BIRMINGHAM.
 DH1011'1.0 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM TERMINAL STATION AT
 DH1011'BIRMINGHAM, JEFFERSON COUNTY, 110 YARDS SOUTH OF MILEPOST 800, AT THE
 DH1011'FIFTEENTH AVENUE UNDERPASS, IN THE TOP OF THE SOUTH CONCRETE ABUTMENT,
 DH1011'1.4 FEET EAST OF THE WEST END, 11.8 FEET WEST OF THE CENTER LINE OF
 DH1011'THE WEST TRACK, AND ABOUT 1/2 FOOT LOWER THAN THE TRACK.  A STANDARD
 DH1011'DISK, STAMPED A 162 1943.
 DH1011
 DH1011                          STATION RECOVERY (1959)
 DH1011
 DH1011'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DH1011'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0690 ***********************************************************************
 DH0690  DESIGNATION -  A 163
 DH0690  PID         -  DH0690
 DH0690  STATE/COUNTY-  AL/JEFFERSON
 DH0690  USGS QUAD   -  GREENWOOD (1978)
 DH0690
 DH0690                         *CURRENT SURVEY CONTROL
 DH0690  ___________________________________________________________________
 DH0690* NAD 83(1986)-  33 19 59.     (N)    086 55 03.     (W)     SCALED    
 DH0690* NAVD 88     -       164.618  (meters)     540.08   (feet)  ADJUSTED  
 DH0690  ___________________________________________________________________
 DH0690  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0690  DYNAMIC HT  -         164.436 (meters)     539.49  (feet)  COMP
 DH0690  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 DH0690
 DH0690  VERT ORDER  -  FIRST     CLASS II
 DH0690
 DH0690.The horizontal coordinates were scaled from a topographic map and have
 DH0690.an estimated accuracy of +/- 6 seconds.
 DH0690
 DH0690.The orthometric height was determined by differential leveling
 DH0690.and adjusted by the National Geodetic Survey in June 1991..
 DH0690
 DH0690.The geoid height was determined by GEOID03.
 DH0690
 DH0690.The dynamic height is computed by dividing the NAVD 88
 DH0690.geopotential number by the normal gravity value computed on the
 DH0690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0690.degrees latitude (g = 980.6199 gals.).
 DH0690
 DH0690.The modeled gravity was interpolated from observed gravity values.
 DH0690
 DH0690;                    North         East    Units  Estimated Accuracy
 DH0690;SPC AL W     -   369,700.      654,230.      MT  (+/- 180 meters Scaled)
 DH0690
 DH0690                          SUPERSEDED SURVEY CONTROL
 DH0690
 DH0690  NGVD 29 (??/??/92)  164.572  (m)          539.93   (f) ADJ UNCH    1 2
 DH0690
 DH0690.Superseded values are not recommended for survey control.
 DH0690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0690.See file dsdata.txt to determine how the superseded data were derived.
 DH0690
 DH0690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB076882(NAD 83)
 DH0690_MARKER: DB = BENCH MARK DISK
 DH0690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0690+STABILITY: SURFACE MOTION
 DH0690
 DH0690  HISTORY     - Date     Condition        Report By
 DH0690  HISTORY     - UNK      MONUMENTED       CGS
 DH0690  HISTORY     - 1943     GOOD             NGS
 DH0690
 DH0690                          STATION DESCRIPTION
 DH0690
 DH0690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 DH0690'6.6 MI S FROM BURSTALL.
 DH0690'ABOUT 6.6 MILES SOUTHERLY ALONG THE SOUTHERN RAILWAY FROM THE BURSTALL
 DH0690'INTERLOCKING PLANT CONTROL TOWER.  SET ABOUT 0.35 MILE NW OF MILE POST
 DH0690'28, 69.4 FEET WEST OF THE CENTER OF A ROAD CROSSING AT MORGAN, 17.5
 DH0690'FEET NW OF THE CENTERLINE OF A GRADED ROAD, 67.7 FEET SW OF THE SW
 DH0690'RAIL 15 FEET SW OF A TELEPHONE POLE, 2.0 FEET SE OF A REFERENCE POST,
 DH0690'AND ABOUT LEVEL WITH THE TRACK.  A DISK SET IN THE TOP OF A CONCRETE
 DH0690'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0691 ***********************************************************************
 DH0691  DESIGNATION -  A 163 RESET
 DH0691  PID         -  DH0691
 DH0691  STATE/COUNTY-  AL/JEFFERSON
 DH0691  USGS QUAD   -  GREENWOOD (1978)
 DH0691
 DH0691                         *CURRENT SURVEY CONTROL
 DH0691  ___________________________________________________________________
 DH0691* NAD 83(1986)-  33 19 59.     (N)    086 55 03.     (W)     SCALED    
 DH0691* NAVD 88     -       164.217  (meters)     538.77   (feet)  ADJUSTED  
 DH0691  ___________________________________________________________________
 DH0691  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0691  DYNAMIC HT  -         164.036 (meters)     538.17  (feet)  COMP
 DH0691  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 DH0691
 DH0691  VERT ORDER  -  FIRST     CLASS II
 DH0691
 DH0691.The horizontal coordinates were scaled from a topographic map and have
 DH0691.an estimated accuracy of +/- 6 seconds.
 DH0691
 DH0691.The orthometric height was determined by differential leveling
 DH0691.and adjusted by the National Geodetic Survey in June 1991..
 DH0691
 DH0691.The geoid height was determined by GEOID03.
 DH0691
 DH0691.The dynamic height is computed by dividing the NAVD 88
 DH0691.geopotential number by the normal gravity value computed on the
 DH0691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0691.degrees latitude (g = 980.6199 gals.).
 DH0691
 DH0691.The modeled gravity was interpolated from observed gravity values.
 DH0691
 DH0691;                    North         East    Units  Estimated Accuracy
 DH0691;SPC AL W     -   369,700.      654,230.      MT  (+/- 180 meters Scaled)
 DH0691
 DH0691                          SUPERSEDED SURVEY CONTROL
 DH0691
 DH0691.No superseded survey control is available for this station.
 DH0691
 DH0691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB076882(NAD 83)
 DH0691_MARKER: DB = BENCH MARK DISK
 DH0691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0691_STAMPING: A 163 RESET 1960
 DH0691_MARK LOGO: CGS   
 DH0691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0691+STABILITY: SURFACE MOTION
 DH0691
 DH0691  HISTORY     - Date     Condition        Report By
 DH0691  HISTORY     - 1960     MONUMENTED       CGS
 DH0691  HISTORY     - 1980     GOOD             NGS
 DH0691
 DH0691                          STATION DESCRIPTION
 DH0691
 DH0691'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 DH0691'6.6 MI S FROM BURSTALL.
 DH0691'THE MARK IS LOCATED 6.6 MILES SOUTH ALONG THE SOUTHERN RAILROAD FROM
 DH0691'THE INTERLOCKING TOWER AT BURSTALL, 0.4 MILE NORTHWEST OF MILEPOST 28,
 DH0691'IN THE SOUTHWEST ANGLE OF THE FIRST ROAD CROSSING SOUTHEAST OF AN
 DH0691'OVERPASS IN MORGAN, ON PROPERTY OWNED BY JOE E. ROGERS.  IT IS 56 FEET
 DH0691'SOUTHWEST OF THE SOUTHWEST RAIL OF THE TRACK, 19 FEET NORTHWEST OF THE
 DH0691'CENTER OF A BLACK TOP ROAD, 70 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DH0691'CORNER OF THE ROGERS HOUSE, AND 4.5 FEET NORTHWEST OF A POWER POLE,
 DH0691'AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4
 DH0691'INCHES.
 DH0691
 DH0691                          STATION RECOVERY (1980)
 DH0691
 DH0691'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH0691'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0939 ***********************************************************************
 DH0939  DESIGNATION -  A 164
 DH0939  PID         -  DH0939
 DH0939  STATE/COUNTY-  AL/JEFFERSON
 DH0939  USGS QUAD   -  GREENWOOD (1978)
 DH0939
 DH0939                         *CURRENT SURVEY CONTROL
 DH0939  ___________________________________________________________________
 DH0939* NAD 83(1986)-  33 22 27.     (N)    086 55 29.     (W)     SCALED    
 DH0939* NAVD 88     -       165.021  (meters)     541.41   (feet)  ADJUSTED  
 DH0939  ___________________________________________________________________
 DH0939  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0939  DYNAMIC HT  -         164.838 (meters)     540.81  (feet)  COMP
 DH0939  MODELED GRAV-     979,527.2   (mgal)                       NAVD 88
 DH0939
 DH0939  VERT ORDER  -  FIRST     CLASS II
 DH0939
 DH0939.The horizontal coordinates were scaled from a topographic map and have
 DH0939.an estimated accuracy of +/- 6 seconds.
 DH0939
 DH0939.The orthometric height was determined by differential leveling
 DH0939.and adjusted by the National Geodetic Survey in June 1991..
 DH0939
 DH0939.The geoid height was determined by GEOID03.
 DH0939
 DH0939.The dynamic height is computed by dividing the NAVD 88
 DH0939.geopotential number by the normal gravity value computed on the
 DH0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0939.degrees latitude (g = 980.6199 gals.).
 DH0939
 DH0939.The modeled gravity was interpolated from observed gravity values.
 DH0939
 DH0939;                    North         East    Units  Estimated Accuracy
 DH0939;SPC AL W     -   374,260.      653,530.      MT  (+/- 180 meters Scaled)
 DH0939
 DH0939                          SUPERSEDED SURVEY CONTROL
 DH0939
 DH0939  NGVD 29 (??/??/92)  164.974  (m)          541.25   (f) ADJ UNCH    1 2
 DH0939
 DH0939.Superseded values are not recommended for survey control.
 DH0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0939.See file dsdata.txt to determine how the superseded data were derived.
 DH0939
 DH0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB070927(NAD 83)
 DH0939_MARKER: DB = BENCH MARK DISK
 DH0939_SETTING: 66 = SET IN ROCK OUTCROP
 DH0939_SP_SET: ROCK OUTCROP
 DH0939_STAMPING: A 164 1944
 DH0939_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0939+STABILITY: POSITION/ELEVATION WELL
 DH0939
 DH0939  HISTORY     - Date     Condition        Report By
 DH0939  HISTORY     - 1944     MONUMENTED       CGS
 DH0939  HISTORY     - 1947     GOOD             NGS
 DH0939
 DH0939                          STATION DESCRIPTION
 DH0939
 DH0939'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0939'2.8 MI SE FROM BESSEMER.
 DH0939'ABOUT 2.8 MILES SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 DH0939'RAILROAD FROM THE STATION AT BESSEMER, ABOUT 0.1 MILE NORTHWEST OF
 DH0939'MILE POST NJ 971, 83.5 FEET SOUTHEAST AND ACROSS THE TRACK FROM A
 DH0939'SWITCH STAND, AT THE NORTHWEST END OF A SMALL CUT, 16 FEET NORTHEAST
 DH0939'OF THE NORTHEAST RAIL OF THE MAIN TRACK, AND SET IN THE TOP OF A
 DH0939'PROJECTION OF ROCK OUTCROP. NOTE-- DISK IS SOMEWHAT BATTERED BUT
 DH0939'APPARENTLY STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1093 ***********************************************************************
 DH1093  DESIGNATION -  A 165
 DH1093  PID         -  DH1093
 DH1093  STATE/COUNTY-  AL/JEFFERSON
 DH1093  USGS QUAD   -  GARDENDALE (1979)
 DH1093
 DH1093                         *CURRENT SURVEY CONTROL
 DH1093  ___________________________________________________________________
 DH1093* NAD 83(1986)-  33 38 54.     (N)    086 46 08.     (W)     SCALED    
 DH1093* NAVD 88     -       161.637  (meters)     530.30   (feet)  ADJUSTED  
 DH1093  ___________________________________________________________________
 DH1093  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH1093  DYNAMIC HT  -         161.458 (meters)     529.72  (feet)  COMP
 DH1093  MODELED GRAV-     979,531.7   (mgal)                       NAVD 88
 DH1093
 DH1093  VERT ORDER  -  FIRST     CLASS II
 DH1093
 DH1093.The horizontal coordinates were scaled from a topographic map and have
 DH1093.an estimated accuracy of +/- 6 seconds.
 DH1093
 DH1093.The orthometric height was determined by differential leveling
 DH1093.and adjusted by the National Geodetic Survey in June 1991..
 DH1093
 DH1093.The geoid height was determined by GEOID03.
 DH1093
 DH1093.The dynamic height is computed by dividing the NAVD 88
 DH1093.geopotential number by the normal gravity value computed on the
 DH1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1093.degrees latitude (g = 980.6199 gals.).
 DH1093
 DH1093.The modeled gravity was interpolated from observed gravity values.
 DH1093
 DH1093;                    North         East    Units  Estimated Accuracy
 DH1093;SPC AL W     -   404,750.      667,820.      MT  (+/- 180 meters Scaled)
 DH1093
 DH1093                          SUPERSEDED SURVEY CONTROL
 DH1093
 DH1093  NGVD 29 (??/??/92)  161.599  (m)          530.18   (f) ADJ UNCH    1 2
 DH1093
 DH1093.Superseded values are not recommended for survey control.
 DH1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1093.See file dsdata.txt to determine how the superseded data were derived.
 DH1093
 DH1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC214231(NAD 83)
 DH1093_MARKER: DB = BENCH MARK DISK
 DH1093_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1093_SP_SET: CULVERT
 DH1093_STAMPING: A 165 1944
 DH1093_MARK LOGO: CGS   
 DH1093_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1093
 DH1093  HISTORY     - Date     Condition        Report By
 DH1093  HISTORY     - 1944     MONUMENTED       CGS
 DH1093  HISTORY     - 1982     GOOD             NGS
 DH1093
 DH1093                          STATION DESCRIPTION
 DH1093
 DH1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1093'IN NEWCASTLE.
 DH1093'LOCATED ABOUT 0.1 MILE SOUTH OF THE RAILWAY STATION AT NEWCASTLE ALONG
 DH1093'THE LOUISVILLE AND NASHVILLE RAILROAD, 80.0 FEET SOUTH OF MILE-POST
 DH1093'381, 27 FEET WEST OF AND ABOUT ONE FOOT BELOW THE CENTER LINE OF THE
 DH1093'WEST TRACK OF THE MAIN LINE, IN THE TOP AND AT THE SOUTH END OF THE
 DH1093'WEST HEADWALL OF A CONCRETE CULVERT.
 DH1093
 DH1093                          STATION RECOVERY (1982)
 DH1093
 DH1093'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1093'RECOVERED IN GOOD CONDITION.  NOTE, THE RAILROAD BED HAS BEEN
 DH1093'RECONSTRUCTED, THE RAILROAD STATION IS GONE, AND ONLY A ROAD CROSSING
 DH1093'REMAINS.
 DH1093'THE MARK IS 6.0 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0444 ***********************************************************************
 EF0444  DESIGNATION -  A 167
 EF0444  PID         -  EF0444
 EF0444  STATE/COUNTY-  AL/CULLMAN
 EF0444  USGS QUAD   -  HANCEVILLE (1993)
 EF0444
 EF0444                         *CURRENT SURVEY CONTROL
 EF0444  ___________________________________________________________________
 EF0444* NAD 83(1986)-  34 03 21.     (N)    086 45 07.     (W)     SCALED    
 EF0444* NAVD 88     -       164.843  (meters)     540.82   (feet)  ADJUSTED  
 EF0444  ___________________________________________________________________
 EF0444  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 EF0444  DYNAMIC HT  -         164.671 (meters)     540.26  (feet)  COMP
 EF0444  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 EF0444
 EF0444  VERT ORDER  -  FIRST     CLASS II
 EF0444
 EF0444.The horizontal coordinates were scaled from a topographic map and have
 EF0444.an estimated accuracy of +/- 6 seconds.
 EF0444
 EF0444.The orthometric height was determined by differential leveling
 EF0444.and adjusted by the National Geodetic Survey in June 1991..
 EF0444
 EF0444.The geoid height was determined by GEOID03.
 EF0444
 EF0444.The dynamic height is computed by dividing the NAVD 88
 EF0444.geopotential number by the normal gravity value computed on the
 EF0444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0444.degrees latitude (g = 980.6199 gals.).
 EF0444
 EF0444.The modeled gravity was interpolated from observed gravity values.
 EF0444
 EF0444;                    North         East    Units  Estimated Accuracy
 EF0444;SPC AL W     -   449,960.      669,060.      MT  (+/- 180 meters Scaled)
 EF0444
 EF0444                          SUPERSEDED SURVEY CONTROL
 EF0444
 EF0444  NGVD 29 (??/??/92)  164.808  (m)          540.71   (f) ADJ UNCH    1 2
 EF0444
 EF0444.Superseded values are not recommended for survey control.
 EF0444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0444.See file dsdata.txt to determine how the superseded data were derived.
 EF0444
 EF0444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC228683(NAD 83)
 EF0444_MARKER: DB = BENCH MARK DISK
 EF0444_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0444_SP_SET: CULVERT
 EF0444_STAMPING: A 167 1944
 EF0444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0444
 EF0444  HISTORY     - Date     Condition        Report By
 EF0444  HISTORY     - 1944     MONUMENTED       CGS
 EF0444  HISTORY     - 1946     GOOD             NGS
 EF0444  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0444
 EF0444                          STATION DESCRIPTION
 EF0444
 EF0444'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0444'0.5 MI S FROM HANCEVILLE.
 EF0444'ABOUT 0.5 MILES SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0444'FROM THE STATION AT HANCEVILLE, ABOUT 0.1 MILE NORTH OF MILE-POST 350,
 EF0444'ABOUT 30.0 FEET WEST OF AND ABOUT 2.0 FEET BELOW THE CENTER LINE OF
 EF0444'THE WEST TRACK AND SET IN THE NORTH END OF THE WEST HEADWALL OF A
 EF0444'LARGE CONCRETE CULVERT OVER MUD CREEK.  NOTE-- MARK IS 20 FEET LOWER
 EF0444'THAN THE TRACK, NOT 2 FEET.
 EF0444
 EF0444                          STATION RECOVERY (1946)
 EF0444
 EF0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 EF0444'RECOVERED IN GOOD CONDITION.
 EF0444
 EF0444                          STATION RECOVERY (1982)
 EF0444
 EF0444'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0444'NOT RECOVERED.  HEADWALL POSSIBLY DESTROYED OR COVERED OVER WHEN NEW
 EF0444'RAILROAD BED WAS CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0412 ***********************************************************************
 EF0412  DESIGNATION -  A 168
 EF0412  PID         -  EF0412
 EF0412  STATE/COUNTY-  AL/CULLMAN
 EF0412  USGS QUAD   -  FALKVILLE (1982)
 EF0412
 EF0412                         *CURRENT SURVEY CONTROL
 EF0412  ___________________________________________________________________
 EF0412* NAD 83(1986)-  34 18 35.     (N)    086 53 33.     (W)     SCALED    
 EF0412* NAVD 88     -       187.803  (meters)     616.15   (feet)  ADJUSTED  
 EF0412  ___________________________________________________________________
 EF0412  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 EF0412  DYNAMIC HT  -         187.610 (meters)     615.52  (feet)  COMP
 EF0412  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 EF0412
 EF0412  VERT ORDER  -  FIRST     CLASS II
 EF0412
 EF0412.The horizontal coordinates were scaled from a topographic map and have
 EF0412.an estimated accuracy of +/- 6 seconds.
 EF0412
 EF0412.The orthometric height was determined by differential leveling
 EF0412.and adjusted by the National Geodetic Survey in June 1991..
 EF0412
 EF0412.The geoid height was determined by GEOID03.
 EF0412
 EF0412.The dynamic height is computed by dividing the NAVD 88
 EF0412.geopotential number by the normal gravity value computed on the
 EF0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0412.degrees latitude (g = 980.6199 gals.).
 EF0412
 EF0412.The modeled gravity was interpolated from observed gravity values.
 EF0412
 EF0412;                    North         East    Units  Estimated Accuracy
 EF0412;SPC AL W     -   478,040.      655,920.      MT  (+/- 180 meters Scaled)
 EF0412
 EF0412                          SUPERSEDED SURVEY CONTROL
 EF0412
 EF0412  NGVD 29 (??/??/92)  187.749  (m)          615.97   (f) ADJ UNCH    1 2
 EF0412
 EF0412.Superseded values are not recommended for survey control.
 EF0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0412.See file dsdata.txt to determine how the superseded data were derived.
 EF0412
 EF0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC098965(NAD 83)
 EF0412_MARKER: DB = BENCH MARK DISK
 EF0412_SETTING: 66 = SET IN ROCK OUTCROP
 EF0412_SP_SET: ROCK OUTCROP
 EF0412_STAMPING: A 168 1944
 EF0412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0412+STABILITY: POSITION/ELEVATION WELL
 EF0412
 EF0412  HISTORY     - Date     Condition        Report By
 EF0412  HISTORY     - 1944     MONUMENTED       CGS
 EF0412  HISTORY     - 1950     GOOD             NGS
 EF0412  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0412
 EF0412                          STATION DESCRIPTION
 EF0412
 EF0412'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0412'IN WILHITES.
 EF0412'AT WILHITES ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, ABOUT 200
 EF0412'FEET OF THE STATION 34.0 FEET EAST OF AND ABOUT 2.5 FEET ABOVE THE
 EF0412'EAST TRACK, AND SET IN THE TOP OF A PROJECTION OF ROCK OUTCROP
 EF0412'DIRECTLY ACROSS THE TRACK FROM THE SECTION FOREMANS RESIDENCE.
 EF0412
 EF0412                          STATION RECOVERY (1950)
 EF0412
 EF0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0412'RECOVERED IN GOOD CONDITION.
 EF0412
 EF0412                          STATION RECOVERY (1982)
 EF0412
 EF0412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0412'NOT RECOVERED.  THE RAILROAD STATION AND SECTION FOREMANS HOUSE HAVE
 EF0412'BEEN REMOVED.  PROBABLY TAKEN OUT WHEN NEW RAILROAD BED WAS
 EF0412'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0396 ***********************************************************************
 EF0396  DESIGNATION -  A 169
 EF0396  PID         -  EF0396
 EF0396  STATE/COUNTY-  AL/MORGAN
 EF0396  USGS QUAD   -  HARTSELLE (1982)
 EF0396
 EF0396                         *CURRENT SURVEY CONTROL
 EF0396  ___________________________________________________________________
 EF0396* NAD 83(1986)-  34 26 39.     (N)    086 56 10.     (W)     SCALED    
 EF0396* NAVD 88     -       203.912  (meters)     669.00   (feet)  ADJUSTED  
 EF0396  ___________________________________________________________________
 EF0396  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EF0396  DYNAMIC HT  -         203.708 (meters)     668.33  (feet)  COMP
 EF0396  MODELED GRAV-     979,629.3   (mgal)                       NAVD 88
 EF0396
 EF0396  VERT ORDER  -  FIRST     CLASS II
 EF0396
 EF0396.The horizontal coordinates were scaled from a topographic map and have
 EF0396.an estimated accuracy of +/- 6 seconds.
 EF0396
 EF0396.The orthometric height was determined by differential leveling
 EF0396.and adjusted by the National Geodetic Survey in June 1991..
 EF0396
 EF0396.The geoid height was determined by GEOID03.
 EF0396
 EF0396.The dynamic height is computed by dividing the NAVD 88
 EF0396.geopotential number by the normal gravity value computed on the
 EF0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0396.degrees latitude (g = 980.6199 gals.).
 EF0396
 EF0396.The modeled gravity was interpolated from observed gravity values.
 EF0396
 EF0396;                    North         East    Units  Estimated Accuracy
 EF0396;SPC AL W     -   492,930.      651,820.      MT  (+/- 180 meters Scaled)
 EF0396
 EF0396                          SUPERSEDED SURVEY CONTROL
 EF0396
 EF0396.No superseded survey control is available for this station.
 EF0396
 EF0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED058114(NAD 83)
 EF0396_MARKER: DB = BENCH MARK DISK
 EF0396_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0396_SP_SET: BUILDING
 EF0396_STAMPING: A 169 1944
 EF0396_MARK LOGO: CGS   
 EF0396_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0396
 EF0396  HISTORY     - Date     Condition        Report By
 EF0396  HISTORY     - 1944     MONUMENTED       CGS
 EF0396  HISTORY     - 1950     GOOD             NGS
 EF0396  HISTORY     - 1982     GOOD             NGS
 EF0396  HISTORY     - 20040723 GOOD             GEOCAC
 EF0396
 EF0396                          STATION DESCRIPTION
 EF0396
 EF0396'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0396'IN HARTSELLE.
 EF0396'BENCH MARK IS AT THE U. S. POST OFFICE AT HARTSELLE, 5.6 FEET NORTH OF
 EF0396'THE NORTH WALL OF THE BUILDING, AND SET HORIZONTALLY IN THE TOP OF THE
 EF0396'NORTH CORNER OF THE CONCRETE RETAINING WALL AROUND THE STAIRWAY
 EF0396'LEADING TO THE BASEMENT.
 EF0396
 EF0396                          STATION RECOVERY (1950)
 EF0396
 EF0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0396'RECOVERED IN GOOD CONDITION.
 EF0396
 EF0396                          STATION RECOVERY (1982)
 EF0396
 EF0396'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0396'RECOVERED IN GOOD CONDITION.
 EF0396
 EF0396                          STATION RECOVERY (2004)
 EF0396
 EF0396'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 EF0396'THE BUILDING NOW HOUSES THE HARTSELLE UTILITIES BOARD AND NOT THE U.S.
 EF0396'POST
 EF0396' 
 EF0396' 
 EF0396'OFFICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0406 ***********************************************************************
 BU0406  DESIGNATION -  A 17
 BU0406  PID         -  BU0406
 BU0406  STATE/COUNTY-  AL/COVINGTON
 BU0406  USGS QUAD   -  CAROLINA (1981)
 BU0406
 BU0406                         *CURRENT SURVEY CONTROL
 BU0406  ___________________________________________________________________
 BU0406* NAD 83(1986)-  31 10 14.     (N)    086 35 29.     (W)     SCALED    
 BU0406* NAVD 88     -        80.627  (meters)     264.52   (feet)  ADJUSTED  
 BU0406  ___________________________________________________________________
 BU0406  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU0406  DYNAMIC HT  -          80.528 (meters)     264.20  (feet)  COMP
 BU0406  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 BU0406
 BU0406  VERT ORDER  -  SECOND    CLASS 0
 BU0406
 BU0406.The horizontal coordinates were scaled from a topographic map and have
 BU0406.an estimated accuracy of +/- 6 seconds.
 BU0406
 BU0406.The orthometric height was determined by differential leveling
 BU0406.and adjusted by the National Geodetic Survey in June 1991..
 BU0406
 BU0406.The geoid height was determined by GEOID03.
 BU0406
 BU0406.The dynamic height is computed by dividing the NAVD 88
 BU0406.geopotential number by the normal gravity value computed on the
 BU0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0406.degrees latitude (g = 980.6199 gals.).
 BU0406
 BU0406.The modeled gravity was interpolated from observed gravity values.
 BU0406
 BU0406;                    North         East    Units  Estimated Accuracy
 BU0406;SPC AL E     -    74,590.      127,730.      MT  (+/- 180 meters Scaled)
 BU0406
 BU0406                          SUPERSEDED SURVEY CONTROL
 BU0406
 BU0406  NGVD 29 (??/??/92)   80.660  (m)          264.63   (f) ADJ UNCH    2 0
 BU0406
 BU0406.Superseded values are not recommended for survey control.
 BU0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0406.See file dsdata.txt to determine how the superseded data were derived.
 BU0406
 BU0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV389485(NAD 83)
 BU0406_MARKER: DB = BENCH MARK DISK
 BU0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0406_STAMPING: A 17 1934
 BU0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0406+STABILITY: SURFACE MOTION
 BU0406
 BU0406  HISTORY     - Date     Condition        Report By
 BU0406  HISTORY     - 1934     MONUMENTED       CGS
 BU0406  HISTORY     - 1955     GOOD             NGS
 BU0406
 BU0406                          STATION DESCRIPTION
 BU0406
 BU0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0406'11.65 MI SW FROM ANDALUSIA.
 BU0406'11.65 MILES SOUTHWEST ALONG U. S. HIGHWAY 29 FROM THE POST OFFICE AT
 BU0406'ANDALUSIA, 0.95 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 88,
 BU0406'0.65 MILE SOUTHWEST OF THE CONECUH NATIONAL FOREST BOUNDARY, 1.1 MILES
 BU0406'NORTHEAST OF A ROAD CROSSING AT PLEASANT HOME, 41 FEET SOUTH
 BU0406'SOUTH-EAST OF THE CENTER LINE OF 29, 280 FEET WEST SOUTH-WEST OF A
 BU0406'FENCE CORNER AT NORTHEAST CORNER OF A CULTIVATED FIELD, 102 FEET
 BU0406'SOUTHEAST AND ACROSS 29 FROM POWER POLE WITH A TRANSFORMER AND BRANCH
 BU0406'TO THE MOST EASTERLY OF 2 SMALL WHITE HOUSE, 3 FEET SOUTH OF A FENCE
 BU0406'LINE, 2 FEET BELOW THE LEVEL OF 29 AND SET IN THE TOP OF A CONCRETE
 BU0406'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1425 ***********************************************************************
 DH1425  DESIGNATION -  A 170
 DH1425  PID         -  DH1425
 DH1425  STATE/COUNTY-  AL/CULLMAN
 DH1425  USGS QUAD   -  ARKADELPHIA (1978)
 DH1425
 DH1425                         *CURRENT SURVEY CONTROL
 DH1425  ___________________________________________________________________
 DH1425* NAD 83(1986)-  33 58 45.     (N)    086 58 52.     (W)     SCALED    
 DH1425* NAVD 88     -       160.576  (meters)     526.82   (feet)  ADJUSTED  
 DH1425  ___________________________________________________________________
 DH1425  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DH1425  DYNAMIC HT  -         160.411 (meters)     526.28  (feet)  COMP
 DH1425  MODELED GRAV-     979,602.1   (mgal)                       NAVD 88
 DH1425
 DH1425  VERT ORDER  -  SECOND    CLASS 0
 DH1425
 DH1425.The horizontal coordinates were scaled from a topographic map and have
 DH1425.an estimated accuracy of +/- 6 seconds.
 DH1425
 DH1425.The orthometric height was determined by differential leveling
 DH1425.and adjusted by the National Geodetic Survey in June 1991..
 DH1425
 DH1425.The geoid height was determined by GEOID03.
 DH1425
 DH1425.The dynamic height is computed by dividing the NAVD 88
 DH1425.geopotential number by the normal gravity value computed on the
 DH1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1425.degrees latitude (g = 980.6199 gals.).
 DH1425
 DH1425.The modeled gravity was interpolated from observed gravity values.
 DH1425
 DH1425;                    North         East    Units  Estimated Accuracy
 DH1425;SPC AL W     -   441,330.      647,950.      MT  (+/- 180 meters Scaled)
 DH1425
 DH1425                          SUPERSEDED SURVEY CONTROL
 DH1425
 DH1425  NGVD 29 (??/??/92)  160.556  (m)          526.76   (f) ADJ UNCH    2 0
 DH1425
 DH1425.Superseded values are not recommended for survey control.
 DH1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1425.See file dsdata.txt to determine how the superseded data were derived.
 DH1425
 DH1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC017598(NAD 83)
 DH1425_MARKER: DB = BENCH MARK DISK
 DH1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1425_STAMPING: A 170 1944
 DH1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1425+STABILITY: SURFACE MOTION
 DH1425
 DH1425  HISTORY     - Date     Condition        Report By
 DH1425  HISTORY     - 1944     MONUMENTED       CGS
 DH1425
 DH1425                          STATION DESCRIPTION
 DH1425
 DH1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1425'17.4 MI SW FROM CULLMAN.
 DH1425'ABOUT 17.4 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 69 FROM THE COURT
 DH1425'HOUSE AT CULLMAN, ABOUT 1.1 MILES SOUTHERLY FROM THE STORE AT BREMEN,
 DH1425'ABOUT 90 FEET NORTH OF THE CENTER OF THE INTERSECTION OF THE ROAD
 DH1425'LEADING TO COLD SPRINGS, 26.0 FEET EAST OF AND ABOUT 2.5 FEET BELOW
 DH1425'THE CENTER LINE OF THE HIGHWAY, AND 2.0 FEET SOUTH OF A 4 X 4 INCH
 DH1425'WOODEN REFERENCE POST.  MONUMENT PROJECTS ABOUT 0.5 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0548 ***********************************************************************
 DJ0548  DESIGNATION -  A 171
 DJ0548  PID         -  DJ0548
 DJ0548  STATE/COUNTY-  AL/PICKENS
 DJ0548  USGS QUAD   -  REFORM (1985)
 DJ0548
 DJ0548                         *CURRENT SURVEY CONTROL
 DJ0548  ___________________________________________________________________
 DJ0548* NAD 83(1986)-  33 25 42.     (N)    088 00 33.     (W)     SCALED    
 DJ0548* NAVD 88     -        81.940  (meters)     268.83   (feet)  ADJUSTED  
 DJ0548  ___________________________________________________________________
 DJ0548  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 DJ0548  DYNAMIC HT  -          81.852 (meters)     268.54  (feet)  COMP
 DJ0548  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 DJ0548
 DJ0548  VERT ORDER  -  SECOND    CLASS 0
 DJ0548
 DJ0548.The horizontal coordinates were scaled from a topographic map and have
 DJ0548.an estimated accuracy of +/- 6 seconds.
 DJ0548
 DJ0548.The orthometric height was determined by differential leveling
 DJ0548.and adjusted by the National Geodetic Survey in June 1991..
 DJ0548
 DJ0548.The geoid height was determined by GEOID03.
 DJ0548
 DJ0548.The dynamic height is computed by dividing the NAVD 88
 DJ0548.geopotential number by the normal gravity value computed on the
 DJ0548.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0548.degrees latitude (g = 980.6199 gals.).
 DJ0548
 DJ0548.The modeled gravity was interpolated from observed gravity values.
 DJ0548
 DJ0548;                    North         East    Units  Estimated Accuracy
 DJ0548;SPC AL W     -   380,230.      552,650.      MT  (+/- 180 meters Scaled)
 DJ0548
 DJ0548                          SUPERSEDED SURVEY CONTROL
 DJ0548
 DJ0548  NGVD 29 (??/??/92)   81.896  (m)          268.69   (f) ADJ UNCH    2 0
 DJ0548
 DJ0548.Superseded values are not recommended for survey control.
 DJ0548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0548.See file dsdata.txt to determine how the superseded data were derived.
 DJ0548
 DJ0548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB061992(NAD 83)
 DJ0548_MARKER: DB = BENCH MARK DISK
 DJ0548_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0548_SP_SET: CULVERT
 DJ0548_STAMPING: A 171 1944
 DJ0548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0548
 DJ0548  HISTORY     - Date     Condition        Report By
 DJ0548  HISTORY     - 1944     MONUMENTED       CGS
 DJ0548
 DJ0548                          STATION DESCRIPTION
 DJ0548
 DJ0548'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DJ0548'3.5 MI N FROM REFORM.
 DJ0548'ABOUT 3.5 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE GULF, MOBILE AND
 DJ0548'OHIO RAILROAD STATION AT REFORM, PICKENS COUNTY, IN THE TOP OF THE
 DJ0548'SOUTH END OF THE WEST HEAD WALL OF A LARGE CONCRETE CULVERT, 17.7 FEET
 DJ0548'WEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1/2 FOOT HIGHER THAN
 DJ0548'THE HIGHWAY.  A STANDARD DISK, STAMPED A 171 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1735 ***********************************************************************
 DH1735  DESIGNATION -  A 172
 DH1735  PID         -  DH1735
 DH1735  STATE/COUNTY-  AL/FAYETTE
 DH1735  USGS QUAD   -  HOWARD (1981)
 DH1735
 DH1735                         *CURRENT SURVEY CONTROL
 DH1735  ___________________________________________________________________
 DH1735* NAD 83(1986)-  33 49 54.     (N)    087 35 12.     (W)     SCALED    
 DH1735* NAVD 88     -       197.292  (meters)     647.28   (feet)  ADJUSTED  
 DH1735  ___________________________________________________________________
 DH1735  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DH1735  DYNAMIC HT  -         197.087 (meters)     646.61  (feet)  COMP
 DH1735  MODELED GRAV-     979,592.6   (mgal)                       NAVD 88
 DH1735
 DH1735  VERT ORDER  -  SECOND    CLASS 0
 DH1735
 DH1735.The horizontal coordinates were scaled from a topographic map and have
 DH1735.an estimated accuracy of +/- 6 seconds.
 DH1735
 DH1735.The orthometric height was determined by differential leveling
 DH1735.and adjusted by the National Geodetic Survey in June 1991..
 DH1735
 DH1735.The geoid height was determined by GEOID03.
 DH1735
 DH1735.The dynamic height is computed by dividing the NAVD 88
 DH1735.geopotential number by the normal gravity value computed on the
 DH1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1735.degrees latitude (g = 980.6199 gals.).
 DH1735
 DH1735.The modeled gravity was interpolated from observed gravity values.
 DH1735
 DH1735;                    North         East    Units  Estimated Accuracy
 DH1735;SPC AL W     -   424,850.      591,980.      MT  (+/- 180 meters Scaled)
 DH1735
 DH1735                          SUPERSEDED SURVEY CONTROL
 DH1735
 DH1735  NGVD 29 (??/??/92)  197.261  (m)          647.18   (f) ADJ UNCH    2 0
 DH1735
 DH1735.Superseded values are not recommended for survey control.
 DH1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1735.See file dsdata.txt to determine how the superseded data were derived.
 DH1735
 DH1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC457436(NAD 83)
 DH1735_MARKER: DB = BENCH MARK DISK
 DH1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1735_STAMPING: A 172 1944
 DH1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1735+STABILITY: SURFACE MOTION
 DH1735
 DH1735  HISTORY     - Date     Condition        Report By
 DH1735  HISTORY     - 1944     MONUMENTED       CGS
 DH1735
 DH1735                          STATION DESCRIPTION
 DH1735
 DH1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1735'6.5 MI SW FROM CARBON HILL.
 DH1735'IN FAYETTE COUNTY, 6.5 MILES SOUTHWEST ALONG THE BERRY ROAD FROM THE
 DH1735'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT CARBON HILL, WALKER COUNTY,
 DH1735'1.2 MILES SOUTH OF A CHURCH AND A CEMETERY, AT THE TOP OF A SMALL
 DH1735'HILL, 24 FEET WEST OF THE CENTERLINE OF THE ROAD, 2.5 FEET NORTH OF A
 DH1735'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE ROAD. A
 DH1735'STANDARD DISK, STAMPED A 172 1944 AND SET IN THE TOP OF A CONCRETE
 DH1735'POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0744 ***********************************************************************
 DH0744  DESIGNATION -  A 173
 DH0744  PID         -  DH0744
 DH0744  STATE/COUNTY-  AL/JEFFERSON
 DH0744  USGS QUAD   -  GREENWOOD (1978)
 DH0744
 DH0744                         *CURRENT SURVEY CONTROL
 DH0744  ___________________________________________________________________
 DH0744* NAD 83(1986)-  33 21 37.     (N)    086 58 59.     (W)     SCALED    
 DH0744* NAVD 88     -       159.688  (meters)     523.91   (feet)  ADJUSTED  
 DH0744  ___________________________________________________________________
 DH0744  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0744  DYNAMIC HT  -         159.511 (meters)     523.33  (feet)  COMP
 DH0744  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 DH0744
 DH0744  VERT ORDER  -  FIRST     CLASS II
 DH0744
 DH0744.The horizontal coordinates were scaled from a topographic map and have
 DH0744.an estimated accuracy of +/- 6 seconds.
 DH0744
 DH0744.The orthometric height was determined by differential leveling
 DH0744.and adjusted by the National Geodetic Survey in June 1991..
 DH0744
 DH0744.The geoid height was determined by GEOID03.
 DH0744
 DH0744.The dynamic height is computed by dividing the NAVD 88
 DH0744.geopotential number by the normal gravity value computed on the
 DH0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0744.degrees latitude (g = 980.6199 gals.).
 DH0744
 DH0744.The modeled gravity was interpolated from observed gravity values.
 DH0744
 DH0744;                    North         East    Units  Estimated Accuracy
 DH0744;SPC AL W     -   372,690.      648,110.      MT  (+/- 180 meters Scaled)
 DH0744
 DH0744                          SUPERSEDED SURVEY CONTROL
 DH0744
 DH0744  NGVD 29 (??/??/92)  159.642  (m)          523.76   (f) ADJ UNCH    1 2
 DH0744
 DH0744.Superseded values are not recommended for survey control.
 DH0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0744.See file dsdata.txt to determine how the superseded data were derived.
 DH0744
 DH0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB015912(NAD 83)
 DH0744_MARKER: DB = BENCH MARK DISK
 DH0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0744_STAMPING: A 173 1944
 DH0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0744+STABILITY: SURFACE MOTION
 DH0744
 DH0744  HISTORY     - Date     Condition        Report By
 DH0744  HISTORY     - 1944     MONUMENTED       CGS
 DH0744
 DH0744                          STATION DESCRIPTION
 DH0744
 DH0744'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0744'1.7 MI S FROM BURSTALL.
 DH0744'BENCH MARK IS 1.7 MILES SOUTH ALONG THE ALABAMA GREAT SOUTHERN
 DH0744'RAILROAD FROM THE SWITCH TOWER AT BURSTALL.  IT IS 0.2 MILE NORTH OF
 DH0744'MILEPOST NO. 159, 74.0 FEET WEST OF AND ABOUT 1.5 FEET BELOW THE
 DH0744'CENTERLINE OF THE WEST TRACK, 26.5 FEET NORTH OF A PIPE LINE CROSSING,
 DH0744'1.5 FEET EAST OF THE RIGHT-OF-WAY FENCE AND 3.0 FEET NORTH OF A
 DH0744'4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1614 ***********************************************************************
 DH1614  DESIGNATION -  A 174
 DH1614  PID         -  DH1614
 DH1614  STATE/COUNTY-  AL/TUSCALOOSA
 DH1614  USGS QUAD   -  COALING (1978)
 DH1614
 DH1614                         *CURRENT SURVEY CONTROL
 DH1614  ___________________________________________________________________
 DH1614* NAD 83(1986)-  33 09 39.     (N)    087 17 57.     (W)     SCALED    
 DH1614* NAVD 88     -       125.478  (meters)     411.67   (feet)  ADJUSTED  
 DH1614  ___________________________________________________________________
 DH1614  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH1614  DYNAMIC HT  -         125.337 (meters)     411.21  (feet)  COMP
 DH1614  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 DH1614
 DH1614  VERT ORDER  -  FIRST     CLASS II
 DH1614
 DH1614.The horizontal coordinates were scaled from a topographic map and have
 DH1614.an estimated accuracy of +/- 6 seconds.
 DH1614
 DH1614.The orthometric height was determined by differential leveling
 DH1614.and adjusted by the National Geodetic Survey in June 1991..
 DH1614
 DH1614.The geoid height was determined by GEOID03.
 DH1614
 DH1614.The dynamic height is computed by dividing the NAVD 88
 DH1614.geopotential number by the normal gravity value computed on the
 DH1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1614.degrees latitude (g = 980.6199 gals.).
 DH1614
 DH1614.The modeled gravity was interpolated from observed gravity values.
 DH1614
 DH1614;                    North         East    Units  Estimated Accuracy
 DH1614;SPC AL W     -   350,470.      618,730.      MT  (+/- 180 meters Scaled)
 DH1614
 DH1614                          SUPERSEDED SURVEY CONTROL
 DH1614
 DH1614  NGVD 29 (??/??/92)  125.432  (m)          411.52   (f) ADJ UNCH    1 2
 DH1614
 DH1614.Superseded values are not recommended for survey control.
 DH1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1614.See file dsdata.txt to determine how the superseded data were derived.
 DH1614
 DH1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB721691(NAD 83)
 DH1614_MARKER: DB = BENCH MARK DISK
 DH1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1614_STAMPING: A 174 1944
 DH1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1614+STABILITY: SURFACE MOTION
 DH1614
 DH1614  HISTORY     - Date     Condition        Report By
 DH1614  HISTORY     - 1944     MONUMENTED       CGS
 DH1614
 DH1614                          STATION DESCRIPTION
 DH1614
 DH1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1614'IN DUDLEY.
 DH1614'AT DUDLEY, TUSCALOOSA COUNTY, 69 FEET NORTH OF THE NORTHEAST END OF
 DH1614'THE SOUTHERN RAILWAY, 29.5 FEET NORTHWEST OF AND 2 FEET ABOVE THE
 DH1614'CENTERLINE OF THE MAIN TRACK, 100 FEET NORTHEAST OF THE CENTERLINE OF
 DH1614'A DIRT ROAD CROSSING, 19.5 FEET SOUTHWEST OF A TELEPHONE POLE, 3.0
 DH1614'FEET NORTHEAST OF A 4X4-INCH WOODEN REFERENCE POST, AND SET IN THE TOP
 DH1614'OF A CONCRETE POST PROJECTING 0.3 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2827 ***********************************************************************
 DH2827  DESIGNATION -  A 175 RESET
 DH2827  PID         -  DH2827
 DH2827  STATE/COUNTY-  AL/FAYETTE
 DH2827  USGS QUAD   -  WINFIELD SE (1967)
 DH2827
 DH2827                         *CURRENT SURVEY CONTROL
 DH2827  ___________________________________________________________________
 DH2827* NAD 83(1986)-  33 47 40.     (N)    087 47 58.     (W)     SCALED    
 DH2827* NAVD 88     -       123.04   (meters)     403.7    (feet)  RESET     
 DH2827  ___________________________________________________________________
 DH2827  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DH2827
 DH2827  VERT ORDER  -  THIRD
 DH2827
 DH2827.The horizontal coordinates were scaled from a topographic map and have
 DH2827.an estimated accuracy of +/- 6 seconds.
 DH2827
 DH2827.The orthometric height was computed from unverified reset data.
 DH2827.No vertical observational check was made to the station.
 DH2827
 DH2827.The geoid height was determined by GEOID03.
 DH2827
 DH2827;                    North         East    Units  Estimated Accuracy
 DH2827;SPC AL W     -   420,760.      572,270.      MT  (+/- 180 meters Scaled)
 DH2827
 DH2827                          SUPERSEDED SURVEY CONTROL
 DH2827
 DH2827  NGVD 29 (11/20/03)  122.99   (m)          403.5    (f) RESET       3  
 DH2827
 DH2827.Superseded values are not recommended for survey control.
 DH2827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2827.See file dsdata.txt to determine how the superseded data were derived.
 DH2827
 DH2827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC259396(NAD 83)
 DH2827_MARKER: DV = VERTICAL CONTROL DISK
 DH2827_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH2827_SP_SET: HEADWALL
 DH2827_STAMPING: B.M. A 175 RESET 1985
 DH2827_MARK LOGO: NGS   
 DH2827_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2827+STABILITY: SURFACE MOTION
 DH2827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2827+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 DH2827
 DH2827  HISTORY     - Date     Condition        Report By
 DH2827  HISTORY     - 1985     MONUMENTED       NGS
 DH2827  HISTORY     - 20030123 GOOD             ALHD
 DH2827  HISTORY     - 20050519 GOOD             ALHD
 DH2827
 DH2827                          STATION DESCRIPTION
 DH2827
 DH2827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DH2827'FROM THE POST OFFICE IN WINFIELD, GO SOUTH ON U.S. HIGHWAY 43 FOR
 DH2827'10.0 MI (16.1 KM) TO CONCRETE BRIDGE AND MARK, SET IN THE TOP OF
 DH2827'NORTHEAST CONCRETE WINGWALL OF BRIDGE, 0.5 MI (0.8 KM) NORTH OF A
 DH2827'GRAVEL ROAD LEADING EAST, 6.70 M (21.98 FT) EAST OF THE CENTER OF
 DH2827'HIGHWAY 43.
 DH2827
 DH2827                          STATION RECOVERY (2003)
 DH2827
 DH2827'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH2827'RECOVERED IN GOOD CONDITION.
 DH2827
 DH2827                          STATION RECOVERY (2005)
 DH2827
 DH2827'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0791 ***********************************************************************
 EF0791  DESIGNATION -  A 177
 EF0791  PID         -  EF0791
 EF0791  STATE/COUNTY-  AL/LAWRENCE
 EF0791  USGS QUAD   -  COURTLAND (1974)
 EF0791
 EF0791                         *CURRENT SURVEY CONTROL
 EF0791  ___________________________________________________________________
 EF0791* NAD 83(1986)-  34 40 39.     (N)    087 20 15.     (W)     SCALED    
 EF0791* NAVD 88     -       177.706  (meters)     583.02   (feet)  ADJUSTED  
 EF0791  ___________________________________________________________________
 EF0791  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EF0791  DYNAMIC HT  -         177.541 (meters)     582.48  (feet)  COMP
 EF0791  MODELED GRAV-     979,699.3   (mgal)                       NAVD 88
 EF0791
 EF0791  VERT ORDER  -  FIRST     CLASS II
 EF0791
 EF0791.The horizontal coordinates were scaled from a topographic map and have
 EF0791.an estimated accuracy of +/- 6 seconds.
 EF0791
 EF0791.The orthometric height was determined by differential leveling
 EF0791.and adjusted by the National Geodetic Survey in June 1991..
 EF0791
 EF0791.The geoid height was determined by GEOID03.
 EF0791
 EF0791.The dynamic height is computed by dividing the NAVD 88
 EF0791.geopotential number by the normal gravity value computed on the
 EF0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0791.degrees latitude (g = 980.6199 gals.).
 EF0791
 EF0791.The modeled gravity was interpolated from observed gravity values.
 EF0791
 EF0791;                    North         East    Units  Estimated Accuracy
 EF0791;SPC AL W     -   518,680.      614,890.      MT  (+/- 180 meters Scaled)
 EF0791
 EF0791                          SUPERSEDED SURVEY CONTROL
 EF0791
 EF0791  NGVD 29 (??/??/92)  177.676  (m)          582.93   (f) ADJ UNCH    1 2
 EF0791
 EF0791.Superseded values are not recommended for survey control.
 EF0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0791.See file dsdata.txt to determine how the superseded data were derived.
 EF0791
 EF0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD690373(NAD 83)
 EF0791_MARKER: DB = BENCH MARK DISK
 EF0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0791_STAMPING: A 177 1944
 EF0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0791+STABILITY: SURFACE MOTION
 EF0791
 EF0791  HISTORY     - Date     Condition        Report By
 EF0791  HISTORY     - 1944     MONUMENTED       CGS
 EF0791  HISTORY     - 1974     POOR             TVA
 EF0791  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0791
 EF0791                          STATION DESCRIPTION
 EF0791
 EF0791'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0791'1.7 MI W FROM COURTLAND.
 EF0791'ABOUT 1.7 MILES WESTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0791'AT COURTLAND, ABOUT 100 FEET EAST OF BLOCK SIGNAL NO. 384.5, 32.0 FEET
 EF0791'NORTH OF THE CENTER LINE OF STATE HIGHWAY 20, 23.5 FEET SOUTH OF AND
 EF0791'ABOUT 1 FOOT BELOW THE CENTER LINE OF THE TRACK, 12.0 FEET NORTHEAST
 EF0791'OF THE NORTHEAST CORNER OF A MOTOR CAR SET OFF, 2.0 FEET EAST OF A 4
 EF0791'BY 4-INCH WOODEN REFERENCE POST.  MONUMENT PROJECTS ABOUT 0.5 FOOT.
 EF0791'NOTE-- TOP OF MONUMENT BROKEN OFF FLUSH WITH GROUND.
 EF0791
 EF0791                          STATION RECOVERY (1974)
 EF0791
 EF0791'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 EF0791'MARK RECOVERED IN POOR CONDITION.
 EF0791
 EF0791                          STATION RECOVERY (1982)
 EF0791
 EF0791'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0791'NOT RECOVERED, PROBABLY DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1104 ***********************************************************************
 EF1104  DESIGNATION -  A 178
 EF1104  PID         -  EF1104
 EF1104  STATE/COUNTY-  AL/COLBERT
 EF1104  USGS QUAD   -  LEIGHTON (1971)
 EF1104
 EF1104                         *CURRENT SURVEY CONTROL
 EF1104  ___________________________________________________________________
 EF1104* NAD 83(1986)-  34 44 59.     (N)    087 36 50.     (W)     SCALED    
 EF1104* NAVD 88     -       164.101  (meters)     538.39   (feet)  ADJUSTED  
 EF1104  ___________________________________________________________________
 EF1104  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EF1104  DYNAMIC HT  -         163.945 (meters)     537.88  (feet)  COMP
 EF1104  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 EF1104
 EF1104  VERT ORDER  -  FIRST     CLASS II
 EF1104
 EF1104.This mark is at Muscle Shoals Airport (MSL)
 EF1104
 EF1104.The horizontal coordinates were scaled from a topographic map and have
 EF1104.an estimated accuracy of +/- 6 seconds.
 EF1104
 EF1104.The orthometric height was determined by differential leveling
 EF1104.and adjusted by the National Geodetic Survey in June 1991..
 EF1104
 EF1104.The geoid height was determined by GEOID03.
 EF1104
 EF1104.The dynamic height is computed by dividing the NAVD 88
 EF1104.geopotential number by the normal gravity value computed on the
 EF1104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1104.degrees latitude (g = 980.6199 gals.).
 EF1104
 EF1104.The modeled gravity was interpolated from observed gravity values.
 EF1104
 EF1104;                    North         East    Units  Estimated Accuracy
 EF1104;SPC AL W     -   526,690.      589,570.      MT  (+/- 180 meters Scaled)
 EF1104
 EF1104                          SUPERSEDED SURVEY CONTROL
 EF1104
 EF1104  NGVD 29 (??/??/92)  164.061  (m)          538.26   (f) ADJ UNCH    1 2
 EF1104
 EF1104.Superseded values are not recommended for survey control.
 EF1104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1104.See file dsdata.txt to determine how the superseded data were derived.
 EF1104
 EF1104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD438454(NAD 83)
 EF1104_MARKER: DB = BENCH MARK DISK
 EF1104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF1104_SP_SET: WALL
 EF1104_STAMPING: A 178 1944
 EF1104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1104
 EF1104  HISTORY     - Date     Condition        Report By
 EF1104  HISTORY     - 1944     MONUMENTED       CGS
 EF1104  HISTORY     - 1975     GOOD             NGS
 EF1104  HISTORY     - 1982     GOOD             USGS
 EF1104  HISTORY     - 20010806 GOOD             NGS
 EF1104
 EF1104                          STATION DESCRIPTION
 EF1104
 EF1104'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF1104'2.2 MI NE FROM MUSCLE SHOALS.
 EF1104'ABOUT 0.9 MILE NORTH ALONG THE WILSON DAM HIGHWAY, THENCE 1.3 MILES
 EF1104'EAST ALONG A GRAVELED ROAD FROM THE POST-OFFICE AT MUSCLE SHOALS, AT
 EF1104'THE MUSCLE SHOALS AIRPORT, SET VERTICALLY IN THE WEST WALL OF THE
 EF1104'OFFICE BUILDING, 3.4 FEET SOUTH OF THE NORTHWEST CORNER, AND 2.0 FEET
 EF1104'ABOVE THE CONCRETE RUNWAY.
 EF1104
 EF1104                          STATION RECOVERY (1975)
 EF1104
 EF1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EF1104'RECOVERED IN GOOD CONDITION.
 EF1104
 EF1104                          STATION RECOVERY (1982)
 EF1104
 EF1104'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 EF1104'RECOVERED IN GOOD CONDITION.
 EF1104
 EF1104                          STATION RECOVERY (2001)
 EF1104
 EF1104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EF1104'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1064 ***********************************************************************
 EF1064  DESIGNATION -  A 179
 EF1064  PID         -  EF1064
 EF1064  STATE/COUNTY-  AL/COLBERT
 EF1064  USGS QUAD   -  BARTON (1988)
 EF1064
 EF1064                         *CURRENT SURVEY CONTROL
 EF1064  ___________________________________________________________________
 EF1064* NAD 83(1986)-  34 44 54.     (N)    087 56 09.     (W)     SCALED    
 EF1064* NAVD 88     -       153.138  (meters)     502.42   (feet)  ADJUSTED  
 EF1064  ___________________________________________________________________
 EF1064  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EF1064  DYNAMIC HT  -         152.990 (meters)     501.93  (feet)  COMP
 EF1064  MODELED GRAV-     979,664.7   (mgal)                       NAVD 88
 EF1064
 EF1064  VERT ORDER  -  FIRST     CLASS II
 EF1064
 EF1064.The horizontal coordinates were scaled from a topographic map and have
 EF1064.an estimated accuracy of +/- 6 seconds.
 EF1064
 EF1064.The orthometric height was determined by differential leveling
 EF1064.and adjusted by the National Geodetic Survey in June 1991..
 EF1064
 EF1064.The geoid height was determined by GEOID03.
 EF1064
 EF1064.The dynamic height is computed by dividing the NAVD 88
 EF1064.geopotential number by the normal gravity value computed on the
 EF1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1064.degrees latitude (g = 980.6199 gals.).
 EF1064
 EF1064.The modeled gravity was interpolated from observed gravity values.
 EF1064
 EF1064;                    North         East    Units  Estimated Accuracy
 EF1064;SPC AL W     -   526,610.      560,100.      MT  (+/- 180 meters Scaled)
 EF1064
 EF1064                          SUPERSEDED SURVEY CONTROL
 EF1064
 EF1064  NGVD 29 (??/??/92)  153.134  (m)          502.41   (f) ADJ UNCH    1 2
 EF1064
 EF1064.Superseded values are not recommended for survey control.
 EF1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1064.See file dsdata.txt to determine how the superseded data were derived.
 EF1064
 EF1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD143455(NAD 83)
 EF1064_MARKER: DB = BENCH MARK DISK
 EF1064_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF1064_SP_SET: BRIDGE
 EF1064_STAMPING: A 179 1944
 EF1064_MARK LOGO: CGS   
 EF1064_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1064
 EF1064  HISTORY     - Date     Condition        Report By
 EF1064  HISTORY     - 1944     MONUMENTED       CGS
 EF1064  HISTORY     - 1972     GOOD             TVA
 EF1064  HISTORY     - 1982     GOOD             NGS
 EF1064  HISTORY     - 20040324 MARK NOT FOUND   ALHD
 EF1064
 EF1064                          STATION DESCRIPTION
 EF1064
 EF1064'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF1064'2.6 MI W FROM BARTON.
 EF1064'ABOUT 2.6 MILES WESTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF1064'AT BARTON, AT A ROAD CROSSING, 40.0 FEET NORTH OF AND ABOUT THE SAME
 EF1064'ELEVATION AS THE CENTER LINE OF THE TRACK, 12.0 FEET WEST OF THE
 EF1064'CENTER LINE OF THE NORTH - SOUTH ROAD, AND SET HORIZONTALLY IN THE
 EF1064'SOUTH ABUTMENT OF A SMALL CONCRETE BRIDGE.
 EF1064
 EF1064                          STATION RECOVERY (1972)
 EF1064
 EF1064'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 EF1064'RECOVERED IN GOOD CONDITION.
 EF1064
 EF1064                          STATION RECOVERY (1982)
 EF1064
 EF1064'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1064'RECOVERED IN GOOD CONDITION.  NOTE, THE RAILROAD STATION IS GONE,
 EF1064'RAILROAD STATION SIGN REMAINS, TO REACH IS ADEQUATE.
 EF1064
 EF1064                          STATION RECOVERY (2004)
 EF1064
 EF1064'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1064'THE BRIDGE HAS BEEN REPLACED AND THE MARK SHOULD BE CONSIDERED
 EF1064'DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0223 ***********************************************************************
 BU0223  DESIGNATION -  A 18
 BU0223  PID         -  BU0223
 BU0223  STATE/COUNTY-  AL/COVINGTON
 BU0223  USGS QUAD   -  HACODA (1969)
 BU0223
 BU0223                         *CURRENT SURVEY CONTROL
 BU0223  ___________________________________________________________________
 BU0223* NAD 83(1986)-  31 03 14.     (N)    086 13 02.     (W)     SCALED    
 BU0223* NAVD 88     -        51.171  (meters)     167.88   (feet)  ADJUSTED  
 BU0223  ___________________________________________________________________
 BU0223  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BU0223  DYNAMIC HT  -          51.107 (meters)     167.67  (feet)  COMP
 BU0223  MODELED GRAV-     979,387.6   (mgal)                       NAVD 88
 BU0223
 BU0223  VERT ORDER  -  SECOND    CLASS 0
 BU0223
 BU0223.The horizontal coordinates were scaled from a topographic map and have
 BU0223.an estimated accuracy of +/- 6 seconds.
 BU0223
 BU0223.The orthometric height was determined by differential leveling
 BU0223.and adjusted by the National Geodetic Survey in June 1991..
 BU0223
 BU0223.The geoid height was determined by GEOID03.
 BU0223
 BU0223.The dynamic height is computed by dividing the NAVD 88
 BU0223.geopotential number by the normal gravity value computed on the
 BU0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0223.degrees latitude (g = 980.6199 gals.).
 BU0223
 BU0223.The modeled gravity was interpolated from observed gravity values.
 BU0223
 BU0223;                    North         East    Units  Estimated Accuracy
 BU0223;SPC AL E     -    61,470.      163,360.      MT  (+/- 180 meters Scaled)
 BU0223
 BU0223                          SUPERSEDED SURVEY CONTROL
 BU0223
 BU0223  NGVD 29 (??/??/92)   51.223  (m)          168.05   (f) ADJ UNCH    2 0
 BU0223
 BU0223.Superseded values are not recommended for survey control.
 BU0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0223.See file dsdata.txt to determine how the superseded data were derived.
 BU0223
 BU0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV746358(NAD 83)
 BU0223_MARKER: DB = BENCH MARK DISK
 BU0223_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0223_SP_SET: CULVERT
 BU0223_STAMPING: A 18 1934
 BU0223_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0223
 BU0223  HISTORY     - Date     Condition        Report By
 BU0223  HISTORY     - 1934     MONUMENTED       CGS
 BU0223  HISTORY     - 1955     MARK NOT FOUND   NGS
 BU0223
 BU0223                          STATION DESCRIPTION
 BU0223
 BU0223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0223'3.2 MI SW FROM HACODA.
 BU0223'IN COVINGTON COUNTY, ABOUT 3.2 MILES SOUTHWEST ALONG THE CENTRAL OF
 BU0223'GEORGIA RAILWAY FROM THE STATION AT HACODA, GENEVA COUNTY, ABOUT
 BU0223'56-1/2 RAILS SOUTHWEST OF MILEPOST L 10, ABOUT 31-1/2 RAILS SOUTHWEST
 BU0223'OF THE SWITCH TO A SPUR LINE, AT A CULVERT, IN THE TOP OF THE HEAD
 BU0223'WALL, 13 INCHES SOUTHWEST OF THE NORTHEAST END, AND 9 FEET NORTHWEST
 BU0223'OF THE TRACK.  A STANDARD DISK, STAMPED A 18 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0122 ***********************************************************************
 DJ0122  DESIGNATION -  A 18 91
 DJ0122  PID         -  DJ0122
 DJ0122  STATE/COUNTY-  AL/LAMAR
 DJ0122  USGS QUAD   -  FERNBANK (1985)
 DJ0122
 DJ0122                         *CURRENT SURVEY CONTROL
 DJ0122  ___________________________________________________________________
 DJ0122* NAD 83(1986)-  33 34 21.     (N)    088 12 15.     (W)     SCALED    
 DJ0122* NAVD 88     -        69.933  (meters)     229.44   (feet)  ADJUSTED  
 DJ0122  ___________________________________________________________________
 DJ0122  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DJ0122  DYNAMIC HT  -          69.859 (meters)     229.20  (feet)  COMP
 DJ0122  MODELED GRAV-     979,580.7   (mgal)                       NAVD 88
 DJ0122
 DJ0122  VERT ORDER  -  SECOND    CLASS 0
 DJ0122
 DJ0122.The horizontal coordinates were scaled from a topographic map and have
 DJ0122.an estimated accuracy of +/- 6 seconds.
 DJ0122
 DJ0122.The orthometric height was determined by differential leveling
 DJ0122.and adjusted by the National Geodetic Survey in June 1991..
 DJ0122
 DJ0122.The geoid height was determined by GEOID03.
 DJ0122
 DJ0122.The dynamic height is computed by dividing the NAVD 88
 DJ0122.geopotential number by the normal gravity value computed on the
 DJ0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0122.degrees latitude (g = 980.6199 gals.).
 DJ0122
 DJ0122.The modeled gravity was interpolated from observed gravity values.
 DJ0122
 DJ0122;                    North         East    Units  Estimated Accuracy
 DJ0122;SPC AL W     -   396,330.      534,630.      MT  (+/- 180 meters Scaled)
 DJ0122
 DJ0122                          SUPERSEDED SURVEY CONTROL
 DJ0122
 DJ0122  NGVD 29 (??/??/92)   69.903  (m)          229.34   (f) ADJ UNCH    2 0
 DJ0122
 DJ0122.Superseded values are not recommended for survey control.
 DJ0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0122.See file dsdata.txt to determine how the superseded data were derived.
 DJ0122
 DJ0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC882154(NAD 83)
 DJ0122_MARKER: DD = SURVEY DISK
 DJ0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0122_STAMPING: TRA STA A 18-91 1937
 DJ0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0122+STABILITY: SURFACE MOTION
 DJ0122
 DJ0122  HISTORY     - Date     Condition        Report By
 DJ0122  HISTORY     - 1937     MONUMENTED       DOD
 DJ0122  HISTORY     - 1946     GOOD             NGS
 DJ0122
 DJ0122                          STATION DESCRIPTION
 DJ0122
 DJ0122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ0122'IN MELBOURNE.
 DJ0122'AT MELBOURNE, LAMAR COUNTY, THE SOUTHERN RAILWAY 95 FEET EAST OF THE
 DJ0122'SWITCH AT THE WEST END OF A SIDING, AT A ROAD CROSSING, 16 FEET WEST
 DJ0122'OF THE CENTERLINE OF THE ROAD, AND 6 FEET SOUTH OF THE SOUTH RAIL OF
 DJ0122'THE MAIN TRACK.  A CORPS OF ENGINEERS, U. S. ARMY, STANDARD DISK,
 DJ0122'STAMPED TRA STA A 18-91 1937 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0070 ***********************************************************************
 EG0070  DESIGNATION -  A 180
 EG0070  PID         -  EG0070
 EG0070  STATE/COUNTY-  AL/COLBERT
 EG0070  USGS QUAD   -  WATERLOO (1953)
 EG0070
 EG0070                         *CURRENT SURVEY CONTROL
 EG0070  ___________________________________________________________________
 EG0070* NAD 83(1986)-  34 52 46.     (N)    088 05 10.     (W)     SCALED    
 EG0070* NAVD 88     -       134.157  (meters)     440.15   (feet)  ADJUSTED  
 EG0070  ___________________________________________________________________
 EG0070  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0070  DYNAMIC HT  -         134.032 (meters)     439.74  (feet)  COMP
 EG0070  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 EG0070
 EG0070  VERT ORDER  -  FIRST     CLASS II
 EG0070
 EG0070.The horizontal coordinates were scaled from a topographic map and have
 EG0070.an estimated accuracy of +/- 6 seconds.
 EG0070
 EG0070.The orthometric height was determined by differential leveling
 EG0070.and adjusted by the National Geodetic Survey in June 1991..
 EG0070
 EG0070.The geoid height was determined by GEOID03.
 EG0070
 EG0070.The dynamic height is computed by dividing the NAVD 88
 EG0070.geopotential number by the normal gravity value computed on the
 EG0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0070.degrees latitude (g = 980.6199 gals.).
 EG0070
 EG0070.The modeled gravity was interpolated from observed gravity values.
 EG0070
 EG0070;                    North         East    Units  Estimated Accuracy
 EG0070;SPC AL W     -   541,230.      546,420.      MT  (+/- 180 meters Scaled)
 EG0070
 EG0070                          SUPERSEDED SURVEY CONTROL
 EG0070
 EG0070  NGVD 29 (??/??/92)  134.166  (m)          440.18   (f) ADJ UNCH    1 2
 EG0070
 EG0070.Superseded values are not recommended for survey control.
 EG0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0070.See file dsdata.txt to determine how the superseded data were derived.
 EG0070
 EG0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD007602(NAD 83)
 EG0070_MARKER: DB = BENCH MARK DISK
 EG0070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EG0070_SP_SET: MONUMENT
 EG0070_STAMPING: A 180 1944
 EG0070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG0070
 EG0070  HISTORY     - Date     Condition        Report By
 EG0070  HISTORY     - 1944     MONUMENTED       CGS
 EG0070  HISTORY     - 1950     GOOD             TVA
 EG0070
 EG0070                          STATION DESCRIPTION
 EG0070
 EG0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EG0070'0.9 MI SW FROM RIVERTON.
 EG0070'ABOUT 0.9 MILE SOUTHWEST ALONG THE GRAVEL ROAD TO RIVERTON JUNCTION
 EG0070'FROM THE SCHOOL BUILDING AT RIVERTON, AT THE SOUTH END OF A CURVE
 EG0070'WHERE THE ROAD CURVES AWAY FROM BEAR CREEK TO CROSS THE HEAD-WATERS OF
 EG0070'HORSE BRANCH, ABOUT 0.1 MILE NORTH OF THE BRIDGE OVER CALF BRANCH,
 EG0070'ABOUT 90 FEET EAST OF AND 50 FEET ABOVE SHORELINE OF PICKWICK
 EG0070'RESERVIOR, 55 FEET NORTHWEST OF AND ABOUT 10 FEET ABOVE THE CENTER
 EG0070'LINE OF THE ROAD.  MONUMENT PROJECTS ABOUT 6 INCHES.  NOTE-- THE ROD
 EG0070'WAS SUPPORTED ON THIS MARK IN MAKING THE RIVER-CROSSING TO EASTPORT
 EG0070'LANDING, MISS.
 EG0070
 EG0070                          STATION RECOVERY (1950)
 EG0070
 EG0070'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0070'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0750 ***********************************************************************
 CN0750  DESIGNATION -  A 182
 CN0750  PID         -  CN0750
 CN0750  STATE/COUNTY-  AL/DALLAS
 CN0750  USGS QUAD   -  SARDIS (1982)
 CN0750
 CN0750                         *CURRENT SURVEY CONTROL
 CN0750  ___________________________________________________________________
 CN0750* NAD 83(1986)-  32 21 22.     (N)    086 58 49.     (W)     SCALED    
 CN0750* NAVD 88     -        45.200  (meters)     148.29   (feet)  ADJUSTED  
 CN0750  ___________________________________________________________________
 CN0750  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CN0750  DYNAMIC HT  -          45.148 (meters)     148.12  (feet)  COMP
 CN0750  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 CN0750
 CN0750  VERT ORDER  -  FIRST     CLASS II
 CN0750
 CN0750.This mark is at Craig Field Airport (SEM)
 CN0750
 CN0750.The horizontal coordinates were scaled from a topographic map and have
 CN0750.an estimated accuracy of +/- 6 seconds.
 CN0750
 CN0750.The orthometric height was determined by differential leveling
 CN0750.and adjusted by the National Geodetic Survey in June 1991..
 CN0750
 CN0750.The geoid height was determined by GEOID03.
 CN0750
 CN0750.The dynamic height is computed by dividing the NAVD 88
 CN0750.geopotential number by the normal gravity value computed on the
 CN0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0750.degrees latitude (g = 980.6199 gals.).
 CN0750
 CN0750.The modeled gravity was interpolated from observed gravity values.
 CN0750
 CN0750;                    North         East    Units  Estimated Accuracy
 CN0750;SPC AL W     -   261,330.      648,920.      MT  (+/- 180 meters Scaled)
 CN0750
 CN0750                          SUPERSEDED SURVEY CONTROL
 CN0750
 CN0750  NGVD 29 (??/??/92)   45.18   (m)          148.2    (f) COMPUTED    1 2
 CN0750
 CN0750.Superseded values are not recommended for survey control.
 CN0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0750.See file dsdata.txt to determine how the superseded data were derived.
 CN0750
 CN0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA018799(NAD 83)
 CN0750_MARKER: DD = SURVEY DISK
 CN0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0750_STAMPING: A 182 1945
 CN0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0750+STABILITY: SURFACE MOTION
 CN0750
 CN0750  HISTORY     - Date     Condition        Report By
 CN0750  HISTORY     - 1945     MONUMENTED       USE
 CN0750  HISTORY     - 1968     MARK NOT FOUND   NGS
 CN0750
 CN0750                          STATION DESCRIPTION
 CN0750
 CN0750'DESCRIBED BY US ENGINEERS 1945
 CN0750'IN CRAIG AFB.
 CN0750'AT CRAIG AFB, DALLAS COUNTY, ON SIXTH STREET, ABOUT 190 FEET SOUTH OF
 CN0750'C AVENUE, 54 FEET WEST OF A BOWLING ALLEY, AND 45 FEET EAST OF THE
 CN0750'CENTERLINE OF THE STREET.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CN0750'DISK, STAMPED A 182 1945 AND SET IN THE TOP OF A CONCRETE POST
 CN0750'PROJECTING 8 INCHES ABOVE GROUND.
 CN0750
 CN0750                          STATION RECOVERY (1968)
 CN0750
 CN0750'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CN0750'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0249 ***********************************************************************
 EG0249  DESIGNATION -  A 183
 EG0249  PID         -  EG0249
 EG0249  STATE/COUNTY-  AL/FRANKLIN
 EG0249  USGS QUAD   -  VINA (1976)
 EG0249
 EG0249                         *CURRENT SURVEY CONTROL
 EG0249  ___________________________________________________________________
 EG0249* NAD 83(1986)-  34 22 11.     (N)    088 02 51.     (W)     SCALED    
 EG0249* NAVD 88     -       232.802  (meters)     763.78   (feet)  ADJUSTED  
 EG0249  ___________________________________________________________________
 EG0249  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EG0249  DYNAMIC HT  -         232.566 (meters)     763.01  (feet)  COMP
 EG0249  MODELED GRAV-     979,617.5   (mgal)                       NAVD 88
 EG0249
 EG0249  VERT ORDER  -  SECOND    CLASS 0
 EG0249
 EG0249.The horizontal coordinates were scaled from a topographic map and have
 EG0249.an estimated accuracy of +/- 6 seconds.
 EG0249
 EG0249.The orthometric height was determined by differential leveling
 EG0249.and adjusted by the National Geodetic Survey in June 1991..
 EG0249
 EG0249.The geoid height was determined by GEOID03.
 EG0249
 EG0249.The dynamic height is computed by dividing the NAVD 88
 EG0249.geopotential number by the normal gravity value computed on the
 EG0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0249.degrees latitude (g = 980.6199 gals.).
 EG0249
 EG0249.The modeled gravity was interpolated from observed gravity values.
 EG0249
 EG0249;                    North         East    Units  Estimated Accuracy
 EG0249;SPC AL W     -   484,660.      549,640.      MT  (+/- 180 meters Scaled)
 EG0249
 EG0249                          SUPERSEDED SURVEY CONTROL
 EG0249
 EG0249  NGVD 29 (??/??/92)  232.750  (m)          763.61   (f) ADJ UNCH    2 0
 EG0249
 EG0249.Superseded values are not recommended for survey control.
 EG0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0249.See file dsdata.txt to determine how the superseded data were derived.
 EG0249
 EG0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD036036(NAD 83)
 EG0249_MARKER: DB = BENCH MARK DISK
 EG0249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0249_STAMPING: A 183 1945
 EG0249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0249+STABILITY: SURFACE MOTION
 EG0249_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0249+SATELLITE: SATELLITE OBSERVATIONS - April 19, 2005
 EG0249
 EG0249  HISTORY     - Date     Condition        Report By
 EG0249  HISTORY     - 1945     MONUMENTED       CGS
 EG0249  HISTORY     - 1950     GOOD             TVA
 EG0249  HISTORY     - 20050419 GOOD             ALHD
 EG0249
 EG0249                          STATION DESCRIPTION
 EG0249
 EG0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EG0249'1.0 MI E FROM VINA.
 EG0249'ABOUT 1.0 MILE EAST ALONG THE RED BAY-HACKLEBURG ROAD FROM THE
 EG0249'ILLINOIS CENTRAL RAILROAD STATION AT VINA, NEAR THE TOP OF A GRADE,
 EG0249'BETWEEN FARM HOUSES ON BOTH SIDES OF THE ROAD, 30 FEET SOUTH OF AND
 EG0249'ABOUT 1.5 FEET HIGHER THAN THE CENTER LINE OF THE MAIN ROAD, 35.5 FEET
 EG0249'NORTHWEST OF THE DRIVE WAY TO THE FARM ON THE SOUTH SIDE, 1.6 FEET OF
 EG0249'A WHITE WOODEN WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A
 EG0249'CONCRETE POST, PROJECTING 4 IN. ABOVE THE GROUND.
 EG0249
 EG0249                          STATION RECOVERY (1950)
 EG0249
 EG0249'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0249'RECOVERED IN GOOD CONDITION.
 EG0249
 EG0249                          STATION RECOVERY (2005)
 EG0249
 EG0249'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EG0249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1154 ***********************************************************************
 EF1154  DESIGNATION -  A 184
 EF1154  PID         -  EF1154
 EF1154  STATE/COUNTY-  AL/MARION
 EF1154  USGS QUAD   -  HAMILTON (1983)
 EF1154
 EF1154                         *CURRENT SURVEY CONTROL
 EF1154  ___________________________________________________________________
 EF1154* NAD 83(1986)-  34 14 42.     (N)    087 59 34.     (W)     SCALED    
 EF1154* NAVD 88     -       192.915  (meters)     632.92   (feet)  ADJUSTED  
 EF1154  ___________________________________________________________________
 EF1154  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EF1154  DYNAMIC HT  -         192.719 (meters)     632.28  (feet)  COMP
 EF1154  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 EF1154
 EF1154  VERT ORDER  -  SECOND    CLASS 0
 EF1154
 EF1154.The horizontal coordinates were scaled from a topographic map and have
 EF1154.an estimated accuracy of +/- 6 seconds.
 EF1154
 EF1154.The orthometric height was determined by differential leveling
 EF1154.and adjusted by the National Geodetic Survey in June 1991..
 EF1154
 EF1154.The geoid height was determined by GEOID03.
 EF1154
 EF1154.The dynamic height is computed by dividing the NAVD 88
 EF1154.geopotential number by the normal gravity value computed on the
 EF1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1154.degrees latitude (g = 980.6199 gals.).
 EF1154
 EF1154.The modeled gravity was interpolated from observed gravity values.
 EF1154
 EF1154;                    North         East    Units  Estimated Accuracy
 EF1154;SPC AL W     -   470,800.      554,610.      MT  (+/- 180 meters Scaled)
 EF1154
 EF1154                          SUPERSEDED SURVEY CONTROL
 EF1154
 EF1154  NGVD 29 (??/??/92)  192.856  (m)          632.73   (f) ADJ UNCH    2 0
 EF1154
 EF1154.Superseded values are not recommended for survey control.
 EF1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1154.See file dsdata.txt to determine how the superseded data were derived.
 EF1154
 EF1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC085897(NAD 83)
 EF1154_MARKER: DB = BENCH MARK DISK
 EF1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1154_STAMPING: A 184 1945
 EF1154_MARK LOGO: CGS   
 EF1154_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1154+STABILITY: SURFACE MOTION
 EF1154
 EF1154  HISTORY     - Date     Condition        Report By
 EF1154  HISTORY     - 194512   MONUMENTED       CGS
 EF1154
 EF1154                          STATION DESCRIPTION
 EF1154
 EF1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CS)
 EF1154'15.9 MI (25.5 KM) NORTH OF HAMILTON. FROM THE COURTHOUSE AT HAMILTON
 EF1154'GO NORTHEAST 8.0 MI (12.9 KM) ALONG US HIGHWAY 43 TO DEES STORE,
 EF1154'THENCE ABOUT 5.2 MI (8.4 KM) IN A WESTERLY DIRECTION TO THE NEW HOME
 EF1154'SCHOOL, THENCE SOUTH 1.2 MI (1.9 KM) TO THE T JUNCTION OF A ROAD
 EF1154'LEADING WEST, THENCE WEST AND WINDING 1.5 MI (2.4 KM) TO THE BENCH
 EF1154'MARK.  AT THE BOTTOM OF A HILL, ON THE OUTSIDE OF A LARGE CURVE, 115
 EF1154'YARDS WEST OF A WOODEN BRIDGE OVER A CREEK, 28.5 FT (8.7 M) NORTHEAST
 EF1154'OF AND ABOUT 2 FT (0.6 M) HIGHER THAN THE CENTER LINE OF THE ROAD, 12
 EF1154'FT (3.7 M) NORTHWEST OF A DIM TRAIL LEADING INTO THE WOODS, 2 FT (0.6
 EF1154'M) NORTH OF A WHITE, WOODEN WITNESS POST.  A BRONZE DISK SET IN THE
 EF1154'TOP OF A CONCRETE POST, PROJECTING 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0089 ***********************************************************************
 DJ0089  DESIGNATION -  A 185
 DJ0089  PID         -  DJ0089
 DJ0089  STATE/COUNTY-  AL/LAMAR
 DJ0089  USGS QUAD   -  VERNON (1985)
 DJ0089
 DJ0089                         *CURRENT SURVEY CONTROL
 DJ0089  ___________________________________________________________________
 DJ0089* NAD 83(1986)-  33 45 05.     (N)    088 02 54.     (W)     SCALED    
 DJ0089* NAVD 88     -       152.127  (meters)     499.10   (feet)  ADJUSTED  
 DJ0089  ___________________________________________________________________
 DJ0089  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DJ0089  DYNAMIC HT  -         151.969 (meters)     498.58  (feet)  COMP
 DJ0089  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 DJ0089
 DJ0089  VERT ORDER  -  SECOND    CLASS 0
 DJ0089
 DJ0089.The horizontal coordinates were scaled from a topographic map and have
 DJ0089.an estimated accuracy of +/- 6 seconds.
 DJ0089
 DJ0089.The orthometric height was determined by differential leveling
 DJ0089.and adjusted by the National Geodetic Survey in June 1991..
 DJ0089
 DJ0089.The geoid height was determined by GEOID03.
 DJ0089
 DJ0089.The dynamic height is computed by dividing the NAVD 88
 DJ0089.geopotential number by the normal gravity value computed on the
 DJ0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0089.degrees latitude (g = 980.6199 gals.).
 DJ0089
 DJ0089.The modeled gravity was interpolated from observed gravity values.
 DJ0089
 DJ0089;                    North         East    Units  Estimated Accuracy
 DJ0089;SPC AL W     -   416,080.      549,200.      MT  (+/- 180 meters Scaled)
 DJ0089
 DJ0089                          SUPERSEDED SURVEY CONTROL
 DJ0089
 DJ0089  NGVD 29 (??/??/92)  152.091  (m)          498.99   (f) ADJ UNCH    2 0
 DJ0089
 DJ0089.Superseded values are not recommended for survey control.
 DJ0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0089.See file dsdata.txt to determine how the superseded data were derived.
 DJ0089
 DJ0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC029350(NAD 83)
 DJ0089_MARKER: DB = BENCH MARK DISK
 DJ0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0089_STAMPING: A 185 1946
 DJ0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0089+STABILITY: SURFACE MOTION
 DJ0089
 DJ0089  HISTORY     - Date     Condition        Report By
 DJ0089  HISTORY     - 1946     MONUMENTED       CGS
 DJ0089  HISTORY     - 1967     MARK NOT FOUND   USGS
 DJ0089
 DJ0089                          STATION DESCRIPTION
 DJ0089
 DJ0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0089'3.75 MI W FROM CROSSVILLE.
 DJ0089'ABOUT 3.75 MILES WEST ALONG STATE HIGHWAY 18 FROM CROSSVILLE, ON THE
 DJ0089'EAST END OF A THRU CUT AND ON THE INSIDE OF A CURVE AT THE TOP OF A
 DJ0089'HILL, 36 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 18 FEET
 DJ0089'NORTHEAST OF A HIGHWAY RIGHT OF WAY POST, 2 FEET SOUTHWEST OF A WHITE
 DJ0089'WOODEN WITNESS POST AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 DJ0089'THIS MARK MAY ALSO BE REACHED FROM THE COURT HOUSE AT VERNON BY GOING
 DJ0089'EAST ALONG STATE HIGHWAY 18 FOR 3.9 MILES.
 DJ0089
 DJ0089                          STATION RECOVERY (1967)
 DJ0089
 DJ0089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DJ0089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1800 ***********************************************************************
 DH1800  DESIGNATION -  A 186
 DH1800  PID         -  DH1800
 DH1800  STATE/COUNTY-  AL/FAYETTE
 DH1800  USGS QUAD   -  WINFIELD SE (1967)
 DH1800
 DH1800                         *CURRENT SURVEY CONTROL
 DH1800  ___________________________________________________________________
 DH1800* NAD 83(1986)-  33 49 30.     (N)    087 52 15.     (W)     SCALED    
 DH1800* NAVD 88     -       138.917  (meters)     455.76   (feet)  ADJUSTED  
 DH1800  ___________________________________________________________________
 DH1800  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DH1800  DYNAMIC HT  -         138.772 (meters)     455.29  (feet)  COMP
 DH1800  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 DH1800
 DH1800  VERT ORDER  -  SECOND    CLASS 0
 DH1800
 DH1800.The horizontal coordinates were scaled from a topographic map and have
 DH1800.an estimated accuracy of +/- 6 seconds.
 DH1800
 DH1800.The orthometric height was determined by differential leveling
 DH1800.and adjusted by the National Geodetic Survey in June 1991..
 DH1800
 DH1800.The geoid height was determined by GEOID03.
 DH1800
 DH1800.The dynamic height is computed by dividing the NAVD 88
 DH1800.geopotential number by the normal gravity value computed on the
 DH1800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1800.degrees latitude (g = 980.6199 gals.).
 DH1800
 DH1800.The modeled gravity was interpolated from observed gravity values.
 DH1800
 DH1800;                    North         East    Units  Estimated Accuracy
 DH1800;SPC AL W     -   424,170.      565,670.      MT  (+/- 180 meters Scaled)
 DH1800
 DH1800                          SUPERSEDED SURVEY CONTROL
 DH1800
 DH1800  NGVD 29 (??/??/92)  138.866  (m)          455.60   (f) ADJ UNCH    2 0
 DH1800
 DH1800.Superseded values are not recommended for survey control.
 DH1800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1800.See file dsdata.txt to determine how the superseded data were derived.
 DH1800
 DH1800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC194430(NAD 83)
 DH1800_MARKER: DB = BENCH MARK DISK
 DH1800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1800_STAMPING: A 186 1946
 DH1800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1800+STABILITY: SURFACE MOTION
 DH1800
 DH1800  HISTORY     - Date     Condition        Report By
 DH1800  HISTORY     - 1946     MONUMENTED       CGS
 DH1800  HISTORY     - 1966     MARK NOT FOUND   NGS
 DH1800
 DH1800                          STATION DESCRIPTION
 DH1800
 DH1800'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1800'2.45 MI NE FROM BLUFF.
 DH1800'ABOUT 2.45 MILES NORTHEAST ALONG A GRAVEL ROAD FROM BLUFF, 0.2 MILE
 DH1800'EAST OF A DIM ROAD TO THE NORTHEAST, ON THE EAST SLOPE OF A HILL, 39
 DH1800'FEET NORTHEAST OF A FENCE CORNER, 25 FEET NORTHWEST OF THE CENTER OF
 DH1800'THE ROAD, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 DH1800'FEET ABOVE THE ROAD.
 DH1800
 DH1800                          STATION RECOVERY (1966)
 DH1800
 DH1800'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DH1800'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1666 ***********************************************************************
 DH1666  DESIGNATION -  A 187
 DH1666  PID         -  DH1666
 DH1666  STATE/COUNTY-  AL/FAYETTE
 DH1666  USGS QUAD   -  NEWTONVILLE (1967)
 DH1666
 DH1666                         *CURRENT SURVEY CONTROL
 DH1666  ___________________________________________________________________
 DH1666* NAD 83(1986)-  33 36 02.     (N)    087 49 10.     (W)     SCALED    
 DH1666* NAVD 88     -        92.293  (meters)     302.80   (feet)  ADJUSTED  
 DH1666  ___________________________________________________________________
 DH1666  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DH1666  DYNAMIC HT  -          92.196 (meters)     302.48  (feet)  COMP
 DH1666  MODELED GRAV-     979,580.1   (mgal)                       NAVD 88
 DH1666
 DH1666  VERT ORDER  -  SECOND    CLASS 0
 DH1666
 DH1666.The horizontal coordinates were scaled from a topographic map and have
 DH1666.an estimated accuracy of +/- 6 seconds.
 DH1666
 DH1666.The orthometric height was determined by differential leveling
 DH1666.and adjusted by the National Geodetic Survey in June 1991..
 DH1666
 DH1666.The geoid height was determined by GEOID03.
 DH1666
 DH1666.The dynamic height is computed by dividing the NAVD 88
 DH1666.geopotential number by the normal gravity value computed on the
 DH1666.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1666.degrees latitude (g = 980.6199 gals.).
 DH1666
 DH1666.The modeled gravity was interpolated from observed gravity values.
 DH1666
 DH1666;                    North         East    Units  Estimated Accuracy
 DH1666;SPC AL W     -   399,260.      570,350.      MT  (+/- 180 meters Scaled)
 DH1666
 DH1666                          SUPERSEDED SURVEY CONTROL
 DH1666
 DH1666  NGVD 29 (??/??/92)   92.249  (m)          302.65   (f) ADJ UNCH    2 0
 DH1666
 DH1666.Superseded values are not recommended for survey control.
 DH1666.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1666.See file dsdata.txt to determine how the superseded data were derived.
 DH1666
 DH1666_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC239181(NAD 83)
 DH1666_MARKER: DB = BENCH MARK DISK
 DH1666_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1666_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1666_STAMPING: A 187 1946
 DH1666_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1666+STABILITY: SURFACE MOTION
 DH1666
 DH1666  HISTORY     - Date     Condition        Report By
 DH1666  HISTORY     - 1946     MONUMENTED       CGS
 DH1666  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH1666
 DH1666                          STATION DESCRIPTION
 DH1666
 DH1666'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1666'6.1 MI S FROM FAYETTE.
 DH1666'ABOUT 6.1 MILES SOUTH ALONG THE MOORES BRIDGE ROAD FROM THE SOUTHERN
 DH1666'RAILWAY STATION IN FAYETTE, AT A SHARP CURVE IN THE ROAD, 112 FEET
 DH1666'NORTHWEST OF THE NORTHEAST CORNER OF A BROWN FARM HOUSE, 29 FEET SOUTH
 DH1666'AND ABOUT 2 FEET ABOVE THE CENTER OF THE ROAD, 25 FEET SOUTHWEST OF A
 DH1666'POWER LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 DH1666
 DH1666                          STATION RECOVERY (1966)
 DH1666
 DH1666'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH1666'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2091 ***********************************************************************
 DH2091  DESIGNATION -  A 188
 DH2091  PID         -  DH2091
 DH2091  STATE/COUNTY-  AL/TUSCALOOSA
 DH2091  USGS QUAD   -  ELROD (1967)
 DH2091
 DH2091                         *CURRENT SURVEY CONTROL
 DH2091  ___________________________________________________________________
 DH2091* NAD 83(1986)-  33 21 16.     (N)    087 47 00.     (W)     SCALED    
 DH2091* NAVD 88     -       109.351  (meters)     358.76   (feet)  ADJUSTED  
 DH2091  ___________________________________________________________________
 DH2091  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DH2091  DYNAMIC HT  -         109.233 (meters)     358.38  (feet)  COMP
 DH2091  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 DH2091
 DH2091  VERT ORDER  -  SECOND    CLASS 0
 DH2091
 DH2091.The horizontal coordinates were scaled from a topographic map and have
 DH2091.an estimated accuracy of +/- 6 seconds.
 DH2091
 DH2091.The orthometric height was determined by differential leveling
 DH2091.and adjusted by the National Geodetic Survey in June 1991..
 DH2091
 DH2091.The geoid height was determined by GEOID03.
 DH2091
 DH2091.The dynamic height is computed by dividing the NAVD 88
 DH2091.geopotential number by the normal gravity value computed on the
 DH2091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2091.degrees latitude (g = 980.6199 gals.).
 DH2091
 DH2091.The modeled gravity was interpolated from observed gravity values.
 DH2091
 DH2091;                    North         East    Units  Estimated Accuracy
 DH2091;SPC AL W     -   371,960.      573,630.      MT  (+/- 180 meters Scaled)
 DH2091
 DH2091                          SUPERSEDED SURVEY CONTROL
 DH2091
 DH2091  NGVD 29 (??/??/92)  109.300  (m)          358.60   (f) ADJ UNCH    2 0
 DH2091
 DH2091.Superseded values are not recommended for survey control.
 DH2091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2091.See file dsdata.txt to determine how the superseded data were derived.
 DH2091
 DH2091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB271908(NAD 83)
 DH2091_MARKER: DB = BENCH MARK DISK
 DH2091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2091_STAMPING: A 188 1946
 DH2091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2091+STABILITY: SURFACE MOTION
 DH2091
 DH2091  HISTORY     - Date     Condition        Report By
 DH2091  HISTORY     - 1946     MONUMENTED       CGS
 DH2091  HISTORY     - 20050517 MARK NOT FOUND   ALHD
 DH2091
 DH2091                          STATION DESCRIPTION
 DH2091
 DH2091'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2091'7.3 MI S FROM MOORES BRIDGE.
 DH2091'ABOUT 7.3 MILES SOUTH ALONG A ROAD LEADING TO ELROD FROM THE POST
 DH2091'OFFICE AT MOORES BRIDGE, 0.1 MILE NORTH OF A ROAD INTERSECTION LEADING
 DH2091'WEST, ABOUT 110 FEET NORTHWEST OF THE CENTER LINE OF A ROAD LEADING
 DH2091'NORTHEAST, 28 FEET WEST OF THE CENTER LINE OF THE ROAD, 23 FEET EAST
 DH2091'OF A POWER LINE POLE, 2 FEET SOUTH OF A WOODEN WITNESS POST. A BRONZE
 DH2091'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 DH2091
 DH2091                          STATION RECOVERY (2005)
 DH2091
 DH2091'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2091'ROAD HAS BEEN WIDENED AND PAVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2112 ***********************************************************************
 DH2112  DESIGNATION -  A 189
 DH2112  PID         -  DH2112
 DH2112  STATE/COUNTY-  AL/PICKENS
 DH2112  USGS QUAD   -  BROWNVILLE (1981)
 DH2112
 DH2112                         *CURRENT SURVEY CONTROL
 DH2112  ___________________________________________________________________
 DH2112* NAD 83(1986)-  33 27 54.     (N)    087 50 01.     (W)     SCALED    
 DH2112* NAVD 88     -       176.441  (meters)     578.87   (feet)  ADJUSTED  
 DH2112  ___________________________________________________________________
 DH2112  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DH2112  DYNAMIC HT  -         176.253 (meters)     578.26  (feet)  COMP
 DH2112  MODELED GRAV-     979,564.0   (mgal)                       NAVD 88
 DH2112
 DH2112  VERT ORDER  -  SECOND    CLASS 0
 DH2112
 DH2112.The horizontal coordinates were scaled from a topographic map and have
 DH2112.an estimated accuracy of +/- 6 seconds.
 DH2112
 DH2112.The orthometric height was determined by differential leveling
 DH2112.and adjusted by the National Geodetic Survey in June 1991..
 DH2112
 DH2112.The geoid height was determined by GEOID03.
 DH2112
 DH2112.The dynamic height is computed by dividing the NAVD 88
 DH2112.geopotential number by the normal gravity value computed on the
 DH2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2112.degrees latitude (g = 980.6199 gals.).
 DH2112
 DH2112.The modeled gravity was interpolated from observed gravity values.
 DH2112
 DH2112;                    North         East    Units  Estimated Accuracy
 DH2112;SPC AL W     -   384,230.      568,990.      MT  (+/- 180 meters Scaled)
 DH2112
 DH2112                          SUPERSEDED SURVEY CONTROL
 DH2112
 DH2112  NGVD 29 (??/??/92)  176.391  (m)          578.71   (f) ADJ UNCH    2 0
 DH2112
 DH2112.Superseded values are not recommended for survey control.
 DH2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2112.See file dsdata.txt to determine how the superseded data were derived.
 DH2112
 DH2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC225031(NAD 83)
 DH2112_MARKER: DB = BENCH MARK DISK
 DH2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2112_STAMPING: A 189 1946
 DH2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2112+STABILITY: SURFACE MOTION
 DH2112
 DH2112  HISTORY     - Date     Condition        Report By
 DH2112  HISTORY     - 1946     MONUMENTED       CGS
 DH2112  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2112
 DH2112                          STATION DESCRIPTION
 DH2112
 DH2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2112'3.2 MI W FROM MOORES BRIDGE.
 DH2112'ABOUT 0.2 MILE NORTH AND 3.0 MILES WEST ALONG THE ROAD TO PALMETTO
 DH2112'FROM THE POST OFFICE AT MOORES BRIDGE, ON THE SOUTH SLOPE OF A HILL,
 DH2112'22 FEET EAST OF THE CENTER OF THE ROAD, 19 FEET SOUTHEAST OF A 10-INCH
 DH2112'PINE TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST. NOTE-- IT IS
 DH2112'IMPOSSIBLE TO DISTINGUISH THE 10 INCH PINE TREE AS THE AREA IS
 DH2112'POPULATED WITH PINE TREES.
 DH2112
 DH2112                          STATION RECOVERY (1966)
 DH2112
 DH2112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH2112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1188 ***********************************************************************
 BT1188  DESIGNATION -  A 19
 BT1188  PID         -  BT1188
 BT1188  STATE/COUNTY-  AL/GENEVA
 BT1188  USGS QUAD   -  MALVERN (1981)
 BT1188
 BT1188                         *CURRENT SURVEY CONTROL
 BT1188  ___________________________________________________________________
 BT1188* NAD 83(1986)-  31 08 14.     (N)    085 31 20.     (W)     SCALED    
 BT1188* NAVD 88     -        83.939  (meters)     275.39   (feet)  ADJUSTED  
 BT1188  ___________________________________________________________________
 BT1188  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BT1188  DYNAMIC HT  -          83.833 (meters)     275.04  (feet)  COMP
 BT1188  MODELED GRAV-     979,377.1   (mgal)                       NAVD 88
 BT1188
 BT1188  VERT ORDER  -  SECOND    CLASS 0
 BT1188
 BT1188.The horizontal coordinates were scaled from a topographic map and have
 BT1188.an estimated accuracy of +/- 6 seconds.
 BT1188
 BT1188.The orthometric height was determined by differential leveling
 BT1188.and adjusted by the National Geodetic Survey in June 1991..
 BT1188
 BT1188.The geoid height was determined by GEOID03.
 BT1188
 BT1188.The dynamic height is computed by dividing the NAVD 88
 BT1188.geopotential number by the normal gravity value computed on the
 BT1188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1188.degrees latitude (g = 980.6199 gals.).
 BT1188
 BT1188.The modeled gravity was interpolated from observed gravity values.
 BT1188
 BT1188;                    North         East    Units  Estimated Accuracy
 BT1188;SPC AL E     -    70,690.      229,670.      MT  (+/- 180 meters Scaled)
 BT1188
 BT1188                          SUPERSEDED SURVEY CONTROL
 BT1188
 BT1188  NGVD 29 (??/??/92)   84.030  (m)          275.69   (f) ADJ UNCH    2 0
 BT1188
 BT1188.Superseded values are not recommended for survey control.
 BT1188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1188.See file dsdata.txt to determine how the superseded data were derived.
 BT1188
 BT1188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV408457(NAD 83)
 BT1188_MARKER: DB = BENCH MARK DISK
 BT1188_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1188_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1188_STAMPING: A 19 1934
 BT1188_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1188+STABILITY: SURFACE MOTION
 BT1188
 BT1188  HISTORY     - Date     Condition        Report By
 BT1188  HISTORY     - 1934     MONUMENTED       CGS
 BT1188  HISTORY     - 1955     GOOD             NGS
 BT1188  HISTORY     - 1965     GOOD             DMA
 BT1188
 BT1188                          STATION DESCRIPTION
 BT1188
 BT1188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BT1188'AT MALVERN.
 BT1188'AT MALVERN, ABOUT 0.1 MILE SOUTHWEST ALONG THE HARTFORD AND SLOCOMB
 BT1188'RAILROAD FROM THE WEST ONE OF TWO BLACK TOP ROAD CROSSINGS, ABOUT
 BT1188'0.1 MILE SOUTHWEST OF MILE POST S 390, 26 FEET NORTHWEST OF
 BT1188'NORTHWEST RAIL, 93 1/2 FEET WEST-NORTHWEST AND ACROSS TRACK FROM
 BT1188'THE WEST CORNER OF CONCRETE FOUNDATION OF THE SOUTHWEST ONE OF
 BT1188'TWO LARGE GALVANIZED METAL COVERED WAREHOUSE BUILDINGS, 3 FEET
 BT1188'NORTHWEST OF A FENCE LINE, 6 FEET SOUTHEAST OF A TELEPHONE POLE,
 BT1188'44 FEET NORTHEAST OF NORTHEAST EDGE OF A CIRCULAR ABANDONED BRICK
 BT1188'FOUNDATION, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE
 BT1188'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BT1188
 BT1188                          STATION RECOVERY (1965)
 BT1188
 BT1188'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1188'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0371 ***********************************************************************
 EG0371  DESIGNATION -  A 190
 EG0371  PID         -  EG0371
 EG0371  STATE/COUNTY-  AL/MARION
 EG0371  USGS QUAD   -  BEXAR (1967)
 EG0371
 EG0371                         *CURRENT SURVEY CONTROL
 EG0371  ___________________________________________________________________
 EG0371* NAD 83(1986)-  34 10 58.     (N)    088 07 57.     (W)     SCALED    
 EG0371* NAVD 88     -       161.199  (meters)     528.87   (feet)  ADJUSTED  
 EG0371  ___________________________________________________________________
 EG0371  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EG0371  DYNAMIC HT  -         161.037 (meters)     528.34  (feet)  COMP
 EG0371  MODELED GRAV-     979,622.4   (mgal)                       NAVD 88
 EG0371
 EG0371  VERT ORDER  -  SECOND    CLASS 0
 EG0371
 EG0371.The horizontal coordinates were scaled from a topographic map and have
 EG0371.an estimated accuracy of +/- 6 seconds.
 EG0371
 EG0371.The orthometric height was determined by differential leveling
 EG0371.and adjusted by the National Geodetic Survey in June 1991..
 EG0371
 EG0371.The geoid height was determined by GEOID03.
 EG0371
 EG0371.The dynamic height is computed by dividing the NAVD 88
 EG0371.geopotential number by the normal gravity value computed on the
 EG0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0371.degrees latitude (g = 980.6199 gals.).
 EG0371
 EG0371.The modeled gravity was interpolated from observed gravity values.
 EG0371
 EG0371;                    North         East    Units  Estimated Accuracy
 EG0371;SPC AL W     -   463,970.      541,700.      MT  (+/- 180 meters Scaled)
 EG0371
 EG0371                          SUPERSEDED SURVEY CONTROL
 EG0371
 EG0371  NGVD 29 (??/??/92)  161.136  (m)          528.66   (f) ADJ UNCH    2 0
 EG0371
 EG0371.Superseded values are not recommended for survey control.
 EG0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0371.See file dsdata.txt to determine how the superseded data were derived.
 EG0371
 EG0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC956830(NAD 83)
 EG0371_MARKER: DB = BENCH MARK DISK
 EG0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0371_STAMPING: A 190 1946
 EG0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0371+STABILITY: SURFACE MOTION
 EG0371
 EG0371  HISTORY     - Date     Condition        Report By
 EG0371  HISTORY     - 1946     MONUMENTED       CGS
 EG0371  HISTORY     - 1965     MARK NOT FOUND   USGS
 EG0371
 EG0371                          STATION DESCRIPTION
 EG0371
 EG0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EG0371'1.4 MI E FROM BEXAR.
 EG0371'ABOUT 1.4 MILE EAST ALONG U.S. HIGHWAY 78 FROM THE POST OFFICE AT
 EG0371'BEXAR, AT A CROSS ROAD JUST EAST OF THE TOP OF A LONG HILL, 40 FEET
 EG0371'SOUTHEAST OF THE CENTER LINE OF U.S. HIGHWAY 78, 25 FEET NORTHEAST OF
 EG0371'THE CENTER LINE OF A SIDE ROAD RUNNING SOUTH-SOUTHWEST, AND 3 FEET
 EG0371'NORTH OF A WHITE WOODEN WITNESS POST.
 EG0371
 EG0371                          STATION RECOVERY (1965)
 EG0371
 EG0371'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 EG0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0381 ***********************************************************************
 EG0381  DESIGNATION -  A 191
 EG0381  PID         -  EG0381
 EG0381  STATE/COUNTY-  AL/MARION
 EG0381  USGS QUAD   -  DETROIT (1967)
 EG0381
 EG0381                         *CURRENT SURVEY CONTROL
 EG0381  ___________________________________________________________________
 EG0381* NAD 83(1986)-  34 03 48.     (N)    088 07 38.     (W)     SCALED    
 EG0381* NAVD 88     -       127.026  (meters)     416.75   (feet)  ADJUSTED  
 EG0381  ___________________________________________________________________
 EG0381  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG0381  DYNAMIC HT  -         126.897 (meters)     416.33  (feet)  COMP
 EG0381  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 EG0381
 EG0381  VERT ORDER  -  SECOND    CLASS 0
 EG0381
 EG0381.The horizontal coordinates were scaled from a topographic map and have
 EG0381.an estimated accuracy of +/- 6 seconds.
 EG0381
 EG0381.The orthometric height was determined by differential leveling
 EG0381.and adjusted by the National Geodetic Survey in June 1991..
 EG0381
 EG0381.The geoid height was determined by GEOID03.
 EG0381
 EG0381.The dynamic height is computed by dividing the NAVD 88
 EG0381.geopotential number by the normal gravity value computed on the
 EG0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0381.degrees latitude (g = 980.6199 gals.).
 EG0381
 EG0381.The modeled gravity was interpolated from observed gravity values.
 EG0381
 EG0381;                    North         East    Units  Estimated Accuracy
 EG0381;SPC AL W     -   450,720.      542,100.      MT  (+/- 180 meters Scaled)
 EG0381
 EG0381                          SUPERSEDED SURVEY CONTROL
 EG0381
 EG0381  NGVD 29 (??/??/92)  126.969  (m)          416.56   (f) ADJ UNCH    2 0
 EG0381
 EG0381.Superseded values are not recommended for survey control.
 EG0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0381.See file dsdata.txt to determine how the superseded data were derived.
 EG0381
 EG0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC959697(NAD 83)
 EG0381_MARKER: DB = BENCH MARK DISK
 EG0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0381_STAMPING: A 191 1946
 EG0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0381+STABILITY: SURFACE MOTION
 EG0381
 EG0381  HISTORY     - Date     Condition        Report By
 EG0381  HISTORY     - 1946     MONUMENTED       CGS
 EG0381
 EG0381                          STATION DESCRIPTION
 EG0381
 EG0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EG0381'10.2 MI SE FROM BEXAR.
 EG0381'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT BEXAR BY GOING EAST
 EG0381'ABOUT 1.4 MILES ALONG U.S. HIGHWAY 78, THENCE ABOUT 4.2 MILES SOUTH
 EG0381'ALONG A GRAVEL ROAD WHICH FOLLOWS THE EAST SIDE OF SIPSEY CREEK TO THE
 EG0381'HAMILTON - SULLIGENT ROAD, THENCE 4.6 MILES SOUTHWEST ALONG THE
 EG0381'HAMILTON-SULLIGENT ROAD.  THE BENCH MARK IS AT THE S.D. STONE FARM
 EG0381'PLACE, 57 FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 28 FEET
 EG0381'NORTH OF THE CENTER OF THE ROAD, 1.5 FEET SOUTH OF A WHITE WOODEN
 EG0381'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0163 ***********************************************************************
 CO0163  DESIGNATION -  A 194
 CO0163  PID         -  CO0163
 CO0163  STATE/COUNTY-  AL/GREENE
 CO0163  USGS QUAD   -  BOLIGEE (1987)
 CO0163
 CO0163                         *CURRENT SURVEY CONTROL
 CO0163  ___________________________________________________________________
 CO0163* NAD 83(1986)-  32 52 15.     (N)    088 05 15.     (W)     SCALED    
 CO0163* NAVD 88     -        59.699  (meters)     195.86   (feet)  ADJUSTED  
 CO0163  ___________________________________________________________________
 CO0163  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CO0163  DYNAMIC HT  -          59.632 (meters)     195.64  (feet)  COMP
 CO0163  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CO0163
 CO0163  VERT ORDER  -  SECOND    CLASS 0
 CO0163
 CO0163.The horizontal coordinates were scaled from a topographic map and have
 CO0163.an estimated accuracy of +/- 6 seconds.
 CO0163
 CO0163.The orthometric height was determined by differential leveling
 CO0163.and adjusted by the National Geodetic Survey in June 1991..
 CO0163
 CO0163.The geoid height was determined by GEOID03.
 CO0163
 CO0163.The dynamic height is computed by dividing the NAVD 88
 CO0163.geopotential number by the normal gravity value computed on the
 CO0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0163.degrees latitude (g = 980.6199 gals.).
 CO0163
 CO0163.The modeled gravity was interpolated from observed gravity values.
 CO0163
 CO0163;                    North         East    Units  Estimated Accuracy
 CO0163;SPC AL W     -   318,440.      545,020.      MT  (+/- 180 meters Scaled)
 CO0163
 CO0163                          SUPERSEDED SURVEY CONTROL
 CO0163
 CO0163  NGVD 29 (??/??/92)   59.671  (m)          195.77   (f) ADJ UNCH    2 0
 CO0163
 CO0163.Superseded values are not recommended for survey control.
 CO0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0163.See file dsdata.txt to determine how the superseded data were derived.
 CO0163
 CO0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB982374(NAD 83)
 CO0163_MARKER: DB = BENCH MARK DISK
 CO0163_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0163_SP_SET: CULVERT
 CO0163_STAMPING: A 194 1946
 CO0163_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0163
 CO0163  HISTORY     - Date     Condition        Report By
 CO0163  HISTORY     - 1946     MONUMENTED       CGS
 CO0163
 CO0163                          STATION DESCRIPTION
 CO0163
 CO0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0163'0.4 MI SW FROM MT HEBRON.
 CO0163'ABOUT 0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 CO0163'AT MT. HEBRON, ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM
 CO0163'THE ST. LOUIS AND SAN FRANCISCO RAILROAD STATION AT MT. HEBRON, SET IN
 CO0163'THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 5 BY 5
 CO0163'FOOT CONCRETE BOX CULVERT 12 FEET NORTHWEST OF AND ABOUT 4 FEET BELOW
 CO0163'THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2175 ***********************************************************************
 DH2175  DESIGNATION -  A 195
 DH2175  PID         -  DH2175
 DH2175  STATE/COUNTY-  AL/GREENE
 DH2175  USGS QUAD   -  MANTUA (1970)
 DH2175
 DH2175                         *CURRENT SURVEY CONTROL
 DH2175  ___________________________________________________________________
 DH2175* NAD 83(1986)-  33 05 00.     (N)    087 57 26.     (W)     SCALED    
 DH2175* NAVD 88     -        52.718  (meters)     172.96   (feet)  ADJUSTED  
 DH2175  ___________________________________________________________________
 DH2175  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH2175  DYNAMIC HT  -          52.659 (meters)     172.77  (feet)  COMP
 DH2175  MODELED GRAV-     979,527.8   (mgal)                       NAVD 88
 DH2175
 DH2175  VERT ORDER  -  SECOND    CLASS 0
 DH2175
 DH2175.The horizontal coordinates were scaled from a topographic map and have
 DH2175.an estimated accuracy of +/- 6 seconds.
 DH2175
 DH2175.The orthometric height was determined by differential leveling
 DH2175.and adjusted by the National Geodetic Survey in June 1991..
 DH2175
 DH2175.The geoid height was determined by GEOID03.
 DH2175
 DH2175.The dynamic height is computed by dividing the NAVD 88
 DH2175.geopotential number by the normal gravity value computed on the
 DH2175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2175.degrees latitude (g = 980.6199 gals.).
 DH2175
 DH2175.The modeled gravity was interpolated from observed gravity values.
 DH2175
 DH2175;                    North         East    Units  Estimated Accuracy
 DH2175;SPC AL W     -   341,950.      557,310.      MT  (+/- 180 meters Scaled)
 DH2175
 DH2175                          SUPERSEDED SURVEY CONTROL
 DH2175
 DH2175  NGVD 29 (??/??/92)   52.675  (m)          172.82   (f) ADJ UNCH    2 0
 DH2175
 DH2175.Superseded values are not recommended for survey control.
 DH2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2175.See file dsdata.txt to determine how the superseded data were derived.
 DH2175
 DH2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB106609(NAD 83)
 DH2175_MARKER: DB = BENCH MARK DISK
 DH2175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2175_STAMPING: A 195 1946
 DH2175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2175+STABILITY: SURFACE MOTION
 DH2175
 DH2175  HISTORY     - Date     Condition        Report By
 DH2175  HISTORY     - 1946     MONUMENTED       CGS
 DH2175  HISTORY     - 1972     MARK NOT FOUND   USGS
 DH2175
 DH2175                          STATION DESCRIPTION
 DH2175
 DH2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2175'4.1 MI S FROM BENEVOLA.
 DH2175'ABOUT 2.1 MILES EAST ALONG A GRAVEL ROAD, THENCE ABOUT 2.0 MILES
 DH2175'SOUTHWEST ALONG A ROAD LEADING TO LEWISTON FROM THE GRAMMAR SCHOOL AT
 DH2175'BENEVOLA, AT THE SOUTHWEST END OF A CURVE TO THE EAST, 0.6 MILE
 DH2175'SOUTHWEST OF THE INTERSECTION OF A ROAD LEADING SOUTH TO MANTUA, 101
 DH2175'FEET SOUTHWEST OF THE SOUTHEAST END OF A PIPE CULVERT, 33 FEET
 DH2175'SOUTHEAST OF AND ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE ROAD,
 DH2175'15 FEET NORTHEAST OF A WOODS LANE, 2 FEET NORTHWEST OF A WOODEN
 DH2175'WITNESS POST.  NOTE-- THIS MARK CAN BE ALSO BE REACHED FROM THE
 DH2175'CROSSROADS AT LEWISTON BY GOING NORTHEAST FOR 4.6 MILES.
 DH2175
 DH2175                          STATION RECOVERY (1972)
 DH2175
 DH2175'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 DH2175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0099 ***********************************************************************
 DJ0099  DESIGNATION -  A 197
 DJ0099  PID         -  DJ0099
 DJ0099  STATE/COUNTY-  AL/LAMAR
 DJ0099  USGS QUAD   -  STEENS (1987)
 DJ0099
 DJ0099                         *CURRENT SURVEY CONTROL
 DJ0099  ___________________________________________________________________
 DJ0099* NAD 83(1986)-  33 35 47.     (N)    088 15 40.     (W)     SCALED    
 DJ0099* NAVD 88     -        79.969  (meters)     262.37   (feet)  ADJUSTED  
 DJ0099  ___________________________________________________________________
 DJ0099  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DJ0099  DYNAMIC HT  -          79.886 (meters)     262.09  (feet)  COMP
 DJ0099  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 DJ0099
 DJ0099  VERT ORDER  -  SECOND    CLASS 0
 DJ0099
 DJ0099.The horizontal coordinates were scaled from a topographic map and have
 DJ0099.an estimated accuracy of +/- 6 seconds.
 DJ0099
 DJ0099.The orthometric height was determined by differential leveling
 DJ0099.and adjusted by the National Geodetic Survey in June 1991..
 DJ0099
 DJ0099.The geoid height was determined by GEOID03.
 DJ0099
 DJ0099.The dynamic height is computed by dividing the NAVD 88
 DJ0099.geopotential number by the normal gravity value computed on the
 DJ0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0099.degrees latitude (g = 980.6199 gals.).
 DJ0099
 DJ0099.The modeled gravity was interpolated from observed gravity values.
 DJ0099
 DJ0099;                    North         East    Units  Estimated Accuracy
 DJ0099;SPC AL W     -   399,010.      529,360.      MT  (+/- 180 meters Scaled)
 DJ0099
 DJ0099                          SUPERSEDED SURVEY CONTROL
 DJ0099
 DJ0099  NGVD 29 (??/??/92)   79.941  (m)          262.27   (f) ADJ UNCH    2 0
 DJ0099
 DJ0099.Superseded values are not recommended for survey control.
 DJ0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0099.See file dsdata.txt to determine how the superseded data were derived.
 DJ0099
 DJ0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC829181(NAD 83)
 DJ0099_MARKER: DB = BENCH MARK DISK
 DJ0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0099_STAMPING: A 192 1946
 DJ0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0099+STABILITY: SURFACE MOTION
 DJ0099
 DJ0099  HISTORY     - Date     Condition        Report By
 DJ0099  HISTORY     - 1946     MONUMENTED       CGS
 DJ0099  HISTORY     - 1952     GOOD             NGS
 DJ0099  HISTORY     - 19520507 MARK NOT FOUND   LOCENG
 DJ0099
 DJ0099                          STATION DESCRIPTION
 DJ0099
 DJ0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0099'4.1 MI NE FROM STEENS, MISS.
 DJ0099'ABOUT 4.1 MILES NORTHEAST ALONG THE YELLOW CREEK ROAD FROM THE POST
 DJ0099'OFFICE AT STEENS, AT THE INTERSECTION OF THE MAIN ROAD AND A ROAD
 DJ0099'LEADING IN A SOUTHERLY DIRECTION, 56 FEET SOUTHWEST OF THE CENTER OF
 DJ0099'THE INTERSECTION OF THE TWO ROADS, 50 FEET SOUTHEAST OF AND ABOUT 5
 DJ0099'FEET ABOVE THE CENTER LINE OF THE MAIN ROAD, 20 FEET WEST OF THE
 DJ0099'CENTER LINE OF THE ROAD LEADING SOUTH, 2 FEET WEST OF A WOODEN WITNESS
 DJ0099'POST.  A DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 DJ0099'INCHES.
 DJ0099
 DJ0099                          STATION RECOVERY (1952)
 DJ0099
 DJ0099'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DJ0099'RECOVERED IN GOOD CONDITION.
 DJ0099
 DJ0099                          STATION RECOVERY (1952)
 DJ0099
 DJ0099'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 DJ0099'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0100 ***********************************************************************
 DJ0100  DESIGNATION -  A 197 RESET
 DJ0100  PID         -  DJ0100
 DJ0100  STATE/COUNTY-  AL/LAMAR
 DJ0100  USGS QUAD   -  STEENS (1987)
 DJ0100
 DJ0100                         *CURRENT SURVEY CONTROL
 DJ0100  ___________________________________________________________________
 DJ0100* NAD 83(1986)-  33 35 47.     (N)    088 15 40.     (W)     SCALED    
 DJ0100* NAVD 88     -        80.05   (meters)     262.6    (feet)  RESET     
 DJ0100  ___________________________________________________________________
 DJ0100  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DJ0100
 DJ0100  VERT ORDER  -  THIRD
 DJ0100
 DJ0100.The horizontal coordinates were scaled from a topographic map and have
 DJ0100.an estimated accuracy of +/- 6 seconds.
 DJ0100
 DJ0100.The orthometric height was computed from unverified reset data.
 DJ0100
 DJ0100.The geoid height was determined by GEOID03.
 DJ0100
 DJ0100;                    North         East    Units  Estimated Accuracy
 DJ0100;SPC AL W     -   399,010.      529,360.      MT  (+/- 180 meters Scaled)
 DJ0100
 DJ0100                          SUPERSEDED SURVEY CONTROL
 DJ0100
 DJ0100  NGVD 29 (??/??/??)   80.02   (m)          262.5    (f) RESET       3  
 DJ0100
 DJ0100.Superseded values are not recommended for survey control.
 DJ0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0100.See file dsdata.txt to determine how the superseded data were derived.
 DJ0100
 DJ0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC829181(NAD 83)
 DJ0100_MARKER: DB = BENCH MARK DISK
 DJ0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0100_STAMPING: A 197 RESET 1952
 DJ0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0100+STABILITY: SURFACE MOTION
 DJ0100
 DJ0100  HISTORY     - Date     Condition        Report By
 DJ0100  HISTORY     - 1952     MONUMENTED       CGS
 DJ0100
 DJ0100                          STATION DESCRIPTION
 DJ0100
 DJ0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DJ0100'4.1 MI NE FROM STEENS, MISS.
 DJ0100'IN LAMAR COUNTY, ALABAMA, 4.1 MILES NORTHEAST ALONG THE YELLOW CREEK
 DJ0100'ROAD FROM THE POST OFFICE AT STEENS, LOWNDES COUNTY, MISSISSIPPI, AT
 DJ0100'THE INTERSECTION OF A ROAD LEADING SOUTH, 100 FEET SOUTHWEST OF THE
 DJ0100'CENTER OF THE INTERSECTION, 40 FEET SOUTHEAST OF THE CENTER LINE OF
 DJ0100'THE MAIN ROAD, 60 FEET WEST OF THE CENTER LINE OF THE ROAD LEADING
 DJ0100'SOUTH, AND ABOUT 9 FEET HIGHER THAN THE MAIN ROAD.  A STANDARD DISK,
 DJ0100'STAMPED A 197 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST ABOUT
 DJ0100'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0039 ***********************************************************************
 DJ0039  DESIGNATION -  A 198
 DJ0039  PID         -  DJ0039
 DJ0039  STATE/COUNTY-  AL/LAMAR
 DJ0039  USGS QUAD   -  SULLIGENT SW (1985)
 DJ0039
 DJ0039                         *CURRENT SURVEY CONTROL
 DJ0039  ___________________________________________________________________
 DJ0039* NAD 83(1986)-  33 45 58.     (N)    088 14 34.     (W)     SCALED    
 DJ0039* NAVD 88     -       101.087  (meters)     331.65   (feet)  ADJUSTED  
 DJ0039  ___________________________________________________________________
 DJ0039  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DJ0039  DYNAMIC HT  -         100.982 (meters)     331.31  (feet)  COMP
 DJ0039  MODELED GRAV-     979,599.7   (mgal)                       NAVD 88
 DJ0039
 DJ0039  VERT ORDER  -  SECOND    CLASS 0
 DJ0039
 DJ0039.The horizontal coordinates were scaled from a topographic map and have
 DJ0039.an estimated accuracy of +/- 6 seconds.
 DJ0039
 DJ0039.The orthometric height was determined by differential leveling
 DJ0039.and adjusted by the National Geodetic Survey in June 1991..
 DJ0039
 DJ0039.The geoid height was determined by GEOID03.
 DJ0039
 DJ0039.The dynamic height is computed by dividing the NAVD 88
 DJ0039.geopotential number by the normal gravity value computed on the
 DJ0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0039.degrees latitude (g = 980.6199 gals.).
 DJ0039
 DJ0039.The modeled gravity was interpolated from observed gravity values.
 DJ0039
 DJ0039;                    North         East    Units  Estimated Accuracy
 DJ0039;SPC AL W     -   417,830.      531,200.      MT  (+/- 180 meters Scaled)
 DJ0039
 DJ0039                          SUPERSEDED SURVEY CONTROL
 DJ0039
 DJ0039  NGVD 29 (??/??/92)  101.051  (m)          331.53   (f) ADJ UNCH    2 0
 DJ0039
 DJ0039.Superseded values are not recommended for survey control.
 DJ0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0039.See file dsdata.txt to determine how the superseded data were derived.
 DJ0039
 DJ0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC849369(NAD 83)
 DJ0039_MARKER: DB = BENCH MARK DISK
 DJ0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0039_STAMPING: A 198 1946
 DJ0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0039+STABILITY: SURFACE MOTION
 DJ0039
 DJ0039  HISTORY     - Date     Condition        Report By
 DJ0039  HISTORY     - 1946     MONUMENTED       CGS
 DJ0039  HISTORY     - 1965     GOOD             USGS
 DJ0039
 DJ0039                          STATION DESCRIPTION
 DJ0039
 DJ0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0039'10.1 MI NW FROM VERNON.
 DJ0039'ABOUT 5.8 MILES WEST ALONG STATE HIGHWAY 18 FROM THE COURT HOUSE AT
 DJ0039'VERNON, THENCE ABOUT 2.3 MILES NORTH ALONG A GRAVEL ROAD, THENCE ABOUT
 DJ0039'2.0 MILES WEST ALONG THE VERNON-ABERDEEN ROAD.  THE MARK IS ABOUT 0.2
 DJ0039'MILE WEST OF A PRIVATE ROAD LEADING TO A FARM HOUSE, ABOUTT 0.2 MILE
 DJ0039'EAST OF THE MISSISSIPPI-ALABAMA STATE LINE, 26 FEET NORTH OF AND ABOUT
 DJ0039'2 FEET HIGHER THAN THE CENTER LINE OF THE ROAD, 10 FEET NORTHWEST OF
 DJ0039'THE LARGER OF TWO TWIN PINE TREES, 11 FEET SOUTHWEST OF THE SMALLER
 DJ0039'TWIN PINE TREE, 2 FEET WEST OF A WOODEN WITNESS POST.  A BRONZE DISK
 DJ0039'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 DJ0039
 DJ0039                          STATION RECOVERY (1965)
 DJ0039
 DJ0039'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DJ0039'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0626 ***********************************************************************
 DJ0626  DESIGNATION -  A 199
 DJ0626  PID         -  DJ0626
 DJ0626  STATE/COUNTY-  AL/PICKENS
 DJ0626  USGS QUAD   -  FORRESTON (1987)
 DJ0626
 DJ0626                         *CURRENT SURVEY CONTROL
 DJ0626  ___________________________________________________________________
 DJ0626* NAD 83(1986)-  33 20 14.     (N)    088 17 33.     (W)     SCALED    
 DJ0626* NAVD 88     -        64.809  (meters)     212.63   (feet)  ADJUSTED  
 DJ0626  ___________________________________________________________________
 DJ0626  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DJ0626  DYNAMIC HT  -          64.739 (meters)     212.40  (feet)  COMP
 DJ0626  MODELED GRAV-     979,564.7   (mgal)                       NAVD 88
 DJ0626
 DJ0626  VERT ORDER  -  SECOND    CLASS 0
 DJ0626
 DJ0626.The horizontal coordinates were scaled from a topographic map and have
 DJ0626.an estimated accuracy of +/- 6 seconds.
 DJ0626
 DJ0626.The orthometric height was determined by differential leveling
 DJ0626.and adjusted by the National Geodetic Survey in June 1991..
 DJ0626
 DJ0626.The geoid height was determined by GEOID03.
 DJ0626
 DJ0626.The dynamic height is computed by dividing the NAVD 88
 DJ0626.geopotential number by the normal gravity value computed on the
 DJ0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0626.degrees latitude (g = 980.6199 gals.).
 DJ0626
 DJ0626.The modeled gravity was interpolated from observed gravity values.
 DJ0626
 DJ0626;                    North         East    Units  Estimated Accuracy
 DJ0626;SPC AL W     -   370,290.      526,230.      MT  (+/- 180 meters Scaled)
 DJ0626
 DJ0626                          SUPERSEDED SURVEY CONTROL
 DJ0626
 DJ0626  NGVD 29 (??/??/92)   64.784  (m)          212.55   (f) ADJ UNCH    2 0
 DJ0626
 DJ0626.Superseded values are not recommended for survey control.
 DJ0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0626.See file dsdata.txt to determine how the superseded data were derived.
 DJ0626
 DJ0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB797894(NAD 83)
 DJ0626_MARKER: DD = SURVEY DISK
 DJ0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0626_STAMPING: A 199 1946
 DJ0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0626+STABILITY: SURFACE MOTION
 DJ0626
 DJ0626  HISTORY     - Date     Condition        Report By
 DJ0626  HISTORY     - 1946     MONUMENTED       CGS
 DJ0626
 DJ0626                          STATION DESCRIPTION
 DJ0626
 DJ0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0626'8.8 MI NW FROM PICKENSVILLE.
 DJ0626'ABOUT 8.8 MILES NORTHWEST ALONG THE PICKENSVILLE-COLUMBUS ROAD FROM
 DJ0626'THE POST OFFICE AT PICKENSVILLE, 62 FEET NORTH OF THE NORTHEAST CORNER
 DJ0626'OF A STORE BUILDING, 55 FEET NORTHWEST AND ACROSS THE ROAD FROM THE
 DJ0626'CENTER OF A CATTLE GUARD AT THE ENTRANCE TO THE DREAM HILL RANCH, 27
 DJ0626'FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A WIRE FENCE,
 DJ0626'2 FEET NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 2 FEET HIGHER
 DJ0626'THAN ROAD LEVEL.  A STANDARD DISK, STAMPED A 199 1946 AND SET IN THE
 DJ0626'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1192 ***********************************************************************
 BU1192  DESIGNATION -  A 2 44
 BU1192  PID         -  BU1192
 BU1192  STATE/COUNTY-  AL/WILCOX
 BU1192  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1192
 BU1192                         *CURRENT SURVEY CONTROL
 BU1192  ___________________________________________________________________
 BU1192* NAD 83(1986)-  31 56 30.     (N)    087 15 17.     (W)     SCALED    
 BU1192* NAVD 88     -        91.822  (meters)     301.25   (feet)  ADJUSTED  
 BU1192  ___________________________________________________________________
 BU1192  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BU1192  DYNAMIC HT  -          91.715 (meters)     300.90  (feet)  COMP
 BU1192  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 BU1192
 BU1192  VERT ORDER  -  SECOND    CLASS 0
 BU1192
 BU1192.The horizontal coordinates were scaled from a topographic map and have
 BU1192.an estimated accuracy of +/- 6 seconds.
 BU1192
 BU1192.The orthometric height was determined by differential leveling
 BU1192.and adjusted by the National Geodetic Survey in June 1991..
 BU1192
 BU1192.The geoid height was determined by GEOID03.
 BU1192
 BU1192.The dynamic height is computed by dividing the NAVD 88
 BU1192.geopotential number by the normal gravity value computed on the
 BU1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1192.degrees latitude (g = 980.6199 gals.).
 BU1192
 BU1192.The modeled gravity was interpolated from observed gravity values.
 BU1192
 BU1192;                    North         East    Units  Estimated Accuracy
 BU1192;SPC AL W     -   215,280.      623,190.      MT  (+/- 180 meters Scaled)
 BU1192
 BU1192                          SUPERSEDED SURVEY CONTROL
 BU1192
 BU1192  NGVD 29 (??/??/92)   91.790  (m)          301.15   (f) ADJ UNCH    2 0
 BU1192
 BU1192.Superseded values are not recommended for survey control.
 BU1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1192.See file dsdata.txt to determine how the superseded data were derived.
 BU1192
 BU1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA759339(NAD 83)
 BU1192_MARKER: DD = SURVEY DISK
 BU1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1192_STAMPING: A-2-44 1941
 BU1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1192+STABILITY: SURFACE MOTION
 BU1192
 BU1192  HISTORY     - Date     Condition        Report By
 BU1192  HISTORY     - 1941     MONUMENTED       USE
 BU1192  HISTORY     - 1950     GOOD             NGS
 BU1192  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1192
 BU1192                          STATION DESCRIPTION
 BU1192
 BU1192'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU1192'4.8 MI SE FROM CAMDEN.
 BU1192'ABOUT 4.8 MILES SOUTHEAST ALONG THE CAMDEN-NADAWAH ROAD FROM THE COURT
 BU1192'HOUSE AT CAMDEN, ABOUT 0.55 MILE NORTHWEST OF A STEEL BRIDGE OVER
 BU1192'SHOAL CREEK, ABOUT 0.45 MILE SOUTHEAST OF LITTLE ROCK CHURCH 346 FEET
 BU1192'NORTH AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A WHITE FRAME
 BU1192'SCHOOL BUILDING, IN A SMALL TRIANGLE FORMED BY THE JUNCTION OF A DIM
 BU1192'WASHED OUT ROAD LEADING EAST, 33 FEET NORTHWEST OF A 22-INCH SLASHED
 BU1192'BLAZED ELM TREE, 18 FEET NORTHEAST OF THE CENTER OF THE ROAD AT
 BU1192'JUNCTION OF A DIM ROAD WEST, 1 FOOT SOUTHWEST OF A WHITE WOODEN
 BU1192'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 BU1192'CONCRETE POST PROJECTING 2 INCHES.  NOTE-- POST IS LEANING SOUTH SO
 BU1192'THAT HIGH POINT OF DISK IS ON NORTH SIDE.  POST IS SOLID IN GROUND BUT
 BU1192'LOCATION OF MARK MAKES IT APT TO BE DISTURBED BY GRADING OPERATIONS.
 BU1192
 BU1192                          STATION RECOVERY (1972)
 BU1192
 BU1192'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1192'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1505 ***********************************************************************
 BT1505  DESIGNATION -  A 20
 BT1505  PID         -  BT1505
 BT1505  STATE/COUNTY-  AL/BARBOUR
 BT1505  USGS QUAD   -  CLAYTON NORTH (1979)
 BT1505
 BT1505                         *CURRENT SURVEY CONTROL
 BT1505  ___________________________________________________________________
 BT1505* NAD 83(1992)-  31 53 54.81370(N)    085 28 02.96982(W)     ADJUSTED  
 BT1505* NAVD 88     -       152.523  (meters)     500.40   (feet)  ADJUSTED  
 BT1505  ___________________________________________________________________
 BT1505  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BT1505  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BT1505  DYNAMIC HT  -         152.344 (meters)     499.82  (feet)  COMP
 BT1505  MODELED GRAV-     979,460.2   (mgal)                       NAVD 88
 BT1505
 BT1505  HORZ ORDER  -  THIRD
 BT1505  VERT ORDER  -  SECOND    CLASS 0
 BT1505
 BT1505.The horizontal coordinates were established by GPS observations
 BT1505.and adjusted by the National Geodetic Survey in September 1997..
 BT1505
 BT1505.The orthometric height was determined by differential leveling
 BT1505.and adjusted by the National Geodetic Survey in June 1991..
 BT1505
 BT1505.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1505
 BT1505.The geoid height was determined by GEOID03.
 BT1505
 BT1505.The dynamic height is computed by dividing the NAVD 88
 BT1505.geopotential number by the normal gravity value computed on the
 BT1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1505.degrees latitude (g = 980.6199 gals.).
 BT1505
 BT1505.The modeled gravity was interpolated from observed gravity values.
 BT1505
 BT1505;                    North         East     Units Scale Factor Converg.
 BT1505;SPC AL E     -   155,114.542   234,606.260   MT  0.99997476   +0 11 35.9
 BT1505;UTM  16      - 3,530,216.138   644,920.440   MT  0.99985902   +0 48 35.8
 BT1505
 BT1505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1505!SPC AL E     -   0.99998017  x   0.99997476  =   0.99995493
 BT1505!UTM  16      -   0.99998017  x   0.99985902  =   0.99983919
 BT1505
 BT1505                          SUPERSEDED SURVEY CONTROL
 BT1505
 BT1505  NAD 83(1992)-  31 53 54.81374(N)    085 28 02.97102(W) AD(       ) 3
 BT1505  NAD 83(1986)-  31 53 54.81920(N)    085 28 02.96097(W) AD(       ) 3
 BT1505  NAD 27      -  31 53 54.24379(N)    085 28 03.17219(W) AD(       ) 3
 BT1505  NGVD 29 (??/??/92)  152.53   (m)          500.4    (f) COMPUTED    2 0
 BT1505
 BT1505.Superseded values are not recommended for survey control.
 BT1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1505.See file dsdata.txt to determine how the superseded data were derived.
 BT1505
 BT1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4492030216(NAD 83)
 BT1505_MARKER: DB = BENCH MARK DISK
 BT1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1505_SP_SET: CONCRETE POST
 BT1505_STAMPING: A 20 1934
 BT1505_MARK LOGO: CGS   
 BT1505_PROJECTION: PROJECTING 3 CENTIMETERS
 BT1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1505+STABILITY: SURFACE MOTION
 BT1505_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1505+SATELLITE: SATELLITE OBSERVATIONS - July 20, 1987
 BT1505
 BT1505  HISTORY     - Date     Condition        Report By
 BT1505  HISTORY     - 1934     MONUMENTED       CGS
 BT1505  HISTORY     - 19870720 GOOD             NGS
 BT1505
 BT1505                          STATION DESCRIPTION
 BT1505
 BT1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1505'2.0 MI NW FROM CLAYTON.
 BT1505'THE MARK IS 3 FT ABOVE HIGHWAY.
 BT1505'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 51 FROM THE COURTHOUSE IN
 BT1505'CLAYTON, ABOUT 0.5 MILE NORTHWEST OF A BRIDGE OVER PEA CREEK, 229
 BT1505'FEET SOUTH OF CENTER OF JUNCTION OF A BLACK TOP ROAD LEADING
 BT1505'NORTHEAST, 33 FEET SOUTHWEST OF CENTERLINE OF HIGHWAY, 17 FEET
 BT1505'NORTHEAST OF A FENCELINE, 125 FEET EAST-SOUTHEAST OF EAST CORNER OF
 BT1505'BRICK PORCH OF A FARM HOUSE, 71.8 FEET EAST-SOUTHEAST OF POWER POLE
 BT1505'NO. 205, ON TOP OF A CUT BANK, AND 1.0 FOOT SOUTHWEST OF NORTHEAST
 BT1505'EDGE OF THE CUT BANK.
 BT1505'THE MARK IS 1.5 FT  NE FROM A WITNESS POST.
 BT1505
 BT1505                          STATION RECOVERY (1987)
 BT1505
 BT1505'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BT1505'THE MARK WAS RECOVERED IN GOOD CONDITION AND IS LOCATED 1.6 KM (1.0
 BT1505'MILES) NORTH ON STATE HIGHWAY 51 FROM THE JUNCTION OF STATE HIGHWAY
 BT1505'239 STATE HIGHWAY 51 BYPASS AND STATE HIGHWAY 51 0.8 KM (0.5 MILES)
 BT1505'NORTHWEST OF A BRIDGE OVER PEA CREEK 69.7 M (229 FT) SOUTH OF
 BT1505'CENTER OF THE JUNCTION OF A PAVED ROAD LEADING NORTHEAST (COUNTY
 BT1505'ROAD 49) 38.1 M(125 FT) EAST-SOUTHEAST OF THE EAST CORNER OF A BRICK
 BT1505'PORCH OF A FARM HOUSE, 21.8 M (71.8 FT) SOUTHEAST OF A POWER POLE,
 BT1505'10 M (32 FT) SOUTHWEST OF CENTERLINE OF THE HIGHWAY, 4.5 M (15 FT)
 BT1505'NORTHEAST OF A WIRE FENCE 3.F M (1 FT) SOUTHWEST FROM THE NORTHEAST
 BT1505'EDGE OF A CUT BANK AND .3 M (1.5 FT) NORTHEAST FROM A WITNESS POST.
 BT1505'THE MARK IS A DISK SET INTO THE TOP OF A CONCRETE MONUMENT PROJECTING
 BT1505'1 INCH ABOVE THE SURFACE OF THE GROUND AND 1 M (3.5 FT) ABOVE THE
 BT1505'HIGHWAY.
 BT1505'DESCRIBED BY B. GERARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1931 ***********************************************************************
 DH1931  DESIGNATION -  A 200
 DH1931  PID         -  DH1931
 DH1931  STATE/COUNTY-  AL/GREENE
 DH1931  USGS QUAD   -  FOSTERS (1978)
 DH1931
 DH1931                         *CURRENT SURVEY CONTROL
 DH1931  ___________________________________________________________________
 DH1931* NAD 83(1986)-  33 00 27.     (N)    087 44 56.     (W)     SCALED    
 DH1931* NAVD 88     -        43.516  (meters)     142.77   (feet)  ADJUSTED  
 DH1931  ___________________________________________________________________
 DH1931  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH1931  DYNAMIC HT  -          43.467 (meters)     142.61  (feet)  COMP
 DH1931  MODELED GRAV-     979,523.3   (mgal)                       NAVD 88
 DH1931
 DH1931  VERT ORDER  -  SECOND    CLASS 0
 DH1931
 DH1931.The horizontal coordinates were scaled from a topographic map and have
 DH1931.an estimated accuracy of +/- 6 seconds.
 DH1931
 DH1931.The orthometric height was determined by differential leveling
 DH1931.and adjusted by the National Geodetic Survey in June 1991..
 DH1931
 DH1931.The geoid height was determined by GEOID03.
 DH1931
 DH1931.The dynamic height is computed by dividing the NAVD 88
 DH1931.geopotential number by the normal gravity value computed on the
 DH1931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1931.degrees latitude (g = 980.6199 gals.).
 DH1931
 DH1931.The modeled gravity was interpolated from observed gravity values.
 DH1931
 DH1931;                    North         East    Units  Estimated Accuracy
 DH1931;SPC AL W     -   333,470.      576,740.      MT  (+/- 180 meters Scaled)
 DH1931
 DH1931                          SUPERSEDED SURVEY CONTROL
 DH1931
 DH1931  NGVD 29 (??/??/92)   43.482  (m)          142.66   (f) ADJ UNCH    2 0
 DH1931
 DH1931.Superseded values are not recommended for survey control.
 DH1931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1931.See file dsdata.txt to determine how the superseded data were derived.
 DH1931
 DH1931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB300523(NAD 83)
 DH1931_MARKER: DB = BENCH MARK DISK
 DH1931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1931_STAMPING: A 200 1946
 DH1931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1931+STABILITY: SURFACE MOTION
 DH1931
 DH1931  HISTORY     - Date     Condition        Report By
 DH1931  HISTORY     - 1946     MONUMENTED       CGS
 DH1931
 DH1931                          STATION DESCRIPTION
 DH1931
 DH1931'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1931'4.6 MI SE FROM RALPH.
 DH1931'ABOUT 1.55 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 DH1931'AT RALPH, THENCE 3.05 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO
 DH1931'LOCK NO. 9, 67 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 60 FEET
 DH1931'EAST OF THE EAST CORNER OF THE GEORGE F. ROBERTSON FARM HOUSE, 14 FEET
 DH1931'SOUTHEAST OF A 38-INCH OAK TREE, 75 FEET NORTHEAST OF A 26 INCH WATER
 DH1931'OAK TREE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST AND
 DH1931'ABOUT 2 FEET BELOW ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2172 ***********************************************************************
 DH2172  DESIGNATION -  A 201
 DH2172  PID         -  DH2172
 DH2172  STATE/COUNTY-  AL/TUSCALOOSA
 DH2172  USGS QUAD   -  GIN CREEK (1978)
 DH2172
 DH2172                         *CURRENT SURVEY CONTROL
 DH2172  ___________________________________________________________________
 DH2172* NAD 83(1986)-  33 28 39.     (N)    087 37 54.     (W)     SCALED    
 DH2172* NAVD 88     -       100.870  (meters)     330.94   (feet)  ADJUSTED  
 DH2172  ___________________________________________________________________
 DH2172  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 DH2172  DYNAMIC HT  -         100.762 (meters)     330.58  (feet)  COMP
 DH2172  MODELED GRAV-     979,566.3   (mgal)                       NAVD 88
 DH2172
 DH2172  VERT ORDER  -  SECOND    CLASS 0
 DH2172
 DH2172.The horizontal coordinates were scaled from a topographic map and have
 DH2172.an estimated accuracy of +/- 6 seconds.
 DH2172
 DH2172.The orthometric height was determined by differential leveling
 DH2172.and adjusted by the National Geodetic Survey in June 1991..
 DH2172
 DH2172.The geoid height was determined by GEOID03.
 DH2172
 DH2172.The dynamic height is computed by dividing the NAVD 88
 DH2172.geopotential number by the normal gravity value computed on the
 DH2172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2172.degrees latitude (g = 980.6199 gals.).
 DH2172
 DH2172.The modeled gravity was interpolated from observed gravity values.
 DH2172
 DH2172;                    North         East    Units  Estimated Accuracy
 DH2172;SPC AL W     -   385,580.      587,760.      MT  (+/- 180 meters Scaled)
 DH2172
 DH2172                          SUPERSEDED SURVEY CONTROL
 DH2172
 DH2172  NGVD 29 (??/??/92)  100.843  (m)          330.85   (f) ADJ UNCH    2 0
 DH2172
 DH2172.Superseded values are not recommended for survey control.
 DH2172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2172.See file dsdata.txt to determine how the superseded data were derived.
 DH2172
 DH2172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC413044(NAD 83)
 DH2172_MARKER: DB = BENCH MARK DISK
 DH2172_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH2172_SP_SET: CULVERT
 DH2172_STAMPING: A 201 1946
 DH2172_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2172
 DH2172  HISTORY     - Date     Condition        Report By
 DH2172  HISTORY     - 1946     MONUMENTED       CGS
 DH2172  HISTORY     - 20050517 MARK NOT FOUND   ALHD
 DH2172
 DH2172                          STATION DESCRIPTION
 DH2172
 DH2172'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2172'4.35 MI N FROM SAMANTHA.
 DH2172'ABOUT 4.35 MILES NORTH ALONG U. S. HIGHWAY 43 FROM THE SCHOOL AT
 DH2172'SAMANTHA, IN THE SOUTH END OF THE WEST HEADWALL OF A 3 FOOT CONCRETE
 DH2172'BOX CULVERT, 24 FEET WEST OF AND ABOUT 3 FEET LOWER THAN THE CENTER
 DH2172'LINE OF THE HIGHWAY, 6 INCHES NORTH OF THE SOUTH END OF THE HEAD WALL.
 DH2172
 DH2172                          STATION RECOVERY (2005)
 DH2172
 DH2172'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2172'HEADWALL HAS BEEN EXTENDED VERTICALLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0365 ***********************************************************************
 DJ0365  DESIGNATION -  A 202
 DJ0365  PID         -  DJ0365
 DJ0365  STATE/COUNTY-  AL/PICKENS
 DJ0365  USGS QUAD   -  DANCY (1982)
 DJ0365
 DJ0365                         *CURRENT SURVEY CONTROL
 DJ0365  ___________________________________________________________________
 DJ0365* NAD 83(1986)-  33 03 40.     (N)    088 15 32.     (W)     SCALED    
 DJ0365* NAVD 88     -        47.717  (meters)     156.55   (feet)  ADJUSTED  
 DJ0365  ___________________________________________________________________
 DJ0365  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DJ0365  DYNAMIC HT  -          47.664 (meters)     156.38  (feet)  COMP
 DJ0365  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 DJ0365
 DJ0365  VERT ORDER  -  SECOND    CLASS 0
 DJ0365
 DJ0365.The horizontal coordinates were scaled from a topographic map and have
 DJ0365.an estimated accuracy of +/- 6 seconds.
 DJ0365
 DJ0365.The orthometric height was determined by differential leveling
 DJ0365.and adjusted by the National Geodetic Survey in June 1991..
 DJ0365
 DJ0365.The geoid height was determined by GEOID03.
 DJ0365
 DJ0365.The dynamic height is computed by dividing the NAVD 88
 DJ0365.geopotential number by the normal gravity value computed on the
 DJ0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0365.degrees latitude (g = 980.6199 gals.).
 DJ0365
 DJ0365.The modeled gravity was interpolated from observed gravity values.
 DJ0365
 DJ0365;                    North         East    Units  Estimated Accuracy
 DJ0365;SPC AL W     -   339,650.      529,130.      MT  (+/- 180 meters Scaled)
 DJ0365
 DJ0365                          SUPERSEDED SURVEY CONTROL
 DJ0365
 DJ0365  NGVD 29 (??/??/92)   47.680  (m)          156.43   (f) ADJ UNCH    2 0
 DJ0365
 DJ0365.Superseded values are not recommended for survey control.
 DJ0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0365.See file dsdata.txt to determine how the superseded data were derived.
 DJ0365
 DJ0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB824587(NAD 83)
 DJ0365_MARKER: DB = BENCH MARK DISK
 DJ0365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0365_SP_SET: CULVERT
 DJ0365_STAMPING: A 202 1946
 DJ0365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0365
 DJ0365  HISTORY     - Date     Condition        Report By
 DJ0365  HISTORY     - 1946     MONUMENTED       CGS
 DJ0365  HISTORY     - 20050802 GOOD             ALDOT
 DJ0365
 DJ0365                          STATION DESCRIPTION
 DJ0365
 DJ0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0365'0.4 MI SW FROM COCHRANE.
 DJ0365'0.4 MILE SOUTHWEST ALONG STATE HIGHWAY 17 FROM THE ALABAMA, TENNESSEE
 DJ0365'AND NORTHERN RAILROAD STATION AT COCHRANE, PICKENS COUNTY, 1.1 MILES
 DJ0365'NORTHEAST OF THE JUNCTION OF STATE HIGHWAY 71, AT A TWIN 6-BY 6-FOOT
 DJ0365'CONCRETE-BOX CULVERT, IN THE TOP OF THE SOUTHEAST HEAD WALL, 6 INCHES
 DJ0365'NORTHEAST OF THE SOUTHWEST END, 26 FEET SOUTHEAST OF THE CENTER LINE
 DJ0365'OF THE HIGHWAY, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD
 DJ0365'DISK, STAMPED A 202 1946.
 DJ0365
 DJ0365                          STATION RECOVERY (2005)
 DJ0365
 DJ0365'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DJ0365'MARK IS 1.4 FEET SOUTHEAST OF A METAL WITNESS POST, REST OF
 DJ0365'DESCRIPTION IS OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0122 ***********************************************************************
 CO0122  DESIGNATION -  A 203
 CO0122  PID         -  CO0122
 CO0122  STATE/COUNTY-  AL/SUMTER
 CO0122  USGS QUAD   -  GEIGER (1973)
 CO0122
 CO0122                         *CURRENT SURVEY CONTROL
 CO0122  ___________________________________________________________________
 CO0122* NAD 83(1986)-  32 49 50.     (N)    088 20 32.     (W)     SCALED    
 CO0122* NAVD 88     -        55.752  (meters)     182.91   (feet)  ADJUSTED  
 CO0122  ___________________________________________________________________
 CO0122  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CO0122  DYNAMIC HT  -          55.689 (meters)     182.71  (feet)  COMP
 CO0122  MODELED GRAV-     979,507.8   (mgal)                       NAVD 88
 CO0122
 CO0122  VERT ORDER  -  SECOND    CLASS 0
 CO0122
 CO0122.The horizontal coordinates were scaled from a topographic map and have
 CO0122.an estimated accuracy of +/- 6 seconds.
 CO0122
 CO0122.The orthometric height was determined by differential leveling
 CO0122.and adjusted by the National Geodetic Survey in June 1991..
 CO0122
 CO0122.The geoid height was determined by GEOID03.
 CO0122
 CO0122.The dynamic height is computed by dividing the NAVD 88
 CO0122.geopotential number by the normal gravity value computed on the
 CO0122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0122.degrees latitude (g = 980.6199 gals.).
 CO0122
 CO0122.The modeled gravity was interpolated from observed gravity values.
 CO0122
 CO0122;                    North         East    Units  Estimated Accuracy
 CO0122;SPC AL W     -   314,140.      521,150.      MT  (+/- 180 meters Scaled)
 CO0122
 CO0122                          SUPERSEDED SURVEY CONTROL
 CO0122
 CO0122  NGVD 29 (??/??/92)   55.721  (m)          182.81   (f) ADJ UNCH    2 0
 CO0122
 CO0122.Superseded values are not recommended for survey control.
 CO0122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0122.See file dsdata.txt to determine how the superseded data were derived.
 CO0122
 CO0122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB743333(NAD 83)
 CO0122_MARKER: DB = BENCH MARK DISK
 CO0122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0122_STAMPING: A 203 1946
 CO0122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0122+STABILITY: SURFACE MOTION
 CO0122
 CO0122  HISTORY     - Date     Condition        Report By
 CO0122  HISTORY     - 1946     MONUMENTED       CGS
 CO0122  HISTORY     - 20050420 MARK NOT FOUND   ALHD
 CO0122
 CO0122                          STATION DESCRIPTION
 CO0122
 CO0122'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0122'4.45 MI SW FROM GEIGER.
 CO0122'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT GEIGER BY GOING SOUTH
 CO0122'2.5 MILES ALONG STATE HIGHWAY 17, THENCE WEST 1.95 MILES ALONG A DIRT
 CO0122'ROAD.  0.55 MILE WEST OF A SIDE ROAD LEADING SOUTH, 2.15 MILES EAST OF
 CO0122'A CHURCH, 29 FEET SOUTH OF AND ABOUT 6-INCHES ABOVE THE CENTER OF THE
 CO0122'ROAD, 17 FEET WEST OF THE FENCE CORNER, 1 FOOT NORTH OF A FENCE, AND 2
 CO0122'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A
 CO0122'203 1946, AND SET IN THE TOP OF A CONCRETE POST.
 CO0122
 CO0122                          STATION RECOVERY (2005)
 CO0122
 CO0122'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 CO0122'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0174 ***********************************************************************
 CO0174  DESIGNATION -  A 204
 CO0174  PID         -  CO0174
 CO0174  STATE/COUNTY-  AL/GREENE
 CO0174  USGS QUAD   -  WEST GREENE (1970)
 CO0174
 CO0174                         *CURRENT SURVEY CONTROL
 CO0174  ___________________________________________________________________
 CO0174* NAD 83(1986)-  32 57 53.     (N)    088 01 05.     (W)     SCALED    
 CO0174* NAVD 88     -        74.766  (meters)     245.29   (feet)  ADJUSTED  
 CO0174  ___________________________________________________________________
 CO0174  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CO0174  DYNAMIC HT  -          74.682 (meters)     245.02  (feet)  COMP
 CO0174  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 CO0174
 CO0174  VERT ORDER  -  SECOND    CLASS 0
 CO0174
 CO0174.The horizontal coordinates were scaled from a topographic map and have
 CO0174.an estimated accuracy of +/- 6 seconds.
 CO0174
 CO0174.The orthometric height was determined by differential leveling
 CO0174.and adjusted by the National Geodetic Survey in June 1991..
 CO0174
 CO0174.The geoid height was determined by GEOID03.
 CO0174
 CO0174.The dynamic height is computed by dividing the NAVD 88
 CO0174.geopotential number by the normal gravity value computed on the
 CO0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0174.degrees latitude (g = 980.6199 gals.).
 CO0174
 CO0174.The modeled gravity was interpolated from observed gravity values.
 CO0174
 CO0174;                    North         East    Units  Estimated Accuracy
 CO0174;SPC AL W     -   328,820.      551,570.      MT  (+/- 180 meters Scaled)
 CO0174
 CO0174                          SUPERSEDED SURVEY CONTROL
 CO0174
 CO0174  NGVD 29 (??/??/92)   74.732  (m)          245.18   (f) ADJ UNCH    2 0
 CO0174
 CO0174.Superseded values are not recommended for survey control.
 CO0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0174.See file dsdata.txt to determine how the superseded data were derived.
 CO0174
 CO0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB048478(NAD 83)
 CO0174_MARKER: DB = BENCH MARK DISK
 CO0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0174_STAMPING: A 204 1946
 CO0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0174+STABILITY: SURFACE MOTION
 CO0174
 CO0174  HISTORY     - Date     Condition        Report By
 CO0174  HISTORY     - 1946     MONUMENTED       CGS
 CO0174
 CO0174                          STATION DESCRIPTION
 CO0174
 CO0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0174'3.9 MI NW FROM CLINTON.
 CO0174'ABOUT 3.9 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 CO0174'AT CLINTON, AT A FIELD ROAD CROSSING LEADING NORTHEAST TO A FIELD AND
 CO0174'SOUTHWEST TO A SMALL TENANT HOUSE, 208 FEET SOUTHEAST OF A LARGE
 CO0174'SYCAMORE TREE STANDING ABOUT 50 YARDS SOUTHWEST OF THE HIGHWAY IN A
 CO0174'FIELD, 147 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 45
 CO0174'FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY,
 CO0174'38 FEET NORTHWEST OF THE CENTER LINE OF THE FIELD ROAD LEADING
 CO0174'SOUTHWEST, 2 FEET NORTHWEST OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0092 ***********************************************************************
 CO0092  DESIGNATION -  A 205
 CO0092  PID         -  CO0092
 CO0092  STATE/COUNTY-  AL/SUMTER
 CO0092  USGS QUAD   -  BOYD (1987)
 CO0092
 CO0092                         *CURRENT SURVEY CONTROL
 CO0092  ___________________________________________________________________
 CO0092* NAD 83(1986)-  32 32 31.     (N)    088 17 58.     (W)     SCALED    
 CO0092* NAVD 88     -        58.589  (meters)     192.22   (feet)  ADJUSTED  
 CO0092  ___________________________________________________________________
 CO0092  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CO0092  DYNAMIC HT  -          58.521 (meters)     192.00  (feet)  COMP
 CO0092  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 CO0092
 CO0092  VERT ORDER  -  SECOND    CLASS 0
 CO0092
 CO0092.The horizontal coordinates were scaled from a topographic map and have
 CO0092.an estimated accuracy of +/- 6 seconds.
 CO0092
 CO0092.The orthometric height was determined by differential leveling
 CO0092.and adjusted by the National Geodetic Survey in June 1991..
 CO0092
 CO0092.The geoid height was determined by GEOID03.
 CO0092
 CO0092.The dynamic height is computed by dividing the NAVD 88
 CO0092.geopotential number by the normal gravity value computed on the
 CO0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0092.degrees latitude (g = 980.6199 gals.).
 CO0092
 CO0092.The modeled gravity was interpolated from observed gravity values.
 CO0092
 CO0092;                    North         East    Units  Estimated Accuracy
 CO0092;SPC AL W     -   282,100.      524,910.      MT  (+/- 180 meters Scaled)
 CO0092
 CO0092                          SUPERSEDED SURVEY CONTROL
 CO0092
 CO0092  NGVD 29 (??/??/92)   58.557  (m)          192.12   (f) ADJ UNCH    2 0
 CO0092
 CO0092.Superseded values are not recommended for survey control.
 CO0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0092.See file dsdata.txt to determine how the superseded data were derived.
 CO0092
 CO0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB779012(NAD 83)
 CO0092_MARKER: DB = BENCH MARK DISK
 CO0092_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0092_SP_SET: CULVERT
 CO0092_STAMPING: A 205 1946
 CO0092_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0092
 CO0092  HISTORY     - Date     Condition        Report By
 CO0092  HISTORY     - 1946     MONUMENTED       CGS
 CO0092
 CO0092                          STATION DESCRIPTION
 CO0092
 CO0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0092'3.85 MI N FROM YORK.
 CO0092'3.85 MILES NORTH ALONG HIGHWAY 17 FROM THE POST OFFICE AT YORK, IN THE
 CO0092'TOP OF THE NORTH END OF THE EAST HEADWALL OF A 10-FOOT CONCRETE
 CO0092'CULVERT, 20 FEET EAST OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE
 CO0092'OF THE HIGHWAY, AND ABOUT 0.9 MILE SOUTH OF THE JUNCTION WITH A ROAD
 CO0092'LEADING WEST TO MILLVILLE.  A STANDARD DISK, STAMPED A 205 1946 AND
 CO0092'SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0971 ***********************************************************************
 EF0971  DESIGNATION -  A 206
 EF0971  PID         -  EF0971
 EF0971  STATE/COUNTY-  AL/MARION
 EF0971  USGS QUAD   -  HAMILTON SW (1982)
 EF0971
 EF0971                         *CURRENT SURVEY CONTROL
 EF0971  ___________________________________________________________________
 EF0971* NAD 83(1986)-  34 01 09.     (N)    087 56 16.     (W)     SCALED    
 EF0971* NAVD 88     -       179.714  (meters)     589.61   (feet)  ADJUSTED  
 EF0971  ___________________________________________________________________
 EF0971  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EF0971  DYNAMIC HT  -         179.529 (meters)     589.00  (feet)  COMP
 EF0971  MODELED GRAV-     979,601.3   (mgal)                       NAVD 88
 EF0971
 EF0971  VERT ORDER  -  SECOND    CLASS 0
 EF0971
 EF0971.The horizontal coordinates were scaled from a topographic map and have
 EF0971.an estimated accuracy of +/- 6 seconds.
 EF0971
 EF0971.The orthometric height was determined by differential leveling
 EF0971.and adjusted by the National Geodetic Survey in June 1991..
 EF0971
 EF0971.The geoid height was determined by GEOID03.
 EF0971
 EF0971.The dynamic height is computed by dividing the NAVD 88
 EF0971.geopotential number by the normal gravity value computed on the
 EF0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0971.degrees latitude (g = 980.6199 gals.).
 EF0971
 EF0971.The modeled gravity was interpolated from observed gravity values.
 EF0971
 EF0971;                    North         East    Units  Estimated Accuracy
 EF0971;SPC AL W     -   445,730.      559,570.      MT  (+/- 180 meters Scaled)
 EF0971
 EF0971                          SUPERSEDED SURVEY CONTROL
 EF0971
 EF0971  NGVD 29 (??/??/92)  179.660  (m)          589.43   (f) ADJ UNCH    2 0
 EF0971
 EF0971.Superseded values are not recommended for survey control.
 EF0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0971.See file dsdata.txt to determine how the superseded data were derived.
 EF0971
 EF0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC134646(NAD 83)
 EF0971_MARKER: DB = BENCH MARK DISK
 EF0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0971_STAMPING: A 206 1946
 EF0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0971+STABILITY: SURFACE MOTION
 EF0971
 EF0971  HISTORY     - Date     Condition        Report By
 EF0971  HISTORY     - 1946     MONUMENTED       CGS
 EF0971  HISTORY     - 20050223 MARK NOT FOUND   ALHD
 EF0971
 EF0971                          STATION DESCRIPTION
 EF0971
 EF0971'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EF0971'4.2 MI NW FROM GUIN.
 EF0971'ABOUT 4.2 MILES NORTHWEST ALONG U.S. HIGHWAY 78 FROM THE ST. LOUIS -
 EF0971'SAN FRANCISCO RAILWAY STATION AT GUIN, AT A TRAIL LEADING TO A SPRING,
 EF0971'37 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET NORTH OF THE
 EF0971'CENTER LINE OF THE SMALL TRAIL, 4 FEET NORTH OF AN 18 INCH TRIANGULAR
 EF0971'BLAZED TREE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 EF0971'PROJECTING ABOUT 4 INCHES.
 EF0971
 EF0971                          STATION RECOVERY (2005)
 EF0971
 EF0971'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0971'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2026 ***********************************************************************
 DH2026  DESIGNATION -  A 207
 DH2026  PID         -  DH2026
 DH2026  STATE/COUNTY-  AL/PICKENS
 DH2026  USGS QUAD   -  KIRK (1970)
 DH2026
 DH2026                         *CURRENT SURVEY CONTROL
 DH2026  ___________________________________________________________________
 DH2026* NAD 83(1986)-  33 12 51.     (N)    087 54 10.     (W)     SCALED    
 DH2026* NAVD 88     -        81.382  (meters)     267.00   (feet)  ADJUSTED  
 DH2026  ___________________________________________________________________
 DH2026  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DH2026  DYNAMIC HT  -          81.292 (meters)     266.71  (feet)  COMP
 DH2026  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 DH2026
 DH2026  VERT ORDER  -  SECOND    CLASS 0
 DH2026
 DH2026.The horizontal coordinates were scaled from a topographic map and have
 DH2026.an estimated accuracy of +/- 6 seconds.
 DH2026
 DH2026.The orthometric height was determined by differential leveling
 DH2026.and adjusted by the National Geodetic Survey in June 1991..
 DH2026
 DH2026.The geoid height was determined by GEOID03.
 DH2026
 DH2026.The dynamic height is computed by dividing the NAVD 88
 DH2026.geopotential number by the normal gravity value computed on the
 DH2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2026.degrees latitude (g = 980.6199 gals.).
 DH2026
 DH2026.The modeled gravity was interpolated from observed gravity values.
 DH2026
 DH2026;                    North         East    Units  Estimated Accuracy
 DH2026;SPC AL W     -   356,440.      562,450.      MT  (+/- 180 meters Scaled)
 DH2026
 DH2026                          SUPERSEDED SURVEY CONTROL
 DH2026
 DH2026  NGVD 29 (??/??/92)   81.330  (m)          266.83   (f) ADJ UNCH    2 0
 DH2026
 DH2026.Superseded values are not recommended for survey control.
 DH2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2026.See file dsdata.txt to determine how the superseded data were derived.
 DH2026
 DH2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB158753(NAD 83)
 DH2026_MARKER: DB = BENCH MARK DISK
 DH2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2026_STAMPING: A 207 1946
 DH2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2026+STABILITY: SURFACE MOTION
 DH2026
 DH2026  HISTORY     - Date     Condition        Report By
 DH2026  HISTORY     - 1946     MONUMENTED       CGS
 DH2026  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2026
 DH2026                          STATION DESCRIPTION
 DH2026
 DH2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2026'2.4 MI S FROM KIRK.
 DH2026'ABOUT 2.4 MILES SOUTH ALONG A GRAVEL ROAD BETWEEN KIRK AND BENEVOLA
 DH2026'FROM THE CROSS ROADS AT KIRK, AT THE L.E. WOODS FARM, ABOUT 85 YARDS
 DH2026'NORTH OF THE FARM HOUSE, OPPOSITE THE JUNCTION OF A FARM ROAD LEADING
 DH2026'WEST FROM THE MAIN ROAD, 12 FEET SOUTHEAST OF THE EAST END OF A
 DH2026'16-INCH PIPE CULVERT, 28 FEET EAST OF THE CENTER LINE OF THE ROAD, 167
 DH2026'FEET NORTH-NORTHEAST OF A R.E.A. POWER LINE POLE, IN THE WEST EDGE OF
 DH2026'A CULTIVATED FIELD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST AND
 DH2026'ABOUT 2 1/2 FEET HIGHER THAN ROAD LEVEL.
 DH2026
 DH2026                          STATION RECOVERY (1966)
 DH2026
 DH2026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH2026'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2004 ***********************************************************************
 DH2004  DESIGNATION -  A 208
 DH2004  PID         -  DH2004
 DH2004  STATE/COUNTY-  AL/TUSCALOOSA
 DH2004  USGS QUAD   -  ROMULUS (1981)
 DH2004
 DH2004                         *CURRENT SURVEY CONTROL
 DH2004  ___________________________________________________________________
 DH2004* NAD 83(1986)-  33 14 31.     (N)    087 47 48.     (W)     SCALED    
 DH2004* NAVD 88     -        70.370  (meters)     230.87   (feet)  ADJUSTED  
 DH2004  ___________________________________________________________________
 DH2004  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH2004  DYNAMIC HT  -          70.293 (meters)     230.62  (feet)  COMP
 DH2004  MODELED GRAV-     979,540.8   (mgal)                       NAVD 88
 DH2004
 DH2004  VERT ORDER  -  SECOND    CLASS 0
 DH2004
 DH2004.The horizontal coordinates were scaled from a topographic map and have
 DH2004.an estimated accuracy of +/- 6 seconds.
 DH2004
 DH2004.The orthometric height was determined by differential leveling
 DH2004.and adjusted by the National Geodetic Survey in June 1991..
 DH2004
 DH2004.The geoid height was determined by GEOID03.
 DH2004
 DH2004.The dynamic height is computed by dividing the NAVD 88
 DH2004.geopotential number by the normal gravity value computed on the
 DH2004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2004.degrees latitude (g = 980.6199 gals.).
 DH2004
 DH2004.The modeled gravity was interpolated from observed gravity values.
 DH2004
 DH2004;                    North         East    Units  Estimated Accuracy
 DH2004;SPC AL W     -   359,480.      572,350.      MT  (+/- 180 meters Scaled)
 DH2004
 DH2004                          SUPERSEDED SURVEY CONTROL
 DH2004
 DH2004  NGVD 29 (??/??/92)   70.311  (m)          230.68   (f) ADJ UNCH    2 0
 DH2004
 DH2004.Superseded values are not recommended for survey control.
 DH2004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2004.See file dsdata.txt to determine how the superseded data were derived.
 DH2004
 DH2004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB257783(NAD 83)
 DH2004_MARKER: DB = BENCH MARK DISK
 DH2004_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2004_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2004_STAMPING: A 208 1946
 DH2004_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2004+STABILITY: SURFACE MOTION
 DH2004
 DH2004  HISTORY     - Date     Condition        Report By
 DH2004  HISTORY     - 1946     MONUMENTED       CGS
 DH2004  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2004
 DH2004                          STATION DESCRIPTION
 DH2004
 DH2004'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2004'1.05 MI S FROM ELROD.
 DH2004'ABOUT 1.05 MILE SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL HOUSE AT
 DH2004'ELROD, IN THE NORTHEAST CORNER OF THE YARD AT THE R.G. SHIRLEY FARM
 DH2004'HOUSE, 72 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 20 FEET
 DH2004'WEST OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST OF A POWER LINE
 DH2004'POLE, 9 FEET SOUTHEAST OF A CORNER FENCE POST, 2 FEET EAST OF A WHITE
 DH2004'WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.
 DH2004
 DH2004                          STATION RECOVERY (1966)
 DH2004
 DH2004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH2004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1975 ***********************************************************************
 DH1975  DESIGNATION -  A 209
 DH1975  PID         -  DH1975
 DH1975  STATE/COUNTY-  AL/TUSCALOOSA
 DH1975  USGS QUAD   -  COKER (1978)
 DH1975
 DH1975                         *CURRENT SURVEY CONTROL
 DH1975  ___________________________________________________________________
 DH1975* NAD 83(1986)-  33 14 11.     (N)    087 41 26.     (W)     SCALED    
 DH1975* NAVD 88     -        60.447  (meters)     198.32   (feet)  ADJUSTED  
 DH1975  ___________________________________________________________________
 DH1975  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DH1975  DYNAMIC HT  -          60.381 (meters)     198.10  (feet)  COMP
 DH1975  MODELED GRAV-     979,554.8   (mgal)                       NAVD 88
 DH1975
 DH1975  VERT ORDER  -  SECOND    CLASS 0
 DH1975
 DH1975.The horizontal coordinates were scaled from a topographic map and have
 DH1975.an estimated accuracy of +/- 6 seconds.
 DH1975
 DH1975.The orthometric height was determined by differential leveling
 DH1975.and adjusted by the National Geodetic Survey in June 1991..
 DH1975
 DH1975.The geoid height was determined by GEOID03.
 DH1975
 DH1975.The dynamic height is computed by dividing the NAVD 88
 DH1975.geopotential number by the normal gravity value computed on the
 DH1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1975.degrees latitude (g = 980.6199 gals.).
 DH1975
 DH1975.The modeled gravity was interpolated from observed gravity values.
 DH1975
 DH1975;                    North         East    Units  Estimated Accuracy
 DH1975;SPC AL W     -   358,840.      582,240.      MT  (+/- 180 meters Scaled)
 DH1975
 DH1975                          SUPERSEDED SURVEY CONTROL
 DH1975
 DH1975  NGVD 29 (??/??/92)   60.396  (m)          198.15   (f) ADJ UNCH    2 0
 DH1975
 DH1975.Superseded values are not recommended for survey control.
 DH1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1975.See file dsdata.txt to determine how the superseded data were derived.
 DH1975
 DH1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB356777(NAD 83)
 DH1975_MARKER: DB = BENCH MARK DISK
 DH1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1975_STAMPING: A 209 1946
 DH1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1975+STABILITY: SURFACE MOTION
 DH1975
 DH1975  HISTORY     - Date     Condition        Report By
 DH1975  HISTORY     - 1946     MONUMENTED       CGS
 DH1975
 DH1975                          STATION DESCRIPTION
 DH1975
 DH1975'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1975'0.85 MI SW FROM COKER.
 DH1975'ABOUT 0.85 MILE SOUTHWEST ALONG THE ROMULUS-COKER ROAD FROM THE POST
 DH1975'OFFICE AT COKER, AT THE COKER CEMETERY, IN THE NORTHEAST CORNER OF THE
 DH1975'CEMETERY, 45 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVEWAY INTO
 DH1975'THE CEMETERY, 25 FEET SOUTHWEST OF THE CENTER LINE OF A ROAD LEADING
 DH1975'WEST FROM THE MAIN ROAD, 25 FEET EAST OF A SMALL CEDAR TREE ON THE
 DH1975'NORTH SIDE OF THE DRIVEWAY, 152 FEET EAST OF ZACHARIS AND MARY SNYDER
 DH1975'TOMBSTONE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST AND ABOUT
 DH1975'LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0758 ***********************************************************************
 CM0758  DESIGNATION -  A 21
 CM0758  PID         -  CM0758
 CM0758  STATE/COUNTY-  AL/RUSSELL
 CM0758  USGS QUAD   -  HATCHECHUBBEE (1985)
 CM0758
 CM0758                         *CURRENT SURVEY CONTROL
 CM0758  ___________________________________________________________________
 CM0758* NAD 83(1986)-  32 16 13.     (N)    085 16 32.     (W)     SCALED    
 CM0758* NAVD 88     -        97.217  (meters)     318.95   (feet)  ADJUSTED  
 CM0758  ___________________________________________________________________
 CM0758  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 CM0758  DYNAMIC HT  -          97.105 (meters)     318.59  (feet)  COMP
 CM0758  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CM0758
 CM0758  VERT ORDER  -  SECOND    CLASS 0
 CM0758
 CM0758.The horizontal coordinates were scaled from a topographic map and have
 CM0758.an estimated accuracy of +/- 6 seconds.
 CM0758
 CM0758.The orthometric height was determined by differential leveling
 CM0758.and adjusted by the National Geodetic Survey in June 1991..
 CM0758
 CM0758.The geoid height was determined by GEOID03.
 CM0758
 CM0758.The dynamic height is computed by dividing the NAVD 88
 CM0758.geopotential number by the normal gravity value computed on the
 CM0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0758.degrees latitude (g = 980.6199 gals.).
 CM0758
 CM0758.The modeled gravity was interpolated from observed gravity values.
 CM0758
 CM0758;                    North         East    Units  Estimated Accuracy
 CM0758;SPC AL E     -   196,410.      252,550.      MT  (+/- 180 meters Scaled)
 CM0758
 CM0758                          SUPERSEDED SURVEY CONTROL
 CM0758
 CM0758  NGVD 29 (??/??/92)   97.229  (m)          318.99   (f) ADJ UNCH    2 0
 CM0758
 CM0758.Superseded values are not recommended for survey control.
 CM0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0758.See file dsdata.txt to determine how the superseded data were derived.
 CM0758
 CM0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA624717(NAD 83)
 CM0758_MARKER: DB = BENCH MARK DISK
 CM0758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0758_SP_SET: CONCRETE BASE
 CM0758_STAMPING: A 21 1934
 CM0758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0758
 CM0758  HISTORY     - Date     Condition        Report By
 CM0758  HISTORY     - 1934     MONUMENTED       CGS
 CM0758  HISTORY     - 1952     GOOD             NGS
 CM0758
 CM0758                          STATION DESCRIPTION
 CM0758
 CM0758'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0758'AT HATCHECHUBBEE.
 CM0758'AT HATCHECHUBBEE, ALONG THE CENTRAL OF GEORGIA RAILWAY, AT A
 CM0758'GRAVEL ROAD CROSSING, SET IN THE TOP OF THE NORTHEAST CORNER OF
 CM0758'CONCRETE BASE OF AN ABANDONED MAIL CRANE, 7 1/2 FEET NORTH OF
 CM0758'NORTH RAIL OF MAIN TRACK, 77 FEET WEST OF CENTER LINE OF ROAD, 131
 CM0758'FEET NORTHEAST AND ACROSS TRACK FROM NORTHEAST CORNER OF STATION,
 CM0758'1 FOOT SOUTH OF A FENCE LINE, 6 FEET SOUTH OF SOUTH RAIL OF A
 CM0758'SPUR TRACK TO A LUMBER YARD, ABOUT LEVEL WITH TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0097 ***********************************************************************
 CO0097  DESIGNATION -  A 210
 CO0097  PID         -  CO0097
 CO0097  STATE/COUNTY-  AL/SUMTER
 CO0097  USGS QUAD   -  LIVINGSTON (1986)
 CO0097
 CO0097                         *CURRENT SURVEY CONTROL
 CO0097  ___________________________________________________________________
 CO0097* NAD 83(1986)-  32 37 13.     (N)    088 11 42.     (W)     SCALED    
 CO0097* NAVD 88     -        60.237  (meters)     197.63   (feet)  ADJUSTED  
 CO0097  ___________________________________________________________________
 CO0097  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CO0097  DYNAMIC HT  -          60.168 (meters)     197.40  (feet)  COMP
 CO0097  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CO0097
 CO0097  VERT ORDER  -  SECOND    CLASS 0
 CO0097
 CO0097.The horizontal coordinates were scaled from a topographic map and have
 CO0097.an estimated accuracy of +/- 6 seconds.
 CO0097
 CO0097.The orthometric height was determined by differential leveling
 CO0097.and adjusted by the National Geodetic Survey in June 1991..
 CO0097
 CO0097.The geoid height was determined by GEOID03.
 CO0097
 CO0097.The dynamic height is computed by dividing the NAVD 88
 CO0097.geopotential number by the normal gravity value computed on the
 CO0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0097.degrees latitude (g = 980.6199 gals.).
 CO0097
 CO0097.The modeled gravity was interpolated from observed gravity values.
 CO0097
 CO0097;                    North         East    Units  Estimated Accuracy
 CO0097;SPC AL W     -   290,720.      534,780.      MT  (+/- 180 meters Scaled)
 CO0097
 CO0097                          SUPERSEDED SURVEY CONTROL
 CO0097
 CO0097  NGVD 29 (??/??/92)   60.207  (m)          197.53   (f) ADJ UNCH    2 0
 CO0097
 CO0097.Superseded values are not recommended for survey control.
 CO0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0097.See file dsdata.txt to determine how the superseded data were derived.
 CO0097
 CO0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB878098(NAD 83)
 CO0097_MARKER: DB = BENCH MARK DISK
 CO0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0097_STAMPING: A 210 1946
 CO0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0097+STABILITY: SURFACE MOTION
 CO0097
 CO0097  HISTORY     - Date     Condition        Report By
 CO0097  HISTORY     - 1946     MONUMENTED       CGS
 CO0097
 CO0097                          STATION DESCRIPTION
 CO0097
 CO0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0097'3.1 MI NW FROM LIVINGSTON.
 CO0097'2.2 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE COURT HOUSE AT
 CO0097'LIVINGSTON, THENCE 0.9 MILE WEST ALONG THE LIVINGSTON-BOYD ROAD, 285
 CO0097'FEET SOUTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST FROM THE
 CO0097'MAIN ROAD, 113 FEET WEST OF THE CENTER OF A JUNCTION WITH A ROAD
 CO0097'LEADING NORTHEAST TO A FARM HOUSE ON TOP OF A HILL, 39 FEET SOUTHWEST
 CO0097'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE MAIN ROAD, 13 FEET WEST
 CO0097'OF TELEPHONE POLE NUMBER 10 1/2, AND 2 FEET SOUTHEAST OF A WHITE
 CO0097'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED A 210 1946 AND SET IN
 CO0097'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0533 ***********************************************************************
 DJ0533  DESIGNATION -  A 212
 DJ0533  PID         -  DJ0533
 DJ0533  STATE/COUNTY-  AL/PICKENS
 DJ0533  USGS QUAD   -  REFORM (1985)
 DJ0533
 DJ0533                         *CURRENT SURVEY CONTROL
 DJ0533  ___________________________________________________________________
 DJ0533* NAD 83(1986)-  33 23 21.     (N)    088 04 02.     (W)     SCALED    
 DJ0533* NAVD 88     -        90.366  (meters)     296.48   (feet)  ADJUSTED  
 DJ0533  ___________________________________________________________________
 DJ0533  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0533  DYNAMIC HT  -          90.269 (meters)     296.16  (feet)  COMP
 DJ0533  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 DJ0533
 DJ0533  VERT ORDER  -  SECOND    CLASS 0
 DJ0533
 DJ0533.The horizontal coordinates were scaled from a topographic map and have
 DJ0533.an estimated accuracy of +/- 6 seconds.
 DJ0533
 DJ0533.The orthometric height was determined by differential leveling
 DJ0533.and adjusted by the National Geodetic Survey in June 1991..
 DJ0533
 DJ0533.The geoid height was determined by GEOID03.
 DJ0533
 DJ0533.The dynamic height is computed by dividing the NAVD 88
 DJ0533.geopotential number by the normal gravity value computed on the
 DJ0533.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0533.degrees latitude (g = 980.6199 gals.).
 DJ0533
 DJ0533.The modeled gravity was interpolated from observed gravity values.
 DJ0533
 DJ0533;                    North         East    Units  Estimated Accuracy
 DJ0533;SPC AL W     -   375,920.      547,230.      MT  (+/- 180 meters Scaled)
 DJ0533
 DJ0533                          SUPERSEDED SURVEY CONTROL
 DJ0533
 DJ0533  NGVD 29 (??/??/92)   90.328  (m)          296.35   (f) ADJ UNCH    2 0
 DJ0533
 DJ0533.Superseded values are not recommended for survey control.
 DJ0533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0533.See file dsdata.txt to determine how the superseded data were derived.
 DJ0533
 DJ0533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB007949(NAD 83)
 DJ0533_MARKER: DB = BENCH MARK DISK
 DJ0533_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0533_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0533_STAMPING: A 212 1946
 DJ0533_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0533+STABILITY: SURFACE MOTION
 DJ0533
 DJ0533  HISTORY     - Date     Condition        Report By
 DJ0533  HISTORY     - 1946     MONUMENTED       CGS
 DJ0533
 DJ0533                          STATION DESCRIPTION
 DJ0533
 DJ0533'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0533'1.4 MI SE FROM COAL FIRE.
 DJ0533'1.4 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 DJ0533'WAITING SHED AT COAL FIRE, PICKENS COUNTY, 28 RAILS WEST OF MILEPOST
 DJ0533'40, NEAR THE MIDDLE OF A LONG SOUTHEAST-TO-EAST CURVE, AT A
 DJ0533'PRIVATE-ROAD CROSSING, 32 FEET NORTHEAST OF THE NORTHEAST RAIL, 29
 DJ0533'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 22 FEET WEST OF A POLE,
 DJ0533'AND 2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 DJ0533'STAMPED A 212 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DJ0533'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1397 ***********************************************************************
 DH1397  DESIGNATION -  A 213
 DH1397  PID         -  DH1397
 DH1397  STATE/COUNTY-  AL/CULLMAN
 DH1397  USGS QUAD   -  ARKADELPHIA (1978)
 DH1397
 DH1397                         *CURRENT SURVEY CONTROL
 DH1397  ___________________________________________________________________
 DH1397* NAD 83(1986)-  33 53 40.     (N)    086 58 39.     (W)     SCALED    
 DH1397* NAVD 88     -        92.279  (meters)     302.75   (feet)  ADJUSTED  
 DH1397  ___________________________________________________________________
 DH1397  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DH1397  DYNAMIC HT  -          92.184 (meters)     302.44  (feet)  COMP
 DH1397  MODELED GRAV-     979,598.9   (mgal)                       NAVD 88
 DH1397
 DH1397  VERT ORDER  -  SECOND    CLASS 0
 DH1397
 DH1397.The horizontal coordinates were scaled from a topographic map and have
 DH1397.an estimated accuracy of +/- 6 seconds.
 DH1397
 DH1397.The orthometric height was determined by differential leveling
 DH1397.and adjusted by the National Geodetic Survey in June 1991..
 DH1397
 DH1397.The geoid height was determined by GEOID03.
 DH1397
 DH1397.The dynamic height is computed by dividing the NAVD 88
 DH1397.geopotential number by the normal gravity value computed on the
 DH1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1397.degrees latitude (g = 980.6199 gals.).
 DH1397
 DH1397.The modeled gravity was interpolated from observed gravity values.
 DH1397
 DH1397;                    North         East    Units  Estimated Accuracy
 DH1397;SPC AL W     -   431,930.      648,330.      MT  (+/- 180 meters Scaled)
 DH1397
 DH1397                          SUPERSEDED SURVEY CONTROL
 DH1397
 DH1397  NGVD 29 (??/??/92)   92.253  (m)          302.67   (f) ADJ UNCH    2 0
 DH1397
 DH1397.Superseded values are not recommended for survey control.
 DH1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1397.See file dsdata.txt to determine how the superseded data were derived.
 DH1397
 DH1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC020504(NAD 83)
 DH1397_MARKER: DB = BENCH MARK DISK
 DH1397_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1397_SP_SET: BRIDGE ABUTMENT
 DH1397_STAMPING: A 213 1946
 DH1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH1397+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2006
 DH1397
 DH1397  HISTORY     - Date     Condition        Report By
 DH1397  HISTORY     - 1946     MONUMENTED       CGS
 DH1397  HISTORY     - 20060421 GOOD             GEOCAC
 DH1397
 DH1397                          STATION DESCRIPTION
 DH1397
 DH1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1397'1.1 MI SW FROM ARKADELPHIA.
 DH1397'ABOUT 1.1 MILES SOUTHWEST ALONG THE ARKADELPHIA-JASPER ROAD FROM THE
 DH1397'POST OFFICE AT ARKADELPHIA, SET IN THE TOP OF THE NORTHWEST END OF THE
 DH1397'SOUTHWEST CONCRETE ABUTMENT OF A STEEL TRUSS BRIDGE OVER DORSEY CREEK,
 DH1397'8 FEET NORTHWEST OF AND ABOUT 0.3 FOOT BELOW THE CENTER LINE OF THE
 DH1397'ROAD.
 DH1397
 DH1397                          STATION RECOVERY (2006)
 DH1397
 DH1397'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 DH1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1402 ***********************************************************************
 DH1402  DESIGNATION -  A 214
 DH1402  PID         -  DH1402
 DH1402  STATE/COUNTY-  AL/JEFFERSON
 DH1402  USGS QUAD   -  WARRIOR (1986)
 DH1402
 DH1402                         *CURRENT SURVEY CONTROL
 DH1402  ___________________________________________________________________
 DH1402* NAD 83(1986)-  33 50 12.     (N)    086 48 51.     (W)     SCALED    
 DH1402* NAVD 88     -       142.839  (meters)     468.63   (feet)  ADJUSTED  
 DH1402  ___________________________________________________________________
 DH1402  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DH1402  DYNAMIC HT  -         142.688 (meters)     468.14  (feet)  COMP
 DH1402  MODELED GRAV-     979,577.3   (mgal)                       NAVD 88
 DH1402
 DH1402  VERT ORDER  -  FIRST     CLASS II
 DH1402
 DH1402.The horizontal coordinates were scaled from a topographic map and have
 DH1402.an estimated accuracy of +/- 6 seconds.
 DH1402
 DH1402.The orthometric height was determined by differential leveling
 DH1402.and adjusted by the National Geodetic Survey in June 1991..
 DH1402
 DH1402.The geoid height was determined by GEOID03.
 DH1402
 DH1402.The dynamic height is computed by dividing the NAVD 88
 DH1402.geopotential number by the normal gravity value computed on the
 DH1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1402.degrees latitude (g = 980.6199 gals.).
 DH1402
 DH1402.The modeled gravity was interpolated from observed gravity values.
 DH1402
 DH1402;                    North         East    Units  Estimated Accuracy
 DH1402;SPC AL W     -   425,610.      663,480.      MT  (+/- 180 meters Scaled)
 DH1402
 DH1402                          SUPERSEDED SURVEY CONTROL
 DH1402
 DH1402.No superseded survey control is available for this station.
 DH1402
 DH1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC171440(NAD 83)
 DH1402_MARKER: DB = BENCH MARK DISK
 DH1402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1402_SP_SET: CULVERT
 DH1402_STAMPING: A 214 1946
 DH1402_MARK LOGO: CGS   
 DH1402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1402
 DH1402  HISTORY     - Date     Condition        Report By
 DH1402  HISTORY     - 1946     MONUMENTED       CGS
 DH1402  HISTORY     - 1982     GOOD             NGS
 DH1402
 DH1402                          STATION DESCRIPTION
 DH1402
 DH1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1402'1.8 MI N FROM WARRIOR.
 DH1402'ABOUT 1.8 MILES NORTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1402'WARRIOR, ABOUT 0.4 MILE SOUTH OF THE JEFFERSON-BLOUNT COUNTY LINE,
 DH1402'ABOUT 50 YARDS NORTHEAST AND ACROSS THE HIGHWAY FROM A SMALL GARAGE,
 DH1402'46 YARDS SOUTH OF THE CENTER OF A DRIVE LEADING EAST TO A HOUSE ON TOP
 DH1402'OF A HILL, IN THE CENTER OF THE EAST HEAD WALL OF A 3 BY 4 FOOT
 DH1402'CONCRETE CULVERT, ABOUT 50 FEET NORTH OF THE NORTH END OF A CUT, 17.5
 DH1402'FEET EAST OF AND ABOUT 2.5 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 DH1402
 DH1402                          STATION RECOVERY (1982)
 DH1402
 DH1402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1392 ***********************************************************************
 DH1392  DESIGNATION -  A 215
 DH1392  PID         -  DH1392
 DH1392  STATE/COUNTY-  AL/CULLMAN
 DH1392  USGS QUAD   -  ARKADELPHIA (1978)
 DH1392
 DH1392                         *CURRENT SURVEY CONTROL
 DH1392  ___________________________________________________________________
 DH1392* NAD 83(1986)-  33 56 17.     (N)    086 53 20.     (W)     SCALED    
 DH1392* NAVD 88     -       108.702  (meters)     356.63   (feet)  ADJUSTED  
 DH1392  ___________________________________________________________________
 DH1392  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DH1392  DYNAMIC HT  -         108.590 (meters)     356.27  (feet)  COMP
 DH1392  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 DH1392
 DH1392  VERT ORDER  -  SECOND    CLASS 0
 DH1392
 DH1392.The horizontal coordinates were scaled from a topographic map and have
 DH1392.an estimated accuracy of +/- 6 seconds.
 DH1392
 DH1392.The orthometric height was determined by differential leveling
 DH1392.and adjusted by the National Geodetic Survey in June 1991..
 DH1392
 DH1392.The geoid height was determined by GEOID03.
 DH1392
 DH1392.The dynamic height is computed by dividing the NAVD 88
 DH1392.geopotential number by the normal gravity value computed on the
 DH1392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1392.degrees latitude (g = 980.6199 gals.).
 DH1392
 DH1392.The modeled gravity was interpolated from observed gravity values.
 DH1392
 DH1392;                    North         East    Units  Estimated Accuracy
 DH1392;SPC AL W     -   436,820.      656,500.      MT  (+/- 180 meters Scaled)
 DH1392
 DH1392                          SUPERSEDED SURVEY CONTROL
 DH1392
 DH1392  NGVD 29 (??/??/92)  108.675  (m)          356.54   (f) ADJ UNCH    2 0
 DH1392
 DH1392.Superseded values are not recommended for survey control.
 DH1392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1392.See file dsdata.txt to determine how the superseded data were derived.
 DH1392
 DH1392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC102552(NAD 83)
 DH1392_MARKER: DB = BENCH MARK DISK
 DH1392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1392_SP_SET: CULVERT
 DH1392_STAMPING: A 215 1946
 DH1392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1392
 DH1392  HISTORY     - Date     Condition        Report By
 DH1392  HISTORY     - 1946     MONUMENTED       CGS
 DH1392
 DH1392                          STATION DESCRIPTION
 DH1392
 DH1392'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1392'5.0 MI NE FROM ARKADELPHIA.
 DH1392'ABOUT 5.0 MILES NORTHEAST ALONG THE BLOUNT SPRINGS ROAD FROM THE POST
 DH1392'OFFICE ARKADELPHIA, 0.1 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 DH1392'LEADING NORTHWEST, SET IN THE TOP OF THE CENTER OF THE SOUTHEAST
 DH1392'CONCRETE HEAD WALL OF A 42-INCH PIPE CULVERT, 15 FEET SOUTHEAST OF AND
 DH1392'ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1539 ***********************************************************************
 DH1539  DESIGNATION -  A 216
 DH1539  PID         -  DH1539
 DH1539  STATE/COUNTY-  AL/WALKER
 DH1539  USGS QUAD   -  CORDOVA (1983)
 DH1539
 DH1539                         *CURRENT SURVEY CONTROL
 DH1539  ___________________________________________________________________
 DH1539* NAD 83(1986)-  33 48 10.     (N)    087 13 06.     (W)     SCALED    
 DH1539* NAVD 88     -       102.178  (meters)     335.23   (feet)  ADJUSTED  
 DH1539  ___________________________________________________________________
 DH1539  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 DH1539  DYNAMIC HT  -         102.073 (meters)     334.88  (feet)  COMP
 DH1539  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 DH1539
 DH1539  VERT ORDER  -  SECOND    CLASS 0
 DH1539
 DH1539.The horizontal coordinates were scaled from a topographic map and have
 DH1539.an estimated accuracy of +/- 6 seconds.
 DH1539
 DH1539.The orthometric height was determined by differential leveling
 DH1539.and adjusted by the National Geodetic Survey in June 1991..
 DH1539
 DH1539.The geoid height was determined by GEOID03.
 DH1539
 DH1539.The dynamic height is computed by dividing the NAVD 88
 DH1539.geopotential number by the normal gravity value computed on the
 DH1539.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1539.degrees latitude (g = 980.6199 gals.).
 DH1539
 DH1539.The modeled gravity was interpolated from observed gravity values.
 DH1539
 DH1539;                    North         East    Units  Estimated Accuracy
 DH1539;SPC AL W     -   421,680.      626,080.      MT  (+/- 180 meters Scaled)
 DH1539
 DH1539                          SUPERSEDED SURVEY CONTROL
 DH1539
 DH1539  NGVD 29 (??/??/92)  102.157  (m)          335.16   (f) ADJ UNCH    2 0
 DH1539
 DH1539.Superseded values are not recommended for survey control.
 DH1539.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1539.See file dsdata.txt to determine how the superseded data were derived.
 DH1539
 DH1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC797403(NAD 83)
 DH1539_MARKER: DB = BENCH MARK DISK
 DH1539_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1539_SP_SET: CULVERT
 DH1539_STAMPING: A 216 1947
 DH1539_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1539
 DH1539  HISTORY     - Date     Condition        Report By
 DH1539  HISTORY     - 1947     MONUMENTED       CGS
 DH1539
 DH1539                          STATION DESCRIPTION
 DH1539
 DH1539'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1539'3.8 MI NW FROM CORDOVA.
 DH1539'ABOUT 3.8 MILES NORTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO
 DH1539'RAILROAD FROM THE STATION AT CORDOVA, ABOUT 150 YARDS NORTHWEST OF
 DH1539'SEMAPHORE NO. 697.9 AND MILE POST 698, SET IN THE TOP OF THE NORTHWEST
 DH1539'END OF THE NORTHEAST HEAD WALL OF A 14 FOOT CONCRETE CULVERT OVER A
 DH1539'SMALL CREEK AND DIM ROAD, 13 FEET NORTHEAST OF AND ABOUT 2.5 FEET
 DH1539'BELOW THE NORTHEAST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0392 ***********************************************************************
 DJ0392  DESIGNATION -  A 217
 DJ0392  PID         -  DJ0392
 DJ0392  STATE/COUNTY-  AL/PICKENS
 DJ0392  USGS QUAD   -  CARROLLTON (1985)
 DJ0392
 DJ0392                         *CURRENT SURVEY CONTROL
 DJ0392  ___________________________________________________________________
 DJ0392* NAD 83(1986)-  33 21 49.     (N)    088 01 16.     (W)     SCALED    
 DJ0392* NAVD 88     -        75.970  (meters)     249.24   (feet)  ADJUSTED  
 DJ0392  ___________________________________________________________________
 DJ0392  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DJ0392  DYNAMIC HT  -          75.888 (meters)     248.98  (feet)  COMP
 DJ0392  MODELED GRAV-     979,559.3   (mgal)                       NAVD 88
 DJ0392
 DJ0392  VERT ORDER  -  SECOND    CLASS 0
 DJ0392
 DJ0392.The horizontal coordinates were scaled from a topographic map and have
 DJ0392.an estimated accuracy of +/- 6 seconds.
 DJ0392
 DJ0392.The orthometric height was determined by differential leveling
 DJ0392.and adjusted by the National Geodetic Survey in June 1991..
 DJ0392
 DJ0392.The geoid height was determined by GEOID03.
 DJ0392
 DJ0392.The dynamic height is computed by dividing the NAVD 88
 DJ0392.geopotential number by the normal gravity value computed on the
 DJ0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0392.degrees latitude (g = 980.6199 gals.).
 DJ0392
 DJ0392.The modeled gravity was interpolated from observed gravity values.
 DJ0392
 DJ0392;                    North         East    Units  Estimated Accuracy
 DJ0392;SPC AL W     -   373,060.      551,500.      MT  (+/- 180 meters Scaled)
 DJ0392
 DJ0392                          SUPERSEDED SURVEY CONTROL
 DJ0392
 DJ0392  NGVD 29 (??/??/92)   75.927  (m)          249.10   (f) ADJ UNCH    2 0
 DJ0392
 DJ0392.Superseded values are not recommended for survey control.
 DJ0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0392.See file dsdata.txt to determine how the superseded data were derived.
 DJ0392
 DJ0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB050920(NAD 83)
 DJ0392_MARKER: DB = BENCH MARK DISK
 DJ0392_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0392_SP_SET: CULVERT
 DJ0392_STAMPING: A 217 1946
 DJ0392_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0392
 DJ0392  HISTORY     - Date     Condition        Report By
 DJ0392  HISTORY     - 1946     MONUMENTED       CGS
 DJ0392
 DJ0392                          STATION DESCRIPTION
 DJ0392
 DJ0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0392'1.2 MI S FROM REFORM.
 DJ0392'1.2 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE GULF, MOBILE AND OHIO
 DJ0392'RAILROAD STATION AT REFORM, PICKENS COUNTY, 0.3 MILE NORTH OF THE
 DJ0392'JUNCTION OF A ROAD LEADING EAST TO A SOUTHERN NATURAL GAS CO. BOOSTER
 DJ0392'STATION, AT A 16-FOOT CONCRETE-BOX CULVERT, IN THE TOP OF THE SOUTH
 DJ0392'END OF THE EAST HEAD WALL, 15.3 FEET EAST OF THE CENTER LINE OF THE
 DJ0392'HIGHWAY, 2.1 FEET EAST OF A GUARDRAIL FENCE, AND LEVEL WITH THE
 DJ0392'HIGHWAY.  A STANDARD DISK, STAMPED A 217 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0919 ***********************************************************************
 DH0919  DESIGNATION -  A 218
 DH0919  PID         -  DH0919
 DH0919  STATE/COUNTY-  AL/SHELBY
 DH0919  USGS QUAD   -  CHELSEA (1978)
 DH0919
 DH0919                         *CURRENT SURVEY CONTROL
 DH0919  ___________________________________________________________________
 DH0919* NAD 83(1986)-  33 21 00.     (N)    086 39 22.     (W)     SCALED    
 DH0919* NAVD 88     -       164.387  (meters)     539.33   (feet)  ADJUSTED  
 DH0919  ___________________________________________________________________
 DH0919  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0919  DYNAMIC HT  -         164.205 (meters)     538.73  (feet)  COMP
 DH0919  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 DH0919
 DH0919  VERT ORDER  -  SECOND    CLASS 0
 DH0919
 DH0919.The horizontal coordinates were scaled from a topographic map and have
 DH0919.an estimated accuracy of +/- 6 seconds.
 DH0919
 DH0919.The orthometric height was determined by differential leveling
 DH0919.and adjusted by the National Geodetic Survey in June 1991..
 DH0919
 DH0919.The geoid height was determined by GEOID03.
 DH0919
 DH0919.The dynamic height is computed by dividing the NAVD 88
 DH0919.geopotential number by the normal gravity value computed on the
 DH0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0919.degrees latitude (g = 980.6199 gals.).
 DH0919
 DH0919.The modeled gravity was interpolated from observed gravity values.
 DH0919
 DH0919;                    North         East    Units  Estimated Accuracy
 DH0919;SPC AL W     -   371,750.      678,550.      MT  (+/- 180 meters Scaled)
 DH0919
 DH0919                          SUPERSEDED SURVEY CONTROL
 DH0919
 DH0919  NGVD 29 (??/??/92)  164.320  (m)          539.11   (f) ADJ UNCH    2 0
 DH0919
 DH0919.Superseded values are not recommended for survey control.
 DH0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0919.See file dsdata.txt to determine how the superseded data were derived.
 DH0919
 DH0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB319901(NAD 83)
 DH0919_MARKER: DB = BENCH MARK DISK
 DH0919_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0919_SP_SET: BRIDGE ABUTMENT
 DH0919_STAMPING: A 218 1947
 DH0919_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0919_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH0919+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2003
 DH0919
 DH0919  HISTORY     - Date     Condition        Report By
 DH0919  HISTORY     - 1947     MONUMENTED       CGS
 DH0919  HISTORY     - 20030309 GOOD             GEOCAC
 DH0919
 DH0919                          STATION DESCRIPTION
 DH0919
 DH0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0919'1.9 MI W FROM CHELSEA.
 DH0919'ABOUT 1.9 MILES WEST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 DH0919'FROM THE STATION AT CHELSEA, ABOUT 0.15 MILE SOUTHWEST OF THE OVER
 DH0919'PASS OF STATE HIGHWAY 91 OVER THE RAILROAD, 20 YARDS WEST OF MILE POST
 DH0919'NJ 947, SET IN THE TOP OF THE SOUTH END OF THE BRIDGE SEAT OF THE EAST
 DH0919'CONCRETE ABUTMENT OF A 60 FOOT STEEL TRESTLE ACROSS A CREEK, 7.2 FEET
 DH0919'SOUTH OF THE SOUTH RAIL, 1.5 FEET SOUTH OF THE SOUTH EDGE OF THE STEEL
 DH0919'BEAM, AND 4 FEET BELOW THE TRACK.
 DH0919
 DH0919                          STATION RECOVERY (2003)
 DH0919
 DH0919'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0919'TO REACH THE MARK FROM PELHAM, TRAVEL EAST ON SHELBY COUNTY HWY 11 TO
 DH0919'OLD HWY 280. GO NORTH ON OLD HWY 280 FROM THE INTERSECTION OF SHELBY
 DH0919'COUNTY HWY 11 APPROXIMATELY .15 MILES TO AN OVERPASS OVER THE
 DH0919'RAILROAD.
 DH0919' 
 DH0919'THE MARK IS APPROXIMATELY .15 MILES SOUTHWEST OF THE OVERPASS OF OLD
 DH0919'HWY 280 OVER THE RAILROAD. THE MARK IS SET IN THE SOUTH END OF THE
 DH0919'BRIDGE SEAT OF THE EAST CONCRETE ABUTMENT OF A 60 FOOT STEEL TRESTLE
 DH0919'WHICH CROSSES A CREEK. THE MARK IS APPROXIMATELY 7.2 FEET SOUTH OF THE
 DH0919'SOUTH RAIL AND IS STILL ABOUT 4 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0957 ***********************************************************************
 DH0957  DESIGNATION -  A 219
 DH0957  PID         -  DH0957
 DH0957  STATE/COUNTY-  AL/JEFFERSON
 DH0957  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 DH0957
 DH0957                         *CURRENT SURVEY CONTROL
 DH0957  ___________________________________________________________________
 DH0957* NAD 83(1986)-  33 23 24.     (N)    086 47 47.     (W)     SCALED    
 DH0957* NAVD 88     -       175.065  (meters)     574.36   (feet)  ADJUSTED  
 DH0957  ___________________________________________________________________
 DH0957  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0957  DYNAMIC HT  -         174.871 (meters)     573.72  (feet)  COMP
 DH0957  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 DH0957
 DH0957  VERT ORDER  -  SECOND    CLASS 0
 DH0957
 DH0957.The horizontal coordinates were scaled from a topographic map and have
 DH0957.an estimated accuracy of +/- 6 seconds.
 DH0957
 DH0957.The orthometric height was determined by differential leveling
 DH0957.and adjusted by the National Geodetic Survey in June 1991..
 DH0957
 DH0957.The geoid height was determined by GEOID03.
 DH0957
 DH0957.The dynamic height is computed by dividing the NAVD 88
 DH0957.geopotential number by the normal gravity value computed on the
 DH0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0957.degrees latitude (g = 980.6199 gals.).
 DH0957
 DH0957.The modeled gravity was interpolated from observed gravity values.
 DH0957
 DH0957;                    North         East    Units  Estimated Accuracy
 DH0957;SPC AL W     -   376,090.      665,460.      MT  (+/- 180 meters Scaled)
 DH0957
 DH0957                          SUPERSEDED SURVEY CONTROL
 DH0957
 DH0957  NGVD 29 (??/??/92)  175.018  (m)          574.20   (f) ADJ UNCH    2 0
 DH0957
 DH0957.Superseded values are not recommended for survey control.
 DH0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0957.See file dsdata.txt to determine how the superseded data were derived.
 DH0957
 DH0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB189945(NAD 83)
 DH0957_MARKER: DB = BENCH MARK DISK
 DH0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0957_SP_SET: CULVERT
 DH0957_STAMPING: A 219 1947
 DH0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0957
 DH0957  HISTORY     - Date     Condition        Report By
 DH0957  HISTORY     - 1947     MONUMENTED       CGS
 DH0957
 DH0957                          STATION DESCRIPTION
 DH0957
 DH0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0957'8.6 MI N FROM PELHAM.
 DH0957'ABOUT 8.6 MILES NORTH ALONG U. S. HIGHWAY 31 FROM THE HIGH SCHOOL AT
 DH0957'PELHAM, 90 YARDS NORTH OF THE JUNCTION OF A ROAD LEADING SOUTHEAST AT
 DH0957'MATTHEWS GROCERY AND HARDWARE STORE, ABOUT 0.3 MILE SOUTH OF A CROSS
 DH0957'ROAD AND PAYTON CHAPEL SCHOOL, SET IN THE TOP OF THE SOUTH END OF THE
 DH0957'EAST HEAD WALL OF A 3 FOOT CONCRETE CULVERT, 22 FEET EAST OF AND ABOUT
 DH0957'5 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1282 ***********************************************************************
 DH1282  DESIGNATION -  A 220
 DH1282  PID         -  DH1282
 DH1282  STATE/COUNTY-  AL/BLOUNT
 DH1282  USGS QUAD   -  CLEVELAND (1978)
 DH1282
 DH1282                         *CURRENT SURVEY CONTROL
 DH1282  ___________________________________________________________________
 DH1282* NAD 83(1986)-  33 59 09.     (N)    086 30 33.     (W)     SCALED    
 DH1282* NAVD 88     -       192.476  (meters)     631.48   (feet)  ADJUSTED  
 DH1282  ___________________________________________________________________
 DH1282  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH1282  DYNAMIC HT  -         192.268 (meters)     630.80  (feet)  COMP
 DH1282  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 DH1282
 DH1282  VERT ORDER  -  SECOND    CLASS 0
 DH1282
 DH1282.The horizontal coordinates were scaled from a topographic map and have
 DH1282.an estimated accuracy of +/- 6 seconds.
 DH1282
 DH1282.The orthometric height was determined by differential leveling
 DH1282.and adjusted by the National Geodetic Survey in June 1991..
 DH1282
 DH1282.The geoid height was determined by GEOID03.
 DH1282
 DH1282.The dynamic height is computed by dividing the NAVD 88
 DH1282.geopotential number by the normal gravity value computed on the
 DH1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1282.degrees latitude (g = 980.6199 gals.).
 DH1282
 DH1282.The modeled gravity was interpolated from observed gravity values.
 DH1282
 DH1282;                    North         East    Units  Estimated Accuracy
 DH1282;SPC AL W     -   442,390.      691,550.      MT  (+/- 180 meters Scaled)
 DH1282
 DH1282                          SUPERSEDED SURVEY CONTROL
 DH1282
 DH1282  NGVD 29 (??/??/92)  192.429  (m)          631.33   (f) ADJ UNCH    2 0
 DH1282
 DH1282.Superseded values are not recommended for survey control.
 DH1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1282.See file dsdata.txt to determine how the superseded data were derived.
 DH1282
 DH1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC453606(NAD 83)
 DH1282_MARKER: DB = BENCH MARK DISK
 DH1282_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1282_SP_SET: BRIDGE
 DH1282_STAMPING: A 220 1947
 DH1282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH1282+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 DH1282
 DH1282  HISTORY     - Date     Condition        Report By
 DH1282  HISTORY     - 1947     MONUMENTED       CGS
 DH1282  HISTORY     - 20050521 GOOD             GEOCAC
 DH1282  HISTORY     - 20060617 MARK NOT FOUND   GEOCAC
 DH1282
 DH1282                          STATION DESCRIPTION
 DH1282
 DH1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1282'4.1 MI E FROM CLEVELAND.
 DH1282'ABOUT 4.1 MILES EAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 DH1282'CLEVELAND, ABOUT 3.6 MILES NORTHWEST OF THE POSTOFFICE AT ONEONTA,
 DH1282'ABOUT 0.4 MILE SOUTHEAST OF THE ROSA METHODIST CHURCH, SET IN THE TOP
 DH1282'OF THE NORTHWEST END OF THE SOUTHWEST RAIL FOOTING OF A 250-FOOT
 DH1282'CONCRETE BRIDGE ACROSS CALVERT PRONG, 15 FEET SOUTHWEST AND ABOUT 0.7
 DH1282'FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
 DH1282
 DH1282                          STATION RECOVERY (2005)
 DH1282
 DH1282'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 DH1282'RECOVERED IN GOOD CONDITION.
 DH1282
 DH1282                          STATION RECOVERY (2006)
 DH1282
 DH1282'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 DH1282'A NEW BRIDGE WAS BUILT AND THE OLD BRIDGE WAS USED AS THE BRIDGE WAS
 DH1282'CONSTRUCTED. WHEN THE
 DH1282'NEW BRIDGE WAS COMPLETED THE OLD BRIDGE WAS TORN DOWN. I HAVE PHOTOS
 DH1282'SHOWING THE PROCESS
 DH1282'OF THE BRIDGE BEING TAKEN DOWN. AS OF THIS DATE, THERE ARE NO PORTIONS
 DH1282'OF THE BRIDGE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0492 ***********************************************************************
 EF0492  DESIGNATION -  A 221
 EF0492  PID         -  EF0492
 EF0492  STATE/COUNTY-  AL/BLOUNT
 EF0492  USGS QUAD   -  GARDEN CITY (1993)
 EF0492
 EF0492                         *CURRENT SURVEY CONTROL
 EF0492  ___________________________________________________________________
 EF0492* NAD 83(1986)-  34 02 37.     (N)    086 40 33.     (W)     SCALED    
 EF0492* NAVD 88     -       243.056  (meters)     797.43   (feet)  ADJUSTED  
 EF0492  ___________________________________________________________________
 EF0492  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 EF0492  DYNAMIC HT  -         242.803 (meters)     796.60  (feet)  COMP
 EF0492  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 EF0492
 EF0492  VERT ORDER  -  SECOND    CLASS 0
 EF0492
 EF0492.The horizontal coordinates were scaled from a topographic map and have
 EF0492.an estimated accuracy of +/- 6 seconds.
 EF0492
 EF0492.The orthometric height was determined by differential leveling
 EF0492.and adjusted by the National Geodetic Survey in June 1991..
 EF0492
 EF0492.The geoid height was determined by GEOID03.
 EF0492
 EF0492.The dynamic height is computed by dividing the NAVD 88
 EF0492.geopotential number by the normal gravity value computed on the
 EF0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0492.degrees latitude (g = 980.6199 gals.).
 EF0492
 EF0492.The modeled gravity was interpolated from observed gravity values.
 EF0492
 EF0492;                    North         East    Units  Estimated Accuracy
 EF0492;SPC AL W     -   448,660.      676,100.      MT  (+/- 180 meters Scaled)
 EF0492
 EF0492                          SUPERSEDED SURVEY CONTROL
 EF0492
 EF0492  NGVD 29 (??/??/92)  243.009  (m)          797.27   (f) ADJ UNCH    2 0
 EF0492
 EF0492.Superseded values are not recommended for survey control.
 EF0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0492.See file dsdata.txt to determine how the superseded data were derived.
 EF0492
 EF0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC299670(NAD 83)
 EF0492_MARKER: DB = BENCH MARK DISK
 EF0492_SETTING: 80 = SET IN A BOULDER
 EF0492_SP_SET: ROCK LEDGE
 EF0492_STAMPING: A 221 1947
 EF0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0492+STABILITY: SURFACE MOTION
 EF0492_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0492+SATELLITE: SATELLITE OBSERVATIONS - July 09, 2004
 EF0492
 EF0492  HISTORY     - Date     Condition        Report By
 EF0492  HISTORY     - 1947     MONUMENTED       CGS
 EF0492  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0492  HISTORY     - 20040709 GOOD             GEOCAC
 EF0492  HISTORY     - 20040709 GOOD             GEOCAC
 EF0492
 EF0492                          STATION DESCRIPTION
 EF0492
 EF0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0492'5.2 MI E FROM HANCEVILLE.
 EF0492'ABOUT 5.2 MILES EAST ALONG THE BLOUNTSVILLE-HANCEVILLE ROAD FROM THE
 EF0492'LOUISVILLE AND NASHVILLE RAILROAD STATION AT HANCEVILLE, ABOUT 0.35
 EF0492'MILE WEST OF THE Y JUNCTION OF A ROAD LEADING SOUTHWEST TO GARDEN
 EF0492'CITY, AT THE TOP OF A GRADE AND A DIM NORTHEAST-SOUTHWEST CROSSROAD
 EF0492'ALONG THE TOP OF RIDGE, 63 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 EF0492'ROAD, 17 FEET SOUTHEAST OF THE CENTER LINE OF THE DIM ROAD, SET IN THE
 EF0492'TOP OF THE HIGHEST POINT OF A LARGE ROCK LEDGE ABOUT 60 FEET LONG AND
 EF0492'ABOUT LEVEL WITH THE ROAD.
 EF0492
 EF0492                          STATION RECOVERY (1982)
 EF0492
 EF0492'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0492'MARK NOT FOUND.
 EF0492
 EF0492                          STATION RECOVERY (2004)
 EF0492
 EF0492'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 EF0492'ADDITION INFORMATION. APPROXIMATELY 18 FEET SOUTH OF A UTILITY POLE. A
 EF0492'BEARING OF
 EF0492' 
 EF0492' 
 EF0492'46  FROM THE EASTERN SIDE OF CHAIN LINK ENCLOSED TIN SHED. MARK IS
 EF0492'SCRUBBED
 EF0492' 
 EF0492' 
 EF0492'AND DIFFICULT TO READ THE COMPLETE DESIGNATION.
 EF0492
 EF0492                          STATION RECOVERY (2004)
 EF0492
 EF0492'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 EF0492'APROXIMATELY 18 FEET SOUTH OF A UTILITY POLE. A BEARING OF 46  FROM
 EF0492'THE EASTERN
 EF0492' 
 EF0492' 
 EF0492'SIDE OF A CHAIN LINK FENCE ENCLOSED TIN BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0503 ***********************************************************************
 EF0503  DESIGNATION -  A 223
 EF0503  PID         -  EF0503
 EF0503  STATE/COUNTY-  AL/BLOUNT
 EF0503  USGS QUAD   -  BLOUNTSVILLE (1986)
 EF0503
 EF0503                         *CURRENT SURVEY CONTROL
 EF0503  ___________________________________________________________________
 EF0503* NAD 83(1986)-  34 07 10.     (N)    086 33 04.     (W)     SCALED    
 EF0503* NAVD 88     -       230.767  (meters)     757.11   (feet)  ADJUSTED  
 EF0503  ___________________________________________________________________
 EF0503  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EF0503  DYNAMIC HT  -         230.522 (meters)     756.30  (feet)  COMP
 EF0503  MODELED GRAV-     979,572.3   (mgal)                       NAVD 88
 EF0503
 EF0503  VERT ORDER  -  SECOND    CLASS 0
 EF0503
 EF0503.The horizontal coordinates were scaled from a topographic map and have
 EF0503.an estimated accuracy of +/- 6 seconds.
 EF0503
 EF0503.The orthometric height was determined by differential leveling
 EF0503.and adjusted by the National Geodetic Survey in June 1991..
 EF0503
 EF0503.The geoid height was determined by GEOID03.
 EF0503
 EF0503.The dynamic height is computed by dividing the NAVD 88
 EF0503.geopotential number by the normal gravity value computed on the
 EF0503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0503.degrees latitude (g = 980.6199 gals.).
 EF0503
 EF0503.The modeled gravity was interpolated from observed gravity values.
 EF0503
 EF0503;                    North         East    Units  Estimated Accuracy
 EF0503;SPC AL W     -   457,170.      687,540.      MT  (+/- 180 meters Scaled)
 EF0503
 EF0503                          SUPERSEDED SURVEY CONTROL
 EF0503
 EF0503  NGVD 29 (??/??/92)  230.728  (m)          756.98   (f) ADJ UNCH    2 0
 EF0503
 EF0503.Superseded values are not recommended for survey control.
 EF0503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0503.See file dsdata.txt to determine how the superseded data were derived.
 EF0503
 EF0503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC413754(NAD 83)
 EF0503_MARKER: DB = BENCH MARK DISK
 EF0503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0503_SP_SET: CULVERT
 EF0503_STAMPING: A 223 1947
 EF0503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0503
 EF0503  HISTORY     - Date     Condition        Report By
 EF0503  HISTORY     - 1947     MONUMENTED       CGS
 EF0503  HISTORY     - 1949     MARK NOT FOUND   NGS
 EF0503
 EF0503                          STATION DESCRIPTION
 EF0503
 EF0503'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0503'3.55 MI NE FROM BLOUNTSVILLE.
 EF0503'ABOUT 3.55 MILES NORTHEAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE
 EF0503'AT BLOUNTSVILLE, ABOUT 0.65 MILE SOUTHWEST OF A CROSSROAD AND A SHELL
 EF0503'SERVICE STATION, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 EF0503'HEAD WALL OF AN 8-FOOT CONCRETE CULVERT, 16 FEET SOUTHEAST OF AND
 EF0503'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  NOTE-- CONCRETE WAS
 EF0503'POURED OVER THE OLD CULVERT WHEN THE ROAD WAS REBUILT.
 EF0503
 EF0503                          STATION RECOVERY (1949)
 EF0503
 EF0503'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 EF0503'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0243 ***********************************************************************
 EF0243  DESIGNATION -  A 224
 EF0243  PID         -  EF0243
 EF0243  STATE/COUNTY-  AL/MARSHALL
 EF0243  USGS QUAD   -  ARAB (1973)
 EF0243
 EF0243                         *CURRENT SURVEY CONTROL
 EF0243  ___________________________________________________________________
 EF0243* NAD 83(1986)-  34 16 52.     (N)    086 24 31.     (W)     SCALED    
 EF0243* NAVD 88     -       195.641  (meters)     641.87   (feet)  ADJUSTED  
 EF0243  ___________________________________________________________________
 EF0243  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EF0243  DYNAMIC HT  -         195.436 (meters)     641.19  (feet)  COMP
 EF0243  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 EF0243
 EF0243  VERT ORDER  -  SECOND    CLASS 0
 EF0243
 EF0243.The horizontal coordinates were scaled from a topographic map and have
 EF0243.an estimated accuracy of +/- 6 seconds.
 EF0243
 EF0243.The orthometric height was determined by differential leveling
 EF0243.and adjusted by the National Geodetic Survey in June 1991..
 EF0243
 EF0243.The geoid height was determined by GEOID03.
 EF0243
 EF0243.The dynamic height is computed by dividing the NAVD 88
 EF0243.geopotential number by the normal gravity value computed on the
 EF0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0243.degrees latitude (g = 980.6199 gals.).
 EF0243
 EF0243.The modeled gravity was interpolated from observed gravity values.
 EF0243
 EF0243;                    North         East    Units  Estimated Accuracy
 EF0243;SPC AL E     -   419,440.      147,030.      MT  (+/- 180 meters Scaled)
 EF0243
 EF0243                          SUPERSEDED SURVEY CONTROL
 EF0243
 EF0243  NGVD 29 (??/??/92)  195.609  (m)          641.76   (f) ADJ UNCH    2 0
 EF0243
 EF0243.Superseded values are not recommended for survey control.
 EF0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0243.See file dsdata.txt to determine how the superseded data were derived.
 EF0243
 EF0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC544934(NAD 83)
 EF0243_MARKER: DB = BENCH MARK DISK
 EF0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0243_STAMPING: A 224 1947
 EF0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0243+STABILITY: SURFACE MOTION
 EF0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0243+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 EF0243
 EF0243  HISTORY     - Date     Condition        Report By
 EF0243  HISTORY     - 1947     MONUMENTED       CGS
 EF0243  HISTORY     - 1949     GOOD             TVA
 EF0243  HISTORY     - 20040331 GOOD             ALHD
 EF0243
 EF0243                          STATION DESCRIPTION
 EF0243
 EF0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0243'1.65 MI NE FROM RED HILL.
 EF0243'ABOUT 1.65 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST
 EF0243'CHURCH AT RED HILL, AT A DIM CROSS ROAD, 225 FEET NORTHEAST OF THE
 EF0243'CENTER LINE OF THE CROSS ROAD, 27 FEET NORTHWEST OF THE CENTER LINE OF
 EF0243'THE MAIN ROAD, 101 FEET EAST OF THE EAST CORNER OF A HOUSE, 79 FEET
 EF0243'SOUTHEAST OF THE SOUTH CORNER OF A BARN, 55 FEET SOUTHWEST OF THE
 EF0243'SOUTHWEST ONE OF A GROUP OF CEDAR TREES IN THE FENCE LINE, 2.5 FEET
 EF0243'SOUTHEAST OF THE FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 EF0243'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 EF0243'PROJECTING 4 INCHES.  NOTE-- A STEEL POST WITH A MARKER WAS SET 1 FOOT
 EF0243'EAST OF THE STATION.
 EF0243
 EF0243                          STATION RECOVERY (1949)
 EF0243
 EF0243'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0243'RECOVERED IN GOOD CONDITION.
 EF0243
 EF0243                          STATION RECOVERY (2004)
 EF0243
 EF0243'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0297 ***********************************************************************
 EF0297  DESIGNATION -  A 225
 EF0297  PID         -  EF0297
 EF0297  STATE/COUNTY-  AL/MARSHALL
 EF0297  USGS QUAD   -  ARAB (1973)
 EF0297
 EF0297                         *CURRENT SURVEY CONTROL
 EF0297  ___________________________________________________________________
 EF0297* NAD 83(1986)-  34 16 07.     (N)    086 23 50.     (W)     SCALED    
 EF0297* NAVD 88     -       193.034  (meters)     633.31   (feet)  ADJUSTED  
 EF0297  ___________________________________________________________________
 EF0297  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EF0297  DYNAMIC HT  -         192.830 (meters)     632.64  (feet)  COMP
 EF0297  MODELED GRAV-     979,579.9   (mgal)                       NAVD 88
 EF0297
 EF0297  VERT ORDER  -  SECOND    CLASS 0
 EF0297
 EF0297.The horizontal coordinates were scaled from a topographic map and have
 EF0297.an estimated accuracy of +/- 6 seconds.
 EF0297
 EF0297.The orthometric height was determined by differential leveling
 EF0297.and adjusted by the National Geodetic Survey in June 1991..
 EF0297
 EF0297.The geoid height was determined by GEOID03.
 EF0297
 EF0297.The dynamic height is computed by dividing the NAVD 88
 EF0297.geopotential number by the normal gravity value computed on the
 EF0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0297.degrees latitude (g = 980.6199 gals.).
 EF0297
 EF0297.The modeled gravity was interpolated from observed gravity values.
 EF0297
 EF0297;                    North         East    Units  Estimated Accuracy
 EF0297;SPC AL E     -   418,040.      148,070.      MT  (+/- 180 meters Scaled)
 EF0297
 EF0297                          SUPERSEDED SURVEY CONTROL
 EF0297
 EF0297  NGVD 29 (??/??/92)  193.001  (m)          633.20   (f) ADJ UNCH    2 0
 EF0297
 EF0297.Superseded values are not recommended for survey control.
 EF0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0297.See file dsdata.txt to determine how the superseded data were derived.
 EF0297
 EF0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC554921(NAD 83)
 EF0297_MARKER: DB = BENCH MARK DISK
 EF0297_SETTING: 80 = SET IN A BOULDER
 EF0297_SP_SET: BOULDER
 EF0297_STAMPING: A 225 1947
 EF0297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0297+STABILITY: SURFACE MOTION
 EF0297
 EF0297  HISTORY     - Date     Condition        Report By
 EF0297  HISTORY     - 1947     MONUMENTED       CGS
 EF0297
 EF0297                          STATION DESCRIPTION
 EF0297
 EF0297'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0297'4.1 NW FROM BIG SPRINGS.
 EF0297'ABOUT 3.0 MILES NORTH ALONG A GRAVEL ROAD LEADING TO GUNTERSVILLE FROM
 EF0297'THE ROAD JUNCTION AT BIG SPRINGS, THENCE ABOUT 1.1 MILES NORTHWEST
 EF0297'ALONG A DIM ROAD LEADING OVER A MOUNTAIN (NO TRUCK TRAVEL). AT THE
 EF0297'FOOT OF THE MOUNTAIN RIDGE, 26 FEET NORTHEAST OF THE CENTER LINE OF
 EF0297'THE OLD ROAD, 194 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE,
 EF0297'IN THE TOP OF THE SOUTHWEST END OF A 25 BY 10 FOOT BOULDER AMIDST
 EF0297'OTHER ROCK OUTCROPS, AND ABOUT 3.5 FEET ABOVE THE ROAD. NOTE-- MARK
 EF0297'MAY BE REACHED FROM GUNTERSVILLE BY GOING ABOUT 7.15 MILES SOUTH ALONG
 EF0297'THE ROAD TO BIG SPRINGS FROM ITS JUNCTION WITH U. S. HIGHWAY 241,
 EF0297'THENCE ABOUT 1.1 MILES NORTHWEST ALONG A ROAD LEADING OVER A MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0175 ***********************************************************************
 DH0175  DESIGNATION -  A 226
 DH0175  PID         -  DH0175
 DH0175  STATE/COUNTY-  AL/BLOUNT
 DH0175  USGS QUAD   -  SPRINGVILLE (1978)
 DH0175
 DH0175                         *CURRENT SURVEY CONTROL
 DH0175  ___________________________________________________________________
 DH0175* NAD 83(1986)-  33 50 07.     (N)    086 28 22.     (W)     SCALED    
 DH0175* NAVD 88     -       338.645  (meters)    1111.04   (feet)  ADJUSTED  
 DH0175  ___________________________________________________________________
 DH0175  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH0175  DYNAMIC HT  -         338.270 (meters)    1109.81  (feet)  COMP
 DH0175  MODELED GRAV-     979,517.8   (mgal)                       NAVD 88
 DH0175
 DH0175  VERT ORDER  -  SECOND    CLASS 0
 DH0175
 DH0175.The horizontal coordinates were scaled from a topographic map and have
 DH0175.an estimated accuracy of +/- 6 seconds.
 DH0175
 DH0175.The orthometric height was determined by differential leveling
 DH0175.and adjusted by the National Geodetic Survey in June 1991..
 DH0175
 DH0175.The geoid height was determined by GEOID03.
 DH0175
 DH0175.The dynamic height is computed by dividing the NAVD 88
 DH0175.geopotential number by the normal gravity value computed on the
 DH0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0175.degrees latitude (g = 980.6199 gals.).
 DH0175
 DH0175.The modeled gravity was interpolated from observed gravity values.
 DH0175
 DH0175;                    North         East    Units  Estimated Accuracy
 DH0175;SPC AL W     -   425,720.      695,080.      MT  (+/- 180 meters Scaled)
 DH0175
 DH0175                          SUPERSEDED SURVEY CONTROL
 DH0175
 DH0175  NGVD 29 (??/??/92)  338.590  (m)         1110.86   (f) ADJ UNCH    2 0
 DH0175
 DH0175.Superseded values are not recommended for survey control.
 DH0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0175.See file dsdata.txt to determine how the superseded data were derived.
 DH0175
 DH0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC487440(NAD 83)
 DH0175_MARKER: DB = BENCH MARK DISK
 DH0175_SETTING: 66 = SET IN ROCK OUTCROP
 DH0175_SP_SET: ROCK OUTCROP
 DH0175_STAMPING: A 226 1947
 DH0175_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0175+STABILITY: POSITION/ELEVATION WELL
 DH0175
 DH0175  HISTORY     - Date     Condition        Report By
 DH0175  HISTORY     - 1947     MONUMENTED       CGS
 DH0175
 DH0175                          STATION DESCRIPTION
 DH0175
 DH0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0175'1.0 MI N FROM HOLLY SPRINGS.
 DH0175'ABOUT 1.0 MILE NORTH ALONG LAKE ROAD FROM THE CROSSROADS AT HOLLY
 DH0175'SPRINGS, ABOUT 120 YARDS NORTHEAST OF THE TOP OF A GRADE, 89 FEET EAST
 DH0175'OF THE EAST CORNER OF A FARM HOUSE, 39 FEET NORTHWEST OF THE CENTER
 DH0175'LINE OF THE ROAD, 30.5 FEET SOUTHEAST OF A POWER POLE, IN THE TOP OF
 DH0175'THE EAST CORNER OF A LARGE FLAT ROCK OUT CROP, AND ABOUT LEVEL WITH
 DH0175'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0363 ***********************************************************************
 EF0363  DESIGNATION -  A 227
 EF0363  PID         -  EF0363
 EF0363  STATE/COUNTY-  AL/BLOUNT
 EF0363  USGS QUAD   -  CLARENCE (1982)
 EF0363
 EF0363                         *CURRENT SURVEY CONTROL
 EF0363  ___________________________________________________________________
 EF0363* NAD 83(1986)-  34 04 01.     (N)    086 29 42.     (W)     SCALED    
 EF0363* NAVD 88     -       204.657  (meters)     671.45   (feet)  ADJUSTED  
 EF0363  ___________________________________________________________________
 EF0363  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EF0363  DYNAMIC HT  -         204.437 (meters)     670.72  (feet)  COMP
 EF0363  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 EF0363
 EF0363  VERT ORDER  -  SECOND    CLASS 0
 EF0363
 EF0363.The horizontal coordinates were scaled from a topographic map and have
 EF0363.an estimated accuracy of +/- 6 seconds.
 EF0363
 EF0363.The orthometric height was determined by differential leveling
 EF0363.and adjusted by the National Geodetic Survey in June 1991..
 EF0363
 EF0363.The geoid height was determined by GEOID03.
 EF0363
 EF0363.The dynamic height is computed by dividing the NAVD 88
 EF0363.geopotential number by the normal gravity value computed on the
 EF0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0363.degrees latitude (g = 980.6199 gals.).
 EF0363
 EF0363.The modeled gravity was interpolated from observed gravity values.
 EF0363
 EF0363;                    North         East    Units  Estimated Accuracy
 EF0363;SPC AL W     -   451,400.      692,770.      MT  (+/- 180 meters Scaled)
 EF0363
 EF0363                          SUPERSEDED SURVEY CONTROL
 EF0363
 EF0363  NGVD 29 (??/??/92)  204.620  (m)          671.32   (f) ADJ UNCH    2 0
 EF0363
 EF0363.Superseded values are not recommended for survey control.
 EF0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0363.See file dsdata.txt to determine how the superseded data were derived.
 EF0363
 EF0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC465696(NAD 83)
 EF0363_MARKER: DB = BENCH MARK DISK
 EF0363_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0363_SP_SET: BRIDGE ABUTMENT
 EF0363_STAMPING: A 227 1947
 EF0363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0363
 EF0363  HISTORY     - Date     Condition        Report By
 EF0363  HISTORY     - 1947     MONUMENTED       CGS
 EF0363
 EF0363                          STATION DESCRIPTION
 EF0363
 EF0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0363'0.55 MI SE FROM ROYAL.
 EF0363'ABOUT 0.55 MILE SOUTHEAST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY
 EF0363'32 FROM THE CROSSROADS AT ROYAL, ABOUT 0.25 MILE EAST OF THE SCHOOL AT
 EF0363'ROYAL, IN THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE STEEL
 EF0363'BRIDGE ACROSS LOCUST FORK, 7 FEET NORTH OF THE CENTER LINE OF THE
 EF0363'ROAD, 2.3 FEET SOUTH OF THE NORTH END OF THE ABUTMENT AND ABOUT LEVEL
 EF0363'WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0324 ***********************************************************************
 EF0324  DESIGNATION -  A 228
 EF0324  PID         -  EF0324
 EF0324  STATE/COUNTY-  AL/BLOUNT
 EF0324  USGS QUAD   -  BROOKSVILLE (1983)
 EF0324
 EF0324                         *CURRENT SURVEY CONTROL
 EF0324  ___________________________________________________________________
 EF0324* NAD 83(1986)-  34 09 35.     (N)    086 28 13.     (W)     SCALED    
 EF0324* NAVD 88     -       242.324  (meters)     795.02   (feet)  ADJUSTED  
 EF0324  ___________________________________________________________________
 EF0324  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EF0324  DYNAMIC HT  -         242.066 (meters)     794.18  (feet)  COMP
 EF0324  MODELED GRAV-     979,565.4   (mgal)                       NAVD 88
 EF0324
 EF0324  VERT ORDER  -  SECOND    CLASS 0
 EF0324
 EF0324.The horizontal coordinates were scaled from a topographic map and have
 EF0324.an estimated accuracy of +/- 6 seconds.
 EF0324
 EF0324.The orthometric height was determined by differential leveling
 EF0324.and adjusted by the National Geodetic Survey in June 1991..
 EF0324
 EF0324.The geoid height was determined by GEOID03.
 EF0324
 EF0324.The dynamic height is computed by dividing the NAVD 88
 EF0324.geopotential number by the normal gravity value computed on the
 EF0324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0324.degrees latitude (g = 980.6199 gals.).
 EF0324
 EF0324.The modeled gravity was interpolated from observed gravity values.
 EF0324
 EF0324;                    North         East    Units  Estimated Accuracy
 EF0324;SPC AL W     -   461,710.      694,950.      MT  (+/- 180 meters Scaled)
 EF0324
 EF0324                          SUPERSEDED SURVEY CONTROL
 EF0324
 EF0324  NGVD 29 (??/??/92)  242.284  (m)          794.89   (f) ADJ UNCH    2 0
 EF0324
 EF0324.Superseded values are not recommended for survey control.
 EF0324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0324.See file dsdata.txt to determine how the superseded data were derived.
 EF0324
 EF0324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC488799(NAD 83)
 EF0324_MARKER: DB = BENCH MARK DISK
 EF0324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0324_STAMPING: A 228 1947
 EF0324_PROJECTION: FLUSH
 EF0324_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF0324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0324+STABILITY: SURFACE MOTION
 EF0324_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0324+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1996
 EF0324
 EF0324  HISTORY     - Date     Condition        Report By
 EF0324  HISTORY     - 1947     MONUMENTED       CGS
 EF0324  HISTORY     - 19960501 GOOD             BROOKS
 EF0324
 EF0324                          STATION DESCRIPTION
 EF0324
 EF0324'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0324'0.35 MI SE FROM BROOKSVILLE.
 EF0324'ABOUT 0.35 MILE SOUTHEAST ALONG A ROAD LEADING TO STATE HIGHWAY 32
 EF0324'FROM THE CROSSROADS AT BROOKSVILLE, AT A CHURCH AND CEMETERY, ACROSS
 EF0324'THE ROAD FROM THE CEMETERY, 106 FEET NORTH OF THE CENTER LINE OF THE
 EF0324'ROAD, 70 FEET WEST OF THE NORTHWEST CORNER OF THE CHURCH BUILDING, 76
 EF0324'FEET NORTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING, 117
 EF0324'FEET NORTHEAST OF A POWER POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 EF0324'POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 EF0324'PROJECTING 3 INCHES.
 EF0324
 EF0324                          STATION RECOVERY (1996)
 EF0324
 EF0324'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (ST)
 EF0324'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0291 ***********************************************************************
 EF0291  DESIGNATION -  A 229
 EF0291  PID         -  EF0291
 EF0291  STATE/COUNTY-  AL/BLOUNT
 EF0291  USGS QUAD   -  CLARENCE (1982)
 EF0291
 EF0291                         *CURRENT SURVEY CONTROL
 EF0291  ___________________________________________________________________
 EF0291* NAD 83(1986)-  34 04 18.     (N)    086 25 37.     (W)     SCALED    
 EF0291* NAVD 88     -       238.632  (meters)     782.91   (feet)  ADJUSTED  
 EF0291  ___________________________________________________________________
 EF0291  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EF0291  DYNAMIC HT  -         238.374 (meters)     782.07  (feet)  COMP
 EF0291  MODELED GRAV-     979,550.0   (mgal)                       NAVD 88
 EF0291
 EF0291  VERT ORDER  -  SECOND    CLASS 0
 EF0291
 EF0291.The horizontal coordinates were scaled from a topographic map and have
 EF0291.an estimated accuracy of +/- 6 seconds.
 EF0291
 EF0291.The orthometric height was determined by differential leveling
 EF0291.and adjusted by the National Geodetic Survey in June 1991..
 EF0291
 EF0291.The geoid height was determined by GEOID03.
 EF0291
 EF0291.The dynamic height is computed by dividing the NAVD 88
 EF0291.geopotential number by the normal gravity value computed on the
 EF0291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0291.degrees latitude (g = 980.6199 gals.).
 EF0291
 EF0291.The modeled gravity was interpolated from observed gravity values.
 EF0291
 EF0291;                    North         East    Units  Estimated Accuracy
 EF0291;SPC AL W     -   451,990.      699,050.      MT  (+/- 180 meters Scaled)
 EF0291
 EF0291                          SUPERSEDED SURVEY CONTROL
 EF0291
 EF0291  NGVD 29 (??/??/92)  238.593  (m)          782.78   (f) ADJ UNCH    2 0
 EF0291
 EF0291.Superseded values are not recommended for survey control.
 EF0291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0291.See file dsdata.txt to determine how the superseded data were derived.
 EF0291
 EF0291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC528702(NAD 83)
 EF0291_MARKER: DB = BENCH MARK DISK
 EF0291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0291_STAMPING: A 229 1947
 EF0291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0291+STABILITY: SURFACE MOTION
 EF0291
 EF0291  HISTORY     - Date     Condition        Report By
 EF0291  HISTORY     - 1947     MONUMENTED       CGS
 EF0291
 EF0291                          STATION DESCRIPTION
 EF0291
 EF0291'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0291'10.05 MI NE FROM ONEONTA.
 EF0291'ABOUT 10.05 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE COURT
 EF0291'HOUSE AT ONEONTA, ABOUT 0.85 MILE NORTHEAST OF FRIDAYS CROSSING, ABOUT
 EF0291'0.85 MILE SOUTHWEST OF THE ROAD CROSSING AT CLARENCE, ABOUT 9.65 MILES
 EF0291'SOUTHWEST OF THE POST OFFICE AT DOUGLAS, MARSHALL COUNTY, 165 YARDS
 EF0291'SOUTHWEST OF A 3-FOOT CONCRETE CULVERT, 60 FEET SOUTHEAST OF THE
 EF0291'CENTER LINE OF THE HIGHWAY, 86 FEET NORTHWEST OF THE NORTH CORNER OF
 EF0291'THE PORCH OF A SMALL FARM HOUSE, 82.5 FEET NORTHEAST OF A POWER POLE,
 EF0291'3.5 FEET NORTHWEST OF A FENCE CORNER, 2 FEET NORTHEAST OF A WHITE
 EF0291'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 EF0291'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1642 ***********************************************************************
 DG1642  DESIGNATION -  A 23
 DG1642  PID         -  DG1642
 DG1642  STATE/COUNTY-  AL/RANDOLPH
 DG1642  USGS QUAD   -  WADLEY NORTH (1969)
 DG1642
 DG1642                         *CURRENT SURVEY CONTROL
 DG1642  ___________________________________________________________________
 DG1642* NAD 83(1986)-  33 10 07.     (N)    085 35 33.     (W)     SCALED    
 DG1642* NAVD 88     -       212.762  (meters)     698.04   (feet)  ADJUSTED  
 DG1642  ___________________________________________________________________
 DG1642  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DG1642  DYNAMIC HT  -         212.518 (meters)     697.24  (feet)  COMP
 DG1642  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 DG1642
 DG1642  VERT ORDER  -  SECOND    CLASS 0
 DG1642
 DG1642.The horizontal coordinates were scaled from a topographic map and have
 DG1642.an estimated accuracy of +/- 6 seconds.
 DG1642
 DG1642.The orthometric height was determined by differential leveling
 DG1642.and adjusted by the National Geodetic Survey in June 1991..
 DG1642
 DG1642.The geoid height was determined by GEOID03.
 DG1642
 DG1642.The dynamic height is computed by dividing the NAVD 88
 DG1642.geopotential number by the normal gravity value computed on the
 DG1642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1642.degrees latitude (g = 980.6199 gals.).
 DG1642
 DG1642.The modeled gravity was interpolated from observed gravity values.
 DG1642
 DG1642;                    North         East    Units  Estimated Accuracy
 DG1642;SPC AL E     -   295,920.      222,460.      MT  (+/- 180 meters Scaled)
 DG1642
 DG1642                          SUPERSEDED SURVEY CONTROL
 DG1642
 DG1642  NGVD 29 (??/??/92)  212.696  (m)          697.82   (f) ADJ UNCH    2 0
 DG1642
 DG1642.Superseded values are not recommended for survey control.
 DG1642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1642.See file dsdata.txt to determine how the superseded data were derived.
 DG1642
 DG1642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB312708(NAD 83)
 DG1642_MARKER: DB = BENCH MARK DISK
 DG1642_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1642_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1642_STAMPING: A 23 1934
 DG1642_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1642+STABILITY: SURFACE MOTION
 DG1642
 DG1642  HISTORY     - Date     Condition        Report By
 DG1642  HISTORY     - 1934     MONUMENTED       CGS
 DG1642  HISTORY     - 1941     GOOD             NGS
 DG1642
 DG1642                          STATION DESCRIPTION
 DG1642
 DG1642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DG1642'2.3 MI S FROM MALONE.
 DG1642'2.3 MILES SOUTH ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 DG1642'FROM THE STATION AT MALONE, AT A PRIVATE ROAD CROSSING, 36 FEET
 DG1642'WEST OF THE WEST RAIL, 110 FEET NORTHWEST OF THE 9TH. POLE
 DG1642'NORTH OF MILE-POST 329, 19 FEET SOUTH OF THE CENTER-LINE OF THE
 DG1642'ROAD, 34.2 FEET EAST OF A FENCE CORNER POST, 1 FOOT EAST OF A
 DG1642'WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD DISK SET IN THE
 DG1642'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0268 ***********************************************************************
 DH0268  DESIGNATION -  A 230
 DH0268  PID         -  DH0268
 DH0268  STATE/COUNTY-  AL/TALLADEGA
 DH0268  USGS QUAD   -  RIVERSIDE (1972)
 DH0268
 DH0268                         *CURRENT SURVEY CONTROL
 DH0268  ___________________________________________________________________
 DH0268* NAD 83(1986)-  33 30 33.     (N)    086 13 46.     (W)     SCALED    
 DH0268* NAVD 88     -       139.763  (meters)     458.54   (feet)  ADJUSTED  
 DH0268  ___________________________________________________________________
 DH0268  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH0268  DYNAMIC HT  -         139.612 (meters)     458.04  (feet)  COMP
 DH0268  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 DH0268
 DH0268  VERT ORDER  -  SECOND    CLASS 0
 DH0268
 DH0268.The horizontal coordinates were scaled from a topographic map and have
 DH0268.an estimated accuracy of +/- 6 seconds.
 DH0268
 DH0268.The orthometric height was determined by differential leveling
 DH0268.and adjusted by the National Geodetic Survey in June 1991..
 DH0268
 DH0268.The geoid height was determined by GEOID03.
 DH0268
 DH0268.The dynamic height is computed by dividing the NAVD 88
 DH0268.geopotential number by the normal gravity value computed on the
 DH0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0268.degrees latitude (g = 980.6199 gals.).
 DH0268
 DH0268.The modeled gravity was interpolated from observed gravity values.
 DH0268
 DH0268;                    North         East    Units  Estimated Accuracy
 DH0268;SPC AL E     -   333,730.      163,200.      MT  (+/- 180 meters Scaled)
 DH0268
 DH0268                          SUPERSEDED SURVEY CONTROL
 DH0268
 DH0268  NGVD 29 (??/??/92)  139.700  (m)          458.33   (f) ADJ UNCH    2 0
 DH0268
 DH0268.Superseded values are not recommended for survey control.
 DH0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0268.See file dsdata.txt to determine how the superseded data were derived.
 DH0268
 DH0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC715080(NAD 83)
 DH0268_MARKER: DD = SURVEY DISK
 DH0268_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0268_SP_SET: BRIDGE ABUTMENT
 DH0268_STAMPING: A 230 1947
 DH0268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0268
 DH0268  HISTORY     - Date     Condition        Report By
 DH0268  HISTORY     - 1947     MONUMENTED       USE
 DH0268  HISTORY     - 1947     GOOD             NGS
 DH0268  HISTORY     - 1950     GOOD             NGS
 DH0268  HISTORY     - 20060826 MARK NOT FOUND   GEOCAC
 DH0268
 DH0268                          STATION DESCRIPTION
 DH0268
 DH0268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0268'IN STEMLEY.
 DH0268'AT STEMLEY, SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF
 DH0268'THE COOSA RIVER BRIDGE, 11.5 FEET NORTH OF AND ABOUT 2 FEET BELOW THE
 DH0268'CENTER LINE OF THE HIGHWAY.
 DH0268
 DH0268                          STATION RECOVERY (1950)
 DH0268
 DH0268'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DH0268'RECOVERED IN GOOD CONDITION.
 DH0268
 DH0268                          STATION RECOVERY (2006)
 DH0268
 DH0268'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 DH0268'THIS MARK IS NOW 45 FEET UNDERWATER. LOGAN MARTIN DAM WAS BUILT IN
 DH0268'1962 BACKING UP WATER
 DH0268'AND COVERING THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0224 ***********************************************************************
 DH0224  DESIGNATION -  A 231
 DH0224  PID         -  DH0224
 DH0224  STATE/COUNTY-  AL/ST CLAIR
 DH0224  USGS QUAD   -  COOKS SPRINGS (1972)
 DH0224
 DH0224                         *CURRENT SURVEY CONTROL
 DH0224  ___________________________________________________________________
 DH0224* NAD 83(1986)-  33 34 58.     (N)    086 24 25.     (W)     SCALED    
 DH0224* NAVD 88     -       164.306  (meters)     539.06   (feet)  ADJUSTED  
 DH0224  ___________________________________________________________________
 DH0224  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0224  DYNAMIC HT  -         164.126 (meters)     538.47  (feet)  COMP
 DH0224  MODELED GRAV-     979,539.2   (mgal)                       NAVD 88
 DH0224
 DH0224  VERT ORDER  -  SECOND    CLASS 0
 DH0224
 DH0224.The horizontal coordinates were scaled from a topographic map and have
 DH0224.an estimated accuracy of +/- 6 seconds.
 DH0224
 DH0224.The orthometric height was determined by differential leveling
 DH0224.and adjusted by the National Geodetic Survey in June 1991..
 DH0224
 DH0224.The geoid height was determined by GEOID03.
 DH0224
 DH0224.The dynamic height is computed by dividing the NAVD 88
 DH0224.geopotential number by the normal gravity value computed on the
 DH0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0224.degrees latitude (g = 980.6199 gals.).
 DH0224
 DH0224.The modeled gravity was interpolated from observed gravity values.
 DH0224
 DH0224;                    North         East    Units  Estimated Accuracy
 DH0224;SPC AL E     -   341,980.      146,750.      MT  (+/- 180 meters Scaled)
 DH0224
 DH0224                          SUPERSEDED SURVEY CONTROL
 DH0224
 DH0224  NGVD 29 (??/??/92)  164.253  (m)          538.89   (f) ADJ UNCH    2 0
 DH0224
 DH0224.Superseded values are not recommended for survey control.
 DH0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0224.See file dsdata.txt to determine how the superseded data were derived.
 DH0224
 DH0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC550160(NAD 83)
 DH0224_MARKER: DB = BENCH MARK DISK
 DH0224_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0224_SP_SET: CULVERT
 DH0224_STAMPING: A 231 1947
 DH0224_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0224
 DH0224  HISTORY     - Date     Condition        Report By
 DH0224  HISTORY     - 1947     MONUMENTED       CGS
 DH0224
 DH0224                          STATION DESCRIPTION
 DH0224
 DH0224'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0224'4.6 MI NE FROM BROMPTON.
 DH0224'ABOUT 4.6 MILES NORTHEAST ALONG U.S. HIGHWAY 78 FROM THE SOUTHERN
 DH0224'RAILWAY STATION AT BROMPTON, ABOUT 120 FEET EAST OF R.W. CLINES HOUSE,
 DH0224'IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST HEAD WALLL OF A 2 X 4
 DH0224'FOOT CONCRETE BOX CULVERT, 16 FEET NORTHWEST OF AND ABOUT 1 FOOT BELOW
 DH0224'THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0238 ***********************************************************************
 DH0238  DESIGNATION -  A 232
 DH0238  PID         -  DH0238
 DH0238  STATE/COUNTY-  AL/ST CLAIR
 DH0238  USGS QUAD   -  COOKS SPRINGS (1972)
 DH0238
 DH0238                         *CURRENT SURVEY CONTROL
 DH0238  ___________________________________________________________________
 DH0238* NAD 83(1986)-  33 31 08.     (N)    086 24 50.     (W)     SCALED    
 DH0238* NAVD 88     -       143.844  (meters)     471.93   (feet)  ADJUSTED  
 DH0238  ___________________________________________________________________
 DH0238  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0238  DYNAMIC HT  -         143.686 (meters)     471.41  (feet)  COMP
 DH0238  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 DH0238
 DH0238  VERT ORDER  -  SECOND    CLASS 0
 DH0238
 DH0238.The horizontal coordinates were scaled from a topographic map and have
 DH0238.an estimated accuracy of +/- 6 seconds.
 DH0238
 DH0238.The orthometric height was determined by differential leveling
 DH0238.and adjusted by the National Geodetic Survey in June 1991..
 DH0238
 DH0238.The geoid height was determined by GEOID03.
 DH0238
 DH0238.The dynamic height is computed by dividing the NAVD 88
 DH0238.geopotential number by the normal gravity value computed on the
 DH0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0238.degrees latitude (g = 980.6199 gals.).
 DH0238
 DH0238.The modeled gravity was interpolated from observed gravity values.
 DH0238
 DH0238;                    North         East    Units  Estimated Accuracy
 DH0238;SPC AL E     -   334,890.      146,070.      MT  (+/- 180 meters Scaled)
 DH0238
 DH0238                          SUPERSEDED SURVEY CONTROL
 DH0238
 DH0238  NGVD 29 (??/??/92)  143.794  (m)          471.76   (f) ADJ UNCH    2 0
 DH0238
 DH0238.Superseded values are not recommended for survey control.
 DH0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0238.See file dsdata.txt to determine how the superseded data were derived.
 DH0238
 DH0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC544089(NAD 83)
 DH0238_MARKER: DB = BENCH MARK DISK
 DH0238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0238_STAMPING: A 232 1947
 DH0238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0238+STABILITY: SURFACE MOTION
 DH0238
 DH0238  HISTORY     - Date     Condition        Report By
 DH0238  HISTORY     - 1947     MONUMENTED       CGS
 DH0238  HISTORY     - 1962     MARK NOT FOUND   USGS
 DH0238
 DH0238                          STATION DESCRIPTION
 DH0238
 DH0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0238'5.55 MI NW FROM LONDON.
 DH0238'ABOUT 5.55 MILES NORTHWEST ALONG THE PRESCOTT ROAD FROM ITS
 DH0238'INTERSECTION WITH STATE HIGHWAY 25 AT LONDON, AT THE JUNCTION WHERE
 DH0238'THE LONDON-PRESCOTT ROAD LEAVES THE EDEN-STERRETT ROAD AFTER HAVING
 DH0238'FOLLOWED THE LATER ROAD FROM A SECOND JUNCTION 1.4 MILES NORTHEAST OF
 DH0238'THIS POINT, IN THE NORTHEAST ANGLE OF THE T INTERSECTION, 67 FEET
 DH0238'NORTHWEST OF THE NORTHWEST CORNER OF A WOODEN BRIDGE, 43 FEET NORTH OF
 DH0238'THE CENTER LINE OF THE EDEN-STERRETT ROAD, 20 FEET EAST OF AND ABOUT
 DH0238'LEVEL WITH THE CENTER OF THE LONDON-PRESCOTT ROAD.  A BRONZE DISK IN
 DH0238'THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
 DH0238
 DH0238                          STATION RECOVERY (1962)
 DH0238
 DH0238'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DH0238'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2115 ***********************************************************************
 DG2115  DESIGNATION -  A 234
 DG2115  PID         -  DG2115
 DG2115  STATE/COUNTY-  AL/CALHOUN
 DG2115  USGS QUAD   -  MUNFORD (1983)
 DG2115
 DG2115                         *CURRENT SURVEY CONTROL
 DG2115  ___________________________________________________________________
 DG2115* NAD 83(1986)-  33 37 12.     (N)    085 56 25.     (W)     SCALED    
 DG2115* NAVD 88     -       192.081  (meters)     630.19   (feet)  ADJUSTED  
 DG2115  ___________________________________________________________________
 DG2115  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG2115  DYNAMIC HT  -         191.875 (meters)     629.51  (feet)  COMP
 DG2115  MODELED GRAV-     979,561.5   (mgal)                       NAVD 88
 DG2115
 DG2115  VERT ORDER  -  SECOND    CLASS 0
 DG2115
 DG2115.The horizontal coordinates were scaled from a topographic map and have
 DG2115.an estimated accuracy of +/- 6 seconds.
 DG2115
 DG2115.The orthometric height was determined by differential leveling
 DG2115.and adjusted by the National Geodetic Survey in June 1991..
 DG2115
 DG2115.The geoid height was determined by GEOID03.
 DG2115
 DG2115.The dynamic height is computed by dividing the NAVD 88
 DG2115.geopotential number by the normal gravity value computed on the
 DG2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2115.degrees latitude (g = 980.6199 gals.).
 DG2115
 DG2115.The modeled gravity was interpolated from observed gravity values.
 DG2115
 DG2115;                    North         East    Units  Estimated Accuracy
 DG2115;SPC AL E     -   345,960.      190,080.      MT  (+/- 180 meters Scaled)
 DG2115
 DG2115                          SUPERSEDED SURVEY CONTROL
 DG2115
 DG2115  NGVD 29 (??/??/92)  192.000  (m)          629.92   (f) ADJ UNCH    2 0
 DG2115
 DG2115.Superseded values are not recommended for survey control.
 DG2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2115.See file dsdata.txt to determine how the superseded data were derived.
 DG2115
 DG2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC982205(NAD 83)
 DG2115_MARKER: DB = BENCH MARK DISK
 DG2115_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG2115_SP_SET: CULVERT
 DG2115_STAMPING: A 234 1947
 DG2115_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2115
 DG2115  HISTORY     - Date     Condition        Report By
 DG2115  HISTORY     - 1947     MONUMENTED       CGS
 DG2115
 DG2115                          STATION DESCRIPTION
 DG2115
 DG2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2115'4.9 MI NE FROM EASTABOGA.
 DG2115'ABOUT 4.9 MILES NORTHEAST ALONG U.S. HIGHWAY 78 FROM THE SCHOOL
 DG2115'AND CALHOUN-TALLADEGA COUNTY LINE AT EASTABOGA, ABOUT 0.7 MILE
 DG2115'SOUTHWEST OF THE HIGHWAY OVER PASS OVER THE LOUISVILLE AND
 DG2115'NASHVILLE RAILROAD, 0.25 MILE EAST OF RUSSEL GARDENS TOURIST
 DG2115'CABINS, AT THE JUNCTION OF A ROAD LEADING SOUTH, 43 FEET EAST
 DG2115'OF THE CENTER LINE OF THE GRAVEL ROAD, 17.5 FEET SOUTH OF THE
 DG2115'CENTER LINE OF THE HIGHWAY, AND SET IN THE WEST END OF THE
 DG2115'SOUTH CONCRETE HEAD WALL OF A 24 INCH PIPE CULVERT, ABOUT
 DG2115'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0321 ***********************************************************************
 DH0321  DESIGNATION -  A 235
 DH0321  PID         -  DH0321
 DH0321  STATE/COUNTY-  AL/CALHOUN
 DH0321  USGS QUAD   -  FRANCIS MILL (1972)
 DH0321
 DH0321                         *CURRENT SURVEY CONTROL
 DH0321  ___________________________________________________________________
 DH0321* NAD 83(1986)-  33 38 42.     (N)    086 01 32.     (W)     SCALED    
 DH0321* NAVD 88     -       192.256  (meters)     630.76   (feet)  ADJUSTED  
 DH0321  ___________________________________________________________________
 DH0321  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH0321  DYNAMIC HT  -         192.051 (meters)     630.09  (feet)  COMP
 DH0321  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DH0321
 DH0321  VERT ORDER  -  SECOND    CLASS 0
 DH0321
 DH0321.The horizontal coordinates were scaled from a topographic map and have
 DH0321.an estimated accuracy of +/- 6 seconds.
 DH0321
 DH0321.The orthometric height was determined by differential leveling
 DH0321.and adjusted by the National Geodetic Survey in June 1991..
 DH0321
 DH0321.The geoid height was determined by GEOID03.
 DH0321
 DH0321.The dynamic height is computed by dividing the NAVD 88
 DH0321.geopotential number by the normal gravity value computed on the
 DH0321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0321.degrees latitude (g = 980.6199 gals.).
 DH0321
 DH0321.The modeled gravity was interpolated from observed gravity values.
 DH0321
 DH0321;                    North         East    Units  Estimated Accuracy
 DH0321;SPC AL E     -   348,750.      182,170.      MT  (+/- 180 meters Scaled)
 DH0321
 DH0321                          SUPERSEDED SURVEY CONTROL
 DH0321
 DH0321  NGVD 29 (??/??/92)  192.181  (m)          630.51   (f) ADJ UNCH    2 0
 DH0321
 DH0321.Superseded values are not recommended for survey control.
 DH0321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0321.See file dsdata.txt to determine how the superseded data were derived.
 DH0321
 DH0321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC903232(NAD 83)
 DH0321_MARKER: DB = BENCH MARK DISK
 DH0321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0321_STAMPING: A 235 1947
 DH0321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0321+STABILITY: SURFACE MOTION
 DH0321
 DH0321  HISTORY     - Date     Condition        Report By
 DH0321  HISTORY     - 1947     MONUMENTED       CGS
 DH0321  HISTORY     - 1953     GOOD             LOCENG
 DH0321
 DH0321                          STATION DESCRIPTION
 DH0321
 DH0321'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0321'3.15 MI N FROM EASTABOGA.
 DH0321'ABOUT 3.15 MILES NORTH ALONG THE OHATCHEE ROAD FROM THE SCHOOL AT
 DH0321'EASTABOGA, AT A CURVE IN THE MAIN ROAD WITH TANGENTS EXTENDING SOUTH
 DH0321'AND NORTHWEST, AND THE JUNCTION OF A ROAD LEADING NORTHEAST TO
 DH0321'MORRISVILLE THROUGH THE ANNISTON ORDNANCE DEPOT, 98 FEET SOUTHWEST OF
 DH0321'THE SOUTHWEST CORNER OF THE J. L. WILBANKS HOUSE, 70 FEET SOUTHWEST OF
 DH0321'THE CENTER OF A WELL, 33 FEET EAST OF THE CENTER OF THE ROAD AT THE
 DH0321'CENTER OF THE CURVE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST,
 DH0321'ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0321'PROJECTING 7 INCHES.
 DH0321
 DH0321                          STATION RECOVERY (1953)
 DH0321
 DH0321'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1953
 DH0321'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1817 ***********************************************************************
 DG1817  DESIGNATION -  A 236
 DG1817  PID         -  DG1817
 DG1817  STATE/COUNTY-  AL/CALHOUN
 DG1817  USGS QUAD   -  WELLINGTON (1972)
 DG1817
 DG1817                         *CURRENT SURVEY CONTROL
 DG1817  ___________________________________________________________________
 DG1817* NAD 83(1986)-  33 48 19.     (N)    085 57 10.     (W)     SCALED    
 DG1817* NAVD 88     -       165.728  (meters)     543.73   (feet)  ADJUSTED  
 DG1817  ___________________________________________________________________
 DG1817  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG1817  DYNAMIC HT  -         165.553 (meters)     543.15  (feet)  COMP
 DG1817  MODELED GRAV-     979,577.7   (mgal)                       NAVD 88
 DG1817
 DG1817  VERT ORDER  -  FIRST     CLASS II
 DG1817
 DG1817.The horizontal coordinates were scaled from a topographic map and have
 DG1817.an estimated accuracy of +/- 6 seconds.
 DG1817
 DG1817.The orthometric height was determined by differential leveling
 DG1817.and adjusted by the National Geodetic Survey in June 1991..
 DG1817
 DG1817.The geoid height was determined by GEOID03.
 DG1817
 DG1817.The dynamic height is computed by dividing the NAVD 88
 DG1817.geopotential number by the normal gravity value computed on the
 DG1817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1817.degrees latitude (g = 980.6199 gals.).
 DG1817
 DG1817.The modeled gravity was interpolated from observed gravity values.
 DG1817
 DG1817;                    North         East    Units  Estimated Accuracy
 DG1817;SPC AL E     -   366,510.      188,940.      MT  (+/- 180 meters Scaled)
 DG1817
 DG1817                          SUPERSEDED SURVEY CONTROL
 DG1817
 DG1817  NGVD 29 (??/??/92)  165.666  (m)          543.52   (f) ADJ UNCH    1 2
 DG1817
 DG1817.Superseded values are not recommended for survey control.
 DG1817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1817.See file dsdata.txt to determine how the superseded data were derived.
 DG1817
 DG1817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC969410(NAD 83)
 DG1817_MARKER: DB = BENCH MARK DISK
 DG1817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1817_STAMPING: A 236 1947
 DG1817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1817+STABILITY: SURFACE MOTION
 DG1817
 DG1817  HISTORY     - Date     Condition        Report By
 DG1817  HISTORY     - 1947     MONUMENTED       CGS
 DG1817
 DG1817                          STATION DESCRIPTION
 DG1817
 DG1817'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG1817'3.4 MI NE FROM OHATCHEE.
 DG1817'ABOUT 3.4 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY
 DG1817'FROM THE STATION AT OHATCHEE, ABOUT 3.6 MILES SOUTHWEST OF
 DG1817'WELLINGTON, IN THE SOUTH ANGLE OF A FARM ROAD CROSSING, 16.8 FEET
 DG1817'SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, 15 FEET SOUTHWEST
 DG1817'OF THE CENTER LINE OF THE FARM ROAD, 23 FEET WEST AND ACROSS THE
 DG1817'ROAD FROM A TELEGRAPH POLE, 1.5 FEET NORTHWEST OF A WHITE WOODEN
 DG1817'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF
 DG1817'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0037 ***********************************************************************
 DH0037  DESIGNATION -  A 237
 DH0037  PID         -  DH0037
 DH0037  STATE/COUNTY-  AL/ST CLAIR
 DH0037  USGS QUAD   -  WATTSVILLE (1972)
 DH0037
 DH0037                         *CURRENT SURVEY CONTROL
 DH0037  ___________________________________________________________________
 DH0037* NAD 83(1986)-  33 40 55.     (N)    086 19 48.     (W)     SCALED    
 DH0037* NAVD 88     -       224.738  (meters)     737.33   (feet)  ADJUSTED  
 DH0037  ___________________________________________________________________
 DH0037  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0037  DYNAMIC HT  -         224.494 (meters)     736.53  (feet)  COMP
 DH0037  MODELED GRAV-     979,545.3   (mgal)                       NAVD 88
 DH0037
 DH0037  VERT ORDER  -  FIRST     CLASS II
 DH0037
 DH0037.The horizontal coordinates were scaled from a topographic map and have
 DH0037.an estimated accuracy of +/- 6 seconds.
 DH0037
 DH0037.The orthometric height was determined by differential leveling
 DH0037.and adjusted by the National Geodetic Survey in June 1991..
 DH0037
 DH0037.The geoid height was determined by GEOID03.
 DH0037
 DH0037.The dynamic height is computed by dividing the NAVD 88
 DH0037.geopotential number by the normal gravity value computed on the
 DH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0037.degrees latitude (g = 980.6199 gals.).
 DH0037
 DH0037.The modeled gravity was interpolated from observed gravity values.
 DH0037
 DH0037;                    North         East    Units  Estimated Accuracy
 DH0037;SPC AL E     -   352,940.      153,950.      MT  (+/- 180 meters Scaled)
 DH0037
 DH0037                          SUPERSEDED SURVEY CONTROL
 DH0037
 DH0037  NGVD 29 (??/??/92)  224.690  (m)          737.17   (f) ADJ UNCH    1 2
 DH0037
 DH0037.Superseded values are not recommended for survey control.
 DH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0037.See file dsdata.txt to determine how the superseded data were derived.
 DH0037
 DH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC621270(NAD 83)
 DH0037_MARKER: DB = BENCH MARK DISK
 DH0037_SETTING: 66 = SET IN ROCK OUTCROP
 DH0037_SP_SET: ROCK LEDGE
 DH0037_STAMPING: A 237 1947
 DH0037_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0037+STABILITY: POSITION/ELEVATION WELL
 DH0037
 DH0037  HISTORY     - Date     Condition        Report By
 DH0037  HISTORY     - 1947     MONUMENTED       CGS
 DH0037
 DH0037                          STATION DESCRIPTION
 DH0037
 DH0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0037'4.7 MI E FROM ODENVILLE.
 DH0037'ABOUT 4.7 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 DH0037'STATION AT ODENVILLE, 4.6 MILES WEST OF WATTSVILLE, 440 FEET NORTH
 DH0037'ALONG THE TRACK FROM MILE POST 704, SET IN A LARGE AND VERY PROMINENT
 DH0037'ROCK LEDGE, AT THE NORTH END OF A SHORT FILL AND ON THE INSIDE OF A
 DH0037'LONG CURVE, 33.3 FEET NORTHEAST OF THE THIRD TELEPHONE POLE NORTH OF
 DH0037'MILE POST 704, 13 FEET WEST AND ABOUT 1.5 FEET ABOVE THE WEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1120 ***********************************************************************
 DH1120  DESIGNATION -  A 238
 DH1120  PID         -  DH1120
 DH1120  STATE/COUNTY-  AL/JEFFERSON
 DH1120  USGS QUAD   -  LEEDS (1978)
 DH1120
 DH1120                         *CURRENT SURVEY CONTROL
 DH1120  ___________________________________________________________________
 DH1120* NAD 83(1986)-  33 36 47.     (N)    086 33 25.     (W)     SCALED    
 DH1120* NAVD 88     -       217.149  (meters)     712.43   (feet)  ADJUSTED  
 DH1120  ___________________________________________________________________
 DH1120  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1120  DYNAMIC HT  -         216.908 (meters)     711.64  (feet)  COMP
 DH1120  MODELED GRAV-     979,521.4   (mgal)                       NAVD 88
 DH1120
 DH1120  VERT ORDER  -  FIRST     CLASS II
 DH1120
 DH1120.The horizontal coordinates were scaled from a topographic map and have
 DH1120.an estimated accuracy of +/- 6 seconds.
 DH1120
 DH1120.The orthometric height was determined by differential leveling
 DH1120.and adjusted by the National Geodetic Survey in June 1991..
 DH1120
 DH1120.The geoid height was determined by GEOID03.
 DH1120
 DH1120.The dynamic height is computed by dividing the NAVD 88
 DH1120.geopotential number by the normal gravity value computed on the
 DH1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1120.degrees latitude (g = 980.6199 gals.).
 DH1120
 DH1120.The modeled gravity was interpolated from observed gravity values.
 DH1120
 DH1120;                    North         East    Units  Estimated Accuracy
 DH1120;SPC AL W     -   401,000.      687,510.      MT  (+/- 180 meters Scaled)
 DH1120
 DH1120                          SUPERSEDED SURVEY CONTROL
 DH1120
 DH1120  NGVD 29 (??/??/92)  217.099  (m)          712.27   (f) ADJ UNCH    1 2
 DH1120
 DH1120.Superseded values are not recommended for survey control.
 DH1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1120.See file dsdata.txt to determine how the superseded data were derived.
 DH1120
 DH1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC411193(NAD 83)
 DH1120_MARKER: DB = BENCH MARK DISK
 DH1120_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1120_SP_SET: TRESTLE
 DH1120_STAMPING: A 238 1947
 DH1120_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1120
 DH1120  HISTORY     - Date     Condition        Report By
 DH1120  HISTORY     - 1947     MONUMENTED       CGS
 DH1120
 DH1120                          STATION DESCRIPTION
 DH1120
 DH1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1120'3.0 MI SW FROM PARSONS.
 DH1120'ABOUT 3.0 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 DH1120'STATION AT PARSONS, AT THE RAILROAD TRESTLE OVER THE LITTLE CAHABA
 DH1120'RIVER AND THE JEFFERSON-ST. CLAIR COUNTY LINE, SET IN THE TOP OF THE
 DH1120'SOUTHWEST WING WALL OF THE TRESTLE, 3.5 FEET SOUTH OF AND ABOUT 1.5
 DH1120'FEET BELOW THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1208 ***********************************************************************
 DH1208  DESIGNATION -  A 239
 DH1208  PID         -  DH1208
 DH1208  STATE/COUNTY-  AL/JEFFERSON
 DH1208  USGS QUAD   -  IRONDALE (1978)
 DH1208
 DH1208                         *CURRENT SURVEY CONTROL
 DH1208  ___________________________________________________________________
 DH1208* NAD 83(1986)-  33 35 28.     (N)    086 40 59.     (W)     SCALED    
 DH1208* NAVD 88     -       258.589  (meters)     848.39   (feet)  ADJUSTED  
 DH1208  ___________________________________________________________________
 DH1208  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH1208  DYNAMIC HT  -         258.300 (meters)     847.44  (feet)  COMP
 DH1208  MODELED GRAV-     979,513.5   (mgal)                       NAVD 88
 DH1208
 DH1208  VERT ORDER  -  SECOND    CLASS 0
 DH1208
 DH1208.The horizontal coordinates were scaled from a topographic map and have
 DH1208.an estimated accuracy of +/- 6 seconds.
 DH1208
 DH1208.The orthometric height was determined by differential leveling
 DH1208.and adjusted by the National Geodetic Survey in June 1991..
 DH1208
 DH1208.The geoid height was determined by GEOID03.
 DH1208
 DH1208.The dynamic height is computed by dividing the NAVD 88
 DH1208.geopotential number by the normal gravity value computed on the
 DH1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1208.degrees latitude (g = 980.6199 gals.).
 DH1208
 DH1208.The modeled gravity was interpolated from observed gravity values.
 DH1208
 DH1208;                    North         East    Units  Estimated Accuracy
 DH1208;SPC AL W     -   398,470.      675,830.      MT  (+/- 180 meters Scaled)
 DH1208
 DH1208                          SUPERSEDED SURVEY CONTROL
 DH1208
 DH1208  NGVD 29 (??/??/92)  258.544  (m)          848.24   (f) ADJ UNCH    2 0
 DH1208
 DH1208.Superseded values are not recommended for survey control.
 DH1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1208.See file dsdata.txt to determine how the superseded data were derived.
 DH1208
 DH1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC294168(NAD 83)
 DH1208_MARKER: DB = BENCH MARK DISK
 DH1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1208_STAMPING: A 239 1947
 DH1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1208+STABILITY: SURFACE MOTION
 DH1208
 DH1208  HISTORY     - Date     Condition        Report By
 DH1208  HISTORY     - 1947     MONUMENTED       CGS
 DH1208
 DH1208                          STATION DESCRIPTION
 DH1208
 DH1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1208'1.1 MI SE FROM HUFFMAN.
 DH1208'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 38 FROM THE BAPTIST CHURCH
 DH1208'AT HUFFMAN, THENCE ABOUT 0.95 MILES EAST AND SOUTHEAST ALONG GENE REED
 DH1208'ROAD (BRICK STREET), AT THE JUNCTION OF A GRAVEL STREET LEADING WEST,
 DH1208'54 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL STREET, 21 FEET WEST OF
 DH1208'THE CENTER LINE OF THE GENE REED ROAD, 34 FEET SOUTH OF A POWER POLE,
 DH1208'ABOUT 100 FEET NORTH OF THE CENTER LINE OF THE DRIVE TO E. E. BROOKS
 DH1208'RESIDENCE, 0.3 MILE NORTH OF THE WILLOW LEAF COTTAGES ON U. S. HIGHWAY
 DH1208'11, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET ABOVE
 DH1208'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1246 ***********************************************************************
 BT1246  DESIGNATION -  A 24
 BT1246  PID         -  BT1246
 BT1246  STATE/COUNTY-  AL/BARBOUR
 BT1246  USGS QUAD   -  CLIO (1979)
 BT1246
 BT1246                         *CURRENT SURVEY CONTROL
 BT1246  ___________________________________________________________________
 BT1246* NAD 83(1986)-  31 43 57.     (N)    085 36 09.     (W)     SCALED    
 BT1246* NAVD 88     -       150.681  (meters)     494.36   (feet)  ADJUSTED  
 BT1246  ___________________________________________________________________
 BT1246  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BT1246  DYNAMIC HT  -         150.503 (meters)     493.78  (feet)  COMP
 BT1246  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 BT1246
 BT1246  VERT ORDER  -  SECOND    CLASS 0
 BT1246
 BT1246.The horizontal coordinates were scaled from a topographic map and have
 BT1246.an estimated accuracy of +/- 6 seconds.
 BT1246
 BT1246.The orthometric height was determined by differential leveling
 BT1246.and adjusted by the National Geodetic Survey in June 1991..
 BT1246
 BT1246.The geoid height was determined by GEOID03.
 BT1246
 BT1246.The dynamic height is computed by dividing the NAVD 88
 BT1246.geopotential number by the normal gravity value computed on the
 BT1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1246.degrees latitude (g = 980.6199 gals.).
 BT1246
 BT1246.The modeled gravity was interpolated from observed gravity values.
 BT1246
 BT1246;                    North         East    Units  Estimated Accuracy
 BT1246;SPC AL E     -   136,670.      221,870.      MT  (+/- 180 meters Scaled)
 BT1246
 BT1246                          SUPERSEDED SURVEY CONTROL
 BT1246
 BT1246  NGVD 29 (??/??/92)  150.702  (m)          494.43   (f) ADJ UNCH    2 0
 BT1246
 BT1246.Superseded values are not recommended for survey control.
 BT1246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1246.See file dsdata.txt to determine how the superseded data were derived.
 BT1246
 BT1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA323116(NAD 83)
 BT1246_MARKER: DB = BENCH MARK DISK
 BT1246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1246_STAMPING: A 24 1934
 BT1246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1246+STABILITY: SURFACE MOTION
 BT1246
 BT1246  HISTORY     - Date     Condition        Report By
 BT1246  HISTORY     - 1934     MONUMENTED       CGS
 BT1246
 BT1246                          STATION DESCRIPTION
 BT1246
 BT1246'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1246'2 MI E FROM CLIO.
 BT1246'2 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE STATION
 BT1246'AT CLIO, ABOUT 8 RAILS SOUTH OF MILEPOST O 24, ABOUT 7 RAILS
 BT1246'NORTH OF THE CROSSING OF THE ROAD LEADING TO CLIO AIRPORT, 38
 BT1246'FEET WEST OF THE TRACK, AND 2 FEET EAST OF THE RIGHT-OF-WAY FENCE
 BT1246'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1221 ***********************************************************************
 DH1221  DESIGNATION -  A 240
 DH1221  PID         -  DH1221
 DH1221  STATE/COUNTY-  AL/JEFFERSON
 DH1221  USGS QUAD   -  ARGO (1970)
 DH1221
 DH1221                         *CURRENT SURVEY CONTROL
 DH1221  ___________________________________________________________________
 DH1221* NAD 83(1986)-  33 38 35.     (N)    086 35 57.     (W)     SCALED    
 DH1221* NAVD 88     -       227.176  (meters)     745.33   (feet)  ADJUSTED  
 DH1221  ___________________________________________________________________
 DH1221  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH1221  DYNAMIC HT  -         226.923 (meters)     744.50  (feet)  COMP
 DH1221  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 DH1221
 DH1221  VERT ORDER  -  SECOND    CLASS 0
 DH1221
 DH1221.The horizontal coordinates were scaled from a topographic map and have
 DH1221.an estimated accuracy of +/- 6 seconds.
 DH1221
 DH1221.The orthometric height was determined by differential leveling
 DH1221.and adjusted by the National Geodetic Survey in June 1991..
 DH1221
 DH1221.The geoid height was determined by GEOID03.
 DH1221
 DH1221.The dynamic height is computed by dividing the NAVD 88
 DH1221.geopotential number by the normal gravity value computed on the
 DH1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1221.degrees latitude (g = 980.6199 gals.).
 DH1221
 DH1221.The modeled gravity was interpolated from observed gravity values.
 DH1221
 DH1221;                    North         East    Units  Estimated Accuracy
 DH1221;SPC AL W     -   404,290.      683,570.      MT  (+/- 180 meters Scaled)
 DH1221
 DH1221                          SUPERSEDED SURVEY CONTROL
 DH1221
 DH1221  NGVD 29 (??/??/92)  227.124  (m)          745.16   (f) ADJ UNCH    2 0
 DH1221
 DH1221.Superseded values are not recommended for survey control.
 DH1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1221.See file dsdata.txt to determine how the superseded data were derived.
 DH1221
 DH1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC371226(NAD 83)
 DH1221_MARKER: DB = BENCH MARK DISK
 DH1221_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1221_SP_SET: CULVERT
 DH1221_STAMPING: A 240 1947
 DH1221_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH1221+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2001
 DH1221
 DH1221  HISTORY     - Date     Condition        Report By
 DH1221  HISTORY     - 1947     MONUMENTED       CGS
 DH1221  HISTORY     - 20011008 GOOD             INDIV
 DH1221
 DH1221                          STATION DESCRIPTION
 DH1221
 DH1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1221'1.8 MI NE FROM TRUSSVILLE.
 DH1221'ABOUT 0.9 MILE NORTH ALONG CHALKVILLE ROAD FROM THE GRAMMAR SCHOOL AT
 DH1221'TRUSSVILLE, THENCE ABOUT 0.9 MILE NORTHEAST ALONG A GRAVEL ROAD
 DH1221'LEADING TO CLAY, ABOUT 0.1 MILE NORTH OF THE Y JUNCTION OF A ROAD
 DH1221'LEADING NORTHEAST, 104 FEET NORTH OF THE NORTH END OF A LARGE ROCK
 DH1221'CUT, SET IN THE TOP OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF
 DH1221'A DOUBLE 10 BY 15 FOOT MASONRY STONE CULVERT OVER A CREEK, 25 FEET
 DH1221'EAST OF AND ABOUT 3 FEET BELOW THE CENTER LINE OF THE ROAD.
 DH1221
 DH1221                          STATION RECOVERY (2001)
 DH1221
 DH1221'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001
 DH1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0170 ***********************************************************************
 DH0170  DESIGNATION -  A 241
 DH0170  PID         -  DH0170
 DH0170  STATE/COUNTY-  AL/ST CLAIR
 DH0170  USGS QUAD   -  SPRINGVILLE (1978)
 DH0170
 DH0170                         *CURRENT SURVEY CONTROL
 DH0170  ___________________________________________________________________
 DH0170* NAD 83(1986)-  33 48 28.     (N)    086 29 33.     (W)     SCALED    
 DH0170* NAVD 88     -       250.037  (meters)     820.33   (feet)  ADJUSTED  
 DH0170  ___________________________________________________________________
 DH0170  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH0170  DYNAMIC HT  -         249.755 (meters)     819.40  (feet)  COMP
 DH0170  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 DH0170
 DH0170  VERT ORDER  -  SECOND    CLASS 0
 DH0170
 DH0170.The horizontal coordinates were scaled from a topographic map and have
 DH0170.an estimated accuracy of +/- 6 seconds.
 DH0170
 DH0170.The orthometric height was determined by differential leveling
 DH0170.and adjusted by the National Geodetic Survey in June 1991..
 DH0170
 DH0170.The geoid height was determined by GEOID03.
 DH0170
 DH0170.The dynamic height is computed by dividing the NAVD 88
 DH0170.geopotential number by the normal gravity value computed on the
 DH0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0170.degrees latitude (g = 980.6199 gals.).
 DH0170
 DH0170.The modeled gravity was interpolated from observed gravity values.
 DH0170
 DH0170;                    North         East    Units  Estimated Accuracy
 DH0170;SPC AL E     -   366,980.      138,970.      MT  (+/- 180 meters Scaled)
 DH0170
 DH0170                          SUPERSEDED SURVEY CONTROL
 DH0170
 DH0170  NGVD 29 (??/??/92)  249.976  (m)          820.13   (f) ADJ UNCH    2 0
 DH0170
 DH0170.Superseded values are not recommended for survey control.
 DH0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0170.See file dsdata.txt to determine how the superseded data were derived.
 DH0170
 DH0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC469409(NAD 83)
 DH0170_MARKER: DB = BENCH MARK DISK
 DH0170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0170_STAMPING: A 241 1947
 DH0170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0170+STABILITY: SURFACE MOTION
 DH0170
 DH0170  HISTORY     - Date     Condition        Report By
 DH0170  HISTORY     - 1947     MONUMENTED       CGS
 DH0170
 DH0170                          STATION DESCRIPTION
 DH0170
 DH0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0170'3.45 MI N FROM SPRINGVILLE.
 DH0170'ABOUT 0.3 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 DH0170'SPRINGVILLE, THENCE 3.15 MILES NORTH ALONG A DIRT ROAD LEADING TO THE
 DH0170'SUMMIT OF BLOUNT MOUNTAIN, 0.65 MILE NORTHWEST OF THE JUNCTION WITH A
 DH0170'ROAD NORTHEAST, 0.4 MILE NORTH OF THE JUNCTION WITH A ROAD WEST, AT A
 DH0170'VERY SHARP CURVE IN THE ROAD AND AT THE POINT WHERE THE ROAD CROSSES A
 DH0170'RAVINE, 23 FEET NORTH OF AND ABOUT 3 1/2 FEET ABOVE THE CENTER OF THE
 DH0170'ROAD, 17 FEET WEST OF THE CENTER OF THE RAVINE, 21 FEET NORTHWEST OF
 DH0170'THE NORTH END OF A 24-INCH PIPE CULVERT, 23 FEET EAST OF A BLAZED
 DH0170'8-INCH PINE TREE, 17 FEET SOUTH OF A BLAZED 18-INCH OAK TREE, 1 1/2
 DH0170'FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A
 DH0170'CONCRETE POST PROJECTING 5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0114 ***********************************************************************
 DH0114  DESIGNATION -  A 242
 DH0114  PID         -  DH0114
 DH0114  STATE/COUNTY-  AL/ST CLAIR
 DH0114  USGS QUAD   -  COX GAP (1972)
 DH0114
 DH0114                         *CURRENT SURVEY CONTROL
 DH0114  ___________________________________________________________________
 DH0114* NAD 83(1986)-  33 50 06.     (N)    086 08 04.     (W)     SCALED    
 DH0114* NAVD 88     -       163.915  (meters)     537.78   (feet)  ADJUSTED  
 DH0114  ___________________________________________________________________
 DH0114  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DH0114  DYNAMIC HT  -         163.740 (meters)     537.20  (feet)  COMP
 DH0114  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 DH0114
 DH0114  VERT ORDER  -  SECOND    CLASS 0
 DH0114
 DH0114.The horizontal coordinates were scaled from a topographic map and have
 DH0114.an estimated accuracy of +/- 6 seconds.
 DH0114
 DH0114.The orthometric height was determined by differential leveling
 DH0114.and adjusted by the National Geodetic Survey in June 1991..
 DH0114
 DH0114.The geoid height was determined by GEOID03.
 DH0114
 DH0114.The dynamic height is computed by dividing the NAVD 88
 DH0114.geopotential number by the normal gravity value computed on the
 DH0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0114.degrees latitude (g = 980.6199 gals.).
 DH0114
 DH0114.The modeled gravity was interpolated from observed gravity values.
 DH0114
 DH0114;                    North         East    Units  Estimated Accuracy
 DH0114;SPC AL E     -   369,840.      172,130.      MT  (+/- 180 meters Scaled)
 DH0114
 DH0114                          SUPERSEDED SURVEY CONTROL
 DH0114
 DH0114  NGVD 29 (??/??/92)  163.870  (m)          537.63   (f) ADJ UNCH    2 0
 DH0114
 DH0114.Superseded values are not recommended for survey control.
 DH0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0114.See file dsdata.txt to determine how the superseded data were derived.
 DH0114
 DH0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC800441(NAD 83)
 DH0114_MARKER: DB = BENCH MARK DISK
 DH0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0114_STAMPING: A 242 1947
 DH0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0114+STABILITY: SURFACE MOTION
 DH0114
 DH0114  HISTORY     - Date     Condition        Report By
 DH0114  HISTORY     - 1947     MONUMENTED       CGS
 DH0114
 DH0114                          STATION DESCRIPTION
 DH0114
 DH0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0114'4.4 MI W FROM GREENSPORT.
 DH0114'ABOUT 0.2 MILE NORTH ALONG A GRAVEL ROAD FROM THE BRIDGE OVER BEAVER
 DH0114'CREEK AT GREENSPORT, THENCE ABOUT 4.2 MILES WEST ALONG A GRAVEL ROAD,
 DH0114'ABOUT 1.05 MILES WEST OF OLDHAMS CHAPEL, AT H. D. BOWLINGS FARM, 85.5
 DH0114'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 54 FEET SOUTHEAST
 DH0114'OF THE SOUTHEAST CORNER OF A GARAGE, 22 FEET NORTH OF THE CENTER LINE
 DH0114'OF THE ROAD, 15 FEET NORTHEAST OF A TWIN-TRUNKED 30-INCH OAK TREE, 1.4
 DH0114'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET ABOVE THE
 DH0114'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0074 ***********************************************************************
 DH0074  DESIGNATION -  A 243
 DH0074  PID         -  DH0074
 DH0074  STATE/COUNTY-  AL/ST CLAIR
 DH0074  USGS QUAD   -  HYATT GAP (1978)
 DH0074
 DH0074                         *CURRENT SURVEY CONTROL
 DH0074  ___________________________________________________________________
 DH0074* NAD 83(1986)-  33 52 57.     (N)    086 17 00.     (W)     SCALED    
 DH0074* NAVD 88     -       189.172  (meters)     620.64   (feet)  ADJUSTED  
 DH0074  ___________________________________________________________________
 DH0074  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH0074  DYNAMIC HT  -         188.967 (meters)     619.97  (feet)  COMP
 DH0074  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DH0074
 DH0074  VERT ORDER  -  SECOND    CLASS 0
 DH0074
 DH0074.The horizontal coordinates were scaled from a topographic map and have
 DH0074.an estimated accuracy of +/- 6 seconds.
 DH0074
 DH0074.The orthometric height was determined by differential leveling
 DH0074.and adjusted by the National Geodetic Survey in June 1991..
 DH0074
 DH0074.The geoid height was determined by GEOID03.
 DH0074
 DH0074.The dynamic height is computed by dividing the NAVD 88
 DH0074.geopotential number by the normal gravity value computed on the
 DH0074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0074.degrees latitude (g = 980.6199 gals.).
 DH0074
 DH0074.The modeled gravity was interpolated from observed gravity values.
 DH0074
 DH0074;                    North         East    Units  Estimated Accuracy
 DH0074;SPC AL E     -   375,160.      158,370.      MT  (+/- 180 meters Scaled)
 DH0074
 DH0074                          SUPERSEDED SURVEY CONTROL
 DH0074
 DH0074  NGVD 29 (??/??/92)  189.126  (m)          620.49   (f) ADJ UNCH    2 0
 DH0074
 DH0074.Superseded values are not recommended for survey control.
 DH0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0074.See file dsdata.txt to determine how the superseded data were derived.
 DH0074
 DH0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC662493(NAD 83)
 DH0074_MARKER: DB = BENCH MARK DISK
 DH0074_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0074_SP_SET: CULVERT
 DH0074_STAMPING: A 243 1947
 DH0074_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0074
 DH0074  HISTORY     - Date     Condition        Report By
 DH0074  HISTORY     - 1947     MONUMENTED       CGS
 DH0074
 DH0074                          STATION DESCRIPTION
 DH0074
 DH0074'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0074'5.95 MI SW FROM STEELE.
 DH0074'ABOUT 5.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 ALTERNATE FROM THE
 DH0074'POST OFFICE AT STEELE, 1.0 MILES NORTHEAST OF THE JUNCTION OF STATE
 DH0074'HIGHWAY 25, ABOUT 13.55 MILES NORTHEAST OF SPRINGVILLE, IN THE TOP OF
 DH0074'THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 3.5 X 3.5 FOOT
 DH0074'CONCRETE BOX CULVERT, 51 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM
 DH0074'TELEPHONE POLE NO. 4066, 16 FEET NORTHWEST OF AND ABOUT 2 FEET BELOW
 DH0074'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1125 ***********************************************************************
 EE1125  DESIGNATION -  A 244
 EE1125  PID         -  EE1125
 EE1125  STATE/COUNTY-  AL/DE KALB
 EE1125  USGS QUAD   -  LEESBURG (1986)
 EE1125
 EE1125                         *CURRENT SURVEY CONTROL
 EE1125  ___________________________________________________________________
 EE1125* NAD 83(1986)-  34 14 25.     (N)    085 49 35.     (W)     SCALED    
 EE1125* NAVD 88     -       312.724  (meters)    1026.00   (feet)  ADJUSTED  
 EE1125  ___________________________________________________________________
 EE1125  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EE1125  DYNAMIC HT  -         312.401 (meters)    1024.94  (feet)  COMP
 EE1125  MODELED GRAV-     979,590.7   (mgal)                       NAVD 88
 EE1125
 EE1125  VERT ORDER  -  SECOND    CLASS 0
 EE1125
 EE1125.The horizontal coordinates were scaled from a topographic map and have
 EE1125.an estimated accuracy of +/- 6 seconds.
 EE1125
 EE1125.The orthometric height was determined by differential leveling
 EE1125.and adjusted by the National Geodetic Survey in June 1991..
 EE1125
 EE1125.The geoid height was determined by GEOID03.
 EE1125
 EE1125.The dynamic height is computed by dividing the NAVD 88
 EE1125.geopotential number by the normal gravity value computed on the
 EE1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1125.degrees latitude (g = 980.6199 gals.).
 EE1125
 EE1125.The modeled gravity was interpolated from observed gravity values.
 EE1125
 EE1125;                    North         East    Units  Estimated Accuracy
 EE1125;SPC AL E     -   414,760.      200,640.      MT  (+/- 180 meters Scaled)
 EE1125
 EE1125                          SUPERSEDED SURVEY CONTROL
 EE1125
 EE1125  NGVD 29 (??/??/92)  312.713  (m)         1025.96   (f) ADJ UNCH    2 0
 EE1125
 EE1125.Superseded values are not recommended for survey control.
 EE1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1125.See file dsdata.txt to determine how the superseded data were derived.
 EE1125
 EE1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC080894(NAD 83)
 EE1125_MARKER: DB = BENCH MARK DISK
 EE1125_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1125_SP_SET: CULVERT
 EE1125_STAMPING: A 244 1947
 EE1125_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1125
 EE1125  HISTORY     - Date     Condition        Report By
 EE1125  HISTORY     - 1947     MONUMENTED       CGS
 EE1125
 EE1125                          STATION DESCRIPTION
 EE1125
 EE1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1125'3.4 MI W FROM SANDROCK.
 EE1125'ABOUT 2.35 MILES WEST ALONG A COUNTY ROAD FROM THE BAPTIST CHURCH
 EE1125'AT SANDROCK, THENCE ABOUT 1.1 MILES WEST ALONG THE
 EE1125'COLLINSVILLE-LEESBURG COUNTY HIGHWAY, ABOUT 0.15 MILE EAST OF
 EE1125'A NEW CONCRETE BLOCK CHURCH ON THE SOUTH SIDE OF THE HIGHWAY,
 EE1125'IN THE NORTHEAST ANGLE OF THE T JUNCTION OF A DIM ROAD LEADING
 EE1125'NORTH, SET IN THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A
 EE1125'30-INCH CONCRETE PIPE CULVERT UNDER HIGHWAY, 22 FEET NORTH OF THE
 EE1125'CENTER LINE OF THE COUNTY HIGHWAY, 23 FEET EAST OF THE CENTER
 EE1125'LINE OF THE DIM ROAD NORTH, ABOUT 0.5 FOOT BELOW THE HIGHWAY
 EE1125'AND SET IN A DRILL HOLE.  NOTE-- MARK MAY BE REACHED FROM THE
 EE1125'ALABAMA GREAT SOUTHERN RAILROAD STATION AT COLLINSVILLE BY GOING
 EE1125'ABOUT 0.1 MILE SOUTHEAST, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG
 EE1125'BLACK TOP STREETS, THENCE ABOUT 2.4 MILES EAST ALONG THE
 EE1125'COLLINSVILLE-LEESBURG COUNTY HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1144 ***********************************************************************
 EE1144  DESIGNATION -  A 245
 EE1144  PID         -  EE1144
 EE1144  STATE/COUNTY-  AL/DE KALB
 EE1144  USGS QUAD   -  FORT PAYNE (1983)
 EE1144
 EE1144                         *CURRENT SURVEY CONTROL
 EE1144  ___________________________________________________________________
 EE1144* NAD 83(1986)-  34 25 30.     (N)    085 43 13.     (W)     SCALED    
 EE1144* NAVD 88     -       404.151  (meters)    1325.95   (feet)  ADJUSTED  
 EE1144  ___________________________________________________________________
 EE1144  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 EE1144  DYNAMIC HT  -         403.735 (meters)    1324.59  (feet)  COMP
 EE1144  MODELED GRAV-     979,592.9   (mgal)                       NAVD 88
 EE1144
 EE1144  VERT ORDER  -  SECOND    CLASS 0
 EE1144
 EE1144.The horizontal coordinates were scaled from a topographic map and have
 EE1144.an estimated accuracy of +/- 6 seconds.
 EE1144
 EE1144.The orthometric height was determined by differential leveling
 EE1144.and adjusted by the National Geodetic Survey in June 1991..
 EE1144
 EE1144.The geoid height was determined by GEOID03.
 EE1144
 EE1144.The dynamic height is computed by dividing the NAVD 88
 EE1144.geopotential number by the normal gravity value computed on the
 EE1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1144.degrees latitude (g = 980.6199 gals.).
 EE1144
 EE1144.The modeled gravity was interpolated from observed gravity values.
 EE1144
 EE1144;                    North         East    Units  Estimated Accuracy
 EE1144;SPC AL E     -   435,250.      210,390.      MT  (+/- 180 meters Scaled)
 EE1144
 EE1144                          SUPERSEDED SURVEY CONTROL
 EE1144
 EE1144  NGVD 29 (??/??/92)  404.149  (m)         1325.95   (f) ADJ UNCH    2 0
 EE1144
 EE1144.Superseded values are not recommended for survey control.
 EE1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1144.See file dsdata.txt to determine how the superseded data were derived.
 EE1144
 EE1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD175100(NAD 83)
 EE1144_MARKER: DB = BENCH MARK DISK
 EE1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1144_STAMPING: A 245 1947
 EE1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1144+STABILITY: SURFACE MOTION
 EE1144
 EE1144  HISTORY     - Date     Condition        Report By
 EE1144  HISTORY     - 1947     MONUMENTED       CGS
 EE1144  HISTORY     - 1949     GOOD             NGS
 EE1144
 EE1144                          STATION DESCRIPTION
 EE1144
 EE1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1144'1.5 MI SE FROM FORT PAYNE.
 EE1144'ABOUT 0.55 MILE SOUTHEAST ALONG FIRST STREET FROM THE COURT HOUSE
 EE1144'AT FORT PAYNE, THENCE ABOUT 0.95 MILE SOUTH AND EAST ALONG A
 EE1144'MOUNTAIN ROAD LEADING TO ADAMSBURG, AT THE 1ST HORSE-SHOE TURN IN
 EE1144'THE ROAD EAST OF FORT PAYNE, SOUTHEAST OF THE ROAD AT THE CURVE
 EE1144'WITH TANGENTS NORTH AND NORTHWEST, 37 FEET SOUTHEAST OF THE CENTER
 EE1144'LINE OF THE ROAD AT THE CENTER OF THE CURVE, 12 FEET EAST OF A
 EE1144'TRIANGULAR BLAZED 20-INCH OAK TREE, 19 FEET NORTHWEST OF A TRIANGULAR
 EE1144'BLAZED 15-INCH OAK TREE, 1.5 FEET NORTHWEST OF A WHITE WOODEN
 EE1144'WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 EE1144'CONCRETE POST PROJECTING 5 INCHES.
 EE1144
 EE1144                          STATION RECOVERY (1949)
 EE1144
 EE1144'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 EE1144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1993 ***********************************************************************
 DG1993  DESIGNATION -  A 246 RESET
 DG1993  PID         -  DG1993
 DG1993  STATE/COUNTY-  AL/CALHOUN
 DG1993  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG1993
 DG1993                         *CURRENT SURVEY CONTROL
 DG1993  ___________________________________________________________________
 DG1993* NAD 83(1986)-  33 49 27.     (N)    085 45 50.     (W)     SCALED    
 DG1993* NAVD 88     -       216.65   (meters)     710.8    (feet)  RESET     
 DG1993  ___________________________________________________________________
 DG1993  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DG1993
 DG1993  VERT ORDER  -  THIRD
 DG1993
 DG1993.The horizontal coordinates were scaled from a topographic map and have
 DG1993.an estimated accuracy of +/- 6 seconds.
 DG1993
 DG1993.The orthometric height was computed from unverified reset data.
 DG1993
 DG1993.The geoid height was determined by GEOID03.
 DG1993
 DG1993;                    North         East    Units  Estimated Accuracy
 DG1993;SPC AL E     -   368,600.      206,430.      MT  (+/- 180 meters Scaled)
 DG1993
 DG1993                          SUPERSEDED SURVEY CONTROL
 DG1993
 DG1993.No superseded survey control is available for this station.
 DG1993
 DG1993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC143433(NAD 83)
 DG1993_MARKER: DD = SURVEY DISK
 DG1993_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1993_SP_SET: CURB
 DG1993_STAMPING: A 246 1951
 DG1993_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1993
 DG1993  HISTORY     - Date     Condition        Report By
 DG1993  HISTORY     - 1951     MONUMENTED       ALHD
 DG1993  HISTORY     - 1951     SEE DESCRIPTION  NGS
 DG1993
 DG1993                          STATION DESCRIPTION
 DG1993
 DG1993'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 DG1993'AT JACKSONVILLE.
 DG1993'A 246 RESET-- AT JACKSONVILLE, CALHOUN COUNTY, 0.7 MILE NORTH ALONG
 DG1993'STATE HIGHWAY 11 FROM THE POST OFFICE, AT THE ENTRANCE TO THE
 DG1993'JACKSONVILLE STATE TEACHERS COLLEGE, 91 FEET WEST OF THE CENTER
 DG1993'LINE OF THE HIGHWAY, AND IN THE TOP OF THE NORTH CURB OF THE
 DG1993'ENTRANCE DRIVE.  A STANDARD DISK, STAMPED A 246 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2038 ***********************************************************************
 DG2038  DESIGNATION -  A 248
 DG2038  PID         -  DG2038
 DG2038  STATE/COUNTY-  AL/CALHOUN
 DG2038  USGS QUAD   -  CHOCCOLOCCO (1983)
 DG2038
 DG2038                         *CURRENT SURVEY CONTROL
 DG2038  ___________________________________________________________________
 DG2038* NAD 83(1986)-  33 40 29.     (N)    085 40 11.     (W)     SCALED    
 DG2038* NAVD 88     -       221.910  (meters)     728.05   (feet)  ADJUSTED  
 DG2038  ___________________________________________________________________
 DG2038  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG2038  DYNAMIC HT  -         221.670 (meters)     727.26  (feet)  COMP
 DG2038  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 DG2038
 DG2038  VERT ORDER  -  SECOND    CLASS 0
 DG2038
 DG2038.The horizontal coordinates were scaled from a topographic map and have
 DG2038.an estimated accuracy of +/- 6 seconds.
 DG2038
 DG2038.The orthometric height was determined by differential leveling
 DG2038.and adjusted by the National Geodetic Survey in June 1991..
 DG2038
 DG2038.The geoid height was determined by GEOID03.
 DG2038
 DG2038.The dynamic height is computed by dividing the NAVD 88
 DG2038.geopotential number by the normal gravity value computed on the
 DG2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2038.degrees latitude (g = 980.6199 gals.).
 DG2038
 DG2038.The modeled gravity was interpolated from observed gravity values.
 DG2038
 DG2038;                    North         East    Units  Estimated Accuracy
 DG2038;SPC AL E     -   352,040.      215,170.      MT  (+/- 180 meters Scaled)
 DG2038
 DG2038                          SUPERSEDED SURVEY CONTROL
 DG2038
 DG2038  NGVD 29 (??/??/92)  221.842  (m)          727.83   (f) ADJ UNCH    2 0
 DG2038
 DG2038.Superseded values are not recommended for survey control.
 DG2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2038.See file dsdata.txt to determine how the superseded data were derived.
 DG2038
 DG2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC233268(NAD 83)
 DG2038_MARKER: DB = BENCH MARK DISK
 DG2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2038_STAMPING: A 248 1948
 DG2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2038+STABILITY: SURFACE MOTION
 DG2038
 DG2038  HISTORY     - Date     Condition        Report By
 DG2038  HISTORY     - 1948     MONUMENTED       CGS
 DG2038
 DG2038                          STATION DESCRIPTION
 DG2038
 DG2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2038'0.6 MI NW FROM IRON CITY.
 DG2038'ABOUT 0.6 MILE NORTHWEST ALONG THE WHITE PLAINS ROAD FROM THE
 DG2038'SOUTHERN RAILWAY STATION AT IRON CITY, ABOUT 0.3 MILE NORTHWEST
 DG2038'OF A SMALL CEMETERY ON THE SOUTHWEST SIDE OF THE ROAD, ABOUT
 DG2038'80 YARDS SOUTHEAST OF THE CROSSING OF A MULTIPLE TELEPHONE
 DG2038'LINE, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET
 DG2038'NORTHEAST OF THE FIRST POLE ON THE SOUTHWEST SIDE OF THE ROAD
 DG2038'SOUTHEAST OF THE CROSSING OF THE POWER LINE, 76 FEET WEST AND
 DG2038'ACROSS THE ROAD FROM THE SOUTH CORNER OF A FARM HOUSE, 2 FEET
 DG2038'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DG2038'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1845 ***********************************************************************
 DG1845  DESIGNATION -  A 249
 DG1845  PID         -  DG1845
 DG1845  STATE/COUNTY-  AL/CLEBURNE
 DG1845  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1845
 DG1845                         *CURRENT SURVEY CONTROL
 DG1845  ___________________________________________________________________
 DG1845* NAD 83(1986)-  33 34 28.     (N)    085 40 10.     (W)     SCALED    
 DG1845* NAVD 88     -       302.055  (meters)     990.99   (feet)  ADJUSTED  
 DG1845  ___________________________________________________________________
 DG1845  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG1845  DYNAMIC HT  -         301.722 (meters)     989.90  (feet)  COMP
 DG1845  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 DG1845
 DG1845  VERT ORDER  -  SECOND    CLASS 0
 DG1845
 DG1845.The horizontal coordinates were scaled from a topographic map and have
 DG1845.an estimated accuracy of +/- 6 seconds.
 DG1845
 DG1845.The orthometric height was determined by differential leveling
 DG1845.and adjusted by the National Geodetic Survey in June 1991..
 DG1845
 DG1845.The geoid height was determined by GEOID03.
 DG1845
 DG1845.The dynamic height is computed by dividing the NAVD 88
 DG1845.geopotential number by the normal gravity value computed on the
 DG1845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1845.degrees latitude (g = 980.6199 gals.).
 DG1845
 DG1845.The modeled gravity was interpolated from observed gravity values.
 DG1845
 DG1845;                    North         East    Units  Estimated Accuracy
 DG1845;SPC AL E     -   340,920.      215,220.      MT  (+/- 180 meters Scaled)
 DG1845
 DG1845                          SUPERSEDED SURVEY CONTROL
 DG1845
 DG1845  NGVD 29 (??/??/92)  301.986  (m)          990.77   (f) ADJ UNCH    2 0
 DG1845
 DG1845.Superseded values are not recommended for survey control.
 DG1845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1845.See file dsdata.txt to determine how the superseded data were derived.
 DG1845
 DG1845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC234157(NAD 83)
 DG1845_MARKER: DB = BENCH MARK DISK
 DG1845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1845_STAMPING: A 249 1948
 DG1845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1845+STABILITY: SURFACE MOTION
 DG1845
 DG1845  HISTORY     - Date     Condition        Report By
 DG1845  HISTORY     - 1948     MONUMENTED       CGS
 DG1845
 DG1845                          STATION DESCRIPTION
 DG1845
 DG1845'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1845'2.6 MI NW FROM CHULAFINNEE.
 DG1845'ABOUT 2.6 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE BAPTIST
 DG1845'CHURCH AT CHULAFINNEE, ABOUT 0.55 MILE NORTHWEST OF THE LIBERTY
 DG1845'HILL CHURCH AND CEMETERY, AT THE TOP OF A GRADE AND AT THE
 DG1845'SOUTHEAST END OF A CUT, AT THE JUNCTION OF A PRIVATE ROAD LEADING
 DG1845'NORTH TO A FARM HOUSE, 60 FEET NORTHEAST OF THE CENTER LINE OF
 DG1845'THE HIGHWAY, 19 FEET WEST OF THE CENTER LINE OF THE PRIVATE
 DG1845'ROAD, 7.5 FEET SOUTHWEST OF A FENCE LINE, 9.5 FEET WEST OF A
 DG1845'6-INCH PINE AT A FENCE CORNER, 2 FEET SOUTHEAST OF A WHITE
 DG1845'WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE
 DG1845'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1224 ***********************************************************************
 BT1224  DESIGNATION -  A 25
 BT1224  PID         -  BT1224
 BT1224  STATE/COUNTY-  AL/DALE
 BT1224  USGS QUAD   -  PINCKARD (1981)
 BT1224
 BT1224                         *CURRENT SURVEY CONTROL
 BT1224  ___________________________________________________________________
 BT1224* NAD 83(1986)-  31 21 02.     (N)    085 35 51.     (W)     SCALED    
 BT1224* NAVD 88     -        54.008  (meters)     177.19   (feet)  ADJUSTED  
 BT1224  ___________________________________________________________________
 BT1224  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BT1224  DYNAMIC HT  -          53.942 (meters)     176.97  (feet)  COMP
 BT1224  MODELED GRAV-     979,425.6   (mgal)                       NAVD 88
 BT1224
 BT1224  VERT ORDER  -  SECOND    CLASS 0
 BT1224
 BT1224.The horizontal coordinates were scaled from a topographic map and have
 BT1224.an estimated accuracy of +/- 6 seconds.
 BT1224
 BT1224.The orthometric height was determined by differential leveling
 BT1224.and adjusted by the National Geodetic Survey in June 1991..
 BT1224.WARNING-Repeat measurements at this control monument indicate possible
 BT1224.vertical movement.
 BT1224
 BT1224.The geoid height was determined by GEOID03.
 BT1224
 BT1224.The dynamic height is computed by dividing the NAVD 88
 BT1224.geopotential number by the normal gravity value computed on the
 BT1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1224.degrees latitude (g = 980.6199 gals.).
 BT1224
 BT1224.The modeled gravity was interpolated from observed gravity values.
 BT1224
 BT1224;                    North         East    Units  Estimated Accuracy
 BT1224;SPC AL E     -    94,320.      222,440.      MT  (+/- 180 meters Scaled)
 BT1224
 BT1224                          SUPERSEDED SURVEY CONTROL
 BT1224
 BT1224  NGVD 29 (??/??/92)   54.079  (m)          177.42   (f) ADJ UNCH    2 0
 BT1224
 BT1224.Superseded values are not recommended for survey control.
 BT1224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1224.See file dsdata.txt to determine how the superseded data were derived.
 BT1224
 BT1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV334693(NAD 83)
 BT1224_MARKER: DB = BENCH MARK DISK
 BT1224_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT1224_SP_SET: PIER
 BT1224_STAMPING: A 25 1934
 BT1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1224
 BT1224  HISTORY     - Date     Condition        Report By
 BT1224  HISTORY     - 1934     MONUMENTED       CGS
 BT1224  HISTORY     - 1965     GOOD             DMA
 BT1224
 BT1224                          STATION DESCRIPTION
 BT1224
 BT1224'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1224'AT WATERFORD.
 BT1224'AT WATERFORD, DALE COUNTY, ON THE ATLANTIC COAST LINE RAILROAD,
 BT1224'0.6 MILE SOUTH OF MILEPOST S 310, AT THE BRIDGE OVER CHOCTAWHATCHEE
 BT1224'RIVER, IN THE TOP OF THE SOUTH PIER, AND 3 FEET WEST OF THE EAST
 BT1224'END.  A STANDARD DISK, STAMPED A 25 1934.  RECOVERED AS DESCRIBED-AMS
 BT1224'REPORT 1965.
 BT1224
 BT1224                          STATION RECOVERY (1965)
 BT1224
 BT1224'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1224'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1671 ***********************************************************************
 DG1671  DESIGNATION -  A 250
 DG1671  PID         -  DG1671
 DG1671  STATE/COUNTY-  AL/CLAY
 DG1671  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG1671
 DG1671                         *CURRENT SURVEY CONTROL
 DG1671  ___________________________________________________________________
 DG1671* NAD 83(1986)-  33 27 59.     (N)    085 49 00.     (W)     SCALED    
 DG1671* NAVD 88     -       446.185  (meters)    1463.86   (feet)  ADJUSTED  
 DG1671  ___________________________________________________________________
 DG1671  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DG1671  DYNAMIC HT  -         445.687 (meters)    1462.22  (feet)  COMP
 DG1671  MODELED GRAV-     979,507.0   (mgal)                       NAVD 88
 DG1671
 DG1671  VERT ORDER  -  SECOND    CLASS 0
 DG1671
 DG1671.The horizontal coordinates were scaled from a topographic map and have
 DG1671.an estimated accuracy of +/- 6 seconds.
 DG1671
 DG1671.The orthometric height was determined by differential leveling
 DG1671.and adjusted by the National Geodetic Survey in June 1991..
 DG1671
 DG1671.The geoid height was determined by GEOID03.
 DG1671
 DG1671.The dynamic height is computed by dividing the NAVD 88
 DG1671.geopotential number by the normal gravity value computed on the
 DG1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1671.degrees latitude (g = 980.6199 gals.).
 DG1671
 DG1671.The modeled gravity was interpolated from observed gravity values.
 DG1671
 DG1671;                    North         East    Units  Estimated Accuracy
 DG1671;SPC AL E     -   328,920.      201,550.      MT  (+/- 180 meters Scaled)
 DG1671
 DG1671                          SUPERSEDED SURVEY CONTROL
 DG1671
 DG1671  NGVD 29 (??/??/92)  446.107  (m)         1463.60   (f) ADJ UNCH    2 0
 DG1671
 DG1671.Superseded values are not recommended for survey control.
 DG1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1671.See file dsdata.txt to determine how the superseded data were derived.
 DG1671
 DG1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC099036(NAD 83)
 DG1671_MARKER: DB = BENCH MARK DISK
 DG1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1671_STAMPING: A 250 1948
 DG1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1671+STABILITY: SURFACE MOTION
 DG1671
 DG1671  HISTORY     - Date     Condition        Report By
 DG1671  HISTORY     - 1948     MONUMENTED       CGS
 DG1671
 DG1671                          STATION DESCRIPTION
 DG1671
 DG1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1671'12.4 MI E FROM MUNFORD.
 DG1671'ABOUT 12.35 MILES SOUTHEAST AND EAST ALONG A ROAD LEADING TO
 DG1671'CHEAHA LOOKOUT TOWER VIA HOPEWELL AND LAKE CHEAHA, ABOUT 0.75
 DG1671'MILE SOUTHEAST OF LAKE CHEAHA, ABOUT 0.45 MILE NORTHWEST OF THE
 DG1671'SOUTH END OF A HAIRPIN CURVE, ACROSS THE ROAD AND THE OLD ROAD
 DG1671'BED FROM A 12-FOOT BENCH CUT, 56 FEET WEST OF THE CENTER LINE OF
 DG1671'THE ROAD, 18 FEET SOUTH-SOUTHEAST OF A 24-INCH BLAZED OAK TREE,
 DG1671'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 DG1671'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DG1671'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1107 ***********************************************************************
 EE1107  DESIGNATION -  A 251
 EE1107  PID         -  EE1107
 EE1107  STATE/COUNTY-  AL/CHEROKEE
 EE1107  USGS QUAD   -  CEDAR BLUFF (1986)
 EE1107
 EE1107                         *CURRENT SURVEY CONTROL
 EE1107  ___________________________________________________________________
 EE1107* NAD 83(1986)-  34 12 57.     (N)    085 36 40.     (W)     SCALED    
 EE1107* NAVD 88     -       175.052  (meters)     574.32   (feet)  ADJUSTED  
 EE1107  ___________________________________________________________________
 EE1107  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE1107  DYNAMIC HT  -         174.873 (meters)     573.73  (feet)  COMP
 EE1107  MODELED GRAV-     979,606.0   (mgal)                       NAVD 88
 EE1107
 EE1107  VERT ORDER  -  SECOND    CLASS 0
 EE1107
 EE1107.The horizontal coordinates were scaled from a topographic map and have
 EE1107.an estimated accuracy of +/- 6 seconds.
 EE1107
 EE1107.The orthometric height was determined by differential leveling
 EE1107.and adjusted by the National Geodetic Survey in June 1991..
 EE1107
 EE1107.The geoid height was determined by GEOID03.
 EE1107
 EE1107.The dynamic height is computed by dividing the NAVD 88
 EE1107.geopotential number by the normal gravity value computed on the
 EE1107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1107.degrees latitude (g = 980.6199 gals.).
 EE1107
 EE1107.The modeled gravity was interpolated from observed gravity values.
 EE1107
 EE1107;                    North         East    Units  Estimated Accuracy
 EE1107;SPC AL E     -   412,070.      220,480.      MT  (+/- 180 meters Scaled)
 EE1107
 EE1107                          SUPERSEDED SURVEY CONTROL
 EE1107
 EE1107  NGVD 29 (??/??/92)  175.018  (m)          574.20   (f) ADJ UNCH    2 0
 EE1107
 EE1107.Superseded values are not recommended for survey control.
 EE1107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1107.See file dsdata.txt to determine how the superseded data were derived.
 EE1107
 EE1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC279869(NAD 83)
 EE1107_MARKER: DB = BENCH MARK DISK
 EE1107_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1107_SP_SET: CONCRETE FOUNDATION
 EE1107_STAMPING: A 251 1947
 EE1107_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1107
 EE1107  HISTORY     - Date     Condition        Report By
 EE1107  HISTORY     - 1947     MONUMENTED       CGS
 EE1107
 EE1107                          STATION DESCRIPTION
 EE1107
 EE1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1107'0.3 MI SW FROM CEDAR BLUFF.
 EE1107'ABOUT 0.3 MILE SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE BANK
 EE1107'BUILDING AT CEDAR BLUFF, AT THE NORTHEAST END OF THE JOHN PELHAM
 EE1107'BRIDGE OVER THE COOSA RIVER, SET IN THE TOP OF THE CONCRETE
 EE1107'FOUNDATION OF THE SOUTHEAST BRIDGE RAILING, 10.2 FEET SOUTHEAST OF
 EE1107'THE CENTER LINE OF THE HIGHWAY AND 0.7 FOOT ABOVE THE HIGHWAY
 EE1107'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1468 ***********************************************************************
 EE1468  DESIGNATION -  A 252
 EE1468  PID         -  EE1468
 EE1468  STATE/COUNTY-  AL/CHEROKEE
 EE1468  USGS QUAD   -  MELSON (1982)
 EE1468
 EE1468                         *CURRENT SURVEY CONTROL
 EE1468  ___________________________________________________________________
 EE1468* NAD 83(1986)-  34 13 32.     (N)    085 29 05.     (W)     SCALED    
 EE1468* NAVD 88     -       183.092  (meters)     600.69   (feet)  ADJUSTED  
 EE1468  ___________________________________________________________________
 EE1468  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE1468  DYNAMIC HT  -         182.904 (meters)     600.08  (feet)  COMP
 EE1468  MODELED GRAV-     979,603.7   (mgal)                       NAVD 88
 EE1468
 EE1468  VERT ORDER  -  SECOND    CLASS 0
 EE1468
 EE1468.The horizontal coordinates were scaled from a topographic map and have
 EE1468.an estimated accuracy of +/- 6 seconds.
 EE1468
 EE1468.The orthometric height was determined by differential leveling
 EE1468.and adjusted by the National Geodetic Survey in June 1991..
 EE1468
 EE1468.The geoid height was determined by GEOID03.
 EE1468
 EE1468.The dynamic height is computed by dividing the NAVD 88
 EE1468.geopotential number by the normal gravity value computed on the
 EE1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1468.degrees latitude (g = 980.6199 gals.).
 EE1468
 EE1468.The modeled gravity was interpolated from observed gravity values.
 EE1468
 EE1468;                    North         East    Units  Estimated Accuracy
 EE1468;SPC AL E     -   413,180.      232,120.      MT  (+/- 180 meters Scaled)
 EE1468
 EE1468                          SUPERSEDED SURVEY CONTROL
 EE1468
 EE1468  NGVD 29 (??/??/92)  183.060  (m)          600.59   (f) ADJ UNCH    2 0
 EE1468
 EE1468.Superseded values are not recommended for survey control.
 EE1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1468.See file dsdata.txt to determine how the superseded data were derived.
 EE1468
 EE1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC395882(NAD 83)
 EE1468_MARKER: DB = BENCH MARK DISK
 EE1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1468_STAMPING: A 252 1947
 EE1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1468+STABILITY: SURFACE MOTION
 EE1468
 EE1468  HISTORY     - Date     Condition        Report By
 EE1468  HISTORY     - 1947     MONUMENTED       CGS
 EE1468
 EE1468                          STATION DESCRIPTION
 EE1468
 EE1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1468'1 MI S FROM FARILL.
 EE1468'ABOUT 1.05 MILES SOUTH ALONG POOLES FERRY ROAD FROM THE CROSSING
 EE1468'OF THE SOUTHERN RAILWAY AT FARILL, AT A SLIGHT CURVE IN THE ROAD,
 EE1468'20 FEET SOUTHEAST OF A LONE 18-INCH PINE TREE, 177 FEET SOUTHWEST
 EE1468'OF THE SOUTHWEST CORNER OF AN UNPAINTED ABANDONED FARM HOUSE,
 EE1468'27 FEET EAST OF THE CENTER LINE OF THE ROAD, 97 FEET NORTH-NORTHEAST
 EE1468'OF A POWER POLE AT A DIRECTIONAL CHANGE IN THE COURSE OF THE
 EE1468'POWER LINE, 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 EE1468'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 EE1468'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1150 ***********************************************************************
 EE1150  DESIGNATION -  A 253
 EE1150  PID         -  EE1150
 EE1150  STATE/COUNTY-  AL/DE KALB
 EE1150  USGS QUAD   -  FORT PAYNE (1983)
 EE1150
 EE1150                         *CURRENT SURVEY CONTROL
 EE1150  ___________________________________________________________________
 EE1150* NAD 83(1986)-  34 24 02.     (N)    085 38 36.     (W)     SCALED    
 EE1150* NAVD 88     -       401.974  (meters)    1318.81   (feet)  ADJUSTED  
 EE1150  ___________________________________________________________________
 EE1150  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 EE1150  DYNAMIC HT  -         401.558 (meters)    1317.44  (feet)  COMP
 EE1150  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 EE1150
 EE1150  VERT ORDER  -  SECOND    CLASS 0
 EE1150
 EE1150.The horizontal coordinates were scaled from a topographic map and have
 EE1150.an estimated accuracy of +/- 6 seconds.
 EE1150
 EE1150.The orthometric height was determined by differential leveling
 EE1150.and adjusted by the National Geodetic Survey in June 1991..
 EE1150
 EE1150.The geoid height was determined by GEOID03.
 EE1150
 EE1150.The dynamic height is computed by dividing the NAVD 88
 EE1150.geopotential number by the normal gravity value computed on the
 EE1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1150.degrees latitude (g = 980.6199 gals.).
 EE1150
 EE1150.The modeled gravity was interpolated from observed gravity values.
 EE1150
 EE1150;                    North         East    Units  Estimated Accuracy
 EE1150;SPC AL E     -   432,550.      217,470.      MT  (+/- 180 meters Scaled)
 EE1150
 EE1150                          SUPERSEDED SURVEY CONTROL
 EE1150
 EE1150  NGVD 29 (??/??/92)  401.959  (m)         1318.76   (f) ADJ UNCH    2 0
 EE1150
 EE1150.Superseded values are not recommended for survey control.
 EE1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1150.See file dsdata.txt to determine how the superseded data were derived.
 EE1150
 EE1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD246074(NAD 83)
 EE1150_MARKER: DB = BENCH MARK DISK
 EE1150_SETTING: 66 = SET IN ROCK OUTCROP
 EE1150_SP_SET: ROCK OUTCROP
 EE1150_STAMPING: A 253 1948
 EE1150_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1150+STABILITY: POSITION/ELEVATION WELL
 EE1150
 EE1150  HISTORY     - Date     Condition        Report By
 EE1150  HISTORY     - 1948     MONUMENTED       CGS
 EE1150  HISTORY     - 1949     GOOD             NGS
 EE1150
 EE1150                          STATION DESCRIPTION
 EE1150
 EE1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1150'2.1 MI SE FROM ADAMSBURG.
 EE1150'ABOUT 2.1 MILES SOUTHEAST ALONG A ROAD TO BLANCHE FROM THE SCHOOL
 EE1150'AT ADAMSBURG, ABOUT 0.95 MILE EAST OF MT. CARMEL CHURCH, ABOUT
 EE1150'0.4 MILE SOUTHWEST OF A BRIDGE OVER A CREEK, ABOUT 0.15 MILE
 EE1150'SOUTHWEST OF THE INTERSECTION OF A NORTHWEST-SOUTHEAST HIGHWAY NOW
 EE1150'UNDER CONSTRUCTION, ABOUT 63 YARDS SOUTHWEST OF THE CENTER OF
 EE1150'A JUNCTION OF A DIM ROAD LEADING SOUTH ALONG THE EDGE OF A
 EE1150'CULTIVATED FIELD, 246 FEET EAST OF THE FIRST POWER POLE WEST OF
 EE1150'POWER POLE NO. 95, ABOUT 238 FEET NORTHEAST OF A
 EE1150'NORTHWEST-SOUTHEAST POWER LINE CROSSING OVER THE ROAD, 67 FEET
 EE1150'NORTHEAST OF A SMALL TRIANGULAR BLAZED TWIN TRUNK PINE TREE, 19
 EE1150'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 55 FEET NORTHEAST
 EE1150'OF THE CENTER LINE OF A DIM WOODS ROAD LEADING NORTHWEST, SET IN
 EE1150'THE TOP OF AN OUTCROPPING LEDGE OF SANDSTONE, AND ABOUT 1 FOOT
 EE1150'ABOVE THE ROAD.
 EE1150
 EE1150                          STATION RECOVERY (1949)
 EE1150
 EE1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 EE1150'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1376 ***********************************************************************
 DG1376  DESIGNATION -  A 254
 DG1376  PID         -  DG1376
 DG1376  STATE/COUNTY-  AL/CLEBURNE
 DG1376  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG1376
 DG1376                         *CURRENT SURVEY CONTROL
 DG1376  ___________________________________________________________________
 DG1376* NAD 83(1986)-  33 55 25.     (N)    085 29 22.     (W)     SCALED    
 DG1376* NAVD 88     -       242.298  (meters)     794.94   (feet)  ADJUSTED  
 DG1376  ___________________________________________________________________
 DG1376  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1376  DYNAMIC HT  -         242.042 (meters)     794.10  (feet)  COMP
 DG1376  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 DG1376
 DG1376  VERT ORDER  -  FIRST     CLASS II
 DG1376
 DG1376.The horizontal coordinates were scaled from a topographic map and have
 DG1376.an estimated accuracy of +/- 6 seconds.
 DG1376
 DG1376.The orthometric height was determined by differential leveling
 DG1376.and adjusted by the National Geodetic Survey in June 1991..
 DG1376
 DG1376.The geoid height was determined by GEOID03.
 DG1376
 DG1376.The dynamic height is computed by dividing the NAVD 88
 DG1376.geopotential number by the normal gravity value computed on the
 DG1376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1376.degrees latitude (g = 980.6199 gals.).
 DG1376
 DG1376.The modeled gravity was interpolated from observed gravity values.
 DG1376
 DG1376;                    North         East    Units  Estimated Accuracy
 DG1376;SPC AL E     -   379,690.      231,800.      MT  (+/- 180 meters Scaled)
 DG1376
 DG1376                          SUPERSEDED SURVEY CONTROL
 DG1376
 DG1376  NGVD 29 (??/??/92)  242.231  (m)          794.72   (f) ADJ UNCH    1 2
 DG1376
 DG1376.Superseded values are not recommended for survey control.
 DG1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1376.See file dsdata.txt to determine how the superseded data were derived.
 DG1376
 DG1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC396547(NAD 83)
 DG1376_MARKER: DB = BENCH MARK DISK
 DG1376_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1376_SP_SET: BRIDGE WALL
 DG1376_STAMPING: A 254 1948
 DG1376_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1376
 DG1376  HISTORY     - Date     Condition        Report By
 DG1376  HISTORY     - 1948     MONUMENTED       CGS
 DG1376
 DG1376                          STATION DESCRIPTION
 DG1376
 DG1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1376'1.2 MI SW FROM BORDEN SPRINGS.
 DG1376'ABOUT 1.2 MILES SOUTHWEST ALONG THE SEABOARD AIRLINE RAILWAY
 DG1376'FROM THE STATION AT BORDEN SPRINGS, ABOUT 0.2 MILE WEST OF MILE
 DG1376'POST 647, ABOUT 0.4 MILE EAST OF A PRIVATE ROAD CROSSING, SET IN
 DG1376'THE TOP OF THE NORTH END OF THE BACK WALL OF THE WEST CONCRETE
 DG1376'ABUTMENT OF BRIDGE NO. 647.2 OVER TERAPIN CREEK, 5 FEET NORTH
 DG1376'OF THE NORTH RAIL OF THE TRACK AND ABOUT 1 FOOT BELOW THE
 DG1376'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1350 ***********************************************************************
 DG1350  DESIGNATION -  A 255
 DG1350  PID         -  DG1350
 DG1350  STATE/COUNTY-  AL/CHEROKEE
 DG1350  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG1350
 DG1350                         *CURRENT SURVEY CONTROL
 DG1350  ___________________________________________________________________
 DG1350* NAD 83(1986)-  33 59 53.     (N)    085 25 33.     (W)     SCALED    
 DG1350* NAVD 88     -       262.781  (meters)     862.14   (feet)  ADJUSTED  
 DG1350  ___________________________________________________________________
 DG1350  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DG1350  DYNAMIC HT  -         262.504 (meters)     861.23  (feet)  COMP
 DG1350  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 DG1350
 DG1350  VERT ORDER  -  SECOND    CLASS 0
 DG1350
 DG1350.The horizontal coordinates were scaled from a topographic map and have
 DG1350.an estimated accuracy of +/- 6 seconds.
 DG1350
 DG1350.The orthometric height was determined by differential leveling
 DG1350.and adjusted by the National Geodetic Survey in June 1991..
 DG1350
 DG1350.The geoid height was determined by GEOID03.
 DG1350
 DG1350.The dynamic height is computed by dividing the NAVD 88
 DG1350.geopotential number by the normal gravity value computed on the
 DG1350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1350.degrees latitude (g = 980.6199 gals.).
 DG1350
 DG1350.The modeled gravity was interpolated from observed gravity values.
 DG1350
 DG1350;                    North         East    Units  Estimated Accuracy
 DG1350;SPC AL E     -   387,960.      237,650.      MT  (+/- 180 meters Scaled)
 DG1350
 DG1350                          SUPERSEDED SURVEY CONTROL
 DG1350
 DG1350  NGVD 29 (??/??/92)  262.705  (m)          861.89   (f) ADJ UNCH    2 0
 DG1350
 DG1350.Superseded values are not recommended for survey control.
 DG1350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1350.See file dsdata.txt to determine how the superseded data were derived.
 DG1350
 DG1350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC453630(NAD 83)
 DG1350_MARKER: DB = BENCH MARK DISK
 DG1350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1350_STAMPING: A 255 1948
 DG1350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1350+STABILITY: SURFACE MOTION
 DG1350
 DG1350  HISTORY     - Date     Condition        Report By
 DG1350  HISTORY     - 1948     MONUMENTED       CGS
 DG1350
 DG1350                          STATION DESCRIPTION
 DG1350
 DG1350'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1350'1.1 MI SE FROM BLUFFTON.
 DG1350'ABOUT 1.1 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE SIGN
 DG1350'AT BLUFFTON, ABOUT 0.2 MILE EAST OF MILE POST 23, AT TECUMSEH
 DG1350'SIDING, ON THE SOUTH SIDE OF THE TRACKS BETWEEN THE STATION SIGN
 DG1350'AND A FLAG ARM POLE, 79 FEET EAST OF THE CENTER LINE OF A
 DG1350'ROAD CROSSING THE TRACKS, 24.5 FEET SOUTH OF THE SOUTH RAIL
 DG1350'OF THE MAIN TRACK, 4 FEET WEST OF THE STATION SIGN, 6 FEET EAST
 DG1350'OF THE FLAG ARM POLE, 11 FEET NORTHWEST OF A TELEGRAPH POLE,
 DG1350'1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DG1350'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1046 ***********************************************************************
 EE1046  DESIGNATION -  A 256
 EE1046  PID         -  EE1046
 EE1046  STATE/COUNTY-  AL/CHEROKEE
 EE1046  USGS QUAD   -  ELLISVILLE (1986)
 EE1046
 EE1046                         *CURRENT SURVEY CONTROL
 EE1046  ___________________________________________________________________
 EE1046* NAD 83(1986)-  34 05 24.     (N)    085 35 13.     (W)     SCALED    
 EE1046* NAVD 88     -       180.229  (meters)     591.30   (feet)  ADJUSTED  
 EE1046  ___________________________________________________________________
 EE1046  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE1046  DYNAMIC HT  -         180.041 (meters)     590.68  (feet)  COMP
 EE1046  MODELED GRAV-     979,588.3   (mgal)                       NAVD 88
 EE1046
 EE1046  VERT ORDER  -  SECOND    CLASS 0
 EE1046
 EE1046.The horizontal coordinates were scaled from a topographic map and have
 EE1046.an estimated accuracy of +/- 6 seconds.
 EE1046
 EE1046.The orthometric height was determined by differential leveling
 EE1046.and adjusted by the National Geodetic Survey in June 1991..
 EE1046
 EE1046.The geoid height was determined by GEOID03.
 EE1046
 EE1046.The dynamic height is computed by dividing the NAVD 88
 EE1046.geopotential number by the normal gravity value computed on the
 EE1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1046.degrees latitude (g = 980.6199 gals.).
 EE1046
 EE1046.The modeled gravity was interpolated from observed gravity values.
 EE1046
 EE1046;                    North         East    Units  Estimated Accuracy
 EE1046;SPC AL E     -   398,110.      222,740.      MT  (+/- 180 meters Scaled)
 EE1046
 EE1046                          SUPERSEDED SURVEY CONTROL
 EE1046
 EE1046  NGVD 29 (??/??/92)  180.166  (m)          591.09   (f) ADJ UNCH    2 0
 EE1046
 EE1046.Superseded values are not recommended for survey control.
 EE1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1046.See file dsdata.txt to determine how the superseded data were derived.
 EE1046
 EE1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC303730(NAD 83)
 EE1046_MARKER: DB = BENCH MARK DISK
 EE1046_SETTING: 66 = SET IN ROCK OUTCROP
 EE1046_SP_SET: LAYER OF LIMESTONE
 EE1046_STAMPING: A 256 1948
 EE1046_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1046+STABILITY: POSITION/ELEVATION WELL
 EE1046
 EE1046  HISTORY     - Date     Condition        Report By
 EE1046  HISTORY     - 1948     MONUMENTED       CGS
 EE1046
 EE1046                          STATION DESCRIPTION
 EE1046
 EE1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1046'1.4 MI S FROM BOMAR.
 EE1046'ABOUT 1.35 MILES SOUTH ALONG THE BOMAR-COLOMA ROAD FROM THE
 EE1046'JUNCTION OF U.S. HIGHWAY 411 AT BOMAR, ABOUT 2.35 MILES NORTH OF
 EE1046'THE CROSSROADS AT COLOMA, ON THE EAST SIDE OF THE ROAD, OPPOSITE
 EE1046'THE JUNCTION OF A ROAD LEADING NORTHWEST, ABOUT 0.3 MILE SOUTH OF
 EE1046'THE JUNCTION OF A ROAD LEADING EAST, 176 FEET NORTHEAST AND ACROSS
 EE1046'THE ROAD FROM THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 34 FEET
 EE1046'EAST OF THE CENTER LINE OF THE ROAD, 82 FEET NORTHEAST OF THE FIRST
 EE1046'POWER POLE, (WITH TRANSFORMER), ON THE EAST SIDE OF THE ROAD NORTH
 EE1046'OF THE POWER LINE CROSSING THE ROAD, 33.5 FEET NORTH OF A 12-INCH
 EE1046'TRIANGULAR BLAZED PINE TREE, SET IN THE TOP OF A LAYER OF
 EE1046'LIMESTONE IN AN OLD WOODS ROAD LEADING NORTHEAST, 8.5 FEET EAST
 EE1046'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1803 ***********************************************************************
 DG1803  DESIGNATION -  A 257
 DG1803  PID         -  DG1803
 DG1803  STATE/COUNTY-  AL/CALHOUN
 DG1803  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG1803
 DG1803                         *CURRENT SURVEY CONTROL
 DG1803  ___________________________________________________________________
 DG1803* NAD 83(1986)-  33 50 31.     (N)    085 48 31.     (W)     SCALED    
 DG1803* NAVD 88     -       201.891  (meters)     662.37   (feet)  ADJUSTED  
 DG1803  ___________________________________________________________________
 DG1803  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG1803  DYNAMIC HT  -         201.676 (meters)     661.67  (feet)  COMP
 DG1803  MODELED GRAV-     979,570.3   (mgal)                       NAVD 88
 DG1803
 DG1803  VERT ORDER  -  FIRST     CLASS II
 DG1803
 DG1803.The horizontal coordinates were scaled from a topographic map and have
 DG1803.an estimated accuracy of +/- 6 seconds.
 DG1803
 DG1803.The orthometric height was determined by differential leveling
 DG1803.and adjusted by the National Geodetic Survey in June 1991..
 DG1803
 DG1803.The geoid height was determined by GEOID03.
 DG1803
 DG1803.The dynamic height is computed by dividing the NAVD 88
 DG1803.geopotential number by the normal gravity value computed on the
 DG1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1803.degrees latitude (g = 980.6199 gals.).
 DG1803
 DG1803.The modeled gravity was interpolated from observed gravity values.
 DG1803
 DG1803;                    North         East    Units  Estimated Accuracy
 DG1803;SPC AL E     -   370,570.      202,290.      MT  (+/- 180 meters Scaled)
 DG1803
 DG1803                          SUPERSEDED SURVEY CONTROL
 DG1803
 DG1803  NGVD 29 (??/??/92)  201.822  (m)          662.14   (f) ADJ UNCH    1 2
 DG1803
 DG1803.Superseded values are not recommended for survey control.
 DG1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1803.See file dsdata.txt to determine how the superseded data were derived.
 DG1803
 DG1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC102452(NAD 83)
 DG1803_MARKER: DB = BENCH MARK DISK
 DG1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1803_STAMPING: A 257 1948
 DG1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1803+STABILITY: SURFACE MOTION
 DG1803
 DG1803  HISTORY     - Date     Condition        Report By
 DG1803  HISTORY     - 1948     MONUMENTED       CGS
 DG1803  HISTORY     - 1980     MARK NOT FOUND   NGS
 DG1803
 DG1803                          STATION DESCRIPTION
 DG1803
 DG1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1803'5.2 MI NE FROM WELLINGTON.
 DG1803'ABOUT 5.25 MILES NORTHEAST ALONG THE SEABOARD AIRLINE RAILWAY FROM
 DG1803'THE STATION AT WELLINGTON, ABOUT 1.4 MILES WEST OF THE OVERPASS
 DG1803'OF A BLACK TOP ROAD OVER THE RAILWAY, IN THE SOUTHWEST ANGLE OF
 DG1803'A NORTH-SOUTH GRAVEL ROAD CROSSING, ABOUT 7 1/3 RAILS WEST OF MILE
 DG1803'POST 668, 24.5 FEET SOUTH OF THE SOUTH RAIL, 47 FEET WEST OF THE
 DG1803'CENTER LINE OF THE ROAD, 6 FEET WEST OF THE FIRST POLE WEST OF
 DG1803'THE CROSSING, IN LINE WITH THE ROW OF POLES, 2 FEET WEST OF A
 DG1803'WHITE WOODEN WITNESS POST, 2 FEET BELOW THE CROSSING AND SET IN
 DG1803'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DG1803
 DG1803                          STATION RECOVERY (1980)
 DG1803
 DG1803'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DG1803'SEARCHED FOR, NOT RECOVERED.  ASSUMED DESTROYED AS NEW TRACKS HAVE
 DG1803'BEEN LAID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1005 ***********************************************************************
 EE1005  DESIGNATION -  A 258
 EE1005  PID         -  EE1005
 EE1005  STATE/COUNTY-  AL/ETOWAH
 EE1005  USGS QUAD   -  GADSDEN EAST (1986)
 EE1005
 EE1005                         *CURRENT SURVEY CONTROL
 EE1005  ___________________________________________________________________
 EE1005* NAD 83(1986)-  34 00 33.     (N)    085 58 00.     (W)     SCALED    
 EE1005* NAVD 88     -       171.288  (meters)     561.97   (feet)  ADJUSTED  
 EE1005  ___________________________________________________________________
 EE1005  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE1005  DYNAMIC HT  -         171.109 (meters)     561.38  (feet)  COMP
 EE1005  MODELED GRAV-     979,587.6   (mgal)                       NAVD 88
 EE1005
 EE1005  VERT ORDER  -  SECOND    CLASS 0
 EE1005
 EE1005.The horizontal coordinates were scaled from a topographic map and have
 EE1005.an estimated accuracy of +/- 6 seconds.
 EE1005
 EE1005.The orthometric height was determined by differential leveling
 EE1005.and adjusted by the National Geodetic Survey in June 1991..
 EE1005
 EE1005.The geoid height was determined by GEOID03.
 EE1005
 EE1005.The dynamic height is computed by dividing the NAVD 88
 EE1005.geopotential number by the normal gravity value computed on the
 EE1005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1005.degrees latitude (g = 980.6199 gals.).
 EE1005
 EE1005.The modeled gravity was interpolated from observed gravity values.
 EE1005
 EE1005;                    North         East    Units  Estimated Accuracy
 EE1005;SPC AL E     -   389,130.      187,680.      MT  (+/- 180 meters Scaled)
 EE1005
 EE1005                          SUPERSEDED SURVEY CONTROL
 EE1005
 EE1005  NGVD 29 (??/??/92)  171.26   (m)          561.9    (f) COMPUTED    2 0
 EE1005
 EE1005.Superseded values are not recommended for survey control.
 EE1005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1005.See file dsdata.txt to determine how the superseded data were derived.
 EE1005
 EE1005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC954636(NAD 83)
 EE1005_MARKER: DB = BENCH MARK DISK
 EE1005_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1005_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1005_STAMPING: A 258 1948
 EE1005_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1005+STABILITY: SURFACE MOTION
 EE1005
 EE1005  HISTORY     - Date     Condition        Report By
 EE1005  HISTORY     - 1948     MONUMENTED       CGS
 EE1005
 EE1005                          STATION DESCRIPTION
 EE1005
 EE1005'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1005'1.4 MI E FROM GADSDEN.
 EE1005'ABOUT 1.35 MILE EAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF
 EE1005'U.S. HIGHWAY 241 AT GADSDEN, AT THE ENTRANCE TO THE GOODYEAR
 EE1005'AIRPORT, 48 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 40.5
 EE1005'FEET SOUTHWEST OF THE WEST END OF A 20-INCH PIPE CULVERT UNDER THE
 EE1005'DRIVE WAY INTO THE AIRPORT, 159.5 FEET EAST OF A POWER POLE WITH
 EE1005'METER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 EE1005'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EE1005'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1024 ***********************************************************************
 EE1024  DESIGNATION -  A 259
 EE1024  PID         -  EE1024
 EE1024  STATE/COUNTY-  AL/CHEROKEE
 EE1024  USGS QUAD   -  WEISNER MOUNTAIN (1986)
 EE1024
 EE1024                         *CURRENT SURVEY CONTROL
 EE1024  ___________________________________________________________________
 EE1024* NAD 83(1986)-  34 06 53.     (N)    085 41 04.     (W)     SCALED    
 EE1024* NAVD 88     -       165.569  (meters)     543.20   (feet)  ADJUSTED  
 EE1024  ___________________________________________________________________
 EE1024  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1024  DYNAMIC HT  -         165.397 (meters)     542.64  (feet)  COMP
 EE1024  MODELED GRAV-     979,593.9   (mgal)                       NAVD 88
 EE1024
 EE1024  VERT ORDER  -  SECOND    CLASS 0
 EE1024
 EE1024.The horizontal coordinates were scaled from a topographic map and have
 EE1024.an estimated accuracy of +/- 6 seconds.
 EE1024
 EE1024.The orthometric height was determined by differential leveling
 EE1024.and adjusted by the National Geodetic Survey in June 1991..
 EE1024
 EE1024.The geoid height was determined by GEOID03.
 EE1024
 EE1024.The dynamic height is computed by dividing the NAVD 88
 EE1024.geopotential number by the normal gravity value computed on the
 EE1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1024.degrees latitude (g = 980.6199 gals.).
 EE1024
 EE1024.The modeled gravity was interpolated from observed gravity values.
 EE1024
 EE1024;                    North         East    Units  Estimated Accuracy
 EE1024;SPC AL E     -   400,840.      213,740.      MT  (+/- 180 meters Scaled)
 EE1024
 EE1024                          SUPERSEDED SURVEY CONTROL
 EE1024
 EE1024  NGVD 29 (??/??/92)  165.524  (m)          543.06   (f) ADJ UNCH    2 0
 EE1024
 EE1024.Superseded values are not recommended for survey control.
 EE1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1024.See file dsdata.txt to determine how the superseded data were derived.
 EE1024
 EE1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC213756(NAD 83)
 EE1024_MARKER: DB = BENCH MARK DISK
 EE1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1024_STAMPING: A 259 1948
 EE1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1024+STABILITY: SURFACE MOTION
 EE1024
 EE1024  HISTORY     - Date     Condition        Report By
 EE1024  HISTORY     - 1948     MONUMENTED       CGS
 EE1024
 EE1024                          STATION DESCRIPTION
 EE1024
 EE1024'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1024'3.2 MI SW FROM CENTRE.
 EE1024'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 411 FROM THE COURT HOUSE
 EE1024'AT CENTRE, THENCE ABOUT 2.9 MILES SOUTH AND SOUTHWEST ALONG A GRAVEL
 EE1024'ROAD TO BALLPLAY, ABOUT 0.75 MILE SOUTHWEST OF THE BRIDGE OVER
 EE1024'TERRAPIN CREEK, ABOUT 0.2 MILE WEST OF THE JUNCTION OF A ROAD
 EE1024'SOUTHEAST, IN THE SOUTHEAST ANGLE OF THE JUNCTION OF A DIM FARM
 EE1024'ROAD LEADING SOUTH BETWEEN A CULTIVATED FIELD AND A YOUNG THICKET,
 EE1024'28 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET EAST OF THE
 EE1024'CENTER LINE OF THE FARM ROAD, 13 FEET WEST OF A TALL 22-INCH
 EE1024'TRIANGULAR BLAZED GUM TREE, 1 1/2 FEET EAST OF A WHITE WOODEN
 EE1024'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 EE1024'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0817 ***********************************************************************
 BU0817  DESIGNATION -  A 26
 BU0817  PID         -  BU0817
 BU0817  STATE/COUNTY-  AL/MONROE
 BU0817  USGS QUAD   -  MONROEVILLE (1986)
 BU0817
 BU0817                         *CURRENT SURVEY CONTROL
 BU0817  ___________________________________________________________________
 BU0817* NAD 83(1986)-  31 33 55.     (N)    087 16 56.     (W)     SCALED    
 BU0817* NAVD 88     -        45.422  (meters)     149.02   (feet)  ADJUSTED  
 BU0817  ___________________________________________________________________
 BU0817  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU0817  DYNAMIC HT  -          45.367 (meters)     148.84  (feet)  COMP
 BU0817  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 BU0817
 BU0817  VERT ORDER  -  SECOND    CLASS 0
 BU0817
 BU0817.The horizontal coordinates were scaled from a topographic map and have
 BU0817.an estimated accuracy of +/- 6 seconds.
 BU0817
 BU0817.The orthometric height was determined by differential leveling
 BU0817.and adjusted by the National Geodetic Survey in June 1991..
 BU0817
 BU0817.The geoid height was determined by GEOID03.
 BU0817
 BU0817.The dynamic height is computed by dividing the NAVD 88
 BU0817.geopotential number by the normal gravity value computed on the
 BU0817.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0817.degrees latitude (g = 980.6199 gals.).
 BU0817
 BU0817.The modeled gravity was interpolated from observed gravity values.
 BU0817
 BU0817;                    North         East    Units  Estimated Accuracy
 BU0817;SPC AL W     -   173,550.      620,670.      MT  (+/- 180 meters Scaled)
 BU0817
 BU0817                          SUPERSEDED SURVEY CONTROL
 BU0817
 BU0817  NGVD 29 (??/??/92)   45.406  (m)          148.97   (f) ADJ UNCH    2 0
 BU0817
 BU0817.Superseded values are not recommended for survey control.
 BU0817.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0817.See file dsdata.txt to determine how the superseded data were derived.
 BU0817
 BU0817_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV732922(NAD 83)
 BU0817_MARKER: DB = BENCH MARK DISK
 BU0817_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0817_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0817_STAMPING: A 26 1934
 BU0817_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0817+STABILITY: SURFACE MOTION
 BU0817
 BU0817  HISTORY     - Date     Condition        Report By
 BU0817  HISTORY     - 1934     MONUMENTED       CGS
 BU0817
 BU0817                          STATION DESCRIPTION
 BU0817
 BU0817'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0817'2.3 MI NW FROM MONROETON STATION.
 BU0817'2.3 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0817'THE STATION AT MONROETON, MONROE COUNTY, 4-2/3 RAILS SOUTH OF MILEPOST
 BU0817'649, AT A PRIVATED-ROAD CROSSING, 45.7 FEET WEST OF THE WEST RAIL, 19
 BU0817'FEET NORTH OF THE CENTER LINE OF THE PRIVATE FARM ROAD, 13.9 FEET
 BU0817'NORTH OF A RIGHT-OF-WAY FENCE CORNER, AND 2.5 FEET EAST OF THE
 BU0817'RIGHT-OF-WAY FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BU0817'INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2061 ***********************************************************************
 DG2061  DESIGNATION -  A 260
 DG2061  PID         -  DG2061
 DG2061  STATE/COUNTY-  AL/CALHOUN
 DG2061  USGS QUAD   -  PIEDMONT NW (1983)
 DG2061
 DG2061                         *CURRENT SURVEY CONTROL
 DG2061  ___________________________________________________________________
 DG2061* NAD 83(1986)-  33 54 24.     (N)    085 43 51.     (W)     SCALED    
 DG2061* NAVD 88     -       230.726  (meters)     756.97   (feet)  ADJUSTED  
 DG2061  ___________________________________________________________________
 DG2061  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG2061  DYNAMIC HT  -         230.483 (meters)     756.18  (feet)  COMP
 DG2061  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 DG2061
 DG2061  VERT ORDER  -  SECOND    CLASS 0
 DG2061
 DG2061.The horizontal coordinates were scaled from a topographic map and have
 DG2061.an estimated accuracy of +/- 6 seconds.
 DG2061
 DG2061.The orthometric height was determined by differential leveling
 DG2061.and adjusted by the National Geodetic Survey in June 1991..
 DG2061
 DG2061.The geoid height was determined by GEOID03.
 DG2061
 DG2061.The dynamic height is computed by dividing the NAVD 88
 DG2061.geopotential number by the normal gravity value computed on the
 DG2061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2061.degrees latitude (g = 980.6199 gals.).
 DG2061
 DG2061.The modeled gravity was interpolated from observed gravity values.
 DG2061
 DG2061;                    North         East    Units  Estimated Accuracy
 DG2061;SPC AL E     -   377,760.      209,480.      MT  (+/- 180 meters Scaled)
 DG2061
 DG2061                          SUPERSEDED SURVEY CONTROL
 DG2061
 DG2061  NGVD 29 (??/??/92)  230.662  (m)          756.76   (f) ADJ UNCH    2 0
 DG2061
 DG2061.Superseded values are not recommended for survey control.
 DG2061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2061.See file dsdata.txt to determine how the superseded data were derived.
 DG2061
 DG2061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC173525(NAD 83)
 DG2061_MARKER: DB = BENCH MARK DISK
 DG2061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2061_STAMPING: A 260 1948
 DG2061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2061+STABILITY: SURFACE MOTION
 DG2061
 DG2061  HISTORY     - Date     Condition        Report By
 DG2061  HISTORY     - 1948     MONUMENTED       CGS
 DG2061
 DG2061                          STATION DESCRIPTION
 DG2061
 DG2061'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2061'3.8 MI SW FROM KNIGHTENS CROSSROADS.
 DG2061'ABOUT 3.85 MILES SOUTHWEST ALONG A BLACK TOP AND GRAVEL ROAD
 DG2061'FROM THE JUNCTION OF STATE HIGHWAY 74 AT KNIGHTENS CROSSROADS,
 DG2061'ABOUT 1.1 MILES SOUTH OF THE ROY WEBB SCHOOL, ABOUT 0.35 MILE
 DG2061'SOUTH OF THE JUNCTION OF A ROAD EAST, ABOUT 0.15 MILE SOUTH OF
 DG2061'THE SUMMIT OF A HILL AND THE END OF THE BLACK TOP ROAD, IN THE
 DG2061'NORTHEAST ANGLE OF THE JUNCTION OF AN UNGRADED ROAD EAST TO A
 DG2061'FARM HOUSE, 37 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD,
 DG2061'13 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD, 24.5 FEET
 DG2061'SOUTH OF A TRIANGULAR BLAZED 12-INCH PINE TREE, 19 FEET WEST-SOUTHWEST
 DG2061'OF A TRIANGULAR BLAZED 16-INCH OAK TREE, 2 FEET SOUTH OF A WHITE
 DG2061'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP
 DG2061'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2080 ***********************************************************************
 DG2080  DESIGNATION -  A 261
 DG2080  PID         -  DG2080
 DG2080  STATE/COUNTY-  AL/CHEROKEE
 DG2080  USGS QUAD   -  PIEDMONT NW (1983)
 DG2080
 DG2080                         *CURRENT SURVEY CONTROL
 DG2080  ___________________________________________________________________
 DG2080* NAD 83(1986)-  33 59 09.     (N)    085 39 17.     (W)     SCALED    
 DG2080* NAVD 88     -       227.322  (meters)     745.81   (feet)  ADJUSTED  
 DG2080  ___________________________________________________________________
 DG2080  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DG2080  DYNAMIC HT  -         227.084 (meters)     745.02  (feet)  COMP
 DG2080  MODELED GRAV-     979,584.7   (mgal)                       NAVD 88
 DG2080
 DG2080  VERT ORDER  -  SECOND    CLASS 0
 DG2080
 DG2080.The horizontal coordinates were scaled from a topographic map and have
 DG2080.an estimated accuracy of +/- 6 seconds.
 DG2080
 DG2080.The orthometric height was determined by differential leveling
 DG2080.and adjusted by the National Geodetic Survey in June 1991..
 DG2080
 DG2080.The geoid height was determined by GEOID03.
 DG2080
 DG2080.The dynamic height is computed by dividing the NAVD 88
 DG2080.geopotential number by the normal gravity value computed on the
 DG2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2080.degrees latitude (g = 980.6199 gals.).
 DG2080
 DG2080.The modeled gravity was interpolated from observed gravity values.
 DG2080
 DG2080;                    North         East    Units  Estimated Accuracy
 DG2080;SPC AL E     -   386,550.      216,500.      MT  (+/- 180 meters Scaled)
 DG2080
 DG2080                          SUPERSEDED SURVEY CONTROL
 DG2080
 DG2080  NGVD 29 (??/??/92)  227.258  (m)          745.60   (f) ADJ UNCH    2 0
 DG2080
 DG2080.Superseded values are not recommended for survey control.
 DG2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2080.See file dsdata.txt to determine how the superseded data were derived.
 DG2080
 DG2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC242614(NAD 83)
 DG2080_MARKER: DB = BENCH MARK DISK
 DG2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2080_STAMPING: A 261 1948
 DG2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2080+STABILITY: SURFACE MOTION
 DG2080
 DG2080  HISTORY     - Date     Condition        Report By
 DG2080  HISTORY     - 1948     MONUMENTED       CGS
 DG2080  HISTORY     - 1967     MARK NOT FOUND   USGS
 DG2080
 DG2080                          STATION DESCRIPTION
 DG2080
 DG2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2080'1.6 MI E FROM GNATVILLE.
 DG2080'ABOUT 1.55 MILES EAST ALONG A COUNTY ROAD FROM THE CHURCH AT
 DG2080'GNATVILLE, ABOUT 0.65 MILE NORTHWEST OF THE JUNCTION OF A ROAD
 DG2080'SOUTH, IN THE TRIANGLE AT THE JUNCTION OF A SIDE ROAD NORTH,
 DG2080'24 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 15 FEET NORTHWEST
 DG2080'OF THE NORTH END OF AN 18-INCH CORRUGATED PIPE CULVERT UNDER
 DG2080'THE MAIN ROAD, 26 FEET SOUTHWEST OF THE SOUTH END OF A 24-INCH
 DG2080'CORRUGATED PIPE CULVERT UNDER THE NORTHEAST LEG OF THE TRIANGLE, 14
 DG2080'FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHWEST LEG OF THE
 DG2080'TRIANGLE, 10 FEET SOUTH OF A 24-INCH PINE TREE IN THE TRIANGLE,
 DG2080'61 FEET EAST-SOUTHEAST AND ACROSS THE NORTHWEST LEG FROM THE
 DG2080'SOUTHEAST CORNER OF A SMALL BARN, 2 FEET NORTH OF A WHITE WOODEN
 DG2080'WITNESS POST, ABOUT 2 FEET BELOW THE MAIN ROAD AND SET IN THE
 DG2080'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
 DG2080
 DG2080                          STATION RECOVERY (1967)
 DG2080
 DG2080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DG2080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1687 ***********************************************************************
 DG1687  DESIGNATION -  A 262
 DG1687  PID         -  DG1687
 DG1687  STATE/COUNTY-  AL/CLAY
 DG1687  USGS QUAD   -  DELTA (1983)
 DG1687
 DG1687                         *CURRENT SURVEY CONTROL
 DG1687  ___________________________________________________________________
 DG1687* NAD 83(1986)-  33 26 58.     (N)    085 44 33.     (W)     SCALED    
 DG1687* NAVD 88     -       311.592  (meters)    1022.28   (feet)  ADJUSTED  
 DG1687  ___________________________________________________________________
 DG1687  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DG1687  DYNAMIC HT  -         311.245 (meters)    1021.14  (feet)  COMP
 DG1687  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 DG1687
 DG1687  VERT ORDER  -  SECOND    CLASS 0
 DG1687
 DG1687.The horizontal coordinates were scaled from a topographic map and have
 DG1687.an estimated accuracy of +/- 6 seconds.
 DG1687
 DG1687.The orthometric height was determined by differential leveling
 DG1687.and adjusted by the National Geodetic Survey in June 1991..
 DG1687
 DG1687.The geoid height was determined by GEOID03.
 DG1687
 DG1687.The dynamic height is computed by dividing the NAVD 88
 DG1687.geopotential number by the normal gravity value computed on the
 DG1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1687.degrees latitude (g = 980.6199 gals.).
 DG1687
 DG1687.The modeled gravity was interpolated from observed gravity values.
 DG1687
 DG1687;                    North         East    Units  Estimated Accuracy
 DG1687;SPC AL E     -   327,040.      208,450.      MT  (+/- 180 meters Scaled)
 DG1687
 DG1687                          SUPERSEDED SURVEY CONTROL
 DG1687
 DG1687  NGVD 29 (??/??/92)  311.525  (m)         1022.06   (f) ADJ UNCH    2 0
 DG1687
 DG1687.Superseded values are not recommended for survey control.
 DG1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1687.See file dsdata.txt to determine how the superseded data were derived.
 DG1687
 DG1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC168018(NAD 83)
 DG1687_MARKER: DB = BENCH MARK DISK
 DG1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1687_STAMPING: A 262 1948
 DG1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1687+STABILITY: SURFACE MOTION
 DG1687
 DG1687  HISTORY     - Date     Condition        Report By
 DG1687  HISTORY     - 1948     MONUMENTED       CGS
 DG1687
 DG1687                          STATION DESCRIPTION
 DG1687
 DG1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1687'2.4 MI E FROM UNION.
 DG1687'ABOUT 2.45 MILES SOUTHEAST ALONG A ROAD TO DELTA VIA HAYNES
 DG1687'CROSSROAD FROM THE UNION BAPTIST CHURCH AND CEMETERY, AT THE
 DG1687'JUNCTION OF A ROAD EAST TO NEEDMAN AND A TURN IN THE ROAD TO DELTA
 DG1687'WITH TANGENTS WEST AND SOUTHEAST, 112 FEET EAST-NORTHEAST OF THE
 DG1687'CENTER OF THE JUNCTION, 51 FEET NORTH OF THE CENTER LINE OF THE
 DG1687'ROAD TO NEEDMAN, 16 FEET NORTHWEST OF THE CENTER LINE OF AN
 DG1687'ABANDONED ROAD NORTHEAST, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 DG1687'POST, 1 FOOT ABOVE THE ROAD EAST AND SET IN THE TOP OF A CONCRETE
 DG1687'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1753 ***********************************************************************
 DG1753  DESIGNATION -  A 263
 DG1753  PID         -  DG1753
 DG1753  STATE/COUNTY-  AL/RANDOLPH
 DG1753  USGS QUAD   -  OFELIA (1976)
 DG1753
 DG1753                         *CURRENT SURVEY CONTROL
 DG1753  ___________________________________________________________________
 DG1753* NAD 83(1986)-  33 18 31.     (N)    085 34 13.     (W)     SCALED    
 DG1753* NAVD 88     -       223.676  (meters)     733.84   (feet)  ADJUSTED  
 DG1753  ___________________________________________________________________
 DG1753  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG1753  DYNAMIC HT  -         223.421 (meters)     733.01  (feet)  COMP
 DG1753  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 DG1753
 DG1753  VERT ORDER  -  SECOND    CLASS 0
 DG1753
 DG1753.The horizontal coordinates were scaled from a topographic map and have
 DG1753.an estimated accuracy of +/- 6 seconds.
 DG1753
 DG1753.The orthometric height was determined by differential leveling
 DG1753.and adjusted by the National Geodetic Survey in June 1991..
 DG1753
 DG1753.The geoid height was determined by GEOID03.
 DG1753
 DG1753.The dynamic height is computed by dividing the NAVD 88
 DG1753.geopotential number by the normal gravity value computed on the
 DG1753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1753.degrees latitude (g = 980.6199 gals.).
 DG1753
 DG1753.The modeled gravity was interpolated from observed gravity values.
 DG1753
 DG1753;                    North         East    Units  Estimated Accuracy
 DG1753;SPC AL E     -   311,450.      224,500.      MT  (+/- 180 meters Scaled)
 DG1753
 DG1753                          SUPERSEDED SURVEY CONTROL
 DG1753
 DG1753  NGVD 29 (??/??/92)  223.607  (m)          733.62   (f) ADJ UNCH    2 0
 DG1753
 DG1753.Superseded values are not recommended for survey control.
 DG1753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1753.See file dsdata.txt to determine how the superseded data were derived.
 DG1753
 DG1753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB330864(NAD 83)
 DG1753_MARKER: DB = BENCH MARK DISK
 DG1753_SETTING: 66 = SET IN ROCK OUTCROP
 DG1753_SP_SET: ROCK LEDGE
 DG1753_STAMPING: A 263 1948
 DG1753_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1753+STABILITY: POSITION/ELEVATION WELL
 DG1753
 DG1753  HISTORY     - Date     Condition        Report By
 DG1753  HISTORY     - 1948     MONUMENTED       CGS
 DG1753  HISTORY     - 1956     MARK NOT FOUND   NGS
 DG1753
 DG1753                          STATION DESCRIPTION
 DG1753
 DG1753'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1753'5.4 MI W FROM WEDOWEE.
 DG1753'ABOUT 5.45 MILES WEST ALONG STATE HIGHWAY 48 FROM THE COURT HOUSE
 DG1753'AT WEDOWEE, ABOUT 0.4 MILE SOUTHEAST OF THE EAST FERRY LANDING
 DG1753'ACROSS THE TALLAPOOSA RIVER, AT THE OUTSIDE OF A CURVE WITH
 DG1753'TANGENTS NORTHEAST AND NORTHWEST, 35 FEET SOUTHEAST AND ACROSS
 DG1753'A SPRING BRANCH FROM THE CENTER LINE OF THE HIGHWAY, 80 FEET
 DG1753'NORTHEAST OF THE JUNCTION OF A SPRING BRANCH PARALLELING THE
 DG1753'HIGHWAY AND A NORTH-SOUTH SPRING BRANCH, 32 FEET EAST OF A 30-INCH
 DG1753'OAK TREE, 5 FEET NORTHWEST OF AN 8-INCH TRIANGULAR BLAZED PINE
 DG1753'TREE, SET IN THE TOP OF A ROUNDED ROCK LEDGE IN SOUTH BANK OF
 DG1753'SPRING BRANCH AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
 DG1753
 DG1753                          STATION RECOVERY (1956)
 DG1753
 DG1753'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1956
 DG1753'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1766 ***********************************************************************
 DG1766  DESIGNATION -  A 264 RESET
 DG1766  PID         -  DG1766
 DG1766  STATE/COUNTY-  AL/RANDOLPH
 DG1766  USGS QUAD   -  WADLEY NORTH (1969)
 DG1766
 DG1766                         *CURRENT SURVEY CONTROL
 DG1766  ___________________________________________________________________
 DG1766* NAD 83(1986)-  33 12 35.     (N)    085 33 30.     (W)     SCALED    
 DG1766* NAVD 88     -       232.12   (meters)     761.5    (feet)  RESET     
 DG1766  ___________________________________________________________________
 DG1766  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG1766
 DG1766  VERT ORDER  -  THIRD
 DG1766
 DG1766.The horizontal coordinates were scaled from a topographic map and have
 DG1766.an estimated accuracy of +/- 6 seconds.
 DG1766
 DG1766.The orthometric height was computed from unverified reset data.
 DG1766
 DG1766.The geoid height was determined by GEOID03.
 DG1766
 DG1766;                    North         East    Units  Estimated Accuracy
 DG1766;SPC AL E     -   300,490.      225,640.      MT  (+/- 180 meters Scaled)
 DG1766
 DG1766                          SUPERSEDED SURVEY CONTROL
 DG1766
 DG1766.No superseded survey control is available for this station.
 DG1766
 DG1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB343754(NAD 83)
 DG1766_MARKER: DB = BENCH MARK DISK
 DG1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1766_STAMPING: A 264 1963
 DG1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1766+STABILITY: SURFACE MOTION
 DG1766
 DG1766  HISTORY     - Date     Condition        Report By
 DG1766  HISTORY     - 1963     MONUMENTED       CGS
 DG1766
 DG1766                          STATION DESCRIPTION
 DG1766
 DG1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 DG1766'1.8 MI NE FROM MALONE.
 DG1766'LOCATED ABOUT 1.65 MILES NORTHEAST ALONG A BLACKTOP ROAD FROM THE
 DG1766'ATLANTIC COAST LINE RAILROAD AT MALONE, 0.15 MILE NORTHEAST OF A
 DG1766'CEMETERY, AT THE JUNCTION WITH A ROAD LEADING NORTH, ABOUT 100
 DG1766'YARDS SOUTHEAST OF A TENANT HOUSE ON A HILL, 47 FEET WEST OF THE
 DG1766'PROJECTED CENTERLINE OF THE ROAD NORTH, 51 FEET SOUTH OF THE CENTER
 DG1766'OF AN EAST-WEST ROAD, 96 FEET SOUTHWEST OF THE INTERSECTION OF
 DG1766'THE CENTERLINE OF THE TWO ROADS, ABOUT 2 FEET ABOVE THE LEVEL OF
 DG1766'THE EAST-WEST ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS POST,
 DG1766'AND SET IN THE TOP OF A 6-INCH TERRA COTTA PIPE FILLED WITH
 DG1766'CONCRETE, PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1588 ***********************************************************************
 DG1588  DESIGNATION -  A 265
 DG1588  PID         -  DG1588
 DG1588  STATE/COUNTY-  AL/CLAY
 DG1588  USGS QUAD   -  GIBSONVILLE (1969)
 DG1588
 DG1588                         *CURRENT SURVEY CONTROL
 DG1588  ___________________________________________________________________
 DG1588* NAD 83(1986)-  33 09 30.     (N)    085 45 02.     (W)     SCALED    
 DG1588* NAVD 88     -       289.705  (meters)     950.47   (feet)  ADJUSTED  
 DG1588  ___________________________________________________________________
 DG1588  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DG1588  DYNAMIC HT  -         289.368 (meters)     949.37  (feet)  COMP
 DG1588  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 DG1588
 DG1588  VERT ORDER  -  SECOND    CLASS 0
 DG1588
 DG1588.The horizontal coordinates were scaled from a topographic map and have
 DG1588.an estimated accuracy of +/- 6 seconds.
 DG1588
 DG1588.The orthometric height was determined by differential leveling
 DG1588.and adjusted by the National Geodetic Survey in June 1991..
 DG1588
 DG1588.The geoid height was determined by GEOID03.
 DG1588
 DG1588.The dynamic height is computed by dividing the NAVD 88
 DG1588.geopotential number by the normal gravity value computed on the
 DG1588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1588.degrees latitude (g = 980.6199 gals.).
 DG1588
 DG1588.The modeled gravity was interpolated from observed gravity values.
 DG1588
 DG1588;                    North         East    Units  Estimated Accuracy
 DG1588;SPC AL E     -   294,760.      207,720.      MT  (+/- 180 meters Scaled)
 DG1588
 DG1588                          SUPERSEDED SURVEY CONTROL
 DG1588
 DG1588  NGVD 29 (??/??/92)  289.634  (m)          950.24   (f) ADJ UNCH    2 0
 DG1588
 DG1588.Superseded values are not recommended for survey control.
 DG1588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1588.See file dsdata.txt to determine how the superseded data were derived.
 DG1588
 DG1588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB165695(NAD 83)
 DG1588_MARKER: DB = BENCH MARK DISK
 DG1588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1588_STAMPING: A 265 1948
 DG1588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1588+STABILITY: SURFACE MOTION
 DG1588
 DG1588  HISTORY     - Date     Condition        Report By
 DG1588  HISTORY     - 1948     MONUMENTED       CGS
 DG1588
 DG1588                          STATION DESCRIPTION
 DG1588
 DG1588'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1588'2.1 MI S FROM MELLOW VALLEY.
 DG1588'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL AT
 DG1588'MELLOW VALLEY, THENCE ABOUT 1.85 MILE SOUTH ALONG A GRAVEL ROAD
 DG1588'LEADING TO GOLDVILLE, ABOUT 0.35 MILE NORTH OF THE JUNCTION OF A
 DG1588'ROAD WEST, ABOUT 0.45 MILE SOUTH OF THE JUNCTION OF A ROAD EAST,
 DG1588'ON THE OUTSIDE OF A CURVE WITH TANGENTS SOUTH AND NORTHEAST, AT
 DG1588'A HOUSE ON THE WEST SIDE OF ROAD, 25 FEET WEST-NORTHWEST OF THE
 DG1588'CENTER LINE OF THE ROAD, 25 FEET EAST OF THE SOUTHEAST CORNER OF THE
 DG1588'HOUSE, 19 FEET NORTH-NORTHWEST OF THE CENTER LINE OF THE CULVERT
 DG1588'ON DRIVE TO HOUSE, 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF
 DG1588'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0489 ***********************************************************************
 DH0489  DESIGNATION -  A 266
 DH0489  PID         -  DH0489
 DH0489  STATE/COUNTY-  AL/TALLADEGA
 DH0489  USGS QUAD   -  WINTERBORO (1984)
 DH0489
 DH0489                         *CURRENT SURVEY CONTROL
 DH0489  ___________________________________________________________________
 DH0489* NAD 83(1986)-  33 19 17.     (N)    086 11 47.     (W)     SCALED    
 DH0489* NAVD 88     -       154.458  (meters)     506.75   (feet)  ADJUSTED  
 DH0489  ___________________________________________________________________
 DH0489  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DH0489  DYNAMIC HT  -         154.288 (meters)     506.19  (feet)  COMP
 DH0489  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 DH0489
 DH0489  VERT ORDER  -  SECOND    CLASS 0
 DH0489
 DH0489.The horizontal coordinates were scaled from a topographic map and have
 DH0489.an estimated accuracy of +/- 6 seconds.
 DH0489
 DH0489.The orthometric height was determined by differential leveling
 DH0489.and adjusted by the National Geodetic Survey in June 1991..
 DH0489
 DH0489.The geoid height was determined by GEOID03.
 DH0489
 DH0489.The dynamic height is computed by dividing the NAVD 88
 DH0489.geopotential number by the normal gravity value computed on the
 DH0489.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0489.degrees latitude (g = 980.6199 gals.).
 DH0489
 DH0489.The modeled gravity was interpolated from observed gravity values.
 DH0489
 DH0489;                    North         East    Units  Estimated Accuracy
 DH0489;SPC AL E     -   312,900.      166,200.      MT  (+/- 180 meters Scaled)
 DH0489
 DH0489                          SUPERSEDED SURVEY CONTROL
 DH0489
 DH0489  NGVD 29 (??/??/92)  154.409  (m)          506.59   (f) ADJ UNCH    2 0
 DH0489
 DH0489.Superseded values are not recommended for survey control.
 DH0489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0489.See file dsdata.txt to determine how the superseded data were derived.
 DH0489
 DH0489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB747872(NAD 83)
 DH0489_MARKER: DB = BENCH MARK DISK
 DH0489_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0489_SP_SET: WATER TABLE
 DH0489_STAMPING: A 266 1948
 DH0489_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0489
 DH0489  HISTORY     - Date     Condition        Report By
 DH0489  HISTORY     - 1948     MONUMENTED       CGS
 DH0489
 DH0489                          STATION DESCRIPTION
 DH0489
 DH0489'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0489'IN WINTERBORO.
 DH0489'AT WINTERBORO, SET VERTICALLY IN THE EAST FACE OF WATERTABLE AT THE
 DH0489'NORTHEAST CORNER OF THE SCHOOL BUILDING, 1.5 FEET SOUTH OF THE CORNER
 DH0489'AND 2.5 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1616 ***********************************************************************
 DG1616  DESIGNATION -  A 267
 DG1616  PID         -  DG1616
 DG1616  STATE/COUNTY-  AL/TALLADEGA
 DG1616  USGS QUAD   -  CLAIRMONT SPRINGS (1983)
 DG1616
 DG1616                         *CURRENT SURVEY CONTROL
 DG1616  ___________________________________________________________________
 DG1616* NAD 83(1986)-  33 19 42.     (N)    085 59 27.     (W)     SCALED    
 DG1616* NAVD 88     -       261.493  (meters)     857.91   (feet)  ADJUSTED  
 DG1616  ___________________________________________________________________
 DG1616  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1616  DYNAMIC HT  -         261.199 (meters)     856.95  (feet)  COMP
 DG1616  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 DG1616
 DG1616  VERT ORDER  -  SECOND    CLASS 0
 DG1616
 DG1616.The horizontal coordinates were scaled from a topographic map and have
 DG1616.an estimated accuracy of +/- 6 seconds.
 DG1616
 DG1616.The orthometric height was determined by differential leveling
 DG1616.and adjusted by the National Geodetic Survey in June 1991..
 DG1616
 DG1616.The geoid height was determined by GEOID03.
 DG1616
 DG1616.The dynamic height is computed by dividing the NAVD 88
 DG1616.geopotential number by the normal gravity value computed on the
 DG1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1616.degrees latitude (g = 980.6199 gals.).
 DG1616
 DG1616.The modeled gravity was interpolated from observed gravity values.
 DG1616
 DG1616;                    North         East    Units  Estimated Accuracy
 DG1616;SPC AL E     -   313,620.      185,340.      MT  (+/- 180 meters Scaled)
 DG1616
 DG1616                          SUPERSEDED SURVEY CONTROL
 DG1616
 DG1616  NGVD 29 (??/??/92)  261.410  (m)          857.64   (f) ADJ UNCH    2 0
 DG1616
 DG1616.Superseded values are not recommended for survey control.
 DG1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1616.See file dsdata.txt to determine how the superseded data were derived.
 DG1616
 DG1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB939881(NAD 83)
 DG1616_MARKER: DB = BENCH MARK DISK
 DG1616_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1616_SP_SET: BRIDGE
 DG1616_STAMPING: A 267 1948
 DG1616_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1616_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG1616+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 DG1616
 DG1616  HISTORY     - Date     Condition        Report By
 DG1616  HISTORY     - 1948     MONUMENTED       CGS
 DG1616  HISTORY     - 20040412 GOOD             ALHD
 DG1616
 DG1616                          STATION DESCRIPTION
 DG1616
 DG1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1616'AT CHANDLER.
 DG1616'AT CHANDLER, ABOUT 45 YARDS NORTHEAST OF THE CROSSING OF A GRAVEL
 DG1616'ROAD AND THE ATLANTIC COAST LINE RAILROAD, SET IN THE TOP OF THE
 DG1616'SOUTH WING WALL AT THE SOUTHWEST END OF A 145-FOOT CONCRETE BRIDGE
 DG1616'OVER TALLADEGA CREEK, 11 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DG1616'BRIDGE AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 DG1616
 DG1616                          STATION RECOVERY (2004)
 DG1616
 DG1616'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 DG1616'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0579 ***********************************************************************
 DH0579  DESIGNATION -  A 268
 DH0579  PID         -  DH0579
 DH0579  STATE/COUNTY-  AL/CLAY
 DH0579  USGS QUAD   -  HOLLINS (1984)
 DH0579
 DH0579                         *CURRENT SURVEY CONTROL
 DH0579  ___________________________________________________________________
 DH0579* NAD 83(1986)-  33 06 38.     (N)    086 08 43.     (W)     SCALED    
 DH0579* NAVD 88     -       241.321  (meters)     791.73   (feet)  ADJUSTED  
 DH0579  ___________________________________________________________________
 DH0579  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DH0579  DYNAMIC HT  -         241.047 (meters)     790.84  (feet)  COMP
 DH0579  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 DH0579
 DH0579  VERT ORDER  -  SECOND    CLASS 0
 DH0579
 DH0579.The horizontal coordinates were scaled from a topographic map and have
 DH0579.an estimated accuracy of +/- 6 seconds.
 DH0579
 DH0579.The orthometric height was determined by differential leveling
 DH0579.and adjusted by the National Geodetic Survey in June 1991..
 DH0579
 DH0579.The geoid height was determined by GEOID03.
 DH0579
 DH0579.The dynamic height is computed by dividing the NAVD 88
 DH0579.geopotential number by the normal gravity value computed on the
 DH0579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0579.degrees latitude (g = 980.6199 gals.).
 DH0579
 DH0579.The modeled gravity was interpolated from observed gravity values.
 DH0579
 DH0579;                    North         East    Units  Estimated Accuracy
 DH0579;SPC AL E     -   289,500.      170,890.      MT  (+/- 180 meters Scaled)
 DH0579
 DH0579                          SUPERSEDED SURVEY CONTROL
 DH0579
 DH0579  NGVD 29 (??/??/92)  241.272  (m)          791.57   (f) ADJ UNCH    2 0
 DH0579
 DH0579.Superseded values are not recommended for survey control.
 DH0579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0579.See file dsdata.txt to determine how the superseded data were derived.
 DH0579
 DH0579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB797638(NAD 83)
 DH0579_MARKER: DB = BENCH MARK DISK
 DH0579_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0579_SP_SET: CULVERT
 DH0579_STAMPING: A 268 1948
 DH0579_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0579
 DH0579  HISTORY     - Date     Condition        Report By
 DH0579  HISTORY     - 1948     MONUMENTED       CGS
 DH0579
 DH0579                          STATION DESCRIPTION
 DH0579
 DH0579'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0579'2.1 MI NW FROM PARKDALE.
 DH0579'ABOUT 2.1 MILES NORTHWEST ALONG U. S. HIGHWAY 241 FROM THE METHODIST
 DH0579'CHURCH AT PARKDALE, ABOUT 0.3 MILE WEST OF BURNETTES STORE AND A
 DH0579'CROSSROAD, ABOUT 0.25 MILE EAST OF A CROSS ROAD, 75 YARDS SOUTHWEST OF
 DH0579'A WHITE BUNGALOW, SET IN THE TOP OF THE EAST END OF THE NORTH HEAD
 DH0579'WALL OF A 6-FOOT CONCRETE BOX CULVERT OVER A SMALL STREAM, 18 FEET
 DH0579'NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE
 DH0579'HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1506 ***********************************************************************
 DG1506  DESIGNATION -  A 269
 DG1506  PID         -  DG1506
 DG1506  STATE/COUNTY-  AL/CLAY
 DG1506  USGS QUAD   -  MILLERVILLE (1983)
 DG1506
 DG1506                         *CURRENT SURVEY CONTROL
 DG1506  ___________________________________________________________________
 DG1506* NAD 83(1986)-  33 11 48.     (N)    085 56 26.     (W)     SCALED    
 DG1506* NAVD 88     -       250.623  (meters)     822.25   (feet)  ADJUSTED  
 DG1506  ___________________________________________________________________
 DG1506  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DG1506  DYNAMIC HT  -         250.337 (meters)     821.31  (feet)  COMP
 DG1506  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 DG1506
 DG1506  VERT ORDER  -  SECOND    CLASS 0
 DG1506
 DG1506.The horizontal coordinates were scaled from a topographic map and have
 DG1506.an estimated accuracy of +/- 6 seconds.
 DG1506
 DG1506.The orthometric height was determined by differential leveling
 DG1506.and adjusted by the National Geodetic Survey in June 1991..
 DG1506
 DG1506.The geoid height was determined by GEOID03.
 DG1506
 DG1506.The dynamic height is computed by dividing the NAVD 88
 DG1506.geopotential number by the normal gravity value computed on the
 DG1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1506.degrees latitude (g = 980.6199 gals.).
 DG1506
 DG1506.The modeled gravity was interpolated from observed gravity values.
 DG1506
 DG1506;                    North         East    Units  Estimated Accuracy
 DG1506;SPC AL E     -   299,010.      190,000.      MT  (+/- 180 meters Scaled)
 DG1506
 DG1506                          SUPERSEDED SURVEY CONTROL
 DG1506
 DG1506  NGVD 29 (??/??/92)  250.570  (m)          822.08   (f) ADJ UNCH    2 0
 DG1506
 DG1506.Superseded values are not recommended for survey control.
 DG1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1506.See file dsdata.txt to determine how the superseded data were derived.
 DG1506
 DG1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB987735(NAD 83)
 DG1506_MARKER: DB = BENCH MARK DISK
 DG1506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1506_STAMPING: A 269 1949
 DG1506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1506+STABILITY: SURFACE MOTION
 DG1506
 DG1506  HISTORY     - Date     Condition        Report By
 DG1506  HISTORY     - 1949     MONUMENTED       CGS
 DG1506
 DG1506                          STATION DESCRIPTION
 DG1506
 DG1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1506'1.2 MI NW FROM MILLERVILLE.
 DG1506'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 9 FROM THE CEMETERY
 DG1506'AT MILLERVILLE THENCE ABOUT 0.85 MILE NORTHWEST ALONG A DIRT ROAD,
 DG1506'THENCE ABOUT 0.1 MILE SOUTH ALONG A DIRT ROAD, AT A DIM CROSS ROAD,
 DG1506'43 FEET NORTH-NORTHEAST OF THE CENTER OF THE INTERSECTION, 32
 DG1506'FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 21 FEET EAST OF
 DG1506'THE CENTER LINE OF THE ROAD NORTH, 8 FEET NORTH-NORTHWEST OF A
 DG1506'TRIANGULAR BLAZED 8-INCH OAK TREE, 1 1/2 FEET EAST OF A WHITE
 DG1506'WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE
 DG1506'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1079 ***********************************************************************
 CN1079  DESIGNATION -  A 27
 CN1079  PID         -  CN1079
 CN1079  STATE/COUNTY-  AL/DALLAS
 CN1079  USGS QUAD   -  SARDIS (1982)
 CN1079
 CN1079                         *CURRENT SURVEY CONTROL
 CN1079  ___________________________________________________________________
 CN1079* NAD 83(1986)-  32 17 18.     (N)    086 59 21.     (W)     SCALED    
 CN1079* NAVD 88     -        63.818  (meters)     209.38   (feet)  ADJUSTED  
 CN1079  ___________________________________________________________________
 CN1079  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CN1079  DYNAMIC HT  -          63.745 (meters)     209.14  (feet)  COMP
 CN1079  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CN1079
 CN1079  VERT ORDER  -  SECOND    CLASS 0
 CN1079
 CN1079.The horizontal coordinates were scaled from a topographic map and have
 CN1079.an estimated accuracy of +/- 6 seconds.
 CN1079
 CN1079.The orthometric height was determined by differential leveling
 CN1079.and adjusted by the National Geodetic Survey in June 1991..
 CN1079
 CN1079.The geoid height was determined by GEOID03.
 CN1079
 CN1079.The dynamic height is computed by dividing the NAVD 88
 CN1079.geopotential number by the normal gravity value computed on the
 CN1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1079.degrees latitude (g = 980.6199 gals.).
 CN1079
 CN1079.The modeled gravity was interpolated from observed gravity values.
 CN1079
 CN1079;                    North         East    Units  Estimated Accuracy
 CN1079;SPC AL W     -   253,810.      648,120.      MT  (+/- 180 meters Scaled)
 CN1079
 CN1079                          SUPERSEDED SURVEY CONTROL
 CN1079
 CN1079  NGVD 29 (??/??/92)   63.765  (m)          209.20   (f) ADJ UNCH    2 0
 CN1079
 CN1079.Superseded values are not recommended for survey control.
 CN1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1079.See file dsdata.txt to determine how the superseded data were derived.
 CN1079
 CN1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA010723(NAD 83)
 CN1079_MARKER: DB = BENCH MARK DISK
 CN1079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1079_STAMPING: A 27 1934
 CN1079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1079+STABILITY: SURFACE MOTION
 CN1079
 CN1079  HISTORY     - Date     Condition        Report By
 CN1079  HISTORY     - 1934     MONUMENTED       CGS
 CN1079  HISTORY     - 1949     GOOD             NGS
 CN1079  HISTORY     - 1956     MARK NOT FOUND   USGS
 CN1079  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN1079
 CN1079                          STATION DESCRIPTION
 CN1079
 CN1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1079'IN SARDIS.
 CN1079'AT SARDIS, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE ROAD
 CN1079'CROSSING AND FLAG STATION, 90 FEET SOUTH-SOUTHEAST AND ACROSS ROAD
 CN1079'WEST FROM POWER POLE NO. 3/336, 52 FEET WEST OF THE CENTER OF THE
 CN1079'CROSSING AT CENTER OF MAIN TRACK, 41 1/2 FEET WEST-NORTHWEST OF THE
 CN1079'WEST-NORTHWEST RAIL OF THE MAIN TRACK, 32 FEET SOUTH-SOUTHWEST OF THE
 CN1079'CENTER LINE OF THE ROAD, 15 FEET WEST-NORTHWEST OF A TELEPHONE POLE, 5
 CN1079'FEET SOUTH-SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE
 CN1079'LINE, 2 FEET NORTH-NORTHEAST OF A WHITE WOODEN WITNESS POST, 3 1/2
 CN1079'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 7
 CN1079'INCHES BELOW THE SURFACE OF THE GROUND.
 CN1079
 CN1079                          STATION RECOVERY (1956)
 CN1079
 CN1079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CN1079'MARK NOT FOUND.
 CN1079
 CN1079                          STATION RECOVERY (1979)
 CN1079
 CN1079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN1079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1595 ***********************************************************************
 DG1595  DESIGNATION -  A 270
 DG1595  PID         -  DG1595
 DG1595  STATE/COUNTY-  AL/CLAY
 DG1595  USGS QUAD   -  NEW SITE (1969)
 DG1595
 DG1595                         *CURRENT SURVEY CONTROL
 DG1595  ___________________________________________________________________
 DG1595* NAD 83(1986)-  33 06 51.     (N)    085 46 12.     (W)     SCALED    
 DG1595* NAVD 88     -       326.667  (meters)    1071.74   (feet)  ADJUSTED  
 DG1595  ___________________________________________________________________
 DG1595  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG1595  DYNAMIC HT  -         326.288 (meters)    1070.50  (feet)  COMP
 DG1595  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 DG1595
 DG1595  VERT ORDER  -  SECOND    CLASS 0
 DG1595
 DG1595.The horizontal coordinates were scaled from a topographic map and have
 DG1595.an estimated accuracy of +/- 6 seconds.
 DG1595
 DG1595.The orthometric height was determined by differential leveling
 DG1595.and adjusted by the National Geodetic Survey in June 1991..
 DG1595
 DG1595.The geoid height was determined by GEOID03.
 DG1595
 DG1595.The dynamic height is computed by dividing the NAVD 88
 DG1595.geopotential number by the normal gravity value computed on the
 DG1595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1595.degrees latitude (g = 980.6199 gals.).
 DG1595
 DG1595.The modeled gravity was interpolated from observed gravity values.
 DG1595
 DG1595;                    North         East    Units  Estimated Accuracy
 DG1595;SPC AL E     -   289,860.      205,910.      MT  (+/- 180 meters Scaled)
 DG1595
 DG1595                          SUPERSEDED SURVEY CONTROL
 DG1595
 DG1595  NGVD 29 (??/??/92)  326.606  (m)         1071.54   (f) ADJ UNCH    2 0
 DG1595
 DG1595.Superseded values are not recommended for survey control.
 DG1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1595.See file dsdata.txt to determine how the superseded data were derived.
 DG1595
 DG1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB147646(NAD 83)
 DG1595_MARKER: DB = BENCH MARK DISK
 DG1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1595_STAMPING: A 270 1949
 DG1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1595+STABILITY: SURFACE MOTION
 DG1595
 DG1595  HISTORY     - Date     Condition        Report By
 DG1595  HISTORY     - 1949     MONUMENTED       CGS
 DG1595
 DG1595                          STATION DESCRIPTION
 DG1595
 DG1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1595'2.5 MI NE FROM GOLDVILLE.
 DG1595'ABOUT 2.5 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO MELLOW
 DG1595'VALLEY FROM THE CROSSROADS AT GOLDVILLE, ABOUT 1.2 MILES SOUTH
 DG1595'OF THE MOUNTAIN SCHOOL, AT THE RESIDENCE OF WILBUR PARISH
 DG1595'ON WEST SIDE OF ROAD, ABOUT 0.7 MILE SOUTH OF THE JUNCTION OF
 DG1595'A ROAD SOUTHWEST AND MOUNTAIN STORE, 136 FEET NORTHEAST OF
 DG1595'THE NORTHEAST CORNER OF THE HOUSE, 31 FEET WEST OF THE CENTER
 DG1595'LINE OF THE ROAD 79 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 DG1595'POWER POLE, 1 1/2 FEET EAST OF THE SOUTHEAST CORNER OF A
 DG1595'GARAGE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 DG1595'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1595'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0570 ***********************************************************************
 DH0570  DESIGNATION -  A 272
 DH0570  PID         -  DH0570
 DH0570  STATE/COUNTY-  AL/COOSA
 DH0570  USGS QUAD   -  GOODWATER (1987)
 DH0570
 DH0570                         *CURRENT SURVEY CONTROL
 DH0570  ___________________________________________________________________
 DH0570* NAD 83(1986)-  33 01 38.     (N)    086 03 32.     (W)     SCALED    
 DH0570* NAVD 88     -       215.298  (meters)     706.36   (feet)  ADJUSTED  
 DH0570  ___________________________________________________________________
 DH0570  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DH0570  DYNAMIC HT  -         215.049 (meters)     705.54  (feet)  COMP
 DH0570  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 DH0570
 DH0570  VERT ORDER  -  SECOND    CLASS 0
 DH0570
 DH0570.The horizontal coordinates were scaled from a topographic map and have
 DH0570.an estimated accuracy of +/- 6 seconds.
 DH0570
 DH0570.The orthometric height was determined by differential leveling
 DH0570.and adjusted by the National Geodetic Survey in June 1991..
 DH0570
 DH0570.The geoid height was determined by GEOID03.
 DH0570
 DH0570.The dynamic height is computed by dividing the NAVD 88
 DH0570.geopotential number by the normal gravity value computed on the
 DH0570.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0570.degrees latitude (g = 980.6199 gals.).
 DH0570
 DH0570.The modeled gravity was interpolated from observed gravity values.
 DH0570
 DH0570;                    North         East    Units  Estimated Accuracy
 DH0570;SPC AL E     -   280,240.      178,930.      MT  (+/- 180 meters Scaled)
 DH0570
 DH0570                          SUPERSEDED SURVEY CONTROL
 DH0570
 DH0570  NGVD 29 (??/??/92)  215.262  (m)          706.24   (f) ADJ UNCH    2 0
 DH0570
 DH0570.Superseded values are not recommended for survey control.
 DH0570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0570.See file dsdata.txt to determine how the superseded data were derived.
 DH0570
 DH0570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB878546(NAD 83)
 DH0570_MARKER: DB = BENCH MARK DISK
 DH0570_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0570_SP_SET: BRIDGE
 DH0570_STAMPING: A 272 1949
 DH0570_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0570
 DH0570  HISTORY     - Date     Condition        Report By
 DH0570  HISTORY     - 1949     MONUMENTED       CGS
 DH0570
 DH0570                          STATION DESCRIPTION
 DH0570
 DH0570'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0570'2.75 MI S FROM GOOD WATER.
 DH0570'ABOUT 2.75 MILES SOUTH ALONG U.S. HIGHWAY 241 FROM THE JUNCTION OF
 DH0570'STATE HIGHWAY 9 AT GOODWATER, SET IN THE TOP OF THE NORTH END OF THE
 DH0570'CONCRETE FOUNDATION FOR THE EAST BANISTER OF A 102-FOOT CONCRETE
 DH0570'BRIDGE OVER A CREEK, 12 1/2 FEET EAST OF THE CENTER LINE OF THE
 DH0570'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1325 ***********************************************************************
 CM1325  DESIGNATION -  A 273
 CM1325  PID         -  CM1325
 CM1325  STATE/COUNTY-  AL/TALLAPOOSA
 CM1325  USGS QUAD   -  OUR TOWN (1971)
 CM1325
 CM1325                         *CURRENT SURVEY CONTROL
 CM1325  ___________________________________________________________________
 CM1325* NAD 83(1986)-  32 50 25.     (N)    085 57 34.     (W)     SCALED    
 CM1325* NAVD 88     -       219.296  (meters)     719.47   (feet)  ADJUSTED  
 CM1325  ___________________________________________________________________
 CM1325  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM1325  DYNAMIC HT  -         219.040 (meters)     718.63  (feet)  COMP
 CM1325  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 CM1325
 CM1325  VERT ORDER  -  SECOND    CLASS 0
 CM1325
 CM1325.The horizontal coordinates were scaled from a topographic map and have
 CM1325.an estimated accuracy of +/- 6 seconds.
 CM1325
 CM1325.The orthometric height was determined by differential leveling
 CM1325.and adjusted by the National Geodetic Survey in June 1991..
 CM1325
 CM1325.The geoid height was determined by GEOID03.
 CM1325
 CM1325.The dynamic height is computed by dividing the NAVD 88
 CM1325.geopotential number by the normal gravity value computed on the
 CM1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1325.degrees latitude (g = 980.6199 gals.).
 CM1325
 CM1325.The modeled gravity was interpolated from observed gravity values.
 CM1325
 CM1325;                    North         East    Units  Estimated Accuracy
 CM1325;SPC AL E     -   259,490.      188,190.      MT  (+/- 180 meters Scaled)
 CM1325
 CM1325                          SUPERSEDED SURVEY CONTROL
 CM1325
 CM1325  NGVD 29 (??/??/92)  219.270  (m)          719.39   (f) ADJ UNCH    2 0
 CM1325
 CM1325.Superseded values are not recommended for survey control.
 CM1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1325.See file dsdata.txt to determine how the superseded data were derived.
 CM1325
 CM1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB973340(NAD 83)
 CM1325_MARKER: DB = BENCH MARK DISK
 CM1325_SETTING: 66 = SET IN ROCK OUTCROP
 CM1325_SP_SET: ROCK OUTCROP
 CM1325_STAMPING: A 273 1949
 CM1325_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CM1325+STABILITY: POSITION/ELEVATION WELL
 CM1325_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1325+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 CM1325
 CM1325  HISTORY     - Date     Condition        Report By
 CM1325  HISTORY     - 1949     MONUMENTED       CGS
 CM1325  HISTORY     - 20030308 GOOD             JCLS
 CM1325
 CM1325                          STATION DESCRIPTION
 CM1325
 CM1325'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CM1325'0.9 MI N FROM OUR TOWN.
 CM1325'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 63 FROM THE CROSSROADS
 CM1325'AT OUR TOWN, ABOUT 0.45 MILE NORTH OF A CONCRETE BRIDGE, ABOUT
 CM1325'1.2 MILES SOUTH OF A CROSS ROAD AND CHURCH, ABOUT 0.3 MILE SOUTH
 CM1325'OF THE CROSSING OF A POWER TRANSMISSION LINE, ABOUT 0.15 MILE
 CM1325'SOUTH OF A SAW MILL SITE ON EAST SIDE OF ROAD AND TOP OF A GRADE,
 CM1325'97 FEET SOUTH OF A TELEPHONE AND POWER POLE, 43 FEET EAST OF THE
 CM1325'CENTER LINE OF THE HIGHWAY, 5 1/2 FEET EAST OF A FENCE LINE, 48
 CM1325'FEET NORTH OF A LONE FORKED 7-INCH PINE TREE IN FENCE LINE, AND
 CM1325'SET IN THE TOP OF AN OUTCROPPING OF ROCK, ABOUT 3 FEET ABOVE THE
 CM1325'HIGHWAY.
 CM1325
 CM1325                          STATION RECOVERY (2003)
 CM1325
 CM1325'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CM1325'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1342 ***********************************************************************
 CM1342  DESIGNATION -  A 274
 CM1342  PID         -  CM1342
 CM1342  STATE/COUNTY-  AL/TALLAPOOSA
 CM1342  USGS QUAD   -  ALEXANDER CITY (1983)
 CM1342
 CM1342                         *CURRENT SURVEY CONTROL
 CM1342  ___________________________________________________________________
 CM1342* NAD 83(1986)-  32 58 41.     (N)    085 52 43.     (W)     SCALED    
 CM1342* NAVD 88     -       214.250  (meters)     702.92   (feet)  ADJUSTED  
 CM1342  ___________________________________________________________________
 CM1342  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CM1342  DYNAMIC HT  -         214.002 (meters)     702.10  (feet)  COMP
 CM1342  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 CM1342
 CM1342  VERT ORDER  -  SECOND    CLASS 0
 CM1342
 CM1342.The horizontal coordinates were scaled from a topographic map and have
 CM1342.an estimated accuracy of +/- 6 seconds.
 CM1342
 CM1342.The orthometric height was determined by differential leveling
 CM1342.and adjusted by the National Geodetic Survey in June 1991..
 CM1342
 CM1342.The geoid height was determined by GEOID03.
 CM1342
 CM1342.The dynamic height is computed by dividing the NAVD 88
 CM1342.geopotential number by the normal gravity value computed on the
 CM1342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1342.degrees latitude (g = 980.6199 gals.).
 CM1342
 CM1342.The modeled gravity was interpolated from observed gravity values.
 CM1342
 CM1342;                    North         East    Units  Estimated Accuracy
 CM1342;SPC AL E     -   274,760.      195,770.      MT  (+/- 180 meters Scaled)
 CM1342
 CM1342                          SUPERSEDED SURVEY CONTROL
 CM1342
 CM1342  NGVD 29 (??/??/92)  214.225  (m)          702.84   (f) ADJ UNCH    2 0
 CM1342
 CM1342.Superseded values are not recommended for survey control.
 CM1342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1342.See file dsdata.txt to determine how the superseded data were derived.
 CM1342
 CM1342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB047494(NAD 83)
 CM1342_MARKER: DB = BENCH MARK DISK
 CM1342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1342_STAMPING: A 274 1949
 CM1342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1342+STABILITY: SURFACE MOTION
 CM1342
 CM1342  HISTORY     - Date     Condition        Report By
 CM1342  HISTORY     - 1949     MONUMENTED       CGS
 CM1342  HISTORY     - 1969     MARK NOT FOUND   USGS
 CM1342
 CM1342                          STATION DESCRIPTION
 CM1342
 CM1342'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CM1342'5.3 MI NE FROM ALEXANDER CITY.
 CM1342'ABOUT 5.3 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE POST
 CM1342'OFFICE AT ALEXANDER CITY, ABOUT 0.9 MILE SOUTHWEST OF A SMALL
 CM1342'CHURCH AND CEMETERY, 171 FEET NORTHEAST OF THE CENTER OF THE
 CM1342'JUNCTION OF A DRIVE TO A HOUSE SOUTHEAST OF HIGHWAY, 53 FEET
 CM1342'SOUTHWEST OF A POWER POLE, 41 1/2 FEET NORTHWEST OF THE CENTER LINE
 CM1342'OF THE HIGHWAY, 106 FEET WEST OF THE JUNCTION OF A DRIVE TO HOUSE
 CM1342'SOUTHEAST OF HIGHWAY, 26 1/2 FEET NORTHEAST OF A FENCE CORNER, 11
 CM1342'FEET WEST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 CM1342'WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 CM1342'CONCRETE POST PROJECTING 3 INCHES.
 CM1342
 CM1342                          STATION RECOVERY (1969)
 CM1342
 CM1342'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CM1342'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0790 ***********************************************************************
 DH0790  DESIGNATION -  A 275
 DH0790  PID         -  DH0790
 DH0790  STATE/COUNTY-  AL/SHELBY
 DH0790  USGS QUAD   -  OZAN (1979)
 DH0790
 DH0790                         *CURRENT SURVEY CONTROL
 DH0790  ___________________________________________________________________
 DH0790* NAD 83(1986)-  33 06 08.     (N)    086 43 11.     (W)     SCALED    
 DH0790* NAVD 88     -       162.762  (meters)     534.00   (feet)  ADJUSTED  
 DH0790  ___________________________________________________________________
 DH0790  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0790  DYNAMIC HT  -         162.577 (meters)     533.39  (feet)  COMP
 DH0790  MODELED GRAV-     979,502.8   (mgal)                       NAVD 88
 DH0790
 DH0790  VERT ORDER  -  SECOND    CLASS 0
 DH0790
 DH0790.The horizontal coordinates were scaled from a topographic map and have
 DH0790.an estimated accuracy of +/- 6 seconds.
 DH0790
 DH0790.The orthometric height was determined by differential leveling
 DH0790.and adjusted by the National Geodetic Survey in June 1991..
 DH0790
 DH0790.The geoid height was determined by GEOID03.
 DH0790
 DH0790.The dynamic height is computed by dividing the NAVD 88
 DH0790.geopotential number by the normal gravity value computed on the
 DH0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0790.degrees latitude (g = 980.6199 gals.).
 DH0790
 DH0790.The modeled gravity was interpolated from observed gravity values.
 DH0790
 DH0790;                    North         East    Units  Estimated Accuracy
 DH0790;SPC AL W     -   344,220.      672,830.      MT  (+/- 180 meters Scaled)
 DH0790
 DH0790                          SUPERSEDED SURVEY CONTROL
 DH0790
 DH0790  NGVD 29 (??/??/92)  162.706  (m)          533.81   (f) ADJ UNCH    2 0
 DH0790
 DH0790.Superseded values are not recommended for survey control.
 DH0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0790.See file dsdata.txt to determine how the superseded data were derived.
 DH0790
 DH0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB261626(NAD 83)
 DH0790_MARKER: DB = BENCH MARK DISK
 DH0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0790_STAMPING: A 275 1948
 DH0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0790+STABILITY: SURFACE MOTION
 DH0790
 DH0790  HISTORY     - Date     Condition        Report By
 DH0790  HISTORY     - 1948     MONUMENTED       CGS
 DH0790
 DH0790                          STATION DESCRIPTION
 DH0790
 DH0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0790'2.5 MI SE FROM CALERA.
 DH0790'ABOUT 2.5 MILES SOUTHEAST AND EAST ALONG THE LOUISVILLE AND NASHVILLE
 DH0790'RAILROAD FROM THE STATION AT CALERA, ABOUT MIDWAY BETWEEN MILE POSTS
 DH0790'428 AND 427, ABOUT 0.4 MILE SOUTHWEST OF THE STATION SIGN AND FLAG
 DH0790'STOP AT OZAN, AT A NORTHWEST-SOUTHEAST GRAVEL ROAD CROSSING, 51 FEET
 DH0790'NORTHEAST OF THE CENTER LINE OF THE ROAD, 42 FEET NORTHWEST OF THE
 DH0790'NORTHWEST RAIL, 20.5 FEET WEST OF A TELEPHONE POLE, 69 FEET NORTH AND
 DH0790'ACROSS TRACKS FROM THE CROSSING SIGN, 2 FEET SOUTHWEST OF A WHITE
 DH0790'WOODEN WITNESS POST, 2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 DH0790'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0812 ***********************************************************************
 DH0812  DESIGNATION -  A 276
 DH0812  PID         -  DH0812
 DH0812  STATE/COUNTY-  AL/SHELBY
 DH0812  USGS QUAD   -  ALABASTER (1980)
 DH0812
 DH0812                         *CURRENT SURVEY CONTROL
 DH0812  ___________________________________________________________________
 DH0812* NAD 83(1986)-  33 12 45.     (N)    086 49 02.     (W)     SCALED    
 DH0812* NAVD 88     -       159.476  (meters)     523.21   (feet)  ADJUSTED  
 DH0812  ___________________________________________________________________
 DH0812  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0812  DYNAMIC HT  -         159.298 (meters)     522.63  (feet)  COMP
 DH0812  MODELED GRAV-     979,520.3   (mgal)                       NAVD 88
 DH0812
 DH0812  VERT ORDER  -  SECOND    CLASS 0
 DH0812
 DH0812.The horizontal coordinates were scaled from a topographic map and have
 DH0812.an estimated accuracy of +/- 6 seconds.
 DH0812
 DH0812.The orthometric height was determined by differential leveling
 DH0812.and adjusted by the National Geodetic Survey in June 1991..
 DH0812
 DH0812.The geoid height was determined by GEOID03.
 DH0812
 DH0812.The dynamic height is computed by dividing the NAVD 88
 DH0812.geopotential number by the normal gravity value computed on the
 DH0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0812.degrees latitude (g = 980.6199 gals.).
 DH0812
 DH0812.The modeled gravity was interpolated from observed gravity values.
 DH0812
 DH0812;                    North         East    Units  Estimated Accuracy
 DH0812;SPC AL W     -   356,390.      663,650.      MT  (+/- 180 meters Scaled)
 DH0812
 DH0812                          SUPERSEDED SURVEY CONTROL
 DH0812
 DH0812  NGVD 29 (??/??/92)  159.436  (m)          523.08   (f) ADJ UNCH    2 0
 DH0812
 DH0812.Superseded values are not recommended for survey control.
 DH0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0812.See file dsdata.txt to determine how the superseded data were derived.
 DH0812
 DH0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB170748(NAD 83)
 DH0812_MARKER: DB = BENCH MARK DISK
 DH0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0812_STAMPING: A 276 1948
 DH0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0812+STABILITY: SURFACE MOTION
 DH0812
 DH0812  HISTORY     - Date     Condition        Report By
 DH0812  HISTORY     - 1948     MONUMENTED       CGS
 DH0812
 DH0812                          STATION DESCRIPTION
 DH0812
 DH0812'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0812'3.95 MI E FROM MAYLENE.
 DH0812'ABOUT 0.75 MILE NORTH ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 DH0812'MAYLENE, THENCE ABOUT 2.15 MILES EAST ALONG A GRAVEL ROAD, THENCE
 DH0812'ABOUT 0.5 MILE SOUTH ALONG A BLACK TOP ROAD, THENCE ABOUT 0.55 MILE
 DH0812'EAST ALONG A GRAVEL ROAD, ABOUT 0.55 MILE EAST OF THE ELLIOTSVILLE
 DH0812'CHURCH AND CEMETERY, 29 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 216
 DH0812'FEET EAST OF A PIPE LINE CROSSING CONCRETE MARKER POST, 154 FEET WEST
 DH0812'OF THE WEST END OF A PIPE CULVERT UNDER DRIVE SOUTH TO A FARM HOUSE,
 DH0812'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0812'PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACH FROM THE POST OFFICE AT
 DH0812'SAGINAW BY GOING ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 31, THENCE
 DH0812'ABOUT 1.6 MILE SOUTH AND WEST ALONG A ROAD FORDING A SMALL STREAM
 DH0812'LEADING TO MAYLENE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0891 ***********************************************************************
 DH0891  DESIGNATION -  A 277
 DH0891  PID         -  DH0891
 DH0891  STATE/COUNTY-  AL/SHELBY
 DH0891  USGS QUAD   -  BOUNDS LAKE (1980)
 DH0891
 DH0891                         *CURRENT SURVEY CONTROL
 DH0891  ___________________________________________________________________
 DH0891* NAD 83(1986)-  33 09 27.     (N)    086 38 24.     (W)     SCALED    
 DH0891* NAVD 88     -       145.601  (meters)     477.69   (feet)  ADJUSTED  
 DH0891  ___________________________________________________________________
 DH0891  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0891  DYNAMIC HT  -         145.437 (meters)     477.15  (feet)  COMP
 DH0891  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 DH0891
 DH0891  VERT ORDER  -  SECOND    CLASS 0
 DH0891
 DH0891.The horizontal coordinates were scaled from a topographic map and have
 DH0891.an estimated accuracy of +/- 6 seconds.
 DH0891
 DH0891.The orthometric height was determined by differential leveling
 DH0891.and adjusted by the National Geodetic Survey in June 1991..
 DH0891
 DH0891.The geoid height was determined by GEOID03.
 DH0891
 DH0891.The dynamic height is computed by dividing the NAVD 88
 DH0891.geopotential number by the normal gravity value computed on the
 DH0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0891.degrees latitude (g = 980.6199 gals.).
 DH0891
 DH0891.The modeled gravity was interpolated from observed gravity values.
 DH0891
 DH0891;                    North         East    Units  Estimated Accuracy
 DH0891;SPC AL W     -   350,410.      680,220.      MT  (+/- 180 meters Scaled)
 DH0891
 DH0891                          SUPERSEDED SURVEY CONTROL
 DH0891
 DH0891  NGVD 29 (??/??/92)  145.550  (m)          477.53   (f) ADJ UNCH    2 0
 DH0891
 DH0891.Superseded values are not recommended for survey control.
 DH0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0891.See file dsdata.txt to determine how the superseded data were derived.
 DH0891
 DH0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB335688(NAD 83)
 DH0891_MARKER: DB = BENCH MARK DISK
 DH0891_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0891_SP_SET: BRIDGE ABUTMENT
 DH0891_STAMPING: A 277 1949
 DH0891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0891
 DH0891  HISTORY     - Date     Condition        Report By
 DH0891  HISTORY     - 1949     MONUMENTED       CGS
 DH0891
 DH0891                          STATION DESCRIPTION
 DH0891
 DH0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0891'2.75 MI SW FROM COLUMBIANA.
 DH0891'ABOUT 2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0891'AT COLUMBIANA, SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST
 DH0891'ABUTMENT OF A 200-FOOT CONCRETE BRIDGE OVER WAXAHATCHEE CREEK, 13 FEET
 DH0891'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHWEST OF THE
 DH0891'CONCRETE BANISTER AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0870 ***********************************************************************
 DH0870  DESIGNATION -  A 278
 DH0870  PID         -  DH0870
 DH0870  STATE/COUNTY-  AL/SHELBY
 DH0870  USGS QUAD   -  WESTOVER (1982)
 DH0870
 DH0870                         *CURRENT SURVEY CONTROL
 DH0870  ___________________________________________________________________
 DH0870* NAD 83(1986)-  33 16 34.     (N)    086 35 40.     (W)     SCALED    
 DH0870* NAVD 88     -       143.660  (meters)     471.32   (feet)  ADJUSTED  
 DH0870  ___________________________________________________________________
 DH0870  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0870  DYNAMIC HT  -         143.501 (meters)     470.80  (feet)  COMP
 DH0870  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 DH0870
 DH0870  VERT ORDER  -  SECOND    CLASS 0
 DH0870
 DH0870.The horizontal coordinates were scaled from a topographic map and have
 DH0870.an estimated accuracy of +/- 6 seconds.
 DH0870
 DH0870.The orthometric height was determined by differential leveling
 DH0870.and adjusted by the National Geodetic Survey in June 1991..
 DH0870
 DH0870.The geoid height was determined by GEOID03.
 DH0870
 DH0870.The dynamic height is computed by dividing the NAVD 88
 DH0870.geopotential number by the normal gravity value computed on the
 DH0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0870.degrees latitude (g = 980.6199 gals.).
 DH0870
 DH0870.The modeled gravity was interpolated from observed gravity values.
 DH0870
 DH0870;                    North         East    Units  Estimated Accuracy
 DH0870;SPC AL W     -   363,600.      684,360.      MT  (+/- 180 meters Scaled)
 DH0870
 DH0870                          SUPERSEDED SURVEY CONTROL
 DH0870
 DH0870  NGVD 29 (??/??/92)  143.602  (m)          471.13   (f) ADJ UNCH    2 0
 DH0870
 DH0870.Superseded values are not recommended for survey control.
 DH0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0870.See file dsdata.txt to determine how the superseded data were derived.
 DH0870
 DH0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB377819(NAD 83)
 DH0870_MARKER: DB = BENCH MARK DISK
 DH0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0870_STAMPING: A 278 1949
 DH0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0870+STABILITY: SURFACE MOTION
 DH0870
 DH0870  HISTORY     - Date     Condition        Report By
 DH0870  HISTORY     - 1949     MONUMENTED       CGS
 DH0870
 DH0870                          STATION DESCRIPTION
 DH0870
 DH0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0870'10.35 MI N FROM COLUMBIANA.
 DH0870'ABOUT 4.35 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0870'AT COLUMBIANA, THENCE ABOUT 2.2 MILES NORTH ALONG A GRAVEL ROAD VIA
 DH0870'BLUE SPRINGS CHURCH, THENCE ABOUT 0.95 MILE WEST ALONG A GRAVEL ROAD,
 DH0870'THENCE ABOUT 2.1 MILES NORTH-NORTHWEST ALONG A GRAVEL ROAD VIA
 DH0870'FLORENCE CHURCH, THENCE ABOUT 0.75 MILE WEST AND NORTHWEST ALONG A
 DH0870'DIRT ROAD LEADING TO THE COLUMBIANA-CHELSEA ROAD, ABOUT 0.65 MILE
 DH0870'NORTHWEST AND 0.7 MILE WEST-NORTHWEST OF FLORENCE CHURCH, ABOUT 0.25
 DH0870'MILE SOUTHEAST OF A WOODEN BRIDGE OVER SOUTH FORK OF YELLOWLEAF CREEK,
 DH0870'25 YARDS SOUTHEAST OF A FORD ACROSS SMALL STREAM, 26 FEET NORTHEAST OF
 DH0870'THE CENTER LINE OF THE ROAD, 15 FEET NORTHWEST OF A TRIANGULAR BLAZED
 DH0870'12-INCH ASH TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1
 DH0870'1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0870'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0909 ***********************************************************************
 DH0909  DESIGNATION -  A 279
 DH0909  PID         -  DH0909
 DH0909  STATE/COUNTY-  AL/SHELBY
 DH0909  USGS QUAD   -  COLUMBIANA (1980)
 DH0909
 DH0909                         *CURRENT SURVEY CONTROL
 DH0909  ___________________________________________________________________
 DH0909* NAD 83(1986)-  33 08 06.     (N)    086 35 12.     (W)     SCALED    
 DH0909* NAVD 88     -       179.089  (meters)     587.56   (feet)  ADJUSTED  
 DH0909  ___________________________________________________________________
 DH0909  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0909  DYNAMIC HT  -         178.888 (meters)     586.90  (feet)  COMP
 DH0909  MODELED GRAV-     979,511.2   (mgal)                       NAVD 88
 DH0909
 DH0909  VERT ORDER  -  SECOND    CLASS 0
 DH0909
 DH0909.The horizontal coordinates were scaled from a topographic map and have
 DH0909.an estimated accuracy of +/- 6 seconds.
 DH0909
 DH0909.The orthometric height was determined by differential leveling
 DH0909.and adjusted by the National Geodetic Survey in June 1991..
 DH0909
 DH0909.The geoid height was determined by GEOID03.
 DH0909
 DH0909.The dynamic height is computed by dividing the NAVD 88
 DH0909.geopotential number by the normal gravity value computed on the
 DH0909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0909.degrees latitude (g = 980.6199 gals.).
 DH0909
 DH0909.The modeled gravity was interpolated from observed gravity values.
 DH0909
 DH0909;                    North         East    Units  Estimated Accuracy
 DH0909;SPC AL W     -   347,960.      685,220.      MT  (+/- 180 meters Scaled)
 DH0909
 DH0909                          SUPERSEDED SURVEY CONTROL
 DH0909
 DH0909  NGVD 29 (??/??/92)  179.040  (m)          587.40   (f) ADJ UNCH    2 0
 DH0909
 DH0909.Superseded values are not recommended for survey control.
 DH0909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0909.See file dsdata.txt to determine how the superseded data were derived.
 DH0909
 DH0909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB385663(NAD 83)
 DH0909_MARKER: DB = BENCH MARK DISK
 DH0909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0909_STAMPING: A 279 1949
 DH0909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0909+STABILITY: SURFACE MOTION
 DH0909
 DH0909  HISTORY     - Date     Condition        Report By
 DH0909  HISTORY     - 1949     MONUMENTED       CGS
 DH0909  HISTORY     - 1974     MARK NOT FOUND   USGS
 DH0909
 DH0909                          STATION DESCRIPTION
 DH0909
 DH0909'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0909'3.1 MI SSE FROM COLUMBIANA.
 DH0909'ABOUT 3.1 MILES SOUTH AND SOUTHEAST ALONG A GRAVEL ROAD LEADING TO
 DH0909'SHELBY FROM THE WATER TOWER AT COLUMBIANA, ABOUT 0.9 MILE SOUTHEAST OF
 DH0909'THE SHELBY COUNTY TRAINING SCHOOL FOR COLORED, ABOUT 0.1 MILE
 DH0909'SOUTHEAST OF THE JUNCTION OF A ROAD WEST, ABOUT 0.35 MILE NORTHWEST OF
 DH0909'THE JUNCTION OF A ROAD EAST, 26 FEET SOUTHWEST OF THE CENTER LINE OF
 DH0909'THE ROAD, 42 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A DRIVE NORTH
 DH0909'OF A LARGE FARM HOUSE, 27 FEET SOUTHEAST OF THE CENTER LINE OF A FIELD
 DH0909'ROAD SOUTHWEST, 20.5 FEET EAST OF THE NORTHEAST CORNER OF A SMALL
 DH0909'BARN, 62 FEET SOUTHEAST OF A POWER POLE, 2 FEET NORTHWEST OF A WHITE
 DH0909'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 DH0909'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED FROM
 DH0909'SHELBY BY GOING ABOUT 0.7 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE
 DH0909'RAILROAD FROM THE STATION, THENCE ABOUT 1.5 MILES NORTHWEST ALONG A
 DH0909'GRAVEL ROAD LEADING TO COLUMBIANA.
 DH0909
 DH0909                          STATION RECOVERY (1974)
 DH0909
 DH0909'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DH0909'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1323 ***********************************************************************
 BT1323  DESIGNATION -  A 28
 BT1323  PID         -  BT1323
 BT1323  STATE/COUNTY-  AL/PIKE
 BT1323  USGS QUAD   -  TROY (1981)
 BT1323
 BT1323                         *CURRENT SURVEY CONTROL
 BT1323  ___________________________________________________________________
 BT1323* NAD 83(1986)-  31 48 19.     (N)    085 58 17.     (W)     SCALED    
 BT1323* NAVD 88     -       161.015  (meters)     528.26   (feet)  ADJUSTED  
 BT1323  ___________________________________________________________________
 BT1323  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BT1323  DYNAMIC HT  -         160.823 (meters)     527.63  (feet)  COMP
 BT1323  MODELED GRAV-     979,445.0   (mgal)                       NAVD 88
 BT1323
 BT1323  VERT ORDER  -  FIRST     CLASS I
 BT1323
 BT1323.The horizontal coordinates were scaled from a topographic map and have
 BT1323.an estimated accuracy of +/- 6 seconds.
 BT1323
 BT1323.The orthometric height was determined by differential leveling
 BT1323.and adjusted by the National Geodetic Survey in June 1991..
 BT1323
 BT1323.The geoid height was determined by GEOID03.
 BT1323
 BT1323.The dynamic height is computed by dividing the NAVD 88
 BT1323.geopotential number by the normal gravity value computed on the
 BT1323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1323.degrees latitude (g = 980.6199 gals.).
 BT1323
 BT1323.The modeled gravity was interpolated from observed gravity values.
 BT1323
 BT1323;                    North         East    Units  Estimated Accuracy
 BT1323;SPC AL E     -   144,720.      186,930.      MT  (+/- 180 meters Scaled)
 BT1323
 BT1323                          SUPERSEDED SURVEY CONTROL
 BT1323
 BT1323  NGVD 29 (??/??/92)  160.998  (m)          528.21   (f) ADJ UNCH    1 1
 BT1323
 BT1323.Superseded values are not recommended for survey control.
 BT1323.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1323.See file dsdata.txt to determine how the superseded data were derived.
 BT1323
 BT1323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA973193(NAD 83)
 BT1323_MARKER: DB = BENCH MARK DISK
 BT1323_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT1323_SP_SET: ABUTMENT
 BT1323_STAMPING: A 28 1934 528.208
 BT1323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1323
 BT1323  HISTORY     - Date     Condition        Report By
 BT1323  HISTORY     - 1934     MONUMENTED       CGS
 BT1323  HISTORY     - 1968     GOOD             NGS
 BT1323  HISTORY     - 1981     GOOD             NGS
 BT1323
 BT1323                          STATION DESCRIPTION
 BT1323
 BT1323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BT1323'0.2 MI E FROM TROY.
 BT1323'AT TROY, ABOUT 0.15 MILE EAST ALONG THE SEABOARD COAST LINE
 BT1323'RAILROAD FROM THE STATION AT TROY, 0.15 MILE EAST OF MILEPOST N 851,
 BT1323'SET ON THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF
 BT1323'AN OVERPASS OVER OLEO STREET, 595 FEET EAST OF THE CROSSING OF
 BT1323'THREE NOTCH STREET, 0.25 MILE SOUTHWEST OF THE CROSSING OF EAST
 BT1323'WALNUT STREET, 3 FEET SOUTH OF THE SOUTH RAIL AND 3 FEET BELOW THE
 BT1323'LEVEL OF THE TRACK.
 BT1323
 BT1323                          STATION RECOVERY (1981)
 BT1323
 BT1323'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BT1323'IN TROY, 0.24 KILOMETER (0.15 MILE) EAST-NORTHEAST ALONG THE
 BT1323'SEABOARD COAST LINE RAILROAD FROM THE FREIGHT STATION (OLD RAILROAD
 BT1323'STATION), IN TOP OF THE SOUTH END OF THE WEST ABUTMENT OF AN
 BT1323'OVERPASS BRIDGE (AT ONE TIME OLEO STREET RAN UNDER THE BRIDGE, OLEO
 BT1323'STREET NO LONGER EXISTS AND ONLY THE OVERPASS BRIDGE REMAINS), 0.08
 BT1323'KILOMETER (0.05 MILE) SOUTH AND IN THE EXTENDED CENTER LINE OF THE
 BT1323'SOUTH END (DEAD END) OF OAK STREET, 0.91 METER (3.0 FEET) SOUTH OF THE
 BT1323'SOUTH RAIL, 0.3 METER (1 FOOT) NORTH OF THE SOUTH END OF THE ABUTMENT.
 BT1323'THE MARK IS 0.91 M BELOW TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0764 ***********************************************************************
 DH0764  DESIGNATION -  A 280
 DH0764  PID         -  DH0764
 DH0764  STATE/COUNTY-  AL/CHILTON
 DH0764  USGS QUAD   -  OZAN (1979)
 DH0764
 DH0764                         *CURRENT SURVEY CONTROL
 DH0764  ___________________________________________________________________
 DH0764* NAD 83(1986)-  33 03 02.     (N)    086 44 32.     (W)     SCALED    
 DH0764* NAVD 88     -       158.205  (meters)     519.04   (feet)  ADJUSTED  
 DH0764  ___________________________________________________________________
 DH0764  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH0764  DYNAMIC HT  -         158.025 (meters)     518.45  (feet)  COMP
 DH0764  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 DH0764
 DH0764  VERT ORDER  -  SECOND    CLASS 0
 DH0764
 DH0764.The horizontal coordinates were scaled from a topographic map and have
 DH0764.an estimated accuracy of +/- 6 seconds.
 DH0764
 DH0764.The orthometric height was determined by differential leveling
 DH0764.and adjusted by the National Geodetic Survey in June 1991..
 DH0764
 DH0764.The geoid height was determined by GEOID03.
 DH0764
 DH0764.The dynamic height is computed by dividing the NAVD 88
 DH0764.geopotential number by the normal gravity value computed on the
 DH0764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0764.degrees latitude (g = 980.6199 gals.).
 DH0764
 DH0764.The modeled gravity was interpolated from observed gravity values.
 DH0764
 DH0764;                    North         East    Units  Estimated Accuracy
 DH0764;SPC AL W     -   338,470.      670,770.      MT  (+/- 180 meters Scaled)
 DH0764
 DH0764                          SUPERSEDED SURVEY CONTROL
 DH0764
 DH0764  NGVD 29 (??/??/92)  158.153  (m)          518.87   (f) ADJ UNCH    2 0
 DH0764
 DH0764.Superseded values are not recommended for survey control.
 DH0764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0764.See file dsdata.txt to determine how the superseded data were derived.
 DH0764
 DH0764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB240569(NAD 83)
 DH0764_MARKER: DB = BENCH MARK DISK
 DH0764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0764_STAMPING: A 280 1949
 DH0764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0764+STABILITY: SURFACE MOTION
 DH0764
 DH0764  HISTORY     - Date     Condition        Report By
 DH0764  HISTORY     - 1949     MONUMENTED       CGS
 DH0764  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0764
 DH0764                          STATION DESCRIPTION
 DH0764
 DH0764'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0764'4.25 MI SE FROM CALERA.
 DH0764'ABOUT 2.9 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE BANK BUILDING AT
 DH0764'CALERA, THENCE ABOUT 1.35 MILES EAST AND SOUTHEAST ALONG A GRAVEL
 DH0764'ROAD, ABOUT 1.1 MILES SOUTHEAST OF SHILOH CHURCH, ABOUT 0.55 MILE
 DH0764'SOUTHEAST OF THE JUNCTION OF A ROAD EAST, ABOUT 0.4 MILE NORTHWEST OF
 DH0764'A WOODEN BRIDGE OVER WATSON CREEK, ABOUT 0.35 MILE NORTHWEST OF THE
 DH0764'JUNCTION OF A ROAD WEST, AT THE JUNCTION OF A ROAD NORTHEAST, 32 FEET
 DH0764'NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 23 FEET SOUTH OF THE
 DH0764'CENTER LINE OF THE NORTH LEG OF THE ROAD NORTHEAST, 17.5 FEET SOUTH OF
 DH0764'A 14-INCH OAK TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2
 DH0764'FEET ABOVE THE MAIN ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0764'PROJECTING 4 INCHES.
 DH0764
 DH0764                          STATION RECOVERY (1975)
 DH0764
 DH0764'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1250 ***********************************************************************
 CN1250  DESIGNATION -  A 281
 CN1250  PID         -  CN1250
 CN1250  STATE/COUNTY-  AL/CHILTON
 CN1250  USGS QUAD   -  JEMISON EAST (1983)
 CN1250
 CN1250                         *CURRENT SURVEY CONTROL
 CN1250  ___________________________________________________________________
 CN1250* NAD 83(1986)-  32 57 53.     (N)    086 44 50.     (W)     SCALED    
 CN1250* NAVD 88     -       220.754  (meters)     724.26   (feet)  ADJUSTED  
 CN1250  ___________________________________________________________________
 CN1250  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CN1250  DYNAMIC HT  -         220.501 (meters)     723.43  (feet)  COMP
 CN1250  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 CN1250
 CN1250  VERT ORDER  -  SECOND    CLASS 0
 CN1250
 CN1250.The horizontal coordinates were scaled from a topographic map and have
 CN1250.an estimated accuracy of +/- 6 seconds.
 CN1250
 CN1250.The orthometric height was determined by differential leveling
 CN1250.and adjusted by the National Geodetic Survey in June 1991..
 CN1250
 CN1250.The geoid height was determined by GEOID03.
 CN1250
 CN1250.The dynamic height is computed by dividing the NAVD 88
 CN1250.geopotential number by the normal gravity value computed on the
 CN1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1250.degrees latitude (g = 980.6199 gals.).
 CN1250
 CN1250.The modeled gravity was interpolated from observed gravity values.
 CN1250
 CN1250;                    North         East    Units  Estimated Accuracy
 CN1250;SPC AL W     -   328,950.      670,370.      MT  (+/- 180 meters Scaled)
 CN1250
 CN1250                          SUPERSEDED SURVEY CONTROL
 CN1250
 CN1250  NGVD 29 (??/??/92)  220.707  (m)          724.10   (f) ADJ UNCH    2 0
 CN1250
 CN1250.Superseded values are not recommended for survey control.
 CN1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1250.See file dsdata.txt to determine how the superseded data were derived.
 CN1250
 CN1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB236474(NAD 83)
 CN1250_MARKER: DB = BENCH MARK DISK
 CN1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1250_STAMPING: A 281 1949
 CN1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1250+STABILITY: SURFACE MOTION
 CN1250
 CN1250  HISTORY     - Date     Condition        Report By
 CN1250  HISTORY     - 1949     MONUMENTED       CGS
 CN1250
 CN1250                          STATION DESCRIPTION
 CN1250
 CN1250'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1250'IN JEMISON.
 CN1250'AT JEMISON, IN THE NORTH PART OF TOWN, ALONG U.S. HIGHWAY 31, AT THE
 CN1250'HIGH SCHOOL, 47.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 142
 CN1250'FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK SCHOOL BUILDING,
 CN1250'51 FEET NORTH OF THE CENTER LINE OF THE NORTH DRIVE TO SCHOOL, 10 FEET
 CN1250'EAST OF A POWER POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND
 CN1250'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0413 ***********************************************************************
 DH0413  DESIGNATION -  A 282
 DH0413  PID         -  DH0413
 DH0413  STATE/COUNTY-  AL/COOSA
 DH0413  USGS QUAD   -  HOLLINS (1984)
 DH0413
 DH0413                         *CURRENT SURVEY CONTROL
 DH0413  ___________________________________________________________________
 DH0413* NAD 83(1986)-  33 04 21.     (N)    086 14 55.     (W)     SCALED    
 DH0413* NAVD 88     -       205.255  (meters)     673.41   (feet)  ADJUSTED  
 DH0413  ___________________________________________________________________
 DH0413  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH0413  DYNAMIC HT  -         205.020 (meters)     672.64  (feet)  COMP
 DH0413  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 DH0413
 DH0413  VERT ORDER  -  SECOND    CLASS 0
 DH0413
 DH0413.The horizontal coordinates were scaled from a topographic map and have
 DH0413.an estimated accuracy of +/- 6 seconds.
 DH0413
 DH0413.The orthometric height was determined by differential leveling
 DH0413.and adjusted by the National Geodetic Survey in June 1991..
 DH0413
 DH0413.The geoid height was determined by GEOID03.
 DH0413
 DH0413.The dynamic height is computed by dividing the NAVD 88
 DH0413.geopotential number by the normal gravity value computed on the
 DH0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0413.degrees latitude (g = 980.6199 gals.).
 DH0413
 DH0413.The modeled gravity was interpolated from observed gravity values.
 DH0413
 DH0413;                    North         East    Units  Estimated Accuracy
 DH0413;SPC AL E     -   285,310.      161,220.      MT  (+/- 180 meters Scaled)
 DH0413
 DH0413                          SUPERSEDED SURVEY CONTROL
 DH0413
 DH0413  NGVD 29 (??/??/92)  205.197  (m)          673.22   (f) ADJ UNCH    2 0
 DH0413
 DH0413.Superseded values are not recommended for survey control.
 DH0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0413.See file dsdata.txt to determine how the superseded data were derived.
 DH0413
 DH0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB701595(NAD 83)
 DH0413_MARKER: DB = BENCH MARK DISK
 DH0413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0413_SP_SET: BRIDGE
 DH0413_STAMPING: A 282 1949
 DH0413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0413
 DH0413  HISTORY     - Date     Condition        Report By
 DH0413  HISTORY     - 1949     MONUMENTED       CGS
 DH0413
 DH0413                          STATION DESCRIPTION
 DH0413
 DH0413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0413'0.3 MI NE FROM STEWARTVILLE.
 DH0413'AT STEWARTVILLE, ABOUT 0.3 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM
 DH0413'THE SCHOOL, ABOUT 0.35 MILE SOUTHWEST OF THE JUNCTION OF A BLACK TOP
 DH0413'ROAD EAST, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 DH0413'ABUTMENT OF A 120-FOOT CONCRETE BRIDGE OVER WEOGUFKA CREEK, 15 FEET
 DH0413'SOUTHEAST OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE
 DH0413'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1314 ***********************************************************************
 CN1314  DESIGNATION -  A 283
 CN1314  PID         -  CN1314
 CN1314  STATE/COUNTY-  AL/COOSA
 CN1314  USGS QUAD   -  MITCHELL DAM NW (1971)
 CN1314
 CN1314                         *CURRENT SURVEY CONTROL
 CN1314  ___________________________________________________________________
 CN1314* NAD 83(1986)-  32 58 05.     (N)    086 29 43.     (W)     SCALED    
 CN1314* NAVD 88     -       146.929  (meters)     482.05   (feet)  ADJUSTED  
 CN1314  ___________________________________________________________________
 CN1314  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN1314  DYNAMIC HT  -         146.761 (meters)     481.50  (feet)  COMP
 CN1314  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 CN1314
 CN1314  VERT ORDER  -  SECOND    CLASS 0
 CN1314
 CN1314.The horizontal coordinates were scaled from a topographic map and have
 CN1314.an estimated accuracy of +/- 6 seconds.
 CN1314
 CN1314.The orthometric height was determined by differential leveling
 CN1314.and adjusted by the National Geodetic Survey in June 1991..
 CN1314
 CN1314.The geoid height was determined by GEOID03.
 CN1314
 CN1314.The dynamic height is computed by dividing the NAVD 88
 CN1314.geopotential number by the normal gravity value computed on the
 CN1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1314.degrees latitude (g = 980.6199 gals.).
 CN1314
 CN1314.The modeled gravity was interpolated from observed gravity values.
 CN1314
 CN1314;                    North         East    Units  Estimated Accuracy
 CN1314;SPC AL E     -   273,850.      138,120.      MT  (+/- 180 meters Scaled)
 CN1314
 CN1314                          SUPERSEDED SURVEY CONTROL
 CN1314
 CN1314  NGVD 29 (??/??/92)  146.888  (m)          481.92   (f) ADJ UNCH    2 0
 CN1314
 CN1314.Superseded values are not recommended for survey control.
 CN1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1314.See file dsdata.txt to determine how the superseded data were derived.
 CN1314
 CN1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB471478(NAD 83)
 CN1314_MARKER: DB = BENCH MARK DISK
 CN1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1314_STAMPING: A 283 1949
 CN1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1314+STABILITY: SURFACE MOTION
 CN1314
 CN1314  HISTORY     - Date     Condition        Report By
 CN1314  HISTORY     - 1949     MONUMENTED       CGS
 CN1314  HISTORY     - 1964     GOOD             NGS
 CN1314
 CN1314                          STATION DESCRIPTION
 CN1314
 CN1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CN1314'1.4 MI E FROM LAY DAM.
 CN1314'LOCATED 0.3 MILE EAST ALONG A TRACK ROAD FROM LAY DAM ON THE COOSA
 CN1314'RIVER, THENCE EAST ALONG A COUNTY ROAD FOR 1.05 MILE TO THE MARK ON
 CN1314'THE RIGHT IN THE SOUTHWEST ANGLE OF THE JUNCTION OF A ROAD LEADING
 CN1314'SOUTH.  IT IS 44 FEET SOUTH OF THE CENTER OF THE COUNTY ROAD, 47 FEET
 CN1314'WEST OF THE CENTER OF THE ROAD LEADING SOUTH, AND 1 FOOT EAST OF A
 CN1314'METAL WITNESS POST.  IT IS A STANDARD DISK, SET IN THE TOP OF A
 CN1314'12-INCH ROUND CONCRETE POST PROJECTING 3 INCHES.  IT IS ON THE NORTH
 CN1314'SLOPE OF THE HILL IN A WOODED AREA, ABOUT LEVEL WITH THE ROAD LEADING
 CN1314'SOUTH AND ABOUT 2 FEET ABOVE THE EAST-WEST ROAD.  IT IS STAMPED A 283
 CN1314'1949.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0276 ***********************************************************************
 CN0276  DESIGNATION -  A 284
 CN0276  PID         -  CN0276
 CN0276  STATE/COUNTY-  AL/COOSA
 CN0276  USGS QUAD   -  RICHVILLE (1971)
 CN0276
 CN0276                         *CURRENT SURVEY CONTROL
 CN0276  ___________________________________________________________________
 CN0276* NAD 83(1986)-  32 51 00.     (N)    086 20 10.     (W)     SCALED    
 CN0276* NAVD 88     -       154.288  (meters)     506.19   (feet)  ADJUSTED  
 CN0276  ___________________________________________________________________
 CN0276  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN0276  DYNAMIC HT  -         154.112 (meters)     505.62  (feet)  COMP
 CN0276  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 CN0276
 CN0276  VERT ORDER  -  SECOND    CLASS 0
 CN0276
 CN0276.The horizontal coordinates were scaled from a topographic map and have
 CN0276.an estimated accuracy of +/- 6 seconds.
 CN0276
 CN0276.The orthometric height was determined by differential leveling
 CN0276.and adjusted by the National Geodetic Survey in June 1991..
 CN0276
 CN0276.The geoid height was determined by GEOID03.
 CN0276
 CN0276.The dynamic height is computed by dividing the NAVD 88
 CN0276.geopotential number by the normal gravity value computed on the
 CN0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0276.degrees latitude (g = 980.6199 gals.).
 CN0276
 CN0276.The modeled gravity was interpolated from observed gravity values.
 CN0276
 CN0276;                    North         East    Units  Estimated Accuracy
 CN0276;SPC AL E     -   260,670.      152,940.      MT  (+/- 180 meters Scaled)
 CN0276
 CN0276                          SUPERSEDED SURVEY CONTROL
 CN0276
 CN0276  NGVD 29 (??/??/92)  154.264  (m)          506.11   (f) ADJ UNCH    2 0
 CN0276
 CN0276.Superseded values are not recommended for survey control.
 CN0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0276.See file dsdata.txt to determine how the superseded data were derived.
 CN0276
 CN0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB621348(NAD 83)
 CN0276_MARKER: DB = BENCH MARK DISK
 CN0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0276_STAMPING: A 284 1949
 CN0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0276+STABILITY: SURFACE MOTION
 CN0276
 CN0276  HISTORY     - Date     Condition        Report By
 CN0276  HISTORY     - 1949     MONUMENTED       CGS
 CN0276
 CN0276                          STATION DESCRIPTION
 CN0276
 CN0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0276'1.0 MI N FROM KELLYS CROSSROADS.
 CN0276'ABOUT 1.0 MILE NORTH ALONG A COUNTY ROAD FROM THE INTERSECTION OF
 CN0276'STATE HIGHWAY 22 AT KELLYS CROSSROADS, AT SARDIS CHURCH, ABOUT 0.8
 CN0276'MILE SOUTH OF THE SOUTH END OF THE BRIDGE OVER HATCHET CREEK, 70 FEET
 CN0276'EAST OF THE CENTER LINE OF THE ROAD, 74 FEET WEST-NORTHWEST OF THE
 CN0276'CENTER OF A WELL, 83.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 CN0276'WOODEN CHURCH BUILDING, 24 FEET EAST-SOUTHEAST OF A 30-INCH OAK TREE,
 CN0276'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD
 CN0276'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0375 ***********************************************************************
 DH0375  DESIGNATION -  A 285
 DH0375  PID         -  DH0375
 DH0375  STATE/COUNTY-  AL/SHELBY
 DH0375  USGS QUAD   -  CHILDERSBURG (1972)
 DH0375
 DH0375                         *CURRENT SURVEY CONTROL
 DH0375  ___________________________________________________________________
 DH0375* NAD 83(1986)-  33 18 00.     (N)    086 22 12.     (W)     SCALED    
 DH0375* NAVD 88     -       129.605  (meters)     425.21   (feet)  ADJUSTED  
 DH0375  ___________________________________________________________________
 DH0375  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0375  DYNAMIC HT  -         129.462 (meters)     424.74  (feet)  COMP
 DH0375  MODELED GRAV-     979,531.9   (mgal)                       NAVD 88
 DH0375
 DH0375  VERT ORDER  -  SECOND    CLASS 0
 DH0375
 DH0375.The horizontal coordinates were scaled from a topographic map and have
 DH0375.an estimated accuracy of +/- 6 seconds.
 DH0375
 DH0375.The orthometric height was determined by differential leveling
 DH0375.and adjusted by the National Geodetic Survey in June 1991..
 DH0375
 DH0375.The geoid height was determined by GEOID03.
 DH0375
 DH0375.The dynamic height is computed by dividing the NAVD 88
 DH0375.geopotential number by the normal gravity value computed on the
 DH0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0375.degrees latitude (g = 980.6199 gals.).
 DH0375
 DH0375.The modeled gravity was interpolated from observed gravity values.
 DH0375
 DH0375;                    North         East    Units  Estimated Accuracy
 DH0375;SPC AL W     -   366,450.      705,240.      MT  (+/- 180 meters Scaled)
 DH0375
 DH0375                          SUPERSEDED SURVEY CONTROL
 DH0375
 DH0375  NGVD 29 (??/??/92)  129.570  (m)          425.10   (f) ADJ UNCH    2 0
 DH0375
 DH0375.Superseded values are not recommended for survey control.
 DH0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0375.See file dsdata.txt to determine how the superseded data were derived.
 DH0375
 DH0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB586847(NAD 83)
 DH0375_MARKER: DB = BENCH MARK DISK
 DH0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0375_STAMPING: A 285 1949
 DH0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0375+STABILITY: SURFACE MOTION
 DH0375
 DH0375  HISTORY     - Date     Condition        Report By
 DH0375  HISTORY     - 1949     MONUMENTED       CGS
 DH0375
 DH0375                          STATION DESCRIPTION
 DH0375
 DH0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0375'1.65 MI NW FROM CHILDERSBURG.
 DH0375'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF
 DH0375'STATE HIGHWAY 76E AT CHILDERSBURG, ABOUT 0.75 MILE NORTHWEST OF THE
 DH0375'BRIDGE OVER COOSA RIVER AND THE TALLADEGA-SHELBY COUNTY LINE, SET IN
 DH0375'THE Y AT THE JUNCTION OF STATE HIGHWAY 76 WEST, 66 FEET WEST OF THE
 DH0375'CENTER LINE OF HIGHWAY 91, 82 FEET NORTHEAST OF THE CENTER LINE OF
 DH0375'HIGHWAY 76, 15 FEET SOUTH OF A FENCE CORNER, ABOUT 270 FEET NORTHWEST
 DH0375'OF THE CENTER OF THE JUNCTION, 2 FEET EAST OF A WHITE WOODEN WITNESS
 DH0375'POST, 2 FEET ABOVE HIGHWAY 76 AND SET IN THE TOP OF A CONCRETE POST
 DH0375'PORJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0250 ***********************************************************************
 CN0250  DESIGNATION -  A 286
 CN0250  PID         -  CN0250
 CN0250  STATE/COUNTY-  AL/COOSA
 CN0250  USGS QUAD   -  EQUALITY (1971)
 CN0250
 CN0250                         *CURRENT SURVEY CONTROL
 CN0250  ___________________________________________________________________
 CN0250* NAD 83(1986)-  32 47 29.     (N)    086 06 48.     (W)     SCALED    
 CN0250* NAVD 88     -       213.218  (meters)     699.53   (feet)  ADJUSTED  
 CN0250  ___________________________________________________________________
 CN0250  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CN0250  DYNAMIC HT  -         212.968 (meters)     698.71  (feet)  COMP
 CN0250  MODELED GRAV-     979,462.3   (mgal)                       NAVD 88
 CN0250
 CN0250  VERT ORDER  -  SECOND    CLASS 0
 CN0250
 CN0250.The horizontal coordinates were scaled from a topographic map and have
 CN0250.an estimated accuracy of +/- 6 seconds.
 CN0250
 CN0250.The orthometric height was determined by differential leveling
 CN0250.and adjusted by the National Geodetic Survey in June 1991..
 CN0250
 CN0250.The geoid height was determined by GEOID03.
 CN0250
 CN0250.The dynamic height is computed by dividing the NAVD 88
 CN0250.geopotential number by the normal gravity value computed on the
 CN0250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0250.degrees latitude (g = 980.6199 gals.).
 CN0250
 CN0250.The modeled gravity was interpolated from observed gravity values.
 CN0250
 CN0250;                    North         East    Units  Estimated Accuracy
 CN0250;SPC AL E     -   254,100.      173,770.      MT  (+/- 180 meters Scaled)
 CN0250
 CN0250                          SUPERSEDED SURVEY CONTROL
 CN0250
 CN0250  NGVD 29 (??/??/92)  213.196  (m)          699.46   (f) ADJ UNCH    2 0
 CN0250
 CN0250.Superseded values are not recommended for survey control.
 CN0250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0250.See file dsdata.txt to determine how the superseded data were derived.
 CN0250
 CN0250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB830285(NAD 83)
 CN0250_MARKER: DB = BENCH MARK DISK
 CN0250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0250_STAMPING: A 286 1949
 CN0250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0250+STABILITY: SURFACE MOTION
 CN0250
 CN0250  HISTORY     - Date     Condition        Report By
 CN0250  HISTORY     - 1949     MONUMENTED       CGS
 CN0250  HISTORY     - 1969     MARK NOT FOUND   USGS
 CN0250
 CN0250                          STATION DESCRIPTION
 CN0250
 CN0250'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0250'2.55 MI S FROM NIXBURG.
 CN0250'ABOUT 2.55 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 CN0250'NIXBURG, AT A CROSS ROAD, 150 FEET NORTH-NORTHEAST OF THE CENTER OF
 CN0250'THE INTERSECTION, 124 FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL
 CN0250'ROAD NORTHEAST, 99 FEET NORTHWEST OF A FENCE CORNER, 49 FEET NORTHEAST
 CN0250'OF THE CENTER LINE OF THE HIGHWAY, 30 FEET NORTHEAST OF THE NORTHEAST
 CN0250'END OF A 24-INCH PIPE CULVERT, 1 1/2 FEET SOUTHWEST OF A FENCE LINE, 2
 CN0250'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CN0250'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN0250'NOTE-- MARK IS ABOUT 2.2 MILES NORTH OF THE POST OFFICE AT EQUALITY.
 CN0250
 CN0250                          STATION RECOVERY (1969)
 CN0250
 CN0250'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CN0250'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0162 ***********************************************************************
 CN0162  DESIGNATION -  A 287
 CN0162  PID         -  CN0162
 CN0162  STATE/COUNTY-  AL/ELMORE
 CN0162  USGS QUAD   -  HOLTVILLE (1987)
 CN0162
 CN0162                         *CURRENT SURVEY CONTROL
 CN0162  ___________________________________________________________________
 CN0162* NAD 83(1986)-  32 43 52.     (N)    086 19 49.     (W)     SCALED    
 CN0162* NAVD 88     -       155.498  (meters)     510.16   (feet)  ADJUSTED  
 CN0162  ___________________________________________________________________
 CN0162  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CN0162  DYNAMIC HT  -         155.318 (meters)     509.57  (feet)  COMP
 CN0162  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 CN0162
 CN0162  VERT ORDER  -  SECOND    CLASS 0
 CN0162
 CN0162.The horizontal coordinates were scaled from a topographic map and have
 CN0162.an estimated accuracy of +/- 6 seconds.
 CN0162
 CN0162.The orthometric height was determined by differential leveling
 CN0162.and adjusted by the National Geodetic Survey in June 1991..
 CN0162
 CN0162.The geoid height was determined by GEOID03.
 CN0162
 CN0162.The dynamic height is computed by dividing the NAVD 88
 CN0162.geopotential number by the normal gravity value computed on the
 CN0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0162.degrees latitude (g = 980.6199 gals.).
 CN0162
 CN0162.The modeled gravity was interpolated from observed gravity values.
 CN0162
 CN0162;                    North         East    Units  Estimated Accuracy
 CN0162;SPC AL E     -   247,490.      153,420.      MT  (+/- 180 meters Scaled)
 CN0162
 CN0162                          SUPERSEDED SURVEY CONTROL
 CN0162
 CN0162  NGVD 29 (??/??/92)  155.469  (m)          510.07   (f) ADJ UNCH    2 0
 CN0162
 CN0162.Superseded values are not recommended for survey control.
 CN0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0162.See file dsdata.txt to determine how the superseded data were derived.
 CN0162
 CN0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB627216(NAD 83)
 CN0162_MARKER: DB = BENCH MARK DISK
 CN0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0162_STAMPING: A 287 1949
 CN0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0162+STABILITY: SURFACE MOTION
 CN0162
 CN0162  HISTORY     - Date     Condition        Report By
 CN0162  HISTORY     - 1949     MONUMENTED       CGS
 CN0162
 CN0162                          STATION DESCRIPTION
 CN0162
 CN0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0162'1.8 MI NW FROM TITUS.
 CN0162'ABOUT 1.8 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE BAPTIST
 CN0162'CHURCH AT TITUS, ABOUT 0.25 MILE SOUTH OF A CHURCH AND CEMETERY ON
 CN0162'EAST SIDE OF ROAD, ABOUT 0.1 MILE SOUTH OF A ROAD EAST, AT A HOUSE ON
 CN0162'EAST SIDE OF ROAD, 128 FEET NORTH-NORTHWEST OF THE RICK CHIMNEY TO
 CN0162'HOUSE, 62 FEET NORTH-NORTHEAST OF A 30-INCH OAK TREE, 43 FEET EAST OF
 CN0162'THE CENTER LINE OF THE ROAD, 43 FEET SOUTH OF A 9-INCH SWEET GUM TREE
 CN0162'IN FENCE LINE, 4 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTH OF
 CN0162'A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP
 CN0162'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0246 ***********************************************************************
 CN0246  DESIGNATION -  A 288
 CN0246  PID         -  CN0246
 CN0246  STATE/COUNTY-  AL/ELMORE
 CN0246  USGS QUAD   -  ECLECTIC (1984)
 CN0246
 CN0246                         *CURRENT SURVEY CONTROL
 CN0246  ___________________________________________________________________
 CN0246* NAD 83(1986)-  32 44 51.     (N)    086 06 03.     (W)     SCALED    
 CN0246* NAVD 88     -       217.970  (meters)     715.12   (feet)  ADJUSTED  
 CN0246  ___________________________________________________________________
 CN0246  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CN0246  DYNAMIC HT  -         217.714 (meters)     714.28  (feet)  COMP
 CN0246  MODELED GRAV-     979,459.6   (mgal)                       NAVD 88
 CN0246
 CN0246  VERT ORDER  -  SECOND    CLASS 0
 CN0246
 CN0246.The horizontal coordinates were scaled from a topographic map and have
 CN0246.an estimated accuracy of +/- 6 seconds.
 CN0246
 CN0246.The orthometric height was determined by differential leveling
 CN0246.and adjusted by the National Geodetic Survey in June 1991..
 CN0246
 CN0246.The geoid height was determined by GEOID03.
 CN0246
 CN0246.The dynamic height is computed by dividing the NAVD 88
 CN0246.geopotential number by the normal gravity value computed on the
 CN0246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0246.degrees latitude (g = 980.6199 gals.).
 CN0246
 CN0246.The modeled gravity was interpolated from observed gravity values.
 CN0246
 CN0246;                    North         East    Units  Estimated Accuracy
 CN0246;SPC AL E     -   249,230.      174,930.      MT  (+/- 180 meters Scaled)
 CN0246
 CN0246                          SUPERSEDED SURVEY CONTROL
 CN0246
 CN0246  NGVD 29 (??/??/92)  217.949  (m)          715.05   (f) ADJ UNCH    2 0
 CN0246
 CN0246.Superseded values are not recommended for survey control.
 CN0246.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0246.See file dsdata.txt to determine how the superseded data were derived.
 CN0246
 CN0246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB842236(NAD 83)
 CN0246_MARKER: DB = BENCH MARK DISK
 CN0246_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0246_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0246_STAMPING: A 288 1949
 CN0246_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0246+STABILITY: SURFACE MOTION
 CN0246
 CN0246  HISTORY     - Date     Condition        Report By
 CN0246  HISTORY     - 1949     MONUMENTED       CGS
 CN0246
 CN0246                          STATION DESCRIPTION
 CN0246
 CN0246'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0246'1.0 MI S FROM EQUALITY.
 CN0246'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 CN0246'EQUALITY, ABOUT 0.5 MILE SOUTH OF THE COOSA-ELMORE COUNTY LINE, ABOUT
 CN0246'1.05 MILES NORTH OF THE CHURCH AND CEMETERY AT SEMAN, AT A HOUSE ON
 CN0246'EAST SIDE OF HIGHWAY, 122 FEET SOUTH-SOUTHWEST OF THE STONE AND BRICK
 CN0246'CHIMNEY OF HOUSE, 75 FEET SOUTH OF A HEDGE FENCE, 62 FEET EAST AND
 CN0246'ACROSS THE HIGHWAY FROM A CURVE SIGN POST, 48 FEET EAST OF THE CENTER
 CN0246'LINE OF THE HIGHWAY, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 CN0246'1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN0246'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0151 ***********************************************************************
 CN0151  DESIGNATION -  A 289
 CN0151  PID         -  CN0151
 CN0151  STATE/COUNTY-  AL/ELMORE
 CN0151  USGS QUAD   -  HOLTVILLE (1987)
 CN0151
 CN0151                         *CURRENT SURVEY CONTROL
 CN0151  ___________________________________________________________________
 CN0151* NAD 83(1986)-  32 41 23.     (N)    086 20 39.     (W)     SCALED    
 CN0151* NAVD 88     -        85.370  (meters)     280.08   (feet)  ADJUSTED  
 CN0151  ___________________________________________________________________
 CN0151  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CN0151  DYNAMIC HT  -          85.271 (meters)     279.76  (feet)  COMP
 CN0151  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 CN0151
 CN0151  VERT ORDER  -  SECOND    CLASS 0
 CN0151
 CN0151.The horizontal coordinates were scaled from a topographic map and have
 CN0151.an estimated accuracy of +/- 6 seconds.
 CN0151
 CN0151.The orthometric height was determined by differential leveling
 CN0151.and adjusted by the National Geodetic Survey in June 1991..
 CN0151
 CN0151.The geoid height was determined by GEOID03.
 CN0151
 CN0151.The dynamic height is computed by dividing the NAVD 88
 CN0151.geopotential number by the normal gravity value computed on the
 CN0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0151.degrees latitude (g = 980.6199 gals.).
 CN0151
 CN0151.The modeled gravity was interpolated from observed gravity values.
 CN0151
 CN0151;                    North         East    Units  Estimated Accuracy
 CN0151;SPC AL E     -   242,900.      152,100.      MT  (+/- 180 meters Scaled)
 CN0151
 CN0151                          SUPERSEDED SURVEY CONTROL
 CN0151
 CN0151  NGVD 29 (??/??/92)   85.342  (m)          279.99   (f) ADJ UNCH    2 0
 CN0151
 CN0151.Superseded values are not recommended for survey control.
 CN0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0151.See file dsdata.txt to determine how the superseded data were derived.
 CN0151
 CN0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB614170(NAD 83)
 CN0151_MARKER: DB = BENCH MARK DISK
 CN0151_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0151_SP_SET: PROTRUDING ROCK
 CN0151_STAMPING: A 289 1949
 CN0151_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0151
 CN0151  HISTORY     - Date     Condition        Report By
 CN0151  HISTORY     - 1949     MONUMENTED       CGS
 CN0151  HISTORY     - 1980     MARK NOT FOUND   USGS
 CN0151
 CN0151                          STATION DESCRIPTION
 CN0151
 CN0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0151'5.7 MI NW FROM HOLTVILLE.
 CN0151'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 111 FROM THE SCHOOL AT
 CN0151'HOLTVILLE, THENCE ABOUT 4.4 MILES NORTHWEST ALONG A BLACK TOP ROAD,
 CN0151'THENCE ABOUT 0.85 MILE NORTHEAST ALONG A DIRT ROAD LEADING TO THE OLD
 CN0151'NOBLE FERRY LANDING ON THE COOSA RIVER, AT THE OLD FERRY LANDING,
 CN0151'ABOUT 70 YARDS WEST OF THE WEST EDGE OF THE WATER OF THE COOSA RIVER,
 CN0151'SET IN THE TOP OF A PROTRUDING ROCK IN THE NORTH SHOULDER OF ROAD, 68
 CN0151'FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL CABIN, 50 FEET
 CN0151'NORTH-NORTHEAST AND ACROSS ROAD FROM A SMALL ROCK DAM ON SMALL STREAM,
 CN0151'11 FEET NORTH OF THE CENTER LINE OF THE ROAD AND SET IN A DRILL HOLE.
 CN0151'NOTE-- LINE CONTINUES EAST ACROSS COOSA RIVER FROM THIS POINT. SEE
 CN0151'DESCRIPTION OF B.M. E 287 ON EAST SIDE OF COOSA RIVER.
 CN0151
 CN0151                          STATION RECOVERY (1980)
 CN0151
 CN0151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CN0151'OLD ROAD TO FERRY AND SMALL STONE DAM STILL EXIST BUT DESC. INAD. TO
 CN0151'PINPOINT LOCATION AND MARK STILL EXIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0294 ***********************************************************************
 BU0294  DESIGNATION -  A 29
 BU0294  PID         -  BU0294
 BU0294  STATE/COUNTY-  AL/COVINGTON
 BU0294  USGS QUAD   -  ANDALUSIA (1986)
 BU0294
 BU0294                         *CURRENT SURVEY CONTROL
 BU0294  ___________________________________________________________________
 BU0294* NAD 83(1986)-  31 18 28.     (N)    086 28 09.     (W)     SCALED    
 BU0294* NAVD 88     -        99.954  (meters)     327.93   (feet)  ADJUSTED  
 BU0294  ___________________________________________________________________
 BU0294  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU0294  DYNAMIC HT  -          99.832 (meters)     327.53  (feet)  COMP
 BU0294  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 BU0294
 BU0294  VERT ORDER  -  FIRST     CLASS II
 BU0294
 BU0294.The horizontal coordinates were scaled from a topographic map and have
 BU0294.an estimated accuracy of +/- 6 seconds.
 BU0294
 BU0294.The orthometric height was determined by differential leveling
 BU0294.and adjusted by the National Geodetic Survey in June 1991..
 BU0294.WARNING-Repeat measurements at this control monument indicate possible
 BU0294.vertical movement.
 BU0294
 BU0294.The geoid height was determined by GEOID03.
 BU0294
 BU0294.The dynamic height is computed by dividing the NAVD 88
 BU0294.geopotential number by the normal gravity value computed on the
 BU0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0294.degrees latitude (g = 980.6199 gals.).
 BU0294
 BU0294.The modeled gravity was interpolated from observed gravity values.
 BU0294
 BU0294;                    North         East    Units  Estimated Accuracy
 BU0294;SPC AL E     -    89,730.      139,470.      MT  (+/- 180 meters Scaled)
 BU0294
 BU0294                          SUPERSEDED SURVEY CONTROL
 BU0294
 BU0294  NGVD 29 (??/??/92)   99.988  (m)          328.04   (f) ADJ UNCH    1 2
 BU0294
 BU0294.Superseded values are not recommended for survey control.
 BU0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0294.See file dsdata.txt to determine how the superseded data were derived.
 BU0294
 BU0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV505638(NAD 83)
 BU0294_MARKER: DB = BENCH MARK DISK
 BU0294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0294_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0294_STAMPING: A 29 1934
 BU0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0294+STABILITY: SURFACE MOTION
 BU0294
 BU0294  HISTORY     - Date     Condition        Report By
 BU0294  HISTORY     - 1934     MONUMENTED       CGS
 BU0294  HISTORY     - 1968     GOOD             NGS
 BU0294
 BU0294                          STATION DESCRIPTION
 BU0294
 BU0294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0294'IN ANDALUSIA.
 BU0294'AT ANDALUSIA, 0.7 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE
 BU0294'RAILROAD FROM THE STATION, ABOUT 0.4 MILE WEST OF MILEPOST 581, ABOUT
 BU0294'15 RAILS EAST OF THE CROSSING OF STANLEY AVENUE (STATE HIGHWAY 55),
 BU0294'BETWEEN THE LOUISVILLE AND NASHVILLE RAILROAD AND CENTRAL OF GEORGIA
 BU0294'RAILWAY TRACKS, 87 1/2 FEET WEST OF POWER POLE 14, 52.2 FEET SOUTH OF
 BU0294'THE SOUTH RAIL OF THE RAILWAY, 51.9 FEET NORTH OF THE NORTH RAIL OF
 BU0294'THE RAILROAD, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 BU0294'THE RAILROAD, ABOUT 3 FEET BELOW THE LEVEL OF THE RAILWAY AND SET IN
 BU0294'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE
 BU0294'GROUND.  NOTE-- IT APPEARS THAT THIS MARK HAS LOWERED 6 CENTIMETERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1324 ***********************************************************************
 CN1324  DESIGNATION -  A 290
 CN1324  PID         -  CN1324
 CN1324  STATE/COUNTY-  AL/CHILTON
 CN1324  USGS QUAD   -  LAY DAM (1981)
 CN1324
 CN1324                         *CURRENT SURVEY CONTROL
 CN1324  ___________________________________________________________________
 CN1324* NAD 83(1986)-  32 55 59.     (N)    086 35 05.     (W)     SCALED    
 CN1324* NAVD 88     -       180.208  (meters)     591.23   (feet)  ADJUSTED  
 CN1324  ___________________________________________________________________
 CN1324  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN1324  DYNAMIC HT  -         180.002 (meters)     590.56  (feet)  COMP
 CN1324  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 CN1324
 CN1324  VERT ORDER  -  SECOND    CLASS 0
 CN1324
 CN1324.The horizontal coordinates were scaled from a topographic map and have
 CN1324.an estimated accuracy of +/- 6 seconds.
 CN1324
 CN1324.The orthometric height was determined by differential leveling
 CN1324.and adjusted by the National Geodetic Survey in June 1991..
 CN1324
 CN1324.The geoid height was determined by GEOID03.
 CN1324
 CN1324.The dynamic height is computed by dividing the NAVD 88
 CN1324.geopotential number by the normal gravity value computed on the
 CN1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1324.degrees latitude (g = 980.6199 gals.).
 CN1324
 CN1324.The modeled gravity was interpolated from observed gravity values.
 CN1324
 CN1324;                    North         East    Units  Estimated Accuracy
 CN1324;SPC AL W     -   325,560.      685,600.      MT  (+/- 180 meters Scaled)
 CN1324
 CN1324                          SUPERSEDED SURVEY CONTROL
 CN1324
 CN1324  NGVD 29 (??/??/92)  180.165  (m)          591.09   (f) ADJ UNCH    2 0
 CN1324
 CN1324.Superseded values are not recommended for survey control.
 CN1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1324.See file dsdata.txt to determine how the superseded data were derived.
 CN1324
 CN1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB388439(NAD 83)
 CN1324_MARKER: DB = BENCH MARK DISK
 CN1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1324_STAMPING: A 290 1949
 CN1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1324+STABILITY: SURFACE MOTION
 CN1324
 CN1324  HISTORY     - Date     Condition        Report By
 CN1324  HISTORY     - 1949     MONUMENTED       CGS
 CN1324  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1324
 CN1324                          STATION DESCRIPTION
 CN1324
 CN1324'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1324'4.9 MI SW FROM LAY DAM.
 CN1324'ABOUT 4.9 MILES SOUTHWEST ALONG A ROAD LEADING TO CLANTON FROM THE
 CN1324'ENTRANCE GATE TO THE WEST END OF LAY DAM ACROSS COOSA RIVER, ABOUT
 CN1324'1.95 MILES NORTHEAST OF CANE CREEK CHURCH AND CEMETERY, AT THE
 CN1324'JUNCTION OF A ROAD NORTH, 83 FEET NORTHWEST OF THE CENTER LINE OF THE
 CN1324'MAIN ROAD, 30 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 70 FEET
 CN1324'SOUTH OF A TELEPHONE BRANCH LINE POLE, 136 FEET NORTHWEST AND ACROSS
 CN1324'THE ROAD FROM A POWER POLE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 CN1324'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1324'PROJECTING 3 INCHES.
 CN1324
 CN1324                          STATION RECOVERY (1971)
 CN1324
 CN1324'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1324'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1298 ***********************************************************************
 CN1298  DESIGNATION -  A 291
 CN1298  PID         -  CN1298
 CN1298  STATE/COUNTY-  AL/CHILTON
 CN1298  USGS QUAD   -  LAY DAM (1981)
 CN1298
 CN1298                         *CURRENT SURVEY CONTROL
 CN1298  ___________________________________________________________________
 CN1298* NAD 83(1986)-  32 58 02.     (N)    086 34 13.     (W)     SCALED    
 CN1298* NAVD 88     -       137.798  (meters)     452.09   (feet)  ADJUSTED  
 CN1298  ___________________________________________________________________
 CN1298  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN1298  DYNAMIC HT  -         137.641 (meters)     451.58  (feet)  COMP
 CN1298  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 CN1298
 CN1298  VERT ORDER  -  SECOND    CLASS 0
 CN1298
 CN1298.The horizontal coordinates were scaled from a topographic map and have
 CN1298.an estimated accuracy of +/- 6 seconds.
 CN1298
 CN1298.The orthometric height was determined by differential leveling
 CN1298.and adjusted by the National Geodetic Survey in June 1991..
 CN1298
 CN1298.The geoid height was determined by GEOID03.
 CN1298
 CN1298.The dynamic height is computed by dividing the NAVD 88
 CN1298.geopotential number by the normal gravity value computed on the
 CN1298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1298.degrees latitude (g = 980.6199 gals.).
 CN1298
 CN1298.The modeled gravity was interpolated from observed gravity values.
 CN1298
 CN1298;                    North         East    Units  Estimated Accuracy
 CN1298;SPC AL W     -   329,360.      686,910.      MT  (+/- 180 meters Scaled)
 CN1298
 CN1298                          SUPERSEDED SURVEY CONTROL
 CN1298
 CN1298  NGVD 29 (??/??/92)  137.756  (m)          451.95   (f) ADJ UNCH    2 0
 CN1298
 CN1298.Superseded values are not recommended for survey control.
 CN1298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1298.See file dsdata.txt to determine how the superseded data were derived.
 CN1298
 CN1298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB401477(NAD 83)
 CN1298_MARKER: DB = BENCH MARK DISK
 CN1298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1298_STAMPING: A 291 1949
 CN1298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1298+STABILITY: SURFACE MOTION
 CN1298
 CN1298  HISTORY     - Date     Condition        Report By
 CN1298  HISTORY     - 1949     MONUMENTED       CGS
 CN1298  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1298
 CN1298                          STATION DESCRIPTION
 CN1298
 CN1298'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1298'1.85 MI SE FROM MULLINS.
 CN1298'ABOUT 0.5 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE MT. ZION CHURCH
 CN1298'AT MULLINS, THENCE ABOUT 1.35 MILES EAST AND SOUTHEAST ALONG A GRAVEL
 CN1298'ROAD, ABOUT 0.3 MILE EAST-SOUTHEAST OF TWO WOODEN CULVERTS FOR SPRING
 CN1298'BRANCHES, AT THE JUNCTION OF TRAILS NORTH AND NORTHEAST, ABOUT 100
 CN1298'YARDS SOUTHEAST OF A SAW MILL SITE, ABOUT 0.1 MILE NORTHWEST OF THE
 CN1298'TOP OF A GRADE, ABOUT 0.35 MILE NORTHWEST OF THE JUNCTION OF A ROAD
 CN1298'WEST TO LIME SPRING CHURCH, 35 FEET NORTHEAST OF THE CENTER LINE OF
 CN1298'THE ROAD, 49 FEET SOUTHEAST OF A 30-INCH OAK TREE, 28 FEET NORTHWEST
 CN1298'OF A 24-INCH WHITE OAK TREE, 17.5 FEET SOUTHEAST OF THE CENTER LINE OF
 CN1298'THE TRAIL NORTHEAST, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 CN1298'2 FEET ABOVE THE TRAIL AND SET IN THE TOP OF A CONCRETE POST
 CN1298'PROJECTING 4 INCHES.
 CN1298
 CN1298                          STATION RECOVERY (1971)
 CN1298
 CN1298'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1298'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1351 ***********************************************************************
 CN1351  DESIGNATION -  A 292
 CN1351  PID         -  CN1351
 CN1351  STATE/COUNTY-  AL/CHILTON
 CN1351  USGS QUAD   -  CLANTON WEST (1972)
 CN1351
 CN1351                         *CURRENT SURVEY CONTROL
 CN1351  ___________________________________________________________________
 CN1351* NAD 83(1986)-  32 49 28.     (N)    086 42 16.     (W)     SCALED    
 CN1351* NAVD 88     -       197.319  (meters)     647.37   (feet)  ADJUSTED  
 CN1351  ___________________________________________________________________
 CN1351  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CN1351  DYNAMIC HT  -         197.093 (meters)     646.63  (feet)  COMP
 CN1351  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 CN1351
 CN1351  VERT ORDER  -  SECOND    CLASS 0
 CN1351
 CN1351.The horizontal coordinates were scaled from a topographic map and have
 CN1351.an estimated accuracy of +/- 6 seconds.
 CN1351
 CN1351.The orthometric height was determined by differential leveling
 CN1351.and adjusted by the National Geodetic Survey in June 1991..
 CN1351
 CN1351.The geoid height was determined by GEOID03.
 CN1351
 CN1351.The dynamic height is computed by dividing the NAVD 88
 CN1351.geopotential number by the normal gravity value computed on the
 CN1351.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1351.degrees latitude (g = 980.6199 gals.).
 CN1351
 CN1351.The modeled gravity was interpolated from observed gravity values.
 CN1351
 CN1351;                    North         East    Units  Estimated Accuracy
 CN1351;SPC AL W     -   313,420.      674,490.      MT  (+/- 180 meters Scaled)
 CN1351
 CN1351                          SUPERSEDED SURVEY CONTROL
 CN1351
 CN1351  NGVD 29 (??/??/92)  197.272  (m)          647.22   (f) ADJ UNCH    2 0
 CN1351
 CN1351.Superseded values are not recommended for survey control.
 CN1351.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1351.See file dsdata.txt to determine how the superseded data were derived.
 CN1351
 CN1351_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB276318(NAD 83)
 CN1351_MARKER: DB = BENCH MARK DISK
 CN1351_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1351_SP_SET: CULVERT
 CN1351_STAMPING: A 292 1949
 CN1351_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1351
 CN1351  HISTORY     - Date     Condition        Report By
 CN1351  HISTORY     - 1949     MONUMENTED       CGS
 CN1351
 CN1351                          STATION DESCRIPTION
 CN1351
 CN1351'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1351'4.5 MI SW FROM CLANTON.
 CN1351'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF U.S
 CN1351'HIGHWAY 22 AT CLANTON, THENCE ABOUT 0.5 MILE SOUTH ALONG A BLACK TOP
 CN1351'ROAD LEADING TO BILLINGSLEY, AT THE BOTTOM OF GRADES, SET IN THE TOP
 CN1351'OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE
 CN1351'CULVERT, 15 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD AND ABOUT
 CN1351'0.5 FOOT BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1383 ***********************************************************************
 CN1383  DESIGNATION -  A 293
 CN1383  PID         -  CN1383
 CN1383  STATE/COUNTY-  AL/AUTAUGA
 CN1383  USGS QUAD   -  WHITE CITY (1987)
 CN1383
 CN1383                         *CURRENT SURVEY CONTROL
 CN1383  ___________________________________________________________________
 CN1383* NAD 83(1986)-  32 42 15.     (N)    086 36 35.     (W)     SCALED    
 CN1383* NAVD 88     -       183.562  (meters)     602.24   (feet)  ADJUSTED  
 CN1383  ___________________________________________________________________
 CN1383  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CN1383  DYNAMIC HT  -         183.352 (meters)     601.55  (feet)  COMP
 CN1383  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 CN1383
 CN1383  VERT ORDER  -  SECOND    CLASS 0
 CN1383
 CN1383.The horizontal coordinates were scaled from a topographic map and have
 CN1383.an estimated accuracy of +/- 6 seconds.
 CN1383
 CN1383.The orthometric height was determined by differential leveling
 CN1383.and adjusted by the National Geodetic Survey in June 1991..
 CN1383
 CN1383.The geoid height was determined by GEOID03.
 CN1383
 CN1383.The dynamic height is computed by dividing the NAVD 88
 CN1383.geopotential number by the normal gravity value computed on the
 CN1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1383.degrees latitude (g = 980.6199 gals.).
 CN1383
 CN1383.The modeled gravity was interpolated from observed gravity values.
 CN1383
 CN1383;                    North         East    Units  Estimated Accuracy
 CN1383;SPC AL W     -   300,160.      683,470.      MT  (+/- 180 meters Scaled)
 CN1383
 CN1383                          SUPERSEDED SURVEY CONTROL
 CN1383
 CN1383  NGVD 29 (??/??/92)  183.536  (m)          602.15   (f) ADJ UNCH    2 0
 CN1383
 CN1383.Superseded values are not recommended for survey control.
 CN1383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1383.See file dsdata.txt to determine how the superseded data were derived.
 CN1383
 CN1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB365185(NAD 83)
 CN1383_MARKER: DB = BENCH MARK DISK
 CN1383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1383_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1383_STAMPING: A 293 1949
 CN1383_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1383+STABILITY: SURFACE MOTION
 CN1383
 CN1383  HISTORY     - Date     Condition        Report By
 CN1383  HISTORY     - 1949     MONUMENTED       CGS
 CN1383
 CN1383                          STATION DESCRIPTION
 CN1383
 CN1383'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1383'4.1 MI NW FROM WHITE CITY.
 CN1383'ABOUT 4.1 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION,
 CN1383'CHURCH AND SCHOOL AT WHITE CITY, ABOUT 0.15 MILE SOUTHEAST OF THE
 CN1383'CHILTON-AUTAUGA COUNTY LINE, AT THE JUNCTION OF A ROAD NORTH, 22 FEET
 CN1383'WEST OF THE CENTER LINE OF THE ROAD NORTH, 46 FEET NORTHEAST OF THE
 CN1383'CENTER LINE OF THE MAIN ROAD NORTHWEST, 170 FEET NORTH OF THE CENTER
 CN1383'OF THE JUNCTION, 31 FEET NORTHWEST OF A 14-INCH POST OAK TREE, 2 FEET
 CN1383'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE MAIN
 CN1383'ROAD, 2 FEET BELOW THE ROAD NORTH AND SET IN THE TOP OF A CONCRETE
 CN1383'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0562 ***********************************************************************
 CN0562  DESIGNATION -  A 294
 CN0562  PID         -  CN0562
 CN0562  STATE/COUNTY-  AL/MONTGOMERY
 CN0562  USGS QUAD   -  SNOWDOUN (1985)
 CN0562
 CN0562                         *CURRENT SURVEY CONTROL
 CN0562  ___________________________________________________________________
 CN0562* NAD 83(1986)-  32 08 52.     (N)    086 22 29.     (W)     SCALED    
 CN0562* NAVD 88     -        80.804  (meters)     265.10   (feet)  ADJUSTED  
 CN0562  ___________________________________________________________________
 CN0562  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CN0562  DYNAMIC HT  -          80.711 (meters)     264.80  (feet)  COMP
 CN0562  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 CN0562
 CN0562  VERT ORDER  -  SECOND    CLASS 0
 CN0562
 CN0562.The horizontal coordinates were scaled from a topographic map and have
 CN0562.an estimated accuracy of +/- 6 seconds.
 CN0562
 CN0562.The orthometric height was determined by differential leveling
 CN0562.and adjusted by the National Geodetic Survey in June 1991..
 CN0562
 CN0562.The geoid height was determined by GEOID03.
 CN0562
 CN0562.The dynamic height is computed by dividing the NAVD 88
 CN0562.geopotential number by the normal gravity value computed on the
 CN0562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0562.degrees latitude (g = 980.6199 gals.).
 CN0562
 CN0562.The modeled gravity was interpolated from observed gravity values.
 CN0562
 CN0562;                    North         East    Units  Estimated Accuracy
 CN0562;SPC AL E     -   182,820.      148,930.      MT  (+/- 180 meters Scaled)
 CN0562
 CN0562                          SUPERSEDED SURVEY CONTROL
 CN0562
 CN0562  NGVD 29 (??/??/92)   80.786  (m)          265.05   (f) ADJ UNCH    2 0
 CN0562
 CN0562.Superseded values are not recommended for survey control.
 CN0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0562.See file dsdata.txt to determine how the superseded data were derived.
 CN0562
 CN0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA589569(NAD 83)
 CN0562_MARKER: DB = BENCH MARK DISK
 CN0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0562_STAMPING: A 294 1949
 CN0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0562+STABILITY: SURFACE MOTION
 CN0562
 CN0562  HISTORY     - Date     Condition        Report By
 CN0562  HISTORY     - 1949     MONUMENTED       CGS
 CN0562
 CN0562                          STATION DESCRIPTION
 CN0562
 CN0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0562'2.05 MI S FROM PINTLALLA.
 CN0562'ABOUT 2.05 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CROSSROADS AND
 CN0562'MOSLEYS STORE AT PINTLALLA, ABOUT 0.6 MILE SOUTH OF LIBERTY CHURCH OF
 CN0562'CHRIST, AT THE JUNCTION OF A ROAD NORTHWEST, 101 FEET NORTHWEST OF THE
 CN0562'CENTER LINE OF THE HIGHWAY, 47 FEET NORTHEAST OF THE CENTER LINE OF
 CN0562'THE ROAD NORTHWEST, 154 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A
 CN0562'SMALL BRICK TILE BUILDING HOUSING HOLLADAY GROCERY AND MARKET, 1.5
 CN0562'FEET EAST OF A FENCE LINE, 43 FEET SOUTH OF A 12-INCH OAK TREE IN
 CN0562'FENCE LINE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 CN0562'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CN0562'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0196 ***********************************************************************
 CN0196  DESIGNATION -  A 295
 CN0196  PID         -  CN0196
 CN0196  STATE/COUNTY-  AL/ELMORE
 CN0196  USGS QUAD   -  WETUMPKA (1987)
 CN0196
 CN0196                         *CURRENT SURVEY CONTROL
 CN0196  ___________________________________________________________________
 CN0196* NAD 83(1986)-  32 34 09.     (N)    086 11 57.     (W)     SCALED    
 CN0196* NAVD 88     -        52.969  (meters)     173.78   (feet)  ADJUSTED  
 CN0196  ___________________________________________________________________
 CN0196  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CN0196  DYNAMIC HT  -          52.908 (meters)     173.58  (feet)  COMP
 CN0196  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 CN0196
 CN0196  VERT ORDER  -  SECOND    CLASS 0
 CN0196
 CN0196.The horizontal coordinates were scaled from a topographic map and have
 CN0196.an estimated accuracy of +/- 6 seconds.
 CN0196
 CN0196.The orthometric height was determined by differential leveling
 CN0196.and adjusted by the National Geodetic Survey in June 1991..
 CN0196
 CN0196.The geoid height was determined by GEOID03.
 CN0196
 CN0196.The dynamic height is computed by dividing the NAVD 88
 CN0196.geopotential number by the normal gravity value computed on the
 CN0196.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0196.degrees latitude (g = 980.6199 gals.).
 CN0196
 CN0196.The modeled gravity was interpolated from observed gravity values.
 CN0196
 CN0196;                    North         East    Units  Estimated Accuracy
 CN0196;SPC AL E     -   229,480.      165,650.      MT  (+/- 180 meters Scaled)
 CN0196
 CN0196                          SUPERSEDED SURVEY CONTROL
 CN0196
 CN0196  NGVD 29 (??/??/92)   52.945  (m)          173.70   (f) ADJ UNCH    2 0
 CN0196
 CN0196.Superseded values are not recommended for survey control.
 CN0196.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0196.See file dsdata.txt to determine how the superseded data were derived.
 CN0196
 CN0196_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB751038(NAD 83)
 CN0196_MARKER: DB = BENCH MARK DISK
 CN0196_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0196_SP_SET: BRIDGE
 CN0196_STAMPING: A 295 1949
 CN0196_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0196
 CN0196  HISTORY     - Date     Condition        Report By
 CN0196  HISTORY     - 1949     MONUMENTED       CGS
 CN0196
 CN0196                          STATION DESCRIPTION
 CN0196
 CN0196'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0196'2.85 MI NW FROM WETUMPKA.
 CN0196'ABOUT 2.85 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE
 CN0196'AT WETUMPKA, ABOUT 0.45 MILE NORTHWEST OF THE JULIA TUTWILER PRISON
 CN0196'FOR WOMEN, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 CN0196'ABUTMENT OF A 138-FOOT CONCRETE BRIDGE OVER CORN CREEK, 12 1/2 FEET
 CN0196'NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0627 ***********************************************************************
 CN0627  DESIGNATION -  A 296 RESET
 CN0627  PID         -  CN0627
 CN0627  STATE/COUNTY-  AL/AUTAUGA
 CN0627  USGS QUAD   -  PRATTVILLE (1981)
 CN0627
 CN0627                         *CURRENT SURVEY CONTROL
 CN0627  ___________________________________________________________________
 CN0627* NAD 83(1986)-  32 27 57.     (N)    086 27 03.     (W)     SCALED    
 CN0627* NAVD 88     -       115.17   (meters)     377.9    (feet)  RESET     
 CN0627  ___________________________________________________________________
 CN0627  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CN0627
 CN0627  VERT ORDER  -  THIRD
 CN0627
 CN0627.The horizontal coordinates were scaled from a topographic map and have
 CN0627.an estimated accuracy of +/- 6 seconds.
 CN0627
 CN0627.The orthometric height was computed from unverified reset data.
 CN0627
 CN0627.The geoid height was determined by GEOID03.
 CN0627
 CN0627;                    North         East    Units  Estimated Accuracy
 CN0627;SPC AL W     -   273,860.      698,630.      MT  (+/- 180 meters Scaled)
 CN0627
 CN0627                          SUPERSEDED SURVEY CONTROL
 CN0627
 CN0627.No superseded survey control is available for this station.
 CN0627
 CN0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA516922(NAD 83)
 CN0627_MARKER: DB = BENCH MARK DISK
 CN0627_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0627_SP_SET: CONCRETE BOX
 CN0627_STAMPING: A 296 RESET 1957
 CN0627_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0627
 CN0627  HISTORY     - Date     Condition        Report By
 CN0627  HISTORY     - 1957     MONUMENTED       CGS
 CN0627
 CN0627                          STATION DESCRIPTION
 CN0627
 CN0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 CN0627'IN PRATTVILLE.
 CN0627'AT PRATTVILLE, ABOUT 0.4 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE
 CN0627'JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 14 LEADING WEST, AT THE
 CN0627'JUNCTION OF STATE HIGHWAY 14 LEADING EAST, 61.5 FEET NORTH-NORTHWEST
 CN0627'OF THE CENTERLINE OF STATE HIGHWAY 14, 62 FEET EAST OF THE CENTERLINE
 CN0627'OF THE EAST LANE OF U.S. HIGHWAY 31, 50 FEET NORTH OF A POWER POLE AND
 CN0627'ABOUT 150 FEET NORTHEAST OF THE JUNCTION OF THE HIGHWAYS AND SET IN A
 CN0627'DRILL HOLE IN THE SOUTHWEST CORNER OF A CONCRETE BOX WITH A METAL
 CN0627'COVER HOUSING A GAS VALVE AND METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0061 ***********************************************************************
 CN0061  DESIGNATION -  A 297
 CN0061  PID         -  CN0061
 CN0061  STATE/COUNTY-  AL/AUTAUGA
 CN0061  USGS QUAD   -  MARBURY (1987)
 CN0061
 CN0061                         *CURRENT SURVEY CONTROL
 CN0061  ___________________________________________________________________
 CN0061* NAD 83(1986)-  32 38 49.     (N)    086 29 14.     (W)     SCALED    
 CN0061* NAVD 88     -       135.926  (meters)     445.95   (feet)  ADJUSTED  
 CN0061  ___________________________________________________________________
 CN0061  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CN0061  DYNAMIC HT  -         135.769 (meters)     445.44  (feet)  COMP
 CN0061  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 CN0061
 CN0061  VERT ORDER  -  SECOND    CLASS 0
 CN0061
 CN0061.The horizontal coordinates were scaled from a topographic map and have
 CN0061.an estimated accuracy of +/- 6 seconds.
 CN0061
 CN0061.The orthometric height was determined by differential leveling
 CN0061.and adjusted by the National Geodetic Survey in June 1991..
 CN0061
 CN0061.The geoid height was determined by GEOID03.
 CN0061
 CN0061.The dynamic height is computed by dividing the NAVD 88
 CN0061.geopotential number by the normal gravity value computed on the
 CN0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0061.degrees latitude (g = 980.6199 gals.).
 CN0061
 CN0061.The modeled gravity was interpolated from observed gravity values.
 CN0061
 CN0061;                    North         East    Units  Estimated Accuracy
 CN0061;SPC AL W     -   293,910.      695,020.      MT  (+/- 180 meters Scaled)
 CN0061
 CN0061                          SUPERSEDED SURVEY CONTROL
 CN0061
 CN0061  NGVD 29 (??/??/92)  135.894  (m)          445.85   (f) ADJ UNCH    2 0
 CN0061
 CN0061.Superseded values are not recommended for survey control.
 CN0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0061.See file dsdata.txt to determine how the superseded data were derived.
 CN0061
 CN0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB480122(NAD 83)
 CN0061_MARKER: DB = BENCH MARK DISK
 CN0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0061_STAMPING: A 297 1949
 CN0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0061+STABILITY: SURFACE MOTION
 CN0061
 CN0061  HISTORY     - Date     Condition        Report By
 CN0061  HISTORY     - 1949     MONUMENTED       CGS
 CN0061  HISTORY     - 1954     MARK NOT FOUND   USPSQD
 CN0061  HISTORY     - 1954     MARK NOT FOUND   USGS
 CN0061
 CN0061                          STATION DESCRIPTION
 CN0061
 CN0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0061'3.55 MI SW FROM WADSWORTH.
 CN0061'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE COTTON GIN AT
 CN0061'WADSWORTH, THENCE ABOUT 1.75 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 CN0061'THENCE ABOUT 0.75 MILE SOUTH ALONG U.S. HIGHWAY 31, AT THE SOUTH END
 CN0061'OF A HIGHWAY FILL AND AT A CURVE WITH TANGENTS NORTH AND SOUTHWEST, AT
 CN0061'THE HARRY CHARLES FARM, 94 FEET NORTH OF THE NORTHWEST CORNER OF A
 CN0061'SMALL GROCERY STORE, 55 1/2 FEET EAST OF THE CENTER LINE OF THE
 CN0061'HIGHWAY, 21 FEET NORTH OF HIGHWAY R/W MARKER POST NO. 1325-298, 16
 CN0061'FEET SOUTH OF A POWER POLE, 9 FEET NORTHWEST OF A 10-INCH OAK TREE, 1
 CN0061'1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CN0061'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN0061
 CN0061                          STATION RECOVERY (1954)
 CN0061
 CN0061'RECOVERY NOTE BY US POWER SQUADRON 1954 (KLW)
 CN0061'MARK NOT FOUND.
 CN0061
 CN0061                          STATION RECOVERY (1954)
 CN0061
 CN0061'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CN0061'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1014 ***********************************************************************
 CN1014  DESIGNATION -  A 298 RESET
 CN1014  PID         -  CN1014
 CN1014  STATE/COUNTY-  AL/AUTAUGA
 CN1014  USGS QUAD   -  FORESTER (1981)
 CN1014
 CN1014                         *CURRENT SURVEY CONTROL
 CN1014  ___________________________________________________________________
 CN1014* NAD 83(1986)-  32 23 50.     (N)    086 31 46.     (W)     SCALED    
 CN1014* NAVD 88     -        52.85   (meters)     173.4    (feet)  RESET     
 CN1014  ___________________________________________________________________
 CN1014  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CN1014
 CN1014  VERT ORDER  -  THIRD
 CN1014
 CN1014.The horizontal coordinates were scaled from a topographic map and have
 CN1014.an estimated accuracy of +/- 6 seconds.
 CN1014
 CN1014.The orthometric height was computed from unverified reset data.
 CN1014
 CN1014.The geoid height was determined by GEOID03.
 CN1014
 CN1014;                    North         East    Units  Estimated Accuracy
 CN1014;SPC AL W     -   266,180.      691,310.      MT  (+/- 180 meters Scaled)
 CN1014
 CN1014                          SUPERSEDED SURVEY CONTROL
 CN1014
 CN1014.No superseded survey control is available for this station.
 CN1014
 CN1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA442845(NAD 83)
 CN1014_MARKER: DB = BENCH MARK DISK
 CN1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1014_STAMPING: A 298 RESET 1964
 CN1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1014+STABILITY: SURFACE MOTION
 CN1014
 CN1014  HISTORY     - Date     Condition        Report By
 CN1014  HISTORY     - 1964     MONUMENTED       CGS
 CN1014
 CN1014                          STATION DESCRIPTION
 CN1014
 CN1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CN1014'6.95 MI SW FROM PRATTVILLE.
 CN1014'LOCATED 3.95 MILES WEST ALONG STATE HIGHWAY 14 FROM ITS JUNCTION WITH
 CN1014'U.S. HIGHWAY 82 AT PRATTVILLE, THENCE SOUTH ALONG COUNTY ROAD 29 FOR
 CN1014'3.0 MILES TO A FORK AND THE MARK IN THE FORKS, 45 FEET SOUTHEAST OF
 CN1014'THE CENTERLINE OF THE SOUTHWEST FORK, 40 FEET WEST OF THE CENTERLINE
 CN1014'OF THE ROAD LEADING SOUTH, 34 FEET NORTH-NORTHWEST OF A 3-FOOT OAK
 CN1014'TREE, 39 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF A CONCRETE
 CN1014'BLOCK HOUSE, 41 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF THE
 CN1014'HOUSE, 1 FOOT SOUTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A
 CN1014'6-INCH SQUARE CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1413 ***********************************************************************
 CN1413  DESIGNATION -  A 299
 CN1413  PID         -  CN1413
 CN1413  STATE/COUNTY-  AL/AUTAUGA
 CN1413  USGS QUAD   -  MILTON (1982)
 CN1413
 CN1413                         *CURRENT SURVEY CONTROL
 CN1413  ___________________________________________________________________
 CN1413* NAD 83(1986)-  32 32 25.     (N)    086 50 13.     (W)     SCALED    
 CN1413* NAVD 88     -        84.953  (meters)     278.72   (feet)  ADJUSTED  
 CN1413  ___________________________________________________________________
 CN1413  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CN1413  DYNAMIC HT  -          84.855 (meters)     278.40  (feet)  COMP
 CN1413  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 CN1413
 CN1413  VERT ORDER  -  SECOND    CLASS 0
 CN1413
 CN1413.The horizontal coordinates were scaled from a topographic map and have
 CN1413.an estimated accuracy of +/- 6 seconds.
 CN1413
 CN1413.The orthometric height was determined by differential leveling
 CN1413.and adjusted by the National Geodetic Survey in June 1991..
 CN1413
 CN1413.The geoid height was determined by GEOID03.
 CN1413
 CN1413.The dynamic height is computed by dividing the NAVD 88
 CN1413.geopotential number by the normal gravity value computed on the
 CN1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1413.degrees latitude (g = 980.6199 gals.).
 CN1413
 CN1413.The modeled gravity was interpolated from observed gravity values.
 CN1413
 CN1413;                    North         East    Units  Estimated Accuracy
 CN1413;SPC AL W     -   281,830.      662,280.      MT  (+/- 180 meters Scaled)
 CN1413
 CN1413                          SUPERSEDED SURVEY CONTROL
 CN1413
 CN1413  NGVD 29 (??/??/92)   84.923  (m)          278.62   (f) ADJ UNCH    2 0
 CN1413
 CN1413.Superseded values are not recommended for survey control.
 CN1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1413.See file dsdata.txt to determine how the superseded data were derived.
 CN1413
 CN1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB153003(NAD 83)
 CN1413_MARKER: DB = BENCH MARK DISK
 CN1413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1413_STAMPING: A 299 1949
 CN1413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1413+STABILITY: SURFACE MOTION
 CN1413
 CN1413  HISTORY     - Date     Condition        Report By
 CN1413  HISTORY     - 1949     MONUMENTED       CGS
 CN1413  HISTORY     - 1957     MARK NOT FOUND   USGS
 CN1413
 CN1413                          STATION DESCRIPTION
 CN1413
 CN1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1413'1.95 MI SW FROM MILTON.
 CN1413'ABOUT 1.95 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH
 CN1413'AT MILTON, ACROSS ROAD FROM A SMALL CULTIVATED FIELD, 66 FEET
 CN1413'WEST-NORTHWEST AND ACROSS ROAD FROM A TRIANGULAR BLAZED 20-INCH GUM
 CN1413'TREE, 34 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 14-INCH PINE
 CN1413'TREE, 36 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 23 FEET
 CN1413'SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED 9-INCH PINE TREE, 1 1/2 FEET
 CN1413'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE ROAD AND
 CN1413'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN1413
 CN1413                          STATION RECOVERY (1957)
 CN1413
 CN1413'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CN1413'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1141 ***********************************************************************
 CM1141  DESIGNATION -  A 30
 CM1141  PID         -  CM1141
 CM1141  STATE/COUNTY-  AL/BULLOCK
 CM1141  USGS QUAD   -  FITZPATRICK (1979)
 CM1141
 CM1141                         *CURRENT SURVEY CONTROL
 CM1141  ___________________________________________________________________
 CM1141* NAD 83(1986)-  32 13 22.     (N)    085 53 18.     (W)     SCALED    
 CM1141* NAVD 88     -        77.960  (meters)     255.77   (feet)  ADJUSTED  
 CM1141  ___________________________________________________________________
 CM1141  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CM1141  DYNAMIC HT  -          77.869 (meters)     255.48  (feet)  COMP
 CM1141  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 CM1141
 CM1141  VERT ORDER  -  SECOND    CLASS 0
 CM1141
 CM1141.The horizontal coordinates were scaled from a topographic map and have
 CM1141.an estimated accuracy of +/- 6 seconds.
 CM1141
 CM1141.The orthometric height was determined by differential leveling
 CM1141.and adjusted by the National Geodetic Survey in June 1991..
 CM1141
 CM1141.The geoid height was determined by GEOID03.
 CM1141
 CM1141.The dynamic height is computed by dividing the NAVD 88
 CM1141.geopotential number by the normal gravity value computed on the
 CM1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1141.degrees latitude (g = 980.6199 gals.).
 CM1141
 CM1141.The modeled gravity was interpolated from observed gravity values.
 CM1141
 CM1141;                    North         East    Units  Estimated Accuracy
 CM1141;SPC AL E     -   191,010.      194,820.      MT  (+/- 180 meters Scaled)
 CM1141
 CM1141                          SUPERSEDED SURVEY CONTROL
 CM1141
 CM1141  NGVD 29 (??/??/92)   77.950  (m)          255.74   (f) ADJ UNCH    2 0
 CM1141
 CM1141.Superseded values are not recommended for survey control.
 CM1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1141.See file dsdata.txt to determine how the superseded data were derived.
 CM1141
 CM1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA047656(NAD 83)
 CM1141_MARKER: DB = BENCH MARK DISK
 CM1141_SETTING: 0 = UNSPECIFIED SETTING
 CM1141_STAMPING: A 30 1934
 CM1141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1141
 CM1141  HISTORY     - Date     Condition        Report By
 CM1141  HISTORY     - 1934     MONUMENTED       CGS
 CM1141
 CM1141                          STATION DESCRIPTION
 CM1141
 CM1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1141'AT FITZPATRICK.
 CM1141'ALONG THE RIGHT OF WAY OF THE CENTRAL OF GEORGIA RAILWAY, 6
 CM1141'RAIL LENGTHS, APPROXIMATELY 65 YARDS EAST OF THE STATION BUILDING
 CM1141'AT FITZPATRICK, 61 RAIL LENGTHS
 CM1141'SOUTHEAST OF MILE POST S 386, M 28, 5 RAIL LENGTHS EAST OF
 CM1141'RAILROAD WATER TANK, 13 RAIL LENGTHS NORTHWEST OF SWITCH STAND, 72
 CM1141'FEET NORTHEAST OF TRACK, 1 FOOT SOUTHWEST OF YARD TO THE RESIDENCE
 CM1141'OF MRS. W. F. MOSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0673 ***********************************************************************
 CN0673  DESIGNATION -  A 301
 CN0673  PID         -  CN0673
 CN0673  STATE/COUNTY-  AL/MONTGOMERY
 CN0673  USGS QUAD   -  CANTELOUS (1981)
 CN0673
 CN0673                         *CURRENT SURVEY CONTROL
 CN0673  ___________________________________________________________________
 CN0673* NAD 83(1986)-  32 15 11.     (N)    086 23 58.     (W)     SCALED    
 CN0673* NAVD 88     -        61.962  (meters)     203.29   (feet)  ADJUSTED  
 CN0673  ___________________________________________________________________
 CN0673  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CN0673  DYNAMIC HT  -          61.891 (meters)     203.05  (feet)  COMP
 CN0673  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 CN0673
 CN0673  VERT ORDER  -  SECOND    CLASS 0
 CN0673
 CN0673.The horizontal coordinates were scaled from a topographic map and have
 CN0673.an estimated accuracy of +/- 6 seconds.
 CN0673
 CN0673.The orthometric height was determined by differential leveling
 CN0673.and adjusted by the National Geodetic Survey in June 1991..
 CN0673
 CN0673.The geoid height was determined by GEOID03.
 CN0673
 CN0673.The dynamic height is computed by dividing the NAVD 88
 CN0673.geopotential number by the normal gravity value computed on the
 CN0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0673.degrees latitude (g = 980.6199 gals.).
 CN0673
 CN0673.The modeled gravity was interpolated from observed gravity values.
 CN0673
 CN0673;                    North         East    Units  Estimated Accuracy
 CN0673;SPC AL E     -   194,510.      146,660.      MT  (+/- 180 meters Scaled)
 CN0673
 CN0673                          SUPERSEDED SURVEY CONTROL
 CN0673
 CN0673  NGVD 29 (??/??/92)   61.950  (m)          203.25   (f) ADJ UNCH    2 0
 CN0673
 CN0673.Superseded values are not recommended for survey control.
 CN0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0673.See file dsdata.txt to determine how the superseded data were derived.
 CN0673
 CN0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA565686(NAD 83)
 CN0673_MARKER: DB = BENCH MARK DISK
 CN0673_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0673_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0673_STAMPING: A 301 1949
 CN0673_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0673+STABILITY: SURFACE MOTION
 CN0673
 CN0673  HISTORY     - Date     Condition        Report By
 CN0673  HISTORY     - 1949     MONUMENTED       CGS
 CN0673  HISTORY     - 1962     MARK NOT FOUND   NGS
 CN0673  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0673
 CN0673                          STATION DESCRIPTION
 CN0673
 CN0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CN0673'1.65 MI SW FROM HOPE HULL.
 CN0673'ABOUT 0.2 MILES WEST ALONG A GRAVELED ROAD FROM THE POST OFFICE AT
 CN0673'HOPE HULL, THENCE ABOUT 1.45 MILE SOUTHWEST ALONG A GRAVELED ROAD,
 CN0673'ABOUT 0.65 MILE SOUTHWEST OF THE JUNCTION OF A ROAD NORTHWEST, ABOUT
 CN0673'1.0 MILE NORTHEAST OF A BRIDGE OVER PINTLALLA CREEK AND THE
 CN0673'MONTGOMERY-LOWNDES COUNTY LINE, AT THE JUNCTION OF A DRIVE SOUTH AND
 CN0673'UPHILL TO A SMALL HILL TOP HOUSE, 56 FEET SOUTHEAST OF THE CENTERLINE
 CN0673'OF THE ROAD, 18 FEET EAST OF THE CENTERLINE OF THE DRIVE SOUTH, ABOUT
 CN0673'30 YARDS WEST OF THE WEST BANK OF A POND, 91 FEET SOUTH OF THE CENTER
 CN0673'OF THE ROAD JUNCTION, 2 FEET SOUTH OF A WHITE POST, AND ABOUT LEVEL
 CN0673'WITH THE ROAD, AND SET IN THE TOP OF A CONCRETE POST.
 CN0673
 CN0673                          STATION RECOVERY (1975)
 CN0673
 CN0673'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0673'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0852 ***********************************************************************
 CN0852  DESIGNATION -  A 302
 CN0852  PID         -  CN0852
 CN0852  STATE/COUNTY-  AL/LOWNDES
 CN0852  USGS QUAD   -  LOWNDESBORO (1981)
 CN0852
 CN0852                         *CURRENT SURVEY CONTROL
 CN0852  ___________________________________________________________________
 CN0852* NAD 83(1986)-  32 18 49.     (N)    086 30 41.     (W)     SCALED    
 CN0852* NAVD 88     -        71.480  (meters)     234.51   (feet)  ADJUSTED  
 CN0852  ___________________________________________________________________
 CN0852  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 CN0852  DYNAMIC HT  -          71.399 (meters)     234.25  (feet)  COMP
 CN0852  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 CN0852
 CN0852  VERT ORDER  -  SECOND    CLASS 0
 CN0852
 CN0852.The horizontal coordinates were scaled from a topographic map and have
 CN0852.an estimated accuracy of +/- 6 seconds.
 CN0852
 CN0852.The orthometric height was determined by differential leveling
 CN0852.and adjusted by the National Geodetic Survey in June 1991..
 CN0852
 CN0852.The geoid height was determined by GEOID03.
 CN0852
 CN0852.The dynamic height is computed by dividing the NAVD 88
 CN0852.geopotential number by the normal gravity value computed on the
 CN0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0852.degrees latitude (g = 980.6199 gals.).
 CN0852
 CN0852.The modeled gravity was interpolated from observed gravity values.
 CN0852
 CN0852;                    North         East    Units  Estimated Accuracy
 CN0852;SPC AL W     -   256,930.      693,090.      MT  (+/- 180 meters Scaled)
 CN0852
 CN0852                          SUPERSEDED SURVEY CONTROL
 CN0852
 CN0852  NGVD 29 (??/??/92)   71.467  (m)          234.47   (f) ADJ UNCH    2 0
 CN0852
 CN0852.Superseded values are not recommended for survey control.
 CN0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0852.See file dsdata.txt to determine how the superseded data were derived.
 CN0852
 CN0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA459753(NAD 83)
 CN0852_MARKER: DB = BENCH MARK DISK
 CN0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0852_STAMPING: A 302 1949
 CN0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0852+STABILITY: SURFACE MOTION
 CN0852
 CN0852  HISTORY     - Date     Condition        Report By
 CN0852  HISTORY     - 1949     MONUMENTED       CGS
 CN0852  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0852
 CN0852                          STATION DESCRIPTION
 CN0852
 CN0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0852'1.0 MI S FROM MANACK.
 CN0852'ABOUT 1.0 MILE SOUTH ALONG A GRAVEL ROAD FROM THE WESTERN OF ALABAMA
 CN0852'RAILWAY STATION AT MANACK, ABOUT 0.2 MILE NORTH OF THE JUNCTION OF A
 CN0852'DIM ROAD WEST, ABOUT 0.95 MILE NORTH OF A SMALL COLORED SCHOOL HOUSE,
 CN0852'AT THE BOTTOM OF GRADES AND THE NORTH END OF A CULTIVATED FIELD, 38
 CN0852'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 102 FEET NORTHEAST
 CN0852'AND ACROSS THE ROAD FROM A POWER POLE WITH TRANSFORMER, 28.5 FEET
 CN0852'SOUTH OF A TRIANGULAR BLAZED 20-INCH OAK TREE, 2 FEET SOUTH OF A WHITE
 CN0852'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN0852'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- GRAVEL ROAD IS NOW A PAVED
 CN0852'ROAD.
 CN0852
 CN0852                          STATION RECOVERY (1975)
 CN0852
 CN0852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0852'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0844 ***********************************************************************
 CN0844  DESIGNATION -  A 303
 CN0844  PID         -  CN0844
 CN0844  STATE/COUNTY-  AL/LOWNDES
 CN0844  USGS QUAD   -  HAYNEVILLE (1981)
 CN0844
 CN0844                         *CURRENT SURVEY CONTROL
 CN0844  ___________________________________________________________________
 CN0844* NAD 83(1986)-  32 11 34.     (N)    086 35 02.     (W)     SCALED    
 CN0844* NAVD 88     -        60.104  (meters)     197.19   (feet)  ADJUSTED  
 CN0844  ___________________________________________________________________
 CN0844  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CN0844  DYNAMIC HT  -          60.035 (meters)     196.96  (feet)  COMP
 CN0844  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CN0844
 CN0844  VERT ORDER  -  SECOND    CLASS 0
 CN0844
 CN0844.The horizontal coordinates were scaled from a topographic map and have
 CN0844.an estimated accuracy of +/- 6 seconds.
 CN0844
 CN0844.The orthometric height was determined by differential leveling
 CN0844.and adjusted by the National Geodetic Survey in June 1991..
 CN0844
 CN0844.The geoid height was determined by GEOID03.
 CN0844
 CN0844.The dynamic height is computed by dividing the NAVD 88
 CN0844.geopotential number by the normal gravity value computed on the
 CN0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0844.degrees latitude (g = 980.6199 gals.).
 CN0844
 CN0844.The modeled gravity was interpolated from observed gravity values.
 CN0844
 CN0844;                    North         East    Units  Estimated Accuracy
 CN0844;SPC AL W     -   243,470.      686,380.      MT  (+/- 180 meters Scaled)
 CN0844
 CN0844                          SUPERSEDED SURVEY CONTROL
 CN0844
 CN0844  NGVD 29 (??/??/92)   60.086  (m)          197.13   (f) ADJ UNCH    2 0
 CN0844
 CN0844.Superseded values are not recommended for survey control.
 CN0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0844.See file dsdata.txt to determine how the superseded data were derived.
 CN0844
 CN0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA392618(NAD 83)
 CN0844_MARKER: DB = BENCH MARK DISK
 CN0844_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0844_SP_SET: CULVERT
 CN0844_STAMPING: A 303 1949
 CN0844_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0844
 CN0844  HISTORY     - Date     Condition        Report By
 CN0844  HISTORY     - 1949     MONUMENTED       CGS
 CN0844
 CN0844                          STATION DESCRIPTION
 CN0844
 CN0844'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0844'0.65 MI N FROM HAYNEVILLE.
 CN0844'ABOUT 0.65 MILE NORTH ALONG STATE HIGHWAY 97 FROM THE COURT HOUSE
 CN0844'SQUARE AT HAYNEVILLE, ABOUT 0.3 MILE NORTH OF THE JUNCTION OF A DIM
 CN0844'ROAD EAST, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A
 CN0844'24-FOOT CONCRETE CULVERT WITH PARTITION, 20 FEET WEST OF AND ABOUT 1
 CN0844'FOOT BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0981 ***********************************************************************
 CN0981  DESIGNATION -  A 304
 CN0981  PID         -  CN0981
 CN0981  STATE/COUNTY-  AL/LOWNDES
 CN0981  USGS QUAD   -  COLLIRENE (1987)
 CN0981
 CN0981                         *CURRENT SURVEY CONTROL
 CN0981  ___________________________________________________________________
 CN0981* NAD 83(1986)-  32 10 11.     (N)    086 50 38.     (W)     SCALED    
 CN0981* NAVD 88     -       122.615  (meters)     402.28   (feet)  ADJUSTED  
 CN0981  ___________________________________________________________________
 CN0981  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CN0981  DYNAMIC HT  -         122.474 (meters)     401.82  (feet)  COMP
 CN0981  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 CN0981
 CN0981  VERT ORDER  -  SECOND    CLASS 0
 CN0981
 CN0981.The horizontal coordinates were scaled from a topographic map and have
 CN0981.an estimated accuracy of +/- 6 seconds.
 CN0981
 CN0981.The orthometric height was determined by differential leveling
 CN0981.and adjusted by the National Geodetic Survey in June 1991..
 CN0981
 CN0981.The geoid height was determined by GEOID03.
 CN0981
 CN0981.The dynamic height is computed by dividing the NAVD 88
 CN0981.geopotential number by the normal gravity value computed on the
 CN0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0981.degrees latitude (g = 980.6199 gals.).
 CN0981
 CN0981.The modeled gravity was interpolated from observed gravity values.
 CN0981
 CN0981;                    North         East    Units  Estimated Accuracy
 CN0981;SPC AL W     -   240,730.      661,880.      MT  (+/- 180 meters Scaled)
 CN0981
 CN0981                          SUPERSEDED SURVEY CONTROL
 CN0981
 CN0981  NGVD 29 (??/??/92)  122.574  (m)          402.14   (f) ADJ UNCH    2 0
 CN0981
 CN0981.Superseded values are not recommended for survey control.
 CN0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0981.See file dsdata.txt to determine how the superseded data were derived.
 CN0981
 CN0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA147592(NAD 83)
 CN0981_MARKER: DB = BENCH MARK DISK
 CN0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0981_STAMPING: A 304 1949
 CN0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0981+STABILITY: SURFACE MOTION
 CN0981
 CN0981  HISTORY     - Date     Condition        Report By
 CN0981  HISTORY     - 1949     MONUMENTED       CGS
 CN0981
 CN0981                          STATION DESCRIPTION
 CN0981
 CN0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0981'5.55 MI NE FROM PLEASANT HILL.
 CN0981'ABOUT 4.45 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 CN0981'PLEASANT HILL, THENCE ABOUT 1.1 MILES NORTH ALONG A GRAVEL ROAD, ABOUT
 CN0981'1.1 MILES SOUTHWEST OF THE BETHANY BAPTIST CHURCH AT COLLIRENE, 39
 CN0981'FEET EAST OF THE CENTER LINE OF THE ROAD, 15.5 FEET EAST OF POWER POLE
 CN0981'NO. 3/283 WITH BRANCH LINE WEST, 66 FEET NORTHEAST OF THE TOP OF A
 CN0981'SMALL GRADE, 110 YARDS SOUTH OF THE JUNCTION OF A DRIVE WEST TO A FARM
 CN0981'HOUSE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE
 CN0981'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1439 ***********************************************************************
 CN1439  DESIGNATION -  A 305
 CN1439  PID         -  CN1439
 CN1439  STATE/COUNTY-  AL/AUTAUGA
 CN1439  USGS QUAD   -  MILTON (1982)
 CN1439
 CN1439                         *CURRENT SURVEY CONTROL
 CN1439  ___________________________________________________________________
 CN1439* NAD 83(1986)-  32 32 14.     (N)    086 46 44.     (W)     SCALED    
 CN1439* NAVD 88     -       135.029  (meters)     443.01   (feet)  ADJUSTED  
 CN1439  ___________________________________________________________________
 CN1439  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 CN1439  DYNAMIC HT  -         134.874 (meters)     442.50  (feet)  COMP
 CN1439  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 CN1439
 CN1439  VERT ORDER  -  SECOND    CLASS 0
 CN1439
 CN1439.The horizontal coordinates were scaled from a topographic map and have
 CN1439.an estimated accuracy of +/- 6 seconds.
 CN1439
 CN1439.The orthometric height was determined by differential leveling
 CN1439.and adjusted by the National Geodetic Survey in June 1991..
 CN1439
 CN1439.The geoid height was determined by GEOID03.
 CN1439
 CN1439.The dynamic height is computed by dividing the NAVD 88
 CN1439.geopotential number by the normal gravity value computed on the
 CN1439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1439.degrees latitude (g = 980.6199 gals.).
 CN1439
 CN1439.The modeled gravity was interpolated from observed gravity values.
 CN1439
 CN1439;                    North         East    Units  Estimated Accuracy
 CN1439;SPC AL W     -   281,520.      667,740.      MT  (+/- 180 meters Scaled)
 CN1439
 CN1439                          SUPERSEDED SURVEY CONTROL
 CN1439
 CN1439  NGVD 29 (??/??/92)  134.990  (m)          442.88   (f) ADJ UNCH    2 0
 CN1439
 CN1439.Superseded values are not recommended for survey control.
 CN1439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1439.See file dsdata.txt to determine how the superseded data were derived.
 CN1439
 CN1439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB207000(NAD 83)
 CN1439_MARKER: DB = BENCH MARK DISK
 CN1439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1439_STAMPING: A 305 1949
 CN1439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1439+STABILITY: SURFACE MOTION
 CN1439
 CN1439  HISTORY     - Date     Condition        Report By
 CN1439  HISTORY     - 1949     MONUMENTED       CGS
 CN1439
 CN1439                          STATION DESCRIPTION
 CN1439
 CN1439'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1439'4.65 MI SE FROM MILTON.
 CN1439'ABOUT 3.4 MILES EAST ALONG A GRAVEL ROAD LEADING TO INDEPENDENCE FROM
 CN1439'THE BAPTIST CHURCH AT MILTON, THENCE ABOUT 1.25 MILES SOUTHWEST ALONG
 CN1439'A GRAVEL ROAD, AT THE BOTTOM OF GRADES, ACROSS ROAD FROM THE SOUTHEAST
 CN1439'END OF A DEEP RAVINE, AT AN OLD HOUSE SITE SOUTHEAST OF ROAD, 114 FEET
 CN1439'SOUTH-SOUTHWEST OF THE SOUTHEAST END OF A 24-INCH PIPE CULVERT, 55
 CN1439'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 16 FEET NORTHEAST OF A
 CN1439'14-INCH HACKBERRY TREE AT REMAINS OF OLD BRICK CHIMNEY, 1 1/2 FEET
 CN1439'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND
 CN1439'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2141 ***********************************************************************
 CN2141  DESIGNATION -  A 306
 CN2141  PID         -  CN2141
 CN2141  STATE/COUNTY-  AL/DALLAS
 CN2141  USGS QUAD   -  BLACKWELL BEND (1987)
 CN2141
 CN2141                         *CURRENT SURVEY CONTROL
 CN2141  ___________________________________________________________________
 CN2141* NAD 83(1986)-  32 20 00.     (N)    087 05 58.     (W)     SCALED    
 CN2141* NAVD 88     -        31.612  (meters)     103.71   (feet)  ADJUSTED  
 CN2141  ___________________________________________________________________
 CN2141  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CN2141  DYNAMIC HT  -          31.576 (meters)     103.60  (feet)  COMP
 CN2141  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 CN2141
 CN2141  VERT ORDER  -  SECOND    CLASS 0
 CN2141
 CN2141.The horizontal coordinates were scaled from a topographic map and have
 CN2141.an estimated accuracy of +/- 6 seconds.
 CN2141
 CN2141.The orthometric height was determined by differential leveling
 CN2141.and adjusted by the National Geodetic Survey in June 1991..
 CN2141
 CN2141.The geoid height was determined by GEOID03.
 CN2141
 CN2141.The dynamic height is computed by dividing the NAVD 88
 CN2141.geopotential number by the normal gravity value computed on the
 CN2141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2141.degrees latitude (g = 980.6199 gals.).
 CN2141
 CN2141.The modeled gravity was interpolated from observed gravity values.
 CN2141
 CN2141;                    North         East    Units  Estimated Accuracy
 CN2141;SPC AL W     -   258,760.      637,710.      MT  (+/- 180 meters Scaled)
 CN2141
 CN2141                          SUPERSEDED SURVEY CONTROL
 CN2141
 CN2141  NGVD 29 (??/??/92)   31.570  (m)          103.58   (f) ADJ UNCH    2 0
 CN2141
 CN2141.Superseded values are not recommended for survey control.
 CN2141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2141.See file dsdata.txt to determine how the superseded data were derived.
 CN2141
 CN2141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA906773(NAD 83)
 CN2141_MARKER: DB = BENCH MARK DISK
 CN2141_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2141_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2141_STAMPING: A 306 1949
 CN2141_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2141+STABILITY: SURFACE MOTION
 CN2141
 CN2141  HISTORY     - Date     Condition        Report By
 CN2141  HISTORY     - 1949     MONUMENTED       CGS
 CN2141  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN2141
 CN2141                          STATION DESCRIPTION
 CN2141
 CN2141'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN2141'1.0 MI N FROM CAHABA.
 CN2141'ABOUT 1.0 MILE NORTH ALONG A PRIVATE ROAD FROM THE JUNCTION OF A ROAD
 CN2141'EAST TO OLD ABANDONED FERRY LANDING AT CAHABA, ABOUT 0.75 MILE NORTH
 CN2141'OF A GATE ACROSS ROAD, ABOUT 625 FEET SOUTH OF THE SOUTH BANK OF THE
 CN2141'CAHABA RIVER (NO BRIDGE ACROSS RIVER), 72 FEET NORTH OF A POWER POLE,
 CN2141'62 FEET SOUTHEAST OF AN ARTESIAN WELL, 34 FEET EAST OF THE CENTER LINE
 CN2141'OF THE ROAD BED, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN2141'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 CN2141'INCHES.
 CN2141
 CN2141                          STATION RECOVERY (1984)
 CN2141
 CN2141'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN2141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1217 ***********************************************************************
 CN1217  DESIGNATION -  A 307
 CN1217  PID         -  CN1217
 CN1217  STATE/COUNTY-  AL/AUTAUGA
 CN1217  USGS QUAD   -  OLD KINGSTON (1987)
 CN1217
 CN1217                         *CURRENT SURVEY CONTROL
 CN1217  ___________________________________________________________________
 CN1217* NAD 83(1986)-  32 33 15.     (N)    086 37 27.     (W)     SCALED    
 CN1217* NAVD 88     -       146.902  (meters)     481.96   (feet)  ADJUSTED  
 CN1217  ___________________________________________________________________
 CN1217  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CN1217  DYNAMIC HT  -         146.733 (meters)     481.41  (feet)  COMP
 CN1217  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CN1217
 CN1217  VERT ORDER  -  SECOND    CLASS 0
 CN1217
 CN1217.The horizontal coordinates were scaled from a topographic map and have
 CN1217.an estimated accuracy of +/- 6 seconds.
 CN1217
 CN1217.The orthometric height was determined by differential leveling
 CN1217.and adjusted by the National Geodetic Survey in June 1991..
 CN1217
 CN1217.The geoid height was determined by GEOID03.
 CN1217
 CN1217.The dynamic height is computed by dividing the NAVD 88
 CN1217.geopotential number by the normal gravity value computed on the
 CN1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1217.degrees latitude (g = 980.6199 gals.).
 CN1217
 CN1217.The modeled gravity was interpolated from observed gravity values.
 CN1217
 CN1217;                    North         East    Units  Estimated Accuracy
 CN1217;SPC AL W     -   283,510.      682,250.      MT  (+/- 180 meters Scaled)
 CN1217
 CN1217                          SUPERSEDED SURVEY CONTROL
 CN1217
 CN1217  NGVD 29 (??/??/92)  146.861  (m)          481.83   (f) ADJ UNCH    2 0
 CN1217
 CN1217.Superseded values are not recommended for survey control.
 CN1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1217.See file dsdata.txt to determine how the superseded data were derived.
 CN1217
 CN1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB352019(NAD 83)
 CN1217_MARKER: DB = BENCH MARK DISK
 CN1217_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1217_SP_SET: CULVERT
 CN1217_STAMPING: A 307 1949
 CN1217_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1217_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN1217+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2002
 CN1217
 CN1217  HISTORY     - Date     Condition        Report By
 CN1217  HISTORY     - 1949     MONUMENTED       CGS
 CN1217  HISTORY     - 1980     MARK NOT FOUND   USGS
 CN1217  HISTORY     - 20020305 GOOD             ALHD
 CN1217
 CN1217                          STATION DESCRIPTION
 CN1217
 CN1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1217'1.1 MI SE FROM JOFFRE.
 CN1217'ABOUT 1.1 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 CN1217'FROM THE ROAD CROSSING AT JOFFRE, AT MILE POST 156, SET IN THE TOP OF
 CN1217'THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF AN 18-INCH PIPE
 CN1217'CULVERT (BRICK HEADWALL) 55 FEET NORTHWEST OF MILE POST 156, 11 FEET
 CN1217'SOUTHWEST OF THE SOUTHWEST RAIL AND ABOUT 4 FEET BELOW THE TRACK.
 CN1217
 CN1217                          STATION RECOVERY (1980)
 CN1217
 CN1217'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CN1217'MARK NOT FOUND.
 CN1217
 CN1217                          STATION RECOVERY (2002)
 CN1217
 CN1217'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN1217'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2107 ***********************************************************************
 CN2107  DESIGNATION -  A 308
 CN2107  PID         -  CN2107
 CN2107  STATE/COUNTY-  AL/DALLAS
 CN2107  USGS QUAD   -  ORRVILLE (1987)
 CN2107
 CN2107                         *CURRENT SURVEY CONTROL
 CN2107  ___________________________________________________________________
 CN2107* NAD 83(1986)-  32 20 53.     (N)    087 10 24.     (W)     SCALED    
 CN2107* NAVD 88     -        53.084  (meters)     174.16   (feet)  ADJUSTED  
 CN2107  ___________________________________________________________________
 CN2107  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CN2107  DYNAMIC HT  -          53.024 (meters)     173.96  (feet)  COMP
 CN2107  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 CN2107
 CN2107  VERT ORDER  -  SECOND    CLASS 0
 CN2107
 CN2107.The horizontal coordinates were scaled from a topographic map and have
 CN2107.an estimated accuracy of +/- 6 seconds.
 CN2107
 CN2107.The orthometric height was determined by differential leveling
 CN2107.and adjusted by the National Geodetic Survey in June 1991..
 CN2107
 CN2107.The geoid height was determined by GEOID03.
 CN2107
 CN2107.The dynamic height is computed by dividing the NAVD 88
 CN2107.geopotential number by the normal gravity value computed on the
 CN2107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2107.degrees latitude (g = 980.6199 gals.).
 CN2107
 CN2107.The modeled gravity was interpolated from observed gravity values.
 CN2107
 CN2107;                    North         East    Units  Estimated Accuracy
 CN2107;SPC AL W     -   260,360.      630,750.      MT  (+/- 180 meters Scaled)
 CN2107
 CN2107                          SUPERSEDED SURVEY CONTROL
 CN2107
 CN2107  NGVD 29 (??/??/92)   53.038  (m)          174.01   (f) ADJ UNCH    2 0
 CN2107
 CN2107.Superseded values are not recommended for survey control.
 CN2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2107.See file dsdata.txt to determine how the superseded data were derived.
 CN2107
 CN2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA836790(NAD 83)
 CN2107_MARKER: DB = BENCH MARK DISK
 CN2107_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2107_SP_SET: CULVERT
 CN2107_STAMPING: A 308 1949
 CN2107_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2107
 CN2107  HISTORY     - Date     Condition        Report By
 CN2107  HISTORY     - 1949     MONUMENTED       CGS
 CN2107
 CN2107                          STATION DESCRIPTION
 CN2107
 CN2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN2107'1.3 MI SW FROM BELOIT.
 CN2107'ABOUT 1.3 MILES SOUTHWEST ALONG STATE HIGHWAY 22 FROM THE SCHOOL AT
 CN2107'BELOIT, ABOUT 0.2 MILE NORTHEAST OF A SMALL CHURCH SOUTHEAST OF
 CN2107'HIGHWAY, SET IN THE TOP OF THE NORTHEAST HEAD WALL OF A 25-FOOT
 CN2107'CONCRETE CULVERT, 27 FEET SOUTHEAST OF THE EAST CORNER OF LOUISVILLE
 CN2107'AND NASHVILLE RAILROAD TRESTLE NO. 9, 28 1/2 FEET SOUTHEAST OF THE
 CN2107'SOUTHEAST RAIL, 16 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 CN2107'HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0952 ***********************************************************************
 CN0952  DESIGNATION -  A 309
 CN0952  PID         -  CN0952
 CN0952  STATE/COUNTY-  AL/DALLAS
 CN0952  USGS QUAD   -  SARDIS (1982)
 CN0952
 CN0952                         *CURRENT SURVEY CONTROL
 CN0952  ___________________________________________________________________
 CN0952* NAD 83(1986)-  32 18 32.     (N)    086 53 00.     (W)     SCALED    
 CN0952* NAVD 88     -        66.676  (meters)     218.75   (feet)  ADJUSTED  
 CN0952  ___________________________________________________________________
 CN0952  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CN0952  DYNAMIC HT  -          66.600 (meters)     218.50  (feet)  COMP
 CN0952  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 CN0952
 CN0952  VERT ORDER  -  SECOND    CLASS 0
 CN0952
 CN0952.The horizontal coordinates were scaled from a topographic map and have
 CN0952.an estimated accuracy of +/- 6 seconds.
 CN0952
 CN0952.The orthometric height was determined by differential leveling
 CN0952.and adjusted by the National Geodetic Survey in June 1991..
 CN0952
 CN0952.The geoid height was determined by GEOID03.
 CN0952
 CN0952.The dynamic height is computed by dividing the NAVD 88
 CN0952.geopotential number by the normal gravity value computed on the
 CN0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0952.degrees latitude (g = 980.6199 gals.).
 CN0952
 CN0952.The modeled gravity was interpolated from observed gravity values.
 CN0952
 CN0952;                    North         East    Units  Estimated Accuracy
 CN0952;SPC AL W     -   256,140.      658,070.      MT  (+/- 180 meters Scaled)
 CN0952
 CN0952                          SUPERSEDED SURVEY CONTROL
 CN0952
 CN0952  NGVD 29 (??/??/92)   66.641  (m)          218.64   (f) ADJ UNCH    2 0
 CN0952
 CN0952.Superseded values are not recommended for survey control.
 CN0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0952.See file dsdata.txt to determine how the superseded data were derived.
 CN0952
 CN0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA109746(NAD 83)
 CN0952_MARKER: DB = BENCH MARK DISK
 CN0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0952_STAMPING: A 309 1949
 CN0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0952+STABILITY: SURFACE MOTION
 CN0952
 CN0952  HISTORY     - Date     Condition        Report By
 CN0952  HISTORY     - 1949     MONUMENTED       ALHD
 CN0952  HISTORY     - 1949     GOOD             NGS
 CN0952
 CN0952                          STATION DESCRIPTION
 CN0952
 CN0952'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0952'2.35 MI S FROM TYLER.
 CN0952'ABOUT 2.35 MILES SOUTH ALONG A COUNTY ROAD FROM THE WESTERN OF ALABAMA
 CN0952'RAILWAY STATION AT TYLER, ABOUT 0.5 MILE SOUTH OF THE INTERSECTION OF
 CN0952'U.S. HIGHWAY 80, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 29
 CN0952'FEET NORTHWEST OF THE NORTH END OF THE WEST HEAD WALL OF A 5 1/2-FOOT
 CN0952'CONCRETE CULVERT, 5.5 FEET NORTHWEST OF A 20-INCH GUM TREE, 2 FEET
 CN0952'SOUTH OF A WHITE WOODEN WITNESS POST, 4 FEET BELOW THE HIGHWAY AND SET
 CN0952'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0101 ***********************************************************************
 CN0101  DESIGNATION -  A 31
 CN0101  PID         -  CN0101
 CN0101  STATE/COUNTY-  AL/AUTAUGA
 CN0101  USGS QUAD   -  MARBURY (1987)
 CN0101
 CN0101                         *CURRENT SURVEY CONTROL
 CN0101  ___________________________________________________________________
 CN0101* NAD 83(1986)-  32 37 31.     (N)    086 25 28.     (W)     SCALED    
 CN0101* NAVD 88     -       100.284  (meters)     329.02   (feet)  ADJUSTED  
 CN0101  ___________________________________________________________________
 CN0101  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CN0101  DYNAMIC HT  -         100.168 (meters)     328.63  (feet)  COMP
 CN0101  MODELED GRAV-     979,476.5   (mgal)                       NAVD 88
 CN0101
 CN0101  VERT ORDER  -  SECOND    CLASS 0
 CN0101
 CN0101.The horizontal coordinates were scaled from a topographic map and have
 CN0101.an estimated accuracy of +/- 6 seconds.
 CN0101
 CN0101.The orthometric height was determined by differential leveling
 CN0101.and adjusted by the National Geodetic Survey in June 1991..
 CN0101
 CN0101.The geoid height was determined by GEOID03.
 CN0101
 CN0101.The dynamic height is computed by dividing the NAVD 88
 CN0101.geopotential number by the normal gravity value computed on the
 CN0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0101.degrees latitude (g = 980.6199 gals.).
 CN0101
 CN0101.The modeled gravity was interpolated from observed gravity values.
 CN0101
 CN0101;                    North         East    Units  Estimated Accuracy
 CN0101;SPC AL W     -   291,570.      700,930.      MT  (+/- 180 meters Scaled)
 CN0101
 CN0101                          SUPERSEDED SURVEY CONTROL
 CN0101
 CN0101  NGVD 29 (??/??/92)  100.261  (m)          328.94   (f) ADJ UNCH    2 0
 CN0101
 CN0101.Superseded values are not recommended for survey control.
 CN0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0101.See file dsdata.txt to determine how the superseded data were derived.
 CN0101
 CN0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB539098(NAD 83)
 CN0101_MARKER: DB = BENCH MARK DISK
 CN0101_SETTING: 0 = UNSPECIFIED SETTING
 CN0101_STAMPING: A 31 1934
 CN0101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0101
 CN0101  HISTORY     - Date     Condition        Report By
 CN0101  HISTORY     - 1934     MONUMENTED       CGS
 CN0101
 CN0101                          STATION DESCRIPTION
 CN0101
 CN0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0101'2.0 MI NW FROM DEATSVILLE.
 CN0101'ALONG THE RIGHT OF WAY OF THE LOUISVILLE AND NASHVILLE RAILROAD 15 1/4
 CN0101'RAILS, APPROXIMATELY 198 YARDS SOUTHEAST OF MILEPOST L 467. 31 YARDS
 CN0101'NORTH OF SIGNBOARD ALPHA SPRINGS.  2 1/2 RAILS NORTHWEST OF PUBLIC
 CN0101'CROSSING.  6 FEET NORTHWEST OF SOUTH FENCE CORNER OF PLACE OWNED BY
 CN0101'SCHOOLS-KHAN.  46 FEET NORTHEAST OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1871 ***********************************************************************
 CN1871  DESIGNATION -  A 310
 CN1871  PID         -  CN1871
 CN1871  STATE/COUNTY-  AL/DALLAS
 CN1871  USGS QUAD   -  MARION JUNCTION (1987)
 CN1871
 CN1871                         *CURRENT SURVEY CONTROL
 CN1871  ___________________________________________________________________
 CN1871* NAD 83(1986)-  32 27 50.     (N)    087 08 14.     (W)     SCALED    
 CN1871* NAVD 88     -        58.190  (meters)     190.91   (feet)  ADJUSTED  
 CN1871  ___________________________________________________________________
 CN1871  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CN1871  DYNAMIC HT  -          58.123 (meters)     190.69  (feet)  COMP
 CN1871  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 CN1871
 CN1871  VERT ORDER  -  SECOND    CLASS 0
 CN1871
 CN1871.The horizontal coordinates were scaled from a topographic map and have
 CN1871.an estimated accuracy of +/- 6 seconds.
 CN1871
 CN1871.The orthometric height was determined by differential leveling
 CN1871.and adjusted by the National Geodetic Survey in June 1991..
 CN1871
 CN1871.The geoid height was determined by GEOID03.
 CN1871
 CN1871.The dynamic height is computed by dividing the NAVD 88
 CN1871.geopotential number by the normal gravity value computed on the
 CN1871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1871.degrees latitude (g = 980.6199 gals.).
 CN1871
 CN1871.The modeled gravity was interpolated from observed gravity values.
 CN1871
 CN1871;                    North         East    Units  Estimated Accuracy
 CN1871;SPC AL W     -   273,220.      634,100.      MT  (+/- 180 meters Scaled)
 CN1871
 CN1871                          SUPERSEDED SURVEY CONTROL
 CN1871
 CN1871  NGVD 29 (??/??/92)   58.143  (m)          190.76   (f) ADJ UNCH    2 0
 CN1871
 CN1871.Superseded values are not recommended for survey control.
 CN1871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1871.See file dsdata.txt to determine how the superseded data were derived.
 CN1871
 CN1871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA871918(NAD 83)
 CN1871_MARKER: DB = BENCH MARK DISK
 CN1871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1871_STAMPING: A 310 1949
 CN1871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1871+STABILITY: SURFACE MOTION
 CN1871
 CN1871  HISTORY     - Date     Condition        Report By
 CN1871  HISTORY     - 1949     MONUMENTED       CGS
 CN1871  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1871
 CN1871                          STATION DESCRIPTION
 CN1871
 CN1871'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1871'2.7 MI NE FROM LAKE LANIER.
 CN1871'ABOUT 2.7 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SOUTHERN
 CN1871'RAILWAY STATION AT LAKE LANIER, AT THE JUNCTION OF A ROAD SOUTHEAST
 CN1871'AND A FARM ROAD SOUTHWEST AND A CURVE IN THE MAIN ROAD WITH TANGENTS
 CN1871'NORTHEAST AND NORTHWEST, ABOUT 1.0 MILE SOUTHWEST OF THE CENTER
 CN1871'BAPTIST CHURCH, 60 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF
 CN1871'ROADS AT THE SOUTHEAST POINT OF TRIANGLE FORMED BY ROAD JUNCTION, 46
 CN1871'FEET SOUTH OF THE CENTER OF THE JUNCTION AT NORTHWEST POINT OF
 CN1871'TRIANGLE, 96 FEET NORTH-NORTHEAST AND ACROSS THE FARM ROAD SOUTHWEST
 CN1871'FROM TELEPHONE POLE NO. 1421, 32 1/2 FEET NORTHWEST OF THE CENTER LINE
 CN1871'OF THE FARM ROAD SOUTHWEST, 33 FEET SOUTHWEST OF THE CENTER LINE OF
 CN1871'THE ROAD SOUTHEAST, 6 FEET SOUTHEAST OF THE PROLONGED CENTER LINE OF
 CN1871'THE NORTHEAST TANGENT OF THE MAIN ROAD, 1 1/2 FEET EAST OF A WHITE
 CN1871'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 CN1871'CONCRETE POST PROJECTING 4 INCHES.
 CN1871
 CN1871                          STATION RECOVERY (1984)
 CN1871
 CN1871'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1137 ***********************************************************************
 CN1137  DESIGNATION -  A 311
 CN1137  PID         -  CN1137
 CN1137  STATE/COUNTY-  AL/DALLAS
 CN1137  USGS QUAD   -  SELMA (1977)
 CN1137
 CN1137                         *CURRENT SURVEY CONTROL
 CN1137  ___________________________________________________________________
 CN1137* NAD 83(1986)-  32 28 51.     (N)    087 00 11.     (W)     SCALED    
 CN1137* NAVD 88     -        83.702  (meters)     274.61   (feet)  ADJUSTED  
 CN1137  ___________________________________________________________________
 CN1137  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CN1137  DYNAMIC HT  -          83.606 (meters)     274.30  (feet)  COMP
 CN1137  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 CN1137
 CN1137  VERT ORDER  -  SECOND    CLASS 0
 CN1137
 CN1137.The horizontal coordinates were scaled from a topographic map and have
 CN1137.an estimated accuracy of +/- 6 seconds.
 CN1137
 CN1137.The orthometric height was determined by differential leveling
 CN1137.and adjusted by the National Geodetic Survey in June 1991..
 CN1137
 CN1137.The geoid height was determined by GEOID03.
 CN1137
 CN1137.The dynamic height is computed by dividing the NAVD 88
 CN1137.geopotential number by the normal gravity value computed on the
 CN1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1137.degrees latitude (g = 980.6199 gals.).
 CN1137
 CN1137.The modeled gravity was interpolated from observed gravity values.
 CN1137
 CN1137;                    North         East    Units  Estimated Accuracy
 CN1137;SPC AL W     -   275,150.      646,710.      MT  (+/- 180 meters Scaled)
 CN1137
 CN1137                          SUPERSEDED SURVEY CONTROL
 CN1137
 CN1137  NGVD 29 (??/??/92)   83.663  (m)          274.48   (f) ADJ UNCH    2 0
 CN1137
 CN1137.Superseded values are not recommended for survey control.
 CN1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1137.See file dsdata.txt to determine how the superseded data were derived.
 CN1137
 CN1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA997937(NAD 83)
 CN1137_MARKER: DB = BENCH MARK DISK
 CN1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1137_STAMPING: A 311 1949
 CN1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1137+STABILITY: SURFACE MOTION
 CN1137
 CN1137  HISTORY     - Date     Condition        Report By
 CN1137  HISTORY     - 1949     MONUMENTED       CGS
 CN1137
 CN1137                          STATION DESCRIPTION
 CN1137
 CN1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1137'4.75 MI SE FROM SUMMERFIELD.
 CN1137'ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF A ROAD
 CN1137'WEST AND THE SCHOOL YARD AT SUMMERFIELD, THENCE ABOUT 4.6 MILES
 CN1137'SOUTHEAST AND EAST ALONG A GRAVEL ROAD, AT THE JUNCTION OF STATE
 CN1137'HIGHWAY 22, ABOUT 0.2 MILE NORTH ALONG HIGHWAY FROM ALEXS PLACE, ABOUT
 CN1137'0.45 MILE SOUTH OF HILL TOP PLACE, 82 FEET WEST OF THE CENTER LINE OF
 CN1137'THE HIGHWAY, 23 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD WEST,
 CN1137'39 1/2 FEET WEST OF A FENCE CORNER, 30.5 FEET WEST OF A POWER POLE, 1
 CN1137'1/2 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 CN1137'POST, ABOUT 5 FEET ABOVE THE HIGHWAY, ABOUT LEVEL WITH THE GRAVEL ROAD
 CN1137'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1875 ***********************************************************************
 CN1875  DESIGNATION -  A 312
 CN1875  PID         -  CN1875
 CN1875  STATE/COUNTY-  AL/DALLAS
 CN1875  USGS QUAD   -  MARION JUNCTION (1987)
 CN1875
 CN1875                         *CURRENT SURVEY CONTROL
 CN1875  ___________________________________________________________________
 CN1875* NAD 83(1986)-  32 28 48.     (N)    087 07 34.     (W)     SCALED    
 CN1875* NAVD 88     -        44.789  (meters)     146.95   (feet)  ADJUSTED  
 CN1875  ___________________________________________________________________
 CN1875  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CN1875  DYNAMIC HT  -          44.737 (meters)     146.77  (feet)  COMP
 CN1875  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 CN1875
 CN1875  VERT ORDER  -  SECOND    CLASS 0
 CN1875
 CN1875.The horizontal coordinates were scaled from a topographic map and have
 CN1875.an estimated accuracy of +/- 6 seconds.
 CN1875
 CN1875.The orthometric height was determined by differential leveling
 CN1875.and adjusted by the National Geodetic Survey in June 1991..
 CN1875
 CN1875.The geoid height was determined by GEOID03.
 CN1875
 CN1875.The dynamic height is computed by dividing the NAVD 88
 CN1875.geopotential number by the normal gravity value computed on the
 CN1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1875.degrees latitude (g = 980.6199 gals.).
 CN1875
 CN1875.The modeled gravity was interpolated from observed gravity values.
 CN1875
 CN1875;                    North         East    Units  Estimated Accuracy
 CN1875;SPC AL W     -   275,010.      635,140.      MT  (+/- 180 meters Scaled)
 CN1875
 CN1875                          SUPERSEDED SURVEY CONTROL
 CN1875
 CN1875  NGVD 29 (??/??/92)   44.745  (m)          146.80   (f) ADJ UNCH    2 0
 CN1875
 CN1875.Superseded values are not recommended for survey control.
 CN1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1875.See file dsdata.txt to determine how the superseded data were derived.
 CN1875
 CN1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA881936(NAD 83)
 CN1875_MARKER: DB = BENCH MARK DISK
 CN1875_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN1875_SP_SET: BRIDGE ABUTMENT
 CN1875_STAMPING: A 312 1949
 CN1875_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN1875
 CN1875  HISTORY     - Date     Condition        Report By
 CN1875  HISTORY     - 1949     MONUMENTED       CGS
 CN1875
 CN1875                          STATION DESCRIPTION
 CN1875
 CN1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1875'5.25 MI SE FROM SUTTLE.
 CN1875'ABOUT 5.25 MILES SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 CN1875'AT SUTTLE, ABOUT 0.9 MILE SOUTHEAST OF THE DALLAS-PERRY COUNTY LINE,
 CN1875'SET IN THE TOP OF THE NORTH END OF THE EAST ABUTMENT OF A LONG
 CN1875'CONCRETE BRIDGE OVER OAKMULGEE CREEK, 15 FEET NORTH OF THE CENTER LINE
 CN1875'OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0645 ***********************************************************************
 EF0645  DESIGNATION -  A 313
 EF0645  PID         -  EF0645
 EF0645  STATE/COUNTY-  AL/MADISON
 EF0645  USGS QUAD   -  MADISON (1991)
 EF0645
 EF0645                         *CURRENT SURVEY CONTROL
 EF0645  ___________________________________________________________________
 EF0645* NAD 83(1986)-  34 41 37.     (N)    086 44 58.     (W)     SCALED    
 EF0645* NAVD 88     -       205.687  (meters)     674.82   (feet)  POSTED    
 EF0645  ___________________________________________________________________
 EF0645  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 EF0645  DYNAMIC HT  -         205.480 (meters)     674.15  (feet)  COMP
 EF0645  MODELED GRAV-     979,631.9   (mgal)                       NAVD 88
 EF0645
 EF0645  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EF0645
 EF0645.The horizontal coordinates were scaled from a topographic map and have
 EF0645.an estimated accuracy of +/- 6 seconds.
 EF0645
 EF0645.The orthometric height was determined by differential leveling
 EF0645.and adjusted by the National Geodetic Survey in 1992..
 EF0645.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EF0645.rate of 2.1 thru 3.0 mm/km.
 EF0645
 EF0645.The geoid height was determined by GEOID03.
 EF0645
 EF0645.The dynamic height is computed by dividing the NAVD 88
 EF0645.geopotential number by the normal gravity value computed on the
 EF0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0645.degrees latitude (g = 980.6199 gals.).
 EF0645
 EF0645.The modeled gravity was interpolated from observed gravity values.
 EF0645
 EF0645;                    North         East    Units  Estimated Accuracy
 EF0645;SPC AL E     -   465,420.      116,060.      MT  (+/- 180 meters Scaled)
 EF0645
 EF0645                          SUPERSEDED SURVEY CONTROL
 EF0645
 EF0645  NGVD 29 (??/??/92)  205.647  (m)          674.69   (f) ADJ UNCH    1 2
 EF0645
 EF0645.Superseded values are not recommended for survey control.
 EF0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0645.See file dsdata.txt to determine how the superseded data were derived.
 EF0645
 EF0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED229390(NAD 83)
 EF0645_MARKER: DB = BENCH MARK DISK
 EF0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0645_STAMPING: A 313 1949
 EF0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0645+STABILITY: SURFACE MOTION
 EF0645
 EF0645  HISTORY     - Date     Condition        Report By
 EF0645  HISTORY     - 1949     MONUMENTED       CGS
 EF0645  HISTORY     - 1960     GOOD             NGS
 EF0645  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0645
 EF0645                          STATION DESCRIPTION
 EF0645
 EF0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0645'IN MADISON.
 EF0645'AT MADISON, ALONG THE SOUTHERN RAILWAY, 43.5 FEET SOUTHWEST OF THE
 EF0645'SOUTH CORNER OF THE STATION BUILDING, 25 FEET NORTH-NORTHWEST OF THE
 EF0645'NORTH-NORTHWEST RAIL OF THE MAIN TRACK, 56.5 FEET NORTH-NORTHWEST AND
 EF0645'ACROSS THE TRACK FROM POLE NO. 15, 20 FEET WEST-SOUTHWEST OF A
 EF0645'TELEPHONE POLE, 76.5 FEET NORTH OF BM S 2, 2 FEET NORTHEAST OF A WHITE
 EF0645'WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF
 EF0645'A CONCRETE POST PROJECTING 2 INCHES.
 EF0645
 EF0645                          STATION RECOVERY (1960)
 EF0645
 EF0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EF0645'RECOVERED IN GOOD CONDITION.
 EF0645
 EF0645                          STATION RECOVERY (1982)
 EF0645
 EF0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0645'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0634 ***********************************************************************
 EF0634  DESIGNATION -  A 314
 EF0634  PID         -  EF0634
 EF0634  STATE/COUNTY-  AL/MADISON
 EF0634  USGS QUAD   -  MADISON (1991)
 EF0634
 EF0634                         *CURRENT SURVEY CONTROL
 EF0634  ___________________________________________________________________
 EF0634* NAD 83(1986)-  34 41 46.     (N)    086 40 18.     (W)     SCALED    
 EF0634* NAVD 88     -       195.535  (meters)     641.52   (feet)  POSTED    
 EF0634  ___________________________________________________________________
 EF0634  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 EF0634  DYNAMIC HT  -         195.340 (meters)     640.88  (feet)  COMP
 EF0634  MODELED GRAV-     979,621.7   (mgal)                       NAVD 88
 EF0634
 EF0634  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 EF0634
 EF0634.The horizontal coordinates were scaled from a topographic map and have
 EF0634.an estimated accuracy of +/- 6 seconds.
 EF0634
 EF0634.The orthometric height was determined by differential leveling
 EF0634.and adjusted by the National Geodetic Survey in 1992..
 EF0634.No vertical observational check was made to the station.
 EF0634.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 EF0634.was located on a no-check spur therefore a value was not computed.
 EF0634
 EF0634.The geoid height was determined by GEOID03.
 EF0634
 EF0634.The dynamic height is computed by dividing the NAVD 88
 EF0634.geopotential number by the normal gravity value computed on the
 EF0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0634.degrees latitude (g = 980.6199 gals.).
 EF0634
 EF0634.The modeled gravity was interpolated from observed gravity values.
 EF0634
 EF0634;                    North         East    Units  Estimated Accuracy
 EF0634;SPC AL E     -   465,640.      123,190.      MT  (+/- 180 meters Scaled)
 EF0634
 EF0634                          SUPERSEDED SURVEY CONTROL
 EF0634
 EF0634  NGVD 29 (??/??/92)  195.489  (m)          641.37   (f) ADJ UNCH    1 2
 EF0634
 EF0634.Superseded values are not recommended for survey control.
 EF0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0634.See file dsdata.txt to determine how the superseded data were derived.
 EF0634
 EF0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED300393(NAD 83)
 EF0634_MARKER: DB = BENCH MARK DISK
 EF0634_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0634_SP_SET: CULVERT
 EF0634_STAMPING: A 314 1949
 EF0634_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0634
 EF0634  HISTORY     - Date     Condition        Report By
 EF0634  HISTORY     - 1949     MONUMENTED       CGS
 EF0634  HISTORY     - 1961     GOOD             THOMAS
 EF0634  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0634
 EF0634                          STATION DESCRIPTION
 EF0634
 EF0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0634'0.8 MI S FROM ELKO.
 EF0634'ABOUT 0.8 MILE SOUTH ALONG A GRAVEL AND BLACK TOP ROAD LEADING THROUGH
 EF0634'GATE 3 OF THE HUNTSVILLE ARSENAL FROM THE SOUTHERN RAILWAY TELEGRAPH
 EF0634'OFFICE AND STATION SIGN AT ELKO, ABOUT 0.15 MILE SOUTH OF THE JUNCTION
 EF0634'OF A BLACK TOP ROAD LEADING EAST TO GATE NO. 1, SET IN THE TOP OF THE
 EF0634'NORTH END OF THE EAST CONCRETE HEAD WALL OF A 30-INCH PIPE CULVERT, 39
 EF0634'FEET EAST OF THE CENTER LINE OF THE BLACKTOP ROAD AND ABOUT 1/2 FOOT
 EF0634'BELOW THE ROAD.  NOTE-- GATE NUMBER SHOULD BE NINE (9).
 EF0634
 EF0634                          STATION RECOVERY (1961)
 EF0634
 EF0634'RECOVERY NOTE BY THOMAS ENG AND SURV 1961
 EF0634'RECOVERED IN GOOD CONDITION.
 EF0634
 EF0634                          STATION RECOVERY (1982)
 EF0634
 EF0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0634'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0610 ***********************************************************************
 EF0610  DESIGNATION -  A 315
 EF0610  PID         -  EF0610
 EF0610  STATE/COUNTY-  AL/MADISON
 EF0610  USGS QUAD   -  HUNTSVILLE (1991)
 EF0610
 EF0610                         *CURRENT SURVEY CONTROL
 EF0610  ___________________________________________________________________
 EF0610* NAD 83(1986)-  34 44 27.     (N)    086 35 03.     (W)     SCALED    
 EF0610* NAVD 88     -       192.571  (meters)     631.79   (feet)  ADJUSTED  
 EF0610  ___________________________________________________________________
 EF0610  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EF0610  DYNAMIC HT  -         192.376 (meters)     631.15  (feet)  COMP
 EF0610  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 EF0610
 EF0610  VERT ORDER  -  FIRST     CLASS II
 EF0610
 EF0610.The horizontal coordinates were scaled from a topographic map and have
 EF0610.an estimated accuracy of +/- 6 seconds.
 EF0610
 EF0610.The orthometric height was determined by differential leveling
 EF0610.and adjusted by the National Geodetic Survey in June 1991..
 EF0610
 EF0610.The geoid height was determined by GEOID03.
 EF0610
 EF0610.The dynamic height is computed by dividing the NAVD 88
 EF0610.geopotential number by the normal gravity value computed on the
 EF0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0610.degrees latitude (g = 980.6199 gals.).
 EF0610
 EF0610.The modeled gravity was interpolated from observed gravity values.
 EF0610
 EF0610;                    North         East    Units  Estimated Accuracy
 EF0610;SPC AL E     -   470,540.      131,240.      MT  (+/- 180 meters Scaled)
 EF0610
 EF0610                          SUPERSEDED SURVEY CONTROL
 EF0610
 EF0610  NGVD 29 (??/??/92)  192.52   (m)          631.6    (f) COMPUTED    1 2
 EF0610
 EF0610.Superseded values are not recommended for survey control.
 EF0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0610.See file dsdata.txt to determine how the superseded data were derived.
 EF0610
 EF0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED380443(NAD 83)
 EF0610_MARKER: DB = BENCH MARK DISK
 EF0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0610_STAMPING: A 315 1949
 EF0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0610+STABILITY: SURFACE MOTION
 EF0610
 EF0610  HISTORY     - Date     Condition        Report By
 EF0610  HISTORY     - 1949     MONUMENTED       CGS
 EF0610  HISTORY     - 1960     GOOD             AMS
 EF0610  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0610
 EF0610                          STATION DESCRIPTION
 EF0610
 EF0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0610'IN HUNTSVILLE.
 EF0610'AT HUNTSVILLE, ABOUT 0.5 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM
 EF0610'THE STATION, AT THE FIRST STREET CROSSING NORTHEAST OF THE CROSSING OF
 EF0610'U.S. HIGHWAY 241, 111 FEET SOUTH AND ACROSS THE STREET FROM SEMAPHORE
 EF0610'SIGNAL NO. 3384A, 46 1/2 FEET SOUTHEAST OF THE CROSSING, 40 1/2 FEET
 EF0610'EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL, 29 FEET SOUTH OF THE CENTER
 EF0610'LINE OF THE STREET, 30 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 EF0610'UNPAINTED HOUSE NO. 101, 8 FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET
 EF0610'SOUTH OF A WHITE WOODEN WITNESS POST, 5 1/2 FEET BELOW THE TRACK AND
 EF0610'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. NOTE-- MARK HAS
 EF0610'BEEN COVERED WITH 2 FEET OF DIRT.
 EF0610
 EF0610                          STATION RECOVERY (1960)
 EF0610
 EF0610'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 EF0610'RECOVERED IN GOOD CONDITION.
 EF0610
 EF0610                          STATION RECOVERY (1982)
 EF0610
 EF0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0610'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0029 ***********************************************************************
 EF0029  DESIGNATION -  A 316
 EF0029  PID         -  EF0029
 EF0029  STATE/COUNTY-  AL/MARSHALL
 EF0029  USGS QUAD   -  SWEARENGIN (1983)
 EF0029
 EF0029                         *CURRENT SURVEY CONTROL
 EF0029  ___________________________________________________________________
 EF0029* NAD 83(1986)-  34 35 43.     (N)    086 13 47.     (W)     SCALED    
 EF0029* NAVD 88     -       191.804  (meters)     629.28   (feet)  ADJUSTED  
 EF0029  ___________________________________________________________________
 EF0029  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 EF0029  DYNAMIC HT  -         191.610 (meters)     628.64  (feet)  COMP
 EF0029  MODELED GRAV-     979,621.4   (mgal)                       NAVD 88
 EF0029
 EF0029  VERT ORDER  -  FIRST     CLASS II
 EF0029
 EF0029.The horizontal coordinates were scaled from a topographic map and have
 EF0029.an estimated accuracy of +/- 6 seconds.
 EF0029
 EF0029.The orthometric height was determined by differential leveling
 EF0029.and adjusted by the National Geodetic Survey in June 1991..
 EF0029
 EF0029.The geoid height was determined by GEOID03.
 EF0029
 EF0029.The dynamic height is computed by dividing the NAVD 88
 EF0029.geopotential number by the normal gravity value computed on the
 EF0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0029.degrees latitude (g = 980.6199 gals.).
 EF0029
 EF0029.The modeled gravity was interpolated from observed gravity values.
 EF0029
 EF0029;                    North         East    Units  Estimated Accuracy
 EF0029;SPC AL E     -   454,210.      163,640.      MT  (+/- 180 meters Scaled)
 EF0029
 EF0029                          SUPERSEDED SURVEY CONTROL
 EF0029
 EF0029  NGVD 29 (??/??/92)  191.791  (m)          629.23   (f) ADJ UNCH    1 2
 EF0029
 EF0029.Superseded values are not recommended for survey control.
 EF0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0029.See file dsdata.txt to determine how the superseded data were derived.
 EF0029
 EF0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED706284(NAD 83)
 EF0029_MARKER: DB = BENCH MARK DISK
 EF0029_SETTING: 66 = SET IN ROCK OUTCROP
 EF0029_SP_SET: ROCK OUTCROP
 EF0029_STAMPING: A 316 1949
 EF0029_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0029+STABILITY: POSITION/ELEVATION WELL
 EF0029
 EF0029  HISTORY     - Date     Condition        Report By
 EF0029  HISTORY     - 1949     MONUMENTED       CGS
 EF0029  HISTORY     - 1964     GOOD             NGS
 EF0029
 EF0029                          STATION DESCRIPTION
 EF0029
 EF0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EF0029'4.9 MI ESE FROM WOODVILLE.
 EF0029'ABOUT 2.1 MILES ELY AND SELY ALONG THE MAIN ASPHALT ROAD FROM ITS
 EF0029'INTERSECTION WITH NO. 72 U. S. HWY. WHICH INTERSECTION IS ABOUT 0.2
 EF0029'MILE E OF THE RAILROAD CROSSING IN WOODVILLE, TAKE LEFT FORK AND
 EF0029'CONTINUE ELY AND SELY 2.8 MILES TO SHARP UPHILL CURVE AT Y-JUNCTION
 EF0029'WITH EARTH ROAD FROM SLY AND THE MARK ON THE LEFT, 97-1/2 FEET ENE OF
 EF0029'NE CORNER OF STONE CHIMNEY ON E END OF FRAME HOUSE, 38 FEET NE OF
 EF0029'CENTER LINE OF 16-FOOT ASPHALT PAVEMENT, ABOUT LEVEL WITH SAME, 52
 EF0029'FEET WNW OF 12-INCH LONE HICKORY TREE, AND 7 FEET E OF PROJECTED
 EF0029'CENTER LINE OF THE EARTH ROAD FROM THE SOUTH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0879 ***********************************************************************
 EE0879  DESIGNATION -  A 317
 EE0879  PID         -  EE0879
 EE0879  STATE/COUNTY-  AL/JACKSON
 EE0879  USGS QUAD   -  WANNVILLE (1970)
 EE0879
 EE0879                         *CURRENT SURVEY CONTROL
 EE0879  ___________________________________________________________________
 EE0879* NAD 83(1986)-  34 46 18.     (N)    085 55 47.     (W)     SCALED    
 EE0879* NAVD 88     -       185.878  (meters)     609.83   (feet)  ADJUSTED  
 EE0879  ___________________________________________________________________
 EE0879  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE0879  DYNAMIC HT  -         185.696 (meters)     609.24  (feet)  COMP
 EE0879  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 EE0879
 EE0879  VERT ORDER  -  FIRST     CLASS II
 EE0879
 EE0879.The horizontal coordinates were scaled from a topographic map and have
 EE0879.an estimated accuracy of +/- 6 seconds.
 EE0879
 EE0879.The orthometric height was determined by differential leveling
 EE0879.and adjusted by the National Geodetic Survey in June 1991..
 EE0879
 EE0879.The geoid height was determined by GEOID03.
 EE0879
 EE0879.The dynamic height is computed by dividing the NAVD 88
 EE0879.geopotential number by the normal gravity value computed on the
 EE0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0879.degrees latitude (g = 980.6199 gals.).
 EE0879
 EE0879.The modeled gravity was interpolated from observed gravity values.
 EE0879
 EE0879;                    North         East    Units  Estimated Accuracy
 EE0879;SPC AL E     -   473,710.      191,180.      MT  (+/- 180 meters Scaled)
 EE0879
 EE0879                          SUPERSEDED SURVEY CONTROL
 EE0879
 EE0879  NGVD 29 (??/??/92)  185.861  (m)          609.78   (f) ADJ UNCH    1 2
 EE0879
 EE0879.Superseded values are not recommended for survey control.
 EE0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0879.See file dsdata.txt to determine how the superseded data were derived.
 EE0879
 EE0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED979482(NAD 83)
 EE0879_MARKER: DB = BENCH MARK DISK
 EE0879_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0879_SP_SET: ABUTMENT
 EE0879_STAMPING: A 317 1950
 EE0879_MARK LOGO: CGS   
 EE0879_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0879
 EE0879  HISTORY     - Date     Condition        Report By
 EE0879  HISTORY     - 1950     MONUMENTED       CGS
 EE0879  HISTORY     - 1963     GOOD             NGS
 EE0879  HISTORY     - 1983     GOOD             NGS
 EE0879
 EE0879                          STATION DESCRIPTION
 EE0879
 EE0879'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0879'1.6 MI SW FROM FACKLER.
 EE0879'ABOUT 1.65 MILES SW ALONG SOUTHERN RAILWAY FROM THE STATION IN
 EE0879'FACKLER, IN THE TOP OF SE END OF SW CONCRETE ABUTMENT OF THE 2
 EE0879'SPANS OF OVERHEAD STEEL TRUSS BRIDGE OVER MUD CREEK, 9.1 FEET SE
 EE0879'OF SE RAIL, 0.6 FOOT LOWER THAN TOP OF SAME, AND SET IN A DRILL
 EE0879'HOLE.
 EE0879
 EE0879                          STATION RECOVERY (1983)
 EE0879
 EE0879'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0879'RECOVERED IN GOOD CONDITION, NOT LEVELED TO, TOO FAR OFF LINE.  NOTE,
 EE0879'DELETE FROM THE STATION, ADD FROM THE RAILROAD CROSSING AND COUNTY
 EE0879'ROAD 42.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0057 ***********************************************************************
 EF0057  DESIGNATION -  A 318
 EF0057  PID         -  EF0057
 EF0057  STATE/COUNTY-  AL/JACKSON
 EF0057  USGS QUAD   -  SCOTTSBORO (1982)
 EF0057
 EF0057                         *CURRENT SURVEY CONTROL
 EF0057  ___________________________________________________________________
 EF0057* NAD 83(1986)-  34 39 41.     (N)    086 00 40.     (W)     SCALED    
 EF0057* NAVD 88     -       190.185  (meters)     623.97   (feet)  ADJUSTED  
 EF0057  ___________________________________________________________________
 EF0057  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EF0057  DYNAMIC HT  -         189.995 (meters)     623.34  (feet)  COMP
 EF0057  MODELED GRAV-     979,635.1   (mgal)                       NAVD 88
 EF0057
 EF0057  VERT ORDER  -  FIRST     CLASS II
 EF0057
 EF0057.The horizontal coordinates were scaled from a topographic map and have
 EF0057.an estimated accuracy of +/- 6 seconds.
 EF0057
 EF0057.The orthometric height was determined by differential leveling
 EF0057.and adjusted by the National Geodetic Survey in June 1991..
 EF0057
 EF0057.The geoid height was determined by GEOID03.
 EF0057
 EF0057.The dynamic height is computed by dividing the NAVD 88
 EF0057.geopotential number by the normal gravity value computed on the
 EF0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0057.degrees latitude (g = 980.6199 gals.).
 EF0057
 EF0057.The modeled gravity was interpolated from observed gravity values.
 EF0057
 EF0057;                    North         East    Units  Estimated Accuracy
 EF0057;SPC AL E     -   461,480.      183,710.      MT  (+/- 180 meters Scaled)
 EF0057
 EF0057                          SUPERSEDED SURVEY CONTROL
 EF0057
 EF0057  NGVD 29 (??/??/92)  190.17   (m)          623.9    (f) COMPUTED    1 2
 EF0057
 EF0057.Superseded values are not recommended for survey control.
 EF0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0057.See file dsdata.txt to determine how the superseded data were derived.
 EF0057
 EF0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED906359(NAD 83)
 EF0057_MARKER: DB = BENCH MARK DISK
 EF0057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0057_STAMPING: A 318 1950
 EF0057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0057+STABILITY: SURFACE MOTION
 EF0057
 EF0057  HISTORY     - Date     Condition        Report By
 EF0057  HISTORY     - 1950     MONUMENTED       CGS
 EF0057  HISTORY     - 1963     GOOD             NGS
 EF0057  HISTORY     - 1983     MARK NOT FOUND   NGS
 EF0057  HISTORY     - 20050523 MARK NOT FOUND   ALHD
 EF0057
 EF0057                          STATION DESCRIPTION
 EF0057
 EF0057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EF0057'1.8 MI SE FROM SCOTTSBORO.
 EF0057'ABOUT 0.6 MILE E ALONG NO. 72 U. S. HWY. FROM ONE BLOCK N OF
 EF0057'COURTHOUSE IN SCOTTSBORO, THENCE 1.2 MILES S AND SE ALONG NO. 35
 EF0057'ALABAMA HWY. TO PAVED T-ROAD ON RIGHT AND THE MARK, ABOUT 99 YARDS SE
 EF0057'OF STEEL-TOWER HIGH-VOLTAGE POWER LINE, 118 FEET NW OF CENTER LINE OF
 EF0057'PAVED ROAD, 31 FEET NW OF CENTER LINE OF FARM ROAD, 31-1/2 FEET SW OF
 EF0057'CENTER LINE OF 21-FOOT ASPHALT HWY. PAVEMENT, ABOUT 3 FEET LOWER THAN
 EF0057'SAME, 11-1/2 FEET NW OF CREOSOTED TELEPHONE POLE, 4.7 FEET SW OF STEEL
 EF0057'WITNESS POST, AND FLUSH WITH GROUND.
 EF0057
 EF0057                          STATION RECOVERY (1983)
 EF0057
 EF0057'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EF0057'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
 EF0057
 EF0057                          STATION RECOVERY (2005)
 EF0057
 EF0057'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0057'ALA 35 IS NOW FOUR LANE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1888 ***********************************************************************
 CN1888  DESIGNATION -  A 321
 CN1888  PID         -  CN1888
 CN1888  STATE/COUNTY-  AL/DALLAS
 CN1888  USGS QUAD   -  SELMA (1977)
 CN1888
 CN1888                         *CURRENT SURVEY CONTROL
 CN1888  ___________________________________________________________________
 CN1888* NAD 83(1986)-  32 28 08.     (N)    087 05 55.     (W)     SCALED    
 CN1888* NAVD 88     -        55.241  (meters)     181.24   (feet)  ADJUSTED  
 CN1888  ___________________________________________________________________
 CN1888  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CN1888  DYNAMIC HT  -          55.177 (meters)     181.03  (feet)  COMP
 CN1888  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CN1888
 CN1888  VERT ORDER  -  SECOND    CLASS 0
 CN1888
 CN1888.The horizontal coordinates were scaled from a topographic map and have
 CN1888.an estimated accuracy of +/- 6 seconds.
 CN1888
 CN1888.The orthometric height was determined by differential leveling
 CN1888.and adjusted by the National Geodetic Survey in June 1991..
 CN1888
 CN1888.The geoid height was determined by GEOID03.
 CN1888
 CN1888.The dynamic height is computed by dividing the NAVD 88
 CN1888.geopotential number by the normal gravity value computed on the
 CN1888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1888.degrees latitude (g = 980.6199 gals.).
 CN1888
 CN1888.The modeled gravity was interpolated from observed gravity values.
 CN1888
 CN1888;                    North         East    Units  Estimated Accuracy
 CN1888;SPC AL W     -   273,790.      637,730.      MT  (+/- 180 meters Scaled)
 CN1888
 CN1888                          SUPERSEDED SURVEY CONTROL
 CN1888
 CN1888  NGVD 29 (??/??/92)   55.197  (m)          181.09   (f) ADJ UNCH    2 0
 CN1888
 CN1888.Superseded values are not recommended for survey control.
 CN1888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1888.See file dsdata.txt to determine how the superseded data were derived.
 CN1888
 CN1888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA907924(NAD 83)
 CN1888_MARKER: DB = BENCH MARK DISK
 CN1888_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1888_SP_SET: CULVERT
 CN1888_STAMPING: A 321 1950
 CN1888_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1888
 CN1888  HISTORY     - Date     Condition        Report By
 CN1888  HISTORY     - 1950     MONUMENTED       CGS
 CN1888
 CN1888                          STATION DESCRIPTION
 CN1888
 CN1888'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1888'7.0 MI SE FROM SUTTLE.
 CN1888'ABOUT 7.0 MILES SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 CN1888'IN SUTTLE, 0.85 MILE SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH
 CN1888'AND SOUTHWEST, 0.5 MILE NORTHWEST OF THE JUNCTION OF PERSIMMON TREE
 CN1888'ROAD, ABOUT 3.25 MILES NORTHWEST ALONG STATE HIGHWAY 43 FROM ITS
 CN1888'JUNCTION WITH U.S. HIGHWAY 80, AT THE NORTHWEST END OF A CURVE, IN THE
 CN1888'TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL OF A 3-FOOT
 CN1888'CONCRETE BOX CULVERT, 28 FEET NORTHEAST OF AND ABOUT 3 1/2 FEET BELOW
 CN1888'THE LEVEL OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1852 ***********************************************************************
 CN1852  DESIGNATION -  A 322
 CN1852  PID         -  CN1852
 CN1852  STATE/COUNTY-  AL/WILCOX
 CN1852  USGS QUAD   -  CAMDEN NORTH (1974)
 CN1852
 CN1852                         *CURRENT SURVEY CONTROL
 CN1852  ___________________________________________________________________
 CN1852* NAD 83(1986)-  32 02 46.     (N)    087 18 01.     (W)     SCALED    
 CN1852* NAVD 88     -        24.295  (meters)      79.71   (feet)  ADJUSTED  
 CN1852  ___________________________________________________________________
 CN1852  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CN1852  DYNAMIC HT  -          24.267 (meters)      79.62  (feet)  COMP
 CN1852  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 CN1852
 CN1852  VERT ORDER  -  SECOND    CLASS 0
 CN1852
 CN1852.The horizontal coordinates were scaled from a topographic map and have
 CN1852.an estimated accuracy of +/- 6 seconds.
 CN1852
 CN1852.The orthometric height was determined by differential leveling
 CN1852.and adjusted by the National Geodetic Survey in June 1991..
 CN1852
 CN1852.The geoid height was determined by GEOID03.
 CN1852
 CN1852.The dynamic height is computed by dividing the NAVD 88
 CN1852.geopotential number by the normal gravity value computed on the
 CN1852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1852.degrees latitude (g = 980.6199 gals.).
 CN1852
 CN1852.The modeled gravity was interpolated from observed gravity values.
 CN1852
 CN1852;                    North         East    Units  Estimated Accuracy
 CN1852;SPC AL W     -   226,850.      618,860.      MT  (+/- 180 meters Scaled)
 CN1852
 CN1852                          SUPERSEDED SURVEY CONTROL
 CN1852
 CN1852  NGVD 29 (??/??/92)   24.255  (m)           79.58   (f) ADJ UNCH    2 0
 CN1852
 CN1852.Superseded values are not recommended for survey control.
 CN1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1852.See file dsdata.txt to determine how the superseded data were derived.
 CN1852
 CN1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA716455(NAD 83)
 CN1852_MARKER: DB = BENCH MARK DISK
 CN1852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1852_STAMPING: A 322 1950
 CN1852_PROJECTION: FLUSH
 CN1852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1852+STABILITY: SURFACE MOTION
 CN1852
 CN1852  HISTORY     - Date     Condition        Report By
 CN1852  HISTORY     - 1950     MONUMENTED       CGS
 CN1852  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN1852  HISTORY     - 19980127 MARK NOT FOUND   NGS
 CN1852
 CN1852                          STATION DESCRIPTION
 CN1852
 CN1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1852'17.5 MI SE FROM ALBERTA.
 CN1852'ABOUT 17.5 MILES SOUTHEAST ALONG A COUNTRY ROAD FROM THE SOUTHERN
 CN1852'RAILWAY STATION AT ALBERTA, ABOUT 20 YARDS NORTH OF THE EDGE OF THE
 CN1852'HIGH NORTH BANK OF THE ALABAMA RIVER, 31 FEET WEST OF THE CENTER LINE
 CN1852'OF THE OLD ROAD LEADING TO ELLIS FERRY (ABANDONED), 85 FEET
 CN1852'WEST-NORTHWEST OF THE WEST POLE OF A HIGH-DOUBLE TELEPHONE POLE, 55
 CN1852'FEET WEST-SOUTHWEST OF A BLAZED 22-INCH PIN OAK TREE, 16 FEET NORTH OF
 CN1852'AN 18-INCH PIN OAK TREE, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A
 CN1852'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MAY HAVE BEEN COVER WITH
 CN1852'WATER.
 CN1852
 CN1852                          STATION RECOVERY (1974)
 CN1852
 CN1852'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN1852'MARK NOT FOUND.
 CN1852
 CN1852                          STATION RECOVERY (1998)
 CN1852
 CN1852'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN1852'THE STATION WAS SEARCHED FOR BUT NOT FOUND, IT IS BELIEVED THE STATION
 CN1852'WAS LOST TO EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2027 ***********************************************************************
 CN2027  DESIGNATION -  A 323
 CN2027  PID         -  CN2027
 CN2027  STATE/COUNTY-  AL/WILCOX
 CN2027  USGS QUAD   -  CAMDEN NORTH (1974)
 CN2027
 CN2027                         *CURRENT SURVEY CONTROL
 CN2027  ___________________________________________________________________
 CN2027* NAD 83(1986)-  32 02 35.     (N)    087 18 06.     (W)     SCALED    
 CN2027* NAVD 88     -        24.988  (meters)      81.98   (feet)  ADJUSTED  
 CN2027  ___________________________________________________________________
 CN2027  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CN2027  DYNAMIC HT  -          24.959 (meters)      81.89  (feet)  COMP
 CN2027  MODELED GRAV-     979,494.6   (mgal)                       NAVD 88
 CN2027
 CN2027  VERT ORDER  -  SECOND    CLASS 0
 CN2027
 CN2027.The horizontal coordinates were scaled from a topographic map and have
 CN2027.an estimated accuracy of +/- 6 seconds.
 CN2027
 CN2027.The orthometric height was determined by differential leveling
 CN2027.and adjusted by the National Geodetic Survey in June 1991..
 CN2027
 CN2027.The geoid height was determined by GEOID03.
 CN2027
 CN2027.The dynamic height is computed by dividing the NAVD 88
 CN2027.geopotential number by the normal gravity value computed on the
 CN2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2027.degrees latitude (g = 980.6199 gals.).
 CN2027
 CN2027.The modeled gravity was interpolated from observed gravity values.
 CN2027
 CN2027;                    North         East    Units  Estimated Accuracy
 CN2027;SPC AL W     -   226,520.      618,730.      MT  (+/- 180 meters Scaled)
 CN2027
 CN2027                          SUPERSEDED SURVEY CONTROL
 CN2027
 CN2027  NGVD 29 (??/??/92)   24.948  (m)           81.85   (f) ADJ UNCH    2 0
 CN2027
 CN2027.Superseded values are not recommended for survey control.
 CN2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2027.See file dsdata.txt to determine how the superseded data were derived.
 CN2027
 CN2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA715452(NAD 83)
 CN2027_MARKER: DB = BENCH MARK DISK
 CN2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2027_STAMPING: A 323 1950
 CN2027_PROJECTION: FLUSH
 CN2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2027+STABILITY: SURFACE MOTION
 CN2027
 CN2027  HISTORY     - Date     Condition        Report By
 CN2027  HISTORY     - 1950     MONUMENTED       CGS
 CN2027  HISTORY     - 19980127 MARK NOT FOUND   NGS
 CN2027
 CN2027                          STATION DESCRIPTION
 CN2027
 CN2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2027'4.75 MI NW FROM CAMDEN.
 CN2027'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 28 FROM THE COURTHOUSE
 CN2027'IN CAMDEN, THENCE 1.75 MILES NORTHEAST ALONG A ROAD LEADING TO ELLIS
 CN2027'FERRY, ABOUT 0.1 MILE SOUTHWEST OF THE OLD FERRY LANDING, 77 FEET
 CN2027'NORTHEAST OF A FENCE CORNER, 152 FEET NORTH AND ACROSS THE ROAD FROM
 CN2027'THE NORTH CORNER OF A SMALL SHED, 103 FEET WEST AND ACROSS THE ROAD
 CN2027'FROM THE SECOND TELEPHONE POLE SOUTHWEST OF A TALL TWIN POLE FROM
 CN2027'WHICH TELEPHONE LINE CROSSES RIVER, 31 FEET NORTHWEST OF THE CENTER
 CN2027'LINE OF THE ROAD, 7 FEET EAST OF THE SOUTHWEST ONE OF A GROUP OF 6
 CN2027'TREES, 1 FOOT ABOVE THE LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE
 CN2027'POST PROJECTING 3 INCHES.
 CN2027
 CN2027                          STATION RECOVERY (1998)
 CN2027
 CN2027'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN2027'STATION COULD NOT BE FOUND IT IS BELIEVED TO BE UNDERWATER IN THE
 CN2027'DANNELLY RESEVOI.R
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1493 ***********************************************************************
 CN1493  DESIGNATION -  A 324
 CN1493  PID         -  CN1493
 CN1493  STATE/COUNTY-  AL/DALLAS
 CN1493  USGS QUAD   -  JONES (1982)
 CN1493
 CN1493                         *CURRENT SURVEY CONTROL
 CN1493  ___________________________________________________________________
 CN1493* NAD 83(1986)-  32 34 53.     (N)    086 59 50.     (W)     SCALED    
 CN1493* NAVD 88     -       128.448  (meters)     421.42   (feet)  ADJUSTED  
 CN1493  ___________________________________________________________________
 CN1493  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN1493  DYNAMIC HT  -         128.300 (meters)     420.93  (feet)  COMP
 CN1493  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CN1493
 CN1493  VERT ORDER  -  SECOND    CLASS 0
 CN1493
 CN1493.The horizontal coordinates were scaled from a topographic map and have
 CN1493.an estimated accuracy of +/- 6 seconds.
 CN1493
 CN1493.The orthometric height was determined by differential leveling
 CN1493.and adjusted by the National Geodetic Survey in June 1991..
 CN1493
 CN1493.The geoid height was determined by GEOID03.
 CN1493
 CN1493.The dynamic height is computed by dividing the NAVD 88
 CN1493.geopotential number by the normal gravity value computed on the
 CN1493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1493.degrees latitude (g = 980.6199 gals.).
 CN1493
 CN1493.The modeled gravity was interpolated from observed gravity values.
 CN1493
 CN1493;                    North         East    Units  Estimated Accuracy
 CN1493;SPC AL W     -   286,300.      647,200.      MT  (+/- 180 meters Scaled)
 CN1493
 CN1493                          SUPERSEDED SURVEY CONTROL
 CN1493
 CN1493  NGVD 29 (??/??/92)  128.423  (m)          421.33   (f) ADJ UNCH    2 0
 CN1493
 CN1493.Superseded values are not recommended for survey control.
 CN1493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1493.See file dsdata.txt to determine how the superseded data were derived.
 CN1493
 CN1493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB002048(NAD 83)
 CN1493_MARKER: DB = BENCH MARK DISK
 CN1493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1493_STAMPING: A 324 1950
 CN1493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1493+STABILITY: SURFACE MOTION
 CN1493
 CN1493  HISTORY     - Date     Condition        Report By
 CN1493  HISTORY     - 1950     MONUMENTED       CGS
 CN1493
 CN1493                          STATION DESCRIPTION
 CN1493
 CN1493'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1493'6.05 MI NE FROM SUMMERFIELD.
 CN1493'ABOUT 6.05 MILES NORTHEAST AND NORTH ALONG GRAVEL ROADS FROM THE
 CN1493'SCHOOL YARD AT SUMMERFIELD, ABOUT 0.45 MILE SOUTHEAST OF THE ENTRANCE
 CN1493'TO VALLEY CREEK STATE PARK AND YMCA CAMP GRIST, AT THE JUNCTION OF A
 CN1493'DIM ROAD NORTH, AT AN OLD HOUSE SITE, 41 FEET EAST OF THE CENTER OF
 CN1493'THE JUNCTION OF THE DIM ROAD NORTH, 34 FEET NORTHEAST OF THE CENTER
 CN1493'LINE OF THE MAIN ROAD, 60 FEET NORTH OF A 45-INCH OAK TREE, 12.5 FEET
 CN1493'NORTH OF A 16-INCH ELM TREE, 5.5 FEET SOUTHWEST OF AN OLD FENCE LINE
 CN1493'IN FRONT OF HOUSE SITE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 CN1493'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1493'PROJECTING 2 INCHES.  NOTE-- MARK IS REACHED FROM THE MR. PLEASANT
 CN1493'PRESBYTERIAN CHURCH AND CEMETERY BY GOING ABOUT 0.25 MILE WEST ALONG A
 CN1493'GRAVEL ROAD, THENCE ABOUT 0.75 MILE NORTHWEST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1687 ***********************************************************************
 CN1687  DESIGNATION -  A 325
 CN1687  PID         -  CN1687
 CN1687  STATE/COUNTY-  AL/PERRY
 CN1687  USGS QUAD   -  SPROTT (1987)
 CN1687
 CN1687                         *CURRENT SURVEY CONTROL
 CN1687  ___________________________________________________________________
 CN1687* NAD 83(1986)-  32 41 23.     (N)    087 08 21.     (W)     SCALED    
 CN1687* NAVD 88     -       139.366  (meters)     457.24   (feet)  ADJUSTED  
 CN1687  ___________________________________________________________________
 CN1687  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CN1687  DYNAMIC HT  -         139.206 (meters)     456.71  (feet)  COMP
 CN1687  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 CN1687
 CN1687  VERT ORDER  -  SECOND    CLASS 0
 CN1687
 CN1687.The horizontal coordinates were scaled from a topographic map and have
 CN1687.an estimated accuracy of +/- 6 seconds.
 CN1687
 CN1687.The orthometric height was determined by differential leveling
 CN1687.and adjusted by the National Geodetic Survey in June 1991..
 CN1687
 CN1687.The geoid height was determined by GEOID03.
 CN1687
 CN1687.The dynamic height is computed by dividing the NAVD 88
 CN1687.geopotential number by the normal gravity value computed on the
 CN1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1687.degrees latitude (g = 980.6199 gals.).
 CN1687
 CN1687.The modeled gravity was interpolated from observed gravity values.
 CN1687
 CN1687;                    North         East    Units  Estimated Accuracy
 CN1687;SPC AL W     -   298,260.      633,840.      MT  (+/- 180 meters Scaled)
 CN1687
 CN1687                          SUPERSEDED SURVEY CONTROL
 CN1687
 CN1687  NGVD 29 (??/??/92)  139.328  (m)          457.11   (f) ADJ UNCH    2 0
 CN1687
 CN1687.Superseded values are not recommended for survey control.
 CN1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1687.See file dsdata.txt to determine how the superseded data were derived.
 CN1687
 CN1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB869168(NAD 83)
 CN1687_MARKER: DB = BENCH MARK DISK
 CN1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1687_STAMPING: A 325 1950
 CN1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1687+STABILITY: SURFACE MOTION
 CN1687
 CN1687  HISTORY     - Date     Condition        Report By
 CN1687  HISTORY     - 1950     MONUMENTED       CGS
 CN1687
 CN1687                          STATION DESCRIPTION
 CN1687
 CN1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1687'0.45 MI NE FROM OSBORN.
 CN1687'ABOUT 0.45 MILE NORTHEAST ALONG A GRAVEL ROAD FROM OSBORN STORE AT
 CN1687'OSBORN, ABOUT 0.55 MILE NORTHEAST OF THE JUNCTION OF THE
 CN1687'SPROTT-PERRYVILLE ROAD AT OSBORN, AT THE JUNCTION OF A ROAD LEADING
 CN1687'NORTH TO NEW OAK GROVE CHURCH, ABOUT 0.45 MILE SOUTHWEST OF THE OAK
 CN1687'GROVE JUNIOR HIGH SCHOOL NO. 26, ABOUT 0.1 MILE SOUTH OF THE NEW OAK
 CN1687'GROVE CHURCH, 30 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH TO
 CN1687'CHURCH, 41 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD NORTHEAST, 15
 CN1687'FEET NORTHWEST OF A TRAIL LEADING SOUTHWEST, 2 FEET SOUTH OF A WHITE
 CN1687'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN1687'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1682 ***********************************************************************
 BU1682  DESIGNATION -  A 326
 BU1682  PID         -  BU1682
 BU1682  STATE/COUNTY-  AL/WILCOX
 BU1682  USGS QUAD   -  LOWER PEACH TREE (1973)
 BU1682
 BU1682                         *CURRENT SURVEY CONTROL
 BU1682  ___________________________________________________________________
 BU1682* NAD 83(1986)-  31 51 13.     (N)    087 31 55.     (W)     SCALED    
 BU1682* NAVD 88     -        18.280  (meters)      59.97   (feet)  ADJUSTED  
 BU1682  ___________________________________________________________________
 BU1682  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BU1682  DYNAMIC HT  -          18.258 (meters)      59.90  (feet)  COMP
 BU1682  MODELED GRAV-     979,451.7   (mgal)                       NAVD 88
 BU1682
 BU1682  VERT ORDER  -  SECOND    CLASS 0
 BU1682
 BU1682.The horizontal coordinates were scaled from a topographic map and have
 BU1682.an estimated accuracy of +/- 6 seconds.
 BU1682
 BU1682.The orthometric height was determined by differential leveling
 BU1682.and adjusted by the National Geodetic Survey in June 1991..
 BU1682
 BU1682.The geoid height was determined by GEOID03.
 BU1682
 BU1682.The dynamic height is computed by dividing the NAVD 88
 BU1682.geopotential number by the normal gravity value computed on the
 BU1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1682.degrees latitude (g = 980.6199 gals.).
 BU1682
 BU1682.The modeled gravity was interpolated from observed gravity values.
 BU1682
 BU1682;                    North         East    Units  Estimated Accuracy
 BU1682;SPC AL W     -   205,490.      596,980.      MT  (+/- 180 meters Scaled)
 BU1682
 BU1682                          SUPERSEDED SURVEY CONTROL
 BU1682
 BU1682  NGVD 29 (??/??/92)   18.251  (m)           59.88   (f) ADJ UNCH    2 0
 BU1682
 BU1682.Superseded values are not recommended for survey control.
 BU1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1682.See file dsdata.txt to determine how the superseded data were derived.
 BU1682
 BU1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA496243(NAD 83)
 BU1682_MARKER: DB = BENCH MARK DISK
 BU1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1682_STAMPING: A 326 1950
 BU1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1682+STABILITY: SURFACE MOTION
 BU1682
 BU1682  HISTORY     - Date     Condition        Report By
 BU1682  HISTORY     - 1950     MONUMENTED       CGS
 BU1682
 BU1682                          STATION DESCRIPTION
 BU1682
 BU1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1682'5.45 MI SW FROM COY.
 BU1682'5.45 MILES SOUTHWEST ALONG A GRAVEL AND DIRT ROAD LEADING TO LOWER
 BU1682'PEACH TREE FERRY LANDING FROM THE POST OFFICE AT COY, AT THE ABANDONED
 BU1682'FERRY LANDING, ON THE EAST BANK OF THE ALABAMA RIVER, 165 FEET WEST OF
 BU1682'A POWER POLE, 53 1/2 FEET NORTH-NORTHWEST AND ACROSS FERRY ROAD FROM A
 BU1682'40-INCH TWIN OAK TREE, 28 1/2 FEET NORTH-NORTHWEST OF THE CENTER LINE
 BU1682'OF THE ROAD, 16 FEET NORTHEAST OF A TRIANGULAR BLAZED 24-INCH OAK
 BU1682'TREE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 BU1682'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BU1682'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1685 ***********************************************************************
 BU1685  DESIGNATION -  A 327
 BU1685  PID         -  BU1685
 BU1685  STATE/COUNTY-  AL/WILCOX
 BU1685  USGS QUAD   -  PINE HILL (1973)
 BU1685
 BU1685                         *CURRENT SURVEY CONTROL
 BU1685  ___________________________________________________________________
 BU1685* NAD 83(1986)-  31 57 00.     (N)    087 30 54.     (W)     SCALED    
 BU1685* NAVD 88     -        26.781  (meters)      87.86   (feet)  ADJUSTED  
 BU1685  ___________________________________________________________________
 BU1685  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BU1685  DYNAMIC HT  -          26.749 (meters)      87.76  (feet)  COMP
 BU1685  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 BU1685
 BU1685  VERT ORDER  -  SECOND    CLASS 0
 BU1685
 BU1685.The horizontal coordinates were scaled from a topographic map and have
 BU1685.an estimated accuracy of +/- 6 seconds.
 BU1685
 BU1685.The orthometric height was determined by differential leveling
 BU1685.and adjusted by the National Geodetic Survey in June 1991..
 BU1685
 BU1685.The geoid height was determined by GEOID03.
 BU1685
 BU1685.The dynamic height is computed by dividing the NAVD 88
 BU1685.geopotential number by the normal gravity value computed on the
 BU1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1685.degrees latitude (g = 980.6199 gals.).
 BU1685
 BU1685.The modeled gravity was interpolated from observed gravity values.
 BU1685
 BU1685;                    North         East    Units  Estimated Accuracy
 BU1685;SPC AL W     -   216,180.      598,580.      MT  (+/- 180 meters Scaled)
 BU1685
 BU1685                          SUPERSEDED SURVEY CONTROL
 BU1685
 BU1685  NGVD 29 (??/??/92)   26.744  (m)           87.74   (f) ADJ UNCH    2 0
 BU1685
 BU1685.Superseded values are not recommended for survey control.
 BU1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1685.See file dsdata.txt to determine how the superseded data were derived.
 BU1685
 BU1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA513350(NAD 83)
 BU1685_MARKER: DB = BENCH MARK DISK
 BU1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1685_STAMPING: A 327 1950
 BU1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1685+STABILITY: SURFACE MOTION
 BU1685
 BU1685  HISTORY     - Date     Condition        Report By
 BU1685  HISTORY     - 1950     MONUMENTED       CGS
 BU1685
 BU1685                          STATION DESCRIPTION
 BU1685
 BU1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1685'0.85 MI S FROM YELLOW BLUF.
 BU1685'0.85 MILE SOUTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILWAY FROM THE
 BU1685'STATION AT YELLOW BLUFF, AT A ROAD CROSSING, 47 FEET SOUTHWEST OF THE
 BU1685'CENTER OF THE CROSSING, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BU1685'44 FEET WEST-SOUTHWEST OF THE NEAR RAIL OF THE TRACK, 53 FEET NORTH OF
 BU1685'A TRIANGULAR BLAZED 18-INCH PINE TREE, 3 1/2 FEET NORTHEAST OF THE R/W
 BU1685'FENCE LINE, AT POLE NO. 781-9, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 BU1685'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 BU1685'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2271 ***********************************************************************
 CN2271  DESIGNATION -  A 328
 CN2271  PID         -  CN2271
 CN2271  STATE/COUNTY-  AL/WILCOX
 CN2271  USGS QUAD   -  FLATWOOD (1978)
 CN2271
 CN2271                         *CURRENT SURVEY CONTROL
 CN2271  ___________________________________________________________________
 CN2271* NAD 83(1986)-  32 09 29.     (N)    087 30 26.     (W)     SCALED    
 CN2271* NAVD 88     -        50.083  (meters)     164.31   (feet)  ADJUSTED  
 CN2271  ___________________________________________________________________
 CN2271  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CN2271  DYNAMIC HT  -          50.025 (meters)     164.12  (feet)  COMP
 CN2271  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 CN2271
 CN2271  VERT ORDER  -  SECOND    CLASS 0
 CN2271
 CN2271.The horizontal coordinates were scaled from a topographic map and have
 CN2271.an estimated accuracy of +/- 6 seconds.
 CN2271
 CN2271.The orthometric height was determined by differential leveling
 CN2271.and adjusted by the National Geodetic Survey in June 1991..
 CN2271.WARNING-Repeat measurements at this control monument indicate possible
 CN2271.vertical movement.
 CN2271
 CN2271.The geoid height was determined by GEOID03.
 CN2271
 CN2271.The dynamic height is computed by dividing the NAVD 88
 CN2271.geopotential number by the normal gravity value computed on the
 CN2271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2271.degrees latitude (g = 980.6199 gals.).
 CN2271
 CN2271.The modeled gravity was interpolated from observed gravity values.
 CN2271
 CN2271;                    North         East    Units  Estimated Accuracy
 CN2271;SPC AL W     -   239,250.      599,320.      MT  (+/- 180 meters Scaled)
 CN2271
 CN2271                          SUPERSEDED SURVEY CONTROL
 CN2271
 CN2271  NGVD 29 (??/??/92)   50.014  (m)          164.09   (f) ADJ UNCH    2 0
 CN2271
 CN2271.Superseded values are not recommended for survey control.
 CN2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2271.See file dsdata.txt to determine how the superseded data were derived.
 CN2271
 CN2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA521580(NAD 83)
 CN2271_MARKER: DB = BENCH MARK DISK
 CN2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2271_STAMPING: A 328 1950
 CN2271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2271+STABILITY: SURFACE MOTION
 CN2271
 CN2271  HISTORY     - Date     Condition        Report By
 CN2271  HISTORY     - 1950     MONUMENTED       CGS
 CN2271  HISTORY     - 1952     GOOD             NGS
 CN2271
 CN2271                          STATION DESCRIPTION
 CN2271
 CN2271'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2271'3.0 MI SW FROM CATHERINE.
 CN2271'3.0 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN2271'CATHERINE, WILCOX COUNTY, 0.9 MILE NORTHEAST OF THE STATION SIGN AT
 CN2271'FLATWOOD, 3 POLES SOUTHWEST OF MILEPOST 25, AT A ROAD CROSSING, 49.5
 CN2271'FEET WEST-NORTHWEST OF THE CENTER OF THE CROSSING, 40 FEET NORTHWEST
 CN2271'OF THE NORTHWEST RAIL, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE
 CN2271'ROAD, 56 FEET WEST ACROSS THE ROAD FROM POLE 6580, 51 FEET SOUTHEAST
 CN2271'OF A LONE 28-INCH PINE TREE IN A FENCE LINE LEADING NORTHWEST, 5 FEET
 CN2271'SOUTH OF A FENCE CORNER, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS
 CN2271'POST, AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 CN2271'STAMPED A 328 1950 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN2271'INCHES ABOVE GROUND.
 CN2271
 CN2271                          STATION RECOVERY (1952)
 CN2271
 CN2271'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CN2271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1255 ***********************************************************************
 BU1255  DESIGNATION -  A 329
 BU1255  PID         -  BU1255
 BU1255  STATE/COUNTY-  AL/WILCOX
 BU1255  USGS QUAD   -  COY (1973)
 BU1255
 BU1255                         *CURRENT SURVEY CONTROL
 BU1255  ___________________________________________________________________
 BU1255* NAD 83(1986)-  31 54 04.     (N)    087 23 53.     (W)     SCALED    
 BU1255* NAVD 88     -        60.773  (meters)     199.39   (feet)  ADJUSTED  
 BU1255  ___________________________________________________________________
 BU1255  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU1255  DYNAMIC HT  -          60.701 (meters)     199.15  (feet)  COMP
 BU1255  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 BU1255
 BU1255  VERT ORDER  -  SECOND    CLASS 0
 BU1255
 BU1255.The horizontal coordinates were scaled from a topographic map and have
 BU1255.an estimated accuracy of +/- 6 seconds.
 BU1255
 BU1255.The orthometric height was determined by differential leveling
 BU1255.and adjusted by the National Geodetic Survey in June 1991..
 BU1255
 BU1255.The geoid height was determined by GEOID03.
 BU1255
 BU1255.The dynamic height is computed by dividing the NAVD 88
 BU1255.geopotential number by the normal gravity value computed on the
 BU1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1255.degrees latitude (g = 980.6199 gals.).
 BU1255
 BU1255.The modeled gravity was interpolated from observed gravity values.
 BU1255
 BU1255;                    North         East    Units  Estimated Accuracy
 BU1255;SPC AL W     -   210,760.      609,640.      MT  (+/- 180 meters Scaled)
 BU1255
 BU1255                          SUPERSEDED SURVEY CONTROL
 BU1255
 BU1255  NGVD 29 (??/??/92)   60.738  (m)          199.27   (f) ADJ UNCH    2 0
 BU1255
 BU1255.Superseded values are not recommended for survey control.
 BU1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1255.See file dsdata.txt to determine how the superseded data were derived.
 BU1255
 BU1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA623295(NAD 83)
 BU1255_MARKER: DB = BENCH MARK DISK
 BU1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1255_STAMPING: A 329 1950
 BU1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1255+STABILITY: SURFACE MOTION
 BU1255
 BU1255  HISTORY     - Date     Condition        Report By
 BU1255  HISTORY     - 1950     MONUMENTED       CGS
 BU1255  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1255
 BU1255                          STATION DESCRIPTION
 BU1255
 BU1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1255'7.15 MI NE FROM HYBART.
 BU1255'ABOUT 5.25 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 BU1255'AT HYBART, THENCE ABOUT 1.9 MILES WEST ALONG A GRAVEL ROAD, AT BREAK
 BU1255'IN GRADE DECENDING EAST AND ON THE OUTSIE OF A CURVE IN THE ROAD WITH
 BU1255'TANGENTS EXTENDING WEST-NORTHWEST AND EAST-NORTHEAST, 152 FEET WEST OF
 BU1255'A FENCE CORNER, 33 FEET SOUTHEAST OF THE CENTER OF A FARM GATE IN
 BU1255'FENCE LINE, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 9 FEET
 BU1255'NORTHWEST OF A 5-INCH SLASH BLAZED PINE TREE, 18 FEET NORTHEAST OF THE
 BU1255'CENTER LINE OF A DIM FARM ROAD SOUTHEAST, 1 1/2 FEET NORTHWEST OF A
 BU1255'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE
 BU1255'TOP OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- MARK MAY BE REACHED
 BU1255'FROM THE POST OFFICE AT COY BY GOING ABOUT 3.85 MILES NORTHEAST AND
 BU1255'EAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.95 MILE NORTHEAST ALONG A
 BU1255'GRAVEL ROAD LEADING TO DRY FORKS.
 BU1255
 BU1255                          STATION RECOVERY (1972)
 BU1255
 BU1255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1267 ***********************************************************************
 CM1267  DESIGNATION -  A 33
 CM1267  PID         -  CM1267
 CM1267  STATE/COUNTY-  AL/TALLAPOOSA
 CM1267  USGS QUAD   -  PONDERS (1971)
 CM1267
 CM1267                         *CURRENT SURVEY CONTROL
 CM1267  ___________________________________________________________________
 CM1267* NAD 83(1986)-  32 42 55.     (N)    085 47 06.     (W)     SCALED    
 CM1267* NAVD 88     -       191.917  (meters)     629.65   (feet)  ADJUSTED  
 CM1267  ___________________________________________________________________
 CM1267  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CM1267  DYNAMIC HT  -         191.693 (meters)     628.91  (feet)  COMP
 CM1267  MODELED GRAV-     979,466.9   (mgal)                       NAVD 88
 CM1267
 CM1267  VERT ORDER  -  SECOND    CLASS 0
 CM1267
 CM1267.The horizontal coordinates were scaled from a topographic map and have
 CM1267.an estimated accuracy of +/- 6 seconds.
 CM1267
 CM1267.The orthometric height was determined by differential leveling
 CM1267.and adjusted by the National Geodetic Survey in June 1991..
 CM1267
 CM1267.The geoid height was determined by GEOID03.
 CM1267
 CM1267.The dynamic height is computed by dividing the NAVD 88
 CM1267.geopotential number by the normal gravity value computed on the
 CM1267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1267.degrees latitude (g = 980.6199 gals.).
 CM1267
 CM1267.The modeled gravity was interpolated from observed gravity values.
 CM1267
 CM1267;                    North         East    Units  Estimated Accuracy
 CM1267;SPC AL E     -   245,620.      204,530.      MT  (+/- 180 meters Scaled)
 CM1267
 CM1267                          SUPERSEDED SURVEY CONTROL
 CM1267
 CM1267  NGVD 29 (??/??/92)  191.902  (m)          629.60   (f) ADJ UNCH    2 0
 CM1267
 CM1267.Superseded values are not recommended for survey control.
 CM1267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1267.See file dsdata.txt to determine how the superseded data were derived.
 CM1267
 CM1267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB138203(NAD 83)
 CM1267_MARKER: DB = BENCH MARK DISK
 CM1267_SETTING: 0 = UNSPECIFIED SETTING
 CM1267_STAMPING: A 33 1934
 CM1267_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1267_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CM1267+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 CM1267
 CM1267  HISTORY     - Date     Condition        Report By
 CM1267  HISTORY     - 1934     MONUMENTED       CGS
 CM1267  HISTORY     - 1971     GOOD             NGS
 CM1267  HISTORY     - 20040412 GOOD             ALHD
 CM1267
 CM1267                          STATION DESCRIPTION
 CM1267
 CM1267'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1267'9 MI S FROM DADEVILLE.
 CM1267'ALONG STATE HIGHWAY NO. 49, 35 FEET SOUTH OF CONCRETE RIGHT OF WAY
 CM1267'MARKER NO. 785 PLUS 64.6-- 785 PLUS 51.2. 15 FEET NORTH OF
 CM1267'SOUTHWEST CORNER OF PASTURE FENCE.  38 FEET EAST OF CENTER LINE OF
 CM1267'HIGHWAY.  2 FEET EAST OF RIGHT OF WAY FENCE.  ON NORTH SLOPE OF
 CM1267'HILL.
 CM1267
 CM1267                          STATION RECOVERY (1971)
 CM1267
 CM1267'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CM1267'RECOVERED IN GOOD CONDITION.
 CM1267
 CM1267                          STATION RECOVERY (2004)
 CM1267
 CM1267'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CM1267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1245 ***********************************************************************
 BU1245  DESIGNATION -  A 330
 BU1245  PID         -  BU1245
 BU1245  STATE/COUNTY-  AL/MONROE
 BU1245  USGS QUAD   -  HYBART (1973)
 BU1245
 BU1245                         *CURRENT SURVEY CONTROL
 BU1245  ___________________________________________________________________
 BU1245* NAD 83(1986)-  31 49 32.     (N)    087 23 13.     (W)     SCALED    
 BU1245* NAVD 88     -        21.102  (meters)      69.23   (feet)  ADJUSTED  
 BU1245  ___________________________________________________________________
 BU1245  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU1245  DYNAMIC HT  -          21.077 (meters)      69.15  (feet)  COMP
 BU1245  MODELED GRAV-     979,451.5   (mgal)                       NAVD 88
 BU1245
 BU1245  VERT ORDER  -  SECOND    CLASS 0
 BU1245
 BU1245.The horizontal coordinates were scaled from a topographic map and have
 BU1245.an estimated accuracy of +/- 6 seconds.
 BU1245
 BU1245.The orthometric height was determined by differential leveling
 BU1245.and adjusted by the National Geodetic Survey in June 1991..
 BU1245
 BU1245.The geoid height was determined by GEOID03.
 BU1245
 BU1245.The dynamic height is computed by dividing the NAVD 88
 BU1245.geopotential number by the normal gravity value computed on the
 BU1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1245.degrees latitude (g = 980.6199 gals.).
 BU1245
 BU1245.The modeled gravity was interpolated from observed gravity values.
 BU1245
 BU1245;                    North         East    Units  Estimated Accuracy
 BU1245;SPC AL W     -   202,390.      610,700.      MT  (+/- 180 meters Scaled)
 BU1245
 BU1245                          SUPERSEDED SURVEY CONTROL
 BU1245
 BU1245  NGVD 29 (??/??/92)   21.069  (m)           69.12   (f) ADJ UNCH    2 0
 BU1245
 BU1245.Superseded values are not recommended for survey control.
 BU1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1245.See file dsdata.txt to determine how the superseded data were derived.
 BU1245
 BU1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA633211(NAD 83)
 BU1245_MARKER: DB = BENCH MARK DISK
 BU1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1245_STAMPING: A 330 1950
 BU1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1245+STABILITY: SURFACE MOTION
 BU1245
 BU1245  HISTORY     - Date     Condition        Report By
 BU1245  HISTORY     - 1950     MONUMENTED       CGS
 BU1245  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1245
 BU1245                          STATION DESCRIPTION
 BU1245
 BU1245'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1245'0.5 MI W FROM HYBART.
 BU1245'ABOUT 0.5 MILE WEST ALONG A DIRT ROAD FROM THE ST. LOUIS AND SAN
 BU1245'FRANCISCO RAILWAY STATION AT HYBART, ABOUT 0.4 MILE EAST OF A 20-FOOT
 BU1245'WOODEN BRIDGE, ABOUT 0.25 MILE WEST OF THE INTERSECTION OF STATE
 BU1245'HIGHWAY 11, AT A TENANT HOUSE  SOUTH OF ROAD, 148 FEET SOUTHWEST AND
 BU1245'ACROSS THE ROAD FROM A LONE 36-INCH PINE TREE IN A FENCE CORNER, 116
 BU1245'FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE, 37 FEET
 BU1245'SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 6.8 EAST OF A POWER
 BU1245'POLE WITH TRANSFORMER, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 BU1245'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU1245'PROJECTING 5 INCHES.
 BU1245
 BU1245                          STATION RECOVERY (1972)
 BU1245
 BU1245'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1245'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1748 ***********************************************************************
 CN1748  DESIGNATION -  A 331
 CN1748  PID         -  CN1748
 CN1748  STATE/COUNTY-  AL/PERRY
 CN1748  USGS QUAD   -  OAKMULGEE (1983)
 CN1748
 CN1748                         *CURRENT SURVEY CONTROL
 CN1748  ___________________________________________________________________
 CN1748* NAD 83(1986)-  32 46 29.     (N)    087 02 27.     (W)     SCALED    
 CN1748* NAVD 88     -        94.616  (meters)     310.42   (feet)  ADJUSTED  
 CN1748  ___________________________________________________________________
 CN1748  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CN1748  DYNAMIC HT  -          94.507 (meters)     310.06  (feet)  COMP
 CN1748  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 CN1748
 CN1748  VERT ORDER  -  SECOND    CLASS 0
 CN1748
 CN1748.The horizontal coordinates were scaled from a topographic map and have
 CN1748.an estimated accuracy of +/- 6 seconds.
 CN1748
 CN1748.The orthometric height was determined by differential leveling
 CN1748.and adjusted by the National Geodetic Survey in June 1991..
 CN1748
 CN1748.The geoid height was determined by GEOID03.
 CN1748
 CN1748.The dynamic height is computed by dividing the NAVD 88
 CN1748.geopotential number by the normal gravity value computed on the
 CN1748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1748.degrees latitude (g = 980.6199 gals.).
 CN1748
 CN1748.The modeled gravity was interpolated from observed gravity values.
 CN1748
 CN1748;                    North         East    Units  Estimated Accuracy
 CN1748;SPC AL W     -   307,720.      643,020.      MT  (+/- 180 meters Scaled)
 CN1748
 CN1748                          SUPERSEDED SURVEY CONTROL
 CN1748
 CN1748  NGVD 29 (??/??/92)   94.585  (m)          310.32   (f) ADJ UNCH    2 0
 CN1748
 CN1748.Superseded values are not recommended for survey control.
 CN1748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1748.See file dsdata.txt to determine how the superseded data were derived.
 CN1748
 CN1748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB961263(NAD 83)
 CN1748_MARKER: DB = BENCH MARK DISK
 CN1748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1748_STAMPING: A 331 1950
 CN1748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1748+STABILITY: SURFACE MOTION
 CN1748
 CN1748  HISTORY     - Date     Condition        Report By
 CN1748  HISTORY     - 1950     MONUMENTED       CGS
 CN1748
 CN1748                          STATION DESCRIPTION
 CN1748
 CN1748'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1748'19.05 MI SE FROM CENTREVILLE.
 CN1748'ABOUT 6.8 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 CN1748'FROM THE STATION AT CENTREVILLE, THENCE ABOUT 12.25 MILES SOUTH ALONG
 CN1748'GRAVEL ROADS, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD
 CN1748'EAST, 38 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE
 CN1748'OVER WILLIAMS CREEK, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 16
 CN1748'FEET NORTH OF A 20-INCH OAK TREE IN A FENCE LINE, 4 FEET EAST OF THE
 CN1748'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CN1748'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CN1748'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1749 ***********************************************************************
 CN1749  DESIGNATION -  A 331 RESET
 CN1749  PID         -  CN1749
 CN1749  STATE/COUNTY-  AL/PERRY
 CN1749  USGS QUAD   -  OAKMULGEE (1983)
 CN1749
 CN1749                         *CURRENT SURVEY CONTROL
 CN1749  ___________________________________________________________________
 CN1749* NAD 83(1986)-  32 46 29.     (N)    087 02 27.     (W)     SCALED    
 CN1749* NAVD 88     -        94.50   (meters)     310.0    (feet)  RESET     
 CN1749  ___________________________________________________________________
 CN1749  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CN1749
 CN1749  VERT ORDER  -  THIRD
 CN1749
 CN1749.The horizontal coordinates were scaled from a topographic map and have
 CN1749.an estimated accuracy of +/- 6 seconds.
 CN1749
 CN1749.The orthometric height was computed from unverified reset data.
 CN1749
 CN1749.The geoid height was determined by GEOID03.
 CN1749
 CN1749;                    North         East    Units  Estimated Accuracy
 CN1749;SPC AL W     -   307,720.      643,020.      MT  (+/- 180 meters Scaled)
 CN1749
 CN1749                          SUPERSEDED SURVEY CONTROL
 CN1749
 CN1749  NGVD 29 (11/20/03)   94.47   (m)          309.9    (f) RESET       3  
 CN1749
 CN1749.Superseded values are not recommended for survey control.
 CN1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1749.See file dsdata.txt to determine how the superseded data were derived.
 CN1749
 CN1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB961263(NAD 83)
 CN1749_MARKER: DB = BENCH MARK DISK
 CN1749_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CN1749+WITH SETTING: INTO GROUND
 CN1749_STAMPING: A 331 RESET 1976
 CN1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1749+STABILITY: SURFACE MOTION
 CN1749
 CN1749  HISTORY     - Date     Condition        Report By
 CN1749  HISTORY     - 1976     MONUMENTED       LOCENG
 CN1749
 CN1749                          STATION DESCRIPTION
 CN1749
 CN1749'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1976
 CN1749'6.8 MI SE FROM CENTERVILLE.
 CN1749'ABOUT 6.8 MILES SOUTHEAST OF GULF MOBILE AND OHIO RAILROAD STATION AT
 CN1749'CENTERVILLE THENCE ABOUT 12.25 MILES SOUTH ALONG GRAVEL ROAD ABOUT 0.1
 CN1749'MILE NORTH OF JUNCTION OF GRAVEL ROAD EAST, LOCATED 29 FEET WEST OF
 CN1749'THE OLD BENCH MARK A 331 1950 IN 15 INCH CONCRETE PIPE FILLED WITH
 CN1749'CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1693 ***********************************************************************
 CN1693  DESIGNATION -  A 332
 CN1693  PID         -  CN1693
 CN1693  STATE/COUNTY-  AL/PERRY
 CN1693  USGS QUAD   -  BUCK CREEK (1987)
 CN1693
 CN1693                         *CURRENT SURVEY CONTROL
 CN1693  ___________________________________________________________________
 CN1693* NAD 83(1986)-  32 44 26.     (N)    087 07 06.     (W)     SCALED    
 CN1693* NAVD 88     -        90.510  (meters)     296.95   (feet)  ADJUSTED  
 CN1693  ___________________________________________________________________
 CN1693  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CN1693  DYNAMIC HT  -          90.405 (meters)     296.60  (feet)  COMP
 CN1693  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 CN1693
 CN1693  VERT ORDER  -  SECOND    CLASS 0
 CN1693
 CN1693.The horizontal coordinates were scaled from a topographic map and have
 CN1693.an estimated accuracy of +/- 6 seconds.
 CN1693
 CN1693.The orthometric height was determined by differential leveling
 CN1693.and adjusted by the National Geodetic Survey in June 1991..
 CN1693
 CN1693.The geoid height was determined by GEOID03.
 CN1693
 CN1693.The dynamic height is computed by dividing the NAVD 88
 CN1693.geopotential number by the normal gravity value computed on the
 CN1693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1693.degrees latitude (g = 980.6199 gals.).
 CN1693
 CN1693.The modeled gravity was interpolated from observed gravity values.
 CN1693
 CN1693;                    North         East    Units  Estimated Accuracy
 CN1693;SPC AL W     -   303,910.      635,770.      MT  (+/- 180 meters Scaled)
 CN1693
 CN1693                          SUPERSEDED SURVEY CONTROL
 CN1693
 CN1693  NGVD 29 (??/??/92)   90.477  (m)          296.84   (f) ADJ UNCH    2 0
 CN1693
 CN1693.Superseded values are not recommended for survey control.
 CN1693.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1693.See file dsdata.txt to determine how the superseded data were derived.
 CN1693
 CN1693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB889225(NAD 83)
 CN1693_MARKER: DB = BENCH MARK DISK
 CN1693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1693_STAMPING: A 332 1950
 CN1693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1693+STABILITY: SURFACE MOTION
 CN1693
 CN1693  HISTORY     - Date     Condition        Report By
 CN1693  HISTORY     - 1950     MONUMENTED       CGS
 CN1693
 CN1693                          STATION DESCRIPTION
 CN1693
 CN1693'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1693'16.55 MI S FROM CENTREVILLE.
 CN1693'ABOUT 3.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 CN1693'CENTREVILLE, THENCE ABOUT 11.05 MILES SOUTHEAST AND SOUTH TO CAFFEE
 CN1693'BRICK SCHOOL AND JUNCTION OF SPROTT-MAPLESVILLE ROAD, THENCE ABOUT
 CN1693'0.55 MILE SOUTHWEST ALONG THE SPROTT-MAPLESVILLE ROAD, THENCE ABOUT
 CN1693'1.05 MILES SOUTH ALONG A GRAVEL ROAD, 69 FEET NORTHEAST OF THE TOP OF
 CN1693'A CURVED GRADE, 18 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 135
 CN1693'FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 72.5 FEET
 CN1693'SOUTH-SOUTHWEST OF A POWER POLE, 2 FEET NORTH OF A WHITE WOODEN
 CN1693'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN1693'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM
 CN1693'SPROTT BY GOING ABOUT 8.95 MILES NORTHEAST ALONG THE
 CN1693'SPROTT-MAPLESVILLE ROAD FROM THE POST OFFICE, THENCE ABOUT 1.05 MILES
 CN1693'SOUTH ALONG A GRAVEL ROAD.  NOTE 2-- MARK MAY BE REACHED FROM OSBORN
 CN1693'STORE AT OSBORN BY GOING ABOUT 2.6 MILES NORTHEAST AND EAST ALONG A
 CN1693'GRAVEL ROAD, THENCE ABOUT 3.65 MILES NORTH ALONG A GRAVEL ROAD.  NOTE
 CN1693'3-- MARK MAY BE REACHED FROM MT. GILEAD SCHOOL BY GOING ABOUT 0.2 MILE
 CN1693'EAST AND ABOUT 1.05 MILES SOUTH ALONG GRAVEL ROADS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1709 ***********************************************************************
 CN1709  DESIGNATION -  A 333
 CN1709  PID         -  CN1709
 CN1709  STATE/COUNTY-  AL/BIBB
 CN1709  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN1709
 CN1709                         *CURRENT SURVEY CONTROL
 CN1709  ___________________________________________________________________
 CN1709* NAD 83(1986)-  32 55 17.     (N)    087 08 03.     (W)     SCALED    
 CN1709* NAVD 88     -        63.692  (meters)     208.96   (feet)  ADJUSTED  
 CN1709  ___________________________________________________________________
 CN1709  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CN1709  DYNAMIC HT  -          63.621 (meters)     208.73  (feet)  COMP
 CN1709  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 CN1709
 CN1709  VERT ORDER  -  SECOND    CLASS 0
 CN1709
 CN1709.The horizontal coordinates were scaled from a topographic map and have
 CN1709.an estimated accuracy of +/- 6 seconds.
 CN1709
 CN1709.The orthometric height was determined by differential leveling
 CN1709.and adjusted by the National Geodetic Survey in June 1991..
 CN1709
 CN1709.The geoid height was determined by GEOID03.
 CN1709
 CN1709.The dynamic height is computed by dividing the NAVD 88
 CN1709.geopotential number by the normal gravity value computed on the
 CN1709.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1709.degrees latitude (g = 980.6199 gals.).
 CN1709
 CN1709.The modeled gravity was interpolated from observed gravity values.
 CN1709
 CN1709;                    North         East    Units  Estimated Accuracy
 CN1709;SPC AL W     -   323,950.      634,220.      MT  (+/- 180 meters Scaled)
 CN1709
 CN1709                          SUPERSEDED SURVEY CONTROL
 CN1709
 CN1709  NGVD 29 (??/??/92)   63.672  (m)          208.90   (f) ADJ UNCH    2 0
 CN1709
 CN1709.Superseded values are not recommended for survey control.
 CN1709.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1709.See file dsdata.txt to determine how the superseded data were derived.
 CN1709
 CN1709_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB874425(NAD 83)
 CN1709_MARKER: DB = BENCH MARK DISK
 CN1709_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1709_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1709_STAMPING: A 333 1950
 CN1709_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1709+STABILITY: SURFACE MOTION
 CN1709
 CN1709  HISTORY     - Date     Condition        Report By
 CN1709  HISTORY     - 1950     MONUMENTED       CGS
 CN1709
 CN1709                          STATION DESCRIPTION
 CN1709
 CN1709'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1709'1.65 MI S FROM CENTREVILLE.
 CN1709'ABOUT 1.65 MILES SOUTH ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 CN1709'CENTREVILLE, ABOUT 1.2 MILES SOUTH OF THE ROAD OVERPASS OVER THE GULF,
 CN1709'MOBILE AND OHIO RAILROAD, AT THE OUTSIDE OF A SHARP TURN IN ROAD WITH
 CN1709'TANGENTS EXTENDING NORTH AND EAST, ABOUT 80 YARDS WEST OF THE WEST END
 CN1709'OF A BRIDGE OVER SANDY CREEK, 28 FEET SOUTHWEST OF THE CENTER LINE OF
 CN1709'THE ROAD, 53 FEET SOUTHEAST OF A POWER POLE, 55 FEET NORTHWEST OF A
 CN1709'POWER POLE, 1 FOOT SOUTHWEST OF A WIRE FENCE, 2 FEET SOUTHEAST OF A
 CN1709'WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW THE ROAD AND SET IN THE
 CN1709'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1680 ***********************************************************************
 CN1680  DESIGNATION -  A 334
 CN1680  PID         -  CN1680
 CN1680  STATE/COUNTY-  AL/PERRY
 CN1680  USGS QUAD   -  HARRISBURG (1983)
 CN1680
 CN1680                         *CURRENT SURVEY CONTROL
 CN1680  ___________________________________________________________________
 CN1680* NAD 83(1986)-  32 46 40.     (N)    087 13 22.     (W)     SCALED    
 CN1680* NAVD 88     -        65.210  (meters)     213.94   (feet)  ADJUSTED  
 CN1680  ___________________________________________________________________
 CN1680  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CN1680  DYNAMIC HT  -          65.136 (meters)     213.70  (feet)  COMP
 CN1680  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CN1680
 CN1680  VERT ORDER  -  SECOND    CLASS 0
 CN1680
 CN1680.The horizontal coordinates were scaled from a topographic map and have
 CN1680.an estimated accuracy of +/- 6 seconds.
 CN1680
 CN1680.The orthometric height was determined by differential leveling
 CN1680.and adjusted by the National Geodetic Survey in June 1991..
 CN1680
 CN1680.The geoid height was determined by GEOID03.
 CN1680
 CN1680.The dynamic height is computed by dividing the NAVD 88
 CN1680.geopotential number by the normal gravity value computed on the
 CN1680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1680.degrees latitude (g = 980.6199 gals.).
 CN1680
 CN1680.The modeled gravity was interpolated from observed gravity values.
 CN1680
 CN1680;                    North         East    Units  Estimated Accuracy
 CN1680;SPC AL W     -   308,000.      625,970.      MT  (+/- 180 meters Scaled)
 CN1680
 CN1680                          SUPERSEDED SURVEY CONTROL
 CN1680
 CN1680  NGVD 29 (??/??/92)   65.182  (m)          213.85   (f) ADJ UNCH    2 0
 CN1680
 CN1680.Superseded values are not recommended for survey control.
 CN1680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1680.See file dsdata.txt to determine how the superseded data were derived.
 CN1680
 CN1680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB791266(NAD 83)
 CN1680_MARKER: DB = BENCH MARK DISK
 CN1680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1680_STAMPING: A 334 1950
 CN1680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1680+STABILITY: SURFACE MOTION
 CN1680
 CN1680  HISTORY     - Date     Condition        Report By
 CN1680  HISTORY     - 1950     MONUMENTED       CGS
 CN1680
 CN1680                          STATION DESCRIPTION
 CN1680
 CN1680'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1680'4.1 MI E FROM HEIBERGER.
 CN1680'ABOUT 3.55 MILES NORTHEAST ALONG GRAVEL ROADS FROM THE INTERSECTION OF
 CN1680'STATE HIGHWAY 5 AT HEIBERGER CHURCH, THENCE ABOUT 0.55 MILE SOUTHEAST
 CN1680'ALONG A GRAVEL ROAD, ABOUT 0.55 MILE SOUTHEAST OF PAYNES CHAPEL, AT
 CN1680'THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS NORTHWEST AND EAST,
 CN1680'39 FEET SOUTH OF THE CENTER   ER LINE OF THE ROAD, 54 FEET NORTHEAST
 CN1680'OF THE CENTER OF A GAS PIPE LINE WHICH CROSSES ROAD, 122.8 FEET
 CN1680'EAST-SOUTHEAST AND ACROSS THE ROAD FROM THE EAST CONCRETE POST MARKING
 CN1680'GAS LINE ROUTE, 134 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN
 CN1680'BRIDGE OVER A SMALL CREEK, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 CN1680'2 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1680'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1847 ***********************************************************************
 CN1847  DESIGNATION -  A 335
 CN1847  PID         -  CN1847
 CN1847  STATE/COUNTY-  AL/DALLAS
 CN1847  USGS QUAD   -  BROWNS (1968)
 CN1847
 CN1847                         *CURRENT SURVEY CONTROL
 CN1847  ___________________________________________________________________
 CN1847* NAD 83(1986)-  32 26 12.     (N)    087 21 58.     (W)     SCALED    
 CN1847* NAVD 88     -        53.905  (meters)     176.85   (feet)  ADJUSTED  
 CN1847  ___________________________________________________________________
 CN1847  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN1847  DYNAMIC HT  -          53.843 (meters)     176.65  (feet)  COMP
 CN1847  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 CN1847
 CN1847  VERT ORDER  -  FIRST     CLASS I
 CN1847
 CN1847.The horizontal coordinates were scaled from a topographic map and have
 CN1847.an estimated accuracy of +/- 6 seconds.
 CN1847
 CN1847.The orthometric height was determined by differential leveling
 CN1847.and adjusted by the National Geodetic Survey in June 1991..
 CN1847
 CN1847.The geoid height was determined by GEOID03.
 CN1847
 CN1847.The dynamic height is computed by dividing the NAVD 88
 CN1847.geopotential number by the normal gravity value computed on the
 CN1847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1847.degrees latitude (g = 980.6199 gals.).
 CN1847
 CN1847.The modeled gravity was interpolated from observed gravity values.
 CN1847
 CN1847;                    North         East    Units  Estimated Accuracy
 CN1847;SPC AL W     -   270,150.      612,590.      MT  (+/- 180 meters Scaled)
 CN1847
 CN1847                          SUPERSEDED SURVEY CONTROL
 CN1847
 CN1847  NGVD 29 (??/??/??)   53.890  (m)          176.80   (f) ADJUSTED    1 1
 CN1847
 CN1847.Superseded values are not recommended for survey control.
 CN1847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1847.See file dsdata.txt to determine how the superseded data were derived.
 CN1847
 CN1847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA655888(NAD 83)
 CN1847_MARKER: DD = SURVEY DISK
 CN1847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1847_STAMPING: A 335 1950
 CN1847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1847+STABILITY: SURFACE MOTION
 CN1847
 CN1847  HISTORY     - Date     Condition        Report By
 CN1847  HISTORY     - 1950     MONUMENTED       ALGS
 CN1847  HISTORY     - 1968     GOOD             NGS
 CN1847
 CN1847                          STATION DESCRIPTION
 CN1847
 CN1847'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN1847'0.15 MI S FROM BROWNS.
 CN1847'0.15 MILE SOUTH ALONG COUNTY ROAD 23 FROM THE POST OFFICE AT BROWNS,
 CN1847'IN SECTION 22, T 17 N, R 7 E, 30 FEET SOUTHWEST OF THE CENTER OF A
 CN1847'CROSSING OF THE ROAD AND THE TRACK OF THE SOUTHERN RAILWAY SYSTEM,
 CN1847'0.15 MILE WEST OF MILEPOST 214, 20 FEET WEST OF THE CENTERLINE OF THE
 CN1847'ROAD, 21 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 48.9 FEET
 CN1847'EAST OF BENCH MARK C 111, 1.0 FOOT NORTH OF A METAL WITNESS POST,
 CN1847'ABOUT LEVEL WITH THE TRACK, AN ALABAMA GEODETIC SURVEY DISK SET IN THE
 CN1847'TOP OF A CONCRETE POST ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2180 ***********************************************************************
 CN2180  DESIGNATION -  A 336
 CN2180  PID         -  CN2180
 CN2180  STATE/COUNTY-  AL/WILCOX
 CN2180  USGS QUAD   -  TILDEN (1987)
 CN2180
 CN2180                         *CURRENT SURVEY CONTROL
 CN2180  ___________________________________________________________________
 CN2180* NAD 83(1986)-  32 01 41.     (N)    087 13 24.     (W)     SCALED    
 CN2180* NAVD 88     -        79.334  (meters)     260.28   (feet)  ADJUSTED  
 CN2180  ___________________________________________________________________
 CN2180  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CN2180  DYNAMIC HT  -          79.242 (meters)     259.98  (feet)  COMP
 CN2180  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CN2180
 CN2180  VERT ORDER  -  SECOND    CLASS 0
 CN2180
 CN2180.The horizontal coordinates were scaled from a topographic map and have
 CN2180.an estimated accuracy of +/- 6 seconds.
 CN2180
 CN2180.The orthometric height was determined by differential leveling
 CN2180.and adjusted by the National Geodetic Survey in June 1991..
 CN2180
 CN2180.The geoid height was determined by GEOID03.
 CN2180
 CN2180.The dynamic height is computed by dividing the NAVD 88
 CN2180.geopotential number by the normal gravity value computed on the
 CN2180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2180.degrees latitude (g = 980.6199 gals.).
 CN2180
 CN2180.The modeled gravity was interpolated from observed gravity values.
 CN2180
 CN2180;                    North         East    Units  Estimated Accuracy
 CN2180;SPC AL W     -   224,870.      626,130.      MT  (+/- 180 meters Scaled)
 CN2180
 CN2180                          SUPERSEDED SURVEY CONTROL
 CN2180
 CN2180  NGVD 29 (??/??/92)   79.30   (m)          260.2    (f) COMPUTED    2 0
 CN2180
 CN2180.Superseded values are not recommended for survey control.
 CN2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2180.See file dsdata.txt to determine how the superseded data were derived.
 CN2180
 CN2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA789435(NAD 83)
 CN2180_MARKER: DB = BENCH MARK DISK
 CN2180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2180_STAMPING: A 336 1950
 CN2180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2180+STABILITY: SURFACE MOTION
 CN2180
 CN2180  HISTORY     - Date     Condition        Report By
 CN2180  HISTORY     - 1950     MONUMENTED       CGS
 CN2180
 CN2180                          STATION DESCRIPTION
 CN2180
 CN2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2180'4.8 MI NE FROM CAMDEN.
 CN2180'ABOUT 4.8 MILES NORTHEAST ALONG STATE HIGHWAY 43 FROM THE COURTHOUSE
 CN2180'IN CAMDEN, 0.3 MILE NORTHEAST OF THE JUNCTION OF A ROAD LEADING EAST,
 CN2180'1.15 MILES SOUTHWEST OF UNION BAPTIST CHURCH AND SCHOOL, 47 FEET
 CN2180'SOUTHWEST OF THE WEST CORNER OF A HOUSE WITH IMMITATION BRICK SIDING
 CN2180'WHICH IS THE SECOND HOUSE SOUTHWEST OF ROY FELPS STORE, 64 FEET
 CN2180'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF A FENCE
 CN2180'CORNER, 2 FEET NORTH OF AN EAST-WEST FENCE LINE, 2 FEET EAST OF A
 CN2180'WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 CN2180'AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1712 ***********************************************************************
 BU1712  DESIGNATION -  A 338
 BU1712  PID         -  BU1712
 BU1712  STATE/COUNTY-  AL/CLARKE
 BU1712  USGS QUAD   -  LOWER PEACH TREE (1973)
 BU1712
 BU1712                         *CURRENT SURVEY CONTROL
 BU1712  ___________________________________________________________________
 BU1712* NAD 83(1986)-  31 48 03.     (N)    087 37 17.     (W)     SCALED    
 BU1712* NAVD 88     -       162.321  (meters)     532.55   (feet)  ADJUSTED  
 BU1712  ___________________________________________________________________
 BU1712  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BU1712  DYNAMIC HT  -         162.125 (meters)     531.91  (feet)  COMP
 BU1712  MODELED GRAV-     979,433.8   (mgal)                       NAVD 88
 BU1712
 BU1712  VERT ORDER  -  SECOND    CLASS 0
 BU1712
 BU1712.The horizontal coordinates were scaled from a topographic map and have
 BU1712.an estimated accuracy of +/- 6 seconds.
 BU1712
 BU1712.The orthometric height was determined by differential leveling
 BU1712.and adjusted by the National Geodetic Survey in June 1991..
 BU1712
 BU1712.The geoid height was determined by GEOID03.
 BU1712
 BU1712.The dynamic height is computed by dividing the NAVD 88
 BU1712.geopotential number by the normal gravity value computed on the
 BU1712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1712.degrees latitude (g = 980.6199 gals.).
 BU1712
 BU1712.The modeled gravity was interpolated from observed gravity values.
 BU1712
 BU1712;                    North         East    Units  Estimated Accuracy
 BU1712;SPC AL W     -   199,650.      588,510.      MT  (+/- 180 meters Scaled)
 BU1712
 BU1712                          SUPERSEDED SURVEY CONTROL
 BU1712
 BU1712  NGVD 29 (??/??/92)  162.284  (m)          532.43   (f) ADJ UNCH    2 0
 BU1712
 BU1712.Superseded values are not recommended for survey control.
 BU1712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1712.See file dsdata.txt to determine how the superseded data were derived.
 BU1712
 BU1712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA411185(NAD 83)
 BU1712_MARKER: DB = BENCH MARK DISK
 BU1712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1712_STAMPING: A 338 1950
 BU1712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1712+STABILITY: SURFACE MOTION
 BU1712
 BU1712  HISTORY     - Date     Condition        Report By
 BU1712  HISTORY     - 1950     MONUMENTED       CGS
 BU1712  HISTORY     - 1967     GOOD             NGS
 BU1712
 BU1712                          STATION DESCRIPTION
 BU1712
 BU1712'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BU1712'0.9 MI N FROM NETTLEBORO.
 BU1712'LOCATED ABOUT 0.9 MILE NORTH ALONG A BLACK TOP ROAD (STATE HIGHWAY 35)
 BU1712'FROM THE CHURCH AND SCHOOL AT NETTLEBORO, ABOUT 0.2 MILE NORTH OF THE
 BU1712'JUNCTION OF A ROAD NORTHEAST, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF
 BU1712'A ROAD WEST, ABOUT 75 YARDS NORTH OF THE TOP OF THE HILL, 114 FEET
 BU1712'NORTH OF A POWER POLE NO. B 180, 40 FEET EAST OF THE CENTERLINE OF
 BU1712'STATE HIGHWAY 35, 1 FOOT EAST OF A METAL WITNESS POST. IT IS A
 BU1712'STANDARD BENCH MARK DISK STAMPED A 338 1950 SET IN THE TOP OF A
 BU1712'12-INCH ROUND CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1727 ***********************************************************************
 BU1727  DESIGNATION -  A 339
 BU1727  PID         -  BU1727
 BU1727  STATE/COUNTY-  AL/CLARKE
 BU1727  USGS QUAD   -  THOMASVILLE (1986)
 BU1727
 BU1727                         *CURRENT SURVEY CONTROL
 BU1727  ___________________________________________________________________
 BU1727* NAD 83(1986)-  31 52 42.     (N)    087 43 36.     (W)     SCALED    
 BU1727* NAVD 88     -       106.964  (meters)     350.93   (feet)  ADJUSTED  
 BU1727  ___________________________________________________________________
 BU1727  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BU1727  DYNAMIC HT  -         106.838 (meters)     350.52  (feet)  COMP
 BU1727  MODELED GRAV-     979,460.0   (mgal)                       NAVD 88
 BU1727
 BU1727  VERT ORDER  -  SECOND    CLASS 0
 BU1727
 BU1727.The horizontal coordinates were scaled from a topographic map and have
 BU1727.an estimated accuracy of +/- 6 seconds.
 BU1727
 BU1727.The orthometric height was determined by differential leveling
 BU1727.and adjusted by the National Geodetic Survey in June 1991..
 BU1727
 BU1727.The geoid height was determined by GEOID03.
 BU1727
 BU1727.The dynamic height is computed by dividing the NAVD 88
 BU1727.geopotential number by the normal gravity value computed on the
 BU1727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1727.degrees latitude (g = 980.6199 gals.).
 BU1727
 BU1727.The modeled gravity was interpolated from observed gravity values.
 BU1727
 BU1727;                    North         East    Units  Estimated Accuracy
 BU1727;SPC AL W     -   208,260.      578,560.      MT  (+/- 180 meters Scaled)
 BU1727
 BU1727                          SUPERSEDED SURVEY CONTROL
 BU1727
 BU1727  NGVD 29 (??/??/92)  106.930  (m)          350.82   (f) ADJ UNCH    2 0
 BU1727
 BU1727.Superseded values are not recommended for survey control.
 BU1727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1727.See file dsdata.txt to determine how the superseded data were derived.
 BU1727
 BU1727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA312271(NAD 83)
 BU1727_MARKER: DB = BENCH MARK DISK
 BU1727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1727_STAMPING: A 339 1950
 BU1727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1727+STABILITY: SURFACE MOTION
 BU1727
 BU1727  HISTORY     - Date     Condition        Report By
 BU1727  HISTORY     - 1950     MONUMENTED       CGS
 BU1727
 BU1727                          STATION DESCRIPTION
 BU1727
 BU1727'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1727'2.65 MI SE FROM THOMASVILLE.
 BU1727'0.15 MILE EAST ALONG A BLACK TOP STREET FROM THE SOUTHERN RAILWAY
 BU1727'STATION AT THOMASVILLE, THENCE ABOUT 2.5 MILES SOUTHEAST ALONG OLD
 BU1727'STATE HIGHWAY 5, ABOUT 0.15 MILE NORTHWEST OF A CONCRETE BRIDGE ACROSS
 BU1727'A CREEK, AT THE SOUTH END OF A CUT AND AT THE JUNCTION OF A DRIVE
 BU1727'NORTH PARALLELING THE HIGHWAY, 46 FEET WEST OF THE CENTER LINE OF THE
 BU1727'HIGHWAY, 6 FEET WEST OF A HIGHWAY R/W MARKER POST, 30 FEET NORTHWEST
 BU1727'OF THE NORTH END OF A 14-INCH PIPE CULVERT UNDER DRIVE, 1 FOOT EAST OF
 BU1727'A WIRE FENCE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 BU1727'ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BU1727'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0458 ***********************************************************************
 DH0458  DESIGNATION -  A 34
 DH0458  PID         -  DH0458
 DH0458  STATE/COUNTY-  AL/TALLADEGA
 DH0458  USGS QUAD   -  CHILDERSBURG (1972)
 DH0458
 DH0458                         *CURRENT SURVEY CONTROL
 DH0458  ___________________________________________________________________
 DH0458* NAD 83(1986)-  33 15 39.     (N)    086 20 05.     (W)     SCALED    
 DH0458* NAVD 88     -       133.981  (meters)     439.57   (feet)  ADJUSTED  
 DH0458  ___________________________________________________________________
 DH0458  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH0458  DYNAMIC HT  -         133.833 (meters)     439.08  (feet)  COMP
 DH0458  MODELED GRAV-     979,530.8   (mgal)                       NAVD 88
 DH0458
 DH0458  VERT ORDER  -  SECOND    CLASS 0
 DH0458
 DH0458.The horizontal coordinates were scaled from a topographic map and have
 DH0458.an estimated accuracy of +/- 6 seconds.
 DH0458
 DH0458.The orthometric height was determined by differential leveling
 DH0458.and adjusted by the National Geodetic Survey in June 1991..
 DH0458
 DH0458.The geoid height was determined by GEOID03.
 DH0458
 DH0458.The dynamic height is computed by dividing the NAVD 88
 DH0458.geopotential number by the normal gravity value computed on the
 DH0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0458.degrees latitude (g = 980.6199 gals.).
 DH0458
 DH0458.The modeled gravity was interpolated from observed gravity values.
 DH0458
 DH0458;                    North         East    Units  Estimated Accuracy
 DH0458;SPC AL E     -   306,230.      153,280.      MT  (+/- 180 meters Scaled)
 DH0458
 DH0458                          SUPERSEDED SURVEY CONTROL
 DH0458
 DH0458  NGVD 29 (??/??/92)  133.942  (m)          439.44   (f) ADJ UNCH    2 0
 DH0458
 DH0458.Superseded values are not recommended for survey control.
 DH0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0458.See file dsdata.txt to determine how the superseded data were derived.
 DH0458
 DH0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB619804(NAD 83)
 DH0458_MARKER: DB = BENCH MARK DISK
 DH0458_SETTING: 0 = UNSPECIFIED SETTING
 DH0458_STAMPING: A 34 1934
 DH0458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0458
 DH0458  HISTORY     - Date     Condition        Report By
 DH0458  HISTORY     - 1934     MONUMENTED       CGS
 DH0458
 DH0458                          STATION DESCRIPTION
 DH0458
 DH0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0458'IN BON AIR.
 DH0458'ALONG THE RIGHT OF WAY OF THE C. OF G. RAILROAD, 1 RAIL SOUTH OF
 DH0458'PUBLIC CROSSING, 37 FEET EAST OF MAIN LINE TRACK, 57 3/4 RAIL LENGTHS
 DH0458'SOUTH OF MILE POST S 399 AND B 43, 2 RAIL LENGTHS SOUTH OF STATION, 2
 DH0458'3/4 RAIL LENGTHS NORTH OF SWITCH STAND AT SOUTH END OF SIDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0996 ***********************************************************************
 BU0996  DESIGNATION -  A 340
 BU0996  PID         -  BU0996
 BU0996  STATE/COUNTY-  AL/MONROE
 BU0996  USGS QUAD   -  MEXIA (1986)
 BU0996
 BU0996                         *CURRENT SURVEY CONTROL
 BU0996  ___________________________________________________________________
 BU0996* NAD 83(1986)-  31 34 35.     (N)    087 26 02.     (W)     SCALED    
 BU0996* NAVD 88     -        67.034  (meters)     219.93   (feet)  ADJUSTED  
 BU0996  ___________________________________________________________________
 BU0996  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BU0996  DYNAMIC HT  -          66.952 (meters)     219.66  (feet)  COMP
 BU0996  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 BU0996
 BU0996  VERT ORDER  -  SECOND    CLASS 0
 BU0996
 BU0996.The horizontal coordinates were scaled from a topographic map and have
 BU0996.an estimated accuracy of +/- 6 seconds.
 BU0996
 BU0996.The orthometric height was determined by differential leveling
 BU0996.and adjusted by the National Geodetic Survey in June 1991..
 BU0996
 BU0996.The geoid height was determined by GEOID03.
 BU0996
 BU0996.The dynamic height is computed by dividing the NAVD 88
 BU0996.geopotential number by the normal gravity value computed on the
 BU0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0996.degrees latitude (g = 980.6199 gals.).
 BU0996
 BU0996.The modeled gravity was interpolated from observed gravity values.
 BU0996
 BU0996;                    North         East    Units  Estimated Accuracy
 BU0996;SPC AL W     -   174,760.      606,280.      MT  (+/- 180 meters Scaled)
 BU0996
 BU0996                          SUPERSEDED SURVEY CONTROL
 BU0996
 BU0996  NGVD 29 (??/??/92)   67.006  (m)          219.84   (f) ADJ UNCH    2 0
 BU0996
 BU0996.Superseded values are not recommended for survey control.
 BU0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0996.See file dsdata.txt to determine how the superseded data were derived.
 BU0996
 BU0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV588935(NAD 83)
 BU0996_MARKER: DB = BENCH MARK DISK
 BU0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0996_STAMPING: A 340 1950
 BU0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0996+STABILITY: SURFACE MOTION
 BU0996
 BU0996  HISTORY     - Date     Condition        Report By
 BU0996  HISTORY     - 1950     MONUMENTED       CGS
 BU0996
 BU0996                          STATION DESCRIPTION
 BU0996
 BU0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU0996'1.95 MI SW FROM FOUNTAIN.
 BU0996'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE ST. LOUIS-SAN
 BU0996'FRANCISCO RAILWAY STATION AT FOUNTAIN, THENCE ABOUT 0.95 MILE
 BU0996'SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 0.95 MILE SOUTHWEST OF THE ROAD
 BU0996'JUNCTION AND STORE AT HIXON, ABOUT 0.5 MILE SOUTHWEST OF A SMALL
 BU0996'CHURCH AND SCHOOL, AT THE JUNCTION OF A ROAD SOUTHEAST AND AT THE
 BU0996'HIXON FAMILY CEMETERY, 23 FEET NORTHWEST OF THE CENTER LINE OF THE
 BU0996'ROAD, 28 FEET WEST OF THE CENTER OF THE SOUTHWEST LEG OF THE JUNCTION
 BU0996'OF THE ROAD LEADING SOUTHEAST, 11 FEET SOUTHWEST OF THE SOUTH CORNER
 BU0996'OF THE MARBLE ENCLOSURE OF THE CEMETERY, 35 FEET SOUTH-SOUTHEAST OF
 BU0996'THE CENTER OF THE TOMBSTONE OF NANNIE WILLIAMS HIXON, 2 FEET NORTHEAST
 BU0996'OF A WHITE WOODEN POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 BU0996'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1207 ***********************************************************************
 BU1207  DESIGNATION -  A 341
 BU1207  PID         -  BU1207
 BU1207  STATE/COUNTY-  AL/WILCOX
 BU1207  USGS QUAD   -  NADAWAH (1981)
 BU1207
 BU1207                         *CURRENT SURVEY CONTROL
 BU1207  ___________________________________________________________________
 BU1207* NAD 83(1986)-  31 50 17.     (N)    087 10 17.     (W)     SCALED    
 BU1207* NAVD 88     -        71.838  (meters)     235.69   (feet)  ADJUSTED  
 BU1207  ___________________________________________________________________
 BU1207  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BU1207  DYNAMIC HT  -          71.752 (meters)     235.41  (feet)  COMP
 BU1207  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 BU1207
 BU1207  VERT ORDER  -  SECOND    CLASS 0
 BU1207
 BU1207.The horizontal coordinates were scaled from a topographic map and have
 BU1207.an estimated accuracy of +/- 6 seconds.
 BU1207
 BU1207.The orthometric height was determined by differential leveling
 BU1207.and adjusted by the National Geodetic Survey in June 1991..
 BU1207
 BU1207.The geoid height was determined by GEOID03.
 BU1207
 BU1207.The dynamic height is computed by dividing the NAVD 88
 BU1207.geopotential number by the normal gravity value computed on the
 BU1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1207.degrees latitude (g = 980.6199 gals.).
 BU1207
 BU1207.The modeled gravity was interpolated from observed gravity values.
 BU1207
 BU1207;                    North         East    Units  Estimated Accuracy
 BU1207;SPC AL W     -   203,820.      631,100.      MT  (+/- 180 meters Scaled)
 BU1207
 BU1207                          SUPERSEDED SURVEY CONTROL
 BU1207
 BU1207  NGVD 29 (??/??/92)   71.808  (m)          235.59   (f) ADJ UNCH    2 0
 BU1207
 BU1207.Superseded values are not recommended for survey control.
 BU1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1207.See file dsdata.txt to determine how the superseded data were derived.
 BU1207
 BU1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA837224(NAD 83)
 BU1207_MARKER: DB = BENCH MARK DISK
 BU1207_SETTING: 80 = SET IN A BOULDER
 BU1207_STAMPING: A 341 1950
 BU1207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1207+STABILITY: SURFACE MOTION
 BU1207
 BU1207  HISTORY     - Date     Condition        Report By
 BU1207  HISTORY     - 1950     MONUMENTED       CGS
 BU1207  HISTORY     - 1975     MARK NOT FOUND   NGS
 BU1207
 BU1207                          STATION DESCRIPTION
 BU1207
 BU1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1207'2.4 MI NW FROM NADAWAH.
 BU1207'ABOUT 1.9 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU1207'THE STATION AT NADAWAH, THENCE ABOUT 0.5 MILE WEST ALONG A DIM TRAIL,
 BU1207'ON A GRADUAL SLOPE DESCENDING EAST-SOUTHEAST, ABOUT 0.2 MILE WEST OF A
 BU1207'POINT WHERE DIM ROAD CROSSES A CREEK, SET IN THE TOP OF A SAND STONE
 BU1207'BOULDER IN THE CENTER OF THE DIM ROAD, 68 FEET NORTH-NORTHWEST OF A
 BU1207'TRIANGULAR BLAZED 10-INCH OAK TREE ON SOUTH SIDE OF ROAD, 60 FEET
 BU1207'WEST-NORTHWEST OF A TRIANGULAR BLAZED 12-INCH PINE TREE ON NORTH SIDE
 BU1207'OF ROAD, 13 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 9-INCH PINE
 BU1207'TREE NORTH OF ROAD, AND ABOUT 1/2 FOOT ABOVE THE LEVEL OF THE ROAD.
 BU1207
 BU1207                          STATION RECOVERY (1975)
 BU1207
 BU1207'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BU1207'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1186 ***********************************************************************
 BU1186  DESIGNATION -  A 342
 BU1186  PID         -  BU1186
 BU1186  STATE/COUNTY-  AL/WILCOX
 BU1186  USGS QUAD   -  ROSEBUD (1981)
 BU1186
 BU1186                         *CURRENT SURVEY CONTROL
 BU1186  ___________________________________________________________________
 BU1186* NAD 83(1986)-  31 54 52.     (N)    087 11 49.     (W)     SCALED    
 BU1186* NAVD 88     -        88.327  (meters)     289.79   (feet)  ADJUSTED  
 BU1186  ___________________________________________________________________
 BU1186  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BU1186  DYNAMIC HT  -          88.223 (meters)     289.44  (feet)  COMP
 BU1186  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 BU1186
 BU1186  VERT ORDER  -  SECOND    CLASS 0
 BU1186
 BU1186.The horizontal coordinates were scaled from a topographic map and have
 BU1186.an estimated accuracy of +/- 6 seconds.
 BU1186
 BU1186.The orthometric height was determined by differential leveling
 BU1186.and adjusted by the National Geodetic Survey in June 1991..
 BU1186
 BU1186.The geoid height was determined by GEOID03.
 BU1186
 BU1186.The dynamic height is computed by dividing the NAVD 88
 BU1186.geopotential number by the normal gravity value computed on the
 BU1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1186.degrees latitude (g = 980.6199 gals.).
 BU1186
 BU1186.The modeled gravity was interpolated from observed gravity values.
 BU1186
 BU1186;                    North         East    Units  Estimated Accuracy
 BU1186;SPC AL W     -   212,280.      628,660.      MT  (+/- 180 meters Scaled)
 BU1186
 BU1186                          SUPERSEDED SURVEY CONTROL
 BU1186
 BU1186  NGVD 29 (??/??/92)   88.296  (m)          289.68   (f) ADJ UNCH    2 0
 BU1186
 BU1186.Superseded values are not recommended for survey control.
 BU1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1186.See file dsdata.txt to determine how the superseded data were derived.
 BU1186
 BU1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA813309(NAD 83)
 BU1186_MARKER: DB = BENCH MARK DISK
 BU1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1186_STAMPING: A 342 1950
 BU1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1186+STABILITY: SURFACE MOTION
 BU1186
 BU1186  HISTORY     - Date     Condition        Report By
 BU1186  HISTORY     - 1950     MONUMENTED       CGS
 BU1186
 BU1186                          STATION DESCRIPTION
 BU1186
 BU1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1186'1.15 MI W FROM NEENAH.
 BU1186'ABOUT 1.15 MILES WEST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 BU1186'NASHVILLE RAILROAD STATION AT NEENAH, ABOUT 0.35 MILE SOUTHWEST OF A
 BU1186'CHURCH BUILDING WHICH IS LOCATED ON THE NORTH SIDE OF THE ROAD, AT THE
 BU1186'JUNCTION OF A ROAD NORTHWEST, 53 FEET NORTH OF THE CENTER OF THE
 BU1186'JUNCTION, 38 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 30 FEET
 BU1186'NORTHEAST OF THE CENTER LINE OF THE ROAD NORTHWEST, 1 1/2 FEET SOUTH
 BU1186'OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE
 BU1186'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1144 ***********************************************************************
 BU1144  DESIGNATION -  A 343
 BU1144  PID         -  BU1144
 BU1144  STATE/COUNTY-  AL/WILCOX
 BU1144  USGS QUAD   -  ROSEBUD (1981)
 BU1144
 BU1144                         *CURRENT SURVEY CONTROL
 BU1144  ___________________________________________________________________
 BU1144* NAD 83(1986)-  31 56 34.     (N)    087 08 11.     (W)     SCALED    
 BU1144* NAVD 88     -        76.607  (meters)     251.33   (feet)  ADJUSTED  
 BU1144  ___________________________________________________________________
 BU1144  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BU1144  DYNAMIC HT  -          76.517 (meters)     251.04  (feet)  COMP
 BU1144  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 BU1144
 BU1144  VERT ORDER  -  SECOND    CLASS 0
 BU1144
 BU1144.The horizontal coordinates were scaled from a topographic map and have
 BU1144.an estimated accuracy of +/- 6 seconds.
 BU1144
 BU1144.The orthometric height was determined by differential leveling
 BU1144.and adjusted by the National Geodetic Survey in June 1991..
 BU1144
 BU1144.The geoid height was determined by GEOID03.
 BU1144
 BU1144.The dynamic height is computed by dividing the NAVD 88
 BU1144.geopotential number by the normal gravity value computed on the
 BU1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1144.degrees latitude (g = 980.6199 gals.).
 BU1144
 BU1144.The modeled gravity was interpolated from observed gravity values.
 BU1144
 BU1144;                    North         East    Units  Estimated Accuracy
 BU1144;SPC AL W     -   215,440.      634,380.      MT  (+/- 180 meters Scaled)
 BU1144
 BU1144                          SUPERSEDED SURVEY CONTROL
 BU1144
 BU1144  NGVD 29 (??/??/92)   76.580  (m)          251.25   (f) ADJ UNCH    2 0
 BU1144
 BU1144.Superseded values are not recommended for survey control.
 BU1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1144.See file dsdata.txt to determine how the superseded data were derived.
 BU1144
 BU1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA871341(NAD 83)
 BU1144_MARKER: DB = BENCH MARK DISK
 BU1144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1144_STAMPING: A 343 1950
 BU1144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1144+STABILITY: SURFACE MOTION
 BU1144
 BU1144  HISTORY     - Date     Condition        Report By
 BU1144  HISTORY     - 1950     MONUMENTED       CGS
 BU1144
 BU1144                          STATION DESCRIPTION
 BU1144
 BU1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1144'3.7 MI NE FROM NEENAH.
 BU1144'ABOUT 3.3 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 BU1144'NASHVILLE RAILROAD STATION AT NEENAH, THENCE ABOUT 0.4 MILE EAST ALONG
 BU1144'STATE HIGHWAY 10, AT THE JUNCTION OF A ROAD LEADING NORTHEAST TO
 BU1144'DARLINGTON, AT THE EAST EDGE OF THE SMALL VILLAGE OF ROASEBUD, 134
 BU1144'FEET NORTH AND ACROSS ROAD NORTHEAST FROM THE CENTER LINE OF THE
 BU1144'HIGHWAY, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD NORTHEAST,
 BU1144'16 FEET WEST OF THE CENTER LINE OF A DRIVE NORTH TO A HOUSE, 7 1/2
 BU1144'FEET EAST-SOUTHEAST OF A 10-INCH FORKED PECAN TREE, 1 1/2 FEET SOUTH
 BU1144'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE GRAVEL ROAD AND
 BU1144'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK
 BU1144'MAY BE REACHED FROM OAKHILL BY GOING ABOUT 3.55 MILES WEST ALONG STATE
 BU1144'HIGHWAY 10 FROM THE INTERSECTION OF STATE HIGHWAY 100.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1128 ***********************************************************************
 BU1128  DESIGNATION -  A 344
 BU1128  PID         -  BU1128
 BU1128  STATE/COUNTY-  AL/WILCOX
 BU1128  USGS QUAD   -  OAK HILL (1981)
 BU1128
 BU1128                         *CURRENT SURVEY CONTROL
 BU1128  ___________________________________________________________________
 BU1128* NAD 83(1986)-  31 56 14.     (N)    087 03 19.     (W)     SCALED    
 BU1128* NAVD 88     -        91.023  (meters)     298.63   (feet)  ADJUSTED  
 BU1128  ___________________________________________________________________
 BU1128  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BU1128  DYNAMIC HT  -          90.915 (meters)     298.28  (feet)  COMP
 BU1128  MODELED GRAV-     979,459.2   (mgal)                       NAVD 88
 BU1128
 BU1128  VERT ORDER  -  SECOND    CLASS 0
 BU1128
 BU1128.The horizontal coordinates were scaled from a topographic map and have
 BU1128.an estimated accuracy of +/- 6 seconds.
 BU1128
 BU1128.The orthometric height was determined by differential leveling
 BU1128.and adjusted by the National Geodetic Survey in June 1991..
 BU1128
 BU1128.The geoid height was determined by GEOID03.
 BU1128
 BU1128.The dynamic height is computed by dividing the NAVD 88
 BU1128.geopotential number by the normal gravity value computed on the
 BU1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1128.degrees latitude (g = 980.6199 gals.).
 BU1128
 BU1128.The modeled gravity was interpolated from observed gravity values.
 BU1128
 BU1128;                    North         East    Units  Estimated Accuracy
 BU1128;SPC AL W     -   214,850.      642,050.      MT  (+/- 180 meters Scaled)
 BU1128
 BU1128                          SUPERSEDED SURVEY CONTROL
 BU1128
 BU1128  NGVD 29 (??/??/92)   90.988  (m)          298.52   (f) ADJ UNCH    2 0
 BU1128
 BU1128.Superseded values are not recommended for survey control.
 BU1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1128.See file dsdata.txt to determine how the superseded data were derived.
 BU1128
 BU1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA947334(NAD 83)
 BU1128_MARKER: DB = BENCH MARK DISK
 BU1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1128_STAMPING: A 344 1950
 BU1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1128+STABILITY: SURFACE MOTION
 BU1128
 BU1128  HISTORY     - Date     Condition        Report By
 BU1128  HISTORY     - 1950     MONUMENTED       CGS
 BU1128
 BU1128                          STATION DESCRIPTION
 BU1128
 BU1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1128'2.0 MI E FROM ALLENTON.
 BU1128'ABOUT 2.0 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 BU1128'LOUISVILLE AND NASHVILLE RAILROAD AT ALLENTON, ABOUT 1.0 MILE EAST OF
 BU1128'THE JUNCTION OF STATE HIGHWAY 100, AT THE RESIDENCE OF MRS J. S.
 BU1128'WOODSON, 60 FEET NORTHEAST OF THE EAST CORNER OF THE HOUSE, 43 FEET
 BU1128'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTHWEST OF A
 BU1128'3-INCH PECAN TREE, 7 1/2 FEET NORTHEAST OF THE EAST CORNER OF THE LAWN
 BU1128'FENCE, 1 1/2 FEET NORTHWEST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A
 BU1128'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE
 BU1128'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE
 BU1128'REACHED FROM OAKHILL BY GOING ABOUT 1.45 MILES NORTH ALONG STATE
 BU1128'HIGHWAY 100 FROM THE INTERSECTION OF STATE HIGHWAY 10, THENCE ABOUT
 BU1128'1.0 MILE EAST ALONG A GRAVEL ROAD LEADING TO ALLENTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1063 ***********************************************************************
 CN1063  DESIGNATION -  A 345
 CN1063  PID         -  CN1063
 CN1063  STATE/COUNTY-  AL/WILCOX
 CN1063  USGS QUAD   -  CARLOWVILLE (1987)
 CN1063
 CN1063                         *CURRENT SURVEY CONTROL
 CN1063  ___________________________________________________________________
 CN1063* NAD 83(1986)-  32 02 36.     (N)    087 00 02.     (W)     SCALED    
 CN1063* NAVD 88     -        59.922  (meters)     196.59   (feet)  ADJUSTED  
 CN1063  ___________________________________________________________________
 CN1063  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CN1063  DYNAMIC HT  -          59.853 (meters)     196.37  (feet)  COMP
 CN1063  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CN1063
 CN1063  VERT ORDER  -  SECOND    CLASS 0
 CN1063
 CN1063.The horizontal coordinates were scaled from a topographic map and have
 CN1063.an estimated accuracy of +/- 6 seconds.
 CN1063
 CN1063.The orthometric height was determined by differential leveling
 CN1063.and adjusted by the National Geodetic Survey in June 1991..
 CN1063
 CN1063.The geoid height was determined by GEOID03.
 CN1063
 CN1063.The dynamic height is computed by dividing the NAVD 88
 CN1063.geopotential number by the normal gravity value computed on the
 CN1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1063.degrees latitude (g = 980.6199 gals.).
 CN1063
 CN1063.The modeled gravity was interpolated from observed gravity values.
 CN1063
 CN1063;                    North         East    Units  Estimated Accuracy
 CN1063;SPC AL W     -   226,640.      647,170.      MT  (+/- 180 meters Scaled)
 CN1063
 CN1063                          SUPERSEDED SURVEY CONTROL
 CN1063
 CN1063  NGVD 29 (??/??/92)   59.887  (m)          196.48   (f) ADJ UNCH    2 0
 CN1063
 CN1063.Superseded values are not recommended for survey control.
 CN1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1063.See file dsdata.txt to determine how the superseded data were derived.
 CN1063
 CN1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA999452(NAD 83)
 CN1063_MARKER: DB = BENCH MARK DISK
 CN1063_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1063_SP_SET: CULVERT
 CN1063_STAMPING: A 345 1950
 CN1063_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1063
 CN1063  HISTORY     - Date     Condition        Report By
 CN1063  HISTORY     - 1950     MONUMENTED       CGS
 CN1063
 CN1063                          STATION DESCRIPTION
 CN1063
 CN1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1063'2.3 MI S FROM MINTER.
 CN1063'ABOUT 2.3 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 CN1063'THE STATION AT MINTER, ABOUT 0.15 MILE SOUTH OF MILE POST 693, SET IN
 CN1063'THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 9-FOOT CONCRETE
 CN1063'CULVERT UNDER TRACK, 29 FEET EAST OF THE EAST RAIL AND ABOUT 12 FEET
 CN1063'BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0774 ***********************************************************************
 BU0774  DESIGNATION -  A 347
 BU0774  PID         -  BU0774
 BU0774  STATE/COUNTY-  AL/BUTLER
 BU0774  USGS QUAD   -  FORT DALE (1981)
 BU0774
 BU0774                         *CURRENT SURVEY CONTROL
 BU0774  ___________________________________________________________________
 BU0774* NAD 83(1986)-  31 53 14.     (N)    086 41 36.     (W)     SCALED    
 BU0774* NAVD 88     -       144.151  (meters)     472.94   (feet)  ADJUSTED  
 BU0774  ___________________________________________________________________
 BU0774  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BU0774  DYNAMIC HT  -         143.977 (meters)     472.36  (feet)  COMP
 BU0774  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 BU0774
 BU0774  VERT ORDER  -  SECOND    CLASS 0
 BU0774
 BU0774.The horizontal coordinates were scaled from a topographic map and have
 BU0774.an estimated accuracy of +/- 6 seconds.
 BU0774
 BU0774.The orthometric height was determined by differential leveling
 BU0774.and adjusted by the National Geodetic Survey in June 1991..
 BU0774
 BU0774.The geoid height was determined by GEOID03.
 BU0774
 BU0774.The dynamic height is computed by dividing the NAVD 88
 BU0774.geopotential number by the normal gravity value computed on the
 BU0774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0774.degrees latitude (g = 980.6199 gals.).
 BU0774
 BU0774.The modeled gravity was interpolated from observed gravity values.
 BU0774
 BU0774;                    North         East    Units  Estimated Accuracy
 BU0774;SPC AL W     -   209,500.      676,310.      MT  (+/- 180 meters Scaled)
 BU0774
 BU0774                          SUPERSEDED SURVEY CONTROL
 BU0774
 BU0774  NGVD 29 (??/??/92)  144.118  (m)          472.83   (f) ADJ UNCH    2 0
 BU0774
 BU0774.Superseded values are not recommended for survey control.
 BU0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0774.See file dsdata.txt to determine how the superseded data were derived.
 BU0774
 BU0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA290279(NAD 83)
 BU0774_MARKER: DB = BENCH MARK DISK
 BU0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0774_STAMPING: A 347 1951
 BU0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0774+STABILITY: SURFACE MOTION
 BU0774
 BU0774  HISTORY     - Date     Condition        Report By
 BU0774  HISTORY     - 1951     MONUMENTED       CGS
 BU0774
 BU0774                          STATION DESCRIPTION
 BU0774
 BU0774'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0774'10.5 MI NW FROM GREENVILLE.
 BU0774'5.5 MILES WEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 BU0774'GREENVILLE, THENCE ABOUT 3.55 MILES NORTHWEST AND NORTH ALONG A BLACK
 BU0774'TOP ROAD (NOW UNDER CONSTRUCTION), THENCE ABOUT 1.85 MILES NORTHEAST
 BU0774'AND EAST ALONG A GRAVEL ROAD, ABOUT 0.3 MILE WEST OF PINE TOP
 BU0774'CEMETERY, ABOUT 55 YARDS SOUTHWEST OF BOTTOM OF GRADES, 60 FEET
 BU0774'NORTHWEST OF THE CENTER LINE OF THE ROAD, 13 FEET NORTH OF THE CENTER
 BU0774'LINE OF A WOODS TRAIL WEST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 BU0774'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU0774'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0718 ***********************************************************************
 BU0718  DESIGNATION -  A 348
 BU0718  PID         -  BU0718
 BU0718  STATE/COUNTY-  AL/BUTLER
 BU0718  USGS QUAD   -  PINE APPLE NORTH (1981)
 BU0718
 BU0718                         *CURRENT SURVEY CONTROL
 BU0718  ___________________________________________________________________
 BU0718* NAD 83(1986)-  31 54 34.     (N)    086 52 46.     (W)     SCALED    
 BU0718* NAVD 88     -       134.777  (meters)     442.18   (feet)  ADJUSTED  
 BU0718  ___________________________________________________________________
 BU0718  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BU0718  DYNAMIC HT  -         134.614 (meters)     441.65  (feet)  COMP
 BU0718  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 BU0718
 BU0718  VERT ORDER  -  SECOND    CLASS 0
 BU0718
 BU0718.The horizontal coordinates were scaled from a topographic map and have
 BU0718.an estimated accuracy of +/- 6 seconds.
 BU0718
 BU0718.The orthometric height was determined by differential leveling
 BU0718.and adjusted by the National Geodetic Survey in June 1991..
 BU0718
 BU0718.The geoid height was determined by GEOID03.
 BU0718
 BU0718.The dynamic height is computed by dividing the NAVD 88
 BU0718.geopotential number by the normal gravity value computed on the
 BU0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0718.degrees latitude (g = 980.6199 gals.).
 BU0718
 BU0718.The modeled gravity was interpolated from observed gravity values.
 BU0718
 BU0718;                    North         East    Units  Estimated Accuracy
 BU0718;SPC AL W     -   211,850.      658,690.      MT  (+/- 180 meters Scaled)
 BU0718
 BU0718                          SUPERSEDED SURVEY CONTROL
 BU0718
 BU0718  NGVD 29 (??/??/92)  134.721  (m)          442.00   (f) ADJ UNCH    2 0
 BU0718
 BU0718.Superseded values are not recommended for survey control.
 BU0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0718.See file dsdata.txt to determine how the superseded data were derived.
 BU0718
 BU0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA113304(NAD 83)
 BU0718_MARKER: DB = BENCH MARK DISK
 BU0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0718_STAMPING: A 348 1951
 BU0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0718+STABILITY: SURFACE MOTION
 BU0718
 BU0718  HISTORY     - Date     Condition        Report By
 BU0718  HISTORY     - 1951     MONUMENTED       CGS
 BU0718
 BU0718                          STATION DESCRIPTION
 BU0718
 BU0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0718'0.55 MI NW FROM MONTEREY.
 BU0718'0.55 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE METHODIST CHURCH
 BU0718'AT MONTEREY, ABOUT 226 FEET NORTHWEST OF THE JUNCTION OF A ROAD
 BU0718'LEADING NORTH, 69 FEET WEST OF THE CENTER LINE OF THE BLACK TOP ROAD,
 BU0718'50 FEET SOUTH OF THE CENTER LINE OF A DRIVE TO A FARM, 181 FEET SOUTH
 BU0718'OF THE SOUTHWEST CORNER OF A TWO-STORY HOUSE, 4 FEET EAST OF THE
 BU0718'SOUTHEAST CORNER OF A SHED, 66 1/2 FEET SOUTHWEST OF HIGHWAY R/W
 BU0718'MARKER POST NO. P.C. 233+37.0 48, 2 FEET NORTHWEST OF A WHITE WOODEN
 BU0718'WITNESS POST, ABOUT 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 BU0718'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0786 ***********************************************************************
 BU0786  DESIGNATION -  A 349
 BU0786  PID         -  BU0786
 BU0786  STATE/COUNTY-  AL/BUTLER
 BU0786  USGS QUAD   -  FORT DALE (1981)
 BU0786
 BU0786                         *CURRENT SURVEY CONTROL
 BU0786  ___________________________________________________________________
 BU0786* NAD 83(1986)-  31 56 49.     (N)    086 41 41.     (W)     SCALED    
 BU0786* NAVD 88     -       124.689  (meters)     409.08   (feet)  ADJUSTED  
 BU0786  ___________________________________________________________________
 BU0786  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BU0786  DYNAMIC HT  -         124.539 (meters)     408.59  (feet)  COMP
 BU0786  MODELED GRAV-     979,435.0   (mgal)                       NAVD 88
 BU0786
 BU0786  VERT ORDER  -  SECOND    CLASS 0
 BU0786
 BU0786.The horizontal coordinates were scaled from a topographic map and have
 BU0786.an estimated accuracy of +/- 6 seconds.
 BU0786
 BU0786.The orthometric height was determined by differential leveling
 BU0786.and adjusted by the National Geodetic Survey in June 1991..
 BU0786
 BU0786.The geoid height was determined by GEOID03.
 BU0786
 BU0786.The dynamic height is computed by dividing the NAVD 88
 BU0786.geopotential number by the normal gravity value computed on the
 BU0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0786.degrees latitude (g = 980.6199 gals.).
 BU0786
 BU0786.The modeled gravity was interpolated from observed gravity values.
 BU0786
 BU0786;                    North         East    Units  Estimated Accuracy
 BU0786;SPC AL W     -   216,130.      676,130.      MT  (+/- 180 meters Scaled)
 BU0786
 BU0786                          SUPERSEDED SURVEY CONTROL
 BU0786
 BU0786  NGVD 29 (??/??/92)  124.655  (m)          408.97   (f) ADJ UNCH    2 0
 BU0786
 BU0786.Superseded values are not recommended for survey control.
 BU0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0786.See file dsdata.txt to determine how the superseded data were derived.
 BU0786
 BU0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA288345(NAD 83)
 BU0786_MARKER: DB = BENCH MARK DISK
 BU0786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0786_STAMPING: A 349 1951
 BU0786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0786+STABILITY: SURFACE MOTION
 BU0786
 BU0786  HISTORY     - Date     Condition        Report By
 BU0786  HISTORY     - 1951     MONUMENTED       CGS
 BU0786
 BU0786                          STATION DESCRIPTION
 BU0786
 BU0786'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0786'4.75 MI S FROM CLOVER HILL.
 BU0786'4.35 MILES SOUTH ALONG A DIRT AND GRAVEL ROAD FROM THE SCHOOL AT
 BU0786'CLOVER HILL, THENCE ABOUT 0.4 MILE EAST ALONG A DIM TRAIL, ABOUT 0.2
 BU0786'MILE EAST OF A WOODEN BRIDGE OVER A SMALL STREAM, ABOUT 12 YARDS WEST
 BU0786'OF THE TOP OF A GRADE, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 BU0786'23 FEET EAST OF A FENCE CORNER, 1 FOOT SOUTH OF A WIRE FENCE, 2 FEET
 BU0786'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRAIL AND
 BU0786'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0695 ***********************************************************************
 CM0695  DESIGNATION -  A 35
 CM0695  PID         -  CM0695
 CM0695  STATE/COUNTY-  AL/LEE
 CM0695  USGS QUAD   -  OPELIKA EAST (1983)
 CM0695
 CM0695                         *CURRENT SURVEY CONTROL
 CM0695  ___________________________________________________________________
 CM0695* NAD 83(1986)-  32 40 19.     (N)    085 22 14.     (W)     SCALED    
 CM0695* NAVD 88     -       252.898  (meters)     829.72   (feet)  ADJUSTED  
 CM0695  ___________________________________________________________________
 CM0695  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CM0695  DYNAMIC HT  -         252.597 (meters)     828.73  (feet)  COMP
 CM0695  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 CM0695
 CM0695  VERT ORDER  -  SECOND    CLASS 0
 CM0695
 CM0695.The horizontal coordinates were scaled from a topographic map and have
 CM0695.an estimated accuracy of +/- 6 seconds.
 CM0695
 CM0695.The orthometric height was determined by differential leveling
 CM0695.and adjusted by the National Geodetic Survey in June 1991..
 CM0695
 CM0695.The geoid height was determined by GEOID03.
 CM0695
 CM0695.The dynamic height is computed by dividing the NAVD 88
 CM0695.geopotential number by the normal gravity value computed on the
 CM0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0695.degrees latitude (g = 980.6199 gals.).
 CM0695
 CM0695.The modeled gravity was interpolated from observed gravity values.
 CM0695
 CM0695;                    North         East    Units  Estimated Accuracy
 CM0695;SPC AL E     -   240,910.      243,410.      MT  (+/- 180 meters Scaled)
 CM0695
 CM0695                          SUPERSEDED SURVEY CONTROL
 CM0695
 CM0695  NGVD 29 (??/??/92)  252.860  (m)          829.59   (f) ADJ UNCH    2 0
 CM0695
 CM0695.Superseded values are not recommended for survey control.
 CM0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0695.See file dsdata.txt to determine how the superseded data were derived.
 CM0695
 CM0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB527160(NAD 83)
 CM0695_MARKER: DB = BENCH MARK DISK
 CM0695_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0695_SP_SET: PIER
 CM0695_STAMPING: A 35 1934
 CM0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0695
 CM0695  HISTORY     - Date     Condition        Report By
 CM0695  HISTORY     - 1934     MONUMENTED       CGS
 CM0695
 CM0695                          STATION DESCRIPTION
 CM0695
 CM0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM0695'2.1 MI N FROM OPELIKA.
 CM0695'ABOUT 2.1 MILES NORTH ALONG THE WESTERN RAILWAY OF ALABAMA FROM
 CM0695'THE STATION AT OPELIKA, LEE COUNTY, AT ROANOKE JUNCTION, AT THE
 CM0695'CONCRETE OVERHEAD BRIDGE OF STATE HIGHWAY 37, IN THE WEST FACE
 CM0695'OF THE NORTH PIER, 7.8 FEET EAST OF THE EAST RAIL, AND ABOUT
 CM0695'2.5 FEET ABOVE GROUND.  A STANDARD DISK, STAMPED A 35 1934 AND
 CM0695'SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0754 ***********************************************************************
 BU0754  DESIGNATION -  A 350
 BU0754  PID         -  BU0754
 BU0754  STATE/COUNTY-  AL/BUTLER
 BU0754  USGS QUAD   -  RIDGEVILLE (1981)
 BU0754
 BU0754                         *CURRENT SURVEY CONTROL
 BU0754  ___________________________________________________________________
 BU0754* NAD 83(1986)-  31 54 23.     (N)    086 45 58.     (W)     SCALED    
 BU0754* NAVD 88     -       118.297  (meters)     388.11   (feet)  ADJUSTED  
 BU0754  ___________________________________________________________________
 BU0754  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BU0754  DYNAMIC HT  -         118.154 (meters)     387.64  (feet)  COMP
 BU0754  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 BU0754
 BU0754  VERT ORDER  -  SECOND    CLASS 0
 BU0754
 BU0754.The horizontal coordinates were scaled from a topographic map and have
 BU0754.an estimated accuracy of +/- 6 seconds.
 BU0754
 BU0754.The orthometric height was determined by differential leveling
 BU0754.and adjusted by the National Geodetic Survey in June 1991..
 BU0754
 BU0754.The geoid height was determined by GEOID03.
 BU0754
 BU0754.The dynamic height is computed by dividing the NAVD 88
 BU0754.geopotential number by the normal gravity value computed on the
 BU0754.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0754.degrees latitude (g = 980.6199 gals.).
 BU0754
 BU0754.The modeled gravity was interpolated from observed gravity values.
 BU0754
 BU0754;                    North         East    Units  Estimated Accuracy
 BU0754;SPC AL W     -   211,580.      669,410.      MT  (+/- 180 meters Scaled)
 BU0754
 BU0754                          SUPERSEDED SURVEY CONTROL
 BU0754
 BU0754  NGVD 29 (??/??/92)  118.244  (m)          387.94   (f) ADJ UNCH    2 0
 BU0754
 BU0754.Superseded values are not recommended for survey control.
 BU0754.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0754.See file dsdata.txt to determine how the superseded data were derived.
 BU0754
 BU0754_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA221300(NAD 83)
 BU0754_MARKER: DB = BENCH MARK DISK
 BU0754_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0754_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0754_STAMPING: A 350 1951
 BU0754_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0754+STABILITY: SURFACE MOTION
 BU0754
 BU0754  HISTORY     - Date     Condition        Report By
 BU0754  HISTORY     - 1951     MONUMENTED       CGS
 BU0754
 BU0754                          STATION DESCRIPTION
 BU0754
 BU0754'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0754'6.4 MI NE FROM FOREST HOME.
 BU0754'2.15 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 BU0754'FOREST HOME, THENCE ABOUT 0.3 MILE NORTHWEST, ABOUT 2.8 MILES
 BU0754'NORTHEAST AND 0.3 MILE NORTHWEST ALONG GRAVEL ROADS, THENCE ABOUT 0.85
 BU0754'MILE NORTHEAST ALONG A DIRT ROAD, ABOUT 0.15 MILE NORTHWEST ALONG A
 BU0754'GRAVEL ROAD FROM CRENSHAWS COTTON GIN, THENCE ABOUT 0.85 MILE
 BU0754'NORTHEAST ALONG A DIRT ROAD, ABOUT 0.75 MILE SOUTHWEST OF A WOODEN
 BU0754'BRIDGE OVER CEDAR CREEK, ABOUT 0.25 MILE NORTHEAST OF THE TOP OF A
 BU0754'GRADE, AT BREAK IN GRADE AND JUNCTION OF A TRAIL SOUTHEAST, 44 FEET
 BU0754'SOUTHEAST OF THE CENTER LINE OF THE DIRT ROAD, 23 FEET SOUTHWEST OF
 BU0754'THE CENTER LINE OF THE TRAIL SOUTHEAST, 2 FEET SOUTHWEST OF A WHITE
 BU0754'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF
 BU0754'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1096 ***********************************************************************
 CN1096  DESIGNATION -  A 351
 CN1096  PID         -  CN1096
 CN1096  STATE/COUNTY-  AL/WILCOX
 CN1096  USGS QUAD   -  MINTER (1987)
 CN1096
 CN1096                         *CURRENT SURVEY CONTROL
 CN1096  ___________________________________________________________________
 CN1096* NAD 83(1986)-  32 00 27.     (N)    086 59 34.     (W)     SCALED    
 CN1096* NAVD 88     -        65.405  (meters)     214.58   (feet)  ADJUSTED  
 CN1096  ___________________________________________________________________
 CN1096  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CN1096  DYNAMIC HT  -          65.329 (meters)     214.33  (feet)  COMP
 CN1096  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 CN1096
 CN1096  VERT ORDER  -  SECOND    CLASS 0
 CN1096
 CN1096.The horizontal coordinates were scaled from a topographic map and have
 CN1096.an estimated accuracy of +/- 6 seconds.
 CN1096
 CN1096.The orthometric height was determined by differential leveling
 CN1096.and adjusted by the National Geodetic Survey in June 1991..
 CN1096
 CN1096.The geoid height was determined by GEOID03.
 CN1096
 CN1096.The dynamic height is computed by dividing the NAVD 88
 CN1096.geopotential number by the normal gravity value computed on the
 CN1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1096.degrees latitude (g = 980.6199 gals.).
 CN1096
 CN1096.The modeled gravity was interpolated from observed gravity values.
 CN1096
 CN1096;                    North         East    Units  Estimated Accuracy
 CN1096;SPC AL W     -   222,670.      647,920.      MT  (+/- 180 meters Scaled)
 CN1096
 CN1096                          SUPERSEDED SURVEY CONTROL
 CN1096
 CN1096  NGVD 29 (??/??/92)   65.370  (m)          214.47   (f) ADJ UNCH    2 0
 CN1096
 CN1096.Superseded values are not recommended for survey control.
 CN1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1096.See file dsdata.txt to determine how the superseded data were derived.
 CN1096
 CN1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA006412(NAD 83)
 CN1096_MARKER: DB = BENCH MARK DISK
 CN1096_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1096_SP_SET: CULVERT
 CN1096_STAMPING: A 351 1951
 CN1096_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1096
 CN1096  HISTORY     - Date     Condition        Report By
 CN1096  HISTORY     - 1951     MONUMENTED       CGS
 CN1096
 CN1096                          STATION DESCRIPTION
 CN1096
 CN1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN1096'0.85 MI E FROM SNOW HILL.
 CN1096'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 11 FROM THE OVERPASS OVER THE
 CN1096'LOUISVILLE AND NASHVILLE RAILROAD AT SNOW HILL, ON THE OUTSIDE AND
 CN1096'NEAR THE EAST END OF A CURVE WITH TANGENTS EXTENDING EAST AND
 CN1096'SOUTHWEST, SET IN THE TOP OF THE EAST END OF THE NORTH HEAD WALL OF AN
 CN1096'8-FOOT CONCRETE BOX CULVERT, 13 FEET NORTH OF THE CENTER LINE OF THE
 CN1096'HIGHWAY, 1 FOOT WEST OF THE EAST END OF THE HEADWALL AND ABOUT LEVEL
 CN1096'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1092 ***********************************************************************
 CN1092  DESIGNATION -  A 352
 CN1092  PID         -  CN1092
 CN1092  STATE/COUNTY-  AL/WILCOX
 CN1092  USGS QUAD   -  MINTER (1987)
 CN1092
 CN1092                         *CURRENT SURVEY CONTROL
 CN1092  ___________________________________________________________________
 CN1092* NAD 83(1986)-  32 02 07.     (N)    086 56 00.     (W)     SCALED    
 CN1092* NAVD 88     -        51.819  (meters)     170.01   (feet)  ADJUSTED  
 CN1092  ___________________________________________________________________
 CN1092  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CN1092  DYNAMIC HT  -          51.759 (meters)     169.81  (feet)  COMP
 CN1092  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 CN1092
 CN1092  VERT ORDER  -  SECOND    CLASS 0
 CN1092
 CN1092.The horizontal coordinates were scaled from a topographic map and have
 CN1092.an estimated accuracy of +/- 6 seconds.
 CN1092
 CN1092.The orthometric height was determined by differential leveling
 CN1092.and adjusted by the National Geodetic Survey in June 1991..
 CN1092
 CN1092.The geoid height was determined by GEOID03.
 CN1092
 CN1092.The dynamic height is computed by dividing the NAVD 88
 CN1092.geopotential number by the normal gravity value computed on the
 CN1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1092.degrees latitude (g = 980.6199 gals.).
 CN1092
 CN1092.The modeled gravity was interpolated from observed gravity values.
 CN1092
 CN1092;                    North         East    Units  Estimated Accuracy
 CN1092;SPC AL W     -   225,780.      653,520.      MT  (+/- 180 meters Scaled)
 CN1092
 CN1092                          SUPERSEDED SURVEY CONTROL
 CN1092
 CN1092  NGVD 29 (??/??/92)   51.782  (m)          169.89   (f) ADJ UNCH    2 0
 CN1092
 CN1092.Superseded values are not recommended for survey control.
 CN1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1092.See file dsdata.txt to determine how the superseded data were derived.
 CN1092
 CN1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA062443(NAD 83)
 CN1092_MARKER: DB = BENCH MARK DISK
 CN1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1092_STAMPING: A 352 1951
 CN1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1092+STABILITY: SURFACE MOTION
 CN1092
 CN1092  HISTORY     - Date     Condition        Report By
 CN1092  HISTORY     - 1951     MONUMENTED       CGS
 CN1092
 CN1092                          STATION DESCRIPTION
 CN1092
 CN1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN1092'3.65 MI NE FROM FURMAN.
 CN1092'ABOUT 0.25 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 CN1092'OF STATE HIGHWAY 11 AT FURMAN, THENCE ABOUT 3.4 MILES NORTHEAST ALONG
 CN1092'A DIRT ROAD, ABOUT 0.45 MILE NORTHEAST OF A BRIDGE OVER CEDAR CREEK,
 CN1092'ON THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING EAST AND
 CN1092'SOUTHWEST, AT THE SOUTHWEST CORNER OF A FIELD AND AT THE JUNCTION OF A
 CN1092'DIM FARM ROAD NORTHWEST, 44 FEET NORTHWEST OF THE CENTER LINE OF THE
 CN1092'ROAD, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE FARM ROAD NORTHWEST,
 CN1092'18 FEET SOUTHWEST OF A 5-INCH CEDAR TREE, ABOUT 4 FEET NORTH OF THE
 CN1092'EXTENDED CENTER LINE OF THE EAST TANGENT OF ROAD, 2 FEET EAST OF A
 CN1092'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 CN1092'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0685 ***********************************************************************
 BU0685  DESIGNATION -  A 353
 BU0685  PID         -  BU0685
 BU0685  STATE/COUNTY-  AL/MONROE
 BU0685  USGS QUAD   -  PINE APPLE SOUTH (1981)
 BU0685
 BU0685                         *CURRENT SURVEY CONTROL
 BU0685  ___________________________________________________________________
 BU0685* NAD 83(1986)-  31 46 11.     (N)    086 59 53.     (W)     SCALED    
 BU0685* NAVD 88     -       133.521  (meters)     438.06   (feet)  ADJUSTED  
 BU0685  ___________________________________________________________________
 BU0685  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BU0685  DYNAMIC HT  -         133.361 (meters)     437.54  (feet)  COMP
 BU0685  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 BU0685
 BU0685  VERT ORDER  -  SECOND    CLASS 0
 BU0685
 BU0685.The horizontal coordinates were scaled from a topographic map and have
 BU0685.an estimated accuracy of +/- 6 seconds.
 BU0685
 BU0685.The orthometric height was determined by differential leveling
 BU0685.and adjusted by the National Geodetic Survey in June 1991..
 BU0685
 BU0685.The geoid height was determined by GEOID03.
 BU0685
 BU0685.The dynamic height is computed by dividing the NAVD 88
 BU0685.geopotential number by the normal gravity value computed on the
 BU0685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0685.degrees latitude (g = 980.6199 gals.).
 BU0685
 BU0685.The modeled gravity was interpolated from observed gravity values.
 BU0685
 BU0685;                    North         East    Units  Estimated Accuracy
 BU0685;SPC AL W     -   196,300.      647,550.      MT  (+/- 180 meters Scaled)
 BU0685
 BU0685                          SUPERSEDED SURVEY CONTROL
 BU0685
 BU0685  NGVD 29 (??/??/92)  133.498  (m)          437.98   (f) ADJ UNCH    2 0
 BU0685
 BU0685.Superseded values are not recommended for survey control.
 BU0685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0685.See file dsdata.txt to determine how the superseded data were derived.
 BU0685
 BU0685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA001149(NAD 83)
 BU0685_MARKER: DB = BENCH MARK DISK
 BU0685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0685_STAMPING: A 353 1951
 BU0685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0685+STABILITY: SURFACE MOTION
 BU0685
 BU0685  HISTORY     - Date     Condition        Report By
 BU0685  HISTORY     - 1951     MONUMENTED       CGS
 BU0685
 BU0685                          STATION DESCRIPTION
 BU0685
 BU0685'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0685'IN OLD TEXAS.
 BU0685'AT OLD TEXAS, ALONG STATE HIGHWAY 47, AT THE CROSSROADS, 58 FEET
 BU0685'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET NORTHEAST OF THE
 BU0685'CENTER LINE OF ROAD NORTHWEST, 119 FEET NORTHWEST AND ACROSS THE
 BU0685'HIGHWAY FROM THE WEST CORNER OF RUFIS OWENS GROCERY STORE, 1 FOOT EAST
 BU0685'OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2
 BU0685'FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU0685'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1096 ***********************************************************************
 BU1096  DESIGNATION -  A 354
 BU1096  PID         -  BU1096
 BU1096  STATE/COUNTY-  AL/MONROE
 BU1096  USGS QUAD   -  MC WILLIAMS (1981)
 BU1096
 BU1096                         *CURRENT SURVEY CONTROL
 BU1096  ___________________________________________________________________
 BU1096* NAD 83(1986)-  31 48 46.     (N)    087 03 05.     (W)     SCALED    
 BU1096* NAVD 88     -        87.269  (meters)     286.31   (feet)  ADJUSTED  
 BU1096  ___________________________________________________________________
 BU1096  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BU1096  DYNAMIC HT  -          87.164 (meters)     285.97  (feet)  COMP
 BU1096  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BU1096
 BU1096  VERT ORDER  -  SECOND    CLASS 0
 BU1096
 BU1096.The horizontal coordinates were scaled from a topographic map and have
 BU1096.an estimated accuracy of +/- 6 seconds.
 BU1096
 BU1096.The orthometric height was determined by differential leveling
 BU1096.and adjusted by the National Geodetic Survey in June 1991..
 BU1096
 BU1096.The geoid height was determined by GEOID03.
 BU1096
 BU1096.The dynamic height is computed by dividing the NAVD 88
 BU1096.geopotential number by the normal gravity value computed on the
 BU1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1096.degrees latitude (g = 980.6199 gals.).
 BU1096
 BU1096.The modeled gravity was interpolated from observed gravity values.
 BU1096
 BU1096;                    North         East    Units  Estimated Accuracy
 BU1096;SPC AL W     -   201,050.      642,470.      MT  (+/- 180 meters Scaled)
 BU1096
 BU1096                          SUPERSEDED SURVEY CONTROL
 BU1096
 BU1096  NGVD 29 (??/??/92)   87.242  (m)          286.23   (f) ADJ UNCH    2 0
 BU1096
 BU1096.Superseded values are not recommended for survey control.
 BU1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1096.See file dsdata.txt to determine how the superseded data were derived.
 BU1096
 BU1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA951196(NAD 83)
 BU1096_MARKER: DB = BENCH MARK DISK
 BU1096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1096_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1096_STAMPING: A 354 1951
 BU1096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1096+STABILITY: SURFACE MOTION
 BU1096
 BU1096  HISTORY     - Date     Condition        Report By
 BU1096  HISTORY     - 1951     MONUMENTED       CGS
 BU1096
 BU1096                          STATION DESCRIPTION
 BU1096
 BU1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1096'4.25 MI SE FROM MCWILLIAMS.
 BU1096'ABOUT 0.35 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU1096'FROM THE STATION AT MCWILLIAMS, THENCE ABOUT 2.1 MILES SOUTHEAST AND
 BU1096'NORTHEAST ALONG A GRADED ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG A
 BU1096'GRAVEL ROAD, THENCE ABOUT 0.25 MILE EAST ALONG A PRIVATE ROAD, THENCE
 BU1096'ABOUT 0.55 MILE SOUTH ALONG A DIRT ROAD, ABOUT 0.55 MILE SOUTH OF A
 BU1096'LARGE FARM HOUSE, ABOUT 0.55 MILE NORTHWEST OF A 50-FOOT WOODEN BRIDGE
 BU1096'OVER BEAR CREEK, 38 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 121
 BU1096'FEET WEST OF THE WEST CORNER OF A 6-FOOT WOODEN BRIDGE, 23 FEET
 BU1096'NORTHWEST OF A 40-INCH WHITE OAK TREE, 39 FEET SOUTH-SOUTHEAST OF A
 BU1096'24-INCH BLACK OAK TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 BU1096'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU1096'PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE INTERSECTION
 BU1096'OF STATE HIGHWAY 47 AT OLD TEXAS BY GOING ABOUT 2.25 MILES NORTHWEST
 BU1096'AND NORTH ALONG A GRAVEL ROAD, THENCE ABOUT 2.45 MILES WEST AND
 BU1096'NORTHWEST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1053 ***********************************************************************
 BU1053  DESIGNATION -  A 355
 BU1053  PID         -  BU1053
 BU1053  STATE/COUNTY-  AL/MONROE
 BU1053  USGS QUAD   -  BEATRICE (1981)
 BU1053
 BU1053                         *CURRENT SURVEY CONTROL
 BU1053  ___________________________________________________________________
 BU1053* NAD 83(1986)-  31 38 39.     (N)    087 10 57.     (W)     SCALED    
 BU1053* NAVD 88     -       108.382  (meters)     355.58   (feet)  ADJUSTED  
 BU1053  ___________________________________________________________________
 BU1053  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BU1053  DYNAMIC HT  -         108.250 (meters)     355.15  (feet)  COMP
 BU1053  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BU1053
 BU1053  VERT ORDER  -  SECOND    CLASS 0
 BU1053
 BU1053.The horizontal coordinates were scaled from a topographic map and have
 BU1053.an estimated accuracy of +/- 6 seconds.
 BU1053
 BU1053.The orthometric height was determined by differential leveling
 BU1053.and adjusted by the National Geodetic Survey in June 1991..
 BU1053
 BU1053.The geoid height was determined by GEOID03.
 BU1053
 BU1053.The dynamic height is computed by dividing the NAVD 88
 BU1053.geopotential number by the normal gravity value computed on the
 BU1053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1053.degrees latitude (g = 980.6199 gals.).
 BU1053
 BU1053.The modeled gravity was interpolated from observed gravity values.
 BU1053
 BU1053;                    North         East    Units  Estimated Accuracy
 BU1053;SPC AL W     -   182,320.      630,120.      MT  (+/- 180 meters Scaled)
 BU1053
 BU1053                          SUPERSEDED SURVEY CONTROL
 BU1053
 BU1053  NGVD 29 (??/??/92)  108.363  (m)          355.52   (f) ADJ UNCH    2 0
 BU1053
 BU1053.Superseded values are not recommended for survey control.
 BU1053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1053.See file dsdata.txt to determine how the superseded data were derived.
 BU1053
 BU1053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA826010(NAD 83)
 BU1053_MARKER: DB = BENCH MARK DISK
 BU1053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1053_STAMPING: A 355 1951
 BU1053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1053+STABILITY: SURFACE MOTION
 BU1053
 BU1053  HISTORY     - Date     Condition        Report By
 BU1053  HISTORY     - 1951     MONUMENTED       CGS
 BU1053
 BU1053                          STATION DESCRIPTION
 BU1053
 BU1053'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1053'2.75 MI W FROM PINE ORCHARD.
 BU1053'ABOUT 2.75 MILES WEST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH AT
 BU1053'PINE ORCHARD, ABOUT 0.4 MILE EAST OF A SIDE ROAD SOUTHWEST AND A DRIVE
 BU1053'SOUTHEAST TO A CHURCH AND SCHOOL, ABOUT 0.75 MILE WEST OF A CROSSROAD,
 BU1053'AT THE JUNCTION OF A ROAD NORTH, 51 FEET NORTH OF THE CENTER LINE OF
 BU1053'THE ROAD, 29 FEET WEST OF THE CENTER LINE OF ROAD NORTH, 31 1/2 FEET
 BU1053'NORTHWEST OF THE WEST END OF AN 18-INCH PIPE CULVERT UNDER ROAD NORTH,
 BU1053'7 FEET WEST OF A 4-INCH PINE TREE IN FENCE LINE, 2 FEET SOUTHWEST OF A
 BU1053'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 BU1053'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0660 ***********************************************************************
 BU0660  DESIGNATION -  A 356
 BU0660  PID         -  BU0660
 BU0660  STATE/COUNTY-  AL/BUTLER
 BU0660  USGS QUAD   -  BETHEL (1971)
 BU0660
 BU0660                         *CURRENT SURVEY CONTROL
 BU0660  ___________________________________________________________________
 BU0660* NAD 83(1986)-  31 40 31.     (N)    086 53 55.     (W)     SCALED    
 BU0660* NAVD 88     -       102.655  (meters)     336.79   (feet)  ADJUSTED  
 BU0660  ___________________________________________________________________
 BU0660  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BU0660  DYNAMIC HT  -         102.530 (meters)     336.38  (feet)  COMP
 BU0660  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 BU0660
 BU0660  VERT ORDER  -  SECOND    CLASS 0
 BU0660
 BU0660.The horizontal coordinates were scaled from a topographic map and have
 BU0660.an estimated accuracy of +/- 6 seconds.
 BU0660
 BU0660.The orthometric height was determined by differential leveling
 BU0660.and adjusted by the National Geodetic Survey in June 1991..
 BU0660
 BU0660.The geoid height was determined by GEOID03.
 BU0660
 BU0660.The dynamic height is computed by dividing the NAVD 88
 BU0660.geopotential number by the normal gravity value computed on the
 BU0660.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0660.degrees latitude (g = 980.6199 gals.).
 BU0660
 BU0660.The modeled gravity was interpolated from observed gravity values.
 BU0660
 BU0660;                    North         East    Units  Estimated Accuracy
 BU0660;SPC AL W     -   185,880.      657,020.      MT  (+/- 180 meters Scaled)
 BU0660
 BU0660                          SUPERSEDED SURVEY CONTROL
 BU0660
 BU0660  NGVD 29 (??/??/92)  102.642  (m)          336.75   (f) ADJ UNCH    2 0
 BU0660
 BU0660.Superseded values are not recommended for survey control.
 BU0660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0660.See file dsdata.txt to determine how the superseded data were derived.
 BU0660
 BU0660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA096044(NAD 83)
 BU0660_MARKER: DB = BENCH MARK DISK
 BU0660_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0660_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0660_STAMPING: A 356 1951
 BU0660_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0660+STABILITY: SURFACE MOTION
 BU0660
 BU0660  HISTORY     - Date     Condition        Report By
 BU0660  HISTORY     - 1951     MONUMENTED       CGS
 BU0660
 BU0660                          STATION DESCRIPTION
 BU0660
 BU0660'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0660'4.75 MI W FROM STARLINGTON.
 BU0660'4.0 MILES WEST ALONG STATE HIGHWAY 106 FROM THE SCHOOL AT STARLINGTON,
 BU0660'THENCE ABOUT 0.75 MILE WEST ALONG A DIRT ROAD, ABOUT 0.75 MILE WEST
 BU0660'ALONG DIRT ROAD FROM JUNCTION OF ROAD SOUTH AND CURVE IN HIGHWAY WITH
 BU0660'TANGENTS EXTENDING EAST AND NORTH, ABOUT 0.5 MILE EAST OF A CROSSROAD
 BU0660'AND THE BUTLER-CONECUH COUNTY LINE, ABOUT 0.35 MILE WEST OF A SMALL
 BU0660'WOODEN BRIDGE, ABOUT 0.1 MILE WEST OF THE TOP OF A GRADE, 31 1/2 FEET
 BU0660'SOUTH OF THE CENTER LINE OF THE ROAD, 73 FEET SOUTHWEST OF THE CENTER
 BU0660'OF THE JUNCTION OF A DIM ROAD NORTH, 17 FEET EAST-SOUTHEAST OF A
 BU0660'28-INCH OAK TREE, 71 FEET WEST-SOUTHWEST OF A FENCE CORNER, 12 FEET
 BU0660'NORTHWEST OF THE CENTER OF A TRAIL LEADING SOUTHWEST, 2 FEET WEST OF A
 BU0660'WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE
 BU0660'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0638 ***********************************************************************
 BU0638  DESIGNATION -  A 357
 BU0638  PID         -  BU0638
 BU0638  STATE/COUNTY-  AL/CONECUH
 BU0638  USGS QUAD   -  LYEFFION (1986)
 BU0638
 BU0638                         *CURRENT SURVEY CONTROL
 BU0638  ___________________________________________________________________
 BU0638* NAD 83(1986)-  31 37 04.     (N)    086 55 37.     (W)     SCALED    
 BU0638* NAVD 88     -        94.861  (meters)     311.22   (feet)  ADJUSTED  
 BU0638  ___________________________________________________________________
 BU0638  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BU0638  DYNAMIC HT  -          94.745 (meters)     310.84  (feet)  COMP
 BU0638  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BU0638
 BU0638  VERT ORDER  -  SECOND    CLASS 0
 BU0638
 BU0638.The horizontal coordinates were scaled from a topographic map and have
 BU0638.an estimated accuracy of +/- 6 seconds.
 BU0638
 BU0638.The orthometric height was determined by differential leveling
 BU0638.and adjusted by the National Geodetic Survey in June 1991..
 BU0638
 BU0638.The geoid height was determined by GEOID03.
 BU0638
 BU0638.The dynamic height is computed by dividing the NAVD 88
 BU0638.geopotential number by the normal gravity value computed on the
 BU0638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0638.degrees latitude (g = 980.6199 gals.).
 BU0638
 BU0638.The modeled gravity was interpolated from observed gravity values.
 BU0638
 BU0638;                    North         East    Units  Estimated Accuracy
 BU0638;SPC AL W     -   179,490.      654,370.      MT  (+/- 180 meters Scaled)
 BU0638
 BU0638                          SUPERSEDED SURVEY CONTROL
 BU0638
 BU0638  NGVD 29 (??/??/92)   94.852  (m)          311.19   (f) ADJ UNCH    2 0
 BU0638
 BU0638.Superseded values are not recommended for survey control.
 BU0638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0638.See file dsdata.txt to determine how the superseded data were derived.
 BU0638
 BU0638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV069980(NAD 83)
 BU0638_MARKER: DB = BENCH MARK DISK
 BU0638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0638_STAMPING: A 357 1951
 BU0638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0638+STABILITY: SURFACE MOTION
 BU0638
 BU0638  HISTORY     - Date     Condition        Report By
 BU0638  HISTORY     - 1951     MONUMENTED       CGS
 BU0638
 BU0638                          STATION DESCRIPTION
 BU0638
 BU0638'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0638'8.3 MI NW FROM GARLAND.
 BU0638'3.15 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DEANS STORE
 BU0638'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT GARLAND, THENCE
 BU0638'ABOUT 3.8 MILES WEST AND NORTHWEST ALONG A DIRT ROAD, THENCE ABOUT
 BU0638'1.35 MILES NORTH ALONG A BLACK TOP ROAD, ABOUT 1.1 MILES SOUTH OF
 BU0638'CONCORD CEMETERY, 44 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD ON
 BU0638'THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, 87
 BU0638'FEET SOUTHWEST AND ACROSS THE BLACK TOP ROAD FROM THE FIRST POWER POLE
 BU0638'SOUTH OF A POLE WITH TRANSFORMER, 18 FEET SOUTH OF A POWER LINE BRACE
 BU0638'POLE, ABOUT IN LINE WITH THE EXTENDED CENTER LINE OF NORTH TANGENT OF
 BU0638'ROAD, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU0638'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1446 ***********************************************************************
 BU1446  DESIGNATION -  A 358
 BU1446  PID         -  BU1446
 BU1446  STATE/COUNTY-  AL/CONECUH
 BU1446  USGS QUAD   -  BELLEVILLE (1971)
 BU1446
 BU1446                         *CURRENT SURVEY CONTROL
 BU1446  ___________________________________________________________________
 BU1446* NAD 83(1986)-  31 29 44.     (N)    087 07 13.     (W)     SCALED    
 BU1446* NAVD 88     -       126.013  (meters)     413.43   (feet)  ADJUSTED  
 BU1446  ___________________________________________________________________
 BU1446  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BU1446  DYNAMIC HT  -         125.857 (meters)     412.92  (feet)  COMP
 BU1446  MODELED GRAV-     979,397.5   (mgal)                       NAVD 88
 BU1446
 BU1446  VERT ORDER  -  SECOND    CLASS 0
 BU1446
 BU1446.The horizontal coordinates were scaled from a topographic map and have
 BU1446.an estimated accuracy of +/- 6 seconds.
 BU1446
 BU1446.The orthometric height was determined by differential leveling
 BU1446.and adjusted by the National Geodetic Survey in June 1991..
 BU1446
 BU1446.The geoid height was determined by GEOID03.
 BU1446
 BU1446.The dynamic height is computed by dividing the NAVD 88
 BU1446.geopotential number by the normal gravity value computed on the
 BU1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1446.degrees latitude (g = 980.6199 gals.).
 BU1446
 BU1446.The modeled gravity was interpolated from observed gravity values.
 BU1446
 BU1446;                    North         East    Units  Estimated Accuracy
 BU1446;SPC AL W     -   165,860.      636,070.      MT  (+/- 180 meters Scaled)
 BU1446
 BU1446                          SUPERSEDED SURVEY CONTROL
 BU1446
 BU1446  NGVD 29 (??/??/92)  126.003  (m)          413.39   (f) ADJ UNCH    2 0
 BU1446
 BU1446.Superseded values are not recommended for survey control.
 BU1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1446.See file dsdata.txt to determine how the superseded data were derived.
 BU1446
 BU1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV885845(NAD 83)
 BU1446_MARKER: DB = BENCH MARK DISK
 BU1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1446_STAMPING: A 358 1951
 BU1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1446+STABILITY: SURFACE MOTION
 BU1446
 BU1446  HISTORY     - Date     Condition        Report By
 BU1446  HISTORY     - 1951     MONUMENTED       CGS
 BU1446
 BU1446                          STATION DESCRIPTION
 BU1446
 BU1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1446'IN BRANTLEYS CROSSROADS.
 BU1446'AT BRANTLEYS CROSSROADS, ABOUT 125 YARDS SOUTHWEST OF CENTER OF
 BU1446'CROSSROAD (SOUTH TO BELLEVILLE), ABOUT 125 YARDS SOUTHWEST AND ACROSS
 BU1446'BLACK TOP ROAD FROM DAVIS-HIGDN STORE, 40 FEET SOUTHEAST OF THE CENTER
 BU1446'LINE OF THE BLACK TOP ROAD, 1 FOOT NORTHWEST OF A WIRE FENCE, 38 FEET
 BU1446'NORTHEAST OF A 24-INCH RED OAK TREE, 171 FEET SOUTHWEST OF A POWER
 BU1446'POLE, 148 FEET SOUTHWEST OF THE SOUTHWEST BRICK GATE POST OF A DRIVE
 BU1446'SOUTHEAST TO A RANCE STYLE BRICK HOUSE, ABOUT 1 FOOT BELOW THE ROAD
 BU1446'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0379 ***********************************************************************
 BU0379  DESIGNATION -  A 359
 BU0379  PID         -  BU0379
 BU0379  STATE/COUNTY-  AL/CONECUH
 BU0379  USGS QUAD   -  EVERGREEN (1982)
 BU0379
 BU0379                         *CURRENT SURVEY CONTROL
 BU0379  ___________________________________________________________________
 BU0379* NAD 83(1986)-  31 28 15.     (N)    086 59 48.     (W)     SCALED    
 BU0379* NAVD 88     -        75.590  (meters)     248.00   (feet)  ADJUSTED  
 BU0379  ___________________________________________________________________
 BU0379  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BU0379  DYNAMIC HT  -          75.496 (meters)     247.69  (feet)  COMP
 BU0379  MODELED GRAV-     979,402.4   (mgal)                       NAVD 88
 BU0379
 BU0379  VERT ORDER  -  SECOND    CLASS 0
 BU0379
 BU0379.The horizontal coordinates were scaled from a topographic map and have
 BU0379.an estimated accuracy of +/- 6 seconds.
 BU0379
 BU0379.The orthometric height was determined by differential leveling
 BU0379.and adjusted by the National Geodetic Survey in June 1991..
 BU0379
 BU0379.The geoid height was determined by GEOID03.
 BU0379
 BU0379.The dynamic height is computed by dividing the NAVD 88
 BU0379.geopotential number by the normal gravity value computed on the
 BU0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0379.degrees latitude (g = 980.6199 gals.).
 BU0379
 BU0379.The modeled gravity was interpolated from observed gravity values.
 BU0379
 BU0379;                    North         East    Units  Estimated Accuracy
 BU0379;SPC AL W     -   163,160.      647,830.      MT  (+/- 180 meters Scaled)
 BU0379
 BU0379                          SUPERSEDED SURVEY CONTROL
 BU0379
 BU0379  NGVD 29 (??/??/92)   75.589  (m)          247.99   (f) ADJ UNCH    2 0
 BU0379
 BU0379.Superseded values are not recommended for survey control.
 BU0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0379.See file dsdata.txt to determine how the superseded data were derived.
 BU0379
 BU0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV003817(NAD 83)
 BU0379_MARKER: DB = BENCH MARK DISK
 BU0379_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0379_SP_SET: CULVERT
 BU0379_STAMPING: A 359 1951
 BU0379_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0379
 BU0379  HISTORY     - Date     Condition        Report By
 BU0379  HISTORY     - 1951     MONUMENTED       CGS
 BU0379
 BU0379                          STATION DESCRIPTION
 BU0379
 BU0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0379'3.95 MI NW FROM EVERGREEN.
 BU0379'3.95 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 BU0379'EVERGREEN, AT THE BOTTOM OF GRADES, ABOUT 0.5 MILE NORTHWEST OF A
 BU0379'CONCRETE BRIDGE OVER A CREEK, SET IN THE TOP OF THE SOUTHEAST END OF
 BU0379'THE SOUTHWEST HEAD WALL OF A DOUBLE 10-FOOT CONCRETE CULVERT, 21 FEET
 BU0379'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 EET BELOW THE
 BU0379'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0363 ***********************************************************************
 DH0363  DESIGNATION -  A 36
 DH0363  PID         -  DH0363
 DH0363  STATE/COUNTY-  AL/SHELBY
 DH0363  USGS QUAD   -  HARPERSVILLE (1972)
 DH0363
 DH0363                         *CURRENT SURVEY CONTROL
 DH0363  ___________________________________________________________________
 DH0363* NAD 83(1986)-  33 20 20.     (N)    086 27 56.     (W)     SCALED    
 DH0363* NAVD 88     -       140.158  (meters)     459.83   (feet)  ADJUSTED  
 DH0363  ___________________________________________________________________
 DH0363  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0363  DYNAMIC HT  -         140.004 (meters)     459.33  (feet)  COMP
 DH0363  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 DH0363
 DH0363  VERT ORDER  -  SECOND    CLASS 0
 DH0363
 DH0363.The horizontal coordinates were scaled from a topographic map and have
 DH0363.an estimated accuracy of +/- 6 seconds.
 DH0363
 DH0363.The orthometric height was determined by differential leveling
 DH0363.and adjusted by the National Geodetic Survey in June 1991..
 DH0363
 DH0363.The geoid height was determined by GEOID03.
 DH0363
 DH0363.The dynamic height is computed by dividing the NAVD 88
 DH0363.geopotential number by the normal gravity value computed on the
 DH0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0363.degrees latitude (g = 980.6199 gals.).
 DH0363
 DH0363.The modeled gravity was interpolated from observed gravity values.
 DH0363
 DH0363;                    North         East    Units  Estimated Accuracy
 DH0363;SPC AL W     -   370,670.      696,300.      MT  (+/- 180 meters Scaled)
 DH0363
 DH0363                          SUPERSEDED SURVEY CONTROL
 DH0363
 DH0363  NGVD 29 (??/??/92)  140.116  (m)          459.70   (f) ADJ UNCH    2 0
 DH0363
 DH0363.Superseded values are not recommended for survey control.
 DH0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0363.See file dsdata.txt to determine how the superseded data were derived.
 DH0363
 DH0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB497889(NAD 83)
 DH0363_MARKER: DB = BENCH MARK DISK
 DH0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0363_STAMPING: A-36--1934
 DH0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0363+STABILITY: SURFACE MOTION
 DH0363
 DH0363  HISTORY     - Date     Condition        Report By
 DH0363  HISTORY     - 1934     MONUMENTED       CGS
 DH0363
 DH0363                          STATION DESCRIPTION
 DH0363
 DH0363'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0363'4.4 MI SW FROM VINCENT.
 DH0363'IS LOCATED 4.4 MILES SOUTHWEST OF THE RWY. STATION AT VINCENT.  250
 DH0363'YARDS EAST OF MILE POST NO. 402.  156 YARDS EAST OF A 4 X 6 FT.
 DH0363'CONCRETE CULVERT UNDER A.B. AND C. TRACK.  53 FT. NORTH OF
 DH0363'INTERSECTION OF CENTERLINES OF TRACK AND A FARM ROAD THAT CROSSES
 DH0363'TRACK.  48 FT. NORTH OF NORTH RAIL OF TRACK.  STANDARD TABLET SET IN
 DH0363'TOP OF A CONCRETE POST 3 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1040 ***********************************************************************
 EF1040  DESIGNATION -  A 360
 EF1040  PID         -  EF1040
 EF1040  STATE/COUNTY-  AL/COLBERT
 EF1040  USGS QUAD   -  CHEROKEE (1988)
 EF1040
 EF1040                         *CURRENT SURVEY CONTROL
 EF1040  ___________________________________________________________________
 EF1040* NAD 83(1986)-  34 48 52.     (N)    087 57 41.     (W)     SCALED    
 EF1040* NAVD 88     -       156.805  (meters)     514.45   (feet)  POSTED    
 EF1040  ___________________________________________________________________
 EF1040  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EF1040  DYNAMIC HT  -         156.660 (meters)     513.98  (feet)  COMP
 EF1040  MODELED GRAV-     979,676.6   (mgal)                       NAVD 88
 EF1040
 EF1040  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EF1040
 EF1040.The horizontal coordinates were scaled from a topographic map and have
 EF1040.an estimated accuracy of +/- 6 seconds.
 EF1040
 EF1040.The orthometric height was determined by differential leveling
 EF1040.and adjusted by the National Geodetic Survey in 1992..
 EF1040.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EF1040.rate of 2.1 thru 3.0 mm/km.
 EF1040
 EF1040.The geoid height was determined by GEOID03.
 EF1040
 EF1040.The dynamic height is computed by dividing the NAVD 88
 EF1040.geopotential number by the normal gravity value computed on the
 EF1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1040.degrees latitude (g = 980.6199 gals.).
 EF1040
 EF1040.The modeled gravity was interpolated from observed gravity values.
 EF1040
 EF1040;                    North         East    Units  Estimated Accuracy
 EF1040;SPC AL W     -   533,960.      557,790.      MT  (+/- 180 meters Scaled)
 EF1040
 EF1040                          SUPERSEDED SURVEY CONTROL
 EF1040
 EF1040  NGVD 29 (??/??/92)  156.801  (m)          514.44   (f) ADJ UNCH    1 2
 EF1040
 EF1040.Superseded values are not recommended for survey control.
 EF1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1040.See file dsdata.txt to determine how the superseded data were derived.
 EF1040
 EF1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD120528(NAD 83)
 EF1040_MARKER: DB = BENCH MARK DISK
 EF1040_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF1040_SP_SET: CULVERT
 EF1040_STAMPING: A 360 1959
 EF1040_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1040
 EF1040  HISTORY     - Date     Condition        Report By
 EF1040  HISTORY     - 1959     MONUMENTED       CGS
 EF1040
 EF1040                          STATION DESCRIPTION
 EF1040
 EF1040'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EF1040'4.1 MI N FROM CHEROKEE.
 EF1040'ABOUT 4.1 MILES NORTH ALONG COUNTY ROAD 15 FROM THE CROSSING OF THE
 EF1040'SOUTHERN RAILWAY AT CHEROKEE, 0.05 MILE SOUTH OF THE JUNCTION OF A
 EF1040'BLACK TOP ROAD LEADING NORTHEAST TO MOONTOWN CHURCH AND ALSO A TWO
 EF1040'STORY RED BRICK HOUSE WEST OF THE ROAD, IN S 11 - T 3 S - R 14 W, AT
 EF1040'THE BOTTOM OF A DIP IN HIGHWAY, 12 1/2 FEET WEST OF THE CENTER LINE OF
 EF1040'THE ROAD, 82 FEET NORTHEAST OF A TELEPHONE POLE, IN TOP OF THE NORTH
 EF1040'END OF THE WEST CONCRETE HEAD WALL FOR A 8-FOOT STONE MASONRY CULVERT
 EF1040'OVER MOON SPRINGS BRANCH, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0969 ***********************************************************************
 BU0969  DESIGNATION -  A 361
 BU0969  PID         -  BU0969
 BU0969  STATE/COUNTY-  AL/MONROE
 BU0969  USGS QUAD   -  NATCHEZ (1972)
 BU0969
 BU0969                         *CURRENT SURVEY CONTROL
 BU0969  ___________________________________________________________________
 BU0969* NAD 83(1986)-  31 40 33.     (N)    087 17 13.     (W)     SCALED    
 BU0969* NAVD 88     -       114.356  (meters)     375.18   (feet)  ADJUSTED  
 BU0969  ___________________________________________________________________
 BU0969  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BU0969  DYNAMIC HT  -         114.218 (meters)     374.73  (feet)  COMP
 BU0969  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 BU0969
 BU0969  VERT ORDER  -  SECOND    CLASS 0
 BU0969
 BU0969.The horizontal coordinates were scaled from a topographic map and have
 BU0969.an estimated accuracy of +/- 6 seconds.
 BU0969
 BU0969.The orthometric height was determined by differential leveling
 BU0969.and adjusted by the National Geodetic Survey in June 1991..
 BU0969
 BU0969.The geoid height was determined by GEOID03.
 BU0969
 BU0969.The dynamic height is computed by dividing the NAVD 88
 BU0969.geopotential number by the normal gravity value computed on the
 BU0969.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0969.degrees latitude (g = 980.6199 gals.).
 BU0969
 BU0969.The modeled gravity was interpolated from observed gravity values.
 BU0969
 BU0969;                    North         East    Units  Estimated Accuracy
 BU0969;SPC AL W     -   185,800.      620,200.      MT  (+/- 180 meters Scaled)
 BU0969
 BU0969                          SUPERSEDED SURVEY CONTROL
 BU0969
 BU0969  NGVD 29 (??/??/92)  114.332  (m)          375.10   (f) ADJ UNCH    2 0
 BU0969
 BU0969.Superseded values are not recommended for survey control.
 BU0969.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0969.See file dsdata.txt to determine how the superseded data were derived.
 BU0969
 BU0969_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA728045(NAD 83)
 BU0969_MARKER: DB = BENCH MARK DISK
 BU0969_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0969_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0969_STAMPING: A 361 1951
 BU0969_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0969+STABILITY: SURFACE MOTION
 BU0969
 BU0969  HISTORY     - Date     Condition        Report By
 BU0969  HISTORY     - 1951     MONUMENTED       CGS
 BU0969  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU0969
 BU0969                          STATION DESCRIPTION
 BU0969
 BU0969'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0969'5.15 MI E FROM KEITH.
 BU0969'ABOUT 5.15 MILES SOUTHEAST AND EAST ALONG A GRAVEL ROAD FROM THE
 BU0969'CROSSING OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD AT KEITH, ABOUT
 BU0969'0.9 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD NORTH (TRUCK TRAIL
 BU0969'G-63), ABOUT 1.05 MILES WEST OF THE CHURCH AND CEMETERY AT SCOTLAND,
 BU0969'SET ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND
 BU0969'SOUTHEAST, 42 FEET NORTH OF THE CENTER LINE OF THE ROAD, 26 FEET
 BU0969'NORTHWEST OF THE CENTER LINE OF A DIM ROAD LEADING NORTHEAST, 26 FEET
 BU0969'EAST OF THE CENTER LINE OF A DIM ROAD NORTH, 23 FEET NORTHEAST OF A
 BU0969'TWIN SCRUB OAK TREE, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 BU0969'A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM
 BU0969'THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT TUNNEL SPRINGS BY
 BU0969'GOING ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 47, THENCE ABOUT
 BU0969'0.7 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.65 MILES
 BU0969'NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.9 MILES WEST ALONG A
 BU0969'GRAVEL ROAD.
 BU0969
 BU0969                          STATION RECOVERY (1972)
 BU0969
 BU0969'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU0969'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0883 ***********************************************************************
 BU0883  DESIGNATION -  A 362
 BU0883  PID         -  BU0883
 BU0883  STATE/COUNTY-  AL/MONROE
 BU0883  USGS QUAD   -  FRANKLIN (1981)
 BU0883
 BU0883                         *CURRENT SURVEY CONTROL
 BU0883  ___________________________________________________________________
 BU0883* NAD 83(1986)-  31 43 34.     (N)    087 24 47.     (W)     SCALED    
 BU0883* NAVD 88     -       105.266  (meters)     345.36   (feet)  ADJUSTED  
 BU0883  ___________________________________________________________________
 BU0883  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BU0883  DYNAMIC HT  -         105.138 (meters)     344.94  (feet)  COMP
 BU0883  MODELED GRAV-     979,422.5   (mgal)                       NAVD 88
 BU0883
 BU0883  VERT ORDER  -  SECOND    CLASS 0
 BU0883
 BU0883.The horizontal coordinates were scaled from a topographic map and have
 BU0883.an estimated accuracy of +/- 6 seconds.
 BU0883
 BU0883.The orthometric height was determined by differential leveling
 BU0883.and adjusted by the National Geodetic Survey in June 1991..
 BU0883
 BU0883.The geoid height was determined by GEOID03.
 BU0883
 BU0883.The dynamic height is computed by dividing the NAVD 88
 BU0883.geopotential number by the normal gravity value computed on the
 BU0883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0883.degrees latitude (g = 980.6199 gals.).
 BU0883
 BU0883.The modeled gravity was interpolated from observed gravity values.
 BU0883
 BU0883;                    North         East    Units  Estimated Accuracy
 BU0883;SPC AL W     -   191,360.      608,240.      MT  (+/- 180 meters Scaled)
 BU0883
 BU0883                          SUPERSEDED SURVEY CONTROL
 BU0883
 BU0883  NGVD 29 (??/??/92)  105.236  (m)          345.26   (f) ADJ UNCH    2 0
 BU0883
 BU0883.Superseded values are not recommended for survey control.
 BU0883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0883.See file dsdata.txt to determine how the superseded data were derived.
 BU0883
 BU0883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA608101(NAD 83)
 BU0883_MARKER: DB = BENCH MARK DISK
 BU0883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0883_STAMPING: A 362 1951
 BU0883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0883+STABILITY: SURFACE MOTION
 BU0883
 BU0883  HISTORY     - Date     Condition        Report By
 BU0883  HISTORY     - 1951     MONUMENTED       CGS
 BU0883
 BU0883                          STATION DESCRIPTION
 BU0883
 BU0883'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0883'0.9 MI N FROM FRANKLIN.
 BU0883'ABOUT 0.9 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE METHODIST CHURCH
 BU0883'AT FRANKLIN, SET IN THE SOUTHWEST CORNER OF A GRAVEL ROAD CROSSING, 41
 BU0883'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 39  FEET SOUTH OF THE
 BU0883'CENTER LINE OF ROAD WEST, 2 FEET SOUTH OF A POWER POLE (NO. 2 BB 51),
 BU0883'2 FEET NORTH OF A HIGHWAY R/W MARKER POST, ABOUT 2 FEET ABOVE THE
 BU0883'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1012 ***********************************************************************
 BU1012  DESIGNATION -  A 363
 BU1012  PID         -  BU1012
 BU1012  STATE/COUNTY-  AL/CONECUH
 BU1012  USGS QUAD   -  BURNT CORN (1971)
 BU1012
 BU1012                         *CURRENT SURVEY CONTROL
 BU1012  ___________________________________________________________________
 BU1012* NAD 83(1986)-  31 31 13.     (N)    087 09 52.     (W)     SCALED    
 BU1012* NAVD 88     -       120.706  (meters)     396.02   (feet)  ADJUSTED  
 BU1012  ___________________________________________________________________
 BU1012  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BU1012  DYNAMIC HT  -         120.556 (meters)     395.52  (feet)  COMP
 BU1012  MODELED GRAV-     979,403.8   (mgal)                       NAVD 88
 BU1012
 BU1012  VERT ORDER  -  SECOND    CLASS 0
 BU1012
 BU1012.The horizontal coordinates were scaled from a topographic map and have
 BU1012.an estimated accuracy of +/- 6 seconds.
 BU1012
 BU1012.The orthometric height was determined by differential leveling
 BU1012.and adjusted by the National Geodetic Survey in June 1991..
 BU1012
 BU1012.The geoid height was determined by GEOID03.
 BU1012
 BU1012.The dynamic height is computed by dividing the NAVD 88
 BU1012.geopotential number by the normal gravity value computed on the
 BU1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1012.degrees latitude (g = 980.6199 gals.).
 BU1012
 BU1012.The modeled gravity was interpolated from observed gravity values.
 BU1012
 BU1012;                    North         East    Units  Estimated Accuracy
 BU1012;SPC AL W     -   168,580.      631,870.      MT  (+/- 180 meters Scaled)
 BU1012
 BU1012                          SUPERSEDED SURVEY CONTROL
 BU1012
 BU1012  NGVD 29 (??/??/92)  120.690  (m)          395.96   (f) ADJ UNCH    2 0
 BU1012
 BU1012.Superseded values are not recommended for survey control.
 BU1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1012.See file dsdata.txt to determine how the superseded data were derived.
 BU1012
 BU1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV843872(NAD 83)
 BU1012_MARKER: DB = BENCH MARK DISK
 BU1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1012_STAMPING: A 363 1951
 BU1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1012+STABILITY: SURFACE MOTION
 BU1012
 BU1012  HISTORY     - Date     Condition        Report By
 BU1012  HISTORY     - 1951     MONUMENTED       CGS
 BU1012
 BU1012                          STATION DESCRIPTION
 BU1012
 BU1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1012'2.7 MI NE FROM BERMUDA.
 BU1012'ABOUT 2.7 MILES NORTHEAST ALONG THE MONROE-CONECUH COUNTY LINE ROAD
 BU1012'FROM THE METHODIST CHURCH AND CEMETERY AT BERMUDA, ABOUT 1.05 MILES
 BU1012'SOUTHWEST OF THE JUNCTION OF A ROAD WEST, SET ON THE OUTSIDE OF AND
 BU1012'NEAR THE NORTH END OF A LONG CURVE WITH TANGENTS EXTENDING NORTH AND
 BU1012'SOUTHWEST, AT THE JUNCTION OF A NARROW ROAD LEADING SOUTHEAST, 27 FEET
 BU1012'EAST OF THE CENTER LINE OF ROAD, 17 FEET NORTHEAST OF ROAD SOUTHEAST,
 BU1012'10 FEET SOUTH OF A 14-INCH SWEET GUM TREE, ABOUT LEVEL WITH THE ROAD
 BU1012'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES. NOTE--MARK
 BU1012'MAY BE REACHED FROM THE METHODIST CHURCH AT BURNT CORN BY GOING ABOUT
 BU1012'0.5 MILE SOUTHWEST ALONG A BLACK TOP ROAD FOLLOWING MONROE-CONECUH
 BU1012'COUNTY LINE, THENCE ABOUT 1.75 MILES SOUTHWEST ALONG A GRAVEL ROAD
 BU1012'FOLLOWING COUNTY LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1558 ***********************************************************************
 BU1558  DESIGNATION -  A 364
 BU1558  PID         -  BU1558
 BU1558  STATE/COUNTY-  AL/CLARKE
 BU1558  USGS QUAD   -  WHATLEY (1972)
 BU1558
 BU1558                         *CURRENT SURVEY CONTROL
 BU1558  ___________________________________________________________________
 BU1558* NAD 83(1986)-  31 44 59.     (N)    087 42 04.     (W)     SCALED    
 BU1558* NAVD 88     -        64.914  (meters)     212.97   (feet)  ADJUSTED  
 BU1558  ___________________________________________________________________
 BU1558  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU1558  DYNAMIC HT  -          64.835 (meters)     212.71  (feet)  COMP
 BU1558  MODELED GRAV-     979,431.6   (mgal)                       NAVD 88
 BU1558
 BU1558  VERT ORDER  -  FIRST     CLASS II
 BU1558
 BU1558.The horizontal coordinates were scaled from a topographic map and have
 BU1558.an estimated accuracy of +/- 6 seconds.
 BU1558
 BU1558.The orthometric height was determined by differential leveling
 BU1558.and adjusted by the National Geodetic Survey in June 1991..
 BU1558
 BU1558.The geoid height was determined by GEOID03.
 BU1558
 BU1558.The dynamic height is computed by dividing the NAVD 88
 BU1558.geopotential number by the normal gravity value computed on the
 BU1558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1558.degrees latitude (g = 980.6199 gals.).
 BU1558
 BU1558.The modeled gravity was interpolated from observed gravity values.
 BU1558
 BU1558;                    North         East    Units  Estimated Accuracy
 BU1558;SPC AL W     -   193,990.      580,950.      MT  (+/- 180 meters Scaled)
 BU1558
 BU1558                          SUPERSEDED SURVEY CONTROL
 BU1558
 BU1558  NGVD 29 (??/??/92)   64.876  (m)          212.85   (f) ADJ UNCH    1 2
 BU1558
 BU1558.Superseded values are not recommended for survey control.
 BU1558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1558.See file dsdata.txt to determine how the superseded data were derived.
 BU1558
 BU1558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA335129(NAD 83)
 BU1558_MARKER: DB = BENCH MARK DISK
 BU1558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1558_STAMPING: A 364 1951
 BU1558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1558+STABILITY: SURFACE MOTION
 BU1558
 BU1558  HISTORY     - Date     Condition        Report By
 BU1558  HISTORY     - 1951     MONUMENTED       CGS
 BU1558
 BU1558                          STATION DESCRIPTION
 BU1558
 BU1558'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1558'1.1 MI SE FROM DICKINSON.
 BU1558'1.1 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BU1558'DICKINSON, ABOUT 1.2 MILES NORTH OF STATE SIGN COBBVILLE, ABOUT 0.2
 BU1558'MILE NORTHWEST OF MILEPOST 64, AT THE SOUTHEAST END OF A CUT, 56 1/2
 BU1558'FEET NORTHEAST OF NORTHEAST RAIL, 23 FEET SOUTHEAST OF A FENCE CORNER
 BU1558'AND IN LINE WITH FENCE PARALLELING TRACK, 93 FEET NORTH OF NORTH
 BU1558'CORNER OF A TRESTLE OVER LITTLE BASSET CREEK, 2 FEET NORTHWEST OF A
 BU1558'WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF TRACK AND SET
 BU1558'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1622 ***********************************************************************
 BU1622  DESIGNATION -  A 365
 BU1622  PID         -  BU1622
 BU1622  STATE/COUNTY-  AL/CLARKE
 BU1622  USGS QUAD   -  WHATLEY (1972)
 BU1622
 BU1622                         *CURRENT SURVEY CONTROL
 BU1622  ___________________________________________________________________
 BU1622* NAD 83(1986)-  31 38 53.     (N)    087 42 36.     (W)     SCALED    
 BU1622* NAVD 88     -        52.626  (meters)     172.66   (feet)  ADJUSTED  
 BU1622  ___________________________________________________________________
 BU1622  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BU1622  DYNAMIC HT  -          52.562 (meters)     172.45  (feet)  COMP
 BU1622  MODELED GRAV-     979,429.2   (mgal)                       NAVD 88
 BU1622
 BU1622  VERT ORDER  -  FIRST     CLASS II
 BU1622
 BU1622.The horizontal coordinates were scaled from a topographic map and have
 BU1622.an estimated accuracy of +/- 6 seconds.
 BU1622
 BU1622.The orthometric height was determined by differential leveling
 BU1622.and adjusted by the National Geodetic Survey in June 1991..
 BU1622
 BU1622.The geoid height was determined by GEOID03.
 BU1622
 BU1622.The dynamic height is computed by dividing the NAVD 88
 BU1622.geopotential number by the normal gravity value computed on the
 BU1622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1622.degrees latitude (g = 980.6199 gals.).
 BU1622
 BU1622.The modeled gravity was interpolated from observed gravity values.
 BU1622
 BU1622;                    North         East    Units  Estimated Accuracy
 BU1622;SPC AL W     -   182,720.      580,080.      MT  (+/- 180 meters Scaled)
 BU1622
 BU1622                          SUPERSEDED SURVEY CONTROL
 BU1622
 BU1622  NGVD 29 (??/??/92)   52.598  (m)          172.57   (f) ADJ UNCH    1 2
 BU1622
 BU1622.Superseded values are not recommended for survey control.
 BU1622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1622.See file dsdata.txt to determine how the superseded data were derived.
 BU1622
 BU1622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA326016(NAD 83)
 BU1622_MARKER: DB = BENCH MARK DISK
 BU1622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1622_SP_SET: CULVERT
 BU1622_STAMPING: A 365 1951
 BU1622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1622
 BU1622  HISTORY     - Date     Condition        Report By
 BU1622  HISTORY     - 1951     MONUMENTED       CGS
 BU1622
 BU1622                          STATION DESCRIPTION
 BU1622
 BU1622'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1622'IN WHATLEY.
 BU1622'AT WHATLEY, ABOUT 0.3 MILE WEST ALONG U.S. HIGHWAY 84 FROM THE
 BU1622'OVERPASS OVER THE SOUTHERN RAILWAY, IN THE TOP OF THE EAST END OF THE
 BU1622'NORTH HEAD WALL OF A 5-FOOT CONCRETE CULVERT, 29 FEET NORTH OF CENTER
 BU1622'LINE OF HIGHWAY AND ABOUT 3 1/2 FEET BELOW HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0099 ***********************************************************************
 BV0099  DESIGNATION -  A 366
 BV0099  PID         -  BV0099
 BV0099  STATE/COUNTY-  AL/WASHINGTON
 BV0099  USGS QUAD   -  MC INTOSH (1982)
 BV0099
 BV0099                         *CURRENT SURVEY CONTROL
 BV0099  ___________________________________________________________________
 BV0099* NAD 83(1986)-  31 20 36.     (N)    088 00 31.     (W)     SCALED    
 BV0099* NAVD 88     -        12.092  (meters)      39.67   (feet)  ADJUSTED  
 BV0099  ___________________________________________________________________
 BV0099  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BV0099  DYNAMIC HT  -          12.077 (meters)      39.62  (feet)  COMP
 BV0099  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 BV0099
 BV0099  VERT ORDER  -  FIRST     CLASS II
 BV0099
 BV0099.The horizontal coordinates were scaled from a topographic map and have
 BV0099.an estimated accuracy of +/- 6 seconds.
 BV0099
 BV0099.The orthometric height was determined by differential leveling
 BV0099.and adjusted by the National Geodetic Survey in June 1991..
 BV0099
 BV0099.The geoid height was determined by GEOID03.
 BV0099
 BV0099.The dynamic height is computed by dividing the NAVD 88
 BV0099.geopotential number by the normal gravity value computed on the
 BV0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0099.degrees latitude (g = 980.6199 gals.).
 BV0099
 BV0099.The modeled gravity was interpolated from observed gravity values.
 BV0099
 BV0099;                    North         East    Units  Estimated Accuracy
 BV0099;SPC AL W     -   149,030.      551,600.      MT  (+/- 180 meters Scaled)
 BV0099
 BV0099                          SUPERSEDED SURVEY CONTROL
 BV0099
 BV0099  NGVD 29 (??/??/92)   12.078  (m)           39.63   (f) ADJ UNCH    1 2
 BV0099
 BV0099.Superseded values are not recommended for survey control.
 BV0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0099.See file dsdata.txt to determine how the superseded data were derived.
 BV0099
 BV0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV040680(NAD 83)
 BV0099_MARKER: DB = BENCH MARK DISK
 BV0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0099_STAMPING: A 366 1951
 BV0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0099+STABILITY: SURFACE MOTION
 BV0099
 BV0099  HISTORY     - Date     Condition        Report By
 BV0099  HISTORY     - 1951     MONUMENTED       CGS
 BV0099
 BV0099                          STATION DESCRIPTION
 BV0099
 BV0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BV0099'6.05 MI N FROM MCINTOSH.
 BV0099'ABOUT 6.05 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BV0099'MCINTOSH, ABOUT 453 YARDS NORTH OF STATION SIGN AT TOINETTE, ABOUT 370
 BV0099'YARDS NORTH OF ROAD CROSSING AT TOINETTE, 304 FEET SOUTHEAST AND
 BV0099'ACROSS TRACK FROM MILE POST 102, 50 FEET EAST-NORTHEAST OF
 BV0099'EAST-NORTHEAST RAIL, 1 FOOT WEST-SOUTHWEST OF A FENCE LINE, AT THE
 BV0099'SOUTH END OF A CUT, 361 FEET NORTH OF EAST END OF A 48-INCH PIPE
 BV0099'CULVERT, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 BV0099'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0092 ***********************************************************************
 BH0092  DESIGNATION -  A 367
 BH0092  PID         -  BH0092
 BH0092  STATE/COUNTY-  AL/MOBILE
 BH0092  USGS QUAD   -  CREOLA (1985)
 BH0092
 BH0092                         *CURRENT SURVEY CONTROL
 BH0092  ___________________________________________________________________
 BH0092* NAD 83(1986)-  30 54 58.     (N)    088 02 02.     (W)     SCALED    
 BH0092* NAVD 88     -         9.289  (meters)      30.48   (feet)  ADJUSTED  
 BH0092  ___________________________________________________________________
 BH0092  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH0092  DYNAMIC HT  -           9.277 (meters)      30.44  (feet)  COMP
 BH0092  MODELED GRAV-     979,358.1   (mgal)                       NAVD 88
 BH0092
 BH0092  VERT ORDER  -  FIRST     CLASS II
 BH0092
 BH0092.The horizontal coordinates were scaled from a topographic map and have
 BH0092.an estimated accuracy of +/- 6 seconds.
 BH0092
 BH0092.The orthometric height was determined by differential leveling
 BH0092.and adjusted by the National Geodetic Survey in June 1991..
 BH0092
 BH0092.The geoid height was determined by GEOID03.
 BH0092
 BH0092.The dynamic height is computed by dividing the NAVD 88
 BH0092.geopotential number by the normal gravity value computed on the
 BH0092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0092.degrees latitude (g = 980.6199 gals.).
 BH0092
 BH0092.The modeled gravity was interpolated from observed gravity values.
 BH0092
 BH0092;                    North         East    Units  Estimated Accuracy
 BH0092;SPC AL W     -   101,680.      548,970.      MT  (+/- 180 meters Scaled)
 BH0092
 BH0092                          SUPERSEDED SURVEY CONTROL
 BH0092
 BH0092  NGVD 29 (??/??/??)    9.292  (m)           30.49   (f) ADJUSTED    1 2
 BH0092
 BH0092.Superseded values are not recommended for survey control.
 BH0092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0092.See file dsdata.txt to determine how the superseded data were derived.
 BH0092
 BH0092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV012207(NAD 83)
 BH0092_MARKER: DB = BENCH MARK DISK
 BH0092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0092_STAMPING: A 367 1951
 BH0092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0092+STABILITY: SURFACE MOTION
 BH0092
 BH0092  HISTORY     - Date     Condition        Report By
 BH0092  HISTORY     - 1951     MONUMENTED       CGS
 BH0092
 BH0092                          STATION DESCRIPTION
 BH0092
 BH0092'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0092'3.05 MI S FROM LEMOYNE.
 BH0092'ABOUT 3.05 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE ROAD
 BH0092'CROSSING AT LEMOYNE, ABOUT 1.7 MILES NORTH OF THE STATION AT CREOLA,
 BH0092'ABOUT 1.05 MILE SOUTH OF FLAG STATION AT AXIS, 262 FEET NORTHEAST AND
 BH0092'ACROSS TRACK FROM MILE POST 132, 217 FEET SOUTHEAST OF A SIGN STATION
 BH0092'ONE MILE, 47 1/2 FEET EAST OF EAST RAIL, 24 FEET WEST OF CENTER LINE
 BH0092'OF A GRADED ROAD WHICH PARALLELS THE TRACK, 79 FEET WEST OF SOUTHWEST
 BH0092'CORNER OF A SMALL HOUSE, 72 FEET NORTHWEST OF POWER POLE NO. 1558 WITH
 BH0092'A TRANSFORMER, 83 FEET EAST AND ACROSS TRACK FROM TELEPHONE POLE NO.
 BH0092'478, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET
 BH0092'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BH0092'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1486 ***********************************************************************
 BH1486  DESIGNATION -  A 368
 BH1486  PID         -  BH1486
 BH1486  STATE/COUNTY-  AL/MOBILE
 BH1486  USGS QUAD   -  CHICKASAW (1982)
 BH1486
 BH1486                         *CURRENT SURVEY CONTROL
 BH1486  ___________________________________________________________________
 BH1486* NAD 83(1986)-  30 45 14.     (N)    088 06 31.     (W)     SCALED    
 BH1486* NAVD 88     -         8.999  (meters)      29.52   (feet)  POSTED    
 BH1486  ___________________________________________________________________
 BH1486  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH1486  DYNAMIC HT  -           8.990 (meters)      29.49  (feet)  COMP
 BH1486  MODELED GRAV-     979,336.2   (mgal)                       NAVD 88
 BH1486
 BH1486  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BH1486
 BH1486.The horizontal coordinates were scaled from a topographic map and have
 BH1486.an estimated accuracy of +/- 6 seconds.
 BH1486
 BH1486.The orthometric height was determined by differential leveling
 BH1486.and adjusted by the National Geodetic Survey in 1992..
 BH1486.No vertical observational check was made to the station.
 BH1486.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BH1486.was located on a no-check spur therefore a value was not computed.
 BH1486
 BH1486.The geoid height was determined by GEOID03.
 BH1486
 BH1486.The dynamic height is computed by dividing the NAVD 88
 BH1486.geopotential number by the normal gravity value computed on the
 BH1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1486.degrees latitude (g = 980.6199 gals.).
 BH1486
 BH1486.The modeled gravity was interpolated from observed gravity values.
 BH1486
 BH1486;                    North         East    Units  Estimated Accuracy
 BH1486;SPC AL W     -    83,730.      541,730.      MT  (+/- 180 meters Scaled)
 BH1486
 BH1486                          SUPERSEDED SURVEY CONTROL
 BH1486
 BH1486  NGVD 29 (??/??/??)    9.000  (m)           29.53   (f) ADJUSTED    1 2
 BH1486
 BH1486.Superseded values are not recommended for survey control.
 BH1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1486.See file dsdata.txt to determine how the superseded data were derived.
 BH1486
 BH1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV938028(NAD 83)
 BH1486_MARKER: DB = BENCH MARK DISK
 BH1486_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1486_SP_SET: CULVERT
 BH1486_STAMPING: A 368 1951
 BH1486_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1486
 BH1486  HISTORY     - Date     Condition        Report By
 BH1486  HISTORY     - 1951     MONUMENTED       CGS
 BH1486  HISTORY     - 1951     GOOD             CGS
 BH1486
 BH1486                          STATION DESCRIPTION
 BH1486
 BH1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH1486'IN WHISTLER.
 BH1486'AT WHISTLER, ALONG ENGINE STREET, ABOUT 102 YARDS SOUTHEAST OF A
 BH1486'JUNCTION OF THIRD STREET LEADING SOUTHWEST, ABOUT 0.15 MILE SOUTH-
 BH1486'WEST OF THE POST OFFICE AND WATER TOWER AT WHISTLER, IN THE TOP OF
 BH1486'THE NORTHWEST END OF THE SOUTHWEST HEADWALL OF A 10-FOOT CONCRETE
 BH1486'CULVERT ENGINE STREET, 18 FEET SOUTHWEST OF CENTER LINE OF STREET
 BH1486'AND ABOUT LEVEL WITH THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2474 ***********************************************************************
 CN2474  DESIGNATION -  A 369
 CN2474  PID         -  CN2474
 CN2474  STATE/COUNTY-  AL/MARENGO
 CN2474  USGS QUAD   -  LINDEN (1986)
 CN2474
 CN2474                         *CURRENT SURVEY CONTROL
 CN2474  ___________________________________________________________________
 CN2474* NAD 83(1986)-  32 16 31.     (N)    087 47 42.     (W)     SCALED    
 CN2474* NAVD 88     -        37.218  (meters)     122.11   (feet)  ADJUSTED  
 CN2474  ___________________________________________________________________
 CN2474  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CN2474  DYNAMIC HT  -          37.175 (meters)     121.97  (feet)  COMP
 CN2474  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 CN2474
 CN2474  VERT ORDER  -  SECOND    CLASS 0
 CN2474
 CN2474.The horizontal coordinates were scaled from a topographic map and have
 CN2474.an estimated accuracy of +/- 6 seconds.
 CN2474
 CN2474.The orthometric height was determined by differential leveling
 CN2474.and adjusted by the National Geodetic Survey in June 1991..
 CN2474
 CN2474.The geoid height was determined by GEOID03.
 CN2474
 CN2474.The dynamic height is computed by dividing the NAVD 88
 CN2474.geopotential number by the normal gravity value computed on the
 CN2474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2474.degrees latitude (g = 980.6199 gals.).
 CN2474
 CN2474.The modeled gravity was interpolated from observed gravity values.
 CN2474
 CN2474;                    North         East    Units  Estimated Accuracy
 CN2474;SPC AL W     -   252,290.      572,210.      MT  (+/- 180 meters Scaled)
 CN2474
 CN2474                          SUPERSEDED SURVEY CONTROL
 CN2474
 CN2474  NGVD 29 (??/??/92)   37.184  (m)          121.99   (f) ADJ UNCH    2 0
 CN2474
 CN2474.Superseded values are not recommended for survey control.
 CN2474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2474.See file dsdata.txt to determine how the superseded data were derived.
 CN2474
 CN2474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA251712(NAD 83)
 CN2474_MARKER: DB = BENCH MARK DISK
 CN2474_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2474_SP_SET: CULVERT
 CN2474_STAMPING: A 369 1951
 CN2474_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2474
 CN2474  HISTORY     - Date     Condition        Report By
 CN2474  HISTORY     - 1951     MONUMENTED       CGS
 CN2474
 CN2474                          STATION DESCRIPTION
 CN2474
 CN2474'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2474'2.15 MI S FROM LINDEN.
 CN2474'ABOUT 2.15 MILES SOUTH ALONG U.S. HIGHWAY 43 FROM THE COURT HOUSE AT
 CN2474'LINDEN, ABOUT 0.85 MILE SOUTH OF JUNCTION OF STATE HIGHWAY 79, IN THE
 CN2474'TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 48-FOOT CONCRETE
 CN2474'CULVERT WITH THREE (3) PARTITIONS, 21 FEET WEST OF CENTER LINE OF
 CN2474'HIGHWAY AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0780 ***********************************************************************
 DH0780  DESIGNATION -  A 37
 DH0780  PID         -  DH0780
 DH0780  STATE/COUNTY-  AL/SHELBY
 DH0780  USGS QUAD   -  MONTEVALLO (1980)
 DH0780
 DH0780                         *CURRENT SURVEY CONTROL
 DH0780  ___________________________________________________________________
 DH0780* NAD 83(1986)-  33 05 38.     (N)    086 51 42.     (W)     SCALED    
 DH0780* NAVD 88     -       128.305  (meters)     420.95   (feet)  ADJUSTED  
 DH0780  ___________________________________________________________________
 DH0780  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0780  DYNAMIC HT  -         128.160 (meters)     420.47  (feet)  COMP
 DH0780  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 DH0780
 DH0780  VERT ORDER  -  SECOND    CLASS 0
 DH0780
 DH0780.The horizontal coordinates were scaled from a topographic map and have
 DH0780.an estimated accuracy of +/- 6 seconds.
 DH0780
 DH0780.The orthometric height was determined by differential leveling
 DH0780.and adjusted by the National Geodetic Survey in June 1991..
 DH0780
 DH0780.The geoid height was determined by GEOID03.
 DH0780
 DH0780.The dynamic height is computed by dividing the NAVD 88
 DH0780.geopotential number by the normal gravity value computed on the
 DH0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0780.degrees latitude (g = 980.6199 gals.).
 DH0780
 DH0780.The modeled gravity was interpolated from observed gravity values.
 DH0780
 DH0780;                    North         East    Units  Estimated Accuracy
 DH0780;SPC AL W     -   343,210.      659,590.      MT  (+/- 180 meters Scaled)
 DH0780
 DH0780                          SUPERSEDED SURVEY CONTROL
 DH0780
 DH0780  NGVD 29 (??/??/92)  128.261  (m)          420.80   (f) ADJ UNCH    2 0
 DH0780
 DH0780.Superseded values are not recommended for survey control.
 DH0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0780.See file dsdata.txt to determine how the superseded data were derived.
 DH0780
 DH0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB129617(NAD 83)
 DH0780_MARKER: DB = BENCH MARK DISK
 DH0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0780_STAMPING: A 37 1934
 DH0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0780+STABILITY: SURFACE MOTION
 DH0780
 DH0780  HISTORY     - Date     Condition        Report By
 DH0780  HISTORY     - 1934     MONUMENTED       CGS
 DH0780  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0780
 DH0780                          STATION DESCRIPTION
 DH0780
 DH0780'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0780'IN MONTEVALLO.
 DH0780'AT MONTEVALLO, SHELBY COUNTY, ON THE SOUTHERN RAILWAY, 71.5 FEET
 DH0780'SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, AT A ROAD CROSSING,
 DH0780'105 FEET WEST OF THE CENTERLINE OF THE ROAD, 17.2 FEET SOUTHEAST OF
 DH0780'THE FIRST POLE WEST OF THE ROAD CROSSING, AND 31.4 FEET SOUTH OF THE
 DH0780'SOUTH RAIL.  A STANDARD DISK, STAMPED A 37 1934 AND SET IN THE TOP OF
 DH0780'A CONCRETE POST PROJECTING 3 INCHES ABOVE GROUND.  NOTE-- THE AREA HAS
 DH0780'BEEN GRADED.
 DH0780
 DH0780                          STATION RECOVERY (1975)
 DH0780
 DH0780'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2365 ***********************************************************************
 CN2365  DESIGNATION -  A 372
 CN2365  PID         -  CN2365
 CN2365  STATE/COUNTY-  AL/MARENGO
 CN2365  USGS QUAD   -  THOMASTON WEST (1986)
 CN2365
 CN2365                         *CURRENT SURVEY CONTROL
 CN2365  ___________________________________________________________________
 CN2365* NAD 83(1986)-  32 16 11.     (N)    087 42 03.     (W)     SCALED    
 CN2365* NAVD 88     -        44.147  (meters)     144.84   (feet)  ADJUSTED  
 CN2365  ___________________________________________________________________
 CN2365  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CN2365  DYNAMIC HT  -          44.095 (meters)     144.67  (feet)  COMP
 CN2365  MODELED GRAV-     979,474.6   (mgal)                       NAVD 88
 CN2365
 CN2365  VERT ORDER  -  SECOND    CLASS 0
 CN2365
 CN2365.The horizontal coordinates were scaled from a topographic map and have
 CN2365.an estimated accuracy of +/- 6 seconds.
 CN2365
 CN2365.The orthometric height was determined by differential leveling
 CN2365.and adjusted by the National Geodetic Survey in June 1991..
 CN2365
 CN2365.The geoid height was determined by GEOID03.
 CN2365
 CN2365.The dynamic height is computed by dividing the NAVD 88
 CN2365.geopotential number by the normal gravity value computed on the
 CN2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2365.degrees latitude (g = 980.6199 gals.).
 CN2365
 CN2365.The modeled gravity was interpolated from observed gravity values.
 CN2365
 CN2365;                    North         East    Units  Estimated Accuracy
 CN2365;SPC AL W     -   251,650.      581,080.      MT  (+/- 180 meters Scaled)
 CN2365
 CN2365                          SUPERSEDED SURVEY CONTROL
 CN2365
 CN2365  NGVD 29 (??/??/92)   44.111  (m)          144.72   (f) ADJ UNCH    2 0
 CN2365
 CN2365.Superseded values are not recommended for survey control.
 CN2365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2365.See file dsdata.txt to determine how the superseded data were derived.
 CN2365
 CN2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA339705(NAD 83)
 CN2365_MARKER: DB = BENCH MARK DISK
 CN2365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2365_SP_SET: CULVERT
 CN2365_STAMPING: A 372 1951
 CN2365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2365
 CN2365  HISTORY     - Date     Condition        Report By
 CN2365  HISTORY     - 1951     MONUMENTED       CGS
 CN2365
 CN2365                          STATION DESCRIPTION
 CN2365
 CN2365'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2365'4.3 MI W FROM THOMASTON.
 CN2365'ABOUT 4.3 MILES WEST ALONG STATE HIGHWAY 28 FROM THE INTERSECTION OF
 CN2365'STATE HIGHWAY 99 AT THOMASTON, ABOUT 0.7 MILE EAST OF A 100-FOOT
 CN2365'WOODEN BRIDGE OVER A TOP ROAD SOUTH TO OCTAGON, ABOUT 0.7 MILE WEST OF
 CN2365'JUNCTION OF A BLACK TOP ROAD SOUTH TO OCTAGON, ABOUT 0.7 MILE EAST OF
 CN2365'A 100-FOOT WOODEN BRIDGE OVER A SMALL CREEK, IN THE TOP OF THE EAST
 CN2365'END OF THE SOUTH HEAD WALL OF A 12-FOOT CONCRETE CULVERT WITH
 CN2365'PARTITION, 19 FEET SOUTH OF CENTER LINE OF HIGHWAY, 1/2 FOOT WEST OF
 CN2365'EAST END OF HEAD WALL AND ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2519 ***********************************************************************
 CN2519  DESIGNATION -  A 373
 CN2519  PID         -  CN2519
 CN2519  STATE/COUNTY-  AL/MARENGO
 CN2519  USGS QUAD   -  SURGINER (1978)
 CN2519
 CN2519                         *CURRENT SURVEY CONTROL
 CN2519  ___________________________________________________________________
 CN2519* NAD 83(1986)-  32 01 22.     (N)    087 39 33.     (W)     SCALED    
 CN2519* NAVD 88     -        39.757  (meters)     130.44   (feet)  ADJUSTED  
 CN2519  ___________________________________________________________________
 CN2519  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CN2519  DYNAMIC HT  -          39.710 (meters)     130.28  (feet)  COMP
 CN2519  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 CN2519
 CN2519  VERT ORDER  -  SECOND    CLASS 0
 CN2519
 CN2519.The horizontal coordinates were scaled from a topographic map and have
 CN2519.an estimated accuracy of +/- 6 seconds.
 CN2519
 CN2519.The orthometric height was determined by differential leveling
 CN2519.and adjusted by the National Geodetic Survey in June 1991..
 CN2519
 CN2519.The geoid height was determined by GEOID03.
 CN2519
 CN2519.The dynamic height is computed by dividing the NAVD 88
 CN2519.geopotential number by the normal gravity value computed on the
 CN2519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2519.degrees latitude (g = 980.6199 gals.).
 CN2519
 CN2519.The modeled gravity was interpolated from observed gravity values.
 CN2519
 CN2519;                    North         East    Units  Estimated Accuracy
 CN2519;SPC AL W     -   224,260.      584,970.      MT  (+/- 180 meters Scaled)
 CN2519
 CN2519                          SUPERSEDED SURVEY CONTROL
 CN2519
 CN2519  NGVD 29 (??/??/92)   39.723  (m)          130.32   (f) ADJ UNCH    2 0
 CN2519
 CN2519.Superseded values are not recommended for survey control.
 CN2519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2519.See file dsdata.txt to determine how the superseded data were derived.
 CN2519
 CN2519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA377431(NAD 83)
 CN2519_MARKER: DB = BENCH MARK DISK
 CN2519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2519_STAMPING: A 373 1951
 CN2519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2519+STABILITY: SURFACE MOTION
 CN2519
 CN2519  HISTORY     - Date     Condition        Report By
 CN2519  HISTORY     - 1951     MONUMENTED       CGS
 CN2519
 CN2519                          STATION DESCRIPTION
 CN2519
 CN2519'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2519'0.85 MI S FROM VINELAND.
 CN2519'ABOUT 0.85 MILE SOUTH ALONG STATE HIGHWAY 99 AND 10 FROM THE JUNCTION
 CN2519'OF STATE HIGHWAY 10 LEADING WEST AT VINELAND, AT THE NORTH END OF A
 CN2519'275-FOOT CONCRETE BRIDGE OVER DRY CREEK, 51 FEET WEST OF CENTER LINE
 CN2519'OF HIGHWAY, 58 1/2 FEET NORTHWEST OF NORTHWEST CORNER OF BRIDGE, 1 1/2
 CN2519'FEET EAST OF FIRST POWER POLE NORTH OF CREEK, ABOUT 2 FEET BELOW LEVEL
 CN2519'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2343 ***********************************************************************
 CN2343  DESIGNATION -  A 374
 CN2343  PID         -  CN2343
 CN2343  STATE/COUNTY-  AL/MARENGO
 CN2343  USGS QUAD   -  THOMASTON WEST (1986)
 CN2343
 CN2343                         *CURRENT SURVEY CONTROL
 CN2343  ___________________________________________________________________
 CN2343* NAD 83(1986)-  32 15 25.     (N)    087 37 31.     (W)     SCALED    
 CN2343* NAVD 88     -        46.625  (meters)     152.97   (feet)  ADJUSTED  
 CN2343  ___________________________________________________________________
 CN2343  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CN2343  DYNAMIC HT  -          46.571 (meters)     152.79  (feet)  COMP
 CN2343  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 CN2343
 CN2343  VERT ORDER  -  SECOND    CLASS 0
 CN2343
 CN2343.The horizontal coordinates were scaled from a topographic map and have
 CN2343.an estimated accuracy of +/- 6 seconds.
 CN2343
 CN2343.The orthometric height was determined by differential leveling
 CN2343.and adjusted by the National Geodetic Survey in June 1991..
 CN2343
 CN2343.The geoid height was determined by GEOID03.
 CN2343
 CN2343.The dynamic height is computed by dividing the NAVD 88
 CN2343.geopotential number by the normal gravity value computed on the
 CN2343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2343.degrees latitude (g = 980.6199 gals.).
 CN2343
 CN2343.The modeled gravity was interpolated from observed gravity values.
 CN2343
 CN2343;                    North         East    Units  Estimated Accuracy
 CN2343;SPC AL W     -   250,220.      588,200.      MT  (+/- 180 meters Scaled)
 CN2343
 CN2343                          SUPERSEDED SURVEY CONTROL
 CN2343
 CN2343  NGVD 29 (??/??/92)   46.586  (m)          152.84   (f) ADJ UNCH    2 0
 CN2343
 CN2343.Superseded values are not recommended for survey control.
 CN2343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2343.See file dsdata.txt to determine how the superseded data were derived.
 CN2343
 CN2343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA411690(NAD 83)
 CN2343_MARKER: DB = BENCH MARK DISK
 CN2343_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2343_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2343_STAMPING: A 374 1951
 CN2343_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2343+STABILITY: SURFACE MOTION
 CN2343
 CN2343  HISTORY     - Date     Condition        Report By
 CN2343  HISTORY     - 1951     MONUMENTED       CGS
 CN2343
 CN2343                          STATION DESCRIPTION
 CN2343
 CN2343'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2343'0.6 MI S FROM THOMASTON.
 CN2343'ABOUT 0.6 MILE SOUTH ALONG STATE HIGHWAY 99 FROM THE INTERSECTION OF
 CN2343'STATE HIGHWAY 28 AT THOMASTON, ABOUT 0.5 MILE SOUTH OF THE CROSSING OF
 CN2343'THE LOUISVILLE AND NASHVILLE RAILWAY, AT THE SOUTH ENTRANCE DRIVE TO
 CN2343'THOMASTON STATE PRISON FARM, 51 FEET EAST OF CENTER LINE OF HIGHWAY,
 CN2343'123 FEET WEST OF EXTENDED CENTER LINE OF SOUTH DRIVE TO PRISON, 136
 CN2343'FEET NORTH OF A TELEPHONE POLE, 1 FOOT WEST OF A FENCE LINE, ABOUT 3
 CN2343'FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN2343'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2304 ***********************************************************************
 CN2304  DESIGNATION -  A 375
 CN2304  PID         -  CN2304
 CN2304  STATE/COUNTY-  AL/MARENGO
 CN2304  USGS QUAD   -  OLD SPRING HILL (1970)
 CN2304
 CN2304                         *CURRENT SURVEY CONTROL
 CN2304  ___________________________________________________________________
 CN2304* NAD 83(1986)-  32 28 30.     (N)    087 47 43.     (W)     SCALED    
 CN2304* NAVD 88     -        63.206  (meters)     207.37   (feet)  ADJUSTED  
 CN2304  ___________________________________________________________________
 CN2304  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CN2304  DYNAMIC HT  -          63.132 (meters)     207.13  (feet)  COMP
 CN2304  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 CN2304
 CN2304  VERT ORDER  -  SECOND    CLASS 0
 CN2304
 CN2304.The horizontal coordinates were scaled from a topographic map and have
 CN2304.an estimated accuracy of +/- 6 seconds.
 CN2304
 CN2304.The orthometric height was determined by differential leveling
 CN2304.and adjusted by the National Geodetic Survey in June 1991..
 CN2304
 CN2304.The geoid height was determined by GEOID03.
 CN2304
 CN2304.The dynamic height is computed by dividing the NAVD 88
 CN2304.geopotential number by the normal gravity value computed on the
 CN2304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2304.degrees latitude (g = 980.6199 gals.).
 CN2304
 CN2304.The modeled gravity was interpolated from observed gravity values.
 CN2304
 CN2304;                    North         East    Units  Estimated Accuracy
 CN2304;SPC AL W     -   274,430.      572,250.      MT  (+/- 180 meters Scaled)
 CN2304
 CN2304                          SUPERSEDED SURVEY CONTROL
 CN2304
 CN2304  NGVD 29 (??/??/92)   63.173  (m)          207.26   (f) ADJ UNCH    2 0
 CN2304
 CN2304.Superseded values are not recommended for survey control.
 CN2304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2304.See file dsdata.txt to determine how the superseded data were derived.
 CN2304
 CN2304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA252933(NAD 83)
 CN2304_MARKER: DB = BENCH MARK DISK
 CN2304_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2304_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2304_STAMPING: A 375 1951
 CN2304_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2304+STABILITY: SURFACE MOTION
 CN2304
 CN2304  HISTORY     - Date     Condition        Report By
 CN2304  HISTORY     - 1951     MONUMENTED       CGS
 CN2304
 CN2304                          STATION DESCRIPTION
 CN2304
 CN2304'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2304'2.3 MI SE FROM DEMOPOLIS.
 CN2304'ABOUT 2.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 43 FROM THE JUNCTION OF
 CN2304'U.S. HIGHWAY 80 AT DEMOPOLIS, ABOUT 0.95 MILE SOUTHEAST OF THE
 CN2304'OVERPASS OVER THE ST. LOUIS-SAN FRANCISCO RAILROAD, ABOUT 0.65 MILE
 CN2304'NORTHWEST OF JUNCTION OF A GRAVEL ROAD LEADING SOUTHEAST TO SPRING
 CN2304'HILL, AT THE JUNCTION OF A DRIVE NORTHEAST TO AN UNPAINTED FARM HOUSE
 CN2304'WITH CONCRETE BLOCK FOUNDATION, 58 FEET NORTHEAST OF CENTER LINE OF
 CN2304'HIGHWAY, 162 FEET SOUTHEAST OF SOUTHEAST END OF A 16-INCH PIPE CULVERT
 CN2304'UNDER DRIVE, 3 1/2 FEET NORTHEAST OF A POWER POLE WITH A TRANSFORMER,
 CN2304'2 1/2 FEET SOUTHWEST OF A FENCE LINE, ABOUT 3 FEET BELOW LEVEL OF
 CN2304'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2333 ***********************************************************************
 CN2333  DESIGNATION -  A 376
 CN2333  PID         -  CN2333
 CN2333  STATE/COUNTY-  AL/MARENGO
 CN2333  USGS QUAD   -  UNIONTOWN WEST (1979)
 CN2333
 CN2333                         *CURRENT SURVEY CONTROL
 CN2333  ___________________________________________________________________
 CN2333* NAD 83(1986)-  32 23 12.     (N)    087 36 34.     (W)     SCALED    
 CN2333* NAVD 88     -        72.416  (meters)     237.58   (feet)  ADJUSTED  
 CN2333  ___________________________________________________________________
 CN2333  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CN2333  DYNAMIC HT  -          72.333 (meters)     237.31  (feet)  COMP
 CN2333  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CN2333
 CN2333  VERT ORDER  -  SECOND    CLASS 0
 CN2333
 CN2333.The horizontal coordinates were scaled from a topographic map and have
 CN2333.an estimated accuracy of +/- 6 seconds.
 CN2333
 CN2333.The orthometric height was determined by differential leveling
 CN2333.and adjusted by the National Geodetic Survey in June 1991..
 CN2333
 CN2333.The geoid height was determined by GEOID03.
 CN2333
 CN2333.The dynamic height is computed by dividing the NAVD 88
 CN2333.geopotential number by the normal gravity value computed on the
 CN2333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2333.degrees latitude (g = 980.6199 gals.).
 CN2333
 CN2333.The modeled gravity was interpolated from observed gravity values.
 CN2333
 CN2333;                    North         East    Units  Estimated Accuracy
 CN2333;SPC AL W     -   264,600.      589,700.      MT  (+/- 180 meters Scaled)
 CN2333
 CN2333                          SUPERSEDED SURVEY CONTROL
 CN2333
 CN2333  NGVD 29 (??/??/92)   72.370  (m)          237.43   (f) ADJ UNCH    2 0
 CN2333
 CN2333.Superseded values are not recommended for survey control.
 CN2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2333.See file dsdata.txt to determine how the superseded data were derived.
 CN2333
 CN2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA426834(NAD 83)
 CN2333_MARKER: DB = BENCH MARK DISK
 CN2333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2333_STAMPING: A 376 1952
 CN2333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2333+STABILITY: SURFACE MOTION
 CN2333
 CN2333  HISTORY     - Date     Condition        Report By
 CN2333  HISTORY     - 1952     MONUMENTED       CGS
 CN2333
 CN2333                          STATION DESCRIPTION
 CN2333
 CN2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2333'3.05 MI N FROM DAYTON.
 CN2333'ABOUT 3.05 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE POST OFFICE AT
 CN2333'DAYTON, ABOUT 0.5 MILE NORTH OF A ROAD WEST, ABOUT 0.55 MILE SOUTH OF
 CN2333'A ROAD NORTHWEST, WEST AND ACROSS HIGHWAY FROM A FRAME HOUSE WITH
 CN2333'BRICK SIDING, 49 FEET WEST OF CENTER LINE OF HIGHWAY, 81 FEET NORTH OF
 CN2333'A POWER POLE THAT IS BETWEEN TWO POLES WITH TRANSFORMERS, 3 1/2 FEET
 CN2333'NORTHEAST OF A FENCE CORNER, 1 1/2 FEET EAST OF A FENCE LINE, 2 FEET
 CN2333'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET
 CN2333'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1918 ***********************************************************************
 CN1918  DESIGNATION -  A 377
 CN1918  PID         -  CN1918
 CN1918  STATE/COUNTY-  AL/PERRY
 CN1918  USGS QUAD   -  CENTRAL MILLS (1979)
 CN1918
 CN1918                         *CURRENT SURVEY CONTROL
 CN1918  ___________________________________________________________________
 CN1918* NAD 83(1986)-  32 19 22.     (N)    087 27 31.     (W)     SCALED    
 CN1918* NAVD 88     -        71.733  (meters)     235.34   (feet)  ADJUSTED  
 CN1918  ___________________________________________________________________
 CN1918  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CN1918  DYNAMIC HT  -          71.650 (meters)     235.07  (feet)  COMP
 CN1918  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 CN1918
 CN1918  VERT ORDER  -  SECOND    CLASS 0
 CN1918
 CN1918.The horizontal coordinates were scaled from a topographic map and have
 CN1918.an estimated accuracy of +/- 6 seconds.
 CN1918
 CN1918.The orthometric height was determined by differential leveling
 CN1918.and adjusted by the National Geodetic Survey in June 1991..
 CN1918
 CN1918.The geoid height was determined by GEOID03.
 CN1918
 CN1918.The dynamic height is computed by dividing the NAVD 88
 CN1918.geopotential number by the normal gravity value computed on the
 CN1918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1918.degrees latitude (g = 980.6199 gals.).
 CN1918
 CN1918.The modeled gravity was interpolated from observed gravity values.
 CN1918
 CN1918;                    North         East    Units  Estimated Accuracy
 CN1918;SPC AL W     -   257,520.      603,900.      MT  (+/- 180 meters Scaled)
 CN1918
 CN1918                          SUPERSEDED SURVEY CONTROL
 CN1918
 CN1918  NGVD 29 (??/??/92)   71.678  (m)          235.16   (f) ADJ UNCH    2 0
 CN1918
 CN1918.Superseded values are not recommended for survey control.
 CN1918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1918.See file dsdata.txt to determine how the superseded data were derived.
 CN1918
 CN1918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA568763(NAD 83)
 CN1918_MARKER: DB = BENCH MARK DISK
 CN1918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1918_STAMPING: A 377 1952
 CN1918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1918+STABILITY: SURFACE MOTION
 CN1918
 CN1918  HISTORY     - Date     Condition        Report By
 CN1918  HISTORY     - 1952     MONUMENTED       CGS
 CN1918
 CN1918                          STATION DESCRIPTION
 CN1918
 CN1918'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN1918'2.75 MI N FROM CENTRAL MILLS.
 CN1918'ABOUT 2.75 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 CN1918'CENTRAL MILLS, ABOUT 0.5 MILE NORTH OF A CHURCH, AT THE JUNCTION OF A
 CN1918'ROAD EAST AND A DRIVE EAST TO A WHITE HOUSE, 26 FEET EAST OF CENTER
 CN1918'LINE OF ROAD, 10 FEET NORTH OF CENTER LINE OF DRIVE, 51 FEET NORTH AND
 CN1918'ACROSS DRIVE FROM CENTER LINE OF ROAD EAST, 10 FEET EAST OF A 4-INCH
 CN1918'CEDAR TREE WHICH IS IN A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 2
 CN1918'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND
 CN1918'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0708 ***********************************************************************
 CM0708  DESIGNATION -  A 378
 CM0708  PID         -  CM0708
 CM0708  STATE/COUNTY-  AL/LEE
 CM0708  USGS QUAD   -  BLEECKER (1973)
 CM0708
 CM0708                         *CURRENT SURVEY CONTROL
 CM0708  ___________________________________________________________________
 CM0708* NAD 83(1986)-  32 31 08.     (N)    085 14 43.     (W)     SCALED    
 CM0708* NAVD 88     -       146.265  (meters)     479.87   (feet)  ADJUSTED  
 CM0708  ___________________________________________________________________
 CM0708  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CM0708  DYNAMIC HT  -         146.093 (meters)     479.31  (feet)  COMP
 CM0708  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 CM0708
 CM0708  VERT ORDER  -  SECOND    CLASS 0
 CM0708
 CM0708.The horizontal coordinates were scaled from a topographic map and have
 CM0708.an estimated accuracy of +/- 6 seconds.
 CM0708
 CM0708.The orthometric height was determined by differential leveling
 CM0708.and adjusted by the National Geodetic Survey in June 1991..
 CM0708
 CM0708.The geoid height was determined by GEOID03.
 CM0708
 CM0708.The dynamic height is computed by dividing the NAVD 88
 CM0708.geopotential number by the normal gravity value computed on the
 CM0708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0708.degrees latitude (g = 980.6199 gals.).
 CM0708
 CM0708.The modeled gravity was interpolated from observed gravity values.
 CM0708
 CM0708;                    North         East    Units  Estimated Accuracy
 CM0708;SPC AL E     -   223,990.      255,250.      MT  (+/- 180 meters Scaled)
 CM0708
 CM0708                          SUPERSEDED SURVEY CONTROL
 CM0708
 CM0708  NGVD 29 (??/??/92)  146.250  (m)          479.82   (f) ADJ UNCH    2 0
 CM0708
 CM0708.Superseded values are not recommended for survey control.
 CM0708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0708.See file dsdata.txt to determine how the superseded data were derived.
 CM0708
 CM0708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA648993(NAD 83)
 CM0708_MARKER: DB = BENCH MARK DISK
 CM0708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0708_STAMPING: A 378 1952
 CM0708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0708+STABILITY: SURFACE MOTION
 CM0708
 CM0708  HISTORY     - Date     Condition        Report By
 CM0708  HISTORY     - 1952     MONUMENTED       CGS
 CM0708
 CM0708                          STATION DESCRIPTION
 CM0708
 CM0708'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0708'12 MI SE FROM OPELIKA.
 CM0708'ABOUT 1.6 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT
 CM0708'HOUSE AT OPELIKA, THENCE ABOUT 10.15 MILES SOUTHEAST ALONG STATE
 CM0708'HIGHWAY 169, THENCE ABOUT 0.25 MILE EAST ALONG A BLACK TOP ROAD,
 CM0708'ABOUT 4.25 MILES WEST OF THE CROSSROAD AT J.C. MEADOWS CROSSROAD,
 CM0708'AT THE JUNCTION OF A TRAIL LEADING SOUTH, 69 FEET SOUTH OF CENTER
 CM0708'LINE OF ROAD, 20 FEET WEST OF CENTER LINE OF TRAIL, 93 FEET
 CM0708'SOUTHEAST OF THE EAST END OF SOUTH HEAD WALL OF A 4-FOOT STONE
 CM0708'BOX CULVERT, 54 FEET SOUTHWEST AND ACROSS DIM ROAD FROM THE
 CM0708'SOUTH END OF A 36-INCH PIPE CULVERT WITH STONE HEAD WALL, 2 FEET
 CM0708'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL
 CM0708'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0708'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1021 ***********************************************************************
 CM1021  DESIGNATION -  A 379
 CM1021  PID         -  CM1021
 CM1021  STATE/COUNTY-  AL/RUSSELL
 CM1021  USGS QUAD   -  CRAWFORD (1984)
 CM1021
 CM1021                         *CURRENT SURVEY CONTROL
 CM1021  ___________________________________________________________________
 CM1021* NAD 83(1986)-  32 27 03.     (N)    085 13 05.     (W)     SCALED    
 CM1021* NAVD 88     -       136.085  (meters)     446.47   (feet)  ADJUSTED  
 CM1021  ___________________________________________________________________
 CM1021  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CM1021  DYNAMIC HT  -         135.927 (meters)     445.95  (feet)  COMP
 CM1021  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 CM1021
 CM1021  VERT ORDER  -  SECOND    CLASS 0
 CM1021
 CM1021.The horizontal coordinates were scaled from a topographic map and have
 CM1021.an estimated accuracy of +/- 6 seconds.
 CM1021
 CM1021.The orthometric height was determined by differential leveling
 CM1021.and adjusted by the National Geodetic Survey in June 1991..
 CM1021
 CM1021.The geoid height was determined by GEOID03.
 CM1021
 CM1021.The dynamic height is computed by dividing the NAVD 88
 CM1021.geopotential number by the normal gravity value computed on the
 CM1021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1021.degrees latitude (g = 980.6199 gals.).
 CM1021
 CM1021.The modeled gravity was interpolated from observed gravity values.
 CM1021
 CM1021;                    North         East    Units  Estimated Accuracy
 CM1021;SPC AL E     -   216,460.      257,850.      MT  (+/- 180 meters Scaled)
 CM1021
 CM1021                          SUPERSEDED SURVEY CONTROL
 CM1021
 CM1021  NGVD 29 (??/??/92)  136.082  (m)          446.46   (f) ADJ UNCH    2 0
 CM1021
 CM1021.Superseded values are not recommended for survey control.
 CM1021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1021.See file dsdata.txt to determine how the superseded data were derived.
 CM1021
 CM1021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA674918(NAD 83)
 CM1021_MARKER: DB = BENCH MARK DISK
 CM1021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1021_STAMPING: A 379 1952
 CM1021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1021+STABILITY: SURFACE MOTION
 CM1021
 CM1021  HISTORY     - Date     Condition        Report By
 CM1021  HISTORY     - 1952     MONUMENTED       CGS
 CM1021
 CM1021                          STATION DESCRIPTION
 CM1021
 CM1021'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM1021'1.4 MI W FROM CRAWFORD.
 CM1021'ABOUT 1.35 MILES WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION
 CM1021'OF STATE HIGHWAY 169 AT CRAWFORD, ABOUT 0.35 MILE WEST OF A
 CM1021'50-FOOT BRIDGE OVER ISLAND CREEK, ABOUT 0.2 MILE EAST OF A CROSS
 CM1021'ROAD, AT THE JUNCTION OF A ROAD SOUTH, 68 FEET SOUTH OF CENTER
 CM1021'LINE OF HIGHWAY, 49 FEET WEST OF CENTER LINE OF ROAD SOUTH, 43
 CM1021'FEET SOUTHWEST OF SOUTH END OF AN 18-INCH PIPE CULVERT UNDER
 CM1021'HIGHWAY, 27 1/2 FEET NORTH OF A 14-INCH PINE TREE, 2 FEET NORTH
 CM1021'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE HIGHWAY AND SET
 CM1021'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1003 ***********************************************************************
 CM1003  DESIGNATION -  A 380
 CM1003  PID         -  CM1003
 CM1003  STATE/COUNTY-  AL/RUSSELL
 CM1003  USGS QUAD   -  SEALE (1984)
 CM1003
 CM1003                         *CURRENT SURVEY CONTROL
 CM1003  ___________________________________________________________________
 CM1003* NAD 83(1986)-  32 19 53.     (N)    085 11 40.     (W)     SCALED    
 CM1003* NAVD 88     -       144.374  (meters)     473.67   (feet)  ADJUSTED  
 CM1003  ___________________________________________________________________
 CM1003  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 CM1003  DYNAMIC HT  -         144.208 (meters)     473.12  (feet)  COMP
 CM1003  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CM1003
 CM1003  VERT ORDER  -  SECOND    CLASS 0
 CM1003
 CM1003.The horizontal coordinates were scaled from a topographic map and have
 CM1003.an estimated accuracy of +/- 6 seconds.
 CM1003
 CM1003.The orthometric height was determined by differential leveling
 CM1003.and adjusted by the National Geodetic Survey in June 1991..
 CM1003
 CM1003.The geoid height was determined by GEOID03.
 CM1003
 CM1003.The dynamic height is computed by dividing the NAVD 88
 CM1003.geopotential number by the normal gravity value computed on the
 CM1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1003.degrees latitude (g = 980.6199 gals.).
 CM1003
 CM1003.The modeled gravity was interpolated from observed gravity values.
 CM1003
 CM1003;                    North         East    Units  Estimated Accuracy
 CM1003;SPC AL E     -   203,230.      260,150.      MT  (+/- 180 meters Scaled)
 CM1003
 CM1003                          SUPERSEDED SURVEY CONTROL
 CM1003
 CM1003  NGVD 29 (??/??/92)  144.381  (m)          473.69   (f) ADJ UNCH    2 0
 CM1003
 CM1003.Superseded values are not recommended for survey control.
 CM1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1003.See file dsdata.txt to determine how the superseded data were derived.
 CM1003
 CM1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA699786(NAD 83)
 CM1003_MARKER: DB = BENCH MARK DISK
 CM1003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1003_STAMPING: A 380 1952
 CM1003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1003+STABILITY: SURFACE MOTION
 CM1003
 CM1003  HISTORY     - Date     Condition        Report By
 CM1003  HISTORY     - 1952     MONUMENTED       CGS
 CM1003
 CM1003                          STATION DESCRIPTION
 CM1003
 CM1003'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM1003'3.1 MI NW FROM SEALE.
 CM1003'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 26 FROM THE JUNCTION OF
 CM1003'U.S. HIGHWAY 241 AT SEALE, THENCE ABOUT 2.3 MILES NORTHWEST ALONG
 CM1003'A GRAVEL ROAD, ABOUT 0.1 MILE NORTHWEST OF JUNCTION OF A ROAD EAST,
 CM1003'ABOUT 1.05 MILES SOUTHEAST OF JUNCTION OF A ROAD EAST, AT THE JUNCTION
 CM1003'OF A DIM ROAD NORTH, 52 FEET NORTHEAST OF CENTER LINE OF ROAD, 34
 CM1003'FEET EAST OF CENTER LINE OF ROAD NORTH, 33 FEET WEST OF A CROOKED
 CM1003'8-INCH FORKED PINE TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 CM1003'POST, ABOUT 1 FOOT ABOVE ROAD LEVEL AND SET IN THE TOP OF A CONCRETE
 CM1003'POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE ROAD
 CM1003'JUNCTION AND SANDFORT STORE AT SANDFORT BY GOING ABOUT 1.85 MILES
 CM1003'SOUTHEAST ALONG A GRAVEL ROAD LEADING TO SEALE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0542 ***********************************************************************
 BT0542  DESIGNATION -  A 382 RESET
 BT0542  PID         -  BT0542
 BT0542  STATE/COUNTY-  AL/BARBOUR
 BT0542  USGS QUAD   -  WHITE OAK (1968)
 BT0542
 BT0542                         *CURRENT SURVEY CONTROL
 BT0542  ___________________________________________________________________
 BT0542* NAD 83(1986)-  31 54 01.     (N)    085 20 19.     (W)     SCALED    
 BT0542* NAVD 88     -        94.56   (meters)     310.2    (feet)  RESET     
 BT0542  ___________________________________________________________________
 BT0542  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BT0542
 BT0542  VERT ORDER  -  THIRD
 BT0542
 BT0542.The horizontal coordinates were scaled from a topographic map and have
 BT0542.an estimated accuracy of +/- 6 seconds.
 BT0542
 BT0542.The orthometric height was computed from unverified reset data.
 BT0542
 BT0542.The geoid height was determined by GEOID03.
 BT0542
 BT0542;                    North         East    Units  Estimated Accuracy
 BT0542;SPC AL E     -   155,350.      246,800.      MT  (+/- 180 meters Scaled)
 BT0542
 BT0542                          SUPERSEDED SURVEY CONTROL
 BT0542
 BT0542.No superseded survey control is available for this station.
 BT0542
 BT0542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA571305(NAD 83)
 BT0542_MARKER: DD = SURVEY DISK
 BT0542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0542_STAMPING: A 382 1952 RESET
 BT0542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0542+STABILITY: SURFACE MOTION
 BT0542
 BT0542  HISTORY     - Date     Condition        Report By
 BT0542  HISTORY     - 1968     MONUMENTED       NGS
 BT0542
 BT0542                          STATION DESCRIPTION
 BT0542
 BT0542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BT0542'AT WHITE OAK.
 BT0542'ABOUT 1 MILE WEST OF WHITE OAK CHURCH, AT WHITE OAK AND RAILROAD
 BT0542'CROSSING, 40 FEET NORTHEAST OF THE CROSSING, 35.5 FEET NORTHEAST
 BT0542'OF THE NORTH END OF A 20 INCH CULVERT UNDER RAILROAD, 28 FEET
 BT0542'NORTH OF THE CENTER LINE OF THE TRACK, 36 FEET EAST OF THE CENTER
 BT0542'LINE OF THE ROAD, 56 FEET SOUTH OF A 5 INCH PINE TREE IN A FIELD,
 BT0542'AND AT THE WEST END OF A HEDGE ROW, SET IN THE TOP OF A CONCRETE
 BT0542'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0739 ***********************************************************************
 BT0739  DESIGNATION -  A 383
 BT0739  PID         -  BT0739
 BT0739  STATE/COUNTY-  AL/BARBOUR
 BT0739  USGS QUAD   -  EUFAULA SOUTH (1981)
 BT0739
 BT0739                         *CURRENT SURVEY CONTROL
 BT0739  ___________________________________________________________________
 BT0739* NAD 83(1986)-  31 51 26.     (N)    085 10 25.     (W)     SCALED    
 BT0739* NAVD 88     -        86.146  (meters)     282.63   (feet)  ADJUSTED  
 BT0739  ___________________________________________________________________
 BT0739  GEOID HEIGHT-         -26.21  (meters)                     GEOID03
 BT0739  DYNAMIC HT  -          86.046 (meters)     282.30  (feet)  COMP
 BT0739  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 BT0739
 BT0739  VERT ORDER  -  SECOND    CLASS 0
 BT0739
 BT0739.The horizontal coordinates were scaled from a topographic map and have
 BT0739.an estimated accuracy of +/- 6 seconds.
 BT0739
 BT0739.The orthometric height was determined by differential leveling
 BT0739.and adjusted by the National Geodetic Survey in June 1991..
 BT0739
 BT0739.The geoid height was determined by GEOID03.
 BT0739
 BT0739.The dynamic height is computed by dividing the NAVD 88
 BT0739.geopotential number by the normal gravity value computed on the
 BT0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0739.degrees latitude (g = 980.6199 gals.).
 BT0739
 BT0739.The modeled gravity was interpolated from observed gravity values.
 BT0739
 BT0739;                    North         East    Units  Estimated Accuracy
 BT0739;SPC AL E     -   150,660.      262,430.      MT  (+/- 180 meters Scaled)
 BT0739
 BT0739                          SUPERSEDED SURVEY CONTROL
 BT0739
 BT0739  NGVD 29 (??/??/92)   86.193  (m)          282.78   (f) ADJ UNCH    2 0
 BT0739
 BT0739.Superseded values are not recommended for survey control.
 BT0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0739.See file dsdata.txt to determine how the superseded data were derived.
 BT0739
 BT0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA727260(NAD 83)
 BT0739_MARKER: DB = BENCH MARK DISK
 BT0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0739_STAMPING: A 383 1952
 BT0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0739+STABILITY: SURFACE MOTION
 BT0739
 BT0739  HISTORY     - Date     Condition        Report By
 BT0739  HISTORY     - 1952     MONUMENTED       CGS
 BT0739
 BT0739                          STATION DESCRIPTION
 BT0739
 BT0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0739'3 MI SW FROM EUFAULA.
 BT0739'ABOUT 2.15 MILES SOUTH ALONG U.S. HIGHWAY 241 FROM THE JUNCTION
 BT0739'OF U.S. HIGHWAY 82 AT EUFAULA, THENCE ABOUT 0.85 MILE SOUTHWEST
 BT0739'ALONG A GRAVEL ROAD, TRANSMISSION LINE CROSSING, IN THE WYE
 BT0739'FORMED BY JUNCTION OF GRAVEL ROAD AND HIGHWAY 30, 116 FEET
 BT0739'SOUTHEAST OF CENTER LINE OF GRAVEL ROAD, 127 FEET NORTH OF
 BT0739'CENTER LINE OF HIGHWAY, 7 FEET NORTH OF THE WEST POLE OF DUAL
 BT0739'POLE NO. 15 OF POWER TRANSMISSION LINE, ABOUT 4 FEET ABOVE
 BT0739'LEVEL OF GRAVEL ROAD, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP
 BT0739'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0745 ***********************************************************************
 BT0745  DESIGNATION -  A 384
 BT0745  PID         -  BT0745
 BT0745  STATE/COUNTY-  AL/BARBOUR
 BT0745  USGS QUAD   -  EUFAULA SOUTH (1981)
 BT0745
 BT0745                         *CURRENT SURVEY CONTROL
 BT0745  ___________________________________________________________________
 BT0745* NAD 83(1986)-  31 47 54.     (N)    085 14 33.     (W)     SCALED    
 BT0745* NAVD 88     -       122.468  (meters)     401.80   (feet)  ADJUSTED  
 BT0745  ___________________________________________________________________
 BT0745  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BT0745  DYNAMIC HT  -         122.324 (meters)     401.32  (feet)  COMP
 BT0745  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 BT0745
 BT0745  VERT ORDER  -  SECOND    CLASS 0
 BT0745
 BT0745.The horizontal coordinates were scaled from a topographic map and have
 BT0745.an estimated accuracy of +/- 6 seconds.
 BT0745
 BT0745.The orthometric height was determined by differential leveling
 BT0745.and adjusted by the National Geodetic Survey in June 1991..
 BT0745
 BT0745.The geoid height was determined by GEOID03.
 BT0745
 BT0745.The dynamic height is computed by dividing the NAVD 88
 BT0745.geopotential number by the normal gravity value computed on the
 BT0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0745.degrees latitude (g = 980.6199 gals.).
 BT0745
 BT0745.The modeled gravity was interpolated from observed gravity values.
 BT0745
 BT0745;                    North         East    Units  Estimated Accuracy
 BT0745;SPC AL E     -   144,100.      255,950.      MT  (+/- 180 meters Scaled)
 BT0745
 BT0745                          SUPERSEDED SURVEY CONTROL
 BT0745
 BT0745  NGVD 29 (??/??/92)  122.512  (m)          401.94   (f) ADJ UNCH    2 0
 BT0745
 BT0745.Superseded values are not recommended for survey control.
 BT0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0745.See file dsdata.txt to determine how the superseded data were derived.
 BT0745
 BT0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA663194(NAD 83)
 BT0745_MARKER: DB = BENCH MARK DISK
 BT0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0745_STAMPING: A 384 1952
 BT0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0745+STABILITY: SURFACE MOTION
 BT0745
 BT0745  HISTORY     - Date     Condition        Report By
 BT0745  HISTORY     - 1952     MONUMENTED       CGS
 BT0745  HISTORY     - 1961     GOOD             NGS
 BT0745
 BT0745                          STATION DESCRIPTION
 BT0745
 BT0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BT0745'3.7 MI NE FROM BAKERHILL.
 BT0745'LOCATED 3.7 MILES NORTHEAST ALONG STATE HIGHWAY 131 FROM THE
 BT0745'CROSSROADS AND POST OFFICE AT BAKERHILL, AT AN ABANDONDED
 BT0745'ROAD LEADING NORTHEAST ABOUT 125 YARDS WEST OF THE FREE MOUNT
 BT0745'JR. HIGH SCHOOL, AND ABOUT THE MIDDLE OF A LONG CURVE.  IT IS 40
 BT0745'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 19 FEET WEST OF A FENCE
 BT0745'CORNER, 1 FOOT SOUTH OF A FENCE LINE, 45 FEET NORTHWEST OF THE
 BT0745'INTERSECTION OF THE CENTERS OF THE HIGHWAY AND THE ABANDONDED
 BT0745'ROAD LEADING NORTHEAST, 36 FEET NORTH OF THE S IN THE WORD
 BT0745'SCHOOL PAINTED ON THE HIGHWAY, AND 1 FOOT NORTH OF A METAL
 BT0745'WITNESS POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH
 BT0745'ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1257 ***********************************************************************
 BT1257  DESIGNATION -  A 385
 BT1257  PID         -  BT1257
 BT1257  STATE/COUNTY-  AL/BARBOUR
 BT1257  USGS QUAD   -  LOUISVILLE (1968)
 BT1257
 BT1257                         *CURRENT SURVEY CONTROL
 BT1257  ___________________________________________________________________
 BT1257* NAD 83(1986)-  31 48 05.     (N)    085 33 03.     (W)     SCALED    
 BT1257* NAVD 88     -       159.448  (meters)     523.12   (feet)  ADJUSTED  
 BT1257  ___________________________________________________________________
 BT1257  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BT1257  DYNAMIC HT  -         159.261 (meters)     522.51  (feet)  COMP
 BT1257  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 BT1257
 BT1257  VERT ORDER  -  SECOND    CLASS 0
 BT1257
 BT1257.The horizontal coordinates were scaled from a topographic map and have
 BT1257.an estimated accuracy of +/- 6 seconds.
 BT1257
 BT1257.The orthometric height was determined by differential leveling
 BT1257.and adjusted by the National Geodetic Survey in June 1991..
 BT1257
 BT1257.The geoid height was determined by GEOID03.
 BT1257
 BT1257.The dynamic height is computed by dividing the NAVD 88
 BT1257.geopotential number by the normal gravity value computed on the
 BT1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1257.degrees latitude (g = 980.6199 gals.).
 BT1257
 BT1257.The modeled gravity was interpolated from observed gravity values.
 BT1257
 BT1257;                    North         East    Units  Estimated Accuracy
 BT1257;SPC AL E     -   144,320.      226,750.      MT  (+/- 180 meters Scaled)
 BT1257
 BT1257                          SUPERSEDED SURVEY CONTROL
 BT1257
 BT1257  NGVD 29 (??/??/92)  159.462  (m)          523.17   (f) ADJ UNCH    2 0
 BT1257
 BT1257.Superseded values are not recommended for survey control.
 BT1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1257.See file dsdata.txt to determine how the superseded data were derived.
 BT1257
 BT1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA371193(NAD 83)
 BT1257_MARKER: DB = BENCH MARK DISK
 BT1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1257_STAMPING: A 385 1952
 BT1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1257+STABILITY: SURFACE MOTION
 BT1257
 BT1257  HISTORY     - Date     Condition        Report By
 BT1257  HISTORY     - 1952     MONUMENTED       CGS
 BT1257
 BT1257                          STATION DESCRIPTION
 BT1257
 BT1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1257'1.2 MI NE FROM LOUISVILLE.
 BT1257'1.15 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT1257'THE STATION AT LOUISVILLE, 82 1/2 FEET SOUTH OF MILE POST S 364,
 BT1257'24.3 FEET WEST OF WEST RAIL, 49 FEET EAST OF CENTER LINE OF A
 BT1257'NARROW ROAD WHICH PARALLELS THE TRACK, ABOUT 0.15 MILE NORTH OF
 BT1257'CROSSING OF NARROW ROAD AND TRACK, 2 FEET SOUTH OF A WHITE WOODEN
 BT1257'WITNESS POST, ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK AND SET IN
 BT1257'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0940 ***********************************************************************
 CM0940  DESIGNATION -  A 386
 CM0940  PID         -  CM0940
 CM0940  STATE/COUNTY-  AL/BARBOUR
 CM0940  USGS QUAD   -  BATESVILLE (1973)
 CM0940
 CM0940                         *CURRENT SURVEY CONTROL
 CM0940  ___________________________________________________________________
 CM0940* NAD 83(1986)-  32 00 37.     (N)    085 18 47.     (W)     SCALED    
 CM0940* NAVD 88     -        80.505  (meters)     264.12   (feet)  ADJUSTED  
 CM0940  ___________________________________________________________________
 CM0940  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CM0940  DYNAMIC HT  -          80.412 (meters)     263.82  (feet)  COMP
 CM0940  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CM0940
 CM0940  VERT ORDER  -  SECOND    CLASS 0
 CM0940
 CM0940.The horizontal coordinates were scaled from a topographic map and have
 CM0940.an estimated accuracy of +/- 6 seconds.
 CM0940
 CM0940.The orthometric height was determined by differential leveling
 CM0940.and adjusted by the National Geodetic Survey in June 1991..
 CM0940
 CM0940.The geoid height was determined by GEOID03.
 CM0940
 CM0940.The dynamic height is computed by dividing the NAVD 88
 CM0940.geopotential number by the normal gravity value computed on the
 CM0940.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0940.degrees latitude (g = 980.6199 gals.).
 CM0940
 CM0940.The modeled gravity was interpolated from observed gravity values.
 CM0940
 CM0940;                    North         East    Units  Estimated Accuracy
 CM0940;SPC AL E     -   167,560.      249,160.      MT  (+/- 180 meters Scaled)
 CM0940
 CM0940                          SUPERSEDED SURVEY CONTROL
 CM0940
 CM0940  NGVD 29 (??/??/92)   80.530  (m)          264.21   (f) ADJ UNCH    2 0
 CM0940
 CM0940.Superseded values are not recommended for survey control.
 CM0940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0940.See file dsdata.txt to determine how the superseded data were derived.
 CM0940
 CM0940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA593428(NAD 83)
 CM0940_MARKER: DB = BENCH MARK DISK
 CM0940_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0940_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0940_STAMPING: A 386 1952
 CM0940_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0940+STABILITY: SURFACE MOTION
 CM0940
 CM0940  HISTORY     - Date     Condition        Report By
 CM0940  HISTORY     - 1952     MONUMENTED       CGS
 CM0940
 CM0940                          STATION DESCRIPTION
 CM0940
 CM0940'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0940'AT BATESVILLE.
 CM0940'AT BATESVILLE, ABOUT 140 YARDS WEST ALONG THE CENTRAL OF GEORGIA
 CM0940'RAILWAY FROM THE STATION, 19 FEET NORTH OF NORTH RAIL OF A SIDE
 CM0940'TRACK, 24 FEET NORTH OF NORTH RAIL OF MAIN TRACK, 3 FEET NORTHEAST
 CM0940'OF MILE POST S 348, 71 FEET NORTHWEST OF CENTER OF CROSSING OF
 CM0940'MAIN TRACK AND A GRADED ROAD, ABOUT 1 FOOT ABOVE LEVEL OF TRACK
 CM0940'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0994 ***********************************************************************
 CM0994  DESIGNATION -  A 387
 CM0994  PID         -  CM0994
 CM0994  STATE/COUNTY-  AL/RUSSELL
 CM0994  USGS QUAD   -  CRAWFORD (1984)
 CM0994
 CM0994                         *CURRENT SURVEY CONTROL
 CM0994  ___________________________________________________________________
 CM0994* NAD 83(1986)-  32 26 04.     (N)    085 08 50.     (W)     SCALED    
 CM0994* NAVD 88     -       123.037  (meters)     403.66   (feet)  ADJUSTED  
 CM0994  ___________________________________________________________________
 CM0994  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CM0994  DYNAMIC HT  -         122.896 (meters)     403.20  (feet)  COMP
 CM0994  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CM0994
 CM0994  VERT ORDER  -  SECOND    CLASS 0
 CM0994
 CM0994.The horizontal coordinates were scaled from a topographic map and have
 CM0994.an estimated accuracy of +/- 6 seconds.
 CM0994
 CM0994.The orthometric height was determined by differential leveling
 CM0994.and adjusted by the National Geodetic Survey in June 1991..
 CM0994
 CM0994.The geoid height was determined by GEOID03.
 CM0994
 CM0994.The dynamic height is computed by dividing the NAVD 88
 CM0994.geopotential number by the normal gravity value computed on the
 CM0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0994.degrees latitude (g = 980.6199 gals.).
 CM0994
 CM0994.The modeled gravity was interpolated from observed gravity values.
 CM0994
 CM0994;                    North         East    Units  Estimated Accuracy
 CM0994;SPC AL E     -   214,690.      264,520.      MT  (+/- 180 meters Scaled)
 CM0994
 CM0994                          SUPERSEDED SURVEY CONTROL
 CM0994
 CM0994  NGVD 29 (??/??/92)  123.045  (m)          403.69   (f) ADJ UNCH    2 0
 CM0994
 CM0994.Superseded values are not recommended for survey control.
 CM0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0994.See file dsdata.txt to determine how the superseded data were derived.
 CM0994
 CM0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA741901(NAD 83)
 CM0994_MARKER: DB = BENCH MARK DISK
 CM0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0994_STAMPING: A 387 1952
 CM0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0994+STABILITY: SURFACE MOTION
 CM0994
 CM0994  HISTORY     - Date     Condition        Report By
 CM0994  HISTORY     - 1952     MONUMENTED       CGS
 CM0994
 CM0994                          STATION DESCRIPTION
 CM0994
 CM0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0994'3.1 MI SE FROM CRAWFORD.
 CM0994'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE METHODIST CHURCH
 CM0994'AT CRAWFORD, THENCE ABOUT 2.95 MILES SOUTHEAST ALONG A BLACK TOP
 CM0994'ROAD, ABOUT 0.85 MILE SOUTHEAST OF THE JUNCTION OF A BLACK TOP ROAD
 CM0994'NORTHEAST, ON THE OUTSIDE AND AT THE SOUTH END OF A CURVE WITH
 CM0994'TANGENTS EXTENDING SOUTH AND NORTHWEST, AT THE JUNCTION OF A NARROW
 CM0994'SAND ROAD LEADING EAST, 44 FEET EAST OF CENTER LINE OF ROAD, 36 FEET
 CM0994'SOUTH OF CENTER LINE OF ROAD EAST, 36 FEET SOUTHEAST OF SOUTH END
 CM0994'OF A 24-INCH WOODEN CULVERT UNDER ROAD EAST, 2 FEET NORTH OF A WHITE
 CM0994'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 CM0994'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0852 ***********************************************************************
 CM0852  DESIGNATION -  A 388
 CM0852  PID         -  CM0852
 CM0852  STATE/COUNTY-  AL/RUSSELL
 CM0852  USGS QUAD   -  SEALE (1984)
 CM0852
 CM0852                         *CURRENT SURVEY CONTROL
 CM0852  ___________________________________________________________________
 CM0852* NAD 83(1986)-  32 17 04.     (N)    085 08 32.     (W)     SCALED    
 CM0852* NAVD 88     -       112.882  (meters)     370.35   (feet)  ADJUSTED  
 CM0852  ___________________________________________________________________
 CM0852  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CM0852  DYNAMIC HT  -         112.753 (meters)     369.92  (feet)  COMP
 CM0852  MODELED GRAV-     979,493.7   (mgal)                       NAVD 88
 CM0852
 CM0852  VERT ORDER  -  SECOND    CLASS 0
 CM0852
 CM0852.The horizontal coordinates were scaled from a topographic map and have
 CM0852.an estimated accuracy of +/- 6 seconds.
 CM0852
 CM0852.The orthometric height was determined by differential leveling
 CM0852.and adjusted by the National Geodetic Survey in June 1991..
 CM0852
 CM0852.The geoid height was determined by GEOID03.
 CM0852
 CM0852.The dynamic height is computed by dividing the NAVD 88
 CM0852.geopotential number by the normal gravity value computed on the
 CM0852.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0852.degrees latitude (g = 980.6199 gals.).
 CM0852
 CM0852.The modeled gravity was interpolated from observed gravity values.
 CM0852
 CM0852;                    North         East    Units  Estimated Accuracy
 CM0852;SPC AL E     -   198,050.      265,100.      MT  (+/- 180 meters Scaled)
 CM0852
 CM0852                          SUPERSEDED SURVEY CONTROL
 CM0852
 CM0852  NGVD 29 (??/??/92)  112.898  (m)          370.40   (f) ADJ UNCH    2 0
 CM0852
 CM0852.Superseded values are not recommended for survey control.
 CM0852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0852.See file dsdata.txt to determine how the superseded data were derived.
 CM0852
 CM0852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA749734(NAD 83)
 CM0852_MARKER: DB = BENCH MARK DISK
 CM0852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0852_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0852_STAMPING: A 388 1952
 CM0852_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0852+STABILITY: SURFACE MOTION
 CM0852
 CM0852  HISTORY     - Date     Condition        Report By
 CM0852  HISTORY     - 1952     MONUMENTED       CGS
 CM0852
 CM0852                          STATION DESCRIPTION
 CM0852
 CM0852'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0852'1.8 MI SE FROM SEALE.
 CM0852'ABOUT 1.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CENTRAL OF
 CM0852'GEORGIA RAILWAY STATION AT SEALE, THENCE ABOUT 0.7 MILE EAST
 CM0852'ALONG A GRAVEL ROAD, AT THE TOP OF A GRADE, AT THE JUNCTION OF A
 CM0852'DIM ROAD NORTHEAST ACROSS A LARGE CLEARING, 43 FEET NORTH OF
 CM0852'CENTER LINE OF ROAD, 25 FEET NORTHWEST OF CENTER LINE OF DIM
 CM0852'ROAD, 88 1/2 FEET EAST OF THE SECOND POWER POLE EAST OF A POLE
 CM0852'WITH A TRANSFORMER, IN LINE WITH THE ROW OF POWER POLES, 1 1/2
 CM0852'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 CM0852'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0852'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1148 ***********************************************************************
 BT1148  DESIGNATION -  A 389
 BT1148  PID         -  BT1148
 BT1148  STATE/COUNTY-  AL/HOUSTON
 BT1148  USGS QUAD   -  SAFFOLD (1981)
 BT1148
 BT1148                         *CURRENT SURVEY CONTROL
 BT1148  ___________________________________________________________________
 BT1148* NAD 83(1986)-  31 06 36.     (N)    085 03 24.     (W)     SCALED    
 BT1148* NAVD 88     -        47.134  (meters)     154.64   (feet)  ADJUSTED  
 BT1148  ___________________________________________________________________
 BT1148  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BT1148  DYNAMIC HT  -          47.074 (meters)     154.44  (feet)  COMP
 BT1148  MODELED GRAV-     979,381.2   (mgal)                       NAVD 88
 BT1148
 BT1148  VERT ORDER  -  SECOND    CLASS 0
 BT1148
 BT1148.The horizontal coordinates were scaled from a topographic map and have
 BT1148.an estimated accuracy of +/- 6 seconds.
 BT1148
 BT1148.The orthometric height was determined by differential leveling
 BT1148.and adjusted by the National Geodetic Survey in June 1991..
 BT1148
 BT1148.The geoid height was determined by GEOID03.
 BT1148
 BT1148.The dynamic height is computed by dividing the NAVD 88
 BT1148.geopotential number by the normal gravity value computed on the
 BT1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1148.degrees latitude (g = 980.6199 gals.).
 BT1148
 BT1148.The modeled gravity was interpolated from observed gravity values.
 BT1148
 BT1148;                    North         East    Units  Estimated Accuracy
 BT1148;SPC AL E     -    67,890.      274,090.      MT  (+/- 180 meters Scaled)
 BT1148
 BT1148                          SUPERSEDED SURVEY CONTROL
 BT1148
 BT1148  NGVD 29 (??/??/92)   47.253  (m)          155.03   (f) ADJ UNCH    2 0
 BT1148
 BT1148.Superseded values are not recommended for survey control.
 BT1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1148.See file dsdata.txt to determine how the superseded data were derived.
 BT1148
 BT1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV853434(NAD 83)
 BT1148_MARKER: DB = BENCH MARK DISK
 BT1148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1148_STAMPING: A 389 1952
 BT1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1148+STABILITY: SURFACE MOTION
 BT1148
 BT1148  HISTORY     - Date     Condition        Report By
 BT1148  HISTORY     - 1952     MONUMENTED       CGS
 BT1148
 BT1148                          STATION DESCRIPTION
 BT1148
 BT1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1148'1.4 MI S FROM ALAGA.
 BT1148'ABOUT 1.35 MILES SOUTH ALONG A GRADED ROAD FROM THE ATLANTIC COAST
 BT1148'LINE RAILROAD STATION AT ALAGA, ABOUT 1.05 MILE SOUTH OF THE
 BT1148'INTERSECTION OF U.S. HIGHWAY 84, AT THE JUNCTION OF A ROAD SOUTHWEST,
 BT1148'51 FEET SOUTHWEST OF CENTER LINE OF ROAD, 57 FEET NORTHWEST OF CENTER
 BT1148'LINE OF ROAD SOUTHWEST, 66 FEET NORTHEAST OF A 20-INCH OAK TREE,
 BT1148'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 BT1148'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1092 ***********************************************************************
 EE1092  DESIGNATION -  A 39
 EE1092  PID         -  EE1092
 EE1092  STATE/COUNTY-  AL/CHEROKEE
 EE1092  USGS QUAD   -  CENTRE (1986)
 EE1092
 EE1092                         *CURRENT SURVEY CONTROL
 EE1092  ___________________________________________________________________
 EE1092* NAD 83(1986)-  34 09 20.     (N)    085 41 37.     (W)     SCALED    
 EE1092* NAVD 88     -       176.663  (meters)     579.60   (feet)  ADJUSTED  
 EE1092  ___________________________________________________________________
 EE1092  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE1092  DYNAMIC HT  -         176.481 (meters)     579.00  (feet)  COMP
 EE1092  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 EE1092
 EE1092  VERT ORDER  -  SECOND    CLASS 0
 EE1092
 EE1092.The horizontal coordinates were scaled from a topographic map and have
 EE1092.an estimated accuracy of +/- 6 seconds.
 EE1092
 EE1092.The orthometric height was determined by differential leveling
 EE1092.and adjusted by the National Geodetic Survey in June 1991..
 EE1092
 EE1092.The geoid height was determined by GEOID03.
 EE1092
 EE1092.The dynamic height is computed by dividing the NAVD 88
 EE1092.geopotential number by the normal gravity value computed on the
 EE1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1092.degrees latitude (g = 980.6199 gals.).
 EE1092
 EE1092.The modeled gravity was interpolated from observed gravity values.
 EE1092
 EE1092;                    North         East    Units  Estimated Accuracy
 EE1092;SPC AL E     -   405,370.      212,880.      MT  (+/- 180 meters Scaled)
 EE1092
 EE1092                          SUPERSEDED SURVEY CONTROL
 EE1092
 EE1092  NGVD 29 (??/??/92)  176.622  (m)          579.47   (f) ADJ UNCH    2 0
 EE1092
 EE1092.Superseded values are not recommended for survey control.
 EE1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1092.See file dsdata.txt to determine how the superseded data were derived.
 EE1092
 EE1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC204801(NAD 83)
 EE1092_MARKER: DB = BENCH MARK DISK
 EE1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1092_STAMPING: A 39 1934
 EE1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1092+STABILITY: SURFACE MOTION
 EE1092
 EE1092  HISTORY     - Date     Condition        Report By
 EE1092  HISTORY     - 1934     MONUMENTED       CGS
 EE1092  HISTORY     - 1947     MARK NOT FOUND   NGS
 EE1092  HISTORY     - 1959     MARK NOT FOUND   NGS
 EE1092
 EE1092                          STATION DESCRIPTION
 EE1092
 EE1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE1092'0.9 MI W FROM CENTRE.
 EE1092'ORIGINAL DESCRIPTION-- ABOUT 0.9 MILE WEST ALONG STATE HIGHWAY 23
 EE1092'FROM THE COURTHOUSE AT CENTER, CHEROKEE COUNTY, AT A CROSS ROAD,
 EE1092'33 FEET EAST OF THE CENTER LINE OF THE ROAD, AND 31 FEET SOUTH
 EE1092'OF THE CENTER LINE OF THE HIGHWAY.  SET IN THE TOP OF A CONCRETE
 EE1092'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.  SEVERAL HOUSES
 EE1092'HAVE BEEN BUILT AT THE DESCRIBED LOCATION AND 2 TO 3 FEET OF
 EE1092'DIRT HAS BEEN FILLED IN.  SINCE THE DESCRIPTION IS VOID NOW WITH
 EE1092'MEASUREMENTS INDEFINITE SINCE THE NEW CONSTRUCTION THE PRESENT
 EE1092'OWNERS ARE RELUCTANT TO HAVING MARK THOROUGHLY SEARCHED FOR AS
 EE1092'IT WOULD PROBABLY TAKE CONSIDERABLE DIGGING.  RESIDENT SURVEYOR
 EE1092'REPORTS THAT MARK MAY BE UNDISTURBED.
 EE1092
 EE1092                          STATION RECOVERY (1959)
 EE1092
 EE1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EE1092'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0918 ***********************************************************************
 BT0918  DESIGNATION -  A 390
 BT0918  PID         -  BT0918
 BT0918  STATE/COUNTY-  AL/HOUSTON
 BT0918  USGS QUAD   -  ASHFORD (1970)
 BT0918
 BT0918                         *CURRENT SURVEY CONTROL
 BT0918  ___________________________________________________________________
 BT0918* NAD 83(1986)-  31 09 16.     (N)    085 10 34.     (W)     SCALED    
 BT0918* NAVD 88     -        63.641  (meters)     208.80   (feet)  ADJUSTED  
 BT0918  ___________________________________________________________________
 BT0918  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BT0918  DYNAMIC HT  -          63.561 (meters)     208.53  (feet)  COMP
 BT0918  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 BT0918
 BT0918  VERT ORDER  -  SECOND    CLASS 0
 BT0918
 BT0918.The horizontal coordinates were scaled from a topographic map and have
 BT0918.an estimated accuracy of +/- 6 seconds.
 BT0918
 BT0918.The orthometric height was determined by differential leveling
 BT0918.and adjusted by the National Geodetic Survey in June 1991..
 BT0918
 BT0918.The geoid height was determined by GEOID03.
 BT0918
 BT0918.The dynamic height is computed by dividing the NAVD 88
 BT0918.geopotential number by the normal gravity value computed on the
 BT0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0918.degrees latitude (g = 980.6199 gals.).
 BT0918
 BT0918.The modeled gravity was interpolated from observed gravity values.
 BT0918
 BT0918;                    North         East    Units  Estimated Accuracy
 BT0918;SPC AL E     -    72,740.      262,660.      MT  (+/- 180 meters Scaled)
 BT0918
 BT0918                          SUPERSEDED SURVEY CONTROL
 BT0918
 BT0918  NGVD 29 (??/??/92)   63.747  (m)          209.14   (f) ADJ UNCH    2 0
 BT0918
 BT0918.Superseded values are not recommended for survey control.
 BT0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0918.See file dsdata.txt to determine how the superseded data were derived.
 BT0918
 BT0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV738481(NAD 83)
 BT0918_MARKER: DB = BENCH MARK DISK
 BT0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0918_STAMPING: A 390 1952
 BT0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0918+STABILITY: SURFACE MOTION
 BT0918
 BT0918  HISTORY     - Date     Condition        Report By
 BT0918  HISTORY     - 1952     MONUMENTED       CGS
 BT0918
 BT0918                          STATION DESCRIPTION
 BT0918
 BT0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0918'AT PANSEY.
 BT0918'AT PANSEY, ALONG THE ATLANTIC COAST LINE RAILROAD, 215 FEET
 BT0918'SOUTHEAST AND ACROSS TRACK FROM THE SOUTH CORNER OF THE STATION,
 BT0918'28 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK, 39 FEET
 BT0918'NORTHEAST OF CENTER LINE OF A BLACK TOP ROAD THAT PARALLELS
 BT0918'THE TRACK, 49 FEET SOUTHEAST OF THE EXTENDED CENTER LINE OF A
 BT0918'BLACK TOP ROAD SOUTHWEST LEADING TO U.S. HIGHWAY 84, 34 1/2 FEET
 BT0918'WEST OF A SWITCH STAND, 2 FEET NORTHEAST OF A TELEPHONE POLE,
 BT0918'ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A
 BT0918'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0854 ***********************************************************************
 CM0854  DESIGNATION -  A 391
 CM0854  PID         -  CM0854
 CM0854  STATE/COUNTY-  AL/RUSSELL
 CM0854  USGS QUAD   -  TWIN SPRINGS (1985)
 CM0854
 CM0854                         *CURRENT SURVEY CONTROL
 CM0854  ___________________________________________________________________
 CM0854* NAD 83(1986)-  32 04 20.     (N)    085 06 00.     (W)     SCALED    
 CM0854* NAVD 88     -        88.960  (meters)     291.86   (feet)  ADJUSTED  
 CM0854  ___________________________________________________________________
 CM0854  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM0854  DYNAMIC HT  -          88.858 (meters)     291.53  (feet)  COMP
 CM0854  MODELED GRAV-     979,485.0   (mgal)                       NAVD 88
 CM0854
 CM0854  VERT ORDER  -  SECOND    CLASS 0
 CM0854
 CM0854.The horizontal coordinates were scaled from a topographic map and have
 CM0854.an estimated accuracy of +/- 6 seconds.
 CM0854
 CM0854.The orthometric height was determined by differential leveling
 CM0854.and adjusted by the National Geodetic Survey in June 1991..
 CM0854
 CM0854.The geoid height was determined by GEOID03.
 CM0854
 CM0854.The dynamic height is computed by dividing the NAVD 88
 CM0854.geopotential number by the normal gravity value computed on the
 CM0854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0854.degrees latitude (g = 980.6199 gals.).
 CM0854
 CM0854.The modeled gravity was interpolated from observed gravity values.
 CM0854
 CM0854;                    North         East    Units  Estimated Accuracy
 CM0854;SPC AL E     -   174,550.      269,240.      MT  (+/- 180 meters Scaled)
 CM0854
 CM0854                          SUPERSEDED SURVEY CONTROL
 CM0854
 CM0854  NGVD 29 (??/??/92)   88.997  (m)          291.98   (f) ADJ UNCH    2 0
 CM0854
 CM0854.Superseded values are not recommended for survey control.
 CM0854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0854.See file dsdata.txt to determine how the superseded data were derived.
 CM0854
 CM0854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA793500(NAD 83)
 CM0854_MARKER: DB = BENCH MARK DISK
 CM0854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0854_STAMPING: A 391 1952
 CM0854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0854+STABILITY: SURFACE MOTION
 CM0854
 CM0854  HISTORY     - Date     Condition        Report By
 CM0854  HISTORY     - 1952     MONUMENTED       CGS
 CM0854
 CM0854                          STATION DESCRIPTION
 CM0854
 CM0854'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0854'6.2 MI SW FROM COTTONTON.
 CM0854'ABOUT 5.4 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 CM0854'AT COTTONTON, THENCE ABOUT 0.85 MILE WEST ALONG A GRADED ROAD,
 CM0854'ABOUT 0.1 MILE NORTHWEST OF A LARGE TIN-ROOFED FARM HOUSE, 56
 CM0854'FEET SOUTHWEST OF CENTER LINE OF ROAD, 1 FOOT WEST OF A WIRE
 CM0854'FENCE LEADING SOUTH, 6 FEET EAST OF CENTER LINE OF A TRAIL SOUTH
 CM0854'TO WILLIAMS CEMETERY, 120 FEET NORTHEAST OF NORTHEAST CORNER OF
 CM0854'IRON FENCE AROUND CEMETERY, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 CM0854'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0899 ***********************************************************************
 CM0899  DESIGNATION -  A 392 RESET
 CM0899  PID         -  CM0899
 CM0899  STATE/COUNTY-  AL/BARBOUR
 CM0899  USGS QUAD   -  COMER (1973)
 CM0899
 CM0899                         *CURRENT SURVEY CONTROL
 CM0899  ___________________________________________________________________
 CM0899* NAD 83(1986)-  32 06 10.     (N)    085 22 48.     (W)     SCALED    
 CM0899* NAVD 88     -       139.22   (meters)     456.8    (feet)  RESET     
 CM0899  ___________________________________________________________________
 CM0899  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CM0899
 CM0899  VERT ORDER  -  THIRD
 CM0899
 CM0899.The horizontal coordinates were scaled from a topographic map and have
 CM0899.an estimated accuracy of +/- 6 seconds.
 CM0899
 CM0899.The orthometric height was computed from unverified reset data.
 CM0899
 CM0899.The geoid height was determined by GEOID03.
 CM0899
 CM0899;                    North         East    Units  Estimated Accuracy
 CM0899;SPC AL E     -   177,790.      242,790.      MT  (+/- 180 meters Scaled)
 CM0899
 CM0899                          SUPERSEDED SURVEY CONTROL
 CM0899
 CM0899  NGVD 29 (??/??/??)  139.23   (m)          456.8    (f) RESET       3  
 CM0899
 CM0899.Superseded values are not recommended for survey control.
 CM0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0899.See file dsdata.txt to determine how the superseded data were derived.
 CM0899
 CM0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA528529(NAD 83)
 CM0899_MARKER: DB = BENCH MARK DISK
 CM0899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0899_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0899_STAMPING: A 392 RESET 1958
 CM0899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0899+STABILITY: SURFACE MOTION
 CM0899
 CM0899  HISTORY     - Date     Condition        Report By
 CM0899  HISTORY     - 1958     MONUMENTED       CGS
 CM0899
 CM0899                          STATION DESCRIPTION
 CM0899
 CM0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CM0899'3 MI NW FROM SPRING HILL.
 CM0899'3 MILES NORTHWEST ALONG A BLACKTOP ROAD FROM THE JUNCTION WITH
 CM0899'ANOTHER BLACKTOP ROAD AT SPRING HILL, 0.7 MILE EAST OF THE JUNCTION
 CM0899'WITH A T ROAD, NEAR THE TOP OF A HILL AND AT THE SOUTH EDGE OF A
 CM0899'CULTIVATED FIELD PLANTED IN YOUNG PINE TREES, 56 FEET NORTH OF THE
 CM0899'CENTER OF THE ROAD, 15 FEET NORTH OF THE CENTER OF A FIELD ROAD
 CM0899'LEADING NORTHWEST, 1.0 FOOT EAST OF AN ANCHORED POWER POLE, AND SET
 CM0899'IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1336 ***********************************************************************
 BT1336  DESIGNATION -  A 393
 BT1336  PID         -  BT1336
 BT1336  STATE/COUNTY-  AL/BARBOUR
 BT1336  USGS QUAD   -  MOUNT ANDREW (1968)
 BT1336
 BT1336                         *CURRENT SURVEY CONTROL
 BT1336  ___________________________________________________________________
 BT1336* NAD 83(1986)-  31 58 24.     (N)    085 30 26.     (W)     SCALED    
 BT1336* NAVD 88     -       151.757  (meters)     497.89   (feet)  ADJUSTED  
 BT1336  ___________________________________________________________________
 BT1336  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT1336  DYNAMIC HT  -         151.580 (meters)     497.31  (feet)  COMP
 BT1336  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 BT1336
 BT1336  VERT ORDER  -  SECOND    CLASS 0
 BT1336
 BT1336.The horizontal coordinates were scaled from a topographic map and have
 BT1336.an estimated accuracy of +/- 6 seconds.
 BT1336
 BT1336.The orthometric height was determined by differential leveling
 BT1336.and adjusted by the National Geodetic Survey in June 1991..
 BT1336
 BT1336.The geoid height was determined by GEOID03.
 BT1336
 BT1336.The dynamic height is computed by dividing the NAVD 88
 BT1336.geopotential number by the normal gravity value computed on the
 BT1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1336.degrees latitude (g = 980.6199 gals.).
 BT1336
 BT1336.The modeled gravity was interpolated from observed gravity values.
 BT1336
 BT1336;                    North         East    Units  Estimated Accuracy
 BT1336;SPC AL E     -   163,390.      230,820.      MT  (+/- 180 meters Scaled)
 BT1336
 BT1336                          SUPERSEDED SURVEY CONTROL
 BT1336
 BT1336  NGVD 29 (??/??/92)  151.756  (m)          497.89   (f) ADJ UNCH    2 0
 BT1336
 BT1336.Superseded values are not recommended for survey control.
 BT1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1336.See file dsdata.txt to determine how the superseded data were derived.
 BT1336
 BT1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA410384(NAD 83)
 BT1336_MARKER: DB = BENCH MARK DISK
 BT1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1336_STAMPING: A 393 1952
 BT1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1336+STABILITY: SURFACE MOTION
 BT1336
 BT1336  HISTORY     - Date     Condition        Report By
 BT1336  HISTORY     - 1952     MONUMENTED       CGS
 BT1336
 BT1336                          STATION DESCRIPTION
 BT1336
 BT1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1336'1 MI NE FROM MT ANDREW.
 BT1336'1.05 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE
 BT1336'AND JUNCTION OF STATE HIGHWAY 51 AT MT. ANDREW, ABOUT 0.95 MILE
 BT1336'NORTHEAST OF JUNCTION OF A ROAD SOUTHEAST, ON THE OUTSIDE OF A
 BT1336'CURVE WITH TANGENTS EXTENDING NORTH AND WEST, ABOUT 45 YARDS NORTH
 BT1336'OF CENTER OF CURVE, 28 1/2 FEET EAST OF CENTER LINE OF ROAD,
 BT1336'20 1/2 FEET NORTH OF A FORKED 24-INCH PINE TREE, 54 FEET
 BT1336'NORTHEAST OF CENTER OF JUNCTION OF A TRAIL EAST TO A TRASH PILE,
 BT1336'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 BT1336'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0689 ***********************************************************************
 BT0689  DESIGNATION -  A 394 RESET
 BT0689  PID         -  BT0689
 BT0689  STATE/COUNTY-  AL/BARBOUR
 BT0689  USGS QUAD   -  EUFAULA SOUTH (1981)
 BT0689
 BT0689                         *CURRENT SURVEY CONTROL
 BT0689  ___________________________________________________________________
 BT0689* NAD 83(1986)-  31 46 46.     (N)    085 09 47.     (W)     SCALED    
 BT0689* NAVD 88     -        84.04   (meters)     275.7    (feet)  RESET     
 BT0689  ___________________________________________________________________
 BT0689  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BT0689
 BT0689  VERT ORDER  -  THIRD
 BT0689
 BT0689.The horizontal coordinates were scaled from a topographic map and have
 BT0689.an estimated accuracy of +/- 6 seconds.
 BT0689
 BT0689.The orthometric height was computed from unverified reset data.
 BT0689
 BT0689.The geoid height was determined by GEOID03.
 BT0689
 BT0689;                    North         East    Units  Estimated Accuracy
 BT0689;SPC AL E     -   142,040.      263,490.      MT  (+/- 180 meters Scaled)
 BT0689
 BT0689                          SUPERSEDED SURVEY CONTROL
 BT0689
 BT0689  NGVD 29 (??/??/??)   84.10   (m)          275.9    (f) RESET       3  
 BT0689
 BT0689.Superseded values are not recommended for survey control.
 BT0689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0689.See file dsdata.txt to determine how the superseded data were derived.
 BT0689
 BT0689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA739174(NAD 83)
 BT0689_MARKER: DB = BENCH MARK DISK
 BT0689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0689_STAMPING: A 394 RESET 1961
 BT0689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0689+STABILITY: SURFACE MOTION
 BT0689
 BT0689  HISTORY     - Date     Condition        Report By
 BT0689  HISTORY     - 1961     MONUMENTED       CGS
 BT0689
 BT0689                          STATION DESCRIPTION
 BT0689
 BT0689'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BT0689'1.8 MI SE FROM TERESE.
 BT0689'THIS MARK IS LOCATED 0.4 MILE SOUTH ALONG U.S. HIGHWAY 241 FROM
 BT0689'A GROUP OF STORES AT TERESE, THENCE ABOUT 1.35 MILE SOUTHEAST
 BT0689'ALONG STATE HIGHWAY 47, AT THE NORTHEAST ANGLE OF THE JUNCTION
 BT0689'WITH A PRIVATE ROAD LEADING SOUTH TO MR. H. FOYS FARM, 0.8 MILE
 BT0689'NORTH OF THE BRIDGE OVER SANDY CREEK AND THE HENRY-BARBOUR
 BT0689'COUNTY LINE, 38 FEET EAST OF THE CENTERLINE OF STATE HIGHWAY
 BT0689'47, 50 FEET NORTH OF THE CENTERLINE OF THE DRIVEWAY SOUTH, 26
 BT0689'FEET NORTH OF A FENCE CORNER ONE FOOT WEST OF A WIRE FENCE,
 BT0689'AND ONE FOOT EAST OF A METAL WITNESS POST, SET IN THE TOP OF
 BT0689'A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1081 ***********************************************************************
 BT1081  DESIGNATION -  A 395
 BT1081  PID         -  BT1081
 BT1081  STATE/COUNTY-  AL/HOUSTON
 BT1081  USGS QUAD   -  ASHFORD (1970)
 BT1081
 BT1081                         *CURRENT SURVEY CONTROL
 BT1081  ___________________________________________________________________
 BT1081* NAD 83(1986)-  31 11 34.     (N)    085 13 54.     (W)     SCALED    
 BT1081* NAVD 88     -        79.612  (meters)     261.19   (feet)  ADJUSTED  
 BT1081  ___________________________________________________________________
 BT1081  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BT1081  DYNAMIC HT  -          79.513 (meters)     260.87  (feet)  COMP
 BT1081  MODELED GRAV-     979,392.2   (mgal)                       NAVD 88
 BT1081
 BT1081  VERT ORDER  -  SECOND    CLASS 0
 BT1081
 BT1081.The horizontal coordinates were scaled from a topographic map and have
 BT1081.an estimated accuracy of +/- 6 seconds.
 BT1081
 BT1081.The orthometric height was determined by differential leveling
 BT1081.and adjusted by the National Geodetic Survey in June 1991..
 BT1081
 BT1081.The geoid height was determined by GEOID03.
 BT1081
 BT1081.The dynamic height is computed by dividing the NAVD 88
 BT1081.geopotential number by the normal gravity value computed on the
 BT1081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1081.degrees latitude (g = 980.6199 gals.).
 BT1081
 BT1081.The modeled gravity was interpolated from observed gravity values.
 BT1081
 BT1081;                    North         East    Units  Estimated Accuracy
 BT1081;SPC AL E     -    76,960.      257,340.      MT  (+/- 180 meters Scaled)
 BT1081
 BT1081                          SUPERSEDED SURVEY CONTROL
 BT1081
 BT1081  NGVD 29 (??/??/92)   79.717  (m)          261.54   (f) ADJ UNCH    2 0
 BT1081
 BT1081.Superseded values are not recommended for survey control.
 BT1081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1081.See file dsdata.txt to determine how the superseded data were derived.
 BT1081
 BT1081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV684523(NAD 83)
 BT1081_MARKER: DB = BENCH MARK DISK
 BT1081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1081_STAMPING: A 395 1953
 BT1081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1081+STABILITY: SURFACE MOTION
 BT1081
 BT1081  HISTORY     - Date     Condition        Report By
 BT1081  HISTORY     - 1953     MONUMENTED       CGS
 BT1081
 BT1081                          STATION DESCRIPTION
 BT1081
 BT1081'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1081'0.7 MI NE FROM ASHFORD.
 BT1081'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1081'OF U.S. HIGHWAY 84 AT ASHFORD, THENCE ABOUT 0.3 MILE NORTHEAST
 BT1081'ALONG A BLACK TOP ROAD, AT PILGRIMS REST BAPTIST CHURCH AND
 BT1081'CEMETERY, 228 FEET NORTHWEST OF CENTER LINE OF ROAD, 38 FEET SOUTH
 BT1081'OF CENTER LINE OF A ROAD WEST ALONG NORTH EDGE OF CEMETERY, 2 1/2
 BT1081'FEET NORTHWEST OF NORTHWEST CORNER OF CHURCH, 58 FEET SOUTHWEST
 BT1081'OF A 30-INCH LIVE OAK TREE, ABOUT 3 FEET ABOVE LEVEL OF ROAD AND
 BT1081'SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1117 ***********************************************************************
 BT1117  DESIGNATION -  A 396
 BT1117  PID         -  BT1117
 BT1117  STATE/COUNTY-  AL/HOUSTON
 BT1117  USGS QUAD   -  COTTONWOOD (1980)
 BT1117
 BT1117                         *CURRENT SURVEY CONTROL
 BT1117  ___________________________________________________________________
 BT1117* NAD 83(1986)-  31 02 26.     (N)    085 17 20.     (W)     SCALED    
 BT1117* NAVD 88     -        44.861  (meters)     147.18   (feet)  ADJUSTED  
 BT1117  ___________________________________________________________________
 BT1117  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BT1117  DYNAMIC HT  -          44.804 (meters)     146.99  (feet)  COMP
 BT1117  MODELED GRAV-     979,376.2   (mgal)                       NAVD 88
 BT1117
 BT1117  VERT ORDER  -  SECOND    CLASS 0
 BT1117
 BT1117.The horizontal coordinates were scaled from a topographic map and have
 BT1117.an estimated accuracy of +/- 6 seconds.
 BT1117
 BT1117.The orthometric height was determined by differential leveling
 BT1117.and adjusted by the National Geodetic Survey in June 1991..
 BT1117
 BT1117.The geoid height was determined by GEOID03.
 BT1117
 BT1117.The dynamic height is computed by dividing the NAVD 88
 BT1117.geopotential number by the normal gravity value computed on the
 BT1117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1117.degrees latitude (g = 980.6199 gals.).
 BT1117
 BT1117.The modeled gravity was interpolated from observed gravity values.
 BT1117
 BT1117;                    North         East    Units  Estimated Accuracy
 BT1117;SPC AL E     -    60,050.      251,970.      MT  (+/- 180 meters Scaled)
 BT1117
 BT1117                          SUPERSEDED SURVEY CONTROL
 BT1117
 BT1117  NGVD 29 (??/??/92)   44.973  (m)          147.55   (f) ADJ UNCH    2 0
 BT1117
 BT1117.Superseded values are not recommended for survey control.
 BT1117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1117.See file dsdata.txt to determine how the superseded data were derived.
 BT1117
 BT1117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV632353(NAD 83)
 BT1117_MARKER: DB = BENCH MARK DISK
 BT1117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1117_STAMPING: A 396 1952
 BT1117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1117+STABILITY: SURFACE MOTION
 BT1117
 BT1117  HISTORY     - Date     Condition        Report By
 BT1117  HISTORY     - 1952     MONUMENTED       CGS
 BT1117
 BT1117                          STATION DESCRIPTION
 BT1117
 BT1117'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1117'1.2 MI SE FROM COTTONWOOD.
 BT1117'ABOUT 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 53 FROM THE
 BT1117'JUNCTION OF SEALY SPRINGS ROAD AT COTTONWOOD, ABOUT 0.45 MILE
 BT1117'SOUTHEAST OF A 75-FOOT CONCRETE BRIDGE, AT A NORTHEAST-SOUTHWEST
 BT1117'CROSSROAD AND THE JUNCTION OF A ROAD SOUTHEAST, 47 FEET SOUTHWEST
 BT1117'OF CENTER LINE OF HIGHWAY, 25 FEET NORTHWEST OF CENTER LINE OF
 BT1117'NORTHEAST-SOUTHWEST ROAD, 23 FEET NORTHEAST OF CENTER LINE OF
 BT1117'ROAD SOUTHEAST, 62 FEET NORTH OF CENTER OF INTERSECTION OF THE
 BT1117'NORTHEAST-SOUTHWEST ROAD AND ROAD SOUTHEAST, 16 FEET NORTH OF A
 BT1117'HIGHWAY STOP SIGN, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 BT1117'POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BT1117'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1046 ***********************************************************************
 BT1046  DESIGNATION -  A 397
 BT1046  PID         -  BT1046
 BT1046  STATE/COUNTY-  AL/HENRY
 BT1046  USGS QUAD   -  SIGMA (1970)
 BT1046
 BT1046                         *CURRENT SURVEY CONTROL
 BT1046  ___________________________________________________________________
 BT1046* NAD 83(1986)-  31 20 50.     (N)    085 09 35.     (W)     SCALED    
 BT1046* NAVD 88     -        51.846  (meters)     170.10   (feet)  ADJUSTED  
 BT1046  ___________________________________________________________________
 BT1046  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BT1046  DYNAMIC HT  -          51.782 (meters)     169.89  (feet)  COMP
 BT1046  MODELED GRAV-     979,412.5   (mgal)                       NAVD 88
 BT1046
 BT1046  VERT ORDER  -  SECOND    CLASS 0
 BT1046
 BT1046.The horizontal coordinates were scaled from a topographic map and have
 BT1046.an estimated accuracy of +/- 6 seconds.
 BT1046
 BT1046.The orthometric height was determined by differential leveling
 BT1046.and adjusted by the National Geodetic Survey in June 1991..
 BT1046
 BT1046.The geoid height was determined by GEOID03.
 BT1046
 BT1046.The dynamic height is computed by dividing the NAVD 88
 BT1046.geopotential number by the normal gravity value computed on the
 BT1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1046.degrees latitude (g = 980.6199 gals.).
 BT1046
 BT1046.The modeled gravity was interpolated from observed gravity values.
 BT1046
 BT1046;                    North         East    Units  Estimated Accuracy
 BT1046;SPC AL E     -    94,120.      264,100.      MT  (+/- 180 meters Scaled)
 BT1046
 BT1046                          SUPERSEDED SURVEY CONTROL
 BT1046
 BT1046  NGVD 29 (??/??/92)   51.925  (m)          170.36   (f) ADJ UNCH    2 0
 BT1046
 BT1046.Superseded values are not recommended for survey control.
 BT1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1046.See file dsdata.txt to determine how the superseded data were derived.
 BT1046
 BT1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV750695(NAD 83)
 BT1046_MARKER: DB = BENCH MARK DISK
 BT1046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT1046_SP_SET: CULVERT
 BT1046_STAMPING: A 397 1953
 BT1046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1046
 BT1046  HISTORY     - Date     Condition        Report By
 BT1046  HISTORY     - 1953     MONUMENTED       CGS
 BT1046
 BT1046                          STATION DESCRIPTION
 BT1046
 BT1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1046'5.2 MI NW FROM COLUMBIA.
 BT1046'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BT1046'STATE HIGHWAY 52 AT COLUMBIA, THENCE ABOUT 4.2 MILES NORTHWEST
 BT1046'ALONG A BLACK TOP ROAD LEADING TO HEADLAND, AT THE BOTTOM OF
 BT1046'GRADES, IN THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL
 BT1046'OF A 30-FOOT CONCRETE CULVERT WITH TWO PARTITIONS OVER A CREEK,
 BT1046'15 FEET SOUTHWEST OF CENTER LINE OF ROAD AND ABOUT LEVEL WITH     .
 BT1046'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1014 ***********************************************************************
 BT1014  DESIGNATION -  A 398
 BT1014  PID         -  BT1014
 BT1014  STATE/COUNTY-  AL/HENRY
 BT1014  USGS QUAD   -  HEADLAND (1969)
 BT1014
 BT1014                         *CURRENT SURVEY CONTROL
 BT1014  ___________________________________________________________________
 BT1014* NAD 83(1986)-  31 18 50.     (N)    085 18 07.     (W)     SCALED    
 BT1014* NAVD 88     -        90.366  (meters)     296.48   (feet)  ADJUSTED  
 BT1014  ___________________________________________________________________
 BT1014  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BT1014  DYNAMIC HT  -          90.255 (meters)     296.11  (feet)  COMP
 BT1014  MODELED GRAV-     979,408.8   (mgal)                       NAVD 88
 BT1014
 BT1014  VERT ORDER  -  SECOND    CLASS 0
 BT1014
 BT1014.The horizontal coordinates were scaled from a topographic map and have
 BT1014.an estimated accuracy of +/- 6 seconds.
 BT1014
 BT1014.The orthometric height was determined by differential leveling
 BT1014.and adjusted by the National Geodetic Survey in June 1991..
 BT1014
 BT1014.The geoid height was determined by GEOID03.
 BT1014
 BT1014.The dynamic height is computed by dividing the NAVD 88
 BT1014.geopotential number by the normal gravity value computed on the
 BT1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1014.degrees latitude (g = 980.6199 gals.).
 BT1014
 BT1014.The modeled gravity was interpolated from observed gravity values.
 BT1014
 BT1014;                    North         East    Units  Estimated Accuracy
 BT1014;SPC AL E     -    90,350.      250,580.      MT  (+/- 180 meters Scaled)
 BT1014
 BT1014                          SUPERSEDED SURVEY CONTROL
 BT1014
 BT1014  NGVD 29 (??/??/92)   90.458  (m)          296.78   (f) ADJ UNCH    2 0
 BT1014
 BT1014.Superseded values are not recommended for survey control.
 BT1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1014.See file dsdata.txt to determine how the superseded data were derived.
 BT1014
 BT1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV615656(NAD 83)
 BT1014_MARKER: DB = BENCH MARK DISK
 BT1014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1014_STAMPING: A 398 1953
 BT1014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1014+STABILITY: SURFACE MOTION
 BT1014
 BT1014  HISTORY     - Date     Condition        Report By
 BT1014  HISTORY     - 1953     MONUMENTED       CGS
 BT1014
 BT1014                          STATION DESCRIPTION
 BT1014
 BT1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1014'3.8 MI SE FROM HEADLAND.
 BT1014'ABOUT 3.85 MILES SOUTH AND SOUTHEAST ALONG A BLACK TOP ROAD
 BT1014'(CLEVELAND STREET - EXTENDED) FROM ITS INTERSECTION WITH EAST CHURCH
 BT1014'STREET AT HEADLAND, AT THE INTERSECTION OF A NORTH-SOUTH GRADED
 BT1014'ROAD, 44 FEET SOUTH OF CENTER LINE OF BLACK TOP ROAD, 52 FEET
 BT1014'WEST OF CENTER LINE OF GRADED ROAD SOUTH, 1 FOOT NORTH OF A FENCE
 BT1014'LINE, 26 FEET WEST OF A FENCE CORNER, 38 FEET SOUTHWEST OF SOUTH
 BT1014'END OF A 24-INCH PIPE CULVERT UNDER BLACK TOP ROAD, 88 FEET
 BT1014'WEST AND ACROSS ROAD SOUTH FROM A POWER POLE WITH A BRANCH LINE
 BT1014'EXTENDING SOUTH, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 BT1014'ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 BT1014'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1236 ***********************************************************************
 BT1236  DESIGNATION -  A 399
 BT1236  PID         -  BT1236
 BT1236  STATE/COUNTY-  AL/DALE
 BT1236  USGS QUAD   -  EWELL (1981)
 BT1236
 BT1236                         *CURRENT SURVEY CONTROL
 BT1236  ___________________________________________________________________
 BT1236* NAD 83(1986)-  31 24 58.     (N)    085 31 38.     (W)     SCALED    
 BT1236* NAVD 88     -        67.085  (meters)     220.09   (feet)  ADJUSTED  
 BT1236  ___________________________________________________________________
 BT1236  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT1236  DYNAMIC HT  -          67.003 (meters)     219.83  (feet)  COMP
 BT1236  MODELED GRAV-     979,425.8   (mgal)                       NAVD 88
 BT1236
 BT1236  VERT ORDER  -  SECOND    CLASS 0
 BT1236
 BT1236.The horizontal coordinates were scaled from a topographic map and have
 BT1236.an estimated accuracy of +/- 6 seconds.
 BT1236
 BT1236.The orthometric height was determined by differential leveling
 BT1236.and adjusted by the National Geodetic Survey in June 1991..
 BT1236
 BT1236.The geoid height was determined by GEOID03.
 BT1236
 BT1236.The dynamic height is computed by dividing the NAVD 88
 BT1236.geopotential number by the normal gravity value computed on the
 BT1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1236.degrees latitude (g = 980.6199 gals.).
 BT1236
 BT1236.The modeled gravity was interpolated from observed gravity values.
 BT1236
 BT1236;                    North         East    Units  Estimated Accuracy
 BT1236;SPC AL E     -   101,610.      229,110.      MT  (+/- 180 meters Scaled)
 BT1236
 BT1236                          SUPERSEDED SURVEY CONTROL
 BT1236
 BT1236  NGVD 29 (??/??/92)   67.130  (m)          220.24   (f) ADJ UNCH    2 0
 BT1236
 BT1236.Superseded values are not recommended for survey control.
 BT1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1236.See file dsdata.txt to determine how the superseded data were derived.
 BT1236
 BT1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV399766(NAD 83)
 BT1236_MARKER: DB = BENCH MARK DISK
 BT1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1236_STAMPING: A 399 1953
 BT1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1236+STABILITY: SURFACE MOTION
 BT1236
 BT1236  HISTORY     - Date     Condition        Report By
 BT1236  HISTORY     - 1953     MONUMENTED       CGS
 BT1236  HISTORY     - 1965     GOOD             DMA
 BT1236
 BT1236                          STATION DESCRIPTION
 BT1236
 BT1236'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1236'3.3 MI E FROM EWELL.
 BT1236'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT
 BT1236'EWELL, ABOUT 0.6 MILE NORTHEAST OF A BRIDGE OVER WEST FORK OF
 BT1236'CHOCTAWHATCHEE RIVER, AT INTERSECTION OF A NORTHWEST-SOUTHEAST
 BT1236'CROSSROAD, 211 FEET NORTH OF CENTER OF INTERSECTION, 27 FEET NORTHWEST
 BT1236'OF CENTER LINE OF HIGHWAY, 3 FEET NORTHEAST OF POWER POLE NO.
 BT1236'5 E 44, ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP
 BT1236'OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- FOLLOWING REVISIONS
 BT1236'63.0 FT. S SW OF A LONE OAK TREE 2 FT. IN DIA., 4 FT. NE OF A
 BT1236'TELEPHONE POLE.  THE MARK PROJECTS 0.1 FT. ABOVE GROUND.
 BT1236
 BT1236                          STATION RECOVERY (1965)
 BT1236
 BT1236'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1236'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0596 ***********************************************************************
 CM0596  DESIGNATION -  A 40
 CM0596  PID         -  CM0596
 CM0596  STATE/COUNTY-  AL/LEE
 CM0596  USGS QUAD   -  OPELIKA EAST (1983)
 CM0596
 CM0596                         *CURRENT SURVEY CONTROL
 CM0596  ___________________________________________________________________
 CM0596* NAD 83(1986)-  32 41 18.     (N)    085 21 39.     (W)     SCALED    
 CM0596* NAVD 88     -       235.538  (meters)     772.76   (feet)  ADJUSTED  
 CM0596  ___________________________________________________________________
 CM0596  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CM0596  DYNAMIC HT  -         235.257 (meters)     771.84  (feet)  COMP
 CM0596  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 CM0596
 CM0596  VERT ORDER  -  SECOND    CLASS 0
 CM0596
 CM0596.The horizontal coordinates were scaled from a topographic map and have
 CM0596.an estimated accuracy of +/- 6 seconds.
 CM0596
 CM0596.The orthometric height was determined by differential leveling
 CM0596.and adjusted by the National Geodetic Survey in June 1991..
 CM0596
 CM0596.The geoid height was determined by GEOID03.
 CM0596
 CM0596.The dynamic height is computed by dividing the NAVD 88
 CM0596.geopotential number by the normal gravity value computed on the
 CM0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0596.degrees latitude (g = 980.6199 gals.).
 CM0596
 CM0596.The modeled gravity was interpolated from observed gravity values.
 CM0596
 CM0596;                    North         East    Units  Estimated Accuracy
 CM0596;SPC AL E     -   242,730.      244,310.      MT  (+/- 180 meters Scaled)
 CM0596
 CM0596                          SUPERSEDED SURVEY CONTROL
 CM0596
 CM0596  NGVD 29 (??/??/92)  235.504  (m)          772.65   (f) ADJ UNCH    2 0
 CM0596
 CM0596.Superseded values are not recommended for survey control.
 CM0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0596.See file dsdata.txt to determine how the superseded data were derived.
 CM0596
 CM0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB536179(NAD 83)
 CM0596_MARKER: DB = BENCH MARK DISK
 CM0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0596+STABILITY: SURFACE MOTION
 CM0596
 CM0596  HISTORY     - Date     Condition        Report By
 CM0596  HISTORY     - UNK      MONUMENTED       CGS
 CM0596  HISTORY     - 1970     MARK NOT FOUND   USGS
 CM0596
 CM0596                          STATION DESCRIPTION
 CM0596
 CM0596'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0596'3.2 MI NE FROM OPELIKA.
 CM0596'A-40 IS LOCATED 3.2 MILES NORTHEAST OF THE RWY. STATION AT
 CM0596'OPELIKA, 0.6 OF MILE NORTHEAST OF THE STATION SIGN BOARD AT
 CM0596'ROANOKE JUNCTION, 78 FT. SOUTHWEST OF CENTERLINE OF A ROAD THAT
 CM0596'CROSSES TRACK, 28 FT. SOUTHEAST OF SOUTHEAST RAIL OF TRACK.
 CM0596'STANDARD TABLET SET IN TOP OF A CONCRETE POST 2 INCHES HIGH.
 CM0596
 CM0596                          STATION RECOVERY (1970)
 CM0596
 CM0596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM0596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0843 ***********************************************************************
 BT0843  DESIGNATION -  A 400
 BT0843  PID         -  BT0843
 BT0843  STATE/COUNTY-  AL/HOUSTON
 BT0843  USGS QUAD   -  MADRID (1969)
 BT0843
 BT0843                         *CURRENT SURVEY CONTROL
 BT0843  ___________________________________________________________________
 BT0843* NAD 83(1986)-  31 01 19.     (N)    085 23 51.     (W)     SCALED    
 BT0843* NAVD 88     -        51.811  (meters)     169.98   (feet)  ADJUSTED  
 BT0843  ___________________________________________________________________
 BT0843  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BT0843  DYNAMIC HT  -          51.745 (meters)     169.77  (feet)  COMP
 BT0843  MODELED GRAV-     979,374.5   (mgal)                       NAVD 88
 BT0843
 BT0843  VERT ORDER  -  SECOND    CLASS 0
 BT0843
 BT0843.The horizontal coordinates were scaled from a topographic map and have
 BT0843.an estimated accuracy of +/- 6 seconds.
 BT0843
 BT0843.The orthometric height was determined by differential leveling
 BT0843.and adjusted by the National Geodetic Survey in June 1991..
 BT0843
 BT0843.The geoid height was determined by GEOID03.
 BT0843
 BT0843.The dynamic height is computed by dividing the NAVD 88
 BT0843.geopotential number by the normal gravity value computed on the
 BT0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0843.degrees latitude (g = 980.6199 gals.).
 BT0843
 BT0843.The modeled gravity was interpolated from observed gravity values.
 BT0843
 BT0843;                    North         East    Units  Estimated Accuracy
 BT0843;SPC AL E     -    57,950.      241,610.      MT  (+/- 180 meters Scaled)
 BT0843
 BT0843                          SUPERSEDED SURVEY CONTROL
 BT0843
 BT0843  NGVD 29 (??/??/92)   51.915  (m)          170.32   (f) ADJ UNCH    2 0
 BT0843
 BT0843.Superseded values are not recommended for survey control.
 BT0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0843.See file dsdata.txt to determine how the superseded data were derived.
 BT0843
 BT0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV529331(NAD 83)
 BT0843_MARKER: DB = BENCH MARK DISK
 BT0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0843_STAMPING: A 400 1953
 BT0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0843+STABILITY: SURFACE MOTION
 BT0843
 BT0843  HISTORY     - Date     Condition        Report By
 BT0843  HISTORY     - 1953     MONUMENTED       CGS
 BT0843
 BT0843                          STATION DESCRIPTION
 BT0843
 BT0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0843'1 MI S FROM MADRID.
 BT0843'ABOUT 1.0 MILE SOUTH ALONG THE ATLANTA AND SAINT ANDREWS BAY
 BT0843'RAILWAY FROM THE STATION AND ROAD CROSSING AT MADRID, ABOUT 0.2
 BT0843'MILE NORTH OF MILE POST P 67, ON TOP OF A THRU CUT, 44 FEET WEST
 BT0843'OF WEST RAIL OF TRACK, 265 FEET NORTH OF CENTER OF A DIM FARM ROAD
 BT0843'CROSSING, 53 FEET NORTHEAST OF A TRIANGULAR BLAZED 12-INCH OAK
 BT0843'TREE, 29 FEET NORTH OF A TRIANGULAR BLAZED 6-INCH OAK TREE, 14 FEET
 BT0843'WEST OF THE SEVENTH TELEPHONE POLE NORTH OF MILE POST, 2 FEET WEST
 BT0843'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF TRACK
 BT0843'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0838 ***********************************************************************
 BT0838  DESIGNATION -  A 401
 BT0838  PID         -  BT0838
 BT0838  STATE/COUNTY-  AL/HOUSTON
 BT0838  USGS QUAD   -  COTTONWOOD (1980)
 BT0838
 BT0838                         *CURRENT SURVEY CONTROL
 BT0838  ___________________________________________________________________
 BT0838* NAD 83(1986)-  31 04 58.     (N)    085 22 24.     (W)     SCALED    
 BT0838* NAVD 88     -        59.429  (meters)     194.98   (feet)  ADJUSTED  
 BT0838  ___________________________________________________________________
 BT0838  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BT0838  DYNAMIC HT  -          59.354 (meters)     194.73  (feet)  COMP
 BT0838  MODELED GRAV-     979,379.4   (mgal)                       NAVD 88
 BT0838
 BT0838  VERT ORDER  -  SECOND    CLASS 0
 BT0838
 BT0838.The horizontal coordinates were scaled from a topographic map and have
 BT0838.an estimated accuracy of +/- 6 seconds.
 BT0838
 BT0838.The orthometric height was determined by differential leveling
 BT0838.and adjusted by the National Geodetic Survey in June 1991..
 BT0838
 BT0838.The geoid height was determined by GEOID03.
 BT0838
 BT0838.The dynamic height is computed by dividing the NAVD 88
 BT0838.geopotential number by the normal gravity value computed on the
 BT0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0838.degrees latitude (g = 980.6199 gals.).
 BT0838
 BT0838.The modeled gravity was interpolated from observed gravity values.
 BT0838
 BT0838;                    North         East    Units  Estimated Accuracy
 BT0838;SPC AL E     -    64,700.      243,890.      MT  (+/- 180 meters Scaled)
 BT0838
 BT0838                          SUPERSEDED SURVEY CONTROL
 BT0838
 BT0838  NGVD 29 (??/??/92)   59.535  (m)          195.32   (f) ADJ UNCH    2 0
 BT0838
 BT0838.Superseded values are not recommended for survey control.
 BT0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0838.See file dsdata.txt to determine how the superseded data were derived.
 BT0838
 BT0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV551399(NAD 83)
 BT0838_MARKER: DB = BENCH MARK DISK
 BT0838_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0838_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0838_STAMPING: A 401 1953
 BT0838_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0838+STABILITY: SURFACE MOTION
 BT0838
 BT0838  HISTORY     - Date     Condition        Report By
 BT0838  HISTORY     - 1953     MONUMENTED       CGS
 BT0838
 BT0838                          STATION DESCRIPTION
 BT0838
 BT0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0838'AT HODGESVILLE.
 BT0838'AT HODGESVILLE, AT THE JUNCTION OF AN EAST-WEST BLACK TOP ROAD
 BT0838'AND A BLACK TOP ROAD LEADING NORTH, AT CROSSING OF EAST-WEST BLACK
 BT0838'TOP ROAD AND THE ATLANTA AND SAINT ANDREWS BAY RAILWAY, 46 FEET
 BT0838'NORTH OF CENTER LINE OF EAST-WEST ROAD, 127 FEET WEST OF CENTER
 BT0838'LINE OF ROAD NORTH, 205 FEET WEST OF CENTER OF CROSSING OF
 BT0838'EAST-WEST ROAD AND TRACK, 44 1/2 FEET SOUTHWEST OF SOUTHWEST
 BT0838'CORNER OF A CONCRETE BLOCK STORE BUILDING, 45 FEET WEST-NORTHWEST
 BT0838'OF A TELEPHONE POLE, 7 1/2 FEET EAST OF A FENCE LINE, ABOUT 2 FEET
 BT0838'ABOVE LEVEL OF EAST-WEST BLACK TOP ROAD AND SET IN THE TOP OF A
 BT0838'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0675 ***********************************************************************
 BT0675  DESIGNATION -  A 402
 BT0675  PID         -  BT0675
 BT0675  STATE/COUNTY-  AL/HENRY
 BT0675  USGS QUAD   -  FORT GAINES (1969)
 BT0675
 BT0675                         *CURRENT SURVEY CONTROL
 BT0675  ___________________________________________________________________
 BT0675* NAD 83(1986)-  31 35 06.     (N)    085 05 27.     (W)     SCALED    
 BT0675* NAVD 88     -       105.937  (meters)     347.56   (feet)  ADJUSTED  
 BT0675  ___________________________________________________________________
 BT0675  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BT0675  DYNAMIC HT  -         105.810 (meters)     347.14  (feet)  COMP
 BT0675  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 BT0675
 BT0675  VERT ORDER  -  SECOND    CLASS 0
 BT0675
 BT0675.The horizontal coordinates were scaled from a topographic map and have
 BT0675.an estimated accuracy of +/- 6 seconds.
 BT0675
 BT0675.The orthometric height was determined by differential leveling
 BT0675.and adjusted by the National Geodetic Survey in June 1991..
 BT0675
 BT0675.The geoid height was determined by GEOID03.
 BT0675
 BT0675.The dynamic height is computed by dividing the NAVD 88
 BT0675.geopotential number by the normal gravity value computed on the
 BT0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0675.degrees latitude (g = 980.6199 gals.).
 BT0675
 BT0675.The modeled gravity was interpolated from observed gravity values.
 BT0675
 BT0675;                    North         East    Units  Estimated Accuracy
 BT0675;SPC AL E     -   120,530.      270,470.      MT  (+/- 180 meters Scaled)
 BT0675
 BT0675                          SUPERSEDED SURVEY CONTROL
 BT0675
 BT0675  NGVD 29 (??/??/92)  106.022  (m)          347.84   (f) ADJ UNCH    2 0
 BT0675
 BT0675.Superseded values are not recommended for survey control.
 BT0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0675.See file dsdata.txt to determine how the superseded data were derived.
 BT0675
 BT0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV811960(NAD 83)
 BT0675_MARKER: DB = BENCH MARK DISK
 BT0675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0675_SP_SET: CATCH BASIN
 BT0675_STAMPING: A 402 1953
 BT0675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0675
 BT0675  HISTORY     - Date     Condition        Report By
 BT0675  HISTORY     - 1953     MONUMENTED       CGS
 BT0675
 BT0675                          STATION DESCRIPTION
 BT0675
 BT0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0675'1.1 MI NE FROM SHORTERVILLE.
 BT0675'ABOUT 1.1 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE
 BT0675'JUNCTION OF A BLACK TOP ROAD LEADING SOUTHWEST AT SHORTERVILLE,
 BT0675'ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING EAST AND
 BT0675'SOUTHWEST, 29 FEET NORTHWEST OF CENTER LINE OF HIGHWAY, ABOUT
 BT0675'98 YARDS EAST OF A HOUSE, IN THE TOP OF THE CENTER OF THE
 BT0675'NORTHEAST WALL OF A 3-FOOT CONCRETE CATCH BASIN FOR A 30-INCH
 BT0675'PIPE CULVERT UNDER HIGHWAY, 26 YARDS SOUTHEAST OF POWER POLE
 BT0675'NO. 38 AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0663 ***********************************************************************
 BT0663  DESIGNATION -  A 403
 BT0663  PID         -  BT0663
 BT0663  STATE/COUNTY-  AL/HENRY
 BT0663  USGS QUAD   -  ABBEVILLE EAST (1979)
 BT0663
 BT0663                         *CURRENT SURVEY CONTROL
 BT0663  ___________________________________________________________________
 BT0663* NAD 83(1986)-  31 32 38.     (N)    085 10 47.     (W)     SCALED    
 BT0663* NAVD 88     -       129.839  (meters)     425.98   (feet)  ADJUSTED  
 BT0663  ___________________________________________________________________
 BT0663  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BT0663  DYNAMIC HT  -         129.683 (meters)     425.47  (feet)  COMP
 BT0663  MODELED GRAV-     979,432.5   (mgal)                       NAVD 88
 BT0663
 BT0663  VERT ORDER  -  SECOND    CLASS 0
 BT0663
 BT0663.The horizontal coordinates were scaled from a topographic map and have
 BT0663.an estimated accuracy of +/- 6 seconds.
 BT0663
 BT0663.The orthometric height was determined by differential leveling
 BT0663.and adjusted by the National Geodetic Survey in June 1991..
 BT0663
 BT0663.The geoid height was determined by GEOID03.
 BT0663
 BT0663.The dynamic height is computed by dividing the NAVD 88
 BT0663.geopotential number by the normal gravity value computed on the
 BT0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0663.degrees latitude (g = 980.6199 gals.).
 BT0663
 BT0663.The modeled gravity was interpolated from observed gravity values.
 BT0663
 BT0663;                    North         East    Units  Estimated Accuracy
 BT0663;SPC AL E     -   115,920.      262,060.      MT  (+/- 180 meters Scaled)
 BT0663
 BT0663                          SUPERSEDED SURVEY CONTROL
 BT0663
 BT0663  NGVD 29 (??/??/92)  129.909  (m)          426.21   (f) ADJ UNCH    2 0
 BT0663
 BT0663.Superseded values are not recommended for survey control.
 BT0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0663.See file dsdata.txt to determine how the superseded data were derived.
 BT0663
 BT0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV727913(NAD 83)
 BT0663_MARKER: DB = BENCH MARK DISK
 BT0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0663_STAMPING: A 403 1953
 BT0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0663+STABILITY: SURFACE MOTION
 BT0663
 BT0663  HISTORY     - Date     Condition        Report By
 BT0663  HISTORY     - 1953     MONUMENTED       CGS
 BT0663
 BT0663                          STATION DESCRIPTION
 BT0663
 BT0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0663'6 MI SW FROM SHORTERVILLE.
 BT0663'ABOUT 5.0 MILES WEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 BT0663'OF A BLACK TOP ROAD AT SHORTERVILLE, THENCE ABOUT 1.0 MILE SOUTH
 BT0663'ALONG A GRADED ROAD, ABOUT 0.8 MILE SOUTH OF OLD ZION CHURCH
 BT0663'AND CEMETERY, ABOUT 0.4 MILE NORTH OF A ROAD EAST, 32 1/2 FEET
 BT0663'SOUTHWEST OF CENTER LINE OF ROAD, 25 FEET WEST OF CENTER LINE
 BT0663'OF A TRAIL LEADING SOUTH TO A FARM HOUSE, 68 YARDS NORTHWEST
 BT0663'OF JUNCTION OF A DRIVE NORTHEAST TO A FARM HOUSE, 2 FEET SOUTHEAST
 BT0663'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET
 BT0663'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK
 BT0663'MAY BE REACHED FROM THE COURT HOUSE AT ABBEVILLE BY GOING ABOUT
 BT0663'5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 TO A ROAD JUNCTION
 BT0663'AND UNION SCHOOL, THENCE ABOUT 1.9 MILES NORTHEAST AND NORTH
 BT0663'ALONG A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0979 ***********************************************************************
 BT0979  DESIGNATION -  A 404
 BT0979  PID         -  BT0979
 BT0979  STATE/COUNTY-  AL/HENRY
 BT0979  USGS QUAD   -  HALEBURG (1979)
 BT0979
 BT0979                         *CURRENT SURVEY CONTROL
 BT0979  ___________________________________________________________________
 BT0979* NAD 83(1986)-  31 28 47.     (N)    085 08 51.     (W)     SCALED    
 BT0979* NAVD 88     -        55.148  (meters)     180.93   (feet)  ADJUSTED  
 BT0979  ___________________________________________________________________
 BT0979  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BT0979  DYNAMIC HT  -          55.081 (meters)     180.71  (feet)  COMP
 BT0979  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 BT0979
 BT0979  VERT ORDER  -  SECOND    CLASS 0
 BT0979
 BT0979.The horizontal coordinates were scaled from a topographic map and have
 BT0979.an estimated accuracy of +/- 6 seconds.
 BT0979
 BT0979.The orthometric height was determined by differential leveling
 BT0979.and adjusted by the National Geodetic Survey in June 1991..
 BT0979
 BT0979.The geoid height was determined by GEOID03.
 BT0979
 BT0979.The dynamic height is computed by dividing the NAVD 88
 BT0979.geopotential number by the normal gravity value computed on the
 BT0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0979.degrees latitude (g = 980.6199 gals.).
 BT0979
 BT0979.The modeled gravity was interpolated from observed gravity values.
 BT0979
 BT0979;                    North         East    Units  Estimated Accuracy
 BT0979;SPC AL E     -   108,820.      265,170.      MT  (+/- 180 meters Scaled)
 BT0979
 BT0979                          SUPERSEDED SURVEY CONTROL
 BT0979
 BT0979  NGVD 29 (??/??/92)   55.217  (m)          181.16   (f) ADJ UNCH    2 0
 BT0979
 BT0979.Superseded values are not recommended for survey control.
 BT0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0979.See file dsdata.txt to determine how the superseded data were derived.
 BT0979
 BT0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV759842(NAD 83)
 BT0979_MARKER: DB = BENCH MARK DISK
 BT0979_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT0979_SP_SET: BRIDGE
 BT0979_STAMPING: A 404 1953
 BT0979_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0979
 BT0979  HISTORY     - Date     Condition        Report By
 BT0979  HISTORY     - 1953     MONUMENTED       CGS
 BT0979
 BT0979                          STATION DESCRIPTION
 BT0979
 BT0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0979'3 MI SW FROM BARNES.
 BT0979'ABOUT 0.4 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE COMMUNITY
 BT0979'HALL AT BARNES, THENCE ABOUT 2.55 MILES WEST ALONG A BLACK TOP
 BT0979'ROAD, AT THE WEST END OF A CURVED CONCRETE BRIDGE OVER PETERMAN
 BT0979'CREEK, IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE RAIL
 BT0979'FOOTING, 11 1/2 FEET SOUTH OF CENTER LINE OF ROAD, 0.8 FOOT WEST
 BT0979'OF WEST END OF CONCRETE BANISTER AND 1 FOOT ABOVE LEVEL OF BRIDGE
 BT0979'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0255 ***********************************************************************
 BH0255  DESIGNATION -  A 405
 BH0255  PID         -  BH0255
 BH0255  STATE/COUNTY-  AL/MOBILE
 BH0255  USGS QUAD   -  CODEN (1985)
 BH0255
 BH0255                         *CURRENT SURVEY CONTROL
 BH0255  ___________________________________________________________________
 BH0255* NAD 83(1986)-  30 27 45.     (N)    088 10 09.     (W)     SCALED    
 BH0255* NAVD 88     -         7.948  (meters)      26.08   (feet)  POSTED    
 BH0255  ___________________________________________________________________
 BH0255  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH0255  DYNAMIC HT  -           7.940 (meters)      26.05  (feet)  COMP
 BH0255  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 BH0255
 BH0255  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0255
 BH0255.The horizontal coordinates were scaled from a topographic map and have
 BH0255.an estimated accuracy of +/- 6 seconds.
 BH0255
 BH0255.The orthometric height was determined by differential leveling
 BH0255.and adjusted by the National Geodetic Survey in 1992..
 BH0255.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0255.rate of 0.0 thru 1.0 mm/km.
 BH0255
 BH0255.The geoid height was determined by GEOID03.
 BH0255
 BH0255.The dynamic height is computed by dividing the NAVD 88
 BH0255.geopotential number by the normal gravity value computed on the
 BH0255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0255.degrees latitude (g = 980.6199 gals.).
 BH0255
 BH0255.The modeled gravity was interpolated from observed gravity values.
 BH0255
 BH0255;                    North         East    Units  Estimated Accuracy
 BH0255;SPC AL W     -    51,460.      535,740.      MT  (+/- 180 meters Scaled)
 BH0255
 BH0255                          SUPERSEDED SURVEY CONTROL
 BH0255
 BH0255  NGVD 29 (06/24/99)    7.907  (m)           25.94   (f) ADJUSTED    1 2
 BH0255
 BH0255.Superseded values are not recommended for survey control.
 BH0255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0255.See file dsdata.txt to determine how the superseded data were derived.
 BH0255
 BH0255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU877706(NAD 83)
 BH0255_MARKER: DB = BENCH MARK DISK
 BH0255_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0255_SP_SET: BUILDING
 BH0255_STAMPING: A 405 1955
 BH0255_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0255
 BH0255  HISTORY     - Date     Condition        Report By
 BH0255  HISTORY     - 1955     MONUMENTED       CGS
 BH0255  HISTORY     - 1971     GOOD             NGS
 BH0255  HISTORY     - 1984     MARK NOT FOUND   NGS
 BH0255
 BH0255                          STATION DESCRIPTION
 BH0255
 BH0255'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0255'5.7 MI S FROM THEODORE.
 BH0255'ABOUT 5.7 MILES SOUTH ALONG A PAVED ROAD FROM THE FIRST BAPTIST CHURCH
 BH0255'AT THEODORE, ABOUT 0.85 MILE SOUTH OF BRIDGE OVER FOWL RIVER, ABOUT
 BH0255'0.3 MILE SOUTH OF A CHURCH, AT THE JUNCTION OF FOWL RIVER ROAD LEADING
 BH0255'EAST, SET VERTICALLY IN THE EAST FACE OF WALKERS GROCERY STORE
 BH0255'(BRICK), 64 1/2 FEET WEST OF CENTER LINE OF PAVED ROAD, 72 1/2 FEET
 BH0255'WEST-SOUTHWEST OF CENTER OF JUNCTION OF ROADS, 1/2 FOOT NORTH OF
 BH0255'SOUTHEAST CORNER OF BUILDING AND 2 1/2 FEET ABOVE GROUND.
 BH0255
 BH0255                          STATION RECOVERY (1971)
 BH0255
 BH0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0255'RECOVERED IN GOOD CONDITION.
 BH0255
 BH0255                          STATION RECOVERY (1984)
 BH0255
 BH0255'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH0255'NOT RECOVERED, APPEARS GROCERY STORE HAS BEEN TORN DOWN, BENCH MARK
 BH0255'PRESUMED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0155 ***********************************************************************
 BH0155  DESIGNATION -  A 406
 BH0155  PID         -  BH0155
 BH0155  STATE/COUNTY-  AL/MOBILE
 BH0155  USGS QUAD   -  MOBILE (1982)
 BH0155
 BH0155                         *CURRENT SURVEY CONTROL
 BH0155  ___________________________________________________________________
 BH0155* NAD 83(1986)-  30 41 19.     (N)    088 06 17.     (W)     SCALED    
 BH0155* NAVD 88     -         8.22   (+/-2cm)      27.0    (feet)  VERTCON   
 BH0155  ___________________________________________________________________
 BH0155  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH0155
 BH0155  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0155
 BH0155.The horizontal coordinates were scaled from a topographic map and have
 BH0155.an estimated accuracy of +/- 6 seconds.
 BH0155
 BH0155.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0155.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0155.The vertical order pertains to the NGVD 29 superseded value.
 BH0155
 BH0155.The geoid height was determined by GEOID03.
 BH0155
 BH0155;                    North         East    Units  Estimated Accuracy
 BH0155;SPC AL W     -    76,490.      542,060.      MT  (+/- 180 meters Scaled)
 BH0155
 BH0155                          SUPERSEDED SURVEY CONTROL
 BH0155
 BH0155  NGVD 29 (??/??/??)    8.183  (m)           26.85   (f) ADJUSTED    1 2
 BH0155
 BH0155.Superseded values are not recommended for survey control.
 BH0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0155.See file dsdata.txt to determine how the superseded data were derived.
 BH0155
 BH0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU941956(NAD 83)
 BH0155_MARKER: DB = BENCH MARK DISK
 BH0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0155_STAMPING: A 406 1955
 BH0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0155+STABILITY: SURFACE MOTION
 BH0155
 BH0155  HISTORY     - Date     Condition        Report By
 BH0155  HISTORY     - 1955     MONUMENTED       CGS
 BH0155
 BH0155                          STATION DESCRIPTION
 BH0155
 BH0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0155'IN MOBILE.
 BH0155'AT MOBILE, ABOUT 3.75 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 BH0155'RAILROAD FROM THE CROSSING OF LOUISVILLE AND NASHVILLE RAILROAD
 BH0155'(CROSSING IN SOUTH PART OF TOWN), ABOUT 42 YARDS NORTHWEST OF CROSSING
 BH0155'OF DAUPHIN STREET EAST-WEST, AT CROSSING OF MOBILE STREET NORTH-SOUTH,
 BH0155'ABOUT 3 1/2 TELEPHONE POLES SOUTHEAST OF MILE POST 5, 24 FEET
 BH0155'NORTHEAST OF NORTHEAST RAIL, 61 FEET NORTH OF CENTER OF CROSSING, 77
 BH0155'1/2 FEET SOUTHEAST OF POWER POLE NO. 78, 25 FEET WEST OF CENTER LINE
 BH0155'OF MOBILE STREET, 33 FEET NORTH OF A CROSSING WARNING SIGNAL LIGHT
 BH0155'POST, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 BH0155'WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0142 ***********************************************************************
 BH0142  DESIGNATION -  A 407
 BH0142  PID         -  BH0142
 BH0142  STATE/COUNTY-  AL/MOBILE
 BH0142  USGS QUAD   -  MOBILE (1982)
 BH0142
 BH0142                         *CURRENT SURVEY CONTROL
 BH0142  ___________________________________________________________________
 BH0142* NAD 83(1986)-  30 41 06.     (N)    088 00 39.     (W)     SCALED    
 BH0142* NAVD 88     -         4.403  (meters)      14.45   (feet)  ADJUSTED  
 BH0142  ___________________________________________________________________
 BH0142  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 BH0142  DYNAMIC HT  -           4.397 (meters)      14.43  (feet)  COMP
 BH0142  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BH0142
 BH0142  VERT ORDER  -  FIRST     CLASS I
 BH0142
 BH0142.The horizontal coordinates were scaled from a topographic map and have
 BH0142.an estimated accuracy of +/- 6 seconds.
 BH0142
 BH0142.The orthometric height was determined by differential leveling
 BH0142.and adjusted by the National Geodetic Survey in June 1991..
 BH0142
 BH0142.The geoid height was determined by GEOID03.
 BH0142
 BH0142.The dynamic height is computed by dividing the NAVD 88
 BH0142.geopotential number by the normal gravity value computed on the
 BH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0142.degrees latitude (g = 980.6199 gals.).
 BH0142
 BH0142.The modeled gravity was interpolated from observed gravity values.
 BH0142
 BH0142;                    North         East    Units  Estimated Accuracy
 BH0142;SPC AL W     -    76,040.      551,060.      MT  (+/- 180 meters Scaled)
 BH0142
 BH0142                          SUPERSEDED SURVEY CONTROL
 BH0142
 BH0142  NGVD 29 (??/??/??)    4.359  (m)           14.30   (f) ADJUSTED    1 1
 BH0142
 BH0142.Superseded values are not recommended for survey control.
 BH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0142.See file dsdata.txt to determine how the superseded data were derived.
 BH0142
 BH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU031951(NAD 83)
 BH0142_MARKER: DB = BENCH MARK DISK
 BH0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0142_SP_SET: BRIDGE
 BH0142_STAMPING: A 407 1955
 BH0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0142
 BH0142  HISTORY     - Date     Condition        Report By
 BH0142  HISTORY     - 1955     MONUMENTED       CGS
 BH0142  HISTORY     - 1968     GOOD             CGS
 BH0142
 BH0142                          STATION DESCRIPTION
 BH0142
 BH0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0142'1.3 MI E FROM MOBILE.
 BH0142'ABOUT 1.3 MILES EAST ALONG U. S. HIGHWAY 31 AND 90 FROM THE EAST END
 BH0142'OF THE BANKHEAD TUNNEL UNDER THE MOBILE RIVER, SET IN THE TOP OF THE
 BH0142'WEST END OF THE WING WALL AT THE NORTH END OF THE EASTBOUND LANE OF
 BH0142'THE BRIDGE OVER THE SPANISH RIVER, 10 1/2 FEET NORTH OF THE CENTER
 BH0142'LINE OF THE EASTBOUND LANE OF THE HIGHWAY AND 1 FOOT ABOVE THE LEVEL
 BH0142'OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1397 ***********************************************************************
 BU1397  DESIGNATION -  A 408
 BU1397  PID         -  BU1397
 BU1397  STATE/COUNTY-  AL/ESCAMBIA
 BU1397  USGS QUAD   -  ATMORE (1986)
 BU1397
 BU1397                         *CURRENT SURVEY CONTROL
 BU1397  ___________________________________________________________________
 BU1397* NAD 83(1986)-  31 01 29.     (N)    087 28 15.     (W)     SCALED    
 BU1397* NAVD 88     -        87.470  (meters)     286.97   (feet)  ADJUSTED  
 BU1397  ___________________________________________________________________
 BU1397  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BU1397  DYNAMIC HT  -          87.358 (meters)     286.61  (feet)  COMP
 BU1397  MODELED GRAV-     979,362.5   (mgal)                       NAVD 88
 BU1397
 BU1397  VERT ORDER  -  FIRST     CLASS II
 BU1397
 BU1397.The horizontal coordinates were scaled from a topographic map and have
 BU1397.an estimated accuracy of +/- 6 seconds.
 BU1397
 BU1397.The orthometric height was determined by differential leveling
 BU1397.and adjusted by the National Geodetic Survey in June 1991..
 BU1397
 BU1397.The geoid height was determined by GEOID03.
 BU1397
 BU1397.The dynamic height is computed by dividing the NAVD 88
 BU1397.geopotential number by the normal gravity value computed on the
 BU1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1397.degrees latitude (g = 980.6199 gals.).
 BU1397
 BU1397.The modeled gravity was interpolated from observed gravity values.
 BU1397
 BU1397;                    North         East    Units  Estimated Accuracy
 BU1397;SPC AL W     -   113,600.      602,790.      MT  (+/- 180 meters Scaled)
 BU1397
 BU1397                          SUPERSEDED SURVEY CONTROL
 BU1397
 BU1397  NGVD 29 (??/??/92)   87.443  (m)          286.89   (f) ADJ UNCH    1 2
 BU1397
 BU1397.Superseded values are not recommended for survey control.
 BU1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1397.See file dsdata.txt to determine how the superseded data were derived.
 BU1397
 BU1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV550324(NAD 83)
 BU1397_MARKER: DB = BENCH MARK DISK
 BU1397_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1397_SP_SET: CULVERT
 BU1397_STAMPING: A 408 1955
 BU1397_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1397
 BU1397  HISTORY     - Date     Condition        Report By
 BU1397  HISTORY     - 1955     MONUMENTED       CGS
 BU1397
 BU1397                          STATION DESCRIPTION
 BU1397
 BU1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BU1397'1.3 MI E FROM ATMORE.
 BU1397'1.3 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU1397'STATION AT ATMORE, ABOUT 0.25 MILE WEST OF MILE POST 620, IN THE TOP
 BU1397'AND NEAR CENTER OF THE NORTH HEAD WALL OF A 3-FOOT CONCRETE BOX
 BU1397'CULVERT UNDER U.S. HIGHWAY 31, 15 1/2 FEET NORTH OF CENTER LINE OF
 BU1397'HIGHWAY, 62 FEET SOUTH OF SOUTH RAIL OF TRACK AND ABOUT 4 1/2 FEET
 BU1397'BELOW LEVEL OF TRACK AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2644 ***********************************************************************
 BG2644  DESIGNATION -  A 409
 BG2644  PID         -  BG2644
 BG2644  STATE/COUNTY-  AL/BALDWIN
 BG2644  USGS QUAD   -  BAY MINETTE SOUTH (1985)
 BG2644
 BG2644                         *CURRENT SURVEY CONTROL
 BG2644  ___________________________________________________________________
 BG2644* NAD 83(1986)-  30 52 00.     (N)    087 46 15.     (W)     SCALED    
 BG2644* NAVD 88     -        75.689  (meters)     248.32   (feet)  ADJUSTED  
 BG2644  ___________________________________________________________________
 BG2644  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BG2644  DYNAMIC HT  -          75.591 (meters)     248.00  (feet)  COMP
 BG2644  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 BG2644
 BG2644  VERT ORDER  -  FIRST     CLASS II
 BG2644
 BG2644.The horizontal coordinates were scaled from a topographic map and have
 BG2644.an estimated accuracy of +/- 6 seconds.
 BG2644
 BG2644.The orthometric height was determined by differential leveling
 BG2644.and adjusted by the National Geodetic Survey in June 1991..
 BG2644
 BG2644.The geoid height was determined by GEOID03.
 BG2644
 BG2644.The dynamic height is computed by dividing the NAVD 88
 BG2644.geopotential number by the normal gravity value computed on the
 BG2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2644.degrees latitude (g = 980.6199 gals.).
 BG2644
 BG2644.The modeled gravity was interpolated from observed gravity values.
 BG2644
 BG2644;                    North         East    Units  Estimated Accuracy
 BG2644;SPC AL W     -    96,100.      574,100.      MT  (+/- 180 meters Scaled)
 BG2644
 BG2644                          SUPERSEDED SURVEY CONTROL
 BG2644
 BG2644  NGVD 29 (??/??/92)   75.649  (m)          248.19   (f) ADJ UNCH    1 2
 BG2644
 BG2644.Superseded values are not recommended for survey control.
 BG2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2644.See file dsdata.txt to determine how the superseded data were derived.
 BG2644
 BG2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV263150(NAD 83)
 BG2644_MARKER: DB = BENCH MARK DISK
 BG2644_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG2644_SP_SET: CULVERT
 BG2644_STAMPING: A 409 1955
 BG2644_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2644
 BG2644  HISTORY     - Date     Condition        Report By
 BG2644  HISTORY     - 1955     MONUMENTED       CGS
 BG2644  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 BG2644
 BG2644                          STATION DESCRIPTION
 BG2644
 BG2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG2644'1.4 MI S FROM BAY MINETTE.
 BG2644'ABOUT 1.35 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE
 BG2644'RAILROAD FROM THE STATION AT BAY MINETTE, ABOUT 0.25 MILE NORTH
 BG2644'OF A GRADED ROAD CROSSING, ABOUT 510 YARDS SOUTH OF MILE POST
 BG2644'643, ACROSS TRACK FROM A POINT BETWEEN TELEPHONE POLES NO.
 BG2644'48 AND 49, IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF
 BG2644'A 6-FOOT CONCRETE CULVERT UNDER TRACK, 25 FEET EAST OF EAST
 BG2644'RAIL AND ABOUT 8 FEET BELOW LEVEL OF TRACK.
 BG2644
 BG2644                          STATION RECOVERY (2003)
 BG2644
 BG2644'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1391 ***********************************************************************
 BU1391  DESIGNATION -  A 410
 BU1391  PID         -  BU1391
 BU1391  STATE/COUNTY-  AL/ESCAMBIA
 BU1391  USGS QUAD   -  ATMORE (1986)
 BU1391
 BU1391                         *CURRENT SURVEY CONTROL
 BU1391  ___________________________________________________________________
 BU1391* NAD 83(1986)-  31 01 27.     (N)    087 29 50.     (W)     SCALED    
 BU1391* NAVD 88     -        86.741  (meters)     284.58   (feet)  ADJUSTED  
 BU1391  ___________________________________________________________________
 BU1391  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BU1391  DYNAMIC HT  -          86.630 (meters)     284.22  (feet)  COMP
 BU1391  MODELED GRAV-     979,361.6   (mgal)                       NAVD 88
 BU1391
 BU1391  VERT ORDER  -  FIRST     CLASS II
 BU1391
 BU1391.The horizontal coordinates were scaled from a topographic map and have
 BU1391.an estimated accuracy of +/- 6 seconds.
 BU1391
 BU1391.The orthometric height was determined by differential leveling
 BU1391.and adjusted by the National Geodetic Survey in June 1991..
 BU1391
 BU1391.The geoid height was determined by GEOID03.
 BU1391
 BU1391.The dynamic height is computed by dividing the NAVD 88
 BU1391.geopotential number by the normal gravity value computed on the
 BU1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1391.degrees latitude (g = 980.6199 gals.).
 BU1391
 BU1391.The modeled gravity was interpolated from observed gravity values.
 BU1391
 BU1391;                    North         East    Units  Estimated Accuracy
 BU1391;SPC AL W     -   113,530.      600,270.      MT  (+/- 180 meters Scaled)
 BU1391
 BU1391                          SUPERSEDED SURVEY CONTROL
 BU1391
 BU1391  NGVD 29 (??/??/92)   86.713  (m)          284.49   (f) ADJ UNCH    1 2
 BU1391
 BU1391.Superseded values are not recommended for survey control.
 BU1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1391.See file dsdata.txt to determine how the superseded data were derived.
 BU1391
 BU1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV525323(NAD 83)
 BU1391_MARKER: DB = BENCH MARK DISK
 BU1391_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU1391_SP_SET: PIER
 BU1391_STAMPING: A 410 1955
 BU1391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU1391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU1391+SATELLITE: SATELLITE OBSERVATIONS - September 12, 2005
 BU1391
 BU1391  HISTORY     - Date     Condition        Report By
 BU1391  HISTORY     - 1955     MONUMENTED       CGS
 BU1391  HISTORY     - 20050912 GOOD             METRIC
 BU1391
 BU1391                          STATION DESCRIPTION
 BU1391
 BU1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BU1391'IN ATMORE.
 BU1391'AT ATMORE, ABOUT 0.25 MILE WEST ALONG THE LOUISVILLE AND NASHVILLE
 BU1391'RAILROAD FROM THE STATION AT ATMORE, ABOUT 0.2 MILE EAST OF MILE POST
 BU1391'622, AT THE OVERPASS OF THE FRISCO RAILROAD OVER L. AND N. RR AND U.S.
 BU1391'HIGHWAY 31, SET VERTICALLY IN THE CENTER OF WEST FACE OF THE CONCRETE
 BU1391'PIER WHICH IS BETWEEN THE L. AND N. RR AND HIGHWAY, 13.8 FEET SOUTH OF
 BU1391'SOUTH RAIL OF A SIDE TRACK, 27 FEET SOUTH OF SOUTH RAIL OF MAIN TRACK,
 BU1391'46 FEET NORTH OF CENTER LINE OF HIGHWAY 31, 2 1/2 FEET ABOVE GROUND
 BU1391'AND ABOUT 1 FOOT ABOVE LEVEL OF TRACK.
 BU1391
 BU1391                          STATION RECOVERY (2005)
 BU1391
 BU1391'RECOVERY NOTE BY METRIC SURVEYS 2005 (HLB)
 BU1391'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0644 ***********************************************************************
 CN0644  DESIGNATION -  A 411
 CN0644  PID         -  CN0644
 CN0644  STATE/COUNTY-  AL/MONTGOMERY
 CN0644  USGS QUAD   -  CANTELOUS (1981)
 CN0644
 CN0644                         *CURRENT SURVEY CONTROL
 CN0644  ___________________________________________________________________
 CN0644* NAD 83(1986)-  32 18 12.     (N)    086 23 26.     (W)     SCALED    
 CN0644* NAVD 88     -        59.402  (meters)     194.89   (feet)  ADJUSTED  
 CN0644  ___________________________________________________________________
 CN0644  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CN0644  DYNAMIC HT  -          59.334 (meters)     194.66  (feet)  COMP
 CN0644  MODELED GRAV-     979,496.3   (mgal)                       NAVD 88
 CN0644
 CN0644  VERT ORDER  -  SECOND    CLASS 0
 CN0644
 CN0644.This mark is at Dannelly Field Airport (MGM)
 CN0644
 CN0644.The horizontal coordinates were scaled from a topographic map and have
 CN0644.an estimated accuracy of +/- 6 seconds.
 CN0644
 CN0644.The orthometric height was determined by differential leveling
 CN0644.and adjusted by the National Geodetic Survey in June 1991..
 CN0644
 CN0644.The geoid height was determined by GEOID03.
 CN0644
 CN0644.The dynamic height is computed by dividing the NAVD 88
 CN0644.geopotential number by the normal gravity value computed on the
 CN0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0644.degrees latitude (g = 980.6199 gals.).
 CN0644
 CN0644.The modeled gravity was interpolated from observed gravity values.
 CN0644
 CN0644;                    North         East    Units  Estimated Accuracy
 CN0644;SPC AL E     -   200,080.      147,520.      MT  (+/- 180 meters Scaled)
 CN0644
 CN0644                          SUPERSEDED SURVEY CONTROL
 CN0644
 CN0644  NGVD 29 (??/??/92)   59.38   (m)          194.8    (f) COMPUTED    2 0
 CN0644
 CN0644.Superseded values are not recommended for survey control.
 CN0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0644.See file dsdata.txt to determine how the superseded data were derived.
 CN0644
 CN0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA573742(NAD 83)
 CN0644_MARKER: DB = BENCH MARK DISK
 CN0644_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0644_SP_SET: BUILDING
 CN0644_STAMPING: A 411 1959
 CN0644_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0644_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN0644+SATELLITE: SATELLITE OBSERVATIONS - March 01, 2005
 CN0644
 CN0644  HISTORY     - Date     Condition        Report By
 CN0644  HISTORY     - 1959     MONUMENTED       CGS
 CN0644  HISTORY     - 1964     GOOD             NGS
 CN0644  HISTORY     - 1976     GOOD             NGS
 CN0644  HISTORY     - 20050301 GOOD             BWSC
 CN0644
 CN0644                          STATION DESCRIPTION
 CN0644
 CN0644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CN0644'4 MI SW FROM MONTGOMERY.
 CN0644'THIS MARK IS LOCATED ON DANNELLY FIELD, MONTGOMERY MUNICIPAL AIRPORT,
 CN0644'2 FEET SOUTH OF THE SOUTH SIDE OF THE CONTROL TOWER, ON THE EXTENDED
 CN0644'CENTERLINE OF A BREEZ-WAY CONNECTING THE TERMINAL BUILDING AND THE
 CN0644'CONTROL TOWER BUILDING.  NOTE-- THE MARK IS A STANDARD DISK STAMPED A
 CN0644'411 1959, SET IN CEMENT IN A DRILL HOLE IN A CONCRETE PARKING RAMP.
 CN0644
 CN0644                          STATION RECOVERY (1976)
 CN0644
 CN0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 CN0644'RECOVERED IN GOOD CONDITION.
 CN0644
 CN0644                          STATION RECOVERY (2005)
 CN0644
 CN0644'RECOVERY NOTE BY BARGE WAGGONER SUMNER AND CANNON 2005 (TGK)
 CN0644'MARK WILL SOON BE DESTROYED BY DEMOLITION WORK AND CONSTRUCTION OF NEW
 CN0644'TERMINAL BUILDING
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1222 ***********************************************************************
 CN1222  DESIGNATION -  A 42
 CN1222  PID         -  CN1222
 CN1222  STATE/COUNTY-  AL/AUTAUGA
 CN1222  USGS QUAD   -  OLD KINGSTON (1987)
 CN1222
 CN1222                         *CURRENT SURVEY CONTROL
 CN1222  ___________________________________________________________________
 CN1222* NAD 83(1986)-  32 30 48.     (N)    086 35 12.     (W)     SCALED    
 CN1222* NAVD 88     -        86.056  (meters)     282.34   (feet)  ADJUSTED  
 CN1222  ___________________________________________________________________
 CN1222  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CN1222  DYNAMIC HT  -          85.957 (meters)     282.01  (feet)  COMP
 CN1222  MODELED GRAV-     979,496.0   (mgal)                       NAVD 88
 CN1222
 CN1222  VERT ORDER  -  SECOND    CLASS 0
 CN1222
 CN1222.The horizontal coordinates were scaled from a topographic map and have
 CN1222.an estimated accuracy of +/- 6 seconds.
 CN1222
 CN1222.The orthometric height was determined by differential leveling
 CN1222.and adjusted by the National Geodetic Survey in June 1991..
 CN1222
 CN1222.The geoid height was determined by GEOID03.
 CN1222
 CN1222.The dynamic height is computed by dividing the NAVD 88
 CN1222.geopotential number by the normal gravity value computed on the
 CN1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1222.degrees latitude (g = 980.6199 gals.).
 CN1222
 CN1222.The modeled gravity was interpolated from observed gravity values.
 CN1222
 CN1222;                    North         East    Units  Estimated Accuracy
 CN1222;SPC AL W     -   279,010.      685,820.      MT  (+/- 180 meters Scaled)
 CN1222
 CN1222                          SUPERSEDED SURVEY CONTROL
 CN1222
 CN1222  NGVD 29 (??/??/92)   86.032  (m)          282.26   (f) ADJ UNCH    2 0
 CN1222
 CN1222.Superseded values are not recommended for survey control.
 CN1222.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1222.See file dsdata.txt to determine how the superseded data were derived.
 CN1222
 CN1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA388974(NAD 83)
 CN1222_MARKER: DB = BENCH MARK DISK
 CN1222_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1222_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1222_STAMPING: A 42 1934
 CN1222_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1222+STABILITY: SURFACE MOTION
 CN1222
 CN1222  HISTORY     - Date     Condition        Report By
 CN1222  HISTORY     - 1934     MONUMENTED       CGS
 CN1222  HISTORY     - 1949     GOOD             NGS
 CN1222  HISTORY     - 20020305 MARK NOT FOUND   ALHD
 CN1222
 CN1222                          STATION DESCRIPTION
 CN1222
 CN1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1222'1.2 MI NW FROM BOOTH.
 CN1222'ABOUT 1.2 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 CN1222'FROM THE STATION AT BOOTH, AT AN OLD ABANDONED ROAD CROSSING, ABOUT
 CN1222'0.1 MILE NORTH OF MILE POST 160, 44 FEET WEST-SOUTHWEST OF THE NEAR
 CN1222'RAIL OF THE TRACK, 46 FEET SOUTH-SOUTHWEST OF A SIGN STATION ONE MILE,
 CN1222'3.8 FEET EAST OF A FENCE LINE, 29 1/2 FEET SOUTH OF THE CENTER LINE OF
 CN1222'A BOARD GATE, 1 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 CN1222'CONCRETE POST PROJECTING 2 INCHES.
 CN1222
 CN1222                          STATION RECOVERY (2002)
 CN1222
 CN1222'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN1222'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0234 ***********************************************************************
 BU0234  DESIGNATION -  A 421
 BU0234  PID         -  BU0234
 BU0234  STATE/COUNTY-  AL/COVINGTON
 BU0234  USGS QUAD   -  FLORALA (1984)
 BU0234
 BU0234                         *CURRENT SURVEY CONTROL
 BU0234  ___________________________________________________________________
 BU0234* NAD 83(1986)-  31 00 32.     (N)    086 20 12.     (W)     SCALED    
 BU0234* NAVD 88     -        85.661  (meters)     281.04   (feet)  ADJUSTED  
 BU0234  ___________________________________________________________________
 BU0234  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BU0234  DYNAMIC HT  -          85.554 (meters)     280.69  (feet)  COMP
 BU0234  MODELED GRAV-     979,384.1   (mgal)                       NAVD 88
 BU0234
 BU0234  VERT ORDER  -  FIRST     CLASS I
 BU0234
 BU0234.The horizontal coordinates were scaled from a topographic map and have
 BU0234.an estimated accuracy of +/- 6 seconds.
 BU0234
 BU0234.The orthometric height was determined by differential leveling
 BU0234.and adjusted by the National Geodetic Survey in June 1991..
 BU0234
 BU0234.The geoid height was determined by GEOID03.
 BU0234
 BU0234.The dynamic height is computed by dividing the NAVD 88
 BU0234.geopotential number by the normal gravity value computed on the
 BU0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0234.degrees latitude (g = 980.6199 gals.).
 BU0234
 BU0234.The modeled gravity was interpolated from observed gravity values.
 BU0234
 BU0234;                    North         East    Units  Estimated Accuracy
 BU0234;SPC AL E     -    56,530.      151,940.      MT  (+/- 180 meters Scaled)
 BU0234
 BU0234                          SUPERSEDED SURVEY CONTROL
 BU0234
 BU0234  NGVD 29 (??/??/92)   85.699  (m)          281.16   (f) ADJ UNCH    1 1
 BU0234
 BU0234.Superseded values are not recommended for survey control.
 BU0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0234.See file dsdata.txt to determine how the superseded data were derived.
 BU0234
 BU0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV633307(NAD 83)
 BU0234_MARKER: DB = BENCH MARK DISK
 BU0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0234_STAMPING: A 421 1967
 BU0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0234+STABILITY: SURFACE MOTION
 BU0234
 BU0234  HISTORY     - Date     Condition        Report By
 BU0234  HISTORY     - 1967     MONUMENTED       CGS
 BU0234  HISTORY     - 1968     GOOD             NGS
 BU0234
 BU0234                          STATION DESCRIPTION
 BU0234
 BU0234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0234'IN FLORALA.
 BU0234'AT FLORALA, 0.6 MILE WEST ALONG STATE HIGHWAY 55 FROM THE POST OFFICE,
 BU0234'90 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE HIGHWAY
 BU0234'(LOCKHART BOULEVARD) AND VIRGINIA STREET, 70 1/2 FEET SOUTH OF THE
 BU0234'CENTER LINE OF THE HIGHWAY, 32 1/2 FEET WEST OF THE CENTER LINE OF THE
 BU0234'STREET, 2 1/2 FEET NORTH OF A TELEPHONE POLE, 1.1 FEET EAST OF A METAL
 BU0234'WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE HIGHWAY, ABOUT 1
 BU0234'FOOT BELOW THE LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE
 BU0234'POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0278 ***********************************************************************
 BU0278  DESIGNATION -  A 422
 BU0278  PID         -  BU0278
 BU0278  STATE/COUNTY-  AL/COVINGTON
 BU0278  USGS QUAD   -  OPP WEST (1986)
 BU0278
 BU0278                         *CURRENT SURVEY CONTROL
 BU0278  ___________________________________________________________________
 BU0278* NAD 83(1986)-  31 16 47.     (N)    086 21 00.     (W)     SCALED    
 BU0278* NAVD 88     -        65.108  (meters)     213.61   (feet)  ADJUSTED  
 BU0278  ___________________________________________________________________
 BU0278  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BU0278  DYNAMIC HT  -          65.028 (meters)     213.35  (feet)  COMP
 BU0278  MODELED GRAV-     979,413.2   (mgal)                       NAVD 88
 BU0278
 BU0278  VERT ORDER  -  FIRST     CLASS I
 BU0278
 BU0278.The horizontal coordinates were scaled from a topographic map and have
 BU0278.an estimated accuracy of +/- 6 seconds.
 BU0278
 BU0278.The orthometric height was determined by differential leveling
 BU0278.and adjusted by the National Geodetic Survey in June 1991..
 BU0278
 BU0278.The geoid height was determined by GEOID03.
 BU0278
 BU0278.The dynamic height is computed by dividing the NAVD 88
 BU0278.geopotential number by the normal gravity value computed on the
 BU0278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0278.degrees latitude (g = 980.6199 gals.).
 BU0278
 BU0278.The modeled gravity was interpolated from observed gravity values.
 BU0278
 BU0278;                    North         East    Units  Estimated Accuracy
 BU0278;SPC AL E     -    86,560.      150,800.      MT  (+/- 180 meters Scaled)
 BU0278
 BU0278                          SUPERSEDED SURVEY CONTROL
 BU0278
 BU0278  NGVD 29 (??/??/92)   65.143  (m)          213.72   (f) ADJ UNCH    1 1
 BU0278
 BU0278.Superseded values are not recommended for survey control.
 BU0278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0278.See file dsdata.txt to determine how the superseded data were derived.
 BU0278
 BU0278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV618607(NAD 83)
 BU0278_MARKER: DB = BENCH MARK DISK
 BU0278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0278_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0278_STAMPING: A 422 1967
 BU0278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0278+STABILITY: SURFACE MOTION
 BU0278
 BU0278  HISTORY     - Date     Condition        Report By
 BU0278  HISTORY     - 1967     MONUMENTED       CGS
 BU0278  HISTORY     - 1968     GOOD             NGS
 BU0278
 BU0278                          STATION DESCRIPTION
 BU0278
 BU0278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0278'2.8 MI SE FROM SANFORD.
 BU0278'ABOUT 2.8 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU0278'FROM THE CROSSING OF U.S. HIGHWAY 84 AT SANFORD, ABOUT 0.2 MILE WEST
 BU0278'OF MILEPOST 589, ABOUT 0.2 MILE EAST OF A GRADED DIRT ROAD CROSSING,
 BU0278'ABOUT 7 RAILS WEST OF THE WEST END OF A BRIDGE OVER THE YELLOW RIVER,
 BU0278'31 FEET NORTH OF THE NORTH RAIL, 2 1/2 FEET WEST OF A TELEGRAPH POLE
 BU0278'AND IS IN LINE WITH THE POLES, 1.5 FEET EAST OF A METAL WITNESS POST,
 BU0278'ABOUT 4 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A
 BU0278'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0389 ***********************************************************************
 CN0389  DESIGNATION -  A 423
 CN0389  PID         -  CN0389
 CN0389  STATE/COUNTY-  AL/MONTGOMERY
 CN0389  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0389
 CN0389                         *CURRENT SURVEY CONTROL
 CN0389  ___________________________________________________________________
 CN0389* NAD 83(1986)-  32 15 30.     (N)    086 18 20.     (W)     SCALED    
 CN0389* NAVD 88     -        76.678  (meters)     251.57   (feet)  ADJUSTED  
 CN0389  ___________________________________________________________________
 CN0389  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CN0389  DYNAMIC HT  -          76.590 (meters)     251.28  (feet)  COMP
 CN0389  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CN0389  OBS GRAVITY -     979,486.0   (mgal)                       GRAV_OBS
 CN0389
 CN0389  VERT ORDER  -  FIRST     CLASS I
 CN0389
 CN0389.The horizontal coordinates were scaled from a topographic map and have
 CN0389.an estimated accuracy of +/- 6 seconds.
 CN0389
 CN0389.The orthometric height was determined by differential leveling
 CN0389.and adjusted by the National Geodetic Survey in June 1991..
 CN0389
 CN0389.The geoid height was determined by GEOID03.
 CN0389
 CN0389.The dynamic height is computed by dividing the NAVD 88
 CN0389.geopotential number by the normal gravity value computed on the
 CN0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0389.degrees latitude (g = 980.6199 gals.).
 CN0389
 CN0389.The modeled gravity was interpolated from observed gravity values.
 CN0389.The observed gravity was obtained from relative gravimeter ties
 CN0389.to the IGSN71 gravity network.
 CN0389
 CN0389;                    North         East    Units  Estimated Accuracy
 CN0389;SPC AL E     -   195,050.      155,510.      MT  (+/- 180 meters Scaled)
 CN0389
 CN0389                          SUPERSEDED SURVEY CONTROL
 CN0389
 CN0389  NGVD 29 (??/??/92)   76.660  (m)          251.51   (f) ADJ UNCH    1 1
 CN0389
 CN0389.Superseded values are not recommended for survey control.
 CN0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0389.See file dsdata.txt to determine how the superseded data were derived.
 CN0389
 CN0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA654692(NAD 83)
 CN0389_MARKER: DB = BENCH MARK DISK
 CN0389_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0389_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0389_STAMPING: A 423 1967
 CN0389_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0389+STABILITY: SURFACE MOTION
 CN0389
 CN0389  HISTORY     - Date     Condition        Report By
 CN0389  HISTORY     - 1967     MONUMENTED       CGS
 CN0389
 CN0389                          STATION DESCRIPTION
 CN0389
 CN0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0389'1.3 MI N FROM SNOWDOUN.
 CN0389'ABOUT 1.3 MILES NORTH ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 CN0389'CROSSING OF BUTLER MILL ROAD AT SNOWDOUN, AT AN EAST-WEST GRAVELED
 CN0389'ROAD CROSSING, 93 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING
 CN0389'THE TRACK, 89 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 47
 CN0389'FEET EAST OF THE EAST RAIL, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH
 CN0389'OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK AND SET
 CN0389'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 CN0389'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0064 ***********************************************************************
 BU0064  DESIGNATION -  A 424
 BU0064  PID         -  BU0064
 BU0064  STATE/COUNTY-  AL/PIKE
 BU0064  USGS QUAD   -  YOUNGBLOOD (1981)
 BU0064
 BU0064                         *CURRENT SURVEY CONTROL
 BU0064  ___________________________________________________________________
 BU0064* NAD 83(1986)-  31 50 42.     (N)    086 04 15.     (W)     SCALED    
 BU0064* NAVD 88     -       105.699  (meters)     346.78   (feet)  ADJUSTED  
 BU0064  ___________________________________________________________________
 BU0064  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU0064  DYNAMIC HT  -         105.574 (meters)     346.37  (feet)  COMP
 BU0064  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 BU0064
 BU0064  VERT ORDER  -  FIRST     CLASS I
 BU0064
 BU0064.The horizontal coordinates were scaled from a topographic map and have
 BU0064.an estimated accuracy of +/- 6 seconds.
 BU0064
 BU0064.The orthometric height was determined by differential leveling
 BU0064.and adjusted by the National Geodetic Survey in June 1991..
 BU0064
 BU0064.The geoid height was determined by GEOID03.
 BU0064
 BU0064.The dynamic height is computed by dividing the NAVD 88
 BU0064.geopotential number by the normal gravity value computed on the
 BU0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0064.degrees latitude (g = 980.6199 gals.).
 BU0064
 BU0064.The modeled gravity was interpolated from observed gravity values.
 BU0064
 BU0064;                    North         East    Units  Estimated Accuracy
 BU0064;SPC AL E     -   149,140.      177,520.      MT  (+/- 180 meters Scaled)
 BU0064
 BU0064                          SUPERSEDED SURVEY CONTROL
 BU0064
 BU0064  NGVD 29 (??/??/92)  105.679  (m)          346.72   (f) ADJ UNCH    1 1
 BU0064
 BU0064.Superseded values are not recommended for survey control.
 BU0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0064.See file dsdata.txt to determine how the superseded data were derived.
 BU0064
 BU0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA879236(NAD 83)
 BU0064_MARKER: DB = BENCH MARK DISK
 BU0064_SETTING: 0 = UNSPECIFIED SETTING
 BU0064_STAMPING: A 424 1967
 BU0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0064
 BU0064  HISTORY     - Date     Condition        Report By
 BU0064  HISTORY     - 1967     MONUMENTED       CGS
 BU0064  HISTORY     - 1968     GOOD             NGS
 BU0064
 BU0064                          STATION DESCRIPTION
 BU0064
 BU0064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0064'7.1 MI NW FROM TROY.
 BU0064'7.1 MILES NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BU0064'STATION AT TROY, ABOUT 4.3 MILES SOUTHEAST OF A BLACK TOP ROAD
 BU0064'CROSSING AT ANSLEY, SET ON THE TOP OF THE SOUTHEAST CONCRETE WALL OF
 BU0064'THE SPILLWAY FOR YOUNGBLOOD POND, 278 FEET WEST OF THE WEST RAIL OF
 BU0064'MAIN TRACK, 100 FEET NORTHWEST OF TE CENTER LINE OF A BLACK TOPPED
 BU0064'ROAD, 16 FEET SOUTHWEST OF THE NORTHEAST END OF THE CONCRETE WALL, 4
 BU0064'FEET EAST OF THE SOUTHEAST END OF THE SPILLWAY, 2 FEET BELOW THE LEVEL
 BU0064'OF THE TRACK.  NOTE-- IN SMALL VILLAGE OF YOUNGBLOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0364 ***********************************************************************
 CN0364  DESIGNATION -  A 425
 CN0364  PID         -  CN0364
 CN0364  STATE/COUNTY-  AL/MONTGOMERY
 CN0364  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0364
 CN0364                         *CURRENT SURVEY CONTROL
 CN0364  ___________________________________________________________________
 CN0364* NAD 83(1986)-  32 22 34.     (N)    086 18 22.     (W)     SCALED    
 CN0364* NAVD 88     -        65.917  (meters)     216.26   (feet)  ADJUSTED  
 CN0364  ___________________________________________________________________
 CN0364  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CN0364  DYNAMIC HT  -          65.842 (meters)     216.02  (feet)  COMP
 CN0364  MODELED GRAV-     979,497.4   (mgal)                       NAVD 88
 CN0364
 CN0364  VERT ORDER  -  FIRST     CLASS I
 CN0364
 CN0364.The horizontal coordinates were scaled from a topographic map and have
 CN0364.an estimated accuracy of +/- 6 seconds.
 CN0364
 CN0364.The orthometric height was determined by differential leveling
 CN0364.and adjusted by the National Geodetic Survey in June 1991..
 CN0364
 CN0364.The geoid height was determined by GEOID03.
 CN0364
 CN0364.The dynamic height is computed by dividing the NAVD 88
 CN0364.geopotential number by the normal gravity value computed on the
 CN0364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0364.degrees latitude (g = 980.6199 gals.).
 CN0364
 CN0364.The modeled gravity was interpolated from observed gravity values.
 CN0364
 CN0364;                    North         East    Units  Estimated Accuracy
 CN0364;SPC AL E     -   208,110.      155,510.      MT  (+/- 180 meters Scaled)
 CN0364
 CN0364                          SUPERSEDED SURVEY CONTROL
 CN0364
 CN0364  NGVD 29 (??/??/92)   65.901  (m)          216.21   (f) ADJ UNCH    1 1
 CN0364
 CN0364.Superseded values are not recommended for survey control.
 CN0364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0364.See file dsdata.txt to determine how the superseded data were derived.
 CN0364
 CN0364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA652823(NAD 83)
 CN0364_MARKER: DB = BENCH MARK DISK
 CN0364_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0364_SP_SET: BUILDING
 CN0364_STAMPING: A 425 1967
 CN0364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0364
 CN0364  HISTORY     - Date     Condition        Report By
 CN0364  HISTORY     - 1967     MONUMENTED       CGS
 CN0364
 CN0364                          STATION DESCRIPTION
 CN0364
 CN0364'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0364'IN MONTGOMERY.
 CN0364'AT MONTGOMERY, NEAR THE NORTHEAST CORNER OF THE MONTGOMERY COUNTY
 CN0364'COURTHOUSE, NEAR THE INTERSECTION OF WASHINGTON AND LAWRENCE STREET,
 CN0364'SET VERTICALLY IN THE NORTH SIDE OF THE NORTHEAST CONCRETE COLUMN OF
 CN0364'THE COURTHOUSE BUILDING, 42 FEET SOUTH OF THE SOUTH CURB OF WASHINGTON
 CN0364'STREET, 35 FEET WEST OF THE WEST CURB OF LAWRENCE STREET, 5 FEET WEST
 CN0364'OF THE NORTHEAST CORNER OF THE BUILDING AND 1.5 FEET ABOVE THE LEVEL
 CN0364'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0004 ***********************************************************************
 BU0004  DESIGNATION -  A 426
 BU0004  PID         -  BU0004
 BU0004  STATE/COUNTY-  AL/CRENSHAW
 BU0004  USGS QUAD   -  BRANTLEY (1971)
 BU0004
 BU0004                         *CURRENT SURVEY CONTROL
 BU0004  ___________________________________________________________________
 BU0004* NAD 83(1986)-  31 31 20.     (N)    086 20 04.     (W)     SCALED    
 BU0004* NAVD 88     -        75.041  (meters)     246.20   (feet)  ADJUSTED  
 BU0004  ___________________________________________________________________
 BU0004  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BU0004  DYNAMIC HT  -          74.950 (meters)     245.90  (feet)  COMP
 BU0004  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BU0004
 BU0004  VERT ORDER  -  FIRST     CLASS I
 BU0004
 BU0004.The horizontal coordinates were scaled from a topographic map and have
 BU0004.an estimated accuracy of +/- 6 seconds.
 BU0004
 BU0004.The orthometric height was determined by differential leveling
 BU0004.and adjusted by the National Geodetic Survey in June 1991..
 BU0004
 BU0004.The geoid height was determined by GEOID03.
 BU0004
 BU0004.The dynamic height is computed by dividing the NAVD 88
 BU0004.geopotential number by the normal gravity value computed on the
 BU0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0004.degrees latitude (g = 980.6199 gals.).
 BU0004
 BU0004.The modeled gravity was interpolated from observed gravity values.
 BU0004
 BU0004;                    North         East    Units  Estimated Accuracy
 BU0004;SPC AL E     -   113,440.      152,410.      MT  (+/- 180 meters Scaled)
 BU0004
 BU0004                          SUPERSEDED SURVEY CONTROL
 BU0004
 BU0004  NGVD 29 (??/??/92)   75.048  (m)          246.22   (f) ADJ UNCH    1 1
 BU0004
 BU0004.Superseded values are not recommended for survey control.
 BU0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0004.See file dsdata.txt to determine how the superseded data were derived.
 BU0004
 BU0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV631876(NAD 83)
 BU0004_MARKER: DB = BENCH MARK DISK
 BU0004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0004_SP_SET: ABUTMENT
 BU0004_STAMPING: A 426 1967
 BU0004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0004_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0004+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU0004
 BU0004  HISTORY     - Date     Condition        Report By
 BU0004  HISTORY     - 1967     MONUMENTED       CGS
 BU0004  HISTORY     - 1968     GOOD             NGS
 BU0004  HISTORY     - 20040412 GOOD             ALHD
 BU0004
 BU0004                          STATION DESCRIPTION
 BU0004
 BU0004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0004'2.8 MI NE FROM DOZIER.
 BU0004'2.8 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE INTERSECTION OF
 BU0004'COUNTY ROAD 77 AT DOZIER, SET IN THE TOP OF THE NORTHWEST END OF THE
 BU0004'NORTHEAST CONCRETE ABUTMENT OF A 138-FOOT BRIDGE OVER THREE MILE
 BU0004'CREEK, 15 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT
 BU0004'LEVEL WITH THE HIGHWAY.
 BU0004
 BU0004                          STATION RECOVERY (2004)
 BU0004
 BU0004'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU0004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0333 ***********************************************************************
 CN0333  DESIGNATION -  A 427
 CN0333  PID         -  CN0333
 CN0333  STATE/COUNTY-  AL/MONTGOMERY
 CN0333  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0333
 CN0333                         *CURRENT SURVEY CONTROL
 CN0333  ___________________________________________________________________
 CN0333* NAD 83(1986)-  32 23 34.     (N)    086 18 31.     (W)     SCALED    
 CN0333* NAVD 88     -        50.656  (meters)     166.19   (feet)  ADJUSTED  
 CN0333  ___________________________________________________________________
 CN0333  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CN0333  DYNAMIC HT  -          50.598 (meters)     166.00  (feet)  COMP
 CN0333  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 CN0333  OBS GRAVITY -     979,496.6   (mgal)                       GRAV_OBS
 CN0333
 CN0333  VERT ORDER  -  FIRST     CLASS I
 CN0333
 CN0333.The horizontal coordinates were scaled from a topographic map and have
 CN0333.an estimated accuracy of +/- 6 seconds.
 CN0333
 CN0333.The orthometric height was determined by differential leveling
 CN0333.and adjusted by the National Geodetic Survey in June 1991..
 CN0333
 CN0333.The geoid height was determined by GEOID03.
 CN0333
 CN0333.The dynamic height is computed by dividing the NAVD 88
 CN0333.geopotential number by the normal gravity value computed on the
 CN0333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0333.degrees latitude (g = 980.6199 gals.).
 CN0333
 CN0333.The modeled gravity was interpolated from observed gravity values.
 CN0333.The observed gravity was obtained from relative gravimeter ties
 CN0333.to the IGSN71 gravity network.
 CN0333
 CN0333;                    North         East    Units  Estimated Accuracy
 CN0333;SPC AL E     -   209,960.      155,280.      MT  (+/- 180 meters Scaled)
 CN0333
 CN0333                          SUPERSEDED SURVEY CONTROL
 CN0333
 CN0333  NGVD 29 (??/??/92)   50.635  (m)          166.12   (f) ADJ UNCH    1 1
 CN0333
 CN0333.Superseded values are not recommended for survey control.
 CN0333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0333.See file dsdata.txt to determine how the superseded data were derived.
 CN0333
 CN0333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA650841(NAD 83)
 CN0333_MARKER: DB = BENCH MARK DISK
 CN0333_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0333_SP_SET: BUILDING
 CN0333_STAMPING: A 427 1967
 CN0333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0333
 CN0333  HISTORY     - Date     Condition        Report By
 CN0333  HISTORY     - 1967     MONUMENTED       CGS
 CN0333  HISTORY     - 1968     GOOD             NGS
 CN0333
 CN0333                          STATION DESCRIPTION
 CN0333
 CN0333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0333'IN MONTGOMERY.
 CN0333'AT MONTGOMERY, ABOUT 0.5 MILE NORTH ALONG NORTH COURT STREET FROM THE
 CN0333'CITY WATER WORKS, ABOUT 0.3 MILE NORTH ALONG THE WESTERN RAILWAY OF
 CN0333'ALABAMA FROM MILEPOST 175, NEAR THE SOUTHWEST CORNER OF THE JUNCTION
 CN0333'OF NORTH COURT AND CHANDLER STREETS, SET VERTICALLY IN THE NORTH BRICK
 CN0333'FACE OF THE GULF OIL COMPANY OFFICE BUILDING, 32 FEET WEST OF THE WEST
 CN0333'CURB OF NORTH COURT STREET, 4.3 FEET WEST OF THE NORTHEAST CORNER OF
 CN0333'THE BUILDING, 2 FEET ABOVE THE LEVEL OF THE GROUND AND THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0292 ***********************************************************************
 CN0292  DESIGNATION -  A 428
 CN0292  PID         -  CN0292
 CN0292  STATE/COUNTY-  AL/MONTGOMERY
 CN0292  USGS QUAD   -  BRASSELL (1987)
 CN0292
 CN0292                         *CURRENT SURVEY CONTROL
 CN0292  ___________________________________________________________________
 CN0292* NAD 83(1986)-  32 23 58.     (N)    086 01 41.     (W)     SCALED    
 CN0292* NAVD 88     -        56.830  (meters)     186.45   (feet)  ADJUSTED  
 CN0292  ___________________________________________________________________
 CN0292  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CN0292  DYNAMIC HT  -          56.764 (meters)     186.23  (feet)  COMP
 CN0292  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CN0292
 CN0292  VERT ORDER  -  FIRST     CLASS I
 CN0292
 CN0292.The horizontal coordinates were scaled from a topographic map and have
 CN0292.an estimated accuracy of +/- 6 seconds.
 CN0292
 CN0292.The orthometric height was determined by differential leveling
 CN0292.and adjusted by the National Geodetic Survey in June 1991..
 CN0292
 CN0292.The geoid height was determined by GEOID03.
 CN0292
 CN0292.The dynamic height is computed by dividing the NAVD 88
 CN0292.geopotential number by the normal gravity value computed on the
 CN0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0292.degrees latitude (g = 980.6199 gals.).
 CN0292
 CN0292.The modeled gravity was interpolated from observed gravity values.
 CN0292
 CN0292;                    North         East    Units  Estimated Accuracy
 CN0292;SPC AL E     -   210,610.      181,680.      MT  (+/- 180 meters Scaled)
 CN0292
 CN0292                          SUPERSEDED SURVEY CONTROL
 CN0292
 CN0292  NGVD 29 (??/??/92)   56.808  (m)          186.38   (f) ADJ UNCH    1 1
 CN0292
 CN0292.Superseded values are not recommended for survey control.
 CN0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0292.See file dsdata.txt to determine how the superseded data were derived.
 CN0292
 CN0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA914851(NAD 83)
 CN0292_MARKER: DB = BENCH MARK DISK
 CN0292_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN0292_SP_SET: 31 FEET
 CN0292_STAMPING: A 428 1947
 CN0292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0292
 CN0292  HISTORY     - Date     Condition        Report By
 CN0292  HISTORY     - 1967     MONUMENTED       CGS
 CN0292  HISTORY     - 1968     GOOD             NGS
 CN0292
 CN0292                          STATION DESCRIPTION
 CN0292
 CN0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0292'8.5 MI SW FROM MILSTEAD.
 CN0292'ABOUT 8.5 MILES SOUTHWEST ALONG THE WESTERN RAILWAY OF ALABAMA FROM
 CN0292'THE POST OFFICE AT MILSTEAD, ABOUT 0.1 MILE WEST OF MILEPOST 156, 115
 CN0292'FEET SOUTHEAST OF A NARROW PRIVATE DIRT ROAD CROSSING, 41.8 FEET SOUTH
 CN0292'OF THE SOUTH RAIL, 10 FEET NORTHEAST OF A 14-INCH SWEET GUM TREE WITH
 CN0292'THREE SMALL TRUNKS, 6 FEET NORTHWEST OF A 6-INCH CHINABERRY TREE IN A
 CN0292'FENCE LINE, 1.2 FEET EAST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 CN0292'THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 CN0292'STEEL ROD PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE GROUND AND
 CN0292'PROTECTED BY A 6-INCH METAL PIPE WHICH PROJECTS 0.5 FOOT ABOVE THE
 CN0292'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 31
 CN0292'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1223 ***********************************************************************
 CM1223  DESIGNATION -  A 429
 CM1223  PID         -  CM1223
 CM1223  STATE/COUNTY-  AL/LEE
 CM1223  USGS QUAD   -  LOACHAPOKA (1983)
 CM1223
 CM1223                         *CURRENT SURVEY CONTROL
 CM1223  ___________________________________________________________________
 CM1223* NAD 83(1986)-  32 36 00.     (N)    085 36 38.     (W)     SCALED    
 CM1223* NAVD 88     -       202.230  (meters)     663.48   (feet)  ADJUSTED  
 CM1223  ___________________________________________________________________
 CM1223  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CM1223  DYNAMIC HT  -         201.991 (meters)     662.70  (feet)  COMP
 CM1223  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 CM1223
 CM1223  VERT ORDER  -  FIRST     CLASS I
 CM1223
 CM1223.The horizontal coordinates were scaled from a topographic map and have
 CM1223.an estimated accuracy of +/- 6 seconds.
 CM1223
 CM1223.The orthometric height was determined by differential leveling
 CM1223.and adjusted by the National Geodetic Survey in June 1991..
 CM1223
 CM1223.The geoid height was determined by GEOID03.
 CM1223
 CM1223.The dynamic height is computed by dividing the NAVD 88
 CM1223.geopotential number by the normal gravity value computed on the
 CM1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1223.degrees latitude (g = 980.6199 gals.).
 CM1223
 CM1223.The modeled gravity was interpolated from observed gravity values.
 CM1223
 CM1223;                    North         East    Units  Estimated Accuracy
 CM1223;SPC AL E     -   232,860.      220,910.      MT  (+/- 180 meters Scaled)
 CM1223
 CM1223                          SUPERSEDED SURVEY CONTROL
 CM1223
 CM1223  NGVD 29 (??/??/92)  202.201  (m)          663.39   (f) ADJ UNCH    1 1
 CM1223
 CM1223.Superseded values are not recommended for survey control.
 CM1223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1223.See file dsdata.txt to determine how the superseded data were derived.
 CM1223
 CM1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB303077(NAD 83)
 CM1223_MARKER: DB = BENCH MARK DISK
 CM1223_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1223_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1223_STAMPING: A 429 ROWC
 CM1223_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1223+STABILITY: SURFACE MOTION
 CM1223
 CM1223  HISTORY     - Date     Condition        Report By
 CM1223  HISTORY     - UNK      MONUMENTED       ALHD
 CM1223  HISTORY     - 1968     GOOD             NGS
 CM1223
 CM1223                          STATION DESCRIPTION
 CM1223
 CM1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM1223'1.1 MI SW FROM LOACHAPOKA.
 CM1223'ABOUT 1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 14 FROM THE SCHOOL
 CM1223'AT LOACHAPOKA, 102 FEET WEST OF THE CENTER OF A BLACK TOPPED ROAD
 CM1223'INTERSECTION, 70 FEET SOUTHEAST OF THE EAST CORNER OF A LARGE
 CM1223'WHITE FRAME CHURCH, 40 FEET NORTHWEST OF THE CENTER LINE OF THE
 CM1223'HIGHWAY, 31 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE
 CM1223'LEADING TO THE CHURCH, 15 FEET NORTHWEST OF THE EXTENDED LINE OF
 CM1223'THE NORTHEAST END OF THE CHURCH, ABOUT 1 FOOT ABOVE THE LEVEL OF
 CM1223'THE HIGHWAY AND IS A 2-INCH ALUMINUM DISK SET IN THE TOP OF A
 CM1223'CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0896 ***********************************************************************
 CN0896  DESIGNATION -  A 43
 CN0896  PID         -  CN0896
 CN0896  STATE/COUNTY-  AL/LOWNDES
 CN0896  USGS QUAD   -  CALHOUN (1981)
 CN0896
 CN0896                         *CURRENT SURVEY CONTROL
 CN0896  ___________________________________________________________________
 CN0896* NAD 83(1986)-  32 06 19.     (N)    086 30 15.     (W)     SCALED    
 CN0896* NAVD 88     -        70.115  (meters)     230.04   (feet)  ADJUSTED  
 CN0896  ___________________________________________________________________
 CN0896  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CN0896  DYNAMIC HT  -          70.033 (meters)     229.77  (feet)  COMP
 CN0896  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 CN0896
 CN0896  VERT ORDER  -  SECOND    CLASS 0
 CN0896
 CN0896.The horizontal coordinates were scaled from a topographic map and have
 CN0896.an estimated accuracy of +/- 6 seconds.
 CN0896
 CN0896.The orthometric height was determined by differential leveling
 CN0896.and adjusted by the National Geodetic Survey in June 1991..
 CN0896
 CN0896.The geoid height was determined by GEOID03.
 CN0896
 CN0896.The dynamic height is computed by dividing the NAVD 88
 CN0896.geopotential number by the normal gravity value computed on the
 CN0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0896.degrees latitude (g = 980.6199 gals.).
 CN0896
 CN0896.The modeled gravity was interpolated from observed gravity values.
 CN0896
 CN0896;                    North         East    Units  Estimated Accuracy
 CN0896;SPC AL W     -   233,830.      693,990.      MT  (+/- 180 meters Scaled)
 CN0896
 CN0896                          SUPERSEDED SURVEY CONTROL
 CN0896
 CN0896  NGVD 29 (??/??/92)   70.095  (m)          229.97   (f) ADJ UNCH    2 0
 CN0896
 CN0896.Superseded values are not recommended for survey control.
 CN0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0896.See file dsdata.txt to determine how the superseded data were derived.
 CN0896
 CN0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA467522(NAD 83)
 CN0896_MARKER: DB = BENCH MARK DISK
 CN0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0896_STAMPING: A-43 -- 1934
 CN0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0896+STABILITY: SURFACE MOTION
 CN0896
 CN0896  HISTORY     - Date     Condition        Report By
 CN0896  HISTORY     - 1934     MONUMENTED       CGS
 CN0896  HISTORY     - 1943     GOOD             NGS
 CN0896  HISTORY     - 1976     MARK NOT FOUND   USGS
 CN0896
 CN0896                          STATION DESCRIPTION
 CN0896
 CN0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0896'2.1 MI SW FROM LETOHATCHEE.
 CN0896'LOCATED 2.1 MILES SOUTHWEST OF THE RAILWAYDAY STATION AT LETOHATCHEE.
 CN0896'0.4 OF MILE NORTHEAST OF MILE POST 511.  0.4 OF MILE SOUTHWEST OF
 CN0896'SIGNAL POST NO. 5102.  44 FT. EAST OF INTERSECTION OF CENTERLINES OF
 CN0896'TRACK AND A ROAD.  28 FT. SOUTHEAST OF SOUTHEAST RAIL.  AT SOUTHWEST
 CN0896'END OF A CUT.  STANDARD TABLET SET IN TOP OF A CONCRETE POST 4 IN.
 CN0896'HIGH.
 CN0896
 CN0896                          STATION RECOVERY (1943)
 CN0896
 CN0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CN0896'RECOVERED IN GOOD CONDITION.
 CN0896
 CN0896                          STATION RECOVERY (1976)
 CN0896
 CN0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CN0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0640 ***********************************************************************
 CM0640  DESIGNATION -  A 430
 CM0640  PID         -  CM0640
 CM0640  STATE/COUNTY-  AL/LEE
 CM0640  USGS QUAD   -  OPELIKA EAST (1983)
 CM0640
 CM0640                         *CURRENT SURVEY CONTROL
 CM0640  ___________________________________________________________________
 CM0640* NAD 83(1986)-  32 38 06.     (N)    085 17 44.     (W)     SCALED    
 CM0640* NAVD 88     -       205.060  (meters)     672.77   (feet)  ADJUSTED  
 CM0640  ___________________________________________________________________
 CM0640  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CM0640  DYNAMIC HT  -         204.816 (meters)     671.97  (feet)  COMP
 CM0640  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 CM0640
 CM0640  VERT ORDER  -  FIRST     CLASS I
 CM0640
 CM0640.The horizontal coordinates were scaled from a topographic map and have
 CM0640.an estimated accuracy of +/- 6 seconds.
 CM0640
 CM0640.The orthometric height was determined by differential leveling
 CM0640.and adjusted by the National Geodetic Survey in June 1991..
 CM0640
 CM0640.The geoid height was determined by GEOID03.
 CM0640
 CM0640.The dynamic height is computed by dividing the NAVD 88
 CM0640.geopotential number by the normal gravity value computed on the
 CM0640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0640.degrees latitude (g = 980.6199 gals.).
 CM0640
 CM0640.The modeled gravity was interpolated from observed gravity values.
 CM0640
 CM0640;                    North         East    Units  Estimated Accuracy
 CM0640;SPC AL E     -   236,850.      250,460.      MT  (+/- 180 meters Scaled)
 CM0640
 CM0640                          SUPERSEDED SURVEY CONTROL
 CM0640
 CM0640  NGVD 29 (??/??/92)  205.027  (m)          672.66   (f) ADJ UNCH    1 1
 CM0640
 CM0640.Superseded values are not recommended for survey control.
 CM0640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0640.See file dsdata.txt to determine how the superseded data were derived.
 CM0640
 CM0640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB598121(NAD 83)
 CM0640_MARKER: DB = BENCH MARK DISK
 CM0640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0640_SP_SET: CULVERT
 CM0640_STAMPING: A 430 1968
 CM0640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0640
 CM0640  HISTORY     - Date     Condition        Report By
 CM0640  HISTORY     - 1968     MONUMENTED       CGS
 CM0640
 CM0640                          STATION DESCRIPTION
 CM0640
 CM0640'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM0640'4.5 MI SE FROM OPELIKA.
 CM0640'ABOUT 4.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 280 FROM THE NEW
 CM0640'POST OFFICE AT OPELIKA, ABOUT 0.2 MILE NORTHWEST OF THE JUNCTION
 CM0640'OF A BLACK TOPPED ROAD LEADING NORTHEAST, SET IN THE TOP OF THE
 CM0640'SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF AN 18-FOOT CONCRETE
 CM0640'BOX CULVERT WITH ONE DIVIDING PIER AND OVER A SMALL STREAM, 18
 CM0640'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL
 CM0640'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0348 ***********************************************************************
 CN0348  DESIGNATION -  A 431
 CN0348  PID         -  CN0348
 CN0348  STATE/COUNTY-  AL/MONTGOMERY
 CN0348  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0348
 CN0348                         *CURRENT SURVEY CONTROL
 CN0348  ___________________________________________________________________
 CN0348* NAD 83(1986)-  32 22 09.     (N)    086 20 13.     (W)     SCALED    
 CN0348* NAVD 88     -        52.204  (meters)     171.27   (feet)  ADJUSTED  
 CN0348  ___________________________________________________________________
 CN0348  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CN0348  DYNAMIC HT  -          52.145 (meters)     171.08  (feet)  COMP
 CN0348  MODELED GRAV-     979,498.3   (mgal)                       NAVD 88
 CN0348
 CN0348  VERT ORDER  -  FIRST     CLASS I
 CN0348
 CN0348.The horizontal coordinates were scaled from a topographic map and have
 CN0348.an estimated accuracy of +/- 6 seconds.
 CN0348
 CN0348.The orthometric height was determined by differential leveling
 CN0348.and adjusted by the National Geodetic Survey in June 1991..
 CN0348
 CN0348.The geoid height was determined by GEOID03.
 CN0348
 CN0348.The dynamic height is computed by dividing the NAVD 88
 CN0348.geopotential number by the normal gravity value computed on the
 CN0348.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0348.degrees latitude (g = 980.6199 gals.).
 CN0348
 CN0348.The modeled gravity was interpolated from observed gravity values.
 CN0348
 CN0348;                    North         East    Units  Estimated Accuracy
 CN0348;SPC AL E     -   207,350.      152,610.      MT  (+/- 180 meters Scaled)
 CN0348
 CN0348                          SUPERSEDED SURVEY CONTROL
 CN0348
 CN0348  NGVD 29 (??/??/??)   52.190  (m)          171.23   (f) ADJUSTED    1 1
 CN0348
 CN0348.Superseded values are not recommended for survey control.
 CN0348.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0348.See file dsdata.txt to determine how the superseded data were derived.
 CN0348
 CN0348_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA623815(NAD 83)
 CN0348_MARKER: DB = BENCH MARK DISK
 CN0348_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0348_SP_SET: CONCRETE PILLARS
 CN0348_STAMPING: A 431 1968
 CN0348_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0348
 CN0348  HISTORY     - Date     Condition        Report By
 CN0348  HISTORY     - 1968     MONUMENTED       CGS
 CN0348
 CN0348                          STATION DESCRIPTION
 CN0348
 CN0348'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN0348'1.6 MI SW FROM MONTGOMERY.
 CN0348'ABOUT 1.6 MILES SOUTHWEST ALONG THE TRACK OF THE WESTERN RAILWAY OF
 CN0348'ALABAMA FROM UNION STATION AT MONTGOMERY, IN SECTION 14, T 16 N, R 17
 CN0348'E, AT THE RAILROAD UNDERPASS FOR DAY STREET, 0.05 MILE NORTHEAST OF
 CN0348'MILEPOST M1S49 176, SET VERTICALLY IN THE NORTHWEST FACE OF THE FIRST
 CN0348'SET OF CONCRETE PILLARS SOUTHEAST OF THE TRACK, 7 1/2 FEET SOUTHEAST
 CN0348'OF THE SOUTHEAST RAIL OF THE TRACK, 4.9 FEET NORTHEAST OF THE
 CN0348'SOUTHWEST END OF THE PILLARS, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 CN0348'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2607 ***********************************************************************
 CN2607  DESIGNATION -  A 433
 CN2607  PID         -  CN2607
 CN2607  STATE/COUNTY-  AL/SUMTER
 CN2607  USGS QUAD   -  MC DOWELL (1985)
 CN2607
 CN2607                         *CURRENT SURVEY CONTROL
 CN2607  ___________________________________________________________________
 CN2607* NAD 83(1986)-  32 31 32.     (N)    087 54 11.     (W)     SCALED    
 CN2607* NAVD 88     -        30.860  (meters)     101.25   (feet)  ADJUSTED  
 CN2607  ___________________________________________________________________
 CN2607  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN2607  DYNAMIC HT  -          30.824 (meters)     101.13  (feet)  COMP
 CN2607  MODELED GRAV-     979,481.2   (mgal)                       NAVD 88
 CN2607
 CN2607  VERT ORDER  -  FIRST     CLASS I
 CN2607
 CN2607.The horizontal coordinates were scaled from a topographic map and have
 CN2607.an estimated accuracy of +/- 6 seconds.
 CN2607
 CN2607.The orthometric height was determined by differential leveling
 CN2607.and adjusted by the National Geodetic Survey in June 1991..
 CN2607
 CN2607.The geoid height was determined by GEOID03.
 CN2607
 CN2607.The dynamic height is computed by dividing the NAVD 88
 CN2607.geopotential number by the normal gravity value computed on the
 CN2607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2607.degrees latitude (g = 980.6199 gals.).
 CN2607
 CN2607.The modeled gravity was interpolated from observed gravity values.
 CN2607
 CN2607;                    North         East    Units  Estimated Accuracy
 CN2607;SPC AL W     -   280,070.      562,140.      MT  (+/- 180 meters Scaled)
 CN2607
 CN2607                          SUPERSEDED SURVEY CONTROL
 CN2607
 CN2607  NGVD 29 (??/??/??)   30.842  (m)          101.19   (f) ADJUSTED    1 1
 CN2607
 CN2607.Superseded values are not recommended for survey control.
 CN2607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2607.See file dsdata.txt to determine how the superseded data were derived.
 CN2607
 CN2607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA151990(NAD 83)
 CN2607_MARKER: DB = BENCH MARK DISK
 CN2607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2607_STAMPING: A 433 1968
 CN2607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2607+STABILITY: SURFACE MOTION
 CN2607
 CN2607  HISTORY     - Date     Condition        Report By
 CN2607  HISTORY     - 1968     MONUMENTED       CGS
 CN2607
 CN2607                          STATION DESCRIPTION
 CN2607
 CN2607'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN2607'11.5 MI NE FROM COATOPA.
 CN2607'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 CN2607'AT COATOPA, THENCE 4.65 MILES NORTHEAST ALONG COUNTY ROAD 23, THENCE
 CN2607'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 5.2 MILES EAST ALONG A
 CN2607'TRAIL ROAD WHICH IS ON THE ABANDONED RAILROAD GRADE, THENCE 1.1 MILES
 CN2607'EAST ALONG A GRAVELED ROAD, OR ABOUT 0.15 MILE SOUTH ALONG NORTH
 CN2607'WALNUT AVENUE FROM THE POST OFFICE AT DEMOPOLIS, THENCE 1.0 MILE WEST
 CN2607'ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM, THENCE 1.25 MILES WEST
 CN2607'ALONG A PAVED ROAD, THENCE 1.4 MILES WEST ALONG A GRAVELED ROAD TO THE
 CN2607'TOMBIGBEE RIVER, THENCE 0.15 MILE NORTH ACROSS THE RIVER, THENCE 0.1
 CN2607'MILE NORTHWEST ALONG A DIRT ROAD, IN SECTION 20, T 18 N, R 2 E, 0.1
 CN2607'MILE EAST AND ACROSS THE ROAD FROM A FARMHOUSE, 55 FEET NORTH OF THE
 CN2607'CENTERLINE OF THE ROAD, 59 1/2 FEET EAST OF THE EAST CORNER OF A
 CN2607'CONCRETE BLOCK BUILDING, 23 FEET NORTHEAST OF A 27-INCH PECAN TREE, 26
 CN2607'1/2 FEET NORTHWEST OF A CORNER FENCE POST, 1 1/2 FEET SOUTHWEST OF A
 CN2607'FENCE, 1.7 FEET NORTH OF A METAL WITNESS POST, ABOUT 4 FEET ABOVE THE
 CN2607'LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CN2607'PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1862 ***********************************************************************
 CN1862  DESIGNATION -  A 434
 CN1862  PID         -  CN1862
 CN1862  STATE/COUNTY-  AL/PERRY
 CN1862  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN1862
 CN1862                         *CURRENT SURVEY CONTROL
 CN1862  ___________________________________________________________________
 CN1862* NAD 83(1986)-  32 26 04.     (N)    087 29 51.     (W)     SCALED    
 CN1862* NAVD 88     -        82.496  (meters)     270.66   (feet)  ADJUSTED  
 CN1862  ___________________________________________________________________
 CN1862  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CN1862  DYNAMIC HT  -          82.401 (meters)     270.34  (feet)  COMP
 CN1862  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CN1862
 CN1862  VERT ORDER  -  FIRST     CLASS I
 CN1862
 CN1862.The horizontal coordinates were scaled from a topographic map and have
 CN1862.an estimated accuracy of +/- 6 seconds.
 CN1862
 CN1862.The orthometric height was determined by differential leveling
 CN1862.and adjusted by the National Geodetic Survey in June 1991..
 CN1862
 CN1862.The geoid height was determined by GEOID03.
 CN1862
 CN1862.The dynamic height is computed by dividing the NAVD 88
 CN1862.geopotential number by the normal gravity value computed on the
 CN1862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1862.degrees latitude (g = 980.6199 gals.).
 CN1862
 CN1862.The modeled gravity was interpolated from observed gravity values.
 CN1862
 CN1862;                    North         East    Units  Estimated Accuracy
 CN1862;SPC AL W     -   269,900.      600,240.      MT  (+/- 180 meters Scaled)
 CN1862
 CN1862                          SUPERSEDED SURVEY CONTROL
 CN1862
 CN1862  NGVD 29 (??/??/??)   82.480  (m)          270.60   (f) ADJUSTED    1 1
 CN1862
 CN1862.Superseded values are not recommended for survey control.
 CN1862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1862.See file dsdata.txt to determine how the superseded data were derived.
 CN1862
 CN1862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA532887(NAD 83)
 CN1862_MARKER: DB = BENCH MARK DISK
 CN1862_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1862_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1862_STAMPING: A 434 1968
 CN1862_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1862+STABILITY: SURFACE MOTION
 CN1862
 CN1862  HISTORY     - Date     Condition        Report By
 CN1862  HISTORY     - 1968     MONUMENTED       CGS
 CN1862
 CN1862                          STATION DESCRIPTION
 CN1862
 CN1862'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN1862'1.0 MI SE FROM UNIONTOWN.
 CN1862'1.0 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE SOUTHERN RAILWAY SYSTEM
 CN1862'STATION AT UNIONTOWN, IN SECTION 20, T 17 N, R 6 E, 46 FEET SOUTH OF
 CN1862'THE CENTER OF A JUNCTION OF THE PAVED ROAD AND A GRAVELED ROAD, 35
 CN1862'FEET SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, 33 FEET SOUTHEAST
 CN1862'OF THE CENTERLINE OF THE GRAVELED ROAD, 118 YARDS NORTH OF THE
 CN1862'NORTHEAST CORNER OF AN OPEN AIR HANGAR WHICH IS LOCATED AT THE
 CN1862'UNIONTOWN AIRPORT, 2 1/2 FEET NORTHWEST OF A POWER POLE WHICH BEARS A
 CN1862'TRANSFORMER, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 3 FEET
 CN1862'BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 CN1862'WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2823 ***********************************************************************
 CN2823  DESIGNATION -  A 435
 CN2823  PID         -  CN2823
 CN2823  STATE/COUNTY-  AL/DALLAS
 CN2823  USGS QUAD   -  SELMA (1977)
 CN2823
 CN2823                         *CURRENT SURVEY CONTROL
 CN2823  ___________________________________________________________________
 CN2823* NAD 83(1986)-  32 22 44.     (N)    087 00 35.     (W)     SCALED    
 CN2823* NAVD 88     -        37.100  (meters)     121.72   (feet)  ADJUSTED  
 CN2823  ___________________________________________________________________
 CN2823  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CN2823  DYNAMIC HT  -          37.058 (meters)     121.58  (feet)  COMP
 CN2823  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 CN2823
 CN2823  VERT ORDER  -  FIRST     CLASS I
 CN2823
 CN2823.The horizontal coordinates were scaled from a topographic map and have
 CN2823.an estimated accuracy of +/- 6 seconds.
 CN2823
 CN2823.The orthometric height was determined by differential leveling
 CN2823.and adjusted by the National Geodetic Survey in June 1991..
 CN2823
 CN2823.The geoid height was determined by GEOID03.
 CN2823
 CN2823.The dynamic height is computed by dividing the NAVD 88
 CN2823.geopotential number by the normal gravity value computed on the
 CN2823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2823.degrees latitude (g = 980.6199 gals.).
 CN2823
 CN2823.The modeled gravity was interpolated from observed gravity values.
 CN2823
 CN2823;                    North         East    Units  Estimated Accuracy
 CN2823;SPC AL W     -   263,840.      646,130.      MT  (+/- 180 meters Scaled)
 CN2823
 CN2823                          SUPERSEDED SURVEY CONTROL
 CN2823
 CN2823  NGVD 29 (??/??/??)   37.081  (m)          121.66   (f) ADJUSTED    1 1
 CN2823
 CN2823.Superseded values are not recommended for survey control.
 CN2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2823.See file dsdata.txt to determine how the superseded data were derived.
 CN2823
 CN2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA990824(NAD 83)
 CN2823_MARKER: DB = BENCH MARK DISK
 CN2823_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CN2823_SP_SET: BRIDGE ABUTMENT
 CN2823_STAMPING: A 435 1968
 CN2823_MARK LOGO: CGS   
 CN2823
 CN2823  HISTORY     - Date     Condition        Report By
 CN2823  HISTORY     - UNK      MONUMENTED
 CN2823  HISTORY     - 1981     GOOD             NGS
 CN2823
 CN2823                          STATION DESCRIPTION
 CN2823
 CN2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2823'2.7 KM (1.7 MI) SOUTH FROM SELMA.
 CN2823'2.7 KILOMETERS (1.7 MILES) SOUTH ALONG U.S. HIGHWAY 80 FROM THE SOUTH
 CN2823'END OF THE EDMUND PETTUS BRIDGE OVER THE ALABAMA RIVER AT SELMA, IN
 CN2823'THE EAST END OF THE NORTH CONCRETE ABUTMENT OF THE MORE EASTERLY ONE
 CN2823'OF TWO HIGHWAY BRIDGES, 5.79 METERS (19.0 FEET) EAST OF THE CENTER
 CN2823'LINE OF THE NORTHBOUND TRAFFIC LANE OF THE HIGHWAY.
 CN2823'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2495 ***********************************************************************
 BG2495  DESIGNATION -  A 436
 BG2495  PID         -  BG2495
 BG2495  STATE/COUNTY-  AL/BALDWIN
 BG2495  USGS QUAD   -  ELSANOR (1985)
 BG2495
 BG2495                         *CURRENT SURVEY CONTROL
 BG2495  ___________________________________________________________________
 BG2495* NAD 83(1986)-  30 32 32.     (N)    087 34 05.     (W)     SCALED    
 BG2495* NAVD 88     -        41.788  (meters)     137.10   (feet)  ADJUSTED  
 BG2495  ___________________________________________________________________
 BG2495  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BG2495  DYNAMIC HT  -          41.733 (meters)     136.92  (feet)  COMP
 BG2495  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 BG2495
 BG2495  VERT ORDER  -  FIRST     CLASS I
 BG2495
 BG2495.The horizontal coordinates were scaled from a topographic map and have
 BG2495.an estimated accuracy of +/- 6 seconds.
 BG2495
 BG2495.The orthometric height was determined by differential leveling
 BG2495.and adjusted by the National Geodetic Survey in June 1991..
 BG2495
 BG2495.The geoid height was determined by GEOID03.
 BG2495
 BG2495.The dynamic height is computed by dividing the NAVD 88
 BG2495.geopotential number by the normal gravity value computed on the
 BG2495.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2495.degrees latitude (g = 980.6199 gals.).
 BG2495
 BG2495.The modeled gravity was interpolated from observed gravity values.
 BG2495
 BG2495;                    North         East    Units  Estimated Accuracy
 BG2495;SPC AL W     -    60,110.      593,470.      MT  (+/- 180 meters Scaled)
 BG2495
 BG2495                          SUPERSEDED SURVEY CONTROL
 BG2495
 BG2495  NGVD 29 (??/??/??)   41.737  (m)          136.93   (f) ADJUSTED    1 1
 BG2495
 BG2495.Superseded values are not recommended for survey control.
 BG2495.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2495.See file dsdata.txt to determine how the superseded data were derived.
 BG2495
 BG2495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU455790(NAD 83)
 BG2495_MARKER: DB = BENCH MARK DISK
 BG2495_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2495_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2495_STAMPING: A 436 1968
 BG2495_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2495+STABILITY: SURFACE MOTION
 BG2495
 BG2495  HISTORY     - Date     Condition        Report By
 BG2495  HISTORY     - 1968     MONUMENTED       CGS
 BG2495  HISTORY     - 1987     GOOD             USPSQD
 BG2495  HISTORY     - 20030806 MARK NOT FOUND   USPSQD
 BG2495
 BG2495                          STATION DESCRIPTION
 BG2495
 BG2495'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG2495'9.4 MI SE FROM ROBERTSDALE.
 BG2495'9.45 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE
 BG2495'AND NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, 2.45 MILES WEST
 BG2495'OF SEMINOLE FIRE LOOKOUT TOWER, 0.25 MILE WEST OF A DIRT CROSS
 BG2495'ROAD, 123.4 FEET WEST OF THE SOUTHWEST CORNER OF A STORE BUILDING,
 BG2495'43.5 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET
 BG2495'EAST NORTHEAST OF THE WEST CORNER OF A FENCE LINE, 1.0 FOOT
 BG2495'NORTHWEST OF THE FENCE, 3.0 FEET EAST NORTHEAST OF A METAL WITNESS
 BG2495'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 BG2495'CONCRETE POST PROJECTING 2-INCHES ABOVE THE GROUND.  IN SECT 9,
 BG2495'T 6 S, R 5 E
 BG2495
 BG2495                          STATION RECOVERY (1987)
 BG2495
 BG2495'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2495'RECOVERED IN GOOD CONDITION.
 BG2495
 BG2495                          STATION RECOVERY (2003)
 BG2495
 BG2495'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2495'THE WITNESS POST AND SIGN FOUND. THE MARKER MAY HAVE BEEN DESTROYED BY
 BG2495'A FARMER TILLING THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2528 ***********************************************************************
 BG2528  DESIGNATION -  A 437
 BG2528  PID         -  BG2528
 BG2528  STATE/COUNTY-  AL/BALDWIN
 BG2528  USGS QUAD   -  SILVERHILL (1967)
 BG2528
 BG2528                         *CURRENT SURVEY CONTROL
 BG2528  ___________________________________________________________________
 BG2528* NAD 83(1986)-  30 37 27.     (N)    087 45 01.     (W)     SCALED    
 BG2528* NAVD 88     -        52.211  (meters)     171.30   (feet)  ADJUSTED  
 BG2528  ___________________________________________________________________
 BG2528  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BG2528  DYNAMIC HT  -          52.143 (meters)     171.07  (feet)  COMP
 BG2528  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BG2528
 BG2528  VERT ORDER  -  FIRST     CLASS I
 BG2528
 BG2528.The horizontal coordinates were scaled from a topographic map and have
 BG2528.an estimated accuracy of +/- 6 seconds.
 BG2528
 BG2528.The orthometric height was determined by differential leveling
 BG2528.and adjusted by the National Geodetic Survey in June 1991..
 BG2528
 BG2528.The geoid height was determined by GEOID03.
 BG2528
 BG2528.The dynamic height is computed by dividing the NAVD 88
 BG2528.geopotential number by the normal gravity value computed on the
 BG2528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2528.degrees latitude (g = 980.6199 gals.).
 BG2528
 BG2528.The modeled gravity was interpolated from observed gravity values.
 BG2528
 BG2528;                    North         East    Units  Estimated Accuracy
 BG2528;SPC AL W     -    69,220.      576,010.      MT  (+/- 180 meters Scaled)
 BG2528
 BG2528                          SUPERSEDED SURVEY CONTROL
 BG2528
 BG2528  NGVD 29 (??/??/??)   52.162  (m)          171.13   (f) ADJUSTED    1 1
 BG2528
 BG2528.Superseded values are not recommended for survey control.
 BG2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2528.See file dsdata.txt to determine how the superseded data were derived.
 BG2528
 BG2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU280881(NAD 83)
 BG2528_MARKER: DB = BENCH MARK DISK
 BG2528_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG2528_SP_SET: 56.5 FEET
 BG2528_STAMPING: A 437 1968
 BG2528_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2528_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2528+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 BG2528
 BG2528  HISTORY     - Date     Condition        Report By
 BG2528  HISTORY     - 1968     MONUMENTED       CGS
 BG2528  HISTORY     - 1985     GOOD             USPSQD
 BG2528  HISTORY     - 1987     GOOD             USPSQD
 BG2528  HISTORY     - 20030422 GOOD             USPSQD
 BG2528  HISTORY     - 20040429 GOOD             USPSQD
 BG2528  HISTORY     - 20050721 GOOD             USPSQD
 BG2528
 BG2528                          STATION DESCRIPTION
 BG2528
 BG2528'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG2528'AT LOXLEY.
 BG2528'AT LOXLEY, ABOUT 0.15 MILE EAST ALONG CHICAGO AVENUE FROM THE
 BG2528'INTERSECTION OF U.S. HIGHWAY 90, IN SECTION 10, R 3 E, T 5 S,
 BG2528'213 FEET SOUTHWEST OF THE CENTER OF THE OFFSET INTERSECTION OF
 BG2528'CHICAGO AVENUE AND HOLLY STREET, 28 FEET WEST OF THE CENTER
 BG2528'LINE OF HOLLY STREET, 13.6 FEET SOUTH OF THE NORTHEAST CORNER
 BG2528'OF CHAIN LINK FENCE AROUND THE CITY WATER PLANT AND ELEVATED
 BG2528'WATER TOWER, 4.3 FEET NORTH OF THE NORTH EDGE OF CONCRETE WALK
 BG2528'LEADING TO WATER PLANT, 0.4 FOOT EAST OF A METAL WITNESS POST
 BG2528'AND FENCE, ABOUT LEVEL WITH THE STREET AND IS A DISK ON THE TOP
 BG2528'OF A COPPER COATED STEEL ROD 0.1 FOOT BELOW THE LEVEL OF THE
 BG2528'GROUND AND PROTECTED BY A 5-INCH METAL PIPE FLUSH WITH THE
 BG2528'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 56.5 FEET.
 BG2528
 BG2528                          STATION RECOVERY (1985)
 BG2528
 BG2528'RECOVERY NOTE BY US POWER SQUADRON 1985
 BG2528'RECOVERED IN GOOD CONDITION.
 BG2528
 BG2528                          STATION RECOVERY (1987)
 BG2528
 BG2528'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2528'RECOVERED IN GOOD CONDITION.
 BG2528
 BG2528                          STATION RECOVERY (2003)
 BG2528
 BG2528'RECOVERY NOTE BY US POWER SQUADRON 2003 (ILR)
 BG2528'RECOVERED IN GOOD CONDITION.
 BG2528
 BG2528                          STATION RECOVERY (2004)
 BG2528
 BG2528'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG2528'RECOVERED IN GOOD CONDITION.
 BG2528
 BG2528                          STATION RECOVERY (2005)
 BG2528
 BG2528'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG2528'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0135 ***********************************************************************
 BH0135  DESIGNATION -  A 438
 BH0135  PID         -  BH0135
 BH0135  STATE/COUNTY-  AL/MOBILE
 BH0135  USGS QUAD   -  THEODORE (1982)
 BH0135
 BH0135                         *CURRENT SURVEY CONTROL
 BH0135  ___________________________________________________________________
 BH0135* NAD 83(1986)-  30 34 28.     (N)    088 09 20.     (W)     SCALED    
 BH0135* NAVD 88     -         8.961  (meters)      29.40   (feet)  ADJUSTED  
 BH0135  ___________________________________________________________________
 BH0135  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH0135  DYNAMIC HT  -           8.949 (meters)      29.36  (feet)  COMP
 BH0135  MODELED GRAV-     979,326.9   (mgal)                       NAVD 88
 BH0135
 BH0135  VERT ORDER  -  FIRST     CLASS I
 BH0135
 BH0135.The horizontal coordinates were scaled from a topographic map and have
 BH0135.an estimated accuracy of +/- 6 seconds.
 BH0135
 BH0135.The orthometric height was determined by differential leveling
 BH0135.and adjusted by the National Geodetic Survey in June 1991..
 BH0135
 BH0135.The geoid height was determined by GEOID03.
 BH0135
 BH0135.The dynamic height is computed by dividing the NAVD 88
 BH0135.geopotential number by the normal gravity value computed on the
 BH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0135.degrees latitude (g = 980.6199 gals.).
 BH0135
 BH0135.The modeled gravity was interpolated from observed gravity values.
 BH0135
 BH0135;                    North         East    Units  Estimated Accuracy
 BH0135;SPC AL W     -    63,860.      537,120.      MT  (+/- 180 meters Scaled)
 BH0135
 BH0135                          SUPERSEDED SURVEY CONTROL
 BH0135
 BH0135  NGVD 29 (??/??/??)    8.917  (m)           29.26   (f) ADJUSTED    1 1
 BH0135
 BH0135.Superseded values are not recommended for survey control.
 BH0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0135.See file dsdata.txt to determine how the superseded data were derived.
 BH0135
 BH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU891830(NAD 83)
 BH0135_MARKER: DB = BENCH MARK DISK
 BH0135_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0135_SP_SET: 64 FT
 BH0135_STAMPING: A 438 1968
 BH0135_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0135
 BH0135  HISTORY     - Date     Condition        Report By
 BH0135  HISTORY     - 1968     MONUMENTED       CGS
 BH0135
 BH0135                          STATION DESCRIPTION
 BH0135
 BH0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0135'2.4 MI NE FROM THEODORE.
 BH0135'ABOUT 2.4 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0135'FROM THE BLACK TOP ROAD CROSSING LEADING TO THE ALABAMA PORT AT
 BH0135'THEODORE, IN SECTION 35, R 2 W, T 5 S, ABOUT 0.4 MILE NORTHEAST OF
 BH0135'MILEPOST 678, 91 1/2 FEET WEST OF THE CENTER OF A BLACK TOP ROAD
 BH0135'CROSSING, 53 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 39.5 FEET
 BH0135'NORTHWEST OF THE NORTHWEST RAIL, 2 1/2 FEET NORTHEAST OF THE CENTER
 BH0135'LEG OF A THREE POLE TELEGRAPH LINE TOWER, 0.5 FOOT SOUTHEAST OF A
 BH0135'METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK
 BH0135'ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 4 INCHES ABOVE THE
 BH0135'LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH
 BH0135'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN
 BH0135'TO A DEPTH OF 64 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0781 ***********************************************************************
 CM0781  DESIGNATION -  A 441
 CM0781  PID         -  CM0781
 CM0781  STATE/COUNTY-  AL/RUSSELL
 CM0781  USGS QUAD   -  SMITHS STATION (1983)
 CM0781
 CM0781                         *CURRENT SURVEY CONTROL
 CM0781  ___________________________________________________________________
 CM0781* NAD 83(1986)-  32 30 04.     (N)    085 03 20.     (W)     SCALED    
 CM0781* NAVD 88     -       116.438  (meters)     382.01   (feet)  ADJUSTED  
 CM0781  ___________________________________________________________________
 CM0781  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CM0781  DYNAMIC HT  -         116.304 (meters)     381.57  (feet)  COMP
 CM0781  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CM0781
 CM0781  VERT ORDER  -  FIRST     CLASS I
 CM0781
 CM0781.The horizontal coordinates were scaled from a topographic map and have
 CM0781.an estimated accuracy of +/- 6 seconds.
 CM0781
 CM0781.The orthometric height was determined by differential leveling
 CM0781.and adjusted by the National Geodetic Survey in June 1991..
 CM0781
 CM0781.The geoid height was determined by GEOID03.
 CM0781
 CM0781.The dynamic height is computed by dividing the NAVD 88
 CM0781.geopotential number by the normal gravity value computed on the
 CM0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0781.degrees latitude (g = 980.6199 gals.).
 CM0781
 CM0781.The modeled gravity was interpolated from observed gravity values.
 CM0781
 CM0781;                    North         East    Units  Estimated Accuracy
 CM0781;SPC AL E     -   222,140.      273,090.      MT  (+/- 180 meters Scaled)
 CM0781
 CM0781                          SUPERSEDED SURVEY CONTROL
 CM0781
 CM0781  NGVD 29 (??/??/92)  116.452  (m)          382.06   (f) ADJ UNCH    1 1
 CM0781
 CM0781.Superseded values are not recommended for survey control.
 CM0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0781.See file dsdata.txt to determine how the superseded data were derived.
 CM0781
 CM0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA826976(NAD 83)
 CM0781_MARKER: DB = BENCH MARK DISK
 CM0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0781_STAMPING: A 441 1968
 CM0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0781+STABILITY: SURFACE MOTION
 CM0781
 CM0781  HISTORY     - Date     Condition        Report By
 CM0781  HISTORY     - 1968     MONUMENTED       CGS
 CM0781
 CM0781                          STATION DESCRIPTION
 CM0781
 CM0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM0781'3.2 MI NW FROM PHENIX CITY.
 CM0781'ABOUT 3.2 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0781'THE STATION AT PHENIX CITY, ABOUT 0.2 MILE NORTHWEST OF MILEPOST
 CM0781'396, 64 FEET NORTH OF THE CENTER OF A GRADED ROAD CROSSING,
 CM0781'53 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 24.7 FEET
 CM0781'NORTHEAST OF THE NORTHEAST RAIL, 2 1/2 FEET SOUTHEAST OF A
 CM0781'TELEGRAPH POLE AND IN LINE WITH THE POLES, 1.4 FEET NORTHWEST OF A
 CM0781'METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK
 CM0781'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE
 CM0781'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1136 ***********************************************************************
 BV1136  DESIGNATION -  A 443
 BV1136  PID         -  BV1136
 BV1136  STATE/COUNTY-  AL/WASHINGTON
 BV1136  USGS QUAD   -  STATE LINE (1981)
 BV1136
 BV1136                         *CURRENT SURVEY CONTROL
 BV1136  ___________________________________________________________________
 BV1136* NAD 83(1986)-  31 25 17.     (N)    088 26 25.     (W)     SCALED    
 BV1136* NAVD 88     -        76.948  (meters)     252.45   (feet)  ADJUSTED  
 BV1136  ___________________________________________________________________
 BV1136  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BV1136  DYNAMIC HT  -          76.854 (meters)     252.15  (feet)  COMP
 BV1136  MODELED GRAV-     979,423.8   (mgal)                       NAVD 88
 BV1136
 BV1136  VERT ORDER  -  FIRST     CLASS II
 BV1136
 BV1136.The horizontal coordinates were scaled from a topographic map and have
 BV1136.an estimated accuracy of +/- 6 seconds.
 BV1136
 BV1136.The orthometric height was determined by differential leveling
 BV1136.and adjusted by the National Geodetic Survey in June 1991..
 BV1136
 BV1136.The geoid height was determined by GEOID03.
 BV1136
 BV1136.The dynamic height is computed by dividing the NAVD 88
 BV1136.geopotential number by the normal gravity value computed on the
 BV1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1136.degrees latitude (g = 980.6199 gals.).
 BV1136
 BV1136.The modeled gravity was interpolated from observed gravity values.
 BV1136
 BV1136;                    North         East    Units  Estimated Accuracy
 BV1136;SPC AL W     -   157,950.      510,600.      MT  (+/- 180 meters Scaled)
 BV1136
 BV1136                          SUPERSEDED SURVEY CONTROL
 BV1136
 BV1136  NGVD 29 (??/??/??)   76.918  (m)          252.36   (f) ADJUSTED    1 2
 BV1136
 BV1136.Superseded values are not recommended for survey control.
 BV1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1136.See file dsdata.txt to determine how the superseded data were derived.
 BV1136
 BV1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV631772(NAD 83)
 BV1136_MARKER: DB = BENCH MARK DISK
 BV1136_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1136_SP_SET: STAINLESS STEEL ROD
 BV1136_STAMPING: A 443 1980
 BV1136_PROJECTION: RECESSED 5 CENTIMETERS
 BV1136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1136_ROD/PIPE-DEPTH: 6.1  meters
 BV1136
 BV1136  HISTORY     - Date     Condition        Report By
 BV1136  HISTORY     - 1980     MONUMENTED       NGS
 BV1136
 BV1136                          STATION DESCRIPTION
 BV1136
 BV1136'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1136'5.47 KM SE FROM STATE LINE.
 BV1136'2.17 KILOMETERS (1.35 MILES) NORTHEAST ALONG STATE ROUTE 42
 BV1136'FROM THE JUNCTION OF MAIN STREET IN STATE LINE, THENCE 3.3
 BV1136'KILOMETERS (2.05 MILES) SOUTHEAST ALONG U.S. ROUTE 45, AT THE
 BV1136'JUNCTION OF A TRAIL ROAD LEADING INTO THE WOODS, AT A CUT
 BV1136'BANK FOR THE HIGHWAY, 17.2 METERS (56.5 FEET) NORTHEAST OF THE
 BV1136'CENTER LINE OF THE HIGHWAY, 40 METERS (130 FEET) SOUTHEAST
 BV1136'OF THE CENTER OF THE TRAIL ROAD, 3 METERS (10 FEET) NORTHEAST
 BV1136'OF THE CUT BANK, 1.3 METERS (4.3 FEET) SOUTHEAST OF A POWER
 BV1136'POLE WITH A GUY WIRE.
 BV1136'THE MARK IS 0.3 METERS  NW FROM A WITNESS POST.
 BV1136'THE MARK IS 1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1168 ***********************************************************************
 BV1168  DESIGNATION -  A 444
 BV1168  PID         -  BV1168
 BV1168  STATE/COUNTY-  AL/MOBILE
 BV1168  USGS QUAD   -  CITRONELLE EAST (1982)
 BV1168
 BV1168                         *CURRENT SURVEY CONTROL
 BV1168  ___________________________________________________________________
 BV1168* NAD 83(1986)-  31 05 37.     (N)    088 14 16.     (W)     SCALED    
 BV1168* NAVD 88     -       103.196  (meters)     338.57   (feet)  ADJUSTED  
 BV1168  ___________________________________________________________________
 BV1168  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BV1168  DYNAMIC HT  -         103.065 (meters)     338.14  (feet)  COMP
 BV1168  MODELED GRAV-     979,366.6   (mgal)                       NAVD 88
 BV1168
 BV1168  VERT ORDER  -  FIRST     CLASS II
 BV1168
 BV1168.The horizontal coordinates were scaled from a topographic map and have
 BV1168.an estimated accuracy of +/- 6 seconds.
 BV1168
 BV1168.The orthometric height was determined by differential leveling
 BV1168.and adjusted by the National Geodetic Survey in June 1991..
 BV1168
 BV1168.The geoid height was determined by GEOID03.
 BV1168
 BV1168.The dynamic height is computed by dividing the NAVD 88
 BV1168.geopotential number by the normal gravity value computed on the
 BV1168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1168.degrees latitude (g = 980.6199 gals.).
 BV1168
 BV1168.The modeled gravity was interpolated from observed gravity values.
 BV1168
 BV1168;                    North         East    Units  Estimated Accuracy
 BV1168;SPC AL W     -   121,470.      529,610.      MT  (+/- 180 meters Scaled)
 BV1168
 BV1168                          SUPERSEDED SURVEY CONTROL
 BV1168
 BV1168  NGVD 29 (??/??/??)  103.160  (m)          338.45   (f) ADJUSTED    1 2
 BV1168
 BV1168.Superseded values are not recommended for survey control.
 BV1168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1168.See file dsdata.txt to determine how the superseded data were derived.
 BV1168
 BV1168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV819406(NAD 83)
 BV1168_MARKER: I = METAL ROD
 BV1168_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1168_SP_SET: STAINLESS STEEL ROD
 BV1168_STAMPING: A 444 1980
 BV1168_PROJECTION: RECESSED 8 CENTIMETERS
 BV1168_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1168_ROD/PIPE-DEPTH: 6.1  meters
 BV1168
 BV1168  HISTORY     - Date     Condition        Report By
 BV1168  HISTORY     - 1980     MONUMENTED       NGS
 BV1168
 BV1168                          STATION DESCRIPTION
 BV1168
 BV1168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1168'IN CITRONELLE.
 BV1168'IN CITRONELLE, 0.2 KILOMETERS (0.13 MILE) SOUTHEAST ALONG U.S. HIGHWAY
 BV1168'45 FROM THE FIRST BAPTIST CHURCH AT THE JUNCTION OF COUNTY ROUTE 96,
 BV1168'AT THE MAINTENANCE BUILDING (A CORRUGATED STEEL BUILDING) FOR
 BV1168'CITRONELLE HIGH SCHOOL, 23.5 METERS (78.4 FEET) EAST OF THE CENTER
 BV1168'LINE OF THE HIGHWAY, 0.5 METERS (1.7 FEET) SOUTHWEST OF THE SOUTHWEST
 BV1168'CORNER OF THE BUILDING.
 BV1168'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BV1168'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1575 ***********************************************************************
 BH1575  DESIGNATION -  A 445
 BH1575  PID         -  BH1575
 BH1575  STATE/COUNTY-  AL/MOBILE
 BH1575  USGS QUAD   -  MOBILE (1982)
 BH1575
 BH1575                         *CURRENT SURVEY CONTROL
 BH1575  ___________________________________________________________________
 BH1575* NAD 83(1986)-  30 43 19.     (N)    088 05 19.     (W)     SCALED    
 BH1575* NAVD 88     -         8.833  (meters)      28.98   (feet)  ADJUSTED  
 BH1575  ___________________________________________________________________
 BH1575  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH1575  DYNAMIC HT  -           8.821 (meters)      28.94  (feet)  COMP
 BH1575  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 BH1575
 BH1575  VERT ORDER  -  FIRST     CLASS II
 BH1575
 BH1575.The horizontal coordinates were scaled from a topographic map and have
 BH1575.an estimated accuracy of +/- 6 seconds.
 BH1575
 BH1575.The orthometric height was determined by differential leveling
 BH1575.and adjusted by the National Geodetic Survey in June 1991..
 BH1575
 BH1575.The geoid height was determined by GEOID03.
 BH1575
 BH1575.The dynamic height is computed by dividing the NAVD 88
 BH1575.geopotential number by the normal gravity value computed on the
 BH1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1575.degrees latitude (g = 980.6199 gals.).
 BH1575
 BH1575.The modeled gravity was interpolated from observed gravity values.
 BH1575
 BH1575;                    North         East    Units  Estimated Accuracy
 BH1575;SPC AL W     -    80,180.      543,630.      MT  (+/- 180 meters Scaled)
 BH1575
 BH1575                          SUPERSEDED SURVEY CONTROL
 BH1575
 BH1575  NGVD 29 (??/??/??)    8.790  (m)           28.84   (f) ADJUSTED    1 2
 BH1575
 BH1575.Superseded values are not recommended for survey control.
 BH1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1575.See file dsdata.txt to determine how the superseded data were derived.
 BH1575
 BH1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU957992(NAD 83)
 BH1575_MARKER: I = METAL ROD
 BH1575_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BH1575_SP_SET: STAINLESS STEEL ROD
 BH1575_STAMPING: A 445 1980
 BH1575_PROJECTION: RECESSED 8 CENTIMETERS
 BH1575_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1575+STABILITY: POSITION/ELEVATION WELL
 BH1575_ROD/PIPE-DEPTH: 6.1  meters
 BH1575
 BH1575  HISTORY     - Date     Condition        Report By
 BH1575  HISTORY     - 1980     MONUMENTED       NGS
 BH1575
 BH1575                          STATION DESCRIPTION
 BH1575
 BH1575'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BH1575'2.7 KM SE FROM WHISTLER.
 BH1575'2.7 KILOMETERS (1.7 MILES) SOUTHEAST ALONG U.S. HIGHWAY 45 FOR THE
 BH1575'SOUTHEAST END OF THE OVERPASS OVER I 65 IN WHISTLER, NORTHEAST AND
 BH1575'ACROSS THE HIGHWAY FROM THE JUNCTION OF STRANGE STREET, AT THE
 BH1575'MEMORIAL PRESBYTERIAN CHURCH, 14 METERS (46 FEET) NORTHEAST OF THE
 BH1575'CENTER LINE OF THE HIGHWAY, 12.4 METERS (40.7 FEET) WEST-NORTHWEST OF
 BH1575'THE WEST CORNER OF THE CHURCH, 6.3 METERS (20.7 FEET) NORTHEAST OF A
 BH1575'POWER POLE WITH LINES CROSSING OVER THE HIGHWAY AND ONE GUY WIRE,
 BH1575'0.3 METER (1 FOOT) SOUTHWEST OF THE WEST CORNER OF A CHAIN LINK FENCE
 BH1575'AROUND THE CHURCH.
 BH1575'THE MARK IS 1.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2257 ***********************************************************************
 DH2257  DESIGNATION -  A 446
 DH2257  PID         -  DH2257
 DH2257  STATE/COUNTY-  AL/JEFFERSON
 DH2257  USGS QUAD   -  IRONDALE (1978)
 DH2257
 DH2257                         *CURRENT SURVEY CONTROL
 DH2257  ___________________________________________________________________
 DH2257* NAD 83(1986)-  33 32 20.     (N)    086 42 51.     (W)     SCALED    
 DH2257* NAVD 88     -       241.402  (meters)     792.00   (feet)  ADJUSTED  
 DH2257  ___________________________________________________________________
 DH2257  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH2257  DYNAMIC HT  -         241.132 (meters)     791.11  (feet)  COMP
 DH2257  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 DH2257
 DH2257  VERT ORDER  -  FIRST     CLASS II
 DH2257
 DH2257.The horizontal coordinates were scaled from a topographic map and have
 DH2257.an estimated accuracy of +/- 6 seconds.
 DH2257
 DH2257.The orthometric height was determined by differential leveling
 DH2257.and adjusted by the National Geodetic Survey in June 1991..
 DH2257
 DH2257.The geoid height was determined by GEOID03.
 DH2257
 DH2257.The dynamic height is computed by dividing the NAVD 88
 DH2257.geopotential number by the normal gravity value computed on the
 DH2257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2257.degrees latitude (g = 980.6199 gals.).
 DH2257
 DH2257.The modeled gravity was interpolated from observed gravity values.
 DH2257
 DH2257;                    North         East    Units  Estimated Accuracy
 DH2257;SPC AL W     -   392,650.      672,990.      MT  (+/- 180 meters Scaled)
 DH2257
 DH2257                          SUPERSEDED SURVEY CONTROL
 DH2257
 DH2257.No superseded survey control is available for this station.
 DH2257
 DH2257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC265110(NAD 83)
 DH2257_MARKER: I = METAL ROD
 DH2257_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2257_SP_SET: STAINLESS STEEL ROD
 DH2257_STAMPING: A 446 1980
 DH2257_MARK LOGO: NGS   
 DH2257_PROJECTION: FLUSH
 DH2257_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2257+STABILITY: POSITION/ELEVATION WELL
 DH2257_ROD/PIPE-DEPTH: 6.1  meters
 DH2257
 DH2257  HISTORY     - Date     Condition        Report By
 DH2257  HISTORY     - 1980     MONUMENTED       NGS
 DH2257
 DH2257                          STATION DESCRIPTION
 DH2257
 DH2257'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2257'IN IRONDALE.
 DH2257'IN IRONDALE, SET SOUTH-SOUTHEAST OF GEORGIA ROAD NEAR THE INTERSECTION
 DH2257'OF RUFFNER ROAD AT THE NORTH CORNER OF THE ELLARD CONTRACTING
 DH2257'COMPANY, 28.35 METERS (93.0 FEET) SOUTH-SOUTHEAST OF THE CENTER LINE
 DH2257'OF GEORGIA ROAD, 9.6 METERS (31.5 FEET) NORTHEAST OF A 6-FOOT CHAIN
 DH2257'LINK FENCE CORNER, 2.45 METERS (8.0 FEET) SOUTH-SOUTHEAST OF THE
 DH2257'SOUTH-SOUTHEAST EDGE OF THE PARKING LOT, AND 0.55 METER (1.8 FEET)
 DH2257'WEST-SOUTHWEST OF THE NORTH CORNER OF THE BUILDING.
 DH2257'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2282 ***********************************************************************
 DH2282  DESIGNATION -  A 447
 DH2282  PID         -  DH2282
 DH2282  STATE/COUNTY-  AL/ST CLAIR
 DH2282  USGS QUAD   -  ODENVILLE (1972)
 DH2282
 DH2282                         *CURRENT SURVEY CONTROL
 DH2282  ___________________________________________________________________
 DH2282* NAD 83(1986)-  33 38 14.     (N)    086 26 49.     (W)     SCALED    
 DH2282* NAVD 88     -       220.896  (meters)     724.72   (feet)  ADJUSTED  
 DH2282  ___________________________________________________________________
 DH2282  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH2282  DYNAMIC HT  -         220.653 (meters)     723.93  (feet)  COMP
 DH2282  MODELED GRAV-     979,531.8   (mgal)                       NAVD 88
 DH2282
 DH2282  VERT ORDER  -  FIRST     CLASS II
 DH2282
 DH2282.The horizontal coordinates were scaled from a topographic map and have
 DH2282.an estimated accuracy of +/- 6 seconds.
 DH2282
 DH2282.The orthometric height was determined by differential leveling
 DH2282.and adjusted by the National Geodetic Survey in June 1991..
 DH2282
 DH2282.The geoid height was determined by GEOID03.
 DH2282
 DH2282.The dynamic height is computed by dividing the NAVD 88
 DH2282.geopotential number by the normal gravity value computed on the
 DH2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2282.degrees latitude (g = 980.6199 gals.).
 DH2282
 DH2282.The modeled gravity was interpolated from observed gravity values.
 DH2282
 DH2282;                    North         East    Units  Estimated Accuracy
 DH2282;SPC AL E     -   348,040.      143,070.      MT  (+/- 180 meters Scaled)
 DH2282
 DH2282                          SUPERSEDED SURVEY CONTROL
 DH2282
 DH2282.No superseded survey control is available for this station.
 DH2282
 DH2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC512220(NAD 83)
 DH2282_MARKER: I = METAL ROD
 DH2282_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2282+WITH SETTING: INFORMATION.
 DH2282_SP_SET: SHALLOW SET METAL ROD
 DH2282_STAMPING: A 447 1980
 DH2282_MARK LOGO: NGS   
 DH2282_PROJECTION: FLUSH
 DH2282_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2282_ROD/PIPE-DEPTH: 2.4  meters
 DH2282
 DH2282  HISTORY     - Date     Condition        Report By
 DH2282  HISTORY     - 1980     MONUMENTED       NGS
 DH2282
 DH2282                          STATION DESCRIPTION
 DH2282
 DH2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2282'7.5 KM (4.65 MI) NE FROM MOODY.
 DH2282'7.5 KILOMETERS (4.65 MILES) NORTHEAST ALONG U.S. HIGHWAY 411 FROM THE
 DH2282'JUNCTION OF COUNTY ROAD 10 IN THE SMALL TOWN OF MOODY, 2.7 KILOMETERS
 DH2282'(1.7 MILES) SOUTHWEST ALONG U.S. HIGHWAY 411 FROM THE JUNCTION OF
 DH2282'BLAIRS FARM ROAD IN THE SMALL TOWN OF BRANCHVILLE, SET ON THE
 DH2282'NORTHWEST SIDE OF THE HIGHWAY NEAR UTILITY POLE NUMBER 2000 228 AT
 DH2282'THE EBENEZER UNITED METHODIST CHURCH, 14.47 METERS (47.5 FEET)
 DH2282'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 1.38 METERS (4.5
 DH2282'FEET) NORTHEAST OF UTILITY POLE NUMBER 2000 228.  NOTE-SEVERAL ATTEMPT
 DH2282'WERE MADE TO DRIVE THE ROD, THE ROD WAS DRIVEN TO REFUSAL AT THE
 DH2282'DEPTH OF 2.4 METERS.
 DH2282'THE MARK IS 0.7 METERS  SW FROM A WITNESS POST.
 DH2282'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2306 ***********************************************************************
 DH2306  DESIGNATION -  A 448
 DH2306  PID         -  DH2306
 DH2306  STATE/COUNTY-  AL/ST CLAIR
 DH2306  USGS QUAD   -  RAGLAND (1972)
 DH2306
 DH2306                         *CURRENT SURVEY CONTROL
 DH2306  ___________________________________________________________________
 DH2306* NAD 83(1986)-  33 44 33.     (N)    086 09 07.     (W)     SCALED    
 DH2306* NAVD 88     -       155.235  (meters)     509.30   (feet)  ADJUSTED  
 DH2306  ___________________________________________________________________
 DH2306  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH2306  DYNAMIC HT  -         155.069 (meters)     508.76  (feet)  COMP
 DH2306  MODELED GRAV-     979,563.1   (mgal)                       NAVD 88
 DH2306
 DH2306  VERT ORDER  -  FIRST     CLASS II
 DH2306
 DH2306.The horizontal coordinates were scaled from a topographic map and have
 DH2306.an estimated accuracy of +/- 6 seconds.
 DH2306
 DH2306.The orthometric height was determined by differential leveling
 DH2306.and adjusted by the National Geodetic Survey in June 1991..
 DH2306
 DH2306.The geoid height was determined by GEOID03.
 DH2306
 DH2306.The dynamic height is computed by dividing the NAVD 88
 DH2306.geopotential number by the normal gravity value computed on the
 DH2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2306.degrees latitude (g = 980.6199 gals.).
 DH2306
 DH2306.The modeled gravity was interpolated from observed gravity values.
 DH2306
 DH2306;                    North         East    Units  Estimated Accuracy
 DH2306;SPC AL E     -   359,590.      170,480.      MT  (+/- 180 meters Scaled)
 DH2306
 DH2306                          SUPERSEDED SURVEY CONTROL
 DH2306
 DH2306.No superseded survey control is available for this station.
 DH2306
 DH2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC785339(NAD 83)
 DH2306_MARKER: I = METAL ROD
 DH2306_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2306+WITH SETTING: INFORMATION.
 DH2306_SP_SET: SHALLOW SET METAL ROD
 DH2306_STAMPING: A 448 1980
 DH2306_MARK LOGO: NGS   
 DH2306_PROJECTION: FLUSH
 DH2306_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2306_ROD/PIPE-DEPTH: 2.4  meters
 DH2306
 DH2306  HISTORY     - Date     Condition        Report By
 DH2306  HISTORY     - 1980     MONUMENTED       NGS
 DH2306
 DH2306                          STATION DESCRIPTION
 DH2306
 DH2306'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2306'IN RAGLAND.
 DH2306'IN RAGLAND, SET NEAR THE FLAGPOLE OF THE RAGLAND ELEMENTARY AND HIGH
 DH2306'SCHOOL, 26.83 METERS (88.0 FEET) SOUTH OF THE CENTER LINE OF COUNTY
 DH2306'ROAD 26, 11.59 METERS (38.0 FEET) WEST OF THE CENTER OF THE EXIT
 DH2306'DRIVEWAY OF THE SCHOOL, AND 0.49 METERS (1.6 FEET) NORTH OF THE NORTH
 DH2306'CORNER OF THE BASE OF THE FLAGPOLE.  NOTE-SEVERAL ATTEMPTS WERE MADE
 DH2306'TO DRIVE THE ROD, THE ROD WAS DRIVEN TO REFUSAL AT 2.4 METERS.
 DH2306'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2472 ***********************************************************************
 DG2472  DESIGNATION -  A 449
 DG2472  PID         -  DG2472
 DG2472  STATE/COUNTY-  AL/CHEROKEE
 DG2472  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG2472
 DG2472                         *CURRENT SURVEY CONTROL
 DG2472  ___________________________________________________________________
 DG2472* NAD 83(1986)-  33 57 42.     (N)    085 24 52.     (W)     SCALED    
 DG2472* NAVD 88     -       302.083  (meters)     991.08   (feet)  ADJUSTED  
 DG2472  ___________________________________________________________________
 DG2472  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG2472  DYNAMIC HT  -         301.763 (meters)     990.03  (feet)  COMP
 DG2472  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DG2472
 DG2472  VERT ORDER  -  FIRST     CLASS II
 DG2472
 DG2472.The horizontal coordinates were scaled from a topographic map and have
 DG2472.an estimated accuracy of +/- 6 seconds.
 DG2472
 DG2472.The orthometric height was determined by differential leveling
 DG2472.and adjusted by the National Geodetic Survey in June 1991..
 DG2472
 DG2472.The geoid height was determined by GEOID03.
 DG2472
 DG2472.The dynamic height is computed by dividing the NAVD 88
 DG2472.geopotential number by the normal gravity value computed on the
 DG2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2472.degrees latitude (g = 980.6199 gals.).
 DG2472
 DG2472.The modeled gravity was interpolated from observed gravity values.
 DG2472
 DG2472;                    North         East    Units  Estimated Accuracy
 DG2472;SPC AL E     -   383,930.      238,720.      MT  (+/- 180 meters Scaled)
 DG2472
 DG2472                          SUPERSEDED SURVEY CONTROL
 DG2472
 DG2472.No superseded survey control is available for this station.
 DG2472
 DG2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC464590(NAD 83)
 DG2472_MARKER: I = METAL ROD
 DG2472_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG2472_SP_SET: STAINLESS STEEL ROD
 DG2472_STAMPING: A 449 1980
 DG2472_MARK LOGO: NGS   
 DG2472_PROJECTION: RECESSED 1 CENTIMETERS
 DG2472_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG2472+STABILITY: POSITION/ELEVATION WELL
 DG2472_ROD/PIPE-DEPTH: 6.09 meters
 DG2472
 DG2472  HISTORY     - Date     Condition        Report By
 DG2472  HISTORY     - 1980     MONUMENTED       NGS
 DG2472
 DG2472                          STATION DESCRIPTION
 DG2472
 DG2472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2472'17.4 KM (10.8 MI) SW FROM CEDARTOWN.
 DG2472'17.4 KILOMETERS (10.8 MILES) WEST SOUTHWEST ALONG STATE HIGHWAYS
 DG2472'GEORGIA 6 AND ALABAMA 278 FROM THE POST OFFICE IN CEDARTOWN, GEORGIA,
 DG2472'TO THE MARK SET IN THE NORTHWEST ANGLE OF AN INTERSECTION, ALSO MAY
 DG2472'BE REACHED BY GOING 21.98 KILOMETERS (13.65 MILES) NORTHEAST ALONG
 DG2472'HIGHWAY 278 FROM THE POST OFFICE IN PIEDMONT, 14.94 METERS (49.0 FEET)
 DG2472'NORTH OF THE CENTER LINE OF THE HIGHWAY, 7.62 METERS (25.0 FEET)
 DG2472'WEST OF THE CENTER OF THE ROAD, AND 0.65 METER (1.5 FEET) SOUTHEAST
 DG2472'OF POWER POLE NUMBER 44.
 DG2472'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1372 ***********************************************************************
 BU1372  DESIGNATION -  A 45
 BU1372  PID         -  BU1372
 BU1372  STATE/COUNTY-  AL/ESCAMBIA
 BU1372  USGS QUAD   -  BREWTON SOUTH (1986)
 BU1372
 BU1372                         *CURRENT SURVEY CONTROL
 BU1372  ___________________________________________________________________
 BU1372* NAD 83(1986)-  31 06 45.     (N)    087 03 50.     (W)     SCALED    
 BU1372* NAVD 88     -        30.337  (meters)      99.53   (feet)  ADJUSTED  
 BU1372  ___________________________________________________________________
 BU1372  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BU1372  DYNAMIC HT  -          30.299 (meters)      99.41  (feet)  COMP
 BU1372  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 BU1372
 BU1372  VERT ORDER  -  SECOND    CLASS 0
 BU1372
 BU1372.The horizontal coordinates were scaled from a topographic map and have
 BU1372.an estimated accuracy of +/- 6 seconds.
 BU1372
 BU1372.The orthometric height was determined by differential leveling
 BU1372.and adjusted by the National Geodetic Survey in June 1991..
 BU1372
 BU1372.The geoid height was determined by GEOID03.
 BU1372
 BU1372.The dynamic height is computed by dividing the NAVD 88
 BU1372.geopotential number by the normal gravity value computed on the
 BU1372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1372.degrees latitude (g = 980.6199 gals.).
 BU1372
 BU1372.The modeled gravity was interpolated from observed gravity values.
 BU1372
 BU1372;                    North         East    Units  Estimated Accuracy
 BU1372;SPC AL W     -   123,410.      641,600.      MT  (+/- 180 meters Scaled)
 BU1372
 BU1372                          SUPERSEDED SURVEY CONTROL
 BU1372
 BU1372  NGVD 29 (??/??/92)   30.373  (m)           99.65   (f) ADJ UNCH    2 0
 BU1372
 BU1372.Superseded values are not recommended for survey control.
 BU1372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1372.See file dsdata.txt to determine how the superseded data were derived.
 BU1372
 BU1372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV939420(NAD 83)
 BU1372_MARKER: DB = BENCH MARK DISK
 BU1372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1372_STAMPING: A 45 1934
 BU1372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1372+STABILITY: SURFACE MOTION
 BU1372
 BU1372  HISTORY     - Date     Condition        Report By
 BU1372  HISTORY     - 1934     MONUMENTED       CGS
 BU1372  HISTORY     - 1959     MARK NOT FOUND   USGS
 BU1372
 BU1372                          STATION DESCRIPTION
 BU1372
 BU1372'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU1372'0.5 MI NE FROM BREWTON.
 BU1372'0.5 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU1372'THE STATION AT BREWTON, ESCAMBIA COUNTY, 180 YARDS NORTHEAST OF A ROAD
 BU1372'CROSSING, 100 FEET WEST OF SEMAPHORE 5923, AND 34 FEET NORTHWEST OF
 BU1372'THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED A 45 1934 AND SET IN THE
 BU1372'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 BU1372
 BU1372                          STATION RECOVERY (1959)
 BU1372
 BU1372'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BU1372'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2443 ***********************************************************************
 DG2443  DESIGNATION -  A 450
 DG2443  PID         -  DG2443
 DG2443  STATE/COUNTY-  AL/CALHOUN
 DG2443  USGS QUAD   -  WELLINGTON (1972)
 DG2443
 DG2443                         *CURRENT SURVEY CONTROL
 DG2443  ___________________________________________________________________
 DG2443* NAD 83(1986)-  33 51 21.     (N)    085 52 30.     (W)     SCALED    
 DG2443* NAVD 88     -       184.913  (meters)     606.67   (feet)  ADJUSTED  
 DG2443  ___________________________________________________________________
 DG2443  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG2443  DYNAMIC HT  -         184.717 (meters)     606.03  (feet)  COMP
 DG2443  MODELED GRAV-     979,574.0   (mgal)                       NAVD 88
 DG2443
 DG2443  VERT ORDER  -  FIRST     CLASS II
 DG2443
 DG2443.The horizontal coordinates were scaled from a topographic map and have
 DG2443.an estimated accuracy of +/- 6 seconds.
 DG2443
 DG2443.The orthometric height was determined by differential leveling
 DG2443.and adjusted by the National Geodetic Survey in June 1991..
 DG2443
 DG2443.The geoid height was determined by GEOID03.
 DG2443
 DG2443.The dynamic height is computed by dividing the NAVD 88
 DG2443.geopotential number by the normal gravity value computed on the
 DG2443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2443.degrees latitude (g = 980.6199 gals.).
 DG2443
 DG2443.The modeled gravity was interpolated from observed gravity values.
 DG2443
 DG2443;                    North         East    Units  Estimated Accuracy
 DG2443;SPC AL E     -   372,110.      196,140.      MT  (+/- 180 meters Scaled)
 DG2443
 DG2443                          SUPERSEDED SURVEY CONTROL
 DG2443
 DG2443.No superseded survey control is available for this station.
 DG2443
 DG2443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC040467(NAD 83)
 DG2443_MARKER: I = METAL ROD
 DG2443_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG2443_SP_SET: STAINLESS STEEL ROD
 DG2443_STAMPING: A 450 1980
 DG2443_MARK LOGO: NGS   
 DG2443_PROJECTION: RECESSED 2 CENTIMETERS
 DG2443_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2443_ROD/PIPE-DEPTH: 4.9  meters
 DG2443
 DG2443  HISTORY     - Date     Condition        Report By
 DG2443  HISTORY     - 1980     MONUMENTED       NGS
 DG2443
 DG2443                          STATION DESCRIPTION
 DG2443
 DG2443'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2443'13.2 KM (8.15 MI) WEST FROM JACKSONVILLE.
 DG2443'1.3 KILOMETERS (0.8 MILE) NORTH ALONG STATE HIGHWAY 21 FROM THE POST
 DG2443'OFFICE IN JACKSONVILLE, TO THE JUNCTION OF STATE HIGHWAY 204, THENCE
 DG2443'11.9 KILOMETERS (7.35 MILES) WEST ALONG STATE HIGHWAY 204 TO THE MARK
 DG2443'ON THE SOUTH SIDE OF THE HIGHWAY AT A FENCE CORNER, 39.3 METERS (129.0
 DG2443'FEET) SOUTHWEST OF THE CENTER OF THE JUNCTION OF A BLACKTOP ROAD
 DG2443'LEADING NORTHEAST, 14.8 METERS (48.6 FEET) SOUTH OF THE CENTER LINE
 DG2443'OF THE HIGHWAY, 11.4 METERS (37.4 FEET) WEST OF A POWER POLE WITH A
 DG2443'GUY WIRE, 1.03 METERS (3.4 FEET) NORTHWEST OF THE FENCE CORNER, AND
 DG2443'0.35 METERS (1.13 FEET) NORTH OF THE BARBED WIRE FENCE.
 DG2443'THE MARK IS 0.35 METERS  N FROM A WITNESS POST.
 DG2443'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2366 ***********************************************************************
 DH2366  DESIGNATION -  A 451
 DH2366  PID         -  DH2366
 DH2366  STATE/COUNTY-  AL/JEFFERSON
 DH2366  USGS QUAD   -  BESSEMER (1988)
 DH2366
 DH2366                         *CURRENT SURVEY CONTROL
 DH2366  ___________________________________________________________________
 DH2366* NAD 83(1986)-  33 28 03.     (N)    086 56 13.     (W)     SCALED    
 DH2366* NAVD 88     -       158.725  (meters)     520.75   (feet)  ADJUSTED  
 DH2366  ___________________________________________________________________
 DH2366  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2366  DYNAMIC HT  -         158.549 (meters)     520.17  (feet)  COMP
 DH2366  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 DH2366
 DH2366  VERT ORDER  -  FIRST     CLASS II
 DH2366
 DH2366.The horizontal coordinates were scaled from a topographic map and have
 DH2366.an estimated accuracy of +/- 6 seconds.
 DH2366
 DH2366.The orthometric height was determined by differential leveling
 DH2366.and adjusted by the National Geodetic Survey in June 1991..
 DH2366
 DH2366.The geoid height was determined by GEOID03.
 DH2366
 DH2366.The dynamic height is computed by dividing the NAVD 88
 DH2366.geopotential number by the normal gravity value computed on the
 DH2366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2366.degrees latitude (g = 980.6199 gals.).
 DH2366
 DH2366.The modeled gravity was interpolated from observed gravity values.
 DH2366
 DH2366;                    North         East    Units  Estimated Accuracy
 DH2366;SPC AL W     -   384,600.      652,340.      MT  (+/- 180 meters Scaled)
 DH2366
 DH2366                          SUPERSEDED SURVEY CONTROL
 DH2366
 DH2366.No superseded survey control is available for this station.
 DH2366
 DH2366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC058031(NAD 83)
 DH2366_MARKER: I = METAL ROD
 DH2366_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2366+WITH SETTING: INFORMATION.
 DH2366_SP_SET: SHALLOW SET METAL ROD
 DH2366_STAMPING: A 451 1980
 DH2366_MARK LOGO: NGS   
 DH2366_PROJECTION: FLUSH
 DH2366_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2366_ROD/PIPE-DEPTH: 3.0  meters
 DH2366
 DH2366  HISTORY     - Date     Condition        Report By
 DH2366  HISTORY     - 1980     MONUMENTED       NGS
 DH2366
 DH2366                          STATION DESCRIPTION
 DH2366
 DH2366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2366'4.3 KM (2.7 MI) SW FROM FAIRFIELD.
 DH2366'4.3 KILOMETERS (2.7 MILES) SOUTHWEST ALONG VALLEY ROAD FROM THE
 DH2366'JUNCTION OF AVENUE I AND 40TH STREET IN FAIRFIELD, TO THE MARK ON THE
 DH2366'LEFT, ALSO 1.6 KILOMETERS (1.0 MILE) NORTHEAST ALONG VALLEY ROAD FROM
 DH2366'THE JUNCTION OF JAYBIRD ROAD IN WEST FAIRFIELD, 13.51 METERS (44.3
 DH2366'FEET) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER OF A CONCRETE CULVERT
 DH2366'UNDER VALLEY ROAD, 10.73 METERS (35.2 FEET) SOUTH-SOUTHWEST OF A
 DH2366'CONCRETE MARKER FOR ALABAMA GAS LINE, 7.68 METERS (25.2 FEET)
 DH2366'SOUTHEAST OF THE CENTER LINE OF THE NORTHBOUND LANES OF VALLEY ROAD,
 DH2366'0.73 METER (2.4 FEET) NORTH OF A UTILITY POLE.
 DH2366'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO
 DH2366'REFUSAL AT 3.0 METERS.
 DH2366'THE MARK IS 0.58 METERS  W FROM A WITNESS POST.
 DH2366'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2868 ***********************************************************************
 CN2868  DESIGNATION -  A 452
 CN2868  PID         -  CN2868
 CN2868  STATE/COUNTY-  AL/DALLAS
 CN2868  USGS QUAD   -  SELMA (1977)
 CN2868
 CN2868                         *CURRENT SURVEY CONTROL
 CN2868  ___________________________________________________________________
 CN2868* NAD 83(1986)-  32 24 25.     (N)    087 01 16.     (W)     SCALED    
 CN2868* NAVD 88     -        41.864  (meters)     137.35   (feet)  ADJUSTED  
 CN2868  ___________________________________________________________________
 CN2868  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 CN2868  DYNAMIC HT  -          41.816 (meters)     137.19  (feet)  COMP
 CN2868  MODELED GRAV-     979,499.2   (mgal)                       NAVD 88
 CN2868
 CN2868  VERT ORDER  -  FIRST     CLASS II
 CN2868
 CN2868.The horizontal coordinates were scaled from a topographic map and have
 CN2868.an estimated accuracy of +/- 6 seconds.
 CN2868
 CN2868.The orthometric height was determined by differential leveling
 CN2868.and adjusted by the National Geodetic Survey in June 1991..
 CN2868
 CN2868.The geoid height was determined by GEOID03.
 CN2868
 CN2868.The dynamic height is computed by dividing the NAVD 88
 CN2868.geopotential number by the normal gravity value computed on the
 CN2868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2868.degrees latitude (g = 980.6199 gals.).
 CN2868
 CN2868.The modeled gravity was interpolated from observed gravity values.
 CN2868
 CN2868;                    North         East    Units  Estimated Accuracy
 CN2868;SPC AL W     -   266,950.      645,050.      MT  (+/- 180 meters Scaled)
 CN2868
 CN2868                          SUPERSEDED SURVEY CONTROL
 CN2868
 CN2868.No superseded survey control is available for this station.
 CN2868
 CN2868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA980855(NAD 83)
 CN2868_MARKER: I = METAL ROD
 CN2868_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CN2868_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CN2868_STAMPING: A 452 1981
 CN2868_MARK LOGO: NGS   
 CN2868_PROJECTION: FLUSH
 CN2868_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CN2868+STABILITY: POSITION/ELEVATION WELL
 CN2868_ROD/PIPE-DEPTH: 12.1 meters
 CN2868_SLEEVE-DEPTH  : 6.0 meters
 CN2868
 CN2868  HISTORY     - Date     Condition        Report By
 CN2868  HISTORY     - 1981     MONUMENTED       NGS
 CN2868
 CN2868                          STATION DESCRIPTION
 CN2868
 CN2868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2868'IN SELMA.
 CN2868'IN SELMA, AT THE INTERSECTIONS OF LAUDERDALE STREET AND ALABAMA
 CN2868'AVENUE, SET AT THE FEDERAL BUILDING IN SOUTH ANGLE OF THE INTERSECTION
 CN2868'IN THE SMALL STRIP OF LAWN BETWEEN THE NORTHEAST END OF THE GRANITE
 CN2868'STONE STEPS OF THE NORTHWEST ENTRANCE AND THE LARGE METAL FLAG
 CN2868'POLE OF THE BUILDING, 10.05 METERS (33 FEET) SOUTHWEST OF THE FLAG
 CN2868'POLE, 4.94 METERS (16.2 FEET) NORTHEAST OF THE NORTHEAST EDGE OF
 CN2868'THE BOTTOM ENTRANCE STEP, 0.97 METER (3.2 FEET) SOUTHEAST OF THE
 CN2868'SOUTHEAST OF THE SOUTHEAST EDGE OF THE 6-INCH HIGH CONCRETE
 CN2868'RETAINING WALL FOR THE LAWN.
 CN2868'THE MARK IS 0.3 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2891 ***********************************************************************
 CN2891  DESIGNATION -  A 453
 CN2891  PID         -  CN2891
 CN2891  STATE/COUNTY-  AL/DALLAS
 CN2891  USGS QUAD   -  JONES (1982)
 CN2891
 CN2891                         *CURRENT SURVEY CONTROL
 CN2891  ___________________________________________________________________
 CN2891* NAD 83(1986)-  32 34 50.     (N)    086 54 53.     (W)     SCALED    
 CN2891* NAVD 88     -        93.951  (meters)     308.24   (feet)  ADJUSTED  
 CN2891  ___________________________________________________________________
 CN2891  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CN2891  DYNAMIC HT  -          93.843 (meters)     307.88  (feet)  COMP
 CN2891  MODELED GRAV-     979,480.7   (mgal)                       NAVD 88
 CN2891
 CN2891  VERT ORDER  -  FIRST     CLASS II
 CN2891
 CN2891.The horizontal coordinates were scaled from a topographic map and have
 CN2891.an estimated accuracy of +/- 6 seconds.
 CN2891
 CN2891.The orthometric height was determined by differential leveling
 CN2891.and adjusted by the National Geodetic Survey in June 1991..
 CN2891
 CN2891.The geoid height was determined by GEOID03.
 CN2891
 CN2891.The dynamic height is computed by dividing the NAVD 88
 CN2891.geopotential number by the normal gravity value computed on the
 CN2891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2891.degrees latitude (g = 980.6199 gals.).
 CN2891
 CN2891.The modeled gravity was interpolated from observed gravity values.
 CN2891
 CN2891;                    North         East    Units  Estimated Accuracy
 CN2891;SPC AL W     -   286,250.      654,950.      MT  (+/- 180 meters Scaled)
 CN2891
 CN2891                          SUPERSEDED SURVEY CONTROL
 CN2891
 CN2891.No superseded survey control is available for this station.
 CN2891
 CN2891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB080047(NAD 83)
 CN2891_MARKER: I = METAL ROD
 CN2891_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CN2891_SP_SET: STAINLESS STEEL ROD
 CN2891_STAMPING: A 453 1981
 CN2891_MARK LOGO: NGS   
 CN2891_PROJECTION: FLUSH
 CN2891_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2891_ROD/PIPE-DEPTH: 9.2  meters
 CN2891
 CN2891  HISTORY     - Date     Condition        Report By
 CN2891  HISTORY     - 1981     MONUMENTED       NGS
 CN2891
 CN2891                          STATION DESCRIPTION
 CN2891
 CN2891'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2891'2.3 KM (1.4 MI) WEST FROM JONES.
 CN2891'0.5 KILOMETER (0.3 MILE) WEST ALONG COUNTY ROAD 83 FROM THE
 CN2891'UNITED METHODIST CHURCH IN JONES, THENCE 1.8 KILOMETERS (1.1 MILES)
 CN2891'WEST ALONG COUNTY ROAD 52 TO THE MARK ON THE LEFT SET AT THE NORTHEAST
 CN2891'CORNER OF A SMALL WOOD FRAMED HOUSE, ABOUT 250 FEET OFF THE
 CN2891'COUNTY ROAD, 10.12 METERS (33.2 FEET) WEST-NORTHWEST OF A 4-INCH
 CN2891'MAGNOLIA TREE, 4.72 METERS (15.5 FEET) EAST-NORTHEAST OF A LIGHT
 CN2891'METER BOX ON NORTH FACE OF THE HOUSE, 2.07 METERS (6.8 FEET) NORTH
 CN2891'OF THE NORTHEAST CORNER AND IN LINE WITH THE EAST FACE OF THE HOUSE.
 CN2891'THE MARK IS 0.1 M ABOVE COUNTY ROAD 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1397 ***********************************************************************
 BT1397  DESIGNATION -  A 454
 BT1397  PID         -  BT1397
 BT1397  STATE/COUNTY-  AL/HOUSTON
 BT1397  USGS QUAD   -  MADRID (1969)
 BT1397
 BT1397                         *CURRENT SURVEY CONTROL
 BT1397  ___________________________________________________________________
 BT1397* NAD 83(1986)-  31 01 19.     (N)    085 24 24.     (W)     SCALED    
 BT1397* NAVD 88     -        51.967  (meters)     170.50   (feet)  ADJUSTED  
 BT1397  ___________________________________________________________________
 BT1397  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BT1397  DYNAMIC HT  -          51.901 (meters)     170.28  (feet)  COMP
 BT1397  MODELED GRAV-     979,374.4   (mgal)                       NAVD 88
 BT1397
 BT1397  VERT ORDER  -  FIRST     CLASS II
 BT1397
 BT1397.The horizontal coordinates were scaled from a topographic map and have
 BT1397.an estimated accuracy of +/- 6 seconds.
 BT1397
 BT1397.The orthometric height was determined by differential leveling
 BT1397.and adjusted by the National Geodetic Survey in June 1991..
 BT1397
 BT1397.The geoid height was determined by GEOID03.
 BT1397
 BT1397.The dynamic height is computed by dividing the NAVD 88
 BT1397.geopotential number by the normal gravity value computed on the
 BT1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1397.degrees latitude (g = 980.6199 gals.).
 BT1397
 BT1397.The modeled gravity was interpolated from observed gravity values.
 BT1397
 BT1397;                    North         East    Units  Estimated Accuracy
 BT1397;SPC AL E     -    57,940.      240,740.      MT  (+/- 180 meters Scaled)
 BT1397
 BT1397                          SUPERSEDED SURVEY CONTROL
 BT1397
 BT1397.No superseded survey control is available for this station.
 BT1397
 BT1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV520331(NAD 83)
 BT1397_MARKER: I = METAL ROD
 BT1397_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1397_SP_SET: STAINLESS STEEL ROD
 BT1397_STAMPING: A 454 1981
 BT1397_MARK LOGO: NGS   
 BT1397_PROJECTION: FLUSH
 BT1397_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1397_ROD/PIPE-DEPTH: 7.3  meters
 BT1397
 BT1397  HISTORY     - Date     Condition        Report By
 BT1397  HISTORY     - 1981     MONUMENTED       NGS
 BT1397  HISTORY     - 1987     GOOD             USPSQD
 BT1397
 BT1397                          STATION DESCRIPTION
 BT1397
 BT1397'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1397'7.95 KM (4.95 MI) NORTH FROM CAMPBELLTON.
 BT1397'7.95 KILOMETERS (4.95 MILES) NORTH ALONG US HIGHWAY 231 FROM THE
 BT1397'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE RIGHT, 45.0 METERS
 BT1397'(82.0 FEET) EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF
 BT1397'THE HIGHWAY, 15.03 METERS (49.3 FEET) WEST SOUTHWEST OF A 20-INCH
 BT1397'WATER OAK TREE, 0.64 METER (2.1 FEET) NORTH OF A UTILITY POLE.
 BT1397'THE MARK IS 0.48 METERS  S FROM A WITNESS POST.
 BT1397'THE MARK IS 1.5 M BELOW HIGHWAY.
 BT1397
 BT1397                          STATION RECOVERY (1987)
 BT1397
 BT1397'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 BT1397'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1488 ***********************************************************************
 BT1488  DESIGNATION -  A 455
 BT1488  PID         -  BT1488
 BT1488  STATE/COUNTY-  AL/PIKE
 BT1488  USGS QUAD   -  BANKS (1968)
 BT1488
 BT1488                         *CURRENT SURVEY CONTROL
 BT1488  ___________________________________________________________________
 BT1488* NAD 83(1986)-  31 49 19.     (N)    085 51 23.     (W)     SCALED    
 BT1488* NAVD 88     -       171.729  (meters)     563.41   (feet)  ADJUSTED  
 BT1488  ___________________________________________________________________
 BT1488  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BT1488  DYNAMIC HT  -         171.526 (meters)     562.75  (feet)  COMP
 BT1488  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 BT1488
 BT1488  VERT ORDER  -  FIRST     CLASS II
 BT1488
 BT1488.The horizontal coordinates were scaled from a topographic map and have
 BT1488.an estimated accuracy of +/- 6 seconds.
 BT1488
 BT1488.The orthometric height was determined by differential leveling
 BT1488.and adjusted by the National Geodetic Survey in June 1991..
 BT1488
 BT1488.The geoid height was determined by GEOID03.
 BT1488
 BT1488.The dynamic height is computed by dividing the NAVD 88
 BT1488.geopotential number by the normal gravity value computed on the
 BT1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1488.degrees latitude (g = 980.6199 gals.).
 BT1488
 BT1488.The modeled gravity was interpolated from observed gravity values.
 BT1488
 BT1488;                    North         East    Units  Estimated Accuracy
 BT1488;SPC AL E     -   146,560.      197,820.      MT  (+/- 180 meters Scaled)
 BT1488
 BT1488                          SUPERSEDED SURVEY CONTROL
 BT1488
 BT1488.No superseded survey control is available for this station.
 BT1488
 BT1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA082212(NAD 83)
 BT1488_MARKER: I = METAL ROD
 BT1488_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1488_SP_SET: STAINLESS STEEL ROD
 BT1488_STAMPING: A 455 1981
 BT1488_MARK LOGO: NGS   
 BT1488_PROJECTION: FLUSH
 BT1488_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1488_ROD/PIPE-DEPTH: 19.8 meters
 BT1488
 BT1488  HISTORY     - Date     Condition        Report By
 BT1488  HISTORY     - 1981     MONUMENTED       NGS
 BT1488
 BT1488                          STATION DESCRIPTION
 BT1488
 BT1488'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1488'1.4 KM (0.9 MI) NW FROM BANKS.
 BT1488'1.4 KILOMETERS (0.9 MILE) NORTHWEST ALONG US HIGHWAY 29 FROM THE
 BT1488'JUNCTION OF STATE HIGHWAY 93 IN BANKS TO A WOOD FRAMED HOUSE AND
 BT1488'THE MARK ON THE LEFT, 27.75 METERS (91.0 FEET) SOUTHWEST OF THE
 BT1488'CENTER LINE OF THE HIGHWAY, 5.03 METERS (16.5 FEET) NORTHEAST OF
 BT1488'A 6-INCH VENT PIPE OF SOUTHEAST FACE OF THE HOUSE, 0.73 METER
 BT1488'(2.4 FEET) SOUTHEAST OF THE EAST CORNER OF THE HOUSE.
 BT1488'THE MARK IS 0.4 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1502 ***********************************************************************
 BT1502  DESIGNATION -  A 456
 BT1502  PID         -  BT1502
 BT1502  STATE/COUNTY-  AL/PIKE
 BT1502  USGS QUAD   -  TROY (1981)
 BT1502
 BT1502                         *CURRENT SURVEY CONTROL
 BT1502  ___________________________________________________________________
 BT1502* NAD 83(1986)-  31 48 27.     (N)    085 58 24.     (W)     SCALED    
 BT1502* NAVD 88     -       167.449  (meters)     549.37   (feet)  ADJUSTED  
 BT1502  ___________________________________________________________________
 BT1502  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BT1502  DYNAMIC HT  -         167.250 (meters)     548.72  (feet)  COMP
 BT1502  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 BT1502  OBS GRAVITY -     979,444.5   (mgal)                       GRAV_OBS
 BT1502
 BT1502  VERT ORDER  -  FIRST     CLASS II
 BT1502
 BT1502.The horizontal coordinates were scaled from a topographic map and have
 BT1502.an estimated accuracy of +/- 6 seconds.
 BT1502
 BT1502.The orthometric height was determined by differential leveling
 BT1502.and adjusted by the National Geodetic Survey in June 1991..
 BT1502
 BT1502.The geoid height was determined by GEOID03.
 BT1502
 BT1502.The dynamic height is computed by dividing the NAVD 88
 BT1502.geopotential number by the normal gravity value computed on the
 BT1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1502.degrees latitude (g = 980.6199 gals.).
 BT1502
 BT1502.The modeled gravity was interpolated from observed gravity values.
 BT1502.The observed gravity was obtained from relative gravimeter ties
 BT1502.to the IGSN71 gravity network.
 BT1502
 BT1502;                    North         East    Units  Estimated Accuracy
 BT1502;SPC AL E     -   144,970.      186,740.      MT  (+/- 180 meters Scaled)
 BT1502
 BT1502                          SUPERSEDED SURVEY CONTROL
 BT1502
 BT1502.No superseded survey control is available for this station.
 BT1502
 BT1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA971195(NAD 83)
 BT1502_MARKER: I = METAL ROD
 BT1502_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BT1502_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BT1502_STAMPING: A 456 1981
 BT1502_MARK LOGO: NGS   
 BT1502_PROJECTION: FLUSH
 BT1502_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT1502+STABILITY: POSITION/ELEVATION WELL
 BT1502_ROD/PIPE-DEPTH: 20.7 meters
 BT1502_SLEEVE-DEPTH  : 6.0 meters
 BT1502
 BT1502  HISTORY     - Date     Condition        Report By
 BT1502  HISTORY     - 1981     MONUMENTED       NGS
 BT1502
 BT1502                          STATION DESCRIPTION
 BT1502
 BT1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1502'IN TROY.
 BT1502'IN TROY, AT THE PIKE COUNTY COURTHOUSE, WHICH IS AT THE WEST END OF
 BT1502'CHURCH STREET, 9.30 METERS (30.5 FEET) WEST OF THE WEST EDGE OF A
 BT1502'SIDEWALK, 5.33 METERS (17.5 FEET) SOUTH-SOUTHEAST OF THE NORTHEAST
 BT1502'CORNER OF THE COURTHOUSE, 3.96 METERS (13.0 FEET) NORTH OF THE NORTH
 BT1502'FACE OF THE EXTENDED STONE BLOCK ENTRANCE OF THE COURTHOUSE, 0.67
 BT1502'METERS (2.2 FEET) EAST OF THE EAST FACE OF THE COURTHOUSE.
 BT1502'THE MARK IS 0.6 M BELOW SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1461 ***********************************************************************
 BT1461  DESIGNATION -  A 457
 BT1461  PID         -  BT1461
 BT1461  STATE/COUNTY-  AL/DALE
 BT1461  USGS QUAD   -  ARITON (1981)
 BT1461
 BT1461                         *CURRENT SURVEY CONTROL
 BT1461  ___________________________________________________________________
 BT1461* NAD 83(1986)-  31 33 37.     (N)    085 44 59.     (W)     SCALED    
 BT1461* NAVD 88     -       128.517  (meters)     421.64   (feet)  ADJUSTED  
 BT1461  ___________________________________________________________________
 BT1461  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BT1461  DYNAMIC HT  -         128.364 (meters)     421.14  (feet)  COMP
 BT1461  MODELED GRAV-     979,445.9   (mgal)                       NAVD 88
 BT1461
 BT1461  VERT ORDER  -  FIRST     CLASS II
 BT1461
 BT1461.The horizontal coordinates were scaled from a topographic map and have
 BT1461.an estimated accuracy of +/- 6 seconds.
 BT1461
 BT1461.The orthometric height was determined by differential leveling
 BT1461.and adjusted by the National Geodetic Survey in June 1991..
 BT1461
 BT1461.The geoid height was determined by GEOID03.
 BT1461
 BT1461.The dynamic height is computed by dividing the NAVD 88
 BT1461.geopotential number by the normal gravity value computed on the
 BT1461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1461.degrees latitude (g = 980.6199 gals.).
 BT1461
 BT1461.The modeled gravity was interpolated from observed gravity values.
 BT1461
 BT1461;                    North         East    Units  Estimated Accuracy
 BT1461;SPC AL E     -   117,550.      207,940.      MT  (+/- 180 meters Scaled)
 BT1461
 BT1461                          SUPERSEDED SURVEY CONTROL
 BT1461
 BT1461.No superseded survey control is available for this station.
 BT1461
 BT1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV186923(NAD 83)
 BT1461_MARKER: I = METAL ROD
 BT1461_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1461_SP_SET: STAINLESS STEEL ROD
 BT1461_STAMPING: A 457 1981
 BT1461_MARK LOGO: NGS   
 BT1461_PROJECTION: FLUSH
 BT1461_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT1461_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1461+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1996
 BT1461_ROD/PIPE-DEPTH: 9.8  meters
 BT1461
 BT1461  HISTORY     - Date     Condition        Report By
 BT1461  HISTORY     - 1981     MONUMENTED       NGS
 BT1461  HISTORY     - 1987     GOOD             USPSQD
 BT1461  HISTORY     - 19960717 GOOD             BROOKS
 BT1461
 BT1461                          STATION DESCRIPTION
 BT1461
 BT1461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1461'15.35 KM (9.55 MI) NW FROM OZARK.
 BT1461'15.35 KILOMETERS (9.55 MILES) NORTHWEST ALONG US HIGHWAY 231 FROM
 BT1461'THE JUNCTION OF STATE HIGHWAY 249 IN OZARK TO THE MARK ON THE LEFT,
 BT1461'6.86 METERS (22.5 FEET) SOUTHWEST OF THE CENTER LINE OF THE SOUTHBOUND
 BT1461'LANE OF THE HIGHWAY, 8.78 METERS (28.8 FEET) NORTHWEST OF
 BT1461'THE SOUTHEAST END OF THE GUARDRAIL, 0.31 METER (1.0 FOOT)
 BT1461'SOUTHWEST OF THE GUARDRAIL.
 BT1461'THE MARK IS 0.56 METERS  NW FROM A WITNESS POST.
 BT1461'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BT1461
 BT1461                          STATION RECOVERY (1987)
 BT1461
 BT1461'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BT1461'RECOVERED IN GOOD CONDITION.
 BT1461
 BT1461                          STATION RECOVERY (1996)
 BT1461
 BT1461'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (ST)
 BT1461'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1417 ***********************************************************************
 BT1417  DESIGNATION -  A 458
 BT1417  PID         -  BT1417
 BT1417  STATE/COUNTY-  AL/HOUSTON
 BT1417  USGS QUAD   -  MIDLAND CITY (1981)
 BT1417
 BT1417                         *CURRENT SURVEY CONTROL
 BT1417  ___________________________________________________________________
 BT1417* NAD 83(1986)-  31 15 58.     (N)    085 24 49.     (W)     SCALED    
 BT1417* NAVD 88     -       100.984  (meters)     331.31   (feet)  ADJUSTED  
 BT1417  ___________________________________________________________________
 BT1417  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT1417  DYNAMIC HT  -         100.859 (meters)     330.90  (feet)  COMP
 BT1417  MODELED GRAV-     979,401.8   (mgal)                       NAVD 88
 BT1417
 BT1417  VERT ORDER  -  FIRST     CLASS II
 BT1417
 BT1417.The horizontal coordinates were scaled from a topographic map and have
 BT1417.an estimated accuracy of +/- 6 seconds.
 BT1417
 BT1417.The orthometric height was determined by differential leveling
 BT1417.and adjusted by the National Geodetic Survey in June 1991..
 BT1417
 BT1417.The geoid height was determined by GEOID03.
 BT1417
 BT1417.The dynamic height is computed by dividing the NAVD 88
 BT1417.geopotential number by the normal gravity value computed on the
 BT1417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1417.degrees latitude (g = 980.6199 gals.).
 BT1417
 BT1417.The modeled gravity was interpolated from observed gravity values.
 BT1417
 BT1417;                    North         East    Units  Estimated Accuracy
 BT1417;SPC AL E     -    85,010.      239,970.      MT  (+/- 180 meters Scaled)
 BT1417
 BT1417                          SUPERSEDED SURVEY CONTROL
 BT1417
 BT1417.No superseded survey control is available for this station.
 BT1417
 BT1417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV510601(NAD 83)
 BT1417_MARKER: I = METAL ROD
 BT1417_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1417_SP_SET: STAINLESS STEEL ROD
 BT1417_STAMPING: A 458 1981
 BT1417_MARK LOGO: NGS   
 BT1417_PROJECTION: FLUSH
 BT1417_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1417_ROD/PIPE-DEPTH: 8.5  meters
 BT1417
 BT1417  HISTORY     - Date     Condition        Report By
 BT1417  HISTORY     - 1981     MONUMENTED       NGS
 BT1417
 BT1417                          STATION DESCRIPTION
 BT1417
 BT1417'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1417'5.92 KM (3.7 MI) SE FROM GRIMES.
 BT1417'5.92 KILOMETERS (3.7 MILES) SOUTHEAST ALONG DENTON ROAD FROM THE
 BT1417'JUNCTION OF COUNTY ROAD 87 IN GRIMES, TO THE OFFICE OF THE ROLLING
 BT1417'HILLS APARTMENTS AND THE MARK ON THE LEFT, ALSO 3.12 KILOMETERS (1.95
 BT1417'MILES) NORTH ALONG DENTON ROAD FROM THE JUNCTION OF US HIGHWAY 231
 BT1417'BUSINESS IN DOTHAN, 27.14 METERS (89.0 FEET) NORTHEAST OF THE CENTER
 BT1417'LINE OF THE ROAD, 19.52 METERS (64.0 FEET) NORTHWEST OF THE CENTER OF
 BT1417'LAVRIE AVENUE, 1.04 METERS (3.4 FEET) SOUTHWEST OF THE SOUTH CORNER OF
 BT1417'THE OFFICE BUILDING.
 BT1417'THE MARK IS 0.5 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2324 ***********************************************************************
 DH2324  DESIGNATION -  A 459
 DH2324  PID         -  DH2324
 DH2324  STATE/COUNTY-  AL/SHELBY
 DH2324  USGS QUAD   -  ALDRICH (1979)
 DH2324
 DH2324                         *CURRENT SURVEY CONTROL
 DH2324  ___________________________________________________________________
 DH2324* NAD 83(1986)-  33 04 30.     (N)    086 53 06.     (W)     SCALED    
 DH2324* NAVD 88     -       119.968  (meters)     393.60   (feet)  ADJUSTED  
 DH2324  ___________________________________________________________________
 DH2324  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2324  DYNAMIC HT  -         119.832 (meters)     393.15  (feet)  COMP
 DH2324  MODELED GRAV-     979,503.2   (mgal)                       NAVD 88
 DH2324
 DH2324  VERT ORDER  -  FIRST     CLASS II
 DH2324
 DH2324.The horizontal coordinates were scaled from a topographic map and have
 DH2324.an estimated accuracy of +/- 6 seconds.
 DH2324
 DH2324.The orthometric height was determined by differential leveling
 DH2324.and adjusted by the National Geodetic Survey in June 1991..
 DH2324
 DH2324.The geoid height was determined by GEOID03.
 DH2324
 DH2324.The dynamic height is computed by dividing the NAVD 88
 DH2324.geopotential number by the normal gravity value computed on the
 DH2324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2324.degrees latitude (g = 980.6199 gals.).
 DH2324
 DH2324.The modeled gravity was interpolated from observed gravity values.
 DH2324
 DH2324;                    North         East    Units  Estimated Accuracy
 DH2324;SPC AL W     -   341,100.      657,420.      MT  (+/- 180 meters Scaled)
 DH2324
 DH2324                          SUPERSEDED SURVEY CONTROL
 DH2324
 DH2324.No superseded survey control is available for this station.
 DH2324
 DH2324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB107596(NAD 83)
 DH2324_MARKER: I = METAL ROD
 DH2324_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2324+WITH SETTING: INFORMATION.
 DH2324_SP_SET: SHALLOW SET METAL ROD
 DH2324_STAMPING: A 459 1981
 DH2324_MARK LOGO: NGS   
 DH2324_PROJECTION: FLUSH
 DH2324_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2324_ROD/PIPE-DEPTH: 3.4  meters
 DH2324
 DH2324  HISTORY     - Date     Condition        Report By
 DH2324  HISTORY     - 1981     MONUMENTED       NGS
 DH2324
 DH2324                          STATION DESCRIPTION
 DH2324
 DH2324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DH2324'3.6 KM (2.25 MI) SW FROM MONTEVALLO.
 DH2324'1.05 KILOMETERS (0.65 MILE) SOUTHWEST ALONG STATE HIGHWAY 119
 DH2324'FROM THE JUNCTION OF COUNTY ROAD 10 IN MONTEVALLO, THENCE 2.6
 DH2324'KILOMETERS (1.6 MILES) SOUTHWEST ALONG STATE HIGHWAY 25 TO THE
 DH2324'JUNCTION OF COUNTY ROAD 8 AND THE MARK ON THE RIGHT, 9.46 METERS
 DH2324'(31.0 FEET) WEST-NORTHWEST OF THE CENTER OF THE HIGHWAY, 9.76 METERS
 DH2324'(32.0 FEET) SOUTH OF A PAVED ROAD LEADING WEST, 1.0 METER (3.3
 DH2324'FEET) EAST-NORTHEAST OF A POWER POLE.
 DH2324'NOTE, SEVERAL ATTEMPTS WERE MADE TO DRIVE ROD, DRIVEN TO REFUSAL
 DH2324'AND EMBEDDED AT 3.4 METERS.
 DH2324'THE MARK IS 0.75 METERS  SSW FROM A WITNESS POST.
 DH2324'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0161 ***********************************************************************
 EG0161  DESIGNATION -  A 46
 EG0161  PID         -  EG0161
 EG0161  STATE/COUNTY-  AL/FRANKLIN
 EG0161  USGS QUAD   -  RED BAY (1981)
 EG0161
 EG0161                         *CURRENT SURVEY CONTROL
 EG0161  ___________________________________________________________________
 EG0161* NAD 83(1986)-  34 26 33.     (N)    088 08 36.     (W)     SCALED    
 EG0161* NAVD 88     -       189.930  (meters)     623.13   (feet)  ADJUSTED  
 EG0161  ___________________________________________________________________
 EG0161  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0161  DYNAMIC HT  -         189.739 (meters)     622.50  (feet)  COMP
 EG0161  MODELED GRAV-     979,625.3   (mgal)                       NAVD 88
 EG0161
 EG0161  VERT ORDER  -  SECOND    CLASS 0
 EG0161
 EG0161.The horizontal coordinates were scaled from a topographic map and have
 EG0161.an estimated accuracy of +/- 6 seconds.
 EG0161
 EG0161.The orthometric height was determined by differential leveling
 EG0161.and adjusted by the National Geodetic Survey in June 1991..
 EG0161
 EG0161.The geoid height was determined by GEOID03.
 EG0161
 EG0161.The dynamic height is computed by dividing the NAVD 88
 EG0161.geopotential number by the normal gravity value computed on the
 EG0161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0161.degrees latitude (g = 980.6199 gals.).
 EG0161
 EG0161.The modeled gravity was interpolated from observed gravity values.
 EG0161
 EG0161;                    North         East    Units  Estimated Accuracy
 EG0161;SPC AL W     -   492,790.      540,880.      MT  (+/- 180 meters Scaled)
 EG0161
 EG0161                          SUPERSEDED SURVEY CONTROL
 EG0161
 EG0161  NGVD 29 (??/??/92)  189.884  (m)          622.98   (f) ADJ UNCH    2 0
 EG0161
 EG0161.Superseded values are not recommended for survey control.
 EG0161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0161.See file dsdata.txt to determine how the superseded data were derived.
 EG0161
 EG0161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD949118(NAD 83)
 EG0161_MARKER: DB = BENCH MARK DISK
 EG0161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0161_STAMPING: A 46 1934
 EG0161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0161+STABILITY: SURFACE MOTION
 EG0161
 EG0161  HISTORY     - Date     Condition        Report By
 EG0161  HISTORY     - 1934     MONUMENTED       CGS
 EG0161  HISTORY     - 1950     GOOD             TVA
 EG0161  HISTORY     - 1979     POOR             TVA
 EG0161
 EG0161                          STATION DESCRIPTION
 EG0161
 EG0161'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EG0161'IN RED BAY.
 EG0161'AT RED BAY, FRANKLIN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 61.3
 EG0161'FEET NORTH OF THE NORTHWEST CORNER OF THE STATION, 36.8 FEET NORTH OF
 EG0161'THE NORTH RAIL, 15 FEET EAST OF THE PATH THROUGH THE PARK NORTH OF THE
 EG0161'STATION, 4 FEET EAST OF A TELEGRAPH POLE, 1 FOOT SOUTH OF A WHITE
 EG0161'WOODEN WITNESS POST, AND 2 FEET SOUTHEAST OF A T.V.A. STEEL POST WITH
 EG0161'A CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED A 46 1934 AND SET IN
 EG0161'THE TOP OF A CONCRETE POST.
 EG0161
 EG0161                          STATION RECOVERY (1979)
 EG0161
 EG0161'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1979
 EG0161'TOP BROKEN OFF ABOUT 0.5 FOOT UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2893 ***********************************************************************
 CN2893  DESIGNATION -  A 460
 CN2893  PID         -  CN2893
 CN2893  STATE/COUNTY-  AL/DALLAS
 CN2893  USGS QUAD   -  JONES (1982)
 CN2893
 CN2893                         *CURRENT SURVEY CONTROL
 CN2893  ___________________________________________________________________
 CN2893* NAD 83(1986)-  32 35 16.     (N)    086 56 04.     (W)     SCALED    
 CN2893* NAVD 88     -       144.852  (meters)     475.24   (feet)  ADJUSTED  
 CN2893  ___________________________________________________________________
 CN2893  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CN2893  DYNAMIC HT  -         144.685 (meters)     474.69  (feet)  COMP
 CN2893  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 CN2893
 CN2893  VERT ORDER  -  FIRST     CLASS II
 CN2893
 CN2893.The horizontal coordinates were scaled from a topographic map and have
 CN2893.an estimated accuracy of +/- 6 seconds.
 CN2893
 CN2893.The orthometric height was determined by differential leveling
 CN2893.and adjusted by the National Geodetic Survey in June 1991..
 CN2893
 CN2893.The geoid height was determined by GEOID03.
 CN2893
 CN2893.The dynamic height is computed by dividing the NAVD 88
 CN2893.geopotential number by the normal gravity value computed on the
 CN2893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2893.degrees latitude (g = 980.6199 gals.).
 CN2893
 CN2893.The modeled gravity was interpolated from observed gravity values.
 CN2893
 CN2893;                    North         East    Units  Estimated Accuracy
 CN2893;SPC AL W     -   287,040.      653,090.      MT  (+/- 180 meters Scaled)
 CN2893
 CN2893                          SUPERSEDED SURVEY CONTROL
 CN2893
 CN2893.No superseded survey control is available for this station.
 CN2893
 CN2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB061055(NAD 83)
 CN2893_MARKER: I = METAL ROD
 CN2893_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CN2893_SP_SET: STAINLESS STEEL ROD
 CN2893_STAMPING: A 460 1981
 CN2893_MARK LOGO: NGS   
 CN2893_PROJECTION: FLUSH
 CN2893_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2893_ROD/PIPE-DEPTH: 12.2 meters
 CN2893
 CN2893  HISTORY     - Date     Condition        Report By
 CN2893  HISTORY     - 1981     MONUMENTED       NGS
 CN2893
 CN2893                          STATION DESCRIPTION
 CN2893
 CN2893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2893'9.5 KM (5.9 MI) SSW FROM PLANTERSVILLE.
 CN2893'9.5 KILOMETERS (5.9 MILES) SOUTH-SOUTHWEST ALONG COUNTY ROAD 63
 CN2893'(OLD U.S. HIGHWAY 22) FROM THE PLANTERSVILLE BAPTIST CHURCH IN
 CN2893'PLANTERSVILLE TO THE JUNCTION OF COUNTY ROAD 52 AND THE MARK ON
 CN2893'THE LEFT, THE MARK CAN ALSO BE REACHED BY GOING 4.38 KILOMETERS
 CN2893'(2.75 MILES) WEST ALONG COUNTY ROADS 83 AND 52 FROM THE UNITED
 CN2893'METHODIST CHURCH IN JONES, THE MARK IS ON THE NORTH SIDE OF THE
 CN2893'GRAVEL ENTRANCE DRIVE OF A SINGLE STORY WOOD FRAME HOUSE BOX NUMBER
 CN2893'246 OWNED AT THIS TIME BY MR. M.P. DEES, 12.81 METERS (42 FEET)
 CN2893'WEST OF THE CENTER OF COUNTY ROAD 63, 41.75 METERS (137 FEET) NORTH
 CN2893'OF THE CENTER OF COUNTY ROAD 52, 27.59 METERS (90.5 FT) WEST-SOUTHWEST
 CN2893'OF THE SOUTHWEST CORNER OF THE HOUSE (A SLOPE MEASURMENT),
 CN2893'4.27 METERS (14 FEET) WEST OF THE NORTHWEST CORNER OF THE CONCRETE
 CN2893'FOUNDATION OF A WATER WELL, 7.01 METERS (23 FEET) NORTH OF THE
 CN2893'CENTER OF THE GRAVEL DRIVEWAY, 1.61 METERS (5.3 FEET) SOUTH OF A
 CN2893'4-INCH BY 4-INCH PRIVATE SURVEY MARK (A CONCRETE POST).
 CN2893'THE MARK IS 0.91 M ABOVE COUNTY ROAD 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0870 ***********************************************************************
 EF0870  DESIGNATION -  A 47
 EF0870  PID         -  EF0870
 EF0870  STATE/COUNTY-  AL/WINSTON
 EF0870  USGS QUAD   -  DOUBLE SPRINGS (1969)
 EF0870
 EF0870                         *CURRENT SURVEY CONTROL
 EF0870  ___________________________________________________________________
 EF0870* NAD 83(1986)-  34 13 31.     (N)    087 27 12.     (W)     SCALED    
 EF0870* NAVD 88     -       258.031  (meters)     846.56   (feet)  ADJUSTED  
 EF0870  ___________________________________________________________________
 EF0870  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 EF0870  DYNAMIC HT  -         257.777 (meters)     845.72  (feet)  COMP
 EF0870  MODELED GRAV-     979,645.5   (mgal)                       NAVD 88
 EF0870
 EF0870  VERT ORDER  -  SECOND    CLASS 0
 EF0870
 EF0870.The horizontal coordinates were scaled from a topographic map and have
 EF0870.an estimated accuracy of +/- 6 seconds.
 EF0870
 EF0870.The orthometric height was determined by differential leveling
 EF0870.and adjusted by the National Geodetic Survey in June 1991..
 EF0870
 EF0870.The geoid height was determined by GEOID03.
 EF0870
 EF0870.The dynamic height is computed by dividing the NAVD 88
 EF0870.geopotential number by the normal gravity value computed on the
 EF0870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0870.degrees latitude (g = 980.6199 gals.).
 EF0870
 EF0870.The modeled gravity was interpolated from observed gravity values.
 EF0870
 EF0870;                    North         East    Units  Estimated Accuracy
 EF0870;SPC AL W     -   468,510.      604,300.      MT  (+/- 180 meters Scaled)
 EF0870
 EF0870                          SUPERSEDED SURVEY CONTROL
 EF0870
 EF0870  NGVD 29 (??/??/92)  257.997  (m)          846.45   (f) ADJ UNCH    2 0
 EF0870
 EF0870.Superseded values are not recommended for survey control.
 EF0870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0870.See file dsdata.txt to determine how the superseded data were derived.
 EF0870
 EF0870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC582872(NAD 83)
 EF0870_MARKER: DB = BENCH MARK DISK
 EF0870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0870_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0870_STAMPING: A 47 1934
 EF0870_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0870+STABILITY: SURFACE MOTION
 EF0870
 EF0870  HISTORY     - Date     Condition        Report By
 EF0870  HISTORY     - 1934     MONUMENTED       CGS
 EF0870  HISTORY     - 1967     MARK NOT FOUND   USGS
 EF0870  HISTORY     - 20050120 MARK NOT FOUND   ALHD
 EF0870
 EF0870                          STATION DESCRIPTION
 EF0870
 EF0870'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0870'6.5 MI W FROM DOUBLE SPRINGS.
 EF0870'ABOUT 6-1/2 MILES WEST ALONG STATE HIGHWAY 5 FROM DOUBLE SPRINGS,
 EF0870'WINSTON COUNTY, 1.2 MILES EAST OF ASHBRIDGE, AT A FARMHOUSE, SOUTH
 EF0870'ACROSS THE ROAD FROM AN ORCHARD, 7 YARDS SOUTH OF THE CENTERLINE OF
 EF0870'THE HIGHWAY, 4 YARDS EAST OF THE GATE TO A BARN, AT AN ANGLE IN THE
 EF0870'BARNYARD FENCE, AND 1 FOOT SOUTH OF THE CORNER POST.  A STANDARD DISK,
 EF0870'STAMPED A 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EF0870
 EF0870                          STATION RECOVERY (1967)
 EF0870
 EF0870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EF0870'MARK NOT FOUND.
 EF0870
 EF0870                          STATION RECOVERY (2005)
 EF0870
 EF0870'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0870'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1220 ***********************************************************************
 EF1220  DESIGNATION -  A 471
 EF1220  PID         -  EF1220
 EF1220  STATE/COUNTY-  AL/MORGAN
 EF1220  USGS QUAD   -  DECATUR (1982)
 EF1220
 EF1220                         *CURRENT SURVEY CONTROL
 EF1220  ___________________________________________________________________
 EF1220* NAD 83(1986)-  34 36 42.     (N)    086 58 47.     (W)     SCALED    
 EF1220* NAVD 88     -       177.748  (meters)     583.16   (feet)  ADJUSTED  
 EF1220  ___________________________________________________________________
 EF1220  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EF1220  DYNAMIC HT  -         177.576 (meters)     582.60  (feet)  COMP
 EF1220  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EF1220
 EF1220  VERT ORDER  -  FIRST     CLASS II
 EF1220
 EF1220.The horizontal coordinates were scaled from a topographic map and have
 EF1220.an estimated accuracy of +/- 6 seconds.
 EF1220
 EF1220.The orthometric height was determined by differential leveling
 EF1220.and adjusted by the National Geodetic Survey in June 1991..
 EF1220
 EF1220.The geoid height was determined by GEOID03.
 EF1220
 EF1220.The dynamic height is computed by dividing the NAVD 88
 EF1220.geopotential number by the normal gravity value computed on the
 EF1220.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1220.degrees latitude (g = 980.6199 gals.).
 EF1220
 EF1220.The modeled gravity was interpolated from observed gravity values.
 EF1220
 EF1220;                    North         East    Units  Estimated Accuracy
 EF1220;SPC AL W     -   511,490.      647,720.      MT  (+/- 180 meters Scaled)
 EF1220
 EF1220                          SUPERSEDED SURVEY CONTROL
 EF1220
 EF1220.No superseded survey control is available for this station.
 EF1220
 EF1220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED018299(NAD 83)
 EF1220_MARKER: I = METAL ROD
 EF1220_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EF1220_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EF1220_STAMPING: A 471 1982
 EF1220_MARK LOGO: NGS   
 EF1220_PROJECTION: RECESSED 4 CENTIMETERS
 EF1220_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1220+STABILITY: POSITION/ELEVATION WELL
 EF1220_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1220+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 EF1220_ROD/PIPE-DEPTH: 9.4  meters
 EF1220_SLEEVE-DEPTH  : 3.0 meters
 EF1220
 EF1220  HISTORY     - Date     Condition        Report By
 EF1220  HISTORY     - 1982     MONUMENTED       NGS
 EF1220  HISTORY     - 1982     GOOD             NGS
 EF1220  HISTORY     - 1982     GOOD             NGS
 EF1220  HISTORY     - 20050807 GOOD             GEOCAC
 EF1220
 EF1220                          STATION DESCRIPTION
 EF1220
 EF1220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1220'IN DECATUR.
 EF1220'IN DECATUR, 0.3 KM (0.2 MI) NORTHWEST ALONG U.S. ALTERNATE 72 AND
 EF1220'STATE HIGHWAY 20 FROM THE JUNCTION OF U.S. HIGHWAY 31 IN DECATUR,
 EF1220'WHICH IS AT THE SOUTH END OF THE BRIDGE OVER THE TENNESSEE RIVER, SET
 EF1220'IN THE FRONT LAWN OF THE SUMMAR MANOR APARTMENT BUILDING LOCATED AT
 EF1220'300 WILSON STREET NORTHEAST, 11.6 METERS (58.0 FT) NORTHEAST OF THE
 EF1220'NORTHEAST CURB OF THE HIGHWAY, 16.9 METERS (55.5 FT) NORTHEAST OF A
 EF1220'POWER POLE WITH A TRANSFORMER AND STREET LIGHT, 19.3 METERS (63.5 FT)
 EF1220'SOUTHWEST OF THE CENTER OF TWO DOORS AT THE MAIN ENTRANCE TO THE
 EF1220'BUILDING, 30.1 METERS (99.0 FT) SOUTHEAST OF A FIRE HYDRANT,
 EF1220'8.78 METERS (28.8 FT) NORTHWEST OF THE SOUTHWEST CORNER OF THE
 EF1220'BUILDING, AND 22.4 METERS (73.5 FT) SOUTHWEST OF THE NORTHWEST CORNER.
 EF1220'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EF1220
 EF1220                          STATION RECOVERY (1982)
 EF1220
 EF1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1220'RECOVERED IN GOOD CONDITION.
 EF1220
 EF1220                          STATION RECOVERY (1982)
 EF1220
 EF1220'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1220'RECOVERED IN GOOD CONDITION.
 EF1220
 EF1220                          STATION RECOVERY (2005)
 EF1220
 EF1220'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1220'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1243 ***********************************************************************
 EF1243  DESIGNATION -  A 472
 EF1243  PID         -  EF1243
 EF1243  STATE/COUNTY-  AL/CULLMAN
 EF1243  USGS QUAD   -  FALKVILLE (1982)
 EF1243
 EF1243                         *CURRENT SURVEY CONTROL
 EF1243  ___________________________________________________________________
 EF1243* NAD 83(1986)-  34 17 15.     (N)    086 53 45.     (W)     SCALED    
 EF1243* NAVD 88     -       245.021  (meters)     803.87   (feet)  ADJUSTED  
 EF1243  ___________________________________________________________________
 EF1243  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 EF1243  DYNAMIC HT  -         244.768 (meters)     803.04  (feet)  COMP
 EF1243  MODELED GRAV-     979,596.8   (mgal)                       NAVD 88
 EF1243
 EF1243  VERT ORDER  -  FIRST     CLASS II
 EF1243
 EF1243.The horizontal coordinates were scaled from a topographic map and have
 EF1243.an estimated accuracy of +/- 6 seconds.
 EF1243
 EF1243.The orthometric height was determined by differential leveling
 EF1243.and adjusted by the National Geodetic Survey in June 1991..
 EF1243
 EF1243.The geoid height was determined by GEOID03.
 EF1243
 EF1243.The dynamic height is computed by dividing the NAVD 88
 EF1243.geopotential number by the normal gravity value computed on the
 EF1243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1243.degrees latitude (g = 980.6199 gals.).
 EF1243
 EF1243.The modeled gravity was interpolated from observed gravity values.
 EF1243
 EF1243;                    North         East    Units  Estimated Accuracy
 EF1243;SPC AL W     -   475,570.      655,620.      MT  (+/- 180 meters Scaled)
 EF1243
 EF1243                          SUPERSEDED SURVEY CONTROL
 EF1243
 EF1243.No superseded survey control is available for this station.
 EF1243
 EF1243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC095940(NAD 83)
 EF1243_MARKER: DB = BENCH MARK DISK
 EF1243_SETTING: 66 = SET IN ROCK OUTCROP
 EF1243_SP_SET: ROCK OUTCROP
 EF1243_STAMPING: A 472 1982
 EF1243_MARK LOGO: NGS   
 EF1243_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1243+STABILITY: POSITION/ELEVATION WELL
 EF1243
 EF1243  HISTORY     - Date     Condition        Report By
 EF1243  HISTORY     - 1982     MONUMENTED       NGS
 EF1243
 EF1243                          STATION DESCRIPTION
 EF1243
 EF1243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1243'9.2 KM (5.7 MI) SOUTH FROM FALKVILLE.
 EF1243'9.2 KM (5.7 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE INTERSECTION OF
 EF1243'COUNTY ROAD 55 (WEST 3RD STREET) IN FALKVILLE, SET IN BEDROCK ABOUT
 EF1243'0.2 KM (0.1 MI) NORTH OF ROCK CREEK, 40.54 METERS (133.0 FT) NORTHEAST
 EF1243'OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 45.42 METERS
 EF1243'(149.0 FT) NORTH OF A POWERLINE POLE WITH A TRANSFORMER, 50.9 METERS
 EF1243'(167.0 FT) NORTH-NORTHWEST OF A POWERLINE POLE WITH A STREET LIGHT,
 EF1243'39.32 METERS (129.0 FT) SOUTHEAST OF THE BATTLE OF DAYS GAP HISTORICAL
 EF1243'MARKER, AND 9.14 METERS (30.0 FT) NORTH OF THE NORTHERNMOST TOP EDGE
 EF1243'OF A 3.0 FOOT DIAMETER CULVERT.
 EF1243'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 EF1243'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2389 ***********************************************************************
 DH2389  DESIGNATION -  A 473
 DH2389  PID         -  DH2389
 DH2389  STATE/COUNTY-  AL/BLOUNT
 DH2389  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH2389
 DH2389                         *CURRENT SURVEY CONTROL
 DH2389  ___________________________________________________________________
 DH2389* NAD 83(1986)-  33 56 49.     (N)    086 46 46.     (W)     SCALED    
 DH2389* NAVD 88     -       155.330  (meters)     509.61   (feet)  ADJUSTED  
 DH2389  ___________________________________________________________________
 DH2389  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DH2389  DYNAMIC HT  -         155.167 (meters)     509.08  (feet)  COMP
 DH2389  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 DH2389
 DH2389  VERT ORDER  -  FIRST     CLASS II
 DH2389
 DH2389.The horizontal coordinates were scaled from a topographic map and have
 DH2389.an estimated accuracy of +/- 6 seconds.
 DH2389
 DH2389.The orthometric height was determined by differential leveling
 DH2389.and adjusted by the National Geodetic Survey in June 1991..
 DH2389
 DH2389.The geoid height was determined by GEOID03.
 DH2389
 DH2389.The dynamic height is computed by dividing the NAVD 88
 DH2389.geopotential number by the normal gravity value computed on the
 DH2389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2389.degrees latitude (g = 980.6199 gals.).
 DH2389
 DH2389.The modeled gravity was interpolated from observed gravity values.
 DH2389
 DH2389;                    North         East    Units  Estimated Accuracy
 DH2389;SPC AL W     -   437,870.      666,610.      MT  (+/- 180 meters Scaled)
 DH2389
 DH2389                          SUPERSEDED SURVEY CONTROL
 DH2389
 DH2389.No superseded survey control is available for this station.
 DH2389
 DH2389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC203562(NAD 83)
 DH2389_MARKER: DB = BENCH MARK DISK
 DH2389_SETTING: 66 = SET IN ROCK OUTCROP
 DH2389_SP_SET: ROCK OUTCROP
 DH2389_STAMPING: A 473 1982
 DH2389_MARK LOGO: NGS   
 DH2389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2389+STABILITY: POSITION/ELEVATION WELL
 DH2389_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2389+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2006
 DH2389
 DH2389  HISTORY     - Date     Condition        Report By
 DH2389  HISTORY     - 1982     MONUMENTED       NGS
 DH2389  HISTORY     - 20060603 MARK NOT FOUND   GEOCAC
 DH2389  HISTORY     - 20060617 GOOD             GEOCAC
 DH2389
 DH2389                          STATION DESCRIPTION
 DH2389
 DH2389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2389'2.7 KM (1.65 MI) NORTH FROM BLOUNT SPRINGS.
 DH2389'2.7 KM (1.65 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE BLOUNT
 DH2389'SPRINGS BAPTIST CHURCH IN BLOUNT SPRINGS AND SET IN A MASSIVE ROCK
 DH2389'OUTCROP FORMATION, 6.7 METERS (22.0 FT) NORTHWEST OF THE CENTERLINE OF
 DH2389'THE HIGHWAY, 24.7 METERS (81.0 FT) NORTHEAST OF A POWERLINE POLE, AND
 DH2389'61.6 METERS (202.0 FT) WEST-SOUTHWEST OF POWERLINE POLE NUMBER X 8169.
 DH2389'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DH2389'THE MARK IS 0.9 M ABOVE HIGHWAY.
 DH2389
 DH2389                          STATION RECOVERY (2006)
 DH2389
 DH2389'RECOVERY NOTE BY GEOCACHING 2006
 DH2389'THIS PORTION OF HIGHWAY 31 IS VERY BUSY AND IS TO DANGEROUS TO LOOK
 DH2389'FOR THE MARK THAT IS SO
 DH2389'CLOSE TO THE ROAD. I WAS NOT ABLE TO LOCATE THE MARK AS DESCRIBED. IT
 DH2389'SEEMS THAT SOME ROCK FALL
 DH2389'HAS OCCURED AND MAY BEEN MOVED TO THE OTHER SIDE OF THE HIGHWAY. THERE
 DH2389'IS NO WITNESS POST.
 DH2389
 DH2389                          STATION RECOVERY (2006)
 DH2389
 DH2389'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 DH2389'THIS PORTION OF THE HIGWAY IS VERY LIMITED TO ANY ACCESS DUE TO GUARD
 DH2389'RAILS ON BOTH SIDES OF
 DH2389'THE HIGHWAY AND VERY LITTLE ROOM TO WALK. CAUTION SHOULD BE TAKEN WHEN
 DH2389'SEEKING IT OUT. GPS
 DH2389'CORDS ARE OFF AND MARK IS ABOUT 200 FEET EAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1265 ***********************************************************************
 EF1265  DESIGNATION -  A 474
 EF1265  PID         -  EF1265
 EF1265  STATE/COUNTY-  AL/MORGAN
 EF1265  USGS QUAD   -  DECATUR (1982)
 EF1265
 EF1265                         *CURRENT SURVEY CONTROL
 EF1265  ___________________________________________________________________
 EF1265* NAD 83(1986)-  34 36 36.     (N)    086 58 36.     (W)     SCALED    
 EF1265* NAVD 88     -       179.168  (meters)     587.82   (feet)  ADJUSTED  
 EF1265  ___________________________________________________________________
 EF1265  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EF1265  DYNAMIC HT  -         178.995 (meters)     587.25  (feet)  COMP
 EF1265  MODELED GRAV-     979,664.6   (mgal)                       NAVD 88
 EF1265
 EF1265  VERT ORDER  -  FIRST     CLASS II
 EF1265
 EF1265.The horizontal coordinates were scaled from a topographic map and have
 EF1265.an estimated accuracy of +/- 6 seconds.
 EF1265
 EF1265.The orthometric height was determined by differential leveling
 EF1265.and adjusted by the National Geodetic Survey in June 1991..
 EF1265
 EF1265.The geoid height was determined by GEOID03.
 EF1265
 EF1265.The dynamic height is computed by dividing the NAVD 88
 EF1265.geopotential number by the normal gravity value computed on the
 EF1265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1265.degrees latitude (g = 980.6199 gals.).
 EF1265
 EF1265.The modeled gravity was interpolated from observed gravity values.
 EF1265
 EF1265;                    North         East    Units  Estimated Accuracy
 EF1265;SPC AL W     -   511,300.      648,000.      MT  (+/- 180 meters Scaled)
 EF1265
 EF1265                          SUPERSEDED SURVEY CONTROL
 EF1265
 EF1265.No superseded survey control is available for this station.
 EF1265
 EF1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED021297(NAD 83)
 EF1265_MARKER: I = METAL ROD
 EF1265_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1265_SP_SET: STAINLESS STEEL ROD
 EF1265_STAMPING: A 474 1982
 EF1265_MARK LOGO: NGS   
 EF1265_PROJECTION: FLUSH
 EF1265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1265_ROD/PIPE-DEPTH: 6.0  meters
 EF1265
 EF1265  HISTORY     - Date     Condition        Report By
 EF1265  HISTORY     - 1982     MONUMENTED       NGS
 EF1265  HISTORY     - 19980218 MARK NOT FOUND   ALHD
 EF1265
 EF1265                          STATION DESCRIPTION
 EF1265
 EF1265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1265'IN DECATUR.
 EF1265'IN DECATUR, 0.1 KM (0.05 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE
 EF1265'JUNCTION OF STATE HIGHWAY 20 WEST (WILSON STREET), SET BETWEEN THE
 EF1265'NORTHBOUND AND SOUTHBOUND LANES OF THE HIGHWAY, 17.07 METERS (56.0 FT)
 EF1265'SOUTHEAST OF THE CENTERLINE OF THE SOUTHWEST BOUND TRAFFIC LANE,
 EF1265'7.62 METERS (25.0 FT) NORTHWEST OF THE CENTERLINE OF THE NORTHEAST
 EF1265'BOUND TRAFFIC LANES, 5.64 METERS (18.5 FT) SOUTHWEST OF THE SOUTHWEST
 EF1265'EDGE OF A CONCRETE RETAINING WALL, 4.88 METERS (16.0 FT) WEST OF A
 EF1265'LIGHT POLE, AND 6.52 METERS (21.4 FT) WEST OF THE WEST CORNER OF A
 EF1265'BRIDGE.
 EF1265'THE MARK IS 3.3 METERS  W FROM A WITNESS POST.
 EF1265'THE MARK IS 0.3 M BELOW HIGHWAY.
 EF1265
 EF1265                          STATION RECOVERY (1998)
 EF1265
 EF1265'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1998 (JDS)
 EF1265'SEARCHED FOR NOT RECOVERED.  NOTE--DESCRIPTION PUTS MARK UNDER WEST
 EF1265'CURB OF TURN LANE OF US 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2406 ***********************************************************************
 DH2406  DESIGNATION -  A 474 X
 DH2406  PID         -  DH2406
 DH2406  STATE/COUNTY-  AL/JEFFERSON
 DH2406  USGS QUAD   -  WARRIOR (1986)
 DH2406
 DH2406                         *CURRENT SURVEY CONTROL
 DH2406  ___________________________________________________________________
 DH2406* NAD 83(1986)-  33 46 26.     (N)    086 48 50.     (W)     SCALED    
 DH2406* NAVD 88     -       137.921  (meters)     452.50   (feet)  ADJUSTED  
 DH2406  ___________________________________________________________________
 DH2406  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH2406  DYNAMIC HT  -         137.774 (meters)     452.01  (feet)  COMP
 DH2406  MODELED GRAV-     979,568.9   (mgal)                       NAVD 88
 DH2406
 DH2406  VERT ORDER  -  FIRST     CLASS II
 DH2406
 DH2406.The horizontal coordinates were scaled from a topographic map and have
 DH2406.an estimated accuracy of +/- 6 seconds.
 DH2406
 DH2406.The orthometric height was determined by differential leveling
 DH2406.and adjusted by the National Geodetic Survey in June 1991..
 DH2406
 DH2406.The geoid height was determined by GEOID03.
 DH2406
 DH2406.The dynamic height is computed by dividing the NAVD 88
 DH2406.geopotential number by the normal gravity value computed on the
 DH2406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2406.degrees latitude (g = 980.6199 gals.).
 DH2406
 DH2406.The modeled gravity was interpolated from observed gravity values.
 DH2406
 DH2406;                    North         East    Units  Estimated Accuracy
 DH2406;SPC AL W     -   418,650.      663,550.      MT  (+/- 180 meters Scaled)
 DH2406
 DH2406                          SUPERSEDED SURVEY CONTROL
 DH2406
 DH2406.No superseded survey control is available for this station.
 DH2406
 DH2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC172371(NAD 83)
 DH2406_MARKER: I = METAL ROD
 DH2406_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2406_SP_SET: STAINLESS STEEL ROD
 DH2406_STAMPING: A 474 X 1982
 DH2406_MARK LOGO: NGS   
 DH2406_PROJECTION: FLUSH
 DH2406_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2406+STABILITY: POSITION/ELEVATION WELL
 DH2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2406+SATELLITE: SATELLITE OBSERVATIONS - August 21, 2004
 DH2406_ROD/PIPE-DEPTH: 4.0  meters
 DH2406
 DH2406  HISTORY     - Date     Condition        Report By
 DH2406  HISTORY     - 1982     MONUMENTED       NGS
 DH2406  HISTORY     - 20040821 GOOD             GEOCAC
 DH2406
 DH2406                          STATION DESCRIPTION
 DH2406
 DH2406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2406'IN KIMBERLY.
 DH2406'IN WARRIOR, AT THE CHURCH OF GOD CHURCH, 21.8 METERS (71.5 FT)
 DH2406'EAST-NORTHEAST OF THE CENTERLINE OF NORTHBOUND LANE OF HIGHWAY 65 AND
 DH2406'31, 51.2 METERS (168.0 FT) NORTH-NORTHWEST OF THE SOUTHWEST CORNER OF
 DH2406'THE CHURCH, 6.5 METERS (21.5 FT) SOUTH-SOUTHEAST OF THE CENTER OF A
 DH2406'PAVED ROAD LEADING EAST, 2.4 METERS (8.0 FT) SOUTH OF POWERLINE POLE
 DH2406'NUMBER C 158, AND 0.7 METER (2.2 FT) WEST-SOUTHWEST OF POWERLINE POLE
 DH2406'NUMBER A 9029.  NOTE, DATUM POINT IS STAMPED A 474.
 DH2406'THE MARK IS 1.2 METERS  S FROM A WITNESS POST.
 DH2406'THE MARK IS 0.9 M BELOW HIGHWAY.
 DH2406
 DH2406                          STATION RECOVERY (2004)
 DH2406
 DH2406'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 DH2406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1314 ***********************************************************************
 EF1314  DESIGNATION -  A 476
 EF1314  PID         -  EF1314
 EF1314  STATE/COUNTY-  AL/JACKSON
 EF1314  USGS QUAD   -  PAINT ROCK (1982)
 EF1314
 EF1314                         *CURRENT SURVEY CONTROL
 EF1314  ___________________________________________________________________
 EF1314* NAD 83(1986)-  34 38 40.     (N)    086 15 16.     (W)     SCALED    
 EF1314* NAVD 88     -       191.868  (meters)     629.49   (feet)  ADJUSTED  
 EF1314  ___________________________________________________________________
 EF1314  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EF1314  DYNAMIC HT  -         191.674 (meters)     628.85  (feet)  COMP
 EF1314  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 EF1314
 EF1314  VERT ORDER  -  FIRST     CLASS II
 EF1314
 EF1314.The horizontal coordinates were scaled from a topographic map and have
 EF1314.an estimated accuracy of +/- 6 seconds.
 EF1314
 EF1314.The orthometric height was determined by differential leveling
 EF1314.and adjusted by the National Geodetic Survey in June 1991..
 EF1314
 EF1314.The geoid height was determined by GEOID03.
 EF1314
 EF1314.The dynamic height is computed by dividing the NAVD 88
 EF1314.geopotential number by the normal gravity value computed on the
 EF1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1314.degrees latitude (g = 980.6199 gals.).
 EF1314
 EF1314.The modeled gravity was interpolated from observed gravity values.
 EF1314
 EF1314;                    North         East    Units  Estimated Accuracy
 EF1314;SPC AL E     -   459,670.      161,390.      MT  (+/- 180 meters Scaled)
 EF1314
 EF1314                          SUPERSEDED SURVEY CONTROL
 EF1314
 EF1314.No superseded survey control is available for this station.
 EF1314
 EF1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED683338(NAD 83)
 EF1314_MARKER: DB = BENCH MARK DISK
 EF1314_SETTING: 66 = SET IN ROCK OUTCROP
 EF1314_SP_SET: ROCK OUTCROP
 EF1314_STAMPING: A 476 1983
 EF1314_MARK LOGO: NGS   
 EF1314_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1314+STABILITY: POSITION/ELEVATION WELL
 EF1314
 EF1314  HISTORY     - Date     Condition        Report By
 EF1314  HISTORY     - 1983     MONUMENTED       NGS
 EF1314
 EF1314                          STATION DESCRIPTION
 EF1314
 EF1314'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1314'2.7 KM (1.7 MI) EAST FROM WOODVILLE.
 EF1314'2.7 KM (1.7 MI) EASTERLY ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 EF1314'IN WOODVILLE, SET IN A MASSIVE ROCK OUTCROP, 8.69 METERS (28.5 FT)
 EF1314'SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 35, 23.77 METERS
 EF1314'(78.0 FT) SOUTHWEST OF THE SOUTHWEST EDGE OF THE SOUTHEAST WINGWALL OF
 EF1314'A SMALL CULVERT UNDER THE HIGHWAY, AND 7.31 METERS (24.0 FT) NORTH OF
 EF1314'A 36-INCH OAK TREE (SLOPE DISTANCE).
 EF1314'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 EF1314'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1331 ***********************************************************************
 EF1331  DESIGNATION -  A 477
 EF1331  PID         -  EF1331
 EF1331  STATE/COUNTY-  AL/MORGAN
 EF1331  USGS QUAD   -  DECATUR (1982)
 EF1331
 EF1331                         *CURRENT SURVEY CONTROL
 EF1331  ___________________________________________________________________
 EF1331* NAD 83(1986)-  34 37 21.     (N)    086 59 45.     (W)     SCALED    
 EF1331* NAVD 88     -       172.802  (meters)     566.93   (feet)  ADJUSTED  
 EF1331  ___________________________________________________________________
 EF1331  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EF1331  DYNAMIC HT  -         172.635 (meters)     566.39  (feet)  COMP
 EF1331  MODELED GRAV-     979,666.6   (mgal)                       NAVD 88
 EF1331
 EF1331  VERT ORDER  -  FIRST     CLASS II
 EF1331
 EF1331.The horizontal coordinates were scaled from a topographic map and have
 EF1331.an estimated accuracy of +/- 6 seconds.
 EF1331
 EF1331.The orthometric height was determined by differential leveling
 EF1331.and adjusted by the National Geodetic Survey in June 1991..
 EF1331
 EF1331.The geoid height was determined by GEOID03.
 EF1331
 EF1331.The dynamic height is computed by dividing the NAVD 88
 EF1331.geopotential number by the normal gravity value computed on the
 EF1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1331.degrees latitude (g = 980.6199 gals.).
 EF1331
 EF1331.The modeled gravity was interpolated from observed gravity values.
 EF1331
 EF1331;                    North         East    Units  Estimated Accuracy
 EF1331;SPC AL W     -   512,680.      646,230.      MT  (+/- 180 meters Scaled)
 EF1331
 EF1331                          SUPERSEDED SURVEY CONTROL
 EF1331
 EF1331.No superseded survey control is available for this station.
 EF1331
 EF1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED003311(NAD 83)
 EF1331_MARKER: I = METAL ROD
 EF1331_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1331_SP_SET: STAINLESS STEEL ROD
 EF1331_STAMPING: A 477 1983
 EF1331_MARK LOGO: NGS   
 EF1331_PROJECTION: RECESSED 3 CENTIMETERS
 EF1331_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1331_ROD/PIPE-DEPTH: 11.0 meters
 EF1331
 EF1331  HISTORY     - Date     Condition        Report By
 EF1331  HISTORY     - 1983     MONUMENTED       NGS
 EF1331  HISTORY     - 20050218 GOOD             INDIV
 EF1331
 EF1331                          STATION DESCRIPTION
 EF1331
 EF1331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1331'2.7 KM (1.7 MI) WEST FROM DECATUR.
 EF1331'0.65 KM (0.4 MI) NORTH ALONG WELL STREET NORTHEAST FROM THE POST
 EF1331'OFFICE IN DECATUR, THENCE 2.1 KM (1.3 MI) WEST ALONG U.S. HIGHWAY 72
 EF1331'ALTERNATE, IN THE NORTH LAWN AT THE LAKEVIEW ELEMENTARY SCHOOL, SET
 EF1331'NEAR THE CENTER OF A GRASSY TRIANGLE FORMED BY SIDEWALKS, 24.1 METERS
 EF1331'(79.0 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES OF THE
 EF1331'HIGHWAY, 1.1 METERS (3.5 FT) SOUTH OF A FLAGPOLE, 1.8 METERS (6.0 FT)
 EF1331'NORTH OF THE NORTH EDGE OF AN EAST-WEST SIDEWALK, 6.7 METERS (22.0 FT)
 EF1331'SOUTHEAST OF A CURB, 14.8 METERS (48.5 FT) NORTH OF THE NORTHERNMOST
 EF1331'FACE OF THE SCHOOL BUILDING, 5.5 METERS (18.0 FT) EAST OF A 31
 EF1331'CENTIMETER (12 INCH) SYCAMORE TREE, AND 5.5 METERS (18.0 FT) WEST OF A
 EF1331'31 CENTIMETER (12 INCH) SYCAMORE TREE.
 EF1331'THE MARK IS 0.3 M ABOVE HIGHWAY.
 EF1331
 EF1331                          STATION RECOVERY (2005)
 EF1331
 EF1331'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RSE)
 EF1331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1359 ***********************************************************************
 EF1359  DESIGNATION -  A 478
 EF1359  PID         -  EF1359
 EF1359  STATE/COUNTY-  AL/COLBERT
 EF1359  USGS QUAD   -  LEIGHTON (1971)
 EF1359
 EF1359                         *CURRENT SURVEY CONTROL
 EF1359  ___________________________________________________________________
 EF1359* NAD 83(1986)-  34 41 59.     (N)    087 34 51.     (W)     SCALED    
 EF1359* NAVD 88     -       162.442  (meters)     532.95   (feet)  ADJUSTED  
 EF1359  ___________________________________________________________________
 EF1359  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EF1359  DYNAMIC HT  -         162.287 (meters)     532.44  (feet)  COMP
 EF1359  MODELED GRAV-     979,681.6   (mgal)                       NAVD 88
 EF1359
 EF1359  VERT ORDER  -  FIRST     CLASS II
 EF1359
 EF1359.The horizontal coordinates were scaled from a topographic map and have
 EF1359.an estimated accuracy of +/- 6 seconds.
 EF1359
 EF1359.The orthometric height was determined by differential leveling
 EF1359.and adjusted by the National Geodetic Survey in June 1991..
 EF1359
 EF1359.The geoid height was determined by GEOID03.
 EF1359
 EF1359.The dynamic height is computed by dividing the NAVD 88
 EF1359.geopotential number by the normal gravity value computed on the
 EF1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1359.degrees latitude (g = 980.6199 gals.).
 EF1359
 EF1359.The modeled gravity was interpolated from observed gravity values.
 EF1359
 EF1359;                    North         East    Units  Estimated Accuracy
 EF1359;SPC AL W     -   521,140.      592,600.      MT  (+/- 180 meters Scaled)
 EF1359
 EF1359                          SUPERSEDED SURVEY CONTROL
 EF1359
 EF1359.No superseded survey control is available for this station.
 EF1359
 EF1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD468398(NAD 83)
 EF1359_MARKER: I = METAL ROD
 EF1359_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1359_SP_SET: STAINLESS STEEL ROD
 EF1359_STAMPING: A 478 1983
 EF1359_MARK LOGO: NGS   
 EF1359_PROJECTION: FLUSH
 EF1359_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1359_ROD/PIPE-DEPTH: 6.1  meters
 EF1359
 EF1359  HISTORY     - Date     Condition        Report By
 EF1359  HISTORY     - 1983     MONUMENTED       NGS
 EF1359
 EF1359                          STATION DESCRIPTION
 EF1359
 EF1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1359'4.8 KM (3.0 MI) WEST FROM LEIGHTON.
 EF1359'4.8 KM (3.0 MI) WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 EF1359'COUNTY LINE ROAD IN LEIGHTON, AT THE GLENDALE CEMETERY, 15.73 METERS
 EF1359'(51.6 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY, 63.70 METERS
 EF1359'(209.0 FT) EAST OF THE CENTERLINE OF COUNTY ROAD 61, 3.14 METERS
 EF1359'(10.3 FT) WEST OF THE CENTER OF THE DRIVE LEADING TO CEMETERY, AND
 EF1359'0.70 METER (2.3 FT) SOUTH OF THE WESTERNMOST ONE OF TWO BRICK ENTRANCE
 EF1359'MARKERS.  NOTE, ROD ANCHORED.
 EF1359'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 EF1359'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1478 ***********************************************************************
 EE1478  DESIGNATION -  A 479
 EE1478  PID         -  EE1478
 EE1478  STATE/COUNTY-  AL/JACKSON
 EE1478  USGS QUAD   -  HOLLYWOOD (1980)
 EE1478
 EE1478                         *CURRENT SURVEY CONTROL
 EE1478  ___________________________________________________________________
 EE1478* NAD 83(1986)-  34 42 46.     (N)    085 58 00.     (W)     SCALED    
 EE1478* NAVD 88     -       196.327  (meters)     644.12   (feet)  ADJUSTED  
 EE1478  ___________________________________________________________________
 EE1478  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE1478  DYNAMIC HT  -         196.132 (meters)     643.48  (feet)  COMP
 EE1478  MODELED GRAV-     979,640.5   (mgal)                       NAVD 88
 EE1478
 EE1478  VERT ORDER  -  FIRST     CLASS II
 EE1478
 EE1478.The horizontal coordinates were scaled from a topographic map and have
 EE1478.an estimated accuracy of +/- 6 seconds.
 EE1478
 EE1478.The orthometric height was determined by differential leveling
 EE1478.and adjusted by the National Geodetic Survey in June 1991..
 EE1478
 EE1478.The geoid height was determined by GEOID03.
 EE1478
 EE1478.The dynamic height is computed by dividing the NAVD 88
 EE1478.geopotential number by the normal gravity value computed on the
 EE1478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1478.degrees latitude (g = 980.6199 gals.).
 EE1478
 EE1478.The modeled gravity was interpolated from observed gravity values.
 EE1478
 EE1478;                    North         East    Units  Estimated Accuracy
 EE1478;SPC AL E     -   467,180.      187,790.      MT  (+/- 180 meters Scaled)
 EE1478
 EE1478                          SUPERSEDED SURVEY CONTROL
 EE1478
 EE1478.No superseded survey control is available for this station.
 EE1478
 EE1478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED946416(NAD 83)
 EE1478_MARKER: I = METAL ROD
 EE1478_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1478_SP_SET: STAINLESS STEEL ROD
 EE1478_STAMPING: A 479 1983
 EE1478_MARK LOGO: NGS   
 EE1478_PROJECTION: FLUSH
 EE1478_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1478_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1478+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 EE1478_ROD/PIPE-DEPTH: 9.8  meters
 EE1478
 EE1478  HISTORY     - Date     Condition        Report By
 EE1478  HISTORY     - 1983     MONUMENTED       NGS
 EE1478  HISTORY     - 20050224 GOOD             INDIV
 EE1478
 EE1478                          STATION DESCRIPTION
 EE1478
 EE1478'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1478'0.9 KM (0.55 MI) SW FROM HOLLYWOOD.
 EE1478'0.9 KM (0.55 MI) SOUTHWEST ALONG U.S. HIGHWAY 72 FROM THE POST OFFICE
 EE1478'IN HOLLYWOOD, SET AT THE PINEHAVEN MEMORIAL GARDENS CEMETERY,
 EE1478'52.30 METERS (171.6 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S.
 EE1478'HIGHWAY 72 EASTBOUND, 20.91 METERS (68.6 FT) NORTH OF THE NORTHWEST
 EE1478'EDGE OF A GRAVE SITE MONUMENT LABELED WARD, 20.42 METERS (67.0 FT)
 EE1478'NORTHWEST OF THE SOUTHWEST EDGE OF A GRAVE SITE MONUMENT LABELED
 EE1478'HARRISON, 10.97 METERS (36.0 FT) EAST-NORTHEAST OF THE CENTER OF A
 EE1478'GRAVEL ROAD ENTRANCE TO THE CEMETERY, AND 1.92 METERS (6.3 FT)
 EE1478'NORTH-NORTHWEST OF A FLAGPOLE.
 EE1478'THE MARK IS 0.6 M ABOVE HIGHWAY.
 EE1478
 EE1478                          STATION RECOVERY (2005)
 EE1478
 EE1478'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RSE)
 EE1478'COVER LID HINGE HAS BEEN HIT BY A LAWNMOWER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0427 ***********************************************************************
 EF0427  DESIGNATION -  A 48
 EF0427  PID         -  EF0427
 EF0427  STATE/COUNTY-  AL/CULLMAN
 EF0427  USGS QUAD   -  CULLMAN (1983)
 EF0427
 EF0427                         *CURRENT SURVEY CONTROL
 EF0427  ___________________________________________________________________
 EF0427* NAD 83(1986)-  34 10 33.     (N)    086 50 28.     (W)     SCALED    
 EF0427* NAVD 88     -       246.954  (meters)     810.21   (feet)  ADJUSTED  
 EF0427  ___________________________________________________________________
 EF0427  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EF0427  DYNAMIC HT  -         246.697 (meters)     809.37  (feet)  COMP
 EF0427  MODELED GRAV-     979,588.2   (mgal)                       NAVD 88
 EF0427
 EF0427  VERT ORDER  -  FIRST     CLASS II
 EF0427
 EF0427.The horizontal coordinates were scaled from a topographic map and have
 EF0427.an estimated accuracy of +/- 6 seconds.
 EF0427
 EF0427.The orthometric height was determined by differential leveling
 EF0427.and adjusted by the National Geodetic Survey in June 1991..
 EF0427
 EF0427.The geoid height was determined by GEOID03.
 EF0427
 EF0427.The dynamic height is computed by dividing the NAVD 88
 EF0427.geopotential number by the normal gravity value computed on the
 EF0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0427.degrees latitude (g = 980.6199 gals.).
 EF0427
 EF0427.The modeled gravity was interpolated from observed gravity values.
 EF0427
 EF0427;                    North         East    Units  Estimated Accuracy
 EF0427;SPC AL W     -   463,220.      660,740.      MT  (+/- 180 meters Scaled)
 EF0427
 EF0427                          SUPERSEDED SURVEY CONTROL
 EF0427
 EF0427.No superseded survey control is available for this station.
 EF0427
 EF0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC146816(NAD 83)
 EF0427_MARKER: DB = BENCH MARK DISK
 EF0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0427_MARK LOGO: CGS   
 EF0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0427+STABILITY: SURFACE MOTION
 EF0427
 EF0427  HISTORY     - Date     Condition        Report By
 EF0427  HISTORY     - 1934     MONUMENTED       CGS
 EF0427  HISTORY     - 1947     GOOD             NGS
 EF0427  HISTORY     - 1982     GOOD             NGS
 EF0427
 EF0427                          STATION DESCRIPTION
 EF0427
 EF0427'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0427'IN CULLMAN.
 EF0427'IN THE SOUTHWEST CORNER OF THE POST OFFICE YARD IN CULLMAN, ALA..  12
 EF0427'FT. SOUTHWEST OF THE BUILDING.  1 FT. NORTHEAST OF THE SOUTHWEST
 EF0427'CORNER OF THE CURB ABOUT THE YARD.
 EF0427
 EF0427                          STATION RECOVERY (1947)
 EF0427
 EF0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 EF0427'RECOVERED IN GOOD CONDITION.
 EF0427
 EF0427                          STATION RECOVERY (1982)
 EF0427
 EF0427'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0427'RECOVERED IN GOOD CONDITION, NOTE, POST OFFICE BUILDING IS NOW THE
 EF0427'CITY BOARD OF EDUCATION BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0418 ***********************************************************************
 EF0418  DESIGNATION -  A 48 X
 EF0418  PID         -  EF0418
 EF0418  STATE/COUNTY-  AL/CULLMAN
 EF0418  USGS QUAD   -  EVA (1975)
 EF0418
 EF0418                         *CURRENT SURVEY CONTROL
 EF0418  ___________________________________________________________________
 EF0418* NAD 83(1986)-  34 15 09.     (N)    086 52 03.     (W)     SCALED    
 EF0418* NAVD 88     -       265.101  (meters)     869.75   (feet)  POSTED    
 EF0418  ___________________________________________________________________
 EF0418  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 EF0418  DYNAMIC HT  -         264.830 (meters)     868.86  (feet)  COMP
 EF0418  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 EF0418
 EF0418  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0418
 EF0418.The horizontal coordinates were scaled from a topographic map and have
 EF0418.an estimated accuracy of +/- 6 seconds.
 EF0418
 EF0418.The orthometric height was determined by differential leveling
 EF0418.and adjusted by the National Geodetic Survey in 1992..
 EF0418.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0418.rate of 0.0 thru 1.0 mm/km.
 EF0418
 EF0418.The geoid height was determined by GEOID03.
 EF0418
 EF0418.The dynamic height is computed by dividing the NAVD 88
 EF0418.geopotential number by the normal gravity value computed on the
 EF0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0418.degrees latitude (g = 980.6199 gals.).
 EF0418
 EF0418.The modeled gravity was interpolated from observed gravity values.
 EF0418
 EF0418;                    North         East    Units  Estimated Accuracy
 EF0418;SPC AL W     -   471,710.      658,260.      MT  (+/- 180 meters Scaled)
 EF0418
 EF0418                          SUPERSEDED SURVEY CONTROL
 EF0418
 EF0418  NGVD 29 (??/??/92)  265.044  (m)          869.57   (f) ADJ UNCH    1 2
 EF0418
 EF0418.Superseded values are not recommended for survey control.
 EF0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0418.See file dsdata.txt to determine how the superseded data were derived.
 EF0418
 EF0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC122901(NAD 83)
 EF0418_MARKER: DB = BENCH MARK DISK
 EF0418_SETTING: 80 = SET IN A BOULDER
 EF0418_SP_SET: BOULDER
 EF0418_STAMPING: A 48 X 1934
 EF0418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0418+STABILITY: SURFACE MOTION
 EF0418
 EF0418  HISTORY     - Date     Condition        Report By
 EF0418  HISTORY     - 1934     MONUMENTED       CGS
 EF0418  HISTORY     - 1944     GOOD             NGS
 EF0418  HISTORY     - 1950     GOOD             NGS
 EF0418  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0418
 EF0418                          STATION DESCRIPTION
 EF0418
 EF0418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF0418'5.5 MI N FROM CULLMAN.
 EF0418'ABOUT 5.5 MILES NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0418'FROM THE STATION AT CULLMAN, ABOUT 0.4 MILE NORTH OF THE VINEMONT
 EF0418'SIDING, 0.1 MILE NORTH OF MILE-POST 334, 20.0 WEST OF AND ABOUT 4.0
 EF0418'FEET BELOW THE CENTER LINE OF THE WEST TRACK, AND SET HORIZONTALLY IN
 EF0418'THE TOP OF A LARGE SANDSTONE BOULDER.
 EF0418
 EF0418                          STATION RECOVERY (1950)
 EF0418
 EF0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0418'RECOVERED IN GOOD CONDITION.
 EF0418
 EF0418                          STATION RECOVERY (1982)
 EF0418
 EF0418'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0418'NOT RECOVERED.  PROBABLY COVERED OVER WITH HEAVY UNDERBRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1503 ***********************************************************************
 EE1503  DESIGNATION -  A 480
 EE1503  PID         -  EE1503
 EE1503  STATE/COUNTY-  AL/JACKSON
 EE1503  USGS QUAD   -  BRIDGEPORT (1983)
 EE1503
 EE1503                         *CURRENT SURVEY CONTROL
 EE1503  ___________________________________________________________________
 EE1503* NAD 83(1986)-  34 55 41.     (N)    085 44 06.     (W)     SCALED    
 EE1503* NAVD 88     -       218.761  (meters)     717.72   (feet)  ADJUSTED  
 EE1503  ___________________________________________________________________
 EE1503  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE1503  DYNAMIC HT  -         218.547 (meters)     717.02  (feet)  COMP
 EE1503  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EE1503
 EE1503  VERT ORDER  -  FIRST     CLASS II
 EE1503
 EE1503.The horizontal coordinates were scaled from a topographic map and have
 EE1503.an estimated accuracy of +/- 6 seconds.
 EE1503
 EE1503.The orthometric height was determined by differential leveling
 EE1503.and adjusted by the National Geodetic Survey in June 1991..
 EE1503
 EE1503.The geoid height was determined by GEOID03.
 EE1503
 EE1503.The dynamic height is computed by dividing the NAVD 88
 EE1503.geopotential number by the normal gravity value computed on the
 EE1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1503.degrees latitude (g = 980.6199 gals.).
 EE1503
 EE1503.The modeled gravity was interpolated from observed gravity values.
 EE1503
 EE1503;                    North         East    Units  Estimated Accuracy
 EE1503;SPC AL E     -   491,050.      208,980.      MT  (+/- 180 meters Scaled)
 EE1503
 EE1503                          SUPERSEDED SURVEY CONTROL
 EE1503
 EE1503.No superseded survey control is available for this station.
 EE1503
 EE1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD155657(NAD 83)
 EE1503_MARKER: I = METAL ROD
 EE1503_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EE1503+WITH SETTING: INFORMATION.
 EE1503_SP_SET: SHALLOW SET METAL ROD
 EE1503_STAMPING: A 480 1983
 EE1503_MARK LOGO: NGS   
 EE1503_PROJECTION: FLUSH
 EE1503_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1503_ROD/PIPE-DEPTH: 2.4  meters
 EE1503
 EE1503  HISTORY     - Date     Condition        Report By
 EE1503  HISTORY     - 1983     MONUMENTED       NGS
 EE1503
 EE1503                          STATION DESCRIPTION
 EE1503
 EE1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1503'2.7 KM (1.7 MI) SW FROM BRIDGEPORT.
 EE1503'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG A PAVED ROAD (DIAMOND AVENUE)
 EE1503'FROM THE CHURCH OF CHRIST CHURCH IN BRIDGEPORT, THENCE 2.7 KM
 EE1503'(1.65 MI) SOUTHWESTERLY ALONG U.S. HIGHWAY 72, ALSO 0.2 KM (0.15 MI)
 EE1503'SOUTHWESTERLY ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF COUNTY ROADS
 EE1503'96 AND 91, 12.95 METERS (42.5 FT) SOUTH-SOUTHEAST OF THE CENTERLINE OF
 EE1503'THE HIGHWAY, 34.04 METERS (111.7 FT) WEST-SOUTHWEST OF THE NORTHWEST
 EE1503'CORNER OF A SMALL HOUSE, 22.10 METERS (72.5 FT) EAST-NORTHEAST OF THE
 EE1503'CENTER OF A GRAVEL ROAD LEADING SOUTH, AND 1.68 METERS (5.5 FT) EAST
 EE1503'OF POWERLINE POLE NUMBER 3464 WITH TRANSFORMER.  NOTE, THE ROD WAS
 EE1503'DRIVEN TO REFUSAL.
 EE1503'THE MARK IS 0.6 METERS  SSE FROM A WITNESS POST.
 EE1503'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1381 ***********************************************************************
 EF1381  DESIGNATION -  A 481
 EF1381  PID         -  EF1381
 EF1381  STATE/COUNTY-  AL/COLBERT
 EF1381  USGS QUAD   -  TUSCUMBIA (1971)
 EF1381
 EF1381                         *CURRENT SURVEY CONTROL
 EF1381  ___________________________________________________________________
 EF1381* NAD 83(1986)-  34 44 59.     (N)    087 41 56.     (W)     SCALED    
 EF1381* NAVD 88     -       149.306  (meters)     489.85   (feet)  ADJUSTED  
 EF1381  ___________________________________________________________________
 EF1381  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EF1381  DYNAMIC HT  -         149.163 (meters)     489.38  (feet)  COMP
 EF1381  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 EF1381
 EF1381  VERT ORDER  -  FIRST     CLASS II
 EF1381
 EF1381.The horizontal coordinates were scaled from a topographic map and have
 EF1381.an estimated accuracy of +/- 6 seconds.
 EF1381
 EF1381.The orthometric height was determined by differential leveling
 EF1381.and adjusted by the National Geodetic Survey in June 1991..
 EF1381
 EF1381.The geoid height was determined by GEOID03.
 EF1381
 EF1381.The dynamic height is computed by dividing the NAVD 88
 EF1381.geopotential number by the normal gravity value computed on the
 EF1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1381.degrees latitude (g = 980.6199 gals.).
 EF1381
 EF1381.The modeled gravity was interpolated from observed gravity values.
 EF1381
 EF1381;                    North         East    Units  Estimated Accuracy
 EF1381;SPC AL W     -   526,700.      581,790.      MT  (+/- 180 meters Scaled)
 EF1381
 EF1381                          SUPERSEDED SURVEY CONTROL
 EF1381
 EF1381.No superseded survey control is available for this station.
 EF1381
 EF1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD360455(NAD 83)
 EF1381_MARKER: I = METAL ROD
 EF1381_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1381_SP_SET: STAINLESS STEEL ROD
 EF1381_STAMPING: A 481 1983
 EF1381_MARK LOGO: NGS   
 EF1381_PROJECTION: FLUSH
 EF1381_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1381_ROD/PIPE-DEPTH: 9.75 meters
 EF1381
 EF1381  HISTORY     - Date     Condition        Report By
 EF1381  HISTORY     - 1983     MONUMENTED       NGS
 EF1381
 EF1381                          STATION DESCRIPTION
 EF1381
 EF1381'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1381'IN SHEFFIELD.
 EF1381'IN SHEFFIELD, 0.1 KM (0.05 MI) SOUTH ALONG COLUMBIA AVENUE TO THE
 EF1381'JUNCTION OF BUSINESS ROUTES 43 AND 72, THENCE 0.2 KM (0.1 MI) WEST
 EF1381'ALONG THE BUSINESS ROUTES TO THE JUNCTION OF MONTGOMERY AVENUE, THENCE
 EF1381'1.1 KM (0.7 MI) SOUTH TO THE DENTAL CENTER AND THE MARK ON THE RIGHT,
 EF1381'0.1 KM (0.05 MI) NORTH ALONG MONTGOMERY AVENUE FROM THE JUNCTION OF
 EF1381'MOSES STREET TO THE MARK ON THE LEFT, 13.08 METERS (42.9 FT) WEST OF
 EF1381'THE CENTERLINE OF MONTGOMERY AVENUE, 31.46 METERS (103.2 FT) NORTHEAST
 EF1381'OF THE NORTHEAST CORNER OF A BRICK BUILDING (AT PRESENT TIME THE
 EF1381'DENTAL CENTER), 12.1 METERS (39.7 FT) SOUTH OF A FIRE HYDRANT,
 EF1381'11.58 METERS (38.0 FT) SOUTH OF A METAL LIGHT POLE, 11.31 METERS
 EF1381'(37.1 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A STONE BUILDING (AT
 EF1381'PRESENT TIME MONASCOS CONCRETE ARTWORKS), 3.14 METERS (10.3 FT)
 EF1381'WEST-NORTHWEST OF A POWERLINE POLE, AND 0.30 METERS (1.0 FT) SOUTH OF
 EF1381'A CHAIN LINK FENCE.
 EF1381'THE MARK IS 0.61 METERS  W FROM A WITNESS POST.
 EF1381'THE MARK IS ABOVE LEVEL WITH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1722 ***********************************************************************
 BH1722  DESIGNATION -  A 482
 BH1722  PID         -  BH1722
 BH1722  STATE/COUNTY-  AL/MOBILE
 BH1722  USGS QUAD   -  THEODORE (1982)
 BH1722
 BH1722                         *CURRENT SURVEY CONTROL
 BH1722  ___________________________________________________________________
 BH1722* NAD 83(1986)-  30 32 48.     (N)    088 10 26.     (W)     SCALED    
 BH1722* NAVD 88     -        17.566  (meters)      57.63   (feet)  ADJUSTED  
 BH1722  ___________________________________________________________________
 BH1722  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BH1722  DYNAMIC HT  -          17.543 (meters)      57.56  (feet)  COMP
 BH1722  MODELED GRAV-     979,325.4   (mgal)                       NAVD 88
 BH1722
 BH1722  VERT ORDER  -  FIRST     CLASS II
 BH1722
 BH1722.The horizontal coordinates were scaled from a topographic map and have
 BH1722.an estimated accuracy of +/- 6 seconds.
 BH1722
 BH1722.The orthometric height was determined by differential leveling
 BH1722.and adjusted by the National Geodetic Survey in June 1991..
 BH1722
 BH1722.The geoid height was determined by GEOID03.
 BH1722
 BH1722.The dynamic height is computed by dividing the NAVD 88
 BH1722.geopotential number by the normal gravity value computed on the
 BH1722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1722.degrees latitude (g = 980.6199 gals.).
 BH1722
 BH1722.The modeled gravity was interpolated from observed gravity values.
 BH1722
 BH1722;                    North         East    Units  Estimated Accuracy
 BH1722;SPC AL W     -    60,790.      535,340.      MT  (+/- 180 meters Scaled)
 BH1722
 BH1722                          SUPERSEDED SURVEY CONTROL
 BH1722
 BH1722  NGVD 29 (06/24/99)   17.522  (m)           57.49   (f) ADJUSTED    1 2
 BH1722
 BH1722.Superseded values are not recommended for survey control.
 BH1722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1722.See file dsdata.txt to determine how the superseded data were derived.
 BH1722
 BH1722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU874799(NAD 83)
 BH1722_MARKER: I = METAL ROD
 BH1722_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH1722_SP_SET: STAINLESS STEEL ROD
 BH1722_STAMPING: A 482 1984
 BH1722_MARK LOGO: NGS   
 BH1722_PROJECTION: FLUSH
 BH1722_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1722+STABILITY: POSITION/ELEVATION WELL
 BH1722_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH1722+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 BH1722_ROD/PIPE-DEPTH: 36.6 meters
 BH1722
 BH1722  HISTORY     - Date     Condition        Report By
 BH1722  HISTORY     - 1984     MONUMENTED       NGS
 BH1722  HISTORY     - 20040901 GOOD             JCLS
 BH1722
 BH1722                          STATION DESCRIPTION
 BH1722
 BH1722'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1722'IN THEODORE.
 BH1722'IN THEODORE, AT THE CROSSING OF COUNTY ROAD 59 AND THE LOUISVILLE AND
 BH1722'NASHVILLE RAILROAD, AT THE EXTREME SOUTHEAST CORNER OF THE PROPERTY OF
 BH1722'TRUE VALUE HARDWARE COMPANY, INSIDE OF A SECURITY FENCED AREA, 0.16 KM
 BH1722'(0.1 MI) SOUTHEAST ALONG COUNTY ROAD 59 FROM THE JUNCTION OF U.S.
 BH1722'HIGHWAY 90, 0.4 KM (0.25 MI) NORTHWEST OF THE FIRST BAPTIST CHURCH,
 BH1722'11.2 METERS (36.6 FT) NORTHEAST OF THE CENTERLINE OF THE ROAD,
 BH1722'18.5 METERS (60.7 FT) NORTHWEST OF THE NORTHWEST RAIL OF THE TRACKS,
 BH1722'2.3 METERS (7.5 FT) NORTH OF THE SECURITY FENCE CORNER POST,
 BH1722'1.9 METERS (6.3 FT) NORTHWEST OF THE FENCE, 1.7 METERS (5.5 FT)
 BH1722'NORTHEAST OF THE FENCE, 6.6 METERS (21.7 FT) SOUTHEAST OF THE CENTER
 BH1722'OF A SECURITY FENCE GATE AND DRIVEWAY, 23.2 METERS (76.0 FT)
 BH1722'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A PORCH OF A WHITE FRAME
 BH1722'TWO STORY HOUSE, AND 5.6 METERS (18.5 FT) EAST-NORTHEAST OF A
 BH1722'POWERLINE POLE.  NOTE, DRIVEN TO GRADUAL REFUSAL.
 BH1722'THE MARK IS 2.0 METERS  NE FROM A WITNESS POST.
 BH1722'THE MARK IS ABOVE LEVEL WITH ROAD.
 BH1722
 BH1722                          STATION RECOVERY (2004)
 BH1722
 BH1722'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 BH1722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4050 ***********************************************************************
 AB4050  DESIGNATION -  A 483
 AB4050  PID         -  AB4050
 AB4050  STATE/COUNTY-  AL/BALDWIN
 AB4050  USGS QUAD   -  FORT MORGAN (1982)
 AB4050
 AB4050                         *CURRENT SURVEY CONTROL
 AB4050  ___________________________________________________________________
 AB4050* NAD 83(1986)-  30 13 48.     (N)    088 01 20.     (W)     SCALED    
 AB4050* NAVD 88     -         1.620  (meters)       5.32   (feet)  ADJUSTED  
 AB4050  ___________________________________________________________________
 AB4050  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AB4050  DYNAMIC HT  -           1.618 (meters)       5.31  (feet)  COMP
 AB4050  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 AB4050
 AB4050  VERT ORDER  -  FIRST     CLASS II
 AB4050
 AB4050.The horizontal coordinates were scaled from a topographic map and have
 AB4050.an estimated accuracy of +/- 6 seconds.
 AB4050
 AB4050.The orthometric height was determined by differential leveling
 AB4050.and adjusted by the National Geodetic Survey in July 2002..
 AB4050
 AB4050.The geoid height was determined by GEOID03.
 AB4050
 AB4050.The dynamic height is computed by dividing the NAVD 88
 AB4050.geopotential number by the normal gravity value computed on the
 AB4050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4050.degrees latitude (g = 980.6199 gals.).
 AB4050
 AB4050.The modeled gravity was interpolated from observed gravity values.
 AB4050
 AB4050;                    North         East    Units  Estimated Accuracy
 AB4050;SPC AL W     -    25,610.      549,730.      MT  (+/- 180 meters Scaled)
 AB4050
 AB4050                          SUPERSEDED SURVEY CONTROL
 AB4050
 AB4050.No superseded survey control is available for this station.
 AB4050
 AB4050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU016447(NAD 83)
 AB4050_MARKER: I = METAL ROD
 AB4050_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4050_STAMPING: A 483 1996
 AB4050_MARK LOGO: NGS   
 AB4050_PROJECTION: FLUSH
 AB4050_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4050_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4050_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4050+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 AB4050_ROD/PIPE-DEPTH: 18.0 meters
 AB4050_SLEEVE-DEPTH  : 0.9 meters
 AB4050
 AB4050  HISTORY     - Date     Condition        Report By
 AB4050  HISTORY     - 1996     MONUMENTED       NGS
 AB4050  HISTORY     - 20030505 GOOD             USPSQD
 AB4050  HISTORY     - 20040507 GOOD             USPSQD
 AB4050  HISTORY     - 20050726 GOOD             USPSQD
 AB4050
 AB4050                          STATION DESCRIPTION
 AB4050
 AB4050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4050'33.5 KM (20.80 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4050'OF STATE HIGHWAY 59 IN GULF SHORES, 59.0 M (193.6 FT) EAST OF THE
 AB4050'HIGHWAY CENTERLINE, 46.7 M (153.2 FT) SOUTH OF THE HIGHWAY CENTERLINE,
 AB4050'37.3 M (122.4 FT) NORTH OF THE CENTER OF THE ENTRANCE DOORS LEADING
 AB4050'INTO THE FORT MORGAN MUSEUM, 19.3 M (63.3 FT) WEST OF THE CENTER OF A
 AB4050'GRAVELED ROAD, 11.5 M (37.7 FT) SOUTH OF A WITNESS POST AND A FENCE
 AB4050'ENCLOSING A LIGHT HOUSE, AND 0.3 M (1.0 FT) ABOVE THE LEVEL OF THE
 AB4050'HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO
 AB4050'CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A
 AB4050'MARK.
 AB4050
 AB4050                          STATION RECOVERY (2003)
 AB4050
 AB4050'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4050'RECOVERED IN GOOD CONDITION.
 AB4050
 AB4050                          STATION RECOVERY (2004)
 AB4050
 AB4050'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4050'RECOVERED IN GOOD CONDITION.
 AB4050
 AB4050                          STATION RECOVERY (2005)
 AB4050
 AB4050'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4050'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4086 ***********************************************************************
 AB4086  DESIGNATION -  A 484
 AB4086  PID         -  AB4086
 AB4086  STATE/COUNTY-  AL/BALDWIN
 AB4086  USGS QUAD   -  FOLEY (1980)
 AB4086
 AB4086                         *CURRENT SURVEY CONTROL
 AB4086  ___________________________________________________________________
 AB4086* NAD 83(1986)-  30 28 23.     (N)    087 40 56.     (W)     SCALED    
 AB4086* NAVD 88     -        30.401  (meters)      99.74   (feet)  ADJUSTED  
 AB4086  ___________________________________________________________________
 AB4086  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 AB4086  DYNAMIC HT  -          30.361 (meters)      99.61  (feet)  COMP
 AB4086  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 AB4086
 AB4086  VERT ORDER  -  FIRST     CLASS II
 AB4086
 AB4086.The horizontal coordinates were scaled from a topographic map and have
 AB4086.an estimated accuracy of +/- 6 seconds.
 AB4086
 AB4086.The orthometric height was determined by differential leveling
 AB4086.and adjusted by the National Geodetic Survey in July 2002..
 AB4086
 AB4086.The geoid height was determined by GEOID03.
 AB4086
 AB4086.The dynamic height is computed by dividing the NAVD 88
 AB4086.geopotential number by the normal gravity value computed on the
 AB4086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4086.degrees latitude (g = 980.6199 gals.).
 AB4086
 AB4086.The modeled gravity was interpolated from observed gravity values.
 AB4086
 AB4086;                    North         East    Units  Estimated Accuracy
 AB4086;SPC AL W     -    52,450.      582,500.      MT  (+/- 180 meters Scaled)
 AB4086
 AB4086                          SUPERSEDED SURVEY CONTROL
 AB4086
 AB4086.No superseded survey control is available for this station.
 AB4086
 AB4086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU345714(NAD 83)
 AB4086_MARKER: I = METAL ROD
 AB4086_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4086_STAMPING: A 484 1996
 AB4086_MARK LOGO: NGS   
 AB4086_PROJECTION: FLUSH
 AB4086_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4086_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4086+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AB4086_ROD/PIPE-DEPTH: 31.1 meters
 AB4086_SLEEVE-DEPTH  : 0.9 meters
 AB4086
 AB4086  HISTORY     - Date     Condition        Report By
 AB4086  HISTORY     - 1996     MONUMENTED       NGS
 AB4086  HISTORY     - 20040316 GOOD             USPSQD
 AB4086
 AB4086                          STATION DESCRIPTION
 AB4086
 AB4086'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4086'4.7 KM (2.90 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 AB4086'U.S. HIGHWAY 98 IN FOLEY, THENCE 2.7 KM (1.65 MI) NORTHERLY ALONG
 AB4086'COUNTY ROAD 73, 76.9 M (252.3 FT) EAST OF THE ROAD CENTERLINE, 14.0 M
 AB4086'(45.9 FT) WEST OF UTILITY POLE NUMBER 4 16 2 3000 WITH 3 TRANSFORMERS,
 AB4086'11.6 M (38.1 FT) SOUTH OF THE CENTERLINE OF COUNTY ROAD 32, 9.7 M
 AB4086'(31.8 FT) EAST OF A FENCE CORNER, 0.6 M (2.0 FT) NORTH OF A WITNESS
 AB4086'POST AND FENCE, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE ROAD.
 AB4086'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP. THE
 AB4086'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB4086
 AB4086                          STATION RECOVERY (2004)
 AB4086
 AB4086'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4086'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0179 ***********************************************************************
 EF0179  DESIGNATION -  A 49
 EF0179  PID         -  EF0179
 EF0179  STATE/COUNTY-  AL/MARSHALL
 EF0179  USGS QUAD   -  ALBERTVILLE (1983)
 EF0179
 EF0179                         *CURRENT SURVEY CONTROL
 EF0179  ___________________________________________________________________
 EF0179* NAD 83(1986)-  34 20 38.     (N)    086 14 08.     (W)     SCALED    
 EF0179* NAVD 88     -       225.337  (meters)     739.29   (feet)  ADJUSTED  
 EF0179  ___________________________________________________________________
 EF0179  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EF0179  DYNAMIC HT  -         225.100 (meters)     738.52  (feet)  COMP
 EF0179  MODELED GRAV-     979,577.8   (mgal)                       NAVD 88
 EF0179
 EF0179  VERT ORDER  -  SECOND    CLASS 0
 EF0179
 EF0179.The horizontal coordinates were scaled from a topographic map and have
 EF0179.an estimated accuracy of +/- 6 seconds.
 EF0179
 EF0179.The orthometric height was determined by differential leveling
 EF0179.and adjusted by the National Geodetic Survey in June 1991..
 EF0179
 EF0179.The geoid height was determined by GEOID03.
 EF0179
 EF0179.The dynamic height is computed by dividing the NAVD 88
 EF0179.geopotential number by the normal gravity value computed on the
 EF0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0179.degrees latitude (g = 980.6199 gals.).
 EF0179
 EF0179.The modeled gravity was interpolated from observed gravity values.
 EF0179
 EF0179;                    North         East    Units  Estimated Accuracy
 EF0179;SPC AL E     -   426,320.      162,990.      MT  (+/- 180 meters Scaled)
 EF0179
 EF0179                          SUPERSEDED SURVEY CONTROL
 EF0179
 EF0179  NGVD 29 (??/??/92)  225.309  (m)          739.20   (f) ADJ UNCH    2 0
 EF0179
 EF0179.Superseded values are not recommended for survey control.
 EF0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0179.See file dsdata.txt to determine how the superseded data were derived.
 EF0179
 EF0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED703005(NAD 83)
 EF0179_MARKER: DB = BENCH MARK DISK
 EF0179_SETTING: 66 = SET IN ROCK OUTCROP
 EF0179_SP_SET: BEDROCK
 EF0179_STAMPING: A 49 1934
 EF0179_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0179+STABILITY: POSITION/ELEVATION WELL
 EF0179
 EF0179  HISTORY     - Date     Condition        Report By
 EF0179  HISTORY     - 1934     MONUMENTED       CGS
 EF0179  HISTORY     - 1935     GOOD             LNRR
 EF0179
 EF0179                          STATION DESCRIPTION
 EF0179
 EF0179'DESCRIBED BY LOUISVILLE AND NASHVILLE RAILROAD 1935
 EF0179'4.0 MI SE FROM GUNTERSVILLE.
 EF0179'4.0 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 EF0179'GUNTERSVILLE, MARSHALL COUNTY, AT THE CROSSING OF A ROW OF TELEPHONE
 EF0179'POLES, 7 FEET EAST OF THE CENTERLINE OF THE TRACK, AND IN THE TOP OF
 EF0179'SANDSTONE BEDROCK ABOUT 3 FEET ABOVE THE GROUND.  A STANDARD DISK,
 EF0179'STAMPED A 49 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0048 ***********************************************************************
 DH0048  DESIGNATION -  A 5
 DH0048  PID         -  DH0048
 DH0048  STATE/COUNTY-  AL/ST CLAIR
 DH0048  USGS QUAD   -  ODENVILLE (1972)
 DH0048
 DH0048                         *CURRENT SURVEY CONTROL
 DH0048  ___________________________________________________________________
 DH0048* NAD 83(1986)-  33 40 39.     (N)    086 26 14.     (W)     SCALED    
 DH0048* NAVD 88     -       238.825  (meters)     783.54   (feet)  ADJUSTED  
 DH0048  ___________________________________________________________________
 DH0048  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH0048  DYNAMIC HT  -         238.563 (meters)     782.69  (feet)  COMP
 DH0048  MODELED GRAV-     979,534.3   (mgal)                       NAVD 88
 DH0048
 DH0048  VERT ORDER  -  FIRST     CLASS II
 DH0048
 DH0048.The horizontal coordinates were scaled from a topographic map and have
 DH0048.an estimated accuracy of +/- 6 seconds.
 DH0048
 DH0048.The orthometric height was determined by differential leveling
 DH0048.and adjusted by the National Geodetic Survey in June 1991..
 DH0048
 DH0048.The geoid height was determined by GEOID03.
 DH0048
 DH0048.The dynamic height is computed by dividing the NAVD 88
 DH0048.geopotential number by the normal gravity value computed on the
 DH0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0048.degrees latitude (g = 980.6199 gals.).
 DH0048
 DH0048.The modeled gravity was interpolated from observed gravity values.
 DH0048
 DH0048;                    North         East    Units  Estimated Accuracy
 DH0048;SPC AL E     -   352,500.      144,000.      MT  (+/- 180 meters Scaled)
 DH0048
 DH0048                          SUPERSEDED SURVEY CONTROL
 DH0048
 DH0048  NGVD 29 (??/??/92)  238.774  (m)          783.38   (f) ADJ UNCH    1 2
 DH0048
 DH0048.Superseded values are not recommended for survey control.
 DH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0048.See file dsdata.txt to determine how the superseded data were derived.
 DH0048
 DH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC521265(NAD 83)
 DH0048_MARKER: Z = SEE DESCRIPTION
 DH0048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0048+STABILITY: SURFACE MOTION
 DH0048
 DH0048  HISTORY     - Date     Condition        Report By
 DH0048  HISTORY     - UNK      MONUMENTED       CGS
 DH0048  HISTORY     - 1947     GOOD             NGS
 DH0048  HISTORY     - 1950     GOOD             NGS
 DH0048
 DH0048                          STATION DESCRIPTION
 DH0048
 DH0048'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0048'2.8 MI SW FROM ODENVILLE.
 DH0048'ABOUT 2.8 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 DH0048'STATION AT ODENVILLE, SET ON A SMALL KNOLL BETWEEN TWO FILLS, ABOUT 8
 DH0048'RAILS EAST OF A WHISTLE SIGN, 170 FET EAST OF THE CENTER LINE OF A
 DH0048'LARGE MASONRY STONE CULVERT, 30.9 FEET NORTH OF THE NORTH RAIL AND SET
 DH0048'ON THE TOP OF A CONCRETE POST PROJECTING ABOUT 15 INCHES, ABOUT 1 FOOT
 DH0048'ABOVE THE TRACK.
 DH0048
 DH0048                          STATION RECOVERY (1950)
 DH0048
 DH0048'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DH0048'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1226 ***********************************************************************
 EE1226  DESIGNATION -  A 50
 EE1226  PID         -  EE1226
 EE1226  STATE/COUNTY-  AL/DE KALB
 EE1226  USGS QUAD   -  KEENER (1983)
 EE1226
 EE1226                         *CURRENT SURVEY CONTROL
 EE1226  ___________________________________________________________________
 EE1226* NAD 83(1986)-  34 12 25.     (N)    085 54 09.     (W)     SCALED    
 EE1226* NAVD 88     -       228.106  (meters)     748.38   (feet)  ADJUSTED  
 EE1226  ___________________________________________________________________
 EE1226  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE1226  DYNAMIC HT  -         227.869 (meters)     747.60  (feet)  COMP
 EE1226  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 EE1226
 EE1226  VERT ORDER  -  SECOND    CLASS 0
 EE1226
 EE1226.The horizontal coordinates were scaled from a topographic map and have
 EE1226.an estimated accuracy of +/- 6 seconds.
 EE1226
 EE1226.The orthometric height was determined by differential leveling
 EE1226.and adjusted by the National Geodetic Survey in June 1991..
 EE1226
 EE1226.The geoid height was determined by GEOID03.
 EE1226
 EE1226.The dynamic height is computed by dividing the NAVD 88
 EE1226.geopotential number by the normal gravity value computed on the
 EE1226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1226.degrees latitude (g = 980.6199 gals.).
 EE1226
 EE1226.The modeled gravity was interpolated from observed gravity values.
 EE1226
 EE1226;                    North         East    Units  Estimated Accuracy
 EE1226;SPC AL E     -   411,060.      193,630.      MT  (+/- 180 meters Scaled)
 EE1226
 EE1226                          SUPERSEDED SURVEY CONTROL
 EE1226
 EE1226  NGVD 29 (??/??/92)  228.092  (m)          748.33   (f) ADJ UNCH    2 0
 EE1226
 EE1226.Superseded values are not recommended for survey control.
 EE1226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1226.See file dsdata.txt to determine how the superseded data were derived.
 EE1226
 EE1226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC011856(NAD 83)
 EE1226_MARKER: DB = BENCH MARK DISK
 EE1226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1226_STAMPING: A 50 1934
 EE1226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1226+STABILITY: SURFACE MOTION
 EE1226
 EE1226  HISTORY     - Date     Condition        Report By
 EE1226  HISTORY     - 1934     MONUMENTED       CGS
 EE1226  HISTORY     - 1943     GOOD             SOURR
 EE1226  HISTORY     - 1964     MARK NOT FOUND   NGS
 EE1226
 EE1226                          STATION DESCRIPTION
 EE1226
 EE1226'DESCRIBED BY SOUTHERN RAILROAD 1943
 EE1226'AT FLANDERS.
 EE1226'AT FLANDERS, DE KALB COUNTY, AT THE SOUTHERN RAILWAY STATION,
 EE1226'0.1 MILE SOUTH OF MILEPOST 70, AT A ROAD CROSSING, 10 YARDS
 EE1226'EAST OF THE CENTERLINE OF THE NORTH-BOUND TRACK, 6 YARDS SOUTH
 EE1226'OF THE CENTERLINE OF THE ROAD, AND 6 YARDS SOUTH OF A FENCE
 EE1226'CORNER.  A STANDARD DISK, STAMPED A 50 1934 AND SET IN THE TOP OF
 EE1226'A CONCRETE POST.
 EE1226
 EE1226                          STATION RECOVERY (1964)
 EE1226
 EE1226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EE1226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1091 ***********************************************************************
 EF1091  DESIGNATION -  A 51
 EF1091  PID         -  EF1091
 EF1091  STATE/COUNTY-  AL/COLBERT
 EF1091  USGS QUAD   -  TUSCUMBIA (1971)
 EF1091
 EF1091                         *CURRENT SURVEY CONTROL
 EF1091  ___________________________________________________________________
 EF1091* NAD 83(1986)-  34 43 55.     (N)    087 42 14.     (W)     SCALED    
 EF1091* NAVD 88     -       143.311  (meters)     470.18   (feet)  ADJUSTED  
 EF1091  ___________________________________________________________________
 EF1091  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EF1091  DYNAMIC HT  -         143.173 (meters)     469.73  (feet)  COMP
 EF1091  MODELED GRAV-     979,668.5   (mgal)                       NAVD 88
 EF1091
 EF1091  VERT ORDER  -  FIRST     CLASS II
 EF1091
 EF1091.The horizontal coordinates were scaled from a topographic map and have
 EF1091.an estimated accuracy of +/- 6 seconds.
 EF1091
 EF1091.The orthometric height was determined by differential leveling
 EF1091.and adjusted by the National Geodetic Survey in June 1991..
 EF1091
 EF1091.The geoid height was determined by GEOID03.
 EF1091
 EF1091.The dynamic height is computed by dividing the NAVD 88
 EF1091.geopotential number by the normal gravity value computed on the
 EF1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1091.degrees latitude (g = 980.6199 gals.).
 EF1091
 EF1091.The modeled gravity was interpolated from observed gravity values.
 EF1091
 EF1091;                    North         East    Units  Estimated Accuracy
 EF1091;SPC AL W     -   524,730.      581,330.      MT  (+/- 180 meters Scaled)
 EF1091
 EF1091                          SUPERSEDED SURVEY CONTROL
 EF1091
 EF1091  NGVD 29 (??/??/92)  143.284  (m)          470.09   (f) ADJ UNCH    1 2
 EF1091
 EF1091.Superseded values are not recommended for survey control.
 EF1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1091.See file dsdata.txt to determine how the superseded data were derived.
 EF1091
 EF1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD355435(NAD 83)
 EF1091_MARKER: DB = BENCH MARK DISK
 EF1091_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF1091_SP_SET: BUILDING
 EF1091_STAMPING: A 51 1934
 EF1091_MARK LOGO: CGS   
 EF1091_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1091
 EF1091  HISTORY     - Date     Condition        Report By
 EF1091  HISTORY     - 1934     MONUMENTED       CGS
 EF1091  HISTORY     - 1944     GOOD             NGS
 EF1091  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF1091  HISTORY     - 1982     GOOD             NGS
 EF1091
 EF1091                          STATION DESCRIPTION
 EF1091
 EF1091'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF1091'IN TUSCUMBIA.
 EF1091'BENCH MARK IS SET VERTICALLY IN THE FOUNDATION OF THE FIRST NATIONAL
 EF1091'BANK AT TUSCUMBIA, 2.0 FEET WEST OF THE NORTHEAST CORNER OF THE
 EF1091'BUILDING AND 0.5 FOOT ABOVE THE SIDEWALK.  A DISK SET IN A DRILL HOLE.
 EF1091'NOTE-- NEW WALL HAS BEEN ERECTED FOR BANK AND MARK MAY HAVE BEEN
 EF1091'COVERED.
 EF1091
 EF1091                          STATION RECOVERY (1973)
 EF1091
 EF1091'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1091'MARK NOT FOUND.
 EF1091
 EF1091                          STATION RECOVERY (1982)
 EF1091
 EF1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1091'RECOVERED IN GOOD CONDITION.  NOTE, BANK BUILDING IS BEING
 EF1091'RECONSTRUCTED, BUT FOUNDATION NOT INVOLVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0943 ***********************************************************************
 EF0943  DESIGNATION -  A 52
 EF0943  PID         -  EF0943
 EF0943  STATE/COUNTY-  AL/MARION
 EF0943  USGS QUAD   -  HALEYVILLE WEST (1982)
 EF0943
 EF0943                         *CURRENT SURVEY CONTROL
 EF0943  ___________________________________________________________________
 EF0943* NAD 83(1986)-  34 14 25.     (N)    087 39 21.     (W)     SCALED    
 EF0943* NAVD 88     -       250.999  (meters)     823.49   (feet)  ADJUSTED  
 EF0943  ___________________________________________________________________
 EF0943  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 EF0943  DYNAMIC HT  -         250.747 (meters)     822.66  (feet)  COMP
 EF0943  MODELED GRAV-     979,626.2   (mgal)                       NAVD 88
 EF0943
 EF0943  VERT ORDER  -  SECOND    CLASS 0
 EF0943
 EF0943.The horizontal coordinates were scaled from a topographic map and have
 EF0943.an estimated accuracy of +/- 6 seconds.
 EF0943
 EF0943.The orthometric height was determined by differential leveling
 EF0943.and adjusted by the National Geodetic Survey in June 1991..
 EF0943
 EF0943.The geoid height was determined by GEOID03.
 EF0943
 EF0943.The dynamic height is computed by dividing the NAVD 88
 EF0943.geopotential number by the normal gravity value computed on the
 EF0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0943.degrees latitude (g = 980.6199 gals.).
 EF0943
 EF0943.The modeled gravity was interpolated from observed gravity values.
 EF0943
 EF0943;                    North         East    Units  Estimated Accuracy
 EF0943;SPC AL W     -   470,180.      585,650.      MT  (+/- 180 meters Scaled)
 EF0943
 EF0943                          SUPERSEDED SURVEY CONTROL
 EF0943
 EF0943  NGVD 29 (??/??/92)  250.959  (m)          823.35   (f) ADJ UNCH    2 0
 EF0943
 EF0943.Superseded values are not recommended for survey control.
 EF0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0943.See file dsdata.txt to determine how the superseded data were derived.
 EF0943
 EF0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC396889(NAD 83)
 EF0943_MARKER: DB = BENCH MARK DISK
 EF0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0943+STABILITY: SURFACE MOTION
 EF0943
 EF0943  HISTORY     - Date     Condition        Report By
 EF0943  HISTORY     - UNK      MONUMENTED       CGS
 EF0943  HISTORY     - 1934     GOOD             NGS
 EF0943  HISTORY     - 1950     GOOD             TVA
 EF0943
 EF0943                          STATION DESCRIPTION
 EF0943
 EF0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0943'2.1 MI N FROM HALEYVILLE.
 EF0943'18 FT. EAST OF CENTER OF THE N.A.R.R. UNDER PHONE LINE.  27 FT. WEST
 EF0943'OF TEL. POLE NO. 3269.  5 1/2 RAILS SOUTH OF A DIM GRADE CROSSING.  17
 EF0943'1/2 RAILS SOUTH OF MILE POST NO. 43.
 EF0943
 EF0943                          STATION RECOVERY (1950)
 EF0943
 EF0943'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0943'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0743 ***********************************************************************
 EF0743  DESIGNATION -  A 53
 EF0743  PID         -  EF0743
 EF0743  STATE/COUNTY-  AL/LIMESTONE
 EF0743  USGS QUAD   -  ELKMONT (1974)
 EF0743
 EF0743                         *CURRENT SURVEY CONTROL
 EF0743  ___________________________________________________________________
 EF0743* NAD 83(1986)-  34 59 38.     (N)    086 59 20.     (W)     SCALED    
 EF0743* NAVD 88     -       201.054  (meters)     659.62   (feet)  ADJUSTED  
 EF0743  ___________________________________________________________________
 EF0743  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EF0743  DYNAMIC HT  -         200.863 (meters)     659.00  (feet)  COMP
 EF0743  MODELED GRAV-     979,680.3   (mgal)                       NAVD 88
 EF0743
 EF0743  VERT ORDER  -  SECOND    CLASS 0
 EF0743
 EF0743.The horizontal coordinates were scaled from a topographic map and have
 EF0743.an estimated accuracy of +/- 6 seconds.
 EF0743
 EF0743.The orthometric height was determined by differential leveling
 EF0743.and adjusted by the National Geodetic Survey in June 1991..
 EF0743
 EF0743.The geoid height was determined by GEOID03.
 EF0743
 EF0743.The dynamic height is computed by dividing the NAVD 88
 EF0743.geopotential number by the normal gravity value computed on the
 EF0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0743.degrees latitude (g = 980.6199 gals.).
 EF0743
 EF0743.The modeled gravity was interpolated from observed gravity values.
 EF0743
 EF0743;                    North         East    Units  Estimated Accuracy
 EF0743;SPC AL W     -   553,880.      646,660.      MT  (+/- 180 meters Scaled)
 EF0743
 EF0743                          SUPERSEDED SURVEY CONTROL
 EF0743
 EF0743  NGVD 29 (??/??/92)  201.008  (m)          659.47   (f) ADJ UNCH    2 0
 EF0743
 EF0743.Superseded values are not recommended for survey control.
 EF0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0743.See file dsdata.txt to determine how the superseded data were derived.
 EF0743
 EF0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED010723(NAD 83)
 EF0743_MARKER: DB = BENCH MARK DISK
 EF0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0743_SP_SET: CONCRETE POST
 EF0743_STAMPING: A 53 1934
 EF0743_MARK LOGO: CGS   
 EF0743_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0743+STABILITY: SURFACE MOTION
 EF0743_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0743+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 EF0743
 EF0743  HISTORY     - Date     Condition        Report By
 EF0743  HISTORY     - 1934     MONUMENTED       CGS
 EF0743  HISTORY     - 19910903 GOOD             ALHD
 EF0743  HISTORY     - 19911119 GOOD             ALHD
 EF0743  HISTORY     - 20040329 GOOD             ALHD
 EF0743
 EF0743                          STATION DESCRIPTION
 EF0743
 EF0743'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0743'IN VETO.
 EF0743'AT VETO, LIMESTONE COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 EF0743'90 FEET WEST OF THE STATION, AND 60 FEET SOUTHEAST OF MILEPOST L 280.
 EF0743'A STANDARD DISK, STAMPED A 53 1934 AND SET IN THE TOP OF A CONCRETE
 EF0743'POST.
 EF0743
 EF0743                          STATION RECOVERY (1991)
 EF0743
 EF0743'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF0743'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 EF0743'A PAVED COUNTY ROAD, ABOUT 4.50 MI (7.24 KM) NORTH-NORTHWEST OF
 EF0743'ELKMONT AND ABOUT 8.10 MI (13.04 KM) WEST OF ARDMORE.
 EF0743'TO REACH THE STATION FROM EXIT 361 ON I-65, DRIVE WEST ON SANDLIN ROAD
 EF0743'FOR 3.80 MI (6.12 KM) TO A SHARP CURVE TO THE RIGHT, BEAR RIGHT
 EF0743'AROUND THE CURVE AND DRIVE NORTH FOR 0.45 MI (0.72 KM) TO A
 EF0743'Y-INTERSECTION AT A STOP SIGN IN ELKMONT, BEAR RIGHT AND DRIVE NORTH
 EF0743'FOR 0.20 MI (0.32 KM) TO A Y-INTERSECTION, BEAR LEFT ON VETO ROAD AND
 EF0743'DRIVE NORTH FOR 5.15 MI (8.29 KM) TO THE STATION ON THE LEFT ACROSS
 EF0743'THE OLD RAILROAD BED AND ANOTHER PAVED ROAD.
 EF0743'THE STATION IS 9.0 FT (2.7 M) SOUTHWEST OF THE CENTER OF A PAVED
 EF0743'DRIVEWAY, 24.0 FT (7.3 M) WEST OF THE CENTER OF A PAVED ROAD ALONG
 EF0743'THE WEST SIDE OF THE OLD RAILROAD BED, 27.3 FT (8.3 M) NORTH OF THE
 EF0743'NORTHEAST CORNER OF AN OLD CONCRETE BLOCK STORE BUILDING WITH A RED
 EF0743'AND WHITE FRONT AND A VETO SIGN ON THE FRONT, 50.0 FT (15.2 M) SOUTH
 EF0743'OF A NIGHT LIGHT POLE, 52.9 FT (16.1 M) EAST OF A 24-INCH BLACK
 EF0743'LOCUST TREE, 64.9 FT (19.8 M) SOUTH-SOUTHEAST OF A 24-INCH MAPLE
 EF0743'TREE, 83.0 FT (25.3 M) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EF0743'CAR PORT OF A WHITE FRAME HOUSE, AND SET FLUSH WITH THE GROUND.
 EF0743'ELEVATION 659.474 FEET (201.008 M) OR 201.008 METERS.
 EF0743
 EF0743                          STATION RECOVERY (1991)
 EF0743
 EF0743'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991 (JLD)
 EF0743'RECOVERED AS DESCRIBED.
 EF0743
 EF0743                          STATION RECOVERY (2004)
 EF0743
 EF0743'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF0743'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0861 ***********************************************************************
 EF0861  DESIGNATION -  A 54
 EF0861  PID         -  EF0861
 EF0861  STATE/COUNTY-  AL/WINSTON
 EF0861  USGS QUAD   -  HOUSTON (1981)
 EF0861
 EF0861                         *CURRENT SURVEY CONTROL
 EF0861  ___________________________________________________________________
 EF0861* NAD 83(1986)-  34 13 45.     (N)    087 17 56.     (W)     SCALED    
 EF0861* NAVD 88     -       262.178  (meters)     860.16   (feet)  ADJUSTED  
 EF0861  ___________________________________________________________________
 EF0861  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 EF0861  DYNAMIC HT  -         261.919 (meters)     859.31  (feet)  COMP
 EF0861  MODELED GRAV-     979,643.1   (mgal)                       NAVD 88
 EF0861
 EF0861  VERT ORDER  -  SECOND    CLASS 0
 EF0861
 EF0861.The horizontal coordinates were scaled from a topographic map and have
 EF0861.an estimated accuracy of +/- 6 seconds.
 EF0861
 EF0861.The orthometric height was determined by differential leveling
 EF0861.and adjusted by the National Geodetic Survey in June 1991..
 EF0861
 EF0861.The geoid height was determined by GEOID03.
 EF0861
 EF0861.The dynamic height is computed by dividing the NAVD 88
 EF0861.geopotential number by the normal gravity value computed on the
 EF0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0861.degrees latitude (g = 980.6199 gals.).
 EF0861
 EF0861.The modeled gravity was interpolated from observed gravity values.
 EF0861
 EF0861;                    North         East    Units  Estimated Accuracy
 EF0861;SPC AL W     -   468,960.      618,530.      MT  (+/- 180 meters Scaled)
 EF0861
 EF0861                          SUPERSEDED SURVEY CONTROL
 EF0861
 EF0861  NGVD 29 (??/??/92)  262.147  (m)          860.06   (f) ADJ UNCH    2 0
 EF0861
 EF0861.Superseded values are not recommended for survey control.
 EF0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0861.See file dsdata.txt to determine how the superseded data were derived.
 EF0861
 EF0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC724876(NAD 83)
 EF0861_MARKER: DB = BENCH MARK DISK
 EF0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0861_STAMPING: A 54 1934
 EF0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0861+STABILITY: SURFACE MOTION
 EF0861
 EF0861  HISTORY     - Date     Condition        Report By
 EF0861  HISTORY     - 1934     MONUMENTED       CGS
 EF0861  HISTORY     - 20050119 MARK NOT FOUND   ALHD
 EF0861
 EF0861                          STATION DESCRIPTION
 EF0861
 EF0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0861'19.2 MI S FROM MOULTON.
 EF0861'IN WINSTON COUNTY, 19.2 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE
 EF0861'TOWN SQUARE AT MOULTON, LAWRENCE COUNTY, 15 FEET SOUTHWEST OF THE
 EF0861'HOUSE OWNED BY MRS. J.W. WALKER, IN THE SOUTHWEST CORNER OF THE FRONT
 EF0861'YARD, 20 FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND 9 FEET EAST
 EF0861'OF AN APPLE TREE. A STANDARD DISK, STAMPED A 54 1934 AND SET IN THE
 EF0861'TOP OF A CONCRETE POST.
 EF0861
 EF0861                          STATION RECOVERY (2005)
 EF0861
 EF0861'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0861'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0619 ***********************************************************************
 EF0619  DESIGNATION -  A 55
 EF0619  PID         -  EF0619
 EF0619  STATE/COUNTY-  AL/MADISON
 EF0619  USGS QUAD   -  HUNTSVILLE (1991)
 EF0619
 EF0619                         *CURRENT SURVEY CONTROL
 EF0619  ___________________________________________________________________
 EF0619* NAD 83(1986)-  34 43 47.     (N)    086 35 45.     (W)     SCALED    
 EF0619* NAVD 88     -       185.692  (meters)     609.22   (feet)  ADJUSTED  
 EF0619  ___________________________________________________________________
 EF0619  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 EF0619  DYNAMIC HT  -         185.504 (meters)     608.61  (feet)  COMP
 EF0619  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 EF0619
 EF0619  VERT ORDER  -  FIRST     CLASS II
 EF0619
 EF0619.The horizontal coordinates were scaled from a topographic map and have
 EF0619.an estimated accuracy of +/- 6 seconds.
 EF0619
 EF0619.The orthometric height was determined by differential leveling
 EF0619.and adjusted by the National Geodetic Survey in June 1991..
 EF0619
 EF0619.The geoid height was determined by GEOID03.
 EF0619
 EF0619.The dynamic height is computed by dividing the NAVD 88
 EF0619.geopotential number by the normal gravity value computed on the
 EF0619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0619.degrees latitude (g = 980.6199 gals.).
 EF0619
 EF0619.The modeled gravity was interpolated from observed gravity values.
 EF0619
 EF0619;                    North         East    Units  Estimated Accuracy
 EF0619;SPC AL E     -   469,310.      130,170.      MT  (+/- 180 meters Scaled)
 EF0619
 EF0619                          SUPERSEDED SURVEY CONTROL
 EF0619
 EF0619  NGVD 29 (??/??/92)  185.640  (m)          609.05   (f) ADJ UNCH    1 2
 EF0619
 EF0619.Superseded values are not recommended for survey control.
 EF0619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0619.See file dsdata.txt to determine how the superseded data were derived.
 EF0619
 EF0619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED370431(NAD 83)
 EF0619_MARKER: DB = BENCH MARK DISK
 EF0619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0619_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0619_STAMPING: A 55 1934
 EF0619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0619+STABILITY: SURFACE MOTION
 EF0619
 EF0619  HISTORY     - Date     Condition        Report By
 EF0619  HISTORY     - 1934     MONUMENTED       CGS
 EF0619  HISTORY     - 1949     GOOD             NGS
 EF0619  HISTORY     - 1960     GOOD             NGS
 EF0619
 EF0619                          STATION DESCRIPTION
 EF0619
 EF0619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EF0619'IN HUNTSVILLE.
 EF0619'AT HUNTSVILLE, AT THE INTERSECTION OF WEST HOLMES STREET AND THE
 EF0619'NASHVILLE, CHATTANOOGA AND ST. LOUIS RAILWAY, 69 YARDS NORTH-NORTHWEST
 EF0619'OF THE NORTHWEST CORNER OF THE N. C. AND ST. L. RY. STATION, 52.5 FEET
 EF0619'SOUTHWEST OF THE CENTER OF THE CROSSING OF WEST HOLMES STREET AND THE
 EF0619'N.C. AND ST. L. RY., 30 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK
 EF0619'OF THE N.C. AND ST. L. RY., 45 YARDS SOUTHEAST AND ACROSS WEST HOLMES
 EF0619'STREET FROM THE SOUTHEAST RAIL OF THE SOUTHERN RAILWAY, 2 FEET EAST OF
 EF0619'A WHITE WOODEN WITNESS POST, 1 FOOT BELOW WEST HOLMES STREET, AND SET
 EF0619'IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND. NOTE-- THE
 EF0619'STATION AND THE RAILROAD IS NOW THE LOUISVILLE AND NASHVILLE.
 EF0619
 EF0619                          STATION RECOVERY (1960)
 EF0619
 EF0619'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EF0619'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0620 ***********************************************************************
 EF0620  DESIGNATION -  A 55 RESET
 EF0620  PID         -  EF0620
 EF0620  STATE/COUNTY-  AL/MADISON
 EF0620  USGS QUAD   -  HUNTSVILLE (1991)
 EF0620
 EF0620                         *CURRENT SURVEY CONTROL
 EF0620  ___________________________________________________________________
 EF0620* NAD 83(1986)-  34 43 45.     (N)    086 35 47.     (W)     SCALED    
 EF0620* NAVD 88     -       187.340  (meters)     614.63   (feet)  ADJUSTED  
 EF0620  ___________________________________________________________________
 EF0620  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 EF0620  DYNAMIC HT  -         187.151 (meters)     614.01  (feet)  COMP
 EF0620  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 EF0620
 EF0620  VERT ORDER  -  FIRST     CLASS II
 EF0620
 EF0620.The horizontal coordinates were scaled from a topographic map and have
 EF0620.an estimated accuracy of +/- 6 seconds.
 EF0620
 EF0620.The orthometric height was determined by differential leveling
 EF0620.and adjusted by the National Geodetic Survey in June 1991..
 EF0620
 EF0620.The geoid height was determined by GEOID03.
 EF0620
 EF0620.The dynamic height is computed by dividing the NAVD 88
 EF0620.geopotential number by the normal gravity value computed on the
 EF0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0620.degrees latitude (g = 980.6199 gals.).
 EF0620
 EF0620.The modeled gravity was interpolated from observed gravity values.
 EF0620
 EF0620;                    North         East    Units  Estimated Accuracy
 EF0620;SPC AL E     -   469,250.      130,120.      MT  (+/- 180 meters Scaled)
 EF0620
 EF0620                          SUPERSEDED SURVEY CONTROL
 EF0620
 EF0620.No superseded survey control is available for this station.
 EF0620
 EF0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED369430(NAD 83)
 EF0620_MARKER: DB = BENCH MARK DISK
 EF0620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0620_SP_SET: CONCRETE FOUNDATION
 EF0620_STAMPING: A 55 RESET 1961
 EF0620_MARK LOGO: CGS   
 EF0620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0620
 EF0620  HISTORY     - Date     Condition        Report By
 EF0620  HISTORY     - 1961     MONUMENTED       CGS
 EF0620  HISTORY     - 1982     GOOD             NGS
 EF0620  HISTORY     - 19970905 MARK NOT FOUND   USPSQD
 EF0620
 EF0620                          STATION DESCRIPTION
 EF0620
 EF0620'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 EF0620'IN HUNTSVILLE.
 EF0620'THIS MARK IS LOCATED AT HUNTSVILLE, AT THE INTERSECTION OF WEST HOLMES
 EF0620'STREET AND THE SOUTHERN RAILWAY, UNDER THE U.S. HIGHWAY 231 OVERPASS,
 EF0620'35 FEET SOUTH OF THE CENTER OF WEST HOLMES STREET, 53 FEET WEST OF THE
 EF0620'CENTER OF BROWN STREET (A DEAD END STREET LEADING SOUTH FOR ONE BLOCK)
 EF0620'107 FEET EAST OF THE PROJECTED CENTERLINE PULASKI PLACE WHICH RUNS
 EF0620'NORTH ALONG THE WEST SIDE OF U.S. HIGHWAY 231 BY-PASS, 9.4 FEET
 EF0620'SOUTHEAST OF THE SOUTHEAST RAIL OF THE SOUTHERN RAILROAD, 42 FEET
 EF0620'SOUTHWEST OF THE INTERSECTIONS OF THE CENTERLINE OF W. HOLMES STREET
 EF0620'AND THE SOUTHERN RAILROAD TRACKS, 17 FEET NORTHEAST OF A SWITCH STAND
 EF0620'FOR A SIDE TRACK LEADING SOUTHWEST, 13 FEET SOUTHWEST OF THE WEST ONE
 EF0620'OF TWO PILING SUPPORTING THE EAST LANE OF U.S. HIGHWAY 231 OVERPASS
 EF0620'AND 16 FEET NORTH OF THE EAST ONE OF TWO PILING SUPPORTING THE WEST
 EF0620'LANE OF THE U.S. 231 OVERPASS, SET IN A DRILL HOLE IN THE NORTHEAST
 EF0620'CORNER OF THE CONCRETE FOUNDATION OF AN ABANDONED RAILROAD SIGNAL. THE
 EF0620'FOUNDATION IS 2 FOOT SQUARE AND PROJECTS ONE FOOT.
 EF0620
 EF0620                          STATION RECOVERY (1982)
 EF0620
 EF0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0620'RECOVERED IN GOOD CONDITION.
 EF0620
 EF0620                          STATION RECOVERY (1997)
 EF0620
 EF0620'RECOVERY NOTE BY US POWER SQUADRON 1997
 EF0620'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1877 ***********************************************************************
 DG1877  DESIGNATION -  A 56
 DG1877  PID         -  DG1877
 DG1877  STATE/COUNTY-  AL/TALLADEGA
 DG1877  USGS QUAD   -  MUNFORD (1983)
 DG1877
 DG1877                         *CURRENT SURVEY CONTROL
 DG1877  ___________________________________________________________________
 DG1877* NAD 83(1986)-  33 30 14.     (N)    085 59 30.     (W)     SCALED    
 DG1877* NAVD 88     -       166.926  (meters)     547.66   (feet)  ADJUSTED  
 DG1877  ___________________________________________________________________
 DG1877  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG1877  DYNAMIC HT  -         166.746 (meters)     547.07  (feet)  COMP
 DG1877  MODELED GRAV-     979,552.6   (mgal)                       NAVD 88
 DG1877
 DG1877  VERT ORDER  -  SECOND    CLASS 0
 DG1877
 DG1877.The horizontal coordinates were scaled from a topographic map and have
 DG1877.an estimated accuracy of +/- 6 seconds.
 DG1877
 DG1877.The orthometric height was determined by differential leveling
 DG1877.and adjusted by the National Geodetic Survey in June 1991..
 DG1877
 DG1877.The geoid height was determined by GEOID03.
 DG1877
 DG1877.The dynamic height is computed by dividing the NAVD 88
 DG1877.geopotential number by the normal gravity value computed on the
 DG1877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1877.degrees latitude (g = 980.6199 gals.).
 DG1877
 DG1877.The modeled gravity was interpolated from observed gravity values.
 DG1877
 DG1877;                    North         East    Units  Estimated Accuracy
 DG1877;SPC AL E     -   333,090.      185,290.      MT  (+/- 180 meters Scaled)
 DG1877
 DG1877                          SUPERSEDED SURVEY CONTROL
 DG1877
 DG1877  NGVD 29 (??/??/92)  166.850  (m)          547.41   (f) ADJ UNCH    2 0
 DG1877
 DG1877.Superseded values are not recommended for survey control.
 DG1877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1877.See file dsdata.txt to determine how the superseded data were derived.
 DG1877
 DG1877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC936076(NAD 83)
 DG1877_MARKER: DB = BENCH MARK DISK
 DG1877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1877_STAMPING: A 56 1934
 DG1877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1877+STABILITY: SURFACE MOTION
 DG1877
 DG1877  HISTORY     - Date     Condition        Report By
 DG1877  HISTORY     - 1934     MONUMENTED       CGS
 DG1877
 DG1877                          STATION DESCRIPTION
 DG1877
 DG1877'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG1877'2.8 MI SW FROM MUNFORD.
 DG1877'A-56 IS LOCATED 2.8 MILES SOUTHWEST OF STATION AT MUNFORD, 29.5
 DG1877'FEET SOUTH OF FARM ROAD CROSSING, 18.1 FEET SOUTHEAST OF SOUTHEAST
 DG1877'RAIL OF TRACK, AT THE NORTHEAST END OF A SHORT CUT AND SOUTHWEST
 DG1877'END OF A SHORT FILL, IN LINE WITH TELEGRAPH POLES.  STANDARD
 DG1877'TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1922 ***********************************************************************
 DG1922  DESIGNATION -  A 57
 DG1922  PID         -  DG1922
 DG1922  STATE/COUNTY-  AL/ETOWAH
 DG1922  USGS QUAD   -  GLENCOE (1972)
 DG1922
 DG1922                         *CURRENT SURVEY CONTROL
 DG1922  ___________________________________________________________________
 DG1922* NAD 83(1986)-  33 56 58.     (N)    085 55 40.     (W)     SCALED    
 DG1922* NAVD 88     -       167.214  (meters)     548.60   (feet)  ADJUSTED  
 DG1922  ___________________________________________________________________
 DG1922  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DG1922  DYNAMIC HT  -         167.037 (meters)     548.02  (feet)  COMP
 DG1922  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DG1922
 DG1922  VERT ORDER  -  SECOND    CLASS 0
 DG1922
 DG1922.The horizontal coordinates were scaled from a topographic map and have
 DG1922.an estimated accuracy of +/- 6 seconds.
 DG1922
 DG1922.The orthometric height was determined by differential leveling
 DG1922.and adjusted by the National Geodetic Survey in June 1991..
 DG1922
 DG1922.The geoid height was determined by GEOID03.
 DG1922
 DG1922.The dynamic height is computed by dividing the NAVD 88
 DG1922.geopotential number by the normal gravity value computed on the
 DG1922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1922.degrees latitude (g = 980.6199 gals.).
 DG1922
 DG1922.The modeled gravity was interpolated from observed gravity values.
 DG1922
 DG1922;                    North         East    Units  Estimated Accuracy
 DG1922;SPC AL E     -   382,500.      191,270.      MT  (+/- 180 meters Scaled)
 DG1922
 DG1922                          SUPERSEDED SURVEY CONTROL
 DG1922
 DG1922  NGVD 29 (??/??/92)  167.168  (m)          548.45   (f) ADJ UNCH    2 0
 DG1922
 DG1922.Superseded values are not recommended for survey control.
 DG1922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1922.See file dsdata.txt to determine how the superseded data were derived.
 DG1922
 DG1922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC990570(NAD 83)
 DG1922_MARKER: DB = BENCH MARK DISK
 DG1922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1922_STAMPING: A 57 1934
 DG1922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1922+STABILITY: SURFACE MOTION
 DG1922
 DG1922  HISTORY     - Date     Condition        Report By
 DG1922  HISTORY     - 1934     MONUMENTED       CGS
 DG1922  HISTORY     - 1948     GOOD             NGS
 DG1922
 DG1922                          STATION DESCRIPTION
 DG1922
 DG1922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1922'0.6 MI S FROM GLENCOE.
 DG1922'ABOUT 0.6 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DG1922'FROM THE STATION AT GLENCOE, ABOUT 0.15 MILE SOUTHEAST OF MILE
 DG1922'POST 533, ABOUT 0.2 MILE SOUTHEAST OF A SWITCH TELEPHONE, IN
 DG1922'THE NORTHWEST ANGLE OF AN EAST-WEST CROSSROAD, 64 FEET NORTH OF
 DG1922'THE CENTER LINE OF THE ROAD, 46 FEET SOUTHWEST OF THE SOUTHWEST
 DG1922'RAIL, 9.5 FEET NORTHEAST OF TELEPHONE POLE NO. 913, 67.5 FEET
 DG1922'SOUTH OF THE 1ST POWER POLE NORTH OF THE CROSSING, 2 FEET SOUTH
 DG1922'OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET BELOW THE CROSSING
 DG1922'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0190 ***********************************************************************
 DH0190  DESIGNATION -  A 58
 DH0190  PID         -  DH0190
 DH0190  STATE/COUNTY-  AL/BLOUNT
 DH0190  USGS QUAD   -  ONEONTA (1978)
 DH0190
 DH0190                         *CURRENT SURVEY CONTROL
 DH0190  ___________________________________________________________________
 DH0190* NAD 83(1986)-  33 56 35.     (N)    086 28 44.     (W)     SCALED    
 DH0190* NAVD 88     -       259.604  (meters)     851.72   (feet)  ADJUSTED  
 DH0190  ___________________________________________________________________
 DH0190  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0190  DYNAMIC HT  -         259.320 (meters)     850.79  (feet)  COMP
 DH0190  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 DH0190
 DH0190  VERT ORDER  -  SECOND    CLASS 0
 DH0190
 DH0190.The horizontal coordinates were scaled from a topographic map and have
 DH0190.an estimated accuracy of +/- 6 seconds.
 DH0190
 DH0190.The orthometric height was determined by differential leveling
 DH0190.and adjusted by the National Geodetic Survey in June 1991..
 DH0190
 DH0190.The geoid height was determined by GEOID03.
 DH0190
 DH0190.The dynamic height is computed by dividing the NAVD 88
 DH0190.geopotential number by the normal gravity value computed on the
 DH0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0190.degrees latitude (g = 980.6199 gals.).
 DH0190
 DH0190.The modeled gravity was interpolated from observed gravity values.
 DH0190
 DH0190;                    North         East    Units  Estimated Accuracy
 DH0190;SPC AL W     -   437,670.      694,390.      MT  (+/- 180 meters Scaled)
 DH0190
 DH0190                          SUPERSEDED SURVEY CONTROL
 DH0190
 DH0190  NGVD 29 (??/??/92)  259.550  (m)          851.54   (f) ADJ UNCH    2 0
 DH0190
 DH0190.Superseded values are not recommended for survey control.
 DH0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0190.See file dsdata.txt to determine how the superseded data were derived.
 DH0190
 DH0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC481559(NAD 83)
 DH0190_MARKER: DB = BENCH MARK DISK
 DH0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0190_STAMPING: A 58 1934
 DH0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0190+STABILITY: SURFACE MOTION
 DH0190
 DH0190  HISTORY     - Date     Condition        Report By
 DH0190  HISTORY     - 1934     MONUMENTED       CGS
 DH0190  HISTORY     - 1947     GOOD             NGS
 DH0190
 DH0190                          STATION DESCRIPTION
 DH0190
 DH0190'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0190'IN ONEONTA.
 DH0190'AT ONEONTA, ABOUT 0.3 MILE SOUTHWEST ALONG THE LOUISVILLE AND
 DH0190'NASHVILLE RAILROAD FROM THE STATION, 106 YARDS SOUTHWEST OF MILE POST
 DH0190'421, 45.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 57 FEET SOUTHEAST AND
 DH0190'ACROSS THE TRACK FROM A CONCRETE BATTERY BOX, 156 FEET SOUTHWEST OF A
 DH0190'TELEPHONE POLE, 19 FEET EAST OF A TELEPHONE POLE, 4 FEET NORTHWEST OF
 DH0190'THE WEST CORNER OF AN ADDITION TO A CORRUGATED TIN BUILDING, 3 FEET
 DH0190'ABOVE THE TRACK AND IN THE TOP OF A CONCRETE POST ABOUT 4 INCHES UNDER
 DH0190'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0130 ***********************************************************************
 DH0130  DESIGNATION -  A 59
 DH0130  PID         -  DH0130
 DH0130  STATE/COUNTY-  AL/ST CLAIR
 DH0130  USGS QUAD   -  COX GAP (1972)
 DH0130
 DH0130                         *CURRENT SURVEY CONTROL
 DH0130  ___________________________________________________________________
 DH0130* NAD 83(1986)-  33 48 38.     (N)    086 14 40.     (W)     SCALED    
 DH0130* NAVD 88     -       191.486  (meters)     628.23   (feet)  ADJUSTED  
 DH0130  ___________________________________________________________________
 DH0130  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0130  DYNAMIC HT  -         191.280 (meters)     627.56  (feet)  COMP
 DH0130  MODELED GRAV-     979,559.9   (mgal)                       NAVD 88
 DH0130
 DH0130  VERT ORDER  -  SECOND    CLASS 0
 DH0130
 DH0130.The horizontal coordinates were scaled from a topographic map and have
 DH0130.an estimated accuracy of +/- 6 seconds.
 DH0130
 DH0130.The orthometric height was determined by differential leveling
 DH0130.and adjusted by the National Geodetic Survey in June 1991..
 DH0130
 DH0130.The geoid height was determined by GEOID03.
 DH0130
 DH0130.The dynamic height is computed by dividing the NAVD 88
 DH0130.geopotential number by the normal gravity value computed on the
 DH0130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0130.degrees latitude (g = 980.6199 gals.).
 DH0130
 DH0130.The modeled gravity was interpolated from observed gravity values.
 DH0130
 DH0130;                    North         East    Units  Estimated Accuracy
 DH0130;SPC AL E     -   367,170.      161,940.      MT  (+/- 180 meters Scaled)
 DH0130
 DH0130                          SUPERSEDED SURVEY CONTROL
 DH0130
 DH0130  NGVD 29 (??/??/92)  191.444  (m)          628.10   (f) ADJ UNCH    2 0
 DH0130
 DH0130.Superseded values are not recommended for survey control.
 DH0130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0130.See file dsdata.txt to determine how the superseded data were derived.
 DH0130
 DH0130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC699414(NAD 83)
 DH0130_MARKER: DB = BENCH MARK DISK
 DH0130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0130_STAMPING: A 59 1934
 DH0130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0130+STABILITY: SURFACE MOTION
 DH0130
 DH0130  HISTORY     - Date     Condition        Report By
 DH0130  HISTORY     - 1934     MONUMENTED       CGS
 DH0130  HISTORY     - 1947     GOOD             NGS
 DH0130
 DH0130                          STATION DESCRIPTION
 DH0130
 DH0130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0130'2.1 MI SE FROM ASHVILLE.
 DH0130'ABOUT 0.35 MILES SOUTH ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE AT
 DH0130'ASHVILLE, THENCE ABOUT 1.75 MILES SOUTHEAST ALONG A GRAVEL ROAD (OLD
 DH0130'STATE HIGHWAY 25), 128 FEET NORTH OF THE EAST END OF A 36 INCH PIPE
 DH0130'CULVERT, 23 FEET EAST OF THE CENTER LINE OF THE ROAD, 47 FEET EAST AND
 DH0130'ACROSS THE ROAD FROM A TRIANGULAR BLAZED 14-INCH PINE TREE, 11.5 FEET
 DH0130'WEST OF A TRIANGULAR BLAZED 10-INCH WALNUT TREE, 2 FEET NORTH OF A
 DH0130'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 DH0130'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0693 ***********************************************************************
 DH0693  DESIGNATION -  A 6
 DH0693  PID         -  DH0693
 DH0693  STATE/COUNTY-  AL/SHELBY
 DH0693  USGS QUAD   -  GREENWOOD (1978)
 DH0693
 DH0693                         *CURRENT SURVEY CONTROL
 DH0693  ___________________________________________________________________
 DH0693* NAD 83(1986)-  33 18 39.     (N)    086 54 21.     (W)     SCALED    
 DH0693* NAVD 88     -       194.230  (meters)     637.24   (feet)  POSTED    
 DH0693  ___________________________________________________________________
 DH0693  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0693  DYNAMIC HT  -         194.020 (meters)     636.55  (feet)  COMP
 DH0693  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 DH0693
 DH0693  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH0693
 DH0693.The horizontal coordinates were scaled from a topographic map and have
 DH0693.an estimated accuracy of +/- 6 seconds.
 DH0693
 DH0693.The orthometric height was determined by differential leveling
 DH0693.and adjusted by the National Geodetic Survey in 1992..
 DH0693.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH0693.rate of 0.0 thru 1.0 mm/km.
 DH0693
 DH0693.The geoid height was determined by GEOID03.
 DH0693
 DH0693.The dynamic height is computed by dividing the NAVD 88
 DH0693.geopotential number by the normal gravity value computed on the
 DH0693.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0693.degrees latitude (g = 980.6199 gals.).
 DH0693
 DH0693.The modeled gravity was interpolated from observed gravity values.
 DH0693
 DH0693;                    North         East    Units  Estimated Accuracy
 DH0693;SPC AL W     -   367,240.      655,330.      MT  (+/- 180 meters Scaled)
 DH0693
 DH0693                          SUPERSEDED SURVEY CONTROL
 DH0693
 DH0693.No superseded survey control is available for this station.
 DH0693
 DH0693_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB087857(NAD 83)
 DH0693_MARKER: DB = BENCH MARK DISK
 DH0693_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0693_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0693_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0693+STABILITY: SURFACE MOTION
 DH0693
 DH0693  HISTORY     - Date     Condition        Report By
 DH0693  HISTORY     - UNK      MONUMENTED       CGS
 DH0693  HISTORY     - 1917     GOOD             NGS
 DH0693  HISTORY     - 1943     MARK NOT FOUND   NGS
 DH0693
 DH0693                          STATION DESCRIPTION
 DH0693
 DH0693'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 DH0693'8.4 MI S FROM BURSTALL.
 DH0693'IN SHELBY COUNTY, 8.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 DH0693'INTERLOCKING TOWER AT BURSTALL, JEFFERSON COUNTY, AT GENERY, 10 FEET
 DH0693'SOUTH OF THE STATION SIGN, AND 35 FEET SOUTH OF THE TRACK.  A STANDARD
 DH0693'DISK SET IN THE TOP OF A CONCRETE POST.
 DH0693
 DH0693                          STATION RECOVERY (1943)
 DH0693
 DH0693'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DH0693'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1185 ***********************************************************************
 DG1185  DESIGNATION -  A 60
 DG1185  PID         -  DG1185
 DG1185  STATE/COUNTY-  AL/CLEBURNE
 DG1185  USGS QUAD   -  FRUITHURST (1980)
 DG1185
 DG1185                         *CURRENT SURVEY CONTROL
 DG1185  ___________________________________________________________________
 DG1185* NAD 83(1986)-  33 43 49.     (N)    085 24 00.     (W)     SCALED    
 DG1185* NAVD 88     -       289.383  (meters)     949.42   (feet)  ADJUSTED  
 DG1185  ___________________________________________________________________
 DG1185  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1185  DYNAMIC HT  -         289.068 (meters)     948.38  (feet)  COMP
 DG1185  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 DG1185
 DG1185  VERT ORDER  -  SECOND    CLASS 0
 DG1185
 DG1185.The horizontal coordinates were scaled from a topographic map and have
 DG1185.an estimated accuracy of +/- 6 seconds.
 DG1185
 DG1185.The orthometric height was determined by differential leveling
 DG1185.and adjusted by the National Geodetic Survey in June 1991..
 DG1185
 DG1185.The geoid height was determined by GEOID03.
 DG1185
 DG1185.The dynamic height is computed by dividing the NAVD 88
 DG1185.geopotential number by the normal gravity value computed on the
 DG1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1185.degrees latitude (g = 980.6199 gals.).
 DG1185
 DG1185.The modeled gravity was interpolated from observed gravity values.
 DG1185
 DG1185;                    North         East    Units  Estimated Accuracy
 DG1185;SPC AL E     -   358,270.      240,160.      MT  (+/- 180 meters Scaled)
 DG1185
 DG1185                          SUPERSEDED SURVEY CONTROL
 DG1185
 DG1185  NGVD 29 (??/??/92)  289.314  (m)          949.19   (f) ADJ UNCH    2 0
 DG1185
 DG1185.Superseded values are not recommended for survey control.
 DG1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1185.See file dsdata.txt to determine how the superseded data were derived.
 DG1185
 DG1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC482334(NAD 83)
 DG1185_MARKER: DB = BENCH MARK DISK
 DG1185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1185_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1185_STAMPING: A 60 1934
 DG1185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1185+STABILITY: SURFACE MOTION
 DG1185
 DG1185  HISTORY     - Date     Condition        Report By
 DG1185  HISTORY     - 1934     MONUMENTED       CGS
 DG1185
 DG1185                          STATION DESCRIPTION
 DG1185
 DG1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG1185'0.8 MI W FROM MUSCADINE.
 DG1185'A-60 IS LOCATED 0.8 OF MILE WEST OF THE RWY. STATION AT MUSCADINE,
 DG1185'0.2 OF MILE EAST OF MILE POST 703, 123 YARDS EAST OF SIGNAL BLOCK
 DG1185'7029, 45 FT. WEST OF CENTERLINE OF A ROAD THAT CROSSES TRACK,
 DG1185'24 FT. NORTH OF NORTH RAIL OF TRACK, 22.3 FT. EAST OF A TELEGRAPH
 DG1185'POLE AND IN LINE WITH POLES.  STANDARD TABLET SET IN TOP OF
 DG1185'CONCRETE POST 3 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0981 ***********************************************************************
 EF0981  DESIGNATION -  A 62
 EF0981  PID         -  EF0981
 EF0981  STATE/COUNTY-  AL/MARION
 EF0981  USGS QUAD   -  HAMILTON (1983)
 EF0981
 EF0981                         *CURRENT SURVEY CONTROL
 EF0981  ___________________________________________________________________
 EF0981* NAD 83(1986)-  34 10 38.     (N)    087 57 07.     (W)     SCALED    
 EF0981* NAVD 88     -       214.075  (meters)     702.34   (feet)  ADJUSTED  
 EF0981  ___________________________________________________________________
 EF0981  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EF0981  DYNAMIC HT  -         213.858 (meters)     701.63  (feet)  COMP
 EF0981  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 EF0981
 EF0981  VERT ORDER  -  SECOND    CLASS 0
 EF0981
 EF0981.The horizontal coordinates were scaled from a topographic map and have
 EF0981.an estimated accuracy of +/- 6 seconds.
 EF0981
 EF0981.The orthometric height was determined by differential leveling
 EF0981.and adjusted by the National Geodetic Survey in June 1991..
 EF0981
 EF0981.The geoid height was determined by GEOID03.
 EF0981
 EF0981.The dynamic height is computed by dividing the NAVD 88
 EF0981.geopotential number by the normal gravity value computed on the
 EF0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0981.degrees latitude (g = 980.6199 gals.).
 EF0981
 EF0981.The modeled gravity was interpolated from observed gravity values.
 EF0981
 EF0981;                    North         East    Units  Estimated Accuracy
 EF0981;SPC AL W     -   463,270.      558,340.      MT  (+/- 180 meters Scaled)
 EF0981
 EF0981                          SUPERSEDED SURVEY CONTROL
 EF0981
 EF0981  NGVD 29 (??/??/92)  214.012  (m)          702.14   (f) ADJ UNCH    2 0
 EF0981
 EF0981.Superseded values are not recommended for survey control.
 EF0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0981.See file dsdata.txt to determine how the superseded data were derived.
 EF0981
 EF0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC122822(NAD 83)
 EF0981_MARKER: DB = BENCH MARK DISK
 EF0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0981_STAMPING: A 62 1934
 EF0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0981+STABILITY: SURFACE MOTION
 EF0981
 EF0981  HISTORY     - Date     Condition        Report By
 EF0981  HISTORY     - 1934     MONUMENTED       CGS
 EF0981
 EF0981                          STATION DESCRIPTION
 EF0981
 EF0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0981'3.4 MI N FROM HAMILTON.
 EF0981'3.4 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 EF0981'HAMILTON, MARION COUNTY, AT THE SUMMIT OF A HILL, AT THE NORTHEAST END
 EF0981'OF AN OPEN CUT, 200 FEET NORTHEAST OF A PIPE CULVERT AT A ROAD
 EF0981'INTERSECTION, AND 30 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY.
 EF0981'A STANDARD DISK, STAMPED A 62 1934 AND SET IN THE TOP OF A CONCRETE
 EF0981'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0543 ***********************************************************************
 BU0543  DESIGNATION -  A 65
 BU0543  PID         -  BU0543
 BU0543  STATE/COUNTY-  AL/BUTLER
 BU0543  USGS QUAD   -  MC KENZIE (1986)
 BU0543
 BU0543                         *CURRENT SURVEY CONTROL
 BU0543  ___________________________________________________________________
 BU0543* NAD 83(1986)-  31 36 22.     (N)    086 43 43.     (W)     SCALED    
 BU0543* NAVD 88     -        80.462  (meters)     263.98   (feet)  ADJUSTED  
 BU0543  ___________________________________________________________________
 BU0543  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BU0543  DYNAMIC HT  -          80.364 (meters)     263.66  (feet)  COMP
 BU0543  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 BU0543
 BU0543  VERT ORDER  -  SECOND    CLASS 0
 BU0543
 BU0543.The horizontal coordinates were scaled from a topographic map and have
 BU0543.an estimated accuracy of +/- 6 seconds.
 BU0543
 BU0543.The orthometric height was determined by differential leveling
 BU0543.and adjusted by the National Geodetic Survey in June 1991..
 BU0543
 BU0543.The geoid height was determined by GEOID03.
 BU0543
 BU0543.The dynamic height is computed by dividing the NAVD 88
 BU0543.geopotential number by the normal gravity value computed on the
 BU0543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0543.degrees latitude (g = 980.6199 gals.).
 BU0543
 BU0543.The modeled gravity was interpolated from observed gravity values.
 BU0543
 BU0543;                    North         East    Units  Estimated Accuracy
 BU0543;SPC AL W     -   178,310.      673,200.      MT  (+/- 180 meters Scaled)
 BU0543
 BU0543                          SUPERSEDED SURVEY CONTROL
 BU0543
 BU0543  NGVD 29 (??/??/92)   80.460  (m)          263.98   (f) ADJ UNCH    2 0
 BU0543
 BU0543.Superseded values are not recommended for survey control.
 BU0543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0543.See file dsdata.txt to determine how the superseded data were derived.
 BU0543
 BU0543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV257968(NAD 83)
 BU0543_MARKER: DB = BENCH MARK DISK
 BU0543_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0543_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0543_STAMPING: A 65 1934
 BU0543_MARK LOGO: CGS   
 BU0543_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU0543_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0543+STABILITY: SURFACE MOTION
 BU0543
 BU0543  HISTORY     - Date     Condition        Report By
 BU0543  HISTORY     - 1934     MONUMENTED       CGS
 BU0543  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0543  HISTORY     - 19980406 GOOD             ALHD
 BU0543
 BU0543                          STATION DESCRIPTION
 BU0543
 BU0543'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0543'2.4 MI SE FROM GEORGIANA.
 BU0543'2.4 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0543'THE STATION AT GEORGIANA, BUTLER COUNTY, ABOUT 0.3 MILE NORTHWEST OF
 BU0543'MILEPOST 550, AT A ROAD CROSSING, 36 FEET EAST OF THE CENTER LINE OF
 BU0543'THE ROAD, 34 FEET NORTHEAST OF THE NORTHEAST RAIL, AND 8 FEET
 BU0543'SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED A 65 1934 AND SET IN
 BU0543'THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
 BU0543
 BU0543                          STATION RECOVERY (1969)
 BU0543
 BU0543'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0543'MARK NOT FOUND.
 BU0543
 BU0543                          STATION RECOVERY (1998)
 BU0543
 BU0543'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1998 (JDS)
 BU0543'THE STATION IS LOCATED IN BUTLER COUNTY ON THE NORTHEAST RIGHT OF WAY
 BU0543'OF THE L AND N RAILROAD, ABOUT 2.4 MILES (3.9 KM) SOUTH OF GEORGIANA
 BU0543'AND ABOUT 4.5 MILES (7.2 KM) NORTH OF MCKENZIE.  TO REACH THE STATION
 BU0543'FROM THE JUNCTION OF US 31 AND ALA 106 (MILE POST 123.25 ON US 31 AND
 BU0543'MILE POST 12.75 ON ALA 106) , DRIVE SOUTH ON US 31 2.10 MILES (3.38
 BU0543'KM) TO MILE POST 121.15, A PAVED COUNTY ROAD ON THE RIGHT, AND A
 BU0543'GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 BU0543'SOUTHSOUTHEAST 0.20 MILES (0.32 KM) TO NEW HOME METHODIST CHURCH ON
 BU0543'THE LEFT, CONTINUE SOUTH-SOUTHEAST 0.10 MILE (0.16 KM) TO A RAILROAD
 BU0543'GRADE CROSSING AND THE STATION ON THE LEFT.  THE STATION IS LOCATED IN
 BU0543'THE NORTHEAST QUADRANT OF THE INTERSECTION OF A GRAVEL ROAD AND A
 BU0543'RAILROAD, 7.7 FEET (2.3 M) SOUTHEAST OF AN OLD ROUND TELEGRAPH POLE,
 BU0543'12.0 FEET (3.7 M) SOUTH-SOUTHWEST OF AN OLD 6 X 8 INCH POLE WITH AN
 BU0543'ELECTRIC METER BASE AND LEANING NORTHWEST, 28.3 FEET (8.6 M) EAST OF
 BU0543'THE SOUTHEAST END OF AN 18 INCH CORREGATED METAL PIPE UNDER THE GRAVEL
 BU0543'ROAD, 33.3 FEET (10.1 M) NORTH-NORTHEAST OF THE NORTHEAST RAIL OF THE
 BU0543'RAILROAD, 41.0 FEET (12.5 M) NORTHEAST OF THE CENTER OF THE GRADE
 BU0543'CROSSING AND THE CENTER OF THE GRAVEL ROAD, 0.6 FEET (18.3 CM) WEST OF
 BU0543'A CARSONITE WITNESS POST, SET IN THE TOP OF A 6 INCH SQUARE PRECAST
 BU0543'CONCRETE POST AND FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1359 ***********************************************************************
 BU1359  DESIGNATION -  A 66
 BU1359  PID         -  BU1359
 BU1359  STATE/COUNTY-  AL/CONECUH
 BU1359  USGS QUAD   -  BELLEVILLE (1971)
 BU1359
 BU1359                         *CURRENT SURVEY CONTROL
 BU1359  ___________________________________________________________________
 BU1359* NAD 83(1986)-  31 25 11.     (N)    087 00 08.     (W)     SCALED    
 BU1359* NAVD 88     -        76.647  (meters)     251.47   (feet)  ADJUSTED  
 BU1359  ___________________________________________________________________
 BU1359  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BU1359  DYNAMIC HT  -          76.552 (meters)     251.15  (feet)  COMP
 BU1359  MODELED GRAV-     979,401.5   (mgal)                       NAVD 88
 BU1359
 BU1359  VERT ORDER  -  SECOND    CLASS 0
 BU1359
 BU1359.The horizontal coordinates were scaled from a topographic map and have
 BU1359.an estimated accuracy of +/- 6 seconds.
 BU1359
 BU1359.The orthometric height was determined by differential leveling
 BU1359.and adjusted by the National Geodetic Survey in June 1991..
 BU1359
 BU1359.The geoid height was determined by GEOID03.
 BU1359
 BU1359.The dynamic height is computed by dividing the NAVD 88
 BU1359.geopotential number by the normal gravity value computed on the
 BU1359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1359.degrees latitude (g = 980.6199 gals.).
 BU1359
 BU1359.The modeled gravity was interpolated from observed gravity values.
 BU1359
 BU1359;                    North         East    Units  Estimated Accuracy
 BU1359;SPC AL W     -   157,490.      647,330.      MT  (+/- 180 meters Scaled)
 BU1359
 BU1359                          SUPERSEDED SURVEY CONTROL
 BU1359
 BU1359  NGVD 29 (??/??/92)   76.65   (m)          251.5    (f) COMPUTED    2 0
 BU1359
 BU1359.Superseded values are not recommended for survey control.
 BU1359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1359.See file dsdata.txt to determine how the superseded data were derived.
 BU1359
 BU1359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV997761(NAD 83)
 BU1359_MARKER: DB = BENCH MARK DISK
 BU1359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1359_STAMPING: A 66 1934
 BU1359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1359+STABILITY: SURFACE MOTION
 BU1359
 BU1359  HISTORY     - Date     Condition        Report By
 BU1359  HISTORY     - 1934     MONUMENTED       CGS
 BU1359  HISTORY     - 1951     MARK NOT FOUND   NGS
 BU1359
 BU1359                          STATION DESCRIPTION
 BU1359
 BU1359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1359'3.4 MI W FROM EVERGREEN.
 BU1359'2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE LOUISVILLE AND
 BU1359'NASHVILLE RAILROAD AT EVERGREEN, CONECUH COUNTY, THENCE 0.6 MILE WEST
 BU1359'ALONG U.S. HIGHWAY 84.  66.5 FEET SOUTH OF A 20-INCH PINE TREE, 53.8
 BU1359'FEET EAST OF A FENCE CORNER, 26 FEET WEST OF THE WEST CONCRETE HEAD
 BU1359'WALL OF A CORRUGATED-IRON PIPE CULVERT UNDER A DRIVE LEADING TO THE
 BU1359'RALPH STINSON FARMHOUSE, AND IN LINE WITH A PINE TREE AND A 20-INCH
 BU1359'SWEET GUM TREE.  A STANDARD DISK, STAMPED A 66 1934 AND SET IN THE TOP
 BU1359'OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1791 ***********************************************************************
 BU1791  DESIGNATION -  A 67
 BU1791  PID         -  BU1791
 BU1791  STATE/COUNTY-  AL/COFFEE
 BU1791  USGS QUAD   -  ELBA (1983)
 BU1791
 BU1791                         *CURRENT SURVEY CONTROL
 BU1791  ___________________________________________________________________
 BU1791* NAD 83(1986)-  31 23 59.     (N)    086 00 08.     (W)     SCALED    
 BU1791* NAVD 88     -       122.875  (meters)     403.13   (feet)  ADJUSTED  
 BU1791  ___________________________________________________________________
 BU1791  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BU1791  DYNAMIC HT  -         122.727 (meters)     402.65  (feet)  COMP
 BU1791  MODELED GRAV-     979,431.0   (mgal)                       NAVD 88
 BU1791
 BU1791  VERT ORDER  -  SECOND    CLASS 0
 BU1791
 BU1791.The horizontal coordinates were scaled from a topographic map and have
 BU1791.an estimated accuracy of +/- 6 seconds.
 BU1791
 BU1791.The orthometric height was determined by differential leveling
 BU1791.and adjusted by the National Geodetic Survey in June 1991..
 BU1791
 BU1791.The geoid height was determined by GEOID03.
 BU1791
 BU1791.The dynamic height is computed by dividing the NAVD 88
 BU1791.geopotential number by the normal gravity value computed on the
 BU1791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1791.degrees latitude (g = 980.6199 gals.).
 BU1791
 BU1791.The modeled gravity was interpolated from observed gravity values.
 BU1791
 BU1791;                    North         East    Units  Estimated Accuracy
 BU1791;SPC AL E     -    99,760.      183,940.      MT  (+/- 180 meters Scaled)
 BU1791
 BU1791                          SUPERSEDED SURVEY CONTROL
 BU1791
 BU1791  NGVD 29 (??/??/92)  122.902  (m)          403.22   (f) ADJ UNCH    2 0
 BU1791
 BU1791.Superseded values are not recommended for survey control.
 BU1791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1791.See file dsdata.txt to determine how the superseded data were derived.
 BU1791
 BU1791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV948743(NAD 83)
 BU1791_MARKER: DB = BENCH MARK DISK
 BU1791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1791_STAMPING: A 67 1935
 BU1791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1791+STABILITY: SURFACE MOTION
 BU1791
 BU1791  HISTORY     - Date     Condition        Report By
 BU1791  HISTORY     - 1935     MONUMENTED       CGS
 BU1791
 BU1791                          STATION DESCRIPTION
 BU1791
 BU1791'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BU1791'5.3 MI SE FROM ELBA.
 BU1791'ABOUT 5.3 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BU1791'FROM THE STATION AT ELBA, COFFEE COUNTY, ABOUT 0.4 MILE WEST OF
 BU1791'MILEPOST 31, ABOUT 65 FEET SOUTHWEST OF THE CENTER OF A ROAD
 BU1791'CROSSING, AND 41 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 BU1791'STAMPED A 67 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECING
 BU1791'ABOUT 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0785 ***********************************************************************
 CM0785  DESIGNATION -  A 68
 CM0785  PID         -  CM0785
 CM0785  STATE/COUNTY-  AL/RUSSELL
 CM0785  USGS QUAD   -  OMAHA (1984)
 CM0785
 CM0785                         *CURRENT SURVEY CONTROL
 CM0785  ___________________________________________________________________
 CM0785* NAD 83(1986)-  32 08 48.     (N)    085 04 29.     (W)     SCALED    
 CM0785* NAVD 88     -        65.956  (meters)     216.39   (feet)  ADJUSTED  
 CM0785  ___________________________________________________________________
 CM0785  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM0785  DYNAMIC HT  -          65.881 (meters)     216.14  (feet)  COMP
 CM0785  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 CM0785
 CM0785  VERT ORDER  -  SECOND    CLASS 0
 CM0785
 CM0785.The horizontal coordinates were scaled from a topographic map and have
 CM0785.an estimated accuracy of +/- 6 seconds.
 CM0785
 CM0785.The orthometric height was determined by differential leveling
 CM0785.and adjusted by the National Geodetic Survey in June 1991..
 CM0785
 CM0785.The geoid height was determined by GEOID03.
 CM0785
 CM0785.The dynamic height is computed by dividing the NAVD 88
 CM0785.geopotential number by the normal gravity value computed on the
 CM0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0785.degrees latitude (g = 980.6199 gals.).
 CM0785
 CM0785.The modeled gravity was interpolated from observed gravity values.
 CM0785
 CM0785;                    North         East    Units  Estimated Accuracy
 CM0785;SPC AL E     -   182,820.      271,570.      MT  (+/- 180 meters Scaled)
 CM0785
 CM0785                          SUPERSEDED SURVEY CONTROL
 CM0785
 CM0785  NGVD 29 (??/??/92)   65.990  (m)          216.50   (f) ADJ UNCH    2 0
 CM0785
 CM0785.Superseded values are not recommended for survey control.
 CM0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0785.See file dsdata.txt to determine how the superseded data were derived.
 CM0785
 CM0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA815583(NAD 83)
 CM0785_MARKER: DB = BENCH MARK DISK
 CM0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0785+STABILITY: SURFACE MOTION
 CM0785
 CM0785  HISTORY     - Date     Condition        Report By
 CM0785  HISTORY     - UNK      MONUMENTED       CGS
 CM0785
 CM0785                          STATION DESCRIPTION
 CM0785
 CM0785'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0785'6 MI E FROM PITTSVIEW.
 CM0785'A-68 IS LOCATED 6 MILES EAST OF THE RWY. STATION AT PITTSVIEW, 1.8
 CM0785'MILES WEST OF WEST END OF BRIDGE OVER CHATTAHOOCHEE RIVER, AT
 CM0785'COTTONTON, 125 YARDS WEST OF RIVER ROAD CROSSING, 55 YARDS WEST
 CM0785'OF NORTHWEST CORNER OF THE COTTONTON STATION, 47.2 FT. NORTH OF
 CM0785'NORTH RAIL, 35 FT. NORTH OF MILE POST 755, 1 FT. SOUTH OF R/W
 CM0785'FENCE.  STANDARD TABLET STAMPED AND SET IN TOP OF A CONCRETE
 CM0785'POST 4 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1174 ***********************************************************************
 CM1174  DESIGNATION -  A 69
 CM1174  PID         -  CM1174
 CM1174  STATE/COUNTY-  AL/MACON
 CM1174  USGS QUAD   -  TUSKEGEE (1983)
 CM1174
 CM1174                         *CURRENT SURVEY CONTROL
 CM1174  ___________________________________________________________________
 CM1174* NAD 83(1986)-  32 24 27.     (N)    085 39 09.     (W)     SCALED    
 CM1174* NAVD 88     -       125.608  (meters)     412.10   (feet)  ADJUSTED  
 CM1174  ___________________________________________________________________
 CM1174  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CM1174  DYNAMIC HT  -         125.461 (meters)     411.62  (feet)  COMP
 CM1174  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 CM1174
 CM1174  VERT ORDER  -  SECOND    CLASS 0
 CM1174
 CM1174.The horizontal coordinates were scaled from a topographic map and have
 CM1174.an estimated accuracy of +/- 6 seconds.
 CM1174
 CM1174.The orthometric height was determined by differential leveling
 CM1174.and adjusted by the National Geodetic Survey in June 1991..
 CM1174
 CM1174.The geoid height was determined by GEOID03.
 CM1174
 CM1174.The dynamic height is computed by dividing the NAVD 88
 CM1174.geopotential number by the normal gravity value computed on the
 CM1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1174.degrees latitude (g = 980.6199 gals.).
 CM1174
 CM1174.The modeled gravity was interpolated from observed gravity values.
 CM1174
 CM1174;                    North         East    Units  Estimated Accuracy
 CM1174;SPC AL E     -   211,500.      217,010.      MT  (+/- 180 meters Scaled)
 CM1174
 CM1174                          SUPERSEDED SURVEY CONTROL
 CM1174
 CM1174  NGVD 29 (??/??/92)  125.590  (m)          412.04   (f) ADJ UNCH    2 0
 CM1174
 CM1174.Superseded values are not recommended for survey control.
 CM1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1174.See file dsdata.txt to determine how the superseded data were derived.
 CM1174
 CM1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA267864(NAD 83)
 CM1174_MARKER: DB = BENCH MARK DISK
 CM1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1174_STAMPING: A 69 1934
 CM1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1174+STABILITY: SURFACE MOTION
 CM1174
 CM1174  HISTORY     - Date     Condition        Report By
 CM1174  HISTORY     - 1934     MONUMENTED       CGS
 CM1174  HISTORY     - 1972     MARK NOT FOUND   USGS
 CM1174
 CM1174                          STATION DESCRIPTION
 CM1174
 CM1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1174'2.6 MI SE FROM TUSKEGEE.
 CM1174'A-69 IS LOCATED 2.6 MILES SOUTHEAST OF THE COUNTY COURT HOUSE AT
 CM1174'TUSKEGEE, 0.6 OF A MILE EAST OF JUNCTION OF HURTSBORO ROAD WITH
 CM1174'U.S. HWY. 80, 25.0 FEET SOUTH OF CENTERLINE OF HURTSBORO ROAD,
 CM1174'20.0 FEET WEST OF CENTERLINE OF SIDE ROAD TO SOUTH, 12.0 FEET
 CM1174'SOUTH OF SOUTH END OF A 2 FOOT CORRUGATED IRON CULVERT UNDER
 CM1174'ROAD, 7.5 FEET SOUTHWEST OF FENCE CORNER.  STANDARD TABLET SET
 CM1174'IN TOP OF CONCRETE POST 4 INCHES HIGH.
 CM1174
 CM1174                          STATION RECOVERY (1972)
 CM1174
 CM1174'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CM1174'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0917 ***********************************************************************
 BT0917  DESIGNATION -  A 71
 BT0917  PID         -  BT0917
 BT0917  STATE/COUNTY-  AL/HOUSTON
 BT0917  USGS QUAD   -  ASHFORD (1970)
 BT0917
 BT0917                         *CURRENT SURVEY CONTROL
 BT0917  ___________________________________________________________________
 BT0917* NAD 83(1986)-  31 08 57.     (N)    085 09 37.     (W)     SCALED    
 BT0917* NAVD 88     -        65.079  (meters)     213.51   (feet)  ADJUSTED  
 BT0917  ___________________________________________________________________
 BT0917  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BT0917  DYNAMIC HT  -          64.997 (meters)     213.24  (feet)  COMP
 BT0917  MODELED GRAV-     979,386.2   (mgal)                       NAVD 88
 BT0917
 BT0917  VERT ORDER  -  SECOND    CLASS 0
 BT0917
 BT0917.The horizontal coordinates were scaled from a topographic map and have
 BT0917.an estimated accuracy of +/- 6 seconds.
 BT0917
 BT0917.The orthometric height was determined by differential leveling
 BT0917.and adjusted by the National Geodetic Survey in June 1991..
 BT0917
 BT0917.The geoid height was determined by GEOID03.
 BT0917
 BT0917.The dynamic height is computed by dividing the NAVD 88
 BT0917.geopotential number by the normal gravity value computed on the
 BT0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0917.degrees latitude (g = 980.6199 gals.).
 BT0917
 BT0917.The modeled gravity was interpolated from observed gravity values.
 BT0917
 BT0917;                    North         East    Units  Estimated Accuracy
 BT0917;SPC AL E     -    72,160.      264,180.      MT  (+/- 180 meters Scaled)
 BT0917
 BT0917                          SUPERSEDED SURVEY CONTROL
 BT0917
 BT0917  NGVD 29 (??/??/92)   65.185  (m)          213.86   (f) ADJ UNCH    2 0
 BT0917
 BT0917.Superseded values are not recommended for survey control.
 BT0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0917.See file dsdata.txt to determine how the superseded data were derived.
 BT0917
 BT0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV753475(NAD 83)
 BT0917_MARKER: DB = BENCH MARK DISK
 BT0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0917_STAMPING: A 71 1934
 BT0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0917+STABILITY: SURFACE MOTION
 BT0917
 BT0917  HISTORY     - Date     Condition        Report By
 BT0917  HISTORY     - 1934     MONUMENTED       CGS
 BT0917  HISTORY     - 1952     GOOD             NGS
 BT0917  HISTORY     - 1966     MARK NOT FOUND   DOD
 BT0917
 BT0917                          STATION DESCRIPTION
 BT0917
 BT0917'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0917'1 MI E FROM PANSEY.
 BT0917'ABOUT 1.05 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BT0917'FROM THE STATION AT PANSEY, ABOUT 105 YARDS EAST AND ACROSS
 BT0917'TRACK FROM A SIGN STATION ONE MILE, ABOUT 150 YARDS SOUTHEAST
 BT0917'AND ACROSS TRACK FROM A FARM HOUSE WITH BRICK SIDING, 28 1/2 FEET
 BT0917'SOUTH OF SOUTH RAIL, 12 1/2 FEET EAST OF THE FIRST TELEPHONE
 BT0917'POLE EAST OF THE EAST END OF A LONG LOW FILL, 42 FEET NORTHEAST
 BT0917'OF A CLUSTER OF SMALL WILD CHERRY TREES WHICH ARE IN A FENCE LINE,
 BT0917'ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 BT0917'POST PROJECTING 2 INCHES.
 BT0917
 BT0917                          STATION RECOVERY (1966)
 BT0917
 BT0917'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966
 BT0917'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1772 ***********************************************************************
 DH1772  DESIGNATION -  A 94
 DH1772  PID         -  DH1772
 DH1772  STATE/COUNTY-  AL/MARION
 DH1772  USGS QUAD   -  GUIN (1967)
 DH1772
 DH1772                         *CURRENT SURVEY CONTROL
 DH1772  ___________________________________________________________________
 DH1772* NAD 83(1986)-  33 57 50.     (N)    087 54 53.     (W)     SCALED    
 DH1772* NAVD 88     -       132.286  (meters)     434.01   (feet)  ADJUSTED  
 DH1772  ___________________________________________________________________
 DH1772  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 DH1772  DYNAMIC HT  -         132.150 (meters)     433.56  (feet)  COMP
 DH1772  MODELED GRAV-     979,609.6   (mgal)                       NAVD 88
 DH1772
 DH1772  VERT ORDER  -  SECOND    CLASS 0
 DH1772
 DH1772.The horizontal coordinates were scaled from a topographic map and have
 DH1772.an estimated accuracy of +/- 6 seconds.
 DH1772
 DH1772.The orthometric height was determined by differential leveling
 DH1772.and adjusted by the National Geodetic Survey in June 1991..
 DH1772
 DH1772.The geoid height was determined by GEOID03.
 DH1772
 DH1772.The dynamic height is computed by dividing the NAVD 88
 DH1772.geopotential number by the normal gravity value computed on the
 DH1772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1772.degrees latitude (g = 980.6199 gals.).
 DH1772
 DH1772.The modeled gravity was interpolated from observed gravity values.
 DH1772
 DH1772;                    North         East    Units  Estimated Accuracy
 DH1772;SPC AL W     -   439,590.      561,670.      MT  (+/- 180 meters Scaled)
 DH1772
 DH1772                          SUPERSEDED SURVEY CONTROL
 DH1772
 DH1772  NGVD 29 (??/??/92)  132.234  (m)          433.84   (f) ADJ UNCH    2 0
 DH1772
 DH1772.Superseded values are not recommended for survey control.
 DH1772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1772.See file dsdata.txt to determine how the superseded data were derived.
 DH1772
 DH1772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC154585(NAD 83)
 DH1772_MARKER: DB = BENCH MARK DISK
 DH1772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1772_STAMPING: A 94 1935
 DH1772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1772+STABILITY: SURFACE MOTION
 DH1772
 DH1772  HISTORY     - Date     Condition        Report By
 DH1772  HISTORY     - 1935     MONUMENTED       CGS
 DH1772  HISTORY     - 1944     GOOD             SLSFRR
 DH1772  HISTORY     - 20050223 MARK NOT FOUND   ALHD
 DH1772
 DH1772                          STATION DESCRIPTION
 DH1772
 DH1772'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1772'IN GUIN.
 DH1772'AT GUIN, MARION COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY, 125
 DH1772'FEET EAST OF THE EAST END OF THE STATION, 30 FEET NORTH OF THE
 DH1772'CENTERLINE OF THE MAIN TRACK, IN LINE WITH A ROW OF POLES, AND 6 FEET
 DH1772'EAST OF THE EAST EDGE OF A ROAD PAVEMENT.  A STANDARD DISK, STAMPED A
 DH1772'94 1935 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- COVERED WITH
 DH1772'ABOUT 2 INCHES DIRT.
 DH1772
 DH1772                          STATION RECOVERY (1944)
 DH1772
 DH1772'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DH1772'RECOVERED IN GOOD CONDITION.
 DH1772
 DH1772                          STATION RECOVERY (2005)
 DH1772
 DH1772'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH1772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1569 ***********************************************************************
 DH1569  DESIGNATION -  A 95
 DH1569  PID         -  DH1569
 DH1569  STATE/COUNTY-  AL/WALKER
 DH1569  USGS QUAD   -  NAUVOO (1981)
 DH1569
 DH1569                         *CURRENT SURVEY CONTROL
 DH1569  ___________________________________________________________________
 DH1569* NAD 83(1986)-  33 52 39.     (N)    087 29 49.     (W)     SCALED    
 DH1569* NAVD 88     -       136.013  (meters)     446.24   (feet)  ADJUSTED  
 DH1569  ___________________________________________________________________
 DH1569  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DH1569  DYNAMIC HT  -         135.872 (meters)     445.77  (feet)  COMP
 DH1569  MODELED GRAV-     979,601.0   (mgal)                       NAVD 88
 DH1569
 DH1569  VERT ORDER  -  SECOND    CLASS 0
 DH1569
 DH1569.The horizontal coordinates were scaled from a topographic map and have
 DH1569.an estimated accuracy of +/- 6 seconds.
 DH1569
 DH1569.The orthometric height was determined by differential leveling
 DH1569.and adjusted by the National Geodetic Survey in June 1991..
 DH1569
 DH1569.The geoid height was determined by GEOID03.
 DH1569
 DH1569.The dynamic height is computed by dividing the NAVD 88
 DH1569.geopotential number by the normal gravity value computed on the
 DH1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1569.degrees latitude (g = 980.6199 gals.).
 DH1569
 DH1569.The modeled gravity was interpolated from observed gravity values.
 DH1569
 DH1569;                    North         East    Units  Estimated Accuracy
 DH1569;SPC AL W     -   429,930.      600,280.      MT  (+/- 180 meters Scaled)
 DH1569
 DH1569                          SUPERSEDED SURVEY CONTROL
 DH1569
 DH1569  NGVD 29 (??/??/92)  135.982  (m)          446.13   (f) ADJ UNCH    2 0
 DH1569
 DH1569.Superseded values are not recommended for survey control.
 DH1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1569.See file dsdata.txt to determine how the superseded data were derived.
 DH1569
 DH1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC540486(NAD 83)
 DH1569_MARKER: DB = BENCH MARK DISK
 DH1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1569_STAMPING: A 95 1935
 DH1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1569+STABILITY: SURFACE MOTION
 DH1569
 DH1569  HISTORY     - Date     Condition        Report By
 DH1569  HISTORY     - 1935     MONUMENTED       CGS
 DH1569  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH1569
 DH1569                          STATION DESCRIPTION
 DH1569
 DH1569'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1569'2.1 MI SE FROM CARBON HILL.
 DH1569'2.1 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DH1569'STATION AT CARBON HILL, WALKER COUNTY 60 FEET EAST OF MILEPOST 677, AT
 DH1569'A ROAD CROSSING, 42 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 78,
 DH1569'42 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND 42 FEET WEST OF THE
 DH1569'ROAD.  A STANDARD DISK, STAMPED A 95 1935 AN SET IN THE TOP OF A
 DH1569'CONCRETE POST.  NOTE-- A PERSON LIVING NEARBY SAID THAT THE MARK WAS
 DH1569'EITHER DESTROYED OR COVERED AS HE HAD NOT SEEN IT IN A LONG TIME.
 DH1569
 DH1569                          STATION RECOVERY (1966)
 DH1569
 DH1569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH1569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1553 ***********************************************************************
 DH1553  DESIGNATION -  A 96
 DH1553  PID         -  DH1553
 DH1553  STATE/COUNTY-  AL/WALKER
 DH1553  USGS QUAD   -  NAUVOO (1981)
 DH1553
 DH1553                         *CURRENT SURVEY CONTROL
 DH1553  ___________________________________________________________________
 DH1553* NAD 83(1986)-  33 53 56.     (N)    087 23 58.     (W)     SCALED    
 DH1553* NAVD 88     -       166.766  (meters)     547.13   (feet)  ADJUSTED  
 DH1553  ___________________________________________________________________
 DH1553  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DH1553  DYNAMIC HT  -         166.595 (meters)     546.57  (feet)  COMP
 DH1553  MODELED GRAV-     979,603.9   (mgal)                       NAVD 88
 DH1553
 DH1553  VERT ORDER  -  SECOND    CLASS 0
 DH1553
 DH1553.The horizontal coordinates were scaled from a topographic map and have
 DH1553.an estimated accuracy of +/- 6 seconds.
 DH1553
 DH1553.The orthometric height was determined by differential leveling
 DH1553.and adjusted by the National Geodetic Survey in June 1991..
 DH1553
 DH1553.The geoid height was determined by GEOID03.
 DH1553
 DH1553.The dynamic height is computed by dividing the NAVD 88
 DH1553.geopotential number by the normal gravity value computed on the
 DH1553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1553.degrees latitude (g = 980.6199 gals.).
 DH1553
 DH1553.The modeled gravity was interpolated from observed gravity values.
 DH1553
 DH1553;                    North         East    Units  Estimated Accuracy
 DH1553;SPC AL W     -   432,310.      609,300.      MT  (+/- 180 meters Scaled)
 DH1553
 DH1553                          SUPERSEDED SURVEY CONTROL
 DH1553
 DH1553  NGVD 29 (??/??/92)  166.732  (m)          547.02   (f) ADJ UNCH    2 0
 DH1553
 DH1553.Superseded values are not recommended for survey control.
 DH1553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1553.See file dsdata.txt to determine how the superseded data were derived.
 DH1553
 DH1553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC630510(NAD 83)
 DH1553_MARKER: DB = BENCH MARK DISK
 DH1553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1553_STAMPING: A-96 1935
 DH1553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1553+STABILITY: SURFACE MOTION
 DH1553
 DH1553  HISTORY     - Date     Condition        Report By
 DH1553  HISTORY     - 1935     MONUMENTED       CGS
 DH1553
 DH1553                          STATION DESCRIPTION
 DH1553
 DH1553'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1553'3.5 MI SE FROM PROSPECT.
 DH1553'ALONG THE SOUTHERN RAILROAD, ABOUT 500 FEET SOUTHEAST OF MILEPOST 77,
 DH1553'90 FEET NORTHWEST OF SARAGOSSA STATION, 20 FEET NORTHWEST OF RAILROAD
 DH1553'CROSSING, AND 15 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1650 ***********************************************************************
 DH1650  DESIGNATION -  A 98
 DH1650  PID         -  DH1650
 DH1650  STATE/COUNTY-  AL/TUSCALOOSA
 DH1650  USGS QUAD   -  NEW LEXINGTON (1981)
 DH1650
 DH1650                         *CURRENT SURVEY CONTROL
 DH1650  ___________________________________________________________________
 DH1650* NAD 83(1986)-  33 31 20.     (N)    087 38 56.     (W)     SCALED    
 DH1650* NAVD 88     -       106.138  (meters)     348.22   (feet)  ADJUSTED  
 DH1650  ___________________________________________________________________
 DH1650  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DH1650  DYNAMIC HT  -         106.026 (meters)     347.85  (feet)  COMP
 DH1650  MODELED GRAV-     979,573.6   (mgal)                       NAVD 88
 DH1650
 DH1650  VERT ORDER  -  SECOND    CLASS 0
 DH1650
 DH1650.The horizontal coordinates were scaled from a topographic map and have
 DH1650.an estimated accuracy of +/- 6 seconds.
 DH1650
 DH1650.The orthometric height was determined by differential leveling
 DH1650.and adjusted by the National Geodetic Survey in June 1991..
 DH1650
 DH1650.The geoid height was determined by GEOID03.
 DH1650
 DH1650.The dynamic height is computed by dividing the NAVD 88
 DH1650.geopotential number by the normal gravity value computed on the
 DH1650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1650.degrees latitude (g = 980.6199 gals.).
 DH1650
 DH1650.The modeled gravity was interpolated from observed gravity values.
 DH1650
 DH1650;                    North         East    Units  Estimated Accuracy
 DH1650;SPC AL W     -   390,540.      586,170.      MT  (+/- 180 meters Scaled)
 DH1650
 DH1650                          SUPERSEDED SURVEY CONTROL
 DH1650
 DH1650  NGVD 29 (??/??/92)  106.111  (m)          348.13   (f) ADJ UNCH    2 0
 DH1650
 DH1650.Superseded values are not recommended for survey control.
 DH1650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1650.See file dsdata.txt to determine how the superseded data were derived.
 DH1650
 DH1650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC397093(NAD 83)
 DH1650_MARKER: DB = BENCH MARK DISK
 DH1650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1650_STAMPING: A-98 1935
 DH1650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1650+STABILITY: SURFACE MOTION
 DH1650
 DH1650  HISTORY     - Date     Condition        Report By
 DH1650  HISTORY     - 1935     MONUMENTED       CGS
 DH1650  HISTORY     - 1946     MARK NOT FOUND   NGS
 DH1650  HISTORY     - 20050517 MARK NOT FOUND   ALHD
 DH1650
 DH1650                          STATION DESCRIPTION
 DH1650
 DH1650'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1650'7.7 MI N FROM SAMANTHA.
 DH1650'ALONG THE STATE HIGHWAY NO. 13, 25 FEET WEST OF CENTERLINE OF THE
 DH1650'HIGHWAY, IN A FENCE CORNER.
 DH1650
 DH1650                          STATION RECOVERY (1946)
 DH1650
 DH1650'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH1650'MARK NOT FOUND.
 DH1650
 DH1650                          STATION RECOVERY (2005)
 DH1650
 DH1650'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH1650'DISTANCES PLACE MARK IN GRADED AREA
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1572 ***********************************************************************
 DH1572  DESIGNATION -  A 99
 DH1572  PID         -  DH1572
 DH1572  STATE/COUNTY-  AL/WALKER
 DH1572  USGS QUAD   -  OAKMAN (1981)
 DH1572
 DH1572                         *CURRENT SURVEY CONTROL
 DH1572  ___________________________________________________________________
 DH1572* NAD 83(1986)-  33 41 52.     (N)    087 26 12.     (W)     SCALED    
 DH1572* NAVD 88     -        95.416  (meters)     313.04   (feet)  ADJUSTED  
 DH1572  ___________________________________________________________________
 DH1572  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DH1572  DYNAMIC HT  -          95.317 (meters)     312.72  (feet)  COMP
 DH1572  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 DH1572
 DH1572  VERT ORDER  -  SECOND    CLASS 0
 DH1572
 DH1572.The horizontal coordinates were scaled from a topographic map and have
 DH1572.an estimated accuracy of +/- 6 seconds.
 DH1572
 DH1572.The orthometric height was determined by differential leveling
 DH1572.and adjusted by the National Geodetic Survey in June 1991..
 DH1572
 DH1572.The geoid height was determined by GEOID03.
 DH1572
 DH1572.The dynamic height is computed by dividing the NAVD 88
 DH1572.geopotential number by the normal gravity value computed on the
 DH1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1572.degrees latitude (g = 980.6199 gals.).
 DH1572
 DH1572.The modeled gravity was interpolated from observed gravity values.
 DH1572
 DH1572;                    North         East    Units  Estimated Accuracy
 DH1572;SPC AL W     -   410,000.      605,870.      MT  (+/- 180 meters Scaled)
 DH1572
 DH1572                          SUPERSEDED SURVEY CONTROL
 DH1572
 DH1572  NGVD 29 (??/??/92)   95.389  (m)          312.96   (f) ADJ UNCH    2 0
 DH1572
 DH1572.Superseded values are not recommended for survey control.
 DH1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1572.See file dsdata.txt to determine how the superseded data were derived.
 DH1572
 DH1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC595287(NAD 83)
 DH1572_MARKER: DB = BENCH MARK DISK
 DH1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1572_STAMPING: A 99 1935
 DH1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1572+STABILITY: SURFACE MOTION
 DH1572
 DH1572  HISTORY     - Date     Condition        Report By
 DH1572  HISTORY     - 1935     MONUMENTED       CGS
 DH1572
 DH1572                          STATION DESCRIPTION
 DH1572
 DH1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1572'2.2 MI E FROM CORONA.
 DH1572'2.2 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE WOLF CREEK TRESTLE
 DH1572'AT CORONA, WALKER COUNTY, AT A FARM-ROAD CROSSING, 30 FEET NORTHEAST
 DH1572'OF THE CENTERLINE OF THE TRACK, AND 12 FEET NORTHWEST OF THE
 DH1572'CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED A 99 1935 AND SET IN
 DH1572'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1452 ***********************************************************************
 DH1452  DESIGNATION -  A A 212
 DH1452  PID         -  DH1452
 DH1452  STATE/COUNTY-  AL/WALKER
 DH1452  USGS QUAD   -  DORA (1983)
 DH1452
 DH1452                         *CURRENT SURVEY CONTROL
 DH1452  ___________________________________________________________________
 DH1452* NAD 83(1986)-  33 41 28.     (N)    087 03 01.     (W)     SCALED    
 DH1452* NAVD 88     -       142.198  (meters)     466.53   (feet)  ADJUSTED  
 DH1452  ___________________________________________________________________
 DH1452  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DH1452  DYNAMIC HT  -         142.048 (meters)     466.04  (feet)  COMP
 DH1452  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 DH1452
 DH1452  VERT ORDER  -  SECOND    CLASS 0
 DH1452
 DH1452.The horizontal coordinates were scaled from a topographic map and have
 DH1452.an estimated accuracy of +/- 6 seconds.
 DH1452
 DH1452.The orthometric height was determined by differential leveling
 DH1452.and adjusted by the National Geodetic Survey in June 1991..
 DH1452
 DH1452.The geoid height was determined by GEOID03.
 DH1452
 DH1452.The dynamic height is computed by dividing the NAVD 88
 DH1452.geopotential number by the normal gravity value computed on the
 DH1452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1452.degrees latitude (g = 980.6199 gals.).
 DH1452
 DH1452.The modeled gravity was interpolated from observed gravity values.
 DH1452
 DH1452;                    North         East    Units  Estimated Accuracy
 DH1452;SPC AL W     -   409,350.      641,700.      MT  (+/- 180 meters Scaled)
 DH1452
 DH1452                          SUPERSEDED SURVEY CONTROL
 DH1452
 DH1452  NGVD 29 (??/??/92)  142.173  (m)          466.45   (f) ADJ UNCH    2 0
 DH1452
 DH1452.Superseded values are not recommended for survey control.
 DH1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1452.See file dsdata.txt to determine how the superseded data were derived.
 DH1452
 DH1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC953279(NAD 83)
 DH1452_MARKER: DB = BENCH MARK DISK
 DH1452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1452_STAMPING: AA 212 1946
 DH1452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1452+STABILITY: SURFACE MOTION
 DH1452
 DH1452  HISTORY     - Date     Condition        Report By
 DH1452  HISTORY     - 1946     MONUMENTED       CGS
 DH1452
 DH1452                          STATION DESCRIPTION
 DH1452
 DH1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1452'0.6 MI SW FROM BRYAN.
 DH1452'ABOUT 0.6 MILE SOUTHWEST ALONG THE BRYAN-QUINTON ROAD FROM THE
 DH1452'SOUTHERN RAILROAD STATION AT BRYAN, AT THE JUNCTION OF A ROAD LEADING
 DH1452'SOUTHEAST, 60 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 33 FEET
 DH1452'NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING SOUTHEAST, 11 FEET
 DH1452'NORTH OF A TRIANGULAR BLAZED 8 INCH OAK TREE, 2 FEET SOUTHEAST OF A
 DH1452'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 DH1452'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1519 ***********************************************************************
 CN1519  DESIGNATION -  AA 107
 CN1519  PID         -  CN1519
 CN1519  STATE/COUNTY-  AL/PERRY
 CN1519  USGS QUAD   -  MARION NORTH (1983)
 CN1519
 CN1519                         *CURRENT SURVEY CONTROL
 CN1519  ___________________________________________________________________
 CN1519* NAD 83(1986)-  32 37 57.     (N)    087 19 08.     (W)     SCALED    
 CN1519* NAVD 88     -       114.634  (meters)     376.10   (feet)  ADJUSTED  
 CN1519  ___________________________________________________________________
 CN1519  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CN1519  DYNAMIC HT  -         114.502 (meters)     375.66  (feet)  COMP
 CN1519  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 CN1519
 CN1519  VERT ORDER  -  SECOND    CLASS 0
 CN1519
 CN1519.The horizontal coordinates were scaled from a topographic map and have
 CN1519.an estimated accuracy of +/- 6 seconds.
 CN1519
 CN1519.The orthometric height was determined by differential leveling
 CN1519.and adjusted by the National Geodetic Survey in June 1991..
 CN1519
 CN1519.The geoid height was determined by GEOID03.
 CN1519
 CN1519.The dynamic height is computed by dividing the NAVD 88
 CN1519.geopotential number by the normal gravity value computed on the
 CN1519.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1519.degrees latitude (g = 980.6199 gals.).
 CN1519
 CN1519.The modeled gravity was interpolated from observed gravity values.
 CN1519
 CN1519;                    North         East    Units  Estimated Accuracy
 CN1519;SPC AL W     -   291,870.      616,990.      MT  (+/- 180 meters Scaled)
 CN1519
 CN1519                          SUPERSEDED SURVEY CONTROL
 CN1519
 CN1519  NGVD 29 (??/??/92)  114.579  (m)          375.91   (f) ADJ UNCH    2 0
 CN1519
 CN1519.Superseded values are not recommended for survey control.
 CN1519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1519.See file dsdata.txt to determine how the superseded data were derived.
 CN1519
 CN1519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB700105(NAD 83)
 CN1519_MARKER: DB = BENCH MARK DISK
 CN1519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1519_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1519_STAMPING: AA-107 1935
 CN1519_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1519+STABILITY: SURFACE MOTION
 CN1519
 CN1519  HISTORY     - Date     Condition        Report By
 CN1519  HISTORY     - 1935     MONUMENTED       ALGS
 CN1519  HISTORY     - 1935     GOOD             NGS
 CN1519
 CN1519                          STATION DESCRIPTION
 CN1519
 CN1519'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CN1519'IN MARION.
 CN1519'AT SOUTHWEST CORNER OF COURTHOUSE YARD, AND 2 FEET NORTHEAST OF
 CN1519'SOUTHWEST CORNER OF LOW STONE WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1520 ***********************************************************************
 BU1520  DESIGNATION -  AA 112
 BU1520  PID         -  BU1520
 BU1520  STATE/COUNTY-  AL/WILCOX
 BU1520  USGS QUAD   -  THOMASVILLE (1986)
 BU1520
 BU1520                         *CURRENT SURVEY CONTROL
 BU1520  ___________________________________________________________________
 BU1520* NAD 83(1986)-  31 57 31.     (N)    087 39 59.     (W)     SCALED    
 BU1520* NAVD 88     -        49.222  (meters)     161.49   (feet)  ADJUSTED  
 BU1520  ___________________________________________________________________
 BU1520  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BU1520  DYNAMIC HT  -          49.164 (meters)     161.30  (feet)  COMP
 BU1520  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 BU1520
 BU1520  VERT ORDER  -  FIRST     CLASS II
 BU1520
 BU1520.The horizontal coordinates were scaled from a topographic map and have
 BU1520.an estimated accuracy of +/- 6 seconds.
 BU1520
 BU1520.The orthometric height was determined by differential leveling
 BU1520.and adjusted by the National Geodetic Survey in June 1991..
 BU1520
 BU1520.The geoid height was determined by GEOID03.
 BU1520
 BU1520.The dynamic height is computed by dividing the NAVD 88
 BU1520.geopotential number by the normal gravity value computed on the
 BU1520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1520.degrees latitude (g = 980.6199 gals.).
 BU1520
 BU1520.The modeled gravity was interpolated from observed gravity values.
 BU1520
 BU1520;                    North         East    Units  Estimated Accuracy
 BU1520;SPC AL W     -   217,150.      584,270.      MT  (+/- 180 meters Scaled)
 BU1520
 BU1520                          SUPERSEDED SURVEY CONTROL
 BU1520
 BU1520  NGVD 29 (??/??/92)   49.185  (m)          161.37   (f) ADJ UNCH    1 2
 BU1520
 BU1520.Superseded values are not recommended for survey control.
 BU1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1520.See file dsdata.txt to determine how the superseded data were derived.
 BU1520
 BU1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA370360(NAD 83)
 BU1520_MARKER: DB = BENCH MARK DISK
 BU1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1520_STAMPING: AA 112 1935
 BU1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1520+STABILITY: SURFACE MOTION
 BU1520
 BU1520  HISTORY     - Date     Condition        Report By
 BU1520  HISTORY     - 1935     MONUMENTED       CGS
 BU1520  HISTORY     - 1950     GOOD             NGS
 BU1520
 BU1520                          STATION DESCRIPTION
 BU1520
 BU1520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU1520'1.7 MI W FROM SUNNY SOUTH.
 BU1520'1.7 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT SUNNY
 BU1520'SOUTH, ABOUT 9 RAILS EAST OF THE WILCOX-CLARK COUNTY LINE, AT A FARM
 BU1520'ROAD CROSSING, 171 FEET EAST OF THE SOUTH END OF THE EAST ABUTMENT OF
 BU1520'RAILWAY TRESTLE NO. 45.5 MB, 39 FEET NORTHEAST AND ACROSS THE FARM
 BU1520'ROAD FROM A TWIN PINE TREE, 34 FEET EAST-SOUTHEAST OF THE CENTER OF
 BU1520'THE CROSSING, 20.8 FEET SOUTH OF THE SOUTH RAIL, 19 1/2 FEET EAST OF
 BU1520'THE EAST END OF AN 18-INCH TILE CULVERT UNDER FARM ROAD, 100 FEET
 BU1520'NORTH-NORTHWEST OF THE CENTER LINE OF OLD STATE HIGHWAY 5 AT A POINT
 BU1520'WHERE THE OLD HIGHWAY TURNS SOUTHWEST AWAY FROM RAILWAY, 1 1/2 FEET
 BU1520'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND
 BU1520'SET IN THE TOP OF A CONCRETE POST PROJECTING 14 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1678 ***********************************************************************
 BU1678  DESIGNATION -  AA 133
 BU1678  PID         -  BU1678
 BU1678  STATE/COUNTY-  AL/WILCOX
 BU1678  USGS QUAD   -  LOWER PEACH TREE (1973)
 BU1678
 BU1678                         *CURRENT SURVEY CONTROL
 BU1678  ___________________________________________________________________
 BU1678* NAD 83(1986)-  31 50 12.     (N)    087 32 06.     (W)     SCALED    
 BU1678* NAVD 88     -        49.963  (meters)     163.92   (feet)  ADJUSTED  
 BU1678  ___________________________________________________________________
 BU1678  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1678  DYNAMIC HT  -          49.903 (meters)     163.72  (feet)  COMP
 BU1678  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 BU1678
 BU1678  VERT ORDER  -  SECOND    CLASS 0
 BU1678
 BU1678.The horizontal coordinates were scaled from a topographic map and have
 BU1678.an estimated accuracy of +/- 6 seconds.
 BU1678
 BU1678.The orthometric height was determined by differential leveling
 BU1678.and adjusted by the National Geodetic Survey in June 1991..
 BU1678
 BU1678.The geoid height was determined by GEOID03.
 BU1678
 BU1678.The dynamic height is computed by dividing the NAVD 88
 BU1678.geopotential number by the normal gravity value computed on the
 BU1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1678.degrees latitude (g = 980.6199 gals.).
 BU1678
 BU1678.The modeled gravity was interpolated from observed gravity values.
 BU1678
 BU1678;                    North         East    Units  Estimated Accuracy
 BU1678;SPC AL W     -   203,620.      596,690.      MT  (+/- 180 meters Scaled)
 BU1678
 BU1678                          SUPERSEDED SURVEY CONTROL
 BU1678
 BU1678  NGVD 29 (??/??/92)   49.934  (m)          163.83   (f) ADJ UNCH    2 0
 BU1678
 BU1678.Superseded values are not recommended for survey control.
 BU1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1678.See file dsdata.txt to determine how the superseded data were derived.
 BU1678
 BU1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA493224(NAD 83)
 BU1678_MARKER: DB = BENCH MARK DISK
 BU1678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1678_STAMPING: AA 133 1943
 BU1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1678+STABILITY: SURFACE MOTION
 BU1678
 BU1678  HISTORY     - Date     Condition        Report By
 BU1678  HISTORY     - 1943     MONUMENTED       CGS
 BU1678  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1678
 BU1678                          STATION DESCRIPTION
 BU1678
 BU1678'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU1678'1.2 MI SE FROM LOWER PEACH TREE.
 BU1678'1.2 MILES SOUTHEAST ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 BU1678'LOWER PEACH TREE, 0.3 MILE SOUTHEAST OF SAM IRBY GENERAL MERCHANDISE
 BU1678'STORE, 375.0 FEET NORTH OF JUNCTION OF BELLES LANDING ROAD, 125.0 FEET
 BU1678'NORTH OF A LARGE OAK TREE, 27.0 FEET WEST OF CENTER-LINE OF ROAD, 3.2
 BU1678'FEET WEST OF A WIRE FENCE, 4.8 FEET WEST OF REFERENCE POST, A DISK SET
 BU1678'IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 BU1678
 BU1678                          STATION RECOVERY (1973)
 BU1678
 BU1678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1678'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1292 ***********************************************************************
 CM1292  DESIGNATION -  AA 150
 CM1292  PID         -  CM1292
 CM1292  STATE/COUNTY-  AL/TALLAPOOSA
 CM1292  USGS QUAD   -  RED HILL (1971)
 CM1292
 CM1292                         *CURRENT SURVEY CONTROL
 CM1292  ___________________________________________________________________
 CM1292* NAD 83(1986)-  32 40 42.     (N)    085 52 33.     (W)     SCALED    
 CM1292* NAVD 88     -       124.401  (meters)     408.14   (feet)  ADJUSTED  
 CM1292  ___________________________________________________________________
 CM1292  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CM1292  DYNAMIC HT  -         124.255 (meters)     407.66  (feet)  COMP
 CM1292  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 CM1292
 CM1292  VERT ORDER  -  SECOND    CLASS 0
 CM1292
 CM1292.The horizontal coordinates were scaled from a topographic map and have
 CM1292.an estimated accuracy of +/- 6 seconds.
 CM1292
 CM1292.The orthometric height was determined by differential leveling
 CM1292.and adjusted by the National Geodetic Survey in June 1991..
 CM1292
 CM1292.The geoid height was determined by GEOID03.
 CM1292
 CM1292.The dynamic height is computed by dividing the NAVD 88
 CM1292.geopotential number by the normal gravity value computed on the
 CM1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1292.degrees latitude (g = 980.6199 gals.).
 CM1292
 CM1292.The modeled gravity was interpolated from observed gravity values.
 CM1292
 CM1292;                    North         East    Units  Estimated Accuracy
 CM1292;SPC AL E     -   241,520.      196,010.      MT  (+/- 180 meters Scaled)
 CM1292
 CM1292                          SUPERSEDED SURVEY CONTROL
 CM1292
 CM1292  NGVD 29 (??/??/92)  124.386  (m)          408.09   (f) ADJ UNCH    2 0
 CM1292
 CM1292.Superseded values are not recommended for survey control.
 CM1292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1292.See file dsdata.txt to determine how the superseded data were derived.
 CM1292
 CM1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB053161(NAD 83)
 CM1292_MARKER: DB = BENCH MARK DISK
 CM1292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1292_STAMPING: AA 150 1943
 CM1292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1292+STABILITY: SURFACE MOTION
 CM1292
 CM1292  HISTORY     - Date     Condition        Report By
 CM1292  HISTORY     - 1943     MONUMENTED       CGS
 CM1292  HISTORY     - 1970     MARK NOT FOUND   USGS
 CM1292
 CM1292                          STATION DESCRIPTION
 CM1292
 CM1292'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1292'15.4 MI SW FROM DADEVILLE.
 CM1292'15.4 MILES SOUTHWEST OF DADEVILLE, TALLAPOOSA COUNTY.  THIS
 CM1292'BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING
 CM1292'9.3 MILES SOUTH ALONG STATE HIGHWAY 49, THENCE 6.1 MILES WEST ALONG
 CM1292'A GRADED ROAD.  IT IS 1.7 MILES WEST OF UNION HIGH SCHOOL, 200
 CM1292'FEET NORTH OF A CONCRETE DAM ON A CREEK, 125 FEET WEST OF A
 CM1292'FRAME HOUSE (NEW IN 1943), 39 FEET SOUTH OF THE CENTERLINE
 CM1292'OF THE ROAD, 31.4 FEET SOUTH OF THE SOUTHEAST CORNER OF A WOODEN
 CM1292'BRIDGE, AND 1.7 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 CM1292'STANDARD DISK, STAMPED AA 150 1943 AND SET IN THE TOP OF A
 CM1292'CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 CM1292
 CM1292                          STATION RECOVERY (1970)
 CM1292
 CM1292'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM1292'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3573 ***********************************************************************
 DG3573  DESIGNATION -  ABANDA
 DG3573  PID         -  DG3573
 DG3573  STATE/COUNTY-  AL/CHAMBERS
 DG3573  USGS QUAD   -  MILLTOWN (1969)
 DG3573
 DG3573                         *CURRENT SURVEY CONTROL
 DG3573  ___________________________________________________________________
 DG3573* NAD 83(1992)-  33 04 17.93775(N)    085 29 30.88427(W)     ADJUSTED  
 DG3573* NAVD 88     -       241.76   (+/-2cm)     793.2    (feet)  VERTCON   
 DG3573  ___________________________________________________________________
 DG3573  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 DG3573  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG3573
 DG3573  HORZ ORDER  -  FIRST
 DG3573  VERT ORDER  -  THIRD ? (See Below)
 DG3573
 DG3573.The horizontal coordinates were established by classical geodetic methods
 DG3573.and adjusted by the National Geodetic Survey in September 1997..
 DG3573
 DG3573.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3573.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3573.The vertical order pertains to the NGVD 29 superseded value.
 DG3573
 DG3573.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3573
 DG3573.The geoid height was determined by GEOID03.
 DG3573
 DG3573;                    North         East     Units Scale Factor Converg.
 DG3573;SPC AL E     -   285,193.017   231,879.881   MT  0.99997253   +0 11 10.7
 DG3573;UTM  16      - 3,660,241.148   640,771.919   MT  0.99984434   +0 49 23.1
 DG3573
 DG3573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3573!SPC AL E     -   0.99996664  x   0.99997253  =   0.99993917
 DG3573!UTM  16      -   0.99996664  x   0.99984434  =   0.99981098
 DG3573
 DG3573|---------------------------------------------------------------------|
 DG3573| PID    Reference Object                     Distance      Geod. Az  |
 DG3573|                                                           dddmmss.s |
 DG3573| CZ2711 ABANDA RM 1                          18.545 METERS 12625     |
 DG3573| CZ2712 ABANDA RM 2                          21.908 METERS 23600     |
 DG3573| CZ2710 ABANDA AZ MK                                       2642134.3 |
 DG3573|---------------------------------------------------------------------|
 DG3573
 DG3573                          SUPERSEDED SURVEY CONTROL
 DG3573
 DG3573  NAD 83(1992)-  33 04 17.93796(N)    085 29 30.88482(W) AD(       ) 1
 DG3573  NAD 83(1986)-  33 04 17.94024(N)    085 29 30.88229(W) AD(       ) 1
 DG3573  NAD 27      -  33 04 17.50300(N)    085 29 31.05500(W) AD(       ) 1
 DG3573  NGVD 29 (07/19/86)  241.71   (m)          793.0    (f) LEVELING    3  
 DG3573
 DG3573.Superseded values are not recommended for survey control.
 DG3573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3573.See file dsdata.txt to determine how the superseded data were derived.
 DG3573
 DG3573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4077260241(NAD 83)
 DG3573_MARKER: DS = TRIANGULATION STATION DISK
 DG3573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3573
 DG3573  HISTORY     - Date     Condition        Report By
 DG3573  HISTORY     - 1941     MONUMENTED       CGS
 DG3573
 DG3573                          STATION DESCRIPTION
 DG3573
 DG3573'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG3573'STATION IS ABOUT 3 MILES S OF THE VILLAGE OF ABANDA, AND ABOUT 11
 DG3573'MILES SW OF ROANOKE, ON A LOW PROMINENT CULTIVATED HILL E OF A
 DG3573'WIDE CURVE OF THE STATE HIGHWAY, ON PROPERTY OWNED AND OCCUPIED
 DG3573'BY A MR. P.C. YERDA, WHO LIVES IN A WHITE HOUSE 0.2 MILE N OF
 DG3573'STATION.
 DG3573'
 DG3573'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG3573'BRONZE DISKS SET IN CONCRETE.
 DG3573'
 DG3573'THE AZIMUTH MARK WAS SET 0.4 MILE W OF THE STATION, 31 FEET S OF
 DG3573'MACADAM HIGHWAY AND 23 FEET SW OF A LONE MAIL BOX.  A WHITE WOODEN
 DG3573'4- BY 4-INCH POST WAS SET 3 FEET W OF THE MARK.
 DG3573'
 DG3573'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NW ON MACADAM ROAD
 DG3573'0.5 MILE TO THE MARK ON THE LEFT.
 DG3573'
 DG3573'NOTE- STATION, AZIMUTH AND TWO REFERENCE MARKS, WITNESSED BY
 DG3573'4- BY 4-INCH WHITE WOODEN POSTS.
 DG3573'
 DG3573'TO REACH THE STATION FROM THE RAILROAD STATION IN THE VILLAGE OF
 DG3573'ABANDA, GO S ON THE MACADAM HIGHWAY FOR 3.0 MILES TO THE YERDA
 DG3573'FARM ON THE LEFT AND STATION.
 DG3573'
 DG3573'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2072 ***********************************************************************
 BT2072  DESIGNATION -  ABBEVILLE ALA WATER SERV TANK
 BT2072  PID         -  BT2072
 BT2072  STATE/COUNTY-  AL/HENRY
 BT2072  USGS QUAD   -  ABBEVILLE EAST (1979)
 BT2072
 BT2072                         *CURRENT SURVEY CONTROL
 BT2072  ___________________________________________________________________
 BT2072* NAD 83(1992)-  31 34 13.45492(N)    085 14 53.90955(W)     ADJUSTED  
 BT2072* NAVD 88     -                                                        
 BT2072  ___________________________________________________________________
 BT2072  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BT2072  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BT2072
 BT2072  HORZ ORDER  -  THIRD
 BT2072
 BT2072.The horizontal coordinates were established by classical geodetic methods
 BT2072.and adjusted by the National Geodetic Survey in September 1997..
 BT2072
 BT2072
 BT2072.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2072
 BT2072.The geoid height was determined by GEOID03.
 BT2072
 BT2072;                    North         East     Units Scale Factor Converg.
 BT2072;SPC AL E     -   118,819.493   255,535.274   MT  0.99999802   +0 18 22.7
 BT2072;UTM  16      - 3,494,150.503   666,235.236   MT  0.99994084   +0 55 02.3
 BT2072
 BT2072                          SUPERSEDED SURVEY CONTROL
 BT2072
 BT2072  NAD 83(1992)-  31 34 13.46145(N)    085 14 53.89789(W) AD(       ) 4
 BT2072  NAD 83(1986)-  31 34 13.46953(N)    085 14 53.89581(W) AD(       ) 4
 BT2072  NAD 27      -  31 34 12.86200(N)    085 14 54.13300(W) AD(       ) 3
 BT2072
 BT2072.Superseded values are not recommended for survey control.
 BT2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2072.See file dsdata.txt to determine how the superseded data were derived.
 BT2072
 BT2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6623594151(NAD 83)
 BT2072_MARKER: 53 = ELEVATED TANK
 BT2072
 BT2072  HISTORY     - Date     Condition        Report By
 BT2072  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2072
 BT2072                          STATION DESCRIPTION
 BT2072
 BT2072'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2072'THIS INTERSECTION STATION IS LOCATED 0.1 MILE E OF U.S. HIGHWAY
 BT2072'241 AND KIRKLAND STREET IN ABBEVILLE.  IT IS A SILVER BOWL
 BT2072'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE.  ABOUT 136 FEET HIGH.
 BT2072'IT IS 144 FEET S OF E WILLIAMS STREET.  THE POINT OBSERVED UPON
 BT2072'WAS THE APEX OF THE BOWL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2071 ***********************************************************************
 BT2071  DESIGNATION -  ABBEVILLE CO CTHSE CLOCK TOWER
 BT2071  PID         -  BT2071
 BT2071  STATE/COUNTY-  AL/HENRY
 BT2071  USGS QUAD   -  ABBEVILLE EAST (1979)
 BT2071
 BT2071                         *CURRENT SURVEY CONTROL
 BT2071  ___________________________________________________________________
 BT2071* NAD 83(1992)-  31 34 16.05323(N)    085 14 59.43752(W)     ADJUSTED  
 BT2071* NAVD 88     -                                                        
 BT2071  ___________________________________________________________________
 BT2071  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BT2071  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BT2071
 BT2071  HORZ ORDER  -  THIRD
 BT2071
 BT2071.The horizontal coordinates were established by classical geodetic methods
 BT2071.and adjusted by the National Geodetic Survey in September 1997..
 BT2071
 BT2071
 BT2071.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2071
 BT2071.The geoid height was determined by GEOID03.
 BT2071
 BT2071;                    North         East     Units Scale Factor Converg.
 BT2071;SPC AL E     -   118,898.741   255,389.079   MT  0.99999782   +0 18 19.8
 BT2071;UTM  16      - 3,494,228.183   666,088.212   MT  0.99994024   +0 54 59.5
 BT2071
 BT2071                          SUPERSEDED SURVEY CONTROL
 BT2071
 BT2071  NAD 83(1992)-  31 34 16.05927(N)    085 14 59.42921(W) AD(       ) 4
 BT2071  NAD 83(1986)-  31 34 16.06730(N)    085 14 59.42691(W) AD(       ) 4
 BT2071  NAD 27      -  31 34 15.46000(N)    085 14 59.66500(W) AD(       ) 3
 BT2071
 BT2071.Superseded values are not recommended for survey control.
 BT2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2071.See file dsdata.txt to determine how the superseded data were derived.
 BT2071
 BT2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6608894228(NAD 83)
 BT2071_MARKER: 57 = LOOKOUT TOWER
 BT2071
 BT2071  HISTORY     - Date     Condition        Report By
 BT2071  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2071
 BT2071                          STATION DESCRIPTION
 BT2071
 BT2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2071'THIS INTERSECTION STATION IS LOCATED IN THE CENTER OF THE SQUARE
 BT2071'IN ABBEVILLE, 134 FEET E OF U.S. HIGHWAY 241 AND KIRKLAND STREET,
 BT2071'133 FEET W OF THE CENTER OF DOESWELL STREET AND 96 FEET N OF THE
 BT2071'CENTER OF WILLIAMS STREET.  IT IS PAINTED SILVER.  THE POINT
 BT2071'OBSERVED UPON WAS THE APEX OF THE DOME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2294 ***********************************************************************
 CM2294  DESIGNATION -  ABERFOIL
 CM2294  PID         -  CM2294
 CM2294  STATE/COUNTY-  AL/BULLOCK
 CM2294  USGS QUAD   -  ABERFOIL (1973)
 CM2294
 CM2294                         *CURRENT SURVEY CONTROL
 CM2294  ___________________________________________________________________
 CM2294* NAD 83(1992)-  32 04 06.23908(N)    085 41 14.95184(W)     ADJUSTED  
 CM2294* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 CM2294  ___________________________________________________________________
 CM2294  LAPLACE CORR-           2.07  (seconds)                    DEFLEC99
 CM2294  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CM2294
 CM2294  HORZ ORDER  -  FIRST
 CM2294
 CM2294.The horizontal coordinates were established by classical geodetic methods
 CM2294.and adjusted by the National Geodetic Survey in September 1997..
 CM2294
 CM2294.The orthometric height was scaled from a topographic map.
 CM2294
 CM2294.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2294
 CM2294.The geoid height was determined by GEOID03.
 CM2294
 CM2294;                    North         East     Units Scale Factor Converg.
 CM2294;SPC AL E     -   173,897.721   213,770.729   MT  0.99996234   +0 04 38.8
 CM2294;UTM  16      - 3,548,770.790   623,886.544   MT  0.99978928   +0 41 49.0
 CM2294
 CM2294!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2294!SPC AL E     -   0.99997438  x   0.99996234  =   0.99993672
 CM2294!UTM  16      -   0.99997438  x   0.99978928  =   0.99976367
 CM2294
 CM2294|---------------------------------------------------------------------|
 CM2294| PID    Reference Object                     Distance      Geod. Az  |
 CM2294|                                                           dddmmss.s |
 CM2294| CY7991 ABERFOIL RM 1                        36.390 METERS 03449     |
 CM2294| CM2293 MIDWAY MUNICIPAL TANK               APPROX.15.7 KM 0855851.2 |
 CM2294| CY7992 ABERFOIL RM 2                        26.197 METERS 10527     |
 CM2294| CY7990 ABERFOIL AZ MK                                     3194652.3 |
 CM2294| CM2300 UNION SPRINGS BAP CH SPIRE          APPROX. 8.8 KM 3420030.5 |
 CM2294| CM2299 UNION SPRINGS PRESB CH SPIRE        APPROX. 8.8 KM 3434658.8 |
 CM2294| CM2298 UNION SPRINGS N MUN TANK            APPROX. 9.6 KM 3444140.1 |
 CM2294|---------------------------------------------------------------------|
 CM2294
 CM2294                          SUPERSEDED SURVEY CONTROL
 CM2294
 CM2294  NAD 83(1992)-  32 04 06.23889(N)    085 41 14.95188(W) AD(       ) 1
 CM2294  NAD 83(1986)-  32 04 06.24829(N)    085 41 14.94669(W) AD(       ) 1
 CM2294  NAD 27      -  32 04 05.70200(N)    085 41 15.13400(W) AD(       ) 1
 CM2294
 CM2294.Superseded values are not recommended for survey control.
 CM2294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2294.See file dsdata.txt to determine how the superseded data were derived.
 CM2294
 CM2294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2388748771(NAD 83)
 CM2294_MARKER: DS = TRIANGULATION STATION DISK
 CM2294_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2294
 CM2294  HISTORY     - Date     Condition        Report By
 CM2294  HISTORY     - 1943     MONUMENTED       CGS
 CM2294
 CM2294                          STATION DESCRIPTION
 CM2294
 CM2294'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 CM2294'THE STATION IS LOCATED IN THE METHODIST CHURCHYARD IN THE
 CM2294'VILLAGE OF ABERFOIL, ABOUT 5 MILES S OF UNION SPRINGS ON U.S.
 CM2294'HIGHWAY 29.  IT IS ON THE HIGHEST POINT OF THE LAND IN THE VICINITY,
 CM2294'126 FEET W OF THE CENTER OF U.S. HIGHWAY 29, 63 FEET E OF A
 CM2294'CEMETERY, 55 FEET S OF THE SE CORNER OF A CHURCH AND 24
 CM2294'FEET N OF A FENCE.  IT IS SET FLUSH WITH THE SURFACE OF THE
 CM2294'GROUND AND THE DISK IS STAMPED ABERFOIL 1943.
 CM2294'
 CM2294'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CM2294'DISKS SET IN CONCRETE.
 CM2294'
 CM2294'REFERENCE MARK NO. 1 IS NE OF THE STATION, 69 FEET W OF THE
 CM2294'CENTER OF THE HIGHWAY, 62 FEET E OF NE CORNER OF CHURCH AND
 CM2294'7-1/2 FEET NW OF A LARGE OAK TREE.  IT IS FLUSH WITH THE SURFACE OF
 CM2294'THE GROUND AND THE DISK IS STAMPED ABERFOIL NO. 1 1943.
 CM2294'
 CM2294'REFERENCE MARK NO. 2 IS SE OF THE STATION, 41 FEET W OF
 CM2294'CENTER OF HIGHWAY AND 2 FEET NW OF A POWER-LINE TRANSFORMER
 CM2294'POLE.  IT PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 CM2294'ABERFOIL NO. 2 1943.
 CM2294'
 CM2294'THE AZIMUTH MARK IS LOCATED ABOUT 0.3 MILE NW OF THE STATION,
 CM2294'0.05 MILE S OF A GRADED ROAD, 1 FOOT E OF FENCE, ABOUT 176 FEET SW
 CM2294'OF 176 A LONE CHIMNEY.  IT PROJECTS ABOUT 7 INCHES AND THE DISK IS
 CM2294'STAMPED ABERFOIL 1943.  TO REACH FROM THE STATION GO N ON U.S.
 CM2294'HIGHWAY 29 FOR 0.3 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO 0.3
 CM2294'MILE TO A FARM ROAD LEFT.  TURN LEFT IN FARM ROAD AND GO 0.05 MILE
 CM2294'S ON E SIDE OF WIRE FENCE TO AZIMUTH MARK.
 CM2294'
 CM2294'TO REACH THE STATION FROM THE POST OFFICE IN UNION SPRINGS GO
 CM2294'WEST ONE BLOCK TO THE MONUMENT.  TURN LEFT AND GO S ON U.S.
 CM2294'HIGHWAY 29 FOR 5.75 MILES TO THE STATION ON THE RIGHT.
 CM2294'
 CM2294'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION MT. ANDREWS.
 CM2294'
 CM2294'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION PEROTE.
 CM2294'
 CM2294'A 50-FOOT TOWER WILL SEE AN 84-FOOT LIGHT AT STATION STUCKEY.
 CM2294'
 CM2294'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1856 ***********************************************************************
 DG1856  DESIGNATION -  ABLE
 DG1856  PID         -  DG1856
 DG1856  STATE/COUNTY-  AL/CLEBURNE
 DG1856  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1856
 DG1856                         *CURRENT SURVEY CONTROL
 DG1856  ___________________________________________________________________
 DG1856* NAD 83(1992)-  33 33 37.43646(N)    085 41 57.16384(W)     ADJUSTED  
 DG1856* NAVD 88     -       447.119  (meters)    1466.92   (feet)  ADJUSTED  
 DG1856  ___________________________________________________________________
 DG1856  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DG1856  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG1856  DYNAMIC HT  -         446.615 (meters)    1465.27  (feet)  COMP
 DG1856  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 DG1856
 DG1856  HORZ ORDER  -  FIRST
 DG1856  VERT ORDER  -  SECOND    CLASS 0
 DG1856
 DG1856.The horizontal coordinates were established by classical geodetic methods
 DG1856.and adjusted by the National Geodetic Survey in December 1992..
 DG1856
 DG1856.The orthometric height was determined by differential leveling
 DG1856.and adjusted by the National Geodetic Survey in June 1991..
 DG1856
 DG1856.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG1856
 DG1856.The geoid height was determined by GEOID03.
 DG1856
 DG1856.The dynamic height is computed by dividing the NAVD 88
 DG1856.geopotential number by the normal gravity value computed on the
 DG1856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1856.degrees latitude (g = 980.6199 gals.).
 DG1856
 DG1856.The modeled gravity was interpolated from observed gravity values.
 DG1856
 DG1856;                    North         East     Units Scale Factor Converg.
 DG1856;SPC AL E     -   339,354.344   212,453.723   MT  0.99996191   +0 04 26.9
 DG1856;UTM  16      - 3,714,173.418   620,744.253   MT  0.99977974   +0 43 09.1
 DG1856
 DG1856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG1856!SPC AL E     -   0.99993432  x   0.99996191  =   0.99989623
 DG1856!UTM  16      -   0.99993432  x   0.99977974  =   0.99971407
 DG1856
 DG1856|---------------------------------------------------------------------|
 DG1856| PID    Reference Object                     Distance      Geod. Az  |
 DG1856|                                                           dddmmss.s |
 DG1856| DG3611 HORSEBLOCK MT LOT                     5.738 METERS 02404     |
 DG1856| DG1855 ABLE RM 1                             5.735 METERS 02404     |
 DG1856| DG3612 FORT WORTH ATLANTA AWY BCN 71       APPROX.10.9 KM 0331142.1 |
 DG1856| DG3596 CHEAHA MTN LOT                      APPROX.13.1 KM 2304705.7 |
 DG1856| DG1858 ABLE AZ MK                                         2723200.9 |
 DG1856| DG1857 ABLE RM 2                             4.935 METERS 27549     |
 DG1856|---------------------------------------------------------------------|
 DG1856
 DG1856                          SUPERSEDED SURVEY CONTROL
 DG1856
 DG1856  NAD 83(1986)-  33 33 37.44107(N)    085 41 57.15799(W) AD(       ) 1
 DG1856  NAD 27      -  33 33 37.05500(N)    085 41 57.29800(W) AD(       ) 1
 DG1856  NGVD 29 (??/??/92)  447.044  (m)         1466.68   (f) ADJ UNCH    2 0
 DG1856
 DG1856.Superseded values are not recommended for survey control.
 DG1856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1856.See file dsdata.txt to determine how the superseded data were derived.
 DG1856
 DG1856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2074414173(NAD 83)
 DG1856_MARKER: DS = TRIANGULATION STATION DISK
 DG1856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1856_STAMPING: ABLE 1941
 DG1856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1856+STABILITY: SURFACE MOTION
 DG1856
 DG1856  HISTORY     - Date     Condition        Report By
 DG1856  HISTORY     - 1941     MONUMENTED       CGS
 DG1856  HISTORY     - 1948     GOOD             NGS
 DG1856
 DG1856                          STATION DESCRIPTION
 DG1856
 DG1856'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG1856'STATION IS ON THE HIGHEST POINT OF HORSE BLOCK MOUNTAIN, ABOUT
 DG1856'1 MI NE OF ABLE, AND ABOUT 10 MILES SE OF ANNISTON.  IT IS 5 FEET
 DG1856'W OF THE SW LEG OF THE HORSE BLOCK LOOKOUT TOWER AND PROJECTS
 DG1856'ABOUT 2 INCHES.  THE DISK IS STAMPED ABLE 1941.
 DG1856'
 DG1856'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG1856'BRONZE DISKS SET IN CONCRETE.
 DG1856'11A.
 DG1856'
 DG1856'REFERENCE MARK NO. 1 IS SET IN THE CENTER OF THE HORSE BLOCK
 DG1856'LOOKOUT TOWER.  IT IS FLUSH WITH THE GROUND AND THE DISK IS
 DG1856'STAMPED ABLE NO. 1 1941.
 DG1856'
 DG1856'REFERENCE MARK NO. 2 IS ABOUT 2 FEET LOWER THAN THE STATION
 DG1856'FLUSH WITH THE GROUND SURFACE ON THE NW SLOPE OF THE HILL AND
 DG1856'THE DISK IS STAMPED ABLE NO. 2 1941.
 DG1856'
 DG1856'AZIMUTH MARK IS 0.35 MILE BY ROAD AND IS 30 FEET N OF THE CENTER
 DG1856'OF THE ROAD.  IT PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 DG1856'ABEL 1941.
 DG1856'
 DG1856'TO REACH THE STATION FROM ANNISTON TAKE THE SKY LINE DRIVE TO
 DG1856'THE HORSE BLOCK LOOKOUT TOWER AND STATION AS DESCRIBED ABOVE.
 DG1856'
 DG1856'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 DG1856
 DG1856                          STATION RECOVERY (1948)
 DG1856
 DG1856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DG1856'2 MI NE FROM ABLE.
 DG1856'ABOUT 0.35 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 DG1856'CEMETERY AT ABLE, THENCE ABOUT 1.6 MILES NORTHEAST ALONG A
 DG1856'ROAD LEADING TO HORSEBLOCK MOUNTAIN FIRE TOWER, AT THE FIRE
 DG1856'TOWER, 5 FEET WEST OF THE SOUTH LEG OF THE TOWER, 18.8 FEET
 DG1856'SOUTHWEST OF R.M. NO. 1, 16.3 FEET EAST OF R.M. 2, AND SET IN
 DG1856'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1858 ***********************************************************************
 DG1858  DESIGNATION -  ABLE AZ MK
 DG1858  PID         -  DG1858
 DG1858  STATE/COUNTY-  AL/CLEBURNE
 DG1858  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1858
 DG1858                         *CURRENT SURVEY CONTROL
 DG1858  ___________________________________________________________________
 DG1858* NAD 83(1986)-  33 33 38.     (N)    085 42 20.     (W)     SCALED    
 DG1858* NAVD 88     -       420.475  (meters)    1379.51   (feet)  ADJUSTED  
 DG1858  ___________________________________________________________________
 DG1858  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG1858  DYNAMIC HT  -         420.002 (meters)    1377.96  (feet)  COMP
 DG1858  MODELED GRAV-     979,500.1   (mgal)                       NAVD 88
 DG1858
 DG1858  VERT ORDER  -  SECOND    CLASS 0
 DG1858
 DG1858.The horizontal coordinates were scaled from a topographic map and have
 DG1858.an estimated accuracy of +/- 6 seconds.
 DG1858
 DG1858.The orthometric height was determined by differential leveling
 DG1858.and adjusted by the National Geodetic Survey in June 1991..
 DG1858
 DG1858.The geoid height was determined by GEOID03.
 DG1858
 DG1858.The dynamic height is computed by dividing the NAVD 88
 DG1858.geopotential number by the normal gravity value computed on the
 DG1858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1858.degrees latitude (g = 980.6199 gals.).
 DG1858
 DG1858.The modeled gravity was interpolated from observed gravity values.
 DG1858
 DG1858;                    North         East    Units  Estimated Accuracy
 DG1858;SPC AL E     -   339,370.      211,870.      MT  (+/- 180 meters Scaled)
 DG1858
 DG1858                          SUPERSEDED SURVEY CONTROL
 DG1858
 DG1858  NGVD 29 (??/??/92)  420.40   (m)         1379.3    (f) COMPUTED    2 0
 DG1858
 DG1858.Superseded values are not recommended for survey control.
 DG1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1858.See file dsdata.txt to determine how the superseded data were derived.
 DG1858
 DG1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC201141(NAD 83)
 DG1858_MARKER: DZ = AZIMUTH MARK DISK
 DG1858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1858_STAMPING: ABLE 1941
 DG1858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1858+STABILITY: SURFACE MOTION
 DG1858
 DG1858  HISTORY     - Date     Condition        Report By
 DG1858  HISTORY     - 1941     MONUMENTED       CGS
 DG1858  HISTORY     - 1948     GOOD             NGS
 DG1858
 DG1858                          STATION DESCRIPTION
 DG1858
 DG1858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1858'1.6 MI NE FROM ABLE.
 DG1858'ABOUT 0.35 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CHURCH
 DG1858'AND CEMETERY AT ABLE, THENCE ABOUT 1.2 MILES NORTHEAST ALONG A
 DG1858'ROAD LEADING TO HORSEBLOCK MOUNTAIN FIRE TOWER, ABOUT 0.4 MILE
 DG1858'SOUTHWEST OF THE TOWER, ABOUT 210 FEET WEST OF THE TOP OF A
 DG1858'GRADE, AT THE NORTHEAST END OF A SMALL CUT, 26 FEET NORTHWEST
 DG1858'OF THE CENTER LINE OF THE ROAD, 49 FEET SOUTHWEST OF A TELEPHONE
 DG1858'POLE, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 DG1858'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DG1858'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1855 ***********************************************************************
 DG1855  DESIGNATION -  ABLE RM 1
 DG1855  PID         -  DG1855
 DG1855  STATE/COUNTY-  AL/CLEBURNE
 DG1855  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1855
 DG1855                         *CURRENT SURVEY CONTROL
 DG1855  ___________________________________________________________________
 DG1855* NAD 83(1986)-  33 33 37.     (N)    085 41 57.     (W)     SCALED    
 DG1855* NAVD 88     -       447.190  (meters)    1467.16   (feet)  ADJUSTED  
 DG1855  ___________________________________________________________________
 DG1855  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG1855  DYNAMIC HT  -         446.685 (meters)    1465.50  (feet)  COMP
 DG1855  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 DG1855
 DG1855  VERT ORDER  -  SECOND    CLASS 0
 DG1855
 DG1855.The horizontal coordinates were scaled from a topographic map and have
 DG1855.an estimated accuracy of +/- 6 seconds.
 DG1855
 DG1855.The orthometric height was determined by differential leveling
 DG1855.and adjusted by the National Geodetic Survey in June 1991..
 DG1855
 DG1855.The geoid height was determined by GEOID03.
 DG1855
 DG1855.The dynamic height is computed by dividing the NAVD 88
 DG1855.geopotential number by the normal gravity value computed on the
 DG1855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1855.degrees latitude (g = 980.6199 gals.).
 DG1855
 DG1855.The modeled gravity was interpolated from observed gravity values.
 DG1855
 DG1855;                    North         East    Units  Estimated Accuracy
 DG1855;SPC AL E     -   339,340.      212,460.      MT  (+/- 180 meters Scaled)
 DG1855
 DG1855                          SUPERSEDED SURVEY CONTROL
 DG1855
 DG1855  NGVD 29 (??/??/92)  447.12   (m)         1466.9    (f) COMPUTED    2 0
 DG1855
 DG1855.Superseded values are not recommended for survey control.
 DG1855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1855.See file dsdata.txt to determine how the superseded data were derived.
 DG1855
 DG1855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC207141(NAD 83)
 DG1855_MARKER: DR = REFERENCE MARK DISK
 DG1855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1855_STAMPING: ABLE NO 1 1941
 DG1855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1855+STABILITY: SURFACE MOTION
 DG1855
 DG1855  HISTORY     - Date     Condition        Report By
 DG1855  HISTORY     - 1941     MONUMENTED       CGS
 DG1855  HISTORY     - 1948     GOOD             NGS
 DG1855
 DG1855                          STATION DESCRIPTION
 DG1855
 DG1855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1855'2 MI NE FROM ABLE.
 DG1855'ABOUT 0.35 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CHURCH
 DG1855'AND CEMETERY AT ABLE, THENCE ABOUT 1.6 MILES NORTHEAST ALONG A
 DG1855'ROAD LEADING TO HORSEBLOCK MOUNTAIN FIRE TOWER, AT THE FIRE
 DG1855'TOWER, IN THE CENTER OF THE LOOKOUT TOWER, 18.8 FEET NORTH EAST
 DG1855'OF THE STATION MARK, 28.5 FEET NORTHEAST OF R.M. NO. 2, AND
 DG1855'SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1857 ***********************************************************************
 DG1857  DESIGNATION -  ABLE RM 2
 DG1857  PID         -  DG1857
 DG1857  STATE/COUNTY-  AL/CLEBURNE
 DG1857  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1857
 DG1857                         *CURRENT SURVEY CONTROL
 DG1857  ___________________________________________________________________
 DG1857* NAD 83(1986)-  33 33 37.     (N)    085 41 57.     (W)     SCALED    
 DG1857* NAVD 88     -       446.322  (meters)    1464.31   (feet)  ADJUSTED  
 DG1857  ___________________________________________________________________
 DG1857  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG1857  DYNAMIC HT  -         445.819 (meters)    1462.66  (feet)  COMP
 DG1857  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 DG1857
 DG1857  VERT ORDER  -  SECOND    CLASS 0
 DG1857
 DG1857.The horizontal coordinates were scaled from a topographic map and have
 DG1857.an estimated accuracy of +/- 6 seconds.
 DG1857
 DG1857.The orthometric height was determined by differential leveling
 DG1857.and adjusted by the National Geodetic Survey in June 1991..
 DG1857
 DG1857.The geoid height was determined by GEOID03.
 DG1857
 DG1857.The dynamic height is computed by dividing the NAVD 88
 DG1857.geopotential number by the normal gravity value computed on the
 DG1857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1857.degrees latitude (g = 980.6199 gals.).
 DG1857
 DG1857.The modeled gravity was interpolated from observed gravity values.
 DG1857
 DG1857;                    North         East    Units  Estimated Accuracy
 DG1857;SPC AL E     -   339,340.      212,460.      MT  (+/- 180 meters Scaled)
 DG1857
 DG1857                          SUPERSEDED SURVEY CONTROL
 DG1857
 DG1857  NGVD 29 (??/??/92)  446.25   (m)         1464.1    (f) COMPUTED    2 0
 DG1857
 DG1857.Superseded values are not recommended for survey control.
 DG1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1857.See file dsdata.txt to determine how the superseded data were derived.
 DG1857
 DG1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC207141(NAD 83)
 DG1857_MARKER: DR = REFERENCE MARK DISK
 DG1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1857_STAMPING: ABLE NO 2 1941
 DG1857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1857+STABILITY: SURFACE MOTION
 DG1857
 DG1857  HISTORY     - Date     Condition        Report By
 DG1857  HISTORY     - 1941     MONUMENTED       CGS
 DG1857  HISTORY     - 1948     GOOD             NGS
 DG1857
 DG1857                          STATION DESCRIPTION
 DG1857
 DG1857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1857'2 MI NE FROM ABLE.
 DG1857'ABOUT 0.35 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE CHURCH AND
 DG1857'CEMETERY AT ABLE, THENCE ABOUT 1.6 MILES NORTHEAST ALONG A ROAD
 DG1857'TO HORSEBLOCK MOUNTAIN FIRE TOWER, AT THE FIRE TOWER, 21 FEET
 DG1857'WEST OF THE SOUTH LEG OF THE TOWER, 16.3 FEET WEST OF THE
 DG1857'STATION MARK, 28.5 FEET SOUTHWEST OF R.M. 1, 1 FOOT NORTHWEST
 DG1857'OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DG1857'POST PROJECTING 1 INCH
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2209 ***********************************************************************
 CM2209  DESIGNATION -  ADAMS
 CM2209  PID         -  CM2209
 CM2209  STATE/COUNTY-  AL/CHAMBERS
 CM2209  USGS QUAD   -  LANETT NORTH (1984)
 CM2209
 CM2209                         *CURRENT SURVEY CONTROL
 CM2209  ___________________________________________________________________
 CM2209* NAD 83(1992)-  32 59 04.50110(N)    085 14 00.96161(W)     ADJUSTED  
 CM2209* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 CM2209  ___________________________________________________________________
 CM2209  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CM2209  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM2209
 CM2209  HORZ ORDER  -  FIRST
 CM2209
 CM2209.The horizontal coordinates were established by classical geodetic methods
 CM2209.and adjusted by the National Geodetic Survey in September 1997..
 CM2209
 CM2209.The orthometric height was scaled from a topographic map.
 CM2209
 CM2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2209
 CM2209.The geoid height was determined by GEOID03.
 CM2209
 CM2209;                    North         East     Units Scale Factor Converg.
 CM2209;SPC AL E     -   275,645.269   256,054.889   MT  0.99999873   +0 19 35.4
 CM2209;SPC GA W     -   331,397.308   600,281.878   MT  1.00002257   -0 34 51.2
 CM2209;SPC GA W     - 1,087,259.33  1,969,424.79   sFT  1.00002257   -0 34 51.2
 CM2209;UTM  16      - 3,650,963.244   665,049.109   MT  0.99993589   +0 57 42.7
 CM2209
 CM2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2209!SPC AL E     -   0.99996705  x   0.99999873  =   0.99996578
 CM2209!SPC GA W     -   0.99996705  x   1.00002257  =   0.99998962
 CM2209!UTM  16      -   0.99996705  x   0.99993589  =   0.99990294
 CM2209
 CM2209:                Primary Azimuth Mark                     Grid Az
 CM2209:SPC AL E     -  ADAMS AZ MK                              073 56 10.8
 CM2209:SPC GA W     -  ADAMS AZ MK                              074 50 37.4
 CM2209:UTM  16      -  ADAMS AZ MK                              073 18 03.5
 CM2209
 CM2209|---------------------------------------------------------------------|
 CM2209| PID    Reference Object                     Distance      Geod. Az  |
 CM2209|                                                           dddmmss.s |
 CM2209| CY7993 ADAMS AZ MK                                        0741546.2 |
 CM2209| CM2210 LANIER                              APPROX.11.1 KM 1685734.4 |
 CM2209| CY7994 ADAMS RM 1                           23.573 METERS 21310     |
 CM2209| CM2220 ADAMS RM 3                           17.052 METERS 23120     |
 CM2209| CY7995 ADAMS RM 2                           25.426 METERS 29412     |
 CM2209|---------------------------------------------------------------------|
 CM2209
 CM2209                          SUPERSEDED SURVEY CONTROL
 CM2209
 CM2209  NAD 83(1992)-  32 59 04.50156(N)    085 14 00.96287(W) AD(       ) 1
 CM2209  NAD 83(1986)-  32 59 04.50640(N)    085 14 00.95900(W) AD(       ) 1
 CM2209  NAD 27      -  32 59 04.05900(N)    085 14 01.16200(W) AD(       ) 1
 CM2209
 CM2209.Superseded values are not recommended for survey control.
 CM2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2209.See file dsdata.txt to determine how the superseded data were derived.
 CM2209
 CM2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6504950963(NAD 83)
 CM2209_MARKER: DS = TRIANGULATION STATION DISK
 CM2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2209
 CM2209  HISTORY     - Date     Condition        Report By
 CM2209  HISTORY     - 1941     MONUMENTED       CGS
 CM2209  HISTORY     - 1954     GOOD             CGS
 CM2209  HISTORY     - 1957     GOOD             CGS
 CM2209  HISTORY     - 1970     GOOD             USGS
 CM2209  HISTORY     - 1973     GOOD             NGS
 CM2209
 CM2209                          STATION DESCRIPTION
 CM2209
 CM2209'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2209'THE STATION IS LOCATED ABOUT 13 MILES NE OF LAFAYETTE, ON THE
 CM2209'PROPERTY OF MR. W.J. ADAMS.  IT IS 95 FEET E OF THE E CHIMNEY
 CM2209'OF THE ADAMS HOUSE AND 100 FEET S OF THE CENTER LINE OF THE
 CM2209'LA GRANGE-FIVE POINTS ROAD.
 CM2209'
 CM2209'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CM2209'BRONZE DISKS SET IN CONCRETE.
 CM2209'
 CM2209'WHITE WOODEN POSTS 4 BY 4 INCHES ARE SET AT REFERENCE MARK NO. 2,
 CM2209'THE AZIMUTH MARK AND THE STATION MARK.
 CM2209'
 CM2209'THE AZIMUTH MARK IS 0.3 MILE E OF THE STATION BY ROAD AND IS
 CM2209'28 FEET N OF THE CENTER LINE OF THE ROAD.
 CM2209'
 CM2209'TO REACH THE STATION FROM FIVE POINTS, ALABAMA, GO E TOWARD
 CM2209'LA GRANGE, GEORGIA FOR 6 MILES TO THE SETTLEMENT OF FREDONIA
 CM2209'AND CROSSROADS, CONTINUE STRAIGHT AHEAD 0.5 MILE TO A Y FORK,
 CM2209'TAKE LEFT FORK AND GO 2.6 MILES TO MR. ADAMS HOME AND THE
 CM2209'STATION ON THE RIGHT.
 CM2209'
 CM2209'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CM2209
 CM2209                          STATION RECOVERY (1954)
 CM2209
 CM2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM2209'THE STATION WAS VISITED, AND ALL MARKS WERE RECOVERED IN GOOD
 CM2209'CONDITION.  THE MARK IS W OF THE ADAMS HOUSE, AND NOT E AS
 CM2209'STATED IN THE ORIGINAL DESCRIPTION.  A NEW DESCRIPTION FOLLOWS-
 CM2209'
 CM2209'THE STATION IS LOCATED ABOUT 13 MI. NE OF LAFAYETTE, ABOUT
 CM2209'8.5 MI. E OF FIVE POINTS, ON THE PROPERTY OF MRS. W.J. ADAMS,
 CM2209'95 FT. W OF THE CHIMNEY ON THE W SIDE OF THE ADAMS HOUSE, 100
 CM2209'FT. S OF THE CENTERLINE OF A DIRT ROAD, 40 FT. NW OF A POWER
 CM2209'POLE, 42 FT. W OF A 20-IN. WATER OAK TREE, AND 58 FT. S OF A
 CM2209'24-IN. OAK TREE.  IT IS A STANDARD DISK, STAMPED ADAMS 1941 AND
 CM2209'PROJECTING 4 IN.
 CM2209'
 CM2209'REFERENCE MARK 1 IS 23.573 M. SW OF THE STATION, AND 4 FT. NE
 CM2209'OF A WITNESS POST.  IT IS A STANDARD DISK, STAMPED ADAMS NO 1
 CM2209'1941 AND PROJECTING 6 IN.
 CM2209'
 CM2209'REFERENCE MARK 2 IS 25.430 M. W-NW OF THE STATION, IN A PINE
 CM2209'GROVE, 77 FT. S OF THE CENTERLINE OF A DIRT ROAD, AND 3 FT. SE OF
 CM2209'A WITNESS POST.  IT IS A STANDARD DISK, STAMPED ADAMS NO 2 1941
 CM2209'AND PROJECTING 6 IN.
 CM2209'
 CM2209'THE AZIMUTH MARK IS 0.3 MI. E-NE OF THE STATION, 28 FT. N OF
 CM2209'THE CENTERLINE OF A DIRT ROAD, AND 3 FT. N OF THE FIRST POWER POLE
 CM2209'E OF A SIDE ROAD LEADING N.  IT IS A STANDARD DISK, STAMPED ADAMS
 CM2209'1941 AND PROJECTS 2 IN.  CLEARING WILL BE NEEDED AT THE STATION
 CM2209'TO SEE THE AZIMUTH MARK.
 CM2209'
 CM2209'TO REACH THE AZIMUTH MARK FROM THE STATION, GO E ON A DIRT
 CM2209'ROAD FOR 0.3 MI. TO THE MARK ON THE LEFT.
 CM2209'
 CM2209'TO REACH THE STATION FROM FIVE POINTS, GO E ON A PAVED ROAD
 CM2209'FOR 4.6 MI. TO THE SETTLEMENT OF FREDONIA, CONTINUE E FOR 0.65
 CM2209'MI. TO A FORK, TAKE THE LEFT FORK (A DIRT ROAD) AND GO 2.6 MI.
 CM2209'TO THE SUMMIT OF A GRADE, THE ADAMS HOUSE, AND THE STATION ON THE
 CM2209'RIGHT.
 CM2209
 CM2209                          STATION RECOVERY (1957)
 CM2209
 CM2209'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH)
 CM2209'THE STATION AND BOTH REFERENCE MARKS WERE RECOVERED IN GOOD
 CM2209'CONDITION.  THE AZIMUTH MARK WAS NOT SEARCHED FOR.  THE
 CM2209'RECOVERY NOTE BY H.A.P. IN 1954 IS ADEQUATE AND COMPLETE.
 CM2209
 CM2209                          STATION RECOVERY (1970)
 CM2209
 CM2209'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JJM)
 CM2209'TO REACH DESCRIPTION IS ADEQUATE.  BECAUSE OF SOME CULTURAL
 CM2209'CHANGES IN THE VICINITY, THE LOCATION OF THE STATION IS REDESCRIBED
 CM2209'AS FOLLOWS--LOCATED ABOUT 13 MILES NE OF LAFAYETTE, ON THE
 CM2209'PROPERTY OF MR. W.J. ADAMS ESTATE, 95 FT. W. OF THE CHIMNEY ON
 CM2209'THE W. SIDE OF THE HOUSE, 167 FT. S. OF C/L OF PAVED ROAD, 40
 CM2209'FT. NW OF POWER POLE, 42 FT. W. OF 26 IN. WATER OAK TREE, 58
 CM2209'FT. S. OF 30 IN. OAK TREE, IN GROVE OF TREES, STANDARD (USC AND
 CM2209'GS) TABLET IN CONCRETE POST.
 CM2209
 CM2209                          STATION RECOVERY (1973)
 CM2209
 CM2209'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 CM2209'THE AZIMUTH MARK WILL NO LONGER SEE THE STATION.
 CM2209'
 CM2209'DUE TO THE PROPERTY OWNERS REQUEST, NO TREES WERE CUT AND A
 CM2209'DISTANCE AND DIRECTION COULD NOT BE OBTAINED TO REFERENCE MARK 1.
 CM2209'
 CM2209'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND THE AZIMUTH MARK
 CM2209'WERE RECOVERED AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED BY
 CM2209'H. A. P. IN 1954.  THE DISTANCE TO REFERENCE MARK 2 WAS FOUND TO
 CM2209'BE SHORTER BY 0.004 OF A METER AND THE DIRECTION COULD NOT BE
 CM2209'CHECKED AT THIS TIME.  DUE TO ITS POSITION UNDER A POWER LINE,
 CM2209'THE STATION COULD NOT BE BUILT OVER.  A REFERENCE MARK 3 WAS
 CM2209'ESTABLISHED AT THIS TIME, BUILT OVER AND OCCUPIED.
 CM2209'FOLLOWING IS A NEW DESCRIPTION.
 CM2209'
 CM2209'THE STATION IS LOCATED ABOUT 1.4 MILES WEST OF THE
 CM2209'GEORGIA-ALABAMA STATE LINE AND ON PROPERTY OWNED BY MR. NORMAN
 CM2209'ADAMS OF ATLANTA, GEORGIA, WHOSE TELEPHONE NUMBER IS 233-1037.
 CM2209'
 CM2209'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA STATE HIGHWAY
 CM2209'60, GEORGIA STATE HIGHWAY 238, AND THE GEORGIA-ALABAMA STATE LINE,
 CM2209'GO WEST ON HIGHWAY 60 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE
 CM2209'RIGHT.  CONTINUE AHEAD, WESTERLY, ON THE HIGHWAY FOR 0.3 MILE TO
 CM2209'A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DRIVEWAY
 CM2209'FOR ABOUT 150 FEET TO A HOUSE ON THE LEFT AND THE STATION ON THE
 CM2209'RIGHT.
 CM2209'
 CM2209'THE STATION MARK, A STANDARD DISK STAMPED ADAMS 1941, IS SET IN THE
 CM2209'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES
 CM2209'ABOVE THE GROUND SURFACE.  IT IS 95.5 FEET WEST-NORTHWEST OF THE
 CM2209'NORTHWEST CORNER OF THE HOUSE, 52 FEET EAST OF A METAL WITNESS
 CM2209'POST AND 38.2 FEET NORTH-NORTHWEST OF A UTILITY POLE.  THE 1941
 CM2209'DATA STATES THAT AN UNDERGROUND MARK WAS SET.
 CM2209'
 CM2209'REFERENCE MARK 1, A STANDARD DISK STAMPED ADAMS NO 1 1941, IS
 CM2209'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CM2209'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET SOUTH-SOUTHWEST
 CM2209'OF THE METAL WITNESS POST AND 29 FEET SOUTH OF A 16 INCH PINE
 CM2209'TREE.
 CM2209'
 CM2209'REFERENCE MARK 2, A STANDARD DISK STAMPED ADAMS NO 2 1941, IS
 CM2209'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CM2209'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 122 FEET SOUTH-SOUTHWEST
 CM2209'OF THE CENTER OF THE HIGHWAY, 77 FEET NORTH-NORTHEAST OF THE METAL
 CM2209'WITNESS POST AND 5 FEET SOUTH OF AN 18-INCH PINE TREE.
 CM2209'
 CM2209'REFERENCE MARK 3, A STANDARD DISK STAMPED ADAMS 1941 NO 3 1973, IS
 CM2209'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 CM2209'PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 20.5 FEET EAST
 CM2209'OF THE PINE TREE AND 4.6 FEET WEST OF THE METAL WITNESS POST.
 CM2209'
 CM2209'THE AZIMUTH MARK, A STANDARD DISK STAMPED ADAMS 1941, IS SET
 CM2209'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CM2209'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 200 FEET NORTH OF THE
 CM2209'CENTER OF THE HIGHWAY, 200 FEET EAST OF A CROSS ROAD AND 3 FEET
 CM2209'NORTH OF UTILITY POLE NUMBER 114.
 CM2209'
 CM2209'HEIGHT OF LIGHT ABOVE STATION MARK 99.1 FEET.
 CM2209'
 CM2209'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM2209'13 MILES NORTHEAST OF LA FAYETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2981 ***********************************************************************
 CN2981  DESIGNATION -  ADAMS
 CN2981  PID         -  CN2981
 CN2981  STATE/COUNTY-  AL/CHILTON
 CN2981  USGS QUAD   -  PLETCHER (1982)
 CN2981
 CN2981                         *CURRENT SURVEY CONTROL
 CN2981  ___________________________________________________________________
 CN2981* NAD 83(1992)-  32 44 05.65366(N)    086 50 20.99698(W)     ADJUSTED  
 CN2981* NAVD 88     -       151.2    (meters)     496.     (feet)  VERTCON   
 CN2981  ___________________________________________________________________
 CN2981  LAPLACE CORR-           1.96  (seconds)                    DEFLEC99
 CN2981  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CN2981
 CN2981  HORZ ORDER  -  SECOND
 CN2981
 CN2981.The horizontal coordinates were established by classical geodetic methods
 CN2981.and adjusted by the National Geodetic Survey in December 1992..
 CN2981
 CN2981.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN2981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN2981
 CN2981.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2981
 CN2981.The geoid height was determined by GEOID03.
 CN2981
 CN2981;                    North         East     Units Scale Factor Converg.
 CN2981;SPC AL W     -   303,407.857   661,937.545   MT  0.99998062   +0 21 26.5
 CN2981;UTM  16      - 3,621,910.414   515,069.236   MT  0.99960280   +0 05 13.1
 CN2981
 CN2981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2981!SPC AL W     -   0.99998076  x   0.99998062  =   0.99996138
 CN2981!UTM  16      -   0.99998076  x   0.99960280  =   0.99958357
 CN2981
 CN2981|---------------------------------------------------------------------|
 CN2981| PID    Reference Object                     Distance      Geod. Az  |
 CN2981|                                                           dddmmss.s |
 CN2981| CF9286 ADAMS RM 1                           11.370 METERS 04040     |
 CN2981| CS7031 ADAMS RM 3                           20.235 METERS 12934     |
 CN2981| CF9287 ADAMS RM 2                           23.354 METERS 14819     |
 CN2981| CF9285 ADAMS AZ MK                                        2282334.4 |
 CN2981|---------------------------------------------------------------------|
 CN2981
 CN2981                          SUPERSEDED SURVEY CONTROL
 CN2981
 CN2981  NAD 83(1986)-  32 44 05.66221(N)    086 50 21.00147(W) AD(       ) 2
 CN2981  NAD 27      -  32 44 05.19890(N)    086 50 21.04656(W) AD(       ) 2
 CN2981  NGVD 29 (07/19/86)  151.2    (m)          496.     (f) VERT ANG       
 CN2981
 CN2981.Superseded values are not recommended for survey control.
 CN2981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2981.See file dsdata.txt to determine how the superseded data were derived.
 CN2981
 CN2981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1506921910(NAD 83)
 CN2981_MARKER: DS = TRIANGULATION STATION DISK
 CN2981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2981_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN2981_STAMPING: ADAMS 1971
 CN2981_MARK LOGO: NGS   
 CN2981_PROJECTION: FLUSH
 CN2981_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CN2981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2981+STABILITY: SURFACE MOTION
 CN2981
 CN2981  HISTORY     - Date     Condition        Report By
 CN2981  HISTORY     - 1971     MONUMENTED       NGS
 CN2981  HISTORY     - 19850821 GOOD             NGS
 CN2981
 CN2981                          STATION DESCRIPTION
 CN2981
 CN2981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2981'THE STATION IS LOCATED ABOUT 4 MILES SOUTH-SOUTHEAST OF MAPLESVILLE,
 CN2981'1/2 MILE SOUTHWEST OF THE ADAMS RAILROAD SIDING IN THE SW 1/4 SEC.
 CN2981'2, T.20 N., R. 12 SEC. AND IS ON ROAD RIGHT-OF-WAY.
 CN2981'
 CN2981'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 82 AND STATE
 CN2981'HIGHWAY 22, ABOUT 1-1/2 MILES SOUTH OF MAPLESVILLE, GO IN A
 CN2981'SOUTHEASTERLY DIRECTION ON U. S. HIGHWAY 82 FOR 3.35 MILES TO A
 CN2981'CROSSROAD AND THE AZIMUTH MARK IN THE NORTHEAST ANGLE OF THE
 CN2981'INTERSECTION.  TURN LEFT AND GO NORTHEAST ON COUNTY ROUTE 16 FOR
 CN2981'0.25 MILE TO THE STATION ON THE LEFT.
 CN2981'
 CN2981'STATION MARKS ARE STANDARD DISKS STAMPED ADAMS 1971.  THE SURFACE
 CN2981'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN2981'WHICH IS FLUSH WITH THE GROUND SURFACE.  IT IS 36 FEET NORTHEAST OF
 CN2981'THE CENTER OF COUNTY ROUTE 16, 12 FEET SOUTHEAST OF POWER POLE
 CN2981'NUMBER 3 1/4, 4 FEET SOUTHEAST OF A WIRE FENCE, 4 FEET
 CN2981'SOUTH-SOUTHEAST OF A METAL WITNESS POST AND ABOUT 4 FEET HIGHER THAN
 CN2981'THE ROAD SURFACE.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 CN2981'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CN2981'
 CN2981'REFERENCE MARK 1, A STANDARD DISK STAMPED ADAMS NO 1 1971, IS SET
 CN2981'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 CN2981'WITH THE GROUND SURFACE.  IT IS 34 FEET NORTHWEST OF THE CENTER OF
 CN2981'THE ROAD, 49 FEET SOUTH OF POWER POLE NUMBER 12-68, 36.5 FEET
 CN2981'NORTHEAST OF THE METAL WITNESS POST, 7.7 FEET SOUTHEAST OF THE
 CN2981'WIRE FENCE AND ABOUT 4 FEET HIGHER THAN THE ROAD SURFACE.
 CN2981'
 CN2981'REFERENCE MARK 2, A STANDARD DISK STAMPED ADAMS NO 2 1971, IS SET
 CN2981'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 CN2981'WITH THE GROUND SURFACE.  IT IS 81 FEET SOUTH-SOUTHEAST OF THE
 CN2981'METAL WITNESS POST, 34 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 2
 CN2981'FEET NORTHWEST OF A WIRE FENCE AND IS ABOUT 1 FOOT LOWER THAN
 CN2981'THE STATION.
 CN2981'
 CN2981'THE AZIMUTH MARK, A STANDARD DISK STAMPED ADAMS 1971, IS SET IN THE
 CN2981'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 CN2981'THE GROUND SURFACE.  IT IS 58.6 FEET SOUTH-SOUTHWEST OF POWER POLE
 CN2981'NUMBER M4-69, 34 FEET EAST-NORTHEAST OF THE CENTER OF U. S.
 CN2981'HIGHWAY 82, 26 FEET NORTH-NORTHWEST OF THE CENTER OF COUNTY ROUTE
 CN2981'16 AND 3 FEET NORTH-NORTHEAST OF A STOP SIGN.
 CN2981'
 CN2981'HEIGHT OF LIGHT ABOVE STATION MARK 1.2 METERS.
 CN2981
 CN2981                          STATION RECOVERY (1985)
 CN2981
 CN2981'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 CN2981'THE STATION MARK AND REFERENCE MARK NO 1 AND AZIMUTH MARK WERE
 CN2981'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 2 WAS DESTROYED WHEN A
 CN2981'NEW HOUSE WAS BUILT.  THE AZIMUTH MARK WAS NOT VISIBLE FROM THE
 CN2981'STATION DUE TO LARGE PINE TREES AND WAS GOING TO BE DESTROYED BY ROAD
 CN2981'CONSTRUCTION.  THE AZIMUTH MARK DISK WAS RECLAIMED AT THIS DATE.  NO
 CN2981'SUITABLE LOCATION FOR A NEW AZIMUTH MARK WAS AVAILABLE.  A NEW
 CN2981'REFERENCE MARK NO 3 WAS ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.  TO
 CN2981'REACH FROM THE JUNCTION OF US HIGHWAY 82 AND STATE HIGHWAY 22, 1.5 MI
 CN2981'(2.41 KM) SOUTH OF MAPELSVILLE, GO SOUTHEAST ON US HIGHWAY 82 FOR 3.3
 CN2981'MI (5.31 KM) TO A CROSSROAD, TURN LEFT AND GO NORTHEAST ON COUNTY
 CN2981'ROUTE 16 FOR 0.25 MI (0.40 KM) TO A YELLOW BRICK HOUSE ON THE RIGHT
 CN2981'AND STATION ON THE LEFT. STATION MARK IS A STANDARD DISK, STAMPED
 CN2981'ADAMS 1971, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 CN2981'GROUND.  IT IS 23.16 M (75.98 FT) SOUTH SOUTHWEST OF A POWER POLE,
 CN2981'10.66 M (34.97 FT) NORTHWEST OF THE CENTER OF COUNTY ROUTE 16, 10.21 M
 CN2981'(33.50 FT) NORTHEAST OF THE NORTHEAST END OF A STEEL GATE, 1.22 M
 CN2981'(4.00 FT) SOUTHEAST OF A LONE 6 INCH PINE TREE AND 1.52 M (4.99 FT)
 CN2981'SOUTHEAST OF A METAL WITNESS POST AND SIGN IN FENCELINE. REFERENCE
 CN2981'MARK NO 1 IS A STANDARD DISK, STAMPED ADAMS NO 1 1971, SET IN THE TOP
 CN2981'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 14.94 M (49.02
 CN2981'FT) SOUTH OF A POWER POLE, 10.06 M (33.01 FT) NORTHWEST OF THE CENTER
 CN2981'OF COUNTY ROUTE 1C, 2.29 M (7.51 FT) SOUTHEAST OF FENCE AND 1.52 M
 CN2981'(4.99 FT) NORTHWEST OF A METAL WITNESS POST AND SIGN. REFERENCE MARK
 CN2981'NO 3 IS A STANDARD NGS DISK, STAMPED ADAMS 1971 NO 3 1985, SET IN THE
 CN2981'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 29.56 M
 CN2981'(96.98 FT) NORTH OF THE NORTHEAST CORNER OF YELLOW BRICK HOUSE, 9.45 M
 CN2981'(31.00 FT) SOUTHEAST OF THE CENTER OF COUNTY ROUTE 16, 5.79 M (19.00
 CN2981'FT) WEST NORTHWEST OF THE CENTER OF GRAVEL DRIVEWAY, 3.81 M (12.50 FT)
 CN2981'SOUTH OF THE SOUTHWEST END OF A CONCRETE PINE CULVERT UNDER DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1568 ***********************************************************************
 EF1568  DESIGNATION -  ADAMS
 EF1568  PID         -  EF1568
 EF1568  STATE/COUNTY-  AL/MARION
 EF1568  USGS QUAD   -  BRILLIANT (1982)
 EF1568
 EF1568                         *CURRENT SURVEY CONTROL
 EF1568  ___________________________________________________________________
 EF1568* NAD 83(1992)-  34 03 49.56701(N)    087 45 06.61015(W)     ADJUSTED  
 EF1568* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 EF1568  ___________________________________________________________________
 EF1568  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 EF1568  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EF1568
 EF1568  HORZ ORDER  -  FIRST
 EF1568
 EF1568.The horizontal coordinates were established by classical geodetic methods
 EF1568.and adjusted by the National Geodetic Survey in December 1992..
 EF1568
 EF1568.The orthometric height was scaled from a topographic map.
 EF1568
 EF1568.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1568
 EF1568.The geoid height was determined by GEOID03.
 EF1568
 EF1568;                    North         East     Units Scale Factor Converg.
 EF1568;SPC AL W     -   450,620.022   576,753.092   MT  0.99993999   -0 08 27.8
 EF1568;UTM  16      - 3,769,481.524   430,620.738   MT  0.99965933   -0 25 16.1
 EF1568
 EF1568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1568!SPC AL W     -   0.99996312  x   0.99993999  =   0.99990311
 EF1568!UTM  16      -   0.99996312  x   0.99965933  =   0.99962246
 EF1568
 EF1568:                Primary Azimuth Mark                     Grid Az
 EF1568:SPC AL W     -  ADAMS AZ MK                              098 50 55.7
 EF1568:UTM  16      -  ADAMS AZ MK                              099 07 44.0
 EF1568
 EF1568|---------------------------------------------------------------------|
 EF1568| PID    Reference Object                     Distance      Geod. Az  |
 EF1568|                                                           dddmmss.s |
 EF1568| CG5424 ADAMS AZ MK                                        0984227.9 |
 EF1568| DH2679 WINFIELD ALABAMA MILLS TANK         APPROX.16.6 KM 2014645.8 |
 EF1568| CG5425 ADAMS RM 1                           33.502 METERS 22413     |
 EF1568| CG5426 ADAMS RM 2                           26.384 METERS 34939     |
 EF1568|---------------------------------------------------------------------|
 EF1568
 EF1568                          SUPERSEDED SURVEY CONTROL
 EF1568
 EF1568  NAD 83(1986)-  34 03 49.57558(N)    087 45 06.60819(W) AD(       ) 1
 EF1568  NAD 27      -  34 03 49.21400(N)    087 45 06.52000(W) AD(       ) 1
 EF1568
 EF1568.Superseded values are not recommended for survey control.
 EF1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1568.See file dsdata.txt to determine how the superseded data were derived.
 EF1568
 EF1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3062169482(NAD 83)
 EF1568_MARKER: DS = TRIANGULATION STATION DISK
 EF1568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1568
 EF1568  HISTORY     - Date     Condition        Report By
 EF1568  HISTORY     - 1939     MONUMENTED       CGS
 EF1568  HISTORY     - 1950     GOOD             CGS
 EF1568
 EF1568                          STATION DESCRIPTION
 EF1568
 EF1568'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 EF1568'STATION IS ON A PROMINENT WOODED HILL IN THE SE 1/4 OF SEC. 25,
 EF1568'T 11 S, R 12 W, ABOUT 10.5 MILES AIRLINE NNE OF WINFIELD, AND 14.7
 EF1568'MILES AIRLINE ESE OF HAMILTON, THE LAND IS OWNED BY THE ADAMS
 EF1568'MACHINE CO., THE STATION IS ON THE HIGHEST POINT OF THE HILL, ABOUT
 EF1568'150 YARDS N OF A GRAVEL PIT, AND APPROXIMATELY SSW OF A 20-INCH OAK
 EF1568'BLAZED WITH A TRIANGULAR BLAZE, THE MARK PROJECTS 4 INCHES.
 EF1568'
 EF1568'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EF1568'BRONZE DISKS SET IN CONCRETE.
 EF1568'
 EF1568'REFERENCE MARK NO. 1 IS SW OF STATION AND PROTRUDES 3 INCHES.
 EF1568'REFERENCE MARK NO. 2 IS N BY W OF STATION AND PROTRUDES 11 INCHES.
 EF1568'IT WAS NOT POSSIBLE TO TAPE BETWEEN REFERENCE MARKS BECAUSE OF LARGE
 EF1568'TREES IN LINE.
 EF1568'
 EF1568'AZIMUTH MARK IS E BY S OF STATION, APPROXIMATELY 35 YARDS NNE OF A
 EF1568'HOUSE, APPROXIMATELY 25 YARDS SW OF BARN, ABOUT THE CENTER OF FOUR
 EF1568'SMALL FRUIT TREES SET IN A SLIGHT ARC, THE MARK PROTRUDES 8 INCHES.
 EF1568'
 EF1568'TO REACH STATION FROM HALEYVILLE, GO S FROM THE SOUTHERN RAILWAY
 EF1568'STATION ON THE E SIDE OF THE TRACKS FOR 0.8 MILE, TURN R ACROSS
 EF1568'TRACKS AND CONTINUE S ON W SIDE OF TRACKS FOR 0.35 MILE TO A ROAD R
 EF1568'BETWEEN TWO SMALL STORES, TURN R AND GO 0.1 MILE TO A N-S ROAD,
 EF1568'TURN L AND GO 0.7 MILE TO A FORK, TAKE R FORK AND GO 1.9 MILES TO A
 EF1568'FORK, TAKE L FORK AND GO 2.85 MILES TO A CHURCH ON THE R,
 EF1568'CONTINUE STRAIGHT AHEAD FOR 1.95 MILES TO A FORK, TAKE R FORK AND
 EF1568'GO 2.6 MILES TO A FORK JUST BEYOND A SMALL BRIDGE, TAKE R FORK
 EF1568'UPHILL AND GO 2.6 MILES TO A CROSS ROAD, KEEP STRAIGHT AND GO 1.4
 EF1568'MILES TO A WOODS ROAD R OPPOSITE JIM BOWENS HOUSE ON THE L*,
 EF1568'EXAMINE WOODS ROAD BEFORE ENTERING WITH TRUCK, TURN R AND GO 0.1 MILE
 EF1568'TO A FORK, TAKE R FORK AND GO 0.1 MILE TO ANOTHER FORK, TAKE R
 EF1568'FORK UPHILL AND GO FOR 0.05 MILE TO ANOTHER FORK, TAKE L FORK AND GO
 EF1568'FOR 0.2 MILE TO A GRAVEL PIT ON SE END OF HILL, THIS IS END OF
 EF1568'TRUCK TRAVEL, AND DRIVER SHOULD EXAMINE ROAD BEFORE ATTEMPTING
 EF1568'DRIVE TO GRAVEL PIT, STATION IS ABOUT 150 YARDS N ON TOP OF HILL.
 EF1568'
 EF1568'TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE S FOR 0.25 MILE TO A
 EF1568'ROAD L, TURN L AND GO ABOUT 100 YARDS TO HOUSE AND MARK 35 YARDS NNE
 EF1568'OF HOUSE.
 EF1568'
 EF1568'*TO REACH STATION FROM WINFIELD, GO E FROM POST OFFICE ON U.S. 78 FOR
 EF1568'2.15 MILES TO A T-ROAD L, JUST E OF A GAS STATION, TURN L AND GO
 EF1568'1.95 MILES TO A FORK, KEEP L AND GO 5.0 MILES TO RAILROAD STATION IN
 EF1568'BRILLIANT, CONTINUE 1.35 MILES TO A FORK, KEEP R FORK AND GO
 EF1568'2.8 MILES TO A WOODS ROAD L OPPOSITE JIM BOWENS HOUSE ON THE R, TURN
 EF1568'L AND CONTINUE AS IN DESCRIPTION FROM HALEYVILLE.
 EF1568'
 EF1568'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 EF1568
 EF1568                          STATION RECOVERY (1950)
 EF1568
 EF1568'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EF1568'THE STATION WAS RECOVERED AS DESCRIBED BY A.P.R. IN 1939 AND ALL
 EF1568'MARKS WERE FOUND IN GOOD CONDITION.  DUE TO ROAD CHANGES IN THE
 EF1568'VICINITY A COMPLETE DESCRIPTION FOLLOWS.
 EF1568'
 EF1568'THE STATION IS LOCATED ON A HIGH TIMBERED KNOLL ABOUT 10 MILES NNE
 EF1568'OF WINFIELD, 0.5 MILE WEST OF STATE HIGHWAY 129, AND ON
 EF1568'LAND FORMERLY OWNED BY CHARLIE MULLINS AND NOW OWNED BY THE STATE OF
 EF1568'ALABAMA.  (THE STATE FOREST SERVICE PLAN TO ERECT A LOOKOUT
 EF1568'TOWER AT THIS SITE IN THE VERY NEAR FUTURE.) THE MARK IS 14 FEET
 EF1568'NORTHEAST OF WITNESS POST.
 EF1568'
 EF1568'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN HAMILTON, GO EAST
 EF1568'ON STATE HIGHWAY 112 FOR 15 MILES TO THE JUNCTION OF STATE HIGHWAY
 EF1568'129, TURN RIGHT, SOUTH, AND GO 4.85 MILES TO A GRAVELED LANE ON THE
 EF1568'RIGHT*, TURN RIGHT, WESTERLY, AND GO 0.05 MILE TO A FORK AT A
 EF1568'FENCE CORNER, TURN LEFT AND FOLLOW A DIM TRACK ROAD SOUTHWESTERLY
 EF1568'FOR 0.3 MILE TO ANOTHER FORK, TAKE THE LEFT ROAD AGAIN AND FOLLOW
 EF1568'A DIM WOODS ROAD FOR 0.25 MILE TO THE SUMMIT OF THE KNOLL AND
 EF1568'STATION SITE.
 EF1568'
 EF1568'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE SOUTH ON STATE
 EF1568'HIGHWAY 129 FOR 0.1 MILE TO A LANE ON THE LEFT, TURN LEFT, EASTERLY,
 EF1568'AND GO 0.05 MILE TO THE CLIFF BEAUCHAMP FARM HOUSE AND AZIMUTH MARK
 EF1568'IN THE NORTHWEST CORNER OF THE YARD.
 EF1568'
 EF1568'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED ADAMS
 EF1568'1939.
 EF1568'
 EF1568'REFERENCE MARK NO. 1 IS 7 FEET EAST OF THE DIM TRACK ROAD.  THE MARK
 EF1568'PROJECTS 5 INCHES, AND THE DISK IS STAMPED ADAMS 1939
 EF1568'NO. 1.
 EF1568'
 EF1568'REFERENCE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED ADAMS
 EF1568'1939 NO. 2.
 EF1568'
 EF1568'THE AZIMUTH MARK IS 104 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 EF1568'BEAUCHAMP FARM HOUSE AND 11 FEET EAST OF A CULTIVATED FIELD.  THE
 EF1568'MARK PROJECTS 11 INCHES, AND THE DISK IS STAMPED ADAMS 1939.
 EF1568'
 EF1568'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH SQUARE
 EF1568'CONCRETE POSTS.
 EF1568'
 EF1568'HEIGHT OF LIGHT ABOVE MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2220 ***********************************************************************
 CM2220  DESIGNATION -  ADAMS RM 3
 CM2220  PID         -  CM2220
 CM2220  STATE/COUNTY-  AL/CHAMBERS
 CM2220  USGS QUAD   -  LANETT NORTH (1984)
 CM2220
 CM2220                         *CURRENT SURVEY CONTROL
 CM2220  ___________________________________________________________________
 CM2220* NAD 83(1992)-  32 59 04.15530(N)    085 14 01.47443(W)     ADJUSTED  
 CM2220* NAVD 88     -       239.2    (meters)     785.     (feet)  VERTCON   
 CM2220  ___________________________________________________________________
 CM2220  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 CM2220  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM2220
 CM2220  HORZ ORDER  -  FIRST
 CM2220
 CM2220.The horizontal coordinates were established by classical geodetic methods
 CM2220.and adjusted by the National Geodetic Survey in September 1997..
 CM2220
 CM2220.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2220.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2220
 CM2220.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2220
 CM2220.The geoid height was determined by GEOID03.
 CM2220
 CM2220;                    North         East     Units Scale Factor Converg.
 CM2220;SPC AL E     -   275,634.540   256,041.635   MT  0.99999871   +0 19 35.2
 CM2220;SPC GA W     -   331,386.791   600,268.456   MT  1.00002260   -0 34 51.5
 CM2220;SPC GA W     - 1,087,224.83  1,969,380.76   sFT  1.00002260   -0 34 51.5
 CM2220;UTM  16      - 3,650,952.370   665,035.976   MT  0.99993584   +0 57 42.4
 CM2220
 CM2220!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2220!SPC AL E     -   0.99996702  x   0.99999871  =   0.99996573
 CM2220!SPC GA W     -   0.99996702  x   1.00002260  =   0.99998962
 CM2220!UTM  16      -   0.99996702  x   0.99993584  =   0.99990286
 CM2220
 CM2220:                Primary Azimuth Mark                     Grid Az
 CM2220:SPC AL E     -  VORTAC LAGRANGE RAD LGC                  019 24 16.0
 CM2220:SPC GA W     -  VORTAC LAGRANGE RAD LGC                  020 18 42.7
 CM2220:UTM  16      -  VORTAC LAGRANGE RAD LGC                  018 46 08.8
 CM2220
 CM2220|---------------------------------------------------------------------|
 CM2220| PID    Reference Object                     Distance      Geod. Az  |
 CM2220|                                                           dddmmss.s |
 CM2220| DG3553 VORTAC LAGRANGE RAD LGC             APPROX. 7.6 KM 0194351.2 |
 CM2220| CM2209 ADAMS                                17.052 METERS 05120     |
 CM2220| CM2225 LANETT INTST VALLEY TEL MAST        APPROX.11.5 KM 1635714.8 |
 CM2220| CM2216 LANIER RM 4                         APPROX.11.1 KM 1684935.6 |
 CM2220| CM2204 LANETT CABLE TV MAST                APPROX.12.4 KM 1744636.1 |
 CM2220| CY7994 ADAMS RM 1                            9.086 METERS 17722     |
 CM2220| CY7995 ADAMS RM 2                           23.285 METERS 33455     |
 CM2220|---------------------------------------------------------------------|
 CM2220
 CM2220                          SUPERSEDED SURVEY CONTROL
 CM2220
 CM2220  NAD 83(1992)-  32 59 04.15575(N)    085 14 01.47570(W) AD(       ) 1
 CM2220  NAD 83(1986)-  32 59 04.16049(N)    085 14 01.47199(W) AD(       ) 1
 CM2220  NAD 27      -  32 59 03.71317(N)    085 14 01.67481(W) AD(       ) 1
 CM2220  NGVD 29 (07/19/86)  239.2    (m)          785.     (f) VERT ANG       
 CM2220
 CM2220.Superseded values are not recommended for survey control.
 CM2220.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2220.See file dsdata.txt to determine how the superseded data were derived.
 CM2220
 CM2220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6503650952(NAD 83)
 CM2220_MARKER: DS = TRIANGULATION STATION DISK
 CM2220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2220_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2220
 CM2220  HISTORY     - Date     Condition        Report By
 CM2220  HISTORY     - 1973     MONUMENTED       NGS
 CM2220
 CM2220                          STATION DESCRIPTION
 CM2220
 CM2220'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 CM2220'NO MEASUREMENT BETWEEN RM 1 AND RM 2 DUE TO TREES.
 CM2220'
 CM2220'THE 1941 AZIMUTH MARK WILL NOT SEE THE STATION AND NO DISTANT RM
 CM2220'WAS ESTABLISHED AT THIS TIME.
 CM2220'
 CM2220'DUE TO ITS POSITION UNDER A POWER LINE TRIANGULATION STATION
 CM2220'ADAMS 1941 COULD NOT BE BUILT OVER AT THIS TIME.  REFERENCE MARK 3
 CM2220'WAS ESTABLISHED AND OCCUPIED AT THIS TIME.
 CM2220'
 CM2220'THE STATION IS LOCATED ABOUT 13 MILES NORTHEAST OF LAFAYETTE,
 CM2220'1.4 MILES WEST OF THE ALABAMA-GEORGIA STATE LINE AND ON PROPERTY
 CM2220'OWNED BY MR. NORMAN ADAMS OF ATLANTA, GEORGIA, WHOSE TELEPHONE
 CM2220'NUMBER IS 233-1037.
 CM2220'
 CM2220'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA STATE HIGHWAY
 CM2220'60 (GEORGIA STATE HIGHWAY 238) AND THE ALABAMA-GEORGIA STATE LINE,
 CM2220'GO WEST ON HIGHWAY 60 FOR 1.15 MILES TO THE AZIMUTH MARK ON THE
 CM2220'RIGHT.  CONTINUE AHEAD, WESTERLY, ON THE HIGHWAY FOR 0.3 MILE TO
 CM2220'A DRIVEWAY ON THE LEFT.  TURN LEFT AND GO SOUTH ON THE DRIVEWAY
 CM2220'FOR ABOUT 150 FEET TO A HOUSE ON THE LEFT AND THE STATION ON THE
 CM2220'RIGHT.
 CM2220'
 CM2220'THE STATION MARK IS A STANDARD REFERENCE MARK DISK STAMPED
 CM2220'ADAMS 1941 NO 3 1973.  IT IS SET IN THE TOP OF A 12-INCH
 CM2220'CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE THE
 CM2220'GROUND SURFACE.  IT IS 20.5 FEET EAST OF A 16-INCH PINE TREE AND
 CM2220'4.6 FEET WEST OF A METAL WITNESS POST.  NO UNDERGROUND MARK WAS
 CM2220'ESTABLISHED AT THIS TIME.
 CM2220'
 CM2220'ADAMS 1941, A STANDARD STATION MARK DISK STAMPED ADAMS 1941, IS
 CM2220'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CM2220'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 95.5 FEET WEST-NORTHWEST
 CM2220'OF THE NORTHWEST CORNER OF THE HOUSE, 52 FEET EAST OF A METAL
 CM2220'WITNESS POST AND 38.2 FEET NORTH-NORTHWEST OF A UTILITY POLE.
 CM2220'THE 1941 DATA STATES THAT AN UNDERGROUND MARK WAS ESTABLISHED.
 CM2220'
 CM2220'REFERENCE MARK 1, A STANDARD DISK STAMPED ADAMS NO 1 1941, IS
 CM2220'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CM2220'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 31 FEET SOUTH-SOUTHWEST
 CM2220'OF A METAL WITNESS POST AND 29 FEET SOUTH OF THE PINE TREE.
 CM2220'
 CM2220'REFERENCE MARK 2, A STANDARD DISK STAMPED ADAMS NO 2 1941, IS
 CM2220'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CM2220'5 INCHES ABOVE THE GROUND SURFACE.  IT IS 122 FEET SOUTH-SOUTHWEST
 CM2220'OF THE CENTER OF THE HIGHWAY, 77 FEET NORTH-NORTHEAST OF THE METAL
 CM2220'WITNESS POST AND 5 FEET SOUTH OF AN 18-INCH PINE TREE.
 CM2220'
 CM2220'THE AZIMUTH MARK, A STANDARD DISK STAMPED ADAMS 1941, IS SET IN
 CM2220'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 4
 CM2220'INCHES ABOVE THE GROUND SURFACE.  IT IS 200 FEET NORTH OF THE
 CM2220'HIGHWAY, 200 FEET EAST OF A CROSSROAD AND 3 FEET NORTH OF UTILITY
 CM2220'POLE NUMBER 114.
 CM2220'
 CM2220'HEIGHT OF LIGHT ABOVE STATION MARK 30.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5027 ***********************************************************************
 BG5027  DESIGNATION -  ADEM B 20
 BG5027  PID         -  BG5027
 BG5027  STATE/COUNTY-  AL/BALDWIN
 BG5027  USGS QUAD   -  
 BG5027
 BG5027                         *CURRENT SURVEY CONTROL
 BG5027  ___________________________________________________________________
 BG5027* NAD 83(1992)-  30 14 57.78286(N)    087 40 26.09692(W)     ADJUSTED  
 BG5027* NAVD 88     -         2.7    (meters)       9.     (feet)  VERTCON   
 BG5027  ___________________________________________________________________
 BG5027  X           -     223,809.566 (meters)                     COMP
 BG5027  Y           -  -5,509,816.784 (meters)                     COMP
 BG5027  Z           -   3,194,272.687 (meters)                     COMP
 BG5027  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 BG5027  ELLIP HEIGHT-         -24.77  (meters)          (07/29/02) GPS OBS
 BG5027  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG5027
 BG5027  HORZ ORDER  -  FIRST
 BG5027  ELLP ORDER  -  FOURTH    CLASS I
 BG5027
 BG5027.The horizontal coordinates were established by GPS observations
 BG5027.and adjusted by the National Geodetic Survey in December 1992..
 BG5027
 BG5027.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5027.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5027
 BG5027.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5027
 BG5027.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5027
 BG5027.The ellipsoidal height was determined by GPS observations
 BG5027.and is referenced to NAD 83.
 BG5027
 BG5027.The geoid height was determined by GEOID03.
 BG5027
 BG5027;                    North         East     Units Scale Factor Converg.
 BG5027;SPC AL W     -    27,656.318   583,262.729   MT  0.99993679   -0 05 15.4
 BG5027;SPC FL N     -   142,742.470   294,584.154   MT  0.99994946   -1 35 41.9
 BG5027;SPC FL N     -   468,314.25    966,481.51   sFT  0.99994946   -1 35 41.9
 BG5027;UTM  16      - 3,346,611.749   435,164.768   MT  0.99965186   -0 20 22.2
 BG5027
 BG5027!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5027!SPC AL W     -   1.00000389  x   0.99993679  =   0.99994068
 BG5027!SPC FL N     -   1.00000389  x   0.99994946  =   0.99995335
 BG5027!UTM  16      -   1.00000389  x   0.99965186  =   0.99965575
 BG5027
 BG5027:                Primary Azimuth Mark                     Grid Az
 BG5027:SPC AL W     -  ADEM B 22                                087 53 28.1
 BG5027:SPC FL N     -  ADEM B 22                                089 23 54.6
 BG5027:UTM  16      -  ADEM B 22                                088 08 34.9
 BG5027
 BG5027|---------------------------------------------------------------------|
 BG5027| PID    Reference Object                     Distance      Geod. Az  |
 BG5027|                                                           dddmmss.s |
 BG5027| BG5028 ADEM B 22                           APPROX. 0.6 KM 0874812.7 |
 BG5027|---------------------------------------------------------------------|
 BG5027
 BG5027                          SUPERSEDED SURVEY CONTROL
 BG5027
 BG5027  ELLIP H (01/21/93)  -24.64   (m)                       GP(       ) 4 2
 BG5027  ELLIP H (12/04/92)  -24.64   (m)                       GP(       ) 4 1
 BG5027  NAD 83(1992)-  30 14 57.80453(N)    087 40 26.10150(W) AD(       ) 1
 BG5027  NGVD 29 (12/04/92)    2.7    (m)            9.     (f) GPS OBS        
 BG5027
 BG5027.Superseded values are not recommended for survey control.
 BG5027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5027.See file dsdata.txt to determine how the superseded data were derived.
 BG5027
 BG5027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3516546612(NAD 83)
 BG5027_MARKER: DU = BOUNDARY MARKER
 BG5027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5027_SP_SET: CONCRETE POST
 BG5027_STAMPING: ADEM B 20 1985
 BG5027_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5027+STABILITY: SURFACE MOTION
 BG5027_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5027+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 BG5027
 BG5027  HISTORY     - Date     Condition        Report By
 BG5027  HISTORY     - 1985     MONUMENTED       ALHD
 BG5027  HISTORY     - 19910416 GOOD             ALHD
 BG5027
 BG5027                          STATION DESCRIPTION
 BG5027
 BG5027'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5027'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE PRIMARY DUNE LINE
 BG5027'ESTABLISHED BY ALABAMA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT IN 1985
 BG5027'IN GULF SHORES.
 BG5027'TO REACH THE STATION FROM THE JUNCTION OF ALA 59 AND ALA 182 (MILE
 BG5027'POST 0 ON ALA 59 AND MILE POST 6.40 ON ALA 182) IN GULF SHORES, DRIVE
 BG5027'EAST ON ALA 182 FOR 0.95 MI (1.53 KM) TO MILE POST 7.35 AND THE
 BG5027'ENTRANCE TO SURF SIDE R V COURT ON THE RIGHT, TURN RIGHT INTO THE
 BG5027'SURF SIDE R V COURT AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO THE
 BG5027'STATION ON THE LEFT.
 BG5027'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE SURF SIDE R V
 BG5027'COURT DIRECTLY BEHIND PARKING SPACE NO. 23, 11.4 FT (3.5 M) NORTH OF
 BG5027'A CABLE VISION PEDESTAL AT A PICNIC TABLE, 17.0 FT (5.2 M)
 BG5027'EAST-SOUTHEAST OF THE EAST END OF PARKING SPACE NO. 23, 21.9 FT
 BG5027'(6.7 M) EAST OF THE ELECTRIC METERS FOR PARKING SPACES NO. 22 AND NO.
 BG5027'23, 2.6 FT (0.8 M) SOUTH OF A CARSONITE WITNESS POST, AN ALUMINUM
 BG5027'DISK SET IN THE TOP OF A FOUR FOOT LONG, REINFORCED, SIX-INCH BY
 BG5027'SIX-INCH PRECAST CONCRETE POST PROJECTIONG 1.4 FT (0.4 M) .
 BG5027'STATION ADEM B 22 1985 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5027'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 BG5027'MR. JIM MARTIN
 BG5027'SURF SIDE R V COURT
 BG5027'561 EAST BEACH ROAD
 BG5027'GULF SHORES, ALABAMA 36542
 BG5027'PHONE 205-948-6533.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5028 ***********************************************************************
 BG5028  DESIGNATION -  ADEM B 22
 BG5028  PID         -  BG5028
 BG5028  STATE/COUNTY-  AL/BALDWIN
 BG5028  USGS QUAD   -  
 BG5028
 BG5028                         *CURRENT SURVEY CONTROL
 BG5028  ___________________________________________________________________
 BG5028* NAD 83(1992)-  30 14 58.46933(N)    087 40 05.46793(W)     ADJUSTED  
 BG5028* NAVD 88     -         2.9    (meters)      10.     (feet)  VERTCON   
 BG5028  ___________________________________________________________________
 BG5028  X           -     224,360.188 (meters)                     COMP
 BG5028  Y           -  -5,509,783.923 (meters)                     COMP
 BG5028  Z           -   3,194,291.059 (meters)                     COMP
 BG5028  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 BG5028  ELLIP HEIGHT-         -24.55  (meters)          (07/29/02) GPS OBS
 BG5028  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG5028
 BG5028  HORZ ORDER  -  FIRST
 BG5028  ELLP ORDER  -  FOURTH    CLASS I
 BG5028
 BG5028.The horizontal coordinates were established by GPS observations
 BG5028.and adjusted by the National Geodetic Survey in December 1992..
 BG5028
 BG5028.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG5028.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG5028
 BG5028.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5028
 BG5028.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5028
 BG5028.The ellipsoidal height was determined by GPS observations
 BG5028.and is referenced to NAD 83.
 BG5028
 BG5028.The geoid height was determined by GEOID03.
 BG5028
 BG5028;                    North         East     Units Scale Factor Converg.
 BG5028;SPC AL W     -    27,676.626   583,814.230   MT  0.99993656   -0 05 05.0
 BG5028;UTM  16      - 3,346,629.627   435,716.196   MT  0.99965098   -0 20 11.8
 BG5028
 BG5028!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5028!SPC AL W     -   1.00000386  x   0.99993656  =   0.99994042
 BG5028!UTM  16      -   1.00000386  x   0.99965098  =   0.99965483
 BG5028
 BG5028:                Primary Azimuth Mark                     Grid Az
 BG5028:SPC AL W     -  ADEM B 20                                267 53 28.1
 BG5028:UTM  16      -  ADEM B 20                                268 08 34.9
 BG5028
 BG5028|---------------------------------------------------------------------|
 BG5028| PID    Reference Object                     Distance      Geod. Az  |
 BG5028|                                                           dddmmss.s |
 BG5028| BG5027 ADEM B 20                           APPROX. 0.6 KM 2674823.1 |
 BG5028|---------------------------------------------------------------------|
 BG5028
 BG5028                          SUPERSEDED SURVEY CONTROL
 BG5028
 BG5028  ELLIP H (01/21/93)  -24.42   (m)                       GP(       ) 4 2
 BG5028  ELLIP H (12/04/92)  -24.42   (m)                       GP(       ) 4 1
 BG5028  NAD 83(1992)-  30 14 58.49099(N)    087 40 05.47251(W) AD(       ) 1
 BG5028  NGVD 29 (12/04/92)    2.9    (m)           10.     (f) GPS OBS        
 BG5028
 BG5028.Superseded values are not recommended for survey control.
 BG5028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5028.See file dsdata.txt to determine how the superseded data were derived.
 BG5028
 BG5028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3571646630(NAD 83)
 BG5028_MARKER: DU = BOUNDARY MARKER
 BG5028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5028_SP_SET: CONCRETE POST
 BG5028_STAMPING: ADEM B 22 1985
 BG5028_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5028+STABILITY: SURFACE MOTION
 BG5028_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5028+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG5028
 BG5028  HISTORY     - Date     Condition        Report By
 BG5028  HISTORY     - 1985     MONUMENTED       ALHD
 BG5028  HISTORY     - 19910416 GOOD             ALHD
 BG5028  HISTORY     - 20030410 GOOD             USPSQD
 BG5028  HISTORY     - 20040424 GOOD             USPSQD
 BG5028  HISTORY     - 20050720 GOOD             USPSQD
 BG5028
 BG5028                          STATION DESCRIPTION
 BG5028
 BG5028'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5028'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE PRIMARY DUNE LINE
 BG5028'ESTABLISHED BY ALABAMA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT IN 1985
 BG5028'IN GULF SHORES.
 BG5028'TO REACH THE STATION FROM THE JUNCTION OF ALA 59 AND ALA 182 (MILE
 BG5028'POST 0 ON ALA 59 AND MILE POST 6.40 ON ALA 182) IN GULF SHORES, DRIVE
 BG5028'EAST ON ALA 182 FOR 1.35 MI (2.17 KM) TO MILE POST 7.75 AND A PAVED
 BG5028'DRIVE SOUTH TO THE GULF STATE PARK FISHING PIER ON THE RIGHT, TURN
 BG5028'RIGHT ON THE PAVED DRIVE AND DRIVE SOUTH FOR 0.15 MI (0.24 KM) TO THE
 BG5028'END OF THE DRIVE AND THE STATION ON THE LEFT.
 BG5028'THE STATION IS LOCATED NEAR THE SOUTHEAST CORNER OF THE PAVED DRIVE AT
 BG5028'THE EMPLOYEE PARKING AREA, 12.0 FT (3.7 M) EAST OF THE EAST EDGE OF
 BG5028'THE EMPLOYEE PARKING AREA, 47.8 FT (14.6 M) SOUTHEAST OF THE
 BG5028'SOUTHEAST CORNER OF THE GUARD BUILDING, 80.0 FT (24.4 M) NORTHEAST OF
 BG5028'THE NORTHEAST CORNER OF THE FISHING PIER, 1.6 FT (0.5 M)
 BG5028'WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AN ALUMINUM DISK SET IN
 BG5028'THE TOP OF A FOUR FOOT LONG, REINFORCED, SIX-INCH BY SIX-INCH PRECAST
 BG5028'CONCRETE POST THREE INCHES UNDERGROUND.
 BG5028'STATION ADEM B 20 1985 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG5028
 BG5028                          STATION RECOVERY (2003)
 BG5028
 BG5028'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG5028'CORRECT 3 INCHES UNDERGROUND TO READ 18 INCHES UNDERGROUND.
 BG5028
 BG5028                          STATION RECOVERY (2004)
 BG5028
 BG5028'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG5028'BURIED IN SAND DUNE.
 BG5028
 BG5028                          STATION RECOVERY (2005)
 BG5028
 BG5028'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG5028'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG5026 ***********************************************************************
 BG5026  DESIGNATION -  ADEM B 8
 BG5026  PID         -  BG5026
 BG5026  STATE/COUNTY-  AL/BALDWIN
 BG5026  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG5026
 BG5026                         *CURRENT SURVEY CONTROL
 BG5026  ___________________________________________________________________
 BG5026* NAD 83(1992)-  30 13 53.33849(N)    087 55 08.66463(W)     ADJUSTED  
 BG5026* NAVD 88     -         3.070  (meters)      10.07   (feet)  ADJUSTED  
 BG5026  ___________________________________________________________________
 BG5026  X           -     200,268.433 (meters)                     COMP
 BG5026  Y           -  -5,511,722.954 (meters)                     COMP
 BG5026  Z           -   3,192,558.391 (meters)                     COMP
 BG5026  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BG5026  ELLIP HEIGHT-         -24.54  (meters)          (07/29/02) GPS OBS
 BG5026  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BG5026  DYNAMIC HT  -           3.066 (meters)      10.06  (feet)  COMP
 BG5026  MODELED GRAV-     979,322.8   (mgal)                       NAVD 88
 BG5026
 BG5026  HORZ ORDER  -  FIRST
 BG5026  VERT ORDER  -  FIRST     CLASS II
 BG5026  ELLP ORDER  -  FOURTH    CLASS I
 BG5026
 BG5026.The horizontal coordinates were established by GPS observations
 BG5026.and adjusted by the National Geodetic Survey in December 1992..
 BG5026
 BG5026.The orthometric height was determined by differential leveling
 BG5026.and adjusted by the National Geodetic Survey in July 2002..
 BG5026
 BG5026.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG5026
 BG5026.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG5026
 BG5026.The ellipsoidal height was determined by GPS observations
 BG5026.and is referenced to NAD 83.
 BG5026
 BG5026.The geoid height was determined by GEOID03.
 BG5026
 BG5026.The dynamic height is computed by dividing the NAVD 88
 BG5026.geopotential number by the normal gravity value computed on the
 BG5026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG5026.degrees latitude (g = 980.6199 gals.).
 BG5026
 BG5026.The modeled gravity was interpolated from observed gravity values.
 BG5026
 BG5026;                    North         East     Units Scale Factor Converg.
 BG5026;SPC AL W     -    25,733.465   559,661.839   MT  0.99995340   -0 12 39.6
 BG5026;UTM  16      - 3,344,793.140   411,562.052   MT  0.99969649   -0 27 46.0
 BG5026
 BG5026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG5026!SPC AL W     -   1.00000385  x   0.99995340  =   0.99995725
 BG5026!UTM  16      -   1.00000385  x   0.99969649  =   0.99970034
 BG5026
 BG5026                          SUPERSEDED SURVEY CONTROL
 BG5026
 BG5026  ELLIP H (01/21/93)  -24.44   (m)                       GP(       ) 4 2
 BG5026  ELLIP H (12/04/92)  -24.44   (m)                       GP(       ) 4 1
 BG5026  NAD 83(1992)-  30 13 53.36251(N)    087 55 08.67210(W) AD(       ) 1
 BG5026  NGVD 29 (12/04/92)    3.0    (m)           10.     (f) GPS OBS        
 BG5026
 BG5026.Superseded values are not recommended for survey control.
 BG5026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG5026.See file dsdata.txt to determine how the superseded data were derived.
 BG5026
 BG5026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1156244793(NAD 83)
 BG5026_MARKER: DD = SURVEY DISK
 BG5026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG5026_SP_SET: CONCRETE POST
 BG5026_STAMPING: ADEM B 8 1985
 BG5026_MARK LOGO: NONE  
 BG5026_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BG5026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG5026+STABILITY: SURFACE MOTION
 BG5026_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG5026+SATELLITE: SATELLITE OBSERVATIONS - February 22, 1996
 BG5026
 BG5026  HISTORY     - Date     Condition        Report By
 BG5026  HISTORY     - 1985     MONUMENTED       ALHD
 BG5026  HISTORY     - 19910416 GOOD             ALHD
 BG5026  HISTORY     - 19960222 GOOD             NGS
 BG5026
 BG5026                          STATION DESCRIPTION
 BG5026
 BG5026'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG5026'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE PRIMARY DUNE LINE
 BG5026'ESTABLISHED BY THE ALABAMA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT IN
 BG5026'1985, ABOUT 14.50 MI (23.33 KM) WEST-SOUTHWEST OF GULF SHORES AND
 BG5026'ABOUT 20.10 MI (32.35 KM) SOUTH OF FAIRHOPE.
 BG5026'TO REACH THE STATION FROM THE JUNCTION OF ALA 59 AND ALA 180 (MILE
 BG5026'POST 1.05 ON ALA 59 AND MILE POST 20.95 ON ALA 180) IN GULF SHORES,
 BG5026'DRIVE WEST ON ALA 180 FOR 15.05 MI (24.22 KM) TO MILE POST 5.90 AND A
 BG5026'SHELL SURFACED STREET ON THE LEFT, TURN LEFT ON THE SHELL SURFACED
 BG5026'STREET AND DRIVE SOUTH FOR 0.20 MI (0.32 KM) TO A T-INTERSECTION WITH
 BG5026'AN EAST-WEST SHELL SURFACED STREET, TURN LEFT ON THE SHELL SURFACED
 BG5026'STREET AND DRIVE EAST FOR 0.50 MI (0.80 KM) TO THE END OF THE STREET
 BG5026'AND THE STATION ON THE RIGHT.
 BG5026'THE STATION IS LOCATED ON TOP OF A SMALL SAND DUNE EAST OF A GROUP OF
 BG5026'BEACH HOUSES, NEAR THE SOUTHEAST BROWN FRAME BEACH HOUSE, 94.0 FT
 BG5026'(28.7 M) EAST-SOUTHEAST OF THE NORTHEAST CORNER OF THE BROWN BEACH
 BG5026'HOUSE, 101.0 FT (30.8 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER OF
 BG5026'THE BROWN BEACH HOUSE, 217.0 FT (66.1 M) SOUTHEAST OF A TRANSFORMER
 BG5026'POWER POLE, 1.4 FT (0.4 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS
 BG5026'POST, AN ALUMINUM DISK SET IN THE TOP OF A PRECAST, REINFORCED, FOUR
 BG5026'FOOT LONG, SIX-INCH BY SIX-INCH CONCRETE POST PROJECTING 0.5 FT
 BG5026'(0.2 M) .
 BG5026'TRIANGULATION STATION WEEKS ERDL RESET MAY BE USED AS AN AZIMUTH FOR
 BG5026'THIS STATION.
 BG5026
 BG5026                          STATION RECOVERY (1996)
 BG5026
 BG5026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BG5026'24.2 KM (15.05 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 BG5026'OF STATE HIGHWAY 59 IN GULF SHORES, THENCE 0.3 KM (0.20 MI) SOUTHERLY
 BG5026'ALONG PONCE DELEON DRIVE, THENCE 0.8 KM (0.50 MI) EASTERLY ALONG BEACH
 BG5026'BOULEVARD, 50.0 M (164.0 FT) SOUTH OF THE EXTENDED BOULEVARD CENTER,
 BG5026'30.8 M (101.0 FT) NORTHEAST OF THE SOUTHEAST CORNER OF A BEACH HOUSE,
 BG5026'28.7 M (94.2 FT) EAST OF THE NORTHEAST CORNER OF A BEACH HOUSE, 11.9 M
 BG5026'(39.0 FT) WEST OF THE SOUTHWEST CORNER OF A BEACH HOUSE, 1.0 M (3.3
 BG5026'FT) ABOVE THE LEVEL OF THE BOULEVARD, 0.5 M (1.6 FT) SOUTH OF A
 BG5026'WITNESS POST, AND THE MONUMENT PROJECTS 0.3 M (1.0 FT) ABOVE THE
 BG5026'GROUND SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3166 ***********************************************************************
 BH3166  DESIGNATION -  ADEM DI 14
 BH3166  PID         -  BH3166
 BH3166  STATE/COUNTY-  AL/MOBILE
 BH3166  USGS QUAD   -  HERON BAY (1982)
 BH3166
 BH3166                         *CURRENT SURVEY CONTROL
 BH3166  ___________________________________________________________________
 BH3166* NAD 83(1992)-  30 15 00.72501(N)    088 08 25.26645(W)     ADJUSTED  
 BH3166* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 BH3166  ___________________________________________________________________
 BH3166  X           -     178,946.595 (meters)                     COMP
 BH3166  Y           -  -5,511,410.181 (meters)                     COMP
 BH3166  Z           -   3,194,350.723 (meters)                     COMP
 BH3166  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BH3166  ELLIP HEIGHT-         -25.22  (meters)          (07/29/02) GPS OBS
 BH3166  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH3166
 BH3166  HORZ ORDER  -  FIRST
 BH3166  ELLP ORDER  -  FOURTH    CLASS I
 BH3166
 BH3166.The horizontal coordinates were established by GPS observations
 BH3166.and adjusted by the National Geodetic Survey in December 1992..
 BH3166
 BH3166.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3166.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3166
 BH3166.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3166
 BH3166.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3166
 BH3166.The ellipsoidal height was determined by GPS observations
 BH3166.and is referenced to NAD 83.
 BH3166
 BH3166.The geoid height was determined by GEOID03.
 BH3166
 BH3166;                    North         East     Units Scale Factor Converg.
 BH3166;SPC AL W     -    27,907.607   538,373.887   MT  0.99998017   -0 19 21.4
 BH3166;UTM  16      - 3,347,060.283   390,289.060   MT  0.99974849   -0 34 28.3
 BH3166
 BH3166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3166!SPC AL W     -   1.00000396  x   0.99998017  =   0.99998413
 BH3166!UTM  16      -   1.00000396  x   0.99974849  =   0.99975245
 BH3166
 BH3166:                Primary Azimuth Mark                     Grid Az
 BH3166:SPC AL W     -  ADEM DI 16                               097 44 24.9
 BH3166:UTM  16      -  ADEM DI 16                               097 59 31.8
 BH3166
 BH3166|---------------------------------------------------------------------|
 BH3166| PID    Reference Object                     Distance      Geod. Az  |
 BH3166|                                                           dddmmss.s |
 BH3166| BH3167 ADEM DI 16                          APPROX. 0.5 KM 0972503.5 |
 BH3166|---------------------------------------------------------------------|
 BH3166
 BH3166                          SUPERSEDED SURVEY CONTROL
 BH3166
 BH3166  ELLIP H (01/21/93)  -25.19   (m)                       GP(       ) 4 2
 BH3166  ELLIP H (12/04/92)  -25.19   (m)                       GP(       ) 4 1
 BH3166  NAD 83(1986)-  30 15 00.74810(N)    088 08 25.26963(W) AD(       ) 1
 BH3166  NGVD 29 (12/04/92)    2.5    (m)            8.     (f) GPS OBS        
 BH3166
 BH3166.Superseded values are not recommended for survey control.
 BH3166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3166.See file dsdata.txt to determine how the superseded data were derived.
 BH3166
 BH3166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9028947060(NAD 83)
 BH3166_MARKER: DU = BOUNDARY MARKER
 BH3166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3166_SP_SET: CONCRETE POST
 BH3166_STAMPING: ADEM DI 14 1986
 BH3166_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3166+STABILITY: SURFACE MOTION
 BH3166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3166+SATELLITE: SATELLITE OBSERVATIONS - April 16, 1991
 BH3166
 BH3166  HISTORY     - Date     Condition        Report By
 BH3166  HISTORY     - 1986     MONUMENTED       ALHD
 BH3166  HISTORY     - 19910416 GOOD             ALHD
 BH3166
 BH3166                          STATION DESCRIPTION
 BH3166
 BH3166'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3166'THE STATION IS LOCATED IN MOBILE COUNTY ON THE PRIMARY DUNE LINE
 BH3166'ESTABLISHED BY THE ALABAMA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT IN
 BH3166'1986 ON DAUPHIN ISLAND.
 BH3166'TO REACH THE STATION FROM EXIT 17 ON I-10 (MILE POST 25.65 ON ALA 193)
 BH3166'DRIVE SOUTH ON ALA 193 FOR 25.65 MI (41.28 KM) TO MILE POST 0 AND A
 BH3166'T-INTERSECTION WITH BIENVILLE BOULEVARD LEFT AND RIGHT AT THE WATER
 BH3166'TANK ON DAUPHIN ISLAND, TURN RIGHT ON BIENVILLE BOULEVARD AND DRIVE
 BH3166'WEST FOR 1.80 MI (2.90 KM) TO PONCHARTRAN CT ON THE LEFT, TURN LEFT
 BH3166'ON PONCHARTRAN CT AND DRIVE SOUTH FOR 0.10 MI (0.16 KM) TO THE END OF
 BH3166'PAVEMENT AND 101 PONCHARTRAN COURT (HURACAN) ON THE RIGHT WITH THE
 BH3166'STATION ON THE BEACH SIDE OF THE BEACH HOUSE.
 BH3166'THE STATION IS 33.6 FT (10.2 M) SOUTH-SOUTHEAST OF THE BOTTOM OF THE
 BH3166'STEPS FROM THE SUN DECK, 34.7 FT (10.6 M) SOUTH OF AN EIGHT-INCH PALM
 BH3166'TREE, 47.2 FT (14.4 M) SOUTH-SOUTHWEST OF THE SOUTHEAST PILING OF THE
 BH3166'SUN DECK, 48.1 FT (14.7 M) SOUTHEAST OF THE SOUTHWEST PILING OF THE
 BH3166'BEACH HOUSE, 0.6 FT (0.2 M) EAST-NORTHEAST OF A CARSONITE WITNESS
 BH3166'POST, AN ALUMINUM DISK SET IN THE TOP OF A FOUR FOOT LONG,
 BH3166'REINFORCED, SIX BY SIX-INCH PRECAST CONCRETE POST AND PROJECTING SIX
 BH3166'INCHES.
 BH3166'STATION ADEM DI 16 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BH3166'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 BH3166'DAUPHIN ISLAND POLICE DEPARTMENT
 BH3166'PHONE 205-861-5523.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3167 ***********************************************************************
 BH3167  DESIGNATION -  ADEM DI 16
 BH3167  PID         -  BH3167
 BH3167  STATE/COUNTY-  AL/MOBILE
 BH3167  USGS QUAD   -  FORT MORGAN NW (1982)
 BH3167
 BH3167                         *CURRENT SURVEY CONTROL
 BH3167  ___________________________________________________________________
 BH3167* NAD 83(1992)-  30 14 58.49504(N)    088 08 05.54093(W)     ADJUSTED  
 BH3167* NAVD 88     -         3.3    (meters)      11.     (feet)  VERTCON   
 BH3167  ___________________________________________________________________
 BH3167  X           -     179,474.809 (meters)                     COMP
 BH3167  Y           -  -5,511,428.283 (meters)                     COMP
 BH3167  Z           -   3,194,291.793 (meters)                     COMP
 BH3167  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BH3167  ELLIP HEIGHT-         -24.45  (meters)          (07/29/02) GPS OBS
 BH3167  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BH3167
 BH3167  HORZ ORDER  -  FIRST
 BH3167  ELLP ORDER  -  FOURTH    CLASS I
 BH3167
 BH3167.The horizontal coordinates were established by GPS observations
 BH3167.and adjusted by the National Geodetic Survey in December 1992..
 BH3167
 BH3167.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3167.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3167
 BH3167.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH3167
 BH3167.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3167
 BH3167.The ellipsoidal height was determined by GPS observations
 BH3167.and is referenced to NAD 83.
 BH3167
 BH3167.The geoid height was determined by GEOID03.
 BH3167
 BH3167;                    North         East     Units Scale Factor Converg.
 BH3167;SPC AL W     -    27,835.985   538,900.832   MT  0.99997937   -0 19 11.4
 BH3167;UTM  16      - 3,346,986.361   390,815.563   MT  0.99974707   -0 34 18.4
 BH3167
 BH3167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3167!SPC AL W     -   1.00000384  x   0.99997937  =   0.99998321
 BH3167!UTM  16      -   1.00000384  x   0.99974707  =   0.99975091
 BH3167
 BH3167:                Primary Azimuth Mark                     Grid Az
 BH3167:SPC AL W     -  ADEM DI 14                               277 44 24.8
 BH3167:UTM  16      -  ADEM DI 14                               277 59 31.8
 BH3167
 BH3167|---------------------------------------------------------------------|
 BH3167| PID    Reference Object                     Distance      Geod. Az  |
 BH3167|                                                           dddmmss.s |
 BH3167| BH3166 ADEM DI 14                          APPROX. 0.5 KM 2772513.4 |
 BH3167|---------------------------------------------------------------------|
 BH3167
 BH3167                          SUPERSEDED SURVEY CONTROL
 BH3167
 BH3167  ELLIP H (01/21/93)  -24.42   (m)                       GP(       ) 4 2
 BH3167  ELLIP H (12/04/92)  -24.42   (m)                       GP(       ) 4 1
 BH3167  NAD 83(1986)-  30 14 58.51814(N)    088 08 05.54411(W) AD(       ) 1
 BH3167  NGVD 29 (12/04/92)    3.3    (m)           11.     (f) GPS OBS        
 BH3167
 BH3167.Superseded values are not recommended for survey control.
 BH3167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3167.See file dsdata.txt to determine how the superseded data were derived.
 BH3167
 BH3167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9081646986(NAD 83)
 BH3167_MARKER: DU = BOUNDARY MARKER
 BH3167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH3167_SP_SET: CONCRETE POST
 BH3167_STAMPING: ADEM DI 16 1986
 BH3167_MARK LOGO: ALHD  
 BH3167_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 BH3167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3167+STABILITY: SURFACE MOTION
 BH3167_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH3167+SATELLITE: SATELLITE OBSERVATIONS - June 17, 2004
 BH3167
 BH3167  HISTORY     - Date     Condition        Report By
 BH3167  HISTORY     - 1986     MONUMENTED       ALHD
 BH3167  HISTORY     - 19910416 GOOD             ALHD
 BH3167  HISTORY     - 20040617 GOOD             JCLS
 BH3167
 BH3167                          STATION DESCRIPTION
 BH3167
 BH3167'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH3167'THE STATION IS LOCATED IN MOBILE COUNTY ON THE PRIMARY DUNE LINE
 BH3167'ESTABLISHED BY THE ALABAMA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT IN
 BH3167'1986 ON DAUPHIN ISLAND.
 BH3167'TO REACH THE STATION FROM EXIT 17 ON I-10 (MILE POST 25.65 ON ALA 193)
 BH3167'DRIVE SOUTH ON ALA 193 FOR 25.65 MI (41.28 KM) TO MILE POST 0 AND A
 BH3167'T-INTERSECTION WITH BIENVILLE BOULEVARD LEFT AND RIGHT AT THE WATER
 BH3167'TANK ON DAUPHIN ISLAND, TURN RIGHT ON BIENVILLE BOULEVARD AND DRIVE
 BH3167'WEST FOR 1.40 MI (2.25 KM) TO THE STATION ON THE LEFT.
 BH3167'THE STATION IS LOCATED ON TOP OF A SMALL SAND DUNE, 176.5 FT (53.8 M)
 BH3167'SOUTH OF POWER POLE NO. 2 55, 206.0 FT (62.8 M) SOUTH OF THE
 BH3167'CENTERLINE OF THE EAST BOUND LANES OF BIENVILLE BOULEVARD, 0.8 FT
 BH3167'(0.2 M) SOUTH OF A CARSONITE WITNESS POST, AN ALUMINUM DISK SET IN
 BH3167'THE TOP OF A FOUR FOOT LONG, REINFORCED, SIX BY SIX-INCH PRECAST
 BH3167'CONCRETE POST PROJECTING SIX INCHES.
 BH3167'STATION ADEM DI 14 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BH3167'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 BH3167'DAUPHIN ISLAND POLICE DEPARTMENT
 BH3167'PHONE 205-861-5523.
 BH3167
 BH3167                          STATION RECOVERY (2004)
 BH3167
 BH3167'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (JMB)
 BH3167'RECOVERED IN GOOD CONDITION.  FOUND AS PER PREVIOUS DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3119 ***********************************************************************
 BH3119  DESIGNATION -  ADEM DI 33
 BH3119  PID         -  BH3119
 BH3119  STATE/COUNTY-  AL/MOBILE
 BH3119  USGS QUAD   -  FORT MORGAN (1982)
 BH3119
 BH3119                         *CURRENT SURVEY CONTROL
 BH3119  ___________________________________________________________________
 BH3119* NAD 83(1992)-  30 14 46.26021(N)    088 04 35.60098(W)     ADJUSTED  
 BH3119* NAVD 88     -         1.2    (meters)       4.     (feet)  VERTCON   
 BH3119  ___________________________________________________________________
 BH3119  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BH3119  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BH3119
 BH3119  HORZ ORDER  -  THIRD
 BH3119
 BH3119.The horizontal coordinates were established by classical geodetic methods
 BH3119.and adjusted by the National Geodetic Survey in December 1992..
 BH3119
 BH3119.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3119.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3119
 BH3119.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3119
 BH3119.The geoid height was determined by GEOID03.
 BH3119
 BH3119;                    North         East     Units Scale Factor Converg.
 BH3119;SPC AL W     -    27,429.356   544,511.328   MT  0.99997131   -0 17 25.5
 BH3119;UTM  16      - 3,346,555.170   396,422.895   MT  0.99973235   -0 32 32.4
 BH3119
 BH3119!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3119!SPC AL W     -   1.00000417  x   0.99997131  =   0.99997548
 BH3119!UTM  16      -   1.00000417  x   0.99973235  =   0.99973652
 BH3119
 BH3119                          SUPERSEDED SURVEY CONTROL
 BH3119
 BH3119  NAD 83(1986)-  30 14 46.28487(N)    088 04 35.60387(W) AD(       ) 3
 BH3119  NGVD 29 (05/01/92)    1.2    (m)            4.     (f) VERT ANG       
 BH3119
 BH3119.Superseded values are not recommended for survey control.
 BH3119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3119.See file dsdata.txt to determine how the superseded data were derived.
 BH3119
 BH3119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9642346555(NAD 83)
 BH3119_MARKER: DD = SURVEY DISK
 BH3119_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH3119_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BH3119_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3119+STABILITY: SURFACE MOTION
 BH3119
 BH3119  HISTORY     - Date     Condition        Report By
 BH3119  HISTORY     - 1986     MONUMENTED       NOS
 BH3119
 BH3119                          STATION DESCRIPTION
 BH3119
 BH3119'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH3119'STATION IS LOCATED ON THE E END OF DAUPHIN ISLAND IN THE VICINITY
 BH3119'OF FORT GAINES.
 BH3119'
 BH3119'TO REACH THE STATION FROM THE INTERSECTION OF HWY 193 AND BIENVILLE
 BH3119'ON DAUPHIN ISLAND.  PROCEED E ON BIENVILLE FOR 4.26 KM (2.65 MI) TO
 BH3119'THE END OF THE ROAD.  THE EASTERLY END OF BIENVILLE WILL FOLLOW
 BH3119'AROUND THE OUTSIDE PERIMETER OF FORT GAINES AND TO THE STATION ON
 BH3119'THE RIGHT.
 BH3119'
 BH3119'STATION MARK IS A DISK BELONGING TO THE ALABAMA DEPARTMENT OF
 BH3119'ENVIROMENTAL MANAGEMENT.  THE MARK IS A 2.5 IN BRASS DISK
 BH3119'STAMPED---ADEM-D1-33 1986---, SET ATOP A 6 IN SQUARE CONCRETE POST.
 BH3119'IT IS LOCATED 13.56 M (44.5 FT) N OF THE HIGH WATER LINE, 10.4 M
 BH3119'(34 FT) ENE FROM THE SE CORNER OF A CHAIN LINK FENCE TO THE SEA LAB
 BH3119'FACILITY, 10.59 M (34.8 FT) SE FROM THE THIRD FENCE POST N OF THE
 BH3119'SE CORNER-A STANDARD NGS WITNESS SIGN IS ATTACHED.  THE STATION
 BH3119'MARK IS 1 FT ABOVE GROUND LEVEL.
 BH3119'
 BH3119'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BH3119'
 BH3119'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2508 ***********************************************************************
 DH2508  DESIGNATION -  ADGER
 DH2508  PID         -  DH2508
 DH2508  STATE/COUNTY-  AL/JEFFERSON
 DH2508  USGS QUAD   -  CONCORD (1979)
 DH2508
 DH2508                         *CURRENT SURVEY CONTROL
 DH2508  ___________________________________________________________________
 DH2508* NAD 83(1992)-  33 24 28.86858(N)    087 06 50.59422(W)     ADJUSTED  
 DH2508* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 DH2508  ___________________________________________________________________
 DH2508  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DH2508  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DH2508
 DH2508  HORZ ORDER  -  FIRST
 DH2508
 DH2508.The horizontal coordinates were established by classical geodetic methods
 DH2508.and adjusted by the National Geodetic Survey in December 1992..
 DH2508
 DH2508.The orthometric height was scaled from a topographic map.
 DH2508
 DH2508.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2508
 DH2508.The geoid height was determined by GEOID03.
 DH2508
 DH2508;                    North         East     Units Scale Factor Converg.
 DH2508;SPC AL W     -   377,928.640   635,898.686   MT  0.99994922   +0 12 45.0
 DH2508;UTM  16      - 3,696,527.270   489,394.863   MT  0.99960139   -0 03 46.1
 DH2508
 DH2508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2508!SPC AL W     -   0.99996954  x   0.99994922  =   0.99991877
 DH2508!UTM  16      -   0.99996954  x   0.99960139  =   0.99957095
 DH2508
 DH2508|---------------------------------------------------------------------|
 DH2508| PID    Reference Object                     Distance      Geod. Az  |
 DH2508|                                                           dddmmss.s |
 DH2508| CF9288 ADGER RM 1                           19.018 METERS 11233     |
 DH2508| CF9289 ADGER RM 2                           25.329 METERS 22357     |
 DH2508| DH2510 ADGER RP A2                         416.412 METERS 2844442.6 |
 DH2508| DH2511 ADGER RP A1                         420.327 METERS 2852645.7 |
 DH2508|---------------------------------------------------------------------|
 DH2508
 DH2508                          SUPERSEDED SURVEY CONTROL
 DH2508
 DH2508  NAD 83(1986)-  33 24 28.87253(N)    087 06 50.59884(W) AD(       ) 1
 DH2508  NAD 27      -  33 24 28.47500(N)    087 06 50.61200(W) AD(       ) 1
 DH2508
 DH2508.Superseded values are not recommended for survey control.
 DH2508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2508.See file dsdata.txt to determine how the superseded data were derived.
 DH2508
 DH2508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8939596527(NAD 83)
 DH2508_MARKER: DS = TRIANGULATION STATION DISK
 DH2508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2508
 DH2508  HISTORY     - Date     Condition        Report By
 DH2508  HISTORY     - 1939     MONUMENTED       CGS
 DH2508  HISTORY     - 1967     GOOD             USGS
 DH2508  HISTORY     - 1971     SEE DESCRIPTION  NGS
 DH2508
 DH2508                          STATION DESCRIPTION
 DH2508
 DH2508'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DH2508'ON A PROMINENT TIMBERED KNOLL IN THE SE 1/4 SEC. 1 (OR SE 1/4
 DH2508'SEC. 12), T. 18 (OR 19) S., R. 6 W., ABOUT 9.5 MILES WEST OF
 DH2508'BESSEMER, STAMPED ADGER 1939 AND PROJECTS 6 INCHES.
 DH2508'
 DH2508'TO REACH STATION FROM JOHNS ON OLD U.S. HIGHWAY 11, GO NORTH
 DH2508'FROM INTERSECTION 0.75 MILE TO END OF ROAD, TURN LEFT AND GO
 DH2508'0.25 MILE TO TRUCK TRAIL NO. 15 AT SAWDUST PILE, TURN RIGHT AND
 DH2508'FOLLOW MAIN TRAIL CROSSING CREEK TWICE AND GO 2.5 MILES TO CROSS
 DH2508'TRAIL (0.05 MILE BEYOND SAWDUST PILE ON LEFT) TURN RIGHT 0.05
 DH2508'MILE TO TOP OF KNOLL.  STATION IS 40 FEET TO LEFT OF TRAIL.
 DH2508'
 DH2508'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DH2508'DISKS SET IN CONCRETE.
 DH2508'
 DH2508'REFERENCE MARK NO. 1 IS 62.39 FEET SOUTHEAST OF STATION, STAMPED
 DH2508'ADGER NO. 1 1939, AND SET IN A 9-INCH CONCRETE POST PROJECTING
 DH2508'5 INCHES.  REFERENCE MARK NO. 2 IS 83.10 FEET SOUTHWEST OF
 DH2508'STATION, STAMPED ADGER NO. 2 1939, AND SET IN A 9-INCH SQUARE
 DH2508'CONCRETE POST PROJECTING 5 INCHES.
 DH2508'
 DH2508'NO AZIMUTH MARK WAS ESTABLISHED BECAUSE OF TIMBER.
 DH2508'
 DH2508'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DH2508
 DH2508                          STATION RECOVERY (1967)
 DH2508
 DH2508'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DH2508'ALL MARKS WERE RECOVERED IN GOOD CONDITION.
 DH2508'
 DH2508'TO REACH THE STATION FROM RED LIGHT IN JOHNS (ONLY ONE RED
 DH2508'LIGHT IN THE COMMUNITY), GO E ON OLD HWY 11 FOR 1.4 MILES TO A
 DH2508'3-POINT INTERSECTION.  A STANDARD OIL STATION IS IN THE
 DH2508'Y-INTERSECTION AND THE ADGER METHODIST CHURCH IS ABOUT 500 FEET
 DH2508'E OF THE INTERSECTION.  TURN LEFT (N) AND GO 1.1 MILES ON THE
 DH2508'BLACKTOP ROAD (PASSING A T-ROAD RIGHT AT 0.5 MILE) TO A WOODS
 DH2508'ROAD LEFT.  TURN LEFT (NW) AND FOLLOW MAIN TRAVELED ROAD 1.4
 DH2508'MILES TO A DIM ROAD RIGHT.  AT DIM ROAD RIGHT IS A LARGE CLEARED
 DH2508'AREA (PINE TREES ARE PRESENTLY PLANTED), TURN RIGHT AND GO
 DH2508'ABOUT 400 FEET TO THE HIGHEST PART OF THE HILL AND STATION.
 DH2508'THE STATION IS IN SMALL CLEARING.  A STANDARD METAL
 DH2508'WITNESS SIGN WAS ERECTED 3 FEET E OF THE STATION.
 DH2508'
 DH2508'SIGHT LINES HAVE BEEN CUT TO STATIONS OWENS AND ROCK.
 DH2508'
 DH2508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9.5 MILES W OF
 DH2508'BESSEMER.
 DH2508
 DH2508                          STATION RECOVERY (1971)
 DH2508
 DH2508'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DH2508'THE STATION WAS VISITED 6-4-71 AND THE STATION AND REFERENCE
 DH2508'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2
 DH2508'WAS FOUND DESTROYED AT THIS DATE.  THE STATION AND REFERENCE
 DH2508'MARK NO. 1 WAS REQUESTED MOVED AT THIS DATE BY THE PEABODY
 DH2508'COAL CO.  THIS WAS DONE BY ESTABLISHING A NEW STATION MARK
 DH2508'1216.656 METERS WEST-NORTHWEST TO THE TOP OF A RECLAIMED HILL.
 DH2508'THE STATION AND REFERENCE MARK NO. 1 WILL BE COMPLETELY
 DH2508'DESTROYED BY STRIP MINING.  THE DISKS WERE RECLAIMED.  SEE
 DH2508'DESCRIPTION FOR STATION ADGER 2 1971.
 DH2508'
 DH2508'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 9 MILES
 DH2508'EAST OF BESSEMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2518 ***********************************************************************
 DH2518  DESIGNATION -  ADGER 2
 DH2518  PID         -  DH2518
 DH2518  STATE/COUNTY-  AL/JEFFERSON
 DH2518  USGS QUAD   -  OAK GROVE (1980)
 DH2518
 DH2518                         *CURRENT SURVEY CONTROL
 DH2518  ___________________________________________________________________
 DH2518* NAD 83(1992)-  33 24 43.74781(N)    087 07 34.21206(W)     ADJUSTED  
 DH2518* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 DH2518  ___________________________________________________________________
 DH2518  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DH2518  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH2518
 DH2518  HORZ ORDER  -  SECOND
 DH2518
 DH2518.The horizontal coordinates were established by classical geodetic methods
 DH2518.and adjusted by the National Geodetic Survey in December 1992..
 DH2518.No horizontal observational check was made to the station.
 DH2518
 DH2518.The orthometric height was scaled from a topographic map.
 DH2518
 DH2518.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2518
 DH2518.The geoid height was determined by GEOID03.
 DH2518
 DH2518;                    North         East     Units Scale Factor Converg.
 DH2518;SPC AL W     -   378,382.911   634,770.060   MT  0.99994823   +0 12 21.1
 DH2518;UTM  16      - 3,696,986.799   488,268.823   MT  0.99960170   -0 04 10.1
 DH2518
 DH2518!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2518!SPC AL W     -   0.99996954  x   0.99994823  =   0.99991777
 DH2518!UTM  16      -   0.99996954  x   0.99960170  =   0.99957125
 DH2518
 DH2518|---------------------------------------------------------------------|
 DH2518| PID    Reference Object                     Distance      Geod. Az  |
 DH2518|                                                           dddmmss.s |
 DH2518| CF9290 ADGER 2 RM 3                         88.335 METERS 02841     |
 DH2518| CF9291 ADGER 2 RM 4                         21.658 METERS 10229     |
 DH2518| DH2508 ADGER                               APPROX. 1.2 KM 1120750.0 |
 DH2518|---------------------------------------------------------------------|
 DH2518
 DH2518                          SUPERSEDED SURVEY CONTROL
 DH2518
 DH2518  NAD 83(1986)-  33 24 43.75178(N)    087 07 34.21666(W) AD(       ) 2
 DH2518  NAD 27      -  33 24 43.35478(N)    087 07 34.22877(W) AD(       ) 2
 DH2518
 DH2518.Superseded values are not recommended for survey control.
 DH2518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2518.See file dsdata.txt to determine how the superseded data were derived.
 DH2518
 DH2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8826996987(NAD 83)
 DH2518_MARKER: DS = TRIANGULATION STATION DISK
 DH2518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2518
 DH2518  HISTORY     - Date     Condition        Report By
 DH2518  HISTORY     - 1971     MONUMENTED       NGS
 DH2518
 DH2518                          STATION DESCRIPTION
 DH2518
 DH2518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 DH2518'THE STATION IS LOCATED ABOUT 9 MILES WEST OF BESSEMER, 1.5 MILES
 DH2518'NORTH OF THE COMMUNITY OF ADGER, 1.5 MILES SOUTH OF THE TOWN OF OAK
 DH2518'GROVE, AND ABOUT 1 MILE EAST OF THE COMMUNITY OF MUD CREEK, ON THE
 DH2518'TOP OF A RECLAIMED HILL IN THE STRIP MINING AREA, ABOUT 100 FEET
 DH2518'ABOVE THE ROAD, 60 FEET EAST OF THE WEST EDGE OF THE HILL, 45
 DH2518'FEET NORTH OF THE SOUTH EDGE OF THE HILL AND 1 FOOT SOUTH OF A METAL
 DH2518'WITNESS POST.  IT IS A STANDARD DISK STAMPED ADGER 2 1971,
 DH2518'PROJECTING 2 INCHES.
 DH2518'
 DH2518'REFERENCE MARK NO. 3 IS 289.81 FEET NORTH OF THE STATION, ON A KNOLL
 DH2518'L LOWER THAN THE STATION, ABOUT 150 FEET SOUTH OF THE HIGHEST PART OF
 DH2518'THE HILL AND ABOUT 60 FEET EAST OF WHERE THE HILL SLOPES TO THE
 DH2518'WEST.  IT IS 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE
 DH2518'MARK DISK STAMPED ADGER 2 NO 3 1971, PROJECTING 3 INCHES.
 DH2518'
 DH2518'REFERENCE MARK NO. 4 IS 71.06 FEET EAST OF THE STATION AND ABOUT 5
 DH2518'FEET LOWER THAN THE STATION, 40 FEET NORTH OF THE SOUTH SLOPE OF THE
 DH2518'HILL AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE
 DH2518'MARK DISK STAMPED ADGER NO 4 1971, PROJECTING 4 INCHES.
 DH2518'
 DH2518'TO REACH THE STATION FROM THE POST OFFICE IN JOHNS, GO NNW ON THE
 DH2518'BLACK TOP ROAD FROM THE STOP LIGHT FOR 0.7 MILE TO A T INTERSECTION
 DH2518'TURN LEFT AND FOLLOW BLACK TOP ROAD FOR 4.7 MILES TO THE TOP OF A
 DH2518'HILL AND A CROSSROADS (THE PEABOBY HAUL ROAD CROSSES THE HIGHWAY)
 DH2518'TURN RIGHT ON THE PEABODY HAUL ROAD, AND GO NORTHEASTERLY FOR
 DH2518'2.75 MILES TO A FORK, TAKE LEFT FORK AND GO 0.4 MILE TO A CROSS
 DH2518'ROAD, CONTINUE FOR 0.3 MILE TO A FORK AND THE STATION ON THE
 DH2518'TOP OF THE HIGH KNOLL IN THE FORKS.  THE STATION CAN BE DRIVEN
 DH2518'TO BY GOING EAST FOR 0.15 MILE TO GET ON THE RIDGE THEN TURN
 DH2518'BACK WEST AND FOLLOW THE RIDGE TO THE STATION.
 DH2518'
 DH2518'TOWN--BESSEMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0005 ***********************************************************************
 EF0005  DESIGNATION -  AER 33
 EF0005  PID         -  EF0005
 EF0005  STATE/COUNTY-  AL/JACKSON
 EF0005  USGS QUAD   -  LANGSTON (1984)
 EF0005
 EF0005                         *CURRENT SURVEY CONTROL
 EF0005  ___________________________________________________________________
 EF0005* NAD 83(1986)-  34 35 48.     (N)    086 03 41.     (W)     SCALED    
 EF0005* NAVD 88     -       183.554  (meters)     602.21   (feet)  ADJUSTED  
 EF0005  ___________________________________________________________________
 EF0005  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EF0005  DYNAMIC HT  -         183.368 (meters)     601.60  (feet)  COMP
 EF0005  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 EF0005
 EF0005  VERT ORDER  -  FIRST     CLASS II
 EF0005
 EF0005.The horizontal coordinates were scaled from a topographic map and have
 EF0005.an estimated accuracy of +/- 6 seconds.
 EF0005
 EF0005.The orthometric height was determined by differential leveling
 EF0005.and adjusted by the National Geodetic Survey in June 1991..
 EF0005
 EF0005.The geoid height was determined by GEOID03.
 EF0005
 EF0005.The dynamic height is computed by dividing the NAVD 88
 EF0005.geopotential number by the normal gravity value computed on the
 EF0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0005.degrees latitude (g = 980.6199 gals.).
 EF0005
 EF0005.The modeled gravity was interpolated from observed gravity values.
 EF0005
 EF0005;                    North         East    Units  Estimated Accuracy
 EF0005;SPC AL E     -   454,310.      179,080.      MT  (+/- 180 meters Scaled)
 EF0005
 EF0005                          SUPERSEDED SURVEY CONTROL
 EF0005
 EF0005  NGVD 29 (??/??/92)  183.536  (m)          602.15   (f) ADJ UNCH    1 2
 EF0005
 EF0005.Superseded values are not recommended for survey control.
 EF0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0005.See file dsdata.txt to determine how the superseded data were derived.
 EF0005
 EF0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED860287(NAD 83)
 EF0005_MARKER: DD = SURVEY DISK
 EF0005_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0005_SP_SET: CULVERT
 EF0005_STAMPING: AER 33
 EF0005_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0005
 EF0005  HISTORY     - Date     Condition        Report By
 EF0005  HISTORY     - UNK      MONUMENTED       TVA
 EF0005  HISTORY     - 1950     GOOD             NGS
 EF0005
 EF0005                          STATION DESCRIPTION
 EF0005
 EF0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 EF0005'6.05 MI SW FROM SCOTTSBORO.
 EF0005'ABOUT 4.8 MILES SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE COURT HOUSE
 EF0005'AT SCOTTSBORO, THENCE ABOUT 0.5 MILE SOUTH AND SOUTHWEST ALONG A
 EF0005'GRAVEL ROAD, THENCE ABOUT 0.75 MILE SOUTH AND SOUTHEAST ALONG A DIRT
 EF0005'ROAD, ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF A DIRT ROAD SOUTH,
 EF0005'ABOUT 0.1 MILE SOUTH OF GOOSE POND CHURCH AND CEMETERY, SET IN THE TOP
 EF0005'OF THE NORTHEAST HEAD WALL OF A CONCRETE BOX CULVERT OVER GOOSE POND
 EF0005'SLOUGH, IN THE CENTER OF THE HEAD WALL, 11 FEET NORTHEAST OF THE
 EF0005'CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0935 ***********************************************************************
 EE0935  DESIGNATION -  AER 45
 EE0935  PID         -  EE0935
 EE0935  STATE/COUNTY-  AL/JACKSON
 EE0935  USGS QUAD   -  WANNVILLE (1970)
 EE0935
 EE0935                         *CURRENT SURVEY CONTROL
 EE0935  ___________________________________________________________________
 EE0935* NAD 83(1986)-  34 45 34.     (N)    085 52 36.     (W)     SCALED    
 EE0935* NAVD 88     -       183.311  (meters)     601.41   (feet)  ADJUSTED  
 EE0935  ___________________________________________________________________
 EE0935  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE0935  DYNAMIC HT  -         183.129 (meters)     600.82  (feet)  COMP
 EE0935  MODELED GRAV-     979,641.1   (mgal)                       NAVD 88
 EE0935
 EE0935  VERT ORDER  -  FIRST     CLASS II
 EE0935
 EE0935.The horizontal coordinates were scaled from a topographic map and have
 EE0935.an estimated accuracy of +/- 6 seconds.
 EE0935
 EE0935.The orthometric height was determined by differential leveling
 EE0935.and adjusted by the National Geodetic Survey in June 1991..
 EE0935
 EE0935.The geoid height was determined by GEOID03.
 EE0935
 EE0935.The dynamic height is computed by dividing the NAVD 88
 EE0935.geopotential number by the normal gravity value computed on the
 EE0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0935.degrees latitude (g = 980.6199 gals.).
 EE0935
 EE0935.The modeled gravity was interpolated from observed gravity values.
 EE0935
 EE0935;                    North         East    Units  Estimated Accuracy
 EE0935;SPC AL E     -   472,350.      196,030.      MT  (+/- 180 meters Scaled)
 EE0935
 EE0935                          SUPERSEDED SURVEY CONTROL
 EE0935
 EE0935  NGVD 29 (??/??/92)  183.289  (m)          601.34   (f) ADJ UNCH    1 2
 EE0935
 EE0935.Superseded values are not recommended for survey control.
 EE0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0935.See file dsdata.txt to determine how the superseded data were derived.
 EE0935
 EE0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD028469(NAD 83)
 EE0935_MARKER: DD = SURVEY DISK
 EE0935_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0935_SP_SET: CULVERT
 EE0935_STAMPING: AER 45
 EE0935_MARK LOGO: TVA   
 EE0935_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0935
 EE0935  HISTORY     - Date     Condition        Report By
 EE0935  HISTORY     - UNK      MONUMENTED       TVA
 EE0935  HISTORY     - 1963     GOOD             NGS
 EE0935  HISTORY     - 1983     GOOD             NGS
 EE0935
 EE0935                          STATION DESCRIPTION
 EE0935
 EE0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0935'3.1 MI SE FROM FACKLER.
 EE0935'ABOUT 1.8 MILES SOUTHERLY AND EASTERLY ALONG AN ASPHALT COUNTY ROAD
 EE0935'FROM THE RAILROAD CROSSING IN FACKLER, THENCE 0.6 MILE SOUTHERLY
 EE0935'ALONG NO. 72 U.S. HWY., THENCE 1.7 MILES EASTERLY ALONG ASPHALT
 EE0935'ROAD TO MARK ON LEFT, ABOUT 0.15 MILE N OF A SHARP TURN IN THE
 EE0935'ROAD, 11-1/2 FEET E OF CENTER LINE OF ROAD, 0.9 FOOT LOWER THAN
 EE0935'SAME, SET IN A DRILL HOLE IN TOP AND APPROXIMATE CENTER OF N
 EE0935'HEADWALL OF 10-FOOT CONCRETE BOX CULVERT UNDER THE PAVED ROAD.
 EE0935
 EE0935                          STATION RECOVERY (1983)
 EE0935
 EE0935'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0935'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0934 ***********************************************************************
 EE0934  DESIGNATION -  AER 46
 EE0934  PID         -  EE0934
 EE0934  STATE/COUNTY-  AL/JACKSON
 EE0934  USGS QUAD   -  WANNVILLE (1970)
 EE0934
 EE0934                         *CURRENT SURVEY CONTROL
 EE0934  ___________________________________________________________________
 EE0934* NAD 83(1986)-  34 46 08.     (N)    085 52 52.     (W)     SCALED    
 EE0934* NAVD 88     -       183.510  (meters)     602.07   (feet)  ADJUSTED  
 EE0934  ___________________________________________________________________
 EE0934  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE0934  DYNAMIC HT  -         183.329 (meters)     601.47  (feet)  COMP
 EE0934  MODELED GRAV-     979,645.1   (mgal)                       NAVD 88
 EE0934
 EE0934  VERT ORDER  -  FIRST     CLASS II
 EE0934
 EE0934.The horizontal coordinates were scaled from a topographic map and have
 EE0934.an estimated accuracy of +/- 6 seconds.
 EE0934
 EE0934.The orthometric height was determined by differential leveling
 EE0934.and adjusted by the National Geodetic Survey in June 1991..
 EE0934
 EE0934.The geoid height was determined by GEOID03.
 EE0934
 EE0934.The dynamic height is computed by dividing the NAVD 88
 EE0934.geopotential number by the normal gravity value computed on the
 EE0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0934.degrees latitude (g = 980.6199 gals.).
 EE0934
 EE0934.The modeled gravity was interpolated from observed gravity values.
 EE0934
 EE0934;                    North         East    Units  Estimated Accuracy
 EE0934;SPC AL E     -   473,390.      195,630.      MT  (+/- 180 meters Scaled)
 EE0934
 EE0934                          SUPERSEDED SURVEY CONTROL
 EE0934
 EE0934  NGVD 29 (??/??/92)  183.489  (m)          602.00   (f) ADJ UNCH    1 2
 EE0934
 EE0934.Superseded values are not recommended for survey control.
 EE0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0934.See file dsdata.txt to determine how the superseded data were derived.
 EE0934
 EE0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD023479(NAD 83)
 EE0934_MARKER: DD = SURVEY DISK
 EE0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0934_SP_SET: CULVERT
 EE0934_STAMPING: AER 46
 EE0934_MARK LOGO: TVA   
 EE0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0934
 EE0934  HISTORY     - Date     Condition        Report By
 EE0934  HISTORY     - UNK      MONUMENTED       TVA
 EE0934  HISTORY     - 1963     GOOD             NGS
 EE0934  HISTORY     - 1983     GOOD             NGS
 EE0934
 EE0934                          STATION DESCRIPTION
 EE0934
 EE0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0934'3.2 MI SE FROM FACKLER.
 EE0934'ABOUT 1.8 MILES SOUTHERLY AND EASTERLY ALONG AN ASPHALT COUNTY ROAD
 EE0934'FROM THE RAILROAD CROSSING IN FACKLER, THENCE 0.6 MILE SOUTHERLY
 EE0934'ALONG NO. 72 U.S. HWY., THENCE 0.8 MILE E ON ASPHALT ROAD TO THE
 EE0934'MARK ON LEFT, 11-1/2 FEET N OF CENTER LINE OF ROAD, ABOUT 0.5 FOOT
 EE0934'LOWER THAN SAME, SET IN TOP AND APPROXIMATE CENTER OF THE N HEADWALL
 EE0934'OF A 10-FOOT CONCRETE BOX CULVERT UNDER THE PAVED ROAD.
 EE0934
 EE0934                          STATION RECOVERY (1983)
 EE0934
 EE0934'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0934'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0925 ***********************************************************************
 EE0925  DESIGNATION -  AER 47
 EE0925  PID         -  EE0925
 EE0925  STATE/COUNTY-  AL/JACKSON
 EE0925  USGS QUAD   -  WANNVILLE (1970)
 EE0925
 EE0925                         *CURRENT SURVEY CONTROL
 EE0925  ___________________________________________________________________
 EE0925* NAD 83(1986)-  34 46 37.     (N)    085 53 58.     (W)     SCALED    
 EE0925* NAVD 88     -       183.718  (meters)     602.75   (feet)  ADJUSTED  
 EE0925  ___________________________________________________________________
 EE0925  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE0925  DYNAMIC HT  -         183.538 (meters)     602.16  (feet)  COMP
 EE0925  MODELED GRAV-     979,650.0   (mgal)                       NAVD 88
 EE0925
 EE0925  VERT ORDER  -  FIRST     CLASS II
 EE0925
 EE0925.The horizontal coordinates were scaled from a topographic map and have
 EE0925.an estimated accuracy of +/- 6 seconds.
 EE0925
 EE0925.The orthometric height was determined by differential leveling
 EE0925.and adjusted by the National Geodetic Survey in June 1991..
 EE0925
 EE0925.The geoid height was determined by GEOID03.
 EE0925
 EE0925.The dynamic height is computed by dividing the NAVD 88
 EE0925.geopotential number by the normal gravity value computed on the
 EE0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0925.degrees latitude (g = 980.6199 gals.).
 EE0925
 EE0925.The modeled gravity was interpolated from observed gravity values.
 EE0925
 EE0925;                    North         East    Units  Estimated Accuracy
 EE0925;SPC AL E     -   474,290.      193,950.      MT  (+/- 180 meters Scaled)
 EE0925
 EE0925                          SUPERSEDED SURVEY CONTROL
 EE0925
 EE0925  NGVD 29 (??/??/92)  183.700  (m)          602.69   (f) ADJ UNCH    1 2
 EE0925
 EE0925.Superseded values are not recommended for survey control.
 EE0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0925.See file dsdata.txt to determine how the superseded data were derived.
 EE0925
 EE0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD007488(NAD 83)
 EE0925_MARKER: DD = SURVEY DISK
 EE0925_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0925_SP_SET: CURB
 EE0925_STAMPING: AER 47
 EE0925_MARK LOGO: TVA   
 EE0925_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0925
 EE0925  HISTORY     - Date     Condition        Report By
 EE0925  HISTORY     - UNK      MONUMENTED       TVA
 EE0925  HISTORY     - 1963     GOOD             NGS
 EE0925  HISTORY     - 1983     GOOD             NGS
 EE0925
 EE0925                          STATION DESCRIPTION
 EE0925
 EE0925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0925'1.4 MI SE FROM FACKLER.
 EE0925'ABOUT 1.45 MILES SOUTHERLY AND EASTERLY ALONG AN ASPHALT COUNTY
 EE0925'ROAD FROM THE RAILROAD CROSSING IN FACKLER, 9 FEET E OF THE W
 EE0925'END OF 10-FOOT STRAIGHT-IN-LINE WINGWALL ON W END OF 3-SPAN
 EE0925'72-FOOT CONCRETE BRIDGE OVER SINK CREEK, 9-1/2 FEET N OF CENTER
 EE0925'LINE OF 18-FOOT ASPHALT PAVEMENT, 0.5 FOOT HIGHER THAN SAME,
 EE0925'CEMENTED IN A DRILL HOLE IN TOP OF THE CONCRETE CURB OF THE
 EE0925'BRIDGE.
 EE0925
 EE0925                          STATION RECOVERY (1983)
 EE0925
 EE0925'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0925'RECOVERED IN GOOD CONDITION.  NOTE, INACCESSIBLE, A WATER LINE HAS
 EE0925'BEEN LAID ACROSS THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0171 ***********************************************************************
 EF0171  DESIGNATION -  AER 6
 EF0171  PID         -  EF0171
 EF0171  STATE/COUNTY-  AL/MARSHALL
 EF0171  USGS QUAD   -  GUNTERSVILLE (1983)
 EF0171
 EF0171                         *CURRENT SURVEY CONTROL
 EF0171  ___________________________________________________________________
 EF0171* NAD 83(1986)-  34 21 26.     (N)    086 19 47.     (W)     SCALED    
 EF0171* NAVD 88     -       184.989  (meters)     606.92   (feet)  ADJUSTED  
 EF0171  ___________________________________________________________________
 EF0171  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EF0171  DYNAMIC HT  -         184.794 (meters)     606.28  (feet)  COMP
 EF0171  MODELED GRAV-     979,581.7   (mgal)                       NAVD 88
 EF0171
 EF0171  VERT ORDER  -  SECOND    CLASS 0
 EF0171
 EF0171.The horizontal coordinates were scaled from a topographic map and have
 EF0171.an estimated accuracy of +/- 6 seconds.
 EF0171
 EF0171.The orthometric height was determined by differential leveling
 EF0171.and adjusted by the National Geodetic Survey in June 1991..
 EF0171
 EF0171.The geoid height was determined by GEOID03.
 EF0171
 EF0171.The dynamic height is computed by dividing the NAVD 88
 EF0171.geopotential number by the normal gravity value computed on the
 EF0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0171.degrees latitude (g = 980.6199 gals.).
 EF0171
 EF0171.The modeled gravity was interpolated from observed gravity values.
 EF0171
 EF0171;                    North         East    Units  Estimated Accuracy
 EF0171;SPC AL E     -   427,840.      154,340.      MT  (+/- 180 meters Scaled)
 EF0171
 EF0171                          SUPERSEDED SURVEY CONTROL
 EF0171
 EF0171  NGVD 29 (??/??/92)  184.963  (m)          606.83   (f) ADJ UNCH    2 0
 EF0171
 EF0171.Superseded values are not recommended for survey control.
 EF0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0171.See file dsdata.txt to determine how the superseded data were derived.
 EF0171
 EF0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED616019(NAD 83)
 EF0171_MARKER: DD = SURVEY DISK
 EF0171_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0171_SP_SET: BRIDGE
 EF0171_STAMPING: A E R 6
 EF0171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0171
 EF0171  HISTORY     - Date     Condition        Report By
 EF0171  HISTORY     - UNK      MONUMENTED       TVA
 EF0171  HISTORY     - 1947     GOOD             NGS
 EF0171
 EF0171                          STATION DESCRIPTION
 EF0171
 EF0171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EF0171'1.75 MI W FROM GUNTERSVILLE.
 EF0171'ABOUT 1.75 MILES WEST ALONG STATE HIGHWAY 112 FROM THE JUNCTION OF U.
 EF0171'S. HIGHWAY 241 AT GUNTERSVILLE, SET IN THE TOP OF THE CONCRETE RAIL
 EF0171'FOOTING OF THE SOUTH RAIL OF THE CONCRETE BRIDGE IN THE CAUSEWAY
 EF0171'ACROSS BROWNS CREEK EMBAYMENT, 9 FEET WEST OF THE EAST END OF THE
 EF0171'CONCRETE RAIL, 12 FEET SOUTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTER
 EF0171'LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1879 ***********************************************************************
 BU1879  DESIGNATION -  AG 61
 BU1879  PID         -  BU1879
 BU1879  STATE/COUNTY-  AL/BUTLER
 BU1879  USGS QUAD   -  GREENVILLE WEST (1986)
 BU1879
 BU1879                         *CURRENT SURVEY CONTROL
 BU1879  ___________________________________________________________________
 BU1879* NAD 83(1992)-  31 49 47.08973(N)    086 38 10.07543(W)     ADJUSTED  
 BU1879* NAVD 88     -       135.1    (meters)     443.     (feet)  VERTCON   
 BU1879  ___________________________________________________________________
 BU1879  X           -     318,270.855 (meters)                     COMP
 BU1879  Y           -  -5,414,784.409 (meters)                     COMP
 BU1879  Z           -   3,344,463.483 (meters)                     COMP
 BU1879  LAPLACE CORR-           1.62  (seconds)                    DEFLEC99
 BU1879  ELLIP HEIGHT-         107.70  (meters)          (07/29/02) GPS OBS
 BU1879  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BU1879
 BU1879  HORZ ORDER  -  FIRST
 BU1879  ELLP ORDER  -  FOURTH    CLASS I
 BU1879
 BU1879.The horizontal coordinates were established by GPS observations
 BU1879.and adjusted by the National Geodetic Survey in December 1992..
 BU1879
 BU1879.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1879.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1879
 BU1879.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU1879
 BU1879.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1879
 BU1879.The ellipsoidal height was determined by GPS observations
 BU1879.and is referenced to NAD 83.
 BU1879
 BU1879.The geoid height was determined by GEOID03.
 BU1879
 BU1879;                    North         East     Units Scale Factor Converg.
 BU1879;SPC AL W     -   203,172.116   681,776.005   MT  1.00001578   +0 27 20.3
 BU1879;SPC AL E     -   147,707.067   124,003.115   MT  1.00003120   -0 25 24.3
 BU1879;UTM  16      - 3,521,622.366   534,432.731   MT  0.99961462   +0 11 30.9
 BU1879
 BU1879!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1879!SPC AL W     -   0.99998309  x   1.00001578  =   0.99999887
 BU1879!SPC AL E     -   0.99998309  x   1.00003120  =   1.00001429
 BU1879!UTM  16      -   0.99998309  x   0.99961462  =   0.99959772
 BU1879
 BU1879:                Primary Azimuth Mark                     Grid Az
 BU1879:SPC AL W     -  GREEN 2                                  099 13 23.7
 BU1879:SPC AL E     -  GREEN 2                                  100 06 08.3
 BU1879:UTM  16      -  GREEN 2                                  099 29 13.1
 BU1879
 BU1879|---------------------------------------------------------------------|
 BU1879| PID    Reference Object                     Distance      Geod. Az  |
 BU1879|                                                           dddmmss.s |
 BU1879| BU0503 GREEN 2                             453.517 METERS 0994044.0 |
 BU1879|---------------------------------------------------------------------|
 BU1879
 BU1879                          SUPERSEDED SURVEY CONTROL
 BU1879
 BU1879  ELLIP H (12/04/92)  107.78   (m)                       GP(       ) 4 1
 BU1879  NAD 83(1986)-  31 49 47.09884(N)    086 38 10.07827(W) AD(       ) 1
 BU1879  NAD 83(1986)-  31 49 47.09412(N)    086 38 10.08214(W) AD(       ) 3
 BU1879  NAD 27      -  31 49 46.54588(N)    086 38 10.17135(W) AD(       ) 3
 BU1879  NGVD 29 (12/04/92)  135.0    (m)          443.     (f) GPS OBS        
 BU1879
 BU1879.Superseded values are not recommended for survey control.
 BU1879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1879.See file dsdata.txt to determine how the superseded data were derived.
 BU1879
 BU1879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3443321622(NAD 83)
 BU1879_MARKER: DE = TRAVERSE STATION DISK
 BU1879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1879_SP_SET: CONCRETE POST
 BU1879_STAMPING: AG 61 1980
 BU1879_MARK LOGO: ALHD  
 BU1879_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU1879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1879+STABILITY: SURFACE MOTION
 BU1879_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1879+SATELLITE: SATELLITE OBSERVATIONS - October 19, 1993
 BU1879
 BU1879  HISTORY     - Date     Condition        Report By
 BU1879  HISTORY     - 1980     MONUMENTED       ALHD
 BU1879  HISTORY     - 19891010 GOOD             ALHD
 BU1879  HISTORY     - 19910810 GOOD             ALHD
 BU1879  HISTORY     - 19920407 GOOD
 BU1879  HISTORY     - 19931019 GOOD             ALHD
 BU1879
 BU1879                          STATION DESCRIPTION
 BU1879
 BU1879'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU1879'THE STATION IS LOCATED ON THE WEST SIDE OF GREENVILLE ALONG THE
 BU1879'NORTHERN RIGHT OF WAY OF ALABAMA HIGHWAY 10 AND IN FRONT OF THE
 BU1879'DUNKLIN BROWN - SERVICE FUNERAL HOME.  NOTIFY THE GREENVILLE POLICE
 BU1879'DEPARTMENT BEFORE USING THIS STATION, TELEPHONE (205)-382-3107.
 BU1879'TO REACH THE STATION FROM THE INTERSTATE 65 AND ALABAMA HIGHWAY 10
 BU1879'INTERCHANGE (EXIT 128 ON I-65), ON THE WEST SIDE OF GREENVILLE, DRIVE
 BU1879'EAST ON ALABAMA 10 FOR 2.90 KM (1.80 MI) TO THE STATION ON THE LEFT IN
 BU1879'FRONT OF DUNKLIN BROWN - SERVICE FUNERAL HOME.
 BU1879'THE STATION IS 27.49 M (90.2 FT) EAST OF THE SOUTH END OF A BRICK
 BU1879'DUNKLIN BROWN - SERVICE FUNERAL HOME SIGN, 20.12 M (66.0 FT)
 BU1879'EAST-NORTHEAST OF A POWER POLE ACROSS A PAVED DRIVEWAY, 10.12 M
 BU1879'(33.2 FT) WEST OF A GUY POLE FOR A POWER POLE ACROSS ALABAMA 10, 9.39
 BU1879'M (30.8 FT) NORTH-NORTHWEST OF THE CENTER OF THREE LANE ALABAMA 10,
 BU1879'6.71 M (22.0 FT) EAST OF THE CENTER OF A PAVED DRIVEWAY TO A PARKING
 BU1879'LOT BESIDE THE FUNERAL HOME, 2.68 M (8.8 FT) NORTHWEST OF THE
 BU1879'NORTHWEST CORNER OF A CONCRETE SIDEWALK, AND 1.22 M (4.0 FT) NORTHWEST
 BU1879'OF A CONCRETE CURB.
 BU1879
 BU1879                          STATION RECOVERY (1991)
 BU1879
 BU1879'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU1879'THE STATION IS LOCATED ON THE WEST SIDE OF GREENVILLE ALONG THE
 BU1879'NORTHERN RIGHT OF WAY OF ALABAMA HIGHWAY 10 AND IN FRONT OF THE
 BU1879'DUNKLIN BROWN - SERVICE FUNERAL HOME.  THE FACE OF THE DISK HAS BEEN
 BU1879'SCARRED UP MY MOWERS.  NOTIFY THE GREENVILLE POLICE DEPARTMENT BEFORE
 BU1879'USING THIS STATION, TELEPHONE (205)-382-3107.
 BU1879'TO REACH THE STATION FROM THE INTERSTATE 65 AND ALABAMA HIGHWAY 10
 BU1879'INTERCHANGE (EXIT 128 ON I-65), ON THE WEST SIDE OF GREENVILLE, DRIVE
 BU1879'EAST ON ALABAMA 10 FOR 2.90 KM (1.80 MI) TO THE STATION ON THE LEFT
 BU1879'IN FRONT OF DUNKLIN BROWN - SERVICE FUNERAL HOME.
 BU1879'THE STATION IS 27.49 M (90.19 FT) EAST OF THE SOUTH END OF A BRICK
 BU1879'DUNKLIN BROWN - SERVICE FUNERAL HOME SIGN, 20.12 M (66.01 FT)
 BU1879'EAST-NORTHEAST OF A POWER POLE ACROSS A PAVED DRIVEWAY, 10.12 M
 BU1879'(33.20 FT) WEST OF A GUY POLE FOR A POWER POLE ACROSS ALABAMA 10,
 BU1879'9.39 M (30.81 FT) NORTH-NORTHWEST OF THE CENTER OF THREE LANE ALABAMA
 BU1879'10, 6.71 M (22.01 FT) EAST OF THE CENTER OF A PAVED DRIVEWAY TO A
 BU1879'PARKING LOT BESIDE THE FUNERAL HOME, 2.68 M (8.79 FT) NORTHWEST OF
 BU1879'THE NORTHWEST CORNER OF A CONCRETE SIDEWALK, AND 1.22 M (4.00 FT)
 BU1879'NORTHWEST OF A CONCRETE CURB.
 BU1879
 BU1879                          STATION RECOVERY (1992)
 BU1879
 BU1879'RECOVERED 1992
 BU1879'RECOVERED IN GOOD CONDITION.
 BU1879
 BU1879                          STATION RECOVERY (1993)
 BU1879
 BU1879'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU1879'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2535 ***********************************************************************
 CM2535  DESIGNATION -  AGS 20
 CM2535  PID         -  CM2535
 CM2535  STATE/COUNTY-  AL/LEE
 CM2535  USGS QUAD   -  AUBURN (1983)
 CM2535
 CM2535                         *CURRENT SURVEY CONTROL
 CM2535  ___________________________________________________________________
 CM2535* NAD 83(1992)-  32 36 04.93910(N)    085 29 42.96071(W)     ADJUSTED  
 CM2535* NAVD 88     -       197.9    (meters)     649.     (feet)  GPS OBS   
 CM2535  ___________________________________________________________________
 CM2535  X           -     422,440.359 (meters)                     COMP
 CM2535  Y           -  -5,361,950.653 (meters)                     COMP
 CM2535  Z           -   3,416,890.332 (meters)                     COMP
 CM2535  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 CM2535  ELLIP HEIGHT-         169.41  (meters)          (07/29/02) GPS OBS
 CM2535  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CM2535
 CM2535  HORZ ORDER  -  FIRST
 CM2535  ELLP ORDER  -  FOURTH    CLASS I
 CM2535
 CM2535.The horizontal coordinates were established by GPS observations
 CM2535.and adjusted by the National Geodetic Survey in September 1993..
 CM2535
 CM2535.The orthometric height was determined by GPS observations and a
 CM2535.high-resolution geoid model.
 CM2535
 CM2535.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2535
 CM2535.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2535
 CM2535.The ellipsoidal height was determined by GPS observations
 CM2535.and is referenced to NAD 83.
 CM2535
 CM2535.The geoid height was determined by GEOID03.
 CM2535
 CM2535;                    North         East     Units Scale Factor Converg.
 CM2535;SPC AL E     -   233,039.218   231,733.511   MT  0.99997241   +0 10 55.7
 CM2535;UTM  16      - 3,608,095.555   641,201.455   MT  0.99984586   +0 48 39.1
 CM2535
 CM2535!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2535!SPC AL E     -   0.99997340  x   0.99997241  =   0.99994581
 CM2535!UTM  16      -   0.99997340  x   0.99984586  =   0.99981927
 CM2535
 CM2535                          SUPERSEDED SURVEY CONTROL
 CM2535
 CM2535  ELLIP H (09/27/93)  169.48   (m)                       GP(       ) 4 1
 CM2535
 CM2535.Superseded values are not recommended for survey control.
 CM2535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2535.See file dsdata.txt to determine how the superseded data were derived.
 CM2535
 CM2535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4120108096(NAD 83)
 CM2535_MARKER: DD = SURVEY DISK
 CM2535_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2535_SP_SET: CONCRETE POST
 CM2535_STAMPING: 20 649.522
 CM2535_MARK LOGO: ALGS  
 CM2535_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM2535_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2535+STABILITY: SURFACE MOTION
 CM2535_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2535+SATELLITE: SATELLITE OBSERVATIONS - February 16, 2005
 CM2535
 CM2535  HISTORY     - Date     Condition        Report By
 CM2535  HISTORY     - 1942     MONUMENTED       ALGS
 CM2535  HISTORY     - 19920528 GOOD             ALHD
 CM2535  HISTORY     - 20050216 GOOD             ALPCO
 CM2535
 CM2535                          STATION DESCRIPTION
 CM2535
 CM2535'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2535'THE STATION IS LOCATED IN LEE COUNTY ON THE EAST RIGHT OF WAY OF WIRE
 CM2535'ROAD IN FRONT OF FISHERIES ANNEX, NATIONAL WEATHER SERVICE AND
 CM2535'SOUTHEAST AGRICULTURAL WEATHER SERVICE CENTER ON THE CAMPUS OF AUBURN
 CM2535'UNIVERSITY, ABOUT 0.95 MI (1.53 KM) SOUTHWEST OF AUBURN AND ABOUT
 CM2535'6.20 MI (9.98 KM) EAST OF LOACHAPOKA.
 CM2535'TO REACH THE STATION FROM EXIT 51 ON I-85, (MILE POST 0.00 ON ALA 147)
 CM2535', DRIVE NORTH ON ALA 147 FOR 1.45 MI (2.33 KM) TO MILE POST 1.35 AND
 CM2535'ALA 267, (SHUG JORDAN PARKWAY), LEFT AND RIGHT, TURN LEFT ON ALA 267,
 CM2535'(SHUG JORDAN PARKWAY), AND DRIVE NORTH FOR 1.15 MI (1.85 KM) TO MILE
 CM2535'POST 1.10 AND AN INTERSECTION AT A TRAFFIC LIGHT WITH WIRE ROAD
 CM2535'RIGHT, ALA 267 STRAIGHT AHEAD AND CONWAY PARKWAY LEFT, TURN RIGHT ON
 CM2535'WIRE ROAD AND DRIVE NORTHEAST FOR 0.60 MI (0.97 KM) TO AN
 CM2535'INTERSECTION AT A TRAFFIC LIGHT WITH WIRE ROAD SRAIGHT AHEAD AND WEST
 CM2535'SAMFORD AVENUE LEFT AND RIGHT, CONTINUE NORTHWEST ON WIRE ROAD FOR
 CM2535'0.20 MI (0.32 KM) TO THE STATION ON THE RIGHT.
 CM2535'THE STATION IS LOCATED IN THE CENTER OF THREE GREY CONCRETE FILLED
 CM2535'PIPES, 22.3 FT (6.8 M) EAST-SOUTHEAST OF THE CENTERLINE OF WIRE ROAD,
 CM2535'28.6 FT (8.7 M) SOUTH-SOUTHWEST OF THE CENTER OF A CONCRETE DRIVEWAY
 CM2535'ENTERING THE FISHERIES ANNEX, NATIONAL WEATHER SERVICE AND SOUTHEAST
 CM2535'AGRICULTURAL WEATHER SERVICE CENTER BUILDING, 46.1 FT (14.1 M) NORTH
 CM2535'OF A SECURITY LIGHT AND POLE, 61.6 FT (18.8 M) SOUTH-SOUTHEAST OF A
 CM2535'FIRE HYDRANT ACROSS WIRE ROAD, 66.0 FT (20.1 M) NORTH OF THE
 CM2535'NORTHWEST CORNER OF A THREE FOOT HIGH CONCRETE WALL AND CHAIN LINK
 CM2535'FENCE, 79.4 FT (24.2 M) NORTH-NORTHWEST OF A HIGH VOLTAGE TRANSFORMER
 CM2535'BOX NO. TRN Q06 - 087 225 AND SET FLUSH WITH THE GROUND.
 CM2535'STATION 41-38 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2535'ELEVATION - 649.522 FT (197.975 M) OR 198.00 METERS) NORTH-NORTHEAST
 CM2535'OF A JUNCTION TRANSFORMER POWER POLE NO. 501P35 ACROSS MORRIS AVENUE,
 CM2535'90.9 FT (27.7 M) NORTH-NORTHEAST OF A RIGHT OF WAY MARKER STAMPED P 1
 CM2535'24 + 86.4 ACROSS MORRIS AVENUE, 3.5 FT (1.1 M) SOUTH OF A CARSONITE
 CM2535'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CM2535'STATION 41-36 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2535
 CM2535                          STATION RECOVERY (2005)
 CM2535
 CM2535'RECOVERY NOTE BY ALABAMA POWER COMPANY 2005 (LG)
 CM2535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0143 ***********************************************************************
 BV0143  DESIGNATION -  AGS 447
 BV0143  PID         -  BV0143
 BV0143  STATE/COUNTY-  AL/MOBILE
 BV0143  USGS QUAD   -  CITRONELLE EAST (1982)
 BV0143
 BV0143                         *CURRENT SURVEY CONTROL
 BV0143  ___________________________________________________________________
 BV0143* NAD 83(1986)-  31 04 28.     (N)    088 14 06.     (W)     SCALED    
 BV0143* NAVD 88     -       101.570  (meters)     333.23   (feet)  POSTED    
 BV0143  ___________________________________________________________________
 BV0143  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BV0143  DYNAMIC HT  -         101.440 (meters)     332.81  (feet)  COMP
 BV0143  MODELED GRAV-     979,365.0   (mgal)                       NAVD 88
 BV0143
 BV0143  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0143
 BV0143.The horizontal coordinates were scaled from a topographic map and have
 BV0143.an estimated accuracy of +/- 6 seconds.
 BV0143
 BV0143.The orthometric height was determined by differential leveling
 BV0143.and adjusted by the National Geodetic Survey in 1992..
 BV0143.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0143.rate of 0.0 thru 1.0 mm/km.
 BV0143
 BV0143.The geoid height was determined by GEOID03.
 BV0143
 BV0143.The dynamic height is computed by dividing the NAVD 88
 BV0143.geopotential number by the normal gravity value computed on the
 BV0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0143.degrees latitude (g = 980.6199 gals.).
 BV0143
 BV0143.The modeled gravity was interpolated from observed gravity values.
 BV0143
 BV0143;                    North         East    Units  Estimated Accuracy
 BV0143;SPC AL W     -   119,340.      529,860.      MT  (+/- 180 meters Scaled)
 BV0143
 BV0143                          SUPERSEDED SURVEY CONTROL
 BV0143
 BV0143  NGVD 29 (??/??/92)  101.53   (m)          333.1    (f) COMPUTED    1 2
 BV0143
 BV0143.Superseded values are not recommended for survey control.
 BV0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0143.See file dsdata.txt to determine how the superseded data were derived.
 BV0143
 BV0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV821385(NAD 83)
 BV0143_MARKER: DD = SURVEY DISK
 BV0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0143_STAMPING: 447 1940
 BV0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0143+STABILITY: SURFACE MOTION
 BV0143
 BV0143  HISTORY     - Date     Condition        Report By
 BV0143  HISTORY     - 1940     MONUMENTED       ALGS
 BV0143  HISTORY     - 1940     GOOD             NGS
 BV0143
 BV0143                          STATION DESCRIPTION
 BV0143
 BV0143'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BV0143'1.1 MI SW FROM CITRONELLE.
 BV0143'ABOUT 1.1 MILES SOUTH-WEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BV0143'FROM THE STATION AT CITRONELLE, 25 FEET WEST OF THE CENTER-LINE OF THE
 BV0143'ROAD, 63 FEET WEST OF THE CENTER-LINE OF THE MAIN TRACK, 1 FOOT EAST
 BV0143'OF FENCE LINE, 15 FEET NORTH-EAST OF GATE POST, 1.5 FEET NORTH-WEST OF
 BV0143'A WHITE MARKER POST STENCILE U.S.B.M.  A STANDARD ALABAMA GEODETIC
 BV0143'SURVEY DISK STAMPED 447 1940 AND SET IN THE TOP OF A CONCRETE POST 0.3
 BV0143'FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0140 ***********************************************************************
 BV0140  DESIGNATION -  AGS 449
 BV0140  PID         -  BV0140
 BV0140  STATE/COUNTY-  AL/MOBILE
 BV0140  USGS QUAD   -  CITRONELLE EAST (1982)
 BV0140
 BV0140                         *CURRENT SURVEY CONTROL
 BV0140  ___________________________________________________________________
 BV0140* NAD 83(1986)-  31 03 22.     (N)    088 13 45.     (W)     SCALED    
 BV0140* NAVD 88     -        94.834  (meters)     311.13   (feet)  POSTED    
 BV0140  ___________________________________________________________________
 BV0140  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 BV0140  DYNAMIC HT  -          94.710 (meters)     310.73  (feet)  COMP
 BV0140  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 BV0140
 BV0140  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0140
 BV0140.The horizontal coordinates were scaled from a topographic map and have
 BV0140.an estimated accuracy of +/- 6 seconds.
 BV0140
 BV0140.The orthometric height was determined by differential leveling
 BV0140.and adjusted by the National Geodetic Survey in 1992..
 BV0140.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0140.rate of 0.0 thru 1.0 mm/km.
 BV0140
 BV0140.The geoid height was determined by GEOID03.
 BV0140
 BV0140.The dynamic height is computed by dividing the NAVD 88
 BV0140.geopotential number by the normal gravity value computed on the
 BV0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0140.degrees latitude (g = 980.6199 gals.).
 BV0140
 BV0140.The modeled gravity was interpolated from observed gravity values.
 BV0140
 BV0140;                    North         East    Units  Estimated Accuracy
 BV0140;SPC AL W     -   117,300.      530,410.      MT  (+/- 180 meters Scaled)
 BV0140
 BV0140                          SUPERSEDED SURVEY CONTROL
 BV0140
 BV0140  NGVD 29 (??/??/92)   94.84   (m)          311.2    (f) COMPUTED    1 2
 BV0140
 BV0140.Superseded values are not recommended for survey control.
 BV0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0140.See file dsdata.txt to determine how the superseded data were derived.
 BV0140
 BV0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV827364(NAD 83)
 BV0140_MARKER: DB = BENCH MARK DISK
 BV0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0140_STAMPING: 449 1940
 BV0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0140+STABILITY: SURFACE MOTION
 BV0140
 BV0140  HISTORY     - Date     Condition        Report By
 BV0140  HISTORY     - 1940     MONUMENTED       ALGS
 BV0140  HISTORY     - 1940     GOOD             NGS
 BV0140
 BV0140                          STATION DESCRIPTION
 BV0140
 BV0140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BV0140'2.6 MI S FROM CITRONELLE.
 BV0140'ALONG THE GULF, MOBILE AND OHIO RAILROAD AND A GRAVEL ROAD LEADING TO
 BV0140'CEDAR CREEK STATE PARK, 97.0 FEET NORTHEAST OF POLE NUMBER 3920 WHICH
 BV0140'IS THE THIRD POLE SOUTH OF MILE POST 30, 37 FEET WEST OF THE
 BV0140'INTERSECTION OF THE CENTER LINES OF CEDAR CREEK PARK ROAD AND A SIDE
 BV0140'ROAD SOUTH TO LANGDON LOOKOUT TOWER, 6.5 FEET NORTH EAST OF A SMALL
 BV0140'TWIN OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2851 ***********************************************************************
 DH2851  DESIGNATION -  AIR RESET
 DH2851  PID         -  DH2851
 DH2851  STATE/COUNTY-  AL/FAYETTE
 DH2851  USGS QUAD   -  FAYETTE (1983)
 DH2851
 DH2851                         *CURRENT SURVEY CONTROL
 DH2851  ___________________________________________________________________
 DH2851* NAD 83(1992)-  33 42 57.90570(N)    087 48 50.33458(W)     ADJUSTED  
 DH2851* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 DH2851  ___________________________________________________________________
 DH2851  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 DH2851  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DH2851
 DH2851  HORZ ORDER  -  THIRD
 DH2851
 DH2851.This mark is at Richard Arthur Fld Airport (M95)
 DH2851
 DH2851.The horizontal coordinates were established by classical geodetic methods
 DH2851.and adjusted by the National Geodetic Survey in December 1992..
 DH2851
 DH2851.The orthometric height was scaled from a topographic map.
 DH2851
 DH2851.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2851
 DH2851.The geoid height was determined by GEOID03.
 DH2851
 DH2851;                    North         East     Units Scale Factor Converg.
 DH2851;SPC AL W     -   412,073.023   570,898.592   MT  0.99994377   -0 10 27.4
 DH2851;UTM  16      - 3,730,974.147   424,580.401   MT  0.99967012   -0 27 06.6
 DH2851
 DH2851!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2851!SPC AL W     -   0.99998750  x   0.99994377  =   0.99993127
 DH2851!UTM  16      -   0.99998750  x   0.99967012  =   0.99965762
 DH2851
 DH2851|---------------------------------------------------------------------|
 DH2851| PID    Reference Object                     Distance      Geod. Az  |
 DH2851|                                                           dddmmss.s |
 DH2851| CF9298 AIR RM 1                              5.165 METERS 07311     |
 DH2851| DH2670 FAYETTE AIRPORT WINDSOCK              5.590 METERS 07323     |
 DH2851| DH2660 FAYETTE RAD STA WWWF MAST           APPROX. 4.3 KM 1660142.7 |
 DH2851| CS6998 AIR RM 3                             17.395 METERS 22544     |
 DH2851| CF9299 AIR RM 2                             41.517 METERS 22718     |
 DH2851| CF9297 AIR AZ MK                                          2690149.7 |
 DH2851| CS6999 AIR RM 4                             22.034 METERS 33053     |
 DH2851|---------------------------------------------------------------------|
 DH2851
 DH2851                          SUPERSEDED SURVEY CONTROL
 DH2851
 DH2851  NAD 83(1986)-  33 42 57.91433(N)    087 48 50.33309(W) AD(       ) 3
 DH2851  NAD 27      -  33 42 57.52400(N)    087 48 50.26700(W) AD(       ) 3
 DH2851
 DH2851.Superseded values are not recommended for survey control.
 DH2851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2851.See file dsdata.txt to determine how the superseded data were derived.
 DH2851
 DH2851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2458030974(NAD 83)
 DH2851_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2851+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1987
 DH2851
 DH2851  HISTORY     - Date     Condition        Report By
 DH2851  HISTORY     - 1980     MONUMENTED       NGS
 DH2851  HISTORY     - 19870616 GOOD             NGS
 DH2851
 DH2851                          STATION DESCRIPTION
 DH2851
 DH2851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DH2851'STATION UNDERGROUND MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND THE
 DH2851'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION SURFACE
 DH2851'MARK WAS DESTROYED BY CONSTRUCTION AND REFERENCE MARK NO. 1 WAS GOING
 DH2851'TO BE DESTROYED.  A NEW STATION SURFACE MARK AND REFERENCE MARKS
 DH2851'NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS DATE.  THE PUBLISHED
 DH2851'DISTANCES TO REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND TO BE IN
 DH2851'ERROR OF 1 FOOT.  THE DISK OF REFERENCE MARK NO. 1 WAS RECLAIMED AT
 DH2851'THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 DH2851'
 DH2851'THE STATION IS LOCATED ABOUT 2 MILES NORTH OF FAYETTE, ON THE EAST
 DH2851'SIDE OF THE MUNICIPAL AIRPORT, IN A PARKING AREA OF A NEW MUNICIPAL
 DH2851'PARK.
 DH2851'
 DH2851'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 43 AND STATE HIGHWAYS
 DH2851'18 AND 96 IN FAYETTE, GO NORTH ON U.S. HIGHWAY 43 FOR 2.45 MILES TO
 DH2851'PAVED ROAD ON RIGHT, ENTRANCE TO AIRPORT AND AZIMUTH MARK, CONTINUE
 DH2851'NORTH ON HIGHWAY 43 FOR 0.25 MILE TO 23RD. STREET NW ON THE RIGHT,
 DH2851'TURN RIGHT AND GO EAST ON 23RD. STREET NW FOR 0.15 MILE TO PAVED
 DH2851'SIDEROAD ON THE RIGHT AND ENTRANCE TO MUNICIPAL PARK, TURN RIGHT
 DH2851'PASSING THRU GATE AND GO SOUTH ON PARK ROAD FOR 0.3 MILE TO SOUTH
 DH2851'ONE OF TWO PARKING AREA AND STATION.
 DH2851'
 DH2851'STATION IS A STANDARD DISK, STAMPED---AIR 1950 1980---SET IN TOP OF
 DH2851'A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF A PAVED PARKING
 DH2851'AREA.  IT IS IN THE SOUTH ONE OF TWO PARKING LOTS, 80.8 FEET WEST
 DH2851'OF WOODEN RAIL FENCE ON EAST SIDE OF PARKING LOT, 59.6 FEET NORTH
 DH2851'OF RAIL FENCE ON SOUTH SIDE OF LOT AND 36.5 FEET EAST OF RAIL FENCE
 DH2851'ON WEST SIDE OF LOT.
 DH2851'
 DH2851'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED---AIR NO 2
 DH2851'1950---SET IN A DRILL HOLE ON THE TOP OF THE NORTH WING OF A CONCRETE
 DH2851'CULVERT.
 DH2851'
 DH2851'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---AIR 1950 NO 3
 DH2851'1980---AND SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 DH2851'GROUND.  IT IS 79 FEET EAST OF CYCLONE FENCE ALONG EAST SIDE OF
 DH2851'AIRPORT, 17.5 FEET NORTH OF THE SOUTHWEST FENCE CORNER AROUND PARKING
 DH2851'LOT, 2.2 FEET WEST OF RAIL FENCE AT WEST EDGE OF PARKING LOT AND 1.8
 DH2851'FEET WEST OF A METAL WITNESS POST AND SIGN.
 DH2851'
 DH2851'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED---AIR 1950 NO 4
 DH2851'1980---AND SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 DH2851'GROUND.  IT IS 79.7 FEET EAST OF CYCLONE FENCE ALONG EAST SIDE OF
 DH2851'AIRPORT, 83 FEET SOUTH OF A TELEPHONE BOOTH POLE, 1.5 FEET WEST OF
 DH2851'RAIL FENCE AT WEST EDGE OF PARKING LOT AND 1 FOOT WEST OF A METAL
 DH2851'WITNESS POST AND SIGN.
 DH2851
 DH2851                          STATION RECOVERY (1987)
 DH2851
 DH2851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DH2851'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2469 ***********************************************************************
 DH2469  DESIGNATION -  AIRPORT BCN SHELBY COUNTY APT
 DH2469  PID         -  DH2469
 DH2469  STATE/COUNTY-  AL/SHELBY
 DH2469  USGS QUAD   -  ALABASTER (1980)
 DH2469
 DH2469                         *CURRENT SURVEY CONTROL
 DH2469  ___________________________________________________________________
 DH2469* NAD 83(1992)-  33 10 23.73048(N)    086 46 44.75453(W)     ADJUSTED  
 DH2469* NAVD 88     -                                                        
 DH2469  ___________________________________________________________________
 DH2469  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 DH2469  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH2469
 DH2469  HORZ ORDER  -  THIRD
 DH2469
 DH2469.This mark is at Shelby County Airport (21A)
 DH2469
 DH2469.The horizontal coordinates were established by classical geodetic methods
 DH2469.and adjusted by the National Geodetic Survey in December 1992..
 DH2469
 DH2469
 DH2469.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2469
 DH2469.The geoid height was determined by GEOID03.
 DH2469
 DH2469;                    North         East     Units Scale Factor Converg.
 DH2469;SPC AL W     -   352,058.041   667,234.816   MT  0.99998905   +0 23 40.1
 DH2469;UTM  16      - 3,670,516.385   520,595.293   MT  0.99960523   +0 07 15.1
 DH2469
 DH2469                          SUPERSEDED SURVEY CONTROL
 DH2469
 DH2469  NAD 83(1986)-  33 10 23.73656(N)    086 46 44.75923(W) AD(       ) 4
 DH2469  NAD 27      -  33 10 23.31682(N)    086 46 44.80337(W) AD(       ) 3
 DH2469
 DH2469.Superseded values are not recommended for survey control.
 DH2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2469.See file dsdata.txt to determine how the superseded data were derived.
 DH2469
 DH2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2059570516(NAD 83)
 DH2469_MARKER: 21 = AIRPORT BEACON
 DH2469
 DH2469  HISTORY     - Date     Condition        Report By
 DH2469  HISTORY     - 1971     FIRST OBSERVED   NGS
 DH2469  HISTORY     - 19960318 GOOD             USPSQD
 DH2469
 DH2469                          STATION DESCRIPTION
 DH2469
 DH2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2469'THE AIRPORT BEACON SHELBY COUNTY AIRPORT IS LOCATED ABOUT 5-3/4 MILES
 DH2469'SOUTH-SOUTHEAST OF ALABASTER, 4-1/2 MILES NORTH-NORTHWEST OF CALERA,
 DH2469'0.1 MILE WEST OF INTERSTATE HIGHWAY 65 AND AT THE ENTRANCE TO THE
 DH2469'SHELBY COUNTY AIRPORT.  IT IS ON THE PROPERTY OF AND OWNED BY
 DH2469'SHELBY COUNTY AIRPORT.
 DH2469'
 DH2469'TO REACH THE STATION FROM THE JUNCTION OF U. S.L53GHWAY 31 AND
 DH2469'INTERSTATE HIGHWAY 65 ABOUT 1.5 MILE SOUTH OF ALABASTER, GO SOUTH
 DH2469'ON INTERSTATE HIGHWAY 65 FOR 4.25 MILES TO THE SHELBY COUNTY
 DH2469'AIRPORT EXIT.  BEAR RIGHT ON THE EXIT RAMP AND GO SOUTHWEST FOR 0.2
 DH2469'MILE TO A T-INTERSECTION.  TURN RIGHT AND GO NORTH ON A PAVED ROAD
 DH2469'FOR 0.15 MILE TO THE ENTRANCE TO THE SHELBY COUNTY AIRPORT AND THE
 DH2469'STATION ON THE LEFT.
 DH2469'
 DH2469'THE STATION IS A BEACON LIGHT AFFIXED TO THE TOP OF A THREE-LEGGED
 DH2469'STRUCTURE, CONSTRUCTED OF POWER LINE POLES, THAT HAS AN OCTAGON
 DH2469'PLATFORM AROUND THE BEACON LIGHT.  THE BEACON LIGHT FLASHS
 DH2469'ALTERNATE GREEN AND WHITE AND HAS A SMALL RED LIGHT AFFIXED TO THE
 DH2469'TOP OF THE BEACON.
 DH2469'
 DH2469'THE POINT INTERSECTED WAS TOP CENTER OF THE BEACON LIGHT.
 DH2469'
 DH2469'THE STATION IS 218.5 FEET OR 66.60 METERS EAST OF TRIANGULATION
 DH2469'STATION SHELAIR.
 DH2469
 DH2469                          STATION RECOVERY (1996)
 DH2469
 DH2469'RECOVERY NOTE BY US POWER SQUADRON 1996
 DH2469'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2591 ***********************************************************************
 DH2591  DESIGNATION -  AIRPORT BCN VAN DE GRAAFF APT
 DH2591  PID         -  DH2591
 DH2591  STATE/COUNTY-  AL/TUSCALOOSA
 DH2591  USGS QUAD   -  TUSCALOOSA (1983)
 DH2591
 DH2591                         *CURRENT SURVEY CONTROL
 DH2591  ___________________________________________________________________
 DH2591* NAD 83(1992)-  33 13 31.30601(N)    087 36 42.49009(W)     ADJUSTED  
 DH2591* NAVD 88     -                                                        
 DH2591  ___________________________________________________________________
 DH2591  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 DH2591  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH2591
 DH2591  HORZ ORDER  -  THIRD
 DH2591
 DH2591.This mark is at Tuscaloosa Airport (TCL)
 DH2591
 DH2591.The horizontal coordinates were established by classical geodetic methods
 DH2591.and adjusted by the National Geodetic Survey in December 1992..
 DH2591
 DH2591
 DH2591.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2591
 DH2591.The geoid height was determined by GEOID03.
 DH2591
 DH2591;                    North         East     Units Scale Factor Converg.
 DH2591;SPC AL W     -   357,610.564   589,579.004   MT  0.99993467   -0 03 40.5
 DH2591;UTM  16      - 3,676,437.907   442,993.234   MT  0.99964007   -0 20 06.9
 DH2591
 DH2591                          SUPERSEDED SURVEY CONTROL
 DH2591
 DH2591  NAD 83(1986)-  33 13 31.31166(N)    087 36 42.49297(W) AD(       ) 4
 DH2591  NAD 27      -  33 13 30.88200(N)    087 36 42.46300(W) AD(       ) 3
 DH2591
 DH2591.Superseded values are not recommended for survey control.
 DH2591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2591.See file dsdata.txt to determine how the superseded data were derived.
 DH2591
 DH2591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4299376438(NAD 83)
 DH2591_MARKER: 21 = AIRPORT BEACON
 DH2591
 DH2591  HISTORY     - Date     Condition        Report By
 DH2591  HISTORY     - 1955     FIRST OBSERVED   CGS
 DH2591  HISTORY     - 1960     GOOD             CGS
 DH2591  HISTORY     - 1966     GOOD             CGS
 DH2591  HISTORY     - 1969     GOOD             CGS
 DH2591  HISTORY     - 1983     GOOD             NGS
 DH2591  HISTORY     - 19890630 GOOD             NGS
 DH2591
 DH2591                          STATION DESCRIPTION
 DH2591
 DH2591'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DH2591'STATION IS THE CENTER OF THE REVOLVING GREEN LIGHT AT THE
 DH2591'HARGROVE VAN DE GRAAFF FIELD, CHARTED AS BEACON NO. 59.  IT IS
 DH2591'ATOP A FOUR LEGGED STEEL STRUCTURE ABOUT 25 FEET ATOP THE EDGE
 DH2591'OF THE HANGAR BUILDING.  THE TOTAL HEIGHT IS 55 FEET.
 DH2591'
 DH2591'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION VANDEGRAAFF
 DH2591'AND THE DISTANCE IS 358.8 FEET, 109.36 METERS.
 DH2591'
 DH2591'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND 43
 DH2591'IN NORTHPORT, GO WEST ON HIGHWAY 82 FOR 2.0 MILES TO A SIDE ROAD
 DH2591'RIGHT, TURN RIGHT AND GO NORTH FOR ABOUT 0.05 MILE TO THE
 DH2591'HANGAR AND BEACON AT THE SOUTHEAST CORNER.
 DH2591
 DH2591                          STATION RECOVERY (1960)
 DH2591
 DH2591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 DH2591'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION.  THE
 DH2591'1955 DESCRIPTION IS ADEQUATE FOR RECOVERY.
 DH2591
 DH2591                          STATION RECOVERY (1966)
 DH2591
 DH2591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (EP)
 DH2591'THIS STATION WAS RECOVERED AS DESCRIBED.
 DH2591
 DH2591                          STATION RECOVERY (1969)
 DH2591
 DH2591'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (WMR)
 DH2591'STATION RECOVERED IN GOOD CONDITION.  THE DESCRIPTION IS ADEQUATE.
 DH2591'
 DH2591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--1.5 MILES WEST OF
 DH2591'NORTHPORT.
 DH2591
 DH2591                          STATION RECOVERY (1983)
 DH2591
 DH2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 DH2591'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DH2591'
 DH2591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT TUSCALOOSA
 DH2591'MUNICIPAL AIRPORT.
 DH2591
 DH2591                          STATION RECOVERY (1989)
 DH2591
 DH2591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989
 DH2591'STATION IS THE CENTER OF THE REVOLVING GREEN LIGHT AT THE TUSCALOOSA
 DH2591'MUNICIPAL AIRPORT, CHARTED AS BEACON NUMBER 59.  IT IS ATOP A FOUR
 DH2591'LEGGED STEEL STRUCTURE ABOUT 25 FT (7.6 M) ATOP THE EDGE OF THE HANGAR
 DH2591'BUILDING.  THE TOTAL HEIGHT IS 55 FT.  (16.8 M) THE BEACON IS ON THE
 DH2591'SOUTHEAST CORNER OF THE HANGAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0189 ***********************************************************************
 BH0189  DESIGNATION -  AIRPORT RM 2
 BH0189  PID         -  BH0189
 BH0189  STATE/COUNTY-  AL/MOBILE
 BH0189  USGS QUAD   -  SPRING HILL (1982)
 BH0189
 BH0189                         *CURRENT SURVEY CONTROL
 BH0189  ___________________________________________________________________
 BH0189* NAD 83(1986)-  30 41 01.     (N)    088 14 02.     (W)     SCALED    
 BH0189* NAVD 88     -        64.47   (+/-2cm)     211.5    (feet)  VERTCON   
 BH0189  ___________________________________________________________________
 BH0189  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 BH0189
 BH0189  VERT ORDER  -  SECOND    CLASS 0 (See Below)
 BH0189
 BH0189.This mark is at Mobile (REGIONAL) Airport (MOB)
 BH0189
 BH0189.The horizontal coordinates were scaled from a topographic map and have
 BH0189.an estimated accuracy of +/- 6 seconds.
 BH0189
 BH0189.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0189.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0189.The vertical order pertains to the NGVD 29 superseded value.
 BH0189
 BH0189.The geoid height was determined by GEOID03.
 BH0189
 BH0189;                    North         East    Units  Estimated Accuracy
 BH0189;SPC AL W     -    76,010.      529,680.      MT  (+/- 180 meters Scaled)
 BH0189
 BH0189                          SUPERSEDED SURVEY CONTROL
 BH0189
 BH0189  NGVD 29 (??/??/??)   64.427  (m)          211.37   (f) ADJUSTED    2 0
 BH0189
 BH0189.Superseded values are not recommended for survey control.
 BH0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0189.See file dsdata.txt to determine how the superseded data were derived.
 BH0189
 BH0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU818951(NAD 83)
 BH0189_MARKER: DR = REFERENCE MARK DISK
 BH0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0189_STAMPING: AIRPORT NO 2 1942
 BH0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0189+STABILITY: SURFACE MOTION
 BH0189
 BH0189  HISTORY     - Date     Condition        Report By
 BH0189  HISTORY     - 1942     MONUMENTED       CGS
 BH0189  HISTORY     - 1961     POOR             CGS
 BH0189  HISTORY     - 1988     MARK NOT FOUND   MSU
 BH0189
 BH0189                          STATION DESCRIPTION
 BH0189
 BH0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BH0189'IN ORCHARD.
 BH0189'LOCATED AT BATES FIELD, MOBILE COUNTY, 1.25 MILES EAST OF BAKER HIGH
 BH0189'SCHOOL, 220.6 FEET SOUTH OF TRIANGULATION STATION AIRPORT 1942, ABOUT
 BH0189'100 YARDS SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOBILE AIR SERVICE
 BH0189'HANGER, 56 FEET WEST OF THE CENTERLINE OF THE EXTENSION OF THE MAIN
 BH0189'ENTRANCE TO THE AIR FIELD, 128 FEET SOUTHWEST OF A FIRE HYDRANT, 138
 BH0189'FEET SOUTH OF A WOVEN WIRE FENCE AT THE SOUTH EDGE OF THE PAVED AREA,
 BH0189'AND 36 FEET NORTH OF A BLACK TOP TAXI STRIP LEADING EAST-WEST.  IT IS
 BH0189'A STANDARD DISK, STAMPED AIRPORT NO 2 1942, FLUSH WITH THE GROUND.
 BH0189'NOTE-- THE MARK WAS RECOVERED AT THIS DATE BUT HAS BEEN DISTURBED AND
 BH0189'SHOULD BE USED WITH CAUTION.
 BH0189
 BH0189                          STATION RECOVERY (1988)
 BH0189
 BH0189'RECOVERY NOTE BY UNIVERSITY OF MISSISSIPPI 1988 (BW)
 BH0189'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1164 ***********************************************************************
 CO1164  DESIGNATION -  AIRWAY BCN 54 4 MI N OF BOYD
 CO1164  PID         -  CO1164
 CO1164  STATE/COUNTY-  AL/SUMTER
 CO1164  USGS QUAD   -  EMELLE (1987)
 CO1164
 CO1164                         *CURRENT SURVEY CONTROL
 CO1164  ___________________________________________________________________
 CO1164* NAD 83(1992)-  32 41 22.52751(N)    088 18 00.20418(W)     ADJUSTED  
 CO1164* NAVD 88     -                                                        
 CO1164  ___________________________________________________________________
 CO1164  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CO1164  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CO1164
 CO1164  HORZ ORDER  -  THIRD
 CO1164
 CO1164.The horizontal coordinates were established by classical geodetic methods
 CO1164.and adjusted by the National Geodetic Survey in May 1994..
 CO1164
 CO1164
 CO1164.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1164
 CO1164.The geoid height was determined by GEOID03.
 CO1164
 CO1164;                    North         East     Units Scale Factor Converg.
 CO1164;SPC AL W     -   298,472.789   524,975.393   MT  1.00000271   -0 25 55.6
 CO1164;SPC MS E     -   353,741.890   350,007.994   MT  0.99998083   +0 17 16.9
 CO1164;SPC MS E     - 1,160,568.18  1,148,317.89   sFT  0.99998083   +0 17 16.9
 CO1164;UTM  16      - 3,617,622.668   378,126.250   MT  0.99978315   -0 42 08.0
 CO1164
 CO1164                          SUPERSEDED SURVEY CONTROL
 CO1164
 CO1164  NAD 83(1992)-  32 41 22.53194(N)    088 18 00.20440(W) AD(       ) 4
 CO1164  NAD 83(1986)-  32 41 22.53693(N)    088 18 00.20695(W) AD(       ) 4
 CO1164  NAD 27      -  32 41 22.05600(N)    088 18 00.10100(W) AD(       ) 3
 CO1164
 CO1164.Superseded values are not recommended for survey control.
 CO1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1164.See file dsdata.txt to determine how the superseded data were derived.
 CO1164
 CO1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7812617623(NAD 83)
 CO1164_MARKER: 22 = AIRWAY BEACON
 CO1164
 CO1164  HISTORY     - Date     Condition        Report By
 CO1164  HISTORY     - 1955     FIRST OBSERVED   CGS
 CO1164
 CO1164                          STATION DESCRIPTION
 CO1164
 CO1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1164'STATION IS THE CENTER OF THE TOP OF THE REVOLVING WHITE LIGHT
 CO1164'OF THE AIRWAY BEACON, LOCATED ABOUT 4 MILES NORTH OF BOYD AND
 CO1164'3 MILES SOUTH OF EMELLE, 35 FEET EAST OF THE CENTER OF A
 CO1164'NORTH-SOUTH DIRT ROAD.  IT IS A STANDARD TYPE CAA BEACON, ATOP A 4
 CO1164'LEGGED GALAVANIZED STEEL TOWER, THE CAGE PORTION AND COURSE
 CO1164'LIGHTS ARE PAINTED RED.  THE TOTAL HEIGHT IS ABOUT 50
 CO1164'FEET.
 CO1164'
 CO1164'NOTE- THIS BEACON IS NOT LISTED ON CAA CHARTS AND IS NOT
 CO1164'IN OPERATION AT THE PRESENT TIME.
 CO1164'
 CO1164'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CO1164'17 AND 132, ABOUT 3 MILES NORTH OF BOYD, GO NORTH ON HIGHWAY
 CO1164'17 FOR 2.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO EAST ON
 CO1164'DIRT ROAD FOR 0.35 MILE TO A CROSSROAD, TURN LEFT AND GO NORTH
 CO1164'ON DIRT ROAD FOR 0.8 MILE TO THE STATION ON THE RIGHT IN AN
 CO1164'OPEN FIELD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1141 ***********************************************************************
 CO1141  DESIGNATION -  AIRWAY BCN 56 SW OF CLINTON
 CO1141  PID         -  CO1141
 CO1141  STATE/COUNTY-  AL/GREENE
 CO1141  USGS QUAD   -  WEST GREENE (1970)
 CO1141
 CO1141                         *CURRENT SURVEY CONTROL
 CO1141  ___________________________________________________________________
 CO1141* NAD 83(1992)-  32 54 17.28018(N)    088 01 11.51568(W)     ADJUSTED  
 CO1141* NAVD 88     -                                                        
 CO1141  ___________________________________________________________________
 CO1141  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CO1141  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CO1141
 CO1141  HORZ ORDER  -  THIRD
 CO1141
 CO1141.The horizontal coordinates were established by classical geodetic methods
 CO1141.and adjusted by the National Geodetic Survey in May 1994..
 CO1141
 CO1141
 CO1141.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1141
 CO1141.The geoid height was determined by GEOID03.
 CO1141
 CO1141;                    North         East     Units Scale Factor Converg.
 CO1141;SPC AL W     -   322,175.013   551,367.760   MT  0.99996248   -0 16 56.7
 CO1141;UTM  16      - 3,641,194.309   404,624.153   MT  0.99971216   -0 33 14.7
 CO1141
 CO1141                          SUPERSEDED SURVEY CONTROL
 CO1141
 CO1141  NAD 83(1992)-  32 54 17.28072(N)    088 01 11.51633(W) AD(       ) 4
 CO1141  NAD 83(1986)-  32 54 17.28702(N)    088 01 11.51942(W) AD(       ) 4
 CO1141  NAD 27      -  32 54 16.83300(N)    088 01 11.43900(W) AD(       ) 3
 CO1141
 CO1141.Superseded values are not recommended for survey control.
 CO1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1141.See file dsdata.txt to determine how the superseded data were derived.
 CO1141
 CO1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0462441194(NAD 83)
 CO1141_MARKER: 22 = AIRWAY BEACON
 CO1141
 CO1141  HISTORY     - Date     Condition        Report By
 CO1141  HISTORY     - 1955     FIRST OBSERVED   CGS
 CO1141
 CO1141                          STATION DESCRIPTION
 CO1141
 CO1141'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1141'STATION IS THE CENTER OF THE REVOLVING WHITE LIGHT, LOCATED
 CO1141'ATOP AIRWAY BEACON NO. 56.  THE BEACON IS ON THE TOP OF A
 CO1141'SMALL HILL ABOUT 100 FEET NORTHWEST OF THE CENTER OF STATE
 CO1141'HIGHWAY 39.  IT IS A 4 LEGGED STEEL STRUCTURE, ABOUT 75 FEET
 CO1141'HIGH, THE BASE IS PAINTED SILVER AND THE ENCLOSURE AND LIGHT
 CO1141'ATOP ARE PAINTED RED.  THE BEACON HAS FIXED RED COURSE LIGHTS IN
 CO1141'A NORTHEAST-SOUTHWEST DIRECTION.
 CO1141'
 CO1141'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS
 CO1141'39 AND 40 IN CLINTON, GO SOUTHWEST ON HIGHWAY 39 FOR 1.7 MILES
 CO1141'TO THE BEACON ON THE RIGHT, NORTHWEST SIDE OF THE ROAD AS
 CO1141'DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2039 ***********************************************************************
 BH2039  DESIGNATION -  AIRWAY BEACON 10
 BH2039  PID         -  BH2039
 BH2039  STATE/COUNTY-  AL/MOBILE
 BH2039  USGS QUAD   -  BIG POINT (1982)
 BH2039
 BH2039                         *CURRENT SURVEY CONTROL
 BH2039  ___________________________________________________________________
 BH2039* NAD 83(1992)-  30 34 27.84213(N)    088 23 33.10035(W)     ADJUSTED  
 BH2039* NAVD 88     -                                                        
 BH2039  ___________________________________________________________________
 BH2039  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BH2039  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH2039
 BH2039  HORZ ORDER  -  THIRD
 BH2039
 BH2039.The horizontal coordinates were established by classical geodetic methods
 BH2039.and adjusted by the National Geodetic Survey in May 1994..
 BH2039
 BH2039
 BH2039.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2039
 BH2039.The geoid height was determined by GEOID03.
 BH2039
 BH2039;                    North         East     Units Scale Factor Converg.
 BH2039;SPC AL W     -    64,011.452   514,387.589   MT  1.00002372   -0 27 14.5
 BH2039;SPC MS E     -   119,177.401   342,282.697   MT  0.99997205   +0 13 27.2
 BH2039;SPC MS E     -   391,001.19  1,122,972.48   sFT  0.99997205   +0 13 27.2
 BH2039;UTM  16      - 3,383,261.879   366,467.714   MT  0.99981997   -0 42 30.3
 BH2039
 BH2039                          SUPERSEDED SURVEY CONTROL
 BH2039
 BH2039  NAD 83(1992)-  30 34 27.84620(N)    088 23 33.09988(W) AD(       ) 4
 BH2039  NAD 83(1986)-  30 34 27.86343(N)    088 23 33.10014(W) AD(       ) 4
 BH2039  NAD 27      -  30 34 27.17300(N)    088 23 33.05800(W) AD(       ) 3
 BH2039
 BH2039.Superseded values are not recommended for survey control.
 BH2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2039.See file dsdata.txt to determine how the superseded data were derived.
 BH2039
 BH2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6646883262(NAD 83)
 BH2039_MARKER: 22 = AIRWAY BEACON
 BH2039
 BH2039  HISTORY     - Date     Condition        Report By
 BH2039  HISTORY     - 1942     FIRST OBSERVED   CGS
 BH2039
 BH2039                          STATION DESCRIPTION
 BH2039
 BH2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2039'AIR BEACON NO. 10 IS A DOUBLE LIGHT MOUNTED ON A STEEL TOWER WHICH IS
 BH2039'PAINTED RED AND WHITE.  THE TOWER IS APPROXIMATELY 50 FEET HIGH.
 BH2039'
 BH2039'TO REACH AIR BEACON NO. 10 GO E ON A PAVED ROAD FROM THE MAIN ENTANCE
 BH2039'TO THE MOBILE MUNICIPAL AIRPORT FOR 0.3 MILE TO A HARD SURFACED ROAD
 BH2039'TURNING OFF SHARPLY TO THE RIGHT.  TURN RIGHT AND PROCEED FOR 5.4
 BH2039'MILES TO THE END OF THE HARD SURFACE.  CONTINUE ON THE DIRT
 BH2039'ROAD FOR 6.2 MILES TO A CROSS ROAD AND BRICK STORE.  TURN RIGHT AND
 BH2039'CONTINUE FOR 1.2 MILES TO THE UNION BAPTIST CHURCH ON THE RIGHT.
 BH2039'TURN LEFT AT THE CHURCH AND PROCEED FOR 1.6 MILES TO A Y.  TAKE THE
 BH2039'RIGHT FORK AND PROCEED FOR 1.4 MILES TO THE BEACON ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2032 ***********************************************************************
 BH2032  DESIGNATION -  AIRWAY BEACON 11
 BH2032  PID         -  BH2032
 BH2032  STATE/COUNTY-  AL/MOBILE
 BH2032  USGS QUAD   -  ST ELMO (1982)
 BH2032
 BH2032                         *CURRENT SURVEY CONTROL
 BH2032  ___________________________________________________________________
 BH2032* NAD 83(1992)-  30 36 24.78980(N)    088 15 16.75806(W)     ADJUSTED  
 BH2032* NAVD 88     -                                                        
 BH2032  ___________________________________________________________________
 BH2032  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BH2032  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BH2032
 BH2032  HORZ ORDER  -  THIRD
 BH2032
 BH2032.The horizontal coordinates were established by classical geodetic methods
 BH2032.and adjusted by the National Geodetic Survey in May 1994..
 BH2032
 BH2032
 BH2032.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2032
 BH2032.The geoid height was determined by GEOID03.
 BH2032
 BH2032;                    North         East     Units Scale Factor Converg.
 BH2032;SPC AL W     -    67,516.076   527,637.076   MT  0.99999791   -0 23 03.3
 BH2032;UTM  16      - 3,386,706.883   379,729.831   MT  0.99977844   -0 38 20.0
 BH2032
 BH2032                          SUPERSEDED SURVEY CONTROL
 BH2032
 BH2032  NAD 83(1992)-  30 36 24.78933(N)    088 15 16.75968(W) AD(       ) 4
 BH2032  NAD 83(1986)-  30 36 24.81012(N)    088 15 16.76004(W) AD(       ) 4
 BH2032  NAD 27      -  30 36 24.13000(N)    088 15 16.73700(W) AD(       ) 3
 BH2032
 BH2032.Superseded values are not recommended for survey control.
 BH2032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2032.See file dsdata.txt to determine how the superseded data were derived.
 BH2032
 BH2032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7973086707(NAD 83)
 BH2032_MARKER: 22 = AIRWAY BEACON
 BH2032
 BH2032  HISTORY     - Date     Condition        Report By
 BH2032  HISTORY     - 1942     FIRST OBSERVED   CGS
 BH2032
 BH2032                          STATION DESCRIPTION
 BH2032
 BH2032'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2032'AIR BEACON NO. 11 IS A DOUBLE LIGHT MOUNTED ON A STEEL TOWER WHICH IS
 BH2032'PAINTED RED AND WHITE.  THE TOWER IS APPROXIMATELY 50 FEET HIGH.
 BH2032'
 BH2032'TO REACH THE BEACON GO E ON THE PAVED ROAD FROM THE MAIN ENTRANCE TO
 BH2032'THE MOBILE MUNICIPAL AIRPORT FOR 0.3 MILE TO A HARD-SURFACED
 BH2032'ROAD TURNING SHARPLY TO THE RIGHT.  TURN RIGHT AND PROCEED FOR 5.3
 BH2032'MILES TO A DIRT CROSS ROAD AND TEACHOUTS TURN AROUND STORE.
 BH2032'TURN LEFT ON DIRT CROSS ROAD AND PROCEED 0.1 MILE TO THE BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1064 ***********************************************************************
 CN1064  DESIGNATION -  ALA GEO SUR
 CN1064  PID         -  CN1064
 CN1064  STATE/COUNTY-  AL/DALLAS
 CN1064  USGS QUAD   -  MINTER (1987)
 CN1064
 CN1064                         *CURRENT SURVEY CONTROL
 CN1064  ___________________________________________________________________
 CN1064* NAD 83(1986)-  32 03 39.     (N)    086 59 52.     (W)     SCALED    
 CN1064* NAVD 88     -        49.210  (meters)     161.45   (feet)  ADJUSTED  
 CN1064  ___________________________________________________________________
 CN1064  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CN1064  DYNAMIC HT  -          49.154 (meters)     161.27  (feet)  COMP
 CN1064  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 CN1064
 CN1064  VERT ORDER  -  SECOND    CLASS 0
 CN1064
 CN1064.The horizontal coordinates were scaled from a topographic map and have
 CN1064.an estimated accuracy of +/- 6 seconds.
 CN1064
 CN1064.The orthometric height was determined by differential leveling
 CN1064.and adjusted by the National Geodetic Survey in June 1991..
 CN1064
 CN1064.The geoid height was determined by GEOID03.
 CN1064
 CN1064.The dynamic height is computed by dividing the NAVD 88
 CN1064.geopotential number by the normal gravity value computed on the
 CN1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1064.degrees latitude (g = 980.6199 gals.).
 CN1064
 CN1064.The modeled gravity was interpolated from observed gravity values.
 CN1064
 CN1064;                    North         East    Units  Estimated Accuracy
 CN1064;SPC AL W     -   228,580.      647,420.      MT  (+/- 180 meters Scaled)
 CN1064
 CN1064                          SUPERSEDED SURVEY CONTROL
 CN1064
 CN1064  NGVD 29 (??/??/92)   49.17   (m)          161.3    (f) COMPUTED    2 0
 CN1064
 CN1064.Superseded values are not recommended for survey control.
 CN1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1064.See file dsdata.txt to determine how the superseded data were derived.
 CN1064
 CN1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA002471(NAD 83)
 CN1064_MARKER: DD = SURVEY DISK
 CN1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1064+STABILITY: SURFACE MOTION
 CN1064
 CN1064  HISTORY     - Date     Condition        Report By
 CN1064  HISTORY     - UNK      MONUMENTED       ALGS
 CN1064  HISTORY     - 1950     GOOD             NGS
 CN1064
 CN1064                          STATION DESCRIPTION
 CN1064
 CN1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN1064'1.2 MI S FROM MINTER.
 CN1064'ABOUT 1.2 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 CN1064'THE STATION AT MINTER, 14 RAILS SOUTH OF A ROAD CROSSING, 140 FEET
 CN1064'NORTH-NORTHEAST OF MILE POST 694, 28 FEET EAST OF THE EAST RAIL, 21
 CN1064'1/2 FEET WEST-SOUTHWEST OF A LONE 5-INCH SYCAMORE TREE NEAR FENCE
 CN1064'LINE, 18 1/2 FEET WEST OF FENCE LINE, ABOUT 4 FEET BELOW THE TRACK AND
 CN1064'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1066 ***********************************************************************
 CN1066  DESIGNATION -  ALA GEO S=Z 344
 CN1066  PID         -  CN1066
 CN1066  STATE/COUNTY-  AL/DALLAS
 CN1066  USGS QUAD   -  MINTER (1987)
 CN1066
 CN1066                         *CURRENT SURVEY CONTROL
 CN1066  ___________________________________________________________________
 CN1066* NAD 83(1986)-  32 04 41.     (N)    086 59 37.     (W)     SCALED    
 CN1066* NAVD 88     -        54.184  (meters)     177.77   (feet)  ADJUSTED  
 CN1066  ___________________________________________________________________
 CN1066  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CN1066  DYNAMIC HT  -          54.122 (meters)     177.57  (feet)  COMP
 CN1066  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CN1066
 CN1066  VERT ORDER  -  SECOND    CLASS 0
 CN1066
 CN1066.The horizontal coordinates were scaled from a topographic map and have
 CN1066.an estimated accuracy of +/- 6 seconds.
 CN1066
 CN1066.The orthometric height was determined by differential leveling
 CN1066.and adjusted by the National Geodetic Survey in June 1991..
 CN1066
 CN1066.The geoid height was determined by GEOID03.
 CN1066
 CN1066.The dynamic height is computed by dividing the NAVD 88
 CN1066.geopotential number by the normal gravity value computed on the
 CN1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1066.degrees latitude (g = 980.6199 gals.).
 CN1066
 CN1066.The modeled gravity was interpolated from observed gravity values.
 CN1066
 CN1066;                    North         East    Units  Estimated Accuracy
 CN1066;SPC AL W     -   230,490.      647,810.      MT  (+/- 180 meters Scaled)
 CN1066
 CN1066                          SUPERSEDED SURVEY CONTROL
 CN1066
 CN1066  NGVD 29 (??/??/92)   54.15   (m)          177.7    (f) COMPUTED    2 0
 CN1066
 CN1066.Superseded values are not recommended for survey control.
 CN1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1066.See file dsdata.txt to determine how the superseded data were derived.
 CN1066
 CN1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA006490(NAD 83)
 CN1066_MARKER: DD = SURVEY DISK
 CN1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1066_STAMPING: Z 344
 CN1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1066+STABILITY: SURFACE MOTION
 CN1066
 CN1066  HISTORY     - Date     Condition        Report By
 CN1066  HISTORY     - UNK      MONUMENTED       ALGS
 CN1066  HISTORY     - 1950     GOOD             NGS
 CN1066
 CN1066                          STATION DESCRIPTION
 CN1066
 CN1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN1066'IN MINTER.
 CN1066'AT MINTER, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 87 FEET NORTH
 CN1066'AND ACROSS A BLACK TOP ROAD FROM THE NORTHEAST CORNER OF THE RAILROAD
 CN1066'STATION, 33 1/2 FEET NORTH-NORTHWEST OF THE CENTER OF THE CROSSING OF
 CN1066'BLACK TOP ROAD AND MAIN TRACK, 51 FEET EAST OF POWER POLE NO. 3 -237,
 CN1066'31 FEET NORTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 12 1/2 FEET
 CN1066'NORTH OF THE NORTH END OF A 24-INCH PIPE CULVERT UNDER ROAD, 8 FEET
 CN1066'WEST OF THE WEST RAIL OF THE MAIN TRACK, 5 1/2 FEET SOUTH OF A SWITCH
 CN1066'STAND TO SIDE TRACK, 5 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 CN1066'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT
 CN1066'FLUSH WITH THE GROUND.  NOTE-- AT TIME OF SETTING MARKS IN MINTER
 CN1066'BENCH MARK SETTER WAS UNAWARE THAT A SECOND-ORDER LINE WAS RUN FROM
 CN1066'FORT DEPOSIT TO MINTER AND HE STAMPED THIS MARK Z 344 THIS IS THE SAME
 CN1066'MARK DESCRIBED AS ALA. GEOD. S. ON THE LINE FORT DEPOSIT TO MINTER,
 CN1066'ALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4029 ***********************************************************************
 BG4029  DESIGNATION -  ALA RESET
 BG4029  PID         -  BG4029
 BG4029  STATE/COUNTY-  AL/BALDWIN
 BG4029  USGS QUAD   -  ORANGE BEACH (1994)
 BG4029
 BG4029                         *CURRENT SURVEY CONTROL
 BG4029  ___________________________________________________________________
 BG4029* NAD 83(1992)-  30 16 44.33852(N)    087 33 03.89725(W)     ADJUSTED  
 BG4029* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG4029  ___________________________________________________________________
 BG4029  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 BG4029  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG4029
 BG4029  HORZ ORDER  -  THIRD
 BG4029
 BG4029.The horizontal coordinates were established by classical geodetic methods
 BG4029.and adjusted by the National Geodetic Survey in December 1992..
 BG4029
 BG4029.The orthometric height was scaled from a topographic map.
 BG4029
 BG4029.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4029
 BG4029.The geoid height was determined by GEOID03.
 BG4029
 BG4029;                    North         East     Units Scale Factor Converg.
 BG4029;SPC AL W     -    30,925.638   595,085.405   MT  0.99993363   -0 01 32.7
 BG4029;SPC FL N     -   145,699.691   306,488.921   MT  0.99995033   -1 31 59.7
 BG4029;SPC FL N     -   478,016.40  1,005,539.07   sFT  0.99995033   -1 31 59.7
 BG4029;UTM  16      - 3,349,828.099   446,998.253   MT  0.99963466   -0 16 40.3
 BG4029
 BG4029!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4029!SPC AL W     -   1.00000433  x   0.99993363  =   0.99993796
 BG4029!SPC FL N     -   1.00000433  x   0.99995033  =   0.99995466
 BG4029!UTM  16      -   1.00000433  x   0.99963466  =   0.99963899
 BG4029
 BG4029:                Primary Azimuth Mark                     Grid Az
 BG4029:SPC AL W     -  GOAT 2 1911                              063 39 24.1
 BG4029:SPC FL N     -  GOAT 2 1911                              065 09 51.1
 BG4029:UTM  16      -  GOAT 2 1911                              063 54 31.7
 BG4029
 BG4029|---------------------------------------------------------------------|
 BG4029| PID    Reference Object                     Distance      Geod. Az  |
 BG4029|                                                           dddmmss.s |
 BG4029| BG4032 GOAT 2 1911                         APPROX. 5.0 KM 0633751.4 |
 BG4029| BG3987 PER                                 APPROX. 8.1 KM 0800337.5 |
 BG4029|---------------------------------------------------------------------|
 BG4029
 BG4029                          SUPERSEDED SURVEY CONTROL
 BG4029
 BG4029  NAD 83(1986)-  30 16 44.35779(N)    087 33 03.90448(W) AD(       ) 3
 BG4029  NAD 27      -  30 16 43.66200(N)    087 33 04.16300(W) AD(       ) 3
 BG4029
 BG4029.Superseded values are not recommended for survey control.
 BG4029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4029.See file dsdata.txt to determine how the superseded data were derived.
 BG4029
 BG4029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4699849828(NAD 83)
 BG4029_MARKER: DS = TRIANGULATION STATION DISK
 BG4029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4029_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4029
 BG4029  HISTORY     - Date     Condition        Report By
 BG4029  HISTORY     - 1911     MONUMENTED       CGS
 BG4029  HISTORY     - 1919     SEE DESCRIPTION  CGS
 BG4029  HISTORY     - 1977     MARK NOT FOUND   NGS
 BG4029
 BG4029                          STATION DESCRIPTION
 BG4029
 BG4029'DESCRIBED BY COAST AND GEODETIC SURVEY 1911 (ES)
 BG4029'ON THE MOST EASTERLY SAND HILL ON ALABAMA POINT.  THE STATION IS
 BG4029'MARKED BY A STANDARD DISK STATION MARK IN THE TOP OF A
 BG4029'GALVANIZED-IRON PIPE 7 FEET LONG WHICH PROJECTS 8 INCHES ABOVE THE
 BG4029'SURFACE AND IS SURROUNDED AT THE UPPER END BY A ROUND BLOCK OF
 BG4029'CONCRETE 2 FEET DEEP.  THE ONLY PINE TREE ON THE POINT, MARKED WITH A
 BG4029'TRIANGULAR BLAZE, IS 50.50 METERS FROM THE STATION N 46 DEG 45 MIN E.
 BG4029
 BG4029                          STATION RECOVERY (1919)
 BG4029
 BG4029'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1919 (JHP)
 BG4029'THIS STATION WAS LOOKED FOR IN 1919.  PORTIONS OF BROKEN CONCRETE
 BG4029'WERE FOUND IN THE VICINITY AND THE PINE TREE MARKED WITH A TRIANGULAR
 BG4029'BLAZE WAS FOUND AS DESCRIBED.
 BG4029'
 BG4029'DISTANCE WAS MEASURED FROM REFERENCE MARK AND THE STATION RE-MARKED
 BG4029'WITH A CONCRETE BLOCK 12 X 12 X 36 INCHES.  A STANDARD DISK MARKS
 BG4029'THE CENTER.  THE CONCRETE BLOCK PROJECTS ABOUT 4 INCHES ABOVE THE
 BG4029'SURFACE OF THE GROUND.  A NEW DETERMINATION OF THE POSITION SHOWS
 BG4029'THAT THE STATION WAS RECOVERED.
 BG4029
 BG4029                          STATION RECOVERY (1977)
 BG4029
 BG4029'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 BG4029'STATION WAS SEARCHED FOR BY TWO MEN FOR SEVERAL HOURS AND NO
 BG4029'EVIDENCE OF THE MARK COULD BE FOUND.  THE PREVIOUS DESCRIPTION IS
 BG4029'NOT ADEQUATE FOR RECOVERY AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1952 ***********************************************************************
 BU1952  DESIGNATION -  ALABAMA FOREST COMM FIRE TOWER
 BU1952  PID         -  BU1952
 BU1952  STATE/COUNTY-  AL/BALDWIN
 BU1952  USGS QUAD   -  VAUGHN (1983)
 BU1952
 BU1952                         *CURRENT SURVEY CONTROL
 BU1952  ___________________________________________________________________
 BU1952* NAD 83(1992)-  31 00 31.92958(N)    087 47 01.57438(W)     ADJUSTED  
 BU1952* NAVD 88     -                                                        
 BU1952  ___________________________________________________________________
 BU1952  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 BU1952  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BU1952
 BU1952  HORZ ORDER  -  THIRD
 BU1952
 BU1952.The horizontal coordinates were established by classical geodetic methods
 BU1952.and adjusted by the National Geodetic Survey in December 1992..
 BU1952
 BU1952
 BU1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1952
 BU1952.The geoid height was determined by GEOID03.
 BU1952
 BU1952;                    North         East     Units Scale Factor Converg.
 BU1952;SPC AL W     -   111,871.377   572,902.955   MT  0.99994239   -0 08 46.3
 BU1952;SPC FL N     -   227,204.813   286,440.699   MT  1.00005609   -1 39 00.6
 BU1952;SPC FL N     -   745,421.12    939,764.19   sFT  1.00005609   -1 39 00.6
 BU1952;UTM  16      - 3,430,848.517   425,182.325   MT  0.99966905   -0 24 13.7
 BU1952
 BU1952                          SUPERSEDED SURVEY CONTROL
 BU1952
 BU1952  NAD 83(1986)-  31 00 31.95026(N)    087 47 01.57935(W) AD(       ) 4
 BU1952  NAD 27      -  31 00 31.29700(N)    087 47 01.60600(W) AD(       ) 3
 BU1952
 BU1952.Superseded values are not recommended for survey control.
 BU1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1952.See file dsdata.txt to determine how the superseded data were derived.
 BU1952
 BU1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2518230849(NAD 83)
 BU1952_MARKER: 55 = TOWER
 BU1952
 BU1952  HISTORY     - Date     Condition        Report By
 BU1952  HISTORY     - 1938     FIRST OBSERVED   CGS
 BU1952
 BU1952                          STATION DESCRIPTION
 BU1952
 BU1952'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1450 ***********************************************************************
 BV1450  DESIGNATION -  ALABAMA INS FOR INSANE TANK
 BV1450  PID         -  BV1450
 BV1450  STATE/COUNTY-  AL/MOBILE
 BV1450  USGS QUAD   -  MOUNT VERNON (1982)
 BV1450
 BV1450                         *CURRENT SURVEY CONTROL
 BV1450  ___________________________________________________________________
 BV1450* NAD 83(1992)-  31 05 16.27977(N)    088 01 46.36949(W)     ADJUSTED  
 BV1450* NAVD 88     -                                                        
 BV1450  ___________________________________________________________________
 BV1450  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 BV1450  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 BV1450
 BV1450  HORZ ORDER  -  THIRD
 BV1450
 BV1450.The horizontal coordinates were established by classical geodetic methods
 BV1450.and adjusted by the National Geodetic Survey in December 1992..
 BV1450
 BV1450
 BV1450.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1450
 BV1450.The geoid height was determined by GEOID03.
 BV1450
 BV1450;                    North         East     Units Scale Factor Converg.
 BV1450;SPC AL W     -   120,714.004   549,475.453   MT  0.99996481   -0 16 24.4
 BV1450;UTM  16      - 3,439,794.187   401,800.935   MT  0.99971894   -0 31 53.9
 BV1450
 BV1450                          SUPERSEDED SURVEY CONTROL
 BV1450
 BV1450  NAD 83(1986)-  31 05 16.29795(N)    088 01 46.37348(W) AD(       ) 4
 BV1450  NAD 27      -  31 05 15.65300(N)    088 01 46.37200(W) AD(       ) 3
 BV1450
 BV1450.Superseded values are not recommended for survey control.
 BV1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1450.See file dsdata.txt to determine how the superseded data were derived.
 BV1450
 BV1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0180139794(NAD 83)
 BV1450_MARKER: 51 = TANK
 BV1450
 BV1450  HISTORY     - Date     Condition        Report By
 BV1450  HISTORY     - 1938     FIRST OBSERVED   CGS
 BV1450
 BV1450                          STATION DESCRIPTION
 BV1450
 BV1450'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2102 ***********************************************************************
 BH2102  DESIGNATION -  ALABAMA PORT
 BH2102  PID         -  BH2102
 BH2102  STATE/COUNTY-  AL/MOBILE
 BH2102  USGS QUAD   -  LITTLE DAUPHIN ISLAND (1982)
 BH2102
 BH2102                         *CURRENT SURVEY CONTROL
 BH2102  ___________________________________________________________________
 BH2102* NAD 83(1992)-  30 22 25.57142(N)    088 05 43.54080(W)     ADJUSTED  
 BH2102* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BH2102  ___________________________________________________________________
 BH2102  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BH2102  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BH2102
 BH2102  HORZ ORDER  -  THIRD
 BH2102
 BH2102.The horizontal coordinates were established by classical geodetic methods
 BH2102.and adjusted by the National Geodetic Survey in December 1992..
 BH2102
 BH2102.The orthometric height was scaled from a topographic map.
 BH2102
 BH2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2102
 BH2102.The geoid height was determined by GEOID03.
 BH2102
 BH2102;                    North         East     Units Scale Factor Converg.
 BH2102;SPC AL W     -    41,582.086   542,769.188   MT  0.99997373   -0 18 03.9
 BH2102;UTM  16      - 3,360,712.066   394,743.512   MT  0.99973668   -0 33 14.2
 BH2102
 BH2102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2102!SPC AL W     -   1.00000441  x   0.99997373  =   0.99997814
 BH2102!UTM  16      -   1.00000441  x   0.99973668  =   0.99974109
 BH2102
 BH2102:                Primary Azimuth Mark                     Grid Az
 BH2102:SPC AL W     -  FORT MORGAN RESET                        156 57 15.2
 BH2102:UTM  16      -  FORT MORGAN RESET                        157 12 25.5
 BH2102
 BH2102|---------------------------------------------------------------------|
 BH2102| PID    Reference Object                     Distance      Geod. Az  |
 BH2102|                                                           dddmmss.s |
 BH2102| BH2142 FORT MORGAN RESET                   APPROX.17.5 KM 1563911.3 |
 BH2102|---------------------------------------------------------------------|
 BH2102
 BH2102                          SUPERSEDED SURVEY CONTROL
 BH2102
 BH2102  NAD 83(1986)-  30 22 25.59319(N)    088 05 43.54272(W) AD(       ) 3
 BH2102
 BH2102.Superseded values are not recommended for survey control.
 BH2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2102.See file dsdata.txt to determine how the superseded data were derived.
 BH2102
 BH2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9474460712(NAD 83)
 BH2102_MARKER: I = METAL ROD
 BH2102_SETTING: 0 = UNSPECIFIED SETTING
 BH2102_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2102
 BH2102  HISTORY     - Date     Condition        Report By
 BH2102  HISTORY     - 1910     MONUMENTED       USE
 BH2102
 BH2102                          STATION DESCRIPTION
 BH2102
 BH2102'DESCRIBED BY US ENGINEERS 1910
 BH2102'ABOUT 2,000 FEET FROM THE SHORE ON A SHELL PILE NEAR THE END OF THE
 BH2102'OLD CANNING FACTORY WHARF.  THE STATION IS MARKED BY A PIECE OF
 BH2102'COPPER ROD, 1/4 BY 3 INCHES, CEMENTED FLUSH WITH THE TOP IN THE
 BH2102'CENTER OF A 10-FOOT PIECE OF 2-INCH IRON PIPE WHICH WAS DRIVEN IN
 BH2102'THE GROUND UNTIL THE TOP JUST PROJECTED ABOVE THE SURFACE OF THE
 BH2102'SHELL PILE.  A FILLED FORM 12 INCHES SQUARE SURROUNDS THE UPPER
 BH2102'1 FOOT OF THE PIPE.  THREE REFERENCE MONUMENTS, CONCRETE COLUMNS
 BH2102'4 BY 4 INCHES BY 3 FEET, WITH THE CENTER OF EACH MARKED BY A PIECE
 BH2102'OF COPPER ROD, 1/4 BY 3 INCHES, WERE PLACED ON THE SHORE NEAR
 BH2102'THE EASTERN EDGE OF THE ROAD RUNNING PARALLEL TO THE SHORE,
 BH2102'ONE OF THE THREE BEING PLACED IN THE CENTER OF THE RAILROAD AND
 BH2102'DIRT-ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2486 ***********************************************************************
 DH2486  DESIGNATION -  ALABASTER W MUN TANK
 DH2486  PID         -  DH2486
 DH2486  STATE/COUNTY-  AL/SHELBY
 DH2486  USGS QUAD   -  HELENA (1988)
 DH2486
 DH2486                         *CURRENT SURVEY CONTROL
 DH2486  ___________________________________________________________________
 DH2486* NAD 83(1992)-  33 15 02.16777(N)    086 50 06.16911(W)     ADJUSTED  
 DH2486* NAVD 88     -                                                        
 DH2486  ___________________________________________________________________
 DH2486  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 DH2486  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2486
 DH2486  HORZ ORDER  -  THIRD
 DH2486
 DH2486.The horizontal coordinates were established by classical geodetic methods
 DH2486.and adjusted by the National Geodetic Survey in December 1992..
 DH2486
 DH2486
 DH2486.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2486
 DH2486.The geoid height was determined by GEOID03.
 DH2486
 DH2486;                    North         East     Units Scale Factor Converg.
 DH2486;SPC AL W     -   360,601.222   661,962.156   MT  0.99998065   +0 21 52.6
 DH2486;UTM  16      - 3,679,081.410   515,365.524   MT  0.99960291   +0 05 25.6
 DH2486
 DH2486                          SUPERSEDED SURVEY CONTROL
 DH2486
 DH2486  NAD 83(1986)-  33 15 02.17374(N)    086 50 06.17233(W) AD(       ) 4
 DH2486  NAD 27      -  33 15 01.76189(N)    086 50 06.21331(W) AD(       ) 3
 DH2486
 DH2486.Superseded values are not recommended for survey control.
 DH2486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2486.See file dsdata.txt to determine how the superseded data were derived.
 DH2486
 DH2486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1536679081(NAD 83)
 DH2486_MARKER: 53 = ELEVATED TANK
 DH2486
 DH2486  HISTORY     - Date     Condition        Report By
 DH2486  HISTORY     - 1971     FIRST OBSERVED   NGS
 DH2486
 DH2486                          STATION DESCRIPTION
 DH2486
 DH2486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2486'THE ALABASTER WEST MUNICIPAL WATER TANK IS LOCATED ABOUT 1 MILE WEST
 DH2486'OF DOWNTOWN ALABASTER, ON A HIGH RIDGE WHICH OVERLOOKS THE TOWN.
 DH2486'
 DH2486'TO REACH THE TANK FROM THE POST OFFICE IN ALABASTER, GO WEST ON
 DH2486'COUNTY ROAD 44 FOR 1.15 MILES TO THE TOP OF THE RIDGE AND A PAVED
 DH2486'ROAD RIGHT.  TURN RIGHT AND GO NORTH ALONG THE TOP OF THE RIDGE FOR
 DH2486'0.25 MILE TO THE TOP OF THE HILL AND THE TANK ON THE RIGHT.
 DH2486'
 DH2486'THE TANK IS DOUBLE ELLIPSOIDAL WITH 4 LEGS, PAINTED LIGHT GREEN,
 DH2486'AND ABOUT 120 FEET HIGH.
 DH2486'
 DH2486'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4519 ***********************************************************************
 BG4519  DESIGNATION -  ALAFLORA
 BG4519  PID         -  BG4519
 BG4519  STATE/COUNTY-  AL/ESCAMBIA
 BG4519  USGS QUAD   -  HURRICANE LAKE (1973)
 BG4519
 BG4519                         *CURRENT SURVEY CONTROL
 BG4519  ___________________________________________________________________
 BG4519* NAD 83(1992)-  30 59 50.35957(N)    086 50 58.93828(W)     ADJUSTED  
 BG4519* NAVD 88     -        89.     (meters)     292.     (feet)  SCALED    
 BG4519  ___________________________________________________________________
 BG4519  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 BG4519  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BG4519
 BG4519  HORZ ORDER  -  FIRST
 BG4519
 BG4519.The horizontal coordinates were established by classical geodetic methods
 BG4519.and adjusted by the National Geodetic Survey in December 1992..
 BG4519
 BG4519.The orthometric height was scaled from a topographic map.
 BG4519
 BG4519.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4519
 BG4519.The geoid height was determined by GEOID03.
 BG4519
 BG4519;                    North         East     Units Scale Factor Converg.
 BG4519;SPC AL W     -   110,738.166   662,104.163   MT  0.99998089   +0 20 05.7
 BG4519;SPC FL N     -   223,721.238   375,590.836   MT  1.00005315   -1 10 50.8
 BG4519;SPC FL N     -   733,992.10  1,232,250.93   sFT  1.00005315   -1 10 50.8
 BG4519;UTM  16      - 3,429,314.847   514,348.473   MT  0.99960254   +0 04 38.6
 BG4519
 BG4519!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4519!SPC AL W     -   0.99999031  x   0.99998089  =   0.99997120
 BG4519!SPC FL N     -   0.99999031  x   1.00005315  =   1.00004346
 BG4519!UTM  16      -   0.99999031  x   0.99960254  =   0.99959286
 BG4519
 BG4519:                Primary Azimuth Mark                     Grid Az
 BG4519:SPC AL W     -  ALAFLORA BAGDAD LMBR STACK               008 26 24.4
 BG4519:SPC FL N     -  ALAFLORA BAGDAD LMBR STACK               009 57 20.9
 BG4519:UTM  16      -  ALAFLORA BAGDAD LMBR STACK               008 41 51.5
 BG4519
 BG4519|---------------------------------------------------------------------|
 BG4519| PID    Reference Object                     Distance      Geod. Az  |
 BG4519|                                                           dddmmss.s |
 BG4519| BU1869 ALAFLORA BAGDAD LMBR STACK          APPROX. 1.9 KM 0084630.1 |
 BG4519| CW1707 ALAFLORA AZ MK                                     0261408.0 |
 BG4519| BU1868 ROCK SPRINGS FIRE TOWER             APPROX. 6.5 KM 0365319.0 |
 BG4519| BU1867 DIXIE FIRE TOWER                    APPROX.18.8 KM 0381701.4 |
 BG4519| CW1708 ALAFLORA RM 1                        24.884 METERS 12230     |
 BG4519| CW1709 ALAFLORA RM 2                        23.104 METERS 20524     |
 BG4519| BG4528 CAMP HENDERSON FIRE TOWER           APPROX.11.3 KM 2682808.1 |
 BG4519|---------------------------------------------------------------------|
 BG4519
 BG4519                          SUPERSEDED SURVEY CONTROL
 BG4519
 BG4519  NAD 83(1992)-  30 59 50.36633(N)    086 50 58.93976(W) AD(       ) 1
 BG4519  NAD 83(1986)-  30 59 50.37637(N)    086 50 58.94228(W) AD(       ) 1
 BG4519  NAD 27      -  30 59 49.72300(N)    086 50 59.08600(W) AD(       ) 1
 BG4519
 BG4519.Superseded values are not recommended for survey control.
 BG4519.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4519.See file dsdata.txt to determine how the superseded data were derived.
 BG4519
 BG4519_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1434829315(NAD 83)
 BG4519_MARKER: DS = TRIANGULATION STATION DISK
 BG4519_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4519
 BG4519  HISTORY     - Date     Condition        Report By
 BG4519  HISTORY     - 1938     MONUMENTED       CGS
 BG4519  HISTORY     - 1950     GOOD             CGS
 BG4519
 BG4519                          STATION DESCRIPTION
 BG4519
 BG4519'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BG4519'THIS STATION IS LOCATED 10-1/2 MILES N OF MUNSON, FLORIDA, ON L AND N
 BG4519'RR RIGHT-OF-WAY.  IT LIES 47 FEET W OF CENTER LINE OF HIGHWAY, 42
 BG4519'FEET E OF E RAIL OF RR, AND 10 PACES E OF A 6-BY 6-INCH WOODEN POST,
 BG4519'WHICH IS A STATE BOUNDARY MARKER.  IT IS 23 PACES N OF A
 BG4519'RESETTLEMENT ADMINISTRATION SIGN, AND PROJECTS 4 INCHES.
 BG4519'
 BG4519'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BG4519'BRONZE DISKS SET IN CONCRETE.
 BG4519'
 BG4519'REFERENCE MARK NO. 1 IS ESE OF STATION, 37 FEET E OF CENTER LINE OF
 BG4519'ROAD, AT A FENCE CORNER, AND PROJECTS 4 INCHES.  REFERENCE MARK NO.
 BG4519'2 IS SSE OF STATION, 42 FEET W OF CENTER LINE OF ROAD, 12 FEET SSW
 BG4519'OF A U.S.R.A. SIGN, AND PROJECTS 2 INCHES.
 BG4519'
 BG4519'AZIMUTH MARK IS NNE OF STATION, 19 PACES W OF CENTER LINE OF ROAD, 27
 BG4519'FEET E OF E RAIL OF RR, 3 FEET SE OF A TELEPHONE POLE, AND PROJECTS
 BG4519'4 INCHES.
 BG4519'
 BG4519'TO REACH FROM POST OFFICE IN ALAFLORA, GO S ON GRADED ROAD 1.4 MILES
 BG4519'TO U.S.R.A. SIGN AND STATION ON R.
 BG4519'
 BG4519'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 BG4519
 BG4519                          STATION RECOVERY (1950)
 BG4519
 BG4519'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950
 BG4519'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1869 ***********************************************************************
 BU1869  DESIGNATION -  ALAFLORA BAGDAD LMBR STACK
 BU1869  PID         -  BU1869
 BU1869  STATE/COUNTY-  AL/ESCAMBIA
 BU1869  USGS QUAD   -  PARKER SPRINGS (1982)
 BU1869
 BU1869                         *CURRENT SURVEY CONTROL
 BU1869  ___________________________________________________________________
 BU1869* NAD 83(1992)-  31 00 50.31354(N)    086 50 48.19314(W)     ADJUSTED  
 BU1869* NAVD 88     -                                                        
 BU1869  ___________________________________________________________________
 BU1869  LAPLACE CORR-           1.50  (seconds)                    DEFLEC99
 BU1869  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BU1869
 BU1869  HORZ ORDER  -  THIRD
 BU1869
 BU1869.The horizontal coordinates were established by classical geodetic methods
 BU1869.and adjusted by the National Geodetic Survey in December 1992..
 BU1869
 BU1869
 BU1869.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1869
 BU1869.The geoid height was determined by GEOID03.
 BU1869
 BU1869;                    North         East     Units Scale Factor Converg.
 BU1869;SPC AL W     -   112,586.178   662,378.373   MT  0.99998131   +0 20 11.8
 BU1869;SPC AL E     -    57,420.778   103,232.828   MT  1.00007546   -0 31 19.9
 BU1869;SPC FL N     -   225,561.487   375,913.859   MT  1.00005741   -1 10 45.4
 BU1869;SPC FL N     -   740,029.65  1,233,310.72   sFT  1.00005741   -1 10 45.4
 BU1869;UTM  16      - 3,431,160.909   514,630.881   MT  0.99960264   +0 04 44.3
 BU1869
 BU1869                          SUPERSEDED SURVEY CONTROL
 BU1869
 BU1869  NAD 83(1992)-  31 00 50.31972(N)    086 50 48.19482(W) AD(       ) 4
 BU1869  NAD 83(1986)-  31 00 50.33046(N)    086 50 48.19703(W) AD(       ) 4
 BU1869  NAD 27      -  31 00 49.67800(N)    086 50 48.34200(W) AD(       ) 3
 BU1869
 BU1869.Superseded values are not recommended for survey control.
 BU1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1869.See file dsdata.txt to determine how the superseded data were derived.
 BU1869
 BU1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV1463131161(NAD 83)
 BU1869_MARKER: 63 = STACK
 BU1869
 BU1869  HISTORY     - Date     Condition        Report By
 BU1869  HISTORY     - 1938     FIRST OBSERVED   CGS
 BU1869
 BU1869                          STATION DESCRIPTION
 BU1869
 BU1869'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4026 ***********************************************************************
 BG4026  DESIGNATION -  ALBERTA
 BG4026  PID         -  BG4026
 BG4026  STATE/COUNTY-  AL/BALDWIN
 BG4026  USGS QUAD   -  ELBERTA (1984)
 BG4026
 BG4026                         *CURRENT SURVEY CONTROL
 BG4026  ___________________________________________________________________
 BG4026* NAD 83(1992)-  30 24 51.48268(N)    087 33 48.42038(W)     ADJUSTED  
 BG4026* NAVD 88     -        27.87   (+/-2cm)      91.4    (feet)  VERTCON   
 BG4026  ___________________________________________________________________
 BG4026  LAPLACE CORR-           1.20  (seconds)                    DEFLEC99
 BG4026  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BG4026
 BG4026  HORZ ORDER  -  FIRST
 BG4026  VERT ORDER  -  THIRD ? (See Below)
 BG4026
 BG4026.The horizontal coordinates were established by classical geodetic methods
 BG4026.and adjusted by the National Geodetic Survey in December 1992..
 BG4026
 BG4026.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4026.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4026.The vertical order pertains to the NGVD 29 superseded value.
 BG4026
 BG4026.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4026
 BG4026.The geoid height was determined by GEOID03.
 BG4026
 BG4026;                    North         East     Units Scale Factor Converg.
 BG4026;SPC AL W     -    45,926.347   593,903.931   MT  0.99993379   -0 01 55.6
 BG4026;SPC FL N     -   160,726.586   305,702.455   MT  0.99995769   -1 32 22.1
 BG4026;SPC FL N     -   527,317.14  1,002,958.80   sFT  0.99995769   -1 32 22.1
 BG4026;UTM  16      - 3,364,829.394   445,883.262   MT  0.99963613   -0 17 06.9
 BG4026
 BG4026!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4026!SPC AL W     -   0.99999998  x   0.99993379  =   0.99993377
 BG4026!SPC FL N     -   0.99999998  x   0.99995769  =   0.99995767
 BG4026!UTM  16      -   0.99999998  x   0.99963613  =   0.99963611
 BG4026
 BG4026|---------------------------------------------------------------------|
 BG4026| PID    Reference Object                     Distance      Geod. Az  |
 BG4026|                                                           dddmmss.s |
 BG4026| DD8279 ALBERTA RM 3                         13.787 METERS 07332     |
 BG4026| BG4027 ALBERTA AZ MK 2                     274.311 METERS 08416     |
 BG4026| DD8276 ALBERTA AZ MK                                      0873219.9 |
 BG4026| DD8278 ALBERTA RM 2                         65.197 METERS 19353     |
 BG4026| BG4071 FOLEY MUNICIPAL TANK                APPROX.11.7 KM 2663016.6 |
 BG4026| DD8277 ALBERTA RM 1                         60.219 METERS 29436     |
 BG4026| DD8280 ALBERTA RM 4                         10.349 METERS 30156     |
 BG4026|---------------------------------------------------------------------|
 BG4026
 BG4026                          SUPERSEDED SURVEY CONTROL
 BG4026
 BG4026  NAD 83(1986)-  30 24 51.50277(N)    087 33 48.42506(W) AD(       ) 1
 BG4026  NAD 27      -  30 24 50.79000(N)    087 33 48.48900(W) AD(       ) 1
 BG4026  NGVD 29 (07/19/86)   27.88   (m)           91.5    (f) LEVELING    3  
 BG4026
 BG4026.Superseded values are not recommended for survey control.
 BG4026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4026.See file dsdata.txt to determine how the superseded data were derived.
 BG4026
 BG4026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4588364829(NAD 83)
 BG4026_MARKER: DS = TRIANGULATION STATION DISK
 BG4026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4026_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BG4026
 BG4026  HISTORY     - Date     Condition        Report By
 BG4026  HISTORY     - 1934     MONUMENTED       CGS
 BG4026  HISTORY     - 1934     GOOD             CGS
 BG4026  HISTORY     - 1976     GOOD             NGS
 BG4026
 BG4026                          STATION DESCRIPTION
 BG4026
 BG4026'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 BG4026'STATION IS ABOUT 7-1/2 MILES E OF FOLEY, ABOUT 8 MILES W OF THE
 BG4026'VILLAGE OF LILLIAN NEAR THE HEAD OF PERDIDO BAY, AND 2.1 MILES E OF
 BG4026'THE POST OFFICE AT THE MAIN STREET INTERSECTION IN ALBERTA, IN THE
 BG4026'NW CORNER OF A PINE GROVE, ON THE S SIDE OF THE FOLEY-PENSACOLA
 BG4026'HIGHWAY, ACROSS THE ROAD FROM MR. L. SCHAFFS HOUSE.  IT IS ABOUT 150
 BG4026'FEET SE OF MR. SCHAFFS HOUSE, 50 FEET S OF THE CENTER LINE OF THE
 BG4026'ROAD, AND 51 FEET ESE OF THE CENTER OF A 2-FOOT SQUARE STONE
 BG4026'CORNER FENCE POST AT THE NE CORNER OF A FENCED ENCLOSURE.  THE MARK
 BG4026'PROJECTS 4 INCHES.
 BG4026'
 BG4026'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BG4026'BRONZE DISKS SET IN CONCRETE.
 BG4026'
 BG4026'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 53 FEET N OF THE SE
 BG4026'CORNER OF A FENCED ENCLOSURE, 1/2 FOOT E OF THE E FENCE AT THE SIXTH
 BG4026'POST N OF THE CORNER.  THE FENCE IS WIRE WITH CONCRETE POSTS AND
 BG4026'LARGE STONE CORNER POSTS.  THE MARK PROJECTS 4 INCHES.
 BG4026'
 BG4026'REFERENCE MARK NO. 2 IS WNW OF THE STATION, ON THE RIGHT-OF-WAY OF
 BG4026'THE HIGHWAY, 1/2 FOOT S OF THE RIGHT-OF-WAY FENCE, 40 FEET N OF THE
 BG4026'CENTER LINE OF THE HIGHWAY, 175 FEET E OF THE CENTER LINE OF A N-S
 BG4026'CROSS ROAD, AND 81 FEET W OF THE CENTER OF GATE WITH TWO LARGE
 BG4026'STONE POSTS IN FRONT OF MR. SCHAFFS HOUSE.  THE MARK PROJECTS 3
 BG4026'INCHES.
 BG4026'
 BG4026'THE AZIMUTH MARK IS E OF THE STATION, ON THE RIGHT-OF-WAY OF THE
 BG4026'HIGHWAY, 1/2 FOOT S OF THE RIGHT-OF-WAY FENCE, 40 FEET N OF THE
 BG4026'CENTER LINE OF THE HIGHWAY, 70 FEET W OF THE W SIDE OF A SMALL YELLOW
 BG4026'HOUSE ON THE N SIDE OF THE ROAD, 22 FEET W OF A FENCE CORNER, AND 4
 BG4026'FEET NW OF A TELEPHONE POLE, AND PROJECTS 5 INCHES.
 BG4026'
 BG4026'A 77-FOOT TOWER AT EACH END WILL CLEAR THE LINE ALBERTA-LILLIAN.
 BG4026'
 BG4026'TO REACH FROM THE W GO TO FOLEY.  FROM THE RAILROAD STATION GO E ON
 BG4026'THE PENSACOLA HIGHWAY FOR 5.2 MILES TO ALBERTA.  CONTINUE E TOWARD
 BG4026'PENSACOLA FOR 2.1 MILES TO THE STATION.  FROM PENSACOLA GO W ABOUT
 BG4026'15 MILES ON THE FOLEY HIGHWAY TO THE BRIDGE OVER PERDIDO BAY.  CROSS
 BG4026'BRIDGE AND CONTINUE W ON THE FOLEY HIGHWAY FOR ABOUT 7-1/2 MILES
 BG4026'TO THE STATION.
 BG4026'
 BG4026'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BG4026
 BG4026                          STATION RECOVERY (1934)
 BG4026
 BG4026'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG4026'STATION AND REFERENCE MARKS RECOVERED, AS DESCRIBED, IN GOOD
 BG4026'CONDITION.
 BG4026
 BG4026                          STATION RECOVERY (1976)
 BG4026
 BG4026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BG4026'STATION MARK, REFERENCE MARKS 1 AND 2, AND THE AZIMUTH MARK WERE
 BG4026'RECOVERED AND FOUND IN GOOD CONDITION.  STATION IS IN THE FRONT YARD
 BG4026'OF THE MARTELL HOME.  A TOWER COULD NOT BE BUILT OVER THE STATION
 BG4026'MARK AS IT IS JUST SOUTH OF A POWER LINE.
 BG4026'
 BG4026'TO REACH THE STATION FROM THE POST OFFICE IN ELBERTA, GO EAST ON
 BG4026'U. S. HIGHWAY 98 FOR 2.1 MILES TO THE STATION ON THE RIGHT 51 FEET
 BG4026'ESE OF A 2-FOOT SQUARE STONE CORNER FENCE POST.
 BG4026'
 BG4026'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES EAST OF
 BG4026'ELBERTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1597 ***********************************************************************
 EF1597  DESIGNATION -  ALBERTVILLE CBL 0
 EF1597  PID         -  EF1597
 EF1597  STATE/COUNTY-  AL/MARSHALL
 EF1597  USGS QUAD   -  DOUGLAS (1984)
 EF1597
 EF1597                         *CURRENT SURVEY CONTROL
 EF1597  ___________________________________________________________________
 EF1597* NAD 83(1992)-  34 13 34.42194(N)    086 15 36.19436(W)     ADJUSTED  
 EF1597* NAVD 88     -       307.3    (meters)    1008.     (feet)  VERTCON   
 EF1597  ___________________________________________________________________
 EF1597  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 EF1597  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EF1597
 EF1597  HORZ ORDER  -  THIRD
 EF1597
 EF1597.This mark is at Thomas J Brumlik Fld Airport (8A0)
 EF1597
 EF1597.The horizontal coordinates were established by GPS observations
 EF1597.and adjusted by the National Geodetic Survey in December 1992..
 EF1597
 EF1597.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1597.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1597
 EF1597.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1597
 EF1597.The geoid height was determined by GEOID03.
 EF1597
 EF1597;                    North         East     Units Scale Factor Converg.
 EF1597;SPC AL E     -   413,279.778   160,683.757   MT  0.99997905   -0 14 24.1
 EF1597;UTM  16      - 3,787,487.718   568,151.432   MT  0.99965725   +0 24 58.3
 EF1597
 EF1597!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1597!SPC AL E     -   0.99995633  x   0.99997905  =   0.99993539
 EF1597!UTM  16      -   0.99995633  x   0.99965725  =   0.99961360
 EF1597
 EF1597:                Primary Azimuth Mark                     Grid Az
 EF1597:SPC AL E     -  ALBERTVILLE CBL 1450                     048 31 18.8
 EF1597:UTM  16      -  ALBERTVILLE CBL 1450                     047 51 56.4
 EF1597
 EF1597|---------------------------------------------------------------------|
 EF1597| PID    Reference Object                     Distance      Geod. Az  |
 EF1597|                                                           dddmmss.s |
 EF1597| EF1598 ALBERTVILLE CBL 1450                APPROX. 1.4 KM 0481654.7 |
 EF1597|---------------------------------------------------------------------|
 EF1597
 EF1597                          SUPERSEDED SURVEY CONTROL
 EF1597
 EF1597  NAD 83(1986)-  34 13 34.43230(N)    086 15 36.19795(W) AD(       ) 3
 EF1597  NAD 27      -  34 13 34.10758(N)    086 15 36.32068(W) AD(       ) 3
 EF1597  NGVD 29 (02/20/88)  307.2    (m)         1008.     (f) GPS OBS        
 EF1597
 EF1597.Superseded values are not recommended for survey control.
 EF1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1597.See file dsdata.txt to determine how the superseded data were derived.
 EF1597
 EF1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6815187488(NAD 83)
 EF1597_MARKER: DQ = CALIBRATION BASE LINE DISK
 EF1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1597_SP_SET: CONCRETE POST
 EF1597_STAMPING: ALBERTVILLE 0 1977 BASELINE
 EF1597_MARK LOGO: ALHD  
 EF1597_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1597+STABILITY: SURFACE MOTION
 EF1597_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1597+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1992
 EF1597
 EF1597  HISTORY     - Date     Condition        Report By
 EF1597  HISTORY     - 1977     MONUMENTED       ALHD
 EF1597  HISTORY     - 19870614 GOOD             NGS
 EF1597  HISTORY     - 19920423 GOOD             NGS
 EF1597  HISTORY     - 19920423 GOOD             NGS
 EF1597
 EF1597                          STATION DESCRIPTION
 EF1597
 EF1597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 EF1597'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF ALBERTVILLE
 EF1597'AT THE ALBERTVILL MUNICIPAL AIRPORT AND NEAR THE END OF RUNWAY 5.
 EF1597'OWNERSHIP--PUBLIC/CITY OF ALBERTVILLE, P.O. BOX 920, ALBERTVILLE, AL.
 EF1597'35950, TELEPHONE 205-878-9285.  MANAGER - MILES LEACH, RT 3 BOX 484A,
 EF1597'ALBERTVILLE, AL. 35950, TELEPHONE 205-878-1433.
 EF1597'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND 205
 EF1597'IN ALBERTVILLE, GO SOUTH ON HIGHWAY 75 FOR 5.6 KM (3.5 MI) TO A
 EF1597'PAVED DIRVIE LEFT, AIRPORT ENTRANCE.  TURN LEFT TO PARKING LOT LEFT
 EF1597'AND GATE STRAIGHT AHEAD.  PASS THROUGH GATE FOR 0.1 KM (0.05 MI) TO
 EF1597'APRON, GO SOUTHEAST ACROSS APRON TO THE WESTERN MOST RAMP AND RUNWAY.
 EF1597'TURN RIGHT ON RUNWAY AND GO SOUTHWEST FOR 1.05 KM (0.65 MI) TO
 EF1597'STATION ON RIGHT NEAR THE END OF RUNWAY 5.
 EF1597'THE MARK IS A STANDARD STATE OF ALABAMA HIGHWAY DEPT GEODETIC
 EF1597'CONTROL MARK DISK STAMPED WITH THEIR BASE LINE DESIGNATION AND THE
 EF1597'YEAR 1977 AND HAVE UNDERGROUND MARK SET ABOUT 30 INCHES BELOW THE
 EF1597'SURFACE.  LOCATED 29.1 METERS (95.5 FT) NORTH FROM THE SOUTHWEST
 EF1597'CORNER OF RUNWAY 5 AND 7.6 METERS (25 FT) EAST FROM A ALABAMA STATE
 EF1597'WITNESS POST.  THE DISK IS SET IN THE TOP OF A ROUND CONCRETE
 EF1597'MONUMENT 12 INCHES IN DIAMETER AND FLUSH WITH THE GROUND.
 EF1597'DESCRIBED BY B. GERARD, TYPED BY E.D.W
 EF1597
 EF1597                          STATION RECOVERY (1992)
 EF1597
 EF1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EF1597'MARK IS A COMPONENT OF THE ALBERTVILLE CALIBRATION BASE LINE, LOCATED
 EF1597'ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF ALBERTVILLE, ALONG THE NORTHWEST
 EF1597'EDGE OF RUNWAY 05-23 AT THE ALBERTVILLE MUNICIPAL AIRPORT IN SECTION
 EF1597'30 T 9 S R 4 E (DOUGLAS 7.5 MIN QUAD).
 EF1597'NOTE--FOR PERMISSION TO ENTER AIRPORT PROPERTY CONTACT MR. MYLES
 EF1597'LEACH, AIRPORT MANAGER, 300 ALLDREDGE DRIVE, ALBERTVILLE, AL 35950.
 EF1597'TELEPHONE (205) 878-1433.  THE AIRPORT MANAGER REQUIRES A RADIO BE
 EF1597'LEFT WITH HIS OFFICE SO THAT COMMUNICATIONS CAN BE MAINTAINED WITH
 EF1597'SURVEY CREWS WORKING NEAR THE RUNWAY.
 EF1597'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 205 NORTH (MAIN STREET)AND
 EF1597'STATE HIGHWAY 75, LOCATED IN DOWNTOWN ALBERTVILLE, GO SOUTH CURVING
 EF1597'TO SOUTHWEST ON STATE HIGHWAY 75 FOR 5.0 KM (3.1 MI) TO THE
 EF1597'INTERSECTION OF WHITE OAK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 EF1597'FOR 0.65 KM (0.40 MI) TO THE INTERSECTION OF ALLDREDGE DRIVE ON THE
 EF1597'RIGHT.  TURN RIGHT AND GO WEST FOR 0.15 KM (0.09 MI) TO THE PARKING
 EF1597'LOT FOR THE ALBERTVILLE MUNICIPAL AIRPORT ON THE RIGHT.  TURN RIGHT
 EF1597'AND GO NORTH THROUGH THE PARKING LOT FOR 0.07 KM (0.04 MI) TO A
 EF1597'CONTROLLED GATE.  PASS THROUGH THE GATE AND GO NORTHEASTERLY ACROSS
 EF1597'THE APRON ONTO A TAXIWAY FOR 0.6 KM (0.4 MI) TO THE NORTHWEST CORNER
 EF1597'OF RUNWAY 05-23.  TURN LEFT AND GO SOUTHWEST PARALLELING THE
 EF1597'NORTHWEST EDGE OF RUNWAY 05-23 FOR 1.45 KM (0.90 MI) TO THE MARK ON
 EF1597'THE RIGHT.
 EF1597'MARK IS SET IN THE TOP OF A 30 CM (12 IN) DIAMETER CONCRETE POST FLUSH
 EF1597'WITH GROUND SURFACE.  IT IS 12.4 M (40.7 FT) NORTHWEST OF THE
 EF1597'NORTHWEST EDGE OF RUNWAY 05-23, 8.2 M (26.9 FT) SOUTH OF THE CENTER
 EF1597'OF THE SOUTHEASTERN ONE OF TWO VASSI LIGHTS AND 7.5 M (24.6 FT)
 EF1597'SOUTHEAST OF A METAL WITNESS POST.
 EF1597'FOR MORE INFORMATION CONTACT MR. MITCH WRIGHT, P.O. BOX 771,
 EF1597'ALBERTVILLE, AL 35950.  TELEPHONE (205) 878-1384.  OR CONTACT MR.
 EF1597'WILLIAM RINDAL, ALABAMA GEODETIC ADVISOR, ALABAMA HIGHWAY DEPARTMENT,
 EF1597'1409 COLISEUM BOULEVARD, MONTGOMERY, AL 36130.  TELEPHONE (205)
 EF1597'242-6597.
 EF1597
 EF1597                          STATION RECOVERY (1992)
 EF1597
 EF1597'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 EF1597'MARK IS A COMPONENT OF THE ALBERTVILLE CALIBRATION BASE LINE, LOCATED
 EF1597'ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF ALBERTVILLE, ALONG THE NORTHWEST
 EF1597'EDGE OF RUNWAY 05-23 AT THE ALBERTVILLE MUNICIPAL AIRPORT IN SECTION
 EF1597'30 T 9 S R 4 E (DOUGLAS 7.5 MIN QUAD). NOTE--FOR PERMISSION TO ENTER
 EF1597'AIRPORT PROPERTY CONTACT MR. MYLES LEACH, AIRPORT MANAGER, 300
 EF1597'ALLDREDGE DRIVE, ALBERTVILLE, AL 35950. THE AIRPORT MANAGER REQUIRES A
 EF1597'RADIO BE LEFT WITH HIS OFFICE SO THAT COMMUNICATIONS CAN BE MAINTAINED
 EF1597'WITH SURVEY CREWS WORKING NEAR THE RUNWAY.  TO REACH FROM THE JUNCTION
 EF1597'OF STATE HIGHWAY 205 NORTH (MAIN STREET) AMD STATE HIGHWAY 75, LOCATED
 EF1597'IN DOWNTOWN ALBERTVILLE, GO SOUTH CURVING TO SOUTHWEST ON STATE HIGHAY
 EF1597'75 FOR 5.0 KM (3.1 MI) TO THE INTERSECTION OF WHITE OAK ROAD ON THE
 EF1597'LEFT.  TURN LEFT AND GO SOUTH FOR 0.65 KM (0.40 MI) TO THE
 EF1597'INTERSECTION OF ALLDREDGE DRIVE ON THE RIGHT.  TURN RIGHT AND GO WEST
 EF1597'FOR 0.15 KM (0.09 MI) TO THE PARKING LOT FOR THE ALBERTVILLE MUNICIPAL
 EF1597'AIRPORT ON THE RIGHT.  TURN RIGHT AND GO NORTH THROUGH THE PARKING LOT
 EF1597'FOR 0.07 KM (0.04 MI) TO A CONTROLLED GATE.  PASS THROUGH THE GATE AND
 EF1597'GO NORTHEASTERLY ACROSS THE APRON ONTO A TAXIWAY FOR 0.6 KM (0.4 MI)
 EF1597'TO THE NORTHWEST CORNER OF RUNWAY 05-23.  TURN LEFT AND GO SOUTHWEST
 EF1597'PARALLELING THE NORTHWEST EDGE OF RUNWAY 05-23 FOR 1.45 KM (0.90 MI)
 EF1597'TO THE MARK ON THE RIGHT.  MARK IS SET IN THE TOP OF A 30 CM (12 IN)
 EF1597'DIAMETER CONCRETE POST FLUSH WITH GROUND SURFACE.  IT IS 12.4 M (40.7
 EF1597'FT) NORTHWEST EDGE OF RUNWAY 05-23, 8.2 M (26.9 FT) SOUTH OF THE
 EF1597'CENTER OF THE SOUTHEASTERN ONE OF TWO VASSI LIGHTS AND 7.5 M (24.6 FT)
 EF1597'SOUTHEAST OF A METAL WITNESS POST. FOR MORE INFORMATION CONTACT MR.
 EF1597'MITCH WRIGHT, P.O. BOX 771, ALBERTVILLE, AL 35950.  CONTACT MR.
 EF1597'WILLIAM RINDAL, ALABAMA GEODETIC ADVISOR, ALABAMA HIGHWAY DEPARTMENT,
 EF1597'1409 COLISEUM BOULEVARD, MONTGOMERY, AL 36130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1598 ***********************************************************************
 EF1598  DESIGNATION -  ALBERTVILLE CBL 1450
 EF1598  PID         -  EF1598
 EF1598  STATE/COUNTY-  AL/MARSHALL
 EF1598  USGS QUAD   -  BOAZ (1983)
 EF1598
 EF1598                         *CURRENT SURVEY CONTROL
 EF1598  ___________________________________________________________________
 EF1598* NAD 83(1992)-  34 14 05.72969(N)    086 14 53.91026(W)     ADJUSTED  
 EF1598* NAVD 88     -       314.4    (meters)    1031.     (feet)  VERTCON   
 EF1598  ___________________________________________________________________
 EF1598  LAPLACE CORR-           0.50  (seconds)                    DEFLEC99
 EF1598  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EF1598
 EF1598  HORZ ORDER  -  THIRD
 EF1598
 EF1598.This mark is at Thomas J Brumlik Fld Airport (8A0)
 EF1598
 EF1598.The horizontal coordinates were established by GPS observations
 EF1598.and adjusted by the National Geodetic Survey in September 1997..
 EF1598
 EF1598.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1598.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1598
 EF1598.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1598
 EF1598.The geoid height was determined by GEOID03.
 EF1598
 EF1598;                    North         East     Units Scale Factor Converg.
 EF1598;SPC AL E     -   414,239.961   161,769.883   MT  0.99997801   -0 14 00.5
 EF1598;UTM  16      - 3,788,459.968   569,226.144   MT  0.99965907   +0 25 22.5
 EF1598
 EF1598!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1598!SPC AL E     -   0.99995522  x   0.99997801  =   0.99993323
 EF1598!UTM  16      -   0.99995522  x   0.99965907  =   0.99961431
 EF1598
 EF1598|---------------------------------------------------------------------|
 EF1598| PID    Reference Object                     Distance      Geod. Az  |
 EF1598|                                                           dddmmss.s |
 EF1598| EF0273 F 224                               244.619 METERS 25537     |
 EF1598|---------------------------------------------------------------------|
 EF1598
 EF1598                          SUPERSEDED SURVEY CONTROL
 EF1598
 EF1598  NAD 83(1992)-  34 14 05.72968(N)    086 14 53.91026(W) AD(       ) 3
 EF1598  NAD 83(1986)-  34 14 05.74003(N)    086 14 53.91386(W) AD(       ) 3
 EF1598  NAD 27      -  34 14 05.41583(N)    086 14 54.03771(W) AD(       ) 3
 EF1598  NGVD 29 (02/20/88)  314.3    (m)         1031.     (f) GPS OBS        
 EF1598
 EF1598.Superseded values are not recommended for survey control.
 EF1598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1598.See file dsdata.txt to determine how the superseded data were derived.
 EF1598
 EF1598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6922688460(NAD 83)
 EF1598_MARKER: DQ = CALIBRATION BASE LINE DISK
 EF1598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1598_SP_SET: CONCRETE POST
 EF1598_STAMPING: ALBERTVILLE 1450 1977 BASELINE
 EF1598_MARK LOGO: ALHD  
 EF1598_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1598+STABILITY: SURFACE MOTION
 EF1598_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1598+SATELLITE: SATELLITE OBSERVATIONS - April 23, 1992
 EF1598
 EF1598  HISTORY     - Date     Condition        Report By
 EF1598  HISTORY     - 1977     MONUMENTED       ALHD
 EF1598  HISTORY     - 19870614 GOOD             NGS
 EF1598  HISTORY     - 19920423 GOOD             NGS
 EF1598  HISTORY     - 19920423 GOOD             NGS
 EF1598
 EF1598                          STATION DESCRIPTION
 EF1598
 EF1598'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 EF1598'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF ALBERTVILLE
 EF1598'AT THE ALBERTVILLE MUNICIPAL AIRPORT AND NEAR THE END OF RUNWAY 23.
 EF1598'OWNERSHIP--PUBLIC/CITY OF ALBERTVILLE, P.O. BOX 920, ALBERTVILLE, AL.
 EF1598'35950, TELEPHONE 205-878-9258.  MANAGER - MILES LEACH, RT 3 BOX 484A,
 EF1598'ALBERTVILLE, AL. 35950, TELEPHONE 205-878-1433.
 EF1598'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 75 AND 205
 EF1598'IN ALBERTVILLE, GO SOUTH ON HIGHWAY 75 FOR 5.6 KM (3.5 MI) TO A
 EF1598'PAVED DRIVE LEFT, AIRPORT ENTRANCE.  TURN LEFT, TO A PARKING LOT
 EF1598'LEFT AND A GATE STRAIGHT AHEAD.  PASS THROUGH GATE FOR 0.1 KM
 EF1598'(0.05 MI) TO APRON, GO NORTHEAST ACROSS APRON FOR ABOUT 0.1 KM
 EF1598'(0.05 MI) TO A RAMP RIGHT.  TURN RIGHT ON RAMP FOR 100 FEET TO RUNWAY.
 EF1598'TURN LEFT ON RUNWAY 23 FOR 0.3 KM (0.15 MI) TO MARK ON LEFT.
 EF1598'THE MARK IS A STANDARD STATE OF ALABAMA HIGHWAY DEPT GEODETIC CONTROL
 EF1598'MARK DISK STAMPED WITH THEIR BASE LINE DESIGNATION AND THE YEAR 1977
 EF1598'AND HAVE AN UNDERGROUND MARK SET ABOUT 30 INCHES BELOW THE SURFACE.
 EF1598'LOCATED 12.8 METERS (42 FT) NORTHWEST OF THE NORTHWEST CORNER OF
 EF1598'RUNWAY 23 AND 7.6 METERS (25 FT) EAST FROM AN ALABAMA STATE WITNESS
 EF1598'POST.  THE DISK IS SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 EF1598'MONUMENT AND FLUSH WITH THE GROUND.
 EF1598'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 EF1598
 EF1598                          STATION RECOVERY (1992)
 EF1598
 EF1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 EF1598'MARK IS A COMPONENT OF THE ALBERTVILLE CALIBRATION BASE LINE, LOCATED
 EF1598'ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF ALBERTVILLE, ALONG THE NORTHWEST
 EF1598'EDGE OF RUNWAY 05-23 AT THE ALBERTVILLE MUNICIPAL AIRPORT IN SECTION
 EF1598'20 T 9 S R 4 E (BOAZ 7.5 MIN QUAD).
 EF1598'NOTE--FOR PERMISSION TO ENTER AIRPORT PROPERTY CONTACT MR. MYLES
 EF1598'LEACH, AIRPORT MANAGER, 300 ALLDREDGE DRIVE, ALBERTVILLE, AL 35950.
 EF1598'TELEPHONE (205) 878-1433.  THE AIRPORT MANAGER REQUIRES A RADIO BE
 EF1598'LEFT WITH HIS OFFICE SO THAT COMMUNICATIONS CAN BE MAINTAINED WITH
 EF1598'SURVEY CREWS WORKING NEAR THE RUNWAY.
 EF1598'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 205 NORTH (MAIN STREET)AND
 EF1598'STATE HIGHWAY 75, LOCATED IN DOWNTOWN ALBERTVILLE, GO SOUTH CURVING
 EF1598'TO SOUTHWEST ON STATE HIGHWAY 75 FOR 5.0 KM (3.1 MI) TO THE
 EF1598'INTERSECTION OF WHITE OAK ROAD ON THE LEFT.  TURN LEFT AND GO SOUTH
 EF1598'FOR 0.65 KM (0.40 MI) TO THE INTERSECTION OF ALLDREDGE DRIVE ON THE
 EF1598'RIGHT.  TURN RIGHT AND GO WEST FOR 0.15 KM (0.09 MI) TO THE PARKING
 EF1598'LOT FOR THE ALBERTVILLE MUNICIPAL AIRPORT ON THE RIGHT.  TURN RIGHT
 EF1598'AND GO NORTH THROUGH THE PARKING LOT FOR 0.07 KM (0.04 MI) TO A
 EF1598'CONTROLLED GATE.  PASS THROUGH THE GATE AND GO NORTHEASTERLY ACROSS
 EF1598'THE APRON ONTO A TAXIWAY FOR 0.6 KM (0.4 MI) TO THE NORTHWEST CORNER
 EF1598'OF RUNWAY 05-23, AND THE MARK JUST AHEAD.
 EF1598'MARK IS SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH
 EF1598'WITH GROUND SURFACE.  IT IS 35.4 M (116.1 FT) WEST OF A CHAIN LINK
 EF1598'FENCE, 16.6 M (54.5 FT) NORTH OF THE NORTHWEST CORNER OF RUNWAY 05-23
 EF1598'AND 7.6 M (24.9 FT) SOUTHEAST OF A METAL WITNESS POST.
 EF1598'FOR MORE INFORMATION CONTACT MR. MITCH WRIGHT, P.O. BOX 771,
 EF1598'ALBERTVILLE, AL 35950.  TELEPHONE (205) 878-1384.  OR CONTACT MR.
 EF1598'WILLIAM RINDAL, ALABAMA GEODETIC ADVISOR, ALABAMA HIGHWAY DEPARTMENT,
 EF1598'1409 COLISEUM BOULEVARD, MONTGOMERY, AL 36130.  TELEPHONE (205)
 EF1598'242-6597.
 EF1598
 EF1598                          STATION RECOVERY (1992)
 EF1598
 EF1598'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (CRG)
 EF1598'MARK IS A COMPONENT OF THE ALBERTVILLE CALIBRATION BASE LINE, LOCATED
 EF1598'ABOUT 5.6 KM (3.5 MI) SOUTHWEST OF ALBERTVILLE, ALONG THE NORTHWEST
 EF1598'EDGE OF RUNWAY 05-23 AT THE ALBERTVILLE MUNICIPAL AIRPORT IN SECTION
 EF1598'20 T 9 S R 4 E (BOAZ 7.5 MIN QUAD). NOTE--FOR PERMISSION TO ENTER
 EF1598'AIRPORT PROPERTY CONTACT MR. MYLES LEACH, AIRPORT MANAGER, 300
 EF1598'ALLDREDGE DRIVE, ALBERTVILLE, AL 35950. THE AIRPORT MANAGER REQUIRES A
 EF1598'RADIO BE LEFT WITH HIS OFFICE SO THAT COMMUNICATIONS CAN BE MAINTAINED
 EF1598'WITH SURVEY CREWS WORKING NEAR THE RUNWAY. TO REACH FROM THE JUNCTION
 EF1598'OF STATE HIGHWAY 205 NORTH (MAIN STREET)AND STATE HIGHWAY 75, LOCATED
 EF1598'IN DOWNTOWN ALBERTVILLE, GO SOUTH CURVING TO SOUTHWEST ON STATE
 EF1598'HIGHWAY 75 FOR 5.0 KM (3.1 MI) TO THE INTERSECTION OF WHITE OAK ROAD
 EF1598'ON THE LEFT.  TURN LEFT AND GO SOUTH FOR 0.65 KM (0.40 MI) TO THE
 EF1598'INTERSECTION OF ALLDREDGE DRIVE ON THE RIGHT.  TURN RIGHT AND GO WEST
 EF1598'FOR 0.15 KM (0.09 MI) TO THE PARKING LOT FOR THE ALBERTVILLE MUNICIPAL
 EF1598'AIRPORT ON THE RIGHT.  TURN RIGHT AND GO NORTH THROUGH THE PARKING LOT
 EF1598'FOR 0.07 KM (0.04 MI) TO A CONTROLLED GATE.  PASS THROUGH THE GATE AND
 EF1598'GO NORTHEASTERLY ACROSS THE APRON ONTO A TAXIWAY FOR 0.6 KM (0.4 MI)
 EF1598'TO THE NORTHWEST CORNER OF RUNWAY 05-23, AND THE MARK JUST AHEAD. MARK
 EF1598'IS SET IN THE TOP OF A 25 CM (10 IN) DIAMETER CONCRETE POST FLUSH WITH
 EF1598'GROUND SURFACE.  IT IS 35.4 M (116.1 FT) WEST OF A CHAIN LINK FENCE,
 EF1598'16.6 M (54.5 FT) NORTH OF THE NORTHWEST CORNER OF RUNWAY 05-23 AND 7.6
 EF1598'M (24.9 FT) SOUTHEAST OF A METAL WITNESS POST. FOR MORE INFORMATION
 EF1598'CONTACT MR. MITCH WRIGHT, P.O. BOX 771, ALBERTVILLE, AL 35950.
 EF1598'CONTACT MR. WILLIAM RINDAL, ALABAMA GEODETIC ADVISOR, ALABAMA HIGHWAY
 EF1598'DEPARTMENT, 1409 COLISEUM BOULEVARD, MONTGOMERY, AL 36130.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1353 ***********************************************************************
 CM1353  DESIGNATION -  ALEXANDER
 CM1353  PID         -  CM1353
 CM1353  STATE/COUNTY-  AL/TALLAPOOSA
 CM1353  USGS QUAD   -  ALEXANDER CITY (1983)
 CM1353
 CM1353                         *CURRENT SURVEY CONTROL
 CM1353  ___________________________________________________________________
 CM1353* NAD 83(1992)-  32 56 20.79510(N)    085 57 42.75315(W)     ADJUSTED  
 CM1353* NAVD 88     -       228.446  (meters)     749.49   (feet)  ADJUSTED  
 CM1353  ___________________________________________________________________
 CM1353  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CM1353  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM1353  DYNAMIC HT  -         228.181 (meters)     748.62  (feet)  COMP
 CM1353  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 CM1353
 CM1353  HORZ ORDER  -  FIRST
 CM1353  VERT ORDER  -  SECOND    CLASS 0
 CM1353
 CM1353.The horizontal coordinates were established by classical geodetic methods
 CM1353.and adjusted by the National Geodetic Survey in September 1997..
 CM1353
 CM1353.The orthometric height was determined by differential leveling
 CM1353.and adjusted by the National Geodetic Survey in June 1991..
 CM1353
 CM1353.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1353
 CM1353.The geoid height was determined by GEOID03.
 CM1353
 CM1353.The dynamic height is computed by dividing the NAVD 88
 CM1353.geopotential number by the normal gravity value computed on the
 CM1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1353.degrees latitude (g = 980.6199 gals.).
 CM1353
 CM1353.The modeled gravity was interpolated from observed gravity values.
 CM1353
 CM1353;                    North         East     Units Scale Factor Converg.
 CM1353;SPC AL E     -   270,449.857   187,979.518   MT  0.99996178   -0 04 11.6
 CM1353;UTM  16      - 3,645,014.758   597,045.976   MT  0.99971612   +0 33 52.3
 CM1353
 CM1353!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1353!SPC AL E     -   0.99996871  x   0.99996178  =   0.99993049
 CM1353!UTM  16      -   0.99996871  x   0.99971612  =   0.99968484
 CM1353
 CM1353|---------------------------------------------------------------------|
 CM1353| PID    Reference Object                     Distance      Geod. Az  |
 CM1353|                                                           dddmmss.s |
 CM1353| CM1352 ALEXANDER RM 2                       20.684 METERS 10921     |
 CM1353| CM1354 ALEXANDER RM 3                       24.945 METERS 21058     |
 CM1353| CY8008 ALEXANDER RM 1                       24.950 METERS 21059     |
 CM1353| CM1355 ALEXANDER AZ MK                                    2400141.3 |
 CM1353|---------------------------------------------------------------------|
 CM1353
 CM1353                          SUPERSEDED SURVEY CONTROL
 CM1353
 CM1353  NAD 83(1992)-  32 56 20.79502(N)    085 57 42.75334(W) AD(       ) 1
 CM1353  NAD 83(1986)-  32 56 20.79882(N)    085 57 42.75844(W) AD(       ) 1
 CM1353  NAD 27      -  32 56 20.35500(N)    085 57 42.88500(W) AD(       ) 1
 CM1353  NGVD 29 (??/??/92)  228.414  (m)          749.39   (f) ADJ UNCH    2 0
 CM1353
 CM1353.Superseded values are not recommended for survey control.
 CM1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1353.See file dsdata.txt to determine how the superseded data were derived.
 CM1353
 CM1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9704645015(NAD 83)
 CM1353_MARKER: DS = TRIANGULATION STATION DISK
 CM1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1353_STAMPING: ALEXANDER 1941
 CM1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1353+STABILITY: SURFACE MOTION
 CM1353
 CM1353  HISTORY     - Date     Condition        Report By
 CM1353  HISTORY     - 1941     MONUMENTED       CGS
 CM1353  HISTORY     - 1968     GOOD             CGS
 CM1353  HISTORY     - 1968     GOOD             NGS
 CM1353
 CM1353                          STATION DESCRIPTION
 CM1353
 CM1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM1353'THE STATION IS LOCATED IN THE NW PART OF ALEXANDER CITY, ON
 CM1353'PROPERTY OWNED BY THE RUSSELL MANUFACTURING COMPANY.  IT IS 53.0
 CM1353'FEET NW OF THE WATER TANK AND 80.43 FEET NW OF THE STANDPIPE, 58
 CM1353'FEET S OF THE INTERSECTION OF RUSSCO AND TYLER STREETS, AND
 CM1353'150 FEET N OF U.S. HIGHWAY 241.
 CM1353'
 CM1353'SURFACE, UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 CM1353'SET IN CONCRETE.
 CM1353'
 CM1353'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN DRILL HOLE
 CM1353'IN OUTCROPPING BEDROCK.
 CM1353'
 CM1353'REFERENCE MARK NO. 2 IS A STANDARD DISK LOCATED IN THE SE FOOTING
 CM1353'OF THE WATER TANK.
 CM1353'
 CM1353'THE AZIMUTH MARK IS LOCATED ON PROPERTY OWNED BY THE RUSSELL
 CM1353'MANUFACTURING COMPANY, 0.2 MILE SW OF THE STATION AND 44 FEET S
 CM1353'OF THE RAILROAD TRACKS, AT THE INTERSECTION OF TWO ROADS
 CM1353'ENTERING THE PLANT AREA.
 CM1353'
 CM1353'TO REACH THE AZIMUTH MARK FROM THE INTERSECTION OF RUSSCO STREET
 CM1353'AND U.S. HIGHWAY 241, CROSS THE RAILROAD TRACKS, TURN RIGHT AND GO
 CM1353'0.1 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CM1353'
 CM1353'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 CM1353
 CM1353                          STATION RECOVERY (1968)
 CM1353
 CM1353'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CM1353'THE STATION WAS VISITED 2-15-68 AND STATION MARK, AZIMUTH MARK,
 CM1353'AND RM NO. 2 WERE FOUND IN GOOD CONDITION, AND RM NO. 1 WAS
 CM1353'DESTROYED PRIOR TO THIS DATE.  RM NO. 3 WAS ESTABLISHED AT THIS
 CM1353'DATE NEAR THE LOCATION OF RM NO. 1.  ALL MARKS ARE PRECISE BENCH
 CM1353'MARKS.  A NEW DESCRIPTION FOLLOWS-
 CM1353'
 CM1353'THE STATION IS LOCATED IN THE NW SECTION OF ALEXANDER, IN THE
 CM1353'SOUTHWEST CORNER OF PROPERTY OWNED BY MR. TOM RUSSELL, NORTH OF THE
 CM1353'RUSSELL MILLS, AND AT THE SITE OF THE ALEXANDER WATER TANK AND
 CM1353'STANDPIPE, 69 FEET SOUTH OF WHERE STREET MAKES A 90 DEGREE TURN,
 CM1353'38 FEET NORTHWEST OF NORTHWEST LEG OF WATER TANK, 81 FEET
 CM1353'NORTHWEST OF NORTHWEST SIDE OF STANDPIPE, 14 FEET SOUTHWEST OF
 CM1353'12-INCH PINE TREE, 68 FEET SOUTH-SOUTHWEST OF FIRE HYDRANT, 35 FEET
 CM1353'SOUTH OF POWER POLE, 16 FEET NORTH OF 12-INCH PINE TREE, IT IS
 CM1353'A STANDARD TRIANGULATION DIST STAMPED ALEXANDER 1941,
 CM1353'PROJECTING 4-INCHES.
 CM1353'
 CM1353'REFERENCE MARK NO. 2 IS 67.85 FEET EAST OF STATION IN THE SOUTH
 CM1353'CORNER OF THE CONCRETE FOUNDATION OF THE EAST LEG OF THE WATER
 CM1353'TANK, SET IN A DRILL HOLE AND STAMPED ALEXANDER RM NO 2 1941.
 CM1353'
 CM1353'REFERENCE MARK NO. 3 IS 81.84 FEET SOUTH-SOUTHWEST OF STATION, 87
 CM1353'FEET SOUTHWEST OF WEST LEG OF WATER TANK, 50 FEET EAST-NORTHEAST
 CM1353'OF POWER POLE, 15 FEET WEST-SOUTHWEST OF 18-INCH PINE TREE, 39
 CM1353'FEET EAST-SOUTHEAST OF POWER LINE.  IT IS A STANDARD REFERENCE
 CM1353'MARK DISK STAMPED ALEXANDER 1941 NO 3 1968, SET IN DRILL HOLE
 CM1353'IN BED ROCK, FLUSH WITH GROUND.
 CM1353'
 CM1353'THE AZIMUTH MARK IS 0.2 MILE SOUTHWEST OF STATION ON THE SOUTH
 CM1353'SIDE OF STATE HIGHWAY 22, IN THE NEUTRAL GROUND OF A TWO WAY
 CM1353'STREET TO THE RUSSELL PLANT, 80 FEET SOUTH OF THE STATE HIGHWAY
 CM1353'22, 44 FEET SOUTHWEST OF RAILROAD TRACK (SIDE TRACK), 31 FEET
 CM1353'SOUTHWEST OF NORTHEAST CORNER OF RED BRICK STRUCTURE, 28 FEET
 CM1353'NORTHWEST OF A FIRE HYDRANT, 82 FEET WEST-NORTHWEST OF A PURPLE
 CM1353'COLORED CONTAINER ABOUT 25 FEET HIGH, 14 FEET NORTH-NORTHWEST
 CM1353'OF A 12-INCH PINE TREE, 2 FEET SOUTHWEST OF CURB.  IT IS AN
 CM1353'AZIMUTH MARK DISK STAMPED ALEXANDER 1941, FLUSH WITH GROUND.
 CM1353'
 CM1353'TO REACH THE STATION FROM THE ALEXANDER CITY BANK, GO SOUTHWEST
 CM1353'ON STATE HIGHWAY 63 FOR 0.5 MILE TO SIDE ROAD RIGHT (BRICK
 CM1353'PILLARS ON BOTH SIDES OF ENTRANCE), TURN RIGHT AND GO 100 YARDS TO
 CM1353'SIDE ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO TOP OF HILL
 CM1353'WHERE ROAD TURNS SHARP RIGHT AND WATER TANK AND STATION ON LEFT.
 CM1353'
 CM1353'TO REACH AZIMUTH MARK FROM ENTRANCE TO THE PARK, GO SOUTHWEST ON
 CM1353'STATE HIGHWAY 63 FOR 0.25 MILE TO JUNCTION WITH STATE HIGHWAY 22,
 CM1353'TURN LEFT CROSSING TRACK AND CONTINUE ON STATE HIGHWAY 22 FOR
 CM1353'0.15 MILE TO MARK ON THE LEFT.
 CM1353
 CM1353                          STATION RECOVERY (1968)
 CM1353
 CM1353'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CM1353'AT ALEXANDER CITY.
 CM1353'ABOUT 0.75 MILE WEST ALONG U.S. HIGHWAY 241 FROM THE CENTRAL OF
 CM1353'GEORGIA RAILROAD STATION AT ALEXANDER CITY, AT THE TOP OF THE
 CM1353'HILL AND AT THE RUSSEL MILL WATER TOWER.  185 FEET NORTH-NORTHWEST
 CM1353'OF THE CENTER OF THE HIGHWAY, 38 FEET NORTHWEST OF THE NORTHWEST
 CM1353'LEG OF THE WATER TANK, 69 FEET SOUTH OF WHERE THE STREET MAKES
 CM1353'A 90 DEGREE TURN, 81 FEET NORTHWEST OF THE NORTHWEST SIDE OF THE
 CM1353'STANDPIPE 14 FEET SOUTHWEST OF A 12-INCH PINE TREE, 68 FEET
 CM1353'SOUTH-SOUTHWEST OF A FIRE HYDRANT, 35 FEET SOUTH OF A POWER POLE,
 CM1353'16 FEET NORTH OF A 12-INCH PINE TREE.  IT IS A TRIANGULATION
 CM1353'STATION DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CM1353'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1355 ***********************************************************************
 CM1355  DESIGNATION -  ALEXANDER AZ MK
 CM1355  PID         -  CM1355
 CM1355  STATE/COUNTY-  AL/TALLAPOOSA
 CM1355  USGS QUAD   -  ALEXANDER CITY (1983)
 CM1355
 CM1355                         *CURRENT SURVEY CONTROL
 CM1355  ___________________________________________________________________
 CM1355* NAD 83(1986)-  32 56 16.     (N)    085 57 54.     (W)     SCALED    
 CM1355* NAVD 88     -       222.447  (meters)     729.81   (feet)  ADJUSTED  
 CM1355  ___________________________________________________________________
 CM1355  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM1355  DYNAMIC HT  -         222.189 (meters)     728.97  (feet)  COMP
 CM1355  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CM1355
 CM1355  VERT ORDER  -  SECOND    CLASS 0
 CM1355
 CM1355.The horizontal coordinates were scaled from a topographic map and have
 CM1355.an estimated accuracy of +/- 6 seconds.
 CM1355
 CM1355.The orthometric height was determined by differential leveling
 CM1355.and adjusted by the National Geodetic Survey in June 1991..
 CM1355
 CM1355.The geoid height was determined by GEOID03.
 CM1355
 CM1355.The dynamic height is computed by dividing the NAVD 88
 CM1355.geopotential number by the normal gravity value computed on the
 CM1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1355.degrees latitude (g = 980.6199 gals.).
 CM1355
 CM1355.The modeled gravity was interpolated from observed gravity values.
 CM1355
 CM1355;                    North         East    Units  Estimated Accuracy
 CM1355;SPC AL E     -   270,300.      187,690.      MT  (+/- 180 meters Scaled)
 CM1355
 CM1355                          SUPERSEDED SURVEY CONTROL
 CM1355
 CM1355  NGVD 29 (??/??/92)  222.41   (m)          729.7    (f) COMPUTED    2 0
 CM1355
 CM1355.Superseded values are not recommended for survey control.
 CM1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1355.See file dsdata.txt to determine how the superseded data were derived.
 CM1355
 CM1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB967448(NAD 83)
 CM1355_MARKER: DZ = AZIMUTH MARK DISK
 CM1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1355_STAMPING: ALEXANDER 1941
 CM1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1355+STABILITY: SURFACE MOTION
 CM1355
 CM1355  HISTORY     - Date     Condition        Report By
 CM1355  HISTORY     - 1941     MONUMENTED       CGS
 CM1355  HISTORY     - 1968     GOOD             NGS
 CM1355
 CM1355                          STATION DESCRIPTION
 CM1355
 CM1355'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM1355'AT ALEXANDER.
 CM1355'LOCATED 0.8 MILE WEST ALONG U.S. HIGHWAY 241 FROM THE CENTRAL
 CM1355'OF GEORGIA RAILROAD STATION IN ALEXANDER, THENCE ABOUT 0.2 MILE
 CM1355'WEST ALONG STATE HIGHWAY 22 TO THE JUNCTION OF TWO RUSSEL
 CM1355'MANUFACTURING STREET LEADING SOUTHWARD, IN THE NEUTRAL GROUND
 CM1355'OF A TWO WAY STREET, 80 FEET SOUTH OF THE CENTER OF STATE HIGHWAY
 CM1355'22, 44 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE SIDE TRACKS,
 CM1355'31 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A RED BRICK STRUCTURE
 CM1355'28 FEET NORTHWEST OF A FIRE HYDRANT, 82 FEET WEST-NORTHWEST OF
 CM1355'A PURPLE COLORED CONTAINER ABOUT 25 FEET HIGH, 14 FEET
 CM1355'NORTH-NORTHEAST OF A 12-INCH PINE TREE AND 2 FEET SOUTHWEST OF THE
 CM1355'CURB.  IT IS AN AZIMUTH MARK DISK SET IN THE TOP OF A CONCRETE
 CM1355'POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1255 ***********************************************************************
 CM1255  DESIGNATION -  ALEXANDER CITY
 CM1255  PID         -  CM1255
 CM1255  STATE/COUNTY-  AL/TALLAPOOSA
 CM1255  USGS QUAD   -  ALEXANDER CITY (1983)
 CM1255
 CM1255                         *CURRENT SURVEY CONTROL
 CM1255  ___________________________________________________________________
 CM1255* NAD 83(1986)-  32 56 37.     (N)    085 57 14.     (W)     SCALED    
 CM1255* NAVD 88     -       216.616  (meters)     710.68   (feet)  ADJUSTED  
 CM1255  ___________________________________________________________________
 CM1255  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM1255  DYNAMIC HT  -         216.365 (meters)     709.86  (feet)  COMP
 CM1255  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CM1255
 CM1255  VERT ORDER  -  SECOND    CLASS 0
 CM1255
 CM1255.The horizontal coordinates were scaled from a topographic map and have
 CM1255.an estimated accuracy of +/- 6 seconds.
 CM1255
 CM1255.The orthometric height was determined by differential leveling
 CM1255.and adjusted by the National Geodetic Survey in June 1991..
 CM1255
 CM1255.The geoid height was determined by GEOID03.
 CM1255
 CM1255.The dynamic height is computed by dividing the NAVD 88
 CM1255.geopotential number by the normal gravity value computed on the
 CM1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1255.degrees latitude (g = 980.6199 gals.).
 CM1255
 CM1255.The modeled gravity was interpolated from observed gravity values.
 CM1255
 CM1255;                    North         East    Units  Estimated Accuracy
 CM1255;SPC AL E     -   270,950.      188,730.      MT  (+/- 180 meters Scaled)
 CM1255
 CM1255                          SUPERSEDED SURVEY CONTROL
 CM1255
 CM1255  NGVD 29 (??/??/92)  216.583  (m)          710.57   (f) ADJ UNCH    2 0
 CM1255
 CM1255.Superseded values are not recommended for survey control.
 CM1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1255.See file dsdata.txt to determine how the superseded data were derived.
 CM1255
 CM1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB977455(NAD 83)
 CM1255_MARKER: DB = BENCH MARK DISK
 CM1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1255_STAMPING: ALEXANDER CITY 1934
 CM1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1255+STABILITY: SURFACE MOTION
 CM1255
 CM1255  HISTORY     - Date     Condition        Report By
 CM1255  HISTORY     - 1934     MONUMENTED       CGS
 CM1255  HISTORY     - 1949     GOOD             NGS
 CM1255
 CM1255                          STATION DESCRIPTION
 CM1255
 CM1255'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CM1255'AT ALEXANDER CITY.
 CM1255'AT ALEXANDER CITY, AT THE COURT HOUSE, 43 1/2 FEET NORTHEAST OF
 CM1255'THE CENTER OF THE EAST ENTRANCE TO THE COURT HOUSE, 30 1/2 FEET
 CM1255'EAST OF THE NORTHEAST CORNER OF THE COURT HOUSE, 32 FEET NORTH OF
 CM1255'THE CENTER LINE OF A WALK TO THE EAST ENTRANCE, 15 FEET
 CM1255'WEST-SOUTHWEST OF A FLAG POLE, 16 FEET SOUTH OF THE CENTER LINE
 CM1255'OF AN EAST-WEST WALK, AND SET IN THE TOP OF A CONCRETE POST
 CM1255'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2329 ***********************************************************************
 CM2329  DESIGNATION -  ALEXANDER CITY AVONDALE TANK
 CM2329  PID         -  CM2329
 CM2329  STATE/COUNTY-  AL/TALLAPOOSA
 CM2329  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2329
 CM2329                         *CURRENT SURVEY CONTROL
 CM2329  ___________________________________________________________________
 CM2329* NAD 83(1992)-  32 56 09.98851(N)    085 56 34.62687(W)     ADJUSTED  
 CM2329* NAVD 88     -                                                        
 CM2329  ___________________________________________________________________
 CM2329  LAPLACE CORR-          -0.50  (seconds)                    DEFLEC99
 CM2329  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM2329
 CM2329  HORZ ORDER  -  THIRD
 CM2329
 CM2329.The horizontal coordinates were established by classical geodetic methods
 CM2329.and adjusted by the National Geodetic Survey in December 1992..
 CM2329
 CM2329
 CM2329.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2329
 CM2329.The geoid height was determined by GEOID03.
 CM2329
 CM2329;                    North         East     Units Scale Factor Converg.
 CM2329;SPC AL E     -   270,114.957   189,748.822   MT  0.99996130   -0 03 34.6
 CM2329;UTM  16      - 3,644,699.545   598,818.448   MT  0.99972040   +0 34 29.2
 CM2329
 CM2329                          SUPERSEDED SURVEY CONTROL
 CM2329
 CM2329  NAD 83(1986)-  32 56 09.99213(N)    085 56 34.63193(W) AD(       ) 4
 CM2329  NAD 27      -  32 56 09.54800(N)    085 56 34.76100(W) AD(       ) 3
 CM2329
 CM2329.Superseded values are not recommended for survey control.
 CM2329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2329.See file dsdata.txt to determine how the superseded data were derived.
 CM2329
 CM2329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9881844700(NAD 83)
 CM2329_MARKER: 51 = TANK
 CM2329
 CM2329  HISTORY     - Date     Condition        Report By
 CM2329  HISTORY     - 1941     FIRST OBSERVED   CGS
 CM2329
 CM2329                          STATION DESCRIPTION
 CM2329
 CM2329'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2329'THIS INTERESECTION STATION IS THE BALL ON TOP OF THE SILVER
 CM2329'COLORED WATER TANK AT THE AVONDALE MILLS ON THE SE EDGE OF
 CM2329'ALEXANDER CITY.  THIS IS THE HIGHEST AND LARGEST OF THE TWO
 CM2329'TANKS AT THE AVONDALE MILLS AND IS AT THE SE CORNER OF THE
 CM2329'PLANT AREA.  AVONDALE IS PAINTED ON THE W SIDE OF THE TANK
 CM2329'IN LARGE BLACK LETTERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2331 ***********************************************************************
 CM2331  DESIGNATION -  ALEXANDER CITY MUN STANDPIPE
 CM2331  PID         -  CM2331
 CM2331  STATE/COUNTY-  AL/TALLAPOOSA
 CM2331  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2331
 CM2331                         *CURRENT SURVEY CONTROL
 CM2331  ___________________________________________________________________
 CM2331* NAD 83(1992)-  32 56 38.70518(N)    085 56 48.50619(W)     ADJUSTED  
 CM2331* NAVD 88     -                                                        
 CM2331  ___________________________________________________________________
 CM2331  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 CM2331  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM2331
 CM2331  HORZ ORDER  -  THIRD
 CM2331
 CM2331.The horizontal coordinates were established by classical geodetic methods
 CM2331.and adjusted by the National Geodetic Survey in September 1997..
 CM2331
 CM2331
 CM2331.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2331
 CM2331.The geoid height was determined by GEOID03.
 CM2331
 CM2331;                    North         East     Units Scale Factor Converg.
 CM2331;SPC AL E     -   270,999.964   189,389.233   MT  0.99996139   -0 03 42.2
 CM2331;UTM  16      - 3,645,580.303   598,449.171   MT  0.99971950   +0 34 22.1
 CM2331
 CM2331                          SUPERSEDED SURVEY CONTROL
 CM2331
 CM2331  NAD 83(1992)-  32 56 38.70517(N)    085 56 48.50623(W) AD(       ) 4
 CM2331  NAD 83(1986)-  32 56 38.70908(N)    085 56 48.51055(W) AD(       ) 4
 CM2331  NAD 27      -  32 56 38.26500(N)    085 56 48.63900(W) AD(       ) 3
 CM2331
 CM2331.Superseded values are not recommended for survey control.
 CM2331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2331.See file dsdata.txt to determine how the superseded data were derived.
 CM2331
 CM2331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9844945580(NAD 83)
 CM2331_MARKER: 52 = STANDPIPE TANK
 CM2331
 CM2331  HISTORY     - Date     Condition        Report By
 CM2331  HISTORY     - 1941     FIRST OBSERVED   CGS
 CM2331
 CM2331                          STATION DESCRIPTION
 CM2331
 CM2331'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2331'THIS INTERSECTION STATION IS THE CENTER OF THE STANDPIPE,
 CM2331'WHICH IS A PART OF THE CITY WATER SYSTEM.  IT IS SILVER
 CM2331'COLORED, ALL METAL, AND ABOUT 70 FEET HIGH.  ALEXANDER CITY
 CM2331'IS PAINTED ON ITS SIDE IN BLACK LETTERS.  IT IS LOCATED
 CM2331'ON TOP OF THE HIGH GROUND ON THE E EDGE OF TOWN, ABOUT 63 FEET
 CM2331'N OF STATE HIGHWAY 63 AND 150 YARDS W OF THE RAILROAD OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2330 ***********************************************************************
 CM2330  DESIGNATION -  ALEXANDER CITY RUSSELL CO E TK
 CM2330  PID         -  CM2330
 CM2330  STATE/COUNTY-  AL/TALLAPOOSA
 CM2330  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2330
 CM2330                         *CURRENT SURVEY CONTROL
 CM2330  ___________________________________________________________________
 CM2330* NAD 83(1992)-  32 56 17.83296(N)    085 57 39.35366(W)     ADJUSTED  
 CM2330* NAVD 88     -                                                        
 CM2330  ___________________________________________________________________
 CM2330  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 CM2330  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM2330
 CM2330  HORZ ORDER  -  THIRD
 CM2330
 CM2330.The horizontal coordinates were established by classical geodetic methods
 CM2330.and adjusted by the National Geodetic Survey in December 1992..
 CM2330
 CM2330
 CM2330.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2330
 CM2330.The geoid height was determined by GEOID03.
 CM2330
 CM2330;                    North         East     Units Scale Factor Converg.
 CM2330;SPC AL E     -   270,358.500   188,067.713   MT  0.99996175   -0 04 09.8
 CM2330;UTM  16      - 3,644,924.405   597,135.155   MT  0.99971634   +0 33 54.1
 CM2330
 CM2330                          SUPERSEDED SURVEY CONTROL
 CM2330
 CM2330  NAD 83(1986)-  32 56 17.83674(N)    085 57 39.35874(W) AD(       ) 4
 CM2330  NAD 27      -  32 56 17.39200(N)    085 57 39.48500(W) AD(       ) 3
 CM2330
 CM2330.Superseded values are not recommended for survey control.
 CM2330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2330.See file dsdata.txt to determine how the superseded data were derived.
 CM2330
 CM2330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9713544924(NAD 83)
 CM2330_MARKER: 51 = TANK
 CM2330
 CM2330  HISTORY     - Date     Condition        Report By
 CM2330  HISTORY     - 1941     FIRST OBSERVED   CGS
 CM2330
 CM2330                          STATION DESCRIPTION
 CM2330
 CM2330'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2330'THIS INTERSECTION STATION IS THE BALL ON TOP OF THE EASTERLY
 CM2330'OF THE TWO SILVER COLORED WATER TANKS LOCATED IN THE PLANT
 CM2330'AREA OF THE RUSSELL MANUFACTURING COMPANY.  THESE TANKS ARE
 CM2330'JUST N OF THE PLANT BUILDINGS AND ON THE S SIDE OF U.S. HIGHWAY
 CM2330'241 AND THE RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2332 ***********************************************************************
 CM2332  DESIGNATION -  ALEXANDER CITY RUSSELL CO N TK
 CM2332  PID         -  CM2332
 CM2332  STATE/COUNTY-  AL/TALLAPOOSA
 CM2332  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2332
 CM2332                         *CURRENT SURVEY CONTROL
 CM2332  ___________________________________________________________________
 CM2332* NAD 83(1992)-  32 56 20.58011(N)    085 57 42.18613(W)     ADJUSTED  
 CM2332* NAVD 88     -                                                        
 CM2332  ___________________________________________________________________
 CM2332  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CM2332  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM2332
 CM2332  HORZ ORDER  -  THIRD
 CM2332
 CM2332.The horizontal coordinates were established by classical geodetic methods
 CM2332.and adjusted by the National Geodetic Survey in September 1997..
 CM2332
 CM2332
 CM2332.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2332
 CM2332.The geoid height was determined by GEOID03.
 CM2332
 CM2332;                    North         East     Units Scale Factor Converg.
 CM2332;SPC AL E     -   270,443.216   187,994.239   MT  0.99996178   -0 04 11.3
 CM2332;UTM  16      - 3,645,008.282   597,060.766   MT  0.99971616   +0 33 52.6
 CM2332
 CM2332                          SUPERSEDED SURVEY CONTROL
 CM2332
 CM2332  NAD 83(1992)-  32 56 20.58003(N)    085 57 42.18632(W) AD(       ) 4
 CM2332  NAD 83(1986)-  32 56 20.58395(N)    085 57 42.19135(W) AD(       ) 4
 CM2332  NAD 27      -  32 56 20.14000(N)    085 57 42.31800(W) AD(       ) 3
 CM2332
 CM2332.Superseded values are not recommended for survey control.
 CM2332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2332.See file dsdata.txt to determine how the superseded data were derived.
 CM2332
 CM2332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9706145008(NAD 83)
 CM2332_MARKER: 51 = TANK
 CM2332
 CM2332  HISTORY     - Date     Condition        Report By
 CM2332  HISTORY     - 1941     FIRST OBSERVED   CGS
 CM2332
 CM2332                          STATION DESCRIPTION
 CM2332
 CM2332'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2332'THIS INTERSECTION STATION, IS THE BALL ON TOP OF THE SILVER
 CM2332'COLORED WATER TANK WHICH IS THE PROPERTY OF THE RUSSELL
 CM2332'MANUFACTURING COMPANY.  IT IS A STEEL TANK ABOUT 70 FEET HIGH.  IT
 CM2332'IS N OF AND ACROSS U.S. HIGHWAY 241 FROM THE PLANT AREA
 CM2332'AND IS ON THE SAME HILL AS THE STANDPIPE AND STATION ALEXANDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2333 ***********************************************************************
 CM2333  DESIGNATION -  ALEXANDER CITY RUSSELL SPIPE
 CM2333  PID         -  CM2333
 CM2333  STATE/COUNTY-  AL/TALLAPOOSA
 CM2333  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2333
 CM2333                         *CURRENT SURVEY CONTROL
 CM2333  ___________________________________________________________________
 CM2333* NAD 83(1992)-  32 56 20.27493(N)    085 57 41.85142(W)     ADJUSTED  
 CM2333* NAVD 88     -                                                        
 CM2333  ___________________________________________________________________
 CM2333  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 CM2333  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM2333
 CM2333  HORZ ORDER  -  THIRD
 CM2333
 CM2333.The horizontal coordinates were established by classical geodetic methods
 CM2333.and adjusted by the National Geodetic Survey in September 1997..
 CM2333
 CM2333
 CM2333.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2333
 CM2333.The geoid height was determined by GEOID03.
 CM2333
 CM2333;                    North         East     Units Scale Factor Converg.
 CM2333;SPC AL E     -   270,433.804   188,002.922   MT  0.99996177   -0 04 11.1
 CM2333;UTM  16      - 3,644,998.969   597,069.550   MT  0.99971618   +0 33 52.8
 CM2333
 CM2333                          SUPERSEDED SURVEY CONTROL
 CM2333
 CM2333  NAD 83(1992)-  32 56 20.27485(N)    085 57 41.85161(W) AD(       ) 4
 CM2333  NAD 83(1986)-  32 56 20.27862(N)    085 57 41.85674(W) AD(       ) 4
 CM2333  NAD 27      -  32 56 19.83500(N)    085 57 41.98400(W) AD(       ) 3
 CM2333
 CM2333.Superseded values are not recommended for survey control.
 CM2333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2333.See file dsdata.txt to determine how the superseded data were derived.
 CM2333
 CM2333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9707044999(NAD 83)
 CM2333_MARKER: 51 = TANK
 CM2333
 CM2333  HISTORY     - Date     Condition        Report By
 CM2333  HISTORY     - 1941     FIRST OBSERVED   CGS
 CM2333
 CM2333                          STATION DESCRIPTION
 CM2333
 CM2333'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2333'THIS INTERSECTION STATION IS THE CENTER OF THE SILVER COLORED
 CM2333'STANDPIPE WHICH IS THE PROPERTY OF THE RUSSELL
 CM2333'MANUFACTURING COMPANY.  IT IS AN ALL METAL TANK ABOUT 50 FEET
 CM2333'HIGH AND 25 FEET IN DIAMETER.  IT IS LOCATED ON TOP OF THE HILL
 CM2333'N OF AND ACROSS U.S. HIGHWAY 241 FROM THE PLANT AREA AND
 CM2333'NEAR STATION ALEXANDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2334 ***********************************************************************
 CM2334  DESIGNATION -  ALEXANDER CITY RUSSELL CO W TK
 CM2334  PID         -  CM2334
 CM2334  STATE/COUNTY-  AL/TALLAPOOSA
 CM2334  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2334
 CM2334                         *CURRENT SURVEY CONTROL
 CM2334  ___________________________________________________________________
 CM2334* NAD 83(1992)-  32 56 15.29877(N)    085 57 45.40838(W)     ADJUSTED  
 CM2334* NAVD 88     -                                                        
 CM2334  ___________________________________________________________________
 CM2334  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 CM2334  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM2334
 CM2334  HORZ ORDER  -  THIRD
 CM2334
 CM2334.The horizontal coordinates were established by classical geodetic methods
 CM2334.and adjusted by the National Geodetic Survey in December 1992..
 CM2334
 CM2334
 CM2334.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2334
 CM2334.The geoid height was determined by GEOID03.
 CM2334
 CM2334;                    North         East     Units Scale Factor Converg.
 CM2334;SPC AL E     -   270,280.625   187,910.338   MT  0.99996180   -0 04 13.1
 CM2334;UTM  16      - 3,644,844.812   596,978.691   MT  0.99971596   +0 33 50.7
 CM2334
 CM2334                          SUPERSEDED SURVEY CONTROL
 CM2334
 CM2334  NAD 83(1986)-  32 56 15.30257(N)    085 57 45.41346(W) AD(       ) 4
 CM2334  NAD 27      -  32 56 14.85800(N)    085 57 45.54100(W) AD(       ) 3
 CM2334
 CM2334.Superseded values are not recommended for survey control.
 CM2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2334.See file dsdata.txt to determine how the superseded data were derived.
 CM2334
 CM2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9697944845(NAD 83)
 CM2334_MARKER: 51 = TANK
 CM2334
 CM2334  HISTORY     - Date     Condition        Report By
 CM2334  HISTORY     - 1941     FIRST OBSERVED   CGS
 CM2334
 CM2334                          STATION DESCRIPTION
 CM2334
 CM2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2334'THIS INTERSECTION STATION IS THE BALL ON THE TOP OF THE WESTERLY
 CM2334'OF THE TWO SILVER COLORED TANKS LOCATED IN THE PLANT AREA OF
 CM2334'THE RUSSELL MANUFACTURING COMPANY.  THESE TANKS ARE ON THE N SIDE
 CM2334'OF THE PLANT BUILDINGS AND JUST S OF U.S. HIGHWAY 241 AND THE
 CM2334'RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1352 ***********************************************************************
 CM1352  DESIGNATION -  ALEXANDER RM 2
 CM1352  PID         -  CM1352
 CM1352  STATE/COUNTY-  AL/TALLAPOOSA
 CM1352  USGS QUAD   -  ALEXANDER CITY (1983)
 CM1352
 CM1352                         *CURRENT SURVEY CONTROL
 CM1352  ___________________________________________________________________
 CM1352* NAD 83(1986)-  32 56 20.     (N)    085 57 42.     (W)     SCALED    
 CM1352* NAVD 88     -       229.765  (meters)     753.82   (feet)  ADJUSTED  
 CM1352  ___________________________________________________________________
 CM1352  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM1352  DYNAMIC HT  -         229.498 (meters)     752.94  (feet)  COMP
 CM1352  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 CM1352
 CM1352  VERT ORDER  -  SECOND    CLASS 0
 CM1352
 CM1352.The horizontal coordinates were scaled from a topographic map and have
 CM1352.an estimated accuracy of +/- 6 seconds.
 CM1352
 CM1352.The orthometric height was determined by differential leveling
 CM1352.and adjusted by the National Geodetic Survey in June 1991..
 CM1352
 CM1352.The geoid height was determined by GEOID03.
 CM1352
 CM1352.The dynamic height is computed by dividing the NAVD 88
 CM1352.geopotential number by the normal gravity value computed on the
 CM1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1352.degrees latitude (g = 980.6199 gals.).
 CM1352
 CM1352.The modeled gravity was interpolated from observed gravity values.
 CM1352
 CM1352;                    North         East    Units  Estimated Accuracy
 CM1352;SPC AL E     -   270,430.      188,000.      MT  (+/- 180 meters Scaled)
 CM1352
 CM1352                          SUPERSEDED SURVEY CONTROL
 CM1352
 CM1352  NGVD 29 (??/??/92)  229.733  (m)          753.72   (f) ADJ UNCH    2 0
 CM1352
 CM1352.Superseded values are not recommended for survey control.
 CM1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1352.See file dsdata.txt to determine how the superseded data were derived.
 CM1352
 CM1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB970449(NAD 83)
 CM1352_MARKER: DR = REFERENCE MARK DISK
 CM1352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1352_SP_SET: WATER TANK
 CM1352_STAMPING: ALEXANDER NO 2 1941
 CM1352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1352
 CM1352  HISTORY     - Date     Condition        Report By
 CM1352  HISTORY     - 1941     MONUMENTED       CGS
 CM1352  HISTORY     - 1968     GOOD             NGS
 CM1352
 CM1352                          STATION DESCRIPTION
 CM1352
 CM1352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM1352'AT ALEXANDER CITY.
 CM1352'LOCATED 0.75 MILES WEST ALONG U.S. HIGHWAY 241 FROM THE CENTRAL
 CM1352'OF GEORGIA RAILROAD STATION AT ALEXANDER CITY, AT THE TOP OF THE
 CM1352'HILL, 57.85 FEET EAST OF TRIANGULATION STATION ALEXANDER 1941,
 CM1352'A STANDARD REFERENCE MARK DISK SET IN A DRILL HOLE IN THE SOUTH
 CM1352'CORNER OF THE EAST LEG OF THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1354 ***********************************************************************
 CM1354  DESIGNATION -  ALEXANDER RM 3
 CM1354  PID         -  CM1354
 CM1354  STATE/COUNTY-  AL/TALLAPOOSA
 CM1354  USGS QUAD   -  ALEXANDER CITY (1983)
 CM1354
 CM1354                         *CURRENT SURVEY CONTROL
 CM1354  ___________________________________________________________________
 CM1354* NAD 83(1986)-  32 56 20.     (N)    085 57 42.     (W)     SCALED    
 CM1354* NAVD 88     -       228.05   (meters)     748.2    (feet)  RESET     
 CM1354  ___________________________________________________________________
 CM1354  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM1354
 CM1354  VERT ORDER  -  THIRD
 CM1354
 CM1354.The horizontal coordinates were scaled from a topographic map and have
 CM1354.an estimated accuracy of +/- 6 seconds.
 CM1354
 CM1354.The orthometric height was computed from unverified reset data.
 CM1354
 CM1354.The geoid height was determined by GEOID03.
 CM1354
 CM1354;                    North         East    Units  Estimated Accuracy
 CM1354;SPC AL E     -   270,430.      188,000.      MT  (+/- 180 meters Scaled)
 CM1354
 CM1354                          SUPERSEDED SURVEY CONTROL
 CM1354
 CM1354.No superseded survey control is available for this station.
 CM1354
 CM1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB970449(NAD 83)
 CM1354_MARKER: DR = REFERENCE MARK DISK
 CM1354_SETTING: 66 = SET IN ROCK OUTCROP
 CM1354_SP_SET: BEDROCK
 CM1354_STAMPING: ALEXANDER 1941 NO 3 1968
 CM1354_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CM1354+STABILITY: POSITION/ELEVATION WELL
 CM1354
 CM1354  HISTORY     - Date     Condition        Report By
 CM1354  HISTORY     - 1968     MONUMENTED       CGS
 CM1354  HISTORY     - 1968     GOOD             NGS
 CM1354
 CM1354                          STATION DESCRIPTION
 CM1354
 CM1354'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM1354'AT ALEXANDER CITY.
 CM1354'LOCATED ABOUT 0.75 MILE WEST ALONG U.S. HIGHWAY 241 FROM THE CENTRAL
 CM1354'OF GEORGIA RAILROAD STATION AT ALEXANDER CITY, ON THE TOP OF
 CM1354'THE HILL BY THE RUSSEL WATER TANK, 81.84 FEET SOUTH-SOUTHWEST
 CM1354'OF THE TRIANGULATION STATION ALEXANDER 1941, 87 FEET SOUTHWEST OF
 CM1354'THE WEST LEG OF THE WATER TANK, 50 FEET EAST-NORTHEAST OF A
 CM1354'POWER POLE, 15 FEET WEST-SOUTHWEST OF AN 18-INCH PINE TREE,
 CM1354'39 FEET EAST-SOUTHEAST OF A POWER POLE.  IT IS A REFERENCE MARK
 CM1354'DISK SET IN A DRILL HOLE IN BED ROCK, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2335 ***********************************************************************
 CM2335  DESIGNATION -  ALEXPORT
 CM2335  PID         -  CM2335
 CM2335  STATE/COUNTY-  AL/TALLAPOOSA
 CM2335  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2335
 CM2335                         *CURRENT SURVEY CONTROL
 CM2335  ___________________________________________________________________
 CM2335* NAD 83(1992)-  32 54 59.76240(N)    085 57 45.05457(W)     ADJUSTED  
 CM2335* NAVD 88     -       199.5    (meters)     655.     (feet)  VERTCON   
 CM2335  ___________________________________________________________________
 CM2335  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 CM2335  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM2335
 CM2335  HORZ ORDER  -  THIRD
 CM2335
 CM2335.This mark is at Thomas C Russell Fld Airport (ALX)
 CM2335
 CM2335.The horizontal coordinates were established by GPS observations
 CM2335.and adjusted by the National Geodetic Survey in December 1992..
 CM2335
 CM2335.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2335.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2335
 CM2335.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2335
 CM2335.The geoid height was determined by GEOID03.
 CM2335
 CM2335;                    North         East     Units Scale Factor Converg.
 CM2335;SPC AL E     -   267,953.698   187,916.677   MT  0.99996180   -0 04 12.7
 CM2335;UTM  16      - 3,642,518.670   597,010.778   MT  0.99971604   +0 33 49.8
 CM2335
 CM2335!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2335!SPC AL E     -   0.99997325  x   0.99996180  =   0.99993505
 CM2335!UTM  16      -   0.99997325  x   0.99971604  =   0.99968930
 CM2335
 CM2335:                Primary Azimuth Mark                     Grid Az
 CM2335:SPC AL E     -  ALEXPORT AZ MK                           177 01 43.9
 CM2335:UTM  16      -  ALEXPORT AZ MK                           176 23 41.4
 CM2335
 CM2335|---------------------------------------------------------------------|
 CM2335| PID    Reference Object                     Distance      Geod. Az  |
 CM2335|                                                           dddmmss.s |
 CM2335| CM2338 ALEXPORT AZ MK                      APPROX. 0.7 KM 1765731.2 |
 CM2335|---------------------------------------------------------------------|
 CM2335
 CM2335                          SUPERSEDED SURVEY CONTROL
 CM2335
 CM2335  NAD 83(1986)-  32 54 59.76917(N)    085 57 45.05548(W) AD(       ) 3
 CM2335  NAD 27      -  32 54 59.32053(N)    085 57 45.18806(W) AD(       ) 3
 CM2335  NGVD 29 (02/20/88)  199.5    (m)          655.     (f) GPS OBS        
 CM2335
 CM2335.Superseded values are not recommended for survey control.
 CM2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2335.See file dsdata.txt to determine how the superseded data were derived.
 CM2335
 CM2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9701142519(NAD 83)
 CM2335_MARKER: DH = HORIZONTAL CONTROL DISK
 CM2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2335_SP_SET: CONCRETE POST
 CM2335_STAMPING: ALEXPORT 1986
 CM2335_MARK LOGO: CGS   
 CM2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2335+STABILITY: SURFACE MOTION
 CM2335_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2335+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1987
 CM2335
 CM2335  HISTORY     - Date     Condition        Report By
 CM2335  HISTORY     - 1986     MONUMENTED       NGS
 CM2335  HISTORY     - 19870612 GOOD
 CM2335
 CM2335                          STATION DESCRIPTION
 CM2335
 CM2335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CM2335'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTH OF ALEXANDER CITY
 CM2335'AT THE THOMAS C RUSSELL FIELD AND NEAR THE TERMINAL BUILDING.
 CM2335'OWNERSHIP--PUBLIC/CITY OF ALEXANDER CITY, P.O. BOX 557, ALEXANDER
 CM2335'CITY, AL. 35010 TELEPHONE 205-329-9057.  MANAGER - RANDALL ADAMS, RT
 CM2335'5 BOX 487, ALEXANDER CITY, AL. TELEPHONE 205-329-2449.
 CM2335'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CM2335'HIGHWAYS 22 AND 63 SOUTH IN ALEXANDER CITY, GO NORTH ON HIGHWAY 280
 CM2335'AND 22 FOR 0.5 KM (0.4 MI) TO A CROSSROAD, OLD HIGHWAY 280.  TURN
 CM2335'LEFT ON OLD HIGHWAY 280 AND GO WEST FOR 0.3 KM (0.2 MI) TO A ROAD
 CM2335'LEFT, AIRPORT ENTRANCE (AIRPORT CIRCLE).  TURN LEFT AND BEAR LEFT ON
 CM2335'AIRPORT CIRCLE FOR 0.4 KM (0.25 MI) TO GATE AND AIRPORT TERMINAL ON
 CM2335'LEFT.  TURN LEFT THROUGH GATE AND GO SOUTH ON A GRAVEL DIRVE FOR
 CM2335'0.1 KM (0.05 MI) TO A TAXIWAY AND RAMP.  CONTINUE AHEAD ON TAXIWAY
 CM2335'FOR 0.1 KM (0.05 MI) TO A RAMP RIGHT.  TURN RIGHT AND GO WEST ON
 CM2335'RAMP FOR 0.1 KM (0.05 MI) TO STATION ON RIGHT.
 CM2335'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 15 METERS
 CM2335'(49.5 FT) SOUTHEAST FROM A CONCRETE CABLE MARKER, 33.6 METERS
 CM2335'(110.3 FT) NORTH FROM CENTER OF A RAMP, 50.1 METERS (164.5 FT)
 CM2335'EAST FROM CENTER OF THE RUNWAY, 55.1 METERS (181 FT) SOUTH FROM
 CM2335'CENTER OF THE NORTHER MOST RAMP, 77.1 METERS (253 FT) WEST FROM
 CM2335'CENTER A SHORT TAXIWAY AND 83.8 METERS (275 FT) SOUTH-SOUTHWEST
 CM2335'FROM THE SOUTHWEST CORNER OF THE TERMINAL BUILDING.  THE
 CM2335'UNDERGROUND MARK IS SET 1 METER BELOW THE GROUND.
 CM2335'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 CM2335
 CM2335                          STATION RECOVERY (1987)
 CM2335
 CM2335'RECOVERED 1987
 CM2335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2338 ***********************************************************************
 CM2338  DESIGNATION -  ALEXPORT AZ MK
 CM2338  PID         -  CM2338
 CM2338  STATE/COUNTY-  AL/TALLAPOOSA
 CM2338  USGS QUAD   -  ALEXANDER CITY (1983)
 CM2338
 CM2338                         *CURRENT SURVEY CONTROL
 CM2338  ___________________________________________________________________
 CM2338* NAD 83(1992)-  32 54 37.41701(N)    085 57 43.64707(W)     ADJUSTED  
 CM2338* NAVD 88     -       188.5    (meters)     618.     (feet)  VERTCON   
 CM2338  ___________________________________________________________________
 CM2338  LAPLACE CORR-          -0.63  (seconds)                    DEFLEC99
 CM2338  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM2338
 CM2338  HORZ ORDER  -  THIRD
 CM2338
 CM2338.This mark is at Thomas C Russell Fld Airport (ALX)
 CM2338
 CM2338.The horizontal coordinates were established by GPS observations
 CM2338.and adjusted by the National Geodetic Survey in September 1997..
 CM2338
 CM2338.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2338.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2338
 CM2338.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2338
 CM2338.The geoid height was determined by GEOID03.
 CM2338
 CM2338;                    North         East     Units Scale Factor Converg.
 CM2338;SPC AL E     -   267,265.300   187,952.407   MT  0.99996179   -0 04 11.9
 CM2338;UTM  16      - 3,641,830.878   597,054.111   MT  0.99971614   +0 33 50.2
 CM2338
 CM2338!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2338!SPC AL E     -   0.99997499  x   0.99996179  =   0.99993678
 CM2338!UTM  16      -   0.99997499  x   0.99971614  =   0.99969114
 CM2338
 CM2338:                Primary Azimuth Mark                     Grid Az
 CM2338:SPC AL E     -  ALEXPORT                                 357 01 43.9
 CM2338:UTM  16      -  ALEXPORT                                 356 23 41.8
 CM2338
 CM2338|---------------------------------------------------------------------|
 CM2338| PID    Reference Object                     Distance      Geod. Az  |
 CM2338|                                                           dddmmss.s |
 CM2338| CM2335 ALEXPORT                            APPROX. 0.7 KM 3565732.0 |
 CM2338|---------------------------------------------------------------------|
 CM2338
 CM2338                          SUPERSEDED SURVEY CONTROL
 CM2338
 CM2338  NAD 83(1992)-  32 54 37.41701(N)    085 57 43.64707(W) AD(       ) 3
 CM2338  NAD 83(1986)-  32 54 37.42377(N)    085 57 43.64799(W) AD(       ) 3
 CM2338  NAD 27      -  32 54 36.97460(N)    085 57 43.78073(W) AD(       ) 3
 CM2338  NGVD 29 (02/20/88)  188.4    (m)          618.     (f) GPS OBS        
 CM2338
 CM2338.Superseded values are not recommended for survey control.
 CM2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2338.See file dsdata.txt to determine how the superseded data were derived.
 CM2338
 CM2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9705441831(NAD 83)
 CM2338_MARKER: DZ = AZIMUTH MARK DISK
 CM2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2338_SP_SET: CONCRETE POST
 CM2338_STAMPING: ALEXPORT 1986
 CM2338_MARK LOGO: CGS   
 CM2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2338+STABILITY: SURFACE MOTION
 CM2338_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2338+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1987
 CM2338
 CM2338  HISTORY     - Date     Condition        Report By
 CM2338  HISTORY     - 1986     MONUMENTED       NGS
 CM2338  HISTORY     - 19870608 GOOD
 CM2338
 CM2338                          STATION DESCRIPTION
 CM2338
 CM2338'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CM2338'THE STATION IS LOCATED ABOUT 2.9 KM (1.8 MI) SOUTH OF ALEXANDER CITY
 CM2338'AT THE THOMAS C. RUSSEL FIELD AND NEAR THE END OF RUNWAY 36.
 CM2338'OWNERSHIP--PUBLIC/CITY OF ALEXANDER CITY, P.O. BOX 552, ALEXANDER
 CM2338'CITY, AL. 35010, TELEPHONE 205-329-9057.  MANAGER - RANDALL ADAMS,
 CM2338'RT 5 BOX 487, ALEXANDER CITY, AL., TELEPHONE 205-329-2449.
 CM2338'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND STATE
 CM2338'HIGHWAYS 22 AND 63 SOUTH OF ALEXANDER CITY, GO NORTH ON HIGHWAY 280
 CM2338'AND 22 FOR 0.5 KM (0.4 MI) TO A CROSSROAD, OLD HIGHWAY 280.  TURN
 CM2338'LEFT ON OLD HIGHWAY 280 AND GO WEST FOR 0.3 KM (0.2 MI) TO A ROAD
 CM2338'LEFT AIRPORT ENTRANCE.  TURN LEFT AND BEAR LEFT ON AIRPORT CIRCLE
 CM2338'FOR 0.4 KM (0.25 MI) TO GATE AND AIRPORT TERMINAL ON LEFT.  TURN
 CM2338'LEFT THROUGH GATE AND GO SOUTH ON A GRAVEL DRIVE FOR 0.1 KM
 CM2338'(0.05 MI) TO A TAXIWAY AND RAMP.  CONTINUE AHEAD ON TAXIWAY FOR
 CM2338'0.1 KM (0.05 MI) TO A RAMP RIGHT.  TURN RIGHT AND GO WEST ON RAMP
 CM2338'FOR 0.1 KM (0.05 MI) TO STATION ALEXPORT ON RIGHT.  TURN LEFT ON
 CM2338'RUNWAY AND GO SOUTH FOR 0.7 KM (0.45 MI) TO THE STATION ON LEFT
 CM2338'NEAR THE END OF RUNWAY 36.
 CM2338'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 56.9 METERS
 CM2338'(187 FT) EAST FROM THE CENTER OF RUNWAY, 42 METERS (138 FT) SOUTH
 CM2338'FROM A CULVERT DRAIN, 34.4 METERS (113.5 FT) WEST FROM THE CENTER
 CM2338'OF TAXIWAY AND 29.4 METERS (96.5 FT) NORTH FROM THE CENTER OF
 CM2338'SOUTHERN MOST RAMP.  THE UNDERGROUND MARK IS SET IN A DRILL HOLE
 CM2338'IN BEDROCK 0.8 METER BELOW THE GROUND.
 CM2338'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 CM2338
 CM2338                          STATION RECOVERY (1987)
 CM2338
 CM2338'RECOVERED 1987
 CM2338'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0375 ***********************************************************************
 DJ0375  DESIGNATION -  ALICEVILLE
 DJ0375  PID         -  DJ0375
 DJ0375  STATE/COUNTY-  AL/PICKENS
 DJ0375  USGS QUAD   -  ALICEVILLE NORTH (1980)
 DJ0375
 DJ0375                         *CURRENT SURVEY CONTROL
 DJ0375  ___________________________________________________________________
 DJ0375* NAD 83(1992)-  33 08 05.03255(N)    088 09 09.01141(W)     ADJUSTED  
 DJ0375* NAVD 88     -        58.003  (meters)     190.30   (feet)  ADJUSTED  
 DJ0375  ___________________________________________________________________
 DJ0375  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DJ0375  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DJ0375  DYNAMIC HT  -          57.939 (meters)     190.09  (feet)  COMP
 DJ0375  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 DJ0375
 DJ0375  HORZ ORDER  -  SECOND
 DJ0375  VERT ORDER  -  SECOND    CLASS 0
 DJ0375
 DJ0375.The horizontal coordinates were established by classical geodetic methods
 DJ0375.and adjusted by the National Geodetic Survey in December 1992..
 DJ0375
 DJ0375.The orthometric height was determined by differential leveling
 DJ0375.and adjusted by the National Geodetic Survey in June 1991..
 DJ0375
 DJ0375.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0375
 DJ0375.The geoid height was determined by GEOID03.
 DJ0375
 DJ0375.The dynamic height is computed by dividing the NAVD 88
 DJ0375.geopotential number by the normal gravity value computed on the
 DJ0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0375.degrees latitude (g = 980.6199 gals.).
 DJ0375
 DJ0375.The modeled gravity was interpolated from observed gravity values.
 DJ0375
 DJ0375;                    North         East     Units Scale Factor Converg.
 DJ0375;SPC AL W     -   347,743.432   539,117.855   MT  0.99997902   -0 21 24.0
 DJ0375;UTM  16      - 3,666,814.464   392,498.946   MT  0.99974249   -0 37 48.1
 DJ0375
 DJ0375!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0375!SPC AL W     -   0.99999542  x   0.99997902  =   0.99997444
 DJ0375!UTM  16      -   0.99999542  x   0.99974249  =   0.99973791
 DJ0375
 DJ0375|---------------------------------------------------------------------|
 DJ0375| PID    Reference Object                     Distance      Geod. Az  |
 DJ0375|                                                           dddmmss.s |
 DJ0375| DJ1839 ALICEVILLE MUNICIPAL TANK            16.949 METERS 09459     |
 DJ0375| CF9304 ALICEVILLE RM 1                      30.361 METERS 12559     |
 DJ0375| DJ1840 ALICEVILLE MUN STANDPIPE            136.227 METERS 12643     |
 DJ0375| DJ1842 ALICEVILLE ALABAMA MILLS TANK       APPROX. 1.4 KM 2215751.0 |
 DJ0375| CF9303 ALICEVILLE AZ MK                                   2231422.8 |
 DJ0375| CF9305 ALICEVILLE RM 2                      23.682 METERS 23646     |
 DJ0375|---------------------------------------------------------------------|
 DJ0375
 DJ0375                          SUPERSEDED SURVEY CONTROL
 DJ0375
 DJ0375  NAD 83(1986)-  33 08 05.03905(N)    088 09 09.01344(W) AD(       ) 2
 DJ0375  NAD 27      -  33 08 04.59500(N)    088 09 08.91400(W) AD(       ) 2
 DJ0375  NGVD 29 (??/??/92)   57.960  (m)          190.16   (f) ADJ UNCH    2 0
 DJ0375
 DJ0375.Superseded values are not recommended for survey control.
 DJ0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0375.See file dsdata.txt to determine how the superseded data were derived.
 DJ0375
 DJ0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9249966814(NAD 83)
 DJ0375_MARKER: DB = BENCH MARK DISK
 DJ0375_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0375_SP_SET: BUILDING
 DJ0375_STAMPING: 190.196 ALICEVILLE 1934
 DJ0375_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0375
 DJ0375  HISTORY     - Date     Condition        Report By
 DJ0375  HISTORY     - 1934     MONUMENTED       CGS
 DJ0375  HISTORY     - 1944     GOOD             NGS
 DJ0375  HISTORY     - 1955     GOOD             CGS
 DJ0375  HISTORY     - 1974     GOOD             LOCENG
 DJ0375
 DJ0375                          STATION DESCRIPTION
 DJ0375
 DJ0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DJ0375'IN ALICEVILLE.
 DJ0375'AT ALICEVILLE, PICKENS COUNTY, AT THE HIGH SCHOOL, IN THE FRONT BRICK
 DJ0375'WALL, 6 FEET NORTH OF THE CENTER OF THE DOUBLE DOORS AT THE MOST
 DJ0375'NORTHERN MAIN ENTRANCE, 2 FEET ABOVE THE TOP OF THE CONCRETE STEPS,
 DJ0375'AND 4 FEET ABOVE THE LEVEL OF THE GROUND.  A STANDARD DISK, STAMPED
 DJ0375'190.196 ALICEVILLE 1934 AND SET VERTICALLY.
 DJ0375
 DJ0375                          STATION RECOVERY (1944)
 DJ0375
 DJ0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DJ0375'RECOVERED IN GOOD CONDITION.
 DJ0375
 DJ0375                          STATION RECOVERY (1955)
 DJ0375
 DJ0375'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ0375'STATION IS LOCATED IN THE NORTH EDGE OF ALICEVILLE, ATOP A
 DJ0375'PROMINENT HILL ON CITY PROPERTY.  IT IS 32 FEET WEST OF THE WEST
 DJ0375'EDGE OF THE MUN WATER TANK AND 28 FEET SOUTHEAST OF A POWER
 DJ0375'LINE POLE.  THE MARK IS FLUSH AND THE DISK IS STAMPED ALICEVILLE
 DJ0375'1955.
 DJ0375'
 DJ0375'REFERENCE MARK NO. 1 IS 37 FEET SOUTHEAST OF THE CENTER OF A
 DJ0375'CONCRETE PUMP HOUSING, 2 FEET WEST OF A FENCE LINE AND 15 FEET
 DJ0375'NORTH OF A FENCE CORNER.  THE MARK IS FLUSH AND THE DISK IS
 DJ0375'STAMPED ALICEVILLE NO 1 1955.
 DJ0375'
 DJ0375'REFERENCE MARK NO. 2 IS 33 FEET NORTHEAST OF A 18 INCH PINE TREE,
 DJ0375'21 FEET NORTH OF A DIRT ROAD, 21 FEET SOUTHWEST OF A SMALL
 DJ0375'CONCRETE CULVERT AND 5 FEET SOUTHEAST OF A 6 INCH PINE TREE.  THE
 DJ0375'MARK PROJECTS ABOUT 2 INCHES AND THE MARK IS STAMPED ALICEVILLE
 DJ0375'NO 2 1955.
 DJ0375'
 DJ0375'AZIMUTH MARK IS 192 FEET NORTH OF THE INTERSECTION OF 5TH. STREET
 DJ0375'AND 4TH. AVE. N.W., 29 FEET WEST OF THE CENTER OF 5TH. STREET
 DJ0375'AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT
 DJ0375'2 INCHES AND THE DISK IS STAMPED ALICEVILLE 1955.
 DJ0375'
 DJ0375'TO REACH THE STATION FROM THE JUNCTION OF 5TH. STREET AND 4TH.
 DJ0375'AVE. N.W., ABOUT 200 FEET NORTH OF THE DEPOT IN ALICEVILLE, GO
 DJ0375'EAST ON 4TH. AVE. N.W. FOR 0.2 MILE TO BROAD STREET, TURN LEFT
 DJ0375'AND GO NORTH UP HILL ON BROAD STREET FOR 0.25 MILE TO END OF
 DJ0375'STREET, TURN LEFT THROUGH YARD AND GO WEST FOR 0.1 MILE TO THE
 DJ0375'STATION AS DESCRIBED.
 DJ0375'
 DJ0375'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ0375
 DJ0375                          STATION RECOVERY (1974)
 DJ0375
 DJ0375'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB)
 DJ0375'ALICEVILLE 1955 RECOVERED EXCELLENT.  FOUND STA AND RM 1.
 DJ0375'
 DJ0375'DISTANCE AND DIRECTION FROM NEAREST TOWN--IN ALICEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1842 ***********************************************************************
 DJ1842  DESIGNATION -  ALICEVILLE ALABAMA MILLS TANK
 DJ1842  PID         -  DJ1842
 DJ1842  STATE/COUNTY-  AL/PICKENS
 DJ1842  USGS QUAD   -  ALICEVILLE NORTH (1980)
 DJ1842
 DJ1842                         *CURRENT SURVEY CONTROL
 DJ1842  ___________________________________________________________________
 DJ1842* NAD 83(1992)-  33 07 30.76139(N)    088 09 45.63658(W)     ADJUSTED  
 DJ1842* NAVD 88     -                                                        
 DJ1842  ___________________________________________________________________
 DJ1842  LAPLACE CORR-          -1.08  (seconds)                    DEFLEC99
 DJ1842  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DJ1842
 DJ1842  HORZ ORDER  -  THIRD
 DJ1842
 DJ1842.The horizontal coordinates were established by classical geodetic methods
 DJ1842.and adjusted by the National Geodetic Survey in December 1992..
 DJ1842
 DJ1842
 DJ1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1842
 DJ1842.The geoid height was determined by GEOID03.
 DJ1842
 DJ1842;                    North         East     Units Scale Factor Converg.
 DJ1842;SPC AL W     -   346,693.623   538,161.906   MT  0.99998046   -0 21 43.7
 DJ1842;UTM  16      - 3,665,769.473   391,538.226   MT  0.99974504   -0 38 07.6
 DJ1842
 DJ1842                          SUPERSEDED SURVEY CONTROL
 DJ1842
 DJ1842  NAD 83(1986)-  33 07 30.76778(N)    088 09 45.63877(W) AD(       ) 4
 DJ1842  NAD 27      -  33 07 30.32200(N)    088 09 45.53800(W) AD(       ) 3
 DJ1842
 DJ1842.Superseded values are not recommended for survey control.
 DJ1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1842.See file dsdata.txt to determine how the superseded data were derived.
 DJ1842
 DJ1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9153865769(NAD 83)
 DJ1842_MARKER: 53 = ELEVATED TANK
 DJ1842
 DJ1842  HISTORY     - Date     Condition        Report By
 DJ1842  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1842
 DJ1842                          STATION DESCRIPTION
 DJ1842
 DJ1842'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1842'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE WATER
 DJ1842'TANK, LOCATED IN THE WEST SECTION OF ALICEVILLE, ABOUT 150 FEET
 DJ1842'NORTH OF THE NORTHEAST CORNER OF THE ALABAMA MILLS PLANT, 75 FEET
 DJ1842'NORTH OF THE CENTER OF ALABAMA STREET AND 45 FEET EAST OF THE
 DJ1842'CENTER OF 3RD. AVE.  IT IS A RATHER LARGE STEEL TANK, ATOP A 4
 DJ1842'LEGGED STEEL STRUCTURE WHICH IS PAINTED SILVER.  THE TANK HAS
 DJ1842'A FLAT CONICAL ROOF, VERTICAL SIDES AND A DEEP OVAL BOTTON.
 DJ1842'THE TOTAL HEIGHT IS ABOUT 125 FEET.  THE TANK IS PAINTED SILVER
 DJ1842'AND HAS THE LEGEND ALABAMA MILLS INCORPORATED ALICEVILLE
 DJ1842'DIVISION PAINTED IN A CIRCULAR FASHION IN BLACK LETTERS ON
 DJ1842'THE EAST SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1840 ***********************************************************************
 DJ1840  DESIGNATION -  ALICEVILLE MUN STANDPIPE
 DJ1840  PID         -  DJ1840
 DJ1840  STATE/COUNTY-  AL/PICKENS
 DJ1840  USGS QUAD   -  ALICEVILLE NORTH (1980)
 DJ1840
 DJ1840                         *CURRENT SURVEY CONTROL
 DJ1840  ___________________________________________________________________
 DJ1840* NAD 83(1992)-  33 08 02.38869(N)    088 09 04.79860(W)     ADJUSTED  
 DJ1840* NAVD 88     -                                                        
 DJ1840  ___________________________________________________________________
 DJ1840  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 DJ1840  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DJ1840
 DJ1840  HORZ ORDER  -  THIRD
 DJ1840
 DJ1840.The horizontal coordinates were established by classical geodetic methods
 DJ1840.and adjusted by the National Geodetic Survey in December 1992..
 DJ1840
 DJ1840
 DJ1840.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1840
 DJ1840.The geoid height was determined by GEOID03.
 DJ1840
 DJ1840;                    North         East     Units Scale Factor Converg.
 DJ1840;SPC AL W     -   347,661.306   539,226.539   MT  0.99997886   -0 21 21.7
 DJ1840;UTM  16      - 3,666,731.839   392,607.212   MT  0.99974220   -0 37 45.8
 DJ1840
 DJ1840                          SUPERSEDED SURVEY CONTROL
 DJ1840
 DJ1840  NAD 83(1986)-  33 08 02.39516(N)    088 09 04.80067(W) AD(       ) 4
 DJ1840  NAD 27      -  33 08 01.95100(N)    088 09 04.70100(W) AD(       ) 3
 DJ1840
 DJ1840.Superseded values are not recommended for survey control.
 DJ1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1840.See file dsdata.txt to determine how the superseded data were derived.
 DJ1840
 DJ1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9260766732(NAD 83)
 DJ1840_MARKER: 52 = STANDPIPE TANK
 DJ1840
 DJ1840  HISTORY     - Date     Condition        Report By
 DJ1840  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1840
 DJ1840                          STATION DESCRIPTION
 DJ1840
 DJ1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1840'STATION IS THE CENTER OF THE ROOF OF THE MUNICIPAL STANDPIPE,
 DJ1840'LOCATED IN THE NORTH SECTION OF ALICEVILLE, NEAR THE TOP OF A
 DJ1840'PROMINENT HILL, ABOUT 65 FEET NORTHEAST OF THE INTERSECTION OF
 DJ1840'BROAD STREET AND 6TH. AVE. NW.  IT IS A STEEL STANDPIPE, ABOUT 12
 DJ1840'FEET IN DIAMETER AND 80 FEET HIGH AND IS PAINTED SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1839 ***********************************************************************
 DJ1839  DESIGNATION -  ALICEVILLE MUNICIPAL TANK
 DJ1839  PID         -  DJ1839
 DJ1839  STATE/COUNTY-  AL/PICKENS
 DJ1839  USGS QUAD   -  ALICEVILLE NORTH (1980)
 DJ1839
 DJ1839                         *CURRENT SURVEY CONTROL
 DJ1839  ___________________________________________________________________
 DJ1839* NAD 83(1992)-  33 08 04.98474(N)    088 09 08.35998(W)     ADJUSTED  
 DJ1839* NAVD 88     -                                                        
 DJ1839  ___________________________________________________________________
 DJ1839  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DJ1839  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DJ1839
 DJ1839  HORZ ORDER  -  THIRD
 DJ1839
 DJ1839.The horizontal coordinates were established by classical geodetic methods
 DJ1839.and adjusted by the National Geodetic Survey in December 1992..
 DJ1839
 DJ1839
 DJ1839.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1839
 DJ1839.The geoid height was determined by GEOID03.
 DJ1839
 DJ1839;                    North         East     Units Scale Factor Converg.
 DJ1839;SPC AL W     -   347,741.855   539,134.730   MT  0.99997899   -0 21 23.7
 DJ1839;UTM  16      - 3,666,812.806   392,515.809   MT  0.99974244   -0 37 47.8
 DJ1839
 DJ1839                          SUPERSEDED SURVEY CONTROL
 DJ1839
 DJ1839  NAD 83(1986)-  33 08 04.99108(N)    088 09 08.36203(W) AD(       ) 4
 DJ1839  NAD 27      -  33 08 04.54700(N)    088 09 08.26200(W) AD(       ) 3
 DJ1839
 DJ1839.Superseded values are not recommended for survey control.
 DJ1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1839.See file dsdata.txt to determine how the superseded data were derived.
 DJ1839
 DJ1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9251666813(NAD 83)
 DJ1839_MARKER: 51 = TANK
 DJ1839
 DJ1839  HISTORY     - Date     Condition        Report By
 DJ1839  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1839
 DJ1839                          STATION DESCRIPTION
 DJ1839
 DJ1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1839'STATION IS THE CENTER OF THE TOP OF THE MUNICIPAL WATER TANK LOCATED
 DJ1839'ATOP A PROMINENT HILL IN THE NORTH SECTION OF ALICEVILLE, ABOUT 200
 DJ1839'FEET NORTH OF 6TH. AVE. NW AND 200 FEET WEST OF BROAD STREET.
 DJ1839'IT IS A LARGE, LOW, STEEL TANK, ABOUT 45 FEET HIGH AND IS
 DJ1839'46.56 FEET IN DIAMETER.  THE TANK IS PAINTED SILVER.
 DJ1839'
 DJ1839'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ALICEVILLE
 DJ1839'TO THE COMPUTED CENTER OF THE TANK AND THE DISTANCE IS 55.6 FEET
 DJ1839'(16.95 METERS).  THE POINT OBSERVED ON WAS THE CENTER OF A SMALL
 DJ1839'METAL CAP AT THE CENTER OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3094 ***********************************************************************
 CN3094  DESIGNATION -  ALLISON
 CN3094  PID         -  CN3094
 CN3094  STATE/COUNTY-  AL/GREENE
 CN3094  USGS QUAD   -  EUTAW (1980)
 CN3094
 CN3094                         *CURRENT SURVEY CONTROL
 CN3094  ___________________________________________________________________
 CN3094* NAD 83(1992)-  32 48 39.85550(N)    087 56 47.32744(W)     ADJUSTED  
 CN3094* NAVD 88     -        56.     (meters)     184.     (feet)  SCALED    
 CN3094  ___________________________________________________________________
 CN3094  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 CN3094  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CN3094
 CN3094  HORZ ORDER  -  THIRD
 CN3094
 CN3094.The horizontal coordinates were established by classical geodetic methods
 CN3094.and adjusted by the National Geodetic Survey in May 1994..
 CN3094
 CN3094.The orthometric height was scaled from a topographic map.
 CN3094
 CN3094.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3094
 CN3094.The geoid height was determined by GEOID03.
 CN3094
 CN3094;                    North         East     Units Scale Factor Converg.
 CN3094;SPC AL W     -   311,749.388   558,188.935   MT  0.99995488   -0 14 31.0
 CN3094;UTM  16      - 3,630,739.160   411,394.162   MT  0.99969680   -0 30 46.5
 CN3094
 CN3094!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3094!SPC AL W     -   0.99999578  x   0.99995488  =   0.99995066
 CN3094!UTM  16      -   0.99999578  x   0.99969680  =   0.99969258
 CN3094
 CN3094:                Primary Azimuth Mark                     Grid Az
 CN3094:SPC AL W     -  EUTAW MUNICIPAL TANK                     059 00 37.0
 CN3094:UTM  16      -  EUTAW MUNICIPAL TANK                     059 16 52.5
 CN3094
 CN3094|---------------------------------------------------------------------|
 CN3094| PID    Reference Object                     Distance      Geod. Az  |
 CN3094|                                                           dddmmss.s |
 CN3094| CN3099 EUTAW MUNICIPAL TANK                APPROX. 6.5 KM 0584606.0 |
 CN3094| CF9310 ALLISON RM 1                         26.112 METERS 22839     |
 CN3094| CF9309 ALLISON AZ MK                                      2312236.8 |
 CN3094| CF9311 ALLISON RM 2                         30.757 METERS 32128     |
 CN3094|---------------------------------------------------------------------|
 CN3094
 CN3094                          SUPERSEDED SURVEY CONTROL
 CN3094
 CN3094  NAD 83(1992)-  32 48 39.85595(N)    087 56 47.32810(W) AD(       ) 3
 CN3094  NAD 83(1986)-  32 48 39.86236(N)    087 56 47.33126(W) AD(       ) 3
 CN3094  NAD 27      -  32 48 39.39600(N)    087 56 47.27500(W) AD(       ) 3
 CN3094
 CN3094.Superseded values are not recommended for survey control.
 CN3094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3094.See file dsdata.txt to determine how the superseded data were derived.
 CN3094
 CN3094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1139430739(NAD 83)
 CN3094_MARKER: DS = TRIANGULATION STATION DISK
 CN3094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3094
 CN3094  HISTORY     - Date     Condition        Report By
 CN3094  HISTORY     - 1955     MONUMENTED       CGS
 CN3094
 CN3094                          STATION DESCRIPTION
 CN3094
 CN3094'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CN3094'STATION IS LOCATED ALONG U.S. HIGHWAY 11, ABOUT 5 MILES NORTHEAST
 CN3094'OF BOLIGEE AND ABOUT 5-1/2 MILES SOUTHWEST OF EUTAW AND IS ON
 CN3094'ROAD-RIGHT-OF-WAY.  IT IS 87 FEET SOUTH OF THE INTERSECTION
 CN3094'OF U.S. HIGHWAY 11 AND A DIRT ROAD NORTHWEST, 50 FEET SOUTHEAST
 CN3094'OF THE CENTER OF U.S. HIGHWAY 11, 2 FEET SOUTHWEST OF A WHITE
 CN3094'WITNESS POST AND 1 FOOT NORTHWEST OF A FENCE LINE.  THE MARK IS
 CN3094'FLUSH AND THE DISK IS STAMPED ALLISON 1955.
 CN3094'
 CN3094'REFERENCE MARK NO. 1 IS 50 FEET SOUTHEAST OF THE CENTER OF
 CN3094'U.S. HIGHWAY 11 AND 2 FEET NORTHWEST OF A FENCE LINE.  THE
 CN3094'MARK IS FLUSH AND THE DISK IS STAMPED ALLISON NO 1 1955.
 CN3094'
 CN3094'REFERENCE MARK NO. 2 IS 49 FEET NORTHWEST OF THE CENTER OF U.S.
 CN3094'HIGHWAY 11 AND 1 FOOT SOUTHEAST OF A FENCE LINE.  THE MARK
 CN3094'IS FLUSH AND THE DISK IS STAMPED ALLISON NO 2 1955.
 CN3094'
 CN3094'AZIMUTH MARK IS 49 FEET NORTHWEST OF THE CENTER OF U.S.
 CN3094'HIGHWAY 11, 2 FEET NORTHEAST OF A WHITE WITNESS POST AND 1
 CN3094'FOOT SOUTHEAST OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND
 CN3094'THE DISK IS STAMPED ALLISON 1955.
 CN3094'
 CN3094'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11
 CN3094'AND A PAVED CROSSROAD IN BOLIGEE, GO NORTHEAST ON HIGHWAY 11
 CN3094'FOR 5.8 MILES TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 CN3094'CONTINUE NORTHEAST ON HIGHWAY 11 FOR 0.35 MILE TO THE STATION
 CN3094'ON THE RIGHT AS DESCRIBED.
 CN3094'
 CN3094'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1194 ***********************************************************************
 CO1194  DESIGNATION -  ALLISON
 CO1194  PID         -  CO1194
 CO1194  STATE/COUNTY-  AL/CHOCTAW
 CO1194  USGS QUAD   -  JACHIN (1986)
 CO1194
 CO1194                         *CURRENT SURVEY CONTROL
 CO1194  ___________________________________________________________________
 CO1194* NAD 83(1992)-  32 09 43.28250(N)    088 09 16.45239(W)     ADJUSTED  
 CO1194* NAVD 88     -        91.2    (meters)     299.     (feet)  VERTCON   
 CO1194  ___________________________________________________________________
 CO1194  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CO1194  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CO1194
 CO1194  HORZ ORDER  -  FIRST
 CO1194
 CO1194.The horizontal coordinates were established by classical geodetic methods
 CO1194.and adjusted by the National Geodetic Survey in May 1994..
 CO1194
 CO1194.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1194.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1194
 CO1194.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1194
 CO1194.The geoid height was determined by GEOID03.
 CO1194
 CO1194;                    North         East     Units Scale Factor Converg.
 CO1194;SPC AL W     -   239,877.227   538,260.159   MT  0.99998032   -0 20 54.4
 CO1194;UTM  16      - 3,558,978.878   391,133.675   MT  0.99974616   -0 36 52.8
 CO1194
 CO1194!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1194!SPC AL W     -   0.99999005  x   0.99998032  =   0.99997037
 CO1194!UTM  16      -   0.99999005  x   0.99974616  =   0.99973622
 CO1194
 CO1194|---------------------------------------------------------------------|
 CO1194| PID    Reference Object                     Distance      Geod. Az  |
 CO1194|                                                           dddmmss.s |
 CO1194| CF9308 ALLISON RM 2                         20.664 METERS 05338     |
 CO1194| CO1195 RUDDER HILL LOT                       3.830 METERS 18710     |
 CO1194| CO1192 BUTLER MUNICIPAL TANK               APPROX.10.1 KM 2184436.1 |
 CO1194| CO1193 ALLISON RM 3                          9.016 METERS 25608     |
 CO1194| CF9306 ALLISON AZ MK                        48.158 METERS 25609     |
 CO1194| CF9307 ALLISON RM 1                         26.684 METERS 33859     |
 CO1194| CO1186 EUBANKS                             APPROX.11.9 KM 3573139.5 |
 CO1194|---------------------------------------------------------------------|
 CO1194
 CO1194                          SUPERSEDED SURVEY CONTROL
 CO1194
 CO1194  NAD 83(1992)-  32 09 43.28547(N)    088 09 16.45156(W) AD(       ) 1
 CO1194  NAD 83(1986)-  32 09 43.29410(N)    088 09 16.45603(W) AD(       ) 1
 CO1194  NAD 27      -  32 09 42.77500(N)    088 09 16.38100(W) AD(       ) 1
 CO1194  NGVD 29 (07/19/86)   91.2    (m)          299.     (f) VERT ANG       
 CO1194
 CO1194.Superseded values are not recommended for survey control.
 CO1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1194.See file dsdata.txt to determine how the superseded data were derived.
 CO1194
 CO1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9113458979(NAD 83)
 CO1194_MARKER: DS = TRIANGULATION STATION DISK
 CO1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1194
 CO1194  HISTORY     - Date     Condition        Report By
 CO1194  HISTORY     - 1938     MONUMENTED       CGS
 CO1194  HISTORY     - 1956     GOOD             CGS
 CO1194  HISTORY     - 1964     GOOD             ALHD
 CO1194  HISTORY     - 1973     GOOD             NGS
 CO1194
 CO1194                          STATION DESCRIPTION
 CO1194
 CO1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 CO1194'STATION IS ON A PROMINENT HEAVILY-TIMBERED KNOLL, IN THE NE 1/4 OF
 CO1194'SEC. 2L, T 14 N, R 2 W, APPROXIMATELY 6.2 MILES AIRLINE NE OF
 CO1194'BUTLER, AND 7.5 MILES AIRLINE E OF LISMAN, IN A SMALL CLEARING
 CO1194'FORMERLY THE SITE OF A HOUSE, THE LAND OWNED BY THE ALLISON LUMBER
 CO1194'CO., STATION IS AT THE HIGHEST POINT OF THE KNOLL, 52 FEET ESE OF
 CO1194'AN OLD WELL, AND PROTRUDES 3 INCHES.
 CO1194'
 CO1194'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 CO1194'BRONZE DISKS SET IN CONCRETE.
 CO1194'
 CO1194'REFERENCE MARK NO.1 IS N BY W OF STATION, APPROXIMATELY
 CO1194'10 FEET BELOW LEVEL OF STATION, AND PROTRUDES 7 INCHES.  REFERENCE
 CO1194'MARK NO.2 IS NE OF STATION, APPROXIMATELY 6 FEET BELOW LEVEL OF
 CO1194'STATION, AND PROTRUDES 1 FOOT.
 CO1194'
 CO1194'AZIMUTH MARK IS W BY S OF STATION, IN A SPARSELY-TIMBERED SPOT,
 CO1194'APPROXIMATELY 12 FEET BELOW LEVEL OF STATION, AND PROTRUDES 1 FOOT
 CO1194'
 CO1194'TO REACH STATION FROM BUTLER, GO E FROM COURTHOUSE ON ALA.10
 CO1194'FOR 8.9 MILES TO A T-ROAD L, THIS POINT IS 2.3 MILES W OF BRIDGE
 CO1194'OVER BLACK WARRIOR RIVER, TURN L AND GO 0.7 MILE TO POST OFFICE AT
 CO1194'LAVACA, TURN L OR W AND GO 1.3 MILES TO A REVERSED Y RIGHT,
 CO1194'CONTINUE STRAIGHT FOR 2.6 MILES TO A CROSS ROAD AND SCHOOLHOUSE IN
 CO1194'NE CORNER, CONTINUE STRAIGHT FOR 0.5 MILE TO A T-ROAD R, TURN R OR
 CO1194'N AND GO 1.1 MILES TO A FARM ROAD L, THIS POINT IS 0.15 MILE N
 CO1194'OF A SMALL UNUSED STORE ON E SIDE OF ROAD, TURN L, GO ACROSS
 CO1194'CULTIVATED FIELD AND FOLLOW FARM ROAD FOR 0.2 MILE TO W END OF
 CO1194'CULTIVATED FIELD, TURN R INTO WOODS AND FOLLOW DIM ROAD FOR
 CO1194'0.3 MILE TO BLAZED TREE, FOLLOW TRAIL AND BLAZES FOR 0.2 MILE TO
 CO1194'STATION ON HIGHEST POINT OF KNOLL.
 CO1194'
 CO1194'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CO1194
 CO1194                          STATION RECOVERY (1956)
 CO1194
 CO1194'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1194'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A
 CO1194'FIRE LOOKOUT TOWER HAS BEEN BUILT OVER THE STATION AND A TOWER
 CO1194'COULD NOT BE BUILT OVER THE MARK.  R.M.3 WAS ESTABLISHED AND WAS
 CO1194'USED AS THE STATION.  THE WELL MENTIONED IN THE ORIGINAL
 CO1194'DESCRIPTION HAS BEEN FILLED IN.  A DIFFERENCE OF 0.10 FOOT LONGER
 CO1194'WAS FOUND IN THE DISTANCE TO R.M.1.
 CO1194'A DIFFERENCE OF 0.06 FOOT LONGER WAS FOUND IN THE DISTANCE
 CO1194'TO R.M.2.  A DIFFERENCE OF 1 FT.-21 IN. IN THE DIRECTION FROM
 CO1194'THE AZIMUTH MARK TO R.M.1 WAS NOTED.  A DIFFERENCE OF 3 FT.-36
 CO1194'IN.  WAS NOTED IN THE DIRECTION FROM THE AZIMUTH MARK TO R.M.
 CO1194'2.  THE DIRECTIONS WERE TAKEN TWICE, ON DIFFERENT DAYS.  A NEW
 CO1194'DESCRIPTION FOLLOWS-
 CO1194'
 CO1194'THE STATION IS ABOUT 6 MILES NORTHEAST OF BUTLER, 5 MILES SOUTH OF
 CO1194'JACHIN, ON A WOODED KNOLL KNOWN LOCALLY AS RUDDER HILL AND ALSO AS
 CO1194'CHARLIE HILL AND IS ON STATE OWNED PROPERTY.  THE STATION IS 16
 CO1194'FEET NORTHEAST OF A WHITE WITNESS POST, 13 FEET EAST OF THE
 CO1194'NORTHWEST LEG AND 12 FEET WEST OF THE NORTHEAST LEG OF RUDDER
 CO1194'HILL LOOKOUT TOWER.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 CO1194'STAMPED ALLISON 1938.
 CO1194'
 CO1194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 17
 CO1194'AT THE COURTHOUSE IN BUTLER, GO NORTHEAST ON HIGHWAY 17 FOR 2.4
 CO1194'MILES TO THE JUNCTION WITH COUNTY HIGHWAY 27 ON THE RIGHT.
 CO1194'CONTINUE NORTH ON HIGHWAY 17 FOR 3.8 MILES TO A SIDE ROAD RIGHT.
 CO1194'TURN RIGHT AND GO EASTERLY ON DIRT ROAD FOR 0.55 MILE TO A T
 CO1194'INTERSECTION.  TURN RIGHT AND GO SOUTHERLY ON DIRT ROAD FOR 1.1
 CO1194'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH UP STEEP
 CO1194'GRADE FOR 0.2 MILE TO THE TOP OF THE HILL AND THE
 CO1194'STATION AS DESCRIBED.
 CO1194'
 CO1194'REFERENCE MARK 1 IS 85 FEET NORTH OF THE NORTHWEST LEG OF THE
 CO1194'LOOKOUT TOWER AND ABOUT 5 FEET LOWER THAN THE STATION.  THE MARK
 CO1194'PROJECTS 5 INCHES AND THE DISK IS STAMPED ALLISON NO 1 1938.
 CO1194'
 CO1194'REFERENCE MARK 2 IS 59 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 CO1194'LOOKOUT TOWER.  THE MARK PROJECTS 8 INCHES AND THE DISK
 CO1194'IS STAMPED ALLISON NO 2 1938.
 CO1194'
 CO1194'REFERENCE MARK 3 IS 21 FEET NORTHWEST OF THE SOUTHWEST LEG AND 17
 CO1194'FEET SOUTHWEST OF THE NORTHWEST LEG OF THE LOOKOUT TOWER AND 16
 CO1194'FEET WEST OF A WHITE WITNESS POST.  AN UNDERGROUND MARK WAS SET
 CO1194'BELOW THIS MARK.  THE SURFACE MARK PROJECTS 4 INCHES AND THE
 CO1194'DISK IS STAMPED ALLISON NO 3 1938.
 CO1194'
 CO1194'THE AZIMUTH MARK IS ABOUT 8 FEET EAST OF A SMALL RAVINE AND 1 FOOT
 CO1194'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 10 INCHES AND THE
 CO1194'DISK IS STAMPED ALLISON 1938.
 CO1194'
 CO1194'DISTANCES AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND.
 CO1194
 CO1194                          STATION RECOVERY (1964)
 CO1194
 CO1194'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1964
 CO1194'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  ALL MARKS ARE STANDARD
 CO1194'BRONZE DISKS SET IN THE TOP OF SQUARE CONCRETE POSTS.
 CO1194'
 CO1194'A COMPLETE DESCRIPTION FOLLOWS-
 CO1194'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 10 AND
 CO1194'STATE HIGHWAY 17 JUST NORTHEAST OF THE COURTHOUSE IN BUTLER, GO
 CO1194'NORTH ON STATE HIGHWAY 17 FOR 6.50 MILES TO A SMALL BROWN FRAME
 CO1194'BUILDING ON THE RIGHT WHICH IS THE CHOCTAW DISTRICT OFFICE OF THE
 CO1194'ALLISON LUMBER COMPANY, CONTINUE NORTH 0.30 MILE TO A GRADED
 CO1194'DIRT ROAD RIGHT OR EAST, TURN RIGHT ON THIS DIRT ROAD AND DRIVE
 CO1194'0.55 MILE TO THE INTERSECTION OF THIS ROAD WITH ANOTHER
 CO1194'DIRT ROAD, TURN RIGHT AND DRIVE 0.55 TO A FORK.  TAKE THE
 CO1194'RIGHT FORK AND DRIVE 0.50 MILE TO A DIM DIRT DRIVE LEFT TO THE
 CO1194'LARGE WHITE MORNING STAR BAPTIST CHURCH BUILDING AND
 CO1194'CEMETERY WHICH ARE 0.20 MILE EAST OF THE MAIN ROAD, CONTINUE
 CO1194'ON THE MAIN ROAD PAST THE ABOVE DIM DRIVE FOR 0.10 MILE TO A
 CO1194'T ROAD RIGHT, TURN RIGHT ON THIS ROAD AND DRIVE 0.25 MILE TO
 CO1194'CHOCTAW FOREST TOWER AND THE STATION.
 CO1194'
 CO1194'THE STATION IS ON A PROMINENT HEAVILY TIMBERED KNOLL, APPROXIMATELY
 CO1194'6.2 MILES AIRLINE NORTHEAST OF BUTLER AND APPROXIMATELY 7.5 MILES
 CO1194'AIRLINE EAST OF LISMAN, IN A SMALL CLEARING FORMERLY THE SITE OF A
 CO1194'HOUSE, BUT AT THIS TIME A STATE FOREST TOWER IS IN THIS LOCATION.
 CO1194'THE STAION IS AT THE HIGHEST POINT OF THE KNOLL, 52 FEET
 CO1194'EAST-SOUTHEAST OF THE OLD WELL MENTIONED IN THE ORIGINAL
 CO1194'DESCRIPTION (NOW ALMOST COMPLETELY FILLED IN), 12.4 FEET EAST OF
 CO1194'THE FACE OF THE CONCRETE FOOTING FOR THE NORTHEAST CORNER POST OF
 CO1194'THE FOREST TOWER, 11.1 FEET WEST OF THE FACE OF THE CONCRETE
 CO1194'FOOTING FOR THE NORTHEAST CORNER POST OF THE FOREST
 CO1194'TOWER.  THE MARK PROJECTS ABOUT 3 INCHES AND THE DISK IS
 CO1194'STAMPED ALLISON 1938.
 CO1194'
 CO1194'REFERENCE MARK 1 IS 88.04 FEET NORTH-NORTHWEST OF THE STATION
 CO1194'APPROXIMATELY 10 FEET LOWER IN ELEVATION THAN THE STATION, 18.3
 CO1194'FEET NORTHEAST OF A TWIN DOGWOOD TREE WITH 6 INCH AND 3 INCH
 CO1194'TRUNKS, 18.4 FEET NORTHEAST OF AN 8 INCH PERSIMMON TREE WHICH IS
 CO1194'APPROXIMATELY 1 FOOT FROM THE ABOVE-MENTIONED DOGWOOD
 CO1194'TREE.  THE MARK PROJECTS APPROXIMATELY 6 INCHES AND THE DISK IS
 CO1194'STAMPED ALLISON NO. 1 1938.
 CO1194'
 CO1194'REFERENCE MARK 2 IS 67.72 FEET NORTHEAST OF THE STATION APPROXIMATELY
 CO1194'6 FEET LOWER IN ELEVATION THAN THE STATION, 30.5 FEET
 CO1194'NORTH-NORTHWEST OF A DOGWOOD TREE WITH FOUR TRUNKS, THREE OF WHICH
 CO1194'ARE 3 INCHES IN DIAMETER.  THE ONE NEAREST THE MARK IS 2 INCHES IN
 CO1194'DIAMETER.  THE MARK PROJECTS APPROXIMATELY 8 INCHES AND THE DISK
 CO1194'IS STAMPED ALLISON NO. 2 1938.
 CO1194'
 CO1194'REFERENCE MARK 3 IS 29.27 FT. WEST-SOUTHWEST OF THE STATION
 CO1194'APPROXIMATELY ON THE SAME ELEVATION AS STATION, 16.4 FEET
 CO1194'WEST-SOUTHWEST OF THE CORNER OF THE CONCRETE FOOTING FOR THE
 CO1194'NORTHWEST CORNER POST OF THE FOREST TOWER, 20.5 FEET NORTHWEST OF
 CO1194'THE CORNER OF THE CONCRETE FOOTING FOR THE SOUTHWEST CORNER POST
 CO1194'OF THE FOREST TOWER.  THE MARK PROJECTS APPROXIMATELY 4 INCHES AND
 CO1194'THE DISK IS STAMPED ALLISON NO. 3 1938.
 CO1194'
 CO1194'THE AZIMUTH MARK IS 158.2 FEET (SLOPE DISTANCE) WEST-SOUTHWEST OF
 CO1194'THE STATION APPROXIMATELY 12 FEET LOWER IN ELEVATION THAN THE
 CO1194'STATON, 24 FEET SOUTHWEST OF THE CENTER LINE OF A DIM WOODS ROAD,
 CO1194'51.7 FEET SOUTH-SOUTHWEST OF A TWIN PINE TREE WITH 12 INCH AND 3
 CO1194'INCH TRUNKS.  THE MARK PROJECTS APPROXIMATELY 10 INCHES AND THE
 CO1194'DISK IS STAMPED ALLISON 1938.
 CO1194
 CO1194                          STATION RECOVERY (1973)
 CO1194
 CO1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 CO1194'THE STATION MARK, REFERENCE MARKS 1, 2, 3, AND THE AZIMUTH MARK
 CO1194'WERE RECOVERED AND FOUND IN GOOD CONDITION.  THE DIRECTIONS TO
 CO1194'REFERENCE MARKS 1, 2, 3, AND THE AZIMUTH MARK COMPARED FAVORABLY
 CO1194'WITH THE 1956 DATA.  HOWEVER A SHORTER DISTANCE OF 28 MILLIMETERS
 CO1194'TO THE AZIMUTH MARK, A GREATER DISTANCE OF 17 MILLIMETERS TO
 CO1194'REFERENCE MARK 1 AND A GREATER DISTANCE OF 06 MILLIMETERS TO
 CO1194'REFERENCE MARK 2 WAS NOTED AND VERIFIED.  A COMPLETE AND NEW
 CO1194'DESCRIPTION FOLLOWS.
 CO1194'
 CO1194'THE STATION IS LOCATED ABOUT 7.5 MILES EAST OF LISMAN, 6.5
 CO1194'MILES SOUTHWEST OF PENNINGTON, 6.5 MILES NORTHEAST OF BULTER AND
 CO1194'ON TOP OF RUDDER HILL.  THE PROPERTY IS OWNED BY THE ALABAMA STATE
 CO1194'FORESTRY.
 CO1194'
 CO1194'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 10
 CO1194'IN BULTER GO EAST ON STATE HIGHWAY 10 FOR 4.8 MILES TO A SIDE ROAD
 CO1194'LEFT, JUST AFTER CROSSING A BRIDGE OVER DRY CREEK.  TURN LEFT AND
 CO1194'GO NORTH ON PAVED ROAD FOR 2.2 MILES TO A CROSSROAD.  TURN LEFT
 CO1194'AND GO WEST, THEN NORTH FOR 1.8 MILES TO A SIDE ROAD LEFT.  TURN
 CO1194'LEFT AND GO WEST UPHILL FOR 0.25 MILES TO RUDDER HILL LOOKOUT
 CO1194'TOWER AND STATION.
 CO1194'
 CO1194'THE STATION MARK IS A STANDARD DISK STAMPED ALLISON 1938, SET
 CO1194'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CO1194'4 INCHES.  IT IS 43 FEET NORTH OF A 24-INCH PINE TREE AND 12
 CO1194'FEET WEST OF THE NORTHEAST LEG OF LOOKOUT TOWER.
 CO1194'
 CO1194'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ALLISON NO 1 1938,
 CO1194'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CO1194'6 INCHES.  IT IS 84 FEET NORTH OF THE NORTHWEST LEG OF LOOKOUT
 CO1194'TOWER AND 19 FEET SOUTH OF A 16-INCH PINE TREE.
 CO1194'
 CO1194'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ALLISON NO 2 1938,
 CO1194'SET IN THE TOP OF 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CO1194'8 INCHES.  IT IS 60 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 CO1194'LOOKOUT TOWER AND 4 FEET EAST OF A 12-INCH PINE TREE.
 CO1194'
 CO1194'REFERENCE MARK 3 IS A STANDARD DISK STAMPED ALLISON NO 3 1938,
 CO1194'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS
 CO1194'4 INCHES.  IT IS 57 FEET NORTHWEST OF THE 24-INCH PINE TREE AND 18
 CO1194'FEET WEST OF THE NORTHWEST LEG OF LOOKOUT TOWER.
 CO1194'
 CO1194'THE AZIMUTH MARK IS STANDARD DISK STAMPED ALLISON 1938, SET IN
 CO1194'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 CO1194'INCHES.  IT IS 145 FEET WEST OF THE NORTHWEST LEG OF LOOKOUT TOWER
 CO1194'AND 26 FEET SOUTH OF THE CENTER OF A LOGGING ROAD.
 CO1194'
 CO1194'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CO1194'4.5 MILES WEST-NORTHWEST OF LAVACA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1193 ***********************************************************************
 CO1193  DESIGNATION -  ALLISON RM 3
 CO1193  PID         -  CO1193
 CO1193  STATE/COUNTY-  AL/CHOCTAW
 CO1193  USGS QUAD   -  JACHIN (1986)
 CO1193
 CO1193                         *CURRENT SURVEY CONTROL
 CO1193  ___________________________________________________________________
 CO1193* NAD 83(1992)-  32 09 43.21237(N)    088 09 16.78646(W)     ADJUSTED  
 CO1193* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 CO1193  ___________________________________________________________________
 CO1193  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 CO1193  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CO1193
 CO1193  HORZ ORDER  -  SECOND
 CO1193
 CO1193.The horizontal coordinates were established by classical geodetic methods
 CO1193.and adjusted by the National Geodetic Survey in May 1994..
 CO1193
 CO1193.The orthometric height was scaled from a topographic map.
 CO1193
 CO1193.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1193
 CO1193.The geoid height was determined by GEOID03.
 CO1193
 CO1193;                    North         East     Units Scale Factor Converg.
 CO1193;SPC AL W     -   239,875.120   538,251.393   MT  0.99998034   -0 20 54.6
 CO1193;UTM  16      - 3,558,976.813   391,124.902   MT  0.99974618   -0 36 52.9
 CO1193
 CO1193!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1193!SPC AL W     -   0.99999005  x   0.99998034  =   0.99997039
 CO1193!UTM  16      -   0.99999005  x   0.99974618  =   0.99973624
 CO1193
 CO1193|---------------------------------------------------------------------|
 CO1193| PID    Reference Object                     Distance      Geod. Az  |
 CO1193|                                                           dddmmss.s |
 CO1193| CF9308 ALLISON RM 2                         29.195 METERS 06024     |
 CO1193| CO1194 ALLISON                               9.016 METERS 07608     |
 CO1193| CO1195 RUDDER HILL LOT                       8.437 METERS 10112     |
 CO1193| CO1192 BUTLER MUNICIPAL TANK               APPROX.10.1 KM 2184244.5 |
 CO1193| CF9306 ALLISON AZ MK                        39.170 METERS 25608     |
 CO1193| CO1186 EUBANKS                             APPROX.11.9 KM 3573412.4 |
 CO1193| CF9307 ALLISON RM 1                         27.247 METERS 35810     |
 CO1193|---------------------------------------------------------------------|
 CO1193
 CO1193                          SUPERSEDED SURVEY CONTROL
 CO1193
 CO1193  NAD 83(1992)-  32 09 43.21532(N)    088 09 16.78569(W) AD(       ) 2
 CO1193  NAD 83(1986)-  32 09 43.22399(N)    088 09 16.78996(W) AD(       ) 2
 CO1193  NAD 27      -  32 09 42.70500(N)    088 09 16.71500(W) AD(       ) 2
 CO1193
 CO1193.Superseded values are not recommended for survey control.
 CO1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1193.See file dsdata.txt to determine how the superseded data were derived.
 CO1193
 CO1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9112558977(NAD 83)
 CO1193_MARKER: DR = REFERENCE MARK DISK
 CO1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1193
 CO1193  HISTORY     - Date     Condition        Report By
 CO1193  HISTORY     - 1956     MONUMENTED       CGS
 CO1193
 CO1193                          STATION DESCRIPTION
 CO1193
 CO1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1193'THE STATION IS ABOUT 6 MILES NORTHEAST OF BUTLER, 5 MILES
 CO1193'SOUTH OF JACHIN, ON A WOODED KNOLL KNOWN LOCALLY AS RUDDER
 CO1193'HILL AND ALSO AS CHARLIE HILL AND IS ON STATE OWNED PROPERTY.  THE
 CO1193'STATION IS 21 FEET NORTHWEST OF THE SOUTHWEST LEG AND 17 FEET
 CO1193'SOUTHWEST OF THE NORTHWEST LEG OF THE RUDDER HILL LOOKOUT TOWER
 CO1193'AND 16 FEET WEST OF A WHITE WITNESS POST.  THE SURFACE MARK
 CO1193'PROJECTS 4 INCHES AND THE DISK IS STAMPED ALLISON NO 3 1938.  AN
 CO1193'UNDERGROUND MARK, AN 8 INCH ROUND CONCRETE MARK WITH A REFERENCE
 CO1193'MARK DISK STAMPED ALLISON NO 3 1938 IS SET 36 INCHES BELOW
 CO1193'THE GROUND.
 CO1193'
 CO1193'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND
 CO1193'17 AT THE COURTHOUSE IN BUTLER, GO NORTHEAST ON HIGHWAY 17 FOR 2.4
 CO1193'MILES TO THE JUNCTION WITH COUNTY HIGHWAY 27 ON THE RIGHT.
 CO1193'CONTINUE NORTH ON HIGHWAY 17 FOR 3.8 MILES TO A SIDE ROAD RIGHT.
 CO1193'TURN RIGHT AND GO EASTERLY ON DIRT ROAD FOR 0.55 MILE TO A T
 CO1193'INTERSECTION.  TURN RIGHT AND GO SOUTHERLY ON DIRT ROAD FOR 1.1
 CO1193'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH UP STEEP GRADE
 CO1193'FOR 0.2 MILE TO THE LOOKOUT TOWER AT THE TOP OF THE HILL AND THE
 CO1193'STATION AS DESCRIBED.
 CO1193'
 CO1193'ALLISON 1938 CAN BE USED AS A REFERENCE MARK.  IT IS 16 FEET
 CO1193'NORTHEAST OF A WHITE WITNESS POST, 13 FEET EAST OF THE NORTHWEST LEG
 CO1193'AND 12 FEET WEST OF THE NORTHEAST LEG OF THE LOOKOUT TOWER.  THE
 CO1193'MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED ALLISON 1938.
 CO1193'
 CO1193'REFERENCE MARK 1 IS 85 FEET NORTH OF THE NORTHWEST LEG OF THE LOOKOUT
 CO1193'TOWER AND ABOUT 5 FEET LOWER THAN THE STATION.  THE MARK PROJECTS
 CO1193'5 INCHES AND THE DISK IS STAMPED ALLISON NO 1 1938.
 CO1193'
 CO1193'REFERENCE MARK 2 IS 59 FEET NORTHEAST OF THE NORTHEAST LEG OF THE
 CO1193'LOOKOUT TOWER.  THE MARK PROJECTS 8 INCHES AND THE DISK
 CO1193'IS STAMPED ALLISON NO 2 1938.
 CO1193'
 CO1193'THE AZIMUTH MARK IS ABOUT 8 FEET EAST OF A SMALL RAVINE AND 1 FOOT
 CO1193'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 10 INCHES AND THE
 CO1193'DISK IS STAMPED ALLISON 1938.  PRECISE PROCEDURES WERE USED TO
 CO1193'ESTABLISH THE AZIMUTH TO THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2444 ***********************************************************************
 DH2444  DESIGNATION -  ALPINE 2
 DH2444  PID         -  DH2444
 DH2444  STATE/COUNTY-  AL/TALLADEGA
 DH2444  USGS QUAD   -  SLEEPING GIANTS (1987)
 DH2444
 DH2444                         *CURRENT SURVEY CONTROL
 DH2444  ___________________________________________________________________
 DH2444* NAD 83(1992)-  33 24 42.43912(N)    086 12 27.24961(W)     ADJUSTED  
 DH2444* NAVD 88     -       474.     (meters)    1555.     (feet)  SCALED    
 DH2444  ___________________________________________________________________
 DH2444  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DH2444  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH2444
 DH2444  HORZ ORDER  -  SECOND
 DH2444
 DH2444.The horizontal coordinates were established by classical geodetic methods
 DH2444.and adjusted by the National Geodetic Survey in December 1992..
 DH2444.No horizontal observational check was made to the station.
 DH2444
 DH2444.The orthometric height was scaled from a topographic map.
 DH2444
 DH2444.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2444
 DH2444.The geoid height was determined by GEOID03.
 DH2444
 DH2444;                    North         East     Units Scale Factor Converg.
 DH2444;SPC AL E     -   322,926.702   165,191.103   MT  0.99997493   -0 12 21.9
 DH2444;SPC AL W     -   379,026.806   720,213.643   MT  1.00011144   +0 42 42.4
 DH2444;UTM  16      - 3,697,219.963   573,680.720   MT  0.99966693   +0 26 10.9
 DH2444
 DH2444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2444!SPC AL E     -   0.99993012  x   0.99997493  =   0.99990505
 DH2444!SPC AL W     -   0.99993012  x   1.00011144  =   1.00004155
 DH2444!UTM  16      -   0.99993012  x   0.99966693  =   0.99959707
 DH2444
 DH2444|---------------------------------------------------------------------|
 DH2444| PID    Reference Object                     Distance      Geod. Az  |
 DH2444|                                                           dddmmss.s |
 DH2444| CF9312 ALPINE RM 1                          10.570 METERS 04151     |
 DH2444| DH2443 RENFRO LOOKOUT TOWER                 10.563 METERS 04152     |
 DH2444| CF9313 ALPINE RM 2                           6.733 METERS 16350     |
 DH2444| DH2446 KAHATCHEE RESET                     APPROX.24.9 KM 2145013.4 |
 DH2444| DH2442 ALPINE RESET                          1.548 METERS 26106     |
 DH2444|---------------------------------------------------------------------|
 DH2444
 DH2444                          SUPERSEDED SURVEY CONTROL
 DH2444
 DH2444  NAD 83(1986)-  33 24 42.44664(N)    086 12 27.25018(W) AD(       ) 2
 DH2444  NAD 27      -  33 24 42.05373(N)    086 12 27.34008(W) AD(       ) 2
 DH2444
 DH2444.Superseded values are not recommended for survey control.
 DH2444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2444.See file dsdata.txt to determine how the superseded data were derived.
 DH2444
 DH2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7368197220(NAD 83)
 DH2444_MARKER: DD = SURVEY DISK
 DH2444_SETTING: 66 = SET IN ROCK OUTCROP
 DH2444_SP_SET: SET IN ROCK OUTCROP
 DH2444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2444+STABILITY: POSITION/ELEVATION WELL
 DH2444
 DH2444  HISTORY     - Date     Condition        Report By
 DH2444  HISTORY     - 1935     MONUMENTED       ALGS
 DH2444  HISTORY     - 1969     GOOD             CGS
 DH2444
 DH2444                          STATION DESCRIPTION
 DH2444
 DH2444'DESCRIBED BY ALABAMA GEODETIC SURVEY 1935
 DH2444'ON SOUTHERN PEAK OF THE HIGH DOUBLE TOPPED MOUNTAINS KNOWN AS
 DH2444'ALPINE MOUNTAINS OF SIGNAL MOUNTAIN, 6 MILES SOUTHWEST OF THE
 DH2444'TOWN OF TALLADEGA.  STATION WAS NOT RECOVERED AND IT IS THOUGHT
 DH2444'THAT TREASURE HUNTERS HAVE DESTROYED IT.  SEVERAL BROKEN
 DH2444'SANDSTONES WITH MARKS AS DESCRIBED IN ORIGINAL NOTES WERE FOUND
 DH2444'NEAR OLD STATION SITE.  A PERSISTENT EFFORT BY DIGGING BY THREE
 DH2444'MEN WAS MADE TO FIND STATION.  THE MOUNTAIN SUMMIT IS BEST
 DH2444'REACHED BY OLD ROAD FROM FARM HOUSE ON SOUTH SIDE OF MOUNTAIN.
 DH2444'FROM TALLADEGA GO OUT BARKLEY ROAD 3.8 MILES, TURN RIGHT, GO
 DH2444'UNDER RAILROAD BRIDGE, 2.0 MILES BEYOND, GO .8 MILE BEYOND
 DH2444'BRIDGE PASS SCHOOL ON RIGHT.  1 MILE BEYOND SCHOOL TURN
 DH2444'RIGHT, A SIGN GLOVER FERRY AT LEFT, GO .6 MILE TO RENFROE POST
 DH2444'OFFICE, GO 2.3 MILES TURN LEFT, CROSS RAILROAD GO 1.1 MILES,
 DH2444'TURN LEFT ON DIRT ROAD AND GO 3/4 MILE TO HOME OF OLLIS
 DH2444'EMERY.  FROM HERE TAKE WOODS ROAD TO FOOT OF MOUNTINA.  PUT IN
 DH2444'ALPINE 2 WITHIN FEW FEET OF WHERE ALPINE 1 WAS LOCATED.  BRONZE
 DH2444'DISK MARKED ALPINE 2 PLACED IN ROCK ABOUT TWO FEET SQUARE
 DH2444'ON SURFACE.  DEPTH OF ROCK IN GROUND UNKNOWN.
 DH2444
 DH2444                          STATION RECOVERY (1969)
 DH2444
 DH2444'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DH2444'A MARK STAMPED ALPINE 2 1937 WAS FOUND BUT WAS NOT STAMPED 1935
 DH2444'AS INDICATED IN THE ORIGINAL DESCRIPTION.  NO POSITION WAS
 DH2444'PUBLISHED FOR THIS STATION.  AFTER SOME CLEARING WAS DONE AT
 DH2444'THE STATION, TRIANGULATION STATION HORN 1886 1933 AND KAHATCHEE
 DH2444'1887 1933 WERE MADE VISIBLE.  THE TRIANGLE HORN-KAHATCHEE AND
 DH2444'ALPINE 2 1937 WAS OBSERVED AND A POSITION DETERMINED FOR THE
 DH2444'STATION.  FROM AN INVERSE COMPUTATION THE LOCATION OF ALPINE
 DH2444'1886 WAS DETERMINED AND AFTER CAREFUL DIGGING THE BOTTLE MARKING
 DH2444'THE UNDERGROUND STATION WAS RECOVERED AND THE ORIGINAL
 DH2444'STATION ALPINE 1886 WAS RE-ESTABLISHED.  AN UNDERGROUND MARK
 DH2444'FOR THIS STATION WAS SET IN BED ROCK, THE ORIGINAL MARK IN
 DH2444'THE ROCK WAS RESET IN ITS ORIGINAL LOCATION AND REENFORCED
 DH2444'WITH CONCRETE.  IT IS NOW STAMPED ALPINE 2 1937 1969.  A
 DH2444'TRAVERSE CONNECTION WAS MADE TO ALPINE 1886 1969 THE
 DH2444'DISTANCE BEING 1.545 METERS.
 DH2444'
 DH2444'A NEW DESCRIPTION FOLLOWS- THE STATION IS LOCATED ABOUT 6 MILES
 DH2444'SOUTHWEST OF TALLADEGA, ON THE SOUTH PEAK OF ALPINE MOUNTAIN AND
 DH2444'34.67 FEET SSW OF THE CENTER OF THE RENFRO LOOKOUT TOWER.  IT IS
 DH2444'19.1 FEET SSW OF THE SW LEG OF THE FIRE TOWER, 35.5 FEET WEST OF
 DH2444'A LONE OAK TREE, 57 FEET WEST OF THE CENTER OF A ROAD, 24 FEET
 DH2444'EAST OF THE CENTER OF THE ROAD, 64 FEET NORTH OF THE CENTER OF
 DH2444'THE ROAD, (THE ROAD CIRCLES THE MARK AND FIRE TOWER), 11.5 FEET
 DH2444'NORTHWEST OF A LONE OAK TREE, 45.5 FEET NORTHWEST OF A LONE
 DH2444'OAK TREE AND 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A
 DH2444'TRIANGULATION STATION DISK SET IN A DRILL HOLE IN A 1.5
 DH2444'BY 1.5 FOOT BOULDER FLUSH WITH THE GROUND.  IT IS STAMPED
 DH2444'ALPINE 2 1937 1969.  THE UNDERGROUND DISK IS SET IN A
 DH2444'DRILL HOLE IN BED ROCK 24 INCHES BELOW THE GROUND.
 DH2444'
 DH2444'REFERENCE MARK NO. 1 IS 34.67 FEET NNE OF THE STATION, UNDER THE
 DH2444'CENTER OF THE RENFRO LOOKOUT TOWER, 40 FEET EAST OF THE CENTER
 DH2444'OF THE ROAD, 57 FEET WEST OF THE CENTER OF THE ROAD, AND 95 FEET
 DH2444'NORTH OF THE CENTER OF THE ROAD, IT IS A REFERENCE DISK STAMPED
 DH2444'ALPINE 1886 NO 1 1969 FLUSH WITH THE GROUND.
 DH2444'
 DH2444'REFERENCE MARK NO. 2 IS 22.08 FEET SE OF THE STATION, 37.5 FEET
 DH2444'SW OF THE SW LEG OF THE FIRE TOWER, 3 FEET WEST OF THE PROJECTED
 DH2444'PLANE OF THE NORTH-AND SOUTH LEGS OF THE TOWER, 12 FEET SE OF A
 DH2444'TWIN OAK TREE, 45 FEET NORTH OF THE CENTER OF THE ROAD, AND 21
 DH2444'FEET NORTH-NORTHWEST OF A LONE 12-INCH OAK TREE.  IT IS A
 DH2444'REFERENCE MARK DISK, STAMPED ALPINE 1886 NO. 2 1969, SET IN A
 DH2444'DRILL HOLE IN OUTCROPPING BED ROCK, FLUSH.
 DH2444'
 DH2444'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE TALLADEGA
 DH2444'COUNTY COURTHOUSE SQUARE, GO SOUTHWESTERLY ON BATTLE STREET (U.S.
 DH2444'HIGHWAY 231 AND ALA. ST. HY. 21) FOR 0.2 MILE TO A FORK, TAKE
 DH2444'RIGHT FORK, GERTRUDE ST. AND GO PAST THE SOUTH SIDE OF THE
 DH2444'COLLEGE FOR 1.5 MILE TO A REVERSE Y, CONTINUE ON COUNTY ROAD 58
 DH2444'FOR 1.1 MILES TO A RAILROAD OVERPASS, CONTINUE ON COUNTY ROAD 58
 DH2444'FOR 0.7 MILE TO A FORK, TAKE RIGHT FORK, COUNTY ROAD 42 FOR 1.9
 DH2444'MILES TO A RAILROAD UNDERPASS, CONTINUE ON COUNTY ROAD 42 FOR
 DH2444'0.5 MILE TO THE CONCORD METHODIST CHURCH ON THE RIGHT,
 DH2444'CONTINUE 0.25 MILE TO A GRAVELED ROAD LEFT, TURN LEFT AND GO
 DH2444'0.75 MILE TO A RAILROAD TRACKS, CROSS TRACKS AND GO 0.3 MILE TO
 DH2444'A SIDE ROAD LEFT AND A HOUSE ON THE RIGHT, TURN LEFT AND GO
 DH2444'UPHILL FOR 1.95 MILES TO THE RENFRO LOOKOUT TOWER AND THE
 DH2444'STATION ON THE TOP OF THE MOUNTAIN.
 DH2444'
 DH2444'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES
 DH2444'SOUTHWEST OF TALLADEGA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2442 ***********************************************************************
 DH2442  DESIGNATION -  ALPINE RESET
 DH2442  PID         -  DH2442
 DH2442  STATE/COUNTY-  AL/TALLADEGA
 DH2442  USGS QUAD   -  SLEEPING GIANTS (1987)
 DH2442
 DH2442                         *CURRENT SURVEY CONTROL
 DH2442  ___________________________________________________________________
 DH2442* NAD 83(1992)-  33 24 42.43135(N)    086 12 27.30881(W)     ADJUSTED  
 DH2442* NAVD 88     -       474.5    (meters)    1557.     (feet)  VERTCON   
 DH2442  ___________________________________________________________________
 DH2442  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 DH2442  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH2442
 DH2442  HORZ ORDER  -  FIRST
 DH2442
 DH2442.The horizontal coordinates were established by classical geodetic methods
 DH2442.and adjusted by the National Geodetic Survey in December 1992..
 DH2442
 DH2442.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2442.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2442
 DH2442.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2442
 DH2442.The geoid height was determined by GEOID03.
 DH2442
 DH2442;                    North         East     Units Scale Factor Converg.
 DH2442;SPC AL E     -   322,926.468   165,189.572   MT  0.99997493   -0 12 21.9
 DH2442;SPC AL W     -   379,026.547   720,212.116   MT  1.00011144   +0 42 42.3
 DH2442;UTM  16      - 3,697,219.713   573,679.192   MT  0.99966693   +0 26 10.9
 DH2442
 DH2442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2442!SPC AL E     -   0.99993006  x   0.99997493  =   0.99990499
 DH2442!SPC AL W     -   0.99993006  x   1.00011144  =   1.00004149
 DH2442!UTM  16      -   0.99993006  x   0.99966693  =   0.99959701
 DH2442
 DH2442|---------------------------------------------------------------------|
 DH2442| PID    Reference Object                     Distance      Geod. Az  |
 DH2442|                                                           dddmmss.s |
 DH2442| CF9312 ALPINE RM 1                          11.798 METERS 04638     |
 DH2442| DH2443 RENFRO LOOKOUT TOWER                 11.803 METERS 04638     |
 DH2442| DH2436 TALLADEGA CITY SCH CUPOLA           APPROX. 9.9 KM 0704814.6 |
 DH2442| DH2439 TALLADEGA LEWIS HOUSE CUPOLA        APPROX.11.3 KM 0734558.5 |
 DH2442| DH2435 TALLADEGA NEGRO COLL FLAGPOLE       APPROX. 9.1 KM 0742652.7 |
 DH2442| DH2437 TALLADEGA PRESB CH SPIRE            APPROX.10.3 KM 0745329.5 |
 DH2442| DH2444 ALPINE 2                              1.548 METERS 08106     |
 DH2442| DH2440 HORN                                APPROX.17.7 KM 1353309.4 |
 DH2442| CF9313 ALPINE RM 2                           7.098 METERS 15122     |
 DH2442| DH2441 HICKOCK MT                          APPROX.17.8 KM 1853339.5 |
 DH2442| DH2451 CHILDERSBURG METH CH SPIRE          APPROX.20.9 KM 2221319.1 |
 DH2442| DH2453 PENITENTIARY MT                     APPROX.31.6 KM 2721353.7 |
 DH2442| DH2431 BACKBONE MT OF BALD ROCK            APPROX.29.2 KM 3170240.3 |
 DH2442| DH2432 LITTLE PEAK SOUTHERN OF 2           APPROX.29.6 KM 3225407.3 |
 DH2442|---------------------------------------------------------------------|
 DH2442
 DH2442                          SUPERSEDED SURVEY CONTROL
 DH2442
 DH2442  NAD 83(1986)-  33 24 42.43889(N)    086 12 27.30920(W) AD(       ) 1
 DH2442  NAD 27      -  33 24 42.04600(N)    086 12 27.39900(W) AD(       ) 1
 DH2442  NGVD 29 (07/19/86)  474.4    (m)         1556.     (f) VERT ANG       
 DH2442
 DH2442.Superseded values are not recommended for survey control.
 DH2442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2442.See file dsdata.txt to determine how the superseded data were derived.
 DH2442
 DH2442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB7367997220(NAD 83)
 DH2442_MARKER: X = CHISELED CROSS
 DH2442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2442_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2442
 DH2442  HISTORY     - Date     Condition        Report By
 DH2442  HISTORY     - 1886     MONUMENTED       CGS
 DH2442  HISTORY     - 1933     MARK NOT FOUND   CGS
 DH2442  HISTORY     - 1935     MARK NOT FOUND   CGS
 DH2442  HISTORY     - 1969     SEE DESCRIPTION  CGS
 DH2442
 DH2442                          STATION DESCRIPTION
 DH2442
 DH2442'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (OHT)
 DH2442'ON THE SOUTHERN PEAK OF THE HIGH DOUBLE-TOPPED MOUNTAIN ABOUT
 DH2442'6 MILES WEST OF THE TOWN OF TALLADEGA.  THE STATION WAS MARKED
 DH2442'BY A HOLE DRILLED IN SOLID ROCK ABOUT 2 FEET BELOW THE SURFACE
 DH2442'OF THE GROUND.  ON THIS WAS PLACED A BEER BOTTLE MOUTH UPWARD
 DH2442'THE CENTER OF WHICH MARKS THE STATION.  THE TOP OF THE BOTTLE
 DH2442'IS ABOUT 15 INCHES BELOW THE SURFACE OF THE GROUND.  THIS WAS
 DH2442'COVERED WITH EARTH AND OVER IT WAS PLACED A DRESSED SANDSTONE,
 DH2442'5 X 8 X 18 INCHES ON WHICH WAS CUT A CROSS AND THE LETTERS
 DH2442'U.S.C.S.  THREE SIMILAR STONES WERE PLACED SO THAT THE INTERSECTION
 DH2442'OF THE DIAGONALS CUT IN THE TOP OF EACH STONE IS 6 FEET
 DH2442'FROM THE CENTER OF THE STATION.  THE TRUE BEARING OF HORN IS
 DH2442'N 44 DEG 27 MIN W AND THE BEARINGS OF THE REFERENCE MARKS
 DH2442'ARE S 30 DEG E., 90 DEG W., N 30 DEG E.  THE OTHER REFERENCE MARKS
 DH2442'ARE FOUR NAILS DRIVEN IN STUMPS AND WITH BEARINGS AND
 DH2442'DISTANCES AS FOLLOWS- FIRST NAIL (MAGNETIC) NORTH 60-1/2 DEG.
 DH2442'EAST, 11.89 FEET, SECOND NAIL (MAGNETIC) NORTH 4 DEG. EAST,
 DH2442'17.59 FEET, THIRD NAIL (MAGNETIC) SOUTH 82 DEG. WEST, 26.04
 DH2442'FEET, FOUTH NAIL (MAGNETIC) SOUTH 87 1/2 DEG. EAST, 14.17
 DH2442'FEET.
 DH2442
 DH2442                          STATION RECOVERY (1933)
 DH2442
 DH2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 DH2442'ON SOUTHERN PEAK OF THE HIGH DOUBLE TOPPED MOUNTAINS KNOWN AS
 DH2442'THE ALPINE MOUNTAINS OF SIGNAL MOUNTAIN, 6 MILES SOUTHWEST OF
 DH2442'THE TOWN OF TALLADEGA.  STATION WAS NOT RECOVERED AND IT IS
 DH2442'THOUGHT THAT TREASURE HUNTERS HAVE DESTROYED IT.  SEVERAL BROKEN
 DH2442'SANDSTONES WITH MARKS AS DESCRIBED IN ORIGINAL NOTES WERE FOUND
 DH2442'NEAR OLD STATION SITE.  A PERSISTENT EFFORT BY DIGGING BY THREE
 DH2442'MEN WAS MADE TO FIND STATION.  THE MOUNTAIN SUMMIT IS BEST
 DH2442'REACHED BY OLD ROAD FROM FARM HOUSE ON SOUTH SIDE OF MOUNTAIN.
 DH2442'FROM TALLADEGA GO OUT BARKLEY ROAD 3.8 MILES, TURN RIGHT,
 DH2442'GO UNDER RAILROAD BRIDGE, 2.0 MILES BEYOND, GO .8 MILE
 DH2442'BEYOND BRIDGE, PASS SCHOOL ON RIGHT 1 MILE BEYOND SCHOOL
 DH2442'TURN RIGHT AT SIGN GLOVER FERRY AT LEFT.  GO .6 MILE TO
 DH2442'RENFROE POST OFFICE, GO 2.3 MILES TURN LEFT, CROSS RAILROAD
 DH2442'GO 1.1 MILES, TURN LEFT ON DIRT ROAD AND GO 3/4 MILE TO HOME
 DH2442'OF OLLIS EMERY.  FROM HERE TAKE WOODS ROAD TO FOOT OF
 DH2442'MOUNTAIN.
 DH2442
 DH2442                          STATION RECOVERY (1935)
 DH2442
 DH2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (OSR)
 DH2442'STATION SITE EXCAVATED, PROBABLY BY TREASURE HUNTERS.  ALL MARKS
 DH2442'DESTROYED.
 DH2442
 DH2442                          STATION RECOVERY (1969)
 DH2442
 DH2442'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DH2442'THE STATION WAS VISITED 3-12-69 AND THE BOTTLE SERVING AS THE
 DH2442'UNDERGROUND MARK WAS FOUND IN GOOD CONDITION.  A NEW UNDERGROUND
 DH2442'DISK WAS SET IN A DRILL HOLE IN BEDROCK, AND A CONCRETE SURFACE
 DH2442'MARK WAS SET, MARKING THE ORIGINAL LOCATION OF THE STATION.  TWO
 DH2442'REFERENCE MARKS NO. 1 AND NO. 2 WERE ESTABLISHED AT THIS DATE.  A
 DH2442'TRAVERSE CONNECTION WAS MADE TO ALPINE 2 1937 1969 A DISTANCE OF
 DH2442'1.546 METERS.  A NEW DESCRIPTION FOLLOWS-
 DH2442'
 DH2442'THE STATION IS LOCATED ABOUT 6 MILES SOUTHWEST OF TALLADEGA ON
 DH2442'THE SOUTH PEAK OF ALPINE MOUNTAIN, 38.71 FEET SOUTHWEST OF THE
 DH2442'CENTER OF THE RENFRO LOOKOUT TOWER, 40 FEET WEST OF THE LONE OAK
 DH2442'TREE, 63 FEET WEST OF THE CENTER OF THE ROAD, 20 FEET EAST OF
 DH2442'THE CENTER OF THE ROAD, 65 FEET NORTH OF THE CENTER OF THE ROAD,
 DH2442'10.5 FEET NORTH-NORTHWEST OF A TWIN OAK TREE, 23.5 FEET
 DH2442'SOUTHWEST OF THE SOUTHWEST LEG OF A FIRE TOWER, 45 FEET
 DH2442'NORTHWEST OF A LONE OAK TREE AND 4 FEET WEST OF A METAL
 DH2442'WITNESS POST.  IT IS A TRIANGULATION STATION DISK STAMPED
 DH2442'ALPINE 1886 1969.
 DH2442'
 DH2442'REFERENCE MARK NO. 1 IS 38.71 FEET NNE OF THE STATION UNDER THE
 DH2442'CENTER OF THE RENFRO LOOKOUT TOWER.  IT IS 95 FEET NORTH OF THE
 DH2442'CENTER OF THE ROAD, 40 FEET EAST OF THE CENTER OF THE ROAD, AND
 DH2442'57 FEET WEST OF THE CENTER OF THE ROAD.  IT IS A STANDARD
 DH2442'REFERENCE MARK DISK, STAMPED ALPINE 1886 NO 1 1969, FLUSH WITH
 DH2442'THE GROUND.
 DH2442'
 DH2442'REFERENCE MARK NO. 2 IS 23.28 FEET SE OF THE STATION, 37.5 FEET
 DH2442'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 3 FEET WEST
 DH2442'OF THE PROJECTED PLANE OF THE NORTH AND SOUTH LEG OF THE TOWER,
 DH2442'12 FEET SOUTHEAST OF A TWIN OAK TREE, 45 FEET NORTH OF THE
 DH2442'CENTER OF THE ROAD, AND 21 FEET NORTH-NORTHWEST OF A LONE OAK
 DH2442'TREE, IT IS A REFERENCE MARK DISK STAMPED ALPINE 1886 NO 2
 DH2442'1969, SET IN A DRILL HOLE IN OUTCROPPING BEDROCK FLUSH WITH THE
 DH2442'GROUND.
 DH2442'
 DH2442'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE TALLADEGA
 DH2442'COUNTY COURTHOUSE SQUARE, GO SOUTHWESTERLY ON BATTLE STREET
 DH2442'(U.S. HIGHWAY 231 AND ALA. ST. HY. 21) FOR 0.2 MILE TO A FORK,
 DH2442'TAKE RIGHT FORK, GERTRUDE STREET, PASSING TO THE SOUTH OF THE
 DH2442'COLLEGE FOR 1.5 MILE TO A REVERSE Y, CONTINUE ON COUNTY ROAD
 DH2442'58 FOOT 1.1 MILES TO A RAILROAD OVERPASS, CONTINUE ON COUNTY
 DH2442'ROAD 58 FOR 0.7 MILE TO A FORK, TAKE RIGHT FORK AND GO NORTHERLY
 DH2442'ON COUNTY ROAD 42 FOR 1.9 MILE TO A RAILROAD UNDERPASS,
 DH2442'CONTINUE ON COUNTY ROAD 42 FOR 0.5 MILE TO THE CONCORD
 DH2442'METHODIST CHURCH ON THE RIGHT, CONTINUE 0.25 MILE TO A SIDE
 DH2442'ROAD LEFT, TURN LEFT AND GO 0.75 MILE ON GRAVELED ROAD TO A
 DH2442'RAILROAD TRACK, CROSS TRACKS AND GO 0.3 MILE TO A SIDE ROAD
 DH2442'LEFT, TURN LEFT AND GO 1.95 MILE UPHILL ON WINDING
 DH2442'MOUNTAIN ROAD TO THE TOP OF THE MOUNTAIN AND THE STATION.
 DH2442'
 DH2442'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6 MILES SOUTHWEST
 DH2442'OF TALLADEGA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3887 ***********************************************************************
 DG3887  SACS        -  This is a Secondary Airport Control Station.
 DG3887  DESIGNATION -  ANB AP 1965 STA A
 DG3887  PID         -  DG3887
 DG3887  STATE/COUNTY-  AL/CALHOUN
 DG3887  USGS QUAD   -  OXFORD (1983)
 DG3887
 DG3887                         *CURRENT SURVEY CONTROL
 DG3887  ___________________________________________________________________
 DG3887* NAD 83(1992)-  33 35 41.30162(N)    085 50 59.20500(W)     ADJUSTED  
 DG3887* NAVD 88     -       185.67   (meters)     609.2    (feet)  LEVELING  
 DG3887  ___________________________________________________________________
 DG3887  X           -     384,900.837 (meters)                     COMP
 DG3887  Y           -  -5,304,443.084 (meters)                     COMP
 DG3887  Z           -   3,509,184.964 (meters)                     COMP
 DG3887  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 DG3887  ELLIP HEIGHT-         157.04  (meters)          (08/29/05) GPS OBS
 DG3887  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3887
 DG3887  HORZ ORDER  -  B
 DG3887  VERT ORDER  -  THIRD ?
 DG3887  ELLP ORDER  -  FOURTH    CLASS I
 DG3887
 DG3887.This mark is at Anniston Airport (ANB)
 DG3887
 DG3887.The horizontal coordinates were established by GPS observations
 DG3887.and adjusted by the National Geodetic Survey in August 1994..
 DG3887
 DG3887.The orthometric height was determined by differential leveling.
 DG3887.The vertical network tie was performed by a horz. field party for horz.
 DG3887.obs reductions. Reset procedures were used to establish the elevation.
 DG3887
 DG3887.Photographs are available for this station.
 DG3887
 DG3887.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3887
 DG3887.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3887
 DG3887.The ellipsoidal height was determined by GPS observations
 DG3887.and is referenced to NAD 83.
 DG3887
 DG3887.The geoid height was determined by GEOID03.
 DG3887
 DG3887;                    North         East     Units Scale Factor Converg.
 DG3887;SPC AL E     -   343,162.499   198,473.540   MT  0.99996003   -0 00 32.8
 DG3887;UTM  16      - 3,717,823.143   606,724.884   MT  0.99974042   +0 38 11.4
 DG3887
 DG3887!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3887!SPC AL E     -   0.99997535  x   0.99996003  =   0.99993538
 DG3887!UTM  16      -   0.99997535  x   0.99974042  =   0.99971577
 DG3887
 DG3887:                Primary Azimuth Mark                     Grid Az
 DG3887:SPC AL E     -  ANB ARP 1965                             229 03 46.1
 DG3887:UTM  16      -  ANB ARP 1965                             228 25 01.9
 DG3887
 DG3887|---------------------------------------------------------------------|
 DG3887| PID    Reference Object                     Distance      Geod. Az  |
 DG3887|                                                           dddmmss.s |
 DG3887| DG3886 ANB ARP 1965                        APPROX. 0.7 KM 2290313.3 |
 DG3887|---------------------------------------------------------------------|
 DG3887
 DG3887                          SUPERSEDED SURVEY CONTROL
 DG3887
 DG3887  ELLIP H (07/29/02)  156.95   (m)                       GP(       ) 4 2
 DG3887  ELLIP H (08/11/94)  157.00   (m)                       GP(       ) 4 1
 DG3887  NGVD 29 (08/11/94)  185.60   (m)          608.9    (f) LEVELING    3  
 DG3887
 DG3887.Superseded values are not recommended for survey control.
 DG3887.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3887.See file dsdata.txt to determine how the superseded data were derived.
 DG3887
 DG3887_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0672517823(NAD 83)
 DG3887_MARKER: DT = TOPOGRAPHIC STATION DISK
 DG3887_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3887_SP_SET: CONCRETE POST
 DG3887_STAMPING: AP 1965 STA A
 DG3887_MARK LOGO: CGS   
 DG3887_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3887_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3887+STABILITY: SURFACE MOTION
 DG3887_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3887+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DG3887
 DG3887  HISTORY     - Date     Condition        Report By
 DG3887  HISTORY     - 1965     MONUMENTED       CGS
 DG3887  HISTORY     - 19930408 GOOD
 DG3887  HISTORY     - 19940630 GOOD             NGS
 DG3887  HISTORY     - 20000317 GOOD             NGS
 DG3887  HISTORY     - 20040622 GOOD             MAPTEC
 DG3887
 DG3887                          STATION DESCRIPTION
 DG3887
 DG3887'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DG3887'STATION IS LOCATED ON THE ANNISTON METROPOLITAN AIRPORT SOUTH OF THE
 DG3887'CITY OF ANNISTON, AL SOUTH OF INTERSTATE HIGHWAY 20 AND WEST OF US
 DG3887'HIGHWAY 431 (ALSO STATE ROUTE 21).
 DG3887'TO REACH FROM THE AIRPORT TERMINAL PROCEED ACROSS RAMP TO TAXIWAY
 DG3887'RUNNING PARALLEL TO RUNWAY THEN NORTHWEST ON TAXIWAY 0.4 MI (0.6 KM)
 DG3887'TO RUNWAY END 23.  CROSS RUNWAY TO STATION ON LINE WITH THE END OF THE
 DG3887'RUNWAY.
 DG3887'IT IS 194.0 FT (59.1 M) NORTHEAST OF THE FIRST RUNWAY LIGHT (SHOWS
 DG3887'WHITE)SOUTHWEST OF THE RUNWAY END, 158.8 FT (48.4 M) EAST NORTHEAST
 DG3887'OF A PIPE LINE MARKER IN AN IRREGULAR MASS OF CONCRETENORTHWEST OF
 DG3887'THE EDGE OF THE RUNWAY NEAR THE EAST END OF HIGH GROUND), 125.02 FT
 DG3887'(38.11 M) NORTHWEST OF THE CENTERLINE END OF THE RUNWAY AND 40.7 FT
 DG3887'(12.4 M) NORTHWEST OF THE WESTERNMOST THRESHOLD LIGHT (SHOWS RED AND
 DG3887'GREEN) ON THE NORTH SIDE OF THE RUNWAY END.
 DG3887'ACCESS TO THE AIRFIELD IS CONTROLLED.  ENTRY ONTO THE AIRPORT SHOULD
 DG3887'BE ARRANGED THROUGH THE AIRPORT MANAGER OFFICE.  OFFICE PHONE NUMBER
 DG3887'IS 205-831-3831.
 DG3887
 DG3887                          STATION RECOVERY (1993)
 DG3887
 DG3887'RECOVERED 1993
 DG3887'RECOVERED IN GOOD CONDITION.
 DG3887
 DG3887                          STATION RECOVERY (1994)
 DG3887
 DG3887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DG3887'THE STATION IS LOCATED IN THE GRASS AREA NORTH OF RUNWAY 5-23 AT THE
 DG3887'23 END.  IT IS 194.0 FT (59.1 M) NORTHEAST OF THE FIRST RUNWAY LIGHT,
 DG3887'ON THE NORTHERLY SIDE, SOUTH OF THE RUNWAY END, 158.8 FT (48.4 M)
 DG3887'EAST-NORTHEAST OF A PIPE LINE MARK IN AN IRREGULAR MASS OF CONCRETE
 DG3887'THAT IS 84.4 FT (25.7 M) NORTHWEST OF THE EDGE OF THE RUNWAY, 125.02
 DG3887'FT (38.11 M) NORTHWEST OF THE CENTERLINE END OF THE RUNWAY MARKED WITH
 DG3887'A PK NAIL AND COPPER WASHER, AND 40.7 FT (12.4 M) NORTHWEST OF THE
 DG3887'WESTERLY OF FOUR THRESHOLD LIGHTS AT THE NORTHERLY EDGE OF THE RUNWAY
 DG3887'END.  THE STATION IS MARKED WITH A STANDARD CGS TOPOGRAPHIC STATION
 DG3887'DISK, STAMPED AP 1965 STA A, SET IN THE TOP OF 10-INCH CYLINDRICAL
 DG3887'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND SURFACE.
 DG3887
 DG3887                          STATION RECOVERY (2000)
 DG3887
 DG3887'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (LJL)
 DG3887'RECOVERED AS DESCRIBED.
 DG3887
 DG3887                          STATION RECOVERY (2004)
 DG3887
 DG3887'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (AP)
 DG3887'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3888 ***********************************************************************
 DG3888  SACS        -  This is a Secondary Airport Control Station.
 DG3888  DESIGNATION -  ANB AP 1965 STA B
 DG3888  PID         -  DG3888
 DG3888  STATE/COUNTY-  AL/CALHOUN
 DG3888  USGS QUAD   -  OXFORD (1983)
 DG3888
 DG3888                         *CURRENT SURVEY CONTROL
 DG3888  ___________________________________________________________________
 DG3888* NAD 83(1992)-  33 35 08.45536(N)    085 51 43.52813(W)     ADJUSTED  
 DG3888* NAVD 88     -       180.14   (meters)     591.0    (feet)  LEVELING  
 DG3888  ___________________________________________________________________
 DG3888  X           -     383,801.047 (meters)                     COMP
 DG3888  Y           -  -5,305,079.427 (meters)                     COMP
 DG3888  Z           -   3,508,338.831 (meters)                     COMP
 DG3888  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 DG3888  ELLIP HEIGHT-         151.41  (meters)          (07/29/02) GPS OBS
 DG3888  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3888
 DG3888  HORZ ORDER  -  B
 DG3888  VERT ORDER  -  THIRD ?
 DG3888  ELLP ORDER  -  FOURTH    CLASS II
 DG3888
 DG3888.This mark is at Anniston Airport (ANB)
 DG3888
 DG3888.The horizontal coordinates were established by GPS observations
 DG3888.and adjusted by the National Geodetic Survey in August 1994..
 DG3888
 DG3888.The orthometric height was determined by differential leveling.
 DG3888.The vertical network tie was performed by a horz. field party for horz.
 DG3888.obs reductions. Reset procedures were used to establish the elevation.
 DG3888
 DG3888.Photographs are available for this station.
 DG3888
 DG3888.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3888
 DG3888.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3888
 DG3888.The ellipsoidal height was determined by GPS observations
 DG3888.and is referenced to NAD 83.
 DG3888
 DG3888.The geoid height was determined by GEOID03.
 DG3888
 DG3888;                    North         East     Units Scale Factor Converg.
 DG3888;SPC AL E     -   342,150.804   197,330.493   MT  0.99996009   -0 00 57.3
 DG3888;UTM  16      - 3,716,798.861   605,593.558   MT  0.99973746   +0 37 46.3
 DG3888
 DG3888!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3888!SPC AL E     -   0.99997623  x   0.99996009  =   0.99993632
 DG3888!UTM  16      -   0.99997623  x   0.99973746  =   0.99971370
 DG3888
 DG3888:                Primary Azimuth Mark                     Grid Az
 DG3888:SPC AL E     -  ANB ARP 1965                             047 57 44.4
 DG3888:UTM  16      -  ANB ARP 1965                             047 19 00.8
 DG3888
 DG3888|---------------------------------------------------------------------|
 DG3888| PID    Reference Object                     Distance      Geod. Az  |
 DG3888|                                                           dddmmss.s |
 DG3888| DG3886 ANB ARP 1965                        APPROX. 0.8 KM 0475647.1 |
 DG3888|---------------------------------------------------------------------|
 DG3888
 DG3888                          SUPERSEDED SURVEY CONTROL
 DG3888
 DG3888  ELLIP H (08/11/94)  151.45   (m)                       GP(       ) 4 1
 DG3888  NGVD 29 (08/11/94)  180.07   (m)          590.8    (f) LEVELING    3  
 DG3888
 DG3888.Superseded values are not recommended for survey control.
 DG3888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3888.See file dsdata.txt to determine how the superseded data were derived.
 DG3888
 DG3888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0559416799(NAD 83)
 DG3888_MARKER: DT = TOPOGRAPHIC STATION DISK
 DG3888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3888_SP_SET: CONCRETE POST
 DG3888_STAMPING: AP 1965 STA B
 DG3888_MARK LOGO: CGS   
 DG3888_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3888+STABILITY: SURFACE MOTION
 DG3888_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3888+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2000
 DG3888
 DG3888  HISTORY     - Date     Condition        Report By
 DG3888  HISTORY     - 1965     MONUMENTED       CGS
 DG3888  HISTORY     - 19930408 GOOD
 DG3888  HISTORY     - 19940630 GOOD             NGS
 DG3888  HISTORY     - 20000317 GOOD             NGS
 DG3888
 DG3888                          STATION DESCRIPTION
 DG3888
 DG3888'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DG3888'STATION IS LOCATED ON THE ANNISTON METROPOLITAN AIRPORT SOUTH OF THE
 DG3888'CITY OF ANNISTON, AL SOUTH OF INTERSTATE HIGHWAY 20 AND WEST OF US
 DG3888'HIGHWAY 431 (ALSO STATE ROUTE 21).
 DG3888'TO REACH FROM THE AIRPORT TERMINAL RAMP PROCEED WEST TO THE TAXIWAY
 DG3888'RUNNING PARALLEL WITH THE RUNWAY.  DRIVE SOUTHWEST ON THE PARALLEL
 DG3888'TAXIWAY 0.45 MI (0.72 KM) TO A TAXIWAY LEADING TO THE RUNWAY.  TURN
 DG3888'WEST ONTO TAXIWAY AND PROCEED ACROSS RUNWAY TO STATION ON WEST SIDE
 DG3888'OF THE RUNWAY ON LINE WITH PROJECTION OF THE LINE OF THE SOUTH EDGE
 DG3888'OF THE TAXIWAY CROSSING THE RUNWAY.
 DG3888'IT IS 49.5 FT (15.1 M) NORTHWEST OF THE NORTHWEST EDGE OF THE RUNWAY,
 DG3888'66.1 FT (20.1 M) NORTH OF THE FIRST RUNWAY LIGHT (SHOWS WHITE)
 DG3888'SOUTHWEST OF THE SOUTHWEST EDGE OF PROJECTION OF THE TAXIWAY, 122.8 FT
 DG3888'(37.4 M) SOUTHWEST OF A COPPER NAIL AND WASHER SET IN THE SOUTH
 DG3888'CORNER OF A CONCRETE PAD ABOUT 4 FT (1.2 M) BY 6 FT (1.8 M) AND 149.9
 DG3888'FT (45.7 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT NORTHEAST OF THE
 DG3888'PROJECTION OF THE TAXIWAY CROSSING THE RUNWAY.
 DG3888'ACCESS TO THE FIELD IS CONTROLLED AND SHOULD BE ARRANGED THROUGH THE
 DG3888'AIRPORT MANAGER OFFICE.  OFFICE PHONE NUMBER IS 205-848-5341.
 DG3888
 DG3888                          STATION RECOVERY (1993)
 DG3888
 DG3888'RECOVERED 1993
 DG3888'RECOVERED IN GOOD CONDITION.
 DG3888
 DG3888                          STATION RECOVERY (1994)
 DG3888
 DG3888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DG3888'THIS STATION IS LOCATED NEAR THE OLD END OF RUNWAY 5, ACROSS FROM THE
 DG3888'LAST CROSSOVER TAXIWAY BEFORE THE NEW END OF THE RUNWAY.  IT IS ON
 DG3888'LINE WITH THE SOUTHWEST EDGE OF THE CROSSOVER TAXIWAY, 49.5 FT (15.1
 DG3888'M) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 5, 66.1 FT (20.1 M) NORTH
 DG3888'OF THE FIRST RUNWAY LIGHT SOUTHWEST OF THE SOUTHWEST EDGE OF THE
 DG3888'CROSSOVER TAXIWAY EXTEND, 122.9 FT (37.5 M) SOUTHWEST OF A COPPER NAIL
 DG3888'AND WASHER SET IN THE SOUTH CORNER OF AN OLD VASI LIGHT BASE, AND
 DG3888'149.9 FT (45.7 M) SOUTHWEST OF THE FIRST RUNWAY LIGHT NORTHEAST OF THE
 DG3888'CROSSOVER TAXIWAY.  THE STATION IS A STANDARD CGS TOP0GRAPHIC STATION
 DG3888'DISK SET IN THE TOP OF 12 INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 DG3888'FLUSH WITH THE GROUND.  IT IS STAMPED AP 1965 STA B.
 DG3888
 DG3888                          STATION RECOVERY (2000)
 DG3888
 DG3888'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (LJL)
 DG3888'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3886 ***********************************************************************
 DG3886  PACS        -  This is a Primary Airport Control Station.
 DG3886  DESIGNATION -  ANB ARP 1965
 DG3886  PID         -  DG3886
 DG3886  STATE/COUNTY-  AL/CALHOUN
 DG3886  USGS QUAD   -  OXFORD (1983)
 DG3886
 DG3886                         *CURRENT SURVEY CONTROL
 DG3886  ___________________________________________________________________
 DG3886* NAD 83(1992)-  33 35 25.77717(N)    085 51 20.58379(W)     ADJUSTED  
 DG3886* NAVD 88     -       182.22   (meters)     597.8    (feet)  LEVELING  
 DG3886  ___________________________________________________________________
 DG3886  X           -     384,369.956 (meters)                     COMP
 DG3886  Y           -  -5,304,743.953 (meters)                     COMP
 DG3886  Z           -   3,508,784.567 (meters)                     COMP
 DG3886  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 DG3886  ELLIP HEIGHT-         153.49  (meters)          (07/29/02) GPS OBS
 DG3886  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3886
 DG3886  HORZ ORDER  -  B
 DG3886  VERT ORDER  -  THIRD ?
 DG3886  ELLP ORDER  -  FOURTH    CLASS II
 DG3886
 DG3886.This mark is at Anniston Airport (ANB)
 DG3886
 DG3886.The horizontal coordinates were established by GPS observations
 DG3886.and adjusted by the National Geodetic Survey in August 1994..
 DG3886
 DG3886.The orthometric height was determined by differential leveling.
 DG3886.The vertical network tie was performed by a horz. field party for horz.
 DG3886.obs reductions. Reset procedures were used to establish the elevation.
 DG3886
 DG3886.Photographs are available for this station.
 DG3886
 DG3886.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3886
 DG3886.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3886
 DG3886.The ellipsoidal height was determined by GPS observations
 DG3886.and is referenced to NAD 83.
 DG3886
 DG3886.The geoid height was determined by GEOID03.
 DG3886
 DG3886;                    North         East     Units Scale Factor Converg.
 DG3886;SPC AL E     -   342,684.317   197,922.236   MT  0.99996005   -0 00 44.6
 DG3886;UTM  16      - 3,717,338.887   606,179.123   MT  0.99973899   +0 37 59.3
 DG3886
 DG3886!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3886!SPC AL E     -   0.99997590  x   0.99996005  =   0.99993595
 DG3886!UTM  16      -   0.99997590  x   0.99973899  =   0.99971490
 DG3886
 DG3886:                Primary Azimuth Mark                     Grid Az
 DG3886:SPC AL E     -  ANB AP 1965 STA A                        049 03 46.1
 DG3886:UTM  16      -  ANB AP 1965 STA A                        048 25 02.2
 DG3886
 DG3886|---------------------------------------------------------------------|
 DG3886| PID    Reference Object                     Distance      Geod. Az  |
 DG3886|                                                           dddmmss.s |
 DG3886| DG3887 ANB AP 1965 STA A                   APPROX. 0.7 KM 0490301.5 |
 DG3886| DG3888 ANB AP 1965 STA B                   APPROX. 0.8 KM 2275659.8 |
 DG3886|---------------------------------------------------------------------|
 DG3886
 DG3886                          SUPERSEDED SURVEY CONTROL
 DG3886
 DG3886  ELLIP H (08/11/94)  153.53   (m)                       GP(       ) 4 1
 DG3886  NGVD 29 (08/11/94)  182.15   (m)          597.6    (f) LEVELING    3  
 DG3886
 DG3886.Superseded values are not recommended for survey control.
 DG3886.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3886.See file dsdata.txt to determine how the superseded data were derived.
 DG3886
 DG3886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0617917339(NAD 83)
 DG3886_MARKER: DT = TOPOGRAPHIC STATION DISK
 DG3886_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3886_SP_SET: CONCRETE POST
 DG3886_STAMPING: ARP 1965
 DG3886_MARK LOGO: CGS   
 DG3886_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3886_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3886+STABILITY: SURFACE MOTION
 DG3886_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3886+SATELLITE: SATELLITE OBSERVATIONS - March 17, 2000
 DG3886
 DG3886  HISTORY     - Date     Condition        Report By
 DG3886  HISTORY     - 1965     MONUMENTED       NGS
 DG3886  HISTORY     - 19930408 GOOD
 DG3886  HISTORY     - 19940630 GOOD             NGS
 DG3886  HISTORY     - 19980713 GOOD             JCLS
 DG3886  HISTORY     - 20000317 GOOD             NGS
 DG3886  HISTORY     - 20030308 MARK NOT FOUND   JCLS
 DG3886
 DG3886                          STATION DESCRIPTION
 DG3886
 DG3886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 DG3886'STATION IS LOCATED ON THE ANNISTON METROPOLITAN AIRPORT SOUTH OF THE
 DG3886'CITY OF ANNISTON, AL SOUTH OF INTERSTATE HIGHWAY 20 AND WEST OF US
 DG3886'HIGHWAY 431 (ALSO STATE ROUTE 21).
 DG3886'TO REACH FROM THE TERMINAL BUILDING PROCEED WEST ACROSS RAMP TO
 DG3886'TAXIWAY RUNNING PARALLEL TO RUNWAY TURN ONTO TAXIWAY AND DRIVE
 DG3886'SOUTHWEST TO FIRST TAXIWAY CONNECTING TO THE RUNWAY.  CROSS RUNWAY ON
 DG3886'TAXIWAY TO STATION JUST NORTH OF BROKEN ASPHALT ON THE WEST SIDE OF
 DG3886'THE RUNWAY.
 DG3886'IT IS 144.3 FT (44.0 M) NORTH OF THE FIRST RUNWAY LIGHT (SHOWS WHITE)
 DG3886'NORTHEAST OF THE CENTERLINE EXTENDED OF THE TAXIWAY, 138.5 FT
 DG3886'(42.2 M) NORTHEAST OF THE CENTERLINE EXTENDED OF THE TAXIWAY, 90.6 FT
 DG3886'(27.6 M) WOUTHWEST OF THE SECOND RUNWAY LIGHT NORTHEAST OF THE
 DG3886'CENTERLINE EXTENDED OF THE TAXIWAY AND 73.7 FT (22.5 M) NORTHWEST OF
 DG3886'THE NORTHWEST EDGE OF THE RUNWAY.
 DG3886'ACCESS TO THE AIRPORT IS CONTROLLED.  CONTACT THE AIRPORT MANAGER
 DG3886'OFFICE FOR PERMISSION TO ENTER THE AIRFIELD.  OFFICE PHONE NUMBER IS
 DG3886'205-848-5341.
 DG3886
 DG3886                          STATION RECOVERY (1993)
 DG3886
 DG3886'RECOVERED 1993
 DG3886'RECOVERED IN GOOD CONDITION.
 DG3886
 DG3886                          STATION RECOVERY (1994)
 DG3886
 DG3886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1994
 DG3886'THIS STATION IS LOCATED IN THE GRASS AREA ACROSS RUNWAY 5-23 FROM THE
 DG3886'FIRST CROSSOVER TAXIWAY SW OF THE RAMP AREA IN FRONT OF THE TERMINAL
 DG3886'BUILDING.  IT IS 73.7 FT (22.5 M) NORTHWEST OF THE NORTHWEST EDGE OF
 DG3886'RUNWAY 5-23, 90.6 FT (27.6 M) SOUTHWEST OF THE 2ND RUNWAY LIGHT
 DG3886'NORTHEAST OF THE C/L OF THE CROSSOVER TAXIWAY EXTENDED, 138.5 FT (42.2
 DG3886'M) NORTHEAST OF THE C/L EXTENDED OF THE CROSSOVER TAXIWAY, AND 144.3
 DG3886'FT (44.0 M) NORTH OF THE 1ST RUNWAY LIGHT NORTHEAST OF THE C/L
 DG3886'EXTENDED OF THE CROSSOVER TAXIWAY.  THE STATION IS A STANDARD CGS
 DG3886'TOPOGRAPHIC STATION DISK SET IN THE TOP OF A 12 INCH CYLINDRICAL
 DG3886'CONCRETE MONUMENT THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED ARP
 DG3886'1965.
 DG3886
 DG3886                          STATION RECOVERY (1998)
 DG3886
 DG3886'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 DG3886'RECOVERED IN GOOD CONDITION.
 DG3886
 DG3886                          STATION RECOVERY (2000)
 DG3886
 DG3886'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2000 (LJL)
 DG3886'RECOVERED AS DESCRIBED.
 DG3886
 DG3886                          STATION RECOVERY (2003)
 DG3886
 DG3886'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DG3886'THIS STATION WAS NOT RECOVERED DUE TO THE AIRPORT REFUSING TO GRANT
 DG3886'ACCESS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0298 ***********************************************************************
 BU0298  DESIGNATION -  ANDA AZ MK
 BU0298  PID         -  BU0298
 BU0298  STATE/COUNTY-  AL/COVINGTON
 BU0298  USGS QUAD   -  ANDALUSIA (1986)
 BU0298
 BU0298                         *CURRENT SURVEY CONTROL
 BU0298  ___________________________________________________________________
 BU0298* NAD 83(1986)-  31 18 51.     (N)    086 28 22.     (W)     SCALED    
 BU0298* NAVD 88     -       102.512  (meters)     336.32   (feet)  ADJUSTED  
 BU0298  ___________________________________________________________________
 BU0298  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU0298  DYNAMIC HT  -         102.386 (meters)     335.91  (feet)  COMP
 BU0298  MODELED GRAV-     979,409.8   (mgal)                       NAVD 88
 BU0298
 BU0298  VERT ORDER  -  FIRST     CLASS I
 BU0298
 BU0298.The horizontal coordinates were scaled from a topographic map and have
 BU0298.an estimated accuracy of +/- 6 seconds.
 BU0298
 BU0298.The orthometric height was determined by differential leveling
 BU0298.and adjusted by the National Geodetic Survey in June 1991..
 BU0298
 BU0298.The geoid height was determined by GEOID03.
 BU0298
 BU0298.The dynamic height is computed by dividing the NAVD 88
 BU0298.geopotential number by the normal gravity value computed on the
 BU0298.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0298.degrees latitude (g = 980.6199 gals.).
 BU0298
 BU0298.The modeled gravity was interpolated from observed gravity values.
 BU0298
 BU0298;                    North         East    Units  Estimated Accuracy
 BU0298;SPC AL E     -    90,440.      139,130.      MT  (+/- 180 meters Scaled)
 BU0298
 BU0298                          SUPERSEDED SURVEY CONTROL
 BU0298
 BU0298  NGVD 29 (??/??/92)  102.545  (m)          336.43   (f) ADJ UNCH    1 1
 BU0298
 BU0298.Superseded values are not recommended for survey control.
 BU0298.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0298.See file dsdata.txt to determine how the superseded data were derived.
 BU0298
 BU0298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV501645(NAD 83)
 BU0298_MARKER: DZ = AZIMUTH MARK DISK
 BU0298_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0298_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0298_STAMPING: ANDA 1944
 BU0298_MARK LOGO: CGS   
 BU0298_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0298+STABILITY: SURFACE MOTION
 BU0298
 BU0298  HISTORY     - Date     Condition        Report By
 BU0298  HISTORY     - 1944     MONUMENTED       CGS
 BU0298  HISTORY     - 1968     GOOD             NGS
 BU0298
 BU0298                          STATION DESCRIPTION
 BU0298
 BU0298'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0298'IN ANDALUSIA.
 BU0298'AT ANDALUSIA, ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE
 BU0298'POST OFFICE, THENCE ABOUT 0.35 MILE WEST ALONG SECOND STREET, THENCE
 BU0298'ABOUT 0.1 MILE NORTH ALONG FOURTH AVENUE, 155 1/2 FEET NORTH OF THE
 BU0298'INTERSECTION OF THIRD STREET, IN THE FRONT YARD OF A ONE STORY RED
 BU0298'BRICK HOUSE, 40.7 FEET EAST-NORTHEAST OF THE SOUTHEAST CORNER OF THE
 BU0298'HOUSE, 7.2 FEET WEST OF THE WEST CURB OF THE AVENUE, 13 FEET SOUTH OF
 BU0298'A PUMP THAT SERVES AS A LIGHTPOST, 4.9 FEET SOUTH OF THE SOUTH EDGE OF
 BU0298'THE CONCRETE WALK TO THE HOUSE, ABOUT LEVEL WITH THE AVENUE AND SET IN
 BU0298'THE TOP OF A CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0299 ***********************************************************************
 BU0299  DESIGNATION -  ANDA RM 4
 BU0299  PID         -  BU0299
 BU0299  STATE/COUNTY-  AL/COVINGTON
 BU0299  USGS QUAD   -  ANDALUSIA (1986)
 BU0299
 BU0299                         *CURRENT SURVEY CONTROL
 BU0299  ___________________________________________________________________
 BU0299* NAD 83(1986)-  31 18 45.     (N)    086 28 07.     (W)     SCALED    
 BU0299* NAVD 88     -       106.304  (meters)     348.77   (feet)  ADJUSTED  
 BU0299  ___________________________________________________________________
 BU0299  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU0299  DYNAMIC HT  -         106.173 (meters)     348.34  (feet)  COMP
 BU0299  MODELED GRAV-     979,410.0   (mgal)                       NAVD 88
 BU0299
 BU0299  VERT ORDER  -  FIRST     CLASS I
 BU0299
 BU0299.The horizontal coordinates were scaled from a topographic map and have
 BU0299.an estimated accuracy of +/- 6 seconds.
 BU0299
 BU0299.The orthometric height was determined by differential leveling
 BU0299.and adjusted by the National Geodetic Survey in June 1991..
 BU0299
 BU0299.The geoid height was determined by GEOID03.
 BU0299
 BU0299.The dynamic height is computed by dividing the NAVD 88
 BU0299.geopotential number by the normal gravity value computed on the
 BU0299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0299.degrees latitude (g = 980.6199 gals.).
 BU0299
 BU0299.The modeled gravity was interpolated from observed gravity values.
 BU0299
 BU0299;                    North         East    Units  Estimated Accuracy
 BU0299;SPC AL E     -    90,250.      139,530.      MT  (+/- 180 meters Scaled)
 BU0299
 BU0299                          SUPERSEDED SURVEY CONTROL
 BU0299
 BU0299  NGVD 29 (??/??/92)  106.337  (m)          348.87   (f) ADJ UNCH    1 1
 BU0299
 BU0299.Superseded values are not recommended for survey control.
 BU0299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0299.See file dsdata.txt to determine how the superseded data were derived.
 BU0299
 BU0299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV505643(NAD 83)
 BU0299_MARKER: DR = REFERENCE MARK DISK
 BU0299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0299_STAMPING: ANDA NO 4 1944
 BU0299_MARK LOGO: CGS   
 BU0299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0299+STABILITY: SURFACE MOTION
 BU0299
 BU0299  HISTORY     - Date     Condition        Report By
 BU0299  HISTORY     - 1953     MONUMENTED       CGS
 BU0299  HISTORY     - 1968     GOOD             NGS
 BU0299
 BU0299                          STATION DESCRIPTION
 BU0299
 BU0299'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0299'IN ANDALUSIA.
 BU0299'AT ANDALUSIA, ABOUT 0.6 MILE NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE
 BU0299'POST OFFICE, THENCE ABOUT 0.1 MILE WEST ALONG SECOND STREET, AT THE
 BU0299'JUNCTION OF FIRST AVENUE, ON THE INSIDE OF A CHAIN LINK FENCE AROUND
 BU0299'THE CITY WATER TANK, 42.5 FEET SOUTH-SOUTHWEST OF THE STATION MARK
 BU0299'DESCRIBED, 67 FEET WEST OF THE WEST CORNER OF THE CONCRETE BASE OF THE
 BU0299'SOUTHWEST LEG OF THE TANK, 22.3 FEET NORTH OF THE NORTH CURB OF THE
 BU0299'STREET, 9.7 FEET NORTH OF THE EAST-WEST FENCE, ABOUT 3 FEET ABOVE THE
 BU0299'LEVEL OF THE STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 BU0299'INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0297 ***********************************************************************
 BU0297  DESIGNATION -  ANDALUSIA BM
 BU0297  PID         -  BU0297
 BU0297  STATE/COUNTY-  AL/COVINGTON
 BU0297  USGS QUAD   -  ANDALUSIA (1986)
 BU0297
 BU0297                         *CURRENT SURVEY CONTROL
 BU0297  ___________________________________________________________________
 BU0297* NAD 83(1986)-  31 18 24.     (N)    086 29 00.     (W)     SCALED    
 BU0297* NAVD 88     -       106.264  (meters)     348.63   (feet)  ADJUSTED  
 BU0297  ___________________________________________________________________
 BU0297  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU0297  DYNAMIC HT  -         106.133 (meters)     348.20  (feet)  COMP
 BU0297  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 BU0297
 BU0297  VERT ORDER  -  FIRST     CLASS II
 BU0297
 BU0297.The horizontal coordinates were scaled from a topographic map and have
 BU0297.an estimated accuracy of +/- 6 seconds.
 BU0297
 BU0297.The orthometric height was determined by differential leveling
 BU0297.and adjusted by the National Geodetic Survey in June 1991..
 BU0297
 BU0297.The geoid height was determined by GEOID03.
 BU0297
 BU0297.The dynamic height is computed by dividing the NAVD 88
 BU0297.geopotential number by the normal gravity value computed on the
 BU0297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0297.degrees latitude (g = 980.6199 gals.).
 BU0297
 BU0297.The modeled gravity was interpolated from observed gravity values.
 BU0297
 BU0297;                    North         East    Units  Estimated Accuracy
 BU0297;SPC AL E     -    89,610.      138,120.      MT  (+/- 180 meters Scaled)
 BU0297
 BU0297                          SUPERSEDED SURVEY CONTROL
 BU0297
 BU0297  NGVD 29 (??/??/92)  106.298  (m)          348.75   (f) ADJ UNCH    1 2
 BU0297
 BU0297.Superseded values are not recommended for survey control.
 BU0297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0297.See file dsdata.txt to determine how the superseded data were derived.
 BU0297
 BU0297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV491637(NAD 83)
 BU0297_MARKER: DB = BENCH MARK DISK
 BU0297_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0297_SP_SET: BUILDING
 BU0297_STAMPING: ANDALUSIA 1933
 BU0297_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0297
 BU0297  HISTORY     - Date     Condition        Report By
 BU0297  HISTORY     - 1933     MONUMENTED       CGS
 BU0297  HISTORY     - 1968     GOOD             NGS
 BU0297
 BU0297                          STATION DESCRIPTION
 BU0297
 BU0297'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0297'IN ANDALUSIA.
 BU0297'AT ANDALUSIA, AT THE SOUTHWEST CORNER OF THE JUNCTION OF SOUTH THREE
 BU0297'NOTCH STREET AND DUNSON STREET, SET VERTICALLY IN THE EAST WALL OF THE
 BU0297'ONE STORY RED BRICK ANDALUSIA PUBLIC LIBRARY BUILDING, 20 FEET WEST OF
 BU0297'THE WEST CURB OF SOUTH THREE NOTCH STREET, 24.3 FEET NORTH OF THE
 BU0297'SOUTHEAST CORNER OF THE BUILDING, 3.3 FEET SOUTH OF THE SOUTH END OF
 BU0297'THE LANDING AT THE TOP OF THE STEPS TO THE MAIN (EAST) ENTRANCE TO THE
 BU0297'BUILDING, 1.6 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT 3 FEET
 BU0297'ABOVE THE LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0283 ***********************************************************************
 BU0283  DESIGNATION -  ANDALUSIA M
 BU0283  PID         -  BU0283
 BU0283  STATE/COUNTY-  AL/COVINGTON
 BU0283  USGS QUAD   -  ANDALUSIA (1986)
 BU0283
 BU0283                         *CURRENT SURVEY CONTROL
 BU0283  ___________________________________________________________________
 BU0283* NAD 83(1986)-  31 18 20.     (N)    086 23 32.     (W)     SCALED    
 BU0283* NAVD 88     -        96.661  (meters)     317.13   (feet)  ADJUSTED  
 BU0283  ___________________________________________________________________
 BU0283  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BU0283  DYNAMIC HT  -          96.542 (meters)     316.74  (feet)  COMP
 BU0283  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 BU0283
 BU0283  VERT ORDER  -  FIRST     CLASS I
 BU0283
 BU0283.This mark is at Andalusia-Opp Airport (79J)
 BU0283
 BU0283.The horizontal coordinates were scaled from a topographic map and have
 BU0283.an estimated accuracy of +/- 6 seconds.
 BU0283
 BU0283.The orthometric height was determined by differential leveling
 BU0283.and adjusted by the National Geodetic Survey in June 1991..
 BU0283
 BU0283.The geoid height was determined by GEOID03.
 BU0283
 BU0283.The dynamic height is computed by dividing the NAVD 88
 BU0283.geopotential number by the normal gravity value computed on the
 BU0283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0283.degrees latitude (g = 980.6199 gals.).
 BU0283
 BU0283.The modeled gravity was interpolated from observed gravity values.
 BU0283
 BU0283;                    North         East    Units  Estimated Accuracy
 BU0283;SPC AL E     -    89,440.      146,800.      MT  (+/- 180 meters Scaled)
 BU0283
 BU0283                          SUPERSEDED SURVEY CONTROL
 BU0283
 BU0283  NGVD 29 (??/??/92)   96.693  (m)          317.23   (f) ADJ UNCH    1 1
 BU0283
 BU0283.Superseded values are not recommended for survey control.
 BU0283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0283.See file dsdata.txt to determine how the superseded data were derived.
 BU0283
 BU0283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV578636(NAD 83)
 BU0283_MARKER: DG = GRAVITY STATION DISK
 BU0283_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0283_SP_SET: CONCRETE PORCH FLOOR OF BUILDING
 BU0283_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0283
 BU0283  HISTORY     - Date     Condition        Report By
 BU0283  HISTORY     - UNK      MONUMENTED       DOD
 BU0283  HISTORY     - 1968     GOOD             NGS
 BU0283
 BU0283                          STATION DESCRIPTION
 BU0283
 BU0283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0283'IN SANFORD.
 BU0283'AT SANFORD, 0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE CROSSING
 BU0283'OF THE LOUISVILLE AND NASHVILLE RAILROAD, THENCE 0.2 MILE NORTH ALONG
 BU0283'A DRIVE, AT ANDALUSIA MUNICIPAL AIRPORT, SET IN THE TOP OF THE
 BU0283'NORTHEAST CORNER OF THE CONCRETE FLOOR OF THE PORCH TO THE SOUTH
 BU0283'ENTRANCE OF THE RED BRICK ADMINISTRATION BUILDING, 18.1 FEET WEST OF
 BU0283'THE SOUTHEAST CORNER OF THE BUILDING, 1.8 FEET EAST OF THE EAST EDGE
 BU0283'OF THE SOUTH ENTRANCE AND ABOUT 1/2 FOOT BELOW THE LEVEL OF THE
 BU0283'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1853 ***********************************************************************
 BU1853  DESIGNATION -  ANDALUSIA MUNICIPAL TANK 1944
 BU1853  PID         -  BU1853
 BU1853  STATE/COUNTY-  AL/COVINGTON
 BU1853  USGS QUAD   -  ANDALUSIA (1986)
 BU1853
 BU1853                         *CURRENT SURVEY CONTROL
 BU1853  ___________________________________________________________________
 BU1853* NAD 83(1992)-  31 18 44.89790(N)    086 28 06.36715(W)     ADJUSTED  
 BU1853* NAVD 88     -                                                        
 BU1853  ___________________________________________________________________
 BU1853  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 BU1853  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU1853
 BU1853  HORZ ORDER  -  THIRD
 BU1853
 BU1853.The horizontal coordinates were established by classical geodetic methods
 BU1853.and adjusted by the National Geodetic Survey in December 1992..
 BU1853
 BU1853
 BU1853.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1853
 BU1853.The geoid height was determined by GEOID03.
 BU1853
 BU1853;                    North         East     Units Scale Factor Converg.
 BU1853;SPC AL E     -    90,247.527   139,545.579   MT  1.00000506   -0 19 48.3
 BU1853;UTM  16      - 3,464,354.421   550,580.497   MT  0.99963156   +0 16 34.5
 BU1853
 BU1853                          SUPERSEDED SURVEY CONTROL
 BU1853
 BU1853  NAD 83(1986)-  31 18 44.90927(N)    086 28 06.36677(W) AD(       ) 4
 BU1853  NAD 27      -  31 18 44.29300(N)    086 28 06.51500(W) AD(       ) 3
 BU1853
 BU1853.Superseded values are not recommended for survey control.
 BU1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1853.See file dsdata.txt to determine how the superseded data were derived.
 BU1853
 BU1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5058064354(NAD 83)
 BU1853_MARKER: 53 = ELEVATED TANK
 BU1853
 BU1853  HISTORY     - Date     Condition        Report By
 BU1853  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1853  HISTORY     - 1959     GOOD             USFS
 BU1853
 BU1853                          STATION DESCRIPTION
 BU1853
 BU1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1853'STATION IS THE STEEL CONICAL-ROOFED WATER TANK ATOP A FOUR-LEGGED
 BU1853'STEEL STRUCTURE, LOCATED ON THE NW CORNER OF THE INTERSECTION OF
 BU1853'SECOND STREET AND FIRST AVENUE IN THE CITY OF ANDALUSIA.  IT IS
 BU1853'ABOUT 125 FEET HIGH AND PAINTED SILVER.
 BU1853'
 BU1853'THE POINT OBSERVED ON WAS THE POINT AT THE APEX OF THE ROOF.
 BU1853'
 BU1853'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION ANDA.
 BU1853'IT IS 74.51 FEET.
 BU1853
 BU1853                          STATION RECOVERY (1959)
 BU1853
 BU1853'RECOVERY NOTE BY US FOREST SERVICE 1959
 BU1853'A RELATIVELY NEW WATER TOWER HAS BEEN ADDED TO THE CITY WATER
 BU1853'SYSTEM SOUTH OF THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1852 ***********************************************************************
 BU1852  DESIGNATION -  ANDALUSIA W MUNICIPAL TANK
 BU1852  PID         -  BU1852
 BU1852  STATE/COUNTY-  AL/COVINGTON
 BU1852  USGS QUAD   -  ANDALUSIA (1986)
 BU1852
 BU1852                         *CURRENT SURVEY CONTROL
 BU1852  ___________________________________________________________________
 BU1852* NAD 83(1992)-  31 18 51.04688(N)    086 29 28.42520(W)     ADJUSTED  
 BU1852* NAVD 88     -                                                        
 BU1852  ___________________________________________________________________
 BU1852  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 BU1852  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BU1852
 BU1852  HORZ ORDER  -  THIRD
 BU1852
 BU1852.The horizontal coordinates were established by classical geodetic methods
 BU1852.and adjusted by the National Geodetic Survey in December 1992..
 BU1852
 BU1852
 BU1852.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1852
 BU1852.The geoid height was determined by GEOID03.
 BU1852
 BU1852;                    North         East     Units Scale Factor Converg.
 BU1852;SPC AL E     -    90,449.629   137,376.948   MT  1.00000835   -0 20 31.0
 BU1852;UTM  16      - 3,464,533.495   548,410.666   MT  0.99962891   +0 15 51.9
 BU1852
 BU1852                          SUPERSEDED SURVEY CONTROL
 BU1852
 BU1852  NAD 83(1986)-  31 18 51.05847(N)    086 29 28.42507(W) AD(       ) 4
 BU1852  NAD 27      -  31 18 50.44400(N)    086 29 28.57300(W) AD(       ) 3
 BU1852
 BU1852.Superseded values are not recommended for survey control.
 BU1852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1852.See file dsdata.txt to determine how the superseded data were derived.
 BU1852
 BU1852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4841164533(NAD 83)
 BU1852_MARKER: 53 = ELEVATED TANK
 BU1852
 BU1852  HISTORY     - Date     Condition        Report By
 BU1852  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1852
 BU1852                          STATION DESCRIPTION
 BU1852
 BU1852'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1852'STATION IS THE CONICAL-ROOFED TANK ATOP A FOUR-LEGGED STEEL
 BU1852'STRUCTURE LOCATED ON THE SW CORNER OF THE INTERSECTION OF HOLLY
 BU1852'AND BARTON AVENUES IN THE CITY OF ANDALUSIA.  IT IS ABOUT 125
 BU1852'FEET HIGH AND PAINTED SILVER.
 BU1852'
 BU1852'THE APEX OF THE ROOF WAS THE POINT OBSERVED ON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1972 ***********************************************************************
 BU1972  DESIGNATION -  ANDAPORT
 BU1972  PID         -  BU1972
 BU1972  STATE/COUNTY-  AL/COVINGTON
 BU1972  USGS QUAD   -  ANDALUSIA (1986)
 BU1972
 BU1972                         *CURRENT SURVEY CONTROL
 BU1972  ___________________________________________________________________
 BU1972* NAD 83(1992)-  31 18 28.58818(N)    086 23 29.95600(W)     ADJUSTED  
 BU1972* NAVD 88     -        93.4    (meters)     306.     (feet)  VERTCON   
 BU1972  ___________________________________________________________________
 BU1972  X           -     343,276.564 (meters)                     COMP
 BU1972  Y           -  -5,443,572.014 (meters)                     COMP
 BU1972  Z           -   3,295,146.158 (meters)                     COMP
 BU1972  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BU1972  ELLIP HEIGHT-          66.50  (meters)          (07/29/02) GPS OBS
 BU1972  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BU1972
 BU1972  HORZ ORDER  -  FIRST
 BU1972  ELLP ORDER  -  FOURTH    CLASS I
 BU1972
 BU1972.This mark is at Andalusia-Opp Airport (79J)
 BU1972
 BU1972.The horizontal coordinates were established by GPS observations
 BU1972.and adjusted by the National Geodetic Survey in December 1992..
 BU1972
 BU1972.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1972.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1972
 BU1972.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU1972
 BU1972.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1972
 BU1972.The ellipsoidal height was determined by GPS observations
 BU1972.and is referenced to NAD 83.
 BU1972
 BU1972.The geoid height was determined by GEOID03.
 BU1972
 BU1972;                    North         East     Units Scale Factor Converg.
 BU1972;SPC AL E     -    89,705.660   146,851.808   MT  0.99999483   -0 17 24.5
 BU1972;UTM  16      - 3,463,890.066   557,889.393   MT  0.99964133   +0 18 58.1
 BU1972
 BU1972!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1972!SPC AL E     -   0.99998956  x   0.99999483  =   0.99998439
 BU1972!UTM  16      -   0.99998956  x   0.99964133  =   0.99963089
 BU1972
 BU1972:                Primary Azimuth Mark                     Grid Az
 BU1972:SPC AL E     -  B 422                                    202 10 08.7
 BU1972:UTM  16      -  B 422                                    201 33 46.1
 BU1972
 BU1972|---------------------------------------------------------------------|
 BU1972| PID    Reference Object                     Distance      Geod. Az  |
 BU1972|                                                           dddmmss.s |
 BU1972| BU0282 B 422                               APPROX. 0.6 KM 2015244.2 |
 BU1972| BU1975 ANDAPORT AZ MK                      APPROX. 1.0 KM 2865529.9 |
 BU1972|---------------------------------------------------------------------|
 BU1972
 BU1972                          SUPERSEDED SURVEY CONTROL
 BU1972
 BU1972  ELLIP H (12/04/92)   66.54   (m)                       GP(       ) 4 1
 BU1972  NAD 83(1986)-  31 18 28.60269(N)    086 23 29.96640(W) AD(       ) 1
 BU1972  NAD 83(1986)-  31 18 28.60293(N)    086 23 29.96664(W) AD(       ) 3
 BU1972  NAD 27      -  31 18 27.99538(N)    086 23 30.13278(W) AD(       ) 3
 BU1972  NGVD 29 (12/04/92)   93.4    (m)          306.     (f) GPS OBS        
 BU1972
 BU1972.Superseded values are not recommended for survey control.
 BU1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1972.See file dsdata.txt to determine how the superseded data were derived.
 BU1972
 BU1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5788963890(NAD 83)
 BU1972_MARKER: DH = HORIZONTAL CONTROL DISK
 BU1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1972_SP_SET: CONCRETE POST
 BU1972_STAMPING: ANDAPORT 1986
 BU1972_MARK LOGO: CGS   
 BU1972_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1972+STABILITY: SURFACE MOTION
 BU1972_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1972+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1991
 BU1972
 BU1972  HISTORY     - Date     Condition        Report By
 BU1972  HISTORY     - 1986     MONUMENTED       NGS
 BU1972  HISTORY     - 19870516 GOOD
 BU1972  HISTORY     - 19900201 GOOD             ALHD
 BU1972  HISTORY     - 19910116 GOOD
 BU1972
 BU1972                          STATION DESCRIPTION
 BU1972
 BU1972'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BU1972'THE STATION IS LOCATED ABOUT 8 KM (5 MI) EAST OF ANDALUSIA ON THE
 BU1972'ANDALUSIA-OPP AURPORT ON RIGHT SIDE OF RAMP NEAR RUNWAY.  OWNERSHIP--
 BU1972'PUBLIC/CITIES OF ANDALUSIA - OPP, P.O. BOX 429, ANDALUSIA, AL. 36420,
 BU1972'TELEPHONE 205-222-2030.  MANAGER - CONARD MERSHON, ROUTE 3 BOX 57B,
 BU1972'ANDALUSIA, AL. TELEPHONE 205-222-3660.
 BU1972'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND 29 IN
 BU1972'ANDALUSIA, GO EAST ON HIGHWAY 84 FOR 7 KM (4.35 MI) TO A PAVED ROAD
 BU1972'LEFT, AIRPORT SIGN AND ENTRANCE.  TURN LEFT, GO NORTHEAST ON PAVED
 BU1972'ROAD FOR 0.3 KM (0.2 MI) TO TERMINAL.  PASS SOUTH OF TERMINAL THROUGH
 BU1972'CHAIN LINK GATE, CROSSING APRON ON RAMP TO STATION ANDAPORT ON RIGHT,
 BU1972'GO WEST ALONG THE RUNWAY FOR 1.0 KM (0.6 MI) TO THE STATION ON THE
 BU1972'LEFT NEAR THE END OF RUNWAY 11.
 BU1972'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 27.7 METERS
 BU1972'(91 FT) EAST OF CENTERLINE OF THE RAMP AND 7.7 METERS (25.5FT)
 BU1972'SOUTH-SOUTHEAST OF A 2 BY 4 FOOT FLUSH CONCRETE LIGHT BASE.
 BU1972'THE UNDERGROUND MARK IS SET 1.0 METER BELOW THE GROUND.
 BU1972'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BU1972
 BU1972                          STATION RECOVERY (1987)
 BU1972
 BU1972'RECOVERED 1987
 BU1972'RECOVERED IN GOOD CONDITION.
 BU1972
 BU1972                          STATION RECOVERY (1990)
 BU1972
 BU1972'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU1972'THE STATION IS LOCATED IN COVINGTON COUNTY ON THE ANDALUSIA - OPP
 BU1972'MUNICIPAL AIRPORT IN SANFORD.
 BU1972'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND U. S. 84 IN
 BU1972'ANDALUSIA, DRIVE EAST ON U. S. 84 4.35 MI (7.00 KM) TO THE AIRPORT
 BU1972'ENTRANCE ON THE LEFT, TURN LEFT AND DRIVE NORTHEAST ON THE ENTRANCE
 BU1972'DRIVE 0.32 KM (0.20 MI) TO THE TERMINAL BUILDING, PASS SOUTH OF THE
 BU1972'BUILDING THROUGH A GATE, ACROSS THE PARKING APRON AND A RAMP TO THE
 BU1972'RUNWAY AND THE STATION ON THE RIGHT.
 BU1972'THE STATION IS 27.74 M (91.01 FT) SOUTH OF THE CENTER OF THE RUNWAY,
 BU1972'19.51 M (64.01 FT) EAST OF THE CENTER OF THE RAMP, 6.80 M (22.31 FT)
 BU1972'SOUTH - SOUTHEAST OF A TWO FOOT BY FOUR FOOT CONCRETE BASE FOR A
 BU1972'LIGHTED TAXIWAY AND RUNWAY 29 SIGN, AND SET FLUSH WITH THE GROUND.
 BU1972'ANDAPORT AZIMUTH 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU1972'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 BU1972'MR. BILL BENTON, AIRPORT MANAGER
 BU1972'ROUTE 3, BOX 58
 BU1972'ANDALUSIA, ALABAMA 36420
 BU1972'PHONE 205 - 222 - 6598.
 BU1972
 BU1972                          STATION RECOVERY (1991)
 BU1972
 BU1972'RECOVERED 1991
 BU1972'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1975 ***********************************************************************
 BU1975  DESIGNATION -  ANDAPORT AZ MK
 BU1975  PID         -  BU1975
 BU1975  STATE/COUNTY-  AL/COVINGTON
 BU1975  USGS QUAD   -  ANDALUSIA (1986)
 BU1975
 BU1975                         *CURRENT SURVEY CONTROL
 BU1975  ___________________________________________________________________
 BU1975* NAD 83(1992)-  31 18 37.83648(N)    086 24 05.35988(W)     ADJUSTED  
 BU1975* NAVD 88     -        93.9    (meters)     308.     (feet)  VERTCON   
 BU1975  ___________________________________________________________________
 BU1975  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 BU1975  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BU1975
 BU1975  HORZ ORDER  -  THIRD
 BU1975
 BU1975.This mark is at Andalusia-Opp Airport (79J)
 BU1975
 BU1975.The horizontal coordinates were established by GPS observations
 BU1975.and adjusted by the National Geodetic Survey in December 1992..
 BU1975
 BU1975.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1975
 BU1975.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1975
 BU1975.The geoid height was determined by GEOID03.
 BU1975
 BU1975;                    North         East     Units Scale Factor Converg.
 BU1975;SPC AL E     -    89,995.271   145,917.096   MT  0.99999606   -0 17 42.9
 BU1975;UTM  16      - 3,464,169.672   556,952.002   MT  0.99964001   +0 18 39.7
 BU1975
 BU1975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1975!SPC AL E     -   0.99998947  x   0.99999606  =   0.99998553
 BU1975!UTM  16      -   0.99998947  x   0.99964001  =   0.99962949
 BU1975
 BU1975:                Primary Azimuth Mark                     Grid Az
 BU1975:SPC AL E     -  ANDAPORT                                 107 12 54.3
 BU1975:UTM  16      -  ANDAPORT                                 106 36 31.7
 BU1975
 BU1975|---------------------------------------------------------------------|
 BU1975| PID    Reference Object                     Distance      Geod. Az  |
 BU1975|                                                           dddmmss.s |
 BU1975| BU1972 ANDAPORT                            APPROX. 1.0 KM 1065511.4 |
 BU1975|---------------------------------------------------------------------|
 BU1975
 BU1975                          SUPERSEDED SURVEY CONTROL
 BU1975
 BU1975  NAD 83(1986)-  31 18 37.85109(N)    086 24 05.37048(W) AD(       ) 3
 BU1975  NAD 27      -  31 18 37.24393(N)    086 24 05.53551(W) AD(       ) 3
 BU1975  NGVD 29 (02/20/88)   93.9    (m)          308.     (f) GPS OBS        
 BU1975
 BU1975.Superseded values are not recommended for survey control.
 BU1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1975.See file dsdata.txt to determine how the superseded data were derived.
 BU1975
 BU1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5695264170(NAD 83)
 BU1975_MARKER: DZ = AZIMUTH MARK DISK
 BU1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1975_SP_SET: CONCRETE POST
 BU1975_STAMPING: ANDAPORT 1986
 BU1975_MARK LOGO: CGS   
 BU1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1975+STABILITY: SURFACE MOTION
 BU1975_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1975+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1987
 BU1975
 BU1975  HISTORY     - Date     Condition        Report By
 BU1975  HISTORY     - 1986     MONUMENTED       NGS
 BU1975  HISTORY     - 19870516 GOOD
 BU1975
 BU1975                          STATION DESCRIPTION
 BU1975
 BU1975'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BU1975'THE STATION IS LOCATED ABOUT 8 KM (5 MI) EAST OF ANDALUSIA ON THE
 BU1975'ANDALUSIA-OPP AIRPORT AND NEAR THE END OF RUNWAY 11.  OWNERSHIP--
 BU1975'PUBLIC/CITIES OF ANDALUSIA - OPP, P.O. BOX 429, ANDALUSIA, AL. 36420,
 BU1975'TELEPHONE 205-222-2030.  MANAGER - CONARD MERSHON, ROUTE 3, BOX 57B,
 BU1975'ANDALUSIA, AL., TELEPHONE 205-222-3660.
 BU1975'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 84 AND 29 IN
 BU1975'ANDALUSIA, GO EAST ON HIGHWAY 84 FOR 7 KM (4.35 MI) TO A PAVED ROAD
 BU1975'LEFT, AIRPORT SIGN AND ENTRANCE.  TURN LEFT, GO NORTHEAST ON PAVED
 BU1975'ROAD FOR 0.3 KM (0.2 MI) TO TERMINAL.  PASS SOUTH OF TERMINAL THROUGH
 BU1975'CHAIN LINK GATE, CROSSING APRON ON RAMP AND STATION ANDAPORT ON
 BU1975'RIGHT, GO WEST ALONG THE RUNWAY FOR 1.0 KM (0.6 MI) TO THE STATION ON
 BU1975'THE LEFT NEAR THE END OF RUNWAY 11.
 BU1975'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 23.2 METERS
 BU1975'(76 FT) SOUTH-SOUTHEAST FROM CENTER AT END OF RUNWAY 11, 6.4 METERS
 BU1975'(21 FT) SOUTHEAST FROM THE SOUTH 1 OF 4 RUNWAY END MARKER LIGHTS AND
 BU1975'1.2 METERS (4.0 FT) NORTH OF A WITNESS POST.  THE UNDERGROUND IS SET
 BU1975'1.0 METER BELOW THE GROUND.
 BU1975'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BU1975
 BU1975                          STATION RECOVERY (1987)
 BU1975
 BU1975'RECOVERED 1987
 BU1975'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2187 ***********************************************************************
 BT2187  DESIGNATION -  ANDERSON NW BASE
 BT2187  PID         -  BT2187
 BT2187  STATE/COUNTY-  AL/PIKE
 BT2187  USGS QUAD   -  TROY (1981)
 BT2187
 BT2187                         *CURRENT SURVEY CONTROL
 BT2187  ___________________________________________________________________
 BT2187* NAD 83(1992)-  31 45 44.72889(N)    085 53 46.76088(W)     ADJUSTED  
 BT2187* NAVD 88     -       168.3    (meters)     552.     (feet)  GPS OBS   
 BT2187  ___________________________________________________________________
 BT2187  X           -     388,442.245 (meters)                     COMP
 BT2187  Y           -  -5,414,175.821 (meters)                     COMP
 BT2187  Z           -   3,338,136.708 (meters)                     COMP
 BT2187  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 BT2187  ELLIP HEIGHT-         141.88  (meters)          (07/29/02) GPS OBS
 BT2187  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BT2187
 BT2187  HORZ ORDER  -  FIRST
 BT2187  ELLP ORDER  -  FOURTH    CLASS I
 BT2187
 BT2187.The horizontal coordinates were established by GPS observations
 BT2187.and adjusted by the National Geodetic Survey in December 1992..
 BT2187
 BT2187.The orthometric height was determined by GPS observations and a
 BT2187.high-resolution geoid model.
 BT2187
 BT2187.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2187
 BT2187.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2187
 BT2187.The ellipsoidal height was determined by GPS observations
 BT2187.and is referenced to NAD 83.
 BT2187
 BT2187.The geoid height was determined by GEOID03.
 BT2187
 BT2187;                    North         East     Units Scale Factor Converg.
 BT2187;SPC AL E     -   139,963.354   194,032.901   MT  0.99996044   -0 01 59.4
 BT2187;UTM  16      - 3,514,632.703   604,519.053   MT  0.99973473   +0 34 51.7
 BT2187
 BT2187!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2187!SPC AL E     -   0.99997772  x   0.99996044  =   0.99993816
 BT2187!UTM  16      -   0.99997772  x   0.99973473  =   0.99971246
 BT2187
 BT2187:                Primary Azimuth Mark                     Grid Az
 BT2187:SPC AL E     -  ANDERSON NW BASE AZ MK                   122 46 25.6
 BT2187:UTM  16      -  ANDERSON NW BASE AZ MK                   122 09 34.5
 BT2187
 BT2187|---------------------------------------------------------------------|
 BT2187| PID    Reference Object                     Distance      Geod. Az  |
 BT2187|                                                           dddmmss.s |
 BT2187| CY8016 ANDERSON NW BASE AZ MK                             1224426.2 |
 BT2187| CY8019 ANDERSON NW BASE RM 3                31.226 METERS 14159     |
 BT2187| CY8017 ANDERSON NW BASE RM 1                32.172 METERS 15040     |
 BT2187| CY8018 ANDERSON NW BASE RM 2                34.630 METERS 26604     |
 BT2187| CY8020 ANDERSON NW BASE RM 4                34.436 METERS 27602     |
 BT2187| CY7988 53 AFK RESET                                       2944922.8 |
 BT2187| CY7987 53 AFK                                             2950113.4 |
 BT2187|---------------------------------------------------------------------|
 BT2187
 BT2187                          SUPERSEDED SURVEY CONTROL
 BT2187
 BT2187  ELLIP H (12/04/92)  141.92   (m)                       GP(       ) 4 1
 BT2187  NAD 83(1986)-  31 45 44.73782(N)    085 53 46.75920(W) AD(       ) 1
 BT2187  NAD 27      -  31 45 44.16800(N)    085 53 46.94500(W) AD(       ) 1
 BT2187  NGVD 29 (12/04/92)  168.3    (m)          552.     (f) GPS OBS        
 BT2187
 BT2187.Superseded values are not recommended for survey control.
 BT2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2187.See file dsdata.txt to determine how the superseded data were derived.
 BT2187
 BT2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA0451914633(NAD 83)
 BT2187_MARKER: DS = TRIANGULATION STATION DISK
 BT2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2187_SP_SET: CONCRETE POST
 BT2187_STAMPING: ANDERSON NW BASE 1943
 BT2187_MARK LOGO: CGS   
 BT2187_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2187+STABILITY: SURFACE MOTION
 BT2187_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2187+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 BT2187
 BT2187  HISTORY     - Date     Condition        Report By
 BT2187  HISTORY     - 1943     MONUMENTED       CGS
 BT2187  HISTORY     - 1943     GOOD             CGS
 BT2187  HISTORY     - 1964     GOOD             USGS
 BT2187  HISTORY     - 1965     GOOD             AMS
 BT2187  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BT2187  HISTORY     - 19910528 GOOD             ALHD
 BT2187  HISTORY     - 19921128 GOOD             ALHD
 BT2187  HISTORY     - 19940226 GOOD             MSI
 BT2187
 BT2187                          STATION DESCRIPTION
 BT2187
 BT2187'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2187'THE STATION IS LOCATED 6.10 MILES BY ROAD SE OF TROY, 114 FEET
 BT2187'ENE OF U.S. HIGHWAY 231, 58 FEET SE OF THE SE CORNER OF A
 BT2187'BUILDING, AT PRESENT UNDER CONSTRUCTION.  IT IS STAMPED ANDERSON
 BT2187'NW BASE 1943 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BT2187'
 BT2187'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2187'DISKS SET IN CONCRETE.
 BT2187'
 BT2187'REFERENCE MARK NO. 1 IS SE OF THE STATION, 57 FEET E OF U.S.
 BT2187'HIGHWAY 231.  IT IS STAMPED ANDERSON NW BASE NO. 1 1943 AND
 BT2187'PROJECTS 4 INCHES.
 BT2187'
 BT2187'REFERENCE MARK NO. 2 IS W OF THE STATION, 2.5 FEET SE OF A
 BT2187'POWER-LINE POLE, 55 FEET SW OF U.S. HIGHWAY 231.  IT IS STAMPED
 BT2187'ANDERSON NW BASE NO. 2 1943 AND PROJECTS 4 INCHES.
 BT2187'
 BT2187'THE AZIMUTH MARK IS 0.4 MILE BY ROAD SE OF THE STATION IN A
 BT2187'SANDY LEDGE ABOUT 15 FEET ABOVE THE ROAD LEVEL, 56 FEET SW OF
 BT2187'U.S. HIGHWAY 231, 14 FEET E OF A LONE OAK TREE AND 5 FEET E OF
 BT2187'A WIRE FENCE.  IT IS STAMPED ANDERSON NW BASE 1943 AND PROJECTS
 BT2187'4 INCHES.  TO REACH THE STATION GO SE ON U.S. HIGHWAY 231 FOR
 BT2187'0.4 MILE TO THE AZIMUTH MARK.
 BT2187'
 BT2187'TO REACH THE STATION FROM THE COURTHOUSE IN TROY GO SE ON U.S.
 BT2187'HIGHWAY 231 FOR 6.10 MILES TO THE STATION ON THE LEFT.
 BT2187'
 BT2187'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION TROY.
 BT2187'
 BT2187'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION BANKS.
 BT2187'
 BT2187'A 4-FOOT STAND WILL SEE A 100-FOOT LIGHT AT STATION BRUNDIDGE.
 BT2187'
 BT2187'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION MILO.
 BT2187'
 BT2187'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION ANDERSON
 BT2187'SE BASE.
 BT2187'
 BT2187'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BT2187
 BT2187                          STATION RECOVERY (1943)
 BT2187
 BT2187'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BT2187'RECOVERED IN GOOD CONDITION.
 BT2187
 BT2187                          STATION RECOVERY (1964)
 BT2187
 BT2187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BT2187'STATION FOUND IN GOOD CONDITION.
 BT2187
 BT2187                          STATION RECOVERY (1965)
 BT2187
 BT2187'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (HGK)
 BT2187'RM 1 AND 2 AND THE STATION MARK RECOVERED IN GOOD CONDITION.
 BT2187'AZIMUTH MARK FOUND DESTROYED.  A USGS BENCH MARK POSITIONED BY
 BT2187'A.M.S. TO REPLACE AZIMUTH MARK, JUNE 1965.
 BT2187'
 BT2187'TO REACH AZIMUTH MARK FROM STATION GO NORTHWEST ON U.S. HIGHWAY
 BT2187'231 FOR 0.6 MILE TO WINGATE MOTEL AND THE AZIMUTH MARK ON THE
 BT2187'LEFT.  THE MARK IS, 59.8 FEET SOUTHWEST OF THE CENTERLINE OF
 BT2187'U.S. HIGHWAY 231.  21.2 FEET SOUTHEAST OF THE CENTERLINE OF DRIVE
 BT2187'TO MOTEL, 2.4 FEET EAST OF POWER POLE AND 0.9 FOOT SOUTHWEST
 BT2187'OF METAL WITNESS POST.  THE MARK IS A STANDARD ALUMINUM USGS
 BT2187'SURVEY DISK SET IN THE TOP OF A 8 INCH SQUARE CONCRETE POST,
 BT2187'PROJECTS 0.3 FOOT AND IS STAMPED 523 53 AFK 1964.
 BT2187
 BT2187                          STATION RECOVERY (1970)
 BT2187
 BT2187'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BT2187'LOCATED 0.1 MILES BY ROAD ALONG U.S. HIGHWAY 231 FROM THE SOUTH
 BT2187'INTERSECTION OF U.S. HIGHWAY 231 AND 29.  THE STATION WAS
 BT2187'VISITED 6-16-70 AND THE STATION MARK, 53 AFK (USGS) 1964 AND
 BT2187'REFERENCE MARK NO. 1 AND 2 WERE FOUND IN GOOD CONDITION.  U.S.G.S.
 BT2187'53 AFK 1964 AND REFERENCE MARK NO. 1 AND NO. 2 WERE REQUESTED
 BT2187'MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION.  REFERENCE MARKS
 BT2187'NO. 3 AND NO. 4 WERE ESTABLISHED AND 53 AFK (USGS) WAS RESET
 BT2187'AND THE DISK RECLAIMED FOR R.M. NO. 1 AND NO. 2 A NEW
 BT2187'DESCRIPTION FOLLOWS-
 BT2187'
 BT2187'THE STATION IS LOCATED 0.1 MILE EAST ALONG U.S. HIGHWAY 231
 BT2187'FROM ITS INTERSECTION WITH U.S. HIGHWAY 29 IN TROY, AT THE
 BT2187'INTERSECTION OF A COUNTY ROAD LEADING SOUTHWEST, AT THE TOP OF
 BT2187'A GRADE IN A FIELD.  IT IS 205 FEET SOUTHEAST OF THE PROJECTED
 BT2187'CENTERLINE OF A ROAD LEADING SOUTHWEST, 185 FEET NORTH-NORTHEAST
 BT2187'OF A POWER POLE ON THE SOUTHWEST SIDE OF THE HIGHWAY WITH WIRES
 BT2187'LEADING THREE DIRECTIONS, 44 FEET NORTH-NORTHEAST OF THE
 BT2187'NORTHEAST RIGHT-OF-WAY OF THE HIGHWAY , 114 FEET NORTH-NORTHEAST
 BT2187'OF THE CENTER OF THE MEDIUM OF THE HIGHWAY, 3 FEET
 BT2187'NORTH-NORTHEAST OF A METAL WITNESS POST.  IT IS A
 BT2187'TRIANGULATION STATION DISK, STAMPED ANDERSON NW BASE
 BT2187'1943, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 BT2187'GROUND.
 BT2187'
 BT2187'REFERENCE MARK NO. 3 IS 102.42 FEET SOUTHEAST OF THE STATION,
 BT2187'301 FEET SOUTHEAST OF THE PROJECTED CENTERLINE OF THE ROAD
 BT2187'LEADING SOUTHWEST, 70 FEET NNE OF THE CENTER OF THE MEDIUM
 BT2187'OF THE ROAD, 1 FOOT NNE OF A METAL WITNESS POST.  IT IS A
 BT2187'REFERENCE MARK DISK STAMPED ANDERSON NW BASE NO 3 1943 1970,
 BT2187'PROJECTING 4 INCHES.
 BT2187'
 BT2187'REFERENCE MARK NO. 4 IS 113.02 FEET WEST OF THE STATION, 103
 BT2187'FEET SOUTHEAST OF THE PROJECTED CENTERLINE OF THE COUNTY ROAD
 BT2187'LEADING SOUTHWEST 70 FEET NNE OF THE CENTER OF THE MEDIUM OF
 BT2187'THE HIGHWAY AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT
 BT2187'IS A REFERENCE MARK DISK, STAMPED ANDERSON NW BASE 1943 NO 4
 BT2187'1970, PROJECTING 4 INCHES.
 BT2187'
 BT2187'THE AZIMUTH MARK (53 AFK (USGS) RESET 1970) IS 0.65 MILE WEST
 BT2187'OF THE STATION, ABOUT 100 YARDS SOUTHWEST OF A SHELL SERVICE
 BT2187'STATION, ON THE EAST SLOPE OF A GRADE, 71 FEET SOUTH OF THE
 BT2187'CENTER OF THE MEDIUM OF THE HIGHWAY, 82.5 FEET NORTHEAST OF THE
 BT2187'NORTHEAST CORNER OF A HOUSE, 5 FEET SOUTHEAST OF THE PROJECTED
 BT2187'PLANE OF THE SOUTHEAST SIDE OF THE HOUSE, 39 FEET WEST OF THE
 BT2187'CENTER OF THE DRIVEWAY TO THE HOUSE, AND 1 FOOT SOUTHEAST OF
 BT2187'A METAL WITNESS POST.  IT IS A U.S. GEOLOGICAL DISK STAMPED
 BT2187'53 AFK 1964 1970,PROJECTING 2 INCHES.
 BT2187
 BT2187                          STATION RECOVERY (1991)
 BT2187
 BT2187'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2187'THE STATION IS LOCATED IN PIKE COUNTY NEAR THE NORTH RIGHT OF WAY OF
 BT2187'U.S. 231 AND ALA 10, ABOUT 4.45 MI (7.16 KM) SOUTHEAST OF TROY AND
 BT2187'ABOUT 5.55 MI (8.93 KM) NORTHWEST OF BRUNDIDGE.
 BT2187'TO REACH THE STATION FROM THE UNDERPASS UNDER U.S. 29 AND ALA 10 ON
 BT2187'U.S. 231 (MILE POST 180.95 ON U.S. 231 AND ALA 10) DRIVE SOUTHEAST ON
 BT2187'U.S. 231 AND ALA 10 FOR 6.40 MI (10.30 KM) TO MILE POST 187.35, PIKE
 BT2187'COUNTY ROAD NO. 63 ON THE RIGHT AND THE STATION ON THE LEFT.
 BT2187'THE STATION IS 53.8 FT (16.4 M) EAST-NORTHEAST OF A POWER LINE GUY
 BT2187'POLE, 95.5 FT (29.1 M) NORTH-NORTHEAST OF THE CENTERLINE OF THE NORTH
 BT2187'BOUND LANES OF U.S. 231, 2.2 FT (0.7 M) SOUTH-SOUTHWEST OF A
 BT2187'CARSONITE WITNESS POST, 1.7 FT (0.5 M) NORTH-NORTHEAST OF A METAL
 BT2187'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2187'U. S. GEOLOGICAL SURVEY MARK 53 AFK 1964 RESET 1970 MAY BE USED AS AN
 BT2187'AZIMUTH FOR THIS STATION.
 BT2187
 BT2187                          STATION RECOVERY (1992)
 BT2187
 BT2187'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 BT2187'THE STATION IS LOCATED IN PIKE COUNTY NEAR THE NORTH RIGHT OF WAY OF
 BT2187'U.S. 231 AND ALA 10, ABOUT 4.45 MI (7.16 KM) SOUTHEAST OF TROY AND
 BT2187'ABOUT 5.55 MI (8.93 KM) NORTHWEST OF BRUNDIDGE. TO REACH THE STATION
 BT2187'FROM THE UNDERPASS UNDER U.S. 29 AND ALA 10 ON U.S. 231 (MILE POST
 BT2187'180.95 ON U.S. 231 AND ALA 10) DRIVE SOUTHEAST ON U.S. 231 AND ALA 10
 BT2187'FOR 6.40 MI (10.30 KM) TO MILE POST 187.35, PIKE COUNTY ROAD NO. 63 ON
 BT2187'THE RIGHT AND THE STATION ON THE LEFT. THE STATION IS 53.8 FT (16.4 M)
 BT2187'EAST-NORTHEAST OF A POWER LINE GUY POLE, 95.5 FT (29.1 M)
 BT2187'NORTH-NORTHEAST OF THE CENTERLINE OF THE NORTH BOUND LANES OF U.S.
 BT2187'231, 2.2 FT (0.7 M) SOUTH-SOUTHWEST OF A CARSONITE WITNESS POST, 1.7
 BT2187'FT (0.5 M) NORTH-NORTHEAST OF A METAL WITNESS POST, AND SET FLUSH WITH
 BT2187'THE GROUND. U.S.G.S. SURVEY MARK 53 AFK 1964 RESET 1970 MAY BE USED AS
 BT2187'AN AZIMUTH FOR THIS STATION.
 BT2187
 BT2187                          STATION RECOVERY (1994)
 BT2187
 BT2187'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (CH)
 BT2187'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2174 ***********************************************************************
 BT2174  DESIGNATION -  ANDERSON SE BASE
 BT2174  PID         -  BT2174
 BT2174  STATE/COUNTY-  AL/PIKE
 BT2174  USGS QUAD   -  BRUNDIDGE (1981)
 BT2174
 BT2174                         *CURRENT SURVEY CONTROL
 BT2174  ___________________________________________________________________
 BT2174* NAD 83(1992)-  31 44 01.83372(N)    085 50 33.36608(W)     ADJUSTED  
 BT2174* NAVD 88     -       139.     (meters)     456.     (feet)  SCALED    
 BT2174  ___________________________________________________________________
 BT2174  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 BT2174  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BT2174
 BT2174  HORZ ORDER  -  FIRST
 BT2174
 BT2174.The horizontal coordinates were established by classical geodetic methods
 BT2174.and adjusted by the National Geodetic Survey in December 1992..
 BT2174
 BT2174.The orthometric height was scaled from a topographic map.
 BT2174
 BT2174.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2174
 BT2174.The geoid height was determined by GEOID03.
 BT2174
 BT2174;                    North         East     Units Scale Factor Converg.
 BT2174;SPC AL E     -   136,792.552   199,121.719   MT  0.99996001   -0 00 17.5
 BT2174;UTM  16      - 3,511,517.291   609,640.433   MT  0.99974826   +0 36 31.8
 BT2174
 BT2174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2174!SPC AL E     -   0.99998231  x   0.99996001  =   0.99994232
 BT2174!UTM  16      -   0.99998231  x   0.99974826  =   0.99973058
 BT2174
 BT2174|---------------------------------------------------------------------|
 BT2174| PID    Reference Object                     Distance      Geod. Az  |
 BT2174|                                                           dddmmss.s |
 BT2174| CY8022 ANDERSON SE BASE RM 2                33.775 METERS 02858     |
 BT2174| BT2176 ANDERSON SE BASE 2                    6.677 METERS 20801     |
 BT2174| CY8021 ANDERSON SE BASE RM 1                26.881 METERS 29213     |
 BT2174| BT2187 ANDERSON NW BASE                    APPROX. 6.0 KM 3015518.6 |
 BT2174|---------------------------------------------------------------------|
 BT2174
 BT2174                          SUPERSEDED SURVEY CONTROL
 BT2174
 BT2174  NAD 83(1986)-  31 44 01.84244(N)    085 50 33.36472(W) AD(       ) 1
 BT2174  NAD 27      -  31 44 01.26800(N)    085 50 33.55800(W) AD(       ) 1
 BT2174
 BT2174.Superseded values are not recommended for survey control.
 BT2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2174.See file dsdata.txt to determine how the superseded data were derived.
 BT2174
 BT2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA0964011517(NAD 83)
 BT2174_MARKER: DS = TRIANGULATION STATION DISK
 BT2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2174
 BT2174  HISTORY     - Date     Condition        Report By
 BT2174  HISTORY     - 1943     MONUMENTED       CGS
 BT2174  HISTORY     - 1965     SEE DESCRIPTION  AMS
 BT2174  HISTORY     - 1970     GOOD             NGS
 BT2174
 BT2174                          STATION DESCRIPTION
 BT2174
 BT2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2174'THE STATION IS 9.8 MILES, ALONG HIGHWAY 231, E FROM THE S
 BT2174'INTERSECTION OF U.S. HIGHWAYS 231 AND 29 IN TROY.  IT IS ON THE
 BT2174'ROAD BANK, 9 FEET N OF THE FENCE, AND 52 FEET S OF THE CENTER OF
 BT2174'THE HIGHWAY.  IT IS STAMPED ANDERSON SE BASE 1943 AND PROJECTS
 BT2174'ABOUT 6 INCHES.
 BT2174'
 BT2174'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 BT2174'SET IN CONCRETE.
 BT2174'
 BT2174'REFERENCE MARK NO. 1 IS W OF THE STATION, 1 FOOT N OF THE
 BT2174'FENCE, AND 58.6 FEET S OF THE CENTER OF THE HIGHWAY.  IT IS
 BT2174'STAMPED ANDERSON SE BASE NO. 1 1943 AND PROJECTS ABOUT 6 INCHES.
 BT2174'
 BT2174'REFERENCE MARK NO. 2 IS N OF THE STATION, 1.5 FEET S OF THE
 BT2174'FENCE, AND 58.6 FEET N OF THE CENTER OF THE HIGHWAY.  IT IS
 BT2174'STAMPED ANDERSON SE BASE NO. 2 1943 AND PROJECTS ABOUT 6 INCHES.
 BT2174'
 BT2174'STATION ANDERSON NW BASE IS THE AZIMUTH MARK FOR THIS STATION.
 BT2174'
 BT2174'A 100-FOOT LIGHT IS REEVES IS VISIBLE FROM THE GROUND.
 BT2174'
 BT2174'A 74-FOOT LIGHT AT MILO IS VISIBLE FROM THE GROUND.
 BT2174'
 BT2174'AN 87-FOOT LIGHT AT ANDERSON NW BASE IS VISIBLE FROM THE
 BT2174'GROUND.
 BT2174'
 BT2174'A 100-FOOT LIGHT AT BANKS IS VISIBLE FROM THE GROUND.
 BT2174'
 BT2174'A 100-FOOT LIGHT AT BRUNDIDGE IS VISIBLE FROM THE GROUND.
 BT2174'
 BT2174'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BT2174
 BT2174                          STATION RECOVERY (1965)
 BT2174
 BT2174'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (HGK)
 BT2174'SURFACE MARK NOT FOUND.  RM 2 FOUND DESTROYED.
 BT2174'
 BT2174'THE UNDERGROUND STATION MARK IS 1.3 FT. BELOW THE SURFACE,
 BT2174'RECOVERED IN GOOD CONDITION.  RM 1 RECOVERED IN GOOD CONDITION.
 BT2174'NEW REFERENCE MARK SET NEAR ORIGINAL LOCATION OF RM. 2.
 BT2174'
 BT2174'THE UNDERGROUND STATION MARK IS, 134.1 FEET WEST OF HIGHWAY SIGN
 BT2174'DIVIDED HIGHWAY, 45.0 FEET SOUTHWEST OF THE CENTER OF U.S.
 BT2174'HIGHWAY 231 (3 LANES), 16.1 FEET EAST OF POWER POLE, 9.0 FEET
 BT2174'NORTHWEST OF FENCELINE AND 7.6 FEET NORTHEAST OF A 4 IN X 4 IN
 BT2174'WHITE WOODEN WITNESS POST.
 BT2174'
 BT2174'REFERENCE MARK NO. 1 USC AND GS 1943 IS 88.206 FEET NORTHWEST
 BT2174'OF STATION, 88 FEET NORTHWEST OF A 4 IN X 4 IN WHITE WOODEN
 BT2174'WITNESS POST, 53.4 FEET SOUTHWEST OF THE CENTER OF U.S. HIGHWAY
 BT2174'231 (3 LANES) AND 1.0 FOOT NORTHEAST OF FENCELINE.  PROJECTS-
 BT2174'FLUSH.  STAMPED- ANDERSON SE BASE NO 1 1943.
 BT2174'
 BT2174'REFERENCE MARK A.M.S. 1965 IS 111.270 FEET NORTHEAST OF THE
 BT2174'STA., 1 18.9 FEET NORTHEAST OF A 4 IN X 4 IN WHITE WOODEN WITNESS
 BT2174'POST, 66.3 FEET NORTHEAST OF THE CENTER OF U.S. HIGHWAY 231 (3
 BT2174'LANES), AND 1.5 FEET SOUTHWEST OF FENCELINE.
 BT2174'
 BT2174'MARK PROJECTS 0.7 FOOT AND IS STAMPED- REFERENCE MARK ANDERSON
 BT2174'S.E. BASE ARMY MAP SERVICE 1965.
 BT2174'
 BT2174'TO REACH FROM THE POST OFFICE IN BRUNDIDGE, ALA., GO NORTH
 BT2174'THENCE NORTHWEST ON U.S. HIGHWAY 231 FOR 2.0 MILES TO THE STATION
 BT2174'ON THE LEFT.
 BT2174
 BT2174                          STATION RECOVERY (1970)
 BT2174
 BT2174'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BT2174'THE STATION WAS VISITED 6-16-70 AND THE STATION SUB-SURFACE
 BT2174'MARK AND REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  THE
 BT2174'REFERENCE MARK SET BY THE ARMY MAP SERVICE WAS FOUND DISTURBED
 BT2174'AND CONSIDERED DESTROYED.  THE STATION AND REFERENCE MARK NO. 1
 BT2174'WERE REQUESTED MOVED AT THIS DATE DUE TO ROAD CONSTRUCTION.  THIS
 BT2174'WAS DONE BY ESTABLISHING A NEW STATION ANDERSON SE BASE 2 1970
 BT2174'21.91 FEET SOUTH OF THE STATION.  REFERENCE MARKS NO. 3 AND
 BT2174'NO. 4 WEST ALSO ESTABLISHED AT THIS DATE.  ANDERSON NW BASE
 BT2174'1943 CAN BE USED FOR THE AZIMUTH AND THE NW MUNICIPAL WATER
 BT2174'TANK IN BRUNDIDGE WAS ALSO CUT IN FOR AN AZIMUTH.  THE
 BT2174'STATION AND REFERENCE MARK NO. WILL BE DESTROYED DURING
 BT2174'CONSTRUCTION.  THE DISK FOR REFERENCE MARK NO. WAS RECLAIMED
 BT2174'AND THE UNDERGROUND DISK FOR THE STATION WAS LEFT AS FOUND.
 BT2174'SEE DESCRIPTION OF ANDERSON SE BASE 2 1970
 BT2174'
 BT2174'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 9.8 MILES EAST
 BT2174'OF TROY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2176 ***********************************************************************
 BT2176  DESIGNATION -  ANDERSON SE BASE 2
 BT2176  PID         -  BT2176
 BT2176  STATE/COUNTY-  AL/PIKE
 BT2176  USGS QUAD   -  BRUNDIDGE (1981)
 BT2176
 BT2176                         *CURRENT SURVEY CONTROL
 BT2176  ___________________________________________________________________
 BT2176* NAD 83(1992)-  31 44 01.64235(N)    085 50 33.48525(W)     ADJUSTED  
 BT2176* NAVD 88     -       143.2    (meters)     470.     (feet)  VERTCON   
 BT2176  ___________________________________________________________________
 BT2176  X           -     393,634.879 (meters)                     COMP
 BT2176  Y           -  -5,415,454.567 (meters)                     COMP
 BT2176  Z           -   3,335,423.434 (meters)                     COMP
 BT2176  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 BT2176  ELLIP HEIGHT-         116.83  (meters)          (07/29/02) GPS OBS
 BT2176  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BT2176
 BT2176  HORZ ORDER  -  SECOND
 BT2176  ELLP ORDER  -  FOURTH    CLASS I
 BT2176
 BT2176.The horizontal coordinates were established by classical geodetic methods
 BT2176.and adjusted by the National Geodetic Survey in December 1992..
 BT2176.No horizontal observational check was made to the station.
 BT2176
 BT2176.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2176.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2176
 BT2176.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2176
 BT2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2176
 BT2176.The ellipsoidal height was determined by GPS observations
 BT2176.and is referenced to NAD 83.
 BT2176
 BT2176.The geoid height was determined by GEOID03.
 BT2176
 BT2176;                    North         East     Units Scale Factor Converg.
 BT2176;SPC AL E     -   136,786.658   199,118.581   MT  0.99996001   -0 00 17.6
 BT2176;UTM  16      - 3,511,511.365   609,637.360   MT  0.99974825   +0 36 31.7
 BT2176
 BT2176!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2176!SPC AL E     -   0.99998166  x   0.99996001  =   0.99994167
 BT2176!UTM  16      -   0.99998166  x   0.99974825  =   0.99972991
 BT2176
 BT2176|---------------------------------------------------------------------|
 BT2176| PID    Reference Object                     Distance      Geod. Az  |
 BT2176|                                                           dddmmss.s |
 BT2176| CY8024 ANDERSON SE BASE 2 RM 4              43.253 METERS 02202     |
 BT2176| BT2174 ANDERSON SE BASE                      6.677 METERS 02801     |
 BT2176| CY8023 ANDERSON SE BASE 2 RM 3              29.725 METERS 29740     |
 BT2176| BT2187 ANDERSON NW BASE                    APPROX. 6.0 KM 3015907.7 |
 BT2176|---------------------------------------------------------------------|
 BT2176
 BT2176                          SUPERSEDED SURVEY CONTROL
 BT2176
 BT2176  ELLIP H (11/30/94)  116.85   (m)                       GP(       ) 4 1
 BT2176  NAD 83(1986)-  31 44 01.65108(N)    085 50 33.48388(W) AD(       ) 2
 BT2176  NAD 27      -  31 44 01.07666(N)    085 50 33.67715(W) AD(       ) 2
 BT2176  NGVD 29 (11/30/94)  143.2    (m)          470.     (f) GPS OBS        
 BT2176
 BT2176.Superseded values are not recommended for survey control.
 BT2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2176.See file dsdata.txt to determine how the superseded data were derived.
 BT2176
 BT2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA0963711511(NAD 83)
 BT2176_MARKER: DS = TRIANGULATION STATION DISK
 BT2176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2176_SP_SET: CONCRETE POST
 BT2176_STAMPING: ANDERSON SE BASE 2 1970
 BT2176_MARK LOGO: NGS   
 BT2176_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2176+STABILITY: SURFACE MOTION
 BT2176_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2176+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1992
 BT2176
 BT2176  HISTORY     - Date     Condition        Report By
 BT2176  HISTORY     - 1970     MONUMENTED       NGS
 BT2176  HISTORY     - 19920915 GOOD             ALHD
 BT2176
 BT2176                          STATION DESCRIPTION
 BT2176
 BT2176'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BT2176'LOCATED 9.8 MILES EAST ALONG U.S. HIGHWAY 231 FROM THE SOUTH
 BT2176'INTERSECTION OF U.S. HIGHWAY 231 AND 29 IN TROY, AT THE TOP OF A
 BT2176'GRADE, ABOUT 0.25 MILE NORTHWEST OF THE JUNCTION WITH U.S. HIGHWAY
 BT2176'231 BYPASS, 480 FEET NORTHWEST OF A FENCE CORNER AT A JOG IN THE
 BT2176'FENCE LINE, 71 FEET SOUTHWEST OF THE CENTERLINE OF THE MEDIUM OF
 BT2176'THE ROAD, IN THE RIGHT OF-WAY FENCE LINE AND 1 FOOT NORTH OF A
 BT2176'METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK STAMPED
 BT2176'ANDERSON SE BASE 2 1970.
 BT2176'
 BT2176'REFERENCE MARK NO. 3 IS 97.51 FEET WEST-NORTHWEST OF THE STATION.
 BT2176'IT IS 71 FEET SOUTHWEST OF THE CENTERLINE OF THE MEDIUM OF U.S.
 BT2176'HIGHWAY 231, IN THE RIGHT-OF-WAY FENCE LINE, 578 FEET NORTHWEST OF
 BT2176'A JOG IN THE FENCE LINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.
 BT2176'IT IS A REFERENCE MARK DISK STAMPED ANDERSON SE BASE 2 NO 3 1970,
 BT2176'PROJECTING 2 INCHES.
 BT2176'
 BT2176'REFERENCE MARK NO. 4 IS 141.91 FEET NORTHEAST OF THE STATION IN THE
 BT2176'RIGHT-OF-WAY FENCE LINE, 71 FEET NORTHEAST OF THE CENTER OF THE
 BT2176'MEDIUM, 490 FEET NORTHWEST OF A FENCE CORNER AND 1 FOOT NORTHWEST
 BT2176'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 BT2176'ANDERSON SE BASE 2 NO 4 1970, PROJECTING 4 INCHES.
 BT2176
 BT2176                          STATION RECOVERY (1992)
 BT2176
 BT2176'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 BT2176'THE STATION IS LOCATED IN PIKE COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2176'U.S. 231 AND ALA 10, ABOUT 1.80 MI (2.90 KM) NORTHWEST OF BRUNDIDGE
 BT2176'AND ABOUT 9.15 MI (14.73 KM) SOUTHEAST OF TROY. TO REACH THE STATION
 BT2176'FROM THE JUNCTION OF U.S. 231, ALA 10 AND PIKE COUNTY ROAD NO. 6, IN
 BT2176'BRUNDIDGE, (MILE POST 66.05 ON U.S. 231 AND MILE POST 192.40 ON ALA
 BT2176'10), DRIVE NORTHWEST ON U.S. 231 AND ALA 10 FOR 1.25 MI (2.01 KM) TO
 BT2176'MILE POST 191.15 AND THE STATION ON THE LEFT. THE STATION IS 0.4 FT
 BT2176'(12.2 CM) NORTH OF A HOG WIRE FENCE WITH TWO STRANDS OF BARBED WIRE ON
 BT2176'WOOD POST, 0.8 FT (24.4 CM) WEST OF A METEL WITNESS POST AND SIGN, 0.8
 BT2176'FT (24.4 CM) EAST OF A CARSONITE WITNESS POST, 36.6 FT (11.2 M) EAST
 BT2176'OF A JUNCTION POWER POLE AND 56.2 FT (17.1 M) SOUTH OF THE CENTERLINE
 BT2176'OF THE SOUTHEAST BOUND LANES OF U.S. 231 AND ALA 10. STATION 55-35
 BT2176'1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1454 ***********************************************************************
 BV1454  DESIGNATION -  ANDREWS
 BV1454  PID         -  BV1454
 BV1454  STATE/COUNTY-  AL/WASHINGTON
 BV1454  USGS QUAD   -  SIMS CHAPEL (1982)
 BV1454
 BV1454                         *CURRENT SURVEY CONTROL
 BV1454  ___________________________________________________________________
 BV1454* NAD 83(1992)-  31 09 43.46269(N)    088 12 14.21567(W)     ADJUSTED  
 BV1454* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BV1454  ___________________________________________________________________
 BV1454  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 BV1454  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BV1454
 BV1454  HORZ ORDER  -  SECOND
 BV1454
 BV1454.The horizontal coordinates were established by classical geodetic methods
 BV1454.and adjusted by the National Geodetic Survey in December 1992..
 BV1454
 BV1454.The orthometric height was scaled from a topographic map.
 BV1454
 BV1454.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1454
 BV1454.The geoid height was determined by GEOID03.
 BV1454
 BV1454;                    North         East     Units Scale Factor Converg.
 BV1454;SPC AL W     -   129,034.851   532,887.548   MT  0.99998887   -0 21 51.4
 BV1454;UTM  16      - 3,448,187.805   385,254.648   MT  0.99976240   -0 37 23.0
 BV1454
 BV1454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1454!SPC AL W     -   0.99998886  x   0.99998887  =   0.99997773
 BV1454!UTM  16      -   0.99998886  x   0.99976240  =   0.99975126
 BV1454
 BV1454|---------------------------------------------------------------------|
 BV1454| PID    Reference Object                     Distance      Geod. Az  |
 BV1454|                                                           dddmmss.s |
 BV1454| CF9320 ANDREWS RM 1                         47.308 METERS 02951     |
 BV1454| CF9319 ANDREWS AZ MK                                      0383631.1 |
 BV1454| BV1448 FAIRFIELD LOOKOUT TOWER             APPROX.11.3 KM 0745920.6 |
 BV1454| BV1452 CITRONELLE MUNICIPAL TANK           APPROX. 7.9 KM 1951746.8 |
 BV1454| CF9321 ANDREWS RM 2                         26.913 METERS 26336     |
 BV1454|---------------------------------------------------------------------|
 BV1454
 BV1454                          SUPERSEDED SURVEY CONTROL
 BV1454
 BV1454  NAD 83(1986)-  31 09 43.47917(N)    088 12 14.21736(W) AD(       ) 2
 BV1454  NAD 27      -  31 09 42.84500(N)    088 12 14.19100(W) AD(       ) 2
 BV1454
 BV1454.Superseded values are not recommended for survey control.
 BV1454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1454.See file dsdata.txt to determine how the superseded data were derived.
 BV1454
 BV1454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8525548188(NAD 83)
 BV1454_MARKER: DS = TRIANGULATION STATION DISK
 BV1454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1454
 BV1454  HISTORY     - Date     Condition        Report By
 BV1454  HISTORY     - 1943     MONUMENTED       CGS
 BV1454
 BV1454                          STATION DESCRIPTION
 BV1454
 BV1454'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1454'STATION IS LOCATED ABOUT 5.0 MILES (AIR LINE) NE OF THE VILLAGE
 BV1454'OF CITRONELLE IN THE NW CORNER OF THE SE 1/4 OF SEC.
 BV1454'5, T. 2 N, R. 2 W AND ON LAND OWNED BY WILLIAM ANDREWS. THE MARK
 BV1454'IS ABOUT 50 YARDS SE OF THE ANDREWS FARMHOUSE, 29.5 FEET W OF A
 BV1454'GRADED DIRT ROAD AND 5.5 FEET NW OF A STANDARD REFERENCE POST.
 BV1454'THE DISK IS STAMPED ANDREWS 1943.
 BV1454'
 BV1454'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BV1454'DISKS SET IN CONCRETE.
 BV1454'
 BV1454'REFERENCE MARK NO. 1 IS 155.21 FEET NNE OF THE STATION. THE MARK
 BV1454'IS SET 1.0 FOOT E OF THE FENCE ROW AT THE NE CORNER OF THE FRONT
 BV1454'LAWN OF THE ANDREWS HOME. THE DISK IS STAMPED ANDREWS NO. 1 1943.
 BV1454'
 BV1454'REFERENCE MARK NO. 2 IS 88.30 FEET W OF THE STATION. THE MARK IS
 BV1454'SET AT THE NE CORNER OF A RAIL-FENCED CORRAL. THE DISK IS STAMPED
 BV1454'ANDREWS NO. 2 1943.
 BV1454'
 BV1454'THE AZIMUTH MARK IS APPROXIMATELY 0.3 MILE NE OF THE STATION, 50
 BV1454'YARDS W OF THE GRADED DIRT ROAD, 22.0 FEET N OF THE CENTER LINE
 BV1454'OF A T-ROAD W AND 2.8 FEET ESE OF A STANDARD REFERENCE POST. THE
 BV1454'DISK IS STAMPED ANDREWS 1943.
 BV1454'
 BV1454'TO REACH THE STATION FROM THE POST OFFICE IN CIRTRONELLE, GO N FOR
 BV1454'0.1 MILE, TURN LEFT AND GO 0.05 MILE TO A GRAVELED T-ROAD RIGHT,
 BV1454'TURN RIGHT AND FOLLOW THE GRADED ROAD FOR 5.65 MILES TO THE HOME
 BV1454'OF MR. ANDREWS AND STATION ON THE LEFT.
 BV1454'
 BV1454'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3104 ***********************************************************************
 CN3104  DESIGNATION -  ANDY
 CN3104  PID         -  CN3104
 CN3104  STATE/COUNTY-  AL/DALLAS
 CN3104  USGS QUAD   -  SARDIS (1982)
 CN3104
 CN3104                         *CURRENT SURVEY CONTROL
 CN3104  ___________________________________________________________________
 CN3104* NAD 83(1992)-  32 20 51.66606(N)    086 58 54.77280(W)     ADJUSTED  
 CN3104* NAVD 88     -        50.4    (meters)     165.     (feet)  VERTCON   
 CN3104  ___________________________________________________________________
 CN3104  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 CN3104  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CN3104
 CN3104  HORZ ORDER  -  THIRD
 CN3104
 CN3104.This mark is at Craig Field Airport (SEM)
 CN3104
 CN3104.The horizontal coordinates were established by GPS observations
 CN3104.and adjusted by the National Geodetic Survey in December 1992..
 CN3104
 CN3104.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3104.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3104
 CN3104.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3104
 CN3104.The geoid height was determined by GEOID03.
 CN3104
 CN3104;                    North         East     Units Scale Factor Converg.
 CN3104;SPC AL W     -   260,394.413   648,770.045   MT  0.99996265   +0 16 38.0
 CN3104;UTM  16      - 3,578,975.158   501,704.915   MT  0.99960004   +0 00 34.9
 CN3104
 CN3104!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3104!SPC AL W     -   0.99999649  x   0.99996265  =   0.99995914
 CN3104!UTM  16      -   0.99999649  x   0.99960004  =   0.99959653
 CN3104
 CN3104                          SUPERSEDED SURVEY CONTROL
 CN3104
 CN3104  NAD 83(1986)-  32 20 51.67528(N)    086 58 54.78210(W) AD(       ) 3
 CN3104  NAD 27      -  32 20 51.18456(N)    086 58 54.81752(W) AD(       ) 3
 CN3104  NGVD 29 (02/20/88)   50.3    (m)          165.     (f) GPS OBS        
 CN3104
 CN3104.Superseded values are not recommended for survey control.
 CN3104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3104.See file dsdata.txt to determine how the superseded data were derived.
 CN3104
 CN3104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA0170578975(NAD 83)
 CN3104_MARKER: DH = HORIZONTAL CONTROL DISK
 CN3104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3104_SP_SET: CONCRETE POST
 CN3104_STAMPING: ANDY 1985
 CN3104_MARK LOGO: CGS   
 CN3104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3104+STABILITY: SURFACE MOTION
 CN3104_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3104+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1987
 CN3104
 CN3104  HISTORY     - Date     Condition        Report By
 CN3104  HISTORY     - 1985     MONUMENTED       NGS
 CN3104  HISTORY     - 19860616 GOOD             NGS
 CN3104  HISTORY     - 19870605 GOOD
 CN3104  HISTORY     - 20050628 GOOD             ALDOT
 CN3104
 CN3104                          STATION DESCRIPTION
 CN3104
 CN3104'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CN3104'THE STATION IS LOCATED ABOUT 7.2 KM (4.5 MI) SOUTHWEST OF SALEM, 1.6
 CN3104'KM (1.0 MI) SOUTHWEST OF US HIGHWAY 80, ON CRAIG FIELD, 1.0 KM
 CN3104'(0.6 MI) SOUTHEAST OF THE CONTROL TOWER, NEAR THE EAST END OF AN
 CN3104'ABANDON EAST-WEST RUNWAY.
 CN3104'TO REACH THE STATION FROM THE CONTROL TOWER AT CRAIG FIELD, GO
 CN3104'SOUTH ACROSS CONCRETE RAMP FOR 0.3 KM (0.2 MI) TO TAXIWAY.  TURN LEFT
 CN3104'AND FOLLOW TAXIWAY SOUTHEAST FOR 0.6 KM (0.4 MI) TO ABANDON RUNWAY
 CN3104'AND STATION ON THE RIGHT.
 CN3104'THE STATION MARK PROJECTS 1-INCH ABOVE THE GROUND AND IS LOCATED
 CN3104'82.14 METERS (269.5 FT) SOUTH FROM  TAXIWAY LIGHT NUMBER D 34, 81.63
 CN3104'METERS (267.8 FT) SOUTH-SOUTHWEST FROM AN OLD TAXIWAY LIGHT NUMBER
 CN3104'E 1, 2.56 METERS (8.4 FT) NORTHWEST FROM THE FIRST RUNWAY LIGHT ON
 CN3104'NORTH SIDE OF ABANDON RUNWAY, AND 0.36 METER (1.2 FT) SOUTHEAST OF
 CN3104'A WITNESS POST.
 CN3104'TYPED BY CFS.
 CN3104
 CN3104                          STATION RECOVERY (1987)
 CN3104
 CN3104'RECOVERED 1987
 CN3104'RECOVERED IN GOOD CONDITION.
 CN3104
 CN3104                          STATION RECOVERY (2005)
 CN3104
 CN3104'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN3104'MARK IS 2.0 FEET NORTH OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3105 ***********************************************************************
 CN3105  DESIGNATION -  ANDY AZ MK
 CN3105  PID         -  CN3105
 CN3105  STATE/COUNTY-  AL/DALLAS
 CN3105  USGS QUAD   -  SARDIS (1982)
 CN3105
 CN3105                         *CURRENT SURVEY CONTROL
 CN3105  ___________________________________________________________________
 CN3105* NAD 83(1992)-  32 21 13.97401(N)    086 59 20.70540(W)     ADJUSTED  
 CN3105* NAVD 88     -        49.4    (meters)     162.     (feet)  VERTCON   
 CN3105  ___________________________________________________________________
 CN3105  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 CN3105  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CN3105
 CN3105  HORZ ORDER  -  THIRD
 CN3105
 CN3105.This mark is at Craig Field Airport (SEM)
 CN3105
 CN3105.The horizontal coordinates were established by GPS observations
 CN3105.and adjusted by the National Geodetic Survey in December 1992..
 CN3105
 CN3105.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3105.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3105
 CN3105.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3105
 CN3105.The geoid height was determined by GEOID03.
 CN3105
 CN3105;                    North         East     Units Scale Factor Converg.
 CN3105;SPC AL W     -   261,078.286   648,088.700   MT  0.99996184   +0 16 24.3
 CN3105;UTM  16      - 3,579,661.956   501,027.016   MT  0.99960001   +0 00 21.0
 CN3105
 CN3105!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3105!SPC AL W     -   0.99999664  x   0.99996184  =   0.99995848
 CN3105!UTM  16      -   0.99999664  x   0.99960001  =   0.99959665
 CN3105
 CN3105                          SUPERSEDED SURVEY CONTROL
 CN3105
 CN3105  NAD 83(1986)-  32 21 13.98323(N)    086 59 20.71471(W) AD(       ) 3
 CN3105  NAD 27      -  32 21 13.49317(N)    086 59 20.74923(W) AD(       ) 3
 CN3105  NGVD 29 (02/20/88)   49.4    (m)          162.     (f) GPS OBS        
 CN3105
 CN3105.Superseded values are not recommended for survey control.
 CN3105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3105.See file dsdata.txt to determine how the superseded data were derived.
 CN3105
 CN3105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA0102779662(NAD 83)
 CN3105_MARKER: DZ = AZIMUTH MARK DISK
 CN3105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3105_SP_SET: CONCRETE POST
 CN3105_STAMPING: ANDY 1985
 CN3105_MARK LOGO: CGS   
 CN3105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3105+STABILITY: SURFACE MOTION
 CN3105_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3105+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1987
 CN3105
 CN3105  HISTORY     - Date     Condition        Report By
 CN3105  HISTORY     - 1985     MONUMENTED       NGS
 CN3105  HISTORY     - 19870616 GOOD             NGS
 CN3105
 CN3105                          STATION DESCRIPTION
 CN3105
 CN3105'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 CN3105'THE STATION MARK IS LOCATED 6.4 KM (4 MI) SOUTHEAST OF SELMA, 1.6 KM
 CN3105'(1.0 MI) SOUTHWEST OF US HIGHWAY 80, ON CRAIG FIELD AND JUST WEST OF
 CN3105'THE CONTROL TOWER.
 CN3105'TO REACH THE STATION FROM THE JUNCTION US HIGHWAY 80 AND STATE HIGHWAY
 CN3105'41,14, AND 22 ON THE SOUTH SIDE OF SELMA, GO EAST ON HIGHWAY 80 FOR
 CN3105'1.8 KM (1.1 MI) TO ENTRANCE TO THE AIRPORT.  TURN RIGHT AND GO FOR
 CN3105'0.4 KM (0.25 MI) TO AN UNATTENDED GUARD SHACK, CONTINUE AHEAD FOR
 CN3105'0.56 KM (0.35 MI) TO A GATE LEFT.  TURN LEFT AND GO 100 FEET TO
 CN3105'BUILDING NUMBER 244.  TURN RIGHT AND GO 0.1 KM (0.05 MI) TO THE
 CN3105'STATION ON THE LEFT.
 CN3105'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 74.83 METERS
 CN3105'(245.5 FT) WEST FROM THE SOUTHWEST CORNER OF THE CONTROL TOWER,
 CN3105'18.2 METERS (59.7 FT) WEST-NORTHWEST FROM A FIRE HYDRANT, 12.86
 CN3105'METERS (42.2 FT) SOUTHWEST FORM THE SOUTHWEST CORNER OF BUILDING
 CN3105'NUMBER 210, 7.62 METERS (25 FT) NORTH-NORTHEAST FROM THE EDGE OF
 CN3105'RAMP, 7.31 METERS (24.0 FT) SOUTH-SOUTHWEST FROM THE SOUTH EDGE OF
 CN3105'CONCRETE SIDEWALK, AND 6.40 METERS (21 FT) EAST-SOUTHEAST FROM
 CN3105'EAST EDGE OF ACCESS ROAD.
 CN3105'DESCRIBED BY DDR, TYPED BY CFS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3623 ***********************************************************************
 DG3623  DESIGNATION -  ANNISTON CHURCH OF ST MICHAEL
 DG3623  PID         -  DG3623
 DG3623  STATE/COUNTY-  AL/CALHOUN
 DG3623  USGS QUAD   -  ANNISTON (1972)
 DG3623
 DG3623                         *CURRENT SURVEY CONTROL
 DG3623  ___________________________________________________________________
 DG3623* NAD 83(1992)-  33 40 01.06427(N)    085 50 36.55751(W)     ADJUSTED  
 DG3623* NAVD 88     -                                                        
 DG3623  ___________________________________________________________________
 DG3623  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 DG3623  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG3623
 DG3623  HORZ ORDER  -  THIRD
 DG3623
 DG3623.The horizontal coordinates were established by classical geodetic methods
 DG3623.and adjusted by the National Geodetic Survey in December 1992..
 DG3623
 DG3623
 DG3623.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3623
 DG3623.The geoid height was determined by GEOID03.
 DG3623
 DG3623;                    North         East     Units Scale Factor Converg.
 DG3623;SPC AL E     -   351,165.372   199,058.237   MT  0.99996001   -0 00 20.3
 DG3623;UTM  16      - 3,725,830.348   607,219.178   MT  0.99974172   +0 38 28.3
 DG3623
 DG3623                          SUPERSEDED SURVEY CONTROL
 DG3623
 DG3623  NAD 83(1986)-  33 40 01.06971(N)    085 50 36.55172(W) AD(       ) 4
 DG3623  NAD 27      -  33 40 00.70100(N)    085 50 36.67400(W) AD(       ) 3
 DG3623
 DG3623.Superseded values are not recommended for survey control.
 DG3623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3623.See file dsdata.txt to determine how the superseded data were derived.
 DG3623
 DG3623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0721925830(NAD 83)
 DG3623_MARKER: 91 = CHURCH CROSS
 DG3623
 DG3623  HISTORY     - Date     Condition        Report By
 DG3623  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3623  HISTORY     - 1965     GOOD             CGS
 DG3623
 DG3623                          STATION DESCRIPTION
 DG3623
 DG3623'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3623'THIS INTERSECTION STATION IS THE BASE OF THE CROSS ON TOP OF
 DG3623'THE BELFRY OF THE CHURCH OF ST. MICHAEL AND ALL ANGLES IN THE
 DG3623'NW SECTION OF ANNISTON.
 DG3623
 DG3623                          STATION RECOVERY (1965)
 DG3623
 DG3623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 DG3623'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 DG3623'IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3617 ***********************************************************************
 DG3617  DESIGNATION -  ANNISTON CITY HALL CLOCK TOWER
 DG3617  PID         -  DG3617
 DG3617  STATE/COUNTY-  AL/CALHOUN
 DG3617  USGS QUAD   -  ANNISTON (1972)
 DG3617
 DG3617                         *CURRENT SURVEY CONTROL
 DG3617  ___________________________________________________________________
 DG3617* NAD 83(1992)-  33 39 31.32364(N)    085 49 51.40761(W)     ADJUSTED  
 DG3617* NAVD 88     -                                                        
 DG3617  ___________________________________________________________________
 DG3617  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 DG3617  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG3617
 DG3617  HORZ ORDER  -  THIRD
 DG3617
 DG3617.The horizontal coordinates were established by classical geodetic methods
 DG3617.and adjusted by the National Geodetic Survey in September 1997..
 DG3617
 DG3617
 DG3617.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3617
 DG3617.The geoid height was determined by GEOID03.
 DG3617
 DG3617;                    North         East     Units Scale Factor Converg.
 DG3617;SPC AL E     -   350,249.053   200,221.371   MT  0.99996000   +0 00 04.8
 DG3617;UTM  16      - 3,724,927.412   608,392.326   MT  0.99974484   +0 38 52.8
 DG3617
 DG3617                          SUPERSEDED SURVEY CONTROL
 DG3617
 DG3617  NAD 83(1992)-  33 39 31.32364(N)    085 49 51.40760(W) AD(       ) 4
 DG3617  NAD 83(1986)-  33 39 31.32903(N)    085 49 51.40189(W) AD(       ) 4
 DG3617  NAD 27      -  33 39 30.96000(N)    085 49 51.53000(W) AD(       ) 3
 DG3617
 DG3617.Superseded values are not recommended for survey control.
 DG3617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3617.See file dsdata.txt to determine how the superseded data were derived.
 DG3617
 DG3617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0839224927(NAD 83)
 DG3617_MARKER: 55 = TOWER
 DG3617
 DG3617  HISTORY     - Date     Condition        Report By
 DG3617  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3617  HISTORY     - 1956     GOOD             CGS
 DG3617
 DG3617                          STATION DESCRIPTION
 DG3617
 DG3617'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3617'THIS INTERSECTION STATION IS THE CENTER OF THE BASE OF THE
 DG3617'FINIAL ON TOP OF THE ANNISTON CITY HALL CLOCK TOWER LOCATED
 DG3617'AT THE INTERSECTION OF FIRST STREET AND GURNEU STREET IN ANNISTON.
 DG3617
 DG3617                          STATION RECOVERY (1956)
 DG3617
 DG3617'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 DG3617'THE SUBJECT STATION EVIDENTLY SHOULD HAVE BEEN DESIGNATED THE
 DG3617'COUNTY COURTHOUSE CLOCK TOWER.  SEE OBSERVATIONS OF 5 AND 6
 DG3617'JUNE 1956 AT TRIANGULATION STATION OXANNA 2 FOR DATA SHOULD RESOLVE
 DG3617'THE QUESTION.  THERE IS NOW AND REPORTEDLY WAS IN 1941 NO
 DG3617'OTHER CLOCK TOWER NEAR THE ONE OF THE ABOVE-MENTIONED
 DG3617'OBSERVATIONS.  IF COMPUTATIONS PROVE THE POSITION OF THE 1941
 DG3617'INTERSECTION STATION TO BE ON THE LINE OBSERVED ON 5 AND 6 JUNE
 DG3617'1956 FROM OXANA 2, IT IS SUGGESTED THAT THE DESIGNATION TO
 DG3617'BE CHANGED TO THAT ON THE ACCOMPANYING DESCRIPTION FOR
 DG3617'ANNISTON, COUNTY COURTHOUSE CLOCK TOWER.
 DG3617'
 DG3617'THE STATION IS THE CENTER OF THE BASE OF THE FINIAL ON TOP OF THE
 DG3617'CALHOUN COUNTY COURTHOUSE CLOCK TOWER LOCATED NEAR THE HEART OF
 DG3617'DOWNTOWN ANNISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3616 ***********************************************************************
 DG3616  DESIGNATION -  ANNISTON E MUNICIPAL TANK
 DG3616  PID         -  DG3616
 DG3616  STATE/COUNTY-  AL/CALHOUN
 DG3616  USGS QUAD   -  ANNISTON (1972)
 DG3616
 DG3616                         *CURRENT SURVEY CONTROL
 DG3616  ___________________________________________________________________
 DG3616* NAD 83(1992)-  33 40 00.06989(N)    085 48 48.08569(W)     ADJUSTED  
 DG3616* NAVD 88     -                                                        
 DG3616  ___________________________________________________________________
 DG3616  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 DG3616  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3616
 DG3616  HORZ ORDER  -  THIRD
 DG3616
 DG3616.The horizontal coordinates were established by classical geodetic methods
 DG3616.and adjusted by the National Geodetic Survey in December 1992..
 DG3616
 DG3616
 DG3616.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3616
 DG3616.The geoid height was determined by GEOID03.
 DG3616
 DG3616;                    North         East     Units Scale Factor Converg.
 DG3616;SPC AL E     -   351,134.869   201,852.599   MT  0.99996004   +0 00 39.9
 DG3616;UTM  16      - 3,725,831.392   610,013.106   MT  0.99974921   +0 39 28.4
 DG3616
 DG3616                          SUPERSEDED SURVEY CONTROL
 DG3616
 DG3616  NAD 83(1986)-  33 40 00.07519(N)    085 48 48.07977(W) AD(       ) 4
 DG3616  NAD 27      -  33 39 59.70000(N)    085 48 48.21000(W) AD(       ) 3
 DG3616
 DG3616.Superseded values are not recommended for survey control.
 DG3616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3616.See file dsdata.txt to determine how the superseded data were derived.
 DG3616
 DG3616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1001325831(NAD 83)
 DG3616_MARKER: 53 = ELEVATED TANK
 DG3616
 DG3616  HISTORY     - Date     Condition        Report By
 DG3616  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3616
 DG3616                          STATION DESCRIPTION
 DG3616
 DG3616'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3616'THIS INTERSECTION STATION IS THE FINIAL ON TOP OF THE SILVER-COLORED
 DG3616'WATER TANK OWNED BY THE ANNISTON MUNICIPAL WATER WORKS.  IT IS
 DG3616'ABOUT 65 FEET HIGH AND IS LOCATED ON THE W SLOPE OF THE HILL ABOUT
 DG3616'1/4 MILE ESE OF ANNISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3614 ***********************************************************************
 DG3614  DESIGNATION -  ANNISTON MAG STA
 DG3614  PID         -  DG3614
 DG3614  STATE/COUNTY-  AL/CALHOUN
 DG3614  USGS QUAD   -  ANNISTON (1972)
 DG3614
 DG3614                         *CURRENT SURVEY CONTROL
 DG3614  ___________________________________________________________________
 DG3614* NAD 83(1992)-  33 39 27.40171(N)    085 49 19.26008(W)     ADJUSTED  
 DG3614* NAVD 88     -       233.50   (+/-2cm)     766.1    (feet)  VERTCON   
 DG3614  ___________________________________________________________________
 DG3614  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 DG3614  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG3614
 DG3614  HORZ ORDER  -  SECOND
 DG3614  VERT ORDER  -  THIRD ? (See Below)
 DG3614
 DG3614.The horizontal coordinates were established by classical geodetic methods
 DG3614.and adjusted by the National Geodetic Survey in September 1997..
 DG3614
 DG3614.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3614.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3614.The vertical order pertains to the NGVD 29 superseded value.
 DG3614
 DG3614.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3614
 DG3614.The geoid height was determined by GEOID03.
 DG3614
 DG3614;                    North         East     Units Scale Factor Converg.
 DG3614;SPC AL E     -   350,128.278   201,049.620   MT  0.99996001   +0 00 22.6
 DG3614;UTM  16      - 3,724,816.017   609,221.707   MT  0.99974707   +0 39 10.6
 DG3614
 DG3614!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3614!SPC AL E     -   0.99996785  x   0.99996001  =   0.99992787
 DG3614!UTM  16      -   0.99996785  x   0.99974707  =   0.99971493
 DG3614
 DG3614                          SUPERSEDED SURVEY CONTROL
 DG3614
 DG3614  NAD 83(1992)-  33 39 27.40172(N)    085 49 19.26007(W) AD(       ) 2
 DG3614  NAD 83(1986)-  33 39 27.40697(N)    085 49 19.25402(W) AD(       ) 2
 DG3614  NAD 27      -  33 39 27.03500(N)    085 49 19.38000(W) AD(       ) 2
 DG3614  NGVD 29 (07/19/86)  233.42   (m)          765.8    (f) LEVELING    3  
 DG3614
 DG3614.Superseded values are not recommended for survey control.
 DG3614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3614.See file dsdata.txt to determine how the superseded data were derived.
 DG3614
 DG3614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0922224816(NAD 83)
 DG3614_MARKER: DM = MAGNETIC STATION DISK
 DG3614_SETTING: 0 = UNSPECIFIED SETTING
 DG3614_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3614
 DG3614  HISTORY     - Date     Condition        Report By
 DG3614  HISTORY     - 1941     MONUMENTED       CGS
 DG3614
 DG3614                          STATION DESCRIPTION
 DG3614
 DG3614'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3614'THIS TRAVERSE STATION IS IN THE CITY OF ANNISTON, ON EAST
 DG3614'10TH STREET, ON THE E SIDE OF THE WOODSTOCK SCHOOL.  IT IS 19.1
 DG3614'FEET E OF THE E SIDE OF THE SCHOOL AND 25.8 FEET SSE OF THE
 DG3614'NE CORNER OF THE SCHOOL BUILDING.  IT IS 1.2 FEET E OF A
 DG3614'SIDEWALK CURB ALONG THE E SIDE OF THE BUILDING.  THE DISK IS A
 DG3614'STANDARD MAGNETIC DISK SET IN THE TOP OF A 6-INCH GRANITE POST
 DG3614'WHICH IS FLUSH WITH THE SURFACE OF THE GROUND IN THE
 DG3614'SCHOOLYARD.
 DG3614'
 DG3614'THIS STATION IS 54.800 FEET (16.703 METERS) E OF STATION
 DG3614'WOODSTOCK, WHICH IS ON TOP OF THE SCHOOL BUILDING.
 DG3614'
 DG3614'THIS STATION NOW HAS NO VALUE AS A MAGNETIC STATION, BEING
 DG3614'TOO CLOSE TO THE SCHOOL BUILDING.  THE OLD TRUE BEARINGS GIVEN AT
 DG3614'THIS STATION COULD NOT BE IDENTIFIED, TWO OF THE THREE OLD
 DG3614'BEARINGS GIVEN, BEING THROUGH THE SCHOOL BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3624 ***********************************************************************
 DG3624  DESIGNATION -  ANNISTON N MUNICIPAL TANK
 DG3624  PID         -  DG3624
 DG3624  STATE/COUNTY-  AL/CALHOUN
 DG3624  USGS QUAD   -  ANNISTON (1972)
 DG3624
 DG3624                         *CURRENT SURVEY CONTROL
 DG3624  ___________________________________________________________________
 DG3624* NAD 83(1992)-  33 40 43.99745(N)    085 49 52.90664(W)     ADJUSTED  
 DG3624* NAVD 88     -                                                        
 DG3624  ___________________________________________________________________
 DG3624  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 DG3624  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG3624
 DG3624  HORZ ORDER  -  THIRD
 DG3624
 DG3624.The horizontal coordinates were established by classical geodetic methods
 DG3624.and adjusted by the National Geodetic Survey in December 1992..
 DG3624
 DG3624
 DG3624.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3624
 DG3624.The geoid height was determined by GEOID03.
 DG3624
 DG3624;                    North         East     Units Scale Factor Converg.
 DG3624;SPC AL E     -   352,488.051   200,182.708   MT  0.99996000   +0 00 03.9
 DG3624;UTM  16      - 3,727,165.350   608,328.402   MT  0.99974467   +0 38 53.2
 DG3624
 DG3624                          SUPERSEDED SURVEY CONTROL
 DG3624
 DG3624  NAD 83(1986)-  33 40 44.00290(N)    085 49 52.90073(W) AD(       ) 4
 DG3624  NAD 27      -  33 40 43.63200(N)    085 49 53.02400(W) AD(       ) 3
 DG3624
 DG3624.Superseded values are not recommended for survey control.
 DG3624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3624.See file dsdata.txt to determine how the superseded data were derived.
 DG3624
 DG3624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0832827165(NAD 83)
 DG3624_MARKER: 53 = ELEVATED TANK
 DG3624
 DG3624  HISTORY     - Date     Condition        Report By
 DG3624  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3624  HISTORY     - 1965     GOOD             CGS
 DG3624
 DG3624                          STATION DESCRIPTION
 DG3624
 DG3624'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3624'THIS INTERECTION STATION IS THE FINIAL ON TOP OF THE SILVER-COLORED
 DG3624'WATER TANK OWNED BY THE ANNISTON MINICIPAL WATER WORKS.  IT IS ON
 DG3624'A RIDGE ON THE N EDGE OF TOWN 0.2 MILE W OF U.S. HIGHWAY 241.
 DG3624'THE TANK IS ABOUT 80 FEET HIGH.
 DG3624
 DG3624                          STATION RECOVERY (1965)
 DG3624
 DG3624'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 DG3624'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION IS
 DG3624'ADEQUATE FOR RECOVERY EXCEPT THE TANK IS PAINTED GREEN AND
 DG3624'IS SHAPED LIKE A STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3618 ***********************************************************************
 DG3618  DESIGNATION -  ANNISTON PARKER MEM BAP CHURCH
 DG3618  PID         -  DG3618
 DG3618  STATE/COUNTY-  AL/CALHOUN
 DG3618  USGS QUAD   -  ANNISTON (1972)
 DG3618
 DG3618                         *CURRENT SURVEY CONTROL
 DG3618  ___________________________________________________________________
 DG3618* NAD 83(1992)-  33 39 36.19497(N)    085 49 35.16552(W)     ADJUSTED  
 DG3618* NAVD 88     -                                                        
 DG3618  ___________________________________________________________________
 DG3618  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 DG3618  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG3618
 DG3618  HORZ ORDER  -  THIRD
 DG3618
 DG3618.The horizontal coordinates were established by classical geodetic methods
 DG3618.and adjusted by the National Geodetic Survey in September 1997..
 DG3618
 DG3618
 DG3618.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3618
 DG3618.The geoid height was determined by GEOID03.
 DG3618
 DG3618;                    North         East     Units Scale Factor Converg.
 DG3618;SPC AL E     -   350,399.152   200,639.815   MT  0.99996001   +0 00 13.8
 DG3618;UTM  16      - 3,725,082.191   608,808.960   MT  0.99974596   +0 39 01.9
 DG3618
 DG3618                          SUPERSEDED SURVEY CONTROL
 DG3618
 DG3618  NAD 83(1992)-  33 39 36.19497(N)    085 49 35.16551(W) AD(       ) 4
 DG3618  NAD 83(1986)-  33 39 36.20037(N)    085 49 35.15975(W) AD(       ) 4
 DG3618  NAD 27      -  33 39 35.83000(N)    085 49 35.29000(W) AD(       ) 3
 DG3618
 DG3618.Superseded values are not recommended for survey control.
 DG3618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3618.See file dsdata.txt to determine how the superseded data were derived.
 DG3618
 DG3618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0880925082(NAD 83)
 DG3618_MARKER: 91 = CHURCH CROSS
 DG3618
 DG3618  HISTORY     - Date     Condition        Report By
 DG3618  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3618
 DG3618                          STATION DESCRIPTION
 DG3618
 DG3618'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3618'THIS INTERSECTION STATION IS THE BASE OF THE CROSS ON THE STEEPLE
 DG3618'ON THE PARKER MEMORIAL BAPTIST CHURCH LOCATED AT THE INTERSECTION
 DG3618'OF 12TH STREET AND QUINTARD AVENUE IN ANNISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3625 ***********************************************************************
 DG3625  DESIGNATION -  ANNISTON US PIPE CO TANK
 DG3625  PID         -  DG3625
 DG3625  STATE/COUNTY-  AL/CALHOUN
 DG3625  USGS QUAD   -  ANNISTON (1972)
 DG3625
 DG3625                         *CURRENT SURVEY CONTROL
 DG3625  ___________________________________________________________________
 DG3625* NAD 83(1992)-  33 39 34.39918(N)    085 51 31.66828(W)     ADJUSTED  
 DG3625* NAVD 88     -                                                        
 DG3625  ___________________________________________________________________
 DG3625  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DG3625  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG3625
 DG3625  HORZ ORDER  -  THIRD
 DG3625
 DG3625.The horizontal coordinates were established by classical geodetic methods
 DG3625.and adjusted by the National Geodetic Survey in December 1992..
 DG3625
 DG3625
 DG3625.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3625
 DG3625.The geoid height was determined by GEOID03.
 DG3625
 DG3625;                    North         East     Units Scale Factor Converg.
 DG3625;SPC AL E     -   350,344.095   197,638.320   MT  0.99996007   -0 00 50.8
 DG3625;UTM  16      - 3,724,993.280   605,808.931   MT  0.99973802   +0 37 57.3
 DG3625
 DG3625                          SUPERSEDED SURVEY CONTROL
 DG3625
 DG3625  NAD 83(1986)-  33 39 34.40462(N)    085 51 31.66254(W) AD(       ) 4
 DG3625  NAD 27      -  33 39 34.03400(N)    085 51 31.78500(W) AD(       ) 3
 DG3625
 DG3625.Superseded values are not recommended for survey control.
 DG3625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3625.See file dsdata.txt to determine how the superseded data were derived.
 DG3625
 DG3625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0580924993(NAD 83)
 DG3625_MARKER: 53 = ELEVATED TANK
 DG3625
 DG3625  HISTORY     - Date     Condition        Report By
 DG3625  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3625
 DG3625                          STATION DESCRIPTION
 DG3625
 DG3625'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3625'THIS INTERSECTION STATION IS THE FINIAL ON TOP OF THE BLACK WATER
 DG3625'TANK OWNED BY THE U.S. PIPE COMPANY OF ANNISTON.  THE TANK
 DG3625'IS ABOUT 125 FEET HIGH AND IS LOCATED ABOUT 1-1/2 MILES W OF
 DG3625'ANNISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2688 ***********************************************************************
 DH2688  DESIGNATION -  ANTHONY
 DH2688  PID         -  DH2688
 DH2688  STATE/COUNTY-  AL/FAYETTE
 DH2688  USGS QUAD   -  WINFIELD SE (1967)
 DH2688
 DH2688                         *CURRENT SURVEY CONTROL
 DH2688  ___________________________________________________________________
 DH2688* NAD 83(1992)-  33 46 43.46328(N)    087 50 12.62559(W)     ADJUSTED  
 DH2688* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 DH2688  ___________________________________________________________________
 DH2688  LAPLACE CORR-           0.19  (seconds)                    DEFLEC99
 DH2688  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 DH2688
 DH2688  HORZ ORDER  -  SECOND
 DH2688
 DH2688.The horizontal coordinates were established by classical geodetic methods
 DH2688.and adjusted by the National Geodetic Survey in December 1992..
 DH2688
 DH2688.The orthometric height was scaled from a topographic map.
 DH2688
 DH2688.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2688
 DH2688.The geoid height was determined by GEOID03.
 DH2688
 DH2688;                    North         East     Units Scale Factor Converg.
 DH2688;SPC AL W     -   419,028.830   568,802.628   MT  0.99994533   -0 11 14.2
 DH2688;UTM  16      - 3,737,938.135   422,518.748   MT  0.99967401   -0 27 55.1
 DH2688
 DH2688!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2688!SPC AL W     -   0.99997264  x   0.99994533  =   0.99991797
 DH2688!UTM  16      -   0.99997264  x   0.99967401  =   0.99964665
 DH2688
 DH2688|---------------------------------------------------------------------|
 DH2688| PID    Reference Object                     Distance      Geod. Az  |
 DH2688|                                                           dddmmss.s |
 DH2688| CF9323 ANTHONY RM 1                         20.501 METERS 05836     |
 DH2688| CF9322 ANTHONY AZ MK                                      1121352.5 |
 DH2688| DH2660 FAYETTE RAD STA WWWF MAST           APPROX.11.6 KM 1640916.1 |
 DH2688| DH2668 FAYETTE ALABAMA MILLS TANK          APPROX.11.2 KM 1721723.3 |
 DH2688| DH2665 FAYETTE BROWN AND SONS LMBR TK      APPROX.10.9 KM 1723301.0 |
 DH2688| CF9324 ANTHONY RM 2                         19.393 METERS 29407     |
 DH2688|---------------------------------------------------------------------|
 DH2688
 DH2688                          SUPERSEDED SURVEY CONTROL
 DH2688
 DH2688  NAD 83(1986)-  33 46 43.46981(N)    087 50 12.62525(W) AD(       ) 2
 DH2688  NAD 27      -  33 46 43.08800(N)    087 50 12.55200(W) AD(       ) 2
 DH2688
 DH2688.Superseded values are not recommended for survey control.
 DH2688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2688.See file dsdata.txt to determine how the superseded data were derived.
 DH2688
 DH2688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2251937938(NAD 83)
 DH2688_MARKER: DS = TRIANGULATION STATION DISK
 DH2688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2688_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2688
 DH2688  HISTORY     - Date     Condition        Report By
 DH2688  HISTORY     - 1950     MONUMENTED       CGS
 DH2688
 DH2688                          STATION DESCRIPTION
 DH2688
 DH2688'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2688'THE STATION IS LOCATED ON A PROMINENT WOODED HILL, ABOUT 6
 DH2688'MILES DUE NORTH OF FAYETTE, 3 MILES WEST OF U.S. HIGHWAY 43,
 DH2688'18.7 FEET WEST OF A 10-INCH TRIANGULARLY BLAZED OAK TREE, 6.5
 DH2688'FEET NORTHEAST OF A WITNESS POST, AND ON LAND OWNED BY MR.
 DH2688'S.P. ANTHONY.
 DH2688'
 DH2688'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 43
 DH2688'AND STATE HIGHWAY 18 IN FAYETTE, GO NORTH ON THE FORMER FOR 5.3
 DH2688'MILES TO A CROSS-ROAD.  (THIS IS 0.25 MILE SOUTH OF A BRIDGE)
 DH2688'TURN LEFT, WEST, AND FOLLOW THE MAIN GRAVELED ROAD FOR 2.45 MILES
 DH2688'TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED, CONTINUE
 DH2688'WESTERLY ON THE MAIN ROAD FOR 0.35 MILE TO A CHURCH AND
 DH2688'CEMETERY, CONTINUE FOR 0.05 MILE TO A T-ROAD INTERSECTION, TURN
 DH2688'LEFT, SOUTHWEST, AND GO FOR 0.5 MILE TO A Y-FORK, BEAR
 DH2688'RIGHT FOR ABOUT 50 YARDS, THENCE SHARP LEFT FOR 0.05 MILE TO A
 DH2688'WOODS ROAD ON THE RIGHT, BEAR RIGHT, DUE WEST, UP A HILL FOR
 DH2688'ABOUT 0.2 MILE TO THE HIGHEST POINT OF THE HILL AND STATION.
 DH2688'
 DH2688'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 DH2688'ANTHONY 1950.
 DH2688'
 DH2688'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 DH2688'ANTHONY NO 1 1950.
 DH2688'
 DH2688'REFERENCE MARK NO. 2 PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 DH2688'ANTHONY NO 2 1950.
 DH2688'
 DH2688'THE AZIMUTH MARK IS 15 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 DH2688'A GRAVELED ROAD, AND 3 FEET NORTH OF A WITNESS POST.  THE MARK
 DH2688'PROJECTS 4 INCHES, AND THE DISK IS STAMPED ANTHONY 1950.
 DH2688'
 DH2688'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 DH2688'CYLINDERS.
 DH2688'
 DH2688'HEIGHT OF LIGHT ABOVE STATION MARK- 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2142 ***********************************************************************
 BT2142  DESIGNATION -  ANTIOCH
 BT2142  PID         -  BT2142
 BT2142  STATE/COUNTY-  AL/GENEVA
 BT2142  USGS QUAD   -  GENEVA EAST (1979)
 BT2142
 BT2142                         *CURRENT SURVEY CONTROL
 BT2142  ___________________________________________________________________
 BT2142* NAD 83(1992)-  31 04 46.04143(N)    085 47 29.91372(W)     ADJUSTED  
 BT2142* NAVD 88     -        80.     (meters)     262.     (feet)  SCALED    
 BT2142  ___________________________________________________________________
 BT2142  LAPLACE CORR-          -0.61  (seconds)                    DEFLEC99
 BT2142  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BT2142
 BT2142  HORZ ORDER  -  FIRST
 BT2142
 BT2142.The horizontal coordinates were established by classical geodetic methods
 BT2142.and adjusted by the National Geodetic Survey in December 1992..
 BT2142
 BT2142.The orthometric height was scaled from a topographic map.
 BT2142
 BT2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2142
 BT2142.The geoid height was determined by GEOID03.
 BT2142
 BT2142;                    North         East     Units Scale Factor Converg.
 BT2142;SPC AL E     -    64,240.061   203,978.169   MT  0.99996020   +0 01 17.5
 BT2142;SPC FL N     -   231,213.747   476,738.417   MT  1.00007494   -0 38 56.7
 BT2142;SPC FL N     -   758,573.77  1,564,099.29   sFT  1.00007494   -0 38 56.7
 BT2142;UTM  16      - 3,439,035.215   615,265.373   MT  0.99976388   +0 37 25.9
 BT2142
 BT2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2142!SPC AL E     -   0.99999174  x   0.99996020  =   0.99995194
 BT2142!SPC FL N     -   0.99999174  x   1.00007494  =   1.00006668
 BT2142!UTM  16      -   0.99999174  x   0.99976388  =   0.99975562
 BT2142
 BT2142|---------------------------------------------------------------------|
 BT2142| PID    Reference Object                     Distance      Geod. Az  |
 BT2142|                                                           dddmmss.s |
 BT2142| CY8030 ANTIOCH RM 1                         44.062 METERS 06430     |
 BT2142| CY8029 ANTIOCH AZ MK                                      0645942.5 |
 BT2142| CY8031 ANTIOCH RM 2                         31.715 METERS 15922     |
 BT2142| BT2148 COFFEE SPRINGS MUN TANK             APPROX.15.3 KM 3102631.5 |
 BT2142|---------------------------------------------------------------------|
 BT2142
 BT2142                          SUPERSEDED SURVEY CONTROL
 BT2142
 BT2142  NAD 83(1986)-  31 04 46.04985(N)    085 47 29.91475(W) AD(       ) 1
 BT2142  NAD 27      -  31 04 45.41000(N)    085 47 30.15500(W) AD(       ) 1
 BT2142
 BT2142.Superseded values are not recommended for survey control.
 BT2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2142.See file dsdata.txt to determine how the superseded data were derived.
 BT2142
 BT2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1526539035(NAD 83)
 BT2142_MARKER: DS = TRIANGULATION STATION DISK
 BT2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2142
 BT2142  HISTORY     - Date     Condition        Report By
 BT2142  HISTORY     - 1943     MONUMENTED       CGS
 BT2142  HISTORY     - 1965     MARK NOT FOUND   AMS
 BT2142
 BT2142                          STATION DESCRIPTION
 BT2142
 BT2142'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2142'THE STATION IS ABOUT 5.5 MILES NE OF GENEVA, 5.05 MILES, ALONG
 BT2142'HIGHWAY 27, NE FROM THE JUNCTION OF STATE HIGHWAYS 12 AND 27.  IT
 BT2142'IS 53 FEET N FROM THE CENTER OF THE HIGHWAY, 15 FEET NE FROM A
 BT2142'TRIANGULAR-BLAZED TELEPHONE POLE.  IT IS STAMPED ANTIOCH 1943 AND
 BT2142'PROJECTS ABOUT 4 INCHES.
 BT2142'
 BT2142'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2142'DISKS SET IN CONCRETE.
 BT2142'
 BT2142'REFERENCE MARK NO. 1 IS NE FROM THE STATION, 14 FEET W FROM A
 BT2142'TELEPHONE POLE, 46 FEET S FROM A WIRE FENCE, AND 47 FEET N FROM
 BT2142'THE CENTER OF THE HIGHWAY.  IT IS STAMPED ANTIOCH NO. 1 1943 AND
 BT2142'PROJECTS ABOUT 3 INCHES.
 BT2142'
 BT2142'REFERENCE MARK NO. 2 IS S OF THE STATION, ON THE N SIDE OF THE
 BT2142'FENCE, 50 FEET S FROM THE CENTER OF THE HIGHWAY.  IT IS STAMPED
 BT2142'ANTIOCH NO. 2 1943 AND PROJECTS ABOUT 6 INCHES.
 BT2142'
 BT2142'THE AZIMUTH MARK IS 0.35 MILE NE FROM THE STATION, ON THE N SIDE
 BT2142'OF THE FENCE, 51 FEET S FROM THE CENTER OF THE HIGHWAY, 19
 BT2142'FEET W FROM HIGHWAY RIGHT-OF-WAY MARKER NO. PT 285.  IT IS STAMPED
 BT2142'ANTIOCH 1943 AND PROJECTS ABOUT 4 INCHES.
 BT2142'
 BT2142'A 90-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION BAMA 1938.
 BT2142'
 BT2142'A 37-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION GENEVA
 BT2142'MAGNETIC.
 BT2142'
 BT2142'A 37-FOOT TOWER WILL SE A 100-FOOT LIGHT AT STATION RIDA 1938.
 BT2142'
 BT2142'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION LYTLE.
 BT2142'
 BT2142'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION COFFEE.
 BT2142'
 BT2142'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION BELLWOOD.
 BT2142'
 BT2142'HEIGHT OF LIGHT ABOVE STATION MARK- 26 METERS.
 BT2142
 BT2142                          STATION RECOVERY (1965)
 BT2142
 BT2142'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 BT2142'STATION, R.M. 1 AND R.M. 2 WERE NOT FOUND.  THE AZIMUTH MARK
 BT2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1601 ***********************************************************************
 EF1601  DESIGNATION -  AP 1962 STA A
 EF1601  PID         -  EF1601
 EF1601  STATE/COUNTY-  AL/COLBERT
 EF1601  USGS QUAD   -  LEIGHTON (1971)
 EF1601
 EF1601                         *CURRENT SURVEY CONTROL
 EF1601  ___________________________________________________________________
 EF1601* NAD 83(1992)-  34 44 57.59918(N)    087 37 00.59799(W)     ADJUSTED  
 EF1601* NAVD 88     -       164.8    (meters)     541.     (feet)  VERTCON   
 EF1601  ___________________________________________________________________
 EF1601  X           -     218,158.128 (meters)                     COMP
 EF1601  Y           -  -5,241,902.749 (meters)                     COMP
 EF1601  Z           -   3,615,131.155 (meters)                     COMP
 EF1601  LAPLACE CORR-           2.19  (seconds)                    DEFLEC99
 EF1601  ELLIP HEIGHT-         137.72  (meters)          (07/29/02) GPS OBS
 EF1601  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EF1601
 EF1601  HORZ ORDER  -  FIRST
 EF1601  ELLP ORDER  -  FOURTH    CLASS I
 EF1601
 EF1601.This mark is at Muscle Shoals Airport (MSL)
 EF1601
 EF1601.The horizontal coordinates were established by GPS observations
 EF1601.and adjusted by the National Geodetic Survey in December 1992..
 EF1601
 EF1601.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1601.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1601
 EF1601.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1601
 EF1601.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1601
 EF1601.The ellipsoidal height was determined by GPS observations
 EF1601.and is referenced to NAD 83.
 EF1601
 EF1601.The geoid height was determined by GEOID03.
 EF1601
 EF1601;                    North         East     Units Scale Factor Converg.
 EF1601;SPC AL W     -   526,642.054   589,302.838   MT  0.99993474   -0 03 59.7
 EF1601;UTM  16      - 3,845,418.862   443,541.491   MT  0.99963929   -0 21 05.7
 EF1601
 EF1601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1601!SPC AL W     -   0.99997838  x   0.99993474  =   0.99991312
 EF1601!UTM  16      -   0.99997838  x   0.99963929  =   0.99961768
 EF1601
 EF1601                          SUPERSEDED SURVEY CONTROL
 EF1601
 EF1601  ELLIP H (12/04/92)  137.77   (m)                       GP(       ) 4 1
 EF1601  NAD 83(1986)-  34 44 57.60551(N)    087 37 00.59357(W) AD(       ) 3
 EF1601  NAD 27      -  34 44 57.28916(N)    087 37 00.50008(W) AD(       ) 3
 EF1601  NGVD 29 (12/04/92)  164.7    (m)          540.     (f) GPS OBS        
 EF1601
 EF1601.Superseded values are not recommended for survey control.
 EF1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1601.See file dsdata.txt to determine how the superseded data were derived.
 EF1601
 EF1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4354145419(NAD 83)
 EF1601_MARKER: DT = TOPOGRAPHIC STATION DISK
 EF1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1601_SP_SET: SQUARE CONCRETE MONUMENT
 EF1601_STAMPING: AP 1962 STA A
 EF1601_MARK LOGO: CGS   
 EF1601_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EF1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1601+STABILITY: SURFACE MOTION
 EF1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1601+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 EF1601
 EF1601  HISTORY     - Date     Condition        Report By
 EF1601  HISTORY     - 1962     MONUMENTED       CGS
 EF1601  HISTORY     - 19870616 GOOD             NGS
 EF1601  HISTORY     - 19900207 GOOD             ALHD
 EF1601  HISTORY     - 19910201 GOOD             NGS
 EF1601
 EF1601                          STATION DESCRIPTION
 EF1601
 EF1601'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 EF1601'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) EAST OF MUSCLE SHOALS AT
 EF1601'THE MUSCLE SHOALS AIRPORT AND NEAR THE END OF RUNWAY 11.  PERMISSION,
 EF1601'MANAGER - O.V. LEDGEWOOD, AIRPORT AUTHORITY, P.O. BOX 755, FLORENCE,
 EF1601'AL. 35631, TELEPHONE 205-381-2869. (THE MARK WAS RECOVERED AND FOUND
 EF1601'THAT THE TOP HAD BEEN CHIPPED BY MOWING BUT APPEARS TO BE SOLID AND
 EF1601'IN GOOD CONDITION).
 EF1601'THE MARK PROJECTS 2 INCHES ABOVE THE GROUND AND IS LOCATED 16.7
 EF1601'METERS (55 FT) NORTHEAST OF THE NORTHEAST CORNER OF RUNWAY 11 AND
 EF1601'14.0 METERS (46.2 FT) NORTHEAST FROM THE NORTHERN MOST OF THE
 EF1601'THRESHOLD LIGHTS.
 EF1601'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 EF1601
 EF1601                          STATION RECOVERY (1990)
 EF1601
 EF1601'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1601'THE STATION IS LOCATED IN COLBERT COUNTY ON THE MUSCLE SHOALS AIRPORT,
 EF1601'ABOUT 4.00 KM (2.49 MI) EAST OF MUSCLE SHOALS.
 EF1601'TO REACH THE STATION FROM THE JUNCTION OF ALA 20, ALA 157, AND ALA
 EF1601'133, MILE POST 30.10 ON ALA 20, DRIVE NORTH ON ALA 133 5.23 KM
 EF1601'(3.25 MI) TO MILE POST 3.45 AND AVALON AVENUE LEFT AND RIGHT, TURN
 EF1601'RIGHT ON AVALON AVENUE AND DRIVE EAST 1.45 KM (0.90 MI) TO T. ED
 EF1601'CAMPBELL DRIVE ON THE LEFT, TURN LEFT ON T. ED CAMPBELL DRIVE AND
 EF1601'DRIVE NORTH 0.16 KM (0.10 MI) TO THE AIRPORT TERMINAL BUILDING ON THE
 EF1601'RIGHT. CONTACT MR. JOHN LEHRTER OR MR. O. V. LEDGEWOOD FOR ACCESS AND
 EF1601'THE BEST ROUTE TO THE STATION.
 EF1601'THE STATION IS 16.76 M (54.99 FT) NORTHEAST OF THE NORTHEAST CORNER OF
 EF1601'RUNWAY 11, 14.08 M (46.19 FT) NORTHEAST OF THE NORTHERN MOST
 EF1601'THRESHOLD LIGHT, PROJECTS TWO INCHES ABOVE THE SURFACE OF THE GROUND,
 EF1601'AND IS SURROUNDED BY THREE TALL WOOD STAKES WITH BLUE AND WHITE FLAG
 EF1601'TAPE.
 EF1601'STATION MSL D 1975 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1601'BEFORE USING THIS STATION AT ANY TIME, PLEASE CONTACT AT LEAST ONE
 EF1601'WEEK IN ADVANCE TO ARRANGE ACCESS TO THE FIELD.
 EF1601'MR. JOHN LEHRTER OR MR. O. V. LEDGEWOOD
 EF1601'AIRPORT AUTHORITY
 EF1601'P. O. BOX 755
 EF1601'FLORENCE, ALABAMA 35631
 EF1601'PHONE 205 - 381 - 2869
 EF1601'THE AIRPORT AUTHORITY WILL NOTIFY THE F. A. A. OFFICE.
 EF1601
 EF1601                          STATION RECOVERY (1991)
 EF1601
 EF1601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (HSK)
 EF1601'THE STATION IS LOCATED AT THE APPROACH END OF RUNWAY 11 AND IS 55.0 FT
 EF1601'(16.8 M) NE OF THE NW CORNER OF RUNWAY END 11, AND 46.2 FT (14.1 M) NE
 EF1601'OF THE NORTHERN MOST OF THREE THRESHOLD LIGHTS.  IT IS A STANDARD TOPO
 EF1601'DISK SET IN THE TOP OF A CONCRETE MONUMENT THAT PROJECTS 2 INCHES AND
 EF1601'IS STAMPED AP 1962 STA A.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2895 ***********************************************************************
 DH2895  SACS        -  This is a Secondary Airport Control Station.
 DH2895  DESIGNATION -  AP 1969 STA C TCL
 DH2895  PID         -  DH2895
 DH2895  STATE/COUNTY-  AL/TUSCALOOSA
 DH2895  USGS QUAD   -  TUSCALOOSA (1983)
 DH2895
 DH2895                         *CURRENT SURVEY CONTROL
 DH2895  ___________________________________________________________________
 DH2895* NAD 83(1992)-  33 13 23.90835(N)    087 36 17.26858(W)     ADJUSTED  
 DH2895* NAVD 88     -        48.92   (+/-2cm)     160.5    (feet)  VERTCON   
 DH2895  ___________________________________________________________________
 DH2895  X           -     223,209.535 (meters)                     COMP
 DH2895  Y           -  -5,336,296.149 (meters)                     COMP
 DH2895  Z           -   3,474,714.002 (meters)                     COMP
 DH2895  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 DH2895  ELLIP HEIGHT-          19.98  (meters)          (07/29/02) GPS OBS
 DH2895  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH2895
 DH2895  HORZ ORDER  -  B
 DH2895  VERT ORDER  -  THIRD ? (See Below)
 DH2895  ELLP ORDER  -  FOURTH    CLASS II
 DH2895
 DH2895.This mark is at Tuscaloosa Airport (TCL)
 DH2895
 DH2895.The horizontal coordinates were established by GPS observations
 DH2895.and adjusted by the National Geodetic Survey in August 1994..
 DH2895
 DH2895.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2895.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2895
 DH2895.GPS derived orthometric heights for airport stations designated as
 DH2895.PACS or SACS are published to 2 decimal places.  This maintains
 DH2895.centimeter relative accuracy between the PACS and SACS.  It does
 DH2895.not indicate centimeter accuracy relative to other marks which are
 DH2895.part of the NAVD 88 network.
 DH2895.The vertical order pertains to the NGVD 29 superseded value.
 DH2895
 DH2895.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2895
 DH2895.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2895
 DH2895.The ellipsoidal height was determined by GPS observations
 DH2895.and is referenced to NAD 83.
 DH2895
 DH2895.The geoid height was determined by GEOID03.
 DH2895
 DH2895;                    North         East     Units Scale Factor Converg.
 DH2895;SPC AL W     -   357,381.996   590,231.794   MT  0.99993451   -0 03 26.7
 DH2895;UTM  16      - 3,676,206.289   443,644.731   MT  0.99963916   -0 19 53.0
 DH2895
 DH2895!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2895!SPC AL W     -   0.99999686  x   0.99993451  =   0.99993137
 DH2895!UTM  16      -   0.99999686  x   0.99963916  =   0.99963602
 DH2895
 DH2895                          SUPERSEDED SURVEY CONTROL
 DH2895
 DH2895  ELLIP H (08/11/94)   20.06   (m)                       GP(       ) 4 1
 DH2895  NGVD 29 (08/11/94)   48.89   (m)          160.4    (f) LEVELING    3  
 DH2895
 DH2895.Superseded values are not recommended for survey control.
 DH2895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2895.See file dsdata.txt to determine how the superseded data were derived.
 DH2895
 DH2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4364576206(NAD 83)
 DH2895_MARKER: DT = TOPOGRAPHIC STATION DISK
 DH2895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2895_SP_SET: CONCRETE POST
 DH2895_STAMPING: AP 1969 STA C TCL
 DH2895_MARK LOGO: CGS   
 DH2895_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2895+STABILITY: SURFACE MOTION
 DH2895_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2895+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1993
 DH2895
 DH2895  HISTORY     - Date     Condition        Report By
 DH2895  HISTORY     - 1969     MONUMENTED       CGS
 DH2895  HISTORY     - 19891001 GOOD             NGS
 DH2895  HISTORY     - 19930402 GOOD
 DH2895
 DH2895                          STATION DESCRIPTION
 DH2895
 DH2895'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DH2895'STATION IS LOCATED ON THE TUSCALOOSA MUNICIPAL AIRPORT WHICH IS WEST
 DH2895'OF THE CITY OF NORTHPORT, AL EAST OF THE TOWN OF COKER, AL AND SOUTH
 DH2895'OF US HIGHWAY 82 WEST OF ITS INTERSECTION WITH US HIGHWAY 43.
 DH2895'TO REACH FROM THE TERMINAL RAMP PROCEED NORTHEAST ON THE TAXIWAY
 DH2895'RUNNING PARALLEL TO RUNWAY 4/22 TO ITS END THEN CROSS RUNWAY END 22
 DH2895'TO STATION 100 FT (30.5 M) SOUTHEAST OF THE CORNER OF THE RUNWAY
 DH2895'ROUGHLY ON LINE WITH THE END OF RUNWAY PAVEMENT.
 DH2895'IT IS 190.3 FT (58.0 M) NE OF THE FIRST RUNWAY LIGHT (SHOWS WHITE) SW
 DH2895'OF THE RUNWAY END, 175 FT (53.3 M) SE OF THE CENTERLINE END OF THE
 DH2895'RUNWAY (MARKED BY A PK NAIL AND WASHER), 92.8 FT (28.3 M) SE OF THE
 DH2895'SOUTHEASTERLY MOST THRESHOLD LIGHT (SHOWS GREEN AND RED) AND 32.5 FT
 DH2895'(9.9 M) S OF A STROBE LIGHT (REIL).
 DH2895'ACCESS TO THE FIELD IS CONTROLLED.  CONTACT AIRPORT MANAGER, RALPH C.
 DH2895'JONES, AT 205-349-0114.
 DH2895
 DH2895                          STATION RECOVERY (1989)
 DH2895
 DH2895'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (GFS)
 DH2895'THE STATION IS LOCATED AT THE TUSCALOOSA MUNICIPAL AIRPORT SOUTHEAST
 DH2895'OF RUNWAY END 22.  IT IS 190.3 FT (58.0 M) NORTHEASTERLY OF THE FIRST
 DH2895'RUNWAY LIGHT ON THE SOUTHEAST SIDE OF THE RUNWAY, 175 FT (53.3 M)
 DH2895'SOUTHEAST OF THE CENTERLINE END OF THE RUNWAY, 92.8 FT (28.3 M)
 DH2895'SOUTHEAST OF THE MOST SOUTHEASTERLY THRESHOLD LIGHT AND 32.5 FT (9.9
 DH2895'M) SOUTHERLY OF A REIL.  THE MARK IS A STANDARD TOPOGRAPHICAL DISK
 DH2895'STAMPED AP 1969 STA TCL, SET IN THE TOP OF A CONCRETE MONUMENT WHICH
 DH2895'IS FLUSH WITH THE SURFACE.
 DH2895
 DH2895                          STATION RECOVERY (1993)
 DH2895
 DH2895'RECOVERED 1993
 DH2895'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2896 ***********************************************************************
 DH2896  SACS        -  This is a Secondary Airport Control Station.
 DH2896  DESIGNATION -  AP 1969 STA D TCL
 DH2896  PID         -  DH2896
 DH2896  STATE/COUNTY-  AL/TUSCALOOSA
 DH2896  USGS QUAD   -  TUSCALOOSA (1983)
 DH2896
 DH2896                         *CURRENT SURVEY CONTROL
 DH2896  ___________________________________________________________________
 DH2896* NAD 83(1992)-  33 12 35.94763(N)    087 37 06.90779(W)     ADJUSTED  
 DH2896* NAVD 88     -        45.99   (+/-2cm)     150.9    (feet)  VERTCON   
 DH2896  ___________________________________________________________________
 DH2896  X           -     221,958.839 (meters)                     COMP
 DH2896  Y           -  -5,337,155.994 (meters)                     COMP
 DH2896  Z           -   3,473,476.258 (meters)                     COMP
 DH2896  LAPLACE CORR-          -0.67  (seconds)                    DEFLEC99
 DH2896  ELLIP HEIGHT-          17.06  (meters)          (07/29/02) GPS OBS
 DH2896  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DH2896
 DH2896  HORZ ORDER  -  B
 DH2896  VERT ORDER  -  THIRD ? (See Below)
 DH2896  ELLP ORDER  -  FOURTH    CLASS II
 DH2896
 DH2896.This mark is at Tuscaloosa Airport (TCL)
 DH2896
 DH2896.The horizontal coordinates were established by GPS observations
 DH2896.and adjusted by the National Geodetic Survey in August 1994..
 DH2896
 DH2896.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2896.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2896
 DH2896.GPS derived orthometric heights for airport stations designated as
 DH2896.PACS or SACS are published to 2 decimal places.  This maintains
 DH2896.centimeter relative accuracy between the PACS and SACS.  It does
 DH2896.not indicate centimeter accuracy relative to other marks which are
 DH2896.part of the NAVD 88 network.
 DH2896.The vertical order pertains to the NGVD 29 superseded value.
 DH2896
 DH2896.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2896
 DH2896.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2896
 DH2896.The ellipsoidal height was determined by GPS observations
 DH2896.and is referenced to NAD 83.
 DH2896
 DH2896.The geoid height was determined by GEOID03.
 DH2896
 DH2896;                    North         East     Units Scale Factor Converg.
 DH2896;SPC AL W     -   355,905.898   588,944.864   MT  0.99993484   -0 03 53.8
 DH2896;UTM  16      - 3,674,736.794   442,351.140   MT  0.99964097   -0 20 19.7
 DH2896
 DH2896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2896!SPC AL W     -   0.99999732  x   0.99993484  =   0.99993216
 DH2896!UTM  16      -   0.99999732  x   0.99964097  =   0.99963829
 DH2896
 DH2896                          SUPERSEDED SURVEY CONTROL
 DH2896
 DH2896  ELLIP H (08/11/94)   17.14   (m)                       GP(       ) 4 1
 DH2896  NGVD 29 (08/11/94)   45.96   (m)          150.8    (f) LEVELING    3  
 DH2896
 DH2896.Superseded values are not recommended for survey control.
 DH2896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2896.See file dsdata.txt to determine how the superseded data were derived.
 DH2896
 DH2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4235174737(NAD 83)
 DH2896_MARKER: DT = TOPOGRAPHIC STATION DISK
 DH2896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2896_SP_SET: CONCRETE POST
 DH2896_STAMPING: AP 1969 STA D TCL
 DH2896_MARK LOGO: CGS   
 DH2896_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2896+STABILITY: SURFACE MOTION
 DH2896_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2896+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1993
 DH2896
 DH2896  HISTORY     - Date     Condition        Report By
 DH2896  HISTORY     - 1969     MONUMENTED       CGS
 DH2896  HISTORY     - 19891001 GOOD             NGS
 DH2896  HISTORY     - 19930402 GOOD
 DH2896
 DH2896                          STATION DESCRIPTION
 DH2896
 DH2896'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DH2896'LOCATED ON THE TUSCALOOSA MUNICIPAL AIRPORT WEST OF THE CITY OF
 DH2896'NORTHPORT, AL , EAST OF THE TOWN OF COKER, AL AND SOUTH OF US HIGHWAY
 DH2896'82 WEST OF ITS INTERSECTION WITH US HIGHWAY 43.
 DH2896'TO REACH FROM THE TERMINAL RAMP GO SOUTH TO THE END OF THE TERMINAL
 DH2896'RAMP THEN SOUTHWEST ON THE TAXIWAY RUNNING PARALLEL TO RUNWAY 4/22
 DH2896'FOR ABOUT 0.9 MI (1.4 KM) TO END OF RUNWAY.  CROSS RUNWAY TO STATION
 DH2896'IN THE GRASS ABOUT 150 N OF THE RUNWAY END AND 100 FT (30.5 M) FROM
 DH2896'THE EDGE OF THE RUNWAY.
 DH2896'IT IS 190.3 FT (58.0 M) EAST OF THE RUNWAY CENTERLINE, 124.5 FT
 DH2896'(37.9 M) NE OF THE SOUTHEASTERLY MOST THRESHOLD LIGHT (SHOWS GREEN
 DH2896'AND RED), 124.1 FT (37.8 M) ENE OF THE CORNER OF THE RUNWAY, 107.4 FT
 DH2896'(32.7 M) SOUTHERLY OF THE FIRST RUNWAY LIGHT (SHOWS WHITE) FROM THE
 DH2896'END OF THE RUNWAY AND 100.2 FT (30.5 M) SE OF THE SE EDGE OF THE
 DH2896'RUNWAY.
 DH2896'ACCESS TO THE AIRPORT IS CONTROLLED.  CONTACT AIRPORT MANAGER, RALPH
 DH2896'C. JONES, AT 205-349-0114 FOR ACCESS.
 DH2896
 DH2896                          STATION RECOVERY (1989)
 DH2896
 DH2896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (GFS)
 DH2896'THE STATION IS LOCATED AT THE TUSCALOOSA MUNICIPAL AIRPORT NEAR RUNWAY
 DH2896'END 4.  IT IS 190.3 FT (58.0 M) EAST OF CENTERLINE END 4, 124.5 FT
 DH2896'(37.9 M) NORTHEAST OF THE MOST SOUTHEASTERLY THRESHOLD LIGHT, 124.1 FT
 DH2896'(37.8 M) EAST NORTHEAST OF THE CORNER OF THE RUNWAY, 107.4 FT (32.7 M)
 DH2896'SOUTHERLY OF THE FIRST RUNWAY LIGHT ON THE SOUTHEAST SIDE OF THE
 DH2896'RUNWAY AND 100.2 FT (30.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 DH2896'RUNWAY.  THE MARK IS A STANDARD TOPOGRAPHICAL DISK STAMPED AP 1969 STA
 DH2896'D TCL, SET IN THE TOP OF A CONCRETE MONUMENT WHICH IS FLUSH WITH THE
 DH2896'SURFACE.
 DH2896
 DH2896                          STATION RECOVERY (1993)
 DH2896
 DH2896'RECOVERED 1993
 DH2896'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2210 ***********************************************************************
 BU2210  SACS        -  This is a Secondary Airport Control Station.
 BU2210  DESIGNATION -  AP 1970 STA A TOI
 BU2210  PID         -  BU2210
 BU2210  STATE/COUNTY-  AL/PIKE
 BU2210  USGS QUAD   -  YOUNGBLOOD (1981)
 BU2210
 BU2210                         *CURRENT SURVEY CONTROL
 BU2210  ___________________________________________________________________
 BU2210* NAD 83(1992)-  31 51 49.77577(N)    086 00 27.00862(W)     ADJUSTED  
 BU2210* NAVD 88     -       119.33   (+/-2cm)     391.5    (feet)  VERTCON   
 BU2210  ___________________________________________________________________
 BU2210  X           -     377,519.943 (meters)                     COMP
 BU2210  Y           -  -5,408,964.699 (meters)                     COMP
 BU2210  Z           -   3,347,665.568 (meters)                     COMP
 BU2210  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 BU2210  ELLIP HEIGHT-          92.59  (meters)          (07/29/02) GPS OBS
 BU2210  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU2210
 BU2210  HORZ ORDER  -  B
 BU2210  VERT ORDER  -  THIRD ? (See Below)
 BU2210  ELLP ORDER  -  FOURTH    CLASS II
 BU2210
 BU2210.This mark is at Troy Airport (TOI)
 BU2210
 BU2210.The horizontal coordinates were established by GPS observations
 BU2210.and adjusted by the National Geodetic Survey in June 1994..
 BU2210
 BU2210.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2210.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2210
 BU2210.GPS derived orthometric heights for airport stations designated as
 BU2210.PACS or SACS are published to 2 decimal places.  This maintains
 BU2210.centimeter relative accuracy between the PACS and SACS.  It does
 BU2210.not indicate centimeter accuracy relative to other marks which are
 BU2210.part of the NAVD 88 network.
 BU2210.The vertical order pertains to the NGVD 29 superseded value.
 BU2210
 BU2210.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2210
 BU2210.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2210
 BU2210.The ellipsoidal height was determined by GPS observations
 BU2210.and is referenced to NAD 83.
 BU2210
 BU2210.The geoid height was determined by GEOID03.
 BU2210
 BU2210;                    North         East     Units Scale Factor Converg.
 BU2210;SPC AL E     -   151,218.206   183,518.589   MT  0.99996335   -0 05 31.0
 BU2210;UTM  16      - 3,525,771.364   593,887.086   MT  0.99970871   +0 31 26.3
 BU2210
 BU2210!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2210!SPC AL E     -   0.99998546  x   0.99996335  =   0.99994881
 BU2210!UTM  16      -   0.99998546  x   0.99970871  =   0.99969418
 BU2210
 BU2210                          SUPERSEDED SURVEY CONTROL
 BU2210
 BU2210  ELLIP H (06/29/94)   92.64   (m)                       GP(       ) 4 1
 BU2210  NGVD 29 (06/29/94)  119.32   (m)          391.5    (f) LEVELING    3  
 BU2210
 BU2210.Superseded values are not recommended for survey control.
 BU2210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2210.See file dsdata.txt to determine how the superseded data were derived.
 BU2210
 BU2210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA9388725771(NAD 83)
 BU2210_MARKER: DT = TOPOGRAPHIC STATION DISK
 BU2210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2210_SP_SET: CONCRETE POST
 BU2210_STAMPING: AP 1970 STA A TOI
 BU2210_MARK LOGO: CGS   
 BU2210_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU2210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2210+STABILITY: SURFACE MOTION
 BU2210_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2210+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1993
 BU2210
 BU2210  HISTORY     - Date     Condition        Report By
 BU2210  HISTORY     - 1970     MONUMENTED       CGS
 BU2210  HISTORY     - 19891101 GOOD             NGS
 BU2210  HISTORY     - 19930322 GOOD
 BU2210
 BU2210                          STATION DESCRIPTION
 BU2210
 BU2210'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 BU2210'STATION IS LOCATED NORTH OF TROY, ALABAMA ON THE TROY MUNICIPAL
 BU2210'AIRPORT.  THE STATION IS LOCATED AT RUNWAY END 25.
 BU2210'THE STATION IS 243.8 FT (74.3 M) NORTHWEST OF THE CENTERLINE END OF
 BU2210'RUNWAY 25, 191.3 FT (58.3 M) NORTHWEST OF ABANDONED RUNWAY LIGHT BASE
 BU2210'AT THE END OF RUNWAY, 167.1 FT (50.9 M) SOUTHWEST OF THE END OF
 BU2210'RUNWAY MEASURED PARALLEL TO THE RUNWAY EDGE, 93.3 FT (28.4 M) NORTH
 BU2210'OF SECOND ABANDONED RUNWAY LIGHT BASE SOUTHWEST OF RUNWAY END, AND
 BU2210'90.4 FT (27.6 M) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY.
 BU2210'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1970 STA A TOI
 BU2210'AND SET IN THE TOP OF AN 8 INCH CONCRETE POST FLUSH WITH THE GROUND.
 BU2210'FOR ACCESS TO THE AIRPORT AND THE STATION, CONTACT MR. TRENT CRAWFORD,
 BU2210'TROY MUNICIPAL AIRPORT, TROY, ALABAMA, 36801, TELEPHONE (205)566-3470
 BU2210'OR 8839.
 BU2210'RECOVERED AND DESCRIBED BY RALPH A HARRELL, 22 MARCH, 1993, NATIONAL
 BU2210'OCEAN SERVICE.
 BU2210
 BU2210                          STATION RECOVERY (1989)
 BU2210
 BU2210'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (GFS)
 BU2210'THE STATION IS LOCATED AT RUNWAY END 25, 243.8 FT (74.3 M) NORTHWEST
 BU2210'OF THE CENTERLINE END RUNWAY 25, 191.3 FT (58.3 M) NORTHWEST OF
 BU2210'ABANDONED RUNWAY LIGHT BASE AT THE END OF RUNWAY, 167.1 FT (50.9 M)
 BU2210'SOUTHWEST OF THE END RUNWAY MEASURED PARALLEL TO THE RUNWAY EDGE, 93.3
 BU2210'FT (28.4 M) NORTH OF SECOND ABANDONED RUNWAY LIGHT BASE SOUTHWEST OF
 BU2210'RUNWAY END AND 90.4 FT (27.6 M) NORTHWEST OF THE NORTHWEST EDGE OF
 BU2210'RUNWAY.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1970
 BU2210'STA A TOI, AND SET IN THE TOP OF A 8 INCH CONCRETE POST FLUSH WITH THE
 BU2210'GROUND.
 BU2210
 BU2210                          STATION RECOVERY (1993)
 BU2210
 BU2210'RECOVERED 1993
 BU2210'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2211 ***********************************************************************
 BU2211  PACS        -  This is a Primary Airport Control Station.
 BU2211  DESIGNATION -  AP 1970 STA B TOI
 BU2211  PID         -  BU2211
 BU2211  STATE/COUNTY-  AL/PIKE
 BU2211  USGS QUAD   -  YOUNGBLOOD (1981)
 BU2211
 BU2211                         *CURRENT SURVEY CONTROL
 BU2211  ___________________________________________________________________
 BU2211* NAD 83(1992)-  31 51 33.16386(N)    086 01 18.99952(W)     ADJUSTED  
 BU2211* NAVD 88     -       117.72   (+/-2cm)     386.2    (feet)  VERTCON   
 BU2211  ___________________________________________________________________
 BU2211  X           -     376,175.196 (meters)                     COMP
 BU2211  Y           -  -5,409,327.774 (meters)                     COMP
 BU2211  Z           -   3,347,230.145 (meters)                     COMP
 BU2211  LAPLACE CORR-           0.97  (seconds)                    DEFLEC99
 BU2211  ELLIP HEIGHT-          90.99  (meters)          (07/29/02) GPS OBS
 BU2211  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU2211
 BU2211  HORZ ORDER  -  B
 BU2211  VERT ORDER  -  THIRD ? (See Below)
 BU2211  ELLP ORDER  -  FOURTH    CLASS II
 BU2211
 BU2211.This mark is at Troy Airport (TOI)
 BU2211
 BU2211.The horizontal coordinates were established by GPS observations
 BU2211.and adjusted by the National Geodetic Survey in June 1994..
 BU2211
 BU2211.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2211.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2211
 BU2211.GPS derived orthometric heights for airport stations designated as
 BU2211.PACS or SACS are published to 2 decimal places.  This maintains
 BU2211.centimeter relative accuracy between the PACS and SACS.  It does
 BU2211.not indicate centimeter accuracy relative to other marks which are
 BU2211.part of the NAVD 88 network.
 BU2211.The vertical order pertains to the NGVD 29 superseded value.
 BU2211
 BU2211.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2211
 BU2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2211
 BU2211.The ellipsoidal height was determined by GPS observations
 BU2211.and is referenced to NAD 83.
 BU2211
 BU2211.The geoid height was determined by GEOID03.
 BU2211
 BU2211;                    North         East     Units Scale Factor Converg.
 BU2211;SPC AL E     -   150,708.842   182,151.076   MT  0.99996393   -0 05 58.4
 BU2211;UTM  16      - 3,525,247.464   592,525.476   MT  0.99970558   +0 30 58.6
 BU2211
 BU2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2211!SPC AL E     -   0.99998571  x   0.99996393  =   0.99994964
 BU2211!UTM  16      -   0.99998571  x   0.99970558  =   0.99969130
 BU2211
 BU2211                          SUPERSEDED SURVEY CONTROL
 BU2211
 BU2211  ELLIP H (06/29/94)   91.02   (m)                       GP(       ) 4 1
 BU2211  NGVD 29 (06/29/94)  117.70   (m)          386.2    (f) LEVELING    3  
 BU2211
 BU2211.Superseded values are not recommended for survey control.
 BU2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2211.See file dsdata.txt to determine how the superseded data were derived.
 BU2211
 BU2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA9252525247(NAD 83)
 BU2211_MARKER: DT = TOPOGRAPHIC STATION DISK
 BU2211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2211_SP_SET: CONCRETE POST
 BU2211_STAMPING: AP 1970 STA B TOI
 BU2211_MARK LOGO: CGS   
 BU2211_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU2211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2211+STABILITY: SURFACE MOTION
 BU2211_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2211+SATELLITE: SATELLITE OBSERVATIONS - March 22, 1993
 BU2211
 BU2211  HISTORY     - Date     Condition        Report By
 BU2211  HISTORY     - 1970     MONUMENTED       CGS
 BU2211  HISTORY     - 19891101 GOOD             NGS
 BU2211  HISTORY     - 19930322 GOOD
 BU2211
 BU2211                          STATION DESCRIPTION
 BU2211
 BU2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 BU2211'STATION IS LOCATED NORTH OF TROY, ALABAMA ON THE TROY MUNICIPAL
 BU2211'AIRPORT.  THE STATION IS LOCATED AT RUNWAY END 7.
 BU2211'THE STATION IS 169.9 FT (51.8 M) NORTH OF THE CENTERLINE END RUNWAY 7,
 BU2211'98.7 FT (30.1 M) NORTH OF THE ABANDONED RUNWAY LIGHT BASE ON THE END
 BU2211'OF THE RUNWAY, 89.1 FT (27.2 M) NORTHWEST OF THE NORTHWEST EDGE OF
 BU2211'RUNWAY 7 AND 42.9 FT (13.1 M) NORTHEAST OF RUNWAY END 7 MEASURED
 BU2211'PARALLEL TO THE RUNWAY EDGE.
 BU2211'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1970 STA B TOI
 BU2211'AND SET IN THE TOP OF AN 8 INCH CONCRETE POST FLUSH WITH THE GROUND.
 BU2211'FOR ACCESS TO THE AIRPORT AND THE STATION, CONTACT MR. TRENT CRAWFORD,
 BU2211'TROY MUNICIPAL AIRPORT, TROY, ALABAMA, 36081, TELEPHONE (205)566-3470
 BU2211'OR 8839.
 BU2211'RECOVERED AND DESCRIBED BY RALPH A. HARRELL, 22 MARCH, 1993, NATIONAL
 BU2211'OCEAN SERVICE.
 BU2211
 BU2211                          STATION RECOVERY (1989)
 BU2211
 BU2211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (GFS)
 BU2211'THE STATION IS LOCATED AT RUNWAY END 7, 176.0 FT (53.6 M) NORTHWEST OF
 BU2211'THE SECOND ABANDONED RUNWAY LIGHT BASE EAST OF RUNWAY END 7, 169.9 FT
 BU2211'(51.8 M) NORTH OF THE CENTERLINE END OF RUNWAY 7, 98.7 FT (30.1 M)
 BU2211'NORTH OF THE ABANDONED RUNWAY LIGHT BASE ON THE END OF THE RUNWAY,
 BU2211'89.1 FT (27.2 M) NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 7 AND 42.9
 BU2211'FT (13.1 M) NORTHEAST OF RUNWAY END 7 MEASURED PARALLEL TO THE RUNWAY
 BU2211'EDGE.  THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED AP 1970 STA
 BU2211'B TOI, AND SET IN THE TOP OF AN 8 INCH CONCRETE POST FLUSH WITH THE
 BU2211'GROUND.
 BU2211
 BU2211                          STATION RECOVERY (1993)
 BU2211
 BU2211'RECOVERED 1993
 BU2211'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0623 ***********************************************************************
 BU0623  DESIGNATION -  APPLE
 BU0623  PID         -  BU0623
 BU0623  STATE/COUNTY-  AL/WILCOX
 BU0623  USGS QUAD   -  PINE APPLE SOUTH (1981)
 BU0623
 BU0623                         *CURRENT SURVEY CONTROL
 BU0623  ___________________________________________________________________
 BU0623* NAD 83(1992)-  31 52 27.76081(N)    086 59 31.89471(W)     ADJUSTED  
 BU0623* NAVD 88     -       110.833  (meters)     363.62   (feet)  ADJUSTED  
 BU0623  ___________________________________________________________________
 BU0623  LAPLACE CORR-           0.25  (seconds)                    DEFLEC99
 BU0623  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BU0623  DYNAMIC HT  -         110.700 (meters)     363.19  (feet)  COMP
 BU0623  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 BU0623
 BU0623  HORZ ORDER  -  THIRD
 BU0623  VERT ORDER  -  SECOND    CLASS 0
 BU0623
 BU0623.The horizontal coordinates were established by classical geodetic methods
 BU0623.and adjusted by the National Geodetic Survey in December 1992..
 BU0623
 BU0623.The orthometric height was determined by differential leveling
 BU0623.and adjusted by the National Geodetic Survey in June 1991..
 BU0623
 BU0623.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0623
 BU0623.The geoid height was determined by GEOID03.
 BU0623
 BU0623.The dynamic height is computed by dividing the NAVD 88
 BU0623.geopotential number by the normal gravity value computed on the
 BU0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0623.degrees latitude (g = 980.6199 gals.).
 BU0623
 BU0623.The modeled gravity was interpolated from observed gravity values.
 BU0623
 BU0623;                    North         East     Units Scale Factor Converg.
 BU0623;SPC AL W     -   207,907.932   648,046.666   MT  0.99996179   +0 16 05.4
 BU0623;UTM  16      - 3,526,511.607   500,738.419   MT  0.99960001   +0 00 14.8
 BU0623
 BU0623!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0623!SPC AL W     -   0.99998692  x   0.99996179  =   0.99994871
 BU0623!UTM  16      -   0.99998692  x   0.99960001  =   0.99958694
 BU0623
 BU0623|---------------------------------------------------------------------|
 BU0623| PID    Reference Object                     Distance      Geod. Az  |
 BU0623|                                                           dddmmss.s |
 BU0623| CF9325 APPLE RM 1                           23.804 METERS 06815     |
 BU0623| BU1898 PINE APPLE MUNICIPAL TANK           331.301 METERS 08019     |
 BU0623| BU1899 AG 1                                159.407 METERS 09507     |
 BU0623| BU1902 MC WILLIAMS LOT                     APPROX.15.8 KM 1984421.2 |
 BU0623| BU1084 HUGHES                              APPROX.12.9 KM 2284637.1 |
 BU0623| CF9326 APPLE RM 2                           22.081 METERS 30857     |
 BU0623|---------------------------------------------------------------------|
 BU0623
 BU0623                          SUPERSEDED SURVEY CONTROL
 BU0623
 BU0623  NAD 83(1986)-  31 52 27.77357(N)    086 59 31.89878(W) AD(       ) 3
 BU0623  NAD 27      -  31 52 27.23100(N)    086 59 31.95800(W) AD(       ) 3
 BU0623  NGVD 29 (??/??/92)  110.806  (m)          363.54   (f) ADJ UNCH    2 0
 BU0623
 BU0623.Superseded values are not recommended for survey control.
 BU0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0623.See file dsdata.txt to determine how the superseded data were derived.
 BU0623
 BU0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA0073826512(NAD 83)
 BU0623_MARKER: DS = TRIANGULATION STATION DISK
 BU0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0623_STAMPING: APPLE 1934
 BU0623_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0623+STABILITY: SURFACE MOTION
 BU0623
 BU0623  HISTORY     - Date     Condition        Report By
 BU0623  HISTORY     - 1944     MONUMENTED       CGS
 BU0623  HISTORY     - 1951     GOOD             CGS
 BU0623  HISTORY     - 1951     GOOD             NGS
 BU0623  HISTORY     - 1973     GOOD             LOCSUR
 BU0623  HISTORY     - 1980     GOOD             NGS
 BU0623  HISTORY     - 1980     GOOD             NGS
 BU0623
 BU0623                          STATION DESCRIPTION
 BU0623
 BU0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU0623'STATION IS LOCATED IN THE W EDGE OF THE TOWN OF PINE APPLE, ON
 BU0623'THE PROPERTY OF MRS. MABEL HARPER.  THE MARK IS LOCATED 86 FEET
 BU0623'S OF THE CENTER LINE OF STATE HIGHWAY 10, 59 FEET NE OF THE NE
 BU0623'CORNER OF MRS. HARPERS HOUSE, AND 17 FEET SE OF A
 BU0623'TRIANGULAR-BLAZED 2-FOOT OAK TREE.  IT IS STAMPED APPLE 1944.
 BU0623'
 BU0623'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 BU0623'IN CONCRETE.
 BU0623'
 BU0623'REFERENCE MARK 1 IS 78.47 FEET NE OF THE STATION, 69 FEET W OF
 BU0623'THE CENTER LINE OF THE ROAD LEADING TO MRS. HARPERS HOUSE, AND
 BU0623'43 FEET S OF THE CENTER LINE OF STATE HIGHWAY 10.  IT IS STAMPED
 BU0623'APPLE NO 1 1944.
 BU0623'
 BU0623'REFERENCE MARK 2 IS 72.43 FEET NW OF THE STATION, 70 FEET N OF
 BU0623'THE N SIDE OF MRS. HARPERS HOUSE, AND 51 FEET S OF THE CENTER
 BU0623'LINE OF STATE HIGHWAY 10.  IT IS STAMPED APPLE NO 2 1944.
 BU0623'
 BU0623'NO AZIMUTH MARK WAS SET.  THE PINE APPLE MUNICIPAL WATER TANK IS
 BU0623'V.G. AND APPROXIMATELY 0.1 MILE NE OF THE STATION.
 BU0623'
 BU0623'TO REACH THE STATION FROM THE POST OFFICE IN PINE APPLE, GO
 BU0623'W ON STATE HIGHWAY 10 FOR 0.15 MILE TO A SIDE ROAD LEFT, TURN
 BU0623'LEFT AND CONTINUE FOR 0.05 MILE TO MRS. MABEL HARPERS HOUSE AND
 BU0623'THE STATION ON THE RIGHT.
 BU0623'
 BU0623'TO REACH THE PINE APPLE MUNICIPAL WATER TANK FROM THE POST OFFICE
 BU0623'IN PINE APPLE, GO NE FOR 0.15 MILE TO THE TANK ON THE LEFT.
 BU0623'
 BU0623'HEIGHT OF LIGHT ABOVE STATION MARK - 21 METERS.
 BU0623
 BU0623                          STATION RECOVERY (1951)
 BU0623
 BU0623'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CS)
 BU0623'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN 1944.
 BU0623'PRESENT DESCRIPTION ADEQUATE.
 BU0623
 BU0623                          STATION RECOVERY (1951)
 BU0623
 BU0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 BU0623'IN PINE APPLE.
 BU0623'AT PINE APPLE, ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 10 FROM THE
 BU0623'ROAD JUNCTION AND POST OFFICE, SET IN THE LAWN AT THE RESIDENCE OF MRS
 BU0623'MABLE HARPER, 86 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AT
 BU0623'CENTER OF JUNCTION OF DRIVE TO HOUSE, 65 FEET NORTHEAST OF THE
 BU0623'NORTHEAST CORNER OF HOUSE, 16 FEET SOUTHEAST OF A 20-INCH OAK TREE, 16
 BU0623'FEET WEST OF A NORTH-SOUTH FENCE LINE ALONG EAST SIDE OF HOUSE, ABOUT
 BU0623'20 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU0623'PROJECTING 2 INCHES.
 BU0623
 BU0623                          STATION RECOVERY (1973)
 BU0623
 BU0623'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (MK)
 BU0623'APPLE EXCELLENT
 BU0623'
 BU0623'RM-1 EXCELLENT
 BU0623'
 BU0623'RM-2 EXCELLENT
 BU0623
 BU0623                          STATION RECOVERY (1980)
 BU0623
 BU0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BU0623'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE WATER TANK USED AS TH
 BU0623'AZIMUTH MARK IS NOT VISABLE FROM THE STATION DUE TO TREES.  A TIE
 BU0623'WAS MADE TO ALABAMA HIGHWAY DEPARTMENT SURVEY STATION AG-1 1980
 BU0623'AT THIS TIME AND IT CAN BE USED AS AN AZIMUTH MARK.  A NEW
 BU0623'DESCRIPTION FOLLOWS--
 BU0623'
 BU0623'THE STATION IS LOCATED ON THE WEST EDGE OF THE SMALL TOWN OF
 BU0623'PINE APPLE, ALONG THE SOUTH SIDE OF STATE HIGHWAY 10, ON PROPERTY
 BU0623'OF MR. HARPER.
 BU0623'
 BU0623'TO REACH FROM PINE APPLE SCHOOL (MOORE ACADEMY), GO WEST ON
 BU0623'STATE HIGHWAY 10 FOR 0.6 MILE TO A LARGE WHITE BRICK HOUSE AND
 BU0623'STATION ON THE LEFT.
 BU0623'
 BU0623'STATION MARK IS A STANDARD DISK, STAMPED---APPLE 1944---SET IN
 BU0623'TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE SURFACE OF GRAVEL
 BU0623'DRIVEWAY.  IT IS AT THE EAST EDGE OF DRIVEWAY LEADING TO LARGE
 BU0623'WHITE BRICK HOUSE, 86 FEET SOUTH OF THE CENTER OF HIGHWAY, 64.2
 BU0623'FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF PORCH OF HOUSE,
 BU0623'54.5 FEET EAST OF EAST EDGE OF CONCRETE SIDEWALK LEADING TO HOUSE,
 BU0623'49.8 FEET SOUTH-SOUTHWEST OF POWER POLE WITH TWO GUY-WIRES, 32.3 FEET
 BU0623'WEST-NORTHWEST OF A 40 INCH OAK TREE 16.5 FEET SOUTHEAST
 BU0623'OF A 36 INCH OAK TREE.
 BU0623'
 BU0623'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED---APPLE 1944 NO
 BU0623'1---SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 4 INCHES.  IT IS
 BU0623'69.0 FEET SOUTH OF THE CENTER OF HIGHWAY, 69.5 FEET WEST OF THE
 BU0623'CENTER OF THE EAST GRAVEL DRIVEWAY, 55.4 FEET EAST OF POWER POLE
 BU0623'WITH TWO GUY WIRES, 25.8 FEET NORTHWEST OF A 24 INCH PINE TREE.
 BU0623'
 BU0623'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED---APPLE 1944 NO
 BU0623'2---SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 5 INCHES.  IT IS
 BU0623'82.7 FEET NORTH-NORTHEAST OF THE NORTHWEST CORNER OF PORCH OF
 BU0623'HOUSE, 51.0 FEET SOUTH OF THE CENTER OF HIGHWAY, 7.7 FEET
 BU0623'NORTH OF A 42 INCH OAK TREE AND 7.5 FEET WEST OF WEST EDGE OF
 BU0623'CONCRETE SIDEWALK LEADING TO HOUSE.
 BU0623'
 BU0623'AZIMUTH MARK IS AN ALABAMA HIGHWAY DEPARTMENT DISK, STAMPED---AG 1
 BU0623'1980---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BU0623'GROUND.  IT IS 74.2 FEET NORTHWEST AND ACROSS HIGHWAY FROM A
 BU0623'POWER POLE, 65.2 FEET EAST-NORTHEAST OF A SPEED-LIMIT SIGN, 33.5
 BU0623'FEET EAST OF A 32 INCH OAK TREE, 12.0 FEET WEST OF A 34 INCH OAK
 BU0623'TREE, 25.0 FEET NORTH OF THE CENTER OF HIGHWAY AND ABOUT 4 FEET
 BU0623'BELOW LEVEL OF HIGHWAY.
 BU0623'
 BU0623'TO REACH AZIMUTH MARK FROM STATION, GO EAST ON STATE HIGHWAY 10
 BU0623'FOR 0.1 MILE TO MARK ON THE LEFT.
 BU0623
 BU0623                          STATION RECOVERY (1980)
 BU0623
 BU0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BU0623'0.6 MILE WEST ALONG STATE HIGHWAY 10 FROM THE PINE APPLE SCHOOL
 BU0623'(MOORE ACADENMY), TO MARK ON LEFT IN EAST EDGE OF GRAVE DRIVEWAY TO
 BU0623'LARGE WHITE , BRICK, HOUSE, 86 FEET SOUTH OF THE CENTER OF HIGHWAY,
 BU0623'64.2 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF PORCH OF HOUSE,
 BU0623'54.5 FEET EAST OF THE EAST EDGE OF CONCRETE SIDEWALK LEADING TO
 BU0623'HOUSE, 49.8 FEET SOUTH-SOUTHWEST OF POWER POLE WITH TWO GUY-WIRES,
 BU0623'32.3 FEET WEST NORTHWEST OF A 40 INCH OAK TREE AND 16.5 FEET
 BU0623'SOUTHEAST OF A 36 INCH OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0624 ***********************************************************************
 BU0624  DESIGNATION -  APPLE RM 1
 BU0624  PID         -  BU0624
 BU0624  STATE/COUNTY-  AL/WILCOX
 BU0624  USGS QUAD   -  PINE APPLE SOUTH (1981)
 BU0624
 BU0624                         *CURRENT SURVEY CONTROL
 BU0624  ___________________________________________________________________
 BU0624* NAD 83(1986)-  31 52 27.     (N)    086 59 30.     (W)     SCALED    
 BU0624* NAVD 88     -       109.372  (meters)     358.83   (feet)  ADJUSTED  
 BU0624  ___________________________________________________________________
 BU0624  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BU0624  DYNAMIC HT  -         109.241 (meters)     358.40  (feet)  COMP
 BU0624  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 BU0624
 BU0624  VERT ORDER  -  SECOND    CLASS 0
 BU0624
 BU0624.The horizontal coordinates were scaled from a topographic map and have
 BU0624.an estimated accuracy of +/- 6 seconds.
 BU0624
 BU0624.The orthometric height was determined by differential leveling
 BU0624.and adjusted by the National Geodetic Survey in June 1991..
 BU0624
 BU0624.The geoid height was determined by GEOID03.
 BU0624
 BU0624.The dynamic height is computed by dividing the NAVD 88
 BU0624.geopotential number by the normal gravity value computed on the
 BU0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0624.degrees latitude (g = 980.6199 gals.).
 BU0624
 BU0624.The modeled gravity was interpolated from observed gravity values.
 BU0624
 BU0624;                    North         East    Units  Estimated Accuracy
 BU0624;SPC AL W     -   207,890.      648,100.      MT  (+/- 180 meters Scaled)
 BU0624
 BU0624                          SUPERSEDED SURVEY CONTROL
 BU0624
 BU0624  NGVD 29 (??/??/92)  109.345  (m)          358.74   (f) ADJ UNCH    2 0
 BU0624
 BU0624.Superseded values are not recommended for survey control.
 BU0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0624.See file dsdata.txt to determine how the superseded data were derived.
 BU0624
 BU0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA007264(NAD 83)
 BU0624_MARKER: DR = REFERENCE MARK DISK
 BU0624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0624_STAMPING: APPLE NO 1 1944
 BU0624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0624+STABILITY: SURFACE MOTION
 BU0624
 BU0624  HISTORY     - Date     Condition        Report By
 BU0624  HISTORY     - 1944     MONUMENTED       CGS
 BU0624  HISTORY     - 1951     GOOD             NGS
 BU0624
 BU0624                          STATION DESCRIPTION
 BU0624
 BU0624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0624'IN PINE APPLE.
 BU0624'AT PINE APPLE, ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 10 FROM THE
 BU0624'ROAD JUNCTION AND POST OFFICE, 48 FEET SOUTHWEST OF THE FIRST
 BU0624'TELEPHONE POLE EAST OF THE DRIVE TO MRS MABLE HARPERS RESIDENCE, 72
 BU0624'FEET EAST OF THE CENTER LINE OF DRIVE TO HOUSE, 43 FEET SOUTH OF THE
 BU0624'CENTER LINE OF THE HIGHWAY, 71 FEET WEST OF THE CENTER LINE OF A DIRT
 BU0624'ROAD SOUTH, 7 FEET NORTHWEST OF A 4-INCH OAK TREE, 78 FEET NORTHEAST
 BU0624'OF THE STATION MARK, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 BU0624'ABOUT 10 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU0624'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0625 ***********************************************************************
 BU0625  DESIGNATION -  APPLE RM 2
 BU0625  PID         -  BU0625
 BU0625  STATE/COUNTY-  AL/WILCOX
 BU0625  USGS QUAD   -  PINE APPLE SOUTH (1981)
 BU0625
 BU0625                         *CURRENT SURVEY CONTROL
 BU0625  ___________________________________________________________________
 BU0625* NAD 83(1986)-  31 52 28.     (N)    086 59 30.     (W)     SCALED    
 BU0625* NAVD 88     -       110.338  (meters)     362.00   (feet)  ADJUSTED  
 BU0625  ___________________________________________________________________
 BU0625  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BU0625  DYNAMIC HT  -         110.206 (meters)     361.57  (feet)  COMP
 BU0625  MODELED GRAV-     979,445.1   (mgal)                       NAVD 88
 BU0625
 BU0625  VERT ORDER  -  SECOND    CLASS 0
 BU0625
 BU0625.The horizontal coordinates were scaled from a topographic map and have
 BU0625.an estimated accuracy of +/- 6 seconds.
 BU0625
 BU0625.The orthometric height was determined by differential leveling
 BU0625.and adjusted by the National Geodetic Survey in June 1991..
 BU0625
 BU0625.The geoid height was determined by GEOID03.
 BU0625
 BU0625.The dynamic height is computed by dividing the NAVD 88
 BU0625.geopotential number by the normal gravity value computed on the
 BU0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0625.degrees latitude (g = 980.6199 gals.).
 BU0625
 BU0625.The modeled gravity was interpolated from observed gravity values.
 BU0625
 BU0625;                    North         East    Units  Estimated Accuracy
 BU0625;SPC AL W     -   207,920.      648,100.      MT  (+/- 180 meters Scaled)
 BU0625
 BU0625                          SUPERSEDED SURVEY CONTROL
 BU0625
 BU0625  NGVD 29 (??/??/92)  110.311  (m)          361.91   (f) ADJ UNCH    2 0
 BU0625
 BU0625.Superseded values are not recommended for survey control.
 BU0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0625.See file dsdata.txt to determine how the superseded data were derived.
 BU0625
 BU0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA007265(NAD 83)
 BU0625_MARKER: DR = REFERENCE MARK DISK
 BU0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0625_STAMPING: APPLE NO 2 1944
 BU0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0625+STABILITY: SURFACE MOTION
 BU0625
 BU0625  HISTORY     - Date     Condition        Report By
 BU0625  HISTORY     - 1944     MONUMENTED       CGS
 BU0625  HISTORY     - 1951     GOOD             NGS
 BU0625
 BU0625                          STATION DESCRIPTION
 BU0625
 BU0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0625'IN PINE APPLE.
 BU0625'AT PINE APPLE, ABOUT 0.15 MILE WEST ALONG STATE HIGHWAY 10 FROM THE
 BU0625'POST OFFICE AND ROAD JUNCTION, ALONG THE NORTH SIDE OF LAWN AT
 BU0625'RESIDENCE OF MRS. MABLE HARPER, 7 1/2 FEET WEST OF THE WEST EDGE OF
 BU0625'CONCRETE WALK TO HOUSE, 51 FEET SOUTH OF THE CENTER LINE OF THE
 BU0625'HIGHWAY, 16 FEET WEST OF A TELEPHONE POLE, 9 FEET NORTH OF A 6-INCH
 BU0625'OAK TREE, 72 1/2 FEET NORTHWEST OF THE STATION MARK, ABOUT 18 FEET
 BU0625'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BU0625'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1920 ***********************************************************************
 BU1920  DESIGNATION -  APPLETON
 BU1920  PID         -  BU1920
 BU1920  STATE/COUNTY-  AL/ESCAMBIA
 BU1920  USGS QUAD   -  BREWTON NORTH (1986)
 BU1920
 BU1920                         *CURRENT SURVEY CONTROL
 BU1920  ___________________________________________________________________
 BU1920* NAD 83(1992)-  31 13 40.83017(N)    087 07 27.21330(W)     ADJUSTED  
 BU1920* NAVD 88     -        77.27   (+/-2cm)     253.5    (feet)  VERTCON   
 BU1920  ___________________________________________________________________
 BU1920  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 BU1920  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BU1920
 BU1920  HORZ ORDER  -  SECOND
 BU1920  VERT ORDER  -  THIRD ? (See Below)
 BU1920
 BU1920.The horizontal coordinates were established by classical geodetic methods
 BU1920.and adjusted by the National Geodetic Survey in December 1992..
 BU1920
 BU1920.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1920.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1920.The vertical order pertains to the NGVD 29 superseded value.
 BU1920
 BU1920.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1920
 BU1920.The geoid height was determined by GEOID03.
 BU1920
 BU1920;                    North         East     Units Scale Factor Converg.
 BU1920;SPC AL W     -   136,192.329   635,800.086   MT  0.99994914   +0 11 41.4
 BU1920;UTM  16      - 3,454,878.086   488,168.948   MT  0.99960173   -0 03 51.9
 BU1920
 BU1920!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1920!SPC AL W     -   0.99999223  x   0.99994914  =   0.99994137
 BU1920!UTM  16      -   0.99999223  x   0.99960173  =   0.99959396
 BU1920
 BU1920|---------------------------------------------------------------------|
 BU1920| PID    Reference Object                     Distance      Geod. Az  |
 BU1920|                                                           dddmmss.s |
 BU1920| CF9330 APPLETON RM 3                        19.055 METERS 04459     |
 BU1920| CF9328 APPLETON RM 1                        34.241 METERS 13128     |
 BU1920| CF9327 APPLETON AZ MK                                     1541537.5 |
 BU1920| BU1927 WALLACE LOT                         APPROX. 6.6 KM 2740622.1 |
 BU1920| CF9331 APPLETON RM 4                        25.103 METERS 31333     |
 BU1920| CF9329 APPLETON RM 2                        33.275 METERS 31446     |
 BU1920| BU1930 APPLETON AZ MK 2                    312.331 METERS 31610     |
 BU1920|---------------------------------------------------------------------|
 BU1920
 BU1920                          SUPERSEDED SURVEY CONTROL
 BU1920
 BU1920  NAD 83(1986)-  31 13 40.84265(N)    087 07 27.21750(W) AD(       ) 2
 BU1920  NAD 27      -  31 13 40.21400(N)    087 07 27.30900(W) AD(       ) 2
 BU1920  NGVD 29 (07/19/86)   77.28   (m)          253.5    (f) LEVELING    3  
 BU1920
 BU1920.Superseded values are not recommended for survey control.
 BU1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1920.See file dsdata.txt to determine how the superseded data were derived.
 BU1920
 BU1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8816954878(NAD 83)
 BU1920_MARKER: DS = TRIANGULATION STATION DISK
 BU1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1920_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU1920
 BU1920  HISTORY     - Date     Condition        Report By
 BU1920  HISTORY     - 1944     MONUMENTED       CGS
 BU1920  HISTORY     - 1978     GOOD             NGS
 BU1920
 BU1920                          STATION DESCRIPTION
 BU1920
 BU1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1920'STATION IS LOCATED ABOUT 7.5 MILES SW OF THE VILLAGE OF
 BU1920'CASTLEBERRY, 0.5 MILE NW OF THE APPLETON CROSS ROAD AND STORE.
 BU1920'IT IS ON THE SUMMIT OF A GRADE, 37 FEET SW OF THE CENTER LINE OF
 BU1920'A GRAVELED ROAD, 33 FEET NE OF A FENCELINE, AND 6 FEET NE OF A
 BU1920'WOODEN WITNESS POST.  IT IS STAMPED APPLETON 1944 AND PROJECTS
 BU1920'ABOUT 3 INCHES.
 BU1920'
 BU1920'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1920'DISKS SET IN CONCRETE.
 BU1920'
 BU1920'REFERENCE MARK 1 IS 112.34 FEET SE OF THE STATION, 33 FEET NE
 BU1920'OF A FENCELINE, AND 31 FEET SW OF THE CENTER LINE OF THE
 BU1920'GRAVELED ROAD.  IT IS STAMPED APPLETON NO 1 1944 AND PROJECTS ABOUT
 BU1920'3 INCHES.
 BU1920'
 BU1920'REFERENCE MARK 2 IS 109.17 FEET NW OF THE STATION, 40 FEET NE
 BU1920'OF THE FENCELINE, AND 35 FEET SW OF THE CENTER LINE OF THE
 BU1920'GRAVELED ROAD.  IT IS STAMPED APPLETON NO 2 1944 AND PROJECTS ABOUT
 BU1920'3 INCHES.  THE MARK IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 BU1920'STATION MARK.
 BU1920'
 BU1920'AZIMUTH MARK IS SE OF THE STATION.  IT IS DIRECTLY E ACROSS THE
 BU1920'ROAD FROM A SMALL FARMHOUSE THAT IS PAINTED WHITE.  IT IS 23
 BU1920'FEET E OF THE CENTER LINE OF THE GRAVELED ROAD AND 2.6 FEET N OF
 BU1920'A WOODEN POST.  IT IS STAMPED APPLETON 1944 AND PROJECTS
 BU1920'ABOUT 3 INCHES.
 BU1920'
 BU1920'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE TOWN OF
 BU1920'CASTLEBERRY, GO S ON U.S. HIGHWAY 31 FOR 6.0 MILES TO A T-ROAD
 BU1920'RIGHT AND A SIGN WHICH READS WATER GROUND.  HERE TURN RIGHT
 BU1920'AND GO 3.7 MILES TO THE APPLETON CROSS ROAD AND STORE, HERE
 BU1920'TURN RIGHT AND GO 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BU1920'CONTINUE ON NNW TO THE SUMMIT OF THE GRADE AND THE STATION
 BU1920'ON THE LEFT.
 BU1920'
 BU1920'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BU1920
 BU1920                          STATION RECOVERY (1978)
 BU1920
 BU1920'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (GLN)
 BU1920'THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE NO. 1 AND
 BU1920'THE AZIMUTH MARK WERE FOUND DESTROYED.  REFERENCE MARK NO. 2 WAS FOUND
 BU1920'LEANING ABOUT 45 DEGREES TO THE NORTH.  NEW REFERENCE MARKS NO. 3 AND
 BU1920'NO. 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED AT THIS DATE.  A NEW
 BU1920'DESCRIPTION FOLLOWS--
 BU1920'
 BU1920'STATION IS LOCATED 7.5 MILES SOUTHWEST OF CASTLEBERRY, 8.5 MILES
 BU1920'NORTHWEST OF BREWTON AND 0.5 MILE NORTHWEST OF THE APPLETON CROSSROAD.
 BU1920'
 BU1920'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 29, 31 AND STATE
 BU1920'HIGHWAY 41 IN BREWTON, GO NORTHEAST AND NORTH ON HIGHWAY 31 FOR 1.2
 BU1920'MILES TO COUNTY ROUTE 49, TURN LEFT AND GO NORTHWEST ON ROUTE 49 FOR
 BU1920'8.3 MILES TO COUNTY ROUTE 40 ON THE RIGHT, CONTINUE NORTH WEST ON
 BU1920'ROUTE 49 FOR 0.5 MILE TO TOP OF GRADE AND STATION ON THE LEFT.
 BU1920'
 BU1920'STATION MARK IS A STANDARD DISK STAMPED---APPLETON 1944---SET IN TOP
 BU1920'OF A SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT IS 87 FEET WEST
 BU1920'SOUTHWEST OF A DOUBLE TRUNKED WATER OAK TREE, 52 FEET SOUTHEAST OF
 BU1920'POWER POLE WITH GUY WIRE, 33 FEET SOUTHWEST OF ROAD, 2 FEET SOUTHWEST
 BU1920'OF FENCELINE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BU1920'
 BU1920'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---APPLETON 1944
 BU1920'NO 3 1978---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BU1920'GROUND.  IT IS 45 FEET WEST OF DOUBLE TRUNKED TREE, 30 FEET NORTHEAST
 BU1920'OF THE CENTER OF ROAD, 1.5 FEET NORTHEAST OF FENCELINE AND 1.3 FEET
 BU1920'SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BU1920'
 BU1920'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED---APPLETON 1944
 BU1920'NO. 4 1978---SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 BU1920'GROUND.  IT IS 35.5 FEET SOUTHWEST OF THE CENTER OF ROAD, 5 FEET
 BU1920'SOUTHWEST OF FENCELINE AND 1.5 FEET NORTHEAST OF POWER POLE WITH
 BU1920'GUY WIRE.
 BU1920'
 BU1920'AZIMUTH MARK IS A STANDARD DISK, STAMPED---APPLETON 1944
 BU1920'1978---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BU1920'GROUND.  IT IS 52 FEET NORTH-NORTHWEST OF A 36 INCH OAK TREE, 28.5
 BU1920'FEET WEST-SOUTHWEST OF THE CENTER OF ROAD 2 FEET NORTH-NORTHEAST OF
 BU1920'FENCELINE, 2 FEET SOUTHEAST OF A POWER POLE AND 1 FOOT SOUTHEAST OF A
 BU1920'METAL WITNESS POST AND SIGN.
 BU1920'
 BU1920'TO REACH AZIMUTH MARK FROM STATION, GO NORTHWEST ON COUNTY ROUTE 49
 BU1920'FOR 0.2 MILE TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1432 ***********************************************************************
 BV1432  DESIGNATION -  AQUILLA
 BV1432  PID         -  BV1432
 BV1432  STATE/COUNTY-  AL/CHOCTAW
 BV1432  USGS QUAD   -  AQUILLA (1974)
 BV1432
 BV1432                         *CURRENT SURVEY CONTROL
 BV1432  ___________________________________________________________________
 BV1432* NAD 83(1992)-  31 44 40.92774(N)    088 23 58.82522(W)     ADJUSTED  
 BV1432* NAVD 88     -       130.     (meters)     427.     (feet)  SCALED    
 BV1432  ___________________________________________________________________
 BV1432  LAPLACE CORR-          -1.46  (seconds)                    DEFLEC99
 BV1432  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BV1432
 BV1432  HORZ ORDER  -  SECOND
 BV1432
 BV1432.The horizontal coordinates were established by classical geodetic methods
 BV1432.and adjusted by the National Geodetic Survey in May 1994..
 BV1432
 BV1432.The orthometric height was scaled from a topographic map.
 BV1432
 BV1432.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1432
 BV1432.The geoid height was determined by GEOID03.
 BV1432
 BV1432;                    North         East     Units Scale Factor Converg.
 BV1432;SPC AL W     -   193,769.685   514,756.402   MT  1.00002292   -0 28 24.2
 BV1432;SPC MS E     -   248,923.934   341,089.122   MT  0.99997081   +0 13 41.4
 BV1432;SPC MS E     -   816,677.94  1,119,056.56   sFT  0.99997081   +0 13 41.4
 BV1432;UTM  16      - 3,512,990.531   367,422.398   MT  0.99981678   -0 44 11.5
 BV1432
 BV1432!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1432!SPC AL W     -   0.99998386  x   1.00002292  =   1.00000678
 BV1432!SPC MS E     -   0.99998386  x   0.99997081  =   0.99995467
 BV1432!UTM  16      -   0.99998386  x   0.99981678  =   0.99980064
 BV1432
 BV1432:                Primary Azimuth Mark                     Grid Az
 BV1432:SPC AL W     -  ATT MICROWAVE STA KIN 47 TOWER           005 38 10.7
 BV1432:SPC MS E     -  ATT MICROWAVE STA KIN 47 TOWER           004 56 05.1
 BV1432:UTM  16      -  ATT MICROWAVE STA KIN 47 TOWER           005 53 58.0
 BV1432
 BV1432|---------------------------------------------------------------------|
 BV1432| PID    Reference Object                     Distance      Geod. Az  |
 BV1432|                                                           dddmmss.s |
 BV1432| BV1433 ATT MICROWAVE STA KIN 47 TOWER      APPROX. 0.6 KM 0050946.5 |
 BV1432| CF9332 AQUILLA AZ MK                                      0053343.9 |
 BV1432| CF9333 AQUILLA RM 1                         24.733 METERS 02610     |
 BV1432| CF9334 AQUILLA RM 2                         24.965 METERS 11546     |
 BV1432| BV1430 AQUILLA LOOKOUT TOWER                43.220 METERS 20107     |
 BV1432|---------------------------------------------------------------------|
 BV1432
 BV1432                          SUPERSEDED SURVEY CONTROL
 BV1432
 BV1432  NAD 83(1992)-  31 44 40.93157(N)    088 23 58.82541(W) AD(       ) 2
 BV1432  NAD 83(1986)-  31 44 40.94280(N)    088 23 58.82768(W) AD(       ) 2
 BV1432  NAD 27      -  31 44 40.37400(N)    088 23 58.74600(W) AD(       ) 2
 BV1432
 BV1432.Superseded values are not recommended for survey control.
 BV1432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1432.See file dsdata.txt to determine how the superseded data were derived.
 BV1432
 BV1432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6742212991(NAD 83)
 BV1432_MARKER: DS = TRIANGULATION STATION DISK
 BV1432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1432
 BV1432  HISTORY     - Date     Condition        Report By
 BV1432  HISTORY     - 1956     MONUMENTED       CGS
 BV1432  HISTORY     - 1963     GOOD             ALHD
 BV1432
 BV1432                          STATION DESCRIPTION
 BV1432
 BV1432'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1432'THE STATION IS ABOUT 9 MILES NORTH NORTHWEST OF MILLRY, 4 MILES WEST
 BV1432'SOUTHWEST OF SILAS, 2 MILES NORTH OF THE COMMUNITY OF AQUILLA AT
 BV1432'THE SITE OF THE AQUILLA LOOKOUT TOWER AND IS ON STATE PROPERTY. IT
 BV1432'IS 65 FEET EAST OF THE CENTER OF A WOODS ROAD, 56 FEET WEST OF A
 BV1432'FENCE LINE AND 3 FEET NORTHWEST OF A WHITE WITNESS POST. THE MARK
 BV1432'PROJECTS 4 INCHES AND THE DISK IS STAMPED AQUILLA 1956.
 BV1432'
 BV1432'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 BV1432'CHOCTAW COUNTY HIGHWAY NO. 6 AT THE NORTH EDGE OF SILAS, GO WEST
 BV1432'ON HIGHWAY 6 FOR 4.85 MILES TO A SIDE ROAD LEFT AND A CATTLE GUARD.
 BV1432'TURN LEFT CROSSING CATTLE GUARD AND GO SOUTHERLY ON SAND ROAD FOR
 BV1432'1.7 MILES TO A GATE AND DRIVEWAY ON THE LEFT*. CONTINUE SOUTHERLY
 BV1432'ON SAND ROAD FOR 0.35 MILE TO A CROSSROAD AND A WOODS DRIVEWAY
 BV1432'NORTH.  TURN SHARP LEFT AND GO NORTH ON WOODS DRIVEWAY FOR 0.05 MILE
 BV1432'TO THE AQUILLA LOOKOUT TOWER AND THE STATION AS DESCRIBED.
 BV1432'
 BV1432'TO REACH THE AZIMUTH MARK FROM THIS POINT*, PASS THROUGH GATE AND GO
 BV1432'EASTERLY ON GRAVELED DRIVEWAY FOR 0.05 MILE TO MICROWAVE RELAY
 BV1432'STATION KIN 47 TOWER AND THE AZIMUTH MARK.
 BV1432'
 BV1432'REFERENCE MARK 1 IS 8 FEET EAST OF THE CENTER OF A TRACK ROAD AND
 BV1432'1 FOOT WEST OF THE FENCE LINE. THE MARK PROJECTS 4 INCHES AND THE
 BV1432'DISK IS STAMPED AQUILLA NO 1 1956.
 BV1432'
 BV1432'REFERENCE MARK 2 IS 7 FEET EAST OF THE CENTER OF THE TRACK ROAD AND
 BV1432'1 FOOT WEST OF THE FENCE LINE. THE MARK PROJECTS 4 INCHES AND THE
 BV1432'DISK IS STAMPED AQUILLA NO 2 1956.
 BV1432'
 BV1432'THE AZIMUTH MARK IS 32 FEET NORTHEAST OF THE SOUTHEAST CORNER OF A
 BV1432'CONCRETE BLOCK BUILDING, 19 FEET WEST OF A FENCE CORNER, 16 FEET
 BV1432'SOUTHWEST OF THE SOUTHEAST LEG OF THE MICROWAVE RELAY STATION K1N
 BV1432'47 TOWER AND 1 FOOT SOUTH OF THE FENCE AROUND THE TOWER. THE MARK
 BV1432'PROJECTS 4 INCHES AND THE DISK IS STAMPED AQUILLA 1956.
 BV1432
 BV1432                          STATION RECOVERY (1963)
 BV1432
 BV1432'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1963
 BV1432'THE ORIGINAL DESCRIPTION AS WRITTEN BY J.A. NELSON IN 1956 IS
 BV1432'ADEQUATE FOR THE RECOVERY OF THIS STATION. THE ONLY ADDITIONAL
 BV1432'INFORMATION THAT WOULD BE HELPFUL IN RECOVERING THE STATION IS THAT
 BV1432'METAL WITNESS POSTS AND SIGNS HAVE BEEN PLACED NEARBY THE STATION
 BV1432'AND BOTH REFERENCE MARKS. THE STATION IS 3 FEET NORTHWEST OF A METAL
 BV1432'WITNESS POST, REFERENCE MARK 1 IS 1.4 FEET EAST OF METAL
 BV1432'WITNESS POST, REFERENCE MARK 2 IS 1.5 FEET EAST OF A METAL
 BV1432'WITNESS POST.  THE AZIMUTH MARK WAS NOT WITNESSED BY A METAL
 BV1432'POST AND SIGN DUE TO BEING LOCATED AT SUCH A PROMINENT STRUCTURE
 BV1432'AS THE MICROWAVE RELAY STATION MENTIONED IN THE ORIGINAL
 BV1432'DESCRIPTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1430 ***********************************************************************
 BV1430  DESIGNATION -  AQUILLA LOOKOUT TOWER
 BV1430  PID         -  BV1430
 BV1430  STATE/COUNTY-  AL/CHOCTAW
 BV1430  USGS QUAD   -  AQUILLA (1974)
 BV1430
 BV1430                         *CURRENT SURVEY CONTROL
 BV1430  ___________________________________________________________________
 BV1430* NAD 83(1992)-  31 44 39.61880(N)    088 23 59.41698(W)     ADJUSTED  
 BV1430* NAVD 88     -                                                        
 BV1430  ___________________________________________________________________
 BV1430  LAPLACE CORR-          -1.47  (seconds)                    DEFLEC99
 BV1430  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BV1430
 BV1430  HORZ ORDER  -  THIRD
 BV1430
 BV1430.The horizontal coordinates were established by classical geodetic methods
 BV1430.and adjusted by the National Geodetic Survey in May 1994..
 BV1430
 BV1430
 BV1430.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1430
 BV1430.The geoid height was determined by GEOID03.
 BV1430
 BV1430;                    North         East     Units Scale Factor Converg.
 BV1430;SPC AL W     -   193,729.498   514,740.494   MT  1.00002295   -0 28 24.5
 BV1430;SPC MS E     -   248,883.558   341,073.708   MT  0.99997080   +0 13 41.1
 BV1430;SPC MS E     -   816,545.47  1,119,005.99   sFT  0.99997080   +0 13 41.1
 BV1430;UTM  16      - 3,512,950.426   367,406.309   MT  0.99981683   -0 44 11.8
 BV1430
 BV1430                          SUPERSEDED SURVEY CONTROL
 BV1430
 BV1430  NAD 83(1992)-  31 44 39.62264(N)    088 23 59.41718(W) AD(       ) 4
 BV1430  NAD 83(1986)-  31 44 39.63387(N)    088 23 59.41944(W) AD(       ) 4
 BV1430  NAD 27      -  31 44 39.06500(N)    088 23 59.33800(W) AD(       ) 3
 BV1430
 BV1430.Superseded values are not recommended for survey control.
 BV1430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1430.See file dsdata.txt to determine how the superseded data were derived.
 BV1430
 BV1430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6740612950(NAD 83)
 BV1430_MARKER: 57 = LOOKOUT TOWER
 BV1430
 BV1430  HISTORY     - Date     Condition        Report By
 BV1430  HISTORY     - 1956     FIRST OBSERVED   CGS
 BV1430
 BV1430                          STATION DESCRIPTION
 BV1430
 BV1430'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1430'THE STATION IS ABOUT 9 MILES NORTH NORTHWEST OF MILLRY, 4 MILES WEST
 BV1430'SOUTHWEST OF SILAS AND 2 MILES NORTH OF THE COMMUNITY OF AQUILLA. IT
 BV1430'IS A FOUR LEGGED STEEL STRUCTURE ABOUT 115 FEET HIGH WITH A GLASSED
 BV1430'IN OBSERVING PLATFORM ATOP.
 BV1430'
 BV1430'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION AQUILLA.  THE
 BV1430'POINT MEASURED TO WAS THE CENTER OF THE BASE OF THE TOWER. THE POINT
 BV1430'OBSERVED UPON WAS THE CENTER OF THE TOP. THE DISTANCE IS 141.8
 BV1430'FEET, 43.22 METERS.
 BV1430'
 BV1430'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 BV1430'CHOCTAW COUNTY HIGHWAY NO. 6 AT THE NORTH EDGE OF SILAS, GO WEST ON
 BV1430'HIGHWAY 6 FOR 4.85 MILES TO A SIDE ROAD LEFT AND A CATTLE GUARD.
 BV1430'TURN LEFT CROSSING CATTLE GUARD AND GO SOUTHERLY ON SAND ROAD FOR
 BV1430'2.05 MILES TO A CROSSROAD AND A WOODS DRIVEWAY NORTH. TURN SHARP
 BV1430'LEFT AND GO NORTH ON WOODS DRIVEWAY FOR 0.05 MILE TO THE
 BV1430'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2180 ***********************************************************************
 BT2180  DESIGNATION -  ARCUS
 BT2180  PID         -  BT2180
 BT2180  STATE/COUNTY-  AL/COFFEE
 BT2180  USGS QUAD   -  VICTORIA (1981)
 BT2180
 BT2180                         *CURRENT SURVEY CONTROL
 BT2180  ___________________________________________________________________
 BT2180* NAD 83(1992)-  31 30 54.53030(N)    085 58 48.44356(W)     ADJUSTED  
 BT2180* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 BT2180  ___________________________________________________________________
 BT2180  LAPLACE CORR-           1.34  (seconds)                    DEFLEC99
 BT2180  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BT2180
 BT2180  HORZ ORDER  -  FIRST
 BT2180
 BT2180.The horizontal coordinates were established by classical geodetic methods
 BT2180.and adjusted by the National Geodetic Survey in December 1992..
 BT2180
 BT2180.The orthometric height was scaled from a topographic map.
 BT2180
 BT2180.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2180
 BT2180.The geoid height was determined by GEOID03.
 BT2180
 BT2180;                    North         East     Units Scale Factor Converg.
 BT2180;SPC AL E     -   112,553.818   186,057.420   MT  0.99996240   -0 04 36.2
 BT2180;UTM  16      - 3,487,146.032   596,838.626   MT  0.99971566   +0 31 59.4
 BT2180
 BT2180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2180!SPC AL E     -   0.99998186  x   0.99996240  =   0.99994426
 BT2180!UTM  16      -   0.99998186  x   0.99971566  =   0.99969753
 BT2180
 BT2180:                Primary Azimuth Mark                     Grid Az
 BT2180:SPC AL E     -  ARCUS AZ MK                              091 35 58.4
 BT2180:UTM  16      -  ARCUS AZ MK                              090 59 22.8
 BT2180
 BT2180|---------------------------------------------------------------------|
 BT2180| PID    Reference Object                     Distance      Geod. Az  |
 BT2180|                                                           dddmmss.s |
 BT2180| BT1284 ARCUS AZ MK                                        0913122.2 |
 BT2180| BT2150 NEW BROCKTON LOT 2                  APPROX.13.9 KM 1113132.8 |
 BT2180| CY8034 ARCUS RM 2                           26.090 METERS 17234     |
 BT2180| CY8033 ARCUS RM 1                           24.138 METERS 24116     |
 BT2180|---------------------------------------------------------------------|
 BT2180
 BT2180                          SUPERSEDED SURVEY CONTROL
 BT2180
 BT2180  NAD 83(1986)-  31 30 54.54201(N)    085 58 48.44445(W) AD(       ) 1
 BT2180  NAD 27      -  31 30 53.95100(N)    085 58 48.64000(W) AD(       ) 1
 BT2180
 BT2180.Superseded values are not recommended for survey control.
 BT2180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2180.See file dsdata.txt to determine how the superseded data were derived.
 BT2180
 BT2180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9683987146(NAD 83)
 BT2180_MARKER: DS = TRIANGULATION STATION DISK
 BT2180_SETTING: 0 = UNSPECIFIED SETTING
 BT2180
 BT2180  HISTORY     - Date     Condition        Report By
 BT2180  HISTORY     - 1943     MONUMENTED       CGS
 BT2180  HISTORY     - 1944     GOOD             CGS
 BT2180  HISTORY     - 1960     GOOD             AMS
 BT2180  HISTORY     - 1965     GOOD             AMS
 BT2180
 BT2180                          STATION DESCRIPTION
 BT2180
 BT2180'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2180'STATION IS LOCATED ON A BARE-TOPPED HILL 0.5 MILE W OF THE
 BT2180'VICTORIA-ELBA ROAD, AND ABOUT 3 MILES SW OF VICTORIA.  IT IS
 BT2180'LOCATED ON THE HIGHEST PART OF THE HILL.  IT IS STAMPED ARCUS
 BT2180'1943 AND PROJECTS ABOUT 8 INCHES ABOVE GROUND.
 BT2180'
 BT2180'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2180'DISKS SET IN CONCRETE.
 BT2180'
 BT2180'REFERENCE MARK 1 IS NE OF THE STATION.  IT IS STAMPED ARCUS NO 1
 BT2180'1943 AND PROJECTS ABOUT 6 INCHES.
 BT2180'
 BT2180'REFERENCE MARK 2 IS SSE OF THE STATION.  IT IS STAMPED ARCUS
 BT2180'NO 2 1943 AND PROJECTS ABOUT 6 INCHES.
 BT2180'
 BT2180'AZIMUTH MARK IS E OF THE STATION.  IT IS ON THE SE SIDE OF
 BT2180'THE ROAD, ABOUT 35 FEET NW OF A BARN, AND 45 FEET SE OF THE
 BT2180'CENTER LINE OF A ROAD.  IT IS STAMPED ARCUS 1943 AND PROJECTS
 BT2180'ABOUT 6 INCHES.
 BT2180'
 BT2180'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE THE ROUTE TO
 BT2180'THE STATION LEAVES THE MAIN HIGHWAY, RETURN TOWARDS VICTORIA
 BT2180'(N) FOR 0.55 MILE TO A FARMHOUSE ON THE RIGHT AND THE AZIMUTH
 BT2180'MARK ON THE RIGHT.
 BT2180'
 BT2180'TO REACH THE STATION FROM VICTORIA, GO SW ON ELBA ROAD FOR
 BT2180'3 MILES TO A WHITE HOUSE ON THE RIGHT.  TURN RIGHT ABOUT 30
 BT2180'YARDS N OF THE HOUSE AND FOLLOW ALONG THE S SIDE OF A FENCE
 BT2180'FOR ABOUT 60 YARDS.  HERE THE ROAD TURNS RIGHT AT THE CORNER OF
 BT2180'A FIELD.  TURN RIGHT FOLLOWING THE ROAD FOR ABOUT 25 YARDS TO
 BT2180'A GATE.  PASS THROUGH GATE AND FOLLOW OLD ROAD WHICH TURNS TO
 BT2180'THE LEFT AWAY FROM THE STATION FOR ABOUT 0.25 MILE.  HERE TURN
 BT2180'RIGHT ONTO THE CREST OF RIDGE AND PICK WAY E ALONG TOP OF
 BT2180'RIDGE FOR ABOUT 0.25 MILE TO THE STATION.
 BT2180'
 BT2180'A 100-FOOT LIGHT AT REEVES IS VISIBLE FROM THE GROUND.
 BT2180'
 BT2180'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT ROETON.
 BT2180'
 BT2180'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT MIXONS.
 BT2180'
 BT2180'A 37-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT WESLEY.
 BT2180'
 BT2180'A 37-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT SHILOW.
 BT2180'
 BT2180'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BT2180
 BT2180                          STATION RECOVERY (1944)
 BT2180
 BT2180'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 BT2180'STATION WAS RECOVERED EXACTLY AS DESCRIBED IN 1943.  A WOODEN
 BT2180'WITNESS POST WAS PLACED 1 FOOT S OF THE AZIMUTH MARK.
 BT2180
 BT2180                          STATION RECOVERY (1960)
 BT2180
 BT2180'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 BT2180'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BT2180
 BT2180                          STATION RECOVERY (1965)
 BT2180
 BT2180'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (WOK)
 BT2180'STATION, R.M. 1 AND R.M. 2, AZIMUTH MARK FOUND IN GOOD CONDITION
 BT2180'
 BT2180'THE AZIMUTH MARK IS A USC AND GS AZIMUTH MARK DISK SET IN THE
 BT2180'TOP OF A 12 IN X 12 IN CONCRETE MONUMENT WHICH PROJECTS 0.6
 BT2180'FOOT ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED- ARCUS
 BT2180'1943
 BT2180'
 BT2180'IT IS LOCATED 49 FEET SOUTHEAST OF THE CENTERLINE OF HIGHWAY
 BT2180'NO. 125, 43.3 FEET NORTHWEST OF THE WALL OF A BARN, 87 FEET
 BT2180'WEST OF THE NORTHWEST CORNER OF A HOUSE, 15 FEET WEST-SOUTHWEST
 BT2180'OF THE CENTERLINE OF A DRIVEWAY, 59 FEET WEST OF A 12-INCH
 BT2180'PECAN TREE, 25.9 FEET NORTHWEST OF THE CENTER OF A STEEL, GATE
 BT2180'POST WHICH IS SET IN CONCRETE.
 BT2180'
 BT2180'TO REACH FROM THE CROSSROADS AT VICTORIA, COFFEE CO., ALA.,
 BT2180'PROCEED SOUTHWEST ON ALABAMA STATE ROUTE NO. 125 FOR 2.3 MILES
 BT2180'TO THE STA. SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1284 ***********************************************************************
 BT1284  DESIGNATION -  ARCUS AZ MK
 BT1284  PID         -  BT1284
 BT1284  STATE/COUNTY-  AL/COFFEE
 BT1284  USGS QUAD   -  VICTORIA (1981)
 BT1284
 BT1284                         *CURRENT SURVEY CONTROL
 BT1284  ___________________________________________________________________
 BT1284* NAD 83(1986)-  31 30 52.     (N)    085 58 26.     (W)     SCALED    
 BT1284* NAVD 88     -       130.393  (meters)     427.80   (feet)  ADJUSTED  
 BT1284  ___________________________________________________________________
 BT1284  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BT1284  DYNAMIC HT  -         130.236 (meters)     427.28  (feet)  COMP
 BT1284  MODELED GRAV-     979,434.3   (mgal)                       NAVD 88
 BT1284
 BT1284  VERT ORDER  -  SECOND    CLASS 0
 BT1284
 BT1284.The horizontal coordinates were scaled from a topographic map and have
 BT1284.an estimated accuracy of +/- 6 seconds.
 BT1284
 BT1284.The orthometric height was determined by differential leveling
 BT1284.and adjusted by the National Geodetic Survey in June 1991..
 BT1284
 BT1284.The geoid height was determined by GEOID03.
 BT1284
 BT1284.The dynamic height is computed by dividing the NAVD 88
 BT1284.geopotential number by the normal gravity value computed on the
 BT1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1284.degrees latitude (g = 980.6199 gals.).
 BT1284
 BT1284.The modeled gravity was interpolated from observed gravity values.
 BT1284
 BT1284;                    North         East    Units  Estimated Accuracy
 BT1284;SPC AL E     -   112,480.      186,650.      MT  (+/- 180 meters Scaled)
 BT1284
 BT1284                          SUPERSEDED SURVEY CONTROL
 BT1284
 BT1284  NGVD 29 (??/??/92)  130.414  (m)          427.87   (f) ADJ UNCH    2 0
 BT1284
 BT1284.Superseded values are not recommended for survey control.
 BT1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1284.See file dsdata.txt to determine how the superseded data were derived.
 BT1284
 BT1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV974870(NAD 83)
 BT1284_MARKER: DZ = AZIMUTH MARK DISK
 BT1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1284_STAMPING: ARCUS 1943
 BT1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1284+STABILITY: SURFACE MOTION
 BT1284
 BT1284  HISTORY     - Date     Condition        Report By
 BT1284  HISTORY     - 1943     MONUMENTED       CGS
 BT1284
 BT1284                          STATION DESCRIPTION
 BT1284
 BT1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT1284'9.8 MI NE FROM ELBA.
 BT1284'9.8 MILES NORTHEAST OF THE POST OFFICE AT ELBA, ALONG GRADED
 BT1284'COUNTY ROAD, 49 FEET SOUTH OF THE CENTER-LINE OF THE GRADED
 BT1284'ROAD, 88 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 BT1284'FARM HOUSE, 9 FEET NORTH OF A WIRE FENCE, 1 FOOT NORTH OF
 BT1284'REFERENCE POST, AZIMUTH DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0945 ***********************************************************************
 BT0945  DESIGNATION -  ARMSTRONG
 BT0945  PID         -  BT0945
 BT0945  STATE/COUNTY-  AL/HENRY
 BT0945  USGS QUAD   -  HALEBURG (1979)
 BT0945
 BT0945                         *CURRENT SURVEY CONTROL
 BT0945  ___________________________________________________________________
 BT0945* NAD 83(1986)-  31 24 52.     (N)    085 14 06.     (W)     SCALED    
 BT0945* NAVD 88     -       126.041  (meters)     413.52   (feet)  ADJUSTED  
 BT0945  ___________________________________________________________________
 BT0945  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BT0945  DYNAMIC HT  -         125.889 (meters)     413.02  (feet)  COMP
 BT0945  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 BT0945
 BT0945  VERT ORDER  -  SECOND    CLASS 0
 BT0945
 BT0945.The horizontal coordinates were scaled from a topographic map and have
 BT0945.an estimated accuracy of +/- 6 seconds.
 BT0945
 BT0945.The orthometric height was determined by differential leveling
 BT0945.and adjusted by the National Geodetic Survey in June 1991..
 BT0945
 BT0945.The geoid height was determined by GEOID03.
 BT0945
 BT0945.The dynamic height is computed by dividing the NAVD 88
 BT0945.geopotential number by the normal gravity value computed on the
 BT0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0945.degrees latitude (g = 980.6199 gals.).
 BT0945
 BT0945.The modeled gravity was interpolated from observed gravity values.
 BT0945
 BT0945;                    North         East    Units  Estimated Accuracy
 BT0945;SPC AL E     -   101,530.      256,890.      MT  (+/- 180 meters Scaled)
 BT0945
 BT0945                          SUPERSEDED SURVEY CONTROL
 BT0945
 BT0945  NGVD 29 (??/??/92)  126.108  (m)          413.74   (f) ADJ UNCH    2 0
 BT0945
 BT0945.Superseded values are not recommended for survey control.
 BT0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0945.See file dsdata.txt to determine how the superseded data were derived.
 BT0945
 BT0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV677768(NAD 83)
 BT0945_MARKER: DS = TRIANGULATION STATION DISK
 BT0945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0945_STAMPING: ARMSTRONG 1943
 BT0945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0945+STABILITY: SURFACE MOTION
 BT0945
 BT0945  HISTORY     - Date     Condition        Report By
 BT0945  HISTORY     - 1943     MONUMENTED       CGS
 BT0945  HISTORY     - 1953     GOOD             CGS
 BT0945  HISTORY     - 1953     GOOD             NGS
 BT0945  HISTORY     - 1975     GOOD             THOMAS
 BT0945  HISTORY     - 1976     GOOD             NGS
 BT0945
 BT0945                          STATION DESCRIPTION
 BT0945
 BT0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT0945'THE STATION IS LOCATED 1.4 MILES BY ROAD E BY N OF THE SETTLEMENT
 BT0945'OF TRUMBLETON, IN THE SE CORNER OF A CULTIVATED FIELD, ON THE N
 BT0945'SIDE OF THE MACADAM ROAD LEADING TO COLUMBIA.  IT IS ON LAND OWNED
 BT0945'BY WHITNEY ARMSTRONG OF HEADLAND, 47 FEET N OF THE CENTER OF THE
 BT0945'ROAD AND 31 FEET W OF THE CENTER OF A GRAVEL SIDE ROAD N.  IT IS
 BT0945'STAMPED ARMSTRONG 1943 AND IS 18 INCHES BELOW THE SURFACE OF THE
 BT0945'GROUND.
 BT0945'
 BT0945'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BT0945'SET IN CONCRETE.
 BT0945'
 BT0945'REFERENCE MARK NO. 1 IS NE OF THE STATION, 36 FEET N OF THE CENTER OF
 BT0945'MACADAM ROAD AND 81 FEET E OF THE CENTER OF THE GRAVEL SIDE ROAD N.
 BT0945'IT IS STAMPED ARMSTRONG NO. 1 1943 AND PROJECTS 6 INCHES.
 BT0945'
 BT0945'REFERENCE MARK NO. 2 IS S BY E OF THE STATION, 37 FEET S OF THE
 BT0945'CENTER OF THE MACADAM ROAD, STAMPED ARMSTRONG NO. 2 1943 AND
 BT0945'PROJECTS 6 INCHES.
 BT0945'
 BT0945'THE AZIMUTH MARK IS 0.5 MILE SW OF THE STATION, 33 FEET NE OF THE
 BT0945'CENTER OF THE MACADAM ROAD, STAMPED ARMSTRONG 1943 AND PROJECTS
 BT0945'6 INCHES.
 BT0945'
 BT0945'TO REACH THE STATION FROM THE DEPOT IN HEADLAND GO NORTHERLY ON
 BT0945'U.S. HIGHWAY 241 TOWARDS EUFAULA FOR 6.5 MILES TO A FORKS AT
 BT0945'TRUMBLETON.  TAKE THE RIGHT FORK (MACADAM) FOR 0.1 MILE TO A CROSS
 BT0945'ROAD, CONTINUE STRAIGHT AHEAD ON THE MACADAM ROAD FOR 1.3 MILES
 BT0945'TO A GRAVEL SIDE ROAD LEFT AND THE STATION.
 BT0945'
 BT0945'AN 87-FOOT LIGHT AT NEWVILLE IS VISIBLE FROM THE GROUND.
 BT0945'
 BT0945'AN 87-FOOT LIGHT AT CAPPS IS VISIBLE FROM THE GROUND.
 BT0945'
 BT0945'AN 87-FOOT LIGHT AT SAUNDERS IS VISIBLE FROM THE GROUND.
 BT0945'
 BT0945'A 100-FOOT LIGHT AT JONES IS VISIBLE FROM THE GROUND.
 BT0945'
 BT0945'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT VAN.
 BT0945'
 BT0945'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BT0945
 BT0945                          STATION RECOVERY (1953)
 BT0945
 BT0945'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS)
 BT0945'STATION IS ABOUT 1.45 MI. NE OF THE VILLAGE OF TUMBLETON, AT THE
 BT0945'JUNCTION OF A BLACK-TOP ROAD AND A GRADED ROAD LEADING NW, 47-1/2
 BT0945'FT. NW OF THE CENTERLINE OF THE BLACK-TOP ROAD, 29 FT. SW OF THE
 BT0945'CENTERLINE OF THE ROAD NW, 75 FT. SW AND ACROSS THE ROAD NW OF A
 BT0945'POWER POLE, ABOUT LEVEL WITH THE ROADS, AND IN THE TOP OF A
 BT0945'CONCRETE POST ABOUT 18 IN. UNDERGROUND.  STAMPED ARMSTRONG 1943.
 BT0945'
 BT0945'REFERENCE MARK 1 IS 106.91 FT. (32.587 M.) NE OF THE STATION MARK,
 BT0945'37 FT. NW OF THE CENTERLINE OF A BLACK-TOP ROAD, 78 FT. NE OF THE
 BT0945'CENTERLINE OF A GRADED ROAD NW, 33-1/2 FT. E OF A POWER POLE,
 BT0945'ABOUT LEVEL WITH THE ROAD, AND IN THE TOP OF A CONCRETE POST
 BT0945'PROJECTING 2 IN. STAMPED ARMSTRONG NO 1 1943.
 BT0945'
 BT0945'REFERENCE MARK 2 IS 92.56 FT. (28.212 M.) S-SE OF THE STATION MARK,
 BT0945'37-1/2 FT. SE OF THE CENTERLINE OF THE BLACK-TOP ROAD, 62 FT. SW
 BT0945'OF THE EXTENDED CENTERLINE OF A GRADED ROAD NW, ABOUT LEVEL WITH
 BT0945'THE ROAD, IN THE TOP OF A CONCRETE POST PROJECTING 6 IN., AND
 BT0945'STAMPED ARMSTRONG NO 2 1943.
 BT0945'
 BT0945'AZIMUTH MARK IS ABOUT 0.5 MI. SW OF THE STATION MARK, IN THE SE
 BT0945'EDGE OF A CULTIVATED FIELD, 31-1/2 FT. NW OF THE CENTERLINE OF THE
 BT0945'BLACK-TOP ROAD, 110 YARDS. NE OF THE CENTER OF A DRIVE SE TO A
 BT0945'FARMHOUSE, 2 FT. NW OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 BT0945'WITH THE ROAD, IN THE TOP OF A CONCRETE POST PROJECTING 5 IN.,
 BT0945'AND STAMPED ARMSTRONG 1943.
 BT0945'
 BT0945'TO REACH THE STATION FROM TUMBLETON, PROCEED FOR ABOUT 0.95 MI. NE
 BT0945'ALONG A BLACK-TOP ROAD LEADING TO BROWN CROSSROAD FROM ITS JUNCTION
 BT0945'WITH U.S. HIGHWAY 241 TO THE AZIMUTH MARK ON THE LEFT, CONTINUE
 BT0945'FOR ABOUT 0.5 MI. NE ALONG THE BLACK-TOP ROAD TO THE JUNCTION OF
 BT0945'A GRADED ROAD LEADING NW AND THE STATION MARK ON THE LEFT.
 BT0945'
 BT0945'BOTH REFERENCE MARK 1 AND THE AZIMUTH MARK WERE FOUND PUSHED OVER
 BT0945'BY ROAD EQUIPMENT OR FARMING OPERATIONS.  THEY WERE OF NO VALUE AS
 BT0945'THEY WERE, SO THEY WERE STRAIGHTENED UP BY OUR BENCH-MARK PARTY,
 BT0945'AND CONCRETE WAS ADDED TO THEIR BASES TO IMPROVE THEIR STABILITY.
 BT0945'THE AZIMUTH MARK APPEARED TO HAVE BEEN PUSHED OVER DIRECTLY ON
 BT0945'LINE WITH THE STATION AND WAS MOVED BACK IN THE OPPOSITE
 BT0945'DIRECTION.  IT SEEMS UNLIKELY THAT THIS DISTURBED ITS VALUE AS AN
 BT0945'AZIMUTH VERY MUCH, BUT THIS IS ONLY A GUESS.
 BT0945
 BT0945                          STATION RECOVERY (1953)
 BT0945
 BT0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 BT0945'1.4 MI NE FROM TUMBLETON.
 BT0945'ABOUT 1.45 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 BT0945'BROWN CROSSROAD FROM THE JUNCTION OF U.S. HIGHWAY 241 AT TUMBLETON,
 BT0945'AT THE JUNCTION OF A ROAD NORTHWEST, 47 1/2 FEET NORTHWEST
 BT0945'OF CENTER LINE OF ROAD, 29 FEET SOUTHWEST OF CENTER LINE OF ROAD
 BT0945'NORTHWEST, 92.5 FEET NORTH-NORTHWEST OF RM NO. 2, 106.9 FEET
 BT0945'SOUTHWEST OF RM NO. 1, 75 FEET SOUTHWEST AND ACROSS ROAD NORTHWEST
 BT0945'FROM A POWER POLE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 BT0945'OF A CONCRETE POST ABOUT 18 INCHES UNDERGROUND.
 BT0945
 BT0945                          STATION RECOVERY (1975)
 BT0945
 BT0945'RECOVERY NOTE BY THOMAS ENG AND SURV 1975 (HBW)
 BT0945'ARMSTRONG 1943 UNDISTURBED - DEPTH NOW 12 IN
 BT0945'
 BT0945'ARMSTRONG NO. 1 1943 KNOCKED BY GRADER, NOW EXTENDS 12 IN PLUS
 BT0945'OR MINUS
 BT0945'
 BT0945'ARMSTRONG NO. 2 1943 POST FOUND OVERTURNED AND BROKEN, NO DISC.
 BT0945'
 BT0945'(AZ MK) ARMSTRONG 1943 NOT FOUND, DITCH GRADED 24 IN TO 30 IN
 BT0945'DEEP AT LOCATION
 BT0945'
 BT0945'HEADLAND ALABAMA WATER SERVICE TANK (QUAD 310852, STA 1032) AND
 BT0945'HEADLAND HOME FERTILIZER AND COTTON OIL CO TANK (QUAD 310852, STA
 BT0945'1033) ARE VISIBLE FROM THE GROUND (VG) AND MAY BE USED AS AZIMUTH
 BT0945'MARKS.
 BT0945
 BT0945                          STATION RECOVERY (1976)
 BT0945
 BT0945'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BT0945'THE STATION WAS VISITED 11-19-76 AND THE STATION MARK WAS
 BT0945'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO 1 AND THE AZIMUTH
 BT0945'MARK WERE FOUND DISTURBED AND REFERENCE MARK NO 2 WAS NOT FOUND
 BT0945'AND PRESUMED DESTROYED.  NEW REFERENCE MARKS NO 3 AND NO 4 WERE
 BT0945'ESTABLISHED AT THIS TIME.  A NEW AZIMUTH MARK WAS NOT ESTABLISHED
 BT0945'AS THERE ARE TWO WATER TANKS WITH POSITIONS ON THEM VISIBLE FROM
 BT0945'THE STATION AND SHOULD REMAIN SO FOR MANY YEARS.  REFERENCE
 BT0945'MARK NO 1 AND THE AZIMUTH MARK DISK WERE RECLAIMED AT THIS
 BT0945'DATE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 BT0945'
 BT0945'THE STATION IS LOCATED ABOUT 7.8 MILES NORTHEAST OF HEADLAND, 1.4
 BT0945'MILES NORTHEAST OF TUMBLETON IN NORTHWEST QUADRANT OF A T-ROAD
 BT0945'INTERSECTION.
 BT0945'
 BT0945'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 431 AND COUNTY ROAD
 BT0945'26 IN TUMBLETON GO NORTHEAST ON COUNTY ROAD 26 FOR 1.2 MILES TO
 BT0945'A PAVED SIDE ROAD ON LEFT AND STATION.
 BT0945'
 BT0945'THE STATION MARK IS A U.S. GEOLOGICAL SURVEY DISK SET IN TOP OF
 BT0945'A CONCRETE POST 12 INCHES BELOW THE SURFACE OF GROUND AND STAMPED
 BT0945'ARMSTRONG 1943.  IT IS 50 FEET NORTH OF THE CENTER OF COUNTY ROAD
 BT0945'26, 20.5 FEET WEST OF THE CENTER OF PAVED ROAD LEADING NORTH, 82
 BT0945'FEET WEST OF A POWER POLE, 124.3 FEET NORTHWEST OF A GUY-POLE AND
 BT0945'UNDERGROUND CABLE PEDISTAL P 24 AND 1.4 FEET EAST OF A METAL
 BT0945'WITNESS POST AND SIGN.
 BT0945'
 BT0945'REFERENCE MARK NO 3 IS A STANDARD NATIONAL GEODETIC REFERENCE
 BT0945'MARK DISK, STAMPED ARMSTRONG 1943 NO 3 1976 SET IN TOP OF A ROUND
 BT0945'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 46.7 FEET NORTH OF THE
 BT0945'CENTER OF COUNTY ROAD 26, 61 FEET EAST OF THE CENTER OF PAVED ROAD
 BT0945'LEADING NORTH, 87.3 FEET NORTH OF A GUY POLE AND UNDERGROUND
 BT0945'CABLE BOX P 24, 2.2 FEET WEST OF POWER POLE AND 1.5 FEET SOUTH
 BT0945'OF METAL WITNESS POST AND SIGN.
 BT0945'
 BT0945'REFERENCE MARK NO 4 IS A STANDARD NATIONAL GEODETIC SURVEY
 BT0945'REFERENCE MARK DISK, STAMPED ARMSTRONG 1943 NO 4 1976 SET IN TOP
 BT0945'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 148 FEET
 BT0945'NORTH OF THE CENTER OF COUNTY ROAD 26, 19.4 FEET WEST OF THE
 BT0945'CENTER OF PAVED ROAD LEADING NORTH, 123.5 FEET NORTHWEST OF POWER
 BT0945'POLE AND 1.3 FEET EAST OF METAL WITNESS POST AND SIGN.
 BT0945'
 BT0945'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BT0945'7.8 MILES NORTHEAST OF HEADLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0943 ***********************************************************************
 BT0943  DESIGNATION -  ARMSTRONG AZ MK
 BT0943  PID         -  BT0943
 BT0943  STATE/COUNTY-  AL/HENRY
 BT0943  USGS QUAD   -  HALEBURG (1979)
 BT0943
 BT0943                         *CURRENT SURVEY CONTROL
 BT0943  ___________________________________________________________________
 BT0943* NAD 83(1986)-  31 24 41.     (N)    085 14 34.     (W)     SCALED    
 BT0943* NAVD 88     -       123.007  (meters)     403.57   (feet)  ADJUSTED  
 BT0943  ___________________________________________________________________
 BT0943  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BT0943  DYNAMIC HT  -         122.858 (meters)     403.08  (feet)  COMP
 BT0943  MODELED GRAV-     979,426.7   (mgal)                       NAVD 88
 BT0943
 BT0943  VERT ORDER  -  SECOND    CLASS 0
 BT0943
 BT0943.The horizontal coordinates were scaled from a topographic map and have
 BT0943.an estimated accuracy of +/- 6 seconds.
 BT0943
 BT0943.The orthometric height was determined by differential leveling
 BT0943.and adjusted by the National Geodetic Survey in June 1991..
 BT0943
 BT0943.The geoid height was determined by GEOID03.
 BT0943
 BT0943.The dynamic height is computed by dividing the NAVD 88
 BT0943.geopotential number by the normal gravity value computed on the
 BT0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0943.degrees latitude (g = 980.6199 gals.).
 BT0943
 BT0943.The modeled gravity was interpolated from observed gravity values.
 BT0943
 BT0943;                    North         East    Units  Estimated Accuracy
 BT0943;SPC AL E     -   101,190.      256,160.      MT  (+/- 180 meters Scaled)
 BT0943
 BT0943                          SUPERSEDED SURVEY CONTROL
 BT0943
 BT0943  NGVD 29 (??/??/92)  123.074  (m)          403.79   (f) ADJ UNCH    2 0
 BT0943
 BT0943.Superseded values are not recommended for survey control.
 BT0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0943.See file dsdata.txt to determine how the superseded data were derived.
 BT0943
 BT0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV670765(NAD 83)
 BT0943_MARKER: DB = BENCH MARK DISK
 BT0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0943_STAMPING: ARMSTRONG 1943
 BT0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0943+STABILITY: SURFACE MOTION
 BT0943
 BT0943  HISTORY     - Date     Condition        Report By
 BT0943  HISTORY     - 1943     MONUMENTED       CGS
 BT0943  HISTORY     - 1953     GOOD             NGS
 BT0943
 BT0943                          STATION DESCRIPTION
 BT0943
 BT0943'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BT0943'1 MI NE FROM TUMBLETON.
 BT0943'ABOUT 0.95 MILE NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 BT0943'BROWN CROSSROAD FROM THE JUNCTION OF U.S. HIGHWAY 241 AT TUMBLETON,
 BT0943'ABOUT 0.5 MILE SOUTHWEST OF THE JUNCTION OF A ROAD NORTHWEST,
 BT0943'IN THE SOUTHEAST EDGE OF A CULTIVATED FIELD, 31 1/2 FEET NORTHWEST
 BT0943'OF CENTER LINE OF ROAD, 110 YARDS NORTHEAST OF CENTER OF A DRIVE
 BT0943'SOUTHEAST TO A FARM HOUSE, 2 FEET NORTHWEST OF A WHITE WOODEN
 BT0943'WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 BT0943'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2402 ***********************************************************************
 BT2402  DESIGNATION -  ARMSTRONG AZ MK 2
 BT2402  PID         -  BT2402
 BT2402  STATE/COUNTY-  AL/HENRY
 BT2402  USGS QUAD   -  HALEBURG (1979)
 BT2402
 BT2402                         *CURRENT SURVEY CONTROL
 BT2402  ___________________________________________________________________
 BT2402* NAD 83(1992)-  31 24 42.07132(N)    085 14 33.69665(W)     ADJUSTED  
 BT2402* NAVD 88     -       123.04   (meters)     403.7    (feet)  LEVELING  
 BT2402  ___________________________________________________________________
 BT2402  X           -     451,866.638 (meters)                     COMP
 BT2402  Y           -  -5,429,653.918 (meters)                     COMP
 BT2402  Z           -   3,304,984.232 (meters)                     COMP
 BT2402  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 BT2402  ELLIP HEIGHT-          96.28  (meters)          (07/29/02) GPS OBS
 BT2402  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BT2402
 BT2402  HORZ ORDER  -  FIRST
 BT2402  VERT ORDER  -  THIRD ?
 BT2402  ELLP ORDER  -  FOURTH    CLASS I
 BT2402
 BT2402.The horizontal coordinates were established by GPS observations
 BT2402.and adjusted by the National Geodetic Survey in December 1992..
 BT2402
 BT2402.The orthometric height was determined by differential leveling.
 BT2402.The vertical network tie was performed by a horz. field party for horz.
 BT2402.obs reductions. Reset procedures were used to establish the elevation.
 BT2402
 BT2402.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2402
 BT2402.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2402
 BT2402.The ellipsoidal height was determined by GPS observations
 BT2402.and is referenced to NAD 83.
 BT2402
 BT2402.The geoid height was determined by GEOID03.
 BT2402
 BT2402;                    North         East     Units Scale Factor Converg.
 BT2402;SPC AL E     -   101,224.343   256,163.041   MT  0.99999889   +0 18 28.2
 BT2402;UTM  16      - 3,476,564.013   667,050.131   MT  0.99994420   +0 54 57.9
 BT2402
 BT2402!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2402!SPC AL E     -   0.99998488  x   0.99999889  =   0.99998377
 BT2402!UTM  16      -   0.99998488  x   0.99994420  =   0.99992908
 BT2402
 BT2402:                Primary Azimuth Mark                     Grid Az
 BT2402:SPC AL E     -  ARMSTRONG RESET                          066 18 08.6
 BT2402:UTM  16      -  ARMSTRONG RESET                          065 41 38.9
 BT2402
 BT2402|---------------------------------------------------------------------|
 BT2402| PID    Reference Object                     Distance      Geod. Az  |
 BT2402|                                                           dddmmss.s |
 BT2402| BT2440 ARMSTRONG RESET                     APPROX. 0.8 KM 0663636.8 |
 BT2402|---------------------------------------------------------------------|
 BT2402
 BT2402                          SUPERSEDED SURVEY CONTROL
 BT2402
 BT2402  NAD 83(1986)-  31 24 42.07736(N)    085 14 33.69616(W) AD(       ) 1
 BT2402  NGVD 29 (12/04/92)  123.1    (m)          404.     (f) GPS OBS        
 BT2402
 BT2402.Superseded values are not recommended for survey control.
 BT2402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2402.See file dsdata.txt to determine how the superseded data were derived.
 BT2402
 BT2402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6705076564(NAD 83)
 BT2402_MARKER: DZ = AZIMUTH MARK DISK
 BT2402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2402_SP_SET: CONCRETE POST
 BT2402_STAMPING: ARMSTRONG 1943
 BT2402_MARK LOGO: CGS   
 BT2402_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2402+STABILITY: SURFACE MOTION
 BT2402_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2402+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1991
 BT2402
 BT2402  HISTORY     - Date     Condition        Report By
 BT2402  HISTORY     - UNK      MONUMENTED
 BT2402  HISTORY     - 19910612 GOOD             ALHD
 BT2402
 BT2402                          STATION DESCRIPTION
 BT2402
 BT2402'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2402'THE STATION IS LOCATED IN HENRY COUNTY ON THE NORTH RIGHT OF WAY OF
 BT2402'HENRY COUNTY ROAD NO. 26, ABOUT 7.25 MI (11.67 KM) NORTHEAST OF
 BT2402'HEADLAND AND ABOUT 11.00 MI (17.70 KM) SOUTH-SOUTHEAST OF ABBEVILLE.
 BT2402'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND HENRY COUNTY
 BT2402'ROAD NO. 99 (MILE POST 26.35 ON U. S. 431) AT A TRAFFIC LIGHT IN
 BT2402'HEADLAND, DRIVE NORTHEAST ON HENRY COUNTY ROAD NO. 99 FOR 5.30 MI
 BT2402'(8.53 KM) TO HENRY COUNTY ROAD NO. 26 ON THE RIGHT IN TUMBLETON, BEAR
 BT2402'RIGHT ON HENRY COUNTY ROAD NO. 26 AND DRIVE NORTHEAST FOR 1.00 MI
 BT2402'(1.61 KM) TO THE STATION ON THE LEFT.
 BT2402'THE STATION IS 31.8 FT (9.7 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 BT2402'HENRY COUNTY ROAD NO. 26, 42.2 FT (12.9 M) WEST-SOUTHWEST OF A
 BT2402'TRANSFORMER POWER POLE, 76.5 FT (23.3 M) NORTHWEST OF THE WEST GATE
 BT2402'POST IN THE CHAIN LINK FENCE AROUND A WATER TANK ACROSS HENRY COUNTY
 BT2402'ROAD NO. 26, 76.7 FT (23.4 M) NORTHWEST OF A POWER SERVICE POLE
 BT2402'ACROSS HENRY COUNTY ROAD NO. 26, 84.6 FT (25.8 M) NORTH-NORTHEAST OF
 BT2402'THE NORTHWEST CORNER OF A CHAIN LINK FENCE AROUND A WATER TANK ACROSS
 BT2402'HENRY COUNTY ROAD NO. 26, 85.7 FT (26.1 M) NORTHWEST OF TELEPHONE
 BT2402'CABLE PEDESTAL NO. P 17 ACROSS HENRY COUNTY ROAD NO. 26, 87.0 FT
 BT2402'(26.5 M) NORTHWEST OF A POWER METER POLE ACROSS HENRY COUNTY ROAD NO.
 BT2402'26, 0.9 FT (0.3 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST AND
 BT2402'SET FLUSH WITH THE GROUND.
 BT2402'TRIANGULATION STATION ARMSTRONG 1943 MAY BE USED AS AN AZIMUTH FOR
 BT2402'THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2440 ***********************************************************************
 BT2440  DESIGNATION -  ARMSTRONG RESET
 BT2440  PID         -  BT2440
 BT2440  STATE/COUNTY-  AL/HENRY
 BT2440  USGS QUAD   -  HALEBURG (1979)
 BT2440
 BT2440                         *CURRENT SURVEY CONTROL
 BT2440  ___________________________________________________________________
 BT2440* NAD 83(1992)-  31 24 52.27681(N)    085 14 06.18183(W)     ADJUSTED  
 BT2440* NAVD 88     -       125.97   (meters)     413.3    (feet)  LEVELING  
 BT2440  ___________________________________________________________________
 BT2440  X           -     452,577.525 (meters)                     COMP
 BT2440  Y           -  -5,429,432.823 (meters)                     COMP
 BT2440  Z           -   3,305,254.014 (meters)                     COMP
 BT2440  LAPLACE CORR-          -0.89  (seconds)                    DEFLEC99
 BT2440  ELLIP HEIGHT-          99.21  (meters)          (07/29/02) GPS OBS
 BT2440  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BT2440
 BT2440  HORZ ORDER  -  FIRST
 BT2440  VERT ORDER  -  THIRD ?
 BT2440  ELLP ORDER  -  FOURTH    CLASS I
 BT2440
 BT2440.The horizontal coordinates were established by GPS observations
 BT2440.and adjusted by the National Geodetic Survey in December 1992..
 BT2440
 BT2440.The orthometric height was determined by differential leveling.
 BT2440.The vertical network tie was performed by a horz. field party for horz.
 BT2440.obs reductions. Reset procedures were used to establish the elevation.
 BT2440
 BT2440.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2440
 BT2440.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2440
 BT2440.The ellipsoidal height was determined by GPS observations
 BT2440.and is referenced to NAD 83.
 BT2440
 BT2440.The geoid height was determined by GEOID03.
 BT2440
 BT2440;                    North         East     Units Scale Factor Converg.
 BT2440;SPC AL E     -   101,542.588   256,888.104   MT  0.99999990   +0 18 42.7
 BT2440;UTM  16      - 3,476,889.920   667,771.736   MT  0.99994718   +0 55 12.5
 BT2440
 BT2440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2440!SPC AL E     -   0.99998442  x   0.99999990  =   0.99998432
 BT2440!UTM  16      -   0.99998442  x   0.99994718  =   0.99993160
 BT2440
 BT2440|---------------------------------------------------------------------|
 BT2440| PID    Reference Object                     Distance      Geod. Az  |
 BT2440|                                                           dddmmss.s |
 BT2440| CY8037 ARMSTRONG RM 3                       24.328 METERS 06616     |
 BT2440| BT0946 ARMSTRONG RM 1                       32.583 METERS 07104     |
 BT2440| BT0944 ARMSTRONG RM 2                       28.218 METERS 17646     |
 BT2440| BT2116 HEADLAND ALA WATER SERV TANK        APPROX.12.6 KM 2362926.3 |
 BT2440| BT2115 HEADLAND HOME FERTILIZER TANK       APPROX.12.1 KM 2364946.6 |
 BT2440| BT2402 ARMSTRONG AZ MK 2                   APPROX. 0.8 KM 2463651.1 |
 BT2440| BT0943 ARMSTRONG AZ MK                                    2463956.1 |
 BT2440| BT2112 NEWVILLE MUNICIPAL TANK             APPROX. 9.8 KM 2743218.0 |
 BT2440| CY8038 ARMSTRONG RM 4                       30.035 METERS 34033     |
 BT2440|---------------------------------------------------------------------|
 BT2440
 BT2440                          SUPERSEDED SURVEY CONTROL
 BT2440
 BT2440  NAD 83(1992)-  31 24 52.28183(N)    085 14 06.10433(W) AD(       ) 2
 BT2440  NAD 83(1986)-  31 24 52.28283(N)    085 14 06.18130(W) AD(       ) 1
 BT2440  NAD 83(1986)-  31 24 52.28919(N)    085 14 06.10563(W) AD(       ) 2
 BT2440  NAD 27      -  31 24 51.67000(N)    085 14 06.34800(W) AD(       ) 2
 BT2440  NGVD 29 (12/04/92)  126.0    (m)          413.     (f) GPS OBS        
 BT2440
 BT2440.Superseded values are not recommended for survey control.
 BT2440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2440.See file dsdata.txt to determine how the superseded data were derived.
 BT2440
 BT2440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6777276890(NAD 83)
 BT2440_MARKER: DD = SURVEY DISK
 BT2440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2440_SP_SET: CONCRETE POST
 BT2440_STAMPING: ARMSTRONG 1943
 BT2440_MARK LOGO: CGS   
 BT2440_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BT2440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2440+STABILITY: SURFACE MOTION
 BT2440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2440+SATELLITE: SATELLITE OBSERVATIONS - June 12, 1991
 BT2440
 BT2440  HISTORY     - Date     Condition        Report By
 BT2440  HISTORY     - UNK      MONUMENTED
 BT2440  HISTORY     - 19910612 GOOD             ALHD
 BT2440
 BT2440                          STATION DESCRIPTION
 BT2440
 BT2440'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2440'THE STATION WAS RECOVERED IN GOOD CONDITION.  I BELIEVE THE STATION
 BT2440'WAS RESET BY THE USGS IN 1976.  THE DISK IS ONLY STAMPED WITH THE
 BT2440'STATION NAME.  A NEW DESCRIPTION FOLLOWS.
 BT2440'THE STATION IS LOCATED IN HENRY COUNTY ON THE WEST RIGHT OF WAY OF A
 BT2440'HENRY COUNTY PAVED ROAD, ABOUT 7.75 MI (12.47 KM) NORTHEAST OF
 BT2440'HEADLAND AND ABOUT 10.80 MI (17.38 KM) SOUTH-SOUTHEAST OF ABBEVILLE.
 BT2440'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND HENRY COUNTY
 BT2440'ROAD NO. 99 (MILE POST 26.35 ON U.S. 431) AT A TRAFFIC LIGHT IN
 BT2440'HEADLAND, DRIVE NORTHEAST ON HENRY COUNTY ROAD NO. 99 FOR 5.30 MI
 BT2440'(8.53 KM) TO HENRY COUNTY ROAD NO. 26 ON THE RIGHT IN TUMBLETON, BEAR
 BT2440'RIGHT ON HENRY COUNTY ROAD NO. 26 AND DRIVE NORTHEAST FOR 1.45 MI
 BT2440'(2.33 KM) TO A PAVED COUNTY ROAD AND THE STATION ON THE LEFT.
 BT2440'THE STATION IS 5.9 FT (1.8 M) WEST-SOUTHWEST OF A STOP SIGN, 19.2 FT
 BT2440'(5.9 M) WEST-SOUTHWEST OF THE CENTERLINE OF THE PAVED COUNTY ROAD
 BT2440'LEADING NORTH, 50.6 FT (15.4 M) NORTH-NORTHWEST OF THE CENTERLINE OF
 BT2440'HENRY COUNTY ROAD NO. 26, 52.5 FT (16.0 M) NORTHWEST OF THE CENTER OF
 BT2440'THE INTERSECTION, 80.0 FT (24.4 M) WEST-SOUTHWEST OF A METAL WITNESS
 BT2440'POST AT R M NO. 3, 82.1 FT (25.0 M) WEST-SOUTHWEST OF A POWER POLE,
 BT2440'99.5 FT (30.3 M) SOUTH-SOUTHEAST OF A CARSONITE WITNESS POST AT R M
 BT2440'NO. 4, 5.6 FT (1.7 M) WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND
 BT2440'IS A U.S. GEOLOGICAL SURVEY DISK SET 1.0 FT (0.3 M) UNDERGROUND.
 BT2440'ARMSTRONG AZ MK 1943 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0946 ***********************************************************************
 BT0946  DESIGNATION -  ARMSTRONG RM 1
 BT0946  PID         -  BT0946
 BT0946  STATE/COUNTY-  AL/HENRY
 BT0946  USGS QUAD   -  HALEBURG (1979)
 BT0946
 BT0946                         *CURRENT SURVEY CONTROL
 BT0946  ___________________________________________________________________
 BT0946* NAD 83(1986)-  31 24 53.     (N)    085 14 05.     (W)     SCALED    
 BT0946* NAVD 88     -       126.404  (meters)     414.71   (feet)  ADJUSTED  
 BT0946  ___________________________________________________________________
 BT0946  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BT0946  DYNAMIC HT  -         126.252 (meters)     414.21  (feet)  COMP
 BT0946  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 BT0946
 BT0946  VERT ORDER  -  SECOND    CLASS 0
 BT0946
 BT0946.The horizontal coordinates were scaled from a topographic map and have
 BT0946.an estimated accuracy of +/- 6 seconds.
 BT0946
 BT0946.The orthometric height was determined by differential leveling
 BT0946.and adjusted by the National Geodetic Survey in June 1991..
 BT0946
 BT0946.The geoid height was determined by GEOID03.
 BT0946
 BT0946.The dynamic height is computed by dividing the NAVD 88
 BT0946.geopotential number by the normal gravity value computed on the
 BT0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0946.degrees latitude (g = 980.6199 gals.).
 BT0946
 BT0946.The modeled gravity was interpolated from observed gravity values.
 BT0946
 BT0946;                    North         East    Units  Estimated Accuracy
 BT0946;SPC AL E     -   101,570.      256,920.      MT  (+/- 180 meters Scaled)
 BT0946
 BT0946                          SUPERSEDED SURVEY CONTROL
 BT0946
 BT0946  NGVD 29 (??/??/92)  126.471  (m)          414.93   (f) ADJ UNCH    2 0
 BT0946
 BT0946.Superseded values are not recommended for survey control.
 BT0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0946.See file dsdata.txt to determine how the superseded data were derived.
 BT0946
 BT0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV678769(NAD 83)
 BT0946_MARKER: DR = REFERENCE MARK DISK
 BT0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0946_STAMPING: ARMSTRONG NO 1 1943
 BT0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0946+STABILITY: SURFACE MOTION
 BT0946
 BT0946  HISTORY     - Date     Condition        Report By
 BT0946  HISTORY     - 1943     MONUMENTED       CGS
 BT0946  HISTORY     - 1953     GOOD             NGS
 BT0946
 BT0946                          STATION DESCRIPTION
 BT0946
 BT0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BT0946'1.4 MI NE FROM TUMBLETON.
 BT0946'ABOUT 1.45 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 BT0946'BROWN CROSSROAD FROM THE JUNCTION OF U.S. HIGHWAY 241 AT TUMBLETON,
 BT0946'AT THE JUNCTION OF A ROAD NORTHWEST, 37 FEET NORTHWEST OF CENTER
 BT0946'LINE OF BLACK TOP ROAD, 78 FEET NORTHEAST OF CENTER LINE OF GRADED
 BT0946'ROAD NORTHWEST, 33 1/2 FEET EAST OF A POWER POLE, 160 FEET
 BT0946'NORTH-NORTHEAST AND ACROSS ROAD FROM RM NO. 2, ABOUT LEVEL WITH
 BT0946'ROAD AND SET IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0944 ***********************************************************************
 BT0944  DESIGNATION -  ARMSTRONG RM 2
 BT0944  PID         -  BT0944
 BT0944  STATE/COUNTY-  AL/HENRY
 BT0944  USGS QUAD   -  HALEBURG (1979)
 BT0944
 BT0944                         *CURRENT SURVEY CONTROL
 BT0944  ___________________________________________________________________
 BT0944* NAD 83(1986)-  31 24 51.     (N)    085 14 05.     (W)     SCALED    
 BT0944* NAVD 88     -       126.702  (meters)     415.69   (feet)  ADJUSTED  
 BT0944  ___________________________________________________________________
 BT0944  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BT0944  DYNAMIC HT  -         126.549 (meters)     415.19  (feet)  COMP
 BT0944  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 BT0944
 BT0944  VERT ORDER  -  SECOND    CLASS 0
 BT0944
 BT0944.The horizontal coordinates were scaled from a topographic map and have
 BT0944.an estimated accuracy of +/- 6 seconds.
 BT0944
 BT0944.The orthometric height was determined by differential leveling
 BT0944.and adjusted by the National Geodetic Survey in June 1991..
 BT0944
 BT0944.The geoid height was determined by GEOID03.
 BT0944
 BT0944.The dynamic height is computed by dividing the NAVD 88
 BT0944.geopotential number by the normal gravity value computed on the
 BT0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0944.degrees latitude (g = 980.6199 gals.).
 BT0944
 BT0944.The modeled gravity was interpolated from observed gravity values.
 BT0944
 BT0944;                    North         East    Units  Estimated Accuracy
 BT0944;SPC AL E     -   101,500.      256,920.      MT  (+/- 180 meters Scaled)
 BT0944
 BT0944                          SUPERSEDED SURVEY CONTROL
 BT0944
 BT0944  NGVD 29 (??/??/92)  126.769  (m)          415.91   (f) ADJ UNCH    2 0
 BT0944
 BT0944.Superseded values are not recommended for survey control.
 BT0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0944.See file dsdata.txt to determine how the superseded data were derived.
 BT0944
 BT0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV678768(NAD 83)
 BT0944_MARKER: DR = REFERENCE MARK DISK
 BT0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0944_STAMPING: ARMSTRONG NO 2 1943
 BT0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0944+STABILITY: SURFACE MOTION
 BT0944
 BT0944  HISTORY     - Date     Condition        Report By
 BT0944  HISTORY     - 1943     MONUMENTED       CGS
 BT0944  HISTORY     - 1953     GOOD             NGS
 BT0944
 BT0944                          STATION DESCRIPTION
 BT0944
 BT0944'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BT0944'1.4 MI NE FROM TUMBLETON.
 BT0944'ABOUT 1.45 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 BT0944'BROWN CROSSROAD FROM THEJUNCTION OF U.S. HIGHWAY 241 AT TUMBLETON,
 BT0944'AT THE JUNCTION OF A GRADED ROAD NORTHWEST, 37 1/2 FEET SOUTHEAST
 BT0944'OF CENTER LINE OF BLACK TOP ROAD, 62 FEET SOUTHWEST OF EXTENDED
 BT0944'CENTER LINE OF GRADED ROAD NORTHWEST, 92.5 FEET SOUTH-SOUTHEAST
 BT0944'OF THE STATION MARK, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 BT0944'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2122 ***********************************************************************
 BT2122  DESIGNATION -  ARNOLD
 BT2122  PID         -  BT2122
 BT2122  STATE/COUNTY-  AL/DALE
 BT2122  USGS QUAD   -  EWELL (1981)
 BT2122
 BT2122                         *CURRENT SURVEY CONTROL
 BT2122  ___________________________________________________________________
 BT2122* NAD 83(1992)-  31 22 59.60978(N)    085 36 15.84959(W)     ADJUSTED  
 BT2122* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 BT2122  ___________________________________________________________________
 BT2122  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BT2122  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BT2122
 BT2122  HORZ ORDER  -  SECOND
 BT2122
 BT2122.The horizontal coordinates were established by classical geodetic methods
 BT2122.and adjusted by the National Geodetic Survey in September 1997..
 BT2122
 BT2122.The orthometric height was scaled from a topographic map.
 BT2122
 BT2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2122
 BT2122.The geoid height was determined by GEOID03.
 BT2122
 BT2122;                    North         East     Units Scale Factor Converg.
 BT2122;SPC AL E     -    97,940.537   221,775.087   MT  0.99996585   +0 07 09.2
 BT2122;UTM  16      - 3,472,915.885   632,702.448   MT  0.99981720   +0 43 36.8
 BT2122
 BT2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2122!SPC AL E     -   0.99998676  x   0.99996585  =   0.99995261
 BT2122!UTM  16      -   0.99998676  x   0.99981720  =   0.99980397
 BT2122
 BT2122:                Primary Azimuth Mark                     Grid Az
 BT2122:SPC AL E     -  MIDLAND CITY MUNICIPAL TANK              124 00 14.1
 BT2122:UTM  16      -  MIDLAND CITY MUNICIPAL TANK              123 23 46.5
 BT2122
 BT2122|---------------------------------------------------------------------|
 BT2122| PID    Reference Object                     Distance      Geod. Az  |
 BT2122|                                                           dddmmss.s |
 BT2122| BT2117 MIDLAND CITY MUNICIPAL TANK         APPROX.12.7 KM 1240723.3 |
 BT2122| CS7048 ARNOLD RM 3                          14.807 METERS 13915     |
 BT2122| BT2124 PINCKARD ALA WATER SERV TANK        APPROX. 9.5 KM 1454245.0 |
 BT2122| BT2123 NEWTON ALA WATER SERV TANK          APPROX. 5.4 KM 1750804.1 |
 BT2122| CY8040 ARNOLD RM 1                          46.534 METERS 19218     |
 BT2122| CY8039 ARNOLD AZ MK                                       2082011.3 |
 BT2122| CS7049 ARNOLD RM 4                          13.014 METERS 21007     |
 BT2122| BT2127 CAMP RUCKER STACK                   APPROX.11.2 KM 2334623.4 |
 BT2122| BT2128 CAMP RUCKER S TANK                  APPROX.12.8 KM 2401729.9 |
 BT2122| BT2126 CAMP RUCKER N TANK                  APPROX.10.9 KM 2474205.7 |
 BT2122| CY8041 ARNOLD RM 2                          50.581 METERS 31000     |
 BT2122| BT2129 OZARK COLUMBIAN PEANUT TANK         APPROX.10.3 KM 3381000.8 |
 BT2122| BT2131 OZARK METH CHURCH SPIRE             APPROX. 9.1 KM 3383719.2 |
 BT2122| BT2120 OZARK COMER COTTON MILL TANK        APPROX. 8.1 KM 3463210.3 |
 BT2122|---------------------------------------------------------------------|
 BT2122
 BT2122                          SUPERSEDED SURVEY CONTROL
 BT2122
 BT2122  NAD 83(1992)-  31 22 59.60994(N)    085 36 15.84961(W) AD(       ) 2
 BT2122  NAD 83(1986)-  31 22 59.62041(N)    085 36 15.85610(W) AD(       ) 2
 BT2122  NAD 27      -  31 22 58.99600(N)    085 36 16.08700(W) AD(       ) 2
 BT2122
 BT2122.Superseded values are not recommended for survey control.
 BT2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2122.See file dsdata.txt to determine how the superseded data were derived.
 BT2122
 BT2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3270272916(NAD 83)
 BT2122_MARKER: DS = TRIANGULATION STATION DISK
 BT2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2122_STAMPING: ARNOLD 1943
 BT2122_MARK LOGO: CGS   
 BT2122_PROJECTION: FLUSH
 BT2122_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2122+STABILITY: SURFACE MOTION
 BT2122
 BT2122  HISTORY     - Date     Condition        Report By
 BT2122  HISTORY     - 1943     MONUMENTED       CGS
 BT2122  HISTORY     - 1960     GOOD             AMS
 BT2122  HISTORY     - 19830302 GOOD             NGS
 BT2122
 BT2122                          STATION DESCRIPTION
 BT2122
 BT2122'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2122'THE STATION IS LOCATED ABOUT 6 MILES S OF OZARK AND 3 MILES NW
 BT2122'OF NEWTON ON PROPERTY OWNED BY J.L. ARNOLD.  IT IS ON THE HIGHEST
 BT2122'POINT OF A CULTIVATED FIELD ABOUT 0.1 MILE NE OF MR. ARNOLDS
 BT2122'HOUSE, 178 FEET NE OF A TWIN PERSIMMON TREE AND 150 FEET N OF THE
 BT2122'FIRST TERRACE TO THE S.  IT IS STAMPED ARNOLD 1943 AND IS 18
 BT2122'INCHES BELOW THE SURFACE OF THE GROUND.
 BT2122'
 BT2122'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2122'DISKS SET IN CONCRETE.
 BT2122'
 BT2122'REFERENCE MARK NO. 1 IS S OF THE STATION, IN THE FIRST TERRACE
 BT2122'S OF THE STATION, 68 FEET E OF THE TWIN PERSIMMON TREES.  IT IS
 BT2122'STAMPED ARNOLD 1 1943 AND PROJECTS 4 INCHES.
 BT2122'
 BT2122'REFERENCE MARK NO. 2 IS NW OF THE STATION ON THE NW EDGE OF THE
 BT2122'CULTIVATED FIELD.  IT IS STAMPED ARNOLD 2 1943 AND PROJECTS 6
 BT2122'INCHES.
 BT2122'
 BT2122'THE AZIMUTH MARK IS 0.5 MILE, AIR LINE, S OF THE STATION, 2 FEET
 BT2122'W OF A FENCE LINE, 41 FEET E OF THE CENTER OF THE ROAD, AND 39
 BT2122'FEET S OF A TELEPHONE POLE NO. 815.  IT IS STAMPED ARNOLD 1943
 BT2122'AND PROJECTS 6 INCHES AND IS WITNESSED BY A 4-INCH SQUARE WHITE
 BT2122'WOODEN POST PROJECTING 2-1/2 FEET.
 BT2122'
 BT2122'TO REACH THE STATION FROM THE POST OFFICE IN NEWTON GO NORTHERLY
 BT2122'ON U.S. HIGHWAY 231 FOR 3.0 MILES TO THE AZIMUTH MARK ON THE
 BT2122'RIGHT.  CONTINUE FOR 0.6 MILE TO THE TOP OF THE HILL AND
 BT2122'CROSSROADS.  TURN LEFT AND GO 0.15 MILE TO THE ARNOLD RESIDENCE.
 BT2122'TURN RIGHT AND GO 0.1 MILE TO TOP OF HILL AND THE STATION.
 BT2122'
 BT2122'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION PORT.
 BT2122'
 BT2122'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION RUCKER.
 BT2122'
 BT2122'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION OZARK.
 BT2122'
 BT2122'A 37-FOOT TOWER WILL SEE A 113-FOOT LIGHT AT STATION BYRD.
 BT2122'
 BT2122'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION ECHO.
 BT2122'
 BT2122'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION PHILLIPS.
 BT2122'
 BT2122'A 4-FOOT STAND WILL SEE A 100-FOOT LIGHT AT STATION JOHNSON.
 BT2122'
 BT2122'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 BT2122
 BT2122                          STATION RECOVERY (1960)
 BT2122
 BT2122'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 BT2122'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BT2122'DISTANCES WERE TAPED FROM BOTH REFERENCE MARKS 1 AND 2 AND GROUND
 BT2122'DUG TO APPROX. DEPTH OF 18 INCHES.  STATION WAS INTACT.
 BT2122'
 BT2122'REFERENCE AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION AS
 BT2122'DESCRIBED.
 BT2122
 BT2122                          STATION RECOVERY (1983)
 BT2122
 BT2122'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (CLN)
 BT2122'THE STATION MARK, REFERENCE MARK NO 1, AND THE AZIMUTH MARK WERE
 BT2122'RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK MONUMENT HAS BEEN
 BT2122'CHIPPED AND IS NOT VISIBLE FROM THE STATION DUE TO LARGE PINE TREES.
 BT2122'REFERENCE MARK NO 2 WAS FOUND LEANING AND THE DISK WAS RECLAIMED AT
 BT2122'THIS TIME.  NEW REFERENCE MARKS NO 3 AND NO 4 WERE ESTABLISHED AT THIS
 BT2122'DATE.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 9.65
 BT2122'KM (6.00 MI) SOUTH OF OZARK AND 4.83 KM (3.00 MI) NORTHWEST OF NEWTON
 BT2122'ON PROPERTY OWNED AND OCCUPIED BY MRS J L ARNOLD.  TO REACH FROM THE
 BT2122'POST OFFICE IN NEWTON GO NORTH ON US HIGHWAY 231 FOR 4.83 KM (3.00 MI)
 BT2122'TO AZIMUTH MARK ON THE RIGHT, CONTINUE NORTH FOR 0.97 KM (0.60 MI) TO
 BT2122'THE TOP OF HILL AND CROSSROAD, TURN LEFT ON GRADED ROAD FOR 0.24 KM
 BT2122'(0.15 MI) TO THE ARNOLD HOUSE AND STATION ON THE RIGHT. THE STATION
 BT2122'MARK IS A STANDARD CGS DISK, STAMPED ARNOLD 1943, SET IN THE TOP OF A
 BT2122'SQUARE CONCRETE POST, 0.45 M (1.48 FT) BELOW SURFACE OF THE GROUND.
 BT2122'IT IS ON HIGHEST POINT OF A WOODED HILL, 45.72 M (150.00 FT) NORTH OF
 BT2122'A TERRACE ROW, 76.20 M (250.00 FT) NORTH OF THE ARNOLD HOUSE, 3.04 M
 BT2122'(9.97 FT) NORTH OF A 16 INCH PINE TREE AND 0.45 M (1.48 FT) SOUTH
 BT2122'SOUTHEAST OF A METAL WITNESS POST AND SIGN. REFERENCE MARK NO 1 IS A
 BT2122'STANDARD CGS DISK, STAMPED ARNOLD 1 1943, SET IN THE TOP OF A SQUARE
 BT2122'CONCRETE POST, PROJECTING 2 INCHES.  IT IS ON TERRACE ROW, 31.70 M
 BT2122'(104.00 FT) NORTHWEST OF THE NORTHWEST CORNER OF BRICK HOUSE, 12.04 M
 BT2122'(39.50 FT) NORTH OF A 12 INCH WATER OAK TREE, 0.39 M (1.28 FT) WEST
 BT2122'SOUTHWEST OF A METAL WITNESS POST AND SIGN. REFERENCE MARK NO 3 IS A
 BT2122'STANDARD NGS DISK, STAMPED ARNOLD 1943 NO 3 1983, SET IN THE TOP OF A
 BT2122'ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 10.52 M (34.51 FT)
 BT2122'NORTH OF A 16 INCH WATER OAK TREE, 1.07 M (3.51 FT) SOUTH SOUTHEAST OF
 BT2122'A 12 INCH PINE TREE, AND 0.30 M (0.98 FT) WEST SOUTHWEST OF A METAL
 BT2122'WITNESS POST AND SIGN. REFERENCE MARK NO 4 IS A STANDARD NGS DISK,
 BT2122'STAMPED ARNOLD 1943 NO 4 1983, SET IN THE TOP OF A ROUND CONCRETE
 BT2122'POST, FLUSH WITH THE GROUND.  IT IS 5.79 M (19.00 FT) SOUTHWEST OF A 4
 BT2122'INCH PERSIMMON TREE, 1.22 M (4.00 FT) EAST SOUTHEAST OF A 14 INCH PINE
 BT2122'TREE, AND 0.30 M (0.98 FT) EAST OF A METAL WITNESS POST AND SIGN.
 BT2122'AZIMUTH MARK IS A STANDARD CGS DISK, STAMPED ARNOLD 1943, SET IN THE
 BT2122'TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 12.50 M
 BT2122'(41.01 FT) EAST OF THE CENTER OF HIGHWAY, 11.89 M (39.01 FT) SOUTH OF
 BT2122'TELEPHONE POLE, AND 0.40 M (1.31 FT) NORTH OF A METAL WITNESS POST AND
 BT2122'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2695 ***********************************************************************
 DH2695  DESIGNATION -  ARP
 DH2695  PID         -  DH2695
 DH2695  STATE/COUNTY-  AL/ETOWAH
 DH2695  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 DH2695
 DH2695                         *CURRENT SURVEY CONTROL
 DH2695  ___________________________________________________________________
 DH2695* NAD 83(1992)-  33 58 25.71536(N)    086 05 13.79543(W)     ADJUSTED  
 DH2695* NAVD 88     -       168.0    (meters)     551.     (feet)  VERTCON   
 DH2695  ___________________________________________________________________
 DH2695  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 DH2695  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2695
 DH2695  HORZ ORDER  -  THIRD
 DH2695
 DH2695.This mark is at Gadsden Airport (GAD)
 DH2695
 DH2695.The horizontal coordinates were established by GPS observations
 DH2695.and adjusted by the National Geodetic Survey in December 1992..
 DH2695
 DH2695.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2695.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2695
 DH2695.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2695
 DH2695.The geoid height was determined by GEOID03.
 DH2695
 DH2695;                    North         East     Units Scale Factor Converg.
 DH2695;SPC AL E     -   385,228.265   176,543.494   MT  0.99996678   -0 08 30.6
 DH2695;UTM  16      - 3,759,627.463   584,325.510   MT  0.99968766   +0 30 36.5
 DH2695
 DH2695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2695!SPC AL E     -   0.99997819  x   0.99996678  =   0.99994497
 DH2695!UTM  16      -   0.99997819  x   0.99968766  =   0.99966585
 DH2695
 DH2695:                Primary Azimuth Mark                     Grid Az
 DH2695:SPC AL E     -  G 229                                    122 10 32.8
 DH2695:UTM  16      -  G 229                                    121 31 25.7
 DH2695
 DH2695|---------------------------------------------------------------------|
 DH2695| PID    Reference Object                     Distance      Geod. Az  |
 DH2695|                                                           dddmmss.s |
 DH2695| DH0079 G 229                               484.050 METERS 1220202.2 |
 DH2695|---------------------------------------------------------------------|
 DH2695
 DH2695                          SUPERSEDED SURVEY CONTROL
 DH2695
 DH2695  NAD 83(1986)-  33 58 25.72133(N)    086 05 13.79707(W) AD(       ) 3
 DH2695  NAD 27      -  33 58 25.36570(N)    086 05 13.89565(W) AD(       ) 3
 DH2695  NGVD 29 (02/20/88)  168.0    (m)          551.     (f) GPS OBS        
 DH2695
 DH2695.Superseded values are not recommended for survey control.
 DH2695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2695.See file dsdata.txt to determine how the superseded data were derived.
 DH2695
 DH2695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8432659627(NAD 83)
 DH2695_MARKER: DT = TOPOGRAPHIC STATION DISK
 DH2695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2695_SP_SET: CONCRETE POST
 DH2695_STAMPING: ARP 1960
 DH2695_MARK LOGO: CGS   
 DH2695_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2695+STABILITY: SURFACE MOTION
 DH2695_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2695+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1987
 DH2695
 DH2695  HISTORY     - Date     Condition        Report By
 DH2695  HISTORY     - 1960     MONUMENTED       CGS
 DH2695  HISTORY     - 19840630 GOOD             NGS
 DH2695  HISTORY     - 19870616 GOOD             NGS
 DH2695
 DH2695                          STATION DESCRIPTION
 DH2695
 DH2695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 DH2695'LOCATED AT GADSDEN MUNICIPAL AIRPORT, NEAR THE GEOMETRIC CENTER OF THE
 DH2695'LANDING SURFACE, 492.6 FT (150.1 M) NORTH-NORTHWEST OF THE CENTERLINE
 DH2695'INTERSECTION OF RUNWAYS 6-24 AND 18-36, 498.0 FT (151.8 M)
 DH2695'NORTH-NORTHEAST OF THE NORTH EDGE OF RUNWAY 6-24, 285.7 FT (87.1 M)
 DH2695'WEST OF THE WEST EDGE OF RUNWAY 18-36.  A TOPOGRAPHIC STATION DISK
 DH2695'STAMPED ARP 1960, IN TOP OF A CONCRETE MONUMENT WHICH PROJECTS ABOUT 1
 DH2695'INCH ABOVE GROUND.  A WITNESS POST OF HALF INCH STEEL RE-ROD HAS BEEN
 DH2695'PLACED THREE FT WEST OF THE STATION.  THE WITNESS POST IS THREE FT
 DH2695'ABOVE GROUND LEVEL AND IS PAINTED ORANGE.
 DH2695
 DH2695                          STATION RECOVERY (1987)
 DH2695
 DH2695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DH2695'THE STATION IS LOCATED 7.2 KM (4.5 MI) SOUTHWEST OF GADSTON ON THE
 DH2695'GADSTON MUNICIPAL AIRPORT.
 DH2695'TO REACH THE STATION FROM THE JUNCTION OF I-59 AND STATE HIGHWAY 77
 DH2695'ABOUT 3 MILES SOUTH OF GADSTON, GO SOUTH ON HIGHWAY 77, FOLLOWING
 DH2695'AIRPORT SIGNS TO AIRPORT.
 DH2695'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 150.3 METERS
 DH2695'(493.0 FT) NORTH-NORTHWEST FROM CENTER AND INTERSECTION OF RUNWAYS
 DH2695'6-24 AND 18-36, 87.2 METERS (286.O FT) WEST FROM THE WEST EDGE OF
 DH2695'RUNWAY 18-36, 67.1 METERS (220.0 FT) SOUTH-SOUTHWEST OF A 6-INCH
 DH2695'ROUND METAL VENT PIPE WHICH PROJECTS 3 FEET AND 0.9 METER (3.0 FT)
 DH2695'NORTH OF A WITNESS POST.
 DH2695'DESCRIBED BY K.R.W., TYPED BY E.D.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2212 ***********************************************************************
 BU2212  SACS        -  This is a Secondary Airport Control Station.
 BU2212  DESIGNATION -  ARP 1970 TOI
 BU2212  PID         -  BU2212
 BU2212  STATE/COUNTY-  AL/PIKE
 BU2212  USGS QUAD   -  YOUNGBLOOD (1981)
 BU2212
 BU2212                         *CURRENT SURVEY CONTROL
 BU2212  ___________________________________________________________________
 BU2212* NAD 83(1992)-  31 51 37.00747(N)    086 00 43.40444(W)     ADJUSTED  
 BU2212* NAVD 88     -       119.05   (+/-2cm)     390.6    (feet)  VERTCON   
 BU2212  ___________________________________________________________________
 BU2212  X           -     377,104.414 (meters)                     COMP
 BU2212  Y           -  -5,409,201.624 (meters)                     COMP
 BU2212  Z           -   3,347,331.437 (meters)                     COMP
 BU2212  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 BU2212  ELLIP HEIGHT-          92.39  (meters)          (07/29/02) GPS OBS
 BU2212  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU2212
 BU2212  HORZ ORDER  -  B
 BU2212  VERT ORDER  -  THIRD ? (See Below)
 BU2212  ELLP ORDER  -  FOURTH    CLASS II
 BU2212
 BU2212.This mark is at Troy Airport (TOI)
 BU2212
 BU2212.The horizontal coordinates were established by GPS observations
 BU2212.and adjusted by the National Geodetic Survey in June 1994..
 BU2212
 BU2212.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2212.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2212
 BU2212.GPS derived orthometric heights for airport stations designated as
 BU2212.PACS or SACS are published to 2 decimal places.  This maintains
 BU2212.centimeter relative accuracy between the PACS and SACS.  It does
 BU2212.not indicate centimeter accuracy relative to other marks which are
 BU2212.part of the NAVD 88 network.
 BU2212.The vertical order pertains to the NGVD 29 superseded value.
 BU2212
 BU2212.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2212
 BU2212.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2212
 BU2212.The ellipsoidal height was determined by GPS observations
 BU2212.and is referenced to NAD 83.
 BU2212
 BU2212.The geoid height was determined by GEOID03.
 BU2212
 BU2212;                    North         East     Units Scale Factor Converg.
 BU2212;SPC AL E     -   150,825.642   183,086.964   MT  0.99996353   -0 05 39.6
 BU2212;UTM  16      - 3,525,374.284   593,459.814   MT  0.99970772   +0 31 17.5
 BU2212
 BU2212!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2212!SPC AL E     -   0.99998549  x   0.99996353  =   0.99994902
 BU2212!UTM  16      -   0.99998549  x   0.99970772  =   0.99969322
 BU2212
 BU2212                          SUPERSEDED SURVEY CONTROL
 BU2212
 BU2212  ELLIP H (06/29/94)   92.39   (m)                       GP(       ) 4 1
 BU2212  NGVD 29 (06/29/94)  119.04   (m)          390.6    (f) LEVELING    3  
 BU2212
 BU2212.Superseded values are not recommended for survey control.
 BU2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2212.See file dsdata.txt to determine how the superseded data were derived.
 BU2212
 BU2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA9346025374(NAD 83)
 BU2212_MARKER: DT = TOPOGRAPHIC STATION DISK
 BU2212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2212_SP_SET: CONCRETE POST
 BU2212_STAMPING: ARP 1970 TOI
 BU2212_MARK LOGO: CGS   
 BU2212_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU2212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2212+STABILITY: SURFACE MOTION
 BU2212_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2212+SATELLITE: SATELLITE OBSERVATIONS - March 23, 1993
 BU2212
 BU2212  HISTORY     - Date     Condition        Report By
 BU2212  HISTORY     - 1970     MONUMENTED       CGS
 BU2212  HISTORY     - 19891101 GOOD             NGS
 BU2212  HISTORY     - 19930323 GOOD
 BU2212
 BU2212                          STATION DESCRIPTION
 BU2212
 BU2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1970
 BU2212'STATION IS LOCATED NORTH OF TROY, ALABAMA ON THE TROY MUNICIPAL
 BU2212'AIRPORT.  THE STATION IS APPROXIMATELY IN THE GEOMETRIC CENTER OF THE
 BU2212'AIRPORT.
 BU2212'THE STATION IS 319.4 FT (97.4 M) SOUTHWEST OF A RUNWAY LIGHT ON THE
 BU2212'SOUTHWEST EDGE OF RUNWAY 14-32, 222.8 FT (67.9 M) SOUTH OF THE SOUTH
 BU2212'EDGE OF TAXIWAY PARALLELING RUNWAY 7-25 AND 152.8 FT (46.6 M)
 BU2212'NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 1-19.
 BU2212'THE STATION IS A STANDARD TOPOGRAPHIC DISK STAMPED ARP 1970 TOI AND IS
 BU2212'SET IN THE TOP OF AN 8 INCH CONCRETE POST FLUSH WITH THE GROUND.
 BU2212'FOR ACCESS TO THE AIRPORT AND THE STATION, CONTACT MR. TRENT CRAWFORD,
 BU2212'TROY MUNICIPAL AIRPORT, TROY, ALABAMA, 36081, TELEPHONE (205)566-3470
 BU2212'OR 8839.
 BU2212'RECOVERED AND DESCRIBED BY RALPH A HARRELL, 22 MARCH, 1993, NATIONAL
 BU2212'OCEAN SERVICE.
 BU2212
 BU2212                          STATION RECOVERY (1989)
 BU2212
 BU2212'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (GFS)
 BU2212'THE STATION IS LOCATED IN THE APPROXIMATE GEOMETRIC CENTER OF THE
 BU2212'AIRPORT, 319.4 FT (97.4 M) SOUTHWEST OF A RUNWAY LIGHT ON THE
 BU2212'SOUTHWEST EDGE OF RUNWAY 14-32, 222.8 FT (67.9 M) SOUTH OF THE SOUTH
 BU2212'EDGE OF TAXIWAY PARALLELING RUNWAY 7-25 AND 152.8 FT (46.6 M)
 BU2212'NORTHWEST OF THE NORTHWEST EDGE OF RUNWAY 1-19.  THE STATION IS A
 BU2212'STANDARD TOPOGRAPHIC DISK STAMPED ARP 1970 TOI, AND SET IN THE TOP OF
 BU2212'A 8 INCH CONCRETE POST FLUSH WITH THE GROUND.
 BU2212
 BU2212                          STATION RECOVERY (1993)
 BU2212
 BU2212'RECOVERED 1993
 BU2212'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0821 ***********************************************************************
 BT0821  DESIGNATION -  ARP 2
 BT0821  PID         -  BT0821
 BT0821  STATE/COUNTY-  AL/HOUSTON
 BT0821  USGS QUAD   -  DOTHAN WEST (1981)
 BT0821
 BT0821                         *CURRENT SURVEY CONTROL
 BT0821  ___________________________________________________________________
 BT0821* NAD 83(1986)-  31 14 16.     (N)    085 26 27.     (W)     SCALED    
 BT0821* NAVD 88     -        97.509  (meters)     319.91   (feet)  ADJUSTED  
 BT0821  ___________________________________________________________________
 BT0821  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BT0821  DYNAMIC HT  -          97.388 (meters)     319.51  (feet)  COMP
 BT0821  MODELED GRAV-     979,398.4   (mgal)                       NAVD 88
 BT0821
 BT0821  VERT ORDER  -  SECOND    CLASS 0
 BT0821
 BT0821.The horizontal coordinates were scaled from a topographic map and have
 BT0821.an estimated accuracy of +/- 6 seconds.
 BT0821
 BT0821.The orthometric height was determined by differential leveling
 BT0821.and adjusted by the National Geodetic Survey in June 1991..
 BT0821
 BT0821.The geoid height was determined by GEOID03.
 BT0821
 BT0821.The dynamic height is computed by dividing the NAVD 88
 BT0821.geopotential number by the normal gravity value computed on the
 BT0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0821.degrees latitude (g = 980.6199 gals.).
 BT0821
 BT0821.The modeled gravity was interpolated from observed gravity values.
 BT0821
 BT0821;                    North         East    Units  Estimated Accuracy
 BT0821;SPC AL E     -    81,860.      237,390.      MT  (+/- 180 meters Scaled)
 BT0821
 BT0821                          SUPERSEDED SURVEY CONTROL
 BT0821
 BT0821  NGVD 29 (??/??/92)   97.610  (m)          320.24   (f) ADJ UNCH    2 0
 BT0821
 BT0821.Superseded values are not recommended for survey control.
 BT0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0821.See file dsdata.txt to determine how the superseded data were derived.
 BT0821
 BT0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV484570(NAD 83)
 BT0821_MARKER: DT = TOPOGRAPHIC STATION DISK
 BT0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0821_STAMPING: ARP 2 1958
 BT0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0821+STABILITY: SURFACE MOTION
 BT0821
 BT0821  HISTORY     - Date     Condition        Report By
 BT0821  HISTORY     - 1958     MONUMENTED       CGS
 BT0821
 BT0821                          STATION DESCRIPTION
 BT0821
 BT0821'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 BT0821'AT DOTHAN.
 BT0821'THE STATION IS AT THE GEOMETRIC CENTER OF DOTHAN MUNICIPAL
 BT0821'AIRPORT, ON THE SOUTH EDGE OF RUNWAY 13-31 AND 472 FEET SOUTH
 BT0821'OF THE OBSTRUCTION LIGHTED WIND SOCK.  A STANDARD TOPOGRAPHIC DISK
 BT0821'STAMPED ARP 2 1958 AND CEMENTED IN A FIELD TILE FLUSH WITH THE
 BT0821'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0645 ***********************************************************************
 CN0645  DESIGNATION -  ARP 2 1959
 CN0645  PID         -  CN0645
 CN0645  STATE/COUNTY-  AL/MONTGOMERY
 CN0645  USGS QUAD   -  CANTELOUS (1981)
 CN0645
 CN0645                         *CURRENT SURVEY CONTROL
 CN0645  ___________________________________________________________________
 CN0645* NAD 83(1986)-  32 18 01.     (N)    086 23 34.     (W)     SCALED    
 CN0645* NAVD 88     -        60.153  (meters)     197.35   (feet)  ADJUSTED  
 CN0645  ___________________________________________________________________
 CN0645  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CN0645  DYNAMIC HT  -          60.084 (meters)     197.13  (feet)  COMP
 CN0645  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 CN0645
 CN0645  VERT ORDER  -  SECOND    CLASS 0
 CN0645
 CN0645.This mark is at Dannelly Field Airport (MGM)
 CN0645
 CN0645.The horizontal coordinates were scaled from a topographic map and have
 CN0645.an estimated accuracy of +/- 6 seconds.
 CN0645
 CN0645.The orthometric height was determined by differential leveling
 CN0645.and adjusted by the National Geodetic Survey in June 1991..
 CN0645
 CN0645.The geoid height was determined by GEOID03.
 CN0645
 CN0645.The dynamic height is computed by dividing the NAVD 88
 CN0645.geopotential number by the normal gravity value computed on the
 CN0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0645.degrees latitude (g = 980.6199 gals.).
 CN0645
 CN0645.The modeled gravity was interpolated from observed gravity values.
 CN0645
 CN0645;                    North         East    Units  Estimated Accuracy
 CN0645;SPC AL E     -   199,740.      147,310.      MT  (+/- 180 meters Scaled)
 CN0645
 CN0645                          SUPERSEDED SURVEY CONTROL
 CN0645
 CN0645  NGVD 29 (??/??/92)   60.13   (m)          197.3    (f) COMPUTED    2 0
 CN0645
 CN0645.Superseded values are not recommended for survey control.
 CN0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0645.See file dsdata.txt to determine how the superseded data were derived.
 CN0645
 CN0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA571738(NAD 83)
 CN0645_MARKER: DT = TOPOGRAPHIC STATION DISK
 CN0645_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0645_SP_SET: TILE
 CN0645_STAMPING: ARP 2 1959
 CN0645_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0645
 CN0645  HISTORY     - Date     Condition        Report By
 CN0645  HISTORY     - 1959     MONUMENTED       CGS
 CN0645
 CN0645                          STATION DESCRIPTION
 CN0645
 CN0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 CN0645'8 MI SW FROM MONTGOMERY.
 CN0645'THE STATION IS ON DANNELLY FIELD, MONTGOMERY, ALABAMA AT THE GEOMETRIC
 CN0645'CENTER OF THE LANDING AREA.  THE STATION IS ABOUT 1300 FEET
 CN0645'SOUTH-SOUTHWEST OF THE CONTROL TOWER, 350 FEET SOUTHWEST OF THE
 CN0645'INTERSECTION OF RUNWAYS 9-27 AND 15-33 AND 200 FEET SOUTH OF RUNWAY
 CN0645'9-27.  A STANDARD TOPOGRAPHIC DISK CEMENTED IN THE TOP OF A 4 INCH
 CN0645'TILE FLUSH WITH THE GROUND AND STAMPED ARP 2 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2897 ***********************************************************************
 DH2897  PACS        -  This is a Primary Airport Control Station.
 DH2897  DESIGNATION -  ARP 3 TCL 1969
 DH2897  PID         -  DH2897
 DH2897  STATE/COUNTY-  AL/TUSCALOOSA
 DH2897  USGS QUAD   -  TUSCALOOSA (1983)
 DH2897
 DH2897                         *CURRENT SURVEY CONTROL
 DH2897  ___________________________________________________________________
 DH2897* NAD 83(1992)-  33 13 16.20492(N)    087 36 39.22836(W)     ADJUSTED  
 DH2897* NAVD 88     -        49.38   (+/-2cm)     162.0    (feet)  VERTCON   
 DH2897  ___________________________________________________________________
 DH2897  X           -     222,646.849 (meters)                     COMP
 DH2897  Y           -  -5,336,450.249 (meters)                     COMP
 DH2897  Z           -   3,474,515.762 (meters)                     COMP
 DH2897  LAPLACE CORR-          -0.70  (seconds)                    DEFLEC99
 DH2897  ELLIP HEIGHT-          20.52  (meters)          (07/29/02) GPS OBS
 DH2897  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH2897
 DH2897  HORZ ORDER  -  B
 DH2897  VERT ORDER  -  THIRD ? (See Below)
 DH2897  ELLP ORDER  -  FOURTH    CLASS II
 DH2897
 DH2897.This mark is at Tuscaloosa Airport (TCL)
 DH2897
 DH2897.The horizontal coordinates were established by GPS observations
 DH2897.and adjusted by the National Geodetic Survey in August 1994..
 DH2897
 DH2897.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2897
 DH2897.GPS derived orthometric heights for airport stations designated as
 DH2897.PACS or SACS are published to 2 decimal places.  This maintains
 DH2897.centimeter relative accuracy between the PACS and SACS.  It does
 DH2897.not indicate centimeter accuracy relative to other marks which are
 DH2897.part of the NAVD 88 network.
 DH2897.The vertical order pertains to the NGVD 29 superseded value.
 DH2897
 DH2897.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2897
 DH2897.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2897
 DH2897.The ellipsoidal height was determined by GPS observations
 DH2897.and is referenced to NAD 83.
 DH2897
 DH2897.The geoid height was determined by GEOID03.
 DH2897
 DH2897;                    North         East     Units Scale Factor Converg.
 DH2897;SPC AL W     -   357,145.271   589,662.961   MT  0.99993465   -0 03 38.7
 DH2897;UTM  16      - 3,675,972.356   443,074.941   MT  0.99963995   -0 20 04.9
 DH2897
 DH2897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2897!SPC AL W     -   0.99999678  x   0.99993465  =   0.99993143
 DH2897!UTM  16      -   0.99999678  x   0.99963995  =   0.99963673
 DH2897
 DH2897                          SUPERSEDED SURVEY CONTROL
 DH2897
 DH2897  ELLIP H (08/11/94)   20.60   (m)                       GP(       ) 4 1
 DH2897  NGVD 29 (08/11/94)   49.35   (m)          161.9    (f) LEVELING    3  
 DH2897
 DH2897.Superseded values are not recommended for survey control.
 DH2897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2897.See file dsdata.txt to determine how the superseded data were derived.
 DH2897
 DH2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4307575972(NAD 83)
 DH2897_MARKER: DT = TOPOGRAPHIC STATION DISK
 DH2897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2897_SP_SET: CONCRETE POST
 DH2897_STAMPING: ARP 3 1969 TCL
 DH2897_MARK LOGO: CGS   
 DH2897_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2897+STABILITY: SURFACE MOTION
 DH2897_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2897+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 DH2897
 DH2897  HISTORY     - Date     Condition        Report By
 DH2897  HISTORY     - 1969     MONUMENTED       CGS
 DH2897  HISTORY     - 19891001 GOOD             NGS
 DH2897  HISTORY     - 19930402 GOOD
 DH2897  HISTORY     - 20031204 GOOD             JCLS
 DH2897
 DH2897                          STATION DESCRIPTION
 DH2897
 DH2897'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DH2897'STATION IS LOCATED ON THE TUSCALOOSA MUNICIPAL AIRPORT WHICH IS WEST
 DH2897'OF THE CITY OF NORTHPORT, AL EAST OF THE TOWN OF COKER, AL AND SOUTH
 DH2897'OF US HIGHWAY 82 WEST OF ITS INTERSECTION WITH US HIGHWAY 43.
 DH2897'TO REACH FROM THE TERMINAL RAMP PROCEED TO THE SOUTH END OF THE
 DH2897'RAMPTHEN ACROSS A GRASS AREA SEPARATING THE TERMINAL RAMP AND A
 DH2897'CONNECTOR TAXIWAY RUNNING FROM A SINGLE HANGAR TO THE TAXIWAY RUNNING
 DH2897'PARALLEL TO RUNWAY 4-22.
 DH2897'IT IS 283.3 FT (86.4 M) NW OF THE NW EDGE OF THE PARALLEL TAXIWAY,
 DH2897'173.4 FT (52.9 M) SW OF THE SW EDGE OF THE TERMINAL RAMP, 130 FT
 DH2897'(39.6 M) SE OF THE SE EDGE OF A RAMP AT A HANGAR AND 106.4 FT
 DH2897'(32.4 M) NE OF THE NE EDGE OF A TAXIWAY CONNECTING TO THE PARALLEL
 DH2897'TAXIWAY.
 DH2897'ACCESS TO THE FIELD IS CONTROLLED. CONTACT THE AIRPORT MANAGER, RALPH
 DH2897'C. JONES, 205-349-0114 FOR ACCESS.
 DH2897
 DH2897                          STATION RECOVERY (1989)
 DH2897
 DH2897'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (GFS)
 DH2897'THE STATION IS LOCATED AT THE TUSCALOOSA MUNICIPAL AIRPORT NEAR THE
 DH2897'TERMINAL RAMP.  IT IS 283.3 FT (86.4 M) NORTHWEST OF THE NORTHWEST
 DH2897'EDGE OF THE TAXIWAY PARALLEL TO RUNWAY 4/22, 173.4 FT (52.9 M)
 DH2897'SOUTHWEST OF THE SOUTHWEST EDGE OF THE TERMINAL RAMP, 130 FT (39.6 M)
 DH2897'SOUTHEAST OF THE SOUTHEAST EDGE OF A RAMP, 106.4 FT (32.4 M) NORTHEAST
 DH2897'OF THE NORTHEAST EDGE OF A TAXIWAY AND 3.9 FT (1.2 M) SOUTHWEST OF THE
 DH2897'LINE EXTENDED OF THE NORTHEAST SIDE OF A RAMP.  THE MARK IS A STANDARD
 DH2897'TOPOGRAPHICAL DISK STAMPED ARP 3 1969 TCL, SET IN THE TOP OF A
 DH2897'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND.
 DH2897
 DH2897                          STATION RECOVERY (1993)
 DH2897
 DH2897'RECOVERED 1993
 DH2897'RECOVERED IN GOOD CONDITION.
 DH2897
 DH2897                          STATION RECOVERY (2003)
 DH2897
 DH2897'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DH2897'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2092 ***********************************************************************
 BT2092  DESIGNATION -  ASHFORD MUNICIPAL TANK
 BT2092  PID         -  BT2092
 BT2092  STATE/COUNTY-  AL/HOUSTON
 BT2092  USGS QUAD   -  ASHFORD (1970)
 BT2092
 BT2092                         *CURRENT SURVEY CONTROL
 BT2092  ___________________________________________________________________
 BT2092* NAD 83(1992)-  31 11 02.98736(N)    085 13 58.73812(W)     ADJUSTED  
 BT2092* NAVD 88     -                                                        
 BT2092  ___________________________________________________________________
 BT2092  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 BT2092  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BT2092
 BT2092  HORZ ORDER  -  THIRD
 BT2092
 BT2092.The horizontal coordinates were established by classical geodetic methods
 BT2092.and adjusted by the National Geodetic Survey in September 1997..
 BT2092
 BT2092
 BT2092.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2092
 BT2092.The geoid height was determined by GEOID03.
 BT2092
 BT2092;                    North         East     Units Scale Factor Converg.
 BT2092;SPC AL E     -    76,003.155   257,223.750   MT  1.00000037   +0 18 39.1
 BT2092;SPC GA W     -   131,755.891   598,365.923   MT  1.00002737   -0 33 07.8
 BT2092;SPC GA W     -   432,269.12  1,963,138.87   sFT  1.00002737   -0 33 07.8
 BT2092;UTM  16      - 3,451,356.788   668,377.583   MT  0.99994971   +0 54 54.6
 BT2092
 BT2092                          SUPERSEDED SURVEY CONTROL
 BT2092
 BT2092  NAD 83(1992)-  31 11 02.98699(N)    085 13 58.73816(W) AD(       ) 4
 BT2092  NAD 83(1986)-  31 11 02.99297(N)    085 13 58.74069(W) AD(       ) 4
 BT2092  NAD 27      -  31 11 02.35500(N)    085 13 58.98500(W) AD(       ) 3
 BT2092
 BT2092.Superseded values are not recommended for survey control.
 BT2092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2092.See file dsdata.txt to determine how the superseded data were derived.
 BT2092
 BT2092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6837851357(NAD 83)
 BT2092_MARKER: 53 = ELEVATED TANK
 BT2092
 BT2092  HISTORY     - Date     Condition        Report By
 BT2092  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2092
 BT2092                          STATION DESCRIPTION
 BT2092
 BT2092'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2092'THIS INTERSECTION STATION IS LOCATED IN THE TOWN OF ASHFORD, 53
 BT2092'FEET E OF THE CENTER OF THE STREET, 158 FEET E OF THE NE CORNER
 BT2092'OF THE SCHOOL BUILDING AND 150 FEET N OF THE CENTER OF THE STREET.
 BT2092'IT IS A STEEL BOWL SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 BT2092'WHICH IS ABOUT 125 FEET HIGH.  THE POINT OBSERVED UPON WAS THE
 BT2092'BALL ON TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2892 ***********************************************************************
 DH2892  PACS        -  This is a Primary Airport Control Station.
 DH2892  DESIGNATION -  ASN A
 DH2892  PID         -  DH2892
 DH2892  STATE/COUNTY-  AL/TALLADEGA
 DH2892  USGS QUAD   -  EASTABOGA (1972)
 DH2892
 DH2892                         *CURRENT SURVEY CONTROL
 DH2892  ___________________________________________________________________
 DH2892* NAD 83(1992)-  33 34 00.46897(N)    086 03 21.11502(W)     ADJUSTED  
 DH2892* NAVD 88     -       158.96   (+/-2cm)     521.5    (feet)  VERTCON   
 DH2892  ___________________________________________________________________
 DH2892  X           -     365,935.589 (meters)                     COMP
 DH2892  Y           -  -5,307,485.133 (meters)                     COMP
 DH2892  Z           -   3,506,581.880 (meters)                     COMP
 DH2892  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 DH2892  ELLIP HEIGHT-         130.14  (meters)          (07/29/02) GPS OBS
 DH2892  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH2892
 DH2892  HORZ ORDER  -  B
 DH2892  VERT ORDER  -  THIRD ? (See Below)
 DH2892  ELLP ORDER  -  FOURTH    CLASS II
 DH2892
 DH2892.This mark is at Talladega Airport (ASN)
 DH2892
 DH2892.The horizontal coordinates were established by GPS observations
 DH2892.and adjusted by the National Geodetic Survey in June 1994..
 DH2892
 DH2892.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2892.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2892
 DH2892.GPS derived orthometric heights for airport stations designated as
 DH2892.PACS or SACS are published to 2 decimal places.  This maintains
 DH2892.centimeter relative accuracy between the PACS and SACS.  It does
 DH2892.not indicate centimeter accuracy relative to other marks which are
 DH2892.part of the NAVD 88 network.
 DH2892.The vertical order pertains to the NGVD 29 superseded value.
 DH2892
 DH2892.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2892
 DH2892.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2892
 DH2892.The ellipsoidal height was determined by GPS observations
 DH2892.and is referenced to NAD 83.
 DH2892
 DH2892.The geoid height was determined by GEOID03.
 DH2892
 DH2892;                    North         East     Units Scale Factor Converg.
 DH2892;SPC AL E     -   340,078.065   179,338.467   MT  0.99996526   -0 07 22.9
 DH2892;UTM  16      - 3,714,524.193   587,630.446   MT  0.99969467   +0 31 19.4
 DH2892
 DH2892!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2892!SPC AL E     -   0.99997957  x   0.99996526  =   0.99994483
 DH2892!UTM  16      -   0.99997957  x   0.99969467  =   0.99967425
 DH2892
 DH2892                          SUPERSEDED SURVEY CONTROL
 DH2892
 DH2892  ELLIP H (06/29/94)  130.21   (m)                       GP(       ) 4 1
 DH2892  NGVD 29 (06/29/94)  158.88   (m)          521.3    (f) LEVELING    3  
 DH2892
 DH2892.Superseded values are not recommended for survey control.
 DH2892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2892.See file dsdata.txt to determine how the superseded data were derived.
 DH2892
 DH2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8763014524(NAD 83)
 DH2892_MARKER: DD = SURVEY DISK
 DH2892_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH2892_SP_SET: TAXIWAY PAVEMENT
 DH2892_STAMPING: ASN A 1984
 DH2892_MARK LOGO: NOS   
 DH2892_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2892_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2892+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1993
 DH2892
 DH2892  HISTORY     - Date     Condition        Report By
 DH2892  HISTORY     - 1984     MONUMENTED       NOS
 DH2892  HISTORY     - 19841231 GOOD             NGS
 DH2892  HISTORY     - 19930329 GOOD
 DH2892
 DH2892                          STATION DESCRIPTION
 DH2892
 DH2892'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 DH2892'THE STATION IS LOCATED ON THE TALLADEGA AIRPORT, TALLADEGA, ALABAMA
 DH2892'NEAR THE WEST END OF THE FIELD IN THE SURFACE OF A CLOSED RUNWAY THAT
 DH2892'IS NOW USED AS A TAXIWAY.
 DH2892'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND
 DH2892'ALABAMA ROUTE 77 EXIT (168), PROCEED SOUTHERLY FOR 0.8 MI (1.3 KM) TO
 DH2892'ROAD LEFT (TALLADEGA SPEEDWAY BLVD), TURN LEFT AND GO EASTERLY 4.40
 DH2892'MI (7.08 KM) TO A ROAD RIGHT, TURN RIGHT AND GO SOUTH 0.55 MI
 DH2892'(0.89 KM) TO THE AIRPORT TERMINAL BUILDING AND RAMP.
 DH2892'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND COUNTY
 DH2892'ROUTE 93 (EXIT 173), GO SOUTHERLY AND WESTERLY ON THE TALLAGEDA
 DH2892'SPEEDWAY BLVD. FOR 1.75 MI (2.82 KM) TO A ROAD LEFT, TURN LEFT AND GO
 DH2892'SOUTHERLY FOR 0.55 MI (0.89 KM) TO AIRPORT TERMINAL BUILDING AND
 DH2892'RAMP.
 DH2892'TO REACH THE STATION FROM THE TERMINAL RAMP, PROCEED SOUTH-SOUTHEAST
 DH2892'ON TERMINAL RAMP FOR 0.1 MI (0.2 KM) TO TAXIWAY A2 AND MAIN TAXIWAY
 DH2892'21-3.  MAKE RIGHT ON TAXIWAY 21-3 AND PROCEED 0.35 MI (0.56 KM) TO
 DH2892'TAXIWAY ON RIGHT. MAKE RIGHT ONTO TAXIWAY AND PROCEED 0.05 MI
 DH2892'(0.08 KM) TO STATION ON RIGHT.  THE STATION IS 13.4 FT (4.1 M)
 DH2892'SOUTHWEST OF THE NORTHEAST EDGE OF THE PAVEMENT, 13.2 FT (4.0 M)
 DH2892'NORTHWEST OF THE SOUTHEAST EDGE OF THE PAVEMENT, AT THE WEST CORNER OF
 DH2892'THE PAVEMENT SECTION AWAY FROM BOTH EDGES OF THE PAVEMENT.
 DH2892'THE STATION IS MARKED BY A STANDARD NOS DISK SET IN A DRILL HOLE IN
 DH2892'THE TAXIWAY AND STAMPED ASN A 1984.
 DH2892'FOR ACCESS TO AIRPORT AND STATION, CONTACT MR. MIKE J. MCWILLIAMS,
 DH2892'AIRPORT MANAGER, P.O. BOX 777, TALLADEGA, AL, 35160, PHONE (205)
 DH2892'362-6661.
 DH2892'DESCRIBED AND RECOVERED BY RALPH A. HARRELL, 27 MARCH 1993, NOAA.
 DH2892
 DH2892                          STATION RECOVERY (1984)
 DH2892
 DH2892'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DH2892'THIS STATION IS LOCATED AT THE TALLADEGA MUNICIPAL AIRPORT NEAR THE
 DH2892'WEST END OF THE FIELD.  THE STATION IS SET IN THE SURFACE OF A CLOSED
 DH2892'RUNWAY THAT IS NOW USED AS TAXIWAY.  IT IS 13.4 FT (4.1 M) SW OF THE
 DH2892'NE EDGE OF THE PAVEMENT, 13.2 FT (4.0 M) NW OF THE SE EDGE OF THE
 DH2892'PAVEMENT, AT THE WEST CORNER OF THE PAVEMENT ONE SECTION AWAY FROM
 DH2892'BOTH EDGES OF THE PAVEMENT.  THIS STATION IS MARKED BY A STANDARD
 DH2892'NATIONAL OCEAN SURVEY DISK SET IN A DRILL HOLE IN THE TAXIWAY.  IT IS
 DH2892'STAMPED ASN A 1984.
 DH2892
 DH2892                          STATION RECOVERY (1993)
 DH2892
 DH2892'RECOVERED 1993
 DH2892'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2893 ***********************************************************************
 DH2893  SACS        -  This is a Secondary Airport Control Station.
 DH2893  DESIGNATION -  ASN B
 DH2893  PID         -  DH2893
 DH2893  STATE/COUNTY-  AL/TALLADEGA
 DH2893  USGS QUAD   -  EASTABOGA (1972)
 DH2893
 DH2893                         *CURRENT SURVEY CONTROL
 DH2893  ___________________________________________________________________
 DH2893* NAD 83(1992)-  33 34 14.11056(N)    086 03 03.07720(W)     ADJUSTED  
 DH2893* NAVD 88     -       157.28   (+/-2cm)     516.0    (feet)  VERTCON   
 DH2893  ___________________________________________________________________
 DH2893  X           -     366,383.623 (meters)                     COMP
 DH2893  Y           -  -5,307,219.842 (meters)                     COMP
 DH2893  Z           -   3,506,931.139 (meters)                     COMP
 DH2893  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DH2893  ELLIP HEIGHT-         128.43  (meters)          (07/29/02) GPS OBS
 DH2893  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH2893
 DH2893  HORZ ORDER  -  B
 DH2893  VERT ORDER  -  THIRD ? (See Below)
 DH2893  ELLP ORDER  -  FOURTH    CLASS II
 DH2893
 DH2893.This mark is at Talladega Airport (ASN)
 DH2893
 DH2893.The horizontal coordinates were established by GPS observations
 DH2893.and adjusted by the National Geodetic Survey in June 1994..
 DH2893
 DH2893.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2893.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2893
 DH2893.GPS derived orthometric heights for airport stations designated as
 DH2893.PACS or SACS are published to 2 decimal places.  This maintains
 DH2893.centimeter relative accuracy between the PACS and SACS.  It does
 DH2893.not indicate centimeter accuracy relative to other marks which are
 DH2893.part of the NAVD 88 network.
 DH2893.The vertical order pertains to the NGVD 29 superseded value.
 DH2893
 DH2893.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2893
 DH2893.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2893
 DH2893.The ellipsoidal height was determined by GPS observations
 DH2893.and is referenced to NAD 83.
 DH2893
 DH2893.The geoid height was determined by GEOID03.
 DH2893
 DH2893;                    North         East     Units Scale Factor Converg.
 DH2893;SPC AL E     -   340,497.354   179,804.563   MT  0.99996503   -0 07 13.0
 DH2893;UTM  16      - 3,714,948.588   588,091.667   MT  0.99969567   +0 31 29.6
 DH2893
 DH2893!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2893!SPC AL E     -   0.99997984  x   0.99996503  =   0.99994487
 DH2893!UTM  16      -   0.99997984  x   0.99969567  =   0.99967551
 DH2893
 DH2893                          SUPERSEDED SURVEY CONTROL
 DH2893
 DH2893  ELLIP H (06/29/94)  128.50   (m)                       GP(       ) 4 1
 DH2893  NGVD 29 (06/29/94)  157.20   (m)          515.7    (f) LEVELING    3  
 DH2893
 DH2893.Superseded values are not recommended for survey control.
 DH2893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2893.See file dsdata.txt to determine how the superseded data were derived.
 DH2893
 DH2893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8809214949(NAD 83)
 DH2893_MARKER: DD = SURVEY DISK
 DH2893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2893_SP_SET: CONCRETE POST
 DH2893_STAMPING: ASN B 1984
 DH2893_MARK LOGO: NOS   
 DH2893_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2893+STABILITY: SURFACE MOTION
 DH2893_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2893+SATELLITE: SATELLITE OBSERVATIONS - March 08, 2003
 DH2893
 DH2893  HISTORY     - Date     Condition        Report By
 DH2893  HISTORY     - 1984     MONUMENTED       NOS
 DH2893  HISTORY     - 19841231 GOOD             NGS
 DH2893  HISTORY     - 19930330 GOOD
 DH2893  HISTORY     - 20030308 GOOD             JCLS
 DH2893
 DH2893                          STATION DESCRIPTION
 DH2893
 DH2893'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 DH2893'THE STATION IS LOCATED ON THE TALLADEGA AIRPORT, TALLADEGA, ALABAMA
 DH2893'NEAR THE MAIN TAXIWAY 21-3 INTERSECTION WITH TAXIWAY A2.
 DH2893'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND
 DH2893'ALABAMA ROUTE 77 (EXIT 168), AND PROCEED SOUTHERLY FOR 0.8 MI
 DH2893'(1.3 KM) TO ROAD LEFT (TALLAGEDA SPEEDWAY BLVD), TURN LEFT AND GO
 DH2893'EASTERLY 4.40 MI (7.08 KM) TO ROAD RIGHT, TURN RIGHT AND GO SOUTH
 DH2893'0.55 MI (0.89 KM) TO AIRPORT TERMINAL BUILDING AND RAMP.
 DH2893'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND COUNTY
 DH2893'ROAD 93 (EXIT 173), AND GO SOUTHERLY AND WESTERLY ON THE TALLADEGA
 DH2893'SPEEDWAY BLVD FOR 1.75 MI (2.82 KM) TO A ROAD LEFT, TURN LEFT AND GO
 DH2893'SOUTHERLY FOR 0.55 MI (0.89 KM) TO AIRPORT TERMINAL BUILDING AND
 DH2893'RAMP.
 DH2893'TO REACH THE STATION FROM THE TERMINAL RAMP, PROCEED SOUTH-SOUTHEAST
 DH2893'ON TERMINAL RAMP FOR 0.1 MI (0.2 KM) TO TAXIWAY A2 AND STATION ON THE
 DH2893'LEFT. THE STATION IS 91.1 FT (27.8 M) NORTHWEST OF THE NORTHWEST EDGE
 DH2893'OF THE RUNWAY, 83.6 FT (25.5 M) SOUTHEAST OF THE SOUTHEAST EDGE OF
 DH2893'TAXIWAY 21-33, 81.8 FT (24.9 M) NORTHWEST OF THE TAXIWAY SIGN, 21.8
 DH2893'FT (6.6 M) NORTHEAST OF THE NORTHEAST EDGE OF TAXIWAY A2 AND 2.0 FT
 DH2893'(0.6 M) SOUTHWEST OF AND ON LINE WITH THE EAST EDGE OF THE HEADWALL.
 DH2893'THE STATION IS MARKED WITH A STANDARD NOS DISK SET IN A 12 INCH
 DH2893'CONCRETE POST THAT IS FLUSHED WITH THE GROUND AND STAMPED ASN B 1984.
 DH2893'FOR ACCESS TO AIRPORT AND STATION, CONTACT MR. MIKE J. MCWILLIAMS,
 DH2893'AIRPORT MANAGER, P.O. BOX 777, TALLAGEDA, AL, 35160, PHONE (205)
 DH2893'362-6661.
 DH2893'DESCRIBED AND RECOVERED BY RALPH A. HARRELL, 27 MARCH 1993, NOAA.
 DH2893
 DH2893                          STATION RECOVERY (1984)
 DH2893
 DH2893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DH2893'THIS STATION IS LOCATED AT THE TALLADEGA MUNICIPAL AIRPORT NEAR THE
 DH2893'CENTER OF THE FIELD.  IT IS NEAR THE INTERSECTION OF THE TAXIWAY
 DH2893'LEADING FROM THE TERMINAL RAMP AND THE RUNWAY, 91.1 FT (27.8 M) NW OF
 DH2893'THE NW EDGE OF THE RUNWAY, 83.6 FT (25.5 M) SE OF THE SE EDGE OF THE
 DH2893'PARALLEL TAXIWAY, 81.8 FT (24.9 M) NW OF THE TAXIWAY SIGN, 21.8 FT
 DH2893'(6.6 M) NE OF THE NE EDGE OF THE CROSSOVER TAXIWAY, AND 2.0 FT (0.6 M)
 DH2893'SW OF AND ON LINE WITH THE EAST EDGE OF THE HEADWALL.  THE STATION IS
 DH2893'MARKED WITH A STANDARD NATIONAL OCEAN SURVEY DISK SET IN A 12 INCH
 DH2893'CONCRETE POST THAT IS FLUSH WITH THE GROUND.  IT IS STAMPED ASN B
 DH2893'1984.
 DH2893
 DH2893                          STATION RECOVERY (1993)
 DH2893
 DH2893'RECOVERED 1993
 DH2893'RECOVERED IN GOOD CONDITION.
 DH2893
 DH2893                          STATION RECOVERY (2003)
 DH2893
 DH2893'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DH2893'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2894 ***********************************************************************
 DH2894  SACS        -  This is a Secondary Airport Control Station.
 DH2894  DESIGNATION -  ASN C
 DH2894  PID         -  DH2894
 DH2894  STATE/COUNTY-  AL/TALLADEGA
 DH2894  USGS QUAD   -  EASTABOGA (1972)
 DH2894
 DH2894                         *CURRENT SURVEY CONTROL
 DH2894  ___________________________________________________________________
 DH2894* NAD 83(1992)-  33 34 37.58890(N)    086 02 44.37404(W)     ADJUSTED  
 DH2894* NAVD 88     -       160.85   (+/-2cm)     527.7    (feet)  VERTCON   
 DH2894  ___________________________________________________________________
 DH2894  X           -     366,837.477 (meters)                     COMP
 DH2894  Y           -  -5,306,790.517 (meters)                     COMP
 DH2894  Z           -   3,507,535.832 (meters)                     COMP
 DH2894  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DH2894  ELLIP HEIGHT-         132.04  (meters)          (07/29/02) GPS OBS
 DH2894  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH2894
 DH2894  HORZ ORDER  -  B
 DH2894  VERT ORDER  -  THIRD ? (See Below)
 DH2894  ELLP ORDER  -  FOURTH    CLASS II
 DH2894
 DH2894.This mark is at Talladega Airport (ASN)
 DH2894
 DH2894.The horizontal coordinates were established by GPS observations
 DH2894.and adjusted by the National Geodetic Survey in June 1994..
 DH2894
 DH2894.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2894.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2894
 DH2894.GPS derived orthometric heights for airport stations designated as
 DH2894.PACS or SACS are published to 2 decimal places.  This maintains
 DH2894.centimeter relative accuracy between the PACS and SACS.  It does
 DH2894.not indicate centimeter accuracy relative to other marks which are
 DH2894.part of the NAVD 88 network.
 DH2894.The vertical order pertains to the NGVD 29 superseded value.
 DH2894
 DH2894.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2894
 DH2894.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2894
 DH2894.The ellipsoidal height was determined by GPS observations
 DH2894.and is referenced to NAD 83.
 DH2894
 DH2894.The geoid height was determined by GEOID03.
 DH2894
 DH2894;                    North         East     Units Scale Factor Converg.
 DH2894;SPC AL E     -   341,219.686   180,288.398   MT  0.99996479   -0 07 02.7
 DH2894;UTM  16      - 3,715,676.127   588,567.210   MT  0.99969670   +0 31 40.2
 DH2894
 DH2894!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2894!SPC AL E     -   0.99997927  x   0.99996479  =   0.99994406
 DH2894!UTM  16      -   0.99997927  x   0.99969670  =   0.99967598
 DH2894
 DH2894                          SUPERSEDED SURVEY CONTROL
 DH2894
 DH2894  ELLIP H (06/29/94)  132.10   (m)                       GP(       ) 4 1
 DH2894  NGVD 29 (06/29/94)  160.77   (m)          527.5    (f) LEVELING    3  
 DH2894
 DH2894.Superseded values are not recommended for survey control.
 DH2894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2894.See file dsdata.txt to determine how the superseded data were derived.
 DH2894
 DH2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8856715676(NAD 83)
 DH2894_MARKER: DD = SURVEY DISK
 DH2894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2894_SP_SET: CONCRETE POST
 DH2894_STAMPING: ASN C 1984
 DH2894_MARK LOGO: NOS   
 DH2894_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2894+STABILITY: SURFACE MOTION
 DH2894_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2894+SATELLITE: SATELLITE OBSERVATIONS - March 29, 1993
 DH2894
 DH2894  HISTORY     - Date     Condition        Report By
 DH2894  HISTORY     - 1984     MONUMENTED       NOS
 DH2894  HISTORY     - 19841231 GOOD             NGS
 DH2894  HISTORY     - 19930329 GOOD
 DH2894
 DH2894                          STATION DESCRIPTION
 DH2894
 DH2894'DESCRIBED BY NATIONAL OCEAN SERVICE 1984
 DH2894'THE STATION IS LOCATED ON THE TALLADEGA AIRPORT, TALLADEGA, ALABAMA
 DH2894'NEAR THE APPROACH END OF RUNWAY 21.
 DH2894'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND
 DH2894'ALABAMA ROUTE 77 (EXIT 168), AND PROCEED SOUTHERLY FOR 0.8 MI
 DH2894'(1.3 KM) TO ROAD LEFT (TALLADEGA SPEEDWAY BLVD), TURN LEFT AND GO
 DH2894'EASTERLY 4.40 MI (7.08 KM) TO ROAD RIGHT, TURN RIGHT AND GO SOUTHERLY
 DH2894'0.55 MI (0.89 KM) TO THE AIRPORT TERMINAL BUILDING AND RAMP.
 DH2894'TO REACH THE STATION FROM THE INTERSECTION OF INTERSTATE 20 AND
 DH2894'COUNTRY ROUTE 93 (EXIT 173), AND GO SOUTHERLY AND WESTERLY ON THE
 DH2894'TALLADEGA SPEEDWAY BLVD FOR 1.75 MI (2.82 KM) TO A ROAD LEFT, TURN
 DH2894'LEFT AND GO SOUTHERLY 0.55 MI (0.89 KM) TO THE AIRPORT TERMINAL
 DH2894'BUILDING AND RAMP.
 DH2894'TO REACH THE STATION FROM THE TERMINAL RAMP, PROCEED SOUTHEAST ON
 DH2894'TERMINAL RAMP FOR 0.1 MI (0.2 KM) TO MAIN 21-3 TAXIWAY.  TURN LEFT
 DH2894'AND PROCEED NORTH FOR 0.47 MI (0.76 KM) TO TAXIWAY A AND STATION ON
 DH2894'THE LEFT. THE STATION IS 230.98 FT (70.40 M) NORTHWEST OF THE CENTER
 DH2894'LINE END RUNWAY 21 AND 51.5 FT (15.7 M) NORTHEAST OF THE NORTHEAST
 DH2894'EDGE OF TAXIWAY A.
 DH2894'THE STATION IS MARKED WITH A STANDARD NOS DISK SET IN A 12 INCH
 DH2894'CONCRETE POST THAT IS FLUSH WITH THE GROUND AND STAMPED ASN C 1984.
 DH2894'FOR ACCESS TO THE AIIRPORT AND STATION, CONTACT MR. MIKE J.
 DH2894'MCWILLIAMS, AIRPORT MANAGER, P.O. BOX 777, TALLADEGA, AL, 35160,
 DH2894'PHONE (205)362-6661.
 DH2894'DESCRIBED AND RECOVERED BY RALPH A. HARRELL, 27 MARCH 1993, NOAA.
 DH2894
 DH2894                          STATION RECOVERY (1984)
 DH2894
 DH2894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DH2894'THIS STATION IS LOCATED AT THE TALLADEGA MUNICIPAL AIRPORT NEAR THE
 DH2894'NORTHEAST END OF THE FIELD.  THE STATION IS NEAR THE APPROACH END OF
 DH2894'RUNWAY 21, IT IS 230.98 FT (70.40 M) NW OF THE C/L END OF RWY 21, 51.5
 DH2894'FT (15.7 M) NE OF THE NE EDGE OF THE TAXIWAY JOINING THE END OF RUNWAY
 DH2894'21 WITH THE PARALLEL TAXIWAY AND ON LINE WITH THE SOUTHWEST EDGE OF
 DH2894'THE PARALLEL TAXIWAY.  THE STATION IS MARKED WITH A STANDARD NATIONAL
 DH2894'OCEAN SURVEY DISK SET IN A 12 INCH CONCRETE POST THAT IS FLUSH WITH
 DH2894'THE GROUND.  IT IS STAMPED ASN C 1984.
 DH2894
 DH2894                          STATION RECOVERY (1993)
 DH2894
 DH2894'RECOVERED 1993
 DH2894'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0053 ***********************************************************************
 BH0053  DESIGNATION -  ASTRONOMICAL STATION
 BH0053  PID         -  BH0053
 BH0053  STATE/COUNTY-  AL/MOBILE
 BH0053  USGS QUAD   -  MOBILE (1982)
 BH0053
 BH0053                         *CURRENT SURVEY CONTROL
 BH0053  ___________________________________________________________________
 BH0053* NAD 83(1986)-  30 41 32.     (N)    088 02 34.     (W)     SCALED    
 BH0053* NAVD 88     -         4.603  (meters)      15.10   (feet)  POSTED    
 BH0053  ___________________________________________________________________
 BH0053  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH0053  DYNAMIC HT  -           4.600 (meters)      15.09  (feet)  COMP
 BH0053  MODELED GRAV-     979,343.0   (mgal)                       NAVD 88
 BH0053
 BH0053  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BH0053
 BH0053.The horizontal coordinates were scaled from a topographic map and have
 BH0053.an estimated accuracy of +/- 6 seconds.
 BH0053
 BH0053.The orthometric height was determined by differential leveling
 BH0053.and adjusted by the National Geodetic Survey in 1992..
 BH0053.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BH0053.rate of 4.1 thru 8.0 mm/km.
 BH0053.WARNING-Repeat measurements at this control monument indicate possible
 BH0053.vertical movement.
 BH0053
 BH0053.The geoid height was determined by GEOID03.
 BH0053
 BH0053.The dynamic height is computed by dividing the NAVD 88
 BH0053.geopotential number by the normal gravity value computed on the
 BH0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0053.degrees latitude (g = 980.6199 gals.).
 BH0053
 BH0053.The modeled gravity was interpolated from observed gravity values.
 BH0053
 BH0053;                    North         East    Units  Estimated Accuracy
 BH0053;SPC AL W     -    76,860.      548,000.      MT  (+/- 180 meters Scaled)
 BH0053
 BH0053                          SUPERSEDED SURVEY CONTROL
 BH0053
 BH0053  NGVD 29 (??/??/??)    4.625  (m)           15.17   (f) ADJUSTED    2 0
 BH0053
 BH0053.Superseded values are not recommended for survey control.
 BH0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0053.See file dsdata.txt to determine how the superseded data were derived.
 BH0053
 BH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU001959(NAD 83)
 BH0053_MARKER: X = CHISELED CROSS
 BH0053_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0053_SP_SET: PIER
 BH0053_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0053
 BH0053  HISTORY     - Date     Condition        Report By
 BH0053  HISTORY     - UNK      MONUMENTED       CGS
 BH0053  HISTORY     - 1944     MARK NOT FOUND   CGS
 BH0053
 BH0053                          STATION DESCRIPTION
 BH0053
 BH0053'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BH0053'IN MOBILE.
 BH0053'AT MOBILE, MOBILE COUNTY, IN BIENVILLE PARK, ABOUT 90 FEET EAST OF THE
 BH0053'EAST CURB OF CONCEPTION STREET, 43.5 FEET SOUTH OF THE CENTER WALK
 BH0053'LEADING FROM CONCEPTION STREET INTO THE PARK, AT THE OLD LONGITUDE
 BH0053'PIER, AND IN THE TOP OF THE WEST END.  THE OLD HYDROGRAPHIC BENCH
 BH0053'MARK.  A CHISELED CROSS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1419 ***********************************************************************
 BV1419  DESIGNATION -  ATCHINSON
 BV1419  PID         -  BV1419
 BV1419  STATE/COUNTY-  AL/WASHINGTON
 BV1419  USGS QUAD   -  BIGBEE (1981)
 BV1419
 BV1419                         *CURRENT SURVEY CONTROL
 BV1419  ___________________________________________________________________
 BV1419* NAD 83(1992)-  31 36 57.09791(N)    088 08 31.44591(W)     ADJUSTED  
 BV1419* NAVD 88     -        90.0    (meters)     295.     (feet)  VERTCON   
 BV1419  ___________________________________________________________________
 BV1419  LAPLACE CORR-          -1.71  (seconds)                    DEFLEC99
 BV1419  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BV1419
 BV1419  HORZ ORDER  -  FIRST
 BV1419
 BV1419.The horizontal coordinates were established by classical geodetic methods
 BV1419.and adjusted by the National Geodetic Survey in May 1994..
 BV1419
 BV1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1419
 BV1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1419
 BV1419.The geoid height was determined by GEOID03.
 BV1419
 BV1419;                    North         East     Units Scale Factor Converg.
 BV1419;SPC AL W     -   179,311.322   539,080.846   MT  0.99997909   -0 20 11.7
 BV1419;UTM  16      - 3,498,424.022   391,674.965   MT  0.99974472   -0 35 55.5
 BV1419
 BV1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1419!SPC AL W     -   0.99999022  x   0.99997909  =   0.99996931
 BV1419!UTM  16      -   0.99999022  x   0.99974472  =   0.99973494
 BV1419
 BV1419|---------------------------------------------------------------------|
 BV1419| PID    Reference Object                     Distance      Geod. Az  |
 BV1419|                                                           dddmmss.s |
 BV1419| CF9341 ATCHINSON RM 1                       24.683 METERS 09710     |
 BV1419| CF9340 ATCHINSON AZ MK                                    1760042.8 |
 BV1419| BV1444 TURNER                              APPROX.22.6 KM 1760344.5 |
 BV1419| CF9342 ATCHINSON RM 2                       25.386 METERS 24253     |
 BV1419|---------------------------------------------------------------------|
 BV1419
 BV1419                          SUPERSEDED SURVEY CONTROL
 BV1419
 BV1419  NAD 83(1992)-  31 36 57.09804(N)    088 08 31.44564(W) AD(       ) 1
 BV1419  NAD 83(1986)-  31 36 57.11410(N)    088 08 31.44861(W) AD(       ) 1
 BV1419  NAD 27      -  31 36 56.52900(N)    088 08 31.42000(W) AD(       ) 1
 BV1419  NGVD 29 (07/19/86)   90.0    (m)          295.     (f) VERT ANG       
 BV1419
 BV1419.Superseded values are not recommended for survey control.
 BV1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1419.See file dsdata.txt to determine how the superseded data were derived.
 BV1419
 BV1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9167598424(NAD 83)
 BV1419_MARKER: DS = TRIANGULATION STATION DISK
 BV1419_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1419
 BV1419  HISTORY     - Date     Condition        Report By
 BV1419  HISTORY     - 1938     MONUMENTED       CGS
 BV1419  HISTORY     - 1939     GOOD             CGS
 BV1419  HISTORY     - 1956     GOOD             CGS
 BV1419  HISTORY     - 1969     GOOD             USGS
 BV1419  HISTORY     - 1973     GOOD             NGS
 BV1419
 BV1419                          STATION DESCRIPTION
 BV1419
 BV1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BV1419'STATION IS ON A PROMINENT HILL, IN THE SE QUARTER OF SEC. 35, T 8 N,
 BV1419'R 2 W, APPROXIMATELY 12 MILES AIR LINE NE FROM CHATOM, AND 11 MILES
 BV1419'AIR LINE SE FROM CULLOMBURG. STATION IS ON HIGHEST POINT OF HILL,
 BV1419'15.5 FEET SSW OF 12-INCH OAK BLAZED WITH NEW TRIANGULAR BLAZE, 27
 BV1419'FEET ESE OF 12-INCH OAK BLAZED WITH ONE NEW AND TWO OLD
 BV1419'TRIANGULAR BLAZES. LAND IS OWNED BY EDD ATCHINSON OF SELMA,
 BV1419'ALABAMA. DISK IS STAMPED ATCHINSON, 1938, AND MARK PROTRUDES 10
 BV1419'INCHES.
 BV1419'
 BV1419'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1419'BRONZE DISKS SET IN CONCRETE.
 BV1419'
 BV1419'REFERENCE MARK NO. 1 IS E OF STATION, ABOUT 6 FEET BELOW LEVEL OF
 BV1419'STATION MARK. DISK IS STAMPED ATCHINSON, NO. 1, 1938, AND MARK
 BV1419'PROTRUDES 9 INCHES.
 BV1419'
 BV1419'REFERENCE MARK NO. 2 IS SW OF STATION, APPROXIMATELY 6 FEET LOWER
 BV1419'THAN STATION MARK. DISK IS STAMPED ATCHINSON, NO. 2, 1938, AND MARK
 BV1419'PROTRUDES 8 INCHES.
 BV1419'
 BV1419'AZIMUTH MARK IS S OF STATION, APPROXIMATELY 40 FEET LOWER THAN
 BV1419'STATION MARK. MARK IS 15 FEET S OF THE CENTER LINE OF TRAIL LEADING
 BV1419'TO STATION, 27 FEET W OF TWO 12-INCH BLAZED PINE TREES WHICH ARE ON
 BV1419'EACH SIDE OF TRAIL. DISK IS STAMPED ATCHINSON, 1938, AND MARK
 BV1419'PROTRUDES 8 INCHES. IT WAS NOT POSSIBLE TO PLACE MARK AT A
 BV1419'GREATER DISTANCE BECAUSE OF LARGE TREES.
 BV1419'
 BV1419'TO REACH FROM BIGBEE AT CROSSROADS, STORE AND POST OFFICE IN NE
 BV1419'CORNER OF INTERSECTION, GO S ON LEROY ROAD FOR 1.35 MILES TO A WOODS
 BV1419'ROAD TO LEFT (N), TURN LEFT AND GO 30 YARDS TO FORK. TAKE RIGHT
 BV1419'FORK AND GO 100 YARDS TO ANOTHER FORK. TAKE RIGHT FORK AND GO 0.1
 BV1419'MILE TO OLD WELL TO LEFT. CONTINUE FOR 0.15 MILE TO FORK AND
 BV1419'TRIPLE- NOTCHED BLAZED TREE. TAKE LEFT FORK AND GO 0.25 MILE
 BV1419'TO FORK (NEGRO HOUSE IN FIELD ON LEFT). TAKE LEFT FORK FOR 10
 BV1419'YARDS, THEN CUT RIGHT ACROSS CREEK. (THIS MISSES FARM BRIDGE WHICH
 BV1419'WILL NOT SUPPORT TRUCK).  CONTINUE 0.05 MILE TO A CROSS TRAIL. KEEP
 BV1419'STRAIGHT AND GO 40 YARDS TO TRAIL FORK AT TRIPLE-NOTCHED TREE.
 BV1419'TAKE LEFT TRAIL AND GO 40 YARDS TO CROSS TRAIL. KEEP STRAIGHT AND GO
 BV1419'0.15 MILE TO FORK. TAKE RIGHT MAIN FORK AND GO 0.05 MILE, CROSS
 BV1419'OVER A SMALL POLE BRIDGE, AND CONTINUE 0.03 MILE TO A
 BV1419'TRIPLE-NOTCHED TREE. TURN SHARP LEFT AND FOLLOW BLAZES UP HILL
 BV1419'0.2 MILE TO BASE OF LAST RISE OF HILL. TURN LEFT AND GO 0.1 MILE
 BV1419'ALONG E SIDE OF HILL, FOLLOWING BLAZES TO S END OF HILL. TURN
 BV1419'RIGHT, FOLLOWING BLAZES AND GO 0.05 MILE UP END OF HILL TO TWO
 BV1419'BLAZED OAKS AND STATION.
 BV1419'
 BV1419'TO REACH FROM ST. STEPHENS, GO NW ON THE BIGBEE ROAD FOR 7.8 MILES
 BV1419'TO WOODS ROAD RIGHT AND CONTINUE AS ABOVE.
 BV1419'
 BV1419'NOT PRACTICABLE TO TAPE BETWEEN REFERENCE MARKS.
 BV1419'
 BV1419'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1419
 BV1419                          STATION RECOVERY (1939)
 BV1419
 BV1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1419'THE STATION MARK, AND REFERENCE MARKS NO. 1 AND 2,
 BV1419'AND THE AZIMUTH MARK, WERE ALL RECOVERED IN
 BV1419'EXCELLENT CONDITION.
 BV1419'
 BV1419'THE STATION IS ON A PROMINENT HILL, IN THE SE 1/4 OF SEC. 35, T 8 N,
 BV1419'R 2 W, 12 MILES NE OF CHATOM, 11 MILES SE OF CULLOMBURG, AND ABOUT
 BV1419'1.0 MILE SE OF THE BIGBEE POST OFFICE.
 BV1419'
 BV1419'THE AZIMUTH MARK IS ABOUT 150 YARDS S OF THE STATION, AT THE BOTTOM
 BV1419'OF THE S SLOPE OF THE HILL. 15 FEET S OF THE CENTER LINE OF A ROAD
 BV1419'LEADING TO THE STATION AND 27 FEET W OF TWO 12-INCH BLAZED PINE
 BV1419'TREES WHICH ARE ON EACH SIDE OF THE TRAIL. THE MARK, PROJECTS 8
 BV1419'INCHES ABOVE THE GROUND. LARGE TREES PREVENTED THE MARK FROM
 BV1419'BEING ANY FARTHER FROM THE STATION.
 BV1419'
 BV1419'REFERENCE MARK NO. 1 IS 80.9 FEET ESE OF THE STATION AND ON THE S
 BV1419'SLOPE OF THE RIDGE. IT IS 14 FEET NW OF A SPLIT OAK TREE AND
 BV1419'PROJECTS 6 INCHES ABOVE THE GROUND.
 BV1419'
 BV1419'REFERENCE MARK NO. 2 IS 83.28 FEET WSW OF THE STATION ON THE S SLOPE
 BV1419'OF THE RIDGE. IT IS 7 FEET SSW OF A DOUBLE PINE TREE AND PROJECTS 8
 BV1419'INCHES ABOVE THE GROUND.
 BV1419'
 BV1419'TO REACH THE STATION FROM BIGBEE POST OFFICE DRIVE S ON THE LEROY
 BV1419'ROAD FOR 1.35 MILES TO A WOODS ROAD TO THE N. TURN LEFT AND DRIVE 30
 BV1419'YARDS TO A FORK. TAKE THE RIGHT FORK AND DRIVE 100 YARDS TO ANOTHER
 BV1419'FORK. TAKE THE RIGHT FORK AND DRIVE 0.1 MILE TO AN OLD WELL ON THE
 BV1419'LEFT. CONTINUE 0.15 MILE TO A FORK AND TRIPLE-NOTCHED BLAZED
 BV1419'TREE.  TAKE THE LEFT FORK AND DRIVE 0.25 MILE TO A FORK AND A
 BV1419'NEGRO HOUSE IN THE FIELD TO THE LEFT. TAKE THE LEFT FORK FOR 10
 BV1419'YARDS THEN CUT RIGHT ACROSS A CREEK (THIS MISSES A FARM BRIDGE WHICH
 BV1419'WILL NOT SUPPORT A TRUCK). CONTINUE 0.05 MILE TO A CROSS TRAIL,
 BV1419'THEN KEEP STRAIGHT AHEAD AND DRIVE 40 YARDS TO A TRAIL FORK AT A
 BV1419'TRIPLE-NOTCHED TREE. TAKE THE LEFT TRAIL AND DRIVE 40 YARDS TO A
 BV1419'CROSS TRAIL. CONTINUE STRAIGHT AHEAD AND DRIVE 0.15 MILE TO A FORK.
 BV1419'TAKE THE RIGHT, MAIN FORK, AND DRIVE 0.05 MILE THEN CROSS OVER A
 BV1419'SMALL POLE BRIDGE AND CONTINUE 0.03 MILE TO A TRIPLE-NOTCHED
 BV1419'TREE. THEN TURN SHARP LEFT AND FOLLOW THE BLAZES UP HILL 0.2 MILE
 BV1419'TO THE BASE OF THE LAST RISE OF THE HILL.  TURN LEFT AND DRIVE 0.1
 BV1419'MILE ALONG THE E SIDE OF THE HILL. HERE FOLLOW THE BLAZES TO
 BV1419'THE S END OF THE HILL. TURN RIGHT AND FOLLOW THE BLAZES 0.05
 BV1419'MILE UP TO THE TOP OF THE HILL TO TWO BLAZED OAKS AND THE
 BV1419'STATION ON THE HIGHEST PART OF THE HILL. THE STATION IS JUST W OF
 BV1419'WHERE THE RIDGE SLOPES TO THE E, 120 PACES E OF THE N AND S
 BV1419'FENCE LINE AT THE W END OF A RIDGE, 5 PACES S OF THE CENTER OF THE
 BV1419'RIDGE. 15 FEET WSW OF A TRIANGULAR-BLAZED OAK TREE. 26.6 FEET SE OF
 BV1419'A TRIPLE-BLAZED OAK TREE AND 17 FEET E OF A 17-INCH OAK STUMP. THE
 BV1419'MARK PROJECTS 8 INCHES ABOVE GROUND.
 BV1419'
 BV1419'A 90-FOOT TOWER IS NEEDED TO CLEAR ALL LINES.
 BV1419
 BV1419                          STATION RECOVERY (1956)
 BV1419
 BV1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1419'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE
 BV1419'DIRECTION TO R.M. 1 CHECKED WITHIN 22 SECONDS. THE DIRECTION TO R.M.
 BV1419'2 WAS DIFFERENT FROM THE ORIGINAL OBSERVATIONS BY 90 SECONDS. THE
 BV1419'DISTANCES TO R.M. 1 AND R.M. 2 WAS FOUND TO BE 0.03 FOOT AND 0.04
 BV1419'FOOT LONGER RESPECTIVELY THAN THE ORIGINAL MEASURMENTS. ALL 1956
 BV1419'MEASURMENTS AND DIRECTIONS WERE CHECKED. THE 12 INCH OAK TREE
 BV1419'MENTIONED AS A REFERENCE POINT TO THE STATION HAS BEEN CUT
 BV1419'DOWN.  THERE IS ALSO IS A NEW PROPERTY OWNER.
 BV1419'
 BV1419'A COMPLETE NEW DESCRIPITON FOLLOWS.
 BV1419'
 BV1419'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF CHATOM, 9 MILES
 BV1419'EAST OF MILLRY, 1 MILE EAST OF THE SMALL VILLAGE OF BIGBEE AND IS
 BV1419'ON THE HIGHEST POINT OF A PROMINENT HILL. THE STATION IS ON
 BV1419'PROPERTY OWNED BY MR. H. M. FAITH. IT IS 26 FEET SOUTH OF THE
 BV1419'CENTER OF A WOODS ROAD LEADING TO THE STATION, 26 FEET
 BV1419'SOUTHWEST OF AN 18 INCH PINE TREE, 15 FEET SOUTHWEST OF A 14 INCH
 BV1419'OAK TREE AND 2 FEET SOUTH OF A WHITE WITNESS POST. THE MARK
 BV1419'PROJECTS 8 INCHES AND THE DISK IS STAMPED ATCHINSON 1938.
 BV1419'
 BV1419'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 BV1419'WASHINGTON COUNTY HIGHWAY NO. 34 IN MILLRY, GO EAST ON WASHINGTON
 BV1419'COUNTY HIGHWAY NO. 34 FOR 10.05 MILES TO A CROSSROAD IN THE VILLAGE
 BV1419'OF BIGBEE. CONTINUE STRAIGHT AHEAD AND GO SOUTHEAST ON HIGHWAY 34
 BV1419'FOR 0.7 MILE TO A WOODS ROAD LEFT JUST AFTER PASSING A HOUSE ON
 BV1419'THE RIGHT. TURN LEFT AND GO EAST ON WOODS ROAD FOR 0.2 MILE TO A
 BV1419'WOOD GATE. PASS THROUGH GATE AND CONTINUE EAST ON WOODS ROAD FOR
 BV1419'0.45 MILE TO A CLEARING. FOLLOW TRACK ROAD NORTHEAST ACROSS FIELD
 BV1419'FOR 0.05 MILE TO A WOODS ROAD AT THE SOUTHWEST EDGE OF THE WOODS.
 BV1419'FOLLOW WOODS ROAD UP STEEP HILL FOR 0.25 MILE TO THE STATION ON
 BV1419'THE HIGHEST PART OF HILL.
 BV1419'
 BV1419'REFERENCE MARK 1 IS ON THE SOUTHEAST SLOPE OF HILL AND IS ABOUT 6
 BV1419'FEET LOWER THAN THE STATION. THE MARK PROJECTS 9 INCHES AND THE DISK
 BV1419'IS STAMPED ATCHINSON NO 1 1938.
 BV1419'
 BV1419'REFERENCE MARK 2 IS ON THE SOUTHWEST SLOPE OF HILL AND IS ABOUT 6
 BV1419'FEET LOWER THAN THE STATION. THE MARK PROJECTS 6 INCHES AND THE DISK
 BV1419'IS STAMPED ATCHINSON NO 2 1938.
 BV1419'
 BV1419'THE AZIMUTH MARK IS ABOUT 110 YDS. SOUTH OF THE STATION,
 BV1419'APPROXIMATELY 40 FEET LOWER THAN THE STATION AND 15 FEET SOUTH OF A
 BV1419'WOODS TRAIL. THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 BV1419'ATCHINSON 1938.
 BV1419'
 BV1419'DISTANCES AND DIRECTIONS TO OBJECTS VISIBLE FROM THE GROUND.
 BV1419
 BV1419                          STATION RECOVERY (1969)
 BV1419
 BV1419'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (HPF)
 BV1419'STATION AND REF. MKS. FOUND IN GOOD CONDITION. LOCATED IN HEAVY
 BV1419'TIMBER. DOUBTFUL IF A PANEL WOULD SHOW UNLESS TIMBER IS CLEARED.
 BV1419
 BV1419                          STATION RECOVERY (1973)
 BV1419
 BV1419'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 BV1419'RM 1 TO RM 2 NOT V.G. TREES ON LINE.
 BV1419'
 BV1419'THE STATION, REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BV1419'CONDITION. THE DISTANCE AND DIRECTION TO THE MARKS COMPARED
 BV1419'FAVORABLY WITH THE 1956 OBERVATIONS, EXCEPT THE DISTANCE TO
 BV1419'REFERENCE MARK 1 WAS 0.021 METER LONGER. THIS WAS CHECKED, NOTED AND
 BV1419'VERIFIED.  THE AZIMUTH MARK WAS RECOVERED, BUT APPEARS TO HAVE BEEN
 BV1419'HIT, IT IS TILTED TO THE EAST AND NOT VISIBLE FROM STATION. ALSO
 BV1419'ITS NOT POSSIBLE TO DRIVE TO THE STATION AT THIS TIME,
 BV1419'BECAUSE THE WOODS ROAD MENTIONED IN 1956 DESCRIPTION IS GROWN OVER
 BV1419'WITH BRUSH AND TREES. A COMPLETE AND NEW DESCRIPTION FOLLOWS--
 BV1419'
 BV1419'STATION IS LOCATED ABOUT 10 MILES SOUTH-SOUTHWEST OF COFFEEVILLE, 7
 BV1419'MILES NORTHWEST OF SAINT STEPHENS, 1 MILE EAST OF THE SMALL VILLAGE
 BV1419'OF BIGBEE AND ABOUT 7 FEET SOUTH OF HIGHEST POINT OF HILL. IT IS ON
 BV1419'THE PROPERTY OF MR. H.M. FAITH.
 BV1419'
 BV1419'TO REACH FROM THE POST OFFICE IN SAINT STEPHENS, GO WESTERLY ON
 BV1419'WASHINGTON COUNTY ROUTE 34 FOR 6.9 MILES TO THE MIDWAY ASSEMBLY OF
 BV1419'GOD CHURCH. CONTINUE ON HIGHWAY 34 FOR 1.55 MILES TO A WOODS ROAD
 BV1419'ON THE RIGHT, JUST BEFORE REACHING A HOUSE ON LEFT. TURN SHARP
 BV1419'RIGHT AND GO EAST FOR ABOUT 50 FEET TO A METAL GATE ON LEFT AND END
 BV1419'OF TRUCK TRAVEL. FROM HERE PACK EAST AND NORTH, THEN NORTHEAST
 BV1419'UP THE WOODS ROAD FOR ABOUT 1.0 MILE TO STATION AT THE TOP OF
 BV1419'HILL.
 BV1419'
 BV1419'STATION MARK IS A STANDARD DISK STAMPED ATCHINSON 1938, SET IN A 12-
 BV1419'INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE GROUND
 BV1419'SURFACE. IT IS 75 FEET EAST OF A 24-INCH TRIANGULAR BLAZED PINE
 BV1419'TREE, 42 FEET WEST OF A 20-INCH TRIANGULAR BLAZED PINE AND ABOUT 1
 BV1419'FOOT LOWER IN ELEVATION THAN HIGHEST POINT OF HILL.
 BV1419'
 BV1419'REFERENCE MARK 1 IS A STANDARD DISK STAMPED ATCHINSON NO 1 1938, SET
 BV1419'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5 INCHES ABOVE
 BV1419'GROUND SURFACE. IT IS 7 FEET SOUTHEAST OF A 24-INCH TRIANGULAR
 BV1419'BLAZED PINE TREE AND ABOUT 8 FEET LOWER THAN STATION.
 BV1419'
 BV1419'REFERENCE MARK 2 IS A STANDARD DISK STAMPED ATCHINSON NO 2 1938, SET
 BV1419'IN A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 3 INCHES ABOVE
 BV1419'THE GROUND. IT IS 50 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED
 BV1419'PINE TREE AND ABOUT 6 FEET LOWER THAN THE STATION.
 BV1419'
 BV1419'AZIMUTH MARK IS A STANDARD DISK STAMPED ATCHINSON 1938, SET IN THE
 BV1419'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 7 INCHES
 BV1419'ABOVE THE GROUND SURFACE. IT IS 36 FEET SOUTH OF A 24-INCH
 BV1419'TRIANGULAR BLAZED OAK TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1491 ***********************************************************************
 EF1491  DESIGNATION -  ATHENS COURTHOUSE SPIRE
 EF1491  PID         -  EF1491
 EF1491  STATE/COUNTY-  AL/LIMESTONE
 EF1491  USGS QUAD   -  ATHENS (1982)
 EF1491
 EF1491                         *CURRENT SURVEY CONTROL
 EF1491  ___________________________________________________________________
 EF1491* NAD 83(1992)-  34 48 10.26740(N)    086 58 17.82769(W)     ADJUSTED  
 EF1491* NAVD 88     -       243.1    (meters)     798.     (feet)  VERTCON   
 EF1491  ___________________________________________________________________
 EF1491  LAPLACE CORR-          -3.80  (seconds)                    DEFLEC99
 EF1491  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EF1491
 EF1491  HORZ ORDER  -  THIRD
 EF1491
 EF1491.The horizontal coordinates were established by classical geodetic methods
 EF1491.and adjusted by the National Geodetic Survey in December 1992..
 EF1491
 EF1491.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1491.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1491
 EF1491.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1491
 EF1491.The geoid height was determined by GEOID03.
 EF1491
 EF1491;                    North         East     Units Scale Factor Converg.
 EF1491;SPC AL W     -   532,699.886   648,347.374   MT  0.99996213   +0 18 05.7
 EF1491;UTM  16      - 3,851,180.829   502,596.028   MT  0.99960008   +0 00 58.3
 EF1491
 EF1491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1491!SPC AL W     -   0.99996614  x   0.99996213  =   0.99992827
 EF1491!UTM  16      -   0.99996614  x   0.99960008  =   0.99956624
 EF1491
 EF1491                          SUPERSEDED SURVEY CONTROL
 EF1491
 EF1491  NAD 83(1986)-  34 48 10.27167(N)    086 58 17.81579(W) AD(       ) 4
 EF1491  NAD 27      -  34 48 09.95000(N)    086 58 17.78000(W) AD(       ) 3
 EF1491  NGVD 29 (07/19/86)  243.1    (m)          798.     (f) VERT ANG       
 EF1491
 EF1491.Superseded values are not recommended for survey control.
 EF1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1491.See file dsdata.txt to determine how the superseded data were derived.
 EF1491
 EF1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0259651181(NAD 83)
 EF1491_MARKER: 89 = SPIRE
 EF1491
 EF1491  HISTORY     - Date     Condition        Report By
 EF1491  HISTORY     - 1877     FIRST OBSERVED   CGS
 EF1491
 EF1491                          STATION DESCRIPTION
 EF1491
 EF1491'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1939 ***********************************************************************
 BU1939  DESIGNATION -  ATLANTA MOBILE AIRWAY BCN 18
 BU1939  PID         -  BU1939
 BU1939  STATE/COUNTY-  AL/ESCAMBIA
 BU1939  USGS QUAD   -  HUXFORD (1986)
 BU1939
 BU1939                         *CURRENT SURVEY CONTROL
 BU1939  ___________________________________________________________________
 BU1939* NAD 83(1992)-  31 10 23.07809(N)    087 25 36.57616(W)     ADJUSTED  
 BU1939* NAVD 88     -                                                        
 BU1939  ___________________________________________________________________
 BU1939  LAPLACE CORR-           1.33  (seconds)                    DEFLEC99
 BU1939  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 BU1939
 BU1939  HORZ ORDER  -  THIRD
 BU1939
 BU1939.The horizontal coordinates were established by classical geodetic methods
 BU1939.and adjusted by the National Geodetic Survey in December 1992..
 BU1939
 BU1939
 BU1939.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1939
 BU1939.The geoid height was determined by GEOID03.
 BU1939
 BU1939;                    North         East     Units Scale Factor Converg.
 BU1939;SPC AL W     -   130,043.800   606,975.243   MT  0.99993393   +0 02 16.4
 BU1939;UTM  16      - 3,448,861.919   459,326.140   MT  0.99962041   -0 13 15.4
 BU1939
 BU1939                          SUPERSEDED SURVEY CONTROL
 BU1939
 BU1939  NAD 83(1986)-  31 10 23.08662(N)    087 25 36.58215(W) AD(       ) 4
 BU1939  NAD 83(1986)-  31 10 23.09434(N)    087 25 36.57765(W) AD(       ) 4
 BU1939  NAD 27      -  31 10 22.44500(N)    087 25 36.65100(W) AD(       ) 3
 BU1939
 BU1939.Superseded values are not recommended for survey control.
 BU1939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1939.See file dsdata.txt to determine how the superseded data were derived.
 BU1939
 BU1939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5932648862(NAD 83)
 BU1939_MARKER: 22 = AIRWAY BEACON
 BU1939
 BU1939  HISTORY     - Date     Condition        Report By
 BU1939  HISTORY     - 1938     FIRST OBSERVED   CGS
 BU1939
 BU1939                          STATION DESCRIPTION
 BU1939
 BU1939'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1947 ***********************************************************************
 BU1947  DESIGNATION -  ATLANTA MOBILE LDG FLD BCN 16
 BU1947  PID         -  BU1947
 BU1947  STATE/COUNTY-  AL/ESCAMBIA
 BU1947  USGS QUAD   -  FREEMANVILLE (1983)
 BU1947
 BU1947                         *CURRENT SURVEY CONTROL
 BU1947  ___________________________________________________________________
 BU1947* NAD 83(1992)-  31 04 35.97205(N)    087 34 16.44880(W)     ADJUSTED  
 BU1947* NAVD 88     -                                                        
 BU1947  ___________________________________________________________________
 BU1947  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 BU1947  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BU1947
 BU1947  HORZ ORDER  -  THIRD
 BU1947
 BU1947.The horizontal coordinates were established by classical geodetic methods
 BU1947.and adjusted by the National Geodetic Survey in December 1992..
 BU1947
 BU1947
 BU1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1947
 BU1947.The geoid height was determined by GEOID03.
 BU1947
 BU1947;                    North         East     Units Scale Factor Converg.
 BU1947;SPC AL W     -   119,354.331   593,202.580   MT  0.99993390   -0 02 12.4
 BU1947;SPC FL N     -   234,152.827   306,932.504   MT  1.00007417   -1 32 36.2
 BU1947;SPC FL N     -   768,216.40  1,006,994.39   sFT  1.00007417   -1 32 36.2
 BU1947;UTM  16      - 3,438,237.932   445,509.619   MT  0.99963662   -0 17 41.5
 BU1947
 BU1947                          SUPERSEDED SURVEY CONTROL
 BU1947
 BU1947  NAD 83(1986)-  31 04 35.99369(N)    087 34 16.45232(W) AD(       ) 4
 BU1947  NAD 27      -  31 04 35.34600(N)    087 34 16.50600(W) AD(       ) 3
 BU1947
 BU1947.Superseded values are not recommended for survey control.
 BU1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1947.See file dsdata.txt to determine how the superseded data were derived.
 BU1947
 BU1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4551038238(NAD 83)
 BU1947_MARKER: 21 = AIRPORT BEACON
 BU1947
 BU1947  HISTORY     - Date     Condition        Report By
 BU1947  HISTORY     - 1938     FIRST OBSERVED   CGS
 BU1947
 BU1947                          STATION DESCRIPTION
 BU1947
 BU1947'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG3747 ***********************************************************************
 BG3747  DESIGNATION -  ATMORE
 BG3747  PID         -  BG3747
 BG3747  STATE/COUNTY-  AL/ESCAMBIA
 BG3747  USGS QUAD   -  BRATT (1978)
 BG3747
 BG3747                         *CURRENT SURVEY CONTROL
 BG3747  ___________________________________________________________________
 BG3747* NAD 83(1992)-  30 59 52.31812(N)    087 29 19.59875(W)     ADJUSTED  
 BG3747* NAVD 88     -        82.26   (+/-2cm)     269.9    (feet)  VERTCON   
 BG3747  ___________________________________________________________________
 BG3747  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 BG3747  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BG3747
 BG3747  HORZ ORDER  -  FIRST
 BG3747  VERT ORDER  -  THIRD ? (See Below)
 BG3747
 BG3747.The horizontal coordinates were established by classical geodetic methods
 BG3747.and adjusted by the National Geodetic Survey in December 1992..
 BG3747
 BG3747.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG3747.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG3747.The vertical order pertains to the NGVD 29 superseded value.
 BG3747
 BG3747.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3747
 BG3747.The geoid height was determined by GEOID03.
 BG3747
 BG3747;                    North         East     Units Scale Factor Converg.
 BG3747;SPC AL W     -   110,617.025   601,071.756   MT  0.99993335   +0 00 20.8
 BG3747;SPC FL N     -   225,210.404   314,570.140   MT  1.00005329   -1 30 07.0
 BG3747;SPC FL N     -   738,877.80  1,032,052.20   sFT  1.00005329   -1 30 07.0
 BG3747;UTM  16      - 3,429,467.955   453,337.037   MT  0.99962686   -0 15 06.2
 BG3747
 BG3747!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3747!SPC AL W     -   0.99999150  x   0.99993335  =   0.99992485
 BG3747!SPC FL N     -   0.99999150  x   1.00005329  =   1.00004478
 BG3747!UTM  16      -   0.99999150  x   0.99962686  =   0.99961836
 BG3747
 BG3747:                Primary Azimuth Mark                     Grid Az
 BG3747:SPC AL W     -  ATLANTA MOBILE AIRWAY BCN 18             016 54 11.7
 BG3747:SPC FL N     -  ATLANTA MOBILE AIRWAY BCN 18             018 24 39.5
 BG3747:UTM  16      -  ATLANTA MOBILE AIRWAY BCN 18             017 09 38.7
 BG3747
 BG3747|---------------------------------------------------------------------|
 BG3747| PID    Reference Object                     Distance      Geod. Az  |
 BG3747|                                                           dddmmss.s |
 BG3747| BU1939 ATLANTA MOBILE AIRWAY BCN 18        APPROX.20.3 KM 0165432.5 |
 BG3747| DD8299 ATMORE RM 1                          49.311 METERS 02142     |
 BG3747| DD8301 ATMORE RM 3                          12.806 METERS 27912     |
 BG3747| DD8300 ATMORE RM 2                          46.619 METERS 30406     |
 BG3747| BU1947 ATLANTA MOBILE LDG FLD BCN 16       APPROX.11.8 KM 3175953.8 |
 BG3747| DD8298 ATMORE AZ MK                                       3303229.1 |
 BG3747| BU1937 ATMORE MUNICIPAL STANDPIPE          APPROX. 3.6 KM 3513828.8 |
 BG3747| BU1938 ATMORE MUNICIPAL TANK               APPROX. 2.9 KM 3572351.8 |
 BG3747| BG3750 BMA 27                              191.719 METERS 35818     |
 BG3747|---------------------------------------------------------------------|
 BG3747
 BG3747                          SUPERSEDED SURVEY CONTROL
 BG3747
 BG3747  NAD 83(1992)-  30 59 52.33617(N)    087 29 19.60273(W) AD(       ) 1
 BG3747  NAD 83(1986)-  30 59 52.31969(N)    087 29 19.59506(W) AD(       ) 1
 BG3747  NAD 83(1986)-  30 59 52.33907(N)    087 29 19.60284(W) AD(       ) 1
 BG3747  NAD 27      -  30 59 51.68400(N)    087 29 19.66900(W) AD(       ) 1
 BG3747  NGVD 29 (07/19/86)   82.23   (m)          269.8    (f) LEVELING    3  
 BG3747
 BG3747.Superseded values are not recommended for survey control.
 BG3747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3747.See file dsdata.txt to determine how the superseded data were derived.
 BG3747
 BG3747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5333729468(NAD 83)
 BG3747_MARKER: DS = TRIANGULATION STATION DISK
 BG3747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3747
 BG3747  HISTORY     - Date     Condition        Report By
 BG3747  HISTORY     - 1938     MONUMENTED       CGS
 BG3747  HISTORY     - 1970     SEE DESCRIPTION  NGS
 BG3747
 BG3747                          STATION DESCRIPTION
 BG3747
 BG3747'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BG3747'THIS STATION IS LOCATED 1.9 MILES SSE OF ATMORE, ALABAMA, ON PROPERTY
 BG3747'OWNED BY DR. MCMURPHY OF ATMORE, 13 FEET N OF A WIRE FENCE SAID TO
 BG3747'BE ON FLORIDA-ALABAMA STATE LINE BUT IS ABOUT ON LINE AS MARKED BY
 BG3747'ROAD SIGNS, 37 PACES W OF CENTER LINE OF HIGHWAY, 26 PACES W OF
 BG3747'FENCE CORNER, 36.5 FEET NNW OF NW CORNER OF PUROL SERVICE
 BG3747'STATION, AND PROJECTS 4 INCHES.
 BG3747'
 BG3747'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BG3747'BRONZE DISKS SET IN CONCRETE.
 BG3747'
 BG3747'REFERENCE MARK NO. 1 IS NNE OF STATION, 1 FOOT S OF A WIRE FENCE, 22
 BG3747'FEET W OF A FENCE CORNER, AND PROJECTS 3 INCHES.  REFERENCE MARK NO.
 BG3747'2 IS WNW OF STATION, 1.5 FEET E OF A WIRE FENCE, 97 FEET N OF FENCE
 BG3747'SAID TO BE ON STATE LINE, AND PROJECTS 6 INCHES.
 BG3747'
 BG3747'AZIMUTH MARK IS NW OF STATION, 39 FEET NE OF CENTER LINE OF HIGHWAY,
 BG3747'2 FEET SW OF A WIRE FENCE, 8 FEET WNW OF A BOARD GATE, 12 FEET N OF A
 BG3747'DRIVE ACROSS DITCH, AND PROJECTS 6 INCHES.
 BG3747'
 BG3747'TO REACH FROM ATMORE, ALABAMA, GO S FROM TRAFFIC LIGHT ON U.S. 31,
 BG3747'1.9 MILES TO STATE LINE AND STATION ON R.
 BG3747'
 BG3747'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 BG3747
 BG3747                          STATION RECOVERY (1970)
 BG3747
 BG3747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BG3747'STATION UNDERGROUND MARK, REFERENCE MARK NO. 1 AND 2 AND AZIMUTH MARK
 BG3747'WERE RECOVERED IN GOOD CONDITION.  STATION SURFACE MARK WAS FOUND
 BG3747'TILTED OUT OF POSITION AND WAS RESET OVER THE UNDERGROUND MARK.
 BG3747'AZIMUTH MARK AND REFERENCE MARK NO. 2 ARE NO LONGER VISIBLE FROM
 BG3747'THE GROUND AT STATION DUE TO BUILDINGS ON LINE.  REFERENCE MARK NO.
 BG3747'3 WAS ESTABLISHED.
 BG3747'
 BG3747'DUE TO CHANGES IN LAND MARKS AND HIGHWAY NUMBERS, A NEW DESCRIPTION
 BG3747'FOLLOWS.
 BG3747'
 BG3747'STATION IS LOCATED ALONG THE WEST SIDE OF ALABAMA STATE HIGHWAY 21
 BG3747'WHICH CHANGES TO FLORIDA STATE HIGHWAY 97 AT THE STATE LINE.
 BG3747'STATION IS NEAR THE FLORIDA-ALABAMA STATE LINE ABOUT 1.9 MILES
 BG3747'SOUTH-SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY
 BG3747'21 IN ATMORE, 104-1/2 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY
 BG3747'21, 68 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 39 FEET
 BG3747'SOUTHWEST OF A 40 INCH PECAN TREE AND 25 FEET EAST-SOUTHEAST OF A
 BG3747'36 INCH PECAN TREE, A STANDARD DISK SET IN THE TOP OF A SQUARE
 BG3747'CONCRETE POST AND STAMPED ATMORE 1938 1970.  THE MARK IS FLUSH
 BG3747'WITH THE GROUND.
 BG3747'
 BG3747'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY 21 IN
 BG3747'ATMORE, GO SOUTH ON STATE HIGHWAY 21 FOR 1.35 MILES TO AZIMUTH MARK
 BG3747'ON LEFT (EAST) SIDE OF HIGHWAY.  CONTINUE SOUTHERLY ON STATE HIGHWAY
 BG3747'31 FOR 0.5 MILE TO STATE LINE AND STATION ON RIGHT AS DESCRIBED.
 BG3747'
 BG3747'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A SQUARE
 BG3747'CONCRETE POST AND STAMPED ATMORE 1938 NO 1, IS 61-1/2 FEET WEST OF
 BG3747'THE CENTERLINE OF STATE HIGHWAY 21, 25 FEET WEST OF A TELEPHONE POLE,
 BG3747'21 1/2 FEET NORTHWEST OF A PECAN TREE, 14 FEET NORTH OF THE
 BG3747'CENTERLINE OF DRIVEWAY AND 1 FOOT EAST OF A WITNESS POST.  THE MARK
 BG3747'IS FLUSH WITH THE GROUND.
 BG3747'
 BG3747'REFERENCE MARK NO. 2 IS IN THE BACK YARD OF RESIDENCE ABOUT 3 FEET
 BG3747'SOUTH OF THE SOUTHWEST CORNER OF A SMALL BUILDING.  A STANDARD DISK
 BG3747'SET IN THE TOP OF A SQUARE CONCRETE POST AND STAMPED ATMORE 1938 NO
 BG3747'2, PROJECTS ABOUT 4 INCHES.
 BG3747'
 BG3747'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A DRILLHOLE IN THE EAST
 BG3747'EDGE OF A SIDEWALK AND STAMPED ATMORE 1938 NO 3 1970, IS 144-1/2
 BG3747'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 21, 46-1/2 FEET
 BG3747'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF HOUSE, 29 FEET
 BG3747'NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE STATE LINE TAVERN AND
 BG3747'14-1/2 FEET SOUTHWEST OF A 36 INCH TREE.
 BG3747'
 BG3747'AZIMUTH MARK, STAMPED ATMORE 1938 IS 56 FEET NORTH OF DRIVE, 38 FEET
 BG3747'EAST OF HIGHWAY 21 AND 1-1/2 FEET N OF POWER POLE.  PROJECTS 6
 BG3747'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1937 ***********************************************************************
 BU1937  DESIGNATION -  ATMORE MUNICIPAL STANDPIPE
 BU1937  PID         -  BU1937
 BU1937  STATE/COUNTY-  AL/ESCAMBIA
 BU1937  USGS QUAD   -  ATMORE (1986)
 BU1937
 BU1937                         *CURRENT SURVEY CONTROL
 BU1937  ___________________________________________________________________
 BU1937* NAD 83(1992)-  31 01 48.94018(N)    087 29 39.49727(W)     ADJUSTED  
 BU1937* NAVD 88     -                                                        
 BU1937  ___________________________________________________________________
 BU1937  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 BU1937  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BU1937
 BU1937  HORZ ORDER  -  THIRD
 BU1937
 BU1937.The horizontal coordinates were established by classical geodetic methods
 BU1937.and adjusted by the National Geodetic Survey in December 1992..
 BU1937
 BU1937
 BU1937.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1937
 BU1937.The geoid height was determined by GEOID03.
 BU1937
 BU1937;                    North         East     Units Scale Factor Converg.
 BU1937;SPC AL W     -   114,208.372   600,543.708   MT  0.99993334   +0 00 10.6
 BU1937;SPC FL N     -   228,814.848   314,136.714   MT  1.00006164   -1 30 17.0
 BU1937;SPC FL N     -   750,703.38  1,030,630.20   sFT  1.00006164   -1 30 17.0
 BU1937;UTM  16      - 3,433,060.539   452,825.300   MT  0.99962745   -0 15 17.3
 BU1937
 BU1937                          SUPERSEDED SURVEY CONTROL
 BU1937
 BU1937  NAD 83(1992)-  31 01 48.96027(N)    087 29 39.49857(W) AD(       ) 4
 BU1937  NAD 83(1986)-  31 01 48.93889(N)    087 29 39.49303(W) AD(       ) 4
 BU1937  NAD 83(1986)-  31 01 48.96202(N)    087 29 39.50112(W) AD(       ) 4
 BU1937  NAD 27      -  31 01 48.31000(N)    087 29 39.56600(W) AD(       ) 3
 BU1937
 BU1937.Superseded values are not recommended for survey control.
 BU1937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1937.See file dsdata.txt to determine how the superseded data were derived.
 BU1937
 BU1937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5282533061(NAD 83)
 BU1937_MARKER: 52 = STANDPIPE TANK
 BU1937
 BU1937  HISTORY     - Date     Condition        Report By
 BU1937  HISTORY     - 1938     FIRST OBSERVED   CGS
 BU1937
 BU1937                          STATION DESCRIPTION
 BU1937
 BU1937'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1938 ***********************************************************************
 BU1938  DESIGNATION -  ATMORE MUNICIPAL TANK
 BU1938  PID         -  BU1938
 BU1938  STATE/COUNTY-  AL/ESCAMBIA
 BU1938  USGS QUAD   -  ATMORE (1986)
 BU1938
 BU1938                         *CURRENT SURVEY CONTROL
 BU1938  ___________________________________________________________________
 BU1938* NAD 83(1992)-  31 01 25.53492(N)    087 29 24.51827(W)     ADJUSTED  
 BU1938* NAVD 88     -                                                        
 BU1938  ___________________________________________________________________
 BU1938  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 BU1938  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BU1938
 BU1938  HORZ ORDER  -  THIRD
 BU1938
 BU1938.The horizontal coordinates were established by classical geodetic methods
 BU1938.and adjusted by the National Geodetic Survey in December 1992..
 BU1938
 BU1938
 BU1938.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1938
 BU1938.The geoid height was determined by GEOID03.
 BU1938
 BU1938;                    North         East     Units Scale Factor Converg.
 BU1938;SPC AL W     -   113,487.631   600,940.997   MT  0.99993334   +0 00 18.3
 BU1938;SPC FL N     -   228,083.811   314,514.950   MT  1.00005994   -1 30 09.4
 BU1938;SPC FL N     -   748,304.97  1,031,871.13   sFT  1.00005994   -1 30 09.4
 BU1938;UTM  16      - 3,432,338.240   453,219.223   MT  0.99962699   -0 15 09.4
 BU1938
 BU1938                          SUPERSEDED SURVEY CONTROL
 BU1938
 BU1938  NAD 83(1992)-  31 01 25.55469(N)    087 29 24.51990(W) AD(       ) 4
 BU1938  NAD 83(1986)-  31 01 25.53554(N)    087 29 24.53048(W) AD(       ) 4
 BU1938  NAD 83(1986)-  31 01 25.55671(N)    087 29 24.52212(W) AD(       ) 4
 BU1938  NAD 27      -  31 01 24.90400(N)    087 29 24.58700(W) AD(       ) 3
 BU1938
 BU1938.Superseded values are not recommended for survey control.
 BU1938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1938.See file dsdata.txt to determine how the superseded data were derived.
 BU1938
 BU1938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV5321932338(NAD 83)
 BU1938_MARKER: 51 = TANK
 BU1938
 BU1938  HISTORY     - Date     Condition        Report By
 BU1938  HISTORY     - 1938     FIRST OBSERVED   CGS
 BU1938
 BU1938                          STATION DESCRIPTION
 BU1938
 BU1938'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1433 ***********************************************************************
 BV1433  DESIGNATION -  ATT MICROWAVE STA KIN 47 TOWER
 BV1433  PID         -  BV1433
 BV1433  STATE/COUNTY-  AL/CHOCTAW
 BV1433  USGS QUAD   -  AQUILLA (1974)
 BV1433
 BV1433                         *CURRENT SURVEY CONTROL
 BV1433  ___________________________________________________________________
 BV1433* NAD 83(1992)-  31 44 59.80217(N)    088 23 56.82944(W)     ADJUSTED  
 BV1433* NAVD 88     -                                                        
 BV1433  ___________________________________________________________________
 BV1433  LAPLACE CORR-          -1.42  (seconds)                    DEFLEC99
 BV1433  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BV1433
 BV1433  HORZ ORDER  -  THIRD
 BV1433
 BV1433.The horizontal coordinates were established by classical geodetic methods
 BV1433.and adjusted by the National Geodetic Survey in May 1994..
 BV1433
 BV1433
 BV1433.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1433
 BV1433.The geoid height was determined by GEOID03.
 BV1433
 BV1433;                    North         East     Units Scale Factor Converg.
 BV1433;SPC AL W     -   194,350.590   514,813.732   MT  1.00002280   -0 28 23.4
 BV1433;SPC MS E     -   249,505.467   341,139.332   MT  0.99997087   +0 13 42.6
 BV1433;SPC MS E     -   818,585.85  1,119,221.29   sFT  0.99997087   +0 13 42.6
 BV1433;UTM  16      - 3,513,571.046   367,482.384   MT  0.99981658   -0 44 10.8
 BV1433
 BV1433                          SUPERSEDED SURVEY CONTROL
 BV1433
 BV1433  NAD 83(1992)-  31 44 59.80533(N)    088 23 56.82955(W) AD(       ) 4
 BV1433  NAD 83(1986)-  31 44 59.81745(N)    088 23 56.83184(W) AD(       ) 4
 BV1433  NAD 27      -  31 44 59.25100(N)    088 23 56.74900(W) AD(       ) 3
 BV1433
 BV1433.Superseded values are not recommended for survey control.
 BV1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1433.See file dsdata.txt to determine how the superseded data were derived.
 BV1433
 BV1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6748213571(NAD 83)
 BV1433_MARKER: 45 = MICROWAVE TOWER
 BV1433
 BV1433  HISTORY     - Date     Condition        Report By
 BV1433  HISTORY     - 1956     FIRST OBSERVED   CGS
 BV1433
 BV1433                          STATION DESCRIPTION
 BV1433
 BV1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1433'THE STATION IS THE CENTER OF THE AMERICAN TELEGRAPH AND TELEPHONE
 BV1433'CO. MICRO-WAVE RELAY STATION TOWER WHICH IS LOCATED ON A HIGH RIDGE,
 BV1433'ABOUT 7 MILES NORTHWEST OF CULLOMBURG, 5 MILES WEST-SOUTHWEST OF
 BV1433'SILAS AND ABOUT 200 FEET EAST OF A DIRT ROAD. THE TOWER IS A 4
 BV1433'LEGGED STEEL STRUCTURE, PAINTED IN ALTERNATE SECTIONS OF RED AND
 BV1433'WHITE AND HAS 4 UMBRELLA SHAPED REFLECTOR ATOP. THE HEIGHT OF
 BV1433'THE STRUCTURE IS 137 FEET. NOTE-- A FIXED RED LIGHT IS MOUNTED ON A
 BV1433'SHORT METAL STAFF ABOUT MIDWAY BETWEEN THE CENTER OF THE TOWER
 BV1433'AND THE SOUTH SIDE OF THE TOWER.
 BV1433'
 BV1433'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 BV1433'COUNTY HIGHWAY 6 AT THE NORTH EDGE OF SILAS, GO WEST ON HIGHWAY
 BV1433'6 FOR 4.85 MILES TO A SIDE ROAD LEFT. TURN LEFT, CROSSING A CATTLE
 BV1433'GUARD AND GO SOUTH ON DIRT ROAD FOR 1.7 MILES TO A DRIVEWAY ON
 BV1433'THE LEFT. TURN LEFT AND GO EAST ON DRIVEWAY FOR ABOUT 200 FEET TO
 BV1433'THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0200 ***********************************************************************
 EF0200  DESIGNATION -  ATTALLA
 EF0200  PID         -  EF0200
 EF0200  STATE/COUNTY-  AL/ETOWAH
 EF0200  USGS QUAD   -  GADSDEN WEST (1985)
 EF0200
 EF0200                         *CURRENT SURVEY CONTROL
 EF0200  ___________________________________________________________________
 EF0200* NAD 83(1986)-  34 01 19.     (N)    086 05 25.     (W)     SCALED    
 EF0200* NAVD 88     -       167.644  (meters)     550.01   (feet)  ADJUSTED  
 EF0200  ___________________________________________________________________
 EF0200  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EF0200  DYNAMIC HT  -         167.467 (meters)     549.43  (feet)  COMP
 EF0200  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 EF0200
 EF0200  VERT ORDER  -  SECOND    CLASS 0
 EF0200
 EF0200.The horizontal coordinates were scaled from a topographic map and have
 EF0200.an estimated accuracy of +/- 6 seconds.
 EF0200
 EF0200.The orthometric height was determined by differential leveling
 EF0200.and adjusted by the National Geodetic Survey in June 1991..
 EF0200
 EF0200.The geoid height was determined by GEOID03.
 EF0200
 EF0200.The dynamic height is computed by dividing the NAVD 88
 EF0200.geopotential number by the normal gravity value computed on the
 EF0200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0200.degrees latitude (g = 980.6199 gals.).
 EF0200
 EF0200.The modeled gravity was interpolated from observed gravity values.
 EF0200
 EF0200;                    North         East    Units  Estimated Accuracy
 EF0200;SPC AL E     -   390,570.      176,270.      MT  (+/- 180 meters Scaled)
 EF0200
 EF0200                          SUPERSEDED SURVEY CONTROL
 EF0200
 EF0200  NGVD 29 (??/??/92)  167.631  (m)          549.97   (f) ADJ UNCH    2 0
 EF0200
 EF0200.Superseded values are not recommended for survey control.
 EF0200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0200.See file dsdata.txt to determine how the superseded data were derived.
 EF0200
 EF0200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC839649(NAD 83)
 EF0200_MARKER: DB = BENCH MARK DISK
 EF0200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0200_SP_SET: WALL
 EF0200_STAMPING: ATTALLA 1933
 EF0200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0200_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0200+SATELLITE: SATELLITE OBSERVATIONS - September 11, 2005
 EF0200
 EF0200  HISTORY     - Date     Condition        Report By
 EF0200  HISTORY     - 1933     MONUMENTED       CGS
 EF0200  HISTORY     - 1947     GOOD             NGS
 EF0200  HISTORY     - 20050911 GOOD             GEOCAC
 EF0200
 EF0200                          STATION DESCRIPTION
 EF0200
 EF0200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EF0200'IN ATTALLA.
 EF0200'AT ATTALLA, ETOWAH COUNTY, AT THE POST OFFICE, IN THE NORTHWEST WALL,
 EF0200'6 INCHES NORTHEAST OF THE CORNER OF THE BUILDING, AND 2 FEET ABOVE THE
 EF0200'GROUND.  A STANDARD DISK, STAMPED ATTALLA 1933 AND SET VERTICALLY.
 EF0200
 EF0200                          STATION RECOVERY (2005)
 EF0200
 EF0200'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF0200'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2253 ***********************************************************************
 CM2253  DESIGNATION -  AUBURN
 CM2253  PID         -  CM2253
 CM2253  STATE/COUNTY-  AL/LEE
 CM2253  USGS QUAD   -  AUBURN (1983)
 CM2253
 CM2253                         *CURRENT SURVEY CONTROL
 CM2253  ___________________________________________________________________
 CM2253* NAD 83(1992)-  32 36 22.82969(N)    085 28 56.51372(W)     ADJUSTED  
 CM2253* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 CM2253  ___________________________________________________________________
 CM2253  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CM2253  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CM2253
 CM2253  HORZ ORDER  -  SECOND
 CM2253
 CM2253.The horizontal coordinates were established by classical geodetic methods
 CM2253.and adjusted by the National Geodetic Survey in December 1992..
 CM2253
 CM2253.The orthometric height was scaled from a topographic map.
 CM2253
 CM2253.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2253
 CM2253.The geoid height was determined by GEOID03.
 CM2253
 CM2253;                    North         East     Units Scale Factor Converg.
 CM2253;SPC AL E     -   233,594.241   232,942.774   MT  0.99997338   +0 11 20.9
 CM2253;UTM  16      - 3,608,663.744   642,404.404   MT  0.99985006   +0 49 04.6
 CM2253
 CM2253!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2253!SPC AL E     -   0.99997041  x   0.99997338  =   0.99994379
 CM2253!UTM  16      -   0.99997041  x   0.99985006  =   0.99982048
 CM2253
 CM2253|---------------------------------------------------------------------|
 CM2253| PID    Reference Object                     Distance      Geod. Az  |
 CM2253|                                                           dddmmss.s |
 CM2253| CY8043 AUBURN RM 1                          31.087 METERS 02728     |
 CM2253| CM2249 AUBURN WATER CO ARMSTRONG TANK      APPROX. 0.8 KM 1503618.2 |
 CM2253| CM2248 AUBURN WATER CO CAY ST TANK         APPROX. 1.0 KM 1694719.2 |
 CM2253| CM2245 AUBURN ALA POLYTECH TALL SPIRE      176.252 METERS 18943     |
 CM2253| CY8042 AUBURN AZ MK                                       2722948.8 |
 CM2253| CY8044 AUBURN RM 2                          43.163 METERS 30902     |
 CM2253| CM2252 AUBURN WIT MARK                       5.722 METERS 34802     |
 CM2253|---------------------------------------------------------------------|
 CM2253
 CM2253                          SUPERSEDED SURVEY CONTROL
 CM2253
 CM2253  NAD 83(1986)-  32 36 22.83559(N)    085 28 56.51479(W) AD(       ) 2
 CM2253  NAD 27      -  32 36 22.35400(N)    085 28 56.69600(W) AD(       ) 2
 CM2253
 CM2253.Superseded values are not recommended for survey control.
 CM2253.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2253.See file dsdata.txt to determine how the superseded data were derived.
 CM2253
 CM2253_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4240408664(NAD 83)
 CM2253_MARKER: DS = TRIANGULATION STATION DISK
 CM2253_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2253
 CM2253  HISTORY     - Date     Condition        Report By
 CM2253  HISTORY     - 1943     MONUMENTED       CGS
 CM2253  HISTORY     - 1969     MARK NOT FOUND   CGS
 CM2253  HISTORY     - 1970     MARK NOT FOUND   USGS
 CM2253  HISTORY     - 1971     MARK NOT FOUND   NGS
 CM2253
 CM2253                          STATION DESCRIPTION
 CM2253
 CM2253'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 CM2253'THE STATION IS LOCATED IN THE NE SECTION OF THE AUBURN UNIVERSITY
 CM2253'CAMPUS IN A SMALL GRASSY PLOT.  IT IS 180 FEET E OF BRAUN HALL,
 CM2253'126 FEET W OF THE N POST OF THE NE ENTRANCE TO THE CAMPUS, 100
 CM2253'FEET N OF THE ALLIED ARTS ANNEX BUILDING, 60 FEET S OF THE CENTER
 CM2253'OF WEST MAGNOLIA STREET AND 34 FEET W OF A PAVED FOOTPATH.  IT
 CM2253'IS STAMPED AUBURN 1943 AND SET FLUSH WITH THE SURFACE.
 CM2253'
 CM2253'SURFACE AND UNDERGROUND MARKS ARE BRONZE DISKS SET IN CONCRETE.
 CM2253'
 CM2253'REFERENCE MARK NO. 1 IS NE OF THE STATION IN THE N CURB OF W
 CM2253'MAGNOLIA STREET.  IT IS 5 FEET W OF THE DRIVEWAY LEADING TO THE
 CM2253'REAR OF STORES FACING ON COLLEGE STREET AND IS STAMPED AUBURN
 CM2253'NO. 1 1943.
 CM2253'
 CM2253'REFERENCE MARK NO. 2 IS NW OF THE STATION IN THE N CURB ON W
 CM2253'MAGNOLIA STREET.  IT IS 100 FEET NE OF THE NE CORNER OF BRAUN
 CM2253'HALL AND IS STAMPED AUBURN NO. 2 1943.
 CM2253'
 CM2253'THE AZIMUTH MARK IS 0.3 MILE W OF THE STATION.  IT IS SET IN
 CM2253'THE N CURB OF W MAGNOLIA STREET DIRECTLY IN FRONT OF THE
 CM2253'RESIDENCE NUMBERED 322 W MAGNOLIA STREET AND IS STAMPED AUBURN
 CM2253'1943.  TO REACH FROM THE STATION CONTINUE WESTERLY ON W MAGNOLIA
 CM2253'STREET 0.3 MILE TO TOP OF SMALL RISE AND MARK ON THE RIGHT.
 CM2253'
 CM2253'AN ALABAMA GEODETIC SURVEY STATION DISK WAS RECOVERED 5.722
 CM2253'METERS E OF THE STATION.  IT IS A PRECAST CONCRETE POST 8 INCHES
 CM2253'IN DIAMETER SET FLUSH WITH THE SURFACE.  A BRONZE DISK IS
 CM2253'CENTERED IN THE CONCRETE POST AND INSCRIBED ALABAMA GEODETIC
 CM2253'SURVEY.  THERE IS A TRIANGLE STAMPED IN THE CENTER.  IT IS
 CM2253'41 FEET S OF THE S CURB OF W MAGNOLIA STREET AND ABOUT 125 FEET
 CM2253'W OF THE N POST OF THE NE ENTRANCE TO THE CAMPUS.
 CM2253'
 CM2253'A 90-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION OPEKLIKA
 CM2253'1930.
 CM2253'
 CM2253'A 90-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION IVEY.
 CM2253'
 CM2253'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CM2253
 CM2253                          STATION RECOVERY (1969)
 CM2253
 CM2253'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JDS)
 CM2253'A DETAILED SEARCH WAS MADE FOR THIS MARK AND THE REFERENCE
 CM2253'MARKS.  NONE OF THESE MARKS WERE LOCATED.  AN EMPLOYEE OF BUILDINGS
 CM2253'AND GROUNDS OF THE UNIVERSITY OF AUBURN TOLD ME THAT THE STATION
 CM2253'WAS DESTROYED DURING THE CONSTRUCTION OF BIGGIN HALL (THE
 CM2253'ARCHITECTURE BUILDING).  THE REFERENCE MARKS WERE IN THE SOUTH
 CM2253'CURB OF MAGNOLIA AVENUE AND WERE DESTROYED WHEN THE AVENUE WAS
 CM2253'WIDENED.  THE AZIMUTH MARK WAS RECOVERED IN GOOD CONDITION.
 CM2253'
 CM2253'THE UNDERGROUND MARK WAS PROBABLY DESTROYED ALSO AS THE EXCAVATION
 CM2253'REACHED A DEPTH OF APPROXIMATELY 15 FEET.
 CM2253
 CM2253                          STATION RECOVERY (1970)
 CM2253
 CM2253'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970 (JJM)
 CM2253'A THOROUGH SEARCH OF THE VICINITY OF THE STATION FAILED TO TURN
 CM2253'UP ANY EVIDENCE OF THE STATION.  IT MAY BE BURIED UNDER SOME NEW
 CM2253'SOIL AND GRASS BUT PROBING FAILED TO FIND IT.
 CM2253
 CM2253                          STATION RECOVERY (1971)
 CM2253
 CM2253'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CM2253'THE STATION WAS VISITED 3-10-71 AND THE AZIMUTH MARK WAS FOUND
 CM2253'IN GOOD CONDITION, AS DESCRIBED, THE STATION WAS NOT FOUND, THE
 CM2253'ALABAMA GEODETIC SURVEY DISK WAS NOT FOUND.  THE OFFICIALS FROM
 CM2253'THE ENGINEERING SECTION OF THE UNIVERSITY STATE THAT THE MARKS
 CM2253'WERE DESTROYED WHEN THE NEW BUILDING WAS ERECTED.  THE REFERENCE
 CM2253'MARKS NO. 1 AND NO. 2 WERE SET IN THE NORTH CURB OF MAGNOLIA
 CM2253'STREET.  THIS CURB WAS REMOVED WHEN THE PARKING AREA WAS
 CM2253'CONSTRUCTED AT THIS POINT AND BOTH REFERENCE MARKS WERE
 CM2253'DESTROYED.
 CM2253'
 CM2253'THE STATION MARK WAS NOT FOUND AT THIS DATE.  THE MEASUREMENTS
 CM2253'TO THE STATION ARE WERE POOR AND INADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2245 ***********************************************************************
 CM2245  DESIGNATION -  AUBURN ALA POLYTECH TALL SPIRE
 CM2245  PID         -  CM2245
 CM2245  STATE/COUNTY-  AL/LEE
 CM2245  USGS QUAD   -  AUBURN (1983)
 CM2245
 CM2245                         *CURRENT SURVEY CONTROL
 CM2245  ___________________________________________________________________
 CM2245* NAD 83(1992)-  32 36 17.19014(N)    085 28 57.65423(W)     ADJUSTED  
 CM2245* NAVD 88     -                                                        
 CM2245  ___________________________________________________________________
 CM2245  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CM2245  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CM2245
 CM2245  HORZ ORDER  -  THIRD
 CM2245
 CM2245.The horizontal coordinates were established by classical geodetic methods
 CM2245.and adjusted by the National Geodetic Survey in September 1997..
 CM2245
 CM2245
 CM2245.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2245
 CM2245.The geoid height was determined by GEOID03.
 CM2245
 CM2245;                    North         East     Units Scale Factor Converg.
 CM2245;SPC AL E     -   233,420.422   232,913.610   MT  0.99997335   +0 11 20.2
 CM2245;UTM  16      - 3,608,489.637   642,377.153   MT  0.99984997   +0 49 03.8
 CM2245
 CM2245                          SUPERSEDED SURVEY CONTROL
 CM2245
 CM2245  NAD 83(1992)-  32 36 17.19018(N)    085 28 57.65421(W) AD(       ) 4
 CM2245  NAD 83(1986)-  32 36 17.19717(N)    085 28 57.65476(W) AD(       ) 4
 CM2245  NAD 27      -  32 36 16.71600(N)    085 28 57.84700(W) AD(       ) 3
 CM2245
 CM2245.Superseded values are not recommended for survey control.
 CM2245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2245.See file dsdata.txt to determine how the superseded data were derived.
 CM2245
 CM2245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4237708490(NAD 83)
 CM2245_MARKER: 89 = SPIRE
 CM2245
 CM2245  HISTORY     - Date     Condition        Report By
 CM2245  HISTORY     - 1930     FIRST OBSERVED   CGS
 CM2245  HISTORY     - 1983     GOOD             NGS
 CM2245  HISTORY     - 1986     GOOD             USPSQD
 CM2245
 CM2245                          STATION DESCRIPTION
 CM2245
 CM2245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 CM2245'RECOVERED IN GOOD CONDITION.  THE TALLEST PART OF THE BUILDING IS A
 CM2245'CUPOLA WITH A WINDVANE AT THE TOP CENTER.
 CM2245'
 CM2245'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT AUBURN.
 CM2245
 CM2245                          STATION RECOVERY (1986)
 CM2245
 CM2245'RECOVERY NOTE BY US POWER SQUADRON 1986 (DTH)
 CM2245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2536 ***********************************************************************
 CM2536  DESIGNATION -  AUBURN CBL 430
 CM2536  PID         -  CM2536
 CM2536  STATE/COUNTY-  AL/LEE
 CM2536  USGS QUAD   -  LOACHAPOKA (1983)
 CM2536
 CM2536                         *CURRENT SURVEY CONTROL
 CM2536  ___________________________________________________________________
 CM2536* NAD 83(1992)-  32 32 19.40712(N)    085 31 03.06313(W)     ADJUSTED  
 CM2536* NAVD 88     -       142.4    (meters)     467.     (feet)  GPS OBS   
 CM2536  ___________________________________________________________________
 CM2536  X           -     420,646.684 (meters)                     COMP
 CM2536  Y           -  -5,365,796.426 (meters)                     COMP
 CM2536  Z           -   3,411,005.540 (meters)                     COMP
 CM2536  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 CM2536  ELLIP HEIGHT-         114.02  (meters)          (07/29/02) GPS OBS
 CM2536  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CM2536
 CM2536  HORZ ORDER  -  FIRST
 CM2536  ELLP ORDER  -  FOURTH    CLASS I
 CM2536
 CM2536.The horizontal coordinates were established by GPS observations
 CM2536.and adjusted by the National Geodetic Survey in September 1993..
 CM2536
 CM2536.The orthometric height was determined by GPS observations and a
 CM2536.high-resolution geoid model.
 CM2536
 CM2536.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2536
 CM2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2536
 CM2536.The ellipsoidal height was determined by GPS observations
 CM2536.and is referenced to NAD 83.
 CM2536
 CM2536.The geoid height was determined by GEOID03.
 CM2536
 CM2536;                    North         East     Units Scale Factor Converg.
 CM2536;SPC AL E     -   226,085.590   229,665.498   MT  0.99997085   +0 10 11.5
 CM2536;UTM  16      - 3,601,120.574   639,210.060   MT  0.99983897   +0 47 51.0
 CM2536
 CM2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2536!SPC AL E     -   0.99998210  x   0.99997085  =   0.99995295
 CM2536!UTM  16      -   0.99998210  x   0.99983897  =   0.99982107
 CM2536
 CM2536                          SUPERSEDED SURVEY CONTROL
 CM2536
 CM2536  ELLIP H (09/27/93)  114.10   (m)                       GP(       ) 4 1
 CM2536
 CM2536.Superseded values are not recommended for survey control.
 CM2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2536.See file dsdata.txt to determine how the superseded data were derived.
 CM2536
 CM2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3921001121(NAD 83)
 CM2536_MARKER: DD = SURVEY DISK
 CM2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2536_SP_SET: CONCRETE POST
 CM2536_STAMPING: AUBURN BASELINE 430 1977
 CM2536_MARK LOGO: ALHD  
 CM2536_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CM2536_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2536+STABILITY: SURFACE MOTION
 CM2536_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2536+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1992
 CM2536
 CM2536  HISTORY     - Date     Condition        Report By
 CM2536  HISTORY     - 1977     MONUMENTED       ALHD
 CM2536  HISTORY     - 19920401 GOOD             ALHD
 CM2536
 CM2536                          STATION DESCRIPTION
 CM2536
 CM2536'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 CM2536'THE STATION IS LOCATED IN LEE COUNTY ON THE WEST RIGHT OF WAY OF U.S.
 CM2536'29, ABOUT 5.25 MI (8.45 KM) SOUTH-SOUTHWEST OF AUBURN AND ABOUT 6.60
 CM2536'MI (10.62 KM) SOUTHEAST OF LOACHAPOKA.
 CM2536'TO REACH THE STATION FROM EXIT 51 ON I-85 (MILE POST 179.30 ON U.S.
 CM2536'29), DRIVE SOUTH ON U.S. 29 FOR 1.35 MI (2.17 KM) TO MILE POST 177.95
 CM2536'AND A CROSSROADS WITH LEE COUNTY ROAD NO. 10 LEFT AND RIGHT, CONTINUE
 CM2536'SOUTH ON U.S. 29 FOR 0.15 MI (0.24 KM) TO MILE POST 177.80 AND THE
 CM2536'STATION ON THE RIGHT.  IT IS PART OF AUBURN CALIBRATION BASELINE.
 CM2536'THE STATION IS 3.0 FT (0.9 M) SOUTHEAST OF A CARSONITE WITNESS POST,
 CM2536'3.0 FT (0.9 M) EAST-SOUTHEAST OF A SIXTEEN-INCH BY SIXTEEN-INCH WHITE
 CM2536'METAL STATE OF ALABAMA HIGHWAY DEPARTMENT BASELINE MARKER SIGN ON A
 CM2536'STEEL POST, 30.8 FT (9.4 M) WEST-NORTHWEST OF THE CENTERLINE OF U.S.
 CM2536'29 AND 57.2 FT (17.4 M) WEST OF A JUNCTION LEE COUNTY ROAD NO. 10
 CM2536'SIGN.
 CM2536'STATION 41-33 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0902 ***********************************************************************
 DI0902  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0902  DESIGNATION -  AUBURN COOP CORS ARP
 DI0902  CORS_ID     -  ALAU
 DI0902  PID         -  DI0902
 DI0902  STATE/COUNTY-  AL/LEE
 DI0902  USGS QUAD   -  AUBURN (1983)
 DI0902
 DI0902                         *CURRENT SURVEY CONTROL
 DI0902  ___________________________________________________________________
 DI0902* NAD 83(CORS)-  32 36 29.30858(N)    085 28 49.15099(W)     ADJUSTED  
 DI0902* NAVD 88     -                                                        
 DI0902  ___________________________________________________________________
 DI0902  EPOCH DATE  -        2002.00
 DI0902  X           -     423,808.972 (meters)                     COMP
 DI0902  Y           -  -5,361,458.453 (meters)                     COMP
 DI0902  Z           -   3,417,536.506 (meters)                     COMP
 DI0902  ELLIP HEIGHT-         194.95  (meters)          (08/??/06) GPS OBS
 DI0902  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DI0902
 DI0902  HORZ ORDER  -  SPECIAL (CORS)
 DI0902  ELLP ORDER  -  SPECIAL (CORS)
 DI0902
 DI0902.ITRF positions are available for this station.
 DI0902.The coordinates were established by GPS observations
 DI0902.and adjusted by the National Geodetic Survey in August 2006..
 DI0902.The coordinates are valid at the epoch date displayed above.
 DI0902.The epoch date for horizontal control is a decimal equivalence
 DI0902.of Year/Month/Day.
 DI0902
 DI0902
 DI0902.The PID for the CORS L1 Phase Center is DI0903.
 DI0902
 DI0902.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0902
 DI0902.The ellipsoidal height was determined by GPS observations
 DI0902.and is referenced to NAD 83.
 DI0902
 DI0902.The geoid height was determined by GEOID03.
 DI0902
 DI0902;                    North         East     Units Scale Factor Converg.
 DI0902;SPC AL E     -   233,794.451   233,134.080   MT  0.99997353   +0 11 24.9
 DI0902
 DI0902!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0902!SPC AL E     -   0.99996939  x   0.99997353  =   0.99994292
 DI0902
 DI0902                          SUPERSEDED SURVEY CONTROL
 DI0902
 DI0902.No superseded survey control is available for this station.
 DI0902
 DI0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4259308866(NAD 83)
 DI0902_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DI0902
 DI0902                          STATION DESCRIPTION
 DI0902
 DI0902'DESCRIBED BY NATIONAL GEODETIC SURVEY 2006
 DI0902'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DI0902'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DI0902'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DI0902'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DI0902'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DI0903 ***********************************************************************
 DI0903  CORS        -  This is a GPS Continuously Operating Reference Station.
 DI0903  DESIGNATION -  AUBURN COOP CORS L1 PHASE CENTER
 DI0903  CORS_ID     -  ALAU
 DI0903  PID         -  DI0903
 DI0903  STATE/COUNTY-  AL/LEE
 DI0903  USGS QUAD   -  AUBURN (1983)
 DI0903
 DI0903                         *CURRENT SURVEY CONTROL
 DI0903  ___________________________________________________________________
 DI0903* NAD 83(CORS)-  32 36 29.30866(N)    085 28 49.15094(W)     ADJUSTED  
 DI0903* NAVD 88     -                                                        
 DI0903  ___________________________________________________________________
 DI0903  EPOCH DATE  -        2002.00
 DI0903  X           -     423,808.981 (meters)                     COMP
 DI0903  Y           -  -5,361,458.544 (meters)                     COMP
 DI0903  Z           -   3,417,536.567 (meters)                     COMP
 DI0903  ELLIP HEIGHT-         195.06  (meters)          (08/??/06) GPS OBS
 DI0903  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DI0903
 DI0903  HORZ ORDER  -  SPECIAL (CORS)
 DI0903  ELLP ORDER  -  SPECIAL (CORS)
 DI0903
 DI0903.ITRF positions are available for this station.
 DI0903.The coordinates were established by GPS observations
 DI0903.and adjusted by the National Geodetic Survey in August 2006..
 DI0903.The coordinates are valid at the epoch date displayed above.
 DI0903.The epoch date for horizontal control is a decimal equivalence
 DI0903.of Year/Month/Day.
 DI0903
 DI0903
 DI0903.The PID for the CORS ARP is DI0902.
 DI0903
 DI0903.The XYZ, and position/ellipsoidal ht. are equivalent.
 DI0903
 DI0903.The ellipsoidal height was determined by GPS observations
 DI0903.and is referenced to NAD 83.
 DI0903
 DI0903.The geoid height was determined by GEOID03.
 DI0903
 DI0903;                    North         East     Units Scale Factor Converg.
 DI0903;SPC AL E     -   233,794.453   233,134.081   MT  0.99997353   +0 11 24.9
 DI0903
 DI0903!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DI0903!SPC AL E     -   0.99996938  x   0.99997353  =   0.99994291
 DI0903
 DI0903                          SUPERSEDED SURVEY CONTROL
 DI0903
 DI0903.No superseded survey control is available for this station.
 DI0903
 DI0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4259308866(NAD 83)
 DI0903_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DI0903
 DI0903                          STATION DESCRIPTION
 DI0903
 DI0903'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DI0903'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DI0903'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DI0903'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DI0903'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DI0903'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0664 ***********************************************************************
 CM0664  DESIGNATION -  AUBURN J
 CM0664  PID         -  CM0664
 CM0664  STATE/COUNTY-  AL/LEE
 CM0664  USGS QUAD   -  AUBURN (1983)
 CM0664
 CM0664                         *CURRENT SURVEY CONTROL
 CM0664  ___________________________________________________________________
 CM0664* NAD 83(1986)-  32 37 00.     (N)    085 26 16.     (W)     SCALED    
 CM0664* NAVD 88     -       233.763  (meters)     766.94   (feet)  ADJUSTED  
 CM0664  ___________________________________________________________________
 CM0664  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CM0664  DYNAMIC HT  -         233.487 (meters)     766.03  (feet)  COMP
 CM0664  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 CM0664
 CM0664  VERT ORDER  -  FIRST     CLASS I
 CM0664
 CM0664.This mark is at Auburn-Opelika Robert G Pitts Airport (AUO)
 CM0664
 CM0664.The horizontal coordinates were scaled from a topographic map and have
 CM0664.an estimated accuracy of +/- 6 seconds.
 CM0664
 CM0664.The orthometric height was determined by differential leveling
 CM0664.and adjusted by the National Geodetic Survey in June 1991..
 CM0664
 CM0664.The geoid height was determined by GEOID03.
 CM0664
 CM0664.The dynamic height is computed by dividing the NAVD 88
 CM0664.geopotential number by the normal gravity value computed on the
 CM0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0664.degrees latitude (g = 980.6199 gals.).
 CM0664
 CM0664.The modeled gravity was interpolated from observed gravity values.
 CM0664
 CM0664;                    North         East    Units  Estimated Accuracy
 CM0664;SPC AL E     -   234,750.      237,120.      MT  (+/- 180 meters Scaled)
 CM0664
 CM0664                          SUPERSEDED SURVEY CONTROL
 CM0664
 CM0664  NGVD 29 (??/??/92)  233.733  (m)          766.84   (f) ADJ UNCH    1 1
 CM0664
 CM0664.Superseded values are not recommended for survey control.
 CM0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0664.See file dsdata.txt to determine how the superseded data were derived.
 CM0664
 CM0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB465098(NAD 83)
 CM0664_MARKER: DG = GRAVITY STATION DISK
 CM0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0664_SP_SET: CONCRETE RAMP NEAR BUILDING
 CM0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0664
 CM0664  HISTORY     - Date     Condition        Report By
 CM0664  HISTORY     - UNK      MONUMENTED       DOD
 CM0664  HISTORY     - 1968     GOOD             NGS
 CM0664  HISTORY     - 1983     GOOD             USGS
 CM0664
 CM0664                          STATION DESCRIPTION
 CM0664
 CM0664'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0664'3 MI E FROM AUBURN.
 CM0664'ABOUT 2.0 MILES NORTHEAST ALONG THE WESTERN RAILWAY OF ALABAMA
 CM0664'FROM THE STATION AT AUBURN, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG
 CM0664'SAUGAHATCHEE ROAD (COUNTY ROAD 40), AT THE AUBURN-OPELIKA AIRPORT,
 CM0664'SET IN THE TOP OF THE CONCRETE RAMP AT THE NORTH END OF THE
 CM0664'ADMINISTRATION BUILDING, 15.2 FEET WEST OF THE NORTHEAST CORNER
 CM0664'OF THE BUILDING, 0.4 FOOT NORTH OF THE FACE OF THE NORTH WALL AND
 CM0664'ABOUT LEVEL WITH THE GROUND.
 CM0664
 CM0664                          STATION RECOVERY (1983)
 CM0664
 CM0664'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1983
 CM0664'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2249 ***********************************************************************
 CM2249  DESIGNATION -  AUBURN WATER CO ARMSTRONG TANK
 CM2249  PID         -  CM2249
 CM2249  STATE/COUNTY-  AL/LEE
 CM2249  USGS QUAD   -  AUBURN (1983)
 CM2249
 CM2249                         *CURRENT SURVEY CONTROL
 CM2249  ___________________________________________________________________
 CM2249* NAD 83(1992)-  32 36 00.28814(N)    085 28 41.51190(W)     ADJUSTED  
 CM2249* NAVD 88     -                                                        
 CM2249  ___________________________________________________________________
 CM2249  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 CM2249  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CM2249
 CM2249  HORZ ORDER  -  THIRD
 CM2249
 CM2249.The horizontal coordinates were established by classical geodetic methods
 CM2249.and adjusted by the National Geodetic Survey in December 1992..
 CM2249
 CM2249
 CM2249.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2249
 CM2249.The geoid height was determined by GEOID03.
 CM2249
 CM2249;                    North         East     Units Scale Factor Converg.
 CM2249;SPC AL E     -   232,901.173   233,336.236   MT  0.99997370   +0 11 28.8
 CM2249;UTM  16      - 3,607,975.120   642,805.399   MT  0.99985147   +0 49 12.2
 CM2249
 CM2249                          SUPERSEDED SURVEY CONTROL
 CM2249
 CM2249  NAD 83(1986)-  32 36 00.29433(N)    085 28 41.51314(W) AD(       ) 4
 CM2249  NAD 27      -  32 35 59.81300(N)    085 28 41.69600(W) AD(       ) 3
 CM2249
 CM2249.Superseded values are not recommended for survey control.
 CM2249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2249.See file dsdata.txt to determine how the superseded data were derived.
 CM2249
 CM2249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4280507975(NAD 83)
 CM2249_MARKER: 53 = ELEVATED TANK
 CM2249
 CM2249  HISTORY     - Date     Condition        Report By
 CM2249  HISTORY     - 1943     FIRST OBSERVED   CGS
 CM2249  HISTORY     - 1983     GOOD             NGS
 CM2249  HISTORY     - 1986     GOOD             USPSQD
 CM2249
 CM2249                          STATION DESCRIPTION
 CM2249
 CM2249'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 CM2249'THIS INTERSECTION STATION IS THE AUBURN WATER COMPANY, ARMSTRONG
 CM2249'STREET, TANK.  IT IS A SQUAT BOWL ATOP A 6-LEGGED STEEL STRUCTURE,
 CM2249'OVERALL HEIGHT ABOUT 125 FEET AND IS PAINTED ALUMINUM COLOR.  IT IS
 CM2249'150 FEET E OF THE CENTER OF ARMSTRONG STREET AND 41 FEET S OF THE
 CM2249'S FENCE OF THE AUBURN CEMETERY.  THE POINT OBSERVED UPON WAS THE
 CM2249'BALL AT THE APEX OF THE ROOF OF THE TANK.
 CM2249
 CM2249                          STATION RECOVERY (1983)
 CM2249
 CM2249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983 (DAH)
 CM2249'RECOVERED IN GOOD CONDITION.  THE TANK IS CURRENTLY PAINTED LIGHT
 CM2249'BLUE-GREEN.
 CM2249'
 CM2249'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN AUBURN.
 CM2249
 CM2249                          STATION RECOVERY (1986)
 CM2249
 CM2249'RECOVERY NOTE BY US POWER SQUADRON 1986 (DTH)
 CM2249'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2252 ***********************************************************************
 CM2252  DESIGNATION -  AUBURN WIT MARK
 CM2252  PID         -  CM2252
 CM2252  STATE/COUNTY-  AL/LEE
 CM2252  USGS QUAD   -  AUBURN (1983)
 CM2252
 CM2252                         *CURRENT SURVEY CONTROL
 CM2252  ___________________________________________________________________
 CM2252* NAD 83(1992)-  32 36 23.01141(N)    085 28 56.55920(W)     ADJUSTED  
 CM2252* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 CM2252  ___________________________________________________________________
 CM2252  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CM2252  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CM2252
 CM2252  HORZ ORDER  -  SECOND
 CM2252
 CM2252.The horizontal coordinates were established by classical geodetic methods
 CM2252.and adjusted by the National Geodetic Survey in September 1997..
 CM2252
 CM2252.The orthometric height was scaled from a topographic map.
 CM2252
 CM2252.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2252
 CM2252.The geoid height was determined by GEOID03.
 CM2252
 CM2252;                    North         East     Units Scale Factor Converg.
 CM2252;SPC AL E     -   233,599.834   232,941.569   MT  0.99997338   +0 11 20.8
 CM2252;UTM  16      - 3,608,669.323   642,403.138   MT  0.99985006   +0 49 04.6
 CM2252
 CM2252!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2252!SPC AL E     -   0.99997041  x   0.99997338  =   0.99994379
 CM2252!UTM  16      -   0.99997041  x   0.99985006  =   0.99982048
 CM2252
 CM2252                          SUPERSEDED SURVEY CONTROL
 CM2252
 CM2252  NAD 83(1992)-  32 36 23.01141(N)    085 28 56.55920(W) AD(       ) 2
 CM2252  NAD 83(1986)-  32 36 23.01731(N)    085 28 56.56027(W) AD(       ) 2
 CM2252  NAD 27      -  32 36 22.53600(N)    085 28 56.74100(W) AD(       ) 2
 CM2252
 CM2252.Superseded values are not recommended for survey control.
 CM2252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2252.See file dsdata.txt to determine how the superseded data were derived.
 CM2252
 CM2252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4240308669(NAD 83)
 CM2252_MARKER: DD = SURVEY DISK
 CM2252_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CM2252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM2252
 CM2252  HISTORY     - Date     Condition        Report By
 CM2252  HISTORY     - 1943     MONUMENTED       ALGS
 CM2252
 CM2252                          STATION DESCRIPTION
 CM2252
 CM2252'DESCRIBED BY ALABAMA GEODETIC SURVEY 1943 (GWL)
 CM2252'THIS STATION WAS ESTABLISHED BY THE ALABAMA GEODETIC SURVEY IN THE
 CM2252'NE SECTION OF THE AUBURN UNIVERSITY CAMPUS.  IT IS 41 FEET S OF
 CM2252'THE S CURB OF W MAGNOLIA STREET AND ABOUT 125 FEET W OF THE
 CM2252'N POST OF THE NE ENTRANCE TO THE CAMPUS.  IT IS A PRECAST
 CM2252'CONCRETE POST 8 INCHES IN DIAMETER AND SET FLUSH WITH THE
 CM2252'SURFACE, THE BRONZE DISK IS CENTERED IN THE CONCRETE POST
 CM2252'AND INSCRIBED ALABAMA GEODETIC SURVEY.  THERE IS A TRIANGLE
 CM2252'STAMPED IN THE CENTER.
 CM2252'
 CM2252'THIS STATION WAS CONNECTED BY TRAVERSE TO OUR TRIANGULATION STATION
 CM2252'AUBURN.  THE DISTANCE BETWEEN THE TWO STATIONS IS 5.722 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3039 ***********************************************************************
 CN3039  DESIGNATION -  AULTMAN
 CN3039  PID         -  CN3039
 CN3039  STATE/COUNTY-  AL/PERRY
 CN3039  USGS QUAD   -  HOGGLESVILLE (1983)
 CN3039
 CN3039                         *CURRENT SURVEY CONTROL
 CN3039  ___________________________________________________________________
 CN3039* NAD 83(1992)-  32 49 49.90572(N)    087 23 55.45304(W)     ADJUSTED  
 CN3039* NAVD 88     -       150.2    (meters)     493.     (feet)  VERTCON   
 CN3039  ___________________________________________________________________
 CN3039  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CN3039  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CN3039
 CN3039  HORZ ORDER  -  FIRST
 CN3039
 CN3039.The horizontal coordinates were established by classical geodetic methods
 CN3039.and adjusted by the National Geodetic Survey in December 1992..
 CN3039
 CN3039.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3039.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3039
 CN3039.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3039
 CN3039.The geoid height was determined by GEOID03.
 CN3039
 CN3039;                    North         East     Units Scale Factor Converg.
 CN3039;SPC AL W     -   313,823.471   609,480.777   MT  0.99993444   +0 03 17.6
 CN3039;UTM  16      - 3,632,570.073   462,680.483   MT  0.99961717   -0 12 58.2
 CN3039
 CN3039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3039!SPC AL W     -   0.99998100  x   0.99993444  =   0.99991544
 CN3039!UTM  16      -   0.99998100  x   0.99961717  =   0.99959818
 CN3039
 CN3039:                Primary Azimuth Mark                     Grid Az
 CN3039:SPC AL W     -  AULTMAN AZ MK                            162 27 16.3
 CN3039:UTM  16      -  AULTMAN AZ MK                            162 43 32.1
 CN3039
 CN3039|---------------------------------------------------------------------|
 CN3039| PID    Reference Object                     Distance      Geod. Az  |
 CN3039|                                                           dddmmss.s |
 CN3039| CF9345 AULTMAN AZ MK                                      1623033.9 |
 CN3039| CF9346 AULTMAN RM 1                         25.623 METERS 22647     |
 CN3039| CF9347 AULTMAN RM 2                         24.227 METERS 32826     |
 CN3039|---------------------------------------------------------------------|
 CN3039
 CN3039                          SUPERSEDED SURVEY CONTROL
 CN3039
 CN3039  NAD 83(1986)-  32 49 49.91391(N)    087 23 55.45545(W) AD(       ) 1
 CN3039  NAD 27      -  32 49 49.45592(N)    087 23 55.44962(W) AD(       ) 1
 CN3039  NGVD 29 (07/19/86)  150.2    (m)          493.     (f) VERT ANG       
 CN3039
 CN3039.Superseded values are not recommended for survey control.
 CN3039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3039.See file dsdata.txt to determine how the superseded data were derived.
 CN3039
 CN3039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6268032570(NAD 83)
 CN3039_MARKER: DS = TRIANGULATION STATION DISK
 CN3039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3039_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN3039
 CN3039  HISTORY     - Date     Condition        Report By
 CN3039  HISTORY     - 1970     MONUMENTED       NGS
 CN3039
 CN3039                          STATION DESCRIPTION
 CN3039
 CN3039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 CN3039'THE STATION IS LOCATED ABOUT 18 MILES SOUTHEAST OF MOUNDVILLE, 16
 CN3039'MILES SOUTHWEST OF BRENT AND 14 MILES NORTHEAST OF GREENSBORO.  IT
 CN3039'IS IN THE NORTHWEST 1/4 OF SECTION 5, T 21 N, R 7 E AND ON LAND
 CN3039'OWNED BY MR. JOHN W. AULTMAN WHO LIVES AT THE STATION SITE.
 CN3039'
 CN3039'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 AND COUNTY
 CN3039'ROUTE 50, AT THE EAST EDGE OF MOUNDVILLE, GO SOUTH ON STATE HIGHWAY
 CN3039'69 FOR 6.1 MILES TO THE JUNCTION OF STATE HIGHWAY 60, CONTINUE
 CN3039'SOUTH ON STATE HIGHWAY 69 FOR 3.1 MILES TO THE JUNCTION OF COUNTY
 CN3039'ROUTE 29, TURN LEFT AND GO EAST ON COUNTY ROUTE 29 FOR 9.5 MILES TO
 CN3039'THE JUNCTION OF STATE HIGHWAY 25, CONTINUE EASTERLY ON COUNTY ROUTE
 CN3039'29 FOR 3.6 MILES TO A CROSSROAD, TURN LEFT AND GO NORTHEAST ON A
 CN3039'GRAVELED ROAD FOR 2.55 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 CN3039'GO SOUTH ON A DIRT ROAD FOR 0.1 MILE TO A T-ROAD, TURN RIGHT AND
 CN3039'CONTINUE SOUTH ON A GRAVELED ROAD FOR 0.5 MILE TO MR. AULTMANS
 CN3039'HOUSE ON THE RIGHT AND THE STATION IN THE CLEARED FIELD,
 CN3039'WEST-NORTHWEST OF THE HOUSE.
 CN3039'
 CN3039'STATION MARKS ARE STANDARD DISKS STAMPED AULTMAN 1970.  THE SURFACE
 CN3039'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN3039'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 227 FEET
 CN3039'WEST-NORTHWEST OF THE NORTHWEST CORNER OF HOUSE, 152 FEET
 CN3039'WEST-SOUTHWEST OF A WIRE FENCE AND ON THE HIGHEST PART OF HILL.
 CN3039'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CN3039'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 CN3039'
 CN3039'REFERENCE MARK 1, A STANDARD DISK STAMPED AULTMAN NO 1 1970, IS SET
 CN3039'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CN3039'WITH THE GROUND SURFACE.  IT IS 8.5 FEET EAST OF A 5-INCH
 CN3039'TRIANGULAR BLAZED PINE TREE AND ABOUT 4 FEET LOWER THAN THE
 CN3039'STATION.
 CN3039'
 CN3039'REFERENCE MARK 2, A STANDARD DISK STAMPED AULTMAN NO 2 1970, IS SET
 CN3039'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CN3039'WITH THE GROUND SURFACE.  IT IS 10 FEET SOUTHEAST OF A 6-INCH
 CN3039'TRIANGULAR BLAZED PINE TREE AND ABOUT 3 FEET LOWER THAN THE
 CN3039'STATION.
 CN3039'
 CN3039'THE AZIMUTH MARK, A STANDARD DISK STAMPED AULTMAN 1970, IS SET IN
 CN3039'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 CN3039'INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET EAST OF THE CENTER
 CN3039'OF ROAD, 2.5 FEET NORTHEAST OF POWERLINE POLE NUMBER 65 AND 2.2 FEET
 CN3039'WEST OF A METAL WITNESS POST.
 CN3039'
 CN3039'TO REACH THE AZIMUTH MARK FROM MR. AULTMANS HOUSE, GO SOUTH ON THE
 CN3039'GRAVELED ROAD FOR 0.2 MILE TO THE MARK ON THE LEFT.
 CN3039'
 CN3039'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1419 ***********************************************************************
 EF1419  DESIGNATION -  AURORA
 EF1419  PID         -  EF1419
 EF1419  STATE/COUNTY-  AL/ETOWAH
 EF1419  USGS QUAD   -  BOAZ (1983)
 EF1419
 EF1419                         *CURRENT SURVEY CONTROL
 EF1419  ___________________________________________________________________
 EF1419* NAD 83(1992)-  34 08 47.60591(N)    086 11 00.94423(W)     ADJUSTED  
 EF1419* NAVD 88     -       427.4    (meters)    1402.     (feet)  VERTCON   
 EF1419  ___________________________________________________________________
 EF1419  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 EF1419  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EF1419
 EF1419  HORZ ORDER  -  FIRST
 EF1419
 EF1419.The horizontal coordinates were established by classical geodetic methods
 EF1419.and adjusted by the National Geodetic Survey in December 1992..
 EF1419
 EF1419.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1419.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1419
 EF1419.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1419
 EF1419.The geoid height was determined by GEOID03.
 EF1419
 EF1419;                    North         East     Units Scale Factor Converg.
 EF1419;SPC AL E     -   404,415.624   167,697.989   MT  0.99997286   -0 11 47.8
 EF1419;SPC AL W     -   460,556.972   721,402.369   MT  1.00011495   +0 44 20.4
 EF1419;UTM  16      - 3,778,707.141   575,264.400   MT  0.99966983   +0 27 29.8
 EF1419
 EF1419!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1419!SPC AL E     -   0.99993747  x   0.99997286  =   0.99991033
 EF1419!SPC AL W     -   0.99993747  x   1.00011495  =   1.00005241
 EF1419!UTM  16      -   0.99993747  x   0.99966983  =   0.99960732
 EF1419
 EF1419:                Primary Azimuth Mark                     Grid Az
 EF1419:SPC AL E     -  AURORA AZ MK                             066 58 13.2
 EF1419:SPC AL W     -  AURORA AZ MK                             066 02 05.0
 EF1419:UTM  16      -  AURORA AZ MK                             066 18 55.6
 EF1419
 EF1419|---------------------------------------------------------------------|
 EF1419| PID    Reference Object                     Distance      Geod. Az  |
 EF1419|                                                           dddmmss.s |
 EF1419| CG5493 AURORA AZ MK                                       0664625.4 |
 EF1419| DG3598 LOWER MT BEYOND INDIAN              APPROX.66.9 KM 1095800.4 |
 EF1419| DG3600 TERRAPIN MT                         APPROX.62.3 KM 1174915.7 |
 EF1419| DG3604 HURRICANE MT                        APPROX.56.1 KM 1225338.8 |
 EF1419| CA1649 PEAK D OR HURST                                    14033     |
 EF1419| CA1650 PEAK A OR TREFOIL                                  14354     |
 EF1419| CA1651 COLDWATER MT WEST PEAK                             15442     |
 EF1419| CA1648 TALLADEGA RANGE HIGH PEAK                          15756     |
 EF1419| EF1414 MOUNTAIN NEAR HEAD OF BIG COVE      APPROX.55.5 KM 3481343.3 |
 EF1419|---------------------------------------------------------------------|
 EF1419
 EF1419                          SUPERSEDED SURVEY CONTROL
 EF1419
 EF1419  NAD 83(1986)-  34 08 47.61472(N)    086 11 00.95075(W) AD(       ) 1
 EF1419  NAD 27      -  34 08 47.26700(N)    086 11 01.03800(W) AD(       ) 1
 EF1419  NGVD 29 (08/26/91)  427.4    (m)         1402.     (f) VERT ANG       
 EF1419
 EF1419.Superseded values are not recommended for survey control.
 EF1419.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1419.See file dsdata.txt to determine how the superseded data were derived.
 EF1419
 EF1419_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7526478707(NAD 83)
 EF1419_MARKER: X = CHISELED CROSS
 EF1419_SETTING: 0 = UNSPECIFIED SETTING
 EF1419
 EF1419  HISTORY     - Date     Condition        Report By
 EF1419  HISTORY     - 1877     MONUMENTED       CGS
 EF1419  HISTORY     - 1886     GOOD             CGS
 EF1419  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EF1419
 EF1419                          STATION DESCRIPTION
 EF1419
 EF1419'DESCRIBED BY COAST AND GEODETIC SURVEY 1886
 EF1419'ON THE HIGHEST PART OF SAND MOUNTAIN AT THE HEAD OF BRISTOES COVE,
 EF1419'ABOUT 1 MILE EAST OF WHERE THE MAIN ROAD FROM GADSDEN TO
 EF1419'GUNTERSVILLE REACHES THE SUMMIT OF THE MOUNTAIN AND ABOUT 15 MILES
 EF1419'FROM ATTALLA, ALABAMA, ON THE ALABAMA GREAT SOUTHERN RAILROAD.
 EF1419'AURORA, WITH RURAL FREE DELIVERY FROM BOAZ, IS ABOUT 3 MILES
 EF1419'DISTANT.  THERE IS A SPRING ABOUT ONE-HALF MILE NORTHEAST OF THE
 EF1419'STATION.  THE SURFACE MARK IS A CROSS CUT ON A GRANITE POST 5 BY 5
 EF1419'INCHES SQUARE, BURIED WITH THE TOP COVERED WITH EARTH AND ROCK.  THE
 EF1419'LETTERS U.S.C.S. ARE ALSO CUT ON THE POST.  THE REFERENCE MARKS ARE
 EF1419'FOUR SIMILAR GRANITE POSTS WITH LINES CUT DIAGONALLY, THE
 EF1419'INTERSECTION OF WHICH IS 6 FEET FROM THE CENTER.  ARROWHEADS ARE
 EF1419'ALSO CUT ON ONE LINE OF EACH POST AND POINT TO THE CENTER AND
 EF1419'ARE DUE NORTH, SOUTH, EAST AND WEST OF THE STATION.  THE
 EF1419'UNDERGROUND MARK IS A GLASS BOTTLE FILLED WITH ASHES, BURIED NECK
 EF1419'DOWNWARD TO A DEPTH OF ABOUT 3 FEET.  IN 1886 THE EAST STONE WAS
 EF1419'FOUND LYING ON THE GROUND.  THE OTHER THREE STONES WERE FOUND IN
 EF1419'PLACE BUT THEIR TOPS HAD BEEN BROKEN OFF SO AS TO DESTROY ALL THE
 EF1419'DIAGONAL LINES AND LETTERS.  THE EAST STONE WAS RESTORED TO ITS
 EF1419'FORMER PLACE.
 EF1419
 EF1419                          STATION RECOVERY (1934)
 EF1419
 EF1419'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EF1419'ON THE HIGHEST PART OF SAND MOUNTAIN, AT THE HEAD OF BRISTOES COVE,
 EF1419'ABOUT 4 MILES A LITTLE WEST OF SOUTH BOAZ, ALABAMA.  THE STATION WAS
 EF1419'A 5 BY 5 INCH SQUARE GRANITE POST SET OVER A GLASS BOTTLE FILLED WITH
 EF1419'ASHES.  THE REFERENCE MARKS WERE SIMILAR POSTS SET NORTH, EAST,
 EF1419'SOUTH AND WEST OF STATION AND 6 FEET DISTANT.  THE PROPERTY OWNER
 EF1419'REPORTS THAT IN 1932 TWO OF THE REFERENCE MARKS WERE PULLED OUT
 EF1419'AND USED AS GRAVE STONES.  IN 1933 THE OWNER WISHING TO BUILD A
 EF1419'CABIN, PULLED OUT THE STATION MARK AND REMAINING TWO REFERENCE MARKS
 EF1419'AND BUILT A LOG CABIN OVER THE STATION SITE.  IN 1934 C.W.A.
 EF1419'ENGINEERS DUG AND FOUND THE UNDERGROUND MARK, ALTHOUGH THE BOTTLE
 EF1419'WAS BROKEN IN DIGGING FOR IT, IT WAS LEFT IN PLACE AND THE
 EF1419'ORIGINAL STATION MARK-GRANITE POST WAS RESET OVER THE BOTTLE.
 EF1419'THIS POST IS NOW LOCATED UNDER THE REAR PORCH OF THE LOG CABIN.  A
 EF1419'NEW STATION WAS ESTABLISHED.  SEE DESCRIPTION ON AURORA ECC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1783 ***********************************************************************
 EF1783  DESIGNATION -  AURORA ECC RESET
 EF1783  PID         -  EF1783
 EF1783  STATE/COUNTY-  AL/ETOWAH
 EF1783  USGS QUAD   -  BOAZ (1983)
 EF1783
 EF1783                         *CURRENT SURVEY CONTROL
 EF1783  ___________________________________________________________________
 EF1783* NAD 83(1992)-  34 08 47.56312(N)    086 11 00.72215(W)     ADJUSTED  
 EF1783* NAVD 88     -       427.     (meters)    1401.     (feet)  SCALED    
 EF1783  ___________________________________________________________________
 EF1783  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 EF1783  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EF1783
 EF1783  HORZ ORDER  -  SECOND
 EF1783
 EF1783.The horizontal coordinates were established by classical geodetic methods
 EF1783.and adjusted by the National Geodetic Survey in December 1992..
 EF1783
 EF1783.The orthometric height was scaled from a topographic map.
 EF1783
 EF1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1783
 EF1783.The geoid height was determined by GEOID03.
 EF1783
 EF1783;                    North         East     Units Scale Factor Converg.
 EF1783;SPC AL E     -   404,414.286   167,703.674   MT  0.99997285   -0 11 47.7
 EF1783;UTM  16      - 3,778,705.869   575,270.097   MT  0.99966984   +0 27 29.9
 EF1783
 EF1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1783!SPC AL E     -   0.99993753  x   0.99997285  =   0.99991038
 EF1783!UTM  16      -   0.99993753  x   0.99966984  =   0.99960739
 EF1783
 EF1783:                Primary Azimuth Mark                     Grid Az
 EF1783:SPC AL E     -  GUNTER 2 RESET                           001 01 28.8
 EF1783:UTM  16      -  GUNTER 2 RESET                           000 22 11.2
 EF1783
 EF1783|---------------------------------------------------------------------|
 EF1783| PID    Reference Object                     Distance      Geod. Az  |
 EF1783|                                                           dddmmss.s |
 EF1783| EF1795 GUNTER 2 RESET                      APPROX.47.0 KM 0004941.1 |
 EF1783| CG5494 AURORA ECC AZ MK                                   0374315.1 |
 EF1783| CG5495 AURORA ECC RM 1                      10.363 METERS 11214     |
 EF1783| CS7050 AURORA ECC RM 3                      10.298 METERS 11223     |
 EF1783| CG5496 AURORA ECC RM 2                      21.006 METERS 21421     |
 EF1783| EF1419 AURORA                                5.842 METERS 28303     |
 EF1783| EF1784 AURORA ECC AZ MK 2                  APPROX. 3.0 KM 3425522.9 |
 EF1783|---------------------------------------------------------------------|
 EF1783
 EF1783                          SUPERSEDED SURVEY CONTROL
 EF1783
 EF1783  NAD 83(1986)-  34 08 47.57192(N)    086 11 00.72861(W) AD(       ) 2
 EF1783  NAD 27      -  34 08 47.22400(N)    086 11 00.81600(W) AD(       ) 2
 EF1783
 EF1783.Superseded values are not recommended for survey control.
 EF1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1783.See file dsdata.txt to determine how the superseded data were derived.
 EF1783
 EF1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC7527078706(NAD 83)
 EF1783_MARKER: DS = TRIANGULATION STATION DISK
 EF1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1783_STAMPING: AURORA ECC 1934 1981
 EF1783_MARK LOGO: NGS   
 EF1783_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EF1783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1783+STABILITY: SURFACE MOTION
 EF1783
 EF1783  HISTORY     - Date     Condition        Report By
 EF1783  HISTORY     - 1981     MONUMENTED       NGS
 EF1783
 EF1783                          STATION DESCRIPTION
 EF1783
 EF1783'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 EF1783'THE STATION IS LOCATED ABOUT 21.7 KM (13.48 MI) NORTHWEST OF GADSDEN
 EF1783'6.4 KM (3.98 MI) SOUTH SOUTHWEST OF BOAZ, ON THE HIGHEST POINT OF SAND
 EF1783'MOUNTAIN, ON PROPERTY OWNED BY ALABAMA STATE FOREST SERVICE, AT THE
 EF1783'SITE OF A LOOKOUT TOWER.  THE STATION UNDERGROUND MARK AND REFERENCE
 EF1783'MARK NO 2 WERE RECOVERED IN GOOD CONDITION.  THE STATION SURFACE MARK
 EF1783'AND REFERENCE MARK NO 1 WERE FOUND DESTROYED.  THE AZIMUTH MARK WAS
 EF1783'SEARCHED FOR BUT NOT FOUND.  A NEW STATION SURFACE MARK WAS SET OVER
 EF1783'THE UNDERGROUND MARK, A NEW REFERENCE MARK NO 3 WAS ESTABLISHED NEAR
 EF1783'THE SAME LOCATION AS REFERENCE MARK NO 1 AND A NEW AZIMUTH MARK WAS
 EF1783'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.  TO REACH FROM
 EF1783'THE JUNCTION OF US HIGHWAY 278 AND STATE HIGHWAY 179, ABOUT 9.6 KM
 EF1783'(5.97 MI) WEST NORTHWEST OF GADSDEN, GO NORTH ON STATE HIGHWAY 179 FOR
 EF1783'12.42 KM (7.72 MI) TO A PAVED SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 EF1783'GO EAST ON PAVED ROAD FOR 1.96 KM (1.22 MI) TO A GRAVEL SIDE ROAD ON
 EF1783'THE RIGHT, TURN RIGHT AND FOLLOW GRAVEL ROAD FOR 1.69 KM (1.05 MI) TO
 EF1783'END OF ROAD AT LOOKOUT TOWER AND STATION. STATION SURFACE MARK IS A
 EF1783'STANDARD NGS DISK, STAMPED AURORA ECC 1934 1981, SET IN TOP OF A ROUND
 EF1783'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS IN THE CENTER OF GRAVEL
 EF1783'DRIVE AROUND LOOKOUT TOWER, 10.48 M (34.38 FT) EAST SOUTHEAST OF THE
 EF1783'SOUTHWEST LEG OF TOWER, 6.64 M (21.78 FT) SOUTHEAST OF THE SOUTHEAST
 EF1783'LEG OF TOWER, 7.56 M (24.80 FT) NORTH NORTHEAST OF A 24 INCH OAK TREE,
 EF1783'7.01 M (23.00 FT) SOUTH OF THE SOUTHEAST CORNER OF SMALL BLOCK
 EF1783'BUILDING. REFERENCE MARK NO 2 IS A STANDARD CGS DISK, STAMPED AURORA
 EF1783'ECC 1934 NO 2, SET IN A DRILL HOLE IN A LARGE FLAT TOP BOULDER.  IT IS
 EF1783'23.90 M (78.41 FT) SOUTH OF THE SOUTHWEST LEG OF TOWER, 10.06 M (33.01
 EF1783'FT) SOUTHEAST OF THE CENTER OF GRAVEL ROAD AND 2.80 M (9.19 FT)
 EF1783'SOUTHWEST OF AN 8 INCH HICKORY TREE. REFERENCE MARK NO 3 IS A STANDARD
 EF1783'NGS DISK, STAMPED AURORA ECC 1934 NO 3 1981, SET IN A DRILL HOLE IN
 EF1783'LARGE BOULDER AT SOUTH EDGE OF SUMMIT.  IT IS 13.66 M (44.82 FT)
 EF1783'SOUTHEAST OF THE SOUTHEAST CORNER OF SMALL BLOCK BUILDING, 11.83 M
 EF1783'(38.81 FT) EAST OF A 24 INCH RED OAK TREE. AZIMUTH MARK NO 2 IS A
 EF1783'STANDARD NGS DISK, STAMPED AURORA 1934 NO 2 1981, SET IN TOP OF A
 EF1783'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 7.62 M (25.00 FT)
 EF1783'NORTH OF THE CENTER OF PAVED ROAD, 5.79 M (19.00 FT) SOUTH OF A 6 INCH
 EF1783'PINE TREE, 0.61 M (2.00 FT) NORTHEAST OF TELEPHONE POLE NO 9 AND 0.61
 EF1783'M (2.00 FT) WEST OF A METAL WITNESS POST AND SIGN.  TO REACH THE
 EF1783'AZIMUTH MARK FROM PAVED SIDEROAD LEADING TO STATION, GO NORTH ON STATE
 EF1783'HIGHWAY 179 FOR 1.80 KM (1.12 MI) TO A PAVED SIDE ROAD ON THE RIGHT
 EF1783'(GEORGE-JOHNSON ROAD), TURN RIGHT AND GO EAST ON PAVED ROAD FOR 0.74
 EF1783'KM (0.46 MI) TO
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2571 ***********************************************************************
 DH2571  DESIGNATION -  AUSTIN
 DH2571  PID         -  DH2571
 DH2571  STATE/COUNTY-  AL/TUSCALOOSA
 DH2571  USGS QUAD   -  LAKE TUSCALOOSA NORTH (1978)
 DH2571
 DH2571                         *CURRENT SURVEY CONTROL
 DH2571  ___________________________________________________________________
 DH2571* NAD 83(1992)-  33 23 47.07505(N)    087 30 46.25756(W)     ADJUSTED  
 DH2571* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 DH2571  ___________________________________________________________________
 DH2571  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 DH2571  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DH2571
 DH2571  HORZ ORDER  -  FIRST
 DH2571
 DH2571.The horizontal coordinates were established by classical geodetic methods
 DH2571.and adjusted by the National Geodetic Survey in December 1992..
 DH2571
 DH2571.The orthometric height was scaled from a topographic map.
 DH2571
 DH2571.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2571
 DH2571.The geoid height was determined by GEOID03.
 DH2571
 DH2571;                    North         East     Units Scale Factor Converg.
 DH2571;SPC AL W     -   376,574.620   598,804.668   MT  0.99993335   -0 00 25.5
 DH2571;UTM  16      - 3,695,351.855   452,306.884   MT  0.99962804   -0 16 56.3
 DH2571
 DH2571!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2571!SPC AL W     -   0.99997576  x   0.99993335  =   0.99990911
 DH2571!UTM  16      -   0.99997576  x   0.99962804  =   0.99960381
 DH2571
 DH2571|---------------------------------------------------------------------|
 DH2571| PID    Reference Object                     Distance      Geod. Az  |
 DH2571|                                                           dddmmss.s |
 DH2571| CF9349 AUSTIN RM 1                          20.458 METERS 07353     |
 DH2571| DH2563 FT WORTH ATLANTA AWY BCN 61         APPROX.23.1 KM 0982239.9 |
 DH2571| CF9348 AUSTIN AZ MK RESET                                 1640720.4 |
 DH2571| DH2137 PRICE                               APPROX.17.5 KM 2593947.3 |
 DH2571| CF9350 AUSTIN RM 2                          19.309 METERS 31729     |
 DH2571|---------------------------------------------------------------------|
 DH2571
 DH2571                          SUPERSEDED SURVEY CONTROL
 DH2571
 DH2571  NAD 83(1986)-  33 23 47.08027(N)    087 30 46.25957(W) AD(       ) 1
 DH2571  NAD 27      -  33 23 46.66900(N)    087 30 46.24300(W) AD(       ) 1
 DH2571
 DH2571.Superseded values are not recommended for survey control.
 DH2571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2571.See file dsdata.txt to determine how the superseded data were derived.
 DH2571
 DH2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5230795352(NAD 83)
 DH2571_MARKER: DS = TRIANGULATION STATION DISK
 DH2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2571
 DH2571  HISTORY     - Date     Condition        Report By
 DH2571  HISTORY     - 1939     MONUMENTED       CGS
 DH2571  HISTORY     - 1967     GOOD             USGS
 DH2571  HISTORY     - 1974     GOOD             NGS
 DH2571
 DH2571                          STATION DESCRIPTION
 DH2571
 DH2571'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DH2571'THIS STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH PROMINENT
 DH2571'ROUND HILL COVERED WITH SCRUB OAK TREES, ABOUT 13.75 MILES AIRLINE
 DH2571'NNE OF TUSCALOOSA, 5.5 MILES ESE OF SAMANTHA, IN THE NE 1/4
 DH2571'OF SEC 18, T 19 S, R 9 W, THE STATION MARK WHICH PROJECTS 4
 DH2571'INCHES IS SET IN A SMALL CLEARED SPACE SURROUNDED BY SCRUB OAK
 DH2571'TREES, IT IS 17 FEET WSW OF A TWIN OAK TREE, 30 FEET SSE OF AN
 DH2571'8-INCH DOUBLE-NOTCHED OAK TREE.
 DH2571'
 DH2571'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DH2571'BRONZE DISKS SET IN CONCRETE.
 DH2571'
 DH2571'REFERENCE MARK NO. 1 IS E OF THE STATION, 15 FEET E OF A 10-INCH
 DH2571'OAK (SCRUB) TREE.  REFERENCE MARK NO. 2 IS NW OF THE STATION,
 DH2571'30 FEET NNW OF AN 8-INCH DOUBLE BLAZED OAK TREE AND PROJECTS 4
 DH2571'INCHES.
 DH2571'
 DH2571'THE AZIMUTH MARK IS APPROXIMATELY 0.5 MILE SSE OF THE STATION,
 DH2571'ON THE W SIDE OF THE WOODS ROAD WHERE IT CURVES OVER THE TOP
 DH2571'OF THE HILL, 5 FEET W OF THE BANK, 11 FEET W OF THE CENTER LINE
 DH2571'OF THE ROAD, 20 FEET S OF A 6-INCH OAK TREE, AND PROJECTS
 DH2571'4 INCHES.  TO REACH THE AZIMUTH MARK FROM THE STATION, GO
 DH2571'WESTWARD DOWN THE HILL TO THE ROAD, TURN L AND FOLLOW THE
 DH2571'WINDING WOODS ROAD FOR 0.5 MILE TO THE TOP OF THE HILL AND THE
 DH2571'MARK ON THE R.
 DH2571'
 DH2571'TO REACH THE STATION FROM BRIDGE OVER THE BLACK WARRIOR RIVER,
 DH2571'GO N ON THE MACADAM ROAD FROM ITS INTERSECTION WITH ALA. 13
 DH2571'FOR 0.8 MILE, BEAR L WITH THE ROAD FOR 0.05 MILE AND TURN R ON
 DH2571'WHAT IS KNOWN AS THE CRAB ROAD, GO N ON THIS MACADAM ROAD WHICH
 DH2571'SOON BECOMES GRAVEL FOR 7.75 MILES TO A FORK, TAKE THE L FORK
 DH2571'AND CONTINUE FOR 1.75 MILES TO THE BRIDGE OVER THE NORTH RIVER,
 DH2571'CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 2.5 MILES TO A
 DH2571'FORK, TAKE THE R FORK AND GO 2.0 MILES TO A NARROW ROAD TO
 DH2571'THE R, TURN R ON THIS ROAD AND GO 0.2 MILE TO A DIM ROAD TO
 DH2571'THE L LEADING UP THE HILL TO THE TOP AND THE STATION.
 DH2571'
 DH2571'NO OBJECTS VISIBLE FROM THE GROUND.
 DH2571'
 DH2571'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DH2571
 DH2571                          STATION RECOVERY (1967)
 DH2571
 DH2571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DH2571'STATION AND REFERENCE MARKS FOUND IN GOOD CONDITION.
 DH2571'
 DH2571'STATION IS 24 FEET S OF S OF A LOOKOUT TOWER.  R.M. 1 IS IN THE
 DH2571'PARKING AREA, 63 FEET E OF THE TOWER AND 38 FEET E OF EAST SIDE
 DH2571'OF A SMALL BUILDING HOUSING A RADIO REPEATER STATION.  R.M. 2 IS
 DH2571'45 FEET W OF THE TOWER AND PROJECTS 2 INCHES.
 DH2571'
 DH2571'TO REACH THE STATION FROM THE INTERSECTION OF STATE HWY 69 AND 43
 DH2571'AND U.S. 82 IN NORTHPORT (AT 4 WAY STOP SIGN), GO N ON HWY 69 FOR
 DH2571'13.1 MILES TO T-ROAD RIGHT (T-ROAD IS 1.0 MILE N OF PATTERSON
 DH2571'METHODIST CHURCH), TURN RIGHT ON GRAVEL ROAD AND GO 0.4 MILE TO
 DH2571'GRAVEL ROAD LEFT AND GO 0.1 MILE TO PINE MOUNTAIN LOOKOUT TOWER
 DH2571'AND STATION.
 DH2571
 DH2571                          STATION RECOVERY (1974)
 DH2571
 DH2571'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 DH2571'THE STATION WAS VISITED 2-12-74 AND THE STATION, AZIMUTH MARK AND
 DH2571'REFERENCE MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK
 DH2571'NO. 1 WAS FOUND WITH ALL FOUR CORNERS OF THE CONCRETE MONUMENT
 DH2571'CHIPPED.  THE ANGLE BETWEEN THE MARK FAILED TO CHECK BY 1 MINUTE,
 DH2571'AND THE DISTANCE FAILED TO CHECK BY 0.12 FOOT.  THE AZIMUTH MARK
 DH2571'IS OBSTRUCTED FROM THE STATION BY THICK PINE WOODS AT THE
 DH2571'STATION.  THE AZIMUTH MARK WAS REQUESTED MOVED AT THIS DATE BUT
 DH2571'SINCE THERE WAS NO WHERE TO MOVE THE MARK AND IT WAS NOT VISIBLE
 DH2571'FROM THE STATION, IT WAS REFERENCE TO TWO POINTS BY ANGLE
 DH2571'AND MEASUREMENT.  IT WAS PLACED BACK IN ITS ORIGINAL POSITION
 DH2571'6-29-74, WHEN THE ROAD CONSTRUCTION WAS FINISHED.  A NEW
 DH2571'DESCRIPTION FOLLOWS--
 DH2571'
 DH2571'THE STATION IS LOCATED 13.75 MILES NNE OF TUSCALOOSA, 5.5 MILES ESE
 DH2571'OF SAMANTHA, IN THE NE 1/2 OF SEC. 18 T19S, R 9W., AT THE SITE OF
 DH2571'THE PINE MOUNTAIN LOOKOUT TOWER, ON A HIGH HILL COVERED WITH PINE
 DH2571'TREES, 18 FEET SW OF THE SOUTHEAST LEG OF THE TOWER, 16 FEET
 DH2571'SOUTHEAST OF THE SOUTHWEST LEG, AND 13 FEET SOUTH OF THE LINE
 DH2571'BETWEEN THE TWO LEGS.  IT IS A TRIANGULATION STATION DISK,
 DH2571'STAMPED AUSTIN 1939, PROJECTING 2 INCHES.
 DH2571'
 DH2571'REFERENCE MARK NO. 1 IS 67.11 FEET ENE OF THE STATION IN THE
 DH2571'PARKING LOT, 38.5 FEET E. OF THE E. SIDE OF A SMALL BUILDING, 65
 DH2571'FEET EAST OF THE CENTER OF THE FIRE TOWER, 53 FEET ENE OF THE SE LEG
 DH2571'OF THE TOWER, 5.5 FEET NORTH THE PROJECTED PLANE OF THE LINE
 DH2571'BETWEEN THE SE AND THE SW LEG.  IT IS A REFERENCE MARK DISK, STAMPED
 DH2571'AUSTIN NO 1 1939, PROJECTING 2 INCHES.
 DH2571'
 DH2571'REFERENCE MARK NO. 2 IS 63.35 FEET NORTHWEST OF THE STATION, 35 FEET
 DH2571'NORTHWEST OF THE NORTHWEST LEG OF THE FIRE TOWER, AND 13 FEET NORTH
 DH2571'OF THE PROJECTED LINE OF THE NORTHEAST AND THE NORTHWEST LEGS OF
 DH2571'THE TOWER.  IT IS A REFERENCE MARK DISK STAMPED AUSTIN NO 2 1939,
 DH2571'PROJECTS 2 INCHES.
 DH2571'
 DH2571'THE AZIMUTH MARK IS 0.55 MILE SSE OF THE STATION ON THE WEST SIDE OF
 DH2571'A COUNTY ROAD ABOUT 100 YARDS NORTH OF THE TOP OF THE HILL AT THE
 DH2571'OUTSIDE OF A CURVE, 18 FEET NORTHEAST OF A POWER POLE WHICH IS THE
 DH2571'FIRST POLE NORTH OF THE TOP OF THE HILL, 28 FEET WEST OF THE
 DH2571'CENTER OF THE ROAD, MIDWAY BETWEEN TWO METAL WITNESS POSTS EACH
 DH2571'ABOUT 0.8 FOOT FROM THE MARK.  IT IS A AZIMUTH MARK DISK STAMPED
 DH2571'AUSTIN 1929 1974.
 DH2571'
 DH2571'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 43 AND
 DH2571'69 AND U.S. HIGHWAY 62 AT THE NORTHSIDE OF TUSCALOOSA, GO NORTH ON
 DH2571'STATE HIGHWAY 69 FOR 13.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 DH2571'AND GO ABOUT 150 FEET TO A FORKS, TAKE RIGHT FORK AND GO 0.4 MILE
 DH2571'TO A SIDE ROAD LEFT (UPHILL) TO THE STATION AND THE FIRE TOWER.
 DH2571'
 DH2571'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST DOWN THE HILL TO
 DH2571'THE COUNTY ROAD, TURN LEFT AND CONTINUE 0.5 MILE TO THE AZIMUTH MARK
 DH2571'ON THE RIGHT NEAR THE TOP OF THE HILL.
 DH2571'
 DH2571'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--13.75 MILES NNE
 DH2571'OF TUSCALOOSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0235 ***********************************************************************
 BH0235  DESIGNATION -  B 10
 BH0235  PID         -  BH0235
 BH0235  STATE/COUNTY-  AL/MOBILE
 BH0235  USGS QUAD   -  KREOLE (1986)
 BH0235
 BH0235                         *CURRENT SURVEY CONTROL
 BH0235  ___________________________________________________________________
 BH0235* NAD 83(1986)-  30 27 54.     (N)    088 23 10.     (W)     SCALED    
 BH0235* NAVD 88     -         8.350  (meters)      27.39   (feet)  POSTED    
 BH0235  ___________________________________________________________________
 BH0235  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0235  DYNAMIC HT  -           8.340 (meters)      27.36  (feet)  COMP
 BH0235  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BH0235
 BH0235  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0235
 BH0235.The horizontal coordinates were scaled from a topographic map and have
 BH0235.an estimated accuracy of +/- 6 seconds.
 BH0235
 BH0235.The orthometric height was determined by differential leveling
 BH0235.and adjusted by the National Geodetic Survey in 1992..
 BH0235.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0235.rate of 0.0 thru 1.0 mm/km.
 BH0235
 BH0235.The geoid height was determined by GEOID03.
 BH0235
 BH0235.The dynamic height is computed by dividing the NAVD 88
 BH0235.geopotential number by the normal gravity value computed on the
 BH0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0235.degrees latitude (g = 980.6199 gals.).
 BH0235
 BH0235.The modeled gravity was interpolated from observed gravity values.
 BH0235
 BH0235;                    North         East    Units  Estimated Accuracy
 BH0235;SPC AL W     -    51,880.      514,910.      MT  (+/- 180 meters Scaled)
 BH0235
 BH0235                          SUPERSEDED SURVEY CONTROL
 BH0235
 BH0235  NGVD 29 (??/??/??)    8.412  (m)           27.60   (f) ADJUSTED    1 2
 BH0235
 BH0235.Superseded values are not recommended for survey control.
 BH0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0235.See file dsdata.txt to determine how the superseded data were derived.
 BH0235
 BH0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU669711(NAD 83)
 BH0235_MARKER: DB = BENCH MARK DISK
 BH0235_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0235_SP_SET: BRIDGE
 BH0235_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0235
 BH0235  HISTORY     - Date     Condition        Report By
 BH0235  HISTORY     - UNK      MONUMENTED       CGS
 BH0235  HISTORY     - 1968     MARK NOT FOUND   CGS
 BH0235
 BH0235                          STATION DESCRIPTION
 BH0235
 BH0235'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0235'2.75 MI SW FROM GRAND BAY.
 BH0235'2-3/4 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0235'GRAND BAY, MOBILE COUNTY, AT BRIDGE 9, IN THE TOP OF THE SOUTHWEST
 BH0235'ABUTMENT, AND ABOUT 7 FEET NORTHWEST OF THE TRACK.  NOTE-- THE MARK IS
 BH0235'PRESENTLY INACCESSABLE, COVERED BY HEAVY TIMBER TO HOLD RAILROAD
 BH0235'BALLAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2068 ***********************************************************************
 DH2068  DESIGNATION -  B 100
 DH2068  PID         -  DH2068
 DH2068  STATE/COUNTY-  AL/PICKENS
 DH2068  USGS QUAD   -  GORDO (1983)
 DH2068
 DH2068                         *CURRENT SURVEY CONTROL
 DH2068  ___________________________________________________________________
 DH2068* NAD 83(1986)-  33 19 12.     (N)    087 54 13.     (W)     SCALED    
 DH2068* NAVD 88     -        84.323  (meters)     276.65   (feet)  ADJUSTED  
 DH2068  ___________________________________________________________________
 DH2068  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DH2068  DYNAMIC HT  -          84.231 (meters)     276.35  (feet)  COMP
 DH2068  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 DH2068
 DH2068  VERT ORDER  -  SECOND    CLASS 0
 DH2068
 DH2068.The horizontal coordinates were scaled from a topographic map and have
 DH2068.an estimated accuracy of +/- 6 seconds.
 DH2068
 DH2068.The orthometric height was determined by differential leveling
 DH2068.and adjusted by the National Geodetic Survey in June 1991..
 DH2068
 DH2068.The geoid height was determined by GEOID03.
 DH2068
 DH2068.The dynamic height is computed by dividing the NAVD 88
 DH2068.geopotential number by the normal gravity value computed on the
 DH2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2068.degrees latitude (g = 980.6199 gals.).
 DH2068
 DH2068.The modeled gravity was interpolated from observed gravity values.
 DH2068
 DH2068;                    North         East    Units  Estimated Accuracy
 DH2068;SPC AL W     -   368,170.      562,420.      MT  (+/- 180 meters Scaled)
 DH2068
 DH2068                          SUPERSEDED SURVEY CONTROL
 DH2068
 DH2068  NGVD 29 (??/??/92)   84.251  (m)          276.41   (f) ADJ UNCH    2 0
 DH2068
 DH2068.Superseded values are not recommended for survey control.
 DH2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2068.See file dsdata.txt to determine how the superseded data were derived.
 DH2068
 DH2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB158871(NAD 83)
 DH2068_MARKER: DB = BENCH MARK DISK
 DH2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2068_STAMPING: B-100 1935
 DH2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2068+STABILITY: SURFACE MOTION
 DH2068
 DH2068  HISTORY     - Date     Condition        Report By
 DH2068  HISTORY     - 1935     MONUMENTED       CGS
 DH2068  HISTORY     - 1967     MARK NOT FOUND   USGS
 DH2068
 DH2068                          STATION DESCRIPTION
 DH2068
 DH2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH2068'IN GORDO.
 DH2068'45 FEET NORTH OF THE NORTHWEST CORNER OF THE MOBILE AND OHIO RAILROAD
 DH2068'STATION, 27 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK.
 DH2068
 DH2068                          STATION RECOVERY (1967)
 DH2068
 DH2068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DH2068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0063 ***********************************************************************
 DJ0063  DESIGNATION -  B 101
 DJ0063  PID         -  DJ0063
 DJ0063  STATE/COUNTY-  AL/LAMAR
 DJ0063  USGS QUAD   -  HIGHTOGY (1985)
 DJ0063
 DJ0063                         *CURRENT SURVEY CONTROL
 DJ0063  ___________________________________________________________________
 DJ0063* NAD 83(1986)-  33 39 21.     (N)    088 04 52.     (W)     SCALED    
 DJ0063* NAVD 88     -        95.519  (meters)     313.38   (feet)  ADJUSTED  
 DJ0063  ___________________________________________________________________
 DJ0063  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DJ0063  DYNAMIC HT  -          95.418 (meters)     313.05  (feet)  COMP
 DJ0063  MODELED GRAV-     979,580.0   (mgal)                       NAVD 88
 DJ0063
 DJ0063  VERT ORDER  -  SECOND    CLASS 0
 DJ0063
 DJ0063.The horizontal coordinates were scaled from a topographic map and have
 DJ0063.an estimated accuracy of +/- 6 seconds.
 DJ0063
 DJ0063.The orthometric height was determined by differential leveling
 DJ0063.and adjusted by the National Geodetic Survey in June 1991..
 DJ0063
 DJ0063.The geoid height was determined by GEOID03.
 DJ0063
 DJ0063.The dynamic height is computed by dividing the NAVD 88
 DJ0063.geopotential number by the normal gravity value computed on the
 DJ0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0063.degrees latitude (g = 980.6199 gals.).
 DJ0063
 DJ0063.The modeled gravity was interpolated from observed gravity values.
 DJ0063
 DJ0063;                    North         East    Units  Estimated Accuracy
 DJ0063;SPC AL W     -   405,500.      546,100.      MT  (+/- 180 meters Scaled)
 DJ0063
 DJ0063                          SUPERSEDED SURVEY CONTROL
 DJ0063
 DJ0063  NGVD 29 (??/??/92)   95.484  (m)          313.27   (f) ADJ UNCH    2 0
 DJ0063
 DJ0063.Superseded values are not recommended for survey control.
 DJ0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0063.See file dsdata.txt to determine how the superseded data were derived.
 DJ0063
 DJ0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC997245(NAD 83)
 DJ0063_MARKER: DB = BENCH MARK DISK
 DJ0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0063_STAMPING: B-101 1935
 DJ0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0063+STABILITY: SURFACE MOTION
 DJ0063
 DJ0063  HISTORY     - Date     Condition        Report By
 DJ0063  HISTORY     - 1935     MONUMENTED       CGS
 DJ0063
 DJ0063                          STATION DESCRIPTION
 DJ0063
 DJ0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ0063'7.0 MI N FROM MILLPORT.
 DJ0063'7.0 MILES NORTH OF SOUTHERN RR STATION AT MILLPORT ALONG STATE HIGHWAY
 DJ0063'NO. 19, 150 FEET SOUTH OF A LONG FILL WITH GUARD RAILS ON EACH SIDE,
 DJ0063'30 FEET WEST OF THE CENTERLINE OF THE ROAD, AT THE NORTH END OF A
 DJ0063'SMALL CUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0540 ***********************************************************************
 DJ0540  DESIGNATION -  B 102
 DJ0540  PID         -  DJ0540
 DJ0540  STATE/COUNTY-  AL/PICKENS
 DJ0540  USGS QUAD   -  NEW HOPE (1987)
 DJ0540
 DJ0540                         *CURRENT SURVEY CONTROL
 DJ0540  ___________________________________________________________________
 DJ0540* NAD 83(1986)-  33 26 32.     (N)    088 15 12.     (W)     SCALED    
 DJ0540* NAVD 88     -        98.219  (meters)     322.24   (feet)  ADJUSTED  
 DJ0540  ___________________________________________________________________
 DJ0540  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DJ0540  DYNAMIC HT  -          98.113 (meters)     321.89  (feet)  COMP
 DJ0540  MODELED GRAV-     979,561.5   (mgal)                       NAVD 88
 DJ0540
 DJ0540  VERT ORDER  -  SECOND    CLASS 0
 DJ0540
 DJ0540.The horizontal coordinates were scaled from a topographic map and have
 DJ0540.an estimated accuracy of +/- 6 seconds.
 DJ0540
 DJ0540.The orthometric height was determined by differential leveling
 DJ0540.and adjusted by the National Geodetic Survey in June 1991..
 DJ0540
 DJ0540.The geoid height was determined by GEOID03.
 DJ0540
 DJ0540.The dynamic height is computed by dividing the NAVD 88
 DJ0540.geopotential number by the normal gravity value computed on the
 DJ0540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0540.degrees latitude (g = 980.6199 gals.).
 DJ0540
 DJ0540.The modeled gravity was interpolated from observed gravity values.
 DJ0540
 DJ0540;                    North         East    Units  Estimated Accuracy
 DJ0540;SPC AL W     -   381,910.      529,960.      MT  (+/- 180 meters Scaled)
 DJ0540
 DJ0540                          SUPERSEDED SURVEY CONTROL
 DJ0540
 DJ0540  NGVD 29 (??/??/92)   98.186  (m)          322.13   (f) ADJ UNCH    2 0
 DJ0540
 DJ0540.Superseded values are not recommended for survey control.
 DJ0540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0540.See file dsdata.txt to determine how the superseded data were derived.
 DJ0540
 DJ0540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC835010(NAD 83)
 DJ0540_MARKER: DB = BENCH MARK DISK
 DJ0540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0540_STAMPING: B 102 1935
 DJ0540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0540+STABILITY: SURFACE MOTION
 DJ0540
 DJ0540  HISTORY     - Date     Condition        Report By
 DJ0540  HISTORY     - 1935     MONUMENTED       CGS
 DJ0540  HISTORY     - 1946     GOOD             NGS
 DJ0540
 DJ0540                          STATION DESCRIPTION
 DJ0540
 DJ0540'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ0540'IN STAFFORD.
 DJ0540'AT STAFFORD, PICKENS COUNTY, ON THE GULF, MOBILE AND OHIO RAILROAD, 54
 DJ0540'FEET NORTH OF THE NORTH CORNER OF THE ABANDONED POST OFFICE BUILDING,
 DJ0540'AT A ROAD CROSSING, 89 FEET EAST OF THE CENTER OF THE CROSSING, 81
 DJ0540'FEET EAST ACROSS THE TRACK FROM THE EAST END OF A 10-INCH PIPE CULVERT
 DJ0540'UNDER THE CROSSROAD, 7 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT
 DJ0540'NORTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1/2 FOOT LOWER THAN
 DJ0540'THE TRACK.  A STANDARD DISK, STAMPED B 102 1935 AND SET IN THE TOP OF
 DJ0540'A CONCRETE POST FLUSH WITH THE GROUND.
 DJ0540
 DJ0540                          STATION RECOVERY (1946)
 DJ0540
 DJ0540'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DJ0540'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1048 ***********************************************************************
 CO1048  DESIGNATION -  B 103 RESET
 CO1048  PID         -  CO1048
 CO1048  STATE/COUNTY-  AL/GREENE
 CO1048  USGS QUAD   -  WARSAW (1987)
 CO1048
 CO1048                         *CURRENT SURVEY CONTROL
 CO1048  ___________________________________________________________________
 CO1048* NAD 83(1986)-  32 55 25.     (N)    088 08 10.     (W)     SCALED    
 CO1048* NAVD 88     -        45.13   (meters)     148.1    (feet)  RESET     
 CO1048  ___________________________________________________________________
 CO1048  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CO1048
 CO1048  VERT ORDER  -  THIRD
 CO1048
 CO1048.The horizontal coordinates were scaled from a topographic map and have
 CO1048.an estimated accuracy of +/- 6 seconds.
 CO1048
 CO1048.The orthometric height was computed from unverified reset data.
 CO1048
 CO1048.The geoid height was determined by GEOID03.
 CO1048
 CO1048;                    North         East    Units  Estimated Accuracy
 CO1048;SPC AL W     -   324,320.      540,510.      MT  (+/- 180 meters Scaled)
 CO1048
 CO1048                          SUPERSEDED SURVEY CONTROL
 CO1048
 CO1048.No superseded survey control is available for this station.
 CO1048
 CO1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB937433(NAD 83)
 CO1048_MARKER: DB = BENCH MARK DISK
 CO1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1048_STAMPING: B 102 RESET 1964
 CO1048_PROJECTION: PROJECTING 5 CENTIMETERS
 CO1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1048+STABILITY: SURFACE MOTION
 CO1048
 CO1048  HISTORY     - Date     Condition        Report By
 CO1048  HISTORY     - 1964     MONUMENTED       CGS
 CO1048
 CO1048                          STATION DESCRIPTION
 CO1048
 CO1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CO1048'IN WEST GREENE.
 CO1048'LOCATED AT THE OLD COMMUNITY OF WEST GREEN, ALONG THE ST. LOUIS
 CO1048'SAN FRANCISCO RAILROAD, 115 FT. WEST OF THE WEST RAIL OF THE TRACKS,
 CO1048'2 FT. WEST OF A POWER POLE, 40.5 FT. SOUTH OF THE CENTERLINE OF AN
 CO1048'EAST WEST ROAD, 41 FT. EAST OF THE PROJECTED CENTERLINE OF A ROAD
 CO1048'LEADING NORTH, 96.9 FT. EAST OF THE NORTHEAST CORNER OF THE CONCRETE
 CO1048'STEPS OF THE WILLIAMS BROTHERS STORE, AND 1 FT. WEST OF A METAL
 CO1048'WITNESS POST, BM PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1521 ***********************************************************************
 CN1521  DESIGNATION -  B 107
 CN1521  PID         -  CN1521
 CN1521  STATE/COUNTY-  AL/PERRY
 CN1521  USGS QUAD   -  MARION NORTH (1983)
 CN1521
 CN1521                         *CURRENT SURVEY CONTROL
 CN1521  ___________________________________________________________________
 CN1521* NAD 83(1986)-  32 38 24.     (N)    087 17 37.     (W)     SCALED    
 CN1521* NAVD 88     -        89.674  (meters)     294.21   (feet)  ADJUSTED  
 CN1521  ___________________________________________________________________
 CN1521  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CN1521  DYNAMIC HT  -          89.571 (meters)     293.87  (feet)  COMP
 CN1521  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 CN1521
 CN1521  VERT ORDER  -  SECOND    CLASS 0
 CN1521
 CN1521.The horizontal coordinates were scaled from a topographic map and have
 CN1521.an estimated accuracy of +/- 6 seconds.
 CN1521
 CN1521.The orthometric height was determined by differential leveling
 CN1521.and adjusted by the National Geodetic Survey in June 1991..
 CN1521
 CN1521.The geoid height was determined by GEOID03.
 CN1521
 CN1521.The dynamic height is computed by dividing the NAVD 88
 CN1521.geopotential number by the normal gravity value computed on the
 CN1521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1521.degrees latitude (g = 980.6199 gals.).
 CN1521
 CN1521.The modeled gravity was interpolated from observed gravity values.
 CN1521
 CN1521;                    North         East    Units  Estimated Accuracy
 CN1521;SPC AL W     -   292,710.      619,360.      MT  (+/- 180 meters Scaled)
 CN1521
 CN1521                          SUPERSEDED SURVEY CONTROL
 CN1521
 CN1521  NGVD 29 (??/??/92)   89.621  (m)          294.03   (f) ADJ UNCH    2 0
 CN1521
 CN1521.Superseded values are not recommended for survey control.
 CN1521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1521.See file dsdata.txt to determine how the superseded data were derived.
 CN1521
 CN1521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB724114(NAD 83)
 CN1521_MARKER: DB = BENCH MARK DISK
 CN1521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1521_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1521_STAMPING: B-107 1935
 CN1521_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1521+STABILITY: SURFACE MOTION
 CN1521
 CN1521  HISTORY     - Date     Condition        Report By
 CN1521  HISTORY     - 1935     MONUMENTED       CGS
 CN1521  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN1521
 CN1521                          STATION DESCRIPTION
 CN1521
 CN1521'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN1521'2.9 MI NE FROM MARION.
 CN1521'ALONG STATE HIGHWAY 5 AT THE TOP OF A HILL AND A CURVE IN THE HIGHWAY.
 CN1521'36 FEET EAST CENTER LINE OF THE HIGHWAY, AND 40 FEET NORTHEAST OF A
 CN1521'MAILBOX AND PRIVATE DRIVE TO EAST.
 CN1521
 CN1521                          STATION RECOVERY (1975)
 CN1521
 CN1521'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN1521'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1498 ***********************************************************************
 CN1498  DESIGNATION -  B 108
 CN1498  PID         -  CN1498
 CN1498  STATE/COUNTY-  AL/CHILTON
 CN1498  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1498
 CN1498                         *CURRENT SURVEY CONTROL
 CN1498  ___________________________________________________________________
 CN1498* NAD 83(1986)-  32 49 58.     (N)    086 52 50.     (W)     SCALED    
 CN1498* NAVD 88     -       121.410  (meters)     398.33   (feet)  ADJUSTED  
 CN1498  ___________________________________________________________________
 CN1498  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CN1498  DYNAMIC HT  -         121.271 (meters)     397.87  (feet)  COMP
 CN1498  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 CN1498
 CN1498  VERT ORDER  -  FIRST     CLASS II
 CN1498
 CN1498.The horizontal coordinates were scaled from a topographic map and have
 CN1498.an estimated accuracy of +/- 6 seconds.
 CN1498
 CN1498.The orthometric height was determined by differential leveling
 CN1498.and adjusted by the National Geodetic Survey in June 1991..
 CN1498
 CN1498.The geoid height was determined by GEOID03.
 CN1498
 CN1498.The dynamic height is computed by dividing the NAVD 88
 CN1498.geopotential number by the normal gravity value computed on the
 CN1498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1498.degrees latitude (g = 980.6199 gals.).
 CN1498
 CN1498.The modeled gravity was interpolated from observed gravity values.
 CN1498
 CN1498;                    North         East    Units  Estimated Accuracy
 CN1498;SPC AL W     -   314,240.      658,000.      MT  (+/- 180 meters Scaled)
 CN1498
 CN1498                          SUPERSEDED SURVEY CONTROL
 CN1498
 CN1498  NGVD 29 (??/??/92)  121.374  (m)          398.21   (f) ADJ UNCH    1 2
 CN1498
 CN1498.Superseded values are not recommended for survey control.
 CN1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1498.See file dsdata.txt to determine how the superseded data were derived.
 CN1498
 CN1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB111327(NAD 83)
 CN1498_MARKER: DB = BENCH MARK DISK
 CN1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1498_STAMPING: B-108 1935
 CN1498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1498+STABILITY: SURFACE MOTION
 CN1498
 CN1498  HISTORY     - Date     Condition        Report By
 CN1498  HISTORY     - 1935     MONUMENTED       CGS
 CN1498  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1498
 CN1498                          STATION DESCRIPTION
 CN1498
 CN1498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN1498'3.1 MI N FROM MAPLESVILLE.
 CN1498'ALONG THE MOBILE AND OHIO RAILROAD 36 FEET EAST OF CENTER LINE OF A
 CN1498'CROSSING, AND 21 FEET NORTHEAST OF THE CENTER LINE OF TRACKS.  UNDER A
 CN1498'TELEPHONE LINE.
 CN1498
 CN1498                          STATION RECOVERY (1971)
 CN1498
 CN1498'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1564 ***********************************************************************
 CN1564  DESIGNATION -  B 109
 CN1564  PID         -  CN1564
 CN1564  STATE/COUNTY-  AL/PERRY
 CN1564  USGS QUAD   -  SCOTT STATION (1979)
 CN1564
 CN1564                         *CURRENT SURVEY CONTROL
 CN1564  ___________________________________________________________________
 CN1564* NAD 83(1986)-  32 36 39.     (N)    087 24 52.     (W)     SCALED    
 CN1564* NAVD 88     -        76.472  (meters)     250.89   (feet)  ADJUSTED  
 CN1564  ___________________________________________________________________
 CN1564  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CN1564  DYNAMIC HT  -          76.383 (meters)     250.60  (feet)  COMP
 CN1564  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 CN1564
 CN1564  VERT ORDER  -  SECOND    CLASS 0
 CN1564
 CN1564.The horizontal coordinates were scaled from a topographic map and have
 CN1564.an estimated accuracy of +/- 6 seconds.
 CN1564
 CN1564.The orthometric height was determined by differential leveling
 CN1564.and adjusted by the National Geodetic Survey in June 1991..
 CN1564
 CN1564.The geoid height was determined by GEOID03.
 CN1564
 CN1564.The dynamic height is computed by dividing the NAVD 88
 CN1564.geopotential number by the normal gravity value computed on the
 CN1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1564.degrees latitude (g = 980.6199 gals.).
 CN1564
 CN1564.The modeled gravity was interpolated from observed gravity values.
 CN1564
 CN1564;                    North         East    Units  Estimated Accuracy
 CN1564;SPC AL W     -   289,460.      608,030.      MT  (+/- 180 meters Scaled)
 CN1564
 CN1564                          SUPERSEDED SURVEY CONTROL
 CN1564
 CN1564  NGVD 29 (??/??/92)   76.430  (m)          250.75   (f) ADJ UNCH    2 0
 CN1564
 CN1564.Superseded values are not recommended for survey control.
 CN1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1564.See file dsdata.txt to determine how the superseded data were derived.
 CN1564
 CN1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB611082(NAD 83)
 CN1564_MARKER: DB = BENCH MARK DISK
 CN1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1564_STAMPING: B-109 1935
 CN1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1564+STABILITY: SURFACE MOTION
 CN1564
 CN1564  HISTORY     - Date     Condition        Report By
 CN1564  HISTORY     - 1935     MONUMENTED       CGS
 CN1564  HISTORY     - 1950     MARK NOT FOUND   NGS
 CN1564
 CN1564                          STATION DESCRIPTION
 CN1564
 CN1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN1564'1.4 MI E FROM SCOTT STATION.
 CN1564'ALONG SOUTHERN RAILROAD 25 FEET SOUTH CENTER LINE OF TRACKS, AND 500
 CN1564'FEET EAST OF A WOODEN BRIDGE.  NOTE-- A NEW ROAD WAS BUILT WHICH
 CN1564'PARALLELED THE TRACK.  MARK MAY BE COVERED.
 CN1564
 CN1564                          STATION RECOVERY (1950)
 CN1564
 CN1564'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CN1564'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2642 ***********************************************************************
 BG2642  DESIGNATION -  B 11
 BG2642  PID         -  BG2642
 BG2642  STATE/COUNTY-  AL/BALDWIN
 BG2642  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG2642
 BG2642                         *CURRENT SURVEY CONTROL
 BG2642  ___________________________________________________________________
 BG2642* NAD 83(1986)-  30 53 07.     (N)    087 45 52.     (W)     SCALED    
 BG2642* NAVD 88     -        75.229  (meters)     246.81   (feet)  ADJUSTED  
 BG2642  ___________________________________________________________________
 BG2642  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BG2642  DYNAMIC HT  -          75.132 (meters)     246.50  (feet)  COMP
 BG2642  MODELED GRAV-     979,352.3   (mgal)                       NAVD 88
 BG2642
 BG2642  VERT ORDER  -  FIRST     CLASS II
 BG2642
 BG2642.The horizontal coordinates were scaled from a topographic map and have
 BG2642.an estimated accuracy of +/- 6 seconds.
 BG2642
 BG2642.The orthometric height was determined by differential leveling
 BG2642.and adjusted by the National Geodetic Survey in June 1991..
 BG2642
 BG2642.The geoid height was determined by GEOID03.
 BG2642
 BG2642.The dynamic height is computed by dividing the NAVD 88
 BG2642.geopotential number by the normal gravity value computed on the
 BG2642.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2642.degrees latitude (g = 980.6199 gals.).
 BG2642
 BG2642.The modeled gravity was interpolated from observed gravity values.
 BG2642
 BG2642;                    North         East    Units  Estimated Accuracy
 BG2642;SPC AL W     -    98,170.      574,720.      MT  (+/- 180 meters Scaled)
 BG2642
 BG2642                          SUPERSEDED SURVEY CONTROL
 BG2642
 BG2642  NGVD 29 (??/??/92)   75.187  (m)          246.68   (f) ADJ UNCH    1 2
 BG2642
 BG2642.Superseded values are not recommended for survey control.
 BG2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2642.See file dsdata.txt to determine how the superseded data were derived.
 BG2642
 BG2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV269171(NAD 83)
 BG2642_MARKER: DB = BENCH MARK DISK
 BG2642_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG2642_SP_SET: CULVERT
 BG2642_STAMPING: B 11 1918 ELEV 246.709 FT
 BG2642_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2642
 BG2642  HISTORY     - Date     Condition        Report By
 BG2642  HISTORY     - 1918     MONUMENTED       CGS
 BG2642  HISTORY     - 1955     GOOD             NGS
 BG2642  HISTORY     - 20030816 GOOD             USPSQD
 BG2642  HISTORY     - 20051108 GOOD             USPSQD
 BG2642
 BG2642                          STATION DESCRIPTION
 BG2642
 BG2642'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2642'AT BAY MINETTE.
 BG2642'AT BAY MINETTE, ABOUT 0.45 MILE NORTHEAST ALONG THE LOUISVILLE
 BG2642'AND NASHVILLE RAILROAD FROM THE STATION, ABOUT 130 YARDS NORTHEAST
 BG2642'OF MILE POST 642, IN THE TOP OF THE NORTHWEST CONCRETE HEAD
 BG2642'WALL OF A 40-INCH PIPE CULVERT UNDER TRACK, 21 1/2 FEET NORTHWEST
 BG2642'OF NORTHWEST RAIL OF MAIN TRACK, 2 FEET NORTHEAST OF SOUTHWEST
 BG2642'END OF HEAD WALL AND ABOUT 7 FEET BELOW LEVEL OF TRACK.
 BG2642
 BG2642                          STATION RECOVERY (2003)
 BG2642
 BG2642'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2642'RECOVERED IN GOOD CONDITION.
 BG2642
 BG2642                          STATION RECOVERY (2005)
 BG2642
 BG2642'RECOVERY NOTE BY US POWER SQUADRON 2005 (PP)
 BG2642'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0397 ***********************************************************************
 CO0397  DESIGNATION -  B 110
 CO0397  PID         -  CO0397
 CO0397  STATE/COUNTY-  AL/CHOCTAW
 CO0397  USGS QUAD   -  BUTLER (1986)
 CO0397
 CO0397                         *CURRENT SURVEY CONTROL
 CO0397  ___________________________________________________________________
 CO0397* NAD 83(1992)-  32 05 21.93666(N)    088 13 20.08033(W)     ADJUSTED  
 CO0397* NAVD 88     -        52.361  (meters)     171.79   (feet)  ADJUSTED  
 CO0397  ___________________________________________________________________
 CO0397  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CO0397  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CO0397  DYNAMIC HT  -          52.300 (meters)     171.59  (feet)  COMP
 CO0397  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 CO0397
 CO0397  HORZ ORDER  -  THIRD
 CO0397  VERT ORDER  -  SECOND    CLASS 0
 CO0397
 CO0397.The horizontal coordinates were established by GPS observations
 CO0397.and adjusted by the National Geodetic Survey in May 1994..
 CO0397
 CO0397.The orthometric height was determined by differential leveling
 CO0397.and adjusted by the National Geodetic Survey in June 1991..
 CO0397
 CO0397.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0397
 CO0397.The geoid height was determined by GEOID03.
 CO0397
 CO0397.The dynamic height is computed by dividing the NAVD 88
 CO0397.geopotential number by the normal gravity value computed on the
 CO0397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0397.degrees latitude (g = 980.6199 gals.).
 CO0397
 CO0397.The modeled gravity was interpolated from observed gravity values.
 CO0397
 CO0397;                    North         East     Units Scale Factor Converg.
 CO0397;SPC AL W     -   231,868.205   531,822.920   MT  0.99999063   -0 23 01.3
 CO0397;UTM  16      - 3,551,001.660   384,660.824   MT  0.99976406   -0 38 57.8
 CO0397
 CO0397!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0397!SPC AL W     -   0.99999612  x   0.99999063  =   0.99998675
 CO0397!UTM  16      -   0.99999612  x   0.99976406  =   0.99976018
 CO0397
 CO0397                          SUPERSEDED SURVEY CONTROL
 CO0397
 CO0397  NAD 83(1992)-  32 05 21.93666(N)    088 13 20.08033(W) AD(       ) 3
 CO0397  NAD 83(1986)-  32 05 21.95038(N)    088 13 20.08802(W) AD(       ) 3
 CO0397  NAD 27      -  32 05 21.42422(N)    088 13 20.00993(W) AD(       ) 3
 CO0397  NGVD 29 (??/??/92)   52.346  (m)          171.74   (f) ADJ UNCH    2 0
 CO0397
 CO0397.Superseded values are not recommended for survey control.
 CO0397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0397.See file dsdata.txt to determine how the superseded data were derived.
 CO0397
 CO0397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8466151002(NAD 83)
 CO0397_MARKER: DB = BENCH MARK DISK
 CO0397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0397_SP_SET: SQUARE CONCRETE MONUMENT
 CO0397_STAMPING: B 110 1935
 CO0397_MARK LOGO: CGS   
 CO0397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0397+STABILITY: SURFACE MOTION
 CO0397_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO0397+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1987
 CO0397
 CO0397  HISTORY     - Date     Condition        Report By
 CO0397  HISTORY     - 1935     MONUMENTED       CGS
 CO0397  HISTORY     - 1981     GOOD             LOCSUR
 CO0397  HISTORY     - 19870616 GOOD             NGS
 CO0397
 CO0397                          STATION DESCRIPTION
 CO0397
 CO0397'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0397'IN BUTLER.
 CO0397'STANDARD DISK SET IN CONCRETE POST, STAMPED B 110 1935.  IN THE WEST
 CO0397'SIDE OF THE COURTHOUSE LAWN, 100 FEET WEST OF THE WEST ENTRANCE, AND 1
 CO0397'FOOT EAST OF CURB.
 CO0397
 CO0397                          STATION RECOVERY (1981)
 CO0397
 CO0397'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 CO0397'RECOVERED IN GOOD CONDITION.
 CO0397
 CO0397                          STATION RECOVERY (1987)
 CO0397
 CO0397'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 CO0397'AT BUTLER, WEST SIDE OF COURTHOUSE, A CONCRETE POST PROJECTING 6
 CO0397'INCHES.  LOCATED 16.2 METERS (53.0 FT) SOUTH FROM THE ONLY TREE IN
 CO0397'AREA, 12.8 METERS (42 FT) NORTH FROM CENTER OF COURTHOUSE WEST
 CO0397'ENTRANCE DOOR, 6.1 METERS (20.O FT) NORTHWEST, FROM NORTHWEST CORNER
 CO0397'OF COURTHOUSE ADDITION, 0.9 METERS (1.5 FT) EAST FROM NORTH-SOUTH
 CO0397'SIDEWALK CURB.
 CO0397'DESCRIBED BY K.R.W., TYPED BY E.D.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1846 ***********************************************************************
 CN1846  DESIGNATION -  B 111
 CN1846  PID         -  CN1846
 CN1846  STATE/COUNTY-  AL/DALLAS
 CN1846  USGS QUAD   -  BROWNS (1968)
 CN1846
 CN1846                         *CURRENT SURVEY CONTROL
 CN1846  ___________________________________________________________________
 CN1846* NAD 83(1986)-  32 26 11.     (N)    087 21 30.     (W)     SCALED    
 CN1846* NAVD 88     -        57.339  (meters)     188.12   (feet)  ADJUSTED  
 CN1846  ___________________________________________________________________
 CN1846  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CN1846  DYNAMIC HT  -          57.273 (meters)     187.90  (feet)  COMP
 CN1846  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 CN1846
 CN1846  VERT ORDER  -  FIRST     CLASS I
 CN1846
 CN1846.The horizontal coordinates were scaled from a topographic map and have
 CN1846.an estimated accuracy of +/- 6 seconds.
 CN1846
 CN1846.The orthometric height was determined by differential leveling
 CN1846.and adjusted by the National Geodetic Survey in June 1991..
 CN1846.WARNING-Repeat measurements at this control monument indicate possible
 CN1846.vertical movement.
 CN1846
 CN1846.The geoid height was determined by GEOID03.
 CN1846
 CN1846.The dynamic height is computed by dividing the NAVD 88
 CN1846.geopotential number by the normal gravity value computed on the
 CN1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1846.degrees latitude (g = 980.6199 gals.).
 CN1846
 CN1846.The modeled gravity was interpolated from observed gravity values.
 CN1846
 CN1846;                    North         East    Units  Estimated Accuracy
 CN1846;SPC AL W     -   270,120.      613,320.      MT  (+/- 180 meters Scaled)
 CN1846
 CN1846                          SUPERSEDED SURVEY CONTROL
 CN1846
 CN1846  NGVD 29 (??/??/??)   57.323  (m)          188.07   (f) ADJUSTED    1 1
 CN1846
 CN1846.Superseded values are not recommended for survey control.
 CN1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1846.See file dsdata.txt to determine how the superseded data were derived.
 CN1846
 CN1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA663888(NAD 83)
 CN1846_MARKER: DB = BENCH MARK DISK
 CN1846_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1846_SP_SET: PILLAR
 CN1846_STAMPING: B 111 1935
 CN1846_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1846
 CN1846  HISTORY     - Date     Condition        Report By
 CN1846  HISTORY     - 1935     MONUMENTED       CGS
 CN1846  HISTORY     - 1968     GOOD             NGS
 CN1846
 CN1846                          STATION DESCRIPTION
 CN1846
 CN1846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN1846'0.65 MI E FROM BROWNS.
 CN1846'0.15 MILE SOUTH ALONG COUNTY ROAD 23 FROM THE POST OFFICE AT BROWNS,
 CN1846'THENCE 0.5 MILE EAST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM,
 CN1846'IN SECTION 22, T 17 N, R 7 E, 0.35 MILE EAST OF MILEPOST 214, AT THE
 CN1846'RAILROAD UNDERPASS FOR STATE HIGHWAY 5, SET VERTICALLY IN THE SOUTH
 CN1846'FACE OF THE FIRST CONCRETE PILLAR EAST OF THE MOST WESTERLY OF FOUR
 CN1846'PILLARS OF THE UNDERPASS WHICH ARE NORTH OF THE TRACK, 13 1/2 FEET
 CN1846'NORTH OF THE NORTH RAIL, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 CN1846'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2284 ***********************************************************************
 CN2284  DESIGNATION -  B 112
 CN2284  PID         -  CN2284
 CN2284  STATE/COUNTY-  AL/WILCOX
 CN2284  USGS QUAD   -  KIMBROUGH (1978)
 CN2284
 CN2284                         *CURRENT SURVEY CONTROL
 CN2284  ___________________________________________________________________
 CN2284* NAD 83(1986)-  32 01 48.     (N)    087 33 26.     (W)     SCALED    
 CN2284* NAVD 88     -        24.454  (meters)      80.23   (feet)  ADJUSTED  
 CN2284  ___________________________________________________________________
 CN2284  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CN2284  DYNAMIC HT  -          24.425 (meters)      80.13  (feet)  COMP
 CN2284  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 CN2284
 CN2284  VERT ORDER  -  FIRST     CLASS II
 CN2284
 CN2284.The horizontal coordinates were scaled from a topographic map and have
 CN2284.an estimated accuracy of +/- 6 seconds.
 CN2284
 CN2284.The orthometric height was determined by differential leveling
 CN2284.and adjusted by the National Geodetic Survey in June 1991..
 CN2284.WARNING-Repeat measurements at this control monument indicate possible
 CN2284.vertical movement.
 CN2284
 CN2284.The geoid height was determined by GEOID03.
 CN2284
 CN2284.The dynamic height is computed by dividing the NAVD 88
 CN2284.geopotential number by the normal gravity value computed on the
 CN2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2284.degrees latitude (g = 980.6199 gals.).
 CN2284
 CN2284.The modeled gravity was interpolated from observed gravity values.
 CN2284
 CN2284;                    North         East    Units  Estimated Accuracy
 CN2284;SPC AL W     -   225,050.      594,600.      MT  (+/- 180 meters Scaled)
 CN2284
 CN2284                          SUPERSEDED SURVEY CONTROL
 CN2284
 CN2284  NGVD 29 (??/??/92)   24.42   (m)           80.1    (f) COMPUTED    1 2
 CN2284
 CN2284.Superseded values are not recommended for survey control.
 CN2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2284.See file dsdata.txt to determine how the superseded data were derived.
 CN2284
 CN2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA473438(NAD 83)
 CN2284_MARKER: DB = BENCH MARK DISK
 CN2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2284_STAMPING: B 112 1935
 CN2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2284+STABILITY: SURFACE MOTION
 CN2284
 CN2284  HISTORY     - Date     Condition        Report By
 CN2284  HISTORY     - 1935     MONUMENTED       CGS
 CN2284
 CN2284                          STATION DESCRIPTION
 CN2284
 CN2284'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN2284'IN KIMBROUGH.
 CN2284'AT KIMBROUGH, WILCOX COUNTY, ON THE SOUTHERN RAILWAY, 0.1 MILE NORTH
 CN2284'OF THE STATION, AT THE CROSSING OF STATE HIGHWAY 10, 76 FEET
 CN2284'SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSING, 69 FEET SOUTH OF THE
 CN2284'CENTER LINE OF THE HIGHWAY, 55.5 FEET WEST OF THE WEST RAIL, 52 FEET
 CN2284'SOUTHWEST OF A SWITCH STAND, 25 FEET SOUTH-SOUTHWEST OF A POLE, 2 FEET
 CN2284'WEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3-1/2 FEET LOWER THAN
 CN2284'THE TRACK.  A STANDARD DISK, STAMPED B 112 1935 AND SET IN THE TOP OF
 CN2284'A CONCRETE POST PROJECTING 18 INCHES ABOVE GROUND.  NOTE-- IT WAS
 CN2284'REPORTED IN FEBRUARY 1950 THAT THIS MARK IS NOW SET AT THE EAST SIDE
 CN2284'OF A SMALL DRAINAGE DITCH WHICH HAS APPARENTLY BEEN DUG SINCE THE MARK
 CN2284'WAS ORIGINALLY SET.  ABOUT 24 INCHES OF THE SOUTHWEST SIDE OF THE POST
 CN2284'IS NOW EXPOSED, AND IT WOULD SEEM THAT DIRT HAS BEEN REMOVED FROM ALL
 CN2284'SIDES OF THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0379 ***********************************************************************
 CO0379  DESIGNATION -  B 113
 CO0379  PID         -  CO0379
 CO0379  STATE/COUNTY-  AL/CHOCTAW
 CO0379  USGS QUAD   -  HINTON (1974)
 CO0379
 CO0379                         *CURRENT SURVEY CONTROL
 CO0379  ___________________________________________________________________
 CO0379* NAD 83(1986)-  32 04 20.     (N)    088 23 57.     (W)     SCALED    
 CO0379* NAVD 88     -       111.969  (meters)     367.35   (feet)  ADJUSTED  
 CO0379  ___________________________________________________________________
 CO0379  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CO0379  DYNAMIC HT  -         111.837 (meters)     366.92  (feet)  COMP
 CO0379  MODELED GRAV-     979,467.1   (mgal)                       NAVD 88
 CO0379
 CO0379  VERT ORDER  -  SECOND    CLASS 0
 CO0379
 CO0379.The horizontal coordinates were scaled from a topographic map and have
 CO0379.an estimated accuracy of +/- 6 seconds.
 CO0379
 CO0379.The orthometric height was determined by differential leveling
 CO0379.and adjusted by the National Geodetic Survey in June 1991..
 CO0379
 CO0379.The geoid height was determined by GEOID03.
 CO0379
 CO0379.The dynamic height is computed by dividing the NAVD 88
 CO0379.geopotential number by the normal gravity value computed on the
 CO0379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0379.degrees latitude (g = 980.6199 gals.).
 CO0379
 CO0379.The modeled gravity was interpolated from observed gravity values.
 CO0379
 CO0379;                    North         East    Units  Estimated Accuracy
 CO0379;SPC AL W     -   230,090.      515,110.      MT  (+/- 180 meters Scaled)
 CO0379
 CO0379                          SUPERSEDED SURVEY CONTROL
 CO0379
 CO0379  NGVD 29 (??/??/92)  111.958  (m)          367.32   (f) ADJ UNCH    2 0
 CO0379
 CO0379.Superseded values are not recommended for survey control.
 CO0379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0379.See file dsdata.txt to determine how the superseded data were derived.
 CO0379
 CO0379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA679492(NAD 83)
 CO0379_MARKER: DB = BENCH MARK DISK
 CO0379_SETTING: 66 = SET IN ROCK OUTCROP
 CO0379_SP_SET: BED ROCK
 CO0379_STAMPING: B-113 1935
 CO0379_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CO0379+STABILITY: POSITION/ELEVATION WELL
 CO0379
 CO0379  HISTORY     - Date     Condition        Report By
 CO0379  HISTORY     - 1935     MONUMENTED       CGS
 CO0379
 CO0379                          STATION DESCRIPTION
 CO0379
 CO0379'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0379'7.3 MI W FROM RIDERWOOD.
 CO0379'7.3 MILES WEST OF STATION AT RIDERWOOD.  STANDARD DISK, STAMPED B 113
 CO0379'1935 AND SET IN BED ROCK.  ALONG A MOUNTAIN ROAD ON THE SIDE OF A
 CO0379'MOUNTAIN.  SET IN BED ROCK ON THE NORTH SLOPE ABOUT 6 FEET ABOVE THE
 CO0379'ROAD BED.  1/4 MILE EAST OF A SMALL FLAT VALLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2497 ***********************************************************************
 BG2497  DESIGNATION -  B 115
 BG2497  PID         -  BG2497
 BG2497  STATE/COUNTY-  AL/BALDWIN
 BG2497  USGS QUAD   -  ELSANOR (1985)
 BG2497
 BG2497                         *CURRENT SURVEY CONTROL
 BG2497  ___________________________________________________________________
 BG2497* NAD 83(1986)-  30 33 12.     (N)    087 35 11.     (W)     SCALED    
 BG2497* NAVD 88     -        43.263  (meters)     141.94   (feet)  ADJUSTED  
 BG2497  ___________________________________________________________________
 BG2497  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BG2497  DYNAMIC HT  -          43.206 (meters)     141.75  (feet)  COMP
 BG2497  MODELED GRAV-     979,338.4   (mgal)                       NAVD 88
 BG2497
 BG2497  VERT ORDER  -  SECOND    CLASS 0
 BG2497
 BG2497.The horizontal coordinates were scaled from a topographic map and have
 BG2497.an estimated accuracy of +/- 6 seconds.
 BG2497
 BG2497.The orthometric height was determined by differential leveling
 BG2497.and adjusted by the National Geodetic Survey in June 1991..
 BG2497
 BG2497.The geoid height was determined by GEOID03.
 BG2497
 BG2497.The dynamic height is computed by dividing the NAVD 88
 BG2497.geopotential number by the normal gravity value computed on the
 BG2497.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2497.degrees latitude (g = 980.6199 gals.).
 BG2497
 BG2497.The modeled gravity was interpolated from observed gravity values.
 BG2497
 BG2497;                    North         East    Units  Estimated Accuracy
 BG2497;SPC AL W     -    61,340.      591,710.      MT  (+/- 180 meters Scaled)
 BG2497
 BG2497                          SUPERSEDED SURVEY CONTROL
 BG2497
 BG2497  NGVD 29 (??/??/92)   43.20   (m)          141.7    (f) COMPUTED    2 0
 BG2497
 BG2497.Superseded values are not recommended for survey control.
 BG2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2497.See file dsdata.txt to determine how the superseded data were derived.
 BG2497
 BG2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU437802(NAD 83)
 BG2497_MARKER: DB = BENCH MARK DISK
 BG2497_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2497_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2497_STAMPING: B 115 1935
 BG2497_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2497+STABILITY: SURFACE MOTION
 BG2497
 BG2497  HISTORY     - Date     Condition        Report By
 BG2497  HISTORY     - 1935     MONUMENTED       CGS
 BG2497  HISTORY     - 1955     GOOD             NGS
 BG2497  HISTORY     - 1968     MARK NOT FOUND   NGS
 BG2497
 BG2497                          STATION DESCRIPTION
 BG2497
 BG2497'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2497'8 MI E FROM ROBERTSDALE.
 BG2497'ABOUT 8.0 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE OVERPASS OVER
 BG2497'THE LOUISVILLE AND NASHVILLE RAILROAD AT ROBERTSDALE, 0.5 MILE
 BG2497'WEST OF ST. MATTHEWS CHURCH, AT THE SUMMIT OF A LOW HILL, 48 FEET
 BG2497'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 3 FEET SOUTHWEST
 BG2497'OF THE FENCE LINE, 145 1/2 FEET SOUTHEAST OF POWER POLE WITH
 BG2497'BRANCH LINE AND GUY WIRE, 110 FEET SOUTHWEST AND ACROSS THE
 BG2497'HIGHWAY FROM THE SOUTH CORNER OF A STANDARD FILLING STATION,
 BG2497'ABOUT LEVEL WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 BG2497'PROJECTING 10 INCHES.
 BG2497
 BG2497                          STATION RECOVERY (1968)
 BG2497
 BG2497'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BG2497'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1479 ***********************************************************************
 BU1479  DESIGNATION -  B 116
 BU1479  PID         -  BU1479
 BU1479  STATE/COUNTY-  AL/BALDWIN
 BU1479  USGS QUAD   -  TENSAW (1983)
 BU1479
 BU1479                         *CURRENT SURVEY CONTROL
 BU1479  ___________________________________________________________________
 BU1479* NAD 83(1986)-  31 09 00.     (N)    087 48 19.     (W)     SCALED    
 BU1479* NAVD 88     -        22.083  (meters)      72.45   (feet)  ADJUSTED  
 BU1479  ___________________________________________________________________
 BU1479  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BU1479  DYNAMIC HT  -          22.055 (meters)      72.36  (feet)  COMP
 BU1479  MODELED GRAV-     979,376.9   (mgal)                       NAVD 88
 BU1479
 BU1479  VERT ORDER  -  SECOND    CLASS 0
 BU1479
 BU1479.The horizontal coordinates were scaled from a topographic map and have
 BU1479.an estimated accuracy of +/- 6 seconds.
 BU1479
 BU1479.The orthometric height was determined by differential leveling
 BU1479.and adjusted by the National Geodetic Survey in June 1991..
 BU1479
 BU1479.The geoid height was determined by GEOID03.
 BU1479
 BU1479.The dynamic height is computed by dividing the NAVD 88
 BU1479.geopotential number by the normal gravity value computed on the
 BU1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1479.degrees latitude (g = 980.6199 gals.).
 BU1479
 BU1479.The modeled gravity was interpolated from observed gravity values.
 BU1479
 BU1479;                    North         East    Units  Estimated Accuracy
 BU1479;SPC AL W     -   127,520.      570,890.      MT  (+/- 180 meters Scaled)
 BU1479
 BU1479                          SUPERSEDED SURVEY CONTROL
 BU1479
 BU1479  NGVD 29 (??/??/92)   22.052  (m)           72.35   (f) ADJ UNCH    2 0
 BU1479
 BU1479.Superseded values are not recommended for survey control.
 BU1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1479.See file dsdata.txt to determine how the superseded data were derived.
 BU1479
 BU1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV232465(NAD 83)
 BU1479_MARKER: DB = BENCH MARK DISK
 BU1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1479_STAMPING: B 116 1935
 BU1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1479+STABILITY: SURFACE MOTION
 BU1479
 BU1479  HISTORY     - Date     Condition        Report By
 BU1479  HISTORY     - 1935     MONUMENTED       CGS
 BU1479  HISTORY     - 1955     POOR             NGS
 BU1479  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU1479
 BU1479                          STATION DESCRIPTION
 BU1479
 BU1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1479'10.15 MI N FROM STOCKTON.
 BU1479'10.15 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE SCHOOL AT STOCKTON,
 BU1479'0.5 MILE NORTH OF THE BRIDGE OVER PINE LOG CREEK, 38 FEET NORTHWEST OF
 BU1479'THE CENTER LINE OF THE HIGHWAY, 97 FEET NORTH-NORTHWEST AND ACROSS THE
 BU1479'HIGHWAY FROM A POWER POLE, 38 FEET SOUTH OF HIGHWAY RIGHT-OF-WAY
 BU1479'MARKER POST PC 705+15, ABOUT 2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 BU1479'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE--THIS MARK
 BU1479'HAS BEEN STRUCK BY GRADING EQUIPMENT AND PUSHED OVER.  IT SHOULD NOT
 BU1479'BE USED FOR WORK REQUIRING HIGH PRECISION.
 BU1479
 BU1479                          STATION RECOVERY (1976)
 BU1479
 BU1479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU1479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0160 ***********************************************************************
 BV0160  DESIGNATION -  B 119
 BV0160  PID         -  BV0160
 BV0160  STATE/COUNTY-  AL/WASHINGTON
 BV0160  USGS QUAD   -  DEER PARK (1982)
 BV0160
 BV0160                         *CURRENT SURVEY CONTROL
 BV0160  ___________________________________________________________________
 BV0160* NAD 83(1986)-  31 14 52.     (N)    088 19 48.     (W)     SCALED    
 BV0160* NAVD 88     -        47.307  (meters)     155.21   (feet)  POSTED    
 BV0160  ___________________________________________________________________
 BV0160  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BV0160  DYNAMIC HT  -          47.250 (meters)     155.02  (feet)  COMP
 BV0160  MODELED GRAV-     979,397.0   (mgal)                       NAVD 88
 BV0160
 BV0160  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0160
 BV0160.The horizontal coordinates were scaled from a topographic map and have
 BV0160.an estimated accuracy of +/- 6 seconds.
 BV0160
 BV0160.The orthometric height was determined by differential leveling
 BV0160.and adjusted by the National Geodetic Survey in 1992..
 BV0160.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0160.rate of 0.0 thru 1.0 mm/km.
 BV0160
 BV0160.The geoid height was determined by GEOID03.
 BV0160
 BV0160.The dynamic height is computed by dividing the NAVD 88
 BV0160.geopotential number by the normal gravity value computed on the
 BV0160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0160.degrees latitude (g = 980.6199 gals.).
 BV0160
 BV0160.The modeled gravity was interpolated from observed gravity values.
 BV0160
 BV0160;                    North         East    Units  Estimated Accuracy
 BV0160;SPC AL W     -   138,620.      520,940.      MT  (+/- 180 meters Scaled)
 BV0160
 BV0160                          SUPERSEDED SURVEY CONTROL
 BV0160
 BV0160.No superseded survey control is available for this station.
 BV0160
 BV0160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV733578(NAD 83)
 BV0160_MARKER: DB = BENCH MARK DISK
 BV0160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0160_STAMPING: B-19 1940
 BV0160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0160+STABILITY: SURFACE MOTION
 BV0160
 BV0160  HISTORY     - Date     Condition        Report By
 BV0160  HISTORY     - 1940     MONUMENTED       CGS
 BV0160
 BV0160                          STATION DESCRIPTION
 BV0160
 BV0160'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BV0160'1.3 MI SE FROM VINEGAR BEND.
 BV0160'1.3 MILES SOUTH-EAST ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 BV0160'STATION AT VINEGAR BEND, 12 FEET SOUTH-EAST OF MILE-POST NO. 46, 25
 BV0160'FEET SOUTH-EAST OF THE CENTER-LINE OF THE TRACK, 2 FEET WEST OF THE
 BV0160'R/W FENCE LINE, 1 FOOT EAST OF A WHITE MARKER POST STENCILED U.S.B.M.
 BV0160'A STANDARD DISK STAMPED B-119 1940 AND SET IN THE TOP OF A CONCRETE
 BV0160'POST.  MARK POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0004 ***********************************************************************
 BH0004  DESIGNATION -  B 120
 BH0004  PID         -  BH0004
 BH0004  STATE/COUNTY-  AL/MOBILE
 BH0004  USGS QUAD   -  CHUNCHULA (1985)
 BH0004
 BH0004                         *CURRENT SURVEY CONTROL
 BH0004  ___________________________________________________________________
 BH0004* NAD 83(1986)-  30 58 27.     (N)    088 14 06.     (W)     SCALED    
 BH0004* NAVD 88     -        35.497  (meters)     116.46   (feet)  POSTED    
 BH0004  ___________________________________________________________________
 BH0004  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH0004  DYNAMIC HT  -          35.450 (meters)     116.31  (feet)  COMP
 BH0004  MODELED GRAV-     979,359.1   (mgal)                       NAVD 88
 BH0004
 BH0004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0004
 BH0004.The horizontal coordinates were scaled from a topographic map and have
 BH0004.an estimated accuracy of +/- 6 seconds.
 BH0004
 BH0004.The orthometric height was determined by differential leveling
 BH0004.and adjusted by the National Geodetic Survey in 1992..
 BH0004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0004.rate of 0.0 thru 1.0 mm/km.
 BH0004
 BH0004.The geoid height was determined by GEOID03.
 BH0004
 BH0004.The dynamic height is computed by dividing the NAVD 88
 BH0004.geopotential number by the normal gravity value computed on the
 BH0004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0004.degrees latitude (g = 980.6199 gals.).
 BH0004
 BH0004.The modeled gravity was interpolated from observed gravity values.
 BH0004
 BH0004;                    North         East    Units  Estimated Accuracy
 BH0004;SPC AL W     -   108,220.      529,790.      MT  (+/- 180 meters Scaled)
 BH0004
 BH0004                          SUPERSEDED SURVEY CONTROL
 BH0004
 BH0004  NGVD 29 (??/??/??)   35.523  (m)          116.55   (f) ADJUSTED    1 2
 BH0004
 BH0004.Superseded values are not recommended for survey control.
 BH0004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0004.See file dsdata.txt to determine how the superseded data were derived.
 BH0004
 BH0004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV820273(NAD 83)
 BH0004_MARKER: DB = BENCH MARK DISK
 BH0004_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0004_SP_SET: TREE
 BH0004_STAMPING: B-120 1940
 BH0004_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0004
 BH0004  HISTORY     - Date     Condition        Report By
 BH0004  HISTORY     - 1940     MONUMENTED       CGS
 BH0004  HISTORY     - 1977     MARK NOT FOUND   USGS
 BH0004
 BH0004                          STATION DESCRIPTION
 BH0004
 BH0004'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BH0004'2.4 MI SE FROM GULF CREST.
 BH0004'2.4 MILES SOUTH-EAST ALONG GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH0004'STATION AT GULF CREST, 59.5 FEET EAST OF CENTER-LINE OF TRACK, 2 POLES
 BH0004'SOUTH OF MILEPOST NO. 23, 9.7 FEET EAST OF R/W FENCE, 37.9 FEET
 BH0004'NORTH-WEST OF PINE TREE MARKED WITH TRIANGULAR BLAZE, 29.8 FEET
 BH0004'NORTH-EAST OF OAK TREE WITH TRIANGULAR BLAZE, 24.5 FEET SOUTH WEST OF
 BH0004'PINE TREE MARKED WITH TRIANGULAR BLAZE, A STANDARD DISK STAMPED B-120
 BH0004'1940 AND SET VERTICALLY IN TREE 3.7 FEET ABOVE THE GROUND.
 BH0004
 BH0004                          STATION RECOVERY (1977)
 BH0004
 BH0004'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BH0004'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0362 ***********************************************************************
 CO0362  DESIGNATION -  B 121
 CO0362  PID         -  CO0362
 CO0362  STATE/COUNTY-  AL/CHOCTAW
 CO0362  USGS QUAD   -  LAND (1974)
 CO0362
 CO0362                         *CURRENT SURVEY CONTROL
 CO0362  ___________________________________________________________________
 CO0362* NAD 83(1986)-  32 05 35.     (N)    088 20 25.     (W)     SCALED    
 CO0362* NAVD 88     -        74.174  (meters)     243.35   (feet)  ADJUSTED  
 CO0362  ___________________________________________________________________
 CO0362  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CO0362  DYNAMIC HT  -          74.087 (meters)     243.07  (feet)  COMP
 CO0362  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 CO0362
 CO0362  VERT ORDER  -  SECOND    CLASS 0
 CO0362
 CO0362.The horizontal coordinates were scaled from a topographic map and have
 CO0362.an estimated accuracy of +/- 6 seconds.
 CO0362
 CO0362.The orthometric height was determined by differential leveling
 CO0362.and adjusted by the National Geodetic Survey in June 1991..
 CO0362
 CO0362.The geoid height was determined by GEOID03.
 CO0362
 CO0362.The dynamic height is computed by dividing the NAVD 88
 CO0362.geopotential number by the normal gravity value computed on the
 CO0362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0362.degrees latitude (g = 980.6199 gals.).
 CO0362
 CO0362.The modeled gravity was interpolated from observed gravity values.
 CO0362
 CO0362;                    North         East    Units  Estimated Accuracy
 CO0362;SPC AL W     -   232,350.      520,680.      MT  (+/- 180 meters Scaled)
 CO0362
 CO0362                          SUPERSEDED SURVEY CONTROL
 CO0362
 CO0362  NGVD 29 (??/??/92)   74.14   (m)          243.2    (f) COMPUTED    2 0
 CO0362
 CO0362.Superseded values are not recommended for survey control.
 CO0362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0362.See file dsdata.txt to determine how the superseded data were derived.
 CO0362
 CO0362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA735515(NAD 83)
 CO0362_MARKER: DB = BENCH MARK DISK
 CO0362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0362_STAMPING: B-121 1940
 CO0362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0362+STABILITY: SURFACE MOTION
 CO0362
 CO0362  HISTORY     - Date     Condition        Report By
 CO0362  HISTORY     - 1940     MONUMENTED       CGS
 CO0362  HISTORY     - 1973     MARK NOT FOUND   USGS
 CO0362
 CO0362                          STATION DESCRIPTION
 CO0362
 CO0362'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 CO0362'2.7 MI S FROM RIDERWOOD.
 CO0362'2.7 MILES SOUTH ALONG THE ALABAMA, TENNESSEE AND NORTHERN RAILROAD
 CO0362'FROM THE STATION AT RIDERWOOD, 1.9 MILES NORTH OF THE STATION AT WEST
 CO0362'BUTLER, 47 FEET SOUTH-EAST OF THE CENTER-LINE OF THE TRACK, 12.8 FEET
 CO0362'NORTH-EAST OF THE CENTER-LINE OF THE ROAD, 48.4 FEET EAST OF THE
 CO0362'CROSSING OF ROAD AND TRACK, 8 FEET EAST OF AN 10-INCH OAK TREE MARKED
 CO0362'WITH A TRIANGULAR BLAZE, 53.8 FEET SOUTH-WEST OF A 10-INCH PINE TREE
 CO0362'MARKED WITH A TRIANGULAR BLAZE, 1.5 FOOT NORTH-WEST OF A WHITE MARKER
 CO0362'POST STENCILED U.S.B.M.  A STANDARD DISK STAMPED B-121 1940 AND SET IN
 CO0362'THE TOP OF A CONCRETE POST 0.2 FOOT HIGH.  MARK WAS POURED IN THE
 CO0362'FIELD.
 CO0362
 CO0362                          STATION RECOVERY (1973)
 CO0362
 CO0362'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0362'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1187 ***********************************************************************
 BT1187  DESIGNATION -  B 122
 BT1187  PID         -  BT1187
 BT1187  STATE/COUNTY-  AL/GENEVA
 BT1187  USGS QUAD   -  SLOCOMB (1981)
 BT1187
 BT1187                         *CURRENT SURVEY CONTROL
 BT1187  ___________________________________________________________________
 BT1187* NAD 83(1986)-  31 07 20.     (N)    085 32 39.     (W)     SCALED    
 BT1187* NAVD 88     -        82.734  (meters)     271.44   (feet)  ADJUSTED  
 BT1187  ___________________________________________________________________
 BT1187  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BT1187  DYNAMIC HT  -          82.629 (meters)     271.09  (feet)  COMP
 BT1187  MODELED GRAV-     979,376.0   (mgal)                       NAVD 88
 BT1187
 BT1187  VERT ORDER  -  SECOND    CLASS 0
 BT1187
 BT1187.The horizontal coordinates were scaled from a topographic map and have
 BT1187.an estimated accuracy of +/- 6 seconds.
 BT1187
 BT1187.The orthometric height was determined by differential leveling
 BT1187.and adjusted by the National Geodetic Survey in June 1991..
 BT1187
 BT1187.The geoid height was determined by GEOID03.
 BT1187
 BT1187.The dynamic height is computed by dividing the NAVD 88
 BT1187.geopotential number by the normal gravity value computed on the
 BT1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1187.degrees latitude (g = 980.6199 gals.).
 BT1187
 BT1187.The modeled gravity was interpolated from observed gravity values.
 BT1187
 BT1187;                    North         East    Units  Estimated Accuracy
 BT1187;SPC AL E     -    69,020.      227,580.      MT  (+/- 180 meters Scaled)
 BT1187
 BT1187                          SUPERSEDED SURVEY CONTROL
 BT1187
 BT1187  NGVD 29 (??/??/92)   82.824  (m)          271.73   (f) ADJ UNCH    2 0
 BT1187
 BT1187.Superseded values are not recommended for survey control.
 BT1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1187.See file dsdata.txt to determine how the superseded data were derived.
 BT1187
 BT1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV388440(NAD 83)
 BT1187_MARKER: DB = BENCH MARK DISK
 BT1187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT1187_SP_SET: CULVERT
 BT1187_STAMPING: B 122 1940
 BT1187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1187
 BT1187  HISTORY     - Date     Condition        Report By
 BT1187  HISTORY     - 1940     MONUMENTED       CGS
 BT1187  HISTORY     - 1955     GOOD             NGS
 BT1187  HISTORY     - 1965     GOOD             DMA
 BT1187
 BT1187                          STATION DESCRIPTION
 BT1187
 BT1187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BT1187'3.3 MI NE FROM SLOCOMB.
 BT1187'ABOUT 3.3 MILES NORTHEAST ALONG THE HARTFORD AND SLOCOMB RAILROAD
 BT1187'FROM THE STATION AT SLOCOMB, ABOUT 1.75 MILES SOUTHWEST OF THE WEST
 BT1187'ONE OF TWO BLACK TOP ROAD CROSSINGS AT MALVERN, ABOUT 0.25 MILE
 BT1187'NORTHEAST OF MILE POST S 392, ABOUT 7 1/2 RAILS NORTHEAST OF A
 BT1187'NORTH-SOUTH ROAD CROSSING, AT A 40-INCH CONCRETE PIPE CULVERT, IN
 BT1187'THE TOP OF CENTER OF NORTHWEST END OF PIPE CULVERT (NO HEADWALL),
 BT1187'13 FEET NORTHWEST OF NORTHWEST RAIL, 1.3 FEET SOUTHEAST OF
 BT1187'NORTHWEST END OF PIPE AND ABOUT 3 FEET BELOW LEVEL OF TRACK.
 BT1187
 BT1187                          STATION RECOVERY (1965)
 BT1187
 BT1187'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1187'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1655 ***********************************************************************
 DG1655  DESIGNATION -  B 123
 DG1655  PID         -  DG1655
 DG1655  STATE/COUNTY-  AL/RANDOLPH
 DG1655  USGS QUAD   -  MICAVILLE (1976)
 DG1655
 DG1655                         *CURRENT SURVEY CONTROL
 DG1655  ___________________________________________________________________
 DG1655* NAD 83(1986)-  33 29 13.     (N)    085 35 11.     (W)     SCALED    
 DG1655* NAVD 88     -       325.651  (meters)    1068.41   (feet)  ADJUSTED  
 DG1655  ___________________________________________________________________
 DG1655  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG1655  DYNAMIC HT  -         325.290 (meters)    1067.22  (feet)  COMP
 DG1655  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 DG1655
 DG1655  VERT ORDER  -  SECOND    CLASS 0
 DG1655
 DG1655.The horizontal coordinates were scaled from a topographic map and have
 DG1655.an estimated accuracy of +/- 6 seconds.
 DG1655
 DG1655.The orthometric height was determined by differential leveling
 DG1655.and adjusted by the National Geodetic Survey in June 1991..
 DG1655
 DG1655.The geoid height was determined by GEOID03.
 DG1655
 DG1655.The dynamic height is computed by dividing the NAVD 88
 DG1655.geopotential number by the normal gravity value computed on the
 DG1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1655.degrees latitude (g = 980.6199 gals.).
 DG1655
 DG1655.The modeled gravity was interpolated from observed gravity values.
 DG1655
 DG1655;                    North         East    Units  Estimated Accuracy
 DG1655;SPC AL E     -   331,230.      222,950.      MT  (+/- 180 meters Scaled)
 DG1655
 DG1655                          SUPERSEDED SURVEY CONTROL
 DG1655
 DG1655  NGVD 29 (??/??/92)  325.591  (m)         1068.21   (f) ADJ UNCH    2 0
 DG1655
 DG1655.Superseded values are not recommended for survey control.
 DG1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1655.See file dsdata.txt to determine how the superseded data were derived.
 DG1655
 DG1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC313061(NAD 83)
 DG1655_MARKER: DB = BENCH MARK DISK
 DG1655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1655_SP_SET: CULVERT
 DG1655_STAMPING: B 123 1941
 DG1655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1655
 DG1655  HISTORY     - Date     Condition        Report By
 DG1655  HISTORY     - 1941     MONUMENTED       CGS
 DG1655
 DG1655                          STATION DESCRIPTION
 DG1655
 DG1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DG1655'10.3 MI SW FROM HEFLIN.
 DG1655'10.3 MILES SOUTH-WEST ALONG STATE HIGHWAY 9 FROM THE COUNTY
 DG1655'COURT HOUSE AT HEFLIN, THENCE 4.3 MILES SOUTH-EAST ALONG STATE
 DG1655'HIGHWAY 37, SET IN THE CENTER OF THE EAST HEADWALL OF AN
 DG1655'18-INCH CULVERT UNDER THE HIGHWAY, AT THE SOUTH END OF A CUT ON
 DG1655'THE EAST SIDE OF HIGHWAY, 18.9 FEET SOUTH-WEST OF HIGHWAY MARKER
 DG1655'PC 1817+86.3, 428 FEET NORTH OF A SIDE ROAD LEADING EAST, 197 FEET
 DG1655'NORTH OF A 3-FOOT OAK TREE, 22 FEET EAST OF THE CENTER-LINE OF THE
 DG1655'HIGHWAY.  A STANDARD DISK STAMPED B123 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0042 ***********************************************************************
 BV0042  DESIGNATION -  B 124
 BV0042  PID         -  BV0042
 BV0042  STATE/COUNTY-  AL/CHOCTAW
 BV0042  USGS QUAD   -  SILAS (1986)
 BV0042
 BV0042                         *CURRENT SURVEY CONTROL
 BV0042  ___________________________________________________________________
 BV0042* NAD 83(1986)-  31 46 48.     (N)    088 20 46.     (W)     SCALED    
 BV0042* NAVD 88     -        63.671  (meters)     208.89   (feet)  POSTED    
 BV0042  ___________________________________________________________________
 BV0042  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BV0042  DYNAMIC HT  -          63.600 (meters)     208.66  (feet)  COMP
 BV0042  MODELED GRAV-     979,455.1   (mgal)                       NAVD 88
 BV0042
 BV0042  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0042
 BV0042.The horizontal coordinates were scaled from a topographic map and have
 BV0042.an estimated accuracy of +/- 6 seconds.
 BV0042
 BV0042.The orthometric height was determined by differential leveling
 BV0042.and adjusted by the National Geodetic Survey in 1992..
 BV0042.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0042.rate of 0.0 thru 1.0 mm/km.
 BV0042
 BV0042.The geoid height was determined by GEOID03.
 BV0042
 BV0042.The dynamic height is computed by dividing the NAVD 88
 BV0042.geopotential number by the normal gravity value computed on the
 BV0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0042.degrees latitude (g = 980.6199 gals.).
 BV0042
 BV0042.The modeled gravity was interpolated from observed gravity values.
 BV0042
 BV0042;                    North         East    Units  Estimated Accuracy
 BV0042;SPC AL W     -   197,640.      519,860.      MT  (+/- 180 meters Scaled)
 BV0042
 BV0042                          SUPERSEDED SURVEY CONTROL
 BV0042
 BV0042  NGVD 29 (??/??/92)   63.669  (m)          208.89   (f) ADJ UNCH    2 0
 BV0042
 BV0042.Superseded values are not recommended for survey control.
 BV0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0042.See file dsdata.txt to determine how the superseded data were derived.
 BV0042
 BV0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA725168(NAD 83)
 BV0042_MARKER: DB = BENCH MARK DISK
 BV0042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0042_STAMPING: B 124 1943
 BV0042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0042+STABILITY: SURFACE MOTION
 BV0042
 BV0042  HISTORY     - Date     Condition        Report By
 BV0042  HISTORY     - 1943     MONUMENTED       CGS
 BV0042  HISTORY     - 1964     GOOD             NGS
 BV0042
 BV0042                          STATION DESCRIPTION
 BV0042
 BV0042'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BV0042'1 MI NW FROM BOLINGER.
 BV0042'1 MILE NORTHWEST ALONG A PAVED COUNTY ROAD FROM THE POST OFFICE AT
 BV0042'BOLINGER, CHOCTAW COUNTY, 104.5 FEET NORTH OF THE CENTER LINE OF OLD
 BV0042'CHOCTAW COUNTY ROAD NO. 6, 64 FEET NORTH OF A METAL WITNESS POST AND
 BV0042'SIGN, 16.5 FEET NORTH OF A TRIANGULAR BLAZED 12 INCH WHITE OAK TREE,
 BV0042'15.4 FEET NORTHWEST OF A TWIN WHITE OAK TREE, 22.5 FEET EAST OF A
 BV0042'TRIANGULAR BLAZED 15 INCH RED OAK TREE, 57.5 FEET SOUTH OF A HOG WIRE
 BV0042'FENCE ACROSS THE OLD GRADED COUNTY ROAD MENTIONED IN THE ORIGINAL
 BV0042'DESCRIPTION.  A STANDARD DISK STAMPED B 124 1943 AND SET IN THE TOP OF
 BV0042'A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1618 ***********************************************************************
 BU1618  DESIGNATION -  B 125
 BU1618  PID         -  BU1618
 BU1618  STATE/COUNTY-  AL/CLARKE
 BU1618  USGS QUAD   -  JACKSON (1986)
 BU1618
 BU1618                         *CURRENT SURVEY CONTROL
 BU1618  ___________________________________________________________________
 BU1618* NAD 83(1986)-  31 32 02.     (N)    087 54 22.     (W)     SCALED    
 BU1618* NAVD 88     -        82.201  (meters)     269.69   (feet)  ADJUSTED  
 BU1618  ___________________________________________________________________
 BU1618  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BU1618  DYNAMIC HT  -          82.101 (meters)     269.36  (feet)  COMP
 BU1618  MODELED GRAV-     979,415.9   (mgal)                       NAVD 88
 BU1618
 BU1618  VERT ORDER  -  SECOND    CLASS 0
 BU1618
 BU1618.The horizontal coordinates were scaled from a topographic map and have
 BU1618.an estimated accuracy of +/- 6 seconds.
 BU1618
 BU1618.The orthometric height was determined by differential leveling
 BU1618.and adjusted by the National Geodetic Survey in June 1991..
 BU1618
 BU1618.The geoid height was determined by GEOID03.
 BU1618
 BU1618.The dynamic height is computed by dividing the NAVD 88
 BU1618.geopotential number by the normal gravity value computed on the
 BU1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1618.degrees latitude (g = 980.6199 gals.).
 BU1618
 BU1618.The modeled gravity was interpolated from observed gravity values.
 BU1618
 BU1618;                    North         East    Units  Estimated Accuracy
 BU1618;SPC AL W     -   170,120.      561,440.      MT  (+/- 180 meters Scaled)
 BU1618
 BU1618                          SUPERSEDED SURVEY CONTROL
 BU1618
 BU1618  NGVD 29 (??/??/92)   82.190  (m)          269.65   (f) ADJ UNCH    2 0
 BU1618
 BU1618.Superseded values are not recommended for survey control.
 BU1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1618.See file dsdata.txt to determine how the superseded data were derived.
 BU1618
 BU1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV139891(NAD 83)
 BU1618_MARKER: DB = BENCH MARK DISK
 BU1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1618_STAMPING: B 125 1943
 BU1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1618+STABILITY: SURFACE MOTION
 BU1618
 BU1618  HISTORY     - Date     Condition        Report By
 BU1618  HISTORY     - 1943     MONUMENTED       CGS
 BU1618  HISTORY     - 1951     GOOD             NGS
 BU1618  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1618
 BU1618                          STATION DESCRIPTION
 BU1618
 BU1618'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1618'2.0 MI N FROM JACKSON.
 BU1618'0.85 MILE NORTHEAST AND NORTH ALONG STATE HIGHWAY 5 FROM THE POST
 BU1618'OFFICE AT JACKSON, THENCE ABOUT 1.15 MILES NORTHWEST ALONG A BLACK TOP
 BU1618'ROAD LEADING TO COFFEEVILLE, 43 FEET NORTHEAST OF CENTER LINE OF ROAD,
 BU1618'5.3 FEET NORTHWEST OF CENTER LINE OF A DRIVE TO A SMALL FARM HOUSE
 BU1618'(MARK IS IN NORTHWEST EDGE OF DRIVE), 4 FEET SOUTHEAST OF A TELEPHONE
 BU1618'POLE, 41 FEET SOUTHWEST OF A 34-INCH OAK TREE, 106 1/2 FEET SOUTHWEST
 BU1618'OF CENTER OF A WELL, 20 FEET NORTHEAST OF NORTHWEST END OF A PIPE
 BU1618'CULVERT UNDER DRIVE TO HOUSE, 15 FEET NORTHWEST OF A FENCE CORNER,
 BU1618'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT 3
 BU1618'INCHES UNDERGROUND.
 BU1618
 BU1618                          STATION RECOVERY (1973)
 BU1618
 BU1618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1618'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0108 ***********************************************************************
 BU0108  DESIGNATION -  B 127
 BU0108  PID         -  BU0108
 BU0108  STATE/COUNTY-  AL/CRENSHAW
 BU0108  USGS QUAD   -  DOZIER (1971)
 BU0108
 BU0108                         *CURRENT SURVEY CONTROL
 BU0108  ___________________________________________________________________
 BU0108* NAD 83(1986)-  31 29 54.     (N)    086 22 15.     (W)     SCALED    
 BU0108* NAVD 88     -        85.523  (meters)     280.59   (feet)  ADJUSTED  
 BU0108  ___________________________________________________________________
 BU0108  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BU0108  DYNAMIC HT  -          85.419 (meters)     280.25  (feet)  COMP
 BU0108  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 BU0108
 BU0108  VERT ORDER  -  FIRST     CLASS I
 BU0108
 BU0108.The horizontal coordinates were scaled from a topographic map and have
 BU0108.an estimated accuracy of +/- 6 seconds.
 BU0108
 BU0108.The orthometric height was determined by differential leveling
 BU0108.and adjusted by the National Geodetic Survey in June 1991..
 BU0108.WARNING-Repeat measurements at this control monument indicate possible
 BU0108.vertical movement.
 BU0108
 BU0108.The geoid height was determined by GEOID03.
 BU0108
 BU0108.The dynamic height is computed by dividing the NAVD 88
 BU0108.geopotential number by the normal gravity value computed on the
 BU0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0108.degrees latitude (g = 980.6199 gals.).
 BU0108
 BU0108.The modeled gravity was interpolated from observed gravity values.
 BU0108
 BU0108;                    North         East    Units  Estimated Accuracy
 BU0108;SPC AL E     -   110,810.      148,940.      MT  (+/- 180 meters Scaled)
 BU0108
 BU0108                          SUPERSEDED SURVEY CONTROL
 BU0108
 BU0108  NGVD 29 (??/??/92)   85.532  (m)          280.62   (f) ADJ UNCH    1 1
 BU0108
 BU0108.Superseded values are not recommended for survey control.
 BU0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0108.See file dsdata.txt to determine how the superseded data were derived.
 BU0108
 BU0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV597850(NAD 83)
 BU0108_MARKER: DB = BENCH MARK DISK
 BU0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0108_STAMPING: B 127 1943
 BU0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0108+STABILITY: SURFACE MOTION
 BU0108
 BU0108  HISTORY     - Date     Condition        Report By
 BU0108  HISTORY     - 1943     MONUMENTED       CGS
 BU0108  HISTORY     - 1968     GOOD             NGS
 BU0108
 BU0108                          STATION DESCRIPTION
 BU0108
 BU0108'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0108'0.25 MI N FROM DOZIER.
 BU0108'0.25 MILE NORTH ALONG COUNTY ROAD 77 FROM THE INTERSECTION OF U.S.
 BU0108'HIGHWAY 29 AT DOZIER, 58.0 FEET NORTHWEST OF THE NORTHWEST PORCH
 BU0108'CORNER OF A ONE STORY WOODEN FRAME HOUSE, 20 FEET EAST OF THE CENTER
 BU0108'LINE OF THE ROAD, 17 FEET SOUTH OF THE CENTER LINE OF THE DRIVE-WAY
 BU0108'LEADING TO THE HOUSE, 6.3 FEET NORTH-NORTHEAST OF THE NORTH SIDE OF A
 BU0108'3-FOOT OAK TREE, 3 FEET WEST OF A FENCE, 3.0 FEET WEST OF A METAL
 BU0108'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 BU0108'CONCRETE POST PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0126 ***********************************************************************
 BU0126  DESIGNATION -  B 128
 BU0126  PID         -  BU0126
 BU0126  STATE/COUNTY-  AL/CRENSHAW
 BU0126  USGS QUAD   -  LEON (1971)
 BU0126
 BU0126                         *CURRENT SURVEY CONTROL
 BU0126  ___________________________________________________________________
 BU0126* NAD 83(1986)-  31 35 52.     (N)    086 24 47.     (W)     SCALED    
 BU0126* NAVD 88     -        72.409  (meters)     237.56   (feet)  ADJUSTED  
 BU0126  ___________________________________________________________________
 BU0126  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BU0126  DYNAMIC HT  -          72.322 (meters)     237.28  (feet)  COMP
 BU0126  MODELED GRAV-     979,433.6   (mgal)                       NAVD 88
 BU0126
 BU0126  VERT ORDER  -  SECOND    CLASS 0
 BU0126
 BU0126.The horizontal coordinates were scaled from a topographic map and have
 BU0126.an estimated accuracy of +/- 6 seconds.
 BU0126
 BU0126.The orthometric height was determined by differential leveling
 BU0126.and adjusted by the National Geodetic Survey in June 1991..
 BU0126
 BU0126.The geoid height was determined by GEOID03.
 BU0126
 BU0126.The dynamic height is computed by dividing the NAVD 88
 BU0126.geopotential number by the normal gravity value computed on the
 BU0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0126.degrees latitude (g = 980.6199 gals.).
 BU0126
 BU0126.The modeled gravity was interpolated from observed gravity values.
 BU0126
 BU0126;                    North         East    Units  Estimated Accuracy
 BU0126;SPC AL E     -   121,850.      144,980.      MT  (+/- 180 meters Scaled)
 BU0126
 BU0126                          SUPERSEDED SURVEY CONTROL
 BU0126
 BU0126  NGVD 29 (??/??/92)   72.411  (m)          237.57   (f) ADJ UNCH    2 0
 BU0126
 BU0126.Superseded values are not recommended for survey control.
 BU0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0126.See file dsdata.txt to determine how the superseded data were derived.
 BU0126
 BU0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV556960(NAD 83)
 BU0126_MARKER: DB = BENCH MARK DISK
 BU0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0126_STAMPING: B-128 1943
 BU0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0126+STABILITY: SURFACE MOTION
 BU0126
 BU0126  HISTORY     - Date     Condition        Report By
 BU0126  HISTORY     - 1943     MONUMENTED       CGS
 BU0126
 BU0126                          STATION DESCRIPTION
 BU0126
 BU0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0126'8.5 MI N FROM DOZIER.
 BU0126'8.5 MILES NORTH ALONG THE COUNTY ROAD FROM THE STATION AT DOZIER, SET
 BU0126'AT A Y ROAD, 31.4 FEET SOUTHWEST OF THE CENTER-LINE OF THE ROAD
 BU0126'LEADING NORTH, 20.7 FEET SOUTH OF THE CENTER-LINE OF THE ROAD LEADING
 BU0126'WEST, 2 FEET NORTH OF THE FENCE, ABOUT 0.1 MILE EAST OF A FARM HOUSE.
 BU0126'BENCH MARK DISK SET IN TOP OF A CONCRETE POST ABOUT FLUSH WITH THE
 BU0126'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0673 ***********************************************************************
 CM0673  DESIGNATION -  B 13
 CM0673  PID         -  CM0673
 CM0673  STATE/COUNTY-  AL/LEE
 CM0673  USGS QUAD   -  AUBURN (1983)
 CM0673
 CM0673                         *CURRENT SURVEY CONTROL
 CM0673  ___________________________________________________________________
 CM0673* NAD 83(1986)-  32 36 36.     (N)    085 28 51.     (W)     SCALED    
 CM0673* NAVD 88     -       216.267  (meters)     709.54   (feet)  ADJUSTED  
 CM0673  ___________________________________________________________________
 CM0673  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CM0673  DYNAMIC HT  -         216.011 (meters)     708.70  (feet)  COMP
 CM0673  MODELED GRAV-     979,451.6   (mgal)                       NAVD 88
 CM0673  OBS GRAVITY -     979,450.2   (mgal)                       GRAV_OBS
 CM0673
 CM0673  VERT ORDER  -  FIRST     CLASS I
 CM0673
 CM0673.The horizontal coordinates were scaled from a topographic map and have
 CM0673.an estimated accuracy of +/- 6 seconds.
 CM0673
 CM0673.The orthometric height was determined by differential leveling
 CM0673.and adjusted by the National Geodetic Survey in June 1991..
 CM0673
 CM0673.The geoid height was determined by GEOID03.
 CM0673
 CM0673.The dynamic height is computed by dividing the NAVD 88
 CM0673.geopotential number by the normal gravity value computed on the
 CM0673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0673.degrees latitude (g = 980.6199 gals.).
 CM0673
 CM0673.The modeled gravity was interpolated from observed gravity values.
 CM0673.The observed gravity was obtained from relative gravimeter ties
 CM0673.to the IGSN71 gravity network.
 CM0673
 CM0673;                    North         East    Units  Estimated Accuracy
 CM0673;SPC AL E     -   234,000.      233,090.      MT  (+/- 180 meters Scaled)
 CM0673
 CM0673                          SUPERSEDED SURVEY CONTROL
 CM0673
 CM0673  NGVD 29 (??/??/92)  216.236  (m)          709.43   (f) ADJ UNCH    1 1
 CM0673
 CM0673.Superseded values are not recommended for survey control.
 CM0673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0673.See file dsdata.txt to determine how the superseded data were derived.
 CM0673
 CM0673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB425090(NAD 83)
 CM0673_MARKER: DB = BENCH MARK DISK
 CM0673_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0673_SP_SET: BUILDING
 CM0673_STAMPING: 709.434 B 13 1933
 CM0673_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0673
 CM0673  HISTORY     - Date     Condition        Report By
 CM0673  HISTORY     - 1933     MONUMENTED       CGS
 CM0673  HISTORY     - 1968     GOOD             NGS
 CM0673
 CM0673                          STATION DESCRIPTION
 CM0673
 CM0673'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0673'AT AUBURN.
 CM0673'AT AUBURN, SET VERTICALLY IN THE SOUTH FACE OF THE SOUTH WALL OF
 CM0673'THE WESTERN RAILWAY OF ALABAMA STATION, ABOUT 125 YARDS EAST OF
 CM0673'THE CROSSING OF THE RAILWAY AND COLLEGE STREET, 20.4 FEET NORTH
 CM0673'OF THE NORTH RAIL, 18.7 FEET EAST OF THE SOUTHEAST CORNER OF THE
 CM0673'STATION MASTERS OFFICE, 4.7 FEET ABOVE THE LEVEL OF A BLACK TOPPED
 CM0673'SIDEWALK, AND ABOUT 5 FEET ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2202 ***********************************************************************
 CN2202  DESIGNATION -  B 130
 CN2202  PID         -  CN2202
 CN2202  STATE/COUNTY-  AL/DALLAS
 CN2202  USGS QUAD   -  ELM BLUFF (1987)
 CN2202
 CN2202                         *CURRENT SURVEY CONTROL
 CN2202  ___________________________________________________________________
 CN2202* NAD 83(1986)-  32 12 57.     (N)    087 00 28.     (W)     SCALED    
 CN2202* NAVD 88     -        65.427  (meters)     214.66   (feet)  ADJUSTED  
 CN2202  ___________________________________________________________________
 CN2202  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CN2202  DYNAMIC HT  -          65.353 (meters)     214.41  (feet)  COMP
 CN2202  MODELED GRAV-     979,499.6   (mgal)                       NAVD 88
 CN2202
 CN2202  VERT ORDER  -  SECOND    CLASS 0
 CN2202
 CN2202.The horizontal coordinates were scaled from a topographic map and have
 CN2202.an estimated accuracy of +/- 6 seconds.
 CN2202
 CN2202.The orthometric height was determined by differential leveling
 CN2202.and adjusted by the National Geodetic Survey in June 1991..
 CN2202
 CN2202.The geoid height was determined by GEOID03.
 CN2202
 CN2202.The dynamic height is computed by dividing the NAVD 88
 CN2202.geopotential number by the normal gravity value computed on the
 CN2202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2202.degrees latitude (g = 980.6199 gals.).
 CN2202
 CN2202.The modeled gravity was interpolated from observed gravity values.
 CN2202
 CN2202;                    North         East    Units  Estimated Accuracy
 CN2202;SPC AL W     -   245,760.      646,400.      MT  (+/- 180 meters Scaled)
 CN2202
 CN2202                          SUPERSEDED SURVEY CONTROL
 CN2202
 CN2202  NGVD 29 (??/??/92)   65.39   (m)          214.5    (f) COMPUTED    2 0
 CN2202
 CN2202.Superseded values are not recommended for survey control.
 CN2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2202.See file dsdata.txt to determine how the superseded data were derived.
 CN2202
 CN2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA992643(NAD 83)
 CN2202_MARKER: DB = BENCH MARK DISK
 CN2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2202_STAMPING: B 130 1943
 CN2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2202+STABILITY: SURFACE MOTION
 CN2202
 CN2202  HISTORY     - Date     Condition        Report By
 CN2202  HISTORY     - 1943     MONUMENTED       CGS
 CN2202  HISTORY     - 1956     MARK NOT FOUND   USGS
 CN2202
 CN2202                          STATION DESCRIPTION
 CN2202
 CN2202'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2202'5.3 MI SW FROM BERLIN.
 CN2202'5.3 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 43 FROM THE POST OFFICE AT
 CN2202'BERLIN, AT THE NORTHEAST END OF A CUT, 58.0 FEET NORTHWEST OF
 CN2202'CENTER-LINE OF HIGHWAY, 86.5 FEET NORTHEAST OF AN 8 INCH PINE TREE
 CN2202'WITH A TRIANGULAR BLAZE, 36.0 FEET EAST OF AN 8 INCH OAK TREE WITH A
 CN2202'TRIANGULAR BLAZE, 1.9 FEET EAST OF REFERENCE POST, A DISK SET IN TOP
 CN2202'OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 CN2202
 CN2202                          STATION RECOVERY (1956)
 CN2202
 CN2202'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CN2202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0911 ***********************************************************************
 BU0911  DESIGNATION -  B 131
 BU0911  PID         -  BU0911
 BU0911  STATE/COUNTY-  AL/WILCOX
 BU0911  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU0911
 BU0911                         *CURRENT SURVEY CONTROL
 BU0911  ___________________________________________________________________
 BU0911* NAD 83(1986)-  31 58 19.     (N)    087 18 43.     (W)     SCALED    
 BU0911* NAVD 88     -        34.144  (meters)     112.02   (feet)  ADJUSTED  
 BU0911  ___________________________________________________________________
 BU0911  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BU0911  DYNAMIC HT  -          34.104 (meters)     111.89  (feet)  COMP
 BU0911  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 BU0911
 BU0911  VERT ORDER  -  SECOND    CLASS 0
 BU0911
 BU0911.The horizontal coordinates were scaled from a topographic map and have
 BU0911.an estimated accuracy of +/- 6 seconds.
 BU0911
 BU0911.The orthometric height was determined by differential leveling
 BU0911.and adjusted by the National Geodetic Survey in June 1991..
 BU0911
 BU0911.The geoid height was determined by GEOID03.
 BU0911
 BU0911.The dynamic height is computed by dividing the NAVD 88
 BU0911.geopotential number by the normal gravity value computed on the
 BU0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0911.degrees latitude (g = 980.6199 gals.).
 BU0911
 BU0911.The modeled gravity was interpolated from observed gravity values.
 BU0911
 BU0911;                    North         East    Units  Estimated Accuracy
 BU0911;SPC AL W     -   218,630.      617,770.      MT  (+/- 180 meters Scaled)
 BU0911
 BU0911                          SUPERSEDED SURVEY CONTROL
 BU0911
 BU0911  NGVD 29 (??/??/92)   34.110  (m)          111.91   (f) ADJ UNCH    2 0
 BU0911
 BU0911.Superseded values are not recommended for survey control.
 BU0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0911.See file dsdata.txt to determine how the superseded data were derived.
 BU0911
 BU0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA705373(NAD 83)
 BU0911_MARKER: DB = BENCH MARK DISK
 BU0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0911_STAMPING: B 131 1943
 BU0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0911+STABILITY: SURFACE MOTION
 BU0911
 BU0911  HISTORY     - Date     Condition        Report By
 BU0911  HISTORY     - 1943     MONUMENTED       CGS
 BU0911  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU0911
 BU0911                          STATION DESCRIPTION
 BU0911
 BU0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0911'1.8 MI SW FROM CAMDEN.
 BU0911'1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE COURTHOUSE AT
 BU0911'CAMDEN, WILCOX COUNTY, 104 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 BU0911'FRAME HOUSE (UNPAINTED IN 1943), AT THE SOUTH CORNER OF THE GARDEN
 BU0911'FENCE, 27.6 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 3.1
 BU0911'FEET WEST OF THE FENCE CORNER.  A STANDARD DISK, STAMPED B 131 1943
 BU0911'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 BU0911'GROUND.
 BU0911
 BU0911                          STATION RECOVERY (1972)
 BU0911
 BU0911'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU0911'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2073 ***********************************************************************
 CN2073  DESIGNATION -  B 132
 CN2073  PID         -  CN2073
 CN2073  STATE/COUNTY-  AL/DALLAS
 CN2073  USGS QUAD   -  TASSO (1987)
 CN2073
 CN2073                         *CURRENT SURVEY CONTROL
 CN2073  ___________________________________________________________________
 CN2073* NAD 83(1986)-  32 10 58.     (N)    087 11 36.     (W)     SCALED    
 CN2073* NAVD 88     -        35.171  (meters)     115.39   (feet)  ADJUSTED  
 CN2073  ___________________________________________________________________
 CN2073  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CN2073  DYNAMIC HT  -          35.131 (meters)     115.26  (feet)  COMP
 CN2073  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 CN2073
 CN2073  VERT ORDER  -  SECOND    CLASS 0
 CN2073
 CN2073.The horizontal coordinates were scaled from a topographic map and have
 CN2073.an estimated accuracy of +/- 6 seconds.
 CN2073
 CN2073.The orthometric height was determined by differential leveling
 CN2073.and adjusted by the National Geodetic Survey in June 1991..
 CN2073.WARNING-Repeat measurements at this control monument indicate possible
 CN2073.vertical movement.
 CN2073
 CN2073.The geoid height was determined by GEOID03.
 CN2073
 CN2073.The dynamic height is computed by dividing the NAVD 88
 CN2073.geopotential number by the normal gravity value computed on the
 CN2073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2073.degrees latitude (g = 980.6199 gals.).
 CN2073
 CN2073.The modeled gravity was interpolated from observed gravity values.
 CN2073
 CN2073;                    North         East    Units  Estimated Accuracy
 CN2073;SPC AL W     -   242,030.      628,920.      MT  (+/- 180 meters Scaled)
 CN2073
 CN2073                          SUPERSEDED SURVEY CONTROL
 CN2073
 CN2073  NGVD 29 (??/??/92)   35.143  (m)          115.30   (f) ADJ UNCH    2 0
 CN2073
 CN2073.Superseded values are not recommended for survey control.
 CN2073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2073.See file dsdata.txt to determine how the superseded data were derived.
 CN2073
 CN2073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA817607(NAD 83)
 CN2073_MARKER: DB = BENCH MARK DISK
 CN2073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2073_STAMPING: B 132 1943
 CN2073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2073+STABILITY: SURFACE MOTION
 CN2073
 CN2073  HISTORY     - Date     Condition        Report By
 CN2073  HISTORY     - 1943     MONUMENTED       CGS
 CN2073  HISTORY     - 1949     POOR             NGS
 CN2073
 CN2073                          STATION DESCRIPTION
 CN2073
 CN2073'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN2073'9.5 MI SE FROM ORRVILLE.
 CN2073'ABOUT 9.5 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 CN2073'ORRVILLE, ABOUT 1.0 MILE NORTHWEST OF PINE BELT, AT A TENANT HOUSE
 CN2073'NORTHEAST OF ROAD, 44 FEET NORTH-NORTHWEST OF A 36-INCH OAK TREE, 30
 CN2073'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 32 FEET SOUTHWEST OF
 CN2073'THE BRICK CHIMNEY AT NORTHWEST SIDE OF HOUSE, 9 FEET WEST OF THE WEST
 CN2073'CORNER OF YARD FENCE, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 CN2073'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1679 ***********************************************************************
 BU1679  DESIGNATION -  B 133
 BU1679  PID         -  BU1679
 BU1679  STATE/COUNTY-  AL/MONROE
 BU1679  USGS QUAD   -  LOWER PEACH TREE (1973)
 BU1679
 BU1679                         *CURRENT SURVEY CONTROL
 BU1679  ___________________________________________________________________
 BU1679* NAD 83(1986)-  31 49 20.     (N)    087 31 25.     (W)     SCALED    
 BU1679* NAVD 88     -        45.065  (meters)     147.85   (feet)  ADJUSTED  
 BU1679  ___________________________________________________________________
 BU1679  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1679  DYNAMIC HT  -          45.012 (meters)     147.68  (feet)  COMP
 BU1679  MODELED GRAV-     979,449.3   (mgal)                       NAVD 88
 BU1679
 BU1679  VERT ORDER  -  SECOND    CLASS 0
 BU1679
 BU1679.The horizontal coordinates were scaled from a topographic map and have
 BU1679.an estimated accuracy of +/- 6 seconds.
 BU1679
 BU1679.The orthometric height was determined by differential leveling
 BU1679.and adjusted by the National Geodetic Survey in June 1991..
 BU1679
 BU1679.The geoid height was determined by GEOID03.
 BU1679
 BU1679.The dynamic height is computed by dividing the NAVD 88
 BU1679.geopotential number by the normal gravity value computed on the
 BU1679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1679.degrees latitude (g = 980.6199 gals.).
 BU1679
 BU1679.The modeled gravity was interpolated from observed gravity values.
 BU1679
 BU1679;                    North         East    Units  Estimated Accuracy
 BU1679;SPC AL W     -   202,010.      597,770.      MT  (+/- 180 meters Scaled)
 BU1679
 BU1679                          SUPERSEDED SURVEY CONTROL
 BU1679
 BU1679  NGVD 29 (??/??/92)   45.035  (m)          147.75   (f) ADJ UNCH    2 0
 BU1679
 BU1679.Superseded values are not recommended for survey control.
 BU1679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1679.See file dsdata.txt to determine how the superseded data were derived.
 BU1679
 BU1679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA504208(NAD 83)
 BU1679_MARKER: DB = BENCH MARK DISK
 BU1679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1679_STAMPING: B 133 1943
 BU1679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1679+STABILITY: SURFACE MOTION
 BU1679
 BU1679  HISTORY     - Date     Condition        Report By
 BU1679  HISTORY     - 1943     MONUMENTED       CGS
 BU1679  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1679
 BU1679                          STATION DESCRIPTION
 BU1679
 BU1679'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU1679'2.3 MI SE FROM LOWER PEACH TREE.
 BU1679'1.2 MILES SOUTHEAST ALONG A GRAVEL COUNTY ROAD.  THENCE, 1.1 MILES
 BU1679'SOUTHEAST ALONG THE BELLES LANDING ROAD FROM THE POST OFFICE AT LOWER
 BU1679'PEACH TREE, SET IN THE YARD OF AN UNPAINTED FRAME TENANT HOUSE ON J.
 BU1679'W. WATTS PROPERTY, 37.5 FEET SOUTHWEST OF CENTER-LINE OF ROAD, 27.2
 BU1679'FEET NORTHEAST OF THE EAST CORNER OF THE HOUSE, 9.7 FEET NORTH OF A
 BU1679'WHITE OAK TREE, 1.1 FEET NORTHEAST OF REFERENCE POST, A DISK SET IN
 BU1679'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 BU1679
 BU1679                          STATION RECOVERY (1973)
 BU1679
 BU1679'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0917 ***********************************************************************
 BU0917  DESIGNATION -  B 134
 BU0917  PID         -  BU0917
 BU0917  STATE/COUNTY-  AL/MONROE
 BU0917  USGS QUAD   -  FRANKLIN (1981)
 BU0917
 BU0917                         *CURRENT SURVEY CONTROL
 BU0917  ___________________________________________________________________
 BU0917* NAD 83(1986)-  31 43 23.     (N)    087 23 00.     (W)     SCALED    
 BU0917* NAVD 88     -       118.935  (meters)     390.21   (feet)  ADJUSTED  
 BU0917  ___________________________________________________________________
 BU0917  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU0917  DYNAMIC HT  -         118.790 (meters)     389.73  (feet)  COMP
 BU0917  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 BU0917
 BU0917  VERT ORDER  -  SECOND    CLASS 0
 BU0917
 BU0917.The horizontal coordinates were scaled from a topographic map and have
 BU0917.an estimated accuracy of +/- 6 seconds.
 BU0917
 BU0917.The orthometric height was determined by differential leveling
 BU0917.and adjusted by the National Geodetic Survey in June 1991..
 BU0917
 BU0917.The geoid height was determined by GEOID03.
 BU0917
 BU0917.The dynamic height is computed by dividing the NAVD 88
 BU0917.geopotential number by the normal gravity value computed on the
 BU0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0917.degrees latitude (g = 980.6199 gals.).
 BU0917
 BU0917.The modeled gravity was interpolated from observed gravity values.
 BU0917
 BU0917;                    North         East    Units  Estimated Accuracy
 BU0917;SPC AL W     -   191,020.      611,060.      MT  (+/- 180 meters Scaled)
 BU0917
 BU0917                          SUPERSEDED SURVEY CONTROL
 BU0917
 BU0917  NGVD 29 (??/??/92)  118.905  (m)          390.11   (f) ADJ UNCH    2 0
 BU0917
 BU0917.Superseded values are not recommended for survey control.
 BU0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0917.See file dsdata.txt to determine how the superseded data were derived.
 BU0917
 BU0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA636098(NAD 83)
 BU0917_MARKER: DB = BENCH MARK DISK
 BU0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0917_STAMPING: B 134 1943
 BU0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0917+STABILITY: SURFACE MOTION
 BU0917
 BU0917  HISTORY     - Date     Condition        Report By
 BU0917  HISTORY     - 1943     MONUMENTED       CGS
 BU0917
 BU0917                          STATION DESCRIPTION
 BU0917
 BU0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0917'2.9 MI NE FROM FRANKIN.
 BU0917'0.8 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 BU0917'FRANKLIN, MONROE COUNTY, THENCE 2.1 MILES EAST ALONG THE
 BU0917'FRANKLIN-BEATRICE GRADED ROAD.  0.4 MILE EAST OF THE RIVER RIDGE
 BU0917'PRESBYTERIAN CHURCH AND CEMETERY, 45.2 FEET EAST OF A TRIANGULAR-
 BU0917'BLAZED 6-INCH PINE, 26 FEET NORTH OF THE CENTER LINE OF THE ROAD, AND
 BU0917'1.7 FEET EAST OF A POLE WITH A GUY WIRE.  A STANDARD DISK, STAMPED B
 BU0917'134 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BU0917'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1160 ***********************************************************************
 CN1160  DESIGNATION -  B 135 RESET
 CN1160  PID         -  CN1160
 CN1160  STATE/COUNTY-  AL/CHILTON
 CN1160  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1160
 CN1160                         *CURRENT SURVEY CONTROL
 CN1160  ___________________________________________________________________
 CN1160* NAD 83(1986)-  32 46 00.     (N)    086 52 42.     (W)     SCALED    
 CN1160* NAVD 88     -       101.157  (meters)     331.88   (feet)  ADJUSTED  
 CN1160  ___________________________________________________________________
 CN1160  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CN1160  DYNAMIC HT  -         101.042 (meters)     331.50  (feet)  COMP
 CN1160  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CN1160
 CN1160  VERT ORDER  -  SECOND    CLASS 0
 CN1160
 CN1160.The horizontal coordinates were scaled from a topographic map and have
 CN1160.an estimated accuracy of +/- 6 seconds.
 CN1160
 CN1160.The orthometric height was determined by differential leveling
 CN1160.and adjusted by the National Geodetic Survey in June 1991..
 CN1160
 CN1160.The geoid height was determined by GEOID03.
 CN1160
 CN1160.The dynamic height is computed by dividing the NAVD 88
 CN1160.geopotential number by the normal gravity value computed on the
 CN1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1160.degrees latitude (g = 980.6199 gals.).
 CN1160
 CN1160.The modeled gravity was interpolated from observed gravity values.
 CN1160
 CN1160;                    North         East    Units  Estimated Accuracy
 CN1160;SPC AL W     -   306,910.      658,250.      MT  (+/- 180 meters Scaled)
 CN1160
 CN1160                          SUPERSEDED SURVEY CONTROL
 CN1160
 CN1160  NGVD 29 (??/??/92)  101.130  (m)          331.79   (f) ADJ UNCH    2 0
 CN1160
 CN1160.Superseded values are not recommended for survey control.
 CN1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1160.See file dsdata.txt to determine how the superseded data were derived.
 CN1160
 CN1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB113254(NAD 83)
 CN1160_MARKER: DB = BENCH MARK DISK
 CN1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1160_STAMPING: B 135 1943 RESET 1950
 CN1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1160+STABILITY: SURFACE MOTION
 CN1160
 CN1160  HISTORY     - Date     Condition        Report By
 CN1160  HISTORY     - 1950     MONUMENTED       CGS
 CN1160  HISTORY     - 1957     MARK NOT FOUND   USGS
 CN1160
 CN1160                          STATION DESCRIPTION
 CN1160
 CN1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1160'1.4 MI S FROM MAPLESVILLE.
 CN1160'ABOUT 1.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1160'MAPLESVILLE, AT THE CROSSING OF U.S. HIGHWAY 82 AND THE INTERSECTION
 CN1160'OF U.S. HIGHWAY 82 AND STATE HIGHWAY 22, 93 FEET NORTH OF THE CENTER
 CN1160'OF THE CROSSING OF HIGHWAY 82 AND THE TRACK, 58 FEET EAST OF THE
 CN1160'CENTER OF THE INTERSECTION OF HIGHWAYS 82 AND 22, 36 FEET WEST OF THE
 CN1160'WEST RAIL OF THE TRACK, 44.5 FEET NORTHEAST OF THE CENTER LINE OF
 CN1160'HIGHWAY 82, 56 FEET EAST OF THE CENTER LINE OF HIGHWAY 22, 54.5 FEET
 CN1160'SOUTH-SOUTHEAST OF A POWER POLE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 CN1160'WITNESS POST, 1/2 FOOT ABOVE THE TRACK AND SET IN THE TOP OF A
 CN1160'CONCRETE POST PROJECTING 2 INCHES.
 CN1160
 CN1160                          STATION RECOVERY (1957)
 CN1160
 CN1160'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CN1160'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0778 ***********************************************************************
 CN0778  DESIGNATION -  B 136
 CN0778  PID         -  CN0778
 CN0778  STATE/COUNTY-  AL/DALLAS
 CN0778  USGS QUAD   -  SELMA (1977)
 CN0778
 CN0778                         *CURRENT SURVEY CONTROL
 CN0778  ___________________________________________________________________
 CN0778* NAD 83(1986)-  32 24 52.     (N)    087 00 24.     (W)     SCALED    
 CN0778* NAVD 88     -        37.726  (meters)     123.77   (feet)  ADJUSTED  
 CN0778  ___________________________________________________________________
 CN0778  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CN0778  DYNAMIC HT  -          37.683 (meters)     123.63  (feet)  COMP
 CN0778  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 CN0778
 CN0778  VERT ORDER  -  FIRST     CLASS II
 CN0778
 CN0778.The horizontal coordinates were scaled from a topographic map and have
 CN0778.an estimated accuracy of +/- 6 seconds.
 CN0778
 CN0778.The orthometric height was determined by differential leveling
 CN0778.and adjusted by the National Geodetic Survey in June 1991..
 CN0778
 CN0778.The geoid height was determined by GEOID03.
 CN0778
 CN0778.The dynamic height is computed by dividing the NAVD 88
 CN0778.geopotential number by the normal gravity value computed on the
 CN0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0778.degrees latitude (g = 980.6199 gals.).
 CN0778
 CN0778.The modeled gravity was interpolated from observed gravity values.
 CN0778
 CN0778;                    North         East    Units  Estimated Accuracy
 CN0778;SPC AL W     -   267,790.      646,400.      MT  (+/- 180 meters Scaled)
 CN0778
 CN0778                          SUPERSEDED SURVEY CONTROL
 CN0778
 CN0778  NGVD 29 (??/??/92)   37.691  (m)          123.66   (f) ADJ UNCH    1 2
 CN0778
 CN0778.Superseded values are not recommended for survey control.
 CN0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0778.See file dsdata.txt to determine how the superseded data were derived.
 CN0778
 CN0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA993863(NAD 83)
 CN0778_MARKER: DB = BENCH MARK DISK
 CN0778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0778_STAMPING: B136 1943
 CN0778_MARK LOGO: CGS   
 CN0778_PROJECTION: FLUSH
 CN0778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0778+STABILITY: SURFACE MOTION
 CN0778
 CN0778  HISTORY     - Date     Condition        Report By
 CN0778  HISTORY     - 1943     MONUMENTED       CGS
 CN0778  HISTORY     - 1949     GOOD             NGS
 CN0778  HISTORY     - 1981     GOOD             NGS
 CN0778
 CN0778                          STATION DESCRIPTION
 CN0778
 CN0778'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0778'IN SELMA.
 CN0778'AT SELMA, ABOUT 1.0 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE
 CN0778'UNION STATION AT SELMA, ABOUT 5 RAILS EAST OF MILE POST 192, IN THE Y
 CN0778'FORMED BY THE JUNCTION OF SELMA AND JEFFERSON DAVIS AVENUES, AT A FIRE
 CN0778'STATION BUILDING, 46.5 FEET SOUTH AND ACROSS JEFFERSON DAVIS AVENUE
 CN0778'FROM THE SOUTH RAIL, 3 FEET NORTHEAST OF THE NORTHEAST WALL OF THE RED
 CN0778'BRICK BUILDING OF FORE STATION, 12 FEET EAST-SOUTHEAST OF THE NORTH
 CN0778'CORNER OF THE BUILDING, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, 1
 CN0778'FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CN0778'5 INCHES.
 CN0778
 CN0778                          STATION RECOVERY (1981)
 CN0778
 CN0778'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CN0778'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 CN0778'IN SELMA, AT THE Y JUNCTION OF SELMA AVENUE AND JEFFERSON DAVIS
 CN0778'AVENUE FROM THE INTERSECTION OF BROAD STREET, 15.55 METERS (51
 CN0778'FEET) NORTHWEST OF THE CENTER LINE OF SELMA AVENUE, 7.25 METERS
 CN0778'(23.8 FEET) SOUTH OF THE CENTER LINE OF JEFFERSON DAVIS AVENUE,
 CN0778'2.41 METERS (7.9 FEET) SOUTH OF THE NORTHEAST CORNER OF THE FIRE
 CN0778'STATION, 0.91 METER (3 FEET) EAST OF THE EAST FACE OF THE FIRE
 CN0778'STATION.
 CN0778'THE MARK IS 0.32 METERS  W FROM A WITNESS POST.
 CN0778'THE MARK IS ABOVE LEVEL WITH AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1654 ***********************************************************************
 CN1654  DESIGNATION -  B 137
 CN1654  PID         -  CN1654
 CN1654  STATE/COUNTY-  AL/PERRY
 CN1654  USGS QUAD   -  BUCK CREEK (1987)
 CN1654
 CN1654                         *CURRENT SURVEY CONTROL
 CN1654  ___________________________________________________________________
 CN1654* NAD 83(1986)-  32 38 43.     (N)    087 07 00.     (W)     SCALED    
 CN1654* NAVD 88     -       136.347  (meters)     447.33   (feet)  ADJUSTED  
 CN1654  ___________________________________________________________________
 CN1654  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CN1654  DYNAMIC HT  -         136.190 (meters)     446.82  (feet)  COMP
 CN1654  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 CN1654
 CN1654  VERT ORDER  -  SECOND    CLASS 0
 CN1654
 CN1654.The horizontal coordinates were scaled from a topographic map and have
 CN1654.an estimated accuracy of +/- 6 seconds.
 CN1654
 CN1654.The orthometric height was determined by differential leveling
 CN1654.and adjusted by the National Geodetic Survey in June 1991..
 CN1654
 CN1654.The geoid height was determined by GEOID03.
 CN1654
 CN1654.The dynamic height is computed by dividing the NAVD 88
 CN1654.geopotential number by the normal gravity value computed on the
 CN1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1654.degrees latitude (g = 980.6199 gals.).
 CN1654
 CN1654.The modeled gravity was interpolated from observed gravity values.
 CN1654
 CN1654;                    North         East    Units  Estimated Accuracy
 CN1654;SPC AL W     -   293,340.      635,960.      MT  (+/- 180 meters Scaled)
 CN1654
 CN1654                          SUPERSEDED SURVEY CONTROL
 CN1654
 CN1654  NGVD 29 (??/??/92)  136.309  (m)          447.21   (f) ADJ UNCH    2 0
 CN1654
 CN1654.Superseded values are not recommended for survey control.
 CN1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1654.See file dsdata.txt to determine how the superseded data were derived.
 CN1654
 CN1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB890119(NAD 83)
 CN1654_MARKER: DB = BENCH MARK DISK
 CN1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1654_STAMPING: B 137 1943
 CN1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1654+STABILITY: SURFACE MOTION
 CN1654
 CN1654  HISTORY     - Date     Condition        Report By
 CN1654  HISTORY     - 1943     MONUMENTED       CGS
 CN1654  HISTORY     - 1984     GOOD             USPSQD
 CN1654
 CN1654                          STATION DESCRIPTION
 CN1654
 CN1654'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN1654'2.6 MI NW FROM PERRYVILLE.
 CN1654'2.6 MILES NORTHWEST OF THE POSTOFFICE AT PERRYVILLE, ALONG THE GRADED
 CN1654'COUNTY ROAD, SET AT A PLACE WHERE THE PIPE-LINE CROSSES THE GRADED
 CN1654'ROAD, 26.3 FEET WEST OF THE CENTER-LINE OF THE GRADED COUNTY ROAD,
 CN1654'40.9 FEET NORTH FEET WEST OF THE CENTER-LINE OF THE GRADED COUNTY
 CN1654'ROAD, 40.9 FEET NORTH OF CROSSING OF THE PIPE-LINE, ABOUT 250 FEET
 CN1654'SOUTHWEST OF A FRAME FARM HOUSE, 1 FOOT EAST OF THE REFERENCE POST,
 CN1654'BENCH MARK DISK SET IN TOP OF CONCRETE POST.
 CN1654
 CN1654                          STATION RECOVERY (1984)
 CN1654
 CN1654'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1654'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1476 ***********************************************************************
 CN1476  DESIGNATION -  B 138
 CN1476  PID         -  CN1476
 CN1476  STATE/COUNTY-  AL/DALLAS
 CN1476  USGS QUAD   -  JONES (1982)
 CN1476
 CN1476                         *CURRENT SURVEY CONTROL
 CN1476  ___________________________________________________________________
 CN1476* NAD 83(1986)-  32 35 14.     (N)    086 56 05.     (W)     SCALED    
 CN1476* NAVD 88     -       144.361  (meters)     473.62   (feet)  ADJUSTED  
 CN1476  ___________________________________________________________________
 CN1476  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CN1476  DYNAMIC HT  -         144.194 (meters)     473.08  (feet)  COMP
 CN1476  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 CN1476
 CN1476  VERT ORDER  -  SECOND    CLASS 0
 CN1476
 CN1476.The horizontal coordinates were scaled from a topographic map and have
 CN1476.an estimated accuracy of +/- 6 seconds.
 CN1476
 CN1476.The orthometric height was determined by differential leveling
 CN1476.and adjusted by the National Geodetic Survey in June 1991..
 CN1476
 CN1476.The geoid height was determined by GEOID03.
 CN1476
 CN1476.The dynamic height is computed by dividing the NAVD 88
 CN1476.geopotential number by the normal gravity value computed on the
 CN1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1476.degrees latitude (g = 980.6199 gals.).
 CN1476
 CN1476.The modeled gravity was interpolated from observed gravity values.
 CN1476
 CN1476;                    North         East    Units  Estimated Accuracy
 CN1476;SPC AL W     -   286,980.      653,070.      MT  (+/- 180 meters Scaled)
 CN1476
 CN1476                          SUPERSEDED SURVEY CONTROL
 CN1476
 CN1476  NGVD 29 (??/??/92)  144.330  (m)          473.52   (f) ADJ UNCH    2 0
 CN1476
 CN1476.Superseded values are not recommended for survey control.
 CN1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1476.See file dsdata.txt to determine how the superseded data were derived.
 CN1476
 CN1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB061055(NAD 83)
 CN1476_MARKER: DB = BENCH MARK DISK
 CN1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1476_STAMPING: B 138 1943
 CN1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1476+STABILITY: SURFACE MOTION
 CN1476
 CN1476  HISTORY     - Date     Condition        Report By
 CN1476  HISTORY     - 1943     MONUMENTED       CGS
 CN1476  HISTORY     - 1957     MARK NOT FOUND   USGS
 CN1476  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN1476  HISTORY     - 1980     MARK NOT FOUND   NGS
 CN1476
 CN1476                          STATION DESCRIPTION
 CN1476
 CN1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN1476'2.6 MI W FROM JONES.
 CN1476'2.6 MILES WEST OF THE POST OFFICE AT JONES, ALONG GRADED COUNTY ROAD,
 CN1476'AT A T INTERSECTION, 41.3 FEET EAST OF CENTER-LINE OF STATE ROAD NO.
 CN1476'22, 32 FEET NORTH OF CENTER-LINE OF GRADED ROAD LEADING EAST, 11.9
 CN1476'FEET EAST OF A LONE TREE, 1 FOOT EAST OF REFERENCE POST, BENCH MARK
 CN1476'DISK SET IN TOP OF CONCRETE POST.
 CN1476
 CN1476                          STATION RECOVERY (1957)
 CN1476
 CN1476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CN1476'MARK NOT FOUND.
 CN1476
 CN1476                          STATION RECOVERY (1979)
 CN1476
 CN1476'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN1476'MARK NOT FOUND.
 CN1476
 CN1476                          STATION RECOVERY (1980)
 CN1476
 CN1476'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CN1476'SEARCHED FOR AND NOT RECOVERED, THE ROAD IS NOW PAVED AND JUNCTION HAS
 CN1476'BEEN WIDENED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2646 ***********************************************************************
 CN2646  DESIGNATION -  B 139
 CN2646  PID         -  CN2646
 CN2646  STATE/COUNTY-  AL/GREENE
 CN2646  USGS QUAD   -  FORKLAND (1979)
 CN2646
 CN2646                         *CURRENT SURVEY CONTROL
 CN2646  ___________________________________________________________________
 CN2646* NAD 83(1986)-  32 41 38.     (N)    087 56 33.     (W)     SCALED    
 CN2646* NAVD 88     -        56.653  (meters)     185.87   (feet)  ADJUSTED  
 CN2646  ___________________________________________________________________
 CN2646  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CN2646  DYNAMIC HT  -          56.588 (meters)     185.66  (feet)  COMP
 CN2646  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 CN2646
 CN2646  VERT ORDER  -  SECOND    CLASS 0
 CN2646
 CN2646.The horizontal coordinates were scaled from a topographic map and have
 CN2646.an estimated accuracy of +/- 6 seconds.
 CN2646
 CN2646.The orthometric height was determined by differential leveling
 CN2646.and adjusted by the National Geodetic Survey in June 1991..
 CN2646
 CN2646.The geoid height was determined by GEOID03.
 CN2646
 CN2646.The dynamic height is computed by dividing the NAVD 88
 CN2646.geopotential number by the normal gravity value computed on the
 CN2646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2646.degrees latitude (g = 980.6199 gals.).
 CN2646
 CN2646.The modeled gravity was interpolated from observed gravity values.
 CN2646
 CN2646;                    North         East    Units  Estimated Accuracy
 CN2646;SPC AL W     -   298,750.      558,510.      MT  (+/- 180 meters Scaled)
 CN2646
 CN2646                          SUPERSEDED SURVEY CONTROL
 CN2646
 CN2646  NGVD 29 (??/??/92)   56.626  (m)          185.78   (f) ADJ UNCH    2 0
 CN2646
 CN2646.Superseded values are not recommended for survey control.
 CN2646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2646.See file dsdata.txt to determine how the superseded data were derived.
 CN2646
 CN2646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB116177(NAD 83)
 CN2646_MARKER: DB = BENCH MARK DISK
 CN2646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2646_STAMPING: B 139 1943
 CN2646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2646+STABILITY: SURFACE MOTION
 CN2646
 CN2646  HISTORY     - Date     Condition        Report By
 CN2646  HISTORY     - 1943     MONUMENTED       CGS
 CN2646
 CN2646                          STATION DESCRIPTION
 CN2646
 CN2646'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2646'4.9 MI NW FROM FORKLAND.
 CN2646'4.9 MILES NORTHWEST OF THE POSTOFFICE AT FORKLAND, ALONG GRADED COUNTY
 CN2646'ROAD, 27 FEET NORTH OF THE CENTER-LINE OF THE GRADED ROAD, 11 FEET
 CN2646'WEST OF A WIRE FENCE, ABOUT 300 FEET EAST OF A WHITE FRAME HOUSE WITH
 CN2646'GREEN ROOF, 1 FOOT SOUTH OF REFERENCE POST, BENCH MARK DISK SET IN TOP
 CN2646'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0340 ***********************************************************************
 CN0340  DESIGNATION -  B 14
 CN0340  PID         -  CN0340
 CN0340  STATE/COUNTY-  AL/MONTGOMERY
 CN0340  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0340
 CN0340                         *CURRENT SURVEY CONTROL
 CN0340  ___________________________________________________________________
 CN0340* NAD 83(1986)-  32 22 30.     (N)    086 18 32.     (W)     SCALED    
 CN0340* NAVD 88     -        61.183  (meters)     200.73   (feet)  ADJUSTED  
 CN0340  ___________________________________________________________________
 CN0340  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CN0340  DYNAMIC HT  -          61.113 (meters)     200.50  (feet)  COMP
 CN0340  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 CN0340
 CN0340  VERT ORDER  -  FIRST     CLASS I
 CN0340
 CN0340.The horizontal coordinates were scaled from a topographic map and have
 CN0340.an estimated accuracy of +/- 6 seconds.
 CN0340
 CN0340.The orthometric height was determined by differential leveling
 CN0340.and adjusted by the National Geodetic Survey in June 1991..
 CN0340
 CN0340.The geoid height was determined by GEOID03.
 CN0340
 CN0340.The dynamic height is computed by dividing the NAVD 88
 CN0340.geopotential number by the normal gravity value computed on the
 CN0340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0340.degrees latitude (g = 980.6199 gals.).
 CN0340
 CN0340.The modeled gravity was interpolated from observed gravity values.
 CN0340
 CN0340;                    North         East    Units  Estimated Accuracy
 CN0340;SPC AL E     -   207,990.      155,250.      MT  (+/- 180 meters Scaled)
 CN0340
 CN0340                          SUPERSEDED SURVEY CONTROL
 CN0340
 CN0340  NGVD 29 (??/??/92)   61.167  (m)          200.68   (f) ADJ UNCH    1 1
 CN0340
 CN0340.Superseded values are not recommended for survey control.
 CN0340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0340.See file dsdata.txt to determine how the superseded data were derived.
 CN0340
 CN0340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA650822(NAD 83)
 CN0340_MARKER: DB = BENCH MARK DISK
 CN0340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0340_SP_SET: PLATFORM
 CN0340_STAMPING: B 14 1933 200.679
 CN0340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0340
 CN0340  HISTORY     - Date     Condition        Report By
 CN0340  HISTORY     - 1933     MONUMENTED       CGS
 CN0340  HISTORY     - 1967     GOOD             NGS
 CN0340
 CN0340                          STATION DESCRIPTION
 CN0340
 CN0340'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0340'IN MONTGOMERY.
 CN0340'AT MONTGOMERY, AT THE POST OFFICE BUILDING, AT THE INTERSECTION OF LEE
 CN0340'AND COURT STREET, ABOUT 0.45 MILE SOUTHEAST ALONG LEE STREET FROM THE
 CN0340'UNION STATION, AT THE EAST CORNER OF THE PLATFORM AT THE NORTHEAST
 CN0340'ENTRANCE TO THE POST OFFICE BUILDING, SET ON THE TOP OF THE SOUTHEAST
 CN0340'END OF THE 2ND STEP FROM THE TOP AND 1/2 FOOT ABOVE THE LEVEL OF THE
 CN0340'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0929 ***********************************************************************
 CN0929  DESIGNATION -  B 141
 CN0929  PID         -  CN0929
 CN0929  STATE/COUNTY-  AL/AUTAUGA
 CN0929  USGS QUAD   -  AUTAUGAVILLE (1982)
 CN0929
 CN0929                         *CURRENT SURVEY CONTROL
 CN0929  ___________________________________________________________________
 CN0929* NAD 83(1986)-  32 28 15.     (N)    086 40 46.     (W)     SCALED    
 CN0929* NAVD 88     -        58.691  (meters)     192.56   (feet)  ADJUSTED  
 CN0929  ___________________________________________________________________
 CN0929  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CN0929  DYNAMIC HT  -          58.624 (meters)     192.34  (feet)  COMP
 CN0929  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 CN0929
 CN0929  VERT ORDER  -  SECOND    CLASS 0
 CN0929
 CN0929.The horizontal coordinates were scaled from a topographic map and have
 CN0929.an estimated accuracy of +/- 6 seconds.
 CN0929
 CN0929.The orthometric height was determined by differential leveling
 CN0929.and adjusted by the National Geodetic Survey in June 1991..
 CN0929
 CN0929.The geoid height was determined by GEOID03.
 CN0929
 CN0929.The dynamic height is computed by dividing the NAVD 88
 CN0929.geopotential number by the normal gravity value computed on the
 CN0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0929.degrees latitude (g = 980.6199 gals.).
 CN0929
 CN0929.The modeled gravity was interpolated from observed gravity values.
 CN0929
 CN0929;                    North         East    Units  Estimated Accuracy
 CN0929;SPC AL W     -   274,230.      677,130.      MT  (+/- 180 meters Scaled)
 CN0929
 CN0929                          SUPERSEDED SURVEY CONTROL
 CN0929
 CN0929  NGVD 29 (??/??/92)   58.666  (m)          192.47   (f) ADJ UNCH    2 0
 CN0929
 CN0929.Superseded values are not recommended for survey control.
 CN0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0929.See file dsdata.txt to determine how the superseded data were derived.
 CN0929
 CN0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA301926(NAD 83)
 CN0929_MARKER: DB = BENCH MARK DISK
 CN0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0929_STAMPING: B 141 1943
 CN0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0929+STABILITY: SURFACE MOTION
 CN0929
 CN0929  HISTORY     - Date     Condition        Report By
 CN0929  HISTORY     - 1943     MONUMENTED       CGS
 CN0929  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0929
 CN0929                          STATION DESCRIPTION
 CN0929
 CN0929'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0929'3.1 MI N FROM AUTAUGAVILLE.
 CN0929'3.1 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CN0929'AUTAUGAVILLE.  SET IN THE PASTURE BY THE NORTHEAST CORNER OF A WOODEN
 CN0929'BRIDGE.  39 FEET EAST OF THE CENTER-LINE OF THE MAIN ROAD, 36 FEET
 CN0929'NORTHEAST OF THE NORTHEAST CORNER OF THE BRIDGE, 37 FEET SOUTH OF THE
 CN0929'CENTER-LINE OF A WAGON ROAD LEADING EAST INTO THE PASTURE, 3.6 FEET
 CN0929'EAST OF THE RIGHT-OF-WAY FENCE, 1.0 FOOT WEST OF THE REFERENCE POST.
 CN0929
 CN0929                          STATION RECOVERY (1975)
 CN0929
 CN0929'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0929'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1283 ***********************************************************************
 BT1283  DESIGNATION -  B 145
 BT1283  PID         -  BT1283
 BT1283  STATE/COUNTY-  AL/COFFEE
 BT1283  USGS QUAD   -  VICTORIA (1981)
 BT1283
 BT1283                         *CURRENT SURVEY CONTROL
 BT1283  ___________________________________________________________________
 BT1283* NAD 83(1986)-  31 30 28.     (N)    085 59 38.     (W)     SCALED    
 BT1283* NAVD 88     -        97.801  (meters)     320.87   (feet)  ADJUSTED  
 BT1283  ___________________________________________________________________
 BT1283  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BT1283  DYNAMIC HT  -          97.683 (meters)     320.48  (feet)  COMP
 BT1283  MODELED GRAV-     979,435.1   (mgal)                       NAVD 88
 BT1283
 BT1283  VERT ORDER  -  SECOND    CLASS 0
 BT1283
 BT1283.The horizontal coordinates were scaled from a topographic map and have
 BT1283.an estimated accuracy of +/- 6 seconds.
 BT1283
 BT1283.The orthometric height was determined by differential leveling
 BT1283.and adjusted by the National Geodetic Survey in June 1991..
 BT1283
 BT1283.The geoid height was determined by GEOID03.
 BT1283
 BT1283.The dynamic height is computed by dividing the NAVD 88
 BT1283.geopotential number by the normal gravity value computed on the
 BT1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1283.degrees latitude (g = 980.6199 gals.).
 BT1283
 BT1283.The modeled gravity was interpolated from observed gravity values.
 BT1283
 BT1283;                    North         East    Units  Estimated Accuracy
 BT1283;SPC AL E     -   111,740.      184,750.      MT  (+/- 180 meters Scaled)
 BT1283
 BT1283                          SUPERSEDED SURVEY CONTROL
 BT1283
 BT1283  NGVD 29 (??/??/92)   97.823  (m)          320.94   (f) ADJ UNCH    2 0
 BT1283
 BT1283.Superseded values are not recommended for survey control.
 BT1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1283.See file dsdata.txt to determine how the superseded data were derived.
 BT1283
 BT1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV955863(NAD 83)
 BT1283_MARKER: DB = BENCH MARK DISK
 BT1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1283_STAMPING: B 145 1943
 BT1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1283+STABILITY: SURFACE MOTION
 BT1283
 BT1283  HISTORY     - Date     Condition        Report By
 BT1283  HISTORY     - 1943     MONUMENTED       CGS
 BT1283
 BT1283                          STATION DESCRIPTION
 BT1283
 BT1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT1283'8.4 MI NE FROM ELBA.
 BT1283'8.4 MILES NORTHEAST OF THE POST OFFICE AT ELBA, ALONG GRADED
 BT1283'COUNTY ROAD, SET AT THE BOTTOM OF TWO HILLS, 46 FEET NORTH OF
 BT1283'THE CENTERLINE OF THE GRADED ROAD, 19 FEET EAST OF A DIM ROAD
 BT1283'LEADING IN WOODS, 15 FEET SOUTH OF AN 8 INCH PINE TREE WITH
 BT1283'PAINTED BLAZE, 1 FOOT SOUTH OF REFERENCE POST, BENCH MARK DISK
 BT1283'SET IN TOP OF CONCRETE POST.  8/65 AMS REPORT--STATION IS ON
 BT1283'OLD HIGHWAY WHICH IS ONLY A TRAIL NOW, 15 FT. SOUTH OF 24 INCH
 BT1283'PINE WITH BLAZE ON SW SIDE, REFERENCE POST IS GONE, MARK PROJECTS
 BT1283'APPROX. 0.05 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1279 ***********************************************************************
 BT1279  DESIGNATION -  B 146
 BT1279  PID         -  BT1279
 BT1279  STATE/COUNTY-  AL/BARBOUR
 BT1279  USGS QUAD   -  CLIO (1979)
 BT1279
 BT1279                         *CURRENT SURVEY CONTROL
 BT1279  ___________________________________________________________________
 BT1279* NAD 83(1986)-  31 41 08.     (N)    085 32 54.     (W)     SCALED    
 BT1279* NAVD 88     -       137.891  (meters)     452.40   (feet)  ADJUSTED  
 BT1279  ___________________________________________________________________
 BT1279  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BT1279  DYNAMIC HT  -         137.727 (meters)     451.86  (feet)  COMP
 BT1279  MODELED GRAV-     979,452.8   (mgal)                       NAVD 88
 BT1279
 BT1279  VERT ORDER  -  SECOND    CLASS 0
 BT1279
 BT1279.The horizontal coordinates were scaled from a topographic map and have
 BT1279.an estimated accuracy of +/- 6 seconds.
 BT1279
 BT1279.The orthometric height was determined by differential leveling
 BT1279.and adjusted by the National Geodetic Survey in June 1991..
 BT1279
 BT1279.The geoid height was determined by GEOID03.
 BT1279
 BT1279.The dynamic height is computed by dividing the NAVD 88
 BT1279.geopotential number by the normal gravity value computed on the
 BT1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1279.degrees latitude (g = 980.6199 gals.).
 BT1279
 BT1279.The modeled gravity was interpolated from observed gravity values.
 BT1279
 BT1279;                    North         East    Units  Estimated Accuracy
 BT1279;SPC AL E     -   131,470.      227,020.      MT  (+/- 180 meters Scaled)
 BT1279
 BT1279                          SUPERSEDED SURVEY CONTROL
 BT1279
 BT1279  NGVD 29 (??/??/92)  137.921  (m)          452.50   (f) ADJ UNCH    2 0
 BT1279
 BT1279.Superseded values are not recommended for survey control.
 BT1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1279.See file dsdata.txt to determine how the superseded data were derived.
 BT1279
 BT1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA375064(NAD 83)
 BT1279_MARKER: DB = BENCH MARK DISK
 BT1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1279_STAMPING: B 146 1943
 BT1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1279+STABILITY: SURFACE MOTION
 BT1279
 BT1279  HISTORY     - Date     Condition        Report By
 BT1279  HISTORY     - 1943     MONUMENTED       CGS
 BT1279  HISTORY     - 1969     MARK NOT FOUND   USGS
 BT1279
 BT1279                          STATION DESCRIPTION
 BT1279
 BT1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT1279'2.9 MI NW FROM BLUE SPRINGS.
 BT1279'2.9 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BT1279'AT BLUE SPRINGS, BARBOUR COUNTY, 80 FEET NORTHEAST OF A FRAME
 BT1279'HOUSE, 41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BT1279'5 FEET SOUTH OF POWER-TRANSMISSION LINE POLE REA 10-36, 1.8 FEET
 BT1279'SOUTH OF A WIRE FENCE, AND 1 FOOT EAST OF A WHITE WOODEN WITNESS
 BT1279'POST.  A STANDARD DISK, STAMPED B 146 1943 AND SET IN THE TOP
 BT1279'OF A CONCRETE POST.
 BT1279
 BT1279                          STATION RECOVERY (1969)
 BT1279
 BT1279'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BT1279'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0614 ***********************************************************************
 BT0614  DESIGNATION -  B 147
 BT0614  PID         -  BT0614
 BT0614  STATE/COUNTY-  AL/HENRY
 BT0614  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT0614
 BT0614                         *CURRENT SURVEY CONTROL
 BT0614  ___________________________________________________________________
 BT0614* NAD 83(1986)-  31 40 32.     (N)    085 20 53.     (W)     SCALED    
 BT0614* NAVD 88     -        97.273  (meters)     319.14   (feet)  ADJUSTED  
 BT0614  ___________________________________________________________________
 BT0614  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BT0614  DYNAMIC HT  -          97.158 (meters)     318.76  (feet)  COMP
 BT0614  MODELED GRAV-     979,449.0   (mgal)                       NAVD 88
 BT0614
 BT0614  VERT ORDER  -  SECOND    CLASS 0
 BT0614
 BT0614.The horizontal coordinates were scaled from a topographic map and have
 BT0614.an estimated accuracy of +/- 6 seconds.
 BT0614
 BT0614.The orthometric height was determined by differential leveling
 BT0614.and adjusted by the National Geodetic Survey in June 1991..
 BT0614
 BT0614.The geoid height was determined by GEOID03.
 BT0614
 BT0614.The dynamic height is computed by dividing the NAVD 88
 BT0614.geopotential number by the normal gravity value computed on the
 BT0614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0614.degrees latitude (g = 980.6199 gals.).
 BT0614
 BT0614.The modeled gravity was interpolated from observed gravity values.
 BT0614
 BT0614;                    North         East    Units  Estimated Accuracy
 BT0614;SPC AL E     -   130,430.      246,020.      MT  (+/- 180 meters Scaled)
 BT0614
 BT0614                          SUPERSEDED SURVEY CONTROL
 BT0614
 BT0614  NGVD 29 (??/??/92)   97.325  (m)          319.31   (f) ADJ UNCH    2 0
 BT0614
 BT0614.Superseded values are not recommended for survey control.
 BT0614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0614.See file dsdata.txt to determine how the superseded data were derived.
 BT0614
 BT0614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA565056(NAD 83)
 BT0614_MARKER: DB = BENCH MARK DISK
 BT0614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0614_STAMPING: B 147 1943
 BT0614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0614+STABILITY: SURFACE MOTION
 BT0614
 BT0614  HISTORY     - Date     Condition        Report By
 BT0614  HISTORY     - 1943     MONUMENTED       CGS
 BT0614
 BT0614                          STATION DESCRIPTION
 BT0614
 BT0614'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT0614'11.6 MI E FROM BLUE SPRINGS.
 BT0614'2.0 MILES EAST OF THE POSTOFFICE AT BLUE SPRINGS, ALONG STATE ROAD
 BT0614'NO. 10, THENCE 9.6 MILES EAST ALONG GRADED COUNTY ROAD, SET AT A T
 BT0614'INTERSECTION, 42 FEET SOUTH OF THE CENTER-LINE OF THE GRADED ROAD
 BT0614'LEADING EAST AND WEST, 36 FEET WEST OF CENTERLINE OF THE GRADED ROAD
 BT0614'LEADING SOUTH, 1.4 FEET NORTH OF REFERENCE POST, BENCH MARK
 BT0614'DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0949 ***********************************************************************
 BU0949  DESIGNATION -  B 148
 BU0949  PID         -  BU0949
 BU0949  STATE/COUNTY-  AL/CONECUH
 BU0949  USGS QUAD   -  SKINNERTON (1971)
 BU0949
 BU0949                         *CURRENT SURVEY CONTROL
 BU0949  ___________________________________________________________________
 BU0949* NAD 83(1986)-  31 39 00.     (N)    087 02 03.     (W)     SCALED    
 BU0949* NAVD 88     -       149.021  (meters)     488.91   (feet)  ADJUSTED  
 BU0949  ___________________________________________________________________
 BU0949  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BU0949  DYNAMIC HT  -         148.838 (meters)     488.31  (feet)  COMP
 BU0949  MODELED GRAV-     979,410.2   (mgal)                       NAVD 88
 BU0949
 BU0949  VERT ORDER  -  SECOND    CLASS 0
 BU0949
 BU0949.The horizontal coordinates were scaled from a topographic map and have
 BU0949.an estimated accuracy of +/- 6 seconds.
 BU0949
 BU0949.The orthometric height was determined by differential leveling
 BU0949.and adjusted by the National Geodetic Survey in June 1991..
 BU0949
 BU0949.The geoid height was determined by GEOID03.
 BU0949
 BU0949.The dynamic height is computed by dividing the NAVD 88
 BU0949.geopotential number by the normal gravity value computed on the
 BU0949.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0949.degrees latitude (g = 980.6199 gals.).
 BU0949
 BU0949.The modeled gravity was interpolated from observed gravity values.
 BU0949
 BU0949;                    North         East    Units  Estimated Accuracy
 BU0949;SPC AL W     -   183,010.      644,180.      MT  (+/- 180 meters Scaled)
 BU0949
 BU0949                          SUPERSEDED SURVEY CONTROL
 BU0949
 BU0949  NGVD 29 (??/??/92)  148.998  (m)          488.84   (f) ADJ UNCH    2 0
 BU0949
 BU0949.Superseded values are not recommended for survey control.
 BU0949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0949.See file dsdata.txt to determine how the superseded data were derived.
 BU0949
 BU0949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA967016(NAD 83)
 BU0949_MARKER: DB = BENCH MARK DISK
 BU0949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0949_STAMPING: B 148 1943
 BU0949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0949+STABILITY: SURFACE MOTION
 BU0949
 BU0949  HISTORY     - Date     Condition        Report By
 BU0949  HISTORY     - 1943     MONUMENTED       CGS
 BU0949  HISTORY     - 1951     GOOD             NGS
 BU0949
 BU0949                          STATION DESCRIPTION
 BU0949
 BU0949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0949'5.25 MI S FROM MIDWAY.
 BU0949'ABOUT 5.25 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 BU0949'STATE HIGHWAY 47 AT MIDWAY, ABOUT 0.3 MILE SOUTH OF NEW HOPE CHURCH
 BU0949'AND SET AT A SMALL STORE AND SERVICE STATION, 42 FEET NORTHEAST OF THE
 BU0949'CENTER LINE OF THE HIGHWAY, 96 FEET SOUTHEAST OF THE SOUTH CORNER OF
 BU0949'STORE AND STATION, 87 FEET SOUTH OF THE SOUTH CORNER OF HOUSE THAT IS
 BU0949'ATTACHED TO THE BACK OF STORE AND STATION, 4 FEET NORTH OF A FENCE
 BU0949'CORNER, 2 FEET NORTHWEST OF A FENCE LINE, 1 FOOT NORTHWEST OF A WHITE
 BU0949'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 BU0949'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0745 ***********************************************************************
 CM0745  DESIGNATION -  B 149
 CM0745  PID         -  CM0745
 CM0745  STATE/COUNTY-  AL/RUSSELL
 CM0745  USGS QUAD   -  HATCHECHUBBEE (1985)
 CM0745
 CM0745                         *CURRENT SURVEY CONTROL
 CM0745  ___________________________________________________________________
 CM0745* NAD 83(1986)-  32 20 50.     (N)    085 21 54.     (W)     SCALED    
 CM0745* NAVD 88     -       150.985  (meters)     495.36   (feet)  ADJUSTED  
 CM0745  ___________________________________________________________________
 CM0745  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CM0745  DYNAMIC HT  -         150.809 (meters)     494.78  (feet)  COMP
 CM0745  MODELED GRAV-     979,471.5   (mgal)                       NAVD 88
 CM0745
 CM0745  VERT ORDER  -  SECOND    CLASS 0
 CM0745
 CM0745.The horizontal coordinates were scaled from a topographic map and have
 CM0745.an estimated accuracy of +/- 6 seconds.
 CM0745
 CM0745.The orthometric height was determined by differential leveling
 CM0745.and adjusted by the National Geodetic Survey in June 1991..
 CM0745
 CM0745.The geoid height was determined by GEOID03.
 CM0745
 CM0745.The dynamic height is computed by dividing the NAVD 88
 CM0745.geopotential number by the normal gravity value computed on the
 CM0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0745.degrees latitude (g = 980.6199 gals.).
 CM0745
 CM0745.The modeled gravity was interpolated from observed gravity values.
 CM0745
 CM0745;                    North         East    Units  Estimated Accuracy
 CM0745;SPC AL E     -   204,900.      244,090.      MT  (+/- 180 meters Scaled)
 CM0745
 CM0745                          SUPERSEDED SURVEY CONTROL
 CM0745
 CM0745  NGVD 29 (??/??/92)  150.98   (m)          495.3    (f) COMPUTED    2 0
 CM0745
 CM0745.Superseded values are not recommended for survey control.
 CM0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0745.See file dsdata.txt to determine how the superseded data were derived.
 CM0745
 CM0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA538800(NAD 83)
 CM0745_MARKER: DB = BENCH MARK DISK
 CM0745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0745_STAMPING: R 149 1943
 CM0745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0745+STABILITY: SURFACE MOTION
 CM0745
 CM0745  HISTORY     - Date     Condition        Report By
 CM0745  HISTORY     - UNK      MONUMENTED       CGS
 CM0745  HISTORY     - 1943     GOOD             NGS
 CM0745
 CM0745                          STATION DESCRIPTION
 CM0745
 CM0745'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CM0745'0.2 MI S FROM UCHEE.
 CM0745'ABOUT 0.25 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 CM0745'AT UCHEE, AT A POWER LINE CROSSING, ON THE OUTSIDE OF A CURVE WITH
 CM0745'TANGENTS EXTENDING SOUTH AND NORTHEAST, ON THE SOUTH SLOPE
 CM0745'OF A HILL, AT AN OLD ABANDONED HOUSE, 19 FEET WEST OF CENTER LINE
 CM0745'OF ROAD LEADING TO OLD HOUSE, 92 FEET WEST OF CENTER LINE OF ROAD,
 CM0745'57 FEET NORTHWEST OF NORTHWEST CORNER OF OLD HOUSE, 4 FEET
 CM0745'NORTHEAST OF FIRST POWER POLE WEST OF ROAD, ABOUT 10 FEET ABOVE
 CM0745'MAIN ROAD, ABOUT LEVEL WITH ROAD TO OLD HOUSE AND SET IN THE TOP OF
 CM0745'A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1195 ***********************************************************************
 CM1195  DESIGNATION -  B 149
 CM1195  PID         -  CM1195
 CM1195  STATE/COUNTY-  AL/MONTGOMERY
 CM1195  USGS QUAD   -  CHESSON (1981)
 CM1195
 CM1195                         *CURRENT SURVEY CONTROL
 CM1195  ___________________________________________________________________
 CM1195* NAD 83(1986)-  32 18 49.     (N)    085 59 43.     (W)     SCALED    
 CM1195* NAVD 88     -        66.722  (meters)     218.90   (feet)  ADJUSTED  
 CM1195  ___________________________________________________________________
 CM1195  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 CM1195  DYNAMIC HT  -          66.645 (meters)     218.65  (feet)  COMP
 CM1195  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CM1195
 CM1195  VERT ORDER  -  SECOND    CLASS 0
 CM1195
 CM1195.The horizontal coordinates were scaled from a topographic map and have
 CM1195.an estimated accuracy of +/- 6 seconds.
 CM1195
 CM1195.The orthometric height was determined by differential leveling
 CM1195.and adjusted by the National Geodetic Survey in June 1991..
 CM1195
 CM1195.The geoid height was determined by GEOID03.
 CM1195
 CM1195.The dynamic height is computed by dividing the NAVD 88
 CM1195.geopotential number by the normal gravity value computed on the
 CM1195.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1195.degrees latitude (g = 980.6199 gals.).
 CM1195
 CM1195.The modeled gravity was interpolated from observed gravity values.
 CM1195
 CM1195;                    North         East    Units  Estimated Accuracy
 CM1195;SPC AL E     -   201,090.      184,750.      MT  (+/- 180 meters Scaled)
 CM1195
 CM1195                          SUPERSEDED SURVEY CONTROL
 CM1195
 CM1195  NGVD 29 (??/??/92)   66.706  (m)          218.85   (f) ADJ UNCH    2 0
 CM1195
 CM1195.Superseded values are not recommended for survey control.
 CM1195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1195.See file dsdata.txt to determine how the superseded data were derived.
 CM1195
 CM1195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA945756(NAD 83)
 CM1195_MARKER: DB = BENCH MARK DISK
 CM1195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1195_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1195_STAMPING: B 149 1943
 CM1195_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1195+STABILITY: SURFACE MOTION
 CM1195
 CM1195  HISTORY     - Date     Condition        Report By
 CM1195  HISTORY     - 1943     MONUMENTED       CGS
 CM1195  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM1195
 CM1195                          STATION DESCRIPTION
 CM1195
 CM1195'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1195'1.1 MI N FROM CECIL.
 CM1195'1.1 MILES NORTH ALONG THE CECIL-WHITE CHURCH ROAD FROM THE POST OFFICE
 CM1195'AT CECIL, AT A CURVE IN THE ROAD, 11.9 FEET NORTHWEST OF THE BRICK
 CM1195'CHIMNEY OF A TENANT HOUSE, 36.0 FEET SOUTHEAST OF CENTER-LINE
 CM1195'OF THE ROAD, 15.7 FEET SOUTH-EAST OF A WIRE FENCE, 0.6 FOOT
 CM1195'SOUTHEAST OF REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST
 CM1195'PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 CM1195
 CM1195                          STATION RECOVERY (1971)
 CM1195
 CM1195'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM1195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0772 ***********************************************************************
 EF0772  DESIGNATION -  B 15 RESET
 EF0772  PID         -  EF0772
 EF0772  STATE/COUNTY-  AL/LAUDERDALE
 EF0772  USGS QUAD   -  WHEELER DAM (1988)
 EF0772
 EF0772                         *CURRENT SURVEY CONTROL
 EF0772  ___________________________________________________________________
 EF0772* NAD 83(1986)-  34 51 36.     (N)    087 26 06.     (W)     SCALED    
 EF0772* NAVD 88     -       203.24   (+/-2cm)     666.8    (feet)  VERTCON   
 EF0772  ___________________________________________________________________
 EF0772  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EF0772
 EF0772  VERT ORDER  -  THIRD (See Below)
 EF0772
 EF0772.The horizontal coordinates were scaled from a topographic map and have
 EF0772.an estimated accuracy of +/- 6 seconds.
 EF0772
 EF0772.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF0772.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF0772.The vertical order pertains to the NGVD 29 superseded value.
 EF0772
 EF0772.The geoid height was determined by GEOID03.
 EF0772
 EF0772;                    North         East    Units  Estimated Accuracy
 EF0772;SPC AL W     -   538,910.      605,940.      MT  (+/- 180 meters Scaled)
 EF0772
 EF0772                          SUPERSEDED SURVEY CONTROL
 EF0772
 EF0772  NGVD 29 (11/20/03)  203.19   (m)          666.6    (f) RESET       3  
 EF0772
 EF0772.Superseded values are not recommended for survey control.
 EF0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0772.See file dsdata.txt to determine how the superseded data were derived.
 EF0772
 EF0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD602576(NAD 83)
 EF0772_MARKER: DD = SURVEY DISK
 EF0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0772_STAMPING: B 15 1933 RESET 1938
 EF0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0772+STABILITY: SURFACE MOTION
 EF0772
 EF0772  HISTORY     - Date     Condition        Report By
 EF0772  HISTORY     - 1938     MONUMENTED       TVA
 EF0772  HISTORY     - 1938     GOOD             NGS
 EF0772
 EF0772                          STATION DESCRIPTION
 EF0772
 EF0772'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 EF0772'2.6 MI W FROM ELGIN.
 EF0772'ABOUT 2.6 MILES WEST ALONG U.S. HIGHWAY 72 FROM ELGIN, LAUDERDALE
 EF0772'COUNTY, ABOUT 1.2 MILES EAST OF CENTERSTAR, ABOUT 1.6 MILES NORTH OF
 EF0772'THE PLEASANT VALLEY SCHOOL, NEAR THE MIDDLE OF THE SOUTH HALF OF
 EF0772'SECTION 24, T. 2 S., R. 9 W., ON PROPERTY OF SAM K. TAYS, ABOUT 150
 EF0772'FEET WEST OF THE INTERSECTION OF HOUSTON TOWN ROAD SOUTH, ABOUT 50
 EF0772'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, AND 2 FEET NORTH OF A
 EF0772'FENCE LINE.  A STANDARD DISK, STAMPED B 15 1933 RESET 1938 AND SET IN
 EF0772'THE TOP OF A CONCRETE POST.  STEEL POST WITH CONTROL MARKER SIGN SET 1
 EF0772'FOOT SOUTH OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0584 ***********************************************************************
 CM0584  DESIGNATION -  B 150
 CM0584  PID         -  CM0584
 CM0584  STATE/COUNTY-  AL/LEE
 CM0584  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM0584
 CM0584                         *CURRENT SURVEY CONTROL
 CM0584  ___________________________________________________________________
 CM0584* NAD 83(1986)-  32 36 59.     (N)    085 22 17.     (W)     SCALED    
 CM0584* NAVD 88     -       223.536  (meters)     733.38   (feet)  ADJUSTED  
 CM0584  ___________________________________________________________________
 CM0584  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CM0584  DYNAMIC HT  -         223.271 (meters)     732.51  (feet)  COMP
 CM0584  MODELED GRAV-     979,447.8   (mgal)                       NAVD 88
 CM0584
 CM0584  VERT ORDER  -  SECOND    CLASS 0
 CM0584
 CM0584.The horizontal coordinates were scaled from a topographic map and have
 CM0584.an estimated accuracy of +/- 6 seconds.
 CM0584
 CM0584.The orthometric height was determined by differential leveling
 CM0584.and adjusted by the National Geodetic Survey in June 1991..
 CM0584
 CM0584.The geoid height was determined by GEOID03.
 CM0584
 CM0584.The dynamic height is computed by dividing the NAVD 88
 CM0584.geopotential number by the normal gravity value computed on the
 CM0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0584.degrees latitude (g = 980.6199 gals.).
 CM0584
 CM0584.The modeled gravity was interpolated from observed gravity values.
 CM0584
 CM0584;                    North         East    Units  Estimated Accuracy
 CM0584;SPC AL E     -   234,750.      243,360.      MT  (+/- 180 meters Scaled)
 CM0584
 CM0584                          SUPERSEDED SURVEY CONTROL
 CM0584
 CM0584  NGVD 29 (??/??/92)  223.499  (m)          733.26   (f) ADJ UNCH    2 0
 CM0584
 CM0584.Superseded values are not recommended for survey control.
 CM0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0584.See file dsdata.txt to determine how the superseded data were derived.
 CM0584
 CM0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB528099(NAD 83)
 CM0584_MARKER: DB = BENCH MARK DISK
 CM0584_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0584_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0584_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0584+STABILITY: SURFACE MOTION
 CM0584
 CM0584  HISTORY     - Date     Condition        Report By
 CM0584  HISTORY     - UNK      MONUMENTED       CGS
 CM0584  HISTORY     - 1952     GOOD             NGS
 CM0584
 CM0584                          STATION DESCRIPTION
 CM0584
 CM0584'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0584'2.1 MI S FROM OPELIKA.
 CM0584'2.1 MILES SOUTH ALONG STATE HIGHWAY NO. 37 FROM THE COUNTY COURT
 CM0584'HOUSE AT OPELIKA, 0.7 MILE SOUTH OF THE CENTRAL OF GEORGIA OVER
 CM0584'PASS, 173.0 FEET NORTH OF THE STONE HEADWALL OF TWO GALVANIZED
 CM0584'CULVERTS, 41.0 FEET EAST OF CENTER-LINE OF THE HIGHWAY, 1.0 FOOT
 CM0584'WEST OF RIGHT-OF-WAY FENCE, 2.6 FEET NORTH OF POWER LINE POLE
 CM0584'NO. 8, A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 CM0584'FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0458 ***********************************************************************
 DJ0458  DESIGNATION -  B 150
 DJ0458  PID         -  DJ0458
 DJ0458  STATE/COUNTY-  AL/PICKENS
 DJ0458  USGS QUAD   -  ALICEVILLE SOUTH (1986)
 DJ0458
 DJ0458                         *CURRENT SURVEY CONTROL
 DJ0458  ___________________________________________________________________
 DJ0458* NAD 83(1986)-  33 04 10.     (N)    088 08 08.     (W)     SCALED    
 DJ0458* NAVD 88     -        48.962  (meters)     160.64   (feet)  ADJUSTED  
 DJ0458  ___________________________________________________________________
 DJ0458  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DJ0458  DYNAMIC HT  -          48.908 (meters)     160.46  (feet)  COMP
 DJ0458  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 DJ0458
 DJ0458  VERT ORDER  -  SECOND    CLASS 0
 DJ0458
 DJ0458.The horizontal coordinates were scaled from a topographic map and have
 DJ0458.an estimated accuracy of +/- 6 seconds.
 DJ0458
 DJ0458.The orthometric height was determined by differential leveling
 DJ0458.and adjusted by the National Geodetic Survey in June 1991..
 DJ0458
 DJ0458.The geoid height was determined by GEOID03.
 DJ0458
 DJ0458.The dynamic height is computed by dividing the NAVD 88
 DJ0458.geopotential number by the normal gravity value computed on the
 DJ0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0458.degrees latitude (g = 980.6199 gals.).
 DJ0458
 DJ0458.The modeled gravity was interpolated from observed gravity values.
 DJ0458
 DJ0458;                    North         East    Units  Estimated Accuracy
 DJ0458;SPC AL W     -   340,490.      540,660.      MT  (+/- 180 meters Scaled)
 DJ0458
 DJ0458                          SUPERSEDED SURVEY CONTROL
 DJ0458
 DJ0458  NGVD 29 (??/??/92)   48.924  (m)          160.51   (f) ADJ UNCH    2 0
 DJ0458
 DJ0458.Superseded values are not recommended for survey control.
 DJ0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0458.See file dsdata.txt to determine how the superseded data were derived.
 DJ0458
 DJ0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB940595(NAD 83)
 DJ0458_MARKER: DD = SURVEY DISK
 DJ0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0458_STAMPING: B 150
 DJ0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0458+STABILITY: SURFACE MOTION
 DJ0458
 DJ0458  HISTORY     - Date     Condition        Report By
 DJ0458  HISTORY     - UNK      MONUMENTED       DOD
 DJ0458  HISTORY     - 1935     GOOD             NGS
 DJ0458
 DJ0458                          STATION DESCRIPTION
 DJ0458
 DJ0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DJ0458'4.4 MI S FROM ALICEVILLE.
 DJ0458'4.4 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ0458'ALABAMA, TENNESSEE AND NORTHERN RAILROAD STATION AT ALICEVILLE,
 DJ0458'PICKENS COUNTY, AT THE CROSSING OF A TRACK ROAD, 72 FEET NORTH OF THE
 DJ0458'CENTER LINE OF THE ROAD, AND 27 FEET EAST OF THE CENTER LINE OF THE
 DJ0458'TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED B 150
 DJ0458'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0074 ***********************************************************************
 BV0074  DESIGNATION -  B 151 RESET
 BV0074  PID         -  BV0074
 BV0074  STATE/COUNTY-  AL/CLARKE
 BV0074  USGS QUAD   -  COFFEEVILLE LOCK AND DAM (1981)
 BV0074
 BV0074                         *CURRENT SURVEY CONTROL
 BV0074  ___________________________________________________________________
 BV0074* NAD 83(1986)-  31 49 35.     (N)    088 07 57.     (W)     SCALED    
 BV0074* NAVD 88     -        39.28   (meters)     128.9    (feet)  RESET     
 BV0074  ___________________________________________________________________
 BV0074  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BV0074
 BV0074  VERT ORDER  -  THIRD
 BV0074
 BV0074.The horizontal coordinates were scaled from a topographic map and have
 BV0074.an estimated accuracy of +/- 6 seconds.
 BV0074
 BV0074.The orthometric height was computed from unverified reset data.
 BV0074
 BV0074.The geoid height was determined by GEOID03.
 BV0074
 BV0074;                    North         East    Units  Estimated Accuracy
 BV0074;SPC AL W     -   202,650.      540,120.      MT  (+/- 180 meters Scaled)
 BV0074
 BV0074                          SUPERSEDED SURVEY CONTROL
 BV0074
 BV0074  NGVD 29 (??/??/??)   39.38   (m)          129.2    (f) RESET       3  
 BV0074
 BV0074.Superseded values are not recommended for survey control.
 BV0074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0074.See file dsdata.txt to determine how the superseded data were derived.
 BV0074
 BV0074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA928217(NAD 83)
 BV0074_MARKER: DB = BENCH MARK DISK
 BV0074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0074_STAMPING: B 151 RESET 1953
 BV0074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0074+STABILITY: SURFACE MOTION
 BV0074
 BV0074  HISTORY     - Date     Condition        Report By
 BV0074  HISTORY     - 1953     MONUMENTED       LOCENG
 BV0074  HISTORY     - 1954     GOOD             NGS
 BV0074
 BV0074                          STATION DESCRIPTION
 BV0074
 BV0074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BV0074'5.6 MI NW FROM COFFEEVILLE.
 BV0074'5.6 MILES NORTHWEST ALONG A BITUMINOUS-SURFACED COUNTY ROAD FROM THE
 BV0074'POST OFFICE AT COFFEEVILLE, CLARKE COUNTY, 137 FEET SOUTHWEST OF THE
 BV0074'SOUTHWEST CORNER OF A FRAME HOUSE, 92 FEET NORTHWEST OF THE NORTHWEST
 BV0074'CORNER OF A STORE BUILDING, AND 39 FEET EAST OF THE CENTERLINE OF THE
 BV0074'ROAD AT SURVEY STATION 277+37.  A STANDARD DISK, STAMPED B 151 RESET
 BV0074'1953 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0151 ***********************************************************************
 BU0151  DESIGNATION -  B 153
 BU0151  PID         -  BU0151
 BU0151  STATE/COUNTY-  AL/CRENSHAW
 BU0151  USGS QUAD   -  LUVERNE (1971)
 BU0151
 BU0151                         *CURRENT SURVEY CONTROL
 BU0151  ___________________________________________________________________
 BU0151* NAD 83(1986)-  31 43 58.     (N)    086 21 21.     (W)     SCALED    
 BU0151* NAVD 88     -       125.838  (meters)     412.85   (feet)  ADJUSTED  
 BU0151  ___________________________________________________________________
 BU0151  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BU0151  DYNAMIC HT  -         125.689 (meters)     412.36  (feet)  COMP
 BU0151  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 BU0151
 BU0151  VERT ORDER  -  SECOND    CLASS 0
 BU0151
 BU0151.The horizontal coordinates were scaled from a topographic map and have
 BU0151.an estimated accuracy of +/- 6 seconds.
 BU0151
 BU0151.The orthometric height was determined by differential leveling
 BU0151.and adjusted by the National Geodetic Survey in June 1991..
 BU0151
 BU0151.The geoid height was determined by GEOID03.
 BU0151
 BU0151.The dynamic height is computed by dividing the NAVD 88
 BU0151.geopotential number by the normal gravity value computed on the
 BU0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0151.degrees latitude (g = 980.6199 gals.).
 BU0151
 BU0151.The modeled gravity was interpolated from observed gravity values.
 BU0151
 BU0151;                    North         East    Units  Estimated Accuracy
 BU0151;SPC AL E     -   136,790.      150,490.      MT  (+/- 180 meters Scaled)
 BU0151
 BU0151                          SUPERSEDED SURVEY CONTROL
 BU0151
 BU0151  NGVD 29 (??/??/92)  125.829  (m)          412.82   (f) ADJ UNCH    2 0
 BU0151
 BU0151.Superseded values are not recommended for survey control.
 BU0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0151.See file dsdata.txt to determine how the superseded data were derived.
 BU0151
 BU0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA610109(NAD 83)
 BU0151_MARKER: DB = BENCH MARK DISK
 BU0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0151_STAMPING: B 153 1943
 BU0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0151+STABILITY: SURFACE MOTION
 BU0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0151+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU0151
 BU0151  HISTORY     - Date     Condition        Report By
 BU0151  HISTORY     - 1943     MONUMENTED       CGS
 BU0151  HISTORY     - 20040412 GOOD             ALHD
 BU0151
 BU0151                          STATION DESCRIPTION
 BU0151
 BU0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0151'6.0 MI W FROM LUVERNE.
 BU0151'6.0 MILES WEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT LUVERNE,
 BU0151'CRENSHAW COUNTY, AT THE NORTHEAST CORNER OF A FARMYARD, AT THE
 BU0151'JUNCTION OF A PRIVATE ROAD, 39 FEET SOUTH OF THE CENTER LINE OF THE
 BU0151'HIGHWAY, 32 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 47 FEET
 BU0151'NORTHEAST OF POLE 3-8-19, 9.8 FEET EAST OF THE FENCE CORNER, 2.6 FEET
 BU0151'NORTH OF THE FENCE, AND 1.4 FEET WEST OF A WHITE WOODEN WITNESS POST.
 BU0151'A STANDARD DISK, STAMPED B 153 1943 AND SET IN THE TOP OF A CONCRETE
 BU0151'POST PROJECTING 0.3 FOOT ABOVE GROUND.
 BU0151
 BU0151                          STATION RECOVERY (2004)
 BU0151
 BU0151'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0824 ***********************************************************************
 CM0824  DESIGNATION -  B 154
 CM0824  PID         -  CM0824
 CM0824  STATE/COUNTY-  AL/RUSSELL
 CM0824  USGS QUAD   -  OMAHA (1984)
 CM0824
 CM0824                         *CURRENT SURVEY CONTROL
 CM0824  ___________________________________________________________________
 CM0824* NAD 83(1986)-  32 11 47.     (N)    085 02 14.     (W)     SCALED    
 CM0824* NAVD 88     -        97.318  (meters)     319.28   (feet)  ADJUSTED  
 CM0824  ___________________________________________________________________
 CM0824  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CM0824  DYNAMIC HT  -          97.208 (meters)     318.92  (feet)  COMP
 CM0824  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 CM0824
 CM0824  VERT ORDER  -  SECOND    CLASS 0
 CM0824
 CM0824.The horizontal coordinates were scaled from a topographic map and have
 CM0824.an estimated accuracy of +/- 6 seconds.
 CM0824
 CM0824.The orthometric height was determined by differential leveling
 CM0824.and adjusted by the National Geodetic Survey in June 1991..
 CM0824
 CM0824.The geoid height was determined by GEOID03.
 CM0824
 CM0824.The dynamic height is computed by dividing the NAVD 88
 CM0824.geopotential number by the normal gravity value computed on the
 CM0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0824.degrees latitude (g = 980.6199 gals.).
 CM0824
 CM0824.The modeled gravity was interpolated from observed gravity values.
 CM0824
 CM0824;                    North         East    Units  Estimated Accuracy
 CM0824;SPC AL E     -   188,360.      275,060.      MT  (+/- 180 meters Scaled)
 CM0824
 CM0824                          SUPERSEDED SURVEY CONTROL
 CM0824
 CM0824  NGVD 29 (??/??/92)   97.347  (m)          319.38   (f) ADJ UNCH    2 0
 CM0824
 CM0824.Superseded values are not recommended for survey control.
 CM0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0824.See file dsdata.txt to determine how the superseded data were derived.
 CM0824
 CM0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA850638(NAD 83)
 CM0824_MARKER: DB = BENCH MARK DISK
 CM0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0824+STABILITY: SURFACE MOTION
 CM0824
 CM0824  HISTORY     - Date     Condition        Report By
 CM0824  HISTORY     - UNK      MONUMENTED       CGS
 CM0824
 CM0824                          STATION DESCRIPTION
 CM0824
 CM0824'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0824'4.3 MI N FROM COTTONTON.
 CM0824'4.3 MILES NORTH OF THE POST OFFICE AT COTTONTON, ALONG THE OLD
 CM0824'RIVER ROAD, 34 FEET EAST OF THE CENTER-LINE OF THE OLD RIVER ROAD,
 CM0824'15 FEET EAST OF A CORNER FENCE POST, 2 FEET NORTH OF A WIRE FENCE,
 CM0824'1 FOOT WEST OF REFERENCE POST, BENCH MARK DISK SET IN TOP OF
 CM0824'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0461 ***********************************************************************
 DJ0461  DESIGNATION -  B 155
 DJ0461  PID         -  DJ0461
 DJ0461  STATE/COUNTY-  AL/PICKENS
 DJ0461  USGS QUAD   -  ALICEVILLE SOUTH (1986)
 DJ0461
 DJ0461                         *CURRENT SURVEY CONTROL
 DJ0461  ___________________________________________________________________
 DJ0461* NAD 83(1986)-  33 02 46.     (N)    088 08 07.     (W)     SCALED    
 DJ0461* NAVD 88     -        42.037  (meters)     137.92   (feet)  ADJUSTED  
 DJ0461  ___________________________________________________________________
 DJ0461  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DJ0461  DYNAMIC HT  -          41.990 (meters)     137.76  (feet)  COMP
 DJ0461  MODELED GRAV-     979,527.6   (mgal)                       NAVD 88
 DJ0461
 DJ0461  VERT ORDER  -  SECOND    CLASS 0
 DJ0461
 DJ0461.The horizontal coordinates were scaled from a topographic map and have
 DJ0461.an estimated accuracy of +/- 6 seconds.
 DJ0461
 DJ0461.The orthometric height was determined by differential leveling
 DJ0461.and adjusted by the National Geodetic Survey in June 1991..
 DJ0461
 DJ0461.The geoid height was determined by GEOID03.
 DJ0461
 DJ0461.The dynamic height is computed by dividing the NAVD 88
 DJ0461.geopotential number by the normal gravity value computed on the
 DJ0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0461.degrees latitude (g = 980.6199 gals.).
 DJ0461
 DJ0461.The modeled gravity was interpolated from observed gravity values.
 DJ0461
 DJ0461;                    North         East    Units  Estimated Accuracy
 DJ0461;SPC AL W     -   337,910.      540,670.      MT  (+/- 180 meters Scaled)
 DJ0461
 DJ0461                          SUPERSEDED SURVEY CONTROL
 DJ0461
 DJ0461  NGVD 29 (??/??/92)   42.000  (m)          137.79   (f) ADJ UNCH    2 0
 DJ0461
 DJ0461.Superseded values are not recommended for survey control.
 DJ0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0461.See file dsdata.txt to determine how the superseded data were derived.
 DJ0461
 DJ0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB939569(NAD 83)
 DJ0461_MARKER: DD = SURVEY DISK
 DJ0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0461_STAMPING: TRA STA B 155
 DJ0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0461+STABILITY: SURFACE MOTION
 DJ0461
 DJ0461  HISTORY     - Date     Condition        Report By
 DJ0461  HISTORY     - UNK      MONUMENTED       DOD
 DJ0461  HISTORY     - 1935     GOOD             NGS
 DJ0461
 DJ0461                          STATION DESCRIPTION
 DJ0461
 DJ0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DJ0461'2.7 MI N FROM RIDGE.
 DJ0461'IN PICKENS COUNTY, 2.7 MILES NORTH ALONG ST. LOUIS-SAN FRANCISCO
 DJ0461'RAILWAY FROM THE WATER STANDPIPE NEAR THE STATION AT RIDGE, GREENE
 DJ0461'COUNTY, 1-1/2 POLES NORTH OF MILEPOST 686, AT A ROAD CROSSING, 40 FEET
 DJ0461'EAST OF THE CENTER LINE OF THE TRACK, 25 FEET NORTH OF THE CENTER LINE
 DJ0461'OF THE ROAD, AND 2 FEET LOWER THAN THE TRACK.  A CORPS OF ENGINEERS,
 DJ0461'U.S. ARMY, STANDARD DISK, STAMPED TRA STA B 155 AND SET IN THE TOP OF
 DJ0461'A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0829 ***********************************************************************
 CM0829  DESIGNATION -  B 156
 CM0829  PID         -  CM0829
 CM0829  STATE/COUNTY-  AL/RUSSELL
 CM0829  USGS QUAD   -  TWIN SPRINGS (1985)
 CM0829
 CM0829                         *CURRENT SURVEY CONTROL
 CM0829  ___________________________________________________________________
 CM0829* NAD 83(1986)-  32 07 17.     (N)    085 04 32.     (W)     SCALED    
 CM0829* NAVD 88     -        92.635  (meters)     303.92   (feet)  ADJUSTED  
 CM0829  ___________________________________________________________________
 CM0829  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CM0829  DYNAMIC HT  -          92.529 (meters)     303.57  (feet)  COMP
 CM0829  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 CM0829
 CM0829  VERT ORDER  -  SECOND    CLASS 0
 CM0829
 CM0829.The horizontal coordinates were scaled from a topographic map and have
 CM0829.an estimated accuracy of +/- 6 seconds.
 CM0829
 CM0829.The orthometric height was determined by differential leveling
 CM0829.and adjusted by the National Geodetic Survey in June 1991..
 CM0829
 CM0829.The geoid height was determined by GEOID03.
 CM0829
 CM0829.The dynamic height is computed by dividing the NAVD 88
 CM0829.geopotential number by the normal gravity value computed on the
 CM0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0829.degrees latitude (g = 980.6199 gals.).
 CM0829
 CM0829.The modeled gravity was interpolated from observed gravity values.
 CM0829
 CM0829;                    North         East    Units  Estimated Accuracy
 CM0829;SPC AL E     -   180,020.      271,510.      MT  (+/- 180 meters Scaled)
 CM0829
 CM0829                          SUPERSEDED SURVEY CONTROL
 CM0829
 CM0829  NGVD 29 (??/??/92)   92.670  (m)          304.03   (f) ADJ UNCH    2 0
 CM0829
 CM0829.Superseded values are not recommended for survey control.
 CM0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0829.See file dsdata.txt to determine how the superseded data were derived.
 CM0829
 CM0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA815555(NAD 83)
 CM0829_MARKER: DB = BENCH MARK DISK
 CM0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0829+STABILITY: SURFACE MOTION
 CM0829
 CM0829  HISTORY     - Date     Condition        Report By
 CM0829  HISTORY     - UNK      MONUMENTED       CGS
 CM0829
 CM0829                          STATION DESCRIPTION
 CM0829
 CM0829'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0829'1.7 MI S FROM COTTONTON.
 CM0829'1.7 MILES SOUTH ALONG THE OLD RIVER ROAD FROM THE POST OFFICE AT
 CM0829'COTTONTON, SET IN THE NORTHEAST CORNER OF THE JERNIGAN METHODIST
 CM0829'CHURCH YARD, 151.0 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CM0829'CHURCH BUILDING, 59.0 FEET WEST OF CENTER-LINE OF THE ROAD, 1.0
 CM0829'FOOT SOUTH OF A WIRE FENCE, 1.7 FEET WEST OF REFERENCE POST, A
 CM0829'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 CM0829'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0591 ***********************************************************************
 BT0591  DESIGNATION -  B 157
 BT0591  PID         -  BT0591
 BT0591  STATE/COUNTY-  AL/HENRY
 BT0591  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT0591
 BT0591                         *CURRENT SURVEY CONTROL
 BT0591  ___________________________________________________________________
 BT0591* NAD 83(1986)-  31 37 59.     (N)    085 16 47.     (W)     SCALED    
 BT0591* NAVD 88     -       151.061  (meters)     495.61   (feet)  ADJUSTED  
 BT0591  ___________________________________________________________________
 BT0591  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BT0591  DYNAMIC HT  -         150.881 (meters)     495.02  (feet)  COMP
 BT0591  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BT0591
 BT0591  VERT ORDER  -  SECOND    CLASS 0
 BT0591
 BT0591.The horizontal coordinates were scaled from a topographic map and have
 BT0591.an estimated accuracy of +/- 6 seconds.
 BT0591
 BT0591.The orthometric height was determined by differential leveling
 BT0591.and adjusted by the National Geodetic Survey in June 1991..
 BT0591
 BT0591.The geoid height was determined by GEOID03.
 BT0591
 BT0591.The dynamic height is computed by dividing the NAVD 88
 BT0591.geopotential number by the normal gravity value computed on the
 BT0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0591.degrees latitude (g = 980.6199 gals.).
 BT0591
 BT0591.The modeled gravity was interpolated from observed gravity values.
 BT0591
 BT0591;                    North         East    Units  Estimated Accuracy
 BT0591;SPC AL E     -   125,750.      252,520.      MT  (+/- 180 meters Scaled)
 BT0591
 BT0591                          SUPERSEDED SURVEY CONTROL
 BT0591
 BT0591  NGVD 29 (??/??/92)  151.119  (m)          495.80   (f) ADJ UNCH    2 0
 BT0591
 BT0591.Superseded values are not recommended for survey control.
 BT0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0591.See file dsdata.txt to determine how the superseded data were derived.
 BT0591
 BT0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA631010(NAD 83)
 BT0591_MARKER: DB = BENCH MARK DISK
 BT0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0591_STAMPING: B 157 1943
 BT0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0591+STABILITY: SURFACE MOTION
 BT0591
 BT0591  HISTORY     - Date     Condition        Report By
 BT0591  HISTORY     - 1943     MONUMENTED       CGS
 BT0591
 BT0591                          STATION DESCRIPTION
 BT0591
 BT0591'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT0591'5.2 MI N FROM ABBEVILLE.
 BT0591'5.2 MILES NORTH OF THE COUNTY COURTHOUSE AT ABBEVILLE, ALONG U.S.
 BT0591'HIGHWAY NO. 241, SET AT A ROAD LEADING IN A FIELD, 48 FEET WEST
 BT0591'OF THE CENTER-LINE OF THE U.S. HIGHWAY, 36 FEET WEST OF A PIPE
 BT0591'CULVERT, 12 FEET NORTH OF THE CENTER-LINE OF THE ROAD LEADING IN
 BT0591'FIELD, 2 FEET EAST OF THE REFERENCE POST, BENCH MARK DISK SET IN TOP
 BT0591'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0030 ***********************************************************************
 CO0030  DESIGNATION -  B 160
 CO0030  PID         -  CO0030
 CO0030  STATE/COUNTY-  AL/GREENE
 CO0030  USGS QUAD   -  BOLIGEE (1987)
 CO0030
 CO0030                         *CURRENT SURVEY CONTROL
 CO0030  ___________________________________________________________________
 CO0030* NAD 83(1986)-  32 45 02.     (N)    088 02 18.     (W)     SCALED    
 CO0030* NAVD 88     -        37.636  (meters)     123.48   (feet)  ADJUSTED  
 CO0030  ___________________________________________________________________
 CO0030  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CO0030  DYNAMIC HT  -          37.593 (meters)     123.34  (feet)  COMP
 CO0030  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 CO0030
 CO0030  VERT ORDER  -  FIRST     CLASS II
 CO0030
 CO0030.The horizontal coordinates were scaled from a topographic map and have
 CO0030.an estimated accuracy of +/- 6 seconds.
 CO0030
 CO0030.The orthometric height was determined by differential leveling
 CO0030.and adjusted by the National Geodetic Survey in June 1991..
 CO0030
 CO0030.The geoid height was determined by GEOID03.
 CO0030
 CO0030.The dynamic height is computed by dividing the NAVD 88
 CO0030.geopotential number by the normal gravity value computed on the
 CO0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0030.degrees latitude (g = 980.6199 gals.).
 CO0030
 CO0030.The modeled gravity was interpolated from observed gravity values.
 CO0030
 CO0030;                    North         East    Units  Estimated Accuracy
 CO0030;SPC AL W     -   305,080.      549,550.      MT  (+/- 180 meters Scaled)
 CO0030
 CO0030                          SUPERSEDED SURVEY CONTROL
 CO0030
 CO0030  NGVD 29 (??/??/92)   37.608  (m)          123.39   (f) ADJ UNCH    1 2
 CO0030
 CO0030.Superseded values are not recommended for survey control.
 CO0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0030.See file dsdata.txt to determine how the superseded data were derived.
 CO0030
 CO0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB027241(NAD 83)
 CO0030_MARKER: DB = BENCH MARK DISK
 CO0030_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0030_SP_SET: CULVERT
 CO0030_STAMPING: B 160 1944
 CO0030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0030
 CO0030  HISTORY     - Date     Condition        Report By
 CO0030  HISTORY     - 1944     MONUMENTED       CGS
 CO0030
 CO0030                          STATION DESCRIPTION
 CO0030
 CO0030'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CO0030'0.8 MI SW FROM BOLIGEE.
 CO0030'0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CO0030'BOLIGEE, GREENE COUNTY, 75 FEET SOUTHEAST OF THE CENTERLINE OF THE
 CO0030'SOUTHEAST TRACK, AT A CONCRETE CULVERT UNDER U. S. HIGHWAY 11, IN THE
 CO0030'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEADWALL, 19 FEET NORTHWEST
 CO0030'OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2553 ***********************************************************************
 CN2553  DESIGNATION -  B 161
 CN2553  PID         -  CN2553
 CN2553  STATE/COUNTY-  AL/HALE
 CN2553  USGS QUAD   -  MOUNDVILLE WEST (1980)
 CN2553
 CN2553                         *CURRENT SURVEY CONTROL
 CN2553  ___________________________________________________________________
 CN2553* NAD 83(1986)-  32 58 49.     (N)    087 38 48.     (W)     SCALED    
 CN2553* NAVD 88     -        44.822  (meters)     147.05   (feet)  ADJUSTED  
 CN2553  ___________________________________________________________________
 CN2553  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 CN2553  DYNAMIC HT  -          44.772 (meters)     146.89  (feet)  COMP
 CN2553  MODELED GRAV-     979,521.2   (mgal)                       NAVD 88
 CN2553
 CN2553  VERT ORDER  -  FIRST     CLASS II
 CN2553
 CN2553.The horizontal coordinates were scaled from a topographic map and have
 CN2553.an estimated accuracy of +/- 6 seconds.
 CN2553
 CN2553.The orthometric height was determined by differential leveling
 CN2553.and adjusted by the National Geodetic Survey in June 1991..
 CN2553
 CN2553.The geoid height was determined by GEOID03.
 CN2553
 CN2553.The dynamic height is computed by dividing the NAVD 88
 CN2553.geopotential number by the normal gravity value computed on the
 CN2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2553.degrees latitude (g = 980.6199 gals.).
 CN2553
 CN2553.The modeled gravity was interpolated from observed gravity values.
 CN2553
 CN2553;                    North         East    Units  Estimated Accuracy
 CN2553;SPC AL W     -   330,440.      586,290.      MT  (+/- 180 meters Scaled)
 CN2553
 CN2553                          SUPERSEDED SURVEY CONTROL
 CN2553
 CN2553  NGVD 29 (??/??/92)   44.791  (m)          146.95   (f) ADJ UNCH    1 2
 CN2553
 CN2553.Superseded values are not recommended for survey control.
 CN2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2553.See file dsdata.txt to determine how the superseded data were derived.
 CN2553
 CN2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB395492(NAD 83)
 CN2553_MARKER: DB = BENCH MARK DISK
 CN2553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2553_STAMPING: B 161 1944
 CN2553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2553+STABILITY: SURFACE MOTION
 CN2553
 CN2553  HISTORY     - Date     Condition        Report By
 CN2553  HISTORY     - 1944     MONUMENTED       CGS
 CN2553
 CN2553                          STATION DESCRIPTION
 CN2553
 CN2553'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CN2553'1.1 MI NE FROM POWERS.
 CN2553'1.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN2553'POWERS, HALE COUNTY, AT A DIRT-ROAD CORSSING, 23.7 FEET SOUTHEAST OF
 CN2553'THE CENTERLINE OF THE TRACK, 12 FEET NORTHEAST OF THE CENTERLINE OF
 CN2553'THE ROAD, 1.5 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 CN2553'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND 3 FEET LOWER THAN THE
 CN2553'TRACK.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING
 CN2553'0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1012 ***********************************************************************
 DH1012  DESIGNATION -  B 162
 DH1012  PID         -  DH1012
 DH1012  STATE/COUNTY-  AL/JEFFERSON
 DH1012  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1012
 DH1012                         *CURRENT SURVEY CONTROL
 DH1012  ___________________________________________________________________
 DH1012* NAD 83(1986)-  33 33 00.     (N)    086 48 42.     (W)     SCALED    
 DH1012* NAVD 88     -       172.631  (meters)     566.37   (feet)  ADJUSTED  
 DH1012  ___________________________________________________________________
 DH1012  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH1012  DYNAMIC HT  -         172.440 (meters)     565.75  (feet)  COMP
 DH1012  MODELED GRAV-     979,529.7   (mgal)                       NAVD 88
 DH1012
 DH1012  VERT ORDER  -  FIRST     CLASS II
 DH1012
 DH1012.The horizontal coordinates were scaled from a topographic map and have
 DH1012.an estimated accuracy of +/- 6 seconds.
 DH1012
 DH1012.The orthometric height was determined by differential leveling
 DH1012.and adjusted by the National Geodetic Survey in June 1991..
 DH1012
 DH1012.The geoid height was determined by GEOID03.
 DH1012
 DH1012.The dynamic height is computed by dividing the NAVD 88
 DH1012.geopotential number by the normal gravity value computed on the
 DH1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1012.degrees latitude (g = 980.6199 gals.).
 DH1012
 DH1012.The modeled gravity was interpolated from observed gravity values.
 DH1012
 DH1012;                    North         East    Units  Estimated Accuracy
 DH1012;SPC AL W     -   393,820.      663,920.      MT  (+/- 180 meters Scaled)
 DH1012
 DH1012                          SUPERSEDED SURVEY CONTROL
 DH1012
 DH1012  NGVD 29 (??/??/92)  172.587  (m)          566.23   (f) ADJ UNCH    1 2
 DH1012
 DH1012.Superseded values are not recommended for survey control.
 DH1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1012.See file dsdata.txt to determine how the superseded data were derived.
 DH1012
 DH1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC174122(NAD 83)
 DH1012_MARKER: DB = BENCH MARK DISK
 DH1012_SETTING: 66 = SET IN ROCK OUTCROP
 DH1012_SP_SET: ROCK OUTCROP
 DH1012_STAMPING: B 162 1943
 DH1012_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1012+STABILITY: POSITION/ELEVATION WELL
 DH1012
 DH1012  HISTORY     - Date     Condition        Report By
 DH1012  HISTORY     - 1943     MONUMENTED       CGS
 DH1012  HISTORY     - 1959     GOOD             NGS
 DH1012  HISTORY     - 1980     MARK NOT FOUND   NGS
 DH1012
 DH1012                          STATION DESCRIPTION
 DH1012
 DH1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DH1012'2.0 MI N FROM BIRMINGHAM.
 DH1012'2.0 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM TERMINAL STATION AT
 DH1012'BIRMINGHAM, JEFFERSON COUNTY, 0.2 MILE SOUTH OF THE SOUTHERN RAILWAY
 DH1012'STATION AT NORTH BIRMINGHAM, 67 YARDS SOUTH OF MILEPOST 801, 113 FEET
 DH1012'NORTHEAST OF THE CROSSING OF THE MAIN TRACK OF THE EAST-AND-WEST
 DH1012'BRANCH AND THE EAST TRACK OF THE NORTH-AND-SOUTH BRANCH, 46 FEET EAST
 DH1012'OF THE CENTER LINE OF THE EAST TRACK, 11.4 FEET EAST OF A POLE, IN THE
 DH1012'TOP OF A 10- BY 6-FOOT ROCK OUTCROP, AND LEVEL WITH THE EAST TRACK. A
 DH1012'STANDARD DISK, STAMPED B 162 1943.
 DH1012
 DH1012                          STATION RECOVERY (1959)
 DH1012
 DH1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DH1012'RECOVERED IN GOOD CONDITION.
 DH1012
 DH1012                          STATION RECOVERY (1980)
 DH1012
 DH1012'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH1012'SEARCHED FOR AND NOT RECOVERED, A GRAVEL ROAD HAS BEEN CONSTRUCTED
 DH1012'JUST NORTHWEST OF THE LOCATION OF THE MARK, LOCATION OF THE MARK IS
 DH1012'NOW COVERED WITH ROCK FILL AND RAILROAD TIES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0462 ***********************************************************************
 DJ0462  DESIGNATION -  B 163
 DJ0462  PID         -  DJ0462
 DJ0462  STATE/COUNTY-  AL/GREENE
 DJ0462  USGS QUAD   -  ALICEVILLE SOUTH (1986)
 DJ0462
 DJ0462                         *CURRENT SURVEY CONTROL
 DJ0462  ___________________________________________________________________
 DJ0462* NAD 83(1986)-  33 01 20.     (N)    088 08 30.     (W)     SCALED    
 DJ0462* NAVD 88     -        39.134  (meters)     128.39   (feet)  ADJUSTED  
 DJ0462  ___________________________________________________________________
 DJ0462  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DJ0462  DYNAMIC HT  -          39.090 (meters)     128.25  (feet)  COMP
 DJ0462  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 DJ0462
 DJ0462  VERT ORDER  -  SECOND    CLASS 0
 DJ0462
 DJ0462.The horizontal coordinates were scaled from a topographic map and have
 DJ0462.an estimated accuracy of +/- 6 seconds.
 DJ0462
 DJ0462.The orthometric height was determined by differential leveling
 DJ0462.and adjusted by the National Geodetic Survey in June 1991..
 DJ0462
 DJ0462.The geoid height was determined by GEOID03.
 DJ0462
 DJ0462.The dynamic height is computed by dividing the NAVD 88
 DJ0462.geopotential number by the normal gravity value computed on the
 DJ0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0462.degrees latitude (g = 980.6199 gals.).
 DJ0462
 DJ0462.The modeled gravity was interpolated from observed gravity values.
 DJ0462
 DJ0462;                    North         East    Units  Estimated Accuracy
 DJ0462;SPC AL W     -   335,260.      540,050.      MT  (+/- 180 meters Scaled)
 DJ0462
 DJ0462                          SUPERSEDED SURVEY CONTROL
 DJ0462
 DJ0462  NGVD 29 (??/??/92)   39.099  (m)          128.28   (f) ADJ UNCH    2 0
 DJ0462
 DJ0462.Superseded values are not recommended for survey control.
 DJ0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0462.See file dsdata.txt to determine how the superseded data were derived.
 DJ0462
 DJ0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB933543(NAD 83)
 DJ0462_MARKER: DD = SURVEY DISK
 DJ0462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0462_STAMPING: B 163
 DJ0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0462+STABILITY: SURFACE MOTION
 DJ0462
 DJ0462  HISTORY     - Date     Condition        Report By
 DJ0462  HISTORY     - UNK      MONUMENTED       DOD
 DJ0462  HISTORY     - 1935     GOOD             NGS
 DJ0462
 DJ0462                          STATION DESCRIPTION
 DJ0462
 DJ0462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DJ0462'1.1 MI N FROM RIDGE.
 DJ0462'1.1 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ0462'WATER STANDPIPE NEAR THE STATION AT RIDGE, GREENE COUNTY, 33 FEET
 DJ0462'SOUTHWEST OF A POLE, 20 FEET EAST OF THE EAST RAIL, AND 25 FEET WEST
 DJ0462'OF A NORTH-AND-SOUTH FENCE LINE.  A CORPS OF ENGINEERS, U.S. ARMY,
 DJ0462'STANDARD DISK, STAMPED B 163 AND SET IN THE TOP OF A CONCRETE POST
 DJ0462'PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0692 ***********************************************************************
 DH0692  DESIGNATION -  B 163
 DH0692  PID         -  DH0692
 DH0692  STATE/COUNTY-  AL/JEFFERSON
 DH0692  USGS QUAD   -  GREENWOOD (1978)
 DH0692
 DH0692                         *CURRENT SURVEY CONTROL
 DH0692  ___________________________________________________________________
 DH0692* NAD 83(1986)-  33 19 29.     (N)    086 54 20.     (W)     SCALED    
 DH0692* NAVD 88     -       172.926  (meters)     567.34   (feet)  ADJUSTED  
 DH0692  ___________________________________________________________________
 DH0692  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0692  DYNAMIC HT  -         172.735 (meters)     566.71  (feet)  COMP
 DH0692  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 DH0692
 DH0692  VERT ORDER  -  FIRST     CLASS II
 DH0692
 DH0692.The horizontal coordinates were scaled from a topographic map and have
 DH0692.an estimated accuracy of +/- 6 seconds.
 DH0692
 DH0692.The orthometric height was determined by differential leveling
 DH0692.and adjusted by the National Geodetic Survey in June 1991..
 DH0692
 DH0692.The geoid height was determined by GEOID03.
 DH0692
 DH0692.The dynamic height is computed by dividing the NAVD 88
 DH0692.geopotential number by the normal gravity value computed on the
 DH0692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0692.degrees latitude (g = 980.6199 gals.).
 DH0692
 DH0692.The modeled gravity was interpolated from observed gravity values.
 DH0692
 DH0692;                    North         East    Units  Estimated Accuracy
 DH0692;SPC AL W     -   368,780.      655,350.      MT  (+/- 180 meters Scaled)
 DH0692
 DH0692                          SUPERSEDED SURVEY CONTROL
 DH0692
 DH0692.No superseded survey control is available for this station.
 DH0692
 DH0692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB087872(NAD 83)
 DH0692_MARKER: DB = BENCH MARK DISK
 DH0692_SETTING: 66 = SET IN ROCK OUTCROP
 DH0692_SP_SET: ROCK LEDGE
 DH0692_STAMPING: B 163 1943
 DH0692_MARK LOGO: CGS   
 DH0692_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0692+STABILITY: POSITION/ELEVATION WELL
 DH0692
 DH0692  HISTORY     - Date     Condition        Report By
 DH0692  HISTORY     - 1943     MONUMENTED       CGS
 DH0692  HISTORY     - 1980     GOOD             NGS
 DH0692
 DH0692                          STATION DESCRIPTION
 DH0692
 DH0692'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DH0692'7.5 MI S FROM BURSTALL.
 DH0692'7.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE INTERLOCKING TOWER
 DH0692'AT BURSTALL, JEFFERSON COUNTY, 1.0 MILE NORTH OF THE STATION SIGN AT
 DH0692'GENERY, 12 RAILS NORTHWEST OF A ROAD CROSSING, AT THE SOUTHEAST END OF
 DH0692'A LONG CUT, 7.4 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE TOP OF A
 DH0692'ROCK LEDGE, AND 3.5 FEET ABOVE THE TRACK.  A STANDARD DISK, STAMPED B
 DH0692'163 1943.
 DH0692
 DH0692                          STATION RECOVERY (1980)
 DH0692
 DH0692'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH0692'OMIT-12 RAILS NORTHWEST OF A ROAD CROSSING.
 DH0692'ADD-131.92 METERS (400 FEET) NORTHWEST OF THE CENTER OF THE RAILROAD
 DH0692'CROSSING AVATION ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0937 ***********************************************************************
 DH0937  DESIGNATION -  B 164
 DH0937  PID         -  DH0937
 DH0937  STATE/COUNTY-  AL/JEFFERSON
 DH0937  USGS QUAD   -  GREENWOOD (1978)
 DH0937
 DH0937                         *CURRENT SURVEY CONTROL
 DH0937  ___________________________________________________________________
 DH0937* NAD 83(1986)-  33 21 56.     (N)    086 53 28.     (W)     SCALED    
 DH0937* NAVD 88     -       167.102  (meters)     548.23   (feet)  ADJUSTED  
 DH0937  ___________________________________________________________________
 DH0937  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0937  DYNAMIC HT  -         166.917 (meters)     547.63  (feet)  COMP
 DH0937  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 DH0937
 DH0937  VERT ORDER  -  FIRST     CLASS II
 DH0937
 DH0937.The horizontal coordinates were scaled from a topographic map and have
 DH0937.an estimated accuracy of +/- 6 seconds.
 DH0937
 DH0937.The orthometric height was determined by differential leveling
 DH0937.and adjusted by the National Geodetic Survey in June 1991..
 DH0937
 DH0937.The geoid height was determined by GEOID03.
 DH0937
 DH0937.The dynamic height is computed by dividing the NAVD 88
 DH0937.geopotential number by the normal gravity value computed on the
 DH0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0937.degrees latitude (g = 980.6199 gals.).
 DH0937
 DH0937.The modeled gravity was interpolated from observed gravity values.
 DH0937
 DH0937;                    North         East    Units  Estimated Accuracy
 DH0937;SPC AL W     -   373,320.      656,660.      MT  (+/- 180 meters Scaled)
 DH0937
 DH0937                          SUPERSEDED SURVEY CONTROL
 DH0937
 DH0937  NGVD 29 (??/??/92)  167.049  (m)          548.06   (f) ADJ UNCH    1 2
 DH0937
 DH0937.Superseded values are not recommended for survey control.
 DH0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0937.See file dsdata.txt to determine how the superseded data were derived.
 DH0937
 DH0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB101918(NAD 83)
 DH0937_MARKER: DB = BENCH MARK DISK
 DH0937_SETTING: 80 = SET IN A BOULDER
 DH0937_SP_SET: BOULDER
 DH0937_STAMPING: B 164 1944
 DH0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0937+STABILITY: SURFACE MOTION
 DH0937
 DH0937  HISTORY     - Date     Condition        Report By
 DH0937  HISTORY     - 1944     MONUMENTED       CGS
 DH0937
 DH0937                          STATION DESCRIPTION
 DH0937
 DH0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0937'5.0 MI SE FROM BESSEMER.
 DH0937'ABOUT 5.0 MILES SOUTHEASTERLY ALONG THE ATLANTA, BIRMINGHAM, AND COAST
 DH0937'RAILROAD FROM THE STATION AT BESSEMER.  ABOUT 150 FEET WEST OF MILE
 DH0937'POST 437, 62 FEET NORTH OF AND ABOUT 8.0 FEET BELOW THE CENTERLINE OF
 DH0937'THE TRACK.  SET HORIZONTALLY IN THE TOP OF A LARGE FLAT SANDSTONE
 DH0937'BOULDER ON THE WEST EDGE OF A SMALL HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1092 ***********************************************************************
 DH1092  DESIGNATION -  B 165
 DH1092  PID         -  DH1092
 DH1092  STATE/COUNTY-  AL/JEFFERSON
 DH1092  USGS QUAD   -  GARDENDALE (1979)
 DH1092
 DH1092                         *CURRENT SURVEY CONTROL
 DH1092  ___________________________________________________________________
 DH1092* NAD 83(1986)-  33 39 44.     (N)    086 45 28.     (W)     SCALED    
 DH1092* NAVD 88     -       157.375  (meters)     516.32   (feet)  ADJUSTED  
 DH1092  ___________________________________________________________________
 DH1092  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH1092  DYNAMIC HT  -         157.201 (meters)     515.75  (feet)  COMP
 DH1092  MODELED GRAV-     979,532.1   (mgal)                       NAVD 88
 DH1092
 DH1092  VERT ORDER  -  FIRST     CLASS II
 DH1092
 DH1092.The horizontal coordinates were scaled from a topographic map and have
 DH1092.an estimated accuracy of +/- 6 seconds.
 DH1092
 DH1092.The orthometric height was determined by differential leveling
 DH1092.and adjusted by the National Geodetic Survey in June 1991..
 DH1092
 DH1092.The geoid height was determined by GEOID03.
 DH1092
 DH1092.The dynamic height is computed by dividing the NAVD 88
 DH1092.geopotential number by the normal gravity value computed on the
 DH1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1092.degrees latitude (g = 980.6199 gals.).
 DH1092
 DH1092.The modeled gravity was interpolated from observed gravity values.
 DH1092
 DH1092;                    North         East    Units  Estimated Accuracy
 DH1092;SPC AL W     -   406,300.      668,840.      MT  (+/- 180 meters Scaled)
 DH1092
 DH1092                          SUPERSEDED SURVEY CONTROL
 DH1092
 DH1092  NGVD 29 (??/??/92)  157.337  (m)          516.20   (f) ADJ UNCH    1 2
 DH1092
 DH1092.Superseded values are not recommended for survey control.
 DH1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1092.See file dsdata.txt to determine how the superseded data were derived.
 DH1092
 DH1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC224247(NAD 83)
 DH1092_MARKER: DB = BENCH MARK DISK
 DH1092_SETTING: 66 = SET IN ROCK OUTCROP
 DH1092_SP_SET: ROCK OUTCROP
 DH1092_STAMPING: B 165 1944
 DH1092_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1092+STABILITY: POSITION/ELEVATION WELL
 DH1092
 DH1092  HISTORY     - Date     Condition        Report By
 DH1092  HISTORY     - 1944     MONUMENTED       CGS
 DH1092  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH1092  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1092
 DH1092                          STATION DESCRIPTION
 DH1092
 DH1092'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1092'1.1 MI N FROM NEWCASTLE.
 DH1092'LOCATED ABOUT 1.1 MILES NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE
 DH1092'RAILROAD FROM THE STATION AT NEWCASTLE, ABOUT 0.2 MILES NORTH OF
 DH1092'MILE-POST 380, 30 FEET NORTH OF A MOTOR-CAR SET-OFF, 12.7 FEET EAST OF
 DH1092'AND ABOUT 3 FEET ABOVE THE CENTER LINE OF THE EAST TRACK, IN A RAILWAY
 DH1092'CUT AND IN THE TOP OF A PROJECTING ROCK OUTCROP.  NOTE-- THERE HAVE
 DH1092'BEEN SEVERAL SMALL ROCK SLIDES IN THE AREA.
 DH1092
 DH1092                          STATION RECOVERY (1958)
 DH1092
 DH1092'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH1092'MARK NOT FOUND.
 DH1092
 DH1092                          STATION RECOVERY (1982)
 DH1092
 DH1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1092'NOT RECOVERED, LEVEL LINE WAS REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1046 ***********************************************************************
 DH1046  DESIGNATION -  B 166
 DH1046  PID         -  DH1046
 DH1046  STATE/COUNTY-  AL/JEFFERSON
 DH1046  USGS QUAD   -  TRAFFORD (1986)
 DH1046
 DH1046                         *CURRENT SURVEY CONTROL
 DH1046  ___________________________________________________________________
 DH1046* NAD 83(1986)-  33 49 57.     (N)    086 44 41.     (W)     SCALED    
 DH1046* NAVD 88     -       148.280  (meters)     486.48   (feet)  ADJUSTED  
 DH1046  ___________________________________________________________________
 DH1046  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DH1046  DYNAMIC HT  -         148.121 (meters)     485.96  (feet)  COMP
 DH1046  MODELED GRAV-     979,563.3   (mgal)                       NAVD 88
 DH1046
 DH1046  VERT ORDER  -  FIRST     CLASS II
 DH1046
 DH1046.The horizontal coordinates were scaled from a topographic map and have
 DH1046.an estimated accuracy of +/- 6 seconds.
 DH1046
 DH1046.The orthometric height was determined by differential leveling
 DH1046.and adjusted by the National Geodetic Survey in June 1991..
 DH1046
 DH1046.The geoid height was determined by GEOID03.
 DH1046
 DH1046.The dynamic height is computed by dividing the NAVD 88
 DH1046.geopotential number by the normal gravity value computed on the
 DH1046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1046.degrees latitude (g = 980.6199 gals.).
 DH1046
 DH1046.The modeled gravity was interpolated from observed gravity values.
 DH1046
 DH1046;                    North         East    Units  Estimated Accuracy
 DH1046;SPC AL W     -   425,200.      669,910.      MT  (+/- 180 meters Scaled)
 DH1046
 DH1046                          SUPERSEDED SURVEY CONTROL
 DH1046
 DH1046  NGVD 29 (??/??/92)  148.246  (m)          486.37   (f) ADJ UNCH    1 2
 DH1046
 DH1046.Superseded values are not recommended for survey control.
 DH1046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1046.See file dsdata.txt to determine how the superseded data were derived.
 DH1046
 DH1046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC236436(NAD 83)
 DH1046_MARKER: DB = BENCH MARK DISK
 DH1046_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1046_SP_SET: BRIDGE
 DH1046_STAMPING: B 166 1944
 DH1046_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1046
 DH1046  HISTORY     - Date     Condition        Report By
 DH1046  HISTORY     - 1944     MONUMENTED       CGS
 DH1046  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1046
 DH1046                          STATION DESCRIPTION
 DH1046
 DH1046'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1046'0.9 MI N FROM TRAFFORD.
 DH1046'ABOUT 0.9 MILE NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1046'FROM THE STATION AT TRAFFORD.  ABOUT 0.1 MILE SOUTH OF MILE-POST 367,
 DH1046'9.0 FEET EAST OF AND ABOUT 1.5 FOOT BELOW THE CENTER LINE OF THE EAST
 DH1046'TRACK AND SET HORIZONTALLY IN TOP OF THE BRIDGE OVER THE LOCUST FORK
 DH1046'OF THE WARRIOR RIVER.
 DH1046
 DH1046                          STATION RECOVERY (1982)
 DH1046
 DH1046'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1046'NOT RECOVERED, NOT SEARCHED FOR, ACCESSIBLE BY RAILROAD ONLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0442 ***********************************************************************
 EF0442  DESIGNATION -  B 167
 EF0442  PID         -  EF0442
 EF0442  STATE/COUNTY-  AL/CULLMAN
 EF0442  USGS QUAD   -  HANCEVILLE (1993)
 EF0442
 EF0442                         *CURRENT SURVEY CONTROL
 EF0442  ___________________________________________________________________
 EF0442* NAD 83(1986)-  34 04 25.     (N)    086 45 09.     (W)     SCALED    
 EF0442* NAVD 88     -       178.239  (meters)     584.77   (feet)  ADJUSTED  
 EF0442  ___________________________________________________________________
 EF0442  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 EF0442  DYNAMIC HT  -         178.054 (meters)     584.17  (feet)  COMP
 EF0442  MODELED GRAV-     979,593.4   (mgal)                       NAVD 88
 EF0442
 EF0442  VERT ORDER  -  FIRST     CLASS II
 EF0442
 EF0442.The horizontal coordinates were scaled from a topographic map and have
 EF0442.an estimated accuracy of +/- 6 seconds.
 EF0442
 EF0442.The orthometric height was determined by differential leveling
 EF0442.and adjusted by the National Geodetic Survey in June 1991..
 EF0442
 EF0442.The geoid height was determined by GEOID03.
 EF0442
 EF0442.The dynamic height is computed by dividing the NAVD 88
 EF0442.geopotential number by the normal gravity value computed on the
 EF0442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0442.degrees latitude (g = 980.6199 gals.).
 EF0442
 EF0442.The modeled gravity was interpolated from observed gravity values.
 EF0442
 EF0442;                    North         East    Units  Estimated Accuracy
 EF0442;SPC AL W     -   451,940.      668,990.      MT  (+/- 180 meters Scaled)
 EF0442
 EF0442                          SUPERSEDED SURVEY CONTROL
 EF0442
 EF0442  NGVD 29 (??/??/92)  178.210  (m)          584.68   (f) ADJ UNCH    1 2
 EF0442
 EF0442.Superseded values are not recommended for survey control.
 EF0442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0442.See file dsdata.txt to determine how the superseded data were derived.
 EF0442
 EF0442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC228703(NAD 83)
 EF0442_MARKER: DB = BENCH MARK DISK
 EF0442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0442_SP_SET: BRIDGE
 EF0442_STAMPING: B 167 1944
 EF0442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0442
 EF0442  HISTORY     - Date     Condition        Report By
 EF0442  HISTORY     - 1944     MONUMENTED       CGS
 EF0442  HISTORY     - 1946     GOOD             NGS
 EF0442  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0442
 EF0442                          STATION DESCRIPTION
 EF0442
 EF0442'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0442'0.7 MI N FROM HANCEVILLE.
 EF0442'ABOUT 0.7 MILE NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0442'FROM THE STATION AT HANCEVILLE, AT A BRIDGE OVER A COUNTY ROAD, ABOUT
 EF0442'0.2 MILE NORTH OF MILE-POST 349, 12.0 FEET EAST OF AND ABOUT 2.0 FEET
 EF0442'BELOW THE CENTER LINE OF THE EAST TRACK AND SET IN THE TOP OF THE
 EF0442'SOUTH END OF THE EAST HEADWALL OF THE CONCRETE BRIDGE.
 EF0442
 EF0442                          STATION RECOVERY (1946)
 EF0442
 EF0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 EF0442'RECOVERED IN GOOD CONDITION.
 EF0442
 EF0442                          STATION RECOVERY (1982)
 EF0442
 EF0442'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0442'NOT RECOVERED.  APPEARS NEW HIGHWAY BRIDGE WAS BUILT IN 1959.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0411 ***********************************************************************
 EF0411  DESIGNATION -  B 168
 EF0411  PID         -  EF0411
 EF0411  STATE/COUNTY-  AL/CULLMAN
 EF0411  USGS QUAD   -  FALKVILLE (1982)
 EF0411
 EF0411                         *CURRENT SURVEY CONTROL
 EF0411  ___________________________________________________________________
 EF0411* NAD 83(1986)-  34 19 02.     (N)    086 53 43.     (W)     SCALED    
 EF0411* NAVD 88     -       186.427  (meters)     611.64   (feet)  ADJUSTED  
 EF0411  ___________________________________________________________________
 EF0411  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 EF0411  DYNAMIC HT  -         186.236 (meters)     611.01  (feet)  COMP
 EF0411  MODELED GRAV-     979,608.0   (mgal)                       NAVD 88
 EF0411
 EF0411  VERT ORDER  -  FIRST     CLASS II
 EF0411
 EF0411.The horizontal coordinates were scaled from a topographic map and have
 EF0411.an estimated accuracy of +/- 6 seconds.
 EF0411
 EF0411.The orthometric height was determined by differential leveling
 EF0411.and adjusted by the National Geodetic Survey in June 1991..
 EF0411
 EF0411.The geoid height was determined by GEOID03.
 EF0411
 EF0411.The dynamic height is computed by dividing the NAVD 88
 EF0411.geopotential number by the normal gravity value computed on the
 EF0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0411.degrees latitude (g = 980.6199 gals.).
 EF0411
 EF0411.The modeled gravity was interpolated from observed gravity values.
 EF0411
 EF0411;                    North         East    Units  Estimated Accuracy
 EF0411;SPC AL W     -   478,870.      655,660.      MT  (+/- 180 meters Scaled)
 EF0411
 EF0411                          SUPERSEDED SURVEY CONTROL
 EF0411
 EF0411  NGVD 29 (??/??/92)  186.374  (m)          611.46   (f) ADJ UNCH    1 2
 EF0411
 EF0411.Superseded values are not recommended for survey control.
 EF0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0411.See file dsdata.txt to determine how the superseded data were derived.
 EF0411
 EF0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC096973(NAD 83)
 EF0411_MARKER: DB = BENCH MARK DISK
 EF0411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0411_SP_SET: BRIDGE
 EF0411_STAMPING: B 168 1944
 EF0411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0411
 EF0411  HISTORY     - Date     Condition        Report By
 EF0411  HISTORY     - 1944     MONUMENTED       CGS
 EF0411  HISTORY     - 1950     GOOD             NGS
 EF0411  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0411
 EF0411                          STATION DESCRIPTION
 EF0411
 EF0411'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0411'0.5 MI N FROM WILHITES.
 EF0411'ABOUT 0.5 MILE NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0411'FROM THE STATION AT WILHITES, AT A CONCRETE AND STEEL BRIDGE, IT IS
 EF0411'11.5 FEET EAST OF AND ABOUT 1.5 FEET BELOW THE CENTER LINE OF THE EAST
 EF0411'TRACK AND SET IN THE TOP OF THE EAST END OF THE SOUTH ABUTMENT OF THE
 EF0411'BRIDGE DIRECTLY ACROSS THE BRACKS FROM MILE-POST 329.
 EF0411
 EF0411                          STATION RECOVERY (1950)
 EF0411
 EF0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0411'RECOVERED IN GOOD CONDITION.
 EF0411
 EF0411                          STATION RECOVERY (1982)
 EF0411
 EF0411'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0411'NOT RECOVERED.  OFF MAIN LEVEL LINE, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1501 ***********************************************************************
 DH1501  DESIGNATION -  B 169
 DH1501  PID         -  DH1501
 DH1501  STATE/COUNTY-  AL/WALKER
 DH1501  USGS QUAD   -  JASPER (1981)
 DH1501
 DH1501                         *CURRENT SURVEY CONTROL
 DH1501  ___________________________________________________________________
 DH1501* NAD 83(1986)-  33 49 56.     (N)    087 15 55.     (W)     SCALED    
 DH1501* NAVD 88     -       105.460  (meters)     346.00   (feet)  ADJUSTED  
 DH1501  ___________________________________________________________________
 DH1501  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DH1501  DYNAMIC HT  -         105.353 (meters)     345.65  (feet)  COMP
 DH1501  MODELED GRAV-     979,615.0   (mgal)                       NAVD 88
 DH1501
 DH1501  VERT ORDER  -  SECOND    CLASS 0
 DH1501
 DH1501.The horizontal coordinates were scaled from a topographic map and have
 DH1501.an estimated accuracy of +/- 6 seconds.
 DH1501
 DH1501.The orthometric height was determined by differential leveling
 DH1501.and adjusted by the National Geodetic Survey in June 1991..
 DH1501
 DH1501.The geoid height was determined by GEOID03.
 DH1501
 DH1501.The dynamic height is computed by dividing the NAVD 88
 DH1501.geopotential number by the normal gravity value computed on the
 DH1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1501.degrees latitude (g = 980.6199 gals.).
 DH1501
 DH1501.The modeled gravity was interpolated from observed gravity values.
 DH1501
 DH1501;                    North         East    Units  Estimated Accuracy
 DH1501;SPC AL W     -   424,930.      621,730.      MT  (+/- 180 meters Scaled)
 DH1501
 DH1501                          SUPERSEDED SURVEY CONTROL
 DH1501
 DH1501  NGVD 29 (??/??/92)  105.432  (m)          345.90   (f) ADJ UNCH    2 0
 DH1501
 DH1501.Superseded values are not recommended for survey control.
 DH1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1501.See file dsdata.txt to determine how the superseded data were derived.
 DH1501
 DH1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC754435(NAD 83)
 DH1501_MARKER: DB = BENCH MARK DISK
 DH1501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1501_SP_SET: CULVERT
 DH1501_STAMPING: B 169 1944
 DH1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1501
 DH1501  HISTORY     - Date     Condition        Report By
 DH1501  HISTORY     - 1944     MONUMENTED       CGS
 DH1501  HISTORY     - 1947     GOOD             NGS
 DH1501  HISTORY     - 19960305 MARK NOT FOUND   NGS
 DH1501
 DH1501                          STATION DESCRIPTION
 DH1501
 DH1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1501'0.7 MI E FROM JASPER.
 DH1501'ABOUT 0.7 MILE EASTERLY ALONG STATE HIGHWAY 69 FROM THE COURT HOUSE AT
 DH1501'JASPER AT THE EAST EDGE OF TOWN, 19.0 FEET SOUTH OF AND ABOUT 2 FEET
 DH1501'BELOW THE CENTER LINE OF THE HIGHWAY AND SET HORIZONTALLY IN THE TOP
 DH1501'OF THE EAST END OF THE SOUTH HEAD WALL OF A 6 X 6-FOOT CONCRETE
 DH1501'CULVERT.
 DH1501
 DH1501                          STATION RECOVERY (1947)
 DH1501
 DH1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DH1501'RECOVERED IN GOOD CONDITION.
 DH1501
 DH1501                          STATION RECOVERY (1996)
 DH1501
 DH1501'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 DH1501'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0407 ***********************************************************************
 BU0407  DESIGNATION -  B 17
 BU0407  PID         -  BU0407
 BU0407  STATE/COUNTY-  AL/COVINGTON
 BU0407  USGS QUAD   -  DIXIE (1981)
 BU0407
 BU0407                         *CURRENT SURVEY CONTROL
 BU0407  ___________________________________________________________________
 BU0407* NAD 83(1992)-  31 09 12.36978(N)    086 37 51.69180(W)     ADJUSTED  
 BU0407* NAVD 88     -        91.221  (meters)     299.28   (feet)  ADJUSTED  
 BU0407  ___________________________________________________________________
 BU0407  X           -     321,053.255 (meters)                     COMP
 BU0407  Y           -  -5,453,823.400 (meters)                     COMP
 BU0407  Z           -   3,280,496.782 (meters)                     COMP
 BU0407  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 BU0407  ELLIP HEIGHT-          64.27  (meters)          (07/29/02) GPS OBS
 BU0407  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 BU0407  DYNAMIC HT  -          91.109 (meters)     298.91  (feet)  COMP
 BU0407  MODELED GRAV-     979,417.1   (mgal)                       NAVD 88
 BU0407
 BU0407  HORZ ORDER  -  FIRST
 BU0407  VERT ORDER  -  SECOND    CLASS 0
 BU0407  ELLP ORDER  -  FOURTH    CLASS I
 BU0407
 BU0407.The horizontal coordinates were established by GPS observations
 BU0407.and adjusted by the National Geodetic Survey in December 1992..
 BU0407
 BU0407.The orthometric height was determined by differential leveling
 BU0407.and adjusted by the National Geodetic Survey in June 1991..
 BU0407
 BU0407.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU0407
 BU0407.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0407
 BU0407.The ellipsoidal height was determined by GPS observations
 BU0407.and is referenced to NAD 83.
 BU0407
 BU0407.The geoid height was determined by GEOID03.
 BU0407
 BU0407.The dynamic height is computed by dividing the NAVD 88
 BU0407.geopotential number by the normal gravity value computed on the
 BU0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0407.degrees latitude (g = 980.6199 gals.).
 BU0407
 BU0407.The modeled gravity was interpolated from observed gravity values.
 BU0407
 BU0407;                    North         East     Units Scale Factor Converg.
 BU0407;SPC AL E     -    72,715.185   123,941.144   MT  1.00003133   -0 24 45.7
 BU0407;UTM  16      - 3,446,665.286   535,168.130   MT  0.99961526   +0 11 27.2
 BU0407
 BU0407!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0407!SPC AL E     -   0.99998991  x   1.00003133  =   1.00002124
 BU0407!UTM  16      -   0.99998991  x   0.99961526  =   0.99960517
 BU0407
 BU0407:                Primary Azimuth Mark                     Grid Az
 BU0407:SPC AL E     -  20 14                                    240 42 18.4
 BU0407:UTM  16      -  20 14                                    240 06 05.5
 BU0407
 BU0407|---------------------------------------------------------------------|
 BU0407| PID    Reference Object                     Distance      Geod. Az  |
 BU0407|                                                           dddmmss.s |
 BU0407| BU2038 20 14                               APPROX. 0.6 KM 2401732.7 |
 BU0407|---------------------------------------------------------------------|
 BU0407
 BU0407                          SUPERSEDED SURVEY CONTROL
 BU0407
 BU0407  ELLIP H (12/04/92)   64.31   (m)                       GP(       ) 4 1
 BU0407  NAD 83(1992)-  31 09 12.38057(N)    086 37 51.69417(W) AD(       ) 1
 BU0407  NAVD 88 (03/24/94)   91.22   (m)          299.3    (f) LEVELING    3  
 BU0407  NGVD 29 (??/??/92)   91.254  (m)          299.39   (f) ADJ UNCH    2 0
 BU0407
 BU0407.Superseded values are not recommended for survey control.
 BU0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0407.See file dsdata.txt to determine how the superseded data were derived.
 BU0407
 BU0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3516846665(NAD 83)
 BU0407_MARKER: DD = SURVEY DISK
 BU0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0407_SP_SET: CONCRETE POST
 BU0407_STAMPING: B 17 1934
 BU0407_MARK LOGO: CGS   
 BU0407_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0407+STABILITY: SURFACE MOTION
 BU0407_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU0407+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1993
 BU0407
 BU0407  HISTORY     - Date     Condition        Report By
 BU0407  HISTORY     - 1934     MONUMENTED       CGS
 BU0407  HISTORY     - 1971     GOOD             USGS
 BU0407  HISTORY     - 19900403 GOOD             ALHD
 BU0407  HISTORY     - 19910111 GOOD
 BU0407  HISTORY     - 19930402 GOOD             ALHD
 BU0407  HISTORY     - 20030414 POOR             NGS
 BU0407
 BU0407                          STATION DESCRIPTION
 BU0407
 BU0407'DESCRIBED BY US GEOLOGICAL SURVEY 1971
 BU0407'15 MI SW FROM ANDALUSIA.
 BU0407'15.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 29 FROM THE COURTHOUSE IN
 BU0407'ANDALUSIA, ALABAMA, 2.4 MILES NORTHEAST OF CROSSROADS AT ROME, AT THE
 BU0407'TOP OF A HIGH HILL.  39 FEET NORTHWEST OF THE CENTERLINE OF U.S. 29,
 BU0407'18 FEET NORTHEAST OF A POWER POLE, 310 FEET NORTHEAST OF AND ACROSS
 BU0407'HIGHWAY FROM A DIRT DRIVE EAST TO A BARN AND SILO.  1.5 FEET NORTH OF
 BU0407'A FENCE AND ABOUT 3 FEET HIGHER THAN HIGHWAY.  TABLET IS SET IN THE
 BU0407'TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
 BU0407
 BU0407                          STATION RECOVERY (1990)
 BU0407
 BU0407'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU0407'THE STATION IS LOCATED IN COVINGTON COUNTY ON THE NORTHWEST RIGHT OF
 BU0407'WAY OF U. S. 29, ABOUT 13.80 MI (22.21 KM) SOUTHWEST OF ANDALUSIA AND
 BU0407'ABOUT 20.50 MI (32.99 KM) NORTHWEST OF FLORALA.
 BU0407'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ALA 55 TRUCK
 BU0407'ROUTE, MILE POST 42.55 ON U. S. 29, DRIVE SOUTH ON U. S. 29 12.10 MI
 BU0407'(19.47 KM) TO MILE POST 30.45 AND THE STATION ON THE RIGHT.
 BU0407'THE STATION IS 1.51 FT (0.46 M) SOUTHEAST OF A HOGWIRE FENCE, 19.0 FT
 BU0407'(5.8 M) EAST OF A POWER POLE, 31.59 FT (9.63 M) WEST - SOUTHWEST OF A
 BU0407'CONCRETE RIGHT OF WAY MARKER, 38.62 FT (11.77 M) NORTHWEST OF THE
 BU0407'CENTERLINE OF U. S. 29, 0.69 FT (0.21 M) SOUTHEAST OF A CARSONITE
 BU0407'WITNESS POST, AND PROJECTS 0.49 FT (0.15 M) ABOVE THE GROUND.
 BU0407'ELEVATION 299.389 FEET OR 91.254 METERS.
 BU0407'STATION 20 - 14 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU0407
 BU0407                          STATION RECOVERY (1991)
 BU0407
 BU0407'RECOVERED 1991
 BU0407'RECOVERED IN GOOD CONDITION.
 BU0407
 BU0407                          STATION RECOVERY (1993)
 BU0407
 BU0407'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993
 BU0407'THE STATION IS LOCATED IN COVINGTON COUNTY ON THE NORTHWEST RIGHT OF
 BU0407'WAY OF U.S. 29, ABOUT 13.80 MI (22.21 KM) SOUTHWEST OF ANDALUSIA AND
 BU0407'ABOUT 20.50 MI (32.99 KM) NORTHWEST OF FLORALA.
 BU0407'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29 AND ALA 55 TRUCK
 BU0407'ROUTE, MILE POST 42.55 ON U.S. 29, DRIVE SOUTH ON U.S. 29 FOR 12.10
 BU0407'MI (19.47 KM) TO MILE POST 30.45 AND THE STATION ON THE RIGHT.
 BU0407'THE STATION IS 1.51 FT (0.46 M) SOUTHEAST OF A HOGWIRE FENCE, 19.0 FT
 BU0407'(5.8 M) EAST OF A POWER POLE, 31.59 FT (9.63 M) WEST-SOUTHWEST OF A
 BU0407'CONCRETE RIGHT OF WAY MARKER, 38.62 FT (11.77 M) NORTHWEST OF THE
 BU0407'CENTERLINE OF U.S. 29, 0.69 FT (21.03 CM) SOUTHEAST OF A CARSONITE
 BU0407'WITNESS POST, AND PROJECTS 0.49 FT (14.94 CM) ABOVE THE GROUND.
 BU0407'STATION 20-14 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU0407
 BU0407                          STATION RECOVERY (2003)
 BU0407
 BU0407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003
 BU0407'THE MARK WAS FOUND DISTURBED. IT SEEMED TO BE DISTURBED BY A ROAD
 BU0407'GRADER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1426 ***********************************************************************
 DH1426  DESIGNATION -  B 170
 DH1426  PID         -  DH1426
 DH1426  STATE/COUNTY-  AL/CULLMAN
 DH1426  USGS QUAD   -  ARKADELPHIA (1978)
 DH1426
 DH1426                         *CURRENT SURVEY CONTROL
 DH1426  ___________________________________________________________________
 DH1426* NAD 83(1986)-  33 59 25.     (N)    086 58 16.     (W)     SCALED    
 DH1426* NAVD 88     -       167.777  (meters)     550.45   (feet)  ADJUSTED  
 DH1426  ___________________________________________________________________
 DH1426  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DH1426  DYNAMIC HT  -         167.604 (meters)     549.88  (feet)  COMP
 DH1426  MODELED GRAV-     979,601.8   (mgal)                       NAVD 88
 DH1426
 DH1426  VERT ORDER  -  SECOND    CLASS 0
 DH1426
 DH1426.The horizontal coordinates were scaled from a topographic map and have
 DH1426.an estimated accuracy of +/- 6 seconds.
 DH1426
 DH1426.The orthometric height was determined by differential leveling
 DH1426.and adjusted by the National Geodetic Survey in June 1991..
 DH1426
 DH1426.The geoid height was determined by GEOID03.
 DH1426
 DH1426.The dynamic height is computed by dividing the NAVD 88
 DH1426.geopotential number by the normal gravity value computed on the
 DH1426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1426.degrees latitude (g = 980.6199 gals.).
 DH1426
 DH1426.The modeled gravity was interpolated from observed gravity values.
 DH1426
 DH1426;                    North         East    Units  Estimated Accuracy
 DH1426;SPC AL W     -   442,570.      648,860.      MT  (+/- 180 meters Scaled)
 DH1426
 DH1426                          SUPERSEDED SURVEY CONTROL
 DH1426
 DH1426  NGVD 29 (??/??/92)  167.756  (m)          550.38   (f) ADJ UNCH    2 0
 DH1426
 DH1426.Superseded values are not recommended for survey control.
 DH1426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1426.See file dsdata.txt to determine how the superseded data were derived.
 DH1426
 DH1426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC026610(NAD 83)
 DH1426_MARKER: DB = BENCH MARK DISK
 DH1426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1426_STAMPING: B 170 1944
 DH1426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1426+STABILITY: SURFACE MOTION
 DH1426
 DH1426  HISTORY     - Date     Condition        Report By
 DH1426  HISTORY     - 1944     MONUMENTED       CGS
 DH1426  HISTORY     - 1951     MARK NOT FOUND   USGS
 DH1426
 DH1426                          STATION DESCRIPTION
 DH1426
 DH1426'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1426'16.4 MI SW FROM CULLMAN.
 DH1426'ABOUT 16.4 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 69 FROM THE COURT
 DH1426'HOUSE AT CULLMAN, AT BREMEN, ABOUT 80 FEET SOUTH OF THE STORE AT
 DH1426'BREMEN, 45.0 FEET SOUTH OF A ROAD LEADING EASTERLY, 43.0 FEET EAST OF
 DH1426'AND ABOUT 3.0 FEET ABOVE THE CENTER LINE OF THE HIGHWAY, AND 2.0 FEET
 DH1426'NORTH OF A 4 X 4 INCH REFERENCE POST.  MONUMENT PROJECTS ABOUT 0.5
 DH1426'FOOT.  NOTE-- A COAL TIDDLE AND CHUTE HAVE BEEN CONSTRUCTED AT THIS
 DH1426'LOCATION AND MARK MAY HAVE BEEN COVERED OR DESTROYED.
 DH1426
 DH1426                          STATION RECOVERY (1951)
 DH1426
 DH1426'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 DH1426'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0547 ***********************************************************************
 DJ0547  DESIGNATION -  B 171
 DJ0547  PID         -  DJ0547
 DJ0547  STATE/COUNTY-  AL/PICKENS
 DJ0547  USGS QUAD   -  REFORM (1985)
 DJ0547
 DJ0547                         *CURRENT SURVEY CONTROL
 DJ0547  ___________________________________________________________________
 DJ0547* NAD 83(1986)-  33 26 17.     (N)    088 00 20.     (W)     SCALED    
 DJ0547* NAVD 88     -        82.817  (meters)     271.71   (feet)  ADJUSTED  
 DJ0547  ___________________________________________________________________
 DJ0547  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DJ0547  DYNAMIC HT  -          82.728 (meters)     271.42  (feet)  COMP
 DJ0547  MODELED GRAV-     979,564.9   (mgal)                       NAVD 88
 DJ0547
 DJ0547  VERT ORDER  -  SECOND    CLASS 0
 DJ0547
 DJ0547.The horizontal coordinates were scaled from a topographic map and have
 DJ0547.an estimated accuracy of +/- 6 seconds.
 DJ0547
 DJ0547.The orthometric height was determined by differential leveling
 DJ0547.and adjusted by the National Geodetic Survey in June 1991..
 DJ0547
 DJ0547.The geoid height was determined by GEOID03.
 DJ0547
 DJ0547.The dynamic height is computed by dividing the NAVD 88
 DJ0547.geopotential number by the normal gravity value computed on the
 DJ0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0547.degrees latitude (g = 980.6199 gals.).
 DJ0547
 DJ0547.The modeled gravity was interpolated from observed gravity values.
 DJ0547
 DJ0547;                    North         East    Units  Estimated Accuracy
 DJ0547;SPC AL W     -   381,310.      552,990.      MT  (+/- 180 meters Scaled)
 DJ0547
 DJ0547                          SUPERSEDED SURVEY CONTROL
 DJ0547
 DJ0547  NGVD 29 (??/??/92)   82.773  (m)          271.56   (f) ADJ UNCH    2 0
 DJ0547
 DJ0547.Superseded values are not recommended for survey control.
 DJ0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0547.See file dsdata.txt to determine how the superseded data were derived.
 DJ0547
 DJ0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC065003(NAD 83)
 DJ0547_MARKER: DB = BENCH MARK DISK
 DJ0547_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0547_SP_SET: CULVERT
 DJ0547_STAMPING: B 171 1944
 DJ0547_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0547
 DJ0547  HISTORY     - Date     Condition        Report By
 DJ0547  HISTORY     - 1944     MONUMENTED       CGS
 DJ0547
 DJ0547                          STATION DESCRIPTION
 DJ0547
 DJ0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DJ0547'4.2 MI N FROM REFORM.
 DJ0547'ABOUT 4.2 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE GULF, MOBILE AND
 DJ0547'OHIO RAILROAD STATION AT REFORM, PICKENS COUNTY, ABOUT 3.8 MILES SOUTH
 DJ0547'ALONG THE HIGHWAY FROM THE ROAD INTERSECTION AT PALMETTO, IN THE TOP
 DJ0547'THE NORTH END OF THE EAST GUARDRAIL OF A LARGE CONCRETE CULVERT, 15
 DJ0547'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 2-1/2 FEET
 DJ0547'HIGHER.  A STANDARD DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1736 ***********************************************************************
 DH1736  DESIGNATION -  B 172
 DH1736  PID         -  DH1736
 DH1736  STATE/COUNTY-  AL/FAYETTE
 DH1736  USGS QUAD   -  HOWARD (1981)
 DH1736
 DH1736                         *CURRENT SURVEY CONTROL
 DH1736  ___________________________________________________________________
 DH1736* NAD 83(1986)-  33 49 05.     (N)    087 35 07.     (W)     SCALED    
 DH1736* NAVD 88     -       148.304  (meters)     486.56   (feet)  ADJUSTED  
 DH1736  ___________________________________________________________________
 DH1736  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 DH1736  DYNAMIC HT  -         148.150 (meters)     486.06  (feet)  COMP
 DH1736  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 DH1736
 DH1736  VERT ORDER  -  SECOND    CLASS 0
 DH1736
 DH1736.The horizontal coordinates were scaled from a topographic map and have
 DH1736.an estimated accuracy of +/- 6 seconds.
 DH1736
 DH1736.The orthometric height was determined by differential leveling
 DH1736.and adjusted by the National Geodetic Survey in June 1991..
 DH1736
 DH1736.The geoid height was determined by GEOID03.
 DH1736
 DH1736.The dynamic height is computed by dividing the NAVD 88
 DH1736.geopotential number by the normal gravity value computed on the
 DH1736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1736.degrees latitude (g = 980.6199 gals.).
 DH1736
 DH1736.The modeled gravity was interpolated from observed gravity values.
 DH1736
 DH1736;                    North         East    Units  Estimated Accuracy
 DH1736;SPC AL W     -   423,340.      592,110.      MT  (+/- 180 meters Scaled)
 DH1736
 DH1736                          SUPERSEDED SURVEY CONTROL
 DH1736
 DH1736  NGVD 29 (??/??/92)  148.273  (m)          486.46   (f) ADJ UNCH    2 0
 DH1736
 DH1736.Superseded values are not recommended for survey control.
 DH1736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1736.See file dsdata.txt to determine how the superseded data were derived.
 DH1736
 DH1736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC458421(NAD 83)
 DH1736_MARKER: DB = BENCH MARK DISK
 DH1736_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1736_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1736_STAMPING: B 172 1944
 DH1736_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1736+STABILITY: SURFACE MOTION
 DH1736
 DH1736  HISTORY     - Date     Condition        Report By
 DH1736  HISTORY     - 1944     MONUMENTED       CGS
 DH1736
 DH1736                          STATION DESCRIPTION
 DH1736
 DH1736'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1736'7.5 MI SW FROM CARBON HILL.
 DH1736'IN FAYETTE COUNTY, 7.5 MILES SOUTHWEST ALONG THE BERRY ROAD FROM THE
 DH1736'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT CARBON HILL, WALKER COUNTY,
 DH1736'0.2 MILE SOUTH OF A LARGE FARMHOUSE, 255 FEET SOUTH OF A SMALL
 DH1736'CONCRETE AND ROCK CULVERT, 18 FEET WEST OF THE CENTERLINE OF THE ROAD,
 DH1736'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE ROAD.
 DH1736'A STANDARD DISK, STAMPED B 172 1944 AND SET IN THE TOP OF A CONCRETE
 DH1736'POST PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0745 ***********************************************************************
 DH0745  DESIGNATION -  B 173
 DH0745  PID         -  DH0745
 DH0745  STATE/COUNTY-  AL/JEFFERSON
 DH0745  USGS QUAD   -  GREENWOOD (1978)
 DH0745
 DH0745                         *CURRENT SURVEY CONTROL
 DH0745  ___________________________________________________________________
 DH0745* NAD 83(1986)-  33 21 06.     (N)    086 59 26.     (W)     SCALED    
 DH0745* NAVD 88     -       156.500  (meters)     513.45   (feet)  ADJUSTED  
 DH0745  ___________________________________________________________________
 DH0745  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0745  DYNAMIC HT  -         156.327 (meters)     512.88  (feet)  COMP
 DH0745  MODELED GRAV-     979,527.3   (mgal)                       NAVD 88
 DH0745
 DH0745  VERT ORDER  -  FIRST     CLASS II
 DH0745
 DH0745.The horizontal coordinates were scaled from a topographic map and have
 DH0745.an estimated accuracy of +/- 6 seconds.
 DH0745
 DH0745.The orthometric height was determined by differential leveling
 DH0745.and adjusted by the National Geodetic Survey in June 1991..
 DH0745
 DH0745.The geoid height was determined by GEOID03.
 DH0745
 DH0745.The dynamic height is computed by dividing the NAVD 88
 DH0745.geopotential number by the normal gravity value computed on the
 DH0745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0745.degrees latitude (g = 980.6199 gals.).
 DH0745
 DH0745.The modeled gravity was interpolated from observed gravity values.
 DH0745
 DH0745;                    North         East    Units  Estimated Accuracy
 DH0745;SPC AL W     -   371,730.      647,420.      MT  (+/- 180 meters Scaled)
 DH0745
 DH0745                          SUPERSEDED SURVEY CONTROL
 DH0745
 DH0745  NGVD 29 (??/??/92)  156.455  (m)          513.30   (f) ADJ UNCH    1 2
 DH0745
 DH0745.Superseded values are not recommended for survey control.
 DH0745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0745.See file dsdata.txt to determine how the superseded data were derived.
 DH0745
 DH0745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB008902(NAD 83)
 DH0745_MARKER: DB = BENCH MARK DISK
 DH0745_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0745_SP_SET: CULVERT
 DH0745_STAMPING: B 173 1944
 DH0745_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0745
 DH0745  HISTORY     - Date     Condition        Report By
 DH0745  HISTORY     - 1944     MONUMENTED       CGS
 DH0745  HISTORY     - 1980     MARK NOT FOUND   NGS
 DH0745
 DH0745                          STATION DESCRIPTION
 DH0745
 DH0745'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0745'2.45 MI SW FROM BURSTALL.
 DH0745'BENCH MARK IS 2.45 MILES SOUTHWEST ALONG THE ALABAMA GREAT SOUTHERN
 DH0745'RAILROAD FROM THE SWITCH TOWER AT BURSTALL.  IT IS SIX POLES SOUTHWEST
 DH0745'OF SEMAPHORE NO. 1584, 9.0 FEET NORTHWEST OF AND ABOUT 1.0 FOOT BELOW
 DH0745'THE CENTERLINE OF THE NORTHWEST TRACK.  IT IS SET HORIZONTALLY IN THE
 DH0745'SOUTHWEST END OF THE NORTHWEST HEADWALL OF A CONCRETE CULVERT UNDER
 DH0745'THE RAILROAD.
 DH0745
 DH0745                          STATION RECOVERY (1980)
 DH0745
 DH0745'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH0745'MARK IS APPARENTLY COVERED BY A SLAB OF CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1615 ***********************************************************************
 DH1615  DESIGNATION -  B 174
 DH1615  PID         -  DH1615
 DH1615  STATE/COUNTY-  AL/TUSCALOOSA
 DH1615  USGS QUAD   -  COALING (1978)
 DH1615
 DH1615                         *CURRENT SURVEY CONTROL
 DH1615  ___________________________________________________________________
 DH1615* NAD 83(1986)-  33 09 43.     (N)    087 19 06.     (W)     SCALED    
 DH1615* NAVD 88     -       136.037  (meters)     446.31   (feet)  ADJUSTED  
 DH1615  ___________________________________________________________________
 DH1615  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH1615  DYNAMIC HT  -         135.885 (meters)     445.82  (feet)  COMP
 DH1615  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 DH1615
 DH1615  VERT ORDER  -  FIRST     CLASS II
 DH1615
 DH1615.The horizontal coordinates were scaled from a topographic map and have
 DH1615.an estimated accuracy of +/- 6 seconds.
 DH1615
 DH1615.The orthometric height was determined by differential leveling
 DH1615.and adjusted by the National Geodetic Survey in June 1991..
 DH1615
 DH1615.The geoid height was determined by GEOID03.
 DH1615
 DH1615.The dynamic height is computed by dividing the NAVD 88
 DH1615.geopotential number by the normal gravity value computed on the
 DH1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1615.degrees latitude (g = 980.6199 gals.).
 DH1615
 DH1615.The modeled gravity was interpolated from observed gravity values.
 DH1615
 DH1615;                    North         East    Units  Estimated Accuracy
 DH1615;SPC AL W     -   350,590.      616,950.      MT  (+/- 180 meters Scaled)
 DH1615
 DH1615                          SUPERSEDED SURVEY CONTROL
 DH1615
 DH1615  NGVD 29 (??/??/92)  135.991  (m)          446.16   (f) ADJ UNCH    1 2
 DH1615
 DH1615.Superseded values are not recommended for survey control.
 DH1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1615.See file dsdata.txt to determine how the superseded data were derived.
 DH1615
 DH1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB703692(NAD 83)
 DH1615_MARKER: DB = BENCH MARK DISK
 DH1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1615_STAMPING: B 174 1944
 DH1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1615+STABILITY: SURFACE MOTION
 DH1615
 DH1615  HISTORY     - Date     Condition        Report By
 DH1615  HISTORY     - 1944     MONUMENTED       CGS
 DH1615
 DH1615                          STATION DESCRIPTION
 DH1615
 DH1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1615'1.15 MI W FROM DUDLEY.
 DH1615'1.15 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT DUDLEY,
 DH1615'TUSCALOOSA COUNTY, 29.7 FEET NORTH OF AND 1.0 FOOT BELFOW THE
 DH1615'CENTERLINE OF THE TRACK, 23 FEET EAST OF THE CENTERLINE OF A FARM ROAD
 DH1615'CROSSING, 10.8 FEET EAST OF THE FOURTH POLE EAST OF MILEPOST 183, 3.0
 DH1615'FEET WEST OF A 4X4-INCH WOODEN MARKER POST, AND SET IN THE TOP OF A
 DH1615'CONCRETE POST PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1841 ***********************************************************************
 DH1841  DESIGNATION -  B 175
 DH1841  PID         -  DH1841
 DH1841  STATE/COUNTY-  AL/FAYETTE
 DH1841  USGS QUAD   -  WINFIELD SE (1967)
 DH1841
 DH1841                         *CURRENT SURVEY CONTROL
 DH1841  ___________________________________________________________________
 DH1841* NAD 83(1986)-  33 48 30.     (N)    087 48 05.     (W)     SCALED    
 DH1841* NAVD 88     -       132.537  (meters)     434.83   (feet)  ADJUSTED  
 DH1841  ___________________________________________________________________
 DH1841  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 DH1841  DYNAMIC HT  -         132.399 (meters)     434.38  (feet)  COMP
 DH1841  MODELED GRAV-     979,588.5   (mgal)                       NAVD 88
 DH1841
 DH1841  VERT ORDER  -  SECOND    CLASS 0
 DH1841
 DH1841.The horizontal coordinates were scaled from a topographic map and have
 DH1841.an estimated accuracy of +/- 6 seconds.
 DH1841
 DH1841.The orthometric height was determined by differential leveling
 DH1841.and adjusted by the National Geodetic Survey in June 1991..
 DH1841
 DH1841.The geoid height was determined by GEOID03.
 DH1841
 DH1841.The dynamic height is computed by dividing the NAVD 88
 DH1841.geopotential number by the normal gravity value computed on the
 DH1841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1841.degrees latitude (g = 980.6199 gals.).
 DH1841
 DH1841.The modeled gravity was interpolated from observed gravity values.
 DH1841
 DH1841;                    North         East    Units  Estimated Accuracy
 DH1841;SPC AL W     -   422,300.      572,100.      MT  (+/- 180 meters Scaled)
 DH1841
 DH1841                          SUPERSEDED SURVEY CONTROL
 DH1841
 DH1841  NGVD 29 (??/??/92)  132.484  (m)          434.66   (f) ADJ UNCH    2 0
 DH1841
 DH1841.Superseded values are not recommended for survey control.
 DH1841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1841.See file dsdata.txt to determine how the superseded data were derived.
 DH1841
 DH1841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC258411(NAD 83)
 DH1841_MARKER: DB = BENCH MARK DISK
 DH1841_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1841_SP_SET: CULVERT
 DH1841_STAMPING: B 175 1944
 DH1841_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1841_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH1841+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 DH1841
 DH1841  HISTORY     - Date     Condition        Report By
 DH1841  HISTORY     - 1944     MONUMENTED       CGS
 DH1841  HISTORY     - 1985     GOOD             NGS
 DH1841  HISTORY     - 20030113 GOOD             ALHD
 DH1841  HISTORY     - 20050519 GOOD             ALHD
 DH1841
 DH1841                          STATION DESCRIPTION
 DH1841
 DH1841'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1841'8.9 MI N FROM FAYETTE.
 DH1841'LOCATED ABOUT 8.9 MILES NORTH ALONG THE U. S. HIGHWAY 43 FROM THE POST
 DH1841'OFFICE AT FAYETTE, 32 FEET EAST OF AND ABOUT 9 FEET BELOW THE CENTER
 DH1841'LINE OF THE HIGHWAY, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL
 DH1841'OF A 5- BY 5- FOOT CONCRETE CULVERT.
 DH1841
 DH1841                          STATION RECOVERY (1985)
 DH1841
 DH1841'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DH1841'RECOVERED IN GOOD CONDITION.
 DH1841
 DH1841                          STATION RECOVERY (2003)
 DH1841
 DH1841'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH1841'RECOVERED IN GOOD CONDITION.
 DH1841
 DH1841                          STATION RECOVERY (2005)
 DH1841
 DH1841'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH1841'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0833 ***********************************************************************
 EF0833  DESIGNATION -  B 176
 EF0833  PID         -  EF0833
 EF0833  STATE/COUNTY-  AL/MORGAN
 EF0833  USGS QUAD   -  TRINITY (1974)
 EF0833
 EF0833                         *CURRENT SURVEY CONTROL
 EF0833  ___________________________________________________________________
 EF0833* NAD 83(1986)-  34 36 29.     (N)    087 01 57.     (W)     SCALED    
 EF0833* NAVD 88     -       180.606  (meters)     592.54   (feet)  ADJUSTED  
 EF0833  ___________________________________________________________________
 EF0833  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EF0833  DYNAMIC HT  -         180.432 (meters)     591.97  (feet)  COMP
 EF0833  MODELED GRAV-     979,665.4   (mgal)                       NAVD 88
 EF0833
 EF0833  VERT ORDER  -  FIRST     CLASS II
 EF0833
 EF0833.The horizontal coordinates were scaled from a topographic map and have
 EF0833.an estimated accuracy of +/- 6 seconds.
 EF0833
 EF0833.The orthometric height was determined by differential leveling
 EF0833.and adjusted by the National Geodetic Survey in June 1991..
 EF0833
 EF0833.The geoid height was determined by GEOID03.
 EF0833
 EF0833.The dynamic height is computed by dividing the NAVD 88
 EF0833.geopotential number by the normal gravity value computed on the
 EF0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0833.degrees latitude (g = 980.6199 gals.).
 EF0833
 EF0833.The modeled gravity was interpolated from observed gravity values.
 EF0833
 EF0833;                    North         East    Units  Estimated Accuracy
 EF0833;SPC AL W     -   511,060.      642,880.      MT  (+/- 180 meters Scaled)
 EF0833
 EF0833                          SUPERSEDED SURVEY CONTROL
 EF0833
 EF0833  NGVD 29 (??/??/92)  180.573  (m)          592.43   (f) ADJ UNCH    1 2
 EF0833
 EF0833.Superseded values are not recommended for survey control.
 EF0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0833.See file dsdata.txt to determine how the superseded data were derived.
 EF0833
 EF0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD970295(NAD 83)
 EF0833_MARKER: DB = BENCH MARK DISK
 EF0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0833_SP_SET: CONCRETE BASE
 EF0833_STAMPING: B 176 1944
 EF0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0833
 EF0833  HISTORY     - Date     Condition        Report By
 EF0833  HISTORY     - 1944     MONUMENTED       CGS
 EF0833  HISTORY     - 1950     GOOD             NGS
 EF0833  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0833
 EF0833                          STATION DESCRIPTION
 EF0833
 EF0833'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0833'2.8 MI W FROM DECATUR.
 EF0833'ABOUT 2.8 MILES WESTERLY ALONG THE SOUTHERN RAILWAY FROM THE UNION
 EF0833'STATION AT DECATUR, ABOUT 300 FEET WEST OF MILE-POST 366, 12.0 FEET
 EF0833'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE
 EF0833'RAILROAD, AND SET HORIZONTALLY IN THE NORTHWEST CORNER OF THE CONCRETE
 EF0833'BASE OF BLOCK SIGNAL NO. 366.0.
 EF0833
 EF0833                          STATION RECOVERY (1950)
 EF0833
 EF0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0833'RECOVERED IN GOOD CONDITION.
 EF0833
 EF0833                          STATION RECOVERY (1982)
 EF0833
 EF0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0833'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0790 ***********************************************************************
 EF0790  DESIGNATION -  B 177
 EF0790  PID         -  EF0790
 EF0790  STATE/COUNTY-  AL/LAWRENCE
 EF0790  USGS QUAD   -  COURTLAND (1974)
 EF0790
 EF0790                         *CURRENT SURVEY CONTROL
 EF0790  ___________________________________________________________________
 EF0790* NAD 83(1986)-  34 41 00.     (N)    087 21 11.     (W)     SCALED    
 EF0790* NAVD 88     -       178.305  (meters)     584.99   (feet)  ADJUSTED  
 EF0790  ___________________________________________________________________
 EF0790  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EF0790  DYNAMIC HT  -         178.139 (meters)     584.44  (feet)  COMP
 EF0790  MODELED GRAV-     979,699.6   (mgal)                       NAVD 88
 EF0790
 EF0790  VERT ORDER  -  FIRST     CLASS II
 EF0790
 EF0790.The horizontal coordinates were scaled from a topographic map and have
 EF0790.an estimated accuracy of +/- 6 seconds.
 EF0790
 EF0790.The orthometric height was determined by differential leveling
 EF0790.and adjusted by the National Geodetic Survey in June 1991..
 EF0790
 EF0790.The geoid height was determined by GEOID03.
 EF0790
 EF0790.The dynamic height is computed by dividing the NAVD 88
 EF0790.geopotential number by the normal gravity value computed on the
 EF0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0790.degrees latitude (g = 980.6199 gals.).
 EF0790
 EF0790.The modeled gravity was interpolated from observed gravity values.
 EF0790
 EF0790;                    North         East    Units  Estimated Accuracy
 EF0790;SPC AL W     -   519,320.      613,470.      MT  (+/- 180 meters Scaled)
 EF0790
 EF0790                          SUPERSEDED SURVEY CONTROL
 EF0790
 EF0790  NGVD 29 (??/??/92)  178.274  (m)          584.89   (f) ADJ UNCH    1 2
 EF0790
 EF0790.Superseded values are not recommended for survey control.
 EF0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0790.See file dsdata.txt to determine how the superseded data were derived.
 EF0790
 EF0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD676379(NAD 83)
 EF0790_MARKER: DB = BENCH MARK DISK
 EF0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0790_STAMPING: B 177 1944
 EF0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0790+STABILITY: SURFACE MOTION
 EF0790
 EF0790  HISTORY     - Date     Condition        Report By
 EF0790  HISTORY     - 1944     MONUMENTED       CGS
 EF0790  HISTORY     - 1965     MARK NOT FOUND   NGS
 EF0790  HISTORY     - 1974     MARK NOT FOUND   TVA
 EF0790  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0790
 EF0790                          STATION DESCRIPTION
 EF0790
 EF0790'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EF0790'2.6 MI NW FROM COURTLAND.
 EF0790'ABOUT 2.6 MILES NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0790'AT COURTLAND, LAWRENCE COUNTY, 52 FEET NORTHWEST OF A BLOCK SIGNAL
 EF0790'CONTROL BOX, AT A ROAD CROSSING, 31 FEET NORTH OF THE CENTERLINE OF
 EF0790'THE TRACK, 19 FEET EAST OF THE CENTERLINE OF THE ROAD, 2 FEET WEST OF
 EF0790'A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE TRACK.  A
 EF0790'STANDARD DISK, STAMPED B 177 1944 AND SET IN THE TOP OF A CONCRETE
 EF0790'POST PROJECTING ABOUT 0.6 FOOT ABOVE GROUND.
 EF0790
 EF0790                          STATION RECOVERY (1974)
 EF0790
 EF0790'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 EF0790'MARK NOT FOUND.
 EF0790
 EF0790                          STATION RECOVERY (1982)
 EF0790
 EF0790'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0790'NOT RECOVERED.  PROBABLY DESTROYED BY FARM EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1063 ***********************************************************************
 EF1063  DESIGNATION -  B 179
 EF1063  PID         -  EF1063
 EF1063  STATE/COUNTY-  AL/COLBERT
 EF1063  USGS QUAD   -  CHEROKEE (1988)
 EF1063
 EF1063                         *CURRENT SURVEY CONTROL
 EF1063  ___________________________________________________________________
 EF1063* NAD 83(1986)-  34 45 02.     (N)    087 56 50.     (W)     SCALED    
 EF1063* NAVD 88     -       157.974  (meters)     518.29   (feet)  ADJUSTED  
 EF1063  ___________________________________________________________________
 EF1063  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EF1063  DYNAMIC HT  -         157.821 (meters)     517.78  (feet)  COMP
 EF1063  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 EF1063
 EF1063  VERT ORDER  -  FIRST     CLASS II
 EF1063
 EF1063.The horizontal coordinates were scaled from a topographic map and have
 EF1063.an estimated accuracy of +/- 6 seconds.
 EF1063
 EF1063.The orthometric height was determined by differential leveling
 EF1063.and adjusted by the National Geodetic Survey in June 1991..
 EF1063
 EF1063.The geoid height was determined by GEOID03.
 EF1063
 EF1063.The dynamic height is computed by dividing the NAVD 88
 EF1063.geopotential number by the normal gravity value computed on the
 EF1063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1063.degrees latitude (g = 980.6199 gals.).
 EF1063
 EF1063.The modeled gravity was interpolated from observed gravity values.
 EF1063
 EF1063;                    North         East    Units  Estimated Accuracy
 EF1063;SPC AL W     -   526,860.      559,050.      MT  (+/- 180 meters Scaled)
 EF1063
 EF1063                          SUPERSEDED SURVEY CONTROL
 EF1063
 EF1063  NGVD 29 (??/??/92)  157.970  (m)          518.27   (f) ADJ UNCH    1 2
 EF1063
 EF1063.Superseded values are not recommended for survey control.
 EF1063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1063.See file dsdata.txt to determine how the superseded data were derived.
 EF1063
 EF1063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD133457(NAD 83)
 EF1063_MARKER: DB = BENCH MARK DISK
 EF1063_SETTING: 80 = SET IN A BOULDER
 EF1063_SP_SET: BOULDER
 EF1063_STAMPING: B 179 1944
 EF1063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1063+STABILITY: SURFACE MOTION
 EF1063
 EF1063  HISTORY     - Date     Condition        Report By
 EF1063  HISTORY     - 1944     MONUMENTED       CGS
 EF1063  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF1063  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF1063
 EF1063                          STATION DESCRIPTION
 EF1063
 EF1063'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF1063'3.3 MI W FROM BARTON.
 EF1063'ABOUT 3.3 MILES WESTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF1063'AT BARTON, ABOUT 1.6 MILES EAST FROM THE STATION AT CHEROKEE, ABOUT
 EF1063'0.1 MILE WEST OF A RAILROAD BRIDGE, 42.0 FEET NORTH OF THE CENTER LINE
 EF1063'OF U. S. HIGHWAY 72, 26.0 FEET SOUTH OF AND ABOUT 6 FEET BELOW THE
 EF1063'CENTER LINE OF THE RAILROAD, AND SET HORIZONTALLY IN THE TOP OF A FLAT
 EF1063'LIMESTONE BOULDER ABOUT 4 FEET IN DIAMETER AND PROJECTING ABOUT 0.5
 EF1063'FOOT.
 EF1063
 EF1063                          STATION RECOVERY (1973)
 EF1063
 EF1063'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1063'MARK NOT FOUND.
 EF1063
 EF1063                          STATION RECOVERY (1982)
 EF1063
 EF1063'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1063'NOT RECOVERED, PROBABLY TAKEN OUT BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0224 ***********************************************************************
 BU0224  DESIGNATION -  B 18
 BU0224  PID         -  BU0224
 BU0224  STATE/COUNTY-  AL/GENEVA
 BU0224  USGS QUAD   -  HACODA (1969)
 BU0224
 BU0224                         *CURRENT SURVEY CONTROL
 BU0224  ___________________________________________________________________
 BU0224* NAD 83(1986)-  31 04 20.     (N)    086 11 17.     (W)     SCALED    
 BU0224* NAVD 88     -        45.710  (meters)     149.97   (feet)  ADJUSTED  
 BU0224  ___________________________________________________________________
 BU0224  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BU0224  DYNAMIC HT  -          45.653 (meters)     149.78  (feet)  COMP
 BU0224  MODELED GRAV-     979,389.4   (mgal)                       NAVD 88
 BU0224
 BU0224  VERT ORDER  -  SECOND    CLASS 0
 BU0224
 BU0224.The horizontal coordinates were scaled from a topographic map and have
 BU0224.an estimated accuracy of +/- 6 seconds.
 BU0224
 BU0224.The orthometric height was determined by differential leveling
 BU0224.and adjusted by the National Geodetic Survey in June 1991..
 BU0224
 BU0224.The geoid height was determined by GEOID03.
 BU0224
 BU0224.The dynamic height is computed by dividing the NAVD 88
 BU0224.geopotential number by the normal gravity value computed on the
 BU0224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0224.degrees latitude (g = 980.6199 gals.).
 BU0224
 BU0224.The modeled gravity was interpolated from observed gravity values.
 BU0224
 BU0224;                    North         East    Units  Estimated Accuracy
 BU0224;SPC AL E     -    63,490.      166,150.      MT  (+/- 180 meters Scaled)
 BU0224
 BU0224                          SUPERSEDED SURVEY CONTROL
 BU0224
 BU0224  NGVD 29 (??/??/92)   45.765  (m)          150.15   (f) ADJ UNCH    2 0
 BU0224
 BU0224.Superseded values are not recommended for survey control.
 BU0224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0224.See file dsdata.txt to determine how the superseded data were derived.
 BU0224
 BU0224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV774378(NAD 83)
 BU0224_MARKER: DB = BENCH MARK DISK
 BU0224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0224_STAMPING: B 18 1934
 BU0224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0224+STABILITY: SURFACE MOTION
 BU0224
 BU0224  HISTORY     - Date     Condition        Report By
 BU0224  HISTORY     - 1934     MONUMENTED       CGS
 BU0224  HISTORY     - 1955     GOOD             NGS
 BU0224
 BU0224                          STATION DESCRIPTION
 BU0224
 BU0224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0224'2.8 MI SW FROM HACODA.
 BU0224'ABOUT 1.8 MILES SOUTHWEST ALONG STATE HIGHWAY 54 FROM THE SCHOOL AT
 BU0224'HACODA TO A POINT ABOUT 0.15 MILE NORTHEAST OF THE GENEVA-COVINGTON
 BU0224'COUNTY LINE, THENCE ABOUT 0.7 MILE NORTH AND NORTHEAST ALONG A GRADED
 BU0224'ROAD, THENCE ABOUT 0.3 MILE WEST ALONG OLD ABANDONED CENTRAL OF
 BU0224'GEORGIA RAILWAY GRADE, 47 FEET SOUTH OF CENTER LINE OF OLD RAILWAY
 BU0224'GRADE, 28 FEET SOUTHEAST OF CENTER LINE OF A TRAIL LEADING SOUTHWEST
 BU0224'AWAY FROM OLD GRADE, 62 FEET SOUTH-SOUTHEAST AND ACROSS OLD GRADE FROM
 BU0224'A TRIANGULAR BLAZED 6-INCH OAK TREE, 107 FEET EAST OF A TRIANGULAR
 BU0224'BLAZED 20-INCH OAK TREE, 78 FEET NORTHEAST OF A TRIANGULAR BLAZED
 BU0224'30-INCH OAK TREE, 102 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED TWIN
 BU0224'30-INCH OAK TREE, 18 1/2 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED
 BU0224'10-INCH PINE TREE, IN THE EAST EDGE OF AN OLD TRASH DUMP, ABOUT LEVEL
 BU0224'WITH OLD RAILWAY GRADE AND SET IN THE TOP OF A CONCRETE POST
 BU0224'PROJECTING 1 INCH ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0772 ***********************************************************************
 CM0772  DESIGNATION -  B 180
 CM0772  PID         -  CM0772
 CM0772  STATE/COUNTY-  AL/RUSSELL
 CM0772  USGS QUAD   -  FORT MITCHELL (1984)
 CM0772
 CM0772                         *CURRENT SURVEY CONTROL
 CM0772  ___________________________________________________________________
 CM0772* NAD 83(1986)-  32 19 50.     (N)    085 00 35.     (W)     SCALED    
 CM0772* NAVD 88     -        74.707  (meters)     245.10   (feet)  ADJUSTED  
 CM0772  ___________________________________________________________________
 CM0772  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 CM0772  DYNAMIC HT  -          74.622 (meters)     244.82  (feet)  COMP
 CM0772  MODELED GRAV-     979,507.3   (mgal)                       NAVD 88
 CM0772
 CM0772  VERT ORDER  -  SECOND    CLASS 0
 CM0772
 CM0772.The horizontal coordinates were scaled from a topographic map and have
 CM0772.an estimated accuracy of +/- 6 seconds.
 CM0772
 CM0772.The orthometric height was determined by differential leveling
 CM0772.and adjusted by the National Geodetic Survey in June 1991..
 CM0772
 CM0772.The geoid height was determined by GEOID03.
 CM0772
 CM0772.The dynamic height is computed by dividing the NAVD 88
 CM0772.geopotential number by the normal gravity value computed on the
 CM0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0772.degrees latitude (g = 980.6199 gals.).
 CM0772
 CM0772.The modeled gravity was interpolated from observed gravity values.
 CM0772
 CM0772;                    North         East    Units  Estimated Accuracy
 CM0772;SPC AL E     -   203,260.      277,540.      MT  (+/- 180 meters Scaled)
 CM0772
 CM0772                          SUPERSEDED SURVEY CONTROL
 CM0772
 CM0772  NGVD 29 (??/??/92)   74.728  (m)          245.17   (f) ADJ UNCH    2 0
 CM0772
 CM0772.Superseded values are not recommended for survey control.
 CM0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0772.See file dsdata.txt to determine how the superseded data were derived.
 CM0772
 CM0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA873788(NAD 83)
 CM0772_MARKER: DB = BENCH MARK DISK
 CM0772_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0772_SP_SET: CULVERT
 CM0772_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0772
 CM0772  HISTORY     - Date     Condition        Report By
 CM0772  HISTORY     - UNK      MONUMENTED       CGS
 CM0772
 CM0772                          STATION DESCRIPTION
 CM0772
 CM0772'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0772'1.3 MI SE FROM FT MITCHELL.
 CM0772'1.3 MILES SOUTHEAST ALONG THE 101 ST A/B DIVISION ROAD FROM THE
 CM0772'RAILROAD STATION AT FT. MITCHELL, ABOUT HALF WAY BETWEEN TWO T
 CM0772'INTERSECTIONS, AT A DOUBLE 18-INCH CONCRETE PIPE CULVERT UNDER THE
 CM0772'ROAD.  A BRONZE DISK, SET IN THE TOP OF THE NORTH END OF THE EAST
 CM0772'CONCRETE HEAD WALL, AND 25 FEET EAST OF THE CENTER LINE OF THE
 CM0772'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0042 ***********************************************************************
 BH0042  DESIGNATION -  B 181
 BH0042  PID         -  BH0042
 BH0042  STATE/COUNTY-  AL/MOBILE
 BH0042  USGS QUAD   -  MOBILE (1982)
 BH0042
 BH0042                         *CURRENT SURVEY CONTROL
 BH0042  ___________________________________________________________________
 BH0042* NAD 83(1986)-  30 40 03.     (N)    088 02 51.     (W)     SCALED    
 BH0042* NAVD 88     -         3.977  (meters)      13.05   (feet)  POSTED    
 BH0042  ___________________________________________________________________
 BH0042  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH0042  DYNAMIC HT  -           3.970 (meters)      13.02  (feet)  COMP
 BH0042  MODELED GRAV-     979,340.0   (mgal)                       NAVD 88
 BH0042
 BH0042  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BH0042
 BH0042.The horizontal coordinates were scaled from a topographic map and have
 BH0042.an estimated accuracy of +/- 6 seconds.
 BH0042
 BH0042.The orthometric height was determined by differential leveling
 BH0042.and adjusted by the National Geodetic Survey in 1992..
 BH0042.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BH0042.rate of 2.1 thru 3.0 mm/km.
 BH0042
 BH0042.The geoid height was determined by GEOID03.
 BH0042
 BH0042.The dynamic height is computed by dividing the NAVD 88
 BH0042.geopotential number by the normal gravity value computed on the
 BH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0042.degrees latitude (g = 980.6199 gals.).
 BH0042
 BH0042.The modeled gravity was interpolated from observed gravity values.
 BH0042
 BH0042;                    North         East    Units  Estimated Accuracy
 BH0042;SPC AL W     -    74,120.      547,530.      MT  (+/- 180 meters Scaled)
 BH0042
 BH0042                          SUPERSEDED SURVEY CONTROL
 BH0042
 BH0042  NGVD 29 (??/??/??)    3.990  (m)           13.09   (f) ADJUSTED    1 2
 BH0042
 BH0042.Superseded values are not recommended for survey control.
 BH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0042.See file dsdata.txt to determine how the superseded data were derived.
 BH0042
 BH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU996932(NAD 83)
 BH0042_MARKER: DB = BENCH MARK DISK
 BH0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0042_SP_SET: CONCRETE BASE
 BH0042_STAMPING: B 181 1944
 BH0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0042
 BH0042  HISTORY     - Date     Condition        Report By
 BH0042  HISTORY     - 1944     MONUMENTED       CGS
 BH0042  HISTORY     - 1955     MARK NOT FOUND   CGS
 BH0042
 BH0042                          STATION DESCRIPTION
 BH0042
 BH0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0042'1.7 MI SW FROM MOBILE.
 BH0042'1.7 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0042'FROM THE STATION AT MOBILE, MOBILE COUNTY, AT THE CROSSING OF THE
 BH0042'GULF, MOBILE AND OHIO RAILROAD, 34 FEET NORTHWEST OF THE CENTER OF
 BH0042'THE CROSSING, 24 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN TRACK
 BH0042'OF THE L. AND N.R.R., 15 FEET SOUTH OF THE CENTERLINE OF THE MAIN
 BH0042'TRACK OF THE G.M. AND O.R.R., AND IN THE TOP OF A CONCRETE BASE. A
 BH0042'STANDARD DISK, STAMPED B 181 1944.
 BH0042'A THOROUGH SEARCH WAS MADE, AND NO CONCRETE BASES WERE FOUND INTACT.
 BH0042'TWO LARGE CONCRETE BASES WERE FOUND UPROOTED AND TURNED UPSIDE-DOWN
 BH0042'NEAR THE LOCATION, BUT TOO LARGE TO BE TURNED OVER TO SEE IF ONE
 BH0042'CONTAINED THE DISK.  AFTER DIGGING UNDERGROUND NO CONCRETE BASE WAS
 BH0042'FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0792 ***********************************************************************
 EF0792  FBN         -  This is a Federal Base Network Control Station.
 EF0792  DESIGNATION -  B 182
 EF0792  PID         -  EF0792
 EF0792  STATE/COUNTY-  AL/LAWRENCE
 EF0792  USGS QUAD   -  COURTLAND (1974)
 EF0792
 EF0792                         *CURRENT SURVEY CONTROL
 EF0792  ___________________________________________________________________
 EF0792* NAD 83(1992)-  34 40 05.88967(N)    087 20 07.54730(W)     ADJUSTED  
 EF0792* NAVD 88     -       175.250  (meters)     574.97   (feet)  ADJUSTED  
 EF0792  ___________________________________________________________________
 EF0792  X           -     244,138.890 (meters)                     COMP
 EF0792  Y           -  -5,245,890.022 (meters)                     COMP
 EF0792  Z           -   3,607,747.596 (meters)                     COMP
 EF0792  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 EF0792  ELLIP HEIGHT-         148.57  (meters)          (08/29/05) GPS OBS
 EF0792  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EF0792  DYNAMIC HT  -         175.087 (meters)     574.43  (feet)  COMP
 EF0792  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 EF0792
 EF0792  HORZ ORDER  -  A
 EF0792  VERT ORDER  -  FIRST     CLASS II
 EF0792  ELLP ORDER  -  FOURTH    CLASS I
 EF0792
 EF0792.This mark is at Industrial Airpark  (9A4)
 EF0792
 EF0792.The horizontal coordinates were established by GPS observations
 EF0792.and adjusted by the National Geodetic Survey in August 2005..
 EF0792
 EF0792.The orthometric height was determined by differential leveling
 EF0792.and adjusted by the National Geodetic Survey in June 1991..
 EF0792
 EF0792.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF0792
 EF0792.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF0792
 EF0792.The ellipsoidal height was determined by GPS observations
 EF0792.and is referenced to NAD 83.
 EF0792
 EF0792.The geoid height was determined by GEOID03.
 EF0792
 EF0792.The dynamic height is computed by dividing the NAVD 88
 EF0792.geopotential number by the normal gravity value computed on the
 EF0792.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0792.degrees latitude (g = 980.6199 gals.).
 EF0792
 EF0792.The modeled gravity was interpolated from observed gravity values.
 EF0792
 EF0792;                    North         East     Units Scale Factor Converg.
 EF0792;SPC AL W     -   517,659.628   615,082.686   MT  0.99993614   +0 05 37.0
 EF0792;UTM  16      - 3,836,311.269   469,268.410   MT  0.99961164   -0 11 26.9
 EF0792
 EF0792!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF0792!SPC AL W     -   0.99997668  x   0.99993614  =   0.99991282
 EF0792!UTM  16      -   0.99997668  x   0.99961164  =   0.99958833
 EF0792
 EF0792                          SUPERSEDED SURVEY CONTROL
 EF0792
 EF0792  ELLIP H (07/29/02)  148.53   (m)                       GP(       ) 4 1
 EF0792  NAD 83(1992)-  34 40 05.88904(N)    087 20 07.54725(W) AD(       ) 1
 EF0792  ELLIP H (12/04/92)  148.58   (m)                       GP(       ) 4 1
 EF0792  NAD 83(1992)-  34 40 05.89607(N)    087 20 07.54431(W) AD(       ) 1
 EF0792  NAVD 88 (08/29/05)  175.25   (m)          575.0    (f) LEVELING    3  
 EF0792  NGVD 29 (??/??/92)  175.222  (m)          574.87   (f) ADJ UNCH    1 2
 EF0792
 EF0792.Superseded values are not recommended for survey control.
 EF0792.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0792.See file dsdata.txt to determine how the superseded data were derived.
 EF0792
 EF0792_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6926836311(NAD 83)
 EF0792_MARKER: DB = BENCH MARK DISK
 EF0792_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0792_SP_SET: CONCRETE POST
 EF0792_STAMPING: B 182 1945
 EF0792_MARK LOGO: CGS   
 EF0792_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF0792_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0792+STABILITY: SURFACE MOTION
 EF0792_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0792+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 EF0792
 EF0792  HISTORY     - Date     Condition        Report By
 EF0792  HISTORY     - 1945     MONUMENTED       CGS
 EF0792  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0792  HISTORY     - 19900419 GOOD             ALHD
 EF0792  HISTORY     - 19910725 GOOD             ALHD
 EF0792  HISTORY     - 19920128 GOOD
 EF0792  HISTORY     - 19941117 GOOD             ALHD
 EF0792  HISTORY     - 20040324 GOOD             ALHD
 EF0792  HISTORY     - 20040622 GOOD             ALDOT
 EF0792
 EF0792                          STATION DESCRIPTION
 EF0792
 EF0792'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EF0792'1.6 MI W FROM COURTLAND.
 EF0792'ABOUT 1.6 MILES WEST OF COURTLAND AT THE ENTRANCE TO THE COURTLAND
 EF0792'ARMY AIR FIELD, 15.0 FEET SOUTH OF GUARD HOUSE BLDG. NO. T 376, 2.2
 EF0792'FEET NORTH OF THE SOUTH END OF ISLAND.  A BRONZE DISK SET IN THE TOP
 EF0792'OF A CONCRETE POST WHICH IS FLUSH WITH THE GROUND.
 EF0792
 EF0792                          STATION RECOVERY (1982)
 EF0792
 EF0792'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0792'NOT RECOVERED, AIR FIELD AND GUARD HOUSE ARE GONE, PROBABLY DESTROYED.
 EF0792
 EF0792                          STATION RECOVERY (1990)
 EF0792
 EF0792'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF0792'THE STATION IS LOCATED IN LAWRENCE COUNTY ON PROPERTY OWNED BY THE
 EF0792'INDUSTRIAL AIR PARK, ABOUT 2.41 KM (1.50 MI) WEST - SOUTHWEST OF
 EF0792'COURTLAND AND ABOUT 6.52 KM (4.05 MI) EAST - SOUTHEAST OF TOWN CREEK.
 EF0792'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 ALTERNATE, ALA 20,
 EF0792'AND LAWRENCE COUNTY ROAD NO. 585 AT A LARGE INDUSTRIAL AIR PARK SIGN,
 EF0792'MILE POST 45.55 ON ALA 20, DRIVE SOUTH ON LAWRENCE COUNTY ROAD NO.
 EF0792'585 1.37 KM (0.85 MI) TO THE ENTRANCE TO THE INDUSTRIAL PARK ON THE
 EF0792'LEFT, TURN LEFT ON THE ENTRANCE ROAD AND DRIVE EASTERLY 2.41 KM
 EF0792'(1.50 MI) TO A PAVED CROSS ROAD, TURN LEFT ON THE PAVED ROAD AND
 EF0792'DRIVE NORTHEAST 0.64 KM (0.40 MI) TO THE STATION IN THE SOUTH END OF
 EF0792'OLD GUARD HOUSE ISLAND IN THE MIDDLE OF THE ROAD.
 EF0792'THE STATION IS LOCATED IN THE SOUTH END OF THE OLD GUARD HOUSE ISLAND
 EF0792'IN THE MIDDLE OF THE ROAD, 0.46 M (1.51 FT) NORTHEAST OF THE STONE
 EF0792'BOUNDRY AROUND THE ISLAND, 4.54 M (14.89 FT) SOUTHWEST OF THE
 EF0792'SOUTHWEST EDGE OF THE OLD GUARD HOUSE FOUNDATION SLAB, 9.48 M
 EF0792'(31.10 FT) SOUTH - SOUTHWEST OF A THREE INCH STEEL POST AT THE
 EF0792'NORTHWEST CORNER OF THE CONCRETE SLAB, 9.48 M (31.10 FT) SOUTHWEST OF
 EF0792'A THREE INCH POST AT THE NORTHEAST CORNER OF THE CONCRETE SLAB, 16.09
 EF0792'M (52.79 FT) SOUTH - SOUTHEAST OF A CONCRETE BURIED CABLE MARKER,
 EF0792'28.32 M (92.91 FT) SOUTH OF TELEPHONE CABLE PEDESTAL NO. PED 11,
 EF0792'28.47 M (93.41 FT) SOUTH OF A JUNCTION POWER POLE, 0.15 M (0.49 FT)
 EF0792'SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF0792'STATION 40 - 9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF0792'ELEVATION 574.874 FEET OR 175.222 METERS.
 EF0792
 EF0792                          STATION RECOVERY (1991)
 EF0792
 EF0792'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF0792'THE STATION IS LOCATED IN LAWRENCE COUNTY ON PROPERTY OWNED BY THE
 EF0792'INDUSTRIAL AIR PARK, ABOUT 2.41 KM (1.50 MI) WEST-SOUTHWEST OF
 EF0792'COURTLAND AND ABOUT 6.52 KM (4.05 MI) EAST-SOUTHEAST OF TOWN CREEK.
 EF0792'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 ALTERNATE, ALA 20,
 EF0792'AND LAWRENCE COUNTY ROAD NO. 585 AT A LARGE INDUSTRIAL AIR PARK SIGN,
 EF0792'MILE POST 45.55 ON ALA 20, DRIVE SOUTH ON LAWRENCE COUNTY ROAD NO.
 EF0792'585 FOR 1.37 KM (0.85 MI) TO THE ENTRANCE TO THE INDUSTRIAL PARK ON
 EF0792'THE LEFT, TURN LEFT ON THE ENTRANCE ROAD AND DRIVE EASTERLY FOR 2.41
 EF0792'KM (1.50 MI) TO A PAVED CROSS ROAD, TURN LEFT ON THE PAVED ROAD AND
 EF0792'DRIVE NORTHEAST FOR 0.64 KM (0.40 MI) TO THE STATION IN THE SOUTH END
 EF0792'OF OLD GUARD HOUSE ISLAND IN THE MIDDLE OF THE ROAD.
 EF0792'THE STATION IS LOCATED IN THE SOUTH END OF THE OLD GUARD HOUSE ISLAND
 EF0792'IN THE MIDDLE OF THE ROAD, 0.46 M (1.51 FT) NORTHEAST OF THE STONE
 EF0792'BOUNDRY AROUND THE ISLAND, 4.54 M (14.89 FT) SOUTHWEST OF THE
 EF0792'SOUTHWEST EDGE OF THE OLD GUARD HOUSE FOUNDATION SLAB, 9.48 M
 EF0792'(31.10 FT) SOUTH-SOUTHWEST OF A THREE-INCH STEEL POST AT THE
 EF0792'NORTHWEST CORNER OF THE CONCRETE SLAB, 9.48 M (31.10 FT) SOUTHWEST OF
 EF0792'A THREE-INCH POST AT THE NORTHEAST CORNER OF THE CONCRETE SLAB, 16.09
 EF0792'M (52.79 FT) SOUTH-SOUTHEAST OF A CONCRETE BURIED CABLE MARKER, 28.32
 EF0792'M (92.91 FT) SOUTH OF TELEPHONE CABLE PEDESTAL NO. PED 11, 28.47 M
 EF0792'(93.41 FT) SOUTH OF A JUNCTION POWER POLE, 0.15 M (0.49 FT) SOUTHWEST
 EF0792'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF0792'STATION 40-9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF0792'ELEVATION 574.874 FEET (175.222 M) OR 175.222 METERS.
 EF0792
 EF0792                          STATION RECOVERY (1992)
 EF0792
 EF0792'RECOVERED 1992
 EF0792'RECOVERED IN GOOD CONDITION.
 EF0792
 EF0792                          STATION RECOVERY (1994)
 EF0792
 EF0792'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 EF0792'THE STATION IS LOCATED IN LAWRENCE COUNTY ON PROPERTY OWNED BY THE
 EF0792'INDUSTRIAL AIR PARK, ABOUT 2.41 KM (1.50 MI) WEST-SOUTHWEST OF
 EF0792'COURTLAND AND ABOUT 6.52 KM (4.05 MI) EAST-SOUTHEAST OF TOWN CREEK.
 EF0792' 
 EF0792'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 ALTERNATE, ALA 20,
 EF0792'AND LAWRENCE COUNTY ROAD NO. 585 AT A LARGE INDUSTRIAL AIR PARK SIGN,
 EF0792'MILE POST 45.55 ON ALA 20, DRIVE SOUTH ON LAWRENCE COUNTY ROAD NO. 585
 EF0792'FOR 1.37 KM (0.85 MI) TO THE ENTRANCE TO THE INDUSTRIAL PARK ON THE
 EF0792'LEFT, TURN LEFT ON THE ENTRANCE ROAD AND DRIVE EASTERLY FOR 2.41 KM
 EF0792'(1.50 MI) TO A PAVED CROSS ROAD, TURN LEFT ON THE PAVED ROAD AND DRIVE
 EF0792'NORTHEAST FOR 0.64 KM (0.40 MI) TO THE STATION IN THE SOUTH END OF OLD
 EF0792'GUARD HOUSE ISLAND IN THE MIDDLE OF THE ROAD.
 EF0792' 
 EF0792'THE STATION IS LOCATED IN THE SOUTH END OF THE OLD GUARD HOUSE ISLAND
 EF0792'IN THE MIDDLE OF THE ROAD, 0.46 M (1.51 FT) NORTHEAST OF THE STONE
 EF0792'BOUNDRY AROUND THE ISLAND, 4.54 M (14.89 FT) SOUTHWEST OF THE
 EF0792'SOUTHWEST EDGE OF THE OLD GUARD HOUSE FOUNDATION SLAB, 9.48 M (31.10
 EF0792'FT) SOUTH-SOUTHWEST OF A THREE-INCH STEEL POST AT THE NORTHWEST CORNER
 EF0792'OF THE CONCRETE SLAB, 9.48 M (31.10 FT) SOUTHWEST OF A THREE-INCH POST
 EF0792'AT THE NORTHEAST CORNER OF THE CONCRETE SLAB, 16.09 M (52.79 FT)
 EF0792'SOUTH-SOUTHEAST OF A CONCRETE BURIED CABLE MARKER, 28.32 M (92.91 FT)
 EF0792'SOUTH OF TELEPHONE CABLE PEDESTAL NO. PED 11, 28.47 M (93.41 FT) SOUTH
 EF0792'OF A JUNCTION POWER POLE, 0.15 M (0.49 FT) SOUTHWEST OF A CARSONITE
 EF0792'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 EF0792' 
 EF0792'STATION 40-9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF0792
 EF0792                          STATION RECOVERY (2004)
 EF0792
 EF0792'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF0792'RECOVERED IN GOOD CONDITION.
 EF0792
 EF0792                          STATION RECOVERY (2004)
 EF0792
 EF0792'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2004 (WKK)
 EF0792'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0248 ***********************************************************************
 EG0248  DESIGNATION -  B 183
 EG0248  PID         -  EG0248
 EG0248  STATE/COUNTY-  AL/FRANKLIN
 EG0248  USGS QUAD   -  VINA (1976)
 EG0248
 EG0248                         *CURRENT SURVEY CONTROL
 EG0248  ___________________________________________________________________
 EG0248* NAD 83(1986)-  34 21 41.     (N)    088 02 11.     (W)     SCALED    
 EG0248* NAVD 88     -       233.253  (meters)     765.26   (feet)  ADJUSTED  
 EG0248  ___________________________________________________________________
 EG0248  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EG0248  DYNAMIC HT  -         233.017 (meters)     764.49  (feet)  COMP
 EG0248  MODELED GRAV-     979,618.8   (mgal)                       NAVD 88
 EG0248
 EG0248  VERT ORDER  -  SECOND    CLASS 0
 EG0248
 EG0248.The horizontal coordinates were scaled from a topographic map and have
 EG0248.an estimated accuracy of +/- 6 seconds.
 EG0248
 EG0248.The orthometric height was determined by differential leveling
 EG0248.and adjusted by the National Geodetic Survey in June 1991..
 EG0248
 EG0248.The geoid height was determined by GEOID03.
 EG0248
 EG0248.The dynamic height is computed by dividing the NAVD 88
 EG0248.geopotential number by the normal gravity value computed on the
 EG0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0248.degrees latitude (g = 980.6199 gals.).
 EG0248
 EG0248.The modeled gravity was interpolated from observed gravity values.
 EG0248
 EG0248;                    North         East    Units  Estimated Accuracy
 EG0248;SPC AL W     -   483,730.      550,660.      MT  (+/- 180 meters Scaled)
 EG0248
 EG0248                          SUPERSEDED SURVEY CONTROL
 EG0248
 EG0248  NGVD 29 (??/??/92)  233.201  (m)          765.09   (f) ADJ UNCH    2 0
 EG0248
 EG0248.Superseded values are not recommended for survey control.
 EG0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0248.See file dsdata.txt to determine how the superseded data were derived.
 EG0248
 EG0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD046027(NAD 83)
 EG0248_MARKER: DB = BENCH MARK DISK
 EG0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0248_STAMPING: B 183 1945
 EG0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0248+STABILITY: SURFACE MOTION
 EG0248
 EG0248  HISTORY     - Date     Condition        Report By
 EG0248  HISTORY     - 1945     MONUMENTED       CGS
 EG0248  HISTORY     - 1950     GOOD             TVA
 EG0248  HISTORY     - 20050526 MARK NOT FOUND   ALHD
 EG0248
 EG0248                          STATION DESCRIPTION
 EG0248
 EG0248'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EG0248'2.0 MI E FROM VINA.
 EG0248'ABOUT 2.0 MILES EAST ALONG THE RED BAY-HACKLEBURG ROAD FROM THE
 EG0248'ILLINOIS CENTRAL RAILROAD STATION AT VINA, 163 FEET NORTHWEST OF THE
 EG0248'WEST CORNER OF A HOUSE AT THE JUNCTION OF THE ROAD LEADING SOUTH TO
 EG0248'BEXAR, 122 FEET NORTHWEST OF THE CENTER OF THE TRIANGLE FORMED BY THE
 EG0248'JUNCTION, 26.5 FEET SOUTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE
 EG0248'OF THE ROAD, 6.5 FEET SOUTHWEST OF A WIRE FENCE, 2.0 FEET SOUTHEAST OF
 EG0248'A WHITE WOODEN WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A
 EG0248'CONCRETE POST, PROJECTING 5 IN. ABOVE THE GROUND.
 EG0248
 EG0248                          STATION RECOVERY (1950)
 EG0248
 EG0248'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0248'RECOVERED IN GOOD CONDITION.
 EG0248
 EG0248                          STATION RECOVERY (2005)
 EG0248
 EG0248'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EG0248'AREA HAS BEEN GRADED AND A NEW HOUSE BUILT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG1277 ***********************************************************************
 EG1277  DESIGNATION -  B 184
 EG1277  PID         -  EG1277
 EG1277  STATE/COUNTY-  AL/MARION
 EG1277  USGS QUAD   -  WESTON (1982)
 EG1277
 EG1277                         *CURRENT SURVEY CONTROL
 EG1277  ___________________________________________________________________
 EG1277* NAD 83(1986)-  34 14 24.     (N)    088 00 15.     (W)     SCALED    
 EG1277* NAVD 88     -       217.958  (meters)     715.08   (feet)  ADJUSTED  
 EG1277  ___________________________________________________________________
 EG1277  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EG1277  DYNAMIC HT  -         217.738 (meters)     714.36  (feet)  COMP
 EG1277  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 EG1277
 EG1277  VERT ORDER  -  SECOND    CLASS 0
 EG1277
 EG1277.The horizontal coordinates were scaled from a topographic map and have
 EG1277.an estimated accuracy of +/- 6 seconds.
 EG1277
 EG1277.The orthometric height was determined by differential leveling
 EG1277.and adjusted by the National Geodetic Survey in June 1991..
 EG1277
 EG1277.The geoid height was determined by GEOID03.
 EG1277
 EG1277.The dynamic height is computed by dividing the NAVD 88
 EG1277.geopotential number by the normal gravity value computed on the
 EG1277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1277.degrees latitude (g = 980.6199 gals.).
 EG1277
 EG1277.The modeled gravity was interpolated from observed gravity values.
 EG1277
 EG1277;                    North         East    Units  Estimated Accuracy
 EG1277;SPC AL W     -   470,250.      553,560.      MT  (+/- 180 meters Scaled)
 EG1277
 EG1277                          SUPERSEDED SURVEY CONTROL
 EG1277
 EG1277  NGVD 29 (??/??/92)  217.900  (m)          714.89   (f) ADJ UNCH    2 0
 EG1277
 EG1277.Superseded values are not recommended for survey control.
 EG1277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1277.See file dsdata.txt to determine how the superseded data were derived.
 EG1277
 EG1277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC075892(NAD 83)
 EG1277_MARKER: DB = BENCH MARK DISK
 EG1277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1277_STAMPING: B 184 1945
 EG1277_MARK LOGO: CGS   
 EG1277_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1277_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1277+STABILITY: SURFACE MOTION
 EG1277
 EG1277  HISTORY     - Date     Condition        Report By
 EG1277  HISTORY     - 194512   MONUMENTED       CGS
 EG1277
 EG1277                          STATION DESCRIPTION
 EG1277
 EG1277'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CS)
 EG1277'17.0 MI (27.4 KM) NORTH AND WEST OF HAMILTON. FROM THE COURTHOUSE AT
 EG1277'HAMILTON GO NORTHEAST 8.0 MI (12.9 KM) ALONG US HIGHWAY 43 TO DEES
 EG1277'STORE, THENCE ABOUT 5.2 MI (8.4 KM) IN A WESTERLY DIRECTION TO THE NEW
 EG1277'HOME SCHOOL, THENCE SOUTH 1.2 MI (1.9 KM) TO THE T JUNCTION OF A ROAD
 EG1277'LEADING WEST, THENCE WEST AND WINDING 2.6 MI (4.2 KM) TO THE BENCH
 EG1277'MARK.  AT THE LEVEL TOP OF THE HILL, AT THE NORTHEAST END OF A ROW OF
 EG1277'PINE TREES BETWEEN THE ROAD AND A FORMER FIELD, 25 FT (7.6 M)
 EG1277'NORTHWEST OF LEVEL WITH THE CENTER LINE OF THE ROAD, 20 FT (6.1 M)
 EG1277'WEST OF A TRIANGULAR BLAZED WHITE OAK TREE, 2 FT (0.6 M) NORTHEAST OF
 EG1277'A WHITE, WOODEN WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A
 EG1277'CONCRETE POST, PROJECTING 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0088 ***********************************************************************
 DJ0088  DESIGNATION -  B 185
 DJ0088  PID         -  DJ0088
 DJ0088  STATE/COUNTY-  AL/LAMAR
 DJ0088  USGS QUAD   -  VERNON (1985)
 DJ0088
 DJ0088                         *CURRENT SURVEY CONTROL
 DJ0088  ___________________________________________________________________
 DJ0088* NAD 83(1986)-  33 45 41.     (N)    088 02 21.     (W)     SCALED    
 DJ0088* NAVD 88     -       158.036  (meters)     518.49   (feet)  ADJUSTED  
 DJ0088  ___________________________________________________________________
 DJ0088  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DJ0088  DYNAMIC HT  -         157.872 (meters)     517.95  (feet)  COMP
 DJ0088  MODELED GRAV-     979,594.6   (mgal)                       NAVD 88
 DJ0088
 DJ0088  VERT ORDER  -  SECOND    CLASS 0
 DJ0088
 DJ0088.The horizontal coordinates were scaled from a topographic map and have
 DJ0088.an estimated accuracy of +/- 6 seconds.
 DJ0088
 DJ0088.The orthometric height was determined by differential leveling
 DJ0088.and adjusted by the National Geodetic Survey in June 1991..
 DJ0088
 DJ0088.The geoid height was determined by GEOID03.
 DJ0088
 DJ0088.The dynamic height is computed by dividing the NAVD 88
 DJ0088.geopotential number by the normal gravity value computed on the
 DJ0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0088.degrees latitude (g = 980.6199 gals.).
 DJ0088
 DJ0088.The modeled gravity was interpolated from observed gravity values.
 DJ0088
 DJ0088;                    North         East    Units  Estimated Accuracy
 DJ0088;SPC AL W     -   417,180.      550,050.      MT  (+/- 180 meters Scaled)
 DJ0088
 DJ0088                          SUPERSEDED SURVEY CONTROL
 DJ0088
 DJ0088  NGVD 29 (??/??/92)  157.999  (m)          518.37   (f) ADJ UNCH    2 0
 DJ0088
 DJ0088.Superseded values are not recommended for survey control.
 DJ0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0088.See file dsdata.txt to determine how the superseded data were derived.
 DJ0088
 DJ0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC037361(NAD 83)
 DJ0088_MARKER: DB = BENCH MARK DISK
 DJ0088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0088_STAMPING: B 185 1946
 DJ0088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0088+STABILITY: SURFACE MOTION
 DJ0088
 DJ0088  HISTORY     - Date     Condition        Report By
 DJ0088  HISTORY     - 1946     MONUMENTED       CGS
 DJ0088
 DJ0088                          STATION DESCRIPTION
 DJ0088
 DJ0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0088'2.75 MI W FROM CROSSVILLE.
 DJ0088'ABOUT 2.75 MILES WEST ALONG STATE HIGHWAY 18 FROM CROSSVILLE, ON THE
 DJ0088'EAST SLOPE OF A HILL, AT A SCHOOL BUS WAITING STATION, 22 FEET EAST OF
 DJ0088'THE CENTER OF A SIDE ROAD LEADING NORTH, 37 FEET NORTHWEST OF THE
 DJ0088'CENTER OF THE HIGHWAY, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST
 DJ0088'AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1801 ***********************************************************************
 DH1801  DESIGNATION -  B 186
 DH1801  PID         -  DH1801
 DH1801  STATE/COUNTY-  AL/FAYETTE
 DH1801  USGS QUAD   -  BLUFF (1983)
 DH1801
 DH1801                         *CURRENT SURVEY CONTROL
 DH1801  ___________________________________________________________________
 DH1801* NAD 83(1986)-  33 49 29.     (N)    087 53 00.     (W)     SCALED    
 DH1801* NAVD 88     -       169.337  (meters)     555.57   (feet)  ADJUSTED  
 DH1801  ___________________________________________________________________
 DH1801  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DH1801  DYNAMIC HT  -         169.161 (meters)     554.99  (feet)  COMP
 DH1801  MODELED GRAV-     979,591.5   (mgal)                       NAVD 88
 DH1801
 DH1801  VERT ORDER  -  SECOND    CLASS 0
 DH1801
 DH1801.The horizontal coordinates were scaled from a topographic map and have
 DH1801.an estimated accuracy of +/- 6 seconds.
 DH1801
 DH1801.The orthometric height was determined by differential leveling
 DH1801.and adjusted by the National Geodetic Survey in June 1991..
 DH1801
 DH1801.The geoid height was determined by GEOID03.
 DH1801
 DH1801.The dynamic height is computed by dividing the NAVD 88
 DH1801.geopotential number by the normal gravity value computed on the
 DH1801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1801.degrees latitude (g = 980.6199 gals.).
 DH1801
 DH1801.The modeled gravity was interpolated from observed gravity values.
 DH1801
 DH1801;                    North         East    Units  Estimated Accuracy
 DH1801;SPC AL W     -   424,140.      564,520.      MT  (+/- 180 meters Scaled)
 DH1801
 DH1801                          SUPERSEDED SURVEY CONTROL
 DH1801
 DH1801  NGVD 29 (??/??/92)  169.286  (m)          555.40   (f) ADJ UNCH    2 0
 DH1801
 DH1801.Superseded values are not recommended for survey control.
 DH1801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1801.See file dsdata.txt to determine how the superseded data were derived.
 DH1801
 DH1801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC182430(NAD 83)
 DH1801_MARKER: DB = BENCH MARK DISK
 DH1801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1801_STAMPING: B 186 1946
 DH1801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1801+STABILITY: SURFACE MOTION
 DH1801
 DH1801  HISTORY     - Date     Condition        Report By
 DH1801  HISTORY     - 1946     MONUMENTED       CGS
 DH1801
 DH1801                          STATION DESCRIPTION
 DH1801
 DH1801'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1801'1.55 MI NE FROM BLUFF.
 DH1801'ABOUT 1.55 MILES NORTHEAST ALONG A GRAVEL ROAD FROM BLUFF, AT A CROSS
 DH1801'ROAD, 25 FEET SOUTH OF THE CENTER OF THE EAST-WEST ROAD, 24 FEET WEST
 DH1801'OF THE CENTER OF THE NORTH-SOUTH ROAD, ABOUT 6 FEET ABOVE THE CENTER
 DH1801'OF THE INTERSECTION, AND 3 FEET WEST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1667 ***********************************************************************
 DH1667  DESIGNATION -  B 187
 DH1667  PID         -  DH1667
 DH1667  STATE/COUNTY-  AL/FAYETTE
 DH1667  USGS QUAD   -  NEWTONVILLE (1967)
 DH1667
 DH1667                         *CURRENT SURVEY CONTROL
 DH1667  ___________________________________________________________________
 DH1667* NAD 83(1986)-  33 35 22.     (N)    087 48 52.     (W)     SCALED    
 DH1667* NAVD 88     -        95.105  (meters)     312.02   (feet)  ADJUSTED  
 DH1667  ___________________________________________________________________
 DH1667  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DH1667  DYNAMIC HT  -          95.004 (meters)     311.69  (feet)  COMP
 DH1667  MODELED GRAV-     979,579.0   (mgal)                       NAVD 88
 DH1667
 DH1667  VERT ORDER  -  SECOND    CLASS 0
 DH1667
 DH1667.The horizontal coordinates were scaled from a topographic map and have
 DH1667.an estimated accuracy of +/- 6 seconds.
 DH1667
 DH1667.The orthometric height was determined by differential leveling
 DH1667.and adjusted by the National Geodetic Survey in June 1991..
 DH1667
 DH1667.The geoid height was determined by GEOID03.
 DH1667
 DH1667.The dynamic height is computed by dividing the NAVD 88
 DH1667.geopotential number by the normal gravity value computed on the
 DH1667.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1667.degrees latitude (g = 980.6199 gals.).
 DH1667
 DH1667.The modeled gravity was interpolated from observed gravity values.
 DH1667
 DH1667;                    North         East    Units  Estimated Accuracy
 DH1667;SPC AL W     -   398,030.      570,810.      MT  (+/- 180 meters Scaled)
 DH1667
 DH1667                          SUPERSEDED SURVEY CONTROL
 DH1667
 DH1667  NGVD 29 (??/??/92)   95.060  (m)          311.88   (f) ADJ UNCH    2 0
 DH1667
 DH1667.Superseded values are not recommended for survey control.
 DH1667.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1667.See file dsdata.txt to determine how the superseded data were derived.
 DH1667
 DH1667_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC244169(NAD 83)
 DH1667_MARKER: DB = BENCH MARK DISK
 DH1667_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1667_SP_SET: CULVERT
 DH1667_STAMPING: B 187 1946
 DH1667_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1667
 DH1667  HISTORY     - Date     Condition        Report By
 DH1667  HISTORY     - 1946     MONUMENTED       CGS
 DH1667  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH1667
 DH1667                          STATION DESCRIPTION
 DH1667
 DH1667'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1667'7.0 MI S FROM FAYETTE.
 DH1667'ABOUT 7.0 MILES SOUTH ALONG THE MOORES BRIDGE ROAD FROM THE SOUTHERN
 DH1667'RAILWAY STATION IN FAYETTE, 0.3 MILE SOUTH OF THE JUNCTION WITH A SIDE
 DH1667'ROAD LEADING WEST, 0.2 MILE SOUTH OF A SMALL SHOP AND HOUSE, AT THE
 DH1667'FOOT OF A SMALL HILL, 6 INCHES SOUTH OF THE NORTH END OF THE WEST
 DH1667'HEADWALL OF A CONCRETE CULVERT, 11 FEET WEST OF THE CENTER OF THE
 DH1667'ROAD, LEVEL WITH THE CENTER OF THE ROAD.
 DH1667
 DH1667                          STATION RECOVERY (1966)
 DH1667
 DH1667'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH1667'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2090 ***********************************************************************
 DH2090  DESIGNATION -  B 188
 DH2090  PID         -  DH2090
 DH2090  STATE/COUNTY-  AL/TUSCALOOSA
 DH2090  USGS QUAD   -  ELROD (1967)
 DH2090
 DH2090                         *CURRENT SURVEY CONTROL
 DH2090  ___________________________________________________________________
 DH2090* NAD 83(1986)-  33 22 17.     (N)    087 46 59.     (W)     SCALED    
 DH2090* NAVD 88     -        87.474  (meters)     286.99   (feet)  ADJUSTED  
 DH2090  ___________________________________________________________________
 DH2090  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DH2090  DYNAMIC HT  -          87.379 (meters)     286.68  (feet)  COMP
 DH2090  MODELED GRAV-     979,551.3   (mgal)                       NAVD 88
 DH2090
 DH2090  VERT ORDER  -  SECOND    CLASS 0
 DH2090
 DH2090.The horizontal coordinates were scaled from a topographic map and have
 DH2090.an estimated accuracy of +/- 6 seconds.
 DH2090
 DH2090.The orthometric height was determined by differential leveling
 DH2090.and adjusted by the National Geodetic Survey in June 1991..
 DH2090
 DH2090.The geoid height was determined by GEOID03.
 DH2090
 DH2090.The dynamic height is computed by dividing the NAVD 88
 DH2090.geopotential number by the normal gravity value computed on the
 DH2090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2090.degrees latitude (g = 980.6199 gals.).
 DH2090
 DH2090.The modeled gravity was interpolated from observed gravity values.
 DH2090
 DH2090;                    North         East    Units  Estimated Accuracy
 DH2090;SPC AL W     -   373,840.      573,660.      MT  (+/- 180 meters Scaled)
 DH2090
 DH2090                          SUPERSEDED SURVEY CONTROL
 DH2090
 DH2090  NGVD 29 (??/??/92)   87.424  (m)          286.82   (f) ADJ UNCH    2 0
 DH2090
 DH2090.Superseded values are not recommended for survey control.
 DH2090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2090.See file dsdata.txt to determine how the superseded data were derived.
 DH2090
 DH2090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB271927(NAD 83)
 DH2090_MARKER: DB = BENCH MARK DISK
 DH2090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2090_STAMPING: B 188 1946
 DH2090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2090+STABILITY: SURFACE MOTION
 DH2090
 DH2090  HISTORY     - Date     Condition        Report By
 DH2090  HISTORY     - 1946     MONUMENTED       CGS
 DH2090  HISTORY     - 20050517 MARK NOT FOUND   ALHD
 DH2090
 DH2090                          STATION DESCRIPTION
 DH2090
 DH2090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2090'6.1 MI S FROM MOORES BRIDGE.
 DH2090'ABOUT 6.1 MILES SOUTH ALONG A ROAD LEADING TO ELROD FROM THE POST
 DH2090'OFFICE AT MOORES BRIDGE, AT A FARM HOUSE, 79 FEET SOUTHWEST OF A POWER
 DH2090'LINE POLE, 71 FEET EAST OF THE NORTHEAST CORNER OF THE FARM HOUSE, 18
 DH2090'FEET NORTH OF THE NORTHWEST CORNER OF A SMALL BARN, 23 FEET EAST OF
 DH2090'AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 6 FEET EAST OF A
 DH2090'FENCE LINE, 2 FEET NORTH OF A WOODEN WITNESS POST.  A BRONZE DISK SET
 DH2090'IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 DH2090
 DH2090                          STATION RECOVERY (2005)
 DH2090
 DH2090'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2090'ROAD HAS BEEN SHIFTED EAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2111 ***********************************************************************
 DH2111  DESIGNATION -  B 189
 DH2111  PID         -  DH2111
 DH2111  STATE/COUNTY-  AL/PICKENS
 DH2111  USGS QUAD   -  BROWNVILLE (1981)
 DH2111
 DH2111                         *CURRENT SURVEY CONTROL
 DH2111  ___________________________________________________________________
 DH2111* NAD 83(1986)-  33 27 43.     (N)    087 50 51.     (W)     SCALED    
 DH2111* NAVD 88     -       170.838  (meters)     560.49   (feet)  ADJUSTED  
 DH2111  ___________________________________________________________________
 DH2111  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DH2111  DYNAMIC HT  -         170.655 (meters)     559.89  (feet)  COMP
 DH2111  MODELED GRAV-     979,562.1   (mgal)                       NAVD 88
 DH2111
 DH2111  VERT ORDER  -  SECOND    CLASS 0
 DH2111
 DH2111.The horizontal coordinates were scaled from a topographic map and have
 DH2111.an estimated accuracy of +/- 6 seconds.
 DH2111
 DH2111.The orthometric height was determined by differential leveling
 DH2111.and adjusted by the National Geodetic Survey in June 1991..
 DH2111
 DH2111.The geoid height was determined by GEOID03.
 DH2111
 DH2111.The dynamic height is computed by dividing the NAVD 88
 DH2111.geopotential number by the normal gravity value computed on the
 DH2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2111.degrees latitude (g = 980.6199 gals.).
 DH2111
 DH2111.The modeled gravity was interpolated from observed gravity values.
 DH2111
 DH2111;                    North         East    Units  Estimated Accuracy
 DH2111;SPC AL W     -   383,900.      567,700.      MT  (+/- 180 meters Scaled)
 DH2111
 DH2111                          SUPERSEDED SURVEY CONTROL
 DH2111
 DH2111  NGVD 29 (??/??/92)  170.787  (m)          560.32   (f) ADJ UNCH    2 0
 DH2111
 DH2111.Superseded values are not recommended for survey control.
 DH2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2111.See file dsdata.txt to determine how the superseded data were derived.
 DH2111
 DH2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC212028(NAD 83)
 DH2111_MARKER: DB = BENCH MARK DISK
 DH2111_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2111_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2111_STAMPING: B 189 1946
 DH2111_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2111+STABILITY: SURFACE MOTION
 DH2111
 DH2111  HISTORY     - Date     Condition        Report By
 DH2111  HISTORY     - 1946     MONUMENTED       CGS
 DH2111  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2111
 DH2111                          STATION DESCRIPTION
 DH2111
 DH2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2111'4.2 MI W FROM MOORES BRIDGE.
 DH2111'ABOUT 0.2 MILE NORTH AND 4.0 MILES WEST ALONG THE ROAD TO PALMETTO
 DH2111'FROM THE POST OFFICE AT MOORES BRIDGE, 0.3 MILE WEST OF A FARM HOUSE
 DH2111'AND 0.2 MILE NORTH OF A SECOND FARM HOUSE, 39 FEET NORTHEAST OF THE
 DH2111'EAST END OF A SMALL WOODEN BIRDGE, 25 FEET EAST OF THE CENTER OF THE
 DH2111'ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
 DH2111
 DH2111                          STATION RECOVERY (1966)
 DH2111
 DH2111'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH2111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0808 ***********************************************************************
 BT0808  DESIGNATION -  B 19
 BT0808  PID         -  BT0808
 BT0808  STATE/COUNTY-  AL/GENEVA
 BT0808  USGS QUAD   -  DOTHAN WEST (1981)
 BT0808
 BT0808                         *CURRENT SURVEY CONTROL
 BT0808  ___________________________________________________________________
 BT0808* NAD 83(1986)-  31 08 44.     (N)    085 29 19.     (W)     SCALED    
 BT0808* NAVD 88     -        89.062  (meters)     292.20   (feet)  ADJUSTED  
 BT0808  ___________________________________________________________________
 BT0808  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BT0808  DYNAMIC HT  -          88.950 (meters)     291.83  (feet)  COMP
 BT0808  MODELED GRAV-     979,381.4   (mgal)                       NAVD 88
 BT0808
 BT0808  VERT ORDER  -  SECOND    CLASS 0
 BT0808
 BT0808.The horizontal coordinates were scaled from a topographic map and have
 BT0808.an estimated accuracy of +/- 6 seconds.
 BT0808
 BT0808.The orthometric height was determined by differential leveling
 BT0808.and adjusted by the National Geodetic Survey in June 1991..
 BT0808
 BT0808.The geoid height was determined by GEOID03.
 BT0808
 BT0808.The dynamic height is computed by dividing the NAVD 88
 BT0808.geopotential number by the normal gravity value computed on the
 BT0808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0808.degrees latitude (g = 980.6199 gals.).
 BT0808
 BT0808.The modeled gravity was interpolated from observed gravity values.
 BT0808
 BT0808;                    North         East    Units  Estimated Accuracy
 BT0808;SPC AL E     -    71,620.      232,870.      MT  (+/- 180 meters Scaled)
 BT0808
 BT0808                          SUPERSEDED SURVEY CONTROL
 BT0808
 BT0808  NGVD 29 (??/??/92)   89.154  (m)          292.50   (f) ADJ UNCH    2 0
 BT0808
 BT0808.Superseded values are not recommended for survey control.
 BT0808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0808.See file dsdata.txt to determine how the superseded data were derived.
 BT0808
 BT0808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV440467(NAD 83)
 BT0808_MARKER: DB = BENCH MARK DISK
 BT0808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0808_STAMPING: B 19 1934
 BT0808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0808+STABILITY: SURFACE MOTION
 BT0808
 BT0808  HISTORY     - Date     Condition        Report By
 BT0808  HISTORY     - 1934     MONUMENTED       CGS
 BT0808  HISTORY     - 1955     GOOD             NGS
 BT0808
 BT0808                          STATION DESCRIPTION
 BT0808
 BT0808'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BT0808'2 MI NE FROM MALVERN.
 BT0808'ABOUT 2.0 MILES NORTHEAST ALONG THE HARTFORD AND SLOCOMB RAILROAD
 BT0808'FROM THE WEST ONE OF TWO BLACK TOP ROAD CROSSINGS AT MALVERN, AT
 BT0808'A NORTH-SOUTH ROAD CROSSING, IN A NARROW PLOWED FIELD, 27 FEET
 BT0808'NORTHWEST OF NORTHWEST RAIL, 35 FEET EAST OF CENTER LINE OF ROAD,
 BT0808'48 1/2 FEET SOUTHWEST OF MILE POST S 388, 213 FEET NORTH-NORTHEAST
 BT0808'OF CENTER OF CROSSING, 79 FEET NORTHEAST OF A TELEPHONE POLE,
 BT0808'ABOUT 2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A
 BT0808'CONCRETE POST PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0372 ***********************************************************************
 EG0372  DESIGNATION -  B 190
 EG0372  PID         -  EG0372
 EG0372  STATE/COUNTY-  AL/MARION
 EG0372  USGS QUAD   -  BEXAR (1967)
 EG0372
 EG0372                         *CURRENT SURVEY CONTROL
 EG0372  ___________________________________________________________________
 EG0372* NAD 83(1986)-  34 10 05.     (N)    088 08 14.     (W)     SCALED    
 EG0372* NAVD 88     -       145.492  (meters)     477.33   (feet)  ADJUSTED  
 EG0372  ___________________________________________________________________
 EG0372  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EG0372  DYNAMIC HT  -         145.345 (meters)     476.85  (feet)  COMP
 EG0372  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 EG0372
 EG0372  VERT ORDER  -  SECOND    CLASS 0
 EG0372
 EG0372.The horizontal coordinates were scaled from a topographic map and have
 EG0372.an estimated accuracy of +/- 6 seconds.
 EG0372
 EG0372.The orthometric height was determined by differential leveling
 EG0372.and adjusted by the National Geodetic Survey in June 1991..
 EG0372
 EG0372.The geoid height was determined by GEOID03.
 EG0372
 EG0372.The dynamic height is computed by dividing the NAVD 88
 EG0372.geopotential number by the normal gravity value computed on the
 EG0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0372.degrees latitude (g = 980.6199 gals.).
 EG0372
 EG0372.The modeled gravity was interpolated from observed gravity values.
 EG0372
 EG0372;                    North         East    Units  Estimated Accuracy
 EG0372;SPC AL W     -   462,340.      541,250.      MT  (+/- 180 meters Scaled)
 EG0372
 EG0372                          SUPERSEDED SURVEY CONTROL
 EG0372
 EG0372  NGVD 29 (??/??/92)  145.430  (m)          477.13   (f) ADJ UNCH    2 0
 EG0372
 EG0372.Superseded values are not recommended for survey control.
 EG0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0372.See file dsdata.txt to determine how the superseded data were derived.
 EG0372
 EG0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC951813(NAD 83)
 EG0372_MARKER: DB = BENCH MARK DISK
 EG0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0372_STAMPING: B 190 1946
 EG0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0372+STABILITY: SURFACE MOTION
 EG0372
 EG0372  HISTORY     - Date     Condition        Report By
 EG0372  HISTORY     - 1946     MONUMENTED       CGS
 EG0372  HISTORY     - 1960     GOOD             NGS
 EG0372
 EG0372                          STATION DESCRIPTION
 EG0372
 EG0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EG0372'2.6 MI SE FROM BEXAR.
 EG0372'LOCATED 1.5 MILES EAST ALONG U.S. HIGHWAY 78 FROM THE POST OFFICE IN
 EG0372'BEXAR THENCE SOUTH ALONG BLACK TOP ROAD FOR 1.1 MILE TO THE MARK ON
 EG0372'THE RIGHT.  IN THE NORTHEAST CORNER OF THE FRONT YARD OF PROPERTY
 EG0372'OWNED BY MR. G.T. MCGOUGH, 50 FEET WEST OF THE CENTER LINE OF THE
 EG0372'HIGHWAY, 39 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 14 FEET
 EG0372'EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE HOUSE, AND 22 FEET
 EG0372'SOUTH OF A 2-FOOT OAK TREE.  IT IS A STANDARD DISK, SET IN THE TOP OF
 EG0372'A 6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0972 ***********************************************************************
 EF0972  DESIGNATION -  B 191
 EF0972  PID         -  EF0972
 EF0972  STATE/COUNTY-  AL/MARION
 EF0972  USGS QUAD   -  HAMILTON SW (1982)
 EF0972
 EF0972                         *CURRENT SURVEY CONTROL
 EF0972  ___________________________________________________________________
 EF0972* NAD 83(1986)-  34 02 45.     (N)    087 57 37.     (W)     SCALED    
 EF0972* NAVD 88     -       197.167  (meters)     646.87   (feet)  ADJUSTED  
 EF0972  ___________________________________________________________________
 EF0972  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EF0972  DYNAMIC HT  -         196.965 (meters)     646.21  (feet)  COMP
 EF0972  MODELED GRAV-     979,606.8   (mgal)                       NAVD 88
 EF0972
 EF0972  VERT ORDER  -  SECOND    CLASS 0
 EF0972
 EF0972.The horizontal coordinates were scaled from a topographic map and have
 EF0972.an estimated accuracy of +/- 6 seconds.
 EF0972
 EF0972.The orthometric height was determined by differential leveling
 EF0972.and adjusted by the National Geodetic Survey in June 1991..
 EF0972
 EF0972.The geoid height was determined by GEOID03.
 EF0972
 EF0972.The dynamic height is computed by dividing the NAVD 88
 EF0972.geopotential number by the normal gravity value computed on the
 EF0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0972.degrees latitude (g = 980.6199 gals.).
 EF0972
 EF0972.The modeled gravity was interpolated from observed gravity values.
 EF0972
 EF0972;                    North         East    Units  Estimated Accuracy
 EF0972;SPC AL W     -   448,700.      557,500.      MT  (+/- 180 meters Scaled)
 EF0972
 EF0972                          SUPERSEDED SURVEY CONTROL
 EF0972
 EF0972  NGVD 29 (??/??/92)  197.113  (m)          646.69   (f) ADJ UNCH    2 0
 EF0972
 EF0972.Superseded values are not recommended for survey control.
 EF0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0972.See file dsdata.txt to determine how the superseded data were derived.
 EF0972
 EF0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC113676(NAD 83)
 EF0972_MARKER: DB = BENCH MARK DISK
 EF0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0972_STAMPING: B 191 1946
 EF0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0972+STABILITY: SURFACE MOTION
 EF0972
 EF0972  HISTORY     - Date     Condition        Report By
 EF0972  HISTORY     - 1946     MONUMENTED       CGS
 EF0972
 EF0972                          STATION DESCRIPTION
 EF0972
 EF0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EF0972'6.4 MI NW FROM GUIN.
 EF0972'ABOUT 6.4 MILES NORTHWEST ALONG U.S. HIGHWAY 78 FROM THE ST. LOUIS-SAN
 EF0972'FRANCISCO RAILWAY STATION AT GUIN, AT A ROAD SIDE PARKING AREA, 49
 EF0972'FEET SOUTHEAST OF THE CENTER LINE OF A WOODS LANE RUNNING WEST, 32
 EF0972'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 16 FEET EAST OF AN
 EF0972'OLD STONE FIREPLACE, AND 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 EF0972'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0141 ***********************************************************************
 DJ0141  DESIGNATION -  B 193
 DJ0141  PID         -  DJ0141
 DJ0141  STATE/COUNTY-  AL/LAMAR
 DJ0141  USGS QUAD   -  MILLPORT (1985)
 DJ0141
 DJ0141                         *CURRENT SURVEY CONTROL
 DJ0141  ___________________________________________________________________
 DJ0141* NAD 83(1986)-  33 33 16.     (N)    088 05 05.     (W)     SCALED    
 DJ0141* NAVD 88     -       110.084  (meters)     361.17   (feet)  ADJUSTED  
 DJ0141  ___________________________________________________________________
 DJ0141  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 DJ0141  DYNAMIC HT  -         109.966 (meters)     360.78  (feet)  COMP
 DJ0141  MODELED GRAV-     979,566.8   (mgal)                       NAVD 88
 DJ0141
 DJ0141  VERT ORDER  -  SECOND    CLASS 0
 DJ0141
 DJ0141.The horizontal coordinates were scaled from a topographic map and have
 DJ0141.an estimated accuracy of +/- 6 seconds.
 DJ0141
 DJ0141.The orthometric height was determined by differential leveling
 DJ0141.and adjusted by the National Geodetic Survey in June 1991..
 DJ0141
 DJ0141.The geoid height was determined by GEOID03.
 DJ0141
 DJ0141.The dynamic height is computed by dividing the NAVD 88
 DJ0141.geopotential number by the normal gravity value computed on the
 DJ0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0141.degrees latitude (g = 980.6199 gals.).
 DJ0141
 DJ0141.The modeled gravity was interpolated from observed gravity values.
 DJ0141
 DJ0141;                    North         East    Units  Estimated Accuracy
 DJ0141;SPC AL W     -   394,260.      545,700.      MT  (+/- 180 meters Scaled)
 DJ0141
 DJ0141                          SUPERSEDED SURVEY CONTROL
 DJ0141
 DJ0141  NGVD 29 (??/??/92)  110.045  (m)          361.04   (f) ADJ UNCH    2 0
 DJ0141
 DJ0141.Superseded values are not recommended for survey control.
 DJ0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0141.See file dsdata.txt to determine how the superseded data were derived.
 DJ0141
 DJ0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC993132(NAD 83)
 DJ0141_MARKER: DB = BENCH MARK DISK
 DJ0141_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0141_SP_SET: CULVERT
 DJ0141_STAMPING: B 193 1946
 DJ0141_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0141
 DJ0141  HISTORY     - Date     Condition        Report By
 DJ0141  HISTORY     - 1946     MONUMENTED       CGS
 DJ0141  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0141
 DJ0141                          STATION DESCRIPTION
 DJ0141
 DJ0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0141'0.8 MI S FROM MILLPORT.
 DJ0141'ABOUT 0.8 MILE SOUTH ALONG THE ROAD TO ROCKY RIDGE CHURCH FROM THE
 DJ0141'SOUTHERN RAILWAY STATION AT MILLPORT, AT THE LITTLE VINE CHURCH, 100
 DJ0141'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHURCH, 66 FEET
 DJ0141'SOUTHEAST OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A 12-INCH
 DJ0141'PIPE CULVERT, 33 FEET EAST AND ABOUT 1 FOOT BELOW THE CENTER OF THE
 DJ0141'ROAD, 17 FEET SOUTHEAST OF A POWER POLE, 2 FEET WEST OF A WHITE WOODEN
 DJ0141'WITNESS POST.  A STANDARD DISK, STAMPED B 193 1946.
 DJ0141
 DJ0141                          STATION RECOVERY (1966)
 DJ0141
 DJ0141'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0141'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0165 ***********************************************************************
 CO0165  DESIGNATION -  B 194
 CO0165  PID         -  CO0165
 CO0165  STATE/COUNTY-  AL/GREENE
 CO0165  USGS QUAD   -  WEST GREENE (1970)
 CO0165
 CO0165                         *CURRENT SURVEY CONTROL
 CO0165  ___________________________________________________________________
 CO0165* NAD 83(1986)-  32 52 51.     (N)    088 04 06.     (W)     SCALED    
 CO0165* NAVD 88     -        56.335  (meters)     184.83   (feet)  ADJUSTED  
 CO0165  ___________________________________________________________________
 CO0165  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CO0165  DYNAMIC HT  -          56.272 (meters)     184.62  (feet)  COMP
 CO0165  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 CO0165
 CO0165  VERT ORDER  -  SECOND    CLASS 0
 CO0165
 CO0165.The horizontal coordinates were scaled from a topographic map and have
 CO0165.an estimated accuracy of +/- 6 seconds.
 CO0165
 CO0165.The orthometric height was determined by differential leveling
 CO0165.and adjusted by the National Geodetic Survey in June 1991..
 CO0165
 CO0165.The geoid height was determined by GEOID03.
 CO0165
 CO0165.The dynamic height is computed by dividing the NAVD 88
 CO0165.geopotential number by the normal gravity value computed on the
 CO0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0165.degrees latitude (g = 980.6199 gals.).
 CO0165
 CO0165.The modeled gravity was interpolated from observed gravity values.
 CO0165
 CO0165;                    North         East    Units  Estimated Accuracy
 CO0165;SPC AL W     -   319,540.      546,820.      MT  (+/- 180 meters Scaled)
 CO0165
 CO0165                          SUPERSEDED SURVEY CONTROL
 CO0165
 CO0165  NGVD 29 (??/??/92)   56.306  (m)          184.73   (f) ADJ UNCH    2 0
 CO0165
 CO0165.Superseded values are not recommended for survey control.
 CO0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0165.See file dsdata.txt to determine how the superseded data were derived.
 CO0165
 CO0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB000385(NAD 83)
 CO0165_MARKER: DB = BENCH MARK DISK
 CO0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0165_STAMPING: B 194 1946
 CO0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0165+STABILITY: SURFACE MOTION
 CO0165
 CO0165  HISTORY     - Date     Condition        Report By
 CO0165  HISTORY     - 1946     MONUMENTED       CGS
 CO0165
 CO0165                          STATION DESCRIPTION
 CO0165
 CO0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0165'1.0 MI NE FROM MT HEBRON.
 CO0165'ABOUT 1.0 MILE NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 CO0165'AT MT HEBRON, TO THE INTERSECTION OF A FARM ROAD LEADING SOUTHEAST,
 CO0165'169 FEET SOUTHEAST OF THE CENTER OF THE INTERSECTION, 74 FEET
 CO0165'NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING SOUTHEAST, 24 FEET
 CO0165'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.0 FEET EAST OF HIGHWAY
 CO0165'RIGHT-OF-WAY POST NO. 878+86.9, AND 2.5 FEET WEST OF A WHITE WOODEN
 CO0165'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1999 ***********************************************************************
 DH1999  DESIGNATION -  B 195
 DH1999  PID         -  DH1999
 DH1999  STATE/COUNTY-  AL/GREENE
 DH1999  USGS QUAD   -  MANTUA (1970)
 DH1999
 DH1999                         *CURRENT SURVEY CONTROL
 DH1999  ___________________________________________________________________
 DH1999* NAD 83(1986)-  33 05 44.     (N)    087 56 36.     (W)     SCALED    
 DH1999* NAVD 88     -        57.410  (meters)     188.35   (feet)  ADJUSTED  
 DH1999  ___________________________________________________________________
 DH1999  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DH1999  DYNAMIC HT  -          57.346 (meters)     188.14  (feet)  COMP
 DH1999  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 DH1999
 DH1999  VERT ORDER  -  SECOND    CLASS 0
 DH1999
 DH1999.The horizontal coordinates were scaled from a topographic map and have
 DH1999.an estimated accuracy of +/- 6 seconds.
 DH1999
 DH1999.The orthometric height was determined by differential leveling
 DH1999.and adjusted by the National Geodetic Survey in June 1991..
 DH1999
 DH1999.The geoid height was determined by GEOID03.
 DH1999
 DH1999.The dynamic height is computed by dividing the NAVD 88
 DH1999.geopotential number by the normal gravity value computed on the
 DH1999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1999.degrees latitude (g = 980.6199 gals.).
 DH1999
 DH1999.The modeled gravity was interpolated from observed gravity values.
 DH1999
 DH1999;                    North         East    Units  Estimated Accuracy
 DH1999;SPC AL W     -   343,300.      558,620.      MT  (+/- 180 meters Scaled)
 DH1999
 DH1999                          SUPERSEDED SURVEY CONTROL
 DH1999
 DH1999  NGVD 29 (??/??/92)   57.365  (m)          188.21   (f) ADJ UNCH    2 0
 DH1999
 DH1999.Superseded values are not recommended for survey control.
 DH1999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1999.See file dsdata.txt to determine how the superseded data were derived.
 DH1999
 DH1999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB119622(NAD 83)
 DH1999_MARKER: DB = BENCH MARK DISK
 DH1999_SETTING: 0 = UNSPECIFIED SETTING
 DH1999_STAMPING: B 195 1946
 DH1999_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1999
 DH1999  HISTORY     - Date     Condition        Report By
 DH1999  HISTORY     - 1946     MONUMENTED       CGS
 DH1999  HISTORY     - 1972     GOOD             NGS
 DH1999
 DH1999                          STATION DESCRIPTION
 DH1999
 DH1999'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DH1999'2.8 MI SE FROM BENEVOLA.
 DH1999'LOCATED 2.1 MILES EAST ALONG A BLACK TOP ROAD FROM THE GRAMMER SCHOOL
 DH1999'IN BENEVOLA, THENCE SOUTH ABOUT 0.75 MILE ALONG A BLACK TOP ROAD TO
 DH1999'THE MARK ON THE RIGHT, 44 FEET WEST OF THE CENTER OF THE ROAD, 10 FEET
 DH1999'WEST OF A ROW OF POLES, 6 FEET WEST OF THE EDGE OF A CUT BANK, 50 FEET
 DH1999'SOUTH OF A POWER POLE, 1 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT
 DH1999'4 FEET ABOVE THE LEVEL OF THE ROAD, AND ACROSS THE HIGHWAY FROM A 10
 DH1999'FOOT CUT BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2044 ***********************************************************************
 DH2044  DESIGNATION -  B 196
 DH2044  PID         -  DH2044
 DH2044  STATE/COUNTY-  AL/PICKENS
 DH2044  USGS QUAD   -  GORDO (1983)
 DH2044
 DH2044                         *CURRENT SURVEY CONTROL
 DH2044  ___________________________________________________________________
 DH2044* NAD 83(1986)-  33 15 16.     (N)    087 58 21.     (W)     SCALED    
 DH2044* NAVD 88     -        77.394  (meters)     253.92   (feet)  ADJUSTED  
 DH2044  ___________________________________________________________________
 DH2044  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DH2044  DYNAMIC HT  -          77.309 (meters)     253.64  (feet)  COMP
 DH2044  MODELED GRAV-     979,542.4   (mgal)                       NAVD 88
 DH2044
 DH2044  VERT ORDER  -  SECOND    CLASS 0
 DH2044
 DH2044.The horizontal coordinates were scaled from a topographic map and have
 DH2044.an estimated accuracy of +/- 6 seconds.
 DH2044
 DH2044.The orthometric height was determined by differential leveling
 DH2044.and adjusted by the National Geodetic Survey in June 1991..
 DH2044
 DH2044.The geoid height was determined by GEOID03.
 DH2044
 DH2044.The dynamic height is computed by dividing the NAVD 88
 DH2044.geopotential number by the normal gravity value computed on the
 DH2044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2044.degrees latitude (g = 980.6199 gals.).
 DH2044
 DH2044.The modeled gravity was interpolated from observed gravity values.
 DH2044
 DH2044;                    North         East    Units  Estimated Accuracy
 DH2044;SPC AL W     -   360,930.      555,970.      MT  (+/- 180 meters Scaled)
 DH2044
 DH2044                          SUPERSEDED SURVEY CONTROL
 DH2044
 DH2044  NGVD 29 (??/??/92)   77.332  (m)          253.71   (f) ADJ UNCH    2 0
 DH2044
 DH2044.Superseded values are not recommended for survey control.
 DH2044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2044.See file dsdata.txt to determine how the superseded data were derived.
 DH2044
 DH2044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB094799(NAD 83)
 DH2044_MARKER: DB = BENCH MARK DISK
 DH2044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2044_STAMPING: B 196 1946
 DH2044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2044+STABILITY: SURFACE MOTION
 DH2044
 DH2044  HISTORY     - Date     Condition        Report By
 DH2044  HISTORY     - 1946     MONUMENTED       CGS
 DH2044
 DH2044                          STATION DESCRIPTION
 DH2044
 DH2044'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2044'8.45 MI E FROM CARROLLTON.
 DH2044'ABOUT 8.45 MILES EAST ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 DH2044'CARROLLTON, 0.9 MILE WEST OF THE JUNCTION WITH A NORTH-SOUTH ROAD
 DH2044'LEADING NORTH TO GORDO, 24 FEET SOUTHWEST OF A SMALL WOODEN BOX
 DH2044'CULVERT UNDER THE ROAD, 45 FEET EAST OF A 24-INCH OAK TREE IN THE
 DH2044'NORTHEAST CORNER OF THE YARD AT THE M. MAUGHAN FARM, 74 FEET NORTHEAST
 DH2044'OF THE NORTHEAST CORNER OF THE HOUSE, 14 FEET SOUTH OF THE CENTER LINE
 DH2044'OF THE ROAD, 3.5 FEET NORTHWEST OF THE GARDEN FENCE CORNER, 1 1/2 FEET
 DH2044'EAST OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT HIGHER THAN ROAD
 DH2044'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0101 ***********************************************************************
 DJ0101  DESIGNATION -  B 197
 DJ0101  PID         -  DJ0101
 DJ0101  STATE/COUNTY-  AL/LAMAR
 DJ0101  USGS QUAD   -  STEENS (1987)
 DJ0101
 DJ0101                         *CURRENT SURVEY CONTROL
 DJ0101  ___________________________________________________________________
 DJ0101* NAD 83(1986)-  33 36 22.     (N)    088 15 05.     (W)     SCALED    
 DJ0101* NAVD 88     -        71.888  (meters)     235.85   (feet)  ADJUSTED  
 DJ0101  ___________________________________________________________________
 DJ0101  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DJ0101  DYNAMIC HT  -          71.812 (meters)     235.60  (feet)  COMP
 DJ0101  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 DJ0101
 DJ0101  VERT ORDER  -  SECOND    CLASS 0
 DJ0101
 DJ0101.The horizontal coordinates were scaled from a topographic map and have
 DJ0101.an estimated accuracy of +/- 6 seconds.
 DJ0101
 DJ0101.The orthometric height was determined by differential leveling
 DJ0101.and adjusted by the National Geodetic Survey in June 1991..
 DJ0101
 DJ0101.The geoid height was determined by GEOID03.
 DJ0101
 DJ0101.The dynamic height is computed by dividing the NAVD 88
 DJ0101.geopotential number by the normal gravity value computed on the
 DJ0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0101.degrees latitude (g = 980.6199 gals.).
 DJ0101
 DJ0101.The modeled gravity was interpolated from observed gravity values.
 DJ0101
 DJ0101;                    North         East    Units  Estimated Accuracy
 DJ0101;SPC AL W     -   400,090.      530,270.      MT  (+/- 180 meters Scaled)
 DJ0101
 DJ0101                          SUPERSEDED SURVEY CONTROL
 DJ0101
 DJ0101  NGVD 29 (??/??/92)   71.860  (m)          235.76   (f) ADJ UNCH    2 0
 DJ0101
 DJ0101.Superseded values are not recommended for survey control.
 DJ0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0101.See file dsdata.txt to determine how the superseded data were derived.
 DJ0101
 DJ0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC839191(NAD 83)
 DJ0101_MARKER: DB = BENCH MARK DISK
 DJ0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0101_STAMPING: B 197 1946
 DJ0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0101+STABILITY: SURFACE MOTION
 DJ0101
 DJ0101  HISTORY     - Date     Condition        Report By
 DJ0101  HISTORY     - 1946     MONUMENTED       CGS
 DJ0101
 DJ0101                          STATION DESCRIPTION
 DJ0101
 DJ0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0101'5.0 MI NE FROM STEENS, MISS.
 DJ0101'ABOUT 5.0 MILES NORTHEAST ALONG THE YELLOW CREEK ROAD FROM THE POST
 DJ0101'OFFICE AT STEENS, AT THE INTERSECTION OF A ROAD LEADING EAST, 183 FEET
 DJ0101'NORTHEAST OF THE NORTHEAST CORNER OF A WHITE HOUSE, 37 FEET EAST OF
 DJ0101'THE CENTER LINE OF THE MAIN ROAD, 23 FEET SOUTHWEST OF THE CENTER LINE
 DJ0101'OF THE ROAD LEADING EAST, 3 FEET NORTHWEST OF AN ELECTRIC LINE POLE, 3
 DJ0101'FEET EAST OF A WOODEN WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A
 DJ0101'CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0510 ***********************************************************************
 DJ0510  DESIGNATION -  B 198
 DJ0510  PID         -  DJ0510
 DJ0510  STATE/COUNTY-  AL/PICKENS
 DJ0510  USGS QUAD   -  ETHELSVILLE (1985)
 DJ0510
 DJ0510                         *CURRENT SURVEY CONTROL
 DJ0510  ___________________________________________________________________
 DJ0510* NAD 83(1986)-  33 23 55.     (N)    088 13 35.     (W)     SCALED    
 DJ0510* NAVD 88     -       112.264  (meters)     368.32   (feet)  ADJUSTED  
 DJ0510  ___________________________________________________________________
 DJ0510  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DJ0510  DYNAMIC HT  -         112.144 (meters)     367.93  (feet)  COMP
 DJ0510  MODELED GRAV-     979,561.0   (mgal)                       NAVD 88
 DJ0510
 DJ0510  VERT ORDER  -  SECOND    CLASS 0
 DJ0510
 DJ0510.The horizontal coordinates were scaled from a topographic map and have
 DJ0510.an estimated accuracy of +/- 6 seconds.
 DJ0510
 DJ0510.The orthometric height was determined by differential leveling
 DJ0510.and adjusted by the National Geodetic Survey in June 1991..
 DJ0510
 DJ0510.The geoid height was determined by GEOID03.
 DJ0510
 DJ0510.The dynamic height is computed by dividing the NAVD 88
 DJ0510.geopotential number by the normal gravity value computed on the
 DJ0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0510.degrees latitude (g = 980.6199 gals.).
 DJ0510
 DJ0510.The modeled gravity was interpolated from observed gravity values.
 DJ0510
 DJ0510;                    North         East    Units  Estimated Accuracy
 DJ0510;SPC AL W     -   377,050.      532,430.      MT  (+/- 180 meters Scaled)
 DJ0510
 DJ0510                          SUPERSEDED SURVEY CONTROL
 DJ0510
 DJ0510  NGVD 29 (??/??/92)  112.238  (m)          368.23   (f) ADJ UNCH    2 0
 DJ0510
 DJ0510.Superseded values are not recommended for survey control.
 DJ0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0510.See file dsdata.txt to determine how the superseded data were derived.
 DJ0510
 DJ0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB859961(NAD 83)
 DJ0510_MARKER: DB = BENCH MARK DISK
 DJ0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0510_STAMPING: B 198 1946
 DJ0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0510+STABILITY: SURFACE MOTION
 DJ0510
 DJ0510  HISTORY     - Date     Condition        Report By
 DJ0510  HISTORY     - 1946     MONUMENTED       CGS
 DJ0510  HISTORY     - 1958     GOOD             NGS
 DJ0510
 DJ0510                          STATION DESCRIPTION
 DJ0510
 DJ0510'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DJ0510'1.4 MI S FROM ETHELSVILLE.
 DJ0510'LOCATED 0.4 MILE SOUTHEAST ALONG A BLACK TOP ROAD, THENCE TAKE RIGHT
 DJ0510'FORK AND GO SOUTH FOR 1.0 MILE, FROM THE GULF MOBILE AND OHIO RAILROAD
 DJ0510'STATION IN ETHELSVILLE, TO THE MARK IN THE SOUTHEAST ANGLE OF THE
 DJ0510'JUNCTION WITH A FARM ROAD LEADING SOUTHEAST TO A HOUSE.  IT IS 48 FEET
 DJ0510'EAST OF THE CENTER OF THE MAIN ROAD, 25 FEET SOUTHWEST OF THE CENTER
 DJ0510'OF THE FARM ROAD, AND 10 FEET NORTHWEST OF A TWIN PINE TREE. IT IS A
 DJ0510'STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DJ0510'PROJECTING 3 INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1509 ***********************************************************************
 BT1509  DESIGNATION -  B 20
 BT1509  PID         -  BT1509
 BT1509  STATE/COUNTY-  AL/BARBOUR
 BT1509  USGS QUAD   -  CLAYTON NORTH (1979)
 BT1509
 BT1509                         *CURRENT SURVEY CONTROL
 BT1509  ___________________________________________________________________
 BT1509* NAD 83(1986)-  31 55 27.     (N)    085 29 12.     (W)     SCALED    
 BT1509* NAVD 88     -       184.875  (meters)     606.54   (feet)  ADJUSTED  
 BT1509  ___________________________________________________________________
 BT1509  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BT1509  DYNAMIC HT  -         184.658 (meters)     605.83  (feet)  COMP
 BT1509  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 BT1509
 BT1509  VERT ORDER  -  SECOND    CLASS 0
 BT1509
 BT1509.The horizontal coordinates were scaled from a topographic map and have
 BT1509.an estimated accuracy of +/- 6 seconds.
 BT1509
 BT1509.The orthometric height was determined by differential leveling
 BT1509.and adjusted by the National Geodetic Survey in June 1991..
 BT1509
 BT1509.The geoid height was determined by GEOID03.
 BT1509
 BT1509.The dynamic height is computed by dividing the NAVD 88
 BT1509.geopotential number by the normal gravity value computed on the
 BT1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1509.degrees latitude (g = 980.6199 gals.).
 BT1509
 BT1509.The modeled gravity was interpolated from observed gravity values.
 BT1509
 BT1509;                    North         East    Units  Estimated Accuracy
 BT1509;SPC AL E     -   157,950.      232,780.      MT  (+/- 180 meters Scaled)
 BT1509
 BT1509                          SUPERSEDED SURVEY CONTROL
 BT1509
 BT1509  NGVD 29 (??/??/92)  184.879  (m)          606.56   (f) ADJ UNCH    2 0
 BT1509
 BT1509.Superseded values are not recommended for survey control.
 BT1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1509.See file dsdata.txt to determine how the superseded data were derived.
 BT1509
 BT1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA430330(NAD 83)
 BT1509_MARKER: DB = BENCH MARK DISK
 BT1509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1509_STAMPING: B 20 1934
 BT1509_PROJECTION: FLUSH
 BT1509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1509+STABILITY: SURFACE MOTION
 BT1509
 BT1509  HISTORY     - Date     Condition        Report By
 BT1509  HISTORY     - 1934     MONUMENTED       CGS
 BT1509
 BT1509                          STATION DESCRIPTION
 BT1509
 BT1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1509'4.5 MI NW FROM CLAYTON.
 BT1509'4.5 MILES NORTHWEST ALONG STATE HIGHWAY 51 FROM THE CENTRAL
 BT1509'OF GEORGIA RAILWAY STATION IN CLAYTON, ABOUT 120 YARDS NORTHWEST OF
 BT1509'THE HOUSE ON LAND OWNED BY NAT BOLES, ABOUT 30 FEET NORTHEAST OF THE
 BT1509'CENTERLINE OF THE HIGHWAY, AND 5 FEET NORTH OF A BRACE POLE FOR A
 BT1509'POWER-TRANSMISSION LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1507 ***********************************************************************
 BT1507  DESIGNATION -  B 20 RESET
 BT1507  PID         -  BT1507
 BT1507  STATE/COUNTY-  AL/BARBOUR
 BT1507  USGS QUAD   -  CLAYTON NORTH (1979)
 BT1507
 BT1507                         *CURRENT SURVEY CONTROL
 BT1507  ___________________________________________________________________
 BT1507* NAD 83(1986)-  31 55 27.     (N)    085 29 12.     (W)     SCALED    
 BT1507* NAVD 88     -       183.969  (meters)     603.57   (feet)  ADJUSTED  
 BT1507  ___________________________________________________________________
 BT1507  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BT1507  DYNAMIC HT  -         183.753 (meters)     602.86  (feet)  COMP
 BT1507  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 BT1507
 BT1507  VERT ORDER  -  SECOND    CLASS 0
 BT1507
 BT1507.The horizontal coordinates were scaled from a topographic map and have
 BT1507.an estimated accuracy of +/- 6 seconds.
 BT1507
 BT1507.The orthometric height was determined by differential leveling
 BT1507.and adjusted by the National Geodetic Survey in June 1991..
 BT1507
 BT1507.The geoid height was determined by GEOID03.
 BT1507
 BT1507.The dynamic height is computed by dividing the NAVD 88
 BT1507.geopotential number by the normal gravity value computed on the
 BT1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1507.degrees latitude (g = 980.6199 gals.).
 BT1507
 BT1507.The modeled gravity was interpolated from observed gravity values.
 BT1507
 BT1507;                    North         East    Units  Estimated Accuracy
 BT1507;SPC AL E     -   157,950.      232,780.      MT  (+/- 180 meters Scaled)
 BT1507
 BT1507                          SUPERSEDED SURVEY CONTROL
 BT1507
 BT1507  NGVD 29 (??/??/92)  183.97   (m)          603.6    (f) COMPUTED    2 0
 BT1507
 BT1507.Superseded values are not recommended for survey control.
 BT1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1507.See file dsdata.txt to determine how the superseded data were derived.
 BT1507
 BT1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA430330(NAD 83)
 BT1507_MARKER: DB = BENCH MARK DISK
 BT1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1507_STAMPING: B 20 RESET 1952
 BT1507_PROJECTION: PROJECTING 13 CENTIMETERS
 BT1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1507+STABILITY: SURFACE MOTION
 BT1507
 BT1507  HISTORY     - Date     Condition        Report By
 BT1507  HISTORY     - 1952     MONUMENTED       CGS
 BT1507
 BT1507                          STATION DESCRIPTION
 BT1507
 BT1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1507'4.05 MI NW FROM CLAYTON.
 BT1507'ABOUT 4.05 MILES NORTHWEST ALONG STATE HIGHWAY 51 FROM THE COURTHOUSE
 BT1507'IN CLAYTON, ABOUT 3.9 MILES SOUTHEAST OF THE CROSSROADS IN MT. ANDREW,
 BT1507'ABOUT 0.1 MILE NORTHWEST OF MARIANNA SCHOOL FOR COLORED, 60 FEET
 BT1507'NORTHEAST OF CENTERLINE OF HIGHWAY, 132.5 FEET EAST AND ACROSS
 BT1507'HIGHWAY FROM POWER POLE NO. 175, 1 FOOT SOUTHWEST OF A FENCE LINE,
 BT1507'AND 1 FOOT NORTHWEST OF HIGHWAY RIGHT-OF-WAY MARKER POST NO.
 BT1507'1348+67.2.
 BT1507'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1930 ***********************************************************************
 DH1930  DESIGNATION -  B 200
 DH1930  PID         -  DH1930
 DH1930  STATE/COUNTY-  AL/GREENE
 DH1930  USGS QUAD   -  FOSTERS (1978)
 DH1930
 DH1930                         *CURRENT SURVEY CONTROL
 DH1930  ___________________________________________________________________
 DH1930* NAD 83(1986)-  33 00 24.     (N)    087 43 57.     (W)     SCALED    
 DH1930* NAVD 88     -        75.729  (meters)     248.45   (feet)  ADJUSTED  
 DH1930  ___________________________________________________________________
 DH1930  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH1930  DYNAMIC HT  -          75.645 (meters)     248.18  (feet)  COMP
 DH1930  MODELED GRAV-     979,523.5   (mgal)                       NAVD 88
 DH1930
 DH1930  VERT ORDER  -  SECOND    CLASS 0
 DH1930
 DH1930.The horizontal coordinates were scaled from a topographic map and have
 DH1930.an estimated accuracy of +/- 6 seconds.
 DH1930
 DH1930.The orthometric height was determined by differential leveling
 DH1930.and adjusted by the National Geodetic Survey in June 1991..
 DH1930
 DH1930.The geoid height was determined by GEOID03.
 DH1930
 DH1930.The dynamic height is computed by dividing the NAVD 88
 DH1930.geopotential number by the normal gravity value computed on the
 DH1930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1930.degrees latitude (g = 980.6199 gals.).
 DH1930
 DH1930.The modeled gravity was interpolated from observed gravity values.
 DH1930
 DH1930;                    North         East    Units  Estimated Accuracy
 DH1930;SPC AL W     -   333,380.      578,280.      MT  (+/- 180 meters Scaled)
 DH1930
 DH1930                          SUPERSEDED SURVEY CONTROL
 DH1930
 DH1930  NGVD 29 (??/??/92)   75.696  (m)          248.35   (f) ADJ UNCH    2 0
 DH1930
 DH1930.Superseded values are not recommended for survey control.
 DH1930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1930.See file dsdata.txt to determine how the superseded data were derived.
 DH1930
 DH1930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB315522(NAD 83)
 DH1930_MARKER: DB = BENCH MARK DISK
 DH1930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1930_STAMPING: B 200 1946
 DH1930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1930+STABILITY: SURFACE MOTION
 DH1930
 DH1930  HISTORY     - Date     Condition        Report By
 DH1930  HISTORY     - 1946     MONUMENTED       CGS
 DH1930
 DH1930                          STATION DESCRIPTION
 DH1930
 DH1930'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1930'5.65 MI SE FROM RALPH.
 DH1930'ABOUT 1.55 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 DH1930'AT RALPH, THENCE 4.10 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO
 DH1930'LOCK NO. 9, AT THE LITTLE MISSION CHURCH AND SCHOOL, 119 FEET SOUTH OF
 DH1930'THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 70 FEET WEST OF THE
 DH1930'NORTHWEST CORNER OF A FRAME SCHOOL BUILDING, 26 FEET SOUTHWEST OF THE
 DH1930'CENTER LINE OF THE ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST
 DH1930'AND ABOUT 2 FEET HIGHER THAN ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1683 ***********************************************************************
 DH1683  DESIGNATION -  B 201
 DH1683  PID         -  DH1683
 DH1683  STATE/COUNTY-  AL/TUSCALOOSA
 DH1683  USGS QUAD   -  NEW LEXINGTON (1981)
 DH1683
 DH1683                         *CURRENT SURVEY CONTROL
 DH1683  ___________________________________________________________________
 DH1683* NAD 83(1986)-  33 31 23.     (N)    087 39 51.     (W)     SCALED    
 DH1683* NAVD 88     -       129.859  (meters)     426.05   (feet)  ADJUSTED  
 DH1683  ___________________________________________________________________
 DH1683  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 DH1683  DYNAMIC HT  -         129.721 (meters)     425.59  (feet)  COMP
 DH1683  MODELED GRAV-     979,573.8   (mgal)                       NAVD 88
 DH1683
 DH1683  VERT ORDER  -  SECOND    CLASS 0
 DH1683
 DH1683.The horizontal coordinates were scaled from a topographic map and have
 DH1683.an estimated accuracy of +/- 6 seconds.
 DH1683
 DH1683.The orthometric height was determined by differential leveling
 DH1683.and adjusted by the National Geodetic Survey in June 1991..
 DH1683
 DH1683.The geoid height was determined by GEOID03.
 DH1683
 DH1683.The dynamic height is computed by dividing the NAVD 88
 DH1683.geopotential number by the normal gravity value computed on the
 DH1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1683.degrees latitude (g = 980.6199 gals.).
 DH1683
 DH1683.The modeled gravity was interpolated from observed gravity values.
 DH1683
 DH1683;                    North         East    Units  Estimated Accuracy
 DH1683;SPC AL W     -   390,630.      584,750.      MT  (+/- 180 meters Scaled)
 DH1683
 DH1683                          SUPERSEDED SURVEY CONTROL
 DH1683
 DH1683  NGVD 29 (??/??/92)  129.827  (m)          425.94   (f) ADJ UNCH    2 0
 DH1683
 DH1683.Superseded values are not recommended for survey control.
 DH1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1683.See file dsdata.txt to determine how the superseded data were derived.
 DH1683
 DH1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC383094(NAD 83)
 DH1683_MARKER: DB = BENCH MARK DISK
 DH1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1683_STAMPING: B 201 1946
 DH1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1683+STABILITY: SURFACE MOTION
 DH1683
 DH1683  HISTORY     - Date     Condition        Report By
 DH1683  HISTORY     - 1946     MONUMENTED       CGS
 DH1683  HISTORY     - 1967     MARK NOT FOUND   USGS
 DH1683  HISTORY     - 20050517 MARK NOT FOUND   ALHD
 DH1683
 DH1683                          STATION DESCRIPTION
 DH1683
 DH1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1683'10.55 MI E FROM NEWTONVILLE.
 DH1683'ABOUT 10.55 MILES EAST ALONG A GRAVEL ROAD LEADING TO ETTECA SCHOOL
 DH1683'FROM THE CEMETERY AT NEWTONVILLE, ABOUT 0.1 MILE NORTHWEST OF A ROAD
 DH1683'JUNCTION, ABOUT 50 YARDS SOUTH OF THE SOUTH END OF A CURVE, 21 FEET
 DH1683'NORTHEAST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD, 8
 DH1683'FEET NORTHEAST OF A FENCE, 2 FEET SOUTHEAST OF A WOODEN WITNESS POST.
 DH1683'THIS MARK MAY BE REACHED FROM THE SOUTHERN RAILWAY STATION AT BANKSTON
 DH1683'BY GOING 10.15 MILES SOUTH ALONG U.S. HIGHWAY 43 TO THE ETTECA SCHOOL,
 DH1683'THENCE ABOUT 1.0 MILE WEST ALONG A ROAD TO NEWTONVILLE. THE MARK MAY
 DH1683'BE REACHED FROM THE SCHOOL AT SAMANTHA BY GOING NORTH ALONG U. S. HWY.
 DH1683'43 8.4 MILES, THENCE 1.0 MILE WEST ALONG A ROAD TO NEWTONVILLE.
 DH1683
 DH1683                          STATION RECOVERY (1967)
 DH1683
 DH1683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DH1683'MARK NOT FOUND.
 DH1683
 DH1683                          STATION RECOVERY (2005)
 DH1683
 DH1683'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH1683'REFERENCES GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0464 ***********************************************************************
 DJ0464  DESIGNATION -  B 202
 DJ0464  PID         -  DJ0464
 DJ0464  STATE/COUNTY-  AL/PICKENS
 DJ0464  USGS QUAD   -  DANCY (1982)
 DJ0464
 DJ0464                         *CURRENT SURVEY CONTROL
 DJ0464  ___________________________________________________________________
 DJ0464* NAD 83(1986)-  33 02 26.     (N)    088 16 58.     (W)     SCALED    
 DJ0464* NAVD 88     -        59.934  (meters)     196.63   (feet)  ADJUSTED  
 DJ0464  ___________________________________________________________________
 DJ0464  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DJ0464  DYNAMIC HT  -          59.867 (meters)     196.41  (feet)  COMP
 DJ0464  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DJ0464
 DJ0464  VERT ORDER  -  SECOND    CLASS 0
 DJ0464
 DJ0464.The horizontal coordinates were scaled from a topographic map and have
 DJ0464.an estimated accuracy of +/- 6 seconds.
 DJ0464
 DJ0464.The orthometric height was determined by differential leveling
 DJ0464.and adjusted by the National Geodetic Survey in June 1991..
 DJ0464
 DJ0464.The geoid height was determined by GEOID03.
 DJ0464
 DJ0464.The dynamic height is computed by dividing the NAVD 88
 DJ0464.geopotential number by the normal gravity value computed on the
 DJ0464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0464.degrees latitude (g = 980.6199 gals.).
 DJ0464
 DJ0464.The modeled gravity was interpolated from observed gravity values.
 DJ0464
 DJ0464;                    North         East    Units  Estimated Accuracy
 DJ0464;SPC AL W     -   337,380.      526,880.      MT  (+/- 180 meters Scaled)
 DJ0464
 DJ0464                          SUPERSEDED SURVEY CONTROL
 DJ0464
 DJ0464  NGVD 29 (??/??/92)   59.896  (m)          196.51   (f) ADJ UNCH    2 0
 DJ0464
 DJ0464.Superseded values are not recommended for survey control.
 DJ0464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0464.See file dsdata.txt to determine how the superseded data were derived.
 DJ0464
 DJ0464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB802565(NAD 83)
 DJ0464_MARKER: DB = BENCH MARK DISK
 DJ0464_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0464_SP_SET: CULVERT
 DJ0464_STAMPING: B 202 1946
 DJ0464_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0464
 DJ0464  HISTORY     - Date     Condition        Report By
 DJ0464  HISTORY     - 1946     MONUMENTED       CGS
 DJ0464
 DJ0464                          STATION DESCRIPTION
 DJ0464
 DJ0464'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0464'2.15 MI N FROM DANCY.
 DJ0464'2.15 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT DANCY,
 DJ0464'2.45 MILES SOUTHWEST OF THE ALABAMA, TENNESSEE AND NORTHERN RAILWAY
 DJ0464'STATION AT COCHRANE, 0.9 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAYS
 DJ0464'17 AND 71, SET 6-INCHES NORTH OF THE SOUTH END OF THE WEST HEAD WALL
 DJ0464'OF A 9 FOOT CONCRETE BOX CULVERT, 30 FEET WEST AND ABOUT 3 FEET LOWER
 DJ0464'THAN THE CENTER OF THE ROAD.  A STANDARD DISK, STAMPED B 202 1946, SET
 DJ0464'IN THE TOP OF A CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0121 ***********************************************************************
 CO0121  DESIGNATION -  B 203
 CO0121  PID         -  CO0121
 CO0121  STATE/COUNTY-  AL/SUMTER
 CO0121  USGS QUAD   -  GEIGER (1973)
 CO0121
 CO0121                         *CURRENT SURVEY CONTROL
 CO0121  ___________________________________________________________________
 CO0121* NAD 83(1986)-  32 49 50.     (N)    088 21 15.     (W)     SCALED    
 CO0121* NAVD 88     -        58.843  (meters)     193.05   (feet)  ADJUSTED  
 CO0121  ___________________________________________________________________
 CO0121  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CO0121  DYNAMIC HT  -          58.777 (meters)     192.84  (feet)  COMP
 CO0121  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 CO0121
 CO0121  VERT ORDER  -  SECOND    CLASS 0
 CO0121
 CO0121.The horizontal coordinates were scaled from a topographic map and have
 CO0121.an estimated accuracy of +/- 6 seconds.
 CO0121
 CO0121.The orthometric height was determined by differential leveling
 CO0121.and adjusted by the National Geodetic Survey in June 1991..
 CO0121
 CO0121.The geoid height was determined by GEOID03.
 CO0121
 CO0121.The dynamic height is computed by dividing the NAVD 88
 CO0121.geopotential number by the normal gravity value computed on the
 CO0121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0121.degrees latitude (g = 980.6199 gals.).
 CO0121
 CO0121.The modeled gravity was interpolated from observed gravity values.
 CO0121
 CO0121;                    North         East    Units  Estimated Accuracy
 CO0121;SPC AL W     -   314,150.      520,030.      MT  (+/- 180 meters Scaled)
 CO0121
 CO0121                          SUPERSEDED SURVEY CONTROL
 CO0121
 CO0121  NGVD 29 (??/??/92)   58.812  (m)          192.95   (f) ADJ UNCH    2 0
 CO0121
 CO0121.Superseded values are not recommended for survey control.
 CO0121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0121.See file dsdata.txt to determine how the superseded data were derived.
 CO0121
 CO0121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB732333(NAD 83)
 CO0121_MARKER: DB = BENCH MARK DISK
 CO0121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0121_STAMPING: B 203 1946
 CO0121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0121+STABILITY: SURFACE MOTION
 CO0121
 CO0121  HISTORY     - Date     Condition        Report By
 CO0121  HISTORY     - 1946     MONUMENTED       CGS
 CO0121  HISTORY     - 20050420 MARK NOT FOUND   ALHD
 CO0121
 CO0121                          STATION DESCRIPTION
 CO0121
 CO0121'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0121'5.15 MI SW FROM GEIGER.
 CO0121'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT GEIGER BY GOING 2.5
 CO0121'MILES SOUTH ALONG STATE HIGHWAY 17, THENCE WEST 2.65 MILES ALONG A
 CO0121'DIRT ROAD TO THE MARK.  1.45 MILES EAST OF A CHURCH, ABOUT 0.1 MILE
 CO0121'EAST OF THE ALABAMA-MISSISSIPPI STATE LINE, AT POINT WHERE ROAD
 CO0121'REACHES THE LEVEL OF THE SURROUNDING COUNTRY AFTER RISING OUT OF A
 CO0121'NARROW VALLEY TO THE WEST, 29 FEET NORTH OF THE CENTER OF THE ROAD, 24
 CO0121'FEET EAST OF THE CENTER OF A TRACK ROAD LEADING NORTH, AND 2 FEET EAST
 CO0121'OF A WHITE WOODEN WITNESS POST.  THIS MARK MAY ALSO BE REACHED FROM
 CO0121'THE GULF, MOBILE AND OHIO RAILROAD STATION AT SCOOBA, MISSISSIPPI BY
 CO0121'GOING EAST ALONG A DIRT ROAD 6.95 MILES TO THE ABOVE LOCATION.
 CO0121
 CO0121                          STATION RECOVERY (2005)
 CO0121
 CO0121'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 CO0121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0176 ***********************************************************************
 CO0176  DESIGNATION -  B 204
 CO0176  PID         -  CO0176
 CO0176  STATE/COUNTY-  AL/GREENE
 CO0176  USGS QUAD   -  WEST GREENE (1970)
 CO0176
 CO0176                         *CURRENT SURVEY CONTROL
 CO0176  ___________________________________________________________________
 CO0176* NAD 83(1986)-  32 56 43.     (N)    088 00 26.     (W)     SCALED    
 CO0176* NAVD 88     -        72.987  (meters)     239.46   (feet)  ADJUSTED  
 CO0176  ___________________________________________________________________
 CO0176  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CO0176  DYNAMIC HT  -          72.905 (meters)     239.19  (feet)  COMP
 CO0176  MODELED GRAV-     979,516.0   (mgal)                       NAVD 88
 CO0176
 CO0176  VERT ORDER  -  SECOND    CLASS 0
 CO0176
 CO0176.The horizontal coordinates were scaled from a topographic map and have
 CO0176.an estimated accuracy of +/- 6 seconds.
 CO0176
 CO0176.The orthometric height was determined by differential leveling
 CO0176.and adjusted by the National Geodetic Survey in June 1991..
 CO0176
 CO0176.The geoid height was determined by GEOID03.
 CO0176
 CO0176.The dynamic height is computed by dividing the NAVD 88
 CO0176.geopotential number by the normal gravity value computed on the
 CO0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0176.degrees latitude (g = 980.6199 gals.).
 CO0176
 CO0176.The modeled gravity was interpolated from observed gravity values.
 CO0176
 CO0176;                    North         East    Units  Estimated Accuracy
 CO0176;SPC AL W     -   326,660.      552,570.      MT  (+/- 180 meters Scaled)
 CO0176
 CO0176                          SUPERSEDED SURVEY CONTROL
 CO0176
 CO0176  NGVD 29 (??/??/92)   72.952  (m)          239.34   (f) ADJ UNCH    2 0
 CO0176
 CO0176.Superseded values are not recommended for survey control.
 CO0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0176.See file dsdata.txt to determine how the superseded data were derived.
 CO0176
 CO0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB058456(NAD 83)
 CO0176_MARKER: DB = BENCH MARK DISK
 CO0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0176_STAMPING: B 204 1946
 CO0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0176+STABILITY: SURFACE MOTION
 CO0176
 CO0176  HISTORY     - Date     Condition        Report By
 CO0176  HISTORY     - 1946     MONUMENTED       CGS
 CO0176
 CO0176                          STATION DESCRIPTION
 CO0176
 CO0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0176'2.5 MI NW FROM CLINTON.
 CO0176'ABOUT 2.5 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 CO0176'AT CLINTON, AT THE OAK HILL CHAPEL CHURCH AND SCHOOL (COLORED), 61
 CO0176'FEET NORTHEAST OF AND ABOUT 4 FEET ABOVE THE CENTER LINE OF THE
 CO0176'HIGHWAY, 162 FEET WEST-NORTHWEST OF A ROOFED WELL, 43 FEET
 CO0176'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING, 13 FEET
 CO0176'SOUTHEAST OF A 16 INCH OAK TREE, 2 FEET NORTH OF A WOODEN WITNESS
 CO0176'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0090 ***********************************************************************
 CO0090  DESIGNATION -  B 205
 CO0090  PID         -  CO0090
 CO0090  STATE/COUNTY-  AL/SUMTER
 CO0090  USGS QUAD   -  BOYD (1987)
 CO0090
 CO0090                         *CURRENT SURVEY CONTROL
 CO0090  ___________________________________________________________________
 CO0090* NAD 83(1986)-  32 34 06.     (N)    088 18 02.     (W)     SCALED    
 CO0090* NAVD 88     -        50.242  (meters)     164.84   (feet)  ADJUSTED  
 CO0090  ___________________________________________________________________
 CO0090  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CO0090  DYNAMIC HT  -          50.183 (meters)     164.64  (feet)  COMP
 CO0090  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 CO0090
 CO0090  VERT ORDER  -  SECOND    CLASS 0
 CO0090
 CO0090.The horizontal coordinates were scaled from a topographic map and have
 CO0090.an estimated accuracy of +/- 6 seconds.
 CO0090
 CO0090.The orthometric height was determined by differential leveling
 CO0090.and adjusted by the National Geodetic Survey in June 1991..
 CO0090
 CO0090.The geoid height was determined by GEOID03.
 CO0090
 CO0090.The dynamic height is computed by dividing the NAVD 88
 CO0090.geopotential number by the normal gravity value computed on the
 CO0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0090.degrees latitude (g = 980.6199 gals.).
 CO0090
 CO0090.The modeled gravity was interpolated from observed gravity values.
 CO0090
 CO0090;                    North         East    Units  Estimated Accuracy
 CO0090;SPC AL W     -   285,030.      524,830.      MT  (+/- 180 meters Scaled)
 CO0090
 CO0090                          SUPERSEDED SURVEY CONTROL
 CO0090
 CO0090  NGVD 29 (??/??/92)   50.212  (m)          164.74   (f) ADJ UNCH    2 0
 CO0090
 CO0090.Superseded values are not recommended for survey control.
 CO0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0090.See file dsdata.txt to determine how the superseded data were derived.
 CO0090
 CO0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB779041(NAD 83)
 CO0090_MARKER: DB = BENCH MARK DISK
 CO0090_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0090_SP_SET: CULVERT
 CO0090_STAMPING: B 205 1946
 CO0090_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0090
 CO0090  HISTORY     - Date     Condition        Report By
 CO0090  HISTORY     - 1946     MONUMENTED       CGS
 CO0090
 CO0090                          STATION DESCRIPTION
 CO0090
 CO0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0090'3.6 MI S FROM BOYD.
 CO0090'3.6 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE GIN AT BOYD, 140 YARDS
 CO0090'SOUTH OF THE CROSSING OF THE ALABAMA, TENNESSEE AND NORTHERN RAILROAD,
 CO0090'IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 20-FOOT CONCRETE
 CO0090'CULVERT, 23 FEET WEST OF AND ABOUT 2 1/2 FEET LOWER THAN THE CENTER
 CO0090'LINE OF THE HIGHWAY, AND 8.5 FEET WEST OF A GUARD RAIL. A STANDARD
 CO0090'DISK, STAMPED B 205 1946 AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0973 ***********************************************************************
 EF0973  DESIGNATION -  B 206
 EF0973  PID         -  EF0973
 EF0973  STATE/COUNTY-  AL/MARION
 EF0973  USGS QUAD   -  HAMILTON SW (1982)
 EF0973
 EF0973                         *CURRENT SURVEY CONTROL
 EF0973  ___________________________________________________________________
 EF0973* NAD 83(1986)-  34 04 02.     (N)    087 58 21.     (W)     SCALED    
 EF0973* NAVD 88     -       123.298  (meters)     404.52   (feet)  ADJUSTED  
 EF0973  ___________________________________________________________________
 EF0973  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 EF0973  DYNAMIC HT  -         123.172 (meters)     404.11  (feet)  COMP
 EF0973  MODELED GRAV-     979,614.9   (mgal)                       NAVD 88
 EF0973
 EF0973  VERT ORDER  -  SECOND    CLASS 0
 EF0973
 EF0973.The horizontal coordinates were scaled from a topographic map and have
 EF0973.an estimated accuracy of +/- 6 seconds.
 EF0973
 EF0973.The orthometric height was determined by differential leveling
 EF0973.and adjusted by the National Geodetic Survey in June 1991..
 EF0973
 EF0973.The geoid height was determined by GEOID03.
 EF0973
 EF0973.The dynamic height is computed by dividing the NAVD 88
 EF0973.geopotential number by the normal gravity value computed on the
 EF0973.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0973.degrees latitude (g = 980.6199 gals.).
 EF0973
 EF0973.The modeled gravity was interpolated from observed gravity values.
 EF0973
 EF0973;                    North         East    Units  Estimated Accuracy
 EF0973;SPC AL W     -   451,080.      556,390.      MT  (+/- 180 meters Scaled)
 EF0973
 EF0973                          SUPERSEDED SURVEY CONTROL
 EF0973
 EF0973  NGVD 29 (??/??/92)  123.240  (m)          404.33   (f) ADJ UNCH    2 0
 EF0973
 EF0973.Superseded values are not recommended for survey control.
 EF0973.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0973.See file dsdata.txt to determine how the superseded data were derived.
 EF0973
 EF0973_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC102700(NAD 83)
 EF0973_MARKER: DB = BENCH MARK DISK
 EF0973_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0973_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0973_STAMPING: B 206 1946
 EF0973_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0973+STABILITY: SURFACE MOTION
 EF0973
 EF0973  HISTORY     - Date     Condition        Report By
 EF0973  HISTORY     - 1946     MONUMENTED       CGS
 EF0973  HISTORY     - 20050223 MARK NOT FOUND   ALHD
 EF0973
 EF0973                          STATION DESCRIPTION
 EF0973
 EF0973'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EF0973'5.3 MI S FROM HAMILTON.
 EF0973'ABOUT 5.3 MILES SOUTH ALONG U.S. HIGHWAY 78 FROM THE STATE SECONDARY
 EF0973'AGRICULTURAL SCHOOL AT HAMILTON, AT A PARKING PLACE ON THE HIGHWAY, 39
 EF0973'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 19 FEET NORTH OF AN 18
 EF0973'INCH PINE TREE, 9.5 FEET SOUTHWEST OF A NORTHWEST - SOUTHEAST BARBED
 EF0973'WIRE FENCE, 2 FEET NORTHEAST OF A KING EDWARD CIGAR SIGN.  A BRONZE
 EF0973'DISK SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 EF0973
 EF0973                          STATION RECOVERY (2005)
 EF0973
 EF0973'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0973'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2027 ***********************************************************************
 DH2027  DESIGNATION -  B 207
 DH2027  PID         -  DH2027
 DH2027  STATE/COUNTY-  AL/PICKENS
 DH2027  USGS QUAD   -  KIRK (1970)
 DH2027
 DH2027                         *CURRENT SURVEY CONTROL
 DH2027  ___________________________________________________________________
 DH2027* NAD 83(1986)-  33 11 59.     (N)    087 54 10.     (W)     SCALED    
 DH2027* NAVD 88     -       106.159  (meters)     348.29   (feet)  ADJUSTED  
 DH2027  ___________________________________________________________________
 DH2027  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH2027  DYNAMIC HT  -         106.042 (meters)     347.91  (feet)  COMP
 DH2027  MODELED GRAV-     979,537.2   (mgal)                       NAVD 88
 DH2027
 DH2027  VERT ORDER  -  SECOND    CLASS 0
 DH2027
 DH2027.The horizontal coordinates were scaled from a topographic map and have
 DH2027.an estimated accuracy of +/- 6 seconds.
 DH2027
 DH2027.The orthometric height was determined by differential leveling
 DH2027.and adjusted by the National Geodetic Survey in June 1991..
 DH2027
 DH2027.The geoid height was determined by GEOID03.
 DH2027
 DH2027.The dynamic height is computed by dividing the NAVD 88
 DH2027.geopotential number by the normal gravity value computed on the
 DH2027.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2027.degrees latitude (g = 980.6199 gals.).
 DH2027
 DH2027.The modeled gravity was interpolated from observed gravity values.
 DH2027
 DH2027;                    North         East    Units  Estimated Accuracy
 DH2027;SPC AL W     -   354,830.      562,450.      MT  (+/- 180 meters Scaled)
 DH2027
 DH2027                          SUPERSEDED SURVEY CONTROL
 DH2027
 DH2027  NGVD 29 (??/??/92)  106.107  (m)          348.12   (f) ADJ UNCH    2 0
 DH2027
 DH2027.Superseded values are not recommended for survey control.
 DH2027.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2027.See file dsdata.txt to determine how the superseded data were derived.
 DH2027
 DH2027_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB158737(NAD 83)
 DH2027_MARKER: DB = BENCH MARK DISK
 DH2027_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2027_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2027_STAMPING: B 207 1946
 DH2027_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2027+STABILITY: SURFACE MOTION
 DH2027
 DH2027  HISTORY     - Date     Condition        Report By
 DH2027  HISTORY     - 1946     MONUMENTED       CGS
 DH2027
 DH2027                          STATION DESCRIPTION
 DH2027
 DH2027'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2027'3.55 MI S FROM KIRK.
 DH2027'ABOUT 3.55 MILES SOUTH ALONG A GRAVEL ROAD BETWEEN KIRK AND BENEVOLA
 DH2027'FROM THE CROSS ROADS AT KIRK, AT A CURVE TO THE SOUTH, IN A WOODED
 DH2027'AREA ON THE SOUTHWEST SIDE OF THE CURVE, 27 FEET SOUTHWEST OF THE
 DH2027'CENTER LINE OF THE ROAD, 21.5 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 DH2027'9-INCH PINE TREE, 9 FEET NORTHEAST OF A TRIANGULAR BLAZED 12-INCH PINE
 DH2027'TREE, 25 FEET WEST-NORTHWEST OF A R.E.A. POWER LINE POLE, 2.0 FEET
 DH2027'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 DH2027'ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1968 ***********************************************************************
 DH1968  DESIGNATION -  B 208 RESET
 DH1968  PID         -  DH1968
 DH1968  STATE/COUNTY-  AL/GREENE
 DH1968  USGS QUAD   -  RALPH (1982)
 DH1968
 DH1968                         *CURRENT SURVEY CONTROL
 DH1968  ___________________________________________________________________
 DH1968* NAD 83(1986)-  33 05 25.     (N)    087 49 53.     (W)     SCALED    
 DH1968* NAVD 88     -        78.83   (meters)     258.6    (feet)  RESET     
 DH1968  ___________________________________________________________________
 DH1968  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH1968
 DH1968  VERT ORDER  -  THIRD
 DH1968
 DH1968.The horizontal coordinates were scaled from a topographic map and have
 DH1968.an estimated accuracy of +/- 6 seconds.
 DH1968
 DH1968.The orthometric height was computed from unverified reset data.
 DH1968
 DH1968.The geoid height was determined by GEOID03.
 DH1968
 DH1968;                    North         East    Units  Estimated Accuracy
 DH1968;SPC AL W     -   342,670.      569,060.      MT  (+/- 180 meters Scaled)
 DH1968
 DH1968                          SUPERSEDED SURVEY CONTROL
 DH1968
 DH1968.No superseded survey control is available for this station.
 DH1968
 DH1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB224616(NAD 83)
 DH1968_MARKER: DB = BENCH MARK DISK
 DH1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1968_STAMPING: B 208 RESET 1962
 DH1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1968+STABILITY: SURFACE MOTION
 DH1968
 DH1968  HISTORY     - Date     Condition        Report By
 DH1968  HISTORY     - 1962     MONUMENTED       CGS
 DH1968
 DH1968                          STATION DESCRIPTION
 DH1968
 DH1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DH1968'6.25 MI NE FROM SNODDY.
 DH1968'LOCATED 6.25 MILES NORTHEAST ALONG THE SNODDY-JENA ROAD FROM THE
 DH1968'CROSSROAD AT SNODDY, ALONG THE SECTION OF ROAD WHICH PARALLELS THE
 DH1968'COUNTY LINE, AND ACROSS THE ROAD FROM THE SID LANCASTER FARM HOUSE. IT
 DH1968'IS 47 FEET EAST OF THE CENTERLINE OF THE ROAD AT STATION 264+65, 18
 DH1968'FEET WEST OF THE CENTER OF A TRACK ROAD LEADING NORTH, 20 FEET NORTH
 DH1968'OF A WOODS ROAD LEADING EAST, 55 FEET NORTH OF THE PROJECTED
 DH1968'CENTERLINE OF THE DRIVEWAY LEADING WEST TO THE LANCASTER HOUSE, 7 FEET
 DH1968'EAST OF A FENCE CORNER AND 1 FOOT EAST OF A METAL WITNESS POST, AND
 DH1968'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0095 ***********************************************************************
 CO0095  DESIGNATION -  B 209
 CO0095  PID         -  CO0095
 CO0095  STATE/COUNTY-  AL/SUMTER
 CO0095  USGS QUAD   -  LIVINGSTON (1986)
 CO0095
 CO0095                         *CURRENT SURVEY CONTROL
 CO0095  ___________________________________________________________________
 CO0095* NAD 83(1986)-  32 35 41.     (N)    088 10 58.     (W)     SCALED    
 CO0095* NAVD 88     -        54.473  (meters)     178.72   (feet)  ADJUSTED  
 CO0095  ___________________________________________________________________
 CO0095  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CO0095  DYNAMIC HT  -          54.411 (meters)     178.51  (feet)  COMP
 CO0095  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 CO0095
 CO0095  VERT ORDER  -  SECOND    CLASS 0
 CO0095
 CO0095.The horizontal coordinates were scaled from a topographic map and have
 CO0095.an estimated accuracy of +/- 6 seconds.
 CO0095
 CO0095.The orthometric height was determined by differential leveling
 CO0095.and adjusted by the National Geodetic Survey in June 1991..
 CO0095
 CO0095.The geoid height was determined by GEOID03.
 CO0095
 CO0095.The dynamic height is computed by dividing the NAVD 88
 CO0095.geopotential number by the normal gravity value computed on the
 CO0095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0095.degrees latitude (g = 980.6199 gals.).
 CO0095
 CO0095.The modeled gravity was interpolated from observed gravity values.
 CO0095
 CO0095;                    North         East    Units  Estimated Accuracy
 CO0095;SPC AL W     -   287,880.      535,910.      MT  (+/- 180 meters Scaled)
 CO0095
 CO0095                          SUPERSEDED SURVEY CONTROL
 CO0095
 CO0095  NGVD 29 (??/??/92)   54.442  (m)          178.62   (f) ADJ UNCH    2 0
 CO0095
 CO0095.Superseded values are not recommended for survey control.
 CO0095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0095.See file dsdata.txt to determine how the superseded data were derived.
 CO0095
 CO0095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB890069(NAD 83)
 CO0095_MARKER: DB = BENCH MARK DISK
 CO0095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0095_STAMPING: B 209 1946
 CO0095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0095+STABILITY: SURFACE MOTION
 CO0095
 CO0095  HISTORY     - Date     Condition        Report By
 CO0095  HISTORY     - 1946     MONUMENTED       CGS
 CO0095
 CO0095                          STATION DESCRIPTION
 CO0095
 CO0095'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0095'1.0 MI N FROM LIVINGSTON.
 CO0095'1.0 MILE NORTH ALONG U.S. HIGHWAY 11 FROM THE COURT HOUSE AT
 CO0095'LIVINGSTON, ABOUT OPPOSITE A LARGE SIGN READING LIVINGSTON HOME OF
 CO0095'STATE TEACHERS COLLEGE, 57.3 FEET EAST OF THE CENTER LINE OF THE
 CO0095'HIGHWAY, 25.4 FEET EAST OF THE CENTER OF THE SOUTH END OF A DRAIN
 CO0095'CULVERT EAST OF THE HIGHWAY, 6.3 FEET SOUTHWEST OF A FENCE CORNER, AND
 CO0095'ABOUT LEVEL WITH THE HIGHWAY.  A STANDARD DISK, STAMPED B 209 1946 AND
 CO0095'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0760 ***********************************************************************
 CM0760  DESIGNATION -  B 21
 CM0760  PID         -  CM0760
 CM0760  STATE/COUNTY-  AL/RUSSELL
 CM0760  USGS QUAD   -  SEALE (1984)
 CM0760
 CM0760                         *CURRENT SURVEY CONTROL
 CM0760  ___________________________________________________________________
 CM0760* NAD 83(1986)-  32 16 42.     (N)    085 14 18.     (W)     SCALED    
 CM0760* NAVD 88     -       110.781  (meters)     363.45   (feet)  ADJUSTED  
 CM0760  ___________________________________________________________________
 CM0760  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 CM0760  DYNAMIC HT  -         110.654 (meters)     363.04  (feet)  COMP
 CM0760  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 CM0760
 CM0760  VERT ORDER  -  SECOND    CLASS 0
 CM0760
 CM0760.The horizontal coordinates were scaled from a topographic map and have
 CM0760.an estimated accuracy of +/- 6 seconds.
 CM0760
 CM0760.The orthometric height was determined by differential leveling
 CM0760.and adjusted by the National Geodetic Survey in June 1991..
 CM0760
 CM0760.The geoid height was determined by GEOID03.
 CM0760
 CM0760.The dynamic height is computed by dividing the NAVD 88
 CM0760.geopotential number by the normal gravity value computed on the
 CM0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0760.degrees latitude (g = 980.6199 gals.).
 CM0760
 CM0760.The modeled gravity was interpolated from observed gravity values.
 CM0760
 CM0760;                    North         East    Units  Estimated Accuracy
 CM0760;SPC AL E     -   197,320.      256,050.      MT  (+/- 180 meters Scaled)
 CM0760
 CM0760                          SUPERSEDED SURVEY CONTROL
 CM0760
 CM0760  NGVD 29 (??/??/92)  110.795  (m)          363.50   (f) ADJ UNCH    2 0
 CM0760
 CM0760.Superseded values are not recommended for survey control.
 CM0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0760.See file dsdata.txt to determine how the superseded data were derived.
 CM0760
 CM0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA659726(NAD 83)
 CM0760_MARKER: DB = BENCH MARK DISK
 CM0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0760_STAMPING: B 21 1934
 CM0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0760+STABILITY: SURFACE MOTION
 CM0760
 CM0760  HISTORY     - Date     Condition        Report By
 CM0760  HISTORY     - 1934     MONUMENTED       CGS
 CM0760  HISTORY     - 1952     GOOD             NGS
 CM0760  HISTORY     - 1972     MARK NOT FOUND   USGS
 CM0760
 CM0760                          STATION DESCRIPTION
 CM0760
 CM0760'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0760'2.3 MI E FROM HATCHECHUBBEE.
 CM0760'ABOUT 2.3 MILES EAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CM0760'STATION AT HATCHECHUBBEE, AT A GRAVEL ROAD CROSSING, 21 1/2 FEET
 CM0760'SOUTH OF SOUTH RAIL, 53 FEET EAST OF CENTER LINE OF ROAD, 42 FEET
 CM0760'NORTHEAST OF CENTER LINE OF A NARROW SAND ROAD LEADING SOUTHEAST,
 CM0760'6 FEET NORTH OF THE LINE OF TELEPHONE POLES, 1 FOOT NORTH OF A
 CM0760'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH TRACK AND SET IN THE
 CM0760'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CM0760
 CM0760                          STATION RECOVERY (1972)
 CM0760
 CM0760'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CM0760'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0098 ***********************************************************************
 CO0098  DESIGNATION -  B 210
 CO0098  PID         -  CO0098
 CO0098  STATE/COUNTY-  AL/SUMTER
 CO0098  USGS QUAD   -  EPES WEST (1986)
 CO0098
 CO0098                         *CURRENT SURVEY CONTROL
 CO0098  ___________________________________________________________________
 CO0098* NAD 83(1986)-  32 37 38.     (N)    088 12 35.     (W)     SCALED    
 CO0098* NAVD 88     -        57.184  (meters)     187.61   (feet)  ADJUSTED  
 CO0098  ___________________________________________________________________
 CO0098  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CO0098  DYNAMIC HT  -          57.119 (meters)     187.40  (feet)  COMP
 CO0098  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 CO0098
 CO0098  VERT ORDER  -  SECOND    CLASS 0
 CO0098
 CO0098.The horizontal coordinates were scaled from a topographic map and have
 CO0098.an estimated accuracy of +/- 6 seconds.
 CO0098
 CO0098.The orthometric height was determined by differential leveling
 CO0098.and adjusted by the National Geodetic Survey in June 1991..
 CO0098
 CO0098.The geoid height was determined by GEOID03.
 CO0098
 CO0098.The dynamic height is computed by dividing the NAVD 88
 CO0098.geopotential number by the normal gravity value computed on the
 CO0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0098.degrees latitude (g = 980.6199 gals.).
 CO0098
 CO0098.The modeled gravity was interpolated from observed gravity values.
 CO0098
 CO0098;                    North         East    Units  Estimated Accuracy
 CO0098;SPC AL W     -   291,500.      533,400.      MT  (+/- 180 meters Scaled)
 CO0098
 CO0098                          SUPERSEDED SURVEY CONTROL
 CO0098
 CO0098  NGVD 29 (??/??/92)   57.154  (m)          187.51   (f) ADJ UNCH    2 0
 CO0098
 CO0098.Superseded values are not recommended for survey control.
 CO0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0098.See file dsdata.txt to determine how the superseded data were derived.
 CO0098
 CO0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB865106(NAD 83)
 CO0098_MARKER: DB = BENCH MARK DISK
 CO0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0098_STAMPING: B 210 1946
 CO0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0098+STABILITY: SURFACE MOTION
 CO0098
 CO0098  HISTORY     - Date     Condition        Report By
 CO0098  HISTORY     - 1946     MONUMENTED       CGS
 CO0098
 CO0098                          STATION DESCRIPTION
 CO0098
 CO0098'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0098'4.25 MI NW FROM LIVINGSTON.
 CO0098'2.2 MILES NORTH ALONG U.S. HIGHWAY 11 FROM THE COURT HOUSE AT
 CO0098'LIVINGSTON, THENCE 2.05 MILES WEST ALONG THE LIVINGSTON-BOYD ROAD, 284
 CO0098'FEET NORTHEAST OF THE EAST CORNER OF A HOUSE ON THE SOUTHWEST SIDE OF
 CO0098'THE ROAD, 159 FEET WEST AND ACROSS THE ROAD FROM THE CENTER OF A GATE
 CO0098'IN THE NORTHEAST RIGHT-OF-WAY FENCE, 88 FEET SOUTHWEST AND ACROSS THE
 CO0098'ROAD FROM THE WEST CORNER OF A CATTLE LOADING PEN, 40 FEET SOUTHWEST
 CO0098'OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 14 FEET
 CO0098'WEST OF TELEPHONE POLE NUMBER 23, 2 FEET NORTHEAST OF THE SOUTHWEST
 CO0098'RIGHT-OF-WAY FENCE, AND 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 CO0098'POST.  A STANDARD DISK, STAMPED B 210 1946 AND SET IN THE TOP OF A
 CO0098'CONCRETE POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1338 ***********************************************************************
 DH1338  DESIGNATION -  B 211
 DH1338  PID         -  DH1338
 DH1338  STATE/COUNTY-  AL/JEFFERSON
 DH1338  USGS QUAD   -  BROOKSIDE (1986)
 DH1338
 DH1338                         *CURRENT SURVEY CONTROL
 DH1338  ___________________________________________________________________
 DH1338* NAD 83(1986)-  33 38 28.     (N)    086 54 52.     (W)     SCALED    
 DH1338* NAVD 88     -       111.038  (meters)     364.30   (feet)  ADJUSTED  
 DH1338  ___________________________________________________________________
 DH1338  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH1338  DYNAMIC HT  -         110.918 (meters)     363.90  (feet)  COMP
 DH1338  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 DH1338
 DH1338  VERT ORDER  -  SECOND    CLASS 0
 DH1338
 DH1338.The horizontal coordinates were scaled from a topographic map and have
 DH1338.an estimated accuracy of +/- 6 seconds.
 DH1338
 DH1338.The orthometric height was determined by differential leveling
 DH1338.and adjusted by the National Geodetic Survey in June 1991..
 DH1338
 DH1338.The geoid height was determined by GEOID03.
 DH1338
 DH1338.The dynamic height is computed by dividing the NAVD 88
 DH1338.geopotential number by the normal gravity value computed on the
 DH1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1338.degrees latitude (g = 980.6199 gals.).
 DH1338
 DH1338.The modeled gravity was interpolated from observed gravity values.
 DH1338
 DH1338;                    North         East    Units  Estimated Accuracy
 DH1338;SPC AL W     -   403,870.      654,320.      MT  (+/- 180 meters Scaled)
 DH1338
 DH1338                          SUPERSEDED SURVEY CONTROL
 DH1338
 DH1338  NGVD 29 (??/??/92)  110.999  (m)          364.17   (f) ADJ UNCH    2 0
 DH1338
 DH1338.Superseded values are not recommended for survey control.
 DH1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1338.See file dsdata.txt to determine how the superseded data were derived.
 DH1338
 DH1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC079223(NAD 83)
 DH1338_MARKER: DB = BENCH MARK DISK
 DH1338_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1338_SP_SET: CULVERT
 DH1338_STAMPING: B 211 1946
 DH1338_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1338
 DH1338  HISTORY     - Date     Condition        Report By
 DH1338  HISTORY     - 1946     MONUMENTED       CGS
 DH1338
 DH1338                          STATION DESCRIPTION
 DH1338
 DH1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1338'0.1 MI E FROM BROOKSIDE.
 DH1338'ABOUT 0.1 MILE EAST ALONG THE GARDENDALE ROAD FROM THE SOUTHERN
 DH1338'RAILWAY STATION AT BROOKSIDE, SET IN THE TOP OF THE NORTHEAST END OF
 DH1338'THE NORTHWEST HEAD WALL OF A 9 FOOT CONCRETE CULVERT OVER A STREAM, 9
 DH1338'FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0532 ***********************************************************************
 DJ0532  DESIGNATION -  B 212
 DJ0532  PID         -  DJ0532
 DJ0532  STATE/COUNTY-  AL/PICKENS
 DJ0532  USGS QUAD   -  REFORM (1985)
 DJ0532
 DJ0532                         *CURRENT SURVEY CONTROL
 DJ0532  ___________________________________________________________________
 DJ0532* NAD 83(1986)-  33 23 24.     (N)    088 02 53.     (W)     SCALED    
 DJ0532* NAVD 88     -        91.585  (meters)     300.48   (feet)  ADJUSTED  
 DJ0532  ___________________________________________________________________
 DJ0532  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DJ0532  DYNAMIC HT  -          91.487 (meters)     300.15  (feet)  COMP
 DJ0532  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DJ0532
 DJ0532  VERT ORDER  -  SECOND    CLASS 0
 DJ0532
 DJ0532.The horizontal coordinates were scaled from a topographic map and have
 DJ0532.an estimated accuracy of +/- 6 seconds.
 DJ0532
 DJ0532.The orthometric height was determined by differential leveling
 DJ0532.and adjusted by the National Geodetic Survey in June 1991..
 DJ0532
 DJ0532.The geoid height was determined by GEOID03.
 DJ0532
 DJ0532.The dynamic height is computed by dividing the NAVD 88
 DJ0532.geopotential number by the normal gravity value computed on the
 DJ0532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0532.degrees latitude (g = 980.6199 gals.).
 DJ0532
 DJ0532.The modeled gravity was interpolated from observed gravity values.
 DJ0532
 DJ0532;                    North         East    Units  Estimated Accuracy
 DJ0532;SPC AL W     -   376,000.      549,010.      MT  (+/- 180 meters Scaled)
 DJ0532
 DJ0532                          SUPERSEDED SURVEY CONTROL
 DJ0532
 DJ0532  NGVD 29 (??/??/92)   91.549  (m)          300.36   (f) ADJ UNCH    2 0
 DJ0532
 DJ0532.Superseded values are not recommended for survey control.
 DJ0532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0532.See file dsdata.txt to determine how the superseded data were derived.
 DJ0532
 DJ0532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB025950(NAD 83)
 DJ0532_MARKER: DB = BENCH MARK DISK
 DJ0532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0532_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0532_STAMPING: B 212 1946
 DJ0532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0532+STABILITY: SURFACE MOTION
 DJ0532
 DJ0532  HISTORY     - Date     Condition        Report By
 DJ0532  HISTORY     - 1946     MONUMENTED       CGS
 DJ0532
 DJ0532                          STATION DESCRIPTION
 DJ0532
 DJ0532'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0532'2.0 MI NW FROM REFORM.
 DJ0532'2.0 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 DJ0532'STATION AT REFORM, PICKENS COUNTY, 8 RAILS WEST OF MILEPOST 41, NEAR
 DJ0532'THE MIDDLE OF A SLIGHT CURVE, 43 FEET SOUTH OF THE SOUTH RAIL, 44 FEET
 DJ0532'WEST OF A FENCE CORNER, 10 FEET NORTHWEST OF AN 8-INCH PINE TREE, 7
 DJ0532'FEET NORTHEAST OF A 10-INCH PINE TREE, AND 2 FEET EAST OF A WHITE
 DJ0532'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED B 212 1946 AND SET IN
 DJ0532'THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1398 ***********************************************************************
 DH1398  DESIGNATION -  B 213
 DH1398  PID         -  DH1398
 DH1398  STATE/COUNTY-  AL/CULLMAN
 DH1398  USGS QUAD   -  ARKADELPHIA (1978)
 DH1398
 DH1398                         *CURRENT SURVEY CONTROL
 DH1398  ___________________________________________________________________
 DH1398* NAD 83(1986)-  33 53 12.     (N)    086 59 09.     (W)     SCALED    
 DH1398* NAVD 88     -       132.681  (meters)     435.30   (feet)  ADJUSTED  
 DH1398  ___________________________________________________________________
 DH1398  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DH1398  DYNAMIC HT  -         132.543 (meters)     434.85  (feet)  COMP
 DH1398  MODELED GRAV-     979,597.9   (mgal)                       NAVD 88
 DH1398
 DH1398  VERT ORDER  -  SECOND    CLASS 0
 DH1398
 DH1398.The horizontal coordinates were scaled from a topographic map and have
 DH1398.an estimated accuracy of +/- 6 seconds.
 DH1398
 DH1398.The orthometric height was determined by differential leveling
 DH1398.and adjusted by the National Geodetic Survey in June 1991..
 DH1398
 DH1398.The geoid height was determined by GEOID03.
 DH1398
 DH1398.The dynamic height is computed by dividing the NAVD 88
 DH1398.geopotential number by the normal gravity value computed on the
 DH1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1398.degrees latitude (g = 980.6199 gals.).
 DH1398
 DH1398.The modeled gravity was interpolated from observed gravity values.
 DH1398
 DH1398;                    North         East    Units  Estimated Accuracy
 DH1398;SPC AL W     -   431,070.      647,560.      MT  (+/- 180 meters Scaled)
 DH1398
 DH1398                          SUPERSEDED SURVEY CONTROL
 DH1398
 DH1398  NGVD 29 (??/??/92)  132.654  (m)          435.22   (f) ADJ UNCH    2 0
 DH1398
 DH1398.Superseded values are not recommended for survey control.
 DH1398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1398.See file dsdata.txt to determine how the superseded data were derived.
 DH1398
 DH1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC013495(NAD 83)
 DH1398_MARKER: DB = BENCH MARK DISK
 DH1398_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1398_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1398_STAMPING: B 213 1946
 DH1398_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1398+STABILITY: SURFACE MOTION
 DH1398
 DH1398  HISTORY     - Date     Condition        Report By
 DH1398  HISTORY     - 1946     MONUMENTED       CGS
 DH1398  HISTORY     - 1951     MARK NOT FOUND   USGS
 DH1398
 DH1398                          STATION DESCRIPTION
 DH1398
 DH1398'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1398'2.0 MI SW FROM ARKADELPHIA.
 DH1398'ABOUT 2.0 MILES SOUTHWEST ALONG THE ARKADELPHIA-JASPER ROAD FROM THE
 DH1398'POST OFFICE AT ARKADELPHIA, 0.9 MILE SOUTHWEST OF THE STEEL BRIDGE
 DH1398'OVER DORSEY CREEK, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST, ACROSS
 DH1398'THE ROAD FROM A GRAVEL PIT, 17 FEET SOUTH OF THE CENTER LINE OF THE
 DH1398'MAIN ROAD, 29 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING
 DH1398'SOUTHWEST, 57 FEET WEST OF THE CENTER OF THE JUNCTION, 2 FEET WEST OF
 DH1398'A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 DH1398'PROJECTING 3 INCHES.  NOTE-- NEW ROAD BUILT AT INTERSECTION. BENCH
 DH1398'MARK EITHER DESTROYED OR DEEPLY BURIED.
 DH1398
 DH1398                          STATION RECOVERY (1951)
 DH1398
 DH1398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1951
 DH1398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1403 ***********************************************************************
 DH1403  DESIGNATION -  B 214
 DH1403  PID         -  DH1403
 DH1403  STATE/COUNTY-  AL/BLOUNT
 DH1403  USGS QUAD   -  WARRIOR (1986)
 DH1403
 DH1403                         *CURRENT SURVEY CONTROL
 DH1403  ___________________________________________________________________
 DH1403* NAD 83(1986)-  33 50 42.     (N)    086 49 33.     (W)     SCALED    
 DH1403* NAVD 88     -       156.793  (meters)     514.41   (feet)  ADJUSTED  
 DH1403  ___________________________________________________________________
 DH1403  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DH1403  DYNAMIC HT  -         156.628 (meters)     513.87  (feet)  COMP
 DH1403  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DH1403
 DH1403  VERT ORDER  -  SECOND    CLASS 0
 DH1403
 DH1403.The horizontal coordinates were scaled from a topographic map and have
 DH1403.an estimated accuracy of +/- 6 seconds.
 DH1403
 DH1403.The orthometric height was determined by differential leveling
 DH1403.and adjusted by the National Geodetic Survey in June 1991..
 DH1403
 DH1403.The geoid height was determined by GEOID03.
 DH1403
 DH1403.The dynamic height is computed by dividing the NAVD 88
 DH1403.geopotential number by the normal gravity value computed on the
 DH1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1403.degrees latitude (g = 980.6199 gals.).
 DH1403
 DH1403.The modeled gravity was interpolated from observed gravity values.
 DH1403
 DH1403;                    North         East    Units  Estimated Accuracy
 DH1403;SPC AL W     -   426,530.      662,390.      MT  (+/- 180 meters Scaled)
 DH1403
 DH1403                          SUPERSEDED SURVEY CONTROL
 DH1403
 DH1403  NGVD 29 (??/??/92)  156.749  (m)          514.27   (f) ADJ UNCH    2 0
 DH1403
 DH1403.Superseded values are not recommended for survey control.
 DH1403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1403.See file dsdata.txt to determine how the superseded data were derived.
 DH1403
 DH1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC161449(NAD 83)
 DH1403_MARKER: DB = BENCH MARK DISK
 DH1403_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1403_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1403_STAMPING: B 214 1946
 DH1403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1403+STABILITY: SURFACE MOTION
 DH1403
 DH1403  HISTORY     - Date     Condition        Report By
 DH1403  HISTORY     - 1946     MONUMENTED       CGS
 DH1403  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1403
 DH1403                          STATION DESCRIPTION
 DH1403
 DH1403'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1403'2.8 MI N FROM WARRIOR.
 DH1403'ABOUT 2.8 MILES NORTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1403'WARRIOR, 112 FEET SOUTH OF THE SOUTHEAST CORNER OF THE E. A. THOMAS
 DH1403'STORE, 36 FEET NORTHWEST OF THE NORTHWEST END OF A CUT, 34 FEET
 DH1403'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 25 FEET SOUTHEAST OF THE
 DH1403'CENTER LINE OF A FARM ENTRANCE ROAD, 1.5 FEET NORTHEAST OF A WHITE
 DH1403'WOODEN WITNESS POST, ABOUT 0.5 FOOT ABOVE THE HIGHWAY AND SET IN THE
 DH1403'TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 DH1403
 DH1403                          STATION RECOVERY (1982)
 DH1403
 DH1403'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1403'NOT RECOVERED, POSSIBLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1391 ***********************************************************************
 DH1391  DESIGNATION -  B 215
 DH1391  PID         -  DH1391
 DH1391  STATE/COUNTY-  AL/CULLMAN
 DH1391  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1391
 DH1391                         *CURRENT SURVEY CONTROL
 DH1391  ___________________________________________________________________
 DH1391* NAD 83(1986)-  33 56 53.     (N)    086 52 12.     (W)     SCALED    
 DH1391* NAVD 88     -       123.114  (meters)     403.92   (feet)  ADJUSTED  
 DH1391  ___________________________________________________________________
 DH1391  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 DH1391  DYNAMIC HT  -         122.986 (meters)     403.50  (feet)  COMP
 DH1391  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 DH1391
 DH1391  VERT ORDER  -  SECOND    CLASS 0
 DH1391
 DH1391.The horizontal coordinates were scaled from a topographic map and have
 DH1391.an estimated accuracy of +/- 6 seconds.
 DH1391
 DH1391.The orthometric height was determined by differential leveling
 DH1391.and adjusted by the National Geodetic Survey in June 1991..
 DH1391
 DH1391.The geoid height was determined by GEOID03.
 DH1391
 DH1391.The dynamic height is computed by dividing the NAVD 88
 DH1391.geopotential number by the normal gravity value computed on the
 DH1391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1391.degrees latitude (g = 980.6199 gals.).
 DH1391
 DH1391.The modeled gravity was interpolated from observed gravity values.
 DH1391
 DH1391;                    North         East    Units  Estimated Accuracy
 DH1391;SPC AL W     -   437,940.      658,230.      MT  (+/- 180 meters Scaled)
 DH1391
 DH1391                          SUPERSEDED SURVEY CONTROL
 DH1391
 DH1391  NGVD 29 (??/??/92)  123.086  (m)          403.82   (f) ADJ UNCH    2 0
 DH1391
 DH1391.Superseded values are not recommended for survey control.
 DH1391.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1391.See file dsdata.txt to determine how the superseded data were derived.
 DH1391
 DH1391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC120564(NAD 83)
 DH1391_MARKER: DB = BENCH MARK DISK
 DH1391_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1391_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1391_STAMPING: B 215 1946
 DH1391_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1391+STABILITY: SURFACE MOTION
 DH1391
 DH1391  HISTORY     - Date     Condition        Report By
 DH1391  HISTORY     - 1946     MONUMENTED       CGS
 DH1391  HISTORY     - 20060421 MARK NOT FOUND   GEOCAC
 DH1391
 DH1391                          STATION DESCRIPTION
 DH1391
 DH1391'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1391'6.3 MI NE FROM ARKADELPHIA.
 DH1391'ABOUT 6.3 MILES NORTHEAST ALONG THE BLOUNT SPRINGS ROAD FROM THE POST
 DH1391'OFFICE AT ARKADELPHIA, AT THE JUNCTION OF A ROAD LEADING NORTH, ACROSS
 DH1391'THE ROAD FROM A LARGE TWO STORY IMITATION BRICK HOUSE AND A GROCERY
 DH1391'STORE, 75 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 32 FEET NORTH
 DH1391'OF THE NORTHEAST CORNER OF A CORN CRIB, 40 FEET SOUTH OF THE NORTHWEST
 DH1391'CORNER OF A LARGE BARN, 1.5 FEET WEST OF A BARN YARD FENCE LINE, 1.5
 DH1391'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT IN LINE WITH THE ROAD
 DH1391'LEADING NORTH, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 DH1391'CONCRETE POST PROJECTING 6 INCHES.
 DH1391
 DH1391                          STATION RECOVERY (2006)
 DH1391
 DH1391'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 DH1391'THE LARGE TWO STORY IMITATION BRICK HOUSE AND A GROCERY STORE, THE
 DH1391'CORN CRIB
 DH1391'AND THE BARN NO LONGER EXIST AND MAY HAVE BEEN REMOVED WHEN I-65 WAS
 DH1391' 
 DH1391'CONSTRUCTED. MARK WOULD BE AT THE EXIT RAMP OF EXIT 291 AND I-65.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1538 ***********************************************************************
 DH1538  DESIGNATION -  B 216
 DH1538  PID         -  DH1538
 DH1538  STATE/COUNTY-  AL/WALKER
 DH1538  USGS QUAD   -  CORDOVA (1983)
 DH1538
 DH1538                         *CURRENT SURVEY CONTROL
 DH1538  ___________________________________________________________________
 DH1538* NAD 83(1986)-  33 47 16.     (N)    087 12 38.     (W)     SCALED    
 DH1538* NAVD 88     -        85.666  (meters)     281.06   (feet)  ADJUSTED  
 DH1538  ___________________________________________________________________
 DH1538  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 DH1538  DYNAMIC HT  -          85.578 (meters)     280.77  (feet)  COMP
 DH1538  MODELED GRAV-     979,607.7   (mgal)                       NAVD 88
 DH1538
 DH1538  VERT ORDER  -  SECOND    CLASS 0
 DH1538
 DH1538.The horizontal coordinates were scaled from a topographic map and have
 DH1538.an estimated accuracy of +/- 6 seconds.
 DH1538
 DH1538.The orthometric height was determined by differential leveling
 DH1538.and adjusted by the National Geodetic Survey in June 1991..
 DH1538
 DH1538.The geoid height was determined by GEOID03.
 DH1538
 DH1538.The dynamic height is computed by dividing the NAVD 88
 DH1538.geopotential number by the normal gravity value computed on the
 DH1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1538.degrees latitude (g = 980.6199 gals.).
 DH1538
 DH1538.The modeled gravity was interpolated from observed gravity values.
 DH1538
 DH1538;                    North         East    Units  Estimated Accuracy
 DH1538;SPC AL W     -   420,020.      626,810.      MT  (+/- 180 meters Scaled)
 DH1538
 DH1538                          SUPERSEDED SURVEY CONTROL
 DH1538
 DH1538  NGVD 29 (??/??/92)   85.648  (m)          281.00   (f) ADJ UNCH    2 0
 DH1538
 DH1538.Superseded values are not recommended for survey control.
 DH1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1538.See file dsdata.txt to determine how the superseded data were derived.
 DH1538
 DH1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC805386(NAD 83)
 DH1538_MARKER: DB = BENCH MARK DISK
 DH1538_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1538_SP_SET: CULVERT
 DH1538_STAMPING: B 216 1947
 DH1538_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1538
 DH1538  HISTORY     - Date     Condition        Report By
 DH1538  HISTORY     - 1947     MONUMENTED       CGS
 DH1538
 DH1538                          STATION DESCRIPTION
 DH1538
 DH1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1538'2.65 MI NW FROM CORDOVA.
 DH1538'ABOUT 2.65 MILES NORTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO
 DH1538'RAILROAD FROM THE STATION AT CORDOVA, ABOUT 0.5 MILE NORTHWEST OF A
 DH1538'RAILROAD OVERPASS OVER THE OLD JASPER-CORDOVA ROAD, NEAR POLE 699/2,
 DH1538'NEAR THE CENTER OF A LONG FILL, SET IN THE TOP AND NEAR THE CENTER OF
 DH1538'THE FIRST STEP FROM TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT
 DH1538'OF A 3 FOOT STONE CULVERT, 23 FEET NORTHEAST OF THE NORTHEAST RAIL AND
 DH1538'ABOUT 10 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0390 ***********************************************************************
 DJ0390  DESIGNATION -  B 217
 DJ0390  PID         -  DJ0390
 DJ0390  STATE/COUNTY-  AL/PICKENS
 DJ0390  USGS QUAD   -  CARROLLTON (1985)
 DJ0390
 DJ0390                         *CURRENT SURVEY CONTROL
 DJ0390  ___________________________________________________________________
 DJ0390* NAD 83(1986)-  33 20 11.     (N)    088 01 53.     (W)     SCALED    
 DJ0390* NAVD 88     -        69.862  (meters)     229.21   (feet)  ADJUSTED  
 DJ0390  ___________________________________________________________________
 DJ0390  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DJ0390  DYNAMIC HT  -          69.786 (meters)     228.96  (feet)  COMP
 DJ0390  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 DJ0390
 DJ0390  VERT ORDER  -  SECOND    CLASS 0
 DJ0390
 DJ0390.The horizontal coordinates were scaled from a topographic map and have
 DJ0390.an estimated accuracy of +/- 6 seconds.
 DJ0390
 DJ0390.The orthometric height was determined by differential leveling
 DJ0390.and adjusted by the National Geodetic Survey in June 1991..
 DJ0390
 DJ0390.The geoid height was determined by GEOID03.
 DJ0390
 DJ0390.The dynamic height is computed by dividing the NAVD 88
 DJ0390.geopotential number by the normal gravity value computed on the
 DJ0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0390.degrees latitude (g = 980.6199 gals.).
 DJ0390
 DJ0390.The modeled gravity was interpolated from observed gravity values.
 DJ0390
 DJ0390;                    North         East    Units  Estimated Accuracy
 DJ0390;SPC AL W     -   370,040.      550,530.      MT  (+/- 180 meters Scaled)
 DJ0390
 DJ0390                          SUPERSEDED SURVEY CONTROL
 DJ0390
 DJ0390  NGVD 29 (??/??/92)   69.820  (m)          229.07   (f) ADJ UNCH    2 0
 DJ0390
 DJ0390.Superseded values are not recommended for survey control.
 DJ0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0390.See file dsdata.txt to determine how the superseded data were derived.
 DJ0390
 DJ0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB040890(NAD 83)
 DJ0390_MARKER: DB = BENCH MARK DISK
 DJ0390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0390_SP_SET: ABUTMENT
 DJ0390_STAMPING: B 217 1946
 DJ0390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0390
 DJ0390  HISTORY     - Date     Condition        Report By
 DJ0390  HISTORY     - 1946     MONUMENTED       CGS
 DJ0390
 DJ0390                          STATION DESCRIPTION
 DJ0390
 DJ0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0390'3.2 MI S FROM REFORM.
 DJ0390'3.2 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE GULF, MOBILE AND OHIO
 DJ0390'RAILROAD STATION AT REFORM, PICKENS COUNTY, AT 58-FOOT CONCRETE BRIDGE
 DJ0390'17-54-31.7, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, 14.3
 DJ0390'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE
 DJ0390'HIGHWAY.  A STANDARD DISK, STAMPED B 217 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0995 ***********************************************************************
 DH0995  DESIGNATION -  B 218
 DH0995  PID         -  DH0995
 DH0995  STATE/COUNTY-  AL/SHELBY
 DH0995  USGS QUAD   -  CHELSEA (1978)
 DH0995
 DH0995                         *CURRENT SURVEY CONTROL
 DH0995  ___________________________________________________________________
 DH0995* NAD 83(1986)-  33 21 33.     (N)    086 39 34.     (W)     SCALED    
 DH0995* NAVD 88     -       178.954  (meters)     587.12   (feet)  ADJUSTED  
 DH0995  ___________________________________________________________________
 DH0995  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0995  DYNAMIC HT  -         178.757 (meters)     586.47  (feet)  COMP
 DH0995  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 DH0995
 DH0995  VERT ORDER  -  SECOND    CLASS 0
 DH0995
 DH0995.The horizontal coordinates were scaled from a topographic map and have
 DH0995.an estimated accuracy of +/- 6 seconds.
 DH0995
 DH0995.The orthometric height was determined by differential leveling
 DH0995.and adjusted by the National Geodetic Survey in June 1991..
 DH0995
 DH0995.The geoid height was determined by GEOID03.
 DH0995
 DH0995.The dynamic height is computed by dividing the NAVD 88
 DH0995.geopotential number by the normal gravity value computed on the
 DH0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0995.degrees latitude (g = 980.6199 gals.).
 DH0995
 DH0995.The modeled gravity was interpolated from observed gravity values.
 DH0995
 DH0995;                    North         East    Units  Estimated Accuracy
 DH0995;SPC AL W     -   372,760.      678,230.      MT  (+/- 180 meters Scaled)
 DH0995
 DH0995                          SUPERSEDED SURVEY CONTROL
 DH0995
 DH0995  NGVD 29 (??/??/92)  178.88   (m)          586.9    (f) COMPUTED    2 0
 DH0995
 DH0995.Superseded values are not recommended for survey control.
 DH0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0995.See file dsdata.txt to determine how the superseded data were derived.
 DH0995
 DH0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB316911(NAD 83)
 DH0995_MARKER: DB = BENCH MARK DISK
 DH0995_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0995_SP_SET: CULVERT
 DH0995_STAMPING: B 218 1947
 DH0995_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0995_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH0995+SATELLITE: SATELLITE OBSERVATIONS - February 28, 2003
 DH0995
 DH0995  HISTORY     - Date     Condition        Report By
 DH0995  HISTORY     - 1947     MONUMENTED       CGS
 DH0995  HISTORY     - 20030228 GOOD             GEOCAC
 DH0995
 DH0995                          STATION DESCRIPTION
 DH0995
 DH0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0995'2.85 MI NW FROM CHELSEA.
 DH0995'ABOUT 1.75 MILES NORTHWEST ALONG THE ATLANTA BIRMINGHAM AND COAST
 DH0995'RAILROAD FROM THE STATION AT CHELSEA, THENCE ABOUT 1.1 MILES NORTHWEST
 DH0995'ALONG STATE HIGHWAY 91, ABOUT 0.15 MILE SOUTH OF THE NARROWS INN, SET
 DH0995'IN THE TOP OF THE SOUTH END OF THE 10 FOOT CONCRETE HEAD WALL OF A 36
 DH0995'INCH PIPE CULVERT, 17 FEET WEST OF AND ABOUT 1 FOOT BELOW THE CENTER
 DH0995'LINE OF THE HIGHWAY.
 DH0995
 DH0995                          STATION RECOVERY (2003)
 DH0995
 DH0995'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0995'THE MARK WAS RECOVERED IN EXCELLENT CONDITION. THE NARROWS INN IS NO
 DH0995'LONGER IN EXISTENCE. TO LOCATE THE MARK DRIVE .12 MILES NORTH ON OLD
 DH0995'HWY 280 FROM OAK TREE DRIVE TO THE MARK WHICH IS IN THE SOUTH END OF
 DH0995'THE WEST CONCRETE HEADWALL OF A 36 INCH PIPE CULVERT. THE MARK IS
 DH0995'LOCATED 17 FEET WEST AND APPROXIMATELY 1 FOOT BELOW THE CENTER LINE OF
 DH0995'THE ROAD.
 DH0995' 
 DH0995'THE ADJUSTED AND SCALED COORDINATES ARE FAIRLY ACCURATE. I ARRIVED
 DH0995'WITH COORDINATES OF N33 21.563 W086 39.567 USING A CONSUMER GRADE GPS
 DH0995'RECEIVER WITH A 10 MINUTE OCCUPATION OF THE MARK WHILE RECEIVING WAAS
 DH0995'CORRECTION SIGNALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0956 ***********************************************************************
 DH0956  DESIGNATION -  B 219
 DH0956  PID         -  DH0956
 DH0956  STATE/COUNTY-  AL/JEFFERSON
 DH0956  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 DH0956
 DH0956                         *CURRENT SURVEY CONTROL
 DH0956  ___________________________________________________________________
 DH0956* NAD 83(1986)-  33 24 12.     (N)    086 48 16.     (W)     SCALED    
 DH0956* NAVD 88     -       177.794  (meters)     583.31   (feet)  ADJUSTED  
 DH0956  ___________________________________________________________________
 DH0956  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0956  DYNAMIC HT  -         177.597 (meters)     582.67  (feet)  COMP
 DH0956  MODELED GRAV-     979,525.3   (mgal)                       NAVD 88
 DH0956
 DH0956  VERT ORDER  -  SECOND    CLASS 0
 DH0956
 DH0956.The horizontal coordinates were scaled from a topographic map and have
 DH0956.an estimated accuracy of +/- 6 seconds.
 DH0956
 DH0956.The orthometric height was determined by differential leveling
 DH0956.and adjusted by the National Geodetic Survey in June 1991..
 DH0956
 DH0956.The geoid height was determined by GEOID03.
 DH0956
 DH0956.The dynamic height is computed by dividing the NAVD 88
 DH0956.geopotential number by the normal gravity value computed on the
 DH0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0956.degrees latitude (g = 980.6199 gals.).
 DH0956
 DH0956.The modeled gravity was interpolated from observed gravity values.
 DH0956
 DH0956;                    North         East    Units  Estimated Accuracy
 DH0956;SPC AL W     -   377,560.      664,700.      MT  (+/- 180 meters Scaled)
 DH0956
 DH0956                          SUPERSEDED SURVEY CONTROL
 DH0956
 DH0956  NGVD 29 (??/??/92)  177.746  (m)          583.15   (f) ADJ UNCH    2 0
 DH0956
 DH0956.Superseded values are not recommended for survey control.
 DH0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0956.See file dsdata.txt to determine how the superseded data were derived.
 DH0956
 DH0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB181960(NAD 83)
 DH0956_MARKER: DB = BENCH MARK DISK
 DH0956_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0956_SP_SET: CULVERT
 DH0956_STAMPING: B 219 1947
 DH0956_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0956
 DH0956  HISTORY     - Date     Condition        Report By
 DH0956  HISTORY     - 1947     MONUMENTED       CGS
 DH0956
 DH0956                          STATION DESCRIPTION
 DH0956
 DH0956'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0956'9.7 MI N FROM PELHAM.
 DH0956'ABOUT 9.7 MILES NORTH ALONG U. S. HIGHWAY 31 FROM THE HIGH SCHOOL AT
 DH0956'PELHAM, ABOUT 0.8 MILE NORTH OF PAYTON CHAPEL SCHOOL, ABOUT 0.2 MILE
 DH0956'NORTH OF JOHNSONS GROCERY, 0.15 MILE SOUTH OF DUNAWAY GROCERIES AND
 DH0956'CABINS, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 3
 DH0956'FOOT CONCRETE CULVERT, 104 FEET NORTHEAST OF THE CENTER LINE OF A
 DH0956'GRAVEL ROAD CURVING NEAR THE HIGHWAY, 20 FEET WEST OF THE CENTER LINE
 DH0956'OF THE HIGHWAY AND ABOUT 4 FEET BELOW THE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0483 ***********************************************************************
 DH0483  DESIGNATION -  B 22
 DH0483  PID         -  DH0483
 DH0483  STATE/COUNTY-  AL/TALLADEGA
 DH0483  USGS QUAD   -  TALLADEGA (1987)
 DH0483
 DH0483                         *CURRENT SURVEY CONTROL
 DH0483  ___________________________________________________________________
 DH0483* NAD 83(1986)-  33 26 05.     (N)    086 06 09.     (W)     SCALED    
 DH0483* NAVD 88     -       174.724  (meters)     573.24   (feet)  ADJUSTED  
 DH0483  ___________________________________________________________________
 DH0483  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DH0483  DYNAMIC HT  -         174.534 (meters)     572.62  (feet)  COMP
 DH0483  MODELED GRAV-     979,545.7   (mgal)                       NAVD 88
 DH0483
 DH0483  VERT ORDER  -  SECOND    CLASS 0
 DH0483
 DH0483.The horizontal coordinates were scaled from a topographic map and have
 DH0483.an estimated accuracy of +/- 6 seconds.
 DH0483
 DH0483.The orthometric height was determined by differential leveling
 DH0483.and adjusted by the National Geodetic Survey in June 1991..
 DH0483
 DH0483.The geoid height was determined by GEOID03.
 DH0483
 DH0483.The dynamic height is computed by dividing the NAVD 88
 DH0483.geopotential number by the normal gravity value computed on the
 DH0483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0483.degrees latitude (g = 980.6199 gals.).
 DH0483
 DH0483.The modeled gravity was interpolated from observed gravity values.
 DH0483
 DH0483;                    North         East    Units  Estimated Accuracy
 DH0483;SPC AL E     -   325,440.      174,970.      MT  (+/- 180 meters Scaled)
 DH0483
 DH0483                          SUPERSEDED SURVEY CONTROL
 DH0483
 DH0483  NGVD 29 (??/??/92)  174.654  (m)          573.01   (f) ADJ UNCH    2 0
 DH0483
 DH0483.Superseded values are not recommended for survey control.
 DH0483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0483.See file dsdata.txt to determine how the superseded data were derived.
 DH0483
 DH0483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB834998(NAD 83)
 DH0483_MARKER: DB = BENCH MARK DISK
 DH0483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0483_SP_SET: PLATFORM
 DH0483_STAMPING: B 22 1934
 DH0483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0483_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH0483+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 DH0483
 DH0483  HISTORY     - Date     Condition        Report By
 DH0483  HISTORY     - 1934     MONUMENTED       CGS
 DH0483  HISTORY     - 1953     GOOD             NGS
 DH0483  HISTORY     - 20060623 GOOD             GEOCAC
 DH0483
 DH0483                          STATION DESCRIPTION
 DH0483
 DH0483'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0483'IN TALLADEGA.
 DH0483'AT THE TALLADEGA COUNTY COURT HOUSE ON NORTH CONCRETE PLATFORM, 8 FEET
 DH0483'N. W. OF NORTH DOOR, 4 IN. N. E. OF CONCRETE PILLOW, AND 6 INCHES
 DH0483'SOUTH OF EDGE OF PLATFORM.
 DH0483
 DH0483                          STATION RECOVERY (1953)
 DH0483
 DH0483'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 DH0483'RECOVERED IN GOOD CONDITION.
 DH0483
 DH0483                          STATION RECOVERY (2006)
 DH0483
 DH0483'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 DH0483'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1281 ***********************************************************************
 DH1281  DESIGNATION -  B 220
 DH1281  PID         -  DH1281
 DH1281  STATE/COUNTY-  AL/BLOUNT
 DH1281  USGS QUAD   -  CLEVELAND (1978)
 DH1281
 DH1281                         *CURRENT SURVEY CONTROL
 DH1281  ___________________________________________________________________
 DH1281* NAD 83(1986)-  33 59 34.     (N)    086 31 08.     (W)     SCALED    
 DH1281* NAVD 88     -       184.869  (meters)     606.52   (feet)  ADJUSTED  
 DH1281  ___________________________________________________________________
 DH1281  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH1281  DYNAMIC HT  -         184.669 (meters)     605.87  (feet)  COMP
 DH1281  MODELED GRAV-     979,552.0   (mgal)                       NAVD 88
 DH1281
 DH1281  VERT ORDER  -  SECOND    CLASS 0
 DH1281
 DH1281.The horizontal coordinates were scaled from a topographic map and have
 DH1281.an estimated accuracy of +/- 6 seconds.
 DH1281
 DH1281.The orthometric height was determined by differential leveling
 DH1281.and adjusted by the National Geodetic Survey in June 1991..
 DH1281
 DH1281.The geoid height was determined by GEOID03.
 DH1281
 DH1281.The dynamic height is computed by dividing the NAVD 88
 DH1281.geopotential number by the normal gravity value computed on the
 DH1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1281.degrees latitude (g = 980.6199 gals.).
 DH1281
 DH1281.The modeled gravity was interpolated from observed gravity values.
 DH1281
 DH1281;                    North         East    Units  Estimated Accuracy
 DH1281;SPC AL W     -   443,150.      690,640.      MT  (+/- 180 meters Scaled)
 DH1281
 DH1281                          SUPERSEDED SURVEY CONTROL
 DH1281
 DH1281  NGVD 29 (??/??/92)  184.824  (m)          606.38   (f) ADJ UNCH    2 0
 DH1281
 DH1281.Superseded values are not recommended for survey control.
 DH1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1281.See file dsdata.txt to determine how the superseded data were derived.
 DH1281
 DH1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC444614(NAD 83)
 DH1281_MARKER: DB = BENCH MARK DISK
 DH1281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1281_SP_SET: CULVERT
 DH1281_STAMPING: B 220 1947
 DH1281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH1281+SATELLITE: SATELLITE OBSERVATIONS - May 21, 2005
 DH1281
 DH1281  HISTORY     - Date     Condition        Report By
 DH1281  HISTORY     - 1947     MONUMENTED       CGS
 DH1281  HISTORY     - 20050521 GOOD             GEOCAC
 DH1281
 DH1281                          STATION DESCRIPTION
 DH1281
 DH1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1281'3.35 MI E FROM CLEVELAND.
 DH1281'ABOUT 3.35 MILES EAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 DH1281'CLEVELAND, ABOUT 0.35 MILE WEST OF THE ROSA METHODIST CHURCH, SET IN
 DH1281'THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 21 FOOT CONCRETE
 DH1281'CULVERT, 23 FEET NORTH OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF
 DH1281'THE HIGHWAY.
 DH1281
 DH1281                          STATION RECOVERY (2005)
 DH1281
 DH1281'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 DH1281'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0491 ***********************************************************************
 EF0491  DESIGNATION -  B 221
 EF0491  PID         -  EF0491
 EF0491  STATE/COUNTY-  AL/BLOUNT
 EF0491  USGS QUAD   -  GARDEN CITY (1993)
 EF0491
 EF0491                         *CURRENT SURVEY CONTROL
 EF0491  ___________________________________________________________________
 EF0491* NAD 83(1986)-  34 02 52.     (N)    086 41 24.     (W)     SCALED    
 EF0491* NAVD 88     -       173.080  (meters)     567.85   (feet)  ADJUSTED  
 EF0491  ___________________________________________________________________
 EF0491  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 EF0491  DYNAMIC HT  -         172.900 (meters)     567.26  (feet)  COMP
 EF0491  MODELED GRAV-     979,591.5   (mgal)                       NAVD 88
 EF0491
 EF0491  VERT ORDER  -  SECOND    CLASS 0
 EF0491
 EF0491.The horizontal coordinates were scaled from a topographic map and have
 EF0491.an estimated accuracy of +/- 6 seconds.
 EF0491
 EF0491.The orthometric height was determined by differential leveling
 EF0491.and adjusted by the National Geodetic Survey in June 1991..
 EF0491
 EF0491.The geoid height was determined by GEOID03.
 EF0491
 EF0491.The dynamic height is computed by dividing the NAVD 88
 EF0491.geopotential number by the normal gravity value computed on the
 EF0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0491.degrees latitude (g = 980.6199 gals.).
 EF0491
 EF0491.The modeled gravity was interpolated from observed gravity values.
 EF0491
 EF0491;                    North         East    Units  Estimated Accuracy
 EF0491;SPC AL W     -   449,110.      674,790.      MT  (+/- 180 meters Scaled)
 EF0491
 EF0491                          SUPERSEDED SURVEY CONTROL
 EF0491
 EF0491  NGVD 29 (??/??/92)  173.029  (m)          567.68   (f) ADJ UNCH    2 0
 EF0491
 EF0491.Superseded values are not recommended for survey control.
 EF0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0491.See file dsdata.txt to determine how the superseded data were derived.
 EF0491
 EF0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC286674(NAD 83)
 EF0491_MARKER: DB = BENCH MARK DISK
 EF0491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0491_STAMPING: B 221 1947
 EF0491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0491+STABILITY: SURFACE MOTION
 EF0491
 EF0491  HISTORY     - Date     Condition        Report By
 EF0491  HISTORY     - 1947     MONUMENTED       CGS
 EF0491  HISTORY     - 1969     MARK NOT FOUND   USGS
 EF0491  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0491
 EF0491                          STATION DESCRIPTION
 EF0491
 EF0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0491'4.2 MI E FROM HANCEVILLE.
 EF0491'ABOUT 4.2 MILES EAST ALONG THE BLOUNTSVILLE-HANCEVILLE ROAD FROM THE
 EF0491'LOUISVILLE AND NASHVILLE RAILROAD STATION AT HANCEVILLE, ABOUT 0.4
 EF0491'MILE EAST OF THE MT. ZION NAZARENE CHURCH AND THE JUNCTION OF A ROAD
 EF0491'LEADING SOUTH.  ABOUT 0.1 MILE WEST OF A WOODEN BRIDGE OVER A SMALL
 EF0491'CREEK, AT THE TOP OF A GRADE, 35 FEET NORTH OF THE CENTER LINE OF THE
 EF0491'ROAD, 71 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A FARM HOUSE, 38
 EF0491'FEET WEST OF A TRIPLE TRUNKED CEDAR TREE, 41 FEET SOUTHWEST OF A
 EF0491'40-INCH WHITE OAK TREE, 25 FEET WEST OF THE CENTER OF A WELL, ABOUT
 EF0491'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 EF0491'INCHES.
 EF0491
 EF0491                          STATION RECOVERY (1969)
 EF0491
 EF0491'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 EF0491'MARK NOT FOUND.
 EF0491
 EF0491                          STATION RECOVERY (1982)
 EF0491
 EF0491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0491'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0526 ***********************************************************************
 EF0526  DESIGNATION -  B 222
 EF0526  PID         -  EF0526
 EF0526  STATE/COUNTY-  AL/CULLMAN
 EF0526  USGS QUAD   -  HOLLY POND (1978)
 EF0526
 EF0526                         *CURRENT SURVEY CONTROL
 EF0526  ___________________________________________________________________
 EF0526* NAD 83(1986)-  34 12 26.     (N)    086 36 21.     (W)     SCALED    
 EF0526* NAVD 88     -       271.557  (meters)     890.93   (feet)  ADJUSTED  
 EF0526  ___________________________________________________________________
 EF0526  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 EF0526  DYNAMIC HT  -         271.273 (meters)     890.00  (feet)  COMP
 EF0526  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 EF0526
 EF0526  VERT ORDER  -  SECOND    CLASS 0
 EF0526
 EF0526.The horizontal coordinates were scaled from a topographic map and have
 EF0526.an estimated accuracy of +/- 6 seconds.
 EF0526
 EF0526.The orthometric height was determined by differential leveling
 EF0526.and adjusted by the National Geodetic Survey in June 1991..
 EF0526
 EF0526.The geoid height was determined by GEOID03.
 EF0526
 EF0526.The dynamic height is computed by dividing the NAVD 88
 EF0526.geopotential number by the normal gravity value computed on the
 EF0526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0526.degrees latitude (g = 980.6199 gals.).
 EF0526
 EF0526.The modeled gravity was interpolated from observed gravity values.
 EF0526
 EF0526;                    North         East    Units  Estimated Accuracy
 EF0526;SPC AL W     -   466,860.      682,400.      MT  (+/- 180 meters Scaled)
 EF0526
 EF0526                          SUPERSEDED SURVEY CONTROL
 EF0526
 EF0526  NGVD 29 (??/??/92)  271.515  (m)          890.80   (f) ADJ UNCH    2 0
 EF0526
 EF0526.Superseded values are not recommended for survey control.
 EF0526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0526.See file dsdata.txt to determine how the superseded data were derived.
 EF0526
 EF0526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC363852(NAD 83)
 EF0526_MARKER: DB = BENCH MARK DISK
 EF0526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0526_STAMPING: B 222 1947
 EF0526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0526+STABILITY: SURFACE MOTION
 EF0526
 EF0526  HISTORY     - Date     Condition        Report By
 EF0526  HISTORY     - 1947     MONUMENTED       CGS
 EF0526
 EF0526                          STATION DESCRIPTION
 EF0526
 EF0526'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0526'2.3 MI N FROM HOLLY POND.
 EF0526'ABOUT 2.3 MILES NORTH ALONG A GRAVEL ROAD LEADING TO BROOKLYN FROM THE
 EF0526'SCHOOL AT HOLLY POND, ABOUT 1.55 MILES SOUTH OF THE CROSSROADS AT
 EF0526'BROOKLYN, AT A CROSSROAD, 63 FEET EAST OF THE CENTER LINE OF THE MAIN
 EF0526'ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE CROSSROAD, 3 FEET EAST
 EF0526'OF A POWER POLE, 56 FEET NORTHEAST AND ACROSS THE ROAD FROM THE
 EF0526'NORTHEAST CORNER OF A SMALL CONCRETE TILE STORE BUILDING, 1.5 FEET
 EF0526'ABOVE THE ROAD EAST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 EF0526'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0244 ***********************************************************************
 EF0244  DESIGNATION -  B 224
 EF0244  PID         -  EF0244
 EF0244  STATE/COUNTY-  AL/MARSHALL
 EF0244  USGS QUAD   -  ARAB (1973)
 EF0244
 EF0244                         *CURRENT SURVEY CONTROL
 EF0244  ___________________________________________________________________
 EF0244* NAD 83(1986)-  34 17 15.     (N)    086 24 14.     (W)     SCALED    
 EF0244* NAVD 88     -       194.820  (meters)     639.17   (feet)  ADJUSTED  
 EF0244  ___________________________________________________________________
 EF0244  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 EF0244  DYNAMIC HT  -         194.615 (meters)     638.50  (feet)  COMP
 EF0244  MODELED GRAV-     979,581.9   (mgal)                       NAVD 88
 EF0244
 EF0244  VERT ORDER  -  SECOND    CLASS 0
 EF0244
 EF0244.The horizontal coordinates were scaled from a topographic map and have
 EF0244.an estimated accuracy of +/- 6 seconds.
 EF0244
 EF0244.The orthometric height was determined by differential leveling
 EF0244.and adjusted by the National Geodetic Survey in June 1991..
 EF0244
 EF0244.The geoid height was determined by GEOID03.
 EF0244
 EF0244.The dynamic height is computed by dividing the NAVD 88
 EF0244.geopotential number by the normal gravity value computed on the
 EF0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0244.degrees latitude (g = 980.6199 gals.).
 EF0244
 EF0244.The modeled gravity was interpolated from observed gravity values.
 EF0244
 EF0244;                    North         East    Units  Estimated Accuracy
 EF0244;SPC AL E     -   420,140.      147,470.      MT  (+/- 180 meters Scaled)
 EF0244
 EF0244                          SUPERSEDED SURVEY CONTROL
 EF0244
 EF0244  NGVD 29 (??/??/92)  194.788  (m)          639.07   (f) ADJ UNCH    2 0
 EF0244
 EF0244.Superseded values are not recommended for survey control.
 EF0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0244.See file dsdata.txt to determine how the superseded data were derived.
 EF0244
 EF0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC548941(NAD 83)
 EF0244_MARKER: DB = BENCH MARK DISK
 EF0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0244_STAMPING: B 224 1947
 EF0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0244+STABILITY: SURFACE MOTION
 EF0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0244+SATELLITE: SATELLITE OBSERVATIONS - March 31, 2004
 EF0244
 EF0244  HISTORY     - Date     Condition        Report By
 EF0244  HISTORY     - 1947     MONUMENTED       CGS
 EF0244  HISTORY     - 1949     GOOD             TVA
 EF0244  HISTORY     - 20040331 GOOD             ALHD
 EF0244
 EF0244                          STATION DESCRIPTION
 EF0244
 EF0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0244'2.2 MI NE FROM RED HILL.
 EF0244'ABOUT 2.2 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST
 EF0244'CHURCH AT RED HILL, ABOUT 1.15 MILES SOUTHWEST OF THE CHURCH AT
 EF0244'DIAMOND, AT THE T JUNCTION OF A ROAD LEADING EAST, 53 FEET EAST OF THE
 EF0244'CENTER LINE OF THE MAIN ROAD, 29 FEET SOUTH OF THE CENTER LINE OF THE
 EF0244'ROAD LEADING EAST, 20 FEET EAST OF A 12-INCH CEDAR TREE USED AS A
 EF0244'FENCE CORNER POST, 2 FEET NORTH OF THE FENCE, 2.5 FEET EAST OF A WHITE
 EF0244'WOODEN WITNESS POST, 1.5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 EF0244'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- A STEEL POST WITH A MARKER
 EF0244'WAS SET 1 FOOT NORTH OF THE STATION.
 EF0244
 EF0244                          STATION RECOVERY (1949)
 EF0244
 EF0244'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0244'RECOVERED IN GOOD CONDITION.
 EF0244
 EF0244                          STATION RECOVERY (2004)
 EF0244
 EF0244'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0342 ***********************************************************************
 EF0342  DESIGNATION -  B 225
 EF0342  PID         -  EF0342
 EF0342  STATE/COUNTY-  AL/ETOWAH
 EF0342  USGS QUAD   -  BOAZ (1983)
 EF0342
 EF0342                         *CURRENT SURVEY CONTROL
 EF0342  ___________________________________________________________________
 EF0342* NAD 83(1986)-  34 11 15.     (N)    086 09 38.     (W)     SCALED    
 EF0342* NAVD 88     -       314.894  (meters)    1033.11   (feet)  ADJUSTED  
 EF0342  ___________________________________________________________________
 EF0342  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EF0342  DYNAMIC HT  -         314.558 (meters)    1032.01  (feet)  COMP
 EF0342  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 EF0342
 EF0342  VERT ORDER  -  SECOND    CLASS 0
 EF0342
 EF0342.The horizontal coordinates were scaled from a topographic map and have
 EF0342.an estimated accuracy of +/- 6 seconds.
 EF0342
 EF0342.The orthometric height was determined by differential leveling
 EF0342.and adjusted by the National Geodetic Survey in June 1991..
 EF0342
 EF0342.The geoid height was determined by GEOID03.
 EF0342
 EF0342.The dynamic height is computed by dividing the NAVD 88
 EF0342.geopotential number by the normal gravity value computed on the
 EF0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0342.degrees latitude (g = 980.6199 gals.).
 EF0342
 EF0342.The modeled gravity was interpolated from observed gravity values.
 EF0342
 EF0342;                    North         East    Units  Estimated Accuracy
 EF0342;SPC AL E     -   408,950.      169,840.      MT  (+/- 180 meters Scaled)
 EF0342
 EF0342                          SUPERSEDED SURVEY CONTROL
 EF0342
 EF0342  NGVD 29 (??/??/92)  314.849  (m)         1032.97   (f) ADJ UNCH    2 0
 EF0342
 EF0342.Superseded values are not recommended for survey control.
 EF0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0342.See file dsdata.txt to determine how the superseded data were derived.
 EF0342
 EF0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC773832(NAD 83)
 EF0342_MARKER: DB = BENCH MARK DISK
 EF0342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0342_STAMPING: B 225 1947
 EF0342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0342+STABILITY: SURFACE MOTION
 EF0342
 EF0342  HISTORY     - Date     Condition        Report By
 EF0342  HISTORY     - 1947     MONUMENTED       CGS
 EF0342
 EF0342                          STATION DESCRIPTION
 EF0342
 EF0342'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0342'0.9 MI SE FROM BOAZ.
 EF0342'ABOUT 0.9 MILE SOUTHEAST ALONG U. S. HIGHWAY 241 FROM THE POST OFFICE
 EF0342'AT BOAZ, AT THE Y JUNCTION OF A ROAD LEADING EAST AND THE
 EF0342'ETOWAH-MARSHALL COUNTY LINE, 76 FEET NORTHEAST OF THE CENTER LINE OF
 EF0342'THE HIGHWAY, 26 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 144
 EF0342'FEET SOUTHWEST AND ACROSS THE GRAVEL ROAD FROM THE SOUTHWEST CORNER OF
 EF0342'A HOUSE, 109 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE CENTER OF A
 EF0342'WELL, 58 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTHWEST OF A
 EF0342'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 EF0342'OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0173 ***********************************************************************
 DH0173  DESIGNATION -  B 226
 DH0173  PID         -  DH0173
 DH0173  STATE/COUNTY-  AL/BLOUNT
 DH0173  USGS QUAD   -  SPRINGVILLE (1978)
 DH0173
 DH0173                         *CURRENT SURVEY CONTROL
 DH0173  ___________________________________________________________________
 DH0173* NAD 83(1986)-  33 49 26.     (N)    086 28 41.     (W)     SCALED    
 DH0173* NAVD 88     -       374.680  (meters)    1229.26   (feet)  ADJUSTED  
 DH0173  ___________________________________________________________________
 DH0173  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH0173  DYNAMIC HT  -         374.262 (meters)    1227.89  (feet)  COMP
 DH0173  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DH0173
 DH0173  VERT ORDER  -  SECOND    CLASS 0
 DH0173
 DH0173.The horizontal coordinates were scaled from a topographic map and have
 DH0173.an estimated accuracy of +/- 6 seconds.
 DH0173
 DH0173.The orthometric height was determined by differential leveling
 DH0173.and adjusted by the National Geodetic Survey in June 1991..
 DH0173
 DH0173.The geoid height was determined by GEOID03.
 DH0173
 DH0173.The dynamic height is computed by dividing the NAVD 88
 DH0173.geopotential number by the normal gravity value computed on the
 DH0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0173.degrees latitude (g = 980.6199 gals.).
 DH0173
 DH0173.The modeled gravity was interpolated from observed gravity values.
 DH0173
 DH0173;                    North         East    Units  Estimated Accuracy
 DH0173;SPC AL W     -   424,460.      694,600.      MT  (+/- 180 meters Scaled)
 DH0173
 DH0173                          SUPERSEDED SURVEY CONTROL
 DH0173
 DH0173  NGVD 29 (??/??/92)  374.623  (m)         1229.08   (f) ADJ UNCH    2 0
 DH0173
 DH0173.Superseded values are not recommended for survey control.
 DH0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0173.See file dsdata.txt to determine how the superseded data were derived.
 DH0173
 DH0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC483427(NAD 83)
 DH0173_MARKER: DB = BENCH MARK DISK
 DH0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0173_STAMPING: B 226 1947
 DH0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0173+STABILITY: SURFACE MOTION
 DH0173
 DH0173  HISTORY     - Date     Condition        Report By
 DH0173  HISTORY     - 1947     MONUMENTED       CGS
 DH0173
 DH0173                          STATION DESCRIPTION
 DH0173
 DH0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0173'IN HOLLY SPRINGS.
 DH0173'AT THE CROSSROADS AT HOLLY SPRINGS, 29 FEET EAST OF THE CENTER LINE OF
 DH0173'THE NORTH-SOUTH ROAD, 130 FEET NORTH OF THE CENTER LINE OF THE
 DH0173'EAST-WEST ROAD, 80 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN,
 DH0173'74 FEET EAST AND ACROSS THE NORTH-SOUTH ROAD FROM THE NORTHEAST CORNER
 DH0173'OF A FARM HOUSE, 7 FEET SOUTH OF A POWER POLE, 2 FEET NORTH OF A WHITE
 DH0173'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 DH0173'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0328 ***********************************************************************
 EF0328  DESIGNATION -  B 228
 EF0328  PID         -  EF0328
 EF0328  STATE/COUNTY-  AL/BLOUNT
 EF0328  USGS QUAD   -  BROOKSVILLE (1983)
 EF0328
 EF0328                         *CURRENT SURVEY CONTROL
 EF0328  ___________________________________________________________________
 EF0328* NAD 83(1986)-  34 08 38.     (N)    086 26 43.     (W)     SCALED    
 EF0328* NAVD 88     -       273.082  (meters)     895.94   (feet)  ADJUSTED  
 EF0328  ___________________________________________________________________
 EF0328  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EF0328  DYNAMIC HT  -         272.789 (meters)     894.98  (feet)  COMP
 EF0328  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 EF0328
 EF0328  VERT ORDER  -  SECOND    CLASS 0
 EF0328
 EF0328.The horizontal coordinates were scaled from a topographic map and have
 EF0328.an estimated accuracy of +/- 6 seconds.
 EF0328
 EF0328.The orthometric height was determined by differential leveling
 EF0328.and adjusted by the National Geodetic Survey in June 1991..
 EF0328
 EF0328.The geoid height was determined by GEOID03.
 EF0328
 EF0328.The dynamic height is computed by dividing the NAVD 88
 EF0328.geopotential number by the normal gravity value computed on the
 EF0328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0328.degrees latitude (g = 980.6199 gals.).
 EF0328
 EF0328.The modeled gravity was interpolated from observed gravity values.
 EF0328
 EF0328;                    North         East    Units  Estimated Accuracy
 EF0328;SPC AL W     -   459,980.      697,270.      MT  (+/- 180 meters Scaled)
 EF0328
 EF0328                          SUPERSEDED SURVEY CONTROL
 EF0328
 EF0328  NGVD 29 (??/??/92)  273.040  (m)          895.80   (f) ADJ UNCH    2 0
 EF0328
 EF0328.Superseded values are not recommended for survey control.
 EF0328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0328.See file dsdata.txt to determine how the superseded data were derived.
 EF0328
 EF0328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC511782(NAD 83)
 EF0328_MARKER: DB = BENCH MARK DISK
 EF0328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0328_STAMPING: B 228 1947
 EF0328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0328+STABILITY: SURFACE MOTION
 EF0328
 EF0328  HISTORY     - Date     Condition        Report By
 EF0328  HISTORY     - 1947     MONUMENTED       CGS
 EF0328
 EF0328                          STATION DESCRIPTION
 EF0328
 EF0328'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0328'2.4 MI SE FROM BROOKSVILLE.
 EF0328'ABOUT 2.4 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY
 EF0328'32 VIA OAK HILL SCHOOL FROM THE CROSSROADS AT BROOKSVILLE, ABOUT 0.6
 EF0328'MILE NORTHWEST OF OAK HILL SCHOOL, 78 FEET NORTH AND ACROSS THE ROAD
 EF0328'FROM THE NORTHWEST CORNER OF THE PORCH TO E. GUNTERS GROCERY STORE, 52
 EF0328'FEET NORTH OF THE CENTER LINE OF THE ROAD, 83 FEET WEST OF THE
 EF0328'SOUTHWEST CORNER OF A FARM HOUSE, 26 FEET NORTHWEST OF THE CENTER LINE
 EF0328'OF THE DRIVE TO THE HOUSE, 4 FEET EAST OF A POWER POLE, 2 FEET NORTH
 EF0328'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN
 EF0328'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0289 ***********************************************************************
 EF0289  DESIGNATION -  B 229
 EF0289  PID         -  EF0289
 EF0289  STATE/COUNTY-  AL/BLOUNT
 EF0289  USGS QUAD   -  CLARENCE (1982)
 EF0289
 EF0289                         *CURRENT SURVEY CONTROL
 EF0289  ___________________________________________________________________
 EF0289* NAD 83(1986)-  34 05 36.     (N)    086 24 39.     (W)     SCALED    
 EF0289* NAVD 88     -       237.728  (meters)     779.95   (feet)  ADJUSTED  
 EF0289  ___________________________________________________________________
 EF0289  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EF0289  DYNAMIC HT  -         237.472 (meters)     779.11  (feet)  COMP
 EF0289  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 EF0289
 EF0289  VERT ORDER  -  SECOND    CLASS 0
 EF0289
 EF0289.The horizontal coordinates were scaled from a topographic map and have
 EF0289.an estimated accuracy of +/- 6 seconds.
 EF0289
 EF0289.The orthometric height was determined by differential leveling
 EF0289.and adjusted by the National Geodetic Survey in June 1991..
 EF0289
 EF0289.The geoid height was determined by GEOID03.
 EF0289
 EF0289.The dynamic height is computed by dividing the NAVD 88
 EF0289.geopotential number by the normal gravity value computed on the
 EF0289.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0289.degrees latitude (g = 980.6199 gals.).
 EF0289
 EF0289.The modeled gravity was interpolated from observed gravity values.
 EF0289
 EF0289;                    North         East    Units  Estimated Accuracy
 EF0289;SPC AL W     -   454,410.      700,510.      MT  (+/- 180 meters Scaled)
 EF0289
 EF0289                          SUPERSEDED SURVEY CONTROL
 EF0289
 EF0289  NGVD 29 (??/??/92)  237.691  (m)          779.82   (f) ADJ UNCH    2 0
 EF0289
 EF0289.Superseded values are not recommended for survey control.
 EF0289.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0289.See file dsdata.txt to determine how the superseded data were derived.
 EF0289
 EF0289_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC543726(NAD 83)
 EF0289_MARKER: DB = BENCH MARK DISK
 EF0289_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0289_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0289_STAMPING: B 229 1947
 EF0289_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0289+STABILITY: SURFACE MOTION
 EF0289
 EF0289  HISTORY     - Date     Condition        Report By
 EF0289  HISTORY     - 1947     MONUMENTED       CGS
 EF0289
 EF0289                          STATION DESCRIPTION
 EF0289
 EF0289'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0289'7.9 MI SW FROM DOUGLAS.
 EF0289'ABOUT 7.9 MILES SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 EF0289'AT DOUGLAS, ABOUT 0.9 MILE NORTHEAST OF THE CROSSROADS AT CLARENCE, AT
 EF0289'A COTTON GIN AND THE Y JUNCTION OF A ROAD LEADING NORTH, 43 FEET
 EF0289'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 84 FEET SOUTH OF THE
 EF0289'SOUTH CORNER OF THE CONCRETE BLOCK COTTON GIN, 28 FEET EAST OF THE
 EF0289'CENTER LINE OF THE ROAD LEADING NORTH, 71 FEET NORTH OF THE NORTHEAST
 EF0289'END OF AN 18 INCH TILE PIPE CULVERT RUNNING DIAGONALLY UNDER THE ROAD
 EF0289'NORTH, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 EF0289'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 EF0289'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1644 ***********************************************************************
 DG1644  DESIGNATION -  B 23
 DG1644  PID         -  DG1644
 DG1644  STATE/COUNTY-  AL/RANDOLPH
 DG1644  USGS QUAD   -  WADLEY NORTH (1969)
 DG1644
 DG1644                         *CURRENT SURVEY CONTROL
 DG1644  ___________________________________________________________________
 DG1644* NAD 83(1986)-  33 08 53.     (N)    085 34 08.     (W)     SCALED    
 DG1644* NAVD 88     -       198.946  (meters)     652.71   (feet)  ADJUSTED  
 DG1644  ___________________________________________________________________
 DG1644  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DG1644  DYNAMIC HT  -         198.718 (meters)     651.96  (feet)  COMP
 DG1644  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 DG1644
 DG1644  VERT ORDER  -  SECOND    CLASS 0
 DG1644
 DG1644.The horizontal coordinates were scaled from a topographic map and have
 DG1644.an estimated accuracy of +/- 6 seconds.
 DG1644
 DG1644.The orthometric height was determined by differential leveling
 DG1644.and adjusted by the National Geodetic Survey in June 1991..
 DG1644
 DG1644.The geoid height was determined by GEOID03.
 DG1644
 DG1644.The dynamic height is computed by dividing the NAVD 88
 DG1644.geopotential number by the normal gravity value computed on the
 DG1644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1644.degrees latitude (g = 980.6199 gals.).
 DG1644
 DG1644.The modeled gravity was interpolated from observed gravity values.
 DG1644
 DG1644;                    North         East    Units  Estimated Accuracy
 DG1644;SPC AL E     -   293,650.      224,670.      MT  (+/- 180 meters Scaled)
 DG1644
 DG1644                          SUPERSEDED SURVEY CONTROL
 DG1644
 DG1644  NGVD 29 (??/??/92)  198.885  (m)          652.51   (f) ADJ UNCH    2 0
 DG1644
 DG1644.Superseded values are not recommended for survey control.
 DG1644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1644.See file dsdata.txt to determine how the superseded data were derived.
 DG1644
 DG1644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB334686(NAD 83)
 DG1644_MARKER: DB = BENCH MARK DISK
 DG1644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1644_STAMPING: B 23 1934
 DG1644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1644+STABILITY: SURFACE MOTION
 DG1644
 DG1644  HISTORY     - Date     Condition        Report By
 DG1644  HISTORY     - 1934     MONUMENTED       CGS
 DG1644  HISTORY     - 1949     GOOD             NGS
 DG1644
 DG1644                          STATION DESCRIPTION
 DG1644
 DG1644'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DG1644'1.9 MI N FROM WADLEY.
 DG1644'ABOUT 1.9 MILES NORTH ALONG THE ATLANTA BIRMINGHAM AND COAST
 DG1644'RAILROAD FROM THE STATION AT WADLEY, AT A DIM ROAD CROSSING,
 DG1644'129 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 20 FEET
 DG1644'NORTHEAST OF THE NORTHEAST RAIL, 18 FEET SOUTHWEST OF THE CENTER
 DG1644'LINE OF A DIM ROAD, 74 FEET EAST-NORTHEAST AND ACROSS THE TRACK
 DG1644'FROM THE FIRST POWER POLE SOUTHEAST OF A DIRECTIONAL CHANGE
 DG1644'IN POWER LINE, 2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 DG1644'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0627 ***********************************************************************
 DH0627  DESIGNATION -  B 230
 DH0627  PID         -  DH0627
 DH0627  STATE/COUNTY-  AL/SHELBY
 DH0627  USGS QUAD   -  VINCENT (1972)
 DH0627
 DH0627                         *CURRENT SURVEY CONTROL
 DH0627  ___________________________________________________________________
 DH0627* NAD 83(1986)-  33 23 27.     (N)    086 24 33.     (W)     SCALED    
 DH0627* NAVD 88     -       130.721  (meters)     428.87   (feet)  ADJUSTED  
 DH0627  ___________________________________________________________________
 DH0627  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0627  DYNAMIC HT  -         130.578 (meters)     428.40  (feet)  COMP
 DH0627  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 DH0627
 DH0627  VERT ORDER  -  SECOND    CLASS 0
 DH0627
 DH0627.The horizontal coordinates were scaled from a topographic map and have
 DH0627.an estimated accuracy of +/- 6 seconds.
 DH0627
 DH0627.The orthometric height was determined by differential leveling
 DH0627.and adjusted by the National Geodetic Survey in June 1991..
 DH0627
 DH0627.The geoid height was determined by GEOID03.
 DH0627
 DH0627.The dynamic height is computed by dividing the NAVD 88
 DH0627.geopotential number by the normal gravity value computed on the
 DH0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0627.degrees latitude (g = 980.6199 gals.).
 DH0627
 DH0627.The modeled gravity was interpolated from observed gravity values.
 DH0627
 DH0627;                    North         East    Units  Estimated Accuracy
 DH0627;SPC AL W     -   376,490.      701,490.      MT  (+/- 180 meters Scaled)
 DH0627
 DH0627                          SUPERSEDED SURVEY CONTROL
 DH0627
 DH0627  NGVD 29 (??/??/92)  130.70   (m)          428.8    (f) COMPUTED    2 0
 DH0627
 DH0627.Superseded values are not recommended for survey control.
 DH0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0627.See file dsdata.txt to determine how the superseded data were derived.
 DH0627
 DH0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB549947(NAD 83)
 DH0627_MARKER: DB = BENCH MARK DISK
 DH0627_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0627_SP_SET: BRIDGE ABUTMENT
 DH0627_STAMPING: B 230 1947
 DH0627_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0627
 DH0627  HISTORY     - Date     Condition        Report By
 DH0627  HISTORY     - 1947     MONUMENTED       CGS
 DH0627
 DH0627                          STATION DESCRIPTION
 DH0627
 DH0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0627'0.45 MI NE FROM VINCENT.
 DH0627'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 DH0627'AT VINCENT, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE
 DH0627'HIGHWAY BRIDGE OVER SPRING CREEK, 15 FEET EAST OF AND ABOUT LEVEL WITH
 DH0627'THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0223 ***********************************************************************
 DH0223  DESIGNATION -  B 231
 DH0223  PID         -  DH0223
 DH0223  STATE/COUNTY-  AL/ST CLAIR
 DH0223  USGS QUAD   -  COOKS SPRINGS (1972)
 DH0223
 DH0223                         *CURRENT SURVEY CONTROL
 DH0223  ___________________________________________________________________
 DH0223* NAD 83(1986)-  33 35 27.     (N)    086 23 32.     (W)     SCALED    
 DH0223* NAVD 88     -       168.562  (meters)     553.02   (feet)  ADJUSTED  
 DH0223  ___________________________________________________________________
 DH0223  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0223  DYNAMIC HT  -         168.378 (meters)     552.42  (feet)  COMP
 DH0223  MODELED GRAV-     979,539.3   (mgal)                       NAVD 88
 DH0223
 DH0223  VERT ORDER  -  SECOND    CLASS 0
 DH0223
 DH0223.The horizontal coordinates were scaled from a topographic map and have
 DH0223.an estimated accuracy of +/- 6 seconds.
 DH0223
 DH0223.The orthometric height was determined by differential leveling
 DH0223.and adjusted by the National Geodetic Survey in June 1991..
 DH0223
 DH0223.The geoid height was determined by GEOID03.
 DH0223
 DH0223.The dynamic height is computed by dividing the NAVD 88
 DH0223.geopotential number by the normal gravity value computed on the
 DH0223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0223.degrees latitude (g = 980.6199 gals.).
 DH0223
 DH0223.The modeled gravity was interpolated from observed gravity values.
 DH0223
 DH0223;                    North         East    Units  Estimated Accuracy
 DH0223;SPC AL E     -   342,860.      148,120.      MT  (+/- 180 meters Scaled)
 DH0223
 DH0223                          SUPERSEDED SURVEY CONTROL
 DH0223
 DH0223  NGVD 29 (??/??/92)  168.508  (m)          552.85   (f) ADJ UNCH    2 0
 DH0223
 DH0223.Superseded values are not recommended for survey control.
 DH0223.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0223.See file dsdata.txt to determine how the superseded data were derived.
 DH0223
 DH0223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC563169(NAD 83)
 DH0223_MARKER: DB = BENCH MARK DISK
 DH0223_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0223_SP_SET: BRIDGE ABUTMENT
 DH0223_STAMPING: B 231 1947
 DH0223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0223
 DH0223  HISTORY     - Date     Condition        Report By
 DH0223  HISTORY     - 1947     MONUMENTED       CGS
 DH0223
 DH0223                          STATION DESCRIPTION
 DH0223
 DH0223'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0223'5.3 MI W FROM EDEN.
 DH0223'ABOUT 5.3 MILES WEST ALONG U.S. HIGHWAY 78 FROM THE POST OFFICE AT
 DH0223'EDEN, 5.55 MILES NORTHEAST OF THE SOUTHERN RAILWAY STATION AT
 DH0223'BROMPTON, ABOUT 0.1 MILE WEST OF AN OVERHEAD CROSSING OF THE SOUTHERN
 DH0223'RAILWAY OVER THE HIGHWAY, IN THE TOP OF THE SOUTHWEST END OF THE EAST
 DH0223'ABUTMENT OF THE CONCRETE HIGHWAY BRIDGE OVER CANE CREEK, 13 FEET SOUTH
 DH0223'AND ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0159 ***********************************************************************
 CO0159  DESIGNATION -  B 232
 CO0159  PID         -  CO0159
 CO0159  STATE/COUNTY-  AL/GREENE
 CO0159  USGS QUAD   -  BOLIGEE (1987)
 CO0159
 CO0159                         *CURRENT SURVEY CONTROL
 CO0159  ___________________________________________________________________
 CO0159* NAD 83(1986)-  32 48 01.     (N)    088 02 37.     (W)     SCALED    
 CO0159* NAVD 88     -        34.426  (meters)     112.95   (feet)  ADJUSTED  
 CO0159  ___________________________________________________________________
 CO0159  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CO0159  DYNAMIC HT  -          34.387 (meters)     112.82  (feet)  COMP
 CO0159  MODELED GRAV-     979,512.5   (mgal)                       NAVD 88
 CO0159
 CO0159  VERT ORDER  -  SECOND    CLASS 0
 CO0159
 CO0159.The horizontal coordinates were scaled from a topographic map and have
 CO0159.an estimated accuracy of +/- 6 seconds.
 CO0159
 CO0159.The orthometric height was determined by differential leveling
 CO0159.and adjusted by the National Geodetic Survey in June 1991..
 CO0159
 CO0159.The geoid height was determined by GEOID03.
 CO0159
 CO0159.The dynamic height is computed by dividing the NAVD 88
 CO0159.geopotential number by the normal gravity value computed on the
 CO0159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0159.degrees latitude (g = 980.6199 gals.).
 CO0159
 CO0159.The modeled gravity was interpolated from observed gravity values.
 CO0159
 CO0159;                    North         East    Units  Estimated Accuracy
 CO0159;SPC AL W     -   310,600.      549,090.      MT  (+/- 180 meters Scaled)
 CO0159
 CO0159                          SUPERSEDED SURVEY CONTROL
 CO0159
 CO0159  NGVD 29 (??/??/92)   34.410  (m)          112.89   (f) ADJ UNCH    2 0
 CO0159
 CO0159.Superseded values are not recommended for survey control.
 CO0159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0159.See file dsdata.txt to determine how the superseded data were derived.
 CO0159
 CO0159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB022296(NAD 83)
 CO0159_MARKER: DD = SURVEY DISK
 CO0159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0159_STAMPING: TRA STA B 232
 CO0159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0159+STABILITY: SURFACE MOTION
 CO0159
 CO0159  HISTORY     - Date     Condition        Report By
 CO0159  HISTORY     - UNK      MONUMENTED       DOD
 CO0159  HISTORY     - 1935     GOOD             NGS
 CO0159
 CO0159                          STATION DESCRIPTION
 CO0159
 CO0159'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0159'3.0 MI N FROM BOLIGEE.
 CO0159'3.0 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 CO0159'STATION AT BOLIGEE, GREENE COUNTY, 9 RAILS SOUTH OF MILEPOST 705, AT
 CO0159'THE CROSSING OF A DIM FARM ROAD, 56 FEET SOUTH OF THE ROAD, 22 FEET
 CO0159'EAST OF THE EAST RAIL, 24 FEET SOUTH OF A CATTLE GUARD, AND ABOUT 4
 CO0159'FEET LOWER THAN THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CO0159'DISK, STAMPED TRA STA B 232 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0239 ***********************************************************************
 DH0239  DESIGNATION -  B 232
 DH0239  PID         -  DH0239
 DH0239  STATE/COUNTY-  AL/ST CLAIR
 DH0239  USGS QUAD   -  COOKS SPRINGS (1972)
 DH0239
 DH0239                         *CURRENT SURVEY CONTROL
 DH0239  ___________________________________________________________________
 DH0239* NAD 83(1986)-  33 31 26.     (N)    086 23 58.     (W)     SCALED    
 DH0239* NAVD 88     -       138.387  (meters)     454.02   (feet)  ADJUSTED  
 DH0239  ___________________________________________________________________
 DH0239  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0239  DYNAMIC HT  -         138.235 (meters)     453.53  (feet)  COMP
 DH0239  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 DH0239
 DH0239  VERT ORDER  -  SECOND    CLASS 0
 DH0239
 DH0239.The horizontal coordinates were scaled from a topographic map and have
 DH0239.an estimated accuracy of +/- 6 seconds.
 DH0239
 DH0239.The orthometric height was determined by differential leveling
 DH0239.and adjusted by the National Geodetic Survey in June 1991..
 DH0239
 DH0239.The geoid height was determined by GEOID03.
 DH0239
 DH0239.The dynamic height is computed by dividing the NAVD 88
 DH0239.geopotential number by the normal gravity value computed on the
 DH0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0239.degrees latitude (g = 980.6199 gals.).
 DH0239
 DH0239.The modeled gravity was interpolated from observed gravity values.
 DH0239
 DH0239;                    North         East    Units  Estimated Accuracy
 DH0239;SPC AL E     -   335,440.      147,410.      MT  (+/- 180 meters Scaled)
 DH0239
 DH0239                          SUPERSEDED SURVEY CONTROL
 DH0239
 DH0239  NGVD 29 (??/??/92)  138.337  (m)          453.86   (f) ADJ UNCH    2 0
 DH0239
 DH0239.Superseded values are not recommended for survey control.
 DH0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0239.See file dsdata.txt to determine how the superseded data were derived.
 DH0239
 DH0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC557095(NAD 83)
 DH0239_MARKER: DB = BENCH MARK DISK
 DH0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0239_STAMPING: B 232 1947
 DH0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0239+STABILITY: SURFACE MOTION
 DH0239
 DH0239  HISTORY     - Date     Condition        Report By
 DH0239  HISTORY     - 1947     MONUMENTED       CGS
 DH0239  HISTORY     - 1962     MARK NOT FOUND   USGS
 DH0239
 DH0239                          STATION DESCRIPTION
 DH0239
 DH0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0239'4.6 MI NW FROM LONDON.
 DH0239'ABOUT 4.6 MILES NORTHWEST ALONG THE PRESCOTT ROAD FROM ITS
 DH0239'INTERSECTION WITH STATE HIGHWAY 25 AT LONDON, 0.45 MILE WEST OF ITS
 DH0239'INTERSECTION WITH A ROAD LEADING NORTHEAST TO EDEN, 0.1 MILE NORTHWEST
 DH0239'OF THE BRIDGE OVER WOLF CREEK, 21 FEET WEST OF THE CENTER OF AN
 DH0239'ENTRANCE TO A PASTURE, 19 FEET NORTH OF AND ABOUT LEVEL WITH THE
 DH0239'CENTER OF THE ROAD, 16 FEET WEST OF THE WEST GATE POST IN THE PASTURE
 DH0239'FENCE (POST ITS ALSO A CORNER FENCE POST), AND 1 FOOT SOUTH OF THE
 DH0239'FENCE LINE.  A BRONZE DISK IN THE TOP OF A CONCRETE POST PROJECTING
 DH0239'6-INCHES.
 DH0239
 DH0239                          STATION RECOVERY (1962)
 DH0239
 DH0239'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DH0239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0663 ***********************************************************************
 DH0663  DESIGNATION -  B 233
 DH0663  PID         -  DH0663
 DH0663  STATE/COUNTY-  AL/TALLADEGA
 DH0663  USGS QUAD   -  TALLADEGA (1987)
 DH0663
 DH0663                         *CURRENT SURVEY CONTROL
 DH0663  ___________________________________________________________________
 DH0663* NAD 83(1986)-  33 28 35.     (N)    086 07 11.     (W)     SCALED    
 DH0663* NAVD 88     -       174.888  (meters)     573.78   (feet)  ADJUSTED  
 DH0663  ___________________________________________________________________
 DH0663  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DH0663  DYNAMIC HT  -         174.699 (meters)     573.16  (feet)  COMP
 DH0663  MODELED GRAV-     979,550.2   (mgal)                       NAVD 88
 DH0663
 DH0663  VERT ORDER  -  SECOND    CLASS 0
 DH0663
 DH0663.The horizontal coordinates were scaled from a topographic map and have
 DH0663.an estimated accuracy of +/- 6 seconds.
 DH0663
 DH0663.The orthometric height was determined by differential leveling
 DH0663.and adjusted by the National Geodetic Survey in June 1991..
 DH0663
 DH0663.The geoid height was determined by GEOID03.
 DH0663
 DH0663.The dynamic height is computed by dividing the NAVD 88
 DH0663.geopotential number by the normal gravity value computed on the
 DH0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0663.degrees latitude (g = 980.6199 gals.).
 DH0663
 DH0663.The modeled gravity was interpolated from observed gravity values.
 DH0663
 DH0663;                    North         East    Units  Estimated Accuracy
 DH0663;SPC AL E     -   330,070.      173,380.      MT  (+/- 180 meters Scaled)
 DH0663
 DH0663                          SUPERSEDED SURVEY CONTROL
 DH0663
 DH0663  NGVD 29 (??/??/92)  174.827  (m)          573.58   (f) ADJ UNCH    2 0
 DH0663
 DH0663.Superseded values are not recommended for survey control.
 DH0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0663.See file dsdata.txt to determine how the superseded data were derived.
 DH0663
 DH0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC817044(NAD 83)
 DH0663_MARKER: DB = BENCH MARK DISK
 DH0663_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH0663_SP_SET: CULVERT HEADWALL
 DH0663_STAMPING: B 233 1947
 DH0663_MARK LOGO: CGS   
 DH0663_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0663+STABILITY: SURFACE MOTION
 DH0663
 DH0663  HISTORY     - Date     Condition        Report By
 DH0663  HISTORY     - 1947     MONUMENTED       CGS
 DH0663  HISTORY     - 19920828 GOOD             NGS
 DH0663
 DH0663                          STATION DESCRIPTION
 DH0663
 DH0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0663'3.4 MI N FROM TALLADEGA.
 DH0663'ABOUT 3.4 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE COURT HOUSE AT
 DH0663'TALLADEGA, 147 FEET NORTHWEST OF THE CENTER OF THE JUNCTION OF STATE
 DH0663'HIGHWAY 48, SET IN THE TOP OF THE SOUTH EAST END OF THE SOUTH WEST
 DH0663'HEAD WALL OF A TRIPLE 10 BY 6 FOOT CONCRETE BOX CULVERT, 17 FEET
 DH0663'SOUTHWEST OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF HIGHWAY 102.
 DH0663
 DH0663                          STATION RECOVERY (1992)
 DH0663
 DH0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (WJR)
 DH0663'STATION WAS RECOVERED AS DESCRIBED.  STATION TO BE DESTROYED BY
 DH0663'CONSTRUCTION SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9987 ***********************************************************************
 AA9987  DESIGNATION -  B 233 RESET
 AA9987  PID         -  AA9987
 AA9987  STATE/COUNTY-  AL/TALLADEGA
 AA9987  USGS QUAD   -  TALLADEGA (1987)
 AA9987
 AA9987                         *CURRENT SURVEY CONTROL
 AA9987  ___________________________________________________________________
 AA9987* NAD 83(1986)-  33 28 35.     (N)    086 07 11.     (W)     SCALED    
 AA9987* NAVD 88     -       175.24   (meters)     574.9    (feet)  RESET     
 AA9987  ___________________________________________________________________
 AA9987  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA9987
 AA9987  VERT ORDER  -  THIRD
 AA9987
 AA9987.The horizontal coordinates were scaled from a topographic map and have
 AA9987.an estimated accuracy of +/- 6 seconds.
 AA9987
 AA9987.The orthometric height was computed from unverified reset data.
 AA9987
 AA9987.The geoid height was determined by GEOID03.
 AA9987
 AA9987;                    North         East    Units  Estimated Accuracy
 AA9987;SPC AL E     -   330,070.      173,380.      MT  (+/- 180 meters Scaled)
 AA9987
 AA9987                          SUPERSEDED SURVEY CONTROL
 AA9987
 AA9987.No superseded survey control is available for this station.
 AA9987
 AA9987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC817044(NAD 83)
 AA9987_MARKER: DV = VERTICAL CONTROL DISK
 AA9987_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9987_SP_SET: GAS PUMP ISLAND
 AA9987_STAMPING: B 233 1947 RESET 1992
 AA9987_MARK LOGO: NGS   
 AA9987_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9987_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9987
 AA9987  HISTORY     - Date     Condition        Report By
 AA9987  HISTORY     - 1992     MONUMENTED       NGS
 AA9987  HISTORY     - 20060623 MARK NOT FOUND   GEOCAC
 AA9987
 AA9987                          STATION DESCRIPTION
 AA9987
 AA9987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (WJR)
 AA9987'THE STATION IS ABOUT 3.15 MILES (5.07 KM) NORTH OF THE POST OFFICE IN
 AA9987'TALLADEGA AND ALONG THE WEST SIDE OF AL 77 AT A GAS STATION JUST SOUTH
 AA9987'OF THE JUNCTION OF AL 77 AND AL 34 TO THE WEST. THE MARK IS SET IN THE
 AA9987'GAS ISLAND OF THE FILLING STATION ON THE WEST SIDE OF THE HIGHWAY,
 AA9987'ABOUT 0.5 FT (15.2 CM) NORTHEAST OF THE 6-INCH PIPE CENTER SUPPORT IN
 AA9987'THE GAS ISLAND.
 AA9987
 AA9987                          STATION RECOVERY (2006)
 AA9987
 AA9987'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 AA9987'IT APPEARS THE GAS ISLANDS HAVE BEEN UPDATED AND THERE ARE NO CURBS
 AA9987'THAT CAN HOLD A VERTICAL
 AA9987'MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2113 ***********************************************************************
 DG2113  DESIGNATION -  B 234
 DG2113  PID         -  DG2113
 DG2113  STATE/COUNTY-  AL/CALHOUN
 DG2113  USGS QUAD   -  EULATON (1972)
 DG2113
 DG2113                         *CURRENT SURVEY CONTROL
 DG2113  ___________________________________________________________________
 DG2113* NAD 83(1986)-  33 38 04.     (N)    085 54 39.     (W)     SCALED    
 DG2113* NAVD 88     -       208.111  (meters)     682.78   (feet)  ADJUSTED  
 DG2113  ___________________________________________________________________
 DG2113  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG2113  DYNAMIC HT  -         207.887 (meters)     682.04  (feet)  COMP
 DG2113  MODELED GRAV-     979,558.6   (mgal)                       NAVD 88
 DG2113
 DG2113  VERT ORDER  -  SECOND    CLASS 0
 DG2113
 DG2113.The horizontal coordinates were scaled from a topographic map and have
 DG2113.an estimated accuracy of +/- 6 seconds.
 DG2113
 DG2113.The orthometric height was determined by differential leveling
 DG2113.and adjusted by the National Geodetic Survey in June 1991..
 DG2113
 DG2113.The geoid height was determined by GEOID03.
 DG2113
 DG2113.The dynamic height is computed by dividing the NAVD 88
 DG2113.geopotential number by the normal gravity value computed on the
 DG2113.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2113.degrees latitude (g = 980.6199 gals.).
 DG2113
 DG2113.The modeled gravity was interpolated from observed gravity values.
 DG2113
 DG2113;                    North         East    Units  Estimated Accuracy
 DG2113;SPC AL E     -   347,560.      192,810.      MT  (+/- 180 meters Scaled)
 DG2113
 DG2113                          SUPERSEDED SURVEY CONTROL
 DG2113
 DG2113  NGVD 29 (??/??/92)  208.030  (m)          682.51   (f) ADJ UNCH    2 0
 DG2113
 DG2113.Superseded values are not recommended for survey control.
 DG2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2113.See file dsdata.txt to determine how the superseded data were derived.
 DG2113
 DG2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC010221(NAD 83)
 DG2113_MARKER: DB = BENCH MARK DISK
 DG2113_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG2113_SP_SET: CULVERT
 DG2113_STAMPING: B 234 1947
 DG2113_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2113
 DG2113  HISTORY     - Date     Condition        Report By
 DG2113  HISTORY     - 1947     MONUMENTED       CGS
 DG2113
 DG2113                          STATION DESCRIPTION
 DG2113
 DG2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2113'5.6 MI SW FROM ANNISTON.
 DG2113'ABOUT 5.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 78 FROM THE WILSON
 DG2113'BUILDING AT ANNISTON, ABOUT 1.05 MILES NORTHEAST OF THE HIGHWAY
 DG2113'OVER PASS OVER THE LOUISVILLE AND NASHVILLE RAILROAD, 0.3 MILE
 DG2113'NORTHEAST OF C.E. CANTER PAN-AM SERVICE STATION, SET IN THE TOP
 DG2113'OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 3 BY 3 FOOT
 DG2113'CONCRETE BOX CULVERT, 64 FEET SOUTH OF THE SOUTH CORNER OF THE
 DG2113'O.M. GRIER RESIDENCE, 22 FEET NORTHWEST OF AND ABOUT 4 FEET
 DG2113'BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2103 ***********************************************************************
 DG2103  DESIGNATION -  B 235
 DG2103  PID         -  DG2103
 DG2103  STATE/COUNTY-  AL/CALHOUN
 DG2103  USGS QUAD   -  WELLINGTON (1972)
 DG2103
 DG2103                         *CURRENT SURVEY CONTROL
 DG2103  ___________________________________________________________________
 DG2103* NAD 83(1986)-  33 45 24.     (N)    085 54 00.     (W)     SCALED    
 DG2103* NAVD 88     -       174.532  (meters)     572.61   (feet)  ADJUSTED  
 DG2103  ___________________________________________________________________
 DG2103  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG2103  DYNAMIC HT  -         174.347 (meters)     572.00  (feet)  COMP
 DG2103  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DG2103
 DG2103  VERT ORDER  -  SECOND    CLASS 0
 DG2103
 DG2103.The horizontal coordinates were scaled from a topographic map and have
 DG2103.an estimated accuracy of +/- 6 seconds.
 DG2103
 DG2103.The orthometric height was determined by differential leveling
 DG2103.and adjusted by the National Geodetic Survey in June 1991..
 DG2103
 DG2103.The geoid height was determined by GEOID03.
 DG2103
 DG2103.The dynamic height is computed by dividing the NAVD 88
 DG2103.geopotential number by the normal gravity value computed on the
 DG2103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2103.degrees latitude (g = 980.6199 gals.).
 DG2103
 DG2103.The modeled gravity was interpolated from observed gravity values.
 DG2103
 DG2103;                    North         East    Units  Estimated Accuracy
 DG2103;SPC AL E     -   361,120.      193,820.      MT  (+/- 180 meters Scaled)
 DG2103
 DG2103                          SUPERSEDED SURVEY CONTROL
 DG2103
 DG2103  NGVD 29 (??/??/92)  174.456  (m)          572.36   (f) ADJ UNCH    2 0
 DG2103
 DG2103.Superseded values are not recommended for survey control.
 DG2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2103.See file dsdata.txt to determine how the superseded data were derived.
 DG2103
 DG2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC018357(NAD 83)
 DG2103_MARKER: DB = BENCH MARK DISK
 DG2103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG2103_SP_SET: CULVERT
 DG2103_STAMPING: B 235 1947
 DG2103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2103
 DG2103  HISTORY     - Date     Condition        Report By
 DG2103  HISTORY     - 1947     MONUMENTED       CGS
 DG2103
 DG2103                          STATION DESCRIPTION
 DG2103
 DG2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2103'1.4 MI SW FROM ALEXANDRIA.
 DG2103'ABOUT 0.25 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 DG2103'RAILROAD FROM THE STATION AT ALEXANDRIA, THENCE ABOUT 1.15 MILES
 DG2103'SOUTHWEST ALONG A COUNTY ROAD LEADING TO GATE 5 OF THE MORRISVILLE
 DG2103'BIVOUAC AREA, ABOUT 1.5 MILES NORTHEAST OF GATE 5, SET IN THE TOP
 DG2103'OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE HEAD WALL OF A 5
 DG2103'FOOT METAL PIPE CULVERT, 9 FEET SOUTHEAST OF AND ABOUT 1 FOOT
 DG2103'ABOVE THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1821 ***********************************************************************
 DG1821  DESIGNATION -  B 236
 DG1821  PID         -  DG1821
 DG1821  STATE/COUNTY-  AL/CALHOUN
 DG1821  USGS QUAD   -  WELLINGTON (1972)
 DG1821
 DG1821                         *CURRENT SURVEY CONTROL
 DG1821  ___________________________________________________________________
 DG1821* NAD 83(1986)-  33 47 33.     (N)    085 59 04.     (W)     SCALED    
 DG1821* NAVD 88     -       155.422  (meters)     509.91   (feet)  ADJUSTED  
 DG1821  ___________________________________________________________________
 DG1821  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG1821  DYNAMIC HT  -         155.258 (meters)     509.38  (feet)  COMP
 DG1821  MODELED GRAV-     979,578.0   (mgal)                       NAVD 88
 DG1821
 DG1821  VERT ORDER  -  FIRST     CLASS II
 DG1821
 DG1821.The horizontal coordinates were scaled from a topographic map and have
 DG1821.an estimated accuracy of +/- 6 seconds.
 DG1821
 DG1821.The orthometric height was determined by differential leveling
 DG1821.and adjusted by the National Geodetic Survey in June 1991..
 DG1821
 DG1821.The geoid height was determined by GEOID03.
 DG1821
 DG1821.The dynamic height is computed by dividing the NAVD 88
 DG1821.geopotential number by the normal gravity value computed on the
 DG1821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1821.degrees latitude (g = 980.6199 gals.).
 DG1821
 DG1821.The modeled gravity was interpolated from observed gravity values.
 DG1821
 DG1821;                    North         East    Units  Estimated Accuracy
 DG1821;SPC AL E     -   365,100.      186,010.      MT  (+/- 180 meters Scaled)
 DG1821
 DG1821                          SUPERSEDED SURVEY CONTROL
 DG1821
 DG1821  NGVD 29 (??/??/92)  155.363  (m)          509.72   (f) ADJ UNCH    1 2
 DG1821
 DG1821.Superseded values are not recommended for survey control.
 DG1821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1821.See file dsdata.txt to determine how the superseded data were derived.
 DG1821
 DG1821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC940396(NAD 83)
 DG1821_MARKER: DB = BENCH MARK DISK
 DG1821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1821_STAMPING: B 236 1947
 DG1821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1821+STABILITY: SURFACE MOTION
 DG1821
 DG1821  HISTORY     - Date     Condition        Report By
 DG1821  HISTORY     - 1947     MONUMENTED       CGS
 DG1821
 DG1821                          STATION DESCRIPTION
 DG1821
 DG1821'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG1821'1.2 MI NE FROM OHATCHEE.
 DG1821'ABOUT 1.25 MILES NORTHEAST ALONG THE SEABOARD AIRLINE RAILWAY FROM
 DG1821'THE STATION AT OHATCHEE, ABOUT 0.25 MILE SOUTHWEST OF MILE POST
 DG1821'679, ABOUT 15 RAILS NORTHEAST OF A SIGN OHATCHEE, SET IN THE
 DG1821'SOUTH ANGLE OF A FARM LANE CROSSING, 33 FEET SOUTHEAST OF THE
 DG1821'SOUTHEAST RAIL, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DG1821'FARM LANE, 18 FEET NORTHWEST OF THE CENTER LINE OF A ROAD
 DG1821'PARALLELING THE TRACK, 70 FEET NORTHEAST OF A TELEGRAPH POLE, 2
 DG1821'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 DG1821'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DG1821'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0038 ***********************************************************************
 DH0038  DESIGNATION -  B 237
 DH0038  PID         -  DH0038
 DH0038  STATE/COUNTY-  AL/ST CLAIR
 DH0038  USGS QUAD   -  WATTSVILLE (1972)
 DH0038
 DH0038                         *CURRENT SURVEY CONTROL
 DH0038  ___________________________________________________________________
 DH0038* NAD 83(1986)-  33 41 04.     (N)    086 20 30.     (W)     SCALED    
 DH0038* NAVD 88     -       234.686  (meters)     769.97   (feet)  ADJUSTED  
 DH0038  ___________________________________________________________________
 DH0038  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0038  DYNAMIC HT  -         234.431 (meters)     769.13  (feet)  COMP
 DH0038  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 DH0038
 DH0038  VERT ORDER  -  FIRST     CLASS II
 DH0038
 DH0038.The horizontal coordinates were scaled from a topographic map and have
 DH0038.an estimated accuracy of +/- 6 seconds.
 DH0038
 DH0038.The orthometric height was determined by differential leveling
 DH0038.and adjusted by the National Geodetic Survey in June 1991..
 DH0038
 DH0038.The geoid height was determined by GEOID03.
 DH0038
 DH0038.The dynamic height is computed by dividing the NAVD 88
 DH0038.geopotential number by the normal gravity value computed on the
 DH0038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0038.degrees latitude (g = 980.6199 gals.).
 DH0038
 DH0038.The modeled gravity was interpolated from observed gravity values.
 DH0038
 DH0038;                    North         East    Units  Estimated Accuracy
 DH0038;SPC AL E     -   353,220.      152,870.      MT  (+/- 180 meters Scaled)
 DH0038
 DH0038                          SUPERSEDED SURVEY CONTROL
 DH0038
 DH0038  NGVD 29 (??/??/92)  234.639  (m)          769.81   (f) ADJ UNCH    1 2
 DH0038
 DH0038.Superseded values are not recommended for survey control.
 DH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0038.See file dsdata.txt to determine how the superseded data were derived.
 DH0038
 DH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC610273(NAD 83)
 DH0038_MARKER: DB = BENCH MARK DISK
 DH0038_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0038_SP_SET: CONCRETE TUNNEL LINING
 DH0038_STAMPING: B 237 1947
 DH0038_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0038
 DH0038  HISTORY     - Date     Condition        Report By
 DH0038  HISTORY     - 1947     MONUMENTED       CGS
 DH0038
 DH0038                          STATION DESCRIPTION
 DH0038
 DH0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0038'3.8 MI E FROM ODENVILLE.
 DH0038'ABOUT 3.8 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 DH0038'STATION AT ODENVILLE, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE
 DH0038'TUNNEL LINING AT THE EAST END OF HARDWICK TUNNEL, 80 FEET WEST OF MILE
 DH0038'POST 705, 7.4 FEET SOUTH OF THE SOUTH RAIL, AND ABOUT 2.1 FEET ABOVE
 DH0038'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1121 ***********************************************************************
 DH1121  DESIGNATION -  B 238
 DH1121  PID         -  DH1121
 DH1121  STATE/COUNTY-  AL/JEFFERSON
 DH1121  USGS QUAD   -  LEEDS (1978)
 DH1121
 DH1121                         *CURRENT SURVEY CONTROL
 DH1121  ___________________________________________________________________
 DH1121* NAD 83(1986)-  33 36 25.     (N)    086 34 10.     (W)     SCALED    
 DH1121* NAVD 88     -       230.844  (meters)     757.36   (feet)  ADJUSTED  
 DH1121  ___________________________________________________________________
 DH1121  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1121  DYNAMIC HT  -         230.588 (meters)     756.52  (feet)  COMP
 DH1121  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 DH1121
 DH1121  VERT ORDER  -  FIRST     CLASS II
 DH1121
 DH1121.The horizontal coordinates were scaled from a topographic map and have
 DH1121.an estimated accuracy of +/- 6 seconds.
 DH1121
 DH1121.The orthometric height was determined by differential leveling
 DH1121.and adjusted by the National Geodetic Survey in June 1991..
 DH1121
 DH1121.The geoid height was determined by GEOID03.
 DH1121
 DH1121.The dynamic height is computed by dividing the NAVD 88
 DH1121.geopotential number by the normal gravity value computed on the
 DH1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1121.degrees latitude (g = 980.6199 gals.).
 DH1121
 DH1121.The modeled gravity was interpolated from observed gravity values.
 DH1121
 DH1121;                    North         East    Units  Estimated Accuracy
 DH1121;SPC AL W     -   400,310.      686,360.      MT  (+/- 180 meters Scaled)
 DH1121
 DH1121                          SUPERSEDED SURVEY CONTROL
 DH1121
 DH1121  NGVD 29 (??/??/92)  230.792  (m)          757.19   (f) ADJ UNCH    1 2
 DH1121
 DH1121.Superseded values are not recommended for survey control.
 DH1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1121.See file dsdata.txt to determine how the superseded data were derived.
 DH1121
 DH1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC399186(NAD 83)
 DH1121_MARKER: DB = BENCH MARK DISK
 DH1121_SETTING: 66 = SET IN ROCK OUTCROP
 DH1121_SP_SET: ROCK LEDGE
 DH1121_STAMPING: B 238 1947
 DH1121_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1121+STABILITY: POSITION/ELEVATION WELL
 DH1121
 DH1121  HISTORY     - Date     Condition        Report By
 DH1121  HISTORY     - 1947     MONUMENTED       CGS
 DH1121
 DH1121                          STATION DESCRIPTION
 DH1121
 DH1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1121'3.85 MI SW FROM PARSONS.
 DH1121'ABOUT 3.85 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 DH1121'THE STATION AT PARSONS, ABOUT 0.85 MILE SOUTHWEST OF THE CAHABA RIVER
 DH1121'TRESTLE AND THE JEFFERSON-ST. CLAIR COUNTY LINE, ABOUT 0.85 MILES
 DH1121'NORTHEAST OF THE CROSSING AT ROPER, ABOUT 0.3 MILE NORTHEAST OF THE
 DH1121'EAST END OF THE ROPER TUNNEL, ABOUT 6 RAILS NORTHEAST OF THE SOUTHWEST
 DH1121'END OF A ROCK CUT, SET IN THE TOP OF A ROCK LEDGE, 6.8 FEET NORTH OF
 DH1121'AND ABOUT 0.5 FOOT ABOVE THE NORTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1207 ***********************************************************************
 DH1207  DESIGNATION -  B 239
 DH1207  PID         -  DH1207
 DH1207  STATE/COUNTY-  AL/JEFFERSON
 DH1207  USGS QUAD   -  IRONDALE (1978)
 DH1207
 DH1207                         *CURRENT SURVEY CONTROL
 DH1207  ___________________________________________________________________
 DH1207* NAD 83(1986)-  33 35 08.     (N)    086 40 27.     (W)     SCALED    
 DH1207* NAVD 88     -       271.230  (meters)     889.86   (feet)  ADJUSTED  
 DH1207  ___________________________________________________________________
 DH1207  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH1207  DYNAMIC HT  -         270.927 (meters)     888.87  (feet)  COMP
 DH1207  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 DH1207
 DH1207  VERT ORDER  -  SECOND    CLASS 0
 DH1207
 DH1207.The horizontal coordinates were scaled from a topographic map and have
 DH1207.an estimated accuracy of +/- 6 seconds.
 DH1207
 DH1207.The orthometric height was determined by differential leveling
 DH1207.and adjusted by the National Geodetic Survey in June 1991..
 DH1207
 DH1207.The geoid height was determined by GEOID03.
 DH1207
 DH1207.The dynamic height is computed by dividing the NAVD 88
 DH1207.geopotential number by the normal gravity value computed on the
 DH1207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1207.degrees latitude (g = 980.6199 gals.).
 DH1207
 DH1207.The modeled gravity was interpolated from observed gravity values.
 DH1207
 DH1207;                    North         East    Units  Estimated Accuracy
 DH1207;SPC AL W     -   397,860.      676,660.      MT  (+/- 180 meters Scaled)
 DH1207
 DH1207                          SUPERSEDED SURVEY CONTROL
 DH1207
 DH1207  NGVD 29 (??/??/92)  271.185  (m)          889.71   (f) ADJ UNCH    2 0
 DH1207
 DH1207.Superseded values are not recommended for survey control.
 DH1207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1207.See file dsdata.txt to determine how the superseded data were derived.
 DH1207
 DH1207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC302162(NAD 83)
 DH1207_MARKER: DB = BENCH MARK DISK
 DH1207_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1207_SP_SET: OVERPASS
 DH1207_STAMPING: B 239 1947
 DH1207_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1207
 DH1207  HISTORY     - Date     Condition        Report By
 DH1207  HISTORY     - 1947     MONUMENTED       CGS
 DH1207
 DH1207                          STATION DESCRIPTION
 DH1207
 DH1207'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1207'2.0 MI SE FROM HUFFMAN.
 DH1207'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 38 FROM THE BAPTIST CHURCH
 DH1207'AT HUFFMAN, THENCE ABOUT 1.25 MILES SOUTHEAST ALONG THE GENE REED
 DH1207'ROAD, THENCE ABOUT 0.6 MILE EAST ALONG U. S. HIGHWAY 11, AT AN
 DH1207'ABANDONED RAILROAD OVERPASS OVER THE HIGHWAY, SET VERTICALLY IN THE
 DH1207'NORTH FACE OF THE WEST CONCRETE WING WALL, 24 FEET SOUTHWEST OF THE
 DH1207'CENTER LINE OF THE HIGHWAY, 19.5 FEET EAST OF THE WEST END OF THE
 DH1207'WINGWALL, AND ABOUT 2 FEET ABOVE THE GROUND.  NOTE-- MARK MAY BE
 DH1207'REACHED FROM THE JUNCTION OF STATE HIGHWAY 38 AND U. S. HIGHWAY 11 AT
 DH1207'ROEBUCK BY GOING ABOUT 1.5 MILES NORTHEAST ALONG U. S. HIGHWAY 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1247 ***********************************************************************
 BT1247  DESIGNATION -  B 24
 BT1247  PID         -  BT1247
 BT1247  STATE/COUNTY-  AL/BARBOUR
 BT1247  USGS QUAD   -  LOUISVILLE (1968)
 BT1247
 BT1247                         *CURRENT SURVEY CONTROL
 BT1247  ___________________________________________________________________
 BT1247* NAD 83(1986)-  31 45 27.     (N)    085 34 54.     (W)     SCALED    
 BT1247* NAVD 88     -       156.634  (meters)     513.89   (feet)  ADJUSTED  
 BT1247  ___________________________________________________________________
 BT1247  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BT1247  DYNAMIC HT  -         156.449 (meters)     513.28  (feet)  COMP
 BT1247  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 BT1247
 BT1247  VERT ORDER  -  SECOND    CLASS 0
 BT1247
 BT1247.The horizontal coordinates were scaled from a topographic map and have
 BT1247.an estimated accuracy of +/- 6 seconds.
 BT1247
 BT1247.The orthometric height was determined by differential leveling
 BT1247.and adjusted by the National Geodetic Survey in June 1991..
 BT1247
 BT1247.The geoid height was determined by GEOID03.
 BT1247
 BT1247.The dynamic height is computed by dividing the NAVD 88
 BT1247.geopotential number by the normal gravity value computed on the
 BT1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1247.degrees latitude (g = 980.6199 gals.).
 BT1247
 BT1247.The modeled gravity was interpolated from observed gravity values.
 BT1247
 BT1247;                    North         East    Units  Estimated Accuracy
 BT1247;SPC AL E     -   139,440.      223,840.      MT  (+/- 180 meters Scaled)
 BT1247
 BT1247                          SUPERSEDED SURVEY CONTROL
 BT1247
 BT1247  NGVD 29 (??/??/92)  156.651  (m)          513.95   (f) ADJ UNCH    2 0
 BT1247
 BT1247.Superseded values are not recommended for survey control.
 BT1247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1247.See file dsdata.txt to determine how the superseded data were derived.
 BT1247
 BT1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA343144(NAD 83)
 BT1247_MARKER: DB = BENCH MARK DISK
 BT1247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1247_STAMPING: B 24 1934
 BT1247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1247+STABILITY: SURFACE MOTION
 BT1247
 BT1247  HISTORY     - Date     Condition        Report By
 BT1247  HISTORY     - 1934     MONUMENTED       CGS
 BT1247  HISTORY     - 1952     GOOD             NGS
 BT1247
 BT1247                          STATION DESCRIPTION
 BT1247
 BT1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT1247'2.5 MI SW FROM LOUISVILLE.
 BT1247'2.5 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT1247'THE STATION AT LOUISVILLE, AT A ROAD CROSSING, IN A CULTIVATED
 BT1247'FIELD, 32 FEET WEST OF CENTER OF CROSSING OF NORTH-SOUTH GRAVEL
 BT1247'ROAD, 26 FEET NORTHWEST OF NORTHWEST RAIL, 47 FEET SOUTHWEST AND
 BT1247'ACROSS ROAD FROM A CROSSING WARNING SIGN, 1 FOOT NORTHWEST OF A
 BT1247'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK
 BT1247'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0115 ***********************************************************************
 DH0115  DESIGNATION -  B 242
 DH0115  PID         -  DH0115
 DH0115  STATE/COUNTY-  AL/ST CLAIR
 DH0115  USGS QUAD   -  OHATCHEE (1949)
 DH0115
 DH0115                         *CURRENT SURVEY CONTROL
 DH0115  ___________________________________________________________________
 DH0115* NAD 83(1986)-  33 50 24.     (N)    086 07 06.     (W)     SCALED    
 DH0115* NAVD 88     -       158.520  (meters)     520.08   (feet)  ADJUSTED  
 DH0115  ___________________________________________________________________
 DH0115  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH0115  DYNAMIC HT  -         158.351 (meters)     519.52  (feet)  COMP
 DH0115  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 DH0115
 DH0115  VERT ORDER  -  SECOND    CLASS 0
 DH0115
 DH0115.The horizontal coordinates were scaled from a topographic map and have
 DH0115.an estimated accuracy of +/- 6 seconds.
 DH0115
 DH0115.The orthometric height was determined by differential leveling
 DH0115.and adjusted by the National Geodetic Survey in June 1991..
 DH0115
 DH0115.The geoid height was determined by GEOID03.
 DH0115
 DH0115.The dynamic height is computed by dividing the NAVD 88
 DH0115.geopotential number by the normal gravity value computed on the
 DH0115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0115.degrees latitude (g = 980.6199 gals.).
 DH0115
 DH0115.The modeled gravity was interpolated from observed gravity values.
 DH0115
 DH0115;                    North         East    Units  Estimated Accuracy
 DH0115;SPC AL E     -   370,390.      173,620.      MT  (+/- 180 meters Scaled)
 DH0115
 DH0115                          SUPERSEDED SURVEY CONTROL
 DH0115
 DH0115  NGVD 29 (??/??/92)  158.476  (m)          519.93   (f) ADJ UNCH    2 0
 DH0115
 DH0115.Superseded values are not recommended for survey control.
 DH0115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0115.See file dsdata.txt to determine how the superseded data were derived.
 DH0115
 DH0115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC815447(NAD 83)
 DH0115_MARKER: DB = BENCH MARK DISK
 DH0115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0115_STAMPING: B 242 1947
 DH0115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0115+STABILITY: SURFACE MOTION
 DH0115
 DH0115  HISTORY     - Date     Condition        Report By
 DH0115  HISTORY     - 1947     MONUMENTED       CGS
 DH0115
 DH0115                          STATION DESCRIPTION
 DH0115
 DH0115'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0115'3.35 MI W FROM GREENSPORT.
 DH0115'ABOUT 0.2 MILE NORTH ALONG A GRAVEL ROAD FROM THE BRIDGE OVER BEAVER
 DH0115'CREEK AT GREENSPORT, THENCE ABOUT 3.15 MILES WEST ALONG A GRAVEL ROAD,
 DH0115'ABOUT 0.35 MILE WEST OF EDWARDS SCHOOL, AT OLDHAMS CHAPEL, 170 FEET
 DH0115'SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH, 22 FEET WEST OF THE
 DH0115'CENTER LINE OF A DRIVE TO THE CHURCH, 47 FEET NORTHWEST OF THE CENTER
 DH0115'LINE OF THE ROAD, 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 DH0115'1.5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0115'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0073 ***********************************************************************
 DH0073  DESIGNATION -  B 243
 DH0073  PID         -  DH0073
 DH0073  STATE/COUNTY-  AL/ST CLAIR
 DH0073  USGS QUAD   -  HYATT GAP (1978)
 DH0073
 DH0073                         *CURRENT SURVEY CONTROL
 DH0073  ___________________________________________________________________
 DH0073* NAD 83(1986)-  33 53 21.     (N)    086 16 05.     (W)     SCALED    
 DH0073* NAVD 88     -       188.304  (meters)     617.79   (feet)  ADJUSTED  
 DH0073  ___________________________________________________________________
 DH0073  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH0073  DYNAMIC HT  -         188.100 (meters)     617.12  (feet)  COMP
 DH0073  MODELED GRAV-     979,548.0   (mgal)                       NAVD 88
 DH0073
 DH0073  VERT ORDER  -  SECOND    CLASS 0
 DH0073
 DH0073.The horizontal coordinates were scaled from a topographic map and have
 DH0073.an estimated accuracy of +/- 6 seconds.
 DH0073
 DH0073.The orthometric height was determined by differential leveling
 DH0073.and adjusted by the National Geodetic Survey in June 1991..
 DH0073
 DH0073.The geoid height was determined by GEOID03.
 DH0073
 DH0073.The dynamic height is computed by dividing the NAVD 88
 DH0073.geopotential number by the normal gravity value computed on the
 DH0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0073.degrees latitude (g = 980.6199 gals.).
 DH0073
 DH0073.The modeled gravity was interpolated from observed gravity values.
 DH0073
 DH0073;                    North         East    Units  Estimated Accuracy
 DH0073;SPC AL E     -   375,900.      159,790.      MT  (+/- 180 meters Scaled)
 DH0073
 DH0073                          SUPERSEDED SURVEY CONTROL
 DH0073
 DH0073  NGVD 29 (??/??/92)  188.260  (m)          617.65   (f) ADJ UNCH    2 0
 DH0073
 DH0073.Superseded values are not recommended for survey control.
 DH0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0073.See file dsdata.txt to determine how the superseded data were derived.
 DH0073
 DH0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC676501(NAD 83)
 DH0073_MARKER: DB = BENCH MARK DISK
 DH0073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0073_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0073_STAMPING: B 243 1947
 DH0073_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0073+STABILITY: SURFACE MOTION
 DH0073
 DH0073  HISTORY     - Date     Condition        Report By
 DH0073  HISTORY     - 1947     MONUMENTED       CGS
 DH0073
 DH0073                          STATION DESCRIPTION
 DH0073
 DH0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0073'5.0 MI SW FROM STEELE.
 DH0073'ABOUT 5.0 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 ALTERNATE FROM THE
 DH0073'POST OFFICE AT STEELE, 203 FEET NORTHEAST OF THE NORTHEAST GASOLINE
 DH0073'PUMP IN FRONT OF THE PRODUCE STORE AND SERVICE STATION, 30 FEET
 DH0073'SOUTHEAST OF AND ABOUT 2 FEET BELOW THE CENTER LINE OF THE HIGHWAY, 5
 DH0073'FEET SOUTHWEST OF TELEPHONE POLE NO. 4024 AND IN LINE WITH THE ROW OF
 DH0073'POLES, 1 FOOT NORTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP
 DH0073'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1124 ***********************************************************************
 EE1124  DESIGNATION -  B 244
 EE1124  PID         -  EE1124
 EE1124  STATE/COUNTY-  AL/DE KALB
 EE1124  USGS QUAD   -  LEESBURG (1986)
 EE1124
 EE1124                         *CURRENT SURVEY CONTROL
 EE1124  ___________________________________________________________________
 EE1124* NAD 83(1986)-  34 14 41.     (N)    085 50 37.     (W)     SCALED    
 EE1124* NAVD 88     -       328.191  (meters)    1076.74   (feet)  ADJUSTED  
 EE1124  ___________________________________________________________________
 EE1124  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EE1124  DYNAMIC HT  -         327.852 (meters)    1075.63  (feet)  COMP
 EE1124  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 EE1124
 EE1124  VERT ORDER  -  SECOND    CLASS 0
 EE1124
 EE1124.The horizontal coordinates were scaled from a topographic map and have
 EE1124.an estimated accuracy of +/- 6 seconds.
 EE1124
 EE1124.The orthometric height was determined by differential leveling
 EE1124.and adjusted by the National Geodetic Survey in June 1991..
 EE1124
 EE1124.The geoid height was determined by GEOID03.
 EE1124
 EE1124.The dynamic height is computed by dividing the NAVD 88
 EE1124.geopotential number by the normal gravity value computed on the
 EE1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1124.degrees latitude (g = 980.6199 gals.).
 EE1124
 EE1124.The modeled gravity was interpolated from observed gravity values.
 EE1124
 EE1124;                    North         East    Units  Estimated Accuracy
 EE1124;SPC AL E     -   415,250.      199,050.      MT  (+/- 180 meters Scaled)
 EE1124
 EE1124                          SUPERSEDED SURVEY CONTROL
 EE1124
 EE1124  NGVD 29 (??/??/92)  328.181  (m)         1076.71   (f) ADJ UNCH    2 0
 EE1124
 EE1124.Superseded values are not recommended for survey control.
 EE1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1124.See file dsdata.txt to determine how the superseded data were derived.
 EE1124
 EE1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC064898(NAD 83)
 EE1124_MARKER: DB = BENCH MARK DISK
 EE1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1124_STAMPING: B 244 1947
 EE1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1124+STABILITY: SURFACE MOTION
 EE1124
 EE1124  HISTORY     - Date     Condition        Report By
 EE1124  HISTORY     - 1947     MONUMENTED       CGS
 EE1124
 EE1124                          STATION DESCRIPTION
 EE1124
 EE1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1124'2 MI SE FROM COLLINSVILLE.
 EE1124'ABOUT 0.1 MILE SOUTHEAST, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG
 EE1124'BLACK TOP STREETS FROM THE ALABAMA GREAT SOUTHERN RAILROAD STATION
 EE1124'AT COLLINSVILLE, THENCE ABOUT 1.4 MILES EAST ALONG THE
 EE1124'COLLINSVILLE-LEESBURG COUNTY HIGHWAY, AT A FARM OWNED BY LLOYD
 EE1124'HOLLIS, SET IN THE NORTHWEST ANGLE OF THE JUNCTION OF THE FARM
 EE1124'DRIVE WAY LEADING NORTH, 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 EE1124'OF THE FARM HOUSE, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 EE1124'16 FEET WEST OF THE CENTER LINE OF THE DRIVE WAY, 13 FEET
 EE1124'SOUTHWEST OF A FENCE CORNER, ACROSS THE HIGHWAY FROM A DIRT ROAD
 EE1124'LEADING SOUTH, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 EE1124'LEVEL WITH THE COUNTY HIGHWAY AND SET IN THE TOP OF A CONCRETE
 EE1124'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0029 ***********************************************************************
 CO0029  DESIGNATION -  B 244
 CO0029  PID         -  CO0029
 CO0029  STATE/COUNTY-  AL/GREENE
 CO0029  USGS QUAD   -  BOLIGEE (1987)
 CO0029
 CO0029                         *CURRENT SURVEY CONTROL
 CO0029  ___________________________________________________________________
 CO0029* NAD 83(1986)-  32 45 33.     (N)    088 01 30.     (W)     SCALED    
 CO0029* NAVD 88     -        36.016  (meters)     118.16   (feet)  ADJUSTED  
 CO0029  ___________________________________________________________________
 CO0029  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CO0029  DYNAMIC HT  -          35.975 (meters)     118.03  (feet)  COMP
 CO0029  MODELED GRAV-     979,511.5   (mgal)                       NAVD 88
 CO0029
 CO0029  VERT ORDER  -  FIRST     CLASS II
 CO0029
 CO0029.The horizontal coordinates were scaled from a topographic map and have
 CO0029.an estimated accuracy of +/- 6 seconds.
 CO0029
 CO0029.The orthometric height was determined by differential leveling
 CO0029.and adjusted by the National Geodetic Survey in June 1991..
 CO0029
 CO0029.The geoid height was determined by GEOID03.
 CO0029
 CO0029.The dynamic height is computed by dividing the NAVD 88
 CO0029.geopotential number by the normal gravity value computed on the
 CO0029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0029.degrees latitude (g = 980.6199 gals.).
 CO0029
 CO0029.The modeled gravity was interpolated from observed gravity values.
 CO0029
 CO0029;                    North         East    Units  Estimated Accuracy
 CO0029;SPC AL W     -   306,030.      550,810.      MT  (+/- 180 meters Scaled)
 CO0029
 CO0029                          SUPERSEDED SURVEY CONTROL
 CO0029
 CO0029  NGVD 29 (??/??/92)   35.989  (m)          118.07   (f) ADJ UNCH    1 2
 CO0029
 CO0029.Superseded values are not recommended for survey control.
 CO0029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0029.See file dsdata.txt to determine how the superseded data were derived.
 CO0029
 CO0029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB039250(NAD 83)
 CO0029_MARKER: DD = SURVEY DISK
 CO0029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0029_STAMPING: TRA STA B-244 1936
 CO0029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0029+STABILITY: SURFACE MOTION
 CO0029
 CO0029  HISTORY     - Date     Condition        Report By
 CO0029  HISTORY     - 1936     MONUMENTED       DOD
 CO0029  HISTORY     - 1944     GOOD             NGS
 CO0029
 CO0029                          STATION DESCRIPTION
 CO0029
 CO0029'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CO0029'IN BOLIGEE.
 CO0029'AT BOLIGEE, GREENE COUNTY, 1/4 MILE NORTHEAST ALONG THE SOUTHERN
 CO0029'RAILWAY FROM THE STATION, AT THE ST. LOUIS-SAN FRANCISCO RAILWAY
 CO0029'CROSSING, 125 FEET SOUTHEAST OF POLE 708+5, 73 FEET NORTH OF THE
 CO0029'CENTER OF THE CROSSING, 39.5 FEET NORTHEAST OF THE CENTERLINE OF THE
 CO0029'ST. L-S.F. RY., 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND 1
 CO0029'FOOT LOWER THAN THE TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 CO0029'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CO0029'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1145 ***********************************************************************
 EE1145  DESIGNATION -  B 245
 EE1145  PID         -  EE1145
 EE1145  STATE/COUNTY-  AL/DE KALB
 EE1145  USGS QUAD   -  FORT PAYNE (1983)
 EE1145
 EE1145                         *CURRENT SURVEY CONTROL
 EE1145  ___________________________________________________________________
 EE1145* NAD 83(1986)-  34 25 22.     (N)    085 42 39.     (W)     SCALED    
 EE1145* NAVD 88     -       447.820  (meters)    1469.22   (feet)  ADJUSTED  
 EE1145  ___________________________________________________________________
 EE1145  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EE1145  DYNAMIC HT  -         447.359 (meters)    1467.71  (feet)  COMP
 EE1145  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 EE1145
 EE1145  VERT ORDER  -  SECOND    CLASS 0
 EE1145
 EE1145.The horizontal coordinates were scaled from a topographic map and have
 EE1145.an estimated accuracy of +/- 6 seconds.
 EE1145
 EE1145.The orthometric height was determined by differential leveling
 EE1145.and adjusted by the National Geodetic Survey in June 1991..
 EE1145
 EE1145.The geoid height was determined by GEOID03.
 EE1145
 EE1145.The dynamic height is computed by dividing the NAVD 88
 EE1145.geopotential number by the normal gravity value computed on the
 EE1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1145.degrees latitude (g = 980.6199 gals.).
 EE1145
 EE1145.The modeled gravity was interpolated from observed gravity values.
 EE1145
 EE1145;                    North         East    Units  Estimated Accuracy
 EE1145;SPC AL E     -   435,010.      211,260.      MT  (+/- 180 meters Scaled)
 EE1145
 EE1145                          SUPERSEDED SURVEY CONTROL
 EE1145
 EE1145  NGVD 29 (??/??/92)  447.817  (m)         1469.21   (f) ADJ UNCH    2 0
 EE1145
 EE1145.Superseded values are not recommended for survey control.
 EE1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1145.See file dsdata.txt to determine how the superseded data were derived.
 EE1145
 EE1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD184097(NAD 83)
 EE1145_MARKER: DB = BENCH MARK DISK
 EE1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1145_STAMPING: B 245 1947
 EE1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1145+STABILITY: SURFACE MOTION
 EE1145
 EE1145  HISTORY     - Date     Condition        Report By
 EE1145  HISTORY     - 1947     MONUMENTED       CGS
 EE1145  HISTORY     - 1949     GOOD             NGS
 EE1145
 EE1145                          STATION DESCRIPTION
 EE1145
 EE1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1145'2.9 MI NW FROM ADAMSBURG.
 EE1145'ABOUT 2.9 MILES NORTHWEST ALONG A ROAD TO FORT PAYNE FROM THE
 EE1145'SCHOOL AT ADAMSBURG, ABOUT 0.15 MILE SOUTHEAST OF A CROSS ROAD
 EE1145'AT THE TOP OF THE MOUNTAIN, SET IN THE WEST CORNER OF THE YARD
 EE1145'AT THE DELMAR CHURCH, 25 FEET WEST OF THE WEST CORNER OF THE
 EE1145'CHURCH BUILDING, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 EE1145'37 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE WAY TO THE
 EE1145'CHURCH, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 EE1145'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 EE1145'PROJECTING 6 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE
 EE1145'COURT HOUSE AT FORT PAYNE BY GOING ABOUT 0.55 MILE SOUTHEAST ALONG
 EE1145'1ST STREET, THENCE ABOUT 1.8 MILES SOUTH AND EAST ALONG A
 EE1145'MOUNTAIN ROAD LEADING TO ADAMSBURG.
 EE1145
 EE1145                          STATION RECOVERY (1949)
 EE1145
 EE1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 EE1145'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1991 ***********************************************************************
 DG1991  DESIGNATION -  B 246
 DG1991  PID         -  DG1991
 DG1991  STATE/COUNTY-  AL/CALHOUN
 DG1991  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG1991
 DG1991                         *CURRENT SURVEY CONTROL
 DG1991  ___________________________________________________________________
 DG1991* NAD 83(1986)-  33 48 54.     (N)    085 45 41.     (W)     SCALED    
 DG1991* NAVD 88     -       215.329  (meters)     706.46   (feet)  ADJUSTED  
 DG1991  ___________________________________________________________________
 DG1991  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG1991  DYNAMIC HT  -         215.099 (meters)     705.70  (feet)  COMP
 DG1991  MODELED GRAV-     979,564.7   (mgal)                       NAVD 88
 DG1991
 DG1991  VERT ORDER  -  SECOND    CLASS 0
 DG1991
 DG1991.The horizontal coordinates were scaled from a topographic map and have
 DG1991.an estimated accuracy of +/- 6 seconds.
 DG1991
 DG1991.The orthometric height was determined by differential leveling
 DG1991.and adjusted by the National Geodetic Survey in June 1991..
 DG1991
 DG1991.The geoid height was determined by GEOID03.
 DG1991
 DG1991.The dynamic height is computed by dividing the NAVD 88
 DG1991.geopotential number by the normal gravity value computed on the
 DG1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1991.degrees latitude (g = 980.6199 gals.).
 DG1991
 DG1991.The modeled gravity was interpolated from observed gravity values.
 DG1991
 DG1991;                    North         East    Units  Estimated Accuracy
 DG1991;SPC AL E     -   367,590.      206,660.      MT  (+/- 180 meters Scaled)
 DG1991
 DG1991                          SUPERSEDED SURVEY CONTROL
 DG1991
 DG1991  NGVD 29 (??/??/92)  215.255  (m)          706.22   (f) ADJ UNCH    2 0
 DG1991
 DG1991.Superseded values are not recommended for survey control.
 DG1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1991.See file dsdata.txt to determine how the superseded data were derived.
 DG1991
 DG1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC146423(NAD 83)
 DG1991_MARKER: DB = BENCH MARK DISK
 DG1991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1991_SP_SET: STEPS
 DG1991_STAMPING: B 246 1948
 DG1991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1991
 DG1991  HISTORY     - Date     Condition        Report By
 DG1991  HISTORY     - 1948     MONUMENTED       CGS
 DG1991
 DG1991                          STATION DESCRIPTION
 DG1991
 DG1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1991'AT JACKSONVILLE.
 DG1991'AT JACKSONVILLE, AT THE NORTHWEST CORNER OF THE POST OFFICE BUILDING,
 DG1991'SET IN THE TOP OF THE SOUTH END OF THE TOP STEP OF THE STAIRS
 DG1991'LEADING TO THE BASEMENT, 0.5 FOOT NORTH OF THE NORTH FACE OF THE
 DG1991'WALL AND ABOUT 0.1 FOOT ABOVE A CONCRETE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2010 ***********************************************************************
 DG2010  DESIGNATION -  B 247
 DG2010  PID         -  DG2010
 DG2010  STATE/COUNTY-  AL/CALHOUN
 DG2010  USGS QUAD   -  JACKSONVILLE EAST (1983)
 DG2010
 DG2010                         *CURRENT SURVEY CONTROL
 DG2010  ___________________________________________________________________
 DG2010* NAD 83(1986)-  33 47 58.     (N)    085 40 23.     (W)     SCALED    
 DG2010* NAVD 88     -       250.945  (meters)     823.31   (feet)  ADJUSTED  
 DG2010  ___________________________________________________________________
 DG2010  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG2010  DYNAMIC HT  -         250.676 (meters)     822.43  (feet)  COMP
 DG2010  MODELED GRAV-     979,560.5   (mgal)                       NAVD 88
 DG2010
 DG2010  VERT ORDER  -  SECOND    CLASS 0
 DG2010
 DG2010.The horizontal coordinates were scaled from a topographic map and have
 DG2010.an estimated accuracy of +/- 6 seconds.
 DG2010
 DG2010.The orthometric height was determined by differential leveling
 DG2010.and adjusted by the National Geodetic Survey in June 1991..
 DG2010
 DG2010.The geoid height was determined by GEOID03.
 DG2010
 DG2010.The dynamic height is computed by dividing the NAVD 88
 DG2010.geopotential number by the normal gravity value computed on the
 DG2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2010.degrees latitude (g = 980.6199 gals.).
 DG2010
 DG2010.The modeled gravity was interpolated from observed gravity values.
 DG2010
 DG2010;                    North         East    Units  Estimated Accuracy
 DG2010;SPC AL E     -   365,870.      214,840.      MT  (+/- 180 meters Scaled)
 DG2010
 DG2010                          SUPERSEDED SURVEY CONTROL
 DG2010
 DG2010  NGVD 29 (??/??/92)  250.868  (m)          823.06   (f) ADJ UNCH    2 0
 DG2010
 DG2010.Superseded values are not recommended for survey control.
 DG2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2010.See file dsdata.txt to determine how the superseded data were derived.
 DG2010
 DG2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC228407(NAD 83)
 DG2010_MARKER: DB = BENCH MARK DISK
 DG2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2010_STAMPING: B 247 1948
 DG2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2010+STABILITY: SURFACE MOTION
 DG2010
 DG2010  HISTORY     - Date     Condition        Report By
 DG2010  HISTORY     - 1948     MONUMENTED       CGS
 DG2010
 DG2010                          STATION DESCRIPTION
 DG2010
 DG2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2010'1.9 MI SW FROM RABBITTOWN.
 DG2010'ABOUT 1.9 MILES SOUTHWEST ALONG A ROAD TO WHITES GAP FROM THE
 DG2010'CHURCH AND CEMETERY AT RABBITTOWN, ABOUT 0.25 MILE SOUTHWEST OF
 DG2010'TOMPKINS STORE AT JENKINS, ABOUT 100 YARDS WEST OF A CURVE WITH
 DG2010'TANGENTS WEST AND NORTHEAST, 27 FEET SOUTH OF THE CENTER LINE
 DG2010'OF THE ROAD, 90 FEET WEST OF THE CENTER LINE OF A WOODS TRAIL
 DG2010'LEADING SOUTH UPHILL, 15 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED
 DG2010'16-INCH PINE TREE, 78 FEET EAST OF A POWER POLE, 2 FEET WEST OF
 DG2010'A WHITE WOODEN WITNESS POST, 1.5 FEET ABOVE THE ROAD AND SET
 DG2010'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1989 ***********************************************************************
 DG1989  DESIGNATION -  B 248 RESET
 DG1989  PID         -  DG1989
 DG1989  STATE/COUNTY-  AL/CALHOUN
 DG1989  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG1989
 DG1989                         *CURRENT SURVEY CONTROL
 DG1989  ___________________________________________________________________
 DG1989* NAD 83(1986)-  33 47 59.     (N)    085 45 41.     (W)     SCALED    
 DG1989* NAVD 88     -       212.00   (meters)     695.5    (feet)  RESET     
 DG1989  ___________________________________________________________________
 DG1989  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG1989
 DG1989  VERT ORDER  -  THIRD
 DG1989
 DG1989.The horizontal coordinates were scaled from a topographic map and have
 DG1989.an estimated accuracy of +/- 6 seconds.
 DG1989
 DG1989.The orthometric height was computed from unverified reset data.
 DG1989
 DG1989.The geoid height was determined by GEOID03.
 DG1989
 DG1989;                    North         East    Units  Estimated Accuracy
 DG1989;SPC AL E     -   365,890.      206,660.      MT  (+/- 180 meters Scaled)
 DG1989
 DG1989                          SUPERSEDED SURVEY CONTROL
 DG1989
 DG1989.No superseded survey control is available for this station.
 DG1989
 DG1989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC146406(NAD 83)
 DG1989_MARKER: DB = BENCH MARK DISK
 DG1989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1989_SP_SET: CULVERT
 DG1989_STAMPING: B 248 RESET 1965
 DG1989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1989
 DG1989  HISTORY     - Date     Condition        Report By
 DG1989  HISTORY     - 1965     MONUMENTED       CGS
 DG1989
 DG1989                          STATION DESCRIPTION
 DG1989
 DG1989'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DG1989'1 MI S FROM JACKSONVILLE.
 DG1989'LOCATED 1.05 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST
 DG1989'OFFICE IN JACKSONVILLE.  ABOUT 0.2 MILE SOUTH OF A SIDE ROAD
 DG1989'LEADING SOUTHEAST, ACROSS THE HIGHWAY FROM ADALAI DRIVE, 27 FEET
 DG1989'EAST OF THE CENTER OF THE HIGHWAY, 91 FEET SOUTHWEST OF THE
 DG1989'SOUTHWEST CORNER OF THE HOME AND HOUSE BUILDER SUPPLY STORE.  A
 DG1989'STANDARD DISK, STAMPED B 248 RESET 1965, SET FLUSH IN A DRILL HOLE
 DG1989'IN THE NORTH END OF THE EAST HEADWALL OF A DOUBLE 5 FOOT BOX
 DG1989'CULVERT ABOUT 1.5 FEET LOWER THAN THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1846 ***********************************************************************
 DG1846  DESIGNATION -  B 249
 DG1846  PID         -  DG1846
 DG1846  STATE/COUNTY-  AL/CLEBURNE
 DG1846  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1846
 DG1846                         *CURRENT SURVEY CONTROL
 DG1846  ___________________________________________________________________
 DG1846* NAD 83(1986)-  33 33 38.     (N)    085 39 41.     (W)     SCALED    
 DG1846* NAVD 88     -       276.411  (meters)     906.86   (feet)  ADJUSTED  
 DG1846  ___________________________________________________________________
 DG1846  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1846  DYNAMIC HT  -         276.107 (meters)     905.86  (feet)  COMP
 DG1846  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 DG1846
 DG1846  VERT ORDER  -  SECOND    CLASS 0
 DG1846
 DG1846.The horizontal coordinates were scaled from a topographic map and have
 DG1846.an estimated accuracy of +/- 6 seconds.
 DG1846
 DG1846.The orthometric height was determined by differential leveling
 DG1846.and adjusted by the National Geodetic Survey in June 1991..
 DG1846
 DG1846.The geoid height was determined by GEOID03.
 DG1846
 DG1846.The dynamic height is computed by dividing the NAVD 88
 DG1846.geopotential number by the normal gravity value computed on the
 DG1846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1846.degrees latitude (g = 980.6199 gals.).
 DG1846
 DG1846.The modeled gravity was interpolated from observed gravity values.
 DG1846
 DG1846;                    North         East    Units  Estimated Accuracy
 DG1846;SPC AL E     -   339,380.      215,970.      MT  (+/- 180 meters Scaled)
 DG1846
 DG1846                          SUPERSEDED SURVEY CONTROL
 DG1846
 DG1846  NGVD 29 (??/??/92)  276.345  (m)          906.64   (f) ADJ UNCH    2 0
 DG1846
 DG1846.Superseded values are not recommended for survey control.
 DG1846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1846.See file dsdata.txt to determine how the superseded data were derived.
 DG1846
 DG1846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC242142(NAD 83)
 DG1846_MARKER: DB = BENCH MARK DISK
 DG1846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1846_STAMPING: B 249 1948
 DG1846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1846+STABILITY: SURFACE MOTION
 DG1846
 DG1846  HISTORY     - Date     Condition        Report By
 DG1846  HISTORY     - 1948     MONUMENTED       CGS
 DG1846  HISTORY     - 1971     GOOD             NGS
 DG1846
 DG1846                          STATION DESCRIPTION
 DG1846
 DG1846'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1846'1.5 MI NW FROM CHULAFINNEE.
 DG1846'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE BAPTIST
 DG1846'CHURCH AT CHULAFINNEE, ABOUT 0.8 MILE NORTHWEST OF THE BRIDGE
 DG1846'OVER CHULAFINNEE CREEK, ABOUT 0.55 MILE SOUTHEAST OF THE LIBERTY
 DG1846'HILL CHURCH AND CEMETERY, ABOUT 0.15 MILE SOUTHEAST OF YOUNGS
 DG1846'SERVICE STATION AND STORE, ABOUT 0.1 MILE SOUTHEAST OF A DIM
 DG1846'CROSSROAD, AT THE NORTHWEST END OF A CUT, 38 FEET NORTHEAST
 DG1846'OF THE CENTER LINE OF THE HIGHWAY, 119 FEET NORTHWEST OF A
 DG1846'POWER POLE, 46 FEET SOUTH OF HIGHWAY R/W MARKER POST NO.
 DG1846'ST 2190+4, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 DG1846'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 DG1846'PROJECTING 4 IN.  NOTE-- YOUNGS SERVICE STATION AND STORE,
 DG1846'HIGHWAY R/W POST NUMBERED ST 219014, AND WHITE WOODEN WITNESS
 DG1846'POST ARE MISSING.
 DG1846
 DG1846                          STATION RECOVERY (1971)
 DG1846
 DG1846'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DG1846'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1227 ***********************************************************************
 BT1227  DESIGNATION -  B 25
 BT1227  PID         -  BT1227
 BT1227  STATE/COUNTY-  AL/DALE
 BT1227  USGS QUAD   -  EWELL (1981)
 BT1227
 BT1227                         *CURRENT SURVEY CONTROL
 BT1227  ___________________________________________________________________
 BT1227* NAD 83(1986)-  31 23 27.     (N)    085 35 23.     (W)     SCALED    
 BT1227* NAVD 88     -        96.631  (meters)     317.03   (feet)  ADJUSTED  
 BT1227  ___________________________________________________________________
 BT1227  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BT1227  DYNAMIC HT  -          96.513 (meters)     316.64  (feet)  COMP
 BT1227  MODELED GRAV-     979,426.4   (mgal)                       NAVD 88
 BT1227
 BT1227  VERT ORDER  -  SECOND    CLASS 0
 BT1227
 BT1227.The horizontal coordinates were scaled from a topographic map and have
 BT1227.an estimated accuracy of +/- 6 seconds.
 BT1227
 BT1227.The orthometric height was determined by differential leveling
 BT1227.and adjusted by the National Geodetic Survey in June 1991..
 BT1227
 BT1227.The geoid height was determined by GEOID03.
 BT1227
 BT1227.The dynamic height is computed by dividing the NAVD 88
 BT1227.geopotential number by the normal gravity value computed on the
 BT1227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1227.degrees latitude (g = 980.6199 gals.).
 BT1227
 BT1227.The modeled gravity was interpolated from observed gravity values.
 BT1227
 BT1227;                    North         East    Units  Estimated Accuracy
 BT1227;SPC AL E     -    98,790.      223,170.      MT  (+/- 180 meters Scaled)
 BT1227
 BT1227                          SUPERSEDED SURVEY CONTROL
 BT1227
 BT1227  NGVD 29 (??/??/92)   96.683  (m)          317.20   (f) ADJ UNCH    2 0
 BT1227
 BT1227.Superseded values are not recommended for survey control.
 BT1227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1227.See file dsdata.txt to determine how the superseded data were derived.
 BT1227
 BT1227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV340737(NAD 83)
 BT1227_MARKER: DB = BENCH MARK DISK
 BT1227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1227_STAMPING: B 25 1934
 BT1227_PROJECTION: PROJECTING 3 CENTIMETERS
 BT1227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1227+STABILITY: SURFACE MOTION
 BT1227
 BT1227  HISTORY     - Date     Condition        Report By
 BT1227  HISTORY     - 1934     MONUMENTED       CGS
 BT1227  HISTORY     - 1965     GOOD             NGS
 BT1227  HISTORY     - 1981     MARK NOT FOUND   NGS
 BT1227
 BT1227                          STATION DESCRIPTION
 BT1227
 BT1227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 BT1227'7.3 MI SE FROM OZARK.
 BT1227'7.3 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BT1227'THE STATION AT OZARK, DALE COUNTY, 32 RAILS NORTH OF MILEPOST
 BT1227'S 312, 10 RAILS SOUTHWEST OF A PRIVATE-ROAD CROSSING, 38.3 FEET
 BT1227'NORTHWEST OF THE NORTHWEST RAIL, 23.6 FEET NORTH OF A POLE, AND 1
 BT1227'FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 BT1227'STAMPED B 25 1934 AND SET IN THE TOP OF A CONCRETE POST.  RECOVERED
 BT1227'AS DESCRIBED-AMS REPORT 1965--FOLLOWING REVISION 322.0 FT. SW
 BT1227'OF A RAILROAD CROSSING, 20.8 FT. NORTH OF A TELEPHONE POLE.
 BT1227'REMAINING MEASUREMENTS IN DESC. ARE ADEQUATE.  THE MARK PROJECTS
 BT1227'0.4 FOOT.
 BT1227
 BT1227                          STATION RECOVERY (1981)
 BT1227
 BT1227'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BT1227'SEARCHED FOR AND NOT RECOVERED, LOCATION OF THE MARK IS IN PLOWED
 BT1227'FIELD.  BELIEVED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1673 ***********************************************************************
 DG1673  DESIGNATION -  B 250
 DG1673  PID         -  DG1673
 DG1673  STATE/COUNTY-  AL/CLEBURNE
 DG1673  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG1673
 DG1673                         *CURRENT SURVEY CONTROL
 DG1673  ___________________________________________________________________
 DG1673* NAD 83(1986)-  33 28 32.     (N)    085 48 35.     (W)     SCALED    
 DG1673* NAVD 88     -       617.788  (meters)    2026.86   (feet)  ADJUSTED  
 DG1673  ___________________________________________________________________
 DG1673  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DG1673  DYNAMIC HT  -         617.105 (meters)    2024.62  (feet)  COMP
 DG1673  MODELED GRAV-     979,508.6   (mgal)                       NAVD 88
 DG1673
 DG1673  VERT ORDER  -  SECOND    CLASS 0
 DG1673
 DG1673.The horizontal coordinates were scaled from a topographic map and have
 DG1673.an estimated accuracy of +/- 6 seconds.
 DG1673
 DG1673.The orthometric height was determined by differential leveling
 DG1673.and adjusted by the National Geodetic Survey in June 1991..
 DG1673
 DG1673.The geoid height was determined by GEOID03.
 DG1673
 DG1673.The dynamic height is computed by dividing the NAVD 88
 DG1673.geopotential number by the normal gravity value computed on the
 DG1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1673.degrees latitude (g = 980.6199 gals.).
 DG1673
 DG1673.The modeled gravity was interpolated from observed gravity values.
 DG1673
 DG1673;                    North         East    Units  Estimated Accuracy
 DG1673;SPC AL E     -   329,940.      202,200.      MT  (+/- 180 meters Scaled)
 DG1673
 DG1673                          SUPERSEDED SURVEY CONTROL
 DG1673
 DG1673  NGVD 29 (??/??/92)  617.720  (m)         2026.64   (f) ADJ UNCH    2 0
 DG1673
 DG1673.Superseded values are not recommended for survey control.
 DG1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1673.See file dsdata.txt to determine how the superseded data were derived.
 DG1673
 DG1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC105046(NAD 83)
 DG1673_MARKER: DB = BENCH MARK DISK
 DG1673_SETTING: 66 = SET IN ROCK OUTCROP
 DG1673_SP_SET: ROCK OUTCROP
 DG1673_STAMPING: B 250 1948
 DG1673_MARK LOGO: CGS   
 DG1673_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG1673_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1673+STABILITY: POSITION/ELEVATION WELL
 DG1673
 DG1673  HISTORY     - Date     Condition        Report By
 DG1673  HISTORY     - 1948     MONUMENTED       CGS
 DG1673  HISTORY     - 19911211 GOOD             NGS
 DG1673
 DG1673                          STATION DESCRIPTION
 DG1673
 DG1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1673'14.1 MI E FROM MUNFORD.
 DG1673'ABOUT 14.1 MILES SOUTHEAST AND EAST ALONG A ROAD LEADING TO
 DG1673'CHEAHA LOOKOUT TOWER VIA HOPEWELL AND CHEAHA LAKE FROM THE
 DG1673'LOUISVILLE AND NASHVILLE RAILROAD STATION AT MUNFORD, ABOUT 2.45
 DG1673'MILES EAST OF CHEAHA LAKE, ABOUT 0.2 MILE SOUTHWEST OF A
 DG1673'CROSSROAD, AT THE SOUTHEAST END OF A CURVE AROUND A STONE RIDGE
 DG1673'WITH TANGENTS EAST AND SOUTH, 11 FEET WEST OF THE EAST END OF THE
 DG1673'SOLID ROCK MASS, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 2
 DG1673'FEET ABOVE THE ROAD AND SET HORIZONTALLY IN AN OUTCROP OF ROCK.
 DG1673
 DG1673                          STATION RECOVERY (1991)
 DG1673
 DG1673'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991 (WJR)
 DG1673'RECOVERED IN GOOD CONDITION.  MARK MAY BE DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9984 ***********************************************************************
 AA9984  DESIGNATION -  B 250 RESET
 AA9984  PID         -  AA9984
 AA9984  STATE/COUNTY-  AL/CLEBURNE
 AA9984  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 AA9984
 AA9984                         *CURRENT SURVEY CONTROL
 AA9984  ___________________________________________________________________
 AA9984* NAD 83(1986)-  33 28 32.     (N)    085 48 35.     (W)     SCALED    
 AA9984* NAVD 88     -       613.49   (meters)    2012.8    (feet)  RESET     
 AA9984  ___________________________________________________________________
 AA9984  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 AA9984
 AA9984  VERT ORDER  -  THIRD
 AA9984
 AA9984.The horizontal coordinates were scaled from a topographic map and have
 AA9984.an estimated accuracy of +/- 6 seconds.
 AA9984
 AA9984.The orthometric height was computed from unverified reset data.
 AA9984
 AA9984.The geoid height was determined by GEOID03.
 AA9984
 AA9984;                    North         East    Units  Estimated Accuracy
 AA9984;SPC AL E     -   329,940.      202,200.      MT  (+/- 180 meters Scaled)
 AA9984
 AA9984                          SUPERSEDED SURVEY CONTROL
 AA9984
 AA9984.No superseded survey control is available for this station.
 AA9984
 AA9984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC105046(NAD 83)
 AA9984_MARKER: DV = VERTICAL CONTROL DISK
 AA9984_SETTING: 80 = SET IN A BOULDER
 AA9984_STAMPING: B 250 1948 RESET 1991
 AA9984_MARK LOGO: NGS   
 AA9984_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9984+STABILITY: SURFACE MOTION
 AA9984
 AA9984  HISTORY     - Date     Condition        Report By
 AA9984  HISTORY     - 1991     MONUMENTED       NGS
 AA9984
 AA9984                          STATION DESCRIPTION
 AA9984
 AA9984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991 (WJR)
 AA9984'THE STATION IS LOCATED ABOUT 0.2 MI (0.3 KM) SOUTH OF THE MAIN
 AA9984'ENTRANCE TO CHEHA STATE PARK ON THE SOUTH SIDE OF AL 281. THE STATION
 AA9984'IS ABOUT 39 FT (11.9 M) SOUTH OF THE CENTERLINE OF THE NEW ROAD, 9 FT
 AA9984'(2.7 M) SOUTHEAST OF THE SOUTHEAST FACE OF A LARGE BOULDER 8.5 FT.
 AA9984'(2.6 M) BY 7.5 FT.  (2.3 M) THAT PROJECTS FROM 5.5 FT.  (1.7 M) TO 7.0
 AA9984'FT.  (2.1 M) ABOVE THE GROUND, 5 FT (1.5 M) NORTHWEST OF 12-INCH BLACK
 AA9984'GUM TREE ABOVE THE MARK, 4.7 FT (1.4 M) NORTH OF THE NORTHEAST END OF
 AA9984'LARGE ROCK FACE AND 1.5 FT (0.5 M) NORTHEAST OF THE SOUTHWEST END OF
 AA9984'BOULDER. THE STATION IS SET IN THE SOUTHWEST EDGE OF THE TOP OF A 4.0
 AA9984'FT. (1.2 M) BY 9.0 FT.  (2.7 M) BOULDER THAT PROJECTS ABOUT 3.0 FT.
 AA9984'(0.9 M) ABOVE THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1108 ***********************************************************************
 EE1108  DESIGNATION -  B 251
 EE1108  PID         -  EE1108
 EE1108  STATE/COUNTY-  AL/CHEROKEE
 EE1108  USGS QUAD   -  CEDAR BLUFF (1986)
 EE1108
 EE1108                         *CURRENT SURVEY CONTROL
 EE1108  ___________________________________________________________________
 EE1108* NAD 83(1986)-  34 12 12.     (N)    085 37 13.     (W)     SCALED    
 EE1108* NAVD 88     -       172.507  (meters)     565.97   (feet)  ADJUSTED  
 EE1108  ___________________________________________________________________
 EE1108  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE1108  DYNAMIC HT  -         172.330 (meters)     565.39  (feet)  COMP
 EE1108  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 EE1108
 EE1108  VERT ORDER  -  SECOND    CLASS 0
 EE1108
 EE1108.The horizontal coordinates were scaled from a topographic map and have
 EE1108.an estimated accuracy of +/- 6 seconds.
 EE1108
 EE1108.The orthometric height was determined by differential leveling
 EE1108.and adjusted by the National Geodetic Survey in June 1991..
 EE1108
 EE1108.The geoid height was determined by GEOID03.
 EE1108
 EE1108.The dynamic height is computed by dividing the NAVD 88
 EE1108.geopotential number by the normal gravity value computed on the
 EE1108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1108.degrees latitude (g = 980.6199 gals.).
 EE1108
 EE1108.The modeled gravity was interpolated from observed gravity values.
 EE1108
 EE1108;                    North         East    Units  Estimated Accuracy
 EE1108;SPC AL E     -   410,680.      219,640.      MT  (+/- 180 meters Scaled)
 EE1108
 EE1108                          SUPERSEDED SURVEY CONTROL
 EE1108
 EE1108  NGVD 29 (??/??/92)  172.472  (m)          565.85   (f) ADJ UNCH    2 0
 EE1108
 EE1108.Superseded values are not recommended for survey control.
 EE1108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1108.See file dsdata.txt to determine how the superseded data were derived.
 EE1108
 EE1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC271855(NAD 83)
 EE1108_MARKER: DB = BENCH MARK DISK
 EE1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1108_STAMPING: B 251 1947
 EE1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1108+STABILITY: SURFACE MOTION
 EE1108
 EE1108  HISTORY     - Date     Condition        Report By
 EE1108  HISTORY     - 1947     MONUMENTED       CGS
 EE1108  HISTORY     - 1968     MARK NOT FOUND   USGS
 EE1108
 EE1108                          STATION DESCRIPTION
 EE1108
 EE1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1108'1.4 MI SW FROM CEDAR BLUFF.
 EE1108'ABOUT 1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE BANK
 EE1108'BUILDING AT CEDAR BLUFF, AT THE SOUTH END OF A LONG FILL, ABOUT
 EE1108'0.1 MILE SOUTH OF THE MOST SOUTHERN BRIDGE ALONG THE FILL, ABOUT
 EE1108'85 YARDS NORTH OF THE JUNCTION OF A DIRT ROAD SOUTH AND A CURVE
 EE1108'IN THE HIGHWAY WITH TANGENTS SOUTHWEST AND NORTH, AT A DRIVE WAY
 EE1108'LEADING WEST THROUGH STONE GATE POSTS INSCRIBED LAWRENCE, 60.5
 EE1108'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 13 FEET SOUTH OF THE
 EE1108'CENTER LINE OF THE DRIVE WAY, 3 FEET SOUTH OF THE SOUTH STONE GATE
 EE1108'POST, 3 FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTH OF A
 EE1108'WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET BELOW THE HIGHWAY AND
 EE1108'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EE1108
 EE1108                          STATION RECOVERY (1968)
 EE1108
 EE1108'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 EE1108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1469 ***********************************************************************
 EE1469  DESIGNATION -  B 252
 EE1469  PID         -  EE1469
 EE1469  STATE/COUNTY-  AL/CHEROKEE
 EE1469  USGS QUAD   -  MELSON (1982)
 EE1469
 EE1469                         *CURRENT SURVEY CONTROL
 EE1469  ___________________________________________________________________
 EE1469* NAD 83(1986)-  34 14 25.     (N)    085 29 30.     (W)     SCALED    
 EE1469* NAVD 88     -       190.354  (meters)     624.52   (feet)  ADJUSTED  
 EE1469  ___________________________________________________________________
 EE1469  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE1469  DYNAMIC HT  -         190.159 (meters)     623.88  (feet)  COMP
 EE1469  MODELED GRAV-     979,605.3   (mgal)                       NAVD 88
 EE1469
 EE1469  VERT ORDER  -  SECOND    CLASS 0
 EE1469
 EE1469.The horizontal coordinates were scaled from a topographic map and have
 EE1469.an estimated accuracy of +/- 6 seconds.
 EE1469
 EE1469.The orthometric height was determined by differential leveling
 EE1469.and adjusted by the National Geodetic Survey in June 1991..
 EE1469
 EE1469.The geoid height was determined by GEOID03.
 EE1469
 EE1469.The dynamic height is computed by dividing the NAVD 88
 EE1469.geopotential number by the normal gravity value computed on the
 EE1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1469.degrees latitude (g = 980.6199 gals.).
 EE1469
 EE1469.The modeled gravity was interpolated from observed gravity values.
 EE1469
 EE1469;                    North         East    Units  Estimated Accuracy
 EE1469;SPC AL E     -   414,810.      231,470.      MT  (+/- 180 meters Scaled)
 EE1469
 EE1469                          SUPERSEDED SURVEY CONTROL
 EE1469
 EE1469  NGVD 29 (??/??/92)  190.326  (m)          624.43   (f) ADJ UNCH    2 0
 EE1469
 EE1469.Superseded values are not recommended for survey control.
 EE1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1469.See file dsdata.txt to determine how the superseded data were derived.
 EE1469
 EE1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC389898(NAD 83)
 EE1469_MARKER: DB = BENCH MARK DISK
 EE1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1469_STAMPING: B 252 1947
 EE1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1469+STABILITY: SURFACE MOTION
 EE1469
 EE1469  HISTORY     - Date     Condition        Report By
 EE1469  HISTORY     - 1947     MONUMENTED       CGS
 EE1469
 EE1469                          STATION DESCRIPTION
 EE1469
 EE1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1469'AT FARILL.
 EE1469'AT FARILL, IN THE INTERSECTION OF THE SOUTHERN RAILWAY AND THE
 EE1469'POOLES FERRY ROAD, 9 1/2 RAILS WEST OF MILE POST 21, 25 FEET SOUTH
 EE1469'OF THE SOUTH RAIL OF THE MAIN TRACK, 22 FEET WEST OF THE CENTER LINE
 EE1469'OF THE POOLES FERRY ROAD, 65 FEET SOUTHEAST AND ACROSS THE TRACKS
 EE1469'FROM TELEGRAPH POLE NO. 800, 7 FEET WEST OF A TELEGRAPH POLE AND
 EE1469'IN LINE WITH THE ROW OF POLES, 57.5 FEET NORTH OF THE NORTHEAST
 EE1469'CORNER OF A SHED ATTACHED TO AN ABANDONED STORE BUILDING, 2.5 FEET
 EE1469'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE CROSSING
 EE1469'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1151 ***********************************************************************
 EE1151  DESIGNATION -  B 253
 EE1151  PID         -  EE1151
 EE1151  STATE/COUNTY-  AL/DE KALB
 EE1151  USGS QUAD   -  FORT PAYNE (1983)
 EE1151
 EE1151                         *CURRENT SURVEY CONTROL
 EE1151  ___________________________________________________________________
 EE1151* NAD 83(1986)-  34 23 46.     (N)    085 37 48.     (W)     SCALED    
 EE1151* NAVD 88     -       372.784  (meters)    1223.04   (feet)  ADJUSTED  
 EE1151  ___________________________________________________________________
 EE1151  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EE1151  DYNAMIC HT  -         372.399 (meters)    1221.78  (feet)  COMP
 EE1151  MODELED GRAV-     979,590.7   (mgal)                       NAVD 88
 EE1151
 EE1151  VERT ORDER  -  SECOND    CLASS 0
 EE1151
 EE1151.The horizontal coordinates were scaled from a topographic map and have
 EE1151.an estimated accuracy of +/- 6 seconds.
 EE1151
 EE1151.The orthometric height was determined by differential leveling
 EE1151.and adjusted by the National Geodetic Survey in June 1991..
 EE1151
 EE1151.The geoid height was determined by GEOID03.
 EE1151
 EE1151.The dynamic height is computed by dividing the NAVD 88
 EE1151.geopotential number by the normal gravity value computed on the
 EE1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1151.degrees latitude (g = 980.6199 gals.).
 EE1151
 EE1151.The modeled gravity was interpolated from observed gravity values.
 EE1151
 EE1151;                    North         East    Units  Estimated Accuracy
 EE1151;SPC AL E     -   432,060.      218,700.      MT  (+/- 180 meters Scaled)
 EE1151
 EE1151                          SUPERSEDED SURVEY CONTROL
 EE1151
 EE1151  NGVD 29 (??/??/92)  372.768  (m)         1222.99   (f) ADJ UNCH    2 0
 EE1151
 EE1151.Superseded values are not recommended for survey control.
 EE1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1151.See file dsdata.txt to determine how the superseded data were derived.
 EE1151
 EE1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD259069(NAD 83)
 EE1151_MARKER: DB = BENCH MARK DISK
 EE1151_SETTING: 66 = SET IN ROCK OUTCROP
 EE1151_SP_SET: ROCK OUTCROP
 EE1151_STAMPING: B 253 1948
 EE1151_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1151+STABILITY: POSITION/ELEVATION WELL
 EE1151
 EE1151  HISTORY     - Date     Condition        Report By
 EE1151  HISTORY     - 1948     MONUMENTED       CGS
 EE1151  HISTORY     - 1966     MARK NOT FOUND   NGS
 EE1151
 EE1151                          STATION DESCRIPTION
 EE1151
 EE1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1151'2.8 MI NW FROM BLANCHE.
 EE1151'ABOUT 2.85 MILES NORTHWEST ALONG A ROAD TO ADAMSBURG FROM THE
 EE1151'TENNESSEE, ALABAMA AND GEORGIA RAILWAY CROSSING AT BLANCHE,
 EE1151'ABOUT 0.2 MILE NORTHWEST OF THE DE KALB-CHEROKEE COUNTY LINE
 EE1151'AND THE BRIDGE OVER LITTLE RIVER, ABOUT 0.1 MILE EAST OF EDNA-HILL
 EE1151'CHURCH, SET IN THE TOP OF AN OUTCROP OF SANDSTONE ON THE NORTHEAST
 EE1151'SIDE OF THE ROAD, 128.5 FEET SOUTHEAST OF THE SOUTH CORNER OF
 EE1151'AN OLD UNPAINTED FARM HOUSE, 89 FEET SOUTHEAST OF A POWER POLE AND
 EE1151'ABOUT IN LINE WITH THE POWER LINE, NEAR THE NORTHWEST SIDE OF
 EE1151'AN OLD ROAD BED LEADING NORTHEAST, 43 FEET NORTH OF A 12-INCH
 EE1151'TRIANGULAR BLAZED PINE TREE, 47 FEET NORTHEAST OF THE CENTER
 EE1151'LINE OF THE ROAD AND ABOUT 2 FEET ABOVE THE ROAD.  NOTE-- MARK IS
 EE1151'ABOUT 3.25 MILES SOUTHEAST OF THE SCHOOL AT ADAMSBURG.
 EE1151
 EE1151                          STATION RECOVERY (1966)
 EE1151
 EE1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EE1151'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1377 ***********************************************************************
 DG1377  DESIGNATION -  B 254
 DG1377  PID         -  DG1377
 DG1377  STATE/COUNTY-  AL/CLEBURNE
 DG1377  USGS QUAD   -  PIEDMONT (1983)
 DG1377
 DG1377                         *CURRENT SURVEY CONTROL
 DG1377  ___________________________________________________________________
 DG1377* NAD 83(1986)-  33 54 54.     (N)    085 30 01.     (W)     SCALED    
 DG1377* NAVD 88     -       233.982  (meters)     767.66   (feet)  ADJUSTED  
 DG1377  ___________________________________________________________________
 DG1377  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1377  DYNAMIC HT  -         233.733 (meters)     766.84  (feet)  COMP
 DG1377  MODELED GRAV-     979,569.4   (mgal)                       NAVD 88
 DG1377
 DG1377  VERT ORDER  -  FIRST     CLASS II
 DG1377
 DG1377.The horizontal coordinates were scaled from a topographic map and have
 DG1377.an estimated accuracy of +/- 6 seconds.
 DG1377
 DG1377.The orthometric height was determined by differential leveling
 DG1377.and adjusted by the National Geodetic Survey in June 1991..
 DG1377
 DG1377.The geoid height was determined by GEOID03.
 DG1377
 DG1377.The dynamic height is computed by dividing the NAVD 88
 DG1377.geopotential number by the normal gravity value computed on the
 DG1377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1377.degrees latitude (g = 980.6199 gals.).
 DG1377
 DG1377.The modeled gravity was interpolated from observed gravity values.
 DG1377
 DG1377;                    North         East    Units  Estimated Accuracy
 DG1377;SPC AL E     -   378,730.      230,800.      MT  (+/- 180 meters Scaled)
 DG1377
 DG1377                          SUPERSEDED SURVEY CONTROL
 DG1377
 DG1377  NGVD 29 (??/??/92)  233.915  (m)          767.44   (f) ADJ UNCH    1 2
 DG1377
 DG1377.Superseded values are not recommended for survey control.
 DG1377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1377.See file dsdata.txt to determine how the superseded data were derived.
 DG1377
 DG1377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC386537(NAD 83)
 DG1377_MARKER: DB = BENCH MARK DISK
 DG1377_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1377_SP_SET: BRIDGE SEAT
 DG1377_STAMPING: B 254 1948
 DG1377_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1377
 DG1377  HISTORY     - Date     Condition        Report By
 DG1377  HISTORY     - 1948     MONUMENTED       CGS
 DG1377
 DG1377                          STATION DESCRIPTION
 DG1377
 DG1377'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1377'2 MI W FROM BORDEN SPRINGS.
 DG1377'ABOUT 2.0 MILES WEST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 DG1377'STATION AT BORDEN SPRINGS, AT MILE POST 648, SET IN THE TOP OF
 DG1377'THE EXTREME NORTHWEST END OF THE NORTHEAST CONCRETE BRIDGE
 DG1377'SEAT OF BRIDGE NO. 648.0 OVER TERRAPIN CREEK, 19 FEET NORTHWEST
 DG1377'OF THE NORTHWEST RAIL, 1 FOOT SOUTHEAST OF THE NORTHWEST
 DG1377'END OF THE BRIDGE SEAT AND ABOUT 8 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1283 ***********************************************************************
 EE1283  DESIGNATION -  B 255
 EE1283  PID         -  EE1283
 EE1283  STATE/COUNTY-  AL/CHEROKEE
 EE1283  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE1283
 EE1283                         *CURRENT SURVEY CONTROL
 EE1283  ___________________________________________________________________
 EE1283* NAD 83(1986)-  34 00 03.     (N)    085 24 47.     (W)     SCALED    
 EE1283* NAVD 88     -       270.803  (meters)     888.46   (feet)  ADJUSTED  
 EE1283  ___________________________________________________________________
 EE1283  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EE1283  DYNAMIC HT  -         270.518 (meters)     887.52  (feet)  COMP
 EE1283  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 EE1283
 EE1283  VERT ORDER  -  SECOND    CLASS 0
 EE1283
 EE1283.The horizontal coordinates were scaled from a topographic map and have
 EE1283.an estimated accuracy of +/- 6 seconds.
 EE1283
 EE1283.The orthometric height was determined by differential leveling
 EE1283.and adjusted by the National Geodetic Survey in June 1991..
 EE1283
 EE1283.The geoid height was determined by GEOID03.
 EE1283
 EE1283.The dynamic height is computed by dividing the NAVD 88
 EE1283.geopotential number by the normal gravity value computed on the
 EE1283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1283.degrees latitude (g = 980.6199 gals.).
 EE1283
 EE1283.The modeled gravity was interpolated from observed gravity values.
 EE1283
 EE1283;                    North         East    Units  Estimated Accuracy
 EE1283;SPC AL E     -   388,280.      238,830.      MT  (+/- 180 meters Scaled)
 EE1283
 EE1283                          SUPERSEDED SURVEY CONTROL
 EE1283
 EE1283  NGVD 29 (??/??/92)  270.73   (m)          888.2    (f) COMPUTED    2 0
 EE1283
 EE1283.Superseded values are not recommended for survey control.
 EE1283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1283.See file dsdata.txt to determine how the superseded data were derived.
 EE1283
 EE1283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC465633(NAD 83)
 EE1283_MARKER: DB = BENCH MARK DISK
 EE1283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1283_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1283_STAMPING: B 255 1948
 EE1283_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1283+STABILITY: SURFACE MOTION
 EE1283
 EE1283  HISTORY     - Date     Condition        Report By
 EE1283  HISTORY     - 1948     MONUMENTED       CGS
 EE1283
 EE1283                          STATION DESCRIPTION
 EE1283
 EE1283'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1283'2 MI SE FROM BLUFFTON.
 EE1283'ABOUT 1.95 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 EE1283'SIGN AT BLUFFTON, ABOUT 0.4 MILE WEST OF THE GEORGIA-ALABAMA
 EE1283'STATE LINE, 9 1/4 RAILS EAST OF MILE POST 22, IN THE SOUTHWEST
 EE1283'ANGLE OF A FARM ROAD CROSSING, 21 FEET SOUTH OF THE SOUTH RAIL OF
 EE1283'THE TRACK, 7 FEET WEST OF THE CENTER LINE OF THE FARM ROAD, 130
 EE1283'FEET EAST OF THE 1ST TELEGRAPH POLE EAST OF THE MILE POST, 43
 EE1283'FEET WEST AND ACROSS THE PRIVATE ROAD FROM THE 1ST TELEGRAPH POLE
 EE1283'EAST OF THE ROAD CROSSING, IN LINE WITH THE ROW OF POLES, 1.5 FEET
 EE1283'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK
 EE1283'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1101 ***********************************************************************
 EE1101  DESIGNATION -  B 256
 EE1101  PID         -  EE1101
 EE1101  STATE/COUNTY-  AL/CHEROKEE
 EE1101  USGS QUAD   -  ELLISVILLE (1986)
 EE1101
 EE1101                         *CURRENT SURVEY CONTROL
 EE1101  ___________________________________________________________________
 EE1101* NAD 83(1986)-  34 06 32.     (N)    085 34 06.     (W)     SCALED    
 EE1101* NAVD 88     -       182.986  (meters)     600.35   (feet)  ADJUSTED  
 EE1101  ___________________________________________________________________
 EE1101  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE1101  DYNAMIC HT  -         182.795 (meters)     599.72  (feet)  COMP
 EE1101  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 EE1101
 EE1101  VERT ORDER  -  SECOND    CLASS 0
 EE1101
 EE1101.The horizontal coordinates were scaled from a topographic map and have
 EE1101.an estimated accuracy of +/- 6 seconds.
 EE1101
 EE1101.The orthometric height was determined by differential leveling
 EE1101.and adjusted by the National Geodetic Survey in June 1991..
 EE1101
 EE1101.The geoid height was determined by GEOID03.
 EE1101
 EE1101.The dynamic height is computed by dividing the NAVD 88
 EE1101.geopotential number by the normal gravity value computed on the
 EE1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1101.degrees latitude (g = 980.6199 gals.).
 EE1101
 EE1101.The modeled gravity was interpolated from observed gravity values.
 EE1101
 EE1101;                    North         East    Units  Estimated Accuracy
 EE1101;SPC AL E     -   400,210.      224,450.      MT  (+/- 180 meters Scaled)
 EE1101
 EE1101                          SUPERSEDED SURVEY CONTROL
 EE1101
 EE1101  NGVD 29 (??/??/92)  182.928  (m)          600.16   (f) ADJ UNCH    2 0
 EE1101
 EE1101.Superseded values are not recommended for survey control.
 EE1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1101.See file dsdata.txt to determine how the superseded data were derived.
 EE1101
 EE1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC320751(NAD 83)
 EE1101_MARKER: DB = BENCH MARK DISK
 EE1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1101_STAMPING: B 256 1948
 EE1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1101+STABILITY: SURFACE MOTION
 EE1101
 EE1101  HISTORY     - Date     Condition        Report By
 EE1101  HISTORY     - 1948     MONUMENTED       CGS
 EE1101  HISTORY     - 1959     GOOD             NGS
 EE1101
 EE1101                          STATION DESCRIPTION
 EE1101
 EE1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EE1101'6.7 MI W FROM FORNEY.
 EE1101'ABOUT 6.7 MILES WESTERLY ALONG NO. 411 U.S. HIGHWAY FROM CROSSROADS
 EE1101'AT FORNEY, 7.8 MILES EASTERLY FROM COURTHOUSE IN CENTRE, 0.8 MILE
 EE1101'EASTERLY FROM BOMAR, ABOUT MIDWAY BETWEEN TWO LOCAL CRESTS OF THE
 EE1101'HIGHWAY GRADE, 120 FEET E OF PROJECTED CENTER LINE OF ONE
 EE1101'3- BY 2-FOOT CONCRETE BOX CULVERT, 82 FEET W OF THAT OF ANOTHER,
 EE1101'67 FEET E OF NO. A 100 CREOSOTED TELEPHONE POLE, 30.5 FEET N OF
 EE1101'CENTER LINE OF 20-FOOT HIGHWAY PAVEMENT, LEVEL WITH SAME, 17 FEET
 EE1101'W OF CENTER LINE OF A DRIVEWAY, AND PROJECTING 0.3 FOOT ABOVE
 EE1101'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1804 ***********************************************************************
 DG1804  DESIGNATION -  B 257
 DG1804  PID         -  DG1804
 DG1804  STATE/COUNTY-  AL/CALHOUN
 DG1804  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG1804
 DG1804                         *CURRENT SURVEY CONTROL
 DG1804  ___________________________________________________________________
 DG1804* NAD 83(1986)-  33 50 06.     (N)    085 49 32.     (W)     SCALED    
 DG1804* NAVD 88     -       184.193  (meters)     604.31   (feet)  ADJUSTED  
 DG1804  ___________________________________________________________________
 DG1804  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG1804  DYNAMIC HT  -         183.997 (meters)     603.66  (feet)  COMP
 DG1804  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 DG1804
 DG1804  VERT ORDER  -  FIRST     CLASS II
 DG1804
 DG1804.The horizontal coordinates were scaled from a topographic map and have
 DG1804.an estimated accuracy of +/- 6 seconds.
 DG1804
 DG1804.The orthometric height was determined by differential leveling
 DG1804.and adjusted by the National Geodetic Survey in June 1991..
 DG1804
 DG1804.The geoid height was determined by GEOID03.
 DG1804
 DG1804.The dynamic height is computed by dividing the NAVD 88
 DG1804.geopotential number by the normal gravity value computed on the
 DG1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1804.degrees latitude (g = 980.6199 gals.).
 DG1804
 DG1804.The modeled gravity was interpolated from observed gravity values.
 DG1804
 DG1804;                    North         East    Units  Estimated Accuracy
 DG1804;SPC AL E     -   369,800.      200,720.      MT  (+/- 180 meters Scaled)
 DG1804
 DG1804                          SUPERSEDED SURVEY CONTROL
 DG1804
 DG1804  NGVD 29 (??/??/92)  184.126  (m)          604.09   (f) ADJ UNCH    1 2
 DG1804
 DG1804.Superseded values are not recommended for survey control.
 DG1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1804.See file dsdata.txt to determine how the superseded data were derived.
 DG1804
 DG1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC086444(NAD 83)
 DG1804_MARKER: DB = BENCH MARK DISK
 DG1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1804_STAMPING: B 257 1948
 DG1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1804+STABILITY: SURFACE MOTION
 DG1804
 DG1804  HISTORY     - Date     Condition        Report By
 DG1804  HISTORY     - 1948     MONUMENTED       CGS
 DG1804
 DG1804                          STATION DESCRIPTION
 DG1804
 DG1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1804'4.2 MI NE FROM WELLINGTON.
 DG1804'ABOUT 4.15 MILES NORTHEAST ALONG THE SEABOARD AIRLINE RAILWAY
 DG1804'FROM THE STATION AT WELLINGTON, ABOUT 0.5 MILE EAST OF THE
 DG1804'CROSSING OF THE JACKSONVILLE-GADSDEN ROAD, ABOUT 0.2 MILE WEST
 DG1804'OF MILE POST 669, IN THE NORTHEAST ANGLE OF A FARM ROAD CROSSING,
 DG1804'5 RAILS EAST OF THE CENTER OF THE CROSSING, 42 FEET NORTH OF THE
 DG1804'NORTH RAIL, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN LANE
 DG1804'OF THE FARM ROAD, 15 FEET NORTH OF THE CENTER LINE OF A DIM ROAD
 DG1804'BRANCHING OFF FARM ROAD AND PARALLELING THE TRACKS, NEAR THE
 DG1804'SOUTHWEST CORNER OF A YOUNG HICKORY THICKET, 2 FEET WEST OF A
 DG1804'WHITE WOODEN WITNESS POST, ABOUT 6 FEET BELOW THE TRACK AND SET
 DG1804'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1006 ***********************************************************************
 EE1006  DESIGNATION -  B 258
 EE1006  PID         -  EE1006
 EE1006  STATE/COUNTY-  AL/ETOWAH
 EE1006  USGS QUAD   -  GADSDEN EAST (1986)
 EE1006
 EE1006                         *CURRENT SURVEY CONTROL
 EE1006  ___________________________________________________________________
 EE1006* NAD 83(1986)-  34 00 31.     (N)    085 58 02.     (W)     SCALED    
 EE1006* NAVD 88     -       173.134  (meters)     568.02   (feet)  ADJUSTED  
 EE1006  ___________________________________________________________________
 EE1006  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE1006  DYNAMIC HT  -         172.953 (meters)     567.43  (feet)  COMP
 EE1006  MODELED GRAV-     979,587.5   (mgal)                       NAVD 88
 EE1006
 EE1006  VERT ORDER  -  SECOND    CLASS 0
 EE1006
 EE1006.The horizontal coordinates were scaled from a topographic map and have
 EE1006.an estimated accuracy of +/- 6 seconds.
 EE1006
 EE1006.The orthometric height was determined by differential leveling
 EE1006.and adjusted by the National Geodetic Survey in June 1991..
 EE1006
 EE1006.The geoid height was determined by GEOID03.
 EE1006
 EE1006.The dynamic height is computed by dividing the NAVD 88
 EE1006.geopotential number by the normal gravity value computed on the
 EE1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1006.degrees latitude (g = 980.6199 gals.).
 EE1006
 EE1006.The modeled gravity was interpolated from observed gravity values.
 EE1006
 EE1006;                    North         East    Units  Estimated Accuracy
 EE1006;SPC AL E     -   389,070.      187,630.      MT  (+/- 180 meters Scaled)
 EE1006
 EE1006                          SUPERSEDED SURVEY CONTROL
 EE1006
 EE1006  NGVD 29 (??/??/92)  173.10   (m)          567.9    (f) COMPUTED    2 0
 EE1006
 EE1006.Superseded values are not recommended for survey control.
 EE1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1006.See file dsdata.txt to determine how the superseded data were derived.
 EE1006
 EE1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC953635(NAD 83)
 EE1006_MARKER: DB = BENCH MARK DISK
 EE1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1006_STAMPING: B 258 1948
 EE1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1006+STABILITY: SURFACE MOTION
 EE1006
 EE1006  HISTORY     - Date     Condition        Report By
 EE1006  HISTORY     - 1948     MONUMENTED       CGS
 EE1006
 EE1006                          STATION DESCRIPTION
 EE1006
 EE1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1006'1.4 MI E FROM GADSDEN.
 EE1006'ABOUT 1.35 MILES EAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION
 EE1006'OF U.S. HIGHWAY 241, AT THE GOODYEAR AIRPORT, ON THE EAST SIDE
 EE1006'OF A GROUP OF SHEET METAL T HANGERS (NOW UNDER CONSTRUCTION), ABOUT
 EE1006'10 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE EAST HANGER, ABOUT
 EE1006'5 FEET EAST OF THE EAST FACE OF THE BUILDING, ABOUT 27 FEET
 EE1006'WEST-NORTHWEST OF A WATER HYDRANT, 2 FEET SOUTH OF A WHITE WOODEN
 EE1006'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 EE1006'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1025 ***********************************************************************
 EE1025  DESIGNATION -  B 259
 EE1025  PID         -  EE1025
 EE1025  STATE/COUNTY-  AL/CHEROKEE
 EE1025  USGS QUAD   -  CENTRE (1986)
 EE1025
 EE1025                         *CURRENT SURVEY CONTROL
 EE1025  ___________________________________________________________________
 EE1025* NAD 83(1986)-  34 07 30.     (N)    085 40 33.     (W)     SCALED    
 EE1025* NAVD 88     -       174.578  (meters)     572.76   (feet)  ADJUSTED  
 EE1025  ___________________________________________________________________
 EE1025  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1025  DYNAMIC HT  -         174.397 (meters)     572.17  (feet)  COMP
 EE1025  MODELED GRAV-     979,594.5   (mgal)                       NAVD 88
 EE1025
 EE1025  VERT ORDER  -  SECOND    CLASS 0
 EE1025
 EE1025.The horizontal coordinates were scaled from a topographic map and have
 EE1025.an estimated accuracy of +/- 6 seconds.
 EE1025
 EE1025.The orthometric height was determined by differential leveling
 EE1025.and adjusted by the National Geodetic Survey in June 1991..
 EE1025
 EE1025.The geoid height was determined by GEOID03.
 EE1025
 EE1025.The dynamic height is computed by dividing the NAVD 88
 EE1025.geopotential number by the normal gravity value computed on the
 EE1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1025.degrees latitude (g = 980.6199 gals.).
 EE1025
 EE1025.The modeled gravity was interpolated from observed gravity values.
 EE1025
 EE1025;                    North         East    Units  Estimated Accuracy
 EE1025;SPC AL E     -   401,980.      214,530.      MT  (+/- 180 meters Scaled)
 EE1025
 EE1025                          SUPERSEDED SURVEY CONTROL
 EE1025
 EE1025  NGVD 29 (??/??/92)  174.533  (m)          572.61   (f) ADJ UNCH    2 0
 EE1025
 EE1025.Superseded values are not recommended for survey control.
 EE1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1025.See file dsdata.txt to determine how the superseded data were derived.
 EE1025
 EE1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC221768(NAD 83)
 EE1025_MARKER: DB = BENCH MARK DISK
 EE1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1025_STAMPING: B 259 1948
 EE1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1025+STABILITY: SURFACE MOTION
 EE1025
 EE1025  HISTORY     - Date     Condition        Report By
 EE1025  HISTORY     - 1948     MONUMENTED       CGS
 EE1025
 EE1025                          STATION DESCRIPTION
 EE1025
 EE1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1025'2.2 MI S FROM CENTRE.
 EE1025'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 411 FROM THE COURT
 EE1025'HOUSE AT CENTRE, THENCE ABOUT 1.9 MILES SOUTH ALONG A GRAVEL ROAD,
 EE1025'AT THE TOP OF A LOW GRADE, AT THE SITE OF AN OLD SAW MILL, ABOUT
 EE1025'0.25 MILE NORTH OF THE BRIDGE OVER TERRAPIN CREEK, NEAR THE SOUTH
 EE1025'END OF A CULTIVATED FIELD, 74 FEET WEST OF THE CENTER LINE OF THE
 EE1025'ROAD, 11 FEET SOUTH OF A TRIANGULAR BLAZED 12-INCH OAK TREE,
 EE1025'31.5 FEET EAST OF THE NORTHEAST CORNER OF AN OLD 7 BY 17-FOOT
 EE1025'CONCRETE FOUNDATION, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 EE1025'ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 EE1025'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0819 ***********************************************************************
 BU0819  DESIGNATION -  B 26
 BU0819  PID         -  BU0819
 BU0819  STATE/COUNTY-  AL/MONROE
 BU0819  USGS QUAD   -  MONROEVILLE (1986)
 BU0819
 BU0819                         *CURRENT SURVEY CONTROL
 BU0819  ___________________________________________________________________
 BU0819* NAD 83(1986)-  31 35 13.     (N)    087 15 31.     (W)     SCALED    
 BU0819* NAVD 88     -        54.394  (meters)     178.46   (feet)  ADJUSTED  
 BU0819  ___________________________________________________________________
 BU0819  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU0819  DYNAMIC HT  -          54.327 (meters)     178.24  (feet)  COMP
 BU0819  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BU0819
 BU0819  VERT ORDER  -  SECOND    CLASS 0
 BU0819
 BU0819.The horizontal coordinates were scaled from a topographic map and have
 BU0819.an estimated accuracy of +/- 6 seconds.
 BU0819
 BU0819.The orthometric height was determined by differential leveling
 BU0819.and adjusted by the National Geodetic Survey in June 1991..
 BU0819
 BU0819.The geoid height was determined by GEOID03.
 BU0819
 BU0819.The dynamic height is computed by dividing the NAVD 88
 BU0819.geopotential number by the normal gravity value computed on the
 BU0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0819.degrees latitude (g = 980.6199 gals.).
 BU0819
 BU0819.The modeled gravity was interpolated from observed gravity values.
 BU0819
 BU0819;                    North         East    Units  Estimated Accuracy
 BU0819;SPC AL W     -   175,950.      622,910.      MT  (+/- 180 meters Scaled)
 BU0819
 BU0819                          SUPERSEDED SURVEY CONTROL
 BU0819
 BU0819  NGVD 29 (??/??/92)   54.375  (m)          178.40   (f) ADJ UNCH    2 0
 BU0819
 BU0819.Superseded values are not recommended for survey control.
 BU0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0819.See file dsdata.txt to determine how the superseded data were derived.
 BU0819
 BU0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV754946(NAD 83)
 BU0819_MARKER: DB = BENCH MARK DISK
 BU0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0819_STAMPING: B 26 1934
 BU0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0819+STABILITY: SURFACE MOTION
 BU0819
 BU0819  HISTORY     - Date     Condition        Report By
 BU0819  HISTORY     - 1934     MONUMENTED       CGS
 BU0819  HISTORY     - 1951     GOOD             NGS
 BU0819
 BU0819                          STATION DESCRIPTION
 BU0819
 BU0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0819'IN PETERMAN.
 BU0819'AT PETERMAN, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 50 FEET
 BU0819'NORTH OF THE NORTHWEST CORNER OF STATION, 35 1/2 FEET WEST OF THE WEST
 BU0819'RAIL OF MAIN TRACK, 118 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BU0819'RAILROAD BRIDGE NO. 37C, ABOUT 2 FEET BELOW THE TRACK AND SET IN THE
 BU0819'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2060 ***********************************************************************
 DG2060  DESIGNATION -  B 260
 DG2060  PID         -  DG2060
 DG2060  STATE/COUNTY-  AL/CALHOUN
 DG2060  USGS QUAD   -  PIEDMONT NW (1983)
 DG2060
 DG2060                         *CURRENT SURVEY CONTROL
 DG2060  ___________________________________________________________________
 DG2060* NAD 83(1986)-  33 53 51.     (N)    085 44 34.     (W)     SCALED    
 DG2060* NAVD 88     -       206.825  (meters)     678.56   (feet)  ADJUSTED  
 DG2060  ___________________________________________________________________
 DG2060  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG2060  DYNAMIC HT  -         206.607 (meters)     677.84  (feet)  COMP
 DG2060  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 DG2060
 DG2060  VERT ORDER  -  SECOND    CLASS 0
 DG2060
 DG2060.The horizontal coordinates were scaled from a topographic map and have
 DG2060.an estimated accuracy of +/- 6 seconds.
 DG2060
 DG2060.The orthometric height was determined by differential leveling
 DG2060.and adjusted by the National Geodetic Survey in June 1991..
 DG2060
 DG2060.The geoid height was determined by GEOID03.
 DG2060
 DG2060.The dynamic height is computed by dividing the NAVD 88
 DG2060.geopotential number by the normal gravity value computed on the
 DG2060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2060.degrees latitude (g = 980.6199 gals.).
 DG2060
 DG2060.The modeled gravity was interpolated from observed gravity values.
 DG2060
 DG2060;                    North         East    Units  Estimated Accuracy
 DG2060;SPC AL E     -   376,740.      208,380.      MT  (+/- 180 meters Scaled)
 DG2060
 DG2060                          SUPERSEDED SURVEY CONTROL
 DG2060
 DG2060  NGVD 29 (??/??/92)  206.760  (m)          678.35   (f) ADJ UNCH    2 0
 DG2060
 DG2060.Superseded values are not recommended for survey control.
 DG2060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2060.See file dsdata.txt to determine how the superseded data were derived.
 DG2060
 DG2060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC162515(NAD 83)
 DG2060_MARKER: DB = BENCH MARK DISK
 DG2060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2060_STAMPING: B 260 1948
 DG2060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2060+STABILITY: SURFACE MOTION
 DG2060
 DG2060  HISTORY     - Date     Condition        Report By
 DG2060  HISTORY     - 1948     MONUMENTED       CGS
 DG2060
 DG2060                          STATION DESCRIPTION
 DG2060
 DG2060'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2060'4.8 MI SW FROM KNIGHTENS CROSSROAD.
 DG2060'ABOUT 4.8 MILES SOUTHWEST ALONG A BLACK TOP AND GRAVEL ROAD FROM
 DG2060'THE JUNCTION OF STATE HIGHWAY 74 AT KNIGHTENS CROSSROADS, ABOUT
 DG2060'0.35 MILE NORTH OF THE JUNCTION OF A GRAVEL ROAD NORTHWEST,
 DG2060'AT THE JUNCTION OF A ROAD NORTHWEST, AT THE SOUTH CORNER OF
 DG2060'A PASTURE AT AN UNPAINTED FARM HOUSE ON THE NORTHWEST SIDE OF THE
 DG2060'ROAD, 78 FEET EAST AND ACROSS THE ROAD NORTHWEST FROM THE EAST
 DG2060'CORNER OF THE HOUSE, 21 FEET NORTHWEST OF THE CENTER LINE OF THE
 DG2060'MAIN ROAD, 42 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD
 DG2060'NORTHWEST, 14 FEET EAST-NORTHEAST OF A 24-INCH OAK TREE AT THE
 DG2060'PASTURE FENCE CORNER, 2 FEET SOUTHEAST OF THE FENCE LINE, 2 FEET
 DG2060'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 DG2060'JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DG2060'NOTE-- MARK IS ABOUT 2.05 MILES SOUTHWEST OF THE ROY WEBB SCHOOL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2079 ***********************************************************************
 DG2079  DESIGNATION -  B 261
 DG2079  PID         -  DG2079
 DG2079  STATE/COUNTY-  AL/CHEROKEE
 DG2079  USGS QUAD   -  PIEDMONT NW (1983)
 DG2079
 DG2079                         *CURRENT SURVEY CONTROL
 DG2079  ___________________________________________________________________
 DG2079* NAD 83(1986)-  33 59 24.     (N)    085 40 10.     (W)     SCALED    
 DG2079* NAVD 88     -       223.708  (meters)     733.95   (feet)  ADJUSTED  
 DG2079  ___________________________________________________________________
 DG2079  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG2079  DYNAMIC HT  -         223.474 (meters)     733.18  (feet)  COMP
 DG2079  MODELED GRAV-     979,584.6   (mgal)                       NAVD 88
 DG2079
 DG2079  VERT ORDER  -  SECOND    CLASS 0
 DG2079
 DG2079.The horizontal coordinates were scaled from a topographic map and have
 DG2079.an estimated accuracy of +/- 6 seconds.
 DG2079
 DG2079.The orthometric height was determined by differential leveling
 DG2079.and adjusted by the National Geodetic Survey in June 1991..
 DG2079
 DG2079.The geoid height was determined by GEOID03.
 DG2079
 DG2079.The dynamic height is computed by dividing the NAVD 88
 DG2079.geopotential number by the normal gravity value computed on the
 DG2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2079.degrees latitude (g = 980.6199 gals.).
 DG2079
 DG2079.The modeled gravity was interpolated from observed gravity values.
 DG2079
 DG2079;                    North         East    Units  Estimated Accuracy
 DG2079;SPC AL E     -   387,010.      215,140.      MT  (+/- 180 meters Scaled)
 DG2079
 DG2079                          SUPERSEDED SURVEY CONTROL
 DG2079
 DG2079  NGVD 29 (??/??/92)  223.646  (m)          733.75   (f) ADJ UNCH    2 0
 DG2079
 DG2079.Superseded values are not recommended for survey control.
 DG2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2079.See file dsdata.txt to determine how the superseded data were derived.
 DG2079
 DG2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC228618(NAD 83)
 DG2079_MARKER: DB = BENCH MARK DISK
 DG2079_SETTING: 66 = SET IN ROCK OUTCROP
 DG2079_SP_SET: SANDSTONE OUTCROP
 DG2079_STAMPING: B 261 1948
 DG2079_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG2079+STABILITY: POSITION/ELEVATION WELL
 DG2079
 DG2079  HISTORY     - Date     Condition        Report By
 DG2079  HISTORY     - 1948     MONUMENTED       CGS
 DG2079  HISTORY     - 1967     MARK NOT FOUND   USGS
 DG2079
 DG2079                          STATION DESCRIPTION
 DG2079
 DG2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2079'0.5 MI E FROM GNATVILLE.
 DG2079'ABOUT 0.5 MILE EAST ALONG A COUNTY ROAD FROM THE CHURCH AT
 DG2079'GNATVILLE, 57 YARDS NORTHWEST OF A BRICK ENCASED SPRING, 53 YARDS
 DG2079'NORTHWEST OF A 24-INCH PIPE CULVERT, 86 YARDS SOUTHEAST OF THE
 DG2079'NORTHEAST END OF A HEDGE ROW ON THE NORTHWEST SIDE OF THE YARD AT
 DG2079'A FARM HOUSE (HEDGE TRIMED IN THE SHAPE OF A CROSS), 33 YARDS
 DG2079'SOUTHEAST OF THE SOUTHEAST EDGE OF A MINE PIT, 70 FEET SOUTHEAST
 DG2079'OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT, 17 FEET NORTHEAST
 DG2079'OF THE CENTER LINE OF THE ROAD AND SET VERTICALLY IN THE SOUTHWEST
 DG2079'FACE OF A 6 BY 3-FOOT SANDSTONE OUTCROP ABOUT 2 FEET ABOVE THE
 DG2079'ROAD.
 DG2079
 DG2079                          STATION RECOVERY (1967)
 DG2079
 DG2079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DG2079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1688 ***********************************************************************
 DG1688  DESIGNATION -  B 262
 DG1688  PID         -  DG1688
 DG1688  STATE/COUNTY-  AL/CLAY
 DG1688  USGS QUAD   -  DELTA (1983)
 DG1688
 DG1688                         *CURRENT SURVEY CONTROL
 DG1688  ___________________________________________________________________
 DG1688* NAD 83(1986)-  33 26 17.     (N)    085 43 53.     (W)     SCALED    
 DG1688* NAVD 88     -       298.315  (meters)     978.72   (feet)  ADJUSTED  
 DG1688  ___________________________________________________________________
 DG1688  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DG1688  DYNAMIC HT  -         297.982 (meters)     977.63  (feet)  COMP
 DG1688  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 DG1688
 DG1688  VERT ORDER  -  SECOND    CLASS 0
 DG1688
 DG1688.The horizontal coordinates were scaled from a topographic map and have
 DG1688.an estimated accuracy of +/- 6 seconds.
 DG1688
 DG1688.The orthometric height was determined by differential leveling
 DG1688.and adjusted by the National Geodetic Survey in June 1991..
 DG1688
 DG1688.The geoid height was determined by GEOID03.
 DG1688
 DG1688.The dynamic height is computed by dividing the NAVD 88
 DG1688.geopotential number by the normal gravity value computed on the
 DG1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1688.degrees latitude (g = 980.6199 gals.).
 DG1688
 DG1688.The modeled gravity was interpolated from observed gravity values.
 DG1688
 DG1688;                    North         East    Units  Estimated Accuracy
 DG1688;SPC AL E     -   325,780.      209,480.      MT  (+/- 180 meters Scaled)
 DG1688
 DG1688                          SUPERSEDED SURVEY CONTROL
 DG1688
 DG1688  NGVD 29 (??/??/92)  298.248  (m)          978.50   (f) ADJ UNCH    2 0
 DG1688
 DG1688.Superseded values are not recommended for survey control.
 DG1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1688.See file dsdata.txt to determine how the superseded data were derived.
 DG1688
 DG1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC179005(NAD 83)
 DG1688_MARKER: DB = BENCH MARK DISK
 DG1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1688_STAMPING: B 262 1948
 DG1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1688+STABILITY: SURFACE MOTION
 DG1688
 DG1688  HISTORY     - Date     Condition        Report By
 DG1688  HISTORY     - 1948     MONUMENTED       CGS
 DG1688
 DG1688                          STATION DESCRIPTION
 DG1688
 DG1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1688'2.8 MI W FROM DELTA.
 DG1688'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 9 FROM THE SCHOOL AT
 DG1688'DELTA, THENCE ABOUT 2.7 MILES WEST ALONG A ROAD TO UNION VIA HAYNES
 DG1688'CROSSROADS, ABOUT 1.0 MILE WEST OF THE CROSSING OF A STEEL TOWER
 DG1688'POWER TRANSMISSION LINE, AT HAYNES CROSSROADS, 18 FEET NORTH OF THE
 DG1688'CENTER LINE OF THE MAIN ROAD, 58 FEET EAST OF THE CENTER LINE OF
 DG1688'THE CROSSROAD, 62 FEET SOUTH OF THE SOUTHEAST CORNER OF THE PORCH
 DG1688'TO A LOG HOUSE, 51 FEET SOUTHEAST OF THE CENTER OF A WELL, ABOUT
 DG1688'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DG1688'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1752 ***********************************************************************
 DG1752  DESIGNATION -  B 263
 DG1752  PID         -  DG1752
 DG1752  STATE/COUNTY-  AL/RANDOLPH
 DG1752  USGS QUAD   -  OFELIA (1976)
 DG1752
 DG1752                         *CURRENT SURVEY CONTROL
 DG1752  ___________________________________________________________________
 DG1752* NAD 83(1986)-  33 18 18.     (N)    085 33 33.     (W)     SCALED    
 DG1752* NAVD 88     -       302.071  (meters)     991.04   (feet)  ADJUSTED  
 DG1752  ___________________________________________________________________
 DG1752  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DG1752  DYNAMIC HT  -         301.727 (meters)     989.92  (feet)  COMP
 DG1752  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 DG1752
 DG1752  VERT ORDER  -  SECOND    CLASS 0
 DG1752
 DG1752.The horizontal coordinates were scaled from a topographic map and have
 DG1752.an estimated accuracy of +/- 6 seconds.
 DG1752
 DG1752.The orthometric height was determined by differential leveling
 DG1752.and adjusted by the National Geodetic Survey in June 1991..
 DG1752
 DG1752.The geoid height was determined by GEOID03.
 DG1752
 DG1752.The dynamic height is computed by dividing the NAVD 88
 DG1752.geopotential number by the normal gravity value computed on the
 DG1752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1752.degrees latitude (g = 980.6199 gals.).
 DG1752
 DG1752.The modeled gravity was interpolated from observed gravity values.
 DG1752
 DG1752;                    North         East    Units  Estimated Accuracy
 DG1752;SPC AL E     -   311,050.      225,530.      MT  (+/- 180 meters Scaled)
 DG1752
 DG1752                          SUPERSEDED SURVEY CONTROL
 DG1752
 DG1752  NGVD 29 (??/??/92)  302.005  (m)          990.83   (f) ADJ UNCH    2 0
 DG1752
 DG1752.Superseded values are not recommended for survey control.
 DG1752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1752.See file dsdata.txt to determine how the superseded data were derived.
 DG1752
 DG1752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB341860(NAD 83)
 DG1752_MARKER: DB = BENCH MARK DISK
 DG1752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1752_STAMPING: B 263 1948
 DG1752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1752+STABILITY: SURFACE MOTION
 DG1752
 DG1752  HISTORY     - Date     Condition        Report By
 DG1752  HISTORY     - 1948     MONUMENTED       CGS
 DG1752
 DG1752                          STATION DESCRIPTION
 DG1752
 DG1752'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1752'4.6 MI W FROM WEDOWEE.
 DG1752'ABOUT 4.65 MILES WEST ALONG STATE HIGHWAY 48 FROM THE COURT
 DG1752'HOUSE AT WEDOWEE, AT THE TOP OF A GRADE AND AT THE WEST END
 DG1752'OF A 6-FOOT HILL TOP CUT, 34 FEET NORTH OF THE CENTER LINE OF THE
 DG1752'HIGHWAY, 193 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A FARM HOUSE,
 DG1752'91 FEET NORTHEAST AND ACROSS THE HIGHWAY FROM HIGHWAY R/W MARKER
 DG1752'POST NO. 593+00, 2 FEET EAST OF A WHITE WOODEN WITNESS POST
 DG1752'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 DG1752'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1640 ***********************************************************************
 DG1640  DESIGNATION -  B 264
 DG1640  PID         -  DG1640
 DG1640  STATE/COUNTY-  AL/RANDOLPH
 DG1640  USGS QUAD   -  WADLEY NORTH (1969)
 DG1640
 DG1640                         *CURRENT SURVEY CONTROL
 DG1640  ___________________________________________________________________
 DG1640* NAD 83(1986)-  33 12 21.     (N)    085 34 40.     (W)     SCALED    
 DG1640* NAVD 88     -       205.516  (meters)     674.26   (feet)  ADJUSTED  
 DG1640  ___________________________________________________________________
 DG1640  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DG1640  DYNAMIC HT  -         205.282 (meters)     673.50  (feet)  COMP
 DG1640  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 DG1640
 DG1640  VERT ORDER  -  SECOND    CLASS 0
 DG1640
 DG1640.The horizontal coordinates were scaled from a topographic map and have
 DG1640.an estimated accuracy of +/- 6 seconds.
 DG1640
 DG1640.The orthometric height was determined by differential leveling
 DG1640.and adjusted by the National Geodetic Survey in June 1991..
 DG1640
 DG1640.The geoid height was determined by GEOID03.
 DG1640
 DG1640.The dynamic height is computed by dividing the NAVD 88
 DG1640.geopotential number by the normal gravity value computed on the
 DG1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1640.degrees latitude (g = 980.6199 gals.).
 DG1640
 DG1640.The modeled gravity was interpolated from observed gravity values.
 DG1640
 DG1640;                    North         East    Units  Estimated Accuracy
 DG1640;SPC AL E     -   300,050.      223,830.      MT  (+/- 180 meters Scaled)
 DG1640
 DG1640                          SUPERSEDED SURVEY CONTROL
 DG1640
 DG1640  NGVD 29 (??/??/92)  205.454  (m)          674.06   (f) ADJ UNCH    2 0
 DG1640
 DG1640.Superseded values are not recommended for survey control.
 DG1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1640.See file dsdata.txt to determine how the superseded data were derived.
 DG1640
 DG1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB325750(NAD 83)
 DG1640_MARKER: DB = BENCH MARK DISK
 DG1640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1640_STAMPING: B 264 1948
 DG1640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1640+STABILITY: SURFACE MOTION
 DG1640
 DG1640  HISTORY     - Date     Condition        Report By
 DG1640  HISTORY     - 1948     MONUMENTED       CGS
 DG1640
 DG1640                          STATION DESCRIPTION
 DG1640
 DG1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1640'0.5 MI FROM MALONE.
 DG1640'ABOUT 0.5 MILE NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 DG1640'FROM THE STATION AT MALONE, ABOUT 0.1 MILE NORTH OF MILE POST
 DG1640'D 332 - NJ 864, AT A PRIVATE ROAD CROSSING, 48 FEET WEST OF THE
 DG1640'WEST RAIL, 14 FEET NORTH OF THE CENTER LINE OF THE PRIVATE ROAD,
 DG1640'52 FEET NORTHWEST OF THE CENTER OF THE CROSSING, 19.5 FEET
 DG1640'SOUTHWEST OF A TRIANGULAR BLAZED WHITE OAK TREE, 2 FEET WEST OF
 DG1640'A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN
 DG1640'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1589 ***********************************************************************
 DG1589  DESIGNATION -  B 265
 DG1589  PID         -  DG1589
 DG1589  STATE/COUNTY-  AL/CLAY
 DG1589  USGS QUAD   -  MELLOW VALLEY (1969)
 DG1589
 DG1589                         *CURRENT SURVEY CONTROL
 DG1589  ___________________________________________________________________
 DG1589* NAD 83(1986)-  33 08 47.     (N)    085 44 50.     (W)     SCALED    
 DG1589* NAVD 88     -       337.440  (meters)    1107.08   (feet)  ADJUSTED  
 DG1589  ___________________________________________________________________
 DG1589  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DG1589  DYNAMIC HT  -         337.048 (meters)    1105.80  (feet)  COMP
 DG1589  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 DG1589
 DG1589  VERT ORDER  -  SECOND    CLASS 0
 DG1589
 DG1589.The horizontal coordinates were scaled from a topographic map and have
 DG1589.an estimated accuracy of +/- 6 seconds.
 DG1589
 DG1589.The orthometric height was determined by differential leveling
 DG1589.and adjusted by the National Geodetic Survey in June 1991..
 DG1589
 DG1589.The geoid height was determined by GEOID03.
 DG1589
 DG1589.The dynamic height is computed by dividing the NAVD 88
 DG1589.geopotential number by the normal gravity value computed on the
 DG1589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1589.degrees latitude (g = 980.6199 gals.).
 DG1589
 DG1589.The modeled gravity was interpolated from observed gravity values.
 DG1589
 DG1589;                    North         East    Units  Estimated Accuracy
 DG1589;SPC AL E     -   293,430.      208,030.      MT  (+/- 180 meters Scaled)
 DG1589
 DG1589                          SUPERSEDED SURVEY CONTROL
 DG1589
 DG1589  NGVD 29 (??/??/92)  337.371  (m)         1106.86   (f) ADJ UNCH    2 0
 DG1589
 DG1589.Superseded values are not recommended for survey control.
 DG1589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1589.See file dsdata.txt to determine how the superseded data were derived.
 DG1589
 DG1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB168682(NAD 83)
 DG1589_MARKER: DB = BENCH MARK DISK
 DG1589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1589_STAMPING: B 265 1948
 DG1589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1589+STABILITY: SURFACE MOTION
 DG1589
 DG1589  HISTORY     - Date     Condition        Report By
 DG1589  HISTORY     - 1948     MONUMENTED       CGS
 DG1589  HISTORY     - 1969     MARK NOT FOUND   USGS
 DG1589
 DG1589                          STATION DESCRIPTION
 DG1589
 DG1589'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1589'3 MI S FROM MELLOW VALLEY.
 DG1589'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL
 DG1589'AT MELLOW VALLEY, THENCE ABOUT 2.8 MILES SOUTH ALONG A GRAVEL
 DG1589'ROAD LEADING TO GOLDVILLE, ABOUT 0.6 MILE SOUTH OF A ROAD WEST,
 DG1589'ABOUT 0.2 MILE NORTH OF A ROAD EAST, 221 FEET NORTH-NORTHWEST
 DG1589'AND ACROSS THE ROAD FROM A TRANSFORMER POWER POLE, AT AN OLD
 DG1589'ABANDONED HOUSE SITE, 63 FEET SOUTHWEST OF A WELL, 32 FEET EAST
 DG1589'OF THE CENTER LINE OF THE ROAD, 13 FEET SOUTH-SOUTHWEST OF A
 DG1589'28-INCH LONE OAK TREE, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF
 DG1589'A CONCRETE POST PROJECTING 4 INCHES.
 DG1589
 DG1589                          STATION RECOVERY (1969)
 DG1589
 DG1589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DG1589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0490 ***********************************************************************
 DH0490  DESIGNATION -  B 266
 DH0490  PID         -  DH0490
 DH0490  STATE/COUNTY-  AL/TALLADEGA
 DH0490  USGS QUAD   -  WINTERBORO (1984)
 DH0490
 DH0490                         *CURRENT SURVEY CONTROL
 DH0490  ___________________________________________________________________
 DH0490* NAD 83(1986)-  33 18 39.     (N)    086 11 48.     (W)     SCALED    
 DH0490* NAVD 88     -       154.097  (meters)     505.57   (feet)  ADJUSTED  
 DH0490  ___________________________________________________________________
 DH0490  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DH0490  DYNAMIC HT  -         153.927 (meters)     505.01  (feet)  COMP
 DH0490  MODELED GRAV-     979,531.4   (mgal)                       NAVD 88
 DH0490
 DH0490  VERT ORDER  -  SECOND    CLASS 0
 DH0490
 DH0490.The horizontal coordinates were scaled from a topographic map and have
 DH0490.an estimated accuracy of +/- 6 seconds.
 DH0490
 DH0490.The orthometric height was determined by differential leveling
 DH0490.and adjusted by the National Geodetic Survey in June 1991..
 DH0490
 DH0490.The geoid height was determined by GEOID03.
 DH0490
 DH0490.The dynamic height is computed by dividing the NAVD 88
 DH0490.geopotential number by the normal gravity value computed on the
 DH0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0490.degrees latitude (g = 980.6199 gals.).
 DH0490
 DH0490.The modeled gravity was interpolated from observed gravity values.
 DH0490
 DH0490;                    North         East    Units  Estimated Accuracy
 DH0490;SPC AL E     -   311,730.      166,170.      MT  (+/- 180 meters Scaled)
 DH0490
 DH0490                          SUPERSEDED SURVEY CONTROL
 DH0490
 DH0490  NGVD 29 (??/??/92)  154.046  (m)          505.40   (f) ADJ UNCH    2 0
 DH0490
 DH0490.Superseded values are not recommended for survey control.
 DH0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0490.See file dsdata.txt to determine how the superseded data were derived.
 DH0490
 DH0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB747860(NAD 83)
 DH0490_MARKER: DB = BENCH MARK DISK
 DH0490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0490_SP_SET: CULVERT
 DH0490_STAMPING: B 266 1948
 DH0490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0490
 DH0490  HISTORY     - Date     Condition        Report By
 DH0490  HISTORY     - 1948     MONUMENTED       CGS
 DH0490
 DH0490                          STATION DESCRIPTION
 DH0490
 DH0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0490'0.7 MI S FROM WINTERBORO.
 DH0490'ABOUT 0.7 MILE SOUTH ALONG U. S. HIGHWAY 241 FROM THE SCHOOL AT
 DH0490'WINTERBORO, ABOUT 0.2 MILE NORTH OF THE JUNCTION OF THE OLD ROAD BED
 DH0490'LEADING SOUTHWEST, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF A ROAD
 DH0490'EAST, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A
 DH0490'4-FOOT CONCRETE BOX CULVERT, OPPOSTITE AN OLD CULVERT UNDER ABANDONED
 DH0490'ROAD PARALLELING HIGHWAY ON EAST SIDE, 15 FEET WEST OF THE CENTER LINE
 DH0490'OF THE HIGHWAY AND 1 FOOT BELOW THE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1510 ***********************************************************************
 DG1510  DESIGNATION -  B 267
 DG1510  PID         -  DG1510
 DG1510  STATE/COUNTY-  AL/TALLADEGA
 DG1510  USGS QUAD   -  CLAIRMONT SPRINGS (1983)
 DG1510
 DG1510                         *CURRENT SURVEY CONTROL
 DG1510  ___________________________________________________________________
 DG1510* NAD 83(1986)-  33 19 05.     (N)    085 59 58.     (W)     SCALED    
 DG1510* NAVD 88     -       264.295  (meters)     867.11   (feet)  ADJUSTED  
 DG1510  ___________________________________________________________________
 DG1510  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG1510  DYNAMIC HT  -         263.998 (meters)     866.13  (feet)  COMP
 DG1510  MODELED GRAV-     979,505.6   (mgal)                       NAVD 88
 DG1510
 DG1510  VERT ORDER  -  SECOND    CLASS 0
 DG1510
 DG1510.The horizontal coordinates were scaled from a topographic map and have
 DG1510.an estimated accuracy of +/- 6 seconds.
 DG1510
 DG1510.The orthometric height was determined by differential leveling
 DG1510.and adjusted by the National Geodetic Survey in June 1991..
 DG1510
 DG1510.The geoid height was determined by GEOID03.
 DG1510
 DG1510.The dynamic height is computed by dividing the NAVD 88
 DG1510.geopotential number by the normal gravity value computed on the
 DG1510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1510.degrees latitude (g = 980.6199 gals.).
 DG1510
 DG1510.The modeled gravity was interpolated from observed gravity values.
 DG1510
 DG1510;                    North         East    Units  Estimated Accuracy
 DG1510;SPC AL E     -   312,480.      184,530.      MT  (+/- 180 meters Scaled)
 DG1510
 DG1510                          SUPERSEDED SURVEY CONTROL
 DG1510
 DG1510  NGVD 29 (??/??/92)  264.216  (m)          866.85   (f) ADJ UNCH    2 0
 DG1510
 DG1510.Superseded values are not recommended for survey control.
 DG1510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1510.See file dsdata.txt to determine how the superseded data were derived.
 DG1510
 DG1510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB931869(NAD 83)
 DG1510_MARKER: DB = BENCH MARK DISK
 DG1510_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1510_SP_SET: ROCK OUTCROP
 DG1510_STAMPING: B 267 1948
 DG1510_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1510
 DG1510  HISTORY     - Date     Condition        Report By
 DG1510  HISTORY     - 1948     MONUMENTED       CGS
 DG1510  HISTORY     - 1969     MARK NOT FOUND   USGS
 DG1510
 DG1510                          STATION DESCRIPTION
 DG1510
 DG1510'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1510'0.9 MI S FROM CHANDLER.
 DG1510'ABOUT 0.9 MILE SOUTH ALONG HATCHET CREEK ROAD LEADING TO CHANDLER
 DG1510'SPRINGS SCHOOL FROM THE ATLANTIC COAST LINE RAILROAD STATION AT
 DG1510'CHANDLER, ABOUT 0.25 MILE SOUTH OF THE INTERSECTION OF STATE
 DG1510'HIGHWAY 48, ABOUT 0.2 MILE NORTH OF A CHURCH AND THE JUNCTION OF A
 DG1510'ROAD SOUTHEAST, ABOUT 65 YARDS SOUTHWEST OF A PLANK BRIDGE OVER A
 DG1510'SMALL STREAM, NEAR A GROUP OF 3 CHIMNEYS AT OLD SITE OF HOUSES, SET
 DG1510'IN THE TOP OF AN OUTCROP OF ROCK, 28 FEET SOUTHEAST OF THE CENTER
 DG1510'LINE OF THE ROAD, 44 FEET SOUTHWEST OF THE CENTER LINE OF A DIM
 DG1510'ROAD SOUTHEAST, 19.5 FEET SOUTHWEST OF A TRIANGULAR BLAZED 14-INCH
 DG1510'HICKORY TREE, 3 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 5
 DG1510'FEET ABOVE THE ROAD AND SET IN A DRILL HOLE.
 DG1510
 DG1510                          STATION RECOVERY (1969)
 DG1510
 DG1510'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DG1510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0580 ***********************************************************************
 DH0580  DESIGNATION -  B 268
 DH0580  PID         -  DH0580
 DH0580  STATE/COUNTY-  AL/CLAY
 DH0580  USGS QUAD   -  HOLLINS (1984)
 DH0580
 DH0580                         *CURRENT SURVEY CONTROL
 DH0580  ___________________________________________________________________
 DH0580* NAD 83(1986)-  33 06 22.     (N)    086 07 48.     (W)     SCALED    
 DH0580* NAVD 88     -       246.420  (meters)     808.46   (feet)  ADJUSTED  
 DH0580  ___________________________________________________________________
 DH0580  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DH0580  DYNAMIC HT  -         246.139 (meters)     807.54  (feet)  COMP
 DH0580  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 DH0580
 DH0580  VERT ORDER  -  SECOND    CLASS 0
 DH0580
 DH0580.The horizontal coordinates were scaled from a topographic map and have
 DH0580.an estimated accuracy of +/- 6 seconds.
 DH0580
 DH0580.The orthometric height was determined by differential leveling
 DH0580.and adjusted by the National Geodetic Survey in June 1991..
 DH0580
 DH0580.The geoid height was determined by GEOID03.
 DH0580
 DH0580.The dynamic height is computed by dividing the NAVD 88
 DH0580.geopotential number by the normal gravity value computed on the
 DH0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0580.degrees latitude (g = 980.6199 gals.).
 DH0580
 DH0580.The modeled gravity was interpolated from observed gravity values.
 DH0580
 DH0580;                    North         East    Units  Estimated Accuracy
 DH0580;SPC AL E     -   289,000.      172,310.      MT  (+/- 180 meters Scaled)
 DH0580
 DH0580                          SUPERSEDED SURVEY CONTROL
 DH0580
 DH0580  NGVD 29 (??/??/92)  246.371  (m)          808.30   (f) ADJ UNCH    2 0
 DH0580
 DH0580.Superseded values are not recommended for survey control.
 DH0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0580.See file dsdata.txt to determine how the superseded data were derived.
 DH0580
 DH0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB811633(NAD 83)
 DH0580_MARKER: DB = BENCH MARK DISK
 DH0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0580_STAMPING: B 268 1948
 DH0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0580+STABILITY: SURFACE MOTION
 DH0580
 DH0580  HISTORY     - Date     Condition        Report By
 DH0580  HISTORY     - 1948     MONUMENTED       CGS
 DH0580
 DH0580                          STATION DESCRIPTION
 DH0580
 DH0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0580'1.2 MI NW FROM PARKDALE.
 DH0580'ABOUT 1.2 MILES NORTHWEST ALONG U. S. HIGHWAY 241 FROM THE METHODIST
 DH0580'CHURCH AT PARKDALE, ABOUT 0.35 MILE NORTHWEST OF THE CLAY-COOSA COUNTY
 DH0580'LINE, ABOUT 0.6 MILE SOUTHEAST OF A CROSSROAD AND BURNETTS STORE,
 DH0580'ABOUT 0.1 MILE EAST OF THE JUNCTION OF A ROAD NORTH, IN THE SOUTHEAST
 DH0580'ANGLE OF THE JUNCTION OF A DRIVE WAY TO A GREEN TAR PAPER COVERED FARM
 DH0580'HOUSE, 39 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 20.5 FEET
 DH0580'SOUTHEAST OF THE EAST END OF AN 18-INCH IRON PIPE CULVERT, 110 FEET
 DH0580'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 16 FEET
 DH0580'NORTHEAST OF THE CENTER LINE OF THE DRIVE WAY, 2 FEET NORTH OF A WHITE
 DH0580'WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 DH0580'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1505 ***********************************************************************
 DG1505  DESIGNATION -  B 269
 DG1505  PID         -  DG1505
 DG1505  STATE/COUNTY-  AL/CLAY
 DG1505  USGS QUAD   -  MILLERVILLE (1983)
 DG1505
 DG1505                         *CURRENT SURVEY CONTROL
 DG1505  ___________________________________________________________________
 DG1505* NAD 83(1986)-  33 12 04.     (N)    085 57 32.     (W)     SCALED    
 DG1505* NAVD 88     -       283.024  (meters)     928.55   (feet)  ADJUSTED  
 DG1505  ___________________________________________________________________
 DG1505  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG1505  DYNAMIC HT  -         282.702 (meters)     927.50  (feet)  COMP
 DG1505  MODELED GRAV-     979,492.0   (mgal)                       NAVD 88
 DG1505
 DG1505  VERT ORDER  -  SECOND    CLASS 0
 DG1505
 DG1505.The horizontal coordinates were scaled from a topographic map and have
 DG1505.an estimated accuracy of +/- 6 seconds.
 DG1505
 DG1505.The orthometric height was determined by differential leveling
 DG1505.and adjusted by the National Geodetic Survey in June 1991..
 DG1505
 DG1505.The geoid height was determined by GEOID03.
 DG1505
 DG1505.The dynamic height is computed by dividing the NAVD 88
 DG1505.geopotential number by the normal gravity value computed on the
 DG1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1505.degrees latitude (g = 980.6199 gals.).
 DG1505
 DG1505.The modeled gravity was interpolated from observed gravity values.
 DG1505
 DG1505;                    North         East    Units  Estimated Accuracy
 DG1505;SPC AL E     -   299,510.      188,290.      MT  (+/- 180 meters Scaled)
 DG1505
 DG1505                          SUPERSEDED SURVEY CONTROL
 DG1505
 DG1505  NGVD 29 (??/??/92)  282.970  (m)          928.38   (f) ADJ UNCH    2 0
 DG1505
 DG1505.Superseded values are not recommended for survey control.
 DG1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1505.See file dsdata.txt to determine how the superseded data were derived.
 DG1505
 DG1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB970740(NAD 83)
 DG1505_MARKER: DB = BENCH MARK DISK
 DG1505_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1505_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1505_STAMPING: B 269 1949
 DG1505_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1505+STABILITY: SURFACE MOTION
 DG1505
 DG1505  HISTORY     - Date     Condition        Report By
 DG1505  HISTORY     - 1949     MONUMENTED       CGS
 DG1505
 DG1505                          STATION DESCRIPTION
 DG1505
 DG1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1505'2.3 MI NW FROM MILLERVILLE.
 DG1505'ABOUT 0.2 MILE NORTHEAST ALONG STATE HIGHWAY 9 FROM THE CEMETERY
 DG1505'AT MILLERVILLE, THENCE ABOUT 0.85 MILE NORTHWEST ALONG A DIRT ROAD,
 DG1505'THENCE ABOUT 1.25 MILE SOUTH AND WEST ALONG A DIRT ROAD LEADING TO
 DG1505'BULL GAP CROSSROADS, AT THE JUNCTION OF A DIM ROAD SOUTHWEST,
 DG1505'174 FEET WEST OF THE CENTER OF THE JUNCTION OF A ROAD NORTHEAST,
 DG1505'66 FEET WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE ROAD
 DG1505'SOUTHWEST, 43 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DG1505'24 FEET NORTHWEST OF THE CENTER LINE OF THE DIM ROAD SOUTHWEST, 14
 DG1505'FEET NORTHWEST OF A TRIANGULAR BLAZED 8-INCH PINE TREE, 2 FEET
 DG1505'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD
 DG1505'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1082 ***********************************************************************
 CN1082  DESIGNATION -  B 27
 CN1082  PID         -  CN1082
 CN1082  STATE/COUNTY-  AL/DALLAS
 CN1082  USGS QUAD   -  SARDIS (1982)
 CN1082
 CN1082                         *CURRENT SURVEY CONTROL
 CN1082  ___________________________________________________________________
 CN1082* NAD 83(1986)-  32 18 51.     (N)    086 59 25.     (W)     SCALED    
 CN1082* NAVD 88     -        48.245  (meters)     158.28   (feet)  ADJUSTED  
 CN1082  ___________________________________________________________________
 CN1082  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CN1082  DYNAMIC HT  -          48.190 (meters)     158.10  (feet)  COMP
 CN1082  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 CN1082
 CN1082  VERT ORDER  -  SECOND    CLASS 0
 CN1082
 CN1082.The horizontal coordinates were scaled from a topographic map and have
 CN1082.an estimated accuracy of +/- 6 seconds.
 CN1082
 CN1082.The orthometric height was determined by differential leveling
 CN1082.and adjusted by the National Geodetic Survey in June 1991..
 CN1082
 CN1082.The geoid height was determined by GEOID03.
 CN1082
 CN1082.The dynamic height is computed by dividing the NAVD 88
 CN1082.geopotential number by the normal gravity value computed on the
 CN1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1082.degrees latitude (g = 980.6199 gals.).
 CN1082
 CN1082.The modeled gravity was interpolated from observed gravity values.
 CN1082
 CN1082;                    North         East    Units  Estimated Accuracy
 CN1082;SPC AL W     -   256,670.      648,000.      MT  (+/- 180 meters Scaled)
 CN1082
 CN1082                          SUPERSEDED SURVEY CONTROL
 CN1082
 CN1082  NGVD 29 (??/??/92)   48.198  (m)          158.13   (f) ADJ UNCH    2 0
 CN1082
 CN1082.Superseded values are not recommended for survey control.
 CN1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1082.See file dsdata.txt to determine how the superseded data were derived.
 CN1082
 CN1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA009752(NAD 83)
 CN1082_MARKER: DB = BENCH MARK DISK
 CN1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1082_STAMPING: B 27 1934
 CN1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1082+STABILITY: SURFACE MOTION
 CN1082
 CN1082  HISTORY     - Date     Condition        Report By
 CN1082  HISTORY     - 1934     MONUMENTED       CGS
 CN1082  HISTORY     - 1949     GOOD             NGS
 CN1082
 CN1082                          STATION DESCRIPTION
 CN1082
 CN1082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1082'1.9 MI N FROM SARDIS.
 CN1082'ABOUT 1.9 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 CN1082'THE STATION AT SARDIS, ABOUT 642 FEET NORTH OF MILE POST 712, ABOUT
 CN1082'246 FEET NORTH OF A WHISTLE POST, 399 FEET SOUTH OF THE SOUTH END OF
 CN1082'TRESTLE NO. 115 B, 60 FEET SOUTH-SOUTHEAST OF A TELEPHONE POLE, 24 1/2
 CN1082'FEET WEST OF THE WEST RAIL, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 CN1082'POST, 1 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CN1082'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1596 ***********************************************************************
 DG1596  DESIGNATION -  B 270
 DG1596  PID         -  DG1596
 DG1596  STATE/COUNTY-  AL/TALLAPOOSA
 DG1596  USGS QUAD   -  NEW SITE (1969)
 DG1596
 DG1596                         *CURRENT SURVEY CONTROL
 DG1596  ___________________________________________________________________
 DG1596* NAD 83(1986)-  33 06 15.     (N)    085 46 23.     (W)     SCALED    
 DG1596* NAVD 88     -       318.207  (meters)    1043.98   (feet)  ADJUSTED  
 DG1596  ___________________________________________________________________
 DG1596  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG1596  DYNAMIC HT  -         317.838 (meters)    1042.77  (feet)  COMP
 DG1596  MODELED GRAV-     979,469.3   (mgal)                       NAVD 88
 DG1596
 DG1596  VERT ORDER  -  SECOND    CLASS 0
 DG1596
 DG1596.The horizontal coordinates were scaled from a topographic map and have
 DG1596.an estimated accuracy of +/- 6 seconds.
 DG1596
 DG1596.The orthometric height was determined by differential leveling
 DG1596.and adjusted by the National Geodetic Survey in June 1991..
 DG1596
 DG1596.The geoid height was determined by GEOID03.
 DG1596
 DG1596.The dynamic height is computed by dividing the NAVD 88
 DG1596.geopotential number by the normal gravity value computed on the
 DG1596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1596.degrees latitude (g = 980.6199 gals.).
 DG1596
 DG1596.The modeled gravity was interpolated from observed gravity values.
 DG1596
 DG1596;                    North         East    Units  Estimated Accuracy
 DG1596;SPC AL E     -   288,750.      205,630.      MT  (+/- 180 meters Scaled)
 DG1596
 DG1596                          SUPERSEDED SURVEY CONTROL
 DG1596
 DG1596  NGVD 29 (??/??/92)  318.149  (m)         1043.79   (f) ADJ UNCH    2 0
 DG1596
 DG1596.Superseded values are not recommended for survey control.
 DG1596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1596.See file dsdata.txt to determine how the superseded data were derived.
 DG1596
 DG1596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB144635(NAD 83)
 DG1596_MARKER: DB = BENCH MARK DISK
 DG1596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1596_STAMPING: B 270 1949
 DG1596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1596+STABILITY: SURFACE MOTION
 DG1596
 DG1596  HISTORY     - Date     Condition        Report By
 DG1596  HISTORY     - 1949     MONUMENTED       CGS
 DG1596  HISTORY     - 1969     MARK NOT FOUND   USGS
 DG1596
 DG1596                          STATION DESCRIPTION
 DG1596
 DG1596'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1596'1.8 MI NE FROM GOLDVILLE.
 DG1596'ABOUT 1.8 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO MELLOW
 DG1596'VALLEY FROM THE CROSSROADS AT GOLDVILLE, AT THE CLAY-TALLAPOOSA
 DG1596'COUNTY LINE, NEAR THE CREST OF A HILL, AT THE NORTH END OF A
 DG1596'CURVE WITH TANGENTS SOUTHWEST AND NORTH, 93 FEET NORTHWEST OF
 DG1596'THE NORTHWEST CORNER OF A HOUSE, 42 FEET EAST OF THE CENTER LINE
 DG1596'OF THE ROAD, 11 1/2 FEET SOUTHEAST OF A STONE COUNTY LINE MARKER
 DG1596'POST, 5 FEET SOUTHEAST OF A 9-INCH OAK TREE, 3 1/2 FEET SOUTHWEST
 DG1596'OF AN 8-INCH OAK TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 DG1596'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 DG1596'POST PROJECTING 1 INCH.
 DG1596
 DG1596                          STATION RECOVERY (1969)
 DG1596
 DG1596'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DG1596'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1517 ***********************************************************************
 DG1517  DESIGNATION -  B 271
 DG1517  PID         -  DG1517
 DG1517  STATE/COUNTY-  AL/TALLAPOOSA
 DG1517  USGS QUAD   -  HACKNEYVILLE (1969)
 DG1517
 DG1517                         *CURRENT SURVEY CONTROL
 DG1517  ___________________________________________________________________
 DG1517* NAD 83(1986)-  33 03 23.     (N)    085 54 15.     (W)     SCALED    
 DG1517* NAVD 88     -       215.823  (meters)     708.08   (feet)  ADJUSTED  
 DG1517  ___________________________________________________________________
 DG1517  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DG1517  DYNAMIC HT  -         215.575 (meters)     707.27  (feet)  COMP
 DG1517  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 DG1517
 DG1517  VERT ORDER  -  SECOND    CLASS 0
 DG1517
 DG1517.The horizontal coordinates were scaled from a topographic map and have
 DG1517.an estimated accuracy of +/- 6 seconds.
 DG1517
 DG1517.The orthometric height was determined by differential leveling
 DG1517.and adjusted by the National Geodetic Survey in June 1991..
 DG1517
 DG1517.The geoid height was determined by GEOID03.
 DG1517
 DG1517.The dynamic height is computed by dividing the NAVD 88
 DG1517.geopotential number by the normal gravity value computed on the
 DG1517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1517.degrees latitude (g = 980.6199 gals.).
 DG1517
 DG1517.The modeled gravity was interpolated from observed gravity values.
 DG1517
 DG1517;                    North         East    Units  Estimated Accuracy
 DG1517;SPC AL E     -   283,450.      193,390.      MT  (+/- 180 meters Scaled)
 DG1517
 DG1517                          SUPERSEDED SURVEY CONTROL
 DG1517
 DG1517  NGVD 29 (??/??/92)  215.777  (m)          707.93   (f) ADJ UNCH    2 0
 DG1517
 DG1517.Superseded values are not recommended for survey control.
 DG1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1517.See file dsdata.txt to determine how the superseded data were derived.
 DG1517
 DG1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB023580(NAD 83)
 DG1517_MARKER: DB = BENCH MARK DISK
 DG1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1517_STAMPING: B 271 1949
 DG1517_MARK LOGO: CGS   
 DG1517_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG1517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1517+STABILITY: SURFACE MOTION
 DG1517_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG1517+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1992
 DG1517
 DG1517  HISTORY     - Date     Condition        Report By
 DG1517  HISTORY     - 1949     MONUMENTED       CGS
 DG1517  HISTORY     - 19920330 GOOD             ALHD
 DG1517
 DG1517                          STATION DESCRIPTION
 DG1517
 DG1517'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1517'2 MI E FROM HACKNEYVILLE.
 DG1517'ABOUT 0.2 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE HIGH
 DG1517'SCHOOL AT HACKNEYVILLE, THENCE ABOUT 1.8 MILES EAST ALONG A DIRT
 DG1517'ROAD LEADING TO GOLDVILLE, AT A CROSS ROAD, 85 FEET NORTHWEST OF
 DG1517'THE CENTER OF THE INTERSECTION, 122 FEET EAST-SOUTHEAST OF THE
 DG1517'SOUTHEAST CORNER OF AN IMITATION BRICK FRONT HOUSE, 36 FEET
 DG1517'WEST OF THE CENTER LINE OF THE ROAD NORTH, 27 FEET NORTH OF THE
 DG1517'CENTER LINE OF THE ROAD, 23 FEET WEST OF THE WEST END OF AN
 DG1517'18-INCH PIPE CULVERT UNDER ROAD NORTH, 2 FEET NORTHEAST OF A
 DG1517'WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE ROAD AND SET IN THE
 DG1517'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DG1517
 DG1517                          STATION RECOVERY (1992)
 DG1517
 DG1517'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992 (JDS)
 DG1517'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTH RIGHT OF WAY
 DG1517'OF A PAVED COUNTY ROAD, ABOUT 7.60 MI (12.23 KM) WEST-NORTHWEST OF NEW
 DG1517'SITE AND ABOUT 8.60 MI (13.84 KM) NORTH-NORTHEAST OF ALEXANDER CITY.
 DG1517'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 63 (MILE POST
 DG1517'46.30 0N ALA 63 AND MILE POST 168.00 ON ALA 9) AT A CAUTION LIGHT
 DG1517'ABOUT 5.10 MI (8.21 KM) NORTHEAST OF GOODWATER, DRIVE SOUTHEAST ON ALA
 DG1517'63 FOR 6.35 MI (10.22 KM) TO MILE POST 39.95 AND A PAVED COUNTY ROAD
 DG1517'ON THE LEFT IN A CURVE TO THE RIGHT IN HACKNEYVILLE, TURN LEFT ON THE
 DG1517'PAVED COUNTY ROAD AND DRIVE EAST FOR 1.75 MI (2.82 KM) TO A PAVED
 DG1517'COUNTY ROAD AND THE STATION ON THE LEFT. THE STATION IS LOCATED IN THE
 DG1517'SOUTHEAST CORNER OF THE FRONT YARD OF A BRICK HOUSE, 2.4 FT (0.7 M)
 DG1517'SOUTHWEST OF AN EIGHT-INCH CEDAR TREE, 35.0 FT (10.7 M) WEST-SOUTHWEST
 DG1517'OF THE CENTER OF A NORTH-SOUTH GRAVEL ROAD, 38.0 FT (11.6 M) NORTH OF
 DG1517'THE CENTER OF THE EAST-WEST PAVED COUNTY ROAD, 59.4 FT (18.1 M)
 DG1517'EAST-SOUTHEAST OF A THIRTY-SIX INCH RED OAK TREE, 65.5 FT (20.0 M)
 DG1517'NORTH OF A FIRE HYDRANT ACROSS THE PAVED ROAD, 1.2 FT (0.4 M)
 DG1517'WEST-NORTHWEST OF A CARSONITE WITNESS POST, AND SET IN THE TOP OF A
 DG1517'TWELVE-INCH ROUND CONCRETE POST PROJECTING TWELVE INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0569 ***********************************************************************
 DH0569  DESIGNATION -  B 272
 DH0569  PID         -  DH0569
 DH0569  STATE/COUNTY-  AL/COOSA
 DH0569  USGS QUAD   -  GOODWATER (1987)
 DH0569
 DH0569                         *CURRENT SURVEY CONTROL
 DH0569  ___________________________________________________________________
 DH0569* NAD 83(1986)-  33 02 25.     (N)    086 03 18.     (W)     SCALED    
 DH0569* NAVD 88     -       245.285  (meters)     804.74   (feet)  ADJUSTED  
 DH0569  ___________________________________________________________________
 DH0569  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH0569  DYNAMIC HT  -         245.003 (meters)     803.81  (feet)  COMP
 DH0569  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 DH0569
 DH0569  VERT ORDER  -  SECOND    CLASS 0
 DH0569
 DH0569.The horizontal coordinates were scaled from a topographic map and have
 DH0569.an estimated accuracy of +/- 6 seconds.
 DH0569
 DH0569.The orthometric height was determined by differential leveling
 DH0569.and adjusted by the National Geodetic Survey in June 1991..
 DH0569
 DH0569.The geoid height was determined by GEOID03.
 DH0569
 DH0569.The dynamic height is computed by dividing the NAVD 88
 DH0569.geopotential number by the normal gravity value computed on the
 DH0569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0569.degrees latitude (g = 980.6199 gals.).
 DH0569
 DH0569.The modeled gravity was interpolated from observed gravity values.
 DH0569
 DH0569;                    North         East    Units  Estimated Accuracy
 DH0569;SPC AL E     -   281,680.      179,300.      MT  (+/- 180 meters Scaled)
 DH0569
 DH0569                          SUPERSEDED SURVEY CONTROL
 DH0569
 DH0569  NGVD 29 (??/??/92)  245.246  (m)          804.61   (f) ADJ UNCH    2 0
 DH0569
 DH0569.Superseded values are not recommended for survey control.
 DH0569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0569.See file dsdata.txt to determine how the superseded data were derived.
 DH0569
 DH0569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB882561(NAD 83)
 DH0569_MARKER: DB = BENCH MARK DISK
 DH0569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0569_STAMPING: B 272 1949
 DH0569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0569+STABILITY: SURFACE MOTION
 DH0569
 DH0569  HISTORY     - Date     Condition        Report By
 DH0569  HISTORY     - 1949     MONUMENTED       CGS
 DH0569  HISTORY     - 1982     MARK NOT FOUND   USGS
 DH0569
 DH0569                          STATION DESCRIPTION
 DH0569
 DH0569'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0569'1.75 MI S FROM GOOD WATER.
 DH0569'ABOUT 1.75 MILES SOUTH ALONG U.S. HIGHWAY 241 FROM THE JUNCTION OF
 DH0569'STATE HIGHWAY 9 AT GOODWATER, 145 FEET SOUTHEAST AND ACROSS THE
 DH0569'HIGHWAY FROM THE SOUTHEAST CORNER OF ALEXS PLACE, 131 FEET NORTH OF A
 DH0569'FENCE CORNER, 162 FEET NORTH OF TELEPHONE POLE NO. 11, 111 FEET SOUTH
 DH0569'OF TELEPHONE POLE NO. 12, 52 FEET EAST OF THE CENTER LINE OF THE
 DH0569'HIGHWAY, 26 FEET WEST OF THE NORTH END OF A 16-INCH PIPE CULVERT UNDER
 DH0569'DIM DRIVE NORTHEAST TO A STUCCO BUILDING, 6 FEET NORTHEAST OF A
 DH0569'HIGHWAY R/W MARKER POST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 DH0569'1 1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 DH0569'PROJECTING 3 INCHES.
 DH0569
 DH0569                          STATION RECOVERY (1982)
 DH0569
 DH0569'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 DH0569'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1327 ***********************************************************************
 CM1327  DESIGNATION -  B 273
 CM1327  PID         -  CM1327
 CM1327  STATE/COUNTY-  AL/TALLAPOOSA
 CM1327  USGS QUAD   -  OUR TOWN (1971)
 CM1327
 CM1327                         *CURRENT SURVEY CONTROL
 CM1327  ___________________________________________________________________
 CM1327* NAD 83(1986)-  32 49 38.     (N)    085 57 40.     (W)     SCALED    
 CM1327* NAVD 88     -       197.262  (meters)     647.18   (feet)  ADJUSTED  
 CM1327  ___________________________________________________________________
 CM1327  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM1327  DYNAMIC HT  -         197.031 (meters)     646.43  (feet)  COMP
 CM1327  MODELED GRAV-     979,464.5   (mgal)                       NAVD 88
 CM1327
 CM1327  VERT ORDER  -  SECOND    CLASS 0
 CM1327
 CM1327.The horizontal coordinates were scaled from a topographic map and have
 CM1327.an estimated accuracy of +/- 6 seconds.
 CM1327
 CM1327.The orthometric height was determined by differential leveling
 CM1327.and adjusted by the National Geodetic Survey in June 1991..
 CM1327
 CM1327.The geoid height was determined by GEOID03.
 CM1327
 CM1327.The dynamic height is computed by dividing the NAVD 88
 CM1327.geopotential number by the normal gravity value computed on the
 CM1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1327.degrees latitude (g = 980.6199 gals.).
 CM1327
 CM1327.The modeled gravity was interpolated from observed gravity values.
 CM1327
 CM1327;                    North         East    Units  Estimated Accuracy
 CM1327;SPC AL E     -   258,040.      188,040.      MT  (+/- 180 meters Scaled)
 CM1327
 CM1327                          SUPERSEDED SURVEY CONTROL
 CM1327
 CM1327  NGVD 29 (??/??/92)  197.237  (m)          647.10   (f) ADJ UNCH    2 0
 CM1327
 CM1327.Superseded values are not recommended for survey control.
 CM1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1327.See file dsdata.txt to determine how the superseded data were derived.
 CM1327
 CM1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB972326(NAD 83)
 CM1327_MARKER: DB = BENCH MARK DISK
 CM1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1327_STAMPING: B 273 1949
 CM1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1327+STABILITY: SURFACE MOTION
 CM1327
 CM1327  HISTORY     - Date     Condition        Report By
 CM1327  HISTORY     - 1949     MONUMENTED       CGS
 CM1327
 CM1327                          STATION DESCRIPTION
 CM1327
 CM1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CM1327'AT OUR TOWN.
 CM1327'AT OUR TOWN, ABOUT 120 YARDS SOUTH ALONG STATE HIGHWAY 63 FROM
 CM1327'THE CROSSROADS, 97 FEET WEST AND ACROSS THE HIGHWAY FROM THE
 CM1327'SOUTHWEST CORNER OF DANNERS GROCERY, 126 FEET NORTH-NORTHEAST OF
 CM1327'THE NORTHEAST CORNER OF A HOUSE, 45 FEET WEST OF THE CENTER LINE
 CM1327'OF THE HIGHWAY, 18 FEET SOUTH OF A TELEPHONE AND POWER POLE,
 CM1327'18 FEET NORTH OF A LONE OAK TREE, 1 1/2 FEET NORTHWEST OF A
 CM1327'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN
 CM1327'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1340 ***********************************************************************
 CM1340  DESIGNATION -  B 274
 CM1340  PID         -  CM1340
 CM1340  STATE/COUNTY-  AL/TALLAPOOSA
 CM1340  USGS QUAD   -  JACKSONS GAP (1971)
 CM1340
 CM1340                         *CURRENT SURVEY CONTROL
 CM1340  ___________________________________________________________________
 CM1340* NAD 83(1986)-  32 58 52.     (N)    085 51 57.     (W)     SCALED    
 CM1340* NAVD 88     -       186.475  (meters)     611.79   (feet)  ADJUSTED  
 CM1340  ___________________________________________________________________
 CM1340  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CM1340  DYNAMIC HT  -         186.258 (meters)     611.08  (feet)  COMP
 CM1340  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 CM1340
 CM1340  VERT ORDER  -  SECOND    CLASS 0
 CM1340
 CM1340.The horizontal coordinates were scaled from a topographic map and have
 CM1340.an estimated accuracy of +/- 6 seconds.
 CM1340
 CM1340.The orthometric height was determined by differential leveling
 CM1340.and adjusted by the National Geodetic Survey in June 1991..
 CM1340
 CM1340.The geoid height was determined by GEOID03.
 CM1340
 CM1340.The dynamic height is computed by dividing the NAVD 88
 CM1340.geopotential number by the normal gravity value computed on the
 CM1340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1340.degrees latitude (g = 980.6199 gals.).
 CM1340
 CM1340.The modeled gravity was interpolated from observed gravity values.
 CM1340
 CM1340;                    North         East    Units  Estimated Accuracy
 CM1340;SPC AL E     -   275,100.      196,960.      MT  (+/- 180 meters Scaled)
 CM1340
 CM1340                          SUPERSEDED SURVEY CONTROL
 CM1340
 CM1340  NGVD 29 (??/??/92)  186.449  (m)          611.71   (f) ADJ UNCH    2 0
 CM1340
 CM1340.Superseded values are not recommended for survey control.
 CM1340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1340.See file dsdata.txt to determine how the superseded data were derived.
 CM1340
 CM1340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB059497(NAD 83)
 CM1340_MARKER: DB = BENCH MARK DISK
 CM1340_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1340_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1340_STAMPING: B 274 1949
 CM1340_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1340+STABILITY: SURFACE MOTION
 CM1340
 CM1340  HISTORY     - Date     Condition        Report By
 CM1340  HISTORY     - 1949     MONUMENTED       CGS
 CM1340  HISTORY     - 20010227 MARK NOT FOUND   INDIV
 CM1340
 CM1340                          STATION DESCRIPTION
 CM1340
 CM1340'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CM1340'6.2 MI NE FROM ALEXANDER CITY.
 CM1340'ABOUT 6.2 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE POST
 CM1340'OFFICE AT ALEXANDER CITY, ABOUT 0.4 MILE SOUTHWEST OF A BRIDGE
 CM1340'OVER HILLABEE CREEK, AT A CHURCH AND SMALL CEMETERY ON SOUTHEAST
 CM1340'SIDE OF HIGHWAY, 119 FEET SOUTH AND ACROSS THE DRIVE TO CHURCH FROM
 CM1340'THE JUNCTION OF HIGHWAY AND DRIVE NORTHWEST TO A SMALL SCHOOL HOUSE,
 CM1340'89 FEET EAST OF THE JUNCTION OF THE DRIVE TO CHURCH AND HIGHWAY, 77
 CM1340'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 66 FEET WEST OF
 CM1340'THE NORTHWEST CORNER OF THE CHURCH, 34 FEET SOUTH-SOUTHEAST AND
 CM1340'ACROSS DRIVE TO CHURCH FROM A POWER POLE, 16 FEET SO THEAST OF THE
 CM1340'CENTER LINE OF THE DRIVE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 CM1340'WITNESS POST, 6 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 CM1340'CONCRETE POST PROJECTING 3 INCHES.
 CM1340
 CM1340                          STATION RECOVERY (2001)
 CM1340
 CM1340'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2001 (RLT)
 CM1340'NO EVIDENCE OF THIS MARK WAS FOUND IN THE LOCATION INDICATED BY THE
 CM1340'1949 STATION DESCRIPTION. THE AREA HAS BEEN GRADED FOR DRIVEWAY
 CM1340'CONSTUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0838 ***********************************************************************
 DH0838  DESIGNATION -  B 275
 DH0838  PID         -  DH0838
 DH0838  STATE/COUNTY-  AL/SHELBY
 DH0838  USGS QUAD   -  HELENA (1988)
 DH0838
 DH0838                         *CURRENT SURVEY CONTROL
 DH0838  ___________________________________________________________________
 DH0838* NAD 83(1986)-  33 16 22.     (N)    086 48 37.     (W)     SCALED    
 DH0838* NAVD 88     -       139.302  (meters)     457.03   (feet)  ADJUSTED  
 DH0838  ___________________________________________________________________
 DH0838  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0838  DYNAMIC HT  -         139.148 (meters)     456.52  (feet)  COMP
 DH0838  MODELED GRAV-     979,529.0   (mgal)                       NAVD 88
 DH0838
 DH0838  VERT ORDER  -  SECOND    CLASS 0
 DH0838
 DH0838.The horizontal coordinates were scaled from a topographic map and have
 DH0838.an estimated accuracy of +/- 6 seconds.
 DH0838
 DH0838.The orthometric height was determined by differential leveling
 DH0838.and adjusted by the National Geodetic Survey in June 1991..
 DH0838
 DH0838.The geoid height was determined by GEOID03.
 DH0838
 DH0838.The dynamic height is computed by dividing the NAVD 88
 DH0838.geopotential number by the normal gravity value computed on the
 DH0838.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0838.degrees latitude (g = 980.6199 gals.).
 DH0838
 DH0838.The modeled gravity was interpolated from observed gravity values.
 DH0838
 DH0838;                    North         East    Units  Estimated Accuracy
 DH0838;SPC AL W     -   363,080.      664,250.      MT  (+/- 180 meters Scaled)
 DH0838
 DH0838                          SUPERSEDED SURVEY CONTROL
 DH0838
 DH0838  NGVD 29 (??/??/92)  139.264  (m)          456.90   (f) ADJ UNCH    2 0
 DH0838
 DH0838.Superseded values are not recommended for survey control.
 DH0838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0838.See file dsdata.txt to determine how the superseded data were derived.
 DH0838
 DH0838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB176815(NAD 83)
 DH0838_MARKER: DB = BENCH MARK DISK
 DH0838_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0838_SP_SET: CULVERT
 DH0838_STAMPING: B 275 1948
 DH0838_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0838
 DH0838  HISTORY     - Date     Condition        Report By
 DH0838  HISTORY     - 1948     MONUMENTED       CGS
 DH0838
 DH0838                          STATION DESCRIPTION
 DH0838
 DH0838'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0838'0.75 MI S FROM PELHAM.
 DH0838'ABOUT 0.75 MILE SOUTH ALONG U.S. HIGHWAY 31 FROM THE HIGHWAY OVERPASS
 DH0838'OVER THE ATLANTIC COAST LINE RAILWAY, SET IN THE TOP OF THE NORTH END
 DH0838'OF THE EAST HEAD WALL OF A 5-FOOT CONCRETE CULVERT, 22 1/2 FEET EAST
 DH0838'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0813 ***********************************************************************
 DH0813  DESIGNATION -  B 276
 DH0813  PID         -  DH0813
 DH0813  STATE/COUNTY-  AL/SHELBY
 DH0813  USGS QUAD   -  ALABASTER (1980)
 DH0813
 DH0813                         *CURRENT SURVEY CONTROL
 DH0813  ___________________________________________________________________
 DH0813* NAD 83(1986)-  33 12 52.     (N)    086 48 04.     (W)     SCALED    
 DH0813* NAVD 88     -       161.254  (meters)     529.05   (feet)  ADJUSTED  
 DH0813  ___________________________________________________________________
 DH0813  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0813  DYNAMIC HT  -         161.074 (meters)     528.46  (feet)  COMP
 DH0813  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 DH0813
 DH0813  VERT ORDER  -  SECOND    CLASS 0
 DH0813
 DH0813.The horizontal coordinates were scaled from a topographic map and have
 DH0813.an estimated accuracy of +/- 6 seconds.
 DH0813
 DH0813.The orthometric height was determined by differential leveling
 DH0813.and adjusted by the National Geodetic Survey in June 1991..
 DH0813
 DH0813.The geoid height was determined by GEOID03.
 DH0813
 DH0813.The dynamic height is computed by dividing the NAVD 88
 DH0813.geopotential number by the normal gravity value computed on the
 DH0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0813.degrees latitude (g = 980.6199 gals.).
 DH0813
 DH0813.The modeled gravity was interpolated from observed gravity values.
 DH0813
 DH0813;                    North         East    Units  Estimated Accuracy
 DH0813;SPC AL W     -   356,610.      665,150.      MT  (+/- 180 meters Scaled)
 DH0813
 DH0813                          SUPERSEDED SURVEY CONTROL
 DH0813
 DH0813  NGVD 29 (??/??/92)  161.213  (m)          528.91   (f) ADJ UNCH    2 0
 DH0813
 DH0813.Superseded values are not recommended for survey control.
 DH0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0813.See file dsdata.txt to determine how the superseded data were derived.
 DH0813
 DH0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB185750(NAD 83)
 DH0813_MARKER: DB = BENCH MARK DISK
 DH0813_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0813_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0813_STAMPING: B 276 1948
 DH0813_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0813+STABILITY: SURFACE MOTION
 DH0813
 DH0813  HISTORY     - Date     Condition        Report By
 DH0813  HISTORY     - 1948     MONUMENTED       CGS
 DH0813
 DH0813                          STATION DESCRIPTION
 DH0813
 DH0813'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0813'1.0 MI W FROM SAGINAW.
 DH0813'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH0813'SAGINAW, THENCE ABOUT 0.6 MILE SOUTH AND WEST ALONG A ROAD FORDING A
 DH0813'SMALL STREAM AND LEADING TO MAYLENE, ABOUT 1.55 MILES EAST ALONG THE
 DH0813'GRAVEL ROAD FROM THE T JUNCTION OF A BLACK TOP ROAD AND THE
 DH0813'ELLIOTSVILLE CHURCH AND CEMETERY, AT THE CROSSING OF THE LOUISVILLE
 DH0813'AND NASHVILLE RAILROAD TRACKS (SILURIA SPUR TRACK), 39 FEET SOUTH OF
 DH0813'THE SOUTH RAIL, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 28 1/2
 DH0813'FEET SOUTHWEST OF THE CROSSING SIGN, 22 FEET NORTH OF THE CENTER LINE
 DH0813'OF A ROAD PARALLELING THE TRACK, 55 FEET EAST OF A TELEPHONE POLE,
 DH0813'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 DH0813'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0892 ***********************************************************************
 DH0892  DESIGNATION -  B 277
 DH0892  PID         -  DH0892
 DH0892  STATE/COUNTY-  AL/SHELBY
 DH0892  USGS QUAD   -  BOUNDS LAKE (1980)
 DH0892
 DH0892                         *CURRENT SURVEY CONTROL
 DH0892  ___________________________________________________________________
 DH0892* NAD 83(1986)-  33 09 56.     (N)    086 37 46.     (W)     SCALED    
 DH0892* NAVD 88     -       161.940  (meters)     531.30   (feet)  ADJUSTED  
 DH0892  ___________________________________________________________________
 DH0892  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0892  DYNAMIC HT  -         161.758 (meters)     530.70  (feet)  COMP
 DH0892  MODELED GRAV-     979,512.9   (mgal)                       NAVD 88
 DH0892
 DH0892  VERT ORDER  -  SECOND    CLASS 0
 DH0892
 DH0892.The horizontal coordinates were scaled from a topographic map and have
 DH0892.an estimated accuracy of +/- 6 seconds.
 DH0892
 DH0892.The orthometric height was determined by differential leveling
 DH0892.and adjusted by the National Geodetic Survey in June 1991..
 DH0892
 DH0892.The geoid height was determined by GEOID03.
 DH0892
 DH0892.The dynamic height is computed by dividing the NAVD 88
 DH0892.geopotential number by the normal gravity value computed on the
 DH0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0892.degrees latitude (g = 980.6199 gals.).
 DH0892
 DH0892.The modeled gravity was interpolated from observed gravity values.
 DH0892
 DH0892;                    North         East    Units  Estimated Accuracy
 DH0892;SPC AL W     -   351,310.      681,200.      MT  (+/- 180 meters Scaled)
 DH0892
 DH0892                          SUPERSEDED SURVEY CONTROL
 DH0892
 DH0892  NGVD 29 (??/??/92)  161.890  (m)          531.13   (f) ADJ UNCH    2 0
 DH0892
 DH0892.Superseded values are not recommended for survey control.
 DH0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0892.See file dsdata.txt to determine how the superseded data were derived.
 DH0892
 DH0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB345697(NAD 83)
 DH0892_MARKER: DB = BENCH MARK DISK
 DH0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0892_STAMPING: B 277 1949
 DH0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0892+STABILITY: SURFACE MOTION
 DH0892
 DH0892  HISTORY     - Date     Condition        Report By
 DH0892  HISTORY     - 1949     MONUMENTED       CGS
 DH0892  HISTORY     - 1974     MARK NOT FOUND   USGS
 DH0892
 DH0892                          STATION DESCRIPTION
 DH0892
 DH0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0892'1.75 MI SW FROM COLUMBIANA.
 DH0892'ABOUT 1.75 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0892'AT COLUMBIANA, ON THE OUTSIDE OF A CURVE WITH TANGENTS EAST-NORTHEAST
 DH0892'AND SOUTHWEST, ABOUT 1.0 MILE NORTHEAST OF A CONCRETE BRIDGE OVER
 DH0892'WAXAHATCHEE CREEK, AT THE JUNCTION OF A ROAD LEADING NORTHWEST, 50
 DH0892'FEET NORHTWEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET SOUTHWEST OF
 DH0892'THE CENTER LINE OF THE ROAD NORTHWEST, 70.5 FEET WEST OF THE SOUTHWEST
 DH0892'END OF THE NORTHWEST HEAD WALL OF A 30-INCH PIPE CULVERT, 15 FEET
 DH0892'SOUTHWEST OF THE NORTHEAST END OF A 9-FOOT CUT, 2 FEET NORTH OF A
 DH0892'WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE HIGHWAY AND SET IN THE
 DH0892'TOP OF A CONCRETE POST PROJECTING 5 INCHES. NOTE-- NEW HIGHWAY
 DH0892'CONSTRUCTION AT THIS POINT.  CURVE TAKEN OUT.
 DH0892
 DH0892                          STATION RECOVERY (1974)
 DH0892
 DH0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DH0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0871 ***********************************************************************
 DH0871  DESIGNATION -  B 278
 DH0871  PID         -  DH0871
 DH0871  STATE/COUNTY-  AL/SHELBY
 DH0871  USGS QUAD   -  WESTOVER (1982)
 DH0871
 DH0871                         *CURRENT SURVEY CONTROL
 DH0871  ___________________________________________________________________
 DH0871* NAD 83(1986)-  33 16 19.     (N)    086 34 51.     (W)     SCALED    
 DH0871* NAVD 88     -       167.963  (meters)     551.06   (feet)  ADJUSTED  
 DH0871  ___________________________________________________________________
 DH0871  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH0871  DYNAMIC HT  -         167.776 (meters)     550.45  (feet)  COMP
 DH0871  MODELED GRAV-     979,523.4   (mgal)                       NAVD 88
 DH0871
 DH0871  VERT ORDER  -  SECOND    CLASS 0
 DH0871
 DH0871.The horizontal coordinates were scaled from a topographic map and have
 DH0871.an estimated accuracy of +/- 6 seconds.
 DH0871
 DH0871.The orthometric height was determined by differential leveling
 DH0871.and adjusted by the National Geodetic Survey in June 1991..
 DH0871
 DH0871.The geoid height was determined by GEOID03.
 DH0871
 DH0871.The dynamic height is computed by dividing the NAVD 88
 DH0871.geopotential number by the normal gravity value computed on the
 DH0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0871.degrees latitude (g = 980.6199 gals.).
 DH0871
 DH0871.The modeled gravity was interpolated from observed gravity values.
 DH0871
 DH0871;                    North         East    Units  Estimated Accuracy
 DH0871;SPC AL W     -   363,150.      685,630.      MT  (+/- 180 meters Scaled)
 DH0871
 DH0871                          SUPERSEDED SURVEY CONTROL
 DH0871
 DH0871  NGVD 29 (??/??/92)  167.905  (m)          550.87   (f) ADJ UNCH    2 0
 DH0871
 DH0871.Superseded values are not recommended for survey control.
 DH0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0871.See file dsdata.txt to determine how the superseded data were derived.
 DH0871
 DH0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB390815(NAD 83)
 DH0871_MARKER: DB = BENCH MARK DISK
 DH0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0871_STAMPING: B 278 1949
 DH0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0871+STABILITY: SURFACE MOTION
 DH0871
 DH0871  HISTORY     - Date     Condition        Report By
 DH0871  HISTORY     - 1949     MONUMENTED       CGS
 DH0871
 DH0871                          STATION DESCRIPTION
 DH0871
 DH0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0871'9.35 MI N FROM COLUMBIANA.
 DH0871'ABOUT 4.35 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0871'AT COLUMBIANA, THENCE ABOUT 2.2 MILES NORTH ALONG A GRAVEL ROAD VIA
 DH0871'BLUE SPRINGS CHURCH, THENCE ABOUT 0.95 MILE WEST ALONG A GRAVEL ROAD,
 DH0871'THENCE ABOUT 1.85 MILES NORTH AND NORTHWEST ALONG A GRAVEL ROAD VIA
 DH0871'FLORENCE CHURCH, ABOUT 0.4 MILE NORTHWEST OF FLORENCE CHURCH AND THE
 DH0871'JUNCTION OF A ROAD WEST, ABOUT 0.25 MILE SOUTHEAST OF THE JUNCTION OF
 DH0871'A ROAD NORTH, AT THE JUNCTION OF A DIM ROAD SOUTH AND DOWNHILL TO A
 DH0871'FARM, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE MAIN ROAD, 22 FEET
 DH0871'WEST OF THE CENTER LINE OF THE FARM ROAD SOUTH, 2 FEET WEST OF A WHITE
 DH0871'WOODEN WITNESS POST, ABOUT LEVEL WITH THE MAIN ROAD AND SET IN THE TOP
 DH0871'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0910 ***********************************************************************
 DH0910  DESIGNATION -  B 279
 DH0910  PID         -  DH0910
 DH0910  STATE/COUNTY-  AL/SHELBY
 DH0910  USGS QUAD   -  COLUMBIANA (1980)
 DH0910
 DH0910                         *CURRENT SURVEY CONTROL
 DH0910  ___________________________________________________________________
 DH0910* NAD 83(1986)-  33 08 49.     (N)    086 35 35.     (W)     SCALED    
 DH0910* NAVD 88     -       172.870  (meters)     567.16   (feet)  ADJUSTED  
 DH0910  ___________________________________________________________________
 DH0910  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0910  DYNAMIC HT  -         172.676 (meters)     566.52  (feet)  COMP
 DH0910  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 DH0910
 DH0910  VERT ORDER  -  SECOND    CLASS 0
 DH0910
 DH0910.The horizontal coordinates were scaled from a topographic map and have
 DH0910.an estimated accuracy of +/- 6 seconds.
 DH0910
 DH0910.The orthometric height was determined by differential leveling
 DH0910.and adjusted by the National Geodetic Survey in June 1991..
 DH0910
 DH0910.The geoid height was determined by GEOID03.
 DH0910
 DH0910.The dynamic height is computed by dividing the NAVD 88
 DH0910.geopotential number by the normal gravity value computed on the
 DH0910.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0910.degrees latitude (g = 980.6199 gals.).
 DH0910
 DH0910.The modeled gravity was interpolated from observed gravity values.
 DH0910
 DH0910;                    North         East    Units  Estimated Accuracy
 DH0910;SPC AL W     -   349,280.      684,610.      MT  (+/- 180 meters Scaled)
 DH0910
 DH0910                          SUPERSEDED SURVEY CONTROL
 DH0910
 DH0910  NGVD 29 (??/??/92)  172.821  (m)          567.00   (f) ADJ UNCH    2 0
 DH0910
 DH0910.Superseded values are not recommended for survey control.
 DH0910.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0910.See file dsdata.txt to determine how the superseded data were derived.
 DH0910
 DH0910_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB379676(NAD 83)
 DH0910_MARKER: DB = BENCH MARK DISK
 DH0910_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0910_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0910_STAMPING: B 279 1949
 DH0910_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0910+STABILITY: SURFACE MOTION
 DH0910
 DH0910  HISTORY     - Date     Condition        Report By
 DH0910  HISTORY     - 1949     MONUMENTED       CGS
 DH0910  HISTORY     - 1974     MARK NOT FOUND   USGS
 DH0910
 DH0910                          STATION DESCRIPTION
 DH0910
 DH0910'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0910'2.2 MI S FROM COLUMBIANA.
 DH0910'ABOUT 2.2 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO SHELBY FROM THE
 DH0910'WATER TOWER AT COLUMBIANA, AT THE SHELBY COUNTY TRAINING SCHOOL FOR
 DH0910'COLORED AND THE HILLSDALE CHURCH, 38 FEET SOUTHWEST OF THE CENTER LINE
 DH0910'OF THE GRAVEL ROAD, 35 FEET EAST OF THE CENTER LINE OF THE DRIVE TO
 DH0910'THE CHURCH, 138 FEET EAST OF THE SOUTHEAST CORNER OF THE SCHOOL
 DH0910'BUILDING, 23 FEET EAST OF A 16-INCH PINE TREE, 198.5 FEET NORTHEAST OF
 DH0910'THE NORTHEAST CORNER OF THE CHURCH BUILDING, 2 FEET SOUTHEAST OF A
 DH0910'WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN THE
 DH0910'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DH0910
 DH0910                          STATION RECOVERY (1974)
 DH0910
 DH0910'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DH0910'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1142 ***********************************************************************
 CN1142  DESIGNATION -  B 281
 CN1142  PID         -  CN1142
 CN1142  STATE/COUNTY-  AL/BIBB
 CN1142  USGS QUAD   -  RANDOLPH (1983)
 CN1142
 CN1142                         *CURRENT SURVEY CONTROL
 CN1142  ___________________________________________________________________
 CN1142* NAD 83(1986)-  32 58 33.     (N)    086 54 08.     (W)     SCALED    
 CN1142* NAVD 88     -       137.177  (meters)     450.05   (feet)  ADJUSTED  
 CN1142  ___________________________________________________________________
 CN1142  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN1142  DYNAMIC HT  -         137.021 (meters)     449.54  (feet)  COMP
 CN1142  MODELED GRAV-     979,501.2   (mgal)                       NAVD 88
 CN1142
 CN1142  VERT ORDER  -  SECOND    CLASS 0
 CN1142
 CN1142.The horizontal coordinates were scaled from a topographic map and have
 CN1142.an estimated accuracy of +/- 6 seconds.
 CN1142
 CN1142.The orthometric height was determined by differential leveling
 CN1142.and adjusted by the National Geodetic Survey in June 1991..
 CN1142
 CN1142.The geoid height was determined by GEOID03.
 CN1142
 CN1142.The dynamic height is computed by dividing the NAVD 88
 CN1142.geopotential number by the normal gravity value computed on the
 CN1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1142.degrees latitude (g = 980.6199 gals.).
 CN1142
 CN1142.The modeled gravity was interpolated from observed gravity values.
 CN1142
 CN1142;                    North         East    Units  Estimated Accuracy
 CN1142;SPC AL W     -   330,090.      655,880.      MT  (+/- 180 meters Scaled)
 CN1142
 CN1142                          SUPERSEDED SURVEY CONTROL
 CN1142
 CN1142  NGVD 29 (??/??/92)  137.143  (m)          449.94   (f) ADJ UNCH    2 0
 CN1142
 CN1142.Superseded values are not recommended for survey control.
 CN1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1142.See file dsdata.txt to determine how the superseded data were derived.
 CN1142
 CN1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB091486(NAD 83)
 CN1142_MARKER: DB = BENCH MARK DISK
 CN1142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1142_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1142_STAMPING: B 281 1949
 CN1142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1142+STABILITY: SURFACE MOTION
 CN1142
 CN1142  HISTORY     - Date     Condition        Report By
 CN1142  HISTORY     - 1949     MONUMENTED       CGS
 CN1142  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1142
 CN1142                          STATION DESCRIPTION
 CN1142
 CN1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1142'1.0 MI S FROM OAKLEY.
 CN1142'ABOUT 1.0 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1142'OAKLEY, ABOUT 0.35 MILE SOUTH OF MILE POST 147, 70 YARDS NORTHWEST OF
 CN1142'A WOODS TRAIL CROSSING, 86 FEET WEST OF THE WEST RAIL, 99.5 FEET WEST
 CN1142'AND ACROSS THE TRACK FROM A SIGN STATION ONE MILE, 8 FEET SOUTH OF
 CN1142'TELEPHONE POLE NO. 1277, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 CN1142'3 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CN1142'PROJECTING 5 INCHES.
 CN1142
 CN1142                          STATION RECOVERY (1971)
 CN1142
 CN1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1142'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0414 ***********************************************************************
 DH0414  FBN         -  This is a Federal Base Network Control Station.
 DH0414  DESIGNATION -  B 282
 DH0414  PID         -  DH0414
 DH0414  STATE/COUNTY-  AL/COOSA
 DH0414  USGS QUAD   -  WEOGUFKA (1979)
 DH0414
 DH0414                         *CURRENT SURVEY CONTROL
 DH0414  ___________________________________________________________________
 DH0414* NAD 83(1992)-  33 03 31.80022(N)    086 15 27.12958(W)     ADJUSTED  
 DH0414* NAVD 88     -       210.840  (meters)     691.73   (feet)  ADJUSTED  
 DH0414  ___________________________________________________________________
 DH0414  X           -     349,274.458 (meters)                     COMP
 DH0414  Y           -  -5,339,659.639 (meters)                     COMP
 DH0414  Z           -   3,459,528.297 (meters)                     COMP
 DH0414  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 DH0414  ELLIP HEIGHT-         181.90  (meters)          (08/29/05) GPS OBS
 DH0414  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH0414  DYNAMIC HT  -         210.599 (meters)     690.94  (feet)  COMP
 DH0414  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 DH0414
 DH0414  HORZ ORDER  -  A
 DH0414  VERT ORDER  -  SECOND    CLASS 0
 DH0414  ELLP ORDER  -  FOURTH    CLASS I
 DH0414
 DH0414.The horizontal coordinates were established by GPS observations
 DH0414.and adjusted by the National Geodetic Survey in June 2002..
 DH0414
 DH0414.The orthometric height was determined by differential leveling
 DH0414.and adjusted by the National Geodetic Survey in June 1991..
 DH0414
 DH0414.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH0414
 DH0414.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH0414
 DH0414.The ellipsoidal height was determined by GPS observations
 DH0414.and is referenced to NAD 83.
 DH0414
 DH0414.The geoid height was determined by GEOID03.
 DH0414
 DH0414.The dynamic height is computed by dividing the NAVD 88
 DH0414.geopotential number by the normal gravity value computed on the
 DH0414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0414.degrees latitude (g = 980.6199 gals.).
 DH0414
 DH0414.The modeled gravity was interpolated from observed gravity values.
 DH0414
 DH0414;                    North         East     Units Scale Factor Converg.
 DH0414;SPC AL E     -   283,799.876   160,384.666   MT  0.99997934   -0 13 53.1
 DH0414;UTM  16      - 3,658,054.238   569,312.617   MT  0.99965923   +0 24 18.1
 DH0414
 DH0414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH0414!SPC AL E     -   0.99997144  x   0.99997934  =   0.99995078
 DH0414!UTM  16      -   0.99997144  x   0.99965923  =   0.99963068
 DH0414
 DH0414                          SUPERSEDED SURVEY CONTROL
 DH0414
 DH0414  ELLIP H (06/19/02)  181.86   (m)                       GP(       ) 4 1
 DH0414  NAD 83(1992)-  33 03 31.80011(N)    086 15 27.12953(W) AD(       ) A
 DH0414  ELLIP H (08/31/99)  181.90   (m)                       GP(       ) 3 1
 DH0414  NAD 83(1992)-  33 03 31.80149(N)    086 15 27.13162(W) AD(       ) 1
 DH0414  ELLIP H (12/04/92)  181.82   (m)                       GP(       ) 4 1
 DH0414  NAD 83(1992)-  33 03 31.80923(N)    086 15 27.13407(W) AD(       ) 1
 DH0414  NAVD 88 (09/27/93)  210.84   (m)          691.7    (f) LEVELING    3  
 DH0414  NGVD 29 (??/??/92)  210.784  (m)          691.55   (f) ADJ UNCH    2 0
 DH0414
 DH0414.Superseded values are not recommended for survey control.
 DH0414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0414.See file dsdata.txt to determine how the superseded data were derived.
 DH0414
 DH0414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6931358054(NAD 83)
 DH0414_MARKER: DB = BENCH MARK DISK
 DH0414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0414_SP_SET: CONCRETE POST
 DH0414_STAMPING: B 282 1949
 DH0414_MARK LOGO: CGS   
 DH0414_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH0414_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0414+STABILITY: SURFACE MOTION
 DH0414_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH0414+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DH0414
 DH0414  HISTORY     - Date     Condition        Report By
 DH0414  HISTORY     - 1949     MONUMENTED       CGS
 DH0414  HISTORY     - 19910129 GOOD             ALHD
 DH0414  HISTORY     - 19920402 GOOD             ALHD
 DH0414  HISTORY     - 19980120 GOOD             NGS
 DH0414  HISTORY     - 20040622 GOOD             MAPTEC
 DH0414
 DH0414                          STATION DESCRIPTION
 DH0414
 DH0414'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0414'0.85 MI SW FROM STEWARTVILLE.
 DH0414'ABOUT 0.85 MILE SOUTHWEST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 DH0414'STEWARTVILLE, ABOUT 0.45 MILE NORTHEAST OF THE JUNCTION OF A ROAD
 DH0414'SOUTHEAST, AT THE JUNCTION OF A SIDE ROAD EAST, 390 FEET NORTHEAST OF
 DH0414'THE NORTH CORNER OF A 30-FOOT CONCRETE BRIDGE, 61 FEET SOUTH OF THE
 DH0414'SOUTH CORNER OF A 1-STORY FARM HOUSE, 34 FEET NORTHWEST OF THE CENTER
 DH0414'LINE OF THE ROAD, 11 FEET SOUTHWEST OF A POWER POLE, 17 FEET NORTH OF
 DH0414'THE PROLONGED CENTER LINE OF THE ROAD EAST, 2 FEET SOUTHWEST OF A
 DH0414'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 DH0414'A CONCRETE POST PROJECTING 2 INCHES.
 DH0414
 DH0414                          STATION RECOVERY (1991)
 DH0414
 DH0414'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 DH0414'THE STATION IS LOCATED IN COOSA COUNTY ON THE NORTHWEST RIGHT OF WAY
 DH0414'OF COOSA COUNTY ROAD NO. 41, ABOUT 7.85 MI (12.63 KM) SOUTH OF
 DH0414'SYLACAUGA AND ABOUT 11.85 MI (19.07 KM) NORTH-NORTHWEST OF ROCKFORD.
 DH0414'TO REACH THE STATION FROM THE U. S. 280 OVERPASS OVER U. S. 231, ALA
 DH0414'21, AND ALA 53 (MILE POST 209.50 ON U. S. 231) IN SYLACAUGA, DRIVE
 DH0414'SOUTH ON U. S. 231, ALA 21, AND ALA 53 FOR 4.65 MI (7.48 KM) TO MILE
 DH0414'POST 204.85 AND A PAVED CROSS ROAD WITH COOSA COUNTY ROAD NO. 41 LEFT
 DH0414'AND RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 41 AND DRIVE WEST FOR
 DH0414'0.20 MI (0.32 KM) TO A T-INTERSECTION WITH COOSA COUNTY ROAD NO. 41
 DH0414'ON THE LEFT AND A PAVED COUNTY ROAD ON THE RIGHT, TURN LEFT ON COOSA
 DH0414'COUNTY ROAD NO. 41 AND DRIVE SOUTHWEST FOR 1.45 MI (2.33 KM) TO A
 DH0414'PAVED COUNTY ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DH0414'THE STATION IS LOCATED IN THE FRONT YARD OF A YELLOW FRAME HOUSE, 10.8
 DH0414'FT (3.3 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 27, 11.7 FT
 DH0414'(3.6 M) SOUTHWEST OF A TRANSFORMER POWER POLE, 19.5 FT (5.9 M) NORTH
 DH0414'OF THE NORTHEAST END OF A SIX-INCH STEEL PIPE UNDER A DRIVEWAY, 19.5
 DH0414'FT (5.9 M) NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, AND 36.0 FT
 DH0414'(11.0 M) NORTHWEST OF THE CENTER OF COOSA COUNTY ROAD NO. 41.
 DH0414'ELEVATION 691.547 FEET OR 210.784 METERS.
 DH0414'STATION 19 7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH0414'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DH0414'MR. DEXTER WILSON
 DH0414'STAR ROUTE, BOX 32
 DH0414'WEOGUFKA, ALABAMA 35183
 DH0414'PHONE 205-249-3243.
 DH0414
 DH0414                          STATION RECOVERY (1992)
 DH0414
 DH0414'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH0414'THE STATION IS LOCATED IN COOSA COUNTY ON THE NORTHWEST RIGHT OF WAY
 DH0414'OF COOSA COUNTY ROAD NO. 41, ABOUT 7.85 MI (12.63 KM) SOUTH OF
 DH0414'SYLACAUGA AND ABOUT 11.85 MI (19.07 KM) NORTH-NORTHWEST OF ROCKFORD.
 DH0414'TO REACH THE STATION FROM THE U.S. 280 OVERPASS OVER U.S. 231, ALA 21,
 DH0414'AND ALA 53 (MILE POST 209.50 ON U. S. 231) IN SYLACAUGA, DRIVE SOUTH
 DH0414'ON U.S. 231, ALA 21, AND ALA 53 FOR 4.65 MI (7.48 KM) TO MILE POST
 DH0414'204.85 AND A PAVED CROSS ROAD WITH COOSA COUNTY ROAD NO. 41 LEFT AND
 DH0414'RIGHT, TURN RIGHT ON COOSA COUNTY ROAD NO. 41 AND DRIVE WEST FOR 0.20
 DH0414'MI (0.32 KM) TO A T-INTERSECTION WITH COOSA COUNTY ROAD NO. 41 ON THE
 DH0414'LEFT AND A PAVED COUNTY ROAD ON THE RIGHT, TURN LEFT ON COOSA COUNTY
 DH0414'ROAD NO. 41 AND DRIVE SOUTHWEST FOR 1.45 MI (2.33 KM) TO A PAVED
 DH0414'COUNTY ROAD ON THE LEFT AND THE STATION ON THE RIGHT.
 DH0414'THE STATION IS LOCATED IN THE FRONT YARD OF A YELLOW FRAME HOUSE, 10.8
 DH0414'FT (3.3 M) SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. P 27, 11.7 FT
 DH0414'(3.6 M) SOUTHWEST OF A TRANSFORMER POWER POLE, 19.5 FT (5.9 M) NORTH
 DH0414'OF THE NORTHEAST END OF A SIX-INCH STEEL PIPE UNDER A DRIVEWAY, 19.5
 DH0414'FT (5.9 M) NORTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, AND 36.0 FT
 DH0414'(11.0 M) NORTHWEST OF THE CENTER OF COOSA COUNTY ROAD NO. 41.
 DH0414'ELEVATION 691.547 FEET (210.784 M) OR 210.784 METERS.
 DH0414'STATION 19-7 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DH0414'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 DH0414'MR. DEXTER WILSON, STAR ROUTE, BOX 32, WEOGUFKA, ALABAMA 35183, PHONE
 DH0414'205-249-3243.
 DH0414
 DH0414                          STATION RECOVERY (1998)
 DH0414
 DH0414'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 DH0414'RECOVERED AS DESCRIBED.
 DH0414
 DH0414                          STATION RECOVERY (2004)
 DH0414
 DH0414'RECOVERY NOTE BY MAPTECH INCORPORATED 2004 (MAC)
 DH0414'TO REACH THE STATION FROM THE INTERSECTION OF US 231 AND CR 41, TRAVEL
 DH0414'1.8 MILES SW ALONG  CR 41 TO THE MARK ON THE RIGHT, PROJECTING 3
 DH0414'INCHES AND VISIBLE FROM VEHICLE.
 DH0414' 
 DH0414'STATION IS IN FRONT OF A GRAY-BLUE HOUSE WITH PURPLE TRIM AND
 DH0414'SHUTTERS, 68 FT ON 290 AZ  FROM A SOUTH CENTRAL BELL TELEPHONE
 DH0414'PEDESTAL, 35 FT FROM CENTERLINE OF CR 41, 20 FT FROM  CENTERLINE OF
 DH0414'OLD DRIVE AT OVERHEAD POWERLINE, 15 FT FROM POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1313 ***********************************************************************
 CN1313  DESIGNATION -  B 283 RESET
 CN1313  PID         -  CN1313
 CN1313  STATE/COUNTY-  AL/COOSA
 CN1313  USGS QUAD   -  MITCHELL DAM NW (1971)
 CN1313
 CN1313                         *CURRENT SURVEY CONTROL
 CN1313  ___________________________________________________________________
 CN1313* NAD 83(1986)-  32 57 54.     (N)    086 28 50.     (W)     SCALED    
 CN1313* NAVD 88     -       157.23   (meters)     515.8    (feet)  RESET     
 CN1313  ___________________________________________________________________
 CN1313  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CN1313
 CN1313  VERT ORDER  -  THIRD
 CN1313
 CN1313.The horizontal coordinates were scaled from a topographic map and have
 CN1313.an estimated accuracy of +/- 6 seconds.
 CN1313
 CN1313.The orthometric height was computed from unverified reset data.
 CN1313
 CN1313.The geoid height was determined by GEOID03.
 CN1313
 CN1313;                    North         East    Units  Estimated Accuracy
 CN1313;SPC AL E     -   273,500.      139,490.      MT  (+/- 180 meters Scaled)
 CN1313
 CN1313                          SUPERSEDED SURVEY CONTROL
 CN1313
 CN1313.No superseded survey control is available for this station.
 CN1313
 CN1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB485475(NAD 83)
 CN1313_MARKER: DB = BENCH MARK DISK
 CN1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1313_STAMPING: B 283 RESET 1964
 CN1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1313+STABILITY: SURFACE MOTION
 CN1313
 CN1313  HISTORY     - Date     Condition        Report By
 CN1313  HISTORY     - 1964     MONUMENTED       CGS
 CN1313
 CN1313                          STATION DESCRIPTION
 CN1313
 CN1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CN1313'13.25 MI SW FROM WEOGUFKA.
 CN1313'ABOUT 3.25 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 CN1313'CROSSROADS AT WEOGUFKA THENCE ABOUT 8.4 MILES SOUTHWEST ALONG A GRAVEL
 CN1313'ROAD, THENCE ABOUT 1.6 MILES NORTHWEST ALONG A ROAD LEADING TO LAY DAM
 CN1313'AND MIMS FERRY, AT THE JUNCTION OF A ROAD NORTHWEST TO CAMP RILEY AND
 CN1313'LITTLE TOM, IN THE NORTHEAST ANGLE OF THE JUNCTION OF A ROAD LEADING
 CN1313'NORTH TO RILEY CAMP, ABOUT 150 FEET EAST OF THE CENTER OF THE ROAD
 CN1313'LEADING NORTH, 45 FEET NORTH OF THE CENTER OF THE COUNTY ROAD, 10 FEET
 CN1313'SOUTH OF A 12-INCH RED OAK TREE, AND 1 FOOT NORTH OF A METAL WITNESS
 CN1313'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 CN1313'PROJECTING 4 INCHES.  IT IS STAMPED B 283 RESET 1964. NOTE-- 0.3 MILE
 CN1313'EAST OF THE LAY DAM ACROSS THE COOSA RIVER, ALONG A TRAIL, THENCE 2.0
 CN1313'MILES NORTHEAST ALONG A COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1251 ***********************************************************************
 CN1251  DESIGNATION -  B 284
 CN1251  PID         -  CN1251
 CN1251  STATE/COUNTY-  AL/CHILTON
 CN1251  USGS QUAD   -  JEMISON EAST (1983)
 CN1251
 CN1251                         *CURRENT SURVEY CONTROL
 CN1251  ___________________________________________________________________
 CN1251* NAD 83(1986)-  32 57 37.     (N)    086 44 39.     (W)     SCALED    
 CN1251* NAVD 88     -       213.178  (meters)     699.40   (feet)  ADJUSTED  
 CN1251  ___________________________________________________________________
 CN1251  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CN1251  DYNAMIC HT  -         212.933 (meters)     698.60  (feet)  COMP
 CN1251  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 CN1251
 CN1251  VERT ORDER  -  SECOND    CLASS 0
 CN1251
 CN1251.The horizontal coordinates were scaled from a topographic map and have
 CN1251.an estimated accuracy of +/- 6 seconds.
 CN1251
 CN1251.The orthometric height was determined by differential leveling
 CN1251.and adjusted by the National Geodetic Survey in June 1991..
 CN1251
 CN1251.The geoid height was determined by GEOID03.
 CN1251
 CN1251.The dynamic height is computed by dividing the NAVD 88
 CN1251.geopotential number by the normal gravity value computed on the
 CN1251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1251.degrees latitude (g = 980.6199 gals.).
 CN1251
 CN1251.The modeled gravity was interpolated from observed gravity values.
 CN1251
 CN1251;                    North         East    Units  Estimated Accuracy
 CN1251;SPC AL W     -   328,460.      670,660.      MT  (+/- 180 meters Scaled)
 CN1251
 CN1251                          SUPERSEDED SURVEY CONTROL
 CN1251
 CN1251  NGVD 29 (??/??/92)  213.131  (m)          699.25   (f) ADJ UNCH    2 0
 CN1251
 CN1251.Superseded values are not recommended for survey control.
 CN1251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1251.See file dsdata.txt to determine how the superseded data were derived.
 CN1251
 CN1251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB239469(NAD 83)
 CN1251_MARKER: DB = BENCH MARK DISK
 CN1251_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1251_SP_SET: CULVERT
 CN1251_STAMPING: B 284 1949
 CN1251_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1251
 CN1251  HISTORY     - Date     Condition        Report By
 CN1251  HISTORY     - 1949     MONUMENTED       CGS
 CN1251  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1251
 CN1251                          STATION DESCRIPTION
 CN1251
 CN1251'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1251'0.35 MI SE FROM JEMISON.
 CN1251'AT JEMISON, ABOUT 0.35 MILE SOUTHEAST ALONG U.S. HIGHWAY 31 FROM THE
 CN1251'HIGH SCHOOL AT JENISON, 85 YARDS SOUTHEAST OF THE JUNCTION OF A BLACK
 CN1251'TOP STREET LEADING SOUTHWEST, AT THE OUTSIDE OF A CURVE IN THE HIGHWAY
 CN1251'WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, 37 FEET NORTHEAST OF THE
 CN1251'CENTER LINE OF THE HIGHWAY AND SET IN THE TOP OF THE NORTHWEST END OF
 CN1251'THE NORTHEAST HEAD WALL OF AN 8-FOOT CONCRETE CULVERT, AND ABOUT 4.5
 CN1251'FEET BELOW THE HIGHWAY.
 CN1251
 CN1251                          STATION RECOVERY (1971)
 CN1251
 CN1251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0374 ***********************************************************************
 DH0374  DESIGNATION -  B 285
 DH0374  PID         -  DH0374
 DH0374  STATE/COUNTY-  AL/SHELBY
 DH0374  USGS QUAD   -  HARPERSVILLE (1972)
 DH0374
 DH0374                         *CURRENT SURVEY CONTROL
 DH0374  ___________________________________________________________________
 DH0374* NAD 83(1986)-  33 18 01.     (N)    086 23 17.     (W)     SCALED    
 DH0374* NAVD 88     -       126.684  (meters)     415.63   (feet)  ADJUSTED  
 DH0374  ___________________________________________________________________
 DH0374  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0374  DYNAMIC HT  -         126.545 (meters)     415.17  (feet)  COMP
 DH0374  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 DH0374
 DH0374  VERT ORDER  -  SECOND    CLASS 0
 DH0374
 DH0374.The horizontal coordinates were scaled from a topographic map and have
 DH0374.an estimated accuracy of +/- 6 seconds.
 DH0374
 DH0374.The orthometric height was determined by differential leveling
 DH0374.and adjusted by the National Geodetic Survey in June 1991..
 DH0374
 DH0374.The geoid height was determined by GEOID03.
 DH0374
 DH0374.The dynamic height is computed by dividing the NAVD 88
 DH0374.geopotential number by the normal gravity value computed on the
 DH0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0374.degrees latitude (g = 980.6199 gals.).
 DH0374
 DH0374.The modeled gravity was interpolated from observed gravity values.
 DH0374
 DH0374;                    North         East    Units  Estimated Accuracy
 DH0374;SPC AL W     -   366,470.      703,560.      MT  (+/- 180 meters Scaled)
 DH0374
 DH0374                          SUPERSEDED SURVEY CONTROL
 DH0374
 DH0374  NGVD 29 (??/??/92)  126.649  (m)          415.51   (f) ADJ UNCH    2 0
 DH0374
 DH0374.Superseded values are not recommended for survey control.
 DH0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0374.See file dsdata.txt to determine how the superseded data were derived.
 DH0374
 DH0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB569847(NAD 83)
 DH0374_MARKER: DB = BENCH MARK DISK
 DH0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0374_STAMPING: B 285 1949
 DH0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0374+STABILITY: SURFACE MOTION
 DH0374
 DH0374  HISTORY     - Date     Condition        Report By
 DH0374  HISTORY     - 1949     MONUMENTED       CGS
 DH0374
 DH0374                          STATION DESCRIPTION
 DH0374
 DH0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0374'2.75 MI NW FROM CHILDERSBURG.
 DH0374'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF
 DH0374'STATE HIGHWAY 76 E AT CHILDERSBURG, THENCE ABOUT 1.1 MILES WEST ALONG
 DH0374'STATE HIGHWAY 76, ABOUT 0.3 MILE WEST OF A SIDE ROAD NORTH, 120 YARDS
 DH0374'WEST OF A 50-FOOT BRIDGE, IN THE NORTHWEST QUARTER OF THE JUNCTION OF
 DH0374'A DRIVE NORTH TO A 1-STORY FARM HOUSE, 50 FEET NORTH OF THE CENTER
 DH0374'LINE OF THE HIGHWAY, 68 FEET WEST OF THE CENTER LINE OF THE DRIVE, 109
 DH0374'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 3 1/2 FEET
 DH0374'NORTHEAST OF THE ONLY POLE NORTH OF HIGHWAY ON POWER LINE, 2 FEET WEST
 DH0374'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE HIGHWAY AND SET IN
 DH0374'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0251 ***********************************************************************
 CN0251  DESIGNATION -  B 286
 CN0251  PID         -  CN0251
 CN0251  STATE/COUNTY-  AL/COOSA
 CN0251  USGS QUAD   -  EQUALITY (1971)
 CN0251
 CN0251                         *CURRENT SURVEY CONTROL
 CN0251  ___________________________________________________________________
 CN0251* NAD 83(1986)-  32 48 07.     (N)    086 07 00.     (W)     SCALED    
 CN0251* NAVD 88     -       205.596  (meters)     674.53   (feet)  ADJUSTED  
 CN0251  ___________________________________________________________________
 CN0251  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CN0251  DYNAMIC HT  -         205.356 (meters)     673.74  (feet)  COMP
 CN0251  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 CN0251
 CN0251  VERT ORDER  -  SECOND    CLASS 0
 CN0251
 CN0251.The horizontal coordinates were scaled from a topographic map and have
 CN0251.an estimated accuracy of +/- 6 seconds.
 CN0251
 CN0251.The orthometric height was determined by differential leveling
 CN0251.and adjusted by the National Geodetic Survey in June 1991..
 CN0251
 CN0251.The geoid height was determined by GEOID03.
 CN0251
 CN0251.The dynamic height is computed by dividing the NAVD 88
 CN0251.geopotential number by the normal gravity value computed on the
 CN0251.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0251.degrees latitude (g = 980.6199 gals.).
 CN0251
 CN0251.The modeled gravity was interpolated from observed gravity values.
 CN0251
 CN0251;                    North         East    Units  Estimated Accuracy
 CN0251;SPC AL E     -   255,270.      173,460.      MT  (+/- 180 meters Scaled)
 CN0251
 CN0251                          SUPERSEDED SURVEY CONTROL
 CN0251
 CN0251  NGVD 29 (??/??/92)  205.574  (m)          674.45   (f) ADJ UNCH    2 0
 CN0251
 CN0251.Superseded values are not recommended for survey control.
 CN0251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0251.See file dsdata.txt to determine how the superseded data were derived.
 CN0251
 CN0251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB827296(NAD 83)
 CN0251_MARKER: DB = BENCH MARK DISK
 CN0251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0251_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0251_STAMPING: B 286 1949
 CN0251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0251+STABILITY: SURFACE MOTION
 CN0251
 CN0251  HISTORY     - Date     Condition        Report By
 CN0251  HISTORY     - 1949     MONUMENTED       CGS
 CN0251  HISTORY     - 1969     MARK NOT FOUND   USGS
 CN0251
 CN0251                          STATION DESCRIPTION
 CN0251
 CN0251'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0251'1.8 MI S FROM NIXBURG.
 CN0251'ABOUT 1.8 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 CN0251'NIXBURG, AT THE JUNCTION OF A ROAD SOUTH AND A CURVE IN THE HIGHWAY
 CN0251'WITH TANGENTS NORTH AND SOUTHEAST AND THE JUNCTION OF A ROAD EAST TO A
 CN0251'HOUSE, 45 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 73 FEET
 CN0251'SOUTH-SOUTHEAST OF A 28-INCH GUM TREE, 61 FEET SOUTH-SOUTHWEST OF THE
 CN0251'SOUTHWEST CORNER OF AN OLD HOUSE, 19 1/2 FEET NORTH OF THE CENTER LINE
 CN0251'OF THE ROAD TO THE HOUSE EAST OF HIGHWAY, 12 FEET NORTH-NORTHWEST OF A
 CN0251'14-INCH OAK TREE, 3 FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET WEST
 CN0251'OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1
 CN0251'FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN0251'PROJECTING 3 INCHES.
 CN0251
 CN0251                          STATION RECOVERY (1969)
 CN0251
 CN0251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CN0251'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0163 ***********************************************************************
 CN0163  DESIGNATION -  B 287
 CN0163  PID         -  CN0163
 CN0163  STATE/COUNTY-  AL/ELMORE
 CN0163  USGS QUAD   -  HOLTVILLE (1987)
 CN0163
 CN0163                         *CURRENT SURVEY CONTROL
 CN0163  ___________________________________________________________________
 CN0163* NAD 83(1986)-  32 43 06.     (N)    086 19 40.     (W)     SCALED    
 CN0163* NAVD 88     -       112.117  (meters)     367.84   (feet)  ADJUSTED  
 CN0163  ___________________________________________________________________
 CN0163  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CN0163  DYNAMIC HT  -         111.988 (meters)     367.41  (feet)  COMP
 CN0163  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 CN0163
 CN0163  VERT ORDER  -  SECOND    CLASS 0
 CN0163
 CN0163.The horizontal coordinates were scaled from a topographic map and have
 CN0163.an estimated accuracy of +/- 6 seconds.
 CN0163
 CN0163.The orthometric height was determined by differential leveling
 CN0163.and adjusted by the National Geodetic Survey in June 1991..
 CN0163
 CN0163.The geoid height was determined by GEOID03.
 CN0163
 CN0163.The dynamic height is computed by dividing the NAVD 88
 CN0163.geopotential number by the normal gravity value computed on the
 CN0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0163.degrees latitude (g = 980.6199 gals.).
 CN0163
 CN0163.The modeled gravity was interpolated from observed gravity values.
 CN0163
 CN0163;                    North         East    Units  Estimated Accuracy
 CN0163;SPC AL E     -   246,070.      153,650.      MT  (+/- 180 meters Scaled)
 CN0163
 CN0163                          SUPERSEDED SURVEY CONTROL
 CN0163
 CN0163  NGVD 29 (??/??/92)  112.090  (m)          367.75   (f) ADJ UNCH    2 0
 CN0163
 CN0163.Superseded values are not recommended for survey control.
 CN0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0163.See file dsdata.txt to determine how the superseded data were derived.
 CN0163
 CN0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB629202(NAD 83)
 CN0163_MARKER: DB = BENCH MARK DISK
 CN0163_SETTING: 66 = SET IN ROCK OUTCROP
 CN0163_SP_SET: BED ROCK
 CN0163_STAMPING: B 287 1949
 CN0163_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CN0163+STABILITY: POSITION/ELEVATION WELL
 CN0163
 CN0163  HISTORY     - Date     Condition        Report By
 CN0163  HISTORY     - 1949     MONUMENTED       CGS
 CN0163
 CN0163                          STATION DESCRIPTION
 CN0163
 CN0163'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0163'0.8 MI NW FROM TITUS.
 CN0163'ABOUT 0.8 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE BAPTIST
 CN0163'CHURCH AT TITUS, AT A BRIDGE OVER TOWN CREEK, SET IN THE TOP OF A
 CN0163'LARGE PROJECTION OF BED ROCK, ABOUT 0.4 MILE SOUTH OF KELLYS STORE,
 CN0163'112 FEET NORTHWEST OF THE WEST CORNER OF THE BRIDGE OVER TOWN CREEK,
 CN0163'55 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET
 CN0163'SOUTH-SOUTHEAST OF THE CENTER LINE OF A DIM FARM ROAD, 82 FEET EAST OF
 CN0163'A FENCE LINE, 8 FEET NORTHEAST OF THE SOUTHWEST EDGE OF THE ROCK, 7
 CN0163'FEET NORTHWEST OF THE SOUTHEAST EDGE OF THE ROCK AND ABOUT 4 1/2 FEET
 CN0163'BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0244 ***********************************************************************
 CN0244  DESIGNATION -  B 288
 CN0244  PID         -  CN0244
 CN0244  STATE/COUNTY-  AL/ELMORE
 CN0244  USGS QUAD   -  ECLECTIC (1984)
 CN0244
 CN0244                         *CURRENT SURVEY CONTROL
 CN0244  ___________________________________________________________________
 CN0244* NAD 83(1986)-  32 44 05.     (N)    086 06 39.     (W)     SCALED    
 CN0244* NAVD 88     -       227.594  (meters)     746.70   (feet)  ADJUSTED  
 CN0244  ___________________________________________________________________
 CN0244  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CN0244  DYNAMIC HT  -         227.327 (meters)     745.82  (feet)  COMP
 CN0244  MODELED GRAV-     979,460.3   (mgal)                       NAVD 88
 CN0244
 CN0244  VERT ORDER  -  SECOND    CLASS 0
 CN0244
 CN0244.The horizontal coordinates were scaled from a topographic map and have
 CN0244.an estimated accuracy of +/- 6 seconds.
 CN0244
 CN0244.The orthometric height was determined by differential leveling
 CN0244.and adjusted by the National Geodetic Survey in June 1991..
 CN0244
 CN0244.The geoid height was determined by GEOID03.
 CN0244
 CN0244.The dynamic height is computed by dividing the NAVD 88
 CN0244.geopotential number by the normal gravity value computed on the
 CN0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0244.degrees latitude (g = 980.6199 gals.).
 CN0244
 CN0244.The modeled gravity was interpolated from observed gravity values.
 CN0244
 CN0244;                    North         East    Units  Estimated Accuracy
 CN0244;SPC AL E     -   247,810.      173,990.      MT  (+/- 180 meters Scaled)
 CN0244
 CN0244                          SUPERSEDED SURVEY CONTROL
 CN0244
 CN0244  NGVD 29 (??/??/92)  227.573  (m)          746.63   (f) ADJ UNCH    2 0
 CN0244
 CN0244.Superseded values are not recommended for survey control.
 CN0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0244.See file dsdata.txt to determine how the superseded data were derived.
 CN0244
 CN0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB833222(NAD 83)
 CN0244_MARKER: DB = BENCH MARK DISK
 CN0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0244_STAMPING: B 288 1949
 CN0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0244+STABILITY: SURFACE MOTION
 CN0244_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN0244+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 CN0244
 CN0244  HISTORY     - Date     Condition        Report By
 CN0244  HISTORY     - 1949     MONUMENTED       CGS
 CN0244  HISTORY     - 20040412 GOOD             ALHD
 CN0244
 CN0244                          STATION DESCRIPTION
 CN0244
 CN0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0244'IN SEMAN.
 CN0244'AT SEMAN, ALONG STATE HIGHWAY 9, AT THE NORTH EDGE OF TOWN, AT A
 CN0244'CHURCH AND CEMETERY, ABOUT 0.15 MILE NORTH OF THE JUNCTION OF A ROAD
 CN0244'SOUTHWEST, 204 FEET SOUTH-SOUTHEAST OF THE JUNCTION OF THE HIGHWAY AND
 CN0244'A GRAVEL ROAD SOUTH, 161 FEET SOUTHEAST AND ACROSS THE ROAD SOUTH FROM
 CN0244'THE CENTER LINE OF THE HIGHWAY, 71 FEET SOUTHWEST OF THE WEST CORNER
 CN0244'OF THE CHURCH BUILDING, 36 FEET EAST OF THE CENTER LINE OF THE ROAD
 CN0244'SOUTH, 20 1/2 FEET SOUTH-SOUTHEAST OF AN 18-INCH OAK TREE, 2 FEET
 CN0244'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 CN0244'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN0244
 CN0244                          STATION RECOVERY (2004)
 CN0244
 CN0244'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CN0244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0125 ***********************************************************************
 CN0125  DESIGNATION -  B 289
 CN0125  PID         -  CN0125
 CN0125  STATE/COUNTY-  AL/ELMORE
 CN0125  USGS QUAD   -  HOLTVILLE (1987)
 CN0125
 CN0125                         *CURRENT SURVEY CONTROL
 CN0125  ___________________________________________________________________
 CN0125* NAD 83(1986)-  32 40 19.     (N)    086 20 49.     (W)     SCALED    
 CN0125* NAVD 88     -       123.048  (meters)     403.70   (feet)  ADJUSTED  
 CN0125  ___________________________________________________________________
 CN0125  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN0125  DYNAMIC HT  -         122.906 (meters)     403.23  (feet)  COMP
 CN0125  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 CN0125
 CN0125  VERT ORDER  -  SECOND    CLASS 0
 CN0125
 CN0125.The horizontal coordinates were scaled from a topographic map and have
 CN0125.an estimated accuracy of +/- 6 seconds.
 CN0125
 CN0125.The orthometric height was determined by differential leveling
 CN0125.and adjusted by the National Geodetic Survey in June 1991..
 CN0125
 CN0125.The geoid height was determined by GEOID03.
 CN0125
 CN0125.The dynamic height is computed by dividing the NAVD 88
 CN0125.geopotential number by the normal gravity value computed on the
 CN0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0125.degrees latitude (g = 980.6199 gals.).
 CN0125
 CN0125.The modeled gravity was interpolated from observed gravity values.
 CN0125
 CN0125;                    North         East    Units  Estimated Accuracy
 CN0125;SPC AL E     -   240,930.      151,830.      MT  (+/- 180 meters Scaled)
 CN0125
 CN0125                          SUPERSEDED SURVEY CONTROL
 CN0125
 CN0125  NGVD 29 (??/??/92)  123.021  (m)          403.61   (f) ADJ UNCH    2 0
 CN0125
 CN0125.Superseded values are not recommended for survey control.
 CN0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0125.See file dsdata.txt to determine how the superseded data were derived.
 CN0125
 CN0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB612151(NAD 83)
 CN0125_MARKER: DB = BENCH MARK DISK
 CN0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0125_STAMPING: B 289 1949
 CN0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0125+STABILITY: SURFACE MOTION
 CN0125
 CN0125  HISTORY     - Date     Condition        Report By
 CN0125  HISTORY     - 1949     MONUMENTED       CGS
 CN0125
 CN0125                          STATION DESCRIPTION
 CN0125
 CN0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0125'3.8 MI NW FROM HOLTVILLE.
 CN0125'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 111 FROM THE SCHOOL AT
 CN0125'HOLTVILLE, THENCE ABOUT 3.35 MILES NORTHWEST ALONG A BLACK TOP ROAD,
 CN0125'ABOUT 0.2 MILE NORTHWEST OF THE JUNCTION OF A ROAD SOUTHWEST, AT A
 CN0125'BARN ON NORTHEAST SIDE OF ROAD, 159 FEET SOUTH-SOUTHEAST OF THE SOUTH
 CN0125'CORNER OF A HOUSE, 62 FEET NORTH-EAST OF THE CENTER LINE OF THE ROAD,
 CN0125'42 FEET NORTHEAST OF THE NORTHEAST CONCRETE HEAD WALL OF A 20-INCH
 CN0125'PIPE CULVERT UNDER ROAD, 23 FEET NORTHEAST OF A FENCE CORNER, 3 FEET
 CN0125'WEST OF THE SOUTH CORNER OF THE BARN, 2 FEET SOUTHEAST OF A WHITE
 CN0125'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN0125'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0296 ***********************************************************************
 BU0296  DESIGNATION -  B 29
 BU0296  PID         -  BU0296
 BU0296  STATE/COUNTY-  AL/COVINGTON
 BU0296  USGS QUAD   -  ANDALUSIA (1986)
 BU0296
 BU0296                         *CURRENT SURVEY CONTROL
 BU0296  ___________________________________________________________________
 BU0296* NAD 83(1986)-  31 18 21.     (N)    086 28 54.     (W)     SCALED    
 BU0296* NAVD 88     -       100.085  (meters)     328.36   (feet)  ADJUSTED  
 BU0296  ___________________________________________________________________
 BU0296  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU0296  DYNAMIC HT  -          99.962 (meters)     327.96  (feet)  COMP
 BU0296  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 BU0296
 BU0296  VERT ORDER  -  FIRST     CLASS II
 BU0296
 BU0296.The horizontal coordinates were scaled from a topographic map and have
 BU0296.an estimated accuracy of +/- 6 seconds.
 BU0296
 BU0296.The orthometric height was determined by differential leveling
 BU0296.and adjusted by the National Geodetic Survey in June 1991..
 BU0296
 BU0296.The geoid height was determined by GEOID03.
 BU0296
 BU0296.The dynamic height is computed by dividing the NAVD 88
 BU0296.geopotential number by the normal gravity value computed on the
 BU0296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0296.degrees latitude (g = 980.6199 gals.).
 BU0296
 BU0296.The modeled gravity was interpolated from observed gravity values.
 BU0296
 BU0296;                    North         East    Units  Estimated Accuracy
 BU0296;SPC AL E     -    89,520.      138,280.      MT  (+/- 180 meters Scaled)
 BU0296
 BU0296                          SUPERSEDED SURVEY CONTROL
 BU0296
 BU0296  NGVD 29 (??/??/92)  100.119  (m)          328.47   (f) ADJ UNCH    1 2
 BU0296
 BU0296.Superseded values are not recommended for survey control.
 BU0296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0296.See file dsdata.txt to determine how the superseded data were derived.
 BU0296
 BU0296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV493636(NAD 83)
 BU0296_MARKER: DB = BENCH MARK DISK
 BU0296_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0296_SP_SET: FOUNDATION
 BU0296_STAMPING: B 29 1934
 BU0296_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0296
 BU0296  HISTORY     - Date     Condition        Report By
 BU0296  HISTORY     - 1934     MONUMENTED       CGS
 BU0296  HISTORY     - 1968     GOOD             NGS
 BU0296
 BU0296                          STATION DESCRIPTION
 BU0296
 BU0296'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0296'IN ANDALUSIA.
 BU0296'AT ANDALUSIA, ABOUT 0.1 MILE WEST OF MILEPOST 580, AT THE CROSSING OF
 BU0296'SOUTH COTTON STREET AND LOUISVILLE AND NASHVILLE RAILROAD, SET
 BU0296'VERTICALLY IN THE SOUTH FACE OF THE CONCRETE FOUNDATION OF THE ONE
 BU0296'STORY RED BRICK LOUISVILLE AND NASHVILLE RAILROAD STATION, 33.4 FEET
 BU0296'NORTH OF THE NORTH RAIL, 35.2 FEET EAST OF THE SOUTHWEST CORNER OF THE
 BU0296'STATION, 0.7 FOOT ABOVE THE CONCRETE FLOOR AND ABOUT LEVEL WITH THE
 BU0296'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1299 ***********************************************************************
 CN1299  DESIGNATION -  B 291
 CN1299  PID         -  CN1299
 CN1299  STATE/COUNTY-  AL/CHILTON
 CN1299  USGS QUAD   -  LAY DAM (1981)
 CN1299
 CN1299                         *CURRENT SURVEY CONTROL
 CN1299  ___________________________________________________________________
 CN1299* NAD 83(1986)-  32 57 36.     (N)    086 33 40.     (W)     SCALED    
 CN1299* NAVD 88     -       134.013  (meters)     439.67   (feet)  ADJUSTED  
 CN1299  ___________________________________________________________________
 CN1299  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN1299  DYNAMIC HT  -         133.860 (meters)     439.17  (feet)  COMP
 CN1299  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 CN1299
 CN1299  VERT ORDER  -  SECOND    CLASS 0
 CN1299
 CN1299.The horizontal coordinates were scaled from a topographic map and have
 CN1299.an estimated accuracy of +/- 6 seconds.
 CN1299
 CN1299.The orthometric height was determined by differential leveling
 CN1299.and adjusted by the National Geodetic Survey in June 1991..
 CN1299
 CN1299.The geoid height was determined by GEOID03.
 CN1299
 CN1299.The dynamic height is computed by dividing the NAVD 88
 CN1299.geopotential number by the normal gravity value computed on the
 CN1299.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1299.degrees latitude (g = 980.6199 gals.).
 CN1299
 CN1299.The modeled gravity was interpolated from observed gravity values.
 CN1299
 CN1299;                    North         East    Units  Estimated Accuracy
 CN1299;SPC AL W     -   328,570.      687,780.      MT  (+/- 180 meters Scaled)
 CN1299
 CN1299                          SUPERSEDED SURVEY CONTROL
 CN1299
 CN1299  NGVD 29 (??/??/92)  133.971  (m)          439.54   (f) ADJ UNCH    2 0
 CN1299
 CN1299.Superseded values are not recommended for survey control.
 CN1299.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1299.See file dsdata.txt to determine how the superseded data were derived.
 CN1299
 CN1299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB410469(NAD 83)
 CN1299_MARKER: DB = BENCH MARK DISK
 CN1299_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1299_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1299_STAMPING: B 291 1949
 CN1299_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1299+STABILITY: SURFACE MOTION
 CN1299
 CN1299  HISTORY     - Date     Condition        Report By
 CN1299  HISTORY     - 1949     MONUMENTED       CGS
 CN1299
 CN1299                          STATION DESCRIPTION
 CN1299
 CN1299'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1299'2.6 MI SE FROM MULLINS.
 CN1299'ABOUT 0.5 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE MT. ZION CHURCH
 CN1299'AT MULLINS, THENCE ABOUT 2.1 MILES EAST AND SOUTHEAST ALONG A GRAVEL
 CN1299'ROAD, ABOUT 0.4 MILE SOUTHEAST OF THE JUNCTION OF A ROAD WEST TO LIME
 CN1299'SPRINGS CHURCH, AT THE TOP OF A GRADE, 38 FEET SOUTH OF THE CENTER
 CN1299'LINE OF THE ROAD, 7 FEET WEST OF A POWER POLE, 30 FEET EAST OF THE
 CN1299'CENTER LINE OF THE TRAIL LEADING SOUTH, 53 FEET SOUTHEAST OF THE TOP
 CN1299'OF GRADE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CN1299'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 CN1299'INCHES.  NOTE-- MARK MAY BE REACHED FROM THE ENTRANCE GATE TO THE WEST
 CN1299'END OF LAY DAM ACROSS COOSA RIVER BY GOING ABOUT 2.3 MILES SOUTHWEST
 CN1299'ALONG A ROAD LEADING TO CLANTON, THENCE ABOUT 0.85 MILE WEST AND
 CN1299'NORTHWEST ALONG A ROAD LEADING TO MULLINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1352 ***********************************************************************
 CN1352  DESIGNATION -  B 292
 CN1352  PID         -  CN1352
 CN1352  STATE/COUNTY-  AL/CHILTON
 CN1352  USGS QUAD   -  CLANTON WEST (1972)
 CN1352
 CN1352                         *CURRENT SURVEY CONTROL
 CN1352  ___________________________________________________________________
 CN1352* NAD 83(1986)-  32 48 27.     (N)    086 42 28.     (W)     SCALED    
 CN1352* NAVD 88     -       223.429  (meters)     733.03   (feet)  ADJUSTED  
 CN1352  ___________________________________________________________________
 CN1352  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CN1352  DYNAMIC HT  -         223.173 (meters)     732.19  (feet)  COMP
 CN1352  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CN1352
 CN1352  VERT ORDER  -  SECOND    CLASS 0
 CN1352
 CN1352.The horizontal coordinates were scaled from a topographic map and have
 CN1352.an estimated accuracy of +/- 6 seconds.
 CN1352
 CN1352.The orthometric height was determined by differential leveling
 CN1352.and adjusted by the National Geodetic Survey in June 1991..
 CN1352
 CN1352.The geoid height was determined by GEOID03.
 CN1352
 CN1352.The dynamic height is computed by dividing the NAVD 88
 CN1352.geopotential number by the normal gravity value computed on the
 CN1352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1352.degrees latitude (g = 980.6199 gals.).
 CN1352
 CN1352.The modeled gravity was interpolated from observed gravity values.
 CN1352
 CN1352;                    North         East    Units  Estimated Accuracy
 CN1352;SPC AL W     -   311,540.      674,190.      MT  (+/- 180 meters Scaled)
 CN1352
 CN1352                          SUPERSEDED SURVEY CONTROL
 CN1352
 CN1352  NGVD 29 (??/??/92)  223.381  (m)          732.88   (f) ADJ UNCH    2 0
 CN1352
 CN1352.Superseded values are not recommended for survey control.
 CN1352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1352.See file dsdata.txt to determine how the superseded data were derived.
 CN1352
 CN1352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB273299(NAD 83)
 CN1352_MARKER: DB = BENCH MARK DISK
 CN1352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1352_STAMPING: B 292 1949
 CN1352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1352+STABILITY: SURFACE MOTION
 CN1352
 CN1352  HISTORY     - Date     Condition        Report By
 CN1352  HISTORY     - 1949     MONUMENTED       CGS
 CN1352  HISTORY     - 1972     MARK NOT FOUND   USGS
 CN1352
 CN1352                          STATION DESCRIPTION
 CN1352
 CN1352'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1352'5.75 MI SW FROM CLANTON.
 CN1352'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF U.S.
 CN1352'HIGHWAY 31 AT CLANTON, THENCE ABOUT 1.75 MILES SOUTH ALONG A BLACK TOP
 CN1352'ROAD LEADING TO BILLINGSLEY, ABOUT 0.4 MILE SOUTH OF THE JUNCTION OF A
 CN1352'ROAD WEST, ABOUT 0.2 MILE SOUTH OF THE TOP OF A GRADE, AT THE JUNCTION
 CN1352'OF A ROAD EAST, 42 FEET EAST OF THE CENTER LINE OF THE ROAD, 93 FEET
 CN1352'SOUTH OF THE CENTER LINE OF THE ROAD EAST, 6 FEET SOUTH-SOUTHEAST OF A
 CN1352'TELEPHONE POLE, 87 FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A 24-INCH
 CN1352'PIPE CULVERT UNDER ROAD EAST, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 CN1352'POST, 2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1352'PROJECTING 1 INCH.
 CN1352
 CN1352                          STATION RECOVERY (1972)
 CN1352
 CN1352'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CN1352'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1382 ***********************************************************************
 CN1382  DESIGNATION -  B 293
 CN1382  PID         -  CN1382
 CN1382  STATE/COUNTY-  AL/AUTAUGA
 CN1382  USGS QUAD   -  WHITE CITY (1987)
 CN1382
 CN1382                         *CURRENT SURVEY CONTROL
 CN1382  ___________________________________________________________________
 CN1382* NAD 83(1986)-  32 41 13.     (N)    086 36 18.     (W)     SCALED    
 CN1382* NAVD 88     -       191.004  (meters)     626.65   (feet)  ADJUSTED  
 CN1382  ___________________________________________________________________
 CN1382  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CN1382  DYNAMIC HT  -         190.785 (meters)     625.93  (feet)  COMP
 CN1382  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 CN1382
 CN1382  VERT ORDER  -  SECOND    CLASS 0
 CN1382
 CN1382.The horizontal coordinates were scaled from a topographic map and have
 CN1382.an estimated accuracy of +/- 6 seconds.
 CN1382
 CN1382.The orthometric height was determined by differential leveling
 CN1382.and adjusted by the National Geodetic Survey in June 1991..
 CN1382
 CN1382.The geoid height was determined by GEOID03.
 CN1382
 CN1382.The dynamic height is computed by dividing the NAVD 88
 CN1382.geopotential number by the normal gravity value computed on the
 CN1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1382.degrees latitude (g = 980.6199 gals.).
 CN1382
 CN1382.The modeled gravity was interpolated from observed gravity values.
 CN1382
 CN1382;                    North         East    Units  Estimated Accuracy
 CN1382;SPC AL W     -   298,250.      683,930.      MT  (+/- 180 meters Scaled)
 CN1382
 CN1382                          SUPERSEDED SURVEY CONTROL
 CN1382
 CN1382  NGVD 29 (??/??/92)  190.975  (m)          626.56   (f) ADJ UNCH    2 0
 CN1382
 CN1382.Superseded values are not recommended for survey control.
 CN1382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1382.See file dsdata.txt to determine how the superseded data were derived.
 CN1382
 CN1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB370166(NAD 83)
 CN1382_MARKER: DB = BENCH MARK DISK
 CN1382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1382_STAMPING: B 293 1949
 CN1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1382+STABILITY: SURFACE MOTION
 CN1382
 CN1382  HISTORY     - Date     Condition        Report By
 CN1382  HISTORY     - 1949     MONUMENTED       CGS
 CN1382
 CN1382                          STATION DESCRIPTION
 CN1382
 CN1382'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1382'2.8 MI NW FROM WHITE CITY.
 CN1382'ABOUT 2.8 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION,
 CN1382'CHURCH AND SCHOOL AT WHITE CITY, ABOUT 1.45 MILES SOUTH OF THE
 CN1382'AUTAUGA-CHILTON COUNTY LINE, AT A CROSS ROAD AND ZIONS REST BAPTIST
 CN1382'CHURCH, 86 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD, 211 FEET
 CN1382'NORTH OF THE CENTER LINE OF THE ROAD EAST, 93.5 FEET SOUTH OF THE
 CN1382'SOUTHWEST CORNER OF THE WOODEN CHURCH BUILDING, 2 FEET WEST OF A WHITE
 CN1382'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF
 CN1382'A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0563 ***********************************************************************
 CN0563  DESIGNATION -  B 294
 CN0563  PID         -  CN0563
 CN0563  STATE/COUNTY-  AL/MONTGOMERY
 CN0563  USGS QUAD   -  SNOWDOUN (1985)
 CN0563
 CN0563                         *CURRENT SURVEY CONTROL
 CN0563  ___________________________________________________________________
 CN0563* NAD 83(1986)-  32 09 27.     (N)    086 22 18.     (W)     SCALED    
 CN0563* NAVD 88     -        78.132  (meters)     256.34   (feet)  ADJUSTED  
 CN0563  ___________________________________________________________________
 CN0563  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CN0563  DYNAMIC HT  -          78.042 (meters)     256.04  (feet)  COMP
 CN0563  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 CN0563
 CN0563  VERT ORDER  -  SECOND    CLASS 0
 CN0563
 CN0563.The horizontal coordinates were scaled from a topographic map and have
 CN0563.an estimated accuracy of +/- 6 seconds.
 CN0563
 CN0563.The orthometric height was determined by differential leveling
 CN0563.and adjusted by the National Geodetic Survey in June 1991..
 CN0563
 CN0563.The geoid height was determined by GEOID03.
 CN0563
 CN0563.The dynamic height is computed by dividing the NAVD 88
 CN0563.geopotential number by the normal gravity value computed on the
 CN0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0563.degrees latitude (g = 980.6199 gals.).
 CN0563
 CN0563.The modeled gravity was interpolated from observed gravity values.
 CN0563
 CN0563;                    North         East    Units  Estimated Accuracy
 CN0563;SPC AL E     -   183,900.      149,220.      MT  (+/- 180 meters Scaled)
 CN0563
 CN0563                          SUPERSEDED SURVEY CONTROL
 CN0563
 CN0563  NGVD 29 (??/??/92)   78.115  (m)          256.28   (f) ADJ UNCH    2 0
 CN0563
 CN0563.Superseded values are not recommended for survey control.
 CN0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0563.See file dsdata.txt to determine how the superseded data were derived.
 CN0563
 CN0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA592580(NAD 83)
 CN0563_MARKER: DB = BENCH MARK DISK
 CN0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0563_STAMPING: B 294 1949
 CN0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0563+STABILITY: SURFACE MOTION
 CN0563
 CN0563  HISTORY     - Date     Condition        Report By
 CN0563  HISTORY     - 1949     MONUMENTED       CGS
 CN0563
 CN0563                          STATION DESCRIPTION
 CN0563
 CN0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0563'1.35 MI S FROM PINTLALLA.
 CN0563'ABOUT 1.35 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE CROSSROADS AND
 CN0563'MOSLEYS STORE AT PINTLALLA, ABOUT 0.1 MILE NORTH OF LIBERTY CHURCH OF
 CN0563'CHRIST, AT THE JUNCTION OF A ROAD EAST, 63.5 FEET EAST OF THE CENTER
 CN0563'LINE OF THE HIGHWAY, 174 FEET NORTH OF THE CENTER LINE OF THE ROAD
 CN0563'EAST, 1.5 FEET WEST OF A WIRE FENCE, 42 FEET NORTHEAST OF TELEPHONE
 CN0563'POLE NO. 183, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 CN0563'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CN0563'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0628 ***********************************************************************
 CN0628  DESIGNATION -  B 296
 CN0628  PID         -  CN0628
 CN0628  STATE/COUNTY-  AL/AUTAUGA
 CN0628  USGS QUAD   -  PRATTVILLE (1981)
 CN0628
 CN0628                         *CURRENT SURVEY CONTROL
 CN0628  ___________________________________________________________________
 CN0628* NAD 83(1986)-  32 27 36.     (N)    086 27 05.     (W)     SCALED    
 CN0628* NAVD 88     -       100.465  (meters)     329.61   (feet)  ADJUSTED  
 CN0628  ___________________________________________________________________
 CN0628  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CN0628  DYNAMIC HT  -         100.350 (meters)     329.23  (feet)  COMP
 CN0628  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CN0628
 CN0628  VERT ORDER  -  SECOND    CLASS 0
 CN0628
 CN0628.The horizontal coordinates were scaled from a topographic map and have
 CN0628.an estimated accuracy of +/- 6 seconds.
 CN0628
 CN0628.The orthometric height was determined by differential leveling
 CN0628.and adjusted by the National Geodetic Survey in June 1991..
 CN0628
 CN0628.The geoid height was determined by GEOID03.
 CN0628
 CN0628.The dynamic height is computed by dividing the NAVD 88
 CN0628.geopotential number by the normal gravity value computed on the
 CN0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0628.degrees latitude (g = 980.6199 gals.).
 CN0628
 CN0628.The modeled gravity was interpolated from observed gravity values.
 CN0628
 CN0628;                    North         East    Units  Estimated Accuracy
 CN0628;SPC AL W     -   273,220.      698,580.      MT  (+/- 180 meters Scaled)
 CN0628
 CN0628                          SUPERSEDED SURVEY CONTROL
 CN0628
 CN0628  NGVD 29 (??/??/92)  100.445  (m)          329.54   (f) ADJ UNCH    2 0
 CN0628
 CN0628.Superseded values are not recommended for survey control.
 CN0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0628.See file dsdata.txt to determine how the superseded data were derived.
 CN0628
 CN0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA515915(NAD 83)
 CN0628_MARKER: DB = BENCH MARK DISK
 CN0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0628_STAMPING: B 296 1949
 CN0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0628+STABILITY: SURFACE MOTION
 CN0628
 CN0628  HISTORY     - Date     Condition        Report By
 CN0628  HISTORY     - 1949     MONUMENTED       CGS
 CN0628  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0628
 CN0628                          STATION DESCRIPTION
 CN0628
 CN0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0628'IN PRATTVILLE.
 CN0628'AT PRATTVILLE, ABOUT 1.3 MILES EAST ALONG SECOND STREET (STATE HIGHWAY
 CN0628'14 AND U.S. HIGHWAY 82) FROM THE POST OFFICE, AT THE JUNCTION OF U.S.
 CN0628'HIGHWAY 31, 277 FEET WEST OF THE CENTER LINE OF U.S. HIGHWAY 31, 96
 CN0628'FEET SOUTH OF THE CENTER LINE OF HIGHWAYS 14 AND 82, 46 FEET WEST OF
 CN0628'THE NORTHWEST CORNER OF THE KAISER-FRAZER GARAGE, 28 1/2 FEET EAST OF
 CN0628'A POWER POLE, 1 FOOT WEST OF A FENCE CORNER, 1 1/2 FEET NORTH OF A
 CN0628'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 CN0628'OF A CONCRETE POST PROJECTING 1 INCH.  NOTE-- DESCRIPTION OF MARK PUTS
 CN0628'IT AT THE EDGE OF A NEWLY CONSTRUCTED GARAGE.
 CN0628
 CN0628                          STATION RECOVERY (1975)
 CN0628
 CN0628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0060 ***********************************************************************
 CN0060  DESIGNATION -  B 297
 CN0060  PID         -  CN0060
 CN0060  STATE/COUNTY-  AL/AUTAUGA
 CN0060  USGS QUAD   -  MARBURY (1987)
 CN0060
 CN0060                         *CURRENT SURVEY CONTROL
 CN0060  ___________________________________________________________________
 CN0060* NAD 83(1986)-  32 39 22.     (N)    086 29 21.     (W)     SCALED    
 CN0060* NAVD 88     -       118.707  (meters)     389.46   (feet)  ADJUSTED  
 CN0060  ___________________________________________________________________
 CN0060  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CN0060  DYNAMIC HT  -         118.570 (meters)     389.01  (feet)  COMP
 CN0060  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 CN0060
 CN0060  VERT ORDER  -  SECOND    CLASS 0
 CN0060
 CN0060.The horizontal coordinates were scaled from a topographic map and have
 CN0060.an estimated accuracy of +/- 6 seconds.
 CN0060
 CN0060.The orthometric height was determined by differential leveling
 CN0060.and adjusted by the National Geodetic Survey in June 1991..
 CN0060
 CN0060.The geoid height was determined by GEOID03.
 CN0060
 CN0060.The dynamic height is computed by dividing the NAVD 88
 CN0060.geopotential number by the normal gravity value computed on the
 CN0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0060.degrees latitude (g = 980.6199 gals.).
 CN0060
 CN0060.The modeled gravity was interpolated from observed gravity values.
 CN0060
 CN0060;                    North         East    Units  Estimated Accuracy
 CN0060;SPC AL W     -   294,930.      694,830.      MT  (+/- 180 meters Scaled)
 CN0060
 CN0060                          SUPERSEDED SURVEY CONTROL
 CN0060
 CN0060  NGVD 29 (??/??/92)  118.676  (m)          389.36   (f) ADJ UNCH    2 0
 CN0060
 CN0060.Superseded values are not recommended for survey control.
 CN0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0060.See file dsdata.txt to determine how the superseded data were derived.
 CN0060
 CN0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB479132(NAD 83)
 CN0060_MARKER: DB = BENCH MARK DISK
 CN0060_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0060_SP_SET: BRIDGE
 CN0060_STAMPING: B 297 1949
 CN0060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0060
 CN0060  HISTORY     - Date     Condition        Report By
 CN0060  HISTORY     - 1949     MONUMENTED       CGS
 CN0060  HISTORY     - 1954     MARK NOT FOUND   USPSQD
 CN0060  HISTORY     - 1954     MARK NOT FOUND   USGS
 CN0060
 CN0060                          STATION DESCRIPTION
 CN0060
 CN0060'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0060'2.9 MI SW FROM WADSWORTH.
 CN0060'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE COTTON GIN AT
 CN0060'WADSWORTH, THENCE ABOUT 1.75 MILES SOUTHWEST ALONG A GRAVEL ROAD,
 CN0060'THENCE ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 31, SET IN THE TOP OF
 CN0060'THE NORTH END OF THE WEST CONCRETE CURBING OF A 156-FOOT CONCRETE
 CN0060'BRIDGE OVER MORTOR CREEK, 10 1/2 FEET WEST OF AND ABOUT 1/2 FOOT ABOVE
 CN0060'THE CENTER LINE OF THE HIGHWAY.
 CN0060
 CN0060                          STATION RECOVERY (1954)
 CN0060
 CN0060'RECOVERY NOTE BY US POWER SQUADRON 1954 (KLW)
 CN0060'MARK NOT FOUND.
 CN0060
 CN0060                          STATION RECOVERY (1954)
 CN0060
 CN0060'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CN0060'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1015 ***********************************************************************
 CN1015  DESIGNATION -  B 298
 CN1015  PID         -  CN1015
 CN1015  STATE/COUNTY-  AL/AUTAUGA
 CN1015  USGS QUAD   -  FORESTER (1981)
 CN1015
 CN1015                         *CURRENT SURVEY CONTROL
 CN1015  ___________________________________________________________________
 CN1015* NAD 83(1986)-  32 23 33.     (N)    086 31 02.     (W)     SCALED    
 CN1015* NAVD 88     -        47.068  (meters)     154.42   (feet)  ADJUSTED  
 CN1015  ___________________________________________________________________
 CN1015  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CN1015  DYNAMIC HT  -          47.014 (meters)     154.25  (feet)  COMP
 CN1015  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 CN1015
 CN1015  VERT ORDER  -  SECOND    CLASS 0
 CN1015
 CN1015.The horizontal coordinates were scaled from a topographic map and have
 CN1015.an estimated accuracy of +/- 6 seconds.
 CN1015
 CN1015.The orthometric height was determined by differential leveling
 CN1015.and adjusted by the National Geodetic Survey in June 1991..
 CN1015
 CN1015.The geoid height was determined by GEOID03.
 CN1015
 CN1015.The dynamic height is computed by dividing the NAVD 88
 CN1015.geopotential number by the normal gravity value computed on the
 CN1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1015.degrees latitude (g = 980.6199 gals.).
 CN1015
 CN1015.The modeled gravity was interpolated from observed gravity values.
 CN1015
 CN1015;                    North         East    Units  Estimated Accuracy
 CN1015;SPC AL W     -   265,670.      692,460.      MT  (+/- 180 meters Scaled)
 CN1015
 CN1015                          SUPERSEDED SURVEY CONTROL
 CN1015
 CN1015  NGVD 29 (??/??/92)   47.051  (m)          154.37   (f) ADJ UNCH    2 0
 CN1015
 CN1015.Superseded values are not recommended for survey control.
 CN1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1015.See file dsdata.txt to determine how the superseded data were derived.
 CN1015
 CN1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA454840(NAD 83)
 CN1015_MARKER: DB = BENCH MARK DISK
 CN1015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1015_STAMPING: B 298 1949
 CN1015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1015+STABILITY: SURFACE MOTION
 CN1015
 CN1015  HISTORY     - Date     Condition        Report By
 CN1015  HISTORY     - 1949     MONUMENTED       CGS
 CN1015
 CN1015                          STATION DESCRIPTION
 CN1015
 CN1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1015'9.7 MI SW FROM PRATTVILLE.
 CN1015'ABOUT 5.65 MILES WEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF U.S.
 CN1015'HIGHWAY 82 AT PRATTVILLE, THENCE ABOUT 2.85 MILES SOUTH AND SOUTHEAST
 CN1015'ALONG A GRAVEL ROAD, THENCE ABOUT 0.55 MILE NORTHEAST AND ABOUT 0.65
 CN1015'MILE SOUTH ALONG GRAVEL ROADS, AT A TENANT HOUSE ON NORTHEAST SIDE OF
 CN1015'ROAD, 95 FEET SOUTH-SOUTHEAST AND ACROSS THE DRIVE WAY FROM THE
 CN1015'SOUTHWEST CORNER OF THE HOUSE, 41 FEET NORTHEAST OF THE CENTER LINE OF
 CN1015'THE ROAD, 24 FEET NORTHEAST OF THE SOUTHEAST END OF A 22-INCH PIPE
 CN1015'CULVERT UNDER DRIVE, 21 FEET EAST OF THE CENTER OF THE GATE ACROSS
 CN1015'DRIVE, 1 FOOT NORTH OF A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN
 CN1015'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN1015'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1416 ***********************************************************************
 CN1416  DESIGNATION -  B 299
 CN1416  PID         -  CN1416
 CN1416  STATE/COUNTY-  AL/AUTAUGA
 CN1416  USGS QUAD   -  MILTON (1982)
 CN1416
 CN1416                         *CURRENT SURVEY CONTROL
 CN1416  ___________________________________________________________________
 CN1416* NAD 83(1986)-  32 33 21.     (N)    086 50 08.     (W)     SCALED    
 CN1416* NAVD 88     -       143.067  (meters)     469.38   (feet)  ADJUSTED  
 CN1416  ___________________________________________________________________
 CN1416  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CN1416  DYNAMIC HT  -         142.901 (meters)     468.83  (feet)  COMP
 CN1416  MODELED GRAV-     979,480.8   (mgal)                       NAVD 88
 CN1416
 CN1416  VERT ORDER  -  SECOND    CLASS 0
 CN1416
 CN1416.The horizontal coordinates were scaled from a topographic map and have
 CN1416.an estimated accuracy of +/- 6 seconds.
 CN1416
 CN1416.The orthometric height was determined by differential leveling
 CN1416.and adjusted by the National Geodetic Survey in June 1991..
 CN1416
 CN1416.The geoid height was determined by GEOID03.
 CN1416
 CN1416.The dynamic height is computed by dividing the NAVD 88
 CN1416.geopotential number by the normal gravity value computed on the
 CN1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1416.degrees latitude (g = 980.6199 gals.).
 CN1416
 CN1416.The modeled gravity was interpolated from observed gravity values.
 CN1416
 CN1416;                    North         East    Units  Estimated Accuracy
 CN1416;SPC AL W     -   283,550.      662,400.      MT  (+/- 180 meters Scaled)
 CN1416
 CN1416                          SUPERSEDED SURVEY CONTROL
 CN1416
 CN1416  NGVD 29 (??/??/92)  143.035  (m)          469.27   (f) ADJ UNCH    2 0
 CN1416
 CN1416.Superseded values are not recommended for survey control.
 CN1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1416.See file dsdata.txt to determine how the superseded data were derived.
 CN1416
 CN1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB154020(NAD 83)
 CN1416_MARKER: DB = BENCH MARK DISK
 CN1416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1416_STAMPING: B 299 1949
 CN1416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1416+STABILITY: SURFACE MOTION
 CN1416
 CN1416  HISTORY     - Date     Condition        Report By
 CN1416  HISTORY     - 1949     MONUMENTED       CGS
 CN1416
 CN1416                          STATION DESCRIPTION
 CN1416
 CN1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1416'2.2 MI W FROM MILTON.
 CN1416'ABOUT 1.3 MILES SOUTHWEST ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH
 CN1416'AT MILTON, THENCE ABOUT 0.9 MILE NORTH ALONG A GRAVEL ROAD, ON SLOPE
 CN1416'OF A HILL DECENDING SOUTHEAST, AT THE OUTSIDE OF A CURVE WITH TANGENTS
 CN1416'WEST AND SOUTH, 87 FEET SOUTHEAST OF THE NORTHEAST END OF A 28-INCH
 CN1416'PIPE CULVERT UNDER ROAD, 33 FEET NORTH OF A TRIANGULAR BLAZED 9-INCH
 CN1416'PINE TREE, 30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 21 FEET
 CN1416'SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 7-INCH PINE TREE, 1 1/2 FEET
 CN1416'NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN
 CN1416'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1142 ***********************************************************************
 CM1142  DESIGNATION -  B 30
 CM1142  PID         -  CM1142
 CM1142  STATE/COUNTY-  AL/BULLOCK
 CM1142  USGS QUAD   -  FITZPATRICK (1979)
 CM1142
 CM1142                         *CURRENT SURVEY CONTROL
 CM1142  ___________________________________________________________________
 CM1142* NAD 83(1986)-  32 14 04.     (N)    085 54 47.     (W)     SCALED    
 CM1142* NAVD 88     -        81.060  (meters)     265.94   (feet)  ADJUSTED  
 CM1142  ___________________________________________________________________
 CM1142  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CM1142  DYNAMIC HT  -          80.966 (meters)     265.64  (feet)  COMP
 CM1142  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 CM1142
 CM1142  VERT ORDER  -  SECOND    CLASS 0
 CM1142
 CM1142.The horizontal coordinates were scaled from a topographic map and have
 CM1142.an estimated accuracy of +/- 6 seconds.
 CM1142
 CM1142.The orthometric height was determined by differential leveling
 CM1142.and adjusted by the National Geodetic Survey in June 1991..
 CM1142
 CM1142.The geoid height was determined by GEOID03.
 CM1142
 CM1142.The dynamic height is computed by dividing the NAVD 88
 CM1142.geopotential number by the normal gravity value computed on the
 CM1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1142.degrees latitude (g = 980.6199 gals.).
 CM1142
 CM1142.The modeled gravity was interpolated from observed gravity values.
 CM1142
 CM1142;                    North         East    Units  Estimated Accuracy
 CM1142;SPC AL E     -   192,300.      192,490.      MT  (+/- 180 meters Scaled)
 CM1142
 CM1142                          SUPERSEDED SURVEY CONTROL
 CM1142
 CM1142  NGVD 29 (??/??/92)   81.048  (m)          265.90   (f) ADJ UNCH    2 0
 CM1142
 CM1142.Superseded values are not recommended for survey control.
 CM1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1142.See file dsdata.txt to determine how the superseded data were derived.
 CM1142
 CM1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA024669(NAD 83)
 CM1142_MARKER: DB = BENCH MARK DISK
 CM1142_SETTING: 0 = UNSPECIFIED SETTING
 CM1142_STAMPING: B 30 1934
 CM1142_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1142
 CM1142  HISTORY     - Date     Condition        Report By
 CM1142  HISTORY     - 1934     MONUMENTED       CGS
 CM1142  HISTORY     - 1971     POOR             USGS
 CM1142
 CM1142                          STATION DESCRIPTION
 CM1142
 CM1142'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1142'1.7 MI W FROM FITZPATRICK.
 CM1142'ALONG THE RIGHT OF WAY OF THE CENTRAL OF GEORGIA RAILWAY, 41 1/2
 CM1142'RAIL LENGTHS, APPROXIMATELY 455 YARDS WEST OF MILE POST S 387,
 CM1142'M 27, 22 FEET WEST OF PRIVATE RAILROAD CROSSING, 18 FEET SOUTH OF
 CM1142'TRACK.
 CM1142
 CM1142                          STATION RECOVERY (1971)
 CM1142
 CM1142'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM1142'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0396 ***********************************************************************
 CN0396  DESIGNATION -  B 300
 CN0396  PID         -  CN0396
 CN0396  STATE/COUNTY-  AL/MONTGOMERY
 CN0396  USGS QUAD   -  SNOWDOUN (1985)
 CN0396
 CN0396                         *CURRENT SURVEY CONTROL
 CN0396  ___________________________________________________________________
 CN0396* NAD 83(1986)-  32 13 06.     (N)    086 17 36.     (W)     SCALED    
 CN0396* NAVD 88     -        77.346  (meters)     253.76   (feet)  ADJUSTED  
 CN0396  ___________________________________________________________________
 CN0396  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CN0396  DYNAMIC HT  -          77.257 (meters)     253.47  (feet)  COMP
 CN0396  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 CN0396
 CN0396  VERT ORDER  -  FIRST     CLASS I
 CN0396
 CN0396.The horizontal coordinates were scaled from a topographic map and have
 CN0396.an estimated accuracy of +/- 6 seconds.
 CN0396
 CN0396.The orthometric height was determined by differential leveling
 CN0396.and adjusted by the National Geodetic Survey in June 1991..
 CN0396.WARNING-Repeat measurements at this control monument indicate possible
 CN0396.vertical movement.
 CN0396
 CN0396.The geoid height was determined by GEOID03.
 CN0396
 CN0396.The dynamic height is computed by dividing the NAVD 88
 CN0396.geopotential number by the normal gravity value computed on the
 CN0396.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0396.degrees latitude (g = 980.6199 gals.).
 CN0396
 CN0396.The modeled gravity was interpolated from observed gravity values.
 CN0396
 CN0396;                    North         East    Units  Estimated Accuracy
 CN0396;SPC AL E     -   190,610.      156,640.      MT  (+/- 180 meters Scaled)
 CN0396
 CN0396                          SUPERSEDED SURVEY CONTROL
 CN0396
 CN0396  NGVD 29 (??/??/92)   77.326  (m)          253.69   (f) ADJ UNCH    1 1
 CN0396
 CN0396.Superseded values are not recommended for survey control.
 CN0396.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0396.See file dsdata.txt to determine how the superseded data were derived.
 CN0396
 CN0396_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA665648(NAD 83)
 CN0396_MARKER: DB = BENCH MARK DISK
 CN0396_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0396_SP_SET: CULVERT
 CN0396_STAMPING: B 300 1949
 CN0396_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0396
 CN0396  HISTORY     - Date     Condition        Report By
 CN0396  HISTORY     - 1949     MONUMENTED       CGS
 CN0396  HISTORY     - 1967     GOOD             NGS
 CN0396
 CN0396                          STATION DESCRIPTION
 CN0396
 CN0396'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0396'1.6 MI S FROM SNOWDOUN.
 CN0396'ABOUT 1.6 MILES SOUTH ALONG U. S. HIGHWAY 331 FROM THE BLACK TOPPED
 CN0396'ROAD CROSSING AT SNOWDOUN, 80 YARDS NORTHWEST OF THE NORTH END OF THE
 CN0396'HIGHWAY OVERPASS OVER THE SEABOARD COAST LINE RAILROAD, SET ON THE TOP
 CN0396'OF THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 10-FOOT BOX
 CN0396'CULVERT WITH WING WALL UNDER THE HIGHWAY, 56 FEET WEST OF THE CENTER
 CN0396'LINE OF THE HIGHWAY AND ABOUT 12 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0674 ***********************************************************************
 CN0674  DESIGNATION -  B 301
 CN0674  PID         -  CN0674
 CN0674  STATE/COUNTY-  AL/LOWNDES
 CN0674  USGS QUAD   -  LETOHATCHEE (1985)
 CN0674
 CN0674                         *CURRENT SURVEY CONTROL
 CN0674  ___________________________________________________________________
 CN0674* NAD 83(1986)-  32 14 22.     (N)    086 24 45.     (W)     SCALED    
 CN0674* NAVD 88     -        60.296  (meters)     197.82   (feet)  ADJUSTED  
 CN0674  ___________________________________________________________________
 CN0674  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CN0674  DYNAMIC HT  -          60.227 (meters)     197.59  (feet)  COMP
 CN0674  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CN0674
 CN0674  VERT ORDER  -  SECOND    CLASS 0
 CN0674
 CN0674.The horizontal coordinates were scaled from a topographic map and have
 CN0674.an estimated accuracy of +/- 6 seconds.
 CN0674
 CN0674.The orthometric height was determined by differential leveling
 CN0674.and adjusted by the National Geodetic Survey in June 1991..
 CN0674
 CN0674.The geoid height was determined by GEOID03.
 CN0674
 CN0674.The dynamic height is computed by dividing the NAVD 88
 CN0674.geopotential number by the normal gravity value computed on the
 CN0674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0674.degrees latitude (g = 980.6199 gals.).
 CN0674
 CN0674.The modeled gravity was interpolated from observed gravity values.
 CN0674
 CN0674;                    North         East    Units  Estimated Accuracy
 CN0674;SPC AL W     -   248,790.      702,490.      MT  (+/- 180 meters Scaled)
 CN0674
 CN0674                          SUPERSEDED SURVEY CONTROL
 CN0674
 CN0674  NGVD 29 (??/??/92)   60.284  (m)          197.78   (f) ADJ UNCH    2 0
 CN0674
 CN0674.Superseded values are not recommended for survey control.
 CN0674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0674.See file dsdata.txt to determine how the superseded data were derived.
 CN0674
 CN0674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA553671(NAD 83)
 CN0674_MARKER: DB = BENCH MARK DISK
 CN0674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0674_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0674_STAMPING: B 301 1949
 CN0674_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0674+STABILITY: SURFACE MOTION
 CN0674
 CN0674  HISTORY     - Date     Condition        Report By
 CN0674  HISTORY     - 1949     MONUMENTED       CGS
 CN0674  HISTORY     - 1962     GOOD             NGS
 CN0674
 CN0674                          STATION DESCRIPTION
 CN0674
 CN0674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CN0674'3.0 MI SW FROM HOPE HULL.
 CN0674'THE MARK IS LOCATED ABOUT 0.2 MILE WEST ALONG A GRAVELED ROAD FROM THE
 CN0674'POST OFFICE AT HOPE HULL, THENCE 2.8 MILES SOUTHWEST ALONG A GRAVELED
 CN0674'ROAD, ABOUT 0.35 MILE SOUTHWEST OF THE NEW BRIDGE OVER PINTLALLA CREEK
 CN0674'AND THE MONTGOMERY-LOWNDES COUNTY LINE, 38 FEET SOUTHEAST OF THE
 CN0674'CENTER OF THE OLD GRAVELED ROAD, 83 FEET NORTHWEST OF THE CENTER OF
 CN0674'THE NEW ROAD AT STATION 650-00, OPPOSITE THE CENTER OF A FIELD ROAD
 CN0674'LEADING NORTHWEST, AT THE NORTHWEST CORNER OF A PASTURE. IT IS A
 CN0674'STANDARD DISK, STAMPED B 301 1949, SET IN THE TOP OF A 12-INCH ROUND
 CN0674'CONCRETE POST PROJECTING 2 INCHES.  IT IS 1 FOOT NORTHWEST OF A METAL
 CN0674'WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0843 ***********************************************************************
 CN0843  DESIGNATION -  B 303
 CN0843  PID         -  CN0843
 CN0843  STATE/COUNTY-  AL/LOWNDES
 CN0843  USGS QUAD   -  HAYNEVILLE (1981)
 CN0843
 CN0843                         *CURRENT SURVEY CONTROL
 CN0843  ___________________________________________________________________
 CN0843* NAD 83(1986)-  32 12 33.     (N)    086 35 22.     (W)     SCALED    
 CN0843* NAVD 88     -        71.218  (meters)     233.65   (feet)  ADJUSTED  
 CN0843  ___________________________________________________________________
 CN0843  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CN0843  DYNAMIC HT  -          71.136 (meters)     233.39  (feet)  COMP
 CN0843  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 CN0843
 CN0843  VERT ORDER  -  SECOND    CLASS 0
 CN0843
 CN0843.The horizontal coordinates were scaled from a topographic map and have
 CN0843.an estimated accuracy of +/- 6 seconds.
 CN0843
 CN0843.The orthometric height was determined by differential leveling
 CN0843.and adjusted by the National Geodetic Survey in June 1991..
 CN0843
 CN0843.The geoid height was determined by GEOID03.
 CN0843
 CN0843.The dynamic height is computed by dividing the NAVD 88
 CN0843.geopotential number by the normal gravity value computed on the
 CN0843.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0843.degrees latitude (g = 980.6199 gals.).
 CN0843
 CN0843.The modeled gravity was interpolated from observed gravity values.
 CN0843
 CN0843;                    North         East    Units  Estimated Accuracy
 CN0843;SPC AL W     -   245,280.      685,840.      MT  (+/- 180 meters Scaled)
 CN0843
 CN0843                          SUPERSEDED SURVEY CONTROL
 CN0843
 CN0843  NGVD 29 (??/??/92)   71.198  (m)          233.59   (f) ADJ UNCH    2 0
 CN0843
 CN0843.Superseded values are not recommended for survey control.
 CN0843.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0843.See file dsdata.txt to determine how the superseded data were derived.
 CN0843
 CN0843_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA386636(NAD 83)
 CN0843_MARKER: DB = BENCH MARK DISK
 CN0843_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0843_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0843_STAMPING: B 303 1949
 CN0843_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0843+STABILITY: SURFACE MOTION
 CN0843
 CN0843  HISTORY     - Date     Condition        Report By
 CN0843  HISTORY     - 1949     MONUMENTED       CGS
 CN0843
 CN0843                          STATION DESCRIPTION
 CN0843
 CN0843'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0843'1.8 MI N FROM HAYNEVILLE.
 CN0843'ABOUT 1.8 MILES NORTH ALONG STATE HIGHWAY 97 FROM THE COURT HOUSE
 CN0843'SQUARE AT HAYNEVILLE, ABOUT 0.8 MILE SOUTH OF A DIM ROAD WEST, 85
 CN0843'YARDS NORTH OF THE BOTTOM OF GRADES AND A 4-FOOT PIPE CULVERT, ABOUT
 CN0843'115 YARDS SOUTH OF THE TOP OF A GRADE, 60 FEET EAST OF THE CENTER LINE
 CN0843'OF THE HIGHWAY, 1 FOOT WEST OF A FENCE LINE, 46 FEET NORTH OF THE
 CN0843'CENTER OF A DRIVE EAST TO A PASTURE, 2 FEET SOUTH OF A WHITE WOODEN
 CN0843'WITNESS POST, 2 1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 CN0843'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0979 ***********************************************************************
 CN0979  DESIGNATION -  B 304
 CN0979  PID         -  CN0979
 CN0979  STATE/COUNTY-  AL/LOWNDES
 CN0979  USGS QUAD   -  COLLIRENE (1987)
 CN0979
 CN0979                         *CURRENT SURVEY CONTROL
 CN0979  ___________________________________________________________________
 CN0979* NAD 83(1986)-  32 09 05.     (N)    086 51 16.     (W)     SCALED    
 CN0979* NAVD 88     -        83.532  (meters)     274.05   (feet)  ADJUSTED  
 CN0979  ___________________________________________________________________
 CN0979  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 CN0979  DYNAMIC HT  -          83.436 (meters)     273.74  (feet)  COMP
 CN0979  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 CN0979
 CN0979  VERT ORDER  -  SECOND    CLASS 0
 CN0979
 CN0979.The horizontal coordinates were scaled from a topographic map and have
 CN0979.an estimated accuracy of +/- 6 seconds.
 CN0979
 CN0979.The orthometric height was determined by differential leveling
 CN0979.and adjusted by the National Geodetic Survey in June 1991..
 CN0979
 CN0979.The geoid height was determined by GEOID03.
 CN0979
 CN0979.The dynamic height is computed by dividing the NAVD 88
 CN0979.geopotential number by the normal gravity value computed on the
 CN0979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0979.degrees latitude (g = 980.6199 gals.).
 CN0979
 CN0979.The modeled gravity was interpolated from observed gravity values.
 CN0979
 CN0979;                    North         East    Units  Estimated Accuracy
 CN0979;SPC AL W     -   238,690.      660,900.      MT  (+/- 180 meters Scaled)
 CN0979
 CN0979                          SUPERSEDED SURVEY CONTROL
 CN0979
 CN0979  NGVD 29 (??/??/92)   83.491  (m)          273.92   (f) ADJ UNCH    2 0
 CN0979
 CN0979.Superseded values are not recommended for survey control.
 CN0979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0979.See file dsdata.txt to determine how the superseded data were derived.
 CN0979
 CN0979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA137572(NAD 83)
 CN0979_MARKER: DB = BENCH MARK DISK
 CN0979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0979_STAMPING: B 304 1949
 CN0979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0979+STABILITY: SURFACE MOTION
 CN0979
 CN0979  HISTORY     - Date     Condition        Report By
 CN0979  HISTORY     - 1949     MONUMENTED       CGS
 CN0979
 CN0979                          STATION DESCRIPTION
 CN0979
 CN0979'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0979'3.7 MI E FROM PLEASANT HILL.
 CN0979'ABOUT 3.7 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 CN0979'PLEASANT HILL, ABOUT 0.75 MILE WEST OF THE T JUNCTION OF A NORTH-SOUTH
 CN0979'ROAD, 48 FEET NORTH OF THE CENTER LINE OF THE ROAD, 80 FEET NORTHEAST
 CN0979'OF THE TOP OF A GRADE, 21 FEET EAST OF THE CENTER LINE OF A TRAIL
 CN0979'NORTH, 87 FEET SOUTHEAST OF THE SOUTHEAST PORCH CORNER OF A FARM
 CN0979'HOUSE, 5 FEET SOUTH OF A 10-INCH PINE TREE, 2 FEET SOUTHEAST OF A
 CN0979'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TOP OF GRADE AND SET
 CN0979'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1438 ***********************************************************************
 CN1438  DESIGNATION -  B 305
 CN1438  PID         -  CN1438
 CN1438  STATE/COUNTY-  AL/AUTAUGA
 CN1438  USGS QUAD   -  MILTON (1982)
 CN1438
 CN1438                         *CURRENT SURVEY CONTROL
 CN1438  ___________________________________________________________________
 CN1438* NAD 83(1986)-  32 31 35.     (N)    086 47 25.     (W)     SCALED    
 CN1438* NAVD 88     -       145.783  (meters)     478.29   (feet)  ADJUSTED  
 CN1438  ___________________________________________________________________
 CN1438  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CN1438  DYNAMIC HT  -         145.615 (meters)     477.74  (feet)  COMP
 CN1438  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 CN1438
 CN1438  VERT ORDER  -  SECOND    CLASS 0
 CN1438
 CN1438.The horizontal coordinates were scaled from a topographic map and have
 CN1438.an estimated accuracy of +/- 6 seconds.
 CN1438
 CN1438.The orthometric height was determined by differential leveling
 CN1438.and adjusted by the National Geodetic Survey in June 1991..
 CN1438
 CN1438.The geoid height was determined by GEOID03.
 CN1438
 CN1438.The dynamic height is computed by dividing the NAVD 88
 CN1438.geopotential number by the normal gravity value computed on the
 CN1438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1438.degrees latitude (g = 980.6199 gals.).
 CN1438
 CN1438.The modeled gravity was interpolated from observed gravity values.
 CN1438
 CN1438;                    North         East    Units  Estimated Accuracy
 CN1438;SPC AL W     -   280,310.      666,670.      MT  (+/- 180 meters Scaled)
 CN1438
 CN1438                          SUPERSEDED SURVEY CONTROL
 CN1438
 CN1438  NGVD 29 (??/??/92)  145.744  (m)          478.16   (f) ADJ UNCH    2 0
 CN1438
 CN1438.Superseded values are not recommended for survey control.
 CN1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1438.See file dsdata.txt to determine how the superseded data were derived.
 CN1438
 CN1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA196988(NAD 83)
 CN1438_MARKER: DB = BENCH MARK DISK
 CN1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1438_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1438_STAMPING: B 305 1949
 CN1438_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1438+STABILITY: SURFACE MOTION
 CN1438
 CN1438  HISTORY     - Date     Condition        Report By
 CN1438  HISTORY     - 1949     MONUMENTED       CGS
 CN1438  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN1438
 CN1438                          STATION DESCRIPTION
 CN1438
 CN1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1438'5.7 MI SE FROM MILTON.
 CN1438'ABOUT 3.4 MILES EAST ALONG A GRAVEL ROAD LEADING TO INDEPENDENCE FROM
 CN1438'THE BAPTIST CHURCH AT MILTON, THENCE ABOUT 2.3 MILES SOUTHWEST ALONG A
 CN1438'GRAVEL ROAD, ABOUT 0.3 MILE SOUTHWEST OF THE JUNCTION OF A ROAD EAST,
 CN1438'AT THE CROSSING OF A GAS PIPE LINE, 47 FEET NORTHWEST OF THE CENTER
 CN1438'LINE OF THE ROAD, 27 1/2 FEET NORTHWEST OF THE NORTHEAST SUPPORT FOR
 CN1438'AN EMERGENCY PIPE FOR PIPE LINE, 24 FEET SOUTHWEST OF A POWER POLE,
 CN1438'DIRECTLY UNDER THE POWER LINE, 24 FEET NORTHEAST OF THE CENTER LINE OF
 CN1438'A DIM ROAD LEADING WEST, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 CN1438'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN1438'CONCRETE POST PROJECTING 3 INCHES.
 CN1438
 CN1438                          STATION RECOVERY (1979)
 CN1438
 CN1438'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN1438'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2122 ***********************************************************************
 CN2122  DESIGNATION -  B 306
 CN2122  PID         -  CN2122
 CN2122  STATE/COUNTY-  AL/DALLAS
 CN2122  USGS QUAD   -  BLACKWELL BEND (1987)
 CN2122
 CN2122                         *CURRENT SURVEY CONTROL
 CN2122  ___________________________________________________________________
 CN2122* NAD 83(1986)-  32 18 53.     (N)    087 06 31.     (W)     SCALED    
 CN2122* NAVD 88     -        34.096  (meters)     111.86   (feet)  ADJUSTED  
 CN2122  ___________________________________________________________________
 CN2122  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CN2122  DYNAMIC HT  -          34.057 (meters)     111.74  (feet)  COMP
 CN2122  MODELED GRAV-     979,505.0   (mgal)                       NAVD 88
 CN2122
 CN2122  VERT ORDER  -  SECOND    CLASS 0
 CN2122
 CN2122.The horizontal coordinates were scaled from a topographic map and have
 CN2122.an estimated accuracy of +/- 6 seconds.
 CN2122
 CN2122.The orthometric height was determined by differential leveling
 CN2122.and adjusted by the National Geodetic Survey in June 1991..
 CN2122
 CN2122.The geoid height was determined by GEOID03.
 CN2122
 CN2122.The dynamic height is computed by dividing the NAVD 88
 CN2122.geopotential number by the normal gravity value computed on the
 CN2122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2122.degrees latitude (g = 980.6199 gals.).
 CN2122
 CN2122.The modeled gravity was interpolated from observed gravity values.
 CN2122
 CN2122;                    North         East    Units  Estimated Accuracy
 CN2122;SPC AL W     -   256,690.      636,850.      MT  (+/- 180 meters Scaled)
 CN2122
 CN2122                          SUPERSEDED SURVEY CONTROL
 CN2122
 CN2122  NGVD 29 (??/??/92)   34.053  (m)          111.72   (f) ADJ UNCH    2 0
 CN2122
 CN2122.Superseded values are not recommended for survey control.
 CN2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2122.See file dsdata.txt to determine how the superseded data were derived.
 CN2122
 CN2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA897753(NAD 83)
 CN2122_MARKER: DB = BENCH MARK DISK
 CN2122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2122_STAMPING: B 306 1949
 CN2122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2122+STABILITY: SURFACE MOTION
 CN2122
 CN2122  HISTORY     - Date     Condition        Report By
 CN2122  HISTORY     - 1949     MONUMENTED       CGS
 CN2122  HISTORY     - 1970     GOOD             NGS
 CN2122
 CN2122                          STATION DESCRIPTION
 CN2122
 CN2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CN2122'0.85 MI SW FROM CAHABA.
 CN2122'ABOUT 0.85 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE JUNCTION
 CN2122'WITH A BLACK TOP ROAD LEADING EAST TO THE FERRY AT CAHABA, 1.0 MILE
 CN2122'NORTHEAST OF A ROAD LEADING NORTH, IN THE SOUTHEAST ANGLE OF THE
 CN2122'JUNCTION WITH A ROAD LEADING SOUTH TO THE AIRPORT, 40 FEET EAST OF THE
 CN2122'CENTER OF THE ROAD LEADING TO THE FURNESS AIRPORT, 38 FEET SOUTH OF
 CN2122'THE CENTER OF THE ROAD, 38 FEET NORTHEAST OF A POWER POLE WITH A
 CN2122'BRANCH LINE LEADING SOUTH, 8 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 CN2122'NORTH OF A FENCE LINE AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS
 CN2122'A DISK SET IN THE TOP OF A CONCRETE POST 10-INCHES IN DIAMETER
 CN2122'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2148 ***********************************************************************
 CN2148  DESIGNATION -  B 307
 CN2148  PID         -  CN2148
 CN2148  STATE/COUNTY-  AL/DALLAS
 CN2148  USGS QUAD   -  TASSO (1987)
 CN2148
 CN2148                         *CURRENT SURVEY CONTROL
 CN2148  ___________________________________________________________________
 CN2148* NAD 83(1986)-  32 12 13.     (N)    087 09 41.     (W)     SCALED    
 CN2148* NAVD 88     -        34.218  (meters)     112.26   (feet)  ADJUSTED  
 CN2148  ___________________________________________________________________
 CN2148  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CN2148  DYNAMIC HT  -          34.179 (meters)     112.14  (feet)  COMP
 CN2148  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 CN2148
 CN2148  VERT ORDER  -  SECOND    CLASS 0
 CN2148
 CN2148.The horizontal coordinates were scaled from a topographic map and have
 CN2148.an estimated accuracy of +/- 6 seconds.
 CN2148
 CN2148.The orthometric height was determined by differential leveling
 CN2148.and adjusted by the National Geodetic Survey in June 1991..
 CN2148
 CN2148.The geoid height was determined by GEOID03.
 CN2148
 CN2148.The dynamic height is computed by dividing the NAVD 88
 CN2148.geopotential number by the normal gravity value computed on the
 CN2148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2148.degrees latitude (g = 980.6199 gals.).
 CN2148
 CN2148.The modeled gravity was interpolated from observed gravity values.
 CN2148
 CN2148;                    North         East    Units  Estimated Accuracy
 CN2148;SPC AL W     -   244,350.      631,920.      MT  (+/- 180 meters Scaled)
 CN2148
 CN2148                          SUPERSEDED SURVEY CONTROL
 CN2148
 CN2148  NGVD 29 (??/??/92)   34.176  (m)          112.13   (f) ADJ UNCH    2 0
 CN2148
 CN2148.Superseded values are not recommended for survey control.
 CN2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2148.See file dsdata.txt to determine how the superseded data were derived.
 CN2148
 CN2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA847630(NAD 83)
 CN2148_MARKER: DB = BENCH MARK DISK
 CN2148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2148_STAMPING: B 307 1949
 CN2148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2148+STABILITY: SURFACE MOTION
 CN2148
 CN2148  HISTORY     - Date     Condition        Report By
 CN2148  HISTORY     - 1949     MONUMENTED       CGS
 CN2148
 CN2148                          STATION DESCRIPTION
 CN2148
 CN2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN2148'5.55 MI NE FROM PINE BELT.
 CN2148'ABOUT 3.0 MILE EAST ALONG A GRAVEL ROAD FROM THE STORE BUILDING AT
 CN2148'PINE BELT, THENCE ABOUT 2.55 MILES NORTHWEST ALONG A GRAVEL ROAD,
 CN2148'ABOUT 1.45 MILES NORTHWEST OF CHEERFUL SCHOOL (COLORED), AT THE
 CN2148'JUNCTION OF A ROAD SOUTH AND A CURVE IN THE ROAD WITH TANGENTS
 CN2148'EAST-SOUTHEAST AND NORTHWEST, 124 FEET SOUTH OF THE CENTER OF THE
 CN2148'JUNCTION, 75 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD
 CN2148'EAST-SOUTHEAST, 30 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 40
 CN2148'FEET SOUTH-SOUTHWEST OF A 30-INCH OAK TREE, 32 FEET SOUTHEAST OF A
 CN2148'32-INCH OAK TREE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 CN2148'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN2148'PROJECTING 3 INCHES. NOTE-- MARK MAY BE REACHED FROM ORRVILLE BY GOING
 CN2148'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 22 FROM THE BAPTIST CHURCH,
 CN2148'THENCE ABOUT 4.05 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT
 CN2148'0.85 MILE SOUTH AND ABOUT 5.05 MILES SOUTH-SOUTHEAST ALONG A GRAVEL
 CN2148'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0944 ***********************************************************************
 CN0944  DESIGNATION -  B 308
 CN0944  PID         -  CN0944
 CN0944  STATE/COUNTY-  AL/DALLAS
 CN0944  USGS QUAD   -  SARDIS (1982)
 CN0944
 CN0944                         *CURRENT SURVEY CONTROL
 CN0944  ___________________________________________________________________
 CN0944* NAD 83(1986)-  32 17 04.     (N)    086 58 21.     (W)     SCALED    
 CN0944* NAVD 88     -        77.588  (meters)     254.55   (feet)  ADJUSTED  
 CN0944  ___________________________________________________________________
 CN0944  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CN0944  DYNAMIC HT  -          77.499 (meters)     254.26  (feet)  COMP
 CN0944  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 CN0944
 CN0944  VERT ORDER  -  SECOND    CLASS 0
 CN0944
 CN0944.The horizontal coordinates were scaled from a topographic map and have
 CN0944.an estimated accuracy of +/- 6 seconds.
 CN0944
 CN0944.The orthometric height was determined by differential leveling
 CN0944.and adjusted by the National Geodetic Survey in June 1991..
 CN0944
 CN0944.The geoid height was determined by GEOID03.
 CN0944
 CN0944.The dynamic height is computed by dividing the NAVD 88
 CN0944.geopotential number by the normal gravity value computed on the
 CN0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0944.degrees latitude (g = 980.6199 gals.).
 CN0944
 CN0944.The modeled gravity was interpolated from observed gravity values.
 CN0944
 CN0944;                    North         East    Units  Estimated Accuracy
 CN0944;SPC AL W     -   253,390.      649,690.      MT  (+/- 180 meters Scaled)
 CN0944
 CN0944                          SUPERSEDED SURVEY CONTROL
 CN0944
 CN0944  NGVD 29 (??/??/92)   77.541  (m)          254.40   (f) ADJ UNCH    2 0
 CN0944
 CN0944.Superseded values are not recommended for survey control.
 CN0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0944.See file dsdata.txt to determine how the superseded data were derived.
 CN0944
 CN0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA025719(NAD 83)
 CN0944_MARKER: DB = BENCH MARK DISK
 CN0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0944_STAMPING: B 308 1949
 CN0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0944+STABILITY: SURFACE MOTION
 CN0944
 CN0944  HISTORY     - Date     Condition        Report By
 CN0944  HISTORY     - 1949     MONUMENTED       CGS
 CN0944
 CN0944                          STATION DESCRIPTION
 CN0944
 CN0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0944'0.9 MI E FROM SARDIS.
 CN0944'ABOUT 0.9 MILE EAST ALONG A GRAVEL ROAD LEADING TO POLK FROM THE POST
 CN0944'OFFICE AT SARDIS, ABOUT 1.05 MILES EAST ALONG A GRAVEL ROAD FROM THE
 CN0944'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AND FLAG STATION AT
 CN0944'SARDIS, ABOUT 0.85 MILE EAST OF THE INTERSECTION OF STATE HIGHWAY 43,
 CN0944'456 FEET WEST OF THE CENTER OF THE JUNCTION OF A ROAD SOUTH, 169 FEET
 CN0944'SOUTHEAST OF THE SOUTHEAST CORNER OF A WHITE FARM HOUSE, 47 FEET NORTH
 CN0944'OF THE CENTER LINE OF THE ROAD, 20 FEET WEST-NORTHWEST OF A 24-INCH
 CN0944'OAK TREE, 5 FEET EAST-SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET EAST
 CN0944'OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE ROAD AND SET IN
 CN0944'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0953 ***********************************************************************
 CN0953  DESIGNATION -  B 309
 CN0953  PID         -  CN0953
 CN0953  STATE/COUNTY-  AL/DALLAS
 CN0953  USGS QUAD   -  SARDIS (1982)
 CN0953
 CN0953                         *CURRENT SURVEY CONTROL
 CN0953  ___________________________________________________________________
 CN0953* NAD 83(1986)-  32 17 55.     (N)    086 53 11.     (W)     SCALED    
 CN0953* NAVD 88     -        63.942  (meters)     209.78   (feet)  ADJUSTED  
 CN0953  ___________________________________________________________________
 CN0953  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CN0953  DYNAMIC HT  -          63.869 (meters)     209.54  (feet)  COMP
 CN0953  MODELED GRAV-     979,491.1   (mgal)                       NAVD 88
 CN0953
 CN0953  VERT ORDER  -  SECOND    CLASS 0
 CN0953
 CN0953.The horizontal coordinates were scaled from a topographic map and have
 CN0953.an estimated accuracy of +/- 6 seconds.
 CN0953
 CN0953.The orthometric height was determined by differential leveling
 CN0953.and adjusted by the National Geodetic Survey in June 1991..
 CN0953
 CN0953.The geoid height was determined by GEOID03.
 CN0953
 CN0953.The dynamic height is computed by dividing the NAVD 88
 CN0953.geopotential number by the normal gravity value computed on the
 CN0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0953.degrees latitude (g = 980.6199 gals.).
 CN0953
 CN0953.The modeled gravity was interpolated from observed gravity values.
 CN0953
 CN0953;                    North         East    Units  Estimated Accuracy
 CN0953;SPC AL W     -   255,000.      657,790.      MT  (+/- 180 meters Scaled)
 CN0953
 CN0953                          SUPERSEDED SURVEY CONTROL
 CN0953
 CN0953  NGVD 29 (??/??/92)   63.907  (m)          209.67   (f) ADJ UNCH    2 0
 CN0953
 CN0953.Superseded values are not recommended for survey control.
 CN0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0953.See file dsdata.txt to determine how the superseded data were derived.
 CN0953
 CN0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA106735(NAD 83)
 CN0953_MARKER: DB = BENCH MARK DISK
 CN0953_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0953_SP_SET: CULVERT
 CN0953_STAMPING: B 309 1949
 CN0953_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0953
 CN0953  HISTORY     - Date     Condition        Report By
 CN0953  HISTORY     - 1949     MONUMENTED       CGS
 CN0953
 CN0953                          STATION DESCRIPTION
 CN0953
 CN0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0953'2.9 MI N FROM POLK.
 CN0953'ABOUT 2.9 MILES NORTH ALONG A COUNTY ROAD FROM THE CROSSROADS AT POLK,
 CN0953'ABOUT 1.25 MILES SOUTH OF THE INTERSECTION OF U.S. HIGHWAY 80, SET IN
 CN0953'THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 14-FOOT CONCRETE
 CN0953'CULVERT WITH PARTITION, 16.5 FEET WEST OF THE CENTER LINE OF THE ROAD
 CN0953'AND ABOUT 1/2 FOOT BELOW ROAD LEVEL.  NOTE-- MARK IS ABOUT 3.1 MILES
 CN0953'SOUTH ALONG A COUNTY ROAD FROM THE WESTERN OF ALABAMA RAILWAY STATION
 CN0953'AT TYLER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0103 ***********************************************************************
 CN0103  DESIGNATION -  B 31
 CN0103  PID         -  CN0103
 CN0103  STATE/COUNTY-  AL/AUTAUGA
 CN0103  USGS QUAD   -  MARBURY (1987)
 CN0103
 CN0103                         *CURRENT SURVEY CONTROL
 CN0103  ___________________________________________________________________
 CN0103* NAD 83(1986)-  32 38 56.     (N)    086 26 58.     (W)     SCALED    
 CN0103* NAVD 88     -       109.059  (meters)     357.80   (feet)  ADJUSTED  
 CN0103  ___________________________________________________________________
 CN0103  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CN0103  DYNAMIC HT  -         108.934 (meters)     357.39  (feet)  COMP
 CN0103  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 CN0103
 CN0103  VERT ORDER  -  SECOND    CLASS 0
 CN0103
 CN0103.The horizontal coordinates were scaled from a topographic map and have
 CN0103.an estimated accuracy of +/- 6 seconds.
 CN0103
 CN0103.The orthometric height was determined by differential leveling
 CN0103.and adjusted by the National Geodetic Survey in June 1991..
 CN0103
 CN0103.The geoid height was determined by GEOID03.
 CN0103
 CN0103.The dynamic height is computed by dividing the NAVD 88
 CN0103.geopotential number by the normal gravity value computed on the
 CN0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0103.degrees latitude (g = 980.6199 gals.).
 CN0103
 CN0103.The modeled gravity was interpolated from observed gravity values.
 CN0103
 CN0103;                    North         East    Units  Estimated Accuracy
 CN0103;SPC AL W     -   294,160.      698,560.      MT  (+/- 180 meters Scaled)
 CN0103
 CN0103                          SUPERSEDED SURVEY CONTROL
 CN0103
 CN0103  NGVD 29 (??/??/92)  109.03   (m)          357.7    (f) COMPUTED    2 0
 CN0103
 CN0103.Superseded values are not recommended for survey control.
 CN0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0103.See file dsdata.txt to determine how the superseded data were derived.
 CN0103
 CN0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB516124(NAD 83)
 CN0103_MARKER: DB = BENCH MARK DISK
 CN0103_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0103_SP_SET: CONCRETE BOX
 CN0103_STAMPING: B 31 1934
 CN0103_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0103
 CN0103  HISTORY     - Date     Condition        Report By
 CN0103  HISTORY     - 1934     MONUMENTED       CGS
 CN0103  HISTORY     - 1943     MARK NOT FOUND   LOCENG
 CN0103
 CN0103                          STATION DESCRIPTION
 CN0103
 CN0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0103'1.8 MI SE FROM WADSWORTH.
 CN0103'ALONG THE RIGHT OF WAY OF THE LOUISVILLE AND NASHVILLE RAILROAD 13 1/4
 CN0103'RAILS, APPROXIMATELY 172 YARDS NORTHWEST OF MILEPOST L 465.  3 1/2
 CN0103'RAILS SOUTHEAST OF SMALL CONCRETE BATTERY BOX (FOR ELECTRIC RAILROAD
 CN0103'SIGNALS).  45 FEET NORTHEAST OF THE TRACK.
 CN0103
 CN0103                          STATION RECOVERY (1943)
 CN0103
 CN0103'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 CN0103'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0104 ***********************************************************************
 CN0104  DESIGNATION -  B 31 RESET
 CN0104  PID         -  CN0104
 CN0104  STATE/COUNTY-  AL/AUTAUGA
 CN0104  USGS QUAD   -  MARBURY (1987)
 CN0104
 CN0104                         *CURRENT SURVEY CONTROL
 CN0104  ___________________________________________________________________
 CN0104* NAD 83(1986)-  32 39 22.     (N)    086 27 16.     (W)     SCALED    
 CN0104* NAVD 88     -       111.103  (meters)     364.51   (feet)  ADJUSTED  
 CN0104  ___________________________________________________________________
 CN0104  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN0104  DYNAMIC HT  -         110.975 (meters)     364.09  (feet)  COMP
 CN0104  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CN0104
 CN0104  VERT ORDER  -  SECOND    CLASS 0
 CN0104
 CN0104.The horizontal coordinates were scaled from a topographic map and have
 CN0104.an estimated accuracy of +/- 6 seconds.
 CN0104
 CN0104.The orthometric height was determined by differential leveling
 CN0104.and adjusted by the National Geodetic Survey in June 1991..
 CN0104
 CN0104.The geoid height was determined by GEOID03.
 CN0104
 CN0104.The dynamic height is computed by dividing the NAVD 88
 CN0104.geopotential number by the normal gravity value computed on the
 CN0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0104.degrees latitude (g = 980.6199 gals.).
 CN0104
 CN0104.The modeled gravity was interpolated from observed gravity values.
 CN0104
 CN0104;                    North         East    Units  Estimated Accuracy
 CN0104;SPC AL W     -   294,960.      698,080.      MT  (+/- 180 meters Scaled)
 CN0104
 CN0104                          SUPERSEDED SURVEY CONTROL
 CN0104
 CN0104  NGVD 29 (??/??/92)  111.08   (m)          364.4    (f) COMPUTED    2 0
 CN0104
 CN0104.Superseded values are not recommended for survey control.
 CN0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0104.See file dsdata.txt to determine how the superseded data were derived.
 CN0104
 CN0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB511132(NAD 83)
 CN0104_MARKER: DB = BENCH MARK DISK
 CN0104_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0104_SP_SET: CULVERT
 CN0104_STAMPING: B 31 RESET 1943
 CN0104_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0104
 CN0104  HISTORY     - Date     Condition        Report By
 CN0104  HISTORY     - 1943     MONUMENTED       CGS
 CN0104
 CN0104                          STATION DESCRIPTION
 CN0104
 CN0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0104'1.1 MI SE FROM WADSWORTH.
 CN0104'ABOUT 1.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 CN0104'FROM THE STATION AT WADSWORTH.  SET IN THE NORTHEAST QUARTER OF THE
 CN0104'FIRST CROSSING SOUTH OF MILE POST 464, IN THE NORTH END OF A CONCRETE
 CN0104'RETAINING WALL.  43 FEET NORTH OF THE CENTER-LINE OF THE ROAD, 20 FEET
 CN0104'EAST OF THE EAST RAIL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1870 ***********************************************************************
 CN1870  DESIGNATION -  B 310
 CN1870  PID         -  CN1870
 CN1870  STATE/COUNTY-  AL/DALLAS
 CN1870  USGS QUAD   -  MARION JUNCTION (1987)
 CN1870
 CN1870                         *CURRENT SURVEY CONTROL
 CN1870  ___________________________________________________________________
 CN1870* NAD 83(1986)-  32 27 29.     (N)    087 08 54.     (W)     SCALED    
 CN1870* NAVD 88     -        38.475  (meters)     126.23   (feet)  ADJUSTED  
 CN1870  ___________________________________________________________________
 CN1870  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CN1870  DYNAMIC HT  -          38.430 (meters)     126.08  (feet)  COMP
 CN1870  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CN1870
 CN1870  VERT ORDER  -  SECOND    CLASS 0
 CN1870
 CN1870.The horizontal coordinates were scaled from a topographic map and have
 CN1870.an estimated accuracy of +/- 6 seconds.
 CN1870
 CN1870.The orthometric height was determined by differential leveling
 CN1870.and adjusted by the National Geodetic Survey in June 1991..
 CN1870
 CN1870.The geoid height was determined by GEOID03.
 CN1870
 CN1870.The dynamic height is computed by dividing the NAVD 88
 CN1870.geopotential number by the normal gravity value computed on the
 CN1870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1870.degrees latitude (g = 980.6199 gals.).
 CN1870
 CN1870.The modeled gravity was interpolated from observed gravity values.
 CN1870
 CN1870;                    North         East    Units  Estimated Accuracy
 CN1870;SPC AL W     -   272,570.      633,060.      MT  (+/- 180 meters Scaled)
 CN1870
 CN1870                          SUPERSEDED SURVEY CONTROL
 CN1870
 CN1870  NGVD 29 (??/??/92)   38.427  (m)          126.07   (f) ADJ UNCH    2 0
 CN1870
 CN1870.Superseded values are not recommended for survey control.
 CN1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1870.See file dsdata.txt to determine how the superseded data were derived.
 CN1870
 CN1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA860912(NAD 83)
 CN1870_MARKER: DB = BENCH MARK DISK
 CN1870_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN1870_SP_SET: BRIDGE ABUTMENT
 CN1870_STAMPING: B 310 1949
 CN1870_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN1870
 CN1870  HISTORY     - Date     Condition        Report By
 CN1870  HISTORY     - 1949     MONUMENTED       CGS
 CN1870
 CN1870                          STATION DESCRIPTION
 CN1870
 CN1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1870'1.9 MI NE FROM LAKE LANIER.
 CN1870'ABOUT 1.9 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE SOUTHERN
 CN1870'RAILWAY STATION AT LAKE LANIER, ABOUT 1.45 MILES NORTHEAST OF THE
 CN1870'INTERSECTION OF U.S. HIGHWAY 80, SET IN THE TOP OF THE EAST END OF THE
 CN1870'SOUTH ABUTMENT OF A 10-FOOT CONCRETE AND STEEL BRIDGE OVER A CREEK, 48
 CN1870'FEET NORTH OF THE CENTER LINE OF A DRIVE EAST TO A HOUSE, 10 FEET EAST
 CN1870'OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1138 ***********************************************************************
 CN1138  DESIGNATION -  B 311
 CN1138  PID         -  CN1138
 CN1138  STATE/COUNTY-  AL/DALLAS
 CN1138  USGS QUAD   -  SELMA (1977)
 CN1138
 CN1138                         *CURRENT SURVEY CONTROL
 CN1138  ___________________________________________________________________
 CN1138* NAD 83(1986)-  32 29 16.     (N)    087 00 53.     (W)     SCALED    
 CN1138* NAVD 88     -        87.422  (meters)     286.82   (feet)  ADJUSTED  
 CN1138  ___________________________________________________________________
 CN1138  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CN1138  DYNAMIC HT  -          87.322 (meters)     286.49  (feet)  COMP
 CN1138  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CN1138
 CN1138  VERT ORDER  -  SECOND    CLASS 0
 CN1138
 CN1138.The horizontal coordinates were scaled from a topographic map and have
 CN1138.an estimated accuracy of +/- 6 seconds.
 CN1138
 CN1138.The orthometric height was determined by differential leveling
 CN1138.and adjusted by the National Geodetic Survey in June 1991..
 CN1138
 CN1138.The geoid height was determined by GEOID03.
 CN1138
 CN1138.The dynamic height is computed by dividing the NAVD 88
 CN1138.geopotential number by the normal gravity value computed on the
 CN1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1138.degrees latitude (g = 980.6199 gals.).
 CN1138
 CN1138.The modeled gravity was interpolated from observed gravity values.
 CN1138
 CN1138;                    North         East    Units  Estimated Accuracy
 CN1138;SPC AL W     -   275,920.      645,610.      MT  (+/- 180 meters Scaled)
 CN1138
 CN1138                          SUPERSEDED SURVEY CONTROL
 CN1138
 CN1138  NGVD 29 (??/??/92)   87.383  (m)          286.69   (f) ADJ UNCH    2 0
 CN1138
 CN1138.Superseded values are not recommended for survey control.
 CN1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1138.See file dsdata.txt to determine how the superseded data were derived.
 CN1138
 CN1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA986945(NAD 83)
 CN1138_MARKER: DB = BENCH MARK DISK
 CN1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1138_STAMPING: B 311 1949
 CN1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1138+STABILITY: SURFACE MOTION
 CN1138
 CN1138  HISTORY     - Date     Condition        Report By
 CN1138  HISTORY     - 1949     MONUMENTED       CGS
 CN1138
 CN1138                          STATION DESCRIPTION
 CN1138
 CN1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1138'3.7 MI SE FROM SUMMERFIELD.
 CN1138'ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF A ROAD
 CN1138'WEST AND THE SCHOOL YARD AT SUMMERFIELD, THENCE ABOUT 3.55 MILES
 CN1138'SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 1.05 MILES WEST-NORTHWEST OF THE
 CN1138'JUNCTION OF STATE HIGHWAY 22, ABOUT 0.25 MILE NORTHWEST OF A SMALL
 CN1138'STEEL BRIDGE OVER A SMALL CREEK, ABOUT 0.2 MILE SOUTHEAST OF THE
 CN1138'CROSSING OF A POWER TRANSMISSION LINE, AT THE TOP OF A GRADE AND IN A
 CN1138'PATCH OF YOUNG PINES, 41 FEET NORTHEAST OF THE CENTER LINE OF THE
 CN1138'ROAD, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE
 CN1138'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1874 ***********************************************************************
 CN1874  DESIGNATION -  B 312
 CN1874  PID         -  CN1874
 CN1874  STATE/COUNTY-  AL/DALLAS
 CN1874  USGS QUAD   -  SELMA (1977)
 CN1874
 CN1874                         *CURRENT SURVEY CONTROL
 CN1874  ___________________________________________________________________
 CN1874* NAD 83(1986)-  32 28 27.     (N)    087 06 44.     (W)     SCALED    
 CN1874* NAVD 88     -        59.233  (meters)     194.33   (feet)  ADJUSTED  
 CN1874  ___________________________________________________________________
 CN1874  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CN1874  DYNAMIC HT  -          59.164 (meters)     194.11  (feet)  COMP
 CN1874  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CN1874
 CN1874  VERT ORDER  -  SECOND    CLASS 0
 CN1874
 CN1874.The horizontal coordinates were scaled from a topographic map and have
 CN1874.an estimated accuracy of +/- 6 seconds.
 CN1874
 CN1874.The orthometric height was determined by differential leveling
 CN1874.and adjusted by the National Geodetic Survey in June 1991..
 CN1874
 CN1874.The geoid height was determined by GEOID03.
 CN1874
 CN1874.The dynamic height is computed by dividing the NAVD 88
 CN1874.geopotential number by the normal gravity value computed on the
 CN1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1874.degrees latitude (g = 980.6199 gals.).
 CN1874
 CN1874.The modeled gravity was interpolated from observed gravity values.
 CN1874
 CN1874;                    North         East    Units  Estimated Accuracy
 CN1874;SPC AL W     -   274,370.      636,450.      MT  (+/- 180 meters Scaled)
 CN1874
 CN1874                          SUPERSEDED SURVEY CONTROL
 CN1874
 CN1874  NGVD 29 (??/??/92)   59.188  (m)          194.19   (f) ADJ UNCH    2 0
 CN1874
 CN1874.Superseded values are not recommended for survey control.
 CN1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1874.See file dsdata.txt to determine how the superseded data were derived.
 CN1874
 CN1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA894930(NAD 83)
 CN1874_MARKER: DB = BENCH MARK DISK
 CN1874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1874_STAMPING: B 312 1949
 CN1874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1874+STABILITY: SURFACE MOTION
 CN1874
 CN1874  HISTORY     - Date     Condition        Report By
 CN1874  HISTORY     - 1949     MONUMENTED       CGS
 CN1874  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1874
 CN1874                          STATION DESCRIPTION
 CN1874
 CN1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1874'6.15 MI SE FROM SUTTLE.
 CN1874'ABOUT 6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 CN1874'AT SUTTLE, AT THE JUNCTION OF A GRAVEL ROAD SOUTH AND SOUTHWEST, 76
 CN1874'FEET SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION, 62 FEET
 CN1874'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35 FEET
 CN1874'SOUTH-SOUTHEAST OF THE EAST END OF A 20-INCH PIPE CULVERT UNDER GRAVEL
 CN1874'ROAD, 32 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 1 1/2 FEET
 CN1874'NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE HIGHWAY AND
 CN1874'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN1874
 CN1874                          STATION RECOVERY (1984)
 CN1874
 CN1874'RECOVERY NOTE BY US POWER SQUADRON 1984 (WLC)
 CN1874'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0647 ***********************************************************************
 EF0647  DESIGNATION -  B 313
 EF0647  PID         -  EF0647
 EF0647  STATE/COUNTY-  AL/MADISON
 EF0647  USGS QUAD   -  GREENBRIER (1992)
 EF0647
 EF0647                         *CURRENT SURVEY CONTROL
 EF0647  ___________________________________________________________________
 EF0647* NAD 83(1992)-  34 41 20.59035(N)    086 45 51.07683(W)     ADJUSTED  
 EF0647* NAVD 88     -       204.338  (meters)     670.40   (feet)  POSTED    
 EF0647  ___________________________________________________________________
 EF0647  X           -     296,355.020 (meters)                     COMP
 EF0647  Y           -  -5,241,910.134 (meters)                     COMP
 EF0647  Z           -   3,609,656.262 (meters)                     COMP
 EF0647  LAPLACE CORR-          -5.80  (seconds)                    DEFLEC99
 EF0647  ELLIP HEIGHT-         176.03  (meters)          (07/29/02) GPS OBS
 EF0647  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 EF0647  DYNAMIC HT  -         204.130 (meters)     669.72  (feet)  COMP
 EF0647  MODELED GRAV-     979,635.2   (mgal)                       NAVD 88
 EF0647
 EF0647  HORZ ORDER  -  FIRST
 EF0647  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0647  ELLP ORDER  -  FOURTH    CLASS I
 EF0647
 EF0647.The horizontal coordinates were established by GPS observations
 EF0647.and adjusted by the National Geodetic Survey in December 1992..
 EF0647
 EF0647.The orthometric height was determined by differential leveling
 EF0647.and adjusted by the National Geodetic Survey in 1992..
 EF0647.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0647.rate of 0.0 thru 1.0 mm/km.
 EF0647
 EF0647.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF0647
 EF0647.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF0647
 EF0647.The ellipsoidal height was determined by GPS observations
 EF0647.and is referenced to NAD 83.
 EF0647
 EF0647.The geoid height was determined by GEOID03.
 EF0647
 EF0647.The dynamic height is computed by dividing the NAVD 88
 EF0647.geopotential number by the normal gravity value computed on the
 EF0647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0647.degrees latitude (g = 980.6199 gals.).
 EF0647
 EF0647.The modeled gravity was interpolated from observed gravity values.
 EF0647
 EF0647;                    North         East     Units Scale Factor Converg.
 EF0647;SPC AL E     -   464,931.163   114,705.854   MT  1.00004963   -0 31 47.3
 EF0647;UTM  16      - 3,838,586.391   521,599.341   MT  0.99960575   +0 08 03.1
 EF0647
 EF0647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF0647!SPC AL E     -   0.99997237  x   1.00004963  =   1.00002200
 EF0647!UTM  16      -   0.99997237  x   0.99960575  =   0.99957813
 EF0647
 EF0647                          SUPERSEDED SURVEY CONTROL
 EF0647
 EF0647  ELLIP H (12/04/92)  176.11   (m)                       GP(       ) 4 1
 EF0647  NAD 83(1992)-  34 41 20.59546(N)    086 45 51.07256(W) AD(       ) 1
 EF0647  NGVD 29 (??/??/92)  204.300  (m)          670.27   (f) ADJ UNCH    1 2
 EF0647
 EF0647.Superseded values are not recommended for survey control.
 EF0647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0647.See file dsdata.txt to determine how the superseded data were derived.
 EF0647
 EF0647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2159938586(NAD 83)
 EF0647_MARKER: DB = BENCH MARK DISK
 EF0647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0647_SP_SET: CONCRETE POST
 EF0647_STAMPING: B 313 1949
 EF0647_MARK LOGO: CGS   
 EF0647_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF0647_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0647+STABILITY: SURFACE MOTION
 EF0647_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0647+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 EF0647
 EF0647  HISTORY     - Date     Condition        Report By
 EF0647  HISTORY     - 1949     MONUMENTED       CGS
 EF0647  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0647  HISTORY     - 19900618 GOOD             ALHD
 EF0647  HISTORY     - 19910725 GOOD             ALHD
 EF0647  HISTORY     - 19920129 GOOD
 EF0647  HISTORY     - 19931118 GOOD             ALHD
 EF0647  HISTORY     - 19941117 GOOD             ALHD
 EF0647
 EF0647                          STATION DESCRIPTION
 EF0647
 EF0647'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0647'0.9 MI SW FROM MADISON.
 EF0647'ABOUT 0.9 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0647'AT MADISON, ABOUT 1.35 MILE NORTHEAST OF THE MADISON-LIMESTONE COUNTY
 EF0647'LINE, 22.4 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 67 FEET NORTHEAST OF
 EF0647'A SIGN STATION ONE MILE, 5 FEET WEST OF TELEPHONE POLE NO. 12, 56 FEET
 EF0647'EAST OF THE CENTER OF A PRIVATE FIELD ROAD CROSSING, 2 FEET NORTHEAST
 EF0647'OF A WHITE WOODEN WITNESS POST ABOUT LEVEL WITH THE TRACK AND SET IN
 EF0647'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EF0647
 EF0647                          STATION RECOVERY (1982)
 EF0647
 EF0647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0647'NOT RECOVERED, INACCESSIBLE TO LEVEL TO AT THIS TIME.
 EF0647
 EF0647                          STATION RECOVERY (1990)
 EF0647
 EF0647'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF0647'THE STATION IS LOCATED IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF
 EF0647'THE SOUTHERN RAILROAD IN THE CITY OF MADISON.
 EF0647'TO REACH THE STATION FROM THE JUNCTION OF ALA 20 AND WALL - TRIANA
 EF0647'HIGHWAY AT A TRAFFIC LIGHT, MILE POST 83.40 ON ALA 20, DRIVE NORTH ON
 EF0647'WALL - TRIANA HIGHWAY 1.93 KM (1.20 MI) TO A PAVED CROSS ROAD ON THE
 EF0647'NORTH SIDE OF A RAILROAD GRADE CROSSING WITH FRONT STREET LEFT AND
 EF0647'RIGHT, TURN LEFT ON FRONT STREET AND DRIVE WEST ON FRONT STREET AND
 EF0647'PALMER ROAD 1.29 KM (0.80 MI) TO TRIBBLE DRIVE ON THE LEFT, TURN LEFT
 EF0647'ON TRIBBLE DRIVE AND DRIVE SOUTH 0.16 KM (0.10 MI) TO A CABLE GATE
 EF0647'AND THE END OF PAVEMENT, CONTINUE SOUTH THROUGH A WASTE AWAY, INC.
 EF0647'STORAGE YARD TO A RAILROAD GRADE CROSSING AND THE STATION ON THE LEFT
 EF0647'ACROSS THE RAILROAD.
 EF0647'THE STATION IS 6.40 M (21.00 FT) NORTH - NORTHWEST OF THE CENTER OF
 EF0647'THE FIELD ROAD, 6.77 M (22.21 FT) SOUTH - SOUTHEAST OF THE SOUTH RAIL
 EF0647'OF THE RAILROAD, 16.46 M (54.00 FT) EAST - SOUTHEAST OF THE CENTER OF
 EF0647'THE CROSSING, 0.30 M (0.98 FT) SOUTH OF A CARSONITE WITNESS POST AND
 EF0647'SET FLUSH WITH THE GROUND.
 EF0647'STATION M - 1 (HUNTSVILLE G.P.S.) MAY BE USED AS AN AZIMUTH FOR THIS
 EF0647'STATION.
 EF0647
 EF0647                          STATION RECOVERY (1991)
 EF0647
 EF0647'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF0647'THE STATION IS LOCATED IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF
 EF0647'THE SOUTHERN RAILROAD IN THE CITY OF MADISON.
 EF0647'TO REACH THE STATION FROM THE JUNCTION OF ALA 20 AND WALL-TRIANA
 EF0647'HIGHWAY AT A TRAFFIC LIGHT IN MADISON, MILE POST 83.40 ON ALA 20,
 EF0647'DRIVE NORTH ON WALL-TRIANA HIGHWAY FOR 1.93 KM (1.20 MI) TO A PAVED
 EF0647'CROSS ROAD ON THE NORTH SIDE OF A RAILROAD GRADE CROSSING WITH FRONT
 EF0647'STREET LEFT AND RIGHT, TURN LEFT ON FRONT STREET AND DRIVE WEST ON
 EF0647'FRONT STREET AND PALMER ROAD FOR 1.29 KM (0.80 MI) TO TRIBBLE DRIVE
 EF0647'ON THE LEFT, TURN LEFT ON TRIBBLE DRIVE AND DRIVE SOUTH FOR 0.16 KM
 EF0647'(0.10 MI) TO A CABLE GATE AND THE END OF PAVEMENT, CONTINUE SOUTH
 EF0647'THROUGH A WASTE AWAY, INC. STORAGE YARD TO A RAILROAD GRADE CROSSING
 EF0647'AND THE STATION ON THE LEFT ACROSS THE RAILROAD.
 EF0647'THE STATION IS 6.40 M (21.00 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 EF0647'FIELD ROAD, 6.77 M (22.21 FT) SOUTH-SOUTHEAST OF THE SOUTH RAIL OF
 EF0647'THE RAILROAD, 16.46 M (54.00 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 EF0647'CROSSING, 0.30 M (0.98 FT) SOUTH OF A CARSONITE WITNESS POST AND SET
 EF0647'FLUSH WITH THE GROUND.
 EF0647'STATION M-1 (HUNTSVILLE G.P.S.) MAY BE USED AS AN AZIMUTH FOR THIS
 EF0647'STATION.
 EF0647
 EF0647                          STATION RECOVERY (1992)
 EF0647
 EF0647'RECOVERED 1992
 EF0647'RECOVERED IN GOOD CONDITION.
 EF0647
 EF0647                          STATION RECOVERY (1993)
 EF0647
 EF0647'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLD)
 EF0647'THE STATION IS LOCATED IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF
 EF0647'THE SOUTHERN RAILROAD IN THE CITY OF MADISON. TO REACH THE STATION
 EF0647'FROM THE JUNCTION OF ALA 20 AND WALL-TRIANA HIGHWAY AT A TRAFFIC LIGHT
 EF0647'IN MADISON, MILE POST 83.40 ON ALA 20, DRIVE NORTH ON WALL-TRIANA
 EF0647'HIGHWAY FOR 1.93 KM (1.20 MI) TO A PAVED CROSS ROAD ON THE NORTH SIDE
 EF0647'OF A RAILROAD GRADE CROSSING WITH FRONT STREET LEFT AND RIGHT, TURN
 EF0647'LEFT ON FRONT STREET AND DRIVE WEST ON FRONT STREET AND PALMER ROAD
 EF0647'FOR 1.29 KM (0.80 MI) TO TRIBBLE DRIVE ON THE LEFT, TURN LEFT ON
 EF0647'TRIBBLE DRIVE AND DRIVE SOUTH FOR 0.16 KM (0.10 MI) TO A CABLE GATE
 EF0647'AND THE END OF PAVEMENT, CONTINUE SOUTH THROUGH A WASTE AWAY, INC.
 EF0647'STORAGE YARD TO A RAILROAD GRADE CROSSING AND THE STATION ON THE LEFT
 EF0647'ACROSS THE RAILROAD. THE STATION IS 6.40 M (21.00 FT) NORTH-NORTHWEST
 EF0647'OF THE CENTER OF THE FIELD ROAD, 6.77 M (22.21 FT) SOUTH-SOUTHEAST OF
 EF0647'THE SOUTH RAIL OF THE RAILROAD, 16.46 M (54.00 FT) EAST-SOUTHEAST OF
 EF0647'THE CENTER OF THE CROSSING, 0.30 M (0.98 FT) SOUTH OF A CARSONITE
 EF0647'WITNESS POST AND SET FLUSH WITH THE GROUND. STATION M-1 (HUNTSVILLE
 EF0647'G.P.S.) MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF0647
 EF0647                          STATION RECOVERY (1994)
 EF0647
 EF0647'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 EF0647'THE STATION IS LOCATED IN MADISON COUNTY ON THE NORTH RIGHT OF WAY OF
 EF0647'THE SOUTHERN RAILROAD IN THE CITY OF MADISON.
 EF0647' 
 EF0647'TO REACH THE STATION FROM THE JUNCTION OF ALA 20 AND WALL-TRIANA
 EF0647'HIGHWAY AT A TRAFFIC LIGHT IN MADISON, MILE POST 83.40 ON ALA 20,
 EF0647'DRIVE NORTH ON WALL-TRIANA HIGHWAY FOR 1.93 KM (1.20 MI) TO A PAVED
 EF0647'CROSS ROAD ON THE NORTH SIDE OF A RAILROAD GRADE CROSSING WITH FRONT
 EF0647'STREET LEFT AND RIGHT, TURN LEFT ON FRONT STREET AND DRIVE WEST ON
 EF0647'FRONT STREET AND PALMER ROAD FOR 1.29 KM (0.80 MI) TO TRIBBLE DRIVE ON
 EF0647'THE LEFT, TURN LEFT ON TRIBBLE DRIVE AND DRIVE SOUTH FOR 0.16 KM (0.10
 EF0647'MI) TO A CABLE GATE AND THE END OF PAVEMENT, CONTINUE SOUTH THROUGH A
 EF0647'WASTE AWAY, INC. STORAGE YARD TO A RAILROAD GRADE CROSSING AND THE
 EF0647'STATION ON THE LEFT ACROSS THE RAILROAD.
 EF0647' 
 EF0647'THE STATION IS 6.40 M (21.00 FT) NORTH-NORTHWEST OF THE CENTER OF THE
 EF0647'FIELD ROAD, 6.77 M (22.21 FT) SOUTH-SOUTHEAST OF THE SOUTH RAIL OF THE
 EF0647'RAILROAD, 16.46 M (54.00 FT) EAST-SOUTHEAST OF THE CENTER OF THE
 EF0647'CROSSING, 0.30 M (0.98 FT) SOUTH OF A CARSONITE WITNESS POST AND SET
 EF0647'FLUSH WITH THE GROUND.
 EF0647' 
 EF0647'STATION M-1 (HUNTSVILLE G.P.S.) MAY BE USED AS AN AZIMUTH FOR THIS
 EF0647'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0621 ***********************************************************************
 EF0621  DESIGNATION -  B 314
 EF0621  PID         -  EF0621
 EF0621  STATE/COUNTY-  AL/MADISON
 EF0621  USGS QUAD   -  HUNTSVILLE (1991)
 EF0621
 EF0621                         *CURRENT SURVEY CONTROL
 EF0621  ___________________________________________________________________
 EF0621* NAD 83(1986)-  34 43 26.     (N)    086 35 28.     (W)     SCALED    
 EF0621* NAVD 88     -       185.069  (meters)     607.18   (feet)  ADJUSTED  
 EF0621  ___________________________________________________________________
 EF0621  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EF0621  DYNAMIC HT  -         184.882 (meters)     606.57  (feet)  COMP
 EF0621  MODELED GRAV-     979,618.5   (mgal)                       NAVD 88
 EF0621
 EF0621  VERT ORDER  -  FIRST     CLASS II
 EF0621
 EF0621.The horizontal coordinates were scaled from a topographic map and have
 EF0621.an estimated accuracy of +/- 6 seconds.
 EF0621
 EF0621.The orthometric height was determined by differential leveling
 EF0621.and adjusted by the National Geodetic Survey in June 1991..
 EF0621
 EF0621.The geoid height was determined by GEOID03.
 EF0621
 EF0621.The dynamic height is computed by dividing the NAVD 88
 EF0621.geopotential number by the normal gravity value computed on the
 EF0621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0621.degrees latitude (g = 980.6199 gals.).
 EF0621
 EF0621.The modeled gravity was interpolated from observed gravity values.
 EF0621
 EF0621;                    North         East    Units  Estimated Accuracy
 EF0621;SPC AL E     -   468,660.      130,590.      MT  (+/- 180 meters Scaled)
 EF0621
 EF0621                          SUPERSEDED SURVEY CONTROL
 EF0621
 EF0621  NGVD 29 (??/??/92)  185.017  (m)          607.01   (f) ADJ UNCH    1 2
 EF0621
 EF0621.Superseded values are not recommended for survey control.
 EF0621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0621.See file dsdata.txt to determine how the superseded data were derived.
 EF0621
 EF0621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED374425(NAD 83)
 EF0621_MARKER: DB = BENCH MARK DISK
 EF0621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0621_STAMPING: B 314 1949
 EF0621_MARK LOGO: CGS   
 EF0621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0621+STABILITY: SURFACE MOTION
 EF0621
 EF0621  HISTORY     - Date     Condition        Report By
 EF0621  HISTORY     - 1949     MONUMENTED       CGS
 EF0621  HISTORY     - 1960     GOOD             NGS
 EF0621  HISTORY     - 1982     GOOD             NGS
 EF0621
 EF0621                          STATION DESCRIPTION
 EF0621
 EF0621'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0621'IN HUNTSVILLE.
 EF0621'AT HUNTSVILLE, ABOUT 0.5 MILE SOUTHEAST ALONG THE NASHVILLE,
 EF0621'CHATTANOOGA AND ST. LOUIS RAILWAY FROM THE STATION, 76 FEET SOUTHEAST
 EF0621'OF THE SOUTH CORNER OF TRESTLE NO. 48.9 OVER A CREEK, 22 FEET
 EF0621'SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT NORTHEAST OF A STEEL WIRE
 EF0621'FENCE SURROUNDING A LARGE POWER TRANSFORMER PLANT, 14.2 FEET SOUTHEAST
 EF0621'OF THE SOUTHEAST GATE POST OF GATE TO TRANSFORMER PLANT, 2 FEET
 EF0621'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1/2 FOOT BELOW THE TRACK AND
 EF0621'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES. NOTE-- RAILROAD
 EF0621'IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD AND THE WHITE WITNESS
 EF0621'POST NO LONGER EXISTS.
 EF0621
 EF0621                          STATION RECOVERY (1960)
 EF0621
 EF0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EF0621'RECOVERED IN GOOD CONDITION.
 EF0621
 EF0621                          STATION RECOVERY (1982)
 EF0621
 EF0621'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0621'RECOVERED IN GOOD CONDITION.  NOTE, THE OLD RAILROAD STATION IS NOW A
 EF0621'HISTORICAL MUSEUM, THIS MARK WAS NOT LEVELED TO AT THIS TIME.
 EF0621'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0606 ***********************************************************************
 EF0606  DESIGNATION -  B 315
 EF0606  PID         -  EF0606
 EF0606  STATE/COUNTY-  AL/MADISON
 EF0606  USGS QUAD   -  HUNTSVILLE (1991)
 EF0606
 EF0606                         *CURRENT SURVEY CONTROL
 EF0606  ___________________________________________________________________
 EF0606* NAD 83(1986)-  34 44 56.     (N)    086 34 48.     (W)     SCALED    
 EF0606* NAVD 88     -       203.172  (meters)     666.57   (feet)  ADJUSTED  
 EF0606  ___________________________________________________________________
 EF0606  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EF0606  DYNAMIC HT  -         202.966 (meters)     665.90  (feet)  COMP
 EF0606  MODELED GRAV-     979,617.8   (mgal)                       NAVD 88
 EF0606
 EF0606  VERT ORDER  -  FIRST     CLASS II
 EF0606
 EF0606.The horizontal coordinates were scaled from a topographic map and have
 EF0606.an estimated accuracy of +/- 6 seconds.
 EF0606
 EF0606.The orthometric height was determined by differential leveling
 EF0606.and adjusted by the National Geodetic Survey in June 1991..
 EF0606
 EF0606.The geoid height was determined by GEOID03.
 EF0606
 EF0606.The dynamic height is computed by dividing the NAVD 88
 EF0606.geopotential number by the normal gravity value computed on the
 EF0606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0606.degrees latitude (g = 980.6199 gals.).
 EF0606
 EF0606.The modeled gravity was interpolated from observed gravity values.
 EF0606
 EF0606;                    North         East    Units  Estimated Accuracy
 EF0606;SPC AL E     -   471,430.      131,630.      MT  (+/- 180 meters Scaled)
 EF0606
 EF0606                          SUPERSEDED SURVEY CONTROL
 EF0606
 EF0606.No superseded survey control is available for this station.
 EF0606
 EF0606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED384452(NAD 83)
 EF0606_MARKER: DB = BENCH MARK DISK
 EF0606_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 EF0606_SP_SET: PREFAB CONC. POST IN EARTH
 EF0606_STAMPING: B 315 1949
 EF0606_MARK LOGO: CGS   
 EF0606_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF0606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0606+STABILITY: SURFACE MOTION
 EF0606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0606+SATELLITE: SATELLITE OBSERVATIONS - May 24, 2005
 EF0606
 EF0606  HISTORY     - Date     Condition        Report By
 EF0606  HISTORY     - 1949     MONUMENTED       CGS
 EF0606  HISTORY     - 1982     GOOD             NGS
 EF0606  HISTORY     - 19900620 GOOD             ALHD
 EF0606  HISTORY     - 19901102 GOOD             ALHD
 EF0606  HISTORY     - 20040329 GOOD             ALHD
 EF0606  HISTORY     - 20050524 GOOD             ALHD
 EF0606
 EF0606                          STATION DESCRIPTION
 EF0606
 EF0606'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0606'1.05 MI NE FROM HUNTSVILLE.
 EF0606'ABOUT 1.05 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0606'AT HUNTSVILLE, ABOUT 0.2 MILE NORTH OF MILE POST 336, AT THE CROSSING
 EF0606'OF OAKWOOD AVENUE (THE FIRST STREET NORTH OF LINCOLN MILLS), 63 1/2
 EF0606'FEET SOUTH OF THE CENTER OF THE CROSSING, 55 FEET SOUTH OF THE CENTER
 EF0606'LINE OF OAKWOOD AVENUE, 36 FEET EAST OF THE NORTHEAST CORNER OF
 EF0606'LINCOLN MILLS WAREHOUSE, 12 FEET WEST OF THE WEST RAIL, 7 1/2 FEET
 EF0606'SOUTH OF A STEEL FENCE CORNER, 1 FOOT EAST OF A STEEL FENCE LINE, 1
 EF0606'1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK
 EF0606'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EF0606
 EF0606                          STATION RECOVERY (1982)
 EF0606
 EF0606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0606'RECOVERED IN GOOD CONDITION.
 EF0606
 EF0606                          STATION RECOVERY (1990)
 EF0606
 EF0606'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF0606'THE STATION IS LOCATED IN MADISON COUNTY ON THE WEST RIGHT OF WAY OF
 EF0606'THE SOUTHERN RAILWAY IN HUNTSVILLE.
 EF0606'TO REACH THE STATION FROM THE JUNCTION OF MEMORIAL PARKWAY NORTH (U.
 EF0606'S. 231 AND U. S. 431) AND OAKWOOD AVENUE, DRIVE EAST ON OAKWOOD
 EF0606'AVENUE 1.77 KM (1.10 MI) TO A RAILROAD GRADE CROSSING AND THE STATION
 EF0606'ON THE RIGHT IN THE SOUTHWEST QUADRANT.
 EF0606'THE STATION IS 0.24 M (0.79 FT) EAST - SOUTHEAST OF AN OLD SIX FOOT
 EF0606'CHAIN LINK FENCE, 2.16 M (7.09 FT) SOUTH - SOUTHWEST OF THE NORTHEAST
 EF0606'CORNER OF THE SIX FOOT CHAIN LINK FENCE, 3.78 M (12.40 FT) WEST -
 EF0606'NORTHWEST OF THE WEST RAIL OF THE RAILROAD, 9.42 M (30.91 FT) WEST OF
 EF0606'A YELLOW TELEPHONE CABLE PEDESTAL ACROSS THE RAILROAD, 16.31 M
 EF0606'(53.51 FT) SOUTH OF THE CENTER OF OAKWOOD AVENUE, 19.51 M (64.01 FT)
 EF0606'SOUTHWEST OF THE CENTER OF THE CROSSING, 0.27 M (0.89 FT) NORTHEAST OF
 EF0606'A CARSONITE WITNESS POST AND PROJECTS EIGHT INCHES.
 EF0606'ELEVATION 666.400 FEET OR 203.119 METERS.
 EF0606
 EF0606                          STATION RECOVERY (1990)
 EF0606
 EF0606'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF0606'RECOVERED IN GOOD CONDITION.
 EF0606
 EF0606                          STATION RECOVERY (2004)
 EF0606
 EF0606'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF0606'RECOVERED IN GOOD CONDITION.
 EF0606
 EF0606                          STATION RECOVERY (2005)
 EF0606
 EF0606'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0606'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0030 ***********************************************************************
 EF0030  DESIGNATION -  B 316
 EF0030  PID         -  EF0030
 EF0030  STATE/COUNTY-  AL/MARSHALL
 EF0030  USGS QUAD   -  SWEARENGIN (1983)
 EF0030
 EF0030                         *CURRENT SURVEY CONTROL
 EF0030  ___________________________________________________________________
 EF0030* NAD 83(1986)-  34 35 32.     (N)    086 12 46.     (W)     SCALED    
 EF0030* NAVD 88     -       211.965  (meters)     695.42   (feet)  ADJUSTED  
 EF0030  ___________________________________________________________________
 EF0030  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EF0030  DYNAMIC HT  -         211.751 (meters)     694.72  (feet)  COMP
 EF0030  MODELED GRAV-     979,621.6   (mgal)                       NAVD 88
 EF0030
 EF0030  VERT ORDER  -  FIRST     CLASS II
 EF0030
 EF0030.The horizontal coordinates were scaled from a topographic map and have
 EF0030.an estimated accuracy of +/- 6 seconds.
 EF0030
 EF0030.The orthometric height was determined by differential leveling
 EF0030.and adjusted by the National Geodetic Survey in June 1991..
 EF0030
 EF0030.The geoid height was determined by GEOID03.
 EF0030
 EF0030.The dynamic height is computed by dividing the NAVD 88
 EF0030.geopotential number by the normal gravity value computed on the
 EF0030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0030.degrees latitude (g = 980.6199 gals.).
 EF0030
 EF0030.The modeled gravity was interpolated from observed gravity values.
 EF0030
 EF0030;                    North         East    Units  Estimated Accuracy
 EF0030;SPC AL E     -   453,860.      165,190.      MT  (+/- 180 meters Scaled)
 EF0030
 EF0030                          SUPERSEDED SURVEY CONTROL
 EF0030
 EF0030  NGVD 29 (??/??/92)  211.952  (m)          695.38   (f) ADJ UNCH    1 2
 EF0030
 EF0030.Superseded values are not recommended for survey control.
 EF0030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0030.See file dsdata.txt to determine how the superseded data were derived.
 EF0030
 EF0030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED721281(NAD 83)
 EF0030_MARKER: DB = BENCH MARK DISK
 EF0030_SETTING: 66 = SET IN ROCK OUTCROP
 EF0030_SP_SET: ROCK OUTCROP
 EF0030_STAMPING: B 316 1949
 EF0030_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0030+STABILITY: POSITION/ELEVATION WELL
 EF0030
 EF0030  HISTORY     - Date     Condition        Report By
 EF0030  HISTORY     - 1949     MONUMENTED       CGS
 EF0030  HISTORY     - 1964     GOOD             NGS
 EF0030
 EF0030                          STATION DESCRIPTION
 EF0030
 EF0030'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EF0030'6.2 MI ESE FROM WOODVILLE.
 EF0030'ABOUT 2.1 MILES ELY AND SELY ALONG ASPHALT COUNTY ROAD FROM THE SKEWED
 EF0030'INTERSECTION WITH NO. 72 U. S. HWY. WHICH INTERSECTION IS ABOUT 0.2
 EF0030'MILE E OF THE RAILROAD CROSSING IN WOODVILLE, TAKE THE LEFT FORK AND
 EF0030'CONTINUE 4.1 MILES ON ASPHALT ROAD ELY AND SLY TO T-JUNCTION OF
 EF0030'ASPHALT ROAD AND EARTH ROAD (THE MOST NEARLY DIRECT ROUTE TO
 EF0030'SWEARINGEN CROSSROADS) FROM ELY AND SHARP CURVE IN THE ASPHALT ROAD
 EF0030'AND THE MARK ON LEFT, 73 FEET E OF CENTER LINE OF ASPHALT ROAD, ABOUT
 EF0030'ONE FOOT LOWER THAN SAME, AN ESTIMATED 25 YARDS S OF THE EARTH ROAD
 EF0030'ELY, 21 FEET N OF A WIRE FENCE, 14 FEET E OF W EDGE OF ROCK SLABS, 0.5
 EF0030'FOOT S OF PROJECTED LINE OF E-W CRACK BETWEEN THE SLABS OF ROCK, 0.5
 EF0030'FOOT E OF W EDGE OF OUTCROP, AND 3/4 OF A FOOT WSW OF WSW EDGE OF
 EF0030'ANOTHER LAYER OF OUTCROP ABOVE THE MARK, AND ABOUT 1.5 FEET ABOVE THE
 EF0030'APPARENTLY CONSTANT LEVEL OF EMERGENCE WATERS OF A LARGE SPRING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0878 ***********************************************************************
 EE0878  DESIGNATION -  B 317
 EE0878  PID         -  EE0878
 EE0878  STATE/COUNTY-  AL/JACKSON
 EE0878  USGS QUAD   -  WANNVILLE (1970)
 EE0878
 EE0878                         *CURRENT SURVEY CONTROL
 EE0878  ___________________________________________________________________
 EE0878* NAD 83(1986)-  34 46 21.     (N)    085 55 45.     (W)     SCALED    
 EE0878* NAVD 88     -       185.876  (meters)     609.83   (feet)  ADJUSTED  
 EE0878  ___________________________________________________________________
 EE0878  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE0878  DYNAMIC HT  -         185.694 (meters)     609.23  (feet)  COMP
 EE0878  MODELED GRAV-     979,651.3   (mgal)                       NAVD 88
 EE0878
 EE0878  VERT ORDER  -  FIRST     CLASS II
 EE0878
 EE0878.The horizontal coordinates were scaled from a topographic map and have
 EE0878.an estimated accuracy of +/- 6 seconds.
 EE0878
 EE0878.The orthometric height was determined by differential leveling
 EE0878.and adjusted by the National Geodetic Survey in June 1991..
 EE0878
 EE0878.The geoid height was determined by GEOID03.
 EE0878
 EE0878.The dynamic height is computed by dividing the NAVD 88
 EE0878.geopotential number by the normal gravity value computed on the
 EE0878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0878.degrees latitude (g = 980.6199 gals.).
 EE0878
 EE0878.The modeled gravity was interpolated from observed gravity values.
 EE0878
 EE0878;                    North         East    Units  Estimated Accuracy
 EE0878;SPC AL E     -   473,800.      191,230.      MT  (+/- 180 meters Scaled)
 EE0878
 EE0878                          SUPERSEDED SURVEY CONTROL
 EE0878
 EE0878  NGVD 29 (??/??/92)  185.859  (m)          609.77   (f) ADJ UNCH    1 2
 EE0878
 EE0878.Superseded values are not recommended for survey control.
 EE0878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0878.See file dsdata.txt to determine how the superseded data were derived.
 EE0878
 EE0878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED979483(NAD 83)
 EE0878_MARKER: DB = BENCH MARK DISK
 EE0878_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0878_SP_SET: ABUTMENT
 EE0878_STAMPING: B 317 1950
 EE0878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0878
 EE0878  HISTORY     - Date     Condition        Report By
 EE0878  HISTORY     - 1950     MONUMENTED       CGS
 EE0878  HISTORY     - 1963     GOOD             NGS
 EE0878  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0878
 EE0878                          STATION DESCRIPTION
 EE0878
 EE0878'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0878'1.6 MI SW FROM FACKLER.
 EE0878'ABOUT 1.6 MILES SW ALONG SOUTHERN RAILWAY FROM THE STATION IN
 EE0878'FACKLER, IN THE TOP OF NW END OF NE CONCRETE ABUTMENT OF THE 2
 EE0878'SPANS OF OVERHEAD STEEL TRUSS BRIDGE OVER MUD CREEK, 9.5 FEET NW
 EE0878'OF NW RAIL, 0.6 FOOT LOWER THAN TOP OF SAME, AND SET IN A DRILL
 EE0878'HOLE.
 EE0878
 EE0878                          STATION RECOVERY (1983)
 EE0878
 EE0878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0878'NOT RECOVERED, BACKWALL HAS BEEN REPLACED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0056 ***********************************************************************
 EF0056  DESIGNATION -  B 318
 EF0056  PID         -  EF0056
 EF0056  STATE/COUNTY-  AL/JACKSON
 EF0056  USGS QUAD   -  SCOTTSBORO (1982)
 EF0056
 EF0056                         *CURRENT SURVEY CONTROL
 EF0056  ___________________________________________________________________
 EF0056* NAD 83(1986)-  34 40 03.     (N)    086 01 19.     (W)     SCALED    
 EF0056* NAVD 88     -       197.626  (meters)     648.38   (feet)  ADJUSTED  
 EF0056  ___________________________________________________________________
 EF0056  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EF0056  DYNAMIC HT  -         197.429 (meters)     647.73  (feet)  COMP
 EF0056  MODELED GRAV-     979,635.4   (mgal)                       NAVD 88
 EF0056
 EF0056  VERT ORDER  -  FIRST     CLASS II
 EF0056
 EF0056.The horizontal coordinates were scaled from a topographic map and have
 EF0056.an estimated accuracy of +/- 6 seconds.
 EF0056
 EF0056.The orthometric height was determined by differential leveling
 EF0056.and adjusted by the National Geodetic Survey in June 1991..
 EF0056
 EF0056.The geoid height was determined by GEOID03.
 EF0056
 EF0056.The dynamic height is computed by dividing the NAVD 88
 EF0056.geopotential number by the normal gravity value computed on the
 EF0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0056.degrees latitude (g = 980.6199 gals.).
 EF0056
 EF0056.The modeled gravity was interpolated from observed gravity values.
 EF0056
 EF0056;                    North         East    Units  Estimated Accuracy
 EF0056;SPC AL E     -   462,160.      182,710.      MT  (+/- 180 meters Scaled)
 EF0056
 EF0056                          SUPERSEDED SURVEY CONTROL
 EF0056
 EF0056  NGVD 29 (??/??/92)  197.62   (m)          648.4    (f) COMPUTED    1 2
 EF0056
 EF0056.Superseded values are not recommended for survey control.
 EF0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0056.See file dsdata.txt to determine how the superseded data were derived.
 EF0056
 EF0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED896366(NAD 83)
 EF0056_MARKER: DB = BENCH MARK DISK
 EF0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0056_STAMPING: B 318 1950
 EF0056_MARK LOGO: CGS   
 EF0056_PROJECTION: FLUSH
 EF0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0056+STABILITY: SURFACE MOTION
 EF0056
 EF0056  HISTORY     - Date     Condition        Report By
 EF0056  HISTORY     - 1950     MONUMENTED       CGS
 EF0056  HISTORY     - 1963     GOOD             NGS
 EF0056  HISTORY     - 1983     GOOD             NGS
 EF0056  HISTORY     - 20050523 MARK NOT FOUND   ALHD
 EF0056
 EF0056                          STATION DESCRIPTION
 EF0056
 EF0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EF0056'1.0 MI SE FROM SCOTTSBORO.
 EF0056'ABOUT 0.6 MILE E ALONG NO. 72 U.S. HWY. FROM ONE BLOCK N OF COURTHOUSE
 EF0056'IN SCOTTSBORO, THENCE 0.45 MILE S ALONG NO. 35 ALABAMA HWY. TO OBLIQUE
 EF0056'CROSSING NEAR MIDDLE OF LONG SHARP CURVE, ON TRIANGULAR PLOT BETWEEN
 EF0056'HIGHWAY, GARLAND FERRY ROAD, AND LARKIN STREET, ABOUT 35 YARDS W OF
 EF0056'LARKIN STREET, 53 FEET SSW OF CENTER LINE OF GARLAND FERRY ROAD, 33
 EF0056'FEET NE OF CENTER LINE OF 22-FOOT ASPHALT HWY. PAVEMENT, 0.7 FOOT
 EF0056'LOWER THAN SAME, 19 FEET S OF S CORNER OF CONCRETE BLOCK HOUSING OF
 EF0056'NO. 4 MUNICIPAL WATER WELL, 14.1 FEET SE OF PROJECTED PLANE OF SE WALL
 EF0056'OF SAME, AND FLUSH WITH THE GROUND.
 EF0056
 EF0056                          STATION RECOVERY (1983)
 EF0056
 EF0056'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EF0056'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 EF0056'1.7 KM (1.05 MI) EAST AND SOUTHEAST ALONG STATE HIGHWAY 35 FROM THE
 EF0056'POST OFFICE IN SCOTTSBORO, AT THE Y-JUNCTION OF A BLACKTOP STREET
 EF0056'LEADING EAST, AT WELL NUMBER 4 OF THE SCOTTSBORO WATER DEPARTMENT,
 EF0056'16.46 METERS (54.0 FT) SOUTH OF THE CENTERLINE OF THE STREET,
 EF0056'10.67 METERS (35.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 EF0056'5.79 METERS (19.0 FT) SOUTH-SOUTHEAST OF THE SOUTH CORNER OF A
 EF0056'CONCRETE SLAB FOUNDATION, AND 1.07 METERS (3.5 FT) NORTHEAST OF A
 EF0056'POWER POLE.
 EF0056'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EF0056
 EF0056                          STATION RECOVERY (2005)
 EF0056
 EF0056'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0056'ALA 35 HAS BEEN WIDENED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0014 ***********************************************************************
 CN0014  DESIGNATION -  B 32
 CN0014  PID         -  CN0014
 CN0014  STATE/COUNTY-  AL/COOSA
 CN0014  USGS QUAD   -  FLAG MOUNTAIN (1981)
 CN0014
 CN0014                         *CURRENT SURVEY CONTROL
 CN0014  ___________________________________________________________________
 CN0014* NAD 83(1986)-  32 53 06.     (N)    086 15 00.     (W)     SCALED    
 CN0014* NAVD 88     -       217.288  (meters)     712.89   (feet)  ADJUSTED  
 CN0014  ___________________________________________________________________
 CN0014  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CN0014  DYNAMIC HT  -         217.041 (meters)     712.08  (feet)  COMP
 CN0014  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CN0014
 CN0014  VERT ORDER  -  SECOND    CLASS 0
 CN0014
 CN0014.The horizontal coordinates were scaled from a topographic map and have
 CN0014.an estimated accuracy of +/- 6 seconds.
 CN0014
 CN0014.The orthometric height was determined by differential leveling
 CN0014.and adjusted by the National Geodetic Survey in June 1991..
 CN0014
 CN0014.The geoid height was determined by GEOID03.
 CN0014
 CN0014.The dynamic height is computed by dividing the NAVD 88
 CN0014.geopotential number by the normal gravity value computed on the
 CN0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0014.degrees latitude (g = 980.6199 gals.).
 CN0014
 CN0014.The modeled gravity was interpolated from observed gravity values.
 CN0014
 CN0014;                    North         East    Units  Estimated Accuracy
 CN0014;SPC AL E     -   264,520.      161,010.      MT  (+/- 180 meters Scaled)
 CN0014
 CN0014                          SUPERSEDED SURVEY CONTROL
 CN0014
 CN0014  NGVD 29 (??/??/92)  217.266  (m)          712.81   (f) ADJ UNCH    2 0
 CN0014
 CN0014.Superseded values are not recommended for survey control.
 CN0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0014.See file dsdata.txt to determine how the superseded data were derived.
 CN0014
 CN0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB701387(NAD 83)
 CN0014_MARKER: DB = BENCH MARK DISK
 CN0014_SETTING: 80 = SET IN A BOULDER
 CN0014_SP_SET: BOULDER
 CN0014_STAMPING: B 32 1934
 CN0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0014+STABILITY: SURFACE MOTION
 CN0014
 CN0014  HISTORY     - Date     Condition        Report By
 CN0014  HISTORY     - 1934     MONUMENTED       CGS
 CN0014  HISTORY     - 1949     GOOD             NGS
 CN0014
 CN0014                          STATION DESCRIPTION
 CN0014
 CN0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0014'1.9 MI W FROM ROCKFORD.
 CN0014'ABOUT 1.9 MILES WEST ALONG STATE HIGHWAY 22 FROM THE COURT HOUSE AT
 CN0014'ROCKFORD, AT A CURVE WITH TANGENTS EAST-SOUTHEAST AND SOUTHWEST AND A
 CN0014'DIM ROAD LEADING NORTHWEST, 111 FEET SOUTH-SOUTHWEST AND ACROSS THE
 CN0014'HIGHWAY FROM A POWER POLE WITH GUY WIRE, 50 FEET SOUTH-SOUTHEAST OF
 CN0014'THE CENTER LINE OF THE HIGHWAY, 27 FEET SOUTHWEST OF THE PROLONGED
 CN0014'CENTER LINE OF THE ROAD NORTHWEST, 6 FEET NORTHEAST OF NORTHEAST FACE
 CN0014'OF A LARGE BOULDER ABOUT 7 BY 7 FEET AND 6 FEET ABOVE GROUND, 43 FEET
 CN0014'WEST-SOUTHWEST OF A FORKED BLACK JACK OAK TREE, 1 1/2 FEET BELOW THE
 CN0014'HIGHWAY AND SET IN THE TOP OF A 5 BY 4 FOOT BOULDER AT THE NORTH END
 CN0014'OF A GROUP OF LARGE BOULDERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1889 ***********************************************************************
 CN1889  DESIGNATION -  B 321
 CN1889  PID         -  CN1889
 CN1889  STATE/COUNTY-  AL/DALLAS
 CN1889  USGS QUAD   -  SELMA (1977)
 CN1889
 CN1889                         *CURRENT SURVEY CONTROL
 CN1889  ___________________________________________________________________
 CN1889* NAD 83(1986)-  32 27 55.     (N)    087 05 26.     (W)     SCALED    
 CN1889* NAVD 88     -        53.946  (meters)     176.99   (feet)  ADJUSTED  
 CN1889  ___________________________________________________________________
 CN1889  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CN1889  DYNAMIC HT  -          53.884 (meters)     176.78  (feet)  COMP
 CN1889  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 CN1889
 CN1889  VERT ORDER  -  SECOND    CLASS 0
 CN1889
 CN1889.The horizontal coordinates were scaled from a topographic map and have
 CN1889.an estimated accuracy of +/- 6 seconds.
 CN1889
 CN1889.The orthometric height was determined by differential leveling
 CN1889.and adjusted by the National Geodetic Survey in June 1991..
 CN1889
 CN1889.The geoid height was determined by GEOID03.
 CN1889
 CN1889.The dynamic height is computed by dividing the NAVD 88
 CN1889.geopotential number by the normal gravity value computed on the
 CN1889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1889.degrees latitude (g = 980.6199 gals.).
 CN1889
 CN1889.The modeled gravity was interpolated from observed gravity values.
 CN1889
 CN1889;                    North         East    Units  Estimated Accuracy
 CN1889;SPC AL W     -   273,390.      638,490.      MT  (+/- 180 meters Scaled)
 CN1889
 CN1889                          SUPERSEDED SURVEY CONTROL
 CN1889
 CN1889  NGVD 29 (??/??/92)   53.903  (m)          176.85   (f) ADJ UNCH    2 0
 CN1889
 CN1889.Superseded values are not recommended for survey control.
 CN1889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1889.See file dsdata.txt to determine how the superseded data were derived.
 CN1889
 CN1889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA914920(NAD 83)
 CN1889_MARKER: DB = BENCH MARK DISK
 CN1889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1889_STAMPING: B 321 1950
 CN1889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1889+STABILITY: SURFACE MOTION
 CN1889
 CN1889  HISTORY     - Date     Condition        Report By
 CN1889  HISTORY     - 1950     MONUMENTED       CGS
 CN1889
 CN1889                          STATION DESCRIPTION
 CN1889
 CN1889'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1889'7.6 MI SE FROM SUTTLE.
 CN1889'ABOUT 7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 CN1889'IN SUTTLE, THENCE 0.1 MILE EAST ALONG PERSIMMON TREE ROAD, 0.1 MILE
 CN1889'EAST OF FLUKERS SERVICE STATION, 61 FEET SOUTHEAST OF THE SOUTHEAST
 CN1889'CORNER OF EL BETHEL BAPTIST CHURCH, 30 1/2 FEET NORTH OF THE CENTER
 CN1889'LINE OF THE ROAD, 22 FEET SOUTHEAST OF A WELL, 19 FEET NORTHWEST OF A
 CN1889'FENCE CORNER, 8 FEET EAST OF A 14-INCH HICKORY TREE, 2 FEET NORTH OF A
 CN1889'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF
 CN1889'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2026 ***********************************************************************
 CN2026  DESIGNATION -  B 322
 CN2026  PID         -  CN2026
 CN2026  STATE/COUNTY-  AL/WILCOX
 CN2026  USGS QUAD   -  CAMDEN NORTH (1974)
 CN2026
 CN2026                         *CURRENT SURVEY CONTROL
 CN2026  ___________________________________________________________________
 CN2026* NAD 83(1986)-  32 03 22.     (N)    087 18 13.     (W)     SCALED    
 CN2026* NAVD 88     -        29.947  (meters)      98.25   (feet)  ADJUSTED  
 CN2026  ___________________________________________________________________
 CN2026  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CN2026  DYNAMIC HT  -          29.912 (meters)      98.14  (feet)  COMP
 CN2026  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 CN2026
 CN2026  VERT ORDER  -  SECOND    CLASS 0
 CN2026
 CN2026.The horizontal coordinates were scaled from a topographic map and have
 CN2026.an estimated accuracy of +/- 6 seconds.
 CN2026
 CN2026.The orthometric height was determined by differential leveling
 CN2026.and adjusted by the National Geodetic Survey in June 1991..
 CN2026
 CN2026.The geoid height was determined by GEOID03.
 CN2026
 CN2026.The dynamic height is computed by dividing the NAVD 88
 CN2026.geopotential number by the normal gravity value computed on the
 CN2026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2026.degrees latitude (g = 980.6199 gals.).
 CN2026
 CN2026.The modeled gravity was interpolated from observed gravity values.
 CN2026
 CN2026;                    North         East    Units  Estimated Accuracy
 CN2026;SPC AL W     -   227,960.      618,550.      MT  (+/- 180 meters Scaled)
 CN2026
 CN2026                          SUPERSEDED SURVEY CONTROL
 CN2026
 CN2026  NGVD 29 (??/??/92)   29.906  (m)           98.12   (f) ADJ UNCH    2 0
 CN2026
 CN2026.Superseded values are not recommended for survey control.
 CN2026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2026.See file dsdata.txt to determine how the superseded data were derived.
 CN2026
 CN2026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA713466(NAD 83)
 CN2026_MARKER: DB = BENCH MARK DISK
 CN2026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2026_STAMPING: B 322 1950
 CN2026_PROJECTION: FLUSH
 CN2026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2026+STABILITY: SURFACE MOTION
 CN2026
 CN2026  HISTORY     - Date     Condition        Report By
 CN2026  HISTORY     - 1950     MONUMENTED       CGS
 CN2026  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2026  HISTORY     - 19980127 MARK NOT FOUND   NGS
 CN2026
 CN2026                          STATION DESCRIPTION
 CN2026
 CN2026'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2026'16.5 MI SE FROM ALBERTA.
 CN2026'ABOUT 16.5 MILES SOUTHEAST ALONG A COUNTRY ROAD LEADING TO ELLIS FERRY
 CN2026'FROM THE SOUTHERN RAILWAY STATION IN ALBERTA, 1.0 MILE NORTH OF ELLIS
 CN2026'FERRY, 0.9 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING EAST, 150
 CN2026'YARDS NORTHWEST AND UP HILL FROM A WOODEN BRIDGE, 80 FEET SOUTH OF THE
 CN2026'CENTER LINE OF A DIRT ROAD LEADING EAST, 48 FEET SOUTHWEST OF THE
 CN2026'CENTER LINE OF THE MAIN ROAD, 24 FEET WEST-NORTHWEST OF A BLAZED
 CN2026'22-INCH PIN OAK TREE, ABOUT 5 1/2 FEET ABOVE THE LEVEL OF THE MAIN
 CN2026'ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CN2026
 CN2026                          STATION RECOVERY (1974)
 CN2026
 CN2026'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2026'MARK NOT FOUND.
 CN2026
 CN2026                          STATION RECOVERY (1998)
 CN2026
 CN2026'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN2026'STATION WAS SEARCHED FOR BUT NOT FOUND,IT IS BELIEVED THE STATION WAS
 CN2026'LOST TO EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2028 ***********************************************************************
 CN2028  DESIGNATION -  B 323
 CN2028  PID         -  CN2028
 CN2028  STATE/COUNTY-  AL/WILCOX
 CN2028  USGS QUAD   -  CAMDEN NORTH (1974)
 CN2028
 CN2028                         *CURRENT SURVEY CONTROL
 CN2028  ___________________________________________________________________
 CN2028* NAD 83(1986)-  32 02 04.     (N)    087 18 30.     (W)     SCALED    
 CN2028* NAVD 88     -        30.232  (meters)      99.19   (feet)  ADJUSTED  
 CN2028  ___________________________________________________________________
 CN2028  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CN2028  DYNAMIC HT  -          30.197 (meters)      99.07  (feet)  COMP
 CN2028  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CN2028
 CN2028  VERT ORDER  -  SECOND    CLASS 0
 CN2028
 CN2028.The horizontal coordinates were scaled from a topographic map and have
 CN2028.an estimated accuracy of +/- 6 seconds.
 CN2028
 CN2028.The orthometric height was determined by differential leveling
 CN2028.and adjusted by the National Geodetic Survey in June 1991..
 CN2028
 CN2028.The geoid height was determined by GEOID03.
 CN2028
 CN2028.The dynamic height is computed by dividing the NAVD 88
 CN2028.geopotential number by the normal gravity value computed on the
 CN2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2028.degrees latitude (g = 980.6199 gals.).
 CN2028
 CN2028.The modeled gravity was interpolated from observed gravity values.
 CN2028
 CN2028;                    North         East    Units  Estimated Accuracy
 CN2028;SPC AL W     -   225,560.      618,100.      MT  (+/- 180 meters Scaled)
 CN2028
 CN2028                          SUPERSEDED SURVEY CONTROL
 CN2028
 CN2028  NGVD 29 (??/??/92)   30.192  (m)           99.05   (f) ADJ UNCH    2 0
 CN2028
 CN2028.Superseded values are not recommended for survey control.
 CN2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2028.See file dsdata.txt to determine how the superseded data were derived.
 CN2028
 CN2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA708442(NAD 83)
 CN2028_MARKER: DB = BENCH MARK DISK
 CN2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2028_STAMPING: B 323 1950
 CN2028_PROJECTION: FLUSH
 CN2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2028+STABILITY: SURFACE MOTION
 CN2028
 CN2028  HISTORY     - Date     Condition        Report By
 CN2028  HISTORY     - 1950     MONUMENTED       CGS
 CN2028  HISTORY     - 19980127 MARK NOT FOUND   NGS
 CN2028
 CN2028                          STATION DESCRIPTION
 CN2028
 CN2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2028'4.05 MI NW FROM CAMDEN.
 CN2028'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 28 FROM THE COURTHOUSE
 CN2028'IN CAMDEN, THENCE 1.05 MILES NORTHEAST ALONG A ROAD LEADING TO ELLIS
 CN2028'FERRY, AT THE BOTTOM OF A LONG GRADE AND AT THE SOUTHWEST EDGE OF
 CN2028'LEVEL BOTTOM LANDS EXTENDING SOUTHWEST FROM THE ALABAMA RIVER, 0.4
 CN2028'MILE SOUTHWEST OF A SMALL WOODEN BRIDGE, 105 FEET NORTHWEST OF THE
 CN2028'WEST END OF A FOOT BRIDGE LEADING EAST OVER A SMALL STREAM TO A PICNIC
 CN2028'AREA, 163 FEET SOUTH OF THE CENTER OF THE JUNCTION WITH A DIM ROAD
 CN2028'LEADING WEST, 29 FEET EAST OF THE CENTER LINE OF THE ROAD, 31 FEET
 CN2028'SOUTH OF A TELEPHONE POLE, ABOUT ONE FOOT BELOW THE LEVEL OF THE ROAD
 CN2028'AND IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CN2028
 CN2028                          STATION RECOVERY (1998)
 CN2028
 CN2028'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN2028'STATION WAS SEARCHED FOR, BUT ALL REFERENCES WERE GONE EXCEPT THE DIM
 CN2028'ROAD, BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1494 ***********************************************************************
 CN1494  DESIGNATION -  B 324
 CN1494  PID         -  CN1494
 CN1494  STATE/COUNTY-  AL/DALLAS
 CN1494  USGS QUAD   -  SUMMERFIELD (1987)
 CN1494
 CN1494                         *CURRENT SURVEY CONTROL
 CN1494  ___________________________________________________________________
 CN1494* NAD 83(1986)-  32 35 51.     (N)    087 00 17.     (W)     SCALED    
 CN1494* NAVD 88     -       148.280  (meters)     486.48   (feet)  ADJUSTED  
 CN1494  ___________________________________________________________________
 CN1494  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CN1494  DYNAMIC HT  -         148.110 (meters)     485.92  (feet)  COMP
 CN1494  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CN1494
 CN1494  VERT ORDER  -  SECOND    CLASS 0
 CN1494
 CN1494.The horizontal coordinates were scaled from a topographic map and have
 CN1494.an estimated accuracy of +/- 6 seconds.
 CN1494
 CN1494.The orthometric height was determined by differential leveling
 CN1494.and adjusted by the National Geodetic Survey in June 1991..
 CN1494
 CN1494.The geoid height was determined by GEOID03.
 CN1494
 CN1494.The dynamic height is computed by dividing the NAVD 88
 CN1494.geopotential number by the normal gravity value computed on the
 CN1494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1494.degrees latitude (g = 980.6199 gals.).
 CN1494
 CN1494.The modeled gravity was interpolated from observed gravity values.
 CN1494
 CN1494;                    North         East    Units  Estimated Accuracy
 CN1494;SPC AL W     -   288,090.      646,490.      MT  (+/- 180 meters Scaled)
 CN1494
 CN1494                          SUPERSEDED SURVEY CONTROL
 CN1494
 CN1494  NGVD 29 (??/??/92)  148.255  (m)          486.40   (f) ADJ UNCH    2 0
 CN1494
 CN1494.Superseded values are not recommended for survey control.
 CN1494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1494.See file dsdata.txt to determine how the superseded data were derived.
 CN1494
 CN1494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB995066(NAD 83)
 CN1494_MARKER: DB = BENCH MARK DISK
 CN1494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1494_STAMPING: B 324 1950
 CN1494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1494+STABILITY: SURFACE MOTION
 CN1494
 CN1494  HISTORY     - Date     Condition        Report By
 CN1494  HISTORY     - 1950     MONUMENTED       CGS
 CN1494
 CN1494                          STATION DESCRIPTION
 CN1494
 CN1494'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1494'7.05 MI NE FROM SUMMERFIELD.
 CN1494'ABOUT 7.05 MILES NORTHEAST AND NORTH ALONG GRAVEL ROADS FROM THE
 CN1494'SCHOOL YARD AT SUMMERFIELD, ABOUT 0.55 MILE NORTHWEST OF THE ENTRANCE
 CN1494'TO VALLEY CREEK STATE PARK AND YMCA CAMP GRIST, ABOUT 0.15 MILE
 CN1494'NORTHWEST OF THE JUNCTION OF A ROAD SOUTHWEST, ABOUT 135 YARDS
 CN1494'NORTHWEST OF THE TOP OF A GRADE, 31 FEET NORTH OF THE CENTER LINE OF
 CN1494'THE ROAD, 10.5 FEET SOUTH OF A WIRE FENCE, 56 FEET EAST OF A POWER
 CN1494'POLE WITH GUY WIRE FROM WHICH LINE CROSSES ROAD, 38 FEET NORTHWEST OF
 CN1494'A TELEPHONE POLE, 13 FEET WEST OF THE CENTER LINE OF A WOODS TRAIL
 CN1494'LEADING NORTH, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CN1494'FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN1494'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1688 ***********************************************************************
 CN1688  DESIGNATION -  B 325
 CN1688  PID         -  CN1688
 CN1688  STATE/COUNTY-  AL/PERRY
 CN1688  USGS QUAD   -  BUCK CREEK (1987)
 CN1688
 CN1688                         *CURRENT SURVEY CONTROL
 CN1688  ___________________________________________________________________
 CN1688* NAD 83(1986)-  32 41 27.     (N)    087 07 25.     (W)     SCALED    
 CN1688* NAVD 88     -       145.524  (meters)     477.44   (feet)  ADJUSTED  
 CN1688  ___________________________________________________________________
 CN1688  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN1688  DYNAMIC HT  -         145.356 (meters)     476.89  (feet)  COMP
 CN1688  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 CN1688
 CN1688  VERT ORDER  -  SECOND    CLASS 0
 CN1688
 CN1688.The horizontal coordinates were scaled from a topographic map and have
 CN1688.an estimated accuracy of +/- 6 seconds.
 CN1688
 CN1688.The orthometric height was determined by differential leveling
 CN1688.and adjusted by the National Geodetic Survey in June 1991..
 CN1688
 CN1688.The geoid height was determined by GEOID03.
 CN1688
 CN1688.The dynamic height is computed by dividing the NAVD 88
 CN1688.geopotential number by the normal gravity value computed on the
 CN1688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1688.degrees latitude (g = 980.6199 gals.).
 CN1688
 CN1688.The modeled gravity was interpolated from observed gravity values.
 CN1688
 CN1688;                    North         East    Units  Estimated Accuracy
 CN1688;SPC AL W     -   298,390.      635,300.      MT  (+/- 180 meters Scaled)
 CN1688
 CN1688                          SUPERSEDED SURVEY CONTROL
 CN1688
 CN1688  NGVD 29 (??/??/92)  145.487  (m)          477.32   (f) ADJ UNCH    2 0
 CN1688
 CN1688.Superseded values are not recommended for survey control.
 CN1688.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1688.See file dsdata.txt to determine how the superseded data were derived.
 CN1688
 CN1688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB884170(NAD 83)
 CN1688_MARKER: DB = BENCH MARK DISK
 CN1688_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1688_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1688_STAMPING: B 325 1950
 CN1688_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1688+STABILITY: SURFACE MOTION
 CN1688
 CN1688  HISTORY     - Date     Condition        Report By
 CN1688  HISTORY     - 1950     MONUMENTED       CGS
 CN1688
 CN1688                          STATION DESCRIPTION
 CN1688
 CN1688'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1688'1.5 MI NE FROM OSBORN.
 CN1688'ABOUT 1.5 MILES NORTHEAST ALONG A GRAVEL ROAD FROM OSBORN STORE AT
 CN1688'OSBORN, ABOUT 0.6 MILE EAST OF THE OAK GROVE JUNIOR HIGH SCHOOL NO.
 CN1688'26, AT THE OUTSIDE OF A SHARP CURVE IN THE ROAD WITH TANGENTS
 CN1688'EXTENDING NORTHEAST AND NORTHWEST, 29 FEET SOUTH-SOUTHWEST OF THE
 CN1688'CENTER OF THE ROAD, 113.5 FEET WEST OF THE CENTER LINE OF A DRIVE
 CN1688'SOUTH AND UPHILL TO A FARM HOUSE, 13.5 FEET WEST OF A FENCE CORNER, 1
 CN1688'FOOT NORTH OF A WIRE FENCE, 4 FEET WEST OF A 5-INCH PINE TREE IN FENCE
 CN1688'LINE, 93.5 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM A POWER POLE
 CN1688'WITH TRANSFORMER, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 CN1688'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN1688'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1681 ***********************************************************************
 BU1681  DESIGNATION -  B 326
 BU1681  PID         -  BU1681
 BU1681  STATE/COUNTY-  AL/WILCOX
 BU1681  USGS QUAD   -  LOWER PEACH TREE (1973)
 BU1681
 BU1681                         *CURRENT SURVEY CONTROL
 BU1681  ___________________________________________________________________
 BU1681* NAD 83(1986)-  31 51 21.     (N)    087 30 52.     (W)     SCALED    
 BU1681* NAVD 88     -        16.619  (meters)      54.52   (feet)  ADJUSTED  
 BU1681  ___________________________________________________________________
 BU1681  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BU1681  DYNAMIC HT  -          16.599 (meters)      54.46  (feet)  COMP
 BU1681  MODELED GRAV-     979,452.6   (mgal)                       NAVD 88
 BU1681
 BU1681  VERT ORDER  -  SECOND    CLASS 0
 BU1681
 BU1681.The horizontal coordinates were scaled from a topographic map and have
 BU1681.an estimated accuracy of +/- 6 seconds.
 BU1681
 BU1681.The orthometric height was determined by differential leveling
 BU1681.and adjusted by the National Geodetic Survey in June 1991..
 BU1681
 BU1681.The geoid height was determined by GEOID03.
 BU1681
 BU1681.The dynamic height is computed by dividing the NAVD 88
 BU1681.geopotential number by the normal gravity value computed on the
 BU1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1681.degrees latitude (g = 980.6199 gals.).
 BU1681
 BU1681.The modeled gravity was interpolated from observed gravity values.
 BU1681
 BU1681;                    North         East    Units  Estimated Accuracy
 BU1681;SPC AL W     -   205,740.      598,630.      MT  (+/- 180 meters Scaled)
 BU1681
 BU1681                          SUPERSEDED SURVEY CONTROL
 BU1681
 BU1681  NGVD 29 (??/??/92)   16.588  (m)           54.42   (f) ADJ UNCH    2 0
 BU1681
 BU1681.Superseded values are not recommended for survey control.
 BU1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1681.See file dsdata.txt to determine how the superseded data were derived.
 BU1681
 BU1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA513245(NAD 83)
 BU1681_MARKER: DB = BENCH MARK DISK
 BU1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1681_STAMPING: B 326 1950
 BU1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1681+STABILITY: SURFACE MOTION
 BU1681
 BU1681  HISTORY     - Date     Condition        Report By
 BU1681  HISTORY     - 1950     MONUMENTED       CGS
 BU1681
 BU1681                          STATION DESCRIPTION
 BU1681
 BU1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1681'4.35 MI SW FROM COY.
 BU1681'4.35 MILES SOUTHWEST ALONG A GRAVEL AND DIRT ROAD LEADING TO LOWER
 BU1681'PEACH TREE FERRY LANDING FROM THE POST OFFICE AT COY, ABOUT 1.1 MILES
 BU1681'EAST OF THE ABANDONED FERRY LANDING, AT RHE JUNCTION OF A DIM TRAIL
 BU1681'SOUTH, ABOUT 0.95 MILE SOUTHWEST OF THE JUNCTION OF A ROAD SOUTHEAST,
 BU1681'ABOUT 0.55 MILE SOUTHWEST OF A DIM CROSSROAD, 267 FEET SOUTHWEST OF
 BU1681'THE SOUTHEAST END OF THE SOUTHWEST ONE OF A DOUBLE 60-INCH IRON PIPE
 BU1681'CULVERT UNDER ROAD, 96 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD FROM A
 BU1681'TRIANGULAR BLAZED 28-INCH OAK TREE, 52 FEET SOUTH-SOUTHEAST OF THE
 BU1681'CENTER LINE OF THE ROAD, 21 1/2 FEET NORTH-NORTHWEST OF A TRIANGULAR
 BU1681'BLAZED 20-INCH OAK TREE, 7 FEET EAST OF THE CENTER LINE OF THE DIM
 BU1681'TRAIL, 7 FEET SOUTH OF POWER POLE NO. B 274, 1 1/2 FEET EAST OF A
 BU1681'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE
 BU1681'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1684 ***********************************************************************
 BU1684  DESIGNATION -  B 327
 BU1684  PID         -  BU1684
 BU1684  STATE/COUNTY-  AL/WILCOX
 BU1684  USGS QUAD   -  PINE HILL (1973)
 BU1684
 BU1684                         *CURRENT SURVEY CONTROL
 BU1684  ___________________________________________________________________
 BU1684* NAD 83(1986)-  31 56 34.     (N)    087 30 19.     (W)     SCALED    
 BU1684* NAVD 88     -        30.882  (meters)     101.32   (feet)  ADJUSTED  
 BU1684  ___________________________________________________________________
 BU1684  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BU1684  DYNAMIC HT  -          30.845 (meters)     101.20  (feet)  COMP
 BU1684  MODELED GRAV-     979,459.5   (mgal)                       NAVD 88
 BU1684
 BU1684  VERT ORDER  -  SECOND    CLASS 0
 BU1684
 BU1684.The horizontal coordinates were scaled from a topographic map and have
 BU1684.an estimated accuracy of +/- 6 seconds.
 BU1684
 BU1684.The orthometric height was determined by differential leveling
 BU1684.and adjusted by the National Geodetic Survey in June 1991..
 BU1684
 BU1684.The geoid height was determined by GEOID03.
 BU1684
 BU1684.The dynamic height is computed by dividing the NAVD 88
 BU1684.geopotential number by the normal gravity value computed on the
 BU1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1684.degrees latitude (g = 980.6199 gals.).
 BU1684
 BU1684.The modeled gravity was interpolated from observed gravity values.
 BU1684
 BU1684;                    North         East    Units  Estimated Accuracy
 BU1684;SPC AL W     -   215,380.      599,500.      MT  (+/- 180 meters Scaled)
 BU1684
 BU1684                          SUPERSEDED SURVEY CONTROL
 BU1684
 BU1684  NGVD 29 (??/??/92)   30.845  (m)          101.20   (f) ADJ UNCH    2 0
 BU1684
 BU1684.Superseded values are not recommended for survey control.
 BU1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1684.See file dsdata.txt to determine how the superseded data were derived.
 BU1684
 BU1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA522342(NAD 83)
 BU1684_MARKER: DB = BENCH MARK DISK
 BU1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1684_STAMPING: B 327 1950
 BU1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1684+STABILITY: SURFACE MOTION
 BU1684
 BU1684  HISTORY     - Date     Condition        Report By
 BU1684  HISTORY     - 1950     MONUMENTED       CGS
 BU1684
 BU1684                          STATION DESCRIPTION
 BU1684
 BU1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1684'1.6 MI SE FROM YELLOW BLUFF.
 BU1684'1.6 MILES SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILWAY FROM
 BU1684'THE STATION AT YELLOW BLUFF, AT AN OLD HOUSE SITE, 178 FEET NORTHWEST
 BU1684'OF THE CENTER OF AN ABANDONED ROAD CROSSING, 58 FEET WEST OF THE
 BU1684'CENTER LINE OF THE ROAD, 49 FEET NORTHEAST OF THE NORTHEAST RAIL, 32
 BU1684'FEET EAST-NORTHEAST OF POLE 782-1, 20 1/2 FEET SOUTHEAST OF A 30-INCH
 BU1684'CHINA BERRY TREE, 2 1/2 FEET NORTHEAST OF THE R/W FENCE LINE, 1 1/2
 BU1684'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE
 BU1684'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1941 ***********************************************************************
 CN1941  DESIGNATION -  B 328
 CN1941  PID         -  CN1941
 CN1941  STATE/COUNTY-  AL/WILCOX
 CN1941  USGS QUAD   -  CATHERINE (1974)
 CN1941
 CN1941                         *CURRENT SURVEY CONTROL
 CN1941  ___________________________________________________________________
 CN1941* NAD 83(1986)-  32 08 50.     (N)    087 29 46.     (W)     SCALED    
 CN1941* NAVD 88     -        52.446  (meters)     172.07   (feet)  ADJUSTED  
 CN1941  ___________________________________________________________________
 CN1941  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CN1941  DYNAMIC HT  -          52.384 (meters)     171.86  (feet)  COMP
 CN1941  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 CN1941
 CN1941  VERT ORDER  -  SECOND    CLASS 0
 CN1941
 CN1941.The horizontal coordinates were scaled from a topographic map and have
 CN1941.an estimated accuracy of +/- 6 seconds.
 CN1941
 CN1941.The orthometric height was determined by differential leveling
 CN1941.and adjusted by the National Geodetic Survey in June 1991..
 CN1941.WARNING-Repeat measurements at this control monument indicate possible
 CN1941.vertical movement.
 CN1941
 CN1941.The geoid height was determined by GEOID03.
 CN1941
 CN1941.The dynamic height is computed by dividing the NAVD 88
 CN1941.geopotential number by the normal gravity value computed on the
 CN1941.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1941.degrees latitude (g = 980.6199 gals.).
 CN1941
 CN1941.The modeled gravity was interpolated from observed gravity values.
 CN1941
 CN1941;                    North         East    Units  Estimated Accuracy
 CN1941;SPC AL W     -   238,050.      600,370.      MT  (+/- 180 meters Scaled)
 CN1941
 CN1941                          SUPERSEDED SURVEY CONTROL
 CN1941
 CN1941  NGVD 29 (??/??/92)   52.385  (m)          171.87   (f) ADJ UNCH    2 0
 CN1941
 CN1941.Superseded values are not recommended for survey control.
 CN1941.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1941.See file dsdata.txt to determine how the superseded data were derived.
 CN1941
 CN1941_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA532568(NAD 83)
 CN1941_MARKER: DB = BENCH MARK DISK
 CN1941_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1941_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1941_STAMPING: B 328 1950
 CN1941_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1941+STABILITY: SURFACE MOTION
 CN1941
 CN1941  HISTORY     - Date     Condition        Report By
 CN1941  HISTORY     - 1950     MONUMENTED       CGS
 CN1941  HISTORY     - 1952     GOOD             NGS
 CN1941
 CN1941                          STATION DESCRIPTION
 CN1941
 CN1941'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1941'3.95 MI S FROM CATHERINE.
 CN1941'ABOUT 2.95 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 CN1941'AT CATHERINE, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A DRIT ROAD, AT
 CN1941'THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING NORTHWEST
 CN1941'AND SOUTH, 159 FEET WEST OF THE SOUTHWEST CORNER OF A CATTLE BARN, 129
 CN1941'FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF ANOTHER BARN, 77 FEET
 CN1941'WEST OF A DRILLED WELL, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 CN1941'ROAD, 13 1/2 FEET NORTH OF THE CENTER LINE OF A DRIVE TO THE BARNS, 1
 CN1941'1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 CN1941'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CN1941
 CN1941                          STATION RECOVERY (1952)
 CN1941
 CN1941'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CN1941'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1256 ***********************************************************************
 BU1256  DESIGNATION -  B 329
 BU1256  PID         -  BU1256
 BU1256  STATE/COUNTY-  AL/WILCOX
 BU1256  USGS QUAD   -  COY (1973)
 BU1256
 BU1256                         *CURRENT SURVEY CONTROL
 BU1256  ___________________________________________________________________
 BU1256* NAD 83(1986)-  31 53 39.     (N)    087 24 30.     (W)     SCALED    
 BU1256* NAVD 88     -        52.634  (meters)     172.68   (feet)  ADJUSTED  
 BU1256  ___________________________________________________________________
 BU1256  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU1256  DYNAMIC HT  -          52.571 (meters)     172.48  (feet)  COMP
 BU1256  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 BU1256
 BU1256  VERT ORDER  -  SECOND    CLASS 0
 BU1256
 BU1256.The horizontal coordinates were scaled from a topographic map and have
 BU1256.an estimated accuracy of +/- 6 seconds.
 BU1256
 BU1256.The orthometric height was determined by differential leveling
 BU1256.and adjusted by the National Geodetic Survey in June 1991..
 BU1256
 BU1256.The geoid height was determined by GEOID03.
 BU1256
 BU1256.The dynamic height is computed by dividing the NAVD 88
 BU1256.geopotential number by the normal gravity value computed on the
 BU1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1256.degrees latitude (g = 980.6199 gals.).
 BU1256
 BU1256.The modeled gravity was interpolated from observed gravity values.
 BU1256
 BU1256;                    North         East    Units  Estimated Accuracy
 BU1256;SPC AL W     -   209,990.      608,670.      MT  (+/- 180 meters Scaled)
 BU1256
 BU1256                          SUPERSEDED SURVEY CONTROL
 BU1256
 BU1256  NGVD 29 (??/??/92)   52.598  (m)          172.57   (f) ADJ UNCH    2 0
 BU1256
 BU1256.Superseded values are not recommended for survey control.
 BU1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1256.See file dsdata.txt to determine how the superseded data were derived.
 BU1256
 BU1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA613287(NAD 83)
 BU1256_MARKER: DB = BENCH MARK DISK
 BU1256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1256_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1256_STAMPING: B 329 1950
 BU1256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1256+STABILITY: SURFACE MOTION
 BU1256
 BU1256  HISTORY     - Date     Condition        Report By
 BU1256  HISTORY     - 1950     MONUMENTED       CGS
 BU1256
 BU1256                          STATION DESCRIPTION
 BU1256
 BU1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1256'3.85 MI E FROM COY.
 BU1256'ABOUT 3.85 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD FROM THE POST
 BU1256'OFFICE AT COY, AT A NORTHEAST-SOUTHWEST GRAVEL CROSSROAD, ABOUT 0.25
 BU1256'MILE SOUTHEAST OF THE COY PUBLIC SCHOOL, ABOUT 0.1 MILE SOUTHWEST OF
 BU1256'LAMBRECHTS FARM STORE, 79 FEET SOUTH OF THE CENTER OF THE
 BU1256'INTERSECTION, 71 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 BU1256'SOUTHWEST, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD SOUTHEAST,
 BU1256'4 FEET NORTH OF A POWER LINE POLE AT JUNCTION OF POWER LINES, 1 1/2
 BU1256'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROADS
 BU1256'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1268 ***********************************************************************
 CM1268  DESIGNATION -  B 33
 CM1268  PID         -  CM1268
 CM1268  STATE/COUNTY-  AL/TALLAPOOSA
 CM1268  USGS QUAD   -  PONDERS (1971)
 CM1268
 CM1268                         *CURRENT SURVEY CONTROL
 CM1268  ___________________________________________________________________
 CM1268* NAD 83(1986)-  32 40 58.     (N)    085 47 14.     (W)     SCALED    
 CM1268* NAVD 88     -       183.858  (meters)     603.21   (feet)  ADJUSTED  
 CM1268  ___________________________________________________________________
 CM1268  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CM1268  DYNAMIC HT  -         183.642 (meters)     602.50  (feet)  COMP
 CM1268  MODELED GRAV-     979,461.3   (mgal)                       NAVD 88
 CM1268
 CM1268  VERT ORDER  -  SECOND    CLASS 0
 CM1268
 CM1268.The horizontal coordinates were scaled from a topographic map and have
 CM1268.an estimated accuracy of +/- 6 seconds.
 CM1268
 CM1268.The orthometric height was determined by differential leveling
 CM1268.and adjusted by the National Geodetic Survey in June 1991..
 CM1268.WARNING-Repeat measurements at this control monument indicate possible
 CM1268.vertical movement.
 CM1268
 CM1268.The geoid height was determined by GEOID03.
 CM1268
 CM1268.The dynamic height is computed by dividing the NAVD 88
 CM1268.geopotential number by the normal gravity value computed on the
 CM1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1268.degrees latitude (g = 980.6199 gals.).
 CM1268
 CM1268.The modeled gravity was interpolated from observed gravity values.
 CM1268
 CM1268;                    North         East    Units  Estimated Accuracy
 CM1268;SPC AL E     -   242,020.      204,320.      MT  (+/- 180 meters Scaled)
 CM1268
 CM1268                          SUPERSEDED SURVEY CONTROL
 CM1268
 CM1268  NGVD 29 (??/??/92)  183.84   (m)          603.1    (f) COMPUTED    2 0
 CM1268
 CM1268.Superseded values are not recommended for survey control.
 CM1268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1268.See file dsdata.txt to determine how the superseded data were derived.
 CM1268
 CM1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB137167(NAD 83)
 CM1268_MARKER: DB = BENCH MARK DISK
 CM1268_SETTING: 0 = UNSPECIFIED SETTING
 CM1268_STAMPING: B 33 1934
 CM1268_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1268
 CM1268  HISTORY     - Date     Condition        Report By
 CM1268  HISTORY     - 1934     MONUMENTED       CGS
 CM1268  HISTORY     - 1969     MARK NOT FOUND   USGS
 CM1268
 CM1268                          STATION DESCRIPTION
 CM1268
 CM1268'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1268'11.4 MI S FROM DADEVILLE.
 CM1268'ALONG STATE HIGHWAY NO. 49, 14 YARDS NORTH OF CONCRETE RIGHT OF
 CM1268'WAY MARKER NO. 654 PLUS 46.9.  68 YARDS NORTH OF ROAD TO FARM
 CM1268'OWNED BY J.B. FLURRY.  5 FEET EAST OF NORTHWEST CORNER OF J.B.
 CM1268'FLURRYS FIELD FENCE.  24 FEET EAST OF CENTER LINE OF HIGHWAY.
 CM1268
 CM1268                          STATION RECOVERY (1969)
 CM1268
 CM1268'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CM1268'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1208 ***********************************************************************
 BU1208  DESIGNATION -  B 330
 BU1208  PID         -  BU1208
 BU1208  STATE/COUNTY-  AL/MONROE
 BU1208  USGS QUAD   -  HYBART (1973)
 BU1208
 BU1208                         *CURRENT SURVEY CONTROL
 BU1208  ___________________________________________________________________
 BU1208* NAD 83(1986)-  31 49 38.     (N)    087 22 42.     (W)     SCALED    
 BU1208* NAVD 88     -        23.400  (meters)      76.77   (feet)  ADJUSTED  
 BU1208  ___________________________________________________________________
 BU1208  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BU1208  DYNAMIC HT  -          23.372 (meters)      76.68  (feet)  COMP
 BU1208  MODELED GRAV-     979,451.3   (mgal)                       NAVD 88
 BU1208
 BU1208  VERT ORDER  -  SECOND    CLASS 0
 BU1208
 BU1208.The horizontal coordinates were scaled from a topographic map and have
 BU1208.an estimated accuracy of +/- 6 seconds.
 BU1208
 BU1208.The orthometric height was determined by differential leveling
 BU1208.and adjusted by the National Geodetic Survey in June 1991..
 BU1208
 BU1208.The geoid height was determined by GEOID03.
 BU1208
 BU1208.The dynamic height is computed by dividing the NAVD 88
 BU1208.geopotential number by the normal gravity value computed on the
 BU1208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1208.degrees latitude (g = 980.6199 gals.).
 BU1208
 BU1208.The modeled gravity was interpolated from observed gravity values.
 BU1208
 BU1208;                    North         East    Units  Estimated Accuracy
 BU1208;SPC AL W     -   202,570.      611,520.      MT  (+/- 180 meters Scaled)
 BU1208
 BU1208                          SUPERSEDED SURVEY CONTROL
 BU1208
 BU1208  NGVD 29 (??/??/92)   23.384  (m)           76.72   (f) ADJ UNCH    2 0
 BU1208
 BU1208.Superseded values are not recommended for survey control.
 BU1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1208.See file dsdata.txt to determine how the superseded data were derived.
 BU1208
 BU1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA641213(NAD 83)
 BU1208_MARKER: DB = BENCH MARK DISK
 BU1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1208_STAMPING: B 330 1950
 BU1208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1208+STABILITY: SURFACE MOTION
 BU1208
 BU1208  HISTORY     - Date     Condition        Report By
 BU1208  HISTORY     - 1950     MONUMENTED       CGS
 BU1208  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1208
 BU1208                          STATION DESCRIPTION
 BU1208
 BU1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1208'IN HYBART.
 BU1208'AT HYBART, ABOUT 0.2 MILE EAST ALONG A GRAVEL ROAD LEADING TO
 BU1208'VREDENBURGH FROM THE INTERSECTION OF STATE HIGHWAY 11, AT THE CROSSING
 BU1208'OF THE ST. LOUIS, SAN FRANCISCO RAILWAY, 115 FEET EAST-SOUTHEAST OF
 BU1208'THE CENTER OF THE INTERSECTION OF THE RAILWAY AND ROAD, 113 FEET
 BU1208'SOUTHWEST OF THE SOUTH CORNER OF A WOODEN BRIDGE OVER A CREEK ON ROAD,
 BU1208'69 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 64 FEET NORTHEAST
 BU1208'AND ACROSS THE TRACK FROM THE EAST CORNER OF THE RAILWAY STATION, 14
 BU1208'FEET NORTH OF TELEPHONE POLE NO. 783/13, 35 FEET NORTHEAST OF THE
 BU1208'NORTHEAST RAIL, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1
 BU1208'FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BU1208'INCHES.
 BU1208
 BU1208                          STATION RECOVERY (1972)
 BU1208
 BU1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1208'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1480 ***********************************************************************
 CN1480  DESIGNATION -  B 331
 CN1480  PID         -  CN1480
 CN1480  STATE/COUNTY-  AL/CHILTON
 CN1480  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1480
 CN1480                         *CURRENT SURVEY CONTROL
 CN1480  ___________________________________________________________________
 CN1480* NAD 83(1986)-  32 46 41.     (N)    086 53 21.     (W)     SCALED    
 CN1480* NAVD 88     -       138.954  (meters)     455.88   (feet)  ADJUSTED  
 CN1480  ___________________________________________________________________
 CN1480  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CN1480  DYNAMIC HT  -         138.796 (meters)     455.37  (feet)  COMP
 CN1480  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 CN1480
 CN1480  VERT ORDER  -  SECOND    CLASS 0
 CN1480
 CN1480.The horizontal coordinates were scaled from a topographic map and have
 CN1480.an estimated accuracy of +/- 6 seconds.
 CN1480
 CN1480.The orthometric height was determined by differential leveling
 CN1480.and adjusted by the National Geodetic Survey in June 1991..
 CN1480
 CN1480.The geoid height was determined by GEOID03.
 CN1480
 CN1480.The dynamic height is computed by dividing the NAVD 88
 CN1480.geopotential number by the normal gravity value computed on the
 CN1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1480.degrees latitude (g = 980.6199 gals.).
 CN1480
 CN1480.The modeled gravity was interpolated from observed gravity values.
 CN1480
 CN1480;                    North         East    Units  Estimated Accuracy
 CN1480;SPC AL W     -   308,170.      657,220.      MT  (+/- 180 meters Scaled)
 CN1480
 CN1480                          SUPERSEDED SURVEY CONTROL
 CN1480
 CN1480  NGVD 29 (??/??/92)  138.926  (m)          455.79   (f) ADJ UNCH    2 0
 CN1480
 CN1480.Superseded values are not recommended for survey control.
 CN1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1480.See file dsdata.txt to determine how the superseded data were derived.
 CN1480
 CN1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB103266(NAD 83)
 CN1480_MARKER: DB = BENCH MARK DISK
 CN1480_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1480_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1480_STAMPING: B 331 1950
 CN1480_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1480+STABILITY: SURFACE MOTION
 CN1480
 CN1480  HISTORY     - Date     Condition        Report By
 CN1480  HISTORY     - 1950     MONUMENTED       CGS
 CN1480
 CN1480                          STATION DESCRIPTION
 CN1480
 CN1480'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1480'1.05 MI NW FROM MAPLESVILLE.
 CN1480'ABOUT 1.05 MILES NORTHWEST ALONG U.S. HIGHWAY 82 FROM ITS INTERSECTION
 CN1480'WITH STATE HIGHWAY 22 AND THE SOUTHERN RAILWAY JUST SOUTH OF
 CN1480'MAPLESVILLE, 142 YARDS SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD
 CN1480'LEADING EAST, 232 FEET EAST OF THE EAST CORNER OF THE MAPLESVILLE
 CN1480'SCHOOL FOR COLORED, 33 FEET EAST OF THE CENTER LINE OF A DIM ROAD
 CN1480'SOUTH, 55 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET
 CN1480'NORTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND
 CN1480'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1692 ***********************************************************************
 CN1692  DESIGNATION -  B 332
 CN1692  PID         -  CN1692
 CN1692  STATE/COUNTY-  AL/PERRY
 CN1692  USGS QUAD   -  BUCK CREEK (1987)
 CN1692
 CN1692                         *CURRENT SURVEY CONTROL
 CN1692  ___________________________________________________________________
 CN1692* NAD 83(1986)-  32 43 34.     (N)    087 07 12.     (W)     SCALED    
 CN1692* NAVD 88     -        86.867  (meters)     285.00   (feet)  ADJUSTED  
 CN1692  ___________________________________________________________________
 CN1692  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN1692  DYNAMIC HT  -          86.767 (meters)     284.67  (feet)  COMP
 CN1692  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CN1692
 CN1692  VERT ORDER  -  SECOND    CLASS 0
 CN1692
 CN1692.The horizontal coordinates were scaled from a topographic map and have
 CN1692.an estimated accuracy of +/- 6 seconds.
 CN1692
 CN1692.The orthometric height was determined by differential leveling
 CN1692.and adjusted by the National Geodetic Survey in June 1991..
 CN1692
 CN1692.The geoid height was determined by GEOID03.
 CN1692
 CN1692.The dynamic height is computed by dividing the NAVD 88
 CN1692.geopotential number by the normal gravity value computed on the
 CN1692.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1692.degrees latitude (g = 980.6199 gals.).
 CN1692
 CN1692.The modeled gravity was interpolated from observed gravity values.
 CN1692
 CN1692;                    North         East    Units  Estimated Accuracy
 CN1692;SPC AL W     -   302,300.      635,620.      MT  (+/- 180 meters Scaled)
 CN1692
 CN1692                          SUPERSEDED SURVEY CONTROL
 CN1692
 CN1692  NGVD 29 (??/??/92)   86.834  (m)          284.89   (f) ADJ UNCH    2 0
 CN1692
 CN1692.Superseded values are not recommended for survey control.
 CN1692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1692.See file dsdata.txt to determine how the superseded data were derived.
 CN1692
 CN1692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB887209(NAD 83)
 CN1692_MARKER: DB = BENCH MARK DISK
 CN1692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1692_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1692_STAMPING: B 332 1950
 CN1692_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1692+STABILITY: SURFACE MOTION
 CN1692
 CN1692  HISTORY     - Date     Condition        Report By
 CN1692  HISTORY     - 1950     MONUMENTED       CGS
 CN1692
 CN1692                          STATION DESCRIPTION
 CN1692
 CN1692'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1692'5.2 MI NE FROM OSBORN.
 CN1692'ABOUT 2.6 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD FROM OSBORN
 CN1692'STORE AT OSBORN, THENCE ABOUT 2.6 MILES NORTH ALONG A GRAVEL ROAD,
 CN1692'ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A DIM ROAD LEADING WEST TO NEW
 CN1692'HOPE CHURCH, 239 FEET SOUTHEAST OF THE EAST CORNER OF A PLANK BRIDGE
 CN1692'OVER A STREAM, 18 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2
 CN1692'FEET SOUTHWEST OF A WIRE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 CN1692'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN1692'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1708 ***********************************************************************
 CN1708  DESIGNATION -  B 333
 CN1708  PID         -  CN1708
 CN1708  STATE/COUNTY-  AL/BIBB
 CN1708  USGS QUAD   -  CENTREVILLE EAST (1983)
 CN1708
 CN1708                         *CURRENT SURVEY CONTROL
 CN1708  ___________________________________________________________________
 CN1708* NAD 83(1986)-  32 54 37.     (N)    087 07 18.     (W)     SCALED    
 CN1708* NAVD 88     -        63.005  (meters)     206.71   (feet)  ADJUSTED  
 CN1708  ___________________________________________________________________
 CN1708  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CN1708  DYNAMIC HT  -          62.935 (meters)     206.48  (feet)  COMP
 CN1708  MODELED GRAV-     979,518.0   (mgal)                       NAVD 88
 CN1708
 CN1708  VERT ORDER  -  SECOND    CLASS 0
 CN1708
 CN1708.The horizontal coordinates were scaled from a topographic map and have
 CN1708.an estimated accuracy of +/- 6 seconds.
 CN1708
 CN1708.The orthometric height was determined by differential leveling
 CN1708.and adjusted by the National Geodetic Survey in June 1991..
 CN1708
 CN1708.The geoid height was determined by GEOID03.
 CN1708
 CN1708.The dynamic height is computed by dividing the NAVD 88
 CN1708.geopotential number by the normal gravity value computed on the
 CN1708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1708.degrees latitude (g = 980.6199 gals.).
 CN1708
 CN1708.The modeled gravity was interpolated from observed gravity values.
 CN1708
 CN1708;                    North         East    Units  Estimated Accuracy
 CN1708;SPC AL W     -   322,730.      635,390.      MT  (+/- 180 meters Scaled)
 CN1708
 CN1708                          SUPERSEDED SURVEY CONTROL
 CN1708
 CN1708  NGVD 29 (??/??/92)   62.985  (m)          206.64   (f) ADJ UNCH    2 0
 CN1708
 CN1708.Superseded values are not recommended for survey control.
 CN1708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1708.See file dsdata.txt to determine how the superseded data were derived.
 CN1708
 CN1708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB886413(NAD 83)
 CN1708_MARKER: DB = BENCH MARK DISK
 CN1708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1708_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1708_STAMPING: B 333 1950
 CN1708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1708+STABILITY: SURFACE MOTION
 CN1708
 CN1708  HISTORY     - Date     Condition        Report By
 CN1708  HISTORY     - 1950     MONUMENTED       CGS
 CN1708
 CN1708                          STATION DESCRIPTION
 CN1708
 CN1708'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1708'2.85 MI S FROM CENTREVILLE.
 CN1708'ABOUT 2.85 MILES SOUTH ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 CN1708'CENTREVILLE, ABOUT 1.15 MILES SOUTH OF A BRIDGE OVER SANDY CREEK, 93
 CN1708'FEET NORTHWEST OF THE NORTHWEST CORNER OF A STEEL BRIDGE OVER
 CN1708'LIGHTSEYS POND, 41 FEET WEST-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CN1708'8.5 FEET NORTHEAST OF THE CENTER OF A GATE, 6 FEET EAST-SOUTHEAST OF A
 CN1708'POWER POLE WITH GUY WIRE, 25 FEET NORTHEAST OF THE POND BANK, 2 FEET
 CN1708'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 CN1708'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1681 ***********************************************************************
 CN1681  DESIGNATION -  B 334
 CN1681  PID         -  CN1681
 CN1681  STATE/COUNTY-  AL/PERRY
 CN1681  USGS QUAD   -  HARRISBURG (1983)
 CN1681
 CN1681                         *CURRENT SURVEY CONTROL
 CN1681  ___________________________________________________________________
 CN1681* NAD 83(1986)-  32 46 34.     (N)    087 12 19.     (W)     SCALED    
 CN1681* NAVD 88     -        75.011  (meters)     246.10   (feet)  ADJUSTED  
 CN1681  ___________________________________________________________________
 CN1681  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CN1681  DYNAMIC HT  -          74.925 (meters)     245.82  (feet)  COMP
 CN1681  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CN1681
 CN1681  VERT ORDER  -  SECOND    CLASS 0
 CN1681
 CN1681.The horizontal coordinates were scaled from a topographic map and have
 CN1681.an estimated accuracy of +/- 6 seconds.
 CN1681
 CN1681.The orthometric height was determined by differential leveling
 CN1681.and adjusted by the National Geodetic Survey in June 1991..
 CN1681
 CN1681.The geoid height was determined by GEOID03.
 CN1681
 CN1681.The dynamic height is computed by dividing the NAVD 88
 CN1681.geopotential number by the normal gravity value computed on the
 CN1681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1681.degrees latitude (g = 980.6199 gals.).
 CN1681
 CN1681.The modeled gravity was interpolated from observed gravity values.
 CN1681
 CN1681;                    North         East    Units  Estimated Accuracy
 CN1681;SPC AL W     -   307,820.      627,610.      MT  (+/- 180 meters Scaled)
 CN1681
 CN1681                          SUPERSEDED SURVEY CONTROL
 CN1681
 CN1681  NGVD 29 (??/??/92)   74.981  (m)          246.00   (f) ADJ UNCH    2 0
 CN1681
 CN1681.Superseded values are not recommended for survey control.
 CN1681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1681.See file dsdata.txt to determine how the superseded data were derived.
 CN1681
 CN1681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB807264(NAD 83)
 CN1681_MARKER: DB = BENCH MARK DISK
 CN1681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1681_STAMPING: B 334 1950
 CN1681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1681+STABILITY: SURFACE MOTION
 CN1681
 CN1681  HISTORY     - Date     Condition        Report By
 CN1681  HISTORY     - 1950     MONUMENTED       CGS
 CN1681  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN1681
 CN1681                          STATION DESCRIPTION
 CN1681
 CN1681'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1681'5.15 MI E FROM HEIBERGER.
 CN1681'ABOUT 3.55 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO PAYNES
 CN1681'CHAPEL FROM THE INTERSECTION OF STATE HIGHWAY 5 AT HEIBERGER CHURCH,
 CN1681'THENCE ABOUT 1.6 MILES SOUTHEAST ALONG GRAVEL ROADS, ABOUT 0.4 MILE
 CN1681'SOUTHEAST OF THEE JUNCTION OF A ROAD NORTH, AT THE NORTHWEST END OF A
 CN1681'CUT, 101 YARDS SOUTHEAST OF A WOODEN BRIDGE OVER A SMALL STREAM, 68
 CN1681'YARDS SOUTHEAST OF A SMALL PLANK BRIDGE OVER A DRY BED, 89 FEET
 CN1681'SOUTHEAST OF THE CENTER OF A DIM TRAIL NORTHEAST, 82 YARDS NORTHWEST
 CN1681'OF THE NORTHWEST END OF A CULTIVATED FIELD ON SOUTHWEST SIDE OF ROAD,
 CN1681'24.5 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, IN A SMALL
 CN1681'ABANDONED GRAVEL PIT, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 CN1681'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1681'PROJECTING 3 INCHES.
 CN1681
 CN1681                          STATION RECOVERY (1975)
 CN1681
 CN1681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN1681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1892 ***********************************************************************
 CN1892  DESIGNATION -  B 335
 CN1892  PID         -  CN1892
 CN1892  STATE/COUNTY-  AL/DALLAS
 CN1892  USGS QUAD   -  BROWNS (1968)
 CN1892
 CN1892                         *CURRENT SURVEY CONTROL
 CN1892  ___________________________________________________________________
 CN1892* NAD 83(1986)-  32 26 50.     (N)    087 21 33.     (W)     SCALED    
 CN1892* NAVD 88     -        64.108  (meters)     210.33   (feet)  ADJUSTED  
 CN1892  ___________________________________________________________________
 CN1892  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN1892  DYNAMIC HT  -          64.034 (meters)     210.08  (feet)  COMP
 CN1892  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 CN1892
 CN1892  VERT ORDER  -  SECOND    CLASS 0
 CN1892
 CN1892.The horizontal coordinates were scaled from a topographic map and have
 CN1892.an estimated accuracy of +/- 6 seconds.
 CN1892
 CN1892.The orthometric height was determined by differential leveling
 CN1892.and adjusted by the National Geodetic Survey in June 1991..
 CN1892
 CN1892.The geoid height was determined by GEOID03.
 CN1892
 CN1892.The dynamic height is computed by dividing the NAVD 88
 CN1892.geopotential number by the normal gravity value computed on the
 CN1892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1892.degrees latitude (g = 980.6199 gals.).
 CN1892
 CN1892.The modeled gravity was interpolated from observed gravity values.
 CN1892
 CN1892;                    North         East    Units  Estimated Accuracy
 CN1892;SPC AL W     -   271,320.      613,240.      MT  (+/- 180 meters Scaled)
 CN1892
 CN1892                          SUPERSEDED SURVEY CONTROL
 CN1892
 CN1892  NGVD 29 (??/??/92)   64.061  (m)          210.17   (f) ADJ UNCH    2 0
 CN1892
 CN1892.Superseded values are not recommended for survey control.
 CN1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1892.See file dsdata.txt to determine how the superseded data were derived.
 CN1892
 CN1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA662900(NAD 83)
 CN1892_MARKER: DB = BENCH MARK DISK
 CN1892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1892_STAMPING: B 335 1950
 CN1892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1892+STABILITY: SURFACE MOTION
 CN1892
 CN1892  HISTORY     - Date     Condition        Report By
 CN1892  HISTORY     - 1950     MONUMENTED       CGS
 CN1892
 CN1892                          STATION DESCRIPTION
 CN1892
 CN1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1892'0.55 MI N FROM BROWNS.
 CN1892'ABOUT 0.55 MILE NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION OF
 CN1892'U.S. HIGHWAY 80 AT BROWNS, ABOUT 0.75 MILE NORTH OF STATE HIGHWAY 5
 CN1892'OVERPASS OVER THE SOUTHERN RAILROAD, ABOUT 30 YARDS NORTHWEST OF THE
 CN1892'TOP OF A GRADE, 50 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 153
 CN1892'FEET SOUTH OF A POWER POLE, 1 FEET EAST OF A FENCE LINE, 2 FEET SOUTH
 CN1892'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET
 CN1892'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2174 ***********************************************************************
 CN2174  DESIGNATION -  B 336
 CN2174  PID         -  CN2174
 CN2174  STATE/COUNTY-  AL/WILCOX
 CN2174  USGS QUAD   -  TILDEN (1987)
 CN2174
 CN2174                         *CURRENT SURVEY CONTROL
 CN2174  ___________________________________________________________________
 CN2174* NAD 83(1986)-  32 00 51.     (N)    087 14 43.     (W)     SCALED    
 CN2174* NAVD 88     -        87.909  (meters)     288.41   (feet)  ADJUSTED  
 CN2174  ___________________________________________________________________
 CN2174  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CN2174  DYNAMIC HT  -          87.808 (meters)     288.08  (feet)  COMP
 CN2174  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 CN2174
 CN2174  VERT ORDER  -  SECOND    CLASS 0
 CN2174
 CN2174.The horizontal coordinates were scaled from a topographic map and have
 CN2174.an estimated accuracy of +/- 6 seconds.
 CN2174
 CN2174.The orthometric height was determined by differential leveling
 CN2174.and adjusted by the National Geodetic Survey in June 1991..
 CN2174
 CN2174.The geoid height was determined by GEOID03.
 CN2174
 CN2174.The dynamic height is computed by dividing the NAVD 88
 CN2174.geopotential number by the normal gravity value computed on the
 CN2174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2174.degrees latitude (g = 980.6199 gals.).
 CN2174
 CN2174.The modeled gravity was interpolated from observed gravity values.
 CN2174
 CN2174;                    North         East    Units  Estimated Accuracy
 CN2174;SPC AL W     -   223,320.      624,060.      MT  (+/- 180 meters Scaled)
 CN2174
 CN2174                          SUPERSEDED SURVEY CONTROL
 CN2174
 CN2174  NGVD 29 (??/??/92)   87.88   (m)          288.3    (f) COMPUTED    2 0
 CN2174
 CN2174.Superseded values are not recommended for survey control.
 CN2174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2174.See file dsdata.txt to determine how the superseded data were derived.
 CN2174
 CN2174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA768420(NAD 83)
 CN2174_MARKER: DB = BENCH MARK DISK
 CN2174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2174_STAMPING: B 336 1950
 CN2174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2174+STABILITY: SURFACE MOTION
 CN2174
 CN2174  HISTORY     - Date     Condition        Report By
 CN2174  HISTORY     - 1950     MONUMENTED       CGS
 CN2174
 CN2174                          STATION DESCRIPTION
 CN2174
 CN2174'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2174'3.2 MI NE FROM CAMDEN.
 CN2174'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 43 FROM THE COURTHOUSE
 CN2174'IN CAMDEN, 0.85 MILE SOUTHWEST OF THE JUNCTION WITH A SIDE ROAD
 CN2174'LEADING WEST, ABOUT 2/3 OF THE WAY UP A LONG STEEP GRADE ASCENDING TO
 CN2174'THE NORTHEAST, AT THE JUNCTION OF A PRIVATE DRIVE LEADING SOUTHEAST,
 CN2174'71 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET SOUTHWEST
 CN2174'OF THE CENTERLINE OF THE PRIVATE DRIVE, 59 FEET EAST OF A POWER POLE,
 CN2174'53 FEET SOUTH OF THE SOUTHEAST END OF A 24-INCH PIPE CULVERT UNDER THE
 CN2174'HIGHWAY, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CN2174'WITH THE HIGHWAY AND IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN2174'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1747 ***********************************************************************
 BU1747  DESIGNATION -  B 337
 BU1747  PID         -  BU1747
 BU1747  STATE/COUNTY-  AL/CLARKE
 BU1747  USGS QUAD   -  CHANCE (1972)
 BU1747
 BU1747                         *CURRENT SURVEY CONTROL
 BU1747  ___________________________________________________________________
 BU1747* NAD 83(1986)-  31 44 17.     (N)    087 33 51.     (W)     SCALED    
 BU1747* NAVD 88     -        98.538  (meters)     323.29   (feet)  ADJUSTED  
 BU1747  ___________________________________________________________________
 BU1747  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1747  DYNAMIC HT  -          98.419 (meters)     322.90  (feet)  COMP
 BU1747  MODELED GRAV-     979,433.1   (mgal)                       NAVD 88
 BU1747
 BU1747  VERT ORDER  -  SECOND    CLASS 0
 BU1747
 BU1747.The horizontal coordinates were scaled from a topographic map and have
 BU1747.an estimated accuracy of +/- 6 seconds.
 BU1747
 BU1747.The orthometric height was determined by differential leveling
 BU1747.and adjusted by the National Geodetic Survey in June 1991..
 BU1747
 BU1747.The geoid height was determined by GEOID03.
 BU1747
 BU1747.The dynamic height is computed by dividing the NAVD 88
 BU1747.geopotential number by the normal gravity value computed on the
 BU1747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1747.degrees latitude (g = 980.6199 gals.).
 BU1747
 BU1747.The modeled gravity was interpolated from observed gravity values.
 BU1747
 BU1747;                    North         East    Units  Estimated Accuracy
 BU1747;SPC AL W     -   192,680.      593,920.      MT  (+/- 180 meters Scaled)
 BU1747
 BU1747                          SUPERSEDED SURVEY CONTROL
 BU1747
 BU1747  NGVD 29 (??/??/92)   98.503  (m)          323.17   (f) ADJ UNCH    2 0
 BU1747
 BU1747.Superseded values are not recommended for survey control.
 BU1747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1747.See file dsdata.txt to determine how the superseded data were derived.
 BU1747
 BU1747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA465115(NAD 83)
 BU1747_MARKER: DB = BENCH MARK DISK
 BU1747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1747_STAMPING: B 337 1950
 BU1747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1747+STABILITY: SURFACE MOTION
 BU1747
 BU1747  HISTORY     - Date     Condition        Report By
 BU1747  HISTORY     - 1950     MONUMENTED       CGS
 BU1747  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1747
 BU1747                          STATION DESCRIPTION
 BU1747
 BU1747'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1747'2.7 MI W FROM CHANCE.
 BU1747'2.7 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT CHANCE,
 BU1747'ABOUT 0.3 MILE EAST OF THE JUNCTION OF DAVIS FERRY ROAD LEADING SOUTH,
 BU1747'ABOUT 0.4 MILE EAST OF A SMALL CEMETERY LOCATED SOUTH OF ROAD, ABOUT
 BU1747'0.2 MILE EAST OF THE JUNCTION OF A ROAD SOUTH, 43 YARDS EAST OF THE
 BU1747'BOTTOM OF GRADES, ABOUT 178 YARDS WEST OF THE TOP OF A GRADE, 32 FEET
 BU1747'NORTH OF THE CENTER LINE OF THE ROAD, 20.5 FEET WEST OF A 28-INCH PINE
 BU1747'TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 BU1747'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BU1747
 BU1747                          STATION RECOVERY (1972)
 BU1747
 BU1747'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1747'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2640 ***********************************************************************
 CN2640  DESIGNATION -  B 337
 CN2640  PID         -  CN2640
 CN2640  STATE/COUNTY-  AL/MARENGO
 CN2640  USGS QUAD   -  DEMOPOLIS (1979)
 CN2640
 CN2640                         *CURRENT SURVEY CONTROL
 CN2640  ___________________________________________________________________
 CN2640* NAD 83(1986)-  32 30 58.     (N)    087 49 44.     (W)     SCALED    
 CN2640* NAVD 88     -        33.867  (meters)     111.11   (feet)  ADJUSTED  
 CN2640  ___________________________________________________________________
 CN2640  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN2640  DYNAMIC HT  -          33.828 (meters)     110.98  (feet)  COMP
 CN2640  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 CN2640  OBS GRAVITY -     979,484.3   (mgal)                       GRAV_OBS
 CN2640
 CN2640  VERT ORDER  -  FIRST     CLASS I
 CN2640
 CN2640.The horizontal coordinates were scaled from a topographic map and have
 CN2640.an estimated accuracy of +/- 6 seconds.
 CN2640
 CN2640.The orthometric height was determined by differential leveling
 CN2640.and adjusted by the National Geodetic Survey in June 1991..
 CN2640
 CN2640.The geoid height was determined by GEOID03.
 CN2640
 CN2640.The dynamic height is computed by dividing the NAVD 88
 CN2640.geopotential number by the normal gravity value computed on the
 CN2640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2640.degrees latitude (g = 980.6199 gals.).
 CN2640
 CN2640.The modeled gravity was interpolated from observed gravity values.
 CN2640.The observed gravity was obtained from relative gravimeter ties
 CN2640.to the IGSN71 gravity network.
 CN2640
 CN2640;                    North         East    Units  Estimated Accuracy
 CN2640;SPC AL W     -   279,000.      569,100.      MT  (+/- 180 meters Scaled)
 CN2640
 CN2640                          SUPERSEDED SURVEY CONTROL
 CN2640
 CN2640  NGVD 29 (??/??/??)   33.848  (m)          111.05   (f) ADJUSTED    1 1
 CN2640
 CN2640.Superseded values are not recommended for survey control.
 CN2640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2640.See file dsdata.txt to determine how the superseded data were derived.
 CN2640
 CN2640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA221979(NAD 83)
 CN2640_MARKER: DE = TRAVERSE STATION DISK
 CN2640_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2640_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2640_STAMPING: 1936 TRA STA B 337
 CN2640_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2640+STABILITY: SURFACE MOTION
 CN2640
 CN2640  HISTORY     - Date     Condition        Report By
 CN2640  HISTORY     - 1936     MONUMENTED       USE
 CN2640  HISTORY     - 1968     GOOD             NGS
 CN2640
 CN2640                          STATION DESCRIPTION
 CN2640
 CN2640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN2640'0.65 MI E FROM DEMOPOLIS.
 CN2640'0.15 MILE SOUTH ALONG NORTH WALNUT AVENUE FROM THE POST OFFICE AT
 CN2640'DEMOPOLIS, THENCE 0.5 MILE EAST ALONG THE TRACK OF THE SOUTHERN
 CN2640'RAILWAY SYSTEM, IN SECTION 19, T 18 N, R 3 E, 87 FEET SOUTHWEST OF THE
 CN2640'CENTER OF A CROSSING OF THE TRACKS OF THE SOUTHERN RAILWAY SYSTEM AND
 CN2640'THE SAINT LOUIS-SAN FRANCISCO RAILWAY COMPANY, 74 1/2 FEET SOUTH OF
 CN2640'THE SOUTH RAIL OF THE SOUTHERN TRACK, 66 FEET SOUTHWEST OF THE
 CN2640'SOUTHWEST RAIL OF THE SAINT LOUIS-SAN FRANCISCO TRACK, 45 1/2 FEET
 CN2640'NORTHWEST OF THE NORTHWEST RAIL OF A SIDETRACK, 119 FEET SOUTHWEST OF
 CN2640'TBM 55, 1.3 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 CN2640'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CN2640'PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1711 ***********************************************************************
 BU1711  DESIGNATION -  B 338
 BU1711  PID         -  BU1711
 BU1711  STATE/COUNTY-  AL/CLARKE
 BU1711  USGS QUAD   -  LOWER PEACH TREE (1973)
 BU1711
 BU1711                         *CURRENT SURVEY CONTROL
 BU1711  ___________________________________________________________________
 BU1711* NAD 83(1986)-  31 48 50.     (N)    087 36 59.     (W)     SCALED    
 BU1711* NAVD 88     -       132.458  (meters)     434.57   (feet)  ADJUSTED  
 BU1711  ___________________________________________________________________
 BU1711  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BU1711  DYNAMIC HT  -         132.299 (meters)     434.05  (feet)  COMP
 BU1711  MODELED GRAV-     979,437.9   (mgal)                       NAVD 88
 BU1711
 BU1711  VERT ORDER  -  SECOND    CLASS 0
 BU1711
 BU1711.The horizontal coordinates were scaled from a topographic map and have
 BU1711.an estimated accuracy of +/- 6 seconds.
 BU1711
 BU1711.The orthometric height was determined by differential leveling
 BU1711.and adjusted by the National Geodetic Survey in June 1991..
 BU1711
 BU1711.The geoid height was determined by GEOID03.
 BU1711
 BU1711.The dynamic height is computed by dividing the NAVD 88
 BU1711.geopotential number by the normal gravity value computed on the
 BU1711.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1711.degrees latitude (g = 980.6199 gals.).
 BU1711
 BU1711.The modeled gravity was interpolated from observed gravity values.
 BU1711
 BU1711;                    North         East    Units  Estimated Accuracy
 BU1711;SPC AL W     -   201,100.      588,980.      MT  (+/- 180 meters Scaled)
 BU1711
 BU1711                          SUPERSEDED SURVEY CONTROL
 BU1711
 BU1711  NGVD 29 (??/??/92)  132.423  (m)          434.46   (f) ADJ UNCH    2 0
 BU1711
 BU1711.Superseded values are not recommended for survey control.
 BU1711.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1711.See file dsdata.txt to determine how the superseded data were derived.
 BU1711
 BU1711_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA416199(NAD 83)
 BU1711_MARKER: DB = BENCH MARK DISK
 BU1711_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1711_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1711_STAMPING: B 338 1950
 BU1711_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1711+STABILITY: SURFACE MOTION
 BU1711
 BU1711  HISTORY     - Date     Condition        Report By
 BU1711  HISTORY     - 1950     MONUMENTED       CGS
 BU1711  HISTORY     - 1967     GOOD             NGS
 BU1711
 BU1711                          STATION DESCRIPTION
 BU1711
 BU1711'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BU1711'5.1 MI SW FROM LOWER PEACH TREE.
 BU1711'LOCATED ABOUT 5.1 MILES SOUTHWEST ALONG A BLACK TOP ROAD (STATE
 BU1711'HIGHWAY 35) FROM THE POST OFFICE AT LOWER PEACH TREE, ABOUT 1.95 MILES
 BU1711'NORTH OF THE CHURCH AND SCHOOL AT NETTLEBORO, AT THE JUNCTION WITH A
 BU1711'ROAD LEADING WEST, 72 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 35,
 BU1711'43 FEET NORTHEAST OF THE ROAD LEADING NORTHWEST, 37.5 FEET NORTH OF A
 BU1711'POWER POLE WITH BRACE POLE, 4 FEET EAST OF AN OLD WIRE FENCE AND 1
 BU1711'FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD BENCH MARK DISK
 BU1711'STAMPED B 338 1950 SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BU1711'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1728 ***********************************************************************
 BU1728  DESIGNATION -  B 339
 BU1728  PID         -  BU1728
 BU1728  STATE/COUNTY-  AL/CLARKE
 BU1728  USGS QUAD   -  FULTON EAST (1973)
 BU1728
 BU1728                         *CURRENT SURVEY CONTROL
 BU1728  ___________________________________________________________________
 BU1728* NAD 83(1986)-  31 52 06.     (N)    087 42 59.     (W)     SCALED    
 BU1728* NAVD 88     -       141.943  (meters)     465.69   (feet)  ADJUSTED  
 BU1728  ___________________________________________________________________
 BU1728  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BU1728  DYNAMIC HT  -         141.776 (meters)     465.14  (feet)  COMP
 BU1728  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 BU1728
 BU1728  VERT ORDER  -  SECOND    CLASS 0
 BU1728
 BU1728.The horizontal coordinates were scaled from a topographic map and have
 BU1728.an estimated accuracy of +/- 6 seconds.
 BU1728
 BU1728.The orthometric height was determined by differential leveling
 BU1728.and adjusted by the National Geodetic Survey in June 1991..
 BU1728
 BU1728.The geoid height was determined by GEOID03.
 BU1728
 BU1728.The dynamic height is computed by dividing the NAVD 88
 BU1728.geopotential number by the normal gravity value computed on the
 BU1728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1728.degrees latitude (g = 980.6199 gals.).
 BU1728
 BU1728.The modeled gravity was interpolated from observed gravity values.
 BU1728
 BU1728;                    North         East    Units  Estimated Accuracy
 BU1728;SPC AL W     -   207,150.      579,530.      MT  (+/- 180 meters Scaled)
 BU1728
 BU1728                          SUPERSEDED SURVEY CONTROL
 BU1728
 BU1728  NGVD 29 (??/??/92)  141.909  (m)          465.58   (f) ADJ UNCH    2 0
 BU1728
 BU1728.Superseded values are not recommended for survey control.
 BU1728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1728.See file dsdata.txt to determine how the superseded data were derived.
 BU1728
 BU1728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA322260(NAD 83)
 BU1728_MARKER: DB = BENCH MARK DISK
 BU1728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1728_STAMPING: B 339 1950
 BU1728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1728+STABILITY: SURFACE MOTION
 BU1728
 BU1728  HISTORY     - Date     Condition        Report By
 BU1728  HISTORY     - 1950     MONUMENTED       CGS
 BU1728  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1728
 BU1728                          STATION DESCRIPTION
 BU1728
 BU1728'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1728'3.6 MI SE FROM THOMASVILLE.
 BU1728'0.15 MILE EAST ALONG A BLACK TOP STREET FROM THE SOUTHERN RAILWAY
 BU1728'STATION AT THOMASVILLE, THENCE ABOUT 3.45 MILES SOUTHEAST ALONG OLD
 BU1728'STATE HIGHWAY 5, ABOUT 0.8 MILE SOUTHEAST OF A CONCRETE BRIDGE OVER A
 BU1728'CREEK, ABOUT 75 YARDS EAST OF THE TOP OF A GRADE AND THE JUNCTION OF A
 BU1728'TRAIL SOUTHWEST, AT THE JUNCTION OF A TRAIL LEADING NORTHEAST, 43 FEET
 BU1728'NORTH OF THE CENTER LINE OF THE ROAD, 20 FEET NORTHWEST OF THE CENTER
 BU1728'LINE OF THE TRAIL NORTHEAST, 206 FEET WEST OF A POWER POLE AND IN LINE
 BU1728'WITH THE ROW OF POLES, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1
 BU1728'1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU1728'PROJECTING 4 INCHES.
 BU1728
 BU1728                          STATION RECOVERY (1973)
 BU1728
 BU1728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1728'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0997 ***********************************************************************
 BU0997  DESIGNATION -  B 340
 BU0997  PID         -  BU0997
 BU0997  STATE/COUNTY-  AL/MONROE
 BU0997  USGS QUAD   -  MEXIA (1986)
 BU0997
 BU0997                         *CURRENT SURVEY CONTROL
 BU0997  ___________________________________________________________________
 BU0997* NAD 83(1986)-  31 33 57.     (N)    087 26 43.     (W)     SCALED    
 BU0997* NAVD 88     -        56.748  (meters)     186.18   (feet)  ADJUSTED  
 BU0997  ___________________________________________________________________
 BU0997  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BU0997  DYNAMIC HT  -          56.678 (meters)     185.95  (feet)  COMP
 BU0997  MODELED GRAV-     979,417.2   (mgal)                       NAVD 88
 BU0997
 BU0997  VERT ORDER  -  SECOND    CLASS 0
 BU0997
 BU0997.The horizontal coordinates were scaled from a topographic map and have
 BU0997.an estimated accuracy of +/- 6 seconds.
 BU0997
 BU0997.The orthometric height was determined by differential leveling
 BU0997.and adjusted by the National Geodetic Survey in June 1991..
 BU0997
 BU0997.The geoid height was determined by GEOID03.
 BU0997
 BU0997.The dynamic height is computed by dividing the NAVD 88
 BU0997.geopotential number by the normal gravity value computed on the
 BU0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0997.degrees latitude (g = 980.6199 gals.).
 BU0997
 BU0997.The modeled gravity was interpolated from observed gravity values.
 BU0997
 BU0997;                    North         East    Units  Estimated Accuracy
 BU0997;SPC AL W     -   173,590.      605,200.      MT  (+/- 180 meters Scaled)
 BU0997
 BU0997                          SUPERSEDED SURVEY CONTROL
 BU0997
 BU0997  NGVD 29 (??/??/92)   56.719  (m)          186.09   (f) ADJ UNCH    2 0
 BU0997
 BU0997.Superseded values are not recommended for survey control.
 BU0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0997.See file dsdata.txt to determine how the superseded data were derived.
 BU0997
 BU0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV577923(NAD 83)
 BU0997_MARKER: DB = BENCH MARK DISK
 BU0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0997_STAMPING: B 340 1950
 BU0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0997+STABILITY: SURFACE MOTION
 BU0997
 BU0997  HISTORY     - Date     Condition        Report By
 BU0997  HISTORY     - 1950     MONUMENTED       CGS
 BU0997  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU0997
 BU0997                          STATION DESCRIPTION
 BU0997
 BU0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU0997'3.0 MI SW FROM FOUNTAIN.
 BU0997'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE ST. LOUIS-SAN
 BU0997'FRANCISCO RAILWAY STATION AT FOUNTAIN, THENCE ABOUT 2.0 MILES
 BU0997'SOUTHWEST ALONG A POOR ROAD, ABOUT 2.0 MILES SOUTHWEST OF THE ROAD
 BU0997'JUNCTION AND STORE AT HIXON, ABOUT 1.05 MILES SOUTHWEST OF THE HIXON
 BU0997'FAMILY CEMETERY, 0.6 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 BU0997'NORTHWEST TO A FIRE TOWER, ABOUT 0.25 MILE SOUTHWEST OF THE JUNCTION
 BU0997'OF TRAILS NORTHWEST AND SOUTH, AT THE BOTTOM OF A GRADE, 93 YARDS
 BU0997'SOUTHWEST OF THE SOUTHWEST END OF A CUT, 46 FEET WEST OF THE CENTER
 BU0997'LINE OF THE ROAD, 2 FEET EAST OF A WHITE WOOODEN WITNESS POST, 1 FOOT
 BU0997'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BU0997'INCHES.
 BU0997
 BU0997                          STATION RECOVERY (1972)
 BU0997
 BU0997'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU0997'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1176 ***********************************************************************
 BU1176  DESIGNATION -  B 341
 BU1176  PID         -  BU1176
 BU1176  STATE/COUNTY-  AL/WILCOX
 BU1176  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1176
 BU1176                         *CURRENT SURVEY CONTROL
 BU1176  ___________________________________________________________________
 BU1176* NAD 83(1986)-  31 52 39.     (N)    087 19 21.     (W)     SCALED    
 BU1176* NAVD 88     -       119.143  (meters)     390.89   (feet)  ADJUSTED  
 BU1176  ___________________________________________________________________
 BU1176  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BU1176  DYNAMIC HT  -         119.003 (meters)     390.43  (feet)  COMP
 BU1176  MODELED GRAV-     979,461.2   (mgal)                       NAVD 88
 BU1176
 BU1176  VERT ORDER  -  SECOND    CLASS 0
 BU1176
 BU1176.The horizontal coordinates were scaled from a topographic map and have
 BU1176.an estimated accuracy of +/- 6 seconds.
 BU1176
 BU1176.The orthometric height was determined by differential leveling
 BU1176.and adjusted by the National Geodetic Survey in June 1991..
 BU1176
 BU1176.The geoid height was determined by GEOID03.
 BU1176
 BU1176.The dynamic height is computed by dividing the NAVD 88
 BU1176.geopotential number by the normal gravity value computed on the
 BU1176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1176.degrees latitude (g = 980.6199 gals.).
 BU1176
 BU1176.The modeled gravity was interpolated from observed gravity values.
 BU1176
 BU1176;                    North         East    Units  Estimated Accuracy
 BU1176;SPC AL W     -   208,160.      616,790.      MT  (+/- 180 meters Scaled)
 BU1176
 BU1176                          SUPERSEDED SURVEY CONTROL
 BU1176
 BU1176  NGVD 29 (??/??/92)  119.110  (m)          390.78   (f) ADJ UNCH    2 0
 BU1176
 BU1176.Superseded values are not recommended for survey control.
 BU1176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1176.See file dsdata.txt to determine how the superseded data were derived.
 BU1176
 BU1176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA694269(NAD 83)
 BU1176_MARKER: DB = BENCH MARK DISK
 BU1176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1176_STAMPING: B 341 1950
 BU1176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1176+STABILITY: SURFACE MOTION
 BU1176
 BU1176  HISTORY     - Date     Condition        Report By
 BU1176  HISTORY     - 1950     MONUMENTED       CGS
 BU1176  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1176
 BU1176                          STATION DESCRIPTION
 BU1176
 BU1176'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1176'9.3 MI NE FROM HYBART.
 BU1176'ABOUT 5.25 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 BU1176'AT HYBART, THENCE ABOUT 4.05 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 BU1176'ROAD, ABOUT 0.7 MILE EAST OF REEVES CHAPEL CHURCH AND CEMETERY, AT A
 BU1176'CURVE IN THE ROAD WITH TANGENTS EXTENDING WEST-SOUTHWEST AND
 BU1176'EAST-SOUTHEAST, 119 1.2 FEET EAST OF A TRIANGULAR BLAZED 26-INCH
 BU1176'MAGNOLIA TREE, 44 1/2 FEET NORTH OF THE CENTER LINE OF THE ROAD, 16
 BU1176'FEET WEST-SOUTHWEST OF A TRIANGUHAR BLAZED 30-INCH HICKORY TREE, 1 1/2
 BU1176'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE
 BU1176'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BU1176
 BU1176                          STATION RECOVERY (1972)
 BU1176
 BU1176'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1176'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1187 ***********************************************************************
 BU1187  DESIGNATION -  B 342
 BU1187  PID         -  BU1187
 BU1187  STATE/COUNTY-  AL/WILCOX
 BU1187  USGS QUAD   -  ROSEBUD (1981)
 BU1187
 BU1187                         *CURRENT SURVEY CONTROL
 BU1187  ___________________________________________________________________
 BU1187* NAD 83(1986)-  31 54 59.     (N)    087 11 00.     (W)     SCALED    
 BU1187* NAVD 88     -        74.296  (meters)     243.75   (feet)  ADJUSTED  
 BU1187  ___________________________________________________________________
 BU1187  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BU1187  DYNAMIC HT  -          74.208 (meters)     243.46  (feet)  COMP
 BU1187  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 BU1187
 BU1187  VERT ORDER  -  SECOND    CLASS 0
 BU1187
 BU1187.The horizontal coordinates were scaled from a topographic map and have
 BU1187.an estimated accuracy of +/- 6 seconds.
 BU1187
 BU1187.The orthometric height was determined by differential leveling
 BU1187.and adjusted by the National Geodetic Survey in June 1991..
 BU1187
 BU1187.The geoid height was determined by GEOID03.
 BU1187
 BU1187.The dynamic height is computed by dividing the NAVD 88
 BU1187.geopotential number by the normal gravity value computed on the
 BU1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1187.degrees latitude (g = 980.6199 gals.).
 BU1187
 BU1187.The modeled gravity was interpolated from observed gravity values.
 BU1187
 BU1187;                    North         East    Units  Estimated Accuracy
 BU1187;SPC AL W     -   212,500.      629,950.      MT  (+/- 180 meters Scaled)
 BU1187
 BU1187                          SUPERSEDED SURVEY CONTROL
 BU1187
 BU1187  NGVD 29 (??/??/92)   74.266  (m)          243.65   (f) ADJ UNCH    2 0
 BU1187
 BU1187.Superseded values are not recommended for survey control.
 BU1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1187.See file dsdata.txt to determine how the superseded data were derived.
 BU1187
 BU1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA826311(NAD 83)
 BU1187_MARKER: DB = BENCH MARK DISK
 BU1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1187_STAMPING: B 342 1950
 BU1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1187+STABILITY: SURFACE MOTION
 BU1187
 BU1187  HISTORY     - Date     Condition        Report By
 BU1187  HISTORY     - 1950     MONUMENTED       CGS
 BU1187
 BU1187                          STATION DESCRIPTION
 BU1187
 BU1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1187'0.3 MI W FROM NEENAH.
 BU1187'ABOUT 0.3 MILE WEST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 BU1187'NASHVILLE RAILROAD STATION AT NEENAH, AT A DRIVE WAY SOUTH TO A TENANT
 BU1187'HOUSE, 49 FEET NORTH-NORTHEAST OF THE JUNCTION OF THE ROAD AND DRIVE
 BU1187'SOUTH TO HOUSE, 83 FEET EAST OF A TRIANGULAR BLAZED 30-INCH OAK TREE
 BU1187'IN A FENCE CORNER, 45 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25
 BU1187'FEET NORTHEAST OF THE CENTER OF A DRIVE LEADING NORTHWEST, 3 FEET
 BU1187'SOUTH OF A WIRE FENCE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 BU1187'POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU1187'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1145 ***********************************************************************
 BU1145  DESIGNATION -  B 343
 BU1145  PID         -  BU1145
 BU1145  STATE/COUNTY-  AL/WILCOX
 BU1145  USGS QUAD   -  ROSEBUD (1981)
 BU1145
 BU1145                         *CURRENT SURVEY CONTROL
 BU1145  ___________________________________________________________________
 BU1145* NAD 83(1986)-  31 57 31.     (N)    087 07 47.     (W)     SCALED    
 BU1145* NAVD 88     -        92.704  (meters)     304.15   (feet)  ADJUSTED  
 BU1145  ___________________________________________________________________
 BU1145  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BU1145  DYNAMIC HT  -          92.596 (meters)     303.79  (feet)  COMP
 BU1145  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 BU1145
 BU1145  VERT ORDER  -  SECOND    CLASS 0
 BU1145
 BU1145.The horizontal coordinates were scaled from a topographic map and have
 BU1145.an estimated accuracy of +/- 6 seconds.
 BU1145
 BU1145.The orthometric height was determined by differential leveling
 BU1145.and adjusted by the National Geodetic Survey in June 1991..
 BU1145
 BU1145.The geoid height was determined by GEOID03.
 BU1145
 BU1145.The dynamic height is computed by dividing the NAVD 88
 BU1145.geopotential number by the normal gravity value computed on the
 BU1145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1145.degrees latitude (g = 980.6199 gals.).
 BU1145
 BU1145.The modeled gravity was interpolated from observed gravity values.
 BU1145
 BU1145;                    North         East    Units  Estimated Accuracy
 BU1145;SPC AL W     -   217,200.      635,000.      MT  (+/- 180 meters Scaled)
 BU1145
 BU1145                          SUPERSEDED SURVEY CONTROL
 BU1145
 BU1145  NGVD 29 (??/??/92)   92.676  (m)          304.05   (f) ADJ UNCH    2 0
 BU1145
 BU1145.Superseded values are not recommended for survey control.
 BU1145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1145.See file dsdata.txt to determine how the superseded data were derived.
 BU1145
 BU1145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA877358(NAD 83)
 BU1145_MARKER: DB = BENCH MARK DISK
 BU1145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1145_STAMPING: B 343 1950
 BU1145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1145+STABILITY: SURFACE MOTION
 BU1145
 BU1145  HISTORY     - Date     Condition        Report By
 BU1145  HISTORY     - 1950     MONUMENTED       CGS
 BU1145  HISTORY     - 1975     MARK NOT FOUND   NGS
 BU1145
 BU1145                          STATION DESCRIPTION
 BU1145
 BU1145'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1145'4.9 MI NE FROM NEENAH.
 BU1145'ABOUT 3.3 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 BU1145'NASHVILLE RAILROAD STATION AT NEENAH, THENCE ABOUT 0.4 MILE EAST ALONG
 BU1145'STATE HIGHWAY 10, THENCE ABOUT 1.2 MILES NORTHEAST ALONG A GRAVEL ROAD
 BU1145'LEADING TO DARLINGTON, ABOUT 1.65 MILES SOUTH OF THE ROAD JUNCTION AT
 BU1145'DARLINGTON, ON THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS
 BU1145'EXTENDING NORTH AND WEST-SOUTHWEST AND AT THE JUNCTION OF A DRIVE
 BU1145'SOUTHEAST, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 22 FEET
 BU1145'SOUTHWEST AND ACROSS DRIVE FROM A FENCE CORNER, 16 FEET SOUTHWEST OF
 BU1145'THE CENTER LINE OF THE DRIVE, 3 FEET SOUTHEAST OF THE FENCE LINE, 1
 BU1145'1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 BU1145'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BU1145
 BU1145                          STATION RECOVERY (1975)
 BU1145
 BU1145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BU1145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2228 ***********************************************************************
 CN2228  DESIGNATION -  B 344
 CN2228  PID         -  CN2228
 CN2228  STATE/COUNTY-  AL/WILCOX
 CN2228  USGS QUAD   -  CARLOWVILLE (1987)
 CN2228
 CN2228                         *CURRENT SURVEY CONTROL
 CN2228  ___________________________________________________________________
 CN2228* NAD 83(1986)-  32 00 22.     (N)    087 02 48.     (W)     SCALED    
 CN2228* NAVD 88     -        57.255  (meters)     187.84   (feet)  ADJUSTED  
 CN2228  ___________________________________________________________________
 CN2228  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CN2228  DYNAMIC HT  -          57.188 (meters)     187.62  (feet)  COMP
 CN2228  MODELED GRAV-     979,478.9   (mgal)                       NAVD 88
 CN2228
 CN2228  VERT ORDER  -  SECOND    CLASS 0
 CN2228
 CN2228.The horizontal coordinates were scaled from a topographic map and have
 CN2228.an estimated accuracy of +/- 6 seconds.
 CN2228
 CN2228.The orthometric height was determined by differential leveling
 CN2228.and adjusted by the National Geodetic Survey in June 1991..
 CN2228
 CN2228.The geoid height was determined by GEOID03.
 CN2228
 CN2228.The dynamic height is computed by dividing the NAVD 88
 CN2228.geopotential number by the normal gravity value computed on the
 CN2228.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2228.degrees latitude (g = 980.6199 gals.).
 CN2228
 CN2228.The modeled gravity was interpolated from observed gravity values.
 CN2228
 CN2228;                    North         East    Units  Estimated Accuracy
 CN2228;SPC AL W     -   222,490.      642,830.      MT  (+/- 180 meters Scaled)
 CN2228
 CN2228                          SUPERSEDED SURVEY CONTROL
 CN2228
 CN2228  NGVD 29 (??/??/92)   57.222  (m)          187.74   (f) ADJ UNCH    2 0
 CN2228
 CN2228.Superseded values are not recommended for survey control.
 CN2228.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2228.See file dsdata.txt to determine how the superseded data were derived.
 CN2228
 CN2228_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA955411(NAD 83)
 CN2228_MARKER: DB = BENCH MARK DISK
 CN2228_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2228_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2228_STAMPING: B 344 1950
 CN2228_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2228+STABILITY: SURFACE MOTION
 CN2228
 CN2228  HISTORY     - Date     Condition        Report By
 CN2228  HISTORY     - 1950     MONUMENTED       CGS
 CN2228
 CN2228                          STATION DESCRIPTION
 CN2228
 CN2228'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2228'2.45 MI W FROM SNOW HILL.
 CN2228'ABOUT 2.45 MILES WEST ALONG STATE HIGHWAY 11 FROM THE OVERPASS OVER
 CN2228'THE LOUISVILLE AND NASHVILLE RAILROAD AT SNOW HILL, ABOUT 0.95 MILE
 CN2228'EAST OF THE JUNCTION OF STATE HIGHWAY 100 LEADING NORTH, NEAR THE TOP
 CN2228'OF A HILL, IN A BORROW PIT IN HIGHWAY CUT, 219 FEET WEST-NORTHWEST OF
 CN2228'A TRIANGULAR BLAZED 60-INCH OAK TREE, 85 FEET EAST OF A POWER POLE, 40
 CN2228'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET NORTH OF A
 CN2228'FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CN2228'FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN2228'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1065 ***********************************************************************
 CN1065  DESIGNATION -  B 345
 CN1065  PID         -  CN1065
 CN1065  STATE/COUNTY-  AL/DALLAS
 CN1065  USGS QUAD   -  MINTER (1987)
 CN1065
 CN1065                         *CURRENT SURVEY CONTROL
 CN1065  ___________________________________________________________________
 CN1065* NAD 83(1986)-  32 03 45.     (N)    086 59 51.     (W)     SCALED    
 CN1065* NAVD 88     -        48.431  (meters)     158.89   (feet)  ADJUSTED  
 CN1065  ___________________________________________________________________
 CN1065  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CN1065  DYNAMIC HT  -          48.376 (meters)     158.71  (feet)  COMP
 CN1065  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CN1065
 CN1065  VERT ORDER  -  SECOND    CLASS 0
 CN1065
 CN1065.The horizontal coordinates were scaled from a topographic map and have
 CN1065.an estimated accuracy of +/- 6 seconds.
 CN1065
 CN1065.The orthometric height was determined by differential leveling
 CN1065.and adjusted by the National Geodetic Survey in June 1991..
 CN1065
 CN1065.The geoid height was determined by GEOID03.
 CN1065
 CN1065.The dynamic height is computed by dividing the NAVD 88
 CN1065.geopotential number by the normal gravity value computed on the
 CN1065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1065.degrees latitude (g = 980.6199 gals.).
 CN1065
 CN1065.The modeled gravity was interpolated from observed gravity values.
 CN1065
 CN1065;                    North         East    Units  Estimated Accuracy
 CN1065;SPC AL W     -   228,770.      647,450.      MT  (+/- 180 meters Scaled)
 CN1065
 CN1065                          SUPERSEDED SURVEY CONTROL
 CN1065
 CN1065  NGVD 29 (??/??/92)   48.39   (m)          158.8    (f) COMPUTED    2 0
 CN1065
 CN1065.Superseded values are not recommended for survey control.
 CN1065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1065.See file dsdata.txt to determine how the superseded data were derived.
 CN1065
 CN1065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA002473(NAD 83)
 CN1065_MARKER: DB = BENCH MARK DISK
 CN1065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1065_STAMPING: B 345 1950
 CN1065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1065+STABILITY: SURFACE MOTION
 CN1065
 CN1065  HISTORY     - Date     Condition        Report By
 CN1065  HISTORY     - 1950     MONUMENTED       CGS
 CN1065
 CN1065                          STATION DESCRIPTION
 CN1065
 CN1065'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1065'1.1 MI S FROM MINTER.
 CN1065'ABOUT 1.1 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 CN1065'THE STATION AT MINTER, AT A ROAD CROSSING, 52 FEET EAST OF THE EAST
 CN1065'RAIL, 59 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET
 CN1065'SOUTH OF A FENCE CORNER, 35 FEET SOUTHWEST OF R.E.A. POWER POLE NO. 3
 CN1065'-189, 1 1/2 FEET WEST OF A FENCE LINE, 15 FEET SOUTH OF A 10-INCH
 CN1065'HEDGE TREE IN FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS
 CN1065'POST, ABOUT 5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 CN1065'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1723 ***********************************************************************
 BU1723  DESIGNATION -  B 346
 BU1723  PID         -  BU1723
 BU1723  STATE/COUNTY-  AL/CLARKE
 BU1723  USGS QUAD   -  WHATLEY (1972)
 BU1723
 BU1723                         *CURRENT SURVEY CONTROL
 BU1723  ___________________________________________________________________
 BU1723* NAD 83(1986)-  31 39 45.     (N)    087 39 44.     (W)     SCALED    
 BU1723* NAVD 88     -       131.160  (meters)     430.31   (feet)  ADJUSTED  
 BU1723  ___________________________________________________________________
 BU1723  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BU1723  DYNAMIC HT  -         131.001 (meters)     429.79  (feet)  COMP
 BU1723  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 BU1723
 BU1723  VERT ORDER  -  SECOND    CLASS 0
 BU1723
 BU1723.The horizontal coordinates were scaled from a topographic map and have
 BU1723.an estimated accuracy of +/- 6 seconds.
 BU1723
 BU1723.The orthometric height was determined by differential leveling
 BU1723.and adjusted by the National Geodetic Survey in June 1991..
 BU1723
 BU1723.The geoid height was determined by GEOID03.
 BU1723
 BU1723.The dynamic height is computed by dividing the NAVD 88
 BU1723.geopotential number by the normal gravity value computed on the
 BU1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1723.degrees latitude (g = 980.6199 gals.).
 BU1723
 BU1723.The modeled gravity was interpolated from observed gravity values.
 BU1723
 BU1723;                    North         East    Units  Estimated Accuracy
 BU1723;SPC AL W     -   184,320.      584,620.      MT  (+/- 180 meters Scaled)
 BU1723
 BU1723                          SUPERSEDED SURVEY CONTROL
 BU1723
 BU1723  NGVD 29 (??/??/92)  131.135  (m)          430.23   (f) ADJ UNCH    2 0
 BU1723
 BU1723.Superseded values are not recommended for survey control.
 BU1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1723.See file dsdata.txt to determine how the superseded data were derived.
 BU1723
 BU1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA372032(NAD 83)
 BU1723_MARKER: DB = BENCH MARK DISK
 BU1723_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1723_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1723_STAMPING: B 346 1950
 BU1723_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1723+STABILITY: SURFACE MOTION
 BU1723
 BU1723  HISTORY     - Date     Condition        Report By
 BU1723  HISTORY     - 1950     MONUMENTED       CGS
 BU1723
 BU1723                          STATION DESCRIPTION
 BU1723
 BU1723'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1723'4.0 MI NE FROM WHATLEY.
 BU1723'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 84 FROM ITS OVERPASS OVER THE
 BU1723'SOUTHERN RAILWAY AT WHATLEY, THENCE ABOUT 1.9 MILES NORTHEAST ALONG A
 BU1723'GRAVEL ROAD LEADING TO VASHTI, ABOUT 0.2 MILE NORTHEAST OF INDIAN
 BU1723'RIDGE SCHOOL FOR COLORED, ABOUT 0.95 MILE SOUTHWEST OF A MONUMENT
 BU1723'COMMEMORATING ANDREW JACKSON AND INDIAN TRAIL, AT INDIAN RIDGE BAPTIST
 BU1723'CHURCH AND CEMETERY, 286 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER
 BU1723'OF THE CHURCH BUILDING, 63 FEET NORTHWEST OF THE CENTER LINE OF THE
 BU1723'ROAD, 19 FEET NORTH OF THE CENTER LINE OF THE NORTHEAST DRIVE TO THE
 BU1723'CHURCH, 65 YARDS SOUTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD
 BU1723'LEADING EAST, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 BU1723'1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU1723'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0496 ***********************************************************************
 BU0496  DESIGNATION -  B 347
 BU0496  PID         -  BU0496
 BU0496  STATE/COUNTY-  AL/BUTLER
 BU0496  USGS QUAD   -  FORT DEPOSIT (1986)
 BU0496
 BU0496                         *CURRENT SURVEY CONTROL
 BU0496  ___________________________________________________________________
 BU0496* NAD 83(1986)-  31 53 36.     (N)    086 36 55.     (W)     SCALED    
 BU0496* NAVD 88     -       122.746  (meters)     402.71   (feet)  ADJUSTED  
 BU0496  ___________________________________________________________________
 BU0496  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BU0496  DYNAMIC HT  -         122.598 (meters)     402.22  (feet)  COMP
 BU0496  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 BU0496
 BU0496  VERT ORDER  -  SECOND    CLASS 0
 BU0496
 BU0496.The horizontal coordinates were scaled from a topographic map and have
 BU0496.an estimated accuracy of +/- 6 seconds.
 BU0496
 BU0496.The orthometric height was determined by differential leveling
 BU0496.and adjusted by the National Geodetic Survey in June 1991..
 BU0496
 BU0496.The geoid height was determined by GEOID03.
 BU0496
 BU0496.The dynamic height is computed by dividing the NAVD 88
 BU0496.geopotential number by the normal gravity value computed on the
 BU0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0496.degrees latitude (g = 980.6199 gals.).
 BU0496
 BU0496.The modeled gravity was interpolated from observed gravity values.
 BU0496
 BU0496;                    North         East    Units  Estimated Accuracy
 BU0496;SPC AL W     -   210,240.      683,690.      MT  (+/- 180 meters Scaled)
 BU0496
 BU0496                          SUPERSEDED SURVEY CONTROL
 BU0496
 BU0496  NGVD 29 (??/??/92)  122.713  (m)          402.60   (f) ADJ UNCH    2 0
 BU0496
 BU0496.Superseded values are not recommended for survey control.
 BU0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0496.See file dsdata.txt to determine how the superseded data were derived.
 BU0496
 BU0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA363286(NAD 83)
 BU0496_MARKER: DB = BENCH MARK DISK
 BU0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0496_SP_SET: CULVERT
 BU0496_STAMPING: B 347 1951
 BU0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0496
 BU0496  HISTORY     - Date     Condition        Report By
 BU0496  HISTORY     - 1951     MONUMENTED       CGS
 BU0496  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0496
 BU0496                          STATION DESCRIPTION
 BU0496
 BU0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0496'1.7 MI S FROM SEARCY.
 BU0496'1.7 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU0496'BLACK TOP ROAD CROSSING AND STATION SIGN AT SEARCY, ABOUT 0.3 MILE
 BU0496'NORTH OF TRESTLE NO. 27, ABOUT 0.35 MILE NORTH OF MILE POST 528, ABOUT
 BU0496'210 YARDS NORTH OF THE NORTH END OF TRESTLE NO. 26, 40 YARDS NORTH OF
 BU0496'BLOCK SIGNAL NO. 527.2, SET IN THE TOP OF A ROCK IN CUT, 75 YARDS
 BU0496'NORTH OF THE SOUTH END OF CUT, 140 YARDS SOUTH OF NORTH END OF CUT,
 BU0496'177 FEET SOUTH OF A PIPE CULVERT WITH HEAD WALLS, 15 FEET EAST OF THE
 BU0496'EAST RAIL, ABOUT 1 FOOT ABOVE THE BOTTOM OF DITCH, AND ABOUT 1 1/2
 BU0496'FEET BELOW THE TOP OR RAIL.
 BU0496
 BU0496                          STATION RECOVERY (1971)
 BU0496
 BU0496'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0748 ***********************************************************************
 BU0748  DESIGNATION -  B 348 RESET
 BU0748  PID         -  BU0748
 BU0748  STATE/COUNTY-  AL/BUTLER
 BU0748  USGS QUAD   -  RIDGEVILLE (1981)
 BU0748
 BU0748                         *CURRENT SURVEY CONTROL
 BU0748  ___________________________________________________________________
 BU0748* NAD 83(1986)-  31 56 39.     (N)    086 51 42.     (W)     SCALED    
 BU0748* NAVD 88     -       100.73   (meters)     330.5    (feet)  RESET     
 BU0748  ___________________________________________________________________
 BU0748  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BU0748
 BU0748  VERT ORDER  -  THIRD
 BU0748
 BU0748.The horizontal coordinates were scaled from a topographic map and have
 BU0748.an estimated accuracy of +/- 6 seconds.
 BU0748
 BU0748.The orthometric height was computed from unverified reset data.
 BU0748
 BU0748.The geoid height was determined by GEOID03.
 BU0748
 BU0748;                    North         East    Units  Estimated Accuracy
 BU0748;SPC AL W     -   215,710.      660,350.      MT  (+/- 180 meters Scaled)
 BU0748
 BU0748                          SUPERSEDED SURVEY CONTROL
 BU0748
 BU0748  NGVD 29 (??/??/??)  100.68   (m)          330.3    (f) RESET       3  
 BU0748
 BU0748.Superseded values are not recommended for survey control.
 BU0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0748.See file dsdata.txt to determine how the superseded data were derived.
 BU0748
 BU0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA130342(NAD 83)
 BU0748_MARKER: DB = BENCH MARK DISK
 BU0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0748_STAMPING: B 348 1951 RESET 1970
 BU0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0748+STABILITY: SURFACE MOTION
 BU0748
 BU0748  HISTORY     - Date     Condition        Report By
 BU0748  HISTORY     - 1970     MONUMENTED       NGS
 BU0748
 BU0748                          STATION DESCRIPTION
 BU0748
 BU0748'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BU0748'3.5 MI N FROM MONTEREY.
 BU0748'LOCATED 0.55 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE METHODIST
 BU0748'CHURCH IN MONTEREY, THENCE 2.9 MILE NORTH ALONG A BLACK TOP ROAD TO A
 BU0748'SIDE ROAD RIGHT AND THE MARK IN THE NORTHEAST ANGLE.  IT IS 122 FEET
 BU0748'EAST OF THE CENTER OF THE BLACK TOP ROAD, 91 FEET NORTH OF THE CENTER
 BU0748'OF THE BLACK TOP ROAD LEADING EAST, 160 FEET EAST-NORTHEAST OF A POWER
 BU0748'POLE WITH A TRANSFORMER, AND 1 FOOT NORTH OF A METAL WITNESS POST. IT
 BU0748'IS A BENCH MARK DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 BU0748'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0753 ***********************************************************************
 BU0753  DESIGNATION -  B 349
 BU0753  PID         -  BU0753
 BU0753  STATE/COUNTY-  AL/BUTLER
 BU0753  USGS QUAD   -  RIDGEVILLE (1981)
 BU0753
 BU0753                         *CURRENT SURVEY CONTROL
 BU0753  ___________________________________________________________________
 BU0753* NAD 83(1986)-  31 53 08.     (N)    086 47 04.     (W)     SCALED    
 BU0753* NAVD 88     -       133.204  (meters)     437.02   (feet)  ADJUSTED  
 BU0753  ___________________________________________________________________
 BU0753  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BU0753  DYNAMIC HT  -         133.042 (meters)     436.49  (feet)  COMP
 BU0753  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 BU0753
 BU0753  VERT ORDER  -  SECOND    CLASS 0
 BU0753
 BU0753.The horizontal coordinates were scaled from a topographic map and have
 BU0753.an estimated accuracy of +/- 6 seconds.
 BU0753
 BU0753.The orthometric height was determined by differential leveling
 BU0753.and adjusted by the National Geodetic Survey in June 1991..
 BU0753
 BU0753.The geoid height was determined by GEOID03.
 BU0753
 BU0753.The dynamic height is computed by dividing the NAVD 88
 BU0753.geopotential number by the normal gravity value computed on the
 BU0753.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0753.degrees latitude (g = 980.6199 gals.).
 BU0753
 BU0753.The modeled gravity was interpolated from observed gravity values.
 BU0753
 BU0753;                    North         East    Units  Estimated Accuracy
 BU0753;SPC AL W     -   209,260.      667,700.      MT  (+/- 180 meters Scaled)
 BU0753
 BU0753                          SUPERSEDED SURVEY CONTROL
 BU0753
 BU0753  NGVD 29 (??/??/92)  133.148  (m)          436.84   (f) ADJ UNCH    2 0
 BU0753
 BU0753.Superseded values are not recommended for survey control.
 BU0753.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0753.See file dsdata.txt to determine how the superseded data were derived.
 BU0753
 BU0753_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA203277(NAD 83)
 BU0753_MARKER: DB = BENCH MARK DISK
 BU0753_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0753_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0753_STAMPING: B 349 1951
 BU0753_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0753+STABILITY: SURFACE MOTION
 BU0753
 BU0753  HISTORY     - Date     Condition        Report By
 BU0753  HISTORY     - 1951     MONUMENTED       CGS
 BU0753
 BU0753                          STATION DESCRIPTION
 BU0753
 BU0753'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0753'4.25 MI NE FROM FOREST HOME.
 BU0753'2.15 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 BU0753'FOREST HOME, THENCE ABOUT 0.3 MILE NORTHWEST ALONG A GRAVEL ROAD,
 BU0753'THENCE ABOUT 1.8 MILES NORTHEAST ALONG A GRAVEL ROAD, ABOUT 1.0 MILE
 BU0753'SOUTHWEST OF THE JUNCTION OF A NORTHWEST-SOUTHEAST ROAD AND JOHNS
 BU0753'PLACE, ABOUT 0.65 MILE NORTHEAST OF A WOODEN BRIDGE OVER WOLF CREEK,
 BU0753'AT THE WEST EDGE OF A FIELD, 41 FEET SOUTH OF THE CENTER LINE OF THE
 BU0753'ROAD, 10 FEET NORTHWEST OF THE CENTER LINE OF A FIELD ROAD, ABOUT 20
 BU0753'YARDS SOUTHEAST OF THE BOTTOM OF GRADES, 2 FEET SOUTHEAST OF A WHITE
 BU0753'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 BU0753'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0755 ***********************************************************************
 BU0755  DESIGNATION -  B 350
 BU0755  PID         -  BU0755
 BU0755  STATE/COUNTY-  AL/BUTLER
 BU0755  USGS QUAD   -  RIDGEVILLE (1981)
 BU0755
 BU0755                         *CURRENT SURVEY CONTROL
 BU0755  ___________________________________________________________________
 BU0755* NAD 83(1986)-  31 55 10.     (N)    086 45 32.     (W)     SCALED    
 BU0755* NAVD 88     -        79.333  (meters)     260.28   (feet)  ADJUSTED  
 BU0755  ___________________________________________________________________
 BU0755  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BU0755  DYNAMIC HT  -          79.237 (meters)     259.96  (feet)  COMP
 BU0755  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 BU0755
 BU0755  VERT ORDER  -  SECOND    CLASS 0
 BU0755
 BU0755.The horizontal coordinates were scaled from a topographic map and have
 BU0755.an estimated accuracy of +/- 6 seconds.
 BU0755
 BU0755.The orthometric height was determined by differential leveling
 BU0755.and adjusted by the National Geodetic Survey in June 1991..
 BU0755
 BU0755.The geoid height was determined by GEOID03.
 BU0755
 BU0755.The dynamic height is computed by dividing the NAVD 88
 BU0755.geopotential number by the normal gravity value computed on the
 BU0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0755.degrees latitude (g = 980.6199 gals.).
 BU0755
 BU0755.The modeled gravity was interpolated from observed gravity values.
 BU0755
 BU0755;                    North         East    Units  Estimated Accuracy
 BU0755;SPC AL W     -   213,030.      670,090.      MT  (+/- 180 meters Scaled)
 BU0755
 BU0755                          SUPERSEDED SURVEY CONTROL
 BU0755
 BU0755  NGVD 29 (??/??/92)   79.280  (m)          260.10   (f) ADJ UNCH    2 0
 BU0755
 BU0755.Superseded values are not recommended for survey control.
 BU0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0755.See file dsdata.txt to determine how the superseded data were derived.
 BU0755
 BU0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA227315(NAD 83)
 BU0755_MARKER: DB = BENCH MARK DISK
 BU0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0755_STAMPING: B 350 1951
 BU0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0755+STABILITY: SURFACE MOTION
 BU0755
 BU0755  HISTORY     - Date     Condition        Report By
 BU0755  HISTORY     - 1951     MONUMENTED       CGS
 BU0755
 BU0755                          STATION DESCRIPTION
 BU0755
 BU0755'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0755'7.45 MI NE FROM FOREST HOME.
 BU0755'2.15 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 BU0755'FOREST HOME, THENCE ABOUT 0.3 MILES NORTHWEST ALONG A GRAVEL ROAD,
 BU0755'THENCE ABOUT 2.8 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.3
 BU0755'MILE NORTHWEST ALONG A GRAVEL ROAD VIA CRENSHAWS GIN, THENCE ABOUT 1.9
 BU0755'MILES NORTHEAST ALONG A DIRT ROAD, ABOUT 0.3 MILE NORTH OF A WOODEN
 BU0755'BRIDGE OVER CEDAR CREEK, ABOUT 0.15 MILE SOUTHEAST OF A SMALL WOODEN
 BU0755'BRIDGE OVER A CREEK BRANCH, AT THE JUNCTION OF A FIELD ROAD LEADING
 BU0755'EAST, 69 FEET NORTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 46 FEET
 BU0755'NORTHEAST OF FENCE LINE, 15 FEET SOUTH OF THE CENTER LINE OF FIELD
 BU0755'ROAD EAST, 1 FOOT NORTH OF A WIRE FENCE RUNNING EAST, 2 FEET WEST OF A
 BU0755'WHITE WOODEN WITNESS POST, ABOUT 6 1/2 FEET ABOVE THE MAIN ROAD, ABOUT
 BU0755'LEVEL WITH FIELD ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BU0755'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1097 ***********************************************************************
 CN1097  DESIGNATION -  B 351
 CN1097  PID         -  CN1097
 CN1097  STATE/COUNTY-  AL/WILCOX
 CN1097  USGS QUAD   -  MINTER (1987)
 CN1097
 CN1097                         *CURRENT SURVEY CONTROL
 CN1097  ___________________________________________________________________
 CN1097* NAD 83(1986)-  32 00 21.     (N)    086 58 37.     (W)     SCALED    
 CN1097* NAVD 88     -        75.967  (meters)     249.24   (feet)  ADJUSTED  
 CN1097  ___________________________________________________________________
 CN1097  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CN1097  DYNAMIC HT  -          75.878 (meters)     248.94  (feet)  COMP
 CN1097  MODELED GRAV-     979,474.8   (mgal)                       NAVD 88
 CN1097
 CN1097  VERT ORDER  -  SECOND    CLASS 0
 CN1097
 CN1097.The horizontal coordinates were scaled from a topographic map and have
 CN1097.an estimated accuracy of +/- 6 seconds.
 CN1097
 CN1097.The orthometric height was determined by differential leveling
 CN1097.and adjusted by the National Geodetic Survey in June 1991..
 CN1097
 CN1097.The geoid height was determined by GEOID03.
 CN1097
 CN1097.The dynamic height is computed by dividing the NAVD 88
 CN1097.geopotential number by the normal gravity value computed on the
 CN1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1097.degrees latitude (g = 980.6199 gals.).
 CN1097
 CN1097.The modeled gravity was interpolated from observed gravity values.
 CN1097
 CN1097;                    North         East    Units  Estimated Accuracy
 CN1097;SPC AL W     -   222,490.      649,420.      MT  (+/- 180 meters Scaled)
 CN1097
 CN1097                          SUPERSEDED SURVEY CONTROL
 CN1097
 CN1097  NGVD 29 (??/??/92)   75.930  (m)          249.11   (f) ADJ UNCH    2 0
 CN1097
 CN1097.Superseded values are not recommended for survey control.
 CN1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1097.See file dsdata.txt to determine how the superseded data were derived.
 CN1097
 CN1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA021410(NAD 83)
 CN1097_MARKER: DB = BENCH MARK DISK
 CN1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1097_STAMPING: B 351 1951
 CN1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1097+STABILITY: SURFACE MOTION
 CN1097
 CN1097  HISTORY     - Date     Condition        Report By
 CN1097  HISTORY     - 1951     MONUMENTED       CGS
 CN1097
 CN1097                          STATION DESCRIPTION
 CN1097
 CN1097'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN1097'1.75 MI E FROM SNOW HILL.
 CN1097'ABOUT 1.75 MILES EAST ALONG STATE HIGHWAY 11 FROM THE OVERPASS OVER
 CN1097'THE LOUISVILLE AND NASHVILLE RAILROAD AT SNOW HILL, ABOUT 0.75 MILE
 CN1097'WEST OF BLACK TOP CROSSROADS AT FURMAN, ABOUT 0.25 MILE WEST OF THE
 CN1097'JUNCTION OF A ROAD SOUTH, AT THE JUNCTION OF A DIM ROAD SOUTH, 37 FEET
 CN1097'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 16 FEET WEST OF THE CENTER
 CN1097'LINE OF THE DIM ROAD SOUTH, 33 FEET WEST AND ACROSS THE DIM ROAD FROM
 CN1097'TELEPHONE POLE NO. 26 1/2, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 CN1097'POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 CN1097'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1093 ***********************************************************************
 CN1093  DESIGNATION -  B 352
 CN1093  PID         -  CN1093
 CN1093  STATE/COUNTY-  AL/WILCOX
 CN1093  USGS QUAD   -  MINTER (1987)
 CN1093
 CN1093                         *CURRENT SURVEY CONTROL
 CN1093  ___________________________________________________________________
 CN1093* NAD 83(1986)-  32 02 05.     (N)    086 56 35.     (W)     SCALED    
 CN1093* NAVD 88     -        52.198  (meters)     171.25   (feet)  ADJUSTED  
 CN1093  ___________________________________________________________________
 CN1093  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CN1093  DYNAMIC HT  -          52.137 (meters)     171.05  (feet)  COMP
 CN1093  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 CN1093
 CN1093  VERT ORDER  -  SECOND    CLASS 0
 CN1093
 CN1093.The horizontal coordinates were scaled from a topographic map and have
 CN1093.an estimated accuracy of +/- 6 seconds.
 CN1093
 CN1093.The orthometric height was determined by differential leveling
 CN1093.and adjusted by the National Geodetic Survey in June 1991..
 CN1093
 CN1093.The geoid height was determined by GEOID03.
 CN1093
 CN1093.The dynamic height is computed by dividing the NAVD 88
 CN1093.geopotential number by the normal gravity value computed on the
 CN1093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1093.degrees latitude (g = 980.6199 gals.).
 CN1093
 CN1093.The modeled gravity was interpolated from observed gravity values.
 CN1093
 CN1093;                    North         East    Units  Estimated Accuracy
 CN1093;SPC AL W     -   225,710.      652,600.      MT  (+/- 180 meters Scaled)
 CN1093
 CN1093                          SUPERSEDED SURVEY CONTROL
 CN1093
 CN1093  NGVD 29 (??/??/92)   52.16   (m)          171.1    (f) COMPUTED    2 0
 CN1093
 CN1093.Superseded values are not recommended for survey control.
 CN1093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1093.See file dsdata.txt to determine how the superseded data were derived.
 CN1093
 CN1093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA053442(NAD 83)
 CN1093_MARKER: DB = BENCH MARK DISK
 CN1093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1093_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1093_STAMPING: B 352 1951
 CN1093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1093+STABILITY: SURFACE MOTION
 CN1093
 CN1093  HISTORY     - Date     Condition        Report By
 CN1093  HISTORY     - 1951     MONUMENTED       CGS
 CN1093
 CN1093                          STATION DESCRIPTION
 CN1093
 CN1093'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN1093'2.8 MI NE FROM FURMAN.
 CN1093'ABOUT 0.25 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 CN1093'OF STATE HIGHWAY 11 AT FURMAN, THENCE ABOUT 2.55 MILES NORTHEAST ALONG
 CN1093'A DIRT ROAD, ABOUT 0.4 MILE SOUTHWEST OF A BRIDGE OVER CEDAR CREEK,
 CN1093'ABOUT 0.1 MILE SOUTHWEST OF A WOODEN BRIDGE OVER WAGON TONGUE CREEK,
 CN1093'ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING EAST AND
 CN1093'SOUTHWEST, AT THE JUNCTION OF A DIM FARM ROAD NORTH, 36 FEET NORTHWEST
 CN1093'OF THE CENTER LINE OF THE ROAD, 25 FEET EAST OF THE CENTER LINE OF THE
 CN1093'DIM ROAD NORTH, 16 FEET NORTHEAST OF A 30-INCH HACKBERRY TREE, 1 FOOT
 CN1093'NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 CN1093'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1093'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1091 ***********************************************************************
 BU1091  DESIGNATION -  B 353
 BU1091  PID         -  BU1091
 BU1091  STATE/COUNTY-  AL/MONROE
 BU1091  USGS QUAD   -  SKINNERTON (1971)
 BU1091
 BU1091                         *CURRENT SURVEY CONTROL
 BU1091  ___________________________________________________________________
 BU1091* NAD 83(1986)-  31 44 08.     (N)    087 07 06.     (W)     SCALED    
 BU1091* NAVD 88     -        93.797  (meters)     307.73   (feet)  ADJUSTED  
 BU1091  ___________________________________________________________________
 BU1091  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BU1091  DYNAMIC HT  -          93.684 (meters)     307.36  (feet)  COMP
 BU1091  MODELED GRAV-     979,435.6   (mgal)                       NAVD 88
 BU1091
 BU1091  VERT ORDER  -  SECOND    CLASS 0
 BU1091
 BU1091.The horizontal coordinates were scaled from a topographic map and have
 BU1091.an estimated accuracy of +/- 6 seconds.
 BU1091
 BU1091.The orthometric height was determined by differential leveling
 BU1091.and adjusted by the National Geodetic Survey in June 1991..
 BU1091
 BU1091.The geoid height was determined by GEOID03.
 BU1091
 BU1091.The dynamic height is computed by dividing the NAVD 88
 BU1091.geopotential number by the normal gravity value computed on the
 BU1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1091.degrees latitude (g = 980.6199 gals.).
 BU1091
 BU1091.The modeled gravity was interpolated from observed gravity values.
 BU1091
 BU1091;                    North         East    Units  Estimated Accuracy
 BU1091;SPC AL W     -   192,470.      636,170.      MT  (+/- 180 meters Scaled)
 BU1091
 BU1091                          SUPERSEDED SURVEY CONTROL
 BU1091
 BU1091  NGVD 29 (??/??/92)   93.773  (m)          307.65   (f) ADJ UNCH    2 0
 BU1091
 BU1091.Superseded values are not recommended for survey control.
 BU1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1091.See file dsdata.txt to determine how the superseded data were derived.
 BU1091
 BU1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA887111(NAD 83)
 BU1091_MARKER: DB = BENCH MARK DISK
 BU1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1091_STAMPING: B 353 1951
 BU1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1091+STABILITY: SURFACE MOTION
 BU1091
 BU1091  HISTORY     - Date     Condition        Report By
 BU1091  HISTORY     - 1951     MONUMENTED       CGS
 BU1091
 BU1091                          STATION DESCRIPTION
 BU1091
 BU1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1091'5.9 MI NE FROM BEATRICE.
 BU1091'ABOUT 5.1 MILES EAST ALONG STATE HIGHWAY 47 FROM THE BLACK TOP ROAD
 BU1091'JUNCTION AT BEATRICE, THENCE ABOUT 0.8 MILE NORTH ALONG STATE HIGHWAY
 BU1091'100, ABOUT 0.35 MILE SOUTH OF A CONCRETE BRIDGE OVER FLAT CREEK, SET
 BU1091'AT THE TOP OF A GRADE AND DIRECTLY ACROSS HIGHWAY FROM THE APPROXIMATE
 BU1091'HIGHEST POINT OF A DEEP BENCH CUT, 57 FEET EAST OF THE CENTER LINE OF
 BU1091'THE HIGHWAY, 24 FEET WEST OF A TRIANGULAR BLAZED 10-INCH OAK TREE, 2
 BU1091'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY
 BU1091'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1095 ***********************************************************************
 BU1095  DESIGNATION -  B 354
 BU1095  PID         -  BU1095
 BU1095  STATE/COUNTY-  AL/MONROE
 BU1095  USGS QUAD   -  MC WILLIAMS (1981)
 BU1095
 BU1095                         *CURRENT SURVEY CONTROL
 BU1095  ___________________________________________________________________
 BU1095* NAD 83(1986)-  31 49 15.     (N)    087 03 33.     (W)     SCALED    
 BU1095* NAVD 88     -       109.241  (meters)     358.40   (feet)  ADJUSTED  
 BU1095  ___________________________________________________________________
 BU1095  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BU1095  DYNAMIC HT  -         109.110 (meters)     357.97  (feet)  COMP
 BU1095  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 BU1095
 BU1095  VERT ORDER  -  SECOND    CLASS 0
 BU1095
 BU1095.The horizontal coordinates were scaled from a topographic map and have
 BU1095.an estimated accuracy of +/- 6 seconds.
 BU1095
 BU1095.The orthometric height was determined by differential leveling
 BU1095.and adjusted by the National Geodetic Survey in June 1991..
 BU1095
 BU1095.The geoid height was determined by GEOID03.
 BU1095
 BU1095.The dynamic height is computed by dividing the NAVD 88
 BU1095.geopotential number by the normal gravity value computed on the
 BU1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1095.degrees latitude (g = 980.6199 gals.).
 BU1095
 BU1095.The modeled gravity was interpolated from observed gravity values.
 BU1095
 BU1095;                    North         East    Units  Estimated Accuracy
 BU1095;SPC AL W     -   201,940.      641,730.      MT  (+/- 180 meters Scaled)
 BU1095
 BU1095                          SUPERSEDED SURVEY CONTROL
 BU1095
 BU1095  NGVD 29 (??/??/92)  109.212  (m)          358.31   (f) ADJ UNCH    2 0
 BU1095
 BU1095.Superseded values are not recommended for survey control.
 BU1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1095.See file dsdata.txt to determine how the superseded data were derived.
 BU1095
 BU1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA944205(NAD 83)
 BU1095_MARKER: DB = BENCH MARK DISK
 BU1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1095_STAMPING: B 354 1951
 BU1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1095+STABILITY: SURFACE MOTION
 BU1095
 BU1095  HISTORY     - Date     Condition        Report By
 BU1095  HISTORY     - 1951     MONUMENTED       CGS
 BU1095  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU1095
 BU1095                          STATION DESCRIPTION
 BU1095
 BU1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1095'3.45 MI SE FROM MCWILLIAMS.
 BU1095'ABOUT 0.35 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU1095'FROM THE STATION AT MCWILLIAMS, THENCE ABOUT 2.1 MILES SOUTHEAST AND
 BU1095'NORTHEAST ALONG GRADED ROAD, THENCE ABOUT 1.0 MILE SOUTH ALONG A
 BU1095'GRAVEL ROAD, ABOUT 0.35 MILE SOUTH OF A 50-FOOT WOODEN BRIDGE OVER A
 BU1095'SMALL CREEK, AT THE JUNCTION OF A PRIVATE ROAD EAST AND AN OLD ROAD
 BU1095'SOUTH, 70 FEET EAST OF THE CENTER LINE OF THE OLD ROAD SOUTH, 23 FEET
 BU1095'SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD EAST, 44 FEET WEST OF THE
 BU1095'CHIMNEY AT RUINS OF AN OLD HOUSE, 20 FEET SOUTHWEST OF THE SOUTH POST
 BU1095'OF A GATE ACROSS PRIVATE ROAD EAST, 1 FOOT WEST OF A FENCE LINE, 2
 BU1095'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 BU1095'EAST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BU1095
 BU1095                          STATION RECOVERY (1976)
 BU1095
 BU1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1054 ***********************************************************************
 BU1054  DESIGNATION -  B 355
 BU1054  PID         -  BU1054
 BU1054  STATE/COUNTY-  AL/MONROE
 BU1054  USGS QUAD   -  BEATRICE (1981)
 BU1054
 BU1054                         *CURRENT SURVEY CONTROL
 BU1054  ___________________________________________________________________
 BU1054* NAD 83(1986)-  31 38 36.     (N)    087 11 57.     (W)     SCALED    
 BU1054* NAVD 88     -       130.089  (meters)     426.80   (feet)  ADJUSTED  
 BU1054  ___________________________________________________________________
 BU1054  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BU1054  DYNAMIC HT  -         129.932 (meters)     426.29  (feet)  COMP
 BU1054  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 BU1054
 BU1054  VERT ORDER  -  SECOND    CLASS 0
 BU1054
 BU1054.The horizontal coordinates were scaled from a topographic map and have
 BU1054.an estimated accuracy of +/- 6 seconds.
 BU1054
 BU1054.The orthometric height was determined by differential leveling
 BU1054.and adjusted by the National Geodetic Survey in June 1991..
 BU1054
 BU1054.The geoid height was determined by GEOID03.
 BU1054
 BU1054.The dynamic height is computed by dividing the NAVD 88
 BU1054.geopotential number by the normal gravity value computed on the
 BU1054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1054.degrees latitude (g = 980.6199 gals.).
 BU1054
 BU1054.The modeled gravity was interpolated from observed gravity values.
 BU1054
 BU1054;                    North         East    Units  Estimated Accuracy
 BU1054;SPC AL W     -   182,220.      628,530.      MT  (+/- 180 meters Scaled)
 BU1054
 BU1054                          SUPERSEDED SURVEY CONTROL
 BU1054
 BU1054  NGVD 29 (??/??/92)  130.069  (m)          426.73   (f) ADJ UNCH    2 0
 BU1054
 BU1054.Superseded values are not recommended for survey control.
 BU1054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1054.See file dsdata.txt to determine how the superseded data were derived.
 BU1054
 BU1054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA811009(NAD 83)
 BU1054_MARKER: DB = BENCH MARK DISK
 BU1054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1054_STAMPING: B 355 1951
 BU1054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1054+STABILITY: SURFACE MOTION
 BU1054
 BU1054  HISTORY     - Date     Condition        Report By
 BU1054  HISTORY     - 1951     MONUMENTED       CGS
 BU1054
 BU1054                          STATION DESCRIPTION
 BU1054
 BU1054'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1054'3.25 MI NE FROM TUNNEL SPRINGS.
 BU1054'ABOUT 1.75 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE LOUISVILLE
 BU1054'AND NASHVILLE RAILROAD STATION AT TUNNEL SPRINGS, THENCE ABOUT 1.5
 BU1054'MILES EAST ALONG A GRAVEL ROAD, ABOUT 3.75 MILES WEST OF THE METHODIST
 BU1054'CHURCH AT PINE ORCHARD, ABOUT 0.6 MILE WEST OF A ROAD LEADING
 BU1054'SOUTHWEST AND A DRIVE EAST TO A CHURCH AND SCHOOL, AT THE JUNCTION OF
 BU1054'A SIDE ROAD SOUTHEAST AND A DRIVE SOUTH TO AN UNPAINTED HOUSE, 45 FEET
 BU1054'SOUTH OF THE CENTER LINE OF THE ROAD, 82 FEET WEST OF THE CENTER OF
 BU1054'JUNCTION OF SIDE ROAD AND DRIVE SOUTH, 3 1/2 FEET EAST OF THE FIRST
 BU1054'POWER POLE WEST OF A POLE WITH A TRANSFORMER, 2 FEET EAST OF A WHITE
 BU1054'WOODEN WITNESS POST, ABOUT 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 BU1054'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0661 ***********************************************************************
 BU0661  DESIGNATION -  B 356
 BU0661  PID         -  BU0661
 BU0661  STATE/COUNTY-  AL/CONECUH
 BU0661  USGS QUAD   -  BETHEL (1971)
 BU0661
 BU0661                         *CURRENT SURVEY CONTROL
 BU0661  ___________________________________________________________________
 BU0661* NAD 83(1986)-  31 40 13.     (N)    086 54 56.     (W)     SCALED    
 BU0661* NAVD 88     -        95.283  (meters)     312.61   (feet)  ADJUSTED  
 BU0661  ___________________________________________________________________
 BU0661  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BU0661  DYNAMIC HT  -          95.167 (meters)     312.23  (feet)  COMP
 BU0661  MODELED GRAV-     979,424.3   (mgal)                       NAVD 88
 BU0661
 BU0661  VERT ORDER  -  SECOND    CLASS 0
 BU0661
 BU0661.The horizontal coordinates were scaled from a topographic map and have
 BU0661.an estimated accuracy of +/- 6 seconds.
 BU0661
 BU0661.The orthometric height was determined by differential leveling
 BU0661.and adjusted by the National Geodetic Survey in June 1991..
 BU0661
 BU0661.The geoid height was determined by GEOID03.
 BU0661
 BU0661.The dynamic height is computed by dividing the NAVD 88
 BU0661.geopotential number by the normal gravity value computed on the
 BU0661.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0661.degrees latitude (g = 980.6199 gals.).
 BU0661
 BU0661.The modeled gravity was interpolated from observed gravity values.
 BU0661
 BU0661;                    North         East    Units  Estimated Accuracy
 BU0661;SPC AL W     -   185,310.      655,420.      MT  (+/- 180 meters Scaled)
 BU0661
 BU0661                          SUPERSEDED SURVEY CONTROL
 BU0661
 BU0661  NGVD 29 (??/??/92)   95.270  (m)          312.56   (f) ADJ UNCH    2 0
 BU0661
 BU0661.Superseded values are not recommended for survey control.
 BU0661.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0661.See file dsdata.txt to determine how the superseded data were derived.
 BU0661
 BU0661_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA080038(NAD 83)
 BU0661_MARKER: DB = BENCH MARK DISK
 BU0661_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0661_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0661_STAMPING: B 356 1951
 BU0661_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0661+STABILITY: SURFACE MOTION
 BU0661
 BU0661  HISTORY     - Date     Condition        Report By
 BU0661  HISTORY     - 1951     MONUMENTED       CGS
 BU0661
 BU0661                          STATION DESCRIPTION
 BU0661
 BU0661'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0661'5.8 MI W FROM STARLINGTON.
 BU0661'4.0 MILES WEST ALONG STATE HIGHWAY 106 FROM THE SCHOOL AT STARLINGTON,
 BU0661'THENCE ABOUT 1.8 MILES WEST ALONG A DIRT ROAD, ABOUT 0.55 MILE WEST OF
 BU0661'A CROSSROAD AND BUTLER-CONECUH COUNTY LINE, ABOUT 0.4 MILE EAST OF A
 BU0661'WOODEN BRIDGE, ABOUT 18 YARDS SOUTHWEST OF A SMALL GRADE BETWEEN TWO
 BU0661'CULVERTS, 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 117 FEET EAST
 BU0661'OF THE SOUTH END OF A 24-INCH PIPE CULVERT, ABOUT 85 YARDS WEST OF A
 BU0661'24-INCH PIPE CULVERT, 37 FEET EAST OF A TELEPHONE POLE, 6 1/2 FEET
 BU0661'SOUTH OF THE TELEPHONE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 BU0661'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU0661'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0637 ***********************************************************************
 BU0637  DESIGNATION -  B 357
 BU0637  PID         -  BU0637
 BU0637  STATE/COUNTY-  AL/CONECUH
 BU0637  USGS QUAD   -  LYEFFION (1986)
 BU0637
 BU0637                         *CURRENT SURVEY CONTROL
 BU0637  ___________________________________________________________________
 BU0637* NAD 83(1986)-  31 36 20.     (N)    086 55 10.     (W)     SCALED    
 BU0637* NAVD 88     -        96.633  (meters)     317.04   (feet)  ADJUSTED  
 BU0637  ___________________________________________________________________
 BU0637  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BU0637  DYNAMIC HT  -          96.516 (meters)     316.65  (feet)  COMP
 BU0637  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 BU0637
 BU0637  VERT ORDER  -  SECOND    CLASS 0
 BU0637
 BU0637.The horizontal coordinates were scaled from a topographic map and have
 BU0637.an estimated accuracy of +/- 6 seconds.
 BU0637
 BU0637.The orthometric height was determined by differential leveling
 BU0637.and adjusted by the National Geodetic Survey in June 1991..
 BU0637
 BU0637.The geoid height was determined by GEOID03.
 BU0637
 BU0637.The dynamic height is computed by dividing the NAVD 88
 BU0637.geopotential number by the normal gravity value computed on the
 BU0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0637.degrees latitude (g = 980.6199 gals.).
 BU0637
 BU0637.The modeled gravity was interpolated from observed gravity values.
 BU0637
 BU0637;                    North         East    Units  Estimated Accuracy
 BU0637;SPC AL W     -   178,140.      655,090.      MT  (+/- 180 meters Scaled)
 BU0637
 BU0637                          SUPERSEDED SURVEY CONTROL
 BU0637
 BU0637  NGVD 29 (??/??/92)   96.626  (m)          317.01   (f) ADJ UNCH    2 0
 BU0637
 BU0637.Superseded values are not recommended for survey control.
 BU0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0637.See file dsdata.txt to determine how the superseded data were derived.
 BU0637
 BU0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV076967(NAD 83)
 BU0637_MARKER: DB = BENCH MARK DISK
 BU0637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0637_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0637_STAMPING: B 357 1951
 BU0637_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0637+STABILITY: SURFACE MOTION
 BU0637
 BU0637  HISTORY     - Date     Condition        Report By
 BU0637  HISTORY     - 1951     MONUMENTED       CGS
 BU0637  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0637
 BU0637                          STATION DESCRIPTION
 BU0637
 BU0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0637'7.3 MI NW FROM GARLAND.
 BU0637'3.15 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DEANS STORE
 BU0637'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT GARLAND, THENCE
 BU0637'ABOUT 3.8 MILES WEST AND NORTHWEST ALONG A DIRT ROAD, THENCE ABOUT 0.3
 BU0637'MILE NORTH ALONG A BLACK TOP ROAD, ABOUT 2.1 MILES SOUTH ALONG BLACK
 BU0637'TOP ROAD FROM CONCORD CEMETERY, 40 FEET WEST-SOUTHWEST OF THE CENTER
 BU0637'LINE OF THE ROAD ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 BU0637'SOUTHEAST AND NORTH, 1 1/2 FEET NORTHWEST OF A R/W MARKER POST, 230
 BU0637'FEET SOUTH-SOUTHEAST OF THE CENTER OF A SMALL CROSSROAD, 155 FEET
 BU0637'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME HOUSE, ABOUT
 BU0637'1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BU0637'4 INCHES.
 BU0637
 BU0637                          STATION RECOVERY (1971)
 BU0637
 BU0637'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0637'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1447 ***********************************************************************
 BU1447  DESIGNATION -  B 358
 BU1447  PID         -  BU1447
 BU1447  STATE/COUNTY-  AL/CONECUH
 BU1447  USGS QUAD   -  REPTON (1986)
 BU1447
 BU1447                         *CURRENT SURVEY CONTROL
 BU1447  ___________________________________________________________________
 BU1447* NAD 83(1986)-  31 29 08.     (N)    087 07 54.     (W)     SCALED    
 BU1447* NAVD 88     -       113.516  (meters)     372.43   (feet)  ADJUSTED  
 BU1447  ___________________________________________________________________
 BU1447  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BU1447  DYNAMIC HT  -         113.375 (meters)     371.96  (feet)  COMP
 BU1447  MODELED GRAV-     979,396.6   (mgal)                       NAVD 88
 BU1447
 BU1447  VERT ORDER  -  SECOND    CLASS 0
 BU1447
 BU1447.The horizontal coordinates were scaled from a topographic map and have
 BU1447.an estimated accuracy of +/- 6 seconds.
 BU1447
 BU1447.The orthometric height was determined by differential leveling
 BU1447.and adjusted by the National Geodetic Survey in June 1991..
 BU1447
 BU1447.The geoid height was determined by GEOID03.
 BU1447
 BU1447.The dynamic height is computed by dividing the NAVD 88
 BU1447.geopotential number by the normal gravity value computed on the
 BU1447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1447.degrees latitude (g = 980.6199 gals.).
 BU1447
 BU1447.The modeled gravity was interpolated from observed gravity values.
 BU1447
 BU1447;                    North         East    Units  Estimated Accuracy
 BU1447;SPC AL W     -   164,740.      635,000.      MT  (+/- 180 meters Scaled)
 BU1447
 BU1447                          SUPERSEDED SURVEY CONTROL
 BU1447
 BU1447  NGVD 29 (??/??/92)  113.505  (m)          372.39   (f) ADJ UNCH    2 0
 BU1447
 BU1447.Superseded values are not recommended for survey control.
 BU1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1447.See file dsdata.txt to determine how the superseded data were derived.
 BU1447
 BU1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV874834(NAD 83)
 BU1447_MARKER: DB = BENCH MARK DISK
 BU1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1447_STAMPING: B 358 1951
 BU1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1447+STABILITY: SURFACE MOTION
 BU1447
 BU1447  HISTORY     - Date     Condition        Report By
 BU1447  HISTORY     - 1951     MONUMENTED       CGS
 BU1447
 BU1447                          STATION DESCRIPTION
 BU1447
 BU1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1447'1.0 MI SW FROM BRANTLEYS CROSSROADS.
 BU1447'1.0 MILE SOUTHWEST ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 BU1447'CROSSROADS AND DAVIS-HIGDON STORE AT BRANTLEYS CROSSROADS, ABOUT 0.5
 BU1447'MILE NORTHEAST OF SCHOOL AT NICHBURG AND JUNCTION OF A ROAD SOUTH,
 BU1447'ABOUT 0.3 MILE NORTHEAST OF NICHBURG CHURCH, ABOUT 18 YARDS NORTH OF
 BU1447'THE TOP OF A GRADE, 38 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 BU1447'GRAVEL ROAD, 28 FEET NORTHEAST OF THE CENTER LINE OF A TRAIL
 BU1447'NORTHWEST, 150 FEET NORTHWEST AND ACROSS ROAD FROM THE CENTER OF A
 BU1447'WELL, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 BU1447'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0378 ***********************************************************************
 BU0378  DESIGNATION -  B 359
 BU0378  PID         -  BU0378
 BU0378  STATE/COUNTY-  AL/CONECUH
 BU0378  USGS QUAD   -  EVERGREEN (1982)
 BU0378
 BU0378                         *CURRENT SURVEY CONTROL
 BU0378  ___________________________________________________________________
 BU0378* NAD 83(1986)-  31 27 46.     (N)    086 58 58.     (W)     SCALED    
 BU0378* NAVD 88     -        74.459  (meters)     244.29   (feet)  ADJUSTED  
 BU0378  ___________________________________________________________________
 BU0378  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BU0378  DYNAMIC HT  -          74.367 (meters)     243.99  (feet)  COMP
 BU0378  MODELED GRAV-     979,402.7   (mgal)                       NAVD 88
 BU0378
 BU0378  VERT ORDER  -  SECOND    CLASS 0
 BU0378
 BU0378.The horizontal coordinates were scaled from a topographic map and have
 BU0378.an estimated accuracy of +/- 6 seconds.
 BU0378
 BU0378.The orthometric height was determined by differential leveling
 BU0378.and adjusted by the National Geodetic Survey in June 1991..
 BU0378
 BU0378.The geoid height was determined by GEOID03.
 BU0378
 BU0378.The dynamic height is computed by dividing the NAVD 88
 BU0378.geopotential number by the normal gravity value computed on the
 BU0378.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0378.degrees latitude (g = 980.6199 gals.).
 BU0378
 BU0378.The modeled gravity was interpolated from observed gravity values.
 BU0378
 BU0378;                    North         East    Units  Estimated Accuracy
 BU0378;SPC AL W     -   162,280.      649,150.      MT  (+/- 180 meters Scaled)
 BU0378
 BU0378                          SUPERSEDED SURVEY CONTROL
 BU0378
 BU0378  NGVD 29 (??/??/92)   74.460  (m)          244.29   (f) ADJ UNCH    2 0
 BU0378
 BU0378.Superseded values are not recommended for survey control.
 BU0378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0378.See file dsdata.txt to determine how the superseded data were derived.
 BU0378
 BU0378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV016808(NAD 83)
 BU0378_MARKER: DB = BENCH MARK DISK
 BU0378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0378_STAMPING: B 359 1951
 BU0378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0378+STABILITY: SURFACE MOTION
 BU0378
 BU0378  HISTORY     - Date     Condition        Report By
 BU0378  HISTORY     - 1951     MONUMENTED       CGS
 BU0378
 BU0378                          STATION DESCRIPTION
 BU0378
 BU0378'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0378'2.9 MI NW FROM EVERGREEN.
 BU0378'2.9 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST OFFICE AT
 BU0378'EVERGREEN, ABOUT 0.3 MILE WEST OF A CONCRETE BRIDGE OVER A CREEK,
 BU0378'ABOUT 0.55 MILE EAST OF A CONCRETE BRIDGE OVER A CREEK, AT THE
 BU0378'JUNCTION OF A GRADED ROAD NORTH, 63 FEET NORTH OF THE CENTER LINE OF
 BU0378'THE HIGHWAY, 36 FEET EAST OF THE CENTER LINE OF ROAD NORTH, 50 FEET
 BU0378'NORTH-NORTHEAST OF THE NORTH END OF A 24-INCH PIPE CULVERT UNDER
 BU0378'HIGHWAY, 127 1/2 FEET EAST OF TELEPHONE CABLE LINE POLE NO. 58, ABOUT
 BU0378'1 FOOT ABOVE THE HIHGWAY AND SET IN THE TOP OF A CONCRETE POST
 BU0378'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0912 ***********************************************************************
 DH0912  DESIGNATION -  B 36
 DH0912  PID         -  DH0912
 DH0912  STATE/COUNTY-  AL/SHELBY
 DH0912  USGS QUAD   -  WESTOVER (1982)
 DH0912
 DH0912                         *CURRENT SURVEY CONTROL
 DH0912  ___________________________________________________________________
 DH0912* NAD 83(1986)-  33 19 48.     (N)    086 30 25.     (W)     SCALED    
 DH0912* NAVD 88     -       134.974  (meters)     442.83   (feet)  ADJUSTED  
 DH0912  ___________________________________________________________________
 DH0912  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH0912  DYNAMIC HT  -         134.825 (meters)     442.34  (feet)  COMP
 DH0912  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 DH0912
 DH0912  VERT ORDER  -  SECOND    CLASS 0
 DH0912
 DH0912.The horizontal coordinates were scaled from a topographic map and have
 DH0912.an estimated accuracy of +/- 6 seconds.
 DH0912
 DH0912.The orthometric height was determined by differential leveling
 DH0912.and adjusted by the National Geodetic Survey in June 1991..
 DH0912
 DH0912.The geoid height was determined by GEOID03.
 DH0912
 DH0912.The dynamic height is computed by dividing the NAVD 88
 DH0912.geopotential number by the normal gravity value computed on the
 DH0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0912.degrees latitude (g = 980.6199 gals.).
 DH0912
 DH0912.The modeled gravity was interpolated from observed gravity values.
 DH0912
 DH0912;                    North         East    Units  Estimated Accuracy
 DH0912;SPC AL W     -   369,650.      692,450.      MT  (+/- 180 meters Scaled)
 DH0912
 DH0912                          SUPERSEDED SURVEY CONTROL
 DH0912
 DH0912  NGVD 29 (??/??/92)  134.928  (m)          442.68   (f) ADJ UNCH    2 0
 DH0912
 DH0912.Superseded values are not recommended for survey control.
 DH0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0912.See file dsdata.txt to determine how the superseded data were derived.
 DH0912
 DH0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB458879(NAD 83)
 DH0912_MARKER: DB = BENCH MARK DISK
 DH0912_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0912_SP_SET: CULVERT
 DH0912_STAMPING: B-36--1934
 DH0912_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0912
 DH0912  HISTORY     - Date     Condition        Report By
 DH0912  HISTORY     - 1934     MONUMENTED       CGS
 DH0912
 DH0912                          STATION DESCRIPTION
 DH0912
 DH0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0912'2.5 MI E FROM WESTOVER.
 DH0912'IS LOCATED 2.5 MILES EAST OF THE RWY. STATION.  IN THE NORTH END OF
 DH0912'THE EAST HEADWALL OF A STEEL AND CONCRETE TRESTLE OVER A CREEK.  3.7
 DH0912'FT. NORTH OF NORTH RAIL OF TRACK.  0.5 OF FT. WEST OF EAST EDGE OF
 DH0912'HEADWALL.  0.6 OF FT. SOUTH OF NORTH EDGE OF HEADWALL.  STANDARD
 DH0912'TABLET SET FLUSH IN TOP OF CONCRETE HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1041 ***********************************************************************
 EF1041  DESIGNATION -  B 360
 EF1041  PID         -  EF1041
 EF1041  STATE/COUNTY-  AL/COLBERT
 EF1041  USGS QUAD   -  CHEROKEE (1988)
 EF1041
 EF1041                         *CURRENT SURVEY CONTROL
 EF1041  ___________________________________________________________________
 EF1041* NAD 83(1986)-  34 49 34.     (N)    087 57 41.     (W)     SCALED    
 EF1041* NAVD 88     -       165.220  (meters)     542.06   (feet)  POSTED    
 EF1041  ___________________________________________________________________
 EF1041  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EF1041  DYNAMIC HT  -         165.060 (meters)     541.53  (feet)  COMP
 EF1041  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 EF1041
 EF1041  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EF1041
 EF1041.The horizontal coordinates were scaled from a topographic map and have
 EF1041.an estimated accuracy of +/- 6 seconds.
 EF1041
 EF1041.The orthometric height was determined by differential leveling
 EF1041.and adjusted by the National Geodetic Survey in 1992..
 EF1041.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EF1041.rate of 1.1 thru 2.0 mm/km.
 EF1041
 EF1041.The geoid height was determined by GEOID03.
 EF1041
 EF1041.The dynamic height is computed by dividing the NAVD 88
 EF1041.geopotential number by the normal gravity value computed on the
 EF1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1041.degrees latitude (g = 980.6199 gals.).
 EF1041
 EF1041.The modeled gravity was interpolated from observed gravity values.
 EF1041
 EF1041;                    North         East    Units  Estimated Accuracy
 EF1041;SPC AL W     -   535,250.      557,790.      MT  (+/- 180 meters Scaled)
 EF1041
 EF1041                          SUPERSEDED SURVEY CONTROL
 EF1041
 EF1041  NGVD 29 (??/??/92)  165.212  (m)          542.03   (f) ADJ UNCH    1 2
 EF1041
 EF1041.Superseded values are not recommended for survey control.
 EF1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1041.See file dsdata.txt to determine how the superseded data were derived.
 EF1041
 EF1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD120541(NAD 83)
 EF1041_MARKER: DB = BENCH MARK DISK
 EF1041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1041_STAMPING: B 360 1959
 EF1041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1041+STABILITY: SURFACE MOTION
 EF1041
 EF1041  HISTORY     - Date     Condition        Report By
 EF1041  HISTORY     - 1959     MONUMENTED       CGS
 EF1041  HISTORY     - 1973     GOOD             TVA
 EF1041
 EF1041                          STATION DESCRIPTION
 EF1041
 EF1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EF1041'4.9 MI N FROM CHEROKEE.
 EF1041'ABOUT 4.9 MILES NORTH ALONG COUNTY ROAD 15 FROM THE CROSSING OF THE
 EF1041'SOUTHERN RAILWAY AT CHEROKEE, 0.25 MILE SOUTH OF THE JUNCTION OF
 EF1041'COUNTY ROAD 15 LEADING WEST AND A BLACK TOP ROAD LEADING NORTH AND
 EF1041'UP-HILL, IN S 2 - T 3 S - R 14 W, ON TOP AND AT THE HIGHEST PART OF A
 EF1041'CUT BANK WEST OF ROAD, 40 FEET WEST OF THE CENTER LINE OF THE ROAD, 48
 EF1041'1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN OLD WOODEN FRAME
 EF1041'HOUSE, 17 FEET NORTHEAST OF A POWER LINE POLE SUPPORTING ONE
 EF1041'TRANSFORMER, 2 1/2 FEET EAST OF A FENCE LINE, 1.8 FEET WEST OF A
 EF1041'WITNESS POST SIGN, ABOUT 7 FEET ABOVE THE LEVEL OF THE ROAD, AND SET
 EF1041'IN TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EF1041
 EF1041                          STATION RECOVERY (1973)
 EF1041
 EF1041'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1041'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0970 ***********************************************************************
 BU0970  DESIGNATION -  B 361
 BU0970  PID         -  BU0970
 BU0970  STATE/COUNTY-  AL/MONROE
 BU0970  USGS QUAD   -  NATCHEZ (1972)
 BU0970
 BU0970                         *CURRENT SURVEY CONTROL
 BU0970  ___________________________________________________________________
 BU0970* NAD 83(1986)-  31 40 21.     (N)    087 18 05.     (W)     SCALED    
 BU0970* NAVD 88     -       110.418  (meters)     362.26   (feet)  ADJUSTED  
 BU0970  ___________________________________________________________________
 BU0970  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BU0970  DYNAMIC HT  -         110.284 (meters)     361.82  (feet)  COMP
 BU0970  MODELED GRAV-     979,428.4   (mgal)                       NAVD 88
 BU0970
 BU0970  VERT ORDER  -  SECOND    CLASS 0
 BU0970
 BU0970.The horizontal coordinates were scaled from a topographic map and have
 BU0970.an estimated accuracy of +/- 6 seconds.
 BU0970
 BU0970.The orthometric height was determined by differential leveling
 BU0970.and adjusted by the National Geodetic Survey in June 1991..
 BU0970
 BU0970.The geoid height was determined by GEOID03.
 BU0970
 BU0970.The dynamic height is computed by dividing the NAVD 88
 BU0970.geopotential number by the normal gravity value computed on the
 BU0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0970.degrees latitude (g = 980.6199 gals.).
 BU0970
 BU0970.The modeled gravity was interpolated from observed gravity values.
 BU0970
 BU0970;                    North         East    Units  Estimated Accuracy
 BU0970;SPC AL W     -   185,430.      618,830.      MT  (+/- 180 meters Scaled)
 BU0970
 BU0970                          SUPERSEDED SURVEY CONTROL
 BU0970
 BU0970  NGVD 29 (??/??/92)  110.393  (m)          362.18   (f) ADJ UNCH    2 0
 BU0970
 BU0970.Superseded values are not recommended for survey control.
 BU0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0970.See file dsdata.txt to determine how the superseded data were derived.
 BU0970
 BU0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA714041(NAD 83)
 BU0970_MARKER: DB = BENCH MARK DISK
 BU0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0970_STAMPING: B 361 1951
 BU0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0970+STABILITY: SURFACE MOTION
 BU0970
 BU0970  HISTORY     - Date     Condition        Report By
 BU0970  HISTORY     - 1951     MONUMENTED       CGS
 BU0970
 BU0970                          STATION DESCRIPTION
 BU0970
 BU0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0970'4.25 MI E FROM KEITH.
 BU0970'ABOUT 4.25 MILES SOUTHEAST AND EAST ALONG A GRAVEL ROAD FROM THE
 BU0970'CROSSING OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD AT KEITH, AT THE
 BU0970'JUNCTION OF A GRAVEL ROAD LEADING NORTH (TRUCK TRAIL NO. G-63), 41
 BU0970'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 65 FEET SOUTHEAST AND
 BU0970'ACROSS EAST-WEST ROAD FROM THE CENTER LINE OF THE WEST LEG OF SIDE
 BU0970'ROAD NORTH, 8 FEET EAST OF A 16-INCH PINE TREE, 15 FEET NORTHEAST OF A
 BU0970'LONE 16-INCH OAK TREE, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP
 BU0970'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0965 ***********************************************************************
 BU0965  DESIGNATION -  B 362
 BU0965  PID         -  BU0965
 BU0965  STATE/COUNTY-  AL/MONROE
 BU0965  USGS QUAD   -  FRANKLIN (1981)
 BU0965
 BU0965                         *CURRENT SURVEY CONTROL
 BU0965  ___________________________________________________________________
 BU0965* NAD 83(1986)-  31 42 52.     (N)    087 24 38.     (W)     SCALED    
 BU0965* NAVD 88     -       102.098  (meters)     334.97   (feet)  ADJUSTED  
 BU0965  ___________________________________________________________________
 BU0965  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BU0965  DYNAMIC HT  -         101.974 (meters)     334.56  (feet)  COMP
 BU0965  MODELED GRAV-     979,421.1   (mgal)                       NAVD 88
 BU0965
 BU0965  VERT ORDER  -  SECOND    CLASS 0
 BU0965
 BU0965.The horizontal coordinates were scaled from a topographic map and have
 BU0965.an estimated accuracy of +/- 6 seconds.
 BU0965
 BU0965.The orthometric height was determined by differential leveling
 BU0965.and adjusted by the National Geodetic Survey in June 1991..
 BU0965
 BU0965.The geoid height was determined by GEOID03.
 BU0965
 BU0965.The dynamic height is computed by dividing the NAVD 88
 BU0965.geopotential number by the normal gravity value computed on the
 BU0965.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0965.degrees latitude (g = 980.6199 gals.).
 BU0965
 BU0965.The modeled gravity was interpolated from observed gravity values.
 BU0965
 BU0965;                    North         East    Units  Estimated Accuracy
 BU0965;SPC AL W     -   190,070.      608,480.      MT  (+/- 180 meters Scaled)
 BU0965
 BU0965                          SUPERSEDED SURVEY CONTROL
 BU0965
 BU0965  NGVD 29 (??/??/92)  102.068  (m)          334.87   (f) ADJ UNCH    2 0
 BU0965
 BU0965.Superseded values are not recommended for survey control.
 BU0965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0965.See file dsdata.txt to determine how the superseded data were derived.
 BU0965
 BU0965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA611088(NAD 83)
 BU0965_MARKER: DB = BENCH MARK DISK
 BU0965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0965_STAMPING: B 362 1951
 BU0965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0965+STABILITY: SURFACE MOTION
 BU0965
 BU0965  HISTORY     - Date     Condition        Report By
 BU0965  HISTORY     - 1951     MONUMENTED       CGS
 BU0965
 BU0965                          STATION DESCRIPTION
 BU0965
 BU0965'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0965'IN FRANKLIN.
 BU0965'AT FRANKLIN, ALONG STATE HIGHWAY 11, AT THE METHODIST CHURCH AND THE
 BU0965'JUNCTION OF A GRAVEL ROAD SOUTHWEST, 45 FEET NORTH OF THE NORTH CORNER
 BU0965'OF CHURCH, 60 FEET SOUTHWEST OF THE CENTER LINE OF HIGHWAY, 53 FEET
 BU0965'SOUTHEAST OF THE CENTER LINE OF GRAVEL ROAD SOUTHWEST, 2 FEET
 BU0965'SOUTHEAST OF ONLY POWER POLE IN CHURCH YARD, ABOUT LEVEL WITH HIGHWAY
 BU0965'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0957 ***********************************************************************
 BU0957  DESIGNATION -  B 363
 BU0957  PID         -  BU0957
 BU0957  STATE/COUNTY-  AL/MONROE
 BU0957  USGS QUAD   -  MEXIA (1986)
 BU0957
 BU0957                         *CURRENT SURVEY CONTROL
 BU0957  ___________________________________________________________________
 BU0957* NAD 83(1986)-  31 37 21.     (N)    087 24 37.     (W)     SCALED    
 BU0957* NAVD 88     -        50.325  (meters)     165.11   (feet)  ADJUSTED  
 BU0957  ___________________________________________________________________
 BU0957  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BU0957  DYNAMIC HT  -          50.264 (meters)     164.91  (feet)  COMP
 BU0957  MODELED GRAV-     979,429.8   (mgal)                       NAVD 88
 BU0957
 BU0957  VERT ORDER  -  SECOND    CLASS 0
 BU0957
 BU0957.The horizontal coordinates were scaled from a topographic map and have
 BU0957.an estimated accuracy of +/- 6 seconds.
 BU0957
 BU0957.The orthometric height was determined by differential leveling
 BU0957.and adjusted by the National Geodetic Survey in June 1991..
 BU0957
 BU0957.The geoid height was determined by GEOID03.
 BU0957
 BU0957.The dynamic height is computed by dividing the NAVD 88
 BU0957.geopotential number by the normal gravity value computed on the
 BU0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0957.degrees latitude (g = 980.6199 gals.).
 BU0957
 BU0957.The modeled gravity was interpolated from observed gravity values.
 BU0957
 BU0957;                    North         East    Units  Estimated Accuracy
 BU0957;SPC AL W     -   179,870.      608,510.      MT  (+/- 180 meters Scaled)
 BU0957
 BU0957                          SUPERSEDED SURVEY CONTROL
 BU0957
 BU0957  NGVD 29 (??/??/92)   50.300  (m)          165.03   (f) ADJ UNCH    2 0
 BU0957
 BU0957.Superseded values are not recommended for survey control.
 BU0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0957.See file dsdata.txt to determine how the superseded data were derived.
 BU0957
 BU0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV610986(NAD 83)
 BU0957_MARKER: DB = BENCH MARK DISK
 BU0957_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0957_SP_SET: CULVERT
 BU0957_STAMPING: B 363 1951
 BU0957_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0957
 BU0957  HISTORY     - Date     Condition        Report By
 BU0957  HISTORY     - 1951     MONUMENTED       CGS
 BU0957
 BU0957                          STATION DESCRIPTION
 BU0957
 BU0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0957'2.2 MI N FROM FOUNTAIN.
 BU0957'ABOUT 0.15 MILE EAST ALONG A GRAVEL ROAD FROM THE ST. LOUIS AND SAN
 BU0957'FRANCISCO RAILROAD STATION AT FOUNTAIN, THENCE ABOUT 0.55 MILE NORTH
 BU0957'ALONG A GRAVEL ROAD, THENCE ABOUT 1.5 MILES NORTHWEST ALONG STATE
 BU0957'HIGHWAY 11, ABOUT 1.0 MILE NORTHWEST OF THE NORTH END OF BRIDGE OVER
 BU0957'BIG FLAT CREEK, ABOUT 0.6 MILE NORTH OF THE JUNCTION OF A ROAD WEST,
 BU0957'SET IN THE TOP OF THE NORTHWEST CORNER OF OF A CONCRETE CATCH BASIN AT
 BU0957'THE EAST END OF A 20-INCH PIPE CULVERT, 22 FEET EAST OF THE CENTER
 BU0957'LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1561 ***********************************************************************
 BU1561  DESIGNATION -  B 364
 BU1561  PID         -  BU1561
 BU1561  STATE/COUNTY-  AL/CLARKE
 BU1561  USGS QUAD   -  WHATLEY (1972)
 BU1561
 BU1561                         *CURRENT SURVEY CONTROL
 BU1561  ___________________________________________________________________
 BU1561* NAD 83(1986)-  31 43 14.     (N)    087 41 16.     (W)     SCALED    
 BU1561* NAVD 88     -        55.596  (meters)     182.40   (feet)  ADJUSTED  
 BU1561  ___________________________________________________________________
 BU1561  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BU1561  DYNAMIC HT  -          55.528 (meters)     182.18  (feet)  COMP
 BU1561  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 BU1561
 BU1561  VERT ORDER  -  FIRST     CLASS II
 BU1561
 BU1561.The horizontal coordinates were scaled from a topographic map and have
 BU1561.an estimated accuracy of +/- 6 seconds.
 BU1561
 BU1561.The orthometric height was determined by differential leveling
 BU1561.and adjusted by the National Geodetic Survey in June 1991..
 BU1561
 BU1561.The geoid height was determined by GEOID03.
 BU1561
 BU1561.The dynamic height is computed by dividing the NAVD 88
 BU1561.geopotential number by the normal gravity value computed on the
 BU1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1561.degrees latitude (g = 980.6199 gals.).
 BU1561
 BU1561.The modeled gravity was interpolated from observed gravity values.
 BU1561
 BU1561;                    North         East    Units  Estimated Accuracy
 BU1561;SPC AL W     -   190,760.      582,200.      MT  (+/- 180 meters Scaled)
 BU1561
 BU1561                          SUPERSEDED SURVEY CONTROL
 BU1561
 BU1561  NGVD 29 (??/??/92)   55.561  (m)          182.29   (f) ADJ UNCH    1 2
 BU1561
 BU1561.Superseded values are not recommended for survey control.
 BU1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1561.See file dsdata.txt to determine how the superseded data were derived.
 BU1561
 BU1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA348096(NAD 83)
 BU1561_MARKER: DB = BENCH MARK DISK
 BU1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1561_STAMPING: B 364 1951
 BU1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1561+STABILITY: SURFACE MOTION
 BU1561
 BU1561  HISTORY     - Date     Condition        Report By
 BU1561  HISTORY     - 1951     MONUMENTED       CGS
 BU1561
 BU1561                          STATION DESCRIPTION
 BU1561
 BU1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1561'3.3 MI SE FROM DICKINSON.
 BU1561'3.3 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BU1561'DICKINSON, ABOUT 1.0 MILE SOUTH OF STATION SIGN AT COBBVILLE, ABOUT
 BU1561'1.4 MILES NORTH OF STATION SIGN AT POUNCY, AT THE SOUTH END OF A LONG
 BU1561'TRESTLE, 47 FEET EAST OF EAST RAIL, 68 FEET EAST-SOUTHEAST AND ACROSS
 BU1561'TRACK FROM MILE POST 66, 76 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 BU1561'TRESTLE, 48 FEET SOUTHEAST OF A SIGN STATION ONE MILE, 17 FEET NORTH
 BU1561'OF A TALL 24-INCH WATER OAK TREE, 2 FEET SOUTH OF A WHITE WOODEN
 BU1561'WITNESS POST, ABOUT 10 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 BU1561'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1623 ***********************************************************************
 BU1623  DESIGNATION -  B 365
 BU1623  PID         -  BU1623
 BU1623  STATE/COUNTY-  AL/CLARKE
 BU1623  USGS QUAD   -  WHATLEY (1972)
 BU1623
 BU1623                         *CURRENT SURVEY CONTROL
 BU1623  ___________________________________________________________________
 BU1623* NAD 83(1986)-  31 39 29.     (N)    087 43 20.     (W)     SCALED    
 BU1623* NAVD 88     -       100.037  (meters)     328.20   (feet)  ADJUSTED  
 BU1623  ___________________________________________________________________
 BU1623  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1623  DYNAMIC HT  -          99.916 (meters)     327.81  (feet)  COMP
 BU1623  MODELED GRAV-     979,429.6   (mgal)                       NAVD 88
 BU1623
 BU1623  VERT ORDER  -  FIRST     CLASS II
 BU1623
 BU1623.The horizontal coordinates were scaled from a topographic map and have
 BU1623.an estimated accuracy of +/- 6 seconds.
 BU1623
 BU1623.The orthometric height was determined by differential leveling
 BU1623.and adjusted by the National Geodetic Survey in June 1991..
 BU1623
 BU1623.The geoid height was determined by GEOID03.
 BU1623
 BU1623.The dynamic height is computed by dividing the NAVD 88
 BU1623.geopotential number by the normal gravity value computed on the
 BU1623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1623.degrees latitude (g = 980.6199 gals.).
 BU1623
 BU1623.The modeled gravity was interpolated from observed gravity values.
 BU1623
 BU1623;                    North         East    Units  Estimated Accuracy
 BU1623;SPC AL W     -   183,830.      578,930.      MT  (+/- 180 meters Scaled)
 BU1623
 BU1623                          SUPERSEDED SURVEY CONTROL
 BU1623
 BU1623  NGVD 29 (??/??/92)  100.008  (m)          328.11   (f) ADJ UNCH    1 2
 BU1623
 BU1623.Superseded values are not recommended for survey control.
 BU1623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1623.See file dsdata.txt to determine how the superseded data were derived.
 BU1623
 BU1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA315027(NAD 83)
 BU1623_MARKER: DB = BENCH MARK DISK
 BU1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1623_STAMPING: B 365 1951
 BU1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1623+STABILITY: SURFACE MOTION
 BU1623
 BU1623  HISTORY     - Date     Condition        Report By
 BU1623  HISTORY     - 1951     MONUMENTED       CGS
 BU1623
 BU1623                          STATION DESCRIPTION
 BU1623
 BU1623'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1623'1.4 MI W FROM WHATLEY.
 BU1623'1.4 MILES WEST ALONG U.S. HIGHWAY 84 FROM ITS OVERPASS OVER THE
 BU1623'SOUTHERN RAILWAY AT WHATLEY, ACROSS HIGHWAY FROM A GRAVEL PIT, 59 FEET
 BU1623'SOUTHWEST OF CENTER LINE OF HIGHWAY, 1 FOOT NORTHEAST OF A FENCE LINE,
 BU1623'3 FEET NORTHWEST OF A FENCE CORNER, 136 1/2 FEET WEST-NORTHWEST OF
 BU1623'SOUTHWEST END OF AN 18-INCH PIPE CULVERT WITH CONCRETE HEAD WALL AND
 BU1623'WING WALLS, 58 1/2 FEET WEST-NORTHWEST OF A TELEPHONE POLE, AT THE
 BU1623'SOUTHEAST END OF A CUT, ABOUT 4 1/2 FEET BELOW LEVEL OF HIGHWAY AND
 BU1623'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0073 ***********************************************************************
 BH0073  DESIGNATION -  B 368
 BH0073  PID         -  BH0073
 BH0073  STATE/COUNTY-  AL/MOBILE
 BH0073  USGS QUAD   -  CHICKASAW (1982)
 BH0073
 BH0073                         *CURRENT SURVEY CONTROL
 BH0073  ___________________________________________________________________
 BH0073* NAD 83(1986)-  30 45 47.     (N)    088 04 37.     (W)     SCALED    
 BH0073* NAVD 88     -         3.658  (meters)      12.00   (feet)  ADJUSTED  
 BH0073  ___________________________________________________________________
 BH0073  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 BH0073  DYNAMIC HT  -           3.653 (meters)      11.98  (feet)  COMP
 BH0073  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BH0073
 BH0073  VERT ORDER  -  FIRST     CLASS II
 BH0073
 BH0073.The horizontal coordinates were scaled from a topographic map and have
 BH0073.an estimated accuracy of +/- 6 seconds.
 BH0073
 BH0073.The orthometric height was determined by differential leveling
 BH0073.and adjusted by the National Geodetic Survey in June 1991..
 BH0073
 BH0073.The geoid height was determined by GEOID03.
 BH0073
 BH0073.The dynamic height is computed by dividing the NAVD 88
 BH0073.geopotential number by the normal gravity value computed on the
 BH0073.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0073.degrees latitude (g = 980.6199 gals.).
 BH0073
 BH0073.The modeled gravity was interpolated from observed gravity values.
 BH0073
 BH0073;                    North         East    Units  Estimated Accuracy
 BH0073;SPC AL W     -    84,730.      544,770.      MT  (+/- 180 meters Scaled)
 BH0073
 BH0073                          SUPERSEDED SURVEY CONTROL
 BH0073
 BH0073  NGVD 29 (??/??/??)    3.668  (m)           12.03   (f) ADJUSTED    1 2
 BH0073
 BH0073.Superseded values are not recommended for survey control.
 BH0073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0073.See file dsdata.txt to determine how the superseded data were derived.
 BH0073
 BH0073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV969038(NAD 83)
 BH0073_MARKER: DB = BENCH MARK DISK
 BH0073_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0073_SP_SET: CULVERT
 BH0073_STAMPING: B 368 1951
 BH0073_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0073
 BH0073  HISTORY     - Date     Condition        Report By
 BH0073  HISTORY     - 1951     MONUMENTED       CGS
 BH0073
 BH0073                          STATION DESCRIPTION
 BH0073
 BH0073'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0073'IN CHICKASAW.
 BH0073'AT CHICKASAW, ABOUT 0.15 MILE SOUTHWEST ALONG SW BOULEVARD FROM ITS
 BH0073'JUNCTION WITH U.S. HIGHWAY 43 AND POST OFFICE AT CHICKASAW, 76 FEET
 BH0073'NORTHWEST OF CENTER LINE OF SW BOULEVARD, 15 FEET SOUTHWEST OF CENTER
 BH0073'LINE OF COURT STREET, IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST
 BH0073'HEAD WALL OF A 6-FOOT CONCRETE CULVERT UNDER COURT STREET, ABOUT 6
 BH0073'FEET BELOW SW BOULEVARD, AND ABOUT LEVEL WITH COURT STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2475 ***********************************************************************
 CN2475  DESIGNATION -  B 369
 CN2475  PID         -  CN2475
 CN2475  STATE/COUNTY-  AL/MARENGO
 CN2475  USGS QUAD   -  LINDEN (1986)
 CN2475
 CN2475                         *CURRENT SURVEY CONTROL
 CN2475  ___________________________________________________________________
 CN2475* NAD 83(1986)-  32 15 36.     (N)    087 47 43.     (W)     SCALED    
 CN2475* NAVD 88     -        54.342  (meters)     178.29   (feet)  ADJUSTED  
 CN2475  ___________________________________________________________________
 CN2475  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CN2475  DYNAMIC HT  -          54.279 (meters)     178.08  (feet)  COMP
 CN2475  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 CN2475
 CN2475  VERT ORDER  -  SECOND    CLASS 0
 CN2475
 CN2475.The horizontal coordinates were scaled from a topographic map and have
 CN2475.an estimated accuracy of +/- 6 seconds.
 CN2475
 CN2475.The orthometric height was determined by differential leveling
 CN2475.and adjusted by the National Geodetic Survey in June 1991..
 CN2475
 CN2475.The geoid height was determined by GEOID03.
 CN2475
 CN2475.The dynamic height is computed by dividing the NAVD 88
 CN2475.geopotential number by the normal gravity value computed on the
 CN2475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2475.degrees latitude (g = 980.6199 gals.).
 CN2475
 CN2475.The modeled gravity was interpolated from observed gravity values.
 CN2475
 CN2475;                    North         East    Units  Estimated Accuracy
 CN2475;SPC AL W     -   250,590.      572,180.      MT  (+/- 180 meters Scaled)
 CN2475
 CN2475                          SUPERSEDED SURVEY CONTROL
 CN2475
 CN2475  NGVD 29 (??/??/92)   54.307  (m)          178.17   (f) ADJ UNCH    2 0
 CN2475
 CN2475.Superseded values are not recommended for survey control.
 CN2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2475.See file dsdata.txt to determine how the superseded data were derived.
 CN2475
 CN2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA250695(NAD 83)
 CN2475_MARKER: DB = BENCH MARK DISK
 CN2475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2475_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2475_STAMPING: B 369 1951
 CN2475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2475+STABILITY: SURFACE MOTION
 CN2475
 CN2475  HISTORY     - Date     Condition        Report By
 CN2475  HISTORY     - 1951     MONUMENTED       CGS
 CN2475
 CN2475                          STATION DESCRIPTION
 CN2475
 CN2475'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2475'3.15 MI S FROM LINDEN.
 CN2475'ABOUT 3.15 MILES SOUTH ALONG U.S. HIGHWAY 43 FROM THE COURT HOUSE AT
 CN2475'LINDEN, ABOUT 0.95 MILE NORTH OF A CHURCH, AT A FARM HOUSE WITH
 CN2475'ASBESTOS SIDING, 59 FEET WEST OF CENTER LINE OF HIGHWAY, 45 1/2 FEET
 CN2475'NORTHEAST OF NORTHEAST CORNER OF HOUSE, 11 FEET NORTH OF CENTER OF A
 CN2475'BOARD GATE TO A LARGE PASTURE, 1 FOOT EAST OF FENCE LINE, 2 FEET NORTH
 CN2475'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN
 CN2475'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0781 ***********************************************************************
 DH0781  DESIGNATION -  B 37
 DH0781  PID         -  DH0781
 DH0781  STATE/COUNTY-  AL/SHELBY
 DH0781  USGS QUAD   -  MONTEVALLO (1980)
 DH0781
 DH0781                         *CURRENT SURVEY CONTROL
 DH0781  ___________________________________________________________________
 DH0781* NAD 83(1986)-  33 05 56.     (N)    086 50 50.     (W)     SCALED    
 DH0781* NAVD 88     -       135.996  (meters)     446.18   (feet)  ADJUSTED  
 DH0781  ___________________________________________________________________
 DH0781  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0781  DYNAMIC HT  -         135.842 (meters)     445.68  (feet)  COMP
 DH0781  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 DH0781
 DH0781  VERT ORDER  -  SECOND    CLASS 0
 DH0781
 DH0781.The horizontal coordinates were scaled from a topographic map and have
 DH0781.an estimated accuracy of +/- 6 seconds.
 DH0781
 DH0781.The orthometric height was determined by differential leveling
 DH0781.and adjusted by the National Geodetic Survey in June 1991..
 DH0781
 DH0781.The geoid height was determined by GEOID03.
 DH0781
 DH0781.The dynamic height is computed by dividing the NAVD 88
 DH0781.geopotential number by the normal gravity value computed on the
 DH0781.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0781.degrees latitude (g = 980.6199 gals.).
 DH0781
 DH0781.The modeled gravity was interpolated from observed gravity values.
 DH0781
 DH0781;                    North         East    Units  Estimated Accuracy
 DH0781;SPC AL W     -   343,770.      660,930.      MT  (+/- 180 meters Scaled)
 DH0781
 DH0781                          SUPERSEDED SURVEY CONTROL
 DH0781
 DH0781  NGVD 29 (??/??/92)  135.950  (m)          446.03   (f) ADJ UNCH    2 0
 DH0781
 DH0781.Superseded values are not recommended for survey control.
 DH0781.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0781.See file dsdata.txt to determine how the superseded data were derived.
 DH0781
 DH0781_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB142622(NAD 83)
 DH0781_MARKER: DB = BENCH MARK DISK
 DH0781_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0781_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0781_STAMPING: B 37 1934
 DH0781_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0781+STABILITY: SURFACE MOTION
 DH0781
 DH0781  HISTORY     - Date     Condition        Report By
 DH0781  HISTORY     - 1934     MONUMENTED       CGS
 DH0781  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0781
 DH0781                          STATION DESCRIPTION
 DH0781
 DH0781'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0781'0.8 MI E FROM MONTEVALLO.
 DH0781'0.8 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DH0781'MONTEVALLO, SHELBY COUNTY, ABOUT 300 YARDS EAST OF MILEPOST 137, ABOUT
 DH0781'500 YARDS EAST OF A ROAD CROSSING, AT THE EAST END OF A CUT, AT THE
 DH0781'POINT WHERE A ROAD NORTH OF THE TRACK MAKES A TURN TO THE NORTHEAST,
 DH0781'AND 24.5 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED B 37 1934
 DH0781'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 DH0781'GROUND.  NOTE-- THE AREA HAS BEEN GRADED,
 DH0781
 DH0781                          STATION RECOVERY (1975)
 DH0781
 DH0781'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0781'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2613 ***********************************************************************
 CN2613  DESIGNATION -  B 370
 CN2613  PID         -  CN2613
 CN2613  STATE/COUNTY-  AL/SUMTER
 CN2613  USGS QUAD   -  MC DOWELL (1985)
 CN2613
 CN2613                         *CURRENT SURVEY CONTROL
 CN2613  ___________________________________________________________________
 CN2613* NAD 83(1986)-  32 30 57.     (N)    087 57 08.     (W)     SCALED    
 CN2613* NAVD 88     -        25.119  (meters)      82.41   (feet)  ADJUSTED  
 CN2613  ___________________________________________________________________
 CN2613  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN2613  DYNAMIC HT  -          25.090 (meters)      82.32  (feet)  COMP
 CN2613  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 CN2613
 CN2613  VERT ORDER  -  FIRST     CLASS I
 CN2613
 CN2613.The horizontal coordinates were scaled from a topographic map and have
 CN2613.an estimated accuracy of +/- 6 seconds.
 CN2613
 CN2613.The orthometric height was determined by differential leveling
 CN2613.and adjusted by the National Geodetic Survey in June 1991..
 CN2613
 CN2613.The geoid height was determined by GEOID03.
 CN2613
 CN2613.The dynamic height is computed by dividing the NAVD 88
 CN2613.geopotential number by the normal gravity value computed on the
 CN2613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2613.degrees latitude (g = 980.6199 gals.).
 CN2613
 CN2613.The modeled gravity was interpolated from observed gravity values.
 CN2613
 CN2613;                    North         East    Units  Estimated Accuracy
 CN2613;SPC AL W     -   279,010.      557,510.      MT  (+/- 180 meters Scaled)
 CN2613
 CN2613                          SUPERSEDED SURVEY CONTROL
 CN2613
 CN2613  NGVD 29 (??/??/??)   25.102  (m)           82.36   (f) ADJUSTED    1 1
 CN2613
 CN2613.Superseded values are not recommended for survey control.
 CN2613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2613.See file dsdata.txt to determine how the superseded data were derived.
 CN2613
 CN2613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA105980(NAD 83)
 CN2613_MARKER: DE = TRAVERSE STATION DISK
 CN2613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2613_STAMPING: TRA STA B-370 1936
 CN2613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2613+STABILITY: SURFACE MOTION
 CN2613
 CN2613  HISTORY     - Date     Condition        Report By
 CN2613  HISTORY     - 1936     MONUMENTED       USE
 CN2613  HISTORY     - 1968     GOOD             NGS
 CN2613
 CN2613                          STATION DESCRIPTION
 CN2613
 CN2613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN2613'8.55 MI NE FROM COATOPA.
 CN2613'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 CN2613'AT COATOPA, THENCE 4.65 MILES NORTHEAST ALONG COUNTY ROAD 23, THENCE
 CN2613'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 3.35 MILES EAST ALONG
 CN2613'A TRAIL ROAD WHICH IS ON THE ABANDONED RAILROAD GRADE, IN SECTION 23,
 CN2613'T 18 N, R 1 E, 0.45 MILE EAST OF A WOODEN GATE, 25 FEET SOUTH OF THE
 CN2613'CENTERLINE OF THE TRAIL ROAD, 19 1/2 FEET NORTHEAST OF A FORKED OAK
 CN2613'TREE, 8 FEET SOUTH OF A FENCE, 290.0 FEET EAST OF BENCH MARK P 158,
 CN2613'ABOUT 7 FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 CN2613'CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2469 ***********************************************************************
 CN2469  DESIGNATION -  B 371
 CN2469  PID         -  CN2469
 CN2469  STATE/COUNTY-  AL/MARENGO
 CN2469  USGS QUAD   -  MILLER (1978)
 CN2469
 CN2469                         *CURRENT SURVEY CONTROL
 CN2469  ___________________________________________________________________
 CN2469* NAD 83(1986)-  32 09 22.     (N)    087 50 21.     (W)     SCALED    
 CN2469* NAVD 88     -        57.494  (meters)     188.63   (feet)  ADJUSTED  
 CN2469  ___________________________________________________________________
 CN2469  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CN2469  DYNAMIC HT  -          57.426 (meters)     188.41  (feet)  COMP
 CN2469  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 CN2469
 CN2469  VERT ORDER  -  SECOND    CLASS 0
 CN2469
 CN2469.The horizontal coordinates were scaled from a topographic map and have
 CN2469.an estimated accuracy of +/- 6 seconds.
 CN2469
 CN2469.The orthometric height was determined by differential leveling
 CN2469.and adjusted by the National Geodetic Survey in June 1991..
 CN2469
 CN2469.The geoid height was determined by GEOID03.
 CN2469
 CN2469.The dynamic height is computed by dividing the NAVD 88
 CN2469.geopotential number by the normal gravity value computed on the
 CN2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2469.degrees latitude (g = 980.6199 gals.).
 CN2469
 CN2469.The modeled gravity was interpolated from observed gravity values.
 CN2469
 CN2469;                    North         East    Units  Estimated Accuracy
 CN2469;SPC AL W     -   239,080.      568,010.      MT  (+/- 180 meters Scaled)
 CN2469
 CN2469                          SUPERSEDED SURVEY CONTROL
 CN2469
 CN2469  NGVD 29 (??/??/92)   57.468  (m)          188.54   (f) ADJ UNCH    2 0
 CN2469
 CN2469.Superseded values are not recommended for survey control.
 CN2469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2469.See file dsdata.txt to determine how the superseded data were derived.
 CN2469
 CN2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA208580(NAD 83)
 CN2469_MARKER: DB = BENCH MARK DISK
 CN2469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2469_STAMPING: B 371 1951
 CN2469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2469+STABILITY: SURFACE MOTION
 CN2469
 CN2469  HISTORY     - Date     Condition        Report By
 CN2469  HISTORY     - 1951     MONUMENTED       CGS
 CN2469  HISTORY     - 1960     GOOD             NGS
 CN2469
 CN2469                          STATION DESCRIPTION
 CN2469
 CN2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CN2469'5.2 MI NNW FROM SWEETWATER.
 CN2469'LOCATED ABOUT 0.7 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM ITS
 CN2469'JUNCTION WITH STATE HIGHWAY 10 AT SWEETWATER, THENCE NORTH AND
 CN2469'NORTHWEST ALONG A BLACK TOP ROAD FOR 4.5 MILES TO THE DRIVEWAY RIGHT,
 CN2469'TURN RIGHT AND GO ABOUT 0.1 MILE TO THE MARK  AND A CONCRETE HOUSE
 CN2469'WITH BRICK CORNERS.  IT IS 111 FEET SOUTHEAST OF THE CENTER OF THE OLD
 CN2469'ROAD, 60 FEET NORTH OF THE NORTHEAST CORNER OF THE HOUSE, 76 FEET
 CN2469'NORTHEAST OF THE NORTHEAST CORNER OF THE BRICK CHIMNEY OF THE HOUSE,
 CN2469'AND 1.5 FEET EAST OF A POWER POLE.  IT IS A STANDARD DISK, SET IN THE
 CN2469'TOP OF A 12 INCH ROUND CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2364 ***********************************************************************
 CN2364  DESIGNATION -  B 372
 CN2364  PID         -  CN2364
 CN2364  STATE/COUNTY-  AL/MARENGO
 CN2364  USGS QUAD   -  THOMASTON WEST (1986)
 CN2364
 CN2364                         *CURRENT SURVEY CONTROL
 CN2364  ___________________________________________________________________
 CN2364* NAD 83(1986)-  32 16 00.     (N)    087 41 19.     (W)     SCALED    
 CN2364* NAVD 88     -        48.552  (meters)     159.29   (feet)  ADJUSTED  
 CN2364  ___________________________________________________________________
 CN2364  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CN2364  DYNAMIC HT  -          48.495 (meters)     159.10  (feet)  COMP
 CN2364  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 CN2364
 CN2364  VERT ORDER  -  SECOND    CLASS 0
 CN2364
 CN2364.The horizontal coordinates were scaled from a topographic map and have
 CN2364.an estimated accuracy of +/- 6 seconds.
 CN2364
 CN2364.The orthometric height was determined by differential leveling
 CN2364.and adjusted by the National Geodetic Survey in June 1991..
 CN2364
 CN2364.The geoid height was determined by GEOID03.
 CN2364
 CN2364.The dynamic height is computed by dividing the NAVD 88
 CN2364.geopotential number by the normal gravity value computed on the
 CN2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2364.degrees latitude (g = 980.6199 gals.).
 CN2364
 CN2364.The modeled gravity was interpolated from observed gravity values.
 CN2364
 CN2364;                    North         East    Units  Estimated Accuracy
 CN2364;SPC AL W     -   251,310.      582,230.      MT  (+/- 180 meters Scaled)
 CN2364
 CN2364                          SUPERSEDED SURVEY CONTROL
 CN2364
 CN2364  NGVD 29 (??/??/92)   48.516  (m)          159.17   (f) ADJ UNCH    2 0
 CN2364
 CN2364.Superseded values are not recommended for survey control.
 CN2364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2364.See file dsdata.txt to determine how the superseded data were derived.
 CN2364
 CN2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA351702(NAD 83)
 CN2364_MARKER: DB = BENCH MARK DISK
 CN2364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2364_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2364_STAMPING: B 372 1951
 CN2364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2364+STABILITY: SURFACE MOTION
 CN2364
 CN2364  HISTORY     - Date     Condition        Report By
 CN2364  HISTORY     - 1951     MONUMENTED       CGS
 CN2364
 CN2364                          STATION DESCRIPTION
 CN2364
 CN2364'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2364'3.6 MI W FROM THOMASTON.
 CN2364'ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 28 FROM THE CROSSING OF STATE
 CN2364'HIGHWAY 99 AT THOMASTON, AT THE JUNCTION OF A BLACK TOP ROAD SOUTH TO
 CN2364'OCTAGON, SET BETWEEN THE HIGHWAY AND THE LOUISVILLE AND NASHVILLE
 CN2364'RAILROAD AT HUGO SIDING, 61 FEET SOUTH OF CENTER LINE OF HIGHWAY, 69
 CN2364'FEET NORTH OF NORTH RAIL OF MAIN TRACK, 58 FEET EAST OF CENTER LINE OF
 CN2364'ROAD SOUTH, 28 FEET SOUTHEAST OF SOUTH END OF A 4-FOOT CONCRETE BOX
 CN2364'CULVERT UNDER ROAD SOUTH, 2 FEET SOUTH OF A POWER POLE, ABOUT 2 FEET
 CN2364'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN2364'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2517 ***********************************************************************
 CN2517  DESIGNATION -  B 373
 CN2517  PID         -  CN2517
 CN2517  STATE/COUNTY-  AL/MARENGO
 CN2517  USGS QUAD   -  SURGINER (1978)
 CN2517
 CN2517                         *CURRENT SURVEY CONTROL
 CN2517  ___________________________________________________________________
 CN2517* NAD 83(1986)-  32 02 07.     (N)    087 39 33.     (W)     SCALED    
 CN2517* NAVD 88     -        45.089  (meters)     147.93   (feet)  ADJUSTED  
 CN2517  ___________________________________________________________________
 CN2517  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CN2517  DYNAMIC HT  -          45.036 (meters)     147.76  (feet)  COMP
 CN2517  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 CN2517
 CN2517  VERT ORDER  -  SECOND    CLASS 0
 CN2517
 CN2517.The horizontal coordinates were scaled from a topographic map and have
 CN2517.an estimated accuracy of +/- 6 seconds.
 CN2517
 CN2517.The orthometric height was determined by differential leveling
 CN2517.and adjusted by the National Geodetic Survey in June 1991..
 CN2517
 CN2517.The geoid height was determined by GEOID03.
 CN2517
 CN2517.The dynamic height is computed by dividing the NAVD 88
 CN2517.geopotential number by the normal gravity value computed on the
 CN2517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2517.degrees latitude (g = 980.6199 gals.).
 CN2517
 CN2517.The modeled gravity was interpolated from observed gravity values.
 CN2517
 CN2517;                    North         East    Units  Estimated Accuracy
 CN2517;SPC AL W     -   225,650.      584,970.      MT  (+/- 180 meters Scaled)
 CN2517
 CN2517                          SUPERSEDED SURVEY CONTROL
 CN2517
 CN2517  NGVD 29 (??/??/??)   44.94   (m)          147.4    (f) RESET       3  
 CN2517
 CN2517.Superseded values are not recommended for survey control.
 CN2517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2517.See file dsdata.txt to determine how the superseded data were derived.
 CN2517
 CN2517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA377445(NAD 83)
 CN2517_MARKER: DB = BENCH MARK DISK
 CN2517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2517_STAMPING: B 373 1951
 CN2517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2517+STABILITY: SURFACE MOTION
 CN2517
 CN2517  HISTORY     - Date     Condition        Report By
 CN2517  HISTORY     - 1951     MONUMENTED       CGS
 CN2517
 CN2517                          STATION DESCRIPTION
 CN2517
 CN2517'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2517'IN VINELAND.
 CN2517'AT VINELAND, AT THE JUNCTION OF STATE HIGHWAY 99 LEADING NORTH-SOUTH
 CN2517'AND STATE HIGHWAY 10 LEADING WEST AND SOUTH, 49 FEET EAST OF CENTER
 CN2517'LINE OF STATE HIGHWAY 99, 45 FEET SOUTH OF PROLONGED CENTER LINE OF
 CN2517'STATE HIGHWAY 10, 106 1/2 FEET SOUTH OF A POWER JUNCTION POLE, 2 FEET
 CN2517'WEST OF NORTH-SOUTH POWER LINE, 1 1/2 FEET WEST OF A FENCE LINE, 2
 CN2517'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 CN2517'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2518 ***********************************************************************
 CN2518  DESIGNATION -  B 373 RESET
 CN2518  PID         -  CN2518
 CN2518  STATE/COUNTY-  AL/MARENGO
 CN2518  USGS QUAD   -  SURGINER (1978)
 CN2518
 CN2518                         *CURRENT SURVEY CONTROL
 CN2518  ___________________________________________________________________
 CN2518* NAD 83(1986)-  32 02 07.     (N)    087 39 33.     (W)     SCALED    
 CN2518* NAVD 88     -        44.98   (meters)     147.6    (feet)  RESET     
 CN2518  ___________________________________________________________________
 CN2518  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CN2518
 CN2518  VERT ORDER  -  THIRD
 CN2518
 CN2518.The horizontal coordinates were scaled from a topographic map and have
 CN2518.an estimated accuracy of +/- 6 seconds.
 CN2518
 CN2518.The orthometric height was computed from unverified reset data.
 CN2518
 CN2518.The geoid height was determined by GEOID03.
 CN2518
 CN2518;                    North         East    Units  Estimated Accuracy
 CN2518;SPC AL W     -   225,650.      584,970.      MT  (+/- 180 meters Scaled)
 CN2518
 CN2518                          SUPERSEDED SURVEY CONTROL
 CN2518
 CN2518.No superseded survey control is available for this station.
 CN2518
 CN2518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA377445(NAD 83)
 CN2518_MARKER: DD = SURVEY DISK
 CN2518_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2518_SP_SET: CULVERT
 CN2518_STAMPING: B 373 RESET 1953
 CN2518_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2518
 CN2518  HISTORY     - Date     Condition        Report By
 CN2518  HISTORY     - 1953     MONUMENTED       ALHD
 CN2518
 CN2518                          STATION DESCRIPTION
 CN2518
 CN2518'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1953
 CN2518'IN VINELAND.
 CN2518'AT VINELAND, MARENGO COUNTY, AT THE JUNCTION OF STATE HIGHWAYS 10 AND
 CN2518'99, 28.7 FEET EAST OF THE CENTER LINE OF STATE HIGHWAY 99, 383.5 FEET
 CN2518'SOUTH OF THE PROLONGATION OF THE CENTER LINE OF STATE HIGHWAY 10, AT A
 CN2518'4- BY 6-FOOT CONCRETE CULVERT UNDER STATE HIGHWAY 99, AND IN THE
 CN2518'CENTER OF THE TOP OF THE EAST HEAD WALL.  A STANDARD DISK, STAMPED B
 CN2518'373 RESET 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2342 ***********************************************************************
 CN2342  DESIGNATION -  B 374
 CN2342  PID         -  CN2342
 CN2342  STATE/COUNTY-  AL/MARENGO
 CN2342  USGS QUAD   -  THOMASTON WEST (1986)
 CN2342
 CN2342                         *CURRENT SURVEY CONTROL
 CN2342  ___________________________________________________________________
 CN2342* NAD 83(1986)-  32 16 50.     (N)    087 37 44.     (W)     SCALED    
 CN2342* NAVD 88     -        57.944  (meters)     190.10   (feet)  ADJUSTED  
 CN2342  ___________________________________________________________________
 CN2342  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CN2342  DYNAMIC HT  -          57.877 (meters)     189.88  (feet)  COMP
 CN2342  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 CN2342
 CN2342  VERT ORDER  -  SECOND    CLASS 0
 CN2342
 CN2342.The horizontal coordinates were scaled from a topographic map and have
 CN2342.an estimated accuracy of +/- 6 seconds.
 CN2342
 CN2342.The orthometric height was determined by differential leveling
 CN2342.and adjusted by the National Geodetic Survey in June 1991..
 CN2342
 CN2342.The geoid height was determined by GEOID03.
 CN2342
 CN2342.The dynamic height is computed by dividing the NAVD 88
 CN2342.geopotential number by the normal gravity value computed on the
 CN2342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2342.degrees latitude (g = 980.6199 gals.).
 CN2342
 CN2342.The modeled gravity was interpolated from observed gravity values.
 CN2342
 CN2342;                    North         East    Units  Estimated Accuracy
 CN2342;SPC AL W     -   252,840.      587,860.      MT  (+/- 180 meters Scaled)
 CN2342
 CN2342                          SUPERSEDED SURVEY CONTROL
 CN2342
 CN2342  NGVD 29 (??/??/92)   57.904  (m)          189.97   (f) ADJ UNCH    2 0
 CN2342
 CN2342.Superseded values are not recommended for survey control.
 CN2342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2342.See file dsdata.txt to determine how the superseded data were derived.
 CN2342
 CN2342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA407717(NAD 83)
 CN2342_MARKER: DB = BENCH MARK DISK
 CN2342_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2342_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2342_STAMPING: B 374 1951
 CN2342_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2342+STABILITY: SURFACE MOTION
 CN2342
 CN2342  HISTORY     - Date     Condition        Report By
 CN2342  HISTORY     - 1951     MONUMENTED       CGS
 CN2342
 CN2342                          STATION DESCRIPTION
 CN2342
 CN2342'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2342'0.95 MI N FROM THOMASTON.
 CN2342'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 99 FROM THE INTERSECTION OF
 CN2342'STATE HIGHWAY 28 AT THOMASTON, ABOUT 0.7 MILE NORTH OF THE HIGH SCHOOL
 CN2342'AT THOMASTON, ABOUT 0.3 MILE SOUTH OF THE SOUTH ONE OF 4 CONCRETE
 CN2342'BRIDGES, AT THE JUNCTION OF A GRAVEL ROAD WEST, 88 FEET WEST OF CENTER
 CN2342'LINE OF HIGHWAY, 47 FEET SOUTH OF CENTER LINE OF GRAVEL ROAD, 28 FEET
 CN2342'SOUTHEAST OF A 24-INCH ELM TREE, 51 FEET WEST OF THE WEST END OF AN
 CN2342'18-INCH PIPE CULVERT UNDER HIGHWAY, ABOUT 6 FEET BELOW LEVEL OF
 CN2342'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2305 ***********************************************************************
 CN2305  DESIGNATION -  B 375
 CN2305  PID         -  CN2305
 CN2305  STATE/COUNTY-  AL/MARENGO
 CN2305  USGS QUAD   -  OLD SPRING HILL (1970)
 CN2305
 CN2305                         *CURRENT SURVEY CONTROL
 CN2305  ___________________________________________________________________
 CN2305* NAD 83(1986)-  32 27 49.     (N)    087 47 22.     (W)     SCALED    
 CN2305* NAVD 88     -        74.296  (meters)     243.75   (feet)  ADJUSTED  
 CN2305  ___________________________________________________________________
 CN2305  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN2305  DYNAMIC HT  -          74.210 (meters)     243.47  (feet)  COMP
 CN2305  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 CN2305
 CN2305  VERT ORDER  -  SECOND    CLASS 0
 CN2305
 CN2305.The horizontal coordinates were scaled from a topographic map and have
 CN2305.an estimated accuracy of +/- 6 seconds.
 CN2305
 CN2305.The orthometric height was determined by differential leveling
 CN2305.and adjusted by the National Geodetic Survey in June 1991..
 CN2305
 CN2305.The geoid height was determined by GEOID03.
 CN2305
 CN2305.The dynamic height is computed by dividing the NAVD 88
 CN2305.geopotential number by the normal gravity value computed on the
 CN2305.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2305.degrees latitude (g = 980.6199 gals.).
 CN2305
 CN2305.The modeled gravity was interpolated from observed gravity values.
 CN2305
 CN2305;                    North         East    Units  Estimated Accuracy
 CN2305;SPC AL W     -   273,170.      572,790.      MT  (+/- 180 meters Scaled)
 CN2305
 CN2305                          SUPERSEDED SURVEY CONTROL
 CN2305
 CN2305  NGVD 29 (??/??/92)   74.262  (m)          243.64   (f) ADJ UNCH    2 0
 CN2305
 CN2305.Superseded values are not recommended for survey control.
 CN2305.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2305.See file dsdata.txt to determine how the superseded data were derived.
 CN2305
 CN2305_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA258921(NAD 83)
 CN2305_MARKER: DB = BENCH MARK DISK
 CN2305_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2305_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2305_STAMPING: B 375 1951
 CN2305_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2305+STABILITY: SURFACE MOTION
 CN2305
 CN2305  HISTORY     - Date     Condition        Report By
 CN2305  HISTORY     - 1951     MONUMENTED       CGS
 CN2305
 CN2305                          STATION DESCRIPTION
 CN2305
 CN2305'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2305'3.15 MI SE FROM DEMOPOLIS.
 CN2305'ABOUT 2.95 MILES SOUTHEAST ALONG U.S. HIGHWAY 43 FROM THE JUNCTION OF
 CN2305'U.S. HIGHWAY 80 AT DEMOPOLIS, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A
 CN2305'GRAVEL ROAD, ABOUT 1.95 MILES NORTHWEST ALONG GRAVEL ROAD FROM THE
 CN2305'ROAD JUNCTION AT SPRING HILL, AT THE JUNCTION OF A DRIVE EAST TO DAIRY
 CN2305'BARNS AND A WATER TOWER, 27 FEET NORTHEAST OF CENTER LINE OF ROAD, 26
 CN2305'FEET SOUTH OF CENTER LINE OF DRIVE, 17 FEET NORTHWEST OF CENTER LINE
 CN2305'OF A BOARD GATE TO A BASTURE, 18 1/2 FEET SOUTHEAST OF A FENCE CORNER,
 CN2305'1 1/2 FEET SOUTHWEST OF A FENCE LINE, ABOUT 1 FOOT BELOW LEVEL OF ROAD
 CN2305'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2334 ***********************************************************************
 CN2334  DESIGNATION -  B 376
 CN2334  PID         -  CN2334
 CN2334  STATE/COUNTY-  AL/MARENGO
 CN2334  USGS QUAD   -  UNIONTOWN WEST (1979)
 CN2334
 CN2334                         *CURRENT SURVEY CONTROL
 CN2334  ___________________________________________________________________
 CN2334* NAD 83(1986)-  32 22 34.     (N)    087 37 06.     (W)     SCALED    
 CN2334* NAVD 88     -        64.591  (meters)     211.91   (feet)  ADJUSTED  
 CN2334  ___________________________________________________________________
 CN2334  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CN2334  DYNAMIC HT  -          64.516 (meters)     211.67  (feet)  COMP
 CN2334  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 CN2334
 CN2334  VERT ORDER  -  SECOND    CLASS 0
 CN2334
 CN2334.The horizontal coordinates were scaled from a topographic map and have
 CN2334.an estimated accuracy of +/- 6 seconds.
 CN2334
 CN2334.The orthometric height was determined by differential leveling
 CN2334.and adjusted by the National Geodetic Survey in June 1991..
 CN2334
 CN2334.The geoid height was determined by GEOID03.
 CN2334
 CN2334.The dynamic height is computed by dividing the NAVD 88
 CN2334.geopotential number by the normal gravity value computed on the
 CN2334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2334.degrees latitude (g = 980.6199 gals.).
 CN2334
 CN2334.The modeled gravity was interpolated from observed gravity values.
 CN2334
 CN2334;                    North         East    Units  Estimated Accuracy
 CN2334;SPC AL W     -   263,440.      588,870.      MT  (+/- 180 meters Scaled)
 CN2334
 CN2334                          SUPERSEDED SURVEY CONTROL
 CN2334
 CN2334  NGVD 29 (??/??/92)   64.547  (m)          211.77   (f) ADJ UNCH    2 0
 CN2334
 CN2334.Superseded values are not recommended for survey control.
 CN2334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2334.See file dsdata.txt to determine how the superseded data were derived.
 CN2334
 CN2334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA418822(NAD 83)
 CN2334_MARKER: DB = BENCH MARK DISK
 CN2334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2334_STAMPING: B 376 1952
 CN2334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2334+STABILITY: SURFACE MOTION
 CN2334
 CN2334  HISTORY     - Date     Condition        Report By
 CN2334  HISTORY     - 1952     MONUMENTED       CGS
 CN2334
 CN2334                          STATION DESCRIPTION
 CN2334
 CN2334'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2334'2.15 MI N FROM DAYTON.
 CN2334'ABOUT 2.15 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE POST OFFICE AT
 CN2334'DAYTON, ABOUT 0.4 MILE SOUTHWEST OF JUNCTION OF A ROAD WEST, AT THE
 CN2334'JUNCTION OF A PRIVATE ROAD EAST, 49 FEET SOUTHEAST OF CENTER LINE OF
 CN2334'HIGHWAY, 20 FEET NORTH OF CENTER LINE OF PRIVATE ROAD, 39 FEET EAST OF
 CN2334'NORTHEAST END OF AN 18-INCH PIPE CULVERT UNDER PRIVATE ROAD, 7 FEET
 CN2334'NORTHEAST OF A FENCE CORNER, 1 FOOT NORTH NORTHWEST OF A FENCE LINE, 2
 CN2334'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF
 CN2334'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2617 ***********************************************************************
 CN2617  DESIGNATION -  B 377
 CN2617  PID         -  CN2617
 CN2617  STATE/COUNTY-  AL/SUMTER
 CN2617  USGS QUAD   -  MC DOWELL (1985)
 CN2617
 CN2617                         *CURRENT SURVEY CONTROL
 CN2617  ___________________________________________________________________
 CN2617* NAD 83(1986)-  32 30 30.     (N)    087 59 07.     (W)     SCALED    
 CN2617* NAVD 88     -        26.845  (meters)      88.07   (feet)  ADJUSTED  
 CN2617  ___________________________________________________________________
 CN2617  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN2617  DYNAMIC HT  -          26.814 (meters)      87.97  (feet)  COMP
 CN2617  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 CN2617
 CN2617  VERT ORDER  -  FIRST     CLASS II
 CN2617
 CN2617.The horizontal coordinates were scaled from a topographic map and have
 CN2617.an estimated accuracy of +/- 6 seconds.
 CN2617
 CN2617.The orthometric height was determined by differential leveling
 CN2617.and adjusted by the National Geodetic Survey in June 1991..
 CN2617
 CN2617.The geoid height was determined by GEOID03.
 CN2617
 CN2617.The dynamic height is computed by dividing the NAVD 88
 CN2617.geopotential number by the normal gravity value computed on the
 CN2617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2617.degrees latitude (g = 980.6199 gals.).
 CN2617
 CN2617.The modeled gravity was interpolated from observed gravity values.
 CN2617
 CN2617;                    North         East    Units  Estimated Accuracy
 CN2617;SPC AL W     -   278,190.      554,400.      MT  (+/- 180 meters Scaled)
 CN2617
 CN2617                          SUPERSEDED SURVEY CONTROL
 CN2617
 CN2617  NGVD 29 (??/??/92)   26.82   (m)           88.0    (f) COMPUTED    1 2
 CN2617
 CN2617.Superseded values are not recommended for survey control.
 CN2617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2617.See file dsdata.txt to determine how the superseded data were derived.
 CN2617
 CN2617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA074972(NAD 83)
 CN2617_MARKER: DD = SURVEY DISK
 CN2617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2617_STAMPING: TRA. STA B-377 1939
 CN2617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2617+STABILITY: SURFACE MOTION
 CN2617
 CN2617  HISTORY     - Date     Condition        Report By
 CN2617  HISTORY     - 1939     MONUMENTED       USE
 CN2617  HISTORY     - 1943     GOOD             NGS
 CN2617  HISTORY     - 1968     MARK NOT FOUND   NGS
 CN2617
 CN2617                          STATION DESCRIPTION
 CN2617
 CN2617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CN2617'5.6 MI E FROM COATOPA.
 CN2617'BENCH MARK IS 5.6 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE
 CN2617'STATION AT COATOPA.  IT IS 105.0 FEET NORTHEAST OF POST TTS 63T, 87.0
 CN2617'FEET EAST OF THE CENTERLINE OF A FARM ROAD CROSSING, 12.0 FEET NORTH
 CN2617'OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE TRACK, 2.8
 CN2617'FEET EAST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.3
 CN2617'FOOT.
 CN2617
 CN2617                          STATION RECOVERY (1968)
 CN2617
 CN2617'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CN2617'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1920 ***********************************************************************
 CN1920  DESIGNATION -  B 377
 CN1920  PID         -  CN1920
 CN1920  STATE/COUNTY-  AL/PERRY
 CN1920  USGS QUAD   -  CENTRAL MILLS (1979)
 CN1920
 CN1920                         *CURRENT SURVEY CONTROL
 CN1920  ___________________________________________________________________
 CN1920* NAD 83(1986)-  32 18 38.     (N)    087 27 28.     (W)     SCALED    
 CN1920* NAVD 88     -        71.483  (meters)     234.52   (feet)  ADJUSTED  
 CN1920  ___________________________________________________________________
 CN1920  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CN1920  DYNAMIC HT  -          71.400 (meters)     234.25  (feet)  COMP
 CN1920  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CN1920
 CN1920  VERT ORDER  -  SECOND    CLASS 0
 CN1920
 CN1920.The horizontal coordinates were scaled from a topographic map and have
 CN1920.an estimated accuracy of +/- 6 seconds.
 CN1920
 CN1920.The orthometric height was determined by differential leveling
 CN1920.and adjusted by the National Geodetic Survey in June 1991..
 CN1920
 CN1920.The geoid height was determined by GEOID03.
 CN1920
 CN1920.The dynamic height is computed by dividing the NAVD 88
 CN1920.geopotential number by the normal gravity value computed on the
 CN1920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1920.degrees latitude (g = 980.6199 gals.).
 CN1920
 CN1920.The modeled gravity was interpolated from observed gravity values.
 CN1920
 CN1920;                    North         East    Units  Estimated Accuracy
 CN1920;SPC AL W     -   256,160.      603,980.      MT  (+/- 180 meters Scaled)
 CN1920
 CN1920                          SUPERSEDED SURVEY CONTROL
 CN1920
 CN1920  NGVD 29 (??/??/92)   71.428  (m)          234.34   (f) ADJ UNCH    2 0
 CN1920
 CN1920.Superseded values are not recommended for survey control.
 CN1920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1920.See file dsdata.txt to determine how the superseded data were derived.
 CN1920
 CN1920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA569749(NAD 83)
 CN1920_MARKER: DB = BENCH MARK DISK
 CN1920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1920_STAMPING: B 377 1952
 CN1920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1920+STABILITY: SURFACE MOTION
 CN1920
 CN1920  HISTORY     - Date     Condition        Report By
 CN1920  HISTORY     - 1952     MONUMENTED       CGS
 CN1920
 CN1920                          STATION DESCRIPTION
 CN1920
 CN1920'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN1920'1.95 MI N FROM CENTRAL MILLS.
 CN1920'ABOUT 1.95 MILES NORTH ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 CN1920'CENTRAL MILLS, ABOUT 0.3 MILE SOUTHEAST OF A CHURCH, AT THE JUNCTION
 CN1920'OF A FARM ROAD LEADING EAST, 29 FEET NORTHEAST OF CENTER LINE OF ROAD,
 CN1920'18 FEET NORTH OF CENTER LINE OF FARM ROAD, 44 FEET SOUTHEAST OF A
 CN1920'36-INCH OAK TREE, 15 FEET NORTHWEST OF A 20-INCH OAK TREE SERVING AS A
 CN1920'GATE POST, 1 1/2 FEET SOUTHWEST OF A FENCE LINE, 20 FEET NORTHWEST OF
 CN1920'A WHITE WOODEN WITNESS POST, ABOUT 2 FEETR BELOW LEVEL OF ROAD AND SET
 CN1920'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0707 ***********************************************************************
 CM0707  DESIGNATION -  B 378
 CM0707  PID         -  CM0707
 CM0707  STATE/COUNTY-  AL/LEE
 CM0707  USGS QUAD   -  BLEECKER (1973)
 CM0707
 CM0707                         *CURRENT SURVEY CONTROL
 CM0707  ___________________________________________________________________
 CM0707* NAD 83(1986)-  32 31 12.     (N)    085 13 42.     (W)     SCALED    
 CM0707* NAVD 88     -       149.744  (meters)     491.29   (feet)  ADJUSTED  
 CM0707  ___________________________________________________________________
 CM0707  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CM0707  DYNAMIC HT  -         149.569 (meters)     490.71  (feet)  COMP
 CM0707  MODELED GRAV-     979,467.4   (mgal)                       NAVD 88
 CM0707
 CM0707  VERT ORDER  -  SECOND    CLASS 0
 CM0707
 CM0707.The horizontal coordinates were scaled from a topographic map and have
 CM0707.an estimated accuracy of +/- 6 seconds.
 CM0707
 CM0707.The orthometric height was determined by differential leveling
 CM0707.and adjusted by the National Geodetic Survey in June 1991..
 CM0707
 CM0707.The geoid height was determined by GEOID03.
 CM0707
 CM0707.The dynamic height is computed by dividing the NAVD 88
 CM0707.geopotential number by the normal gravity value computed on the
 CM0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0707.degrees latitude (g = 980.6199 gals.).
 CM0707
 CM0707.The modeled gravity was interpolated from observed gravity values.
 CM0707
 CM0707;                    North         East    Units  Estimated Accuracy
 CM0707;SPC AL E     -   224,130.      256,840.      MT  (+/- 180 meters Scaled)
 CM0707
 CM0707                          SUPERSEDED SURVEY CONTROL
 CM0707
 CM0707  NGVD 29 (??/??/92)  149.731  (m)          491.24   (f) ADJ UNCH    2 0
 CM0707
 CM0707.Superseded values are not recommended for survey control.
 CM0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0707.See file dsdata.txt to determine how the superseded data were derived.
 CM0707
 CM0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA664994(NAD 83)
 CM0707_MARKER: DB = BENCH MARK DISK
 CM0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0707_STAMPING: B 378 1952
 CM0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0707+STABILITY: SURFACE MOTION
 CM0707
 CM0707  HISTORY     - Date     Condition        Report By
 CM0707  HISTORY     - 1952     MONUMENTED       CGS
 CM0707
 CM0707                          STATION DESCRIPTION
 CM0707
 CM0707'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0707'3.3 MI W FROM J C MEADOWS CROSSROAD.
 CM0707'ABOUT 3.3 MILES WEST ALONG A BLACK TOP ROAD FROM THE CROSSROAD
 CM0707'AT J.C. MEADOWS CROSSROAD, ABOUT 0.35 MILE WEST OF A CROSSROAD
 CM0707'AND A CHURCH, AT THE BOTTOM OF GRADES, AND NEAR THE SOUTHWEST
 CM0707'CORNER OF A SMALL CLEARING, 50 FEET NORTH OF CENTER LINE OF ROAD,
 CM0707'143 FEET EAST OF THE NORTH END OF A 36-INCH PIPE CULVERT WITH
 CM0707'STONE HEAD WALL, 184 1/2 FEET WEST OF THE FIRST POWER POLE WEST
 CM0707'OF A POLE WITH A TRANSFORMER (POLE NO. 125), 1 FOOT SOUTH OF A
 CM0707'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CM0707'2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 CM0707'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1022 ***********************************************************************
 CM1022  DESIGNATION -  B 379
 CM1022  PID         -  CM1022
 CM1022  STATE/COUNTY-  AL/RUSSELL
 CM1022  USGS QUAD   -  CRAWFORD (1984)
 CM1022
 CM1022                         *CURRENT SURVEY CONTROL
 CM1022  ___________________________________________________________________
 CM1022* NAD 83(1986)-  32 27 17.     (N)    085 12 11.     (W)     SCALED    
 CM1022* NAVD 88     -       126.364  (meters)     414.58   (feet)  ADJUSTED  
 CM1022  ___________________________________________________________________
 CM1022  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CM1022  DYNAMIC HT  -         126.218 (meters)     414.10  (feet)  COMP
 CM1022  MODELED GRAV-     979,479.8   (mgal)                       NAVD 88
 CM1022
 CM1022  VERT ORDER  -  SECOND    CLASS 0
 CM1022
 CM1022.The horizontal coordinates were scaled from a topographic map and have
 CM1022.an estimated accuracy of +/- 6 seconds.
 CM1022
 CM1022.The orthometric height was determined by differential leveling
 CM1022.and adjusted by the National Geodetic Survey in June 1991..
 CM1022
 CM1022.The geoid height was determined by GEOID03.
 CM1022
 CM1022.The dynamic height is computed by dividing the NAVD 88
 CM1022.geopotential number by the normal gravity value computed on the
 CM1022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1022.degrees latitude (g = 980.6199 gals.).
 CM1022
 CM1022.The modeled gravity was interpolated from observed gravity values.
 CM1022
 CM1022;                    North         East    Units  Estimated Accuracy
 CM1022;SPC AL E     -   216,900.      259,260.      MT  (+/- 180 meters Scaled)
 CM1022
 CM1022                          SUPERSEDED SURVEY CONTROL
 CM1022
 CM1022  NGVD 29 (??/??/92)  126.363  (m)          414.58   (f) ADJ UNCH    2 0
 CM1022
 CM1022.Superseded values are not recommended for survey control.
 CM1022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1022.See file dsdata.txt to determine how the superseded data were derived.
 CM1022
 CM1022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA689922(NAD 83)
 CM1022_MARKER: DB = BENCH MARK DISK
 CM1022_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM1022_SP_SET: CULVERT
 CM1022_STAMPING: B 379 1952
 CM1022_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1022
 CM1022  HISTORY     - Date     Condition        Report By
 CM1022  HISTORY     - 1952     MONUMENTED       CGS
 CM1022
 CM1022                          STATION DESCRIPTION
 CM1022
 CM1022'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM1022'0.4 MI W FROM CRAWFORD.
 CM1022'ABOUT 0.45 MILE WEST ALONG U.S. HIGHWAY 80 FROM THE JUNCTION OF
 CM1022'STATE HIGHWAY 169 AT CRAWFORD, ABOUT 0.55 MILE EAST OF A 50-FOOT
 CM1022'BRIDGE OVER ISLAND CREEK, ABOUT 100 YARDS WEST OF A CHURCH WHICH
 CM1022'IS ON NORTH SIDE OF HIGHWAY, IN THE TOP OF THE EAST END OF THE
 CM1022'NORTH HEAD WALL OF AN 8-FOOT CONCRETE CULVERT WITH PARTITION, 28
 CM1022'FEET NORTH OF CENTER LINE OF HIGHWAY, 1 FOOT WEST OF EAST END OF
 CM1022'HEAD WALL AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1061 ***********************************************************************
 EE1061  DESIGNATION -  B 38
 EE1061  PID         -  EE1061
 EE1061  STATE/COUNTY-  AL/CHEROKEE
 EE1061  USGS QUAD   -  CEDAR BLUFF (1986)
 EE1061
 EE1061                         *CURRENT SURVEY CONTROL
 EE1061  ___________________________________________________________________
 EE1061* NAD 83(1986)-  34 14 01.     (N)    085 31 40.     (W)     SCALED    
 EE1061* NAVD 88     -       181.786  (meters)     596.41   (feet)  ADJUSTED  
 EE1061  ___________________________________________________________________
 EE1061  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE1061  DYNAMIC HT  -         181.599 (meters)     595.80  (feet)  COMP
 EE1061  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 EE1061
 EE1061  VERT ORDER  -  SECOND    CLASS 0
 EE1061
 EE1061.The horizontal coordinates were scaled from a topographic map and have
 EE1061.an estimated accuracy of +/- 6 seconds.
 EE1061
 EE1061.The orthometric height was determined by differential leveling
 EE1061.and adjusted by the National Geodetic Survey in June 1991..
 EE1061
 EE1061.The geoid height was determined by GEOID03.
 EE1061
 EE1061.The dynamic height is computed by dividing the NAVD 88
 EE1061.geopotential number by the normal gravity value computed on the
 EE1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1061.degrees latitude (g = 980.6199 gals.).
 EE1061
 EE1061.The modeled gravity was interpolated from observed gravity values.
 EE1061
 EE1061;                    North         East    Units  Estimated Accuracy
 EE1061;SPC AL E     -   414,060.      228,150.      MT  (+/- 180 meters Scaled)
 EE1061
 EE1061                          SUPERSEDED SURVEY CONTROL
 EE1061
 EE1061  NGVD 29 (??/??/92)  181.76   (m)          596.3    (f) COMPUTED    2 0
 EE1061
 EE1061.Superseded values are not recommended for survey control.
 EE1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1061.See file dsdata.txt to determine how the superseded data were derived.
 EE1061
 EE1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC355890(NAD 83)
 EE1061_MARKER: DB = BENCH MARK DISK
 EE1061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1061_STAMPING: B 38 1934
 EE1061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1061+STABILITY: SURFACE MOTION
 EE1061
 EE1061  HISTORY     - Date     Condition        Report By
 EE1061  HISTORY     - 1934     MONUMENTED       CGS
 EE1061  HISTORY     - 1947     GOOD             NGS
 EE1061
 EE1061                          STATION DESCRIPTION
 EE1061
 EE1061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE1061'0.3 MI E FROM LAWRENCE.
 EE1061'ABOUT 0.3 MILE EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EE1061'AT LAWRENCE, AT THE SECOND DIRT ROAD CROSSING EAST OF THE STATION,
 EE1061'110 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 21 FEET NORTH
 EE1061'OF THE NORTH RAIL, 55 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 EE1061'THE PORCH OF A SMALL UNPAINTED HOUSE, 7 FEET SOUTHWEST OF A
 EE1061'TELEPHONE POLE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST,
 EE1061'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 EE1061'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0978 ***********************************************************************
 CM0978  DESIGNATION -  B 380
 CM0978  PID         -  CM0978
 CM0978  STATE/COUNTY-  AL/RUSSELL
 CM0978  USGS QUAD   -  SEALE (1984)
 CM0978
 CM0978                         *CURRENT SURVEY CONTROL
 CM0978  ___________________________________________________________________
 CM0978* NAD 83(1986)-  32 20 22.     (N)    085 14 10.     (W)     SCALED    
 CM0978* NAVD 88     -       149.297  (meters)     489.82   (feet)  ADJUSTED  
 CM0978  ___________________________________________________________________
 CM0978  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CM0978  DYNAMIC HT  -         149.125 (meters)     489.25  (feet)  COMP
 CM0978  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 CM0978
 CM0978  VERT ORDER  -  SECOND    CLASS 0
 CM0978
 CM0978.The horizontal coordinates were scaled from a topographic map and have
 CM0978.an estimated accuracy of +/- 6 seconds.
 CM0978
 CM0978.The orthometric height was determined by differential leveling
 CM0978.and adjusted by the National Geodetic Survey in June 1991..
 CM0978
 CM0978.The geoid height was determined by GEOID03.
 CM0978
 CM0978.The dynamic height is computed by dividing the NAVD 88
 CM0978.geopotential number by the normal gravity value computed on the
 CM0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0978.degrees latitude (g = 980.6199 gals.).
 CM0978
 CM0978.The modeled gravity was interpolated from observed gravity values.
 CM0978
 CM0978;                    North         East    Units  Estimated Accuracy
 CM0978;SPC AL E     -   204,100.      256,220.      MT  (+/- 180 meters Scaled)
 CM0978
 CM0978                          SUPERSEDED SURVEY CONTROL
 CM0978
 CM0978  NGVD 29 (??/??/92)  149.300  (m)          489.83   (f) ADJ UNCH    2 0
 CM0978
 CM0978.Superseded values are not recommended for survey control.
 CM0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0978.See file dsdata.txt to determine how the superseded data were derived.
 CM0978
 CM0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA660794(NAD 83)
 CM0978_MARKER: DB = BENCH MARK DISK
 CM0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0978_STAMPING: B 380 1952
 CM0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0978+STABILITY: SURFACE MOTION
 CM0978
 CM0978  HISTORY     - Date     Condition        Report By
 CM0978  HISTORY     - 1952     MONUMENTED       CGS
 CM0978
 CM0978                          STATION DESCRIPTION
 CM0978
 CM0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0978'0.8 MI W FROM SANDFORT.
 CM0978'ABOUT 0.8 MILE WEST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 CM0978'AND STORE AT SANDFORT, ABOUT 0.55 MILE EAST OF JUNCTION OF A ROAD
 CM0978'NORTH TO A FIRE TOWER, AT THE JUNCTION OF A PRIVATE ROAD NORTHWEST,
 CM0978'115 FEET NORTH AND ACROSS PRIVATE ROAD FROM THE CENTER LINE OF
 CM0978'ROAD, 61 FEET NORTHEAST OF CENTER LINE OF PRIVATE ROAD, 1 1/2 FEET
 CM0978'EAST OF THE 2ND POWER POLE EAST OF A POLE WITH A TRANSFORMER, IN
 CM0978'LINE WITH THE ROW OF POLES, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND
 CM0978'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0718 ***********************************************************************
 BT0718  DESIGNATION -  B 382
 BT0718  PID         -  BT0718
 BT0718  STATE/COUNTY-  AL/BARBOUR
 BT0718  USGS QUAD   -  WHITE OAK (1968)
 BT0718
 BT0718                         *CURRENT SURVEY CONTROL
 BT0718  ___________________________________________________________________
 BT0718* NAD 83(1986)-  31 53 16.     (N)    085 20 50.     (W)     SCALED    
 BT0718* NAVD 88     -       123.700  (meters)     405.84   (feet)  ADJUSTED  
 BT0718  ___________________________________________________________________
 BT0718  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BT0718  DYNAMIC HT  -         123.557 (meters)     405.37  (feet)  COMP
 BT0718  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 BT0718
 BT0718  VERT ORDER  -  SECOND    CLASS 0
 BT0718
 BT0718.The horizontal coordinates were scaled from a topographic map and have
 BT0718.an estimated accuracy of +/- 6 seconds.
 BT0718
 BT0718.The orthometric height was determined by differential leveling
 BT0718.and adjusted by the National Geodetic Survey in June 1991..
 BT0718
 BT0718.The geoid height was determined by GEOID03.
 BT0718
 BT0718.The dynamic height is computed by dividing the NAVD 88
 BT0718.geopotential number by the normal gravity value computed on the
 BT0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0718.degrees latitude (g = 980.6199 gals.).
 BT0718
 BT0718.The modeled gravity was interpolated from observed gravity values.
 BT0718
 BT0718;                    North         East    Units  Estimated Accuracy
 BT0718;SPC AL E     -   153,960.      245,990.      MT  (+/- 180 meters Scaled)
 BT0718
 BT0718                          SUPERSEDED SURVEY CONTROL
 BT0718
 BT0718  NGVD 29 (??/??/92)  123.728  (m)          405.93   (f) ADJ UNCH    2 0
 BT0718
 BT0718.Superseded values are not recommended for survey control.
 BT0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0718.See file dsdata.txt to determine how the superseded data were derived.
 BT0718
 BT0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA563291(NAD 83)
 BT0718_MARKER: DB = BENCH MARK DISK
 BT0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0718_STAMPING: B 382 1952
 BT0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0718+STABILITY: SURFACE MOTION
 BT0718
 BT0718  HISTORY     - Date     Condition        Report By
 BT0718  HISTORY     - 1952     MONUMENTED       CGS
 BT0718
 BT0718                          STATION DESCRIPTION
 BT0718
 BT0718'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0718'1.5 MI SW FROM WHITE OAK.
 BT0718'ABOUT 0.5 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BT0718'STATION SIGN AT WHITE OAK, THENCE ABOUT 1.0 MILE SOUTH ALONG
 BT0718'A GRAVEL ROAD, ABOUT 0.75 MILE NORTH OF JUNCTION OF STATE HIGHWAY
 BT0718'30, ABOUT 0.5 MILE SOUTH OF JUNCTION OF A ROAD WEST, 28 FEET WEST
 BT0718'OF CENTER LINE OF ROAD, 1 FOOT EAST OF A FENCE LINE, 17 FEET
 BT0718'SOUTH OF CENTER OF A GAP ACROSS A TRAIL LEADING NORTHWEST AND
 BT0718'DOWNHILL, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 BT0718'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT0718'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0740 ***********************************************************************
 BT0740  DESIGNATION -  B 383
 BT0740  PID         -  BT0740
 BT0740  STATE/COUNTY-  AL/BARBOUR
 BT0740  USGS QUAD   -  EUFAULA SOUTH (1981)
 BT0740
 BT0740                         *CURRENT SURVEY CONTROL
 BT0740  ___________________________________________________________________
 BT0740* NAD 83(1986)-  31 50 58.     (N)    085 11 18.     (W)     SCALED    
 BT0740* NAVD 88     -        86.152  (meters)     282.65   (feet)  ADJUSTED  
 BT0740  ___________________________________________________________________
 BT0740  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BT0740  DYNAMIC HT  -          86.052 (meters)     282.32  (feet)  COMP
 BT0740  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 BT0740
 BT0740  VERT ORDER  -  SECOND    CLASS 0
 BT0740
 BT0740.The horizontal coordinates were scaled from a topographic map and have
 BT0740.an estimated accuracy of +/- 6 seconds.
 BT0740
 BT0740.The orthometric height was determined by differential leveling
 BT0740.and adjusted by the National Geodetic Survey in June 1991..
 BT0740
 BT0740.The geoid height was determined by GEOID03.
 BT0740
 BT0740.The dynamic height is computed by dividing the NAVD 88
 BT0740.geopotential number by the normal gravity value computed on the
 BT0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0740.degrees latitude (g = 980.6199 gals.).
 BT0740
 BT0740.The modeled gravity was interpolated from observed gravity values.
 BT0740
 BT0740;                    North         East    Units  Estimated Accuracy
 BT0740;SPC AL E     -   149,790.      261,050.      MT  (+/- 180 meters Scaled)
 BT0740
 BT0740                          SUPERSEDED SURVEY CONTROL
 BT0740
 BT0740  NGVD 29 (??/??/92)   86.199  (m)          282.80   (f) ADJ UNCH    2 0
 BT0740
 BT0740.Superseded values are not recommended for survey control.
 BT0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0740.See file dsdata.txt to determine how the superseded data were derived.
 BT0740
 BT0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA714251(NAD 83)
 BT0740_MARKER: DB = BENCH MARK DISK
 BT0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0740_STAMPING: B 383 1952
 BT0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0740+STABILITY: SURFACE MOTION
 BT0740
 BT0740  HISTORY     - Date     Condition        Report By
 BT0740  HISTORY     - 1952     MONUMENTED       CGS
 BT0740
 BT0740                          STATION DESCRIPTION
 BT0740
 BT0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0740'4 MI SW FROM EUFAULA.
 BT0740'ABOUT 2.15 MILES SOUTH ALONG U.S. HIGHWAY 241 FROM THE JUNCTION
 BT0740'OF U.S. HIGHWAY 82 AT EUFAULA, THENCE ABOUT 1.0 MILE SOUTHWEST
 BT0740'ALONG A GRAVEL ROAD, THENCE ABOUT 0.05 MILE WEST ALONG STATE
 BT0740'HIGHWAY 30, THENCE ABOUT 0.85 MILE SOUTHWEST ALONG A BLACK TOP
 BT0740'ROAD, AT END OF BLACK TOP ROAD AND AT JUNCTION OF A ROAD LEADING
 BT0740'SOUTHEAST TO A LARGE LAKE, 75 FEET EAST OF CENTER LINE OF ROAD,
 BT0740'29 FEET NORTHEAST OF CENTER LINE OF ROAD TO LAKE, 43 FEET NORTH
 BT0740'OF CENTER OF GATE ACROSS ROAD TO LAKE, 1 FOOT WEST OF A WIRE
 BT0740'FENCE, 13 FEET EAST OF THE NORTH END OF A 24-INCH PIPE CULVERT
 BT0740'UNDER ROAD TO LAKE, ABOUT 7 FEET LOWER THAN ROAD LEVEL AND SET
 BT0740'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0746 ***********************************************************************
 BT0746  DESIGNATION -  B 384
 BT0746  PID         -  BT0746
 BT0746  STATE/COUNTY-  AL/BARBOUR
 BT0746  USGS QUAD   -  BAKER HILL (1968)
 BT0746
 BT0746                         *CURRENT SURVEY CONTROL
 BT0746  ___________________________________________________________________
 BT0746* NAD 83(1986)-  31 47 42.     (N)    085 15 30.     (W)     SCALED    
 BT0746* NAVD 88     -       126.603  (meters)     415.36   (feet)  ADJUSTED  
 BT0746  ___________________________________________________________________
 BT0746  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BT0746  DYNAMIC HT  -         126.455 (meters)     414.88  (feet)  COMP
 BT0746  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 BT0746
 BT0746  VERT ORDER  -  SECOND    CLASS 0
 BT0746
 BT0746.The horizontal coordinates were scaled from a topographic map and have
 BT0746.an estimated accuracy of +/- 6 seconds.
 BT0746
 BT0746.The orthometric height was determined by differential leveling
 BT0746.and adjusted by the National Geodetic Survey in June 1991..
 BT0746
 BT0746.The geoid height was determined by GEOID03.
 BT0746
 BT0746.The dynamic height is computed by dividing the NAVD 88
 BT0746.geopotential number by the normal gravity value computed on the
 BT0746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0746.degrees latitude (g = 980.6199 gals.).
 BT0746
 BT0746.The modeled gravity was interpolated from observed gravity values.
 BT0746
 BT0746;                    North         East    Units  Estimated Accuracy
 BT0746;SPC AL E     -   143,720.      254,450.      MT  (+/- 180 meters Scaled)
 BT0746
 BT0746                          SUPERSEDED SURVEY CONTROL
 BT0746
 BT0746  NGVD 29 (??/??/92)  126.647  (m)          415.51   (f) ADJ UNCH    2 0
 BT0746
 BT0746.Superseded values are not recommended for survey control.
 BT0746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0746.See file dsdata.txt to determine how the superseded data were derived.
 BT0746
 BT0746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA648190(NAD 83)
 BT0746_MARKER: DB = BENCH MARK DISK
 BT0746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0746_STAMPING: B 384 1952
 BT0746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0746+STABILITY: SURFACE MOTION
 BT0746
 BT0746  HISTORY     - Date     Condition        Report By
 BT0746  HISTORY     - 1952     MONUMENTED       CGS
 BT0746
 BT0746                          STATION DESCRIPTION
 BT0746
 BT0746'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0746'2.7 MI NE FROM BAKERHILL.
 BT0746'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 131 FROM THE POST
 BT0746'OFFICE AND CROSSROADS AT BAKERHILL, ABOUT 0.3 MILE EAST OF A
 BT0746'SAW MILL, 60 FEET SOUTH OF CENTER LINE OF HIGHWAY, 120 FEET
 BT0746'SOUTHWEST OF CENTER OF JUNCTION OF A DRIVE NORTH TO A FARM HOUSE,
 BT0746'1 1/2 FEET NORTH OF A FENCE LINE, 1 FOOT WEST OF R/W MARKER NO.
 BT0746'P.T. 148+68, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 BT0746'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0922 ***********************************************************************
 CM0922  DESIGNATION -  B 385
 CM0922  PID         -  CM0922
 CM0922  STATE/COUNTY-  AL/BARBOUR
 CM0922  USGS QUAD   -  COMER (1973)
 CM0922
 CM0922                         *CURRENT SURVEY CONTROL
 CM0922  ___________________________________________________________________
 CM0922* NAD 83(1986)-  32 02 05.     (N)    085 22 38.     (W)     SCALED    
 CM0922* NAVD 88     -        93.848  (meters)     307.90   (feet)  ADJUSTED  
 CM0922  ___________________________________________________________________
 CM0922  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CM0922  DYNAMIC HT  -          93.740 (meters)     307.55  (feet)  COMP
 CM0922  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 CM0922
 CM0922  VERT ORDER  -  SECOND    CLASS 0
 CM0922
 CM0922.The horizontal coordinates were scaled from a topographic map and have
 CM0922.an estimated accuracy of +/- 6 seconds.
 CM0922
 CM0922.The orthometric height was determined by differential leveling
 CM0922.and adjusted by the National Geodetic Survey in June 1991..
 CM0922
 CM0922.The geoid height was determined by GEOID03.
 CM0922
 CM0922.The dynamic height is computed by dividing the NAVD 88
 CM0922.geopotential number by the normal gravity value computed on the
 CM0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0922.degrees latitude (g = 980.6199 gals.).
 CM0922
 CM0922.The modeled gravity was interpolated from observed gravity values.
 CM0922
 CM0922;                    North         East    Units  Estimated Accuracy
 CM0922;SPC AL E     -   170,250.      243,080.      MT  (+/- 180 meters Scaled)
 CM0922
 CM0922                          SUPERSEDED SURVEY CONTROL
 CM0922
 CM0922  NGVD 29 (??/??/92)   93.866  (m)          307.96   (f) ADJ UNCH    2 0
 CM0922
 CM0922.Superseded values are not recommended for survey control.
 CM0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0922.See file dsdata.txt to determine how the superseded data were derived.
 CM0922
 CM0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA532454(NAD 83)
 CM0922_MARKER: DB = BENCH MARK DISK
 CM0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0922_STAMPING: B 385 1952
 CM0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0922+STABILITY: SURFACE MOTION
 CM0922
 CM0922  HISTORY     - Date     Condition        Report By
 CM0922  HISTORY     - 1952     MONUMENTED       CGS
 CM0922
 CM0922                          STATION DESCRIPTION
 CM0922
 CM0922'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0922'0.6 MI NE FROM COMER.
 CM0922'ABOUT 0.3 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CENTRAL OF
 CM0922'GEORGIA RAILWAY STATION AT COMER, THENCE ABOUT 0.3 MILE EAST ALONG
 CM0922'U.S. HIGHWAY 82, AT THE JUNCTION OF A BLACK TOP ROAD LEADING NORTH
 CM0922'TO SPRING HILL AND RUTHERFORD, 41 FEET NORTH OF CENTER LINE OF
 CM0922'HIGHWAY, 186 FEET WEST OF CENTER OF JUNCTION OF ROAD NORTH, 18 1/2
 CM0922'FEET EAST OF A HIGHWAY R/W MARKER POST, 2 FEET SOUTHEAST OF A
 CM0922'FENCE CORNER, 157 FEET WEST OF NORTHWEST END OF AN 18-INCH PIPE
 CM0922'CULVERT WITH HEAD WALLS UNDER JUNCTION, ABOUT 3 1/2 FEET BELOW
 CM0922'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0922'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0717 ***********************************************************************
 BT0717  DESIGNATION -  B 386
 BT0717  PID         -  BT0717
 BT0717  STATE/COUNTY-  AL/BARBOUR
 BT0717  USGS QUAD   -  WHITE OAK (1968)
 BT0717
 BT0717                         *CURRENT SURVEY CONTROL
 BT0717  ___________________________________________________________________
 BT0717* NAD 83(1986)-  31 59 44.     (N)    085 19 10.     (W)     SCALED    
 BT0717* NAVD 88     -       105.427  (meters)     345.89   (feet)  ADJUSTED  
 BT0717  ___________________________________________________________________
 BT0717  GEOID HEIGHT-         -26.37  (meters)                     GEOID03
 BT0717  DYNAMIC HT  -         105.305 (meters)     345.49  (feet)  COMP
 BT0717  MODELED GRAV-     979,479.6   (mgal)                       NAVD 88
 BT0717
 BT0717  VERT ORDER  -  SECOND    CLASS 0
 BT0717
 BT0717.The horizontal coordinates were scaled from a topographic map and have
 BT0717.an estimated accuracy of +/- 6 seconds.
 BT0717
 BT0717.The orthometric height was determined by differential leveling
 BT0717.and adjusted by the National Geodetic Survey in June 1991..
 BT0717
 BT0717.The geoid height was determined by GEOID03.
 BT0717
 BT0717.The dynamic height is computed by dividing the NAVD 88
 BT0717.geopotential number by the normal gravity value computed on the
 BT0717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0717.degrees latitude (g = 980.6199 gals.).
 BT0717
 BT0717.The modeled gravity was interpolated from observed gravity values.
 BT0717
 BT0717;                    North         East    Units  Estimated Accuracy
 BT0717;SPC AL E     -   165,930.      248,560.      MT  (+/- 180 meters Scaled)
 BT0717
 BT0717                          SUPERSEDED SURVEY CONTROL
 BT0717
 BT0717  NGVD 29 (??/??/92)  105.451  (m)          345.97   (f) ADJ UNCH    2 0
 BT0717
 BT0717.Superseded values are not recommended for survey control.
 BT0717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0717.See file dsdata.txt to determine how the superseded data were derived.
 BT0717
 BT0717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA587411(NAD 83)
 BT0717_MARKER: DB = BENCH MARK DISK
 BT0717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0717_STAMPING: B 386 1952
 BT0717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0717+STABILITY: SURFACE MOTION
 BT0717
 BT0717  HISTORY     - Date     Condition        Report By
 BT0717  HISTORY     - 1952     MONUMENTED       CGS
 BT0717  HISTORY     - 1972     MARK NOT FOUND   USGS
 BT0717
 BT0717                          STATION DESCRIPTION
 BT0717
 BT0717'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0717'1 MI S FROM BATESVILLE.
 BT0717'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CENTRAL OF
 BT0717'GEORGIA RAILWAY STATION AT BATESVILLE, AT CROSSING OF A POWER
 BT0717'TRANSMISSION LINE, 52 FEET EAST OF CENTER LINE OF ROAD, 19 FEET
 BT0717'EAST OF A FENCE LINE, 54 FEET SOUTH OF CENTER WIRE OF POWER
 BT0717'TRANSMISSION LINE, 3 1/2 FEET NORTHWEST OF A POWER POLE WHICH
 BT0717'RUNS NORTH AND SOUTH AND PASSES UNDER TRANSMISSION LINE, ABOUT
 BT0717'1 FOOT ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT0717'3 INCHES.
 BT0717
 BT0717                          STATION RECOVERY (1972)
 BT0717
 BT0717'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 BT0717'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0995 ***********************************************************************
 CM0995  DESIGNATION -  B 387
 CM0995  PID         -  CM0995
 CM0995  STATE/COUNTY-  AL/RUSSELL
 CM0995  USGS QUAD   -  CRAWFORD (1984)
 CM0995
 CM0995                         *CURRENT SURVEY CONTROL
 CM0995  ___________________________________________________________________
 CM0995* NAD 83(1986)-  32 26 37.     (N)    085 09 18.     (W)     SCALED    
 CM0995* NAVD 88     -       131.664  (meters)     431.97   (feet)  ADJUSTED  
 CM0995  ___________________________________________________________________
 CM0995  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CM0995  DYNAMIC HT  -         131.512 (meters)     431.47  (feet)  COMP
 CM0995  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 CM0995
 CM0995  VERT ORDER  -  SECOND    CLASS 0
 CM0995
 CM0995.The horizontal coordinates were scaled from a topographic map and have
 CM0995.an estimated accuracy of +/- 6 seconds.
 CM0995
 CM0995.The orthometric height was determined by differential leveling
 CM0995.and adjusted by the National Geodetic Survey in June 1991..
 CM0995
 CM0995.The geoid height was determined by GEOID03.
 CM0995
 CM0995.The dynamic height is computed by dividing the NAVD 88
 CM0995.geopotential number by the normal gravity value computed on the
 CM0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0995.degrees latitude (g = 980.6199 gals.).
 CM0995
 CM0995.The modeled gravity was interpolated from observed gravity values.
 CM0995
 CM0995;                    North         East    Units  Estimated Accuracy
 CM0995;SPC AL E     -   215,700.      263,790.      MT  (+/- 180 meters Scaled)
 CM0995
 CM0995                          SUPERSEDED SURVEY CONTROL
 CM0995
 CM0995  NGVD 29 (??/??/92)  131.669  (m)          431.98   (f) ADJ UNCH    2 0
 CM0995
 CM0995.Superseded values are not recommended for survey control.
 CM0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0995.See file dsdata.txt to determine how the superseded data were derived.
 CM0995
 CM0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA734911(NAD 83)
 CM0995_MARKER: DB = BENCH MARK DISK
 CM0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0995_STAMPING: B 387 1952
 CM0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0995+STABILITY: SURFACE MOTION
 CM0995
 CM0995  HISTORY     - Date     Condition        Report By
 CM0995  HISTORY     - 1952     MONUMENTED       CGS
 CM0995  HISTORY     - 20020204 MARK NOT FOUND   JCLS
 CM0995
 CM0995                          STATION DESCRIPTION
 CM0995
 CM0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0995'2.2 MI SE FROM CRAWFORD.
 CM0995'ABOUT 0.15 MILES EAST ALONG U.S. HIGHWAY 80 FROM THE METHODIST
 CM0995'CHURCH AT CRAWFORD, THENCE ABOUT 2.1 MILES SOUTHEAST ALONG A BLACK
 CM0995'TOP ROAD, AT THE JUNCTION OF A BLACK TOP ROAD NORTHEAST, 69 FEET
 CM0995'EAST OF CENTER LINE OF ROAD AT THE CENTER OF JUNCTION OF
 CM0995'SOUTHEAST LEG OF ROAD NORTHEAST, 69 FEET SOUTHEAST OF CENTER LINE
 CM0995'OF ROAD NORTHEAST, 15 FEET SOUTHWEST OF SOUTHWEST CORNER OF A
 CM0995'SMALL SHED, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2
 CM0995'FEET BELOW THE LEVEL OF JUNCTION AND SET IN THE TOP OF A CONCRETE
 CM0995'POST PROJECTING 2 INCHES.
 CM0995
 CM0995                          STATION RECOVERY (2002)
 CM0995
 CM0995'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 CM0995'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0789 ***********************************************************************
 CM0789  DESIGNATION -  B 388
 CM0789  PID         -  CM0789
 CM0789  STATE/COUNTY-  AL/RUSSELL
 CM0789  USGS QUAD   -  PITTSVIEW (1984)
 CM0789
 CM0789                         *CURRENT SURVEY CONTROL
 CM0789  ___________________________________________________________________
 CM0789* NAD 83(1986)-  32 11 27.     (N)    085 10 44.     (W)     SCALED    
 CM0789* NAVD 88     -        75.571  (meters)     247.94   (feet)  ADJUSTED  
 CM0789  ___________________________________________________________________
 CM0789  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CM0789  DYNAMIC HT  -          75.485 (meters)     247.65  (feet)  COMP
 CM0789  MODELED GRAV-     979,500.2   (mgal)                       NAVD 88
 CM0789
 CM0789  VERT ORDER  -  SECOND    CLASS 0
 CM0789
 CM0789.The horizontal coordinates were scaled from a topographic map and have
 CM0789.an estimated accuracy of +/- 6 seconds.
 CM0789
 CM0789.The orthometric height was determined by differential leveling
 CM0789.and adjusted by the National Geodetic Survey in June 1991..
 CM0789
 CM0789.The geoid height was determined by GEOID03.
 CM0789
 CM0789.The dynamic height is computed by dividing the NAVD 88
 CM0789.geopotential number by the normal gravity value computed on the
 CM0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0789.degrees latitude (g = 980.6199 gals.).
 CM0789
 CM0789.The modeled gravity was interpolated from observed gravity values.
 CM0789
 CM0789;                    North         East    Units  Estimated Accuracy
 CM0789;SPC AL E     -   187,650.      261,710.      MT  (+/- 180 meters Scaled)
 CM0789
 CM0789                          SUPERSEDED SURVEY CONTROL
 CM0789
 CM0789  NGVD 29 (??/??/92)   75.602  (m)          248.04   (f) ADJ UNCH    2 0
 CM0789
 CM0789.Superseded values are not recommended for survey control.
 CM0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0789.See file dsdata.txt to determine how the superseded data were derived.
 CM0789
 CM0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA716630(NAD 83)
 CM0789_MARKER: DB = BENCH MARK DISK
 CM0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0789_STAMPING: B 388 1952
 CM0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0789+STABILITY: SURFACE MOTION
 CM0789
 CM0789  HISTORY     - Date     Condition        Report By
 CM0789  HISTORY     - 1952     MONUMENTED       CGS
 CM0789  HISTORY     - 1972     MARK NOT FOUND   USGS
 CM0789
 CM0789                          STATION DESCRIPTION
 CM0789
 CM0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0789'0.9 MI W FROM PITTSVIEW.
 CM0789'ABOUT 0.9 MILE WEST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CM0789'THE CROSSING OF U.S. HIGHWAY 241 AT PITTSVIEW, ABOUT 8 RAILS EAST
 CM0789'OF MILE POST 762, AT A PRIVATE ROAD CROSSING, 91 FEET SOUTH OF
 CM0789'THE SOUTH RAIL OF TRACK AT CENTER OF CROSSING, 18 FEET SOUTHEAST
 CM0789'OF CENTER LINE OF PRIVATE ROAD, 12 FEET EAST OF A FENCE CORNER,
 CM0789'1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN
 CM0789'WITNESS POST, ABOUT 3 FEET BELOW TRACK LEVEL AND SET IN THE TOP
 CM0789'OF A CONCRETE POST PROJECTING 3 INCHES.
 CM0789
 CM0789                          STATION RECOVERY (1972)
 CM0789
 CM0789'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CM0789'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1149 ***********************************************************************
 BT1149  DESIGNATION -  B 389
 BT1149  PID         -  BT1149
 BT1149  STATE/COUNTY-  AL/HOUSTON
 BT1149  USGS QUAD   -  SAFFOLD (1981)
 BT1149
 BT1149                         *CURRENT SURVEY CONTROL
 BT1149  ___________________________________________________________________
 BT1149* NAD 83(1986)-  31 07 22.     (N)    085 03 52.     (W)     SCALED    
 BT1149* NAVD 88     -        39.025  (meters)     128.03   (feet)  ADJUSTED  
 BT1149  ___________________________________________________________________
 BT1149  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BT1149  DYNAMIC HT  -          38.975 (meters)     127.87  (feet)  COMP
 BT1149  MODELED GRAV-     979,382.7   (mgal)                       NAVD 88
 BT1149
 BT1149  VERT ORDER  -  SECOND    CLASS 0
 BT1149
 BT1149.The horizontal coordinates were scaled from a topographic map and have
 BT1149.an estimated accuracy of +/- 6 seconds.
 BT1149
 BT1149.The orthometric height was determined by differential leveling
 BT1149.and adjusted by the National Geodetic Survey in June 1991..
 BT1149
 BT1149.The geoid height was determined by GEOID03.
 BT1149
 BT1149.The dynamic height is computed by dividing the NAVD 88
 BT1149.geopotential number by the normal gravity value computed on the
 BT1149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1149.degrees latitude (g = 980.6199 gals.).
 BT1149
 BT1149.The modeled gravity was interpolated from observed gravity values.
 BT1149
 BT1149;                    North         East    Units  Estimated Accuracy
 BT1149;SPC AL E     -    69,300.      273,340.      MT  (+/- 180 meters Scaled)
 BT1149
 BT1149                          SUPERSEDED SURVEY CONTROL
 BT1149
 BT1149  NGVD 29 (??/??/92)   39.144  (m)          128.42   (f) ADJ UNCH    2 0
 BT1149
 BT1149.Superseded values are not recommended for survey control.
 BT1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1149.See file dsdata.txt to determine how the superseded data were derived.
 BT1149
 BT1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV845448(NAD 83)
 BT1149_MARKER: DB = BENCH MARK DISK
 BT1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1149_STAMPING: B 389 1952
 BT1149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1149+STABILITY: SURFACE MOTION
 BT1149
 BT1149  HISTORY     - Date     Condition        Report By
 BT1149  HISTORY     - 1952     MONUMENTED       CGS
 BT1149  HISTORY     - 20010514 GOOD             GADT
 BT1149
 BT1149                          STATION DESCRIPTION
 BT1149
 BT1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1149'0.3 MI S FROM ALAGA.
 BT1149'ABOUT 0.3 MILE SOUTH ALONG A ROAD FROM THE ATLANTIC COAST LINE
 BT1149'RAILROAD STATION AT ALAGA, AT THE INTERSECTION OF U.S. HIGHWAY
 BT1149'84, 54 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 47 FEET EAST OF
 BT1149'CENTER LINE OF ROAD SOUTH, 42 FEET SOUTHEAST OF SOUTHWEST END OF AN
 BT1149'18-INCH PIPE CULVERT WITH CONCRETE HEAD WALL UNDER HIGHWAY, 2
 BT1149'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 BT1149'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT1149'4 INCHES.
 BT1149
 BT1149                          STATION RECOVERY (2001)
 BT1149
 BT1149'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 BT1149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1095 ***********************************************************************
 EE1095  DESIGNATION -  B 39
 EE1095  PID         -  EE1095
 EE1095  STATE/COUNTY-  AL/CHEROKEE
 EE1095  USGS QUAD   -  CENTRE (1986)
 EE1095
 EE1095                         *CURRENT SURVEY CONTROL
 EE1095  ___________________________________________________________________
 EE1095* NAD 83(1986)-  34 08 58.     (N)    085 40 17.     (W)     SCALED    
 EE1095* NAVD 88     -       190.787  (meters)     625.94   (feet)  ADJUSTED  
 EE1095  ___________________________________________________________________
 EE1095  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1095  DYNAMIC HT  -         190.589 (meters)     625.29  (feet)  COMP
 EE1095  MODELED GRAV-     979,598.0   (mgal)                       NAVD 88
 EE1095
 EE1095  VERT ORDER  -  SECOND    CLASS 0
 EE1095
 EE1095.The horizontal coordinates were scaled from a topographic map and have
 EE1095.an estimated accuracy of +/- 6 seconds.
 EE1095
 EE1095.The orthometric height was determined by differential leveling
 EE1095.and adjusted by the National Geodetic Survey in June 1991..
 EE1095
 EE1095.The geoid height was determined by GEOID03.
 EE1095
 EE1095.The dynamic height is computed by dividing the NAVD 88
 EE1095.geopotential number by the normal gravity value computed on the
 EE1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1095.degrees latitude (g = 980.6199 gals.).
 EE1095
 EE1095.The modeled gravity was interpolated from observed gravity values.
 EE1095
 EE1095;                    North         East    Units  Estimated Accuracy
 EE1095;SPC AL E     -   404,690.      214,930.      MT  (+/- 180 meters Scaled)
 EE1095
 EE1095                          SUPERSEDED SURVEY CONTROL
 EE1095
 EE1095  NGVD 29 (??/??/92)  190.744  (m)          625.80   (f) ADJ UNCH    2 0
 EE1095
 EE1095.Superseded values are not recommended for survey control.
 EE1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1095.See file dsdata.txt to determine how the superseded data were derived.
 EE1095
 EE1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC224795(NAD 83)
 EE1095_MARKER: DB = BENCH MARK DISK
 EE1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1095_STAMPING: B 39 1934
 EE1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1095+STABILITY: SURFACE MOTION
 EE1095
 EE1095  HISTORY     - Date     Condition        Report By
 EE1095  HISTORY     - 1934     MONUMENTED       CGS
 EE1095  HISTORY     - 1947     GOOD             NGS
 EE1095  HISTORY     - 1959     MARK NOT FOUND   NGS
 EE1095
 EE1095                          STATION DESCRIPTION
 EE1095
 EE1095'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE1095'0.5 MI E FROM CENTRE.
 EE1095'ABOUT 0.5 MILE EAST ALONG U.S. HIGHWAY 411 FROM THE COURT HOUSE
 EE1095'AT CENTRE, 123 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EE1095'CENTRE ELEMENTARY SCHOOL BUILDING, 52 FEET NORTH OF THE CENTER LINE
 EE1095'OF THE HIGHWAY, 42 FEET WEST OF THE CENTER LINE OF THE DRIVE
 EE1095'TO THE SCHOOL, 29.5 FEET NORTHWEST OF A FIRE PLUG, 13.5 FEET
 EE1095'NORTH OF THE CENTER LINE OF A NARROW GRAVEL ROAD PARALLELING
 EE1095'THE HIGHWAY, 10.5 FEET NORTHWEST OF THE NORTH END OF A 12-INCH
 EE1095'TILE PIPE CULVERT UNDER THE GRAVEL ROAD, 1.5 FEET EAST OF A
 EE1095'WHITE WOODEN WITNESS POST, 3 FEET BELOW THE HIGHWAY AND SET
 EE1095'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EE1095
 EE1095                          STATION RECOVERY (1959)
 EE1095
 EE1095'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 EE1095'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1100 ***********************************************************************
 BT1100  DESIGNATION -  B 390
 BT1100  PID         -  BT1100
 BT1100  STATE/COUNTY-  AL/HOUSTON
 BT1100  USGS QUAD   -  ASHFORD (1970)
 BT1100
 BT1100                         *CURRENT SURVEY CONTROL
 BT1100  ___________________________________________________________________
 BT1100* NAD 83(1986)-  31 07 40.     (N)    085 11 19.     (W)     SCALED    
 BT1100* NAVD 88     -        51.469  (meters)     168.86   (feet)  ADJUSTED  
 BT1100  ___________________________________________________________________
 BT1100  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BT1100  DYNAMIC HT  -          51.405 (meters)     168.65  (feet)  COMP
 BT1100  MODELED GRAV-     979,384.0   (mgal)                       NAVD 88
 BT1100
 BT1100  VERT ORDER  -  SECOND    CLASS 0
 BT1100
 BT1100.The horizontal coordinates were scaled from a topographic map and have
 BT1100.an estimated accuracy of +/- 6 seconds.
 BT1100
 BT1100.The orthometric height was determined by differential leveling
 BT1100.and adjusted by the National Geodetic Survey in June 1991..
 BT1100
 BT1100.The geoid height was determined by GEOID03.
 BT1100
 BT1100.The dynamic height is computed by dividing the NAVD 88
 BT1100.geopotential number by the normal gravity value computed on the
 BT1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1100.degrees latitude (g = 980.6199 gals.).
 BT1100
 BT1100.The modeled gravity was interpolated from observed gravity values.
 BT1100
 BT1100;                    North         East    Units  Estimated Accuracy
 BT1100;SPC AL E     -    69,780.      261,490.      MT  (+/- 180 meters Scaled)
 BT1100
 BT1100                          SUPERSEDED SURVEY CONTROL
 BT1100
 BT1100  NGVD 29 (??/??/92)   51.578  (m)          169.22   (f) ADJ UNCH    2 0
 BT1100
 BT1100.Superseded values are not recommended for survey control.
 BT1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1100.See file dsdata.txt to determine how the superseded data were derived.
 BT1100
 BT1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV727451(NAD 83)
 BT1100_MARKER: DB = BENCH MARK DISK
 BT1100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1100_STAMPING: B 390 1952
 BT1100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1100+STABILITY: SURFACE MOTION
 BT1100
 BT1100  HISTORY     - Date     Condition        Report By
 BT1100  HISTORY     - 1952     MONUMENTED       CGS
 BT1100  HISTORY     - 1970     MARK NOT FOUND   USGS
 BT1100
 BT1100                          STATION DESCRIPTION
 BT1100
 BT1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1100'2.1 MI SW FROM PANSEY.
 BT1100'ABOUT 1.1 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1100'OF U.S. HIGHWAY 84 AT PANSEY, THENCE ABOUT 1.0 MILE WEST AND
 BT1100'SOUTHWEST ALONG A GRADED ROAD, ABOUT 0.45 MILE SOUTHWEST OF
 BT1100'JUNCTION OF A ROAD NORTH, ABOUT 0.25 MILE SOUTHWEST OF A 50-FOOT
 BT1100'BRIDGE OVER A BRANCH OF ROCKY CREEK, ABOUT 0.15 MILE NORTHEAST OF
 BT1100'JUNCTION OF A ROAD NORTHWEST, 34 FEET SOUTHEAST OF CENTER LINE OF
 BT1100'ROAD, 182 FEET EAST AND ACROSS ROAD FROM THE EAST CORNER OF
 BT1100'NORTHEAST WING OF A LARGE UNPAINTED FARM HOUSE, 56 FEET NORTH OF
 BT1100'NORTH CORNER OF A TOOL SHED, 3 FEET SOUTHEAST OF A FENCE CORNER,
 BT1100'1 FOOT SOUTHWEST OF A FENCE LINE, ABOUT 1 FOOT BELOW LEVEL OF
 BT1100'ROAD AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH
 BT1100'GROUND.
 BT1100
 BT1100                          STATION RECOVERY (1970)
 BT1100
 BT1100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BT1100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0855 ***********************************************************************
 CM0855  DESIGNATION -  B 391
 CM0855  PID         -  CM0855
 CM0855  STATE/COUNTY-  AL/RUSSELL
 CM0855  USGS QUAD   -  TWIN SPRINGS (1985)
 CM0855
 CM0855                         *CURRENT SURVEY CONTROL
 CM0855  ___________________________________________________________________
 CM0855* NAD 83(1986)-  32 04 19.     (N)    085 06 56.     (W)     SCALED    
 CM0855* NAVD 88     -        76.129  (meters)     249.77   (feet)  ADJUSTED  
 CM0855  ___________________________________________________________________
 CM0855  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CM0855  DYNAMIC HT  -          76.041 (meters)     249.48  (feet)  COMP
 CM0855  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 CM0855
 CM0855  VERT ORDER  -  SECOND    CLASS 0
 CM0855
 CM0855.The horizontal coordinates were scaled from a topographic map and have
 CM0855.an estimated accuracy of +/- 6 seconds.
 CM0855
 CM0855.The orthometric height was determined by differential leveling
 CM0855.and adjusted by the National Geodetic Survey in June 1991..
 CM0855
 CM0855.The geoid height was determined by GEOID03.
 CM0855
 CM0855.The dynamic height is computed by dividing the NAVD 88
 CM0855.geopotential number by the normal gravity value computed on the
 CM0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0855.degrees latitude (g = 980.6199 gals.).
 CM0855
 CM0855.The modeled gravity was interpolated from observed gravity values.
 CM0855
 CM0855;                    North         East    Units  Estimated Accuracy
 CM0855;SPC AL E     -   174,510.      267,770.      MT  (+/- 180 meters Scaled)
 CM0855
 CM0855                          SUPERSEDED SURVEY CONTROL
 CM0855
 CM0855  NGVD 29 (??/??/92)   76.166  (m)          249.89   (f) ADJ UNCH    2 0
 CM0855
 CM0855.Superseded values are not recommended for survey control.
 CM0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0855.See file dsdata.txt to determine how the superseded data were derived.
 CM0855
 CM0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA778499(NAD 83)
 CM0855_MARKER: DB = BENCH MARK DISK
 CM0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0855_STAMPING: B 391 1952
 CM0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0855+STABILITY: SURFACE MOTION
 CM0855
 CM0855  HISTORY     - Date     Condition        Report By
 CM0855  HISTORY     - 1952     MONUMENTED       CGS
 CM0855
 CM0855                          STATION DESCRIPTION
 CM0855
 CM0855'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0855'7.2 MI SW FROM COTTONTON.
 CM0855'ABOUT 5.4 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE POST
 CM0855'OFFICE AT COTTONTON, THENCE ABOUT 1.8 MILES WEST ALONG A GRADED
 CM0855'ROAD, ABOUT 0.5 MILE WEST OF JUNCTION OF A ROAD NORTH, ABOUT 0.1
 CM0855'MILE EAST OF JUNCTION OF A ROAD SOUTH, 305 FEET EAST OF SOUTHEAST
 CM0855'CORNER OF A WOODEN BRIDGE OVER A CREEK, 45 FEET SOUTH OF CENTER
 CM0855'LINE OF GRADED ROAD ON OUTSIDE OF A CURVE WITH TANGENTS EXTENDING
 CM0855'WEST AND EAST-NORTHEAST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND
 CM0855'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0897 ***********************************************************************
 CM0897  DESIGNATION -  B 392
 CM0897  PID         -  CM0897
 CM0897  STATE/COUNTY-  AL/BARBOUR
 CM0897  USGS QUAD   -  COMER (1973)
 CM0897
 CM0897                         *CURRENT SURVEY CONTROL
 CM0897  ___________________________________________________________________
 CM0897* NAD 83(1986)-  32 06 18.     (N)    085 23 35.     (W)     SCALED    
 CM0897* NAVD 88     -       140.571  (meters)     461.19   (feet)  ADJUSTED  
 CM0897  ___________________________________________________________________
 CM0897  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 CM0897  DYNAMIC HT  -         140.411 (meters)     460.67  (feet)  COMP
 CM0897  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CM0897
 CM0897  VERT ORDER  -  SECOND    CLASS 0
 CM0897
 CM0897.The horizontal coordinates were scaled from a topographic map and have
 CM0897.an estimated accuracy of +/- 6 seconds.
 CM0897
 CM0897.The orthometric height was determined by differential leveling
 CM0897.and adjusted by the National Geodetic Survey in June 1991..
 CM0897
 CM0897.The geoid height was determined by GEOID03.
 CM0897
 CM0897.The dynamic height is computed by dividing the NAVD 88
 CM0897.geopotential number by the normal gravity value computed on the
 CM0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0897.degrees latitude (g = 980.6199 gals.).
 CM0897
 CM0897.The modeled gravity was interpolated from observed gravity values.
 CM0897
 CM0897;                    North         East    Units  Estimated Accuracy
 CM0897;SPC AL E     -   178,030.      241,550.      MT  (+/- 180 meters Scaled)
 CM0897
 CM0897                          SUPERSEDED SURVEY CONTROL
 CM0897
 CM0897  NGVD 29 (??/??/92)  140.582  (m)          461.23   (f) ADJ UNCH    2 0
 CM0897
 CM0897.Superseded values are not recommended for survey control.
 CM0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0897.See file dsdata.txt to determine how the superseded data were derived.
 CM0897
 CM0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA516532(NAD 83)
 CM0897_MARKER: DB = BENCH MARK DISK
 CM0897_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0897_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0897_STAMPING: B 392 1952
 CM0897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0897+STABILITY: SURFACE MOTION
 CM0897
 CM0897  HISTORY     - Date     Condition        Report By
 CM0897  HISTORY     - 1952     MONUMENTED       CGS
 CM0897
 CM0897                          STATION DESCRIPTION
 CM0897
 CM0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0897'3.8 MI NW FROM SPRING HILL.
 CM0897'ABOUT 3.85 MILES NORTHWEST AND WEST ALONG A GRADED ROAD FROM THE
 CM0897'INTERSECTION OF A BLACK TOP ROAD AT SPRING HILL, ABOUT 0.15 MILE
 CM0897'NORTHWEST OF JUNCTION OF A ROAD SOUTH, AT THE JUNCTION OF A ROAD
 CM0897'NORTH TO HURTSBORO, ABOUT 0.3 MILE EAST OF RAYMOND CHAPEL CHURCH
 CM0897'AND CEMETERY, 75 FEET NORTHEAST OF CENTER LINE OF MAIN ROAD, 45 FEET
 CM0897'EAST OF CENTER LINE ROAD NORTH, 3 FEET NORTHWEST OF A POWER POLE
 CM0897'WHICH IS AT WEST CORNER OF A PECAN ORCHARD, ABOUT 2 FEET ABOVE
 CM0897'LEVEL OF ROAD NORTH, ABOUT LEVEL WITH MAIN ROAD AND SET IN THE
 CM0897'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0800 ***********************************************************************
 BT0800  DESIGNATION -  B 393
 BT0800  PID         -  BT0800
 BT0800  STATE/COUNTY-  AL/BARBOUR
 BT0800  USGS QUAD   -  CLAYTON NORTH (1979)
 BT0800
 BT0800                         *CURRENT SURVEY CONTROL
 BT0800  ___________________________________________________________________
 BT0800* NAD 83(1986)-  31 58 55.     (N)    085 29 49.     (W)     SCALED    
 BT0800* NAVD 88     -       130.062  (meters)     426.71   (feet)  ADJUSTED  
 BT0800  ___________________________________________________________________
 BT0800  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BT0800  DYNAMIC HT  -         129.910 (meters)     426.21  (feet)  COMP
 BT0800  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 BT0800
 BT0800  VERT ORDER  -  SECOND    CLASS 0
 BT0800
 BT0800.The horizontal coordinates were scaled from a topographic map and have
 BT0800.an estimated accuracy of +/- 6 seconds.
 BT0800
 BT0800.The orthometric height was determined by differential leveling
 BT0800.and adjusted by the National Geodetic Survey in June 1991..
 BT0800
 BT0800.The geoid height was determined by GEOID03.
 BT0800
 BT0800.The dynamic height is computed by dividing the NAVD 88
 BT0800.geopotential number by the normal gravity value computed on the
 BT0800.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0800.degrees latitude (g = 980.6199 gals.).
 BT0800
 BT0800.The modeled gravity was interpolated from observed gravity values.
 BT0800
 BT0800;                    North         East    Units  Estimated Accuracy
 BT0800;SPC AL E     -   164,350.      231,790.      MT  (+/- 180 meters Scaled)
 BT0800
 BT0800                          SUPERSEDED SURVEY CONTROL
 BT0800
 BT0800  NGVD 29 (??/??/92)  130.064  (m)          426.72   (f) ADJ UNCH    2 0
 BT0800
 BT0800.Superseded values are not recommended for survey control.
 BT0800.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0800.See file dsdata.txt to determine how the superseded data were derived.
 BT0800
 BT0800_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA420394(NAD 83)
 BT0800_MARKER: DB = BENCH MARK DISK
 BT0800_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0800_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0800_STAMPING: B 393 1952
 BT0800_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0800+STABILITY: SURFACE MOTION
 BT0800
 BT0800  HISTORY     - Date     Condition        Report By
 BT0800  HISTORY     - 1952     MONUMENTED       CGS
 BT0800
 BT0800                          STATION DESCRIPTION
 BT0800
 BT0800'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0800'2 MI NE FROM MT ANDREW.
 BT0800'ABOUT 2.0 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE
 BT0800'AND JUNCTION OF STATE HIGHWAY 51 AT MT. ANDREW, ABOUT 0.5 MILE
 BT0800'SOUTHWEST OF NEW BETHEL CHURCH, ABOUT 13 YARDS WEST OF THE TOP OF
 BT0800'A GRADE, 26 FEET NORTHWEST OF CENTER LINE OF ROAD, 7 FEET
 BT0800'NORTHWEST OF A WIRE FENCE, 8 FEET NORTH OF AN 8-INCH PINE TREE IN
 BT0800'A FENCE LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A
 BT0800'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0687 ***********************************************************************
 BT0687  DESIGNATION -  B 394
 BT0687  PID         -  BT0687
 BT0687  STATE/COUNTY-  AL/BARBOUR
 BT0687  USGS QUAD   -  EUFAULA SOUTH (1981)
 BT0687
 BT0687                         *CURRENT SURVEY CONTROL
 BT0687  ___________________________________________________________________
 BT0687* NAD 83(1986)-  31 47 33.     (N)    085 09 47.     (W)     SCALED    
 BT0687* NAVD 88     -        80.875  (meters)     265.34   (feet)  ADJUSTED  
 BT0687  ___________________________________________________________________
 BT0687  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BT0687  DYNAMIC HT  -          80.780 (meters)     265.03  (feet)  COMP
 BT0687  MODELED GRAV-     979,467.9   (mgal)                       NAVD 88
 BT0687
 BT0687  VERT ORDER  -  SECOND    CLASS 0
 BT0687
 BT0687.The horizontal coordinates were scaled from a topographic map and have
 BT0687.an estimated accuracy of +/- 6 seconds.
 BT0687
 BT0687.The orthometric height was determined by differential leveling
 BT0687.and adjusted by the National Geodetic Survey in June 1991..
 BT0687
 BT0687.The geoid height was determined by GEOID03.
 BT0687
 BT0687.The dynamic height is computed by dividing the NAVD 88
 BT0687.geopotential number by the normal gravity value computed on the
 BT0687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0687.degrees latitude (g = 980.6199 gals.).
 BT0687
 BT0687.The modeled gravity was interpolated from observed gravity values.
 BT0687
 BT0687;                    North         East    Units  Estimated Accuracy
 BT0687;SPC AL E     -   143,490.      263,480.      MT  (+/- 180 meters Scaled)
 BT0687
 BT0687                          SUPERSEDED SURVEY CONTROL
 BT0687
 BT0687  NGVD 29 (??/??/92)   80.933  (m)          265.53   (f) ADJ UNCH    2 0
 BT0687
 BT0687.Superseded values are not recommended for survey control.
 BT0687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0687.See file dsdata.txt to determine how the superseded data were derived.
 BT0687
 BT0687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA739189(NAD 83)
 BT0687_MARKER: DB = BENCH MARK DISK
 BT0687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0687_STAMPING: B 394 1952
 BT0687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0687+STABILITY: SURFACE MOTION
 BT0687
 BT0687  HISTORY     - Date     Condition        Report By
 BT0687  HISTORY     - 1952     MONUMENTED       CGS
 BT0687
 BT0687                          STATION DESCRIPTION
 BT0687
 BT0687'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0687'0.8 MI SE FROM TERESE.
 BT0687'ABOUT 0.4 MILE SOUTH ALONG U.S. HIGHWAY 241 FROM GROUP OF STORES
 BT0687'AT TERESE, THENCE ABOUT 0.4 MILE SOUTHEAST ALONG A BLACK TOP
 BT0687'ROAD, AT THE SOUTH END OF A CURVE WITH TANGENTS EXTENDING
 BT0687'SOUTH AND NORTHWEST, 40 FEET EAST OF CENTER LINE OF ROAD, ABOUT
 BT0687'140 YARDS NORTH OF JUNCTION OF A DRIVE WEST TO A FARM HOUSE
 BT0687'WITH A PECAN ORCHARD, 95 1/2 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 BT0687'WEST OF A FENCE LINE, 5 1/2 FEET SOUTH OF R/W MARKER NO. PT 23+35.6,
 BT0687'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 BT0687'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1071 ***********************************************************************
 BT1071  DESIGNATION -  B 395
 BT1071  PID         -  BT1071
 BT1071  STATE/COUNTY-  AL/HOUSTON
 BT1071  USGS QUAD   -  ASHFORD (1970)
 BT1071
 BT1071                         *CURRENT SURVEY CONTROL
 BT1071  ___________________________________________________________________
 BT1071* NAD 83(1986)-  31 12 02.     (N)    085 13 26.     (W)     SCALED    
 BT1071* NAVD 88     -        92.185  (meters)     302.44   (feet)  ADJUSTED  
 BT1071  ___________________________________________________________________
 BT1071  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BT1071  DYNAMIC HT  -          92.070 (meters)     302.07  (feet)  COMP
 BT1071  MODELED GRAV-     979,393.1   (mgal)                       NAVD 88
 BT1071
 BT1071  VERT ORDER  -  SECOND    CLASS 0
 BT1071
 BT1071.The horizontal coordinates were scaled from a topographic map and have
 BT1071.an estimated accuracy of +/- 6 seconds.
 BT1071
 BT1071.The orthometric height was determined by differential leveling
 BT1071.and adjusted by the National Geodetic Survey in June 1991..
 BT1071
 BT1071.The geoid height was determined by GEOID03.
 BT1071
 BT1071.The dynamic height is computed by dividing the NAVD 88
 BT1071.geopotential number by the normal gravity value computed on the
 BT1071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1071.degrees latitude (g = 980.6199 gals.).
 BT1071
 BT1071.The modeled gravity was interpolated from observed gravity values.
 BT1071
 BT1071;                    North         East    Units  Estimated Accuracy
 BT1071;SPC AL E     -    77,830.      258,080.      MT  (+/- 180 meters Scaled)
 BT1071
 BT1071                          SUPERSEDED SURVEY CONTROL
 BT1071
 BT1071  NGVD 29 (??/??/92)   92.290  (m)          302.79   (f) ADJ UNCH    2 0
 BT1071
 BT1071.Superseded values are not recommended for survey control.
 BT1071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1071.See file dsdata.txt to determine how the superseded data were derived.
 BT1071
 BT1071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV692531(NAD 83)
 BT1071_MARKER: DB = BENCH MARK DISK
 BT1071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1071_STAMPING: B 395 1953
 BT1071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1071+STABILITY: SURFACE MOTION
 BT1071
 BT1071  HISTORY     - Date     Condition        Report By
 BT1071  HISTORY     - 1953     MONUMENTED       CGS
 BT1071
 BT1071                          STATION DESCRIPTION
 BT1071
 BT1071'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1071'1.4 MI NE FROM ASHFORD.
 BT1071'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1071'OF U.S. HIGHWAY 84 AT ASHFORD, THENCE ABOUT 1.0 MILE NORTHEAST
 BT1071'ALONG A BLACK TOP ROAD, ABOUT 0.7 MILE NORTHEAST OF PILGRIMS
 BT1071'REST BAPTIST CHURCH, 294 FEET NORTHEAST OF THE CENTER LINE OF
 BT1071'JUNCTION OF A ROAD SOUTHEAST, 38 FEET SOUTHEAST OF CENTER LINE
 BT1071'OF ROAD, 1 FOOT NORTHWEST OF A FENCE LINE, AT NORTHEAST END OF
 BT1071'A SMALL CUT, 127 FEET NORTHEAST OF A POWER POLE WITH BRACE POLE
 BT1071'ON A BRANCH LINE SOUTH, 140 FEET SOUTHWEST OF THE CENTER OF THE
 BT1071'SOUTHEAST END OF A 24-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS,
 BT1071'ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 BT1071'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1137 ***********************************************************************
 BT1137  DESIGNATION -  B 396
 BT1137  PID         -  BT1137
 BT1137  STATE/COUNTY-  AL/HOUSTON
 BT1137  USGS QUAD   -  COTTONWOOD (1980)
 BT1137
 BT1137                         *CURRENT SURVEY CONTROL
 BT1137  ___________________________________________________________________
 BT1137* NAD 83(1986)-  31 01 42.     (N)    085 17 44.     (W)     SCALED    
 BT1137* NAVD 88     -        43.826  (meters)     143.79   (feet)  ADJUSTED  
 BT1137  ___________________________________________________________________
 BT1137  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BT1137  DYNAMIC HT  -          43.770 (meters)     143.60  (feet)  COMP
 BT1137  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 BT1137
 BT1137  VERT ORDER  -  SECOND    CLASS 0
 BT1137
 BT1137.The horizontal coordinates were scaled from a topographic map and have
 BT1137.an estimated accuracy of +/- 6 seconds.
 BT1137
 BT1137.The orthometric height was determined by differential leveling
 BT1137.and adjusted by the National Geodetic Survey in June 1991..
 BT1137
 BT1137.The geoid height was determined by GEOID03.
 BT1137
 BT1137.The dynamic height is computed by dividing the NAVD 88
 BT1137.geopotential number by the normal gravity value computed on the
 BT1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1137.degrees latitude (g = 980.6199 gals.).
 BT1137
 BT1137.The modeled gravity was interpolated from observed gravity values.
 BT1137
 BT1137;                    North         East    Units  Estimated Accuracy
 BT1137;SPC AL E     -    58,700.      251,340.      MT  (+/- 180 meters Scaled)
 BT1137
 BT1137                          SUPERSEDED SURVEY CONTROL
 BT1137
 BT1137  NGVD 29 (??/??/92)   43.939  (m)          144.16   (f) ADJ UNCH    2 0
 BT1137
 BT1137.Superseded values are not recommended for survey control.
 BT1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1137.See file dsdata.txt to determine how the superseded data were derived.
 BT1137
 BT1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV626339(NAD 83)
 BT1137_MARKER: DB = BENCH MARK DISK
 BT1137_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1137_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1137_STAMPING: B 396 1952
 BT1137_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1137+STABILITY: SURFACE MOTION
 BT1137
 BT1137  HISTORY     - Date     Condition        Report By
 BT1137  HISTORY     - 1952     MONUMENTED       CGS
 BT1137
 BT1137                          STATION DESCRIPTION
 BT1137
 BT1137'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1137'2.1 MI SE FROM COTTONWOOD.
 BT1137'ABOUT 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 53 FROM THE JUNCTION
 BT1137'OF BLACK TOP ROAD LEADING TO SEALY SPRINGS AT COTTONWOOD, THENCE
 BT1137'ABOUT 0.95 MILE SOUTHWEST AND SOUTH ALONG A GRADED ROAD, ABOUT 0.45
 BT1137'MILE NORTH OF THE MT. ZION BAPTIST CHURCH AND CEMETERY, AT THE
 BT1137'JUNCTION OF A DRIVE EAST ALONG THE NORTH EDGE OF A CULTIVATED
 BT1137'FIELD, 30 FEET EAST OF CENTER LINE OF ROAD, 16 FEET SOUTH OF CENTER
 BT1137'LINE OF DRIVE, 48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 BT1137'GARAGE, 59 FEET SOUTH AND ACROSS DRIVE FROM THE SOUTH ONE OF A ROW
 BT1137'OF 20-INCH OAK TREES IN FRONT OF A FARM HOUSE, 1 FOOT WEST OF A
 BT1137'FENCE LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 BT1137'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1045 ***********************************************************************
 BT1045  DESIGNATION -  B 397
 BT1045  PID         -  BT1045
 BT1045  STATE/COUNTY-  AL/HENRY
 BT1045  USGS QUAD   -  SIGMA (1970)
 BT1045
 BT1045                         *CURRENT SURVEY CONTROL
 BT1045  ___________________________________________________________________
 BT1045* NAD 83(1986)-  31 21 09.     (N)    085 10 11.     (W)     SCALED    
 BT1045* NAVD 88     -        75.877  (meters)     248.94   (feet)  ADJUSTED  
 BT1045  ___________________________________________________________________
 BT1045  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BT1045  DYNAMIC HT  -          75.784 (meters)     248.63  (feet)  COMP
 BT1045  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 BT1045
 BT1045  VERT ORDER  -  SECOND    CLASS 0
 BT1045
 BT1045.The horizontal coordinates were scaled from a topographic map and have
 BT1045.an estimated accuracy of +/- 6 seconds.
 BT1045
 BT1045.The orthometric height was determined by differential leveling
 BT1045.and adjusted by the National Geodetic Survey in June 1991..
 BT1045
 BT1045.The geoid height was determined by GEOID03.
 BT1045
 BT1045.The dynamic height is computed by dividing the NAVD 88
 BT1045.geopotential number by the normal gravity value computed on the
 BT1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1045.degrees latitude (g = 980.6199 gals.).
 BT1045
 BT1045.The modeled gravity was interpolated from observed gravity values.
 BT1045
 BT1045;                    North         East    Units  Estimated Accuracy
 BT1045;SPC AL E     -    94,700.      263,140.      MT  (+/- 180 meters Scaled)
 BT1045
 BT1045                          SUPERSEDED SURVEY CONTROL
 BT1045
 BT1045  NGVD 29 (??/??/92)   75.956  (m)          249.20   (f) ADJ UNCH    2 0
 BT1045
 BT1045.Superseded values are not recommended for survey control.
 BT1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1045.See file dsdata.txt to determine how the superseded data were derived.
 BT1045
 BT1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV740701(NAD 83)
 BT1045_MARKER: DB = BENCH MARK DISK
 BT1045_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT1045_SP_SET: CULVERT
 BT1045_STAMPING: B 397 1953
 BT1045_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1045
 BT1045  HISTORY     - Date     Condition        Report By
 BT1045  HISTORY     - 1953     MONUMENTED       CGS
 BT1045
 BT1045                          STATION DESCRIPTION
 BT1045
 BT1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1045'5.9 MI NW FROM COLUMBIA.
 BT1045'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION
 BT1045'OF STATE HIGHWAY 52 AT COLUMBIA, THENCE ABOUT 4.9 MILES NORTHWEST
 BT1045'ALONG A BLACK TOP ROAD LEADING TO HEADLAND, ABOUT 0.1 MILE WEST OF
 BT1045'A NORTH-SOUTH CROSSROAD, IN THE TOP OF THE WEST END OF THE NORTH
 BT1045'HEAD WALL OF A 4 1/2-FOOT CONCRETE CULVERT, 16 FEET NORTH OF
 BT1045'CENTER LINE OF ROAD AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1013 ***********************************************************************
 BT1013  DESIGNATION -  B 398
 BT1013  PID         -  BT1013
 BT1013  STATE/COUNTY-  AL/HENRY
 BT1013  USGS QUAD   -  HEADLAND (1969)
 BT1013
 BT1013                         *CURRENT SURVEY CONTROL
 BT1013  ___________________________________________________________________
 BT1013* NAD 83(1986)-  31 18 39.     (N)    085 17 03.     (W)     SCALED    
 BT1013* NAVD 88     -        73.607  (meters)     241.49   (feet)  ADJUSTED  
 BT1013  ___________________________________________________________________
 BT1013  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BT1013  DYNAMIC HT  -          73.516 (meters)     241.19  (feet)  COMP
 BT1013  MODELED GRAV-     979,408.6   (mgal)                       NAVD 88
 BT1013
 BT1013  VERT ORDER  -  SECOND    CLASS 0
 BT1013
 BT1013.The horizontal coordinates were scaled from a topographic map and have
 BT1013.an estimated accuracy of +/- 6 seconds.
 BT1013
 BT1013.The orthometric height was determined by differential leveling
 BT1013.and adjusted by the National Geodetic Survey in June 1991..
 BT1013
 BT1013.The geoid height was determined by GEOID03.
 BT1013
 BT1013.The dynamic height is computed by dividing the NAVD 88
 BT1013.geopotential number by the normal gravity value computed on the
 BT1013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1013.degrees latitude (g = 980.6199 gals.).
 BT1013
 BT1013.The modeled gravity was interpolated from observed gravity values.
 BT1013
 BT1013;                    North         East    Units  Estimated Accuracy
 BT1013;SPC AL E     -    90,020.      252,280.      MT  (+/- 180 meters Scaled)
 BT1013
 BT1013                          SUPERSEDED SURVEY CONTROL
 BT1013
 BT1013  NGVD 29 (??/??/92)   73.703  (m)          241.81   (f) ADJ UNCH    2 0
 BT1013
 BT1013.Superseded values are not recommended for survey control.
 BT1013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1013.See file dsdata.txt to determine how the superseded data were derived.
 BT1013
 BT1013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV632653(NAD 83)
 BT1013_MARKER: DB = BENCH MARK DISK
 BT1013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1013_STAMPING: B 398 1953
 BT1013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1013+STABILITY: SURFACE MOTION
 BT1013
 BT1013  HISTORY     - Date     Condition        Report By
 BT1013  HISTORY     - 1953     MONUMENTED       CGS
 BT1013
 BT1013                          STATION DESCRIPTION
 BT1013
 BT1013'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1013'4.3 MI N FROM WEBB.
 BT1013'ABOUT 0.2 MILE WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT1013'THE STATION AT WEBB, THENCE ABOUT 0.65 MILE NORTH ALONG A BLACK
 BT1013'TOP ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG A PROMINENT GRADED
 BT1013'ROAD, THENCE ABOUT 2.65 MILES NORTH ALONG A GRADED ROAD, THENCE
 BT1013'ABOUT 0.3 MILE NORTHWEST ALONG A BLACK TOP ROAD LEADING TO
 BT1013'HEADLAND, ABOUT 0.15 MILE WEST OF THE CROSSING OF A POWER LINE,
 BT1013'ABOUT 0.4 MILE NORTHWEST ALONG BLACK TOP ROAD FROM A CONCRETE
 BT1013'BRIDGE OVER OMUSEE CREEK, ABOUT 95 YARDS NORTHEAST OF THE TOP
 BT1013'OF A GRADE AND JUNCTION OF A DRIVE SOUTH THROUGH FARM GATE, 38
 BT1013'FEET NORTH OF CENTER LINE OF ROAD, 1 FOOT SOUTH OF R/W MARKER
 BT1013'POST NO. P C 236+95.4, 2 FEET WEST OF A WHITE WOODEN WITNESS
 BT1013'POST, ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 BT1013'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED
 BT1013'FROM HEADLAND, HENRY COUNTY BY GOING ABOUT 4.95 MILES SOUTH
 BT1013'AND SOUTHEAST ALONG A BLACK TOP ROAD (CLEVELAND STREET - EXTENDED)
 BT1013'FROM ITS INTERSECTION WITH EAST CHURCH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1237 ***********************************************************************
 BT1237  DESIGNATION -  B 399
 BT1237  PID         -  BT1237
 BT1237  STATE/COUNTY-  AL/DALE
 BT1237  USGS QUAD   -  EWELL (1981)
 BT1237
 BT1237                         *CURRENT SURVEY CONTROL
 BT1237  ___________________________________________________________________
 BT1237* NAD 83(1986)-  31 24 47.     (N)    085 30 53.     (W)     SCALED    
 BT1237* NAVD 88     -       103.265  (meters)     338.80   (feet)  ADJUSTED  
 BT1237  ___________________________________________________________________
 BT1237  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BT1237  DYNAMIC HT  -         103.139 (meters)     338.38  (feet)  COMP
 BT1237  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 BT1237
 BT1237  VERT ORDER  -  SECOND    CLASS 0
 BT1237
 BT1237.The horizontal coordinates were scaled from a topographic map and have
 BT1237.an estimated accuracy of +/- 6 seconds.
 BT1237
 BT1237.The orthometric height was determined by differential leveling
 BT1237.and adjusted by the National Geodetic Survey in June 1991..
 BT1237
 BT1237.The geoid height was determined by GEOID03.
 BT1237
 BT1237.The dynamic height is computed by dividing the NAVD 88
 BT1237.geopotential number by the normal gravity value computed on the
 BT1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1237.degrees latitude (g = 980.6199 gals.).
 BT1237
 BT1237.The modeled gravity was interpolated from observed gravity values.
 BT1237
 BT1237;                    North         East    Units  Estimated Accuracy
 BT1237;SPC AL E     -   101,270.      230,300.      MT  (+/- 180 meters Scaled)
 BT1237
 BT1237                          SUPERSEDED SURVEY CONTROL
 BT1237
 BT1237  NGVD 29 (??/??/92)  103.312  (m)          338.95   (f) ADJ UNCH    2 0
 BT1237
 BT1237.Superseded values are not recommended for survey control.
 BT1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1237.See file dsdata.txt to determine how the superseded data were derived.
 BT1237
 BT1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV411763(NAD 83)
 BT1237_MARKER: DB = BENCH MARK DISK
 BT1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1237_STAMPING: B 399 1953
 BT1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1237+STABILITY: SURFACE MOTION
 BT1237
 BT1237  HISTORY     - Date     Condition        Report By
 BT1237  HISTORY     - 1953     MONUMENTED       CGS
 BT1237
 BT1237                          STATION DESCRIPTION
 BT1237
 BT1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1237'4.2 MI SE FROM EWELL.
 BT1237'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT
 BT1237'EWELL, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A GRADED ROAD,
 BT1237'THENCE ABOUT 0.5 MILE EAST ALONG A GRADED ROAD, 28 FEET SOUTH
 BT1237'OF CENTER LINE OF ROAD, 167 FEET WEST OF CENTER OF A FIELD GATE,
 BT1237'102 1/2 FEET WEST OF A POWER POLE WITH A TRANSFORMER, ACROSS ROAD
 BT1237'FROM A SMALL UNPAINTED FARM HOUSE AND IN LINE THE WEST SIDE OF
 BT1237'HOUSE, 100 FEET SOUTH AND ACROSS ROAD FROM THE SOUTHWEST CORNER
 BT1237'OF BRICK CHIMNEY OF SAME HOUSE, 1 FOOT NORTH OF A FENCE LINE, 2
 BT1237'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD
 BT1237'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1238 ***********************************************************************
 BT1238  DESIGNATION -  B 399 RESET
 BT1238  PID         -  BT1238
 BT1238  STATE/COUNTY-  AL/DALE
 BT1238  USGS QUAD   -  EWELL (1981)
 BT1238
 BT1238                         *CURRENT SURVEY CONTROL
 BT1238  ___________________________________________________________________
 BT1238* NAD 83(1986)-  31 24 47.     (N)    085 30 53.     (W)     SCALED    
 BT1238* NAVD 88     -       103.38   (meters)     339.2    (feet)  RESET     
 BT1238  ___________________________________________________________________
 BT1238  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BT1238
 BT1238  VERT ORDER  -  THIRD
 BT1238
 BT1238.The horizontal coordinates were scaled from a topographic map and have
 BT1238.an estimated accuracy of +/- 6 seconds.
 BT1238
 BT1238.The orthometric height was computed from unverified reset data.
 BT1238
 BT1238.The geoid height was determined by GEOID03.
 BT1238
 BT1238;                    North         East    Units  Estimated Accuracy
 BT1238;SPC AL E     -   101,270.      230,300.      MT  (+/- 180 meters Scaled)
 BT1238
 BT1238                          SUPERSEDED SURVEY CONTROL
 BT1238
 BT1238  NGVD 29 (11/20/03)  103.43   (m)          339.3    (f) RESET       3  
 BT1238
 BT1238.Superseded values are not recommended for survey control.
 BT1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1238.See file dsdata.txt to determine how the superseded data were derived.
 BT1238
 BT1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV411763(NAD 83)
 BT1238_MARKER: DB = BENCH MARK DISK
 BT1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1238_STAMPING: B 399 RESET 1960
 BT1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1238+STABILITY: SURFACE MOTION
 BT1238
 BT1238  HISTORY     - Date     Condition        Report By
 BT1238  HISTORY     - 1960     MONUMENTED       CGS
 BT1238  HISTORY     - 1966     GOOD             DMA
 BT1238
 BT1238                          STATION DESCRIPTION
 BT1238
 BT1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 BT1238'3.3 MI E FROM EWELL.
 BT1238'THIS MARK IS LOCATED 3.3 MILES EAST ALONG STATE HIGHWAY 27 FROM
 BT1238'THE SCHOOL AT EWELL, THENCE TURN RIGHT AT BROWNS CROSSROADS AND GO
 BT1238'SOUTHEAST FOR 0.35 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST
 BT1238'FOR 0.5 MILE TO THE MARK ON THE LEFT AT THE SOUTHWEST CORNER OF THE
 BT1238'FRONT YARD OF AN UNPAINTED FARM HOUSE, 40 FEET NORTH OF THE CENTER
 BT1238'OF THE ROAD, 2 FEET SOUTH OF A FENCE CORNER, 53 FEET SOUTHWEST OF
 BT1238'THE SOUTHWEST CORNER OF THE BRICK CHIMNEY OF THE FARM HOUSE,
 BT1238'44 FEET WEST OF THE PROJECTED PLANE OF THE WEST WALL OF THE HOUSE,
 BT1238'ONE FOOT EAST OF A METAL WITNESS POST AND SET IN THE TOP OF A
 BT1238'10-INCH ROUND CONCRETE POST PROJECTING 4 INCHES AND LEVEL WITH THE
 BT1238'ROAD.  NOTE-- FOLLOWING REVISIONS 39.0 FT. N OF THE ROAD, 53.0 FT.
 BT1238'SW OF THE EDGE OF A BRICK CHIMNEY ON THE WEST SIDE OF AN UNPAINTED
 BT1238'FARM HOUSE, 2.5 FT. S OF A FENCE CORNER, 1 FT. E OF A 4 IN. X 4 IN.
 BT1238'WITNESS POST.  THE MARK PROJECTS 0.2 FT. ABOVE GROUND.
 BT1238
 BT1238                          STATION RECOVERY (1966)
 BT1238
 BT1238'RECOVERY NOTE BY DEFENSE MAP AGENCY 1966
 BT1238'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0032 ***********************************************************************
 CO0032  DESIGNATION -  B 4 11
 CO0032  PID         -  CO0032
 CO0032  STATE/COUNTY-  AL/GREENE
 CO0032  USGS QUAD   -  EPES EAST (1986)
 CO0032
 CO0032                         *CURRENT SURVEY CONTROL
 CO0032  ___________________________________________________________________
 CO0032* NAD 83(1992)-  32 43 46.26082(N)    088 03 46.29032(W)     ADJUSTED  
 CO0032* NAVD 88     -        35.430  (meters)     116.24   (feet)  ADJUSTED  
 CO0032  ___________________________________________________________________
 CO0032  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CO0032  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CO0032  DYNAMIC HT  -          35.390 (meters)     116.11  (feet)  COMP
 CO0032  MODELED GRAV-     979,508.1   (mgal)                       NAVD 88
 CO0032
 CO0032  HORZ ORDER  -  SECOND
 CO0032  VERT ORDER  -  FIRST     CLASS II
 CO0032
 CO0032.The horizontal coordinates were established by classical geodetic methods
 CO0032.and adjusted by the National Geodetic Survey in May 1994..
 CO0032
 CO0032.The orthometric height was determined by differential leveling
 CO0032.and adjusted by the National Geodetic Survey in June 1991..
 CO0032
 CO0032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0032
 CO0032.The geoid height was determined by GEOID03.
 CO0032
 CO0032.The dynamic height is computed by dividing the NAVD 88
 CO0032.geopotential number by the normal gravity value computed on the
 CO0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0032.degrees latitude (g = 980.6199 gals.).
 CO0032
 CO0032.The modeled gravity was interpolated from observed gravity values.
 CO0032
 CO0032;                    North         East     Units Scale Factor Converg.
 CO0032;SPC AL W     -   302,757.450   547,242.321   MT  0.99996764   -0 18 15.6
 CO0032;UTM  16      - 3,621,801.285   400,407.958   MT  0.99972230   -0 34 28.9
 CO0032
 CO0032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0032!SPC AL W     -   0.99999900  x   0.99996764  =   0.99996664
 CO0032!UTM  16      -   0.99999900  x   0.99972230  =   0.99972130
 CO0032
 CO0032                          SUPERSEDED SURVEY CONTROL
 CO0032
 CO0032  NAD 83(1992)-  32 43 46.26336(N)    088 03 46.29172(W) AD(       ) 2
 CO0032  NAD 83(1986)-  32 43 46.26909(N)    088 03 46.29424(W) AD(       ) 2
 CO0032  NAD 27      -  32 43 45.79100(N)    088 03 46.22300(W) AD(       ) 2
 CO0032  NGVD 29 (??/??/92)   35.404  (m)          116.15   (f) ADJ UNCH    1 2
 CO0032
 CO0032.Superseded values are not recommended for survey control.
 CO0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0032.See file dsdata.txt to determine how the superseded data were derived.
 CO0032
 CO0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0040821801(NAD 83)
 CO0032_MARKER: DD = SURVEY DISK
 CO0032_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0032_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0032_STAMPING: TRA STA B 4-11
 CO0032_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0032+STABILITY: SURFACE MOTION
 CO0032
 CO0032  HISTORY     - Date     Condition        Report By
 CO0032  HISTORY     - 1955     MONUMENTED       CGS
 CO0032  HISTORY     - 1944     GOOD             NGS
 CO0032  HISTORY     - 19740401 GOOD             USGS
 CO0032
 CO0032                          STATION DESCRIPTION
 CO0032
 CO0032'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CO0032'STA. B 4-11 (USED) WAS USED AS A REFERENCE MARK FOR STATON
 CO0032'FOWLER.  IT IS 45 FEET
 CO0032'NORTHEAST OF THE CENTER OF A DIRT ROAD, 32 FEET NORTHWEST OF
 CO0032'THE NORTHWEST RAIL OF THE RAILROAD, 5 FEET NORTHEAST OF A
 CO0032'TELEPHONE POLE AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.
 CO0032'THE MARK IS A 4 X 4 INCH CONCRETE POST THAT PROJECTS 4 INCHES
 CO0032'WITH A STANDARD U.S. ENGINEER DEPARTMENT DISK IN THE TOP
 CO0032'STAMPED TRA.  STA. B 4-11.
 CO0032'
 CO0032'TO REACH STA. B 4-11 (USED) GO SOUTHWEST ON HIGHWAY 11 FOR 0.55
 CO0032'MILE TO THE MARK IN THE NORTHWEST CORNER OF BRIDGE AS DESCRIBED.
 CO0032
 CO0032                          STATION RECOVERY (1944)
 CO0032
 CO0032'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 CO0032'2.8 MI SW FROM BOLIGEE.
 CO0032'2.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CO0032'BOLIGEE, GREENE COUNTY, 0.4 MILE NORTHEAST OF MILEPOST 246, 67.6 FEET
 CO0032'NORTH OF THE CENTER OF A DIRT-ROAD CROSSING, 35.3 FEET NORTHWEST OF
 CO0032'THE CENTERLINE OF THE TRACK, 6.2 FEET NORTHEAST OF A POLE, 3 FEET
 CO0032'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE
 CO0032'TRACK.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, SET IN THE TOP
 CO0032'OF A CONCRETE POST PROJECTING 0.7 FOOT ABOVE GROUND.
 CO0032
 CO0032                          STATION RECOVERY (1974)
 CO0032
 CO0032'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (AJK)
 CO0032'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0597 ***********************************************************************
 CM0597  DESIGNATION -  B 40
 CM0597  PID         -  CM0597
 CM0597  STATE/COUNTY-  AL/LEE
 CM0597  USGS QUAD   -  OPELIKA EAST (1983)
 CM0597
 CM0597                         *CURRENT SURVEY CONTROL
 CM0597  ___________________________________________________________________
 CM0597* NAD 83(1986)-  32 42 25.     (N)    085 20 17.     (W)     SCALED    
 CM0597* NAVD 88     -       214.963  (meters)     705.26   (feet)  ADJUSTED  
 CM0597  ___________________________________________________________________
 CM0597  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CM0597  DYNAMIC HT  -         214.706 (meters)     704.41  (feet)  COMP
 CM0597  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 CM0597
 CM0597  VERT ORDER  -  SECOND    CLASS 0
 CM0597
 CM0597.The horizontal coordinates were scaled from a topographic map and have
 CM0597.an estimated accuracy of +/- 6 seconds.
 CM0597
 CM0597.The orthometric height was determined by differential leveling
 CM0597.and adjusted by the National Geodetic Survey in June 1991..
 CM0597
 CM0597.The geoid height was determined by GEOID03.
 CM0597
 CM0597.The dynamic height is computed by dividing the NAVD 88
 CM0597.geopotential number by the normal gravity value computed on the
 CM0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0597.degrees latitude (g = 980.6199 gals.).
 CM0597
 CM0597.The modeled gravity was interpolated from observed gravity values.
 CM0597
 CM0597;                    North         East    Units  Estimated Accuracy
 CM0597;SPC AL E     -   244,810.      246,440.      MT  (+/- 180 meters Scaled)
 CM0597
 CM0597                          SUPERSEDED SURVEY CONTROL
 CM0597
 CM0597  NGVD 29 (??/??/92)  214.937  (m)          705.17   (f) ADJ UNCH    2 0
 CM0597
 CM0597.Superseded values are not recommended for survey control.
 CM0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0597.See file dsdata.txt to determine how the superseded data were derived.
 CM0597
 CM0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB557200(NAD 83)
 CM0597_MARKER: DB = BENCH MARK DISK
 CM0597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0597+STABILITY: SURFACE MOTION
 CM0597
 CM0597  HISTORY     - Date     Condition        Report By
 CM0597  HISTORY     - UNK      MONUMENTED       CGS
 CM0597
 CM0597                          STATION DESCRIPTION
 CM0597
 CM0597'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0597'5.2 MI NE FROM OPELIKA.
 CM0597'B-40 IS LOCATED 5.2 MILES NORTHEAST OF THE RWY. STATION AT
 CM0597'OPELIKA, 90 YARDS NORTH OF A SIGNAL POST A 104.5, 39.3 FT.
 CM0597'NORTHWEST OF THE NORTHWEST RAIL OF TRACK, 6 FT. NORTHEAST OF A
 CM0597'CONCRETE TELEGRAPH POLE.  STANDARD TABLET SET IN TOP OF A CONCRETE
 CM0597'POST 4 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0882 ***********************************************************************
 BT0882  DESIGNATION -  B 400
 BT0882  PID         -  BT0882
 BT0882  STATE/COUNTY-  AL/DALE
 BT0882  USGS QUAD   -  ECHO (1979)
 BT0882
 BT0882                         *CURRENT SURVEY CONTROL
 BT0882  ___________________________________________________________________
 BT0882* NAD 83(1986)-  31 29 25.     (N)    085 25 10.     (W)     SCALED    
 BT0882* NAVD 88     -        93.283  (meters)     306.05   (feet)  ADJUSTED  
 BT0882  ___________________________________________________________________
 BT0882  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BT0882  DYNAMIC HT  -          93.170 (meters)     305.68  (feet)  COMP
 BT0882  MODELED GRAV-     979,428.1   (mgal)                       NAVD 88
 BT0882
 BT0882  VERT ORDER  -  SECOND    CLASS 0
 BT0882
 BT0882.The horizontal coordinates were scaled from a topographic map and have
 BT0882.an estimated accuracy of +/- 6 seconds.
 BT0882
 BT0882.The orthometric height was determined by differential leveling
 BT0882.and adjusted by the National Geodetic Survey in June 1991..
 BT0882
 BT0882.The geoid height was determined by GEOID03.
 BT0882
 BT0882.The dynamic height is computed by dividing the NAVD 88
 BT0882.geopotential number by the normal gravity value computed on the
 BT0882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0882.degrees latitude (g = 980.6199 gals.).
 BT0882
 BT0882.The modeled gravity was interpolated from observed gravity values.
 BT0882
 BT0882;                    North         East    Units  Estimated Accuracy
 BT0882;SPC AL E     -   109,860.      239,320.      MT  (+/- 180 meters Scaled)
 BT0882
 BT0882                          SUPERSEDED SURVEY CONTROL
 BT0882
 BT0882  NGVD 29 (??/??/92)   93.336  (m)          306.22   (f) ADJ UNCH    2 0
 BT0882
 BT0882.Superseded values are not recommended for survey control.
 BT0882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0882.See file dsdata.txt to determine how the superseded data were derived.
 BT0882
 BT0882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV501850(NAD 83)
 BT0882_MARKER: DB = BENCH MARK DISK
 BT0882_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BT0882_SP_SET: CULVERT HEADWALL
 BT0882_STAMPING: B 400 1953
 BT0882_MARK LOGO: CGS   
 BT0882_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT0882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0882+STABILITY: SURFACE MOTION
 BT0882
 BT0882  HISTORY     - Date     Condition        Report By
 BT0882  HISTORY     - 1953     MONUMENTED       CGS
 BT0882  HISTORY     - 19890530 GOOD             NGS
 BT0882
 BT0882                          STATION DESCRIPTION
 BT0882
 BT0882'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0882'3.6 MI NE FROM ECHO.
 BT0882'ABOUT 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL
 BT0882'AT ECHO, ABOUT 0.25 MILE SOUTHWEST OF THE DALE-HENRY COUNTY LINE,
 BT0882'IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 6-FOOT
 BT0882'CONCRETE CULVERT, 13 FEET SOUTH OF CENTER LINE OF HIGHWAY AND
 BT0882'ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 BT0882
 BT0882                          STATION RECOVERY (1989)
 BT0882
 BT0882'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1989 (WJR)
 BT0882'RECOVERED AS DESCRIBED.  MARK TO BE DESTROYED BY CONSTRUCTION SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9990 ***********************************************************************
 AA9990  DESIGNATION -  B 400 RESET
 AA9990  PID         -  AA9990
 AA9990  STATE/COUNTY-  AL/DALE
 AA9990  USGS QUAD   -  ECHO (1979)
 AA9990
 AA9990                         *CURRENT SURVEY CONTROL
 AA9990  ___________________________________________________________________
 AA9990* NAD 83(1986)-  31 29 25.     (N)    085 25 10.     (W)     SCALED    
 AA9990* NAVD 88     -        93.50   (meters)     306.8    (feet)  RESET     
 AA9990  ___________________________________________________________________
 AA9990  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 AA9990
 AA9990  VERT ORDER  -  THIRD
 AA9990
 AA9990.The horizontal coordinates were scaled from a topographic map and have
 AA9990.an estimated accuracy of +/- 6 seconds.
 AA9990
 AA9990.The orthometric height was computed from unverified reset data.
 AA9990
 AA9990.The geoid height was determined by GEOID03.
 AA9990
 AA9990;                    North         East    Units  Estimated Accuracy
 AA9990;SPC AL E     -   109,860.      239,320.      MT  (+/- 180 meters Scaled)
 AA9990
 AA9990                          SUPERSEDED SURVEY CONTROL
 AA9990
 AA9990.No superseded survey control is available for this station.
 AA9990
 AA9990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV501850(NAD 83)
 AA9990_MARKER: DV = VERTICAL CONTROL DISK
 AA9990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9990_STAMPING: B 400 1953 RESET 1989
 AA9990_MARK LOGO: NGS   
 AA9990_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AA9990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9990+STABILITY: SURFACE MOTION
 AA9990
 AA9990  HISTORY     - Date     Condition        Report By
 AA9990  HISTORY     - 1989     MONUMENTED       NGS
 AA9990
 AA9990                          STATION DESCRIPTION
 AA9990
 AA9990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1989 (WJR)
 AA9990'TO REACH THE STATION FROM THE JUNCTION OF AL 27 AND DALE COUNTY ROADS
 AA9990'36 AND 67 IN ECHO, GO NORTHEAST ON AL 27 FOR 3.85 MILES (6.20 KM) TO
 AA9990'THE MARK ON THE RIGHT. IT IS ABOUT 53.8 FT (16.4 M) EAST OF A POWER
 AA9990'POLE, 39.9 FT (12.2 M) SOUTH OF THE CENTERLINE OF AL 27, 3.4 FT (1.0
 AA9990'M) WEST OF A CARSONITE WITNESS POST, AND 1.0 FT (0.3 M) EAST OF A
 AA9990'5/8-INCH REBAR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0669 ***********************************************************************
 BT0669  DESIGNATION -  B 401
 BT0669  PID         -  BT0669
 BT0669  STATE/COUNTY-  AL/HENRY
 BT0669  USGS QUAD   -  ABBEVILLE WEST (1981)
 BT0669
 BT0669                         *CURRENT SURVEY CONTROL
 BT0669  ___________________________________________________________________
 BT0669* NAD 83(1986)-  31 33 33.     (N)    085 15 15.     (W)     SCALED    
 BT0669* NAVD 88     -       133.939  (meters)     439.43   (feet)  ADJUSTED  
 BT0669  ___________________________________________________________________
 BT0669  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BT0669  DYNAMIC HT  -         133.778 (meters)     438.90  (feet)  COMP
 BT0669  MODELED GRAV-     979,433.0   (mgal)                       NAVD 88
 BT0669
 BT0669  VERT ORDER  -  SECOND    CLASS 0
 BT0669
 BT0669.The horizontal coordinates were scaled from a topographic map and have
 BT0669.an estimated accuracy of +/- 6 seconds.
 BT0669
 BT0669.The orthometric height was determined by differential leveling
 BT0669.and adjusted by the National Geodetic Survey in June 1991..
 BT0669
 BT0669.The geoid height was determined by GEOID03.
 BT0669
 BT0669.The dynamic height is computed by dividing the NAVD 88
 BT0669.geopotential number by the normal gravity value computed on the
 BT0669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0669.degrees latitude (g = 980.6199 gals.).
 BT0669
 BT0669.The modeled gravity was interpolated from observed gravity values.
 BT0669
 BT0669;                    North         East    Units  Estimated Accuracy
 BT0669;SPC AL E     -   117,570.      254,990.      MT  (+/- 180 meters Scaled)
 BT0669
 BT0669                          SUPERSEDED SURVEY CONTROL
 BT0669
 BT0669  NGVD 29 (??/??/92)  134.002  (m)          439.64   (f) ADJ UNCH    2 0
 BT0669
 BT0669.Superseded values are not recommended for survey control.
 BT0669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0669.See file dsdata.txt to determine how the superseded data were derived.
 BT0669
 BT0669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV656928(NAD 83)
 BT0669_MARKER: DB = BENCH MARK DISK
 BT0669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0669_SP_SET: CATCH BASIN
 BT0669_STAMPING: B 401 1953
 BT0669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0669
 BT0669  HISTORY     - Date     Condition        Report By
 BT0669  HISTORY     - 1953     MONUMENTED       CGS
 BT0669
 BT0669                          STATION DESCRIPTION
 BT0669
 BT0669'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0669'0.9 MI S FROM ABBEVILLE.
 BT0669'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 241 FROM THE COURT
 BT0669'HOUSE AT ABBEVILLE, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG STATE
 BT0669'HIGHWAY 27, ABOUT 160 YARDS SOUTHWEST OF CENTER OF JUNCTION OF
 BT0669'HIGHWAYS 241 AND 27, IN THE TOP AND NEAR THE CENTER OF THE
 BT0669'SOUTH WALL OF A 2 BY 4-FOOT CONCRETE CATCH BASIN FOR A PIPE
 BT0669'CULVERT UNDER HIGHWAY 27, 37 FEET EAST-SOUTHEAST OF CENTER LINE
 BT0669'OF HIGHWAY AND ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0676 ***********************************************************************
 BT0676  DESIGNATION -  B 402
 BT0676  PID         -  BT0676
 BT0676  STATE/COUNTY-  AL/HENRY
 BT0676  USGS QUAD   -  FORT GAINES (1969)
 BT0676
 BT0676                         *CURRENT SURVEY CONTROL
 BT0676  ___________________________________________________________________
 BT0676* NAD 83(1986)-  31 34 16.     (N)    085 06 02.     (W)     SCALED    
 BT0676* NAVD 88     -       127.504  (meters)     418.32   (feet)  ADJUSTED  
 BT0676  ___________________________________________________________________
 BT0676  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BT0676  DYNAMIC HT  -         127.351 (meters)     417.82  (feet)  COMP
 BT0676  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 BT0676
 BT0676  VERT ORDER  -  SECOND    CLASS 0
 BT0676
 BT0676.The horizontal coordinates were scaled from a topographic map and have
 BT0676.an estimated accuracy of +/- 6 seconds.
 BT0676
 BT0676.The orthometric height was determined by differential leveling
 BT0676.and adjusted by the National Geodetic Survey in June 1991..
 BT0676
 BT0676.The geoid height was determined by GEOID03.
 BT0676
 BT0676.The dynamic height is computed by dividing the NAVD 88
 BT0676.geopotential number by the normal gravity value computed on the
 BT0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0676.degrees latitude (g = 980.6199 gals.).
 BT0676
 BT0676.The modeled gravity was interpolated from observed gravity values.
 BT0676
 BT0676;                    North         East    Units  Estimated Accuracy
 BT0676;SPC AL E     -   118,980.      269,560.      MT  (+/- 180 meters Scaled)
 BT0676
 BT0676                          SUPERSEDED SURVEY CONTROL
 BT0676
 BT0676  NGVD 29 (??/??/92)  127.585  (m)          418.59   (f) ADJ UNCH    2 0
 BT0676
 BT0676.Superseded values are not recommended for survey control.
 BT0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0676.See file dsdata.txt to determine how the superseded data were derived.
 BT0676
 BT0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV802944(NAD 83)
 BT0676_MARKER: DB = BENCH MARK DISK
 BT0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0676_STAMPING: B 402 1953
 BT0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0676+STABILITY: SURFACE MOTION
 BT0676
 BT0676  HISTORY     - Date     Condition        Report By
 BT0676  HISTORY     - 1953     MONUMENTED       CGS
 BT0676  HISTORY     - 1969     MARK NOT FOUND   USGS
 BT0676
 BT0676                          STATION DESCRIPTION
 BT0676
 BT0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0676'AT SHORTERVILLE.
 BT0676'AT SHORTERVILLE, AT THE JUNCTION OF STATE HIGHWAY 10 AND A
 BT0676'BLACK TOP ROAD LEADING SOUTHWEST, ABOUT 0.15 MILE NORTHEAST
 BT0676'ALONG BLACK TOP ROAD FROM THE POST OFFICE, 58 FEET NORTHWEST OF
 BT0676'CENTER LINE OF HIGHWAY AND ON THE INSIDE OF A CURVE WITH TANGENTS
 BT0676'EXTENDING NORTHEAST AND WEST, 74 FEET NORTHWEST AND ACROSS
 BT0676'HIGHWAY FROM CENTER LINE OF BLACK TOP ROAD SOUTHWEST, 5 1/2 FEET
 BT0676'SOUTHEAST OF A FENCE CORNER, 27 FEET NORTH OF NORTH CORNER OF A
 BT0676'2 1/2 BY 3-FOOT CONCRETE CATCH BASIN FOR A 24-INCH PIPE CULVERT,
 BT0676'83 FEET NORTHEAST OF A TELEPHONE POLE, 121 FEET SOUTHWEST OF
 BT0676'A TELEPHONE POLE, 1 FOOT SOUTHEAST OF BEING IN LINE WITH
 BT0676'TELEPHONE POLES, 3 FEET SOUTHEAST OF A WHITE WOODEN WITNESS
 BT0676'POST, ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 BT0676'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BT0676
 BT0676                          STATION RECOVERY (1969)
 BT0676
 BT0676'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BT0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0662 ***********************************************************************
 BT0662  DESIGNATION -  B 403
 BT0662  PID         -  BT0662
 BT0662  STATE/COUNTY-  AL/HENRY
 BT0662  USGS QUAD   -  ABBEVILLE EAST (1979)
 BT0662
 BT0662                         *CURRENT SURVEY CONTROL
 BT0662  ___________________________________________________________________
 BT0662* NAD 83(1986)-  31 31 51.     (N)    085 10 49.     (W)     SCALED    
 BT0662* NAVD 88     -       127.503  (meters)     418.32   (feet)  ADJUSTED  
 BT0662  ___________________________________________________________________
 BT0662  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BT0662  DYNAMIC HT  -         127.350 (meters)     417.81  (feet)  COMP
 BT0662  MODELED GRAV-     979,432.3   (mgal)                       NAVD 88
 BT0662
 BT0662  VERT ORDER  -  SECOND    CLASS 0
 BT0662
 BT0662.The horizontal coordinates were scaled from a topographic map and have
 BT0662.an estimated accuracy of +/- 6 seconds.
 BT0662
 BT0662.The orthometric height was determined by differential leveling
 BT0662.and adjusted by the National Geodetic Survey in June 1991..
 BT0662
 BT0662.The geoid height was determined by GEOID03.
 BT0662
 BT0662.The dynamic height is computed by dividing the NAVD 88
 BT0662.geopotential number by the normal gravity value computed on the
 BT0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0662.degrees latitude (g = 980.6199 gals.).
 BT0662
 BT0662.The modeled gravity was interpolated from observed gravity values.
 BT0662
 BT0662;                    North         East    Units  Estimated Accuracy
 BT0662;SPC AL E     -   114,470.      262,020.      MT  (+/- 180 meters Scaled)
 BT0662
 BT0662                          SUPERSEDED SURVEY CONTROL
 BT0662
 BT0662  NGVD 29 (??/??/92)  127.570  (m)          418.54   (f) ADJ UNCH    2 0
 BT0662
 BT0662.Superseded values are not recommended for survey control.
 BT0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0662.See file dsdata.txt to determine how the superseded data were derived.
 BT0662
 BT0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV727898(NAD 83)
 BT0662_MARKER: DB = BENCH MARK DISK
 BT0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0662_STAMPING: B 403 1953
 BT0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0662+STABILITY: SURFACE MOTION
 BT0662
 BT0662  HISTORY     - Date     Condition        Report By
 BT0662  HISTORY     - 1953     MONUMENTED       CGS
 BT0662
 BT0662                          STATION DESCRIPTION
 BT0662
 BT0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0662'6 MI SE FROM ABBEVILLE.
 BT0662'ABOUT 5.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE COURT
 BT0662'HOUSE AT ABBEVILLE TO A ROAD JUNCTION AND UNION SCHOOL, THENCE ABOUT
 BT0662'0.95 MILE NORTHEAST ALONG A GRADED ROAD, ABOUT 0.2 MILE NORTHEAST
 BT0662'OF THE JUNCTION OF A ROAD WEST, ABOUT 145 YARDS SOUTHWEST OF
 BT0662'CENTER OF JUNCTION OF A ROAD SOUTHEAST, 34 FEET NORTHWEST OF
 BT0662'CENTER LINE OF ROAD, 168 FEET NORTHEAST OF NORTHWEST END OF A
 BT0662'20-INCH PIPE CULVERT UNDER ROAD, 95 YARDS WEST AND ACROSS ROAD
 BT0662'FROM A FARM HOUSE, 5 FEET SOUTHEAST OF A WIRE FENCE, 2 FEET
 BT0662'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF
 BT0662'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0978 ***********************************************************************
 BT0978  DESIGNATION -  B 404
 BT0978  PID         -  BT0978
 BT0978  STATE/COUNTY-  AL/HENRY
 BT0978  USGS QUAD   -  HALEBURG (1979)
 BT0978
 BT0978                         *CURRENT SURVEY CONTROL
 BT0978  ___________________________________________________________________
 BT0978* NAD 83(1986)-  31 29 02.     (N)    085 09 27.     (W)     SCALED    
 BT0978* NAVD 88     -        82.422  (meters)     270.41   (feet)  ADJUSTED  
 BT0978  ___________________________________________________________________
 BT0978  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 BT0978  DYNAMIC HT  -          82.323 (meters)     270.09  (feet)  COMP
 BT0978  MODELED GRAV-     979,432.0   (mgal)                       NAVD 88
 BT0978
 BT0978  VERT ORDER  -  SECOND    CLASS 0
 BT0978
 BT0978.The horizontal coordinates were scaled from a topographic map and have
 BT0978.an estimated accuracy of +/- 6 seconds.
 BT0978
 BT0978.The orthometric height was determined by differential leveling
 BT0978.and adjusted by the National Geodetic Survey in June 1991..
 BT0978
 BT0978.The geoid height was determined by GEOID03.
 BT0978
 BT0978.The dynamic height is computed by dividing the NAVD 88
 BT0978.geopotential number by the normal gravity value computed on the
 BT0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0978.degrees latitude (g = 980.6199 gals.).
 BT0978
 BT0978.The modeled gravity was interpolated from observed gravity values.
 BT0978
 BT0978;                    North         East    Units  Estimated Accuracy
 BT0978;SPC AL E     -   109,280.      264,220.      MT  (+/- 180 meters Scaled)
 BT0978
 BT0978                          SUPERSEDED SURVEY CONTROL
 BT0978
 BT0978  NGVD 29 (??/??/92)   82.490  (m)          270.64   (f) ADJ UNCH    2 0
 BT0978
 BT0978.Superseded values are not recommended for survey control.
 BT0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0978.See file dsdata.txt to determine how the superseded data were derived.
 BT0978
 BT0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV750847(NAD 83)
 BT0978_MARKER: DB = BENCH MARK DISK
 BT0978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0978_SP_SET: CULVERT
 BT0978_STAMPING: B 404 1953
 BT0978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0978
 BT0978  HISTORY     - Date     Condition        Report By
 BT0978  HISTORY     - 1953     MONUMENTED       CGS
 BT0978
 BT0978                          STATION DESCRIPTION
 BT0978
 BT0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0978'6.1 MI N FROM HALEBURG.
 BT0978'ABOUT 5.8 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE SCHOOL AT
 BT0978'HALEBURG, THENCE ABOUT 0.3 MILE EAST ALONG A BLACK TOP ROAD
 BT0978'LEADING TO BARNES, ABOUT 0.75 MILE WEST OF A BRIDGE OVER PETERMAN
 BT0978'CREEK, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEAD WALL
 BT0978'OF A 5-FOOT CONCRETE CULVERT, ABOUT 40 YARDS NORTHWEST OF JUNCTION
 BT0978'OF A GRADED ROAD NORTH, 13 FEET NORTHEAST OF CENTER LINE OF BLACK
 BT0978'TOP ROAD AND ABOUT LEVEL WITH ROAD.  NOTE-- MARK MAY BE REACHED
 BT0978'FROM THE COMMUNITY HALL AT BARNES BY GOING ABOUT 0.4 MILE SOUTH
 BT0978'ALONG A BLACK TOP ROAD, THENCE ABOUT 3.3 MILES WEST ALONG A BLACK
 BT0978'TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0254 ***********************************************************************
 BH0254  DESIGNATION -  B 405
 BH0254  PID         -  BH0254
 BH0254  STATE/COUNTY-  AL/MOBILE
 BH0254  USGS QUAD   -  CODEN (1985)
 BH0254
 BH0254                         *CURRENT SURVEY CONTROL
 BH0254  ___________________________________________________________________
 BH0254* NAD 83(1986)-  30 28 29.     (N)    088 10 09.     (W)     SCALED    
 BH0254* NAVD 88     -         3.891  (meters)      12.77   (feet)  ADJUSTED  
 BH0254  ___________________________________________________________________
 BH0254  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BH0254  DYNAMIC HT  -           3.886 (meters)      12.75  (feet)  COMP
 BH0254  MODELED GRAV-     979,330.0   (mgal)                       NAVD 88
 BH0254
 BH0254  VERT ORDER  -  FIRST     CLASS II
 BH0254
 BH0254.The horizontal coordinates were scaled from a topographic map and have
 BH0254.an estimated accuracy of +/- 6 seconds.
 BH0254
 BH0254.The orthometric height was determined by differential leveling
 BH0254.and adjusted by the National Geodetic Survey in June 1991..
 BH0254
 BH0254.The geoid height was determined by GEOID03.
 BH0254
 BH0254.The dynamic height is computed by dividing the NAVD 88
 BH0254.geopotential number by the normal gravity value computed on the
 BH0254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0254.degrees latitude (g = 980.6199 gals.).
 BH0254
 BH0254.The modeled gravity was interpolated from observed gravity values.
 BH0254
 BH0254;                    North         East    Units  Estimated Accuracy
 BH0254;SPC AL W     -    52,810.      535,750.      MT  (+/- 180 meters Scaled)
 BH0254
 BH0254                          SUPERSEDED SURVEY CONTROL
 BH0254
 BH0254  NGVD 29 (06/24/99)    3.851  (m)           12.63   (f) ADJUSTED    1 2
 BH0254
 BH0254.Superseded values are not recommended for survey control.
 BH0254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0254.See file dsdata.txt to determine how the superseded data were derived.
 BH0254
 BH0254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU877719(NAD 83)
 BH0254_MARKER: DB = BENCH MARK DISK
 BH0254_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0254_SP_SET: BRIDGE ABUTMENT
 BH0254_STAMPING: B 405 1955
 BH0254_MARK LOGO: CGS   
 BH0254_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0254_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0254+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2005
 BH0254
 BH0254  HISTORY     - Date     Condition        Report By
 BH0254  HISTORY     - 1955     MONUMENTED       CGS
 BH0254  HISTORY     - 1971     GOOD             NGS
 BH0254  HISTORY     - 1984     GOOD             NGS
 BH0254  HISTORY     - 20050316 GOOD             USPSQD
 BH0254
 BH0254                          STATION DESCRIPTION
 BH0254
 BH0254'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0254'4.85 MI S FROM THEODORE.
 BH0254'ABOUT 4.85 MILES SOUTH ALONG A PAVED ROAD FROM THE FIRST BAPTIST
 BH0254'CHURCH AT THEODORE, IN THE TOP OF THE EAST END OF NORTH CONCRETE
 BH0254'ABUTMENT OF A BRIDGE OVER FOWL RIVER, 13 1/2 FEET EAST OF CENTER LINE
 BH0254'OF ROAD AND ABOUT LEVEL WITH ROAD.
 BH0254
 BH0254                          STATION RECOVERY (1971)
 BH0254
 BH0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0254'RECOVERED IN GOOD CONDITION.
 BH0254
 BH0254                          STATION RECOVERY (1984)
 BH0254
 BH0254'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH0254'RECOVERED IN GOOD CONDITION.
 BH0254
 BH0254                          STATION RECOVERY (2005)
 BH0254
 BH0254'RECOVERY NOTE BY US POWER SQUADRON 2005
 BH0254'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0153 ***********************************************************************
 BH0153  DESIGNATION -  B 406
 BH0153  PID         -  BH0153
 BH0153  STATE/COUNTY-  AL/MOBILE
 BH0153  USGS QUAD   -  MOBILE (1982)
 BH0153
 BH0153                         *CURRENT SURVEY CONTROL
 BH0153  ___________________________________________________________________
 BH0153* NAD 83(1986)-  30 41 06.     (N)    088 06 01.     (W)     SCALED    
 BH0153* NAVD 88     -         9.05   (+/-2cm)      29.7    (feet)  VERTCON   
 BH0153  ___________________________________________________________________
 BH0153  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH0153
 BH0153  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0153
 BH0153.The horizontal coordinates were scaled from a topographic map and have
 BH0153.an estimated accuracy of +/- 6 seconds.
 BH0153
 BH0153.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0153.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0153.The vertical order pertains to the NGVD 29 superseded value.
 BH0153
 BH0153.The geoid height was determined by GEOID03.
 BH0153
 BH0153;                    North         East    Units  Estimated Accuracy
 BH0153;SPC AL W     -    76,090.      542,490.      MT  (+/- 180 meters Scaled)
 BH0153
 BH0153                          SUPERSEDED SURVEY CONTROL
 BH0153
 BH0153  NGVD 29 (??/??/??)    9.011  (m)           29.56   (f) ADJUSTED    1 2
 BH0153
 BH0153.Superseded values are not recommended for survey control.
 BH0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0153.See file dsdata.txt to determine how the superseded data were derived.
 BH0153
 BH0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU946952(NAD 83)
 BH0153_MARKER: DB = BENCH MARK DISK
 BH0153_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0153_SP_SET: FOUNDATION
 BH0153_STAMPING: B 406 1955
 BH0153_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0153
 BH0153  HISTORY     - Date     Condition        Report By
 BH0153  HISTORY     - 1955     MONUMENTED       CGS
 BH0153
 BH0153                          STATION DESCRIPTION
 BH0153
 BH0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0153'IN MOBILE.
 BH0153'AT MOBILE, ABOUT 3.3 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO
 BH0153'RAILROAD FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0153'(CROSSING IN SOUTH PART OF TOWN), ABOUT 0.1 MILE SOUTHEAST OF CROSSING
 BH0153'OF FLORIDA STREET, IN THE TOP OF THE NORTHEAST CORNER OF CONCRETE
 BH0153'FOUNDATION OF THE NORTH LEG OF A LARGE WATER TOWER OF THE RUBEROID
 BH0153'COMPANY, 115 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK AND ABOUT
 BH0153'1 1/2 FEET ABOVE LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1474 ***********************************************************************
 BH1474  DESIGNATION -  B 407
 BH1474  PID         -  BH1474
 BH1474  STATE/COUNTY-  AL/MOBILE
 BH1474  USGS QUAD   -  MOBILE (1982)
 BH1474
 BH1474                         *CURRENT SURVEY CONTROL
 BH1474  ___________________________________________________________________
 BH1474* NAD 83(1986)-  30 42 16.     (N)    088 01 58.     (W)     SCALED    
 BH1474* NAVD 88     -         2.481  (meters)       8.14   (feet)  ADJUSTED  
 BH1474  ___________________________________________________________________
 BH1474  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH1474  DYNAMIC HT  -           2.477 (meters)       8.13  (feet)  COMP
 BH1474  MODELED GRAV-     979,343.8   (mgal)                       NAVD 88
 BH1474
 BH1474  VERT ORDER  -  FIRST     CLASS I
 BH1474
 BH1474.The horizontal coordinates were scaled from a topographic map and have
 BH1474.an estimated accuracy of +/- 6 seconds.
 BH1474
 BH1474.The orthometric height was determined by differential leveling
 BH1474.and adjusted by the National Geodetic Survey in June 1991..
 BH1474
 BH1474.The geoid height was determined by GEOID03.
 BH1474
 BH1474.The dynamic height is computed by dividing the NAVD 88
 BH1474.geopotential number by the normal gravity value computed on the
 BH1474.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1474.degrees latitude (g = 980.6199 gals.).
 BH1474
 BH1474.The modeled gravity was interpolated from observed gravity values.
 BH1474
 BH1474;                    North         East    Units  Estimated Accuracy
 BH1474;SPC AL W     -    78,210.      548,960.      MT  (+/- 180 meters Scaled)
 BH1474
 BH1474                          SUPERSEDED SURVEY CONTROL
 BH1474
 BH1474  NGVD 29 (??/??/??)    2.438  (m)            8.00   (f) ADJUSTED    1 1
 BH1474
 BH1474.Superseded values are not recommended for survey control.
 BH1474.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1474.See file dsdata.txt to determine how the superseded data were derived.
 BH1474
 BH1474_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU010973(NAD 83)
 BH1474_MARKER: DB = BENCH MARK DISK
 BH1474_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1474_SP_SET: CONCRETE POST
 BH1474_STAMPING: B 407 1955
 BH1474_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1474+STABILITY: SURFACE MOTION
 BH1474
 BH1474  HISTORY     - Date     Condition        Report By
 BH1474  HISTORY     - 1955     MONUMENTED       CGS
 BH1474  HISTORY     - 1968     GOOD             CGS
 BH1474
 BH1474                          STATION DESCRIPTION
 BH1474
 BH1474'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH1474'IN MOBILE.
 BH1474'AT MOBILE, ABOUT 0.8 MILE NORTH ALONG U.S. HIGHWAY 31 AND 90 FROM THE
 BH1474'EAST END OF THE BANKHEAD TUNNEL UNDER THE MOBILE RIVER, ON BLAKELEY
 BH1474'ISLAND, 211 FEET NORTH OF THE EXTENDED CENTER LINE OF A DRIVEWAY
 BH1474'LEADING WEST TO TRIANGLE REFINERIES, 129 FEET SOUTH OF THE EXTENDED
 BH1474'CENTER LINE OF A DRIVEWAY LEADING WEST TO THE MOBILE TOWING COMPANY,
 BH1474'47 1/2 FEET EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 BH1474'HIGHWAYS, 34 FEET SOUTHEAST OF A POWER LINE BRACE POLE. 1.4 FEET
 BH1474'SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY
 BH1474'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE
 BH1474'LEVEL OF THE GROUND.
 BH1474'RECOVERED AS DESCRIBED 1971
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1399 ***********************************************************************
 BU1399  DESIGNATION -  B 408 RESET
 BU1399  PID         -  BU1399
 BU1399  STATE/COUNTY-  AL/ESCAMBIA
 BU1399  USGS QUAD   -  ATMORE (1986)
 BU1399
 BU1399                         *CURRENT SURVEY CONTROL
 BU1399  ___________________________________________________________________
 BU1399* NAD 83(1986)-  31 01 31.     (N)    087 27 23.     (W)     SCALED    
 BU1399* NAVD 88     -        86.28   (meters)     283.1    (feet)  RESET     
 BU1399  ___________________________________________________________________
 BU1399  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BU1399
 BU1399  VERT ORDER  -  THIRD
 BU1399
 BU1399.The horizontal coordinates were scaled from a topographic map and have
 BU1399.an estimated accuracy of +/- 6 seconds.
 BU1399
 BU1399.The orthometric height was computed from unverified reset data.
 BU1399
 BU1399.The geoid height was determined by GEOID03.
 BU1399
 BU1399;                    North         East    Units  Estimated Accuracy
 BU1399;SPC AL W     -   113,660.      604,160.      MT  (+/- 180 meters Scaled)
 BU1399
 BU1399                          SUPERSEDED SURVEY CONTROL
 BU1399
 BU1399  NGVD 29 (??/??/??)   86.25   (m)          283.0    (f) RESET       3  
 BU1399
 BU1399.Superseded values are not recommended for survey control.
 BU1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1399.See file dsdata.txt to determine how the superseded data were derived.
 BU1399
 BU1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV564324(NAD 83)
 BU1399_MARKER: DB = BENCH MARK DISK
 BU1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1399_STAMPING: B 408 RESET 1963
 BU1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1399+STABILITY: SURFACE MOTION
 BU1399
 BU1399  HISTORY     - Date     Condition        Report By
 BU1399  HISTORY     - 1963     MONUMENTED       CGS
 BU1399
 BU1399                          STATION DESCRIPTION
 BU1399
 BU1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1963
 BU1399'2.15 MI E FROM ATMORE.
 BU1399'LOCATED 2.15 MILES EAST ALONG THE LOUISVILLE AND NASHVLLE RAILROAD AND
 BU1399'U.S. HIGHWAY 31 FROM THE STATION IN ATMORE, ABOUT 0.4 MILE WEST OF
 BU1399'MILEPOST 619, 50 FEET SOUTH OF THE CENTER OF U.S. HIGHWAY 31, 128 FEET
 BU1399'SOUTH OF THE SOUTH RAIL OF THE TRACKS, 141.6 FEET EAST OF THE CENTER
 BU1399'OF A DRIVEWAY LEADING SOUTH TO A HOUSE, 156.6 FEET WEST OF THE CENTER
 BU1399'OF A DRAINAGE DITCH, 1 FOOT NORTH OF A FENCE LINE, 69.5 FEET WEST OF A
 BU1399'POWER POLE WITH WIRES LEADING IN THREE DIRECTIONS, 19 FEET NORTHEAST
 BU1399'OF A 2-FOOT PINE TREE, AND 1.5 FEET SOUTHEAST OF A METAL WITNESS POST,
 BU1399'AND SET IN THE TOP OF AN 8-INCH SQUARE CONCRETE POST PROJECTING ABOUT
 BU1399'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2643 ***********************************************************************
 BG2643  DESIGNATION -  B 409
 BG2643  PID         -  BG2643
 BG2643  STATE/COUNTY-  AL/BALDWIN
 BG2643  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG2643
 BG2643                         *CURRENT SURVEY CONTROL
 BG2643  ___________________________________________________________________
 BG2643* NAD 83(1986)-  30 52 53.     (N)    087 46 06.     (W)     SCALED    
 BG2643* NAVD 88     -        81.237  (meters)     266.53   (feet)  ADJUSTED  
 BG2643  ___________________________________________________________________
 BG2643  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BG2643  DYNAMIC HT  -          81.132 (meters)     266.18  (feet)  COMP
 BG2643  MODELED GRAV-     979,351.5   (mgal)                       NAVD 88
 BG2643
 BG2643  VERT ORDER  -  FIRST     CLASS II
 BG2643
 BG2643.The horizontal coordinates were scaled from a topographic map and have
 BG2643.an estimated accuracy of +/- 6 seconds.
 BG2643
 BG2643.The orthometric height was determined by differential leveling
 BG2643.and adjusted by the National Geodetic Survey in June 1991..
 BG2643
 BG2643.The geoid height was determined by GEOID03.
 BG2643
 BG2643.The dynamic height is computed by dividing the NAVD 88
 BG2643.geopotential number by the normal gravity value computed on the
 BG2643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2643.degrees latitude (g = 980.6199 gals.).
 BG2643
 BG2643.The modeled gravity was interpolated from observed gravity values.
 BG2643
 BG2643;                    North         East    Units  Estimated Accuracy
 BG2643;SPC AL W     -    97,740.      574,340.      MT  (+/- 180 meters Scaled)
 BG2643
 BG2643                          SUPERSEDED SURVEY CONTROL
 BG2643
 BG2643  NGVD 29 (??/??/92)   81.195  (m)          266.39   (f) ADJ UNCH    1 2
 BG2643
 BG2643.Superseded values are not recommended for survey control.
 BG2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2643.See file dsdata.txt to determine how the superseded data were derived.
 BG2643
 BG2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV265167(NAD 83)
 BG2643_MARKER: DB = BENCH MARK DISK
 BG2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2643_STAMPING: B 409 1955
 BG2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2643+STABILITY: SURFACE MOTION
 BG2643_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2643+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 BG2643
 BG2643  HISTORY     - Date     Condition        Report By
 BG2643  HISTORY     - 1955     MONUMENTED       CGS
 BG2643  HISTORY     - 20030731 GOOD             USPSQD
 BG2643  HISTORY     - 20051008 GOOD             USPSQD
 BG2643
 BG2643                          STATION DESCRIPTION
 BG2643
 BG2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG2643'AT BAY MINETTE.
 BG2643'AT BAY MINETTE, ABOUT 0.25 MILE EAST ALONG NEW PORT PARKWAY
 BG2643'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION, AT CROSSING
 BG2643'OF THE L. AND N. RR LEADING SOUTH TO STAPLETON, 22 1/2 FEET
 BG2643'NORTH OF CENTER LINE OF NEWPORT PARKWAY, 86 FEET WEST OF
 BG2643'THE EXTENDED CENTER LINE OF TOWNSEND AVENUE, 87 1/2 FEET
 BG2643'EAST-NORTHEAST OF CENTER OF CROSSING OF NEWPORT PARKWAY AND THE
 BG2643'EAST ONE OF THREE TRACKS, 1 FOOT SOUTH OF A STEEL FENCE AROUND
 BG2643'NEWPORT TURPENTINE DISTILLERY, 43 FEET EAST OF SOUTHWEST FENCE
 BG2643'CORNER AROUND DISTILLERY, 2 FEET WEST OF A WHITE WOODEN WITNESS
 BG2643'POST, ABOUT LEVEL WITH STREETS AND SET IN THE TOP OF A CONCRETE
 BG2643'POST PROJECTING 3 INCHES.
 BG2643
 BG2643                          STATION RECOVERY (2003)
 BG2643
 BG2643'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2643'THE WITNESS POST IS MISSING.THE NEWPORT TURPENTINE DISTILLERY IS NOW
 BG2643'THE PLASMINE TECHNOLOGY INC. IS LOCATED AT 251 NEWPORT PARKWAY.
 BG2643
 BG2643                          STATION RECOVERY (2005)
 BG2643
 BG2643'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 BG2643'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0242 ***********************************************************************
 CN0242  DESIGNATION -  B 41
 CN0242  PID         -  CN0242
 CN0242  STATE/COUNTY-  AL/ELMORE
 CN0242  USGS QUAD   -  ECLECTIC (1984)
 CN0242
 CN0242                         *CURRENT SURVEY CONTROL
 CN0242  ___________________________________________________________________
 CN0242* NAD 83(1986)-  32 42 37.     (N)    086 06 03.     (W)     SCALED    
 CN0242* NAVD 88     -       205.483  (meters)     674.16   (feet)  ADJUSTED  
 CN0242  ___________________________________________________________________
 CN0242  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN0242  DYNAMIC HT  -         205.242 (meters)     673.36  (feet)  COMP
 CN0242  MODELED GRAV-     979,458.5   (mgal)                       NAVD 88
 CN0242
 CN0242  VERT ORDER  -  SECOND    CLASS 0
 CN0242
 CN0242.The horizontal coordinates were scaled from a topographic map and have
 CN0242.an estimated accuracy of +/- 6 seconds.
 CN0242
 CN0242.The orthometric height was determined by differential leveling
 CN0242.and adjusted by the National Geodetic Survey in June 1991..
 CN0242
 CN0242.The geoid height was determined by GEOID03.
 CN0242
 CN0242.The dynamic height is computed by dividing the NAVD 88
 CN0242.geopotential number by the normal gravity value computed on the
 CN0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0242.degrees latitude (g = 980.6199 gals.).
 CN0242
 CN0242.The modeled gravity was interpolated from observed gravity values.
 CN0242
 CN0242;                    North         East    Units  Estimated Accuracy
 CN0242;SPC AL E     -   245,100.      174,920.      MT  (+/- 180 meters Scaled)
 CN0242
 CN0242                          SUPERSEDED SURVEY CONTROL
 CN0242
 CN0242  NGVD 29 (??/??/92)  205.463  (m)          674.09   (f) ADJ UNCH    2 0
 CN0242
 CN0242.Superseded values are not recommended for survey control.
 CN0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0242.See file dsdata.txt to determine how the superseded data were derived.
 CN0242
 CN0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB842195(NAD 83)
 CN0242_MARKER: DB = BENCH MARK DISK
 CN0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0242_STAMPING: B 41 1934
 CN0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0242+STABILITY: SURFACE MOTION
 CN0242
 CN0242  HISTORY     - Date     Condition        Report By
 CN0242  HISTORY     - 1934     MONUMENTED       CGS
 CN0242  HISTORY     - 1949     GOOD             NGS
 CN0242  HISTORY     - 1957     MARK NOT FOUND   NGS
 CN0242
 CN0242                          STATION DESCRIPTION
 CN0242
 CN0242'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0242'2.0 MI N FROM CENTRAL.
 CN0242'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 CN0242'CENTRAL, ABOUT 2.0 MILES SOUTH OF THE CHURCH AND CEMETERY AT SEMAN, AT
 CN0242'THE JUNCTION OF A ROAD NORTHEAST AND A DIM ROAD NORTH, 369 FEET
 CN0242'NORTHWEST OF THE CENTER OF THE JUNCTION OF A ROAD WEST, 44 FEET NORTH
 CN0242'OF THE CENTER OF THE JUNCTION WITH THE ROAD NORTHEAST, 39 FEET
 CN0242'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET NORTHWEST OF THE
 CN0242'CENTER LINE OF THE ROAD NORTHEAST, 20 FEET WEST OF THE CENTER LINE OF
 CN0242'THE DIM ROAD NORTH, 23 1/2 FEET WEST-NORTHWEST OF A STOP SIGN POST, 19
 CN0242'1/2 FEET NORTH OF THE NORTHWEST END OF A 12-INCH CONCRETE PIPE CULVERT
 CN0242'UNDER ROAD NORTHEAST, 25 FEET SOUTHEAST OF A TELEPHONE POLE, 1 FOOT
 CN0242'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND
 CN0242'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CN0242
 CN0242                          STATION RECOVERY (1957)
 CN0242
 CN0242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 CN0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1394 ***********************************************************************
 BU1394  DESIGNATION -  B 410
 BU1394  PID         -  BU1394
 BU1394  STATE/COUNTY-  AL/ESCAMBIA
 BU1394  USGS QUAD   -  ATMORE (1986)
 BU1394
 BU1394                         *CURRENT SURVEY CONTROL
 BU1394  ___________________________________________________________________
 BU1394* NAD 83(1986)-  31 01 30.     (N)    087 29 37.     (W)     SCALED    
 BU1394* NAVD 88     -        87.490  (meters)     287.04   (feet)  ADJUSTED  
 BU1394  ___________________________________________________________________
 BU1394  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BU1394  DYNAMIC HT  -          87.378 (meters)     286.67  (feet)  COMP
 BU1394  MODELED GRAV-     979,361.7   (mgal)                       NAVD 88
 BU1394
 BU1394  VERT ORDER  -  FIRST     CLASS II
 BU1394
 BU1394.The horizontal coordinates were scaled from a topographic map and have
 BU1394.an estimated accuracy of +/- 6 seconds.
 BU1394
 BU1394.The orthometric height was determined by differential leveling
 BU1394.and adjusted by the National Geodetic Survey in June 1991..
 BU1394
 BU1394.The geoid height was determined by GEOID03.
 BU1394
 BU1394.The dynamic height is computed by dividing the NAVD 88
 BU1394.geopotential number by the normal gravity value computed on the
 BU1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1394.degrees latitude (g = 980.6199 gals.).
 BU1394
 BU1394.The modeled gravity was interpolated from observed gravity values.
 BU1394
 BU1394;                    North         East    Units  Estimated Accuracy
 BU1394;SPC AL W     -   113,630.      600,610.      MT  (+/- 180 meters Scaled)
 BU1394
 BU1394                          SUPERSEDED SURVEY CONTROL
 BU1394
 BU1394  NGVD 29 (??/??/92)   87.462  (m)          286.95   (f) ADJ UNCH    1 2
 BU1394
 BU1394.Superseded values are not recommended for survey control.
 BU1394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1394.See file dsdata.txt to determine how the superseded data were derived.
 BU1394
 BU1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV528324(NAD 83)
 BU1394_MARKER: DB = BENCH MARK DISK
 BU1394_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU1394_SP_SET: BUILDING
 BU1394_STAMPING: B 410 1955
 BU1394_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU1394
 BU1394  HISTORY     - Date     Condition        Report By
 BU1394  HISTORY     - 1955     MONUMENTED       CGS
 BU1394
 BU1394                          STATION DESCRIPTION
 BU1394
 BU1394'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BU1394'IN ATMORE.
 BU1394'AT ATMORE, ABOUT 65 YARDS NORTH ALONG MAIN STREET FROM THE LOUISVILLE
 BU1394'AND NASHVILLE RAILROAD TRACK, AT THE POST OFFICE, SET VERTICALLY IN
 BU1394'THE WEST FACE OF BRICK POST OFFICE BUILDING, 27 FEET EAST OF EAST CURB
 BU1394'OF MAIN STREET, 1 FOOT NORTH OF SOUTHWEST CORNER OF BUILDING AND 1.8
 BU1394'FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0782 ***********************************************************************
 CN0782  DESIGNATION -  B 42
 CN0782  PID         -  CN0782
 CN0782  STATE/COUNTY-  AL/AUTAUGA
 CN0782  USGS QUAD   -  FORESTER (1981)
 CN0782
 CN0782                         *CURRENT SURVEY CONTROL
 CN0782  ___________________________________________________________________
 CN0782* NAD 83(1986)-  32 29 52.     (N)    086 33 23.     (W)     SCALED    
 CN0782* NAVD 88     -        78.693  (meters)     258.18   (feet)  ADJUSTED  
 CN0782  ___________________________________________________________________
 CN0782  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CN0782  DYNAMIC HT  -          78.603 (meters)     257.88  (feet)  COMP
 CN0782  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 CN0782
 CN0782  VERT ORDER  -  SECOND    CLASS 0
 CN0782
 CN0782.The horizontal coordinates were scaled from a topographic map and have
 CN0782.an estimated accuracy of +/- 6 seconds.
 CN0782
 CN0782.The orthometric height was determined by differential leveling
 CN0782.and adjusted by the National Geodetic Survey in June 1991..
 CN0782
 CN0782.The geoid height was determined by GEOID03.
 CN0782
 CN0782.The dynamic height is computed by dividing the NAVD 88
 CN0782.geopotential number by the normal gravity value computed on the
 CN0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0782.degrees latitude (g = 980.6199 gals.).
 CN0782
 CN0782.The modeled gravity was interpolated from observed gravity values.
 CN0782
 CN0782;                    North         East    Units  Estimated Accuracy
 CN0782;SPC AL W     -   277,310.      688,680.      MT  (+/- 180 meters Scaled)
 CN0782
 CN0782                          SUPERSEDED SURVEY CONTROL
 CN0782
 CN0782  NGVD 29 (??/??/92)   78.669  (m)          258.10   (f) ADJ UNCH    2 0
 CN0782
 CN0782.Superseded values are not recommended for survey control.
 CN0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0782.See file dsdata.txt to determine how the superseded data were derived.
 CN0782
 CN0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA416956(NAD 83)
 CN0782_MARKER: DB = BENCH MARK DISK
 CN0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0782_STAMPING: B 42 1934
 CN0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0782+STABILITY: SURFACE MOTION
 CN0782
 CN0782  HISTORY     - Date     Condition        Report By
 CN0782  HISTORY     - 1934     MONUMENTED       CGS
 CN0782  HISTORY     - 1949     GOOD             NGS
 CN0782  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0782
 CN0782                          STATION DESCRIPTION
 CN0782
 CN0782'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0782'1.0 MI SE FROM BOOTH.
 CN0782'ABOUT 1.0 MILE SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 CN0782'THE STATION AT BOOTH, AT AN OLD ABANDONED ROAD CROSSING, ABOUT 0.15
 CN0782'MILE EAST OF MILE POST 162, 113 1/2 FEET EAST-SOUTHEAST AND ACROSS THE
 CN0782'TRACK FROM A SIGN STATION ONE MILE, 59 1/2 FEET EAST-SOUTHEAST OF THE
 CN0782'SOUTHEAST CORNER OF TRESTLE NO. B 162-13, 29.7 FEET SOUTH OF THE SOUTH
 CN0782'RAIL OF THE TRACK, 18 FEET NORTH OF A FENCE LINE, 2 1/2 FEET BELOW THE
 CN0782'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CN0782
 CN0782                          STATION RECOVERY (1975)
 CN0782
 CN0782'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0782'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0235 ***********************************************************************
 BU0235  DESIGNATION -  B 421
 BU0235  PID         -  BU0235
 BU0235  STATE/COUNTY-  AL/COVINGTON
 BU0235  USGS QUAD   -  FLORALA (1984)
 BU0235
 BU0235                         *CURRENT SURVEY CONTROL
 BU0235  ___________________________________________________________________
 BU0235* NAD 83(1986)-  31 00 34.     (N)    086 20 46.     (W)     SCALED    
 BU0235* NAVD 88     -        83.464  (meters)     273.83   (feet)  ADJUSTED  
 BU0235  ___________________________________________________________________
 BU0235  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BU0235  DYNAMIC HT  -          83.360 (meters)     273.49  (feet)  COMP
 BU0235  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 BU0235
 BU0235  VERT ORDER  -  FIRST     CLASS I
 BU0235
 BU0235.The horizontal coordinates were scaled from a topographic map and have
 BU0235.an estimated accuracy of +/- 6 seconds.
 BU0235
 BU0235.The orthometric height was determined by differential leveling
 BU0235.and adjusted by the National Geodetic Survey in June 1991..
 BU0235
 BU0235.The geoid height was determined by GEOID03.
 BU0235
 BU0235.The dynamic height is computed by dividing the NAVD 88
 BU0235.geopotential number by the normal gravity value computed on the
 BU0235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0235.degrees latitude (g = 980.6199 gals.).
 BU0235
 BU0235.The modeled gravity was interpolated from observed gravity values.
 BU0235
 BU0235;                    North         East    Units  Estimated Accuracy
 BU0235;SPC AL E     -    56,590.      151,030.      MT  (+/- 180 meters Scaled)
 BU0235
 BU0235                          SUPERSEDED SURVEY CONTROL
 BU0235
 BU0235  NGVD 29 (??/??/92)   83.500  (m)          273.95   (f) ADJ UNCH    1 1
 BU0235
 BU0235.Superseded values are not recommended for survey control.
 BU0235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0235.See file dsdata.txt to determine how the superseded data were derived.
 BU0235
 BU0235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV624308(NAD 83)
 BU0235_MARKER: DB = BENCH MARK DISK
 BU0235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0235_STAMPING: B 421 1967
 BU0235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0235+STABILITY: SURFACE MOTION
 BU0235
 BU0235  HISTORY     - Date     Condition        Report By
 BU0235  HISTORY     - 1967     MONUMENTED       CGS
 BU0235  HISTORY     - 1968     GOOD             NGS
 BU0235
 BU0235                          STATION DESCRIPTION
 BU0235
 BU0235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0235'IN LOCKHART.
 BU0235'AT LOCKHART, 0.2 MILE EAST ALONG STATE HIGHWAY 55 FROM THE CROSSING OF
 BU0235'THE LOUIVILLE AND NASHVILLE RAILROAD, ABOUT 1.15 MILES WEST OF THE
 BU0235'POST OFFICE AT FLORALA, SET IN THE TOP OF THE SOUTH END OF THE WEST
 BU0235'ABUTMENT OF A 105-FOOT CONCRETE BRIDGE OVER POND CREEK, 16 FEET SOUTH
 BU0235'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT ABOVE THE LEVEL OF
 BU0235'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0282 ***********************************************************************
 BU0282  DESIGNATION -  B 422
 BU0282  PID         -  BU0282
 BU0282  STATE/COUNTY-  AL/COVINGTON
 BU0282  USGS QUAD   -  ANDALUSIA (1986)
 BU0282
 BU0282                         *CURRENT SURVEY CONTROL
 BU0282  ___________________________________________________________________
 BU0282* NAD 83(1992)-  31 18 10.31015(N)    086 23 38.50431(W)     ADJUSTED  
 BU0282* NAVD 88     -        96.335  (meters)     316.06   (feet)  ADJUSTED  
 BU0282  ___________________________________________________________________
 BU0282  X           -     343,069.520 (meters)                     COMP
 BU0282  Y           -  -5,443,880.677 (meters)                     COMP
 BU0282  Z           -   3,294,666.707 (meters)                     COMP
 BU0282  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BU0282  ELLIP HEIGHT-          69.45  (meters)          (10/06/03) GPS OBS
 BU0282  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BU0282  DYNAMIC HT  -          96.217 (meters)     315.67  (feet)  COMP
 BU0282  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 BU0282
 BU0282  HORZ ORDER  -  FIRST
 BU0282  VERT ORDER  -  FIRST     CLASS I
 BU0282  ELLP ORDER  -  FOURTH    CLASS I
 BU0282
 BU0282.The horizontal coordinates were established by GPS observations
 BU0282.and adjusted by the National Geodetic Survey in October 2003..
 BU0282
 BU0282.The orthometric height was determined by differential leveling
 BU0282.and adjusted by the National Geodetic Survey in June 1991..
 BU0282
 BU0282.Photographs are available for this station.
 BU0282
 BU0282.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU0282
 BU0282.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0282
 BU0282.The ellipsoidal height was determined by GPS observations
 BU0282.and is referenced to NAD 83.
 BU0282
 BU0282.The geoid height was determined by GEOID03.
 BU0282
 BU0282.The dynamic height is computed by dividing the NAVD 88
 BU0282.geopotential number by the normal gravity value computed on the
 BU0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0282.degrees latitude (g = 980.6199 gals.).
 BU0282
 BU0282.The modeled gravity was interpolated from observed gravity values.
 BU0282
 BU0282;                    North         East     Units Scale Factor Converg.
 BU0282;SPC AL E     -    89,143.880   146,622.904   MT  0.99999513   -0 17 28.8
 BU0282;UTM  16      - 3,463,326.096   557,666.525   MT  0.99964102   +0 18 53.5
 BU0282
 BU0282!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0282!SPC AL E     -   0.99998909  x   0.99999513  =   0.99998422
 BU0282!UTM  16      -   0.99998909  x   0.99964102  =   0.99963012
 BU0282
 BU0282:                Primary Azimuth Mark                     Grid Az
 BU0282:SPC AL E     -  ANDAPORT                                 022 10 08.6
 BU0282:UTM  16      -  ANDAPORT                                 021 33 46.3
 BU0282
 BU0282|---------------------------------------------------------------------|
 BU0282| PID    Reference Object                     Distance      Geod. Az  |
 BU0282|                                                           dddmmss.s |
 BU0282| BU1972 ANDAPORT                            APPROX. 0.6 KM 0215239.8 |
 BU0282|---------------------------------------------------------------------|
 BU0282
 BU0282                          SUPERSEDED SURVEY CONTROL
 BU0282
 BU0282  NAD 83(1992)-  31 18 10.31003(N)    086 23 38.50297(W) AD(       ) 1
 BU0282  ELLIP H (12/04/92)   69.49   (m)                       GP(       ) 4 1
 BU0282  NAD 83(1986)-  31 18 10.32436(N)    086 23 38.51350(W) AD(       ) 3
 BU0282  NAD 27      -  31 18 09.71635(N)    086 23 38.67947(W) AD(       ) 3
 BU0282  NAVD 88 (10/06/03)   96.33   (m)          316.0    (f) LEVELING    3  
 BU0282  NGVD 29 (??/??/92)   96.367  (m)          316.16   (f) ADJ UNCH    1 1
 BU0282
 BU0282.Superseded values are not recommended for survey control.
 BU0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0282.See file dsdata.txt to determine how the superseded data were derived.
 BU0282
 BU0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5766763326(NAD 83)
 BU0282_MARKER: DB = BENCH MARK DISK
 BU0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0282_SP_SET: CONCRETE POST
 BU0282_STAMPING: B 422 1967
 BU0282_MARK LOGO: CGS   
 BU0282_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0282+STABILITY: SURFACE MOTION
 BU0282_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU0282+SATELLITE: SATELLITE OBSERVATIONS - May 30, 2003
 BU0282
 BU0282  HISTORY     - Date     Condition        Report By
 BU0282  HISTORY     - 1967     MONUMENTED       CGS
 BU0282  HISTORY     - 1968     GOOD             NGS
 BU0282  HISTORY     - 19870513 GOOD             NGS
 BU0282  HISTORY     - 19900415 GOOD             ALHD
 BU0282  HISTORY     - 19910116 GOOD
 BU0282  HISTORY     - 20030530 GOOD             NGS
 BU0282
 BU0282                          STATION DESCRIPTION
 BU0282
 BU0282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0282'IN SANFORD.
 BU0282'AT SANFORD, 0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE CROSSING
 BU0282'OF THE LOUISVILLE AND NASHVILLE RAILROAD, 213 FEET SOUTHEAST OF THE
 BU0282'CENTER OF THE JUNCTION OF A DRIVE LEADING NORTH TO THE ANDALUSIA
 BU0282'MUNICIPAL AIRPORT, 101 FEET NORTHWEST OF THE CENTER LINE OF A DRIVE
 BU0282'LEADING SOUTHWEST TO A ONE STORY HOUSE THAT IS PART BRICK AND PART
 BU0282'CONCRETE BLOCK, 40 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1
 BU0282'1/2 FEET NORTHWEST OF A HIGHWAY RIGHT-OF-WAY POST, 1 FOOT NORTHEAST OF
 BU0282'A FENCE LINE, 1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 4 FEET
 BU0282'BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU0282'PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 BU0282
 BU0282                          STATION RECOVERY (1987)
 BU0282
 BU0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BU0282'AT SANFORD, 0.8 KM (0.5 MI) NORTHWEST ALONG U.S. HIGHWAY 84 FROM
 BU0282'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD, 64.9 METERS
 BU0282'(213 FT) SOUTHEAST OF THE CENTER OF THE JUNCTION OF A DRIVE LEADING
 BU0282'NORTH TO THE ANDALUSIA AIRPORT, 30.8 METERS (101 FT) NORTHWEST OF THE
 BU0282'CENTER LINE OF A DRIVE LEADING SOUTHWEST TO A ONE STORY HOUSE THAT IS
 BU0282'PART BRICK AND PART CONCRETE BLOCK, 12.2 METERS (40 FT) SOUTHWEST OF
 BU0282'THE CENTER LINE OF THE HIGHWAY, 0.45 METER (1.5 FT) NORTHWEST OF A
 BU0282'HIGHWAY RIGHT-OF-WAY POST, 0.4 METER (1.3 FT) SOUTHEAST OF A METAL
 BU0282'WITNESS POST, 0.3 METER (1 FT) NORTHEAST OF A FENCE LINE AND ABOUT
 BU0282'4 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BU0282'POST PROJECTING 5 INCHES ABOVE THE GROUND.
 BU0282
 BU0282                          STATION RECOVERY (1990)
 BU0282
 BU0282'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU0282'THE STATION IS LOCATED IN CONINGTON COUNTY ON THE SOUTH RIGHT OF WAY
 BU0282'OF U. S. 84 IN SANFORD.
 BU0282'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND U. S. 84 IN
 BU0282'ANDALUSIA, DRIVE EAST ON U. S. 84 4.40 MI (7.08 KM) TO THE STATION ON
 BU0282'THE RIGHT.
 BU0282'THE STATION IS 64.9 M (212.9 FT) SOUTHEAST OF THE CENTER OF THE
 BU0282'JUNCTION OF A DRIVE LEADING NORTH TO THE ANDALUSIA AIRPORT, 30.8 M
 BU0282'(101.0 FT) NORTHWEST OF  THE CENTER OF A DRIVE LEADING SOUTHWEST TO A
 BU0282'ONE STORY HOUSE THAT IS PART BRICK AND PART CONCRETE BLOCK, 12.2 M
 BU0282'(40.0 FT) SOUTHWEST OF THE CENTERLINE OF U. S. 84, 0.45 M (1.48 FT)
 BU0282'NORTHWEST OF A HIGHWAY RIGHT OF WAY POST, 0.4 M (1.3 FT) SOUTHEAST OF
 BU0282'A METAL WITNESS POST AND SIGN, 0.3 M (1.0 FT) NORTHEAST OF A FENCE
 BU0282'LINE, ABOUT 4 FEET BELOW THE LEVEL OF THE HIGHWAY, AND SET IN THE TOP
 BU0282'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
 BU0282'STATION ANDAPORT 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU0282
 BU0282                          STATION RECOVERY (1991)
 BU0282
 BU0282'RECOVERED 1991
 BU0282'RECOVERED IN GOOD CONDITION.
 BU0282
 BU0282                          STATION RECOVERY (2003)
 BU0282
 BU0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2003 (AJL)
 BU0282'RECOVERED AS DESCRIBED
 BU0282'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0388 ***********************************************************************
 CN0388  DESIGNATION -  B 423
 CN0388  PID         -  CN0388
 CN0388  STATE/COUNTY-  AL/MONTGOMERY
 CN0388  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0388
 CN0388                         *CURRENT SURVEY CONTROL
 CN0388  ___________________________________________________________________
 CN0388* NAD 83(1986)-  32 16 14.     (N)    086 18 27.     (W)     SCALED    
 CN0388* NAVD 88     -        64.582  (meters)     211.88   (feet)  ADJUSTED  
 CN0388  ___________________________________________________________________
 CN0388  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CN0388  DYNAMIC HT  -          64.508 (meters)     211.64  (feet)  COMP
 CN0388  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 CN0388
 CN0388  VERT ORDER  -  FIRST     CLASS I
 CN0388
 CN0388.The horizontal coordinates were scaled from a topographic map and have
 CN0388.an estimated accuracy of +/- 6 seconds.
 CN0388
 CN0388.The orthometric height was determined by differential leveling
 CN0388.and adjusted by the National Geodetic Survey in June 1991..
 CN0388
 CN0388.The geoid height was determined by GEOID03.
 CN0388
 CN0388.The dynamic height is computed by dividing the NAVD 88
 CN0388.geopotential number by the normal gravity value computed on the
 CN0388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0388.degrees latitude (g = 980.6199 gals.).
 CN0388
 CN0388.The modeled gravity was interpolated from observed gravity values.
 CN0388
 CN0388;                    North         East    Units  Estimated Accuracy
 CN0388;SPC AL E     -   196,400.      155,330.      MT  (+/- 180 meters Scaled)
 CN0388
 CN0388                          SUPERSEDED SURVEY CONTROL
 CN0388
 CN0388  NGVD 29 (??/??/92)   64.565  (m)          211.83   (f) ADJ UNCH    1 1
 CN0388
 CN0388.Superseded values are not recommended for survey control.
 CN0388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0388.See file dsdata.txt to determine how the superseded data were derived.
 CN0388
 CN0388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA652706(NAD 83)
 CN0388_MARKER: DB = BENCH MARK DISK
 CN0388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0388_STAMPING: B 423 1967
 CN0388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0388+STABILITY: SURFACE MOTION
 CN0388
 CN0388  HISTORY     - Date     Condition        Report By
 CN0388  HISTORY     - 1967     MONUMENTED       CGS
 CN0388
 CN0388                          STATION DESCRIPTION
 CN0388
 CN0388'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0388'2.15 MI N FROM SNOWDOUN.
 CN0388'ABOUT 2.15 MILES NORTH ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 CN0388'CROSSING OF BUTLER MILL ROAD AT SNOWDOUN, ABOUT 0.5 MILE SOUTH OF THE
 CN0388'CROSSING OF TEAGUE ROAD, 63 RAILS SOUTH OF MILEPOST N 894, AT A
 CN0388'PRIVATE FARM ROAD CROSSING OF THE HALL BROTHER FARM, 38 FEET SOUTHWEST
 CN0388'OF THE CENTER OF THE ROAD CROSSING THE TRACK, 27.4 FEET WEST OF THE
 CN0388'WEST RAIL OF THE TRACK, 19 FEET SOUTH OF A GATE POST, 1 FOOT EAST OF A
 CN0388'FENCE LINE, 2 FEET NORTH OF A METAL WITNESS POST, 5 FEET BELOW THE
 CN0388'LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CN0388'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0060 ***********************************************************************
 BU0060  DESIGNATION -  B 424
 BU0060  PID         -  BU0060
 BU0060  STATE/COUNTY-  AL/PIKE
 BU0060  USGS QUAD   -  YOUNGBLOOD (1981)
 BU0060
 BU0060                         *CURRENT SURVEY CONTROL
 BU0060  ___________________________________________________________________
 BU0060* NAD 83(1986)-  31 49 26.     (N)    086 02 50.     (W)     SCALED    
 BU0060* NAVD 88     -        98.004  (meters)     321.53   (feet)  ADJUSTED  
 BU0060  ___________________________________________________________________
 BU0060  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BU0060  DYNAMIC HT  -          97.889 (meters)     321.16  (feet)  COMP
 BU0060  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 BU0060
 BU0060  VERT ORDER  -  FIRST     CLASS I
 BU0060
 BU0060.The horizontal coordinates were scaled from a topographic map and have
 BU0060.an estimated accuracy of +/- 6 seconds.
 BU0060
 BU0060.The orthometric height was determined by differential leveling
 BU0060.and adjusted by the National Geodetic Survey in June 1991..
 BU0060
 BU0060.The geoid height was determined by GEOID03.
 BU0060
 BU0060.The dynamic height is computed by dividing the NAVD 88
 BU0060.geopotential number by the normal gravity value computed on the
 BU0060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0060.degrees latitude (g = 980.6199 gals.).
 BU0060
 BU0060.The modeled gravity was interpolated from observed gravity values.
 BU0060
 BU0060;                    North         East    Units  Estimated Accuracy
 BU0060;SPC AL E     -   146,800.      179,750.      MT  (+/- 180 meters Scaled)
 BU0060
 BU0060                          SUPERSEDED SURVEY CONTROL
 BU0060
 BU0060  NGVD 29 (??/??/92)   97.986  (m)          321.48   (f) ADJ UNCH    1 1
 BU0060
 BU0060.Superseded values are not recommended for survey control.
 BU0060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0060.See file dsdata.txt to determine how the superseded data were derived.
 BU0060
 BU0060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA901213(NAD 83)
 BU0060_MARKER: DB = BENCH MARK DISK
 BU0060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0060_STAMPING: B 424 1967
 BU0060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0060+STABILITY: SURFACE MOTION
 BU0060
 BU0060  HISTORY     - Date     Condition        Report By
 BU0060  HISTORY     - 1967     MONUMENTED       CGS
 BU0060  HISTORY     - 1968     GOOD             NGS
 BU0060
 BU0060                          STATION DESCRIPTION
 BU0060
 BU0060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0060'5.0 MI NW FROM TROY.
 BU0060'5.0 MILES NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BU0060'STATION AT TROY, ABOUT 2.1 MILES SOUTHEAST OF THE CROSSING OF A BLACK
 BU0060'TOPPED ROAD AT YOUNGBLOOD, AT A PRIVATE DIRT TRAIL CROSSING, 207 FEET
 BU0060'NORTH OF AND ACROSS THE TRACK FROM MILEPOST N 856, 94 FEET NORTHEAST
 BU0060'OF THE NORTHEAST RAIL, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BU0060'TRAIL, 1 FOOT SOUTHWEST OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET
 BU0060'NORTHWEST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE
 BU0060'TRACK, SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE
 BU0060'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0370 ***********************************************************************
 CN0370  DESIGNATION -  B 425
 CN0370  PID         -  CN0370
 CN0370  STATE/COUNTY-  AL/MONTGOMERY
 CN0370  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0370
 CN0370                         *CURRENT SURVEY CONTROL
 CN0370  ___________________________________________________________________
 CN0370* NAD 83(1986)-  32 22 33.     (N)    086 19 34.     (W)     SCALED    
 CN0370* NAVD 88     -        55.843  (meters)     183.21   (feet)  ADJUSTED  
 CN0370  ___________________________________________________________________
 CN0370  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CN0370  DYNAMIC HT  -          55.780 (meters)     183.00  (feet)  COMP
 CN0370  MODELED GRAV-     979,498.1   (mgal)                       NAVD 88
 CN0370
 CN0370  VERT ORDER  -  FIRST     CLASS I
 CN0370
 CN0370.The horizontal coordinates were scaled from a topographic map and have
 CN0370.an estimated accuracy of +/- 6 seconds.
 CN0370
 CN0370.The orthometric height was determined by differential leveling
 CN0370.and adjusted by the National Geodetic Survey in June 1991..
 CN0370
 CN0370.The geoid height was determined by GEOID03.
 CN0370
 CN0370.The dynamic height is computed by dividing the NAVD 88
 CN0370.geopotential number by the normal gravity value computed on the
 CN0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0370.degrees latitude (g = 980.6199 gals.).
 CN0370
 CN0370.The modeled gravity was interpolated from observed gravity values.
 CN0370
 CN0370;                    North         East    Units  Estimated Accuracy
 CN0370;SPC AL E     -   208,090.      153,630.      MT  (+/- 180 meters Scaled)
 CN0370
 CN0370                          SUPERSEDED SURVEY CONTROL
 CN0370
 CN0370  NGVD 29 (??/??/??)   55.829  (m)          183.17   (f) ADJUSTED    1 1
 CN0370
 CN0370.Superseded values are not recommended for survey control.
 CN0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0370.See file dsdata.txt to determine how the superseded data were derived.
 CN0370
 CN0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA633822(NAD 83)
 CN0370_MARKER: DB = BENCH MARK DISK
 CN0370_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN0370_SP_SET: 38 FEET
 CN0370_STAMPING: B 425 1967
 CN0370_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0370
 CN0370  HISTORY     - Date     Condition        Report By
 CN0370  HISTORY     - 1967     MONUMENTED       CGS
 CN0370  HISTORY     - 1968     GOOD             NGS
 CN0370
 CN0370                          STATION DESCRIPTION
 CN0370
 CN0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0370'0.85 MI SW FROM MONTGOMERY.
 CN0370'ABOUT 0.85 MILES SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 CN0370'THE UNION STATION AT MONTGOMERY, ABOUT 0.15 MILE SOUTHWEST OF THE BELL
 CN0370'STREET OVERPASS OVER THE TRACKS, 198 FEET NORTHEAST OF AND ACROSS THE
 CN0370'WESTERN RAILWAY OF ALABAMA, THE GULF, MOBILE AND OHIO RAILROAD FROM
 CN0370'THE LOUISVILLE AND NASHVILLE RAILROAD MILEPOST 489, 171 FEET SOUTHWEST
 CN0370'OF THE WEST CORNER OF THE GULF, MOBILE AND OHIO RAILROAD CONTROL
 CN0370'TOWER, 84.5 FEET NORTHWEST OF AND ACROSS THE LOUISVILLE AND NASHVILLE
 CN0370'RAILROAD, WESTERN RAILWAY OF ALABAMA AND G, M AND 3 RR FROM THE
 CN0370'NORTHWEST RAIL OF THE SEABOARD COAST LINE MAIN TRACK, 15 FEET
 CN0370'SOUTHEAST OF THE SOUTHEAST RAIL OF A TRACK LEADING WEST TO A
 CN0370'WAREHOUSE, 2 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 32 FEET NORTHWEST
 CN0370'OF THE NORTHWEST RAIL OF THE MAIN TRACK OF THE GM AND O RR, 2 FEET
 CN0370'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A
 CN0370'DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 CN0370'PROTECTED BY A 6 INCH METAL PIPE WHICH IS FLUSH WITH THE GROUND. THE
 CN0370'ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 38 FEET.
 CN0370
 CN0370                          STATION RECOVERY (1968)
 CN0370
 CN0370'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CN0370'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0005 ***********************************************************************
 BU0005  DESIGNATION -  B 426
 BU0005  PID         -  BU0005
 BU0005  STATE/COUNTY-  AL/CRENSHAW
 BU0005  USGS QUAD   -  BRANTLEY (1971)
 BU0005
 BU0005                         *CURRENT SURVEY CONTROL
 BU0005  ___________________________________________________________________
 BU0005* NAD 83(1986)-  31 32 04.     (N)    086 19 23.     (W)     SCALED    
 BU0005* NAVD 88     -        74.402  (meters)     244.10   (feet)  ADJUSTED  
 BU0005  ___________________________________________________________________
 BU0005  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BU0005  DYNAMIC HT  -          74.311 (meters)     243.80  (feet)  COMP
 BU0005  MODELED GRAV-     979,425.2   (mgal)                       NAVD 88
 BU0005
 BU0005  VERT ORDER  -  FIRST     CLASS I
 BU0005
 BU0005.The horizontal coordinates were scaled from a topographic map and have
 BU0005.an estimated accuracy of +/- 6 seconds.
 BU0005
 BU0005.The orthometric height was determined by differential leveling
 BU0005.and adjusted by the National Geodetic Survey in June 1991..
 BU0005
 BU0005.The geoid height was determined by GEOID03.
 BU0005
 BU0005.The dynamic height is computed by dividing the NAVD 88
 BU0005.geopotential number by the normal gravity value computed on the
 BU0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0005.degrees latitude (g = 980.6199 gals.).
 BU0005
 BU0005.The modeled gravity was interpolated from observed gravity values.
 BU0005
 BU0005;                    North         East    Units  Estimated Accuracy
 BU0005;SPC AL E     -   114,790.      153,490.      MT  (+/- 180 meters Scaled)
 BU0005
 BU0005                          SUPERSEDED SURVEY CONTROL
 BU0005
 BU0005  NGVD 29 (??/??/92)   74.408  (m)          244.12   (f) ADJ UNCH    1 1
 BU0005
 BU0005.Superseded values are not recommended for survey control.
 BU0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0005.See file dsdata.txt to determine how the superseded data were derived.
 BU0005
 BU0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV642890(NAD 83)
 BU0005_MARKER: DB = BENCH MARK DISK
 BU0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0005_SP_SET: ABUTMENT
 BU0005_STAMPING: B 426 1967
 BU0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0005_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0005+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU0005
 BU0005  HISTORY     - Date     Condition        Report By
 BU0005  HISTORY     - 1967     MONUMENTED       CGS
 BU0005  HISTORY     - 1968     GOOD             NGS
 BU0005  HISTORY     - 20040412 GOOD             ALHD
 BU0005
 BU0005                          STATION DESCRIPTION
 BU0005
 BU0005'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0005'3.9 MI NE FROM DOZIER.
 BU0005'3.9 MILES NORTHEAST ALONG U.S. HIGHWAY 29 FROM THE INTERSECTION OF
 BU0005'COUNTY ROAD 77 AT DOZIER, SET IN THE TOP OF THE SOUTHEAST END OF THE
 BU0005'NORTHEAST CONCRETE ABUTMENT OF A 120-FOOT BRIDGE OVER A CREEK, 14 FEET
 BU0005'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 BU0005'HIGHWAY.
 BU0005
 BU0005                          STATION RECOVERY (2004)
 BU0005
 BU0005'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU0005'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0332 ***********************************************************************
 CN0332  DESIGNATION -  B 427
 CN0332  PID         -  CN0332
 CN0332  STATE/COUNTY-  AL/MONTGOMERY
 CN0332  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0332
 CN0332                         *CURRENT SURVEY CONTROL
 CN0332  ___________________________________________________________________
 CN0332* NAD 83(1986)-  32 24 17.     (N)    086 18 25.     (W)     SCALED    
 CN0332* NAVD 88     -        49.430  (meters)     162.17   (feet)  ADJUSTED  
 CN0332  ___________________________________________________________________
 CN0332  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CN0332  DYNAMIC HT  -          49.374 (meters)     161.99  (feet)  COMP
 CN0332  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 CN0332
 CN0332  VERT ORDER  -  FIRST     CLASS I
 CN0332
 CN0332.The horizontal coordinates were scaled from a topographic map and have
 CN0332.an estimated accuracy of +/- 6 seconds.
 CN0332
 CN0332.The orthometric height was determined by differential leveling
 CN0332.and adjusted by the National Geodetic Survey in June 1991..
 CN0332
 CN0332.The geoid height was determined by GEOID03.
 CN0332
 CN0332.The dynamic height is computed by dividing the NAVD 88
 CN0332.geopotential number by the normal gravity value computed on the
 CN0332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0332.degrees latitude (g = 980.6199 gals.).
 CN0332
 CN0332.The modeled gravity was interpolated from observed gravity values.
 CN0332
 CN0332;                    North         East    Units  Estimated Accuracy
 CN0332;SPC AL E     -   211,280.      155,450.      MT  (+/- 180 meters Scaled)
 CN0332
 CN0332                          SUPERSEDED SURVEY CONTROL
 CN0332
 CN0332  NGVD 29 (??/??/92)   49.409  (m)          162.10   (f) ADJ UNCH    1 1
 CN0332
 CN0332.Superseded values are not recommended for survey control.
 CN0332.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0332.See file dsdata.txt to determine how the superseded data were derived.
 CN0332
 CN0332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA651855(NAD 83)
 CN0332_MARKER: DB = BENCH MARK DISK
 CN0332_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0332_SP_SET: CONCRETE FOUNDATION
 CN0332_STAMPING: B 427 1967
 CN0332_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0332
 CN0332  HISTORY     - Date     Condition        Report By
 CN0332  HISTORY     - 1967     MONUMENTED       CGS
 CN0332  HISTORY     - 1968     GOOD             NGS
 CN0332
 CN0332                          STATION DESCRIPTION
 CN0332
 CN0332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0332'1.3 MI N FROM MONTGOMERY.
 CN0332'ABOUT 1.3 MILES NORTH ALONG THE WESTERN RAILWAY OF ALABAMA FROM THE
 CN0332'CITY WATER WORKS BUILDING AT MONTGOMERY, ABOUT 0.2 MILE NORTH OF
 CN0332'MILEPOST 174, ABOUT 0.15 MILE NORTHEAST ALONG JACKSON FERRY ROAD FROM
 CN0332'THE JUNCTION OF NORTH COURT STREET, SET VERTICALLY IN THE EAST
 CN0332'CONCRETE FACE OF THE FOUNDATION FOR THE METAL WAREHOUSE OF THE STEGALL
 CN0332'SYLVEST SEED COMPANY, 60 FEET NORTHWEST OF AND ACROSS THE ROAD FROM
 CN0332'THE NORTHWEST RAIL, 2.1 FEET NORTH OF THE SOUTHEAST CORNER OF THE
 CN0332'BUILDING, 1.7 FEET ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL WITH
 CN0332'THE ROAD AND THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1077 ***********************************************************************
 CM1077  DESIGNATION -  B 428
 CM1077  PID         -  CM1077
 CM1077  STATE/COUNTY-  AL/MACON
 CM1077  USGS QUAD   -  SHORTER (1981)
 CM1077
 CM1077                         *CURRENT SURVEY CONTROL
 CM1077  ___________________________________________________________________
 CM1077* NAD 83(1986)-  32 24 55.     (N)    085 57 59.     (W)     SCALED    
 CM1077* NAVD 88     -        60.444  (meters)     198.31   (feet)  ADJUSTED  
 CM1077  ___________________________________________________________________
 CM1077  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CM1077  DYNAMIC HT  -          60.375 (meters)     198.08  (feet)  COMP
 CM1077  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CM1077  OBS GRAVITY -     979,487.3   (mgal)                       GRAV_OBS
 CM1077
 CM1077  VERT ORDER  -  FIRST     CLASS I
 CM1077
 CM1077.The horizontal coordinates were scaled from a topographic map and have
 CM1077.an estimated accuracy of +/- 6 seconds.
 CM1077
 CM1077.The orthometric height was determined by differential leveling
 CM1077.and adjusted by the National Geodetic Survey in June 1991..
 CM1077
 CM1077.The geoid height was determined by GEOID03.
 CM1077
 CM1077.The dynamic height is computed by dividing the NAVD 88
 CM1077.geopotential number by the normal gravity value computed on the
 CM1077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1077.degrees latitude (g = 980.6199 gals.).
 CM1077
 CM1077.The modeled gravity was interpolated from observed gravity values.
 CM1077.The observed gravity was obtained from relative gravimeter ties
 CM1077.to the IGSN71 gravity network.
 CM1077
 CM1077;                    North         East    Units  Estimated Accuracy
 CM1077;SPC AL E     -   212,360.      187,490.      MT  (+/- 180 meters Scaled)
 CM1077
 CM1077                          SUPERSEDED SURVEY CONTROL
 CM1077
 CM1077  NGVD 29 (??/??/92)   60.422  (m)          198.23   (f) ADJ UNCH    1 1
 CM1077
 CM1077.Superseded values are not recommended for survey control.
 CM1077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1077.See file dsdata.txt to determine how the superseded data were derived.
 CM1077
 CM1077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA971869(NAD 83)
 CM1077_MARKER: DB = BENCH MARK DISK
 CM1077_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CM1077_SP_SET: 16 FT
 CM1077_STAMPING: B 428 1967
 CM1077_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1077
 CM1077  HISTORY     - Date     Condition        Report By
 CM1077  HISTORY     - 1967     MONUMENTED       CGS
 CM1077  HISTORY     - 1968     GOOD             NGS
 CM1077  HISTORY     - 1971     GOOD             NGS
 CM1077  HISTORY     - 1982     GOOD             NGS
 CM1077
 CM1077                          STATION DESCRIPTION
 CM1077
 CM1077'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM1077'4.5 MI SW FROM MILSTEAD.
 CM1077'ABOUT 4.5 MILES SOUTHWEST ALONG THE WESTERN RAILWAY OF ALABAMA
 CM1077'FROM THE POST OFFICE AT MILSTEAD, ABOUT 0.1 MILE SOUTHWEST OF
 CM1077'MILEPOST 152 AND A GRAVELED ROAD CROSSING, 117 FEET SOUTH OF AND
 CM1077'ACROSS THE TRACK FROM A ROUND CONCRETE RAILWAY TELEPHONE BOOTH, 34
 CM1077'FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK, 2 1/2 FEET
 CM1077'SOUTHWEST OF A TELEGRAPH POLE AND IS IN LINE WITH THE POLES, 1.1
 CM1077'FEET NORTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL
 CM1077'OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD
 CM1077'PROJECTING 0.2 FOOT ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 CM1077'BY A 4-INCH METAL PIPE WHICH PROJECTS 0.4 FOOT ABOVE THE LEVEL OF
 CM1077'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 16 FEET.
 CM1077
 CM1077                          STATION RECOVERY (1971)
 CM1077
 CM1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CM1077'RECOVERED IN GOOD CONDITION.
 CM1077
 CM1077                          STATION RECOVERY (1982)
 CM1077
 CM1077'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CM1077'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1219 ***********************************************************************
 CM1219  DESIGNATION -  B 429
 CM1219  PID         -  CM1219
 CM1219  STATE/COUNTY-  AL/LEE
 CM1219  USGS QUAD   -  LOACHAPOKA (1983)
 CM1219
 CM1219                         *CURRENT SURVEY CONTROL
 CM1219  ___________________________________________________________________
 CM1219* NAD 83(1986)-  32 36 14.     (N)    085 35 32.     (W)     SCALED    
 CM1219* NAVD 88     -       209.293  (meters)     686.66   (feet)  ADJUSTED  
 CM1219  ___________________________________________________________________
 CM1219  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CM1219  DYNAMIC HT  -         209.046 (meters)     685.85  (feet)  COMP
 CM1219  MODELED GRAV-     979,452.2   (mgal)                       NAVD 88
 CM1219
 CM1219  VERT ORDER  -  FIRST     CLASS I
 CM1219
 CM1219.The horizontal coordinates were scaled from a topographic map and have
 CM1219.an estimated accuracy of +/- 6 seconds.
 CM1219
 CM1219.The orthometric height was determined by differential leveling
 CM1219.and adjusted by the National Geodetic Survey in June 1991..
 CM1219
 CM1219.The geoid height was determined by GEOID03.
 CM1219
 CM1219.The dynamic height is computed by dividing the NAVD 88
 CM1219.geopotential number by the normal gravity value computed on the
 CM1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1219.degrees latitude (g = 980.6199 gals.).
 CM1219
 CM1219.The modeled gravity was interpolated from observed gravity values.
 CM1219
 CM1219;                    North         East    Units  Estimated Accuracy
 CM1219;SPC AL E     -   233,290.      222,630.      MT  (+/- 180 meters Scaled)
 CM1219
 CM1219                          SUPERSEDED SURVEY CONTROL
 CM1219
 CM1219  NGVD 29 (??/??/92)  209.263  (m)          686.56   (f) ADJ UNCH    1 1
 CM1219
 CM1219.Superseded values are not recommended for survey control.
 CM1219.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1219.See file dsdata.txt to determine how the superseded data were derived.
 CM1219
 CM1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB320082(NAD 83)
 CM1219_MARKER: DB = BENCH MARK DISK
 CM1219_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1219_SP_SET: BUILDING FOUNDATION
 CM1219_STAMPING: B 429 1968
 CM1219_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1219
 CM1219  HISTORY     - Date     Condition        Report By
 CM1219  HISTORY     - 1968     MONUMENTED       CGS
 CM1219
 CM1219                          STATION DESCRIPTION
 CM1219
 CM1219'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM1219'AT LOACHAPOKA.
 CM1219'AT LOACHAPOKA, SET VERTICALLY IN THE NORTH FACE OF THE NORTHWEST
 CM1219'CORNER OF THE CONCRETE FOUNDATION FOR A ONE STORY RED BRICK
 CM1219'SCHOOL BUILDING, 120 FEET SOUTH OF THE CENTER LINE OF STATE
 CM1219'HIGHWAY 14, 1.2 FEET EAST OF THE NORTHWEST CORNER OF THE
 CM1219'BUILDING, 0.8 FOOT ABOVE THE LEVEL OF THE GROUND AND ABOUT LEVEL
 CM1219'WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0654 ***********************************************************************
 CM0654  DESIGNATION -  B 430
 CM0654  PID         -  CM0654
 CM0654  STATE/COUNTY-  AL/LEE
 CM0654  USGS QUAD   -  OPELIKA WEST (1983)
 CM0654
 CM0654                         *CURRENT SURVEY CONTROL
 CM0654  ___________________________________________________________________
 CM0654* NAD 83(1986)-  32 38 13.     (N)    085 24 23.     (W)     SCALED    
 CM0654* NAVD 88     -       220.050  (meters)     721.95   (feet)  ADJUSTED  
 CM0654  ___________________________________________________________________
 CM0654  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CM0654  DYNAMIC HT  -         219.788 (meters)     721.09  (feet)  COMP
 CM0654  MODELED GRAV-     979,446.9   (mgal)                       NAVD 88
 CM0654
 CM0654  VERT ORDER  -  FIRST     CLASS I
 CM0654
 CM0654.The horizontal coordinates were scaled from a topographic map and have
 CM0654.an estimated accuracy of +/- 6 seconds.
 CM0654
 CM0654.The orthometric height was determined by differential leveling
 CM0654.and adjusted by the National Geodetic Survey in June 1991..
 CM0654
 CM0654.The geoid height was determined by GEOID03.
 CM0654
 CM0654.The dynamic height is computed by dividing the NAVD 88
 CM0654.geopotential number by the normal gravity value computed on the
 CM0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0654.degrees latitude (g = 980.6199 gals.).
 CM0654
 CM0654.The modeled gravity was interpolated from observed gravity values.
 CM0654
 CM0654;                    North         East    Units  Estimated Accuracy
 CM0654;SPC AL E     -   237,010.      240,060.      MT  (+/- 180 meters Scaled)
 CM0654
 CM0654                          SUPERSEDED SURVEY CONTROL
 CM0654
 CM0654  NGVD 29 (??/??/92)  220.013  (m)          721.83   (f) ADJ UNCH    1 1
 CM0654
 CM0654.Superseded values are not recommended for survey control.
 CM0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0654.See file dsdata.txt to determine how the superseded data were derived.
 CM0654
 CM0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB494121(NAD 83)
 CM0654_MARKER: DB = BENCH MARK DISK
 CM0654_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0654_SP_SET: CONCRETE BASE
 CM0654_STAMPING: B 430 1968
 CM0654_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0654
 CM0654  HISTORY     - Date     Condition        Report By
 CM0654  HISTORY     - 1968     MONUMENTED       CGS
 CM0654
 CM0654                          STATION DESCRIPTION
 CM0654
 CM0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM0654'AT OPELIKA.
 CM0654'AT OPELIKA, ABOUT 0.15 MILES SOUTHWEST ACROSS COUNTY FROM LEE
 CM0654'COUNTY HOSPITAL, ABOUT 120 YARDS SOUTHWEST OF THE JUNCTION OF
 CM0654'U.S. HIGHWAY 29 AND EAST THOMASTON CIRCLE, SET IN THE TOP OF THE
 CM0654'NORTHWEST CORNER OF THE THREE FOOT SQUARE CONCRETE BASE TO THE
 CM0654'TOWER AT RADIO STATION WJHO (THE BIG O), ABOUT 100 YARDS SOUTHWEST
 CM0654'OF THE SOUTHWEST CORNER OF THE WHITE FRAME STATION BUILDING, ABOUT
 CM0654'LEVEL WITH U.S. HIGHWAY 29 AND ABOUT 4 FEET ABOVE THE LEVEL OF
 CM0654'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0349 ***********************************************************************
 CN0349  DESIGNATION -  B 431
 CN0349  PID         -  CN0349
 CN0349  STATE/COUNTY-  AL/MONTGOMERY
 CN0349  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0349
 CN0349                         *CURRENT SURVEY CONTROL
 CN0349  ___________________________________________________________________
 CN0349* NAD 83(1986)-  32 21 45.     (N)    086 21 12.     (W)     SCALED    
 CN0349* NAVD 88     -        51.849  (meters)     170.11   (feet)  ADJUSTED  
 CN0349  ___________________________________________________________________
 CN0349  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CN0349  DYNAMIC HT  -          51.789 (meters)     169.91  (feet)  COMP
 CN0349  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 CN0349
 CN0349  VERT ORDER  -  FIRST     CLASS I
 CN0349
 CN0349.The horizontal coordinates were scaled from a topographic map and have
 CN0349.an estimated accuracy of +/- 6 seconds.
 CN0349
 CN0349.The orthometric height was determined by differential leveling
 CN0349.and adjusted by the National Geodetic Survey in June 1991..
 CN0349
 CN0349.The geoid height was determined by GEOID03.
 CN0349
 CN0349.The dynamic height is computed by dividing the NAVD 88
 CN0349.geopotential number by the normal gravity value computed on the
 CN0349.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0349.degrees latitude (g = 980.6199 gals.).
 CN0349
 CN0349.The modeled gravity was interpolated from observed gravity values.
 CN0349
 CN0349;                    North         East    Units  Estimated Accuracy
 CN0349;SPC AL E     -   206,620.      151,060.      MT  (+/- 180 meters Scaled)
 CN0349
 CN0349                          SUPERSEDED SURVEY CONTROL
 CN0349
 CN0349  NGVD 29 (??/??/??)   51.834  (m)          170.06   (f) ADJUSTED    1 1
 CN0349
 CN0349.Superseded values are not recommended for survey control.
 CN0349.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0349.See file dsdata.txt to determine how the superseded data were derived.
 CN0349
 CN0349_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA608808(NAD 83)
 CN0349_MARKER: DB = BENCH MARK DISK
 CN0349_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CN0349_SP_SET: CULVERT HEADWALL
 CN0349_STAMPING: B 431 1968
 CN0349_MARK LOGO: CGS   
 CN0349_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CN0349_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0349+STABILITY: SURFACE MOTION
 CN0349_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN0349+SATELLITE: SATELLITE OBSERVATIONS - February 20, 1994
 CN0349
 CN0349  HISTORY     - Date     Condition        Report By
 CN0349  HISTORY     - 1968     MONUMENTED       CGS
 CN0349  HISTORY     - 19940220 GOOD             MSI
 CN0349
 CN0349                          STATION DESCRIPTION
 CN0349
 CN0349'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN0349'2.65 MI SW FROM MONTGOMERY.
 CN0349'ABOUT 2.65 MILES SOUTHWEST ALONG THE TRACK OF THE WESTERN RAILWAY OF
 CN0349'ALABAMA FROM UNION STATION AT MONTGOMERY, IN SECTION 15, T 16 N, R 17
 CN0349'E, 0.3 MILE SOUTHWEST OF A CROSSING OF THE RAILROAD AND AIR BASE
 CN0349'BOULEVARD, 60 FEET WEST AND ACROSS THE TRACK FROM MILEPOST M2S48 177,
 CN0349'SET IN THE CENTER OF THE TOP OF THE NORTHWEST CONCRETE HEADWALL OF A
 CN0349'DOUBLE-CHANNEL CULVERT UNDER THE TRACK, 9 1/2 FEET NORTHWEST OF THE
 CN0349'NORTHWEST RAIL OF THE MAIN TRACK, 36 FEET SOUTHEAST OF THE CENTERLINE
 CN0349'OF WELL ROAD WHICH PARALLELS THE TRACK, AND ABOUT 1 1/2 FEET BELOW THE
 CN0349'LEVEL OF THE HIGHWAY.
 CN0349
 CN0349                          STATION RECOVERY (1994)
 CN0349
 CN0349'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 CN0349'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1775 ***********************************************************************
 CN1775  DESIGNATION -  B 432
 CN1775  PID         -  CN1775
 CN1775  STATE/COUNTY-  AL/DALLAS
 CN1775  USGS QUAD   -  SELMA (1977)
 CN1775
 CN1775                         *CURRENT SURVEY CONTROL
 CN1775  ___________________________________________________________________
 CN1775* NAD 83(1986)-  32 25 06.     (N)    087 02 19.     (W)     SCALED    
 CN1775* NAVD 88     -        37.660  (meters)     123.56   (feet)  ADJUSTED  
 CN1775  ___________________________________________________________________
 CN1775  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 CN1775  DYNAMIC HT  -          37.617 (meters)     123.42  (feet)  COMP
 CN1775  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 CN1775
 CN1775  VERT ORDER  -  FIRST     CLASS I
 CN1775
 CN1775.The horizontal coordinates were scaled from a topographic map and have
 CN1775.an estimated accuracy of +/- 6 seconds.
 CN1775
 CN1775.The orthometric height was determined by differential leveling
 CN1775.and adjusted by the National Geodetic Survey in June 1991..
 CN1775
 CN1775.The geoid height was determined by GEOID03.
 CN1775
 CN1775.The dynamic height is computed by dividing the NAVD 88
 CN1775.geopotential number by the normal gravity value computed on the
 CN1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1775.degrees latitude (g = 980.6199 gals.).
 CN1775
 CN1775.The modeled gravity was interpolated from observed gravity values.
 CN1775
 CN1775;                    North         East    Units  Estimated Accuracy
 CN1775;SPC AL W     -   268,200.      643,400.      MT  (+/- 180 meters Scaled)
 CN1775
 CN1775                          SUPERSEDED SURVEY CONTROL
 CN1775
 CN1775  NGVD 29 (??/??/??)   37.641  (m)          123.49   (f) ADJUSTED    1 1
 CN1775
 CN1775.Superseded values are not recommended for survey control.
 CN1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1775.See file dsdata.txt to determine how the superseded data were derived.
 CN1775
 CN1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA963868(NAD 83)
 CN1775_MARKER: DB = BENCH MARK DISK
 CN1775_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN1775_SP_SET: PIER
 CN1775_STAMPING: B 432 1968
 CN1775_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN1775
 CN1775  HISTORY     - Date     Condition        Report By
 CN1775  HISTORY     - 1968     MONUMENTED       CGS
 CN1775
 CN1775                          STATION DESCRIPTION
 CN1775
 CN1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN1775'1.65 MI NW FROM SELMA.
 CN1775'ABOUT 0.7 MILE NORTH ALONG BROAD STREET WHICH IS U.S. HIGHWAY 80 FROM
 CN1775'THE NORTH END OF THE EDMUND PETTUS BRIDGE OVER THE ALABAMA RIVER AT
 CN1775'SELMA, THENCE 0.95 MILE WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY
 CN1775'SYSTEM, IN SECTION 26, T 17 N, R 10 E, 0.1 MILE EAST OF MILEPOST 195,
 CN1775'SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE PIER OF A
 CN1775'RAILROAD BRIDGE OVER VALLEY CREEK, 5 FEET NORTH OF THE NORTH RAIL OF
 CN1775'THE TRACK, AND ABOUT 4 1/2 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2610 ***********************************************************************
 CN2610  DESIGNATION -  B 433
 CN2610  PID         -  CN2610
 CN2610  STATE/COUNTY-  AL/SUMTER
 CN2610  USGS QUAD   -  MC DOWELL (1985)
 CN2610
 CN2610                         *CURRENT SURVEY CONTROL
 CN2610  ___________________________________________________________________
 CN2610* NAD 83(1986)-  32 31 23.     (N)    087 55 22.     (W)     SCALED    
 CN2610* NAVD 88     -        29.269  (meters)      96.03   (feet)  ADJUSTED  
 CN2610  ___________________________________________________________________
 CN2610  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CN2610  DYNAMIC HT  -          29.235 (meters)      95.92  (feet)  COMP
 CN2610  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 CN2610
 CN2610  VERT ORDER  -  FIRST     CLASS I
 CN2610
 CN2610.The horizontal coordinates were scaled from a topographic map and have
 CN2610.an estimated accuracy of +/- 6 seconds.
 CN2610
 CN2610.The orthometric height was determined by differential leveling
 CN2610.and adjusted by the National Geodetic Survey in June 1991..
 CN2610
 CN2610.The geoid height was determined by GEOID03.
 CN2610
 CN2610.The dynamic height is computed by dividing the NAVD 88
 CN2610.geopotential number by the normal gravity value computed on the
 CN2610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2610.degrees latitude (g = 980.6199 gals.).
 CN2610
 CN2610.The modeled gravity was interpolated from observed gravity values.
 CN2610
 CN2610;                    North         East    Units  Estimated Accuracy
 CN2610;SPC AL W     -   279,800.      560,280.      MT  (+/- 180 meters Scaled)
 CN2610
 CN2610                          SUPERSEDED SURVEY CONTROL
 CN2610
 CN2610  NGVD 29 (??/??/??)   29.251  (m)           95.97   (f) ADJUSTED    1 1
 CN2610
 CN2610.Superseded values are not recommended for survey control.
 CN2610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2610.See file dsdata.txt to determine how the superseded data were derived.
 CN2610
 CN2610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA133987(NAD 83)
 CN2610_MARKER: DB = BENCH MARK DISK
 CN2610_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN2610_SP_SET: 16 FEET
 CN2610_STAMPING: B 433 1968
 CN2610_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2610
 CN2610  HISTORY     - Date     Condition        Report By
 CN2610  HISTORY     - 1968     MONUMENTED       CGS
 CN2610
 CN2610                          STATION DESCRIPTION
 CN2610
 CN2610'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN2610'10.4 MI NE FROM COATOPA.
 CN2610'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 CN2610'AT COATOPA, THENCE 4.65 MILES NORTHEAST ALONG COUNTY ROAD 23, THENCE
 CN2610'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 5.2 MILES EAST ALONG A
 CN2610'TRAIL ROAD WHICH IS ON THE ABANDONED RAILROAD GRADE, IN SECTION 19, T
 CN2610'18 N, R 2 E, 0.2 MILE SOUTH OF THE HOUPT CEMETERY, 218 FEET SOUTHWEST
 CN2610'OF THE CENTERLINE OF A GRAVELED ROAD, 40 1/2 FEET SOUTH OF THE
 CN2610'CENTERLINE OF THE TRAIL ROAD, 119 FEET NORTHEAST OF A POWER POLE WHICH
 CN2610'IS BRACED BY TWO GUY WIRES, 97 FEET SOUTH AND ACROSS THE TRAIL ROAD
 CN2610'FROM THE SOUTHWEST CORNER OF A FRAME BUILDING, 21.5 FEET SOUTH OF
 CN2610'P.B.M. 2 (USE), 2.2 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT 1
 CN2610'1/2 FEET ABOVE THE LEVEL OF THE TRAIL ROAD, AND ON THE TOP OF A
 CN2610'5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 16 FEET AND IS
 CN2610'ENCASED IN A 6-INCH CAST IRON PIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1863 ***********************************************************************
 CN1863  DESIGNATION -  B 434
 CN1863  PID         -  CN1863
 CN1863  STATE/COUNTY-  AL/PERRY
 CN1863  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN1863
 CN1863                         *CURRENT SURVEY CONTROL
 CN1863  ___________________________________________________________________
 CN1863* NAD 83(1986)-  32 26 01.     (N)    087 29 52.     (W)     SCALED    
 CN1863* NAVD 88     -        82.058  (meters)     269.22   (feet)  ADJUSTED  
 CN1863  ___________________________________________________________________
 CN1863  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CN1863  DYNAMIC HT  -          81.964 (meters)     268.91  (feet)  COMP
 CN1863  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 CN1863
 CN1863  VERT ORDER  -  FIRST     CLASS I
 CN1863
 CN1863.The horizontal coordinates were scaled from a topographic map and have
 CN1863.an estimated accuracy of +/- 6 seconds.
 CN1863
 CN1863.The orthometric height was determined by differential leveling
 CN1863.and adjusted by the National Geodetic Survey in June 1991..
 CN1863
 CN1863.The geoid height was determined by GEOID03.
 CN1863
 CN1863.The dynamic height is computed by dividing the NAVD 88
 CN1863.geopotential number by the normal gravity value computed on the
 CN1863.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1863.degrees latitude (g = 980.6199 gals.).
 CN1863
 CN1863.The modeled gravity was interpolated from observed gravity values.
 CN1863
 CN1863;                    North         East    Units  Estimated Accuracy
 CN1863;SPC AL W     -   269,800.      600,210.      MT  (+/- 180 meters Scaled)
 CN1863
 CN1863                          SUPERSEDED SURVEY CONTROL
 CN1863
 CN1863  NGVD 29 (??/??/??)   82.042  (m)          269.17   (f) ADJUSTED    1 1
 CN1863
 CN1863.Superseded values are not recommended for survey control.
 CN1863.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1863.See file dsdata.txt to determine how the superseded data were derived.
 CN1863
 CN1863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA532886(NAD 83)
 CN1863_MARKER: DB = BENCH MARK DISK
 CN1863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1863_STAMPING: B 434 1968
 CN1863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1863+STABILITY: SURFACE MOTION
 CN1863
 CN1863  HISTORY     - Date     Condition        Report By
 CN1863  HISTORY     - 1968     MONUMENTED       CGS
 CN1863
 CN1863                          STATION DESCRIPTION
 CN1863
 CN1863'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN1863'1.1 MI SE FROM UNIONTOWN.
 CN1863'1.1 MILES SOUTHEAST ALONG A PAVED ROAD FROM THE SOUTHERN RAILWAY
 CN1863'SYSTEM STATION AT UNIONTOWN, IN SECTION 20, T 17 N, R 6 E, 78 YARDS
 CN1863'SOUTHWEST OF THE CENTERLINE OF THE PAVED ROAD, SET IN THE TOP OF THE
 CN1863'CONCRETE FOUNDATION FOR THE SOUTHEAST METAL COLUMN OF AN OPEN AIR
 CN1863'HANGAR WHICH IS LOCATED AT THE UNIONTOWN AIRPORT, 1.0 FOOT SOUTHEAST
 CN1863'OF THE SOUTHEAST CORNER OF THE FOUNDATION, 60 FEET SOUTHWEST OF A
 CN1863'POWER POLE WHICH BEARS A TRANSFORMER, AND ABOUT 1 FOOT BELOW THE LEVEL
 CN1863'OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2824 ***********************************************************************
 CN2824  DESIGNATION -  B 435
 CN2824  PID         -  CN2824
 CN2824  STATE/COUNTY-  AL/DALLAS
 CN2824  USGS QUAD   -  SELMA (1977)
 CN2824
 CN2824                         *CURRENT SURVEY CONTROL
 CN2824  ___________________________________________________________________
 CN2824* NAD 83(1986)-  32 23 35.     (N)    087 00 48.     (W)     SCALED    
 CN2824* NAVD 88     -        35.518  (meters)     116.53   (feet)  ADJUSTED  
 CN2824  ___________________________________________________________________
 CN2824  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CN2824  DYNAMIC HT  -          35.477 (meters)     116.39  (feet)  COMP
 CN2824  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 CN2824
 CN2824  VERT ORDER  -  FIRST     CLASS I
 CN2824
 CN2824.The horizontal coordinates were scaled from a topographic map and have
 CN2824.an estimated accuracy of +/- 6 seconds.
 CN2824
 CN2824.The orthometric height was determined by differential leveling
 CN2824.and adjusted by the National Geodetic Survey in June 1991..
 CN2824
 CN2824.The geoid height was determined by GEOID03.
 CN2824
 CN2824.The dynamic height is computed by dividing the NAVD 88
 CN2824.geopotential number by the normal gravity value computed on the
 CN2824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2824.degrees latitude (g = 980.6199 gals.).
 CN2824
 CN2824.The modeled gravity was interpolated from observed gravity values.
 CN2824
 CN2824;                    North         East    Units  Estimated Accuracy
 CN2824;SPC AL W     -   265,410.      645,790.      MT  (+/- 180 meters Scaled)
 CN2824
 CN2824                          SUPERSEDED SURVEY CONTROL
 CN2824
 CN2824  NGVD 29 (??/??/??)   35.498  (m)          116.46   (f) ADJUSTED    1 1
 CN2824
 CN2824.Superseded values are not recommended for survey control.
 CN2824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2824.See file dsdata.txt to determine how the superseded data were derived.
 CN2824
 CN2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA987840(NAD 83)
 CN2824_MARKER: DB = BENCH MARK DISK
 CN2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2824_SP_SET: CONCRETE POST
 CN2824_STAMPING: B 435 1968
 CN2824_MARK LOGO: CGS   
 CN2824_PROJECTION: PROJECTING 12 CENTIMETERS
 CN2824
 CN2824  HISTORY     - Date     Condition        Report By
 CN2824  HISTORY     - UNK      MONUMENTED
 CN2824  HISTORY     - 1981     GOOD             NGS
 CN2824
 CN2824                          STATION DESCRIPTION
 CN2824
 CN2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2824'1.1 KM (0.7 MI) SOUTH FROM SELMA.
 CN2824'1.1 KILOMETERS (0.7 MILE) SOUTH ALONG U.S. HIGHWAY 80 FROM THE SOUTH
 CN2824'END OF THE EDMUND PETTUS BRIDGE OVER THE ALABAMA RIVER AT SELMA, TO
 CN2824'THE MARK ON THE EAST SIDE OF THE HIGHWAY, 23.47 METERS (77.0 FEET)
 CN2824'EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 30.78
 CN2824'METERS (101.0 FEET) WEST OF THE WEST RAIL OF THE WESTERN RAILWAY OF
 CN2824'ALABAMA, 15.54 METERS (51.0 FEET) NORTHWEST OF A 16-INCH HACKBERRY
 CN2824'TREE.
 CN2824'THE MARK IS 0.80 METERS  N FROM A WITNESS POST.
 CN2824'THE MARK IS 1.20 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2496 ***********************************************************************
 BG2496  DESIGNATION -  B 436
 BG2496  PID         -  BG2496
 BG2496  STATE/COUNTY-  AL/BALDWIN
 BG2496  USGS QUAD   -  ELSANOR (1985)
 BG2496
 BG2496                         *CURRENT SURVEY CONTROL
 BG2496  ___________________________________________________________________
 BG2496* NAD 83(1986)-  30 32 55.     (N)    087 34 53.     (W)     SCALED    
 BG2496* NAVD 88     -        39.867  (meters)     130.80   (feet)  ADJUSTED  
 BG2496  ___________________________________________________________________
 BG2496  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BG2496  DYNAMIC HT  -          39.815 (meters)     130.63  (feet)  COMP
 BG2496  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 BG2496
 BG2496  VERT ORDER  -  FIRST     CLASS I
 BG2496
 BG2496.The horizontal coordinates were scaled from a topographic map and have
 BG2496.an estimated accuracy of +/- 6 seconds.
 BG2496
 BG2496.The orthometric height was determined by differential leveling
 BG2496.and adjusted by the National Geodetic Survey in June 1991..
 BG2496
 BG2496.The geoid height was determined by GEOID03.
 BG2496
 BG2496.The dynamic height is computed by dividing the NAVD 88
 BG2496.geopotential number by the normal gravity value computed on the
 BG2496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2496.degrees latitude (g = 980.6199 gals.).
 BG2496
 BG2496.The modeled gravity was interpolated from observed gravity values.
 BG2496
 BG2496;                    North         East    Units  Estimated Accuracy
 BG2496;SPC AL W     -    60,820.      592,190.      MT  (+/- 180 meters Scaled)
 BG2496
 BG2496                          SUPERSEDED SURVEY CONTROL
 BG2496
 BG2496  NGVD 29 (??/??/??)   39.816  (m)          130.63   (f) ADJUSTED    1 1
 BG2496
 BG2496.Superseded values are not recommended for survey control.
 BG2496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2496.See file dsdata.txt to determine how the superseded data were derived.
 BG2496
 BG2496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU442797(NAD 83)
 BG2496_MARKER: DB = BENCH MARK DISK
 BG2496_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2496_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2496_STAMPING: B 436 1968
 BG2496_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2496+STABILITY: SURFACE MOTION
 BG2496
 BG2496  HISTORY     - Date     Condition        Report By
 BG2496  HISTORY     - 1968     MONUMENTED       CGS
 BG2496  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BG2496
 BG2496                          STATION DESCRIPTION
 BG2496
 BG2496'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG2496'8.6 MI SE FROM ROBERTSDALE.
 BG2496'8.55 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE
 BG2496'AND NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, 224.0 FEET SOUTHEAST
 BG2496'OF THE APPROXIMATE CENTER OF THE INTERSECTION OF A N-S BLACKTOP
 BG2496'ROAD, 175.0 FEET NORTH OF THE NORTH CORNER OF A CONCRETE BLOCK
 BG2496'BUILDING (STORE AND GAS STATION), 117.0 FEET EAST OF THE CENTER
 BG2496'OF THE BLACKTOP ROAD, 112.0 FEET SOUTHWEST OF THE CENTER LINE OF
 BG2496'THE HIGHWAY, 2.0 FEET NORTHWEST OF A POWER LINE POLE, 3.0 FEET
 BG2496'ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BG2496'POST FLUSH WITH THE GROUND.  IN SECT 4, T 6 S, R 5 E
 BG2496
 BG2496                          STATION RECOVERY (1987)
 BG2496
 BG2496'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2496'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2537 ***********************************************************************
 BG2537  DESIGNATION -  B 437
 BG2537  PID         -  BG2537
 BG2537  STATE/COUNTY-  AL/BALDWIN
 BG2537  USGS QUAD   -  STAPLETON (1982)
 BG2537
 BG2537                         *CURRENT SURVEY CONTROL
 BG2537  ___________________________________________________________________
 BG2537* NAD 83(1986)-  30 38 53.     (N)    087 49 52.     (W)     SCALED    
 BG2537* NAVD 88     -        57.210  (meters)     187.70   (feet)  ADJUSTED  
 BG2537  ___________________________________________________________________
 BG2537  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BG2537  DYNAMIC HT  -          57.135 (meters)     187.45  (feet)  COMP
 BG2537  MODELED GRAV-     979,341.8   (mgal)                       NAVD 88
 BG2537
 BG2537  VERT ORDER  -  FIRST     CLASS I
 BG2537
 BG2537.The horizontal coordinates were scaled from a topographic map and have
 BG2537.an estimated accuracy of +/- 6 seconds.
 BG2537
 BG2537.The orthometric height was determined by differential leveling
 BG2537.and adjusted by the National Geodetic Survey in June 1991..
 BG2537
 BG2537.The geoid height was determined by GEOID03.
 BG2537
 BG2537.The dynamic height is computed by dividing the NAVD 88
 BG2537.geopotential number by the normal gravity value computed on the
 BG2537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2537.degrees latitude (g = 980.6199 gals.).
 BG2537
 BG2537.The modeled gravity was interpolated from observed gravity values.
 BG2537
 BG2537;                    North         East    Units  Estimated Accuracy
 BG2537;SPC AL W     -    71,880.      568,260.      MT  (+/- 180 meters Scaled)
 BG2537
 BG2537                          SUPERSEDED SURVEY CONTROL
 BG2537
 BG2537  NGVD 29 (??/??/??)   57.163  (m)          187.54   (f) ADJUSTED    1 1
 BG2537
 BG2537.Superseded values are not recommended for survey control.
 BG2537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2537.See file dsdata.txt to determine how the superseded data were derived.
 BG2537
 BG2537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU203908(NAD 83)
 BG2537_MARKER: DB = BENCH MARK DISK
 BG2537_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG2537_SP_SET: 40 FEET
 BG2537_STAMPING: B 437 1968
 BG2537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2537
 BG2537  HISTORY     - Date     Condition        Report By
 BG2537  HISTORY     - 1968     MONUMENTED       CGS
 BG2537  HISTORY     - 1985     GOOD             USPSQD
 BG2537  HISTORY     - 1997     MARK NOT FOUND   USPSQD
 BG2537
 BG2537                          STATION DESCRIPTION
 BG2537
 BG2537'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG2537'5.2 MI NW FROM LOXLEY.
 BG2537'ABOUT 5.2 MILES NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE LOXLEY
 BG2537'SCHOOL AT LOXLEY, ABOUT 0.45 MILE WEST OF A 25-FOOT CONCRETE
 BG2537'BRIDGE OVER BAY BRANCH, IN SECTION 36, R 2 E, T 4 S, AT THE
 BG2537'SUMMIT OF A HILL, DIRECTLY ACROSS THE HIGHWAY FROM A SMALL
 BG2537'ROADSIDE PARK, 50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BG2537'46 1/2 FEET EAST OF THE CENTER OF A BOARD GATE FOR A WOODS
 BG2537'ROAD, 0.8 FOOT SOUTH OF A FENCE LINE, 0.5 FOOT SOUTH OF A
 BG2537'METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND
 BG2537'IS A DISK ON THE TOP OF A COPPER COATED ROD WHICH PROJECTS 2
 BG2537'INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH
 BG2537'METAL PIPE WHICH PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND.
 BG2537'THE ROD WAS DRIVEN TO A DEPTH OF 40 FEET.
 BG2537
 BG2537                          STATION RECOVERY (1985)
 BG2537
 BG2537'RECOVERY NOTE BY US POWER SQUADRON 1985
 BG2537'DELETE REFERENCE TO 25 FOOT BRIDGE OVER BAY BRANCH, HAS BEEN REPLACE
 BG2537'BY CULVERT. DELETE REFERENCE TO 'SMALL ROADSIDE PARK' MARK IS
 BG2537'DIRECTLY ACROSS FROM BOULEVARD ENTRANCE TO 'PLANTATION HILLS
 BG2537'SUBDIVISION' DELETE REFERENCE TO CENTER BOARD GATE FOR WOODS ROAD. NO
 BG2537'LONGER EXISTS.
 BG2537
 BG2537                          STATION RECOVERY (1997)
 BG2537
 BG2537'RECOVERY NOTE BY US POWER SQUADRON 1997
 BG2537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0117 ***********************************************************************
 BH0117  DESIGNATION -  B 438
 BH0117  PID         -  BH0117
 BH0117  STATE/COUNTY-  AL/MOBILE
 BH0117  USGS QUAD   -  THEODORE (1982)
 BH0117
 BH0117                         *CURRENT SURVEY CONTROL
 BH0117  ___________________________________________________________________
 BH0117* NAD 83(1986)-  30 31 28.     (N)    088 12 10.     (W)     SCALED    
 BH0117* NAVD 88     -        25.048  (meters)      82.18   (feet)  ADJUSTED  
 BH0117  ___________________________________________________________________
 BH0117  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BH0117  DYNAMIC HT  -          25.015 (meters)      82.07  (feet)  COMP
 BH0117  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 BH0117
 BH0117  VERT ORDER  -  FIRST     CLASS I
 BH0117
 BH0117.The horizontal coordinates were scaled from a topographic map and have
 BH0117.an estimated accuracy of +/- 6 seconds.
 BH0117
 BH0117.The orthometric height was determined by differential leveling
 BH0117.and adjusted by the National Geodetic Survey in June 1991..
 BH0117
 BH0117.The geoid height was determined by GEOID03.
 BH0117
 BH0117.The dynamic height is computed by dividing the NAVD 88
 BH0117.geopotential number by the normal gravity value computed on the
 BH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0117.degrees latitude (g = 980.6199 gals.).
 BH0117
 BH0117.The modeled gravity was interpolated from observed gravity values.
 BH0117
 BH0117;                    North         East    Units  Estimated Accuracy
 BH0117;SPC AL W     -    58,340.      532,560.      MT  (+/- 180 meters Scaled)
 BH0117
 BH0117                          SUPERSEDED SURVEY CONTROL
 BH0117
 BH0117  NGVD 29 (??/??/??)   25.004  (m)           82.03   (f) ADJUSTED    1 1
 BH0117
 BH0117.Superseded values are not recommended for survey control.
 BH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0117.See file dsdata.txt to determine how the superseded data were derived.
 BH0117
 BH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU846775(NAD 83)
 BH0117_MARKER: DB = BENCH MARK DISK
 BH0117_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0117_SP_SET: 80 FEET
 BH0117_STAMPING: B 438 1968
 BH0117_MARK LOGO: CGS   
 BH0117_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0117
 BH0117  HISTORY     - Date     Condition        Report By
 BH0117  HISTORY     - 1968     MONUMENTED       CGS
 BH0117  HISTORY     - 1984     GOOD             NGS
 BH0117
 BH0117                          STATION DESCRIPTION
 BH0117
 BH0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0117'2.2 MI NE FROM IRVINGTON.
 BH0117'ABOUT 2.2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0117'FROM THE CROSSING OF COUNTY ROAD 39 AT IRVINGTON, IN SECTION 17, R 2
 BH0117'W, T 6 S, ABOUT 0.4 MILE SOUTHWEST OF MILEPOST 682, 123 1/2 FEET
 BH0117'SOUTHWEST OF THE CENTER OF THE CROSSING OF PADGETT SWITCH ROAD, 85 1/2
 BH0117'FEET WEST OF THE CENTER LINE OF THE ROAD, 38.6 FEET SOUTHEAST OF THE
 BH0117'SOUTHEAST RAIL, 17 1/2 FEET WEST-NORTHWEST OF POWER LINE POLE NO.
 BH0117'7490, 1.4 FEET NORTHEAST OF THE GROUND END OF A GUY WIRE FOR POLE, 0.6
 BH0117'FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 BH0117'IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 2 INCHES
 BH0117'ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH PIPE WHICH
 BH0117'PROJECTS 3 INCHES ABOVE THE LEVEL OF THE GROUND. THE ROD WAS DRIVEN TO
 BH0117'A DEPTH OF 80 FEET.
 BH0117
 BH0117                          STATION RECOVERY (1984)
 BH0117
 BH0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH0117'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0528 ***********************************************************************
 BU0528  DESIGNATION -  B 44
 BU0528  PID         -  BU0528
 BU0528  STATE/COUNTY-  AL/BUTLER
 BU0528  USGS QUAD   -  GARLAND (1986)
 BU0528
 BU0528                         *CURRENT SURVEY CONTROL
 BU0528  ___________________________________________________________________
 BU0528* NAD 83(1986)-  31 34 27.     (N)    086 48 17.     (W)     SCALED    
 BU0528* NAVD 88     -        64.832  (meters)     212.70   (feet)  ADJUSTED  
 BU0528  ___________________________________________________________________
 BU0528  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BU0528  DYNAMIC HT  -          64.754 (meters)     212.45  (feet)  COMP
 BU0528  MODELED GRAV-     979,425.6   (mgal)                       NAVD 88
 BU0528
 BU0528  VERT ORDER  -  SECOND    CLASS 0
 BU0528
 BU0528.The horizontal coordinates were scaled from a topographic map and have
 BU0528.an estimated accuracy of +/- 6 seconds.
 BU0528
 BU0528.The orthometric height was determined by differential leveling
 BU0528.and adjusted by the National Geodetic Survey in June 1991..
 BU0528.WARNING-Repeat measurements at this control monument indicate possible
 BU0528.vertical movement.
 BU0528
 BU0528.The geoid height was determined by GEOID03.
 BU0528
 BU0528.The dynamic height is computed by dividing the NAVD 88
 BU0528.geopotential number by the normal gravity value computed on the
 BU0528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0528.degrees latitude (g = 980.6199 gals.).
 BU0528
 BU0528.The modeled gravity was interpolated from observed gravity values.
 BU0528
 BU0528;                    North         East    Units  Estimated Accuracy
 BU0528;SPC AL W     -   174,720.      666,000.      MT  (+/- 180 meters Scaled)
 BU0528
 BU0528                          SUPERSEDED SURVEY CONTROL
 BU0528
 BU0528  NGVD 29 (??/??/92)   64.825  (m)          212.68   (f) ADJ UNCH    2 0
 BU0528
 BU0528.Superseded values are not recommended for survey control.
 BU0528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0528.See file dsdata.txt to determine how the superseded data were derived.
 BU0528
 BU0528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV185932(NAD 83)
 BU0528_MARKER: DB = BENCH MARK DISK
 BU0528_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0528_SP_SET: SIGNAL BASE
 BU0528_STAMPING: B 44 1934
 BU0528_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0528
 BU0528  HISTORY     - Date     Condition        Report By
 BU0528  HISTORY     - 1934     MONUMENTED       CGS
 BU0528  HISTORY     - 1951     GOOD             NGS
 BU0528  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0528
 BU0528                          STATION DESCRIPTION
 BU0528
 BU0528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0528'1.55 MI NE FROM GARLAND.
 BU0528'1.55 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0528'THE STATION AT GARLAND, ABOUT 0.3 MILE NORTHEAST OF TRESTLE NO. 65,
 BU0528'23.5 FEET SOUTH OF MILE POST 553, 7 FEET NORTHWEST OF THE NORTHWEST
 BU0528'RAIL, SET VERTICALLY IN THE SOUTHEAST FACE OF AN ABANDONED SIGNAL BASE
 BU0528'AND ABOUT LEVEL WITH THE TRACK.
 BU0528
 BU0528                          STATION RECOVERY (1971)
 BU0528
 BU0528'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0779 ***********************************************************************
 CM0779  DESIGNATION -  B 441
 CM0779  PID         -  CM0779
 CM0779  STATE/COUNTY-  AL/RUSSELL
 CM0779  USGS QUAD   -  PHENIX CITY (1984)
 CM0779
 CM0779                         *CURRENT SURVEY CONTROL
 CM0779  ___________________________________________________________________
 CM0779* NAD 83(1986)-  32 29 32.     (N)    085 01 59.     (W)     SCALED    
 CM0779* NAVD 88     -        87.341  (meters)     286.55   (feet)  ADJUSTED  
 CM0779  ___________________________________________________________________
 CM0779  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CM0779  DYNAMIC HT  -          87.241 (meters)     286.22  (feet)  COMP
 CM0779  MODELED GRAV-     979,495.6   (mgal)                       NAVD 88
 CM0779
 CM0779  VERT ORDER  -  FIRST     CLASS I
 CM0779
 CM0779.The horizontal coordinates were scaled from a topographic map and have
 CM0779.an estimated accuracy of +/- 6 seconds.
 CM0779
 CM0779.The orthometric height was determined by differential leveling
 CM0779.and adjusted by the National Geodetic Survey in June 1991..
 CM0779
 CM0779.The geoid height was determined by GEOID03.
 CM0779
 CM0779.The dynamic height is computed by dividing the NAVD 88
 CM0779.geopotential number by the normal gravity value computed on the
 CM0779.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0779.degrees latitude (g = 980.6199 gals.).
 CM0779
 CM0779.The modeled gravity was interpolated from observed gravity values.
 CM0779
 CM0779;                    North         East    Units  Estimated Accuracy
 CM0779;SPC AL E     -   221,170.      275,210.      MT  (+/- 180 meters Scaled)
 CM0779
 CM0779                          SUPERSEDED SURVEY CONTROL
 CM0779
 CM0779  NGVD 29 (??/??/92)   87.360  (m)          286.61   (f) ADJ UNCH    1 1
 CM0779
 CM0779.Superseded values are not recommended for survey control.
 CM0779.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0779.See file dsdata.txt to determine how the superseded data were derived.
 CM0779
 CM0779_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA848967(NAD 83)
 CM0779_MARKER: DB = BENCH MARK DISK
 CM0779_SETTING: 66 = SET IN ROCK OUTCROP
 CM0779_SP_SET: ROCK LEDGE
 CM0779_STAMPING: B 441 1968
 CM0779_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CM0779+STABILITY: POSITION/ELEVATION WELL
 CM0779
 CM0779  HISTORY     - Date     Condition        Report By
 CM0779  HISTORY     - 1968     MONUMENTED       CGS
 CM0779
 CM0779                          STATION DESCRIPTION
 CM0779
 CM0779'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM0779'1.7 MI NW FROM PHENIX CITY.
 CM0779'ABOUT 1.7 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM0779'THE STATION AT PHENIX CITY, ABOUT 0.3 MILE SOUTHEAST OF MILEPOST
 CM0779'295, ON THE NORTHWEST BANK OF HOLLAND CREEK, BETWEEN THE TRACK AND
 CM0779'RAILROAD STREET, SET IN THE TOP OF THE NORTH END OF A ROCK THAT
 CM0779'IS ABOUT 20 FEET LONG BY 10 FEET WIDE AND PROJECTS ABOUT 1 1/2
 CM0779'FEET ABOVE THE GROUND, 60 FEET NORTHEAST OF THE CENTER LINE
 CM0779'OF RAILROAD STREET, ABOUT 150 FEET SOUTHWEST OF THE TRACK AND
 CM0779'ABOUT 5 FEET BELOW THE LEVEL OF THE TRACK AND ABOUT 12 FEET BELOW
 CM0779'THE LEVEL OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1137 ***********************************************************************
 BV1137  DESIGNATION -  B 443
 BV1137  PID         -  BV1137
 BV1137  STATE/COUNTY-  AL/WASHINGTON
 BV1137  USGS QUAD   -  STATE LINE (1981)
 BV1137
 BV1137                         *CURRENT SURVEY CONTROL
 BV1137  ___________________________________________________________________
 BV1137* NAD 83(1986)-  31 24 38.     (N)    088 26 01.     (W)     SCALED    
 BV1137* NAVD 88     -        71.313  (meters)     233.97   (feet)  ADJUSTED  
 BV1137  ___________________________________________________________________
 BV1137  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BV1137  DYNAMIC HT  -          71.226 (meters)     233.68  (feet)  COMP
 BV1137  MODELED GRAV-     979,421.7   (mgal)                       NAVD 88
 BV1137
 BV1137  VERT ORDER  -  FIRST     CLASS II
 BV1137
 BV1137.The horizontal coordinates were scaled from a topographic map and have
 BV1137.an estimated accuracy of +/- 6 seconds.
 BV1137
 BV1137.The orthometric height was determined by differential leveling
 BV1137.and adjusted by the National Geodetic Survey in June 1991..
 BV1137
 BV1137.The geoid height was determined by GEOID03.
 BV1137
 BV1137.The dynamic height is computed by dividing the NAVD 88
 BV1137.geopotential number by the normal gravity value computed on the
 BV1137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1137.degrees latitude (g = 980.6199 gals.).
 BV1137
 BV1137.The modeled gravity was interpolated from observed gravity values.
 BV1137
 BV1137;                    North         East    Units  Estimated Accuracy
 BV1137;SPC AL W     -   156,750.      511,230.      MT  (+/- 180 meters Scaled)
 BV1137
 BV1137                          SUPERSEDED SURVEY CONTROL
 BV1137
 BV1137  NGVD 29 (??/??/??)   71.283  (m)          233.87   (f) ADJUSTED    1 2
 BV1137
 BV1137.Superseded values are not recommended for survey control.
 BV1137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1137.See file dsdata.txt to determine how the superseded data were derived.
 BV1137
 BV1137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV637759(NAD 83)
 BV1137_MARKER: DB = BENCH MARK DISK
 BV1137_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1137_SP_SET: STAINLESS STEEL ROD
 BV1137_STAMPING: B 443 1980
 BV1137_PROJECTION: RECESSED 10 CENTIMETERS
 BV1137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1137_ROD/PIPE-DEPTH: 6.1  meters
 BV1137
 BV1137  HISTORY     - Date     Condition        Report By
 BV1137  HISTORY     - 1980     MONUMENTED       NGS
 BV1137
 BV1137                          STATION DESCRIPTION
 BV1137
 BV1137'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1137'6.84 KM SE FROM STATE LINE.
 BV1137'2.17 KILOMETERS (1.35 MILES) NORTHEAST ALONG STATE ROUTE 42 FROM
 BV1137'THE JUNCTION OF MAIN STREET IN STATE LINE, THENCE 4.67
 BV1137'KILOMETERS (2.9 MILES) SOUTHEAST ALONG U.S. ROUTE 45, AT THE
 BV1137'JUNCTION OF A PRIVATE DRIVE LEADING EAST TO A BRICK HOUSE, IN THE
 BV1137'FENCE LINE OF A 4-FOOT WIRE MESH FENCE AROUND THE HOUSE AND A
 BV1137'SMALL POND, 21.7 METERS (71.2 FEET) NORTHEAST OF THE CENTER LINE
 BV1137'OF THE HIGHWAY, 11 METERS (36 FEET) NORTHWEST OF THE CENTER OF
 BV1137'THE DRIVE, 4.9 METERS (16.1 FEET) NORTHEAST OF A POWER POLE
 BV1137'WITH A GUY WIRE, 0.3 METERS (1 FOOT) SOUTHWEST OF THE
 BV1137'FENCE LINE.
 BV1137'THE MARK IS 0.3 METERS  SE FROM A WITNESS POST.
 BV1137'THE MARK IS 0.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1169 ***********************************************************************
 BV1169  DESIGNATION -  B 444
 BV1169  PID         -  BV1169
 BV1169  STATE/COUNTY-  AL/MOBILE
 BV1169  USGS QUAD   -  CITRONELLE EAST (1982)
 BV1169
 BV1169                         *CURRENT SURVEY CONTROL
 BV1169  ___________________________________________________________________
 BV1169* NAD 83(1986)-  31 04 51.     (N)    088 14 16.     (W)     SCALED    
 BV1169* NAVD 88     -        90.852  (meters)     298.07   (feet)  ADJUSTED  
 BV1169  ___________________________________________________________________
 BV1169  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BV1169  DYNAMIC HT  -          90.736 (meters)     297.69  (feet)  COMP
 BV1169  MODELED GRAV-     979,365.3   (mgal)                       NAVD 88
 BV1169
 BV1169  VERT ORDER  -  FIRST     CLASS II
 BV1169
 BV1169.The horizontal coordinates were scaled from a topographic map and have
 BV1169.an estimated accuracy of +/- 6 seconds.
 BV1169
 BV1169.The orthometric height was determined by differential leveling
 BV1169.and adjusted by the National Geodetic Survey in June 1991..
 BV1169
 BV1169.The geoid height was determined by GEOID03.
 BV1169
 BV1169.The dynamic height is computed by dividing the NAVD 88
 BV1169.geopotential number by the normal gravity value computed on the
 BV1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1169.degrees latitude (g = 980.6199 gals.).
 BV1169
 BV1169.The modeled gravity was interpolated from observed gravity values.
 BV1169
 BV1169;                    North         East    Units  Estimated Accuracy
 BV1169;SPC AL W     -   120,050.      529,600.      MT  (+/- 180 meters Scaled)
 BV1169
 BV1169                          SUPERSEDED SURVEY CONTROL
 BV1169
 BV1169  NGVD 29 (??/??/??)   90.816  (m)          297.95   (f) ADJUSTED    1 2
 BV1169
 BV1169.Superseded values are not recommended for survey control.
 BV1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1169.See file dsdata.txt to determine how the superseded data were derived.
 BV1169
 BV1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV819392(NAD 83)
 BV1169_MARKER: I = METAL ROD
 BV1169_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1169_SP_SET: STAINLESS STEEL ROD
 BV1169_STAMPING: B 444 1980
 BV1169_PROJECTION: RECESSED 8 CENTIMETERS
 BV1169_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1169_ROD/PIPE-DEPTH: 9.8  meters
 BV1169
 BV1169  HISTORY     - Date     Condition        Report By
 BV1169  HISTORY     - 1980     MONUMENTED       NGS
 BV1169
 BV1169                          STATION DESCRIPTION
 BV1169
 BV1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1169'1.5 KM SE FROM CITRONELLE.
 BV1169'1.5 KILOMETERS (0.95 MILE) SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 BV1169'FIRST BAPTIST CHURCH AT THE JUNCTION OF COUNTY ROUTE 96 IN CITRONELLE,
 BV1169'AT THE JUNCTION OF FAYE STREET, NORTH AND ACROSS FAYE STREET FROM
 BV1169'ROEDER HYDRAULICS INC., 12.3 METERS (40.4 FEET) EAST OF THE CENTER
 BV1169'LINE OF THE HIGHWAY, 6.3 METERS (20.7 FEET) NORTH OF THE CENTER OF
 BV1169'FAYE STREET, 2.2 METERS (7.2 FEET) WEST OF A FIRE HYDRANT, 3 METERS
 BV1169'(10 FEET) SOUTHEAST OF THE SOUTH END OF A CONCRETE HEADWALL FOR A
 BV1169'CULVERT UNDER FAYE STREET, 0.8 METERS (2.6 FEET) WEST OF A POWER POLE.
 BV1169'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BV1169'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1576 ***********************************************************************
 BH1576  DESIGNATION -  B 445
 BH1576  PID         -  BH1576
 BH1576  STATE/COUNTY-  AL/MOBILE
 BH1576  USGS QUAD   -  MOBILE (1982)
 BH1576
 BH1576                         *CURRENT SURVEY CONTROL
 BH1576  ___________________________________________________________________
 BH1576* NAD 83(1986)-  30 42 44.     (N)    088 04 54.     (W)     SCALED    
 BH1576* NAVD 88     -        10.620  (meters)      34.84   (feet)  ADJUSTED  
 BH1576  ___________________________________________________________________
 BH1576  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH1576  DYNAMIC HT  -          10.606 (meters)      34.80  (feet)  COMP
 BH1576  MODELED GRAV-     979,338.7   (mgal)                       NAVD 88
 BH1576
 BH1576  VERT ORDER  -  FIRST     CLASS II
 BH1576
 BH1576.The horizontal coordinates were scaled from a topographic map and have
 BH1576.an estimated accuracy of +/- 6 seconds.
 BH1576
 BH1576.The orthometric height was determined by differential leveling
 BH1576.and adjusted by the National Geodetic Survey in June 1991..
 BH1576
 BH1576.The geoid height was determined by GEOID03.
 BH1576
 BH1576.The dynamic height is computed by dividing the NAVD 88
 BH1576.geopotential number by the normal gravity value computed on the
 BH1576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1576.degrees latitude (g = 980.6199 gals.).
 BH1576
 BH1576.The modeled gravity was interpolated from observed gravity values.
 BH1576
 BH1576;                    North         East    Units  Estimated Accuracy
 BH1576;SPC AL W     -    79,100.      544,290.      MT  (+/- 180 meters Scaled)
 BH1576
 BH1576                          SUPERSEDED SURVEY CONTROL
 BH1576
 BH1576  NGVD 29 (??/??/??)   10.578  (m)           34.70   (f) ADJUSTED    1 2
 BH1576
 BH1576.Superseded values are not recommended for survey control.
 BH1576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1576.See file dsdata.txt to determine how the superseded data were derived.
 BH1576
 BH1576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU964982(NAD 83)
 BH1576_MARKER: I = METAL ROD
 BH1576_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BH1576_SP_SET: STAINLESS STEEL ROD
 BH1576_STAMPING: B 445 1980
 BH1576_PROJECTION: RECESSED 8 CENTIMETERS
 BH1576_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1576+STABILITY: POSITION/ELEVATION WELL
 BH1576_ROD/PIPE-DEPTH: 6.1  meters
 BH1576
 BH1576  HISTORY     - Date     Condition        Report By
 BH1576  HISTORY     - 1980     MONUMENTED       NGS
 BH1576
 BH1576                          STATION DESCRIPTION
 BH1576
 BH1576'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BH1576'4.1 KM SE FROM WHISTLER.
 BH1576'4.1 KILOMETERS (2.55 MILES) SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 BH1576'SOUTHEAST END OF THE OVERPASS OVER I 65 IN WHISTLER, AT THE JUNCTIION
 BH1576'OF VETTER STREET, AT THE FRANKLIN STREET CHURCH, 11.4 METERS (37.5
 BH1576'FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 19.5 METER (64 FEET)
 BH1576'SOUTH OF THE SOUTH CURB OF THE STREET, 25.7 METERS (84.3 FEET)
 BH1576'SOUTHEAST OF THE NORTHEAST CORNER OF THE CHURCH, 25 METERS (82 FEET)
 BH1576'NORTHEAST OF THE SOUTHEAST CORNER OF THE CHURCH, 0.3 METER (1 FOOT)
 BH1576'NORTH OF THE NORTH FACE OF A BRICK STRUCTURE SUPPORTING A SIGN FOR
 BH1576'THE CHURCH.
 BH1576'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2258 ***********************************************************************
 DH2258  DESIGNATION -  B 446
 DH2258  PID         -  DH2258
 DH2258  STATE/COUNTY-  AL/JEFFERSON
 DH2258  USGS QUAD   -  IRONDALE (1978)
 DH2258
 DH2258                         *CURRENT SURVEY CONTROL
 DH2258  ___________________________________________________________________
 DH2258* NAD 83(1986)-  33 31 55.     (N)    086 42 19.     (W)     SCALED    
 DH2258* NAVD 88     -       220.672  (meters)     723.99   (feet)  ADJUSTED  
 DH2258  ___________________________________________________________________
 DH2258  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH2258  DYNAMIC HT  -         220.425 (meters)     723.18  (feet)  COMP
 DH2258  MODELED GRAV-     979,510.5   (mgal)                       NAVD 88
 DH2258
 DH2258  VERT ORDER  -  FIRST     CLASS II
 DH2258
 DH2258.The horizontal coordinates were scaled from a topographic map and have
 DH2258.an estimated accuracy of +/- 6 seconds.
 DH2258
 DH2258.The orthometric height was determined by differential leveling
 DH2258.and adjusted by the National Geodetic Survey in June 1991..
 DH2258
 DH2258.The geoid height was determined by GEOID03.
 DH2258
 DH2258.The dynamic height is computed by dividing the NAVD 88
 DH2258.geopotential number by the normal gravity value computed on the
 DH2258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2258.degrees latitude (g = 980.6199 gals.).
 DH2258
 DH2258.The modeled gravity was interpolated from observed gravity values.
 DH2258
 DH2258;                    North         East    Units  Estimated Accuracy
 DH2258;SPC AL W     -   391,890.      673,820.      MT  (+/- 180 meters Scaled)
 DH2258
 DH2258                          SUPERSEDED SURVEY CONTROL
 DH2258
 DH2258.No superseded survey control is available for this station.
 DH2258
 DH2258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC273103(NAD 83)
 DH2258_MARKER: I = METAL ROD
 DH2258_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2258+WITH SETTING: INFORMATION.
 DH2258_SP_SET: SHALLOW SET METAL ROD
 DH2258_STAMPING: B 446 1980
 DH2258_MARK LOGO: NGS   
 DH2258_PROJECTION: FLUSH
 DH2258_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2258_ROD/PIPE-DEPTH: 2.7  meters
 DH2258
 DH2258  HISTORY     - Date     Condition        Report By
 DH2258  HISTORY     - 1980     MONUMENTED       NGS
 DH2258
 DH2258                          STATION DESCRIPTION
 DH2258
 DH2258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2258'IN IRONDALE.
 DH2258'IN IRONDALE, SET SOUTHEAST OF U.S. HIGHWAY 78 NEAR THE TIME AND
 DH2258'TEMPERATURE SIGN OF THE BANK OF THE SOUTHEAST, 0.2 MILE NORTHEAST
 DH2258'OF 16TH STREET, 22.26 METERS (73 FEET) SOUTHEAST OF THE CENTER LINE
 DH2258'OF THE EAST BOUND LANE OF U.S. HIGHWAY 78, 12.2 METERS (40.1 FEET)
 DH2258'WEST OF THE NORTHWEST END OF THE EXTENSION AT THE NORTH CORNER OF THE
 DH2258'BANK, 1.84 METERS (6.0 FEET ) SOUTHEAST OF THE SOUTHEAST EDGE OF THE
 DH2258'BANK PARKING LOT, AND 1.70 METERS (5.6 FEET) NORTHEAST OF THE BASE OF
 DH2258'THE TIME AND TEMPERATURE SIGN.  NOTE-SEVERAL ATTEMPTS WERE MADE TO
 DH2258'DRIVE THE ROD, DRIVEN TO REFUSAL AT 2.7 METERS.
 DH2258'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2283 ***********************************************************************
 DH2283  DESIGNATION -  B 447
 DH2283  PID         -  DH2283
 DH2283  STATE/COUNTY-  AL/ST CLAIR
 DH2283  USGS QUAD   -  ODENVILLE (1972)
 DH2283
 DH2283                         *CURRENT SURVEY CONTROL
 DH2283  ___________________________________________________________________
 DH2283* NAD 83(1986)-  33 39 05.     (N)    086 26 15.     (W)     SCALED    
 DH2283* NAVD 88     -       234.979  (meters)     770.93   (feet)  ADJUSTED  
 DH2283  ___________________________________________________________________
 DH2283  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH2283  DYNAMIC HT  -         234.721 (meters)     770.08  (feet)  COMP
 DH2283  MODELED GRAV-     979,532.3   (mgal)                       NAVD 88
 DH2283
 DH2283  VERT ORDER  -  FIRST     CLASS II
 DH2283
 DH2283.The horizontal coordinates were scaled from a topographic map and have
 DH2283.an estimated accuracy of +/- 6 seconds.
 DH2283
 DH2283.The orthometric height was determined by differential leveling
 DH2283.and adjusted by the National Geodetic Survey in June 1991..
 DH2283
 DH2283.The geoid height was determined by GEOID03.
 DH2283
 DH2283.The dynamic height is computed by dividing the NAVD 88
 DH2283.geopotential number by the normal gravity value computed on the
 DH2283.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2283.degrees latitude (g = 980.6199 gals.).
 DH2283
 DH2283.The modeled gravity was interpolated from observed gravity values.
 DH2283
 DH2283;                    North         East    Units  Estimated Accuracy
 DH2283;SPC AL E     -   349,600.      143,960.      MT  (+/- 180 meters Scaled)
 DH2283
 DH2283                          SUPERSEDED SURVEY CONTROL
 DH2283
 DH2283.No superseded survey control is available for this station.
 DH2283
 DH2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC521236(NAD 83)
 DH2283_MARKER: I = METAL ROD
 DH2283_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2283_SP_SET: STAINLESS STEEL ROD
 DH2283_STAMPING: B 447 1980
 DH2283_MARK LOGO: NGS   
 DH2283_PROJECTION: FLUSH
 DH2283_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2283+STABILITY: POSITION/ELEVATION WELL
 DH2283_ROD/PIPE-DEPTH: 8.5  meters
 DH2283
 DH2283  HISTORY     - Date     Condition        Report By
 DH2283  HISTORY     - 1980     MONUMENTED       NGS
 DH2283
 DH2283                          STATION DESCRIPTION
 DH2283
 DH2283'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2283'1.0 KM (0.6 MI) SW FROM BRANCHVILLE.
 DH2283'1.0 KILOMETERS (0.6 MILE) SOUTHWEST ALONG U.S. HIGHWAY 411 FROM THE
 DH2283'JUNCTION OF BLAIRS FARM ROAD IN THE SMALL TOWN OF BRANCHVILLE,
 DH2283'SET AT THE SOUTHEAST CORNER OF A BLOCK HOUSE ABOUT 300 FEET
 DH2283'NORTHWEST OF U.S. HIGHWAY 411, 16.1 METERS (52.8 FEET) SOUTH-SOUTHWEST
 DH2283'OF THE SOUTHWEST EDGE OF THE DRIVEWAY TO THE BLOCK HOUSE, 9.75 METERS
 DH2283'(32.0 FEET) SOUTH OF THE SOUTHEAST CORNER OF THE PORCH, AND 1.9
 DH2283'METERS (6.2 FEET) EAST SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE.
 DH2283'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2307 ***********************************************************************
 DH2307  DESIGNATION -  B 448
 DH2307  PID         -  DH2307
 DH2307  STATE/COUNTY-  AL/ST CLAIR
 DH2307  USGS QUAD   -  RAGLAND (1972)
 DH2307
 DH2307                         *CURRENT SURVEY CONTROL
 DH2307  ___________________________________________________________________
 DH2307* NAD 83(1986)-  33 44 43.     (N)    086 08 13.     (W)     SCALED    
 DH2307* NAVD 88     -       154.325  (meters)     506.31   (feet)  ADJUSTED  
 DH2307  ___________________________________________________________________
 DH2307  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH2307  DYNAMIC HT  -         154.159 (meters)     505.77  (feet)  COMP
 DH2307  MODELED GRAV-     979,563.8   (mgal)                       NAVD 88
 DH2307
 DH2307  VERT ORDER  -  FIRST     CLASS II
 DH2307
 DH2307.The horizontal coordinates were scaled from a topographic map and have
 DH2307.an estimated accuracy of +/- 6 seconds.
 DH2307
 DH2307.The orthometric height was determined by differential leveling
 DH2307.and adjusted by the National Geodetic Survey in June 1991..
 DH2307
 DH2307.The geoid height was determined by GEOID03.
 DH2307
 DH2307.The dynamic height is computed by dividing the NAVD 88
 DH2307.geopotential number by the normal gravity value computed on the
 DH2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2307.degrees latitude (g = 980.6199 gals.).
 DH2307
 DH2307.The modeled gravity was interpolated from observed gravity values.
 DH2307
 DH2307;                    North         East    Units  Estimated Accuracy
 DH2307;SPC AL E     -   359,890.      171,870.      MT  (+/- 180 meters Scaled)
 DH2307
 DH2307                          SUPERSEDED SURVEY CONTROL
 DH2307
 DH2307.No superseded survey control is available for this station.
 DH2307
 DH2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC799342(NAD 83)
 DH2307_MARKER: I = METAL ROD
 DH2307_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2307_SP_SET: STAINLESS STEEL ROD
 DH2307_STAMPING: B 448 1980
 DH2307_MARK LOGO: NGS   
 DH2307_PROJECTION: FLUSH
 DH2307_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2307+STABILITY: POSITION/ELEVATION WELL
 DH2307_ROD/PIPE-DEPTH: 4.6  meters
 DH2307
 DH2307  HISTORY     - Date     Condition        Report By
 DH2307  HISTORY     - 1980     MONUMENTED       NGS
 DH2307
 DH2307                          STATION DESCRIPTION
 DH2307
 DH2307'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2307'2.05 KM (1.25 MI) NE FROM RAGLAND.
 DH2307'0.2 KILOMETERS (0.1 MILE) NORTH ALONG STATE HIGHWAY 144 FROM THE POST
 DH2307'OFFICE IN RAGLAND, THENCE 1.85 KILOMETERS (1.15 MILES) EAST ALONG
 DH2307'COUNTY ROAD 26, SET ON THE SOUTH SIDE OF THE ROAD AT THE NORTHEAST
 DH2307'CORNER OF A TWO STORY BRICK HOUSE AT THE FOOT OF A HILL, 27.75 METERS
 DH2307'(91.0 FEET) SOUTH OF THE CENTER LINE OF THE ROAD, 3.35 METERS (11.0
 DH2307'FEET) SOUTH OF THE CENTER OF THE DRIVEWAY, AND 1.0 METER (3.3 FEET)
 DH2307'EAST OF THE NORTHEAST CORNER OF THE HOUSE.
 DH2307'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2471 ***********************************************************************
 DG2471  DESIGNATION -  B 449
 DG2471  PID         -  DG2471
 DG2471  STATE/COUNTY-  AL/CHEROKEE
 DG2471  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG2471
 DG2471                         *CURRENT SURVEY CONTROL
 DG2471  ___________________________________________________________________
 DG2471* NAD 83(1986)-  33 57 35.     (N)    085 25 34.     (W)     SCALED    
 DG2471* NAVD 88     -       312.406  (meters)    1024.95   (feet)  ADJUSTED  
 DG2471  ___________________________________________________________________
 DG2471  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG2471  DYNAMIC HT  -         312.076 (meters)    1023.87  (feet)  COMP
 DG2471  MODELED GRAV-     979,570.2   (mgal)                       NAVD 88
 DG2471
 DG2471  VERT ORDER  -  FIRST     CLASS II
 DG2471
 DG2471.The horizontal coordinates were scaled from a topographic map and have
 DG2471.an estimated accuracy of +/- 6 seconds.
 DG2471
 DG2471.The orthometric height was determined by differential leveling
 DG2471.and adjusted by the National Geodetic Survey in June 1991..
 DG2471
 DG2471.The geoid height was determined by GEOID03.
 DG2471
 DG2471.The dynamic height is computed by dividing the NAVD 88
 DG2471.geopotential number by the normal gravity value computed on the
 DG2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2471.degrees latitude (g = 980.6199 gals.).
 DG2471
 DG2471.The modeled gravity was interpolated from observed gravity values.
 DG2471
 DG2471;                    North         East    Units  Estimated Accuracy
 DG2471;SPC AL E     -   383,710.      237,640.      MT  (+/- 180 meters Scaled)
 DG2471
 DG2471                          SUPERSEDED SURVEY CONTROL
 DG2471
 DG2471.No superseded survey control is available for this station.
 DG2471
 DG2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC454588(NAD 83)
 DG2471_MARKER: I = METAL ROD
 DG2471_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG2471_SP_SET: STAINLESS STEEL ROD
 DG2471_STAMPING: B 449 1980
 DG2471_MARK LOGO: NGS   
 DG2471_PROJECTION: RECESSED 1 CENTIMETERS
 DG2471_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2471_ROD/PIPE-DEPTH: 3.65 meters
 DG2471
 DG2471  HISTORY     - Date     Condition        Report By
 DG2471  HISTORY     - 1980     MONUMENTED       NGS
 DG2471
 DG2471                          STATION DESCRIPTION
 DG2471
 DG2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2471'21.2 KM (13.1 MI) NE FROM PIEDMONT.
 DG2471'2.2 KILOMETERS (1.35 MILES) NORTHEAST ALONG BUSINESS HIGHWAY 278 FROM
 DG2471'THE POST OFFICE IN PIEDMONT, THENCE 19.0 KILOMETERS (11.75 MILES)
 DG2471'NORTHEAST ALONG U.S. HIGHWAY 278, TO THE MARK ON THE RIGHT IN THE
 DG2471'FRONT LAWN OF A HOUSE TRAILER OWNED AT THIS TIME BY MR. ED HOSMER,
 DG2471'14.63 METERS (48.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY
 DG2471'(A SLOPE MEASUREMENT), 22.11 METERS (72.5 FEET) NORTH OF THE NORTH
 DG2471'CORNER OF THE HOUSE TRAILER, 20.72 METERS (68.0 FEET) SOUTHEAST OF
 DG2471'THE CENTER OF THE GRAVEL DRIVEWAY FOR THE TRAILER, AND 0.46 METER
 DG2471'(1.5 FEET) SOUTHWEST OF POWER POLE NUMBER 3166015-32 WITH POWER LINES
 DG2471'CROSSING THE HIGHWAY AND A TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1373 ***********************************************************************
 BU1373  DESIGNATION -  B 45
 BU1373  PID         -  BU1373
 BU1373  STATE/COUNTY-  AL/ESCAMBIA
 BU1373  USGS QUAD   -  BREWTON SOUTH (1986)
 BU1373
 BU1373                         *CURRENT SURVEY CONTROL
 BU1373  ___________________________________________________________________
 BU1373* NAD 83(1986)-  31 06 20.     (N)    087 04 14.     (W)     SCALED    
 BU1373* NAVD 88     -        24.256  (meters)      79.58   (feet)  ADJUSTED  
 BU1373  ___________________________________________________________________
 BU1373  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BU1373  DYNAMIC HT  -          24.225 (meters)      79.48  (feet)  COMP
 BU1373  MODELED GRAV-     979,385.9   (mgal)                       NAVD 88
 BU1373
 BU1373  VERT ORDER  -  SECOND    CLASS 0
 BU1373
 BU1373.The horizontal coordinates were scaled from a topographic map and have
 BU1373.an estimated accuracy of +/- 6 seconds.
 BU1373
 BU1373.The orthometric height was determined by differential leveling
 BU1373.and adjusted by the National Geodetic Survey in June 1991..
 BU1373
 BU1373.The geoid height was determined by GEOID03.
 BU1373
 BU1373.The dynamic height is computed by dividing the NAVD 88
 BU1373.geopotential number by the normal gravity value computed on the
 BU1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1373.degrees latitude (g = 980.6199 gals.).
 BU1373
 BU1373.The modeled gravity was interpolated from observed gravity values.
 BU1373
 BU1373;                    North         East    Units  Estimated Accuracy
 BU1373;SPC AL W     -   122,640.      640,970.      MT  (+/- 180 meters Scaled)
 BU1373
 BU1373                          SUPERSEDED SURVEY CONTROL
 BU1373
 BU1373  NGVD 29 (??/??/92)   24.292  (m)           79.70   (f) ADJ UNCH    2 0
 BU1373
 BU1373.Superseded values are not recommended for survey control.
 BU1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1373.See file dsdata.txt to determine how the superseded data were derived.
 BU1373
 BU1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV932413(NAD 83)
 BU1373_MARKER: DB = BENCH MARK DISK
 BU1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1373_STAMPING: B 45 1934
 BU1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1373+STABILITY: SURFACE MOTION
 BU1373
 BU1373  HISTORY     - Date     Condition        Report By
 BU1373  HISTORY     - 1934     MONUMENTED       CGS
 BU1373
 BU1373                          STATION DESCRIPTION
 BU1373
 BU1373'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU1373'IN BREWTON.
 BU1373'AT BREWTON, ESCAMBIA COUNTY, ON U.S. HIGHWAY 31, AT THE COUNTY
 BU1373'COURTHOUSE, 94 FEET SOUTH OF THE SOUTH CURB OF THE DRIVEWAY LEADING TO
 BU1373'THE COURTHOUSE, 41 FEET NORTHWEST OF THE CENTER LINE OF U.S. HIGHWAY
 BU1373'31, 8.5 FEET NORTHEAST OF A LIGHT POST, AND 1 INCH UNDER GROUND. A
 BU1373'STANDARD DISK, STAMPED B 45 1934 AND SET IN THE TOP OF A CONCRETE
 BU1373'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2444 ***********************************************************************
 DG2444  DESIGNATION -  B 450
 DG2444  PID         -  DG2444
 DG2444  STATE/COUNTY-  AL/CALHOUN
 DG2444  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG2444
 DG2444                         *CURRENT SURVEY CONTROL
 DG2444  ___________________________________________________________________
 DG2444* NAD 83(1986)-  33 50 55.     (N)    085 51 24.     (W)     SCALED    
 DG2444* NAVD 88     -       179.327  (meters)     588.34   (feet)  ADJUSTED  
 DG2444  ___________________________________________________________________
 DG2444  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG2444  DYNAMIC HT  -         179.137 (meters)     587.72  (feet)  COMP
 DG2444  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DG2444
 DG2444  VERT ORDER  -  FIRST     CLASS II
 DG2444
 DG2444.The horizontal coordinates were scaled from a topographic map and have
 DG2444.an estimated accuracy of +/- 6 seconds.
 DG2444
 DG2444.The orthometric height was determined by differential leveling
 DG2444.and adjusted by the National Geodetic Survey in June 1991..
 DG2444
 DG2444.The geoid height was determined by GEOID03.
 DG2444
 DG2444.The dynamic height is computed by dividing the NAVD 88
 DG2444.geopotential number by the normal gravity value computed on the
 DG2444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2444.degrees latitude (g = 980.6199 gals.).
 DG2444
 DG2444.The modeled gravity was interpolated from observed gravity values.
 DG2444
 DG2444;                    North         East    Units  Estimated Accuracy
 DG2444;SPC AL E     -   371,310.      197,840.      MT  (+/- 180 meters Scaled)
 DG2444
 DG2444                          SUPERSEDED SURVEY CONTROL
 DG2444
 DG2444.No superseded survey control is available for this station.
 DG2444
 DG2444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC057459(NAD 83)
 DG2444_MARKER: I = METAL ROD
 DG2444_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG2444_SP_SET: STAINLESS STEEL ROD
 DG2444_STAMPING: B 450 1980
 DG2444_MARK LOGO: NGS   
 DG2444_PROJECTION: RECESSED 2 CENTIMETERS
 DG2444_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG2444+STABILITY: POSITION/ELEVATION WELL
 DG2444_ROD/PIPE-DEPTH: 9.7  meters
 DG2444
 DG2444  HISTORY     - Date     Condition        Report By
 DG2444  HISTORY     - 1980     MONUMENTED       NGS
 DG2444
 DG2444                          STATION DESCRIPTION
 DG2444
 DG2444'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2444'11.25 KM (6.95 MI) WEST FROM JACKSONVILLE.
 DG2444'1.3 KILOMETERS (0.8 MILE) NORTH ALONG STATE HIGHWAY 21 FROM THE POST
 DG2444'OFFICE IN JACKSONVILLE, TO THE JUNCTION OF STATE HIGHWAY 204, THENCE
 DG2444'9.95 KILOMETERS (6.15 MILES) WEST ALONG STATE HIGHWAY 204 TO THE SEVEN
 DG2444'SPRINGS CEMETERY AND THE MARK ON THE SOUTH SIDE OF THE HIGHWAY, SET AT
 DG2444'THE NORTHWEST CORNER OF BRICK BOUNDARY OF THE JOHNSON PLOT,  45.3
 DG2444'METERS (148.6 FEET) SOUTH OF THE CENTER LINE OF THE HIGHWAY, 3.68
 DG2444'METERS (12.1 FEET) NORTH OF THE TOMBSTONE OF THOMAS ROSS JOHNSON JR,
 DG2444'3.78 METERS (12.4 FEET) NORTHEAST OF THE TOMBSTONE OF PHYLLIS JOY
 DG2444'ANGEL, AND 0.3 METER (1.0 FOOT) WEST OF THE NORTHWEST CORNER OF THE
 DG2444'BOUNDARY OF THE JOHNSON PLOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2364 ***********************************************************************
 DH2364  DESIGNATION -  B 451
 DH2364  PID         -  DH2364
 DH2364  STATE/COUNTY-  AL/JEFFERSON
 DH2364  USGS QUAD   -  BESSEMER (1988)
 DH2364
 DH2364                         *CURRENT SURVEY CONTROL
 DH2364  ___________________________________________________________________
 DH2364* NAD 83(1986)-  33 27 12.     (N)    086 57 00.     (W)     SCALED    
 DH2364* NAVD 88     -       164.777  (meters)     540.61   (feet)  ADJUSTED  
 DH2364  ___________________________________________________________________
 DH2364  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH2364  DYNAMIC HT  -         164.595 (meters)     540.01  (feet)  COMP
 DH2364  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 DH2364
 DH2364  VERT ORDER  -  FIRST     CLASS II
 DH2364
 DH2364.The horizontal coordinates were scaled from a topographic map and have
 DH2364.an estimated accuracy of +/- 6 seconds.
 DH2364
 DH2364.The orthometric height was determined by differential leveling
 DH2364.and adjusted by the National Geodetic Survey in June 1991..
 DH2364
 DH2364.The geoid height was determined by GEOID03.
 DH2364
 DH2364.The dynamic height is computed by dividing the NAVD 88
 DH2364.geopotential number by the normal gravity value computed on the
 DH2364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2364.degrees latitude (g = 980.6199 gals.).
 DH2364
 DH2364.The modeled gravity was interpolated from observed gravity values.
 DH2364
 DH2364;                    North         East    Units  Estimated Accuracy
 DH2364;SPC AL W     -   383,020.      651,130.      MT  (+/- 180 meters Scaled)
 DH2364
 DH2364                          SUPERSEDED SURVEY CONTROL
 DH2364
 DH2364.No superseded survey control is available for this station.
 DH2364
 DH2364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC046015(NAD 83)
 DH2364_MARKER: I = METAL ROD
 DH2364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2364_SP_SET: STAINLESS STEEL ROD
 DH2364_STAMPING: B 451 1980
 DH2364_MARK LOGO: NGS   
 DH2364_PROJECTION: FLUSH
 DH2364_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2364+STABILITY: POSITION/ELEVATION WELL
 DH2364_ROD/PIPE-DEPTH: 6.1  meters
 DH2364
 DH2364  HISTORY     - Date     Condition        Report By
 DH2364  HISTORY     - 1980     MONUMENTED       NGS
 DH2364
 DH2364                          STATION DESCRIPTION
 DH2364
 DH2364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2364'IN WEST FAIRFIELD.
 DH2364'IN WEST FAIRFIELD, IN THE NORTHWEST ANGLE OF THE INTERSECTION OF
 DH2364'9TH AVENUE AND 15TH STREET NEAR THE SOUTH END OF A CHAIN LINK FENCE,
 DH2364'60.80 METERS (109.5 FEET) EAST OF THE CENTER LINE OF JAYBIRD ROAD,
 DH2364'18.26 METERS (59.9 FEET) NORTH OF THE CENTER OF 9TH AVENUE, 6.86
 DH2364'METERS (22.5 FEET) WEST OF THE CENTER OF 15TH STREET, 0.50 METER
 DH2364'(1.65 FEET) WEST OF THE SOUTH END OF THE CHAIN LINK FENCE.
 DH2364'THE MARK IS 0.55 METERS  SW FROM A WITNESS POST.
 DH2364'THE MARK IS ABOVE LEVEL WITH 15TH STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2870 ***********************************************************************
 CN2870  DESIGNATION -  B 452
 CN2870  PID         -  CN2870
 CN2870  STATE/COUNTY-  AL/DALLAS
 CN2870  USGS QUAD   -  SELMA (1977)
 CN2870
 CN2870                         *CURRENT SURVEY CONTROL
 CN2870  ___________________________________________________________________
 CN2870* NAD 83(1986)-  32 24 43.     (N)    087 01 26.     (W)     SCALED    
 CN2870* NAVD 88     -        42.553  (meters)     139.61   (feet)  ADJUSTED  
 CN2870  ___________________________________________________________________
 CN2870  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CN2870  DYNAMIC HT  -          42.504 (meters)     139.45  (feet)  COMP
 CN2870  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 CN2870
 CN2870  VERT ORDER  -  FIRST     CLASS II
 CN2870
 CN2870.The horizontal coordinates were scaled from a topographic map and have
 CN2870.an estimated accuracy of +/- 6 seconds.
 CN2870
 CN2870.The orthometric height was determined by differential leveling
 CN2870.and adjusted by the National Geodetic Survey in June 1991..
 CN2870
 CN2870.The geoid height was determined by GEOID03.
 CN2870
 CN2870.The dynamic height is computed by dividing the NAVD 88
 CN2870.geopotential number by the normal gravity value computed on the
 CN2870.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2870.degrees latitude (g = 980.6199 gals.).
 CN2870
 CN2870.The modeled gravity was interpolated from observed gravity values.
 CN2870
 CN2870;                    North         East    Units  Estimated Accuracy
 CN2870;SPC AL W     -   267,500.      644,780.      MT  (+/- 180 meters Scaled)
 CN2870
 CN2870                          SUPERSEDED SURVEY CONTROL
 CN2870
 CN2870.No superseded survey control is available for this station.
 CN2870
 CN2870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA977860(NAD 83)
 CN2870_MARKER: I = METAL ROD
 CN2870_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CN2870_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CN2870_STAMPING: B 452 1981
 CN2870_MARK LOGO: NGS   
 CN2870_PROJECTION: FLUSH
 CN2870_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CN2870+STABILITY: POSITION/ELEVATION WELL
 CN2870_ROD/PIPE-DEPTH: 13.4 meters
 CN2870_SLEEVE-DEPTH  : 6.0 meters
 CN2870
 CN2870  HISTORY     - Date     Condition        Report By
 CN2870  HISTORY     - 1981     MONUMENTED       NGS
 CN2870
 CN2870                          STATION DESCRIPTION
 CN2870
 CN2870'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2870'IN SELMA.
 CN2870'IN SELMA, AT THE SELMA DALLAS COUNTY CHAMBER OF COMMERCE BUILDING
 CN2870'513 LAUDERDALE STREET, BETWEEN FURNISS AND ABBOTT AVENUES, SET
 CN2870'SOUTHWEST OF THE SOUTH CORNER OF THE BUILDING, 8.97 METERS (29.4
 CN2870'FEET) NORTH AND ACROSS THE PAVED DRIVEWAY FROM THE WEST CORNER OF
 CN2870'THE WHBB-WTUN RADIO STATION BUILDING, 4.75 METERS (15.6 FEET)
 CN2870'SOUTHEAST OF THE SOUTHEAST EDGE OF THE SIDEWALK OF THE SOUTHEAST
 CN2870'REAR ENTRANCE OF THE BUILDING, 0.73 METER (2.4 FEET) SOUTHWEST
 CN2870'OF THE SOUTH CORNER OF THE BUILDING, 0.73 METER (2.4 FEET) SOUTHWEST
 CN2870'OF THE SOUTH CORNER OF THE BUILDING.
 CN2870'THE MARK IS 0.15 M ABOVE PAVED DRIVEWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2888 ***********************************************************************
 CN2888  DESIGNATION -  B 453
 CN2888  PID         -  CN2888
 CN2888  STATE/COUNTY-  AL/AUTAUGA
 CN2888  USGS QUAD   -  JONES (1982)
 CN2888
 CN2888                         *CURRENT SURVEY CONTROL
 CN2888  ___________________________________________________________________
 CN2888* NAD 83(1986)-  32 34 17.     (N)    086 53 32.     (W)     SCALED    
 CN2888* NAVD 88     -        66.944  (meters)     219.63   (feet)  ADJUSTED  
 CN2888  ___________________________________________________________________
 CN2888  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CN2888  DYNAMIC HT  -          66.867 (meters)     219.38  (feet)  COMP
 CN2888  MODELED GRAV-     979,479.0   (mgal)                       NAVD 88
 CN2888
 CN2888  VERT ORDER  -  FIRST     CLASS II
 CN2888
 CN2888.The horizontal coordinates were scaled from a topographic map and have
 CN2888.an estimated accuracy of +/- 6 seconds.
 CN2888
 CN2888.The orthometric height was determined by differential leveling
 CN2888.and adjusted by the National Geodetic Survey in June 1991..
 CN2888
 CN2888.The geoid height was determined by GEOID03.
 CN2888
 CN2888.The dynamic height is computed by dividing the NAVD 88
 CN2888.geopotential number by the normal gravity value computed on the
 CN2888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2888.degrees latitude (g = 980.6199 gals.).
 CN2888
 CN2888.The modeled gravity was interpolated from observed gravity values.
 CN2888
 CN2888;                    North         East    Units  Estimated Accuracy
 CN2888;SPC AL W     -   285,250.      657,070.      MT  (+/- 180 meters Scaled)
 CN2888
 CN2888                          SUPERSEDED SURVEY CONTROL
 CN2888
 CN2888.No superseded survey control is available for this station.
 CN2888
 CN2888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB101037(NAD 83)
 CN2888_MARKER: I = METAL ROD
 CN2888_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CN2888_SP_SET: STAINLESS STEEL ROD
 CN2888_STAMPING: B 453 1981
 CN2888_MARK LOGO: NGS   
 CN2888_PROJECTION: FLUSH
 CN2888_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2888_ROD/PIPE-DEPTH: 10.4 meters
 CN2888
 CN2888  HISTORY     - Date     Condition        Report By
 CN2888  HISTORY     - 1981     MONUMENTED       NGS
 CN2888
 CN2888                          STATION DESCRIPTION
 CN2888
 CN2888'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2888'1.2 KM (0.75 MI) SOUTH FROM JONES.
 CN2888'1.2 KILOMETERS (0.75 MILE) SOUTH ALONG COUNTY ROAD 83 FROM THE UNITED
 CN2888'METHODIST CHURCH IN JONES, TO THE MARK ON THE RIGHT, ON ROAD
 CN2888'RIGHT-OF-WAY PROPERTY NEAR AN UNDERGROUND CABLE WARNING SIGN, 12.8
 CN2888'METERS (42.0 FT) WEST OF THE CENTERLINE OF COUNTY ROAD 83, 6.86 METERS
 CN2888'(22.5 FEET) NORTH OF A DOUBLE TRUNKED 20-INCH WATER OAK TREE, 0.55
 CN2888'METER (1.8 FEET) SOUTH OF THE UNDER GROUND CABLE WARNING SIGN, 0.31
 CN2888'METER (1.0 FOOT) EAST OF A BARBED WIRE FENCE LINE.
 CN2888'THE MARK IS 0.55 METERS  N FROM A WITNESS POST.
 CN2888'THE MARK IS 2.0 M BELOW COUNTY ROAD 83.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1398 ***********************************************************************
 BT1398  DESIGNATION -  B 454
 BT1398  PID         -  BT1398
 BT1398  STATE/COUNTY-  AL/HOUSTON
 BT1398  USGS QUAD   -  MADRID (1969)
 BT1398
 BT1398                         *CURRENT SURVEY CONTROL
 BT1398  ___________________________________________________________________
 BT1398* NAD 83(1986)-  31 02 06.     (N)    085 24 22.     (W)     SCALED    
 BT1398* NAVD 88     -        52.823  (meters)     173.30   (feet)  ADJUSTED  
 BT1398  ___________________________________________________________________
 BT1398  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BT1398  DYNAMIC HT  -          52.756 (meters)     173.08  (feet)  COMP
 BT1398  MODELED GRAV-     979,375.1   (mgal)                       NAVD 88
 BT1398
 BT1398  VERT ORDER  -  FIRST     CLASS II
 BT1398
 BT1398.The horizontal coordinates were scaled from a topographic map and have
 BT1398.an estimated accuracy of +/- 6 seconds.
 BT1398
 BT1398.The orthometric height was determined by differential leveling
 BT1398.and adjusted by the National Geodetic Survey in June 1991..
 BT1398
 BT1398.The geoid height was determined by GEOID03.
 BT1398
 BT1398.The dynamic height is computed by dividing the NAVD 88
 BT1398.geopotential number by the normal gravity value computed on the
 BT1398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1398.degrees latitude (g = 980.6199 gals.).
 BT1398
 BT1398.The modeled gravity was interpolated from observed gravity values.
 BT1398
 BT1398;                    North         East    Units  Estimated Accuracy
 BT1398;SPC AL E     -    59,390.      240,790.      MT  (+/- 180 meters Scaled)
 BT1398
 BT1398                          SUPERSEDED SURVEY CONTROL
 BT1398
 BT1398.No superseded survey control is available for this station.
 BT1398
 BT1398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV521345(NAD 83)
 BT1398_MARKER: I = METAL ROD
 BT1398_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1398_SP_SET: STAINLESS STEEL ROD
 BT1398_STAMPING: B 454 1981
 BT1398_MARK LOGO: NGS   
 BT1398_PROJECTION: FLUSH
 BT1398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1398_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BT1398+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BT1398_ROD/PIPE-DEPTH: 9.7  meters
 BT1398
 BT1398  HISTORY     - Date     Condition        Report By
 BT1398  HISTORY     - 1981     MONUMENTED       NGS
 BT1398  HISTORY     - 1987     GOOD             USPSQD
 BT1398  HISTORY     - 20040412 GOOD             ALHD
 BT1398
 BT1398                          STATION DESCRIPTION
 BT1398
 BT1398'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1398'9.3 KM (5.8 MI) NORTH FROM CAMPBELLTON.
 BT1398'9.3 KILOMETERS (5.8 MILES) NORTH ALONG US HIGHWAY 231 FROM THE
 BT1398'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE RIGHT, 24.69 METERS
 BT1398'(81 FEET) EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 BT1398'HIGHWAY, 0.94 METER (3.1 FEET) NORTH OF A UTILITY POLE, 45.41
 BT1398'METERS (149 FEET) NORTH OF THE CENTER LINE OF A PAVED ROAD.
 BT1398'THE MARK IS 0.40 METERS  S FROM A WITNESS POST.
 BT1398'THE MARK IS 0.60 M BELOW HIGHWAY.
 BT1398
 BT1398                          STATION RECOVERY (1987)
 BT1398
 BT1398'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 BT1398'RECOVERED IN GOOD CONDITION.
 BT1398
 BT1398                          STATION RECOVERY (2004)
 BT1398
 BT1398'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BT1398'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1487 ***********************************************************************
 BT1487  DESIGNATION -  B 455
 BT1487  PID         -  BT1487
 BT1487  STATE/COUNTY-  AL/PIKE
 BT1487  USGS QUAD   -  BANKS (1968)
 BT1487
 BT1487                         *CURRENT SURVEY CONTROL
 BT1487  ___________________________________________________________________
 BT1487* NAD 83(1986)-  31 48 56.     (N)    085 50 32.     (W)     SCALED    
 BT1487* NAVD 88     -       168.697  (meters)     553.47   (feet)  ADJUSTED  
 BT1487  ___________________________________________________________________
 BT1487  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BT1487  DYNAMIC HT  -         168.497 (meters)     552.81  (feet)  COMP
 BT1487  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 BT1487
 BT1487  VERT ORDER  -  FIRST     CLASS II
 BT1487
 BT1487.The horizontal coordinates were scaled from a topographic map and have
 BT1487.an estimated accuracy of +/- 6 seconds.
 BT1487
 BT1487.The orthometric height was determined by differential leveling
 BT1487.and adjusted by the National Geodetic Survey in June 1991..
 BT1487
 BT1487.The geoid height was determined by GEOID03.
 BT1487
 BT1487.The dynamic height is computed by dividing the NAVD 88
 BT1487.geopotential number by the normal gravity value computed on the
 BT1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1487.degrees latitude (g = 980.6199 gals.).
 BT1487
 BT1487.The modeled gravity was interpolated from observed gravity values.
 BT1487
 BT1487;                    North         East    Units  Estimated Accuracy
 BT1487;SPC AL E     -   145,850.      199,160.      MT  (+/- 180 meters Scaled)
 BT1487
 BT1487                          SUPERSEDED SURVEY CONTROL
 BT1487
 BT1487.No superseded survey control is available for this station.
 BT1487
 BT1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA095205(NAD 83)
 BT1487_MARKER: I = METAL ROD
 BT1487_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1487_SP_SET: STAINLESS STEEL ROD
 BT1487_STAMPING: B 455 1981
 BT1487_MARK LOGO: NGS   
 BT1487_PROJECTION: FLUSH
 BT1487_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1487_ROD/PIPE-DEPTH: 23.2 meters
 BT1487
 BT1487  HISTORY     - Date     Condition        Report By
 BT1487  HISTORY     - 1981     MONUMENTED       NGS
 BT1487
 BT1487                          STATION DESCRIPTION
 BT1487
 BT1487'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1487'IN BANKS.
 BT1487'IN BANKS, ON THE PROPERTY OF THE BANKS BAPTIST CHURCH ALONG US
 BT1487'HIGHWAY 29, TO THE MARK ON THE RIGHT, 9.15 METERS (30.0 FEET)
 BT1487'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 20.18 METERS (66.2
 BT1487'FEET) WEST OF THE WEST CORNER OF THE CHURCH, 0.73 METER (2.4
 BT1487'FEET) NORTHEAST OF A POWER POLE, 6.1 METERS (20.0 FEET) NORTHEAST
 BT1487'OF THE CENTER OF A PAVED ROAD LEADING SOUTHEAST.
 BT1487'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1501 ***********************************************************************
 BT1501  DESIGNATION -  B 456
 BT1501  PID         -  BT1501
 BT1501  STATE/COUNTY-  AL/PIKE
 BT1501  USGS QUAD   -  TROY (1981)
 BT1501
 BT1501                         *CURRENT SURVEY CONTROL
 BT1501  ___________________________________________________________________
 BT1501* NAD 83(1986)-  31 48 34.     (N)    085 58 21.     (W)     SCALED    
 BT1501* NAVD 88     -       168.948  (meters)     554.29   (feet)  ADJUSTED  
 BT1501  ___________________________________________________________________
 BT1501  GEOID HEIGHT-         -26.55  (meters)                     GEOID03
 BT1501  DYNAMIC HT  -         168.746 (meters)     553.63  (feet)  COMP
 BT1501  MODELED GRAV-     979,444.6   (mgal)                       NAVD 88
 BT1501  OBS GRAVITY -     979,444.4   (mgal)                       GRAV_OBS
 BT1501
 BT1501  VERT ORDER  -  FIRST     CLASS II
 BT1501
 BT1501.The horizontal coordinates were scaled from a topographic map and have
 BT1501.an estimated accuracy of +/- 6 seconds.
 BT1501
 BT1501.The orthometric height was determined by differential leveling
 BT1501.and adjusted by the National Geodetic Survey in June 1991..
 BT1501
 BT1501.The geoid height was determined by GEOID03.
 BT1501
 BT1501.The dynamic height is computed by dividing the NAVD 88
 BT1501.geopotential number by the normal gravity value computed on the
 BT1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1501.degrees latitude (g = 980.6199 gals.).
 BT1501
 BT1501.The modeled gravity was interpolated from observed gravity values.
 BT1501.The observed gravity was obtained from relative gravimeter ties
 BT1501.to the IGSN71 gravity network.
 BT1501
 BT1501;                    North         East    Units  Estimated Accuracy
 BT1501;SPC AL E     -   145,180.      186,820.      MT  (+/- 180 meters Scaled)
 BT1501
 BT1501                          SUPERSEDED SURVEY CONTROL
 BT1501
 BT1501.No superseded survey control is available for this station.
 BT1501
 BT1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA972197(NAD 83)
 BT1501_MARKER: I = METAL ROD
 BT1501_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BT1501_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BT1501_STAMPING: B 456 1981
 BT1501_MARK LOGO: NGS   
 BT1501_PROJECTION: FLUSH
 BT1501_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT1501+STABILITY: POSITION/ELEVATION WELL
 BT1501_ROD/PIPE-DEPTH: 23.2 meters
 BT1501_SLEEVE-DEPTH  : 6.0 meters
 BT1501
 BT1501  HISTORY     - Date     Condition        Report By
 BT1501  HISTORY     - 1981     MONUMENTED       NGS
 BT1501
 BT1501                          STATION DESCRIPTION
 BT1501
 BT1501'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1501'IN TROY.
 BT1501'IN TROY, AT THE TROY BANK AND TRUST COMPANY AT 300 THREE NOTCH ROAD
 BT1501'(STATE HIGHWAYS 29, 87 AND US HIGHWAY 231 ALT), AT THE INTERSECTION OF
 BT1501'ACADEMY STREET, 0.16 KILOMETER (0.1 MILE) NORTH OF THE CITY SQUARE,
 BT1501'4.72 METERS (15.5 FEET) WEST OF THE WEST EDGE OF THE SIDEWALK OF
 BT1501'THREE NOTCH ROAD, 3.60 METERS (11.8 FEET) SOUTH OF THE SOUTH FACE OF
 BT1501'THE CONCRETE RETAINING WALL OF THE MAIN ENTRANCE WALK OF THE BANK,
 BT1501'2.56 METERS (9.7 FEET) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF THE
 BT1501'BANK, 1.06 METERS (3.5 FEET) EAST OF THE EAST FACE OF THE BANK.
 BT1501'THE MARK IS 0.3 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1460 ***********************************************************************
 BT1460  DESIGNATION -  B 457
 BT1460  PID         -  BT1460
 BT1460  STATE/COUNTY-  AL/DALE
 BT1460  USGS QUAD   -  ARITON (1981)
 BT1460
 BT1460                         *CURRENT SURVEY CONTROL
 BT1460  ___________________________________________________________________
 BT1460* NAD 83(1986)-  31 33 16.     (N)    085 44 39.     (W)     SCALED    
 BT1460* NAVD 88     -       112.513  (meters)     369.14   (feet)  ADJUSTED  
 BT1460  ___________________________________________________________________
 BT1460  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BT1460  DYNAMIC HT  -         112.379 (meters)     368.70  (feet)  COMP
 BT1460  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 BT1460
 BT1460  VERT ORDER  -  FIRST     CLASS II
 BT1460
 BT1460.The horizontal coordinates were scaled from a topographic map and have
 BT1460.an estimated accuracy of +/- 6 seconds.
 BT1460
 BT1460.The orthometric height was determined by differential leveling
 BT1460.and adjusted by the National Geodetic Survey in June 1991..
 BT1460
 BT1460.The geoid height was determined by GEOID03.
 BT1460
 BT1460.The dynamic height is computed by dividing the NAVD 88
 BT1460.geopotential number by the normal gravity value computed on the
 BT1460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1460.degrees latitude (g = 980.6199 gals.).
 BT1460
 BT1460.The modeled gravity was interpolated from observed gravity values.
 BT1460
 BT1460;                    North         East    Units  Estimated Accuracy
 BT1460;SPC AL E     -   116,910.      208,470.      MT  (+/- 180 meters Scaled)
 BT1460
 BT1460                          SUPERSEDED SURVEY CONTROL
 BT1460
 BT1460.No superseded survey control is available for this station.
 BT1460
 BT1460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV191917(NAD 83)
 BT1460_MARKER: I = METAL ROD
 BT1460_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1460_SP_SET: STAINLESS STEEL ROD
 BT1460_STAMPING: B 457 1981
 BT1460_MARK LOGO: NGS   
 BT1460_PROJECTION: FLUSH
 BT1460_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1460_ROD/PIPE-DEPTH: 18.2 meters
 BT1460
 BT1460  HISTORY     - Date     Condition        Report By
 BT1460  HISTORY     - 1981     MONUMENTED       NGS
 BT1460
 BT1460                          STATION DESCRIPTION
 BT1460
 BT1460'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1460'14.55 KM (9.05 MI) NW FROM OZARK.
 BT1460'14.55 KILOMETERS (9.05 MILES) NORTHWEST ALONG US HIGHWAY 231 FROM
 BT1460'THE JUNCTION OF STATE HIGHWAY 249 IN OZARK TO THE MARK ON THE RIGHT,
 BT1460'7.17 METERS (23.5 FEET) NORTHEAST OF THE CENTER LINE OF THE NORTHBOUND
 BT1460'LANE OF THE HIGHWAY, 9.15 METERS (30.0 FEET) NORTHWEST OF
 BT1460'THE SOUTHEAST END OF GUARDRAIL, 0.31 METER (1.0 FOOT) NORTHEAST
 BT1460'OF THE GUARDRAIL.
 BT1460'THE MARK IS 0.62 METERS  NW FROM A WITNESS POST.
 BT1460'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1416 ***********************************************************************
 BT1416  DESIGNATION -  B 458
 BT1416  PID         -  BT1416
 BT1416  STATE/COUNTY-  AL/HOUSTON
 BT1416  USGS QUAD   -  MIDLAND CITY (1981)
 BT1416
 BT1416                         *CURRENT SURVEY CONTROL
 BT1416  ___________________________________________________________________
 BT1416* NAD 83(1986)-  31 15 29.     (N)    085 24 44.     (W)     SCALED    
 BT1416* NAVD 88     -        95.965  (meters)     314.85   (feet)  ADJUSTED  
 BT1416  ___________________________________________________________________
 BT1416  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT1416  DYNAMIC HT  -          95.846 (meters)     314.45  (feet)  COMP
 BT1416  MODELED GRAV-     979,400.7   (mgal)                       NAVD 88
 BT1416
 BT1416  VERT ORDER  -  FIRST     CLASS II
 BT1416
 BT1416.The horizontal coordinates were scaled from a topographic map and have
 BT1416.an estimated accuracy of +/- 6 seconds.
 BT1416
 BT1416.The orthometric height was determined by differential leveling
 BT1416.and adjusted by the National Geodetic Survey in June 1991..
 BT1416
 BT1416.The geoid height was determined by GEOID03.
 BT1416
 BT1416.The dynamic height is computed by dividing the NAVD 88
 BT1416.geopotential number by the normal gravity value computed on the
 BT1416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1416.degrees latitude (g = 980.6199 gals.).
 BT1416
 BT1416.The modeled gravity was interpolated from observed gravity values.
 BT1416
 BT1416;                    North         East    Units  Estimated Accuracy
 BT1416;SPC AL E     -    84,120.      240,110.      MT  (+/- 180 meters Scaled)
 BT1416
 BT1416                          SUPERSEDED SURVEY CONTROL
 BT1416
 BT1416.No superseded survey control is available for this station.
 BT1416
 BT1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV511592(NAD 83)
 BT1416_MARKER: I = METAL ROD
 BT1416_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1416_SP_SET: STAINLESS STEEL ROD
 BT1416_STAMPING: B 458 1981
 BT1416_MARK LOGO: NGS   
 BT1416_PROJECTION: FLUSH
 BT1416_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1416_ROD/PIPE-DEPTH: 7.3  meters
 BT1416
 BT1416  HISTORY     - Date     Condition        Report By
 BT1416  HISTORY     - 1981     MONUMENTED       NGS
 BT1416
 BT1416                          STATION DESCRIPTION
 BT1416
 BT1416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1416'6.88 KM (4.3 MI) SE FROM GRIMES.
 BT1416'6.88 KILOMETERS (4.3 MILES) SOUTHEAST ALONG DENTON ROAD FROM THE
 BT1416'JUNCTION OF COUNTY ROAD 87 IN GRIMES, TO THE MARK ON THE RIGHT, ON THE
 BT1416'PROPERTY OF HOUSE NUMBER 2229, ALSO 2.16 KILOMETERS (1.35 MILES)
 BT1416'NORTHWEST ALONG DENTON ROAD FROM THE JUNCTION OF US HIGHWAY 231
 BT1416'BUSINESS IN DOTHAN, 14.63 METERS (48.0 FEET) WEST OF THE CENTER LINE
 BT1416'OF THE ROAD, 15.46 METERS (50.7 FEET) EAST-NORTHEAST OF THE NORTHEAST
 BT1416'CORNER OF THE HOUSE, 1.95 METERS (6.4 FEET) WEST OF THE EAST END OF A
 BT1416'4-FOOT CHAIN LINK FENCE, 0.43 METER (1.4 FEET) SOUTH OF THE FENCE
 BT1416'LINE.
 BT1416'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2323 ***********************************************************************
 DH2323  DESIGNATION -  B 459
 DH2323  PID         -  DH2323
 DH2323  STATE/COUNTY-  AL/SHELBY
 DH2323  USGS QUAD   -  ALDRICH (1979)
 DH2323
 DH2323                         *CURRENT SURVEY CONTROL
 DH2323  ___________________________________________________________________
 DH2323* NAD 83(1986)-  33 03 51.     (N)    086 53 38.     (W)     SCALED    
 DH2323* NAVD 88     -       124.554  (meters)     408.64   (feet)  ADJUSTED  
 DH2323  ___________________________________________________________________
 DH2323  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2323  DYNAMIC HT  -         124.412 (meters)     408.18  (feet)  COMP
 DH2323  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 DH2323
 DH2323  VERT ORDER  -  FIRST     CLASS II
 DH2323
 DH2323.The horizontal coordinates were scaled from a topographic map and have
 DH2323.an estimated accuracy of +/- 6 seconds.
 DH2323
 DH2323.The orthometric height was determined by differential leveling
 DH2323.and adjusted by the National Geodetic Survey in June 1991..
 DH2323
 DH2323.The geoid height was determined by GEOID03.
 DH2323
 DH2323.The dynamic height is computed by dividing the NAVD 88
 DH2323.geopotential number by the normal gravity value computed on the
 DH2323.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2323.degrees latitude (g = 980.6199 gals.).
 DH2323
 DH2323.The modeled gravity was interpolated from observed gravity values.
 DH2323
 DH2323;                    North         East    Units  Estimated Accuracy
 DH2323;SPC AL W     -   339,890.      656,600.      MT  (+/- 180 meters Scaled)
 DH2323
 DH2323                          SUPERSEDED SURVEY CONTROL
 DH2323
 DH2323.No superseded survey control is available for this station.
 DH2323
 DH2323_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB099584(NAD 83)
 DH2323_MARKER: I = METAL ROD
 DH2323_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2323_SP_SET: STAINLESS STEEL ROD
 DH2323_STAMPING: B 459 1981
 DH2323_MARK LOGO: NGS   
 DH2323_PROJECTION: FLUSH
 DH2323_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2323_ROD/PIPE-DEPTH: 7.3  meters
 DH2323
 DH2323  HISTORY     - Date     Condition        Report By
 DH2323  HISTORY     - 1981     MONUMENTED       NGS
 DH2323
 DH2323                          STATION DESCRIPTION
 DH2323
 DH2323'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DH2323'5.2 KM (3.25 MI) SW FROM MONTEVALLO.
 DH2323'1.05 KILOMETERS (0.65 MILE) SOUTHWEST ALONG STATE HIGHWAY 119
 DH2323'FROM THE JUNCTION OF COUNTY ROAD 10 IN MONTEVALLO, THENCE 4.2
 DH2323'KILOMETERS (2.6 MILES) SOUTHWEST ALONG STATE HIGHWAY 25 TO THE MARK
 DH2323'ON THE RIGHT, 0.2 KILOMETER (0.1 MILE) SOUTHWEST OF MILE POST 109,
 DH2323'13.72 METERS (45.0 FEET) NORTHWEST OF THE CENTERLINE OF THE HIGHWAY,
 DH2323'0.73 METER (2.4 FEET) SOUTHWEST OF UTILITY POLE 83.
 DH2323'THE MARK IS 0.48 METERS  NE FROM A WITNESS POST.
 DH2323'THE MARK IS 0.75 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0163 ***********************************************************************
 EG0163  DESIGNATION -  B 46
 EG0163  PID         -  EG0163
 EG0163  STATE/COUNTY-  AL/FRANKLIN
 EG0163  USGS QUAD   -  HALLTOWN (1976)
 EG0163
 EG0163                         *CURRENT SURVEY CONTROL
 EG0163  ___________________________________________________________________
 EG0163* NAD 83(1986)-  34 25 15.     (N)    088 06 56.     (W)     SCALED    
 EG0163* NAVD 88     -       205.900  (meters)     675.52   (feet)  ADJUSTED  
 EG0163  ___________________________________________________________________
 EG0163  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 EG0163  DYNAMIC HT  -         205.691 (meters)     674.84  (feet)  COMP
 EG0163  MODELED GRAV-     979,619.6   (mgal)                       NAVD 88
 EG0163
 EG0163  VERT ORDER  -  SECOND    CLASS 0
 EG0163
 EG0163.The horizontal coordinates were scaled from a topographic map and have
 EG0163.an estimated accuracy of +/- 6 seconds.
 EG0163
 EG0163.The orthometric height was determined by differential leveling
 EG0163.and adjusted by the National Geodetic Survey in June 1991..
 EG0163
 EG0163.The geoid height was determined by GEOID03.
 EG0163
 EG0163.The dynamic height is computed by dividing the NAVD 88
 EG0163.geopotential number by the normal gravity value computed on the
 EG0163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0163.degrees latitude (g = 980.6199 gals.).
 EG0163
 EG0163.The modeled gravity was interpolated from observed gravity values.
 EG0163
 EG0163;                    North         East    Units  Estimated Accuracy
 EG0163;SPC AL W     -   490,370.      543,420.      MT  (+/- 180 meters Scaled)
 EG0163
 EG0163                          SUPERSEDED SURVEY CONTROL
 EG0163
 EG0163  NGVD 29 (??/??/92)  205.849  (m)          675.36   (f) ADJ UNCH    2 0
 EG0163
 EG0163.Superseded values are not recommended for survey control.
 EG0163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0163.See file dsdata.txt to determine how the superseded data were derived.
 EG0163
 EG0163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD974093(NAD 83)
 EG0163_MARKER: DB = BENCH MARK DISK
 EG0163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0163_STAMPING: B 46 1934
 EG0163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0163+STABILITY: SURFACE MOTION
 EG0163
 EG0163  HISTORY     - Date     Condition        Report By
 EG0163  HISTORY     - 1934     MONUMENTED       CGS
 EG0163  HISTORY     - 1950     GOOD             TVA
 EG0163  HISTORY     - 20010822 MARK NOT FOUND   ALHD
 EG0163  HISTORY     - 20050526 MARK NOT FOUND   ALHD
 EG0163
 EG0163                          STATION DESCRIPTION
 EG0163
 EG0163'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EG0163'2.4 MI SE FROM RED BAY.
 EG0163'2.4 MILES SOUTHEAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 EG0163'STATION AT RED BAY, FRANKLIN COUNTY, 73.5 FEET SOUTHEAST OF THE
 EG0163'ELEVENTH POLE NORTHWEST OF MILEPOST 34 (R 46), 63 FEET EAST OF THE
 EG0163'CENTER OF A  ROAD AND TRACK, 34.8 FEET WEST OF AN 18-INCH OAK TREE, 1
 EG0163'FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET SOUTH OF A
 EG0163'T.V.A. STEEL POST WITH A CONTROL-MARKER SIGN.  A STANDARD DISK,
 EG0163'STAMPED B 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EG0163
 EG0163                          STATION RECOVERY (2001)
 EG0163
 EG0163'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EG0163'MARK NOT FOUND.
 EG0163
 EG0163                          STATION RECOVERY (2005)
 EG0163
 EG0163'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EG0163'REFERENCES GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2894 ***********************************************************************
 CN2894  DESIGNATION -  B 460
 CN2894  PID         -  CN2894
 CN2894  STATE/COUNTY-  AL/DALLAS
 CN2894  USGS QUAD   -  JONES (1982)
 CN2894
 CN2894                         *CURRENT SURVEY CONTROL
 CN2894  ___________________________________________________________________
 CN2894* NAD 83(1986)-  32 35 48.     (N)    086 56 04.     (W)     SCALED    
 CN2894* NAVD 88     -       135.958  (meters)     446.06   (feet)  ADJUSTED  
 CN2894  ___________________________________________________________________
 CN2894  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN2894  DYNAMIC HT  -         135.801 (meters)     445.54  (feet)  COMP
 CN2894  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 CN2894
 CN2894  VERT ORDER  -  FIRST     CLASS II
 CN2894
 CN2894.The horizontal coordinates were scaled from a topographic map and have
 CN2894.an estimated accuracy of +/- 6 seconds.
 CN2894
 CN2894.The orthometric height was determined by differential leveling
 CN2894.and adjusted by the National Geodetic Survey in June 1991..
 CN2894
 CN2894.The geoid height was determined by GEOID03.
 CN2894
 CN2894.The dynamic height is computed by dividing the NAVD 88
 CN2894.geopotential number by the normal gravity value computed on the
 CN2894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2894.degrees latitude (g = 980.6199 gals.).
 CN2894
 CN2894.The modeled gravity was interpolated from observed gravity values.
 CN2894
 CN2894;                    North         East    Units  Estimated Accuracy
 CN2894;SPC AL W     -   288,030.      653,090.      MT  (+/- 180 meters Scaled)
 CN2894
 CN2894                          SUPERSEDED SURVEY CONTROL
 CN2894
 CN2894.No superseded survey control is available for this station.
 CN2894
 CN2894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB061065(NAD 83)
 CN2894_MARKER: I = METAL ROD
 CN2894_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CN2894_SP_SET: STAINLESS STEEL ROD
 CN2894_STAMPING: B 460 1981
 CN2894_MARK LOGO: NGS   
 CN2894_PROJECTION: FLUSH
 CN2894_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2894_ROD/PIPE-DEPTH: 11.8 meters
 CN2894
 CN2894  HISTORY     - Date     Condition        Report By
 CN2894  HISTORY     - 1981     MONUMENTED       NGS
 CN2894
 CN2894                          STATION DESCRIPTION
 CN2894
 CN2894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2894'8.48 KM (5.25 MI) SSW FROM PLANTERSVILLE.
 CN2894'8.48 KILOMETERS (5.25 MILES) SOUTH-SOUTHWEST ALONG COUNTY ROAD
 CN2894'63 (OLD U.S. HIGHWAY 22) FROM THE PLANTERSVILLE BAPTIST CHURCH IN
 CN2894'PLANTERSVILLE TO THE MARK ON THE RIGHT, THE MARK IS ON THE NORTH
 CN2894'SIDE OF THE DIRT ROAD LEADING UPHILL TO A LOG CABIN HOUSE AND WEST
 CN2894'OF TELEPHONE CABLE JUNCTION BOX NUMBER 145, 14.0 METERS (46 FEET)
 CN2894'WEST OF THE CENTER OF THE ROAD, 17.38 METERS (57 FEET) SOUTH OF A
 CN2894'4-INCH BY 4-INCH CONCRETE RIGHT-OF-WAY POST PROJECTING 2 FEET ABOVE
 CN2894'GROUND, 9.60 METERS (31.5 FEET) NORTHWEST OF THE NORTH END OF A
 CN2894'CONCRETE PIPE CULVERT UNDER THE DIRT DRIVEWAY, 1.12 METERS (3.7
 CN2894'FEET) WEST OF THE TELEPHONE CABLE JUNCTION BOX.
 CN2894'THE MARK IS 1.2 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0871 ***********************************************************************
 EF0871  DESIGNATION -  B 47
 EF0871  PID         -  EF0871
 EF0871  STATE/COUNTY-  AL/WINSTON
 EF0871  USGS QUAD   -  DOUBLE SPRINGS (1969)
 EF0871
 EF0871                         *CURRENT SURVEY CONTROL
 EF0871  ___________________________________________________________________
 EF0871* NAD 83(1986)-  34 11 57.     (N)    087 26 19.     (W)     SCALED    
 EF0871* NAVD 88     -       253.886  (meters)     832.96   (feet)  ADJUSTED  
 EF0871  ___________________________________________________________________
 EF0871  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EF0871  DYNAMIC HT  -         253.636 (meters)     832.14  (feet)  COMP
 EF0871  MODELED GRAV-     979,644.0   (mgal)                       NAVD 88
 EF0871
 EF0871  VERT ORDER  -  SECOND    CLASS 0
 EF0871
 EF0871.The horizontal coordinates were scaled from a topographic map and have
 EF0871.an estimated accuracy of +/- 6 seconds.
 EF0871
 EF0871.The orthometric height was determined by differential leveling
 EF0871.and adjusted by the National Geodetic Survey in June 1991..
 EF0871
 EF0871.The geoid height was determined by GEOID03.
 EF0871
 EF0871.The dynamic height is computed by dividing the NAVD 88
 EF0871.geopotential number by the normal gravity value computed on the
 EF0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0871.degrees latitude (g = 980.6199 gals.).
 EF0871
 EF0871.The modeled gravity was interpolated from observed gravity values.
 EF0871
 EF0871;                    North         East    Units  Estimated Accuracy
 EF0871;SPC AL W     -   465,610.      605,660.      MT  (+/- 180 meters Scaled)
 EF0871
 EF0871                          SUPERSEDED SURVEY CONTROL
 EF0871
 EF0871  NGVD 29 (??/??/92)  253.852  (m)          832.85   (f) ADJ UNCH    2 0
 EF0871
 EF0871.Superseded values are not recommended for survey control.
 EF0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0871.See file dsdata.txt to determine how the superseded data were derived.
 EF0871
 EF0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC595843(NAD 83)
 EF0871_MARKER: DB = BENCH MARK DISK
 EF0871_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0871_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0871_STAMPING: B 47 1934
 EF0871_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0871+STABILITY: SURFACE MOTION
 EF0871
 EF0871  HISTORY     - Date     Condition        Report By
 EF0871  HISTORY     - 1934     MONUMENTED       CGS
 EF0871  HISTORY     - 1967     MARK NOT FOUND   USGS
 EF0871
 EF0871                          STATION DESCRIPTION
 EF0871
 EF0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0871'4.3 MI W FROM DOUBLE SPRINGS.
 EF0871'4.3 MILES WEST ALONG STATE HIGHWAY 5 FROM DOUBLE SPRINGS, WINSTON
 EF0871'COUNTY, AT A CURVE IN THE HIGHWAY, AT THE FARMHOUSE OWNED IN 1934 BY
 EF0871'GEORGE CLOVER, 7 YARDS SOUTH OF THE CENTERLINE OF THE HIGHWY, 4 YARDS
 EF0871'EAST OF THE CENTERLINE OF THE ENTRANCE DRIVE, AT THE NORTHWEST CORNER
 EF0871'OF THE GARDEN, AND 1 FOOT WEST OF THE CORNER POST.  A STANDARD DISK,
 EF0871'STAMPED B 47 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EF0871
 EF0871                          STATION RECOVERY (1967)
 EF0871
 EF0871'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EF0871'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1221 ***********************************************************************
 EF1221  DESIGNATION -  B 471
 EF1221  PID         -  EF1221
 EF1221  STATE/COUNTY-  AL/MORGAN
 EF1221  USGS QUAD   -  DECATUR (1982)
 EF1221
 EF1221                         *CURRENT SURVEY CONTROL
 EF1221  ___________________________________________________________________
 EF1221* NAD 83(1986)-  34 36 24.     (N)    086 58 57.     (W)     SCALED    
 EF1221* NAVD 88     -       176.486  (meters)     579.02   (feet)  ADJUSTED  
 EF1221  ___________________________________________________________________
 EF1221  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EF1221  DYNAMIC HT  -         176.315 (meters)     578.46  (feet)  COMP
 EF1221  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 EF1221
 EF1221  VERT ORDER  -  FIRST     CLASS II
 EF1221
 EF1221.The horizontal coordinates were scaled from a topographic map and have
 EF1221.an estimated accuracy of +/- 6 seconds.
 EF1221
 EF1221.The orthometric height was determined by differential leveling
 EF1221.and adjusted by the National Geodetic Survey in June 1991..
 EF1221
 EF1221.The geoid height was determined by GEOID03.
 EF1221
 EF1221.The dynamic height is computed by dividing the NAVD 88
 EF1221.geopotential number by the normal gravity value computed on the
 EF1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1221.degrees latitude (g = 980.6199 gals.).
 EF1221
 EF1221.The modeled gravity was interpolated from observed gravity values.
 EF1221
 EF1221;                    North         East    Units  Estimated Accuracy
 EF1221;SPC AL W     -   510,930.      647,460.      MT  (+/- 180 meters Scaled)
 EF1221
 EF1221                          SUPERSEDED SURVEY CONTROL
 EF1221
 EF1221.No superseded survey control is available for this station.
 EF1221
 EF1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED016294(NAD 83)
 EF1221_MARKER: I = METAL ROD
 EF1221_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EF1221_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EF1221_STAMPING: B 471 1982
 EF1221_MARK LOGO: NGS   
 EF1221_PROJECTION: RECESSED 3 CENTIMETERS
 EF1221_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1221+STABILITY: POSITION/ELEVATION WELL
 EF1221_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1221+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 EF1221_ROD/PIPE-DEPTH: 8.2  meters
 EF1221_SLEEVE-DEPTH  : 3.0 meters
 EF1221
 EF1221  HISTORY     - Date     Condition        Report By
 EF1221  HISTORY     - 1982     MONUMENTED       NGS
 EF1221  HISTORY     - 1982     GOOD             NGS
 EF1221  HISTORY     - 1982     GOOD             NGS
 EF1221  HISTORY     - 20050807 GOOD             GEOCAC
 EF1221
 EF1221                          STATION DESCRIPTION
 EF1221
 EF1221'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1221'IN DECATUR.
 EF1221'IN DECATUR, AT THE U.S. POST OFFICE, SET IN THE FRONT LAWN, WHICH IS
 EF1221'LOCATED AT 400 WELLS STREET NORTHEAST, 8.8 METERS (29.0 FT) NORTH OF
 EF1221'THE NORTH-NORTHWEST CURB OF WELLS STREET, 21.9 METERS (72.0 FT)
 EF1221'SOUTHWEST OF THE CENTER OF THE EXTENDED CENTER OF THE MAIN ENTRANCE TO
 EF1221'THE POST OFFICE, 16.9 METERS (55.5 FT) SOUTHWEST OF THE FLAGPOLE,
 EF1221'12.4 METERS (41.0 FT) NORTHEAST OF THE SOUTHWEST CORNER OF THE
 EF1221'BUILDING, AND 4.4 METERS (14.5 FT) SOUTHEAST OF THE SOUTHEAST FACE.
 EF1221'THE MARK IS 0.46 M ABOVE WELLS STREET.
 EF1221
 EF1221                          STATION RECOVERY (1982)
 EF1221
 EF1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1221'RECOVERED IN GOOD CONDITION.
 EF1221
 EF1221                          STATION RECOVERY (1982)
 EF1221
 EF1221'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1221'RECOVERED IN GOOD CONDITION.
 EF1221
 EF1221                          STATION RECOVERY (2005)
 EF1221
 EF1221'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1221'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1244 ***********************************************************************
 EF1244  DESIGNATION -  B 472
 EF1244  PID         -  EF1244
 EF1244  STATE/COUNTY-  AL/CULLMAN
 EF1244  USGS QUAD   -  FALKVILLE (1982)
 EF1244
 EF1244                         *CURRENT SURVEY CONTROL
 EF1244  ___________________________________________________________________
 EF1244* NAD 83(1986)-  34 16 47.     (N)    086 53 30.     (W)     SCALED    
 EF1244* NAVD 88     -       286.748  (meters)     940.77   (feet)  ADJUSTED  
 EF1244  ___________________________________________________________________
 EF1244  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 EF1244  DYNAMIC HT  -         286.451 (meters)     939.80  (feet)  COMP
 EF1244  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 EF1244
 EF1244  VERT ORDER  -  FIRST     CLASS II
 EF1244
 EF1244.The horizontal coordinates were scaled from a topographic map and have
 EF1244.an estimated accuracy of +/- 6 seconds.
 EF1244
 EF1244.The orthometric height was determined by differential leveling
 EF1244.and adjusted by the National Geodetic Survey in June 1991..
 EF1244
 EF1244.The geoid height was determined by GEOID03.
 EF1244
 EF1244.The dynamic height is computed by dividing the NAVD 88
 EF1244.geopotential number by the normal gravity value computed on the
 EF1244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1244.degrees latitude (g = 980.6199 gals.).
 EF1244
 EF1244.The modeled gravity was interpolated from observed gravity values.
 EF1244
 EF1244;                    North         East    Units  Estimated Accuracy
 EF1244;SPC AL W     -   474,710.      656,010.      MT  (+/- 180 meters Scaled)
 EF1244
 EF1244                          SUPERSEDED SURVEY CONTROL
 EF1244
 EF1244.No superseded survey control is available for this station.
 EF1244
 EF1244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC099931(NAD 83)
 EF1244_MARKER: I = METAL ROD
 EF1244_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EF1244+WITH SETTING: INFORMATION.
 EF1244_SP_SET: SHALLOW SET METAL ROD
 EF1244_STAMPING: B 472 1982
 EF1244_MARK LOGO: NGS   
 EF1244_PROJECTION: FLUSH
 EF1244_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1244_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1244+SATELLITE: SATELLITE OBSERVATIONS - August 13, 2004
 EF1244_ROD/PIPE-DEPTH: 0.6  meters
 EF1244
 EF1244  HISTORY     - Date     Condition        Report By
 EF1244  HISTORY     - 1982     MONUMENTED       NGS
 EF1244  HISTORY     - 20040813 GOOD             GEOCAC
 EF1244
 EF1244                          STATION DESCRIPTION
 EF1244
 EF1244'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1244'10.1 KM (6.3 MI) SOUTH FROM FALKVILLE.
 EF1244'10.1 KM (6.3 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE INTERSECTION OF
 EF1244'COUNTY ROAD 55 (WEST 3RD STREET) IN FALKVILLE, SET BY A GRAVEL ROAD
 EF1244'LEADING WEST, 16.1 METERS (53.0 FT) SOUTHWEST OF THE CENTERLINE OF THE
 EF1244'SOUTHBOUND LANE OF THE HIGHWAY, 12.1 METERS (40.0 FT) SOUTH OF THE
 EF1244'CENTER OF A GRAVEL ROAD, 4.9 METERS (16.5 FT) SOUTHEAST OF A POWERLINE
 EF1244'POLE NUMBER 48 WITH A TRANSFORMER AND TELEPHONE BOX NUMBER P 48, AND
 EF1244'0.4 METER (1.5 FT) EAST OF A GUY WIRE.  NOTE, ANCHORED IN ROCK.
 EF1244'THE MARK IS 0.9 M ABOVE HIGHWAY.
 EF1244
 EF1244                          STATION RECOVERY (2004)
 EF1244
 EF1244'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 EF1244'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2390 ***********************************************************************
 DH2390  DESIGNATION -  B 473
 DH2390  PID         -  DH2390
 DH2390  STATE/COUNTY-  AL/BLOUNT
 DH2390  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH2390
 DH2390                         *CURRENT SURVEY CONTROL
 DH2390  ___________________________________________________________________
 DH2390* NAD 83(1986)-  33 56 02.     (N)    086 47 37.     (W)     SCALED    
 DH2390* NAVD 88     -       132.161  (meters)     433.60   (feet)  ADJUSTED  
 DH2390  ___________________________________________________________________
 DH2390  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DH2390  DYNAMIC HT  -         132.022 (meters)     433.14  (feet)  COMP
 DH2390  MODELED GRAV-     979,584.4   (mgal)                       NAVD 88
 DH2390
 DH2390  VERT ORDER  -  FIRST     CLASS II
 DH2390
 DH2390.The horizontal coordinates were scaled from a topographic map and have
 DH2390.an estimated accuracy of +/- 6 seconds.
 DH2390
 DH2390.The orthometric height was determined by differential leveling
 DH2390.and adjusted by the National Geodetic Survey in June 1991..
 DH2390
 DH2390.The geoid height was determined by GEOID03.
 DH2390
 DH2390.The dynamic height is computed by dividing the NAVD 88
 DH2390.geopotential number by the normal gravity value computed on the
 DH2390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2390.degrees latitude (g = 980.6199 gals.).
 DH2390
 DH2390.The modeled gravity was interpolated from observed gravity values.
 DH2390
 DH2390;                    North         East    Units  Estimated Accuracy
 DH2390;SPC AL W     -   436,410.      665,310.      MT  (+/- 180 meters Scaled)
 DH2390
 DH2390                          SUPERSEDED SURVEY CONTROL
 DH2390
 DH2390.No superseded survey control is available for this station.
 DH2390
 DH2390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC190548(NAD 83)
 DH2390_MARKER: I = METAL ROD
 DH2390_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2390+WITH SETTING: INFORMATION.
 DH2390_SP_SET: SHALLOW SET METAL ROD
 DH2390_STAMPING: B 473 1982
 DH2390_MARK LOGO: NGS   
 DH2390_PROJECTION: FLUSH
 DH2390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2390_ROD/PIPE-DEPTH: 1.8  meters
 DH2390
 DH2390  HISTORY     - Date     Condition        Report By
 DH2390  HISTORY     - 1982     MONUMENTED       NGS
 DH2390  HISTORY     - 20060603 MARK NOT FOUND   GEOCAC
 DH2390
 DH2390                          STATION DESCRIPTION
 DH2390
 DH2390'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2390'0.6 KM (0.4 MI) NORTH FROM BLOUNT SPRINGS.
 DH2390'0.6 KM (0.4 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE BLOUNT
 DH2390'SPRINGS BAPTIST CHURCH IN BLOUNT SPRINGS, 6.3 METERS (20.6 FT)
 DH2390'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 11.3 METERS (37.0 FT)
 DH2390'EAST-SOUTHEAST OF THE CENTER OF A SMALL CREEK BED RUNNING NORTHEAST
 DH2390'AND SOUTHWEST, AND 0.4 METER (1.3 FT) EAST-SOUTHEAST OF A POWERLINE
 DH2390'POLE.
 DH2390'THE MARK IS 0.4 METERS  ESE FROM A WITNESS POST.
 DH2390'THE MARK IS 0.3 M ABOVE HIGHWAY.
 DH2390
 DH2390                          STATION RECOVERY (2006)
 DH2390
 DH2390'RECOVERY NOTE BY GEOCACHING 2006
 DH2390'THE HIGHWAY HAS BEEN IMPROVED AT ONE POINT AND ROAD MATERIAL HAS BEEN
 DH2390'PILED UPON WHAT IS
 DH2390'BELIEVED TO THE THE TELEPHONE POLE DESCRIBED. THE MARK MIGHT BE
 DH2390'LOCATED WITH A STRONGER
 DH2390'METAL DETECTOR THAN A HANDHELD WAND THAT I HAVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2407 ***********************************************************************
 DH2407  DESIGNATION -  B 474 X
 DH2407  PID         -  DH2407
 DH2407  STATE/COUNTY-  AL/JEFFERSON
 DH2407  USGS QUAD   -  WARRIOR (1986)
 DH2407
 DH2407                         *CURRENT SURVEY CONTROL
 DH2407  ___________________________________________________________________
 DH2407* NAD 83(1986)-  33 45 46.     (N)    086 48 51.     (W)     SCALED    
 DH2407* NAVD 88     -       137.113  (meters)     449.84   (feet)  ADJUSTED  
 DH2407  ___________________________________________________________________
 DH2407  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DH2407  DYNAMIC HT  -         136.967 (meters)     449.37  (feet)  COMP
 DH2407  MODELED GRAV-     979,567.5   (mgal)                       NAVD 88
 DH2407
 DH2407  VERT ORDER  -  FIRST     CLASS II
 DH2407
 DH2407.The horizontal coordinates were scaled from a topographic map and have
 DH2407.an estimated accuracy of +/- 6 seconds.
 DH2407
 DH2407.The orthometric height was determined by differential leveling
 DH2407.and adjusted by the National Geodetic Survey in June 1991..
 DH2407
 DH2407.The geoid height was determined by GEOID03.
 DH2407
 DH2407.The dynamic height is computed by dividing the NAVD 88
 DH2407.geopotential number by the normal gravity value computed on the
 DH2407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2407.degrees latitude (g = 980.6199 gals.).
 DH2407
 DH2407.The modeled gravity was interpolated from observed gravity values.
 DH2407
 DH2407;                    North         East    Units  Estimated Accuracy
 DH2407;SPC AL W     -   417,420.      663,530.      MT  (+/- 180 meters Scaled)
 DH2407
 DH2407                          SUPERSEDED SURVEY CONTROL
 DH2407
 DH2407.No superseded survey control is available for this station.
 DH2407
 DH2407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC172358(NAD 83)
 DH2407_MARKER: DB = BENCH MARK DISK
 DH2407_SETTING: 66 = SET IN ROCK OUTCROP
 DH2407_SP_SET: ROCK OUTCROP
 DH2407_STAMPING: B 474 X 1982
 DH2407_MARK LOGO: NGS   
 DH2407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2407+STABILITY: POSITION/ELEVATION WELL
 DH2407
 DH2407  HISTORY     - Date     Condition        Report By
 DH2407  HISTORY     - 1982     MONUMENTED       NGS
 DH2407
 DH2407                          STATION DESCRIPTION
 DH2407
 DH2407'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2407'1.1 KM (0.7 MI) SOUTH FROM KIMBERLY.
 DH2407'1.1 KM (0.7 MI) SOUTHERLY ALONG U.S. HIGHWAY 31 FROM THE CHURCH OF GOD
 DH2407'CHURCH IN KIMBERLY, SET IN A ROCK OUTCROP FORMATION, 10.58 METERS
 DH2407'(34.7 FT) WEST-NORTHWEST OF THE CENTERLINE OF INTERSTATE HIGHWAY 65
 DH2407'SOUTHBOUND, 98.75 METERS (324.0 FT) NORTH-NORTHWEST OF THE CENTER OF A
 DH2407'PAVED ROAD (KELLY DRIVE) LEADING WEST, AND 46.63 METERS (153.0 FT)
 DH2407'SOUTH-SOUTHWEST OF THE CENTER OF A GRAVEL LANE LEADING WEST.  NOTE,
 DH2407'THE DATUM POINT IS STAMPED B 474.
 DH2407'THE MARK IS 0.6 METERS  N FROM A WITNESS POST.
 DH2407'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1266 ***********************************************************************
 EF1266  DESIGNATION -  B 475
 EF1266  PID         -  EF1266
 EF1266  STATE/COUNTY-  AL/MORGAN
 EF1266  USGS QUAD   -  DECATUR (1982)
 EF1266
 EF1266                         *CURRENT SURVEY CONTROL
 EF1266  ___________________________________________________________________
 EF1266* NAD 83(1986)-  34 36 55.     (N)    086 58 14.     (W)     SCALED    
 EF1266* NAVD 88     -       174.628  (meters)     572.93   (feet)  ADJUSTED  
 EF1266  ___________________________________________________________________
 EF1266  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 EF1266  DYNAMIC HT  -         174.459 (meters)     572.37  (feet)  COMP
 EF1266  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 EF1266
 EF1266  VERT ORDER  -  FIRST     CLASS II
 EF1266
 EF1266.The horizontal coordinates were scaled from a topographic map and have
 EF1266.an estimated accuracy of +/- 6 seconds.
 EF1266
 EF1266.The orthometric height was determined by differential leveling
 EF1266.and adjusted by the National Geodetic Survey in June 1991..
 EF1266
 EF1266.The geoid height was determined by GEOID03.
 EF1266
 EF1266.The dynamic height is computed by dividing the NAVD 88
 EF1266.geopotential number by the normal gravity value computed on the
 EF1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1266.degrees latitude (g = 980.6199 gals.).
 EF1266
 EF1266.The modeled gravity was interpolated from observed gravity values.
 EF1266
 EF1266;                    North         East    Units  Estimated Accuracy
 EF1266;SPC AL W     -   511,890.      648,550.      MT  (+/- 180 meters Scaled)
 EF1266
 EF1266                          SUPERSEDED SURVEY CONTROL
 EF1266
 EF1266.No superseded survey control is available for this station.
 EF1266
 EF1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED026303(NAD 83)
 EF1266_MARKER: I = METAL ROD
 EF1266_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1266_SP_SET: STAINLESS STEEL ROD
 EF1266_STAMPING: B 475 1982
 EF1266_MARK LOGO: NGS   
 EF1266_PROJECTION: FLUSH
 EF1266_MAGNETIC: B = BAR MAGNET IMBEDDED IN MONUMENT
 EF1266_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1266_ROD/PIPE-DEPTH: 12.4 meters
 EF1266
 EF1266  HISTORY     - Date     Condition        Report By
 EF1266  HISTORY     - 1982     MONUMENTED       NGS
 EF1266  HISTORY     - 19980330 GOOD             ALHD
 EF1266
 EF1266                          STATION DESCRIPTION
 EF1266
 EF1266'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1266'0.9 KM (0.55 MI) NE FROM DECATUR.
 EF1266'0.9 KM (0.55 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 EF1266'STATE HIGHWAY 20 WEST IN DECATUR, SET AT THE NORTHEAST END OF THE
 EF1266'BRIDGE OVER THE TENNESSEE RIVER, 5.85 METERS (19.2 FT) WEST-NORTHWEST
 EF1266'OF THE CENTERLINE OF THE SOUTHWEST BOUND TRAFFIC LANES, 2.59 METERS
 EF1266'(8.5 FT) NORTH OF THE NORTHEAST HEADWALL OF THE BRIDGE, AND
 EF1266'0.46 METERS (1.5 FT) SOUTH-SOUTHEAST OF A POWERLINE POLE WITH A STREET
 EF1266'LIGHT ATTACHED.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EF1266'THE MARK IS 0.2 METERS  SSE FROM A WITNESS POST.
 EF1266'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EF1266
 EF1266                          STATION RECOVERY (1998)
 EF1266
 EF1266'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1998 (JDS)
 EF1266'RECOVERED IN GOOD CONDITION.  NOTE--OLD BRIDGE TO BE REMOVED, THE MARK
 EF1266'IS IN DANGER OF BEING DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AH9763 ***********************************************************************
 AH9763  DESIGNATION -  B 475 RESET
 AH9763  PID         -  AH9763
 AH9763  STATE/COUNTY-  AL/LIMESTONE
 AH9763  USGS QUAD   -  DECATUR (1982)
 AH9763
 AH9763                         *CURRENT SURVEY CONTROL
 AH9763  ___________________________________________________________________
 AH9763* NAD 83(1986)-  34 36 55.     (N)    086 58 14.     (W)     SCALED    
 AH9763* NAVD 88     -       180.17   (meters)     591.1    (feet)  RESET     
 AH9763  ___________________________________________________________________
 AH9763  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 AH9763
 AH9763  VERT ORDER  -  THIRD
 AH9763
 AH9763.The horizontal coordinates were scaled from a topographic map and have
 AH9763.an estimated accuracy of +/- 6 seconds.
 AH9763
 AH9763.The orthometric height was computed from unverified reset data.
 AH9763
 AH9763.The geoid height was determined by GEOID03.
 AH9763
 AH9763;                    North         East    Units  Estimated Accuracy
 AH9763;SPC AL W     -   511,890.      648,550.      MT  (+/- 180 meters Scaled)
 AH9763
 AH9763                          SUPERSEDED SURVEY CONTROL
 AH9763
 AH9763.No superseded survey control is available for this station.
 AH9763
 AH9763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED026303(NAD 83)
 AH9763_MARKER: DV = VERTICAL CONTROL DISK
 AH9763_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AH9763_SP_SET: BRIDGE ABUTMENT
 AH9763_STAMPING: B 475 RESET 1998
 AH9763_MARK LOGO: NGS   
 AH9763_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AH9763_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AH9763
 AH9763  HISTORY     - Date     Condition        Report By
 AH9763  HISTORY     - 1998     MONUMENTED       ALHD
 AH9763
 AH9763                          STATION DESCRIPTION
 AH9763
 AH9763'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1998 (JDS)
 AH9763'THE STATION IS LOCATED IN LIMESTONE COUNTY ON THE WEST RIGHT OF WAY OF
 AH9763'US 31 EAST OF THE BOAT HARBOR IN DECATUR.  TO REACH THE STATION FROM
 AH9763'THE JUNCTION OF US 31 AND ALA 20 WEST IN DECATUR (MILEPOST 360.40 ON
 AH9763'US 31 AND MILEPOST 69.25 ON ALA 20) , DRIVE NORTH ON US 31 0.55 MILE
 AH9763'(0.89 KM) TO THE NORTH END OF THE TENNESSEE RIVER BRIDGE AND THE
 AH9763'STATION ON THE LEFT.  THE STATION IS SET IN A DRILLED HOLE ON THE WEST
 AH9763'END OF THE NORTH ABUTMENT OF THE SOUTH BOUND BRIDGE OVER THE TENNESSEE
 AH9763'RIVER, 0.4 FEET (12.2 CM) SOUTH OF THE NORTH EDGE OF THE ABUTMENT, 1.0
 AH9763'FEET (0.3 M) NORTH OF THE SOUTH EDGE OF THE ABUTMENT, 2.15 FEET (0.66
 AH9763'M) WEST OF THE NORTH END OF THE WEST CONCRETE GUARD RAIL OF THE
 AH9763'BRIDGE, 17.4 FEET (5.3 M) WEST OF THE CENTERLINE OF THE SOUTH BOUND
 AH9763'LANES OF US 31, AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1315 ***********************************************************************
 EF1315  DESIGNATION -  B 476
 EF1315  PID         -  EF1315
 EF1315  STATE/COUNTY-  AL/JACKSON
 EF1315  USGS QUAD   -  LIM ROCK (1973)
 EF1315
 EF1315                         *CURRENT SURVEY CONTROL
 EF1315  ___________________________________________________________________
 EF1315* NAD 83(1986)-  34 39 37.     (N)    086 13 57.     (W)     SCALED    
 EF1315* NAVD 88     -       198.629  (meters)     651.67   (feet)  ADJUSTED  
 EF1315  ___________________________________________________________________
 EF1315  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EF1315  DYNAMIC HT  -         198.429 (meters)     651.01  (feet)  COMP
 EF1315  MODELED GRAV-     979,622.9   (mgal)                       NAVD 88
 EF1315
 EF1315  VERT ORDER  -  FIRST     CLASS II
 EF1315
 EF1315.The horizontal coordinates were scaled from a topographic map and have
 EF1315.an estimated accuracy of +/- 6 seconds.
 EF1315
 EF1315.The orthometric height was determined by differential leveling
 EF1315.and adjusted by the National Geodetic Survey in June 1991..
 EF1315
 EF1315.The geoid height was determined by GEOID03.
 EF1315
 EF1315.The dynamic height is computed by dividing the NAVD 88
 EF1315.geopotential number by the normal gravity value computed on the
 EF1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1315.degrees latitude (g = 980.6199 gals.).
 EF1315
 EF1315.The modeled gravity was interpolated from observed gravity values.
 EF1315
 EF1315;                    North         East    Units  Estimated Accuracy
 EF1315;SPC AL E     -   461,420.      163,410.      MT  (+/- 180 meters Scaled)
 EF1315
 EF1315                          SUPERSEDED SURVEY CONTROL
 EF1315
 EF1315.No superseded survey control is available for this station.
 EF1315
 EF1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED703356(NAD 83)
 EF1315_MARKER: DB = BENCH MARK DISK
 EF1315_SETTING: 66 = SET IN ROCK OUTCROP
 EF1315_SP_SET: ROCK OUTCROP
 EF1315_STAMPING: B 476 1983
 EF1315_MARK LOGO: NGS   
 EF1315_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1315+STABILITY: POSITION/ELEVATION WELL
 EF1315
 EF1315  HISTORY     - Date     Condition        Report By
 EF1315  HISTORY     - 1983     MONUMENTED       NGS
 EF1315
 EF1315                          STATION DESCRIPTION
 EF1315
 EF1315'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1315'5.4 KM (3.35 MI) EAST FROM WOODVILLE.
 EF1315'5.4 KM (3.35 MI) EASTERLY ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 EF1315'IN WOODVILLE, SET IN A MASSIVE ROCK OUTCROP, 7.47 METERS (24.5 FT)
 EF1315'SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 35, 90.52 METERS
 EF1315'(297.0 FT) EAST-NORTHEAST OF THE CENTER OF A PRIVATE DRIVE LEADING
 EF1315'SOUTH, AND 11.73 METERS (38.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST
 EF1315'EDGE OF THE WEST WINGWALL OF A SMALL CULVERT UNDER THE HIGHWAY.
 EF1315'THE MARK IS 0.9 METERS  E FROM A WITNESS POST.
 EF1315'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1332 ***********************************************************************
 EF1332  DESIGNATION -  B 477
 EF1332  PID         -  EF1332
 EF1332  STATE/COUNTY-  AL/MORGAN
 EF1332  USGS QUAD   -  TRINITY (1974)
 EF1332
 EF1332                         *CURRENT SURVEY CONTROL
 EF1332  ___________________________________________________________________
 EF1332* NAD 83(1986)-  34 37 09.     (N)    087 00 57.     (W)     SCALED    
 EF1332* NAVD 88     -       175.743  (meters)     576.58   (feet)  ADJUSTED  
 EF1332  ___________________________________________________________________
 EF1332  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 EF1332  DYNAMIC HT  -         175.574 (meters)     576.03  (feet)  COMP
 EF1332  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 EF1332
 EF1332  VERT ORDER  -  FIRST     CLASS II
 EF1332
 EF1332.The horizontal coordinates were scaled from a topographic map and have
 EF1332.an estimated accuracy of +/- 6 seconds.
 EF1332
 EF1332.The orthometric height was determined by differential leveling
 EF1332.and adjusted by the National Geodetic Survey in June 1991..
 EF1332
 EF1332.The geoid height was determined by GEOID03.
 EF1332
 EF1332.The dynamic height is computed by dividing the NAVD 88
 EF1332.geopotential number by the normal gravity value computed on the
 EF1332.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1332.degrees latitude (g = 980.6199 gals.).
 EF1332
 EF1332.The modeled gravity was interpolated from observed gravity values.
 EF1332
 EF1332;                    North         East    Units  Estimated Accuracy
 EF1332;SPC AL W     -   512,300.      644,400.      MT  (+/- 180 meters Scaled)
 EF1332
 EF1332                          SUPERSEDED SURVEY CONTROL
 EF1332
 EF1332.No superseded survey control is available for this station.
 EF1332
 EF1332_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD985308(NAD 83)
 EF1332_MARKER: I = METAL ROD
 EF1332_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1332_SP_SET: STAINLESS STEEL ROD
 EF1332_STAMPING: B 477 1983
 EF1332_MARK LOGO: NGS   
 EF1332_PROJECTION: FLUSH
 EF1332_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1332_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1332+SATELLITE: SATELLITE OBSERVATIONS - February 18, 2005
 EF1332_ROD/PIPE-DEPTH: 9.1  meters
 EF1332
 EF1332  HISTORY     - Date     Condition        Report By
 EF1332  HISTORY     - 1983     MONUMENTED       NGS
 EF1332  HISTORY     - 20050218 GOOD             INDIV
 EF1332
 EF1332                          STATION DESCRIPTION
 EF1332
 EF1332'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1332'4.7 KM (2.9 MI) WEST FROM DECATUR.
 EF1332'0.65 KM (0.4 MI) NORTH ALONG WELL STREET NORTHEAST FROM THE POST
 EF1332'OFFICE IN DECATUR, THENCE 4.0 KM (2.5 MI) WEST ALONG U.S. HIGHWAY 72
 EF1332'ALTERNATE, AT A SOUTHERN RAILROAD SPUR LINE CROSSING HIGHWAY AND A GAS
 EF1332'PIPELINE SUBSTATION, 21.8 METERS (71.6 FT) NORTH OF THE CENTERLINE OF
 EF1332'THE WESTBOUND LANE OF THE HIGHWAY, 9.3 METERS (30.6 FT) EAST OF THE
 EF1332'EAST RAIL, 0.3 METER (1.0 FT) SOUTH OF A BOARD FENCE, 1.8 METERS
 EF1332'(6.0 FT) NORTHEAST OF A POWERLINE POLE, AND 20.1 METERS (66.0 FT) EAST
 EF1332'OF THE SOUTHEAST CORNER OF A SECURITY FENCE AROUND THE SUB STATION.
 EF1332'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 EF1332'THE MARK IS 0.15 M ABOVE HIGHWAY.
 EF1332
 EF1332                          STATION RECOVERY (2005)
 EF1332
 EF1332'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RSE)
 EF1332'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1360 ***********************************************************************
 EF1360  DESIGNATION -  B 478
 EF1360  PID         -  EF1360
 EF1360  STATE/COUNTY-  AL/COLBERT
 EF1360  USGS QUAD   -  LEIGHTON (1971)
 EF1360
 EF1360                         *CURRENT SURVEY CONTROL
 EF1360  ___________________________________________________________________
 EF1360* NAD 83(1986)-  34 42 00.     (N)    087 35 56.     (W)     SCALED    
 EF1360* NAVD 88     -       157.789  (meters)     517.68   (feet)  ADJUSTED  
 EF1360  ___________________________________________________________________
 EF1360  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 EF1360  DYNAMIC HT  -         157.639 (meters)     517.19  (feet)  COMP
 EF1360  MODELED GRAV-     979,679.6   (mgal)                       NAVD 88
 EF1360
 EF1360  VERT ORDER  -  FIRST     CLASS II
 EF1360
 EF1360.The horizontal coordinates were scaled from a topographic map and have
 EF1360.an estimated accuracy of +/- 6 seconds.
 EF1360
 EF1360.The orthometric height was determined by differential leveling
 EF1360.and adjusted by the National Geodetic Survey in June 1991..
 EF1360
 EF1360.The geoid height was determined by GEOID03.
 EF1360
 EF1360.The dynamic height is computed by dividing the NAVD 88
 EF1360.geopotential number by the normal gravity value computed on the
 EF1360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1360.degrees latitude (g = 980.6199 gals.).
 EF1360
 EF1360.The modeled gravity was interpolated from observed gravity values.
 EF1360
 EF1360;                    North         East    Units  Estimated Accuracy
 EF1360;SPC AL W     -   521,170.      590,940.      MT  (+/- 180 meters Scaled)
 EF1360
 EF1360                          SUPERSEDED SURVEY CONTROL
 EF1360
 EF1360.No superseded survey control is available for this station.
 EF1360
 EF1360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD451399(NAD 83)
 EF1360_MARKER: I = METAL ROD
 EF1360_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1360_SP_SET: STAINLESS STEEL ROD
 EF1360_STAMPING: B 478 1983
 EF1360_MARK LOGO: NGS   
 EF1360_PROJECTION: FLUSH
 EF1360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1360_ROD/PIPE-DEPTH: 7.31 meters
 EF1360
 EF1360  HISTORY     - Date     Condition        Report By
 EF1360  HISTORY     - 1983     MONUMENTED       NGS
 EF1360
 EF1360                          STATION DESCRIPTION
 EF1360
 EF1360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1360'6.4 KM (4.0 MI) WEST FROM LEIGHTON.
 EF1360'6.4 KM (4.0 MI) WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 EF1360'COUNTY LINE ROAD IN LEIGHTON, SET AT THE AYCOCKS PROPERTY LINE AND ON
 EF1360'THE EXTENDED CENTER OF COUNTY ROAD 71, 10.45 METERS (34.3 FT) NORTH OF
 EF1360'THE CENTERLINE OF THE HIGHWAY, 40.84 METERS (134.0 FT) SOUTHEAST OF
 EF1360'THE SOUTHEAST CORNER OF HOUSE, 32.3 METERS (106.0 FT) SOUTHEAST OF A
 EF1360'LARGE EVERGREEN TREE, AND 0.94 METER (3.1 FT) WEST OF POWERLINE POLE
 EF1360'NUMBER 249.
 EF1360'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 EF1360'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1479 ***********************************************************************
 EE1479  DESIGNATION -  B 479
 EE1479  PID         -  EE1479
 EE1479  STATE/COUNTY-  AL/JACKSON
 EE1479  USGS QUAD   -  HOLLYWOOD (1980)
 EE1479
 EE1479                         *CURRENT SURVEY CONTROL
 EE1479  ___________________________________________________________________
 EE1479* NAD 83(1986)-  34 43 12.     (N)    085 57 30.     (W)     SCALED    
 EE1479* NAVD 88     -       198.226  (meters)     650.35   (feet)  ADJUSTED  
 EE1479  ___________________________________________________________________
 EE1479  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE1479  DYNAMIC HT  -         198.030 (meters)     649.70  (feet)  COMP
 EE1479  MODELED GRAV-     979,641.2   (mgal)                       NAVD 88
 EE1479
 EE1479  VERT ORDER  -  FIRST     CLASS II
 EE1479
 EE1479.The horizontal coordinates were scaled from a topographic map and have
 EE1479.an estimated accuracy of +/- 6 seconds.
 EE1479
 EE1479.The orthometric height was determined by differential leveling
 EE1479.and adjusted by the National Geodetic Survey in June 1991..
 EE1479
 EE1479.The geoid height was determined by GEOID03.
 EE1479
 EE1479.The dynamic height is computed by dividing the NAVD 88
 EE1479.geopotential number by the normal gravity value computed on the
 EE1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1479.degrees latitude (g = 980.6199 gals.).
 EE1479
 EE1479.The modeled gravity was interpolated from observed gravity values.
 EE1479
 EE1479;                    North         East    Units  Estimated Accuracy
 EE1479;SPC AL E     -   467,980.      188,550.      MT  (+/- 180 meters Scaled)
 EE1479
 EE1479                          SUPERSEDED SURVEY CONTROL
 EE1479
 EE1479.No superseded survey control is available for this station.
 EE1479
 EE1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED953424(NAD 83)
 EE1479_MARKER: I = METAL ROD
 EE1479_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1479_SP_SET: STAINLESS STEEL ROD
 EE1479_STAMPING: B 479 1983
 EE1479_MARK LOGO: NGS   
 EE1479_PROJECTION: FLUSH
 EE1479_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1479_ROD/PIPE-DEPTH: 4.9  meters
 EE1479
 EE1479  HISTORY     - Date     Condition        Report By
 EE1479  HISTORY     - 1983     MONUMENTED       NGS
 EE1479
 EE1479                          STATION DESCRIPTION
 EE1479
 EE1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1479'IN HOLLYWOOD.
 EE1479'0.2 KM (0.15 MI) NORTHEAST ALONG U.S. HIGHWAY 72 FROM THE POST OFFICE
 EE1479'IN HOLLYWOOD, THENCE 0.1 KM (0.05 MI) WESTERLY ALONG COUNTY ROAD 33,
 EE1479'THENCE 0.2 KM (0.1 MI) NORTHERLY ALONG A PAVED DRIVE LEADING TO THE
 EE1479'JACKSON COUNTY TECHNICAL SCHOOL, 141.98 METERS (465.8 FT) NORTHWEST OF
 EE1479'THE CENTERLINE OF U.S. HIGHWAY 72 WESTBOUND (SLOPE DISTANCE),
 EE1479'79.34 METERS (260.3 FT) SOUTHWEST OF THE SOUTHWEST CORNER OF A BRICK
 EE1479'MAILBOX SIX FEET HIGH, 40.78 METERS (133.8 FT) WEST-SOUTHWEST OF A
 EE1479'LIGHT POLE, 13.87 METERS (45.5 FT) NORTHEAST OF THE CENTER OF A PAVED
 EE1479'DRIVE LEADING WEST, AND 2.22 METERS (7.3 FT) EAST OF THE SOUTHWEST
 EE1479'CORNER OF THE SCHOOL.
 EE1479'THE MARK IS 4.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0455 ***********************************************************************
 EF0455  DESIGNATION -  B 48
 EF0455  PID         -  EF0455
 EF0455  STATE/COUNTY-  AL/CULLMAN
 EF0455  USGS QUAD   -  CULLMAN (1983)
 EF0455
 EF0455                         *CURRENT SURVEY CONTROL
 EF0455  ___________________________________________________________________
 EF0455* NAD 83(1986)-  34 10 52.     (N)    086 49 40.     (W)     SCALED    
 EF0455* NAVD 88     -       229.764  (meters)     753.82   (feet)  ADJUSTED  
 EF0455  ___________________________________________________________________
 EF0455  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 EF0455  DYNAMIC HT  -         229.525 (meters)     753.03  (feet)  COMP
 EF0455  MODELED GRAV-     979,589.2   (mgal)                       NAVD 88
 EF0455
 EF0455  VERT ORDER  -  SECOND    CLASS 0
 EF0455
 EF0455.The horizontal coordinates were scaled from a topographic map and have
 EF0455.an estimated accuracy of +/- 6 seconds.
 EF0455
 EF0455.The orthometric height was determined by differential leveling
 EF0455.and adjusted by the National Geodetic Survey in June 1991..
 EF0455
 EF0455.The geoid height was determined by GEOID03.
 EF0455
 EF0455.The dynamic height is computed by dividing the NAVD 88
 EF0455.geopotential number by the normal gravity value computed on the
 EF0455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0455.degrees latitude (g = 980.6199 gals.).
 EF0455
 EF0455.The modeled gravity was interpolated from observed gravity values.
 EF0455
 EF0455;                    North         East    Units  Estimated Accuracy
 EF0455;SPC AL W     -   463,810.      661,970.      MT  (+/- 180 meters Scaled)
 EF0455
 EF0455                          SUPERSEDED SURVEY CONTROL
 EF0455
 EF0455  NGVD 29 (??/??/92)  229.719  (m)          753.67   (f) ADJ UNCH    2 0
 EF0455
 EF0455.Superseded values are not recommended for survey control.
 EF0455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0455.See file dsdata.txt to determine how the superseded data were derived.
 EF0455
 EF0455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC158822(NAD 83)
 EF0455_MARKER: DB = BENCH MARK DISK
 EF0455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0455_STAMPING: B 48 1934
 EF0455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0455+STABILITY: SURFACE MOTION
 EF0455
 EF0455  HISTORY     - Date     Condition        Report By
 EF0455  HISTORY     - 1934     MONUMENTED       CGS
 EF0455  HISTORY     - 1958     MARK NOT FOUND   TVA
 EF0455  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0455
 EF0455                          STATION DESCRIPTION
 EF0455
 EF0455'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 EF0455'IN CULLMAN.
 EF0455'0.8 MILE EAST ALONG STATE HIGHWAY 112 FROM THE POST OFFICE AT CULLMAN,
 EF0455'CULLMAN COUNTY, AT THE EAST CITY LIMITS, 25 FEET WEST OF THE CITY
 EF0455'LIMIT SIGN, 66 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 28
 EF0455'FEET SOUTHWEST OF THE CENTER OF A STONE-COVERED WELL, 27 FEET NORTH OF
 EF0455'THE CENTERLINE OF THE HIGHWAY, 4 FEET EAST OF A POWERLINE POLE, 1 FOOT
 EF0455'SOUTHEAST OF THE CONCRETE SHELL OF A WATER METER, LEVEL WITH THE
 EF0455'HIGHWAY, AND ABOUT 2 INCHES UNDER GROUND.  A STANDARD DISK, STAMPED B
 EF0455'48 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EF0455
 EF0455                          STATION RECOVERY (1982)
 EF0455
 EF0455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0408 ***********************************************************************
 EF0408  DESIGNATION -  B 48 X
 EF0408  PID         -  EF0408
 EF0408  STATE/COUNTY-  AL/MORGAN
 EF0408  USGS QUAD   -  FALKVILLE (1982)
 EF0408
 EF0408                         *CURRENT SURVEY CONTROL
 EF0408  ___________________________________________________________________
 EF0408* NAD 83(1986)-  34 20 37.     (N)    086 54 20.     (W)     SCALED    
 EF0408* NAVD 88     -       185.573  (meters)     608.83   (feet)  ADJUSTED  
 EF0408  ___________________________________________________________________
 EF0408  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EF0408  DYNAMIC HT  -         185.385 (meters)     608.22  (feet)  COMP
 EF0408  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 EF0408
 EF0408  VERT ORDER  -  FIRST     CLASS II
 EF0408
 EF0408.The horizontal coordinates were scaled from a topographic map and have
 EF0408.an estimated accuracy of +/- 6 seconds.
 EF0408
 EF0408.The orthometric height was determined by differential leveling
 EF0408.and adjusted by the National Geodetic Survey in June 1991..
 EF0408
 EF0408.The geoid height was determined by GEOID03.
 EF0408
 EF0408.The dynamic height is computed by dividing the NAVD 88
 EF0408.geopotential number by the normal gravity value computed on the
 EF0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0408.degrees latitude (g = 980.6199 gals.).
 EF0408
 EF0408.The modeled gravity was interpolated from observed gravity values.
 EF0408
 EF0408;                    North         East    Units  Estimated Accuracy
 EF0408;SPC AL W     -   481,790.      654,690.      MT  (+/- 180 meters Scaled)
 EF0408
 EF0408                          SUPERSEDED SURVEY CONTROL
 EF0408
 EF0408.No superseded survey control is available for this station.
 EF0408
 EF0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED086002(NAD 83)
 EF0408_MARKER: DB = BENCH MARK DISK
 EF0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0408_SP_SET: CULVERT
 EF0408_STAMPING: B 48 X 1934
 EF0408_MARK LOGO: CGS   
 EF0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0408
 EF0408  HISTORY     - Date     Condition        Report By
 EF0408  HISTORY     - 1934     MONUMENTED       CGS
 EF0408  HISTORY     - 1944     GOOD             NGS
 EF0408  HISTORY     - 1950     GOOD             NGS
 EF0408  HISTORY     - 1982     GOOD             NGS
 EF0408  HISTORY     - 20050525 MARK NOT FOUND   ALHD
 EF0408
 EF0408                          STATION DESCRIPTION
 EF0408
 EF0408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF0408'0.6 MI N FROM LACON.
 EF0408'ABOUT 0.6 MILE NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0408'FROM THE STATION AT LACON, ABOUT 2.0 MILES SOUTH OF THE STATION AT
 EF0408'FALKVILLE, ABOUT 270 FEET SOUTH OF MILE-POST 327, 14.4 FEET EAST OF
 EF0408'AND ABOUT 2.0 FEET BELOW THE CENTER LINE OF THE EAST TRACK AND SET
 EF0408'HORIZONTALLY IN THE TOP OF THE NORTH END OF THE EAST HEADWALL IF A
 EF0408'CONCRETE CULVERT.
 EF0408
 EF0408                          STATION RECOVERY (1950)
 EF0408
 EF0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0408'RECOVERED IN GOOD CONDITION.
 EF0408
 EF0408                          STATION RECOVERY (1982)
 EF0408
 EF0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0408'RECOVERED IN GOOD CONDITION, NOTE, 3.2 KM (2.0 MI) SOUTH ALONG U.S.
 EF0408'HIGHWAY 31 FROM THE JUNCTION OF COUNTY ROAD 55 WEST IN FALKVILLE, AT A
 EF0408'CULVERT UNDER THE NASHVILLE AND LOUISVILLE RAILROAD, 7.3 METERS
 EF0408'(24.0 FT) EAST OF THE EAST RAIL.  NOTE, THE RAILROAD HAS BEEN REBUILT.
 EF0408'THE MARK IS 0.3 M BELOW GROUND.
 EF0408
 EF0408                          STATION RECOVERY (2005)
 EF0408
 EF0408'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0408'RAILROAD BED HAS BEEN RAISED AND THE CULVERT IS NOW COVERED WITH
 EF0408'BALLAST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1504 ***********************************************************************
 EE1504  DESIGNATION -  B 480
 EE1504  PID         -  EE1504
 EE1504  STATE/COUNTY-  AL/JACKSON
 EE1504  USGS QUAD   -  BRIDGEPORT (1983)
 EE1504
 EE1504                         *CURRENT SURVEY CONTROL
 EE1504  ___________________________________________________________________
 EE1504* NAD 83(1986)-  34 56 21.     (N)    085 43 36.     (W)     SCALED    
 EE1504* NAVD 88     -       215.384  (meters)     706.64   (feet)  ADJUSTED  
 EE1504  ___________________________________________________________________
 EE1504  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE1504  DYNAMIC HT  -         215.174 (meters)     705.95  (feet)  COMP
 EE1504  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 EE1504
 EE1504  VERT ORDER  -  FIRST     CLASS II
 EE1504
 EE1504.The horizontal coordinates were scaled from a topographic map and have
 EE1504.an estimated accuracy of +/- 6 seconds.
 EE1504
 EE1504.The orthometric height was determined by differential leveling
 EE1504.and adjusted by the National Geodetic Survey in June 1991..
 EE1504
 EE1504.The geoid height was determined by GEOID03.
 EE1504
 EE1504.The dynamic height is computed by dividing the NAVD 88
 EE1504.geopotential number by the normal gravity value computed on the
 EE1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1504.degrees latitude (g = 980.6199 gals.).
 EE1504
 EE1504.The modeled gravity was interpolated from observed gravity values.
 EE1504
 EE1504;                    North         East    Units  Estimated Accuracy
 EE1504;SPC AL E     -   492,290.      209,740.      MT  (+/- 180 meters Scaled)
 EE1504
 EE1504                          SUPERSEDED SURVEY CONTROL
 EE1504
 EE1504.No superseded survey control is available for this station.
 EE1504
 EE1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD162670(NAD 83)
 EE1504_MARKER: I = METAL ROD
 EE1504_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1504_SP_SET: STAINLESS STEEL ROD
 EE1504_STAMPING: B 480 1983
 EE1504_MARK LOGO: NGS   
 EE1504_PROJECTION: FLUSH
 EE1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1504_ROD/PIPE-DEPTH: 7.3  meters
 EE1504
 EE1504  HISTORY     - Date     Condition        Report By
 EE1504  HISTORY     - 1983     MONUMENTED       NGS
 EE1504
 EE1504                          STATION DESCRIPTION
 EE1504
 EE1504'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1504'1.1 KM (0.7 MI) SOUTH FROM BRIDGEPORT.
 EE1504'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG A PAVED ROAD (DIAMOND AVENUE)
 EE1504'FROM THE CHURCH OF CHRIST CHURCH IN BRIDGEPORT, THENCE 1.0 KM
 EE1504'(0.65 MI) SOUTHERLY ALONG U.S. HIGHWAY 72, SET AT THE SOUTHWEST ANGLE
 EE1504'OF A PAVED CROSSROAD (NORTH HUDSON AVENUE), 18.25 METERS (59.9 FT)
 EE1504'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23.47 METERS
 EE1504'(77.0 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE PAVED ROAD (NORTH
 EE1504'HUDSON AVENUE), 7.80 METERS (25.6 FT) SOUTHEAST OF THE CENTER OF A
 EE1504'GRAVEL ROAD LEADING SOUTHWEST, AND 1.37 METERS (4.5 FT) NORTHEAST OF A
 EE1504'POWERLINE POLE WITH SIX GUY WIRES.  NOTE, THE ROD WAS DRIVEN TO
 EE1504'REFUSAL.
 EE1504'THE MARK IS 1.8 METERS  N FROM A WITNESS POST.
 EE1504'THE MARK IS 0.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1383 ***********************************************************************
 EF1383  DESIGNATION -  B 481
 EF1383  PID         -  EF1383
 EF1383  STATE/COUNTY-  AL/COLBERT
 EF1383  USGS QUAD   -  FLORENCE (1971)
 EF1383
 EF1383                         *CURRENT SURVEY CONTROL
 EF1383  ___________________________________________________________________
 EF1383* NAD 83(1986)-  34 45 39.     (N)    087 41 05.     (W)     SCALED    
 EF1383* NAVD 88     -       159.707  (meters)     523.97   (feet)  ADJUSTED  
 EF1383  ___________________________________________________________________
 EF1383  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 EF1383  DYNAMIC HT  -         159.553 (meters)     523.47  (feet)  COMP
 EF1383  MODELED GRAV-     979,671.8   (mgal)                       NAVD 88
 EF1383
 EF1383  VERT ORDER  -  FIRST     CLASS II
 EF1383
 EF1383.The horizontal coordinates were scaled from a topographic map and have
 EF1383.an estimated accuracy of +/- 6 seconds.
 EF1383
 EF1383.The orthometric height was determined by differential leveling
 EF1383.and adjusted by the National Geodetic Survey in June 1991..
 EF1383
 EF1383.The geoid height was determined by GEOID03.
 EF1383
 EF1383.The dynamic height is computed by dividing the NAVD 88
 EF1383.geopotential number by the normal gravity value computed on the
 EF1383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1383.degrees latitude (g = 980.6199 gals.).
 EF1383
 EF1383.The modeled gravity was interpolated from observed gravity values.
 EF1383
 EF1383;                    North         East    Units  Estimated Accuracy
 EF1383;SPC AL W     -   527,930.      583,090.      MT  (+/- 180 meters Scaled)
 EF1383
 EF1383                          SUPERSEDED SURVEY CONTROL
 EF1383
 EF1383.No superseded survey control is available for this station.
 EF1383
 EF1383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD373467(NAD 83)
 EF1383_MARKER: I = METAL ROD
 EF1383_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1383_SP_SET: STAINLESS STEEL ROD
 EF1383_STAMPING: B 481 1983
 EF1383_MARK LOGO: NGS   
 EF1383_PROJECTION: FLUSH
 EF1383_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1383_ROD/PIPE-DEPTH: 9.75 meters
 EF1383
 EF1383  HISTORY     - Date     Condition        Report By
 EF1383  HISTORY     - 1983     MONUMENTED       NGS
 EF1383
 EF1383                          STATION DESCRIPTION
 EF1383
 EF1383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1383'IN SHEFFIELD.
 EF1383'IN SHEFFIELD, 0.1 KM (0.05 MI) SOUTH ALONG COLUMBIA AVENUE FROM THE
 EF1383'POST OFFICE, TO THE JUNCTION OF 2ND STREET, THENCE 1.0 KM (0.6 MI)
 EF1383'EAST TO THE JUNCTION OF JACKSON HIGHWAY, THENCE 0.2 KM (0.1 MI) NORTH
 EF1383'TO THE MARK ON THE LEFT, ALSO JUST SOUTH OF THE JUNCTION OF 27TH
 EF1383'STREET, 14.26 METERS (46.8 FT) NORTHWEST OF THE CENTERLINE OF JACKSON
 EF1383'HIGHWAY, 26.03 METERS (85.4 FT) SOUTHWEST OF THE APPROXIMATE CENTER OF
 EF1383'27TH STREET, 14.45 METERS (47.4 FT) SOUTH OF THE NORTHEAST CORNER OF A
 EF1383'CINDER BLOCK BUILDING (AT PRESENT TIME THE BROOKS COMPANY OFFICE
 EF1383'SUPPLIES), 13.87 METERS (45.5 FT) SOUTHWEST OF THE BASE OF A LARGE
 EF1383'SIGN FOR THE OFFICE SUPPLY, 9.91 METERS (32.5 FT) NORTHEAST OF THE
 EF1383'SOUTH END OF A ROW OF SHRUBS, AND 3.66 METERS (12.0 FT) EAST OF THE
 EF1383'SOUTHEAST CORNER OF THE OFFICE SUPPLY.
 EF1383'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 EF1383'THE MARK IS ABOVE LEVEL WITH JACKSON HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1723 ***********************************************************************
 BH1723  DESIGNATION -  B 482
 BH1723  PID         -  BH1723
 BH1723  STATE/COUNTY-  AL/MOBILE
 BH1723  USGS QUAD   -  THEODORE (1982)
 BH1723
 BH1723                         *CURRENT SURVEY CONTROL
 BH1723  ___________________________________________________________________
 BH1723* NAD 83(1986)-  30 30 06.     (N)    088 10 11.     (W)     SCALED    
 BH1723* NAVD 88     -        12.152  (meters)      39.87   (feet)  ADJUSTED  
 BH1723  ___________________________________________________________________
 BH1723  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BH1723  DYNAMIC HT  -          12.135 (meters)      39.81  (feet)  COMP
 BH1723  MODELED GRAV-     979,324.2   (mgal)                       NAVD 88
 BH1723
 BH1723  VERT ORDER  -  FIRST     CLASS II
 BH1723
 BH1723.The horizontal coordinates were scaled from a topographic map and have
 BH1723.an estimated accuracy of +/- 6 seconds.
 BH1723
 BH1723.The orthometric height was determined by differential leveling
 BH1723.and adjusted by the National Geodetic Survey in June 1991..
 BH1723
 BH1723.The geoid height was determined by GEOID03.
 BH1723
 BH1723.The dynamic height is computed by dividing the NAVD 88
 BH1723.geopotential number by the normal gravity value computed on the
 BH1723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1723.degrees latitude (g = 980.6199 gals.).
 BH1723
 BH1723.The modeled gravity was interpolated from observed gravity values.
 BH1723
 BH1723;                    North         East    Units  Estimated Accuracy
 BH1723;SPC AL W     -    55,800.      535,710.      MT  (+/- 180 meters Scaled)
 BH1723
 BH1723                          SUPERSEDED SURVEY CONTROL
 BH1723
 BH1723  NGVD 29 (06/24/99)   12.110  (m)           39.73   (f) ADJUSTED    1 2
 BH1723
 BH1723.Superseded values are not recommended for survey control.
 BH1723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1723.See file dsdata.txt to determine how the superseded data were derived.
 BH1723
 BH1723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU877749(NAD 83)
 BH1723_MARKER: I = METAL ROD
 BH1723_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH1723_SP_SET: STAINLESS STEEL ROD
 BH1723_STAMPING: B 482 1984
 BH1723_MARK LOGO: NGS   
 BH1723_PROJECTION: FLUSH
 BH1723_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1723_ROD/PIPE-DEPTH: 18.3 meters
 BH1723
 BH1723  HISTORY     - Date     Condition        Report By
 BH1723  HISTORY     - 1984     MONUMENTED       NGS
 BH1723
 BH1723                          STATION DESCRIPTION
 BH1723
 BH1723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1723'5.0 KM (3.1 MI) SOUTH FROM THEODORE.
 BH1723'5.0 KM (3.1 MI) SOUTH ALONG COUNTY ROAD 59 FROM THE FIRST BAPTIST
 BH1723'CHURCH IN THEODORE, AT THE JUNCTION OF HALF MILE ROAD AND LAURENPINE
 BH1723'ROAD LEADING EAST, SET BETWEEN TWO WITNESS POST, 19.1 METERS (62.7 FT)
 BH1723'WEST OF THE CENTERLINE OF THE COUNTY ROAD, 18.4 METERS (60.4 FT) SOUTH
 BH1723'OF THE CENTERLINE OF HALF MILE ROAD, 14.3 METERS (47.0 FT) SOUTHWEST
 BH1723'OF A STOP SIGN, AND 6.1 METERS (20.0 FT) SOUTH-SOUTHWEST OF A VERTICAL
 BH1723'POWERLINE POLE PROJECTING 3.0 FEET ABOVE THE GROUND.
 BH1723'THE MARK IS 0.30 METERS  S FROM A WITNESS POST.
 BH1723'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4056 ***********************************************************************
 AB4056  DESIGNATION -  B 483
 AB4056  PID         -  AB4056
 AB4056  STATE/COUNTY-  AL/BALDWIN
 AB4056  USGS QUAD   -  FORT MORGAN (1982)
 AB4056
 AB4056                         *CURRENT SURVEY CONTROL
 AB4056  ___________________________________________________________________
 AB4056* NAD 83(1986)-  30 13 46.     (N)    088 00 10.     (W)     SCALED    
 AB4056* NAVD 88     -         4.827  (meters)      15.84   (feet)  ADJUSTED  
 AB4056  ___________________________________________________________________
 AB4056  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AB4056  DYNAMIC HT  -           4.820 (meters)      15.81  (feet)  COMP
 AB4056  MODELED GRAV-     979,320.3   (mgal)                       NAVD 88
 AB4056
 AB4056  VERT ORDER  -  FIRST     CLASS II
 AB4056
 AB4056.The horizontal coordinates were scaled from a topographic map and have
 AB4056.an estimated accuracy of +/- 6 seconds.
 AB4056
 AB4056.The orthometric height was determined by differential leveling
 AB4056.and adjusted by the National Geodetic Survey in July 2002..
 AB4056
 AB4056.The geoid height was determined by GEOID03.
 AB4056
 AB4056.The dynamic height is computed by dividing the NAVD 88
 AB4056.geopotential number by the normal gravity value computed on the
 AB4056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4056.degrees latitude (g = 980.6199 gals.).
 AB4056
 AB4056.The modeled gravity was interpolated from observed gravity values.
 AB4056
 AB4056;                    North         East    Units  Estimated Accuracy
 AB4056;SPC AL W     -    25,540.      551,600.      MT  (+/- 180 meters Scaled)
 AB4056
 AB4056                          SUPERSEDED SURVEY CONTROL
 AB4056
 AB4056.No superseded survey control is available for this station.
 AB4056
 AB4056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU035446(NAD 83)
 AB4056_MARKER: I = METAL ROD
 AB4056_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4056_STAMPING: B 483 1996
 AB4056_MARK LOGO: NGS   
 AB4056_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4056_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4056_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4056+SATELLITE: SATELLITE OBSERVATIONS - May 05, 2003
 AB4056
 AB4056  HISTORY     - Date     Condition        Report By
 AB4056  HISTORY     - 1996     MONUMENTED       NGS
 AB4056  HISTORY     - 20030505 GOOD             USPSQD
 AB4056  HISTORY     - 20040507 POOR             USPSQD
 AB4056  HISTORY     - 20050726 POOR             USPSQD
 AB4056
 AB4056                          STATION DESCRIPTION
 AB4056
 AB4056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4056'31.5 KM (19.55 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4056'OF STATE HIGHWAY 59 IN GULF SHORES, 34.5 M (113.2 FT) SOUTHWEST OF A
 AB4056'WATERLINE WARNING SIGN, 18.3 M (60.0 FT) SOUTH OF THE HIGHWAY
 AB4056'CENTERLINE, 5.0 M (16.4 FT) SOUTH OF A UTILITY POLE WITH 2 GUY CABLES,
 AB4056'0.9 M (3.0 FT) EAST OF A WITNESS POST, AND 0.3 M (1.0 FT) ABOVE THE
 AB4056'LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A
 AB4056'5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS
 AB4056'FOR A CLASS A MARK.
 AB4056
 AB4056                          STATION RECOVERY (2003)
 AB4056
 AB4056'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4056'UTILITY POLE NUMBER 2 WITH TWO GUY CABLES. THE MARKER IS NOW 18 INCHES
 AB4056'OUT OF THE GROUND DUE TO EROSION.
 AB4056
 AB4056                          STATION RECOVERY (2004)
 AB4056
 AB4056'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4056'MARK RECOVERED IN POOR CONDITION.
 AB4056
 AB4056                          STATION RECOVERY (2005)
 AB4056
 AB4056'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4056'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4080 ***********************************************************************
 AB4080  DESIGNATION -  B 484
 AB4080  PID         -  AB4080
 AB4080  STATE/COUNTY-  AL/BALDWIN
 AB4080  USGS QUAD   -  FOLEY (1980)
 AB4080
 AB4080                         *CURRENT SURVEY CONTROL
 AB4080  ___________________________________________________________________
 AB4080* NAD 83(1986)-  30 24 30.     (N)    087 40 34.     (W)     SCALED    
 AB4080* NAVD 88     -        20.837  (meters)      68.36   (feet)  ADJUSTED  
 AB4080  ___________________________________________________________________
 AB4080  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 AB4080  DYNAMIC HT  -          20.809 (meters)      68.27  (feet)  COMP
 AB4080  MODELED GRAV-     979,333.2   (mgal)                       NAVD 88
 AB4080
 AB4080  VERT ORDER  -  FIRST     CLASS II
 AB4080
 AB4080.The horizontal coordinates were scaled from a topographic map and have
 AB4080.an estimated accuracy of +/- 6 seconds.
 AB4080
 AB4080.The orthometric height was determined by differential leveling
 AB4080.and adjusted by the National Geodetic Survey in July 2002..
 AB4080
 AB4080.The geoid height was determined by GEOID03.
 AB4080
 AB4080.The dynamic height is computed by dividing the NAVD 88
 AB4080.geopotential number by the normal gravity value computed on the
 AB4080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4080.degrees latitude (g = 980.6199 gals.).
 AB4080
 AB4080.The modeled gravity was interpolated from observed gravity values.
 AB4080
 AB4080;                    North         East    Units  Estimated Accuracy
 AB4080;SPC AL W     -    45,280.      583,080.      MT  (+/- 180 meters Scaled)
 AB4080
 AB4080                          SUPERSEDED SURVEY CONTROL
 AB4080
 AB4080.No superseded survey control is available for this station.
 AB4080
 AB4080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU350642(NAD 83)
 AB4080_MARKER: I = METAL ROD
 AB4080_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4080_STAMPING: B 484 1996
 AB4080_MARK LOGO: NGS   
 AB4080_PROJECTION: FLUSH
 AB4080_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4080_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4080_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4080+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AB4080_ROD/PIPE-DEPTH: 30.9 meters
 AB4080_SLEEVE-DEPTH  : 0.9 meters
 AB4080
 AB4080  HISTORY     - Date     Condition        Report By
 AB4080  HISTORY     - 1996     MONUMENTED       NGS
 AB4080  HISTORY     - 20040316 GOOD             USPSQD
 AB4080
 AB4080                          STATION DESCRIPTION
 AB4080
 AB4080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4080'0.7 KM (0.45 MI) EASTERLY ALONG U.S. HIGHWAY 98 FROM THE JUNCTION OF
 AB4080'STATE HIGHWAY 59 IN FOLEY, THENCE 0.2 KM (0.10 MI) NORTHERLY ALONG
 AB4080'NORTH POPLAR STREET, 39.5 M (129.6 FT) SOUTH OF THE EXTENDED CENTER OF
 AB4080'EAST VIOLET AVENUE, 16.2 M (53.1 FT) EAST OF THE STREET CENTER, 6.5 M
 AB4080'(21.3 FT) NORTH OF THE CENTER OF A DRIVEWAY LEADING TO A STORAGE YARD,
 AB4080'1.0 M (3.3 FT) WEST OF A WITNESS POST AND CHAIN-LINK FENCE, AND 0.3 M
 AB4080'(1.0 FT) ABOVE THE LEVEL OF THE STREET. NOTE--ACCESS TO THE DATUM
 AB4080'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB4080'THE SPECIFICATIONS FOR A CLASS A MARK.
 AB4080
 AB4080                          STATION RECOVERY (2004)
 AB4080
 AB4080'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4080'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0180 ***********************************************************************
 EF0180  DESIGNATION -  B 49
 EF0180  PID         -  EF0180
 EF0180  STATE/COUNTY-  AL/MARSHALL
 EF0180  USGS QUAD   -  ALBERTVILLE (1983)
 EF0180
 EF0180                         *CURRENT SURVEY CONTROL
 EF0180  ___________________________________________________________________
 EF0180* NAD 83(1986)-  34 19 06.     (N)    086 14 25.     (W)     SCALED    
 EF0180* NAVD 88     -       292.250  (meters)     958.82   (feet)  ADJUSTED  
 EF0180  ___________________________________________________________________
 EF0180  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EF0180  DYNAMIC HT  -         291.940 (meters)     957.81  (feet)  COMP
 EF0180  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 EF0180
 EF0180  VERT ORDER  -  SECOND    CLASS 0
 EF0180
 EF0180.The horizontal coordinates were scaled from a topographic map and have
 EF0180.an estimated accuracy of +/- 6 seconds.
 EF0180
 EF0180.The orthometric height was determined by differential leveling
 EF0180.and adjusted by the National Geodetic Survey in June 1991..
 EF0180
 EF0180.The geoid height was determined by GEOID03.
 EF0180
 EF0180.The dynamic height is computed by dividing the NAVD 88
 EF0180.geopotential number by the normal gravity value computed on the
 EF0180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0180.degrees latitude (g = 980.6199 gals.).
 EF0180
 EF0180.The modeled gravity was interpolated from observed gravity values.
 EF0180
 EF0180;                    North         East    Units  Estimated Accuracy
 EF0180;SPC AL E     -   423,490.      162,550.      MT  (+/- 180 meters Scaled)
 EF0180
 EF0180                          SUPERSEDED SURVEY CONTROL
 EF0180
 EF0180  NGVD 29 (??/??/92)  292.214  (m)          958.71   (f) ADJ UNCH    2 0
 EF0180
 EF0180.Superseded values are not recommended for survey control.
 EF0180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0180.See file dsdata.txt to determine how the superseded data were derived.
 EF0180
 EF0180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC698977(NAD 83)
 EF0180_MARKER: DB = BENCH MARK DISK
 EF0180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0180_STAMPING: B 49 1934
 EF0180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0180+STABILITY: SURFACE MOTION
 EF0180
 EF0180  HISTORY     - Date     Condition        Report By
 EF0180  HISTORY     - 1934     MONUMENTED       CGS
 EF0180  HISTORY     - 1936     GOOD             USE
 EF0180
 EF0180                          STATION DESCRIPTION
 EF0180
 EF0180'DESCRIBED BY US ENGINEERS 1936
 EF0180'6.1 MI SE FROM GUNTERSVILLE.
 EF0180'6.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 EF0180'GUNTERSVILLE, MARSHALL COUNTY, 7 RAILS NORTH OF THE STATION AT LANE,
 EF0180'13-1/2 RAILS NORTH OF MILEPOST 92, 3 RAILS NORTH OF A GRADE CROSSING,
 EF0180'30 FEET SOUTHWEST OF A DIRT ROAD, AND 25 FEET NORTH OF THE CENTERLINE
 EF0180'OF THE TRACK.  A STANDARD DISK, STAMPED B 49 1934 AND SET IN THE TOP
 EF0180'OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0053 ***********************************************************************
 DH0053  DESIGNATION -  B 5
 DH0053  PID         -  DH0053
 DH0053  STATE/COUNTY-  AL/ST CLAIR
 DH0053  USGS QUAD   -  ODENVILLE (1972)
 DH0053
 DH0053                         *CURRENT SURVEY CONTROL
 DH0053  ___________________________________________________________________
 DH0053* NAD 83(1986)-  33 40 07.     (N)    086 28 42.     (W)     SCALED    
 DH0053* NAVD 88     -       242.869  (meters)     796.81   (feet)  POSTED    
 DH0053  ___________________________________________________________________
 DH0053  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH0053  DYNAMIC HT  -         242.600 (meters)     795.93  (feet)  COMP
 DH0053  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 DH0053
 DH0053  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH0053
 DH0053.The horizontal coordinates were scaled from a topographic map and have
 DH0053.an estimated accuracy of +/- 6 seconds.
 DH0053
 DH0053.The orthometric height was determined by differential leveling
 DH0053.and adjusted by the National Geodetic Survey in 1992..
 DH0053.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH0053.rate of 0.0 thru 1.0 mm/km.
 DH0053
 DH0053.The geoid height was determined by GEOID03.
 DH0053
 DH0053.The dynamic height is computed by dividing the NAVD 88
 DH0053.geopotential number by the normal gravity value computed on the
 DH0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0053.degrees latitude (g = 980.6199 gals.).
 DH0053
 DH0053.The modeled gravity was interpolated from observed gravity values.
 DH0053
 DH0053;                    North         East    Units  Estimated Accuracy
 DH0053;SPC AL E     -   351,540.      140,180.      MT  (+/- 180 meters Scaled)
 DH0053
 DH0053                          SUPERSEDED SURVEY CONTROL
 DH0053
 DH0053.No superseded survey control is available for this station.
 DH0053
 DH0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC483255(NAD 83)
 DH0053_MARKER: B = BOLT
 DH0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0053+STABILITY: SURFACE MOTION
 DH0053
 DH0053  HISTORY     - Date     Condition        Report By
 DH0053  HISTORY     - UNK      MONUMENTED       CGS
 DH0053  HISTORY     - 1947     MARK NOT FOUND   NGS
 DH0053
 DH0053                          STATION DESCRIPTION
 DH0053
 DH0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0053'IN SANIE.
 DH0053'AT SANIE, ST. CLAIR COUNTY, ABOUT 100 FEET SOUTH OF THE SEABOARD AIR
 DH0053'LINE RAILWAY STATION, 50 FEET WEST OF A ROAD CROSSING, AND 50 FEET
 DH0053'SOUTH OF THE TRACK.  A BRASS BOLT, SET IN THE TOP OF A CONCRETE POST.
 DH0053'NOTE-- NO ONE LIVING IN THE VICINITY THAT WAS CONTACTED COULD GIVE ANY
 DH0053'INFORMATION.  MARK WAS PROBABLY DESTROYED BY GRADING ACTIVITIES THAT
 DH0053'COVER A LARGE AREA AROUND THE DESCRIBED LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0168 ***********************************************************************
 CO0168  DESIGNATION -  B 5 113
 CO0168  PID         -  CO0168
 CO0168  STATE/COUNTY-  AL/GREENE
 CO0168  USGS QUAD   -  WEST GREENE (1970)
 CO0168
 CO0168                         *CURRENT SURVEY CONTROL
 CO0168  ___________________________________________________________________
 CO0168* NAD 83(1986)-  32 53 26.     (N)    088 02 27.     (W)     SCALED    
 CO0168* NAVD 88     -        45.606  (meters)     149.63   (feet)  ADJUSTED  
 CO0168  ___________________________________________________________________
 CO0168  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CO0168  DYNAMIC HT  -          45.554 (meters)     149.46  (feet)  COMP
 CO0168  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 CO0168
 CO0168  VERT ORDER  -  SECOND    CLASS 0
 CO0168
 CO0168.The horizontal coordinates were scaled from a topographic map and have
 CO0168.an estimated accuracy of +/- 6 seconds.
 CO0168
 CO0168.The orthometric height was determined by differential leveling
 CO0168.and adjusted by the National Geodetic Survey in June 1991..
 CO0168
 CO0168.The geoid height was determined by GEOID03.
 CO0168
 CO0168.The dynamic height is computed by dividing the NAVD 88
 CO0168.geopotential number by the normal gravity value computed on the
 CO0168.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0168.degrees latitude (g = 980.6199 gals.).
 CO0168
 CO0168.The modeled gravity was interpolated from observed gravity values.
 CO0168
 CO0168;                    North         East    Units  Estimated Accuracy
 CO0168;SPC AL W     -   320,610.      549,400.      MT  (+/- 180 meters Scaled)
 CO0168
 CO0168                          SUPERSEDED SURVEY CONTROL
 CO0168
 CO0168  NGVD 29 (??/??/92)   45.576  (m)          149.53   (f) ADJ UNCH    2 0
 CO0168
 CO0168.Superseded values are not recommended for survey control.
 CO0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0168.See file dsdata.txt to determine how the superseded data were derived.
 CO0168
 CO0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB026396(NAD 83)
 CO0168_MARKER: DD = SURVEY DISK
 CO0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0168_STAMPING: TRA STA B 5-113 1937
 CO0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0168+STABILITY: SURFACE MOTION
 CO0168
 CO0168  HISTORY     - Date     Condition        Report By
 CO0168  HISTORY     - 1937     MONUMENTED       DOD
 CO0168  HISTORY     - 1946     GOOD             NGS
 CO0168
 CO0168                          STATION DESCRIPTION
 CO0168
 CO0168'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CO0168'2.7 MI NE FROM MT HEBRON.
 CO0168'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 CO0168'AT MT. HEBRON, ABOUT 0.15 MILE SOUTHWEST OF THE ST. JOHN CHURCH AND
 CO0168'SCHOOL, 125 FEET NORTH OF A CONCRETE BRIDGE, 45 FEET WEST OF A 32 INCH
 CO0168'PINE, ABOUT 42 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 24
 CO0168'FEET NORTHWEST OF A NORTHEAST SOUTHWEST FENCE LINE.  NOTE-- MARK MAY
 CO0168'BE REACHED FROM THE POST OFFICE AT CLINTON BY GOING ABOUT 3.3 MILES
 CO0168'SOUTHWEST ALONG STATE HIGHWAY 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0164 ***********************************************************************
 CO0164  DESIGNATION -  B 5 125
 CO0164  PID         -  CO0164
 CO0164  STATE/COUNTY-  AL/GREENE
 CO0164  USGS QUAD   -  BOLIGEE (1987)
 CO0164
 CO0164                         *CURRENT SURVEY CONTROL
 CO0164  ___________________________________________________________________
 CO0164* NAD 83(1986)-  32 52 28.     (N)    088 04 58.     (W)     SCALED    
 CO0164* NAVD 88     -        82.002  (meters)     269.03   (feet)  ADJUSTED  
 CO0164  ___________________________________________________________________
 CO0164  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CO0164  DYNAMIC HT  -          81.910 (meters)     268.73  (feet)  COMP
 CO0164  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 CO0164
 CO0164  VERT ORDER  -  SECOND    CLASS 0
 CO0164
 CO0164.The horizontal coordinates were scaled from a topographic map and have
 CO0164.an estimated accuracy of +/- 6 seconds.
 CO0164
 CO0164.The orthometric height was determined by differential leveling
 CO0164.and adjusted by the National Geodetic Survey in June 1991..
 CO0164
 CO0164.The geoid height was determined by GEOID03.
 CO0164
 CO0164.The dynamic height is computed by dividing the NAVD 88
 CO0164.geopotential number by the normal gravity value computed on the
 CO0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0164.degrees latitude (g = 980.6199 gals.).
 CO0164
 CO0164.The modeled gravity was interpolated from observed gravity values.
 CO0164
 CO0164;                    North         East    Units  Estimated Accuracy
 CO0164;SPC AL W     -   318,840.      545,460.      MT  (+/- 180 meters Scaled)
 CO0164
 CO0164                          SUPERSEDED SURVEY CONTROL
 CO0164
 CO0164  NGVD 29 (??/??/92)   81.973  (m)          268.94   (f) ADJ UNCH    2 0
 CO0164
 CO0164.Superseded values are not recommended for survey control.
 CO0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0164.See file dsdata.txt to determine how the superseded data were derived.
 CO0164
 CO0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB987378(NAD 83)
 CO0164_MARKER: DD = SURVEY DISK
 CO0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0164_STAMPING: TRA STA B 5-125 1937
 CO0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0164+STABILITY: SURFACE MOTION
 CO0164
 CO0164  HISTORY     - Date     Condition        Report By
 CO0164  HISTORY     - 1937     MONUMENTED       DOD
 CO0164  HISTORY     - 1946     GOOD             NGS
 CO0164
 CO0164                          STATION DESCRIPTION
 CO0164
 CO0164'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 CO0164'IN MT HEBRON.
 CO0164'AT MT. HEBRON, 117 FEET WEST OF THE SOUTHWEST CORNER OF THE D.T.
 CO0164'POYNORS STORE AND POST OFFICE, SET IN THE SOUTHEAST CORNER OF A
 CO0164'GARDEN, 49 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 7.0 FEET
 CO0164'NORTHWEST OF THE FENCE CORNER, 1.5 FOOT NORTHEAST OF A WHITE WOODEN
 CO0164'WITNESS POST, AND ABOUT 2.5 FEET ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1229 ***********************************************************************
 EE1229  DESIGNATION -  B 50
 EE1229  PID         -  EE1229
 EE1229  STATE/COUNTY-  AL/DE KALB
 EE1229  USGS QUAD   -  KEENER (1983)
 EE1229
 EE1229                         *CURRENT SURVEY CONTROL
 EE1229  ___________________________________________________________________
 EE1229* NAD 83(1986)-  34 13 55.     (N)    085 53 02.     (W)     SCALED    
 EE1229* NAVD 88     -       242.822  (meters)     796.66   (feet)  ADJUSTED  
 EE1229  ___________________________________________________________________
 EE1229  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EE1229  DYNAMIC HT  -         242.569 (meters)     795.83  (feet)  COMP
 EE1229  MODELED GRAV-     979,590.7   (mgal)                       NAVD 88
 EE1229
 EE1229  VERT ORDER  -  SECOND    CLASS 0
 EE1229
 EE1229.The horizontal coordinates were scaled from a topographic map and have
 EE1229.an estimated accuracy of +/- 6 seconds.
 EE1229
 EE1229.The orthometric height was determined by differential leveling
 EE1229.and adjusted by the National Geodetic Survey in June 1991..
 EE1229
 EE1229.The geoid height was determined by GEOID03.
 EE1229
 EE1229.The dynamic height is computed by dividing the NAVD 88
 EE1229.geopotential number by the normal gravity value computed on the
 EE1229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1229.degrees latitude (g = 980.6199 gals.).
 EE1229
 EE1229.The modeled gravity was interpolated from observed gravity values.
 EE1229
 EE1229;                    North         East    Units  Estimated Accuracy
 EE1229;SPC AL E     -   413,830.      195,340.      MT  (+/- 180 meters Scaled)
 EE1229
 EE1229                          SUPERSEDED SURVEY CONTROL
 EE1229
 EE1229  NGVD 29 (??/??/92)  242.802  (m)          796.59   (f) ADJ UNCH    2 0
 EE1229
 EE1229.Superseded values are not recommended for survey control.
 EE1229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1229.See file dsdata.txt to determine how the superseded data were derived.
 EE1229
 EE1229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC027884(NAD 83)
 EE1229_MARKER: DB = BENCH MARK DISK
 EE1229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1229_STAMPING: B 50 1934
 EE1229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1229+STABILITY: SURFACE MOTION
 EE1229
 EE1229  HISTORY     - Date     Condition        Report By
 EE1229  HISTORY     - 1934     MONUMENTED       CGS
 EE1229  HISTORY     - 1959     MARK NOT FOUND   TVA
 EE1229  HISTORY     - 1964     MARK NOT FOUND   NGS
 EE1229
 EE1229                          STATION DESCRIPTION
 EE1229
 EE1229'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1959
 EE1229'2.7 MI SW FROM COLLINSVILLE.
 EE1229'2.7 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM COLLINSVILLE,
 EE1229'DE KALB COUNTY, 0.1 MILE SOUTH OF MILEPOST 68, 20 YARDS NORTH
 EE1229'OF SEMAPHORE 682, IN THE SOUTHWEST CORNER OF THE NORTH
 EE1229'SECTION-HOUSE YARD, 5 YARDS SOUTH OF THE SOUTH END OF THE NORTH
 EE1229'SECTION HOUSE, 7 YARDS EAST OF THE CENTERLINE OF THE MAIN TRACK,
 EE1229'AND 3 YARDS SOUTHEAST OF AN 18-INCH ASH TREE.  A STANDARD DISK,
 EE1229'STAMPED B 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EE1229
 EE1229                          STATION RECOVERY (1964)
 EE1229
 EE1229'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EE1229'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1092 ***********************************************************************
 EF1092  DESIGNATION -  B 51
 EF1092  PID         -  EF1092
 EF1092  STATE/COUNTY-  AL/COLBERT
 EF1092  USGS QUAD   -  TUSCUMBIA (1971)
 EF1092
 EF1092                         *CURRENT SURVEY CONTROL
 EF1092  ___________________________________________________________________
 EF1092* NAD 83(1986)-  34 43 41.     (N)    087 41 35.     (W)     SCALED    
 EF1092* NAVD 88     -       148.839  (meters)     488.32   (feet)  ADJUSTED  
 EF1092  ___________________________________________________________________
 EF1092  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EF1092  DYNAMIC HT  -         148.696 (meters)     487.85  (feet)  COMP
 EF1092  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 EF1092
 EF1092  VERT ORDER  -  FIRST     CLASS II
 EF1092
 EF1092.The horizontal coordinates were scaled from a topographic map and have
 EF1092.an estimated accuracy of +/- 6 seconds.
 EF1092
 EF1092.The orthometric height was determined by differential leveling
 EF1092.and adjusted by the National Geodetic Survey in June 1991..
 EF1092
 EF1092.The geoid height was determined by GEOID03.
 EF1092
 EF1092.The dynamic height is computed by dividing the NAVD 88
 EF1092.geopotential number by the normal gravity value computed on the
 EF1092.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1092.degrees latitude (g = 980.6199 gals.).
 EF1092
 EF1092.The modeled gravity was interpolated from observed gravity values.
 EF1092
 EF1092;                    North         East    Units  Estimated Accuracy
 EF1092;SPC AL W     -   524,290.      582,320.      MT  (+/- 180 meters Scaled)
 EF1092
 EF1092                          SUPERSEDED SURVEY CONTROL
 EF1092
 EF1092  NGVD 29 (??/??/92)  148.800  (m)          488.19   (f) ADJ UNCH    1 2
 EF1092
 EF1092.Superseded values are not recommended for survey control.
 EF1092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1092.See file dsdata.txt to determine how the superseded data were derived.
 EF1092
 EF1092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD365431(NAD 83)
 EF1092_MARKER: DB = BENCH MARK DISK
 EF1092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1092_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1092_STAMPING: B 51 1934
 EF1092_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1092+STABILITY: SURFACE MOTION
 EF1092
 EF1092  HISTORY     - Date     Condition        Report By
 EF1092  HISTORY     - 1934     MONUMENTED       CGS
 EF1092  HISTORY     - 1944     GOOD             NGS
 EF1092  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF1092  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF1092
 EF1092                          STATION DESCRIPTION
 EF1092
 EF1092'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF1092'0.5 MI SE FROM TUSCUMBIA.
 EF1092'ABOUT 0.5 MILE SOUTHEASTERLY ALONG THE NORTHERN ALABAMA (SOUTHERN)
 EF1092'RAILWAY FROM THE FIRST NATIONAL BANK AT TUSCUMBIA, AT THE MULBERRY
 EF1092'STREET CROSSING, 73.0 FEET EAST OF THE CENTER LINE OF MULBERRY STREET,
 EF1092'20.0 FEET NORTHWEST OF THE CENTER LINE OF THE TRACK, AND 2.0 FEET EAST
 EF1092'OF A 4 BY 4-INCH WOODEN REFERENCE POST.  A DISK SET IN THE TOP OF A
 EF1092'CONCRETE POST PROJECTING ABOUT 0.5 FOOT.  NOTE-- TWO HOUSES HAVE BEEN
 EF1092'BUILT AT THIS LOCATION.
 EF1092
 EF1092                          STATION RECOVERY (1973)
 EF1092
 EF1092'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1092'MARK NOT FOUND.
 EF1092
 EF1092                          STATION RECOVERY (1982)
 EF1092
 EF1092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1092'NOT RECOVERED, RAILROAD HAS BEEN REROUTED, POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0946 ***********************************************************************
 EF0946  DESIGNATION -  B 52
 EF0946  PID         -  EF0946
 EF0946  STATE/COUNTY-  AL/WINSTON
 EF0946  USGS QUAD   -  HALEYVILLE WEST (1982)
 EF0946
 EF0946                         *CURRENT SURVEY CONTROL
 EF0946  ___________________________________________________________________
 EF0946* NAD 83(1986)-  34 13 32.     (N)    087 37 32.     (W)     SCALED    
 EF0946* NAVD 88     -       288.735  (meters)     947.29   (feet)  ADJUSTED  
 EF0946  ___________________________________________________________________
 EF0946  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EF0946  DYNAMIC HT  -         288.447 (meters)     946.35  (feet)  COMP
 EF0946  MODELED GRAV-     979,629.0   (mgal)                       NAVD 88
 EF0946
 EF0946  VERT ORDER  -  SECOND    CLASS 0
 EF0946
 EF0946.The horizontal coordinates were scaled from a topographic map and have
 EF0946.an estimated accuracy of +/- 6 seconds.
 EF0946
 EF0946.The orthometric height was determined by differential leveling
 EF0946.and adjusted by the National Geodetic Survey in June 1991..
 EF0946
 EF0946.The geoid height was determined by GEOID03.
 EF0946
 EF0946.The dynamic height is computed by dividing the NAVD 88
 EF0946.geopotential number by the normal gravity value computed on the
 EF0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0946.degrees latitude (g = 980.6199 gals.).
 EF0946
 EF0946.The modeled gravity was interpolated from observed gravity values.
 EF0946
 EF0946;                    North         East    Units  Estimated Accuracy
 EF0946;SPC AL W     -   468,540.      588,430.      MT  (+/- 180 meters Scaled)
 EF0946
 EF0946                          SUPERSEDED SURVEY CONTROL
 EF0946
 EF0946  NGVD 29 (??/??/92)  288.696  (m)          947.16   (f) ADJ UNCH    2 0
 EF0946
 EF0946.Superseded values are not recommended for survey control.
 EF0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0946.See file dsdata.txt to determine how the superseded data were derived.
 EF0946
 EF0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC423873(NAD 83)
 EF0946_MARKER: DB = BENCH MARK DISK
 EF0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0946_STAMPING: B 52 1934
 EF0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0946+STABILITY: SURFACE MOTION
 EF0946
 EF0946  HISTORY     - Date     Condition        Report By
 EF0946  HISTORY     - 1934     MONUMENTED       CGS
 EF0946  HISTORY     - 1935     GOOD             NGS
 EF0946  HISTORY     - 1958     MARK NOT FOUND   USGS
 EF0946
 EF0946                          STATION DESCRIPTION
 EF0946
 EF0946'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 EF0946'IN HALEYVILLE.
 EF0946'IN HALEYVILLE, WINSTON COUNTY, 70 YARDS NORTH ALONG THE SOUTHERN RY.
 EF0946'FROM THE STATION, 5 YARDS EAST OF THE CENTERLINE OF THE MAIN TRACK, 1
 EF0946'YARD EAST ON A HEDGE AND 3 YARDS NORTH OF THE SOUTH FENCE.  A STANDARD
 EF0946'DISK STAMPED B 52 1934 AND SET IN A PRECAST POST.
 EF0946
 EF0946                          STATION RECOVERY (1958)
 EF0946
 EF0946'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 EF0946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0744 ***********************************************************************
 EF0744  DESIGNATION -  B 53
 EF0744  PID         -  EF0744
 EF0744  STATE/COUNTY-  AL/LIMESTONE
 EF0744  USGS QUAD   -  ELKMONT (1974)
 EF0744
 EF0744                         *CURRENT SURVEY CONTROL
 EF0744  ___________________________________________________________________
 EF0744* NAD 83(1986)-  34 58 13.     (N)    086 59 40.     (W)     SCALED    
 EF0744* NAVD 88     -       183.139  (meters)     600.85   (feet)  ADJUSTED  
 EF0744  ___________________________________________________________________
 EF0744  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EF0744  DYNAMIC HT  -         182.965 (meters)     600.28  (feet)  COMP
 EF0744  MODELED GRAV-     979,676.3   (mgal)                       NAVD 88
 EF0744
 EF0744  VERT ORDER  -  SECOND    CLASS 0
 EF0744
 EF0744.The horizontal coordinates were scaled from a topographic map and have
 EF0744.an estimated accuracy of +/- 6 seconds.
 EF0744
 EF0744.The orthometric height was determined by differential leveling
 EF0744.and adjusted by the National Geodetic Survey in June 1991..
 EF0744
 EF0744.The geoid height was determined by GEOID03.
 EF0744
 EF0744.The dynamic height is computed by dividing the NAVD 88
 EF0744.geopotential number by the normal gravity value computed on the
 EF0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0744.degrees latitude (g = 980.6199 gals.).
 EF0744
 EF0744.The modeled gravity was interpolated from observed gravity values.
 EF0744
 EF0744;                    North         East    Units  Estimated Accuracy
 EF0744;SPC AL W     -   551,260.      646,170.      MT  (+/- 180 meters Scaled)
 EF0744
 EF0744                          SUPERSEDED SURVEY CONTROL
 EF0744
 EF0744  NGVD 29 (??/??/92)  183.094  (m)          600.70   (f) ADJ UNCH    2 0
 EF0744
 EF0744.Superseded values are not recommended for survey control.
 EF0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0744.See file dsdata.txt to determine how the superseded data were derived.
 EF0744
 EF0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED005697(NAD 83)
 EF0744_MARKER: DB = BENCH MARK DISK
 EF0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0744_STAMPING: B 53 1934
 EF0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0744+STABILITY: SURFACE MOTION
 EF0744
 EF0744  HISTORY     - Date     Condition        Report By
 EF0744  HISTORY     - 1934     MONUMENTED       CGS
 EF0744  HISTORY     - 1958     MARK NOT FOUND   TVA
 EF0744
 EF0744                          STATION DESCRIPTION
 EF0744
 EF0744'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 EF0744'3.0 MI N FROM ELKMONT.
 EF0744'3.0 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 EF0744'ELKMONT, LIMESTONE COUNTY, 20 RAILS NORTH OF MILEPOST L 282, AT A
 EF0744'PRIVATE-ROAD CROSSING, 20 FEET EAST OF THE CENTERLINE OF THE TRACK,
 EF0744'AND 1 FOOT INSIDE A FENCE LINE.  A STANDARD DISK, STAMPED B 53 1934
 EF0744'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN
 EF0744'FEBRUARY 1958 BY AN ENGINEER OF THE TENN. VALLEY AUTHORITY THAT THE
 EF0744'MARK COULD NOT BE FOUND AND A RAILROAD EMPLOYEE BELIEVES THAT THE MARK
 EF0744'MAY BE UNDER THE EDGE OF A PRIVATE R.R. CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0863 ***********************************************************************
 EF0863  DESIGNATION -  B 54 RESET
 EF0863  PID         -  EF0863
 EF0863  STATE/COUNTY-  AL/WINSTON
 EF0863  USGS QUAD   -  HOUSTON (1981)
 EF0863
 EF0863                         *CURRENT SURVEY CONTROL
 EF0863  ___________________________________________________________________
 EF0863* NAD 83(1986)-  34 12 03.     (N)    087 17 59.     (W)     SCALED    
 EF0863* NAVD 88     -       249.31   (meters)     817.9    (feet)  RESET     
 EF0863  ___________________________________________________________________
 EF0863  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EF0863
 EF0863  VERT ORDER  -  THIRD
 EF0863
 EF0863.The horizontal coordinates were scaled from a topographic map and have
 EF0863.an estimated accuracy of +/- 6 seconds.
 EF0863
 EF0863.The orthometric height was computed from unverified reset data.
 EF0863
 EF0863.The geoid height was determined by GEOID03.
 EF0863
 EF0863;                    North         East    Units  Estimated Accuracy
 EF0863;SPC AL W     -   465,810.      618,460.      MT  (+/- 180 meters Scaled)
 EF0863
 EF0863                          SUPERSEDED SURVEY CONTROL
 EF0863
 EF0863.No superseded survey control is available for this station.
 EF0863
 EF0863_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC723844(NAD 83)
 EF0863_MARKER: DD = SURVEY DISK
 EF0863_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0863_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0863_STAMPING: B 54 1934
 EF0863_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0863+STABILITY: SURFACE MOTION
 EF0863
 EF0863  HISTORY     - Date     Condition        Report By
 EF0863  HISTORY     - 1934     MONUMENTED       USFS
 EF0863  HISTORY     - 1936     GOOD             USFS
 EF0863  HISTORY     - 20050119 MARK NOT FOUND   ALHD
 EF0863
 EF0863                          STATION DESCRIPTION
 EF0863
 EF0863'DESCRIBED BY US FOREST SERVICE 1936
 EF0863'21.1 MI S FROM MOULTON.
 EF0863'IN WINSTON COUNTY, 21.1 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE
 EF0863'TOWN SQUARE AT MOULTON, LAWRENCE COUNTY, AT AN OLD HOUSE SITE, 80
 EF0863'PACES SOUTH OF A STONE CHIMNEY, AND 15 PACES WEST OF THE CENTERLINE OF
 EF0863'THE HIGHWAY.  A STANDARD DISK, STAMPED B 54 1934 AND SET IN THE TOP OF
 EF0863'A CONCRETE POST.
 EF0863
 EF0863                          STATION RECOVERY (2005)
 EF0863
 EF0863'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0863'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0622 ***********************************************************************
 EF0622  DESIGNATION -  B 55
 EF0622  PID         -  EF0622
 EF0622  STATE/COUNTY-  AL/MADISON
 EF0622  USGS QUAD   -  HUNTSVILLE (1991)
 EF0622
 EF0622                         *CURRENT SURVEY CONTROL
 EF0622  ___________________________________________________________________
 EF0622* NAD 83(1986)-  34 42 56.     (N)    086 35 17.     (W)     SCALED    
 EF0622* NAVD 88     -       186.630  (meters)     612.30   (feet)  ADJUSTED  
 EF0622  ___________________________________________________________________
 EF0622  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 EF0622  DYNAMIC HT  -         186.441 (meters)     611.68  (feet)  COMP
 EF0622  MODELED GRAV-     979,618.0   (mgal)                       NAVD 88
 EF0622
 EF0622  VERT ORDER  -  FIRST     CLASS II
 EF0622
 EF0622.The horizontal coordinates were scaled from a topographic map and have
 EF0622.an estimated accuracy of +/- 6 seconds.
 EF0622
 EF0622.The orthometric height was determined by differential leveling
 EF0622.and adjusted by the National Geodetic Survey in June 1991..
 EF0622
 EF0622.The geoid height was determined by GEOID03.
 EF0622
 EF0622.The dynamic height is computed by dividing the NAVD 88
 EF0622.geopotential number by the normal gravity value computed on the
 EF0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0622.degrees latitude (g = 980.6199 gals.).
 EF0622
 EF0622.The modeled gravity was interpolated from observed gravity values.
 EF0622
 EF0622;                    North         East    Units  Estimated Accuracy
 EF0622;SPC AL E     -   467,740.      130,870.      MT  (+/- 180 meters Scaled)
 EF0622
 EF0622                          SUPERSEDED SURVEY CONTROL
 EF0622
 EF0622  NGVD 29 (??/??/92)  186.577  (m)          612.13   (f) ADJ UNCH    1 2
 EF0622
 EF0622.Superseded values are not recommended for survey control.
 EF0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0622.See file dsdata.txt to determine how the superseded data were derived.
 EF0622
 EF0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED377415(NAD 83)
 EF0622_MARKER: DB = BENCH MARK DISK
 EF0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0622_STAMPING: B 55 1934
 EF0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0622+STABILITY: SURFACE MOTION
 EF0622
 EF0622  HISTORY     - Date     Condition        Report By
 EF0622  HISTORY     - 1934     MONUMENTED       CGS
 EF0622  HISTORY     - 1949     GOOD             NGS
 EF0622  HISTORY     - 1965     GOOD             NGS
 EF0622  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0622
 EF0622                          STATION DESCRIPTION
 EF0622
 EF0622'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EF0622'1.0 MI SE FROM HUNTSVILLE.
 EF0622'ABOUT 1.0 MILE SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 EF0622'LOUIS RAILWAY FROM THE STATION AT HUNTSVILLE, ABOUT 0.35 MILE
 EF0622'SOUTHEAST OF THE CROSSING OF FIFTH AVENUE, AT THE RAILWAY CITY LIMITS
 EF0622'OF HUNTSVILLE, 8 FEET EAST OF A RAILWAY CITY LIMIT SIGN, 4.3 FEET
 EF0622'NORTHWEST OF POLE NO. 49/17, 22 FEET NORTHEAST OF THE NORTHEAST RAIL,
 EF0622'185 FEET EAST-SOUTHEAST AND ACROSS THE TRACK FROM A SWITCH STAND FOR A
 EF0622'SPUR TRACK CURVING SOUTHWEST, ABOUT 100 YARDS SOUTHEAST OF A DOUBLE
 EF0622'PIPE CULVERT WITH STONE HEAD WALLS UNDER TRACK, 1 1/2 FEET SOUTHEAST
 EF0622'OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW THE TRACK AND SET IN
 EF0622'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE RAILROAD
 EF0622'IS NOW THE LOUISVILLE AND NASHVILLE RAILROAD.
 EF0622
 EF0622                          STATION RECOVERY (1965)
 EF0622
 EF0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EF0622'RECOVERED IN GOOD CONDITION.
 EF0622
 EF0622                          STATION RECOVERY (1982)
 EF0622
 EF0622'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0622'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1878 ***********************************************************************
 DG1878  DESIGNATION -  B 56
 DG1878  PID         -  DG1878
 DG1878  STATE/COUNTY-  AL/TALLADEGA
 DG1878  USGS QUAD   -  MUNFORD (1983)
 DG1878
 DG1878                         *CURRENT SURVEY CONTROL
 DG1878  ___________________________________________________________________
 DG1878* NAD 83(1986)-  33 31 21.     (N)    085 57 59.     (W)     SCALED    
 DG1878* NAVD 88     -       192.439  (meters)     631.36   (feet)  ADJUSTED  
 DG1878  ___________________________________________________________________
 DG1878  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1878  DYNAMIC HT  -         192.231 (meters)     630.68  (feet)  COMP
 DG1878  MODELED GRAV-     979,553.9   (mgal)                       NAVD 88
 DG1878
 DG1878  VERT ORDER  -  SECOND    CLASS 0
 DG1878
 DG1878.The horizontal coordinates were scaled from a topographic map and have
 DG1878.an estimated accuracy of +/- 6 seconds.
 DG1878
 DG1878.The orthometric height was determined by differential leveling
 DG1878.and adjusted by the National Geodetic Survey in June 1991..
 DG1878
 DG1878.The geoid height was determined by GEOID03.
 DG1878
 DG1878.The dynamic height is computed by dividing the NAVD 88
 DG1878.geopotential number by the normal gravity value computed on the
 DG1878.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1878.degrees latitude (g = 980.6199 gals.).
 DG1878
 DG1878.The modeled gravity was interpolated from observed gravity values.
 DG1878
 DG1878;                    North         East    Units  Estimated Accuracy
 DG1878;SPC AL E     -   335,150.      187,640.      MT  (+/- 180 meters Scaled)
 DG1878
 DG1878                          SUPERSEDED SURVEY CONTROL
 DG1878
 DG1878  NGVD 29 (??/??/92)  192.357  (m)          631.09   (f) ADJ UNCH    2 0
 DG1878
 DG1878.Superseded values are not recommended for survey control.
 DG1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1878.See file dsdata.txt to determine how the superseded data were derived.
 DG1878
 DG1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC959096(NAD 83)
 DG1878_MARKER: DB = BENCH MARK DISK
 DG1878_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1878_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1878_STAMPING: B 56 1934
 DG1878_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1878+STABILITY: SURFACE MOTION
 DG1878
 DG1878  HISTORY     - Date     Condition        Report By
 DG1878  HISTORY     - 1934     MONUMENTED       CGS
 DG1878  HISTORY     - 1948     MARK NOT FOUND   NGS
 DG1878
 DG1878                          STATION DESCRIPTION
 DG1878
 DG1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG1878'0.8 MI SW FROM MUNFORD.
 DG1878'B-56 IS LOCATED 0.8 OF MILE SOUTHWEST OF STATION AT MUNFORD, 60
 DG1878'YARDS NORTHEAST OF NORTHEAST END OF A CUT, 97 FEET NORTH OF A 24
 DG1878'IN PINE TREE, 23.2 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK,
 DG1878'NORTHEAST OF CURVE IN TRACK.  STANDARD TABLET SET IN TOP OF CONCRETE
 DG1878'POST 5 INCHES HIGH.
 DG1878
 DG1878                          STATION RECOVERY (1948)
 DG1878
 DG1878'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DG1878'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1923 ***********************************************************************
 DH1923  DESIGNATION -  B 575 14
 DH1923  PID         -  DH1923
 DH1923  STATE/COUNTY-  AL/TUSCALOOSA
 DH1923  USGS QUAD   -  TUSCALOOSA (1983)
 DH1923
 DH1923                         *CURRENT SURVEY CONTROL
 DH1923  ___________________________________________________________________
 DH1923* NAD 83(1986)-  33 11 07.     (N)    087 36 25.     (W)     SCALED    
 DH1923* NAVD 88     -        49.313  (meters)     161.79   (feet)  ADJUSTED  
 DH1923  ___________________________________________________________________
 DH1923  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH1923  DYNAMIC HT  -          49.259 (meters)     161.61  (feet)  COMP
 DH1923  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DH1923
 DH1923  VERT ORDER  -  SECOND    CLASS 0
 DH1923
 DH1923.The horizontal coordinates were scaled from a topographic map and have
 DH1923.an estimated accuracy of +/- 6 seconds.
 DH1923
 DH1923.The orthometric height was determined by differential leveling
 DH1923.and adjusted by the National Geodetic Survey in June 1991..
 DH1923
 DH1923.The geoid height was determined by GEOID03.
 DH1923
 DH1923.The dynamic height is computed by dividing the NAVD 88
 DH1923.geopotential number by the normal gravity value computed on the
 DH1923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1923.degrees latitude (g = 980.6199 gals.).
 DH1923
 DH1923.The modeled gravity was interpolated from observed gravity values.
 DH1923
 DH1923;                    North         East    Units  Estimated Accuracy
 DH1923;SPC AL W     -   353,170.      590,030.      MT  (+/- 180 meters Scaled)
 DH1923
 DH1923                          SUPERSEDED SURVEY CONTROL
 DH1923
 DH1923  NGVD 29 (??/??/92)   49.279  (m)          161.68   (f) ADJ UNCH    2 0
 DH1923
 DH1923.Superseded values are not recommended for survey control.
 DH1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1923.See file dsdata.txt to determine how the superseded data were derived.
 DH1923
 DH1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB434719(NAD 83)
 DH1923_MARKER: DD = SURVEY DISK
 DH1923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1923_STAMPING: B 575 - 14
 DH1923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1923+STABILITY: SURFACE MOTION
 DH1923
 DH1923  HISTORY     - Date     Condition        Report By
 DH1923  HISTORY     - UNK      MONUMENTED       ALGS
 DH1923  HISTORY     - 1946     GOOD             NGS
 DH1923
 DH1923                          STATION DESCRIPTION
 DH1923
 DH1923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1923'3.0 MI SW FROM TUSCALOOSA.
 DH1923'ABOUT 3.0 MILES SOUTHWEST ALONG U. S. HIGHWAY 11 FROM THE FIRST
 DH1923'PRESBYTERIAN CHURCH AT TUSCALOOSA, ABOUT 500 FEET SOUTHWEST OF A GULF
 DH1923'SERVICE STATION, 30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DH1923'22 FEET NORTHEAST OF POWER POLE NO. 8, 15 FEET EAST OF A 12 INCH WATER
 DH1923'OAK TREE, 1 FOOT FROM A NORTHEAST-SOUTHWEST FENCE LINE.  AN ALABAMA
 DH1923'GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 DH1923'ABOUT THREE INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1915 ***********************************************************************
 DH1915  DESIGNATION -  B 575 36
 DH1915  PID         -  DH1915
 DH1915  STATE/COUNTY-  AL/TUSCALOOSA
 DH1915  USGS QUAD   -  FOSTERS (1978)
 DH1915
 DH1915                         *CURRENT SURVEY CONTROL
 DH1915  ___________________________________________________________________
 DH1915* NAD 83(1986)-  33 06 03.     (N)    087 40 51.     (W)     SCALED    
 DH1915* NAVD 88     -        47.055  (meters)     154.38   (feet)  ADJUSTED  
 DH1915  ___________________________________________________________________
 DH1915  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH1915  DYNAMIC HT  -          47.003 (meters)     154.21  (feet)  COMP
 DH1915  MODELED GRAV-     979,537.3   (mgal)                       NAVD 88
 DH1915
 DH1915  VERT ORDER  -  SECOND    CLASS 0
 DH1915
 DH1915.The horizontal coordinates were scaled from a topographic map and have
 DH1915.an estimated accuracy of +/- 6 seconds.
 DH1915
 DH1915.The orthometric height was determined by differential leveling
 DH1915.and adjusted by the National Geodetic Survey in June 1991..
 DH1915
 DH1915.The geoid height was determined by GEOID03.
 DH1915
 DH1915.The dynamic height is computed by dividing the NAVD 88
 DH1915.geopotential number by the normal gravity value computed on the
 DH1915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1915.degrees latitude (g = 980.6199 gals.).
 DH1915
 DH1915.The modeled gravity was interpolated from observed gravity values.
 DH1915
 DH1915;                    North         East    Units  Estimated Accuracy
 DH1915;SPC AL W     -   343,810.      583,120.      MT  (+/- 180 meters Scaled)
 DH1915
 DH1915                          SUPERSEDED SURVEY CONTROL
 DH1915
 DH1915  NGVD 29 (??/??/92)   47.018  (m)          154.26   (f) ADJ UNCH    2 0
 DH1915
 DH1915.Superseded values are not recommended for survey control.
 DH1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1915.See file dsdata.txt to determine how the superseded data were derived.
 DH1915
 DH1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB364626(NAD 83)
 DH1915_MARKER: DD = SURVEY DISK
 DH1915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1915_STAMPING: B 575-36
 DH1915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1915+STABILITY: SURFACE MOTION
 DH1915
 DH1915  HISTORY     - Date     Condition        Report By
 DH1915  HISTORY     - UNK      MONUMENTED       ALGS
 DH1915  HISTORY     - 1946     GOOD             NGS
 DH1915
 DH1915                          STATION DESCRIPTION
 DH1915
 DH1915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1915'7.25 MI NE FROM RALPH.
 DH1915'ABOUT 7.25 MILES NORTHEAST ALONG U. S. HIGHWAY 11 AND 43 FROM THE POST
 DH1915'OFFICE AT RALPH, ABOUT 200 FEET SOUTHWEST OF THE D. T. BARTONS STORE,
 DH1915'45 FEET NORTHEAST OF A DIRT ROAD, 27 FEET NORTHWEST OF THE CENTER LINE
 DH1915'OF THE HIGHWAY.  AN ALABAMA GEODETIC SURVEY DISK SET IN THE TOP OF A
 DH1915'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1912 ***********************************************************************
 DH1912  DESIGNATION -  B 575 38
 DH1912  PID         -  DH1912
 DH1912  STATE/COUNTY-  AL/TUSCALOOSA
 DH1912  USGS QUAD   -  FOSTERS (1978)
 DH1912
 DH1912                         *CURRENT SURVEY CONTROL
 DH1912  ___________________________________________________________________
 DH1912* NAD 83(1986)-  33 05 14.     (N)    087 41 32.     (W)     SCALED    
 DH1912* NAVD 88     -        45.558  (meters)     149.47   (feet)  ADJUSTED  
 DH1912  ___________________________________________________________________
 DH1912  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH1912  DYNAMIC HT  -          45.508 (meters)     149.30  (feet)  COMP
 DH1912  MODELED GRAV-     979,535.3   (mgal)                       NAVD 88
 DH1912
 DH1912  VERT ORDER  -  SECOND    CLASS 0
 DH1912
 DH1912.The horizontal coordinates were scaled from a topographic map and have
 DH1912.an estimated accuracy of +/- 6 seconds.
 DH1912
 DH1912.The orthometric height was determined by differential leveling
 DH1912.and adjusted by the National Geodetic Survey in June 1991..
 DH1912
 DH1912.The geoid height was determined by GEOID03.
 DH1912
 DH1912.The dynamic height is computed by dividing the NAVD 88
 DH1912.geopotential number by the normal gravity value computed on the
 DH1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1912.degrees latitude (g = 980.6199 gals.).
 DH1912
 DH1912.The modeled gravity was interpolated from observed gravity values.
 DH1912
 DH1912;                    North         East    Units  Estimated Accuracy
 DH1912;SPC AL W     -   342,300.      582,060.      MT  (+/- 180 meters Scaled)
 DH1912
 DH1912                          SUPERSEDED SURVEY CONTROL
 DH1912
 DH1912  NGVD 29 (??/??/92)   45.521  (m)          149.35   (f) ADJ UNCH    2 0
 DH1912
 DH1912.Superseded values are not recommended for survey control.
 DH1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1912.See file dsdata.txt to determine how the superseded data were derived.
 DH1912
 DH1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB353611(NAD 83)
 DH1912_MARKER: DD = SURVEY DISK
 DH1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1912_STAMPING: B 575-38
 DH1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1912+STABILITY: SURFACE MOTION
 DH1912
 DH1912  HISTORY     - Date     Condition        Report By
 DH1912  HISTORY     - UNK      MONUMENTED       ALGS
 DH1912  HISTORY     - 1946     GOOD             NGS
 DH1912
 DH1912                          STATION DESCRIPTION
 DH1912
 DH1912'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1912'6.1 MI NE FROM RALPH.
 DH1912'ABOUT 6.1 MILES NORTHEAST ALONG U. S. HIGHWAY 11 AND 43 FROM THE POST
 DH1912'OFFICE AT RALPH, SET ALONG THE SHOULDER OF THE HIGHWAY AT THE SOUTH
 DH1912'END OF A ROW OF GUARD RAILS AT THE BOTTOM OF A LONG HILL.  ABOUT 200
 DH1912'FEET SOUTH OF THE SOUTH END OF A CONCRETE BRIDGE, 8 FEET WEST OF THE
 DH1912'CENTER LINE OF THE HIGHWAY, 7 FEET EAST OF A SMALL TRAIL LEADING INTO
 DH1912'THE WOODS.  AN ALABAMA GEODETIC SURVEY DISK SET IN THE TOP OF A
 DH1912'CONCRETE POST SET ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1911 ***********************************************************************
 DH1911  DESIGNATION -  B 575 40
 DH1911  PID         -  DH1911
 DH1911  STATE/COUNTY-  AL/TUSCALOOSA
 DH1911  USGS QUAD   -  FOSTERS (1978)
 DH1911
 DH1911                         *CURRENT SURVEY CONTROL
 DH1911  ___________________________________________________________________
 DH1911* NAD 83(1986)-  33 05 00.     (N)    087 41 43.     (W)     SCALED    
 DH1911* NAVD 88     -        72.594  (meters)     238.17   (feet)  ADJUSTED  
 DH1911  ___________________________________________________________________
 DH1911  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH1911  DYNAMIC HT  -          72.514 (meters)     237.91  (feet)  COMP
 DH1911  MODELED GRAV-     979,534.7   (mgal)                       NAVD 88
 DH1911
 DH1911  VERT ORDER  -  SECOND    CLASS 0
 DH1911
 DH1911.The horizontal coordinates were scaled from a topographic map and have
 DH1911.an estimated accuracy of +/- 6 seconds.
 DH1911
 DH1911.The orthometric height was determined by differential leveling
 DH1911.and adjusted by the National Geodetic Survey in June 1991..
 DH1911
 DH1911.The geoid height was determined by GEOID03.
 DH1911
 DH1911.The dynamic height is computed by dividing the NAVD 88
 DH1911.geopotential number by the normal gravity value computed on the
 DH1911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1911.degrees latitude (g = 980.6199 gals.).
 DH1911
 DH1911.The modeled gravity was interpolated from observed gravity values.
 DH1911
 DH1911;                    North         East    Units  Estimated Accuracy
 DH1911;SPC AL W     -   341,870.      581,770.      MT  (+/- 180 meters Scaled)
 DH1911
 DH1911                          SUPERSEDED SURVEY CONTROL
 DH1911
 DH1911  NGVD 29 (??/??/92)   72.558  (m)          238.05   (f) ADJ UNCH    2 0
 DH1911
 DH1911.Superseded values are not recommended for survey control.
 DH1911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1911.See file dsdata.txt to determine how the superseded data were derived.
 DH1911
 DH1911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB351607(NAD 83)
 DH1911_MARKER: DD = SURVEY DISK
 DH1911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1911_STAMPING: B 575-40
 DH1911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1911+STABILITY: SURFACE MOTION
 DH1911
 DH1911  HISTORY     - Date     Condition        Report By
 DH1911  HISTORY     - UNK      MONUMENTED       ALGS
 DH1911  HISTORY     - 1946     GOOD             NGS
 DH1911
 DH1911                          STATION DESCRIPTION
 DH1911
 DH1911'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1911'5.75 MI NE FROM RALPH.
 DH1911'ABOUT 5.75 MILES NORTHEAST ALONG U. S. HIGHWAY 11 AND 43 FROM THE POST
 DH1911'OFFICE AT RALPH, 45 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DH1911'36 FEET SOUTHEAST OF A POWER LINE POLE, 5 FEET EAST OF A FENCE LINE.
 DH1911'AN ALABAMA GEODETIC SURVEY DISK SET IN THE TOP OF A CONCRETE POST
 DH1911'PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1902 ***********************************************************************
 DH1902  DESIGNATION -  B 575 59
 DH1902  PID         -  DH1902
 DH1902  STATE/COUNTY-  AL/TUSCALOOSA
 DH1902  USGS QUAD   -  FOSTERS (1978)
 DH1902
 DH1902                         *CURRENT SURVEY CONTROL
 DH1902  ___________________________________________________________________
 DH1902* NAD 83(1986)-  33 03 11.     (N)    087 44 18.     (W)     SCALED    
 DH1902* NAVD 88     -        70.911  (meters)     232.65   (feet)  ADJUSTED  
 DH1902  ___________________________________________________________________
 DH1902  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH1902  DYNAMIC HT  -          70.832 (meters)     232.39  (feet)  COMP
 DH1902  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 DH1902
 DH1902  VERT ORDER  -  SECOND    CLASS 0
 DH1902
 DH1902.The horizontal coordinates were scaled from a topographic map and have
 DH1902.an estimated accuracy of +/- 6 seconds.
 DH1902
 DH1902.The orthometric height was determined by differential leveling
 DH1902.and adjusted by the National Geodetic Survey in June 1991..
 DH1902
 DH1902.The geoid height was determined by GEOID03.
 DH1902
 DH1902.The dynamic height is computed by dividing the NAVD 88
 DH1902.geopotential number by the normal gravity value computed on the
 DH1902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1902.degrees latitude (g = 980.6199 gals.).
 DH1902
 DH1902.The modeled gravity was interpolated from observed gravity values.
 DH1902
 DH1902;                    North         East    Units  Estimated Accuracy
 DH1902;SPC AL W     -   338,520.      577,740.      MT  (+/- 180 meters Scaled)
 DH1902
 DH1902                          SUPERSEDED SURVEY CONTROL
 DH1902
 DH1902  NGVD 29 (??/??/92)   70.876  (m)          232.53   (f) ADJ UNCH    2 0
 DH1902
 DH1902.Superseded values are not recommended for survey control.
 DH1902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1902.See file dsdata.txt to determine how the superseded data were derived.
 DH1902
 DH1902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB310574(NAD 83)
 DH1902_MARKER: DD = SURVEY DISK
 DH1902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1902_STAMPING: B 575-59
 DH1902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1902+STABILITY: SURFACE MOTION
 DH1902
 DH1902  HISTORY     - Date     Condition        Report By
 DH1902  HISTORY     - UNK      MONUMENTED       ALGS
 DH1902  HISTORY     - 1946     GOOD             NGS
 DH1902
 DH1902                          STATION DESCRIPTION
 DH1902
 DH1902'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1902'2.0 MI NE FROM RALPH.
 DH1902'ABOUT 2.0 MILES NORTHEAST ALONG U.S. HIGHWAY 11 AND 43 FROM THE POST
 DH1902'OFFICE AT RALPH, 30 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 75
 DH1902'FEET WEST OF THE WEST END OF A GUARD RAIL, 1 FOOT SOUTH OF AN
 DH1902'EAST-WEST FENCE LINE, NEAR THE TOP OF A HILL ABOUT 8 FEET ABOVE THE
 DH1902'ROAD LEVEL.  AN ALABAMA GEODETIC SURVEY DISK SET IN THE TOP OF A
 DH1902'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0191 ***********************************************************************
 DH0191  DESIGNATION -  B 58
 DH0191  PID         -  DH0191
 DH0191  STATE/COUNTY-  AL/BLOUNT
 DH0191  USGS QUAD   -  ONEONTA (1978)
 DH0191
 DH0191                         *CURRENT SURVEY CONTROL
 DH0191  ___________________________________________________________________
 DH0191* NAD 83(1986)-  33 54 56.     (N)    086 29 24.     (W)     SCALED    
 DH0191* NAVD 88     -       239.547  (meters)     785.91   (feet)  ADJUSTED  
 DH0191  ___________________________________________________________________
 DH0191  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH0191  DYNAMIC HT  -         239.284 (meters)     785.05  (feet)  COMP
 DH0191  MODELED GRAV-     979,535.2   (mgal)                       NAVD 88
 DH0191
 DH0191  VERT ORDER  -  SECOND    CLASS 0
 DH0191
 DH0191.The horizontal coordinates were scaled from a topographic map and have
 DH0191.an estimated accuracy of +/- 6 seconds.
 DH0191
 DH0191.The orthometric height was determined by differential leveling
 DH0191.and adjusted by the National Geodetic Survey in June 1991..
 DH0191
 DH0191.The geoid height was determined by GEOID03.
 DH0191
 DH0191.The dynamic height is computed by dividing the NAVD 88
 DH0191.geopotential number by the normal gravity value computed on the
 DH0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0191.degrees latitude (g = 980.6199 gals.).
 DH0191
 DH0191.The modeled gravity was interpolated from observed gravity values.
 DH0191
 DH0191;                    North         East    Units  Estimated Accuracy
 DH0191;SPC AL W     -   434,610.      693,400.      MT  (+/- 180 meters Scaled)
 DH0191
 DH0191                          SUPERSEDED SURVEY CONTROL
 DH0191
 DH0191  NGVD 29 (??/??/92)  239.493  (m)          785.74   (f) ADJ UNCH    2 0
 DH0191
 DH0191.Superseded values are not recommended for survey control.
 DH0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0191.See file dsdata.txt to determine how the superseded data were derived.
 DH0191
 DH0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC471529(NAD 83)
 DH0191_MARKER: DB = BENCH MARK DISK
 DH0191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0191_STAMPING: B 58 1934
 DH0191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0191+STABILITY: SURFACE MOTION
 DH0191
 DH0191  HISTORY     - Date     Condition        Report By
 DH0191  HISTORY     - 1934     MONUMENTED       CGS
 DH0191  HISTORY     - 1947     GOOD             NGS
 DH0191
 DH0191                          STATION DESCRIPTION
 DH0191
 DH0191'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0191'2.3 MI SW FROM ONEONTA.
 DH0191'ABOUT 2.3 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH0191'FROM THE STATION AT ONEONTA, AT A PRIVATE ROAD CROSSING, 298 FEET
 DH0191'SOUTHWEST AND ACROSS THE TRACK FROM MILE POST 419, 49 FEET NORTHWEST
 DH0191'OF THE CENTER OF THE CROSSING, 42.7 FEET WEST OF THE WEST RAIL, 13
 DH0191'FEET NORTH OF THE CENTER LINE OF THE ROAD, 63 FEET SOUTH OF A 10-INCH
 DH0191'TREE IN THE FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 DH0191'ABOUT 1.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 DH0191'PROJECTING 1 INCH.  NOTE-- MARK IS ABOUT 0.9 MILE NORTH OF THE ROAD
 DH0191'CROSSING AND STATION AT CHEPULTEPEC.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0132 ***********************************************************************
 DH0132  DESIGNATION -  B 59
 DH0132  PID         -  DH0132
 DH0132  STATE/COUNTY-  AL/ST CLAIR
 DH0132  USGS QUAD   -  COX GAP (1972)
 DH0132
 DH0132                         *CURRENT SURVEY CONTROL
 DH0132  ___________________________________________________________________
 DH0132* NAD 83(1986)-  33 47 21.     (N)    086 14 20.     (W)     SCALED    
 DH0132* NAVD 88     -       197.631  (meters)     648.39   (feet)  ADJUSTED  
 DH0132  ___________________________________________________________________
 DH0132  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0132  DYNAMIC HT  -         197.419 (meters)     647.70  (feet)  COMP
 DH0132  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DH0132
 DH0132  VERT ORDER  -  SECOND    CLASS 0
 DH0132
 DH0132.The horizontal coordinates were scaled from a topographic map and have
 DH0132.an estimated accuracy of +/- 6 seconds.
 DH0132
 DH0132.The orthometric height was determined by differential leveling
 DH0132.and adjusted by the National Geodetic Survey in June 1991..
 DH0132
 DH0132.The geoid height was determined by GEOID03.
 DH0132
 DH0132.The dynamic height is computed by dividing the NAVD 88
 DH0132.geopotential number by the normal gravity value computed on the
 DH0132.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0132.degrees latitude (g = 980.6199 gals.).
 DH0132
 DH0132.The modeled gravity was interpolated from observed gravity values.
 DH0132
 DH0132;                    North         East    Units  Estimated Accuracy
 DH0132;SPC AL E     -   364,790.      162,440.      MT  (+/- 180 meters Scaled)
 DH0132
 DH0132                          SUPERSEDED SURVEY CONTROL
 DH0132
 DH0132  NGVD 29 (??/??/92)  197.585  (m)          648.24   (f) ADJ UNCH    2 0
 DH0132
 DH0132.Superseded values are not recommended for survey control.
 DH0132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0132.See file dsdata.txt to determine how the superseded data were derived.
 DH0132
 DH0132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC704390(NAD 83)
 DH0132_MARKER: DB = BENCH MARK DISK
 DH0132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0132_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0132_STAMPING: B 59 1934
 DH0132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0132+STABILITY: SURFACE MOTION
 DH0132
 DH0132  HISTORY     - Date     Condition        Report By
 DH0132  HISTORY     - 1934     MONUMENTED       CGS
 DH0132  HISTORY     - 1947     GOOD             NGS
 DH0132
 DH0132                          STATION DESCRIPTION
 DH0132
 DH0132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0132'3.8 MI SE FROM ASHVILLE.
 DH0132'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE AT
 DH0132'ASHVILLE, THENCE ABOUT 3.45 MILES SOUTHEAST ALONG A GRAVEL ROAD (OLD
 DH0132'HIGHWAY 25), ABOUT 0.5 MILE SOUTH OF THE BRIDGE OVER BEAVER CREEK, AT
 DH0132'THE EAST CORNER OF A CULTIVATED FIELD, 24 FEET NORTHWEST OF THE CENTER
 DH0132'LINE OF THE ROAD AT A CURVE WITH TANGENTS SOUTHWEST AND NORTHWEST, 11
 DH0132'FEET SOUTH OF A 26 INCH HICKORY TREE, 16 FEET NORTHEAST OF A 24-INCH
 DH0132'OAK TREE, 16 FEET NORTH OF A 24-INCH SYCAMORE TREE, ABOUT 1 FOOT BELOW
 DH0132'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0698 ***********************************************************************
 DH0698  DESIGNATION -  B 6
 DH0698  PID         -  DH0698
 DH0698  STATE/COUNTY-  AL/SHELBY
 DH0698  USGS QUAD   -  GREENWOOD (1978)
 DH0698
 DH0698                         *CURRENT SURVEY CONTROL
 DH0698  ___________________________________________________________________
 DH0698* NAD 83(1986)-  33 16 31.     (N)    086 56 01.     (W)     SCALED    
 DH0698* NAVD 88     -       145.631  (meters)     477.79   (feet)  ADJUSTED  
 DH0698  ___________________________________________________________________
 DH0698  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0698  DYNAMIC HT  -         145.469 (meters)     477.26  (feet)  COMP
 DH0698  MODELED GRAV-     979,524.7   (mgal)                       NAVD 88
 DH0698
 DH0698  VERT ORDER  -  FIRST     CLASS II
 DH0698
 DH0698.The horizontal coordinates were scaled from a topographic map and have
 DH0698.an estimated accuracy of +/- 6 seconds.
 DH0698
 DH0698.The orthometric height was determined by differential leveling
 DH0698.and adjusted by the National Geodetic Survey in June 1991..
 DH0698
 DH0698.The geoid height was determined by GEOID03.
 DH0698
 DH0698.The dynamic height is computed by dividing the NAVD 88
 DH0698.geopotential number by the normal gravity value computed on the
 DH0698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0698.degrees latitude (g = 980.6199 gals.).
 DH0698
 DH0698.The modeled gravity was interpolated from observed gravity values.
 DH0698
 DH0698;                    North         East    Units  Estimated Accuracy
 DH0698;SPC AL W     -   363,280.      652,760.      MT  (+/- 180 meters Scaled)
 DH0698
 DH0698                          SUPERSEDED SURVEY CONTROL
 DH0698
 DH0698  NGVD 29 (??/??/92)  145.588  (m)          477.65   (f) ADJ UNCH    1 2
 DH0698
 DH0698.Superseded values are not recommended for survey control.
 DH0698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0698.See file dsdata.txt to determine how the superseded data were derived.
 DH0698
 DH0698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB061818(NAD 83)
 DH0698_MARKER: DB = BENCH MARK DISK
 DH0698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0698_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0698_STAMPING: 477.686 B 6
 DH0698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0698+STABILITY: SURFACE MOTION
 DH0698
 DH0698  HISTORY     - Date     Condition        Report By
 DH0698  HISTORY     - UNK      MONUMENTED       CGS
 DH0698  HISTORY     - 1917     GOOD             NGS
 DH0698  HISTORY     - 1943     GOOD             NGS
 DH0698
 DH0698                          STATION DESCRIPTION
 DH0698
 DH0698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 DH0698'6.6 MI N FROM GURNEE JUNCTION.
 DH0698'6.6 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT GURNEE
 DH0698'JUNCTION, SHELBY COUNTY, 16 RAILS NORTHEAST OF MILEPOST 23, 92 FEET
 DH0698'NORTHEAST OF THE STATION SIGN AT BAMFORD, 22 FEET NORTH OF THE
 DH0698'NORTHWEST END OF A 12-INCH IRON-PIPE CULVERT, AND 21.6 FEET NORTHWEST
 DH0698'OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED 477.686 B 6 AND SET
 DH0698'IN THE TOP OF A CONCRETE POST PROJECTING 1.4 FEET ABOVE GROUND.
 DH0698
 DH0698                          STATION RECOVERY (1943)
 DH0698
 DH0698'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 DH0698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1186 ***********************************************************************
 DG1186  DESIGNATION -  B 60
 DG1186  PID         -  DG1186
 DG1186  STATE/COUNTY-  AL/CLEBURNE
 DG1186  USGS QUAD   -  FRUITHURST (1980)
 DG1186
 DG1186                         *CURRENT SURVEY CONTROL
 DG1186  ___________________________________________________________________
 DG1186* NAD 83(1986)-  33 43 51.     (N)    085 23 10.     (W)     SCALED    
 DG1186* NAVD 88     -       284.672  (meters)     933.96   (feet)  ADJUSTED  
 DG1186  ___________________________________________________________________
 DG1186  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG1186  DYNAMIC HT  -         284.362 (meters)     932.94  (feet)  COMP
 DG1186  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 DG1186
 DG1186  VERT ORDER  -  SECOND    CLASS 0
 DG1186
 DG1186.The horizontal coordinates were scaled from a topographic map and have
 DG1186.an estimated accuracy of +/- 6 seconds.
 DG1186
 DG1186.The orthometric height was determined by differential leveling
 DG1186.and adjusted by the National Geodetic Survey in June 1991..
 DG1186
 DG1186.The geoid height was determined by GEOID03.
 DG1186
 DG1186.The dynamic height is computed by dividing the NAVD 88
 DG1186.geopotential number by the normal gravity value computed on the
 DG1186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1186.degrees latitude (g = 980.6199 gals.).
 DG1186
 DG1186.The modeled gravity was interpolated from observed gravity values.
 DG1186
 DG1186;                    North         East    Units  Estimated Accuracy
 DG1186;SPC AL E     -   358,340.      241,450.      MT  (+/- 180 meters Scaled)
 DG1186
 DG1186                          SUPERSEDED SURVEY CONTROL
 DG1186
 DG1186  NGVD 29 (??/??/92)  284.602  (m)          933.73   (f) ADJ UNCH    2 0
 DG1186
 DG1186.Superseded values are not recommended for survey control.
 DG1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1186.See file dsdata.txt to determine how the superseded data were derived.
 DG1186
 DG1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC495334(NAD 83)
 DG1186_MARKER: DB = BENCH MARK DISK
 DG1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1186_STAMPING: B 60 1934
 DG1186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1186+STABILITY: SURFACE MOTION
 DG1186
 DG1186  HISTORY     - Date     Condition        Report By
 DG1186  HISTORY     - 1934     MONUMENTED       CGS
 DG1186
 DG1186                          STATION DESCRIPTION
 DG1186
 DG1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG1186'AT MUSCADINE.
 DG1186'B-60 IS LOCATED 57.6 FT. NORTHWEST OF THE NORTHEAST CORNER OF THE
 DG1186'SOUTHERN RAILWAY STATION, 75 YARDS WEST OF MILE POST 702, 23.7 FT.
 DG1186'NORTH OF NORTH RAIL OF MAINLINE TRACK, 13.5 FT. EAST OF A TELEGRAPH
 DG1186'POLE AND IN LINE WITH POLES.  STANDARD TABLET SET IN TOP OF
 DG1186'CONCRETE POST 3 IN HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0983 ***********************************************************************
 EF0983  DESIGNATION -  B 62
 EF0983  PID         -  EF0983
 EF0983  STATE/COUNTY-  AL/MARION
 EF0983  USGS QUAD   -  HAMILTON (1983)
 EF0983
 EF0983                         *CURRENT SURVEY CONTROL
 EF0983  ___________________________________________________________________
 EF0983* NAD 83(1986)-  34 11 38.     (N)    087 55 35.     (W)     SCALED    
 EF0983* NAVD 88     -       222.048  (meters)     728.50   (feet)  ADJUSTED  
 EF0983  ___________________________________________________________________
 EF0983  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 EF0983  DYNAMIC HT  -         221.823 (meters)     727.76  (feet)  COMP
 EF0983  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 EF0983
 EF0983  VERT ORDER  -  SECOND    CLASS 0
 EF0983
 EF0983.The horizontal coordinates were scaled from a topographic map and have
 EF0983.an estimated accuracy of +/- 6 seconds.
 EF0983
 EF0983.The orthometric height was determined by differential leveling
 EF0983.and adjusted by the National Geodetic Survey in June 1991..
 EF0983
 EF0983.The geoid height was determined by GEOID03.
 EF0983
 EF0983.The dynamic height is computed by dividing the NAVD 88
 EF0983.geopotential number by the normal gravity value computed on the
 EF0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0983.degrees latitude (g = 980.6199 gals.).
 EF0983
 EF0983.The modeled gravity was interpolated from observed gravity values.
 EF0983
 EF0983;                    North         East    Units  Estimated Accuracy
 EF0983;SPC AL W     -   465,110.      560,700.      MT  (+/- 180 meters Scaled)
 EF0983
 EF0983                          SUPERSEDED SURVEY CONTROL
 EF0983
 EF0983  NGVD 29 (??/??/92)  221.985  (m)          728.30   (f) ADJ UNCH    2 0
 EF0983
 EF0983.Superseded values are not recommended for survey control.
 EF0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0983.See file dsdata.txt to determine how the superseded data were derived.
 EF0983
 EF0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC146840(NAD 83)
 EF0983_MARKER: DB = BENCH MARK DISK
 EF0983_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0983_SP_SET: CULVERT
 EF0983_STAMPING: B 62 1934
 EF0983_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0983+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 EF0983
 EF0983  HISTORY     - Date     Condition        Report By
 EF0983  HISTORY     - 1934     MONUMENTED       CGS
 EF0983  HISTORY     - 20050210 GOOD             ALHD
 EF0983
 EF0983                          STATION DESCRIPTION
 EF0983
 EF0983'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0983'5.2 MI N FROM HAMILTON.
 EF0983'5.2 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 EF0983'HAMILTON, MARION COUNTY, AT A 2-FOOT CAST-IRON CULVERT (THE NORTH ONE
 EF0983'OF TWO CULVERTS IN A 75 YARD FILL), AND IN THE TOP OF THE SOUTH END OF
 EF0983'THE WEST CONCRETE RETAINING WALL.  A STANDARD DISK, STAMPED B 62 1934.
 EF0983
 EF0983                          STATION RECOVERY (2005)
 EF0983
 EF0983'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1654 ***********************************************************************
 DG1654  DESIGNATION -  B 63
 DG1654  PID         -  DG1654
 DG1654  STATE/COUNTY-  AL/RANDOLPH
 DG1654  USGS QUAD   -  MICAVILLE (1976)
 DG1654
 DG1654                         *CURRENT SURVEY CONTROL
 DG1654  ___________________________________________________________________
 DG1654* NAD 83(1986)-  33 28 39.     (N)    085 35 09.     (W)     SCALED    
 DG1654* NAVD 88     -       285.712  (meters)     937.37   (feet)  ADJUSTED  
 DG1654  ___________________________________________________________________
 DG1654  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG1654  DYNAMIC HT  -         285.395 (meters)     936.33  (feet)  COMP
 DG1654  MODELED GRAV-     979,517.6   (mgal)                       NAVD 88
 DG1654
 DG1654  VERT ORDER  -  SECOND    CLASS 0
 DG1654
 DG1654.The horizontal coordinates were scaled from a topographic map and have
 DG1654.an estimated accuracy of +/- 6 seconds.
 DG1654
 DG1654.The orthometric height was determined by differential leveling
 DG1654.and adjusted by the National Geodetic Survey in June 1991..
 DG1654
 DG1654.The geoid height was determined by GEOID03.
 DG1654
 DG1654.The dynamic height is computed by dividing the NAVD 88
 DG1654.geopotential number by the normal gravity value computed on the
 DG1654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1654.degrees latitude (g = 980.6199 gals.).
 DG1654
 DG1654.The modeled gravity was interpolated from observed gravity values.
 DG1654
 DG1654;                    North         East    Units  Estimated Accuracy
 DG1654;SPC AL E     -   330,180.      223,000.      MT  (+/- 180 meters Scaled)
 DG1654
 DG1654                          SUPERSEDED SURVEY CONTROL
 DG1654
 DG1654  NGVD 29 (??/??/92)  285.652  (m)          937.18   (f) ADJ UNCH    2 0
 DG1654
 DG1654.Superseded values are not recommended for survey control.
 DG1654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1654.See file dsdata.txt to determine how the superseded data were derived.
 DG1654
 DG1654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC313051(NAD 83)
 DG1654_MARKER: DB = BENCH MARK DISK
 DG1654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1654_STAMPING: B 63 1934
 DG1654_MARK LOGO: CGS   
 DG1654_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG1654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1654+STABILITY: SURFACE MOTION
 DG1654
 DG1654  HISTORY     - Date     Condition        Report By
 DG1654  HISTORY     - 1934     MONUMENTED       CGS
 DG1654  HISTORY     - 1941     GOOD             NGS
 DG1654  HISTORY     - 19931212 GOOD             ALHD
 DG1654
 DG1654                          STATION DESCRIPTION
 DG1654
 DG1654'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DG1654'10.3 MI SW FROM HEFLIN.
 DG1654'10.3 MILES SOUTH-WEST ALONG STATE HIGHWAY 9 FROM THE COUNTY
 DG1654'COURT HOUSE AT HEFLIN, THENCE 4.9 MILES SOUTH-EAST ALONG STATE HIGHWAY
 DG1654'37, AT THE SOUTH-EAST SLOPE OF A HILL, ABOUT 64 YARDS NORTH-WEST
 DG1654'OF THE CENTER-LINE OF THE SOUTH-WEST END OF A 30-INCH CONCRETE
 DG1654'CULVERT, OPPOSITE THE CENTER OF A CUT, ON THE OUTSIDE OF A CURVE
 DG1654'FROM THE SOUTH-EAST TO THE NORTH-EAST, 102.7 FEET NORTH-WEST OF A
 DG1654'HIGHWAY MARKER PC 1764+98, 1 FOOT NORTH-EAST OF A WHITE MARKER
 DG1654'POST STENCILED U.S.B.M.  A STANDARD DISK SET IN THE TOP OF A
 DG1654'CONCRETE POST.
 DG1654
 DG1654                          STATION RECOVERY (1993)
 DG1654
 DG1654'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (DP)
 DG1654'STATION TO BE DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9992 ***********************************************************************
 AA9992  DESIGNATION -  B 63 RESET
 AA9992  PID         -  AA9992
 AA9992  STATE/COUNTY-  AL/RANDOLPH
 AA9992  USGS QUAD   -  MICAVILLE (1976)
 AA9992
 AA9992                         *CURRENT SURVEY CONTROL
 AA9992  ___________________________________________________________________
 AA9992* NAD 83(1986)-  33 28 39.     (N)    085 35 09.     (W)     SCALED    
 AA9992* NAVD 88     -       284.99   (meters)     935.0    (feet)  RESET     
 AA9992  ___________________________________________________________________
 AA9992  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 AA9992
 AA9992  VERT ORDER  -  THIRD
 AA9992
 AA9992.The horizontal coordinates were scaled from a topographic map and have
 AA9992.an estimated accuracy of +/- 6 seconds.
 AA9992
 AA9992.The orthometric height was computed from unverified reset data.
 AA9992
 AA9992.The geoid height was determined by GEOID03.
 AA9992
 AA9992;                    North         East    Units  Estimated Accuracy
 AA9992;SPC AL E     -   330,180.      223,000.      MT  (+/- 180 meters Scaled)
 AA9992
 AA9992                          SUPERSEDED SURVEY CONTROL
 AA9992
 AA9992.No superseded survey control is available for this station.
 AA9992
 AA9992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC313051(NAD 83)
 AA9992_MARKER: DV = VERTICAL CONTROL DISK
 AA9992_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA9992_SP_SET: CULVERT PARAPET WALL
 AA9992_STAMPING: B 63 1934 RESET 1993
 AA9992_MARK LOGO: NGS   
 AA9992_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9992+STABILITY: SURFACE MOTION
 AA9992
 AA9992  HISTORY     - Date     Condition        Report By
 AA9992  HISTORY     - 1993     MONUMENTED       ALHD
 AA9992
 AA9992                          STATION DESCRIPTION
 AA9992
 AA9992'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (DP)
 AA9992'THE STATION IS LOCATED ABOUT 10.3 MI (16.6 KM) SOUTHWEST OF HEFLIN AND
 AA9992'4.9 MI (7.9 KM) SOUTHEAST OF HOLLIS CROSSROADS.  TO REACH THE STATION
 AA9992'FROM THE CLEBURNE COUNTY COURTHOUSE IN HEFLIN GO SOUTHWEST ON STATE
 AA9992'HIGHWAY 9 FOR 10.3 MI (16.6 KM) TO HOLLIS CROSSROADS.  TURN LEFT AND
 AA9992'GO SOUTHEAST ON STATE HIGHWAY 1 AND U.S.  431 CROSSING INTO RANDOLPH
 AA9992'COUNTY FOR 4.9 MI (7.9 KM) TO A CONCRETE CULVERT UNDER THE HIGHWAY AND
 AA9992'THE STATION IN THE EAST PARAPET WALL AT STATION 726 + 30.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0544 ***********************************************************************
 BU0544  DESIGNATION -  B 65
 BU0544  PID         -  BU0544
 BU0544  STATE/COUNTY-  AL/BUTLER
 BU0544  USGS QUAD   -  MC KENZIE (1986)
 BU0544
 BU0544                         *CURRENT SURVEY CONTROL
 BU0544  ___________________________________________________________________
 BU0544* NAD 83(1986)-  31 34 43.     (N)    086 41 27.     (W)     SCALED    
 BU0544* NAVD 88     -        84.222  (meters)     276.32   (feet)  ADJUSTED  
 BU0544  ___________________________________________________________________
 BU0544  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 BU0544  DYNAMIC HT  -          84.120 (meters)     275.98  (feet)  COMP
 BU0544  MODELED GRAV-     979,435.1   (mgal)                       NAVD 88
 BU0544
 BU0544  VERT ORDER  -  SECOND    CLASS 0
 BU0544
 BU0544.The horizontal coordinates were scaled from a topographic map and have
 BU0544.an estimated accuracy of +/- 6 seconds.
 BU0544
 BU0544.The orthometric height was determined by differential leveling
 BU0544.and adjusted by the National Geodetic Survey in June 1991..
 BU0544
 BU0544.The geoid height was determined by GEOID03.
 BU0544
 BU0544.The dynamic height is computed by dividing the NAVD 88
 BU0544.geopotential number by the normal gravity value computed on the
 BU0544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0544.degrees latitude (g = 980.6199 gals.).
 BU0544
 BU0544.The modeled gravity was interpolated from observed gravity values.
 BU0544
 BU0544;                    North         East    Units  Estimated Accuracy
 BU0544;SPC AL W     -   175,290.      676,800.      MT  (+/- 180 meters Scaled)
 BU0544
 BU0544                          SUPERSEDED SURVEY CONTROL
 BU0544
 BU0544  NGVD 29 (??/??/92)   84.222  (m)          276.32   (f) ADJ UNCH    2 0
 BU0544
 BU0544.Superseded values are not recommended for survey control.
 BU0544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0544.See file dsdata.txt to determine how the superseded data were derived.
 BU0544
 BU0544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV293937(NAD 83)
 BU0544_MARKER: DB = BENCH MARK DISK
 BU0544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0544_STAMPING: B 65 1934
 BU0544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0544+STABILITY: SURFACE MOTION
 BU0544
 BU0544  HISTORY     - Date     Condition        Report By
 BU0544  HISTORY     - 1934     MONUMENTED       CGS
 BU0544  HISTORY     - 1969     GOOD             USE
 BU0544
 BU0544                          STATION DESCRIPTION
 BU0544
 BU0544'DESCRIBED BY US ENGINEERS 1969
 BU0544'0.3 MI NE FROM MCKENZIE.
 BU0544'3.6 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU0544'STATION AT MCKENZIE, 0.3 MILE NORTHEAST OF MILEPOST 553, 50 FEET NORTH
 BU0544'OF THE NORTHWEST CORNER OF THE STATION AT RHODES, 44 FEET NORTHEAST OF
 BU0544'THE CENTER OF A ROAD CROSSING, 27 FEET EAST OF THE EAST RAIL OF THE
 BU0544'MAIN TRACK.  SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 3
 BU0544'INCHES ABOVE GROUND.  1 FOOT WEST OF POST REFERENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0478 ***********************************************************************
 BU0478  DESIGNATION -  B 66
 BU0478  PID         -  BU0478
 BU0478  STATE/COUNTY-  AL/CONECUH
 BU0478  USGS QUAD   -  EVERGREEN (1982)
 BU0478
 BU0478                         *CURRENT SURVEY CONTROL
 BU0478  ___________________________________________________________________
 BU0478* NAD 83(1986)-  31 24 54.     (N)    086 59 39.     (W)     SCALED    
 BU0478* NAVD 88     -        75.083  (meters)     246.33   (feet)  ADJUSTED  
 BU0478  ___________________________________________________________________
 BU0478  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BU0478  DYNAMIC HT  -          74.990 (meters)     246.03  (feet)  COMP
 BU0478  MODELED GRAV-     979,403.6   (mgal)                       NAVD 88
 BU0478
 BU0478  VERT ORDER  -  SECOND    CLASS 0
 BU0478
 BU0478.The horizontal coordinates were scaled from a topographic map and have
 BU0478.an estimated accuracy of +/- 6 seconds.
 BU0478
 BU0478.The orthometric height was determined by differential leveling
 BU0478.and adjusted by the National Geodetic Survey in June 1991..
 BU0478
 BU0478.The geoid height was determined by GEOID03.
 BU0478
 BU0478.The dynamic height is computed by dividing the NAVD 88
 BU0478.geopotential number by the normal gravity value computed on the
 BU0478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0478.degrees latitude (g = 980.6199 gals.).
 BU0478
 BU0478.The modeled gravity was interpolated from observed gravity values.
 BU0478
 BU0478;                    North         East    Units  Estimated Accuracy
 BU0478;SPC AL W     -   156,970.      648,100.      MT  (+/- 180 meters Scaled)
 BU0478
 BU0478                          SUPERSEDED SURVEY CONTROL
 BU0478
 BU0478  NGVD 29 (??/??/92)   75.083  (m)          246.33   (f) ADJ UNCH    2 0
 BU0478
 BU0478.Superseded values are not recommended for survey control.
 BU0478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0478.See file dsdata.txt to determine how the superseded data were derived.
 BU0478
 BU0478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV005755(NAD 83)
 BU0478_MARKER: DB = BENCH MARK DISK
 BU0478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0478_STAMPING: B 66 1934
 BU0478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0478+STABILITY: SURFACE MOTION
 BU0478
 BU0478  HISTORY     - Date     Condition        Report By
 BU0478  HISTORY     - 1934     MONUMENTED       CGS
 BU0478  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0478
 BU0478                          STATION DESCRIPTION
 BU0478
 BU0478'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0478'2.6 MI SW FROM EVERGREEN.
 BU0478'2.6 MILES SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE LOUISVILLE AND
 BU0478'NASHVILLE RAILROAD STATION AT EVERGREEN, CONECUH COUNTY, 165 FEET EAST
 BU0478'OF THE SOUTHEAST CORNER OF THE MAIN PART OF THE OFFICE BUILDING OF
 BU0478'FAIRVIEW CABINS, 94 FEET SOUTHWEST ACROSS THE HIGHWAY FROM
 BU0478'POWER-TRANSMISSION LINE POLE 52 WITH A TRANSFORMER, 93 FEET NORTHWEST
 BU0478'ACROSS THE HIGHWAY FROM THE SOUTHWEST ONE OF TWO 4-FOOT OAK TREES, AT
 BU0478'THE JUNCTION OF U.S. HIGHWAY 84, AT THE EAST CORNER OF THE
 BU0478'INTERSECTION TRIANGLE, 43.5 FEET SOUTH OF THE CENTER LINE OF U.S.
 BU0478'HIGHWAY 84, 33.5 FEET NORTH-NORTHWEST OF THE CENTER LINE OF U.S.
 BU0478'HIGHWAY 31, 59 FEET WEST-SOUTHWEST OF THE SOUTH END OF AN 18-INCH
 BU0478'CULVERT UNDER U.S. HIGHWAY 84, LEVEL WITH THE HIGHWAY, AND ABOUT 2
 BU0478'INCHES UNDER GROUND.  A STANDARD DISK, STAMPED B 66 1934 AND SET IN
 BU0478'THE TOP OF A CONCRETE POST.
 BU0478
 BU0478                          STATION RECOVERY (1976)
 BU0478
 BU0478'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1221 ***********************************************************************
 BT1221  DESIGNATION -  B 70
 BT1221  PID         -  BT1221
 BT1221  STATE/COUNTY-  AL/DALE
 BT1221  USGS QUAD   -  ECHO (1979)
 BT1221
 BT1221                         *CURRENT SURVEY CONTROL
 BT1221  ___________________________________________________________________
 BT1221* NAD 83(1986)-  31 27 08.     (N)    085 29 54.     (W)     SCALED    
 BT1221* NAVD 88     -       122.639  (meters)     402.36   (feet)  ADJUSTED  
 BT1221  ___________________________________________________________________
 BT1221  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BT1221  DYNAMIC HT  -         122.490 (meters)     401.87  (feet)  COMP
 BT1221  MODELED GRAV-     979,425.9   (mgal)                       NAVD 88
 BT1221
 BT1221  VERT ORDER  -  SECOND    CLASS 0
 BT1221
 BT1221.The horizontal coordinates were scaled from a topographic map and have
 BT1221.an estimated accuracy of +/- 6 seconds.
 BT1221
 BT1221.The orthometric height was determined by differential leveling
 BT1221.and adjusted by the National Geodetic Survey in June 1991..
 BT1221
 BT1221.The geoid height was determined by GEOID03.
 BT1221
 BT1221.The dynamic height is computed by dividing the NAVD 88
 BT1221.geopotential number by the normal gravity value computed on the
 BT1221.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1221.degrees latitude (g = 980.6199 gals.).
 BT1221
 BT1221.The modeled gravity was interpolated from observed gravity values.
 BT1221
 BT1221;                    North         East    Units  Estimated Accuracy
 BT1221;SPC AL E     -   105,620.      231,840.      MT  (+/- 180 meters Scaled)
 BT1221
 BT1221                          SUPERSEDED SURVEY CONTROL
 BT1221
 BT1221  NGVD 29 (??/??/92)  122.686  (m)          402.51   (f) ADJ UNCH    2 0
 BT1221
 BT1221.Superseded values are not recommended for survey control.
 BT1221.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1221.See file dsdata.txt to determine how the superseded data were derived.
 BT1221
 BT1221_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV426806(NAD 83)
 BT1221_MARKER: DB = BENCH MARK DISK
 BT1221_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1221_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1221_STAMPING: B 70 1934
 BT1221_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1221+STABILITY: SURFACE MOTION
 BT1221
 BT1221  HISTORY     - Date     Condition        Report By
 BT1221  HISTORY     - 1934     MONUMENTED       CGS
 BT1221  HISTORY     - 1960     MARK NOT FOUND   DMA
 BT1221
 BT1221                          STATION DESCRIPTION
 BT1221
 BT1221'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1221'11.2 MI E FROM OZARK.
 BT1221'11.2 MILES EAST ALONG STATE HIGHWAY 27 FROM THE COUNTY COURTHOUSE
 BT1221'AT OZARK, DALE COUNTY, ABOUT 150 YARDS SOUTHWEST OF A HOUSE ON
 BT1221'THE NORTH SIDE OF THE HIGHWAY, 30 FEET NORTHWEST OF THE CENTER
 BT1221'LINE OF THE HIGHWAY, 10 FEET WEST OF A FENCE CORNER, AND 9 INCHES
 BT1221'SOUTH OF A FENCE, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT1221'ABOUT 4 INCHES ABOVE GROUND.
 BT1221
 BT1221                          STATION RECOVERY (1960)
 BT1221
 BT1221'RECOVERY NOTE BY DEFENSE MAP AGENCY 1960
 BT1221'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1194 ***********************************************************************
 BT1194  DESIGNATION -  B 72
 BT1194  PID         -  BT1194
 BT1194  STATE/COUNTY-  AL/GENEVA
 BT1194  USGS QUAD   -  GENEVA WEST (1981)
 BT1194
 BT1194                         *CURRENT SURVEY CONTROL
 BT1194  ___________________________________________________________________
 BT1194* NAD 83(1986)-  31 05 14.     (N)    085 52 54.     (W)     SCALED    
 BT1194* NAVD 88     -        68.514  (meters)     224.78   (feet)  ADJUSTED  
 BT1194  ___________________________________________________________________
 BT1194  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 BT1194  DYNAMIC HT  -          68.428 (meters)     224.50  (feet)  COMP
 BT1194  MODELED GRAV-     979,388.1   (mgal)                       NAVD 88
 BT1194
 BT1194  VERT ORDER  -  SECOND    CLASS 0
 BT1194
 BT1194.The horizontal coordinates were scaled from a topographic map and have
 BT1194.an estimated accuracy of +/- 6 seconds.
 BT1194
 BT1194.The orthometric height was determined by differential leveling
 BT1194.and adjusted by the National Geodetic Survey in June 1991..
 BT1194
 BT1194.The geoid height was determined by GEOID03.
 BT1194
 BT1194.The dynamic height is computed by dividing the NAVD 88
 BT1194.geopotential number by the normal gravity value computed on the
 BT1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1194.degrees latitude (g = 980.6199 gals.).
 BT1194
 BT1194.The modeled gravity was interpolated from observed gravity values.
 BT1194
 BT1194;                    North         East    Units  Estimated Accuracy
 BT1194;SPC AL E     -    65,100.      195,390.      MT  (+/- 180 meters Scaled)
 BT1194
 BT1194                          SUPERSEDED SURVEY CONTROL
 BT1194
 BT1194  NGVD 29 (??/??/92)   68.581  (m)          225.00   (f) ADJ UNCH    2 0
 BT1194
 BT1194.Superseded values are not recommended for survey control.
 BT1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1194.See file dsdata.txt to determine how the superseded data were derived.
 BT1194
 BT1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV066398(NAD 83)
 BT1194_MARKER: DB = BENCH MARK DISK
 BT1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1194_STAMPING: B 72 1935
 BT1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1194+STABILITY: SURFACE MOTION
 BT1194
 BT1194  HISTORY     - Date     Condition        Report By
 BT1194  HISTORY     - 1935     MONUMENTED       CGS
 BT1194  HISTORY     - 1955     GOOD             NGS
 BT1194
 BT1194                          STATION DESCRIPTION
 BT1194
 BT1194'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BT1194'4.7 MI N FROM GENEVA.
 BT1194'ABOUT 4.7 MILES NORTH ALONG STATE HIGHWAY 27 FROM THE COURT HOUSE
 BT1194'AT GENEVA, AT A ROAD CROSSING, AT THE NORTHWEST CORNER OF THE
 BT1194'GROUNDS OF THE STARLITE DRIVE-IN THEATRE, 99 1/2 FEET EAST OF THE
 BT1194'CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF THE CENTER LINE OF THE
 BT1194'ROAD LEADING EAST, 143 FEET SOUTH-SOUTHEAST AND ACROSS THE ROAD
 BT1194'LEADING EAST FROM A 60-INCH OAK TREE (THE SOUTH ONE OF TWO), 47 1/2
 BT1194'FEET SOUTH AND ACROSS THE ROAD LEADING EAST FROM A TELEPHONE POLE,
 BT1194'3 FEET SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 1 FOOT BELOW
 BT1194'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BT1194'PROJECTING 3 INCHES.  NOTE-- THE 5 IN 1935 IS SUPERIMPOSED OVER A 4
 BT1194'WHICH WAS STAMPED IN THE DISK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2282 ***********************************************************************
 CN2282  DESIGNATION -  B 8
 CN2282  PID         -  CN2282
 CN2282  STATE/COUNTY-  AL/WILCOX
 CN2282  USGS QUAD   -  KIMBROUGH (1978)
 CN2282
 CN2282                         *CURRENT SURVEY CONTROL
 CN2282  ___________________________________________________________________
 CN2282* NAD 83(1986)-  32 05 22.     (N)    087 33 51.     (W)     SCALED    
 CN2282* NAVD 88     -        31.162  (meters)     102.24   (feet)  ADJUSTED  
 CN2282  ___________________________________________________________________
 CN2282  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CN2282  DYNAMIC HT  -          31.125 (meters)     102.12  (feet)  COMP
 CN2282  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 CN2282
 CN2282  VERT ORDER  -  FIRST     CLASS II
 CN2282
 CN2282.The horizontal coordinates were scaled from a topographic map and have
 CN2282.an estimated accuracy of +/- 6 seconds.
 CN2282
 CN2282.The orthometric height was determined by differential leveling
 CN2282.and adjusted by the National Geodetic Survey in June 1991..
 CN2282
 CN2282.The geoid height was determined by GEOID03.
 CN2282
 CN2282.The dynamic height is computed by dividing the NAVD 88
 CN2282.geopotential number by the normal gravity value computed on the
 CN2282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2282.degrees latitude (g = 980.6199 gals.).
 CN2282
 CN2282.The modeled gravity was interpolated from observed gravity values.
 CN2282
 CN2282;                    North         East    Units  Estimated Accuracy
 CN2282;SPC AL W     -   231,640.      593,940.      MT  (+/- 180 meters Scaled)
 CN2282
 CN2282                          SUPERSEDED SURVEY CONTROL
 CN2282
 CN2282  NGVD 29 (??/??/92)   31.122  (m)          102.11   (f) ADJ UNCH    1 2
 CN2282
 CN2282.Superseded values are not recommended for survey control.
 CN2282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2282.See file dsdata.txt to determine how the superseded data were derived.
 CN2282
 CN2282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA467504(NAD 83)
 CN2282_MARKER: DB = BENCH MARK DISK
 CN2282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2282_STAMPING: ELEV 102.224 FT B 8
 CN2282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2282+STABILITY: SURFACE MOTION
 CN2282
 CN2282  HISTORY     - Date     Condition        Report By
 CN2282  HISTORY     - UNK      MONUMENTED       CGS
 CN2282  HISTORY     - 1952     GOOD             NGS
 CN2282  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2282
 CN2282                          STATION DESCRIPTION
 CN2282
 CN2282'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CN2282'2.2 MI S FROM LAMISON.
 CN2282'2.2 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN2282'LAMISON, WILCOX COUNTY, 2.3 MILES NORTH OF THE STATION AT ARLINGTON,
 CN2282'237 YARDS SOUTH OF THE MIDDLE OF A SMALL TRESTLE, MIDWAY BETWEEN
 CN2282'MILEPOSTS 31 AND 32, 45 FEET EAST OF THE EAST RAIL, 59 YARDS SOUTH OF
 CN2282'A FENCE CORNER, 2.8 FEET WEST OF THE FENCE LINE, EAST ACROSS THE TRACK
 CN2282'FROM POLE 6810, AND ABOUT 3-1/2 FEET LOWER THAN THE TRACK.  A STANDARD
 CN2282'DISK, STAMPED ELEV 102.224 FT. B8 AND SET IN THE TOP OF A CONCRETE
 CN2282'POST PROJECTING 5 INCHES ABOVE GROUND.
 CN2282
 CN2282                          STATION RECOVERY (1974)
 CN2282
 CN2282'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0411 ***********************************************************************
 DJ0411  DESIGNATION -  B 86
 DJ0411  PID         -  DJ0411
 DJ0411  STATE/COUNTY-  AL/PICKENS
 DJ0411  USGS QUAD   -  PICKENSVILLE (1982)
 DJ0411
 DJ0411                         *CURRENT SURVEY CONTROL
 DJ0411  ___________________________________________________________________
 DJ0411* NAD 83(1986)-  33 13 31.     (N)    088 16 25.     (W)     SCALED    
 DJ0411* NAVD 88     -        49.612  (meters)     162.77   (feet)  ADJUSTED  
 DJ0411  ___________________________________________________________________
 DJ0411  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DJ0411  DYNAMIC HT  -          49.558 (meters)     162.59  (feet)  COMP
 DJ0411  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 DJ0411
 DJ0411  VERT ORDER  -  SECOND    CLASS 0
 DJ0411
 DJ0411.The horizontal coordinates were scaled from a topographic map and have
 DJ0411.an estimated accuracy of +/- 6 seconds.
 DJ0411
 DJ0411.The orthometric height was determined by differential leveling
 DJ0411.and adjusted by the National Geodetic Survey in June 1991..
 DJ0411
 DJ0411.The geoid height was determined by GEOID03.
 DJ0411
 DJ0411.The dynamic height is computed by dividing the NAVD 88
 DJ0411.geopotential number by the normal gravity value computed on the
 DJ0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0411.degrees latitude (g = 980.6199 gals.).
 DJ0411
 DJ0411.The modeled gravity was interpolated from observed gravity values.
 DJ0411
 DJ0411;                    North         East    Units  Estimated Accuracy
 DJ0411;SPC AL W     -   357,860.      527,890.      MT  (+/- 180 meters Scaled)
 DJ0411
 DJ0411                          SUPERSEDED SURVEY CONTROL
 DJ0411
 DJ0411  NGVD 29 (??/??/92)   49.579  (m)          162.66   (f) ADJ UNCH    2 0
 DJ0411
 DJ0411.Superseded values are not recommended for survey control.
 DJ0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0411.See file dsdata.txt to determine how the superseded data were derived.
 DJ0411
 DJ0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB813769(NAD 83)
 DJ0411_MARKER: DD = SURVEY DISK
 DJ0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0411_STAMPING: B 86
 DJ0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0411+STABILITY: SURFACE MOTION
 DJ0411
 DJ0411  HISTORY     - Date     Condition        Report By
 DJ0411  HISTORY     - UNK      MONUMENTED       DOD
 DJ0411  HISTORY     - 1946     GOOD             NGS
 DJ0411
 DJ0411                          STATION DESCRIPTION
 DJ0411
 DJ0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ0411'IN PICKENSVILLE.
 DJ0411'AT PICKENSVILLE, ABOUT 0.55 MILE WEST OF THE POST OFFICE, ABOUT 440
 DJ0411'FEET NORTH OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD STATION, 64
 DJ0411'FEET SOUTH OF THE SOUTH END OF AN OVERPASS (BRIDGE 669.1) OVER A
 DJ0411'GRAVEL ROAD TO TOMBIGBEE RIVER FERRY, 25 FEET WEST OF POLE 669-5, 10.5
 DJ0411'FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 2 FEET NORTH OF A
 DJ0411'WHITE WOODEN WITNESS POST.  A U.S.E. DISK STAMPED B 86 AND SET IN THE
 DJ0411'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1773 ***********************************************************************
 DH1773  DESIGNATION -  B 94
 DH1773  PID         -  DH1773
 DH1773  STATE/COUNTY-  AL/MARION
 DH1773  USGS QUAD   -  GUIN (1967)
 DH1773
 DH1773                         *CURRENT SURVEY CONTROL
 DH1773  ___________________________________________________________________
 DH1773* NAD 83(1986)-  33 57 44.     (N)    087 55 47.     (W)     SCALED    
 DH1773* NAVD 88     -       128.117  (meters)     420.33   (feet)  ADJUSTED  
 DH1773  ___________________________________________________________________
 DH1773  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DH1773  DYNAMIC HT  -         127.985 (meters)     419.90  (feet)  COMP
 DH1773  MODELED GRAV-     979,608.3   (mgal)                       NAVD 88
 DH1773
 DH1773  VERT ORDER  -  SECOND    CLASS 0
 DH1773
 DH1773.The horizontal coordinates were scaled from a topographic map and have
 DH1773.an estimated accuracy of +/- 6 seconds.
 DH1773
 DH1773.The orthometric height was determined by differential leveling
 DH1773.and adjusted by the National Geodetic Survey in June 1991..
 DH1773
 DH1773.The geoid height was determined by GEOID03.
 DH1773
 DH1773.The dynamic height is computed by dividing the NAVD 88
 DH1773.geopotential number by the normal gravity value computed on the
 DH1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1773.degrees latitude (g = 980.6199 gals.).
 DH1773
 DH1773.The modeled gravity was interpolated from observed gravity values.
 DH1773
 DH1773;                    North         East    Units  Estimated Accuracy
 DH1773;SPC AL W     -   439,410.      560,290.      MT  (+/- 180 meters Scaled)
 DH1773
 DH1773                          SUPERSEDED SURVEY CONTROL
 DH1773
 DH1773  NGVD 29 (??/??/92)  128.065  (m)          420.16   (f) ADJ UNCH    2 0
 DH1773
 DH1773.Superseded values are not recommended for survey control.
 DH1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1773.See file dsdata.txt to determine how the superseded data were derived.
 DH1773
 DH1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC141583(NAD 83)
 DH1773_MARKER: DB = BENCH MARK DISK
 DH1773_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1773_SP_SET: OVERPASS
 DH1773_STAMPING: B 94 1935
 DH1773_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1773_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH1773+SATELLITE: SATELLITE OBSERVATIONS - February 23, 2005
 DH1773
 DH1773  HISTORY     - Date     Condition        Report By
 DH1773  HISTORY     - 1935     MONUMENTED       CGS
 DH1773  HISTORY     - 1944     GOOD             SLSFRR
 DH1773  HISTORY     - 20050223 GOOD             ALHD
 DH1773
 DH1773                          STATION DESCRIPTION
 DH1773
 DH1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1773'IN GUIN.
 DH1773'0.9 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DH1773'STATION AT GUIN, MARION COUNTY, 2-1/2 POLES EAST OF POLE 647/20, 2
 DH1773'FEET WEST OF THE WEST OF THE WEST END OF A WOODEN TRESTLE, AT THE WEST
 DH1773'SIDE OF A LARGE CONCRETE OVERPASS, IN THE TOP OF THE FIRST CONCRETE
 DH1773'PIER, 12 FEET NORTH OF THE CENTERLINE OF THE TRACK, AND ABOUT 3 FEET
 DH1773'HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED B 94 1935.
 DH1773
 DH1773                          STATION RECOVERY (1944)
 DH1773
 DH1773'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DH1773'RECOVERED IN GOOD CONDITION.
 DH1773
 DH1773                          STATION RECOVERY (2005)
 DH1773
 DH1773'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH1773'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1757 ***********************************************************************
 DH1757  DESIGNATION -  B 95
 DH1757  PID         -  DH1757
 DH1757  STATE/COUNTY-  AL/WALKER
 DH1757  USGS QUAD   -  CARBON HILL (1983)
 DH1757
 DH1757                         *CURRENT SURVEY CONTROL
 DH1757  ___________________________________________________________________
 DH1757* NAD 83(1986)-  33 53 21.     (N)    087 31 52.     (W)     SCALED    
 DH1757* NAVD 88     -       130.972  (meters)     429.70   (feet)  ADJUSTED  
 DH1757  ___________________________________________________________________
 DH1757  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DH1757  DYNAMIC HT  -         130.838 (meters)     429.26  (feet)  COMP
 DH1757  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 DH1757
 DH1757  VERT ORDER  -  SECOND    CLASS 0
 DH1757
 DH1757.The horizontal coordinates were scaled from a topographic map and have
 DH1757.an estimated accuracy of +/- 6 seconds.
 DH1757
 DH1757.The orthometric height was determined by differential leveling
 DH1757.and adjusted by the National Geodetic Survey in June 1991..
 DH1757
 DH1757.The geoid height was determined by GEOID03.
 DH1757
 DH1757.The dynamic height is computed by dividing the NAVD 88
 DH1757.geopotential number by the normal gravity value computed on the
 DH1757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1757.degrees latitude (g = 980.6199 gals.).
 DH1757
 DH1757.The modeled gravity was interpolated from observed gravity values.
 DH1757
 DH1757;                    North         East    Units  Estimated Accuracy
 DH1757;SPC AL W     -   431,230.      597,120.      MT  (+/- 180 meters Scaled)
 DH1757
 DH1757                          SUPERSEDED SURVEY CONTROL
 DH1757
 DH1757  NGVD 29 (??/??/92)  130.942  (m)          429.60   (f) ADJ UNCH    2 0
 DH1757
 DH1757.Superseded values are not recommended for survey control.
 DH1757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1757.See file dsdata.txt to determine how the superseded data were derived.
 DH1757
 DH1757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC508499(NAD 83)
 DH1757_MARKER: DB = BENCH MARK DISK
 DH1757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1757_STAMPING: B 95 1935
 DH1757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1757+STABILITY: SURFACE MOTION
 DH1757
 DH1757  HISTORY     - Date     Condition        Report By
 DH1757  HISTORY     - 1935     MONUMENTED       CGS
 DH1757  HISTORY     - 1944     GOOD             SLSFRR
 DH1757
 DH1757                          STATION DESCRIPTION
 DH1757
 DH1757'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1757'IN CARBON HILL.
 DH1757'AT CARBON HILL, WALKER COUNTY, ON THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 DH1757'75 FEET SOUTH OF THE STATION TICKET-OFFICE, AT POLE 674/31, AND 60
 DH1757'FEET SOUTH OF THE CENTERLINE OF THE MAIN TRACK.  A STANDARD DISK,
 DH1757'STAMPED B 95 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DH1757
 DH1757                          STATION RECOVERY (1944)
 DH1757
 DH1757'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DH1757'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1554 ***********************************************************************
 DH1554  DESIGNATION -  B 96
 DH1554  PID         -  DH1554
 DH1554  STATE/COUNTY-  AL/WALKER
 DH1554  USGS QUAD   -  NAUVOO (1981)
 DH1554
 DH1554                         *CURRENT SURVEY CONTROL
 DH1554  ___________________________________________________________________
 DH1554* NAD 83(1986)-  33 55 53.     (N)    087 26 34.     (W)     SCALED    
 DH1554* NAVD 88     -       191.208  (meters)     627.32   (feet)  ADJUSTED  
 DH1554  ___________________________________________________________________
 DH1554  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 DH1554  DYNAMIC HT  -         191.010 (meters)     626.67  (feet)  COMP
 DH1554  MODELED GRAV-     979,599.1   (mgal)                       NAVD 88
 DH1554
 DH1554  VERT ORDER  -  SECOND    CLASS 0
 DH1554
 DH1554.The horizontal coordinates were scaled from a topographic map and have
 DH1554.an estimated accuracy of +/- 6 seconds.
 DH1554
 DH1554.The orthometric height was determined by differential leveling
 DH1554.and adjusted by the National Geodetic Survey in June 1991..
 DH1554
 DH1554.The geoid height was determined by GEOID03.
 DH1554
 DH1554.The dynamic height is computed by dividing the NAVD 88
 DH1554.geopotential number by the normal gravity value computed on the
 DH1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1554.degrees latitude (g = 980.6199 gals.).
 DH1554
 DH1554.The modeled gravity was interpolated from observed gravity values.
 DH1554
 DH1554;                    North         East    Units  Estimated Accuracy
 DH1554;SPC AL W     -   435,910.      605,290.      MT  (+/- 180 meters Scaled)
 DH1554
 DH1554                          SUPERSEDED SURVEY CONTROL
 DH1554
 DH1554  NGVD 29 (??/??/92)  191.170  (m)          627.20   (f) ADJ UNCH    2 0
 DH1554
 DH1554.Superseded values are not recommended for survey control.
 DH1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1554.See file dsdata.txt to determine how the superseded data were derived.
 DH1554
 DH1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC590546(NAD 83)
 DH1554_MARKER: DB = BENCH MARK DISK
 DH1554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1554_STAMPING: B-96 1935
 DH1554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1554+STABILITY: SURFACE MOTION
 DH1554
 DH1554  HISTORY     - Date     Condition        Report By
 DH1554  HISTORY     - 1935     MONUMENTED       CGS
 DH1554
 DH1554                          STATION DESCRIPTION
 DH1554
 DH1554'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1554'IN PROSPECT.
 DH1554'300 FEET SOUTHEAST OF A SOUTHERN RAILROAD SIGNAL 73.6, 45 FEET
 DH1554'SOUTHEAST OF A RAILROAD CROSSING, AND 12 FEET NORTHEAST OF THE
 DH1554'CENTERLINE OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1526 ***********************************************************************
 DH1526  DESIGNATION -  B 97
 DH1526  PID         -  DH1526
 DH1526  STATE/COUNTY-  AL/JEFFERSON
 DH1526  USGS QUAD   -  DORA (1983)
 DH1526
 DH1526                         *CURRENT SURVEY CONTROL
 DH1526  ___________________________________________________________________
 DH1526* NAD 83(1986)-  33 38 42.     (N)    087 02 44.     (W)     SCALED    
 DH1526* NAVD 88     -       102.877  (meters)     337.52   (feet)  ADJUSTED  
 DH1526  ___________________________________________________________________
 DH1526  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DH1526  DYNAMIC HT  -         102.766 (meters)     337.16  (feet)  COMP
 DH1526  MODELED GRAV-     979,563.7   (mgal)                       NAVD 88
 DH1526
 DH1526  VERT ORDER  -  SECOND    CLASS 0
 DH1526
 DH1526.The horizontal coordinates were scaled from a topographic map and have
 DH1526.an estimated accuracy of +/- 6 seconds.
 DH1526
 DH1526.The orthometric height was determined by differential leveling
 DH1526.and adjusted by the National Geodetic Survey in June 1991..
 DH1526
 DH1526.The geoid height was determined by GEOID03.
 DH1526
 DH1526.The dynamic height is computed by dividing the NAVD 88
 DH1526.geopotential number by the normal gravity value computed on the
 DH1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1526.degrees latitude (g = 980.6199 gals.).
 DH1526
 DH1526.The modeled gravity was interpolated from observed gravity values.
 DH1526
 DH1526;                    North         East    Units  Estimated Accuracy
 DH1526;SPC AL W     -   404,240.      642,160.      MT  (+/- 180 meters Scaled)
 DH1526
 DH1526                          SUPERSEDED SURVEY CONTROL
 DH1526
 DH1526  NGVD 29 (??/??/92)  102.854  (m)          337.45   (f) ADJ UNCH    2 0
 DH1526
 DH1526.Superseded values are not recommended for survey control.
 DH1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1526.See file dsdata.txt to determine how the superseded data were derived.
 DH1526
 DH1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC957227(NAD 83)
 DH1526_MARKER: DB = BENCH MARK DISK
 DH1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1526_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1526_STAMPING: B-97 1935
 DH1526_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1526+STABILITY: SURFACE MOTION
 DH1526
 DH1526  HISTORY     - Date     Condition        Report By
 DH1526  HISTORY     - 1935     MONUMENTED       CGS
 DH1526  HISTORY     - 1944     GOOD             SLSFRR
 DH1526
 DH1526                          STATION DESCRIPTION
 DH1526
 DH1526'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1526'IN PALOS.
 DH1526'2 1/2 POLES NORTH OF MILEPOST 715, 90 FEET SOUTHWEST OF THE SOUTHWEST
 DH1526'CORNER OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD STATION, 45 FEET
 DH1526'WEST OF THE CENTERLINE OF THE MAIN TRACK, AND 25 FEET EAST OF THE
 DH1526'CENTERLINE OF A ROAD.
 DH1526
 DH1526                          STATION RECOVERY (1944)
 DH1526
 DH1526'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DH1526'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1653 ***********************************************************************
 DH1653  DESIGNATION -  B 98
 DH1653  PID         -  DH1653
 DH1653  STATE/COUNTY-  AL/TUSCALOOSA
 DH1653  USGS QUAD   -  NEW LEXINGTON (1981)
 DH1653
 DH1653                         *CURRENT SURVEY CONTROL
 DH1653  ___________________________________________________________________
 DH1653* NAD 83(1986)-  33 32 59.     (N)    087 39 16.     (W)     SCALED    
 DH1653* NAVD 88     -       119.139  (meters)     390.88   (feet)  ADJUSTED  
 DH1653  ___________________________________________________________________
 DH1653  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DH1653  DYNAMIC HT  -         119.013 (meters)     390.46  (feet)  COMP
 DH1653  MODELED GRAV-     979,577.5   (mgal)                       NAVD 88
 DH1653
 DH1653  VERT ORDER  -  SECOND    CLASS 0
 DH1653
 DH1653.The horizontal coordinates were scaled from a topographic map and have
 DH1653.an estimated accuracy of +/- 6 seconds.
 DH1653
 DH1653.The orthometric height was determined by differential leveling
 DH1653.and adjusted by the National Geodetic Survey in June 1991..
 DH1653
 DH1653.The geoid height was determined by GEOID03.
 DH1653
 DH1653.The dynamic height is computed by dividing the NAVD 88
 DH1653.geopotential number by the normal gravity value computed on the
 DH1653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1653.degrees latitude (g = 980.6199 gals.).
 DH1653
 DH1653.The modeled gravity was interpolated from observed gravity values.
 DH1653
 DH1653;                    North         East    Units  Estimated Accuracy
 DH1653;SPC AL W     -   393,590.      585,660.      MT  (+/- 180 meters Scaled)
 DH1653
 DH1653                          SUPERSEDED SURVEY CONTROL
 DH1653
 DH1653  NGVD 29 (??/??/92)  119.111  (m)          390.78   (f) ADJ UNCH    2 0
 DH1653
 DH1653.Superseded values are not recommended for survey control.
 DH1653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1653.See file dsdata.txt to determine how the superseded data were derived.
 DH1653
 DH1653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC392124(NAD 83)
 DH1653_MARKER: DR = REFERENCE MARK DISK
 DH1653_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1653_SP_SET: BRIDGE ABUTMENT
 DH1653_STAMPING: B-98 1935
 DH1653_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1653
 DH1653  HISTORY     - Date     Condition        Report By
 DH1653  HISTORY     - 1935     MONUMENTED       CGS
 DH1653  HISTORY     - 1957     MARK NOT FOUND   SHELL
 DH1653
 DH1653                          STATION DESCRIPTION
 DH1653
 DH1653'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1653'8.9 MI S FROM BANKSTON.
 DH1653'ALONG STATE HIGHWAY NO. 13, AT THE NORTH END OF A TANGENT AT THE FOOT
 DH1653'OF THE NORTH SLOPE TO A HILL, IN THE NORTHEAST ABUTMENT OF A CONCRETE
 DH1653'BRIDGE.  NOTE-- THE HIGHWAY HAS BEEN REWORKED AND THERE IS NOW NO
 DH1653'BRIDGE IN THE AREA.
 DH1653
 DH1653                          STATION RECOVERY (1957)
 DH1653
 DH1653'RECOVERY NOTE BY SHELL OIL COMPANY 1957
 DH1653'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1573 ***********************************************************************
 DH1573  DESIGNATION -  B 99
 DH1573  PID         -  DH1573
 DH1573  STATE/COUNTY-  AL/WALKER
 DH1573  USGS QUAD   -  OAKMAN (1981)
 DH1573
 DH1573                         *CURRENT SURVEY CONTROL
 DH1573  ___________________________________________________________________
 DH1573* NAD 83(1986)-  33 41 49.     (N)    087 24 37.     (W)     SCALED    
 DH1573* NAVD 88     -        97.092  (meters)     318.54   (feet)  ADJUSTED  
 DH1573  ___________________________________________________________________
 DH1573  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DH1573  DYNAMIC HT  -          96.991 (meters)     318.21  (feet)  COMP
 DH1573  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 DH1573
 DH1573  VERT ORDER  -  SECOND    CLASS 0
 DH1573
 DH1573.The horizontal coordinates were scaled from a topographic map and have
 DH1573.an estimated accuracy of +/- 6 seconds.
 DH1573
 DH1573.The orthometric height was determined by differential leveling
 DH1573.and adjusted by the National Geodetic Survey in June 1991..
 DH1573
 DH1573.The geoid height was determined by GEOID03.
 DH1573
 DH1573.The dynamic height is computed by dividing the NAVD 88
 DH1573.geopotential number by the normal gravity value computed on the
 DH1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1573.degrees latitude (g = 980.6199 gals.).
 DH1573
 DH1573.The modeled gravity was interpolated from observed gravity values.
 DH1573
 DH1573;                    North         East    Units  Estimated Accuracy
 DH1573;SPC AL W     -   409,910.      608,320.      MT  (+/- 180 meters Scaled)
 DH1573
 DH1573                          SUPERSEDED SURVEY CONTROL
 DH1573
 DH1573  NGVD 29 (??/??/92)   97.066  (m)          318.46   (f) ADJ UNCH    2 0
 DH1573
 DH1573.Superseded values are not recommended for survey control.
 DH1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1573.See file dsdata.txt to determine how the superseded data were derived.
 DH1573
 DH1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC619286(NAD 83)
 DH1573_MARKER: DB = BENCH MARK DISK
 DH1573_SETTING: 66 = SET IN ROCK OUTCROP
 DH1573_SP_SET: ROCK LEDGE
 DH1573_STAMPING: B 99 1935
 DH1573_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1573+STABILITY: POSITION/ELEVATION WELL
 DH1573
 DH1573  HISTORY     - Date     Condition        Report By
 DH1573  HISTORY     - 1935     MONUMENTED       CGS
 DH1573
 DH1573                          STATION DESCRIPTION
 DH1573
 DH1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1573'2.3 MI W FROM OAKMAN.
 DH1573'2.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT OAKMAN,
 DH1573'WALKER COUNTY, 0.2 MILE SOUTHEAST OF MILEAGE POST 848.7, 175 FEET
 DH1573'SOUTHEAST OF A SMALL ROCKY CUT, 12 FEET NORTH OF THE CENTERLINE OF THE
 DH1573'TRACK, IN THE TOP OF A ROCK LEDGE, AND 2 FEET ABOVE THE LEVEL OF THE
 DH1573'TRACK.  A STANDARD DISK, STAMPED B 99 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0236 ***********************************************************************
 CN0236  DESIGNATION -  B M
 CN0236  PID         -  CN0236
 CN0236  STATE/COUNTY-  AL/ELMORE
 CN0236  USGS QUAD   -  WETUMPKA (1987)
 CN0236
 CN0236                         *CURRENT SURVEY CONTROL
 CN0236  ___________________________________________________________________
 CN0236* NAD 83(1986)-  32 32 10.     (N)    086 12 20.     (W)     SCALED    
 CN0236* NAVD 88     -        54.693  (meters)     179.44   (feet)  ADJUSTED  
 CN0236  ___________________________________________________________________
 CN0236  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CN0236  DYNAMIC HT  -          54.630 (meters)     179.23  (feet)  COMP
 CN0236  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CN0236
 CN0236  VERT ORDER  -  SECOND    CLASS 0
 CN0236
 CN0236.The horizontal coordinates were scaled from a topographic map and have
 CN0236.an estimated accuracy of +/- 6 seconds.
 CN0236
 CN0236.The orthometric height was determined by differential leveling
 CN0236.and adjusted by the National Geodetic Survey in June 1991..
 CN0236
 CN0236.The geoid height was determined by GEOID03.
 CN0236
 CN0236.The dynamic height is computed by dividing the NAVD 88
 CN0236.geopotential number by the normal gravity value computed on the
 CN0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0236.degrees latitude (g = 980.6199 gals.).
 CN0236
 CN0236.The modeled gravity was interpolated from observed gravity values.
 CN0236
 CN0236;                    North         East    Units  Estimated Accuracy
 CN0236;SPC AL E     -   225,810.      165,040.      MT  (+/- 180 meters Scaled)
 CN0236
 CN0236                          SUPERSEDED SURVEY CONTROL
 CN0236
 CN0236  NGVD 29 (??/??/92)   54.67   (m)          179.4    (f) COMPUTED    2 0
 CN0236
 CN0236.Superseded values are not recommended for survey control.
 CN0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0236.See file dsdata.txt to determine how the superseded data were derived.
 CN0236
 CN0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB746001(NAD 83)
 CN0236_MARKER: DD = SURVEY DISK
 CN0236_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0236_SP_SET: STEP
 CN0236_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0236
 CN0236  HISTORY     - Date     Condition        Report By
 CN0236  HISTORY     - UNK      MONUMENTED       USGS
 CN0236  HISTORY     - 1949     GOOD             NGS
 CN0236
 CN0236                          STATION DESCRIPTION
 CN0236
 CN0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0236'IN WETUMPKA.
 CN0236'AT WETUMPKA, ELMORE COUNTY, AT THE NORTH ENTRANCE OF THE COURTHOUSE,
 CN0236'IN THE FACE OF THE WEST CONCRETE-STEP ABUTMENT, 2 FEET NORTH OF THE
 CN0236'MARBLE PORCH, AND 2.5 FEET ABOVE THE GROUND.  A UNITED STATES
 CN0236'GEOLOGICAL SURVEY STANDARD DISK, SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1225 ***********************************************************************
 BT1225  DESIGNATION -  B M 1
 BT1225  PID         -  BT1225
 BT1225  STATE/COUNTY-  AL/DALE
 BT1225  USGS QUAD   -  PINCKARD (1981)
 BT1225
 BT1225                         *CURRENT SURVEY CONTROL
 BT1225  ___________________________________________________________________
 BT1225* NAD 83(1986)-  31 21 03.     (N)    085 35 52.     (W)     SCALED    
 BT1225* NAVD 88     -        54.014  (meters)     177.21   (feet)  ADJUSTED  
 BT1225  ___________________________________________________________________
 BT1225  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BT1225  DYNAMIC HT  -          53.949 (meters)     177.00  (feet)  COMP
 BT1225  MODELED GRAV-     979,425.7   (mgal)                       NAVD 88
 BT1225
 BT1225  VERT ORDER  -  SECOND    CLASS 0
 BT1225
 BT1225.The horizontal coordinates were scaled from a topographic map and have
 BT1225.an estimated accuracy of +/- 6 seconds.
 BT1225
 BT1225.The orthometric height was determined by differential leveling
 BT1225.and adjusted by the National Geodetic Survey in June 1991..
 BT1225
 BT1225.The geoid height was determined by GEOID03.
 BT1225
 BT1225.The dynamic height is computed by dividing the NAVD 88
 BT1225.geopotential number by the normal gravity value computed on the
 BT1225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1225.degrees latitude (g = 980.6199 gals.).
 BT1225
 BT1225.The modeled gravity was interpolated from observed gravity values.
 BT1225
 BT1225;                    North         East    Units  Estimated Accuracy
 BT1225;SPC AL E     -    94,350.      222,410.      MT  (+/- 180 meters Scaled)
 BT1225
 BT1225                          SUPERSEDED SURVEY CONTROL
 BT1225
 BT1225  NGVD 29 (??/??/92)   54.072  (m)          177.40   (f) ADJ UNCH    2 0
 BT1225
 BT1225.Superseded values are not recommended for survey control.
 BT1225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1225.See file dsdata.txt to determine how the superseded data were derived.
 BT1225
 BT1225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV333693(NAD 83)
 BT1225_MARKER: Q = CHISELED SQUARE
 BT1225_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT1225_SP_SET: PIER
 BT1225_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1225
 BT1225  HISTORY     - Date     Condition        Report By
 BT1225  HISTORY     - UNK      MONUMENTED       CGS
 BT1225  HISTORY     - UNK      GOOD             NGS
 BT1225  HISTORY     - 1965     GOOD             DMA
 BT1225
 BT1225                          STATION DESCRIPTION
 BT1225
 BT1225'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 BT1225'AT WATERFORD.
 BT1225'AT WATERFORD, DALE COUNTY, ON THE ATLANTIC COAST LINE RAILROAD, 30
 BT1225'RAILS SOUTH OF THE STATION, AT THE BRIDGE OVER CHOCTAWHATCHEE
 BT1225'RIVER, ON THE TOP OF THE NORTH PIER, 2.7 FEET NORTHWEST OF THE
 BT1225'SOUTHEAST CORNER, AND 8.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL.
 BT1225'A CHISELED SQUARE.
 BT1225
 BT1225                          STATION RECOVERY (1965)
 BT1225
 BT1225'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1225'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2431 ***********************************************************************
 DH2431  DESIGNATION -  BACKBONE MT OF BALD ROCK
 DH2431  PID         -  DH2431
 DH2431  STATE/COUNTY-  AL/ST CLAIR
 DH2431  USGS QUAD   -  COOKS SPRINGS (1972)
 DH2431
 DH2431                         *CURRENT SURVEY CONTROL
 DH2431  ___________________________________________________________________
 DH2431* NAD 83(1992)-  33 36 14.89414(N)    086 25 18.52627(W)     ADJUSTED  
 DH2431* NAVD 88     -                                                        
 DH2431  ___________________________________________________________________
 DH2431  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DH2431  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH2431
 DH2431  HORZ ORDER  -  THIRD
 DH2431
 DH2431.The horizontal coordinates were established by classical geodetic methods
 DH2431.and adjusted by the National Geodetic Survey in December 1992..
 DH2431
 DH2431
 DH2431.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2431
 DH2431.The geoid height was determined by GEOID03.
 DH2431
 DH2431;                    North         East     Units Scale Factor Converg.
 DH2431;SPC AL E     -   344,352.547   145,384.363   MT  0.99999676   -0 19 32.5
 DH2431;SPC AL W     -   400,133.882   700,063.398   MT  1.00005673   +0 35 48.4
 DH2431;UTM  16      - 3,718,414.711   553,641.091   MT  0.99963547   +0 19 12.0
 DH2431
 DH2431                          SUPERSEDED SURVEY CONTROL
 DH2431
 DH2431  NAD 83(1986)-  33 36 14.90692(N)    086 25 18.52933(W) AD(       ) 4
 DH2431  NAD 27      -  33 36 14.50100(N)    086 25 18.56400(W) AD(       ) 3
 DH2431
 DH2431.Superseded values are not recommended for survey control.
 DH2431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2431.See file dsdata.txt to determine how the superseded data were derived.
 DH2431
 DH2431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC5364118415(NAD 83)
 DH2431
 DH2431  HISTORY     - Date     Condition        Report By
 DH2431  HISTORY     - 1887     FIRST OBSERVED   CGS
 DH2431
 DH2431                          STATION DESCRIPTION
 DH2431
 DH2431'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (OHT)
 DH2431'THE HIGHEST MOUNTAIN IN THE S PART OF THE COUNTY, ABOUT 7
 DH2431'MI. W OF CROPWELL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4168 ***********************************************************************
 BG4168  DESIGNATION -  BAGGETT
 BG4168  PID         -  BG4168
 BG4168  STATE/COUNTY-  AL/BALDWIN
 BG4168  USGS QUAD   -  HURRICANE (1982)
 BG4168
 BG4168                         *CURRENT SURVEY CONTROL
 BG4168  ___________________________________________________________________
 BG4168* NAD 83(1992)-  30 47 40.19067(N)    087 52 38.59918(W)     ADJUSTED  
 BG4168* NAVD 88     -        63.05   (+/-2cm)     206.9    (feet)  VERTCON   
 BG4168  ___________________________________________________________________
 BG4168  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 BG4168  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BG4168
 BG4168  HORZ ORDER  -  SECOND
 BG4168  VERT ORDER  -  THIRD ? (See Below)
 BG4168
 BG4168.The horizontal coordinates were established by classical geodetic methods
 BG4168.and adjusted by the National Geodetic Survey in December 1992..
 BG4168
 BG4168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4168.The vertical order pertains to the NGVD 29 superseded value.
 BG4168
 BG4168.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4168
 BG4168.The geoid height was determined by GEOID03.
 BG4168
 BG4168;                    North         East     Units Scale Factor Converg.
 BG4168;SPC AL W     -    88,132.350   563,882.997   MT  0.99994942   -0 11 35.6
 BG4168;UTM  16      - 3,407,156.506   416,058.503   MT  0.99968692   -0 26 57.2
 BG4168
 BG4168!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4168!SPC AL W     -   0.99999456  x   0.99994942  =   0.99994398
 BG4168!UTM  16      -   0.99999456  x   0.99968692  =   0.99968148
 BG4168
 BG4168:                Primary Azimuth Mark                     Grid Az
 BG4168:SPC AL W     -  BAGGETT AZ MK                            086 39 52.7
 BG4168:UTM  16      -  BAGGETT AZ MK                            086 55 14.3
 BG4168
 BG4168|---------------------------------------------------------------------|
 BG4168| PID    Reference Object                     Distance      Geod. Az  |
 BG4168|                                                           dddmmss.s |
 BG4168| DD8309 BAGGETT AZ MK                                      0862817.1 |
 BG4168| DD8310 BAGGETT RM 1                         29.048 METERS 14426     |
 BG4168| DD8311 BAGGETT RM 2                         39.575 METERS 18007     |
 BG4168|---------------------------------------------------------------------|
 BG4168
 BG4168                          SUPERSEDED SURVEY CONTROL
 BG4168
 BG4168  NAD 83(1986)-  30 47 40.21077(N)    087 52 38.60407(W) AD(       ) 2
 BG4168  NAD 27      -  30 47 39.53400(N)    087 52 38.62100(W) AD(       ) 2
 BG4168  NGVD 29 (07/19/86)   63.03   (m)          206.8    (f) LEVELING    3  
 BG4168
 BG4168.Superseded values are not recommended for survey control.
 BG4168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4168.See file dsdata.txt to determine how the superseded data were derived.
 BG4168
 BG4168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1605907157(NAD 83)
 BG4168_MARKER: DS = TRIANGULATION STATION DISK
 BG4168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4168_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4168
 BG4168  HISTORY     - Date     Condition        Report By
 BG4168  HISTORY     - 1935     MONUMENTED       CGS
 BG4168  HISTORY     - 1939     GOOD             CGS
 BG4168  HISTORY     - 1959     GOOD             CGS
 BG4168  HISTORY     - 1979     GOOD             NGS
 BG4168  HISTORY     - 1989     GOOD             USPSQD
 BG4168  HISTORY     - 20030809 MARK NOT FOUND   USPSQD
 BG4168
 BG4168                          STATION DESCRIPTION
 BG4168
 BG4168'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BG4168'THE STATION IS LOCATED ON A PROMINENT HILL, ABOUT 3 MILES E OF THE
 BG4168'APALACHEE RIVER AND ABOUT 10 MILES SW OF THE TOWN OF BAY MINETTE, ON
 BG4168'FARM LAND BELONGING TO JESSE BAGGETT OF BAY MINETTE.  THE STATION
 BG4168'IS 57.5 FEET E OF A NEGRO SHACK, 25 FEET W OF A N-S WIRE FENCE LINE
 BG4168'ENCLOSING A CULTIVATED FIELD, 475 FEET W OF A WHITE HOUSE OWNED
 BG4168'BY MRC BAGGETT, 115 FEET NE OF THE CENTER OF A FORK IN THE GRADED
 BG4168'ROAD, AND 42 FEET NE OF A 36-INCH LIVE OAK.
 BG4168'
 BG4168'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BG4168'DISKS SET IN CONCRETE.
 BG4168'
 BG4168'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 18 INCHES W OF A N-S WIRE
 BG4168'FENCE ENCLOSING A CULTIVATED FIELD, 475 FEET W OF A WHITE HOUSE
 BG4168'OWNED BY MR. BAGGETT, AND 115 FEET SE OF A NEGRO SHACK.
 BG4168'
 BG4168'REFERENCE MARK NO. 2 IS S OF THE STATION, 83 FT W OF A N-S WIRE FENCE
 BG4168'LINE ENCLOSING A CULTIVATED FIELD, 120 FEET S OF A NEGRO SHACK, AND
 BG4168'120 FEET E OF THE ROAD.
 BG4168'
 BG4168'THE AZIMUTH MARK IS LOCATED 500 FEET E OF THE STATION IN AN AREA OF
 BG4168'UNDERGROWTH SURROUNDED BY A CULTIVATED FIELD, 116 FEET N OF THE N
 BG4168'SIDE OF A WHITE HOUSE OWNED BY MR. BAGGETT, N. THORNTON, TENANT, 42
 BG4168'FEET W OF A 42-INCH LIVE OAK TREE, ONE OF THE MAIN TRUNKS OF WHICH
 BG4168'IS BROKEN OFF 5 FEET ABOVE THE GROUND, AND 28 FEET SE OF AN 8 BY 4
 BG4168'FOOT OUTHOUSE.  STATION AND REFERENCE MARKS PROJECT ABOUT 4
 BG4168'INCHES ABOVE GROUND.
 BG4168'
 BG4168'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND U.S. HIGHWAY 90, GO
 BG4168'E ON U.S. HIGHWAY 31 A DISTANCE OF 5.2 MILES, WHERE TURN LEFT AT
 BG4168'FORK NOW USED AS A DETOUR FOR U.S. HIGHWAY 31 AND STATE HIGHWAY 12
 BG4168'AND CONTINUE A DISTANCE OF 4.0 MILES WHERE TURN LEFT ON GRADED
 BG4168'ROAD WHICH FOLLOW 6.2 MILES TO STATION.
 BG4168
 BG4168                          STATION RECOVERY (1939)
 BG4168
 BG4168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (HWG)
 BG4168'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BG4168
 BG4168                          STATION RECOVERY (1959)
 BG4168
 BG4168'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4168'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 BG4168'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE MARKS
 BG4168'WERE VERIFIED.  THE ORIGINAL DESCRIPTION IS ADEQUATE WITH THE
 BG4168'FOLLOWING CHANGES AND ADDITIONS.
 BG4168'
 BG4168'THE STATION IS LOCATED ON THE PROPERTY OF MR. HOFFMAN, 49.0 FEET
 BG4168'NORTH OF A 30 INCH LEANING OAK AND 39.0 FEET WEST OF WEST EDGE OF
 BG4168'FIELD.  IT IS STAMPED BAGGETT 1935 AND PROJECTS 3 INCHES ABOVE THE
 BG4168'GROUND.  DELETE REFERENCE TO 36 INCH OAK AND FORK OF ROAD.
 BG4168'
 BG4168'R.M. 1 IS AT THE WEST EDGE OF A FIELD.  IT IS STAMPED BAGGETT RM 1
 BG4168'1935 AND PROJECTS 1 INCH ABOVE THE GROUND.
 BG4168'
 BG4168'R.M. 2 IS 70.0 FEET WEST OF WEST EDGE OF FIELD AND 22.0 FEET EAST OF
 BG4168'CENTERLINE OF PATH LEADING TO TENANT HOUSE.  IT IS STAMPED BAGGETT
 BG4168'RM 2 1935 AND PROJECTS 2 INCHES ABOVE THE GROUND.  DELETE REFERENCE
 BG4168'TO ROAD.
 BG4168'
 BG4168'THE AZIMUTH MARK IS 556.0 FEET EAST OF THE STATION MEASURED AND 300.0
 BG4168'FEET WEST OF CENTERLINE OF BLACKTOP ROAD.  IT IS STAMPED BAGGETT
 BG4168'AZIMUTH 1935 AND PROJECTS 2 INCHES ABOVE THE GROUND.  DELETE
 BG4168'REFERENCE TO OUT HOUSE.
 BG4168
 BG4168                          STATION RECOVERY (1979)
 BG4168
 BG4168'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BG4168'STATION WAS VISITED 2-22-79 AND ALL MARKS WERE RECOVERED IN GOOD
 BG4168'CONDITION AS PREVIOUSLY DESCRIBED.  A NEW TO REACH DESCRIPTION
 BG4168'FOLLOWS.
 BG4168'
 BG4168'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY 225
 BG4168'IN SPANISH FORT, ALABAMA, GO NORTH ON STATE HIGHWAY 225 FOR 9.1
 BG4168'MILES TO DRIVEWAY ON LEFT LEADING TO WHITE HOUSE IN GROVE OF LARGE
 BG4168'OAKS AND STATION ON THE LEFT.
 BG4168
 BG4168                          STATION RECOVERY (1989)
 BG4168
 BG4168'RECOVERY NOTE BY US POWER SQUADRON 1989 (HL)
 BG4168'RECOVERED IN GOOD CONDITION.
 BG4168
 BG4168                          STATION RECOVERY (2003)
 BG4168
 BG4168'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4168'THE HOUSE NUMBER IS 39099, A TWO FOOT SQUARE BRICK COLUMN AT THE LEFT
 BG4168'CORNER OF DRIVEWAY WITH NAME ROCKY HILL ENGRAVED. ALSO A NO
 BG4168'TRESPASSING SIGN IS POSTED AT DRIVE. WILL TRY TO CONTACT THE OWNER
 BG4168'LATER IF POSSIBLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1587 ***********************************************************************
 EF1587  DESIGNATION -  BAILEY
 EF1587  PID         -  EF1587
 EF1587  STATE/COUNTY-  AL/LAUDERDALE
 EF1587  USGS QUAD   -  PRUITTON (1988)
 EF1587
 EF1587                         *CURRENT SURVEY CONTROL
 EF1587  ___________________________________________________________________
 EF1587* NAD 83(1992)-  34 53 15.34479(N)    087 35 25.24442(W)     ADJUSTED  
 EF1587* NAVD 88     -       217.     (meters)     712.     (feet)  SCALED    
 EF1587  ___________________________________________________________________
 EF1587  LAPLACE CORR-           1.07  (seconds)                    DEFLEC99
 EF1587  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EF1587
 EF1587  HORZ ORDER  -  SECOND
 EF1587
 EF1587.The horizontal coordinates were established by classical geodetic methods
 EF1587.and adjusted by the National Geodetic Survey in December 1992..
 EF1587
 EF1587.The orthometric height was scaled from a topographic map.
 EF1587
 EF1587.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1587
 EF1587.The geoid height was determined by GEOID03.
 EF1587
 EF1587;                    North         East     Units Scale Factor Converg.
 EF1587;SPC AL W     -   541,977.020   591,741.796   MT  0.99993417   -0 03 06.0
 EF1587;SPC TN       -    62,678.467   454,616.232   MT  1.00008370   -0 55 51.8
 EF1587;SPC TN       -   205,637.60  1,491,520.09   sFT  1.00008370   -0 55 51.8
 EF1587;UTM  16      - 3,860,736.935   446,056.085   MT  0.99963586   -0 20 15.6
 EF1587
 EF1587!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1587!SPC AL W     -   0.99997021  x   0.99993417  =   0.99990439
 EF1587!SPC TN       -   0.99997021  x   1.00008370  =   1.00005391
 EF1587!UTM  16      -   0.99997021  x   0.99963586  =   0.99960609
 EF1587
 EF1587|---------------------------------------------------------------------|
 EF1587| PID    Reference Object                     Distance      Geod. Az  |
 EF1587|                                                           dddmmss.s |
 EF1587| CG5506 BAILEY RM 3                          20.389 METERS 00539     |
 EF1587| EF1500 SPRINGER                            APPROX.17.8 KM 0455849.2 |
 EF1587| EF1589 BAILEY AZ MK 2                      340.667 METERS 09131     |
 EF1587| CG5504 BAILEY RM 1                          65.441 METERS 11618     |
 EF1587| CG5505 BAILEY RM 2                          62.987 METERS 20237     |
 EF1587| EF1590 FLORENCE TANK                       APPROX.11.5 KM 2325209.1 |
 EF1587| CG5507 BAILEY RM 4                          18.852 METERS 25608     |
 EF1587| CG5503 BAILEY AZ MK                                       3025035.0 |
 EF1587|---------------------------------------------------------------------|
 EF1587
 EF1587                          SUPERSEDED SURVEY CONTROL
 EF1587
 EF1587  NAD 83(1986)-  34 53 15.35356(N)    087 35 25.24990(W) AD(       ) 2
 EF1587  NAD 27      -  34 53 15.04900(N)    087 35 25.15300(W) AD(       ) 2
 EF1587
 EF1587.Superseded values are not recommended for survey control.
 EF1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1587.See file dsdata.txt to determine how the superseded data were derived.
 EF1587
 EF1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4605660737(NAD 83)
 EF1587_MARKER: DS = TRIANGULATION STATION DISK
 EF1587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1587_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EF1587
 EF1587  HISTORY     - Date     Condition        Report By
 EF1587  HISTORY     - 1934     MONUMENTED       CGS
 EF1587  HISTORY     - 1950     GOOD             TVA
 EF1587  HISTORY     - 1962     GOOD             CGS
 EF1587  HISTORY     - 1972     GOOD             TVA
 EF1587  HISTORY     - 1977     GOOD             NGS
 EF1587
 EF1587                          STATION DESCRIPTION
 EF1587
 EF1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EF1587'ABOUT 8 MILES NORTHEAST OF FLORENCE, 0.5 MILE WEST OF BAILEY SPRINGS,
 EF1587'ON NORTH SIDE OF SECTION 16, T2S, R10W, AND ON PROPERTY OF MRS. A.
 EF1587'J.  SCHUPPERT OF FLORENCE.  TO REACH FROM FLORENCE, FOLLOW STATE
 EF1587'ROUTE 5 NORTH 7.6 MILES AND TURN RIGHT AT SIGN BAILEY SPRINGS.
 EF1587'CONTINUE ON ROAD 1.1 MILES TO TOP OF GRADE AND THREE SMALL CEDAR
 EF1587'TREES ON LEFT AND STATION SITE.  STATION IS ABOUT 175 FEET NORTH OF
 EF1587'CENTERLINE OF ROAD, ON THE NORTH SIDE OF PLOWED FIELD, 32.5 FEET
 EF1587'NORTH OF BIRCH WITH TRIANGULAR BLAZE, IN LINE WITH NORTH-SOUTH
 EF1587'ROW OF TREES, AND 18 FEET SOUTHWEST OF DOUBLE CEDAR.  SURFACE AND
 EF1587'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 EF1587'REFERENCE AND AZIMUTH MARKS ARE STANDARD REFERENCE
 EF1587'DISKS SET IN CONCRETE CYLINDERS.  NO. 1 IS 3 FEET NORTHWEST OF EDGE
 EF1587'OF FIELD, 12 FEET FROM CENTERLINE OF ROAD, AND 214.70 FEET FROM
 EF1587'STATION S 63 DEG 42 MIN E.  NO. 2 IS 15 FEET NORTH OF
 EF1587'CENTERLINE OF ROAD, 36 FEET NORTHEAST OF 10-INCH CEDAR, ON EDGE OF
 EF1587'PLOWED FIELD, AND 206.65 FEET FROM STATION S 22 DEG 37 MIN W.
 EF1587'DISTANCE BETWEEN REFERENCE MARKS NO. 1 AND NO. 2 IS 288.27
 EF1587'FEET.  AZIMUTH MARK IS ON THE EAST EDGE OF STATE ROUTE 5, 33 FEET
 EF1587'FROM CENTERLINE OF ROAD, ON PROPERTY OF BOB KILBERN, ABOUT 75 YARDS
 EF1587'SOUTH OF HIS RESIDENCE AND 1.1 MILES FROM STATION N 57 DEG 09 MIN W.
 EF1587'FOLLOWING DISTANCES AND AZIMUTHS ARE FROM STATION.
 EF1587'NITRATE PLANT, EASTERLY OF THREE BRICK STACKS, 7 MILES 25 DEG 16 MIN
 EF1587'31 SEC AND FLORENCE, MUNICIPAL TANK, 7 MILES, 52 DEG 52 MIN 09 SEC.
 EF1587
 EF1587                          STATION RECOVERY (1950)
 EF1587
 EF1587'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (DLS)
 EF1587'STATION, REFERENCE MARKS 1 AND 2, AND AZIMUTH MARK WERE RECOVERED IN
 EF1587'GOOD CONDITION.  STATION DISK IS STAMPED BAILEY.  IT IS LOCATED 8
 EF1587'MILES N OF FLORENCE.
 EF1587'
 EF1587'THE FOLLOWING CHANGES SHOULD BE MADE IN THE ORIGINAL DESCRIPTION.
 EF1587'
 EF1587'STEEL POST WITH CONTROL MARKER SIGN SET 4 FEET S OF STATION MARKER.
 EF1587'
 EF1587'REFERENCE MARK 1 IS 18 FEET N OF THE CENTER LINE OF THE ROAD.  MARKER
 EF1587'SIGN SET 1 FOOT S OF MARK.
 EF1587'
 EF1587'MARKER SIGN SET 2 FEET E OF REFERENCE MARK 2.
 EF1587'
 EF1587'MARKER SIGN SET 3 FEET W OF THE AZIMUTH MARK.
 EF1587
 EF1587                          STATION RECOVERY (1962)
 EF1587
 EF1587'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 EF1587'THE STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  A COMPLETE
 EF1587'AND EXTENDED SEARCH WAS MADE FOR REFERENCE MARK NO. 1, REFERENCE MARK
 EF1587'NO. 2 AND THE AZIMUTH MARK, BUT THEY COULD NOT BE FOUND.  THE
 EF1587'ORIGINAL ROAD ALONG WHICH THE REFERENCE MARKS WERE ESTABLISHED IS NOW
 EF1587'LAUDERDALE COUNTY ROAD 38.  IT IS NOW A PAVED ROAD AND THE OLD
 EF1587'ROAD BED WAS WIDENED AT THE TIME OF CONSTRUCTION AND SURFACING.
 EF1587'ACCORDING TO THE AZIMUTH DIRECTION AND DISTANCES GIVEN IN THE 1934
 EF1587'DESCRIPTION, BOTH OF THESE MARKS WOULD NOW FALL IN A DEEP ROAD DITCH,
 EF1587'AND IT IS PRESUMED THAT THE MARKS WERE LOST AT THE TIME OF THE
 EF1587'ABOVE MENTIONED CONSTRUCTION.  THE OLD ALABAMA STATE ROUTE
 EF1587'5 (JACKSON HIGHWAY) ALONG WHICH THE AZIMUTH MARK WAS ESTABLISHED IN
 EF1587'1934, HAS SINCE BEEN WIDENED AND HARD SURFACED, AND IT IS PRESUMED
 EF1587'THAT THE MARK WAS DESTROYED AT THAT TIME.
 EF1587'
 EF1587'THE ORIGINAL DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW
 EF1587'AND COMPLETE DESCRIPTION.
 EF1587'
 EF1587'THE STATION IS ON THE PROPERTY OF THE SCHUPPERT ESTATE, ABOUT 8 MILES
 EF1587'NORTHEAST OF FLORENCE, 1 MILE WEST OF THE SADDLE-N-SPUR AQUATIC
 EF1587'CLUB, AND 1/2 MILE WEST OF THE SMALL COMMUNITY OF BAILEY SPRINGS.
 EF1587'
 EF1587'TO REACH FROM THE LAUDERDALE COUNTY COURTHOUSE IN FLORENCE, GO NORTH
 EF1587'ON COURT STREET FOR 0.35 MILE TO HERMITAGE DRIVE ON THE RIGHT AND A
 EF1587'LARGE BANK BUILDING IN THE NORTHEAST ANGLE.  HERE TURN RIGHT ON
 EF1587'HERMITAGE DRIVE (THIS IS OLD STATE ROUTE 5, ALSO KNOWN AS THE
 EF1587'JACKSON HIGHWAY) AND GO NORTHEAST FOR 1.55 MILES TO A STOP SIGN AT A
 EF1587'PAVED CROSSROAD, CROSS OVER THIS ROAD AND CONTINUE STRAIGHT
 EF1587'AHEAD, NORTHEASTERLY AND NORTH FOR 6.65 MILES TO LAUDERDALE
 EF1587'COUNTY ROAD 38 ON THE RIGHT AND A LARGE SIGN SADDLE-N-SPUR AQUATIC
 EF1587'CLUB 2 MILES.  HERE TURN RIGHT AND GO EASTERLY ON LAUDERDALE COUNTY
 EF1587'ROAD 38 FOR 1.15 MILES TO A ROAD CUT AND THE STATION ON THE LEFT
 EF1587'ABOUT 55 YARDS IN THE CORNER OF A PASTURE AS DESCRIBED.
 EF1587'
 EF1587'THE STATION IS 165 FEET NORTH OF THE APPROXIMATE CENTER OF LAUDERDALE
 EF1587'COUNTY ROAD 38, 37 FEET NORTH OF A 12-INCH, TWIN TRUNKED, BEECH
 EF1587'TREE, 16 FEET SOUTH OF A 12-INCH CEDAR TREE, 9 FEET NORTHWEST OF A
 EF1587'FENCE CORNER POST, 8 FEET NORTH OF A FENCE, 5 FEET WEST OF A
 EF1587'FENCE, 3.8 FEET NORTH OF A METAL WITNESS POST AND TVA SIGN, AND IN
 EF1587'THE SOUTHEAST CORNER OF A PASTURE.  IT IS A STANDARD DISK SET
 EF1587'IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 EF1587'PROJECTS 4 INCHES AND THE DISK IS STAMPED BAILEY
 EF1587'1934.
 EF1587
 EF1587                          STATION RECOVERY (1972)
 EF1587
 EF1587'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972 (FJT)
 EF1587'CONDITION OF POINT WHEN FOUND GOOD.
 EF1587'
 EF1587'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BAILEY USC AND GS
 EF1587'1934.
 EF1587'
 EF1587'DELETE REF. - 30.5 FT. NORTH OF BURCH.
 EF1587'
 EF1587'NEW REF. = 36.59 FT. N 17 DEG W OF 20 INCH TWIN WILD CHERRY TREE.
 EF1587'
 EF1587'BAILEY RM NO 1-CONDITION OF POINT WHEN FOUND DID NOT FIND.
 EF1587'
 EF1587'SEARCHED FOR, BUT NOT RECOVERED.  BELIEVED TO HAVE BEEN DESTROYED
 EF1587'BY IMPROVEMENTS ON ROAD.
 EF1587'
 EF1587'BAILEY RM NO 2-CONDITION OF POINT WHEN FOUND DESTROYED.
 EF1587'
 EF1587'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BAILEY NO. 11
 EF1587'USC AND GS, 1934.
 EF1587'
 EF1587'REF. MK NO. 2 BAILEY WAS DESTROYED.  THE CONCRETE MONUMENT WITH CAP
 EF1587'WAS FOUND LYING ON ROAD BANK.
 EF1587'
 EF1587'BAILEY AZ MK-CONDITION OF POINT WHEN FOUND GOOD.
 EF1587'
 EF1587'LETTERS AND/OR NUMBERS FOUND STAMPED ON THE POINT BAILEY AZ1 1934
 EF1587'USC AND GS.
 EF1587'
 EF1587'DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 7 MI. NE OF
 EF1587'FLORENCE.
 EF1587
 EF1587                          STATION RECOVERY (1977)
 EF1587
 EF1587'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 EF1587'THE STATION WAS VISITED 1-14-77 AND ONLY THE STATION MARK WAS
 EF1587'RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO 1 AND NO 2 AND THE
 EF1587'AZIMUTH MARK WERE PREVIOUSLY REPORTED DESTROYED.  NEW REFERENCE
 EF1587'MARKS NO 3 AND NO 4 WERE ESTABLISHED AT THIS DATE.  A NEW
 EF1587'DESCRIPTION FOLLOWS--
 EF1587'
 EF1587'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF FLORENCE, 0.5 MILE
 EF1587'WEST OF THE COMMUNITY OF BAILEY SPRINGS ON THE NORTH SIDE OF SECTION
 EF1587'16, T 2S, R 10W.
 EF1587'
 EF1587'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 43, 72 AND STATE HIGHWAYS
 EF1587'13, 17 IN FLORENCE GO EAST ON U.S. HIGHWAYS 43 AND 72 (TENNESSEE
 EF1587'STREET) FOR 1.95 MILES TO THE JUNCTION OF COUNTY ROUTE 47 (DARBY
 EF1587'DRIVE) ON LEFT, TURN LEFT AND GO NORTHEAST ON COUNTY ROUTE 47 FOR
 EF1587'5.85 MILES TO THE JUNCTION OF COUNTY ROUTE 21 ON THE RIGHT, TURN
 EF1587'RIGHT AND GO EASTERLY ON COUNTY ROUTE 21 FOR 1.05 MILES TO STATION
 EF1587'ON THE LEFT ABOUT 165 FEET NORTH OF THE ROAD.
 EF1587'
 EF1587'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED BAILEY
 EF1587'1934 SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 4 INCHES.
 EF1587'IT IS 165 FEET NORTH OF THE CENTER OF PAVED ROAD, 37 FEET NORTH OF A
 EF1587'14 INCH TWIN TRUNK BEECH TREE, 16 FEET SOUTH OF A 14 INCH CEDAR
 EF1587'TREE, 9 FEET NORTHWEST OF A FENCE CORNER, 8 FEET NORTH OF AN
 EF1587'EAST-WEST FENCE LINE, 5 FEET WEST OF NORTH-SOUTH FENCE LINE, AND 3.8
 EF1587'FEET NORTH OF A METAL WITNESS POST AND T.V.A. SIGN.
 EF1587'
 EF1587'REFERENCE MARK NO 3 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 EF1587'MARK DISK, STAMPED BAILEY 1934 NO 3 1977 SET IN THE TOP OF A ROUND
 EF1587'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 75 FEET NORTH OF FENCE
 EF1587'CORNER, 0.5 FEET WEST OF THE NORTH-SOUTH FENCE LINE AND 1 FOOT
 EF1587'SOUTH OF METAL WITNESS POST AND SIGN.
 EF1587'
 EF1587'REFERENCE MARK NO 4 IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 EF1587'MARK DISK, STAMPED BAILEY 1934 NO 4 1977 SET IN THE TOP OF A ROUND
 EF1587'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 55 FEET WEST OF FENCE
 EF1587'CORNER, 4 FEET EAST OF THE WEST ONE OF THREE SMALL CEDAR TREES, 2
 EF1587'FEET NORTH OF METAL WITNESS POST AND SIGN AND IN EAST-WEST FENCE
 EF1587'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2143 ***********************************************************************
 BT2143  DESIGNATION -  BAMA
 BT2143  PID         -  BT2143
 BT2143  STATE/COUNTY-  AL/GENEVA
 BT2143  USGS QUAD   -  GENEVA EAST (1979)
 BT2143
 BT2143                         *CURRENT SURVEY CONTROL
 BT2143  ___________________________________________________________________
 BT2143* NAD 83(1992)-  31 00 10.21589(N)    085 46 54.11474(W)     ADJUSTED  
 BT2143* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 BT2143  ___________________________________________________________________
 BT2143  LAPLACE CORR-          -0.87  (seconds)                    DEFLEC99
 BT2143  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BT2143
 BT2143  HORZ ORDER  -  FIRST
 BT2143
 BT2143.The horizontal coordinates were established by classical geodetic methods
 BT2143.and adjusted by the National Geodetic Survey in December 1992..
 BT2143
 BT2143.The orthometric height was scaled from a topographic map.
 BT2143
 BT2143.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2143
 BT2143.The geoid height was determined by GEOID03.
 BT2143
 BT2143;                    North         East     Units Scale Factor Converg.
 BT2143;SPC AL E     -    55,746.125   204,931.000   MT  0.99996030   +0 01 35.7
 BT2143;SPC FL N     -   222,708.352   477,591.852   MT  1.00005455   -0 38 38.7
 BT2143;SPC FL N     -   730,668.98  1,566,899.27   sFT  1.00005455   -0 38 38.7
 BT2143;UTM  16      - 3,430,553.406   616,307.142   MT  0.99976686   +0 37 39.3
 BT2143
 BT2143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2143!SPC AL E     -   0.99999208  x   0.99996030  =   0.99995238
 BT2143!SPC FL N     -   0.99999208  x   1.00005455  =   1.00004663
 BT2143!UTM  16      -   0.99999208  x   0.99976686  =   0.99975894
 BT2143
 BT2143:                Primary Azimuth Mark                     Grid Az
 BT2143:SPC AL E     -  HARTFORD MUNICIPAL TANK                  036 41 16.9
 BT2143:SPC FL N     -  HARTFORD MUNICIPAL TANK                  037 21 31.3
 BT2143:UTM  16      -  HARTFORD MUNICIPAL TANK                  036 05 13.3
 BT2143
 BT2143|---------------------------------------------------------------------|
 BT2143| PID    Reference Object                     Distance      Geod. Az  |
 BT2143|                                                           dddmmss.s |
 BT2143| BT2137 HARTFORD MUNICIPAL TANK             APPROX.13.7 KM 0364252.6 |
 BT2143| BT2136 SLOCOMB MUNICIPAL TANK              APPROX.21.7 KM 0563711.7 |
 BT2143| CY8048 BAMA RM 1                            27.530 METERS 19915     |
 BT2143| BT2144 GENEVA COTTON MILLS TALL STACK      APPROX.10.3 KM 2913427.7 |
 BT2143| BT2145 GENEVA COTTON MILLS SILVER TK       APPROX.10.2 KM 2913517.5 |
 BT2143| BT2140 GENEVA MUNICIPAL TANK               APPROX. 8.4 KM 2921156.1 |
 BT2143| BT2139 GENEVA COUNTY CTHSE CUPOLA          APPROX. 8.5 KM 2932426.3 |
 BT2143| CY8049 BAMA RM 2                            29.156 METERS 31333     |
 BT2143| CY8047 BAMA AZ MK                                         3563557.8 |
 BT2143|---------------------------------------------------------------------|
 BT2143
 BT2143                          SUPERSEDED SURVEY CONTROL
 BT2143
 BT2143  NAD 83(1992)-  31 00 10.21927(N)    085 46 54.11474(W) AD(       ) 1
 BT2143  NAD 83(1986)-  31 00 10.22205(N)    085 46 54.11628(W) AD(       ) 1
 BT2143  NAD 27      -  31 00 09.57400(N)    085 46 54.35700(W) AD(       ) 1
 BT2143
 BT2143.Superseded values are not recommended for survey control.
 BT2143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2143.See file dsdata.txt to determine how the superseded data were derived.
 BT2143
 BT2143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1630730553(NAD 83)
 BT2143_MARKER: DS = TRIANGULATION STATION DISK
 BT2143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2143
 BT2143  HISTORY     - Date     Condition        Report By
 BT2143  HISTORY     - 1938     MONUMENTED       CGS
 BT2143  HISTORY     - 1943     GOOD             CGS
 BT2143  HISTORY     - 1965     MARK NOT FOUND   AMS
 BT2143
 BT2143                          STATION DESCRIPTION
 BT2143
 BT2143'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BT2143'THIS STATION IS LOCATED ON HIGH LAND ABOUT 1/4 MILE N OF THE
 BT2143'ALABAMA-FLORIDA STATE LINE, 7 MILES W OF BLACK, AND 1 MILE S OF
 BT2143'THURSTON RAILROAD STATION.  IT LIES 23 FEET NE OF CENTER LINE OF
 BT2143'THE GENEVA, ALABAMA-BONIFAY, FLORIDA ROAD, 20 FEET N OF THE NW
 BT2143'CORNER OF A LARGE WAGON SHED, AND 30 FEET WSW OF A WIRE FENCE.
 BT2143'MARK PROJECTS 3 INCHES.
 BT2143'
 BT2143'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2143'DISKS SET IN CONCRETE.
 BT2143'
 BT2143'REFERENCE MARK NO. 1 IS SSW OF THE STATION, 20 FEET SW OF CENTER
 BT2143'LINE OF ROAD, 1 FOOT NE OF A WIRE FENCE, AND PROJECTS 2 INCHES.
 BT2143'
 BT2143'REFERENCE MARK NO. 2 IS WNW OF THE STATION, 20 FEET SW OF CENTER
 BT2143'LINE OF ROAD, 1 FOOT NE OF A WIRE FENCE, AND PROJECTS 2 INCHES.
 BT2143'
 BT2143'AZIMUTH MARK IS N OF THE STATION, 21 FEET S OF CENTER LINE OF AN
 BT2143'E-W GRADED ROAD, 2 FEET S OF A WIRE FENCE WHICH PARALLELS THE
 BT2143'ROAD ON THE S SIDE, AND PROJECTS 3 INCHES.
 BT2143'
 BT2143'TO REACH FROM GENEVA, GO E ON HIGHWAY 12 FOR 0.9 MILE TO ITS
 BT2143'JUNCTION WITH HIGHWAY 27.  CONTINUE RIGHT ON HIGHWAY 12 FOR 1.0
 BT2143'MILE TO TOP OF HILL AND SERVICE STATION ON RIGHT.  TURN SHARP
 BT2143'RIGHT AND GO 0.3 MILE.  TURN LEFT, GO 0.6 MILE, AND TAKE RIGHT
 BT2143'FORK.  FOLLOW MAIN ROAD FOR 3.45 MILES TO FORKS AT THURSTON.
 BT2143'TAKE RIGHT FORK AND GO 1.05 MILES TO LARGE WAGON SHED AND STATION
 BT2143'ON NE SIDE OF ROAD.  (HOUSE AND WINDMILL ON RIGHT.)
 BT2143'
 BT2143'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 BT2143
 BT2143                          STATION RECOVERY (1943)
 BT2143
 BT2143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2143'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED BY R.E.A.
 BT2143'1938 AND IN GOOD CONDITION WITH THE EXCEPTION OF REFERENCE MARK
 BT2143'NO. 1 WHICH MEASURED 90.32 FEET INSTEAD OF 90.36 FEET.  FOLLOWING
 BT2143'IS A COMPLETE DESCRIPTION.
 BT2143'
 BT2143'THE STATION IS LOCATED ON HIGH LAND ABOUT 1/4 MILE N OF THE
 BT2143'ALABAMA AND FLORIDA STATE LINE, 5 MILES SE OF GENEVA, 7 MILES W
 BT2143'OF BLACK, ON THE SE SIDE OF THE GENEVA, ALABAMA AND BONIFAY,
 BT2143'FLORIDA ROAD, ON PROPERTY OWNED BY THE JOHNSON ESTATE.  THE MARK
 BT2143'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED BAMA 1938.
 BT2143'
 BT2143'REFERENCE MARK NO. 1 IS SSE OF THE STATION, 20 FEET SW OF CENTER
 BT2143'OF ROAD, 2-1/2 FEET NE OF WIRE FENCE.  IT PROJECTS ABOUT 2 INCHES
 BT2143'AND IS STAMPED BAMA NO. 1 1938.
 BT2143'
 BT2143'REFERENCE MARK NO. 2 IS NW OF THE STATION, 20 FEET SW OF CENTER
 BT2143'OF ROAD, 2-1/2 FEET NE OF WIRE FENCE.  IT PROJECTS ABOUT 6 INCHES
 BT2143'AND IS STAMPED BAMA NO. 2 1938.
 BT2143'
 BT2143'THE AZIMUTH MARK IS 0.3 MILE N OF THE STATION.  21 FEET S OF THE
 BT2143'CENTER OF AN E AND W GRADED ROAD, 2 FEET S OF A WIRE FENCE WHICH
 BT2143'PARALLELS THE ROAD.  IT PROJECTS ABOUT 3 INCHES AND IS STAMPED
 BT2143'BAMA 1938. TO REACH FROM THE
 BT2143'STATION GO N 0.3 MILE TO T-ROAD RIGHT.  TURN RIGHT AND GO 0.1
 BT2143'MILE TO AZIMUTH MARK ON RIGHT.
 BT2143'
 BT2143'TO REACH THE STATION FROM THE COURTHOUSE IN GENEVA, GO E ON
 BT2143'HIGHWAY 12 FOR 1.05 MILES TO JUNCTION WITH HIGHWAY 27.  KEEP RIGHT
 BT2143'ON HIGHWAY 12 FOR 1.0 MILE TO SERVICE STATION ON RIGHT.  TURN
 BT2143'RIGHT ON DIRT ROAD PASSING TO E OF SERVICE STATION AND GO 0.75
 BT2143'MILE TO FORKS.  TAKE RIGHT FORK AND FOLLOW MAIN ROAD 3.45 MILES
 BT2143'TO FORKS.  TAKE RIGHT FORK AND GO 1.0 MILE TO STATION ON LEFT.
 BT2143'(0.5 MILE BEYOND THIS POINT IS HOUSE AND WINDMILL ON RIGHT.)
 BT2143'
 BT2143'A 10-FOOT STAND WILL SEE A 100-FOOT LIGHT AT STATION RIDA 1938.
 BT2143'
 BT2143'A 10-FOOT STAND WILL SEE A 113-FOOT LIGHT AT STATION GENEVA.
 BT2143'
 BT2143'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION LYTLE.
 BT2143'
 BT2143'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION ANTIOCH.
 BT2143
 BT2143                          STATION RECOVERY (1965)
 BT2143
 BT2143'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965
 BT2143'STATION MARK NOT FOUND.  R.M. 2 FOUND DESTROYED.  R.M. 1 AND THE
 BT2143'AZIMUTH MARK RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2581 ***********************************************************************
 DH2581  DESIGNATION -  BANK
 DH2581  PID         -  DH2581
 DH2581  STATE/COUNTY-  AL/TUSCALOOSA
 DH2581  USGS QUAD   -  LAKE LURLEEN (1982)
 DH2581
 DH2581                         *CURRENT SURVEY CONTROL
 DH2581  ___________________________________________________________________
 DH2581* NAD 83(1992)-  33 20 08.04341(N)    087 41 02.65099(W)     ADJUSTED  
 DH2581* NAVD 88     -       162.     (meters)     531.     (feet)  SCALED    
 DH2581  ___________________________________________________________________
 DH2581  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 DH2581  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DH2581
 DH2581  HORZ ORDER  -  FIRST
 DH2581
 DH2581.The horizontal coordinates were established by classical geodetic methods
 DH2581.and adjusted by the National Geodetic Survey in December 1992..
 DH2581
 DH2581.The orthometric height was scaled from a topographic map.
 DH2581
 DH2581.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2581
 DH2581.The geoid height was determined by GEOID03.
 DH2581
 DH2581;                    North         East     Units Scale Factor Converg.
 DH2581;SPC AL W     -   369,842.062   582,864.636   MT  0.99993695   -0 06 04.2
 DH2581;UTM  16      - 3,688,697.853   436,339.452   MT  0.99964996   -0 22 33.4
 DH2581
 DH2581!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2581!SPC AL W     -   0.99997906  x   0.99993695  =   0.99991601
 DH2581!UTM  16      -   0.99997906  x   0.99964996  =   0.99962903
 DH2581
 DH2581:                Primary Azimuth Mark                     Grid Az
 DH2581:SPC AL W     -  BANK AZ MK                               028 18 26.9
 DH2581:UTM  16      -  BANK AZ MK                               028 34 56.1
 DH2581
 DH2581|---------------------------------------------------------------------|
 DH2581| PID    Reference Object                     Distance      Geod. Az  |
 DH2581|                                                           dddmmss.s |
 DH2581| CF9364 BANK AZ MK                                         0281222.7 |
 DH2581| DH2580 BROWN                               APPROX. 7.6 KM 2050036.9 |
 DH2581| CF9365 BANK RM 1                            27.415 METERS 21319     |
 DH2581| CF9366 BANK RM 2                            18.350 METERS 33334     |
 DH2581|---------------------------------------------------------------------|
 DH2581
 DH2581                          SUPERSEDED SURVEY CONTROL
 DH2581
 DH2581  NAD 83(1986)-  33 20 08.04947(N)    087 41 02.65270(W) AD(       ) 1
 DH2581  NAD 27      -  33 20 07.63271(N)    087 41 02.61504(W) AD(       ) 1
 DH2581
 DH2581.Superseded values are not recommended for survey control.
 DH2581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2581.See file dsdata.txt to determine how the superseded data were derived.
 DH2581
 DH2581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3633988698(NAD 83)
 DH2581_MARKER: DS = TRIANGULATION STATION DISK
 DH2581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2581
 DH2581  HISTORY     - Date     Condition        Report By
 DH2581  HISTORY     - 1939     MONUMENTED       CGS
 DH2581
 DH2581                          STATION DESCRIPTION
 DH2581
 DH2581'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DH2581'STATION IS LOCATED ON A HIGH HILL PARTLY COVERED WITH PINE TREES,
 DH2581'IN THE SE 1/4 OF SEC. 4, T 20 S, R 11 W, ABOUT 11 MILES NW OF
 DH2581'TUACALOOSA, ON LAND REPORTED TO BE OWNED BY A BANK IN TENNESSEE,
 DH2581'MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 DH2581'AND PROJECTS 4 INCHES.
 DH2581'
 DH2581'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 DH2581'SET IN CONCRETE.
 DH2581'
 DH2581'STATION MARK IS 13.4 FEET W OF A TRIANGLE-BLAZED PINE TREE, 30.8
 DH2581'FEET S OF AN 8-INCH PINE TREE, 32.3 FEET E OF A 10-INCH PINE TREE,
 DH2581'AND 24.4 FEET SW OF THE CENTER OF A DIRT ROAD.
 DH2581'
 DH2581'REFERENCE MARK NO. 1 IS WSW OF THE STATION, PROJECTS 6 INCHES, IS
 DH2581'11 FEET E OF A 10-INCH BLAZED PINE TREE, AND 24 FEET E OF THE CENTER
 DH2581'OF A DIRT ROAD.  REFERENCE MARK NO. 2 IS N OF THE STATION, PROJECTS
 DH2581'6 INCHES, IS 36 FEET N OF AN 8-INCH PINE TREE, AND 25 FEET N OF
 DH2581'THE CENTER OF A DIRT ROAD.
 DH2581'
 DH2581'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NNE OF THE STATION, PROJECTS
 DH2581'6 INCHES, IS 14.5 FEET N OF THE CENTER OF A DIRT ROAD, 23 FEET S
 DH2581'OF A DIRT ROAD, 12.3 FEET W OF A 4-INCH PINE TREE, AND 16.2 FEET S
 DH2581'OF A 4-INCH PINE TREE. AZIMUTH MARK COULD NOT BE PLACED FARTHER
 DH2581'FROM THE STATION DUE TO HEAVY WOODS.  TO REACH AZIMUTH MARK FROM
 DH2581'THE STATION, GO N ON DIRT ROAD FOR 0.15 MILE TO FORK, AZIMUTH
 DH2581'IS ON THE N SIDE OF THE MAIN ROAD AT THE FORK.
 DH2581'
 DH2581'TO REACH STATION FROM NORTHPORT, AT THE JUNCTION OF ROUTES NO. 13
 DH2581'AND 6, GO N ON 13 FRO 3.55 MILES TO A ROAD TO THE L, TURN L AND GO
 DH2581'5.65 MILES TO A FORK, TAKE R FORK (MAIN ROAD) AND CONTINUE N 2.7
 DH2581'MILES TO A ROAD TO THE L AT A SIGN E.C.W. FOREST TRUCK TRAIL, TURN
 DH2581'L AND GO W 0.15 MILE TO TOP OF HILL AND STATION ON THE L SIDE OF
 DH2581'ROAD.
 DH2581'
 DH2581'HEIGHT OF LIGHT ABOVE STATION MARK - 29 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4091 ***********************************************************************
 BG4091  DESIGNATION -  BANK RESET
 BG4091  PID         -  BG4091
 BG4091  STATE/COUNTY-  AL/BALDWIN
 BG4091  USGS QUAD   -  BON SECOUR BAY (1985)
 BG4091
 BG4091                         *CURRENT SURVEY CONTROL
 BG4091  ___________________________________________________________________
 BG4091* NAD 83(1992)-  30 15 16.44393(N)    087 49 05.10807(W)     ADJUSTED  
 BG4091* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BG4091  ___________________________________________________________________
 BG4091  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BG4091  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BG4091
 BG4091  HORZ ORDER  -  FIRST
 BG4091
 BG4091.The horizontal coordinates were established by classical geodetic methods
 BG4091.and adjusted by the National Geodetic Survey in December 1992..
 BG4091
 BG4091.The orthometric height was scaled from a topographic map.
 BG4091
 BG4091.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4091
 BG4091.The geoid height was determined by GEOID03.
 BG4091
 BG4091;                    North         East     Units Scale Factor Converg.
 BG4091;SPC AL W     -    28,260.935   569,389.704   MT  0.99994489   -0 09 37.0
 BG4091;SPC FL N     -   143,711.797   280,731.707   MT  0.99994959   -1 40 02.7
 BG4091;SPC FL N     -   471,494.45    921,033.94   sFT  0.99994959   -1 40 02.7
 BG4091;UTM  16      - 3,347,277.172   421,298.373   MT  0.99967641   -0 24 43.9
 BG4091
 BG4091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4091!SPC AL W     -   1.00000403  x   0.99994489  =   0.99994892
 BG4091!SPC FL N     -   1.00000403  x   0.99994959  =   0.99995362
 BG4091!UTM  16      -   1.00000403  x   0.99967641  =   0.99968044
 BG4091
 BG4091:                Primary Azimuth Mark                     Grid Az
 BG4091:SPC AL W     -  PENSACOLA MOBILE LT 189                  001 34 27.7
 BG4091:SPC FL N     -  PENSACOLA MOBILE LT 189                  003 04 53.4
 BG4091:UTM  16      -  PENSACOLA MOBILE LT 189                  001 49 34.6
 BG4091
 BG4091|---------------------------------------------------------------------|
 BG4091| PID    Reference Object                     Distance      Geod. Az  |
 BG4091|                                                           dddmmss.s |
 BG4091| BG4095 PENSACOLA MOBILE LT 189             APPROX. 3.3 KM 0012450.7 |
 BG4091| BG4094 PENSACOLA MOBILE LT 175             APPROX. 3.9 KM 0322401.6 |
 BG4091| BG4093 PENSACOLA MOBILE LT 163             APPROX. 5.0 KM 0484949.1 |
 BG4091| DD8319 BANK RM 2                            18.670 METERS 05635     |
 BG4091| DD8322 BANK WM                              18.500 METERS 05711     |
 BG4091| DD8320 BANK RM 3                            16.800 METERS 05814     |
 BG4091| DD8318 BANK RM 1                            21.170 METERS 11808     |
 BG4091| DD8321 BANK RM 4                            19.950 METERS 18335     |
 BG4091| BG4089 PENSACOLA MOBILE LT 201             APPROX. 3.7 KM 3310514.9 |
 BG4091|---------------------------------------------------------------------|
 BG4091
 BG4091                          SUPERSEDED SURVEY CONTROL
 BG4091
 BG4091  NAD 83(1986)-  30 15 16.46644(N)    087 49 05.11543(W) AD(       ) 1
 BG4091  NAD 27      -  30 15 15.74100(N)    087 49 05.14800(W) AD(       ) 1
 BG4091
 BG4091.Superseded values are not recommended for survey control.
 BG4091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4091.See file dsdata.txt to determine how the superseded data were derived.
 BG4091
 BG4091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2129847277(NAD 83)
 BG4091_MARKER: DS = TRIANGULATION STATION DISK
 BG4091_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG4091_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4091_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4091
 BG4091  HISTORY     - Date     Condition        Report By
 BG4091  HISTORY     - 1940     MONUMENTED       CGS
 BG4091  HISTORY     - 1946     GOOD             CGS
 BG4091  HISTORY     - 1953     GOOD             CGS
 BG4091  HISTORY     - 1958     GOOD             CGS
 BG4091  HISTORY     - 1959     GOOD             CGS
 BG4091  HISTORY     - 1976     GOOD             NGS
 BG4091  HISTORY     - 1981     GOOD             NOS
 BG4091  HISTORY     - 1984     GOOD             NOS
 BG4091
 BG4091                          STATION DESCRIPTION
 BG4091
 BG4091'DESCRIBED BY COAST AND GEODETIC SURVEY 1940 (HWG)
 BG4091'ORIGINAL MARK DESTROYED.  UNDERGROUND MARK FOUND IN GOOD CONDITION.
 BG4091'DISK MARKED BANK 1918-1940 RESET DIRECTLY OVER UNDERGROUND MARK.
 BG4091'
 BG4091'FROM THE JUNCTION OF THE SIBLEY HOLMES TRAIL AND THE FORT MORGAN
 BG4091'ROAD, DRIVE W 7.6 MILES TO THE WM. SCHOCK TRAIL, THENCE NNE TO THE
 BG4091'BUBBA JONES COTTAGE (ON THE BEACH), THENCE E ABOUT 400 FEET VIA
 BG4091'THE BEACH TO THE MONUMENT.  MARK IS A BRONZE DISK SET IN A CONCRETE
 BG4091'BLOCK 24 BY 20 INCHES SQUARE, AND CAPPED WITH A 10-INCH ROUND DOME
 BG4091'CONTAINING SAID DISK.  MONUMENT IS 54 FEET S OF THE WATER LINE OF
 BG4091'THE S SHORE OF BON SECOUR BAY.  MONUMENT IS ON SAND KNOLL ALMOST
 BG4091'SURROUNDED BY NARROW SLOUGH, FILLED WITH WATER ONLY DURING RAINY
 BG4091'SEASON AND HIGH TIDE.
 BG4091
 BG4091                          STATION RECOVERY (1946)
 BG4091
 BG4091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BG4091'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE, EXCEPT
 BG4091'THAT DISTANCE TO MEAN HIGH WATER IS NOW 38 FEET INSTEAD OF 54 FEET
 BG4091'AS LISTED.  REFERENCE MARKS NOT FOUND, DUE TO HIGH WATER IN AREA.
 BG4091'DISTANCE TO WITNESS MARK MEASURED AND FOUND TO BE CORRECT.
 BG4091
 BG4091                          STATION RECOVERY (1953)
 BG4091
 BG4091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 BG4091'STATION WAS RECOVERED AND FOUND IN GOOD CONDITION.  THE REFERENCE
 BG4091'MARKS WERE NOT FOUND, THEY ARE UNDER ABOUT A 3-FT. FILL MADE WHEN
 BG4091'THIS SITE WAS LANDSCAPED FOR A LAWN FOR MISS NORA JONES.  A NEW
 BG4091'DESCRIPTION FOLLOWS.
 BG4091'
 BG4091'STATION IS LOCATED ON THE S SIDE OF BON SECOURS BAY, ON THE FIRST
 BG4091'ROUNDED POINT E OF SHELL BANK BAYOU A DISTANCE ABOUT 0.75 MI., IN
 BG4091'THE NE CORNER OF THE FRONT LAWN OF A COTTAGE OWNED BY MISS NORA
 BG4091'JONES, 12 FT. W OF A N-S FENCE, 25 FT. SW OF A LARGE OAK TREE WITH A
 BG4091'TRIANGLE BLAZE FACING THE STATION, AND 60 FT. SW OF A LARGE
 BG4091'CYPRESS TREE WITH A TRIANGLE BLAZE FACING THE STATION.  IT IS A
 BG4091'LITTLE S OF THE PROJECTED LINE OF THE TWO TREES.  STATION MARK IS A
 BG4091'STANDARD DISK STAMPED BANK 1918 1940 AND IS FLUSH WITH THE GROUND.
 BG4091'
 BG4091'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAYS 3 AND
 BG4091'180, ABOUT 10 MI. S OF FOLEY, GO W ON STATE HIGHWAY 180 FOR 7.85 MI.
 BG4091'TO A BAPTIST CHURCH ON THE RIGHT, CONTINUE W FOR 0.15 MI. TO A SIDE
 BG4091'ROAD RIGHT, AND TURN RIGHT AND GO ABOUT 0.2 MI. TO BON SECOURS BAY
 BG4091'AND THE MARK ON THE LEFT AS DESCRIBED.
 BG4091
 BG4091                          STATION RECOVERY (1958)
 BG4091
 BG4091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BG4091'STATION WAS RECOVERED IN GOOD CONDITION.  THE RECOVERY NOTE BY R.A.G.
 BG4091'1946 IS ADEQUATE WITH THE FOLLOWING EXCEPTIONS.  IT IS ON THE
 BG4091'PROPERTY OF MRS. LENORE JONES AT THIS TIME.  IT IS NOW 31.0 FT FROM
 BG4091'THE HIGH WATER LINE AND 12.0 FT WEST OF A WIRE FENCE.
 BG4091
 BG4091                          STATION RECOVERY (1959)
 BG4091
 BG4091'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (HRL)
 BG4091'STATION WAS RECOVERED AS DESCRIBED BY R.C.B. IN 1953 AND FOUND TO BE
 BG4091'IN GOOD CONDITION.  THE REFERENCE MARKS WERE NOT RECOVERED SO TWO
 BG4091'NEW REFERENCE MARKS WERE ESTABLISHED.  A NEW DESCRIPTION FOLLOWS.
 BG4091'
 BG4091'STATION IS LOCATED ON THE SOUTH SHORE OF BON SECOURS BAY ON THE FIRST
 BG4091'ROUNDED POINT EAST OF SHELL BANK BAYOU AND IN THE NORTHEAST CORNER
 BG4091'OF THE LAWN OF THE COTTAGE OF MISS LENORA JONES.  STATION IS A
 BG4091'STANDARD DISK SET FLUSH IN THE TOP OF A 10 INCH ROUND DOME OF
 BG4091'CONCRETE ON TOP OF A 24 BY 20 INCH CONCRETE BLOCK AND THE DISK IS
 BG4091'STAMPED BANK 1918 1940.  THE UNDERGROUND MARK IS THE ORIGINAL
 BG4091'SURFACE MARK.
 BG4091'
 BG4091'REFERENCE MARK NO. 3 IS 21 FEET EAST OF THE APPROXIMATE CENTER OF
 BG4091'CIRCULAR DRIVEWAY, 13 FEET WEST OF THE APPROXIMATE CENTER OF
 BG4091'CIRCULAR DRIVEWAY AND IN A GROUP OF PINE TREES.  THE MARK IS A
 BG4091'STANDARD DISK SET FLUSH IN THE TOP OF A 12 BY 12 INCH CONCRETE
 BG4091'MONUMENT WHICH PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 BG4091'BANK RM 3 1918 1940.
 BG4091'
 BG4091'REFERENCE MARK NO. 4 IS 14 FEET SOUTH OF THE HIGH WATER LINE.  THE
 BG4091'MARK IS A STANDARD DISK SET FLUSH IN THE TOP OF A 12 BY 12 INCH
 BG4091'CONCRETE MONUMENT WHICH IS FLUSH WITH THE GROUND AND THE DISK IS
 BG4091'STAMPED BANK RM 4 1918 1940.
 BG4091'
 BG4091'TO REACH STATION FROM THE POST OFFICE IN GULF SHORES GO SOUTH ON
 BG4091'STATE HIGHWAY 59 FOR 0.8 MILE TO A T INTERSECTION.  TURN RIGHT AND GO
 BG4091'WEST FOR 0.3 MILE TO CROSSROADS.  CONTINUE STRAIGHT AHEAD FOR 8.2
 BG4091'MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON DIRT ROAD
 BG4091'FOR 0.2 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 BG4091
 BG4091                          STATION RECOVERY (1976)
 BG4091
 BG4091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BG4091'THE STATION MARK AND REFERENCE MARKS 3, AND 4, WERE RECOVERED.  THE
 BG4091'STATION MARK APPEARS TO BE SLIGHTLY TILTED.  MEASUREMENTS TO THE
 BG4091'REFERENCE MARKS DID NOT DIFFER ENOUGH TO INDICATE THIS THOUGH.
 BG4091'PERMISSION TO USE THE STATION WAS GIVEN BY MR. WINFORD NELSON WHO
 BG4091'LIVES AT THE STATION SITE.  THE PHONE NUMBER IS 540-2352, 2353 OR
 BG4091'2354.
 BG4091'
 BG4091'TO REACH THE STATION FROM THE POST OFFICE AT GULF SHORED, GO SOUTH ON
 BG4091'PAVED STREET FOR 0.8 MILE THEN WEST FOR 0.3 MILE TO THE JUNCTION OF
 BG4091'STATE HIGHWAYS 59 AND 180.  CONTINUE WEST ON HIGHWAY 180 FOR 8.2
 BG4091'MILES TO THE SHELL BANK BAPTIST CHURCH ON THE RIGHT.  CONTINUE
 BG4091'AHEAD ON THE HIGHWAY FOR 0.15 MILE TO A DIRT ROAD RIGHT.  TURN
 BG4091'RIGHT AND GO NORTH FOR 0.2 MILE THE END OF THE ROAD AND STATION ON
 BG4091'THE LEFT.
 BG4091'
 BG4091'THE STATION IS 60 FEET SW OF A LARGE CYPRESS TREE AND ABOUT 50 FEET
 BG4091'SOUTH OF THE WATER LINE.  THE MARK IS FLUSH WITH THE GROUND AND THE
 BG4091'DISK IS STAMPED BANK 1918 1940.  THERE IS A CREOSOTED WOOD WITNESS
 BG4091'POST BY THE STATION MARK.
 BG4091'
 BG4091'REFERENCE MARK 3 IS SET IN THE SMALL TRAFFIC CIRCLE AT THE END OF THE
 BG4091'ROAD AND THE MARK IS ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 BG4091'
 BG4091'REFERENCE MARK 4 IS 14 FEET SOUTH OF THE WATER LINE AND THE MARK IS
 BG4091'FLUSH WITH THE SURFACE OF THE GROUND.
 BG4091'
 BG4091'A 77 FOOT TOWER WOULD BE REQUIRED TO CLEAR THE SURROUNDING TREES.
 BG4091'
 BG4091'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES WEST OF
 BG4091'GULF SHORES.
 BG4091
 BG4091                          STATION RECOVERY (1981)
 BG4091
 BG4091'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 BG4091'THE STATION, BANK 1918, WAS RECOVERED IN GOOD CONDITION AS WAS
 BG4091'RM 3.  RM 4 WAS FOUND UNDER WATER.  RM 4 DISK WAS REMOVED.
 BG4091
 BG4091                          STATION RECOVERY (1984)
 BG4091
 BG4091'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BG4091'THE STATION WAS RECOVERED AT THIS DATE.
 BG4091'STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 3
 BG4091'WAS FOUND IN GOOD CONDITION AFTER MUCH DIFFICULTY WITH THE
 BG4091'DESCRIPTION.  REFERENCE MARK NO. 4 WAS DESTROYED.  THE MONUMENT WAS
 BG4091'FOUND LYING ON ITS SIDE WITH THE RM DISK REMOVED FROM ITS HEAD.
 BG4091'REFERENCE TO THE POST OFFICE IS NO GOOD FOR IT HAS BEEN RELOCATED.
 BG4091'THE WOODED WITNESS POST IS GONE.  A NEW DESCRIPTION FOLLOWS.
 BG4091'
 BG4091'TO REACH THE STATION FROM THE POST OFFICE AT GULF SHORES, NOW
 BG4091'LOCATED ON E SIDE OF STATE HWY 59 IN THE PARADISE ISLE SHOPPING
 BG4091'PLAZA.  GO S ON HWY 59 FOR 0.64 KM (0.4 MI) TO HWY 180, TURN RIGHT.
 BG4091'PROCEED ON HWY 180 FOR 13.2 KM (8.2 MI) TO THE SHELL BANK BAPTIST
 BG4091'CHURCH ON THE RIGHT.  CONTINUE AHEAD ON THE HWY FOR 0.15 MI TO A
 BG4091'DIRT ROAD RIGHT, OR 0.4 KM (0.25 MI) W FROM MILE MARKER NO. 13 TO A
 BG4091'DIRT ROAD RIGHT.  TURN RIGHT AND GO N FOR 0.2 MI TO THE END OF THE
 BG4091'ROAD AND THE STATION ON THE LEFT.
 BG4091'
 BG4091'STATION IS 60 FT SW OF A LARGE CYPRESS TREE, BEING THE NORTHERLY OF
 BG4091'TWO TREES NEXT TO THE BOAT RAMP, 55.6 FT S OF THE WOOD BREAKWALLS
 BG4091'INNER EDGE, 51.2 FT W OF A WITNESS SIGN ON A LARGE HICKORY TREE
 BG4091'BEING THE SOUTHERLY OF THE TWO TREES.  FROM BANK RM 5 1918-1985 THE
 BG4091'STATION IS 14.28 M (46.85 FT) SW.
 BG4091'
 BG4091'REFERENCE MARK 3 IS SET IN THE SMALL TRAFFIC CIRCLE AT THE END OF
 BG4091'THE DIRT ROAD AND IS 5 IN BELOW THE SURFACE OF THE GROUND AND IS
 BG4091'STAMPED---BANK RM 3 1918-1940---.  THE RM IS 15.22 M (49.94 FT) W
 BG4091'OF A LIGHT POLE ON E SIDE OF BOAT RAMP, 8.59 M (28.21 FT) E OF A
 BG4091'PINE TREE AND 3.71 M (12.17 FT) N OF A PINE TREE WITHIN THE TRAFFIC
 BG4091'CIRCLE.
 BG4091'
 BG4091'SEE STATION DESCRIPTION FOR REFERENCE MARK 5.
 BG4091'
 BG4091'RECOVERED AND DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4974 ***********************************************************************
 BG4974  DESIGNATION -  BANK RM 5
 BG4974  PID         -  BG4974
 BG4974  STATE/COUNTY-  AL/BALDWIN
 BG4974  USGS QUAD   -  BON SECOUR BAY (1985)
 BG4974
 BG4974                         *CURRENT SURVEY CONTROL
 BG4974  ___________________________________________________________________
 BG4974* NAD 83(1992)-  30 15 16.81759(N)    087 49 04.77689(W)     ADJUSTED  
 BG4974* NAVD 88     -         3.4    (meters)      11.     (feet)  VERTCON   
 BG4974  ___________________________________________________________________
 BG4974  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BG4974  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BG4974
 BG4974  HORZ ORDER  -  THIRD
 BG4974
 BG4974.The horizontal coordinates were established by classical geodetic methods
 BG4974.and adjusted by the National Geodetic Survey in December 1992..
 BG4974
 BG4974.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4974
 BG4974.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4974
 BG4974.The geoid height was determined by GEOID03.
 BG4974
 BG4974;                    North         East     Units Scale Factor Converg.
 BG4974;SPC AL W     -    28,272.415   569,398.589   MT  0.99994488   -0 09 36.8
 BG4974;SPC FL N     -   143,723.040   280,740.891   MT  0.99994959   -1 40 02.6
 BG4974;SPC FL N     -   471,531.34    921,064.07   sFT  0.99994959   -1 40 02.6
 BG4974;UTM  16      - 3,347,288.610   421,307.307   MT  0.99967640   -0 24 43.8
 BG4974
 BG4974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4974!SPC AL W     -   1.00000381  x   0.99994488  =   0.99994869
 BG4974!SPC FL N     -   1.00000381  x   0.99994959  =   0.99995340
 BG4974!UTM  16      -   1.00000381  x   0.99967640  =   0.99968021
 BG4974
 BG4974                          SUPERSEDED SURVEY CONTROL
 BG4974
 BG4974  NAD 83(1992)-  30 15 16.84006(N)    087 49 04.78427(W) AD(       ) 3
 BG4974  NGVD 29 (05/01/92)    3.4    (m)           11.     (f) VERT ANG       
 BG4974
 BG4974.Superseded values are not recommended for survey control.
 BG4974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4974.See file dsdata.txt to determine how the superseded data were derived.
 BG4974
 BG4974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2130747289(NAD 83)
 BG4974_MARKER: DD = SURVEY DISK
 BG4974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG4974_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4974+STABILITY: SURFACE MOTION
 BG4974
 BG4974  HISTORY     - Date     Condition        Report By
 BG4974  HISTORY     - 1985     MONUMENTED       NOS
 BG4974
 BG4974                          STATION DESCRIPTION
 BG4974
 BG4974'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 BG4974'THE STATION IS LOCATED ON THE S SHORE OF BON SECOUR BAY ON THE
 BG4974'FIRST ROUNDED POINT E OF SHELL BANK BAYOU.
 BG4974'
 BG4974'TO REACH THE STATION PROCEED W ON HWY 180 (FORT MORGAN ROAD) FROM
 BG4974'ITS JUNCTION WITH STATE HWY 59 FOR 13.2 KM (8.2 MI) TO THE SHELL
 BG4974'BANK BAPIST CHURCH ON THE RIGHT.  CONTINUE AHEAD ON THE HWY FOR
 BG4974'0.15 MI TO A DIRT ROAD RIGHT, OR 0.4 KM (0.25 MI) W FROM MILE
 BG4974'MARKER NO. 13 TO A DIRT ROAD RIGHT, TURN RIGHT AND GO N FOR 0.2 MI
 BG4974'TO THE END OF THE ROAD AND STATION ON THE LEFT.
 BG4974'
 BG4974'STATION MARK IS A STANDARD NOS BRASS DISK STAMPED---BANK RM 5
 BG4974'1918-1985---, SET FLUSH IN THE TOP OF A 10 IN DIA MONUMENT.  THE
 BG4974'MARK IS 3 IN BELOW THE SURFACE OF THE GROUND.  IT IS 11.98 M
 BG4974'(39.3 FT) W OF A BOAT RAMP, 11.16 M (36.6 FT) NW OF A HALF-DEAD
 BG4974'HICKORY TREE WITH A WITNESS SIGN AND BEING THE SOUTHERLY OF TWO
 BG4974'TREES NEXT TO THE RAMP.  IT IS 7.467 M (24.5 FT) S OF A WOODEN
 BG4974'BREAKWALLS N FACE, 6.97 M (22.86 FT) WNW OF NORTHERLY CYPRESS, AND
 BG4974'14.277 M (46.85 FT) NE OF STATION ---BANK 1918-1949---.
 BG4974'
 BG4974'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4974'
 BG4974'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2185 ***********************************************************************
 BT2185  DESIGNATION -  BANKS
 BT2185  PID         -  BT2185
 BT2185  STATE/COUNTY-  AL/PIKE
 BT2185  USGS QUAD   -  BANKS (1968)
 BT2185
 BT2185                         *CURRENT SURVEY CONTROL
 BT2185  ___________________________________________________________________
 BT2185* NAD 83(1992)-  31 49 01.13810(N)    085 49 43.54692(W)     ADJUSTED  
 BT2185* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 BT2185  ___________________________________________________________________
 BT2185  LAPLACE CORR-           1.29  (seconds)                    DEFLEC99
 BT2185  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BT2185
 BT2185  HORZ ORDER  -  FIRST
 BT2185
 BT2185.The horizontal coordinates were established by classical geodetic methods
 BT2185.and adjusted by the National Geodetic Survey in December 1992..
 BT2185
 BT2185.The orthometric height was scaled from a topographic map.
 BT2185
 BT2185.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2185
 BT2185.The geoid height was determined by GEOID03.
 BT2185
 BT2185;                    North         East     Units Scale Factor Converg.
 BT2185;SPC AL E     -   146,010.970   200,432.700   MT  0.99996000   +0 00 08.7
 BT2185;UTM  16      - 3,520,747.298   610,852.232   MT  0.99975155   +0 37 03.2
 BT2185
 BT2185!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2185!SPC AL E     -   0.99997714  x   0.99996000  =   0.99993714
 BT2185!UTM  16      -   0.99997714  x   0.99975155  =   0.99972870
 BT2185
 BT2185|---------------------------------------------------------------------|
 BT2185| PID    Reference Object                     Distance      Geod. Az  |
 BT2185|                                                           dddmmss.s |
 BT2185| CS7037 BANKS RM 3                           26.319 METERS 11101     |
 BT2185| CY8051 BANKS RM 1                           27.885 METERS 14439     |
 BT2185| CY8052 BANKS RM 2                           30.324 METERS 24637     |
 BT2185| CY8050 BANKS AZ MK                                        2761001.7 |
 BT2185| BT2183 MEMPHIS TAMPA AIRWAY BCN 35          51.636 METERS 29139     |
 BT2185|---------------------------------------------------------------------|
 BT2185
 BT2185                          SUPERSEDED SURVEY CONTROL
 BT2185
 BT2185  NAD 83(1986)-  31 49 01.14626(N)    085 49 43.54509(W) AD(       ) 1
 BT2185  NAD 27      -  31 49 00.57600(N)    085 49 43.73500(W) AD(       ) 1
 BT2185
 BT2185.Superseded values are not recommended for survey control.
 BT2185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2185.See file dsdata.txt to determine how the superseded data were derived.
 BT2185
 BT2185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1085220747(NAD 83)
 BT2185_MARKER: DS = TRIANGULATION STATION DISK
 BT2185_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2185_STAMPING: BANKS 1943
 BT2185_MARK LOGO: CGS   
 BT2185_PROJECTION: FLUSH
 BT2185_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2185_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2185+STABILITY: SURFACE MOTION
 BT2185
 BT2185  HISTORY     - Date     Condition        Report By
 BT2185  HISTORY     - 1943     MONUMENTED       CGS
 BT2185  HISTORY     - 19820921 GOOD             NGS
 BT2185
 BT2185                          STATION DESCRIPTION
 BT2185
 BT2185'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2185'THE STATION IS 0.9 MILE, ALONG U.S. HIGHWAY 29, NE FROM THE
 BT2185'INTERSECTION OF U.S. HIGHWAY 29 AND 231 IN THE TOWN OF BANKS.
 BT2185'IT IS 22.9 FEET SE FROM THE NW CORNER OF THE BARN, 33.6 FEET
 BT2185'N FROM THE CENTER OF THE HIGHWAY, AND 44 FEET ENE FROM A SMALL
 BT2185'OAK TREE, ON THE PROPERTY OF MRS. CARY BRANTLEY.  THE DISK IS
 BT2185'STAMPED BANKS 1943 AND IS SET FLUSH WITH THE SURFACE OF THE
 BT2185'GROUND.
 BT2185'
 BT2185'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2185'DISKS SET IN CONCRETE.
 BT2185'
 BT2185'REFERENCE MARK NO. 1 IS SE OF THE STATION, ON THE N SIDE OF
 BT2185'FENCE, 23.4 FEET S FROM THE CENTER OF THE HIGHWAY, AND 8 FEET
 BT2185'E FROM THE CENTER OF THE DRIVEWAY.  IT IS STAMPED BANKS NO. 1
 BT2185'1943 AND PROJECTS ABOUT 6 INCHES.
 BT2185'
 BT2185'REFERENCE MARK NO. 2 IS SW OF THE STATION, ON THE N SIDE OF
 BT2185'THE FENCE, 24.4 FEET E OF TELEPHONE POLE 84, AND 29.3 FEET S
 BT2185'OF THE HIGHWAY.  IT IS STAMPED BANKS NO. 2 1943 AND PROJECTS
 BT2185'ABOUT 6 INCHES.
 BT2185'
 BT2185'THE AZIMUTH MARK IS 0.5 MILE BY ROAD W OF THE STATION, ON S
 BT2185'SIDE OF FENCE, 35.5 FEET NE OF THE CENTER OF THE HIGHWAY.  IT
 BT2185'IS ON THE OPPOSITE SIDE OF THE ROAD FROM THE FIRST HOUSE ON
 BT2185'THE LEFT, E OF THE STATION.  IT IS STAMPED BANKS 1943 AND
 BT2185'PROJECTS ABOUT 6 INCHES.
 BT2185'
 BT2185'A TRAVERSE CONNECTION WAS MADE TO AIRWAY BEACON NO. 35 ON THE
 BT2185'AIR ROUTE BETWEEN MEMPHIS AND TAMPA.  IT IS A REVOLVING BEACON
 BT2185'OF THE STANDARD TYPE SUPPORTED ATOP A FOUR-LEGGED STEEL STRUCTURE.
 BT2185'THERE ARE TWO RED LIGHTS THAT FLASH THE LETTER R ALONG THE
 BT2185'DIRECTION OF THE AIR COURSE.
 BT2185'
 BT2185'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION ANDERSON
 BT2185'SE BASE.
 BT2185'
 BT2185'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION MILO.
 BT2185'
 BT2185'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION ANDERSON
 BT2185'NW BASE.
 BT2185'
 BT2185'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION LOGTON.
 BT2185'
 BT2185'A 37-FOOT TOWER WILL SEE A 87-FOOT LIGHT AT STATION TROY.
 BT2185'
 BT2185'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION SEGERS.
 BT2185'
 BT2185'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION WOLF.
 BT2185'
 BT2185'A 100-FOOT LIGHT AT STATION BRUNDIDGE IS VISIBLE FROM GROUND.
 BT2185'
 BT2185'A 90-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION WEBSTER.
 BT2185'
 BT2185'A 90-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION SOLOMON.
 BT2185'
 BT2185'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BT2185
 BT2185                          STATION RECOVERY (1982)
 BT2185
 BT2185'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BT2185'THE STATION MARK AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD
 BT2185'CONDITION.  REFERENCE MARK NO 1 WAS NOT FOUND AND IS BELIEVED
 BT2185'DESTROYED.  THE AZIMUTH MARK WAS FOUND LEANING 45 DEGREES AND WAS NOT
 BT2185'VISIBLE TO THE STATION DUE TO A LARGE TREE.  THE DISK WAS RECLAIMED AT
 BT2185'THIS TIME.  NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK WAS AVAILABLE.
 BT2185'A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE. A NEW
 BT2185'DESCRIPTION FOLLOWS.  TO REACH FROM THE JUNCTION OF US HIGHWAY 29 AND
 BT2185'STATE HIGHWAY 93 IN BANKS, GO NORTHEAST ON US HIGHWAY 29 FOR 0.9 MI
 BT2185'(1.45 KM) TO THE STATION ON THE LEFT. STATION MARK IS A STANDARD CGS
 BT2185'DISK STAMPED BANKS 1943, SET IN THE TOP OF A SQUARE CONCRETE POST, 1
 BT2185'FT (0.30 M) BELOW THE SURFACE OF THE GROUND.  IT IS IN THE SOUTH EDGE
 BT2185'OF A CULTIVATED FIELD, 12.95 M (42.49 FT) WEST SOUTHWEST OF A 48 INCH
 BT2185'WATER OAK TREE, 10.36 M (33.99 FT) NORTH NORTHEAST OF THE CENTER OF
 BT2185'HIGHWAY 29, 7.32 M (24.02 FT) EAST OF A FORKED TRUNK CHINABERRY TREE,
 BT2185'AND 1.22 M (4.00 FT) NORTH NORTHEAST OF A METAL WITNESS POST AND SIGN
 BT2185'SET IN FENCELINE. REFERENCE MARK NO 2 IS A STANDARD CGS DISK, STAMPED
 BT2185'BANKS NO 2 1943, SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH WITH
 BT2185'THE GROUND.  IT IS ACROSS HIGHWAY FROM THE STATION, 19.51 M (64.01 FT)
 BT2185'EAST SOUTHEAST OF A POWER POLE, 8.81 M (28.90 FT) SOUTH SOUTHEAST OF
 BT2185'THE CENTER OF HIGHWAY 29 AND 0.30 M (0.98 FT) NORTH NORTHWEST OF A
 BT2185'METAL WITNESS POST AND SIGN. REFERENCE MARK NO 3 IS A STANDARD NGS
 BT2185'DISK, STAMPED BANKS 1943 NO 3 1982, SET IN THE TOP OF A ROUND CONCRETE
 BT2185'POST, FLUSH WITH THE GROUND. IT IS 12.40 M (40.68 FT) EAST SOUTHEAST
 BT2185'OF A 48 INCH OAK TREE, 8.23 M (27.00 FT) NORTH NORTHWEST OF THE CENTER
 BT2185'OF HIGHWAY 29, 1.31 M (4.30 FT) SOUTH SOUTHEAST OF FENCELINE, 0.58 M
 BT2185'(1.90 FT) WEST NORTHWEST OF A POWER POLE WITH METAL BOX ATTACHED, AND
 BT2185'0.49 M (1.61 FT) EAST SOUTHEAST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2129 ***********************************************************************
 BH2129  DESIGNATION -  BAR
 BH2129  PID         -  BH2129
 BH2129  STATE/COUNTY-  AL/MOBILE
 BH2129  USGS QUAD   -  HERON BAY (1982)
 BH2129
 BH2129                         *CURRENT SURVEY CONTROL
 BH2129  ___________________________________________________________________
 BH2129* NAD 83(1992)-  30 19 11.66946(N)    088 11 00.66328(W)     ADJUSTED  
 BH2129* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BH2129  ___________________________________________________________________
 BH2129  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BH2129  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BH2129
 BH2129  HORZ ORDER  -  THIRD
 BH2129
 BH2129.The horizontal coordinates were established by classical geodetic methods
 BH2129.and adjusted by the National Geodetic Survey in May 1994..
 BH2129
 BH2129.The orthometric height was scaled from a topographic map.
 BH2129
 BH2129.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2129
 BH2129.The geoid height was determined by GEOID03.
 BH2129
 BH2129;                    North         East     Units Scale Factor Converg.
 BH2129;SPC AL W     -    35,659.048   534,266.098   MT  0.99998662   -0 20 42.3
 BH2129;UTM  16      - 3,354,827.948   386,216.365   MT  0.99975972   -0 35 51.1
 BH2129
 BH2129!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2129!SPC AL W     -   1.00000440  x   0.99998662  =   0.99999102
 BH2129!UTM  16      -   1.00000440  x   0.99975972  =   0.99976412
 BH2129
 BH2129                          SUPERSEDED SURVEY CONTROL
 BH2129
 BH2129  NAD 83(1992)-  30 19 11.66971(N)    088 11 00.66322(W) AD(       ) 3
 BH2129  NAD 83(1986)-  30 19 11.69292(N)    088 11 00.66343(W) AD(       ) 3
 BH2129  NAD 27      -  30 19 10.96800(N)    088 11 00.66100(W) AD(       ) 3
 BH2129
 BH2129.Superseded values are not recommended for survey control.
 BH2129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2129.See file dsdata.txt to determine how the superseded data were derived.
 BH2129
 BH2129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8621654828(NAD 83)
 BH2129_MARKER: Z = SEE DESCRIPTION
 BH2129_SETTING: 0 = UNSPECIFIED SETTING
 BH2129_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2129
 BH2129  HISTORY     - Date     Condition        Report By
 BH2129  HISTORY     - 1910     MONUMENTED       CGS
 BH2129  HISTORY     - 1917     MARK NOT FOUND   CGS
 BH2129  HISTORY     - 1958     MARK NOT FOUND   CGS
 BH2129
 BH2129                          STATION DESCRIPTION
 BH2129
 BH2129'DESCRIBED BY COAST AND GEODETIC SURVEY 1917 (FBS)
 BH2129'STATION BAR IS LOST DUE TO THE EROSION OF THE SHORE LINE.  BOTH
 BH2129'REFERENCE MARKS WERE RECOVERED AS DESCRIBED.  THE 2- BY 4-INCH STUB
 BH2129'WAS FOUND IN GOOD CONDITION WHILE THE BOTTLE EMBEDDED IN CONCRETE WAS
 BH2129'FOUND OVERTURNED BESIDE THE HOLE WHERE IT FORMERLY WAS.  THIS
 BH2129'WAS REPLACED AND AS IT FITTED THE HOLE PERFECTLY IS PROBABLY IN ITS
 BH2129'OLD POSITION.  THE DISTANCE BETWEEN THE REFERENCE MARKS WAS
 BH2129'CHECKED.
 BH2129
 BH2129                          STATION RECOVERY (1958)
 BH2129
 BH2129'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2129'THE STATION MARK WAS REPORTED DESTROYED IN THE RECOVERY NOTE OF
 BH2129'B.T.S. IN 1917.  THE REFERENCE MARKS WERE NOT RECOVERED
 BH2129'AFTER A THOROUGH SEARCH.  THEY HAVE PROBABLY BEEN DESTROYED BY
 BH2129'EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1880 ***********************************************************************
 BU1880  DESIGNATION -  BARGENIER LOT
 BU1880  PID         -  BU1880
 BU1880  STATE/COUNTY-  AL/BUTLER
 BU1880  USGS QUAD   -  FORT DALE (1981)
 BU1880
 BU1880                         *CURRENT SURVEY CONTROL
 BU1880  ___________________________________________________________________
 BU1880* NAD 83(1992)-  31 56 24.98139(N)    086 38 37.54367(W)     ADJUSTED  
 BU1880* NAVD 88     -                                                        
 BU1880  ___________________________________________________________________
 BU1880  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 BU1880  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BU1880
 BU1880  HORZ ORDER  -  THIRD
 BU1880
 BU1880.The horizontal coordinates were established by classical geodetic methods
 BU1880.and adjusted by the National Geodetic Survey in December 1992..
 BU1880
 BU1880
 BU1880.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1880
 BU1880.The geoid height was determined by GEOID03.
 BU1880
 BU1880;                    North         East     Units Scale Factor Converg.
 BU1880;SPC AL W     -   215,421.784   680,956.951   MT  1.00001413   +0 27 10.8
 BU1880;SPC AL E     -   159,968.080   123,372.367   MT  1.00003239   -0 25 43.6
 BU1880;UTM  16      - 3,533,870.770   533,670.461   MT  0.99961398   +0 11 18.5
 BU1880
 BU1880                          SUPERSEDED SURVEY CONTROL
 BU1880
 BU1880  NAD 83(1986)-  31 56 24.99586(N)    086 38 37.53334(W) AD(       ) 4
 BU1880  NAD 27      -  31 56 24.50000(N)    086 38 37.62000(W) AD(       ) 3
 BU1880
 BU1880.Superseded values are not recommended for survey control.
 BU1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1880.See file dsdata.txt to determine how the superseded data were derived.
 BU1880
 BU1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3367033871(NAD 83)
 BU1880_MARKER: 57 = LOOKOUT TOWER
 BU1880
 BU1880  HISTORY     - Date     Condition        Report By
 BU1880  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1880
 BU1880                          STATION DESCRIPTION
 BU1880
 BU1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1880'STATION IS THE BARGANIER LOOKOUT TOWER LOCATED ABOUT 6 MILES
 BU1880'NNW OF THE CITY OF GREENVILLE, ON PROPERTY OWNED BY THE STATE
 BU1880'FOREST SERVICE.  IT IS AN ENCLOSED WOODEN CAB ATOP A FOUR-LEGGED
 BU1880'WOOD STRUCTURE ABOUT 125 FEET HIGH.  THE POINT OBSERVED ON WAS
 BU1880'THE APEX OF THE ROOF.
 BU1880'
 BU1880'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 31 AND STATE
 BU1880'HIGHWAY 10 IN THE CITY OF GREENVILLE, GO N ON U.S. HIGHWAY
 BU1880'31 FOR 8.65 MILES TO CROSSROADS AND SIGN TRUCK TRAIL E 27, TURN
 BU1880'LEFT AND GO 0.55 MILE TO LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2130 ***********************************************************************
 BU2130  DESIGNATION -  BARGENIER RESET
 BU2130  PID         -  BU2130
 BU2130  STATE/COUNTY-  AL/LOWNDES
 BU2130  USGS QUAD   -  FORT DEPOSIT (1986)
 BU2130
 BU2130                         *CURRENT SURVEY CONTROL
 BU2130  ___________________________________________________________________
 BU2130* NAD 83(1992)-  31 59 16.72398(N)    086 36 51.18818(W)     ADJUSTED  
 BU2130* NAVD 88     -       182.     (meters)     597.     (feet)  SCALED    
 BU2130  ___________________________________________________________________
 BU2130  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 BU2130  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BU2130
 BU2130  HORZ ORDER  -  FIRST
 BU2130
 BU2130.The horizontal coordinates were established by classical geodetic methods
 BU2130.and adjusted by the National Geodetic Survey in December 1992..
 BU2130
 BU2130.The orthometric height was scaled from a topographic map.
 BU2130
 BU2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2130
 BU2130.The geoid height was determined by GEOID03.
 BU2130
 BU2130;                    North         East     Units Scale Factor Converg.
 BU2130;SPC AL W     -   220,734.145   683,707.048   MT  1.00001972   +0 28 09.3
 BU2130;UTM  16      - 3,539,168.240   536,443.958   MT  0.99961638   +0 12 15.7
 BU2130
 BU2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2130!SPC AL W     -   0.99997575  x   1.00001972  =   0.99999547
 BU2130!UTM  16      -   0.99997575  x   0.99961638  =   0.99959214
 BU2130
 BU2130|---------------------------------------------------------------------|
 BU2130| PID    Reference Object                     Distance      Geod. Az  |
 BU2130|                                                           dddmmss.s |
 BU2130| CS7194 BARGENIER RM 3                       17.475 METERS 00525     |
 BU2130| CF9368 BARGENIER RM 2                       42.008 METERS 06410     |
 BU2130| BU2131 BARGENIER RM 5                       83.262 METERS 08926     |
 BU2130| CS7195 BARGENIER RM 4                       13.934 METERS 09147     |
 BU2130| BU1875 NEW ORLEANS ATLANTA AWY BCN 25      APPROX. 2.4 KM 0974809.8 |
 BU2130| BU1873 FORT DEPOSIT MUN TANK               APPROX. 3.5 KM 0984543.3 |
 BU2130| BU1880 BARGENIER LOT                       APPROX. 6.0 KM 2075019.0 |
 BU2130| CF9367 BARGENIER RM 1                       51.237 METERS 31411     |
 BU2130|---------------------------------------------------------------------|
 BU2130
 BU2130                          SUPERSEDED SURVEY CONTROL
 BU2130
 BU2130  NAD 83(1986)-  31 59 16.73230(N)    086 36 51.18230(W) AD(       ) 1
 BU2130  NAD 27      -  31 59 16.19700(N)    086 36 51.27000(W) AD(       ) 1
 BU2130
 BU2130.Superseded values are not recommended for survey control.
 BU2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2130.See file dsdata.txt to determine how the superseded data were derived.
 BU2130
 BU2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3644439168(NAD 83)
 BU2130_MARKER: DS = TRIANGULATION STATION DISK
 BU2130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2130_STAMPING: BARGENIER 1892 1933
 BU2130_MARK LOGO: CGS   
 BU2130_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU2130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU2130
 BU2130  HISTORY     - Date     Condition        Report By
 BU2130  HISTORY     - 1933     MONUMENTED       NGS
 BU2130  HISTORY     - 1933     SEE DESCRIPTION  CGS
 BU2130  HISTORY     - 1938     GOOD             CGS
 BU2130  HISTORY     - 1942     GOOD             ALGS
 BU2130  HISTORY     - 1943     GOOD             CGS
 BU2130  HISTORY     - 1944     GOOD             CGS
 BU2130  HISTORY     - 19820614 GOOD             NGS
 BU2130
 BU2130                          STATION DESCRIPTION
 BU2130
 BU2130'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BU2130'STATION RECOVERED AS DESCRIBED.  IT IS IN A COTTON FIELD.
 BU2130'
 BU2130'STATION WAS REMARKED AS FOLLOWS- THE LARGE STONE WHICH IS JUST
 BU2130'BELOW THE GROUND SURFACE WAS TOO HEAVY TO MOVE (ABOUT 1,000
 BU2130'POUNDS) SO A TRENCH WAS DUG AT RIGHT ANGLES SO THAT JUG UNDER THE
 BU2130'LARGE STONE COULD BE SEEN, AND THE DRILL HOLE TESTED BY POINTING
 BU2130'ON IT WITH THE INSTRUMENT.  IT WAS FOUND TO BE EXACTLY OVER THE
 BU2130'CENTER OF THE JUG.  NO ADDITIONAL UNDERGROUND MARK WAS PUT IN.
 BU2130'A BRONZE DISK STAMPED BARGENIER 1895 1933 WAS SET IN LARGE
 BU2130'STONE IN ORIGINAL DRILL HOLE.
 BU2130'
 BU2130'REFERENCE MARKS WERE SET AS FOLLOWS- REFERENCE MARK 1 IS AT
 BU2130'W EDGE OF FIELD.  IT IS A BRONZE DISK SET IN THE TOP OF A CONCRETE
 BU2130'POST 3-1/2 FEET IN THE GROUND AND 1 FOOT ABOVE THE GROUND, WITH
 BU2130'ARROW POINTING TOWARD STATION.  STAMPED BARGENIER 1933.  IT IS
 BU2130'51.23 METERS (167.07 FEET) DISTANT S 46 DEG 05 MIN E.
 BU2130'
 BU2130'REFERNCE MARK 2 IS ON THE N SIDE OF FIELD.  IT IS SET IN THE TOP
 BU2130'OF A CONCRETE POST 3-1/2 FEET IN THE GROUND.  IT IS 42.01 METERS
 BU2130'(137.8 FEET) DISTANT IS 63 DEG 53 MIN E.
 BU2130'
 BU2130'REFERENCE MARK 2 TO REFERENCE MARK 1 IS 76.49 METERS (250.96 FEET)
 BU2130'N 77 DEG 09 MIN W.
 BU2130'
 BU2130'WATER TANK IN FORT DEPOSIT BEARING S 81 DEG E WAS USED
 BU2130'AT THE AZIMUTH MARK.
 BU2130'
 BU2130'TO REACH STATION, GO S FROM FORT DEPOSIT 0.5 MILE U.S. HIGHWAY 31,
 BU2130'TURN RIGHT (AT POINT WHERE HARD-SURFACE HIGHWAY TURNS SHARPLY TO
 BU2130'LEFT) ON DIRT ROAD GOING ABOUT W, FOLLOW THIS ROAD FOR 2.3 MILES
 BU2130'TO FOOT OF HILL.  TRUCK CAN BE TAKEN TO FOOT OF HILL ON THE
 BU2130'NW SIDE ONLY A SHORT DISTANCE FROM STATION, BUT IN WET
 BU2130'WEATHER IT WILL BE BETTER TO LEAVE TRUCK AT THE WILLIS HOME
 BU2130'WHICH IS THE LAST HOUSE TOWARDS THE HILL FROM FORT DEPOSIT.
 BU2130
 BU2130                          STATION RECOVERY (1938)
 BU2130
 BU2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (EBP)
 BU2130'RECOVERED AS RE-MARKED IN 1933.
 BU2130
 BU2130                          STATION RECOVERY (1942)
 BU2130
 BU2130'RECOVERY NOTE BY ALABAMA GEODETIC SURVEY 1942
 BU2130'277 DEG 47 MIN 47.3 SEC IS THE OBSERVED AZIMUTH, BY POLARIS,
 BU2130'FROM THE STATION BARGENIER TO AIRWAY BEACON IN FORT DEPOSIT.
 BU2130
 BU2130                          STATION RECOVERY (1943)
 BU2130
 BU2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BU2130'STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED BY E.R.M. IN
 BU2130'1933 AND IN GOOD CONDITION.
 BU2130'
 BU2130'DISTANCE TO REFERENCE MARK 1 MEASURES 167.89 FEET INSTEAD OF
 BU2130'167.07 FEET.
 BU2130'
 BU2130'STATION IS LOCATED ON PROPERTY OWNED BY E.L. BARGENIER, ON THE
 BU2130'SUMMIT OF A CULTIVATED HILL.  THE MARK IS SET IN THE TOP OF A
 BU2130'BURIED LIMESTONE BOULDER THAT IS FLUSH WITH THE SURFACE OF THE
 BU2130'GROUND WITH ABOUT 1 BY 1 FOOT EXPOSED SURFACE.
 BU2130'
 BU2130'REFERENCE MARK 1 IS STAMPED 1 BARGENIER 1933 AND PROJECTS ABOUT
 BU2130'18 INCHES.
 BU2130'
 BU2130'REFERENCE MARK 2 IS NE OF THE STATION.  IT IS STAMPED 2 BARGENIER
 BU2130'1933 AND PROJECTS ABOUT 12 INCHES.
 BU2130'
 BU2130'THE FORT DEPOSIT MUNICIPAL WATER TANK IS USED AS THE AZIMUTH MARK.
 BU2130'IT IS A SQUAT BOWL ATOP A FOUR-LEGGED STEEL STRUCTURE ABOUT
 BU2130'100 FEET HIGH PAINTED AN ALUMINUM COLOR.  IT IS LOCATED IN
 BU2130'THE SE EDGE OF TOWN, ABOUT 75 FEET S OF A MACADAM ROAD.  TO REACH
 BU2130'FROM THE MOST S RAILROAD CROSSING IN FORT DEPOSIT, GO E ON
 BU2130'MACADAM ROAD FOR 0.1 MILE TO TANK ON RIGHT.
 BU2130'
 BU2130'A 60-FOOT LIGHT AT STATION MOUNT CARMEL 1892 IS V.G.
 BU2130'
 BU2130'A 100-FOOT LIGHT AT STATION HONORA IS V.G.
 BU2130'
 BU2130'A 6-FOOT LIGHT A STATION LOVERS LEAP 1892 IS V.G.
 BU2130
 BU2130                          STATION RECOVERY (1944)
 BU2130
 BU2130'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU2130'STATION RECOVERED AS DESCRIBED IN 1943.
 BU2130
 BU2130                          STATION RECOVERY (1982)
 BU2130
 BU2130'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BU2130'THE STATION MARK WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO
 BU2130'1 AND NO 2 WERE FOUND LEANING ABOUT 45 DEGREES.  THE WATER TANK USED
 BU2130'AS AN AZIMUTH IS NOT VISIBLE FROM THE STATION.  REFERENCE MARKS NO 1
 BU2130'AND NO 2 WERE RESET IN NEW LOCATIONS AS REFERENCE MARKS NO 3 AND NO 4
 BU2130'AND A NEW REFERENCE MARK NO 5 WAS ESTABLISHED AND CAN BE USED AS A
 BU2130'SHORT AZIMUTH, AS NO SUITABLE LOCATION FOR AN AZIMUTH MARK WAS
 BU2130'AVAILABLE.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT
 BU2130'2.25 MI (3.62 KM) WEST OF FORT DEPOSIT, IN THE SOUTHEAST CORNER OF
 BU2130'SECTION 25, T 12 N, R 14 E, ON THE HIGHEST PART OF BARGENIER HILL. TO
 BU2130'REACH FROM THE POST OFFICE IN FORT DEPOSIT, GO WEST ON STATE HIGHWAY
 BU2130'185 FOR 1.15 MI (1.85 KM) TO A SIDE ROAD ON THE RIGHT, TURN RIGHT AND
 BU2130'CONTINUE WEST FOR 1.15 MI (1.85 KM) TO A GAP IN FENCE AND WOODS ROAD
 BU2130'ON THE RIGHT, TURN RIGHT THRU GAP AND FOLLOW DIM WOODS ROAD UPHILL FOR
 BU2130'0.15 MI (0.24 KM) TO HIGHEST POINT AND STATION. STATION MARK IS A CGS
 BU2130'DISK, STAMPED BARGENIER 1892 1933, SET IN A DRILL HOLE IN AN IRREGULAR
 BU2130'SHAPED BOULDER AND ABOUT FLUSH WITH THE GROUND.  IT IS ON HIGHEST
 BU2130'POINT OF HILL, 8.8 M (28.87 FT) SOUTHWEST OF THE CENTER OF DIM WOODS
 BU2130'ROAD AND 0.36 M (1.18 FT) NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BU2130'REFERENCE MARK NO 3 IS A STANDARD CGS DISK, STAMPED BARGENIER NO 3
 BU2130'1933 1982, SET IN A SQUARE CONCRETE POST AND PROJECTING 6 INCHES.  IT
 BU2130'IS 3.0 M (9.84 FT) NORTHEAST OF THE CENTER OF DIM WOODS ROAD, 2.1 M
 BU2130'(6.89 FT) NORTH OF A 6 INCH SWEET GUM TREE AND 0.30 M (0.98 FT) SOUTH
 BU2130'OF A METAL WITNESS POST AND SIGN. REFERENCE MARK NO 4 IS A STANDARD
 BU2130'CGS DISK, STAMPED BARGENIER NO 4 1933 1982, SET IN THE TOP OF A SQUARE
 BU2130'CONCRETE POST AND PROJECTING 6 INCHES.  IT IS 4.9 M (16.08 FT) EAST
 BU2130'NORTHEAST OF A 6 INCH SWEET GUM TREE, 2.4 M (7.87 FT) SOUTHEAST OF THE
 BU2130'CENTER OF DIM WOODS ROAD AND 0.30 M (0.98 FT) WEST-SOUTHWEST OF A
 BU2130'METAL WITNESS POST AND SIGN. REFERENCE MARK NO 5 IS A STANDARD NGS
 BU2130'DISK, STAMPED BARGENIER 1892 NO 5 1982, SET IN THE TOP OF A ROUND
 BU2130'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS AT THE SOUTH EDGE OF A
 BU2130'SMALL MOUND OF DIRT, 83.26 M (273.16 FT) EAST OF THE STATION, 7.9 M
 BU2130'(25.92 FT) NORTH NORTHWEST OF A 15 FT (4.57 M) CUT-BANK, 5.9 M (19.36
 BU2130'FT) NORTH NORTHEAST OF A 6 INCH OAK TREE AND 0.30 M (0.98 FT) WEST OF
 BU2130'A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2131 ***********************************************************************
 BU2131  DESIGNATION -  BARGENIER RM 5
 BU2131  PID         -  BU2131
 BU2131  STATE/COUNTY-  AL/LOWNDES
 BU2131  USGS QUAD   -  FORT DEPOSIT (1986)
 BU2131
 BU2131                         *CURRENT SURVEY CONTROL
 BU2131  ___________________________________________________________________
 BU2131* NAD 83(1992)-  31 59 16.75081(N)    086 36 48.01662(W)     ADJUSTED  
 BU2131* NAVD 88     -       180.     (meters)     591.     (feet)  SCALED    
 BU2131  ___________________________________________________________________
 BU2131  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 BU2131  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BU2131
 BU2131  HORZ ORDER  -  THIRD
 BU2131
 BU2131.The horizontal coordinates were established by classical geodetic methods
 BU2131.and adjusted by the National Geodetic Survey in December 1992..
 BU2131.No horizontal observational check was made to the station.
 BU2131
 BU2131.The orthometric height was scaled from a topographic map.
 BU2131
 BU2131.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2131
 BU2131.The geoid height was determined by GEOID03.
 BU2131
 BU2131;                    North         East     Units Scale Factor Converg.
 BU2131;SPC AL W     -   220,735.654   683,790.298   MT  1.00001989   +0 28 11.0
 BU2131;UTM  16      - 3,539,169.363   536,527.181   MT  0.99961645   +0 12 17.4
 BU2131
 BU2131!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2131!SPC AL W     -   0.99997601  x   1.00001989  =   0.99999590
 BU2131!UTM  16      -   0.99997601  x   0.99961645  =   0.99959247
 BU2131
 BU2131                          SUPERSEDED SURVEY CONTROL
 BU2131
 BU2131  NAD 83(1986)-  31 59 16.75913(N)    086 36 48.01073(W) AD(       ) 3
 BU2131
 BU2131.Superseded values are not recommended for survey control.
 BU2131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2131.See file dsdata.txt to determine how the superseded data were derived.
 BU2131
 BU2131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3652739169(NAD 83)
 BU2131_MARKER: DR = REFERENCE MARK DISK
 BU2131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2131_STAMPING: BARGENIER 1892 NO 5 1982
 BU2131_MARK LOGO: NGS   
 BU2131_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU2131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2131+STABILITY: SURFACE MOTION
 BU2131
 BU2131  HISTORY     - Date     Condition        Report By
 BU2131  HISTORY     - 1982     MONUMENTED       NGS
 BU2131
 BU2131                          STATION DESCRIPTION
 BU2131
 BU2131'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BU2131'THE MARK IS LOCATED ABOUT 2.25 MI (3.62 KM) WEST OF FORT DEPOSIT, IN
 BU2131'SECTION 25, T 12 N, R 14 E, ON BARGENIER HILL.  TO REACH FROM THE POST
 BU2131'OFFICE IN FORT DEPOSIT, GO WEST ON STATE HWY 185 FOR 1.15 MI (1.85 KM)
 BU2131'TO A SIDEROAD ON RIGHT, TURN RIGHT GO WEST 1.15 MI (1.85 KM) TO A GAP
 BU2131'IN FENCE AND DIM WOODS ROAD ON THE RIGHT, TURN RIGHT AND FOLLOW DIM
 BU2131'WOODS ROAD UPHILL FOR 0.15 MI (0.24 KM) TO TOP. THE MARK IS 273 FT
 BU2131'(83.21 M) EAST OF HIGHEST GROUND.  REFERENCE MARK NO 5 IS A STANDARD
 BU2131'NGS DISK, STAMPED BARGENIER 1892 NO 5 1982, SET IN THE TOP OF A ROUND
 BU2131'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 83.26 M (273.16 FT) EAST
 BU2131'OF STATION BARGENIER 1892 1933, 7.9 M (25.92 FT) NORTH NORTHWEST OF A
 BU2131'15 FT (4.57 M) CUT BANK, 5.9 M (19.36 FT) NORTH NORTHEAST OF A 6 INCH
 BU2131'OAK TREE, 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND SIGN, AT
 BU2131'EDGE OF A SMALL MOUND OF DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1549 ***********************************************************************
 EF1549  DESIGNATION -  BARKLEY
 EF1549  PID         -  EF1549
 EF1549  STATE/COUNTY-  AL/FRANKLIN
 EF1549  USGS QUAD   -  NEWBURG (1945)
 EF1549
 EF1549                         *CURRENT SURVEY CONTROL
 EF1549  ___________________________________________________________________
 EF1549* NAD 83(1992)-  34 23 02.44248(N)    087 34 33.49364(W)     ADJUSTED  
 EF1549* NAVD 88     -       325.     (meters)    1066.     (feet)  SCALED    
 EF1549  ___________________________________________________________________
 EF1549  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 EF1549  GEOID HEIGHT-         -26.35  (meters)                     GEOID03
 EF1549
 EF1549  HORZ ORDER  -  FIRST
 EF1549
 EF1549.The horizontal coordinates were established by classical geodetic methods
 EF1549.and adjusted by the National Geodetic Survey in December 1992..
 EF1549
 EF1549.The orthometric height was scaled from a topographic map.
 EF1549
 EF1549.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1549
 EF1549.The geoid height was determined by GEOID03.
 EF1549
 EF1549;                    North         East     Units Scale Factor Converg.
 EF1549;SPC AL W     -   486,115.090   593,013.691   MT  0.99993393   -0 02 34.5
 EF1549;UTM  16      - 3,804,886.080   447,050.594   MT  0.99963456   -0 19 31.0
 EF1549
 EF1549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1549!SPC AL W     -   0.99995311  x   0.99993393  =   0.99988705
 EF1549!UTM  16      -   0.99995311  x   0.99963456  =   0.99958769
 EF1549
 EF1549|---------------------------------------------------------------------|
 EF1549| PID    Reference Object                     Distance      Geod. Az  |
 EF1549|                                                           dddmmss.s |
 EF1549| EF1550 TT 2 D                              134.371 METERS 10546     |
 EF1549| CG5528 BARKLEY AZ MK                                      1071731.4 |
 EF1549| CG5529 BARKLEY RM 1                         20.821 METERS 26435     |
 EF1549| CG5530 BARKLEY RM 2                         20.764 METERS 35743     |
 EF1549|---------------------------------------------------------------------|
 EF1549
 EF1549                          SUPERSEDED SURVEY CONTROL
 EF1549
 EF1549  NAD 83(1986)-  34 23 02.45128(N)    087 34 33.49149(W) AD(       ) 1
 EF1549  NAD 27      -  34 23 02.10300(N)    087 34 33.40000(W) AD(       ) 1
 EF1549
 EF1549.Superseded values are not recommended for survey control.
 EF1549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1549.See file dsdata.txt to determine how the superseded data were derived.
 EF1549
 EF1549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4705104886(NAD 83)
 EF1549_MARKER: DS = TRIANGULATION STATION DISK
 EF1549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1549
 EF1549  HISTORY     - Date     Condition        Report By
 EF1549  HISTORY     - 1939     MONUMENTED       CGS
 EF1549  HISTORY     - 1950     GOOD             TVA
 EF1549
 EF1549                          STATION DESCRIPTION
 EF1549
 EF1549'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 EF1549'STATION IS LOCATED ON THE EDGE OF A CLEARED FIELD ABOUT 0.3 MILE NW
 EF1549'OF UNION SCHOOL, IN THE SW 1/4 OF SEC. 3, T 8 S, R 10 W, ON PROPERTY
 EF1549'OWNED BY IRA BARKLEY, MARK IS A STANDARD BRONZE DISK SET IN
 EF1549'CONCRETE, PROJECTS 6 INCHES, IS 45 FEET N OF A 12-INCH GUM TREE, AND
 EF1549'40 FEET W OF THE CENTER OF A DIRT ROAD.
 EF1549'
 EF1549'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EF1549'BRONZE DISKS SET IN CONCRETE.
 EF1549'
 EF1549'REFERENCE MARK NO. 1 IS W OF STATION AND PROJECTS 6 INCHES.
 EF1549'REFERENCE MARK NO. 2 IS N OF STATION, PROJECTS 6 INCHES, IS 17 FEET W
 EF1549'OF THE CENTER OF A DIRT ROAD.
 EF1549'
 EF1549'AZIMUTH MARK IS APPROXIMATELY 0.6 MILE E OF STATION, ON THE N SIDE OF
 EF1549'A DIRT ROAD ON PROPERTY OWNED BY JESSE YOCUM, IN 8- BY 8-INCH
 EF1549'CONCRETE BLOCK, AND PROJECTS 6 INCHES, 13 FEET ENE OF THE CENTER OF A
 EF1549'DIRT ROAD, 54 FEET NE OF THE NE CORNER OF THE HOUSE OWNED BY
 EF1549'JESSE YOCUM, AND 12 FEET S OF A 10-INCH PLUM TREE.  TO REACH
 EF1549'AZIMUTH MARK FROM STATION, GO N ON DIRT ROAD FOR 0.05 MILE TO A
 EF1549'DIRT ROAD SHARP TO THE R, TURN R AND GO ABOUT 0.6 MILE TO THE HOME
 EF1549'OF JESSE YOCUM AND AZIMUTH MARK ON THE N SIDE OF ROAD.
 EF1549'
 EF1549'TO REACH THE STATION FROM FORKVILLE, GO N (FROM THE JUNCTION OF ALA.
 EF1549'5 AND BYLER ROAD) ON BYLER ROAD FOR 4.85 MILES TO FORKS, TAKE THE L
 EF1549'FORK AND GO 2.3 MILES TO A CROSS ROAD AT THE ORANGE CHURCH, KEEP
 EF1549'STRAIGHT AHEAD AND GO 2.1 MILES TO THE UNION SCHOOLHOUSE ON THE L,
 EF1549'CONTINUE FOR 0.2 MILE TO A FORKS, TAKE THE L FORK AND GO 0.1 MILE TO
 EF1549'THE STATION ON THE L SIDE OF ROAD.
 EF1549'
 EF1549'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 EF1549
 EF1549                          STATION RECOVERY (1950)
 EF1549
 EF1549'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (DLS)
 EF1549'STATION RECOVERED IN GOOD CONDITION.  IT IS 0.3 MILE NW OF UNION
 EF1549'SCHOOL.  MARK IS STAMPED BARKLEY.  MARK SET 2 FEET N.
 EF1549'
 EF1549'R.M. 1 - MARKER SET 2 FEET W.  MARK IS IN GOOD CONDITION.
 EF1549'
 EF1549'R.M. 2 - MARKER SET 2 FEET N.  MARK IS IN GOOD CONDITION.
 EF1549'
 EF1549'AZIMUTH MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2570 ***********************************************************************
 DH2570  DESIGNATION -  BARNES
 DH2570  PID         -  DH2570
 DH2570  STATE/COUNTY-  AL/TUSCALOOSA
 DH2570  USGS QUAD   -  WINDHAM SPRINGS (1974)
 DH2570
 DH2570                         *CURRENT SURVEY CONTROL
 DH2570  ___________________________________________________________________
 DH2570* NAD 83(1992)-  33 23 06.98508(N)    087 26 26.76280(W)     ADJUSTED  
 DH2570* NAVD 88     -       192.     (meters)     630.     (feet)  SCALED    
 DH2570  ___________________________________________________________________
 DH2570  LAPLACE CORR-          -1.76  (seconds)                    DEFLEC99
 DH2570  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DH2570
 DH2570  HORZ ORDER  -  FIRST
 DH2570
 DH2570.The horizontal coordinates were established by classical geodetic methods
 DH2570.and adjusted by the National Geodetic Survey in December 1992..
 DH2570
 DH2570.The orthometric height was scaled from a topographic map.
 DH2570
 DH2570.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2570
 DH2570.The geoid height was determined by GEOID03.
 DH2570
 DH2570;                    North         East     Units Scale Factor Converg.
 DH2570;SPC AL W     -   375,341.075   605,510.922   MT  0.99993371   +0 01 57.3
 DH2570;UTM  16      - 3,694,086.507   459,005.065   MT  0.99962072   -0 14 33.2
 DH2570
 DH2570!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2570!SPC AL W     -   0.99997436  x   0.99993371  =   0.99990807
 DH2570!UTM  16      -   0.99997436  x   0.99962072  =   0.99959509
 DH2570
 DH2570|---------------------------------------------------------------------|
 DH2570| PID    Reference Object                     Distance      Geod. Az  |
 DH2570|                                                           dddmmss.s |
 DH2570| CF9371 BARNES RM 1                          25.480 METERS 05213     |
 DH2570| CF9369 BARNES AZ MK                                       1284301.2 |
 DH2570| CF9372 BARNES RM 2                          21.090 METERS 15110     |
 DH2570|---------------------------------------------------------------------|
 DH2570
 DH2570                          SUPERSEDED SURVEY CONTROL
 DH2570
 DH2570  NAD 83(1986)-  33 23 06.99025(N)    087 26 26.76509(W) AD(       ) 1
 DH2570  NAD 27      -  33 23 06.57960(N)    087 26 26.75589(W) AD(       ) 1
 DH2570
 DH2570.Superseded values are not recommended for survey control.
 DH2570.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2570.See file dsdata.txt to determine how the superseded data were derived.
 DH2570
 DH2570_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5900594087(NAD 83)
 DH2570_MARKER: DS = TRIANGULATION STATION DISK
 DH2570_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2570
 DH2570  HISTORY     - Date     Condition        Report By
 DH2570  HISTORY     - 1939     MONUMENTED       CGS
 DH2570  HISTORY     - 1967     GOOD             USGS
 DH2570
 DH2570                          STATION DESCRIPTION
 DH2570
 DH2570'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DH2570'ON A BARE HILL ON PROPERTY OWNED BY LIGE HOWELL, IN THE SE 1/4
 DH2570'OF SEC. 14, T. 19, S., R. 9 W., ABOUT 10 MILES NORTHEAST OF
 DH2570'NORTHPORT, STAMPED BARNES 1939, AND PROJECTS 8 INCHES.
 DH2570'
 DH2570'TO REACH STATION FROM THE JUNCTION OF HIGHWAYS 6 AND 13 IN
 DH2570'NORTHPORT, GO NORTH ON HIGHWAY 13 FOR 0.3 MILE TO A ROAD TO THE
 DH2570'RIGHT, TURN RIGHT AND GO 9.35 MILES TO A SCHOOLHOUSE AT A
 DH2570'CROSSROADS, CONTINUE ON MAIN ROAD FOR 5.9 MILES TO A ROAD TO
 DH2570'THE LEFT, TURN LEFT AND GO 0.1 MILE TO A TRIANGULAR BLAZED TREE
 DH2570'ON THE NORTH SIDE OF THE ROAD, TURN RIGHT AND FOLLOW BLAZED
 DH2570'TRAIL TO THE TOP OF HILL AND STATION.
 DH2570'
 DH2570'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DH2570'BRONZE DISKS SET IN CONCRETE.
 DH2570'
 DH2570'REFERENCE MARK NO. 1 IS NORTHEAST OF STATION, STAMPED BARNES
 DH2570'NO. 1 1939, AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS
 DH2570'SOUTH OF STATION, STAMPED BARNES NO. 2 1939, AND PROJECTS 8
 DH2570'INCHES.
 DH2570'
 DH2570'AZIMUTH MARK IS LOCATED ON A TRIANGULAR STRIP OF GROUND ABOUT
 DH2570'0.3 MILE SOUTH OF STATION, AND ABOUT 0.05 MILE SOUTH OF HOUSE
 DH2570'OWNED BY LIGE HOWELL, 23 FEET EAST OF A 20-INCH PINE TREE AND 22
 DH2570'FEET SOUTH OF A 12-INCH GUM TREE, 16 FEET WEST OF THE CENTER
 DH2570'LINE OF A DIRT ROAD, AND PROJECTS 10 INCHES.
 DH2570'
 DH2570'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DH2570
 DH2570                          STATION RECOVERY (1967)
 DH2570
 DH2570'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DH2570'STATION AND AZIMUTH MARKS FOUND IN GOOD CONDITION.
 DH2570'
 DH2570'TO REACH FROM HWYS 69, 32 AND U.S. 82 AT 4-WAY STOP IN NORTHPORT,
 DH2570'GO E ON 82 FOR 1.3 MILES TO CROSS ROAD, TURN LEFT FOR 13.5 MILES
 DH2570'(PASSING PARTLOW STATE SCHOOL ON RIGHT) TO CROSS ROAD.  FROM
 DH2570'HERE TO REACH THE AZIMUTH MARK TURN RIGHT ON GRAVEL ROAD FOR
 DH2570'200 FEET TO T-ROAD, 110 FEET S OF CENTERLINE OF T-ROAD
 DH2570'INTERSECTION, AND 10 FEET W OF N-S ROAD PROJECTING 1-1/2 FEET.
 DH2570'CONTINUE STRAIGHT FROM CROSS ROAD FOR 0.2 MILE TO WOODS
 DH2570'ROAD LEFT FOR ABOUT 200 FEET TO STATION.  A STANDARD
 DH2570'WITNESS POST WAS ERECTED.
 DH2570'
 DH2570'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10 MILES NE
 DH2570'OF NORTHPORT
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2030 ***********************************************************************
 BU2030  DESIGNATION -  BARNETT RESET
 BU2030  PID         -  BU2030
 BU2030  STATE/COUNTY-  AL/ESCAMBIA
 BU2030  USGS QUAD   -  BARNETT CROSSROADS (1986)
 BU2030
 BU2030                         *CURRENT SURVEY CONTROL
 BU2030  ___________________________________________________________________
 BU2030* NAD 83(1992)-  31 13 16.57742(N)    087 18 16.53676(W)     ADJUSTED  
 BU2030* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 BU2030  ___________________________________________________________________
 BU2030  X           -     256,734.993 (meters)                     COMP
 BU2030  Y           -  -5,453,343.928 (meters)                     COMP
 BU2030  Z           -   3,286,939.254 (meters)                     COMP
 BU2030  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 BU2030  ELLIP HEIGHT-          80.22  (meters)          (07/29/02) GPS OBS
 BU2030  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BU2030
 BU2030  HORZ ORDER  -  FIRST
 BU2030  ELLP ORDER  -  FOURTH    CLASS I
 BU2030
 BU2030.The horizontal coordinates were established by GPS observations
 BU2030.and adjusted by the National Geodetic Survey in December 1992..
 BU2030
 BU2030.The orthometric height was scaled from a topographic map.
 BU2030
 BU2030.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2030
 BU2030.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2030
 BU2030.The ellipsoidal height was determined by GPS observations
 BU2030.and is referenced to NAD 83.
 BU2030
 BU2030.The geoid height was determined by GEOID03.
 BU2030
 BU2030;                    North         East     Units Scale Factor Converg.
 BU2030;SPC AL W     -   135,401.030   618,617.694   MT  0.99993761   +0 06 04.6
 BU2030;UTM  16      - 3,454,164.767   470,988.950   MT  0.99961038   -0 09 28.4
 BU2030
 BU2030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2030!SPC AL W     -   0.99998740  x   0.99993761  =   0.99992501
 BU2030!UTM  16      -   0.99998740  x   0.99961038  =   0.99959779
 BU2030
 BU2030|---------------------------------------------------------------------|
 BU2030| PID    Reference Object                     Distance      Geod. Az  |
 BU2030|                                                           dddmmss.s |
 BU2030| CF9373 BARNETT RM 1                         43.547 METERS 07837     |
 BU2030| BU1927 WALLACE LOT                         APPROX.10.7 KM 0832655.0 |
 BU2030| BU1935 AB 11                               360.046 METERS 11126     |
 BU2030| CF9262 291                                                1120926.9 |
 BU2030| CF9374 BARNETT RM 3                         19.208 METERS 15852     |
 BU2030| BU1933 290                                  30.594 METERS 33441     |
 BU2030|---------------------------------------------------------------------|
 BU2030
 BU2030                          SUPERSEDED SURVEY CONTROL
 BU2030
 BU2030  ELLIP H (12/04/92)   80.34   (m)                       GP(       ) 4 1
 BU2030  NAD 83(1986)-  31 13 16.58395(N)    087 18 16.53691(W) AD(       ) 1
 BU2030  NAD 83(1986)-  31 13 16.58964(N)    087 18 16.53826(W) AD(       ) 2
 BU2030  NAD 27      -  31 13 15.96800(N)    087 18 16.62200(W) AD(       ) 2
 BU2030
 BU2030.Superseded values are not recommended for survey control.
 BU2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2030.See file dsdata.txt to determine how the superseded data were derived.
 BU2030
 BU2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7098954165(NAD 83)
 BU2030_MARKER: DS = TRIANGULATION STATION DISK
 BU2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2030_SP_SET: CONCRETE POST
 BU2030_STAMPING: BARNETT 1944 1965
 BU2030_MARK LOGO: CGS   
 BU2030_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2030+STABILITY: SURFACE MOTION
 BU2030_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2030+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1995
 BU2030
 BU2030  HISTORY     - Date     Condition        Report By
 BU2030  HISTORY     - 1980     MONUMENTED       CGS
 BU2030  HISTORY     - 1965     GOOD             CGS
 BU2030  HISTORY     - 1979     GOOD             NGS
 BU2030  HISTORY     - 19890623 GOOD             ALHD
 BU2030  HISTORY     - 19901123 GOOD             ALHD
 BU2030  HISTORY     - 19910823 GOOD             ALHD
 BU2030  HISTORY     - 19920403 GOOD
 BU2030  HISTORY     - 19940310 GOOD             ALHD
 BU2030  HISTORY     - 19950328 GOOD             ALHD
 BU2030
 BU2030                          STATION DESCRIPTION
 BU2030
 BU2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1965 (AKH)
 BU2030'THE STATION WAS VISITED AND THE AZIMUTH MARK AND REFERENCE
 BU2030'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  THE STATION WAS
 BU2030'FOUND DISTURBED.  THE MARK WAS REMOVED FROM THE GROUND AND
 BU2030'REPLUMBED OVER THE UNDERGROUND DISK.  REFERENCE MARK NO. 3 WAS
 BU2030'ESTABLISHED AT THIS DATE.  290 (ALA. GEOD. S.) WAS NOT
 BU2030'FOUND AT THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 BU2030'
 BU2030'THE STATION IS LOCATED ABOUT 6 MILES WEST OF WALLACE, AT
 BU2030'BARNETTS CROSSROADS, IN THE ASPHALT PARKING AREA IN FRONT OF
 BU2030'BARNETTS STORE.  IT IS 67 FEET SOUTHEAST OF THE CENTER OF THE
 BU2030'CROSSROADS, 55 FEET EAST OF THE CENTER OF THE NORTH-SOUTH ROAD,
 BU2030'45 FEET SOUTH OF THE EAST-WEST ROAD, 111 FEET NORTH OF THE
 BU2030'NORTHEAST CORNER OF THE BARNETTS STORE, AND 62 FEET NORTHWEST OF
 BU2030'A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED BARNETT
 BU2030'1944 1965, FLUSH WITH THE ASPHALT PARKING AREA.
 BU2030'
 BU2030'REFERENCE MARK NO. 1 IS 142.92 FEET EAST-NORTHEAST OF THE STATION,
 BU2030'39 FEET NORTH OF THE CENTER OF THE BLACK TOP ROAD, 157 FEET
 BU2030'EAST OF THE CENTER OF THE NORTH SOUTH ROAD, 5 FEET EAST OF A
 BU2030'FENCE CORNER, 8.5 FEET EAST OF A RIGHT-OF-WAY POST NO. 261 PLUS
 BU2030'18, 3 FEET NORTH OF A FENCE LINE, AND 70 FEET WEST OF A 3-FOOT
 BU2030'LIVE OAK TREE.  IT IS A STANDARD DISK STAMPED BARNETT NO 1
 BU2030'1944, PROJECTING 6 INCHES.
 BU2030'
 BU2030'REFERENCE MARK NO. 3 IS 63.03 FEET SOUTHEAST OF THE STAION,
 BU2030'90 FEET SOUTH OF AN EAST-WEST ROAD, 107 FEET EAST OF THE
 BU2030'NORTH-SOUTH ROAD, 79 FEET EAST-NORTHEAST OF THE NORTHEAST
 BU2030'CORNER OF BARNETTS STORE, AND 1 FOOT SOUTHWEST OF A METAL
 BU2030'WITNESS POST.  IT IS A STANDARD DISK, STAMPED BARNETT NO
 BU2030'3 1944 1965, PROJECTING 4 INCHES.
 BU2030'
 BU2030'291 (ALA. GEOD. S.) SERVES AS THE AZIMUTH MARK FOR THIS STATION.
 BU2030'IT IS 0.25 MILE EAST OF THE STATION, 64 FEET SOUTH OF THE CENTER
 BU2030'OF THE ROAD, 50 FEET NORTHEAST OF THE NORTHEAST CORNER OF A FARM
 BU2030'HOUSE, 90 FEET EAST OF THE DRIVEWAY TO THE FARM HOUSE, AND 106
 BU2030'FEET WEST-NORTHWEST OF THE NORTH WEST CORNER OF A BRICK HOUSE.
 BU2030'IT IS A STANDARD STATE GEODETIC SURVEY DISK, STAMPED 291 1944, 6
 BU2030'INCHES BELOW THE SURFACE OF THE GROUND.
 BU2030'
 BU2030'TO REACH THE STATION FROM THE RAILROAD CROSSING AT WALLACE GO WEST
 BU2030'ON BLACK TOP ROAD FOR 5.7 MILES TO THE AZIMUTH MARK ON THE LEFT,
 BU2030'CONTINUE WEST FOR 0.25 MILE TO A CROSSROADS AND THE STATION ON THE
 BU2030'LEFT.
 BU2030
 BU2030                          STATION RECOVERY (1979)
 BU2030
 BU2030'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BU2030'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS DESCRIBED IN THE 1965
 BU2030'DESCRIPTION.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION DUE TO
 BU2030'TREES.  A TIE WAS MADE TO ALABAMA HIGHWAY DEPARTMENT STATION AB 11
 BU2030'1979 AT THIS DATE AND CAN BE USED AS AN AZIMUTH MARK.
 BU2030'
 BU2030'AB 11 1979 IS AN AL. HWY. DEPT. DISK STAMPED---AB 11 1979---SET IN
 BU2030'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 67 FEET
 BU2030'NORTHWEST OF A POWER POLE, 110 FEET NORTH-NORTHWEST OF THE NORTHWEST
 BU2030'CORNER OF A WHITE HOUSE, 37.7 FEET SOUTH-SOUTHWEST OF THE CENTER OF
 BU2030'PAVED ROAD, 24 FEET EAST OF THE CENTER OF FIELD ROAD, 51.3 FEET NORTH
 BU2030'NORTHWEST OF A 40 INCH PECAN TREE AND 11 FEET SOUTH SOUTHEAST OF THE
 BU2030'SOUTH END OF CONCRETE HEADWALL OF CULVERT.
 BU2030'
 BU2030'TO REACH FROM THE STATION GO EASTERLY ON PAVED ROAD FOR 0.22 MILE TO
 BU2030'HOUSE AND MARK ON THE RIGHT.
 BU2030'
 BU2030'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 BU2030'STATE HIGHWAY 113, GO NORTHERLY ON STATE HIGHWAY 113 FOR 1.3 MILES TO
 BU2030'A CROSSROAD AND STATION AS DESCRIBED IN 1965 DESCRIPTION.
 BU2030
 BU2030                          STATION RECOVERY (1989)
 BU2030
 BU2030'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU2030'THE STATION IS LOCATED IN A PAVED PARKING AREA IN THE SOUTHWEST
 BU2030'QUADRANT OF THE INTERSECTION OF ESCAMBIA COUNTY ROAD NO. 17 AND
 BU2030'ESCAMBIA COUNTY ROAD NO. 40, ABOUT 28.32 KM (17.60 MI) NORTHEAST OF
 BU2030'ATMORE AND ABOUT 25.75 KM (16.00 MI) NORTHWEST OF BREWTON.
 BU2030'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE ALABAMA
 BU2030'113 OVERPASS AT EXIT 69 ON I-65, GO NORTH ON ESCAMBIA COUNTY ROAD NO.
 BU2030'17 FOR 2.17 KM (1.35 MI) TO A PAVED CROSSROAD AND THE STATION ON THE
 BU2030'RIGHT IN THE PAVED PARKING AREA.
 BU2030'THE STATION IS 16.46 M (54.0 FT) SOUTHEAST OF THE CENTERLINE OF
 BU2030'ESCAMBIA COUNTY ROAD NO. 17, 13.50 M (44.3 FT) SOUTH-SOUTHWEST OF THE
 BU2030'CENTERLINE OF ESCAMBIA COUNTY ROAD NO. 40, 18.96 M (62.2 FT) SOUTHEAST
 BU2030'OF THE CENTER OF THE INTERSECTION, AND 29.63 M (97.2 FT)
 BU2030'EAST-SOUTHEAST OF JUNCTION POWER POLE NO. 45 ACROSS ESCAMBIA COUNTY
 BU2030'ROAD NO. 17.
 BU2030
 BU2030                          STATION RECOVERY (1990)
 BU2030
 BU2030'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2030'THE STATION IS LOCATED IN A PAVED PARKING AREA IN THE SOUTHWEST
 BU2030'QUADRANT OF THE INTERSECTION OF ESCAMBIA COUNTY ROAD NO. 17 AND
 BU2030'ESCAMBIA COUNTY ROAD NO. 40, ABOUT 28.32 KM (17.60 MI) NORTHEAST OF
 BU2030'ATMORE AND ABOUT 25.75 KM (16.00 MI) NORTHWEST OF BREWTON.
 BU2030'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE ALABAMA
 BU2030'113 OVERPASS AT EXIT 69 ON I-65, GO NORTH ON ESCAMBIA COUNTY ROAD NO.
 BU2030'17 FOR 2.17 KM (1.35 MI) TO A PAVED CROSSROAD AND THE STATION ON THE
 BU2030'RIGHT IN THE PAVED PARKING AREA.
 BU2030'THE STATION IS 16.46 M (54.00 FT) SOUTHEAST OF THE CENTERLINE OF
 BU2030'ESCAMBIA COUNTY ROAD NO. 17, 13.50 M (44.29 FT) SOUTH-SOUTHWEST OF
 BU2030'THE CENTERLINE OF ESCAMBIA COUNTY ROAD NO. 40, 18.96 M (62.20 FT)
 BU2030'SOUTHEAST OF THE CENTER OF THE INTERSECTION, AND 29.63 M (97.21 FT)
 BU2030'EAST-SOUTHEAST OF JUNCTION POWER POLE NO. 45 ACROSS ESCAMBIA COUNTY
 BU2030'ROAD NO. 17.
 BU2030
 BU2030                          STATION RECOVERY (1991)
 BU2030
 BU2030'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2030'RECOVERED AS DESCRIBED IN 1990.
 BU2030
 BU2030                          STATION RECOVERY (1992)
 BU2030
 BU2030'RECOVERED 1992
 BU2030'RECOVERED IN GOOD CONDITION.
 BU2030
 BU2030                          STATION RECOVERY (1994)
 BU2030
 BU2030'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 BU2030'THE STATION IS LOCATED IN A PAVED PARKING AREA IN THE SOUTHWEST
 BU2030'QUADRANT OF THE INTERSECTION OF ESCAMBIA COUNTY ROAD NO. 17 AND
 BU2030'ESCAMBIA COUNTY ROAD NO. 40, ABOUT 28.32 KM (17.60 MI) NORTHEAST OF
 BU2030'ATMORE AND ABOUT 25.75 KM (16.00 MI) NORTHWEST OF BREWTON. TO REACH
 BU2030'THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE ALABAMA 113
 BU2030'OVERPASS AT EXIT 69 ON I-65, GO NORTH ON ESCAMBIA COUNTY ROAD NO. 17
 BU2030'FOR 2.17 KM (1.35 MI) TO A PAVED CROSSROAD AND THE STATION ON THE
 BU2030'RIGHT IN THE PAVED PARKING AREA. THE STATION IS 16.46 M (54.00 FT)
 BU2030'SOUTHEAST OF THE CENTERLINE OF ESCAMBIA COUNTY ROAD NO. 17, 13.50 M
 BU2030'(44.29 FT) SOUTH-SOUTHWEST OF THE CENTERLINE OF ESCAMBIA COUNTY ROAD
 BU2030'NO. 40, 18.96 M (62.20 FT) SOUTHEAST OF THE CENTER OF THE
 BU2030'INTERSECTION, AND 29.63 M (97.21 FT) EAST-SOUTHEAST OF JUNCTION POWER
 BU2030'POLE NO. 45 ACROSS ESCAMBIA COUNTY ROAD NO. 17.
 BU2030
 BU2030                          STATION RECOVERY (1995)
 BU2030
 BU2030'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 BU2030'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2079 ***********************************************************************
 BT2079  DESIGNATION -  BASCOM
 BT2079  PID         -  BT2079
 BT2079  STATE/COUNTY-  AL/BARBOUR
 BT2079  USGS QUAD   -  WHITE OAK (1968)
 BT2079
 BT2079                         *CURRENT SURVEY CONTROL
 BT2079  ___________________________________________________________________
 BT2079* NAD 83(1992)-  31 52 47.31032(N)    085 15 10.80950(W)     ADJUSTED  
 BT2079* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 BT2079  ___________________________________________________________________
 BT2079  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BT2079  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BT2079
 BT2079  HORZ ORDER  -  FIRST
 BT2079
 BT2079.The horizontal coordinates were established by classical geodetic methods
 BT2079.and adjusted by the National Geodetic Survey in September 1997..
 BT2079
 BT2079.The orthometric height was scaled from a topographic map.
 BT2079
 BT2079.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2079
 BT2079.The geoid height was determined by GEOID03.
 BT2079
 BT2079;                    North         East     Units Scale Factor Converg.
 BT2079;SPC AL E     -   153,123.909   254,906.906   MT  0.99999717   +0 18 23.4
 BT2079;SPC GA W     -   208,905.285   597,222.554   MT  1.00003023   -0 34 25.6
 BT2079;SPC GA W     -   685,383.42  1,959,387.66   sFT  1.00003023   -0 34 25.6
 BT2079;UTM  16      - 3,528,444.205   665,239.540   MT  0.99993675   +0 55 22.3
 BT2079
 BT2079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2079!SPC AL E     -   0.99998041  x   0.99999717  =   0.99997758
 BT2079!SPC GA W     -   0.99998041  x   1.00003023  =   1.00001064
 BT2079!UTM  16      -   0.99998041  x   0.99993675  =   0.99991716
 BT2079
 BT2079:                Primary Azimuth Mark                     Grid Az
 BT2079:SPC AL E     -  BASCOM 2 AZ MK                           096 06 45.3
 BT2079:SPC GA W     -  BASCOM 2 AZ MK                           096 59 34.3
 BT2079:UTM  16      -  BASCOM 2 AZ MK                           095 29 46.4
 BT2079
 BT2079|---------------------------------------------------------------------|
 BT2079| PID    Reference Object                     Distance      Geod. Az  |
 BT2079|                                                           dddmmss.s |
 BT2079| CY8061 BASCOM 2 AZ MK                                     0962508.7 |
 BT2079| CY8057 BASCOM RM 1                          29.297 METERS 10402     |
 BT2079| BT2080 BASCOM 2                             12.063 METERS 20706     |
 BT2079| CY8060 BASCOM RM 4                          23.643 METERS 21531     |
 BT2079| BT2078 GILMORE LOT                         APPROX. 1.2 KM 2604053.9 |
 BT2079| CY8059 BASCOM RM 3                          24.201 METERS 29219     |
 BT2079| CY8056 BASCOM AZ MK                                       2963729.5 |
 BT2079| CY8058 BASCOM RM 2                          29.562 METERS 34523     |
 BT2079|---------------------------------------------------------------------|
 BT2079
 BT2079                          SUPERSEDED SURVEY CONTROL
 BT2079
 BT2079  NAD 83(1992)-  31 52 47.31079(N)    085 15 10.81100(W) AD(       ) 1
 BT2079  NAD 83(1986)-  31 52 47.31692(N)    085 15 10.80300(W) AD(       ) 1
 BT2079  NAD 27      -  31 52 46.73700(N)    085 15 11.03500(W) AD(       ) 1
 BT2079
 BT2079.Superseded values are not recommended for survey control.
 BT2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2079.See file dsdata.txt to determine how the superseded data were derived.
 BT2079
 BT2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6524028444(NAD 83)
 BT2079_MARKER: DS = TRIANGULATION STATION DISK
 BT2079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2079
 BT2079  HISTORY     - Date     Condition        Report By
 BT2079  HISTORY     - 1943     MONUMENTED       CGS
 BT2079  HISTORY     - 1957     GOOD             CGS
 BT2079  HISTORY     - 1958     SEE DESCRIPTION  CGS
 BT2079
 BT2079                          STATION DESCRIPTION
 BT2079
 BT2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2079'THE STATION IS ABOUT 6.5 MILES WSW FROM EUFAULA, 0.5 MILE W FROM
 BT2079'THE BASCOM CHURCH, ON THE SUMMIT OF A HIGH AND PROMINENT HILL.
 BT2079'IT IS IN THE YARD OF A NEGRO HOME, 71.5 FEET N FROM THE NW CORNER
 BT2079'OF THE PORCH, 47.6 FEET S FROM THE CENTER OF THE ROAD, AND 37.4
 BT2079'FEET SE FROM A TELEPHONE POLE.  IT IS STAMPED BASCOM 1943 AND
 BT2079'PROJECTS ABOUT 4 INCHES.
 BT2079'
 BT2079'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2079'DISKS SET IN CONCRETE.
 BT2079'
 BT2079'REFERENCE MARK NO. 1 IS E OF THE STATION, 1 FOOT W OF A TELEPHONE
 BT2079'POLE, 35.8 FEET S FROM THE CENTER OF THE ROAD, AND 62.3 FEET NE
 BT2079'FROM THE NE CORNER OF THE PORCH.  IT IS STAMPED BASCOM NO. 1 1943
 BT2079'AND PROJECTS ABOUT 4 INCHES.
 BT2079'
 BT2079'REFERENCE MARK NO. 2 IS NNW FROM THE STATION, ON THE N ROAD BANK,
 BT2079'AT THE S EDGE OF A CULTIVATED FIELD.  IT IS 31.5 FEET N FROM THE
 BT2079'CENTER OF THE ROAD, 16.4 FEET SE FROM POWER-LINE POLE NO. 90-108,
 BT2079'59 FEET SW FROM A WELL.  IT IS STAMPED BASCOM NO. 2 1943 AND
 BT2079'PROJECTS ABOUT 3 INCHES.
 BT2079'
 BT2079'THE AZIMUTH MARK IS 0.5 MILE WNW FROM THE STATION, 16.7 FEET N
 BT2079'FROM THE CENTER OF THE MAIN ROAD, 38 FEET W FROM THE INTERSECTION
 BT2079'OF THE MAIN ROAD AND A DIM SIDE ROAD, AND 16 FEET S FROM THE
 BT2079'CENTER OF THE DIM ROAD.  IT IS STAMPED BASCOM 1943 AND PROJECTS
 BT2079'ABOUT 6 INCHES.
 BT2079'
 BT2079'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 241
 BT2079'AND STATE HIGHWAY 6 IN EUFAULA GO SOUTHERLY ON 241 FOR 2.8 MILES
 BT2079'TO ITS INTERSECTION WITH STATE HIGHWAY 30, TURN RIGHT AND GO
 BT2079'3.85 MILES TO A POINT WHERE THE OLD HIGHWAY CONTINUES STRAIGHT
 BT2079'AHEAD AND THE NEW HIGHWAY CURVES TO THE LEFT, KEEP RIGHT ON THE
 BT2079'OLD HIGHWAY AND GO 1.55 MILES TO THE SUMMIT OF THE SECOND HILL
 BT2079'AND THE STATION.
 BT2079'
 BT2079'A 15-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT COATES.
 BT2079'
 BT2079'AN 87-FOOT LIGHT AT RICHARDS IS VISIBLE FROM THE GROUND.
 BT2079'
 BT2079'AN 87-FOOT LIGHT AT CLAY IS VISIBLE FROM THE GROUND.
 BT2079'
 BT2079'AN 87-FOOT LIGHT AT GARRISON IS VISIBLE FROM THE GROUND.
 BT2079'
 BT2079'AN 87-FOOT LIGHT AT EUFAULA IS VISIBLE FROM THE GROUND.
 BT2079'
 BT2079'A 100-FOOT LIGHT AT COMER IS VISIBLE FROM THE GROUND.
 BT2079'
 BT2079'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT LUGO.
 BT2079'
 BT2079'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BT2079
 BT2079                          STATION RECOVERY (1957)
 BT2079
 BT2079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 BT2079'THE STATION WAS VISITED 3-13-57 AND ALL MARKS WERE FOUND IN GOOD
 BT2079'CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED AT THIS DATE AT THE
 BT2079'REQUEST OF THE BARBOUR COUNTY ENGINEER DUE TO ROAD CONSTRUCTION.
 BT2079'REFERENCE MARKS NO. 3 AND 4 WERE ESTABLISHED.  THE DISK FOR
 BT2079'REFERENCE MARK NO. 2 WAS RECLAIMED.  A NEW DESCRIPTION FOLLOWS-
 BT2079'
 BT2079'THE STATION IS LOCATED ABOUT 6.5 MILES WEST-SOUTHWEST OF EUFAULA,
 BT2079'0.5 MILES WEST OF THE BASCOM CEMETERY AND SCHOOL AND ACROSS THE ROAD
 BT2079'FROM THE EUFAULA AIR FORCE CONTROL AND WARNING STATION, ON PROPERTY
 BT2079'OWNED BY MR. B.S. WYNN AND ON THE TOP OF THE WEST ONE OF THE TWO
 BT2079'HIGHEST HILLS IN THE VICINITY.  IT IS 45.5 FEET SOUTH OF THE
 BT2079'CENTER OF THE ROAD, 36 FEET SOUTHEAST OF A TELEPHONE POLE, 26 FEET
 BT2079'WEST-NORTHWEST OF THE CENTER OF THE WEST DRIVEWAY TO THE
 BT2079'WYNN HOUSE, 82 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 BT2079'CHIMNEY OF THE WYNN HOUSE, 234.5 FEET EAST OF THE NORTHEAST
 BT2079'CORNER OF THE FENCE AROUND THE POWER SUB-STATION.  IT IS A
 BT2079'STANDARD DISK, STAMPED BASCOM 1943, PROJECTING 3 INCHES.
 BT2079'
 BT2079'REFERENCE MARK NO. 1 IS 96.15 FEET EAST OF THE STATION AT THE EAST
 BT2079'END OF A CIRCULAR DRIVEWAY IN FRONT OF THE WYNN HOUSE, 35 FEET
 BT2079'SOUTH OF THE CENTER OF THE ROAD, 5 FEET WEST OF A TELEPHONE
 BT2079'POLE AND 66 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE.
 BT2079'IT IS A STANDARD DISK, STAMPED BASCOM NO 1 1943, PROJECTING 10
 BT2079'INCHES.
 BT2079'
 BT2079'REFERENCE MARK NO. 3 IS 77.61 FEET WEST-NORTHWEST OF THE STATION,
 BT2079'48 FEET SOUTH OF THE CENTER OF THE ROAD, 45 FEET WEST-SOUTHWEST
 BT2079'OF A TELEPHONE POLE, AND 158 FEET EAST-NORTHEAST OF THE
 BT2079'NORTHEAST CORNER OF THE FENCE AROUND THE POWER SUB-STATION.  IT
 BT2079'IS A STANDARD DISK STAMPED BASCOM NO 3 1943, PROJECTING 3 INCHES.
 BT2079'
 BT2079'REFERENCE MARK NO. 4 IS 79.40 FEET SOUTH OF THE STATION, 125
 BT2079'FEET SOUTH OF THE CENTER OF THE ROAD, 67 FEET WEST OF THE WEST
 BT2079'SIDE OF THE CHIMNEY OF THE WYNN HOUSE, AND 10.5 FEET NORTHWEST
 BT2079'OF THE PROJECTED TANGENT OF THE NORTH SIDE OF THE HOUSE.  IT IS
 BT2079'A STANDARD DISK STAMPED BASCOM NO 4 1943, PROJECTING 4 INCHES.
 BT2079'
 BT2079'THE AZIMUTH MARK IS 0.5 MILE WEST-NORTHWEST OF THE STATION, 18
 BT2079'FEET SOUTHEAST OF A TRIANGULAR BLAZED PINE TREE, 28 FEET SOUTH OF
 BT2079'AN 18-INCH CEDAR TREE, 21 FEET NORTH OF THE CENTER OF THE GRAVELED
 BT2079'ROAD, 4 FEET NORTH OF A FENCE AND AT THE FOOT OF A HILL AND AT
 BT2079'THE SOUTHWEST CORNER OF A CULTIVATED FIELD, IT IS A STANDARD
 BT2079'DISK, STAMPED BASCOM 1943, PROJECTING 6 INCHES.
 BT2079'
 BT2079'TO REACH THE STATION FROM THE WAR MEMORIAL AT THE MAIN
 BT2079'INTERSECTION OF EUFAULA, GO SOUTH ON U.S. HIGHWAY 431 FOR 3.0
 BT2079'MILES TO THE JUNCTION WITH STATE HIGHWAY 30, TURN RIGHT ON STATE
 BT2079'HIGHWAY 30 AND GO WEST FOR 4.0 MILES TO A FORK, TAKE RIGHT FORK,
 BT2079'LEAVING STATE HIGHWAY 30 AND GO WEST ON A BLACKTOPPED ROAD FOR
 BT2079'1.5 MILE TO THE TOP OF THE SECOND HILL AND THE STATION ON THE
 BT2079'LEFT, CONTINUE WEST FOR 0.5 MILE TO THE AZIMUTH MARK ON THE
 BT2079'RIGHT.
 BT2079
 BT2079                          STATION RECOVERY (1958)
 BT2079
 BT2079'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (ALW)
 BT2079'DUE TO CONSTRUCTION ON THE SPOT, THE SUBJECT STATION SURFACE MARK WAS
 BT2079'DESTROYED AFTER THE ESTABLISHMENT OF BASCOM 2 FOR WHICH SEE THE
 BT2079'DESCRIPTION THEREOF.  THE SUBSURFACE MARK WAS NOT RECOVERED.
 BT2079'THE PLANNED CONSTRUCTION MAY OR MAY NOT DESTROY THE SUBSURFACE
 BT2079'MARK.  REFERENCE MARK NO. 3 WAS ALSO DESTROYED FOR THE SAME
 BT2079'REASON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2080 ***********************************************************************
 BT2080  DESIGNATION -  BASCOM 2
 BT2080  PID         -  BT2080
 BT2080  STATE/COUNTY-  AL/BARBOUR
 BT2080  USGS QUAD   -  WHITE OAK (1968)
 BT2080
 BT2080                         *CURRENT SURVEY CONTROL
 BT2080  ___________________________________________________________________
 BT2080* NAD 83(1992)-  31 52 46.96168(N)    085 15 11.01860(W)     ADJUSTED  
 BT2080* NAVD 88     -       151.     (meters)     495.     (feet)  SCALED    
 BT2080  ___________________________________________________________________
 BT2080  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BT2080  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BT2080
 BT2080  HORZ ORDER  -  SECOND
 BT2080
 BT2080.The horizontal coordinates were established by classical geodetic methods
 BT2080.and adjusted by the National Geodetic Survey in September 1997..
 BT2080.No horizontal observational check was made to the station.
 BT2080
 BT2080.The orthometric height was scaled from a topographic map.
 BT2080
 BT2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2080
 BT2080.The geoid height was determined by GEOID03.
 BT2080
 BT2080;                    North         East     Units Scale Factor Converg.
 BT2080;SPC AL E     -   153,113.141   254,901.468   MT  0.99999716   +0 18 23.3
 BT2080;SPC GA W     -   208,894.601   597,216.951   MT  1.00003025   -0 34 25.7
 BT2080;SPC GA W     -   685,348.37  1,959,369.28   sFT  1.00003025   -0 34 25.7
 BT2080;UTM  16      - 3,528,433.380   665,234.219   MT  0.99993672   +0 55 22.2
 BT2080
 BT2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2080!SPC AL E     -   0.99998041  x   0.99999716  =   0.99997757
 BT2080!SPC GA W     -   0.99998041  x   1.00003025  =   1.00001066
 BT2080!UTM  16      -   0.99998041  x   0.99993672  =   0.99991713
 BT2080
 BT2080|---------------------------------------------------------------------|
 BT2080| PID    Reference Object                     Distance      Geod. Az  |
 BT2080|                                                           dddmmss.s |
 BT2080| BT2079 BASCOM                               12.063 METERS 02706     |
 BT2080| CY8057 BASCOM RM 1                          34.116 METERS 08352     |
 BT2080| CY8061 BASCOM 2 AZ MK                                     0955916.1 |
 BT2080| CY8060 BASCOM RM 4                                        22341     |
 BT2080|---------------------------------------------------------------------|
 BT2080
 BT2080                          SUPERSEDED SURVEY CONTROL
 BT2080
 BT2080  NAD 83(1992)-  31 52 46.96215(N)    085 15 11.02010(W) AD(       ) 2
 BT2080  NAD 83(1986)-  31 52 46.96829(N)    085 15 11.01210(W) AD(       ) 2
 BT2080  NAD 27      -  31 52 46.38800(N)    085 15 11.24400(W) AD(       ) 2
 BT2080
 BT2080.Superseded values are not recommended for survey control.
 BT2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2080.See file dsdata.txt to determine how the superseded data were derived.
 BT2080
 BT2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6523428433(NAD 83)
 BT2080_MARKER: DS = TRIANGULATION STATION DISK
 BT2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2080_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BT2080
 BT2080  HISTORY     - Date     Condition        Report By
 BT2080  HISTORY     - 1958     MONUMENTED       CGS
 BT2080
 BT2080                          STATION DESCRIPTION
 BT2080
 BT2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (ALW)
 BT2080'ABOUT 6.5 MILES WSW FROM EUFAULA, ON HILL OWNED BY BENNIE S WYNN,
 BT2080'JUST ACROSS THE PAVED ROAD FROM THE U.S. ARMY RADAR STATION, OR
 BT2080'FROM CONFEDERATE MONUMENT IN EUFAULA AT BROAD AND EUFAULA STREETS
 BT2080'GO S ON NO. 431 U.S. HIGHWAY 2.9 MILES, THENCE W ON NO. 30
 BT2080'ALABAMA HIGHWAY 3.0 MILES AND TAKE RIGHT FORK, THENCE W OF PAVED
 BT2080'COUNTY ROAD 1.9 MILES TO STATION OF LEFT.  THE STATION IS ABOUT
 BT2080'ON CREST ON A RIDGE, 84 FEET SSW OF CENTER LINE OF ROAD, 39.5
 BT2080'FEET WNW OF PROJECTED PLANE OF SMALL FRAME HOUSE, 2 FEET SE OF
 BT2080'STEET WITNESS POST, AND SURFACE AND SUBSURFACE DISKS ARE
 BT2080'STAMPED BASCOM 2 1958.
 BT2080'
 BT2080'REFERENCE STAMPED BASCOM NO 1 1943 IS 33 FEET SSW OF CENTER OF
 BT2080'ROAD, PROJECTS 0.7 FT.
 BT2080'
 BT2080'REFERENCE STAMPED BASCOM NO 4 1943 IS 123 FEET SSW OF CENTER
 BT2080'LINE OF ROAD, 67 FEET NNW OF A ROCK CHIMNEY ON THE NW SIDE OF THE
 BT2080'HOUSE, AND PROJECTS 0.4 FOOT ABOVE GROUND.
 BT2080'
 BT2080'AZIMUTH STAMPED BASCOM 2 1958 HAS SUBSURFACE MARK STAMPED SAME
 BT2080'AND IS 15 YARDS E OF CREST OF RIDGE, 41 FEET S OF CENTER OF ROAD,
 BT2080'AND PROJECTS 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1503 ***********************************************************************
 EF1503  DESIGNATION -  BASHAM FIRE TOWER
 EF1503  PID         -  EF1503
 EF1503  STATE/COUNTY-  AL/LAWRENCE
 EF1503  USGS QUAD   -  UPSHAW (1989)
 EF1503
 EF1503                         *CURRENT SURVEY CONTROL
 EF1503  ___________________________________________________________________
 EF1503* NAD 83(1992)-  34 20 38.53966(N)    087 08 29.22852(W)     ADJUSTED  
 EF1503* NAVD 88     -                                                        
 EF1503  ___________________________________________________________________
 EF1503  LAPLACE CORR-          -5.61  (seconds)                    DEFLEC99
 EF1503  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EF1503
 EF1503  HORZ ORDER  -  THIRD
 EF1503
 EF1503.The horizontal coordinates were established by classical geodetic methods
 EF1503.and adjusted by the National Geodetic Survey in December 1992..
 EF1503
 EF1503
 EF1503.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1503
 EF1503.The geoid height was determined by GEOID03.
 EF1503
 EF1503;                    North         East     Units Scale Factor Converg.
 EF1503;SPC AL W     -   481,736.836   632,988.088   MT  0.99994674   +0 12 08.2
 EF1503;UTM  16      - 3,800,312.447   486,990.074   MT  0.99960209   -0 04 47.3
 EF1503
 EF1503                          SUPERSEDED SURVEY CONTROL
 EF1503
 EF1503  NAD 83(1986)-  34 20 38.54881(N)    087 08 29.22780(W) AD(       ) 4
 EF1503  NAD 27      -  34 20 38.18700(N)    087 08 29.16500(W) AD(       ) 3
 EF1503
 EF1503.Superseded values are not recommended for survey control.
 EF1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1503.See file dsdata.txt to determine how the superseded data were derived.
 EF1503
 EF1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8699000312(NAD 83)
 EF1503_MARKER: 57 = LOOKOUT TOWER
 EF1503
 EF1503  HISTORY     - Date     Condition        Report By
 EF1503  HISTORY     - 1939     FIRST OBSERVED   CGS
 EF1503
 EF1503                          STATION DESCRIPTION
 EF1503
 EF1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1939
 EF1503'STATION IS LOCATED IN THE EASTERN PART OF THE ALABAMA NATIONAL
 EF1503'FOREST.
 EF1503'
 EF1503'TO REACH STATION FROM THE NATIONAL FOREST TAVERN IN RABBITTOWN, GO
 EF1503'N ON DIRT ROAD FOR 1.25 MILES TO A T-ROAD TO THE R, TURN R AND GO
 EF1503'11.15 MILES TO A Y, TURN SHARP R AND GO 6.15 MILES TO A T-ROAD L AT
 EF1503'MORELAND SCHOOL, TURN L AND FOLLOW MAIN DIRT ROAD FOR 16.35 MILES
 EF1503'TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2637 ***********************************************************************
 DH2637  DESIGNATION -  BASTIC
 DH2637  PID         -  DH2637
 DH2637  STATE/COUNTY-  AL/PICKENS
 DH2637  USGS QUAD   -  GORDO (1983)
 DH2637
 DH2637                         *CURRENT SURVEY CONTROL
 DH2637  ___________________________________________________________________
 DH2637* NAD 83(1992)-  33 19 46.36636(N)    087 58 40.56631(W)     ADJUSTED  
 DH2637* NAVD 88     -       140.     (meters)     459.     (feet)  SCALED    
 DH2637  ___________________________________________________________________
 DH2637  LAPLACE CORR-          -0.71  (seconds)                    DEFLEC99
 DH2637  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DH2637
 DH2637  HORZ ORDER  -  SECOND
 DH2637
 DH2637.The horizontal coordinates were established by classical geodetic methods
 DH2637.and adjusted by the National Geodetic Survey in December 1992..
 DH2637
 DH2637.The orthometric height was scaled from a topographic map.
 DH2637
 DH2637.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2637
 DH2637.The geoid height was determined by GEOID03.
 DH2637
 DH2637;                    North         East     Units Scale Factor Converg.
 DH2637;SPC AL W     -   369,261.113   555,504.972   MT  0.99995773   -0 15 45.4
 DH2637;UTM  16      - 3,688,248.239   408,984.740   MT  0.99970213   -0 32 14.5
 DH2637
 DH2637!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2637!SPC AL W     -   0.99998251  x   0.99995773  =   0.99994024
 DH2637!UTM  16      -   0.99998251  x   0.99970213  =   0.99968464
 DH2637
 DH2637:                Primary Azimuth Mark                     Grid Az
 DH2637:SPC AL W     -  BASTIC AZ MK                             036 53 58.6
 DH2637:UTM  16      -  BASTIC AZ MK                             037 10 27.7
 DH2637
 DH2637|---------------------------------------------------------------------|
 DH2637| PID    Reference Object                     Distance      Geod. Az  |
 DH2637|                                                           dddmmss.s |
 DH2637| CF9378 BASTIC AZ MK                                       0363813.2 |
 DH2637| CF9379 BASTIC RM 1                          25.142 METERS 05602     |
 DH2637| CF9380 BASTIC RM 2                          26.169 METERS 15744     |
 DH2637|---------------------------------------------------------------------|
 DH2637
 DH2637                          SUPERSEDED SURVEY CONTROL
 DH2637
 DH2637  NAD 83(1986)-  33 19 46.37261(N)    087 58 40.56820(W) AD(       ) 2
 DH2637  NAD 27      -  33 19 45.95000(N)    087 58 40.48900(W) AD(       ) 2
 DH2637
 DH2637.Superseded values are not recommended for survey control.
 DH2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2637.See file dsdata.txt to determine how the superseded data were derived.
 DH2637
 DH2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0898588248(NAD 83)
 DH2637_MARKER: DS = TRIANGULATION STATION DISK
 DH2637_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2637
 DH2637  HISTORY     - Date     Condition        Report By
 DH2637  HISTORY     - 1955     MONUMENTED       CGS
 DH2637  HISTORY     - 1974     GOOD             LOCENG
 DH2637
 DH2637                          STATION DESCRIPTION
 DH2637
 DH2637'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DH2637'STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF CARROLLTON, ABOUT 5
 DH2637'MILES SOUTHWEST OF REFORM, ABOUT 5 MILES WEST OF GORDO AND ON
 DH2637'PROPRTY OWNED BY OWNEY JONES.  IT IS 84 FEET WEST OF THE CENTER OF A
 DH2637'GRAVEL ROAD, 16 FEET SOUTH OF AN 8 INCH PINE TREE, 10 FEET EAST OF
 DH2637'THE CENTER OF A DIM WOODS ROAD AND 6 FEET SOUTHWEST OF A WHITE
 DH2637'WITNESS POST.  THE MARKS PROJECTS 2 INCHES AND THE DISK IS
 DH2637'STAMPED BASTIC 1955.
 DH2637'
 DH2637'REFERENCE MARK NO. 1 IS 48 FEET WEST OF THE CENTER OF THE GRAVEL
 DH2637'ROAD, 29 FEET EAST OF THE CENTER OF THE WOODS ROAD AND 6 FEET EAST
 DH2637'OF A 6 INCH OAK TREE. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 DH2637'STAMPED BASTIC NO 1 1955.
 DH2637'
 DH2637'REFERENCE MARK NO. 2 IS 49 FEET SOUTHWEST OF THE CENTER OF THE GRAVEL
 DH2637'ROAD AND 16 FEET EAST OF A TWIN OAK TREE. THE MARK PROJECTS 1 INCH
 DH2637'AND THE DISK IS STAMPED BASTIC NO 2 1955.
 DH2637'
 DH2637'AZIMUTH MARK IS 19 FEET NORTHWEST OF THE CENTER OF THE GRAVEL ROAD
 DH2637'AND 1 FOOT SOUTHWEST OF A WHITE WITNESS POST.  THE MARK PROJECTS
 DH2637'4 INCHES AND THE DISK IS STAMPED BASTIC 1955.
 DH2637'
 DH2637'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DH2637'HIGHWAY 17, IN REFROM, GO EAST ON HIGHWAY 82 FOR 2.7 MILES TO A
 DH2637'SIDE ROAD RIGHT, TURN RIGHT AND GO 1.85 MILES TO A ROAD FORK, TAKE
 DH2637'LEFT FORK AND GO 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT
 DH2637'(NORTHWEST) SIDE OF ROAD.  CONTINUE AHEAD FOR 0.35 MILE TO THE
 DH2637'STATION ON THE RIGHT (WEST) SIDE OF ROAD AS DESCRIBED.
 DH2637'
 DH2637'ALL MEASUREMENTS ARE SLOPE MEASURMENTS FROM THE ROAD.
 DH2637'
 DH2637'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DH2637
 DH2637                          STATION RECOVERY (1974)
 DH2637
 DH2637'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB)
 DH2637'BASTIC 1955 RECOVERED EXCELLENT.  FOUND STA AND RM 1.
 DH2637'
 DH2637'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. S.W. REFORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2184 ***********************************************************************
 BH2184  DESIGNATION -  BAT
 BH2184  PID         -  BH2184
 BH2184  STATE/COUNTY-  AL/MOBILE
 BH2184  USGS QUAD   -  ISLE AUX HERBES (1958)
 BH2184
 BH2184                         *CURRENT SURVEY CONTROL
 BH2184  ___________________________________________________________________
 BH2184* NAD 83(1992)-  30 21 55.05304(N)    088 21 59.30733(W)     ADJUSTED  
 BH2184* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2184  ___________________________________________________________________
 BH2184  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BH2184  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BH2184
 BH2184  HORZ ORDER  -  THIRD
 BH2184
 BH2184.The horizontal coordinates were established by classical geodetic methods
 BH2184.and adjusted by the National Geodetic Survey in May 1994..
 BH2184
 BH2184.The orthometric height was scaled from a topographic map.
 BH2184
 BH2184.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2184
 BH2184.The geoid height was determined by GEOID03.
 BH2184
 BH2184;                    North         East     Units Scale Factor Converg.
 BH2184;SPC AL W     -    40,810.380   516,708.997   MT  1.00001889   -0 26 16.9
 BH2184;SPC MS E     -    96,006.447   344,877.606   MT  0.99997484   +0 14 09.6
 BH2184;SPC MS E     -   314,981.15  1,131,485.95   sFT  0.99997484   +0 14 09.6
 BH2184;UTM  16      - 3,360,055.516   368,685.945   MT  0.99981273   -0 41 27.1
 BH2184
 BH2184!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2184!SPC AL W     -   1.00000442  x   1.00001889  =   1.00002331
 BH2184!SPC MS E     -   1.00000442  x   0.99997484  =   0.99997926
 BH2184!UTM  16      -   1.00000442  x   0.99981273  =   0.99981715
 BH2184
 BH2184:                Primary Azimuth Mark                     Grid Az
 BH2184:SPC AL W     -  RAIN                                     027 37 48.4
 BH2184:SPC MS E     -  RAIN                                     026 57 21.9
 BH2184:UTM  16      -  RAIN                                     027 52 58.6
 BH2184
 BH2184|---------------------------------------------------------------------|
 BH2184| PID    Reference Object                     Distance      Geod. Az  |
 BH2184|                                                           dddmmss.s |
 BH2184| BH2172 RAIN                                APPROX. 4.7 KM 0271131.5 |
 BH2184| BH2191 GRAND                               APPROX. 7.5 KM 2303754.1 |
 BH2184| BH2205 STIR                                APPROX. 2.3 KM 3245310.7 |
 BH2184| DD8342 BAT RM                               17.500 METERS 33947     |
 BH2184|---------------------------------------------------------------------|
 BH2184
 BH2184                          SUPERSEDED SURVEY CONTROL
 BH2184
 BH2184  NAD 83(1992)-  30 21 55.05569(N)    088 21 59.30319(W) AD(       ) 3
 BH2184  NAD 83(1986)-  30 21 55.07496(N)    088 21 59.30241(W) AD(       ) 3
 BH2184  NAD 27      -  30 21 54.35300(N)    088 21 59.26800(W) AD(       ) 3
 BH2184
 BH2184.Superseded values are not recommended for survey control.
 BH2184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2184.See file dsdata.txt to determine how the superseded data were derived.
 BH2184
 BH2184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6868660056(NAD 83)
 BH2184_MARKER: DS = TRIANGULATION STATION DISK
 BH2184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2184_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2184
 BH2184  HISTORY     - Date     Condition        Report By
 BH2184  HISTORY     - 1910     MONUMENTED       CGS
 BH2184  HISTORY     - 1917     SEE DESCRIPTION  CGS
 BH2184  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH2184
 BH2184                          STATION DESCRIPTION
 BH2184
 BH2184'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2184'STATION IS ON THE SAND RIDGE PARALLELING THE SOUTHERN SHORE LINE, AND
 BH2184'ABOUT 50 METERS W OF THE EASTERN END OF GRANDE BATTURE ISLAND.
 BH2184'
 BH2184'THE SURFACE MARK IS A STANDARD DISK STATION MARK EMBEDDED IN A CORE
 BH2184'OF CONCRETE ABOUT 2 FEET IN DIAMETER.  THE UNDERGROUND MARK
 BH2184'IS A BOTTLE EMBEDDED IN A CORE OF CONCRETE 2-1/2 FEET BELOW THE
 BH2184'SURFACE.
 BH2184'
 BH2184'THE REFERENCE MARK, A 7-INCH ASH LOG, SET VERTICALLY IN A CORE OF
 BH2184'CONCRETE PROJECTING 10 FEET ABOVE THE GROUND, IS 17.50 METERS
 BH2184'FROM THE STATION N 20 DEG 13 MIN W.
 BH2184
 BH2184                          STATION RECOVERY (1917)
 BH2184
 BH2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (FBS)
 BH2184'SUBSURFACE CENTER MARK FOUND AT EDGE OF GRASS.  IT IS UNCOVERED ONLY
 BH2184'AT LOW WATER.  REFERENCE STAKE FOUND BUT BROKEN OFF ABOUT 1 FOOT
 BH2184'FROM THE GROUND.  A REFERENCE MARK NO. 2 PINE CROSS TIE SET 3-1/2
 BH2184'FEET IN THE GROUND WITH TRIANGLE OF NAILS WITH BRASS SCREW IN THE
 BH2184'CENTER IS 48.11 METERS FROM THE CENTER AND IN RANGE WITH THE STAKE
 BH2184'MENTIONED IN THE ORIGINAL DESCRIPTION.  REFERENCE MARK NO. 3
 BH2184'WAS SET 54.50 METERS TO THE E.  THIS MARK SAME AS NO. 2.
 BH2184'
 BH2184'REVISITED BY HYDROGRAPHER, IN 1918, AND RE-MARKED AS FOLLOWS-
 BH2184'
 BH2184'REFERENCE MARK NO. 2, PINE CROSS TIE REPLACED BY STANDARD REFERENCE
 BH2184'DISK EMBEDDED IN TILE IN CONCRETE.  ANOTHER REFERENCE MARK
 BH2184'NO. 4 MARKED BY STANDARD REFERENCE DISK IN TILE IN CONCRETE WAS
 BH2184'PLACED BETWEEN REFERENCE MARK NO. 2 AND BAT, THE THREE BEING IN THE
 BH2184'SAME STRAIGHT LINE.
 BH2184'
 BH2184'AT BAT-
 BH2184'
 BH2184'REFERENCE MARK NO. 1 IS 17.62 METERS FROM THE STATION.
 BH2184'
 BH2184'REFERENCE MARK NO. 2 IS 48.06 METERS FROM THE STATION.
 BH2184'
 BH2184'REFERENCE MARK NO. 4 IS 29.86 METERS FROM THE STATION.
 BH2184'
 BH2184'SIGNAL USED FOR HYDROGRAPHY WAS BUILT OVER REFERENCE MARK NO. 2.
 BH2184
 BH2184                          STATION RECOVERY (1959)
 BH2184
 BH2184'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2184'THE ISLAND HAS ERODED BADLY AND STATION WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1461 ***********************************************************************
 EF1461  DESIGNATION -  BATTLEGROUND AT T
 EF1461  PID         -  EF1461
 EF1461  STATE/COUNTY-  AL/CULLMAN
 EF1461  USGS QUAD   -  FALKVILLE (1982)
 EF1461
 EF1461                         *CURRENT SURVEY CONTROL
 EF1461  ___________________________________________________________________
 EF1461* NAD 83(1992)-  34 17 09.59096(N)    086 59 57.84451(W)     ADJUSTED  
 EF1461* NAVD 88     -                                                        
 EF1461  ___________________________________________________________________
 EF1461  LAPLACE CORR-          -5.74  (seconds)                    DEFLEC99
 EF1461  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EF1461
 EF1461  HORZ ORDER  -  THIRD
 EF1461
 EF1461.The horizontal coordinates were established by classical geodetic methods
 EF1461.and adjusted by the National Geodetic Survey in December 1992..
 EF1461
 EF1461
 EF1461.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1461
 EF1461.The geoid height was determined by GEOID03.
 EF1461
 EF1461;                    North         East     Units Scale Factor Converg.
 EF1461;SPC AL W     -   475,354.046   646,089.283   MT  0.99995951   +0 16 55.2
 EF1461;SPC AL E     -   420,442.668    92,637.002   MT  1.00010203   -0 39 25.0
 EF1461;UTM  16      - 3,793,867.552   500,055.107   MT  0.99960000   +0 00 01.2
 EF1461
 EF1461                          SUPERSEDED SURVEY CONTROL
 EF1461
 EF1461  NAD 83(1986)-  34 17 09.60028(N)    086 59 57.84287(W) AD(       ) 4
 EF1461  NAD 27      -  34 17 09.24359(N)    086 59 57.82910(W) AD(       ) 3
 EF1461
 EF1461.Superseded values are not recommended for survey control.
 EF1461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1461.See file dsdata.txt to determine how the superseded data were derived.
 EF1461
 EF1461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0005593868(NAD 83)
 EF1461_MARKER: 55 = TOWER
 EF1461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1461+SATELLITE: SATELLITE OBSERVATIONS - November 15, 2005
 EF1461
 EF1461  HISTORY     - Date     Condition        Report By
 EF1461  HISTORY     - 1966     FIRST OBSERVED   USGS
 EF1461  HISTORY     - 20051115 GOOD             GEOCAC
 EF1461
 EF1461                          STATION DESCRIPTION
 EF1461
 EF1461'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1461'CULLMAN, 10.4 MI NW. OF JUNCTION OF U. S. HIGHWAY 31 AND STATE
 EF1461'HIGHWAY 157 (N. OF CULLMAN) TO TOWER ON LEFT, FOUR LEGGED STEEL
 EF1461'STRUCTURE ABOUT 150 FT HIGH,
 EF1461'DESIGNATED---BATTLEGROUND AT T 1966---.
 EF1461
 EF1461                          STATION RECOVERY (2005)
 EF1461
 EF1461'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1461'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1249 ***********************************************************************
 BT1249  DESIGNATION -  BAXTER
 BT1249  PID         -  BT1249
 BT1249  STATE/COUNTY-  AL/BARBOUR
 BT1249  USGS QUAD   -  LOUISVILLE (1968)
 BT1249
 BT1249                         *CURRENT SURVEY CONTROL
 BT1249  ___________________________________________________________________
 BT1249* NAD 83(1992)-  31 45 08.92018(N)    085 35 05.52308(W)     ADJUSTED  
 BT1249* NAVD 88     -       174.688  (meters)     573.12   (feet)  ADJUSTED  
 BT1249  ___________________________________________________________________
 BT1249  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BT1249  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BT1249  DYNAMIC HT  -         174.483 (meters)     572.45  (feet)  COMP
 BT1249  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 BT1249
 BT1249  HORZ ORDER  -  SECOND
 BT1249  VERT ORDER  -  SECOND    CLASS 0
 BT1249
 BT1249.The horizontal coordinates were established by classical geodetic methods
 BT1249.and adjusted by the National Geodetic Survey in September 1997..
 BT1249
 BT1249.The orthometric height was determined by differential leveling
 BT1249.and adjusted by the National Geodetic Survey in June 1991..
 BT1249
 BT1249.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1249
 BT1249.The geoid height was determined by GEOID03.
 BT1249
 BT1249.The dynamic height is computed by dividing the NAVD 88
 BT1249.geopotential number by the normal gravity value computed on the
 BT1249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1249.degrees latitude (g = 980.6199 gals.).
 BT1249
 BT1249.The modeled gravity was interpolated from observed gravity values.
 BT1249
 BT1249;                    North         East     Units Scale Factor Converg.
 BT1249;SPC AL E     -   138,885.599   223,540.261   MT  0.99996683   +0 07 50.7
 BT1249;UTM  16      - 3,513,871.420   634,030.794   MT  0.99982156   +0 44 41.4
 BT1249
 BT1249!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1249!SPC AL E     -   0.99997668  x   0.99996683  =   0.99994351
 BT1249!UTM  16      -   0.99997668  x   0.99982156  =   0.99979824
 BT1249
 BT1249:                Primary Azimuth Mark                     Grid Az
 BT1249:SPC AL E     -  B 24                                     027 53 57.5
 BT1249:UTM  16      -  B 24                                     027 17 06.8
 BT1249
 BT1249|---------------------------------------------------------------------|
 BT1249| PID    Reference Object                     Distance      Geod. Az  |
 BT1249|                                                           dddmmss.s |
 BT1249| BT1247 B 24                                               0280148.2 |
 BT1249| BT2166 LOUISVILLE MUNICIPAL TANK           APPROX. 4.5 KM 0395715.9 |
 BT1249| BT1248 BAXTER RM 1                          21.500 METERS 11549     |
 BT1249| BT1250 BAXTER RM 2                          20.411 METERS 19803     |
 BT1249| BT2171 CLIO MUNICIPAL TANK                 APPROX. 5.4 KM 2055652.7 |
 BT1249|---------------------------------------------------------------------|
 BT1249
 BT1249                          SUPERSEDED SURVEY CONTROL
 BT1249
 BT1249  NAD 83(1992)-  31 45 08.92082(N)    085 35 05.52333(W) AD(       ) 2
 BT1249  NAD 83(1986)-  31 45 08.92440(N)    085 35 05.51866(W) AD(       ) 2
 BT1249  NAD 27      -  31 45 08.33400(N)    085 35 05.72900(W) AD(       ) 2
 BT1249  NGVD 29 (??/??/92)  174.704  (m)          573.17   (f) ADJ UNCH    2 0
 BT1249
 BT1249.Superseded values are not recommended for survey control.
 BT1249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1249.See file dsdata.txt to determine how the superseded data were derived.
 BT1249
 BT1249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3403113871(NAD 83)
 BT1249_MARKER: DS = TRIANGULATION STATION DISK
 BT1249_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1249_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1249_STAMPING: BAXTER 1943
 BT1249_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1249+STABILITY: SURFACE MOTION
 BT1249
 BT1249  HISTORY     - Date     Condition        Report By
 BT1249  HISTORY     - 1943     MONUMENTED       CGS
 BT1249  HISTORY     - 1952     GOOD             NGS
 BT1249  HISTORY     - 1964     GOOD             USGS
 BT1249
 BT1249                          STATION DESCRIPTION
 BT1249
 BT1249'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT1249'THE STATION IS ABOUT 2.5 MILES SW OF LOUISVILLE, NEAR THE
 BT1249'SUMMIT OF A LONE TIMBERED RIDGE, ON PROPERTY OWNED BY THE
 BT1249'BAXTER SISTERS.  IT IS ABOUT 25 FEET E OF THE HIGHEST POINT,
 BT1249'NEAR THE PROPOSED SITE OF A LOOKOUT TOWER.  IT IS SURROUNDED
 BT1249'BY PINE SAPLINGS.  IT IS STAMPED BAXTER 1943 AND PROJECTS ABOUT
 BT1249'5 INCHES.
 BT1249'
 BT1249'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 BT1249'SET IN CONCRETE.
 BT1249'
 BT1249'REFERENCE MARK NO. 1 IS SE OF THE STATION, ON THE W SLOPE OF
 BT1249'THE RIDGE, 15 FEET N OF THE CENTER OF THE TRACK ROAD.  IT IS
 BT1249'STAMPED BAXTER NO. 1 1943 AND PROJECTS ABOUT 6 INCHES.
 BT1249'
 BT1249'REFERENCE MARK NO. 2 IS SSW OF THE STATION, ON THE SW SLOPE
 BT1249'OF THE RIDGE, IN A SMALL CLEARED AREA.  IT IS STAMPED BAXTER
 BT1249'NO. 2 1943.
 BT1249'
 BT1249'B 24 IS USED FOR THE AZIMUTH MARK.  IT IS ABOUT 0.5 MILE NE
 BT1249'OF THE STATION, AT THE RAILROAD CROSSING, 24 FEET NW OF THE
 BT1249'NW RAIL, AND 27 FEET W FROM THE CENTER OF THE ROAD.  IT IS
 BT1249'A BRONZE U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK SET
 BT1249'IN THE TOP OF A 4- BY 4-INCH CONCRETE POST THAT PROJECTS ABOUT
 BT1249'3 INCHES.  IT IS STAMPED B 24 1943.
 BT1249'
 BT1249'TO REACH THE STATION FROM THE POST OFFICE IN LOUISVILLE GO
 BT1249'S AND SW ON THE CLIO HIGHWAY FOR 2.4 MILES TO A SIDE ROAD LEFT
 BT1249'KNOWN AS BAXTER JUNCTION.  TURN LEFT ACROSS THE RAILROAD
 BT1249'TRACKS AND GO SOUTHERLY ON A GRADED DIRT ROAD FOR 0.5 MILE TO
 BT1249'A WHITE HOUSE ON THE LEFT AND A DIM ROAD RIGHT.  TURN RIGHT,
 BT1249'PASSING TO N OF A SMALL UNPAINTED HOUSE, AND FOLLOW A DIM TRACK
 BT1249'ROAD SOUTHWESTERLY ACROSS A FIELD AND PASTURE TO THE TOP OF
 BT1249'THE RIDGE AND THE STATION, 0.2 MILE.
 BT1249'
 BT1249'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AS SOLOMON.
 BT1249'
 BT1249'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT CLAYTON.
 BT1249'
 BT1249'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BT1249
 BT1249                          STATION RECOVERY (1952)
 BT1249
 BT1249'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 BT1249'3.1 MI SW FROM LOUISVILLE.
 BT1249'2.5 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT1249'THE STATION AT LOUISVILLE, THENCE ABOUT 0.4 MILE SOUTH ALONG A
 BT1249'GRAVEL ROAD, THENCE ABOUT 0.2 MILE NORTHWEST ALONG A NARROW ROAD
 BT1249'LEADING TO THE TOP OF A WOODED HILL AND BAXTER LOOKOUT TOWER, 34
 BT1249'FEET EAST OF NORTHEAST LEG OF TOWER, 71 FEET WEST OF RM NO. 1,
 BT1249'67 FEET NORTH OF RM NO. 2, AND SET IN THE TOP OF A CONCRETE POST
 BT1249'PROJECTING 5 INCHES.
 BT1249
 BT1249                          STATION RECOVERY (1964)
 BT1249
 BT1249'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BT1249'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1248 ***********************************************************************
 BT1248  DESIGNATION -  BAXTER RM 1
 BT1248  PID         -  BT1248
 BT1248  STATE/COUNTY-  AL/BARBOUR
 BT1248  USGS QUAD   -  LOUISVILLE (1968)
 BT1248
 BT1248                         *CURRENT SURVEY CONTROL
 BT1248  ___________________________________________________________________
 BT1248* NAD 83(1986)-  31 45 09.     (N)    085 35 06.     (W)     SCALED    
 BT1248* NAVD 88     -       173.160  (meters)     568.11   (feet)  ADJUSTED  
 BT1248  ___________________________________________________________________
 BT1248  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BT1248  DYNAMIC HT  -         172.956 (meters)     567.44  (feet)  COMP
 BT1248  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 BT1248
 BT1248  VERT ORDER  -  SECOND    CLASS 0
 BT1248
 BT1248.The horizontal coordinates were scaled from a topographic map and have
 BT1248.an estimated accuracy of +/- 6 seconds.
 BT1248
 BT1248.The orthometric height was determined by differential leveling
 BT1248.and adjusted by the National Geodetic Survey in June 1991..
 BT1248
 BT1248.The geoid height was determined by GEOID03.
 BT1248
 BT1248.The dynamic height is computed by dividing the NAVD 88
 BT1248.geopotential number by the normal gravity value computed on the
 BT1248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1248.degrees latitude (g = 980.6199 gals.).
 BT1248
 BT1248.The modeled gravity was interpolated from observed gravity values.
 BT1248
 BT1248;                    North         East    Units  Estimated Accuracy
 BT1248;SPC AL E     -   138,890.      223,530.      MT  (+/- 180 meters Scaled)
 BT1248
 BT1248                          SUPERSEDED SURVEY CONTROL
 BT1248
 BT1248  NGVD 29 (??/??/92)  173.176  (m)          568.16   (f) ADJ UNCH    2 0
 BT1248
 BT1248.Superseded values are not recommended for survey control.
 BT1248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1248.See file dsdata.txt to determine how the superseded data were derived.
 BT1248
 BT1248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA340138(NAD 83)
 BT1248_MARKER: DR = REFERENCE MARK DISK
 BT1248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1248_STAMPING: BAXTER NO 1 1943
 BT1248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1248+STABILITY: SURFACE MOTION
 BT1248
 BT1248  HISTORY     - Date     Condition        Report By
 BT1248  HISTORY     - 1943     MONUMENTED       CGS
 BT1248  HISTORY     - 1952     GOOD             NGS
 BT1248
 BT1248                          STATION DESCRIPTION
 BT1248
 BT1248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT1248'3.1 MI SW FROM LOUISVILLE.
 BT1248'2.5 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT1248'THE STATION AT LOUISVILLE, THENCE ABOUT 0.4 MILE SOUTH ALONG A
 BT1248'GRAVEL ROAD, THENCE ABOUT 0.2 MILE NORTHWEST ALONG A NARROW ROAD
 BT1248'LEADING TO THE TOP OF A WOODED HILL AND BAXTER LOOKOUT TOWER,
 BT1248'98 FEET EAST OF SOUTHEAST LEG OF TOWER, 71 FEET EAST OF THE STATION
 BT1248'MARK, 90 1/2 FEET NORTHEAST OF RM NO. 2, 14 FEET NORTHEAST OF
 BT1248'CENTER LINE OF ROAD LEADING AROUND TOWER, AND SET IN THE TOP OF
 BT1248'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1250 ***********************************************************************
 BT1250  DESIGNATION -  BAXTER RM 2
 BT1250  PID         -  BT1250
 BT1250  STATE/COUNTY-  AL/BARBOUR
 BT1250  USGS QUAD   -  LOUISVILLE (1968)
 BT1250
 BT1250                         *CURRENT SURVEY CONTROL
 BT1250  ___________________________________________________________________
 BT1250* NAD 83(1986)-  31 45 09.     (N)    085 35 05.     (W)     SCALED    
 BT1250* NAVD 88     -       173.536  (meters)     569.34   (feet)  ADJUSTED  
 BT1250  ___________________________________________________________________
 BT1250  GEOID HEIGHT-         -26.15  (meters)                     GEOID03
 BT1250  DYNAMIC HT  -         173.332 (meters)     568.67  (feet)  COMP
 BT1250  MODELED GRAV-     979,458.7   (mgal)                       NAVD 88
 BT1250
 BT1250  VERT ORDER  -  SECOND    CLASS 0
 BT1250
 BT1250.The horizontal coordinates were scaled from a topographic map and have
 BT1250.an estimated accuracy of +/- 6 seconds.
 BT1250
 BT1250.The orthometric height was determined by differential leveling
 BT1250.and adjusted by the National Geodetic Survey in June 1991..
 BT1250
 BT1250.The geoid height was determined by GEOID03.
 BT1250
 BT1250.The dynamic height is computed by dividing the NAVD 88
 BT1250.geopotential number by the normal gravity value computed on the
 BT1250.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1250.degrees latitude (g = 980.6199 gals.).
 BT1250
 BT1250.The modeled gravity was interpolated from observed gravity values.
 BT1250
 BT1250;                    North         East    Units  Estimated Accuracy
 BT1250;SPC AL E     -   138,890.      223,550.      MT  (+/- 180 meters Scaled)
 BT1250
 BT1250                          SUPERSEDED SURVEY CONTROL
 BT1250
 BT1250  NGVD 29 (??/??/92)  173.553  (m)          569.40   (f) ADJ UNCH    2 0
 BT1250
 BT1250.Superseded values are not recommended for survey control.
 BT1250.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1250.See file dsdata.txt to determine how the superseded data were derived.
 BT1250
 BT1250_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA340138(NAD 83)
 BT1250_MARKER: DR = REFERENCE MARK DISK
 BT1250_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1250_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1250_STAMPING: BAXTER NO 2 1943
 BT1250_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1250+STABILITY: SURFACE MOTION
 BT1250
 BT1250  HISTORY     - Date     Condition        Report By
 BT1250  HISTORY     - 1943     MONUMENTED       CGS
 BT1250  HISTORY     - 1952     GOOD             NGS
 BT1250
 BT1250                          STATION DESCRIPTION
 BT1250
 BT1250'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT1250'3.1 MI SW FROM LOUISVILLE.
 BT1250'2.5 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BT1250'STATION AT LOUISVILLE, THENCE ABOUT 0.4 MILE SOUTH ALONG A GRAVEL
 BT1250'ROAD, THENCE ABOUT 0.2 MILE NORTHWEST ALONG A NARROW ROAD LEADING
 BT1250'TO TOP OF A WOODED HILL AND BAXTER LOOKOUT TOWER, 49 FEET
 BT1250'SOUTH-SOUTHEAST OF THE SOUTHEAST LEG OF LOOKOUT TOWER, 67 FEET
 BT1250'SOUTH OF STATION MARK, 90 1/2 FEET SOUTHWEST OF RM NO. 1, AND
 BT1250'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2638 ***********************************************************************
 BG2638  DESIGNATION -  BAY MINETTE
 BG2638  PID         -  BG2638
 BG2638  STATE/COUNTY-  AL/BALDWIN
 BG2638  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG2638
 BG2638                         *CURRENT SURVEY CONTROL
 BG2638  ___________________________________________________________________
 BG2638* NAD 83(1992)-  30 53 00.78143(N)    087 46 28.48198(W)     ADJUSTED  
 BG2638* NAVD 88     -        82.665  (meters)     271.21   (feet)  ADJUSTED  
 BG2638  ___________________________________________________________________
 BG2638  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 BG2638  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BG2638  DYNAMIC HT  -          82.559 (meters)     270.86  (feet)  COMP
 BG2638  MODELED GRAV-     979,351.5   (mgal)                       NAVD 88
 BG2638
 BG2638  HORZ ORDER  -  FIRST
 BG2638  VERT ORDER  -  FIRST     CLASS II
 BG2638
 BG2638.The horizontal coordinates were established by classical geodetic methods
 BG2638.and adjusted by the National Geodetic Survey in December 1992..
 BG2638
 BG2638.The orthometric height was determined by differential leveling
 BG2638.and adjusted by the National Geodetic Survey in June 1991..
 BG2638
 BG2638.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2638
 BG2638.The geoid height was determined by GEOID03.
 BG2638
 BG2638.The dynamic height is computed by dividing the NAVD 88
 BG2638.geopotential number by the normal gravity value computed on the
 BG2638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2638.degrees latitude (g = 980.6199 gals.).
 BG2638
 BG2638.The modeled gravity was interpolated from observed gravity values.
 BG2638
 BG2638;                    North         East     Units Scale Factor Converg.
 BG2638;SPC AL W     -    97,976.097   573,746.490   MT  0.99994183   -0 08 27.4
 BG2638;UTM  16      - 3,416,953.397   425,963.278   MT  0.99966761   -0 23 51.4
 BG2638
 BG2638!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2638!SPC AL W     -   0.99999147  x   0.99994183  =   0.99993330
 BG2638!UTM  16      -   0.99999147  x   0.99966761  =   0.99965908
 BG2638
 BG2638|---------------------------------------------------------------------|
 BG2638| PID    Reference Object                     Distance      Geod. Az  |
 BG2638|                                                           dddmmss.s |
 BG2638| BG4159 BAY MINETTE FUNNEL SHAPED TANK      162.324 METERS 00323     |
 BG2638| BG4136 ATLANTA MOBILE AWY BCN 15           APPROX.11.0 KM 0380340.2 |
 BG2638| BU1947 ATLANTA MOBILE LDG FLD BCN 16       APPROX.28.9 KM 0420949.5 |
 BG2638| DD8347 BAY MINETTE RM 3                     14.685 METERS 06541     |
 BG2638| BG2637 BAY MINETTE RM 1                     41.581 METERS 06643     |
 BG2638| BG4158 BAY MINETTE NEWPORT TURP TANK       APPROX. 0.8 KM 0915354.3 |
 BG2638| BG4157 BAY MINETTE COUNTY CTHSE CUP         53.230 METERS 14019     |
 BG2638| DD8346 BAY MINETTE RM 2                     62.219 METERS 18624     |
 BG2638| DD8348 BAY MINETTE RM 4                     33.398 METERS 19611     |
 BG2638| BG2636 BAY MINETTE AZ MK                   447.473 METERS 3412346.4 |
 BG2638| BG4162 CBM 21                              307.332 METERS 34225     |
 BG2638|---------------------------------------------------------------------|
 BG2638
 BG2638                          SUPERSEDED SURVEY CONTROL
 BG2638
 BG2638  NAD 83(1986)-  30 53 00.80218(N)    087 46 28.48616(W) AD(       ) 1
 BG2638  NAD 27      -  30 53 00.13600(N)    087 46 28.51900(W) AD(       ) 1
 BG2638  NGVD 29 (??/??/92)   82.624  (m)          271.08   (f) ADJ UNCH    1 2
 BG2638
 BG2638.Superseded values are not recommended for survey control.
 BG2638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2638.See file dsdata.txt to determine how the superseded data were derived.
 BG2638
 BG2638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2596316953(NAD 83)
 BG2638_MARKER: DS = TRIANGULATION STATION DISK
 BG2638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2638_STAMPING: BAY MINETTE 1938
 BG2638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2638+STABILITY: SURFACE MOTION
 BG2638
 BG2638  HISTORY     - Date     Condition        Report By
 BG2638  HISTORY     - 1938     MONUMENTED       CGS
 BG2638  HISTORY     - 1939     GOOD             CGS
 BG2638  HISTORY     - 1940     GOOD             ALGS
 BG2638  HISTORY     - 1955     GOOD             NGS
 BG2638  HISTORY     - 1976     GOOD             NGS
 BG2638  HISTORY     - 20030817 GOOD             USPSQD
 BG2638
 BG2638                          STATION DESCRIPTION
 BG2638
 BG2638'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BG2638'THIS STATION IS LOCATED IN TOWN OF BAY MINETTE, ALABAMA, ON N SIDE OF
 BG2638'COURTHOUSE SQUARE, 2.4 FEET S OF A CONCRETE CURB ALONG N EDGE OF
 BG2638'COURTHOUSE GROUNDS, 50 FEET W OF W EDGE OF N WALK LEADING TO
 BG2638'COURTHOUSE DOOR, AND 89.9 FEET NW OF NW CORNER OF STEPS AT N DOOR
 BG2638'OF COURTHOUSE.  IT IS A STANDARD SIZE MONUMENT WHICH TAPERS RAPIDLY
 BG2638'TOWARD TOP, FORMING A 5 BY 5 INCH CONCRETE POST, AND IS SET
 BG2638'WITH A STANDARD BRONZE DISK ABOUT 1/2 INCH BELOW GROUND SURFACE.
 BG2638'
 BG2638'UNDERGROUND AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 BG2638'CONCRETE.
 BG2638'
 BG2638'REFERENCE MARK NO. 1 IS ENE OF STATION, A STANDARD BRONZE DISK
 BG2638'CEMENTED IN A DRILL HOLE FLUSH WITH SURFACE, IN N CURB OF COURTHOUSE
 BG2638'GROUNDS, 81 FEET E OF E EDGE OF N WALK LEADING TO COURTHOUSE DOOR,
 BG2638'AND 6 FEET NW OF AN 8-INCH OAK TREE.  REFERENCE MARK NO. 2 IS S OF
 BG2638'STATION IN W CURB OF COURTHOUSE GROUNDS, IS MARKED SAME AS REFERENCE
 BG2638'MARK NO.1, LIES 29.96 FEET S OF S EDGE OF W WALK LEADING TO COURTHOUSE
 BG2638'DOOR.
 BG2638'
 BG2638'E 115, A USC AND G AND SS BENCH MARK, IS S OF STATION, 15.64 FEET E
 BG2638'OF AN IRON BOLT IN W CURB OF COURTHOUSE GROUNDS, 43.15 FEET S OF S
 BG2638'EDGE OF WALK LEADING TO W DOOR OF COURTHOUSE, A 6 BY 6 INCH
 BG2638'CONCRETE POST SET WITH A BRONZE DISK, AND FLUSH WITH GROUND
 BG2638'SURFACE.
 BG2638'
 BG2638'AZIMUTH MARK IS NNW OF STATION, 33 FEET E OF CENTER LINE OF HAND
 BG2638'AVENUE, 40 FEET S OF CENTER LINE OF 6TH ST., 2 FEET W OF W EDGE OF
 BG2638'SIDEWALK, 3 FEET E OF A TELEPHONE POLE, AND FLUSH WITH GROUND
 BG2638'SURFACE.
 BG2638'
 BG2638'HEIGHT OF LIGHT ABOVE STATION MARK - 120 FEET.
 BG2638
 BG2638                          STATION RECOVERY (1939)
 BG2638
 BG2638'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (HWG)
 BG2638'STATION WAS RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BG2638
 BG2638                          STATION RECOVERY (1940)
 BG2638
 BG2638'RECOVERY NOTE BY ALABAMA GEODETIC SURVEY 1940 (MJS)
 BG2638'FROM LETTER DATED JULY 13, 1940 FROM M. J. SAVELLE, GENERAL
 BG2638'SUPERINTENDENT, GEODETIC CONTROL PROJECT, 202 RAMSEY HALL, AUBURN,
 BG2638'ALABAMA -
 BG2638'
 BG2638'UNDER SEPARATE COVER WE ARE MAILING YOU THE BRONZE DISK FROM R.M. NO.
 BG2638'2 BAY MINETTE 1939, BALDWIN COUNTY, ALA.  THIS MARKER WAS ORIGINALLY
 BG2638'SET IN CONCRETE CURB AND WAS DESTROUED BY A TRUCK ACCIDENT.
 BG2638'
 BG2638'THE DISK WAS RECIEVED AT THE OFFICE JULY 18, 1940.
 BG2638
 BG2638                          STATION RECOVERY (1955)
 BG2638
 BG2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 BG2638'AT BAY MINETTE.
 BG2638'AT BAY MINETTE, AT THE NORTHWEST SIDE OF COURT HOUSE LAWN,
 BG2638'3.1 FEET SOUTHEAST OF THE NORTHWEST EDGE OF NORTHWEST CONCRETE
 BG2638'CURB AROUND LAWN, 48 FEET SOUTHWEST OF SOUTHWEST EDGE OF A
 BG2638'CONCRETE WALK LEADING TO COURTHOUSE, 58.75 FEET WEST-NORTHWEST
 BG2638'OF THE WEST CORNER OF 2-STORY TAN BRICK ADDITION TO ORIGINAL
 BG2638'COURT HOUSE BUILDING, 136.4 FEET SOUTHWEST OF RM NO. 1, AND
 BG2638'SET IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES BELOW SURFACE
 BG2638'OF GROUND.
 BG2638
 BG2638                          STATION RECOVERY (1976)
 BG2638
 BG2638'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BG2638'THE STATION WAS VISITED 4-22-76 AND STATION MARK AND AZIMUTH MARK
 BG2638'WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE
 BG2638'TO THE STATION AT THIS TIME.  REFERENCE MARKS NO 1 AND NO 2 WERE
 BG2638'DESTROYED.  NEW REFERENCE MARKS WERE ESTABLISHED AT THIS DATE AND
 BG2638'POLARIS AND DISTANCE WAS MADE TO ALABAMA HIGHWAY SURVEY MARK CBM
 BG2638'21 1976 AND CAN BE USED AS THE AZIMUTH MARK.
 BG2638'
 BG2638'A NEW DESCRIPTION FOLLOWS--
 BG2638'
 BG2638'THE STATION IS LOCATED IN THE CENTER OF THE SMALL TOWN OF BAY
 BG2638'MINETTE IN THE NORTHWEST LAWN OF THE COURTHOUSE.
 BG2638'
 BG2638'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 BG2638'BAY MINETTE 1938, SET IN TOP OF A SQUARE CONCRETE POST 1 INCH BELOW
 BG2638'THE SURFACE OF THE GROUND.  IT IS 48 FEET WEST OF THE WEST EDGE OF
 BG2638'NORTH SIDEWALK LEADING TO COURTHOUSE, 99 FEET NORTHWEST OF THE
 BG2638'NORTH WEST CORNER OF NORTH STEP AND 2.5 FEET SOUTH OF CURB OF
 BG2638'STREET.
 BG2638'
 BG2638'REFERENCE MARK NO 3 IS A STANDARD REFERENCE MARK DISK, STAMPED
 BG2638'BAY MINETTE 1938 NO 3 1976 SET IN A DRILL HOLE IN NORTHWEST CORNER
 BG2638'OF NORTH CONCRETE SIDEWALK LEADING TO COURTHOUSE.
 BG2638'IT IS 25.2 FEET NORTH OF BOTTOM STEP OF NORTH ENTRANCE, 25.3
 BG2638'FEET EAST OF A 38 INCH LIVE OAK TREE, AND 5.8 FEET SOUTH OF
 BG2638'POWER POLE WITH STREET LIGHT.
 BG2638'
 BG2638'REFERENCE MARK NO 4 IS A STANDARD REFERENCE MARK DISK, STAMPED BAY
 BG2638'MINETTE 1938 NO 4 1976 SET IN A DRILL HOLE IN THE NORTH EDGE OF THE
 BG2638'CONCRETE SIDEWALK LEADING TO THE WEST ENTRANCE OF THE COURTHOUSE.
 BG2638'IT IS 50 FEET WEST OF THE BOTTOM STEP OF THE WEST ENTRANCE, 35.7
 BG2638'FEET NORTH-NORTHEAST OF A 50 INCH LIVE OAK TREE AND 21.5 FEET
 BG2638'WEST-NORTHWEST OF NORTHWEST CORNER OF WING OF COURTHOUSE.
 BG2638'
 BG2638'CBM 21 1976 (ALA. HWY. SUR.)MARK IS A BRONZE DISK, SET IN TOP OF A
 BG2638'ROUND CONCRETE POST FLUSH WITH THE GROUND AND STAMPED CBM 21 1976.
 BG2638'IT IS 0.18 MILE NORTH OF THE STATION, 101.6 FEET SOUTH-SOUTHEAST OF
 BG2638'THE CENTER OF 5TH STREET, 26.6 FEET EAST-NORTHEAST OF THE CENTER
 BG2638'OF HAND AVENUE (FOUR-LANE), 37.3 FEET SOUTH-SOUTHEAST OF A POWER
 BG2638'POLE, 37.2 FEET WEST-NORTHWEST OF A 36 INCH LIVE OAK TREE, AND 13
 BG2638'FEET WEST-SOUTHWEST OF EAST EDGE OF CONCRETE SIDE WALK.
 BG2638'
 BG2638'TO REACH CBM 21 1976 FROM STATION GO NORTH ON HAND AVENUE FOR 0.18
 BG2638'MILE TO MARK ON RIGHT.
 BG2638'
 BG2638'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--IN BAY MINETTE.
 BG2638
 BG2638                          STATION RECOVERY (2003)
 BG2638
 BG2638'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2638'MARK IS IN A GARDEN UNDERGROUND SEVERAL INCHES.WITNESS POST STILL ON
 BG2638'SITE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2636 ***********************************************************************
 BG2636  DESIGNATION -  BAY MINETTE AZ MK
 BG2636  PID         -  BG2636
 BG2636  STATE/COUNTY-  AL/BALDWIN
 BG2636  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG2636
 BG2636                         *CURRENT SURVEY CONTROL
 BG2636  ___________________________________________________________________
 BG2636* NAD 83(1992)-  30 53 14.55214(N)    087 46 33.85672(W)     ADJUSTED  
 BG2636* NAVD 88     -        81.799  (meters)     268.37   (feet)  ADJUSTED  
 BG2636  ___________________________________________________________________
 BG2636  X           -     212,592.270 (meters)                     COMP
 BG2636  Y           -  -5,474,331.155 (meters)                     COMP
 BG2636  Z           -   3,255,211.634 (meters)                     COMP
 BG2636  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 BG2636  ELLIP HEIGHT-          53.47  (meters)          (06/19/02) GPS OBS
 BG2636  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BG2636  DYNAMIC HT  -          81.694 (meters)     268.02  (feet)  COMP
 BG2636  MODELED GRAV-     979,352.1   (mgal)                       NAVD 88
 BG2636
 BG2636  HORZ ORDER  -  A
 BG2636  VERT ORDER  -  FIRST     CLASS II
 BG2636  ELLP ORDER  -  FOURTH    CLASS I
 BG2636
 BG2636.The horizontal coordinates were established by GPS observations
 BG2636.and adjusted by the National Geodetic Survey in June 2002..
 BG2636
 BG2636.The orthometric height was determined by differential leveling
 BG2636.and adjusted by the National Geodetic Survey in June 1991..
 BG2636
 BG2636.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG2636
 BG2636.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2636
 BG2636.The ellipsoidal height was determined by GPS observations
 BG2636.and is referenced to NAD 83.
 BG2636
 BG2636.The geoid height was determined by GEOID03.
 BG2636
 BG2636.The dynamic height is computed by dividing the NAVD 88
 BG2636.geopotential number by the normal gravity value computed on the
 BG2636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2636.degrees latitude (g = 980.6199 gals.).
 BG2636
 BG2636.The modeled gravity was interpolated from observed gravity values.
 BG2636
 BG2636;                    North         East     Units Scale Factor Converg.
 BG2636;SPC AL W     -    98,400.513   573,604.788   MT  0.99994192   -0 08 30.2
 BG2636;UTM  16      - 3,417,378.327   425,823.517   MT  0.99966787   -0 23 54.3
 BG2636
 BG2636!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2636!SPC AL W     -   0.99999160  x   0.99994192  =   0.99993352
 BG2636!UTM  16      -   0.99999160  x   0.99966787  =   0.99965948
 BG2636
 BG2636                          SUPERSEDED SURVEY CONTROL
 BG2636
 BG2636  NAD 83(1992)-  30 53 14.55207(N)    087 46 33.85596(W) AD(       ) B
 BG2636  ELLIP H (08/31/99)   53.49   (m)                       GP(       ) 3 1
 BG2636  NGVD 29 (??/??/92)   81.758  (m)          268.23   (f) ADJ UNCH    1 2
 BG2636
 BG2636.Superseded values are not recommended for survey control.
 BG2636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2636.See file dsdata.txt to determine how the superseded data were derived.
 BG2636
 BG2636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2582417378(NAD 83)
 BG2636_MARKER: DZ = AZIMUTH MARK DISK
 BG2636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2636_STAMPING: BAYMINETTE 1938
 BG2636_MARK LOGO: CGS   
 BG2636_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG2636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2636+STABILITY: SURFACE MOTION
 BG2636_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2636+SATELLITE: SATELLITE OBSERVATIONS - March 10, 1999
 BG2636
 BG2636  HISTORY     - Date     Condition        Report By
 BG2636  HISTORY     - 1938     MONUMENTED       CGS
 BG2636  HISTORY     - 1955     GOOD             NGS
 BG2636  HISTORY     - 1985     GOOD             USPSQD
 BG2636  HISTORY     - 19980122 GOOD             NGS
 BG2636  HISTORY     - 19990310 GOOD             NGS
 BG2636
 BG2636                          STATION DESCRIPTION
 BG2636
 BG2636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2636'AT BAY MINETTE.
 BG2636'AT BAY MINETTE, ABOUT 0.3 MILE NORTHWEST ALONG HAND AVENUE
 BG2636'FROM THE COURT HOUSE, AT INTERSECTION OF HAND AVENUE AND 6TH
 BG2636'STREET, 37 FEET NORTHEAST OF CENTER LINE OF HAND AVENUE, 40
 BG2636'FEET SOUTHEAST OF CENTER LINE OF 6TH STREET, 3.4 FEET EAST OF
 BG2636'A POWER POLE, 1.8 FEET WEST OF WEST CORNER OF A SIDE WALK,
 BG2636'ABOUT 1 FOOT ABOVE LEVEL OF HAND AVENUE AND SET IN THE TOP OF
 BG2636'A CONCRETE POST PROJECTING 1 INCH.
 BG2636
 BG2636                          STATION RECOVERY (1985)
 BG2636
 BG2636'RECOVERY NOTE BY US POWER SQUADRON 1985 (JNT)
 BG2636'RECOVERED IN GOOD CONDITION.
 BG2636
 BG2636                          STATION RECOVERY (1998)
 BG2636
 BG2636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (CSM)
 BG2636'THE STATION IS LOCATED IN BAY MINETTE, IN THE SOUTHEAST QUADRANT OF
 BG2636'THE INTERSECTION OF HAND AVE AND EAST 6TH ST, BETWEEN A UTILITY POLE
 BG2636'AND THE NORTHWEST CORNER OF A SIDEWALK.  OWNERSHIP--CITY OF BAY
 BG2636'MINETTE, CITY MANAGER, COUNTY COURTHOUSE, BAY MINETTE AL.  TO REACH
 BG2636'THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY 287
 BG2636'ON THE EAST-NORTHEAST SIDE OF THE COURTHOUSE SQUARE IN BAY MINETTE, GO
 BG2636'NORTHERLY FOR 0.54 KM (0.35 MI) AROUND THE NORTHEAST CORNER OF THE
 BG2636'SQUARE BEARING NORTH ON HAND AVENUE TO EAST 6TH ST AND THE STATION ON
 BG2636'THE RIGHT.  STATION IS 12.3 M (40.4 FT) SOUTH-SOUTHEAST OF THE CENTER
 BG2636'OF EAST 6TH STREET, 11.2 M (36.7 FT) EAST-NORTHEAST OF THE CENTER OF
 BG2636'HAND AVENUE, 1.0 M (3.3 FT) EAST-SOUTHEAST OF A UTILITY POLE NUMBER 40
 BG2636'WITH A STREET LIGHT, 0.5 M (1.6 FT) WEST OF THE NORTHWEST CORNER OF A
 BG2636'SIDEWALK, ABOUT 0.3 M (1.0 FT) ABOVE THE AVENUE LEVEL AND FLUSH WITH
 BG2636'GROUND.
 BG2636
 BG2636                          STATION RECOVERY (1999)
 BG2636
 BG2636'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BG2636'RECOVERED AS DESCRIBED 03/09/99 BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4160 ***********************************************************************
 BG4160  DESIGNATION -  BAY MINETTE BAY SLACKS TANK
 BG4160  PID         -  BG4160
 BG4160  STATE/COUNTY-  AL/BALDWIN
 BG4160  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG4160
 BG4160                         *CURRENT SURVEY CONTROL
 BG4160  ___________________________________________________________________
 BG4160* NAD 83(1992)-  30 52 50.66626(N)    087 46 13.53245(W)     ADJUSTED  
 BG4160* NAVD 88     -                                                        
 BG4160  ___________________________________________________________________
 BG4160  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 BG4160  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BG4160
 BG4160  HORZ ORDER  -  THIRD
 BG4160
 BG4160.The horizontal coordinates were established by classical geodetic methods
 BG4160.and adjusted by the National Geodetic Survey in December 1992..
 BG4160
 BG4160
 BG4160.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4160
 BG4160.The geoid height was determined by GEOID03.
 BG4160
 BG4160;                    North         East     Units Scale Factor Converg.
 BG4160;SPC AL W     -    97,663.635   574,142.787   MT  0.99994158   -0 08 19.7
 BG4160;UTM  16      - 3,416,639.249   426,358.064   MT  0.99966690   -0 23 43.6
 BG4160
 BG4160                          SUPERSEDED SURVEY CONTROL
 BG4160
 BG4160  NAD 83(1986)-  30 52 50.68689(N)    087 46 13.53740(W) AD(       ) 4
 BG4160  NAD 27      -  30 52 50.02162(N)    087 46 13.56579(W) AD(       ) 3
 BG4160
 BG4160.Superseded values are not recommended for survey control.
 BG4160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4160.See file dsdata.txt to determine how the superseded data were derived.
 BG4160
 BG4160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2635816639(NAD 83)
 BG4160_MARKER: 53 = ELEVATED TANK
 BG4160
 BG4160  HISTORY     - Date     Condition        Report By
 BG4160  HISTORY     - 1964     FIRST OBSERVED   CGS
 BG4160  HISTORY     - 20030801 MARK NOT FOUND   USPSQD
 BG4160
 BG4160                          STATION DESCRIPTION
 BG4160
 BG4160'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BG4160'STATION IS LOCATED IN THE TOWN OF BAY MINETTE, ABOUT 0.4 MILE
 BG4160'SOUTHEAST OF THE BALDWIN COUNTY COURTHOUSE AND ABOUT 400 FEET
 BG4160'SOUTHEAST OF THE LOUISVILLE AND NASHVILLE RAILROAD STATION, WHICH
 BG4160'IS LOCATED AT THE CORNER OF SOUTH HALL AVENUE AND NEWPORT
 BG4160'PARKWAY.  IT IS ABOUT 150 FEET IN HEIGHT, HAS 4 STEEL LEGS AND
 BG4160'A CONICAL SHAPED ROOF.
 BG4160'
 BG4160'THE BALL AT THE TOP OF THE TANK WAS THE POINT INTERSECTED.
 BG4160
 BG4160                          STATION RECOVERY (2003)
 BG4160
 BG4160'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4160'TANK APPARENTLY HAS BEEN DISMANTLED. THERE IS NO TANK AT THIS
 BG4160'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4159 ***********************************************************************
 BG4159  DESIGNATION -  BAY MINETTE FUNNEL SHAPED TANK
 BG4159  PID         -  BG4159
 BG4159  STATE/COUNTY-  AL/BALDWIN
 BG4159  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG4159
 BG4159                         *CURRENT SURVEY CONTROL
 BG4159  ___________________________________________________________________
 BG4159* NAD 83(1992)-  30 53 06.04315(N)    087 46 28.12207(W)     ADJUSTED  
 BG4159* NAVD 88     -                                                        
 BG4159  ___________________________________________________________________
 BG4159  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 BG4159  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BG4159
 BG4159  HORZ ORDER  -  THIRD
 BG4159
 BG4159.The horizontal coordinates were established by classical geodetic methods
 BG4159.and adjusted by the National Geodetic Survey in December 1992..
 BG4159
 BG4159
 BG4159.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4159
 BG4159.The geoid height was determined by GEOID03.
 BG4159
 BG4159;                    North         East     Units Scale Factor Converg.
 BG4159;SPC AL W     -    98,138.106   573,756.447   MT  0.99994183   -0 08 27.2
 BG4159;UTM  16      - 3,417,115.316   425,973.958   MT  0.99966759   -0 23 51.3
 BG4159
 BG4159                          SUPERSEDED SURVEY CONTROL
 BG4159
 BG4159  NAD 83(1986)-  30 53 06.06415(N)    087 46 28.12632(W) AD(       ) 4
 BG4159  NAD 27      -  30 53 05.39900(N)    087 46 28.15900(W) AD(       ) 3
 BG4159
 BG4159.Superseded values are not recommended for survey control.
 BG4159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4159.See file dsdata.txt to determine how the superseded data were derived.
 BG4159
 BG4159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2597417115(NAD 83)
 BG4159_MARKER: 51 = TANK
 BG4159_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4159+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 BG4159
 BG4159  HISTORY     - Date     Condition        Report By
 BG4159  HISTORY     - 1938     FIRST OBSERVED   CGS
 BG4159  HISTORY     - 20030731 GOOD             USPSQD
 BG4159
 BG4159                          STATION DESCRIPTION
 BG4159
 BG4159'DESCRIBED BY US POWER SQUADRON 2003 (RLR)
 BG4159'THE TANK IS IN THE CONFINES OF THE CORRECTION CENTER. NORTH OF 3RD
 BG4159'ST,WEST OF HOYLE AV, EAST OF HAND AV.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4161 ***********************************************************************
 BG4161  DESIGNATION -  BAY MINETTE MUNICIPAL TANK
 BG4161  PID         -  BG4161
 BG4161  STATE/COUNTY-  AL/BALDWIN
 BG4161  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG4161
 BG4161                         *CURRENT SURVEY CONTROL
 BG4161  ___________________________________________________________________
 BG4161* NAD 83(1992)-  30 52 45.39870(N)    087 46 31.88692(W)     ADJUSTED  
 BG4161* NAVD 88     -                                                        
 BG4161  ___________________________________________________________________
 BG4161  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 BG4161  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BG4161
 BG4161  HORZ ORDER  -  THIRD
 BG4161
 BG4161.The horizontal coordinates were established by classical geodetic methods
 BG4161.and adjusted by the National Geodetic Survey in December 1992..
 BG4161
 BG4161
 BG4161.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4161
 BG4161.The geoid height was determined by GEOID03.
 BG4161
 BG4161;                    North         East     Units Scale Factor Converg.
 BG4161;SPC AL W     -    97,502.615   573,654.887   MT  0.99994189   -0 08 29.1
 BG4161;SPC FL N     -   212,819.850   286,815.198   MT  1.00002545   -1 38 45.7
 BG4161;SPC FL N     -   698,226.46    940,992.86   sFT  1.00002545   -1 38 45.7
 BG4161;UTM  16      - 3,416,480.459   425,869.581   MT  0.99966779   -0 23 52.9
 BG4161
 BG4161                          SUPERSEDED SURVEY CONTROL
 BG4161
 BG4161  NAD 83(1986)-  30 52 45.41936(N)    087 46 31.89190(W) AD(       ) 4
 BG4161  NAD 27      -  30 52 44.75420(N)    087 46 31.91978(W) AD(       ) 3
 BG4161
 BG4161.Superseded values are not recommended for survey control.
 BG4161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4161.See file dsdata.txt to determine how the superseded data were derived.
 BG4161
 BG4161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2587016480(NAD 83)
 BG4161_MARKER: 53 = ELEVATED TANK
 BG4161_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4161+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 BG4161
 BG4161  HISTORY     - Date     Condition        Report By
 BG4161  HISTORY     - 1964     FIRST OBSERVED   CGS
 BG4161  HISTORY     - 1985     GOOD             USPSQD
 BG4161  HISTORY     - 20030801 GOOD             USPSQD
 BG4161
 BG4161                          STATION DESCRIPTION
 BG4161
 BG4161'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BG4161'STATION IS LOCATED IN THE TOWN OF BAY MINETTE, ABOUT 0.3 MILE
 BG4161'SOUTHWEST OF THE BALDWIN COUNTY COURTHOUSE AND ABOUT 50 FEET
 BG4161'SOUTH OF THE LOUISVILLE AND NASHVILLE RAILROAD.  IT IS ABOUT 125
 BG4161'FEET IN HEIGHT, SILVER IN COLOR AND HAS 6 TUBULAR LEGS WITH A
 BG4161'STANDPIPE IN THE CENTER.
 BG4161'
 BG4161'THE APEX OF THE TANK WAS THE POINT INTERSECTED.
 BG4161
 BG4161                          STATION RECOVERY (1985)
 BG4161
 BG4161'RECOVERY NOTE BY US POWER SQUADRON 1985 (EC)
 BG4161'RECOVERED IN GOOD CONDITION.
 BG4161
 BG4161                          STATION RECOVERY (2003)
 BG4161
 BG4161'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4161'THE TANK IS PAINTED WHITE AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4158 ***********************************************************************
 BG4158  DESIGNATION -  BAY MINETTE NEWPORT TURP TANK
 BG4158  PID         -  BG4158
 BG4158  STATE/COUNTY-  AL/BALDWIN
 BG4158  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG4158
 BG4158                         *CURRENT SURVEY CONTROL
 BG4158  ___________________________________________________________________
 BG4158* NAD 83(1992)-  30 52 59.88063(N)    087 45 57.00873(W)     ADJUSTED  
 BG4158* NAVD 88     -                                                        
 BG4158  ___________________________________________________________________
 BG4158  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 BG4158  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BG4158
 BG4158  HORZ ORDER  -  THIRD
 BG4158
 BG4158.The horizontal coordinates were established by classical geodetic methods
 BG4158.and adjusted by the National Geodetic Survey in December 1992..
 BG4158
 BG4158
 BG4158.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4158
 BG4158.The geoid height was determined by GEOID03.
 BG4158
 BG4158;                    North         East     Units Scale Factor Converg.
 BG4158;SPC AL W     -    97,946.334   574,582.338   MT  0.99994130   -0 08 11.2
 BG4158;UTM  16      - 3,416,919.899   426,798.755   MT  0.99966610   -0 23 35.2
 BG4158
 BG4158                          SUPERSEDED SURVEY CONTROL
 BG4158
 BG4158  NAD 83(1986)-  30 52 59.90143(N)    087 45 57.01356(W) AD(       ) 4
 BG4158  NAD 27      -  30 52 59.23500(N)    087 45 57.04400(W) AD(       ) 3
 BG4158
 BG4158.Superseded values are not recommended for survey control.
 BG4158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4158.See file dsdata.txt to determine how the superseded data were derived.
 BG4158
 BG4158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2679916920(NAD 83)
 BG4158_MARKER: 51 = TANK
 BG4158_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4158+SATELLITE: SATELLITE OBSERVATIONS - July 31, 2003
 BG4158
 BG4158  HISTORY     - Date     Condition        Report By
 BG4158  HISTORY     - 1938     FIRST OBSERVED   CGS
 BG4158  HISTORY     - 20030731 GOOD             USPSQD
 BG4158
 BG4158                          STATION DESCRIPTION
 BG4158
 BG4158'DESCRIBED BY US POWER SQUADRON 2003 (RLR)
 BG4158'THE TANK IS IN A VERY RUSTED CONDITION. IT IS SOUTH-EAST OF THE
 BG4158'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4166 ***********************************************************************
 BG4166  DESIGNATION -  BAY MINETTE RAD STA WCBA MAST
 BG4166  PID         -  BG4166
 BG4166  STATE/COUNTY-  AL/BALDWIN
 BG4166  USGS QUAD   -  BAY MINETTE SOUTH (1985)
 BG4166
 BG4166                         *CURRENT SURVEY CONTROL
 BG4166  ___________________________________________________________________
 BG4166* NAD 83(1992)-  30 52 11.92389(N)    087 46 08.04527(W)     ADJUSTED  
 BG4166* NAVD 88     -                                                        
 BG4166  ___________________________________________________________________
 BG4166  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 BG4166  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BG4166
 BG4166  HORZ ORDER  -  THIRD
 BG4166
 BG4166.The horizontal coordinates were established by classical geodetic methods
 BG4166.and adjusted by the National Geodetic Survey in December 1992..
 BG4166
 BG4166
 BG4166.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4166
 BG4166.The geoid height was determined by GEOID03.
 BG4166
 BG4166;                    North         East     Units Scale Factor Converg.
 BG4166;SPC AL W     -    96,470.228   574,285.655   MT  0.99994149   -0 08 16.7
 BG4166;SPC FL N     -   211,771.169   287,418.689   MT  1.00002345   -1 38 33.7
 BG4166;SPC FL N     -   694,785.91    942,972.82   sFT  1.00002345   -1 38 33.7
 BG4166;UTM  16      - 3,415,445.542   426,495.547   MT  0.99966665   -0 23 40.3
 BG4166
 BG4166                          SUPERSEDED SURVEY CONTROL
 BG4166
 BG4166  NAD 83(1986)-  30 52 11.94454(N)    087 46 08.05046(W) AD(       ) 4
 BG4166  NAD 27      -  30 52 11.27836(N)    087 46 08.07660(W) AD(       ) 3
 BG4166
 BG4166.Superseded values are not recommended for survey control.
 BG4166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4166.See file dsdata.txt to determine how the superseded data were derived.
 BG4166
 BG4166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2649615446(NAD 83)
 BG4166_MARKER: 42 = RADIO/TV MAST
 BG4166_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4166+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 BG4166
 BG4166  HISTORY     - Date     Condition        Report By
 BG4166  HISTORY     - 1964     FIRST OBSERVED   CGS
 BG4166  HISTORY     - 20030801 GOOD             USPSQD
 BG4166
 BG4166                          STATION DESCRIPTION
 BG4166
 BG4166'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BG4166'MAST IS CONSTRUCTED OF 3-STEEL TUBULAR LEGS, SET ON A PEDESTAL
 BG4166'TYPE BASE AND MAST IS IN A TRIANGULAR SHAPE.
 BG4166'
 BG4166'MAST IS ABOUT 140 FEET IN HEIGHT, PAINTED ORANGE-WHITE SECTIONS
 BG4166'AND HAS A RED LIGHT AT THE TOP.
 BG4166'
 BG4166'MAST IS LOCATED ABOUT 1/2 MILE SOUTH OF THE CENTRAL SECTION OF
 BG4166'BAY MINETTE.
 BG4166'
 BG4166'POINT INTERSECTED, WAS THE RED LIGHT AT THE TOP.
 BG4166
 BG4166                          STATION RECOVERY (2003)
 BG4166
 BG4166'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4166'LOCATION WAS ASCERTAINED WITH GARMIN 72 GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2637 ***********************************************************************
 BG2637  DESIGNATION -  BAY MINETTE RM 1
 BG2637  PID         -  BG2637
 BG2637  STATE/COUNTY-  AL/BALDWIN
 BG2637  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG2637
 BG2637                         *CURRENT SURVEY CONTROL
 BG2637  ___________________________________________________________________
 BG2637* NAD 83(1986)-  30 52 59.     (N)    087 46 28.     (W)     SCALED    
 BG2637* NAVD 88     -        82.830  (meters)     271.75   (feet)  ADJUSTED  
 BG2637  ___________________________________________________________________
 BG2637  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BG2637  DYNAMIC HT  -          82.723 (meters)     271.40  (feet)  COMP
 BG2637  MODELED GRAV-     979,351.5   (mgal)                       NAVD 88
 BG2637
 BG2637  VERT ORDER  -  FIRST     CLASS II
 BG2637
 BG2637.The horizontal coordinates were scaled from a topographic map and have
 BG2637.an estimated accuracy of +/- 6 seconds.
 BG2637
 BG2637.The orthometric height was determined by differential leveling
 BG2637.and adjusted by the National Geodetic Survey in June 1991..
 BG2637
 BG2637.The geoid height was determined by GEOID03.
 BG2637
 BG2637.The dynamic height is computed by dividing the NAVD 88
 BG2637.geopotential number by the normal gravity value computed on the
 BG2637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2637.degrees latitude (g = 980.6199 gals.).
 BG2637
 BG2637.The modeled gravity was interpolated from observed gravity values.
 BG2637
 BG2637;                    North         East    Units  Estimated Accuracy
 BG2637;SPC AL W     -    97,920.      573,760.      MT  (+/- 180 meters Scaled)
 BG2637
 BG2637                          SUPERSEDED SURVEY CONTROL
 BG2637
 BG2637  NGVD 29 (??/??/92)   82.789  (m)          271.62   (f) ADJ UNCH    1 2
 BG2637
 BG2637.Superseded values are not recommended for survey control.
 BG2637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2637.See file dsdata.txt to determine how the superseded data were derived.
 BG2637
 BG2637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV259168(NAD 83)
 BG2637_MARKER: DR = REFERENCE MARK DISK
 BG2637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG2637_SP_SET: CURB
 BG2637_STAMPING: BAY MINETTE NO 1 1938
 BG2637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2637
 BG2637  HISTORY     - Date     Condition        Report By
 BG2637  HISTORY     - 1938     MONUMENTED       CGS
 BG2637  HISTORY     - 1955     GOOD             NGS
 BG2637  HISTORY     - 20030731 MARK NOT FOUND   USPSQD
 BG2637
 BG2637                          STATION DESCRIPTION
 BG2637
 BG2637'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2637'AT BAY MINETTE.
 BG2637'AT BAY MINETTE, ON NORTHWEST SIDE OF COURT HOUSE LAWN, IN
 BG2637'THE TOP OF THE CONCRETE CURB AROUND LAWN, 78 1/2 FEET NORTHEAST
 BG2637'OF NORTHEAST EDGE OF A CONCRETE WALK LEADING TO COURT HOUSE,
 BG2637'80 1/2 FEET NORTH-NORTHEAST OF NORTH CORNER OF 2-STORY TAN
 BG2637'BRICK ADDITION TO ORIGINAL COURT HOUSE BUILDING, 8 FEET
 BG2637'WEST-NORTHWEST OF A 20-INCH OAK TREE, 136.4 FEET NORTHEAST OF THE
 BG2637'STATION MARK AND ABOUT LEVEL WITH LAWN.
 BG2637
 BG2637                          STATION RECOVERY (2003)
 BG2637
 BG2637'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2637'WITNESS POST FOUND. MARKER MAY BE AT THIS LOCATION, HOWEVER, THE
 BG2637'GROUNDSKEEPER HAS GROUND IVY PLANTED OVER A LARGE AREA. MAKING IT
 BG2637'EXTREMELY DIFFICULT TO EXPLORE. BRICK SIDEWALKS ARE NOW IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4164 ***********************************************************************
 BG4164  DESIGNATION -  BAY MINETTE STD FURN MFG TANK
 BG4164  PID         -  BG4164
 BG4164  STATE/COUNTY-  AL/BALDWIN
 BG4164  USGS QUAD   -  BAY MINETTE SOUTH (1985)
 BG4164
 BG4164                         *CURRENT SURVEY CONTROL
 BG4164  ___________________________________________________________________
 BG4164* NAD 83(1992)-  30 52 07.37431(N)    087 46 46.56593(W)     ADJUSTED  
 BG4164* NAVD 88     -                                                        
 BG4164  ___________________________________________________________________
 BG4164  LAPLACE CORR-           1.61  (seconds)                    DEFLEC99
 BG4164  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BG4164
 BG4164  HORZ ORDER  -  THIRD
 BG4164
 BG4164.The horizontal coordinates were established by classical geodetic methods
 BG4164.and adjusted by the National Geodetic Survey in December 1992..
 BG4164
 BG4164
 BG4164.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4164
 BG4164.The geoid height was determined by GEOID03.
 BG4164
 BG4164;                    North         East     Units Scale Factor Converg.
 BG4164;SPC AL W     -    96,332.638   573,262.070   MT  0.99994215   -0 08 36.4
 BG4164;SPC FL N     -   211,660.496   286,391.760   MT  1.00002318   -1 38 53.1
 BG4164;SPC FL N     -   694,422.81    939,603.63   sFT  1.00002318   -1 38 53.1
 BG4164;UTM  16      - 3,415,312.574   425,471.637   MT  0.99966852   -0 24 00.0
 BG4164
 BG4164                          SUPERSEDED SURVEY CONTROL
 BG4164
 BG4164  NAD 83(1986)-  30 52 07.39499(N)    087 46 46.57142(W) AD(       ) 4
 BG4164  NAD 27      -  30 52 06.72857(N)    087 46 46.59341(W) AD(       ) 3
 BG4164
 BG4164.Superseded values are not recommended for survey control.
 BG4164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4164.See file dsdata.txt to determine how the superseded data were derived.
 BG4164
 BG4164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2547215313(NAD 83)
 BG4164_MARKER: 53 = ELEVATED TANK
 BG4164_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4164+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2003
 BG4164
 BG4164  HISTORY     - Date     Condition        Report By
 BG4164  HISTORY     - 1964     FIRST OBSERVED   CGS
 BG4164  HISTORY     - 1985     GOOD             USPSQD
 BG4164  HISTORY     - 20030801 GOOD             USPSQD
 BG4164
 BG4164                          STATION DESCRIPTION
 BG4164
 BG4164'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BG4164'STATION IS A STEEL TANK WITH A CONICAL SHAPED ROOF, SUPPORTED
 BG4164'BY 4-STEEL CHANNEL LEGS.
 BG4164'
 BG4164'TANK IS SILVER IN COLOR AND ABOUT 140 FEET IN HEIGHT.
 BG4164'
 BG4164'STATION IS LOCATED ABOUT 1-1/4 MILES SOUTH, ALONG STATE HIGHWAY
 BG4164'31 AND ON THE EAST SIDE OF HIGHWAY 31.
 BG4164'
 BG4164'POINT INTERSECTED, WAS THE TOP-CENTER OF THE TANK.
 BG4164
 BG4164                          STATION RECOVERY (1985)
 BG4164
 BG4164'RECOVERY NOTE BY US POWER SQUADRON 1985 (EC)
 BG4164'RECOVERED IN GOOD CONDITION.
 BG4164
 BG4164                          STATION RECOVERY (2003)
 BG4164
 BG4164'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4164'THE TANK IS NEED OF PAINT. LETTERING ON TANK IS STANDARD FURNITURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2107 ***********************************************************************
 BH2107  DESIGNATION -  BAYOU ALOE ENTRANCE LIGHT 2
 BH2107  PID         -  BH2107
 BH2107  STATE/COUNTY-  AL/MOBILE
 BH2107  USGS QUAD   -  HERON BAY (1982)
 BH2107
 BH2107                         *CURRENT SURVEY CONTROL
 BH2107  ___________________________________________________________________
 BH2107* NAD 83(1992)-  30 16 17.50711(N)    088 08 34.81575(W)     ADJUSTED  
 BH2107* NAVD 88     -                                                        
 BH2107  ___________________________________________________________________
 BH2107  LAPLACE CORR-           0.44  (seconds)                    DEFLEC99
 BH2107  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BH2107
 BH2107  HORZ ORDER  -  THIRD
 BH2107
 BH2107.The horizontal coordinates were established by classical geodetic methods
 BH2107.and adjusted by the National Geodetic Survey in December 1992..
 BH2107
 BH2107
 BH2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2107
 BH2107.The geoid height was determined by GEOID03.
 BH2107
 BH2107;                    North         East     Units Scale Factor Converg.
 BH2107;SPC AL W     -    30,273.359   538,131.975   MT  0.99998054   -0 19 26.9
 BH2107;UTM  16      - 3,349,426.527   390,057.609   MT  0.99974912   -0 34 34.5
 BH2107
 BH2107                          SUPERSEDED SURVEY CONTROL
 BH2107
 BH2107  NAD 83(1986)-  30 16 17.53073(N)    088 08 34.81742(W) AD(       ) 4
 BH2107  NAD 27      -  30 16 16.80200(N)    088 08 34.81200(W) AD(       ) 3
 BH2107
 BH2107.Superseded values are not recommended for survey control.
 BH2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2107.See file dsdata.txt to determine how the superseded data were derived.
 BH2107
 BH2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9005849427(NAD 83)
 BH2107_MARKER: 14 = NAVIGATION LIGHT
 BH2107
 BH2107  HISTORY     - Date     Condition        Report By
 BH2107  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2107
 BH2107                          STATION DESCRIPTION
 BH2107
 BH2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2107'LIGHT IS LOCATED IN MISSISSIPPI SOUND AT THE ENTRANCE TO BAYOU ALOE
 BH2107'ABOUT 1.5 MILES W OF NORTH POINT.
 BH2107'
 BH2107'STATION IS THE LIGHT ON RED BOX ON DOLPHIN ABOUT 17 FT IN HEIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2132 ***********************************************************************
 BH2132  DESIGNATION -  BAYOU CODEN CHANNEL LEAD LT
 BH2132  PID         -  BH2132
 BH2132  STATE/COUNTY-  AL/MOBILE
 BH2132  USGS QUAD   -  CODEN (1985)
 BH2132
 BH2132                         *CURRENT SURVEY CONTROL
 BH2132  ___________________________________________________________________
 BH2132* NAD 83(1992)-  30 22 33.71363(N)    088 14 27.30009(W)     ADJUSTED  
 BH2132* NAVD 88     -                                                        
 BH2132  ___________________________________________________________________
 BH2132  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BH2132  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BH2132
 BH2132  HORZ ORDER  -  THIRD
 BH2132
 BH2132.The horizontal coordinates were established by classical geodetic methods
 BH2132.and adjusted by the National Geodetic Survey in May 1994..
 BH2132
 BH2132
 BH2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2132
 BH2132.The geoid height was determined by GEOID03.
 BH2132
 BH2132;                    North         East     Units Scale Factor Converg.
 BH2132;SPC AL W     -    41,915.276   528,786.530   MT  0.99999587   -0 22 28.8
 BH2132;UTM  16      - 3,361,106.876   380,765.660   MT  0.99977539   -0 37 39.3
 BH2132
 BH2132                          SUPERSEDED SURVEY CONTROL
 BH2132
 BH2132  NAD 83(1992)-  30 22 33.71423(N)    088 14 27.30005(W) AD(       ) 4
 BH2132  NAD 83(1986)-  30 22 33.73615(N)    088 14 27.30067(W) AD(       ) 4
 BH2132  NAD 27      -  30 22 33.02100(N)    088 14 27.28400(W) AD(       ) 3
 BH2132
 BH2132.Superseded values are not recommended for survey control.
 BH2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2132.See file dsdata.txt to determine how the superseded data were derived.
 BH2132
 BH2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8076661107(NAD 83)
 BH2132_MARKER: 14 = NAVIGATION LIGHT
 BH2132
 BH2132  HISTORY     - Date     Condition        Report By
 BH2132  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2132
 BH2132                          STATION DESCRIPTION
 BH2132
 BH2132'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2132'LOCATED ON THE E BANK OF BAYOU CODEN AT ITS ENTRANCE INTO
 BH2132'PORTERSVILLE BAY 80 FT N OF THE MARSH LINE AND 50 FT E OF THE E
 BH2132'MARSH LINE OF THE BAYOU.
 BH2132'
 BH2132'LIGHT ATOP SKELETON ALUMINUM TOWER ON MUD SILLS.  LIGHT IS 20 FT
 BH2132'ABOVE WATER.  LIGHT WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2178 ***********************************************************************
 BH2178  DESIGNATION -  BAYOU LA BATRE LIGHT 6
 BH2178  PID         -  BH2178
 BH2178  STATE/COUNTY-  AL/MOBILE
 BH2178  USGS QUAD   -  ISLE AUX HERBES (1958)
 BH2178
 BH2178                         *CURRENT SURVEY CONTROL
 BH2178  ___________________________________________________________________
 BH2178* NAD 83(1992)-  30 22 17.86037(N)    088 16 31.84498(W)     ADJUSTED  
 BH2178* NAVD 88     -                                                        
 BH2178  ___________________________________________________________________
 BH2178  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BH2178  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BH2178
 BH2178  HORZ ORDER  -  THIRD
 BH2178
 BH2178.The horizontal coordinates were established by classical geodetic methods
 BH2178.and adjusted by the National Geodetic Survey in May 1994..
 BH2178
 BH2178
 BH2178.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2178
 BH2178.The geoid height was determined by GEOID03.
 BH2178
 BH2178;                    North         East     Units Scale Factor Converg.
 BH2178;SPC AL W     -    41,449.353   525,457.903   MT  1.00000186   -0 23 31.6
 BH2178;SPC MS E     -    96,748.286   353,618.126   MT  0.99998545   +0 16 55.4
 BH2178;SPC MS E     -   317,415.00  1,160,162.14   sFT  0.99998545   +0 16 55.4
 BH2178;UTM  16      - 3,360,655.747   377,435.737   MT  0.99978532   -0 38 42.0
 BH2178
 BH2178                          SUPERSEDED SURVEY CONTROL
 BH2178
 BH2178  NAD 83(1992)-  30 22 17.86129(N)    088 16 31.84487(W) AD(       ) 4
 BH2178  NAD 83(1986)-  30 22 17.88296(N)    088 16 31.84507(W) AD(       ) 4
 BH2178  NAD 27      -  30 22 17.16500(N)    088 16 31.82100(W) AD(       ) 3
 BH2178
 BH2178.Superseded values are not recommended for survey control.
 BH2178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2178.See file dsdata.txt to determine how the superseded data were derived.
 BH2178
 BH2178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7743660656(NAD 83)
 BH2178_MARKER: 14 = NAVIGATION LIGHT
 BH2178
 BH2178  HISTORY     - Date     Condition        Report By
 BH2178  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2178
 BH2178                          STATION DESCRIPTION
 BH2178
 BH2178'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2178'LOCATED IN MISSISSIPPI SOUND APPROXIMATELY 0.75 MILE SOUTHWEST OF THE
 BH2178'MOUTH OF BAYOU LABATRE, APPROXIMATELY 1.2 MILES NORTHWEST OF THE
 BH2178'NORTH END OF ISLE AUX HERBES.  LIGHT ATOP RED BOX ON DOLPHIN, 17 FT
 BH2178'ABOVE WATER.  LIGHT WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2183 ***********************************************************************
 BH2183  DESIGNATION -  BAYOU LA BATRE LIGHT 2
 BH2183  PID         -  BH2183
 BH2183  STATE/COUNTY-  AL/MOBILE
 BH2183  USGS QUAD   -  ISLE AUX HERBES (1958)
 BH2183
 BH2183                         *CURRENT SURVEY CONTROL
 BH2183  ___________________________________________________________________
 BH2183* NAD 83(1992)-  30 21 01.92816(N)    088 17 03.73341(W)     ADJUSTED  
 BH2183* NAVD 88     -                                                        
 BH2183  ___________________________________________________________________
 BH2183  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BH2183  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 BH2183
 BH2183  HORZ ORDER  -  THIRD
 BH2183
 BH2183.The horizontal coordinates were established by classical geodetic methods
 BH2183.and adjusted by the National Geodetic Survey in May 1994..
 BH2183
 BH2183
 BH2183.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2183
 BH2183.The geoid height was determined by GEOID03.
 BH2183
 BH2183;                    North         East     Units Scale Factor Converg.
 BH2183;SPC AL W     -    39,117.002   524,590.278   MT  1.00000346   -0 23 46.9
 BH2183;SPC MS E     -    94,405.932   352,778.009   MT  0.99998435   +0 16 38.6
 BH2183;SPC MS E     -   309,730.13  1,157,405.85   sFT  0.99998435   +0 16 38.6
 BH2183;UTM  16      - 3,358,327.750   376,558.019   MT  0.99978799   -0 38 56.6
 BH2183
 BH2183                          SUPERSEDED SURVEY CONTROL
 BH2183
 BH2183  NAD 83(1992)-  30 21 01.92915(N)    088 17 03.73340(W) AD(       ) 4
 BH2183  NAD 83(1986)-  30 21 01.95097(N)    088 17 03.73318(W) AD(       ) 4
 BH2183  NAD 27      -  30 21 01.23500(N)    088 17 03.70700(W) AD(       ) 3
 BH2183
 BH2183.Superseded values are not recommended for survey control.
 BH2183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2183.See file dsdata.txt to determine how the superseded data were derived.
 BH2183
 BH2183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7655858328(NAD 83)
 BH2183_MARKER: 14 = NAVIGATION LIGHT
 BH2183
 BH2183  HISTORY     - Date     Condition        Report By
 BH2183  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2183
 BH2183                          STATION DESCRIPTION
 BH2183
 BH2183'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RLF)
 BH2183'LOCATED IN MISSISSIPPI SOUND APPROXIMATELY 2 MILES SOUTHWEST OF THE
 BH2183'MOUTH OF BAYOU LABATRE, APPROXIMATELY 1.2 MILES WEST OF ISLE AUX
 BH2183'HERBES.  LIGHT STOP RED, TRIANGULAR SLATTED STRUCTURE, 25 FT ABOVE
 BH2183'WATER.  LIGHT WAS OBSERVED UPON.
 BH2183'LIST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2175 ***********************************************************************
 BH2175  DESIGNATION -  BAYOU LA BATRE RANGE FRONT LT
 BH2175  PID         -  BH2175
 BH2175  STATE/COUNTY-  AL/MOBILE
 BH2175  USGS QUAD   -  GRAND BAY (1986)
 BH2175
 BH2175                         *CURRENT SURVEY CONTROL
 BH2175  ___________________________________________________________________
 BH2175* NAD 83(1992)-  30 23 00.40731(N)    088 16 15.25451(W)     ADJUSTED  
 BH2175* NAVD 88     -                                                        
 BH2175  ___________________________________________________________________
 BH2175  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BH2175  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BH2175
 BH2175  HORZ ORDER  -  THIRD
 BH2175
 BH2175.The horizontal coordinates were established by classical geodetic methods
 BH2175.and adjusted by the National Geodetic Survey in May 1994..
 BH2175
 BH2175
 BH2175.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2175
 BH2175.The geoid height was determined by GEOID03.
 BH2175
 BH2175;                    North         East     Units Scale Factor Converg.
 BH2175;SPC AL W     -    42,756.497   525,909.796   MT  1.00000103   -0 23 23.7
 BH2175;SPC MS E     -    98,060.636   354,054.597   MT  0.99998603   +0 17 04.1
 BH2175;SPC MS E     -   321,720.60  1,161,594.12   sFT  0.99998603   +0 17 04.1
 BH2175;UTM  16      - 3,361,960.601   377,893.296   MT  0.99978394   -0 38 34.4
 BH2175
 BH2175                          SUPERSEDED SURVEY CONTROL
 BH2175
 BH2175  NAD 83(1992)-  30 23 00.40820(N)    088 16 15.25429(W) AD(       ) 4
 BH2175  NAD 83(1986)-  30 23 00.42974(N)    088 16 15.25463(W) AD(       ) 4
 BH2175  NAD 27      -  30 22 59.71600(N)    088 16 15.21200(W) AD(       ) 3
 BH2175
 BH2175.Superseded values are not recommended for survey control.
 BH2175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2175.See file dsdata.txt to determine how the superseded data were derived.
 BH2175
 BH2175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7789361961(NAD 83)
 BH2175_MARKER: 15 = RANGE MARKER
 BH2175
 BH2175  HISTORY     - Date     Condition        Report By
 BH2175  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2175
 BH2175                          STATION DESCRIPTION
 BH2175
 BH2175'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2175'LOCATED IN BAYOU LABATRE AT ITS INTERSECTION WITH MISSISSIPPI SOUND.
 BH2175'LIGHT ATOP RED TRIANGULAR, SLATTED STRUCTURE ON PILES, 24 FT ABOVE
 BH2175'WATER.  LIGHT WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2176 ***********************************************************************
 BH2176  DESIGNATION -  BAYOU LA BATRE RANGE REAR LT
 BH2176  PID         -  BH2176
 BH2176  STATE/COUNTY-  AL/MOBILE
 BH2176  USGS QUAD   -  GRAND BAY (1986)
 BH2176
 BH2176                         *CURRENT SURVEY CONTROL
 BH2176  ___________________________________________________________________
 BH2176* NAD 83(1992)-  30 23 12.51826(N)    088 16 10.15808(W)     ADJUSTED  
 BH2176* NAVD 88     -                                                        
 BH2176  ___________________________________________________________________
 BH2176  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BH2176  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BH2176
 BH2176  HORZ ORDER  -  THIRD
 BH2176
 BH2176.The horizontal coordinates were established by classical geodetic methods
 BH2176.and adjusted by the National Geodetic Survey in May 1994..
 BH2176
 BH2176
 BH2176.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2176
 BH2176.The geoid height was determined by GEOID03.
 BH2176
 BH2176;                    North         East     Units Scale Factor Converg.
 BH2176;SPC AL W     -    43,128.510   526,048.391   MT  1.00000078   -0 23 21.3
 BH2176;SPC MS E     -    98,434.250   354,188.802   MT  0.99998621   +0 17 06.8
 BH2176;SPC MS E     -   322,946.37  1,162,034.43   sFT  0.99998621   +0 17 06.8
 BH2176;UTM  16      - 3,362,331.918   378,033.502   MT  0.99978352   -0 38 32.0
 BH2176
 BH2176                          SUPERSEDED SURVEY CONTROL
 BH2176
 BH2176  NAD 83(1992)-  30 23 12.51915(N)    088 16 10.15783(W) AD(       ) 4
 BH2176  NAD 83(1986)-  30 23 12.54070(N)    088 16 10.15816(W) AD(       ) 4
 BH2176  NAD 27      -  30 23 11.82000(N)    088 16 10.13100(W) AD(       ) 3
 BH2176
 BH2176.Superseded values are not recommended for survey control.
 BH2176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2176.See file dsdata.txt to determine how the superseded data were derived.
 BH2176
 BH2176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7803462332(NAD 83)
 BH2176_MARKER: 15 = RANGE MARKER
 BH2176
 BH2176  HISTORY     - Date     Condition        Report By
 BH2176  HISTORY     - 1958     FIRST OBSERVED   CGS
 BH2176
 BH2176                          STATION DESCRIPTION
 BH2176
 BH2176'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2176'LOCATED IN BAYOU LABATRE AT ITS INTERSECTION WITH MISSISSIPPI SOUND.
 BH2176'LIGHT ATOP RED, TRIANGULAR, SLATTED STRUCTURE ON PILES, 37 FT ABOVE
 BH2176'THE WATER.  LIGHT WAS OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4171 ***********************************************************************
 BG4171  DESIGNATION -  BAYPORT
 BG4171  PID         -  BG4171
 BG4171  STATE/COUNTY-  AL/BALDWIN
 BG4171  USGS QUAD   -  BAY MINETTE SOUTH (1985)
 BG4171
 BG4171                         *CURRENT SURVEY CONTROL
 BG4171  ___________________________________________________________________
 BG4171* NAD 83(1992)-  30 52 15.41538(N)    087 48 45.98833(W)     ADJUSTED  
 BG4171* NAVD 88     -        74.1    (meters)     243.     (feet)  VERTCON   
 BG4171  ___________________________________________________________________
 BG4171  X           -     209,120.832 (meters)                     COMP
 BG4171  Y           -  -5,475,393.584 (meters)                     COMP
 BG4171  Z           -   3,253,644.586 (meters)                     COMP
 BG4171  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 BG4171  ELLIP HEIGHT-          45.71  (meters)          (07/29/02) GPS OBS
 BG4171  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BG4171
 BG4171  HORZ ORDER  -  FIRST
 BG4171  ELLP ORDER  -  FOURTH    CLASS I
 BG4171
 BG4171.This mark is at Bay Minette Airport (1R8)
 BG4171
 BG4171.The horizontal coordinates were established by GPS observations
 BG4171.and adjusted by the National Geodetic Survey in December 1992..
 BG4171
 BG4171.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4171.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4171
 BG4171.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4171
 BG4171.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4171
 BG4171.The ellipsoidal height was determined by GPS observations
 BG4171.and is referenced to NAD 83.
 BG4171
 BG4171.The geoid height was determined by GEOID03.
 BG4171
 BG4171;                    North         East     Units Scale Factor Converg.
 BG4171;SPC AL W     -    96,588.674   570,090.470   MT  0.99994436   -0 09 37.8
 BG4171;UTM  16      - 3,415,582.735   422,302.078   MT  0.99967447   -0 25 01.4
 BG4171
 BG4171!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4171!SPC AL W     -   0.99999282  x   0.99994436  =   0.99993718
 BG4171!UTM  16      -   0.99999282  x   0.99967447  =   0.99966729
 BG4171
 BG4171:                Primary Azimuth Mark                     Grid Az
 BG4171:SPC AL W     -  BAYPORT AZ MK                            265 50 22.6
 BG4171:UTM  16      -  BAYPORT AZ MK                            266 05 46.2
 BG4171
 BG4171|---------------------------------------------------------------------|
 BG4171| PID    Reference Object                     Distance      Geod. Az  |
 BG4171|                                                           dddmmss.s |
 BG4171| BG4174 BAYPORT AZ MK                       APPROX. 1.1 KM 2654044.8 |
 BG4171|---------------------------------------------------------------------|
 BG4171
 BG4171                          SUPERSEDED SURVEY CONTROL
 BG4171
 BG4171  ELLIP H (01/21/93)   45.81   (m)                       GP(       ) 4 2
 BG4171  ELLIP H (12/04/92)   45.81   (m)                       GP(       ) 4 1
 BG4171  NAD 83(1986)-  30 52 15.43753(N)    087 48 45.99497(W) AD(       ) 3
 BG4171  NAD 27      -  30 52 14.76689(N)    087 48 46.01540(W) AD(       ) 3
 BG4171  NGVD 29 (12/04/92)   74.0    (m)          243.     (f) GPS OBS        
 BG4171
 BG4171.Superseded values are not recommended for survey control.
 BG4171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4171.See file dsdata.txt to determine how the superseded data were derived.
 BG4171
 BG4171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2230215583(NAD 83)
 BG4171_MARKER: DH = HORIZONTAL CONTROL DISK
 BG4171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4171_SP_SET: CONCRETE POST
 BG4171_STAMPING: BAYPORT 1986
 BG4171_MARK LOGO: CGS   
 BG4171_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4171+STABILITY: SURFACE MOTION
 BG4171_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4171+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2005
 BG4171
 BG4171  HISTORY     - Date     Condition        Report By
 BG4171  HISTORY     - 1986     MONUMENTED       NGS
 BG4171  HISTORY     - 19870512 GOOD
 BG4171  HISTORY     - 19910417 GOOD             ALHD
 BG4171  HISTORY     - 20030816 GOOD             USPSQD
 BG4171  HISTORY     - 20051108 GOOD             USPSQD
 BG4171
 BG4171                          STATION DESCRIPTION
 BG4171
 BG4171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BG4171'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) WEST-SOUTHWEST OF BAY
 BG4171'MINETTE ON THE AIRPORT.  OWNERSHIP--PUBLIC/CITY OF BAY MINETTE, P.O.
 BG4171'BOX 770, BAY MINETTE, AL. 36507, TELEPHONE 205-937-8793.  MANAGER JOE
 BG4171'CLARK, P.O. BOX 327, BAY MINETTE, AL. TELEPHONE 205-937-8227.
 BG4171'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 BG4171'HIGHWAY 59 IN BAY MINETTE, GO NORTH ON HIGHWAY 59 (MCLEANS AVENUE)
 BG4171'FOR 0.9 KM (0.55 MI) TO A PAVED ROAD LEFT (W 7TH STREET).  TURN LEFT
 BG4171'GO SOUTHWEST ON PAVED ROAD FOR 2.7 KM (1.7 MI) TO TERMINAL AND
 BG4171'ACCESS GATE LEFT.  PASS THROUGH GATE, GO SOUTHWEST ACROSS APRON TO
 BG4171'RAMP FOR 0.2 KM (0.1 MI) TO RUNWAY 26 AND STATION ON THE RIGHT
 BG4171'BETWEEN TAXIWAY AND RUNWAY.
 BG4171'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 39.0 METERS
 BG4171'(128.0 FT) SOUTH FROM CENTER OF TAXIWAY, 23.2 METERS (76.3 FT) WEST
 BG4171'FROM CENTER OF RAMP, 23.2 METERS (76.0 FT) NORTH FROM CENTER OF
 BG4171'RUNWAY 26 AND 14.3 METERS (47.0 FT) SOUTHWEST FROM WEST END OF
 BG4171'HEADWALL FOR CULVERT.  THE UNDERGROUND IS SET 1.0 METER BELOW THE
 BG4171'GROUND.
 BG4171'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BG4171
 BG4171                          STATION RECOVERY (1987)
 BG4171
 BG4171'RECOVERED 1987
 BG4171'RECOVERED IN GOOD CONDITION.
 BG4171
 BG4171                          STATION RECOVERY (1991)
 BG4171
 BG4171'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG4171'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE BAY MINETTE MUNICIPAL
 BG4171'AIRPORT, ABOUT 2.25 MI (3.62 KM) WEST-SOUTHWEST OF BAY MINETTE AND
 BG4171'ABOUT 8.90 MI (14.32 KM) SOUTH-SOUTHEAST OF STOCKTON.
 BG4171'TO REACH THE STATION FROM THE JUNCTION OF ALA 59 AND ALA 287 (MILE
 BG4171'POST 49.00 ON ALA 59 AND MILE POST 1.95 ON ALA 287) IN NORTH BAY
 BG4171'MINETTE, DRIVE SOUTHWEST, SOUTH, AND SOUTHEAST ON ALA 59 FOR 2.05 MI
 BG4171'(3.30 KM) TO MILE POST 46.95 AND A PAVED STREET LEFT AND RIGHT AT A
 BG4171'TRAFFIC LIGHT, TURN RIGHT ON THE PAVED STREET AND DRIVE SOUTHWEST FOR
 BG4171'0.20 MI (0.32 KM) TO A PAVED STREET LEFT AND RIGHT AT A FOUR WAY
 BG4171'STOP, COUNTINUE SOUTHWEST ON THE PAVED STREET FOR 1.60 MI (2.57 KM)
 BG4171'TO A PAVED PARKING AREA, THE AIRPORT MANAGERS OFFICE ON THE RIGHT, AND
 BG4171'A GATE IN THE PERIMETER FENCE AHEAD, PASS THROUGH THE GATE AND
 BG4171'CONTINUE SOUTHWEST FOR 0.10 MI (0.16 KM) ACROSS A PARKING APRON AND A
 BG4171'RAMP TO THE STATION ON THE RIGHT BETWEEN THE RUNWAY AND A TAXI WAY.
 BG4171'THE STATION IS 26.2 FT (8.0 M) NORTH-NORTHWEST OF THE FIRST CLEAR
 BG4171'LIGHT WEST OF THE RAMP, 32.9 FT (10.0 M) WEST-NORTHWEST OF THE LAST
 BG4171'BLUE LIGHT ON THE WEST SIDE OF THE RAMP, 36.0 FT (11.0 M) NORTH OF
 BG4171'THE NORTH EDGE OF THE RUNWAY, 45.6 FT (13.9 M) SOUTHWEST OF THE
 BG4171'SOUTHWEST CORNER OF A CONCRETE HEADWALL, 56.0 FT (17.1 M) WEST OF THE
 BG4171'WEST EDGE OF THE RAMP, 105.0 FT (32.0 M) SOUTH OF THE SOUTH EDGE OF
 BG4171'THE TAXI WAY, AND SET FLUSH WITH THE GROUND.
 BG4171'BAYPORT AZ MK 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG4171'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 BG4171'MR. JOE CLARK
 BG4171'P. O. BOX 327
 BG4171'BAY MINETTE, ALABAMA 36507
 BG4171'PHONE 205-937-8227.
 BG4171
 BG4171                          STATION RECOVERY (2003)
 BG4171
 BG4171'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4171'AIRPORT UNDERGOING AN EXTENSIVE CONSTRUCTION VENTURE.TAXIWAYS,
 BG4171'LIGHTING, ETC..
 BG4171
 BG4171                          STATION RECOVERY (2005)
 BG4171
 BG4171'RECOVERY NOTE BY US POWER SQUADRON 2005 (PP)
 BG4171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4174 ***********************************************************************
 BG4174  DESIGNATION -  BAYPORT AZ MK
 BG4174  PID         -  BG4174
 BG4174  STATE/COUNTY-  AL/BALDWIN
 BG4174  USGS QUAD   -  BAY MINETTE SOUTH (1985)
 BG4174
 BG4174                         *CURRENT SURVEY CONTROL
 BG4174  ___________________________________________________________________
 BG4174* NAD 83(1992)-  30 52 12.81206(N)    087 49 25.90550(W)     ADJUSTED  
 BG4174* NAVD 88     -        65.7    (meters)     216.     (feet)  VERTCON   
 BG4174  ___________________________________________________________________
 BG4174  X           -     208,062.496 (meters)                     COMP
 BG4174  Y           -  -5,475,467.828 (meters)                     COMP
 BG4174  Z           -   3,253,571.446 (meters)                     COMP
 BG4174  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 BG4174  ELLIP HEIGHT-          37.28  (meters)          (07/29/02) GPS OBS
 BG4174  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BG4174
 BG4174  HORZ ORDER  -  FIRST
 BG4174  ELLP ORDER  -  FOURTH    CLASS I
 BG4174
 BG4174.This mark is at Bay Minette Airport (1R8)
 BG4174
 BG4174.The horizontal coordinates were established by GPS observations
 BG4174.and adjusted by the National Geodetic Survey in December 1992..
 BG4174
 BG4174.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4174.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4174
 BG4174.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG4174
 BG4174.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4174
 BG4174.The ellipsoidal height was determined by GPS observations
 BG4174.and is referenced to NAD 83.
 BG4174
 BG4174.The geoid height was determined by GEOID03.
 BG4174
 BG4174;                    North         East     Units Scale Factor Converg.
 BG4174;SPC AL W     -    96,511.528   569,029.916   MT  0.99994516   -0 09 58.2
 BG4174;UTM  16      - 3,415,510.359   421,241.474   MT  0.99967651   -0 25 21.9
 BG4174
 BG4174!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4174!SPC AL W     -   0.99999415  x   0.99994516  =   0.99993931
 BG4174!UTM  16      -   0.99999415  x   0.99967651  =   0.99967066
 BG4174
 BG4174:                Primary Azimuth Mark                     Grid Az
 BG4174:SPC AL W     -  BAYPORT                                  085 50 22.5
 BG4174:UTM  16      -  BAYPORT                                  086 05 46.2
 BG4174
 BG4174|---------------------------------------------------------------------|
 BG4174| PID    Reference Object                     Distance      Geod. Az  |
 BG4174|                                                           dddmmss.s |
 BG4174| BG4171 BAYPORT                             APPROX. 1.1 KM 0854024.3 |
 BG4174|---------------------------------------------------------------------|
 BG4174
 BG4174                          SUPERSEDED SURVEY CONTROL
 BG4174
 BG4174  ELLIP H (01/21/93)   37.38   (m)                       GP(       ) 4 2
 BG4174  ELLIP H (12/04/92)   37.38   (m)                       GP(       ) 4 1
 BG4174  NAD 83(1986)-  30 52 12.83421(N)    087 49 25.91189(W) AD(       ) 3
 BG4174  NAD 27      -  30 52 12.16367(N)    087 49 25.93113(W) AD(       ) 3
 BG4174  NGVD 29 (12/04/92)   65.6    (m)          215.     (f) GPS OBS        
 BG4174
 BG4174.Superseded values are not recommended for survey control.
 BG4174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4174.See file dsdata.txt to determine how the superseded data were derived.
 BG4174
 BG4174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2124115510(NAD 83)
 BG4174_MARKER: DZ = AZIMUTH MARK DISK
 BG4174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4174_SP_SET: CONCRETE POST
 BG4174_STAMPING: BAYPORT 1986
 BG4174_MARK LOGO: CGS   
 BG4174_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4174+STABILITY: SURFACE MOTION
 BG4174_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4174+SATELLITE: SATELLITE OBSERVATIONS - November 08, 2005
 BG4174
 BG4174  HISTORY     - Date     Condition        Report By
 BG4174  HISTORY     - 1986     MONUMENTED       NGS
 BG4174  HISTORY     - 19870517 GOOD
 BG4174  HISTORY     - 19910417 GOOD             ALHD
 BG4174  HISTORY     - 20030816 GOOD             USPSQD
 BG4174  HISTORY     - 20051108 GOOD             USPSQD
 BG4174
 BG4174                          STATION DESCRIPTION
 BG4174
 BG4174'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BG4174'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) WEST-SOUTHWEST OF BAY
 BG4174'MINETTE ON THE BAY MINETTE AIRPORT AND NEAR THE END OF RUNWAY 8.
 BG4174'OWNERSHIP--PUBLIC/CITY OF BAY MINETTE, P.O. BOX 770, BAY MINETTE, AL.
 BG4174'36507, TELEPHONE 205-937-8793. MANAGER - JOE CLARK, P.O. BOX 327, BAY
 BG4174'MINETTE, AL. TELEPHONE 205-937-8227.
 BG4174'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 BG4174'HIGHWAY 59 IN BAY MINETTE, GO NORTH ON HIGHWAY 59 (MCLEANS AVENUE) FOR
 BG4174'0.9 KM (0.55 MI) TO A PAVED ROAD LEFT (W 7TH STREET).  TURN LEFT, GO
 BG4174'SOUTHWEST ON PAVED ROAD FOR 2.7 KM (1.7 MI) TO TERMINAL ANC ACCESS
 BG4174'GATE LEFT.  PASS THROUGH GATE, GO SOUTHWEST ACROSS APRON TO RAMP FOR
 BG4174'0.2 KM (0.1 MI) TO RUNWAY 26 AND STATION BAYPORT ON THE RIGHT BETWEEN
 BG4174'TAXIWAY AND RUNWAY, GO WEST ALONG RUNWAY FOR 1.1 KM (0.7 MI) TO THE
 BG4174'STATION ON RIGHT NEAR END OF RUNWAY 8.
 BG4174'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 21.0 METERS
 BG4174'(69.0 FT) NORTH FROM THE CENTER OF RUNWAY 8, 11.5 METERS (37.7 FT)
 BG4174'SOUTH FRON EDGE OF A STEEP DROPOFF AND 5.6 METERS (18.5 FT)
 BG4174'SOUTHEAST FRON THE NORTH 1 OF 4 RUNWAY END MARKER LIGHTS.  THE
 BG4174'UNDERGROUND MARK IS 1.0 METER BELOW THE GROUND.
 BG4174'DESCRIBED BY K.R.W.,TYPED BY E.D.W.
 BG4174
 BG4174                          STATION RECOVERY (1987)
 BG4174
 BG4174'RECOVERED 1987
 BG4174'RECOVERED IN GOOD CONDITION.
 BG4174
 BG4174                          STATION RECOVERY (1991)
 BG4174
 BG4174'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG4174'THE STATION IS LOCATED IN BALDWIN COUNTY ON THE BAY MINETTE MUNICIPAL
 BG4174'AIRPORT, ABOUT 3.10 MI (4.99 KM) WEST-SOUTHWEST OF BAY MINETTE AND
 BG4174'ABOUT 8.85 MI (14.24 KM) SOUTH-SOUTHEAST OF STOCKTON.
 BG4174'TO REACH THE STATION FROM THE JUNCTION OF ALA 59 AND ALA 287 (MILE
 BG4174'POST 49.00 ON ALA 59 AND MILE POST 1.95 ON ALA 287) IN NORTH BAY
 BG4174'MINETTE, DRIVE SOUTHWEST, SOUTH, AND SOUTHEAST ON ALA 59 FOR 2.05 MI
 BG4174'(3.30 KM) TO MILE POST 46.95 AND A PAVED STREET LEFT AND RIGHT AT A
 BG4174'TRAFFIC LIGHT, TURN RIGHT ON THE PAVED STREET AND DRIVE SOUTHWEST FOR
 BG4174'0.20 MI (0.32 KM) TO A PAVED STREET LEFT AND RIGHT AT A FOUR WAY
 BG4174'STOP, COUNTINUE SOUTHWEST ON THE PAVED STREET FOR 1.60 MI (2.57 KM)
 BG4174'TO A PAVED PARKING AREA, THE AIRPORT MANAGERS OFFICE ON THE RIGHT, AND
 BG4174'A GATE IN THE PERIMETER FENCE AHEAD, PASS THROUGH THE GATE AND
 BG4174'CONTINUE SOUTHWEST FOR 0.10 MI (0.16 KM) ACROSS A PARKING APRON AND A
 BG4174'RAMP TO THE RUNWAY, TURN RIGHT ALONG THE NORTH SIDE OF THE RUNWAY AND
 BG4174'DRIVE WEST FOR 0.65 MI (1.05 KM) TO THE STATION NEAR THE WEST END OF
 BG4174'THE RUNWAY.
 BG4174'THE STATION IS 18.3 FT (5.6 M) SOUTHEAST OF THE NORTH ONE OF FOUR RED
 BG4174'AND BLUE LIGHTS NORTH OF THE RUNWAY, 23.1 FT (7.0 M) NORTHEAST OF THE
 BG4174'SOUTH ONE OF FOUR RED AND BLUE LIGHTS NORTH OF THE RUNWAY, 28.0 FT
 BG4174'(8.5 M) NORTH OF THE NORTH EDGE OF THE RUNWAY, 33.3 FT (10.1 M) SOUTH
 BG4174'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BG4174'STATION BAYPORT 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG4174'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 BG4174'MR. JOE CLARK
 BG4174'P. O. BOX 327
 BG4174'BAY MINETTE, ALABAMA 36507
 BG4174'PHONE 205-937-8227.
 BG4174
 BG4174                          STATION RECOVERY (2003)
 BG4174
 BG4174'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4174'AIRPORT UNDERGOING AN EXTENSIVE CONSTRUCTION VENTURE.TAXIWAYS,
 BG4174'LIGHTING, ETC..
 BG4174
 BG4174                          STATION RECOVERY (2005)
 BG4174
 BG4174'RECOVERY NOTE BY US POWER SQUADRON 2005 (PP)
 BG4174'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2647 ***********************************************************************
 DH2647  DESIGNATION -  BAZEMORE
 DH2647  PID         -  DH2647
 DH2647  STATE/COUNTY-  AL/FAYETTE
 DH2647  USGS QUAD   -  GLEN ALLEN (1983)
 DH2647
 DH2647                         *CURRENT SURVEY CONTROL
 DH2647  ___________________________________________________________________
 DH2647* NAD 83(1992)-  33 53 12.99615(N)    087 40 22.64637(W)     ADJUSTED  
 DH2647* NAVD 88     -       203.     (meters)     666.     (feet)  SCALED    
 DH2647  ___________________________________________________________________
 DH2647  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DH2647  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DH2647
 DH2647  HORZ ORDER  -  THIRD
 DH2647
 DH2647.The horizontal coordinates were established by classical geodetic methods
 DH2647.and adjusted by the National Geodetic Survey in December 1992..
 DH2647
 DH2647.The orthometric height was scaled from a topographic map.
 DH2647
 DH2647.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2647
 DH2647.The geoid height was determined by GEOID03.
 DH2647
 DH2647;                    North         East     Units Scale Factor Converg.
 DH2647;SPC AL W     -   430,992.379   584,001.294   MT  0.99993649   -0 05 47.2
 DH2647;UTM  16      - 3,749,824.362   437,771.093   MT  0.99964774   -0 22 30.8
 DH2647
 DH2647!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2647!SPC AL W     -   0.99997243  x   0.99993649  =   0.99990893
 DH2647!UTM  16      -   0.99997243  x   0.99964774  =   0.99962018
 DH2647
 DH2647:                Primary Azimuth Mark                     Grid Az
 DH2647:SPC AL W     -  BOXES                                    162 26 02.4
 DH2647:UTM  16      -  BOXES                                    162 42 46.0
 DH2647
 DH2647|---------------------------------------------------------------------|
 DH2647| PID    Reference Object                     Distance      Geod. Az  |
 DH2647|                                                           dddmmss.s |
 DH2647| DH2645 BOXES                               APPROX. 9.8 KM 1622015.2 |
 DH2647| CF9391 BAZEMORE RM 1                        17.620 METERS 19114     |
 DH2647| CF9392 BAZEMORE RM 2                        17.203 METERS 30546     |
 DH2647|---------------------------------------------------------------------|
 DH2647
 DH2647                          SUPERSEDED SURVEY CONTROL
 DH2647
 DH2647  NAD 83(1986)-  33 53 13.00341(N)    087 40 22.64370(W) AD(       ) 3
 DH2647  NAD 27      -  33 53 12.62200(N)    087 40 22.57800(W) AD(       ) 3
 DH2647
 DH2647.Superseded values are not recommended for survey control.
 DH2647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2647.See file dsdata.txt to determine how the superseded data were derived.
 DH2647
 DH2647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3777149824(NAD 83)
 DH2647_MARKER: DS = TRIANGULATION STATION DISK
 DH2647_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2647_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2647_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2647
 DH2647  HISTORY     - Date     Condition        Report By
 DH2647  HISTORY     - 1950     MONUMENTED       CGS
 DH2647  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2647  HISTORY     - 1980     GOOD             NGS
 DH2647
 DH2647                          STATION DESCRIPTION
 DH2647
 DH2647'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2647'STATION IS ABOUT 8 MILES SOUTHEAST OF WINFIELD, IN A PROMINENT
 DH2647'TIMBERED HILL WHICH IS ABOUT 1/2 MILE SOUTHEAST OF THE HIGHEST
 DH2647'POINT IN THE IMMEDIATE VICINITY, AND ON LAND OWNED BY W.P. BROWN
 DH2647'AND SONS LUMBER COMPANY OF FAYETTE.  IT IS 24 FEET NORTH OF A
 DH2647'BLAZED PINE TREE.
 DH2647'
 DH2647'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 78 AND 43
 DH2647'IN WINFIELD, GO EAST ON HIGHWAY 78 FOR 5.7 MILES TO A DWELLING, A
 DH2647'STORE AND A T-ROAD SOUTH, TURN RIGHT, SOUTH, AND GO 3.6 MILES TO A
 DH2647'STEEL BRIDGE SPANNING THE SIPSEY RIVER, CONTINUE SOUTH 0.4 MILE TO
 DH2647'A T-ROAD, TURN LEFT, GO EAST AND SOUTH 0.8 MILE TO A FORK AND
 DH2647'FLOYD DODDS HOUSE ON THE LEFT, TURN LEFT, GO EAST 0.05 MILE TO
 DH2647'A GATE, PASS THROUGH THE GATE, GO EAST AND NORTH 0.2 MILE TO A
 DH2647'FORK, BEAR RIGHT, EAST, 0.6 MILE TO A FORK, BEAR RIGHT AND
 DH2647'CONTINUE EAST 0.6 MILE TO A DIM FORK, TURN LEFT, GO NORTH 0.1 MILE
 DH2647'TO A FORK, BEAR LEFT, WEST AND NORTH, UP A STEEP HILL FOR 0.5
 DH2647'MILE TO A DIM FORK, TURN LEFT, GO WEST 0.05 MILE TO THE STATION.
 DH2647'
 DH2647'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED BAZEMORE
 DH2647'1950.
 DH2647'
 DH2647'REFERENCE MARK NO. 1 PROJECTS 5 INCHES AND THE DISK IS STAMPED
 DH2647'BAZEMORE NO 1 1950.
 DH2647'
 DH2647'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DH2647'BAZEMORE NO 2 1950.
 DH2647'
 DH2647'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DH2647'
 DH2647'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DH2647'CYLINDERS.
 DH2647'
 DH2647'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DH2647
 DH2647                          STATION RECOVERY (1966)
 DH2647
 DH2647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (HK)
 DH2647'STATION SEARCHED FOR BUT NOT FOUND DESCRIPTION DOES NOT FIT
 DH2647'FEATURES NEAR LAST .6 MILE OF TRAILS.
 DH2647
 DH2647                          STATION RECOVERY (1980)
 DH2647
 DH2647'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DH2647'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  METAL WITNESS POST AND
 DH2647'SIGNS WERE SET AT THE STATION AND BOTH REFERENCE MARKS.  A NEW
 DH2647'TO-REACH DESCRIPTION FOLLOWS--
 DH2647'
 DH2647'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE HIGHWAY 233,
 DH2647'5 MILES EAST OF WINFIELD, GO SOUTH ON STATE HIGHWAY 233 FOR 0.4 MILE
 DH2647'TO A T-ROAD, TURN RIGHT AND FOLLOW STATE HIGHWAY 233 WESTERLY FOR
 DH2647'1.5 MILE TO COUNTY ROAD 65 ON THE LEFT, TURN LEFT AND GO SOUTHERLY
 DH2647'ON CO. ROAD 65 FOR 3.6 MILES TO BRIDGE OVER SIPSEY RIVER, CONTINUE
 DH2647'SOUTHERLY ON COUNTY ROAD 53 FOR 0.4 MILE TO CO. ROAD 24 ON THE LEFT,
 DH2647'TURN LEFT ON CO. ROAD 24 AND GO EAST FOR 2.55 MILES TO A WOODS ROAD
 DH2647'ON LEFT NEAR TOP OF HILL, TURN LEFT AND GO NORTH ON WOODS ROAD TO A
 DH2647'T-INTERSECTION, TURN RIGHT AND GO EAST AND NORTH AROUND WEST EDGE
 DH2647'OF FIELD FOR 0.1 MILE TO THE NORTHWEST CORNER OF FIELD AND STATION
 DH2647'ON HIGHEST POINT ON LEFT, ABOUT 50 YARDS FROM THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1293 ***********************************************************************
 CM1293  DESIGNATION -  BB 150
 CM1293  PID         -  CM1293
 CM1293  STATE/COUNTY-  AL/TALLAPOOSA
 CM1293  USGS QUAD   -  PONDERS (1971)
 CM1293
 CM1293                         *CURRENT SURVEY CONTROL
 CM1293  ___________________________________________________________________
 CM1293* NAD 83(1986)-  32 41 15.     (N)    085 51 55.     (W)     SCALED    
 CM1293* NAVD 88     -       167.621  (meters)     549.94   (feet)  ADJUSTED  
 CM1293  ___________________________________________________________________
 CM1293  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CM1293  DYNAMIC HT  -         167.425 (meters)     549.29  (feet)  COMP
 CM1293  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 CM1293
 CM1293  VERT ORDER  -  SECOND    CLASS 0
 CM1293
 CM1293.The horizontal coordinates were scaled from a topographic map and have
 CM1293.an estimated accuracy of +/- 6 seconds.
 CM1293
 CM1293.The orthometric height was determined by differential leveling
 CM1293.and adjusted by the National Geodetic Survey in June 1991..
 CM1293
 CM1293.The geoid height was determined by GEOID03.
 CM1293
 CM1293.The dynamic height is computed by dividing the NAVD 88
 CM1293.geopotential number by the normal gravity value computed on the
 CM1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1293.degrees latitude (g = 980.6199 gals.).
 CM1293
 CM1293.The modeled gravity was interpolated from observed gravity values.
 CM1293
 CM1293;                    North         East    Units  Estimated Accuracy
 CM1293;SPC AL E     -   242,540.      197,000.      MT  (+/- 180 meters Scaled)
 CM1293
 CM1293                          SUPERSEDED SURVEY CONTROL
 CM1293
 CM1293  NGVD 29 (??/??/92)  167.607  (m)          549.89   (f) ADJ UNCH    2 0
 CM1293
 CM1293.Superseded values are not recommended for survey control.
 CM1293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1293.See file dsdata.txt to determine how the superseded data were derived.
 CM1293
 CM1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB063172(NAD 83)
 CM1293_MARKER: DB = BENCH MARK DISK
 CM1293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1293_STAMPING: BB 150 1943
 CM1293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1293+STABILITY: SURFACE MOTION
 CM1293
 CM1293  HISTORY     - Date     Condition        Report By
 CM1293  HISTORY     - 1943     MONUMENTED       CGS
 CM1293  HISTORY     - 1970     MARK NOT FOUND   USGS
 CM1293
 CM1293                          STATION DESCRIPTION
 CM1293
 CM1293'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1293'14.5 MI SW FROM DADEVILLE.
 CM1293'14.5 MILES SOUTHWEST OF DADEVILLE, TALLAPOOSA COUNTY.  THIS
 CM1293'BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING 9.3
 CM1293'MILES SOUTH ALONG STATE HIGHWAY 49, THENCE 5.2 MILES WEST ALONG
 CM1293'A GRADED ROAD.  IT IS 0.8 MILE WEST OF UNION HIGH SCHOOL, IN THE
 CM1293'WEST QUARTER FORMED BY THE INTERSECTION OF TWO GRADED ROADS,
 CM1293'310 FEET NORTHWEST OF A FARMHOUSE OWNED IN 1943 BY RALPH MCGEE,
 CM1293'60 FEET NORTHWEST OF THE CENTERLINE OF THE MAIN ROAD, 59 FEET
 CM1293'SOUTHWEST OF THE CENTERLINE OF THE CROSSROAD, AND 1.7 FEET NORTH
 CM1293'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED BB 150
 CM1293'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CM1293'ABOVE GROUND.
 CM1293
 CM1293                          STATION RECOVERY (1970)
 CM1293
 CM1293'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM1293'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1486 ***********************************************************************
 DH1486  DESIGNATION -  BB 212
 DH1486  PID         -  DH1486
 DH1486  STATE/COUNTY-  AL/WALKER
 DH1486  USGS QUAD   -  CORDOVA (1983)
 DH1486
 DH1486                         *CURRENT SURVEY CONTROL
 DH1486  ___________________________________________________________________
 DH1486* NAD 83(1986)-  33 45 57.     (N)    087 09 35.     (W)     SCALED    
 DH1486* NAVD 88     -       100.403  (meters)     329.41   (feet)  ADJUSTED  
 DH1486  ___________________________________________________________________
 DH1486  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DH1486  DYNAMIC HT  -         100.299 (meters)     329.06  (feet)  COMP
 DH1486  MODELED GRAV-     979,602.3   (mgal)                       NAVD 88
 DH1486
 DH1486  VERT ORDER  -  SECOND    CLASS 0
 DH1486
 DH1486.The horizontal coordinates were scaled from a topographic map and have
 DH1486.an estimated accuracy of +/- 6 seconds.
 DH1486
 DH1486.The orthometric height was determined by differential leveling
 DH1486.and adjusted by the National Geodetic Survey in June 1991..
 DH1486
 DH1486.The geoid height was determined by GEOID03.
 DH1486
 DH1486.The dynamic height is computed by dividing the NAVD 88
 DH1486.geopotential number by the normal gravity value computed on the
 DH1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1486.degrees latitude (g = 980.6199 gals.).
 DH1486
 DH1486.The modeled gravity was interpolated from observed gravity values.
 DH1486
 DH1486;                    North         East    Units  Estimated Accuracy
 DH1486;SPC AL W     -   417,600.      631,520.      MT  (+/- 180 meters Scaled)
 DH1486
 DH1486                          SUPERSEDED SURVEY CONTROL
 DH1486
 DH1486  NGVD 29 (??/??/92)  100.386  (m)          329.35   (f) ADJ UNCH    2 0
 DH1486
 DH1486.Superseded values are not recommended for survey control.
 DH1486.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1486.See file dsdata.txt to determine how the superseded data were derived.
 DH1486
 DH1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC852362(NAD 83)
 DH1486_MARKER: DB = BENCH MARK DISK
 DH1486_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1486_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1486_STAMPING: BB 212 1946
 DH1486_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1486+STABILITY: SURFACE MOTION
 DH1486_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH1486+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 DH1486
 DH1486  HISTORY     - Date     Condition        Report By
 DH1486  HISTORY     - 1946     MONUMENTED       CGS
 DH1486  HISTORY     - 20031206 GOOD             JCLS
 DH1486
 DH1486                          STATION DESCRIPTION
 DH1486
 DH1486'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1486'1.9 MI NE FROM CORDOVA.
 DH1486'ABOUT 1.0 MILE EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILWAY FROM
 DH1486'THE STATION AT CORDOVA, THENCE ABOUT 0.9 MILE NORTH ALONG THE
 DH1486'CORDOVA-SIPSEY ROAD, AT THE TOP OF A GRADE AND THE JUNCTION OF A ROAD
 DH1486'LEADING NORTHEAST, 41 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD,
 DH1486'22 FEET SOUTHEAST OF THE CENTER LINE OF THE SIDE ROAD, 119.5 FEET
 DH1486'SOUTHWEST OF THE WEST CORNER OF A FARM HOUSE, 154 FEET SOUTH OF THE
 DH1486'CENTER OF A WELL, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 DH1486'ABOUT 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH1486'PROJECTING 3 INCHES.
 DH1486
 DH1486                          STATION RECOVERY (2003)
 DH1486
 DH1486'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DH1486'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2014 ***********************************************************************
 BH2014  DESIGNATION -  BBL 1
 BH2014  PID         -  BH2014
 BH2014  STATE/COUNTY-  AL/MOBILE
 BH2014  USGS QUAD   -  HOLLINGERS ISLAND (1982)
 BH2014
 BH2014                         *CURRENT SURVEY CONTROL
 BH2014  ___________________________________________________________________
 BH2014* NAD 83(1992)-  30 37 16.60037(N)    088 03 49.12860(W)     ADJUSTED  
 BH2014* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BH2014  ___________________________________________________________________
 BH2014  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 BH2014  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH2014
 BH2014  HORZ ORDER  -  THIRD
 BH2014
 BH2014.The horizontal coordinates were established by classical geodetic methods
 BH2014.and adjusted by the National Geodetic Survey in December 1992..
 BH2014.No horizontal observational check was made to the station.
 BH2014
 BH2014.The orthometric height was scaled from a topographic map.
 BH2014
 BH2014.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2014
 BH2014.The geoid height was determined by GEOID03.
 BH2014
 BH2014;                    North         East     Units Scale Factor Converg.
 BH2014;SPC AL W     -    69,004.238   545,960.940   MT  0.99996934   -0 17 13.6
 BH2014;UTM  16      - 3,388,113.259   398,055.907   MT  0.99972820   -0 32 30.6
 BH2014
 BH2014!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2014!SPC AL W     -   1.00000415  x   0.99996934  =   0.99997349
 BH2014!UTM  16      -   1.00000415  x   0.99972820  =   0.99973235
 BH2014
 BH2014                          SUPERSEDED SURVEY CONTROL
 BH2014
 BH2014  NAD 83(1986)-  30 37 16.62105(N)    088 03 49.13558(W) AD(       ) 3
 BH2014  NAD 27      -  30 37 15.92900(N)    088 03 49.13648(W) AD(       ) 3
 BH2014
 BH2014.Superseded values are not recommended for survey control.
 BH2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2014.See file dsdata.txt to determine how the superseded data were derived.
 BH2014
 BH2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9805688113(NAD 83)
 BH2014_MARKER: DD = SURVEY DISK
 BH2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2014+STABILITY: SURFACE MOTION
 BH2014
 BH2014  HISTORY     - Date     Condition        Report By
 BH2014  HISTORY     - 1978     MONUMENTED       ALHD
 BH2014
 BH2014                          STATION DESCRIPTION
 BH2014
 BH2014'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1978 (CLN)
 BH2014'STATION IS A STANDARD HIGHWAY DEPT. DISK, STAMPED---BBL-1 1977---SET
 BH2014'IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 BH2014'3686.3 FEET NORTHWEST OF STATION BROOKLEY, ALONG THE EAST SIDE OF
 BH2014'FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0989 ***********************************************************************
 CM0989  DESIGNATION -  BC 15
 CM0989  PID         -  CM0989
 CM0989  STATE/COUNTY-  AL/RUSSELL
 CM0989  USGS QUAD   -  FORT MITCHELL (1984)
 CM0989
 CM0989                         *CURRENT SURVEY CONTROL
 CM0989  ___________________________________________________________________
 CM0989* NAD 83(1986)-  32 22 01.     (N)    085 05 25.     (W)     SCALED    
 CM0989* NAVD 88     -        91.570  (meters)     300.43   (feet)  ADJUSTED  
 CM0989  ___________________________________________________________________
 CM0989  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 CM0989  DYNAMIC HT  -          91.465 (meters)     300.08  (feet)  COMP
 CM0989  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CM0989
 CM0989  VERT ORDER  -  SECOND    CLASS 0
 CM0989
 CM0989.The horizontal coordinates were scaled from a topographic map and have
 CM0989.an estimated accuracy of +/- 6 seconds.
 CM0989
 CM0989.The orthometric height was determined by differential leveling
 CM0989.and adjusted by the National Geodetic Survey in June 1991..
 CM0989
 CM0989.The geoid height was determined by GEOID03.
 CM0989
 CM0989.The dynamic height is computed by dividing the NAVD 88
 CM0989.geopotential number by the normal gravity value computed on the
 CM0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0989.degrees latitude (g = 980.6199 gals.).
 CM0989
 CM0989.The modeled gravity was interpolated from observed gravity values.
 CM0989
 CM0989;                    North         East    Units  Estimated Accuracy
 CM0989;SPC AL E     -   207,240.      269,930.      MT  (+/- 180 meters Scaled)
 CM0989
 CM0989                          SUPERSEDED SURVEY CONTROL
 CM0989
 CM0989  NGVD 29 (??/??/92)   91.587  (m)          300.48   (f) ADJ UNCH    2 0
 CM0989
 CM0989.Superseded values are not recommended for survey control.
 CM0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0989.See file dsdata.txt to determine how the superseded data were derived.
 CM0989
 CM0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA796827(NAD 83)
 CM0989_MARKER: DD = SURVEY DISK
 CM0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0989_STAMPING: BC 15 1946
 CM0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0989+STABILITY: SURFACE MOTION
 CM0989
 CM0989  HISTORY     - Date     Condition        Report By
 CM0989  HISTORY     - 1946     MONUMENTED       USGS
 CM0989  HISTORY     - 1952     GOOD             NGS
 CM0989
 CM0989                          STATION DESCRIPTION
 CM0989
 CM0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0989'9.2 MI SE FROM CRAWFORD.
 CM0989'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE METHODIST
 CM0989'CHURCH AT CRAWFORD, THENCE ABOUT 4.85 MILES SOUTHEAST ALONG A
 CM0989'BLACK TOP ROAD, THENCE ABOUT 0.55 MILE EAST ALONG A BLACK TOP ROAD
 CM0989'LEADING TO PHENIX CITY, THENCE ABOUT 3.6 MILES SOUTHEAST ALONG A
 CM0989'BLACK TOP ROAD, AT THE JUNCTION OF U.S. HIGHWAY 241, ABOUT 0.85 MILE
 CM0989'NORTHEAST ALONG HIGHWAY 241 FROM THE NORTH ONE OF TWO BRIDGES OVER
 CM0989'UCHEE CREEK, ABOUT 0.95 MILE SOUTHWEST ALONG HIGHWAY 241 FROM BRIDGE
 CM0989'OVER MAIN CHANNEL OF LITTLE UCHEE CREEK, 43 1/2 FEET NORTHWEST OF
 CM0989'CENTER LINE OF HIGHWAY, 30 FEET SOUTHWEST OF CENTER LINE OF ROAD
 CM0989'NORTHWEST, 33 FEET SOUTHEAST OF A POWER POLE, 4 FEET NORTHEAST OF
 CM0989'A FENCE CORNER, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST,
 CM0989'ABOUT 2 FEET BELOW HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CM0989'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0853 ***********************************************************************
 CM0853  DESIGNATION -  BC 18
 CM0853  PID         -  CM0853
 CM0853  STATE/COUNTY-  AL/RUSSELL
 CM0853  USGS QUAD   -  SEALE (1984)
 CM0853
 CM0853                         *CURRENT SURVEY CONTROL
 CM0853  ___________________________________________________________________
 CM0853* NAD 83(1986)-  32 17 16.     (N)    085 09 15.     (W)     SCALED    
 CM0853* NAVD 88     -       104.583  (meters)     343.12   (feet)  ADJUSTED  
 CM0853  ___________________________________________________________________
 CM0853  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 CM0853  DYNAMIC HT  -         104.463 (meters)     342.73  (feet)  COMP
 CM0853  MODELED GRAV-     979,492.4   (mgal)                       NAVD 88
 CM0853
 CM0853  VERT ORDER  -  SECOND    CLASS 0
 CM0853
 CM0853.The horizontal coordinates were scaled from a topographic map and have
 CM0853.an estimated accuracy of +/- 6 seconds.
 CM0853
 CM0853.The orthometric height was determined by differential leveling
 CM0853.and adjusted by the National Geodetic Survey in June 1991..
 CM0853
 CM0853.The geoid height was determined by GEOID03.
 CM0853
 CM0853.The dynamic height is computed by dividing the NAVD 88
 CM0853.geopotential number by the normal gravity value computed on the
 CM0853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0853.degrees latitude (g = 980.6199 gals.).
 CM0853
 CM0853.The modeled gravity was interpolated from observed gravity values.
 CM0853
 CM0853;                    North         East    Units  Estimated Accuracy
 CM0853;SPC AL E     -   198,420.      263,970.      MT  (+/- 180 meters Scaled)
 CM0853
 CM0853                          SUPERSEDED SURVEY CONTROL
 CM0853
 CM0853  NGVD 29 (??/??/92)  104.598  (m)          343.17   (f) ADJ UNCH    2 0
 CM0853
 CM0853.Superseded values are not recommended for survey control.
 CM0853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0853.See file dsdata.txt to determine how the superseded data were derived.
 CM0853
 CM0853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA738738(NAD 83)
 CM0853_MARKER: DD = SURVEY DISK
 CM0853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0853_STAMPING: BC 18 1946
 CM0853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0853+STABILITY: SURFACE MOTION
 CM0853
 CM0853  HISTORY     - Date     Condition        Report By
 CM0853  HISTORY     - 1946     MONUMENTED       USGS
 CM0853  HISTORY     - 1952     GOOD             NGS
 CM0853
 CM0853                          STATION DESCRIPTION
 CM0853
 CM0853'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0853'1.1 MI SE FROM SEALE.
 CM0853'ABOUT 1.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CENTRAL OF
 CM0853'GEORGIA RAILWAY STATION AT SEALE, ABOUT 0.6 MILE SOUTHEAST OF
 CM0853'JUNCTION OF A ROAD NORTHEAST, ABOUT 50 YARDS NORTHWEST OF
 CM0853'JUNCTION OF A ROAD SOUTH, ACROSS ROAD FROM A CHURCH, 27 FEET
 CM0853'SOUTHWEST OF CENTER LINE OF ROAD, 160 FEET SOUTH AND ACROSS ROAD
 CM0853'FROM SOUTH CORNER OF CHURCH, 95 FEET NORTHWEST OF WEST CORNER OF
 CM0853'A 16-FOOT WOODEN BRIDGE, 7 FEET WEST OF A 5-INCH PINE TREE WHICH
 CM0853'IS IN A FENCE LINE, 3 1/2 FEET SOUTHWEST OF FENCE LINE, 2 FEET
 CM0853'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 CM0853'LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0853'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0849 ***********************************************************************
 CM0849  DESIGNATION -  BC 19
 CM0849  PID         -  CM0849
 CM0849  STATE/COUNTY-  AL/RUSSELL
 CM0849  USGS QUAD   -  FORT MITCHELL (1984)
 CM0849
 CM0849                         *CURRENT SURVEY CONTROL
 CM0849  ___________________________________________________________________
 CM0849* NAD 83(1986)-  32 16 28.     (N)    085 06 01.     (W)     SCALED    
 CM0849* NAVD 88     -       119.258  (meters)     391.27   (feet)  ADJUSTED  
 CM0849  ___________________________________________________________________
 CM0849  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CM0849  DYNAMIC HT  -         119.122 (meters)     390.82  (feet)  COMP
 CM0849  MODELED GRAV-     979,496.5   (mgal)                       NAVD 88
 CM0849
 CM0849  VERT ORDER  -  SECOND    CLASS 0
 CM0849
 CM0849.The horizontal coordinates were scaled from a topographic map and have
 CM0849.an estimated accuracy of +/- 6 seconds.
 CM0849
 CM0849.The orthometric height was determined by differential leveling
 CM0849.and adjusted by the National Geodetic Survey in June 1991..
 CM0849
 CM0849.The geoid height was determined by GEOID03.
 CM0849
 CM0849.The dynamic height is computed by dividing the NAVD 88
 CM0849.geopotential number by the normal gravity value computed on the
 CM0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0849.degrees latitude (g = 980.6199 gals.).
 CM0849
 CM0849.The modeled gravity was interpolated from observed gravity values.
 CM0849
 CM0849;                    North         East    Units  Estimated Accuracy
 CM0849;SPC AL E     -   196,970.      269,060.      MT  (+/- 180 meters Scaled)
 CM0849
 CM0849                          SUPERSEDED SURVEY CONTROL
 CM0849
 CM0849  NGVD 29 (??/??/92)  119.276  (m)          391.32   (f) ADJ UNCH    2 0
 CM0849
 CM0849.Superseded values are not recommended for survey control.
 CM0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0849.See file dsdata.txt to determine how the superseded data were derived.
 CM0849
 CM0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA789724(NAD 83)
 CM0849_MARKER: DD = SURVEY DISK
 CM0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0849_STAMPING: BC 19 1946
 CM0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0849+STABILITY: SURFACE MOTION
 CM0849
 CM0849  HISTORY     - Date     Condition        Report By
 CM0849  HISTORY     - 1946     MONUMENTED       USGS
 CM0849  HISTORY     - 1952     GOOD             NGS
 CM0849
 CM0849                          STATION DESCRIPTION
 CM0849
 CM0849'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0849'4.4 MI E FROM SEALE.
 CM0849'ABOUT 1.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CENTRAL OF
 CM0849'GEORGIA RAILWAY STATION AT SEALE, THENCE ABOUT 3.3 MILES EAST
 CM0849'ALONG A GRAVEL ROAD, ABOUT 125 YARDS EAST OF A PROMINENT NEW LOG
 CM0849'HOUSE, ALONG THE SOUTH SIDE OF A SMALL SHACK, AT THE JUNCTION OF
 CM0849'A DIM ROAD NORTH AND A DRIVE SOUTH TO A FARM HOUSE, 31 FEET NORTH
 CM0849'OF CENTER LINE OF ROAD, 20 FEET EAST OF CENTER LINE OF DIM ROAD
 CM0849'NORTH, 7 FEET SOUTHEAST OF SOUTHWEST CORNER OF SHACK, 3 FEET SOUTH
 CM0849'OF SOUTH FACE OF SHACK, 1 FOOT EAST OF A WHITE WOODEN WITNESS
 CM0849'POST, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 CM0849'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0846 ***********************************************************************
 CM0846  DESIGNATION -  BC 20
 CM0846  PID         -  CM0846
 CM0846  STATE/COUNTY-  AL/RUSSELL
 CM0846  USGS QUAD   -  FORT MITCHELL (1984)
 CM0846
 CM0846                         *CURRENT SURVEY CONTROL
 CM0846  ___________________________________________________________________
 CM0846* NAD 83(1986)-  32 16 07.     (N)    085 03 30.     (W)     SCALED    
 CM0846* NAVD 88     -       102.475  (meters)     336.20   (feet)  ADJUSTED  
 CM0846  ___________________________________________________________________
 CM0846  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 CM0846  DYNAMIC HT  -         102.358 (meters)     335.82  (feet)  COMP
 CM0846  MODELED GRAV-     979,496.4   (mgal)                       NAVD 88
 CM0846
 CM0846  VERT ORDER  -  SECOND    CLASS 0
 CM0846
 CM0846.The horizontal coordinates were scaled from a topographic map and have
 CM0846.an estimated accuracy of +/- 6 seconds.
 CM0846
 CM0846.The orthometric height was determined by differential leveling
 CM0846.and adjusted by the National Geodetic Survey in June 1991..
 CM0846
 CM0846.The geoid height was determined by GEOID03.
 CM0846
 CM0846.The dynamic height is computed by dividing the NAVD 88
 CM0846.geopotential number by the normal gravity value computed on the
 CM0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0846.degrees latitude (g = 980.6199 gals.).
 CM0846
 CM0846.The modeled gravity was interpolated from observed gravity values.
 CM0846
 CM0846;                    North         East    Units  Estimated Accuracy
 CM0846;SPC AL E     -   196,350.      273,020.      MT  (+/- 180 meters Scaled)
 CM0846
 CM0846                          SUPERSEDED SURVEY CONTROL
 CM0846
 CM0846  NGVD 29 (??/??/92)  102.495  (m)          336.27   (f) ADJ UNCH    2 0
 CM0846
 CM0846.Superseded values are not recommended for survey control.
 CM0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0846.See file dsdata.txt to determine how the superseded data were derived.
 CM0846
 CM0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA828718(NAD 83)
 CM0846_MARKER: DD = SURVEY DISK
 CM0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0846_STAMPING: BC 20 1946
 CM0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0846+STABILITY: SURFACE MOTION
 CM0846
 CM0846  HISTORY     - Date     Condition        Report By
 CM0846  HISTORY     - 1946     MONUMENTED       USGS
 CM0846  HISTORY     - 1952     GOOD             NGS
 CM0846
 CM0846                          STATION DESCRIPTION
 CM0846
 CM0846'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0846'6.9 MI E FROM SEALE.
 CM0846'ABOUT 1.1 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CENTRAL OF
 CM0846'GEORGIA RAILWAY STATION AT SEALE, THENCE ABOUT 5.8 MILES EAST
 CM0846'ALONG A GRAVEL ROAD, AT A CHURCH WITH ASBESTOS SIDING, 23 FEET
 CM0846'SOUTH OF CENTER LINE OF ROAD, 57 1/2 FEET NORTHWEST OF NORTHWEST
 CM0846'CORNER OF CHURCH, 23 1/2 FEET EAST OF A POWER POLE, 28 FEET NORTH
 CM0846'OF A 60-INCH OAK TREE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 CM0846'POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 CM0846'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0844 ***********************************************************************
 CM0844  DESIGNATION -  BC 21
 CM0844  PID         -  CM0844
 CM0844  STATE/COUNTY-  AL/RUSSELL
 CM0844  USGS QUAD   -  FORT MITCHELL (1984)
 CM0844
 CM0844                         *CURRENT SURVEY CONTROL
 CM0844  ___________________________________________________________________
 CM0844* NAD 83(1986)-  32 16 10.     (N)    085 01 28.     (W)     SCALED    
 CM0844* NAVD 88     -        80.455  (meters)     263.96   (feet)  ADJUSTED  
 CM0844  ___________________________________________________________________
 CM0844  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CM0844  DYNAMIC HT  -          80.363 (meters)     263.66  (feet)  COMP
 CM0844  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 CM0844
 CM0844  VERT ORDER  -  SECOND    CLASS 0
 CM0844
 CM0844.The horizontal coordinates were scaled from a topographic map and have
 CM0844.an estimated accuracy of +/- 6 seconds.
 CM0844
 CM0844.The orthometric height was determined by differential leveling
 CM0844.and adjusted by the National Geodetic Survey in June 1991..
 CM0844
 CM0844.The geoid height was determined by GEOID03.
 CM0844
 CM0844.The dynamic height is computed by dividing the NAVD 88
 CM0844.geopotential number by the normal gravity value computed on the
 CM0844.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0844.degrees latitude (g = 980.6199 gals.).
 CM0844
 CM0844.The modeled gravity was interpolated from observed gravity values.
 CM0844
 CM0844;                    North         East    Units  Estimated Accuracy
 CM0844;SPC AL E     -   196,470.      276,210.      MT  (+/- 180 meters Scaled)
 CM0844
 CM0844                          SUPERSEDED SURVEY CONTROL
 CM0844
 CM0844  NGVD 29 (??/??/92)   80.478  (m)          264.03   (f) ADJ UNCH    2 0
 CM0844
 CM0844.Superseded values are not recommended for survey control.
 CM0844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0844.See file dsdata.txt to determine how the superseded data were derived.
 CM0844
 CM0844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA860720(NAD 83)
 CM0844_MARKER: DD = SURVEY DISK
 CM0844_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0844_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0844_STAMPING: BC 21 1946
 CM0844_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0844+STABILITY: SURFACE MOTION
 CM0844
 CM0844  HISTORY     - Date     Condition        Report By
 CM0844  HISTORY     - 1946     MONUMENTED       USGS
 CM0844  HISTORY     - 1952     GOOD             NGS
 CM0844
 CM0844                          STATION DESCRIPTION
 CM0844
 CM0844'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0844'6.8 MI SW FROM FORT MITCHELL.
 CM0844'ABOUT 5.35 MILES SOUTH ALONG A BLACK TOP ROAD AND A ROAD NOW
 CM0844'UNDER CONSTRUCTION FROM THE POST OFFICE AT FORT MITCHELL, THENCE
 CM0844'ABOUT 1.45 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.25 MILE WEST
 CM0844'OF A 30-FOOT WOODEN BRIDGE, AT THE JUNCTION OF A PRIVATE ROAD
 CM0844'NORTH AND A DIM ROAD SOUTHWEST, 16 FEET SOUTH OF CENTER LINE OF
 CM0844'ROAD, 82 FEET SOUTHWEST OF CENTER OF JUNCTION OF EAST LEG OF ROAD
 CM0844'NORTH, 34 FEET NORTHWEST OF CENTER LINE OF DIM ROAD SOUTHWEST,
 CM0844'10 1/2 FEET NORTH-NORTHWEST OF A 30-INCH PINE TREE PAINTED
 CM0844'PBM 264.0, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 CM0844'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0844'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1919 ***********************************************************************
 BU1919  DESIGNATION -  BEACON 19 GREEN AIRWAY 6
 BU1919  PID         -  BU1919
 BU1919  STATE/COUNTY-  AL/CONECUH
 BU1919  USGS QUAD   -  RANGE (1971)
 BU1919
 BU1919                         *CURRENT SURVEY CONTROL
 BU1919  ___________________________________________________________________
 BU1919* NAD 83(1992)-  31 18 37.71526(N)    087 14 03.55016(W)     ADJUSTED  
 BU1919* NAVD 88     -                                                        
 BU1919  ___________________________________________________________________
 BU1919  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 BU1919  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BU1919
 BU1919  HORZ ORDER  -  THIRD
 BU1919
 BU1919.The horizontal coordinates were established by classical geodetic methods
 BU1919.and adjusted by the National Geodetic Survey in December 1992..
 BU1919
 BU1919
 BU1919.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1919
 BU1919.The geoid height was determined by GEOID03.
 BU1919
 BU1919;                    North         East     Units Scale Factor Converg.
 BU1919;SPC AL W     -   145,304.899   625,289.396   MT  0.99994122   +0 08 17.0
 BU1919;UTM  16      - 3,464,035.047   477,703.216   MT  0.99960613   -0 07 18.4
 BU1919
 BU1919                          SUPERSEDED SURVEY CONTROL
 BU1919
 BU1919  NAD 83(1986)-  31 18 37.72685(N)    087 14 03.55338(W) AD(       ) 4
 BU1919  NAD 27      -  31 18 37.11900(N)    087 14 03.63000(W) AD(       ) 3
 BU1919
 BU1919.Superseded values are not recommended for survey control.
 BU1919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1919.See file dsdata.txt to determine how the superseded data were derived.
 BU1919
 BU1919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7770364035(NAD 83)
 BU1919_MARKER: 22 = AIRWAY BEACON
 BU1919
 BU1919  HISTORY     - Date     Condition        Report By
 BU1919  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1919
 BU1919                          STATION DESCRIPTION
 BU1919
 BU1919'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1919'STATION IS BEACON 19 ON GREEN AIRWAY 6, BETWEEN MONTGOMERY AND
 BU1919'MOBILE.  IT IS LOCATED ABOUT 300 YARDS ESE OF THE RAILROAD
 BU1919'STATION IN THE SMALL VILLAGE OF DEER RANGE.  IT IS A REVOLVING
 BU1919'BEACON OF THE STANDARD TYPE WITH FIXED RED LIGHTS THAT SHOW ALONG
 BU1919'THE COURSE.  IT IS ATOP A FOUR-LEGGED STEEL STRUCTURE PAINTED RED
 BU1919'AND WHITE AND ABOUT 60 FEET HIGH.
 BU1919'
 BU1919'THE CENTER OF THE REVOLVING LIGHT WAS THE POINT OBSERVED ON
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1915 ***********************************************************************
 BU1915  DESIGNATION -  BEACON 20 GREEN AIRWAY 6
 BU1915  PID         -  BU1915
 BU1915  STATE/COUNTY-  AL/CONECUH
 BU1915  USGS QUAD   -  BELLEVILLE (1971)
 BU1915
 BU1915                         *CURRENT SURVEY CONTROL
 BU1915  ___________________________________________________________________
 BU1915* NAD 83(1992)-  31 25 15.08375(N)    087 02 27.88151(W)     ADJUSTED  
 BU1915* NAVD 88     -                                                        
 BU1915  ___________________________________________________________________
 BU1915  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BU1915  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1915
 BU1915  HORZ ORDER  -  THIRD
 BU1915
 BU1915.This mark is at Middleton Field Airport (39J)
 BU1915
 BU1915.The horizontal coordinates were established by classical geodetic methods
 BU1915.and adjusted by the National Geodetic Survey in December 1992..
 BU1915
 BU1915
 BU1915.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1915
 BU1915.The geoid height was determined by GEOID03.
 BU1915
 BU1915;                    North         East     Units Scale Factor Converg.
 BU1915;SPC AL W     -   157,603.193   643,632.626   MT  0.99995681   +0 14 21.3
 BU1915;UTM  16      - 3,476,245.670   496,095.755   MT  0.99960019   -0 01 17.1
 BU1915
 BU1915                          SUPERSEDED SURVEY CONTROL
 BU1915
 BU1915  NAD 83(1986)-  31 25 15.09587(N)    087 02 27.88289(W) AD(       ) 4
 BU1915  NAD 27      -  31 25 14.49900(N)    087 02 27.96400(W) AD(       ) 3
 BU1915
 BU1915.Superseded values are not recommended for survey control.
 BU1915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1915.See file dsdata.txt to determine how the superseded data were derived.
 BU1915
 BU1915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9609676246(NAD 83)
 BU1915_MARKER: 22 = AIRWAY BEACON
 BU1915
 BU1915  HISTORY     - Date     Condition        Report By
 BU1915  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1915
 BU1915                          STATION DESCRIPTION
 BU1915
 BU1915'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1915'STATION IS BEACON 20 ON GREEN AIRWAY 6, BETWEEN MONTGOMERY AND
 BU1915'MOBILE.  IT IS LOCATED NEAR THE ENTRANCE OF THE EVERGREEN EMERGENCY
 BU1915'LANDING FIELD, ABOUT 5 MILES (AIR LINE) W OF EVERGREEN.  IT IS A
 BU1915'REVOLVING BEACON OF THE STANDARD TYPE WITH FIXED GREEN LIGHTS THAT
 BU1915'SHOW ALONG THE COURSE.  IT IS SUPPORTED ATOP A FOUR-LEGGED STEEL
 BU1915'STRUCTURE, PAINTED RED AND WHITE, AND ABOUT 75 FEET HIGH.
 BU1915'
 BU1915'THE CENTER OF THE REVOLVING LIGHT WAS THE POINT OBSERVED ON.
 BU1915'
 BU1915'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FIELD,
 BU1915'THE DISTANCE BEING 25.902 METERS.
 BU1915'
 BU1915'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAYS 31 AND
 BU1915'84 ABOUT 2 MILES W OF EVERGREEN, GO W ON HIGHWAY 84 FOR 3 MILES TO
 BU1915'ENTRANCE OF LANDING FIELD AND BEACON ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1892 ***********************************************************************
 BU1892  DESIGNATION -  BEACON 23 GREEN AIRWAY 6
 BU1892  PID         -  BU1892
 BU1892  STATE/COUNTY-  AL/BUTLER
 BU1892  USGS QUAD   -  GEORGIANA WEST (1981)
 BU1892
 BU1892                         *CURRENT SURVEY CONTROL
 BU1892  ___________________________________________________________________
 BU1892* NAD 83(1992)-  31 42 51.30818(N)    086 49 21.72328(W)     ADJUSTED  
 BU1892* NAVD 88     -                                                        
 BU1892  ___________________________________________________________________
 BU1892  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 BU1892  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BU1892
 BU1892  HORZ ORDER  -  THIRD
 BU1892
 BU1892.The horizontal coordinates were established by classical geodetic methods
 BU1892.and adjusted by the National Geodetic Survey in December 1992..
 BU1892
 BU1892
 BU1892.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1892
 BU1892.The geoid height was determined by GEOID03.
 BU1892
 BU1892;                    North         East     Units Scale Factor Converg.
 BU1892;SPC AL W     -   190,240.888   664,194.202   MT  0.99998414   +0 21 21.8
 BU1892;UTM  16      - 3,508,777.090   516,798.588   MT  0.99960348   +0 05 35.5
 BU1892
 BU1892                          SUPERSEDED SURVEY CONTROL
 BU1892
 BU1892  NAD 83(1986)-  31 42 51.32802(N)    086 49 21.72144(W) AD(       ) 4
 BU1892  NAD 27      -  31 42 50.78100(N)    086 49 21.82600(W) AD(       ) 3
 BU1892
 BU1892.Superseded values are not recommended for survey control.
 BU1892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1892.See file dsdata.txt to determine how the superseded data were derived.
 BU1892
 BU1892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1679908777(NAD 83)
 BU1892_MARKER: 22 = AIRWAY BEACON
 BU1892
 BU1892  HISTORY     - Date     Condition        Report By
 BU1892  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1892
 BU1892                          STATION DESCRIPTION
 BU1892
 BU1892'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1892'STATION IS BEACON 23 ON GREEN AIRWAY 6 BETWEEN MONTGOMERY AND
 BU1892'MOBILE.  IT IS LOCATED ABOUT 6 MILES W OF GEORGIANA ON LAND OWNED
 BU1892'BY W.D. BURKETT.  IT IS A REVOLVING BEACON OF THE STANDARD TYPE.
 BU1892'IT IS SUPPORTED ATOP A FOUR-LEGGED STEEL STRUCTURE, PAINTED RED
 BU1892'AND WHITE, AND ABOUT 75 FEET HIGH.  THE CENTER OF THE REVOLVING
 BU1892'LIGHT WAS THE POINT OBSERVED ON.
 BU1892'
 BU1892'TO REACH FROM THE DEPOT IN GEORGIANA, GO W ON THE BLACK-TOP
 BU1892'ROAD FOR 6.7 MILES TO A CROSS ROAD AND WHITE SCHOOL AT THE SW
 BU1892'CORNER, TURN RIGHT ON DIRT ROAD AND GO 3 MILES TO THE W.D.
 BU1892'BURKETT FARM AND BEACON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1878 ***********************************************************************
 BU1878  DESIGNATION -  BEACON 24 GREEN AIRWAY 6
 BU1878  PID         -  BU1878
 BU1878  STATE/COUNTY-  AL/BUTLER
 BU1878  USGS QUAD   -  GREENVILLE WEST (1986)
 BU1878
 BU1878                         *CURRENT SURVEY CONTROL
 BU1878  ___________________________________________________________________
 BU1878* NAD 83(1992)-  31 51 09.39294(N)    086 43 07.24101(W)     ADJUSTED  
 BU1878* NAVD 88     -                                                        
 BU1878  ___________________________________________________________________
 BU1878  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 BU1878  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BU1878
 BU1878  HORZ ORDER  -  THIRD
 BU1878
 BU1878.The horizontal coordinates were established by classical geodetic methods
 BU1878.and adjusted by the National Geodetic Survey in December 1992..
 BU1878
 BU1878
 BU1878.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1878
 BU1878.The geoid height was determined by GEOID03.
 BU1878
 BU1878;                    North         East     Units Scale Factor Converg.
 BU1878;SPC AL W     -   205,647.911   673,943.519   MT  1.00000074   +0 24 44.5
 BU1878;UTM  16      - 3,524,133.202   526,614.828   MT  0.99960874   +0 08 54.5
 BU1878
 BU1878                          SUPERSEDED SURVEY CONTROL
 BU1878
 BU1878  NAD 83(1986)-  31 51 09.40081(N)    086 43 07.22639(W) AD(       ) 4
 BU1878  NAD 27      -  31 51 08.85900(N)    086 43 07.30900(W) AD(       ) 3
 BU1878
 BU1878.Superseded values are not recommended for survey control.
 BU1878.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1878.See file dsdata.txt to determine how the superseded data were derived.
 BU1878
 BU1878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2661524133(NAD 83)
 BU1878_MARKER: 22 = AIRWAY BEACON
 BU1878
 BU1878  HISTORY     - Date     Condition        Report By
 BU1878  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1878
 BU1878                          STATION DESCRIPTION
 BU1878
 BU1878'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1878'STATION IS BEACON 24 ON GREEN AIRWAY 6 BETWEEN MONTGOMERY AND
 BU1878'MOBILE.  IT IS LOCATED ON THE W SIDE OF THE GREENVILLE AIRPORT
 BU1878'ABOUT 6 MILES WNW OF THE CITY OF GREENVILLE.  IT IS A REVOLVING
 BU1878'BEACON OF THE STANDARD TYPE WITH FIXED GREEN LIGHTS THAT SHOW
 BU1878'ALONG THE COURSE.  IT IS SUPPORTED ATOP A FOUR-LEGGED STEEL
 BU1878'STRUCTURE, PAINTED RED AND WHITE, AND ABOUT 60 FEET HIGH.
 BU1878'
 BU1878'THE CENTER OF THE REVOLVING LIGHT WAS THE POINT OBSERVED.  THE
 BU1878'GREEN LIGHTS FLASH THE CODE LETTER H (....).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2950 ***********************************************************************
 CN2950  DESIGNATION -  BEACON 26 GREEN AIRWAY 6
 CN2950  PID         -  CN2950
 CN2950  STATE/COUNTY-  AL/LOWNDES
 CN2950  USGS QUAD   -  SANDY RIDGE (1985)
 CN2950
 CN2950                         *CURRENT SURVEY CONTROL
 CN2950  ___________________________________________________________________
 CN2950* NAD 83(1992)-  32 07 15.79262(N)    086 28 47.76660(W)     ADJUSTED  
 CN2950* NAVD 88     -                                                        
 CN2950  ___________________________________________________________________
 CN2950  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CN2950  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CN2950
 CN2950  HORZ ORDER  -  THIRD
 CN2950
 CN2950.The horizontal coordinates were established by classical geodetic methods
 CN2950.and adjusted by the National Geodetic Survey in December 1992..
 CN2950
 CN2950
 CN2950.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2950
 CN2950.The geoid height was determined by GEOID03.
 CN2950
 CN2950;                    North         East     Units Scale Factor Converg.
 CN2950;SPC AL W     -   235,602.357   696,258.085   MT  1.00004756   +0 32 32.7
 CN2950;SPC AL E     -   179,909.949   138,982.846   MT  1.00000590   -0 20 37.7
 CN2950;UTM  16      - 3,553,972.076   549,058.549   MT  0.99962968   +0 16 35.5
 CN2950
 CN2950                          SUPERSEDED SURVEY CONTROL
 CN2950
 CN2950  NAD 83(1986)-  32 07 15.79950(N)    086 28 47.76399(W) AD(       ) 4
 CN2950  NAD 27      -  32 07 15.28700(N)    086 28 47.87700(W) AD(       ) 3
 CN2950
 CN2950.Superseded values are not recommended for survey control.
 CN2950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2950.See file dsdata.txt to determine how the superseded data were derived.
 CN2950
 CN2950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA4905953972(NAD 83)
 CN2950_MARKER: 22 = AIRWAY BEACON
 CN2950
 CN2950  HISTORY     - Date     Condition        Report By
 CN2950  HISTORY     - 1944     FIRST OBSERVED   CGS
 CN2950
 CN2950                          STATION DESCRIPTION
 CN2950
 CN2950'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 CN2950'THIS STATION IS BEACON 26 ON GREEN AIRWAY 6, BETWEEN MONTGOMERY
 CN2950'AND MOBILE.  IT IS LOCATED 0.9 MILE SE OF LETOHATCHEE ON THE E
 CN2950'SIDE OF STATE HIGHWAY 97.  IT IS A REVOLVING BEACON OF THE
 CN2950'STANDARD TYPE WITH FIXED RED LIGHTS THAT SHOW ALONG THE COURSE.
 CN2950'IT IS SUPPORTED ATOP A FOUR-LEGGED STEEL STRUCTURE, PAINTED RED
 CN2950'AND WHITE, AND ABOUT 60 FEET HIGH.  THE CENTER OF THE REVOLVING
 CN2950'LIGHT WAS THE POINT OBSERVED.  THE RED LIGHTS FLASH THE CODE
 CN2950'LETTER K.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0566 ***********************************************************************
 BU0566  DESIGNATION -  BEACON AZ MK
 BU0566  PID         -  BU0566
 BU0566  STATE/COUNTY-  AL/CONECUH
 BU0566  USGS QUAD   -  LYEFFION (1986)
 BU0566
 BU0566                         *CURRENT SURVEY CONTROL
 BU0566  ___________________________________________________________________
 BU0566* NAD 83(1986)-  31 33 49.     (N)    086 57 45.     (W)     SCALED    
 BU0566* NAVD 88     -       145.102  (meters)     476.06   (feet)  ADJUSTED  
 BU0566  ___________________________________________________________________
 BU0566  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BU0566  DYNAMIC HT  -         144.924 (meters)     475.47  (feet)  COMP
 BU0566  MODELED GRAV-     979,411.9   (mgal)                       NAVD 88
 BU0566
 BU0566  VERT ORDER  -  SECOND    CLASS 0
 BU0566
 BU0566.The horizontal coordinates were scaled from a topographic map and have
 BU0566.an estimated accuracy of +/- 6 seconds.
 BU0566
 BU0566.The orthometric height was determined by differential leveling
 BU0566.and adjusted by the National Geodetic Survey in June 1991..
 BU0566
 BU0566.The geoid height was determined by GEOID03.
 BU0566
 BU0566.The dynamic height is computed by dividing the NAVD 88
 BU0566.geopotential number by the normal gravity value computed on the
 BU0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0566.degrees latitude (g = 980.6199 gals.).
 BU0566
 BU0566.The modeled gravity was interpolated from observed gravity values.
 BU0566
 BU0566;                    North         East    Units  Estimated Accuracy
 BU0566;SPC AL W     -   173,470.      651,030.      MT  (+/- 180 meters Scaled)
 BU0566
 BU0566                          SUPERSEDED SURVEY CONTROL
 BU0566
 BU0566  NGVD 29 (??/??/92)  145.086  (m)          476.00   (f) ADJ UNCH    2 0
 BU0566
 BU0566.Superseded values are not recommended for survey control.
 BU0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0566.See file dsdata.txt to determine how the superseded data were derived.
 BU0566
 BU0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV035920(NAD 83)
 BU0566_MARKER: DZ = AZIMUTH MARK DISK
 BU0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0566_STAMPING: BEACON 1944
 BU0566_MARK LOGO: CGS   
 BU0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0566+STABILITY: SURFACE MOTION
 BU0566
 BU0566  HISTORY     - Date     Condition        Report By
 BU0566  HISTORY     - 1944     MONUMENTED       CGS
 BU0566  HISTORY     - 1961     GOOD             NGS
 BU0566
 BU0566                          STATION DESCRIPTION
 BU0566
 BU0566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BU0566'11.4 MI N FROM EVERGREEN.
 BU0566'LOCATED 1 BLOCK WEST OF THE POST OFFICE IN EVERGREEN, THENCE NORTH
 BU0566'11.4 MILES ALONG STATE HIGHWAY 83 TO A CROSSROADS, THENCE 0.8 MILE
 BU0566'EAST ALONG A PAVED ROAD TO TRIANGULATION STATION ON THE LEFT, CONTINUE
 BU0566'EAST AND SOUTH FOR 0.3 MILE TO THE MARK ON THE RIGHT IN THE SOUTHEAST
 BU0566'CORNER OF THE FRONT YARD OF A FARM HOUSE OWNED BY MR. D.E. BROOKS,
 BU0566'55.5 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 16.5
 BU0566'FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE, 35.5
 BU0566'FEET NORTH OF A 3-FOOT FORKED OAK TREE, 34.4 FEET NORTHEAST OF POWER
 BU0566'POLE NO. 15, 1 FOOT EAST-NORTHEAST OF A FENCE CORNER AND 1 FOOT EAST
 BU0566'OF A METAL WITNESS POST.  IT IS A STANDARD AZIMUTH MARK DISK SET IN
 BU0566'THE TOP OF A 12-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0567 ***********************************************************************
 BU0567  DESIGNATION -  BEACON RM 2
 BU0567  PID         -  BU0567
 BU0567  STATE/COUNTY-  AL/CONECUH
 BU0567  USGS QUAD   -  LYEFFION (1986)
 BU0567
 BU0567                         *CURRENT SURVEY CONTROL
 BU0567  ___________________________________________________________________
 BU0567* NAD 83(1986)-  31 34 07.     (N)    086 57 49.     (W)     SCALED    
 BU0567* NAVD 88     -       142.82   (meters)     468.6    (feet)  RESET     
 BU0567  ___________________________________________________________________
 BU0567  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BU0567
 BU0567  VERT ORDER  -  THIRD
 BU0567
 BU0567.The horizontal coordinates were scaled from a topographic map and have
 BU0567.an estimated accuracy of +/- 6 seconds.
 BU0567
 BU0567.The orthometric height was computed from unverified reset data.
 BU0567
 BU0567.The geoid height was determined by GEOID03.
 BU0567
 BU0567;                    North         East    Units  Estimated Accuracy
 BU0567;SPC AL W     -   174,020.      650,920.      MT  (+/- 180 meters Scaled)
 BU0567
 BU0567                          SUPERSEDED SURVEY CONTROL
 BU0567
 BU0567  NGVD 29 (??/??/??)  142.80   (m)          468.5    (f) RESET       3  
 BU0567
 BU0567.Superseded values are not recommended for survey control.
 BU0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0567.See file dsdata.txt to determine how the superseded data were derived.
 BU0567
 BU0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV034926(NAD 83)
 BU0567_MARKER: DR = REFERENCE MARK DISK
 BU0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0567_STAMPING: BEACON NO 2 1944 1961
 BU0567_MARK LOGO: CGS   
 BU0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0567+STABILITY: SURFACE MOTION
 BU0567
 BU0567  HISTORY     - Date     Condition        Report By
 BU0567  HISTORY     - 1961     MONUMENTED       CGS
 BU0567
 BU0567                          STATION DESCRIPTION
 BU0567
 BU0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 BU0567'11.4 MI N FROM EVERGREEN.
 BU0567'LOCATED 1 BLOCK WEST OF THE POST OFFICE AT EVERGREEN, THENCE NORTH
 BU0567'ALONG STATE HIGHWAY 83 FOR 11.4 MILES TO A CROSS ROAD, THENCE EAST
 BU0567'ALONG A PAVED ROAD FOR 0.8 MILE TO THE MARK ON THE LEFT.  IT IS 41
 BU0567'FEET NORTH OF THE CENTER OF THE ROAD, 86 FEET EAST OF A POWER POLE IN
 BU0567'THE FENCE LINE, 107 FEET WEST OF THE WEST END OF A WIRE GATE INTO THE
 BU0567'FIELD, 1 FOOT NORTH OF A FENCELINE, 1 FOOT WEST OF A METAL WITNESS
 BU0567'POST AND IN THE SOUTHWEST CORNER OF A SMALL PEACH ORCHARD.  IT IS A
 BU0567'STANDARD REFERENCE MARK DISK SET IN THE TOP OF A 12-INCH ROUND
 BU0567'CONCRETE MARK PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1928 ***********************************************************************
 CN1928  DESIGNATION -  BEAR 2
 CN1928  PID         -  CN1928
 CN1928  STATE/COUNTY-  AL/DALLAS
 CN1928  USGS QUAD   -  SAFFORD (1979)
 CN1928
 CN1928                         *CURRENT SURVEY CONTROL
 CN1928  ___________________________________________________________________
 CN1928* NAD 83(1992)-  32 22 22.15860(N)    087 22 22.36659(W)     ADJUSTED  
 CN1928* NAVD 88     -        60.27   (meters)     197.7    (feet)  RESET     
 CN1928  ___________________________________________________________________
 CN1928  X           -     247,149.720 (meters)                     COMP
 CN1928  Y           -  -5,386,395.977 (meters)                     COMP
 CN1928  Z           -   3,395,437.145 (meters)                     COMP
 CN1928  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CN1928  ELLIP HEIGHT-          31.80  (meters)          (07/29/02) GPS OBS
 CN1928  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CN1928
 CN1928  HORZ ORDER  -  FIRST
 CN1928  VERT ORDER  -  THIRD
 CN1928  ELLP ORDER  -  FOURTH    CLASS I
 CN1928
 CN1928.The horizontal coordinates were established by GPS observations
 CN1928.and adjusted by the National Geodetic Survey in July 1995..
 CN1928
 CN1928.The orthometric height was computed from unverified reset data.
 CN1928
 CN1928.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN1928
 CN1928.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN1928
 CN1928.The ellipsoidal height was determined by GPS observations
 CN1928.and is referenced to NAD 83.
 CN1928
 CN1928.The geoid height was determined by GEOID03.
 CN1928
 CN1928;                    North         East     Units Scale Factor Converg.
 CN1928;SPC AL W     -   263,070.845   611,962.352   MT  0.99993510   +0 04 05.0
 CN1928;UTM  16      - 3,581,822.513   464,922.683   MT  0.99961517   -0 11 58.7
 CN1928
 CN1928!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN1928!SPC AL W     -   0.99999501  x   0.99993510  =   0.99993011
 CN1928!UTM  16      -   0.99999501  x   0.99961517  =   0.99961018
 CN1928
 CN1928|---------------------------------------------------------------------|
 CN1928| PID    Reference Object                     Distance      Geod. Az  |
 CN1928|                                                           dddmmss.s |
 CN1928| CN1926 BEAR                                 51.536 METERS 01137     |
 CN1928| CN1925 BEAR RM 1                            81.431 METERS 01522     |
 CN1928| CN1927 BEAR RM 2                            16.308 METERS 01858     |
 CN1928| CF9399 BEAR 2 RM 3                          31.681 METERS 07048     |
 CN1928| CF9398 191.063                                            1913700.3 |
 CN1928|---------------------------------------------------------------------|
 CN1928
 CN1928                          SUPERSEDED SURVEY CONTROL
 CN1928
 CN1928  ELLIP H (07/21/95)   31.85   (m)                       GP(       ) 3 2
 CN1928  NAD 83(1992)-  32 22 22.15672(N)    087 22 22.36764(W) AD(       ) 3
 CN1928  NAD 83(1986)-  32 22 22.16594(N)    087 22 22.36919(W) AD(       ) 3
 CN1928  NAD 27      -  32 22 21.66900(N)    087 22 22.37900(W) AD(       ) 3
 CN1928  NGVD 29 (07/21/95)   60.3    (m)          198.     (f) GPS OBS        
 CN1928
 CN1928.Superseded values are not recommended for survey control.
 CN1928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1928.See file dsdata.txt to determine how the superseded data were derived.
 CN1928
 CN1928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6492381823(NAD 83)
 CN1928_MARKER: DS = TRIANGULATION STATION DISK
 CN1928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1928_STAMPING: BEAR 2 1954
 CN1928_MARK LOGO: CGS   
 CN1928_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN1928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1928+STABILITY: SURFACE MOTION
 CN1928_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN1928+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1994
 CN1928
 CN1928  HISTORY     - Date     Condition        Report By
 CN1928  HISTORY     - 1954     MONUMENTED       CGS
 CN1928  HISTORY     - 1954     GOOD             CGS
 CN1928  HISTORY     - 1968     GOOD             CGS
 CN1928  HISTORY     - 19940301 GOOD             ALHD
 CN1928
 CN1928                          STATION DESCRIPTION
 CN1928
 CN1928'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (WHB)
 CN1928'THE STATION IS ABOUT 4.5 MI. S OF THE INTERSECTION OF STATE
 CN1928'HIGHWAY 5 AND U.S. HIGHWAY 80 NEAR THE TOWN OF BROWN, 6.0 MI. N
 CN1928'OF THE INTERSECTION OF STATE HIGHWAYS 5 AND 22 ON THE E EDGE OF
 CN1928'SAFFORD, ABOUT 190 FT. S OF THE INTERSECTION OF STATE HIGHWAY 5
 CN1928'AND AN IMPROVED COUNTRY ROAD, 55 FT. E OF THE CENTERLINE OF STATE
 CN1928'HIGHWAY 5, 26.7 FT, W-NW OF A CREOSOTED POWER POLE, ON THE
 CN1928'PROJECTION OF THE LINE DETERMINED BY THIS POLE AND ANOTHER AN
 CN1928'ESTIMATED 200 YD. E, 7.3 FT. SW OF A HIGHWAY RIGHT-OF-WAY
 CN1928'MARKER, AND 6 FT. W OF A FENCE.  THE MARK PROJECTS 2 IN., AND
 CN1928'THE DISK IS STAMPED BEAR 2 1954.
 CN1928'
 CN1928'REFERENCE MARK 1 IS 60 FT. E OF THE CENTERLINE OF STATE HIGHWAY
 CN1928'5, AND 105 FT. N-NE OF THE CENTERLINE OF A COUNTY CROSSROAD.  THE
 CN1928'MARK PROJECTS 3 IN., AND THE DISK IS STAMPED BEAR NO 1 1944.
 CN1928'THE ARROW POINTS ABOUT 6 DEGREES TO THE RIGHT OF THE NEW
 CN1928'STATION.
 CN1928'
 CN1928'REFERENCE MARK 2 IS 60 FT. E OF THE CENTERLINE OF STATE HIGHWAY
 CN1928'5, AND ABOUT 50 FT. S-SW OF THE CENTERLINE OF A COUNTY ROAD.
 CN1928'THE MARK PROJECTS 6 IN., AND THE DISK IS STAMPED BEAR NO 2 1944
 CN1928'THE ARROW POINTS ABOUT 170 DEGREES TO THE RIGHT OF
 CN1928'THE NEW STATION.
 CN1928'
 CN1928'THE AZIMUTH MARK IS A TRAVERSE STATION OF THE ALABAMA GEODETIC
 CN1928'SURVEY OF UNKNOWN AND UNSTAMPED DESIGNATION, 0.5 MI. S OF THE
 CN1928'STATION, 32 FT. E OF THE CENTERLINE OF THE HIGHWAY, 5 FT. E OF A
 CN1928'30-IN. THORN HEDGE TREE, 31 FT. W OF A FENCE T-INTERSECTION, AND
 CN1928'ON THE PROJECTED LINE OF THE E-W FENCE.  THE MARK IS A STANDARD
 CN1928'U.S.C. AND G.S. AND STATE SURVEY DISK, SET IN THE TOP OF A
 CN1928'CONCRETE POST THAT PROJECTS 5 IN.  THE DISK IS STAMPED 191.063
 CN1928'WHICH IS THE ELEVATION IN FT.
 CN1928
 CN1928                          STATION RECOVERY (1954)
 CN1928
 CN1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 CN1928'4.45 MI S FROM BROWN.
 CN1928'ABOUT 4.45 MILES SOUTH ALONG STATE HWY. NO. 5 FROM ITS
 CN1928'CROSS-INTERSECTION WITH U. S. HWY. NO. 80 AT BROWN, 55 FEET EAST OF
 CN1928'THE CENTERLINE OF NO. 5 STATE HWY., ABOUT 190 FEET SOUTH OF THE
 CN1928'INTERSECTION OF THE STATE HIGHWAY AND A COUNTY HIGHWAY, 26.7 FEET
 CN1928'WEST-NORTHWEST OF A CREOSOTED POWER POLE, IN THE PROJECTED LINE
 CN1928'DETERMINED BY THIS POLE AND ANOTHER AN ESTIMATED 200 YARDS
 CN1928'SOUTHEASTERLY, 7.3 FEET SOUTHWEST OF A HIGHWAY RIGHT-OF-WAY MARKER,
 CN1928'AND 6 FEET WEST OF A FENCE.  THE MARK IS A STANDARD TRIANGULATION
 CN1928'STATION DISK SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 2
 CN1928'INCHES.  THE DISK IS STAMPED BEAR 2 1954.
 CN1928
 CN1928                          STATION RECOVERY (1968)
 CN1928
 CN1928'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CN1928'THE STATION WAS VISITED 3-20-68 AND THE STATION AND RM NO. 1 WAS
 CN1928'FOUND IN GOOD CONDITION AND RM NO. 2 AND AZIMUTH MARK WERE FOUND
 CN1928'DESTROYED.  RM NO. 3 WAS ESTABLISHED AT THIS DATE.  NO AZIMUTH
 CN1928'MARK WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 CN1928'
 CN1928'THE STATION IS LOCATED ABOUT 4.5 MILES SOUTH OF THE INTERSECTION OF
 CN1928'STATE HIGHWAY 5 AND U.S. HIGHWAY 80, NEAR THE VILLAGE OF BROWN,
 CN1928'6.0 MILES NORTH OF THE INTERSECTION OF STATE HIGHWAY 5 AND 22,
 CN1928'ABOUT 190 FEET SOUTH OF A CROSS ROAD, 55 FEET EAST OF THE
 CN1928'CENTERLINE OF N-S ROAD, 26.7 FEET WEST-NORTHWEST OF POWER POLE
 CN1928'AND ON THE PROJECTED LINE DETERMINED BY THIS POLE AND ANOTHER AN
 CN1928'ESTIMATED 200 YARDS TO THE EAST, 7 FEET SOUTHWEST OF A FENCE
 CN1928'CORNER, 6 FEET WEST OF A FENCE, 1 FOOT EAST OF A WITNESS POST.  IT
 CN1928'IS A TRIANGULATION STATION DISK STAMPED BEAR 2 1954, FLUSH
 CN1928'WITH GROUND.
 CN1928'
 CN1928'REFERENCE MARK NO. 1 IS 267.16 FEET NORTH-NORTHEAST OF STATION
 CN1928'IN THE NORTHEAST QUARDRANT OF A CROSS ROAD, 60 FEET EAST OF THE
 CN1928'CENTERLINE OF N-S ROAD STATE HIGHWAY NO. 5, 114 FEET NORTH OF THE
 CN1928'CENTERLINE OF E-W ROAD, 105 FEET NORTHEAST OF THE CENTERLINE
 CN1928'OF INTERSECTION, 111 FEET SOUTH OF POWER POLE, 1 FOOT SOUTH OF
 CN1928'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED BEAR
 CN1928'NO 1 1944, PROJECTS 3-INCHES.
 CN1928'
 CN1928'REFERENCE MARK NO. 3 IS 103.94 FEET EAST-NORTHEAST OF STATION,
 CN1928'4 FT. SOUTH OF THE CENTERLINE OF E-W ROAD (DALLAS CO. NO. 21),
 CN1928'3 FEET NORTHWEST OF FENCE CORNER, 88 FEET NORTHEAST OF POWER
 CN1928'POLE, 6 FEET NORTHWEST OF RIGHT-OF-WAY MARKER, 1 FOOT SOUTHEAST
 CN1928'OF METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 CN1928'BEAR 2 1954 NO 3 1968, PROJECTS 4-INCHES.
 CN1928
 CN1928                          STATION RECOVERY (1994)
 CN1928
 CN1928'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 CN1928'THE STATION IS LOCATED IN DALLAS COUNTY ON THE EAST RIGHT OF WAY OF
 CN1928'ALA 5, ABOUT 4.60 MI (7.40 KM) SOUTH OF BROWNS AND ABOUT 8.65 MI
 CN1928'(13.92 KM) NORTHWEST OF ORRVILLE. TO REACH THE STATION FROM THE ALA 5
 CN1928'OVERPASS OVER U.S. 80 (MILE POST 47.75 ON ALA 5 AND MILE POST 66.15 ON
 CN1928'U.S. 80) AT BROWNS, DRIVE SOUTH ON ALA 5 FOR 4.70 MI (7.56 KM) TO MILE
 CN1928'POST 43.05 AND THE STATION ON THE LEFT. THE STATION IS 5.4 FT (1.6 M)
 CN1928'WEST-SOUTHWEST OF TELEPHONE CABLE PEDESTAL NO. 55 E 1, 5.4 FT (1.6 M)
 CN1928'WEST-SOUTHWEST OF BURIED CABLE WARNING SIGN, 6.0 FT (1.8 M) WEST OF A
 CN1928'FOUR STRAND BARBED WIRE FENCE ON OLD WOOD POSTS, 6.6 FT (2.0 M)
 CN1928'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE FENCE, 40.7 FT (12.4 M)
 CN1928'SOUTHEAST OF A DALLAS COUNTY 21 DIRECTIONAL SIGN, 53.0 FT (16.2 M)
 CN1928'EAST OF THE CENTERLINE OF ALA 5, 133.3 FT (40.6 M) SOUTH-SOUTHWEST OF
 CN1928'THE CENTERLINE OF DALLAS COUNTY ROAD NO. 21, 197.6 FT (60.2 M) SOUTH
 CN1928'OF THE CENTER OF THE INTERSECTION OF ALA 5 AND DALLAS COUNTY ROAD NO.
 CN1928'21, 4.6 FT (1.4 M) WEST OF A METAL WITNESS POST, 4.1 FT (1.2 M) WEST
 CN1928'OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND. STATION
 CN1928'24-35 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1556 ***********************************************************************
 EF1556  DESIGNATION -  BEAR CREEK
 EF1556  PID         -  EF1556
 EF1556  STATE/COUNTY-  AL/MARION
 EF1556  USGS QUAD   -  PHIL CAMPBELL (1946)
 EF1556
 EF1556                         *CURRENT SURVEY CONTROL
 EF1556  ___________________________________________________________________
 EF1556* NAD 83(1992)-  34 18 30.92894(N)    087 44 41.64647(W)     ADJUSTED  
 EF1556* NAVD 88     -       294.     (meters)     965.     (feet)  SCALED    
 EF1556  ___________________________________________________________________
 EF1556  LAPLACE CORR-           3.50  (seconds)                    DEFLEC99
 EF1556  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EF1556
 EF1556  HORZ ORDER  -  THIRD
 EF1556
 EF1556.The horizontal coordinates were established by classical geodetic methods
 EF1556.and adjusted by the National Geodetic Survey in December 1992..
 EF1556
 EF1556.The orthometric height was scaled from a topographic map.
 EF1556
 EF1556.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1556
 EF1556.The geoid height was determined by GEOID03.
 EF1556
 EF1556;                    North         East     Units Scale Factor Converg.
 EF1556;SPC AL W     -   477,773.899   577,458.421   MT  0.99993959   -0 08 16.9
 EF1556;UTM  16      - 3,796,623.981   431,458.974   MT  0.99965791   -0 25 11.6
 EF1556
 EF1556!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1556!SPC AL W     -   0.99995803  x   0.99993959  =   0.99989763
 EF1556!UTM  16      -   0.99995803  x   0.99965791  =   0.99961596
 EF1556
 EF1556:                Primary Azimuth Mark                     Grid Az
 EF1556:SPC AL W     -  PHIL CAMPBELL MUN TANK                   037 38 19.6
 EF1556:UTM  16      -  PHIL CAMPBELL MUN TANK                   037 55 14.3
 EF1556
 EF1556|---------------------------------------------------------------------|
 EF1556| PID    Reference Object                     Distance      Geod. Az  |
 EF1556|                                                           dddmmss.s |
 EF1556| EF1554 PHIL CAMPBELL MUN TANK              APPROX. 5.9 KM 0373002.7 |
 EF1556| CG5561 BEAR CREEK RM 1                      19.164 METERS 09933     |
 EF1556| CG5560 BEAR CREEK AZ MK                                   1700050.2 |
 EF1556| EF1583 HACKLEBURG MUNICIPAL TANK           APPROX. 8.6 KM 2450933.9 |
 EF1556| CG5562 BEAR CREEK RM 2                      17.117 METERS 35803     |
 EF1556|---------------------------------------------------------------------|
 EF1556
 EF1556                          SUPERSEDED SURVEY CONTROL
 EF1556
 EF1556  NAD 83(1986)-  34 18 30.93971(N)    087 44 41.64507(W) AD(       ) 3
 EF1556  NAD 27      -  34 18 30.60300(N)    087 44 41.54200(W) AD(       ) 3
 EF1556
 EF1556.Superseded values are not recommended for survey control.
 EF1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1556.See file dsdata.txt to determine how the superseded data were derived.
 EF1556
 EF1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3145996624(NAD 83)
 EF1556_MARKER: DS = TRIANGULATION STATION DISK
 EF1556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1556_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EF1556
 EF1556  HISTORY     - Date     Condition        Report By
 EF1556  HISTORY     - 1950     MONUMENTED       CGS
 EF1556
 EF1556                          STATION DESCRIPTION
 EF1556
 EF1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EF1556'THE STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF HACKLEBURG, 3-1/2
 EF1556'MILES NORTHWEST OF BEAR CREEK, 1/2 MILE NORTH OF U.S. HIGHWAY 43, 24
 EF1556'FEET EAST OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, AND ON
 EF1556'LAND OWNED BY MR. PHILLIPS.
 EF1556'
 EF1556'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 43 AND THE
 EF1556'MAIN STREET IN HACKLEBURG, GO NORTHEAST ON THE HIGHWAY FOR 6.1 MILES
 EF1556'TO A CROSS ROAD AND A GRAVEL PIT ON THE LEFT, TURN LEFT, NORTHERLY,
 EF1556'AND GO FOR 0.05 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 EF1556'CONTINUE NORTHEASTERLY ON THE MAIN GRAVELED ROAD FOR 0.25 MILE TO
 EF1556'THE NORTHWEST END OF A CULTIVATED FIELD AND THE STATION AS DESCRIBED.
 EF1556'
 EF1556'REFERENCE MARK NO. 1 PROJECTS 2 INCHES, AND THE DISK IS STAMPED BEAR
 EF1556'CREEK NO 1 1950.
 EF1556'
 EF1556'REFERENCE MARK NO. 2 IS 19 FEET EAST OF THE APPROXIMATE CENTERLINE OF
 EF1556'THE GRAVELED ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 EF1556'STAMPED BEAR CREEK NO 2 1950.
 EF1556'
 EF1556'THE AZIMUTH MARK IS 43 FEET WEST OF A POWERLINE POLE, 17 FEET NORTH
 EF1556'OF THE APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 5 FEET WEST OF A
 EF1556'WITNESS POST, AND 1 FOOT NORTH OF A WIRE FENCE.  THE MARK
 EF1556'PROJECTS 5 INCHES, AND THE DISK IS STAMPED BEAR CREEK 1950.
 EF1556'
 EF1556'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EF1556'CYLINDERS.
 EF1556'
 EF1556'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1925 ***********************************************************************
 CN1925  DESIGNATION -  BEAR RM 1
 CN1925  PID         -  CN1925
 CN1925  STATE/COUNTY-  AL/DALLAS
 CN1925  USGS QUAD   -  SAFFORD (1979)
 CN1925
 CN1925                         *CURRENT SURVEY CONTROL
 CN1925  ___________________________________________________________________
 CN1925* NAD 83(1986)-  32 22 23.     (N)    087 22 21.     (W)     SCALED    
 CN1925* NAVD 88     -        61.007  (meters)     200.15   (feet)  ADJUSTED  
 CN1925  ___________________________________________________________________
 CN1925  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CN1925  DYNAMIC HT  -          60.936 (meters)     199.92  (feet)  COMP
 CN1925  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 CN1925
 CN1925  VERT ORDER  -  SECOND    CLASS 0
 CN1925
 CN1925.The horizontal coordinates were scaled from a topographic map and have
 CN1925.an estimated accuracy of +/- 6 seconds.
 CN1925
 CN1925.The orthometric height was determined by differential leveling
 CN1925.and adjusted by the National Geodetic Survey in June 1991..
 CN1925
 CN1925.The geoid height was determined by GEOID03.
 CN1925
 CN1925.The dynamic height is computed by dividing the NAVD 88
 CN1925.geopotential number by the normal gravity value computed on the
 CN1925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1925.degrees latitude (g = 980.6199 gals.).
 CN1925
 CN1925.The modeled gravity was interpolated from observed gravity values.
 CN1925
 CN1925;                    North         East    Units  Estimated Accuracy
 CN1925;SPC AL W     -   263,100.      612,000.      MT  (+/- 180 meters Scaled)
 CN1925
 CN1925                          SUPERSEDED SURVEY CONTROL
 CN1925
 CN1925  NGVD 29 (??/??/92)   60.947  (m)          199.96   (f) ADJ UNCH    2 0
 CN1925
 CN1925.Superseded values are not recommended for survey control.
 CN1925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1925.See file dsdata.txt to determine how the superseded data were derived.
 CN1925
 CN1925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA649818(NAD 83)
 CN1925_MARKER: DR = REFERENCE MARK DISK
 CN1925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1925_STAMPING: BEAR NO 1 1944 ELEV. 199.957
 CN1925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1925+STABILITY: SURFACE MOTION
 CN1925
 CN1925  HISTORY     - Date     Condition        Report By
 CN1925  HISTORY     - 1944     MONUMENTED       CGS
 CN1925  HISTORY     - 1954     GOOD             NGS
 CN1925
 CN1925                          STATION DESCRIPTION
 CN1925
 CN1925'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CN1925'4.45 MI S FROM BROWN.
 CN1925'ABOUT 4.45 MILES SOUTH ALONG STATE HWY. NO. 5 FROM ITS
 CN1925'CROSS-INTERSECTION WITH U. S. HWY. NO. 80 AT BROWN, 60 FEET EAST OF
 CN1925'THE CENTERLINE OF HWY. NO. 5, AND 105 FEET NORTH-NORTHEAST OF THE
 CN1925'CENTERLINE OF A COUNTY CROSS ROAD.  THE MARK IS A STANDARD REFERENCE
 CN1925'MARK DISK IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 3 INCHES.
 CN1925'THE DISK IS STAMPED BEAR NO 1 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1927 ***********************************************************************
 CN1927  DESIGNATION -  BEAR RM 2
 CN1927  PID         -  CN1927
 CN1927  STATE/COUNTY-  AL/DALLAS
 CN1927  USGS QUAD   -  SAFFORD (1979)
 CN1927
 CN1927                         *CURRENT SURVEY CONTROL
 CN1927  ___________________________________________________________________
 CN1927* NAD 83(1986)-  32 22 23.     (N)    087 22 21.     (W)     SCALED    
 CN1927* NAVD 88     -        61.055  (meters)     200.31   (feet)  ADJUSTED  
 CN1927  ___________________________________________________________________
 CN1927  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CN1927  DYNAMIC HT  -          60.985 (meters)     200.08  (feet)  COMP
 CN1927  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 CN1927
 CN1927  VERT ORDER  -  SECOND    CLASS 0
 CN1927
 CN1927.The horizontal coordinates were scaled from a topographic map and have
 CN1927.an estimated accuracy of +/- 6 seconds.
 CN1927
 CN1927.The orthometric height was determined by differential leveling
 CN1927.and adjusted by the National Geodetic Survey in June 1991..
 CN1927
 CN1927.The geoid height was determined by GEOID03.
 CN1927
 CN1927.The dynamic height is computed by dividing the NAVD 88
 CN1927.geopotential number by the normal gravity value computed on the
 CN1927.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1927.degrees latitude (g = 980.6199 gals.).
 CN1927
 CN1927.The modeled gravity was interpolated from observed gravity values.
 CN1927
 CN1927;                    North         East    Units  Estimated Accuracy
 CN1927;SPC AL W     -   263,100.      612,000.      MT  (+/- 180 meters Scaled)
 CN1927
 CN1927                          SUPERSEDED SURVEY CONTROL
 CN1927
 CN1927  NGVD 29 (??/??/92)   60.996  (m)          200.12   (f) ADJ UNCH    2 0
 CN1927
 CN1927.Superseded values are not recommended for survey control.
 CN1927.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1927.See file dsdata.txt to determine how the superseded data were derived.
 CN1927
 CN1927_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA649818(NAD 83)
 CN1927_MARKER: DR = REFERENCE MARK DISK
 CN1927_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1927_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1927_STAMPING: BEAR NO 2 1944
 CN1927_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1927+STABILITY: SURFACE MOTION
 CN1927
 CN1927  HISTORY     - Date     Condition        Report By
 CN1927  HISTORY     - 1944     MONUMENTED       CGS
 CN1927  HISTORY     - 1954     GOOD             NGS
 CN1927
 CN1927                          STATION DESCRIPTION
 CN1927
 CN1927'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 CN1927'4.45 MI S FROM BROWN.
 CN1927'ABOUT 4.45 MILES SOUTH ALONG STATE HWY. NO. 5 FROM ITS
 CN1927'CROSS-INTERSECTION WITH U. S. HWY NO. 80 AT BROWN, 60 FEET EAST OF THE
 CN1927'CENTERLINE OF NO. 5 ALABAMA HWY., ABOUT 50 FEET SOUTH-SOUTHWEST OF THE
 CN1927'CENTERLINE OF A COUNTY ROAD, AND 53.50 FEET NORTH-NORTHEAST OF
 CN1927'TRIANGULATION STATION BEAR 2 1954.  THE MARK IS A STANDARD REFERENCE
 CN1927'MARK DISK SET IN THE TOP OF A ROUND CONCRETE POST THAT PROJECTS 6
 CN1927'INCHES.  THE DISK IS STAMPED BEAR NO 2 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3633 ***********************************************************************
 DG3633  DESIGNATION -  BEASLEY
 DG3633  PID         -  DG3633
 DG3633  STATE/COUNTY-  AL/CALHOUN
 DG3633  USGS QUAD   -  WELLINGTON (1972)
 DG3633
 DG3633                         *CURRENT SURVEY CONTROL
 DG3633  ___________________________________________________________________
 DG3633* NAD 83(1992)-  33 45 54.07215(N)    085 56 55.17035(W)     ADJUSTED  
 DG3633* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 DG3633  ___________________________________________________________________
 DG3633  LAPLACE CORR-           0.84  (seconds)                    DEFLEC99
 DG3633  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG3633
 DG3633  HORZ ORDER  -  FIRST
 DG3633
 DG3633.The horizontal coordinates were established by classical geodetic methods
 DG3633.and adjusted by the National Geodetic Survey in December 1992..
 DG3633
 DG3633.The orthometric height was scaled from a topographic map.
 DG3633
 DG3633.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3633
 DG3633.The geoid height was determined by GEOID03.
 DG3633
 DG3633;                    North         East     Units Scale Factor Converg.
 DG3633;SPC AL E     -   362,047.163   189,316.893   MT  0.99996141   -0 03 50.7
 DG3633;UTM  16      - 3,736,598.842   597,357.739   MT  0.99971685   +0 35 03.7
 DG3633
 DG3633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3633!SPC AL E     -   0.99996480  x   0.99996141  =   0.99992622
 DG3633!UTM  16      -   0.99996480  x   0.99971685  =   0.99968166
 DG3633
 DG3633:                Primary Azimuth Mark                     Grid Az
 DG3633:SPC AL E     -  BEASLEY AZ MK                            061 06 16.7
 DG3633:UTM  16      -  BEASLEY AZ MK                            060 27 22.3
 DG3633
 DG3633|---------------------------------------------------------------------|
 DG3633| PID    Reference Object                     Distance      Geod. Az  |
 DG3633|                                                           dddmmss.s |
 DG3633| CZ2814 BEASLEY AZ MK                                      0610226.0 |
 DG3633|---------------------------------------------------------------------|
 DG3633
 DG3633                          SUPERSEDED SURVEY CONTROL
 DG3633
 DG3633  NAD 83(1986)-  33 45 54.07814(N)    085 56 55.16395(W) AD(       ) 1
 DG3633  NAD 27      -  33 45 53.72100(N)    085 56 55.27500(W) AD(       ) 1
 DG3633
 DG3633.Superseded values are not recommended for survey control.
 DG3633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3633.See file dsdata.txt to determine how the superseded data were derived.
 DG3633
 DG3633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9735836599(NAD 83)
 DG3633_MARKER: DS = TRIANGULATION STATION DISK
 DG3633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3633
 DG3633  HISTORY     - Date     Condition        Report By
 DG3633  HISTORY     - 1941     MONUMENTED       CGS
 DG3633  HISTORY     - 1952     GOOD             CGS
 DG3633
 DG3633                          STATION DESCRIPTION
 DG3633
 DG3633'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3633'THE STATION IS LOCATED ON THE TOP OF A TIMBERED RIDGE THAT IS
 DG3633'ABOUT 9.5 MILES NORTHWEST OF ANNISTON AND 4.5 MILES SOUTHWEST
 DG3633'OF ALEXANDRIA ON PROPERTY OWNED BY MR. HARDY PHILLIPS.  IT
 DG3633'PROJECTS ABOUT 6 INCHES, AND THE DISK IS STAMPED BEASLEY 1941.
 DG3633'
 DG3633'SURFACE, UNDERGROUND, AZIMUTH MARKS AND REFERENCE MARK NO. 1
 DG3633'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 DG3633'REFERENCE MARK NO. 2 IS A STANDARD
 DG3633'BRONZE DISK IN OUTCROPPING ROCK.
 DG3633'
 DG3633'THE AZIMUTH MARK IS ABOUT 1/2 MILE EAST OF THE STATION AT THE
 DG3633'SOUTHWEST CORNER OF THE HOUSE ON THE RIGHT THAT IS JUST PAST
 DG3633'THE LAST CROSSROAD MENTIONED IN THE DESCRIPTION.  IT PROJECTS
 DG3633'ABOUT FOUR INCHES, AND THE DISK IS STAMPED BEASLEY 1941.
 DG3633'
 DG3633'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION, ABOUT 5 FEET
 DG3633'LOWER THAN THE STATION, AND ON THE EASTERN SLOPE OF THE RIDGE.
 DG3633'IT PROJECTS ABOUT 6 INCHES, AND THE DISK IS STAMPED BEASLEY NO.
 DG3633'1 1941.
 DG3633'
 DG3633'REFERENCE MARK NO. 2 IS SOUTH-SOUTHWEST OF THE STATION, ABOUT THE
 DG3633'SAME ELEVATION AS THE STATION, AND IS IN THE TOP OF A ROCK
 DG3633'OUTCROP THAT IS ABOUT 2 FEET BY 3 FEET AND PROJECTS ABOUT
 DG3633'18 INCHES.  THE DISK IS STAMPED BEASLEY NO. 2 1941.
 DG3633'
 DG3633'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY NO. 241
 DG3633'AND THE STATE ROUTE NO. 11 WHICH IS ABOUT 2 MILES NORTH OF THE
 DG3633'CENTER AND ANNISTON, GO NORTHWEST ON U.S. HIGHWAY NO. 241 FOR
 DG3633'7.0 MILES TO A CROSSROAD AND A SIGN ON THE LEFT ON A POWERLINE
 DG3633'POLE, ANNISTON-GADSDEN TRANSMISSION LINE, TURN LEFT HERE ON A
 DG3633'DIRT ROAD AND GO 1.6 MILES TO A ROAD ON THE RIGHT, TURN RIGHT,
 DG3633'AND GO 1.3 MILES TO A CROSSROAD, CONTINUE STRAIGHT AHEAD FOR 0.35
 DG3633'MILE TO A FORK, TAKE THE RIGHT FORK AND GO 0.15 MILE TO A T-ROAD,
 DG3633'TURN RIGHT AND GO 0.1 MILE TO A FARMHOUSE ON THE RIGHT,
 DG3633'CONTINUE PAST THE FARMHOUSE FOR 0.25 MILE TO A SECOND
 DG3633'FARMHOUSE, PASS TO THE LEFT OF THE HOUSE AND TURN SHARP RIGHT
 DG3633'AROUND THE SOUTH END OF THE BARN AND GO 0.2 MILE TO A T-ROAD
 DG3633'AND A TRIANGLE BLAZED 8 INCH OAK TREE, TURN SHARP RIGHT AND
 DG3633'GO 0.1 OF A MILE UP THE RIDGE TO THE HIGHEST POINT AND THE
 DG3633'STATION.
 DG3633'
 DG3633'ALL LIGHTS CAN BE SEEN FROM A 50 FOOT SIGNAL.
 DG3633'
 DG3633'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DG3633
 DG3633                          STATION RECOVERY (1952)
 DG3633
 DG3633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (AMS)
 DG3633'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0933 ***********************************************************************
 BU0933  DESIGNATION -  BEATRICE
 BU0933  PID         -  BU0933
 BU0933  STATE/COUNTY-  AL/MONROE
 BU0933  USGS QUAD   -  BEATRICE (1981)
 BU0933
 BU0933                         *CURRENT SURVEY CONTROL
 BU0933  ___________________________________________________________________
 BU0933* NAD 83(1992)-  31 44 00.80059(N)    087 12 18.56967(W)     ADJUSTED  
 BU0933* NAVD 88     -        83.164  (meters)     272.85   (feet)  ADJUSTED  
 BU0933  ___________________________________________________________________
 BU0933  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 BU0933  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BU0933  DYNAMIC HT  -          83.064 (meters)     272.52  (feet)  COMP
 BU0933  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BU0933
 BU0933  HORZ ORDER  -  SECOND
 BU0933  VERT ORDER  -  SECOND    CLASS 0
 BU0933
 BU0933.The horizontal coordinates were established by classical geodetic methods
 BU0933.and adjusted by the National Geodetic Survey in December 1992..
 BU0933
 BU0933.The orthometric height was determined by differential leveling
 BU0933.and adjusted by the National Geodetic Survey in June 1991..
 BU0933
 BU0933.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0933
 BU0933.The geoid height was determined by GEOID03.
 BU0933
 BU0933.The dynamic height is computed by dividing the NAVD 88
 BU0933.geopotential number by the normal gravity value computed on the
 BU0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0933.degrees latitude (g = 980.6199 gals.).
 BU0933
 BU0933.The modeled gravity was interpolated from observed gravity values.
 BU0933
 BU0933;                    North         East     Units Scale Factor Converg.
 BU0933;SPC AL W     -   192,219.498   627,938.983   MT  0.99994296   +0 09 18.3
 BU0933;UTM  16      - 3,510,921.276   480,565.860   MT  0.99960466   -0 06 28.5
 BU0933
 BU0933!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0933!SPC AL W     -   0.99999129  x   0.99994296  =   0.99993425
 BU0933!UTM  16      -   0.99999129  x   0.99960466  =   0.99959595
 BU0933
 BU0933|---------------------------------------------------------------------|
 BU0933| PID    Reference Object                     Distance      Geod. Az  |
 BU0933|                                                           dddmmss.s |
 BU0933| BU0935 BEATRICE RM 1                        21.177 METERS 02854     |
 BU0933| BU0934 BEATRICE RM 2                        21.534 METERS 07708     |
 BU0933| CF9402 BEATRICE AZ MK                                     2445027.4 |
 BU0933|---------------------------------------------------------------------|
 BU0933
 BU0933                          SUPERSEDED SURVEY CONTROL
 BU0933
 BU0933  NAD 83(1986)-  31 44 00.81295(N)    087 12 18.57257(W) AD(       ) 2
 BU0933  NAD 27      -  31 44 00.25300(N)    087 12 18.62200(W) AD(       ) 2
 BU0933  NGVD 29 (??/??/92)   83.143  (m)          272.78   (f) ADJ UNCH    2 0
 BU0933
 BU0933.Superseded values are not recommended for survey control.
 BU0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0933.See file dsdata.txt to determine how the superseded data were derived.
 BU0933
 BU0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA8056610921(NAD 83)
 BU0933_MARKER: DS = TRIANGULATION STATION DISK
 BU0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0933_STAMPING: BEATRICE 1944
 BU0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0933+STABILITY: SURFACE MOTION
 BU0933
 BU0933  HISTORY     - Date     Condition        Report By
 BU0933  HISTORY     - 1944     MONUMENTED       CGS
 BU0933  HISTORY     - 1950     GOOD             NGS
 BU0933  HISTORY     - 1963     GOOD             CGS
 BU0933
 BU0933                          STATION DESCRIPTION
 BU0933
 BU0933'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU0933'STATION IS LOCATED AT THE E EDGE OF THE VILLAGE OF BEATRICE, ON
 BU0933'GROUNDS OF THE NEW PURCHASE CHURCH (NEGRO).  THE MARK IS SITUATED
 BU0933'IN THE SW CORNER OF THE CHURCHYARD, 86 FEET N OF THE CENTER LINE
 BU0933'OF STATE HIGHWAY 47, AND 38.7 FEET SW OF THE SW CORNER OF THE
 BU0933'CHURCH.  IT IS STAMPED BEATRICE 1944 AND IS ABOUT 12 INCHES BELOW
 BU0933'THE GROUND.
 BU0933'
 BU0933'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 BU0933'SET IN CONCRETE.
 BU0933'
 BU0933'REFERENCE MARK 1 IS 69.48 FEET NNW OF THE STATION AT THE NW CORNER
 BU0933'OF THE CHURCH.  IT IS STAMPED BEATRICE NO 1 1944.
 BU0933'
 BU0933'REFERENCE MARK 2 IS 70.65 FEET ENE OF THE STATION, IN THE CONCRETE
 BU0933'STEPS AT THE SE CORNER OF THE CHURCH.  IT IS STAMPED BEATRICE NO
 BU0933'2 1944.
 BU0933'
 BU0933'BENCH MARK G-26 1934 (U.S.C.AND G.S.) WAS USED AS THE AZIMUTH
 BU0933'MARK.  IT IS LOCATED ON THE RIGHT-OF-WAY OF THE LOUISVILLE AND
 BU0933'NASHVILLE RAILROAD.  IT IS ABOUT 0.35 MILE SW OF THE STATION, 58
 BU0933'FEET N OF THE N SIDE OF A SMALL SECTION HOUSE, 33.5 FEET W OF THE
 BU0933'W RAIL OF THE TRACKS, AND 9 FEET S OF THE S EDGE OF THE SIDEWALK.
 BU0933'THE DISK IS A STANDARD U.S.C. AND G.S. BENCH MARK, SET IN A 6-
 BU0933'BY 6- INCH CONCRETE POST, STAMPED G 26 1934.  IT IS FLUSH WITH
 BU0933'THE SURFACE OF THE GROUND.  TO REACH THIS MARK FROM THE
 BU0933'STATION, GO W ON STATE HIGHWAY 47 FOR 0.35 MILE TO A POINT WHERE
 BU0933'THE HIGHWAY CROSSES THE RAILROAD TRACKS AND THE MARK ON THE
 BU0933'LEFT.
 BU0933'
 BU0933'TO REACH THE STATION FROM A GULF SERVICE STATION IN BEATRICE, GO N
 BU0933'AND E FOR 0.3 MILE TO THE CHURCH AND THE STATION ON THE LEFT.
 BU0933
 BU0933                          STATION RECOVERY (1950)
 BU0933
 BU0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 BU0933'IN BEATRICE.
 BU0933'AT BEATRICE, ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 47 FROM THE
 BU0933'JUNCTION OF A BLACK TOP ROAD WEST TO THE MAIN PART OF TOWN, AT THE TOP
 BU0933'OF A GRADE AND AT THE NEW PURCHASE CHURCH, 86 1/2 FEET NORTH OF THE
 BU0933'CENTER LINE OF THE HIGHWAY 69 FEET SOUTH-SOUTHWEST OF R.M. NO. 1, 70
 BU0933'1/2 FEET WEST-SOUTHWEST OF R.M. NO. 2, 38 FET WEST-SOUTHWEST OF THE
 BU0933'SOUTHWEST CORNER OF THE BRICK CHURCH BUILDING, 17.3 FEET NORTH OF A
 BU0933'POWER LINE GUY POLE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND
 BU0933'SET IN THE TOP OF A CONCRETE POST ABOUT 12 INCHES UNDERGROUND.
 BU0933
 BU0933                          STATION RECOVERY (1963)
 BU0933
 BU0933'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PW)
 BU0933'THE ORIGINAL DESCRIPTION FOR THIS STATION WAS FOUND TO BE
 BU0933'SATISFACTORY BUT THE FOLLOWING CHANGE MIGHT ASSIST IN THE LOCATION OF
 BU0933'THE MARK AND BENCH MARK G-26 (AZ. MK.)
 BU0933'
 BU0933'TO REACH THE MARK FROM THE BEATRICE LUMBER COMPANY COMMISSARY AND
 BU0933'OFFICE AT THE INTERSECTION OF A PAVED ROAD WEST WITH ALABAMA
 BU0933'HIGHWAYS 47 AND 21, DRIVE EAST ON ALABAMA 47 AND 21 FOR 0.25 MILE
 BU0933'TO THE NEW PURCHASE (NEGRO) CHURCH ON THE LEFT.
 BU0933'
 BU0933'TO REACH THE AZIMUTH MARK (BM G-26) FROM THE BEATRICE LUMBER COMPANY
 BU0933'COMMISSARY AND OFFICE AT THE ABOVE MENTIONED INTERSECTION, DRIVE
 BU0933'WEST ON THE PAVED ROAD MENTIONED, 0.10 MILE, ACROSS THE RAILROAD
 BU0933'TRACK AND THE MARK IS TO THE LEFT.  A METAL WITNESS POST AND SIGN
 BU0933'IS LOCATED NEAR THIS MARK.
 BU0933'
 BU0933'ALL MARKS FOUND TO BE IN GOOD CONDITION AND AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0935 ***********************************************************************
 BU0935  DESIGNATION -  BEATRICE RM 1
 BU0935  PID         -  BU0935
 BU0935  STATE/COUNTY-  AL/MONROE
 BU0935  USGS QUAD   -  BEATRICE (1981)
 BU0935
 BU0935                         *CURRENT SURVEY CONTROL
 BU0935  ___________________________________________________________________
 BU0935* NAD 83(1986)-  31 44 01.     (N)    087 12 18.     (W)     SCALED    
 BU0935* NAVD 88     -        83.219  (meters)     273.03   (feet)  ADJUSTED  
 BU0935  ___________________________________________________________________
 BU0935  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BU0935  DYNAMIC HT  -          83.119 (meters)     272.70  (feet)  COMP
 BU0935  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BU0935
 BU0935  VERT ORDER  -  SECOND    CLASS 0
 BU0935
 BU0935.The horizontal coordinates were scaled from a topographic map and have
 BU0935.an estimated accuracy of +/- 6 seconds.
 BU0935
 BU0935.The orthometric height was determined by differential leveling
 BU0935.and adjusted by the National Geodetic Survey in June 1991..
 BU0935
 BU0935.The geoid height was determined by GEOID03.
 BU0935
 BU0935.The dynamic height is computed by dividing the NAVD 88
 BU0935.geopotential number by the normal gravity value computed on the
 BU0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0935.degrees latitude (g = 980.6199 gals.).
 BU0935
 BU0935.The modeled gravity was interpolated from observed gravity values.
 BU0935
 BU0935;                    North         East    Units  Estimated Accuracy
 BU0935;SPC AL W     -   192,230.      627,950.      MT  (+/- 180 meters Scaled)
 BU0935
 BU0935                          SUPERSEDED SURVEY CONTROL
 BU0935
 BU0935  NGVD 29 (??/??/92)   83.198  (m)          272.96   (f) ADJ UNCH    2 0
 BU0935
 BU0935.Superseded values are not recommended for survey control.
 BU0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0935.See file dsdata.txt to determine how the superseded data were derived.
 BU0935
 BU0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA805109(NAD 83)
 BU0935_MARKER: DR = REFERENCE MARK DISK
 BU0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0935_STAMPING: BEATRICE NO 1 1944
 BU0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0935+STABILITY: SURFACE MOTION
 BU0935
 BU0935  HISTORY     - Date     Condition        Report By
 BU0935  HISTORY     - 1944     MONUMENTED       CGS
 BU0935  HISTORY     - 1950     GOOD             NGS
 BU0935
 BU0935                          STATION DESCRIPTION
 BU0935
 BU0935'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU0935'IN BEATRICE.
 BU0935'AT BEATRICE, ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 47 FROM THE
 BU0935'JUNCTION OF A BLACK TOP ROAD WEST TO THE MAIN PART OF TOWN, AT THE TOP
 BU0935'OF A GRADE AND AT THE NEW PURCHASE CHURCH, ON THE WEST SIDE OF THE
 BU0935'CHURCH, 69 FEET NORTH-NORTHEAST OF THE STATION MARK, 4 1/2 FEET SOUTH
 BU0935'OF THE CENTER OF THE ENTRANCE STEPS TO A CONCRETE ADDITION TO BRICK
 BU0935'CHURCH, 1 1/2 FEET WEST OF THE WEST FACE OF THE CHURCH BUILDING, 1
 BU0935'FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 BU0935'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0934 ***********************************************************************
 BU0934  DESIGNATION -  BEATRICE RM 2
 BU0934  PID         -  BU0934
 BU0934  STATE/COUNTY-  AL/MONROE
 BU0934  USGS QUAD   -  BEATRICE (1981)
 BU0934
 BU0934                         *CURRENT SURVEY CONTROL
 BU0934  ___________________________________________________________________
 BU0934* NAD 83(1986)-  31 44 01.     (N)    087 12 18.     (W)     SCALED    
 BU0934* NAVD 88     -        83.767  (meters)     274.83   (feet)  ADJUSTED  
 BU0934  ___________________________________________________________________
 BU0934  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BU0934  DYNAMIC HT  -          83.667 (meters)     274.50  (feet)  COMP
 BU0934  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BU0934
 BU0934  VERT ORDER  -  SECOND    CLASS 0
 BU0934
 BU0934.The horizontal coordinates were scaled from a topographic map and have
 BU0934.an estimated accuracy of +/- 6 seconds.
 BU0934
 BU0934.The orthometric height was determined by differential leveling
 BU0934.and adjusted by the National Geodetic Survey in June 1991..
 BU0934
 BU0934.The geoid height was determined by GEOID03.
 BU0934
 BU0934.The dynamic height is computed by dividing the NAVD 88
 BU0934.geopotential number by the normal gravity value computed on the
 BU0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0934.degrees latitude (g = 980.6199 gals.).
 BU0934
 BU0934.The modeled gravity was interpolated from observed gravity values.
 BU0934
 BU0934;                    North         East    Units  Estimated Accuracy
 BU0934;SPC AL W     -   192,230.      627,950.      MT  (+/- 180 meters Scaled)
 BU0934
 BU0934                          SUPERSEDED SURVEY CONTROL
 BU0934
 BU0934  NGVD 29 (??/??/92)   83.747  (m)          274.76   (f) ADJ UNCH    2 0
 BU0934
 BU0934.Superseded values are not recommended for survey control.
 BU0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0934.See file dsdata.txt to determine how the superseded data were derived.
 BU0934
 BU0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA805109(NAD 83)
 BU0934_MARKER: DR = REFERENCE MARK DISK
 BU0934_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0934_SP_SET: STEP
 BU0934_STAMPING: BEATRICE NO 2 1944
 BU0934_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0934
 BU0934  HISTORY     - Date     Condition        Report By
 BU0934  HISTORY     - 1944     MONUMENTED       CGS
 BU0934  HISTORY     - 1950     GOOD             NGS
 BU0934
 BU0934                          STATION DESCRIPTION
 BU0934
 BU0934'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU0934'IN BEATRICE.
 BU0934'AT BEATRICE, ABOUT 0.3 MILE EAST ALONG STATE HIGHWAY 47 FROM THE
 BU0934'JUNCTION OF A BLACK TOP ROAD WEST TO THE MAIN PART OF TOWN, AT THE TOP
 BU0934'OF A GRADE AND AT THE NEW PURCHASE CHURCH, SET IN THE TOP OF THE
 BU0934'NORTHWEST CORNER OF THE BOTTOM STEP TO THE EAST ONE OF TWO SOUTH
 BU0934'ENTRANCES TO THE BRICK CHURCH BUILDING, 70 1/2 FEET EAST-NORTHEAST OF
 BU0934'THE STATION MARK AND ABOUT 2 FEET HIGHER THAN STATION.  NOTE-- STEP
 BU0934'APPEARS TO HAVE NO FOUNDATION UNDER IT AND MARK SHOULD BE USED WITH
 BU0934'CAUTION AS A LEVEL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2427 ***********************************************************************
 BT2427  DESIGNATION -  BEATTY RESET
 BT2427  PID         -  BT2427
 BT2427  STATE/COUNTY-  AL/BARBOUR
 BT2427  USGS QUAD   -  MOUNT ANDREW (1968)
 BT2427
 BT2427                         *CURRENT SURVEY CONTROL
 BT2427  ___________________________________________________________________
 BT2427* NAD 83(1992)-  31 54 13.30793(N)    085 33 59.39505(W)     ADJUSTED  
 BT2427* NAVD 88     -       175.     (meters)     574.     (feet)  SCALED    
 BT2427  ___________________________________________________________________
 BT2427  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 BT2427  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BT2427
 BT2427  HORZ ORDER  -  FIRST
 BT2427
 BT2427.The horizontal coordinates were established by classical geodetic methods
 BT2427.and adjusted by the National Geodetic Survey in December 1992..
 BT2427
 BT2427.The orthometric height was scaled from a topographic map.
 BT2427
 BT2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2427
 BT2427.The geoid height was determined by GEOID03.
 BT2427
 BT2427;                    North         East     Units Scale Factor Converg.
 BT2427;SPC AL E     -   155,656.846   225,239.400   MT  0.99996785   +0 08 27.7
 BT2427;UTM  16      - 3,530,657.544   635,549.490   MT  0.99982660   +0 45 27.8
 BT2427
 BT2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2427!SPC AL E     -   0.99997665  x   0.99996785  =   0.99994450
 BT2427!UTM  16      -   0.99997665  x   0.99982660  =   0.99980326
 BT2427
 BT2427|---------------------------------------------------------------------|
 BT2427| PID    Reference Object                     Distance      Geod. Az  |
 BT2427|                                                           dddmmss.s |
 BT2427| CY8066 BEATTY RM 1                          13.685 METERS 00954     |
 BT2427| CS7063 BEATTY RM 3                          30.529 METERS 05055     |
 BT2427| BT2428 BEATTY RM 5                         274.977 METERS 10350     |
 BT2427| BT2083 CLAYTON MUNICIPAL TANK              APPROX.11.6 KM 1044401.6 |
 BT2427| CY8067 BEATTY RM 2                          13.177 METERS 24944     |
 BT2427| CY8065 BEATTY AZ MK                                       2701059.2 |
 BT2427| CS7064 BEATTY RM 4                          18.750 METERS 29906     |
 BT2427|---------------------------------------------------------------------|
 BT2427
 BT2427                          SUPERSEDED SURVEY CONTROL
 BT2427
 BT2427  NAD 83(1986)-  31 54 13.31477(N)    085 33 59.38917(W) AD(       ) 1
 BT2427  NAD 27      -  31 54 12.74300(N)    085 33 59.59400(W) AD(       ) 1
 BT2427
 BT2427.Superseded values are not recommended for survey control.
 BT2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2427.See file dsdata.txt to determine how the superseded data were derived.
 BT2427
 BT2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3554930658(NAD 83)
 BT2427_MARKER: DS = TRIANGULATION STATION DISK
 BT2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2427_STAMPING: BEATTY 1943 1982
 BT2427_MARK LOGO: NGS   
 BT2427_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2427+STABILITY: SURFACE MOTION
 BT2427
 BT2427  HISTORY     - Date     Condition        Report By
 BT2427  HISTORY     - 1982     MONUMENTED       NGS
 BT2427
 BT2427                          STATION DESCRIPTION
 BT2427
 BT2427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BT2427'ONLY THE STATION UNDERGROUND MARK AND THE AZIMUTH MARK WERE RECOVERED
 BT2427'IN GOOD CONDITION.  ALL OTHER MARKS WERE FOUND OUT OF THE GROUND AND
 BT2427'THE DISKS WERE RECLAIMED AT THIS DATE.  THE AZIMUTH MARK IS NOT
 BT2427'VISIBLE FROM THE STATION DUE TO LARGE TREES AND NO SUITABLE LOCATION
 BT2427'FOR A NEW AZIMUTH MARK WAS AVAILABLE.  A NEW STATION SURFACE MARK WAS
 BT2427'OVER THE UNDERGROUND MARK AND NEW REFERENCE MARKS NO 3, NO 4 AND NO 5
 BT2427'WERE ESTABLISHED AT THIS TIME.  REFERENCE MARK NO 5 IS A LONG RM AND A
 BT2427'POLARIS OBSERVATION WAS MADE FROM IT.  A NEW DESCRIPTION FOLLOWS. TO
 BT2427'REACH FROM THE JUNCTION OF STATE HIGHWAYS 51 AND 239 IN THE NORTHWEST
 BT2427'SECTION OF CLAYTON, GO NORTHWEST ON HIGHWAY 239 FOR 6.65 MI (10.70 KM)
 BT2427'TO REFERENCE MARK NO 5 ON THE LEFT, CONTINUE AHEAD ON HIGHWAY 239 FOR
 BT2427'0.15 MI (0.24 KM) TO DRIVEWAY ON RIGHT AT SOUTHWEST CORNER OF LARGE
 BT2427'PECAN GROVE AND STATION AS DESCRIBED. THE STATION MARK IS A STANDARD
 BT2427'NGS DISK, STAMPED BEATTY 1943 1982, SET IN THE TOP OF A ROUND CONCRETE
 BT2427'POST, FLUSH WITH THE GROUND.  IT IS 25.69 M (84.28 FT) NORTH NORTHEAST
 BT2427'OF THE CENTER OF HIGHWAY, 23.77 M (77.99 FT) WEST NORTHWEST OF THE
 BT2427'CENTER OF GRAVEL DRIVEWAY, 19.51 M (64.01 FT) EAST NORTHEAST OF A
 BT2427'TELEPHONE CABLE JUNCTION BOX, 19.11 M (62.70 FT) SOUTHEAST OF A POWER
 BT2427'POLE, 15.24 M (50.00 FT) EAST OF A TWIN TRUNKED PECAN TREE, 5.79 M
 BT2427'(19.00 FT) NORTH NORTHEAST OF THE SOUTH EDGE OF OLD ROCK WALL, AND
 BT2427'4.88 M (16.01 FT) NORTH OF A 48 INCH PECAN TREE. REFERENCE MARK NO 3
 BT2427'IS A STANDARD NGS DISK, STAMPED BEATTY 1943 NO 3 1982, SET IN THE TOP
 BT2427'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 8.17 M (26.80
 BT2427'FT) WEST OF THE WEST CORNER OF PUMP SHED, 4.57 M (14.99 FT)
 BT2427'SOUTH-SOUTHWEST OF A 30 INCH PECAN TREE, 4.27 M (14.01 FT) EAST
 BT2427'NORTHEAST OF CENTER OF GRAVEL DRIVEWAY, 0.60 M (1.97 FT)
 BT2427'SOUTH-SOUTHWEST OF A POWER POLE AND 0.27 M (0.89 FT) SOUTH OF A METAL
 BT2427'WITNESS POST AND SIGN. REFERENCE MARK NO 4 IS A STANDARD NGS DISK,
 BT2427'STAMPED BEATTY 1943 NO 4 1982, SET IN THE TOP OF A ROUND CONCRETE
 BT2427'POST, FLUSH WITH THE GROUND.  IT IS 20.27 M (66.50 FT) NORTH NORTHEAST
 BT2427'OF TELEPHONE CABLE BOX, 10.36 M (33.99 FT) NORTH NORTHEAST OF A TWIN
 BT2427'TRUNKED PECAN TREE, 0.61 M (2.00 FT) SOUTH-SOUTHWEST OF A POWER POLE,
 BT2427'AND 0.40 M (1.31 FT) SOUTH OF A METAL WITNESS POST AND SIGN. REFERENCE
 BT2427'MARK NO 5 IS A STANDARD NGS DISK, STAMPED BEATTY 1943 NO 5 1982, SET
 BT2427'IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS ON
 BT2427'ROAD RIGHT-OF-WAY, 17.31 M (56.79 FT) SOUTHWEST OF THE CENTER OF
 BT2427'HIGHWAY, 35.05 M (114.99 FT) WEST SOUTHWEST OF A POWER POLE, 17.31 M
 BT2427'(56.79 FT) SOUTHEAST OF A METAL ROAD SIGN POST, 2.13 M (6.99 FT) WEST
 BT2427'NORTHWEST OF A 14 INCH PINE TREE AND 0.30 M (0.98 FT) WEST OF A METAL
 BT2427'WITNESS POST AND SIGN. AZIMUTH MARK IS A STANDARD CGS DISK, STAMPED
 BT2427'BEATTY 1943, SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 8
 BT2427'INCHES.  IT IS 0.5 MI (0.80 KM) BY ROAD NORTHWEST OF THE STATION,
 BT2427'28.04 M (91.99 FT) NORTH NORTHEAST OF THE CENTER OF HIGHWAY 239, 2.7 M
 BT2427'(8.86 FT) NORTH NORTHEAST OF THE NORTHEAST CORNER OF OLD ROCK CHIMNEY
 BT2427'AND 0.37 M (1.21 FT) SOUTH SOUTHWEST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2428 ***********************************************************************
 BT2428  DESIGNATION -  BEATTY RM 5
 BT2428  PID         -  BT2428
 BT2428  STATE/COUNTY-  AL/BARBOUR
 BT2428  USGS QUAD   -  MOUNT ANDREW (1968)
 BT2428
 BT2428                         *CURRENT SURVEY CONTROL
 BT2428  ___________________________________________________________________
 BT2428* NAD 83(1992)-  31 54 11.17219(N)    085 33 49.23382(W)     ADJUSTED  
 BT2428* NAVD 88     -       167.     (meters)     548.     (feet)  SCALED    
 BT2428  ___________________________________________________________________
 BT2428  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 BT2428  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BT2428
 BT2428  HORZ ORDER  -  THIRD
 BT2428
 BT2428.The horizontal coordinates were established by classical geodetic methods
 BT2428.and adjusted by the National Geodetic Survey in December 1992..
 BT2428.No horizontal observational check was made to the station.
 BT2428
 BT2428.The orthometric height was scaled from a topographic map.
 BT2428
 BT2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2428
 BT2428.The geoid height was determined by GEOID03.
 BT2428
 BT2428;                    North         East     Units Scale Factor Converg.
 BT2428;SPC AL E     -   155,591.725   225,506.545   MT  0.99996802   +0 08 33.0
 BT2428;UTM  16      - 3,530,595.311   635,817.284   MT  0.99982750   +0 45 33.1
 BT2428
 BT2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2428!SPC AL E     -   0.99997789  x   0.99996802  =   0.99994591
 BT2428!UTM  16      -   0.99997789  x   0.99982750  =   0.99980539
 BT2428
 BT2428                          SUPERSEDED SURVEY CONTROL
 BT2428
 BT2428  NAD 83(1986)-  31 54 11.17903(N)    085 33 49.22794(W) AD(       ) 3
 BT2428
 BT2428.Superseded values are not recommended for survey control.
 BT2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2428.See file dsdata.txt to determine how the superseded data were derived.
 BT2428
 BT2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3581730595(NAD 83)
 BT2428_MARKER: DR = REFERENCE MARK DISK
 BT2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2428_STAMPING: BEATTY 1943 NO 5 1982
 BT2428_MARK LOGO: NGS   
 BT2428_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2428_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2428+STABILITY: SURFACE MOTION
 BT2428
 BT2428  HISTORY     - Date     Condition        Report By
 BT2428  HISTORY     - 1982     MONUMENTED       NGS
 BT2428
 BT2428                          STATION DESCRIPTION
 BT2428
 BT2428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BT2428'THE MARK IS LOCATED ABOUT 7 MI (11.27 KM) NORTHWEST OF CLAYTON ON
 BT2428'RIGHT-OF-WAY OF STATE HIGHWAY 239.  TO REACH FROM THE JUNCTION OF
 BT2428'STATE HIGHWAYS 51 AND 239 IN THE NORTHWEST SECTION OF CLAYTON GO
 BT2428'NORTHWEST ON HIGHWAY 239 FOR 6.65 MI (10.70 KM) TO MARK ON THE LEFT.
 BT2428'THE MARK IS A STANDARD NGS DISK, STAMPED BEATTY 1943 NO 5 1982, SET IN
 BT2428'THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 35.05
 BT2428'M (114.99 FT) WEST SOUTHWEST OF A POWER POLE, 17.31 M (56.79 FT)
 BT2428'SOUTHEAST OF METAL ROAD SIGN, 17.31 M (56.79 FT) SOUTH OF THE CENTER
 BT2428'OF HIGHWAY, 2.13 M (6.99 FT) WEST-NORTHWEST OF A 14 INCH PINE TREE,
 BT2428'AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2028 ***********************************************************************
 BH2028  DESIGNATION -  BEAVER CREEK FIRE TOWER
 BH2028  PID         -  BH2028
 BH2028  STATE/COUNTY-  AL/MOBILE
 BH2028  USGS QUAD   -  TANNER WILLIAMS (1982)
 BH2028
 BH2028                         *CURRENT SURVEY CONTROL
 BH2028  ___________________________________________________________________
 BH2028* NAD 83(1992)-  30 39 49.47929(N)    088 20 54.65799(W)     ADJUSTED  
 BH2028* NAVD 88     -                                                        
 BH2028  ___________________________________________________________________
 BH2028  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BH2028  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 BH2028
 BH2028  HORZ ORDER  -  THIRD
 BH2028
 BH2028.The horizontal coordinates were established by classical geodetic methods
 BH2028.and adjusted by the National Geodetic Survey in May 1994..
 BH2028
 BH2028
 BH2028.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2028
 BH2028.The geoid height was determined by GEOID03.
 BH2028
 BH2028;                    North         East     Units Scale Factor Converg.
 BH2028;SPC AL W     -    73,883.589   518,684.123   MT  1.00001487   -0 25 58.0
 BH2028;SPC MS E     -   129,099.324   346,461.729   MT  0.99997662   +0 14 50.1
 BH2028;SPC MS E     -   423,553.37  1,136,683.19   sFT  0.99997662   +0 14 50.1
 BH2028;UTM  16      - 3,393,112.783   370,807.201   MT  0.99980590   -0 41 16.2
 BH2028
 BH2028                          SUPERSEDED SURVEY CONTROL
 BH2028
 BH2028  NAD 83(1992)-  30 39 49.48283(N)    088 20 54.65889(W) AD(       ) 4
 BH2028  NAD 83(1986)-  30 39 49.50031(N)    088 20 54.66013(W) AD(       ) 4
 BH2028  NAD 27      -  30 39 48.81400(N)    088 20 54.62200(W) AD(       ) 3
 BH2028
 BH2028.Superseded values are not recommended for survey control.
 BH2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2028.See file dsdata.txt to determine how the superseded data were derived.
 BH2028
 BH2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7080793113(NAD 83)
 BH2028_MARKER: 57 = LOOKOUT TOWER
 BH2028
 BH2028  HISTORY     - Date     Condition        Report By
 BH2028  HISTORY     - 1942     FIRST OBSERVED   CGS
 BH2028
 BH2028                          STATION DESCRIPTION
 BH2028
 BH2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2028'THE TOWER IS ABOUT 5.0 MILES (AIR LINE) SSE OF THE VILLAGE OF
 BH2028'TANNER-WILLIAMS.  IT IS A GREY STEEL STRUCTURE
 BH2028'APPROXIMATELY 110 FEET HIGH.
 BH2028'
 BH2028'TO REACH FROM THE VILLAGE OF TANNER-WILLIAMS GO E ON PAVED ROAD FROM
 BH2028'THE TANNER-WILLIAMS SCHOOL FOR ABOUT 2.5 MILES TO A T-ROAD ON THE
 BH2028'RIGHT MARKED TRUCK TRAIL NO. A-30. (THE T IS ABOUT 0.1 MILE W OF A
 BH2028'SILVER TNK BY A FARM HOUSE.) TURN RIGHT AND PROCEED ON TRUCK
 BH2028'TRAIL NO. A-30 FOR 4.7 MILES TO A T-ROAD ON THE RIGHT MARKED TRUCK
 BH2028'TRAIL NO. A-36.  TURN RIGHT AND PROCEED ON TRUCK TRAIL NO. A-36 FOR
 BH2028'0.4 MILE TO A T-ROAD ON THE RIGHT MARKED BY A SIGN WITH ARROW POINTING
 BH2028'TOWARD THE TOWER.  TURN RIGHT AND PROCEED 0.15 MILE TO THE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1775 ***********************************************************************
 DJ1775  DESIGNATION -  BEAVERTON
 DJ1775  PID         -  DJ1775
 DJ1775  STATE/COUNTY-  AL/LAMAR
 DJ1775  USGS QUAD   -  BEAVERTON (1985)
 DJ1775
 DJ1775                         *CURRENT SURVEY CONTROL
 DJ1775  ___________________________________________________________________
 DJ1775* NAD 83(1992)-  33 54 44.95526(N)    088 00 15.18367(W)     ADJUSTED  
 DJ1775* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 DJ1775  ___________________________________________________________________
 DJ1775  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DJ1775  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DJ1775
 DJ1775  HORZ ORDER  -  SECOND
 DJ1775
 DJ1775.The horizontal coordinates were established by classical geodetic methods
 DJ1775.and adjusted by the National Geodetic Survey in December 1992..
 DJ1775
 DJ1775.The orthometric height was scaled from a topographic map.
 DJ1775
 DJ1775.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1775
 DJ1775.The geoid height was determined by GEOID03.
 DJ1775
 DJ1775;                    North         East     Units Scale Factor Converg.
 DJ1775;SPC AL W     -   433,926.572   553,373.122   MT  0.99996012   -0 16 52.8
 DJ1775;UTM  16      - 3,752,906.769   407,165.873   MT  0.99970624   -0 33 37.1
 DJ1775
 DJ1775!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1775!SPC AL W     -   0.99997355  x   0.99996012  =   0.99993367
 DJ1775!UTM  16      -   0.99997355  x   0.99970624  =   0.99967979
 DJ1775
 DJ1775:                Primary Azimuth Mark                     Grid Az
 DJ1775:SPC AL W     -  MCGOWAN                                  068 00 03.4
 DJ1775:UTM  16      -  MCGOWAN                                  068 16 47.7
 DJ1775
 DJ1775|---------------------------------------------------------------------|
 DJ1775| PID    Reference Object                     Distance      Geod. Az  |
 DJ1775|                                                           dddmmss.s |
 DJ1775| DH2692 MCGOWAN                             APPROX.11.6 KM 0674310.6 |
 DJ1775| CF9412 BEAVERTON RM 1                       24.217 METERS 09023     |
 DJ1775| DJ1777 BEAVERTON 2                          42.840 METERS 25348     |
 DJ1775| CF9413 BEAVERTON RM 2                       26.673 METERS 25348     |
 DJ1775| CF9411 BEAVERTON AZ MK                                    2834341.5 |
 DJ1775|---------------------------------------------------------------------|
 DJ1775
 DJ1775                          SUPERSEDED SURVEY CONTROL
 DJ1775
 DJ1775  NAD 83(1986)-  33 54 44.96256(N)    088 00 15.18361(W) AD(       ) 2
 DJ1775  NAD 27      -  33 54 44.58700(N)    088 00 15.08100(W) AD(       ) 2
 DJ1775
 DJ1775.Superseded values are not recommended for survey control.
 DJ1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1775.See file dsdata.txt to determine how the superseded data were derived.
 DJ1775
 DJ1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0716652907(NAD 83)
 DJ1775_MARKER: DS = TRIANGULATION STATION DISK
 DJ1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1775_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1775
 DJ1775  HISTORY     - Date     Condition        Report By
 DJ1775  HISTORY     - 1950     MONUMENTED       CGS
 DJ1775  HISTORY     - 1963     SEE DESCRIPTION  CGS
 DJ1775
 DJ1775                          STATION DESCRIPTION
 DJ1775
 DJ1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1775'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF BEAVERTON ON THE CREST
 DJ1775'OF A PROMINENT RIDGE, 0.1 MILE WESTERLY OF A FARM HOUSE, AND 150
 DJ1775'FEET SOUTH OF A GRAVELED ROAD.
 DJ1775'
 DJ1775'TO REACH THE STATION FROM THE RAILROAD STATION AT BEAVERTON, GO
 DJ1775'SOUTHERLY (CROSSING STATE HIGHWAY NO. 118) FOR 1.7 MILES TO A FORK
 DJ1775'AND THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  TURN LEFT FOR 0.2
 DJ1775'MILE, THEN SHARP RIGHT, WESTERLY AND FOLLOW A TRAIL PARALLEL WITH
 DJ1775'GRAVELED ROAD FOR 0.05 MILE TO THE CREST OF THE RIDGE AND THE
 DJ1775'STATION AS DESCRIBED.
 DJ1775'
 DJ1775'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED BEAVERTON
 DJ1775'1950.
 DJ1775'
 DJ1775'REFERENCE MARK NO. 1 IS AT A POINT WHERE THE RIDGE SLOPES ABRUPTLY
 DJ1775'TO THE EAST.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 DJ1775'BEAVERTON NO 1 1950.
 DJ1775'
 DJ1775'REFERENCE MARK NO. 2 IS ON THE CREST OF THE RIDGE.  IT PROJECTS
 DJ1775'3 INCHES, AND THE DISK IS STAMPED BEAVERTON NO 2 1950.
 DJ1775'
 DJ1775'THE AZIMUTH MARK IS 100 FEET NORTHERLY OF A ROAD FORK, 16 FEET WEST
 DJ1775'OF THE CENTER OF A GRAVEL ROAD, 5 FEET NORTH OF A POWER LINE POLE,
 DJ1775'AND 2 FEET SOUTH OF A WITNESS POST.  IT PROJECTS 4 INCHES, AND THE
 DJ1775'DISK IS STAMPED BEAVERTON 1950.
 DJ1775'
 DJ1775'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DJ1775'CYLINDERS.
 DJ1775'
 DJ1775'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 DJ1775
 DJ1775                          STATION RECOVERY (1963)
 DJ1775
 DJ1775'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 DJ1775'THE STATION WAS VISITED 10-3-63 AND ALL MARKS WERE FOUND IN GOOD
 DJ1775'CONDITION.  THE STATION MARK AND REFERENCE MARK NO. 1, WERE
 DJ1775'REQUESTED MOVED AT THIS DATE.  THIS WAS DONE BY ESTABLISHING A NEW
 DJ1775'STATION BEAVERTON 2 1963, 140.55 FEET W AND ON LINE WITH
 DJ1775'REFERENCE MARK NO. 2. REFERENCE MARK NO. 3 WAS ESTABLISHED TO REPLACE
 DJ1775'REFERENCE MARK NO. 1 WHICH WAS DESTROYED AT THIS DATE, AND THE DISK
 DJ1775'RECLAIMED.  THE DISK FOR THE STATION MARK WAS RECLAIMED, AND THE
 DJ1775'SUB-SURFACE MARK WILL BE DESTROYED DURING THE CONSTRUCTION OF
 DJ1775'THE NEW HIGHWAY.  THE AZIMUTH MARK WAS USED FOR THE NEW STATION.
 DJ1775'
 DJ1775'SEE DESCRIPTION FOR NEW STATION BEAVERTON 2 1963.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1777 ***********************************************************************
 DJ1777  DESIGNATION -  BEAVERTON 2
 DJ1777  PID         -  DJ1777
 DJ1777  STATE/COUNTY-  AL/LAMAR
 DJ1777  USGS QUAD   -  BEAVERTON (1985)
 DJ1777
 DJ1777                         *CURRENT SURVEY CONTROL
 DJ1777  ___________________________________________________________________
 DJ1777* NAD 83(1992)-  33 54 44.56717(N)    088 00 16.78505(W)     ADJUSTED  
 DJ1777* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 DJ1777  ___________________________________________________________________
 DJ1777  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 DJ1777  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 DJ1777
 DJ1777  HORZ ORDER  -  THIRD
 DJ1777
 DJ1777.The horizontal coordinates were established by classical geodetic methods
 DJ1777.and adjusted by the National Geodetic Survey in December 1992..
 DJ1777.No horizontal observational check was made to the station.
 DJ1777
 DJ1777.The orthometric height was scaled from a topographic map.
 DJ1777
 DJ1777.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1777
 DJ1777.The geoid height was determined by GEOID03.
 DJ1777
 DJ1777;                    North         East     Units Scale Factor Converg.
 DJ1777;SPC AL W     -   433,914.817   553,331.928   MT  0.99996017   -0 16 53.6
 DJ1777;UTM  16      - 3,752,895.218   407,124.632   MT  0.99970633   -0 33 38.0
 DJ1777
 DJ1777!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1777!SPC AL W     -   0.99997355  x   0.99996017  =   0.99993372
 DJ1777!UTM  16      -   0.99997355  x   0.99970633  =   0.99967988
 DJ1777
 DJ1777|---------------------------------------------------------------------|
 DJ1777| PID    Reference Object                     Distance      Geod. Az  |
 DJ1777|                                                           dddmmss.s |
 DJ1777| DJ1775 BEAVERTON                            42.840 METERS 07348     |
 DJ1777| CF9413 BEAVERTON RM 2                       16.166 METERS 07348     |
 DJ1777| CF9414 BEAVERTON 2 RM 3                     17.315 METERS 28058     |
 DJ1777| CF9411 BEAVERTON AZ MK                                    2895123.8 |
 DJ1777|---------------------------------------------------------------------|
 DJ1777
 DJ1777                          SUPERSEDED SURVEY CONTROL
 DJ1777
 DJ1777  NAD 83(1986)-  33 54 44.57447(N)    088 00 16.78499(W) AD(       ) 3
 DJ1777  NAD 27      -  33 54 44.19900(N)    088 00 16.68200(W) AD(       ) 3
 DJ1777
 DJ1777.Superseded values are not recommended for survey control.
 DJ1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1777.See file dsdata.txt to determine how the superseded data were derived.
 DJ1777
 DJ1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0712552895(NAD 83)
 DJ1777_MARKER: DS = TRIANGULATION STATION DISK
 DJ1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1777_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1777
 DJ1777  HISTORY     - Date     Condition        Report By
 DJ1777  HISTORY     - 1963     MONUMENTED       CGS
 DJ1777
 DJ1777                          STATION DESCRIPTION
 DJ1777
 DJ1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1963 (AKH)
 DJ1777'THE STATION IS LOCATED 1.5 MILE SOUTH-SOUTHEAST OF BEAVERTON, ON THE
 DJ1777'SOUTH SIDE OF A BLACK TOP ROAD, ABOUT 0.15 MILE EAST OF A ROAD
 DJ1777'INTERSECTION, ON THE EXTREME EAST SIDE OF SECTION 21, R 14 W, T 13
 DJ1777'S., ON THE TOP OF A HILL AND SOUTH OF A LARGE CUT BANK.  IT IS 93
 DJ1777'FEET SOUTH OF THE CENTERLINE OF THE ROAD, 2 FEET NORTHWEST OF A
 DJ1777'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED BEAVERTON 2
 DJ1777'1963, PROJECTING 6 INCHES.
 DJ1777'
 DJ1777'REFERENCE MARK NO. 2 IS 53.04 FEET NORTHEAST OF THE STATION, 72 FEET
 DJ1777'SOUTH OF THE CENTERLINE OF THE HIGHWAY, ON ABOUT THE CENTER OF THE
 DJ1777'RIDGE AND ABOUT 2 FEET HIGHER THAN THE STATION, AND 2 FEET
 DJ1777'NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 DJ1777'BEAVERTON NO 2 1950, PROJECTING 6 INCHES.
 DJ1777'
 DJ1777'REFERENCE MARK NO. 3 IS 56.81 FEET NORTHWEST OF THE STATION AND ABOUT
 DJ1777'4 FEET LOWER THAN THE STATION ON THE NORTHWEST SLOPE OF THE HILL,
 DJ1777'IT IS 96 FEET SOUTH OF THE CENTERLINE OF THE ROAD, AND 1 FOOT
 DJ1777'SOUTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED
 DJ1777'BEAVERTON 2 NO 3 1963, PROJECTING 6 INCHES.
 DJ1777'
 DJ1777'THE AZIMUTH MARK IS 0.15 MILE WEST-NORTHWEST OF THE STATION, IN THE
 DJ1777'NORTHEAST ANGLE OF THE INTERSECTION OF TWO BLACK TOP ROADS, 52 FEET
 DJ1777'NORTH OF THE CENTERLINE OF THE EAST-WEST ROAD, 2.5 FEET NORTHEAST
 DJ1777'OF A METAL WITNESS POST, 21 FEET SOUTHWEST OF THE CENTERLINE OF AN
 DJ1777'ABANDONDED ROAD BED, AND 5.5 FEET NORTH-NORTHWEST OF A POWER
 DJ1777'POLE.  IT IS A STANDARD DISK STAMPED BEAVERTON 1950, PROJECTING 6
 DJ1777'INCHES.
 DJ1777'
 DJ1777'TO REACH THE STATION FROM MAIN CROSSROAD AT BEAVERTON, GO SOUTH
 DJ1777'ON BLACKTOP ROAD FOR 1.5 MILES TO A SIDE ROAD LEFT AT A CURVE,
 DJ1777'TURN LEFT AND GO ABOUT 150 FEET TO THE AZIMUTH MARK ON THE LEFT.
 DJ1777'CONTINUE EAST FOR 0.15 MILE TO THE STATION ON THE RIGHT ON THE
 DJ1777'TOP OF THE FIRST LARGE CUT BANK EAST OF THE AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2275 ***********************************************************************
 EE2275  DESIGNATION -  BEE
 EE2275  PID         -  EE2275
 EE2275  STATE/COUNTY-  AL/JACKSON
 EE2275  USGS QUAD   -  HOLLYWOOD (1980)
 EE2275
 EE2275                         *CURRENT SURVEY CONTROL
 EE2275  ___________________________________________________________________
 EE2275* NAD 83(1992)-  34 41 34.64087(N)    085 54 03.13682(W)     ADJUSTED  
 EE2275* NAVD 88     -       441.     (meters)    1447.     (feet)  SCALED    
 EE2275  ___________________________________________________________________
 EE2275  LAPLACE CORR-           2.88  (seconds)                    DEFLEC99
 EE2275  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EE2275
 EE2275  HORZ ORDER  -  SECOND
 EE2275
 EE2275.The horizontal coordinates were established by classical geodetic methods
 EE2275.and adjusted by the National Geodetic Survey in December 1992..
 EE2275
 EE2275.The orthometric height was scaled from a topographic map.
 EE2275
 EE2275.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2275
 EE2275.The geoid height was determined by GEOID03.
 EE2275
 EE2275;                    North         East     Units Scale Factor Converg.
 EE2275;SPC AL E     -   464,971.847   193,811.884   MT  0.99996047   -0 02 18.4
 EE2275;UTM  16      - 3,839,543.543   600,672.714   MT  0.99972492   +0 37 32.4
 EE2275
 EE2275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2275!SPC AL E     -   0.99993529  x   0.99996047  =   0.99989576
 EE2275!UTM  16      -   0.99993529  x   0.99972492  =   0.99966023
 EE2275
 EE2275:                Primary Azimuth Mark                     Grid Az
 EE2275:SPC AL E     -  BEE AZ MK                                050 33 35.7
 EE2275:UTM  16      -  BEE AZ MK                                049 53 44.9
 EE2275
 EE2275|---------------------------------------------------------------------|
 EE2275| PID    Reference Object                     Distance      Geod. Az  |
 EE2275|                                                           dddmmss.s |
 EE2275| CG5566 BEE AZ MK                                          0503117.3 |
 EE2275| CG5568 BEE RM 2                             31.760 METERS 05945     |
 EE2275| CG5567 BEE RM 1                             40.837 METERS 14754     |
 EE2275| EE2251 BRANDON RESET                       APPROX.36.7 KM 1582037.4 |
 EE2275|---------------------------------------------------------------------|
 EE2275
 EE2275                          SUPERSEDED SURVEY CONTROL
 EE2275
 EE2275  NAD 83(1986)-  34 41 34.64680(N)    085 54 03.13754(W) AD(       ) 2
 EE2275  NAD 27      -  34 41 34.34500(N)    085 54 03.22200(W) AD(       ) 2
 EE2275
 EE2275.Superseded values are not recommended for survey control.
 EE2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2275.See file dsdata.txt to determine how the superseded data were derived.
 EE2275
 EE2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0067339544(NAD 83)
 EE2275_MARKER: DS = TRIANGULATION STATION DISK
 EE2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2275
 EE2275  HISTORY     - Date     Condition        Report By
 EE2275  HISTORY     - 1934     MONUMENTED       CGS
 EE2275  HISTORY     - 1949     GOOD             TVA
 EE2275
 EE2275                          STATION DESCRIPTION
 EE2275
 EE2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EE2275'ON A LONG DETACHED RIDGE OF SAND MOUNTAIN, KNOWN AS RACOON MOUNTAIN,
 EE2275'ON THE WEST EDGE OF THE SUMMIT ON A BLUFF LOCALLY KNOWN AS BEE
 EE2275'BLUFF, IMMEDIATELY EAST OF AND OVERLOOKING THE TENNESSEE RIVER,
 EE2275'ABOUT 2 MILES EAST OF THE RIVER.  TO REACH THE STATION FROM THE
 EE2275'COURTHOUSE AT SCOTTSBORO, TAKE US 72 NORTHEAST 6.6 MILES AND
 EE2275'TURN EAST ON ROAD TO THE SUBLET FERRY, CONTINUE 2.6 MILES AND
 EE2275'CROSS THE RIVER ON THE FERRY, CONTINUE UP THE MOUNTAIN 5.4 MILES FROM
 EE2275'THE EAST BANK OF THE RIVER AND TURN SHARP RIGHT AT THE SUMMIT 0.4
 EE2275'MILE TO THE STATION, ABOUT 20 YARDS EAST-NORTHEAST OF THE WEST EDGE
 EE2275'OF THE BLUFF, 26 FEET WEST OF THE CENTER OF THE ROAD, 19-1/2
 EE2275'FEET NORTHWEST OF 14 INCH PINE TREE WITH TRIANGLE BLAZE.
 EE2275'
 EE2275'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EE2275'DISKS SET IN CONCRETE.
 EE2275'
 EE2275'R.M. NO. 1 IS NORTH-NORTHEAST OF THE STATION, EAST OF THE ROAD, 12
 EE2275'FEET FROM THE CENTER.
 EE2275'
 EE2275'R.M. NO. 2 IS EAST OF THE STATION, 75 FEET EAST OF THE CENTER OF THE
 EE2275'ROAD, IN THE CENTER OF A SMALL CLEARING.
 EE2275'
 EE2275'THE AZIMUTH MARK IS 600 FEET NORTHEAST OF THE STATION, ALONG THE
 EE2275'ROAD, IN A SMALL CLEARING IN THE TIMBER ADJACENT TO THE ROAD, 15 FEET
 EE2275'SOUTHEAST OF THE CENTER OF THE ROAD, ON TOP OF BANK.  103 FEET
 EE2275'REQUIRED.  LINE TO WHITMIRE BARELY CLEARS INTERVENING RIDGE.
 EE2275'
 EE2275'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 EE2275
 EE2275                          STATION RECOVERY (1949)
 EE2275
 EE2275'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (JTL)
 EE2275'STATION FOUND IN GOOD CONDITION.  MARK IS STAMPED BEE.  R.M.S
 EE2275'RECOVERED IN GOOD CONDITION.  AZIMUTH MARK NOT SEARCHED FOR.
 EE2275'
 EE2275'TO REACH STATION FROM THE POST OFFICE IN PISGAH, TAKE SUBLETT FERRY
 EE2275'ROAD NW AND GO 0.35 MILE TO ROAD FORKS, KEEP RIGHTHAND FORK NW FOR
 EE2275'3.0 MILES FARTHER TO ROAD FORK WHERE ROAD GOES DOWN MOUNTAIN TO
 EE2275'SUBLETT FERRY, KEEP LEFT-HAND ROAD 100 FEET TO ANOTHER FORK, TAKE
 EE2275'RIGHT-HAND FORK ALONG BROW OF MOUNTAIN 0.4 MILE SW TO ANOTHER FORK,
 EE2275'TAKE RIGHT-HAND FORK ALONG BROW OF MOUNTAIN 0.4 MILE SW TO
 EE2275'STATION.  STATION IS 20 YARDS ENE OF W EDGE OF BLUFF, 26 FEET W OF
 EE2275'CENTER OF ROAD, 19-1/2 FEET NW OF A 14-INCH PINE TREE WITH TRIANGLE
 EE2275'BLAZE WHICH STANDS 15 FEET W OF CENTER OF ROAD ON TOP OF BANK.
 EE2275'STATION IS 60 FEET W OF THE SW CORNER OF A 1-STORY FRAME HOUSE, IN
 EE2275'THE NE 1/4 SEC. 16, T. 4 S., R. 7 E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1579 ***********************************************************************
 EF1579  DESIGNATION -  BELGREEN
 EF1579  PID         -  EF1579
 EF1579  STATE/COUNTY-  AL/FRANKLIN
 EF1579  USGS QUAD   -  ISBELL (1945)
 EF1579
 EF1579                         *CURRENT SURVEY CONTROL
 EF1579  ___________________________________________________________________
 EF1579* NAD 83(1992)-  34 27 21.06576(N)    087 51 52.29093(W)     ADJUSTED  
 EF1579* NAVD 88     -       271.     (meters)     889.     (feet)  SCALED    
 EF1579  ___________________________________________________________________
 EF1579  LAPLACE CORR-           3.05  (seconds)                    DEFLEC99
 EF1579  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EF1579
 EF1579  HORZ ORDER  -  SECOND
 EF1579
 EF1579.The horizontal coordinates were established by classical geodetic methods
 EF1579.and adjusted by the National Geodetic Survey in December 1992..
 EF1579
 EF1579.The orthometric height was scaled from a topographic map.
 EF1579
 EF1579.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1579
 EF1579.The geoid height was determined by GEOID03.
 EF1579
 EF1579;                    North         East     Units Scale Factor Converg.
 EF1579;SPC AL W     -   494,141.412   566,506.520   MT  0.99994716   -0 12 22.5
 EF1579;UTM  16      - 3,813,040.745   420,590.867   MT  0.99967772   -0 29 20.9
 EF1579
 EF1579!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1579!SPC AL W     -   0.99996168  x   0.99994716  =   0.99990885
 EF1579!UTM  16      -   0.99996168  x   0.99967772  =   0.99963942
 EF1579
 EF1579|---------------------------------------------------------------------|
 EF1579| PID    Reference Object                     Distance      Geod. Az  |
 EF1579|                                                           dddmmss.s |
 EF1579| CG5570 BELGREEN RM 1                        26.167 METERS 07943     |
 EF1579| CG5569 BELGREEN AZ MK                                     1934942.0 |
 EF1579| CG5571 BELGREEN RM 2                        25.962 METERS 34616     |
 EF1579|---------------------------------------------------------------------|
 EF1579
 EF1579                          SUPERSEDED SURVEY CONTROL
 EF1579
 EF1579  NAD 83(1986)-  34 27 21.07359(N)    087 51 52.28975(W) AD(       ) 2
 EF1579  NAD 27      -  34 27 20.72900(N)    087 51 52.16300(W) AD(       ) 2
 EF1579
 EF1579.Superseded values are not recommended for survey control.
 EF1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1579.See file dsdata.txt to determine how the superseded data were derived.
 EF1579
 EF1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD2059113041(NAD 83)
 EF1579_MARKER: DS = TRIANGULATION STATION DISK
 EF1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1579_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EF1579
 EF1579  HISTORY     - Date     Condition        Report By
 EF1579  HISTORY     - 1950     MONUMENTED       CGS
 EF1579
 EF1579                          STATION DESCRIPTION
 EF1579
 EF1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EF1579'STATION IS ABOUT 1.6 MILES SOUTH OF THE VILLAGE OF BELGREEN, ON LAND
 EF1579'OWNED BY S.T. HARGETT.  IT IS 55 FEET WEST OF THE CENTER OF STATE
 EF1579'HIGHWAY 140, 25 FEET NORTH OF AN 18-INCH OAK TREE, AND 7 FEET EAST
 EF1579'OF A WITNESS POST.
 EF1579'
 EF1579'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 24 AND 140
 EF1579'IN BELGREEN, GO SOUTH ON HIGHWAY 140 FOR 1.65 MILES TO THE STATION ON
 EF1579'THE RIGHT.  CONTINUE SOUTH 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 EF1579'
 EF1579'STATION MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BELGREEN 1950.
 EF1579'
 EF1579'REFERENCE MARK NO. 1 IS 32 FEET EAST OF THE CENTER OF THE HIGHWAY,
 EF1579'AND 1 FOOT WEST OF A FENCE.  THE MARK PROJECTS 8 INCHES AND THE DISK
 EF1579'IS STAMPED BELGREEN NO 1 1950.
 EF1579'
 EF1579'REFERENCE MARK NO. 2 IS 70 FEET WEST OF THE CENTER OF THE HIGHWAY,
 EF1579'AND 16 FEET NORTHWEST OF A 10-INCH OAK TREE.  THE MARK PROJECTS 8
 EF1579'INCHES AND THE DISK IS STAMPED BELGREEN NO 2 1950.
 EF1579'
 EF1579'THE AZIMUTH MARK IS 29 FEET WEST OF THE CENTER OF STATE HIGHWAY 140,
 EF1579'4 FEET NORTH OF A WITNESS POST, AND 1 FOOT EAST OF A FENCE.  THE
 EF1579'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BELGREEN 1950.
 EF1579'
 EF1579'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EF1579'CYLINDERS.
 EF1579'
 EF1579'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2958 ***********************************************************************
 CN2958  DESIGNATION -  BELL
 CN2958  PID         -  CN2958
 CN2958  STATE/COUNTY-  AL/CHILTON
 CN2958  USGS QUAD   -  LAY DAM (1981)
 CN2958
 CN2958                         *CURRENT SURVEY CONTROL
 CN2958  ___________________________________________________________________
 CN2958* NAD 83(1992)-  32 53 11.86170(N)    086 37 28.03108(W)     ADJUSTED  
 CN2958* NAVD 88     -       208.8    (meters)     685.     (feet)  VERTCON   
 CN2958  ___________________________________________________________________
 CN2958  LAPLACE CORR-          -0.30  (seconds)                    DEFLEC99
 CN2958  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CN2958
 CN2958  HORZ ORDER  -  SECOND
 CN2958
 CN2958.The horizontal coordinates were established by classical geodetic methods
 CN2958.and adjusted by the National Geodetic Survey in December 1992..
 CN2958
 CN2958.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN2958.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN2958
 CN2958.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2958
 CN2958.The geoid height was determined by GEOID03.
 CN2958
 CN2958;                    North         East     Units Scale Factor Converg.
 CN2958;SPC AL W     -   320,379.878   681,923.016   MT  1.00001606   +0 28 31.5
 CN2958;SPC AL E     -   264,899.910   125,974.895   MT  1.00002754   -0 25 46.5
 CN2958;UTM  16      - 3,638,781.163   535,126.931   MT  0.99961521   +0 12 14.1
 CN2958
 CN2958!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2958!SPC AL W     -   0.99997174  x   1.00001606  =   0.99998780
 CN2958!SPC AL E     -   0.99997174  x   1.00002754  =   0.99999928
 CN2958!UTM  16      -   0.99997174  x   0.99961521  =   0.99958696
 CN2958
 CN2958:                Primary Azimuth Mark                     Grid Az
 CN2958:SPC AL W     -  BELL AZ MK                               021 32 44.4
 CN2958:SPC AL E     -  BELL AZ MK                               022 27 02.4
 CN2958:UTM  16      -  BELL AZ MK                               021 49 01.8
 CN2958
 CN2958|---------------------------------------------------------------------|
 CN2958| PID    Reference Object                     Distance      Geod. Az  |
 CN2958|                                                           dddmmss.s |
 CN2958| CF9420 BELL AZ MK                                         0220115.9 |
 CN2958| CN2957 ROW STA 418+45 POT                    4.557 METERS 20047     |
 CN2958| CF9421 BELL RM 1                             9.873 METERS 29909     |
 CN2958|---------------------------------------------------------------------|
 CN2958
 CN2958                          SUPERSEDED SURVEY CONTROL
 CN2958
 CN2958  NAD 83(1986)-  32 53 11.87039(N)    086 37 28.03537(W) AD(       ) 2
 CN2958  NAD 27      -  32 53 11.42203(N)    086 37 28.10097(W) AD(       ) 2
 CN2958  NGVD 29 (07/19/86)  208.8    (m)          685.     (f) VERT ANG       
 CN2958
 CN2958.Superseded values are not recommended for survey control.
 CN2958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2958.See file dsdata.txt to determine how the superseded data were derived.
 CN2958
 CN2958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3512738781(NAD 83)
 CN2958_MARKER: DS = TRIANGULATION STATION DISK
 CN2958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2958_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN2958
 CN2958  HISTORY     - Date     Condition        Report By
 CN2958  HISTORY     - 1971     MONUMENTED       NGS
 CN2958
 CN2958                          STATION DESCRIPTION
 CN2958
 CN2958'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2958'THE STATION IS LOCATED ABOUT 3 MILES NORTH-NORTHEAST OF CLANTON AND
 CN2958'ON INTERSTATE HIGHWAY 65 RIGHT-OF-WAY.  IT IS IN THE SOUTHEAST ANGLE
 CN2958'OF INTERSECTION FORMED BY THE JUNCTION OF INTERSTATE HIGHWAY 65 AND
 CN2958'STATE HIGHWAY 145.
 CN2958'
 CN2958'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 31 AND STATE
 CN2958'HIGHWAY 145, IN THE MAIN PART OF CLANTON, GO EAST AND NORTH ON STATE
 CN2958'HIGHWAY 145 FOR 3.8 MILES TO THE STATION ON THE RIGHT, JUST BEFORE
 CN2958'REACHING INTERSTATE HIGHWAY 65.
 CN2958'
 CN2958'STATION MARKS ARE STANDARD DISKS STAMPED BELL 1971.  THE SURFACE DISK
 CN2958'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CN2958'FLUSH WITH THE GROUND SURFACE.  IT IS 152 FEET EAST OF THE CENTER
 CN2958'OF STATE HIGHWAY 145, 93 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 CN2958'ENTRANCE RAMP TO INTERSTATE HIGHWAY 65, 22 FEET EAST-NORTHEAST
 CN2958'OF TELEPHONE POLE NUMBER 3 AND 15.8 FEET NORTH OF A METAL
 CN2958'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CN2958'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 CN2958'
 CN2958'REFERENCE MARK 1, A STANDARD DISK STAMPED BELL NO 1971, IS SET IN THE
 CN2958'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CN2958'THE GROUND SURFACE.  IT IS 40.5 FEET NORTHWEST OF THE METAL WITNESS
 CN2958'POST, 25.5 FEET NORTH OF THE RIGHT-OF-WAY FENCE AND 15.5 FEET
 CN2958'NORTH-NORTHWEST OF THE TELEPHONE POLE.
 CN2958'
 CN2958'THE ALABAMA STATE HIGHWAY DEPARTMENT DISK IS STAMPED ROW POT 418+45
 CN2958'1960 ASHD.  THE DISK IS SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 CN2958'MONUMENT THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS
 CN2958'22.5 FEET EAST-SOUTHEAST OF THE TELEPHONE POLE, 3 FEET
 CN2958'WEST-NORTHWEST OF THE WITNESS POST AND 0.5 FOOT SOUTH OF THE
 CN2958'RIGHT-OF-WAY FENCE.
 CN2958'
 CN2958'THE AZIMUTH MARK, A STANDARD DISK STAMPED BELL 1971, IS SET IN THE
 CN2958'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 4
 CN2958'INCHES ABOVE THE GROUND SURFACE.  IT IS 42 FEET EAST OF THE CENTER
 CN2958'OF STATE HIGHWAY 145, 26.5 FEET NORTH-NORTHEAST OF A TELEPHONE
 CN2958'POLE, 2 FEET NORTHWEST OF A METAL WITNESS POST AND 1.9 FEET WEST
 CN2958'OF A METAL FENCE CORNER POST.
 CN2958'
 CN2958'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON STATE HIGHWAY
 CN2958'145 FOR 0.2 MILE TO THE MARK ON THE RIGHT.
 CN2958'
 CN2958'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1344 ***********************************************************************
 BU1344  DESIGNATION -  BELLEVILLE
 BU1344  PID         -  BU1344
 BU1344  STATE/COUNTY-  AL/CONECUH
 BU1344  USGS QUAD   -  BELLEVILLE (1971)
 BU1344
 BU1344                         *CURRENT SURVEY CONTROL
 BU1344  ___________________________________________________________________
 BU1344* NAD 83(1992)-  31 25 34.94672(N)    087 06 32.38063(W)     ADJUSTED  
 BU1344* NAVD 88     -       135.838  (meters)     445.66   (feet)  ADJUSTED  
 BU1344  ___________________________________________________________________
 BU1344  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 BU1344  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU1344  DYNAMIC HT  -         135.668 (meters)     445.10  (feet)  COMP
 BU1344  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 BU1344
 BU1344  HORZ ORDER  -  SECOND
 BU1344  VERT ORDER  -  SECOND    CLASS 0
 BU1344
 BU1344.The horizontal coordinates were established by classical geodetic methods
 BU1344.and adjusted by the National Geodetic Survey in December 1992..
 BU1344
 BU1344.The orthometric height was determined by differential leveling
 BU1344.and adjusted by the National Geodetic Survey in June 1991..
 BU1344
 BU1344.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1344
 BU1344.The geoid height was determined by GEOID03.
 BU1344
 BU1344.The dynamic height is computed by dividing the NAVD 88
 BU1344.geopotential number by the normal gravity value computed on the
 BU1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1344.degrees latitude (g = 980.6199 gals.).
 BU1344
 BU1344.The modeled gravity was interpolated from observed gravity values.
 BU1344
 BU1344;                    North         East     Units Scale Factor Converg.
 BU1344;SPC AL W     -   158,189.952   637,173.151   MT  0.99995037   +0 12 13.9
 BU1344;UTM  16      - 3,476,861.595   489,641.295   MT  0.99960132   -0 03 24.6
 BU1344
 BU1344!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1344!SPC AL W     -   0.99998304  x   0.99995037  =   0.99993341
 BU1344!UTM  16      -   0.99998304  x   0.99960132  =   0.99958436
 BU1344
 BU1344:                Primary Azimuth Mark                     Grid Az
 BU1344:SPC AL W     -  BELLEVILLE LOT                           001 44 19.1
 BU1344:UTM  16      -  BELLEVILLE LOT                           001 59 57.6
 BU1344
 BU1344|---------------------------------------------------------------------|
 BU1344| PID    Reference Object                     Distance      Geod. Az  |
 BU1344|                                                           dddmmss.s |
 BU1344| BU1913 BELLEVILLE LOT                      APPROX. 3.4 KM 0015633.0 |
 BU1344| BU1345 BELLEVILLE RM 1                      39.000 METERS 00855     |
 BU1344| BU1895 SPULGA LOT                          APPROX.22.0 KM 0302426.5 |
 BU1344| BU1346 BELLEVILLE RM 2                      32.492 METERS 09419     |
 BU1344| BU1916 CASTLEBERRY MUN TANK                APPROX.16.2 KM 1512109.0 |
 BU1344| BU1347 BELLEVILLE AZ MK                                   1523553.5 |
 BU1344| BU1907 MONROEVILLE MUNICIPAL TANK          APPROX.23.1 KM 2990119.8 |
 BU1344|---------------------------------------------------------------------|
 BU1344
 BU1344                          SUPERSEDED SURVEY CONTROL
 BU1344
 BU1344  NAD 83(1986)-  31 25 34.95876(N)    087 06 32.38366(W) AD(       ) 2
 BU1344  NAD 27      -  31 25 34.36300(N)    087 06 32.46000(W) AD(       ) 2
 BU1344  NGVD 29 (??/??/92)  135.826  (m)          445.62   (f) ADJ UNCH    2 0
 BU1344
 BU1344.Superseded values are not recommended for survey control.
 BU1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1344.See file dsdata.txt to determine how the superseded data were derived.
 BU1344
 BU1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8964176862(NAD 83)
 BU1344_MARKER: DS = TRIANGULATION STATION DISK
 BU1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1344_STAMPING: BELLEVILLE 1944
 BU1344_MARK LOGO: CGS   
 BU1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1344+STABILITY: SURFACE MOTION
 BU1344
 BU1344  HISTORY     - Date     Condition        Report By
 BU1344  HISTORY     - 1944     MONUMENTED       CGS
 BU1344  HISTORY     - 1951     GOOD             CGS
 BU1344  HISTORY     - 1951     GOOD             NGS
 BU1344
 BU1344                          STATION DESCRIPTION
 BU1344
 BU1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1344'STATION IS LOCATED AT THE S EDGE OF THE VILLAGE OF BELLEVILLE, ON
 BU1344'LAND OWNED BY W.J. HAMILTON.  IT IS ABOUT 0.2 MILE S OF U.S.
 BU1344'HIGHWAY 84.  THE MARK IS SET IN THE SE CORNER OF A FARMYARD, 70
 BU1344'FEET S OF THE SE CORNER OF A HOUSE, 68 FEET W OF THE CENTER LINE
 BU1344'OF THE ROAD, AND 18 FEET N OF A WOODEN BARNYARD FENCE.  IT IS
 BU1344'STAMPED BELLEVILLE 1944 AND IS FLUSH WITH THE GROUND.
 BU1344'
 BU1344'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1344'DISKS SET IN CONCRETE.
 BU1344'
 BU1344'REFERENCE MARK 1 IS 127.95 FEET NNE OF THE STATION, 36 FEET NE
 BU1344'OF THE NE CORNER OF A HOUSE, 30 FEET W OF THE CENTER LINE OF THE
 BU1344'ROAD, AND 6 FEET S OF AN E-W FENCE.  IT IS STAMPED BELLEVILLE NO
 BU1344'1 1944.
 BU1344'
 BU1344'REFERENCE MARK 2 IS 106.60 FEET E OF THE STATION.  IT IS ON A
 BU1344'ROAD BANK, 34 FEET E OF THE CENTER LINE OF THE ROAD, 21 FEET S
 BU1344'OF THE CENTER OF A BOARD GATE, AND 1 FOOT W OF THE FENCE.  IT IS
 BU1344'STAMPED BELLEVILLE NO 2 1944.
 BU1344'
 BU1344'AZIMUTH MARK IS S OF THE STATION, IN A FARMHOUSE YARD.  THE MARK
 BU1344'IS 15 FEET SW OF THE CORNER OF THE HOUSE AND 30 FEET E OF THE
 BU1344'CENTER LINE OF THE ROAD.  IT IS STAMPED BELLEVILLE 1944.
 BU1344'
 BU1344'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS IN THE CENTER OF
 BU1344'BELLEVILLE, GO S FROM U.S. HIGHWAY 84 FOR 0.2 MILE TO A FORK,
 BU1344'TAKE THE LEFT FORK AND GO 0.3 MILE TO THE MARK ON THE LEFT.
 BU1344'
 BU1344'TO REACH THE STATION FROM THE CROSSROADS AND U.S. HIGHWAY 84
 BU1344'IN THE VILLAGE OF BELLEVILLE, GO S ON A GRADED DIRT ROAD FOR
 BU1344'0.2 MILE TO THE HOME OF W.J. HAMILTON AND THE STATION ON THE
 BU1344'RIGHT.
 BU1344'
 BU1344'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BU1344
 BU1344                          STATION RECOVERY (1951)
 BU1344
 BU1344'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CS)
 BU1344'STATION IS LOCATED AT THE S EDGE OF THE VILLAGE OF BELLEVILLE,
 BU1344'ABOUT 0.2 MILE S ALONG A BLACK-TOP ROAD FROM THE INTERSECTION OF
 BU1344'U.S. HIGHWAY 84, IN THE SE CORNER OF FARMYARD AT W.J. HAMILTON
 BU1344'RESIDENCE.  IT IS 69.7 FEET SSE OF SE CORNER OF HOUSE, 61-1/2 FEET
 BU1344'W OF CENTER LINE OF ROAD, 30 FEET NW OF AN 18-INCH CHINABERRY
 BU1344'TREE, 18-1/2 FEET N OF BARN LOT FENCE, 38 FEET SE OF A 9-INCH
 BU1344'PECAN TREE, 9 FEET N OF A 4-INCH PECAN TREE, ABOUT 2 FEET ABOVE
 BU1344'ROAD, AND FLUSH WITH GROUND.  IT IS A STANDARD DISK SET IN
 BU1344'CONCRETE AND IS STAMPED BELLEVILLE 1944.
 BU1344'
 BU1344'R.M. 1 IS 127.95 FEET NNE OF STATION, 32 FEET W OF CENTER LINE
 BU1344'OF ROAD, 42 FEET ENE OF NE CORNER OF HOUSE, 7-1/2 FEET N OF A
 BU1344'10-INCH PECAN TREE, 75 FEET NW AND ACROSS ROAD FROM A 20-INCH
 BU1344'PECAN TREE, 7 FEET SSW OF SE FENCE CORNER OF PECAN ORCHARD, AND 2
 BU1344'FEET ABOVE ROAD.  IT IS A STANDARD DISK SET IN CONCRETE AND IS
 BU1344'STAMPED BELLEVILLE NO 1 1944. R.M.S PROJECT 6 INCHES.
 BU1344'
 BU1344'R.M. 2 IS 106.52 FEET E AND ACROSS ROAD FROM STATION, 45 FEET E
 BU1344'OF CENTER LINE OF N-S ROAD, 83 FEET E AND ACROSS ROAD FROM AN
 BU1344'18-INCH CHINABERRY TREE, 107 FEET SSE OF A 20-INCH PECAN TREE,
 BU1344'1-1/2 FEET SW OF A FENCE, AND 3 FEET ABOVE ROAD.  IT IS A
 BU1344'STANDARD DISK SET IN CONCRETE AND IS STAMPED BELLEVILLE NO 2
 BU1344'1944.
 BU1344'
 BU1344'AZIMUTH MARK IS SE OF THE STATION, 31 FEET NE OF THE CENTER LINE
 BU1344'OF THE ROAD, 15 FEET S OF THE S CORNER OF A FARMHOUSE, 55 FEET SE
 BU1344'OF A 24-INCH OAK TREE, 21 FEET N OF AN 8-INCH PECAN TREE, AND
 BU1344'ABOUT 2 FEET ABOVE THE ROAD.  IT IS A STANDARD DISK SET IN
 BU1344'CONCRETE PROJECTING 6 INCHES AND IS STAMPED BELLEVILLE 1944.
 BU1344'
 BU1344'TO REACH STATION FROM BELLEVILLE, GO 0.2 MILE S ALONG A
 BU1344'BLACK-TOP ROAD FROM THE INTERSECTION OF U.S. HIGHWAY 84 TO
 BU1344'JUNCTION OF A GRAVEL ROAD SE AND STATION ON RIGHT.  CONTINUE 0.2
 BU1344'MILE SE ALONG GRAVEL ROAD TO AZIMUTH MARK ON LEFT.
 BU1344'
 BU1344'NOTE- MEASUREMENT FROM STATION TO R.M. 2 WAS CHECKED CAREFULLY
 BU1344'AND FOUND TO BE 106.52 FEET.
 BU1344
 BU1344                          STATION RECOVERY (1951)
 BU1344
 BU1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 BU1344'IN BELLEVILLE.
 BU1344'AT BELLEVILLE, ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE
 BU1344'INTERSECTION OF U.S. HIGHWAY 84, AT THE JUNCTION OF A ROAD SOUTHEAST,
 BU1344'69.7 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A 1-STORY WHITE
 BU1344'HOUSE, 61 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 30 FEET
 BU1344'NORTHWEST OF AN 18-INCH CHINABERRY TREE, 18 1/2 FEET NORTH OF A BARN
 BU1344'LOT FENCE, 38 FEET SOUTHEAST OF A 9-INCH PECAN TREE, 9 FEET NORTH OF A
 BU1344'4-INCH PECAN TREE, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 BU1344'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1347 ***********************************************************************
 BU1347  DESIGNATION -  BELLEVILLE AZ MK
 BU1347  PID         -  BU1347
 BU1347  STATE/COUNTY-  AL/CONECUH
 BU1347  USGS QUAD   -  BELLEVILLE (1971)
 BU1347
 BU1347                         *CURRENT SURVEY CONTROL
 BU1347  ___________________________________________________________________
 BU1347* NAD 83(1986)-  31 25 24.     (N)    087 06 26.     (W)     SCALED    
 BU1347* NAVD 88     -       136.235  (meters)     446.96   (feet)  ADJUSTED  
 BU1347  ___________________________________________________________________
 BU1347  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU1347  DYNAMIC HT  -         136.064 (meters)     446.40  (feet)  COMP
 BU1347  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 BU1347
 BU1347  VERT ORDER  -  SECOND    CLASS 0
 BU1347
 BU1347.The horizontal coordinates were scaled from a topographic map and have
 BU1347.an estimated accuracy of +/- 6 seconds.
 BU1347
 BU1347.The orthometric height was determined by differential leveling
 BU1347.and adjusted by the National Geodetic Survey in June 1991..
 BU1347
 BU1347.The geoid height was determined by GEOID03.
 BU1347
 BU1347.The dynamic height is computed by dividing the NAVD 88
 BU1347.geopotential number by the normal gravity value computed on the
 BU1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1347.degrees latitude (g = 980.6199 gals.).
 BU1347
 BU1347.The modeled gravity was interpolated from observed gravity values.
 BU1347
 BU1347;                    North         East    Units  Estimated Accuracy
 BU1347;SPC AL W     -   157,850.      637,340.      MT  (+/- 180 meters Scaled)
 BU1347
 BU1347                          SUPERSEDED SURVEY CONTROL
 BU1347
 BU1347  NGVD 29 (??/??/92)  136.223  (m)          446.93   (f) ADJ UNCH    2 0
 BU1347
 BU1347.Superseded values are not recommended for survey control.
 BU1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1347.See file dsdata.txt to determine how the superseded data were derived.
 BU1347
 BU1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV898765(NAD 83)
 BU1347_MARKER: DZ = AZIMUTH MARK DISK
 BU1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1347_STAMPING: BELLEVILLE 1944
 BU1347_MARK LOGO: CGS   
 BU1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1347+STABILITY: SURFACE MOTION
 BU1347
 BU1347  HISTORY     - Date     Condition        Report By
 BU1347  HISTORY     - 1944     MONUMENTED       CGS
 BU1347  HISTORY     - 1951     GOOD             NGS
 BU1347
 BU1347                          STATION DESCRIPTION
 BU1347
 BU1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1347'0.4 MI SE FROM BELLEVILLE.
 BU1347'0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION OF U.S.
 BU1347'HIGHWAY 84 AT BELLEVILLE, THENCE ABOUT 0.2 MILE SOUTHEAST ALONG A
 BU1347'GRAVEL ROAD, 31 FEET NORTHEAST OF THE CENTER LINE OF ROAD, 15 FEET
 BU1347'SOUTH OF THE SOUTH CORNER OF A HOUSE, 55 FEET SOUTHEAST OF A 24-INCH
 BU1347'OAK TREE, 20 FEET NORTH OF AN 8-INCH PECAN TREE, ABOUT 2 FEET ABOVE
 BU1347'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1913 ***********************************************************************
 BU1913  DESIGNATION -  BELLEVILLE LOT
 BU1913  PID         -  BU1913
 BU1913  STATE/COUNTY-  AL/CONECUH
 BU1913  USGS QUAD   -  BELLEVILLE (1971)
 BU1913
 BU1913                         *CURRENT SURVEY CONTROL
 BU1913  ___________________________________________________________________
 BU1913* NAD 83(1992)-  31 27 26.33579(N)    087 06 27.97348(W)     ADJUSTED  
 BU1913* NAVD 88     -                                                        
 BU1913  ___________________________________________________________________
 BU1913  LAPLACE CORR-           1.14  (seconds)                    DEFLEC99
 BU1913  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BU1913
 BU1913  HORZ ORDER  -  THIRD
 BU1913
 BU1913.The horizontal coordinates were established by classical geodetic methods
 BU1913.and adjusted by the National Geodetic Survey in December 1992..
 BU1913
 BU1913
 BU1913.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1913
 BU1913.The geoid height was determined by GEOID03.
 BU1913
 BU1913;                    North         East     Units Scale Factor Converg.
 BU1913;SPC AL W     -   161,620.869   637,277.288   MT  0.99995047   +0 12 16.9
 BU1913;UTM  16      - 3,480,290.804   489,761.007   MT  0.99960129   -0 03 22.5
 BU1913
 BU1913                          SUPERSEDED SURVEY CONTROL
 BU1913
 BU1913  NAD 83(1986)-  31 27 26.34787(N)    087 06 27.97625(W) AD(       ) 4
 BU1913  NAD 27      -  31 27 25.75600(N)    087 06 28.05200(W) AD(       ) 3
 BU1913
 BU1913.Superseded values are not recommended for survey control.
 BU1913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1913.See file dsdata.txt to determine how the superseded data were derived.
 BU1913
 BU1913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8976180291(NAD 83)
 BU1913_MARKER: 57 = LOOKOUT TOWER
 BU1913
 BU1913  HISTORY     - Date     Condition        Report By
 BU1913  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1913
 BU1913                          STATION DESCRIPTION
 BU1913
 BU1913'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1913'STATION IS THE BELLEVILLE LOOKOUT TOWER LOCATED ON THE E SIDE OF A
 BU1913'DIRT ROAD ABOUT 2 MILES N OF THE VILLAGE OF BELLEVILLE.  IT IS A
 BU1913'FOUR-LEGGED STEEL STRUCTURE, PAINTED GREY, AND ABOUT 100 FEET HIGH
 BU1913'WITH AN ENCLOSED CAB ON THE TOP.  IT IS OWNED AND OPERATED BY THE
 BU1913'STATE FOREST SERVICE.
 BU1913'
 BU1913'THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
 BU1913'
 BU1913'TO REACH FROM THE INTERSECTION OF U.S. HIGHWAY 84 AND A DIRT CROSS
 BU1913'ROAD, IN BELLEVILLE, GO N ON THE DIRT ROAD, KEEPING RIGHT FORK, FOR
 BU1913'2.0 MILES TO LOOKOUT TOWER ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1345 ***********************************************************************
 BU1345  DESIGNATION -  BELLEVILLE RM 1
 BU1345  PID         -  BU1345
 BU1345  STATE/COUNTY-  AL/CONECUH
 BU1345  USGS QUAD   -  BELLEVILLE (1971)
 BU1345
 BU1345                         *CURRENT SURVEY CONTROL
 BU1345  ___________________________________________________________________
 BU1345* NAD 83(1986)-  31 25 35.     (N)    087 06 32.     (W)     SCALED    
 BU1345* NAVD 88     -       136.321  (meters)     447.25   (feet)  ADJUSTED  
 BU1345  ___________________________________________________________________
 BU1345  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU1345  DYNAMIC HT  -         136.150 (meters)     446.69  (feet)  COMP
 BU1345  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 BU1345
 BU1345  VERT ORDER  -  SECOND    CLASS 0
 BU1345
 BU1345.The horizontal coordinates were scaled from a topographic map and have
 BU1345.an estimated accuracy of +/- 6 seconds.
 BU1345
 BU1345.The orthometric height was determined by differential leveling
 BU1345.and adjusted by the National Geodetic Survey in June 1991..
 BU1345
 BU1345.The geoid height was determined by GEOID03.
 BU1345
 BU1345.The dynamic height is computed by dividing the NAVD 88
 BU1345.geopotential number by the normal gravity value computed on the
 BU1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1345.degrees latitude (g = 980.6199 gals.).
 BU1345
 BU1345.The modeled gravity was interpolated from observed gravity values.
 BU1345
 BU1345;                    North         East    Units  Estimated Accuracy
 BU1345;SPC AL W     -   158,190.      637,180.      MT  (+/- 180 meters Scaled)
 BU1345
 BU1345                          SUPERSEDED SURVEY CONTROL
 BU1345
 BU1345  NGVD 29 (??/??/92)  136.309  (m)          447.21   (f) ADJ UNCH    2 0
 BU1345
 BU1345.Superseded values are not recommended for survey control.
 BU1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1345.See file dsdata.txt to determine how the superseded data were derived.
 BU1345
 BU1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV896768(NAD 83)
 BU1345_MARKER: DR = REFERENCE MARK DISK
 BU1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1345_STAMPING: BELLEVILLE NO 1 1944
 BU1345_MARK LOGO: CGS   
 BU1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1345+STABILITY: SURFACE MOTION
 BU1345
 BU1345  HISTORY     - Date     Condition        Report By
 BU1345  HISTORY     - 1944     MONUMENTED       CGS
 BU1345  HISTORY     - 1951     GOOD             NGS
 BU1345
 BU1345                          STATION DESCRIPTION
 BU1345
 BU1345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1345'IN BELLEVILLE.
 BU1345'AT BELLEVILLE, ABOUT 0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE
 BU1345'INTERSECTION OF U.S. HIGHWAY 84, 42 FEET EAST-NORTHEAST OF THE
 BU1345'NORTHEAST CORNER OF A 1-STORY WHITE HOUSE, 127.95 FEET NORTH-NORTHEAST
 BU1345'OF THE STATION MARK, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 7
 BU1345'1/2 FEET NORTH OF A 10-INCH PECAN TREE, 7 FEET SOUTH-SOUTHWEST OF THE
 BU1345'SOUTHEAST FENCE CORNER OF A PECAN ORCHARD, 2 FEET ABOVE THE ROAD AND
 BU1345'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1346 ***********************************************************************
 BU1346  DESIGNATION -  BELLEVILLE RM 2
 BU1346  PID         -  BU1346
 BU1346  STATE/COUNTY-  AL/CONECUH
 BU1346  USGS QUAD   -  BELLEVILLE (1971)
 BU1346
 BU1346                         *CURRENT SURVEY CONTROL
 BU1346  ___________________________________________________________________
 BU1346* NAD 83(1986)-  31 25 35.     (N)    087 06 32.     (W)     SCALED    
 BU1346* NAVD 88     -       136.292  (meters)     447.15   (feet)  ADJUSTED  
 BU1346  ___________________________________________________________________
 BU1346  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU1346  DYNAMIC HT  -         136.122 (meters)     446.59  (feet)  COMP
 BU1346  MODELED GRAV-     979,386.6   (mgal)                       NAVD 88
 BU1346
 BU1346  VERT ORDER  -  SECOND    CLASS 0
 BU1346
 BU1346.The horizontal coordinates were scaled from a topographic map and have
 BU1346.an estimated accuracy of +/- 6 seconds.
 BU1346
 BU1346.The orthometric height was determined by differential leveling
 BU1346.and adjusted by the National Geodetic Survey in June 1991..
 BU1346
 BU1346.The geoid height was determined by GEOID03.
 BU1346
 BU1346.The dynamic height is computed by dividing the NAVD 88
 BU1346.geopotential number by the normal gravity value computed on the
 BU1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1346.degrees latitude (g = 980.6199 gals.).
 BU1346
 BU1346.The modeled gravity was interpolated from observed gravity values.
 BU1346
 BU1346;                    North         East    Units  Estimated Accuracy
 BU1346;SPC AL W     -   158,190.      637,180.      MT  (+/- 180 meters Scaled)
 BU1346
 BU1346                          SUPERSEDED SURVEY CONTROL
 BU1346
 BU1346  NGVD 29 (??/??/92)  136.280  (m)          447.11   (f) ADJ UNCH    2 0
 BU1346
 BU1346.Superseded values are not recommended for survey control.
 BU1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1346.See file dsdata.txt to determine how the superseded data were derived.
 BU1346
 BU1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV896768(NAD 83)
 BU1346_MARKER: DR = REFERENCE MARK DISK
 BU1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1346_STAMPING: BELLEVILLE NO 2 1944
 BU1346_MARK LOGO: CGS   
 BU1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1346+STABILITY: SURFACE MOTION
 BU1346
 BU1346  HISTORY     - Date     Condition        Report By
 BU1346  HISTORY     - 1944     MONUMENTED       CGS
 BU1346  HISTORY     - 1951     GOOD             NGS
 BU1346
 BU1346                          STATION DESCRIPTION
 BU1346
 BU1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1346'IN BELLEVILLE.
 BU1346'AT BELLEVILLE, ABOUT 0.2 MILE SOUTH ALONG A BLACK TOP ROAD FROM THE
 BU1346'INTERSECTION OF U.S. HIGHWAY 84, AT THE JUNCTION OF A ROAD SOUTHEAST,
 BU1346'45 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 83 FEET EAST
 BU1346'AND ACROSS ROAD FROM AN 18-INCH CHINABERRY TREE, 107 FEET
 BU1346'SOUTH-SOUTHEAST OF A 20-INCH PECAN TREE, 1 1/2 FEET SOUTHWEST OF A
 BU1346'FENCE, ABOUT 3 FEET ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU1346'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2138 ***********************************************************************
 BT2138  DESIGNATION -  BELLWOOD
 BT2138  PID         -  BT2138
 BT2138  STATE/COUNTY-  AL/GENEVA
 BT2138  USGS QUAD   -  BELLWOOD (1981)
 BT2138
 BT2138                         *CURRENT SURVEY CONTROL
 BT2138  ___________________________________________________________________
 BT2138* NAD 83(1992)-  31 11 40.98399(N)    085 48 42.24518(W)     ADJUSTED  
 BT2138* NAVD 88     -        75.8    (meters)     249.     (feet)  VERTCON   
 BT2138  ___________________________________________________________________
 BT2138  X           -     398,829.738 (meters)                     COMP
 BT2138  Y           -  -5,446,298.971 (meters)                     COMP
 BT2138  Z           -   3,284,404.863 (meters)                     COMP
 BT2138  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 BT2138  ELLIP HEIGHT-          48.75  (meters)          (07/29/02) GPS OBS
 BT2138  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT2138
 BT2138  HORZ ORDER  -  FIRST
 BT2138  ELLP ORDER  -  FOURTH    CLASS I
 BT2138
 BT2138.The horizontal coordinates were established by GPS observations
 BT2138.and adjusted by the National Geodetic Survey in December 1992..
 BT2138
 BT2138.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2138.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2138
 BT2138.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2138
 BT2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2138
 BT2138.The ellipsoidal height was determined by GPS observations
 BT2138.and is referenced to NAD 83.
 BT2138
 BT2138.The geoid height was determined by GEOID03.
 BT2138
 BT2138;                    North         East     Units Scale Factor Converg.
 BT2138;SPC AL E     -    77,018.292   202,058.469   MT  0.99996005   +0 00 40.3
 BT2138;UTM  16      - 3,451,789.982   613,211.634   MT  0.99975809   +0 36 55.9
 BT2138
 BT2138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2138!SPC AL E     -   0.99999234  x   0.99996005  =   0.99995240
 BT2138!UTM  16      -   0.99999234  x   0.99975809  =   0.99975044
 BT2138
 BT2138:                Primary Azimuth Mark                     Grid Az
 BT2138:SPC AL E     -  CAMP RUCKER N TANK                       029 54 23.6
 BT2138:UTM  16      -  CAMP RUCKER N TANK                       029 18 08.0
 BT2138
 BT2138|---------------------------------------------------------------------|
 BT2138| PID    Reference Object                     Distance      Geod. Az  |
 BT2138|                                                           dddmmss.s |
 BT2138| BT2126 CAMP RUCKER N TANK                  APPROX.19.3 KM 0295503.9 |
 BT2138| BT2128 CAMP RUCKER S TANK                  APPROX.16.9 KM 0303748.0 |
 BT2138| CY8070 BELLWOOD RM 1                        50.289 METERS 26348     |
 BT2138| CY8069 BELLWOOD AZ MK                                     3291123.5 |
 BT2138| CY8071 BELLWOOD RM 2                       181.646 METERS 34328     |
 BT2138|---------------------------------------------------------------------|
 BT2138
 BT2138                          SUPERSEDED SURVEY CONTROL
 BT2138
 BT2138  ELLIP H (12/04/92)   48.81   (m)                       GP(       ) 4 1
 BT2138  NAD 83(1986)-  31 11 40.99632(N)    085 48 42.24778(W) AD(       ) 1
 BT2138  NAD 27      -  31 11 40.36900(N)    085 48 42.48300(W) AD(       ) 1
 BT2138  NGVD 29 (12/04/92)   75.9    (m)          249.     (f) GPS OBS        
 BT2138
 BT2138.Superseded values are not recommended for survey control.
 BT2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2138.See file dsdata.txt to determine how the superseded data were derived.
 BT2138
 BT2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1321251790(NAD 83)
 BT2138_MARKER: DS = TRIANGULATION STATION DISK
 BT2138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2138_SP_SET: CONCRETE POST
 BT2138_STAMPING: BELLWOOD 1943
 BT2138_MARK LOGO: CGS   
 BT2138_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2138+STABILITY: SURFACE MOTION
 BT2138_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2138+SATELLITE: SATELLITE OBSERVATIONS - January 17, 1991
 BT2138
 BT2138  HISTORY     - Date     Condition        Report By
 BT2138  HISTORY     - 1943     MONUMENTED       CGS
 BT2138  HISTORY     - 1943     GOOD             CGS
 BT2138  HISTORY     - 1966     GOOD             AMS
 BT2138  HISTORY     - 19900416 GOOD             ALHD
 BT2138  HISTORY     - 19910117 GOOD
 BT2138
 BT2138                          STATION DESCRIPTION
 BT2138
 BT2138'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2138'THE STATION IS LOCATED ON THE GROUNDS OF THE NEW HOPE CHURCH
 BT2138'(COLORED) ABOUT 300 YARDS S OF THE GENEVA-COFFEE COUNTY LINE, 8.25
 BT2138'MILES SSE OF ENTERPRISE AND ABOUT 2 MILES NW OF BELLWOOD.  IT IS
 BT2138'146 FEET ESE OF THE CENTER OF THE MAIN ROAD AND 70 FEET NE OF
 BT2138'THE NE CORNER OF THE CHURCH.  IT IS STAMPED BELLWOOD 1943 AND IS
 BT2138'FLUSH WITH THE SURFACE OF THE GROUND.
 BT2138'
 BT2138'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2138'DISKS SET IN CONCRETE.
 BT2138'
 BT2138'REFERENCE MARK NO. 1 IS WSW OF THE STATION, 2 FEET ESE OF THE
 BT2138'FENCE LINE, 20 FEET WNW OF THE CENTER OF THE ROAD.  IT IS STAMPED
 BT2138'BELLWOOD NO. 1 1943 AND PROJECTS 3 INCHES.
 BT2138'
 BT2138'REFERENCE MARK NO. 2 IS NNW OF THE STATION ON THE GENEVA-COFFEE
 BT2138'COUNTY LINE, AT A FENCE CORNER, 2 FEET E OF A 4-INCH BY 4-INCH
 BT2138'CONCRETE POST AND 16 FEET ESE OF THE CENTER OF THE ROAD.  IT IS
 BT2138'STAMPED BELLWOOD NO. 2 1943 AND PROJECTS 4 INCHES.
 BT2138'
 BT2138'THE AZIMUTH MARK IS 0.9 MILE NW OF THE STATION AND ABOUT 0.05
 BT2138'MILE S OF A FARMHOUSE.  IT IS 1 FOOT W OF A FENCE LINE AND 14
 BT2138'FEET E OF THE CENTER OF THE ROAD LEADING TO THE STATION.
 BT2138'
 BT2138'TO REACH THE STATION FROM ENTERPRISE GO S ON U.S. HIGHWAY 27
 BT2138'(GENEVA ROAD) FOR 8.2 MILES TO A DIRT ROAD LEFT, TURN LEFT, E, AND
 BT2138'GO 0.6 MILE TO A CROSSROADS, CONTINUE STRAIGHT AHEAD FOR 1.2
 BT2138'MILES TO THE AZIMUTH MARK ON THE LEFT.  CONTINUE STRAIGHT AHEAD
 BT2138'FOR 0.9 MILE TO THE CHURCH AND THE STATION.
 BT2138'
 BT2138'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT STATION ANTIOCH.
 BT2138'
 BT2138'A 4-FOOT STAND WILL SEE A 100-FOOT LIGHT AT STATION KEYTON.
 BT2138'
 BT2138'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT STATION DALE.
 BT2138'
 BT2138'A 90-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION LYTLE.
 BT2138'
 BT2138'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION COFFEE.
 BT2138'
 BT2138'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION GRIMES.
 BT2138'
 BT2138'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BT2138
 BT2138                          STATION RECOVERY (1943)
 BT2138
 BT2138'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BT2138'RECOVERED IN GOOD CONDITION.
 BT2138
 BT2138                          STATION RECOVERY (1966)
 BT2138
 BT2138'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 BT2138'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BT2138
 BT2138                          STATION RECOVERY (1990)
 BT2138
 BT2138'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 BT2138'THE STATION IS LOCATED IN GENEVA COUNTY ON PROPERTY OWNED BY MR. J. W.
 BT2138'MATHEWS, ABOUT 17.70 KM (11.00 MI) NORTH - NORTHEAST OF GENEVA AND
 BT2138'ABOUT 9.82 EAST - NORTHEAST OF COFFEE SPRINGS.
 BT2138'TO REACH THE STATION FROM THE JUNCTION OF ALA 85, GENEVA COUNTY ROAD
 BT2138'NO. 45, AND GENEVA COUNTY ROAD NO. 64, MILE POST 9.95 ON ALA 85, IN
 BT2138'BELLWOOD, DRIVE WEST ON A PAVED COUNTY ROAD 1.21 KM (0.75 MI) TO THE
 BT2138'END OF PAVEMENT, CONTINUE WEST ON THE GRADED ROAD 1.45 KM (0.90 MI)
 BT2138'TO A GRADED CROSS ROAD, TURN RIGHT ON THE GRADED ROAD AND DRIVE NORTH
 BT2138'0.72 KM (0.45 MI) TO A GRADED ROAD RIGHT, CONTINUE NORTH ON THE
 BT2138'GRADED ROAD 0.16 KM (0.10 MI) TO NEW HOPE MISSIONARY BAPTIST CHURCH
 BT2138'AND THE STATION ON THE RIGHT.
 BT2138'THE STATION IS 10.88 M (35.70 FT) NORTHWEST OF A NIGHT LIGHT POLE,
 BT2138'21.49 M (70.51 FT) NORTH OF THE NORTHEAST CORNER OF THE BRICK CHURCH,
 BT2138'23.20 M (76.12 FT) NORTH - NORTHWEST OF THE NORTHWEST CORNER OF A
 BT2138'BEIGE CONCRETE BLOCK PUMP HOUSE, 31.24 M (102.49 FT) NORTHEAST OF THE
 BT2138'NORTHWEST CORNER OF THE BRICK CHURCH, 45.42 M (149.02 FT) EAST OF THE
 BT2138'CENTER OF THE GRADED ROAD, 0.30 M (0.98 FT) SOUTH OF A CARSONITE
 BT2138'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2138'STATION 31 - 9 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2138
 BT2138                          STATION RECOVERY (1991)
 BT2138
 BT2138'RECOVERED 1991
 BT2138'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3120 ***********************************************************************
 BH3120  DESIGNATION -  BENEFIELD
 BH3120  PID         -  BH3120
 BH3120  STATE/COUNTY-  AL/MOBILE
 BH3120  USGS QUAD   -  HOLLINGERS ISLAND (1982)
 BH3120
 BH3120                         *CURRENT SURVEY CONTROL
 BH3120  ___________________________________________________________________
 BH3120* NAD 83(1992)-  30 30 30.85762(N)    088 06 04.37756(W)     ADJUSTED  
 BH3120* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH3120  ___________________________________________________________________
 BH3120  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BH3120  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BH3120
 BH3120  HORZ ORDER  -  THIRD
 BH3120
 BH3120.The horizontal coordinates were established by classical geodetic methods
 BH3120.and adjusted by the National Geodetic Survey in December 1992..
 BH3120
 BH3120.The orthometric height was scaled from a topographic map.
 BH3120
 BH3120.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3120
 BH3120.The geoid height was determined by GEOID03.
 BH3120
 BH3120;                    North         East     Units Scale Factor Converg.
 BH3120;SPC AL W     -    56,528.538   542,292.302   MT  0.99997440   -0 18 18.8
 BH3120;UTM  16      - 3,375,656.940   394,332.823   MT  0.99973774   -0 33 32.8
 BH3120
 BH3120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3120!SPC AL W     -   1.00000430  x   0.99997440  =   0.99997870
 BH3120!UTM  16      -   1.00000430  x   0.99973774  =   0.99974204
 BH3120
 BH3120                          SUPERSEDED SURVEY CONTROL
 BH3120
 BH3120  NAD 83(1986)-  30 30 30.88110(N)    088 06 04.38405(W) AD(       ) 4
 BH3120
 BH3120.Superseded values are not recommended for survey control.
 BH3120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3120.See file dsdata.txt to determine how the superseded data were derived.
 BH3120
 BH3120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9433375657(NAD 83)
 BH3120_MARKER: DD = SURVEY DISK
 BH3120_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH3120_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH3120
 BH3120  HISTORY     - Date     Condition        Report By
 BH3120  HISTORY     - 1984     MONUMENTED       NOS
 BH3120
 BH3120                          STATION DESCRIPTION
 BH3120
 BH3120'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BH3120'STATION IS LOCATED ON THE W SHORE OF MOBILE BAY, BETWEEN THE MIDDLE
 BH3120'FORK DEER RIVER AND THE VILLAGE OF BELLEFONTAINE ON PROPERTY OWNED
 BH3120'BY MR. BENEFIELD.
 BH3120'
 BH3120'TO REACH THE STATION FROM THE AL 193 BRIDGE OVER MIDDLE FORK DEER
 BH3120'RIVER, GO S ON AL 193 FOR 3.5 KM (2.2 MI) TO THE JUNCTION WITH
 BH3120'LAURENDINE ROAD.  TURN LEFT AND GO E ON LAURENDINE ROAD FOR 1.3 KM
 BH3120'(0.8 MI) TO ITS END AT DAUPHIN ISLE PARKWAY.  TURN LEFT AND GO N
 BH3120'ON DAUPHIN ISLE PARKWAY (AL 163) FOR 1.0 KM (0.65 MI) TO THE
 BH3120'JUNCTION WITH BEACH AVENUE ON THE RIGHT.  TURN RIGHT ON BEACH
 BH3120'AVENUE AND GO E 0.4 KM (0.25 MI) TO ITS END.  TURN RIGHT INTO A
 BH3120'GRAVEL DRIVEWAY OF THE BENEFIELD RESIDENCE AND FOLLOW IT TO THE
 BH3120'HOUSE AND THE STATION IN THE NE CORNER OF THE PROPERTY.
 BH3120'
 BH3120'STATION IS A STANDARD NOS ALUMINUM DISK STAMPED---BENEFIELD
 BH3120'1984---, SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 20 CM IN DIA
 BH3120'SET FLUSH WITH THE GROUND.  IT IS LOCATED 4.9 M (16.08 FT) W FROM
 BH3120'THE S END OF A CRUMBLING WOODEN BULKHEAD CORNER, 4.05 M (13.28 FT)
 BH3120'SW FROM THE CENTER OF A LONE PINE TREE, AND 3.2 M (10.5 FT) S FROM
 BH3120'THE N PROPERTY LINE.
 BH3120'
 BH3120'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BH3120'
 BH3120'DESCRIBED BY JOHN DANIEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4092 ***********************************************************************
 BG4092  DESIGNATION -  BENTON
 BG4092  PID         -  BG4092
 BG4092  STATE/COUNTY-  AL/BALDWIN
 BG4092  USGS QUAD   -  BON SECOUR BAY (1985)
 BG4092
 BG4092                         *CURRENT SURVEY CONTROL
 BG4092  ___________________________________________________________________
 BG4092* NAD 83(1992)-  30 21 02.09333(N)    087 47 04.40302(W)     ADJUSTED  
 BG4092* NAVD 88     -        11.58   (+/-2cm)      38.0    (feet)  VERTCON   
 BG4092  ___________________________________________________________________
 BG4092  LAPLACE CORR-           1.06  (seconds)                    DEFLEC99
 BG4092  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BG4092
 BG4092  HORZ ORDER  -  THIRD
 BG4092  VERT ORDER  -  THIRD ? (See Below)
 BG4092
 BG4092.The horizontal coordinates were established by classical geodetic methods
 BG4092.and adjusted by the National Geodetic Survey in December 1992..
 BG4092
 BG4092.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4092.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4092.The vertical order pertains to the NGVD 29 superseded value.
 BG4092
 BG4092.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4092
 BG4092.The geoid height was determined by GEOID03.
 BG4092
 BG4092;                    North         East     Units Scale Factor Converg.
 BG4092;SPC AL W     -    38,895.587   572,642.999   MT  0.99994256   -0 08 37.6
 BG4092;UTM  16      - 3,357,894.523   424,597.574   MT  0.99967014   -0 23 47.2
 BG4092
 BG4092!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4092!SPC AL W     -   1.00000255  x   0.99994256  =   0.99994511
 BG4092!UTM  16      -   1.00000255  x   0.99967014  =   0.99967269
 BG4092
 BG4092|---------------------------------------------------------------------|
 BG4092| PID    Reference Object                     Distance      Geod. Az  |
 BG4092|                                                           dddmmss.s |
 BG4092| DD7543 BENTON RM 3                          16.609 METERS 09604     |
 BG4092| DD7541 BENTON RM 1                          39.929 METERS 12001     |
 BG4092| DD7542 BENTON RM 2                          44.406 METERS 19734     |
 BG4092| BG4105 BENTON AZ MK 2                      APPROX. 0.6 KM 3404241.6 |
 BG4092| DD7540 BENTON AZ MK                                       3540335.5 |
 BG4092| DD7544 BENTON RM 4                          15.257 METERS 35611     |
 BG4092|---------------------------------------------------------------------|
 BG4092
 BG4092                          SUPERSEDED SURVEY CONTROL
 BG4092
 BG4092  NAD 83(1986)-  30 21 02.11593(N)    087 47 04.40901(W) AD(       ) 3
 BG4092  NAD 27      -  30 21 01.39800(N)    087 47 04.44600(W) AD(       ) 3
 BG4092  NGVD 29 (07/19/86)   11.59   (m)           38.0    (f) LEVELING    3  
 BG4092
 BG4092.Superseded values are not recommended for survey control.
 BG4092.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4092.See file dsdata.txt to determine how the superseded data were derived.
 BG4092
 BG4092_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2459857895(NAD 83)
 BG4092_MARKER: DS = TRIANGULATION STATION DISK
 BG4092_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4092
 BG4092  HISTORY     - Date     Condition        Report By
 BG4092  HISTORY     - 1935     MONUMENTED       CGS
 BG4092  HISTORY     - 1959     GOOD             CGS
 BG4092  HISTORY     - 1976     GOOD             NGS
 BG4092
 BG4092                          STATION DESCRIPTION
 BG4092
 BG4092'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BG4092'A SECOND-ORDER STATION ON THE N SIDE OF BON SECOURS BAY ABOUT 1.5
 BG4092'MILES FROM THE SHORE, ABOUT MIDWAY BETWEEN OYSTER BAY AND WEEKS BAY.
 BG4092'
 BG4092'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BG4092'BRONZE DISKS SET IN CONCRETE.
 BG4092'
 BG4092'THE STATION MARK IS IN A FIELD OWNED BY A. BENTON, ABOUT 100 METERS N
 BG4092'OF HIS HOUSE, ABOUT 16 METERS E OF THE CENTER LINE OF THE ROAD, AND
 BG4092'PROJECTS ABOUT 4 INCHES.
 BG4092'
 BG4092'REFERENCE MARK NO. 1 IS SE OF THE STATION ON A FENCE LINE THAT IS
 BG4092'PERPENDICULAR TO THE ROAD, ABOUT 48 METERS E OF THE CENTER LINE OF
 BG4092'THE ROAD AND PROJECTS ABOUT 4 INCHES.
 BG4092'
 BG4092'REFERENCE MARK NO. 2 IS S OF THE STATION ON THE FENCE LINE
 BG4092'PARALLELING THE ROAD, ABOUT 4 METERS E OF THE CENTER LINE OF THE
 BG4092'ROAD, AND PROJECTS ABOUT 4 INCHES.
 BG4092'
 BG4092'THE AZIMUTH MARK IS ABOUT 240 METERS N OF THE STATION, ABOUT 8 METERS
 BG4092'W OF THE CENTER LINE OF THE ROAD.
 BG4092'
 BG4092'TO REACH FROM FOLEY, GO 1 MILE W ON THE YUPON ROAD, TURN LEFT AT
 BG4092'CROSS ROAD AND GO 1.1 MILES TO CROSS ROAD, TURN RIGHT AND GO 1.0 MILE
 BG4092'TO CROSS ROAD, TURN LEFT AND GO 2.5 MILES TO CROSS ROAD, TURN
 BG4092'RIGHT AND GO 4.1 MILES TO CROSS ROAD, TURN LEFT AND GO 0.35 MILE TO
 BG4092'STATION.
 BG4092
 BG4092                          STATION RECOVERY (1959)
 BG4092
 BG4092'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4092'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.  THE AZIMUTH
 BG4092'MARK WAS FOUND KNOCKED OUT AND LYING BESIDE THE ROAD.  THE DISTANCE
 BG4092'TO THE REFERENCE MARKS WERE VERIFIED.  REVISED DESCRIPTION FOLLOWS.
 BG4092'
 BG4092'LOCATED ON THE NORTH SIDE OF BON SECOUR BAY ABOUT 1.5 MILES NORTHEAST
 BG4092'OF THE SHORE, ABOUT MIDWAY BETWEEN OYSTER BAY AND WEEKS BAY.  THE
 BG4092'STATION MARK IS IN A FIELD OWNED BY A. BENTON ABOUT 350 FEET NORTH
 BG4092'OF HIS HOUSE, ABOUT 275 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 BG4092'THE BARN, 116 FEET WEST OF A 14 INCH PECAN TREE AT THE SOUTH
 BG4092'CORNER OF AN ORCHARD AND 64 FEET EAST OF THE CENTERLINE OF THE ROAD.
 BG4092'A STANDARD DISK STAMPED BENTON 1935 IN TOP OF A 10 INCH SQUARE
 BG4092'CONCRETE MONUMENT PROJECTING 3 INCHES ABOVE THE GROUND.
 BG4092'
 BG4092'R M 1 IS SOUTHEAST OF THE STATION, 59.5 FEET SOUTH OF THE SOUTHWEST
 BG4092'CORNER 14 INCH PECAN TREE AND 150.0 FEET NORTHWEST OF THE NORTHWEST
 BG4092'CORNER OF THE BARN.  A STANDARD DISK STAMPED BENTON NO 1 1935 IN
 BG4092'TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 6 INCHES ABOVE
 BG4092'THE GROUND.
 BG4092'
 BG4092'RM 2 IS SOUTH OF THE STATION 50.0 FEET NORTH OF THE DRIVEWAY TO THE
 BG4092'BARN, 19.0 FEET EAST OF THE CENTERLINE OF THE ROAD AND 11.0 FEET
 BG4092'NORTH OF A TELEPHONE LINE POLE.  A STANDARD DISK STAMPED BENTON NO 2
 BG4092'1935 IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES
 BG4092'ABOVE THE GROUND.
 BG4092'
 BG4092'THE TO REACH PART OF THE 1935 DESCRIPTION IS STILL GOOD.
 BG4092
 BG4092                          STATION RECOVERY (1976)
 BG4092
 BG4092'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BG4092'THE STATION MARK AND REFERENCE MARK 1 WERE RECOVERED AND FOUND IN
 BG4092'GOOD CONDITION.  REFERENCE MARK 2 WAS NOT RECOVERED AND APPEARS TO
 BG4092'HAVE BEEN DESTROYED BY ROAD CONSTRUCTION.  THE LAND IS STILL OWNED
 BG4092'BY MR. A. BENTON WHO STILL LIVES JUST SE OF THE STATION.  PART OF
 BG4092'DISK IS GONE FROM R. M. 1 BUT CENTER OF SHANK WOULD BE ALRIGHT FOR
 BG4092'REFERENCE POINT.  STATION MARK IS 8 FEET NE OF THE THIRD
 BG4092'PECAN TREE FROM THE SOUTH IN THE FIRST ROW EAST OF THE ROAD.
 BG4092'
 BG4092'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 98 AND STATE HIGHWAY 59
 BG4092'IN FOLEY, GO SOUTH ON HIGHWAY 59 FOR 3.5 MILES TO CROSSROAD.  TURN
 BG4092'RIGHT AND GO WEST ON PAVED ROAD FOR 6.0 MILES TO PAVED ROAD LEFT.
 BG4092'TURN LEFT, SOUTH, FOR 0.35 MILE TO STATION ON THE LEFT.
 BG4092'
 BG4092'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SW OF
 BG4092'FOLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3630 ***********************************************************************
 DG3630  DESIGNATION -  BERA
 DG3630  PID         -  DG3630
 DG3630  STATE/COUNTY-  AL/CALHOUN
 DG3630  USGS QUAD   -  EULATON (1972)
 DG3630
 DG3630                         *CURRENT SURVEY CONTROL
 DG3630  ___________________________________________________________________
 DG3630* NAD 83(1992)-  33 39 59.11525(N)    085 56 14.50841(W)     ADJUSTED  
 DG3630* NAVD 88     -       253.     (meters)     830.     (feet)  SCALED    
 DG3630  ___________________________________________________________________
 DG3630  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 DG3630  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG3630
 DG3630  HORZ ORDER  -  FIRST
 DG3630
 DG3630.The horizontal coordinates were established by classical geodetic methods
 DG3630.and adjusted by the National Geodetic Survey in December 1992..
 DG3630
 DG3630.The orthometric height was scaled from a topographic map.
 DG3630
 DG3630.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3630
 DG3630.The geoid height was determined by GEOID03.
 DG3630
 DG3630;                    North         East     Units Scale Factor Converg.
 DG3630;SPC AL E     -   351,110.134   190,352.180   MT  0.99996115   -0 03 27.6
 DG3630;UTM  16      - 3,725,676.868   598,516.299   MT  0.99971965   +0 35 20.9
 DG3630
 DG3630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3630!SPC AL E     -   0.99996479  x   0.99996115  =   0.99992594
 DG3630!UTM  16      -   0.99996479  x   0.99971965  =   0.99968445
 DG3630
 DG3630:                Primary Azimuth Mark                     Grid Az
 DG3630:SPC AL E     -  BERA AZ MK                               241 16 09.7
 DG3630:UTM  16      -  BERA AZ MK                               240 37 21.2
 DG3630
 DG3630|---------------------------------------------------------------------|
 DG3630| PID    Reference Object                     Distance      Geod. Az  |
 DG3630|                                                           dddmmss.s |
 DG3630| CZ2828 BERA AZ MK                                         2411242.1 |
 DG3630| DG3633 BEASLEY                             APPROX.11.0 KM 3543205.3 |
 DG3630|---------------------------------------------------------------------|
 DG3630
 DG3630                          SUPERSEDED SURVEY CONTROL
 DG3630
 DG3630  NAD 83(1986)-  33 39 59.12101(N)    085 56 14.50253(W) AD(       ) 1
 DG3630  NAD 27      -  33 39 58.75300(N)    085 56 14.61800(W) AD(       ) 1
 DG3630
 DG3630.Superseded values are not recommended for survey control.
 DG3630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3630.See file dsdata.txt to determine how the superseded data were derived.
 DG3630
 DG3630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9851625677(NAD 83)
 DG3630_MARKER: DS = TRIANGULATION STATION DISK
 DG3630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3630_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3630
 DG3630  HISTORY     - Date     Condition        Report By
 DG3630  HISTORY     - 1941     MONUMENTED       CGS
 DG3630  HISTORY     - 1952     GOOD             CGS
 DG3630  HISTORY     - 1957     GOOD             CGS
 DG3630  HISTORY     - 1981     GOOD             NGS
 DG3630
 DG3630                          STATION DESCRIPTION
 DG3630
 DG3630'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3630'THE STATION IS LOCATED ABOUT 5 MILES WEST OF ANNISTON ON THE
 DG3630'GOVERNMENT RESERVATION.  IT IS ABOUT 100 YARDS WEST OF A
 DG3630'SCHOOLHOUSE AND IS ON THE HIGHEST POINT OF THE HILL.  IT PROJECTS
 DG3630'ABOUT 6 INCHES, AND THE DISK IS STAMPED BERA 1941.
 DG3630'
 DG3630'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DG3630'BRONZE DISKS SET IN CONCRETE.
 DG3630'
 DG3630'THE AZIMUTH MARK IS ABOUT 1 MILE WEST-SOUTHWEST OF THE STATION
 DG3630'AND IS 15 FEET EAST OF THE CENTER OF THE ROAD.  IT PROJECTS ABOUT
 DG3630'6 INCHES, AND THE DISK IS STAMPED BERA 1941.  TO REACH THE
 DG3630'AZIMUTH MARK FROM IN FRONT OF THE SCHOOLHOUSE, TAKE THE RIGHT-HAND
 DG3630'ROAD AND GO 0.4 MILE TO A FORK, TURN RIGHT AND FOLLOW MAIN
 DG3630'ROAD 1.0 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 DG3630'
 DG3630'REFERENCE MARK NO. 1 IS NORTH-NORTHEAST OF THE STATION, ABOUT
 DG3630'2 FEET LOWER THAN THE STATION, PROJECTS ABOUT 6 INCHES, AND THE
 DG3630'DISK IS STAMPED BERA NO. 1 1941.
 DG3630'
 DG3630'REFERENCE MARK NO. 2 IS WEST-NORTHWEST OF THE STATION, ABOUT
 DG3630'THE SAME ELEVATION AS THE STATION, PROJECTS ABOUT 4 INCHES
 DG3630'ABOVE THE GROUND, AND THE DISK IS STAMPED BERA NO. 2 1941.
 DG3630'
 DG3630'TO REACH THE STATION FROM THE INTERSECTION OF 10TH STREET AND NOBLE
 DG3630'STREET IN ANNISTON, GO WEST ON U.S. HIGHWAY NO. 78 FOR 1.35
 DG3630'MILES TO WHERE THE HIGHWAY TURNS TO THE LEFT, LEAVE THE MAIN
 DG3630'HIGHWAY HERE AND TURN RIGHT ACROSS THE RAILROAD TRACKS AND GO
 DG3630'0.15 MILE, THEN TURN LEFT AND FOLLOW THE MAIN ROAD FOR 2.9 MILES
 DG3630'TO A SIDE ROAD LEADING TO THE RIGHT, TURN RIGHT AND FOLLOW MAIN
 DG3630'ROAD FOR 0.8 MILE TO A FORK, TAKE THE RIGHT FORK AND GO 1.45
 DG3630'MILES TO AN OLD SCHOOLHOUSE ON THE LEFT.  HERE LEAVE THE ROAD
 DG3630'AND GO WEST PAST THE SOUTH END OF THE SCHOOLHOUSE FOR ABOUT 100
 DG3630'YARDS TO THE STATION.
 DG3630'
 DG3630'STATIONS BLUE MTN. AND COLDWATER WILL SEE FROM THE GROUND, BUT
 DG3630'A 90 FOOT TOWER IS NEEDED TO GIVE PROPER CLEARANCE ON ALL
 DG3630'OTHER LINES.
 DG3630'
 DG3630'HEIGHT OF LIGHT ABOVE STATION MARK - 31 METERS.
 DG3630
 DG3630                          STATION RECOVERY (1952)
 DG3630
 DG3630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (AMS)
 DG3630'STATION RECOVERED AS DESCRIBED.  BOTH REFERENCE MARKS DESTROYED.
 DG3630
 DG3630                          STATION RECOVERY (1957)
 DG3630
 DG3630'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 DG3630'STATION AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD CONDITION.
 DG3630'
 DG3630'DESCRIPTION ADEQUATE AND CORRECT EXCEPT FOR THE FOLLOWING- TO
 DG3630'REACH DESCRIPTION FOR STATION CAN NOT BE USED, STATION IS
 DG3630'LOCATED IN A RESTRICTED AREA OF THE ANNISTON ORDNANCE DEPOT AND
 DG3630'CAN NOT BE REACHED WITHOUT FIRST PASSING THROUGH GUARDED GATES
 DG3630'AND ANYONE ENTERING THE AREA MUST BE ESCORTED BY A GUARD OR
 DG3630'DESIGNATED EMPLOYEE OF THE DEPOT, REFERENCE MARK NO. 1 WAS
 DG3630'PROBABLY LOST DURING CONSTRUCTION OF AN AMUNITION STORAGE
 DG3630'IGLOO.
 DG3630'
 DG3630'STATION IS LOCATED 105 FEET SOUTH OF THE NORTHWEST CORNER OF
 DG3630'CONCRETE WALL OF NORTH END OF IGLOO, NO. 403 IN AREA, 70.0 FEET
 DG3630'SOUTH-SOUTHWEST OF THE VENTILATOR ON IGLOO NO. 403 AT THE SOUTH
 DG3630'EDGE OF CLEARING.
 DG3630
 DG3630                          STATION RECOVERY (1981)
 DG3630
 DG3630'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DG3630'THE STATION MARK AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD
 DG3630'CONDITION.  REFERENCE MARK NO 1 WAS FOUND DESTROYED.  THE AZIMTH MARK
 DG3630'WAS NOT FOUND AND WOULD NOT BE VISIBLE FROM STATION.  A NEW REFERENCE
 DG3630'MARK NO 3 WAS ESTABLISHED AT THIS DATE.  NO LOCATION AVAILABLE FOR
 DG3630'NEW AZIMUTH MARK OR LONG REFERENCE MARK DUE TO WOODS.  A NEW
 DG3630'DESCRIPTION FOLLOWS.
 DG3630'
 DG3630'STATION IS LOCATED ABOUT 8.05 KM (5 MILES) WEST OF ANNISTON, IN A
 DG3630'RESTRICTED AREA OF THE ANNISTON ORDNANCE DEPOT AND STATION CAN NOT BE
 DG3630'REACHED WITHOUT FIRST PASSING THROUGH GUARDED GATE AND MUST BE
 DG3630'ESCROTED TO STATION SITE AT AMUNITION STORAGE IGLOO NO C-403.
 DG3630'
 DG3630'STATION IS A STANDARD CGS DISK, STAMPED---BERA 1941---SET IN TOP OF A
 DG3630'SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT IS 32.00 M (105 FEET)
 DG3630'SOUTH OF THE NORTHWEST CORNER OF CONCRETE WALL ON NORTH END OF IGLOO,
 DG3630'21.55 M (70.7 FEET) SOUTH-SOUTHWEST OF CENTER OF VENTILATOR ON TOP OF
 DG3630'SOUTH END OF IGLOO, AT SOUTH EDGE OF CLEARING AROUND IGLOO NO. C-403
 DG3630'AND 0.33 M (1 FOOT) SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 DG3630'
 DG3630'REFERENCE MARK NO 2 IS A STANDARD CGS DISK, STAMPED---BERA 1941 NO
 DG3630'2---SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT IS
 DG3630'IN WOODS 36.12 M (118.5 FEET) WEST-SOUTHWEST OF NORTHWEST CONCRETE
 DG3630'CORNER IGLOO, 42.98 M (141 FEET) WEST OF CENTER OF VENTILATOR ON TOP
 DG3630'OF SOUTH END OF IGLOO.
 DG3630'
 DG3630'REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED---BERA 1941 NO 3
 DG3630'1981---SET IN TOP OF A ROUND CONCRETE POST, PROJECTING 1 INCH.  IT IS
 DG3630'34.75 M (114 FEET) SOUTH-SOUTHWEST OF CENTER OF VENTILATOR ON SOUTH
 DG3630'END OF IGLO, 3.41 M (11.2 FEET) SOUTH-SOUTHWEST OF A 6-INCH TRIANGLE
 DG3630'BLAZED HICKORY TREE AND 16.40 M (53.8 FEET) SOUTH OF METAL WITNESS
 DG3630'POST AND SIGN AND IN WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2649 ***********************************************************************
 DH2649  DESIGNATION -  BERRY
 DH2649  PID         -  DH2649
 DH2649  STATE/COUNTY-  AL/FAYETTE
 DH2649  USGS QUAD   -  BERRY (1983)
 DH2649
 DH2649                         *CURRENT SURVEY CONTROL
 DH2649  ___________________________________________________________________
 DH2649* NAD 83(1992)-  33 39 50.79872(N)    087 36 49.44519(W)     ADJUSTED  
 DH2649* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 DH2649  ___________________________________________________________________
 DH2649  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DH2649  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DH2649
 DH2649  HORZ ORDER  -  THIRD
 DH2649
 DH2649.The horizontal coordinates were established by classical geodetic methods
 DH2649.and adjusted by the National Geodetic Survey in December 1992..
 DH2649
 DH2649.The orthometric height was scaled from a topographic map.
 DH2649
 DH2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2649
 DH2649.The geoid height was determined by GEOID03.
 DH2649
 DH2649;                    North         East     Units Scale Factor Converg.
 DH2649;SPC AL W     -   406,270.142   589,452.162   MT  0.99993470   -0 03 47.0
 DH2649;UTM  16      - 3,725,083.192   443,100.397   MT  0.99963991   -0 20 24.8
 DH2649
 DH2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2649!SPC AL W     -   0.99997565  x   0.99993470  =   0.99991035
 DH2649!UTM  16      -   0.99997565  x   0.99963991  =   0.99961557
 DH2649
 DH2649|---------------------------------------------------------------------|
 DH2649| PID    Reference Object                     Distance      Geod. Az  |
 DH2649|                                                           dddmmss.s |
 DH2649| CF9431 BERRY RM 1                            6.048 METERS 06640     |
 DH2649| CF9435 BERRY MUNICIPAL WATER TANK                         1064730.8 |
 DH2649| CF9430 BERRY AZ MK                                        1191431.0 |
 DH2649| CF9432 BERRY RM 2                            6.989 METERS 15307     |
 DH2649| DH2648 BERRY 2                              17.929 METERS 34343     |
 DH2649|---------------------------------------------------------------------|
 DH2649
 DH2649                          SUPERSEDED SURVEY CONTROL
 DH2649
 DH2649  NAD 83(1986)-  33 39 50.80391(N)    087 36 49.44332(W) AD(       ) 3
 DH2649  NAD 27      -  33 39 50.40500(N)    087 36 49.41300(W) AD(       ) 3
 DH2649
 DH2649.Superseded values are not recommended for survey control.
 DH2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2649.See file dsdata.txt to determine how the superseded data were derived.
 DH2649
 DH2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4310025083(NAD 83)
 DH2649_MARKER: DS = TRIANGULATION STATION DISK
 DH2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2649_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2649
 DH2649  HISTORY     - Date     Condition        Report By
 DH2649  HISTORY     - 1950     MONUMENTED       CGS
 DH2649  HISTORY     - 1966     GOOD             USGS
 DH2649  HISTORY     - 1966     GOOD             CGS
 DH2649
 DH2649                          STATION DESCRIPTION
 DH2649
 DH2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2649'STATION IS LOCATED ON A TIMBERED HILL ABOUT 0.7 MILE WEST OF
 DH2649'BERRY, 63 FEET EAST OF A GRAVEL PIT, 8.6 FEET NORTHWEST OF A
 DH2649'TRIANGULAR-BLAZED, 6-INCH PINE TREE, AND 8 FEET SOUTH OF A
 DH2649'WITNESS POST.
 DH2649'
 DH2649'TO REACH FROM THE TRAFFIC LIGHT IN BERRY, GO EAST ON STATE
 DH2649'HIGHWAY 18 FOR 0.1 MILE TO A RAILROAD TRACK, CONTINUE FOR 50
 DH2649'FEET TO A SIDE STREET LEFT, TURN LEFT AND GO 0.2 MILE TO A FORK,
 DH2649'BEAR LEFT AND GO 0.2 MILE TO A FORK, BEAR RIGHT AND GO 0.2 MILE
 DH2649'TO A T-ROAD, TURN RIGHT AND GO 0.1 MILE TO THE AZIMUTH MARK ON
 DH2649'THE LEFT, CONTINUE 0.2 MILE TO A SIDE ROAD LEFT, TURN LEFT AND
 DH2649'GO 0.1 MILE, TURN RIGHT, LEAVING ROAD, AND GO UP THROUGH WOODS
 DH2649'FOR 0.1 MILE TO TOP OF HILL AND STATION.
 DH2649'
 DH2649'REFERENCE MARK NO. 1 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DH2649'BERRY NO 1 1950.
 DH2649'
 DH2649'REFERENCE MARK NO. 2 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 DH2649'BERRY NO 2 1950.
 DH2649'
 DH2649'AZIMUTH MARK IS 20 FEET WEST OF A GRAVELED ROAD AND 3 FEET
 DH2649'NORTH OF A WITNESS POST.  THE MARK PROJECTS 2 INCHES, AND THE
 DH2649'DISK IS STAMPED BERRY 1950.
 DH2649'
 DH2649'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DH2649'CYLINDERS.
 DH2649'
 DH2649'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METERS.
 DH2649
 DH2649                          STATION RECOVERY (1966)
 DH2649
 DH2649'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966 (HK)
 DH2649'STATION FOUND IN GOOD CONDITION.  RM 1 IS OKAY.  RM 2 HAS BEEN
 DH2649'DESTROYED.  ERODED DOWN INTO GRAVEL PIT.  AZ. MK. NOT FOUND.
 DH2649'STA. IS LOCATED ON SOUTH POINT OF GRAVEL BANK.  STATION COULD BE
 DH2649'DESTROYED IN NEAR FUTURE BY WORK IN PIT.
 DH2649
 DH2649                          STATION RECOVERY (1966)
 DH2649
 DH2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 DH2649'THE STATION WAS VISITED 7-28-66 AND THE STATION MARK, AND
 DH2649'REFERENCE MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE
 DH2649'MARK NO. 2 AND THE AZIMUTH MARK WERE DESTROYED PRIOR TO THIS
 DH2649'DATE.  THE STATION MARK IS AT THE EDGE OF A GRAVEL PIT AND
 DH2649'IN DANGER OF BEING DESTROYED, THEREFORE IT WAS MOVED AT THIS
 DH2649'DATE BY ESTABLISHING AN NEW STATION BERRY 2 1966 WITH R.M. NO.
 DH2649'3 AND NO. 4.  THE BERRY MUNICIPAL WATER TANK WAS CUT IN AS THE
 DH2649'AZIMUTH FOR THE NEW STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2648 ***********************************************************************
 DH2648  DESIGNATION -  BERRY 2
 DH2648  PID         -  DH2648
 DH2648  STATE/COUNTY-  AL/FAYETTE
 DH2648  USGS QUAD   -  BERRY (1983)
 DH2648
 DH2648                         *CURRENT SURVEY CONTROL
 DH2648  ___________________________________________________________________
 DH2648* NAD 83(1992)-  33 39 51.35730(N)    087 36 49.64031(W)     ADJUSTED  
 DH2648* NAVD 88     -       183.     (meters)     600.     (feet)  SCALED    
 DH2648  ___________________________________________________________________
 DH2648  LAPLACE CORR-          -0.01  (seconds)                    DEFLEC99
 DH2648  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DH2648
 DH2648  HORZ ORDER  -  THIRD
 DH2648
 DH2648.The horizontal coordinates were established by classical geodetic methods
 DH2648.and adjusted by the National Geodetic Survey in December 1992..
 DH2648.No horizontal observational check was made to the station.
 DH2648
 DH2648.The orthometric height was scaled from a topographic map.
 DH2648
 DH2648.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2648
 DH2648.The geoid height was determined by GEOID03.
 DH2648
 DH2648;                    North         East     Units Scale Factor Converg.
 DH2648;SPC AL W     -   406,287.356   589,447.154   MT  0.99993471   -0 03 47.1
 DH2648;UTM  16      - 3,725,100.426   443,095.475   MT  0.99963992   -0 20 24.9
 DH2648
 DH2648!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2648!SPC AL W     -   0.99997565  x   0.99993471  =   0.99991036
 DH2648!UTM  16      -   0.99997565  x   0.99963992  =   0.99961558
 DH2648
 DH2648|---------------------------------------------------------------------|
 DH2648| PID    Reference Object                     Distance      Geod. Az  |
 DH2648|                                                           dddmmss.s |
 DH2648| CF9434 BERRY 2 RM 4                          5.928 METERS 02944     |
 DH2648| CF9435 BERRY MUNICIPAL WATER TANK                         1073252.0 |
 DH2648| DH2649 BERRY                                17.929 METERS 16343     |
 DH2648| CF9433 BERRY 2 RM 3                          5.950 METERS 25350     |
 DH2648|---------------------------------------------------------------------|
 DH2648
 DH2648                          SUPERSEDED SURVEY CONTROL
 DH2648
 DH2648  NAD 83(1986)-  33 39 51.36249(N)    087 36 49.63843(W) AD(       ) 3
 DH2648  NAD 27      -  33 39 50.96400(N)    087 36 49.60800(W) AD(       ) 3
 DH2648
 DH2648.Superseded values are not recommended for survey control.
 DH2648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2648.See file dsdata.txt to determine how the superseded data were derived.
 DH2648
 DH2648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4309525100(NAD 83)
 DH2648_MARKER: DS = TRIANGULATION STATION DISK
 DH2648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2648_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2648
 DH2648  HISTORY     - Date     Condition        Report By
 DH2648  HISTORY     - 1966     MONUMENTED       CGS
 DH2648
 DH2648                          STATION DESCRIPTION
 DH2648
 DH2648'DESCRIBED BY COAST AND GEODETIC SURVEY 1966 (AKH)
 DH2648'THE STATION IS LOCATED ABOUT 0.7 MILE WEST OF BERRY ON A HILL WHICH
 DH2648'IS LOCALLY KNOWN AS THE GRAVEL PIT, ON LAND OWNED BY MR. GAY,
 DH2648'ON THE TOP OF A RIDGE IN THE NORTH END OF THE GRAVEL PIT, NEAR
 DH2648'THE PROPERTY LINE OF MR. GAYS PROPERTY TO THE SOUTH.  IT IS
 DH2648'17 FEET EAST OF THE WEST BANK, 25 FEET SOUTH OF THE NORTH BANK
 DH2648'AND 1 FOOT NORTH OF A METAL WITNESS POST.  THIS POINT IS ABOUT
 DH2648'40 FEET ABOVE THE SURROUNDING AREA.  IT IS A STANDARD DISK SET
 DH2648'IN THE TOP OF A CONCRETE FILLED STOVEPIPE, STAMPED BERRY 2
 DH2648'1966, THE UNDERGROUND MARK IS SET IN A MASS OF CONCRETE.
 DH2648'
 DH2648'REFERENCE MARK NO. 3 IS 19.52 FEET WEST-SOUTHWEST OF THE STATION,
 DH2648'10 FEET EAST OF THE WEST BANK OF THE RIDGE PROJECTING ABOVE THE
 DH2648'GRAVEL PIT AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 DH2648'STANDARD DISK SET IN THE TOP OF A CONCRETE FILLED LENGTH OF
 DH2648'STOVEPIPE.  IT IS STAMPED BERRY 2 NO 3 1966 AND PROJECTS 4
 DH2648'INCHES.
 DH2648'
 DH2648'REFERENCE MARK NO. 4 IS 19.45 FEET NORTH OF THE STATION, 12 FEET
 DH2648'EAST OF THE WEST BANK OF THE RIDGE (THIS RIDGE WILL NOT BE
 DH2648'EXCAVATED TO THE NORTH).  IT IS 1 FOOT NORTH OF A METAL WITNESS
 DH2648'POST.  IT IS A STANDARD DISK STAMPED BERRY 2 NO 4 1966 SET IN
 DH2648'THE TOP OF A CONCRETE FILLED LENGTH OF STOVEPIPE, PROJECTING
 DH2648'2 INCHES.
 DH2648'
 DH2648'TO REACH THE STATION FROM THE POST OFFICE AT BERRY GO WEST FOR
 DH2648'0.1 MILE TO A FORK AND THE MUNICIPAL WATER TANK ON THE LEFT,
 DH2648'TURN LEFT, CROSSING THE RAILROAD TRACKS AND GO 0.25 MILE TO A
 DH2648'FORK, TAKE RIGHT FORK AND GO 0.25 MILE TO A T-ROAD, TURN RIGHT
 DH2648'AND GO 0.45 MILE TO THE TOP OF THE HILL AND THE GRAVEL PIT.
 DH2648'THE MARK IS ON THE LEFT ON TOP OF THE RIDGE ABOUT 40 FEET
 DH2648'ABOVE THE FLOOR OF THE GRAVEL PIT.
 DH2648'
 DH2648'DISTANCE FROM R.M. NO. 1 TO R.M. NO. 2 - 36.12 FEET (11.010 METERS)
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG2082 ***********************************************************************
 EG2082  DESIGNATION -  BERRYHILL RESET
 EG2082  PID         -  EG2082
 EG2082  STATE/COUNTY-  AL/MARION
 EG2082  USGS QUAD   -  WESTON (1982)
 EG2082
 EG2082                         *CURRENT SURVEY CONTROL
 EG2082  ___________________________________________________________________
 EG2082* NAD 83(1992)-  34 09 45.53826(N)    088 01 51.95559(W)     ADJUSTED  
 EG2082* NAVD 88     -       226.     (meters)     741.     (feet)  SCALED    
 EG2082  ___________________________________________________________________
 EG2082  LAPLACE CORR-           1.88  (seconds)                    DEFLEC99
 EG2082  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EG2082
 EG2082  HORZ ORDER  -  THIRD
 EG2082
 EG2082.The horizontal coordinates were established by classical geodetic methods
 EG2082.and adjusted by the National Geodetic Survey in December 1992..
 EG2082
 EG2082.The orthometric height was scaled from a topographic map.
 EG2082
 EG2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG2082
 EG2082.The geoid height was determined by GEOID03.
 EG2082
 EG2082;                    North         East     Units Scale Factor Converg.
 EG2082;SPC AL W     -   461,686.431   551,031.271   MT  0.99996288   -0 17 53.7
 EG2082;UTM  16      - 3,780,670.720   404,960.220   MT  0.99971134   -0 34 44.6
 EG2082
 EG2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG2082!SPC AL W     -   0.99996880  x   0.99996288  =   0.99993168
 EG2082!UTM  16      -   0.99996880  x   0.99971134  =   0.99968014
 EG2082
 EG2082|---------------------------------------------------------------------|
 EG2082| PID    Reference Object                     Distance      Geod. Az  |
 EG2082|                                                           dddmmss.s |
 EG2082| CS7008 BERRYHILL RM 3                       15.129 METERS 03308     |
 EG2082| CG3231 BERRYHILL RM 1                        8.962 METERS 11647     |
 EG2082| CS7009 BERRYHILL RM 4                       11.833 METERS 12029     |
 EG2082| EG1529 TOWN HILL LOOKOUT TOWER             APPROX. 5.6 KM 1732113.3 |
 EG2082| CG3232 BERRYHILL RM 2                        7.675 METERS 24559     |
 EG2082| EG2083 BERRYHILL AZ MK 2                   APPROX. 0.9 KM 3414105.7 |
 EG2082| CG3230 BERRYHILL AZ MK                                    3471750.8 |
 EG2082|---------------------------------------------------------------------|
 EG2082
 EG2082                          SUPERSEDED SURVEY CONTROL
 EG2082
 EG2082  NAD 83(1986)-  34 09 45.54606(N)    088 01 51.95387(W) AD(       ) 3
 EG2082  NAD 27      -  34 09 45.18400(N)    088 01 51.83300(W) AD(       ) 3
 EG2082
 EG2082.Superseded values are not recommended for survey control.
 EG2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG2082.See file dsdata.txt to determine how the superseded data were derived.
 EG2082
 EG2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0496080671(NAD 83)
 EG2082_MARKER: DS = TRIANGULATION STATION DISK
 EG2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG2082_STAMPING: BERRYHILL 1950 1980
 EG2082_MARK LOGO: NGS   
 EG2082_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EG2082_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EG2082
 EG2082  HISTORY     - Date     Condition        Report By
 EG2082  HISTORY     - 1980     MONUMENTED       NGS
 EG2082  HISTORY     - 1980     GOOD             MSSU
 EG2082
 EG2082                          STATION DESCRIPTION
 EG2082
 EG2082'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EG2082'ONLY THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION. THE
 EG2082'STATION SURFACE MARK AND REFERENCE MARK NO 1 WERE FOUND DESTROYED.
 EG2082'REFERENCE MARK NO 2 WAS NOT FOUND.  THE AZIMUTH MARK HAD PREVIOUSLY
 EG2082'BEEN DESTROYED BY ROAD CONSTRUCTION.  A NEW STATION SURFACE MARK,
 EG2082'REFERENCE MARKS NO 3 AND NO 4 AND A NEW AZIMUTH MARK WERE ESTABLISHED
 EG2082'AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ON
 EG2082'THE NORTHERN SLOPE OF A HIGH RIDGE ABOUT 3 MI (4.83 KM) NORTHWEST OF
 EG2082'HAMILTON.  TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAYS 43
 EG2082'AND 78 IN HAMILTON, GO WEST AND NORTHWEST ON US HIGHWAY 78 FOR 3.0 MI
 EG2082'(4.83 KM) TO COUNTY ROUTE 25 ON THE RIGHT, TURN RIGHT AND GO NORTHERLY
 EG2082'ON COUNTY ROUTE 25 FOR 0.15 MI (0.24 KM) TO A DRIVEWAY ON THE RIGHT
 EG2082'LEADING TO HOUSE TRAILER AND GARAGE, TURN RIGHT AND FOLLOW DRIVEWAY
 EG2082'EAST FOR 0.1 MI (0.16 KM) TO GARAGE AND STATION JUST NORTHEAST OF
 EG2082'GARAGE AS DESCRIBED. STATION MARK IS A STANDARD DISK, STAMPED
 EG2082'BERRYHILL 1950 1980, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 EG2082'WITH THE GROUND.  IT IS 77.8 FT (23.71 M) NORTH NORTHEAST OF THE
 EG2082'NORTHEAST CORNER OF GARAGE, 49 FT (14.94 M) WEST OF A 10 INCH RED OAK
 EG2082'TREE AND 1 FT (0.30 M) SOUTH OF A METAL WITNESS POST AND SIGN.
 EG2082'REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED BERRYHILL 1950 NO 3
 EG2082'1980, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 EG2082'IT IS 17.6 FT (5.36 M) SOUTHWEST OF AN 8 INCH PINE TREE, 15 FT (4.57
 EG2082'M) NORTH NORTHWEST OF A TRIPLE TRUNKED BLACK JACK OAK TREE, 13.5 FT
 EG2082'(4.11 M) SOUTH SOUTHWEST OF A DOUBLE TRUNKED BLACK JACK OAK TREE AND
 EG2082'1.4 FT (0.43 M) NORTHEAST OF A METAL WITNESS POST AND SIGN. REFERENCE
 EG2082'MARK NO 4 IS A STANDARD DISK, STAMPED BERRYHILL 1950 NO 4 1980, SET IN
 EG2082'THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 88.3
 EG2082'FT (26.91 M) NORTHEAST OF THE NORTHEAST CORNER OF THE GARAGE, 10.2 FT
 EG2082'(3.11 M) WEST OF A 10 INCH RED OAK TREE AND 1.5 FT (0.46 M) EAST OF A
 EG2082'METAL WITNESS POST AND SIGN. THE AZIMUTH MARK IS A STANDARD DISK,
 EG2082'STAMPED BERRYHILL 1950 1980, SET IN THE TOP OF A ROUND CONCRETE POST,
 EG2082'FLUSH WITH THE GROUND.  IT IS 46 FT (14.02 M) NORTHEAST OF THE CENTER
 EG2082'OF COUNTY ROUTE 25, 10 FT (3.05 M) SOUTH SOUTHWEST OF A 12 INCH PINE
 EG2082'TREE, 3.6 FT (1.10 M) NORTHEAST OF A POWER POLE AND 1 FT (0.30 M)
 EG2082'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  TO REACH THE AZIMUTH MARK
 EG2082'FROM DRIVEWAY LEADING TO STATION, GO NORTHERLY ON COUNTY ROUTE 25 FOR
 EG2082'0.6 MI (0.97 KM) TO MARK ON THE RIGHT.
 EG2082
 EG2082                          STATION RECOVERY (1980)
 EG2082
 EG2082'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 1980 (RB)
 EG2082'STATION, REFERENCE MARKS 3 AND 4 RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2489 ***********************************************************************
 DH2489  DESIGNATION -  BESSEMER MUN TANK
 DH2489  PID         -  DH2489
 DH2489  STATE/COUNTY-  AL/JEFFERSON
 DH2489  USGS QUAD   -  GREENWOOD (1978)
 DH2489
 DH2489                         *CURRENT SURVEY CONTROL
 DH2489  ___________________________________________________________________
 DH2489* NAD 83(1992)-  33 22 19.57548(N)    086 59 15.94744(W)     ADJUSTED  
 DH2489* NAVD 88     -                                                        
 DH2489  ___________________________________________________________________
 DH2489  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 DH2489  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH2489
 DH2489  HORZ ORDER  -  THIRD
 DH2489
 DH2489.The horizontal coordinates were established by classical geodetic methods
 DH2489.and adjusted by the National Geodetic Survey in December 1992..
 DH2489
 DH2489
 DH2489.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2489
 DH2489.The geoid height was determined by GEOID03.
 DH2489
 DH2489;                    North         East     Units Scale Factor Converg.
 DH2489;SPC AL W     -   373,996.184   647,665.301   MT  0.99996133   +0 16 54.4
 DH2489;UTM  16      - 3,692,539.763   501,138.290   MT  0.99960002   +0 00 24.2
 DH2489
 DH2489                          SUPERSEDED SURVEY CONTROL
 DH2489
 DH2489  NAD 83(1986)-  33 22 19.58104(N)    086 59 15.95212(W) AD(       ) 4
 DH2489  NAD 27      -  33 22 19.17920(N)    086 59 15.98132(W) AD(       ) 3
 DH2489
 DH2489.Superseded values are not recommended for survey control.
 DH2489.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2489.See file dsdata.txt to determine how the superseded data were derived.
 DH2489
 DH2489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0113892540(NAD 83)
 DH2489_MARKER: 52 = STANDPIPE TANK
 DH2489
 DH2489  HISTORY     - Date     Condition        Report By
 DH2489  HISTORY     - 1971     FIRST OBSERVED   NGS
 DH2489  HISTORY     - 1986     GOOD             USPSQD
 DH2489
 DH2489                          STATION DESCRIPTION
 DH2489
 DH2489'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2489'THE BESSEMER MUNICIPAL STANDPIPE IS LOCATED ON THE WEST SIDE OF
 DH2489'BESSEMER BEHIND THE MEMORIAL HOSPITAL LOCATED ON U. S. HIGHWAY 11
 DH2489'(9TH AVENUE).  IT IS ON THE PROPERTY OF AND OWNED BY THE CITY OF
 DH2489'BESSEMER.
 DH2489'
 DH2489'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 11 AND
 DH2489'MEMORIAL DRIVE GO SOUTH ON MEMORIAL DRIVE FOR 0.2 MILE TO THE
 DH2489'STATION ON THE RIGHT.
 DH2489'
 DH2489'THE STATION IS A WATER TANK WITH AN ELLIPSOIDAL TOP AND BOTTOM AND
 DH2489'IS SUPPORTED BY 8 TUBULAR STEEL LEGS.  THE LEGS ARE PAINTED
 DH2489'ALTERNATE ORANGE AND WHITE AND THE TANK IS ORANGE AND WHITE
 DH2489'CHECKERED.  IT HAS AN OVERALL HEIGHT OF ABOUT 140 FEET.
 DH2489'
 DH2489'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
 DH2489
 DH2489                          STATION RECOVERY (1986)
 DH2489
 DH2489'RECOVERY NOTE BY US POWER SQUADRON 1986 (DTH)
 DH2489'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2700 ***********************************************************************
 DH2700  DESIGNATION -  BESSPORT
 DH2700  PID         -  DH2700
 DH2700  STATE/COUNTY-  AL/JEFFERSON
 DH2700  USGS QUAD   -  GREENWOOD (1978)
 DH2700
 DH2700                         *CURRENT SURVEY CONTROL
 DH2700  ___________________________________________________________________
 DH2700* NAD 83(1992)-  33 18 48.45045(N)    086 55 27.52163(W)     ADJUSTED  
 DH2700* NAVD 88     -       212.2    (meters)     696.     (feet)  VERTCON   
 DH2700  ___________________________________________________________________
 DH2700  X           -     286,282.965 (meters)                     COMP
 DH2700  Y           -  -5,327,928.130 (meters)                     COMP
 DH2700  Z           -   3,483,163.541 (meters)                     COMP
 DH2700  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DH2700  ELLIP HEIGHT-         183.19  (meters)          (07/29/02) GPS OBS
 DH2700  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2700
 DH2700  HORZ ORDER  -  FIRST
 DH2700  ELLP ORDER  -  FOURTH    CLASS I
 DH2700
 DH2700.This mark is at Bessemer Airport (2A3)
 DH2700
 DH2700.The horizontal coordinates were established by GPS observations
 DH2700.and adjusted by the National Geodetic Survey in December 1992..
 DH2700
 DH2700.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2700.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2700
 DH2700.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2700
 DH2700.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2700
 DH2700.The ellipsoidal height was determined by GPS observations
 DH2700.and is referenced to NAD 83.
 DH2700
 DH2700.The geoid height was determined by GEOID03.
 DH2700
 DH2700;                    North         East     Units Scale Factor Converg.
 DH2700;SPC AL W     -   367,522.878   653,605.676   MT  0.99996875   +0 18 58.3
 DH2700;UTM  16      - 3,686,040.409   507,045.392   MT  0.99960061   +0 02 29.7
 DH2700
 DH2700!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2700!SPC AL W     -   0.99997124  x   0.99996875  =   0.99993999
 DH2700!UTM  16      -   0.99997124  x   0.99960061  =   0.99957186
 DH2700
 DH2700:                Primary Azimuth Mark                     Grid Az
 DH2700:SPC AL W     -  BESSPORT AZ MK                           230 19 46.7
 DH2700:UTM  16      -  BESSPORT AZ MK                           230 36 15.3
 DH2700
 DH2700|---------------------------------------------------------------------|
 DH2700| PID    Reference Object                     Distance      Geod. Az  |
 DH2700|                                                           dddmmss.s |
 DH2700| DH2703 BESSPORT AZ MK                      APPROX. 1.0 KM 2303845.0 |
 DH2700|---------------------------------------------------------------------|
 DH2700
 DH2700                          SUPERSEDED SURVEY CONTROL
 DH2700
 DH2700  ELLIP H (12/04/92)  183.27   (m)                       GP(       ) 4 1
 DH2700  NAD 83(1986)-  33 18 48.45666(N)    086 55 27.52634(W) AD(       ) 3
 DH2700  NAD 27      -  33 18 48.05137(N)    086 55 27.55370(W) AD(       ) 3
 DH2700  NGVD 29 (12/04/92)  212.2    (m)          696.     (f) GPS OBS        
 DH2700
 DH2700.Superseded values are not recommended for survey control.
 DH2700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2700.See file dsdata.txt to determine how the superseded data were derived.
 DH2700
 DH2700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0704586040(NAD 83)
 DH2700_MARKER: DH = HORIZONTAL CONTROL DISK
 DH2700_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2700_SP_SET: CONCRETE POST
 DH2700_STAMPING: BESSPORT 1986
 DH2700_MARK LOGO: CGS   
 DH2700_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2700+STABILITY: SURFACE MOTION
 DH2700_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2700+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 DH2700
 DH2700  HISTORY     - Date     Condition        Report By
 DH2700  HISTORY     - 1986     MONUMENTED       NGS
 DH2700  HISTORY     - 19870620 GOOD
 DH2700  HISTORY     - 19890831 GOOD             ALHD
 DH2700  HISTORY     - 19900207 GOOD
 DH2700
 DH2700                          STATION DESCRIPTION
 DH2700
 DH2700'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DH2700'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) SOUTH OF BESSEMER AT THE
 DH2700'BESSEMER AIRPORT NORTHWEST FROM THE TERMINAL BUILDING AND BETWEEN THE
 DH2700'APRON AND RUNWAY.  OWNERSHIP--PUBLIC/CITY OF BESSEMER, CITY HALL,
 DH2700'BESSEMER, AL. 35103.  MANAGER - PAUL BOOSTROM, 600 AVIATION RD SE,
 DH2700'BESSEMER, AL. 35020, TELEPHONE 205-424-9691.
 DH2700'TO REACH THE STATION FROM THE JUNCTION OF I-459 (EXIT 6) AND
 DH2700'JEFFERSON COUNTY 52 AT BESSEMER, GO SOUTH ON COUNTY 52 FOR 2.3 KM
 DH2700'(1.45 MI) TO A PAVED ROAD RIGHT, AVIATON RD.  TURN RIGHT ON AVIATION
 DH2700'RD WEST FOR 2.5 KM (1.55 MI) TO AIRPORT TERMINAL BUILDING, PARKING
 DH2700'AREA LEFT AND GATE STRAIGHT AHEAD, PASS THROUGH GATE NORTHWEST
 DH2700'ACROSS APRON FOR 0.1 KM (0.05 MI) TO A RAMP.  CONTINUE AHEAD ON
 DH2700'RAMP FOR ABOUT 150 FEET TO STATION ON LEFT BETWEEN APRON AND RUNWAY.
 DH2700'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 32.0 METERS
 DH2700'(105 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY, 27.4 METERS
 DH2700'(90 FT) SOUTHWEST FROM THE CENTER OF THE RAMP AND 38.5 METERS
 DH2700'(126.5 FT) NORTHWEST FROM THE EDGE OF THE APRON.  THE UNDERGROUND
 DH2700'MARK IS SET 1 METER BELOW THE GROUND.
 DH2700'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 DH2700
 DH2700                          STATION RECOVERY (1987)
 DH2700
 DH2700'RECOVERED 1987
 DH2700'RECOVERED IN GOOD CONDITION.
 DH2700
 DH2700                          STATION RECOVERY (1989)
 DH2700
 DH2700'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2700'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE BESSEMER AIRPORT,
 DH2700'ABOUT 6.0 MI (9.7 KM) SOUTH OF BESSEMER.
 DH2700'TO REACH THE STATION FROM THE MORGAN ROAD INTERCHANGE ON I - 459, EXIT
 DH2700'6 ON I - 459, DRIVE SOUTHEAST ON MORGAN ROAD (JEFFERSON COUNTY ROAD
 DH2700'NO. 52) 1.45 MI (2.33 KM) TO AVIATION ROAD ON THE RIGHT, TURN RIGHT
 DH2700'ON AVIATION ROAD AND DRIVE SOUTHWEST AND THEN NORTHWEST 1.55 MI
 DH2700'(2.49 KM) TO THE TERMINAL BUILDING AND A PARKING AREA ON THE LEFT AND
 DH2700'A GATE AHEAD, PASS THROUGH THE GATE AND CONTINUE NORTHWEST ACROSS THE
 DH2700'PARKING APRON 0.05 MI (0.08 KM) TO A RAMP, CONTINUE AHEAD ON THE RAMP
 DH2700'150 FT (45.7 M) TO THE STATION ON THE LEFT BEFORE REACHING THE
 DH2700'RUNWAY.
 DH2700'THE STATION IS 105.0 FT (32.0 M) SOUTHEAST OF THE CENTER OF THE
 DH2700'RUNWAY, 90.0 FT (27.4 M) SOUTHWEST OF THE CENTER OF THE RAMP, 126.5
 DH2700'FT (38.6 M) NORTHWEST OF THE NORTHWEST EDGE OF THE PARKING APRON, AND
 DH2700'SET FLUSH WITH THE GROUND.
 DH2700'BEFORE USING THIS STATION, PLEASE NOTIFY
 DH2700'MS CONNIE BARRON, MANAGER
 DH2700'RED BARRON AVIONICS, INC.
 DH2700'600 AVIATION ROAD
 DH2700'BESSEMER, ALABAMA 35023
 DH2700'PHONE - 205 - 426 - 9426.
 DH2700
 DH2700                          STATION RECOVERY (1990)
 DH2700
 DH2700'RECOVERED 1990
 DH2700'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2703 ***********************************************************************
 DH2703  DESIGNATION -  BESSPORT AZ MK
 DH2703  PID         -  DH2703
 DH2703  STATE/COUNTY-  AL/JEFFERSON
 DH2703  USGS QUAD   -  GREENWOOD (1978)
 DH2703
 DH2703                         *CURRENT SURVEY CONTROL
 DH2703  ___________________________________________________________________
 DH2703* NAD 83(1992)-  33 18 28.24249(N)    086 55 56.86730(W)     ADJUSTED  
 DH2703* NAVD 88     -       212.0    (meters)     696.     (feet)  VERTCON   
 DH2703  ___________________________________________________________________
 DH2703  X           -     285,543.236 (meters)                     COMP
 DH2703  Y           -  -5,328,310.071 (meters)                     COMP
 DH2703  Z           -   3,482,643.134 (meters)                     COMP
 DH2703  LAPLACE CORR-          -0.31  (seconds)                    DEFLEC99
 DH2703  ELLIP HEIGHT-         183.00  (meters)          (07/29/02) GPS OBS
 DH2703  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH2703
 DH2703  HORZ ORDER  -  FIRST
 DH2703  ELLP ORDER  -  FOURTH    CLASS I
 DH2703
 DH2703.This mark is at Bessemer Airport (2A3)
 DH2703
 DH2703.The horizontal coordinates were established by GPS observations
 DH2703.and adjusted by the National Geodetic Survey in December 1992..
 DH2703
 DH2703.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2703.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2703
 DH2703.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2703
 DH2703.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2703
 DH2703.The ellipsoidal height was determined by GPS observations
 DH2703.and is referenced to NAD 83.
 DH2703
 DH2703.The geoid height was determined by GEOID03.
 DH2703
 DH2703;                    North         East     Units Scale Factor Converg.
 DH2703;SPC AL W     -   366,896.175   652,850.013   MT  0.99996776   +0 18 42.0
 DH2703;UTM  16      - 3,685,417.564   506,287.012   MT  0.99960049   +0 02 13.5
 DH2703
 DH2703!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2703!SPC AL W     -   0.99997127  x   0.99996776  =   0.99993903
 DH2703!UTM  16      -   0.99997127  x   0.99960049  =   0.99957177
 DH2703
 DH2703:                Primary Azimuth Mark                     Grid Az
 DH2703:SPC AL W     -  BESSPORT                                 050 19 46.9
 DH2703:UTM  16      -  BESSPORT                                 050 36 15.4
 DH2703
 DH2703|---------------------------------------------------------------------|
 DH2703| PID    Reference Object                     Distance      Geod. Az  |
 DH2703|                                                           dddmmss.s |
 DH2703| DH2700 BESSPORT                            APPROX. 1.0 KM 0503828.9 |
 DH2703|---------------------------------------------------------------------|
 DH2703
 DH2703                          SUPERSEDED SURVEY CONTROL
 DH2703
 DH2703  ELLIP H (12/04/92)  183.07   (m)                       GP(       ) 4 1
 DH2703  NAD 83(1986)-  33 18 28.24868(N)    086 55 56.87170(W) AD(       ) 3
 DH2703  NAD 27      -  33 18 27.84305(N)    086 55 56.89830(W) AD(       ) 3
 DH2703  NGVD 29 (12/04/92)  212.0    (m)          696.     (f) GPS OBS        
 DH2703
 DH2703.Superseded values are not recommended for survey control.
 DH2703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2703.See file dsdata.txt to determine how the superseded data were derived.
 DH2703
 DH2703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0628785418(NAD 83)
 DH2703_MARKER: DZ = AZIMUTH MARK DISK
 DH2703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2703_SP_SET: CONCRETE POST
 DH2703_STAMPING: BESSPORT 1986
 DH2703_MARK LOGO: CGS   
 DH2703_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2703+STABILITY: SURFACE MOTION
 DH2703_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2703+SATELLITE: SATELLITE OBSERVATIONS - February 07, 1990
 DH2703
 DH2703  HISTORY     - Date     Condition        Report By
 DH2703  HISTORY     - 1986     MONUMENTED       NGS
 DH2703  HISTORY     - 19870620 GOOD
 DH2703  HISTORY     - 19890831 GOOD             ALHD
 DH2703  HISTORY     - 19900207 GOOD
 DH2703
 DH2703                          STATION DESCRIPTION
 DH2703
 DH2703'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 DH2703'THE STATION IS LOCATED ABOUT 9.6 KM (6 MI) SOUTH OF BESSEMER AT THE
 DH2703'BESSEMER AIRPORT BETWEEN THE RUNWAY AND TAXIWAY NEAR THE END OF
 DH2703'RUNWAY 5.  OWNERSHIP--PUBLIC/CITY OF BESSEMER, CITY HALL, BESSEMER,
 DH2703'AL. 35103.  MANAGER - PAUL BOOSTROM, 600 AVIATION RD SE, BESSEMER,
 DH2703'AL. 35020, TELEPHONE 205-424-9691.
 DH2703'TO REACH THE STATION FROM THE JUNCTION OF I-459 (EXIT 6) AND
 DH2703'JEFFERSON COUNTY 52 AT BESSEMER, GO SOUTH ON COUNTY 52 FOR 2.3 KM
 DH2703'(1.45 MI) TO A PAVED ROAD RIGHT, AVIATION RD.  TURN RIGHT ON
 DH2703'AVIATION RD WEST FOR 2.5 KM (1.55 MI) TO AIRPORT TERMINAL BUILDING
 DH2703'AND PARKING AREA LEFT AND GATE STRAIGHT AHEAD, PASS THROUGH GATE
 DH2703'NORTHWEST ACROSS APRON FOR 0.1 KM (0.05 MI) TO A RAMP STRAIGHT
 DH2703'AHEAD.  TURN LEFT ON APRON AND TAXIWAY SOUTHWEST FOR ABOUT 100 FEET
 DH2703'TO STATION BESSPORT ON RIGHT, CONTINUE AHEAD FOR 0.9 KM (0.55 MI)
 DH2703'TO A RAMP RIGHT.  TURN RIGHT ON RAMP FRO ABOUT 200 FEET TO THE
 DH2703'STATION ON RIGHT BETWEEN TAXIWAY AND RUNWAY, NEAR THE END OF
 DH2703'RUNWAY 5.
 DH2703'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 57.9 METERS
 DH2703'(190 FT) NORTHWEST FROM THE CENTER OF THE TAXIWAY, 35.9 METERS
 DH2703'(118 FT) NORTH FROM THE CENTER OF THE RAMP AND 33.5 METERS
 DH2703'(110 FT) SOUTHEAST FROM THE CENTER OF THE RUNWAY.  THE UNDERGROUND
 DH2703'MARK IS SET 1 METER BELOW THE GROUND.
 DH2703'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 DH2703
 DH2703                          STATION RECOVERY (1987)
 DH2703
 DH2703'RECOVERED 1987
 DH2703'RECOVERED IN GOOD CONDITION.
 DH2703
 DH2703                          STATION RECOVERY (1989)
 DH2703
 DH2703'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 DH2703'THE STATION IS LOCATED IN JEFFERSON COUNTY ON THE BESSEMER AIRPORT,
 DH2703'ABOUT 6.0 MI (9.7 KM) SOUTH OF BESSEMER.
 DH2703'TO REACH THE STATION FROM THE MORGAN ROAD INTERCHANGE ON I - 459, EXIT
 DH2703'6 ON I - 459, DRIVE SOUTHEAST ON MORGAN ROAD (JEFFERSON COUNTY ROAD
 DH2703'NO. 52) 1.45 MI (2.33 KM) TO AVIATION ROAD ON THE RIGHT, TURN RIGHT
 DH2703'ON AVIATION ROAD AND DRIVE SOUTHWEST AND THEN NORTHWEST 1.55 MI
 DH2703'(2.49 KM) TO THE TERMINAL BUILDING AND A PARKING AREA ON THE LEFT AND
 DH2703'A GATE AHEAD, PASS THROUGH THE GATE AND CONTINUE NORTHWEST ACROSS THE
 DH2703'PARKING APRON 0.05 MI (0.08 KM) TO A RAMP, TURN LEFT ALONG THE
 DH2703'NORTHWEST SIDE OF THE PARKING APRON AND DRIVE SOUTHWEST ALONG THE
 DH2703'NORTHWEST SIDE OF THE PARKING APRON AND A TAXIWAY 0.55 MI (0.89 KM)
 DH2703'TO THE END OF THE TAXIWAY AND A RAMP TO THE RIGHT, TURN RIGHT ON THE
 DH2703'RAMP AND DRIVE NORTHWEST 200 FT (61.0 M) TO THE STATION ON THE RIGHT
 DH2703'BEFORE REACHING THE RUNWAY.
 DH2703'THE STATION IS 190.0 FT (57.9 M) NORTHWEST OF THE CENTER OF THE
 DH2703'TAXIWAY, 118.0 FT (36.0 M) NORTH OF THE CENTER OF THE RAMP, 110.0 FT
 DH2703'(33.5 M) SOUTHEAST OF THE CENTER OF THE RUNWAY, 46.9 FT (14.3 M) EAST
 DH2703'- SOUTHEAST OF THE LAST BLUE MARKER LIGHT EAST OF THE RAMP, AND SET
 DH2703'FLUSH WITH THE GROUND.
 DH2703'BEFORE USING THIS STATION, PLEASE NOTIFY
 DH2703'MS CONNIE BARRON, MANAGER
 DH2703'RED BARRON AVIONICS, INC.
 DH2703'600 AVIATION ROAD
 DH2703'BESSEMER, ALABAMA 35023
 DH2703'PHONE - 205 - 426 - 9426.
 DH2703
 DH2703                          STATION RECOVERY (1990)
 DH2703
 DH2703'RECOVERED 1990
 DH2703'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2855 ***********************************************************************
 CN2855  DESIGNATION -  BETH
 CN2855  PID         -  CN2855
 CN2855  STATE/COUNTY-  AL/CHILTON
 CN2855  USGS QUAD   -  BILLINGSLEY (1984)
 CN2855
 CN2855                         *CURRENT SURVEY CONTROL
 CN2855  ___________________________________________________________________
 CN2855* NAD 83(1992)-  32 43 20.62113(N)    086 39 48.58393(W)     ADJUSTED  
 CN2855* NAVD 88     -       189.62   (meters)     622.1    (feet)  RESET     
 CN2855  ___________________________________________________________________
 CN2855  X           -     312,611.057 (meters)                     COMP
 CN2855  Y           -  -5,362,211.732 (meters)                     COMP
 CN2855  Z           -   3,428,185.689 (meters)                     COMP
 CN2855  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 CN2855  ELLIP HEIGHT-         162.23  (meters)          (07/29/02) GPS OBS
 CN2855  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CN2855
 CN2855  HORZ ORDER  -  FIRST
 CN2855  VERT ORDER  -  THIRD
 CN2855  ELLP ORDER  -  FOURTH    CLASS I
 CN2855
 CN2855.The horizontal coordinates were established by GPS observations
 CN2855.and adjusted by the National Geodetic Survey in December 1992..
 CN2855
 CN2855.The orthometric height was computed from unverified reset data.
 CN2855
 CN2855.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN2855
 CN2855.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2855
 CN2855.The ellipsoidal height was determined by GPS observations
 CN2855.and is referenced to NAD 83.
 CN2855
 CN2855.The geoid height was determined by GEOID03.
 CN2855
 CN2855;                    North         East     Units Scale Factor Converg.
 CN2855;SPC AL W     -   302,136.990   678,413.862   MT  1.00000912   +0 27 08.0
 CN2855;UTM  16      - 3,620,562.341   531,532.993   MT  0.99961226   +0 10 54.9
 CN2855
 CN2855!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2855!SPC AL W     -   0.99997453  x   1.00000912  =   0.99998365
 CN2855!UTM  16      -   0.99997453  x   0.99961226  =   0.99958680
 CN2855
 CN2855|---------------------------------------------------------------------|
 CN2855| PID    Reference Object                     Distance      Geod. Az  |
 CN2855|                                                           dddmmss.s |
 CN2855| CF9440 BETH RM 1                            11.931 METERS 09921     |
 CN2855| CS7032 BETH RM 3                            11.826 METERS 10015     |
 CN2855| CF9439 BETH RM 2                             6.732 METERS 20249     |
 CN2855| CN1374 P 292                               289.811 METERS 23809     |
 CN2855| CN2965 PEACH ORCHARD LOT                   APPROX. 9.7 KM 3392606.0 |
 CN2855|---------------------------------------------------------------------|
 CN2855
 CN2855                          SUPERSEDED SURVEY CONTROL
 CN2855
 CN2855  ELLIP H (12/04/92)  162.28   (m)                       GP(       ) 4 1
 CN2855  NAD 83(1986)-  32 43 20.62911(N)    086 39 48.58971(W) AD(       ) 2
 CN2855  NAD 27      -  32 43 20.16353(N)    086 39 48.65405(W) AD(       ) 2
 CN2855  NGVD 29 (07/19/86)  190.70   (m)          625.7    (f) LEVELING    3  
 CN2855
 CN2855.Superseded values are not recommended for survey control.
 CN2855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2855.See file dsdata.txt to determine how the superseded data were derived.
 CN2855
 CN2855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3153320562(NAD 83)
 CN2855_MARKER: DS = TRIANGULATION STATION DISK
 CN2855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2855_SP_SET: CONCRETE POST
 CN2855_STAMPING: BETH 1971
 CN2855_MARK LOGO: NGS   
 CN2855_PROJECTION: FLUSH
 CN2855_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN2855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2855+STABILITY: SURFACE MOTION
 CN2855_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN2855+SATELLITE: SATELLITE OBSERVATIONS - July 17, 1990
 CN2855
 CN2855  HISTORY     - Date     Condition        Report By
 CN2855  HISTORY     - 1971     MONUMENTED       NGS
 CN2855  HISTORY     - 1971     GOOD             NGS
 CN2855  HISTORY     - 19850823 GOOD             NGS
 CN2855  HISTORY     - 19891018 GOOD             ALHD
 CN2855  HISTORY     - 19900717 GOOD
 CN2855
 CN2855                          STATION DESCRIPTION
 CN2855
 CN2855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2855'THE STATION IS LOCATED ABOUT 9 MILES WEST-SOUTHWEST OF VERBENA, 8
 CN2855'MILES SOUTH-SOUTHWEST OF CLANTON AND 5-1/2 MILES NORTHEAST OF
 CN2855'BILLINGSLEY ON THE PROPERTY OF MR. MELVIN YEARGAN.
 CN2855'
 CN2855'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 CN2855'HIGHWAY 22 IN CLANTON, GO WEST ON HIGHWAY 22 FOR 4.15 MILES TO THE
 CN2855'JUNCTION OF COUNTY ROUTE 37.  TURN LEFT AND GO SOUTH ON ROUTE 37
 CN2855'FOR 4.35 MILES TO THE JUNCTION OF COUNTY ROUTE 30 AND A STORE IN
 CN2855'THE NORTHEAST ANGLE OF THE INTERSECTION.  CONTINUE SOUTH ON
 CN2855'ROUTE 37 FOR 3.9 MILES TO THE JUNCTION OF COUNTY ROUTE 24.  TURN
 CN2855'LEFT AND GO EAST ON ROUTE 24 FOR 3.05 MILES TO THE BETH SALEM
 CN2855'CHURCH AND C. AND G.S.  BENCH MARK P 292 ON THE RIGHT.  CONTINUE
 CN2855'EAST ON ROUTE 24 FOR 0.2 MILE TO THE STATION ON THE LEFT JUST BEFORE
 CN2855'REACHING A WHITE HOUSE.
 CN2855'
 CN2855'STATION MARKS ARE STANDARD DISK STAMPED BETH 1971.  THE SURFACE
 CN2855'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN2855'THAT IS 14 INCHES BELOW THE GROUND SURFACE.  IT IS 174.2 FEET
 CN2855'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE WHITE HOUSE, 49.7
 CN2855'FEET NORTHEAST OF A POWER POLE, 49 FEET NORTH OF THE CENTER OF
 CN2855'COUNTY ROUTE 24 AND 48.4 FEET EAST OF A METAL WITNESS POST.  THE
 CN2855'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE
 CN2855'42 INCHES BELOW THE GROUND SURFACE.
 CN2855'
 CN2855'REFERENCE MARK 1, A STANDARD DISK STAMPED BETH NO 1 1971, IS SET
 CN2855'IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CN2855'WITH THE GROUND SURFACE.  IT IS 84.2 FEET EAST-SOUTHEAST OF THE
 CN2855'WITNESS POST, 79.7 FEET EAST OF THE POWER POLE AND 26 FEET NORTH
 CN2855'OF THE CENTER OF ROUTE 24.
 CN2855'
 CN2855'REFERENCE MARK 2, A STANDARD DISK STAMPED BETH NO 2 1971, IS SET
 CN2855'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CN2855'WITH THE GROUND SURFACE.  IT IS 36.2 FEET SOUTHEAST OF THE WITNESS
 CN2855'POST, 33 FEET NORTH OF THE CENTER OF ROUTE 24 AND 30.7 FEET EAST
 CN2855'OF THE POWER POLE.
 CN2855'
 CN2855'BM P 292, A STANDARD COAST AND GEODETIC SURVEY BENCH MARK DISK
 CN2855'STAMPED P 292 1949, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CN2855'CONCRETE MONUMENT THAT PROJECTS 3 INCHES.  IT IS 128 FEET
 CN2855'SOUTH OF THE CENTER OF ROUTE 24, 52.2 FEET EAST OF THE NORTHEAST
 CN2855'CORNER OF THE MAIN CHURCH BUILDING, 50.9 FEET SOUTH OF A POWER
 CN2855'POLE WITH A TRANSFORMER AND 37.2 FEET NORTH OF THE NORTHWEST
 CN2855'CORNER OF THE EAST WING OF THE CHURCH BUILDING.
 CN2855'
 CN2855'HEIGHT OF LIGHT ABOVE STATION MARK 1.9 METERS.
 CN2855
 CN2855                          STATION RECOVERY (1971)
 CN2855
 CN2855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CN2855'7.75 MI NE FROM BILLINGSLEY.
 CN2855'THE MARK IS LOCATED ABOUT 9 MILES WEST SOUTHWEST OF BERBENA, 8 MILES
 CN2855'SOUTH SOUTHWEST OF CLANTON, 5 AND ONE HALF MILES NORTHEAST OF
 CN2855'BILLINGSLEY, AND ABOUT 0.2 MILE NORTHEAST OF BM P 292.  IT IS A
 CN2855'STANDARD TRIANGULATION STATION DISK SET IN THE TOP OF A 12 INCH
 CN2855'CYLINDRICAL CONCRETE MONUMENT THAT IS 14 INCHES BELOW THE GROUND
 CN2855'SURFACE.  IT IS 174.2 FT. WEST SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CN2855'WHITE HOUSE, 49.7 FT. NORTHEAST OF A POWER POLE, 49 FT. NORTH OF THE
 CN2855'CENTER OF COUNTY ROUTE 24, AND 48.4 FT. EAST OF A METAL WITNESS POST.
 CN2855'TO REACH THE MARK FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 CN2855'HIGHWAY 22 IN CLANTON, GO WEST ON HIGHWAY 22 FOR 4.15 MILES TO THE
 CN2855'JUNCTION OF COUNTY ROUTE 37.  TURN LEFT AND GO SOUTH ON ROUTE 37 FOR
 CN2855'4.35 MILES TO THE JUNCTION OF COUNTY ROUTE 30 AND A STORE IN THE
 CN2855'NORTHEAST ANGLE OF THE INTERSECTION.  CONTINUE SOUTH ON ROUTE 37 FOR
 CN2855'3.9 MILES TO THE JUNCTION OF COUNTY ROUTE 24.  TURN LEFT AND GO EAST
 CN2855'ON ROUTE 24 FOR 3.25 MILES TO THE MARK ON THE LEFT, JUST BEFORE
 CN2855'REACHING A WHITE HOUSE.
 CN2855
 CN2855                          STATION RECOVERY (1985)
 CN2855
 CN2855'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 CN2855'THE STATION MARK, REFERENCE MARK NO 2 AND BM P 292 WERE RECOVERED IN
 CN2855'GOOD CONDITION.  REFERENCE MARK NO 1 WAS FOUND ON ITS SIDE.  IT WAS
 CN2855'RESET NEAR THE ORIGINAL POSITION AND STAMPED NO 3 AT THIS DATE.  A NEW
 CN2855'DESCRIPTION FOLLOWS.  THE 1971 TO REACH DESCRIPTION IS COMPLETE AND
 CN2855'ADEQUATE AT THIS TIME. THE STATION MARK IS A STANDARD DISK, STAMPED
 CN2855'BETH 1971, SET IN THE TOP OF A ROUND CONCRETE POST, 14 INCHES BELOW
 CN2855'THE SURFACE OF THE GROUND.  IT IS 53.18 M (174.47 FT) WEST SOUTHWEST
 CN2855'OF THE SOUTHWEST CORNER OF A HOUSE, 15.09 M (49.51 FT) NORTHEAST OF A
 CN2855'POWER POLE, 14.94 M (49.02 FT) NORTH OF THE CENTER OF COUNTY ROUTE 24
 CN2855'AND 0.91 M (2.99 FT) SOUTH OF A METAL WITNESS POST AND SIGN. REFERENCE
 CN2855'MARK NO 2 IS A STANDARD DISK, STAMPED BETH NO 2 1971, SET IN THE TOP
 CN2855'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 10.06 M (33.01
 CN2855'FT) NORTH OF THE CENTER OF COUNTY ROUTE 24, 9.30 M (30.51 FT) EAST OF
 CN2855'A POWER POLE AND 0.76 M (2.49 FT) NORTH OF A METAL WITNESS POST AND
 CN2855'SIGN. REFERENCE MARK NO 3 IS A STANDARD DISK, STAMPED BETH NO 3 1971
 CN2855'1985, SET IN THE TOP OF A ROUND CONCRETE POST, PROJECTING 3 INCHES
 CN2855'ABOVE THE GROUND.  IT IS 45.42 M (149.02 FT) SOUTHWEST OF THE
 CN2855'SOUTHWEST CORNER OF HOUSE, 24.08 M (79.00 FT) EAST OF A POWER POLE,
 CN2855'7.92 M (25.98 FT) NORTH OF THE CENTER OF COUNTY ROUTE 24 AND 0.46 M
 CN2855'(1.51 FT) WEST OF A METAL WITNESS POST AND SIGN. BM P 292 IS A
 CN2855'STANDARD C AND GS BENCH MARK DISK, STAMPED P 292 1949, SET IN THE TOP
 CN2855'OF A ROUND CONCRETE POST PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS
 CN2855'39.01 M (127.99 FT) SOUTH OF THE CENTER OF COUNTY ROUTE 24, 15.91 M
 CN2855'(52.20 FT) EAST OF THE NORTHEAST CORNER OF THE MAIN CHURCH BUILDING,
 CN2855'15.54 M (50.98 FT) SOUTH OF A POWER POLE WITH A TRANSFORMER AND 11.34
 CN2855'M (37.20 FT) NORTH OF THE NORTHEAST CORNER OF THE EAST WING OF THE
 CN2855'CHURCH BUILDING.
 CN2855
 CN2855                          STATION RECOVERY (1989)
 CN2855
 CN2855'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 CN2855'THE STATION IS LOCATED IN CHILTON COUNTY ON PROPERTY OWNED BY MR.
 CN2855'MELVIL Q. YEARGAN, ABOUT 8.35 MI (13.44 KM) SOUTH - SOUTHWEST OF
 CN2855'CLANTON, AND ABOUT 12.90 MI (20.76 KM) EAST - SOUTHEAST OF
 CN2855'MAPLESVILLE.
 CN2855'TO REACH THE STATION FROM EXIT 200 ON I - 65, DRIVE SOUTHWEST AND
 CN2855'THEN NORTHWEST ON CHILTON COUNTY ROAD NO. 59, 4.65 MI (7.48 KM) TO A
 CN2855'PAVED CROSS ROAD WITH  CHILTON COUNTY ROAD NO. 24 LEFT AND RIGHT,
 CN2855'TURN LEFT ON CHILTON COUNTY ROAD NO. 24 AND DRIVE WEST 3.55 MI
 CN2855'(5.71 KM) TO THE STATION ON THE RIGHT.
 CN2855'THE STATION IS M 2.9 (9.5 FT) FT SOUTH - SOUTHEAST OF A METAL
 CN2855'WITNESS POST AND SIGN, 24.4 FT (7.4 M) NORTH OF A METAL WITNESS POST
 CN2855'AND SIGN AT RM NO. 2, 39.1 FT (11.9 M) WEST OF A METAL WITNESS POST
 CN2855'AND SIGN AT RM NO. 3, 48.7 FT (14.8 M) NORTH - NORTHWEST OF THE
 CN2855'CENTERLINE OF CHILTON COUNTY ROAD NO. 24, 50.1 FT (15.3 M) NORTHEAST
 CN2855'OF A TELEPHONE CABLE PEDISTAL, 51.3 FT (15.6 M) NORTHEAST OF A
 CN2855'JUNCTION POWER POLE, AND IS 14-INCHES UNDERGROUND.
 CN2855'BENCH MARK P 292 1949 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN2855'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT
 CN2855'MR. MELVIL Q. YEARGAN
 CN2855'ROUTE 1, BOX 57
 CN2855'BILLINGSLEY, ALABAMA 36006
 CN2855'PHONE 205 - 755 - 4629.
 CN2855
 CN2855                          STATION RECOVERY (1990)
 CN2855
 CN2855'RECOVERED 1990
 CN2855'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4011 ***********************************************************************
 BG4011  DESIGNATION -  BETH
 BG4011  PID         -  BG4011
 BG4011  STATE/COUNTY-  AL/BALDWIN
 BG4011  USGS QUAD   -  LILLIAN (1987)
 BG4011
 BG4011                         *CURRENT SURVEY CONTROL
 BG4011  ___________________________________________________________________
 BG4011* NAD 83(1992)-  30 27 51.24959(N)    087 25 32.46532(W)     ADJUSTED  
 BG4011* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG4011  ___________________________________________________________________
 BG4011  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 BG4011  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BG4011
 BG4011  HORZ ORDER  -  THIRD
 BG4011
 BG4011.The horizontal coordinates were established by classical geodetic methods
 BG4011.and adjusted by the National Geodetic Survey in December 1992..
 BG4011
 BG4011.The orthometric height was scaled from a topographic map.
 BG4011
 BG4011.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4011
 BG4011.The geoid height was determined by GEOID03.
 BG4011
 BG4011;                    North         East     Units Scale Factor Converg.
 BG4011;SPC AL W     -    51,462.431   607,136.312   MT  0.99993396   +0 02 15.6
 BG4011;SPC FL N     -   165,912.750   319,076.259   MT  0.99996181   -1 28 12.8
 BG4011;SPC FL N     -   544,332.08  1,046,836.03   sFT  0.99996181   -1 28 12.8
 BG4011;UTM  16      - 3,370,305.248   459,135.940   MT  0.99962060   -0 12 57.0
 BG4011
 BG4011!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4011!SPC AL W     -   1.00000435  x   0.99993396  =   0.99993831
 BG4011!SPC FL N     -   1.00000435  x   0.99996181  =   0.99996616
 BG4011!UTM  16      -   1.00000435  x   0.99962060  =   0.99962495
 BG4011
 BG4011:                Primary Azimuth Mark                     Grid Az
 BG4011:SPC AL W     -  MIRE                                     020 10 29.5
 BG4011:SPC FL N     -  MIRE                                     021 40 57.9
 BG4011:UTM  16      -  MIRE                                     020 25 42.1
 BG4011
 BG4011|---------------------------------------------------------------------|
 BG4011| PID    Reference Object                     Distance      Geod. Az  |
 BG4011|                                                           dddmmss.s |
 BG4011| BG4016 MIRE                                406.105 METERS 0201245.1 |
 BG4011| BG4014 BEN                                 498.972 METERS 0660210.1 |
 BG4011| DD7550 BETH RM                               4.890 METERS 16220     |
 BG4011| BG4008 WALTER                              APPROX. 0.7 KM 3274221.0 |
 BG4011|---------------------------------------------------------------------|
 BG4011
 BG4011                          SUPERSEDED SURVEY CONTROL
 BG4011
 BG4011  NAD 83(1986)-  30 27 51.26875(N)    087 25 32.46877(W) AD(       ) 3
 BG4011  NAD 27      -  30 27 50.56200(N)    087 25 32.54800(W) AD(       ) 3
 BG4011
 BG4011.Superseded values are not recommended for survey control.
 BG4011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4011.See file dsdata.txt to determine how the superseded data were derived.
 BG4011
 BG4011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5913670305(NAD 83)
 BG4011_MARKER: DS = TRIANGULATION STATION DISK
 BG4011_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BG4011_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BG4011
 BG4011  HISTORY     - Date     Condition        Report By
 BG4011  HISTORY     - 1935     MONUMENTED       CGS
 BG4011
 BG4011                          STATION DESCRIPTION
 BG4011
 BG4011'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MHR)
 BG4011'STATION IS LOCATED ON ALABAMA SIDE OF THE PERDIDO RIVER ABOUT 0.9
 BG4011'METER SE OF THE ALABAMA CUT-OFF.  THE GROUND IN THE VICINITY OF THE
 BG4011'STATION IS MARSHY AND COVERED WITH UNDERGROWTH AND SCATTERED PINES.
 BG4011'STATION IS 8 METERS FROM THE RIVERS EDGE AND IS COVERED WITH WATER
 BG4011'WHEN THE RIVER IS HIGH.  INSHORE FROM THE STATION ARE SEVERAL
 BG4011'SMALL LAKES.
 BG4011'
 BG4011'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 BG4011'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1834 ***********************************************************************
 DJ1834  DESIGNATION -  BETHANY
 DJ1834  PID         -  DJ1834
 DJ1834  STATE/COUNTY-  AL/PICKENS
 DJ1834  USGS QUAD   -  PLEASANT RIDGE (1980)
 DJ1834
 DJ1834                         *CURRENT SURVEY CONTROL
 DJ1834  ___________________________________________________________________
 DJ1834* NAD 83(1992)-  33 06 00.63496(N)    088 04 58.11574(W)     ADJUSTED  
 DJ1834* NAVD 88     -        92.14   (+/-2cm)     302.3    (feet)  VERTCON   
 DJ1834  ___________________________________________________________________
 DJ1834  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 DJ1834  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DJ1834
 DJ1834  HORZ ORDER  -  SECOND
 DJ1834  VERT ORDER  -  THIRD ? (See Below)
 DJ1834
 DJ1834.The horizontal coordinates were established by classical geodetic methods
 DJ1834.and adjusted by the National Geodetic Survey in December 1992..
 DJ1834
 DJ1834.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1834.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1834.The vertical order pertains to the NGVD 29 superseded value.
 DJ1834
 DJ1834.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1834
 DJ1834.The geoid height was determined by GEOID03.
 DJ1834
 DJ1834;                    North         East     Units Scale Factor Converg.
 DJ1834;SPC AL W     -   343,872.924   545,599.417   MT  0.99996981   -0 19 05.8
 DJ1834;UTM  16      - 3,662,914.029   398,960.425   MT  0.99972587   -0 35 29.0
 DJ1834
 DJ1834!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1834!SPC AL W     -   0.99999008  x   0.99996981  =   0.99995989
 DJ1834!UTM  16      -   0.99999008  x   0.99972587  =   0.99971595
 DJ1834
 DJ1834|---------------------------------------------------------------------|
 DJ1834| PID    Reference Object                     Distance      Geod. Az  |
 DJ1834|                                                           dddmmss.s |
 DJ1834| CF9445 BETHANY RM 1                         25.410 METERS 05157     |
 DJ1834| CF9444 BETHANY AZ MK                                      0554904.1 |
 DJ1834| CF9446 BETHANY RM 2                         25.095 METERS 31924     |
 DJ1834|---------------------------------------------------------------------|
 DJ1834
 DJ1834                          SUPERSEDED SURVEY CONTROL
 DJ1834
 DJ1834  NAD 83(1986)-  33 06 00.64174(N)    088 04 58.11885(W) AD(       ) 2
 DJ1834  NAD 27      -  33 06 00.19800(N)    088 04 58.03300(W) AD(       ) 2
 DJ1834  NGVD 29 (07/19/86)   92.09   (m)          302.1    (f) LEVELING    3  
 DJ1834
 DJ1834.Superseded values are not recommended for survey control.
 DJ1834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1834.See file dsdata.txt to determine how the superseded data were derived.
 DJ1834
 DJ1834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9896062914(NAD 83)
 DJ1834_MARKER: DS = TRIANGULATION STATION DISK
 DJ1834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1834
 DJ1834  HISTORY     - Date     Condition        Report By
 DJ1834  HISTORY     - 1955     MONUMENTED       CGS
 DJ1834  HISTORY     - 1974     GOOD             LOCENG
 DJ1834
 DJ1834                          STATION DESCRIPTION
 DJ1834
 DJ1834'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1834'STATION IS LOCATED ABOUT 4.5 MILES SOUTHEAST OF ALICEVILLE, ABOUT
 DJ1834'6 MILES NORTH OF THE VILLAGE OF RIDGE AND ON PROPERTY OWNED BY
 DJ1834'R.J. KIRKSEY.  IT IS 73 FEET NORTHEAST OF THE CENTER OF THE
 DJ1834'BETHANY CEMETRY ENTRANCE, 56 FEET SOUTHEAST OF A 36 INCH OAK
 DJ1834'TREE, 47 FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 21 FEET EAST
 DJ1834'OF THE CENTER OF A DIRT ROAD AND 8 FEET NORTH OF A WHITE WITNESS
 DJ1834'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BETHANY 1955.
 DJ1834'
 DJ1834'REFERENCE MARK NO. 1 IS 42 FEET NORTHEAST OF A 36 INCH OAK TREE
 DJ1834'AND 19 FEET EAST OF THE CENTER OF A DIRT ROAD.  THE MARK IS FLUSH
 DJ1834'AND THE DISK IS STAMPED BETHANY NO 1 1955.
 DJ1834'
 DJ1834'REFERENCE MARK NO. 2 IS 68 FEET NORTH OF THE CENTER OF A GRAVEL
 DJ1834'ROAD AND 60 FEET WEST OF THE CENTER OF A DIRT ROAD.  THE MARK
 DJ1834'IS FLUSH AND THE DISK IS STAMPED BETHANY NO 2 1955.
 DJ1834'
 DJ1834'AZIMUTH MARK IS 22 FEET WEST OF THE CENTER OF A DIRT ROAD, 7
 DJ1834'FEET WEST OF A 6 INCH PINE TREE AND 3 FEET SOUTH OF A WHITE
 DJ1834'WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DJ1834'BETHANY 1955.
 DJ1834'
 DJ1834'TO REACH THE STATION FROM THE POST OFFICE IN ALICEVILLE GO SOUTH
 DJ1834'ON STATE HIGHWAY 40 FOR 2.15 MILES TO A CROSSROAD (THIS CROSSROAD
 DJ1834'IS 0.2 MILE SOUTH OF THE LUBBUB CREEK BRIDGE), TURN LEFT AND GO
 DJ1834'NORTHEAST ON A PAVED ROAD FOR 1.3 MILE TO A SIDE ROAD RIGHT, TURN
 DJ1834'RIGHT AND GO SOUTH AND THEN EAST FOR 0.65 MILE TO A FORK, TAKE
 DJ1834'THE RIGHT FORK UP A STEEP GRADE FOR 1.6 MILES TO THE BETHANY
 DJ1834'CEMETRY ON THE RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 DJ1834'
 DJ1834'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A DIRT ROAD
 DJ1834'FOR 0.05 MILE TO A T ROAD.  TURN RIGHT AND GO NORTHEAST ON A DIRT
 DJ1834'ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DJ1834'
 DJ1834'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ1834
 DJ1834                          STATION RECOVERY (1974)
 DJ1834
 DJ1834'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB)
 DJ1834'BETHANY 1955 RECOVERED EXCELLENT.  FOUND STA AND BOTH RMS.
 DJ1834'DESCRIPTION GOOD.
 DJ1834'
 DJ1834'DISTANCE AND DIRECTION FROM NEAREST TOWN--4.5 MI. S.E. ALICEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3043 ***********************************************************************
 CN3043  DESIGNATION -  BETHEL
 CN3043  PID         -  CN3043
 CN3043  STATE/COUNTY-  AL/WILCOX
 CN3043  USGS QUAD   -  CATHERINE (1974)
 CN3043
 CN3043                         *CURRENT SURVEY CONTROL
 CN3043  ___________________________________________________________________
 CN3043* NAD 83(1992)-  32 13 30.15882(N)    087 29 30.51974(W)     ADJUSTED  
 CN3043* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 CN3043  ___________________________________________________________________
 CN3043  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CN3043  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CN3043
 CN3043  HORZ ORDER  -  SECOND
 CN3043
 CN3043.The horizontal coordinates were established by classical geodetic methods
 CN3043.and adjusted by the National Geodetic Survey in December 1992..
 CN3043
 CN3043.The orthometric height was scaled from a topographic map.
 CN3043
 CN3043.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3043
 CN3043.The geoid height was determined by GEOID03.
 CN3043
 CN3043;                    North         East     Units Scale Factor Converg.
 CN3043;SPC AL W     -   246,677.487   600,771.853   MT  0.99993334   +0 00 15.7
 CN3043;UTM  16      - 3,565,486.637   453,659.394   MT  0.99962648   -0 15 44.1
 CN3043
 CN3043!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3043!SPC AL W     -   0.99999124  x   0.99993334  =   0.99992458
 CN3043!UTM  16      -   0.99999124  x   0.99962648  =   0.99961772
 CN3043
 CN3043|---------------------------------------------------------------------|
 CN3043| PID    Reference Object                     Distance      Geod. Az  |
 CN3043|                                                           dddmmss.s |
 CN3043| CF9448 BETHEL RM 1                          39.133 METERS 13428     |
 CN3043| CF9449 BETHEL RM 2                          36.570 METERS 22746     |
 CN3043| CF9447 BETHEL AZ MK                                       3111712.1 |
 CN3043|---------------------------------------------------------------------|
 CN3043
 CN3043                          SUPERSEDED SURVEY CONTROL
 CN3043
 CN3043  NAD 83(1986)-  32 13 30.16809(N)    087 29 30.51965(W) AD(       ) 2
 CN3043  NAD 27      -  32 13 29.65800(N)    087 29 30.52200(W) AD(       ) 2
 CN3043
 CN3043.Superseded values are not recommended for survey control.
 CN3043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3043.See file dsdata.txt to determine how the superseded data were derived.
 CN3043
 CN3043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA5365965487(NAD 83)
 CN3043_MARKER: DD = SURVEY DISK
 CN3043_SETTING: 0 = UNSPECIFIED SETTING
 CN3043
 CN3043  HISTORY     - Date     Condition        Report By
 CN3043  HISTORY     - 1944     MONUMENTED       CGS
 CN3043  HISTORY     - 1953     GOOD             BAKER
 CN3043  HISTORY     - 19720301 GOOD             USGS
 CN3043
 CN3043                          STATION DESCRIPTION
 CN3043
 CN3043'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 CN3043'STATION IS LOCATED ABOUT 3 MILES NW OF THE SMALL VILLAGE OF
 CN3043'CATHERINE AND ABOUT 0.25 MILE SW OF THE OLD BETHEL COUNTRY
 CN3043'CHURCH.  IT IS 145 FEET NW OF A FARM ROAD E, 59 FEET NE OF THE
 CN3043'CENTER LINE OF STATE HIGHWAY 28, 4 FEET NW OF A WOODEN WITNESS
 CN3043'POST, AND 1 FOOT SW OF A FENCELINE.  IT IS STAMPED BETHEL 1944
 CN3043'AND PROJECTS ABOUT 3 INCHES.
 CN3043'
 CN3043'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CN3043'DISKS SET IN CONCRETE.
 CN3043'
 CN3043'REFERENCE MARK 1 IS 128.39 FEET SE OF THE STATION, 60 FEET NE
 CN3043'OF THE CENTER LINE OF STATE HIGHWAY 28, 31 FEET N OF THE NW END
 CN3043'OF A CONCRETE CULVERT, AND 27 FEET NW OF A FARM ROAD.  IT IS
 CN3043'STAMPED BETHEL NO 1 1944 AND PROJECTS ABOUT 2 INCHES.
 CN3043'
 CN3043'REFERENCE MARK 2 IS 119.98 FEET SW OF THE STATION, 60 FEET SW OF
 CN3043'THE CENTER LINE OF STATE HIGHWAY 28, AND 1 FOOT NE OF A
 CN3043'FENCELINE.  IT IS STAMPED BETHEL NO 2 1944 AND PROJECTS ABOUT
 CN3043'3 INCHES.
 CN3043'
 CN3043'AZIMUTH MARK IS NW OF THE STATION, 80 FEET S OF J. PETTWAYS MAIL
 CN3043'BOX, AND 59 FEET SW OF THE CENTER LINE OF STATE HIGHWAY 28.  IT
 CN3043'IS 5 FEET SE OF A WOODEN WITNESS POST AND ABOUT 1 FOOT NE OF A
 CN3043'FENCELINE.  IT IS STAMPED BETHEL 1944 AND PROJECTS ABOUT 3
 CN3043'INCHES.
 CN3043'
 CN3043'TO REACH THE AZIMUTH MARK FORM THE STATION, GO NW ON STATE
 CN3043'HIGHWAY 28 FOR 0.4 MILE TO J. PETTWAYS MAIL BOX ON THE LEFT AND
 CN3043'THE AZIMUTH MARK ON THE LEFT.
 CN3043'
 CN3043'TO REACH THE STATION FROM THE CAMDEN POST OFFICE, GO NNW ON
 CN3043'STATE HIGHWAY 28 FOR 18 MILES TO THE JUNCTION OF STATE HIGHWAY
 CN3043'5, CONTINUE ON HIGHWAY 28 FOR 3.0 MILES TO THE STATION ON THE
 CN3043'RIGHT.
 CN3043'
 CN3043'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CN3043
 CN3043                          STATION RECOVERY (1953)
 CN3043
 CN3043'RECOVERY NOTE BY M BAKER JR INCORPORATED 1953 (GFM)
 CN3043'ORIGINAL DESCRIPTION IS ADEQUATE.  STATION AND REFERENCE MARK
 CN3043'2 WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK 1 AND THE
 CN3043'AZIMUTH MARK WERE NOT VISITED.
 CN3043
 CN3043                          STATION RECOVERY (1972)
 CN3043
 CN3043'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 CN3043'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI2823 ***********************************************************************
 AI2823  PACS        -  This is a Primary Airport Control Station.
 AI2823  DESIGNATION -  BFM A
 AI2823  PID         -  AI2823
 AI2823  STATE/COUNTY-  AL/MOBILE
 AI2823  USGS QUAD   -  HOLLINGERS ISLAND (1982)
 AI2823
 AI2823                         *CURRENT SURVEY CONTROL
 AI2823  ___________________________________________________________________
 AI2823* NAD 83(1992)-  30 37 20.64183(N)    088 03 54.14089(W)     ADJUSTED  
 AI2823* NAVD 88     -         6.45   (meters)      21.2    (feet)  GPS OBS   
 AI2823  ___________________________________________________________________
 AI2823  X           -     185,485.257 (meters)                     COMP
 AI2823  Y           -  -5,490,282.535 (meters)                     COMP
 AI2823  Z           -   3,229,927.902 (meters)                     COMP
 AI2823  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 AI2823  ELLIP HEIGHT-         -22.00  (meters)          (09/30/02) GPS OBS
 AI2823  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 AI2823
 AI2823  HORZ ORDER  -  B
 AI2823  ELLP ORDER  -  FOURTH    CLASS I
 AI2823
 AI2823.This mark is at Mobile (DOWNTOWN) Airport (BFM)
 AI2823
 AI2823.The horizontal coordinates were established by GPS observations
 AI2823.and adjusted by the National Geodetic Survey in November 1999..
 AI2823
 AI2823.The orthometric height was determined by GPS observations and a
 AI2823.high-resolution geoid model.
 AI2823
 AI2823.GPS derived orthometric heights for airport stations designated as
 AI2823.PACS or SACS are published to 2 decimal places.  This maintains
 AI2823.centimeter relative accuracy between the PACS and SACS.  It does
 AI2823.not indicate centimeter accuracy relative to other marks which are
 AI2823.part of the NAVD 88 network.
 AI2823
 AI2823.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2823
 AI2823.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2823
 AI2823.The ellipsoidal height was determined by GPS observations
 AI2823.and is referenced to NAD 83.
 AI2823
 AI2823.The geoid height was determined by GEOID03.
 AI2823
 AI2823;                    North         East     Units Scale Factor Converg.
 AI2823;SPC AL W     -    69,129.361   545,828.077   MT  0.99996952   -0 17 16.2
 AI2823;UTM  16      - 3,388,238.940   397,923.634   MT  0.99972854   -0 32 33.2
 AI2823
 AI2823!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2823!SPC AL W     -   1.00000345  x   0.99996952  =   0.99997297
 AI2823!UTM  16      -   1.00000345  x   0.99972854  =   0.99973199
 AI2823
 AI2823                          SUPERSEDED SURVEY CONTROL
 AI2823
 AI2823  ELLIP H (11/29/99)  -22.00   (m)                       GP(       ) 1 1
 AI2823
 AI2823.Superseded values are not recommended for survey control.
 AI2823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AI2823.See file dsdata.txt to determine how the superseded data were derived.
 AI2823
 AI2823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9792488239(NAD 83)
 AI2823_MARKER: DH = HORIZONTAL CONTROL DISK
 AI2823_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AI2823_SP_SET: 16-FT.DEEP CONCRETE CATCH BASIN
 AI2823_STAMPING: BFM A 1999
 AI2823_MARK LOGO: NGS   
 AI2823_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2823_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AI2823_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2823+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1999
 AI2823
 AI2823  HISTORY     - Date     Condition        Report By
 AI2823  HISTORY     - 1999     MONUMENTED       NGS
 AI2823  HISTORY     - 19990309 GOOD             NGS
 AI2823
 AI2823                          STATION DESCRIPTION
 AI2823
 AI2823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI2823'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF MOBILE NEAR THE WEST
 AI2823'EDGE OF MOBILE BAY, AT THE MOBILE DOWNTOWN AIRPORT.  NEAR THE
 AI2823'SOUTHEAST SIDE OF THE AIRPORT, IN A GRASS AREA JUST EAST-NORTHEAST OF
 AI2823'THE ANGLE FORMED BY RUNWAY 18-36 AND TAXIWAY A.  SET IN TOP OF AND
 AI2823'NEAR THE SOUTHWEST CORNER OF A 6 X 6 X 16-FOOT DEEP POURED IN PLACE
 AI2823'CONCRETE CATCH BASIN.  OWNERSHIP--MOBILE AIRPORT AUTHORITY, BROOKLEY
 AI2823'INDUSTRIAL COMPLEX 1891 9TH STREET, MOBILE, AL.  36615.  AIRPORT
 AI2823'MANAGER ROGER ENGSTROM.  OPERATIONS MANAGER C.H.  CHUCK MARTIN, PHONE
 AI2823'205-438-7334.  --NOTE--CONTACT MOBILE AIRPORT AUTHORITY OPERATIONS
 AI2823'MANAGER (24-HOURS IN ADVANCE) WITH INTENTIONS AND TO OBTAIN A KEY AND
 AI2823'ESCORT FOR THE BEST WAY TO REACH THE STATION AS PER HIS REQUEST.
 AI2823'--NOTE--THIS STATION IS THE PRIMARY AIRPORT CONTROL STATION.  TO REACH
 AI2823'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND MICHIGAN
 AI2823'AVENUE (EXIT 23) NEAR THE SOUTHEAST EDGE OF MOBILE, GO SOUTH, FOR 0.24
 AI2823'KM (0.15 MI) ON MICHIGAN AVENUE TO THE JUNCTION OF BROAD STREET ON THE
 AI2823'LEFT.  TURN LEFT, EAST, FOR 0.72 KM (0.45 MI) ON BROAD STREET TO 9TH
 AI2823'STREET ON THE LEFT AND THE AIRPORT AUTHORITY BUILDING NUMBER 1891 ON
 AI2823'THE LEFT.  CONTINUE EASTERLY FOR 0.48 KM (0.30 MI) ON BROAD STREET TO
 AI2823'A FORK.  BEAR RIGHT, NORTHEAST, THEN EAST, FOR 0.16 KM (0.10 MI) TO A
 AI2823'FORK.  BEAR LEFT, SOUTHERLY, FOR 1.36 KM (0.85 MI) ON BAY FRONT DRIVE
 AI2823'TO A PAVED ROAD RIGHT, ACROSS FROM A BRICK SIGN FOR THE GULF PINES
 AI2823'GOLF COURSE.  TURN RIGHT, WEST, THEN SOUTH, FOR 1.12 KM (0.70 MI) ON
 AI2823'THE PAVED ROAD TO A LOCKED GATE (GATE NUMBER 6) .  PASS THROUGH THE
 AI2823'GATE, SOUTH, FOR ABOUT 20 M (65.6 FT) TO A GRAVELED TAR ROAD ON THE
 AI2823'RIGHT.  TURN RIGHT, WEST, THEN NORTHWEST FOR 0.15 KM (0.10 MI) ON THE
 AI2823'GRAVELED ROAD TO THE CATCH BASIN ON THE LEFT AND THE STATION NEAR THE
 AI2823'SOUTHWEST CORNER. --NOTE--THE GRAVEL ROAD IS TO BE REMOVED IN THE NEAR
 AI2823'FUTURE.  STATION IS 60.2 M (197.5 FT) EAST OF THE EAST EDGE OF RUNWAY
 AI2823'18-36, 53.4 M (175.2 FT) NORTHEAST OF THE TAXI A CENTER, 22.3 M (73.2
 AI2823'FT) SOUTHWEST OF THE GRAVELED ROAD CENTER, AND THE STATION IS ABOUT
 AI2823'0.5 M (1.6 FT) BELOW THE TAXI A LEVEL AND FLUSH WITH THE TOP OF THE
 AI2823'CATCH BASIN.  BY R.G.  HAYES.  THIS STATION IS DESIGNATED AS A PRIMARY
 AI2823'AIRPORT CONTROL STATION (PACS) .
 AI2823
 AI2823                          STATION RECOVERY (1999)
 AI2823
 AI2823'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI2823'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2898 ***********************************************************************
 DH2898  SACS        -  This is a Secondary Airport Control Station.
 DH2898  DESIGNATION -  BHM ARP 2 1962
 DH2898  PID         -  DH2898
 DH2898  STATE/COUNTY-  AL/JEFFERSON
 DH2898  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH2898
 DH2898                         *CURRENT SURVEY CONTROL
 DH2898  ___________________________________________________________________
 DH2898* NAD 83(1992)-  33 33 47.53381(N)    086 45 19.77242(W)     ADJUSTED  
 DH2898* NAVD 88     -       184.83   (+/-2cm)     606.4    (feet)  VERTCON   
 DH2898  ___________________________________________________________________
 DH2898  X           -     301,114.976 (meters)                     COMP
 DH2898  Y           -  -5,311,798.905 (meters)                     COMP
 DH2898  Z           -   3,506,263.890 (meters)                     COMP
 DH2898  LAPLACE CORR-          -0.58  (seconds)                    DEFLEC99
 DH2898  ELLIP HEIGHT-         155.63  (meters)          (07/29/02) GPS OBS
 DH2898  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH2898
 DH2898  HORZ ORDER  -  B
 DH2898  VERT ORDER  -  THIRD ? (See Below)
 DH2898  ELLP ORDER  -  FOURTH    CLASS II
 DH2898
 DH2898.This mark is at Birmingham Airport (BHM)
 DH2898
 DH2898.The horizontal coordinates were established by GPS observations
 DH2898.and adjusted by the National Geodetic Survey in August 1994..
 DH2898
 DH2898.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2898.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2898
 DH2898.GPS derived orthometric heights for airport stations designated as
 DH2898.PACS or SACS are published to 2 decimal places.  This maintains
 DH2898.centimeter relative accuracy between the PACS and SACS.  It does
 DH2898.not indicate centimeter accuracy relative to other marks which are
 DH2898.part of the NAVD 88 network.
 DH2898.The vertical order pertains to the NGVD 29 superseded value.
 DH2898
 DH2898.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2898
 DH2898.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2898
 DH2898.The ellipsoidal height was determined by GPS observations
 DH2898.and is referenced to NAD 83.
 DH2898
 DH2898.The geoid height was determined by GEOID03.
 DH2898
 DH2898;                    North         East     Units Scale Factor Converg.
 DH2898;SPC AL W     -   395,321.261   669,127.381   MT  0.99999222   +0 24 41.8
 DH2898;UTM  16      - 3,713,753.376   522,694.694   MT  0.99960635   +0 08 06.6
 DH2898
 DH2898!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2898!SPC AL W     -   0.99997557  x   0.99999222  =   0.99996779
 DH2898!UTM  16      -   0.99997557  x   0.99960635  =   0.99958193
 DH2898
 DH2898                          SUPERSEDED SURVEY CONTROL
 DH2898
 DH2898  ELLIP H (08/11/94)  155.70   (m)                       GP(       ) 4 1
 DH2898  NGVD 29 (08/11/94)  184.79   (m)          606.3    (f) LEVELING    3  
 DH2898
 DH2898.Superseded values are not recommended for survey control.
 DH2898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2898.See file dsdata.txt to determine how the superseded data were derived.
 DH2898
 DH2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2269513753(NAD 83)
 DH2898_MARKER: DT = TOPOGRAPHIC STATION DISK
 DH2898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2898_SP_SET: CONCRETE POST
 DH2898_STAMPING: ARP 2 1962
 DH2898_MARK LOGO: CGS   
 DH2898_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2898+STABILITY: SURFACE MOTION
 DH2898_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2898+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1993
 DH2898
 DH2898  HISTORY     - Date     Condition        Report By
 DH2898  HISTORY     - 1962     MONUMENTED       CGS
 DH2898  HISTORY     - 19901101 GOOD             NGS
 DH2898  HISTORY     - 19930406 GOOD
 DH2898
 DH2898                          STATION DESCRIPTION
 DH2898
 DH2898'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DH2898'STATION IS LOCATED ON THE BIRMINGHAM AIRPORT IN BIRMINGHAM, AL AT THE
 DH2898'JUNCTION OF A TAXIWAY RUNNING PARALLEL TO RUNWAY 5/23 AND A DIAGONAL
 DH2898'TAXIWAY NEAR THE CENTER OF TERMINAL RAMP.
 DH2898'FROM THE AIR TRAFFIC CONTROL TOWER AT THE TERMINAL RAMP PROCEED DUE
 DH2898'WEST TO THE JUNCTION OF THE PARALLEL TAXIWAY AND A DIAGONAL TAXIWAY
 DH2898'DESIGNATED E AND THE STATION IN THE WEST PORTION OF THE GRASS ISLAND
 DH2898'BETWEEN THE TAXIWAYS.
 DH2898'IT IS 52.0 FT (15.8 M) SOUTHWEST OF A TAXIWAY LIGHT (SHOWS BLUE)
 DH2898'CLOSEST TO THE JUNCTION OF THE TAXIWAYS, 16.5 FT (5.0 M) SOUTH OF THE
 DH2898'SOUTH EDGE OF TAXIWAY E WHICH RUNS EAST-WEST AND 7.0 FT (2.1 M) SOUTH
 DH2898'OF ANOTHER TAXIWAY LIGHT WHICH IS THE SECOND LIGHT FROM THE WEST
 DH2898'CORNER OF THE GRASS ISLAND.
 DH2898'ACCESS TO THE FIELD IS CONTROLLED.  CONTACT THE AIRPORT OPERATIONS
 DH2898'OFFICE AT 205-595-0533 TO COORDINATE ENTRY ONTO THE FIELD.
 DH2898
 DH2898                          STATION RECOVERY (1990)
 DH2898
 DH2898'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990 (JLD)
 DH2898'THE STATION IS LOCATED ON THE AIRPORT SOUTHWEST OF THE INTERSECTION OF
 DH2898'TAXIWAYS E AND A.  THE STATION IS 16.5 FT (5.0 M) SOUTH OF THE SOUTH
 DH2898'EDGE OF TAXIWAY E, 52.0 FT (15.8 M) SOUTHWEST OF A TAXIWAY LIGHT, AND
 DH2898'7.0 FT (2.1 M) SOUTH OF A TAXIWAY LIGHT AT THE SOUTH EDGE OF TAXIWAY
 DH2898'E.  THE STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE
 DH2898'MONUMENT FLUSH WITH THE GROUND, STAMPED ARP 2 1962.
 DH2898
 DH2898                          STATION RECOVERY (1993)
 DH2898
 DH2898'RECOVERED 1993
 DH2898'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2899 ***********************************************************************
 DH2899  PACS        -  This is a Primary Airport Control Station.
 DH2899  DESIGNATION -  BHM B2 1979
 DH2899  PID         -  DH2899
 DH2899  STATE/COUNTY-  AL/JEFFERSON
 DH2899  USGS QUAD   -  IRONDALE (1978)
 DH2899
 DH2899                         *CURRENT SURVEY CONTROL
 DH2899  ___________________________________________________________________
 DH2899* NAD 83(1992)-  33 34 15.98913(N)    086 44 40.22981(W)     ADJUSTED  
 DH2899* NAVD 88     -       192.35   (+/-2cm)     631.1    (feet)  VERTCON   
 DH2899  ___________________________________________________________________
 DH2899  X           -     302,106.111 (meters)                     COMP
 DH2899  Y           -  -5,311,263.361 (meters)                     COMP
 DH2899  Z           -   3,506,998.558 (meters)                     COMP
 DH2899  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 DH2899  ELLIP HEIGHT-         163.14  (meters)          (07/29/02) GPS OBS
 DH2899  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH2899
 DH2899  HORZ ORDER  -  B
 DH2899  VERT ORDER  -  THIRD ? (See Below)
 DH2899  ELLP ORDER  -  FOURTH    CLASS II
 DH2899
 DH2899.This mark is at Birmingham Airport (BHM)
 DH2899
 DH2899.The horizontal coordinates were established by GPS observations
 DH2899.and adjusted by the National Geodetic Survey in August 1994..
 DH2899
 DH2899.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2899.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2899
 DH2899.GPS derived orthometric heights for airport stations designated as
 DH2899.PACS or SACS are published to 2 decimal places.  This maintains
 DH2899.centimeter relative accuracy between the PACS and SACS.  It does
 DH2899.not indicate centimeter accuracy relative to other marks which are
 DH2899.part of the NAVD 88 network.
 DH2899.The vertical order pertains to the NGVD 29 superseded value.
 DH2899
 DH2899.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH2899
 DH2899.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2899
 DH2899.The ellipsoidal height was determined by GPS observations
 DH2899.and is referenced to NAD 83.
 DH2899
 DH2899.The geoid height was determined by GEOID03.
 DH2899
 DH2899;                    North         East     Units Scale Factor Converg.
 DH2899;SPC AL W     -   396,205.311   670,140.880   MT  0.99999396   +0 25 04.0
 DH2899;UTM  16      - 3,714,632.185   523,712.053   MT  0.99960693   +0 08 28.6
 DH2899
 DH2899!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2899!SPC AL W     -   0.99997439  x   0.99999396  =   0.99996835
 DH2899!UTM  16      -   0.99997439  x   0.99960693  =   0.99958133
 DH2899
 DH2899                          SUPERSEDED SURVEY CONTROL
 DH2899
 DH2899  ELLIP H (08/11/94)  163.20   (m)                       GP(       ) 4 1
 DH2899  NGVD 29 (08/11/94)  192.31   (m)          630.9    (f) LEVELING    3  
 DH2899
 DH2899.Superseded values are not recommended for survey control.
 DH2899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2899.See file dsdata.txt to determine how the superseded data were derived.
 DH2899
 DH2899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2371214632(NAD 83)
 DH2899_MARKER: DT = TOPOGRAPHIC STATION DISK
 DH2899_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2899_SP_SET: CONCRETE POST
 DH2899_STAMPING: BHM B2 1979
 DH2899_MARK LOGO: NOS   
 DH2899_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2899_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2899+STABILITY: SURFACE MOTION
 DH2899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2899+SATELLITE: SATELLITE OBSERVATIONS - April 06, 1993
 DH2899
 DH2899  HISTORY     - Date     Condition        Report By
 DH2899  HISTORY     - 1979     MONUMENTED       NOS
 DH2899  HISTORY     - 19900630 GOOD             NGS
 DH2899  HISTORY     - 19930406 GOOD
 DH2899
 DH2899                          STATION DESCRIPTION
 DH2899
 DH2899'DESCRIBED BY NATIONAL OCEAN SERVICE 1979
 DH2899'STATION IS LOCATED ON THE BIRMINGHAM AIRPORT IN BIRMINGHAM, AL NORTH
 DH2899'OF THE NORTHEAST END OF RUNWAY 5/23.
 DH2899'TO REACH FROM THE TERMINAL RAMP PROCEED VIA TAXIWAYS CROSSING RUNWAYS
 DH2899'18/36 AND 5/23  TO THE GRASS NORTH OF RUNWAY END 23 AND THE STATION.
 DH2899'IT IS 274 FT (83.5 M) NORTH OF THE CENTERLINE END OF RUNWAY 23, 147 FT
 DH2899'(44.8 M) NORTHWEST OF THE PROJECTION OF THE NORTHWEST EDGE OF THE
 DH2899'RUNWAY, 150.3 FT (45.8 M) NORTHEAST OF THE NORTHEAST EDGE OF A
 DH2899'TAXIWAY, 231.8 FT (70.7 M) NORTHWEST OF THE FIRST APPROACH LIGHT
 DH2899'TOWER NORTHWEST OF THE RUNWAY END, 206.7 FT (63.0 M) NORTH OF THE
 DH2899'WESTERNMOST THRESHOLD LIGHT (SHOWS GREEN AND RED) AND 71.4 FT
 DH2899'(21.8 M) NORTHEAST OF THE CENTER OF A STORM DRAIN.
 DH2899'ACCESS TO THE FIELD IS CONTROLLED.  CONTACT AIRPORT OPERATIONS AT
 DH2899'205-595-0533 FOR ENTRY TO THE FIELD.
 DH2899
 DH2899                          STATION RECOVERY (1990)
 DH2899
 DH2899'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1990
 DH2899'THE STATION IS LOCATED ON THE NORTHEAST SECTION OF THE BIRMINGHAM
 DH2899'MUNICIPAL APT ON RANGE WITH TAXIWAY HOLDBAR, 274 FT (83.5 M) NORTH OF
 DH2899'C/L END RWY 23, 147 FT (44.8 M) NORTHWEST OF NORTHWEST EDGE OF RWY
 DH2899'EXTENED, 150.3 FT (45.8 M) NORTHEAST OF THE NORTHEAST EDGE OF TAXIWAY,
 DH2899'231.8 FT (70.7 M) NORTHWEST OF FIRST APPROACH LT TOWER NORTHEAST OF
 DH2899'RWY END, 206.7 FT (63.0 M) NORTH OF THE MOST WESTERLY THRESHOLD LT AND
 DH2899'71.4 FT (21.8 M) NORTHEAST OF THE CENTER OF STORM DRAIN.  THE STATION
 DH2899'IS A NOS DISK STAMPED BHM B2 1979, SET IN A CONCRETE MONUMENT FLUSH
 DH2899'WITH GROUND.
 DH2899
 DH2899                          STATION RECOVERY (1993)
 DH2899
 DH2899'RECOVERED 1993
 DH2899'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2521 ***********************************************************************
 DH2521  DESIGNATION -  BIBB
 DH2521  PID         -  DH2521
 DH2521  STATE/COUNTY-  AL/BIBB
 DH2521  USGS QUAD   -  WEST BLOCTON WEST (1979)
 DH2521
 DH2521                         *CURRENT SURVEY CONTROL
 DH2521  ___________________________________________________________________
 DH2521* NAD 83(1992)-  33 03 59.61931(N)    087 08 26.10945(W)     ADJUSTED  
 DH2521* NAVD 88     -       194.4    (meters)     638.     (feet)  VERTCON   
 DH2521  ___________________________________________________________________
 DH2521  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DH2521  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH2521
 DH2521  HORZ ORDER  -  FIRST
 DH2521
 DH2521.The horizontal coordinates were established by classical geodetic methods
 DH2521.and adjusted by the National Geodetic Survey in December 1992..
 DH2521
 DH2521.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2521.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2521
 DH2521.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2521
 DH2521.The geoid height was determined by GEOID03.
 DH2521
 DH2521;                    North         East     Units Scale Factor Converg.
 DH2521;SPC AL W     -   340,051.353   633,561.007   MT  0.99994722   +0 11 46.0
 DH2521;UTM  16      - 3,658,674.718   486,876.910   MT  0.99960212   -0 04 36.1
 DH2521
 DH2521!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2521!SPC AL W     -   0.99997405  x   0.99994722  =   0.99992127
 DH2521!UTM  16      -   0.99997405  x   0.99960212  =   0.99957618
 DH2521
 DH2521|---------------------------------------------------------------------|
 DH2521| PID    Reference Object                     Distance      Geod. Az  |
 DH2521|                                                           dddmmss.s |
 DH2521| DH2522 BIBB LOT                             14.727 METERS 09119     |
 DH2521| CF9451 BIBB RM 1                            16.637 METERS 12332     |
 DH2521| CN2994 CENTERVILLE                         APPROX.13.4 KM 1704015.8 |
 DH2521| CN3008 CENTERVILLE MUN TANK                APPROX.13.4 KM 1775800.4 |
 DH2521| CN3009 CENTERVILLE COURTHOUSE DOME         APPROX.13.4 KM 1780017.1 |
 DH2521| CN3010 CENTERVILLE BELCHER LMBR TANK       APPROX.14.3 KM 1820108.5 |
 DH2521|---------------------------------------------------------------------|
 DH2521
 DH2521                          SUPERSEDED SURVEY CONTROL
 DH2521
 DH2521  NAD 83(1986)-  33 03 59.62652(N)    087 08 26.11294(W) AD(       ) 1
 DH2521  NAD 27      -  33 03 59.19312(N)    087 08 26.12823(W) AD(       ) 1
 DH2521  NGVD 29 (07/19/86)  194.4    (m)          638.     (f) VERT ANG       
 DH2521
 DH2521.Superseded values are not recommended for survey control.
 DH2521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2521.See file dsdata.txt to determine how the superseded data were derived.
 DH2521
 DH2521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8687758675(NAD 83)
 DH2521_MARKER: DS = TRIANGULATION STATION DISK
 DH2521_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2521_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2521
 DH2521  HISTORY     - Date     Condition        Report By
 DH2521  HISTORY     - 1976     MONUMENTED       NGS
 DH2521
 DH2521                          STATION DESCRIPTION
 DH2521
 DH2521'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (JLC)
 DH2521'THE STATION IS LOCATED ABOUT 8 MILES NORTH OF CENTERVILLE, 4 MILES
 DH2521'SOUTH OF WEST BLOCTON AND JUST WEST OF THE BIBB LOOKOUT TOWER.  IT
 DH2521'IS IN THE NORTHEAST 1/4 OF SECTION 14, T 24 N, R 9 E AND ON STATE
 DH2521'OWNED LAND.
 DH2521'
 DH2521'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 5 AND COUNTY
 DH2521'ROUTE 24, AT THE WEST EDGE OF WEST BLOCTON, GO SOUTH ON STATE
 DH2521'HIGHWAY 5 FOR 1.7 MILES TO A CROSSROAD, CONTINUE SOUTH ON STATE
 DH2521'HIGHWAY 5 FOR 1.85 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 DH2521'FOLLOW A PAVED AND DIRT ROAD UPHILL FOR 0.55 MILE TO THE LOOKOUT
 DH2521'TOWER AND THE STATION.
 DH2521'
 DH2521'STATION MARKS ARE STANDARD DISKS STAMPED BIBB 1970.  THE SURFACE
 DH2521'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DH2521'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 39.2 FEET
 DH2521'WEST-NORTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER, 38.5 FEET
 DH2521'WEST OF THE NORTHWEST LEG OF LOOKOUT TOWER AND 13.7 FEET SOUTH
 DH2521'OF A 14-INCH PINE TREE.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 DH2521'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DH2521'
 DH2521'REFERENCE MARK 1, A STANDARD DISK STAMPED BIBB NO 1 1970, IS CEMENTED
 DH2521'IN A DRILL HOLE IN THE TOP STEP OF THE CONCRETE STEPS AND SIDEWALK
 DH2521'LEADING TO LOOKOUT TOWER.  IT IS 23 FEET SOUTHWEST OF THE SOUTHEAST
 DH2521'LEG OF LOOKOUT TOWER, 20 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST LEG
 DH2521'OF LOOKOUT TOWER, 8 FEET EAST OF A 15-INCH PINE TREE AND ABOUT 3
 DH2521'FEET LOWER THAN THE STATION.
 DH2521'
 DH2521'NOTE--DUE TO THE TERRAIN AROUND THE LOOKOUT TOWER JUST 1 REFERENCE
 DH2521'MARK WAS ESTABLISHED.  NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 DH2521'
 DH2521'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2522 ***********************************************************************
 DH2522  DESIGNATION -  BIBB LOT
 DH2522  PID         -  DH2522
 DH2522  STATE/COUNTY-  AL/BIBB
 DH2522  USGS QUAD   -  WEST BLOCTON WEST (1979)
 DH2522
 DH2522                         *CURRENT SURVEY CONTROL
 DH2522  ___________________________________________________________________
 DH2522* NAD 83(1992)-  33 03 59.60838(N)    087 08 25.54185(W)     ADJUSTED  
 DH2522* NAVD 88     -                                                        
 DH2522  ___________________________________________________________________
 DH2522  LAPLACE CORR-           0.82  (seconds)                    DEFLEC99
 DH2522  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH2522
 DH2522  HORZ ORDER  -  THIRD
 DH2522
 DH2522.The horizontal coordinates were established by classical geodetic methods
 DH2522.and adjusted by the National Geodetic Survey in December 1992..
 DH2522
 DH2522
 DH2522.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2522
 DH2522.The geoid height was determined by GEOID03.
 DH2522
 DH2522;                    North         East     Units Scale Factor Converg.
 DH2522;SPC AL W     -   340,051.067   633,575.731   MT  0.99994723   +0 11 46.3
 DH2522;UTM  16      - 3,658,674.361   486,891.627   MT  0.99960212   -0 04 35.8
 DH2522
 DH2522                          SUPERSEDED SURVEY CONTROL
 DH2522
 DH2522  NAD 83(1986)-  33 03 59.61563(N)    087 08 25.54533(W) AD(       ) 4
 DH2522  NAD 27      -  33 03 59.18219(N)    087 08 25.56065(W) AD(       ) 3
 DH2522
 DH2522.Superseded values are not recommended for survey control.
 DH2522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2522.See file dsdata.txt to determine how the superseded data were derived.
 DH2522
 DH2522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8689258674(NAD 83)
 DH2522_MARKER: 57 = LOOKOUT TOWER
 DH2522
 DH2522  HISTORY     - Date     Condition        Report By
 DH2522  HISTORY     - 1970     FIRST OBSERVED   NGS
 DH2522
 DH2522                          STATION DESCRIPTION
 DH2522
 DH2522'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 DH2522'THE BIBB LOOKOUT TOWER IS LOCATED ABOUT 8 MILES NORTH OF CENTERVILLE,
 DH2522'4 MILES SOUTH OF WEST BLOCTON AND 1/2 MILE WEST OF STATE HIGHWAY
 DH2522'5.
 DH2522'
 DH2522'TO REACH THE LOOKOUT TOWER FROM THE JUNCTION OF STATE HIGHWAY 5 AND
 DH2522'COUNTY ROUTE 24, AT THE WEST EDGE OF WEST BLOCTON, GO SOUTH ON STATE
 DH2522'HIGHWAY 5 FOR 1.7 MILES TO A CROSSROAD, CONTINUE SOUTH ON STATE
 DH2522'HIGHWAY 5 FOR 1.85 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND
 DH2522'FOLLOW A PAVED AND DIRT ROAD UPHILL FOR 0.55 MILE TO THE TOP OF
 DH2522'HILL AND THE TOWER.
 DH2522'
 DH2522'IT IS A 4-LEGGED STEEL STRUCTURE WITH AN OBSERVATION CABIN ON
 DH2522'TOP.  THE OVERALL HEIGHT IS 110 FEET.
 DH2522'
 DH2522'THE POINT INTERSECTED WAS THE TOP CENTER OF THE OBSERVATION
 DH2522'CABIN.
 DH2522'
 DH2522'A TAPED DISTANCE WAS MADE FROM TRIANGULATION STATION BIBB, THE
 DH2522'DISTANCE BEING 48.3 FEET OR 14.73 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2978 ***********************************************************************
 CN2978  DESIGNATION -  BILLINGSLEY TRANSCON GAS MAST
 CN2978  PID         -  CN2978
 CN2978  STATE/COUNTY-  AL/CHILTON
 CN2978  USGS QUAD   -  BILLINGSLEY (1984)
 CN2978
 CN2978                         *CURRENT SURVEY CONTROL
 CN2978  ___________________________________________________________________
 CN2978* NAD 83(1992)-  32 40 17.44196(N)    086 43 10.77826(W)     ADJUSTED  
 CN2978* NAVD 88     -                                                        
 CN2978  ___________________________________________________________________
 CN2978  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 CN2978  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CN2978
 CN2978  HORZ ORDER  -  THIRD
 CN2978
 CN2978.The horizontal coordinates were established by classical geodetic methods
 CN2978.and adjusted by the National Geodetic Survey in December 1992..
 CN2978
 CN2978
 CN2978.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2978
 CN2978.The geoid height was determined by GEOID03.
 CN2978
 CN2978;                    North         East     Units Scale Factor Converg.
 CN2978;SPC AL W     -   296,454.096   673,190.327   MT  0.99999936   +0 25 16.5
 CN2978;UTM  16      - 3,614,906.365   526,284.792   MT  0.99960852   +0 09 04.8
 CN2978
 CN2978                          SUPERSEDED SURVEY CONTROL
 CN2978
 CN2978  NAD 83(1986)-  32 40 17.45152(N)    086 43 10.78262(W) AD(       ) 4
 CN2978  NAD 27      -  32 40 16.98280(N)    086 43 10.84484(W) AD(       ) 3
 CN2978
 CN2978.Superseded values are not recommended for survey control.
 CN2978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2978.See file dsdata.txt to determine how the superseded data were derived.
 CN2978
 CN2978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2628514906(NAD 83)
 CN2978_MARKER: 44 = MICROWAVE MAST
 CN2978
 CN2978  HISTORY     - Date     Condition        Report By
 CN2978  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN2978
 CN2978                          STATION DESCRIPTION
 CN2978
 CN2978'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2978'THE BILLINGSLEY TRANSCONTINENTAL GAS PIPELINE COMPANY KIC 559 MAST
 CN2978'IS LOCATED ABOUT 13 MILES SOUTHEAST OF MAPLESVILLE, 3 MILES
 CN2978'NORTHEAST OF STATE HIGHWAY 22, AND 1 MILE NORTH OF THE SMALL
 CN2978'VILLAGE OF BILLINGSLEY.
 CN2978'
 CN2978'THE STATION IS A SINGLE COLUMN MAST, GUYED, 350 FEET HIGH, PAINTED
 CN2978'ALTERNATELY RED AND WHITE, WITH A LIGHT AT THE APEX.  THE POINT
 CN2978'INTERSECTED WAS THE TOP CENTER.
 CN2978'
 CN2978'THE AREA OFFICE FOR THIS COMPANY IS LOCATED IN SELMA, PHONE NUMBER
 CN2978'IS 872-1744.
 CN2978'
 CN2978'A TO REACH WAS NOT AVAILABLE FOR THIS STATION AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF3604 ***********************************************************************
 DF3604  CORS        -  This is a GPS Continuously Operating Reference Station.
 DF3604  DESIGNATION -  BIRMINGHAM COOP CORS ARP
 DF3604  CORS_ID     -  EDAA
 DF3604  PID         -  DF3604
 DF3604  STATE/COUNTY-  AL/JEFFERSON
 DF3604  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DF3604
 DF3604                         *CURRENT SURVEY CONTROL
 DF3604  ___________________________________________________________________
 DF3604* NAD 83(CORS)-  33 32 19.06767(N)    086 45 18.85417(W)     ADJUSTED  
 DF3604* NAVD 88     -                                                        
 DF3604  ___________________________________________________________________
 DF3604  EPOCH DATE  -        2002.00
 DF3604  X           -     301,224.505 (meters)                     COMP
 DF3604  Y           -  -5,313,312.442 (meters)                     COMP
 DF3604  Z           -   3,503,999.554 (meters)                     COMP
 DF3604  ELLIP HEIGHT-         168.70  (meters)          (11/??/02) GPS OBS
 DF3604  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DF3604
 DF3604  HORZ ORDER  -  SPECIAL (CORS)
 DF3604  ELLP ORDER  -  SPECIAL (CORS)
 DF3604
 DF3604.ITRF positions are available for this station.
 DF3604.The coordinates were established by GPS observations
 DF3604.and adjusted by the National Geodetic Survey in November 2002..
 DF3604.The coordinates are valid at the epoch date displayed above.
 DF3604.The epoch date for horizontal control is a decimal equivalence
 DF3604.of Year/Month/Day.
 DF3604
 DF3604
 DF3604.The PID for the CORS L1 Phase Center is DG4796.
 DF3604
 DF3604.The XYZ, and position/ellipsoidal ht. are equivalent.
 DF3604
 DF3604.The ellipsoidal height was determined by GPS observations
 DF3604.and is referenced to NAD 83.
 DF3604
 DF3604.The geoid height was determined by GEOID03.
 DF3604
 DF3604;                    North         East     Units Scale Factor Converg.
 DF3604;SPC AL W     -   392,595.922   669,170.646   MT  0.99999230   +0 24 41.4
 DF3604
 DF3604!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DF3604!SPC AL W     -   0.99997352  x   0.99999230  =   0.99996582
 DF3604
 DF3604                          SUPERSEDED SURVEY CONTROL
 DF3604
 DF3604.No superseded survey control is available for this station.
 DF3604
 DF3604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2272511029(NAD 83)
 DF3604_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DF3604
 DF3604                          STATION DESCRIPTION
 DF3604
 DF3604'DESCRIBED BY NATIONAL GEODETIC SURVEY 2002
 DF3604'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DF3604'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DF3604'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DF3604'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DF3604'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG4796 ***********************************************************************
 DG4796  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG4796  DESIGNATION -  BIRMINGHAM COOP CORS L1 PHASE CENTER
 DG4796  CORS_ID     -  EDAA
 DG4796  PID         -  DG4796
 DG4796  STATE/COUNTY-  AL/JEFFERSON
 DG4796  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DG4796
 DG4796                         *CURRENT SURVEY CONTROL
 DG4796  ___________________________________________________________________
 DG4796* NAD 83(CORS)-  33 32 19.06775(N)    086 45 18.85412(W)     ADJUSTED  
 DG4796* NAVD 88     -                                                        
 DG4796  ___________________________________________________________________
 DG4796  EPOCH DATE  -        2002.00
 DG4796  X           -     301,224.511 (meters)                     COMP
 DG4796  Y           -  -5,313,312.532 (meters)                     COMP
 DG4796  Z           -   3,503,999.617 (meters)                     COMP
 DG4796  ELLIP HEIGHT-         168.81  (meters)          (11/??/02) GPS OBS
 DG4796  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DG4796
 DG4796  HORZ ORDER  -  SPECIAL (CORS)
 DG4796  ELLP ORDER  -  SPECIAL (CORS)
 DG4796
 DG4796.ITRF positions are available for this station.
 DG4796.The coordinates were established by GPS observations
 DG4796.and adjusted by the National Geodetic Survey in November 2002..
 DG4796.The coordinates are valid at the epoch date displayed above.
 DG4796.The epoch date for horizontal control is a decimal equivalence
 DG4796.of Year/Month/Day.
 DG4796
 DG4796
 DG4796.The PID for the CORS ARP is DF3604.
 DG4796
 DG4796.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG4796
 DG4796.The ellipsoidal height was determined by GPS observations
 DG4796.and is referenced to NAD 83.
 DG4796
 DG4796.The geoid height was determined by GEOID03.
 DG4796
 DG4796;                    North         East     Units Scale Factor Converg.
 DG4796;SPC AL W     -   392,595.925   669,170.647   MT  0.99999230   +0 24 41.4
 DG4796
 DG4796!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG4796!SPC AL W     -   0.99997350  x   0.99999230  =   0.99996580
 DG4796
 DG4796                          SUPERSEDED SURVEY CONTROL
 DG4796
 DG4796.No superseded survey control is available for this station.
 DG4796
 DG4796_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2272511029(NAD 83)
 DG4796_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG4796
 DG4796                          STATION DESCRIPTION
 DG4796
 DG4796'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG4796'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG4796'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG4796'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG4796'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG4796'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2946 ***********************************************************************
 CN2946  DESIGNATION -  BIRMINGHAM JACKSONVILLE BCN 32
 CN2946  PID         -  CN2946
 CN2946  STATE/COUNTY-  AL/MONTGOMERY
 CN2946  USGS QUAD   -  TEASLEYS MILL (1971)
 CN2946
 CN2946                         *CURRENT SURVEY CONTROL
 CN2946  ___________________________________________________________________
 CN2946* NAD 83(1992)-  32 12 45.72014(N)    086 05 30.23439(W)     ADJUSTED  
 CN2946* NAVD 88     -                                                        
 CN2946  ___________________________________________________________________
 CN2946  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 CN2946  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CN2946
 CN2946  HORZ ORDER  -  THIRD
 CN2946
 CN2946.The horizontal coordinates were established by classical geodetic methods
 CN2946.and adjusted by the National Geodetic Survey in December 1992..
 CN2946
 CN2946
 CN2946.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2946
 CN2946.The geoid height was determined by GEOID03.
 CN2946
 CN2946;                    North         East     Units Scale Factor Converg.
 CN2946;SPC AL E     -   189,918.411   175,640.593   MT  0.99996731   -0 08 15.9
 CN2946;UTM  16      - 3,564,373.947   585,593.707   MT  0.99969035   +0 29 03.1
 CN2946
 CN2946                          SUPERSEDED SURVEY CONTROL
 CN2946
 CN2946  NAD 83(1986)-  32 12 45.72772(N)    086 05 30.23491(W) AD(       ) 4
 CN2946  NAD 27      -  32 12 45.21000(N)    086 05 30.40000(W) AD(       ) 3
 CN2946
 CN2946.Superseded values are not recommended for survey control.
 CN2946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2946.See file dsdata.txt to determine how the superseded data were derived.
 CN2946
 CN2946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA8559464374(NAD 83)
 CN2946_MARKER: 22 = AIRWAY BEACON
 CN2946
 CN2946  HISTORY     - Date     Condition        Report By
 CN2946  HISTORY     - 1943     FIRST OBSERVED   CGS
 CN2946
 CN2946                          STATION DESCRIPTION
 CN2946
 CN2946'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 CN2946'THIS INTERSECTION STATION IS THE AIRWAY BEACON THAT IS SHOWN ON
 CN2946'OUR CHARTS AS NO. 32 ON BLUE AIRWAY NO. 3.  THE TERMINAL ENDS OF
 CN2946'THIS ROUTE ARE BIRMINGHAM, ALA. AND JACKSONVILLE, FLA.  IT IS
 CN2946'LOCATED ABOUT 6 MILES SW OF MATTHEWS AND ABOUT 2 MILES E OF U.S.
 CN2946'HIGHWAY 231.  IT IS A REVOLVING BEACON OF THE STANDARD TYPE
 CN2946'SUPPORTED ATOP A FOUR-LEGGED STEEL STRUCTURE. THERE ARE FIXED
 CN2946'LIGHTS THAT ARE MOUNTED ON THE PLATFORM.  THEY SHOW ALONG THE
 CN2946'DIRECTION OF THE AIR COURSE ONLY. IT IS OWNED AND OPERATED BY
 CN2946'THE CIVIL AERONAUTICS AUTHORITY. THE CENTER OF THE REVOLVING
 CN2946'LIGHT WAS THE POINT OBSERVED UPON.  THIS STATION WAS NOT
 CN2946'VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2944 ***********************************************************************
 CN2944  DESIGNATION -  BIRMINGHAM MONTGOMERY BCN 28
 CN2944  PID         -  CN2944
 CN2944  STATE/COUNTY-  AL/CHILTON
 CN2944  USGS QUAD   -  MITCHELL DAM (1971)
 CN2944
 CN2944                         *CURRENT SURVEY CONTROL
 CN2944  ___________________________________________________________________
 CN2944* NAD 83(1992)-  32 47 16.99081(N)    086 25 56.36855(W)     ADJUSTED  
 CN2944* NAVD 88     -                                                        
 CN2944  ___________________________________________________________________
 CN2944  LAPLACE CORR-          -1.16  (seconds)                    DEFLEC99
 CN2944  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CN2944
 CN2944  HORZ ORDER  -  THIRD
 CN2944
 CN2944.The horizontal coordinates were established by classical geodetic methods
 CN2944.and adjusted by the National Geodetic Survey in December 1992..
 CN2944
 CN2944
 CN2944.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2944
 CN2944.The geoid height was determined by GEOID03.
 CN2944
 CN2944;                    North         East     Units Scale Factor Converg.
 CN2944;SPC AL W     -   309,613.220   700,011.322   MT  1.00005662   +0 34 41.6
 CN2944;UTM  16      - 3,627,933.485   553,156.661   MT  0.99963484   +0 18 26.7
 CN2944
 CN2944                          SUPERSEDED SURVEY CONTROL
 CN2944
 CN2944  NAD 83(1986)-  32 47 16.99750(N)    086 25 56.37375(W) AD(       ) 4
 CN2944  NAD 27      -  32 47 16.54600(N)    086 25 56.45700(W) AD(       ) 3
 CN2944
 CN2944.Superseded values are not recommended for survey control.
 CN2944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2944.See file dsdata.txt to determine how the superseded data were derived.
 CN2944
 CN2944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5315727933(NAD 83)
 CN2944_MARKER: 22 = AIRWAY BEACON
 CN2944
 CN2944  HISTORY     - Date     Condition        Report By
 CN2944  HISTORY     - 1941     FIRST OBSERVED   CGS
 CN2944
 CN2944                          STATION DESCRIPTION
 CN2944
 CN2944'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CN2944'THIS INTERSECTION STATION IS THE CENTER OF THE REVOLVING WHITE
 CN2944'LIGHT ON AIRWAY BEACON NO. 28 ON THE AIRCOURSE FROM BIRMINGHAM, TO
 CN2944'MONTGOMERY. (BLUE AIRWAY NO. 3).  THE BEACON IS LOCATED ON THE
 CN2944'W SIDE OF THE COOSA RIVER ABOUT 20 MILES NW OF WETUMPKA.  STATION
 CN2944'WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2483 ***********************************************************************
 DH2483  DESIGNATION -  BIRMINGHAM STANDPIPE
 DH2483  PID         -  DH2483
 DH2483  STATE/COUNTY-  AL/JEFFERSON
 DH2483  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 DH2483
 DH2483                         *CURRENT SURVEY CONTROL
 DH2483  ___________________________________________________________________
 DH2483* NAD 83(1992)-  33 29 46.60071(N)    086 47 13.65584(W)     ADJUSTED  
 DH2483* NAVD 88     -                                                        
 DH2483  ___________________________________________________________________
 DH2483  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 DH2483  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH2483
 DH2483  HORZ ORDER  -  THIRD
 DH2483
 DH2483.The horizontal coordinates were established by classical geodetic methods
 DH2483.and adjusted by the National Geodetic Survey in December 1992..
 DH2483
 DH2483
 DH2483.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2483
 DH2483.The geoid height was determined by GEOID03.
 DH2483
 DH2483;                    North         East     Units Scale Factor Converg.
 DH2483;SPC AL W     -   387,877.866   666,241.100   MT  0.99998741   +0 23 36.4
 DH2483;UTM  16      - 3,706,326.836   519,773.688   MT  0.99960482   +0 07 02.9
 DH2483
 DH2483                          SUPERSEDED SURVEY CONTROL
 DH2483
 DH2483  NAD 83(1986)-  33 29 46.60961(N)    086 47 13.66131(W) AD(       ) 4
 DH2483  NAD 27      -  33 29 46.23000(N)    086 47 13.70000(W) AD(       ) 3
 DH2483
 DH2483.Superseded values are not recommended for survey control.
 DH2483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2483.See file dsdata.txt to determine how the superseded data were derived.
 DH2483
 DH2483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1977406327(NAD 83)
 DH2483_MARKER: 52 = STANDPIPE TANK
 DH2483
 DH2483  HISTORY     - Date     Condition        Report By
 DH2483  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2483  HISTORY     - 19960318 GOOD             USPSQD
 DH2483
 DH2483                          STATION DESCRIPTION
 DH2483
 DH2483'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2481 ***********************************************************************
 DH2481  DESIGNATION -  BIRMINGHAM VULCAN MONUMENT
 DH2481  PID         -  DH2481
 DH2481  STATE/COUNTY-  AL/JEFFERSON
 DH2481  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 DH2481
 DH2481                         *CURRENT SURVEY CONTROL
 DH2481  ___________________________________________________________________
 DH2481* NAD 83(1992)-  33 29 30.29022(N)    086 47 43.62487(W)     ADJUSTED  
 DH2481* NAVD 88     -                                                        
 DH2481  ___________________________________________________________________
 DH2481  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DH2481  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH2481
 DH2481  HORZ ORDER  -  THIRD
 DH2481
 DH2481.The horizontal coordinates were established by classical geodetic methods
 DH2481.and adjusted by the National Geodetic Survey in December 1992..
 DH2481
 DH2481
 DH2481.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2481
 DH2481.The geoid height was determined by GEOID03.
 DH2481
 DH2481;                    North         East     Units Scale Factor Converg.
 DH2481;SPC AL W     -   387,370.090   665,470.950   MT  0.99998616   +0 23 19.7
 DH2481;UTM  16      - 3,705,822.967   519,001.396   MT  0.99960445   +0 06 46.3
 DH2481
 DH2481                          SUPERSEDED SURVEY CONTROL
 DH2481
 DH2481  NAD 83(1986)-  33 29 30.29915(N)    086 47 43.63006(W) AD(       ) 4
 DH2481  NAD 27      -  33 29 29.92000(N)    086 47 43.67000(W) AD(       ) 3
 DH2481
 DH2481.Superseded values are not recommended for survey control.
 DH2481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2481.See file dsdata.txt to determine how the superseded data were derived.
 DH2481
 DH2481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1900105823(NAD 83)
 DH2481
 DH2481  HISTORY     - Date     Condition        Report By
 DH2481  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2481  HISTORY     - 1946     GOOD             CGS
 DH2481  HISTORY     - 1953     GOOD             CGS
 DH2481  HISTORY     - 1957     GOOD             CGS
 DH2481  HISTORY     - 1971     GOOD             NGS
 DH2481  HISTORY     - 20010106 MARK NOT FOUND   LOCENG
 DH2481
 DH2481                          STATION DESCRIPTION
 DH2481
 DH2481'DESCRIBED BY COAST AND GEODETIC SURVEY 1946 (SWC)
 DH2481'THIS MARK HAS BEEN COVERED BY A NEON LIGHT IN SUCH A MANNER THAT
 DH2481'THE TIP OF THE TORCH CANNOT BE SEEN.
 DH2481
 DH2481                          STATION RECOVERY (1953)
 DH2481
 DH2481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 DH2481'A LARGE STATUE OF VULCAN, IN VULCAN PARK ATOP RED MOUNTAIN.
 DH2481'ABOUT 300 FEET WEST OF U.S. HIGHWAY 31.
 DH2481
 DH2481                          STATION RECOVERY (1957)
 DH2481
 DH2481'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 DH2481'INTERSECTION STATION RECOVERED WAS TIP OF TORCH ON VULCAN STATUE
 DH2481'IN VULCAN PARK ATOP RED MOUNTAIN IN CITY OF BIRMINGHAM.  STATUE
 DH2481'AND TORCH IS OUTLINED BY NEON LIGHTS AND PAINTED SILVER.
 DH2481
 DH2481                          STATION RECOVERY (1971)
 DH2481
 DH2481'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (EP)
 DH2481'STATION RECOVERED IN GOOD CONDITION AS DESCRIBED.
 DH2481
 DH2481                          STATION RECOVERY (2001)
 DH2481
 DH2481'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2001 (COO)
 DH2481'THE VULCAN MONUMENT (AND TORCH) HAS BEEN REMOVED FROM THE MONUMENT'S
 DH2481'PEDESTAL FOR PURPOSES OF RESTORATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2520 ***********************************************************************
 DH2520  DESIGNATION -  BISHOP
 DH2520  PID         -  DH2520
 DH2520  STATE/COUNTY-  AL/BIBB
 DH2520  USGS QUAD   -  HALFMILE SHOALS (1980)
 DH2520
 DH2520                         *CURRENT SURVEY CONTROL
 DH2520  ___________________________________________________________________
 DH2520* NAD 83(1992)-  33 09 17.51260(N)    087 04 52.13297(W)     ADJUSTED  
 DH2520* NAVD 88     -       210.8    (meters)     692.     (feet)  VERTCON   
 DH2520  ___________________________________________________________________
 DH2520  LAPLACE CORR-           0.34  (seconds)                    DEFLEC99
 DH2520  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2520
 DH2520  HORZ ORDER  -  FIRST
 DH2520
 DH2520.The horizontal coordinates were established by classical geodetic methods
 DH2520.and adjusted by the National Geodetic Survey in December 1992..
 DH2520
 DH2520.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2520.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2520
 DH2520.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2520
 DH2520.The geoid height was determined by GEOID03.
 DH2520
 DH2520;                    North         East     Units Scale Factor Converg.
 DH2520;SPC AL W     -   349,864.821   639,072.071   MT  0.99995215   +0 13 44.7
 DH2520;UTM  16      - 3,668,458.394   492,432.757   MT  0.99960071   -0 02 39.8
 DH2520
 DH2520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2520!SPC AL W     -   0.99997147  x   0.99995215  =   0.99992362
 DH2520!UTM  16      -   0.99997147  x   0.99960071  =   0.99957219
 DH2520
 DH2520:                Primary Azimuth Mark                     Grid Az
 DH2520:SPC AL W     -  BIBB                                     209 19 03.0
 DH2520:UTM  16      -  BIBB                                     209 35 27.5
 DH2520
 DH2520|---------------------------------------------------------------------|
 DH2520| PID    Reference Object                     Distance      Geod. Az  |
 DH2520|                                                           dddmmss.s |
 DH2520| DH2521 BIBB                                APPROX.11.3 KM 2093247.7 |
 DH2520| CF9456 BISHOP RM 1                          21.633 METERS 21822     |
 DH2520| DH2523 WOODSTOCK SOU RWY MICROWAVE         APPROX. 9.1 KM 3103529.1 |
 DH2520| CF9858 BISHOP RM 2                          19.419 METERS 33101     |
 DH2520| DH2519 GREEN POND MUN TANK                 APPROX. 8.4 KM 3314031.9 |
 DH2520| DH2515 WOODSTOCK ATT MICROWAVE             APPROX.12.0 KM 3315209.8 |
 DH2520|---------------------------------------------------------------------|
 DH2520
 DH2520                          SUPERSEDED SURVEY CONTROL
 DH2520
 DH2520  NAD 83(1986)-  33 09 17.51888(N)    087 04 52.13698(W) AD(       ) 1
 DH2520  NAD 27      -  33 09 17.09683(N)    087 04 52.15667(W) AD(       ) 1
 DH2520  NGVD 29 (07/19/86)  210.8    (m)          692.     (f) VERT ANG       
 DH2520
 DH2520.Superseded values are not recommended for survey control.
 DH2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2520.See file dsdata.txt to determine how the superseded data were derived.
 DH2520
 DH2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB9243368458(NAD 83)
 DH2520_MARKER: DS = TRIANGULATION STATION DISK
 DH2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2520
 DH2520  HISTORY     - Date     Condition        Report By
 DH2520  HISTORY     - 1970     MONUMENTED       NGS
 DH2520
 DH2520                          STATION DESCRIPTION
 DH2520
 DH2520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 DH2520'NO MEASUREMENT BETWEEN THE RMS, DUE TO TREES ON LINE.
 DH2520'
 DH2520'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 DH2520'
 DH2520'THE STATION IS ABOUT 8 MILES SOUTH OF BUCKSVILLE, 5 MILES SOUTHEAST
 DH2520'OF GREEN POND, 4 MILES NORTHEAST OF WEST BLOCTON AND ON A HIGH
 DH2520'WOODED HILL.  IT IS IN THE NORTHEAST 1/4 OF SECTION 5, T. 22 S., R.
 DH2520'5 W. AND ON PROPERTY OWNED BY KIMBERLY CLARK INCORPORATED.
 DH2520'
 DH2520'TO REACH THE STATION FROM THE POST OFFICE IN WEST BLOCKTON, GO NORTH
 DH2520'ON A PAVED STREET FOR 0.05 MILE TO A T-ROAD.  TURN RIGHT ON MAIN
 DH2520'STREET AND GO EAST FOR 0.15 MILE TO A FORK.  BEAR RIGHT AND GO EAST
 DH2520'ON A PAVED ROAD FOR 0.1 MILE TO A REVERSE Y-FORK.  CONTINUE EAST
 DH2520'ON A PAVED ROAD FOR 0.6 MILE TO A SIDE ROAD LEFT AND SIGN NEW HEBERN
 DH2520'BAPTIST CHURCH.  TURN LEFT AND GO NORTH ON A PAVED ROAD FOR
 DH2520'2.4 MILES TO THE MC CULLY HILL MISSIONARY BAPTIST CHURCH ON THE
 DH2520'RIGHT.  CONTINUE AHEAD IN A NORTHERLY DIRECTION THE PAVED ROAD FOR
 DH2520'1.2 MILES TO A FORK.  BEAR LEFT AND GO NORTH ON A DIRT ROAD FOR
 DH2520'0.05 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO WEST ON A DIRT
 DH2520'ROAD UPHILL FOR 0.05 MILE TO THE TOP OF THE HILL AND THE
 DH2520'STATION ON THE LEFT.
 DH2520'
 DH2520'STATION MARKS ARE STANDARD DISKS STAMPED BISHOP 1970.  THE SURFACE
 DH2520'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DH2520'WHICH PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 48 FEET
 DH2520'SOUTH-SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 37 FEET SOUTH OF A
 DH2520'16 INCH TRIANGULAR BLAZED PINE TREE AND 4.4 FEET SOUTHWEST OF A
 DH2520'METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR
 DH2520'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 DH2520'
 DH2520'REFERENCE MARK 1, A STANDARD DISK STAMPED BISHOP NO 1 1970, IS SET
 DH2520'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DH2520'1 INCH ABOVE THE GROUND SURFACE.  IT IS 75 FEET SOUTHWEST OF THE
 DH2520'METAL WITNESS POST, 55 FEET SOUTHEAST OF THE CENTER OF THE DIRT
 DH2520'ROAD AND 2 FEET LOWER THAN THE STATION.
 DH2520'
 DH2520'REFERENCE MARK 2, A STANDARD DISK STAMPED BISHOP NO 2 1970, IS SET
 DH2520'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DH2520'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET NORTHWEST OF THE
 DH2520'METAL WITNESS POST, 34 FEET WEST-NORTHWEST OF THE TRIANGULAR
 DH2520'BLAZED PINE TREE, 13 FEET NORTH OF THE CENTER OF THE DIRT ROAD
 DH2520'AND ABOUT 3 FEET LOWER THAN THE STATION.
 DH2520'
 DH2520'HEIGHT OF LIGHT ABOVE STATION MARK 26.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1533 ***********************************************************************
 EF1533  DESIGNATION -  BLACK POND FT
 EF1533  PID         -  EF1533
 EF1533  STATE/COUNTY-  AL/WINSTON
 EF1533  USGS QUAD   -  BLACK POND (1981)
 EF1533
 EF1533                         *CURRENT SURVEY CONTROL
 EF1533  ___________________________________________________________________
 EF1533* NAD 83(1992)-  34 03 56.42988(N)    087 20 07.44621(W)     ADJUSTED  
 EF1533* NAVD 88     -       252.6    (meters)     829.     (feet)  VERTCON   
 EF1533  ___________________________________________________________________
 EF1533  LAPLACE CORR-          -2.95  (seconds)                    DEFLEC99
 EF1533  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EF1533
 EF1533  HORZ ORDER  -  THIRD
 EF1533
 EF1533.The horizontal coordinates were established by classical geodetic methods
 EF1533.and adjusted by the National Geodetic Survey in December 1992..
 EF1533
 EF1533.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1533.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1533
 EF1533.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1533
 EF1533.The geoid height was determined by GEOID03.
 EF1533
 EF1533;                    North         East     Units Scale Factor Converg.
 EF1533;SPC AL W     -   450,815.076   615,193.659   MT  0.99993618   +0 05 31.9
 EF1533;UTM  16      - 3,769,488.669   469,050.169   MT  0.99961181   -0 11 16.3
 EF1533
 EF1533!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1533!SPC AL W     -   0.99996459  x   0.99993618  =   0.99990077
 EF1533!UTM  16      -   0.99996459  x   0.99961181  =   0.99957642
 EF1533
 EF1533:                Primary Azimuth Mark                     Grid Az
 EF1533:SPC AL W     -  H 20                                     213 04 30.2
 EF1533:UTM  16      -  H 20                                     213 21 18.4
 EF1533
 EF1533|---------------------------------------------------------------------|
 EF1533| PID    Reference Object                     Distance      Geod. Az  |
 EF1533|                                                           dddmmss.s |
 EF1533| EF1534 H 20                                APPROX. 7.3 KM 2131002.1 |
 EF1533|---------------------------------------------------------------------|
 EF1533
 EF1533                          SUPERSEDED SURVEY CONTROL
 EF1533
 EF1533  NAD 83(1986)-  34 03 56.43841(N)    087 20 07.44383(W) AD(       ) 3
 EF1533  NAD 27      -  34 03 56.05875(N)    087 20 07.38467(W) AD(       ) 3
 EF1533  NGVD 29 (07/19/86)  252.6    (m)          829.     (f) VERT ANG       
 EF1533
 EF1533.Superseded values are not recommended for survey control.
 EF1533.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1533.See file dsdata.txt to determine how the superseded data were derived.
 EF1533
 EF1533_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6905069489(NAD 83)
 EF1533_MARKER: 55 = TOWER
 EF1533
 EF1533  HISTORY     - Date     Condition        Report By
 EF1533  HISTORY     - 1966     FIRST OBSERVED   USGS
 EF1533
 EF1533                          STATION DESCRIPTION
 EF1533
 EF1533'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1533'POPLAR SPRINGS, 1.4 MI N. OF, TO BRIDGE OVER CLEAR CREEK, THENCE 1.3
 EF1533'MI N. ALONG STATE HIGHWAY 195 TO CROSSROAD, THENCE RIGHT 2.7 MI NE.
 EF1533'ALONG PAVED RD. TO Y-RD., THENCE LEFT 2.0 MI ALONG PAVED RD. TO Y-RD.,
 EF1533'THENCE 0.1 MI LEFT TO T-RD., THENCE 0.1 MI LEFT TO TOWER, FOUR-LEGGED
 EF1533'STEEL STRUCTURE ABOUT 100 FT HIGH WITH GLASS ENCLOSED OBSERVATION
 EF1533'PLATFORM AT TOP, DESIGNATED---BLACK POND FIRE TOWER 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2198 ***********************************************************************
 BT2198  DESIGNATION -  BLACKPORT
 BT2198  PID         -  BT2198
 BT2198  STATE/COUNTY-  AL/DALE
 BT2198  USGS QUAD   -  EWELL (1981)
 BT2198
 BT2198                         *CURRENT SURVEY CONTROL
 BT2198  ___________________________________________________________________
 BT2198* NAD 83(1992)-  31 25 51.06431(N)    085 37 02.86189(W)     ADJUSTED  
 BT2198* NAVD 88     -       105.1    (meters)     345.     (feet)  VERTCON   
 BT2198  ___________________________________________________________________
 BT2198  LAPLACE CORR-          -0.53  (seconds)                    DEFLEC99
 BT2198  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BT2198
 BT2198  HORZ ORDER  -  THIRD
 BT2198
 BT2198.This mark is at Blackwell Field Airport (71J)
 BT2198
 BT2198.The horizontal coordinates were established by GPS observations
 BT2198.and adjusted by the National Geodetic Survey in December 1992..
 BT2198
 BT2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2198
 BT2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2198
 BT2198.The geoid height was determined by GEOID03.
 BT2198
 BT2198;                    North         East     Units Scale Factor Converg.
 BT2198;SPC AL E     -   103,218.464   220,522.592   MT  0.99996519   +0 06 45.3
 BT2198;UTM  16      - 3,478,179.431   631,394.208   MT  0.99981294   +0 43 15.8
 BT2198
 BT2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2198!SPC AL E     -   0.99998766  x   0.99996519  =   0.99995285
 BT2198!UTM  16      -   0.99998766  x   0.99981294  =   0.99980060
 BT2198
 BT2198:                Primary Azimuth Mark                     Grid Az
 BT2198:SPC AL E     -  BLACKPORT AZ MK                          298 00 42.5
 BT2198:UTM  16      -  BLACKPORT AZ MK                          297 24 12.0
 BT2198
 BT2198|---------------------------------------------------------------------|
 BT2198| PID    Reference Object                     Distance      Geod. Az  |
 BT2198|                                                           dddmmss.s |
 BT2198| BT2201 BLACKPORT AZ MK                     APPROX. 0.7 KM 2980727.8 |
 BT2198|---------------------------------------------------------------------|
 BT2198
 BT2198                          SUPERSEDED SURVEY CONTROL
 BT2198
 BT2198  NAD 83(1986)-  31 25 51.07397(N)    085 37 02.86433(W) AD(       ) 3
 BT2198  NAD 27      -  31 25 50.45479(N)    085 37 03.07867(W) AD(       ) 3
 BT2198  NGVD 29 (02/20/88)  105.2    (m)          345.     (f) GPS OBS        
 BT2198
 BT2198.Superseded values are not recommended for survey control.
 BT2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2198.See file dsdata.txt to determine how the superseded data were derived.
 BT2198
 BT2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3139478179(NAD 83)
 BT2198_MARKER: DH = HORIZONTAL CONTROL DISK
 BT2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2198_SP_SET: CONCRETE POST
 BT2198_STAMPING: BLACKPORT 1986
 BT2198_MARK LOGO: CGS   
 BT2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2198+STABILITY: SURFACE MOTION
 BT2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2198+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1987
 BT2198
 BT2198  HISTORY     - Date     Condition        Report By
 BT2198  HISTORY     - 1986     MONUMENTED       NGS
 BT2198  HISTORY     - 19870519 GOOD
 BT2198
 BT2198                          STATION DESCRIPTION
 BT2198
 BT2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BT2198'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) SOUTHEAST OF OZARK ON THE
 BT2198'BLACKWELL AIRPORT.  OWNERSHIP--PUBLIC/TOWN OF OZARK, P.O. DRAWER D,
 BT2198'OZARK, AL. 36360, TELEPHONE 205-774-5393.  MANAGER - BLAKE WILLIAMS,
 BT2198'P.O. BOX 1279, OZARK, AL., TELEPHONE 205-774-2526 OR 744-5113.
 BT2198'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231 AND A
 BT2198'PAVED ROAD LEFT, AT THE SOUTH CITY LIMITS OF OZARK, GO EAST AND NORTH
 BT2198'ON PAVED ROAD FOR 1.4 KM (0.9 MI) TO AIRPORT ENTRANCE ON THE LEFT.
 BT2198'TURN LEFT ON DRIVE TO TERMINAL.  PASS ON SOUTH SIDE, GO SOUTHWEST
 BT2198'ACROSS APRON AND RAMP TO THE STATION ON LEFT NEAR THE TAXIWAY.
 BT2198'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 22.7 METERS
 BT2198'(74.5 FT) SOUTHEAST FROM CENTERLINE OF RAMP, 14.6 METERS (48.0 FT)
 BT2198'NORTHEAST FROM CENTERLINE OF THE TAXIWAY, 8.2 METERS (27.0 FT)
 BT2198'SOUTHWEST FROM SOUTH EDGE OF THE APRON AND 6 METERS (39.8 FT)
 BT2198'EAST-NORTHEAST OF A BLUE MARKER LIGHT.  THE UNDERGROUND MARK IS 1
 BT2198'METER BELOW THE GROUND.
 BT2198'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BT2198
 BT2198                          STATION RECOVERY (1987)
 BT2198
 BT2198'RECOVERED 1987
 BT2198'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2201 ***********************************************************************
 BT2201  DESIGNATION -  BLACKPORT AZ MK
 BT2201  PID         -  BT2201
 BT2201  STATE/COUNTY-  AL/DALE
 BT2201  USGS QUAD   -  EWELL (1981)
 BT2201
 BT2201                         *CURRENT SURVEY CONTROL
 BT2201  ___________________________________________________________________
 BT2201* NAD 83(1992)-  31 26 01.66840(N)    085 37 26.00134(W)     ADJUSTED  
 BT2201* NAVD 88     -       107.9    (meters)     354.     (feet)  VERTCON   
 BT2201  ___________________________________________________________________
 BT2201  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 BT2201  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BT2201
 BT2201  HORZ ORDER  -  THIRD
 BT2201
 BT2201.This mark is at Blackwell Field Airport (71J)
 BT2201
 BT2201.The horizontal coordinates were established by GPS observations
 BT2201.and adjusted by the National Geodetic Survey in December 1992..
 BT2201
 BT2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2201
 BT2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2201
 BT2201.The geoid height was determined by GEOID03.
 BT2201
 BT2201;                    North         East     Units Scale Factor Converg.
 BT2201;SPC AL E     -   103,543.866   219,910.904   MT  0.99996489   +0 06 33.2
 BT2201;UTM  16      - 3,478,498.270   630,779.193   MT  0.99981095   +0 43 03.9
 BT2201
 BT2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2201!SPC AL E     -   0.99998722  x   0.99996489  =   0.99995211
 BT2201!UTM  16      -   0.99998722  x   0.99981095  =   0.99979818
 BT2201
 BT2201:                Primary Azimuth Mark                     Grid Az
 BT2201:SPC AL E     -  BLACKPORT                                118 00 42.5
 BT2201:UTM  16      -  BLACKPORT                                117 24 11.8
 BT2201
 BT2201|---------------------------------------------------------------------|
 BT2201| PID    Reference Object                     Distance      Geod. Az  |
 BT2201|                                                           dddmmss.s |
 BT2201| BT2198 BLACKPORT                           APPROX. 0.7 KM 1180715.7 |
 BT2201|---------------------------------------------------------------------|
 BT2201
 BT2201                          SUPERSEDED SURVEY CONTROL
 BT2201
 BT2201  NAD 83(1986)-  31 26 01.67806(N)    085 37 26.00378(W) AD(       ) 3
 BT2201  NAD 27      -  31 26 01.05929(N)    085 37 26.21738(W) AD(       ) 3
 BT2201  NGVD 29 (02/20/88)  107.9    (m)          354.     (f) GPS OBS        
 BT2201
 BT2201.Superseded values are not recommended for survey control.
 BT2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2201.See file dsdata.txt to determine how the superseded data were derived.
 BT2201
 BT2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV3077978498(NAD 83)
 BT2201_MARKER: DZ = AZIMUTH MARK DISK
 BT2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2201_SP_SET: CONCRETE POST
 BT2201_STAMPING: BLACKPORT 1986
 BT2201_MARK LOGO: CGS   
 BT2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2201+STABILITY: SURFACE MOTION
 BT2201_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2201+SATELLITE: SATELLITE OBSERVATIONS - May 19, 1987
 BT2201
 BT2201  HISTORY     - Date     Condition        Report By
 BT2201  HISTORY     - 1986     MONUMENTED       NGS
 BT2201  HISTORY     - 19870519 GOOD
 BT2201
 BT2201                          STATION DESCRIPTION
 BT2201
 BT2201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BT2201'THE STATION IS LOCATED ABOUT 4 KM (2.5 MI) SOUTHEAST OF OZARK ON THE
 BT2201'BLACKWELL AIRPORT.  OWNERSHIP--PUBLIC/TOWN OF OZARK, P.O. DRAWER D,
 BT2201'OZARK, AL. 36360 TELEPHONE 205-774-5393.  MANAGER - BLAKE WILLIAMS,
 BT2201'P.O. BOX 1279, OZARK, AL., TELEPHONE 205-774-2526.
 BT2201'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 231 AND A PAVED
 BT2201'ROAD LEFT, AT THE SOUTH CITY LIMITS OF OZARK, GO EAST AND NORTH ON
 BT2201'PAVED ROAD FOR 1.4 KM (0.9 MI) TO AIRPORT ENTRANCE ON THE LEFT.  TURN
 BT2201'LEFT ON DRIVE TO TERMINAL, PASS ON SOUTH SIDE, GO SOUTHWEST ACROSS
 BT2201'APRON AND RAMP TO STATION BLACKPORT ON LEFT NEAR THE TAXIWAY, GO
 BT2201'WESTERLY ALONG TAXIWAY FOR 0.8 KM (0.5 MI) TO THE STATION ON THE
 BT2201'LEFT, JUST WEST OF FIRST RAMP.
 BT2201'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 22.9 METERS
 BT2201'(75 FT) NORTHEAST FROM CENTERLINE OF RUNWAY 12, 22.8 METERS (74.8
 BT2201'FT) SOUTH-SOUTHWEST FROM CENTERLINE OF TAXIWAY AND 19.8 METERS
 BT2201'(65 FT) WEST-NORTHWEST FROM CENTER OF THE RAMP.  THE UNDERGROUND
 BT2201'MARK IS SET 1 METER BELOW THE GROUND.
 BT2201'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BT2201
 BT2201                          STATION RECOVERY (1987)
 BT2201
 BT2201'RECOVERED 1987
 BT2201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1422 ***********************************************************************
 BV1422  DESIGNATION -  BLADON
 BV1422  PID         -  BV1422
 BV1422  STATE/COUNTY-  AL/CHOCTAW
 BV1422  USGS QUAD   -  BLADON SPRINGS (1971)
 BV1422
 BV1422                         *CURRENT SURVEY CONTROL
 BV1422  ___________________________________________________________________
 BV1422* NAD 83(1992)-  31 42 37.39086(N)    088 14 11.27847(W)     ADJUSTED  
 BV1422* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 BV1422  ___________________________________________________________________
 BV1422  LAPLACE CORR-          -1.99  (seconds)                    DEFLEC99
 BV1422  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BV1422
 BV1422  HORZ ORDER  -  FIRST
 BV1422
 BV1422.The horizontal coordinates were established by classical geodetic methods
 BV1422.and adjusted by the National Geodetic Survey in May 1994..
 BV1422
 BV1422.The orthometric height was scaled from a topographic map.
 BV1422
 BV1422.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1422
 BV1422.The geoid height was determined by GEOID03.
 BV1422
 BV1422;                    North         East     Units Scale Factor Converg.
 BV1422;SPC AL W     -   189,848.613   530,194.923   MT  0.99999341   -0 23 13.6
 BV1422;UTM  16      - 3,508,999.491   382,839.441   MT  0.99976929   -0 38 60.0
 BV1422
 BV1422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1422!SPC AL W     -   0.99999113  x   0.99999341  =   0.99998454
 BV1422!UTM  16      -   0.99999113  x   0.99976929  =   0.99976042
 BV1422
 BV1422:                Primary Azimuth Mark                     Grid Az
 BV1422:SPC AL W     -  BLADON AZ MK                             086 25 12.5
 BV1422:UTM  16      -  BLADON AZ MK                             086 40 58.9
 BV1422
 BV1422|---------------------------------------------------------------------|
 BV1422| PID    Reference Object                     Distance      Geod. Az  |
 BV1422|                                                           dddmmss.s |
 BV1422| CF9863 BLADON AZ MK                                       0860158.9 |
 BV1422| BV1419 ATCHINSON                           APPROX.13.8 KM 1392822.8 |
 BV1422| CF9864 BLADON RM 1                          23.343 METERS 20948     |
 BV1422| CF9865 BLADON RM 2                          36.755 METERS 27145     |
 BV1422| BV1433 ATT MICROWAVE STA KIN 47 TOWER      APPROX.16.0 KM 2855537.4 |
 BV1422|---------------------------------------------------------------------|
 BV1422
 BV1422                          SUPERSEDED SURVEY CONTROL
 BV1422
 BV1422  NAD 83(1992)-  31 42 37.39210(N)    088 14 11.27864(W) AD(       ) 1
 BV1422  NAD 83(1986)-  31 42 37.40691(N)    088 14 11.28165(W) AD(       ) 1
 BV1422  NAD 27      -  31 42 36.83700(N)    088 14 11.24300(W) AD(       ) 1
 BV1422
 BV1422.Superseded values are not recommended for survey control.
 BV1422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1422.See file dsdata.txt to determine how the superseded data were derived.
 BV1422
 BV1422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA8283908999(NAD 83)
 BV1422_MARKER: DS = TRIANGULATION STATION DISK
 BV1422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1422
 BV1422  HISTORY     - Date     Condition        Report By
 BV1422  HISTORY     - 1938     MONUMENTED       CGS
 BV1422  HISTORY     - 1956     GOOD             CGS
 BV1422  HISTORY     - 1969     GOOD             USGS
 BV1422
 BV1422                          STATION DESCRIPTION
 BV1422
 BV1422'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BV1422'STATION IS ON A PROMINENT, HEAVILY-TIMBERED RIDGE IN THE NW 1/4 OF
 BV1422'SEC. 36, T 9 N, R 3 W, APPROXIMATELY 3 MILES WSW OF BLADON SPRINGS,
 BV1422'APPROXIMATELY 6 MILES SE OF SILAS, ON LAND OF THE S.H. BOLINGER
 BV1422'CO., LTD., OF SHREVEPORT, LA.. PERMISSION WAS OBTAINED FROM R.W.
 BV1422'CUMMINGS WHO LIVES NEAR SILAS. STATION IS ON THE HIGHEST PART OF A
 BV1422'KNOLL, APPROXIMATELY 75 YARDS E OF A WOODS ROAD, 16 FEET SW OF
 BV1422'AN 8-INCH OAK BLAZED WITH A TRIANGULAR BLAZE, AND PROJECTS 11
 BV1422'INCHES.
 BV1422'
 BV1422'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1422'BRONZE DISKS SET IN CONCRETE.
 BV1422'
 BV1422'REFERENCE MARK NO. 1 IS SW OF STATION, APPROXIMATELY 12 FEET BELOW
 BV1422'STATION LEVEL, AND PROJECTS 6 INCHES. REFERENCE MARK NO. 2 IS W OF
 BV1422'STATION, APPROXIMATELY 15 FEET BELOW STATION LEVEL, 5 FEET S OF
 BV1422'TRAIL LEADING FROM WOODS ROAD TO TOP OF KNOLL, AND PROJECTS 7
 BV1422'INCHES.
 BV1422'
 BV1422'AZIMUTH MARK IS E OF STATION, ACROSS CUT-OVER LAND, 7 FEET SE OF
 BV1422'CENTER LINE OF WOODS ROAD. THIS ROAD MAKES A BIG CIRCLE TO L FROM
 BV1422'POINT APPROXIMATELY 75 YARDS E OF STATION.
 BV1422'
 BV1422'TO REACH STATION FROM CROSSROADS IN BLADON SPRINGS, GO W FOR 3.0
 BV1422'MILES TO WOODS ROAD L AT TWO TREES ON L BLAZED WITH TRIPLE NOTCHES.
 BV1422'TURN L BETWEEN BLAZED TREES AND GO 0.25 MILE TO FORK. TAKE L FORK
 BV1422'AND GO 0.25 MILE TO BLAZED TREE ON L. *TURN L ON TRAIL LEADING
 BV1422'UPHILL AND GO APPROXIMATELY 75 YARDS TO TOP OF KNOLL AND STATION.
 BV1422'TRUCKS CAN BE DRIVEN TO STATION.
 BV1422'
 BV1422'*TO REACH AZIMUTH FROM THIS POINT, CONTINUE S ON WOODS ROAD FOR 0.05
 BV1422'MILE TO REVERSE Y R. BEAR L AND CONTINUE FOR 0.25 MILE TO AZIMUTH
 BV1422'MARK ON R SIDE OF ROAD.
 BV1422'
 BV1422'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1422
 BV1422                          STATION RECOVERY (1956)
 BV1422
 BV1422'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1422'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED AND ARE IN
 BV1422'GOOD CONDITION. THE DIRECTIONS TO THE REFERENCE MARKS CHECKED. A
 BV1422'DIFFERENCE OF 11.0 SECONDS WAS FOUND IN THE DIRECTION TO THE
 BV1422'AZIMUTH MARK. A DIFFERENCE OF 0.11 FOOT LONGER WAS NOTED IN THE
 BV1422'MEASUREMENT TO R.M.1. A DIFFERENCE OF 0.05 FOOT LONGER WAS NOTED
 BV1422'IN THE MEASUREMENT TO R.M.2. THE AZIMUTH MARK IS NOT
 BV1422'VISIBLE FROM THE GROUND DUE TO HEAVY TIMBER AND BRUSH. NO
 BV1422'SUITABLE LOCATION COULD BE FOUND TO ESTABLISH A REFERENCE MARK
 BV1422'WHICH COULD BE USED AS AN AZIMUTH MARK. A NEW DESCRIPTION FOLLOWS.
 BV1422'
 BV1422'THE STATION IS LOCATED ON A HEAVILY TIMBERED RIDGE, ABOUT 7 MILES
 BV1422'SOUTHEAST OF SILAS AND 3 MILES SOUTHWEST OF BLADON SPRINGS AND IS
 BV1422'ON PROPERTY OWNED BY MR. JOHN W. LASSITER. IT IS 20 FEET SOUTHEAST
 BV1422'OF A 14 INCH TRIANGULAR BLAZED PINE TREE, 14 FEET WEST OF A 12
 BV1422'INCH TRIANGULAR BLAZED OAK TREE, 12 FEET NORTHEAST OF AN 8 INCH
 BV1422'TRIANGULAR BLAZED OAK TREE AND 3 FEET NORTHWEST OF A WHITE WITNESS
 BV1422'POST. THE MARK PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 BV1422'BLADON 1938.
 BV1422'
 BV1422'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 BV1422'COUNTY HIGHWAY 6 IN SILAS, GO SOUTH ON HIGHWAY 17 FOR 4.5 MILES TO
 BV1422'CROSSROAD AND A STORE ON THE RIGHT IN THE VILLAGE OF CULLOMBURG.
 BV1422'TURN LEFT AND GO EAST AND SOUTHEAST ON DIRT ROAD FOR 2.15 MILES TO A
 BV1422'CROSSROAD. TURN LEFT AND GO NORTHERLY ON DIRT ROAD FOR 2.3
 BV1422'MILES TO A WOODS ROAD RIGHT AND A TRIANGULAR BLAZED OAK TREE ON
 BV1422'THE RIGHT.  TURN RIGHT AND FOLLOW WOODS ROAD SOUTHEASTERLY FOR
 BV1422'0.5 MILE TO A TRACK ROAD ON THE LEFT. TURN LEFT AND GO EASTERLY
 BV1422'UP HILL FOR ABOUT 175 FEET TO THE HIGHEST POINT OF THE HILL AND
 BV1422'THE STATION.
 BV1422'
 BV1422'REFERENCE MARK 1 IS ABOUT 8 FEET LOWER THAN THE STATION, 10 FEET
 BV1422'NORTHWEST AN 8 INCH BLAZED OAK TREE AND 7 FEET SOUTHWEST OF A 4 INCH
 BV1422'BLAZED OAK TREE. THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 BV1422'BLADON NO 1 1938.
 BV1422'
 BV1422'REFERENCE MARK 2 IS ABOUT 12 FEET LOWER THAN THE STATION, 13 FEET
 BV1422'WEST OF A BLAZED 14 INCH PINE TREE AND 3 FEET NORTH OF AN 8 INCH
 BV1422'BLAZED OAK TREE. THE MARK PROJECTS 8 INCHES AND THE DISK IS STAMPED
 BV1422'BLADON NO 2 1938.
 BV1422'
 BV1422'THE AZIMUTH MARK IS 58 FEET EAST OF THE CENTER OF A WOODS ROAD, 5
 BV1422'FEET SOUTH OF A 5 INCH GUM TREE WITH A TRIANGULAR BLAZE ON THE SOUTH
 BV1422'SIDE, 4 FEET NORTH OF A 5 INCH PINE TREE WITH A TRIANGULAR
 BV1422'BLAZE ON THE NORTH
 BV1422'SIDE AND 1 FOOT WEST OF A WHITE WITNESS POST. THE MARK PROJECTS 8
 BV1422'INCHES AND THE DISK IS STAMPED BLADON 1938.
 BV1422'
 BV1422'TO REACH THE AZIMUTH MARK FROM THE STATION, GO EASTERLY ACROSS A
 BV1422'SMALL VALLEY FOR ABOUT 0.15 MILE TO A WOODS ROAD AND THE MARK ON THE
 BV1422'EAST SIDE OF THE ROAD.
 BV1422'
 BV1422'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BV1422
 BV1422                          STATION RECOVERY (1969)
 BV1422
 BV1422'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (HPF)
 BV1422'STATION AND REF. MKS. FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2689 ***********************************************************************
 DH2689  DESIGNATION -  BLOOMING
 DH2689  PID         -  DH2689
 DH2689  STATE/COUNTY-  AL/LAMAR
 DH2689  USGS QUAD   -  BLUFF (1983)
 DH2689
 DH2689                         *CURRENT SURVEY CONTROL
 DH2689  ___________________________________________________________________
 DH2689* NAD 83(1992)-  33 47 57.70928(N)    087 58 37.44391(W)     ADJUSTED  
 DH2689* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 DH2689  ___________________________________________________________________
 DH2689  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DH2689  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 DH2689
 DH2689  HORZ ORDER  -  SECOND
 DH2689
 DH2689.The horizontal coordinates were established by classical geodetic methods
 DH2689.and adjusted by the National Geodetic Survey in December 1992..
 DH2689
 DH2689.The orthometric height was scaled from a topographic map.
 DH2689
 DH2689.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2689
 DH2689.The geoid height was determined by GEOID03.
 DH2689
 DH2689;                    North         East     Units Scale Factor Converg.
 DH2689;SPC AL W     -   421,367.569   555,825.597   MT  0.99995738   -0 15 55.4
 DH2689;UTM  16      - 3,740,339.199   409,556.643   MT  0.99970084   -0 32 36.8
 DH2689
 DH2689!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2689!SPC AL W     -   0.99997185  x   0.99995738  =   0.99992923
 DH2689!UTM  16      -   0.99997185  x   0.99970084  =   0.99967269
 DH2689
 DH2689|---------------------------------------------------------------------|
 DH2689| PID    Reference Object                     Distance      Geod. Az  |
 DH2689|                                                           dddmmss.s |
 DH2689| CF9868 BLOOMING RM 1                        23.801 METERS 11654     |
 DH2689| DH2677 SCAREUM                             APPROX.17.8 KM 1530730.6 |
 DH2689| CF9869 BLOOMING RM 2                        26.457 METERS 21023     |
 DH2689|---------------------------------------------------------------------|
 DH2689
 DH2689                          SUPERSEDED SURVEY CONTROL
 DH2689
 DH2689  NAD 83(1986)-  33 47 57.71582(N)    087 58 37.44416(W) AD(       ) 2
 DH2689  NAD 27      -  33 47 57.33100(N)    087 58 37.35100(W) AD(       ) 2
 DH2689
 DH2689.Superseded values are not recommended for survey control.
 DH2689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2689.See file dsdata.txt to determine how the superseded data were derived.
 DH2689
 DH2689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0955740339(NAD 83)
 DH2689_MARKER: DS = TRIANGULATION STATION DISK
 DH2689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2689_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2689
 DH2689  HISTORY     - Date     Condition        Report By
 DH2689  HISTORY     - 1950     MONUMENTED       CGS
 DH2689  HISTORY     - 1956     GOOD             CGS
 DH2689
 DH2689                          STATION DESCRIPTION
 DH2689
 DH2689'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2689'THE STATION IS LOCATED ON A HIGH PROMINENT TIMBERED HILL, ABOUT 8
 DH2689'MILES NORTHEAST OF VERNON, 4 MILES NORTH OF THE SMALL SETTLEMENT
 DH2689'OF CROSSVILLE, 1/4 MILE EAST OF THE FLAMING GROVE CHURCH AND
 DH2689'CEMETERY, 17 FEET NORTHWEST OF A 12-INCH TRIANGULAR BLAZED PINE
 DH2689'TREE, AND 7 FEET SOUTH OF A WITNESS POST.
 DH2689'
 DH2689'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 18 AND 19
 DH2689'IN VERNON, GO EAST ON THE FORMER FOR 8 MILES TO A CROSS-ROAD AT
 DH2689'THE SMALL SETTLEMENT OF CROSSVILLE, TURN LEFT, NORTH, AND FOLLOW
 DH2689'THE MAIN GRAVELED ROAD FOR 4.2 MILES TO A FORK, BEAR RIGHT AND GO
 DH2689'FOR 0.2 MILE TO A SIDE ROAD ON THE LEFT, *CONTINUE FOR ABOUT 25
 DH2689'YARDS TO ANOTHER SIDE ROAD ON THE LEFT, BEAR LEFT, NORTHEAST,
 DH2689'AND FOLLOW THE GRAVELED ROAD UP HILL FOR 0.3 MILE TO A WOODS
 DH2689'ROAD ON THE LEFT, BEAR LEFT AND FOLLOW THE WOODS ROAD FOR ABOUT
 DH2689'250 YARDS TO A VERY DIM WOODS ROAD ON THE LEFT, BEAR LEFT,
 DH2689'NORTH, AND GO FOR ABOUT 250 YARDS TO THE TOP OF THE HILL AND
 DH2689'STATION AS DESCRIBED.
 DH2689'
 DH2689'*TO REACH THE AZIMUTH MARK FROM THE POINT, GO NORTH FOR 0.3 MILE T
 DH2689'A CHURCH AND CEMETERY, CONTINUE NORTHERLY ON THE MAIN ROAD FOR
 DH2689'0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DH2689'
 DH2689'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DH2689'BLOOMING 1950.
 DH2689'
 DH2689'REFERENCE MARK NO. 1 PROJECTS 7 INCHES, AND THE DISK IS STAMPED
 DH2689'BLOOMING NO 1 1950.
 DH2689'
 DH2689'REFERENCE MARK NO.2 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 DH2689'BLOOMING NO 2 1950.
 DH2689'
 DH2689'BENCH MARK K 185 WAS USED AS THE AZIMUTH MARK.  IT IS 25 FEET
 DH2689'NORTHEAST OF THE APPROXIMATE CENTERLINE OF A DIRT ROAD, AND 2 FEET
 DH2689'SOUTHEAST OF A WITNESS POST.  THE MARK IS A STANDARD U.S. COAST.
 DH2689'AND GEODETIC SURVEY BENCH MARK DISK, PROJECTING 5 INCHES, AND THE
 DH2689'DISK IS STAMPED K 185 1946.
 DH2689'
 DH2689'ALL MARKS (EXCEPT THE BENCH MARK) ARE STANDARD DISK SET IN THE TOP
 DH2689'OF 12-INCH CONCRETE CYLINDERS.
 DH2689
 DH2689                          STATION RECOVERY (1956)
 DH2689
 DH2689'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 DH2689'THE STATION WAS VISITED 12-11-56 AND ALL MARKS WERE FOUND IN GOOD
 DH2689'CONDITION.  THE AZIMUTH MARK WAS MOVED BY THE REQUEST OF THE LAMAR
 DH2689'CO. ENGINEER, DUE TO ROAD CONSTRUCTION IN THE AREA.  THE AZIMUTH
 DH2689'MARK WAS RESET NORTHWEST AND ACROSS THE HIGHWAY FROM THE ORIGINAL
 DH2689'AZIMUTH MARK AND IN LINE WITH THE STATION.  THE AZIMUTH MARK WAS
 DH2689'ALSO RESET AS A BENCH MARK AT THIS TIME.  A NEW DESCRIPTION TO
 DH2689'REACH THE STATION AND OF THE AZIMUTH MARK FOLLOWS-
 DH2689'
 DH2689'THE AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE
 DH2689'STATION, 0.4 MILE NORTH OF THE BLOOMING GROVE BAPTIST CHURCH AND
 DH2689'CEMETERY, ON PROPERTY OWNED BY MR. ODEM OF MILLSPORT, ON THE EAST
 DH2689'SLOPE OF A NORTH-SOUTH RIDGE, ABOUT 50 YARDS SOUTH OF A DEEP CUT
 DH2689'AND ACROSS THE ROAD FROM THE MIDDLE OF A FILL.  IT IS 65 FEET
 DH2689'NORTHWEST OF THE CENTER OF THE ROAD.  IT IS A STANDARD BENCH
 DH2689'MARK DISK, STAMPED K 185 RESET 1956, SET IN THE TOP OF A 12-INCH
 DH2689'ROUND CONCRETE POST PROJECTING 6 INCHES.
 DH2689'
 DH2689'TO REACH THE STATION FROM THE INTERESECTION OF STATE HIGHWAYS 18
 DH2689'AND 49 IN CROSSVILLE, GO NORTH ON STATE HIGHWAY 49 FOR 4.2 MILES
 DH2689'TO A FORKS, *TAKE RIGHT FORK AND GO NORTHEAST FOR 0.35 MILE TO A
 DH2689'WOODS ROAD LEFT IN THE OUTSIDE OF A CURVE, TURN LEFT ON WOODS ROAD
 DH2689'AND GO ABOUT 200 YARDS TO A DIM WOODS ROAD LEFT, TURN LEFT AND
 DH2689'FOLLOW DIM WOODS ROAD FOR ABOUT 350 YARDS TO THE TOP OF THE HILL
 DH2689'AND THE STATION ON PROPERTY OWNED BY MR. ANDREW JOHNSON OF
 DH2689'VERNON.
 DH2689'
 DH2689'*TO REACH THE AZIMUTH MARK FROM THIS POINT CONTINUE NORTH ON STATE
 DH2689'HIGHWAY 49 FOR 0.6 MILE TO THE MARK ON THE LEFT, 0.4 MILE NORTH OF
 DH2689'BLOOMING GROVE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1836 ***********************************************************************
 DJ1836  DESIGNATION -  BLUBBER
 DJ1836  PID         -  DJ1836
 DJ1836  STATE/COUNTY-  AL/PICKENS
 DJ1836  USGS QUAD   -  ALICEVILLE SOUTH (1986)
 DJ1836
 DJ1836                         *CURRENT SURVEY CONTROL
 DJ1836  ___________________________________________________________________
 DJ1836* NAD 83(1992)-  33 05 08.62807(N)    088 13 27.07825(W)     ADJUSTED  
 DJ1836* NAVD 88     -        40.     (meters)     131.     (feet)  VERTCON   
 DJ1836  ___________________________________________________________________
 DJ1836  LAPLACE CORR-          -1.34  (seconds)                    DEFLEC99
 DJ1836  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DJ1836
 DJ1836  HORZ ORDER  -  THIRD
 DJ1836
 DJ1836.The horizontal coordinates were established by classical geodetic methods
 DJ1836.and adjusted by the National Geodetic Survey in December 1992..
 DJ1836
 DJ1836.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1836.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1836
 DJ1836.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1836
 DJ1836.The geoid height was determined by GEOID03.
 DJ1836
 DJ1836;                    North         East     Units Scale Factor Converg.
 DJ1836;SPC AL W     -   342,352.992   532,391.567   MT  0.99998967   -0 23 43.2
 DJ1836;SPC MS E     -   397,711.825   356,869.027   MT  0.99998986   +0 19 57.1
 DJ1836;SPC MS E     - 1,304,826.21  1,170,827.80   sFT  0.99998986   +0 19 57.1
 DJ1836;UTM  16      - 3,661,457.401   385,748.605   MT  0.99976094   -0 40 06.1
 DJ1836
 DJ1836!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1836!SPC AL W     -   0.99999825  x   0.99998967  =   0.99998792
 DJ1836!SPC MS E     -   0.99999825  x   0.99998986  =   0.99998811
 DJ1836!UTM  16      -   0.99999825  x   0.99976094  =   0.99975919
 DJ1836
 DJ1836:                Primary Azimuth Mark                     Grid Az
 DJ1836:SPC AL W     -  BLUBBER AZ MK 2                          093 53 24.0
 DJ1836:SPC MS E     -  BLUBBER AZ MK 2                          093 09 43.7
 DJ1836:UTM  16      -  BLUBBER AZ MK 2                          094 09 46.9
 DJ1836
 DJ1836|---------------------------------------------------------------------|
 DJ1836| PID    Reference Object                     Distance      Geod. Az  |
 DJ1836|                                                           dddmmss.s |
 DJ1836| DJ1837 BLUBBER AZ MK 2                     APPROX. 0.6 KM 0932940.8 |
 DJ1836| CF9870 BLUBBER AZ MK                                      0943142.3 |
 DJ1836| CF9871 BLUBBER RM 1                         29.383 METERS 15907     |
 DJ1836| CS7000 BLUBBER RM 3                         19.817 METERS 24014     |
 DJ1836| CF9872 BLUBBER RM 2                         28.610 METERS 27337     |
 DJ1836|---------------------------------------------------------------------|
 DJ1836
 DJ1836                          SUPERSEDED SURVEY CONTROL
 DJ1836
 DJ1836  NAD 83(1986)-  33 05 08.63413(N)    088 13 27.08022(W) AD(       ) 3
 DJ1836  NAD 27      -  33 05 08.18200(N)    088 13 26.87200(W) AD(       ) 3
 DJ1836  NGVD 29 (07/19/86)   40.     (m)          131.     (f) VERT ANG       
 DJ1836
 DJ1836.Superseded values are not recommended for survey control.
 DJ1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1836.See file dsdata.txt to determine how the superseded data were derived.
 DJ1836
 DJ1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8574961457(NAD 83)
 DJ1836_MARKER: DS = TRIANGULATION STATION DISK
 DJ1836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1836_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1836
 DJ1836  HISTORY     - Date     Condition        Report By
 DJ1836  HISTORY     - 1955     MONUMENTED       CGS
 DJ1836  HISTORY     - 1979     GOOD             NGS
 DJ1836  HISTORY     - 1980     GOOD             NGS
 DJ1836
 DJ1836                          STATION DESCRIPTION
 DJ1836
 DJ1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1836'STATION IS LOCATED ALONG STATE HIGHWAY 17, 0.35 MILE WEST OF
 DJ1836'BLUBBER CREEK AND ABOUT 5 MILES SOUTHWEST OF ALICEVILLE AND IS ON
 DJ1836'ROAD RIGHT-OF-WAY.  IT IS 172 FEET NORTH OF THE NORTH RAIL OF A
 DJ1836'RAILROAD TRACK, 70 FEET SOUTH OF THE CENTER OF STATE
 DJ1836'HIGHWAY 17, 17 FEET SOUTHEAST OF A POWER LINE POLE AND 3 FEET
 DJ1836'EAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE
 DJ1836'DISK IS STAMPED BLUBBER 1955.
 DJ1836'
 DJ1836'REFERENCE MARK NO. 1 IS 27 FEET NORTH OF THE NORTH EDGE OF A LARGE
 DJ1836'DITCH.  THE MARK IS FLUSH AND THE DISK IS STAMPED BLUBBER NO 1 1955.
 DJ1836'
 DJ1836'REFERENCE MARK NO. 2 IS 81 FEET SOUTH OF THE CENTER OF HIGHWAY 17
 DJ1836'AND 26 FEET NORTH OF THE NORTH EDGE OF A LARGE DITCH.  THE MARK
 DJ1836'IS FLUSH AND THE DISK IS STAMPED BLUBBER NO 2 1955.
 DJ1836'
 DJ1836'AZIMUTH MARK IS FLUSH IN A DRILL HOLE OF THE SOUTHWEST CORNER OF
 DJ1836'THE CONCRETE BLUBBER CREEK BRIDGE ABUTMENT.  THE DISK IS STAMPED
 DJ1836'BLUBBER 1955.
 DJ1836'
 DJ1836'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 17
 DJ1836'AND A RAILROAD CROSSING JUST SOUTH OF THE RAILROAD DEPOT IN
 DJ1836'ALICEVILLE, GO SOUTHWEST ON HIGHWAY 17 FOR 4.7 MILES TO THE
 DJ1836'SOUTHWEST CORNER OF THE CONCRETE BRIDGE AND THE AZIMUTH MARK AS
 DJ1836'DESCRIBED, CONTINUE WEST ON HIGHWAY 17 FOR 0.35 MILE TO THE
 DJ1836'STATION ON THE LEFT AS DESCRIBED.
 DJ1836'
 DJ1836'HEIGHT OF LIGHT ABOVE STATION 34 METERS.
 DJ1836
 DJ1836                          STATION RECOVERY (1979)
 DJ1836
 DJ1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 DJ1836'THE STATION MARK, REFERENCE MARKS NO.1, NO.2 AND AZIMUTH MARK WERE
 DJ1836'ALL RECOVERED IN GOOD CONDITION.  THE AZIMUTH MARK WAS GOING TO BE
 DJ1836'DESTROYED BY CONSTRUCTION.  A NEW AZIMUTH MARK WAS ESTABLISHED AT
 DJ1836'THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 DJ1836'
 DJ1836'STATION IS LOCATED 5 MILES SOUTHWEST OF ALICEVILLE, 0.35 MILE WEST
 DJ1836'OF BLUBBER CREEK, ALONG RIGHT OF WAY OF STATE HIGHWAY 17.
 DJ1836'
 DJ1836'TO REACH FROM THE RAILROAD CROSSING ON STATE HIGHWAY 17 IN
 DJ1836'ALICEVILLE, GO SOUTHWEST ON STATE HIGHWAY 17 FOR 4.7 MILES TO NEW
 DJ1836'CONCRETE BRIDGE OVER BLUBBER CREEK AND AZIMUTH MARK AS DESCRIBED,
 DJ1836'CONTINUE WEST ON STATE HWY. 17 FOR 0.35 MILE TO A TURNOUT AREA AND
 DJ1836'STATION ON LEFT.
 DJ1836'
 DJ1836'STATION MARK IS A STANDARD DISK, STAMPED---BLUBBER 1955---SET IN
 DJ1836'TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS AT THE
 DJ1836'EAST EDGE OF TURNOUT AREA, 172 FEET NORTH AND ACROSS SMALL POND FROM
 DJ1836'NORTH RAIL OF RAILROAD TRACKS, 70 FEET SOUTH OF THE CENTER OF HIGHWAY,
 DJ1836'17 FEET SOUTHEAST OF A POWER POLE AND 1 FOOT SOUTH OF A METAL WITNESS
 DJ1836'POST AND SIGN.
 DJ1836'
 DJ1836'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED---BLUBBER NO 1
 DJ1836'1955---SET IN TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE
 DJ1836'GROUND.  IT IS IN WOODS, 120 FEET SOUTH OF HIGHWAY 27 FEET NORTH OF
 DJ1836'NORTH EDGE OF DITCH AT EAST END OF POND AND 1 FOOT NORTH OF A METAL
 DJ1836'WITNESS POST AND SIGN.
 DJ1836'
 DJ1836'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED---BLUBBER NO 2
 DJ1836'1955---SET IN TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE
 DJ1836'GROUND.  IT IS IN THE NORTH TRACK OF SAND ROAD OF TURNOUT AREA, 81
 DJ1836'FEET SOUTH OF THE CENTER OF HIGHWAY, 46.5 FEET EAST OF A 30 INCH OAK
 DJ1836'TREE, 26 FEET NORTH OF NORTH EDGE OF POND AND 4.0 FEET SOUTH OF A
 DJ1836'METAL WITNESS POST AND SIGN.
 DJ1836'
 DJ1836'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BLUBBER 1979---SET IN A
 DJ1836'DRILL HOLE IN THE TOP OF THE SOUTHWEST CONCRETE ABUTMENT OF NEW BRIDGE
 DJ1836'OVER BLUBBER CREEK.
 DJ1836
 DJ1836                          STATION RECOVERY (1980)
 DJ1836
 DJ1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DJ1836'THE STATION MARK, REFERENCE MARK NO. 1 AND THE AZIMUTH MARK 1979
 DJ1836'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 2 WAS DESTROYED
 DJ1836'BY ROAD CONSTRUCTION.  A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED AT
 DJ1836'THIS DATE.  AN INSTRUMENT HEIGHT OF SEVEN FEET IS REQUIRED TO SEE
 DJ1836'THE AZIMUTH MARK DUE TO THE LEVEL OF NEW HIGHWAY.  A NEW DESCRIPTION
 DJ1836'FOLLOWS--
 DJ1836'
 DJ1836'THE STATION IS LOCATED 5 MILES SOUTHWEST OF ALICEVILLE, 0.35 MILE
 DJ1836'WEST OF BLUBBER CREEK, ON THE RIGHT OF WAY OF STATE HIGHWAY 17.
 DJ1836'
 DJ1836'TO REACH FROM THE RAILROAD CROSSING ON STATE HIGHWAY 17 IN
 DJ1836'ALICEVILLE, GO SOUTHWEST ON STATE HIGHWAY 17 FOR 4.7 MILES TO NEW
 DJ1836'CONCRETE BRIDGE OVER BLUBBER CREEK AND THE AZIMUTH MARK AS DESCRIBED,
 DJ1836'CONTINUE WEST ON STATE HIGHWAY 17 FOR 0.35 MILE TO THE STATION ON
 DJ1836'THE LEFT.
 DJ1836'
 DJ1836'STATION MARK IS A STANDARD DISK, STAMPED---BLUBBER 1955---AND SET
 DJ1836'IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS 172
 DJ1836'FEET NORTH AND ACROSS SMALL POND FROM THE NORTH RAIL OF RAILROAD
 DJ1836'TRACKS, 70 FEET SOUTH OF THE CENTER OF NEW HIGHWAY, 1 FOOT SOUTH OF A
 DJ1836'METAL WITNESS POST AND SIGN, 1 FOOT NORTH OF A METAL WITNESS POST AND
 DJ1836'SIGN AND ABOUT 7 FEET BELOW LEVEL OF HIGHWAY.
 DJ1836'
 DJ1836'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED---BLUBBER NO 1
 DJ1836'1955---AND SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 DJ1836'GROUND.  IT IS IN WOODS, 120 FEET SOUTH OF THE CENTER OF HIGHWAY,
 DJ1836'27 FEET NORTH OF THE NORTH EDGE OF DITCH AT EAST END OF POND AND 1
 DJ1836'FOOT NORTH OF A METAL WITNESS POST AND SIGN.
 DJ1836'
 DJ1836'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---BLUBBER 1955
 DJ1836'NO 3 1980---AND SET IN THE TOP OF A ROUND CONCRETE POST PROJECTING 1
 DJ1836'INCH ABOVE THE GROUND.  IT IS AT THE NORTH EDGE OF WOODS, 113 FEET
 DJ1836'SOUTH OF THE CENTER OF HIGHWAY, 32 FEET NORTH OF THE NORTH EDGE OF
 DJ1836'POND, 2.7 FEET EAST NORTHEAST OF A 12 INCH PINE TREE AND 1 FOOT NORTH
 DJ1836'OF A METAL WITNESS POST AND SIGN.
 DJ1836'
 DJ1836'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BLUBBER 1979---AND SET
 DJ1836'IN A DRILL HOLE IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT OF NEW
 DJ1836'BRIDGE OVER BLUBBER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1837 ***********************************************************************
 DJ1837  DESIGNATION -  BLUBBER AZ MK 2
 DJ1837  PID         -  DJ1837
 DJ1837  STATE/COUNTY-  AL/PICKENS
 DJ1837  USGS QUAD   -  ALICEVILLE SOUTH (1986)
 DJ1837
 DJ1837                         *CURRENT SURVEY CONTROL
 DJ1837  ___________________________________________________________________
 DJ1837* NAD 83(1992)-  33 05 07.43408(N)    088 13 03.86476(W)     ADJUSTED  
 DJ1837* NAVD 88     -        42.     (meters)     138.     (feet)  SCALED    
 DJ1837  ___________________________________________________________________
 DJ1837  LAPLACE CORR-          -1.33  (seconds)                    DEFLEC99
 DJ1837  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DJ1837
 DJ1837  HORZ ORDER  -  THIRD
 DJ1837
 DJ1837.The horizontal coordinates were established by classical geodetic methods
 DJ1837.and adjusted by the National Geodetic Survey in December 1992..
 DJ1837.No horizontal observational check was made to the station.
 DJ1837
 DJ1837.The orthometric height was scaled from a topographic map.
 DJ1837
 DJ1837.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1837
 DJ1837.The geoid height was determined by GEOID03.
 DJ1837
 DJ1837;                    North         East     Units Scale Factor Converg.
 DJ1837;SPC AL W     -   342,312.075   532,993.316   MT  0.99998867   -0 23 30.6
 DJ1837;SPC MS E     -   397,678.555   357,471.247   MT  0.99999071   +0 20 09.8
 DJ1837;SPC MS E     - 1,304,717.06  1,172,803.58   sFT  0.99999071   +0 20 09.8
 DJ1837;UTM  16      - 3,661,413.627   386,350.013   MT  0.99975925   -0 39 53.4
 DJ1837
 DJ1837!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1837!SPC AL W     -   0.99999793  x   0.99998867  =   0.99998660
 DJ1837!SPC MS E     -   0.99999793  x   0.99999071  =   0.99998864
 DJ1837!UTM  16      -   0.99999793  x   0.99975925  =   0.99975718
 DJ1837
 DJ1837                          SUPERSEDED SURVEY CONTROL
 DJ1837
 DJ1837  NAD 83(1986)-  33 05 07.44015(N)    088 13 03.86673(W) AD(       ) 3
 DJ1837  NAD 27      -  33 05 06.98258(N)    088 13 03.65955(W) AD(       ) 3
 DJ1837
 DJ1837.Superseded values are not recommended for survey control.
 DJ1837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1837.See file dsdata.txt to determine how the superseded data were derived.
 DJ1837
 DJ1837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8635061414(NAD 83)
 DJ1837_MARKER: DZ = AZIMUTH MARK DISK
 DJ1837_SETTING: 0 = UNSPECIFIED SETTING
 DJ1837_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ1837
 DJ1837  HISTORY     - Date     Condition        Report By
 DJ1837  HISTORY     - 1979     MONUMENTED       NGS
 DJ1837
 DJ1837                          STATION DESCRIPTION
 DJ1837
 DJ1837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 DJ1837'TO REACH FROM THE RAILROAD CROSSING ON STATE HIGHWAY 17 IN
 DJ1837'ALICEVILLE, GO SOUTHWEST ON STATE HIGHWAY 17 FOR 4.7 MILES TO NEW
 DJ1837'CONCRETE BRIDGE OVER BLUBBER CREEK AND THE STATION AS DESCRIBED.
 DJ1837'
 DJ1837'STATION MARK IS A STANDARD DISK, STAMPED ---BLUBBER--- AND SET IN
 DJ1837'A DRILL HOLE IN THE TOP OF THE SOUTHEAST CONCRETE ABUTMENT OF NEW
 DJ1837'BRIDGE OVER BLUBBER CREEK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3615 ***********************************************************************
 DG3615  DESIGNATION -  BLUE MT
 DG3615  PID         -  DG3615
 DG3615  STATE/COUNTY-  AL/CALHOUN
 DG3615  USGS QUAD   -  ANNISTON (1972)
 DG3615
 DG3615                         *CURRENT SURVEY CONTROL
 DG3615  ___________________________________________________________________
 DG3615* NAD 83(1992)-  33 40 52.75148(N)    085 48 57.52670(W)     ADJUSTED  
 DG3615* NAVD 88     -       462.     (meters)    1516.     (feet)  SCALED    
 DG3615  ___________________________________________________________________
 DG3615  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 DG3615  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3615
 DG3615  HORZ ORDER  -  FIRST
 DG3615
 DG3615.The horizontal coordinates were established by classical geodetic methods
 DG3615.and adjusted by the National Geodetic Survey in December 1992..
 DG3615
 DG3615.The orthometric height was scaled from a topographic map.
 DG3615
 DG3615.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3615
 DG3615.The geoid height was determined by GEOID03.
 DG3615
 DG3615;                    North         East     Units Scale Factor Converg.
 DG3615;SPC AL E     -   352,757.887   201,609.115   MT  0.99996003   +0 00 34.6
 DG3615;UTM  16      - 3,727,451.215   609,751.367   MT  0.99974850   +0 39 24.1
 DG3615
 DG3615!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3615!SPC AL E     -   0.99993197  x   0.99996003  =   0.99989201
 DG3615!UTM  16      -   0.99993197  x   0.99974850  =   0.99968049
 DG3615
 DG3615|---------------------------------------------------------------------|
 DG3615| PID    Reference Object                     Distance      Geod. Az  |
 DG3615|                                                           dddmmss.s |
 DG3615| CZ2847 BLUE MT RM 1                         22.205 METERS 06911     |
 DG3615| DG3619 WOODSTOCK                           APPROX. 2.7 KM 1922203.7 |
 DG3615| DH2430 FORT WORTH ATLANTA AWY BCN 68       APPROX.26.8 KM 2432919.3 |
 DG3615| CZ2848 BLUE MT RM 2                         13.308 METERS 30615     |
 DG3615|---------------------------------------------------------------------|
 DG3615
 DG3615                          SUPERSEDED SURVEY CONTROL
 DG3615
 DG3615  NAD 83(1986)-  33 40 52.75681(N)    085 48 57.52051(W) AD(       ) 1
 DG3615  NAD 27      -  33 40 52.38700(N)    085 48 57.64600(W) AD(       ) 1
 DG3615
 DG3615.Superseded values are not recommended for survey control.
 DG3615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3615.See file dsdata.txt to determine how the superseded data were derived.
 DG3615
 DG3615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0975127451(NAD 83)
 DG3615_MARKER: DS = TRIANGULATION STATION DISK
 DG3615_SETTING: 66 = SET IN ROCK OUTCROP
 DG3615_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3615
 DG3615  HISTORY     - Date     Condition        Report By
 DG3615  HISTORY     - 1941     MONUMENTED       CGS
 DG3615  HISTORY     - 1952     GOOD             CGS
 DG3615  HISTORY     - 1960     GOOD             AEROS
 DG3615  HISTORY     - 1965     GOOD             CGS
 DG3615  HISTORY     - 1968     GOOD             CGS
 DG3615  HISTORY     - 1981     GOOD             NGS
 DG3615
 DG3615                          STATION DESCRIPTION
 DG3615
 DG3615'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3615'STATION IS ON THE HIGHEST POINT OF BLUE MOUNTAIN, ABOUT 2 MILES
 DG3615'NNE OF THE CENTER OF ANNISTON.
 DG3615'
 DG3615'THE SURFACE MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE
 DG3615'IN A BOULDER ABOUT 10 BY 14 INCHES WHICH PROJECTS ABOUT 4 INCHES
 DG3615'ABOVE THE GROUND.  IT IS STAMPED BLUE MOUNTAIN 1941.
 DG3615'
 DG3615'THE UNDERGROUND MARK IS A STANDARD BRONZE DISK SET IN A DRILL
 DG3615'HOLE IN BEDROCK ABOUT 24 INCHES BELOW THE SURFACE OF THE GROUND.
 DG3615'
 DG3615'REFERENCE MARK NO. 1 IS ON THE NE SLOPE OF THE HILL AT THE BASE OF
 DG3615'A 6-INCH OAK TREE.  IT IS A STANDARD BRONZE DISK SET IN A DRILL
 DG3615'HOLE IN A BOULDER 2 BY 3 FEET AND PROJECTING 8 INCHES ABOVE THE
 DG3615'SURFACE OF THE GROUND.  IT IS STAMPED BLUE MOUNTAIN 1941, NO. 1.
 DG3615'
 DG3615'REFERENCE MARK NO. 2 IS ON THE W SLOPE OF THE RIDGE.  IT IS
 DG3615'A STANDARD BRONZE DISK SET IN A DRILL HOLE IN A BOULDER 3 BY
 DG3615'4 FEET AND PROJECTING 2 FEET ABOVE THE SURFACE OF THE GROUND.
 DG3615'IT IS STAMPED BLUE MOUNTAIN 1941, NO. 2.
 DG3615'
 DG3615'TO REACH FROM THE INTERSECTION OF 10TH AND WILMER STREETS IN
 DG3615'ANNISTON GO N ON WILMER STREET 1.2 MILES TO FOLSON STREET ON THE
 DG3615'RIGHT.  (FOLSON STREET GOES E FROM WILMER STREET BETWEEN 23RD
 DG3615'AND 24TH STREETS).  TURN RIGHT ON FOLSON STREET AND FOLLOW TO
 DG3615'THE TOP OF MOUNTAIN AND THE STATION.  FOLSON STREET IS, AT
 DG3615'PRESENT, ONLY A TRAIL AND IT WAS POSSIBLE TO DRIVE ONLY ABOUT
 DG3615'HALFWAY UP THE MOUNTAIN BUT THIS AREA HAS BEEN SURVEYED FOR A
 DG3615'REAL ESTATE DEVELOPEMENT AND IT IS PROBABLE THAT THE ROAD WILL
 DG3615'BE CARRIED TO THE TOP OF THE MOUNTAIN.
 DG3615'
 DG3615'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
 DG3615
 DG3615                          STATION RECOVERY (1952)
 DG3615
 DG3615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (AMS)
 DG3615'STATION RECOVERED AS DESCRIBED.
 DG3615
 DG3615                          STATION RECOVERY (1960)
 DG3615
 DG3615'RECOVERY NOTE BY AERO SERVICE CORPORATION 1960 (TAH)
 DG3615'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 DG3615'TO REACH STATION FROM P.O. IN ANNISTON, GO 2 BLOCKS E TO
 DG3615'QUINTARD BLVD. (ST HWY 21).  PROCEED N ON QUINTARD BLVD. ONE
 DG3615'MILE TO PAVED ROAD RIGHT (500 FEET S OF LARGE WATER TANK),
 DG3615'FOLLOW PAVED ROAD RIGHT 1/4 MILE TO END OF PAVING, CONTINUE ON
 DG3615'TRAIL TO TOP OF BLUE MOUNTAIN AND STATION.  STATION IS 4 FEET
 DG3615'S OF THE SW CORNER OF A WOVEN WIRE FENCE ENCLOSING A WOODEN
 DG3615'ANTENNA POLE, AND 51 FEET N OF THE CENTER OF A WOODEN FIRE
 DG3615'LOOKOUT TOWER.
 DG3615
 DG3615                          STATION RECOVERY (1965)
 DG3615
 DG3615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 DG3615'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 DG3615'THE PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.
 DG3615
 DG3615                          STATION RECOVERY (1968)
 DG3615
 DG3615'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JMW)
 DG3615'THE STATION CAN BE REACHED FROM THE INTERSECTION OF U.S. HIGHWAY
 DG3615'78 AND ALABAMA STATE HIGHWAY 21 BY GOING N ON HIGHWAY 21 4.6 MILES
 DG3615'TO 25TH STREET IN ANNISTON, ALA., TURN RIGHT ON 25TH AND GO
 DG3615'IN A EASTERLY DIRECTION FOR 1.1 MILES TO THE STATION.  THE LAST
 DG3615'PORTION OF 25TH IS DIRT AND BLOCKED BY A GATE.  A KEY MAY BE
 DG3615'OBTAINED FROM THE LOCAL T.V. STATION WHICH IS NOT OPERATIVE
 DG3615'AT THE PRESENT.
 DG3615'
 DG3615'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED.
 DG3615'
 DG3615'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- NW EDGE OF
 DG3615'ANNISTON.
 DG3615
 DG3615                          STATION RECOVERY (1981)
 DG3615
 DG3615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DG3615'ALL MARKS RECOVERED IN GOOD CONDITION.  METAL WITNESS POST AND SIGNS
 DG3615'WERE SET 1 FOOT SOUTH OF THE STATION AND REFERENCE MARK NO 1 AND 1
 DG3615'FOOT NORTH OF REFERENCE MARK NO 2.
 DG3615'
 DG3615'TO REACH THE STATION FROM THE ARMORY ON U.S. HIGHWAY 431, ABOUT 1
 DG3615'MILE NORTH OF THE CENTER OF ANNISTON, GO EAST ON PAVED ROAD ALONG
 DG3615'SOUTH SIDE OF THE ARMORY FOR 0.15 MILE TO A PAVED ROAD ON THE LEFT,
 DG3615'TURN LEFT PASSING ALONG EAST SIDE OF ARMORY ON PAVED ROAD FOR 0.1
 DG3615'MILE TO PAVED ROAD ON THE RIGHT AND MCCOY METHODIST CHURCH ON THE
 DG3615'LEFT, TURN RIGHT GO EASTERLY ON PAVED ROAD FOR 0.15 MILE TO END OF
 DG3615'PAVED ROAD, CONTINUE STRAIGHT AHEAD ON GRAVEL ROAD FOR 0.55 MILE TO
 DG3615'END OF ROAD AND STATION ON HIGHEST POINT OF MOUNTAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2571 ***********************************************************************
 CN2571  DESIGNATION -  BM
 CN2571  PID         -  CN2571
 CN2571  STATE/COUNTY-  AL/HALE
 CN2571  USGS QUAD   -  WARRIOR DAM (1980)
 CN2571
 CN2571                         *CURRENT SURVEY CONTROL
 CN2571  ___________________________________________________________________
 CN2571* NAD 83(1986)-  32 51 04.     (N)    087 48 17.     (W)     SCALED    
 CN2571* NAVD 88     -        36.120  (meters)     118.50   (feet)  ADJUSTED  
 CN2571  ___________________________________________________________________
 CN2571  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CN2571  DYNAMIC HT  -          36.080 (meters)     118.37  (feet)  COMP
 CN2571  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 CN2571
 CN2571  VERT ORDER  -  FIRST     CLASS II
 CN2571
 CN2571.The horizontal coordinates were scaled from a topographic map and have
 CN2571.an estimated accuracy of +/- 6 seconds.
 CN2571
 CN2571.The orthometric height was determined by differential leveling
 CN2571.and adjusted by the National Geodetic Survey in June 1991..
 CN2571
 CN2571.The geoid height was determined by GEOID03.
 CN2571
 CN2571.The dynamic height is computed by dividing the NAVD 88
 CN2571.geopotential number by the normal gravity value computed on the
 CN2571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2571.degrees latitude (g = 980.6199 gals.).
 CN2571
 CN2571.The modeled gravity was interpolated from observed gravity values.
 CN2571
 CN2571;                    North         East    Units  Estimated Accuracy
 CN2571;SPC AL W     -   316,140.      571,480.      MT  (+/- 180 meters Scaled)
 CN2571
 CN2571                          SUPERSEDED SURVEY CONTROL
 CN2571
 CN2571.No superseded survey control is available for this station.
 CN2571
 CN2571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB246350(NAD 83)
 CN2571_MARKER: DD = SURVEY DISK
 CN2571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2571+STABILITY: SURFACE MOTION
 CN2571
 CN2571  HISTORY     - Date     Condition        Report By
 CN2571  HISTORY     - UNK      MONUMENTED       ALGS
 CN2571  HISTORY     - 1944     GOOD             NGS
 CN2571  HISTORY     - 1976     POOR             USGS
 CN2571
 CN2571                          STATION DESCRIPTION
 CN2571
 CN2571'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 CN2571'4.1 MI SW FROM AKRON.
 CN2571'4.1 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN2571'AKRON, HALE COUNTY, 600 FEET EAST OF MILEPOST 228, 9 FEET EAST OF THE
 CN2571'EAST END OF A TRESTLE, 9.5 FEET SOUTH OF THE CENTERLINE OF THE TRACK,
 CN2571'AND LEVEL WITH THE TRACK.  A STATE SURVEY STANDARD DISK, SET IN THE
 CN2571'TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 CN2571
 CN2571                          STATION RECOVERY (1976)
 CN2571
 CN2571'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CN2571'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1479 ***********************************************************************
 CN1479  DESIGNATION -  BM
 CN1479  PID         -  CN1479
 CN1479  STATE/COUNTY-  AL/DALLAS
 CN1479  USGS QUAD   -  JONES (1982)
 CN1479
 CN1479                         *CURRENT SURVEY CONTROL
 CN1479  ___________________________________________________________________
 CN1479* NAD 83(1986)-  32 34 57.     (N)    086 54 13.     (W)     SCALED    
 CN1479* NAVD 88     -        60.229  (meters)     197.60   (feet)  ADJUSTED  
 CN1479  ___________________________________________________________________
 CN1479  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CN1479  DYNAMIC HT  -          60.159 (meters)     197.37  (feet)  COMP
 CN1479  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 CN1479
 CN1479  VERT ORDER  -  SECOND    CLASS 0
 CN1479
 CN1479.The horizontal coordinates were scaled from a topographic map and have
 CN1479.an estimated accuracy of +/- 6 seconds.
 CN1479
 CN1479.The orthometric height was determined by differential leveling
 CN1479.and adjusted by the National Geodetic Survey in June 1991..
 CN1479
 CN1479.The geoid height was determined by GEOID03.
 CN1479
 CN1479.The dynamic height is computed by dividing the NAVD 88
 CN1479.geopotential number by the normal gravity value computed on the
 CN1479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1479.degrees latitude (g = 980.6199 gals.).
 CN1479
 CN1479.The modeled gravity was interpolated from observed gravity values.
 CN1479
 CN1479;                    North         East    Units  Estimated Accuracy
 CN1479;SPC AL W     -   286,470.      655,990.      MT  (+/- 180 meters Scaled)
 CN1479
 CN1479                          SUPERSEDED SURVEY CONTROL
 CN1479
 CN1479  NGVD 29 (??/??/92)   60.20   (m)          197.5    (f) COMPUTED    2 0
 CN1479
 CN1479.Superseded values are not recommended for survey control.
 CN1479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1479.See file dsdata.txt to determine how the superseded data were derived.
 CN1479
 CN1479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB090050(NAD 83)
 CN1479_MARKER: DD = SURVEY DISK
 CN1479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1479_STAMPING: 1943
 CN1479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1479+STABILITY: SURFACE MOTION
 CN1479
 CN1479  HISTORY     - Date     Condition        Report By
 CN1479  HISTORY     - 1943     MONUMENTED       USGS
 CN1479  HISTORY     - 1943     GOOD             NGS
 CN1479  HISTORY     - 1957     MARK NOT FOUND   USGS
 CN1479  HISTORY     - 1980     MARK NOT FOUND   NGS
 CN1479
 CN1479                          STATION DESCRIPTION
 CN1479
 CN1479'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CN1479'0.6 MI W FROM JONES.
 CN1479'0.6 MILE WEST OF THE POST OFFICE AT JONES, ALONG GRADED COUNTY ROAD,
 CN1479'SET AT THE WEST END OF THE BRIDGE OVER MULBERRY CREEK, 41.5 FEET SOUTH
 CN1479'OF CENTER-LINE OF THE GRADED ROAD, 50 FEET SOUTHWEST OF THE WEST END
 CN1479'OF THE STEEL BRIDGE, 23.6 FEET EAST OF AN 8 INCH OAK TREE, 1 FOOT
 CN1479'NORTH OF REFERENCE POST, U.S. GEOLOGICAL SURVEY GAGING STATION DISK
 CN1479'SET IN TOP OF CONCRETE POST.
 CN1479
 CN1479                          STATION RECOVERY (1957)
 CN1479
 CN1479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CN1479'MARK NOT FOUND.
 CN1479
 CN1479                          STATION RECOVERY (1980)
 CN1479
 CN1479'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CN1479'SEARCHED FOR AND NOT RECOVERED, A NEW BRIDGE HAS BEEN CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2050 ***********************************************************************
 DH2050  DESIGNATION -  BM
 DH2050  PID         -  DH2050
 DH2050  STATE/COUNTY-  AL/TUSCALOOSA
 DH2050  USGS QUAD   -  TUSCALOOSA (1983)
 DH2050
 DH2050                         *CURRENT SURVEY CONTROL
 DH2050  ___________________________________________________________________
 DH2050* NAD 83(1986)-  33 13 12.     (N)    087 33 03.     (W)     SCALED    
 DH2050* NAVD 88     -        37.781  (meters)     123.95   (feet)  ADJUSTED  
 DH2050  ___________________________________________________________________
 DH2050  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DH2050  DYNAMIC HT  -          37.740 (meters)     123.82  (feet)  COMP
 DH2050  MODELED GRAV-     979,547.2   (mgal)                       NAVD 88
 DH2050
 DH2050  VERT ORDER  -  SECOND    CLASS 0
 DH2050
 DH2050.The horizontal coordinates were scaled from a topographic map and have
 DH2050.an estimated accuracy of +/- 6 seconds.
 DH2050
 DH2050.The orthometric height was determined by differential leveling
 DH2050.and adjusted by the National Geodetic Survey in June 1991..
 DH2050
 DH2050.The geoid height was determined by GEOID03.
 DH2050
 DH2050.The dynamic height is computed by dividing the NAVD 88
 DH2050.geopotential number by the normal gravity value computed on the
 DH2050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2050.degrees latitude (g = 980.6199 gals.).
 DH2050
 DH2050.The modeled gravity was interpolated from observed gravity values.
 DH2050
 DH2050;                    North         East    Units  Estimated Accuracy
 DH2050;SPC AL W     -   357,010.      595,260.      MT  (+/- 180 meters Scaled)
 DH2050
 DH2050                          SUPERSEDED SURVEY CONTROL
 DH2050
 DH2050  NGVD 29 (??/??/92)   37.74   (m)          123.8    (f) COMPUTED    2 0
 DH2050
 DH2050.Superseded values are not recommended for survey control.
 DH2050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2050.See file dsdata.txt to determine how the superseded data were derived.
 DH2050
 DH2050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB486758(NAD 83)
 DH2050_MARKER: DD = SURVEY DISK
 DH2050_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH2050_SP_SET: PLATFORM
 DH2050_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2050
 DH2050  HISTORY     - Date     Condition        Report By
 DH2050  HISTORY     - UNK      MONUMENTED       USE
 DH2050  HISTORY     - 1935     GOOD             NGS
 DH2050
 DH2050                          STATION DESCRIPTION
 DH2050
 DH2050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH2050'IN TUSCALOOSA.
 DH2050'AT LOCK NO. 11, ON WARRIOR RIVER, NEAR THE NORTHEAST CORNER OF A LARGE
 DH2050'CONCRETE PLATFORM ALONG THE SOUTH EDGE OF THE LOCK, 5 FEET WEST OF THE
 DH2050'NORTHEAST CORNER OF THE PLATFORM, AND 20 INCHES SOUTH OF THE NORTH
 DH2050'EDGE OF THE PLATFORM, 2 FEET WEST OF A TIE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2052 ***********************************************************************
 DH2052  DESIGNATION -  BM
 DH2052  PID         -  DH2052
 DH2052  STATE/COUNTY-  AL/TUSCALOOSA
 DH2052  USGS QUAD   -  TUSCALOOSA (1983)
 DH2052
 DH2052                         *CURRENT SURVEY CONTROL
 DH2052  ___________________________________________________________________
 DH2052* NAD 83(1986)-  33 13 18.     (N)    087 32 45.     (W)     SCALED    
 DH2052* NAVD 88     -        40.846  (meters)     134.01   (feet)  ADJUSTED  
 DH2052  ___________________________________________________________________
 DH2052  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DH2052  DYNAMIC HT  -          40.801 (meters)     133.86  (feet)  COMP
 DH2052  MODELED GRAV-     979,546.7   (mgal)                       NAVD 88
 DH2052
 DH2052  VERT ORDER  -  SECOND    CLASS 0
 DH2052
 DH2052.The horizontal coordinates were scaled from a topographic map and have
 DH2052.an estimated accuracy of +/- 6 seconds.
 DH2052
 DH2052.The orthometric height was determined by differential leveling
 DH2052.and adjusted by the National Geodetic Survey in June 1991..
 DH2052
 DH2052.The geoid height was determined by GEOID03.
 DH2052
 DH2052.The dynamic height is computed by dividing the NAVD 88
 DH2052.geopotential number by the normal gravity value computed on the
 DH2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2052.degrees latitude (g = 980.6199 gals.).
 DH2052
 DH2052.The modeled gravity was interpolated from observed gravity values.
 DH2052
 DH2052;                    North         East    Units  Estimated Accuracy
 DH2052;SPC AL W     -   357,200.      595,730.      MT  (+/- 180 meters Scaled)
 DH2052
 DH2052                          SUPERSEDED SURVEY CONTROL
 DH2052
 DH2052  NGVD 29 (??/??/92)   40.81   (m)          133.9    (f) COMPUTED    2 0
 DH2052
 DH2052.Superseded values are not recommended for survey control.
 DH2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2052.See file dsdata.txt to determine how the superseded data were derived.
 DH2052
 DH2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB491759(NAD 83)
 DH2052_MARKER: B = BOLT
 DH2052_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH2052_SP_SET: PLATFORM
 DH2052_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2052
 DH2052  HISTORY     - Date     Condition        Report By
 DH2052  HISTORY     - UNK      MONUMENTED       USE
 DH2052  HISTORY     - 1935     GOOD             NGS
 DH2052
 DH2052                          STATION DESCRIPTION
 DH2052
 DH2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH2052'IN TUSCALOOSA.
 DH2052'AT LOCK NO. 12, ON WARRIOR RIVER, NEAR THE NORTHEAST CORNER OF A LARGE
 DH2052'CONCRETE PLATFORM, ALONG THE SOUTH SIDE OF THE LOCK, 5 FEET WEST OF
 DH2052'THE NORTHEAST CORNER OF THE PLATFORM AND 20 INCHES SOUTH OF THE NORTH
 DH2052'EDGE OF THE PLATFORM, 2 FEET WEST OF THE TIE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2147 ***********************************************************************
 DH2147  DESIGNATION -  BM
 DH2147  PID         -  DH2147
 DH2147  STATE/COUNTY-  AL/TUSCALOOSA
 DH2147  USGS QUAD   -  BROWNVILLE (1981)
 DH2147
 DH2147                         *CURRENT SURVEY CONTROL
 DH2147  ___________________________________________________________________
 DH2147* NAD 83(1986)-  33 23 39.     (N)    087 45 17.     (W)     SCALED    
 DH2147* NAVD 88     -        76.145  (meters)     249.82   (feet)  ADJUSTED  
 DH2147  ___________________________________________________________________
 DH2147  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DH2147  DYNAMIC HT  -          76.063 (meters)     249.55  (feet)  COMP
 DH2147  MODELED GRAV-     979,553.8   (mgal)                       NAVD 88
 DH2147
 DH2147  VERT ORDER  -  SECOND    CLASS 0
 DH2147
 DH2147.The horizontal coordinates were scaled from a topographic map and have
 DH2147.an estimated accuracy of +/- 6 seconds.
 DH2147
 DH2147.The orthometric height was determined by differential leveling
 DH2147.and adjusted by the National Geodetic Survey in June 1991..
 DH2147
 DH2147.The geoid height was determined by GEOID03.
 DH2147
 DH2147.The dynamic height is computed by dividing the NAVD 88
 DH2147.geopotential number by the normal gravity value computed on the
 DH2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2147.degrees latitude (g = 980.6199 gals.).
 DH2147
 DH2147.The modeled gravity was interpolated from observed gravity values.
 DH2147
 DH2147;                    North         East    Units  Estimated Accuracy
 DH2147;SPC AL W     -   376,360.      576,300.      MT  (+/- 180 meters Scaled)
 DH2147
 DH2147                          SUPERSEDED SURVEY CONTROL
 DH2147
 DH2147  NGVD 29 (??/??/92)   76.10   (m)          249.7    (f) COMPUTED    2 0
 DH2147
 DH2147.Superseded values are not recommended for survey control.
 DH2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2147.See file dsdata.txt to determine how the superseded data were derived.
 DH2147
 DH2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB298952(NAD 83)
 DH2147_MARKER: DD = SURVEY DISK
 DH2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2147+STABILITY: SURFACE MOTION
 DH2147
 DH2147  HISTORY     - Date     Condition        Report By
 DH2147  HISTORY     - UNK      MONUMENTED       ALGS
 DH2147  HISTORY     - 1946     GOOD             NGS
 DH2147  HISTORY     - 20050518 MARK NOT FOUND   ALHD
 DH2147
 DH2147                          STATION DESCRIPTION
 DH2147
 DH2147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH2147'IN BROWNVILLE.
 DH2147'AT BROWNVILLE, ABOUT 800 FEET NORTHWEST ALONG THE MAIN TRACK OF THE
 DH2147'MOBILE AND GULF RAILROAD FROM THE ROAD CROSSING AT THE POST OFFICE,
 DH2147'ABOUT 3 1/2 RAILS SOUTHEAST OF THE SOUTHEAST END OF A SWITCH, ABOUT 35
 DH2147'YARDS EAST OF THE FOURTH HOUSE NORTHWEST OF THE ROAD CROSSING, 7.4
 DH2147'FEET NORTHEAST OF THE NORTHEAST RAIL.  A STATE SURVEY DISK SET IN THE
 DH2147'TOP OF A CONCRETE POST PROJECTING ABOUT 6 INCHES.
 DH2147
 DH2147                          STATION RECOVERY (2005)
 DH2147
 DH2147'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2147'REFERENCES GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0193 ***********************************************************************
 EF0193  DESIGNATION -  BM
 EF0193  PID         -  EF0193
 EF0193  STATE/COUNTY-  AL/ETOWAH
 EF0193  USGS QUAD   -  HOWELTON (1975)
 EF0193
 EF0193                         *CURRENT SURVEY CONTROL
 EF0193  ___________________________________________________________________
 EF0193* NAD 83(1986)-  34 04 50.     (N)    086 08 19.     (W)     SCALED    
 EF0193* NAVD 88     -       223.886  (meters)     734.53   (feet)  ADJUSTED  
 EF0193  ___________________________________________________________________
 EF0193  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EF0193  DYNAMIC HT  -         223.649 (meters)     733.76  (feet)  COMP
 EF0193  MODELED GRAV-     979,574.3   (mgal)                       NAVD 88
 EF0193
 EF0193  VERT ORDER  -  SECOND    CLASS 0
 EF0193
 EF0193.The horizontal coordinates were scaled from a topographic map and have
 EF0193.an estimated accuracy of +/- 6 seconds.
 EF0193
 EF0193.The orthometric height was determined by differential leveling
 EF0193.and adjusted by the National Geodetic Survey in June 1991..
 EF0193
 EF0193.The geoid height was determined by GEOID03.
 EF0193
 EF0193.The dynamic height is computed by dividing the NAVD 88
 EF0193.geopotential number by the normal gravity value computed on the
 EF0193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0193.degrees latitude (g = 980.6199 gals.).
 EF0193
 EF0193.The modeled gravity was interpolated from observed gravity values.
 EF0193
 EF0193;                    North         East    Units  Estimated Accuracy
 EF0193;SPC AL E     -   397,080.      171,830.      MT  (+/- 180 meters Scaled)
 EF0193
 EF0193                          SUPERSEDED SURVEY CONTROL
 EF0193
 EF0193  NGVD 29 (??/??/92)  223.857  (m)          734.44   (f) ADJ UNCH    2 0
 EF0193
 EF0193.Superseded values are not recommended for survey control.
 EF0193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0193.See file dsdata.txt to determine how the superseded data were derived.
 EF0193
 EF0193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC794714(NAD 83)
 EF0193_MARKER: B = BOLT
 EF0193_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0193_SP_SET: BRIDGE
 EF0193_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0193
 EF0193  HISTORY     - Date     Condition        Report By
 EF0193  HISTORY     - UNK      MONUMENTED       LNRR
 EF0193  HISTORY     - 1935     GOOD             LNRR
 EF0193
 EF0193                          STATION DESCRIPTION
 EF0193
 EF0193'DESCRIBED BY LOUISVILLE AND NASHVILLE RAILROAD 1935
 EF0193'0.3 MI S FROM SLIGO.
 EF0193'0.3 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM SLIGO,
 EF0193'ETOWAH COUNTY, AT THE POLE 110/25, AT BRIDGE NO. 110.8, IN THE TOP
 EF0193'STEP OF THE WEST WALL OF THE SOUTH STONE ABUTMENT, 3 FEET SOUTH OF THE
 EF0193'NORTH EDGE AND 2 FEET EAST OF THE WEST EDGE OF THE BLOCK, 2 YARDS WEST
 EF0193'OF THE CENTERLINE OF THE TRACK, AND 1 FOOT BELOW THE TOP OF THE RAIL.
 EF0193'AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0191 ***********************************************************************
 EF0191  DESIGNATION -  BM
 EF0191  PID         -  EF0191
 EF0191  STATE/COUNTY-  AL/ETOWAH
 EF0191  USGS QUAD   -  GADSDEN WEST (1985)
 EF0191
 EF0191                         *CURRENT SURVEY CONTROL
 EF0191  ___________________________________________________________________
 EF0191* NAD 83(1986)-  34 05 41.     (N)    086 07 22.     (W)     SCALED    
 EF0191* NAVD 88     -       264.756  (meters)     868.62   (feet)  ADJUSTED  
 EF0191  ___________________________________________________________________
 EF0191  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 EF0191  DYNAMIC HT  -         264.474 (meters)     867.70  (feet)  COMP
 EF0191  MODELED GRAV-     979,565.2   (mgal)                       NAVD 88
 EF0191
 EF0191  VERT ORDER  -  SECOND    CLASS 0
 EF0191
 EF0191.The horizontal coordinates were scaled from a topographic map and have
 EF0191.an estimated accuracy of +/- 6 seconds.
 EF0191
 EF0191.The orthometric height was determined by differential leveling
 EF0191.and adjusted by the National Geodetic Survey in June 1991..
 EF0191
 EF0191.The geoid height was determined by GEOID03.
 EF0191
 EF0191.The dynamic height is computed by dividing the NAVD 88
 EF0191.geopotential number by the normal gravity value computed on the
 EF0191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0191.degrees latitude (g = 980.6199 gals.).
 EF0191
 EF0191.The modeled gravity was interpolated from observed gravity values.
 EF0191
 EF0191;                    North         East    Units  Estimated Accuracy
 EF0191;SPC AL E     -   398,650.      173,290.      MT  (+/- 180 meters Scaled)
 EF0191
 EF0191                          SUPERSEDED SURVEY CONTROL
 EF0191
 EF0191  NGVD 29 (??/??/92)  264.725  (m)          868.52   (f) ADJ UNCH    2 0
 EF0191
 EF0191.Superseded values are not recommended for survey control.
 EF0191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0191.See file dsdata.txt to determine how the superseded data were derived.
 EF0191
 EF0191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC809730(NAD 83)
 EF0191_MARKER: B = BOLT
 EF0191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0191_SP_SET: BRIDGE
 EF0191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0191
 EF0191  HISTORY     - Date     Condition        Report By
 EF0191  HISTORY     - UNK      MONUMENTED       LNRR
 EF0191  HISTORY     - 1935     GOOD             LNRR
 EF0191
 EF0191                          STATION DESCRIPTION
 EF0191
 EF0191'DESCRIBED BY LOUISVILLE AND NASHVILLE RAILROAD 1935
 EF0191'1.0 MI N FROM SLIGO.
 EF0191'1.0 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM SLIGO,
 EF0191'ETOWAH COUNTY, AT POLE 109/12, AT BRIDGE NO. 109.3, IN THE CENTER OF
 EF0191'THE TOP STONE BLOCK OF THE NORTH WALL OF THE NORTH ABUTMENT, 1 FOOT
 EF0191'EAST OF THE WEST EDGE OF THE BLOCK, AND 7 FEET WEST OF THE CENTERLINE
 EF0191'OF THE TRACK.  AN IRON BOLT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1076 ***********************************************************************
 DH1076  DESIGNATION -  BM
 DH1076  PID         -  DH1076
 DH1076  STATE/COUNTY-  AL/JEFFERSON
 DH1076  USGS QUAD   -  WARRIOR (1986)
 DH1076
 DH1076                         *CURRENT SURVEY CONTROL
 DH1076  ___________________________________________________________________
 DH1076* NAD 83(1986)-  33 47 06.     (N)    086 49 10.     (W)     SCALED    
 DH1076* NAVD 88     -       127.293  (meters)     417.63   (feet)  POSTED    
 DH1076  ___________________________________________________________________
 DH1076  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DH1076  DYNAMIC HT  -         127.160 (meters)     417.19  (feet)  COMP
 DH1076  MODELED GRAV-     979,571.1   (mgal)                       NAVD 88
 DH1076
 DH1076  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 DH1076
 DH1076.The horizontal coordinates were scaled from a topographic map and have
 DH1076.an estimated accuracy of +/- 6 seconds.
 DH1076
 DH1076.The orthometric height was determined by differential leveling
 DH1076.and adjusted by the National Geodetic Survey in 1992..
 DH1076.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 DH1076.rate of 1.1 thru 2.0 mm/km.
 DH1076
 DH1076.The geoid height was determined by GEOID03.
 DH1076
 DH1076.The dynamic height is computed by dividing the NAVD 88
 DH1076.geopotential number by the normal gravity value computed on the
 DH1076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1076.degrees latitude (g = 980.6199 gals.).
 DH1076
 DH1076.The modeled gravity was interpolated from observed gravity values.
 DH1076
 DH1076;                    North         East    Units  Estimated Accuracy
 DH1076;SPC AL W     -   419,880.      663,030.      MT  (+/- 180 meters Scaled)
 DH1076
 DH1076                          SUPERSEDED SURVEY CONTROL
 DH1076
 DH1076  NGVD 29 (??/??/92)  127.220  (m)          417.39   (f) ADJ UNCH    1 2
 DH1076
 DH1076.Superseded values are not recommended for survey control.
 DH1076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1076.See file dsdata.txt to determine how the superseded data were derived.
 DH1076
 DH1076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC167383(NAD 83)
 DH1076_MARKER: DD = SURVEY DISK
 DH1076_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1076_SP_SET: BRIDGE
 DH1076_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1076
 DH1076  HISTORY     - Date     Condition        Report By
 DH1076  HISTORY     - UNK      MONUMENTED       USGS
 DH1076  HISTORY     - 1944     GOOD             NGS
 DH1076  HISTORY     - 1947     GOOD             NGS
 DH1076  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1076
 DH1076                          STATION DESCRIPTION
 DH1076
 DH1076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1076'2.2 MI S FROM WARRIOR.
 DH1076'ABOUT 2.2 MILES SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1076'FROM THE POST-OFFICE AT WARRIOR, AT THE NORTH END OF THE RAILROAD
 DH1076'BRIDGE OVER THE WARRIOR RIVER, 6.5 FEET EAST OF AND ABOUT THE SAME
 DH1076'ELEVATION AS THE CENTER LINE OF THE TRACK, AND 5.0 FEET NORTH OF THE
 DH1076'NORTH END OF THE BRIDGE, AND SET HORIZONTALLY IN THE TOP OF THE SECOND
 DH1076'STONE NORTH OF THE BRIDGE IN THE RETAINING WALL.
 DH1076
 DH1076                          STATION RECOVERY (1947)
 DH1076
 DH1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DH1076'RECOVERED IN GOOD CONDITION.
 DH1076
 DH1076                          STATION RECOVERY (1982)
 DH1076
 DH1076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1076'NOT RECOVERED.  NOTE, THE RAILROAD BRIDGE IS GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0846 ***********************************************************************
 EF0846  DESIGNATION -  BM
 EF0846  PID         -  EF0846
 EF0846  STATE/COUNTY-  AL/LAWRENCE
 EF0846  USGS QUAD   -  MOULTON (1988)
 EF0846
 EF0846                         *CURRENT SURVEY CONTROL
 EF0846  ___________________________________________________________________
 EF0846* NAD 83(1986)-  34 27 48.     (N)    087 17 33.     (W)     SCALED    
 EF0846* NAVD 88     -       194.289  (meters)     637.43   (feet)  ADJUSTED  
 EF0846  ___________________________________________________________________
 EF0846  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 EF0846  DYNAMIC HT  -         194.104 (meters)     636.82  (feet)  COMP
 EF0846  MODELED GRAV-     979,674.2   (mgal)                       NAVD 88
 EF0846
 EF0846  VERT ORDER  -  SECOND    CLASS 0
 EF0846
 EF0846.The horizontal coordinates were scaled from a topographic map and have
 EF0846.an estimated accuracy of +/- 6 seconds.
 EF0846
 EF0846.The orthometric height was determined by differential leveling
 EF0846.and adjusted by the National Geodetic Survey in June 1991..
 EF0846
 EF0846.The geoid height was determined by GEOID03.
 EF0846
 EF0846.The dynamic height is computed by dividing the NAVD 88
 EF0846.geopotential number by the normal gravity value computed on the
 EF0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0846.degrees latitude (g = 980.6199 gals.).
 EF0846
 EF0846.The modeled gravity was interpolated from observed gravity values.
 EF0846
 EF0846;                    North         East    Units  Estimated Accuracy
 EF0846;SPC AL W     -   494,930.      619,060.      MT  (+/- 180 meters Scaled)
 EF0846
 EF0846                          SUPERSEDED SURVEY CONTROL
 EF0846
 EF0846  NGVD 29 (??/??/92)  194.262  (m)          637.34   (f) ADJ UNCH    2 0
 EF0846
 EF0846.Superseded values are not recommended for survey control.
 EF0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0846.See file dsdata.txt to determine how the superseded data were derived.
 EF0846
 EF0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD731135(NAD 83)
 EF0846_MARKER: DD = SURVEY DISK
 EF0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0846+STABILITY: SURFACE MOTION
 EF0846
 EF0846  HISTORY     - Date     Condition        Report By
 EF0846  HISTORY     - UNK      MONUMENTED       ALGS
 EF0846  HISTORY     - 1960     MARK NOT FOUND   TVA
 EF0846
 EF0846                          STATION DESCRIPTION
 EF0846
 EF0846'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1960
 EF0846'1.2 MI S FROM MOULTON.
 EF0846'1.2 MILES SOUTH ALONG STATE HIGHWAY 36 FROM THE TOWN SQUARE AT
 EF0846'MOULTON, LAWRENCE COUNTY, 160 FEET SOUTH OF THE HOUSE OWNED BY W. F.
 EF0846'MCKIVERY, 16 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 3 FEET SOUTH
 EF0846'OF A FENCE CORNER, AND 1 FOOT WEST OF THE FENCE.  A STATE SURVEY
 EF0846'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2542 ***********************************************************************
 CN2542  DESIGNATION -  BM 624+13
 CN2542  PID         -  CN2542
 CN2542  STATE/COUNTY-  AL/MARENGO
 CN2542  USGS QUAD   -  SWEET WATER (1986)
 CN2542
 CN2542                         *CURRENT SURVEY CONTROL
 CN2542  ___________________________________________________________________
 CN2542* NAD 83(1986)-  32 01 37.     (N)    087 45 45.     (W)     SCALED    
 CN2542* NAVD 88     -        60.311  (meters)     197.87   (feet)  ADJUSTED  
 CN2542  ___________________________________________________________________
 CN2542  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CN2542  DYNAMIC HT  -          60.240 (meters)     197.64  (feet)  COMP
 CN2542  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 CN2542
 CN2542  VERT ORDER  -  SECOND    CLASS 0
 CN2542
 CN2542.The horizontal coordinates were scaled from a topographic map and have
 CN2542.an estimated accuracy of +/- 6 seconds.
 CN2542
 CN2542.The orthometric height was determined by differential leveling
 CN2542.and adjusted by the National Geodetic Survey in June 1991..
 CN2542
 CN2542.The geoid height was determined by GEOID03.
 CN2542
 CN2542.The dynamic height is computed by dividing the NAVD 88
 CN2542.geopotential number by the normal gravity value computed on the
 CN2542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2542.degrees latitude (g = 980.6199 gals.).
 CN2542
 CN2542.The modeled gravity was interpolated from observed gravity values.
 CN2542
 CN2542;                    North         East    Units  Estimated Accuracy
 CN2542;SPC AL W     -   224,740.      575,200.      MT  (+/- 180 meters Scaled)
 CN2542
 CN2542                          SUPERSEDED SURVEY CONTROL
 CN2542
 CN2542  NGVD 29 (??/??/92)   60.276  (m)          197.76   (f) ADJ UNCH    2 0
 CN2542
 CN2542.Superseded values are not recommended for survey control.
 CN2542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2542.See file dsdata.txt to determine how the superseded data were derived.
 CN2542
 CN2542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA279436(NAD 83)
 CN2542_MARKER: B = BOLT
 CN2542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2542_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2542_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2542+STABILITY: SURFACE MOTION
 CN2542
 CN2542  HISTORY     - Date     Condition        Report By
 CN2542  HISTORY     - UNK      MONUMENTED       ALHD
 CN2542  HISTORY     - 1935     GOOD             NGS
 CN2542  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2542
 CN2542                          STATION DESCRIPTION
 CN2542
 CN2542'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CN2542'2.7 MI S FROM DIXONS MILLS.
 CN2542'100 FEET NORTH OF A HILL, 40 FEET WEST OF STATE HIGHWAY 10 AND IN A
 CN2542'FLAT.  TOP OF BOLT IN CONCRETE POST.
 CN2542
 CN2542                          STATION RECOVERY (1974)
 CN2542
 CN2542'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2542'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2544 ***********************************************************************
 CN2544  DESIGNATION -  BM 687+62.1
 CN2544  PID         -  CN2544
 CN2544  STATE/COUNTY-  AL/MARENGO
 CN2544  USGS QUAD   -  SWEET WATER (1986)
 CN2544
 CN2544                         *CURRENT SURVEY CONTROL
 CN2544  ___________________________________________________________________
 CN2544* NAD 83(1986)-  32 00 52.     (N)    087 45 02.     (W)     SCALED    
 CN2544* NAVD 88     -        89.991  (meters)     295.25   (feet)  ADJUSTED  
 CN2544  ___________________________________________________________________
 CN2544  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CN2544  DYNAMIC HT  -          89.885 (meters)     294.90  (feet)  COMP
 CN2544  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 CN2544
 CN2544  VERT ORDER  -  SECOND    CLASS 0
 CN2544
 CN2544.The horizontal coordinates were scaled from a topographic map and have
 CN2544.an estimated accuracy of +/- 6 seconds.
 CN2544
 CN2544.The orthometric height was determined by differential leveling
 CN2544.and adjusted by the National Geodetic Survey in June 1991..
 CN2544
 CN2544.The geoid height was determined by GEOID03.
 CN2544
 CN2544.The dynamic height is computed by dividing the NAVD 88
 CN2544.geopotential number by the normal gravity value computed on the
 CN2544.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2544.degrees latitude (g = 980.6199 gals.).
 CN2544
 CN2544.The modeled gravity was interpolated from observed gravity values.
 CN2544
 CN2544;                    North         East    Units  Estimated Accuracy
 CN2544;SPC AL W     -   223,350.      576,330.      MT  (+/- 180 meters Scaled)
 CN2544
 CN2544                          SUPERSEDED SURVEY CONTROL
 CN2544
 CN2544  NGVD 29 (??/??/92)   89.954  (m)          295.12   (f) ADJ UNCH    2 0
 CN2544
 CN2544.Superseded values are not recommended for survey control.
 CN2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2544.See file dsdata.txt to determine how the superseded data were derived.
 CN2544
 CN2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA291422(NAD 83)
 CN2544_MARKER: B = BOLT
 CN2544_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2544_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2544_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2544+STABILITY: SURFACE MOTION
 CN2544
 CN2544  HISTORY     - Date     Condition        Report By
 CN2544  HISTORY     - UNK      MONUMENTED       ALHD
 CN2544  HISTORY     - 1935     GOOD             NGS
 CN2544  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2544
 CN2544                          STATION DESCRIPTION
 CN2544
 CN2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CN2544'3.9 MI S FROM DIXONS MILLS.
 CN2544'40 FEET WEST OF STATE HIGHWAY 13, AT THE NORTH END OF A CUT AND A
 CN2544'CURVE GOING SOUTH.  TOP OF BOLT IN CONCRETE POST.
 CN2544
 CN2544                          STATION RECOVERY (1974)
 CN2544
 CN2544'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2544'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0628 ***********************************************************************
 EF0628  DESIGNATION -  BM 835
 EF0628  PID         -  EF0628
 EF0628  STATE/COUNTY-  AL/MADISON
 EF0628  USGS QUAD   -  HUNTSVILLE (1991)
 EF0628
 EF0628                         *CURRENT SURVEY CONTROL
 EF0628  ___________________________________________________________________
 EF0628* NAD 83(1986)-  34 41 01.     (N)    086 35 38.     (W)     SCALED    
 EF0628* NAVD 88     -       187.158  (meters)     614.03   (feet)  ADJUSTED  
 EF0628  ___________________________________________________________________
 EF0628  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 EF0628  DYNAMIC HT  -         186.968 (meters)     613.41  (feet)  COMP
 EF0628  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 EF0628
 EF0628  VERT ORDER  -  FIRST     CLASS II
 EF0628
 EF0628.The horizontal coordinates were scaled from a topographic map and have
 EF0628.an estimated accuracy of +/- 6 seconds.
 EF0628
 EF0628.The orthometric height was determined by differential leveling
 EF0628.and adjusted by the National Geodetic Survey in June 1991..
 EF0628
 EF0628.The geoid height was determined by GEOID03.
 EF0628
 EF0628.The dynamic height is computed by dividing the NAVD 88
 EF0628.geopotential number by the normal gravity value computed on the
 EF0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0628.degrees latitude (g = 980.6199 gals.).
 EF0628
 EF0628.The modeled gravity was interpolated from observed gravity values.
 EF0628
 EF0628;                    North         East    Units  Estimated Accuracy
 EF0628;SPC AL E     -   464,200.      130,310.      MT  (+/- 180 meters Scaled)
 EF0628
 EF0628                          SUPERSEDED SURVEY CONTROL
 EF0628
 EF0628  NGVD 29 (??/??/92)  187.105  (m)          613.86   (f) ADJ UNCH    1 2
 EF0628
 EF0628.Superseded values are not recommended for survey control.
 EF0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0628.See file dsdata.txt to determine how the superseded data were derived.
 EF0628
 EF0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED372380(NAD 83)
 EF0628_MARKER: S = SPIKE
 EF0628_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0628_SP_SET: CEDAR TREE
 EF0628_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0628
 EF0628  HISTORY     - Date     Condition        Report By
 EF0628  HISTORY     - UNK      MONUMENTED       TVA
 EF0628  HISTORY     - 1949     GOOD             NGS
 EF0628  HISTORY     - 1960     GOOD             NGS
 EF0628  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 EF0628
 EF0628                          STATION DESCRIPTION
 EF0628
 EF0628'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EF0628'3.75 MI S FROM HUNTSVILLE.
 EF0628'ABOUT 2.8 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 EF0628'LOUIS RAILWAY FROM THE STATION AT HUNTSVILLE, THENCE ABOUT 0.2 MILE
 EF0628'WEST ALONG A GRAVEL ROAD TO THE HUNTSVILLE MUNICIPAL AIRPORT, THENCE
 EF0628'ABOUT 0.75 MILE SOUTHWEST ALONG THE NORTHEAST-SOUTHWEST RUNWAY, 194.5
 EF0628'FEET SOUTHEAST OF THE SOUTHEAST EDGE OF THE NORTHEAST-SOUTHWEST
 EF0628'RUNWAY, 123 YARDS EAST-NORTHEAST OF THE SOUTH CORNER OF THE RUNWAY,
 EF0628'31.5 FEET SOUTH OF SIVLEY TOMBSTONE IN A SMALL CEMETERY, A RAILROAD
 EF0628'SPIKE IN THE SOUTHWEST ROOT OF THE STUMP OF A 30-INCH CEDAR TREE.
 EF0628
 EF0628                          STATION RECOVERY (1960)
 EF0628
 EF0628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EF0628'RECOVERED IN GOOD CONDITION.
 EF0628
 EF0628                          STATION RECOVERY (1998)
 EF0628
 EF0628'RECOVERY NOTE BY US POWER SQUADRON 1998
 EF0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0358 ***********************************************************************
 CO0358  DESIGNATION -  BM ALHD
 CO0358  PID         -  CO0358
 CO0358  STATE/COUNTY-  AL/CHOCTAW
 CO0358  USGS QUAD   -  LISMAN (1974)
 CO0358
 CO0358                         *CURRENT SURVEY CONTROL
 CO0358  ___________________________________________________________________
 CO0358* NAD 83(1986)-  32 07 49.     (N)    088 19 02.     (W)     SCALED    
 CO0358* NAVD 88     -        55.424  (meters)     181.84   (feet)  ADJUSTED  
 CO0358  ___________________________________________________________________
 CO0358  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CO0358  DYNAMIC HT  -          55.359 (meters)     181.62  (feet)  COMP
 CO0358  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 CO0358
 CO0358  VERT ORDER  -  SECOND    CLASS 0
 CO0358
 CO0358.The horizontal coordinates were scaled from a topographic map and have
 CO0358.an estimated accuracy of +/- 6 seconds.
 CO0358
 CO0358.The orthometric height was determined by differential leveling
 CO0358.and adjusted by the National Geodetic Survey in June 1991..
 CO0358.WARNING-Repeat measurements at this control monument indicate possible
 CO0358.vertical movement.
 CO0358
 CO0358.The geoid height was determined by GEOID03.
 CO0358
 CO0358.The dynamic height is computed by dividing the NAVD 88
 CO0358.geopotential number by the normal gravity value computed on the
 CO0358.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0358.degrees latitude (g = 980.6199 gals.).
 CO0358
 CO0358.The modeled gravity was interpolated from observed gravity values.
 CO0358
 CO0358;                    North         East    Units  Estimated Accuracy
 CO0358;SPC AL W     -   236,460.      522,890.      MT  (+/- 180 meters Scaled)
 CO0358
 CO0358                          SUPERSEDED SURVEY CONTROL
 CO0358
 CO0358  NGVD 29 (??/??/92)   55.43   (m)          181.9    (f) COMPUTED    2 0
 CO0358
 CO0358.Superseded values are not recommended for survey control.
 CO0358.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0358.See file dsdata.txt to determine how the superseded data were derived.
 CO0358
 CO0358_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA757556(NAD 83)
 CO0358_MARKER: B = BOLT
 CO0358_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0358_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0358_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0358+STABILITY: SURFACE MOTION
 CO0358
 CO0358  HISTORY     - Date     Condition        Report By
 CO0358  HISTORY     - UNK      MONUMENTED       CGS
 CO0358  HISTORY     - 1935     GOOD             NGS
 CO0358  HISTORY     - 1944     MARK NOT FOUND   NGS
 CO0358
 CO0358                          STATION DESCRIPTION
 CO0358
 CO0358'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0358'IN RIDERWOOD.
 CO0358'AT THE INTERSECTION OF STATE HIGHWAY 10 AND THE ALABAMA, TENNESSEE AND
 CO0358'NORTHERN RAILROAD, 1000 FEET NORTHEAST OF THE STATION AT RIDERWOOD, 10
 CO0358'FEET EAST OF THE CENTERLINE OF THE HIGHWAY, AND AT MILEPOST 120.
 CO0358
 CO0358                          STATION RECOVERY (1944)
 CO0358
 CO0358'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 CO0358'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0057 ***********************************************************************
 BH0057  DESIGNATION -  BM SOURR
 BH0057  PID         -  BH0057
 BH0057  STATE/COUNTY-  AL/MOBILE
 BH0057  USGS QUAD   -  MOBILE (1982)
 BH0057
 BH0057                         *CURRENT SURVEY CONTROL
 BH0057  ___________________________________________________________________
 BH0057* NAD 83(1986)-  30 42 02.     (N)    088 02 41.     (W)     SCALED    
 BH0057* NAVD 88     -         2.138  (meters)       7.01   (feet)  POSTED    
 BH0057  ___________________________________________________________________
 BH0057  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH0057  DYNAMIC HT  -           2.140 (meters)       7.02  (feet)  COMP
 BH0057  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BH0057
 BH0057  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BH0057
 BH0057.The horizontal coordinates were scaled from a topographic map and have
 BH0057.an estimated accuracy of +/- 6 seconds.
 BH0057
 BH0057.The orthometric height was determined by differential leveling
 BH0057.and adjusted by the National Geodetic Survey in 1992..
 BH0057.No vertical observational check was made to the station.
 BH0057.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BH0057.was located on a no-check spur therefore a value was not computed.
 BH0057
 BH0057.The geoid height was determined by GEOID03.
 BH0057
 BH0057.The dynamic height is computed by dividing the NAVD 88
 BH0057.geopotential number by the normal gravity value computed on the
 BH0057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0057.degrees latitude (g = 980.6199 gals.).
 BH0057
 BH0057.The modeled gravity was interpolated from observed gravity values.
 BH0057
 BH0057;                    North         East    Units  Estimated Accuracy
 BH0057;SPC AL W     -    77,780.      547,820.      MT  (+/- 180 meters Scaled)
 BH0057
 BH0057                          SUPERSEDED SURVEY CONTROL
 BH0057
 BH0057  NGVD 29 (??/??/??)    1.622  (m)            5.32   (f) ADJUSTED    1 2
 BH0057
 BH0057.Superseded values are not recommended for survey control.
 BH0057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0057.See file dsdata.txt to determine how the superseded data were derived.
 BH0057
 BH0057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU999968(NAD 83)
 BH0057_MARKER: Z = SEE DESCRIPTION
 BH0057_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0057_SP_SET: FIRE ALARM POST
 BH0057_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0057
 BH0057  HISTORY     - Date     Condition        Report By
 BH0057  HISTORY     - UNK      MONUMENTED       SOURR
 BH0057  HISTORY     - 1951     MARK NOT FOUND   CGS
 BH0057
 BH0057                          STATION DESCRIPTION
 BH0057
 BH0057'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0057'IN MOBILE.
 BH0057'AT MOBILE, MOBILE COUNTY, NEAR THE UNION STATION, AND AT THE BASE OF A
 BH0057'FIRE ALARM POST.  THE CHARACTER OF THE BENCH MARK IS UNKNOWN. NOTE--
 BH0057'IT WAS REPORTED IN 1934 THAT THERE IS NO DISTINCT MARK ON THIS POST TO
 BH0057'IDENTIFY THE BENCH MARK AS GIVEN IN THIS DESCRIPTION.  NOTE-- MARK
 BH0057'SHOULD BE CONSIDERED LOST AS IT CANNOT BE DETERMINED WHAT THE MARK IS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0054 ***********************************************************************
 BH0054  DESIGNATION -  BM STEP SOURR
 BH0054  PID         -  BH0054
 BH0054  STATE/COUNTY-  AL/MOBILE
 BH0054  USGS QUAD   -  MOBILE (1982)
 BH0054
 BH0054                         *CURRENT SURVEY CONTROL
 BH0054  ___________________________________________________________________
 BH0054* NAD 83(1986)-  30 42 02.     (N)    088 02 40.     (W)     SCALED    
 BH0054* NAVD 88     -         2.18   (+/-2cm)       7.2    (feet)  VERTCON   
 BH0054  ___________________________________________________________________
 BH0054  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH0054
 BH0054  VERT ORDER  -  ? (See Below)
 BH0054
 BH0054.The horizontal coordinates were scaled from a topographic map and have
 BH0054.an estimated accuracy of +/- 6 seconds.
 BH0054
 BH0054.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0054.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0054.The vertical order pertains to the NGVD 29 superseded value.
 BH0054
 BH0054.The geoid height was determined by GEOID03.
 BH0054
 BH0054;                    North         East    Units  Estimated Accuracy
 BH0054;SPC AL W     -    77,780.      547,850.      MT  (+/- 180 meters Scaled)
 BH0054
 BH0054                          SUPERSEDED SURVEY CONTROL
 BH0054
 BH0054  NGVD 29 (??/??/??)    2.156  (m)            7.07   (f) ADJUSTED    ?  
 BH0054
 BH0054.Superseded values are not recommended for survey control.
 BH0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0054.See file dsdata.txt to determine how the superseded data were derived.
 BH0054
 BH0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU999968(NAD 83)
 BH0054_MARKER: Z = SEE DESCRIPTION
 BH0054_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0054_SP_SET: STEP
 BH0054_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0054
 BH0054  HISTORY     - Date     Condition        Report By
 BH0054  HISTORY     - UNK      MONUMENTED       SOURR
 BH0054  HISTORY     - 1951     MARK NOT FOUND   CGS
 BH0054
 BH0054                          STATION DESCRIPTION
 BH0054
 BH0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0054'1.8 MI N FROM MOBILE.
 BH0054'AT MOBILE, MOBILE COUNTY, AT THE UNION STATION, AND AT THE EXTREME
 BH0054'SOUTHEAST CORNER OF A STEP.
 BH0054'NOTE-- MARK SHOULD BE CONSIDERED LOST AS THERE IS NO WAY OF
 BH0054'DETERMINING WHAT THE MARK WOULD BE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1560 ***********************************************************************
 EF1560  DESIGNATION -  BOAR TUSH FT
 EF1560  PID         -  EF1560
 EF1560  STATE/COUNTY-  AL/WINSTON
 EF1560  USGS QUAD   -  HALEYVILLE EAST (1982)
 EF1560
 EF1560                         *CURRENT SURVEY CONTROL
 EF1560  ___________________________________________________________________
 EF1560* NAD 83(1992)-  34 11 31.88795(N)    087 36 59.54930(W)     ADJUSTED  
 EF1560* NAVD 88     -       288.4    (meters)     946.     (feet)  VERTCON   
 EF1560  ___________________________________________________________________
 EF1560  LAPLACE CORR-           2.27  (seconds)                    DEFLEC99
 EF1560  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 EF1560
 EF1560  HORZ ORDER  -  THIRD
 EF1560
 EF1560.The horizontal coordinates were established by classical geodetic methods
 EF1560.and adjusted by the National Geodetic Survey in December 1992..
 EF1560
 EF1560.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1560.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1560
 EF1560.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1560
 EF1560.The geoid height was determined by GEOID03.
 EF1560
 EF1560;                    North         East     Units Scale Factor Converg.
 EF1560;SPC AL W     -   464,841.821   589,258.363   MT  0.99993476   -0 03 55.8
 EF1560;UTM  16      - 3,783,637.848   443,191.872   MT  0.99963978   -0 20 47.4
 EF1560
 EF1560!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1560!SPC AL W     -   0.99995890  x   0.99993476  =   0.99989366
 EF1560!UTM  16      -   0.99995890  x   0.99963978  =   0.99959870
 EF1560
 EF1560:                Primary Azimuth Mark                     Grid Az
 EF1560:SPC AL W     -  WINSTON UNIFORM CORP WT                  103 08 55.8
 EF1560:UTM  16      -  WINSTON UNIFORM CORP WT                  103 25 47.4
 EF1560
 EF1560|---------------------------------------------------------------------|
 EF1560| PID    Reference Object                     Distance      Geod. Az  |
 EF1560|                                                           dddmmss.s |
 EF1560| EF1539 WINSTON UNIFORM CORP WT             APPROX.21.1 KM 1030500.0 |
 EF1560| EF1559 HALEYVILLE MUNICIPAL TANK           APPROX. 4.0 KM 3484626.6 |
 EF1560|---------------------------------------------------------------------|
 EF1560
 EF1560                          SUPERSEDED SURVEY CONTROL
 EF1560
 EF1560  NAD 83(1986)-  34 11 31.89576(N)    087 36 59.54725(W) AD(       ) 3
 EF1560  NAD 27      -  34 11 31.52673(N)    087 36 59.45274(W) AD(       ) 3
 EF1560  NGVD 29 (07/19/86)  288.4    (m)          946.     (f) VERT ANG       
 EF1560
 EF1560.Superseded values are not recommended for survey control.
 EF1560.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1560.See file dsdata.txt to determine how the superseded data were derived.
 EF1560
 EF1560_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4319283638(NAD 83)
 EF1560_MARKER: 55 = TOWER
 EF1560
 EF1560  HISTORY     - Date     Condition        Report By
 EF1560  HISTORY     - 1966     FIRST OBSERVED   USGS
 EF1560
 EF1560                          STATION DESCRIPTION
 EF1560
 EF1560'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1560'DELMAR, 1.8 MI N. FROM POST OFFICE ALONG ROUTE 5 TO CROSSROADS,
 EF1560'TURN RIGHT AND GO 0.3 MI E. TO FOUR-LEGGED 100 FT HIGH STEEL TOWER
 EF1560'WITH GLASS ENCLOSED PLATFORM, DESIGNATED---BOAR TUSH LOT---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0186 ***********************************************************************
 EF0186  DESIGNATION -  BOAZ
 EF0186  PID         -  EF0186
 EF0186  STATE/COUNTY-  AL/MARSHALL
 EF0186  USGS QUAD   -  BOAZ (1983)
 EF0186
 EF0186                         *CURRENT SURVEY CONTROL
 EF0186  ___________________________________________________________________
 EF0186* NAD 83(1986)-  34 11 58.     (N)    086 09 55.     (W)     SCALED    
 EF0186* NAVD 88     -       329.185  (meters)    1080.00   (feet)  ADJUSTED  
 EF0186  ___________________________________________________________________
 EF0186  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 EF0186  DYNAMIC HT  -         328.834 (meters)    1078.85  (feet)  COMP
 EF0186  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 EF0186
 EF0186  VERT ORDER  -  SECOND    CLASS 0
 EF0186
 EF0186.The horizontal coordinates were scaled from a topographic map and have
 EF0186.an estimated accuracy of +/- 6 seconds.
 EF0186
 EF0186.The orthometric height was determined by differential leveling
 EF0186.and adjusted by the National Geodetic Survey in June 1991..
 EF0186
 EF0186.The geoid height was determined by GEOID03.
 EF0186
 EF0186.The dynamic height is computed by dividing the NAVD 88
 EF0186.geopotential number by the normal gravity value computed on the
 EF0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0186.degrees latitude (g = 980.6199 gals.).
 EF0186
 EF0186.The modeled gravity was interpolated from observed gravity values.
 EF0186
 EF0186;                    North         East    Units  Estimated Accuracy
 EF0186;SPC AL E     -   410,280.      169,410.      MT  (+/- 180 meters Scaled)
 EF0186
 EF0186                          SUPERSEDED SURVEY CONTROL
 EF0186
 EF0186  NGVD 29 (??/??/92)  329.138  (m)         1079.85   (f) ADJ UNCH    2 0
 EF0186
 EF0186.Superseded values are not recommended for survey control.
 EF0186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0186.See file dsdata.txt to determine how the superseded data were derived.
 EF0186
 EF0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC769845(NAD 83)
 EF0186_MARKER: DB = BENCH MARK DISK
 EF0186_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0186_SP_SET: WALL
 EF0186_STAMPING: BOAZ 1934
 EF0186_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0186_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0186+SATELLITE: SATELLITE OBSERVATIONS - June 26, 2001
 EF0186
 EF0186  HISTORY     - Date     Condition        Report By
 EF0186  HISTORY     - 1934     MONUMENTED       CGS
 EF0186  HISTORY     - 1947     GOOD             NGS
 EF0186  HISTORY     - 20010626 GOOD             ALHD
 EF0186
 EF0186                          STATION DESCRIPTION
 EF0186
 EF0186'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EF0186'IN BOAZ.
 EF0186'AT BOAZ, MARSHALL COUNTY, ONE BLOCK NORTH OF THE LOUISVILLE AND
 EF0186'NASHVILLE RAILROAD STATION, AT THE SOUTHEAST CORNER OF THE MASONIC
 EF0186'HALL (POST OFFICE ON FIRST FLOOR), IN THE WALL, 1 FOOT NORTH OF THE
 EF0186'SOUTH EDGE OF THE BUILDING, AND 4 FEET ABOVE THE GROUND.  A STANDARD
 EF0186'DISK, STAMPED BOAZ 1934 AND SET VERTICALLY.
 EF0186
 EF0186                          STATION RECOVERY (2001)
 EF0186
 EF0186'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EF0186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2681 ***********************************************************************
 DH2681  DESIGNATION -  BOBO
 DH2681  PID         -  DH2681
 DH2681  STATE/COUNTY-  AL/FAYETTE
 DH2681  USGS QUAD   -  WINFIELD (1983)
 DH2681
 DH2681                         *CURRENT SURVEY CONTROL
 DH2681  ___________________________________________________________________
 DH2681* NAD 83(1992)-  33 52 40.20997(N)    087 49 29.61610(W)     ADJUSTED  
 DH2681* NAVD 88     -       164.     (meters)     538.     (feet)  SCALED    
 DH2681  ___________________________________________________________________
 DH2681  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DH2681  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 DH2681
 DH2681  HORZ ORDER  -  THIRD
 DH2681
 DH2681.The horizontal coordinates were established by classical geodetic methods
 DH2681.and adjusted by the National Geodetic Survey in December 1992..
 DH2681
 DH2681.The orthometric height was scaled from a topographic map.
 DH2681
 DH2681.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2681
 DH2681.The geoid height was determined by GEOID03.
 DH2681
 DH2681;                    North         East     Units Scale Factor Converg.
 DH2681;SPC AL W     -   430,016.303   569,943.839   MT  0.99994447   -0 10 52.0
 DH2681;UTM  16      - 3,748,916.947   423,713.004   MT  0.99967174   -0 27 35.4
 DH2681
 DH2681!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2681!SPC AL W     -   0.99997857  x   0.99994447  =   0.99992304
 DH2681!UTM  16      -   0.99997857  x   0.99967174  =   0.99965031
 DH2681
 DH2681:                Primary Azimuth Mark                     Grid Az
 DH2681:SPC AL W     -  WINFIELD ALABAMA MILLS TANK              006 35 01.5
 DH2681:UTM  16      -  WINFIELD ALABAMA MILLS TANK              006 51 44.9
 DH2681
 DH2681|---------------------------------------------------------------------|
 DH2681| PID    Reference Object                     Distance      Geod. Az  |
 DH2681|                                                           dddmmss.s |
 DH2681| DH2679 WINFIELD ALABAMA MILLS TANK         APPROX. 5.2 KM 0062409.5 |
 DH2681| DH2685 WINFIELD MUNICIPAL TANK             APPROX. 6.0 KM 0072512.8 |
 DH2681| CF9875 BOBO AZ MK                                         0463050.0 |
 DH2681| CF9876 BOBO RM 1                            30.837 METERS 16813     |
 DH2681| CF9877 BOBO RM 2                            28.052 METERS 25935     |
 DH2681|---------------------------------------------------------------------|
 DH2681
 DH2681                          SUPERSEDED SURVEY CONTROL
 DH2681
 DH2681  NAD 83(1986)-  33 52 40.21725(N)    087 49 29.61435(W) AD(       ) 3
 DH2681  NAD 27      -  33 52 39.83900(N)    087 49 29.53400(W) AD(       ) 3
 DH2681
 DH2681.Superseded values are not recommended for survey control.
 DH2681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2681.See file dsdata.txt to determine how the superseded data were derived.
 DH2681
 DH2681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2371348917(NAD 83)
 DH2681_MARKER: DS = TRIANGULATION STATION DISK
 DH2681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2681_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2681
 DH2681  HISTORY     - Date     Condition        Report By
 DH2681  HISTORY     - 1950     MONUMENTED       CGS
 DH2681
 DH2681                          STATION DESCRIPTION
 DH2681
 DH2681'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2681'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF WINFIELD, 0.05 MILE
 DH2681'SOUTH OF A SCHOOL HOUSE, AT THE EAST EDGE OF A CLEARING, 83 FEET
 DH2681'NORTHEAST OF A POWER LINE POLE, 61 FEET NORTH OF A 36-INCH OAK
 DH2681'TREE, AND 37 FEET WEST OF THE CENTER OF A GRAVELED ROAD.
 DH2681'
 DH2681'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS NO. 78 AND
 DH2681'43 IN WINFIELD, GO SOUTH ON NO. 43 FOR 3.9 MILES TO THE AZIMUTH
 DH2681'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH FOR 0.05 MILE,
 DH2681'THEN RIGHT ON A GRAVELED ROAD FOR 0.1 MILE TO A SCHOOL HOUSE, THEN
 DH2681'LEFT FOR 0.05 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DH2681'
 DH2681'THE STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED BOBO
 DH2681'1950.
 DH2681'
 DH2681'REFERENCE MARK NO. 1 IS 20 FEET EAST OF THE CENTER OF A GRAVELED
 DH2681'ROAD.  IT PROJECTS 3 INCHES, AND THE DISK IS STAMPED BOBO NO 1
 DH2681'1950.
 DH2681'
 DH2681'REFERENCE MARK NO. 2 IS AT THE SOUTH EDGE OF THE CLEARING, AND 33
 DH2681'FEET SOUTHWEST OF A POWER LINE POLE.  IT IS FLUSH WITH THE
 DH2681'GROUND, AND THE DISK IS STAMPED BOBO NO 2 1950.
 DH2681'
 DH2681'THE AZIMUTH MARK IS 26 PACES SOUTH OF A GRAVELED DRIVEWAY TO A
 DH2681'FARM HOUSE, 35 FEET WEST OF THE CENTER OF U.S. HIGHWAY NO. 43, AND
 DH2681'27 FEET NORTH OF A POWER LINE POLE.  IT PROJECTS 2 INCHES, AND THE
 DH2681'DISK IS STAMPED BOBO 1950.
 DH2681'
 DH2681'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DH2681'CYLINDERS.
 DH2681'
 DH2681'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1469 ***********************************************************************
 EF1469  DESIGNATION -  BOBO
 EF1469  PID         -  EF1469
 EF1469  STATE/COUNTY-  AL/MADISON
 EF1469  USGS QUAD   -  TONEY (1975)
 EF1469
 EF1469                         *CURRENT SURVEY CONTROL
 EF1469  ___________________________________________________________________
 EF1469* NAD 83(1992)-  34 57 11.60130(N)    086 42 40.41162(W)     ADJUSTED  
 EF1469* NAVD 88     -       272.9    (meters)     895.     (feet)  VERTCON   
 EF1469  ___________________________________________________________________
 EF1469  X           -     300,243.559 (meters)                     COMP
 EF1469  Y           -  -5,224,983.183 (meters)                     COMP
 EF1469  Z           -   3,633,755.107 (meters)                     COMP
 EF1469  LAPLACE CORR-          -2.55  (seconds)                    DEFLEC99
 EF1469  ELLIP HEIGHT-         245.06  (meters)          (07/29/02) GPS OBS
 EF1469  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 EF1469
 EF1469  HORZ ORDER  -  SECOND
 EF1469  ELLP ORDER  -  FOURTH    CLASS I
 EF1469
 EF1469.The horizontal coordinates were established by classical geodetic methods
 EF1469.and adjusted by the National Geodetic Survey in December 1992..
 EF1469
 EF1469.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1469.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1469
 EF1469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1469
 EF1469.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1469
 EF1469.The ellipsoidal height was determined by GPS observations
 EF1469.and is referenced to NAD 83.
 EF1469
 EF1469.The geoid height was determined by GEOID03.
 EF1469
 EF1469;                    North         East     Units Scale Factor Converg.
 EF1469;SPC AL E     -   494,193.873   119,815.375   MT  1.00003921   -0 30 10.7
 EF1469;SPC AL W     -   549,537.504   672,042.724   MT  0.99999728   +0 27 06.9
 EF1469;SPC TN       -    69,014.392   535,032.912   MT  1.00006562   -0 24 59.0
 EF1469;SPC TN       -   226,424.72  1,755,353.81   sFT  1.00006562   -0 24 59.0
 EF1469;UTM  16      - 3,867,893.713   526,366.181   MT  0.99960857   +0 09 55.6
 EF1469
 EF1469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1469!SPC AL E     -   0.99996153  x   1.00003921  =   1.00000074
 EF1469!SPC AL W     -   0.99996153  x   0.99999728  =   0.99995882
 EF1469!SPC TN       -   0.99996153  x   1.00006562  =   1.00002715
 EF1469!UTM  16      -   0.99996153  x   0.99960857  =   0.99957012
 EF1469
 EF1469|---------------------------------------------------------------------|
 EF1469| PID    Reference Object                     Distance      Geod. Az  |
 EF1469|                                                           dddmmss.s |
 EF1469| CG5638 BOBO RM 1                            24.386 METERS 06208     |
 EF1469| CG5639 BOBO RM 2                            35.476 METERS 24018     |
 EF1469| EF1490 ARDMORE MUNICIPAL TANK              APPROX.12.8 KM 2901651.4 |
 EF1469| CG5637 BOBO AZ MK                                         3443425.7 |
 EF1469|---------------------------------------------------------------------|
 EF1469
 EF1469                          SUPERSEDED SURVEY CONTROL
 EF1469
 EF1469  NAD 83(1986)-  34 57 11.60814(N)    086 42 40.41174(W) AD(       ) 2
 EF1469  NAD 27      -  34 57 11.29650(N)    086 42 40.41640(W) AD(       ) 2
 EF1469  NGVD 29 (07/19/86)  272.9    (m)          895.     (f) VERT ANG       
 EF1469
 EF1469.Superseded values are not recommended for survey control.
 EF1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1469.See file dsdata.txt to determine how the superseded data were derived.
 EF1469
 EF1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2636667894(NAD 83)
 EF1469_MARKER: DS = TRIANGULATION STATION DISK
 EF1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1469_SP_SET: CONCRETE POST
 EF1469_STAMPING: BOBO 1960
 EF1469_MARK LOGO: CGS   
 EF1469_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1469+STABILITY: SURFACE MOTION
 EF1469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1469+SATELLITE: SATELLITE OBSERVATIONS - October 14, 1991
 EF1469
 EF1469  HISTORY     - Date     Condition        Report By
 EF1469  HISTORY     - 1960     MONUMENTED       CGS
 EF1469  HISTORY     - 1960     GOOD             CGS
 EF1469  HISTORY     - 19911014 GOOD
 EF1469
 EF1469                          STATION DESCRIPTION
 EF1469
 EF1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (SLH)
 EF1469'THE STATION IS LOCATED ON THE PROPERTY OF MR. ALFRED BRADLEY, ABOUT 8
 EF1469'MILES SOUTHEAST OF ARDMORE, AND ABOUT 1 MILE SOUTHEAST OF THE BOBO
 EF1469'STORE.
 EF1469'
 EF1469'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE, TENNESSEE, GO
 EF1469'SOUTHEAST ON STATE HIGHWAY 53 FOR 0.25 MILE TO THE JUNCTION OF STATE
 EF1469'HIGHWAYS 110 AND 53.  KEEP RIGHT, SOUTHEAST, ON STATE HIGHWAY 53
 EF1469'FOR 3.6 MILES TO FARM ROAD 92 ON THE LEFT.  TURN LEFT, EAST, ON
 EF1469'FARM ROAD 92 AND GO 4.6 MILES TO A FORK, JUST AFTER CROSSING A
 EF1469'CONCRETE BRIDGE.  KEEP RIGHT, SOUTH, AND GO 0.3 MILE TO THE AZIMUTH
 EF1469'MARK ON THE RIGHT.  PROCEED SOUTH, FOR 0.35 MILE TO A TRACK ROAD
 EF1469'LEFT.  TURN LEFT, EAST, AND GO 0.1 MILE TO THE STATION ON THE LEFT.
 EF1469'
 EF1469'THE STATION MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 EF1469'STAMPED BOBO 1960, AND SET FLUSH.  IT IS 30 FEET NORTH OF THE CENTER
 EF1469'OF A TRACK ROAD, 23 FEET SOUTH OF THE SOUTHWEST CORNER OF AN
 EF1469'ABANDONED HOUSE, 16 FEET NORTHWEST OF A 24-INCH TREE, AND 3.4 FEET
 EF1469'NORTHWEST OF A WITNESS SIGN.
 EF1469'
 EF1469'REFERENCE MARK NO. 1 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 EF1469'STAMPED BOBO NO 1 1960, AND SET FLUSH.  IT IS 42 FEET EAST OF THE
 EF1469'NORTHEAST CORNER OF AN ABANDONED HOUSE, 34 FEET NORTHEAST OF A WELL
 EF1469'PUMP, 18 FEET WEST OF A 24-INCH TREE, AND ABOUT 3 FEET LOWER THAN
 EF1469'THE STATION MARK.
 EF1469'
 EF1469'REFERENCE MARK NO. 2 IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 EF1469'STAMPED BOBO NO 2 1960, AND SET FLUSH.  IT IS 35 FEET SOUTHWEST OF A
 EF1469'FENCE CORNER POST, 9 FEET NORTHWEST OF THE CENTER OF A TRACK ROAD,
 EF1469'AND SET ON THE EAST SIDE OF A WIRE FENCE.
 EF1469'
 EF1469'THE AZIMUTH MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 EF1469'STAMPED BOBO 1960, AND SET FLUSH.  IT IS 27 FEET WEST OF THE CENTER
 EF1469'OF FARM ROAD 92, 5 FEET NORTH OF A POWER LINE AND TELEPHONE POLE, AND
 EF1469'2.2 FEET SOUTH OF A WITNESS SIGN.
 EF1469'
 EF1469'HEIGHT OF LIGHT ABOVE STATION MARK 30.3 METERS.
 EF1469
 EF1469                          STATION RECOVERY (1960)
 EF1469
 EF1469'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 EF1469'RECOVERED IN GOOD CONDITION.
 EF1469
 EF1469                          STATION RECOVERY (1991)
 EF1469
 EF1469'RECOVERED 1991
 EF1469'THE STATION IS LOCATED ON THE PROPERTY OF MR. ALFRED BRADLEY, ABOUT 8
 EF1469'MILES SOUTHEAST OF ARDMORE, AND ABOUT 1 MILE SOUTHEAST OF THE BOBO
 EF1469'STORE.
 EF1469'TO REACH THE STATION FROM THE POST OFFICE IN ARDMORE, TENNESSEE, GO
 EF1469'SOUTHEAST ON STATE HIGHWAY 53 FOR 0.25 MILE TO THE JUNCTION OF STATE
 EF1469'HIGHWAYS 110 AND 53.  KEEP RIGHT, SOUTHEAST, ON STATE HIGHWAY 53
 EF1469'FOR 3.6 MILES TO FARM ROAD 92 ON THE LEFT.  TURN LEFT, EAST, ON
 EF1469'FARM ROAD 92 AND GO 4.6 MILES TO A FORK, JUST AFTER CROSSING A
 EF1469'CONCRETE BRIDGE.  KEEP RIGHT, SOUTH, AND GO 0.3 MILE TO THE AZIMUTH
 EF1469'MARK ON THE RIGHT.  PROCEED SOUTH, FOR 0.35 MILE TO A TRACK ROAD
 EF1469'LEFT.  TURN LEFT, EAST, AND GO 0.1 MILE TO THE STATION ON THE LEFT.
 EF1469'THE STATION MARK IS A STANDARD DISK, SET IN A CONCRETE MONUMENT,
 EF1469'STAMPED BOBO 1960, AND SET FLUSH.  IT IS 30 FEET NORTH OF THE CENTER
 EF1469'OF A TRACK ROAD, 23 FEET SOUTH OF THE SOUTHWEST CORNER OF AN
 EF1469'ABANDONED HOUSE, 16 FEET NORTHWEST OF A 24-INCH TREE, AND 3.4 FEET
 EF1469'NORTHWEST OF A WITNESS SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1180 ***********************************************************************
 CO1180  DESIGNATION -  BODKA
 CO1180  PID         -  CO1180
 CO1180  STATE/COUNTY-  AL/SUMTER
 CO1180  USGS QUAD   -  GEIGER (1973)
 CO1180
 CO1180                         *CURRENT SURVEY CONTROL
 CO1180  ___________________________________________________________________
 CO1180* NAD 83(1992)-  32 48 40.46509(N)    088 15 13.43791(W)     ADJUSTED  
 CO1180* NAVD 88     -        61.     (meters)     200.     (feet)  SCALED    
 CO1180  ___________________________________________________________________
 CO1180  LAPLACE CORR-          -1.29  (seconds)                    DEFLEC99
 CO1180  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CO1180
 CO1180  HORZ ORDER  -  SECOND
 CO1180
 CO1180.The horizontal coordinates were established by classical geodetic methods
 CO1180.and adjusted by the National Geodetic Survey in May 1994..
 CO1180
 CO1180.The orthometric height was scaled from a topographic map.
 CO1180
 CO1180.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1180
 CO1180.The geoid height was determined by GEOID03.
 CO1180
 CO1180;                    North         East     Units Scale Factor Converg.
 CO1180;SPC AL W     -   311,931.476   529,415.503   MT  0.99999474   -0 24 30.4
 CO1180;SPC MS E     -   367,255.203   354,278.252   MT  0.99998631   +0 18 50.7
 CO1180;SPC MS E     - 1,204,903.11  1,162,327.90   sFT  0.99998631   +0 18 50.7
 CO1180;UTM  16      - 3,631,057.253   382,628.862   MT  0.99976986   -0 40 46.0
 CO1180
 CO1180!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1180!SPC AL W     -   0.99999497  x   0.99999474  =   0.99998971
 CO1180!SPC MS E     -   0.99999497  x   0.99998631  =   0.99998128
 CO1180!UTM  16      -   0.99999497  x   0.99976986  =   0.99976483
 CO1180
 CO1180|---------------------------------------------------------------------|
 CO1180| PID    Reference Object                     Distance      Geod. Az  |
 CO1180|                                                           dddmmss.s |
 CO1180| CF9879 BODKA RM 1                           24.470 METERS 00021     |
 CO1180| CF9878 BODKA AZ MK                                        0831536.3 |
 CO1180| CF9880 BODKA RM 2                           27.195 METERS 26802     |
 CO1180| CO1177 GEIGER SUMTER FARM TANK             APPROX. 8.0 KM 3234846.8 |
 CO1180| CO1176 PANOLA BONDED WHSE TANK             APPROX.15.4 KM 3555112.9 |
 CO1180|---------------------------------------------------------------------|
 CO1180
 CO1180                          SUPERSEDED SURVEY CONTROL
 CO1180
 CO1180  NAD 83(1992)-  32 48 40.46890(N)    088 15 13.43875(W) AD(       ) 2
 CO1180  NAD 83(1986)-  32 48 40.47394(N)    088 15 13.44098(W) AD(       ) 2
 CO1180  NAD 27      -  32 48 40.00200(N)    088 15 13.33600(W) AD(       ) 2
 CO1180
 CO1180.Superseded values are not recommended for survey control.
 CO1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1180.See file dsdata.txt to determine how the superseded data were derived.
 CO1180
 CO1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8262931057(NAD 83)
 CO1180_MARKER: DS = TRIANGULATION STATION DISK
 CO1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1180
 CO1180  HISTORY     - Date     Condition        Report By
 CO1180  HISTORY     - 1955     MONUMENTED       CGS
 CO1180
 CO1180                          STATION DESCRIPTION
 CO1180
 CO1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1180'STATION IS LOCATED ALONG THE SOUTH SIDE OF A NEWLY GRADED
 CO1180'ROAD ABOUT 5 MILES WEST OF GAINESVILLE AND ABOUT 5 MILES
 CO1180'SOUTHEAST OF GEIGER.  IT IS 76 FEET WEST OF A 24 INCH ELM
 CO1180'TREE, 40 FEET SOUTH OF THE CENTER OF THE ROAD, 3 FEET WEST OF A
 CO1180'WHITE WITNESS POST AND 1 FOOT NORTH OF A FENCE.  THE MARK
 CO1180'IS FLUSH AND THE DISK IS STAMPED BODKA 1955.
 CO1180'
 CO1180'REFERENCE MARK NO. 1 IS 40 FEET NORTH OF THE CENTER OF THE
 CO1180'ROAD, 18 FEET EAST OF THE CENTER OF A FARM ROAD AND 1 FOOT
 CO1180'SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 CO1180'IS STAMPED BODKA NO 1 1955.
 CO1180'
 CO1180'REFERENCE MARK NO. 2 IS 40 FEET SOUTH OF THE CENTER OF THE
 CO1180'ROAD AND 1 FOOT NORTH OF THE FENCE.  THE MARK PROJECTS ABOUT 2
 CO1180'INCHES AND THE DISK IS STAMPED BODKA NO 2 1955.
 CO1180'
 CO1180'AZIMUTH MARK IS 39 FEET NORTH OF THE CENTER OF THE ROAD, 32
 CO1180'FEET EAST OF THE CENTER OF A DRIVEWAY INTO A FIELD, 3 FEET
 CO1180'WEST OF A WHITE WITNESS POST AND 1 FOOT SOUTH OF A FENCE.
 CO1180'THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED BODKA
 CO1180'1955.
 CO1180'
 CO1180'TO REACH THE STATION FROM THE TRAFFIC LIGHT AT THE CROSSROAD
 CO1180'INTERSECTION IN GEIGER, GO SOUTH ON STATE HIGHWAY 17 FOR 4.4
 CO1180'MILES TO A GRAVEL ROAD LEFT.  TURN LEFT AND GO EAST AND NORTHEAST
 CO1180'ON THE GRAVEL ROAD FOR 3.45 MILES TO A FARM ROAD LEFT AND
 CO1180'THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE EAST ON THE
 CO1180'ROAD FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.
 CO1180'
 CO1180'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4135 ***********************************************************************
 BG4135  DESIGNATION -  BOESCHEN
 BG4135  PID         -  BG4135
 BG4135  STATE/COUNTY-  AL/BALDWIN
 BG4135  USGS QUAD   -  DOGWOOD CREEK (1994)
 BG4135
 BG4135                         *CURRENT SURVEY CONTROL
 BG4135  ___________________________________________________________________
 BG4135* NAD 83(1992)-  30 51 52.24498(N)    087 44 01.47408(W)     ADJUSTED  
 BG4135* NAVD 88     -        77.4    (meters)     254.     (feet)  VERTCON   
 BG4135  ___________________________________________________________________
 BG4135  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 BG4135  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BG4135
 BG4135  HORZ ORDER  -  FIRST
 BG4135
 BG4135.The horizontal coordinates were established by classical geodetic methods
 BG4135.and adjusted by the National Geodetic Survey in December 1992..
 BG4135
 BG4135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4135
 BG4135.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4135
 BG4135.The geoid height was determined by GEOID03.
 BG4135
 BG4135;                    North         East     Units Scale Factor Converg.
 BG4135;SPC AL W     -    95,856.658   577,646.527   MT  0.99993949   -0 07 11.7
 BG4135;UTM  16      - 3,414,817.105   429,852.709   MT  0.99966070   -0 22 35.2
 BG4135
 BG4135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4135!SPC AL W     -   0.99999228  x   0.99993949  =   0.99993177
 BG4135!UTM  16      -   0.99999228  x   0.99966070  =   0.99965298
 BG4135
 BG4135|---------------------------------------------------------------------|
 BG4135| PID    Reference Object                     Distance      Geod. Az  |
 BG4135|                                                           dddmmss.s |
 BG4135| DD7599 BOESCHEN RM 1                        26.289 METERS 07715     |
 BG4135| DD7598 BOESCHEN AZ MK                                     0985645.5 |
 BG4135| DD7600 BOESCHEN RM 2                        32.129 METERS 23239     |
 BG4135|---------------------------------------------------------------------|
 BG4135
 BG4135                          SUPERSEDED SURVEY CONTROL
 BG4135
 BG4135  NAD 83(1986)-  30 51 52.26556(N)    087 44 01.47901(W) AD(       ) 1
 BG4135  NAD 27      -  30 51 51.59978(N)    087 44 01.51282(W) AD(       ) 1
 BG4135  NGVD 29 (07/19/86)   77.4    (m)          254.     (f) VERT ANG       
 BG4135
 BG4135.Superseded values are not recommended for survey control.
 BG4135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4135.See file dsdata.txt to determine how the superseded data were derived.
 BG4135
 BG4135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2985314817(NAD 83)
 BG4135_MARKER: DS = TRIANGULATION STATION DISK
 BG4135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4135
 BG4135  HISTORY     - Date     Condition        Report By
 BG4135  HISTORY     - 1964     MONUMENTED       CGS
 BG4135
 BG4135                          STATION DESCRIPTION
 BG4135
 BG4135'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BG4135'STATION IS LOCATED ABOUT 2-1/2 MILES SOUTHEAST OF THE CENTRAL
 BG4135'SECTION OF BAY MINETTE, AT THE NORTH SIDE OF A GRASS COVERED
 BG4135'PASTURE WHICH IS ENCLOSED BY A BARBED WIRE FENCE AND ON PROPERTY
 BG4135'WHICH IS OWNED BY A MR. A.R. BOESCHEN.
 BG4135'
 BG4135'STATION IS REACHED FROM THE WEST SIDE OF THE COURTHOUSE SQUARE
 BG4135'IN BAY MINETTE.  GO WEST, ON STATE HIGHWAY 31 FOR ONE BLOCK TO A
 BG4135'TRAFFIC LIGHT.  TURN LEFT AND GO SOUTH, ON A PAVED STREET FOR
 BG4135'0.15 MILE TO A RAILROAD TRACK.  CROSS THE TRACK AND CONTINUE
 BG4135'SOUTH, ON PAVED STREET FOR 0.25 MILE TO A CROSS STREET.  TURN
 BG4135'LEFT AND GO EAST, ON PAVED STREET FOR 0.1 MILE TO A TRAFFIC
 BG4135'LIGHT.  TURN RIGHT, THENCE LEFT FORK AND CONTINUE SOUTHEAST,
 BG4135'ON PAVED STREET FOR 0.25 MILE TO A RAILROAD TRACK.  CROSS
 BG4135'TRACK AND CONTINUE EAST-SOUTHEAST AND SOUTH, ON MAIN ROAD FOR
 BG4135'1.4 MILES TO A SURFACED ROAD LEFT AND HOUSE IN THE NORTHEAST
 BG4135'ANGLE OF INTERSECTION.  TURN LEFT AND GO EAST, ON THE
 BG4135'SURFACED ROAD FOR 1.0 MILE TO A SAND CROSS ROAD AND A RED
 BG4135'BRICK HOUSE IN THE SOUTHEAST ANGLE OF THE INTERSECTION.
 BG4135'TURN RIGHT AND GO SOUTH, ON THE SAND ROAD FOR 0.1 MILE TO A
 BG4135'FENCE CORNER AND STATION ON THE LEFT.
 BG4135'
 BG4135'AZIMUTH MARK IS REACHED FROM THE INTERSECTION OF THE SURFACED
 BG4135'ROAD AND THE SAND CROSS ROAD.  GO EASTERLY, ON THE SURFACED
 BG4135'ROAD FOR 0.3 MILE, MARK ON LEFT, NORTH SIDE OF THE ROAD.
 BG4135'
 BG4135'STATION MARK IS STAMPED BOESCHEN 1964, SET IN THE TOP OF A
 BG4135'SQUARE CONCRETE MONUMENT THAT IS ABOUT 1 FOOT BELOW THE SURFACE
 BG4135'OF THE GROUND.  IT IS 184.6 FEET SOUTH OF THE SOUTHEAST CORNER OF
 BG4135'THE RED BRICK HOUSE, 85.7 FEET EAST-SOUTHEAST OF A FENCE CORNER,
 BG4135'102 FEET EAST OF THE CENTER OF A GRADED SAND ROAD, 84.0 FEET
 BG4135'EAST OF A NORTH-SOUTH BARBED WIRE FENCELINE AND 19.8 FEET
 BG4135'SOUTH OF AN EAST-WEST BARBED WIRE FENCELINE.
 BG4135'
 BG4135'REFERENCE MARK NUMBER 1 IS A STANDARD DISK, STAMPED BOESCHEN
 BG4135'NO 1 1964, SET IN THE TOP OF A SQUARE CONCRETE MONUMENT THAT
 BG4135'PROJECTS ABOUT 2 INCHES.  IT IS 97.8 FEET WEST OF A FENCE
 BG4135'CORNER AND 1 FOOT SOUTH OF THE EAST-WEST FENCELINE.
 BG4135'
 BG4135'REFERENCE MARK NUMBER 2 IS A STANDARD DISK, STAMPED BOESCHEN
 BG4135'NO 2 1964, SET IN THE TOP OF A ROUND CONCRETE MONUMENT THAT
 BG4135'PROJECTS ABOUT 2 INCHES.  IT IS 83.5 FEET SOUTH OF A FENCE
 BG4135'CORNER, 35.8 FEET EAST-NORTHEAST OF A TELEPHONE POLE, 19 FEET
 BG4135'EAST OF THE GRADED SAND ROAD AND 7 INCHES EAST OF THE
 BG4135'NORTH-SOUTH BARBED WIRE FENCELINE.
 BG4135'
 BG4135'AZIMUTH MARK IS A STANDARD DISK, SET IN THE TOP OF A ROUND
 BG4135'CONCRETE MONUMENT THAT PROJECTS ABOUT 2 INCHES.  IT IS 37 FEET
 BG4135'NORTH OF THE CENTER OF THE SURFACED ROAD, 5.4 FEET NORTHWEST OF
 BG4135'THE NORTH END OF A CONCRETE CULVERT, 4.8 FEET SOUTH OF A WOOD
 BG4135'STAKE WITH A METAL WITNESS SIGN ATTACHED.
 BG4135'
 BG4135'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2158 ***********************************************************************
 BH2158  DESIGNATION -  BOIS
 BH2158  PID         -  BH2158
 BH2158  STATE/COUNTY-  AL/MOBILE
 BH2158  USGS QUAD   -  PETIT BOIS PASS (1982)
 BH2158
 BH2158                         *CURRENT SURVEY CONTROL
 BH2158  ___________________________________________________________________
 BH2158* NAD 83(1992)-  30 13 05.51346(N)    088 21 36.43404(W)     ADJUSTED  
 BH2158* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2158  ___________________________________________________________________
 BH2158  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 BH2158  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BH2158
 BH2158  HORZ ORDER  -  SECOND
 BH2158
 BH2158.The horizontal coordinates were established by classical geodetic methods
 BH2158.and adjusted by the National Geodetic Survey in May 1994..
 BH2158
 BH2158.The orthometric height was scaled from a topographic map.
 BH2158
 BH2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2158
 BH2158.The geoid height was determined by GEOID03.
 BH2158
 BH2158;                    North         East     Units Scale Factor Converg.
 BH2158;SPC AL W     -    24,499.414   517,196.295   MT  1.00001789   -0 25 58.5
 BH2158;SPC MS E     -    79,703.029   345,556.303   MT  0.99997559   +0 14 17.4
 BH2158;SPC MS E     -   261,492.35  1,133,712.64   sFT  0.99997559   +0 14 17.4
 BH2158;UTM  16      - 3,343,745.929   369,101.335   MT  0.99981139   -0 41 04.7
 BH2158
 BH2158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2158!SPC AL W     -   1.00000436  x   1.00001789  =   1.00002225
 BH2158!SPC MS E     -   1.00000436  x   0.99997559  =   0.99997995
 BH2158!UTM  16      -   1.00000436  x   0.99981139  =   0.99981575
 BH2158
 BH2158|---------------------------------------------------------------------|
 BH2158| PID    Reference Object                     Distance      Geod. Az  |
 BH2158|                                                           dddmmss.s |
 BH2158| DD7603 BOIS RM 1                            41.776 METERS 07537     |
 BH2158| BH2156 DAUPHIN                             APPROX. 5.6 KM 0753710.8 |
 BH2158| DD7604 BOIS RM 2                            32.108 METERS 16217     |
 BH2158|---------------------------------------------------------------------|
 BH2158
 BH2158                          SUPERSEDED SURVEY CONTROL
 BH2158
 BH2158  NAD 83(1992)-  30 13 05.51682(N)    088 21 36.43569(W) AD(       ) 2
 BH2158  NAD 83(1986)-  30 13 05.53933(N)    088 21 36.42991(W) AD(       ) 2
 BH2158  NAD 27      -  30 13 04.81000(N)    088 21 36.41000(W) AD(       ) 2
 BH2158
 BH2158.Superseded values are not recommended for survey control.
 BH2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2158.See file dsdata.txt to determine how the superseded data were derived.
 BH2158
 BH2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6910143746(NAD 83)
 BH2158_MARKER: DS = TRIANGULATION STATION DISK
 BH2158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2158
 BH2158  HISTORY     - Date     Condition        Report By
 BH2158  HISTORY     - 1935     MONUMENTED       CGS
 BH2158  HISTORY     - 1946     GOOD             CGS
 BH2158  HISTORY     - 1958     MARK NOT FOUND   CGS
 BH2158  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BH2158
 BH2158                          STATION DESCRIPTION
 BH2158
 BH2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2158'THE STATION IS ON PETIT BOIS ISLAND ABOUT 1/4 MILE FROM THE EASTERN
 BH2158'END OF THE ISLAND AND ABOUT 40 METERS FROM THE HIGH-WATER LINE
 BH2158'ON THE N SHORE.  THE STATION MARK PROJECTING ABOUT 8 INCHES, IS ON
 BH2158'ONE OF THE MORE EASTERLY SAND DUNES ON THE ISLAND.
 BH2158'
 BH2158'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2158'CONCRETE.
 BH2158'
 BH2158'REFERENCE MARK NO. 1 IS A STANDARD DISK SET IN CONCRETE IN THE TOP OF
 BH2158'A 3-INCH BOILER TUBE, 7 FEET LONG, SET IN A BLOCK OF CONCRETE
 BH2158'4 FEET IN THE GROUND, ON A SAND DUNE E OF THE STATION.
 BH2158'
 BH2158'REFERENCE MARK NO. 2, THE SAME TYPE OF MARK AS REFERENCE MARK NO. 1
 BH2158'IS S OF THE STATION ON A LOW DUNE.
 BH2158'
 BH2158'HEIGHT OF TELESCOPE ABOVE STATION MARK - 20 FEET.
 BH2158
 BH2158                          STATION RECOVERY (1946)
 BH2158
 BH2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2158'THE STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION.
 BH2158'DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND CORRECT.
 BH2158'THE DESCRIPTION IS ADEQUATE EXCEPT THE SAND DUNE ON WHICH THE STATION
 BH2158'IS LOCATED IS NOW AN ISLAND, HAVING BEEN SEPARATED FROM PETIT
 BH2158'BOIS ISLAND BY WIND AND SEA ACTION.  THE EASTERN END OF PETIT BOIS
 BH2158'ISLAND IS NOW ABOUT TWO (2) MILES TO THE W.
 BH2158
 BH2158                          STATION RECOVERY (1958)
 BH2158
 BH2158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2158'NOT RECOVERED.  THE ISLAND ON WHICH THE STATION WAS LOCATED HAS
 BH2158'WASHED AWAY.  THERE IS NO TRACE OF THE STATION AT THIS DATE.
 BH2158
 BH2158                          STATION RECOVERY (1990)
 BH2158
 BH2158'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAR)
 BH2158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3095 ***********************************************************************
 CN3095  DESIGNATION -  BOLIGEE
 CN3095  PID         -  CN3095
 CN3095  STATE/COUNTY-  AL/GREENE
 CN3095  USGS QUAD   -  EUTAW (1980)
 CN3095
 CN3095                         *CURRENT SURVEY CONTROL
 CN3095  ___________________________________________________________________
 CN3095* NAD 83(1992)-  32 45 36.69225(N)    087 59 19.91673(W)     ADJUSTED  
 CN3095* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 CN3095  ___________________________________________________________________
 CN3095  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 CN3095  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CN3095
 CN3095  HORZ ORDER  -  SECOND
 CN3095
 CN3095.The horizontal coordinates were established by classical geodetic methods
 CN3095.and adjusted by the National Geodetic Survey in May 1994..
 CN3095
 CN3095.The orthometric height was scaled from a topographic map.
 CN3095
 CN3095.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3095
 CN3095.The geoid height was determined by GEOID03.
 CN3095
 CN3095;                    North         East     Units Scale Factor Converg.
 CN3095;SPC AL W     -   306,124.757   554,193.555   MT  0.99995920   -0 15 52.3
 CN3095;UTM  16      - 3,625,134.907   407,373.273   MT  0.99970579   -0 32 06.5
 CN3095
 CN3095!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3095!SPC AL W     -   0.99999216  x   0.99995920  =   0.99995136
 CN3095!UTM  16      -   0.99999216  x   0.99970579  =   0.99969795
 CN3095
 CN3095|---------------------------------------------------------------------|
 CN3095| PID    Reference Object                     Distance      Geod. Az  |
 CN3095|                                                           dddmmss.s |
 CN3095| CF9891 BOLIGEE RM 1                         15.074 METERS 23930     |
 CN3095| CF9889 BOLIGEE AZ MK                                      3183005.5 |
 CN3095| CF9890 BOLIGEE AZ MK RESET                                3183005.5 |
 CN3095| CF9892 BOLIGEE RM 2                         26.194 METERS 32450     |
 CN3095|---------------------------------------------------------------------|
 CN3095
 CN3095                          SUPERSEDED SURVEY CONTROL
 CN3095
 CN3095  NAD 83(1992)-  32 45 36.69342(N)    087 59 19.91758(W) AD(       ) 2
 CN3095  NAD 83(1986)-  32 45 36.69958(N)    087 59 19.92061(W) AD(       ) 2
 CN3095  NAD 27      -  32 45 36.22500(N)    087 59 19.86200(W) AD(       ) 2
 CN3095
 CN3095.Superseded values are not recommended for survey control.
 CN3095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3095.See file dsdata.txt to determine how the superseded data were derived.
 CN3095
 CN3095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0737325135(NAD 83)
 CN3095_MARKER: DS = TRIANGULATION STATION DISK
 CN3095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3095
 CN3095  HISTORY     - Date     Condition        Report By
 CN3095  HISTORY     - 1955     MONUMENTED       CGS
 CN3095  HISTORY     - 1962     GOOD             CGS
 CN3095  HISTORY     - 1974     GOOD             USGS
 CN3095
 CN3095                          STATION DESCRIPTION
 CN3095
 CN3095'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CN3095'STATION IS LOCATED ON A HIGH HILL ON THE PROPERTY OF J.B.
 CN3095'HERNDON ABOUT 9 MILES SOUTHWEST OF EUTAW AND ABOUT 2-1/2 MILES
 CN3095'EAST OF BOLIGEE.  IT IS 89 FEET NORTHWEST OF THE NORTH CORNER OF
 CN3095'A TWO-STORY FRAME HOUSE, 42 FEET NORTHEAST OF THE CENTER OF
 CN3095'DRIVEWAY, 18 FEET WEST OF A FENCE CORNER AND 9 FEET NORTHWEST OF
 CN3095'A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BOLIGEE
 CN3095'1955.
 CN3095'
 CN3095'REFERENCE MARK NO. 1 IS 24 FEET NORTHEAST OF A POWER LINE POLE,
 CN3095'8 FEET NORTHWEST OF A GATE POST AND 6 FEET SOUTHWEST OF THE CENTER
 CN3095'OF THE DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 CN3095'BOLIGEE NO 1 1955.
 CN3095'
 CN3095'REFERENCE MARK NO. 2 IS AT THE BOTTOM OF A GRADED BANK, 25 FEET
 CN3095'SOUTHWEST OF A POWER LINE POLE AND 23 FEET NORTHEAST OF THE CENTER
 CN3095'OF THE DRIVEWAY.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 CN3095'BOLIGEE NO 2 1955.
 CN3095'
 CN3095'AZIMUTH MARK IS 24 FEET SOUTHWEST OF THE CENTER OF A DIRT ROAD,
 CN3095'1 FOOT SOUTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST
 CN3095'OF A FENCE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 CN3095'STAMPED BOLIGEE 1955.
 CN3095'
 CN3095'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 CN3095'A PAVED CROSSROAD IN BOLIGEE, GO NORTHEAST AND EAST ON HIGHWAY
 CN3095'11 FOR 2.0 MILES TO A DIRT ROAD RIGHT.  TURN RIGHT AND GO
 CN3095'SOUTHEAST ON DIRT ROAD FOR 0.1 MILE TO THE AZIMUTH MARK ON THE
 CN3095'RIGHT AS DESCRIBED.  CONTINUE SOUTHEAST ON THE DIRT ROAD FOR
 CN3095'0.5 MILE TO A FARM LANE RIGHT.  TURN RIGHT AND GO SOUTH ON FARM
 CN3095'LANE FOR 0.25 MILE TO A LARGE FRAME HOUSE AND THE STATION AS
 CN3095'DESCRIBED.
 CN3095'
 CN3095'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CN3095
 CN3095                          STATION RECOVERY (1962)
 CN3095
 CN3095'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (AKH)
 CN3095'THE STATION WAS VISITED 2-23-62 AND ALL MARKS WERE FOUND IN GOOD
 CN3095'CONDITION.  THE STATION WAS FOUND 6 INCHES BELOW THE SURFACE OF
 CN3095'THE GROUND.  THE 1955 DESCRIPTION FOR THE STATION IS ADEQUATE.
 CN3095'THE AZIMUTHMARK WAS MOVED AT THIS DATE.  IT WAS MOVED 47.4
 CN3095'FEET TOWARD AND ON LINE WITH THE STATION.  THIS WAS DONE AT THE
 CN3095'REQUEST OF THE GREENE COUNTY ENGINEERS DUE TO ROAD CONSTRUCTION.
 CN3095'
 CN3095'A DESCRIPTION OF THE NEW AZIMUTH MARK FOLLOWS- THE AZIMUTH MARK IS
 CN3095'ABOUT 0.6 MILE NORTHWEST OF THE STATION ON THE RIGHT-OF-WAY
 CN3095'OF PAVED COUNTY ROAD, 40 FEET SOUTHWEST OF THE CENTERLINE OF
 CN3095'THE ROAD, 640 FEET SOUTHEAST OF THE CENTER OF U.S. HIGHWAY 11,
 CN3095'48 FEET SOUTHEAST OF AN UNDERGROUND TELEPHONE CABLE LINE AND 1
 CN3095'FOOT NORTHEAST OF A FENCE LINE.  IT IS A STANDARD DISK STAMPED
 CN3095'BOLIGEE 1955 RESET 1962, PROJECTING 4 INCHES.
 CN3095
 CN3095                          STATION RECOVERY (1974)
 CN3095
 CN3095'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 CN3095'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0480 ***********************************************************************
 BU0480  DESIGNATION -  BOLT
 BU0480  PID         -  BU0480
 BU0480  STATE/COUNTY-  AL/CONECUH
 BU0480  USGS QUAD   -  EVERGREEN (1982)
 BU0480
 BU0480                         *CURRENT SURVEY CONTROL
 BU0480  ___________________________________________________________________
 BU0480* NAD 83(1986)-  31 25 05.     (N)    086 59 11.     (W)     SCALED    
 BU0480* NAVD 88     -        60.974  (meters)     200.05   (feet)  ADJUSTED  
 BU0480  ___________________________________________________________________
 BU0480  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BU0480  DYNAMIC HT  -          60.899 (meters)     199.80  (feet)  COMP
 BU0480  MODELED GRAV-     979,404.6   (mgal)                       NAVD 88
 BU0480
 BU0480  VERT ORDER  -  SECOND    CLASS 0
 BU0480
 BU0480.The horizontal coordinates were scaled from a topographic map and have
 BU0480.an estimated accuracy of +/- 6 seconds.
 BU0480
 BU0480.The orthometric height was determined by differential leveling
 BU0480.and adjusted by the National Geodetic Survey in June 1991..
 BU0480
 BU0480.The geoid height was determined by GEOID03.
 BU0480
 BU0480.The dynamic height is computed by dividing the NAVD 88
 BU0480.geopotential number by the normal gravity value computed on the
 BU0480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0480.degrees latitude (g = 980.6199 gals.).
 BU0480
 BU0480.The modeled gravity was interpolated from observed gravity values.
 BU0480
 BU0480;                    North         East    Units  Estimated Accuracy
 BU0480;SPC AL W     -   157,320.      648,830.      MT  (+/- 180 meters Scaled)
 BU0480
 BU0480                          SUPERSEDED SURVEY CONTROL
 BU0480
 BU0480  NGVD 29 (??/??/92)   60.975  (m)          200.05   (f) ADJ UNCH    2 0
 BU0480
 BU0480.Superseded values are not recommended for survey control.
 BU0480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0480.See file dsdata.txt to determine how the superseded data were derived.
 BU0480
 BU0480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV012759(NAD 83)
 BU0480_MARKER: B = BOLT
 BU0480_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0480_SP_SET: PIER
 BU0480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0480
 BU0480  HISTORY     - Date     Condition        Report By
 BU0480  HISTORY     - UNK      MONUMENTED       RBNF
 BU0480  HISTORY     - 1943     GOOD             NGS
 BU0480
 BU0480                          STATION DESCRIPTION
 BU0480
 BU0480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 BU0480'2.4 MI W FROM EVERGREEN.
 BU0480'2.4 MILES WEST ALONG U.S. HIGHWAY 84 FROM THE COURTHOUSE AT EVERGREEN,
 BU0480'CONECUH COUNTY, AT A HIGHWAY BRIDGE OVER A LARGE CREEK, IN THE TOP OF
 BU0480'THE SOUTH END OF THE EAST CONCRETE PIER, 19.1 FEET WEST OF THE WEST
 BU0480'STEEL BANISTER OF THE WALKWAY LEADING TO THE UNITED STATES GEOLOGICAL
 BU0480'SURVEY GAGING-STATION HOUSE, 11.7 FEET SOUTH OF THE CENTER LINE OF THE
 BU0480'HIGHWAY, 0.7 FOOT NORTH OF THE SOUTH END OF THE PIER, AND ABOUT 1-1/2
 BU0480'FEET LOWER THAN THE HIGHWAY.  THE TOP OF A 1/4-INCH IRON ROD
 BU0480'PROJECTING ABOUT 1/4 INCH ABOVE THE CONCRETE PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1561 ***********************************************************************
 CN1561  DESIGNATION -  BOLT
 CN1561  PID         -  CN1561
 CN1561  STATE/COUNTY-  AL/PERRY
 CN1561  USGS QUAD   -  MARION SOUTH (1979)
 CN1561
 CN1561                         *CURRENT SURVEY CONTROL
 CN1561  ___________________________________________________________________
 CN1561* NAD 83(1986)-  32 36 48.     (N)    087 21 03.     (W)     SCALED    
 CN1561* NAVD 88     -        75.340  (meters)     247.18   (feet)  ADJUSTED  
 CN1561  ___________________________________________________________________
 CN1561  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CN1561  DYNAMIC HT  -          75.253 (meters)     246.89  (feet)  COMP
 CN1561  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 CN1561
 CN1561  VERT ORDER  -  SECOND    CLASS 0
 CN1561
 CN1561.The horizontal coordinates were scaled from a topographic map and have
 CN1561.an estimated accuracy of +/- 6 seconds.
 CN1561
 CN1561.The orthometric height was determined by differential leveling
 CN1561.and adjusted by the National Geodetic Survey in June 1991..
 CN1561
 CN1561.The geoid height was determined by GEOID03.
 CN1561
 CN1561.The dynamic height is computed by dividing the NAVD 88
 CN1561.geopotential number by the normal gravity value computed on the
 CN1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1561.degrees latitude (g = 980.6199 gals.).
 CN1561
 CN1561.The modeled gravity was interpolated from observed gravity values.
 CN1561
 CN1561;                    North         East    Units  Estimated Accuracy
 CN1561;SPC AL W     -   289,740.      614,000.      MT  (+/- 180 meters Scaled)
 CN1561
 CN1561                          SUPERSEDED SURVEY CONTROL
 CN1561
 CN1561  NGVD 29 (??/??/92)   75.30   (m)          247.0    (f) COMPUTED    2 0
 CN1561
 CN1561.Superseded values are not recommended for survey control.
 CN1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1561.See file dsdata.txt to determine how the superseded data were derived.
 CN1561
 CN1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB670084(NAD 83)
 CN1561_MARKER: B = BOLT
 CN1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1561_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1561_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1561+STABILITY: SURFACE MOTION
 CN1561
 CN1561  HISTORY     - Date     Condition        Report By
 CN1561  HISTORY     - UNK      MONUMENTED       SOURR
 CN1561  HISTORY     - 1935     GOOD             NGS
 CN1561  HISTORY     - 1943     MARK NOT FOUND   NGS
 CN1561
 CN1561                          STATION DESCRIPTION
 CN1561
 CN1561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CN1561'2.3 MI W FROM MARION.
 CN1561'TOP OF EAST BOLT IN TOP OF MILE POST SIGN 29.8P.  THE MILEPOST IS RAIL
 CN1561'SET IN CONCRETE.
 CN1561
 CN1561                          STATION RECOVERY (1943)
 CN1561
 CN1561'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CN1561'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2683 ***********************************************************************
 CN2683  DESIGNATION -  BOLT
 CN2683  PID         -  CN2683
 CN2683  STATE/COUNTY-  AL/HALE
 CN2683  USGS QUAD   -  GREENSBORO (1979)
 CN2683
 CN2683                         *CURRENT SURVEY CONTROL
 CN2683  ___________________________________________________________________
 CN2683* NAD 83(1986)-  32 38 54.     (N)    087 34 31.     (W)     SCALED    
 CN2683* NAVD 88     -        64.837  (meters)     212.72   (feet)  ADJUSTED  
 CN2683  ___________________________________________________________________
 CN2683  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CN2683  DYNAMIC HT  -          64.762 (meters)     212.47  (feet)  COMP
 CN2683  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 CN2683
 CN2683  VERT ORDER  -  SECOND    CLASS 0
 CN2683
 CN2683.The horizontal coordinates were scaled from a topographic map and have
 CN2683.an estimated accuracy of +/- 6 seconds.
 CN2683
 CN2683.The orthometric height was determined by differential leveling
 CN2683.and adjusted by the National Geodetic Survey in June 1991..
 CN2683
 CN2683.The geoid height was determined by GEOID03.
 CN2683
 CN2683.The dynamic height is computed by dividing the NAVD 88
 CN2683.geopotential number by the normal gravity value computed on the
 CN2683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2683.degrees latitude (g = 980.6199 gals.).
 CN2683
 CN2683.The modeled gravity was interpolated from observed gravity values.
 CN2683
 CN2683;                    North         East    Units  Estimated Accuracy
 CN2683;SPC AL W     -   293,620.      592,940.      MT  (+/- 180 meters Scaled)
 CN2683
 CN2683                          SUPERSEDED SURVEY CONTROL
 CN2683
 CN2683  NGVD 29 (??/??/92)   64.788  (m)          212.56   (f) ADJ UNCH    2 0
 CN2683
 CN2683.Superseded values are not recommended for survey control.
 CN2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2683.See file dsdata.txt to determine how the superseded data were derived.
 CN2683
 CN2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB460124(NAD 83)
 CN2683_MARKER: B = BOLT
 CN2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2683+STABILITY: SURFACE MOTION
 CN2683
 CN2683  HISTORY     - Date     Condition        Report By
 CN2683  HISTORY     - 1935     MONUMENTED       CGS
 CN2683  HISTORY     - 1973     MARK NOT FOUND   ALHD
 CN2683
 CN2683                          STATION DESCRIPTION
 CN2683
 CN2683'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1973
 CN2683'4.1 MI SE FROM GREENSBORO.
 CN2683'4.1 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN2683'GREENSBORO, HALE CO. AT ROSEMARY, 2 1/2 RAILS NORTH OF A ROAD
 CN2683'CROSSING, 60 FEET NORTH OF A RAILWAY CULVERT 45.3 P, AND 18 FEET EAST
 CN2683'OF THE CENTER LINE OF THE TRACK.  A BOLT SET IN THE TOP OF A CONCRETE
 CN2683'POST.  THE AREA HAS CHANGED AND I WAS NOT ABLE TO TELL WHICH CONCRETE
 CN2683'POST WITH A BOLT IN THE TOP IS THE CORRECT ONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1204 ***********************************************************************
 CM1204  DESIGNATION -  BOLT
 CM1204  PID         -  CM1204
 CM1204  STATE/COUNTY-  AL/MACON
 CM1204  USGS QUAD   -  LA PLACE (1971)
 CM1204
 CM1204                         *CURRENT SURVEY CONTROL
 CM1204  ___________________________________________________________________
 CM1204* NAD 83(1986)-  32 29 48.     (N)    085 46 29.     (W)     SCALED    
 CM1204* NAVD 88     -        82.209  (meters)     269.71   (feet)  ADJUSTED  
 CM1204  ___________________________________________________________________
 CM1204  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CM1204  DYNAMIC HT  -          82.114 (meters)     269.40  (feet)  COMP
 CM1204  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 CM1204
 CM1204  VERT ORDER  -  FIRST     CLASS II
 CM1204
 CM1204.The horizontal coordinates were scaled from a topographic map and have
 CM1204.an estimated accuracy of +/- 6 seconds.
 CM1204
 CM1204.The orthometric height was determined by differential leveling
 CM1204.and adjusted by the National Geodetic Survey in June 1991..
 CM1204
 CM1204.The geoid height was determined by GEOID03.
 CM1204
 CM1204.The dynamic height is computed by dividing the NAVD 88
 CM1204.geopotential number by the normal gravity value computed on the
 CM1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1204.degrees latitude (g = 980.6199 gals.).
 CM1204
 CM1204.The modeled gravity was interpolated from observed gravity values.
 CM1204
 CM1204;                    North         East    Units  Estimated Accuracy
 CM1204;SPC AL E     -   221,380.      205,510.      MT  (+/- 180 meters Scaled)
 CM1204
 CM1204                          SUPERSEDED SURVEY CONTROL
 CM1204
 CM1204  NGVD 29 (??/??/92)   82.19   (m)          269.7    (f) COMPUTED    1 2
 CM1204
 CM1204.Superseded values are not recommended for survey control.
 CM1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1204.See file dsdata.txt to determine how the superseded data were derived.
 CM1204
 CM1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA151961(NAD 83)
 CM1204_MARKER: B = BOLT
 CM1204_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1204_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1204_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1204+STABILITY: SURFACE MOTION
 CM1204
 CM1204  HISTORY     - Date     Condition        Report By
 CM1204  HISTORY     - UNK      MONUMENTED       DOD
 CM1204  HISTORY     - 1945     GOOD             NGS
 CM1204
 CM1204                          STATION DESCRIPTION
 CM1204
 CM1204'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CM1204'AT TUSKEGEE ARMY AIR FIELD.
 CM1204'AT TUSKEGEE ARMY AIR FIELD, MACON COUNTY, AT THE SOUTH END OF
 CM1204'FOURTH STREET, 28 FEET EAST OF THE EAST EDGE OF THE STREET, 26.4
 CM1204'FEET NORTH OF FIRE HYDRANT 330, AND 3.8 FEET WEST OF THE SOUTHWEST
 CM1204'CORNER OF SUPPLY ROOM BUILDING T 330.  A BOLT, SET IN THE TOP OF A
 CM1204'CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2256 ***********************************************************************
 CN2256  DESIGNATION -  BOLT 1
 CN2256  PID         -  CN2256
 CN2256  STATE/COUNTY-  AL/MARENGO
 CN2256  USGS QUAD   -  LINDEN (1986)
 CN2256
 CN2256                         *CURRENT SURVEY CONTROL
 CN2256  ___________________________________________________________________
 CN2256* NAD 83(1986)-  32 18 01.     (N)    087 48 14.     (W)     SCALED    
 CN2256* NAVD 88     -        36.459  (meters)     119.62   (feet)  ADJUSTED  
 CN2256  ___________________________________________________________________
 CN2256  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CN2256  DYNAMIC HT  -          36.417 (meters)     119.48  (feet)  COMP
 CN2256  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 CN2256
 CN2256  VERT ORDER  -  FIRST     CLASS II
 CN2256
 CN2256.The horizontal coordinates were scaled from a topographic map and have
 CN2256.an estimated accuracy of +/- 6 seconds.
 CN2256
 CN2256.The orthometric height was determined by differential leveling
 CN2256.and adjusted by the National Geodetic Survey in June 1991..
 CN2256.WARNING-Repeat measurements at this control monument indicate possible
 CN2256.vertical movement.
 CN2256
 CN2256.The geoid height was determined by GEOID03.
 CN2256
 CN2256.The dynamic height is computed by dividing the NAVD 88
 CN2256.geopotential number by the normal gravity value computed on the
 CN2256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2256.degrees latitude (g = 980.6199 gals.).
 CN2256
 CN2256.The modeled gravity was interpolated from observed gravity values.
 CN2256
 CN2256;                    North         East    Units  Estimated Accuracy
 CN2256;SPC AL W     -   255,060.      571,380.      MT  (+/- 180 meters Scaled)
 CN2256
 CN2256                          SUPERSEDED SURVEY CONTROL
 CN2256
 CN2256  NGVD 29 (??/??/92)   36.434  (m)          119.53   (f) ADJ UNCH    1 2
 CN2256
 CN2256.Superseded values are not recommended for survey control.
 CN2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2256.See file dsdata.txt to determine how the superseded data were derived.
 CN2256
 CN2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA243740(NAD 83)
 CN2256_MARKER: B = BOLT
 CN2256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2256_SP_SET: CONCRETE FOUNDATION
 CN2256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2256
 CN2256  HISTORY     - Date     Condition        Report By
 CN2256  HISTORY     - UNK      MONUMENTED       CGS
 CN2256  HISTORY     - 1935     GOOD             NGS
 CN2256  HISTORY     - 1951     MARK NOT FOUND   NGS
 CN2256
 CN2256                          STATION DESCRIPTION
 CN2256
 CN2256'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CN2256'IN LINDEN.
 CN2256'AT THE JUNCTION OF THE LOUISVILLE AND NASHVILLE AND THE FRISCO
 CN2256'RAILROADS.  25 FEET SOUTHEAST OF CROSSING, 6 FEET NORTH OF TRACK, AND
 CN2256'LEVEL WITH RAIL.  BOLT SET IN CONCRETE FOUNDATION BETWEEN TWO BATTERY
 CN2256'BOXES.
 CN2256
 CN2256                          STATION RECOVERY (1951)
 CN2256
 CN2256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CN2256'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2262 ***********************************************************************
 CN2262  DESIGNATION -  BOLT 2
 CN2262  PID         -  CN2262
 CN2262  STATE/COUNTY-  AL/MARENGO
 CN2262  USGS QUAD   -  LINDEN (1986)
 CN2262
 CN2262                         *CURRENT SURVEY CONTROL
 CN2262  ___________________________________________________________________
 CN2262* NAD 83(1986)-  32 18 36.     (N)    087 48 52.     (W)     SCALED    
 CN2262* NAVD 88     -        31.760  (meters)     104.20   (feet)  ADJUSTED  
 CN2262  ___________________________________________________________________
 CN2262  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CN2262  DYNAMIC HT  -          31.723 (meters)     104.08  (feet)  COMP
 CN2262  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 CN2262
 CN2262  VERT ORDER  -  FIRST     CLASS II
 CN2262
 CN2262.The horizontal coordinates were scaled from a topographic map and have
 CN2262.an estimated accuracy of +/- 6 seconds.
 CN2262
 CN2262.The orthometric height was determined by differential leveling
 CN2262.and adjusted by the National Geodetic Survey in June 1991..
 CN2262
 CN2262.The geoid height was determined by GEOID03.
 CN2262
 CN2262.The dynamic height is computed by dividing the NAVD 88
 CN2262.geopotential number by the normal gravity value computed on the
 CN2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2262.degrees latitude (g = 980.6199 gals.).
 CN2262
 CN2262.The modeled gravity was interpolated from observed gravity values.
 CN2262
 CN2262;                    North         East    Units  Estimated Accuracy
 CN2262;SPC AL W     -   256,140.      570,390.      MT  (+/- 180 meters Scaled)
 CN2262
 CN2262                          SUPERSEDED SURVEY CONTROL
 CN2262
 CN2262  NGVD 29 (??/??/92)   31.727  (m)          104.09   (f) ADJ UNCH    1 2
 CN2262
 CN2262.Superseded values are not recommended for survey control.
 CN2262.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2262.See file dsdata.txt to determine how the superseded data were derived.
 CN2262
 CN2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA233750(NAD 83)
 CN2262_MARKER: B = BOLT
 CN2262_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN2262_SP_SET: BRIDGE
 CN2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2262
 CN2262  HISTORY     - Date     Condition        Report By
 CN2262  HISTORY     - UNK      MONUMENTED       CGS
 CN2262  HISTORY     - 1935     GOOD             NGS
 CN2262
 CN2262                          STATION DESCRIPTION
 CN2262
 CN2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CN2262'1.5 MI NW FROM LINDEN.
 CN2262'ALONG THE FRISCO RAILROAD AT BRIDGE NO. 747.8.  THE SECOND BOLT
 CN2262'SOUTHEAST FROM THE NORTHWEST END OF THE NORTHEAST SIDE OF THE BRIDGE.
 CN2262'1.5 MI. N.W. OF JUNCTION OF L AND N. RR AND FRISCO RR.  NOTE-- BRIDGE
 CN2262'HAS BEEN REPAIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2265 ***********************************************************************
 CN2265  DESIGNATION -  BOLT 3
 CN2265  PID         -  CN2265
 CN2265  STATE/COUNTY-  AL/MARENGO
 CN2265  USGS QUAD   -  OLD SPRING HILL (1970)
 CN2265
 CN2265                         *CURRENT SURVEY CONTROL
 CN2265  ___________________________________________________________________
 CN2265* NAD 83(1986)-  32 22 31.     (N)    087 50 15.     (W)     SCALED    
 CN2265* NAVD 88     -        33.701  (meters)     110.57   (feet)  ADJUSTED  
 CN2265  ___________________________________________________________________
 CN2265  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CN2265  DYNAMIC HT  -          33.662 (meters)     110.44  (feet)  COMP
 CN2265  MODELED GRAV-     979,483.3   (mgal)                       NAVD 88
 CN2265
 CN2265  VERT ORDER  -  FIRST     CLASS II
 CN2265
 CN2265.The horizontal coordinates were scaled from a topographic map and have
 CN2265.an estimated accuracy of +/- 6 seconds.
 CN2265
 CN2265.The orthometric height was determined by differential leveling
 CN2265.and adjusted by the National Geodetic Survey in June 1991..
 CN2265
 CN2265.The geoid height was determined by GEOID03.
 CN2265
 CN2265.The dynamic height is computed by dividing the NAVD 88
 CN2265.geopotential number by the normal gravity value computed on the
 CN2265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2265.degrees latitude (g = 980.6199 gals.).
 CN2265
 CN2265.The modeled gravity was interpolated from observed gravity values.
 CN2265
 CN2265;                    North         East    Units  Estimated Accuracy
 CN2265;SPC AL W     -   263,390.      568,240.      MT  (+/- 180 meters Scaled)
 CN2265
 CN2265                          SUPERSEDED SURVEY CONTROL
 CN2265
 CN2265  NGVD 29 (??/??/92)   33.670  (m)          110.47   (f) ADJ UNCH    1 2
 CN2265
 CN2265.Superseded values are not recommended for survey control.
 CN2265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2265.See file dsdata.txt to determine how the superseded data were derived.
 CN2265
 CN2265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA212823(NAD 83)
 CN2265_MARKER: B = BOLT
 CN2265_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN2265_SP_SET: BRIDGE
 CN2265_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2265
 CN2265  HISTORY     - Date     Condition        Report By
 CN2265  HISTORY     - UNK      MONUMENTED       CGS
 CN2265  HISTORY     - 1935     GOOD             NGS
 CN2265
 CN2265                          STATION DESCRIPTION
 CN2265
 CN2265'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CN2265'6.8 MI NW FROM LINDEN.
 CN2265'ALONG THE FRISCO RAILROAD AT BRIDGE NO. 742.6.  THE SECOND BOLT SOUTH
 CN2265'OF THE NORTHWEST CORNER OF THE BRIDGE.  2.3 MILES NORTHWEST OF
 CN2265'JEFFERSON STATION.  NOTE-- BRIDGE HAS BEEN REPAIRED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2593 ***********************************************************************
 CN2593  DESIGNATION -  BOLT 4
 CN2593  PID         -  CN2593
 CN2593  STATE/COUNTY-  AL/MARENGO
 CN2593  USGS QUAD   -  DEMOPOLIS (1979)
 CN2593
 CN2593                         *CURRENT SURVEY CONTROL
 CN2593  ___________________________________________________________________
 CN2593* NAD 83(1986)-  32 31 03.     (N)    087 50 12.     (W)     SCALED    
 CN2593* NAVD 88     -        39.040  (meters)     128.08   (feet)  ADJUSTED  
 CN2593  ___________________________________________________________________
 CN2593  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN2593  DYNAMIC HT  -          38.995 (meters)     127.94  (feet)  COMP
 CN2593  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 CN2593
 CN2593  VERT ORDER  -  FIRST     CLASS I
 CN2593
 CN2593.The horizontal coordinates were scaled from a topographic map and have
 CN2593.an estimated accuracy of +/- 6 seconds.
 CN2593
 CN2593.The orthometric height was determined by differential leveling
 CN2593.and adjusted by the National Geodetic Survey in June 1991..
 CN2593
 CN2593.The geoid height was determined by GEOID03.
 CN2593
 CN2593.The dynamic height is computed by dividing the NAVD 88
 CN2593.geopotential number by the normal gravity value computed on the
 CN2593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2593.degrees latitude (g = 980.6199 gals.).
 CN2593
 CN2593.The modeled gravity was interpolated from observed gravity values.
 CN2593
 CN2593;                    North         East    Units  Estimated Accuracy
 CN2593;SPC AL W     -   279,160.      568,370.      MT  (+/- 180 meters Scaled)
 CN2593
 CN2593                          SUPERSEDED SURVEY CONTROL
 CN2593
 CN2593  NGVD 29 (??/??/??)   39.021  (m)          128.02   (f) ADJUSTED    1 1
 CN2593
 CN2593.Superseded values are not recommended for survey control.
 CN2593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2593.See file dsdata.txt to determine how the superseded data were derived.
 CN2593
 CN2593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA214981(NAD 83)
 CN2593_MARKER: B = BOLT
 CN2593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2593_SP_SET: PARAPET
 CN2593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2593
 CN2593  HISTORY     - Date     Condition        Report By
 CN2593  HISTORY     - UNK      MONUMENTED       RBNF
 CN2593  HISTORY     - 1968     GOOD             NGS
 CN2593
 CN2593                          STATION DESCRIPTION
 CN2593
 CN2593'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN2593'IN DEMOPOLIS.
 CN2593'AT DEMOPOLIS, A COPPER BOLT SET IN THE TOP OF THE NORTHWEST CORNER OF
 CN2593'THE WEST STONE PARAPET FOR THE STEPS AT THE SOUTH ENTRANCE TO THE POST
 CN2593'OFFICE BUILDING, 3 INCHES SOUTH OF THE SOUTH WALL OF THE BUILDING,
 CN2593'31.3 FEET EAST OF THE SOUTHWEST CORNER OF THE BUILDING, 62 FEET NORTH
 CN2593'OF THE CENTERLINE OF NORTH WALNUT AVENUE, 83 FEET WEST OF THE
 CN2593'CENTERLINE OF NORTH WALNUT AVENUE, AND ABOUT 3 1/2 FEET ABOVE THE
 CN2593'LEVEL OF THE STREETS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4065 ***********************************************************************
 BG4065  DESIGNATION -  BON
 BG4065  PID         -  BG4065
 BG4065  STATE/COUNTY-  AL/BALDWIN
 BG4065  USGS QUAD   -  GULF SHORES (1980)
 BG4065
 BG4065                         *CURRENT SURVEY CONTROL
 BG4065  ___________________________________________________________________
 BG4065* NAD 83(1992)-  30 15 58.44956(N)    087 43 34.86928(W)     ADJUSTED  
 BG4065* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BG4065  ___________________________________________________________________
 BG4065  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 BG4065  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG4065
 BG4065  HORZ ORDER  -  THIRD
 BG4065
 BG4065.The horizontal coordinates were established by classical geodetic methods
 BG4065.and adjusted by the National Geodetic Survey in December 1992..
 BG4065
 BG4065.The orthometric height was scaled from a topographic map.
 BG4065
 BG4065.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4065
 BG4065.The geoid height was determined by GEOID03.
 BG4065
 BG4065;                    North         East     Units Scale Factor Converg.
 BG4065;SPC AL W     -    29,533.224   578,220.038   MT  0.99993918   -0 06 50.7
 BG4065;UTM  16      - 3,348,510.276   430,131.799   MT  0.99966022   -0 21 58.0
 BG4065
 BG4065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4065!SPC AL W     -   1.00000403  x   0.99993918  =   0.99994321
 BG4065!UTM  16      -   1.00000403  x   0.99966022  =   0.99966425
 BG4065
 BG4065:                Primary Azimuth Mark                     Grid Az
 BG4065:SPC AL W     -  PENSACOLA MOBILE BCN 91                  003 15 04.1
 BG4065:UTM  16      -  PENSACOLA MOBILE BCN 91                  003 30 11.4
 BG4065
 BG4065|---------------------------------------------------------------------|
 BG4065| PID    Reference Object                     Distance      Geod. Az  |
 BG4065|                                                           dddmmss.s |
 BG4065| BG4066 PENSACOLA MOBILE BCN 91             APPROX. 1.3 KM 0030813.4 |
 BG4065| BG4063 SYLVIA                              APPROX. 1.6 KM 2281006.3 |
 BG4065|---------------------------------------------------------------------|
 BG4065
 BG4065                          SUPERSEDED SURVEY CONTROL
 BG4065
 BG4065  NAD 83(1986)-  30 15 58.47083(N)    087 43 34.87623(W) AD(       ) 3
 BG4065  NAD 27      -  30 15 57.74500(N)    087 43 34.92600(W) AD(       ) 3
 BG4065
 BG4065.Superseded values are not recommended for survey control.
 BG4065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4065.See file dsdata.txt to determine how the superseded data were derived.
 BG4065
 BG4065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3013248510(NAD 83)
 BG4065_MARKER: DS = TRIANGULATION STATION DISK
 BG4065_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BG4065_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BG4065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4065
 BG4065  HISTORY     - Date     Condition        Report By
 BG4065  HISTORY     - 1934     MONUMENTED       CGS
 BG4065  HISTORY     - 1946     GOOD             CGS
 BG4065  HISTORY     - 1959     GOOD             CGS
 BG4065  HISTORY     - 1971     GOOD             NGS
 BG4065  HISTORY     - 1978     GOOD             NGS
 BG4065
 BG4065                          STATION DESCRIPTION
 BG4065
 BG4065'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG4065'STATION IS LOCATED ON THE S SHORE OF OYSTER BAY AT THE MOST SOUTHERLY
 BG4065'POINT.  IT IS 15.1 METERS SW OF THE S END OF ONLY DOCK AT THIS SIDE
 BG4065'OF OYSTER BAY.  STATION IS ON A WEDGE OF MOUND OF OYSTER SHELLS,
 BG4065'FORMING THE SHORE AT THIS POINT.  THERE IS A WOODS ROAD LEADING S
 BG4065'THROUGH MARSH TO MAINLAND AND IS 15 METERS W OF THIS ROAD AND 9
 BG4065'METERS S OF SHORELINE.
 BG4065'
 BG4065'STATION MARK IS A STANDARD BRONZE DISK SET IN A TILE.
 BG4065'
 BG4065'STATION MARK IS IN 6-INCH TILE, PROTRUDING 3 INCHES ABOVE SURFACE.
 BG4065'NO REFERENCE OR SUB-SURFACE MARKS WERE PLACED.
 BG4065
 BG4065                          STATION RECOVERY (1946)
 BG4065
 BG4065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BG4065'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE, EXCEPT
 BG4065'THAT-
 BG4065'
 BG4065'1. THE DOCK IS NOW GONE, AND ONLY THE PILING REMAINS.
 BG4065'
 BG4065'2. THE ROAD LEADING TO THE STATION IS VERY POOR.
 BG4065'
 BG4065'3. THE STATION IS LOCATED ON THE EDGE OF THE BANK, AND WILL
 BG4065'PROBABLY BE WASHED OUT IN THE NEAR FUTURE.
 BG4065
 BG4065                          STATION RECOVERY (1959)
 BG4065
 BG4065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4065'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION FOLLOWS.
 BG4065'STATION IS LOCATED ON THE SOUTH SHORE OF OYSTER BAY, AT THE MOST
 BG4065'SOUTHEASTERLY POINT OF THE BAY.  IT IS ON THE EDGE OF THE THICK
 BG4065'MARSH 15.1 METERS SOUTHWEST OF THE SHORE END OF A PIER RUINS, 15.0
 BG4065'METERS WEST OF THE CENTERLINE OF AN ABANDONED ROAD RUNNING THROUGH
 BG4065'THE MARSH. THERE IS THINNER MARSH GRASS IN FRONT OF THE STATION FOR
 BG4065'ABOUT 50 FEET.  THE MARSH APPEARS TO BE BUILDING UP.
 BG4065'
 BG4065'A STANDARD DISK STAMPED BON 1934 IN TOP OF 6 INCH TILE PROJECTING 1
 BG4065'FOOT ABOVE GROUND.
 BG4065
 BG4065                          STATION RECOVERY (1971)
 BG4065
 BG4065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BG4065'STATION MARK WAS RECOVERED IN GOOD CONDITION AT MHWL ON THE
 BG4065'SOUTHEAST SHORE OF OYSTER BAY.  THE STATION MAY BE REACHED ONLY BY
 BG4065'BOAT AT HIGH TIDE.  IT IS 15 METERS WEST OF THE SHORE END OF A PIER
 BG4065'IN RUINS.  THE ROAD THAT APPROACHED THE PIER FROM THE SOUTH IS NOW
 BG4065'IMPASSABLE.
 BG4065
 BG4065                          STATION RECOVERY (1978)
 BG4065
 BG4065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RST)
 BG4065'THE 1971 RECOVERY BY R. P. H. IS ADEQUATE WITH THE EXCEPTION OF A NEW
 BG4065'TO REACH AS FOLOWS--TO REACH FROM THE INTERSECTION OF STATE HWY 59
 BG4065'AND COUNTY HWY 180, GO WEST ON HWY 180 1.15 MILES TO PAVED ROAD
 BG4065'JUST WEST OF LAGOON BAPTIST CHURCH, TURN RIGHT (NORTH) AND PROCEED
 BG4065'ON PAVED ROAD 0.3 MILES TO PAVED ROAD LEFT, TURNING WEST
 BG4065'PROCEED 0.2 MILES PASSING THROUGH WALLACE CEMETARY.  THE STATION
 BG4065'MUST BE VISITED BY FOOT ON A BEARING OF NW ON ABANDONED TRAIL
 BG4065'LEADING TO OYSTER BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1793 ***********************************************************************
 DJ1793  DESIGNATION -  BOOG
 DJ1793  PID         -  DJ1793
 DJ1793  STATE/COUNTY-  AL/LAMAR
 DJ1793  USGS QUAD   -  FERNBANK (1985)
 DJ1793
 DJ1793                         *CURRENT SURVEY CONTROL
 DJ1793  ___________________________________________________________________
 DJ1793* NAD 83(1992)-  33 32 59.05597(N)    088 10 46.42369(W)     ADJUSTED  
 DJ1793* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 DJ1793  ___________________________________________________________________
 DJ1793  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 DJ1793  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DJ1793
 DJ1793  HORZ ORDER  -  FIRST
 DJ1793
 DJ1793.The horizontal coordinates were established by classical geodetic methods
 DJ1793.and adjusted by the National Geodetic Survey in May 1994..
 DJ1793
 DJ1793.The orthometric height was scaled from a topographic map.
 DJ1793
 DJ1793.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1793
 DJ1793.The geoid height was determined by GEOID03.
 DJ1793
 DJ1793;                    North         East     Units Scale Factor Converg.
 DJ1793;SPC AL W     -   393,786.305   536,893.122   MT  0.99998241   -0 22 32.1
 DJ1793;SPC MS E     -   449,198.816   360,712.798   MT  0.99999543   +0 21 40.8
 DJ1793;SPC MS E     - 1,473,746.45  1,183,438.57   sFT  0.99999543   +0 21 40.8
 DJ1793;UTM  16      - 3,712,856.631   390,495.595   MT  0.99974783   -0 39 07.1
 DJ1793
 DJ1793!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1793!SPC AL W     -   0.99998512  x   0.99998241  =   0.99996753
 DJ1793!SPC MS E     -   0.99998512  x   0.99999543  =   0.99998055
 DJ1793!UTM  16      -   0.99998512  x   0.99974783  =   0.99973295
 DJ1793
 DJ1793:                Primary Azimuth Mark                     Grid Az
 DJ1793:SPC AL W     -  MAYER                                    103 58 17.3
 DJ1793:SPC MS E     -  MAYER                                    103 14 04.4
 DJ1793:UTM  16      -  MAYER                                    104 14 52.3
 DJ1793
 DJ1793|---------------------------------------------------------------------|
 DJ1793| PID    Reference Object                     Distance      Geod. Az  |
 DJ1793|                                                           dddmmss.s |
 DJ1793| DJ1792 MAYER                               APPROX.13.0 KM 1033545.2 |
 DJ1793| CF9895 BOOG RM 1                            26.669 METERS 11027     |
 DJ1793| CF9896 BOOG RM 2                            24.806 METERS 20911     |
 DJ1793|---------------------------------------------------------------------|
 DJ1793
 DJ1793                          SUPERSEDED SURVEY CONTROL
 DJ1793
 DJ1793  NAD 83(1992)-  33 32 59.05680(N)    088 10 46.42297(W) AD(       ) 1
 DJ1793  NAD 83(1986)-  33 32 59.06173(N)    088 10 46.42479(W) AD(       ) 1
 DJ1793  NAD 27      -  33 32 58.64300(N)    088 10 46.31600(W) AD(       ) 1
 DJ1793
 DJ1793.Superseded values are not recommended for survey control.
 DJ1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1793.See file dsdata.txt to determine how the superseded data were derived.
 DJ1793
 DJ1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9049612857(NAD 83)
 DJ1793_MARKER: DS = TRIANGULATION STATION DISK
 DJ1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1793
 DJ1793  HISTORY     - Date     Condition        Report By
 DJ1793  HISTORY     - 1939     MONUMENTED       CGS
 DJ1793  HISTORY     - 1950     GOOD             CGS
 DJ1793
 DJ1793                          STATION DESCRIPTION
 DJ1793
 DJ1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ1793'THIS STATION IS LOCATED APPROXIMATELY 6 MILES WEST OF MILLPORT,
 DJ1793'1.5 MILES SOUTH OF THE LUXAPALLILLA RIVER, ON THE SOUTH END OF
 DJ1793'A RIDGE, ON THE PROPERTY OWNED BY MR. R.P. BOOG MYERS OF
 DJ1793'MILLPORT.  THE STATION MARK IS SET ABOUT 75 FEET NORTH OF THE
 DJ1793'HIGHEST POINT OF THE RIDGE.  14 FEET NORTH OF A 6-INCH TRIANGLE
 DJ1793'BLAZED PINE TREE, 23 FEET SOUTHEAST OF A 6-INCH OAK TREE, 74
 DJ1793'FEET SOUTHEAST OF THE FORKS OF THE WOODS ROAD.  THE STATION
 DJ1793'MARK PROJECTS 6 INCHES.
 DJ1793'
 DJ1793'RM 1 IS EAST SOUTHEAST OF THE STATION, AND IT PROJECTS 6 INCHES.
 DJ1793'
 DJ1793'RM 2 IS SOUTHWEST OF THE STATION ON SLIGHTLY HIGHER GROUND
 DJ1793'THAN THE STATION.  THE MARK PROJECTS 6 INCHES.
 DJ1793'
 DJ1793'NO AZIMUTH MARK WAS SET DUE TO THE DENSE TIMBER AROUND THE
 DJ1793'STATION.
 DJ1793'
 DJ1793'TO REACH THE STATION FROM THE JUNCTION OF US 82 AND MISS. 12 IN
 DJ1793'COLUMBUS GO EAST ON ROUTE 82 FOR 7.7 MILES TO A FILLING STATION ON
 DJ1793'THE RIGHT AND T ROAD TO THE LEFT.  TURN LEFT ON THE GRAVEL
 DJ1793'T ROAD AND FOLLOW THE MAIN ROAD FOR 2.9 MILES TO A Y, TAKE
 DJ1793'THE RIGHT FORK AND GO 0.55 MILE TO A COUNTRY STORE AND A
 DJ1793'ROAD RIGHT.  TURN SHARP RIGHT AND CONTINUE 7.8 MILES TO A
 DJ1793'WOODS ROAD RIGHT AT THE TOP OF A HILL AND EAST OF A WHITE
 DJ1793'HOUSE.  TURN RIGHT AND FOLLOW THE WOODS ROAD FOR 0.65 MILE
 DJ1793'TO A Y AND THE STATION ON THE LEFT.
 DJ1793'
 DJ1793'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ1793
 DJ1793                          STATION RECOVERY (1950)
 DJ1793
 DJ1793'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1793'THE STATION WAS RECOVERED AS DESCRIBED IN 1939.  ALL MARKS WERE
 DJ1793'FOUND IN GOOD CONDITION.  DUE TO A HEAVY GROWTH OF TIMBER AROUND
 DJ1793'THE STATION NO AZIMUTH MARK COULD BE ESTABLISHED, AND ALSO DUE TO
 DJ1793'ROAD CHANGES IN THE NEAR VICINITY OF THE STATION THE ORIGINAL
 DJ1793'DESCRIPTION TO REACH THE STATION NO LONGER APPLIES.  A NEW
 DJ1793'DESCRIPTION FOLLOWS.
 DJ1793'
 DJ1793'THE STATION IS LOCATED ABOUT 6 MILES WEST OF MILLPORT, 0.7 MILE
 DJ1793'SOUTH OF A MACADAM ROAD AND 76 FEET SOUTHEAST OF THE APPROXIMATE
 DJ1793'CENTERLINE OF A WOODS ROAD.
 DJ1793'
 DJ1793'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 19 AND
 DJ1793'A MACADAM ROAD LEADING WEST IN MILLPORT, GO WEST ON THE MAIN
 DJ1793'MACADAM ROAD (COLUMBUS ROAD) FOR 5.5 MILES TO A CONCRETE BRIDGE,
 DJ1793'CROSS BRIDGE AND CONTINUE WESTERLY ON THE MACADAM FOR 0.35
 DJ1793'MILE TO A CROSS ROAD, TURN LEFT, SOUTH, AND GO FOR 0.1 MILE TO A
 DJ1793'T-ROAD INTERSECTION, TURN LEFT, EAST, AND GO FOR 0.05 MILE TO A
 DJ1793'WOODS ROAD ON THE RIGHT, TURN RIGHT, SOUTH, AND FOLLOW A
 DJ1793'NARROW WOODS ROAD FOR 0.7 MILE TO A DIM FORK, BEAR LEFT FOR
 DJ1793'ABOUT 10 YARDS THEN BEAR RIGHT DUE SOUTH, UP HILL FOR ABOUT 35
 DJ1793'YARDS TO THE TOP OF HILL AND STATION AS DESCRIBED.
 DJ1793'
 DJ1793'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DJ1793'BOOG 1939.
 DJ1793'
 DJ1793'REFERENCE MARK NO. 1 PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 DJ1793'BOOG NO 1 1939.
 DJ1793'
 DJ1793'REFERECE MARK NO. 2 PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DJ1793'BOOG NO 2 1939.
 DJ1793'
 DJ1793'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH SQUARE
 DJ1793'CONCRETE POSTS.
 DJ1793'
 DJ1793'HEIGHT OF LIGHT PLATE ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2256 ***********************************************************************
 CM2256  DESIGNATION -  BOTSFORD RESET
 CM2256  PID         -  CM2256
 CM2256  STATE/COUNTY-  AL/LEE
 CM2256  USGS QUAD   -  OPELIKA WEST (1983)
 CM2256
 CM2256                         *CURRENT SURVEY CONTROL
 CM2256  ___________________________________________________________________
 CM2256* NAD 83(1992)-  32 41 13.80246(N)    085 29 19.03621(W)     ADJUSTED  
 CM2256* NAVD 88     -       251.6    (meters)     825.     (feet)  VERTCON   
 CM2256  ___________________________________________________________________
 CM2256  X           -     422,662.114 (meters)                     COMP
 CM2256  Y           -  -5,356,829.843 (meters)                     COMP
 CM2256  Z           -   3,424,930.980 (meters)                     COMP
 CM2256  LAPLACE CORR-           0.56  (seconds)                    DEFLEC99
 CM2256  ELLIP HEIGHT-         222.82  (meters)          (07/29/02) GPS OBS
 CM2256  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CM2256
 CM2256  HORZ ORDER  -  FIRST
 CM2256  ELLP ORDER  -  FOURTH    CLASS I
 CM2256
 CM2256.The horizontal coordinates were established by GPS observations
 CM2256.and adjusted by the National Geodetic Survey in December 1992..
 CM2256
 CM2256.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2256.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2256
 CM2256.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2256
 CM2256.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2256
 CM2256.The ellipsoidal height was determined by GPS observations
 CM2256.and is referenced to NAD 83.
 CM2256
 CM2256.The geoid height was determined by GEOID03.
 CM2256
 CM2256;                    North         East     Units Scale Factor Converg.
 CM2256;SPC AL E     -   242,555.461   232,326.453   MT  0.99997288   +0 11 10.2
 CM2256;UTM  16      - 3,617,616.538   641,689.755   MT  0.99984755   +0 48 58.9
 CM2256
 CM2256!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2256!SPC AL E     -   0.99996502  x   0.99997288  =   0.99993790
 CM2256!UTM  16      -   0.99996502  x   0.99984755  =   0.99981257
 CM2256
 CM2256|---------------------------------------------------------------------|
 CM2256| PID    Reference Object                     Distance      Geod. Az  |
 CM2256|                                                           dddmmss.s |
 CM2256| CM2376 41 7                                399.934 METERS 02331     |
 CM2256| CM2262 OPELIKA STANDPIPE                   APPROX.11.0 KM 1091246.0 |
 CM2256| CY8093 BOTSFORD RM 1                        26.710 METERS 11248     |
 CM2256| CM2261 OPELIKA CTHSE SPIRE                 APPROX.11.2 KM 1140112.3 |
 CM2256| CM2260 OPELIKA ALA OIL AND GUANO TANK      APPROX.11.3 KM 1151431.2 |
 CM2256| CM2255 OPELIKA PEPPERELL MILLS E TANK      APPROX. 9.1 KM 1271642.7 |
 CM2256| CM2254 OPELIKA PEPPERELL MFG TANK          APPROX. 9.3 KM 1313255.4 |
 CM2256| CM2250 AUBURN GIN AND WHSE TANK            APPROX. 8.4 KM 1694855.9 |
 CM2256| CM2247 AUBURN TALLER WATER TANK            APPROX. 8.9 KM 1752220.7 |
 CM2256| CM2246 AUBURN LOWER WATER TANK             APPROX. 8.9 KM 1753643.6 |
 CM2256| CM2245 AUBURN ALA POLYTECH TALL SPIRE      APPROX. 9.2 KM 1763029.9 |
 CM2256| CY8094 BOTSFORD RM 2                        33.350 METERS 24510     |
 CM2256| CM2314 ROXANA                              APPROX.17.0 KM 2661142.1 |
 CM2256| CM2308 CAMP HILL MUN TANK                  APPROX.19.9 KM 3100903.7 |
 CM2256|---------------------------------------------------------------------|
 CM2256
 CM2256                          SUPERSEDED SURVEY CONTROL
 CM2256
 CM2256  ELLIP H (12/04/92)  222.86   (m)                       GP(       ) 4 1
 CM2256  NAD 83(1986)-  32 41 13.80960(N)    085 29 19.03386(W) AD(       ) 1
 CM2256  NAD 27      -  32 41 13.33500(N)    085 29 19.21500(W) AD(       ) 1
 CM2256  NGVD 29 (12/04/92)  251.6    (m)          825.     (f) GPS OBS        
 CM2256
 CM2256.Superseded values are not recommended for survey control.
 CM2256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2256.See file dsdata.txt to determine how the superseded data were derived.
 CM2256
 CM2256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4169017617(NAD 83)
 CM2256_MARKER: DS = TRIANGULATION STATION DISK
 CM2256_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2256_SP_SET: CONCRETE POST
 CM2256_STAMPING: BOTSFORD 1930
 CM2256_MARK LOGO: NGS   
 CM2256_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM2256_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2256+STABILITY: SURFACE MOTION
 CM2256_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2256+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1989
 CM2256
 CM2256  HISTORY     - Date     Condition        Report By
 CM2256  HISTORY     - 1930     MONUMENTED       CGS
 CM2256  HISTORY     - 1970     MARK NOT FOUND   USGS
 CM2256  HISTORY     - 1971     SEE DESCRIPTION  NGS
 CM2256  HISTORY     - 1971     GOOD             NGS
 CM2256  HISTORY     - 19890512 GOOD             ALHD
 CM2256
 CM2256                          STATION DESCRIPTION
 CM2256
 CM2256'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CM2256'ABOUT 7 MILES NW OF OPELIKA, 5 MILES N OF AUBURN AND 2 MILES S OF
 CM2256'STONEWALL.  STATION IS LOCATED AT A T-INTERSECTION OF ROADS.
 CM2256'STATION IS 12.2 METERS (40 FEET) N OF A CHIMNEY AT N END OF
 CM2256'HOUSE AND 8 METERS (26 FEET) FROM CENTER LINE OF E AND W ROAD
 CM2256'ON THE N SIDE, ALSO 20 METERS (66 FEET) W OF N AND S ROAD.
 CM2256'STATION PROJECTS ABOVE THE GROUND ABOUT 6 INCHES.
 CM2256'
 CM2256'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CM2256'DISKS SET IN CONCRETE.
 CM2256'
 CM2256'REFERENCE MARK NO. 1 IS E OF THE STATION AND 6 METERS (20 FEET)
 CM2256'E OF THE N AND S ROAD.  REFERENCE MARK NO. 2 IS SW OF THE
 CM2256'STATION AND 6 METERS (20 FEET) S OF THE E AND W ROAD.
 CM2256'
 CM2256'STATION IS REACHED FROM OPELIKA BY FOLLOWING THE BIRMINGHAM
 CM2256'HIGHWAY FOR 7.6 MILES TO A ROAD TURNING N.  FOLLOW THIS ROAD N
 CM2256'1/2 MILE TO A T-INTERSECTION AND THE STATION IS IN THE NW CORNER.
 CM2256'
 CM2256'HEIGHT OF SIGNAL ABOVE STATION MARK - 31.4 METERS.
 CM2256
 CM2256                          STATION RECOVERY (1970)
 CM2256
 CM2256'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM2256'STATION MARK AND RM 1 WAS SEARCH FOR BUT NOT FOUND.  THE STATION
 CM2256'HAS PROBABLY BEEN COVERED UP (OR DESTROYED) BY CONSTRUCTION OF
 CM2256'A PRIVATE DRIVEWAY IN THE VICINITY OF THE STATION.  REF MK 1 WAS
 CM2256'PROBABLY DESTROYED BY ROAD CONSTRUCTION WIDENING OF ALABAMA STATE
 CM2256'HWY 147 IN THE VICINITY OF THE RM.  REF. MK 2 WAS RECOVERED IN
 CM2256'A SLIGHTLY DISTURBED CONDITION.  THIS MARK APPEARS TO HAVE BEEN
 CM2256'STRUCK BY A CAR OR PLOW, THE RM IS NOW TILTED TO THE N
 CM2256'APPROXIMATELY 0.3 FT. FROM ITS ORIGINAL HORIZONTAL POSITION.
 CM2256'THE HORIZONTAL POSITION FOR THIS RM SHOULD STILL BE WITHIN 3RD
 CM2256'ORDER LIMITS.
 CM2256'
 CM2256'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MILES
 CM2256'NW OF OPELIKA.
 CM2256
 CM2256                          STATION RECOVERY (1971)
 CM2256
 CM2256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CM2256'THE STATION WAS VISITED 3-11-71 AND THE STATION UNDERGROUND
 CM2256'MARK WAS FOUND IN GOOD CONDITION.  THE SURFACE MARK WAS FOUND
 CM2256'BROKEN OFF ABOUT SIX INCHES BELOW THE SURFACE OF THE GROUND.
 CM2256'REFERENCE MARK NO. 1 WAS DESTROYED PRIOR TO THIS DATE WHEN THE
 CM2256'ROAD WAS REGRADED.  REFERENCE MARK NO. 2 WAS FOUND DISTURBED,
 CM2256'IT WAS RESTAMPED NO. 4 AND USED AS REFERENCE MARK NO. 4.
 CM2256'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  A NEW
 CM2256'SURFACE MARK WAS SET OVER THE UNDERGROUND MARK.  THE OLD HOUSE
 CM2256'AT THE STATION SITE HAS BEEN REMODELED AND IS NOW A RED
 CM2256'BRICK HOUSE.  THE OLD CHIMNEY TO WHICH THE STATION WAS
 CM2256'REFERENCED HAS BEEN RAZED.  A NEW DESCRIPTION FOLLOWS -
 CM2256'
 CM2256'THE STATION IS LOCATED ABOUT 6.5 MILES NORTHWEST OF OPELIKA,
 CM2256'AND ABOUT 5 MILES NORTH OF AUBURN IN THE SOUTHWEST ANGLE OF A
 CM2256'T INTERSECTION ON THE PROPERTY OWNED BY MR. CARTER.  IT IS 104
 CM2256'FEET WEST OF THE CENTER OF STATE HIGHWAY 147, 18 FEET SOUTH OF
 CM2256'THE CENTER OF A GRAVELED ROAD LEADING WEST, 41.5 FEET NORTH OF
 CM2256'THE NORTHEAST CORNER OF THE RED BRICK HOUSE AND 4 FEET WEST OF
 CM2256'THE PROJECTED PLANE OF THE EAST WALL OF THE HOUSE, 93 FEET
 CM2256'NORTH OF A 3 FOOT OAK TREE, AND 51.6 FEET NORTHEAST OF THE
 CM2256'NORTHWEST CORNER OF THE HOUSE.  IT IS A TRIANGULATION DISK
 CM2256'STAMPED BOTSFORD 1930 1971, FLUSH WITH THE GROUND.
 CM2256'
 CM2256'REFERENCE MARK NO. 3 IS 55.83 FEET SOUTH-SOUTHEAST OF THE STATION
 CM2256'ON THE EXTENDED PLANE OF THE NORTH WALL OF THE RED BRICK HOUSE
 CM2256'AND 34 FEET EAST OF THE NORTHEAST CORNER OF THE HOUSE, 68 FEET
 CM2256'WEST OF THE CENTER OF STATE HIGHWAY 147, 72 FEET SOUTH OF THE
 CM2256'CENTER OF THE GRAVELED ROAD, 51 FEET NORTH-NORTHEAST OF A 3-FOOT
 CM2256'OAK TREE.  IT IS A REFERENCE MARK DISK STAMPED BOTSFORD 1930 NO
 CM2256'3 1971, FLUSH WITH THE GROUND.
 CM2256'
 CM2256'REFERENCE MARK NO. 4 IS 109.57 FEET SOUTHWEST OF THE STATION, 41
 CM2256'FEET SOUTH OF THE CENTER OF A GRAVELED ROAD, 61 FEET
 CM2256'WEST-SOUTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 27 FEET
 CM2256'SOUTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE AND
 CM2256'27.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF A WELL HOUSE.  IT
 CM2256'IS A REFERENCE MARK STAMPED BOTSFORD 1930 NO 4 1971, PROJECTING
 CM2256'4 INCHES.
 CM2256'
 CM2256'A MEASUREMENT COULD NOT BE MADE BETWEEN THE REFERENCE MARKS
 CM2256'DUE TO A HOUSE ON LINE.
 CM2256'
 CM2256'NO AZIMUTH MARK WAS ESTABLISHED FOR THE STATION AT THIS DATE.
 CM2256'
 CM2256'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 241
 CM2256'AND STATE HIGHWAY 15 IN OPELIKA GO NORTHWEST OF U.S. HIGHWAY 241
 CM2256'FOR 6.7 MILES TO THE JUNCTION WITH STATE HIGHWAY 147 LEADING
 CM2256'NORTH, TURN RIGHT AND GO 0.5 MILE TO THE SIDE ROAD LEFT AND THE
 CM2256'STATION ON THE LEFT.
 CM2256'
 CM2256'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 6.5 MILE NW OF
 CM2256'OPELIKA.
 CM2256
 CM2256                          STATION RECOVERY (1971)
 CM2256
 CM2256'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CM2256'RECOVERED IN GOOD CONDITION.
 CM2256
 CM2256                          STATION RECOVERY (1989)
 CM2256
 CM2256'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2256'THE STATION IS LOCATED IN LEE COUNTY IN THE SIDE YARD OF A RED BRICK
 CM2256'HOUSE, ABOUT 8.53 KM (5.30 MI) NORTH OF AUBURN AND ABOUT 10.94 KM
 CM2256'(6.80 MI) NORTHWEST OF OPELIKA.  CONTACT MR. BRIAN HENRY OR MR. BRUCE
 CM2256'YANDLE, ROUTE 3, BOX 29, OPELIKA, AL 36801, TELEPHONE (205)-826-1920.
 CM2256'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 280 AND ALABAMA
 CM2256'HIGHWAY 147 NORTH AT THE BOTTLE, NORTH OF AUBURN, GO NORTH ON ALABAMA
 CM2256'147 FOR 0.80 KM (0.50 MI) TO MILE POST 9.60, A GRAVEL ROAD ON THE
 CM2256'LEFT, AND THE STATION IN THE SOUTHWEST QUADRANT OF THE INTERSECTION.
 CM2256'THE STATION IS 31.09 M (102.0 FT) EAST OF THE CENTERLINE OF ALABAMA
 CM2256'147, 6.71 M (22.0 FT) SOUTH - SOUTHEAST OF THE CENTER OF THE GRAVEL
 CM2256'ROAD, 14.36 M (47.1 FT) SOUTH OF AN UNDERGROUND TELEPHONE CABLE
 CM2256'WARNING SIGN ACROSS THE GRAVEL ROAD, 20.54 M (67.4 FT) SOUTHWEST OF A
 CM2256'POWER POLE ACROSS THE GRAVEL ROAD, 14.14 M (46.4 FT) NORTH OF THE
 CM2256'NORTHEAST CORNER OF THE FRONT PORCH OF THE RED BRICK HOUSE, 12.80 M
 CM2256'(42.0 FT) NORTH OF THE NORTHEAST CORNER OF THE RED BRICK HOUSE, AND
 CM2256'15.91 M NORTHEAST OF THE NORTHWEST CORNER OF THE RED BRICK HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1197 ***********************************************************************
 CO1197  DESIGNATION -  BOUGE
 CO1197  PID         -  CO1197
 CO1197  STATE/COUNTY-  AL/CHOCTAW
 CO1197  USGS QUAD   -  LISMAN (1974)
 CO1197
 CO1197                         *CURRENT SURVEY CONTROL
 CO1197  ___________________________________________________________________
 CO1197* NAD 83(1992)-  32 08 45.50882(N)    088 16 10.54276(W)     ADJUSTED  
 CO1197* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 CO1197  ___________________________________________________________________
 CO1197  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 CO1197  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CO1197
 CO1197  HORZ ORDER  -  THIRD
 CO1197
 CO1197.The horizontal coordinates were established by classical geodetic methods
 CO1197.and adjusted by the National Geodetic Survey in May 1994..
 CO1197
 CO1197.The orthometric height was scaled from a topographic map.
 CO1197
 CO1197.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1197
 CO1197.The geoid height was determined by GEOID03.
 CO1197
 CO1197;                    North         East     Units Scale Factor Converg.
 CO1197;SPC AL W     -   238,169.475   527,397.867   MT  0.99999831   -0 24 34.2
 CO1197;UTM  16      - 3,557,321.980   380,266.045   MT  0.99977680   -0 40 32.2
 CO1197
 CO1197!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1197!SPC AL W     -   0.99999211  x   0.99999831  =   0.99999042
 CO1197!UTM  16      -   0.99999211  x   0.99977680  =   0.99976891
 CO1197
 CO1197:                Primary Azimuth Mark                     Grid Az
 CO1197:SPC AL W     -  BUTLER MUNICIPAL TANK                    144 06 44.3
 CO1197:UTM  16      -  BUTLER MUNICIPAL TANK                    144 22 42.3
 CO1197
 CO1197|---------------------------------------------------------------------|
 CO1197| PID    Reference Object                     Distance      Geod. Az  |
 CO1197|                                                           dddmmss.s |
 CO1197| CO1192 BUTLER MUNICIPAL TANK               APPROX. 7.6 KM 1434210.1 |
 CO1197| CO1198 HOLLINGS                            APPROX.12.1 KM 1784853.8 |
 CO1197| CF9910 BOUGE RM 2                           27.272 METERS 20424     |
 CO1197| CF9908 BOUGE AZ MK                                        3382502.9 |
 CO1197| CF9909 BOUGE RM 1                           24.290 METERS 35501     |
 CO1197|---------------------------------------------------------------------|
 CO1197
 CO1197                          SUPERSEDED SURVEY CONTROL
 CO1197
 CO1197  NAD 83(1992)-  32 08 45.51341(N)    088 16 10.54133(W) AD(       ) 3
 CO1197  NAD 83(1986)-  32 08 45.52142(N)    088 16 10.54601(W) AD(       ) 3
 CO1197  NAD 27      -  32 08 44.99400(N)    088 16 10.46800(W) AD(       ) 3
 CO1197
 CO1197.Superseded values are not recommended for survey control.
 CO1197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1197.See file dsdata.txt to determine how the superseded data were derived.
 CO1197
 CO1197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8026657322(NAD 83)
 CO1197_MARKER: DS = TRIANGULATION STATION DISK
 CO1197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1197
 CO1197  HISTORY     - Date     Condition        Report By
 CO1197  HISTORY     - 1956     MONUMENTED       CGS
 CO1197  HISTORY     - 1974     GOOD             USGS
 CO1197
 CO1197                          STATION DESCRIPTION
 CO1197
 CO1197'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1197'THE STATION IS ABOUT 5 MILES NORTHWEST OF BUTLER, 2 MILES
 CO1197'SOUTHEAST OF LISMAN ON A TIMBERED COVERED HILL 0.15 MILE
 CO1197'SOUTHWEST OF STATE HIGHWAY 10 ON PROPERTY OWNED BY MR. CLARENCE
 CO1197'DOROUGH.  IT IS AT THE NORTHEAST EDGE OF A SMALL CLEARING,
 CO1197'ABOUT 70 YDS. EAST OF AN OLD SAW MILL SITE, 36 FEET SOUTH OF
 CO1197'THE INTERSECTION OF A WOODS ROAD AND A DIM TRACK ROAD, 25 FEET
 CO1197'SOUTH OF A 6 INCH PINE TREE WITH A TRIANGLE BLAZE ON THE EAST SIDE,
 CO1197'23 FEET SOUTHWEST OF THE TRACK ROAD AND 6 FEET EAST OF A WHITE
 CO1197'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED BOUGE
 CO1197'1956.
 CO1197'
 CO1197'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 10 AND
 CO1197'A RAILROAD CROSSING AT THE SOUTHWEST EDGE OF LISMAN, GO SOUTHEAST
 CO1197'ON HIGHWAY 10 FOR 0.55 MILE TO THE AZIMUTH MARK ON THE LEFT.
 CO1197'CONTINUE SOUTHEAST ON HIGHWAY 10 FOR 1.7 MILES TO A NARROW
 CO1197'WOODS ROAD RIGHT.  TURN SHARP RIGHT AND GO NORTHWEST ON WOODS
 CO1197'ROAD FOR 0.25 MILE TO A FORK.  TAKE RIGHT FORK AND GO NORTH ON
 CO1197'WOODS ROAD FOR 0.3 MILE TO THE STATION ON THE LEFT.
 CO1197'
 CO1197'REFERENCE MARK 1 IS 30 FEET SOUTHWEST OF THE WOODS ROAD AND 7
 CO1197'FEET NORTHEAST OF THE DIM TRACK ROAD.  THE MARK IS FLUSH AND THE
 CO1197'DISK IS STAMPED BOUGE NO 1 1956.
 CO1197'
 CO1197'REFERENCE MARK 2 IS 78 FEET SOUTHWEST OF A WOODS ROAD, 29 FEET
 CO1197'NORTH OF A DIM TRACK ROAD AND 7 FEET SOUTHWEST OF A 6 INCH PINE
 CO1197'TREE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BOUGE NO 2
 CO1197'1956.
 CO1197'
 CO1197'THE AZIMUTH MARK IS AT THE EAST EDGE OF STATE HIGHWAY 10
 CO1197'RIGHT-OF-WAY, 76 FEET EAST OF THE CENTER OF THE HIGHWAY, 24 FEET
 CO1197'SOUTHEAST OF THE SOUTHEAST CORNER OF A WOOD BRIDGE, 12 FEET SOUTH
 CO1197'OF A TELEPHONE POLE, 2 FEET WEST OF A FENCE CORNER AND 2 FEET
 CO1197'SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK
 CO1197'IS STAMPED BOUGE 1956.  (NOTE, DUE TO TIMBER A 15 FOOT STAND
 CO1197'WOULD BE REQUIRED AT THE STATION MARK FOR THE AZIMUTH MARK TO
 CO1197'BE VISIBLE).
 CO1197'
 CO1197'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CO1197
 CO1197                          STATION RECOVERY (1974)
 CO1197
 CO1197'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 CO1197'STATION AND ALL SURFACE MARKS FOUND IN GOOD CONDITION
 CO1197'CONDITION AZ. MK. OBSCURED
 CO1197'
 CO1197'DISTANCES AND DIRECTIONS CHECKED OK
 CO1197'
 CO1197'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2208 ***********************************************************************
 CM2208  DESIGNATION -  BOUNDARY MON AL GA CHAMBERS CO
 CM2208  PID         -  CM2208
 CM2208  STATE/COUNTY-  AL/CHAMBERS
 CM2208  USGS QUAD   -  LANETT SOUTH (1984)
 CM2208
 CM2208                         *CURRENT SURVEY CONTROL
 CM2208  ___________________________________________________________________
 CM2208* NAD 83(1992)-  32 52 24.32548(N)    085 11 07.48813(W)     ADJUSTED  
 CM2208* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 CM2208  ___________________________________________________________________
 CM2208  LAPLACE CORR-           0.52  (seconds)                    DEFLEC99
 CM2208  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CM2208
 CM2208  HORZ ORDER  -  SECOND
 CM2208
 CM2208.The horizontal coordinates were established by classical geodetic methods
 CM2208.and adjusted by the National Geodetic Survey in September 1997..
 CM2208
 CM2208.The orthometric height was scaled from a topographic map.
 CM2208
 CM2208.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2208
 CM2208.The geoid height was determined by GEOID03.
 CM2208
 CM2208;                    North         East     Units Scale Factor Converg.
 CM2208;SPC AL E     -   263,344.147   260,634.624   MT  1.00000532   +0 21 06.1
 CM2208;SPC GA W     -   319,025.117   604,666.590   MT  1.00001203   -0 33 10.8
 CM2208;SPC GA W     - 1,046,668.24  1,983,810.30   sFT  1.00001203   -0 33 10.8
 CM2208;UTM  16      - 3,638,714.277   669,764.501   MT  0.99995537   +0 59 06.6
 CM2208
 CM2208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2208!SPC AL E     -   0.99997723  x   1.00000532  =   0.99998255
 CM2208!SPC GA W     -   0.99997723  x   1.00001203  =   0.99998926
 CM2208!UTM  16      -   0.99997723  x   0.99995537  =   0.99993260
 CM2208
 CM2208                          SUPERSEDED SURVEY CONTROL
 CM2208
 CM2208  NAD 83(1992)-  32 52 24.32540(N)    085 11 07.48933(W) AD(       ) 2
 CM2208  NAD 83(1986)-  32 52 24.33072(N)    085 11 07.48589(W) AD(       ) 2
 CM2208
 CM2208.Superseded values are not recommended for survey control.
 CM2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2208.See file dsdata.txt to determine how the superseded data were derived.
 CM2208
 CM2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6976538714(NAD 83)
 CM2208_MARKER: 71 = BOUNDARY MONUMENT
 CM2208
 CM2208  HISTORY     - Date     Condition        Report By
 CM2208  HISTORY     - 1941     FIRST OBSERVED   CGS
 CM2208  HISTORY     - 1954     GOOD             CGS
 CM2208  HISTORY     - 1986     GOOD             USPSQD
 CM2208
 CM2208                          STATION DESCRIPTION
 CM2208
 CM2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1954 (HAP)
 CM2208'THE GEORGIA-ALABAMA BOUNDARY MONUMENT IS ON THE NW SIDE OF U.S.
 CM2208'HIGHWAY 29.  IT IS A GRANITE MONUMENT, 3- BY 4- BY 5 FT. HIGH, WITH
 CM2208'A BEVELED EDGE FACING THE HIGHWAY, WITH A BRONZE PLAQUE INSCRIBED
 CM2208'JEFFERSON DAVIS HIGHWAY, ALABAMA-GEORGIA.  THE POINT MEASURED TO
 CM2208'AND OBSERVED UPON WAS THE CROSS BETWEEN THE NAMES OF THE STATES.
 CM2208
 CM2208                          STATION RECOVERY (1986)
 CM2208
 CM2208'RECOVERY NOTE BY US POWER SQUADRON 1986 (DTH)
 CM2208'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2211 ***********************************************************************
 EE2211  DESIGNATION -  BOUNDARY MON AL GA CHEROKEE CO
 EE2211  PID         -  EE2211
 EE2211  STATE/COUNTY-  AL/CHEROKEE
 EE2211  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE2211
 EE2211                         *CURRENT SURVEY CONTROL
 EE2211  ___________________________________________________________________
 EE2211* NAD 83(1992)-  34 05 01.20923(N)    085 25 18.73558(W)     ADJUSTED  
 EE2211* NAVD 88     -       219.     (meters)     719.     (feet)  SCALED    
 EE2211  ___________________________________________________________________
 EE2211  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 EE2211  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EE2211
 EE2211  HORZ ORDER  -  SECOND
 EE2211
 EE2211.The horizontal coordinates were established by classical geodetic methods
 EE2211.and adjusted by the National Geodetic Survey in December 1992..
 EE2211
 EE2211.The orthometric height was scaled from a topographic map.
 EE2211
 EE2211.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2211
 EE2211.The geoid height was determined by GEOID03.
 EE2211
 EE2211;                    North         East     Units Scale Factor Converg.
 EE2211;SPC AL E     -   397,461.081   237,974.153   MT  0.99997777   +0 13 50.1
 EE2211;SPC GA W     -   453,494.766   584,160.145   MT  1.00006536   -0 42 12.6
 EE2211;SPC GA W     - 1,487,840.74  1,916,532.08   sFT  1.00006536   -0 42 12.6
 EE2211;UTM  16      - 3,772,556.998   645,600.654   MT  0.99986133   +0 53 04.4
 EE2211
 EE2211!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2211!SPC AL E     -   0.99997015  x   0.99997777  =   0.99994792
 EE2211!SPC GA W     -   0.99997015  x   1.00006536  =   1.00003551
 EE2211!UTM  16      -   0.99997015  x   0.99986133  =   0.99983148
 EE2211
 EE2211                          SUPERSEDED SURVEY CONTROL
 EE2211
 EE2211  NAD 83(1986)-  34 05 01.21526(N)    085 25 18.73598(W) AD(       ) 2
 EE2211  NAD 27      -  34 05 00.86200(N)    085 25 18.89000(W) AD(       ) 2
 EE2211
 EE2211.Superseded values are not recommended for survey control.
 EE2211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2211.See file dsdata.txt to determine how the superseded data were derived.
 EE2211
 EE2211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4560172557(NAD 83)
 EE2211_MARKER: V = STONE MONUMENT
 EE2211_SETTING: 0 = UNSPECIFIED SETTING
 EE2211_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE2211
 EE2211  HISTORY     - Date     Condition        Report By
 EE2211  HISTORY     - 1941     MONUMENTED       CGS
 EE2211
 EE2211                          STATION DESCRIPTION
 EE2211
 EE2211'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 EE2211'THIS IS THE GEORGIA-ALABAMA BOUNDARY MARK ON U.S. HIGHWAY 411 ABOUT 5
 EE2211'MILES W OF CAVE SPRINGS, GEORGIA.  IT IS ON THE S SIDE OF THE
 EE2211'HIGHWAY AND IS A STONE SLAB ABOUT 5 FEET HIGH.  THE APPROXIMATE
 EE2211'CENTER WAS LOCATED.  THIS IS A TRAVERSE STATION LOCATED BY
 EE2211'DISTANCE AND DIRECTION FROM STATION BENCH MARK-K 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2630 ***********************************************************************
 DH2630  DESIGNATION -  BOX
 DH2630  PID         -  DH2630
 DH2630  STATE/COUNTY-  AL/PICKENS
 DH2630  USGS QUAD   -  KIRK (1970)
 DH2630
 DH2630                         *CURRENT SURVEY CONTROL
 DH2630  ___________________________________________________________________
 DH2630* NAD 83(1992)-  33 12 24.43274(N)    087 54 07.79596(W)     ADJUSTED  
 DH2630* NAVD 88     -       119.     (meters)     390.     (feet)  SCALED    
 DH2630  ___________________________________________________________________
 DH2630  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 DH2630  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DH2630
 DH2630  HORZ ORDER  -  SECOND
 DH2630
 DH2630.The horizontal coordinates were established by classical geodetic methods
 DH2630.and adjusted by the National Geodetic Survey in December 1992..
 DH2630
 DH2630.The orthometric height was scaled from a topographic map.
 DH2630
 DH2630.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2630
 DH2630.The geoid height was determined by GEOID03.
 DH2630
 DH2630;                    North         East     Units Scale Factor Converg.
 DH2630;SPC AL W     -   355,616.972   562,506.630   MT  0.99995066   -0 13 12.9
 DH2630;UTM  16      - 3,674,574.285   415,919.195   MT  0.99968716   -0 29 38.8
 DH2630
 DH2630!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2630!SPC AL W     -   0.99998584  x   0.99995066  =   0.99993650
 DH2630!UTM  16      -   0.99998584  x   0.99968716  =   0.99967301
 DH2630
 DH2630:                Primary Azimuth Mark                     Grid Az
 DH2630:SPC AL W     -  GORDO MUNICIPAL TANK                     001 10 21.1
 DH2630:UTM  16      -  GORDO MUNICIPAL TANK                     001 26 47.0
 DH2630
 DH2630|---------------------------------------------------------------------|
 DH2630| PID    Reference Object                     Distance      Geod. Az  |
 DH2630|                                                           dddmmss.s |
 DH2630| DH2636 GORDO MUNICIPAL TANK                APPROX.12.4 KM 0005708.2 |
 DH2630| CF9917 BOX RM 1                             21.660 METERS 29150     |
 DH2630| CF9916 BOX AZ MK                                          3560114.6 |
 DH2630| CF9918 BOX RM 2                             22.278 METERS 35916     |
 DH2630|---------------------------------------------------------------------|
 DH2630
 DH2630                          SUPERSEDED SURVEY CONTROL
 DH2630
 DH2630  NAD 83(1986)-  33 12 24.43884(N)    087 54 07.79843(W) AD(       ) 2
 DH2630  NAD 27      -  33 12 24.00700(N)    087 54 07.73100(W) AD(       ) 2
 DH2630
 DH2630.Superseded values are not recommended for survey control.
 DH2630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2630.See file dsdata.txt to determine how the superseded data were derived.
 DH2630
 DH2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1591974574(NAD 83)
 DH2630_MARKER: DS = TRIANGULATION STATION DISK
 DH2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2630
 DH2630  HISTORY     - Date     Condition        Report By
 DH2630  HISTORY     - 1955     MONUMENTED       CGS
 DH2630
 DH2630                          STATION DESCRIPTION
 DH2630
 DH2630'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DH2630'STATION IS LOCATED ON THE HIGHEST POINT OF A LOW HILL ABOUT 12
 DH2630'MILES SOUTHEAST OF CARROLLTON, ABOUT 8 MILES SOUTH OF GORDO AND ON
 DH2630'PROPERTY OWNED BY MRS. L.E. WOOD.  IT IS 23 FEET SOUTHWEST OF THE
 DH2630'CENTER OF A WOODS ROAD, 14 FEET SOUTHEAST OF AN 8 INCH PINE TREE
 DH2630'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 2 FEET NORTHWEST OF A
 DH2630'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 DH2630'BOX 1955.
 DH2630'
 DH2630'REFERENCE MARK NO. 1 IS 7 FEET SOUTHWEST OF AN 8 INCH GUM TREE
 DH2630'WITH A TRIANGLE BLAZE ON THE SOUTH SIDE AND 8 FEET SOUTHWEST OF
 DH2630'THE CENTER OF A WOODS ROAD.  THE MARK IS FLUSH AND THE DISK IS
 DH2630'STAMPED BOX NO 2 1955.
 DH2630'
 DH2630'AZIMUTH MARK IS 23 FEET WEST OF THE CENTER OF A GRAVEL ROAD, 3
 DH2630'FEET SOUTHEAST OF A WHITE WITNESS POST, 2 FEET WEST OF A FENCE LINE
 DH2630'AND 1 FOOT EAST OF A POWER LINE POLE.  THE MARK PROJECTS 2 INCHES
 DH2630'AND THE DISK IS STAMPED BOX 1955.  NOTE, CONSIDERABLE CLEARING
 DH2630'WILL BE NECESSARY TO MAKE THIS MARK V.G.
 DH2630'
 DH2630'TO REACH THE STATION FROM U.S. HIGHWAY 82 AND A RAILROAD OVERPASS
 DH2630'AT THE SOUTHWEST EDGE OF GORDO, GO EAST ON HIGHWAY 82 FOR 2.9
 DH2630'MILES TO A GRAVELED SIDE ROAD RIGHT, TURN RIGHT AND GO SOUTH FOR
 DH2630'2.1 MILES TO A SIDE ROAD RIGHT, TURN RIGHT AND GO WEST AND THEN
 DH2630'SOUTH ON GRAVEL ROAD FOR 1.9 MILES TO A T-INTERSECTION, TURN LEFT
 DH2630'AND GO SOUTHEAST ON GRAVEL ROAD FOR 2.2 MILES TO THE AZIMUTH
 DH2630'MARK ON THE RIGHT AS DESCRIBED.  CONTINUE SOUTH ON GRAVEL ROAD
 DH2630'FOR 0.6 MILE TO A WOODS ROAD RIGHT, TURN RIGHT AND GO
 DH2630'NORTHWEST, UP HILL, FOR 0.1 MILE TO THE HIGHEST POINT AND THE
 DH2630'STATION AS DESCRIBED.
 DH2630'
 DH2630'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2645 ***********************************************************************
 DH2645  DESIGNATION -  BOXES
 DH2645  PID         -  DH2645
 DH2645  STATE/COUNTY-  AL/FAYETTE
 DH2645  USGS QUAD   -  HUBBERTVILLE (1983)
 DH2645
 DH2645                         *CURRENT SURVEY CONTROL
 DH2645  ___________________________________________________________________
 DH2645* NAD 83(1992)-  33 48 10.05509(N)    087 38 27.10358(W)     ADJUSTED  
 DH2645* NAVD 88     -       236.     (meters)     774.     (feet)  SCALED    
 DH2645  ___________________________________________________________________
 DH2645  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DH2645  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DH2645
 DH2645  HORZ ORDER  -  THIRD
 DH2645
 DH2645.The horizontal coordinates were established by classical geodetic methods
 DH2645.and adjusted by the National Geodetic Survey in December 1992..
 DH2645
 DH2645.The orthometric height was scaled from a topographic map.
 DH2645
 DH2645.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2645
 DH2645.The geoid height was determined by GEOID03.
 DH2645
 DH2645;                    North         East     Units Scale Factor Converg.
 DH2645;SPC AL W     -   421,654.541   586,957.353   MT  0.99993543   -0 04 42.1
 DH2645;UTM  16      - 3,740,474.983   440,680.886   MT  0.99964338   -0 21 23.6
 DH2645
 DH2645!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2645!SPC AL W     -   0.99996728  x   0.99993543  =   0.99990271
 DH2645!UTM  16      -   0.99996728  x   0.99964338  =   0.99961067
 DH2645
 DH2645|---------------------------------------------------------------------|
 DH2645| PID    Reference Object                     Distance      Geod. Az  |
 DH2645|                                                           dddmmss.s |
 DH2645| CF9922 BOXES RM 1                           16.328 METERS 11702     |
 DH2645| DH2657 PHILA                               APPROX. 6.4 KM 1825656.9 |
 DH2645| CF9923 BOXES RM 2                           13.280 METERS 22357     |
 DH2645|---------------------------------------------------------------------|
 DH2645
 DH2645                          SUPERSEDED SURVEY CONTROL
 DH2645
 DH2645  NAD 83(1986)-  33 48 10.06144(N)    087 38 27.10065(W) AD(       ) 3
 DH2645  NAD 27      -  33 48 09.67300(N)    087 38 27.04600(W) AD(       ) 3
 DH2645
 DH2645.Superseded values are not recommended for survey control.
 DH2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2645.See file dsdata.txt to determine how the superseded data were derived.
 DH2645
 DH2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4068140475(NAD 83)
 DH2645_MARKER: DS = TRIANGULATION STATION DISK
 DH2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2645_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2645
 DH2645  HISTORY     - Date     Condition        Report By
 DH2645  HISTORY     - 1950     MONUMENTED       CGS
 DH2645
 DH2645                          STATION DESCRIPTION
 DH2645
 DH2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2645'STATION IS ABOUT 10 MILES NORTH OF BANKSTON, ON A PROMINENT
 DH2645'TIMBERED HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY
 DH2645'AND OWNED BY CLAUDE MCDONALD.  IT IS 35 FEET SOUTH OF THE SOUTH
 DH2645'END OF A CULTIVATED FIELD.
 DH2645'
 DH2645'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BANKSTON, GO EAST
 DH2645'AND NORTH 2.2 MILES TO A FORK, CONTINUE NORTH 0.3 MILE TO A T-ROAD,
 DH2645'CONTINUE NORTH 1.0 MILE TO A FORK, BEAR LEFT, CONTINUE NORTH 1.3
 DH2645'MILES TO A FORK, BEAR RIGHT, GO WESTERLY 1.4 MILES TO A FORK, BEAR
 DH2645'LEFT, GO NORTH 0.3 MILE TO A FORK, BEAR LEFT, CONTINUE NORTH 0.5
 DH2645'MILE TO A FORK, BEAR RIGHT, GO NORTH 0.6 MILE TO A FORK, BEAR
 DH2645'LEFT, GO NORTH 0.5 MILE TO A FORK, BEAR LEFT, CONTINUE NORTH 2.0
 DH2645'MILES TO A FORK, BEAR RIGHT, GO EAST AND SOUTHEAST 1.4 MILES TO
 DH2645'MCDONALDS HOUSE AND STORE AND A FORK, BEAR RIGHT, GO EAST AND
 DH2645'SOUTH 0.2 MILE TO THE STATION.
 DH2645'
 DH2645'STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BOXES 1950.
 DH2645'
 DH2645'REFERENCE MARK NO.1 IS FLUSH WITH THE SURFACE OF THE GROUND AND
 DH2645'THE DISK IS STAMPED BOXES NO 1 1950.
 DH2645'
 DH2645'REFERENCE MARK NO. 2 PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DH2645'BOXES NO 2 1950.
 DH2645'
 DH2645'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DH2645'
 DH2645'REFERENCE MARK NO. 1 AND 2 ARE STANDARD DISKS SET IN THE TOPS OF
 DH2645'12-INCH SQUARE CONCRETE POSTS.  THE STATION MARK IS A STANDARD
 DH2645'DISK SET IN THE TOP OF A 12-INCH CONCRETE CYLINDER.
 DH2645'
 DH2645'HIGHT OF LIGHT ABOVE STATION MARK 5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3102 ***********************************************************************
 CN3102  DESIGNATION -  BOYCE
 CN3102  PID         -  CN3102
 CN3102  STATE/COUNTY-  AL/GREENE
 CN3102  USGS QUAD   -  UNION (1980)
 CN3102
 CN3102                         *CURRENT SURVEY CONTROL
 CN3102  ___________________________________________________________________
 CN3102* NAD 83(1992)-  32 54 04.14167(N)    087 58 12.76156(W)     ADJUSTED  
 CN3102* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 CN3102  ___________________________________________________________________
 CN3102  LAPLACE CORR-          -0.26  (seconds)                    DEFLEC99
 CN3102  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CN3102
 CN3102  HORZ ORDER  -  THIRD
 CN3102
 CN3102.The horizontal coordinates were established by classical geodetic methods
 CN3102.and adjusted by the National Geodetic Survey in May 1994..
 CN3102
 CN3102.The orthometric height was scaled from a topographic map.
 CN3102
 CN3102.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3102
 CN3102.The geoid height was determined by GEOID03.
 CN3102
 CN3102;                    North         East     Units Scale Factor Converg.
 CN3102;SPC AL W     -   321,748.482   556,011.013   MT  0.99995718   -0 15 19.5
 CN3102;UTM  16      - 3,640,745.883   409,264.158   MT  0.99970151   -0 31 37.4
 CN3102
 CN3102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3102!SPC AL W     -   0.99999452  x   0.99995718  =   0.99995170
 CN3102!UTM  16      -   0.99999452  x   0.99970151  =   0.99969603
 CN3102
 CN3102|---------------------------------------------------------------------|
 CN3102| PID    Reference Object                     Distance      Geod. Az  |
 CN3102|                                                           dddmmss.s |
 CN3102| CF9925 BOYCE RM 1                           30.903 METERS 06710     |
 CN3102| CF9926 BOYCE RM 2                           26.120 METERS 12937     |
 CN3102| CF9924 BOYCE AZ MK                                        3101546.3 |
 CN3102|---------------------------------------------------------------------|
 CN3102
 CN3102                          SUPERSEDED SURVEY CONTROL
 CN3102
 CN3102  NAD 83(1992)-  32 54 04.14238(N)    087 58 12.76312(W) AD(       ) 3
 CN3102  NAD 83(1986)-  32 54 04.14860(N)    087 58 12.76580(W) AD(       ) 3
 CN3102  NAD 27      -  32 54 03.68800(N)    087 58 12.69600(W) AD(       ) 3
 CN3102
 CN3102.Superseded values are not recommended for survey control.
 CN3102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3102.See file dsdata.txt to determine how the superseded data were derived.
 CN3102
 CN3102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0926440746(NAD 83)
 CN3102_MARKER: DS = TRIANGULATION STATION DISK
 CN3102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3102
 CN3102  HISTORY     - Date     Condition        Report By
 CN3102  HISTORY     - 1955     MONUMENTED       CGS
 CN3102
 CN3102                          STATION DESCRIPTION
 CN3102
 CN3102'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CN3102'STATION IS LOCATED ABOUT 6 MILES NORTHWEST OF EUTAW AND ABOUT
 CN3102'2 MILES SOUTHEAST OF CLINTON AND IS ON THE PROPERTY OF C.S. BOYCE.
 CN3102'IT IS 130 FEET SOUTH OF THE SOUTHEAST CORNER OF A HOUSE, 87 FEET
 CN3102'SOUTHWEST OF A 36 INCH OAK TREE AND 59 FEET NORTH OF THE CENTER
 CN3102'OF STATE HIGHWAY 40.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 CN3102'BOYCE 1955.
 CN3102'
 CN3102'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF A 36 INCH OAK TREE,
 CN3102'10 FEET SOUTHEAST OF THE CENTER OF A DRIVEWAY AND 3 FEET NORTHWEST
 CN3102'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED BOYCE
 CN3102'NO 1 1955.
 CN3102'
 CN3102'REFERENCE MARK NO. 2 IS 61 FEET SOUTH OF A 36 INCH OAK TREE AND
 CN3102'48 FEET NORTH OF THE CENTER OF THE HIGHWAY.  THE MARK IS
 CN3102'FLUSH AND THE DISK IS STAMPED BOYCE NO 2 1955.
 CN3102'
 CN3102'AZIMUTH MARK IS 58 FEET NORTHEAST OF INTERSECTION OF STATE
 CN3102'HIGHWAY 40 AND GRAVEL ROAD NORTHEAST, 6 FEET SOUTH OF A POWER LINE
 CN3102'POLE, 2 FEET NORTH OF A WHITE WITNESS POST AND 1 FOOT NORTHWEST OF
 CN3102'A FENCE LINE.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK
 CN3102'IS STAMPED BOYCE 1955.
 CN3102'
 CN3102'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39 AND 40
 CN3102'IN CLINTON GO SOUTHEAST ON STATE HIGHWAY 40 FOR 1.25 MILES TO THE
 CN3102'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE SOUTHEAST ON
 CN3102'THE HIGHWAY FOR 0.25 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 CN3102'
 CN3102'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1170 ***********************************************************************
 CO1170  DESIGNATION -  BOYD
 CO1170  PID         -  CO1170
 CO1170  STATE/COUNTY-  AL/SUMTER
 CO1170  USGS QUAD   -  BOYD (1987)
 CO1170
 CO1170                         *CURRENT SURVEY CONTROL
 CO1170  ___________________________________________________________________
 CO1170* NAD 83(1992)-  32 37 07.64334(N)    088 18 20.94388(W)     ADJUSTED  
 CO1170* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 CO1170  ___________________________________________________________________
 CO1170  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 CO1170  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CO1170
 CO1170  HORZ ORDER  -  THIRD
 CO1170
 CO1170.The horizontal coordinates were established by classical geodetic methods
 CO1170.and adjusted by the National Geodetic Survey in May 1994..
 CO1170
 CO1170.The orthometric height was scaled from a topographic map.
 CO1170
 CO1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1170
 CO1170.The geoid height was determined by GEOID03.
 CO1170
 CO1170;                    North         East     Units Scale Factor Converg.
 CO1170;SPC AL W     -   290,625.345   524,375.557   MT  1.00000383   -0 26 03.8
 CO1170;SPC MS E     -   345,887.711   349,506.753   MT  0.99998021   +0 17 03.7
 CO1170;SPC MS E     - 1,134,799.93  1,146,673.41   sFT  0.99998021   +0 17 03.7
 CO1170;UTM  16      - 3,609,779.856   377,489.600   MT  0.99978507   -0 42 14.3
 CO1170
 CO1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1170!SPC AL W     -   0.99999620  x   1.00000383  =   1.00000003
 CO1170!SPC MS E     -   0.99999620  x   0.99998021  =   0.99997641
 CO1170!UTM  16      -   0.99999620  x   0.99978507  =   0.99978127
 CO1170
 CO1170:                Primary Azimuth Mark                     Grid Az
 CO1170:SPC AL W     -  BOYD AZ MK                               111 23 54.0
 CO1170:SPC MS E     -  BOYD AZ MK                               110 40 46.5
 CO1170:UTM  16      -  BOYD AZ MK                               111 40 04.5
 CO1170
 CO1170|---------------------------------------------------------------------|
 CO1170| PID    Reference Object                     Distance      Geod. Az  |
 CO1170|                                                           dddmmss.s |
 CO1170| CF9927 BOYD AZ MK                                         1105750.2 |
 CO1170| CF9928 BOYD RM 1                             7.283 METERS 20725     |
 CO1170| CF9929 BOYD RM 2                            10.978 METERS 32303     |
 CO1170|---------------------------------------------------------------------|
 CO1170
 CO1170                          SUPERSEDED SURVEY CONTROL
 CO1170
 CO1170  NAD 83(1992)-  32 37 07.64847(N)    088 18 20.94458(W) AD(       ) 3
 CO1170  NAD 83(1986)-  32 37 07.65325(N)    088 18 20.94692(W) AD(       ) 3
 CO1170  NAD 27      -  32 37 07.16600(N)    088 18 20.84100(W) AD(       ) 3
 CO1170
 CO1170.Superseded values are not recommended for survey control.
 CO1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1170.See file dsdata.txt to determine how the superseded data were derived.
 CO1170
 CO1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7749009780(NAD 83)
 CO1170_MARKER: DS = TRIANGULATION STATION DISK
 CO1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1170
 CO1170  HISTORY     - Date     Condition        Report By
 CO1170  HISTORY     - 1955     MONUMENTED       CGS
 CO1170
 CO1170                          STATION DESCRIPTION
 CO1170
 CO1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1170'STATION IS LOCATED ABOUT 8-1/2 MILES NORTH OF YORK ON A HIGH BANK
 CO1170'WEST OF STATE HIGHWAY 17 AND IS IN THE SETTLEMENT OF BOYD
 CO1170'ON PROPERTY OWNED BY ROBERT J. DAIL.  IT IS 131 FEET WEST OF
 CO1170'THE CENTER OF HIGHWAY 17, 109 FEET NORTHEAST OF THE NORTHEAST
 CO1170'CORNER OF A FRAME HOUSE, 20 FEET NORTH OF A 48 INCH OAK TREE AND
 CO1170'2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 CO1170'THE DISK IS STAMPED BOYD 1955.
 CO1170'
 CO1170'REFERENCE MARK NO. 1 IS 9 FEET WEST OF THE 48 INCH OAK TREE.  THE
 CO1170'MARK IS FLUSH AND THE DISK IS STAMPED BOYD NO 1 1955.
 CO1170'
 CO1170'REFERENCE MARK NO. 2 IS 38 FEET EAST OF A 6 INCH CHERRY TREE.
 CO1170'THE MARK IS FLUSH AND THE DISK IS STAMPED BOYD NO 2 1955.
 CO1170'
 CO1170'AZIMUTH MARK IS 79 FEET WEST OF THE WEST RAIL OF A RAILROAD
 CO1170'TRACK, 42 FEET SOUTHEAST OF A DIRT CROSSROAD, 9 FEET SOUTH
 CO1170'OF THE CENTER OF A DIRT ROAD AND 1 FOOT WEST OF A WHITE
 CO1170'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 CO1170'BOYD 1955.
 CO1170'
 CO1170'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND 80
 CO1170'AND STATE HIGHWAY 17 IN YORK, GO NORTH ON HIGHWAY 17 FOR 9.1
 CO1170'MILES TO A PAVED SIDE ROAD LEFT IN THE SETTLEMENT OF BOYD,
 CO1170'CONTINUE NORTH ON HIGHWAY 17 FOR 0.05 MILE TO THE STATION ON
 CO1170'THE LEFT ON TOP OF HIGH BANK AS DESCRIBED.
 CO1170'
 CO1170'TO REACH THE AZIMUTH MARK FROM HIGHWAY 17 AND THE PAVED ROAD
 CO1170'WEST IN BOYD, GO NORTH ON HIGHWAY 17 FOR ABOUT 100 FEET TO A SIDE
 CO1170'ROAD RIGHT, TURN RIGHT AND GO EAST ON DIRT ROAD FOR 0.2 MILE
 CO1170'TO A SIDE ROAD RIGHT, THIS ROAD IS BETWEEN TWO TALL FRAME
 CO1170'BUILDINGS, TURN RIGHT AND GO SOUTH ON DIRT ROAD FOR 0.1 MILE
 CO1170'TO A DIRT CROSSROAD AND THE AZIMUTH MARK SOUTHEAST IN THE
 CO1170'SOUTHEAST ANGLE AS DESCRIBED.
 CO1170'
 CO1170'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1429 ***********************************************************************
 BV1429  DESIGNATION -  BOYKIN
 BV1429  PID         -  BV1429
 BV1429  STATE/COUNTY-  AL/WASHINGTON
 BV1429  USGS QUAD   -  AQUILLA (1974)
 BV1429
 BV1429                         *CURRENT SURVEY CONTROL
 BV1429  ___________________________________________________________________
 BV1429* NAD 83(1992)-  31 38 29.64299(N)    088 27 33.00474(W)     ADJUSTED  
 BV1429* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 BV1429  ___________________________________________________________________
 BV1429  LAPLACE CORR-          -2.00  (seconds)                    DEFLEC99
 BV1429  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BV1429
 BV1429  HORZ ORDER  -  SECOND
 BV1429
 BV1429.The horizontal coordinates were established by classical geodetic methods
 BV1429.and adjusted by the National Geodetic Survey in May 1994..
 BV1429
 BV1429.The orthometric height was scaled from a topographic map.
 BV1429
 BV1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1429
 BV1429.The geoid height was determined by GEOID03.
 BV1429
 BV1429;                    North         East     Units Scale Factor Converg.
 BV1429;SPC AL W     -   182,382.120   509,018.532   MT  1.00003539   -0 30 11.6
 BV1429;SPC MS E     -   237,467.767   335,491.249   MT  0.99996553   +0 11 46.6
 BV1429;SPC MS E     -   779,092.17  1,100,690.87   sFT  0.99996553   +0 11 46.6
 BV1429;UTM  16      - 3,501,631.704   361,633.537   MT  0.99983613   -0 45 56.2
 BV1429
 BV1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1429!SPC AL W     -   0.99999139  x   1.00003539  =   1.00002677
 BV1429!SPC MS E     -   0.99999139  x   0.99996553  =   0.99995692
 BV1429!UTM  16      -   0.99999139  x   0.99983613  =   0.99982752
 BV1429
 BV1429|---------------------------------------------------------------------|
 BV1429| PID    Reference Object                     Distance      Geod. Az  |
 BV1429|                                                           dddmmss.s |
 BV1429| CF9930 BOYKIN RM 1                          31.465 METERS 06944     |
 BV1429| BV1426 WOOD                                APPROX.12.2 KM 1581006.1 |
 BV1429| CF9931 BOYKIN RM 2                          29.182 METERS 31031     |
 BV1429|---------------------------------------------------------------------|
 BV1429
 BV1429                          SUPERSEDED SURVEY CONTROL
 BV1429
 BV1429  NAD 83(1992)-  31 38 29.64744(N)    088 27 33.00353(W) AD(       ) 2
 BV1429  NAD 83(1986)-  31 38 29.65713(N)    088 27 33.00706(W) AD(       ) 2
 BV1429  NAD 27      -  31 38 29.06500(N)    088 27 32.92700(W) AD(       ) 2
 BV1429
 BV1429.Superseded values are not recommended for survey control.
 BV1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1429.See file dsdata.txt to determine how the superseded data were derived.
 BV1429
 BV1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6163401632(NAD 83)
 BV1429_MARKER: DS = TRIANGULATION STATION DISK
 BV1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1429
 BV1429  HISTORY     - Date     Condition        Report By
 BV1429  HISTORY     - 1939     MONUMENTED       CGS
 BV1429  HISTORY     - 1974     MARK NOT FOUND   USGS
 BV1429  HISTORY     - 1975     GOOD             NGS
 BV1429
 BV1429                          STATION DESCRIPTION
 BV1429
 BV1429'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1429'STATION IS LOCATED ON A PINE COVERED HILL ABOUT 0.1 MILE E OF THE
 BV1429'ALABAMA-MISSISSIPPI STATE LINE. IN THE S SIDE OF THE CENTER OF SEC.
 BV1429'23, T 8 N, R 5 W. IT IS ABOUT 1/4 MILE NE OF THE HOUSE OCCUPIED BY
 BV1429'ELIE HAYFIELD AND ABOUT 1/2 MILE N OF THE HOME OF MR. J.S.
 BV1429'RUNNELS.  THE LAND IS OWNED BY MR. T.S. BOYKIN OF WAYNESBORO,
 BV1429'MISSISSIPPI. THE MARK PROJECTS 6 INCHES ABOVE THE
 BV1429'GROUND AND IS STAMPED BOYKIN 1939.
 BV1429'
 BV1429'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BV1429'SET IN CONCRETE.
 BV1429'
 BV1429'REFERENCE MARK NO. 1 IS 103.23 FEET NE OF THE STATION AND 44 FEET W
 BV1429'OF THE CENTER OF THE WOODS ROAD. THE MARK PROJECTS 6
 BV1429'INCHES ABOVE THE GROUND AND IS STAMPED BOYKIN NO. 1 1939.
 BV1429'
 BV1429'REFERENCE MARK NO. 2 IS 95.74 FEET NW OF THE STATION. THE MARK
 BV1429'PROJECTS 6 INCHES ABOVE THE GROUND AND IS STAMPED BOYKIN NO.
 BV1429'2 1939.
 BV1429'
 BV1429'NO AZIMUTH MARK WAS SET BECAUSE OF DENSE PINE TIMBER WHICH COVERS
 BV1429'THE ENTIRE AREA.
 BV1429'
 BV1429'TO REACH THE STATION FROM THE POST OFFICE IN WAYNESBORO, DRIVE S 0.05
 BV1429'MILE TO THE FIRST CROSS STREET, THEN TURN LEFT AND DRIVE E OUT OF
 BV1429'TOWN FOR 2.05 MILES TO A ROAD TO THE LEFT, THEN KEEP STRAIGHT AHEAD
 BV1429'FOR 0.8 MILE TO A FORK, THEN TAKE THE RIGHT FORK AT A SIGN
 BV1429'DENHAM-5 AND DRIVE 2.1 MILES TO A CROSS ROAD, THEN KEEP STRAIGHT
 BV1429'AHEAD 3.4 MILES TO A CROSS ROAD AT THE COUNTRY STORE AND GULF
 BV1429'GAS PUMP AT THE SETTLEMENT OF DENHAM, THEN TURN LEFT AND DRIVE 0.4
 BV1429'MILE (CROSSING A STEEL TRUSS BRIDGE) TO A FORK, THEN TAKE THE
 BV1429'RIGHT FORK AND DRIVE 2.4 MILES TO ANOTHER FORK, THEN TAKE THE
 BV1429'LEFT FORK AND CONTINUE E FOR 0.55 MILE TO A FORK JUST BEYOND A
 BV1429'CHURCH, THEN TAKE THE LEFT FORK AND DRIVE 2.0 MILES TO MR. J.S.
 BV1429'RUNNELS HOME ON THE RIGHT, THEN CONTINUE N 0.1 MILE TO A FORK, THEN
 BV1429'TAKE THE LEFT FORK AND DRIVE 0.25 MILE TO A FORK IN A GULLY,
 BV1429'THEN DRIVE UP THE LEFT FORK 0.2 MILE TO THE TOP OF THE HILL AND THE
 BV1429'STATION 35 PACES W OF THE ROAD.
 BV1429'
 BV1429'A 77-FOOT TOWER AT BOYKIN WILL CLEAR ALL LINES.
 BV1429'
 BV1429'NO AZIMUTH MARK
 BV1429'
 BV1429'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BV1429
 BV1429                          STATION RECOVERY (1974)
 BV1429
 BV1429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (CDL)
 BV1429'ABOUT 45 MINUTES WAS SPENT SEARCHING FOR THIS MARK, MARK WAS NOT
 BV1429'FOUND. REFERENCE MARKS 1 AND 2 WERE BOTH FOUND.
 BV1429
 BV1429                          STATION RECOVERY (1975)
 BV1429
 BV1429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 BV1429'THE STATION WAS VISITED 2-14-75 AND ALL MARKS WERE FOUND IN GOOD
 BV1429'CONDITION. THE STATION WAS NOT OCCUPIED AT THIS DATE. A NEW
 BV1429'DESCRIPTION FOLLOWS--
 BV1429'
 BV1429'THE STATION IS LOCATED ON A PINE COVERED KNOLL ABOUT 0.2 MILE EAST
 BV1429'OF THE ALABAMA-MISSISSIPPI STATE LINE, IN THE SOUTH 1/2 OF SECTION
 BV1429'23, T 8N, R 5W, 0.3 MILE NORTH OF THE HOME OF PAUL BEASLEY AND ON
 BV1429'PROPERTY OF THE BOYKINS HEIRS.
 BV1429'
 BV1429'TO REACH FROM THE POST OFFICE IN BUCKATUNNA, GO EAST ON A PAVED ROAD
 BV1429'FOR 0.1 MILE TO JUNCTION U.S. HIGHWAY 45. CONTINUE EAST ON A PAVED
 BV1429'ROAD CROSSING HIGHWAY FOR 0.1 MILE TO A T-ROAD JUNCTION. TURN LEFT
 BV1429'AND GO NORTH ON A PAVED ROAD FOR 0.15 MILE TO A PAVED SIDE ROAD ON
 BV1429'THE RIGHT AT BUCKATUNNA BAPTIST CHURCH ON THE LEFT. TURN RIGHT
 BV1429'AND FOLLOW THE PAVED ROAD NORTHEASTERLY FOR 4.9 MILES TO A PAVED
 BV1429'SIDE ROAD ON THE LEFT. TURN LEFT AND GO NORTHWESTERLY ON A PAVED
 BV1429'ROAD FOR 3.15 MILES TO A GRADED SIDE ROAD ON THE RIGHT JUST
 BV1429'BEFORE REACHING A CHURCH ON THE RIGHT. TURN RIGHT AND FOLLOW
 BV1429'THE MAIN GRADED ROAD NORTHEASTERLY FOR 0.2 MILE TO A WOODEN BRIDGE
 BV1429'OVER A SMALL STREAM. CONTINUE AHEAD ON A GRADED ROAD FOR 0.4
 BV1429'MILE TO A SMALL KNOLL AND THE STATION ON THE LEFT.
 BV1429'
 BV1429'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 BV1429'BOYKIN 1938 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 3
 BV1429'INCHES.  IT IS ON THE HIGHEST PART OF A WOODEN KNOLL, 124 FEET WEST
 BV1429'OF THE CENTER OF A GRADED ROAD, 58.5 FEET SOUTHWEST OF A 12 INCH
 BV1429'OAK TREE, 50.5 FEET SOUTHEAST OF A 12 INCH OAK TREE, 29 FEET
 BV1429'NORTHWEST OF AN 8 INCH OAK TREE AND 1 FOOT WEST OF A METAL
 BV1429'WITNESS POST AND SIGN.
 BV1429'
 BV1429'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED BOYKIN
 BV1429'NO 1 1939 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES.
 BV1429'IT IS 103.23 FEET NORTHEAST OF THE STATION MARK, 38.5 FEET WEST OF
 BV1429'THE CENTER OF A GRADED ROAD, 13 FEET SOUTHEAST OF A SMALL RED OAK
 BV1429'TREE AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.
 BV1429'
 BV1429'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED BOYKIN
 BV1429'NO 2 1939, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 8 INCHES.
 BV1429'IT IS 95.74 FEET NORTHWEST OF THE STATION MARK, 49 FEET WEST-
 BV1429'NORTHWEST OF A 14 INCH OAK TREE, 25.5 FEET NORTH-NORTHWEST OF A
 BV1429'SMALL LONE DOGWOOD TREE AND 1 FOOT WEST OF A METAL WITNESS POST AND
 BV1429'SIGN.
 BV1429'
 BV1429'NO AZIMUTH MARK WAS SET FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1199 ***********************************************************************
 CO1199  DESIGNATION -  BOYKIN
 CO1199  PID         -  CO1199
 CO1199  STATE/COUNTY-  AL/CHOCTAW
 CO1199  USGS QUAD   -  LAND (1974)
 CO1199
 CO1199                         *CURRENT SURVEY CONTROL
 CO1199  ___________________________________________________________________
 CO1199* NAD 83(1992)-  32 03 49.47901(N)    088 22 07.39922(W)     ADJUSTED  
 CO1199* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 CO1199  ___________________________________________________________________
 CO1199  LAPLACE CORR-          -0.03  (seconds)                    DEFLEC99
 CO1199  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CO1199
 CO1199  HORZ ORDER  -  SECOND
 CO1199
 CO1199.The horizontal coordinates were established by classical geodetic methods
 CO1199.and adjusted by the National Geodetic Survey in May 1994..
 CO1199
 CO1199.The orthometric height was scaled from a topographic map.
 CO1199
 CO1199.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1199
 CO1199.The geoid height was determined by GEOID03.
 CO1199
 CO1199;                    North         East     Units Scale Factor Converg.
 CO1199;SPC AL W     -   229,122.339   517,972.658   MT  1.00001628   -0 27 40.3
 CO1199;SPC MS E     -   284,311.796   343,870.201   MT  0.99997373   +0 14 47.9
 CO1199;SPC MS E     -   932,779.62  1,128,180.82   sFT  0.99997373   +0 14 47.9
 CO1199;UTM  16      - 3,548,320.611   370,801.011   MT  0.99980586   -0 43 36.1
 CO1199
 CO1199!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1199!SPC AL W     -   0.99998155  x   1.00001628  =   0.99999783
 CO1199!SPC MS E     -   0.99998155  x   0.99997373  =   0.99995528
 CO1199!UTM  16      -   0.99998155  x   0.99980586  =   0.99978742
 CO1199
 CO1199:                Primary Azimuth Mark                     Grid Az
 CO1199:SPC AL W     -  BOYKIN AZ MK                             189 15 22.3
 CO1199:SPC MS E     -  BOYKIN AZ MK                             188 32 54.1
 CO1199:UTM  16      -  BOYKIN AZ MK                             189 31 18.1
 CO1199
 CO1199|---------------------------------------------------------------------|
 CO1199| PID    Reference Object                     Distance      Geod. Az  |
 CO1199|                                                           dddmmss.s |
 CO1199| CF9932 BOYKIN AZ MK                                       1884742.0 |
 CO1199| CF9933 BOYKIN RM 1                          26.904 METERS 20817     |
 CO1199| CO1204 PINE                                APPROX. 9.4 KM 2433911.6 |
 CO1199| CF9934 BOYKIN RM 2                          32.226 METERS 29126     |
 CO1199|---------------------------------------------------------------------|
 CO1199
 CO1199                          SUPERSEDED SURVEY CONTROL
 CO1199
 CO1199  NAD 83(1992)-  32 03 49.48412(N)    088 22 07.39929(W) AD(       ) 2
 CO1199  NAD 83(1986)-  32 03 49.49235(N)    088 22 07.40275(W) AD(       ) 2
 CO1199  NAD 27      -  32 03 48.96000(N)    088 22 07.30700(W) AD(       ) 2
 CO1199
 CO1199.Superseded values are not recommended for survey control.
 CO1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1199.See file dsdata.txt to determine how the superseded data were derived.
 CO1199
 CO1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7080148321(NAD 83)
 CO1199_MARKER: DS = TRIANGULATION STATION DISK
 CO1199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1199
 CO1199  HISTORY     - Date     Condition        Report By
 CO1199  HISTORY     - 1956     MONUMENTED       CGS
 CO1199  HISTORY     - 1974     GOOD             USGS
 CO1199
 CO1199                          STATION DESCRIPTION
 CO1199
 CO1199'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1199'THE STATION IS ABOUT 11 MILES NORTH NORTHWEST OF TOXEY, 9 MILES
 CO1199'WEST SOUTHWEST OF BUTLER AND IS ON PROPERTY OWNED BY MR. SLATER
 CO1199'BOYKIN.  IT IS 89 FEET WEST OF THE INTERSECTION OF A GRADED DIRT
 CO1199'ROAD AND A NARROW DIRT ROAD, 73 FEET NORTHWEST OF THE CENTER OF
 CO1199'THE GRADED ROAD, 71 FEET NORTHEAST OF THE NORTHEAST CORNER OF A
 CO1199'FRAME HOUSE, 49 FEET SOUTH OF THE CENTER OF THE NARROW DIRT ROAD
 CO1199'AND 16 FEET WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS 2
 CO1199'INCHES AND THE DISK IS STAMPED BOYKIN 1956.
 CO1199'
 CO1199'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, GO SOUTH ON
 CO1199'STATE HIGHWAY 17 FOR 0.15 MILE TO THE JUNCTION WITH CHOCTAW
 CO1199'COUNTY HIGHWAY 24.  TURN RIGHT AND GO WEST AND NORTHWEST ON
 CO1199'HIGHWAY 24 FOR 7.1 MILES TO THE JUNCTION WITH CHOCTAW COUNTY
 CO1199'HIGHWAY 9.  TURN LEFT AND GO WEST AND SOUTH ON HIGHWAY 9 FOR
 CO1199'5.65 MILES TO A GRADED SIDE ROAD LEFT.  THIS IS JUST BEFORE
 CO1199'REACHING A SMALL STORE ON THE RIGHT.  TURN LEFT AND GO SOUTH ON
 CO1199'GRADED ROAD FOR 0.4 MILE TO A FORK.  TAKE RIGHT FORK AND GO
 CO1199'SOUTH FOR 0.5 MILE TO A FORK.  TAKE RIGHT FORK AND GO SOUTHWEST
 CO1199'FOR 0.15 MILE TO A NARROW SIDE ROAD RIGHT AND THE STATION
 CO1199'WEST OF THE INTERSECTION AS DESCRIBED.
 CO1199'
 CO1199'TO REACH AZIMUTH MARK FROM THE STATION, GO SOUTH ON GRADED ROAD
 CO1199'FOR 0.3 MILE TO A NARROW WOODS ROAD LEFT.  TURN LEFT AND GO EAST
 CO1199'ON WOODS ROAD FOR 0.05 MILE TO THE MARK ON THE RIGHT.
 CO1199'
 CO1199'REFERENCE MARK 1 IS 60 FEET NORTHWEST OF THE CENTER OF THE
 CO1199'GRADED ROAD, 48 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CO1199'FRAME HOUSE AND 2 FEET SOUTHEAST OF A POWER LINE POLE.  THE
 CO1199'MARK IS FLUSH AND THE DISK IS STAMPED BOYKIN NO 1 1956.
 CO1199'
 CO1199'REFERENCE MARK 2 IS 55 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CO1199'THE FRAME HOUSE AND 5 FEET EAST OF A FENCE CORNER.  THE MARK IS
 CO1199'FLUSH AND THE DISK IS STAMPED BOYKIN NO 2 1956.
 CO1199'
 CO1199'THE AZIMUTH MARK IS 66 FEET SOUTH OF THE CENTER OF THE WOODS
 CO1199'ROAD, 10 FEET WEST OF A 10 INCH OAK TREE, 2 FEET EAST OF A WHITE
 CO1199'WITNESS POST AND 1 FOOT NORTH OF A FENCE LINE.  THE MARK PROJECTS
 CO1199'6 INCHES AND THE DISK IS STAMPED BOYKIN 1956.
 CO1199'
 CO1199'HEIGHT OF LIGHT ABOVE STATION 30 METERS.
 CO1199
 CO1199                          STATION RECOVERY (1974)
 CO1199
 CO1199'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 CO1199'STATION AND ALL SURFACE MARKS FOUND IN GOOD
 CO1199'CONDITION AZ. MK. OBSCURED
 CO1199'
 CO1199'DISTANCES AND DIRECTIONS CHECKED OK
 CO1199'
 CO1199'DESCRIPTION IS ADEQUATE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3106 ***********************************************************************
 CN3106  DESIGNATION -  BOYPORT
 CN3106  PID         -  CN3106
 CN3106  STATE/COUNTY-  AL/MARENGO
 CN3106  USGS QUAD   -  JEFFERSON (1986)
 CN3106
 CN3106                         *CURRENT SURVEY CONTROL
 CN3106  ___________________________________________________________________
 CN3106* NAD 83(1992)-  32 27 46.57133(N)    087 57 16.31925(W)     ADJUSTED  
 CN3106* NAVD 88     -        32.5    (meters)     107.     (feet)  VERTCON   
 CN3106  ___________________________________________________________________
 CN3106  X           -     192,264.419 (meters)                     COMP
 CN3106  Y           -  -5,383,249.923 (meters)                     COMP
 CN3106  Z           -   3,403,858.018 (meters)                     COMP
 CN3106  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CN3106  ELLIP HEIGHT-           3.81  (meters)          (07/29/02) GPS OBS
 CN3106  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CN3106
 CN3106  HORZ ORDER  -  FIRST
 CN3106  ELLP ORDER  -  FOURTH    CLASS I
 CN3106
 CN3106.This mark is at Demopolis Airport (7A2)
 CN3106
 CN3106.The horizontal coordinates were established by GPS observations
 CN3106.and adjusted by the National Geodetic Survey in December 1992..
 CN3106
 CN3106.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3106.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3106
 CN3106.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3106
 CN3106.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3106
 CN3106.The ellipsoidal height was determined by GPS observations
 CN3106.and is referenced to NAD 83.
 CN3106
 CN3106.The geoid height was determined by GEOID03.
 CN3106
 CN3106;                    North         East     Units Scale Factor Converg.
 CN3106;SPC AL W     -   273,147.238   557,269.596   MT  0.99995584   -0 14 38.3
 CN3106;UTM  16      - 3,592,151.698   410,293.420   MT  0.99969923   -0 30 44.6
 CN3106
 CN3106!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3106!SPC AL W     -   0.99999940  x   0.99995584  =   0.99995524
 CN3106!UTM  16      -   0.99999940  x   0.99969923  =   0.99969863
 CN3106
 CN3106:                Primary Azimuth Mark                     Grid Az
 CN3106:SPC AL W     -  BOYPORT AZ MK                            228 44 36.7
 CN3106:UTM  16      -  BOYPORT AZ MK                            229 00 43.0
 CN3106
 CN3106|---------------------------------------------------------------------|
 CN3106| PID    Reference Object                     Distance      Geod. Az  |
 CN3106|                                                           dddmmss.s |
 CN3106| CN3109 BOYPORT AZ MK                       APPROX. 0.7 KM 2282958.4 |
 CN3106|---------------------------------------------------------------------|
 CN3106
 CN3106                          SUPERSEDED SURVEY CONTROL
 CN3106
 CN3106  ELLIP H (12/04/92)    3.86   (m)                       GP(       ) 4 1
 CN3106  NAD 83(1986)-  32 27 46.58185(N)    087 57 16.33134(W) AD(       ) 3
 CN3106  NAD 27      -  32 27 46.08293(N)    087 57 16.27127(W) AD(       ) 3
 CN3106  NGVD 29 (12/04/92)   32.5    (m)          107.     (f) GPS OBS        
 CN3106
 CN3106.Superseded values are not recommended for survey control.
 CN3106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3106.See file dsdata.txt to determine how the superseded data were derived.
 CN3106
 CN3106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA1029392152(NAD 83)
 CN3106_MARKER: DH = HORIZONTAL CONTROL DISK
 CN3106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3106_SP_SET: CONCRETE POST
 CN3106_STAMPING: BOYPORT 1986
 CN3106_MARK LOGO: CGS   
 CN3106_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN3106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3106+STABILITY: SURFACE MOTION
 CN3106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3106+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1991
 CN3106
 CN3106  HISTORY     - Date     Condition        Report By
 CN3106  HISTORY     - 1986     MONUMENTED       NGS
 CN3106  HISTORY     - 19870601 GOOD
 CN3106  HISTORY     - 19900831 GOOD             ALHD
 CN3106  HISTORY     - 19910410 GOOD
 CN3106
 CN3106                          STATION DESCRIPTION
 CN3106
 CN3106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CN3106'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) WEST-SOUTHWEST OF
 CN3106'DEMOPOLIS ALONG U.S. HIGHWAY 80 AND ON THE DEMOPOLOS MUNI AIRPORT.
 CN3106'OWNERSHIP--PUBLIC/CITY OF DEMOPOLIS, P.O. BOX 580, DEMOPOLIS, AL.
 CN3106'36732, TELEPHONE 205-289-0577.  MANAGER - DON COPEMAN JR., P.O. BOX
 CN3106'416, DEMOPOLIS, AL., TELEPHONE 205-289-0455.
 CN3106'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 43
 CN3106'NORTH IN DEMOPOLIS, GO WEST ON HIGHWAY 80 FOR 12.5 KM (7.8 MI) TO
 CN3106'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT ON PAVED ROAD GO
 CN3106'NORTHERLY FOR 1.3 KM (0.8 MI) TO A GATE AND THE OFFICE ON THE LEFT.
 CN3106'PASS THROUGH A GATE SOUTH, GO NORTHWESTERLY FOR 0.3 KM (0.2 MI)
 CN3106'ALONG TAXIWAY AND RAMP TO STATION ON THE LEFT NEAR RUNWAY.
 CN3106'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 33.5 METERS
 CN3106'(110.0 FT) SOUTHEAST FROM CENTER OF THE RUNWAY, 19.8 METERS (65 FT)
 CN3106'EAST-NORTHEAST FROM A BLUE MARKER LIGHT AND 16.6 METERS (54.5 FT)
 CN3106'SOUTHWEST FROM CENTER OF THE RAMP.  THE UNDERGROUND MARK IS SET 1
 CN3106'METER BELOW THE GROUND.
 CN3106'DESCRIBED BY K.R. WALLACE, TYPED BY E.D.W.
 CN3106
 CN3106                          STATION RECOVERY (1987)
 CN3106
 CN3106'RECOVERED 1987
 CN3106'RECOVERED IN GOOD CONDITION.
 CN3106
 CN3106                          STATION RECOVERY (1990)
 CN3106
 CN3106'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3106'THE STATION IS LOCATED IN MARENGO COUNTY ON THE DEMOPOLIS MUNICIPAL
 CN3106'AIRPORT, ABOUT 12.50 KM (7.77 MI) WEST - SOUTHWEST OF DEMOPOLIS.
 CN3106'TO REACH THE STATION FROM THE JUNCTION OF U. S 80 AND U. S. 43 NORTH
 CN3106'(MILE POST 36.75 ON U. S. 80) IN DEMOPOLIS, DRIVE WEST ON U. S. 80
 CN3106'12.47 KM (7.75 MI) TO MILE POST 29 AND THE PAVED AIRPORT ENTRANCE
 CN3106'ROAD ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD AND DRIVE
 CN3106'NORTHERLY 1.21 KM (0.75 MI) TO A GATE AND THE OFFICE ON THE LEFT,
 CN3106'PASS THROUGH A GATE SOUTH AND DRIVE NORTHWESTERLY 0.32 KM (0.20 MI)
 CN3106'ALONG A TAXIWAY AND RAMP TO THE STATION ON THE LEFT NEAR THE RUNWAY.
 CN3106'THE STATION IS 33.50 M (109.91 FT) SOUTHEAST OF THE CENTER OF THE
 CN3106'RUNWAY, 19.35 M (63.48 FT) EAST - NORTHEAST OF A BLUE MARKER LIGHT,
 CN3106'16.60 M (54.46 FT) SOUTHWEST OF THE CENTER OF THE RAMP, AND SET FLUSH
 CN3106'WITH THE GROUND.
 CN3106'BOYPORT AZIMUTH MARK 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3106'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 CN3106'MR. JULIAN D. SAWYER, MANAGER
 CN3106'P. O. BOX 774
 CN3106'DEMOPOLIS, ALABAMA 36732
 CN3106'PHONE 205 - 289 - 0455.
 CN3106
 CN3106                          STATION RECOVERY (1991)
 CN3106
 CN3106'RECOVERED 1991
 CN3106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3109 ***********************************************************************
 CN3109  DESIGNATION -  BOYPORT AZ MK
 CN3109  PID         -  CN3109
 CN3109  STATE/COUNTY-  AL/MARENGO
 CN3109  USGS QUAD   -  JEFFERSON (1986)
 CN3109
 CN3109                         *CURRENT SURVEY CONTROL
 CN3109  ___________________________________________________________________
 CN3109* NAD 83(1992)-  32 27 32.27338(N)    087 57 35.38002(W)     ADJUSTED  
 CN3109* NAVD 88     -        33.9    (meters)     111.     (feet)  VERTCON   
 CN3109  ___________________________________________________________________
 CN3109  X           -     191,775.416 (meters)                     COMP
 CN3109  Y           -  -5,383,505.150 (meters)                     COMP
 CN3109  Z           -   3,403,487.186 (meters)                     COMP
 CN3109  LAPLACE CORR-          -1.04  (seconds)                    DEFLEC99
 CN3109  ELLIP HEIGHT-           5.28  (meters)          (07/29/02) GPS OBS
 CN3109  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CN3109
 CN3109  HORZ ORDER  -  FIRST
 CN3109  ELLP ORDER  -  FOURTH    CLASS I
 CN3109
 CN3109.This mark is at Demopolis Airport (7A2)
 CN3109
 CN3109.The horizontal coordinates were established by GPS observations
 CN3109.and adjusted by the National Geodetic Survey in December 1992..
 CN3109
 CN3109.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3109.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3109
 CN3109.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3109
 CN3109.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3109
 CN3109.The ellipsoidal height was determined by GPS observations
 CN3109.and is referenced to NAD 83.
 CN3109
 CN3109.The geoid height was determined by GEOID03.
 CN3109
 CN3109;                    North         East     Units Scale Factor Converg.
 CN3109;SPC AL W     -   272,708.957   556,769.947   MT  0.99995637   -0 14 48.4
 CN3109;UTM  16      - 3,591,715.874   409,791.852   MT  0.99970034   -0 30 54.6
 CN3109
 CN3109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3109!SPC AL W     -   0.99999917  x   0.99995637  =   0.99995554
 CN3109!UTM  16      -   0.99999917  x   0.99970034  =   0.99969951
 CN3109
 CN3109:                Primary Azimuth Mark                     Grid Az
 CN3109:SPC AL W     -  BOYPORT                                  048 44 36.6
 CN3109:UTM  16      -  BOYPORT                                  049 00 42.8
 CN3109
 CN3109|---------------------------------------------------------------------|
 CN3109| PID    Reference Object                     Distance      Geod. Az  |
 CN3109|                                                           dddmmss.s |
 CN3109| CN3106 BOYPORT                             APPROX. 0.7 KM 0482948.2 |
 CN3109|---------------------------------------------------------------------|
 CN3109
 CN3109                          SUPERSEDED SURVEY CONTROL
 CN3109
 CN3109  ELLIP H (12/04/92)    5.33   (m)                       GP(       ) 4 1
 CN3109  NAD 83(1986)-  32 27 32.28399(N)    087 57 35.39230(W) AD(       ) 3
 CN3109  NAD 27      -  32 27 31.78480(N)    087 57 35.33173(W) AD(       ) 3
 CN3109  NGVD 29 (12/04/92)   33.9    (m)          111.     (f) GPS OBS        
 CN3109
 CN3109.Superseded values are not recommended for survey control.
 CN3109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3109.See file dsdata.txt to determine how the superseded data were derived.
 CN3109
 CN3109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0979291716(NAD 83)
 CN3109_MARKER: DZ = AZIMUTH MARK DISK
 CN3109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3109_SP_SET: CONCRETE POST
 CN3109_STAMPING: BOYPORT 1986
 CN3109_MARK LOGO: CGS   
 CN3109_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN3109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3109+STABILITY: SURFACE MOTION
 CN3109_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3109+SATELLITE: SATELLITE OBSERVATIONS - April 10, 1991
 CN3109
 CN3109  HISTORY     - Date     Condition        Report By
 CN3109  HISTORY     - 1986     MONUMENTED       NGS
 CN3109  HISTORY     - 19870602 GOOD
 CN3109  HISTORY     - 19900831 GOOD             ALHD
 CN3109  HISTORY     - 19910410 GOOD
 CN3109
 CN3109                          STATION DESCRIPTION
 CN3109
 CN3109'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CN3109'THE STATION IS LOCATED ABOUT 12.5 KM (7.8 MI) WEST-SOUTHWEST OF
 CN3109'DEMOPOLIS ALONG U.S. HIGHWAY 80 ON THE DEMOPOLIS MUNI AIRPORT.
 CN3109'OWNERSHIP--PUBLIC/CITY OF DEMOPOLIS, P.O. BOX 580, DEMOPOLIS, AL.
 CN3109'36732, TELEPHONE 205-289-0577.  MANAGER - DON COPEMAN JR., P.O. BOX
 CN3109'416, DEMOPOLIS, AL., TELEPHONE 205-289-0455.
 CN3109'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 80 AND 43
 CN3109'NORTH IN DEMOPOLIS, GO WEST ON HIGHWAY 80 FRO 12.5 KM (7.8 MI) TO
 CN3109'AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT ON PAVED ROAD, GO
 CN3109'NORTHERLY FOR 1.3 KM (0.8 MI) TO A GATE AND THE OFFICE ON THE LEFT.
 CN3109'PASS THROUGH A GATE SOUTH, GO NORTHWESTERLY ALONG TAXIWAY AND RAMP
 CN3109'FOR 0.3 KM (0.2 MI) TO RUNWAY.  TURN LEFT, GO SOUTHWEST ALONG RUNWAY
 CN3109'FOR 0.6 KM (0.4 MI) TO THE STATION ON RIGHT AT END OF RUNWAY 4.
 CN3109'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 32.3 METERS
 CN3109'(106.0 FT) NORTHWEST FROM CENTER, AT ENDO OF RUNWAY 4, 23.3 METERS
 CN3109'(76.5 FT) EAST FROM A TELEPHONE CABLE JUNCTION BOX AND 10.4 METERS
 CN3109'(34.0 FT) NORTH-NORTHEAST FROM NORTH 1 OF 4 RUNWAY END LIGHTS.
 CN3109'THE UNDERGROUND MARK IS SET 1 METER BELOW THE GROUND.
 CN3109'DESCRIBED BY K.R. WALLACE, TYPED BY E.D.W.
 CN3109
 CN3109                          STATION RECOVERY (1987)
 CN3109
 CN3109'RECOVERED 1987
 CN3109'RECOVERED IN GOOD CONDITION.
 CN3109
 CN3109                          STATION RECOVERY (1990)
 CN3109
 CN3109'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3109'THE STATION IS LOCATED IN MARENGO COUNTY ON THE DEMOPOLIS MUNICIPAL
 CN3109'AIRPORT, ABOUT 12.50 KM (7.77 MI) WEST - SOUTHWEST OF DEMOPOLIS.
 CN3109'TO REACH THE STATION FROM THE JUNCTION OF U. S 80 AND U. S. 43 NORTH
 CN3109'(MILE POST 36.75 ON U. S. 80) IN DEMOPOLIS, DRIVE WEST ON U. S. 80
 CN3109'12.47 KM (7.75 MI) TO MILE POST 29 AND THE PAVED AIRPORT ENTRANCE
 CN3109'ROAD ON THE RIGHT, TURN RIGHT ON THE ENTRANCE ROAD AND DRIVE
 CN3109'NORTHERLY 1.21 KM (0.75 MI) TO A GATE AND THE OFFICE ON THE LEFT,
 CN3109'PASS THROUGH A GATE SOUTH AND DRIVE NORTHWESTERLY 0.32 KM (0.20 MI)
 CN3109'ALONG A TAXIWAY AND RAMP TO THE RUNWAY, TURN LEFT ON THE RUNWAY AND
 CN3109'DRIVE SOUTHWEST ALONG THE RUNWAY 0.64 KM (0.40 MI) TO THE STATION ON
 CN3109'THE RIGHT AT THE END OF RUNWAY 4.
 CN3109'THE STATION IS 32.3 M (106.0 FT) NORTHWEST OF THE CENTER AT THE END OF
 CN3109'RUNWAY 4, 23.3 M (76.4 FT) EAST OF A TELEPHONE CABLE JUNCTION BOX,
 CN3109'10.4 M (34.1 FT) NORTH - NORTHEAST OF THE NORTH ONE OF FOUR RUNWAY
 CN3109'END LIGHTS, AND SET FLUSH WITH THE GROUND.
 CN3109'BOYPORT 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3109'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 CN3109'MR. JULIAN D. SAWYER, MANAGER
 CN3109'P. O. BOX 774
 CN3109'DEMOPOLIS, ALABAMA 36732
 CN3109'PHONE 205 - 289 - 0455.
 CN3109
 CN3109                          STATION RECOVERY (1991)
 CN3109
 CN3109'RECOVERED 1991
 CN3109'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4030 ***********************************************************************
 BG4030  DESIGNATION -  BP 1
 BG4030  PID         -  BG4030
 BG4030  STATE/COUNTY-  AL/BALDWIN
 BG4030  USGS QUAD   -  ORANGE BEACH (1994)
 BG4030
 BG4030                         *CURRENT SURVEY CONTROL
 BG4030  ___________________________________________________________________
 BG4030* NAD 83(1992)-  30 18 04.07976(N)    087 30 55.57040(W)     ADJUSTED  
 BG4030* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG4030  ___________________________________________________________________
 BG4030  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 BG4030  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG4030
 BG4030  HORZ ORDER  -  THIRD
 BG4030
 BG4030.The horizontal coordinates were established by classical geodetic methods
 BG4030.and adjusted by the National Geodetic Survey in December 1992..
 BG4030
 BG4030.The orthometric height was scaled from a topographic map.
 BG4030
 BG4030.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4030
 BG4030.The geoid height was determined by GEOID03.
 BG4030
 BG4030;                    North         East     Units Scale Factor Converg.
 BG4030;SPC AL W     -    33,379.999   598,515.233   MT  0.99993336   -0 00 28.0
 BG4030;SPC FL N     -   148,063.011   309,982.191   MT  0.99995115   -1 30 55.2
 BG4030;SPC FL N     -   485,770.06  1,016,999.90   sFT  0.99995115   -1 30 55.2
 BG4030;UTM  16      - 3,352,266.605   450,437.815   MT  0.99963030   -0 15 36.2
 BG4030
 BG4030!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4030!SPC AL W     -   1.00000433  x   0.99993336  =   0.99993769
 BG4030!SPC FL N     -   1.00000433  x   0.99995115  =   0.99995548
 BG4030!UTM  16      -   1.00000433  x   0.99963030  =   0.99963463
 BG4030
 BG4030                          SUPERSEDED SURVEY CONTROL
 BG4030
 BG4030  NAD 83(1986)-  30 18 04.09864(N)    087 30 55.57530(W) AD(       ) 3
 BG4030  NAD 27      -  30 18 03.37000(N)    087 30 55.64700(W) AD(       ) 3
 BG4030
 BG4030.Superseded values are not recommended for survey control.
 BG4030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4030.See file dsdata.txt to determine how the superseded data were derived.
 BG4030
 BG4030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5043852267(NAD 83)
 BG4030_MARKER: N = NAIL
 BG4030_SETTING: 0 = UNSPECIFIED SETTING
 BG4030_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4030
 BG4030  HISTORY     - Date     Condition        Report By
 BG4030  HISTORY     - 1934     MONUMENTED       USE
 BG4030  HISTORY     - 1946     GOOD             CGS
 BG4030  HISTORY     - 1954     GOOD             CGS
 BG4030
 BG4030                          STATION DESCRIPTION
 BG4030
 BG4030'DESCRIBED BY US ENGINEERS 1934 (MHR)
 BG4030'STATION IS LOCATED ON A SMALL SAND BEACH S OF A MARSH THAT IS S OF
 BG4030'HILL COVERED WITH OAKS AND PALMETTOS ON BEAR POINT.  THE STATION IS
 BG4030'4 METERS N OF THE HIGH-WATER LINE.  IT CONSISTS OF A U.S.E.
 BG4030'INTRACOASTAL CANAL STATION MARKER, A 4-INCH W.I. PIPE, FILLED WITH
 BG4030'CEMENT MORTAR, AND PROTRUDING 18 INCHES ABOVE GROUND.  THE CENTER
 BG4030'IS MARKED WITH A COPPER NAIL AND THE SURFACE OF THE MORTAR HAS
 BG4030'BP-1 MARKED UPON IT.  AN INTERSECTION STATION.
 BG4030
 BG4030                          STATION RECOVERY (1946)
 BG4030
 BG4030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BG4030'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE, EXCEPT
 BG4030'THAT STATION IS NOW 2 METERS S OF MEAN HIGH WATER AND EXTENDS 4 FEET
 BG4030'ABOVE THE SURFACE OF THE GROUND.
 BG4030
 BG4030                          STATION RECOVERY (1954)
 BG4030
 BG4030'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954
 BG4030'MARK IS STILL SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4031 ***********************************************************************
 BG4031  DESIGNATION -  BP 2
 BG4031  PID         -  BG4031
 BG4031  STATE/COUNTY-  AL/BALDWIN
 BG4031  USGS QUAD   -  ORANGE BEACH (1994)
 BG4031
 BG4031                         *CURRENT SURVEY CONTROL
 BG4031  ___________________________________________________________________
 BG4031* NAD 83(1992)-  30 17 56.06461(N)    087 30 17.09087(W)     ADJUSTED  
 BG4031* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG4031  ___________________________________________________________________
 BG4031  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 BG4031  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG4031
 BG4031  HORZ ORDER  -  THIRD
 BG4031
 BG4031.The horizontal coordinates were established by classical geodetic methods
 BG4031.and adjusted by the National Geodetic Survey in December 1992..
 BG4031
 BG4031.The orthometric height was scaled from a topographic map.
 BG4031
 BG4031.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4031
 BG4031.The geoid height was determined by GEOID03.
 BG4031
 BG4031;                    North         East     Units Scale Factor Converg.
 BG4031;SPC AL W     -    33,133.108   599,543.344   MT  0.99993334   -0 00 08.6
 BG4031;SPC FL N     -   147,789.151   311,003.470   MT  0.99995106   -1 30 35.9
 BG4031;SPC FL N     -   484,871.57  1,020,350.55   sFT  0.99995106   -1 30 35.9
 BG4031;UTM  16      - 3,352,015.265   451,464.518   MT  0.99962906   -0 15 16.8
 BG4031
 BG4031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4031!SPC AL W     -   1.00000433  x   0.99993334  =   0.99993767
 BG4031!SPC FL N     -   1.00000433  x   0.99995106  =   0.99995539
 BG4031!UTM  16      -   1.00000433  x   0.99962906  =   0.99963339
 BG4031
 BG4031                          SUPERSEDED SURVEY CONTROL
 BG4031
 BG4031  NAD 83(1986)-  30 17 56.08348(N)    087 30 17.09555(W) AD(       ) 3
 BG4031  NAD 27      -  30 17 55.36000(N)    087 30 17.17000(W) AD(       ) 3
 BG4031
 BG4031.Superseded values are not recommended for survey control.
 BG4031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4031.See file dsdata.txt to determine how the superseded data were derived.
 BG4031
 BG4031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5146552015(NAD 83)
 BG4031_MARKER: N = NAIL
 BG4031_SETTING: 0 = UNSPECIFIED SETTING
 BG4031_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4031
 BG4031  HISTORY     - Date     Condition        Report By
 BG4031  HISTORY     - 1934     MONUMENTED       USE
 BG4031
 BG4031                          STATION DESCRIPTION
 BG4031
 BG4031'DESCRIBED BY US ENGINEERS 1934 (MHR)
 BG4031'STATION IS LOCATED ON THE NORTHWESTERN EXTREMITY OF GOAT POINT ON ONO
 BG4031'ISLAND, THIS POINT BEING APPROXIMATELY 2.50 NAUTICAL MILES FROM
 BG4031'EITHER THE WESTERN OR THE EASTERN END OF THE ISLAND.  THE STATION IS
 BG4031'14.5 METERS S OF A CLUMP OF PALMETTOS AT THE END OF THE POINT.
 BG4031'IT IS A U.S.E. INTRACOASTAL CANAL STATION, MARKER CONSISTING OF A
 BG4031'4-INCH W.I.  PIPE FILLED WITH CEMENT MORTAR, PROJECTING 1 FOOT ABOVE
 BG4031'GROUND.  THE CENTER IS MARKED WITH A COPPER NAIL AND THE SURFACE OF
 BG4031'THE MORTAR IS MARKED BP-2.  AN INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4038 ***********************************************************************
 BG4038  DESIGNATION -  BP 6
 BG4038  PID         -  BG4038
 BG4038  STATE/COUNTY-  AL/BALDWIN
 BG4038  USGS QUAD   -  ORANGE BEACH (1994)
 BG4038
 BG4038                         *CURRENT SURVEY CONTROL
 BG4038  ___________________________________________________________________
 BG4038* NAD 83(1992)-  30 16 54.05302(N)    087 32 23.86729(W)     ADJUSTED  
 BG4038* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG4038  ___________________________________________________________________
 BG4038  LAPLACE CORR-           0.94  (seconds)                    DEFLEC99
 BG4038  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG4038
 BG4038  HORZ ORDER  -  THIRD
 BG4038
 BG4038.The horizontal coordinates were established by classical geodetic methods
 BG4038.and adjusted by the National Geodetic Survey in December 1992..
 BG4038
 BG4038.The orthometric height was scaled from a topographic map.
 BG4038
 BG4038.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4038
 BG4038.The geoid height was determined by GEOID03.
 BG4038
 BG4038;                    North         East     Units Scale Factor Converg.
 BG4038;SPC AL W     -    31,224.335   596,155.298   MT  0.99993352   -0 01 12.5
 BG4038;SPC FL N     -   145,970.142   307,566.320   MT  0.99995042   -1 31 39.6
 BG4038;SPC FL N     -   478,903.71  1,009,073.83   sFT  0.99995042   -1 31 39.6
 BG4038;UTM  16      - 3,350,121.996   448,069.129   MT  0.99963327   -0 16 20.2
 BG4038
 BG4038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4038!SPC AL W     -   1.00000433  x   0.99993352  =   0.99993785
 BG4038!SPC FL N     -   1.00000433  x   0.99995042  =   0.99995475
 BG4038!UTM  16      -   1.00000433  x   0.99963327  =   0.99963760
 BG4038
 BG4038                          SUPERSEDED SURVEY CONTROL
 BG4038
 BG4038  NAD 83(1986)-  30 16 54.07190(N)    087 32 23.87280(W) AD(       ) 3
 BG4038  NAD 27      -  30 16 53.34600(N)    087 32 23.94300(W) AD(       ) 3
 BG4038
 BG4038.Superseded values are not recommended for survey control.
 BG4038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4038.See file dsdata.txt to determine how the superseded data were derived.
 BG4038
 BG4038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4806950122(NAD 83)
 BG4038_MARKER: I = METAL ROD
 BG4038_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG4038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4038
 BG4038  HISTORY     - Date     Condition        Report By
 BG4038  HISTORY     - 1934     MONUMENTED       USE
 BG4038  HISTORY     - 1940     GOOD             CGS
 BG4038
 BG4038                          STATION DESCRIPTION
 BG4038
 BG4038'DESCRIBED BY US ENGINEERS 1934 (MHR)
 BG4038'STATION IS LOCATED AT W END OF ONO ISLAND ON CREST OF TALLEST AND
 BG4038'MOST WESTERN DUNE.  IT IS APPROXIMATELY 100 METERS FROM S SHORE, 150
 BG4038'METERS FROM N SHORE, AND 225 METERS FROM EXTREME W POINT OF ONO
 BG4038'ISLAND.
 BG4038'
 BG4038'STATION IS MARKED BY A 4-INCH CAST IRON PIPE FILLED WITH CONCRETE,
 BG4038'PROTRUDING 1 FOOT ABOVE GROUND, AND MARKED U.S.E. BP-6 IN THE
 BG4038'CONCRETE.  THERE IS A THIN CONCRETE COLLAR AROUND PIPE AT SURFACE
 BG4038'OF GROUND.
 BG4038'
 BG4038'THERE ARE NO REFERENCE OR WITNESS MARKS.  AN INTERSECTION STATION.
 BG4038
 BG4038                          STATION RECOVERY (1940)
 BG4038
 BG4038'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (GCM)
 BG4038'STATION RECOVERED IN GOOD CONDITION EXCEPT THAT THE NAIL MARKING THE
 BG4038'CENTER IS GONE AND A HOLE IN THE CONCRETE NOW MARKS THE STATION.
 BG4038'
 BG4038'THE STATION IS ABOUT 1/2 MILE E OF PERDIDO ENTRANCE, ON ONO ISLAND,
 BG4038'ABOUT 225 METERS E OF THE W END OF THE ISLAND, ABOUT MIDWAY BETWEEN
 BG4038'THE N AND S SIDES OF THE ISLAND, ON TOP OF THE MOST WESTERLY DUNE
 BG4038'ON THE ISLAND.  THE DUNE IS ABOUT 15 FEET HIGH AND IS BARE EXCEPT
 BG4038'FOR A THIN GROWTH OF GRASS.  THERE ARE HIGHER BRUSH-COVERED DUNES E
 BG4038'OF THE STATION.  THE STATION IS A 3-INCH IRON PIPE FILLED WITH
 BG4038'CONCRETE AND SURROUNDED BY CONCRETE AT THE BASE.  THERE IS A SMALL
 BG4038'HOLE IN THE CENTER OF THE TOP OF THE CONCRETE.  THE TOP OF THE
 BG4038'CONCRETE INSIDE THE PIPE AND AROUND THE PIPE IS INSCRIBED B P 6.  THE
 BG4038'PIPE PROJECTS ABOUT 12 INCHES.
 BG4038'
 BG4038'THERE ARE NO REFERENCE MARKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1829 ***********************************************************************
 DJ1829  DESIGNATION -  BRADSHAW
 DJ1829  PID         -  DJ1829
 DJ1829  STATE/COUNTY-  AL/PICKENS
 DJ1829  USGS QUAD   -  ETHELSVILLE (1985)
 DJ1829
 DJ1829                         *CURRENT SURVEY CONTROL
 DJ1829  ___________________________________________________________________
 DJ1829* NAD 83(1992)-  33 26 42.80315(N)    088 12 02.05756(W)     ADJUSTED  
 DJ1829* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 DJ1829  ___________________________________________________________________
 DJ1829  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DJ1829  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 DJ1829
 DJ1829  HORZ ORDER  -  FIRST
 DJ1829
 DJ1829.The horizontal coordinates were established by classical geodetic methods
 DJ1829.and adjusted by the National Geodetic Survey in December 1992..
 DJ1829
 DJ1829.The orthometric height was scaled from a topographic map.
 DJ1829
 DJ1829.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1829
 DJ1829.The geoid height was determined by GEOID03.
 DJ1829
 DJ1829;                    North         East     Units Scale Factor Converg.
 DJ1829;SPC AL W     -   382,207.652   534,863.839   MT  0.99998562   -0 23 10.1
 DJ1829;SPC MS E     -   437,594.939   358,832.373   MT  0.99999266   +0 20 55.5
 DJ1829;SPC MS E     - 1,435,676.06  1,177,269.21   sFT  0.99999266   +0 20 55.5
 DJ1829;UTM  16      - 3,701,290.587   388,411.045   MT  0.99975352   -0 39 42.3
 DJ1829
 DJ1829!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1829!SPC AL W     -   0.99998200  x   0.99998562  =   0.99996762
 DJ1829!SPC MS E     -   0.99998200  x   0.99999266  =   0.99997466
 DJ1829!UTM  16      -   0.99998200  x   0.99975352  =   0.99973553
 DJ1829
 DJ1829|---------------------------------------------------------------------|
 DJ1829| PID    Reference Object                     Distance      Geod. Az  |
 DJ1829|                                                           dddmmss.s |
 DJ1829| CF9941 BRADSHAW RM 1                        44.108 METERS 03256     |
 DJ1829| DJ1819 LUBBUB                              APPROX.17.3 KM 1084126.6 |
 DJ1829| CF9942 BRADSHAW RM 2                        32.662 METERS 14604     |
 DJ1829| CF9944 BRADSHAW AZ MK                                     2333147.2 |
 DJ1829| CF9943 BRADSHAW RM 3                        23.828 METERS 26904     |
 DJ1829|---------------------------------------------------------------------|
 DJ1829
 DJ1829                          SUPERSEDED SURVEY CONTROL
 DJ1829
 DJ1829  NAD 83(1986)-  33 26 42.80845(N)    088 12 02.05902(W) AD(       ) 1
 DJ1829  NAD 27      -  33 26 42.38600(N)    088 12 01.94400(W) AD(       ) 1
 DJ1829
 DJ1829.Superseded values are not recommended for survey control.
 DJ1829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1829.See file dsdata.txt to determine how the superseded data were derived.
 DJ1829
 DJ1829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8841101291(NAD 83)
 DJ1829_MARKER: DS = TRIANGULATION STATION DISK
 DJ1829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1829
 DJ1829  HISTORY     - Date     Condition        Report By
 DJ1829  HISTORY     - 1939     MONUMENTED       CGS
 DJ1829  HISTORY     - 1955     GOOD             CGS
 DJ1829
 DJ1829                          STATION DESCRIPTION
 DJ1829
 DJ1829'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DJ1829'STATION BRADSHAW IS LOCATED IN THE NW 1/4 OF SECTION 3, T-19-S,
 DJ1829'R-16-W, ABOUT 2.6 MILES NNE OF ETHELSVILLE, ON TOP OF A SANDY RIDGE,
 DJ1829'THE HIGHEST IN THE VICINITY.
 DJ1829'
 DJ1829'MARK IS SET IN CONCRETE ABOUT 18 INCHES BELOW THE SURFACE,
 DJ1829'STAMPED BRADSHAW 1939.  60 FT. W OF THE EDGE OF THE WOODS AND
 DJ1829'10 FT. E OF THE EDGE OF THE FIELD.
 DJ1829'
 DJ1829'R. M. NO. 1 IS NE OF THE STATION.  MARK PROJECTS 6 INCHES.  12
 DJ1829'FT. W OF A 16-INCH MAPLE TREE, 9 FT. N OF A DIM WOODS ROAD.
 DJ1829'
 DJ1829'R. M. NO. 2 IS S OF THE STATION.  MARK PROJECTS 10 INCHES.  MARK
 DJ1829'SET IN FIELD, 42 FT. W OF THE EDGE OF THE WOODS.
 DJ1829'
 DJ1829'AZIMUTH MARK (R.M. NO. 3) IS APPROXIMATELY 0.15 MILE SW OF THE
 DJ1829'STATION.  MARK PROJECTS 6 INCHES.  MARK IS SET ON A LOW GRASSY
 DJ1829'KNOLL ABOUT 100 YARDS W OF THE DIRT ROAD TO STATION.
 DJ1829'
 DJ1829'DENSE WOODS MARK IT IMPOSSIBLE TO ESTABLISH AN AZIMUTH MARK.
 DJ1829'
 DJ1829'TO REACH STATION FROM A RED BRICK CHURCH ON US 82 IN ETHELSVILLE,
 DJ1829'GO N ON A GRADED DIRT ROAD FOR 1.6 MILES TO A DIRT ROAD TO THE
 DJ1829'LEFT AT A MAIL BOX.  TURN LEFT AND GO 0.9 MILE TO STATION ON THE
 DJ1829'RIGHT, NEAR WOODS.
 DJ1829
 DJ1829                          STATION RECOVERY (1955)
 DJ1829
 DJ1829'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1829'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DJ1829'THE DIRECTION TO THE MARKS CHECKED, BUT A SMALL DESCREPANCY WAS
 DJ1829'NOTED IN THE DISTANCE TO THE REFERENCE MARKS.  ADDITIONAL
 DJ1829'MEASUREMENTS WERE MADE TO THE STATION.  IT IS 144 FEET EAST OF THE
 DJ1829'CENTER OF A DIRT ROAD AND 2 FEET WEST OF A WHITE WITNESS POST.
 DJ1829'THE MARK IS 14 INCHES BELOW THE GROUND AND THE DISK IS STAMPED
 DJ1829'BRADSHAW 1939.
 DJ1829'
 DJ1829'REFERENCE MARK NO. 1 IS 144.71 FEET NORTHEAST OF THE STATION.  THE
 DJ1829'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED BRADSHAW NO 1 1939.
 DJ1829'
 DJ1829'REFERENCE MARK NO. 2 IS 107.16 FEET SOUTHEAST OF THE STATION.
 DJ1829'THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED BRADSHAW
 DJ1829'NO 2 1939.
 DJ1829'
 DJ1829'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS TIME AND IS 78.17
 DJ1829'FEET WEST OF THE STATION, 66 FEET EAST OF THE CENTER OF THE DIRT
 DJ1829'ROAD AND 26 FEET SOUTHWEST OF AN 8 INCH PINE TREE.  THE MARK
 DJ1829'PROJECTS 4 INCHES AND THE DISK IS STAMPED BRADSHAW NO 3 1939.
 DJ1829'
 DJ1829'AZIMUTH MARK IS ABOUT 0.15 MILE SOUTHWEST OF THE STATION, 35 FEET
 DJ1829'NORTH OF THE CENTER OF AN OLD DIRT ROAD AND 1 FOOT NORTHEAST OF A
 DJ1829'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 DJ1829'STAMPED BRADSHAW 1939.
 DJ1829'
 DJ1829'TO REACH THE STATION FROM THE DEPOT, IN ETHELSVILLE, GO NORTHEAST
 DJ1829'FOR 0.15 MILE TO U.S. HIGHWAY 82, TURN RIGHT (SOUTHEAST) AND GO
 DJ1829'0.15 MILE TO A GRAVEL CROSSROAD, TURN LEFT (NORTHEAST) AND GO
 DJ1829'1.7 MILE TO A T-ROAD LEFT, TURN LEFT AND GO 0.25 MILE TO END OF
 DJ1829'MAIN TRAVELED ROAD, CONTINUE AHEAD FOR 0.5 MILE ON FARM ROAD TO
 DJ1829'FARM HOUSE.  KEEP ON LEFT ROAD, AT THE LEFT SIDE OF HOUSE, AND
 DJ1829'GO 0.1 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 DJ1829'RETURN TO FARM HOUSE AND TAKE RIGHT HAND ROAD, AT THE LEFT OF
 DJ1829'FARM HOUSE AND GO 0.1 MILE TO THE STATION AS DESCRIBED.
 DJ1829'
 DJ1829'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3085 ***********************************************************************
 CN3085  DESIGNATION -  BRAGG
 CN3085  PID         -  CN3085
 CN3085  STATE/COUNTY-  AL/GREENE
 CN3085  USGS QUAD   -  FORKLAND (1979)
 CN3085
 CN3085                         *CURRENT SURVEY CONTROL
 CN3085  ___________________________________________________________________
 CN3085* NAD 83(1992)-  32 40 53.42857(N)    087 59 54.25241(W)     ADJUSTED  
 CN3085* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 CN3085  ___________________________________________________________________
 CN3085  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 CN3085  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CN3085
 CN3085  HORZ ORDER  -  SECOND
 CN3085
 CN3085.The horizontal coordinates were established by classical geodetic methods
 CN3085.and adjusted by the National Geodetic Survey in May 1994..
 CN3085
 CN3085.The orthometric height was scaled from a topographic map.
 CN3085
 CN3085.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3085
 CN3085.The geoid height was determined by GEOID03.
 CN3085
 CN3085;                    North         East     Units Scale Factor Converg.
 CN3085;SPC AL W     -   297,403.311   553,258.840   MT  0.99996026   -0 16 08.9
 CN3085;UTM  16      - 3,616,420.172   406,397.670   MT  0.99970803   -0 32 20.9
 CN3085
 CN3085!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3085!SPC AL W     -   0.99999262  x   0.99996026  =   0.99995288
 CN3085!UTM  16      -   0.99999262  x   0.99970803  =   0.99970066
 CN3085
 CN3085:                Primary Azimuth Mark                     Grid Az
 CN3085:SPC AL W     -  BRAGG AZ MK                              207 03 17.7
 CN3085:UTM  16      -  BRAGG AZ MK                              207 19 29.7
 CN3085
 CN3085|---------------------------------------------------------------------|
 CN3085| PID    Reference Object                     Distance      Geod. Az  |
 CN3085|                                                           dddmmss.s |
 CN3085| CF9945 BRAGG AZ MK                                        2064708.8 |
 CN3085|---------------------------------------------------------------------|
 CN3085
 CN3085                          SUPERSEDED SURVEY CONTROL
 CN3085
 CN3085  NAD 83(1992)-  32 40 53.43037(N)    087 59 54.25405(W) AD(       ) 2
 CN3085  NAD 83(1986)-  32 40 53.43662(N)    087 59 54.25666(W) AD(       ) 2
 CN3085  NAD 27      -  32 40 52.95700(N)    087 59 54.19500(W) AD(       ) 2
 CN3085
 CN3085.Superseded values are not recommended for survey control.
 CN3085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3085.See file dsdata.txt to determine how the superseded data were derived.
 CN3085
 CN3085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0639816420(NAD 83)
 CN3085_MARKER: DS = TRIANGULATION STATION DISK
 CN3085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3085
 CN3085  HISTORY     - Date     Condition        Report By
 CN3085  HISTORY     - 1955     MONUMENTED       CGS
 CN3085  HISTORY     - 1974     GOOD             USGS
 CN3085
 CN3085                          STATION DESCRIPTION
 CN3085
 CN3085'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CN3085'STATION IS LOCATED ON THE PROPERTY OF W.H. LAVENDER ALONG
 CN3085'THE NORTHWEST SIDE OF A PAVED ROAD ABOUT 6-1/2 MILES WEST OF
 CN3085'FORKLAND AND ABOUT 5-1/2 MILES SOUTH OF BOLIGEE.  IT IS 66 FEET
 CN3085'WEST OF THE INTERSECTION OF THE PAVED ROAD.  43 FEET NORTHWEST
 CN3085'OF THE CENTER OF THE PAVED ROAD, 30 FEET EAST OF A 30 INCH OAK
 CN3085'TREE AND 2 FEET SOUTHEAST OF A WHITE WITNESS POST.  THE MARK
 CN3085'IS FLUSH AND THE DISK IS STAMPED BRAGG 1955.
 CN3085'
 CN3085'ALA. HWY. MARKER (WEST) IS 39 FEET NORTHWEST OF THE CENTER
 CN3085'OF THE PAVED ROAD AND 39 FEET NORTHEAST OF THE CENTER OF THE
 CN3085'GRAVEL ROAD.  THE MARK IS 4 INCH SQUARE CONCRETE POST PROJECTING
 CN3085'ABOUT 4 INCHES WITH A 2-1/2 INCH BRONZE DISK IN THE TOP
 CN3085'STAMPED R.O.W.P.T. 163 PLUS 23.2 1951.
 CN3085'
 CN3085'ALA. HWY. MARKER (EAST) IS 39 FEET SOUTHEAST OF THE CENTER OF THE
 CN3085'PAVED ROAD AND 30 FEET NORTH OF THE CENTER OF A GRAVEL ROAD.
 CN3085'THE MARK IS A 4 INCH SQUARE CONCRETE POST PROJECTING ABOUT 6
 CN3085'INCHES WITH A 2-1/2 INCH BRONZE DISK IN THE TOP STAMPED
 CN3085'R.O.W. P.T. 163 PLUS 23.2 1951.
 CN3085'
 CN3085'TT 25 T (USGS) IS 74 FEET NORTH OF THE NORTHEAST CORNER OF A LOG
 CN3085'HOUSE, 50 FEET SOUTHEAST OF THE CENTER OF THE PAVED ROAD AND
 CN3085'29 FEET SOUTH OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS A
 CN3085'6 INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND WITH A U.S.
 CN3085'GEOLOGICAL SURVEY DISK IN THE TOP STAMPED TT STA NO 25 T 1928.
 CN3085'
 CN3085'AZIMUTH MARK IS 37 FEET WEST OF THE CENTER OF THE PAVED ROAD,
 CN3085'24 FEET NORTH OF A GROUP OF 3 PINE TREES AND 1 FOOT EAST OF A
 CN3085'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE
 CN3085'DISK IS STAMPED BRAGG 1955.
 CN3085'
 CN3085'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND A
 CN3085'PAVED CROSSROAD IN BOLIGEE, GO EAST ON PAVED ROAD FOR 0.2 MILES
 CN3085'TO A T INTERSECTION.  TURN RIGHT AND GO SOUTH ON PAVED ROAD FOR
 CN3085'1.9 MILES TO A FORK.  TAKE RIGHT FORK AND CONTINUE SOUTH FOR
 CN3085'3.5 MILES TO A GRAVEL CROSSROAD AND THE STATION ON THE RIGHT AS
 CN3085'DESCRIBED.  CONTINUE SOUTHWEST AND SOUTH ON THE PAVED ROAD FOR
 CN3085'0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED.
 CN3085'
 CN3085'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CN3085
 CN3085                          STATION RECOVERY (1974)
 CN3085
 CN3085'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 CN3085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1565 ***********************************************************************
 EF1565  DESIGNATION -  BRAKEFIELD
 EF1565  PID         -  EF1565
 EF1565  STATE/COUNTY-  AL/MARION
 EF1565  USGS QUAD   -  HALEYVILLE WEST (1982)
 EF1565
 EF1565                         *CURRENT SURVEY CONTROL
 EF1565  ___________________________________________________________________
 EF1565* NAD 83(1992)-  34 14 40.39075(N)    087 43 25.08102(W)     ADJUSTED  
 EF1565* NAVD 88     -       300.     (meters)     984.     (feet)  SCALED    
 EF1565  ___________________________________________________________________
 EF1565  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 EF1565  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EF1565
 EF1565  HORZ ORDER  -  FIRST
 EF1565
 EF1565.The horizontal coordinates were established by classical geodetic methods
 EF1565.and adjusted by the National Geodetic Survey in December 1992..
 EF1565
 EF1565.The orthometric height was scaled from a topographic map.
 EF1565
 EF1565.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1565
 EF1565.The geoid height was determined by GEOID03.
 EF1565
 EF1565;                    North         East     Units Scale Factor Converg.
 EF1565;SPC AL W     -   470,666.230   579,400.405   MT  0.99993856   -0 07 33.0
 EF1565;UTM  16      - 3,789,508.865   433,365.462   MT  0.99965473   -0 24 26.0
 EF1565
 EF1565!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1565!SPC AL W     -   0.99995710  x   0.99993856  =   0.99989566
 EF1565!UTM  16      -   0.99995710  x   0.99965473  =   0.99961184
 EF1565
 EF1565|---------------------------------------------------------------------|
 EF1565| PID    Reference Object                     Distance      Geod. Az  |
 EF1565|                                                           dddmmss.s |
 EF1565| CG4845 BRAKEFIELD RM 1                      71.475 METERS 01750     |
 EF1565| EF1559 HALEYVILLE MUNICIPAL TANK           APPROX. 9.3 KM 1014302.3 |
 EF1565| EF1566 BRAKEFIELD 2                         67.412 METERS 29641     |
 EF1565| CG4847 BRAKEFIELD 2 AZ MK                                 3103507.4 |
 EF1565| CG4844 BRAKEFIELD AZ MK                                   3111817.0 |
 EF1565| CG4846 BRAKEFIELD RM 2                      50.188 METERS 31123     |
 EF1565|---------------------------------------------------------------------|
 EF1565
 EF1565                          SUPERSEDED SURVEY CONTROL
 EF1565
 EF1565  NAD 83(1986)-  34 14 40.40117(N)    087 43 25.07895(W) AD(       ) 1
 EF1565  NAD 27      -  34 14 40.05100(N)    087 43 24.97800(W) AD(       ) 1
 EF1565
 EF1565.Superseded values are not recommended for survey control.
 EF1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1565.See file dsdata.txt to determine how the superseded data were derived.
 EF1565
 EF1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3336589509(NAD 83)
 EF1565_MARKER: DS = TRIANGULATION STATION DISK
 EF1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1565
 EF1565  HISTORY     - Date     Condition        Report By
 EF1565  HISTORY     - 1939     MONUMENTED       CGS
 EF1565  HISTORY     - 1950     GOOD             CGS
 EF1565  HISTORY     - 1950     GOOD             TVA
 EF1565
 EF1565                          STATION DESCRIPTION
 EF1565
 EF1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 EF1565'THIS STATION IS LOCATED ABOUT 5.75 MILES AIRLINE NW OF HALEYVILLE,
 EF1565'2.5 MILES SW OF BEAR CREEK, IN THE NE 1/4 OF SEC. 30, T 9 S, R 11 W,
 EF1565'ON THE PROPERTY BELONGING TO MR. H.M. BRAKEFIELD, THE STATION IS
 EF1565'SET IN THE CENTER WHERE THE ROAD TURNS W, THE MARK IS 14 INCHES
 EF1565'BELOW THE SURFACE.
 EF1565'
 EF1565'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EF1565'BRONZE DISKS SET IN CONCRETE.
 EF1565'
 EF1565'REFERENCE MARK NO. 1 IS NNW OF THE STATION, 15 FEET W OF THE CENTER
 EF1565'LINE OF THE ROAD, 3 FEET W OF THE DITCH BANK, AND PROJECTS 8 INCHES.
 EF1565'REFERENCE MARK NO. 2 IS W OF THE STATION, 15 FEET S OF THE CENTER
 EF1565'LINE OF THE ROAD, 6 FEET S OF THE DITCH BANK, AND PROJECTS 10 INCHES.
 EF1565'
 EF1565'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE W OF THE STATION, ON THE W
 EF1565'SIDE OF THE INTERSECTION OF GRAVEL ROADS, 40 FEET W OF THE
 EF1565'INTERSECTION, 40 FEET NW OF A 36-INCH OAK TREE IN THE NW CORNER OF
 EF1565'A FARMHOUSE, AND PROJECTS 4 INCHES.
 EF1565'
 EF1565'TO REACH FROM THE HALEYVILLE GRADE SCHOOL BUILDING, GO N ON ALA. 5
 EF1565'FOR 3.7 MILES TO A T-ROAD L AND A SMALL FILLING STATION IN THE SW
 EF1565'CORNER, TURN L AND GO 0.8 MILE TO AN UNDERPASS, TURN R AND CONTINUE
 EF1565'1.2 MILES TO A Y, TAKE THE L FORK AND GO 1.4 MILES TO A Y, TAKE THE
 EF1565'L FORK AND GO 0.5 MILE TO AN OLD OAK TREE ON THE L MARKED WITH A
 EF1565'TRIANGLE BLAZE AND THE STATION ON THE TOP OF THE HILL.
 EF1565'
 EF1565'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 EF1565
 EF1565                          STATION RECOVERY (1950)
 EF1565
 EF1565'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EF1565'THE STATION WAS RECOVERED AS DESCRIBED BY A.P.R. IN 1939.  ALL MARKS
 EF1565'WERE FOUND IN GOOD CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE
 EF1565'AND CORRECT.  A NEW DESCRIPTION FOLLOWS.
 EF1565'
 EF1565'THE STATION IS LOCATED ON A BRUSHY HILL, ABOUT 5-3/4 MILES WEST OF
 EF1565'HALEYVILLE, 2.5 MILES SOUTHWEST OF BEAR CREEK, 142 FEET SOUTH OF THE
 EF1565'APPROXIMATE CENTERLINE OF A GRAVELED ROAD, 2.8 FEET SOUTH OF A TVA
 EF1565'WITNESS ROD, AND LOCATED ON LAND OWNED BY MR. H.M. BRAKEFIELD.
 EF1565'
 EF1565'TO REACH THE STATION FROM THE RAILROAD DEPOT IN HACKLEBURG, GO EAST
 EF1565'ON THE NORTH SIDE OF THE TRACK FOR 0.1 MILE TO AN UNDER PASS ON THE
 EF1565'RIGHT, TURN RIGHT, GO THROUGH UNDER PASS, THENCE LEFT, AND GO
 EF1565'EASTERLY ON THE MAIN GRAVELED ROAD FOR 0.9 MILE TO AN OVERPASS,
 EF1565'CROSS OVERPASS AND GO FOR 0.05 MILE TO A FORK, BEAR LEFT, EAST AND
 EF1565'SOUTHEASTERLY, FOLLOW THE MAIN GRAVELED ROAD FOR 4.35 MILES TO A
 EF1565'ROAD FORK AND THE AZIMUTH MARK ON THE LEFT AS DESCRIBED, TURN RIGHT,
 EF1565'SOUTHERLY, AND FOLLOW THE MAIN ROAD FOR 0.35 MILE TO A ROAD FORK,
 EF1565'BEAR LEFT, AND PROCEED FOR 0.05 MILE TO THE STATION ON THE RIGHT AS
 EF1565'DESCRIBED.
 EF1565'
 EF1565'THE STATION MARK IS 12-INCHES UNDERGROUND, AND THE DISK IS STAMPED
 EF1565'BRAKEFIELD 1939.
 EF1565'
 EF1565'REFERENCE MARK NO. 1 IS 10 FEET WEST OF THE APPROXIMATE CENTERLINE OF
 EF1565'A GRAVELED ROAD, 2 FEET SOUTH OF A TVA WITNESS ROD.  THE MARK
 EF1565'PROJECTS 6 INCHES, AND THE DISK IS STAMPED BRAKEFIELD NO 1 1939.
 EF1565'
 EF1565'REFERENCE MARK NO. 2 IS 24 FEET SOUTH OF THE APPROXIMATE CENTERLINE
 EF1565'OF A GRAVELED ROAD, AND 2 FEET SOUTH OF A TVA WITNESS ROD.  THE MARK
 EF1565'PROJECTS 8 INCHES, AND THE DISK IS STAMPED BRAKEFIELD NO 2 1950.
 EF1565'
 EF1565'THE AZIMUTH MARK IS 35 FEET NORTHWEST OF THE APPROXIMATE CENTERLINE
 EF1565'OF THE ROAD FORKS, 3 FEET SOUTHEAST OF A WIRE FENCE, AND 2 FEET
 EF1565'NORTHEAST OF A TVA WITNESS ROD.  THE MARK PROJECTS 2 INCHES, AND THE
 EF1565'DISK IS STAMPED BRAKEFIELD 1939.
 EF1565'
 EF1565'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD DISKS
 EF1565'SET IN THE TOPS OF 12 BY 12-INCH SQUARE CONCRETE POSTS.
 EF1565'
 EF1565'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 EF1565
 EF1565                          STATION RECOVERY (1950)
 EF1565
 EF1565'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (DLS)
 EF1565'STATION STAMPED BRAKEFIELD FOUND IN GOOD CONDITION.  A MARKER SET ONE
 EF1565'FOOT NORTHEAST.
 EF1565'
 EF1565'R.M. 2 OK.  MARKER SET 2 FEET EAST.
 EF1565'
 EF1565'R.M. 1 OK.  MARKER SET 2 FEET EAST.
 EF1565'
 EF1565'AZIMUTH MARK OK.  MARKER SET 2 FEET WEST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1566 ***********************************************************************
 EF1566  DESIGNATION -  BRAKEFIELD 2
 EF1566  PID         -  EF1566
 EF1566  STATE/COUNTY-  AL/MARION
 EF1566  USGS QUAD   -  HALEYVILLE WEST (1982)
 EF1566
 EF1566                         *CURRENT SURVEY CONTROL
 EF1566  ___________________________________________________________________
 EF1566* NAD 83(1992)-  34 14 41.37327(N)    087 43 27.43486(W)     ADJUSTED  
 EF1566* NAVD 88     -       298.1    (meters)     978.     (feet)  VERTCON   
 EF1566  ___________________________________________________________________
 EF1566  X           -     209,589.926 (meters)                     COMP
 EF1566  Y           -  -5,274,085.593 (meters)                     COMP
 EF1566  Z           -   3,569,081.093 (meters)                     COMP
 EF1566  LAPLACE CORR-           2.73  (seconds)                    DEFLEC99
 EF1566  ELLIP HEIGHT-         271.34  (meters)          (07/29/02) GPS OBS
 EF1566  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EF1566
 EF1566  HORZ ORDER  -  FIRST
 EF1566  ELLP ORDER  -  FOURTH    CLASS I
 EF1566
 EF1566.The horizontal coordinates were established by GPS observations
 EF1566.and adjusted by the National Geodetic Survey in December 1992..
 EF1566
 EF1566.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1566.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1566
 EF1566.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1566
 EF1566.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1566
 EF1566.The ellipsoidal height was determined by GPS observations
 EF1566.and is referenced to NAD 83.
 EF1566
 EF1566.The geoid height was determined by GEOID03.
 EF1566
 EF1566;                    North         East     Units Scale Factor Converg.
 EF1566;SPC AL W     -   470,696.635   579,340.244   MT  0.99993859   -0 07 34.4
 EF1566;UTM  16      - 3,789,539.557   433,305.467   MT  0.99965483   -0 24 27.3
 EF1566
 EF1566!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1566!SPC AL W     -   0.99995741  x   0.99993859  =   0.99989600
 EF1566!UTM  16      -   0.99995741  x   0.99965483  =   0.99961225
 EF1566
 EF1566|---------------------------------------------------------------------|
 EF1566| PID    Reference Object                     Distance      Geod. Az  |
 EF1566|                                                           dddmmss.s |
 EF1566| CG4849 BRAKEFIELD 2 RM 4                    28.984 METERS 11311     |
 EF1566| EF1565 BRAKEFIELD                           67.412 METERS 11641     |
 EF1566| EF1702 47 1                                APPROX. 0.5 KM 3113252.2 |
 EF1566| CG4847 BRAKEFIELD 2 AZ MK                                 3120204.6 |
 EF1566| CG4848 BRAKEFIELD 2 RM 3                    29.476 METERS 35913     |
 EF1566|---------------------------------------------------------------------|
 EF1566
 EF1566                          SUPERSEDED SURVEY CONTROL
 EF1566
 EF1566  ELLIP H (12/04/92)  271.37   (m)                       GP(       ) 4 1
 EF1566  NAD 83(1986)-  34 14 41.38393(N)    087 43 27.43337(W) AD(       ) 2
 EF1566  NAD 27      -  34 14 41.03375(N)    087 43 27.33236(W) AD(       ) 2
 EF1566  NGVD 29 (12/04/92)  298.1    (m)          978.     (f) GPS OBS        
 EF1566
 EF1566.Superseded values are not recommended for survey control.
 EF1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1566.See file dsdata.txt to determine how the superseded data were derived.
 EF1566
 EF1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3330589540(NAD 83)
 EF1566_MARKER: DH = HORIZONTAL CONTROL DISK
 EF1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1566_SP_SET: CONCRETE POST
 EF1566_STAMPING: BRAKEFIELD 2 1977
 EF1566_MARK LOGO: NGS   
 EF1566_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1566+STABILITY: SURFACE MOTION
 EF1566_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1566+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 EF1566
 EF1566  HISTORY     - Date     Condition        Report By
 EF1566  HISTORY     - 1977     MONUMENTED       NGS
 EF1566  HISTORY     - 19900122 GOOD             ALHD
 EF1566  HISTORY     - 19920122 GOOD             ALHD
 EF1566
 EF1566                          STATION DESCRIPTION
 EF1566
 EF1566'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1566'THE STATION IS LOCATED IN MARION COUNTY ON THE PROPERTY OF MR. MURPHY
 EF1566'SHIRLEY, ABOUT 3.86 KM (2.40 MI) SOUTHWEST OF BEAR CREEK AND ABOUT
 EF1566'24.78 KM (15.40 MI) NORTH - NORTHEAST OF HAMILTON.
 EF1566'TO REACH THE STATION FROM THE JUNCTION OF ALA 5, ALA 13, AND ALA 172,
 EF1566'MILE POST 222.35 ON ALA 5 AND ALA 13, IN BEAR CREEK, DRIVE WEST ON
 EF1566'ALA 172 1.77 KM (1.10 MI) TO MILE POST 23.35 AND ALA 241 ON THE LEFT,
 EF1566'TURN LEFT ON ALA 241 AND DRIVE SOUTH 4.59 KM (2.85 MI) TO MILE POST
 EF1566'8.35 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE PAVED
 EF1566'COUNTY ROAD AND DRIVE EAST 0.16 KM (0.10 MI) TO THE STATION ON THE
 EF1566'LEFT IN A PASTURE.
 EF1566'THE STATION IS 3.96 M (12.99 FT) NORTH OF AN OVERHEAD POWER LINE,
 EF1566'22.56 M (74.02 FT) SOUTH - SOUTHWEST OF THE EAST ONE OF A LINE OF
 EF1566'CEDAR TREES, 28.35 M (93.01 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF
 EF1566'A CHICKEN HOUSE, 28.65 M (94.00 FT) SOUTH - SOUTHEAST OF THE
 EF1566'NORTHEAST CORNER OF A CHICKEN HOUSE, AND 33.83 M (110.99 FT)
 EF1566'NORTHWEST OF THE CENTER OF THE PAVED COUNTY ROAD.
 EF1566'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT
 EF1566'MR. MURPHY SHIRLEY
 EF1566'ROUTE 1, BOX 116
 EF1566'BEAR CREEK, ALABAMA 35543
 EF1566'PHONE - 205 - 486 - 9746.
 EF1566'STATION 47 - 1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1566
 EF1566                          STATION RECOVERY (1992)
 EF1566
 EF1566'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 EF1566'THE STATION IS LOCATED IN MARION COUNTY ON THE PROPERTY OF MR. MURPHY
 EF1566'SHIRLEY, ABOUT 3.86 KM (2.40 MI) SOUTHWEST OF BEAR CREEK AND ABOUT
 EF1566'24.78 KM (15.40 MI) NORTH-NORTHEAST OF HAMILTON.
 EF1566'TO REACH THE STATION FROM THE JUNCTION OF ALA 5, ALA 13, AND ALA 172,
 EF1566'MILE POST 222.35 ON ALA 5 AND ALA 13, IN BEAR CREEK, DRIVE WEST ON
 EF1566'ALA 172 FOR 1.77 KM (1.10 MI) TO MILE POST 23.35 AND ALA 241 ON THE
 EF1566'LEFT, TURN LEFT ON ALA 241 AND DRIVE SOUTH FOR 4.59 KM (2.85 MI) TO
 EF1566'MILE POST 8.35 AND A PAVED COUNTY ROAD ON THE LEFT, TURN LEFT ON THE
 EF1566'PAVED COUNTY ROAD AND DRIVE EAST FOR 0.16 KM (0.10 MI) TO THE STATION
 EF1566'ON THE LEFT IN A PASTURE.
 EF1566'THE STATION IS 3.96 M (12.99 FT) NORTH OF AN OVERHEAD POWER LINE,
 EF1566'22.56 M (74.02 FT) SOUTH-SOUTHWEST OF THE EAST ONE OF A LINE OF CEDAR
 EF1566'TREES, 28.35 M (93.01 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF A
 EF1566'CHICKEN HOUSE, 28.65 M (94.00 FT) SOUTH-SOUTHEAST OF THE NORTHEAST
 EF1566'CORNER OF A CHICKEN HOUSE, AND 33.83 M (110.99 FT) NORTHWEST OF THE
 EF1566'CENTER OF THE PAVED COUNTY ROAD.
 EF1566'BEFORE USING THIS STATION AT NIGHT, PLEASE CONTACT
 EF1566'MR. MURPHY SHIRLEY
 EF1566'ROUTE 1, BOX 116
 EF1566'BEAR CREEK, ALABAMA 35543
 EF1566'PHONE - 205-486-9746.
 EF1566'STATION 47-1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2251 ***********************************************************************
 EE2251  DESIGNATION -  BRANDON RESET
 EE2251  PID         -  EE2251
 EE2251  STATE/COUNTY-  AL/DE KALB
 EE2251  USGS QUAD   -  CHAVIES (1983)
 EE2251
 EE2251                         *CURRENT SURVEY CONTROL
 EE2251  ___________________________________________________________________
 EE2251* NAD 83(1992)-  34 23 07.10007(N)    085 45 12.83214(W)     ADJUSTED  
 EE2251* NAVD 88     -       509.     (meters)    1670.     (feet)  VERTCON   
 EE2251  ___________________________________________________________________
 EE2251  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 EE2251  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 EE2251
 EE2251  HORZ ORDER  -  FIRST
 EE2251
 EE2251.The horizontal coordinates were established by classical geodetic methods
 EE2251.and adjusted by the National Geodetic Survey in December 1992..
 EE2251
 EE2251.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2251.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2251
 EE2251.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2251
 EE2251.The geoid height was determined by GEOID03.
 EE2251
 EE2251;                    North         East     Units Scale Factor Converg.
 EE2251;SPC AL E     -   430,845.716   207,335.696   MT  0.99996066   +0 02 42.2
 EE2251;UTM  16      - 3,805,583.205   614,586.607   MT  0.99976184   +0 42 14.4
 EE2251
 EE2251!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2251!SPC AL E     -   0.99992457  x   0.99996066  =   0.99988523
 EE2251!UTM  16      -   0.99992457  x   0.99976184  =   0.99968642
 EE2251
 EE2251:                Primary Azimuth Mark                     Grid Az
 EE2251:SPC AL E     -  BRANDON AZ MK                            019 17 57.0
 EE2251:UTM  16      -  BRANDON AZ MK                            018 38 24.8
 EE2251
 EE2251|---------------------------------------------------------------------|
 EE2251| PID    Reference Object                     Distance      Geod. Az  |
 EE2251|                                                           dddmmss.s |
 EE2251| CG4853 BRANDON AZ MK                                      0192039.2 |
 EE2251| CG4856 BRANDON REF POST EAST                 1.820 METERS 09132     |
 EE2251| CG4857 BRANDON REF POST SOUTH                1.823 METERS 18704     |
 EE2251| CG4854 BRANDON RM 1                         16.292 METERS 27148     |
 EE2251| CG4855 BRANDON RM 2                         34.933 METERS 34817     |
 EE2251|---------------------------------------------------------------------|
 EE2251
 EE2251                          SUPERSEDED SURVEY CONTROL
 EE2251
 EE2251  NAD 83(1986)-  34 23 07.10645(N)    085 45 12.83149(W) AD(       ) 1
 EE2251  NAD 27      -  34 23 06.78400(N)    085 45 12.95100(W) AD(       ) 1
 EE2251  NGVD 29 (05/06/92)  509.     (m)         1670.     (f) VERT ANG       
 EE2251
 EE2251.Superseded values are not recommended for survey control.
 EE2251.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2251.See file dsdata.txt to determine how the superseded data were derived.
 EE2251
 EE2251_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1458705583(NAD 83)
 EE2251_MARKER: DS = TRIANGULATION STATION DISK
 EE2251_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2251_SP_SET: CONCRETE POST
 EE2251_STAMPING: BRANDON 1875 1941
 EE2251_MARK LOGO: CGS   
 EE2251_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2251_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2251+STABILITY: SURFACE MOTION
 EE2251_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE2251+SATELLITE: SATELLITE OBSERVATIONS - May 17, 1990
 EE2251
 EE2251  HISTORY     - Date     Condition        Report By
 EE2251  HISTORY     - 1875     MONUMENTED       CGS
 EE2251  HISTORY     - 1934     GOOD             CGS
 EE2251  HISTORY     - 1936     GOOD             CGS
 EE2251  HISTORY     - 1941     SEE DESCRIPTION  CGS
 EE2251  HISTORY     - 1941     GOOD             CGS
 EE2251  HISTORY     - 1949     GOOD             TVA
 EE2251  HISTORY     - 1965     GOOD             USGS
 EE2251  HISTORY     - 19900517 GOOD             ALHD
 EE2251
 EE2251                          STATION DESCRIPTION
 EE2251
 EE2251'DESCRIBED BY COAST AND GEODETIC SURVEY 1875 (FPW)
 EE2251'STATION IS ON THE HIGHEST PART OF LOOKOUT MOUNTAIN, NEAR COLLBRAN
 EE2251'STATION ON THE ALABAMA GREAT SOUTHERN RAILROAD, 57 MILES FROM
 EE2251'CHATTANOOGA, TENNESSEE, IN SECTION 36, T 7 S, R 8 E, HUNTSVILLE
 EE2251'MERIDIAN, WHEN THE STATION WAS ESTABLISHED THE NEAREST POST OFFICE
 EE2251'WAS BRANDON, DISTANT ABOUT 3 MILES.  THERE ARE TWO SPRINGS S OF THE
 EE2251'STATION ABOUT 1/2 MILE AND ONE SPRING W OF THE STATION ABOUT 1/4
 EE2251'MILE.
 EE2251'
 EE2251'THE SURFACE MARK IS A CROSS CUT ON A GRANITE POST 5 BY 5 INCHES
 EE2251'SQUARE, BURIED WITH THE TOP PROJECTING ABOVE THE GROUND.  THE
 EE2251'LETTERS U.S.C.S. ARE ALSO CUT ON THE POST.
 EE2251'
 EE2251'THE UNDERGROUND MARK IS A STONE JUG BURIED 2 FEET BELOW THE SURFACE
 EE2251'OF THE GROUND.
 EE2251'
 EE2251'THE REFERENCE MARKS ARE 4 SIMILAR GRANITE POSTS WITH LINES CUT
 EE2251'DIAGONALLY, THE INTERSECTION OF WHICH IS 6 FEET FROM THE CENTER OF
 EE2251'THE STATION.  ARROWHEADS ARE ALSO CUT ON ONE LINE OF EACH POST AND
 EE2251'POINT TO THE CENTER OF THE STATION AND ARE DUE N, S, E AND W OF THE
 EE2251'STATION.
 EE2251
 EE2251                          STATION RECOVERY (1934)
 EE2251
 EE2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EE2251'STATION IS ON THE W EDGE OF THE CLEARED SUMMIT OF BRANDON MOUNTAIN OF
 EE2251'THE LOOKOUT MOUNTAIN RANGE, ON THE PROPERTY OF F. O. ROBINSON, 200
 EE2251'YARDS S OF HIS HOUSE, ABOUT 100 FEET NNW OF THE S EDGE OF THE
 EE2251'SUMMIT, 50 FEET E OF THE E EDGE OF THE SECOND GROWTH TIMBER AT THE W
 EE2251'EDGE OF THE SUMMIT, AT THE NW EDGE OF A CLEARED FIELD.  THE STONE
 EE2251'CENTER POST AND THE 4 REFERENCE POSTS AT THE CARDINAL COMPASS POINTS
 EE2251'WERE RECOVERED IN GOOD CONDITION BUT THE N AND W REFERENCE
 EE2251'POSTS WERE REMOVED IN SETTING THE TOWER.  STATION WAS RE-MARKED
 EE2251'BY SETTING A STANDARD DISK IN THE OLD STATION POST.  THREE
 EE2251'ADDITIONAL STANDARD DISK REFERENCE MARKS WERE ESTABLISHED AT THIS
 EE2251'TIME.
 EE2251'
 EE2251'REFERENCE MARK NO.1 IS WNW OF THE STATION, AT THE E EDGE OF PINE AND
 EE2251'OAK COPSE.  REFERENCE MARK NO.2 IS NW OF THE STATION, NEAR S EDGE OF
 EE2251'ORCHARD, AT E EDGE OF THE WOODS.  THE AZIMUTH MARK IS 350 YARDS N
 EE2251'OF THE STATION, 150 YARDS E OF ROBINSONS HOUSE, 20 FEET N OF THE
 EE2251'CENTER OF THE ROAD LEADING TO ROBINSONS HOUSE, ON TOP OF BANK.
 EE2251'
 EE2251'TO REACH THE STATION FROM THE COURTHOUSE AT FORT PAYNE, GO E ON
 EE2251'STREET TOWARDS MOUNTAIN 0.5 MILE AND TURN S ALONG FOOT OF MOUNTAIN,
 EE2251'CONTINUE 1.7 MILES TO CROSSROADS AT SUMMIT AND TURN RIGHT FOR 1.2
 EE2251'MILES AND TAKE RIGHT FORK, CONTINUE 2.2 MILES AND TURN RIGHT ON
 EE2251'DIM T-ROAD 0.7 MILE TO ROBINSONS HOME AND THE STATION 200 YARDS S.
 EE2251'37 FEET TO CLEAR LOCAL TIMBER.
 EE2251
 EE2251                          STATION RECOVERY (1936)
 EE2251
 EE2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (MZB)
 EE2251'STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE.  ALL
 EE2251'MARKS ARE IN GOOD CONDITION.
 EE2251
 EE2251                          STATION RECOVERY (1941)
 EE2251
 EE2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 EE2251'THE STATION AND ALL MARKS WERE RECOVERED AS DESCRIBED WITH THE
 EE2251'EXCEPTION OF THE STATION MARK WHICH HAD BEEN DESTROYED.
 EE2251'
 EE2251'THE ORIGINAL SUBSURFACE MARK, A STONE JUG, WAS RECOVERED IN GOOD
 EE2251'CONDITION.  A NEW STATION MARK, A STANDARD BRONZE DISK SET IN A
 EE2251'BLOCK OF CONCRETE WAS PLUMBED DIRECTLY OVER THE ORIGINAL SUBSURFACE
 EE2251'MARK.  THE NEW MARK WAS SET ABOUT 1 FOOT BELOW THE SURFACE OF THE
 EE2251'GROUND.
 EE2251'
 EE2251'DISTANCES AND DIRECTIONS TO THE REFERENCE MARKS AND THE AZIMUTH MARK
 EE2251'CHECKED SATISFACTORILY WITH THE EXCEPTION OF REFERENCE MARK NO.2
 EE2251'WHICH FAILED TO CHECK BY ABOUT 2 MINUTES.
 EE2251'
 EE2251'A NEW DESCRIPTION FOLLOWS-
 EE2251'
 EE2251'THE STATION IS LOCATED ABOUT 4 MILES SSW OF FORT PAYNE AND ABOUT 6
 EE2251'MILES NE OF POTTERSVILLE, ON THE CLEARED SUMMIT OF BRANDON MOUNTAIN
 EE2251'OF THE LOOKOUT MOUNTAIN RANGE, ON THE OLD F.O. ROBINSON PLACE ABOUT
 EE2251'200 YARDS S OF THE HOUSE AND ABOUT 100 FEET NNW OF THE S EDGE OF
 EE2251'THE SUMMIT AT THE NW EDGE OF A CLEARED FIELD.
 EE2251'
 EE2251'TWO OF THE ORIGINAL REFERENCE MARKS WERE RECOVERED.  THESE ARE
 EE2251'GRANITE POSTS WITH A CROSS CHISELED IN THE TOP.  OLD REFERENCE MARK S
 EE2251'IS LOCATED 5.98 FEET S OF THE STATION AND PROJECTS ABOUT 4
 EE2251'INCHES ABOVE THE SURFACE OF THE GROUND.  OLD REFERENCE MARK E IS
 EE2251'LOCATED 5.97 FEET E OF THE STATION AND PROJECTS ABOUT 4 INCHES ABOVE
 EE2251'THE SURFACE OF THE GROUND.
 EE2251'
 EE2251'THE REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 EE2251'BLOCKS OF CONCRETE AND WERE RECOVERED IN GOOD CONDITION.
 EE2251'
 EE2251'REFERENCE MARK NO.1 IS LOCATED 53.45 FEET WSW OF THE STATION, IT
 EE2251'PROJECTS ABOUT 6 INCHES ABOVE THE SURFACE OF THE GROUND.
 EE2251'
 EE2251'REFERENCE MARK NO.2, IS LOCATED 114.61 FEET NNW OF THE STATION.  IT
 EE2251'PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF THE GROUND.
 EE2251'
 EE2251'THE AZIMUTH MARK IS LOCATED ABOUT 300 YARDS NNE OF THE STATION ON THE
 EE2251'RIGHT-HAND SIDE OF A CUT ABOUT 100 YARDS BEFORE REACHING THE OLD
 EE2251'ROBINSON HOUSE ENROUTE TO THE STATION.
 EE2251'
 EE2251'TO REACH THE STATION FROM THE COURTHOUSE IN FORT PAYNE GO E ON THE
 EE2251'STREET TOWARDS THE MOUNTAIN FOR 0.5 MILE, THEN TURN S ALONG THE FOOT
 EE2251'OF THE MOUNTAIN FOR 1.7 MILES TO CROSSROADS AT THE SUMMIT AND A
 EE2251'COUNTRY STORE, TURN RIGHT AT THE STORE AND GO 1.2 MILES AND THEN
 EE2251'TAKE RIGHT-HAND ROAD AND CONTINUE FOR 2.2 MILES TO A DIM T-ROAD
 EE2251'RIGHT, TURN RIGHT ON THE DIM ROAD AND GO 0.7 MILE TO THE OLD ROBINSON
 EE2251'HOUSE AND THE STATION 200 YARDS S OF THE HOUSE.
 EE2251
 EE2251                          STATION RECOVERY (1941)
 EE2251
 EE2251'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941
 EE2251'RECOVERED IN GOOD CONDITION.
 EE2251
 EE2251                          STATION RECOVERY (1949)
 EE2251
 EE2251'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CBW)
 EE2251'STATION IS 6 MILES E OF FT. PAYNE.  IT WAS RECOVERED IN GOOD
 EE2251'CONDITION.  MARK IS STAMPED BRANDON 1875 1941.
 EE2251
 EE2251                          STATION RECOVERY (1965)
 EE2251
 EE2251'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965 (JRH)
 EE2251'STATION-REFERENCE MARKS 1 AND 2, ALSO THE AZIMUTH MARK FOUND IN GOOD
 EE2251'CONDITION.  DESCRIPTION IS ADEQUATE.
 EE2251
 EE2251                          STATION RECOVERY (1990)
 EE2251
 EE2251'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EE2251'THE STATION IS LOCATED IN DEKALB COUNTY ON PROPERY OWNED BY MR. P. W.
 EE2251'COLVARD, ABOUT 6.44 KM (4.00 MI) SOUTHWEST OF FORT PAYNE AND ABOUT
 EE2251'16.58 KM (10.30 MI) NORTHEAST OF COLLINSVILLE.
 EE2251'TO REACH THE STATION FROM THE SOUTH JUNCTION OF U. S. 11, GAULT AVENUE
 EE2251'SOUTH, AND ALA 35 NORTH, MILE POST 228.75 ON U. S. 11, DRIVE
 EE2251'SOUTHWEST ON U. S. 11 7.48 KM (4.65 MI) TO MILE POST 224.10 AND
 EE2251'DEKALB COUNTY ROAD NO. 81 ON THE LEFT, TURN LEFT ON DEKALB COUNTY
 EE2251'ROAD NO. 81 AND DRIVE SOUTHEAST 0.32 KM (0.20 MI) TO A RAILROAD GRADE
 EE2251'CROSSING, CONTINUE SOUTHEASTERLY ON DEKALB COUNTY ROAD NO 81 2.01 KM
 EE2251'(1.25 MI) TO A COUNTY GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE
 EE2251'COUNTY GRAVEL ROAD AND DRIVE NORTHEASTERLY 3.46 KM (2.15 MI) TO
 EE2251'DEKALB COUNTY ROAD NO. 89 LEFT AND RIGHT, TURN LEFT ON DEKALB COUNTY
 EE2251'ROAD NO. 89 AND DRIVE NORTH 0.40 KM (0.25 MI) TO A COUNTY GRAVEL ROAD
 EE2251'ON THE LEFT, TURN LEFT ON THE COUNTY GRAVEL ROAD AND DRIVE WESTERLY
 EE2251'1.13 KM (0.70 MI) TO THE END OF THE ROAD AT A MICROWAVE TOWER AND THE
 EE2251'STATION ON THE RIGHT.
 EE2251'THE STATION IS 22.04 M (72.31 FT) SOUTHWEST OF THE NORTHWEST CORNER OF
 EE2251'THE CHAIN LINK FENCE AROUND THE MICROWAVE TOWER, 0.55 M (1.80 FT)
 EE2251'NORTH - NORTHWEST OF A CARSONITE WITNESS POST, AND IS SET 0.30 M
 EE2251'(0.98 FT) UNDERGROUND.
 EE2251'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 EE2251'MR. P. W. COLVARD
 EE2251'ROUTE 4, BOX 215
 EE2251'FORT PAYNE, ALABAMA 35967
 EE2251'PHONE 205 - 845 - 3591
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2283 ***********************************************************************
 CM2283  DESIGNATION -  BRANTLEY
 CM2283  PID         -  CM2283
 CM2283  STATE/COUNTY-  AL/MACON
 CM2283  USGS QUAD   -  DAVISVILLE (1973)
 CM2283
 CM2283                         *CURRENT SURVEY CONTROL
 CM2283  ___________________________________________________________________
 CM2283* NAD 83(1992)-  32 17 54.67290(N)    085 41 08.26365(W)     ADJUSTED  
 CM2283* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 CM2283  ___________________________________________________________________
 CM2283  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CM2283  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CM2283
 CM2283  HORZ ORDER  -  FIRST
 CM2283
 CM2283.The horizontal coordinates were established by classical geodetic methods
 CM2283.and adjusted by the National Geodetic Survey in December 1992..
 CM2283
 CM2283.The orthometric height was scaled from a topographic map.
 CM2283
 CM2283.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2283
 CM2283.The geoid height was determined by GEOID03.
 CM2283
 CM2283;                    North         East     Units Scale Factor Converg.
 CM2283;SPC AL E     -   199,415.045   213,911.107   MT  0.99996239   +0 04 44.1
 CM2283;UTM  16      - 3,574,283.713   623,750.154   MT  0.99978885   +0 42 08.6
 CM2283
 CM2283!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2283!SPC AL E     -   0.99998881  x   0.99996239  =   0.99995120
 CM2283!UTM  16      -   0.99998881  x   0.99978885  =   0.99977766
 CM2283
 CM2283|---------------------------------------------------------------------|
 CM2283| PID    Reference Object                     Distance      Geod. Az  |
 CM2283|                                                           dddmmss.s |
 CM2283| CY8103 BRANTLEY RM 1                        25.283 METERS 20054     |
 CM2283| CY8102 BRANTLEY AZ MK                                     2300746.2 |
 CM2283| CY8104 BRANTLEY RM 2                        25.069 METERS 29855     |
 CM2283|---------------------------------------------------------------------|
 CM2283
 CM2283                          SUPERSEDED SURVEY CONTROL
 CM2283
 CM2283  NAD 83(1986)-  32 17 54.68305(N)    085 41 08.26295(W) AD(       ) 1
 CM2283  NAD 27      -  32 17 54.16500(N)    085 41 08.43900(W) AD(       ) 1
 CM2283
 CM2283.Superseded values are not recommended for survey control.
 CM2283.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2283.See file dsdata.txt to determine how the superseded data were derived.
 CM2283
 CM2283_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2375074284(NAD 83)
 CM2283_MARKER: DS = TRIANGULATION STATION DISK
 CM2283_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2283_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM2283
 CM2283  HISTORY     - Date     Condition        Report By
 CM2283  HISTORY     - 1943     MONUMENTED       CGS
 CM2283  HISTORY     - 1981     GOOD             NGS
 CM2283
 CM2283                          STATION DESCRIPTION
 CM2283
 CM2283'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 CM2283'THE STATION IS LOCATED 9.95 MILES BY ROAD S OF TUSKEGEE ON THE
 CM2283'SUMMIT OF A SMALL WOODED KNOLL, 147 FEET SE OF THE CENTER OF U.S.
 CM2283'HIGHWAY 29.  IT IS STAMPED BRANTLEY 1943 AND PROJECTS ABOUT 10
 CM2283'INCHES.
 CM2283'
 CM2283'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CM2283'DISKS SET IN CONCRETE.
 CM2283'
 CM2283'REFERENCE MARK NO. 1 IS S OF THE STATION.  IT IS STAMPED BRANTLEY
 CM2283'NO. 1 1943 AND PROJECTS ABOUT 8 INCHES.
 CM2283'
 CM2283'REFERENCE MARK NO. 2 IS SW OF THE STATION AND 65 FEET SE OF THE
 CM2283'CENTER OF U.S. HIGHWAY 29.  IT IS STAMPED BRANTLEY NO. 2 1943
 CM2283'AND PROJECTS ABOUT 6 INCHES.
 CM2283'
 CM2283'THE AZIMUTH MARK IS SW OF THE STATION, 60 FEET NW OF THE CENTER
 CM2283'OF U.S. HIGHWAY 29 AND 1 FOOT SE OF A WIRE FENCE.  IT IS STAMPED
 CM2283'BRANTLEY 1943.  TO REACH FROM THE STATION GO SW ON U.S. HIGHWAY
 CM2283'29 FOR 0.25 MILE TO AZIMUTH MARK ON RIGHT.
 CM2283'
 CM2283'TO REACH THE STATION FROM THE S SIDE OF THE SQUARE IN TUSKEGEE
 CM2283'GO S ON U.S. HIGHWAY 29 FOR 9.95 MILES TO STATION ON THE LEFT.
 CM2283'
 CM2283'A 77-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION FORT DAVIS.
 CM2283'
 CM2283'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION JOHNSON.
 CM2283'
 CM2283'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION TUSKEGEE
 CM2283'SQUARE.
 CM2283'
 CM2283'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION UNION.
 CM2283'
 CM2283'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION FITZ.
 CM2283'
 CM2283'A 64-FOOT TOWER WILL SEE A 77-FOOT LIGHT AT STATION LANE.
 CM2283'
 CM2283'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CM2283
 CM2283                          STATION RECOVERY (1981)
 CM2283
 CM2283'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 CM2283'THE STATION MARK, REFERENCE MARK NO 1 AND NO 2 WERE RECOVERED IN GOOD
 CM2283'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND.  A NEW
 CM2283'DESCRIPTION FOLLOWS.
 CM2283'
 CM2283'THE STATION IS LOCATED ABOUT 9.9 MILES BY ROAD SOUTHOF TUSKEGEE, 4.25
 CM2283'MILES NORTH OF THE SMALL VILLAGE OF FORT DAVIS, ON THE SUMMIT OF A
 CM2283'SMALL WOODED KNOLL ON THE EAST SIDE OF U.S. HIGHWAY 29, IN SECTION 7,
 CM2283'T 15N R 24E.  TO REACH FROM THE RAILROAD CROSSING IN FORT DAVIS, GO
 CM2283'NORTH ON U.S.  HIGHWAY 29 FOR 4.25 MILES TO THE STATION ON THE RIGHT.
 CM2283'
 CM2283'STATION MARK IS A STANDARD CGS DISK, STAMPED---BRANTLEY 1943---SET IN
 CM2283'THE TOP OF A SQUARE CONCRETE POST, PROJECTING 6 INCHES.  IT IS 147
 CM2283'FEET SOUTHEAST OF THE CENTER OF HIGHWAY, 45.5 FEET NORTHEAST OF A 14-
 CM2283'INCH SWEET GUM TREE, 19 FEET SOUTH OF AN 8-INCH SWEET GUM TREE AND
 CM2283'1.0 FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CM2283'
 CM2283'REFERENCE MARK NO 1 IS A STANDARD CGS DISK, STAMPED---BRANTLEY NO 1
 CM2283'1943---SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 4 INCHES.
 CM2283'IT IS 82.95 FEET SOUTHWST OF THE STATION, 18 FEET NORTHWEST OF THE
 CM2283'WEST EDGE OF A 4-FOOT BANK, 7.6 FEET NORTHEAST OF A 12-INCH PINE TREE
 CM2283'AND 1.0 FOOT SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 CM2283'
 CM2283'REFERENCE MARK NO 2 IS A STANDARD CGS DISK, STAMPED---BRANTLEY NO 2
 CM2283'1943--SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 4 INCHES.
 CM2283'IT IS 82.25 FEET NORTHWEST OF THE STATION, 65 FEET SOUTHEAST OF THE
 CM2283'CENTER OF HIGHWAY, 68 FEET NORTHWEST OF A FORKED TRUNK SWEET GUM TREE
 CM2283'AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1832 ***********************************************************************
 BU1832  DESIGNATION -  BRANTLEY MUNICIPAL TANK
 BU1832  PID         -  BU1832
 BU1832  STATE/COUNTY-  AL/CRENSHAW
 BU1832  USGS QUAD   -  BRANTLEY (1971)
 BU1832
 BU1832                         *CURRENT SURVEY CONTROL
 BU1832  ___________________________________________________________________
 BU1832* NAD 83(1992)-  31 35 13.66806(N)    086 15 24.32988(W)     ADJUSTED  
 BU1832* NAVD 88     -                                                        
 BU1832  ___________________________________________________________________
 BU1832  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 BU1832  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU1832
 BU1832  HORZ ORDER  -  THIRD
 BU1832
 BU1832.The horizontal coordinates were established by classical geodetic methods
 BU1832.and adjusted by the National Geodetic Survey in December 1992..
 BU1832
 BU1832
 BU1832.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1832
 BU1832.The geoid height was determined by GEOID03.
 BU1832
 BU1832;                    North         East     Units Scale Factor Converg.
 BU1832;SPC AL E     -   120,603.315   159,812.437   MT  0.99997991   -0 13 18.4
 BU1832;UTM  16      - 3,494,913.236   570,516.808   MT  0.99966133   +0 23 21.6
 BU1832
 BU1832                          SUPERSEDED SURVEY CONTROL
 BU1832
 BU1832  NAD 83(1986)-  31 35 13.67961(N)    086 15 24.32792(W) AD(       ) 4
 BU1832  NAD 27      -  31 35 13.09500(N)    086 15 24.49300(W) AD(       ) 3
 BU1832
 BU1832.Superseded values are not recommended for survey control.
 BU1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1832.See file dsdata.txt to determine how the superseded data were derived.
 BU1832
 BU1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7051794913(NAD 83)
 BU1832_MARKER: 53 = ELEVATED TANK
 BU1832
 BU1832  HISTORY     - Date     Condition        Report By
 BU1832  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1832
 BU1832                          STATION DESCRIPTION
 BU1832
 BU1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1832'STATION IS LOCATED IN THE TOWN OF BRANTLEY, 50 FEET E OF U.S.
 BU1832'HIGHWAY 29.  IT IS THE SILVER-PAINTED, CYLINDRICAL, KETTLE-BOTTOM,
 BU1832'AND CONICAL-ROOFED WATER TANK ATOP A FOUR-LEGGED STEEL STRUCTURE
 BU1832'ABOUT 120 FEET HIGH.
 BU1832'
 BU1832'THE POINT OBSERVED UPON WAS THE BALL AT THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2122 ***********************************************************************
 BU2122  DESIGNATION -  BRANTLEY RESET
 BU2122  PID         -  BU2122
 BU2122  STATE/COUNTY-  AL/CRENSHAW
 BU2122  USGS QUAD   -  BRANTLEY (1971)
 BU2122
 BU2122                         *CURRENT SURVEY CONTROL
 BU2122  ___________________________________________________________________
 BU2122* NAD 83(1992)-  31 36 34.17854(N)    086 15 53.28659(W)     ADJUSTED  
 BU2122* NAVD 88     -       123.     (meters)     404.     (feet)  SCALED    
 BU2122  ___________________________________________________________________
 BU2122  LAPLACE CORR-           1.08  (seconds)                    DEFLEC99
 BU2122  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU2122
 BU2122  HORZ ORDER  -  SECOND
 BU2122
 BU2122.The horizontal coordinates were established by classical geodetic methods
 BU2122.and adjusted by the National Geodetic Survey in December 1992..
 BU2122
 BU2122.The orthometric height was scaled from a topographic map.
 BU2122
 BU2122.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2122
 BU2122.The geoid height was determined by GEOID03.
 BU2122
 BU2122;                    North         East     Units Scale Factor Converg.
 BU2122;SPC AL E     -   123,085.950   159,058.797   MT  0.99998067   -0 13 34.1
 BU2122;UTM  16      - 3,497,386.897   569,736.973   MT  0.99965998   +0 23 07.3
 BU2122
 BU2122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2122!SPC AL E     -   0.99998488  x   0.99998067  =   0.99996555
 BU2122!UTM  16      -   0.99998488  x   0.99965998  =   0.99964486
 BU2122
 BU2122|---------------------------------------------------------------------|
 BU2122| PID    Reference Object                     Distance      Geod. Az  |
 BU2122|                                                           dddmmss.s |
 BU2122| CF9948 BRANTLEY RM 1                        27.748 METERS 08739     |
 BU2122| BU2123 MOODY RESET                         APPROX.10.0 KM 1482141.2 |
 BU2122| BU1832 BRANTLEY MUNICIPAL TANK             APPROX. 2.6 KM 1625315.0 |
 BU2122| CF9947 BRANTLEY AZ MK                                     1673636.8 |
 BU2122| CS7007 BRANTLEY AZ MK 2                                   17403     |
 BU2122| CS7006 BRANTLEY RM 3                        21.658 METERS 35220     |
 BU2122| CF9949 BRANTLEY RM 2                        20.872 METERS 35257     |
 BU2122| BU1830 LUVERNE MUNICIPAL TANK              APPROX.11.6 KM 3595952.2 |
 BU2122|---------------------------------------------------------------------|
 BU2122
 BU2122                          SUPERSEDED SURVEY CONTROL
 BU2122
 BU2122  NAD 83(1986)-  31 36 34.19001(N)    086 15 53.28462(W) AD(       ) 2
 BU2122  NAD 27      -  31 36 33.60500(N)    086 15 53.44600(W) AD(       ) 2
 BU2122
 BU2122.Superseded values are not recommended for survey control.
 BU2122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2122.See file dsdata.txt to determine how the superseded data were derived.
 BU2122
 BU2122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6973797387(NAD 83)
 BU2122
 BU2122  HISTORY     - Date     Condition        Report By
 BU2122  HISTORY     - 1981     MONUMENTED       NGS
 BU2122
 BU2122                          STATION DESCRIPTION
 BU2122
 BU2122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BU2122'THE STATION SURFACE MARK, REFERENCE MARK NO.2 AND AZIMUTH MARK
 BU2122'WERE FOUND DESTROYED.  THE STATION UNDERGROUND MARK AND REFERENCE
 BU2122'MARK NO.1 WERE RECOVERED IN GOOD CONDITION.  A NEW STATION
 BU2122'SURFACE MARK, REFERENCE MARK NO.3 AND AZIMUTH MARK WERE ESTABLISHED
 BU2122'AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 BU2122'
 BU2122'STATION IS LOCATED 2 MILES NORTH NORTHWEST OF BRANTLEY, ON
 BU2122'RIGHT-OF-WAY OF U.S. HIGHWAYS 29 AND 331.
 BU2122'
 BU2122'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 29 AND 331 IN
 BU2122'BRANTLEY, GO NORTH ON HIGHWAYS 29 AND 331 FOR 1.75 MILES TO A
 BU2122'SIDEROAD ON LEFT AND AZIMUTH MARK ON LEFT, CONTINUE NORTH ON
 BU2122'HIGHWAYS 29 AND 331 FOR 0.35 TO SUMMIT OF A GRADE AND A BRICK HOUSE
 BU2122'AND STATION ON THE LEFT.
 BU2122'
 BU2122'STATION MARK IS A STANDARD DISK, STAMPED---BRANTLEY 1944 1980---SET
 BU2122'IN A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS IN FRONT
 BU2122'LAWN OF BRICK HOUSE, 107.8 FEET EAST OF NORTHEAST CORNER OF HOUSE,
 BU2122'88.6 FEET WEST-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 42 FEET
 BU2122'WEST OF THE CENTER OF HIGHWAY, 32.7 FEET SOUTH-SOUTHWEST OF A
 BU2122'MAIL BOX POST, 30.9 FEET EAST OF A POWERLINE SERVICE POLE AND
 BU2122'21.8 FEET SOUTHWEST OF A METAL POST WITH HIGHWAY SIGN.
 BU2122'
 BU2122'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED---BRANTLEY NO 1
 BU2122'1944---SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.  IT
 BU2122'IS ACROSS THE HIGHWAY FROM THE STATION, 49.3 FEET EAST OF THE CENTER
 BU2122'OF HIGHWAY, 20 FEET SOUTH-SOUTHEAST OF A POWER POLE WITH TRANSFORMER
 BU2122'AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN IN FENCELINE.
 BU2122'
 BU2122'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED---BRANTLEY 1944
 BU2122'NO 3 1980---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BU2122'GROUND.  IT IS 121.3 FEET NORTHEAST OF THE NORTHEAST CORNER OF BRICK
 BU2122'HOUSE, 50.4 FEET WEST OF THE CENTER OF HIGHWAY, 72 FEET NORTH OF
 BU2122'POWERLINE SERVICE POLE, 1.7 FEET SOUTH-SOUTHEAST OF A FENCE CORNER
 BU2122'AND 1 FOOT SOUTH SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BU2122'
 BU2122'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BRANTLEY 1944 1980---SET
 BU2122'IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 BU2122'121 FEET NORTH-NORTHWEST OF A POWER POLE, 39.6 FEET WEST SOUTHWEST
 BU2122'OF THE CENTER OF HIGHWAY, 17 FEET SOUTH OF THE CENTER OF OLD
 BU2122'CONCRETE HIGHWAY, 1.7 FEET WEST NORTHWEST OF A STOP SIGN AND 1
 BU2122'FOOT SOUTH SOUTHEAST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4947 ***********************************************************************
 BG4947  DESIGNATION -  BRANYON 2
 BG4947  PID         -  BG4947
 BG4947  STATE/COUNTY-  AL/BALDWIN
 BG4947  USGS QUAD   -  GULF SHORES (1980)
 BG4947
 BG4947                         *CURRENT SURVEY CONTROL
 BG4947  ___________________________________________________________________
 BG4947* NAD 83(1992)-  30 15 20.77392(N)    087 38 18.87812(W)     ADJUSTED  
 BG4947* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG4947  ___________________________________________________________________
 BG4947  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 BG4947  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BG4947
 BG4947  HORZ ORDER  -  THIRD
 BG4947
 BG4947.The horizontal coordinates were established by classical geodetic methods
 BG4947.and adjusted by the National Geodetic Survey in December 1992..
 BG4947
 BG4947.The orthometric height was scaled from a topographic map.
 BG4947
 BG4947.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4947
 BG4947.The geoid height was determined by GEOID03.
 BG4947
 BG4947;                    North         East     Units Scale Factor Converg.
 BG4947;SPC AL W     -    28,359.576   586,664.499   MT  0.99993553   -0 04 11.4
 BG4947;UTM  16      - 3,347,299.845   438,568.620   MT  0.99964656   -0 19 18.4
 BG4947
 BG4947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4947!SPC AL W     -   1.00000438  x   0.99993553  =   0.99993991
 BG4947!UTM  16      -   1.00000438  x   0.99964656  =   0.99965094
 BG4947
 BG4947                          SUPERSEDED SURVEY CONTROL
 BG4947
 BG4947  NAD 83(1992)-  30 15 20.78398(N)    087 38 18.88160(W) AD(       ) 3
 BG4947
 BG4947.Superseded values are not recommended for survey control.
 BG4947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4947.See file dsdata.txt to determine how the superseded data were derived.
 BG4947
 BG4947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3856947300(NAD 83)
 BG4947_MARKER: DD = SURVEY DISK
 BG4947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG4947_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4947+STABILITY: SURFACE MOTION
 BG4947
 BG4947  HISTORY     - Date     Condition        Report By
 BG4947  HISTORY     - 1984     MONUMENTED       NOS
 BG4947
 BG4947                          STATION DESCRIPTION
 BG4947
 BG4947'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (GLM)
 BG4947'THE STATION IS LOCATED IN A LOW AREA SURROUNDED BY SAND DUNES ON
 BG4947'THE S SIDE OF AL 182 AND AT THE EAST END OF GULF STATE PARK.
 BG4947'
 BG4947'TO REACH THE STATION FROM THE JUNCTION OF AL 182 AND AL 59 IN GULF
 BG4947'SHORES, GO E ON AL 182 5.0 KM (3.1 MI) TO E END OF THE STATE PARK
 BG4947'AND THE STATION ON THE RIGHT ABOUT 230 FT S OF THE CENTERLINE OF
 BG4947'THE ROAD.
 BG4947'
 BG4947'STATION MARK IS A STANDARD NOS DISK STAMPED---BRANYON 2 1983---,
 BG4947'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 30 CM IN DIA AND 1 M
 BG4947'DEEP, FLUSH WITH THE GROUND.  IT IS LOCATED 88.05 M (288.9 FT) W
 BG4947'FROM THE NW CORNER OF A GREY WOOD FRAME HOUSE OWNED BY HOWARD F.
 BG4947'MAHAN, 61.99 M (203.4 FT) SW FROM UTILITY POLE NO. 9-4-2000, 54.9 M
 BG4947'(180.1 FT) SSW FROM A UTILITY WITH TWO SUPPORTING GUY-WIRES, AND
 BG4947'20.46 M SSE FROM A STANDARD NGS WITNESS POST SIGN.
 BG4947'
 BG4947'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4947'
 BG4947'DESCRIBED BY G L MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3002 ***********************************************************************
 CN3002  DESIGNATION -  BRENT
 CN3002  PID         -  CN3002
 CN3002  STATE/COUNTY-  AL/BIBB
 CN3002  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN3002
 CN3002                         *CURRENT SURVEY CONTROL
 CN3002  ___________________________________________________________________
 CN3002* NAD 83(1992)-  32 55 07.72088(N)    087 11 45.47643(W)     ADJUSTED  
 CN3002* NAVD 88     -       108.7    (meters)     357.     (feet)  VERTCON   
 CN3002  ___________________________________________________________________
 CN3002  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 CN3002  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CN3002
 CN3002  HORZ ORDER  -  SECOND
 CN3002
 CN3002.The horizontal coordinates were established by classical geodetic methods
 CN3002.and adjusted by the National Geodetic Survey in December 1992..
 CN3002
 CN3002.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3002.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3002
 CN3002.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3002
 CN3002.The geoid height was determined by GEOID03.
 CN3002
 CN3002;                    North         East     Units Scale Factor Converg.
 CN3002;SPC AL W     -   323,649.949   628,437.138   MT  0.99994330   +0 09 54.8
 CN3002;UTM  16      - 3,642,303.450   481,676.941   MT  0.99960414   -0 06 23.4
 CN3002
 CN3002!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3002!SPC AL W     -   0.99998751  x   0.99994330  =   0.99993081
 CN3002!UTM  16      -   0.99998751  x   0.99960414  =   0.99959166
 CN3002
 CN3002|---------------------------------------------------------------------|
 CN3002| PID    Reference Object                     Distance      Geod. Az  |
 CN3002|                                                           dddmmss.s |
 CN3002| CF9954 BRENT RM 1                            8.405 METERS 09753     |
 CN3002| CF9953 BRENT AZ MK                                        1490847.9 |
 CN3002| CN3005 HARRISBURG WEATHER BUR DOME         APPROX. 5.8 KM 2394218.4 |
 CN3002| CF9955 BRENT RM 2                            7.953 METERS 26314     |
 CN3002|---------------------------------------------------------------------|
 CN3002
 CN3002                          SUPERSEDED SURVEY CONTROL
 CN3002
 CN3002  NAD 83(1986)-  32 55 07.72801(N)    087 11 45.47997(W) AD(       ) 2
 CN3002  NAD 27      -  32 55 07.27881(N)    087 11 45.49129(W) AD(       ) 2
 CN3002  NGVD 29 (07/19/86)  108.7    (m)          357.     (f) VERT ANG       
 CN3002
 CN3002.Superseded values are not recommended for survey control.
 CN3002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3002.See file dsdata.txt to determine how the superseded data were derived.
 CN3002
 CN3002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8167742303(NAD 83)
 CN3002_MARKER: DS = TRIANGULATION STATION DISK
 CN3002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3002_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN3002
 CN3002  HISTORY     - Date     Condition        Report By
 CN3002  HISTORY     - 1970     MONUMENTED       NGS
 CN3002
 CN3002                          STATION DESCRIPTION
 CN3002
 CN3002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 CN3002'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF CENTERVILLE, 2
 CN3002'MILES SOUTHWEST OF BRENT AND 0.3 MILE NORTHWEST OF STATE HIGHWAYS 5
 CN3002'AND 25.  THE PROPERTY IS OWNED BY MR. JOHN H. JAMES WHO LIVES IN
 CN3002'BRENT.
 CN3002'
 CN3002'TO REACH THE STATION FROM THE POST OFFICE IN BRENT, GO SOUTHWEST ON
 CN3002'STATE HIGHWAYS 5 AND 25 FOR 2.1 MILES TO A SIDE ROAD RIGHT, JUST
 CN3002'BEFORE REACHING A REVERSE Y-FORK, ( TO REACH THE AZIMUTH MARK FROM
 CN3002'THIS POINT, CONTINUE SOUTHWEST ON STATE HIGHWAYS 5 AND 25 FOR 0.15
 CN3002'MILE TO THE MARK ON THE LEFT ), TURN RIGHT, CROSSING A PAVED
 CN3002'ROAD, AND GO NORTHWEST AND NORTH ON A NARROW PAVED ROAD FOR 0.3
 CN3002'MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO WEST ON A DIRT ROAD FOR
 CN3002'0.15 MILE TO THE STATION ON LEFT, IN A FENCE LINE.
 CN3002'
 CN3002'STATION MARKS ARE STANDARD DISKS STAMPED BRENT 1970.  THE SURFACE
 CN3002'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN3002'THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET
 CN3002'SOUTH OF AN 18-INCH PINE TREE, 8 FEET NORTH OF A 12-INCH TRIANGULAR
 CN3002'BLAZED OAK TREE AND 4 FEET NORTH OF A WIRE FENCE.  THE UNDERGROUND
 CN3002'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES
 CN3002'BELOW THE GROUND SURFACE.
 CN3002'
 CN3002'REFERENCE MARK 1, A STANDARD DISK STAMPED BRENT NO 1 1970, IS SET IN
 CN3002'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CN3002'WITH THE GROUND SURFACE.  IT IS 43 FEET SOUTHEAST OF THE PINE TREE,
 CN3002'29.5 FEET EAST OF THE OAK TREE, 1-FOOT NORTH OF THE WIRE FENCE AND
 CN3002'ABOUT 1-FOOT LOWER THAN THE STATION MARK.
 CN3002'
 CN3002'REFERENCE MARK 2, A STANDARD DISK STAMPED BRENT NO 2 1970, IS SET IN
 CN3002'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CN3002'WITH THE GROUND SURFACE.  IT IS 51.5 FEET SOUTHWEST OF THE PINE
 CN3002'TREE, 24 WEST OF THE OAK TREE AND 1.5 FEET NORTH OF THE WIRE
 CN3002'FENCE.
 CN3002'
 CN3002'THE AZIMUTH MARK, A STANDARD DISK STAMPED BRENT 1970, IS SET IN THE
 CN3002'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CN3002'INCHES ABOVE THE GROUND SURFACE.  IT IS 43 FEET SOUTHEAST OF THE
 CN3002'CENTER OF STATE HIGHWAYS 5 AND 25, 3.5 FEET EAST OF TELEPHONE POLE
 CN3002'NUMBER 44, 2 FEET SOUTHWEST OF A METAL WITNESS POST AND 4 FEET
 CN3002'ABOVE THE LEVEL OF HIGHWAYS.
 CN3002'
 CN3002'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3006 ***********************************************************************
 CN3006  DESIGNATION -  BRENT ND CASS CO TANK
 CN3006  PID         -  CN3006
 CN3006  STATE/COUNTY-  AL/BIBB
 CN3006  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN3006
 CN3006                         *CURRENT SURVEY CONTROL
 CN3006  ___________________________________________________________________
 CN3006* NAD 83(1992)-  32 56 10.65946(N)    087 10 10.55641(W)     ADJUSTED  
 CN3006* NAVD 88     -                                                        
 CN3006  ___________________________________________________________________
 CN3006  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CN3006  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CN3006
 CN3006  HORZ ORDER  -  THIRD
 CN3006
 CN3006.The horizontal coordinates were established by classical geodetic methods
 CN3006.and adjusted by the National Geodetic Survey in December 1992..
 CN3006
 CN3006
 CN3006.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3006
 CN3006.The geoid height was determined by GEOID03.
 CN3006
 CN3006;                    North         East     Units Scale Factor Converg.
 CN3006;SPC AL W     -   325,596.167   630,897.217   MT  0.99994510   +0 10 46.7
 CN3006;UTM  16      - 3,644,237.318   484,145.382   MT  0.99960310   -0 05 32.0
 CN3006
 CN3006                          SUPERSEDED SURVEY CONTROL
 CN3006
 CN3006  NAD 83(1986)-  32 56 10.66709(N)    087 10 10.55974(W) AD(       ) 4
 CN3006  NAD 27      -  32 56 10.22210(N)    087 10 10.57478(W) AD(       ) 3
 CN3006
 CN3006.Superseded values are not recommended for survey control.
 CN3006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3006.See file dsdata.txt to determine how the superseded data were derived.
 CN3006
 CN3006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8414544237(NAD 83)
 CN3006_MARKER: 53 = ELEVATED TANK
 CN3006
 CN3006  HISTORY     - Date     Condition        Report By
 CN3006  HISTORY     - 1970     FIRST OBSERVED   NGS
 CN3006
 CN3006                          STATION DESCRIPTION
 CN3006
 CN3006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 CN3006'BRENT N.D. CASS COMPANY WATER TANK IS LOCATED IN THE WEST EDGE OF
 CN3006'BRENT AND OWNED BY THE N.D. CASS TOY MANUFACTURING COMPANY.
 CN3006'
 CN3006'TO REACH THE STATION FROM THE POST OFFICE IN BRENT, GO SOUTHWEST ON
 CN3006'STATE HIGHWAY 5 FOR 0.15 MILE TO THE TANK ON THE RIGHT.
 CN3006'
 CN3006'IT IS A 3-LEGGED STEEL STRUCTURE, SILVER IN COLOR, CYLINDRICAL TANK
 CN3006'AND HAS AN OVER-ALL HEIGHT OF 125 FEET.
 CN3006'
 CN3006'THE POINT INTERSECTED WAS THE TOP CENTER OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3007 ***********************************************************************
 CN3007  DESIGNATION -  BRENT OLON BELCHER LMBR TANK
 CN3007  PID         -  CN3007
 CN3007  STATE/COUNTY-  AL/BIBB
 CN3007  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN3007
 CN3007                         *CURRENT SURVEY CONTROL
 CN3007  ___________________________________________________________________
 CN3007* NAD 83(1992)-  32 56 10.11751(N)    087 10 08.13169(W)     ADJUSTED  
 CN3007* NAVD 88     -                                                        
 CN3007  ___________________________________________________________________
 CN3007  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CN3007  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CN3007
 CN3007  HORZ ORDER  -  THIRD
 CN3007
 CN3007.The horizontal coordinates were established by classical geodetic methods
 CN3007.and adjusted by the National Geodetic Survey in December 1992..
 CN3007
 CN3007
 CN3007.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3007
 CN3007.The geoid height was determined by GEOID03.
 CN3007
 CN3007;                    North         East     Units Scale Factor Converg.
 CN3007;SPC AL W     -   325,579.670   630,960.254   MT  0.99994515   +0 10 48.0
 CN3007;UTM  16      - 3,644,220.528   484,208.319   MT  0.99960307   -0 05 30.6
 CN3007
 CN3007                          SUPERSEDED SURVEY CONTROL
 CN3007
 CN3007  NAD 83(1986)-  32 56 10.12510(N)    087 10 08.13520(W) AD(       ) 4
 CN3007  NAD 27      -  32 56 09.67986(N)    087 10 08.14894(W) AD(       ) 3
 CN3007
 CN3007.Superseded values are not recommended for survey control.
 CN3007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3007.See file dsdata.txt to determine how the superseded data were derived.
 CN3007
 CN3007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8420844221(NAD 83)
 CN3007_MARKER: 53 = ELEVATED TANK
 CN3007
 CN3007  HISTORY     - Date     Condition        Report By
 CN3007  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN3007
 CN3007                          STATION DESCRIPTION
 CN3007
 CN3007'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN3007'THE BRENT OLON BELCHER LUMBER COMPANY WATER TANK IS LOCATED IN THE
 CN3007'WEST EDGE OF BRENT AND IS OWNED BY THE OLON BELCHER LUMBER COMPANY.
 CN3007'
 CN3007'TO REACH THE STATION FROM THE POST OFFICE IN BRENT, GO SOUTHWEST ON
 CN3007'STATE HIGHWAYS 5 AND 25 FOR 0.15 MILR TO THE STATION ON THE RIGHT.
 CN3007'
 CN3007'THE TANK IS PAINTED SILVER WITH A CONICAL ROOF, ELLIPSOIDAL BOTTOM
 CN3007'AND IS SUPPORTED BY 4 BRIDGE-STEEL LEGS.  THE APPROXIMATE HEIGHT
 CN3007'IS 125 FEET.
 CN3007'
 CN3007'THE POINT INTERSECTED WAS THE CAP ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1976 ***********************************************************************
 BU1976  DESIGNATION -  BREWPORT
 BU1976  PID         -  BU1976
 BU1976  STATE/COUNTY-  AL/ESCAMBIA
 BU1976  USGS QUAD   -  BREWTON SOUTH (1986)
 BU1976
 BU1976                         *CURRENT SURVEY CONTROL
 BU1976  ___________________________________________________________________
 BU1976* NAD 83(1999)-  31 03 18.94797(N)    087 03 47.10107(W)     ADJUSTED  
 BU1976* NAVD 88     -        25.0    (meters)      82.     (feet)  GPS OBS   
 BU1976  ___________________________________________________________________
 BU1976  X           -     280,203.289 (meters)                     COMP
 BU1976  Y           -  -5,461,647.691 (meters)                     COMP
 BU1976  Z           -   3,271,142.537 (meters)                     COMP
 BU1976  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 BU1976  ELLIP HEIGHT-          -2.63  (meters)          (06/19/01) GPS OBS
 BU1976  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BU1976
 BU1976  HORZ ORDER  -  FIRST
 BU1976  ELLP ORDER  -  FOURTH    CLASS I
 BU1976
 BU1976.This mark is at Brewton Airport (12J)
 BU1976
 BU1976.The horizontal coordinates were established by GPS observations
 BU1976.and adjusted by the National Geodetic Survey in June 2001..
 BU1976
 BU1976.The orthometric height was determined by GPS observations and a
 BU1976.high-resolution geoid model.
 BU1976
 BU1976.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU1976
 BU1976.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1976
 BU1976.The ellipsoidal height was determined by GPS observations
 BU1976.and is referenced to NAD 83.
 BU1976
 BU1976.The geoid height was determined by GEOID03.
 BU1976
 BU1976;                    North         East     Units Scale Factor Converg.
 BU1976;SPC AL W     -   117,062.190   641,700.703   MT  0.99995478   +0 13 31.4
 BU1976;UTM  16      - 3,435,728.234   493,981.130   MT  0.99960045   -0 01 57.2
 BU1976
 BU1976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1976!SPC AL W     -   1.00000041  x   0.99995478  =   0.99995519
 BU1976!UTM  16      -   1.00000041  x   0.99960045  =   0.99960086
 BU1976
 BU1976:                Primary Azimuth Mark                     Grid Az
 BU1976:SPC AL W     -  BREWPORT AZ MK                           240 09 02.3
 BU1976:UTM  16      -  BREWPORT AZ MK                           240 24 30.9
 BU1976
 BU1976|---------------------------------------------------------------------|
 BU1976| PID    Reference Object                     Distance      Geod. Az  |
 BU1976|                                                           dddmmss.s |
 BU1976| BU1981 BREWPORT AZ MK                      APPROX. 0.9 KM 2402233.7 |
 BU1976|---------------------------------------------------------------------|
 BU1976
 BU1976                          SUPERSEDED SURVEY CONTROL
 BU1976
 BU1976  ELLIP H (09/29/95)   -2.43   (m)                       GP(       ) 4 1
 BU1976  NAD 83(1992)-  31 03 18.94875(N)    087 03 47.09898(W) AD(       ) 1
 BU1976  ELLIP H (12/04/92)   -2.57   (m)                       GP(       ) 4 1
 BU1976  NAD 83(1992)-  31 03 18.95556(N)    087 03 47.09976(W) AD(       ) 1
 BU1976  NAD 83(1986)-  31 03 18.98013(N)    087 03 47.11779(W) AD(       ) 3
 BU1976  NAD 27      -  31 03 18.31677(N)    087 03 47.20630(W) AD(       ) 3
 BU1976  NGVD 29 (12/04/92)   25.0    (m)           82.     (f) GPS OBS        
 BU1976
 BU1976.Superseded values are not recommended for survey control.
 BU1976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1976.See file dsdata.txt to determine how the superseded data were derived.
 BU1976
 BU1976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9398135728(NAD 83)
 BU1976_MARKER: DH = HORIZONTAL CONTROL DISK
 BU1976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1976_SP_SET: CONCRETE POST
 BU1976_STAMPING: BREWPORT 1986
 BU1976_MARK LOGO: NGS   
 BU1976_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU1976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1976+STABILITY: SURFACE MOTION
 BU1976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1976+SATELLITE: SATELLITE OBSERVATIONS - January 16, 1995
 BU1976
 BU1976  HISTORY     - Date     Condition        Report By
 BU1976  HISTORY     - 1986     MONUMENTED       NGS
 BU1976  HISTORY     - 19870515 GOOD
 BU1976  HISTORY     - 19900403 GOOD             ALHD
 BU1976  HISTORY     - 19910109 GOOD
 BU1976  HISTORY     - 19950116 GOOD             BDE
 BU1976
 BU1976                          STATION DESCRIPTION
 BU1976
 BU1976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BU1976'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF BREWTON ON THE
 BU1976'BREWTON MUNICIPAL AIRPORT IN SOUTHWEST ANGLE OF RUNWAY 24 AND CLOSED
 BU1976'RUNWAY.  OWNERSHIP--PUBLIC/CITY OF BREWTON, CITY HALL, BREWTON, AL.
 BU1976'36426, TELEPHONE 205-267-3281.  MANAGER - WILLIAM E. ROYCE, ROUTE 3,
 BU1976'BOX 68A, BREWTON, AL., TELEPHONE 205-867-7176.
 BU1976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 BU1976'HIGHWAY 41 IN EAST BREWTON, GO SOUTH ON HIGHWAY 41 FOR 4.6 KM (2.85
 BU1976'MI) TO AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, GO WEST ON PAVED
 BU1976'DRIVE FOR 0.3 KM (0.2 MI) TO OPERATIONS BUILDING ON THE LEFT.  PASS
 BU1976'THROUGH GATE, TURN RIGHT, GO NORTH ON TAXIWAY FOR 0.3 KM (0.2 MI) TO
 BU1976'RUNWAY 24.  TURN LEFT, GO SOUTHWEST ALONG RUNWAY 24, CROSSING CLOSED
 BU1976'RUNWAY TO STATION ON LEFT IN SOUTHWEST ANGLE.
 BU1976'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 35.7 METERS
 BU1976'(117 FT) WEST-SOUTHWEST FROM CENTER OF CLOSED RUNWAY, 30.3 METERS
 BU1976'(99.5 FT) SOUTH OF RUNWAY 24 AND 0.9 METER (3.0 FT) NORTH FROM A
 BU1976'WITNESS POST.  THE UNDERGROUND IS SET 1.0 METER BELOW THE GROUND.
 BU1976'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BU1976
 BU1976                          STATION RECOVERY (1987)
 BU1976
 BU1976'RECOVERED 1987
 BU1976'RECOVERED IN GOOD CONDITION.
 BU1976
 BU1976                          STATION RECOVERY (1990)
 BU1976
 BU1976'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU1976'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE BREWTON MUNICIPAL
 BU1976'AIRPORT IN RIVERVIEW.
 BU1976'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ALA 41, MILE
 BU1976'POST 6.50 ON ALA 41, IN EAST BREWTON, DRIVE SOUTH ON ALA 41 2.85 MI
 BU1976'(4.59 KM) TO MILE POST 3.65 AND THE AIRPORT ENTRANCE ON THE RIGHT,
 BU1976'TURN RIGHT ON THE AIRPORT ENTRANCE AND DRIVE WEST 0.32 KM (0.20 MI)
 BU1976'TO THE OPERATIONS BUILDING ON THE LEFT AND A GATE AHEAD, PASS THROUGH
 BU1976'THE GATE, TURN RIGHT AND DRIVE NORTH ON A TAXIWAY 0.32 KM (0.20 MI)
 BU1976'TO RUNWAY 24, TURN LEFT ON RUNWAY 24 AND DRIVE WEST, CROSSING THE
 BU1976'CLOSED RUNWAY TO THE SOUTHWEST ANGLE OF RUNWAY 24 AND THE CLOSED
 BU1976'RUNWAY AND THE STATION ON THE LEFT.
 BU1976'THE STATION IS 35.66 M (116.99 FT) WEST - SOUTHWEST OF THE CENTER OF
 BU1976'THE CLOSED RUNWAY, 30.33 M (99.51 FT) SOUTH OF THE CENTER OF RUNWAY
 BU1976'24, AND SET FLUSH WITH THE GROUND.
 BU1976'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 BU1976'MR. DAN EWING, AIRPORT MANAGER
 BU1976'AIRPORT ROAD
 BU1976'BREWTON, ALABAMA 36426
 BU1976'PHONE 205 - 867 - 4381.
 BU1976
 BU1976                          STATION RECOVERY (1991)
 BU1976
 BU1976'RECOVERED 1991
 BU1976'RECOVERED IN GOOD CONDITION.
 BU1976
 BU1976                          STATION RECOVERY (1995)
 BU1976
 BU1976'RECOVERY NOTE BY BASKERVILLE DONOVAN INCORPORATED 1995 (RGB)
 BU1976'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1981 ***********************************************************************
 BU1981  DESIGNATION -  BREWPORT AZ MK
 BU1981  PID         -  BU1981
 BU1981  STATE/COUNTY-  AL/ESCAMBIA
 BU1981  USGS QUAD   -  BREWTON SOUTH (1986)
 BU1981
 BU1981                         *CURRENT SURVEY CONTROL
 BU1981  ___________________________________________________________________
 BU1981* NAD 83(1992)-  31 03 05.10243(N)    087 04 15.38120(W)     ADJUSTED  
 BU1981* NAVD 88     -        24.8    (meters)      81.     (feet)  VERTCON   
 BU1981  ___________________________________________________________________
 BU1981  X           -     279,465.693 (meters)                     COMP
 BU1981  Y           -  -5,461,905.562 (meters)                     COMP
 BU1981  Z           -   3,270,777.143 (meters)                     COMP
 BU1981  LAPLACE CORR-           1.66  (seconds)                    DEFLEC99
 BU1981  ELLIP HEIGHT-          -2.82  (meters)          (07/29/02) GPS OBS
 BU1981  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BU1981
 BU1981  HORZ ORDER  -  FIRST
 BU1981  ELLP ORDER  -  FOURTH    CLASS I
 BU1981
 BU1981.This mark is at Brewton Airport (12J)
 BU1981
 BU1981.The horizontal coordinates were established by GPS observations
 BU1981.and adjusted by the National Geodetic Survey in December 1992..
 BU1981
 BU1981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1981
 BU1981.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU1981
 BU1981.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1981
 BU1981.The ellipsoidal height was determined by GPS observations
 BU1981.and is referenced to NAD 83.
 BU1981
 BU1981.The geoid height was determined by GEOID03.
 BU1981
 BU1981;                    North         East     Units Scale Factor Converg.
 BU1981;SPC AL W     -   116,632.884   640,952.580   MT  0.99995401   +0 13 16.7
 BU1981;SPC FL N     -   230,173.543   354,600.477   MT  1.00006727   -1 17 31.1
 BU1981;SPC FL N     -   755,161.03  1,163,385.06   sFT  1.00006727   -1 17 31.1
 BU1981;UTM  16      - 3,435,302.451   493,231.348   MT  0.99960057   -0 02 11.7
 BU1981
 BU1981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1981!SPC AL W     -   1.00000044  x   0.99995401  =   0.99995445
 BU1981!SPC FL N     -   1.00000044  x   1.00006727  =   1.00006771
 BU1981!UTM  16      -   1.00000044  x   0.99960057  =   0.99960101
 BU1981
 BU1981:                Primary Azimuth Mark                     Grid Az
 BU1981:SPC AL W     -  BREWPORT                                 060 09 02.4
 BU1981:SPC FL N     -  BREWPORT                                 061 39 50.2
 BU1981:UTM  16      -  BREWPORT                                 060 24 30.8
 BU1981
 BU1981|---------------------------------------------------------------------|
 BU1981| PID    Reference Object                     Distance      Geod. Az  |
 BU1981|                                                           dddmmss.s |
 BU1981| BU1976 BREWPORT                            APPROX. 0.9 KM 0602219.1 |
 BU1981|---------------------------------------------------------------------|
 BU1981
 BU1981                          SUPERSEDED SURVEY CONTROL
 BU1981
 BU1981  ELLIP H (01/21/93)   -2.71   (m)                       GP(       ) 4 2
 BU1981  ELLIP H (12/04/92)   -2.71   (m)                       GP(       ) 4 1
 BU1981  NAD 83(1992)-  31 03 05.10907(N)    087 04 15.38202(W) AD(       ) 1
 BU1981  NAD 83(1986)-  31 03 05.13343(N)    087 04 15.40001(W) AD(       ) 3
 BU1981  NAD 27      -  31 03 04.46982(N)    087 04 15.48775(W) AD(       ) 3
 BU1981  NGVD 29 (12/04/92)   24.9    (m)           82.     (f) GPS OBS        
 BU1981
 BU1981.Superseded values are not recommended for survey control.
 BU1981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1981.See file dsdata.txt to determine how the superseded data were derived.
 BU1981
 BU1981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9323135302(NAD 83)
 BU1981_MARKER: DZ = AZIMUTH MARK DISK
 BU1981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1981_SP_SET: CONCRETE POST
 BU1981_STAMPING: BREWPORT 1986
 BU1981_MARK LOGO: CGS   
 BU1981_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU1981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1981+STABILITY: SURFACE MOTION
 BU1981_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1981+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1991
 BU1981
 BU1981  HISTORY     - Date     Condition        Report By
 BU1981  HISTORY     - 1986     MONUMENTED       NGS
 BU1981  HISTORY     - 19870515 GOOD
 BU1981  HISTORY     - 19900403 GOOD             ALHD
 BU1981  HISTORY     - 19910108 GOOD
 BU1981
 BU1981                          STATION DESCRIPTION
 BU1981
 BU1981'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BU1981'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) SOUTH OF BREWTION ON THE
 BU1981'BREWTON MUNICIPAL AIRPORT IN THE SOUTHEAST ANGLE OF RUNWAY 6 AND 12
 BU1981'NEAR THE WINDSOCK.  OWNERSHIP--PUBLIC/CITY OF BREWTON, CITY HALL,
 BU1981'BREWTON, AL. 36426, TELEPHONE 205-267-3281.  MANAGER - WILLIAM E.
 BU1981'ROYCE, ROUTE 3 BOX 68A, BREWTON, AL., TELEPHONE 205-867-7176.
 BU1981'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 29 AND STATE
 BU1981'HIGHWAY 41 IN EAST BREWTON, GO SOUTH ON HIGHWAY 41 FOR 4.6 KM (2.85
 BU1981'MI) TO AIRPORT ENTRANCE ON THE RIGHT.  TURN RIGHT, GO WEST ON PAVED
 BU1981'DRIVE FOR 0.3 KM (0.2 MI) TO OPERATIONS BUILDING ON THE LEFT.  PASS
 BU1981'THROUGH GATE, TURN RIGHT, GO NORTH ON TAXIWAY FOR 0.3 KM (0.2 MI) TO
 BU1981'RUNWAY 24,  TURN LEFT, GO SOUTHWEST ALONG RUNWAY 24, CROSSING CLOSED
 BU1981'RUNWAY TO STATION BREWPORT ON LEFT IN SOUTHWEST ANGLE.  CONTINUE
 BU1981'SOUTHWEST ALONG RUNWAY 24 FOR 1.0 KM (0.65 MI) TO THE STATION IN
 BU1981'SOUTHEAST ANGLE OF RUNWAY 6 AND 12.
 BU1981'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 78.9 METERS
 BU1981'(259.0 FT) NORTHEAST FROM CENTER OF RUNWAY 12, 68.6 METERS (225 FT)
 BU1981'SOUTHEAST FROM CENTER OF RUNWAY 6 AND 11.9 METERS (39.0 FT)
 BU1981'NORTHEAST FROM THE WINDSOCK.  THE UNDERGROUND MARK IS SET 1.0 METER
 BU1981'BELOW THE GROUND.
 BU1981'DESCRIBED BY RK.R.W., TYPED BY E.D.W.
 BU1981
 BU1981                          STATION RECOVERY (1987)
 BU1981
 BU1981'RECOVERED 1987
 BU1981'RECOVERED IN GOOD CONDITION.
 BU1981
 BU1981                          STATION RECOVERY (1990)
 BU1981
 BU1981'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU1981'THE STATION IS LOCATED IN ESCAMBIA COUNTY ON THE BREWTON MUNICIPAL
 BU1981'AIRPORT IN RIVERVIEW.
 BU1981'TO REACH THE STATION FROM THE JUNCTION OF U. S. 29 AND ALA 41, MILE
 BU1981'POST 6.50 ON ALA 41, IN EAST BREWTON, DRIVE SOUTH ON ALA 41 4.59 KM
 BU1981'(2.85 MI) TO MILE POST 3.65 AND THE AIRPORT ENTRANCE ON THE RIGHT,
 BU1981'TURN RIGHT ON THE AIRPORT ENTRANCE AND DRIVE WEST 0.32 KM (0.20 MI)
 BU1981'TO THE OPERATIONS BUILDING ON THE LEFT AND A GATE AHEAD, PASS THROUGH
 BU1981'THE GATE, TURN RIGHT AND DRIVE NORTH ON A TAXIWAY 0.32 KM (0.20 MI)
 BU1981'TO RUNWAY 24, TURN LEFT ON RUNWAY 24 AND DRIVE WEST, CROSSING THE
 BU1981'CLOSED RUNWAY TO THE SOUTHWEST ANGLE OF RUNWAY 24 AND THE CLOSED
 BU1981'RUNWAY AND STATION BREWPORT ON THE LEFT,CONTINUE WEST ALONG RUNWAY 24
 BU1981'1.05 KM (0.65 MI) TO THE STATION ON THE LEFT IN THE SOUTHEAST ANGLE
 BU1981'OF RUNWAYS 6 AND 12.
 BU1981'THE STATION IS 78.94 M (258.99 FT) NORTHEAST OF THE CENTER OF RUNWAY
 BU1981'12, 68.58 M (225.00 FT) SOUTHEAST OF THE CENTER OF RUNWAY 6, 11.89 M
 BU1981'(39.01 FT) NORTHEAST OF THE WINDSOCK, AND SET FLUSH WITH THE GROUND.
 BU1981'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 BU1981'MR. DAN EWING, AIRPORT MANAGER
 BU1981'AIRPORT ROAD
 BU1981'BREWTON, ALABAMA 36426
 BU1981'PHONE 205 - 867 - 4381.
 BU1981
 BU1981                          STATION RECOVERY (1991)
 BU1981
 BU1981'RECOVERED 1991
 BU1981'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1384 ***********************************************************************
 BU1384  DESIGNATION -  BREWTON
 BU1384  PID         -  BU1384
 BU1384  STATE/COUNTY-  AL/ESCAMBIA
 BU1384  USGS QUAD   -  BREWTON SOUTH (1986)
 BU1384
 BU1384                         *CURRENT SURVEY CONTROL
 BU1384  ___________________________________________________________________
 BU1384* NAD 83(1992)-  31 06 19.54748(N)    087 04 13.17992(W)     ADJUSTED  
 BU1384* NAVD 88     -        24.993  (meters)      82.00   (feet)  ADJUSTED  
 BU1384  ___________________________________________________________________
 BU1384  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 BU1384  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BU1384  DYNAMIC HT  -          24.961 (meters)      81.89  (feet)  COMP
 BU1384  MODELED GRAV-     979,385.9   (mgal)                       NAVD 88
 BU1384
 BU1384  HORZ ORDER  -  THIRD
 BU1384  VERT ORDER  -  SECOND    CLASS 0
 BU1384
 BU1384.The horizontal coordinates were established by GPS observations
 BU1384.and adjusted by the National Geodetic Survey in December 1992..
 BU1384
 BU1384.The orthometric height was determined by differential leveling
 BU1384.and adjusted by the National Geodetic Survey in June 1991..
 BU1384
 BU1384.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1384
 BU1384.The geoid height was determined by GEOID03.
 BU1384
 BU1384.The dynamic height is computed by dividing the NAVD 88
 BU1384.geopotential number by the normal gravity value computed on the
 BU1384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1384.degrees latitude (g = 980.6199 gals.).
 BU1384
 BU1384.The modeled gravity was interpolated from observed gravity values.
 BU1384
 BU1384;                    North         East     Units Scale Factor Converg.
 BU1384;SPC AL W     -   122,621.201   640,987.762   MT  0.99995405   +0 13 19.1
 BU1384;UTM  16      - 3,441,288.432   493,293.483   MT  0.99960055   -0 02 10.8
 BU1384
 BU1384!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1384!SPC AL W     -   1.00000042  x   0.99995405  =   0.99995447
 BU1384!UTM  16      -   1.00000042  x   0.99960055  =   0.99960097
 BU1384
 BU1384                          SUPERSEDED SURVEY CONTROL
 BU1384
 BU1384  NAD 83(1992)-  31 06 19.55422(N)    087 04 13.18073(W) AD(       ) 3
 BU1384  NAD 83(1986)-  31 06 19.57862(N)    087 04 13.19872(W) AD(       ) 3
 BU1384  NAD 27      -  31 06 18.92019(N)    087 04 13.28544(W) AD(       ) 3
 BU1384  NGVD 29 (??/??/92)   25.030  (m)           82.12   (f) ADJ UNCH    2 0
 BU1384
 BU1384.Superseded values are not recommended for survey control.
 BU1384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1384.See file dsdata.txt to determine how the superseded data were derived.
 BU1384
 BU1384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9329341288(NAD 83)
 BU1384_MARKER: DB = BENCH MARK DISK
 BU1384_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 BU1384_SP_SET: PLATFORM OF RAILROAD STATION
 BU1384_STAMPING: BREWTON 1934
 BU1384_MARK LOGO: CGS   
 BU1384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1384+STABILITY: SURFACE MOTION
 BU1384_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1384+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1987
 BU1384
 BU1384  HISTORY     - Date     Condition        Report By
 BU1384  HISTORY     - 1934     MONUMENTED       CGS
 BU1384  HISTORY     - 1955     GOOD             NGS
 BU1384  HISTORY     - 19870512 GOOD             NGS
 BU1384
 BU1384                          STATION DESCRIPTION
 BU1384
 BU1384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1384'IN BREWTON.
 BU1384'AT THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 45 FEET SOUTHEAST OF
 BU1384'THE SOTUHEAST RAIL, 13 FEET NORTHEAST OF NORTH CORNER OF BAY WINDOW IN
 BU1384'THE TELEGRAPH OFFICE, 31 FEET SOUTHWEST OF THE SOUTHWEST END OF THE
 BU1384'FREIGHT PLATFORM, SET IN THE CONCRETE PLATFORM AROUND THE STATION AND
 BU1384'ABOUT LEVEL WITH THE RAIL.
 BU1384
 BU1384                          STATION RECOVERY (1987)
 BU1384
 BU1384'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BU1384'THE STATION IS 0.4 KM (0.25 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE
 BU1384'JUNCTION OF U.S. HIGHWAYS 31, 29 AND STATE HIGHWAY 41 IN BREWTON, SET
 BU1384'IN PLATFORM OF RAILROAD STATION, BUILDING IS NOW GONE.  LOCATED 25
 BU1384'METERS (82.0 FT) NORTHEAST FROM CENTER OF DEER STREET, 16.8 METERS
 BU1384'(55.0 FT) SOUTHWEST FROM SOUTHWEST CORNER OF A SMALL BRICK BUILDING
 BU1384'AND 13.6 METERS (44.5 FT) SOUTHEAST FROM SOUTHEAST RAIL OF TRACKS,
 BU1384'ABOUT LEVEL WITH THE TRACKS.
 BU1384'DESCRIBED BY K.R.W., TYPED BY E.D.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1923 ***********************************************************************
 BU1923  DESIGNATION -  BREWTON MUNICIPAL TANK
 BU1923  PID         -  BU1923
 BU1923  STATE/COUNTY-  AL/ESCAMBIA
 BU1923  USGS QUAD   -  BREWTON SOUTH (1986)
 BU1923
 BU1923                         *CURRENT SURVEY CONTROL
 BU1923  ___________________________________________________________________
 BU1923* NAD 83(1992)-  31 06 45.62848(N)    087 04 25.04219(W)     ADJUSTED  
 BU1923* NAVD 88     -                                                        
 BU1923  ___________________________________________________________________
 BU1923  LAPLACE CORR-           1.58  (seconds)                    DEFLEC99
 BU1923  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BU1923
 BU1923  HORZ ORDER  -  THIRD
 BU1923
 BU1923.The horizontal coordinates were established by classical geodetic methods
 BU1923.and adjusted by the National Geodetic Survey in December 1992..
 BU1923
 BU1923
 BU1923.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1923
 BU1923.The geoid height was determined by GEOID03.
 BU1923
 BU1923;                    North         East     Units Scale Factor Converg.
 BU1923;SPC AL W     -   123,423.177   640,670.344   MT  0.99995373   +0 13 13.2
 BU1923;SPC FL N     -   236,969.750   354,497.670   MT  1.00008434   -1 17 35.9
 BU1923;SPC FL N     -   777,458.25  1,163,047.77   sFT  1.00008434   -1 17 35.9
 BU1923;UTM  16      - 3,442,091.547   492,979.795   MT  0.99960061   -0 02 17.0
 BU1923
 BU1923                          SUPERSEDED SURVEY CONTROL
 BU1923
 BU1923  NAD 83(1986)-  31 06 45.64277(N)    087 04 25.04785(W) AD(       ) 4
 BU1923  NAD 27      -  31 06 44.98600(N)    087 04 25.14700(W) AD(       ) 3
 BU1923
 BU1923.Superseded values are not recommended for survey control.
 BU1923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1923.See file dsdata.txt to determine how the superseded data were derived.
 BU1923
 BU1923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9298042092(NAD 83)
 BU1923_MARKER: 53 = ELEVATED TANK
 BU1923
 BU1923  HISTORY     - Date     Condition        Report By
 BU1923  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1923
 BU1923                          STATION DESCRIPTION
 BU1923
 BU1923'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1923'STATION IS THE STEEL CONICAL ROOF WATER TANK ATOP A FOUR-LEGGED
 BU1923'STEEL STRUCTURE, LOCATED ON THE W SIDE OF ST. NICHOLAS AVENUE,
 BU1923'AND 0.7 MILE N OF THE THEATRE IN THE CITY OF BREWTON.  IT IS 135
 BU1923'FEET HIGH AND PAINTED SILVER.  THE POINT OBSERVED ON WAS THE ROD
 BU1923'AT THE APEX OF THE ROOF.
 BU1923'
 BU1923'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BREWTON,
 BU1923'THE DISTANCE BEING 29.627 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0851 ***********************************************************************
 EE0851  DESIGNATION -  BRIDGEPORT
 EE0851  PID         -  EE0851
 EE0851  STATE/COUNTY-  AL/JACKSON
 EE0851  USGS QUAD   -  BRIDGEPORT (1983)
 EE0851
 EE0851                         *CURRENT SURVEY CONTROL
 EE0851  ___________________________________________________________________
 EE0851* NAD 83(1986)-  34 57 24.     (N)    085 41 38.     (W)     SCALED    
 EE0851* NAVD 88     -       189.440  (meters)     621.52   (feet)  ADJUSTED  
 EE0851  ___________________________________________________________________
 EE0851  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 EE0851  DYNAMIC HT  -         189.254 (meters)     620.91  (feet)  COMP
 EE0851  MODELED GRAV-     979,651.8   (mgal)                       NAVD 88
 EE0851
 EE0851  VERT ORDER  -  FIRST     CLASS II
 EE0851
 EE0851.The horizontal coordinates were scaled from a topographic map and have
 EE0851.an estimated accuracy of +/- 6 seconds.
 EE0851
 EE0851.The orthometric height was determined by differential leveling
 EE0851.and adjusted by the National Geodetic Survey in June 1991..
 EE0851
 EE0851.The geoid height was determined by GEOID03.
 EE0851
 EE0851.The dynamic height is computed by dividing the NAVD 88
 EE0851.geopotential number by the normal gravity value computed on the
 EE0851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0851.degrees latitude (g = 980.6199 gals.).
 EE0851
 EE0851.The modeled gravity was interpolated from observed gravity values.
 EE0851
 EE0851;                    North         East    Units  Estimated Accuracy
 EE0851;SPC AL E     -   494,230.      212,740.      MT  (+/- 180 meters Scaled)
 EE0851
 EE0851                          SUPERSEDED SURVEY CONTROL
 EE0851
 EE0851  NGVD 29 (??/??/92)  189.436  (m)          621.51   (f) ADJ UNCH    1 2
 EE0851
 EE0851.Superseded values are not recommended for survey control.
 EE0851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0851.See file dsdata.txt to determine how the superseded data were derived.
 EE0851
 EE0851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD192690(NAD 83)
 EE0851_MARKER: DB = BENCH MARK DISK
 EE0851_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE0851_SP_SET: ABUTMENT
 EE0851_STAMPING: BRIDGEPORT 1933 621.616
 EE0851_MARK LOGO: CGS   
 EE0851_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE0851
 EE0851  HISTORY     - Date     Condition        Report By
 EE0851  HISTORY     - 1933     MONUMENTED       CGS
 EE0851  HISTORY     - 1963     GOOD             NGS
 EE0851  HISTORY     - 1983     POOR             NGS
 EE0851
 EE0851                          STATION DESCRIPTION
 EE0851
 EE0851'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0851'1.2 MI ENE FROM BRIDGEPORT.
 EE0851'ABOUT 1.2 MILES ENE ALONG LOUISVILLE AND NASHVILLE RAILROAD FROM
 EE0851'THE STATION IN BRIDGEPORT, ABOUT 1.8 MILES SW ALONG SAME FROM THE
 EE0851'STATION AT LONG ISLAND, AT ENE END OF THE E ONE OF TWO BRIDGES
 EE0851'OVER THE TWO CHANNELS OF TENNESSEE RIVER ON EITHER SIDE OF LONG
 EE0851'ISLAND ISLAND, IN TOP OF CONCRETE CAP BRIDGE SEAT OF STONE
 EE0851'ABUTMENT, 8.4 FEET SSE OF SE RAIL OF MAIN LINE SINGLE TRACK ONLY
 EE0851'OVER THE BRIDGE, 5.4 FEET LOWER THAN TOP OF SAME, 4.9 FEET ENE OF
 EE0851'WSW SIDE OF THE ABUTMENT, 0.9 FEET NNW OF S END OF SAME, 1.3 FEET
 EE0851'WSW OF E SIDE OF SAME, AND SET IN A DRILL HOLE.
 EE0851
 EE0851                          STATION RECOVERY (1983)
 EE0851
 EE0851'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0851'RECOVERED IN POOR CONDITION, BRIDGE SEAT IS CRACKED AND IN POOR
 EE0851'CONDITION, NOT LEVELED TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2684 ***********************************************************************
 DH2684  DESIGNATION -  BRILLIANT
 DH2684  PID         -  DH2684
 DH2684  STATE/COUNTY-  AL/MARION
 DH2684  USGS QUAD   -  WINFIELD (1983)
 DH2684
 DH2684                         *CURRENT SURVEY CONTROL
 DH2684  ___________________________________________________________________
 DH2684* NAD 83(1992)-  33 59 52.62159(N)    087 46 52.64568(W)     ADJUSTED  
 DH2684* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 DH2684  ___________________________________________________________________
 DH2684  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 DH2684  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 DH2684
 DH2684  HORZ ORDER  -  THIRD
 DH2684
 DH2684.The horizontal coordinates were established by classical geodetic methods
 DH2684.and adjusted by the National Geodetic Survey in December 1992..
 DH2684
 DH2684.The orthometric height was scaled from a topographic map.
 DH2684
 DH2684.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2684
 DH2684.The geoid height was determined by GEOID03.
 DH2684
 DH2684;                    North         East     Units Scale Factor Converg.
 DH2684;SPC AL W     -   443,326.816   574,014.109   MT  0.99994165   -0 09 26.2
 DH2684;UTM  16      - 3,762,203.813   427,846.941   MT  0.99966418   -0 26 12.8
 DH2684
 DH2684!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2684!SPC AL W     -   0.99997052  x   0.99994165  =   0.99991217
 DH2684!UTM  16      -   0.99997052  x   0.99966418  =   0.99963471
 DH2684
 DH2684|---------------------------------------------------------------------|
 DH2684| PID    Reference Object                     Distance      Geod. Az  |
 DH2684|                                                           dddmmss.s |
 DH2684| CF9963 BRILLIANT RM 1                       17.198 METERS 06521     |
 DH2684| CF9966 BRILLIANT RM 4                       24.969 METERS 11420     |
 DH2684| DH2686 BRILLIANT AZ MK                     306.088 METERS 13359     |
 DH2684| DH2682 GALLOWAY                            APPROX. 6.9 KM 1553858.2 |
 DH2684| CF9965 BRILLIANT RM 3                       34.341 METERS 19101     |
 DH2684| CF9964 BRILLIANT RM 2                       17.190 METERS 22316     |
 DH2684|---------------------------------------------------------------------|
 DH2684
 DH2684                          SUPERSEDED SURVEY CONTROL
 DH2684
 DH2684  NAD 83(1986)-  33 59 52.62970(N)    087 46 52.64397(W) AD(       ) 3
 DH2684  NAD 27      -  33 59 52.26000(N)    087 46 52.55600(W) AD(       ) 3
 DH2684
 DH2684.Superseded values are not recommended for survey control.
 DH2684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2684.See file dsdata.txt to determine how the superseded data were derived.
 DH2684
 DH2684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2784762204(NAD 83)
 DH2684_MARKER: DS = TRIANGULATION STATION DISK
 DH2684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2684_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2684_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2684
 DH2684  HISTORY     - Date     Condition        Report By
 DH2684  HISTORY     - 1950     MONUMENTED       CGS
 DH2684  HISTORY     - 1980     GOOD             NGS
 DH2684
 DH2684                          STATION DESCRIPTION
 DH2684
 DH2684'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2684'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHEAST OF
 DH2684'WINFIELD, 1 MILE SOUTH-SOUTHWEST OF BRILLIANT, 0.3 MILE WEST OF
 DH2684'STATE HIGHWAY 129, AND ON PROPERTY OWNED BY MRS. R.B. MCCULLUM.
 DH2684'THE MARK IS 78 FEET EAST OF THE NORTHEAST CORNER OF THE MCCULLUM
 DH2684'FARM HOUSE AND 28 FEET NORTH OF THE CENTER OF A GRAVELED ROAD.
 DH2684'
 DH2684'TO REACH THE STATION FROM THE DEPOT IN BRILLIANT, GO SOUTH ON
 DH2684'STATE HIGHWAY 129 FOR 0.7 MILE TO A CROSSROADS AND A FORK ON THE
 DH2684'RIGHT, TURN RIGHT AND TAKE THE LEFT ROAD, SOUTHWEST, AND FOLLOW A
 DH2684'GRAVELED ROAD FOR 2 MILES TO A FORK AND A CEMETERY ON THE RIGHT,
 DH2684'TAKE THE LEFT ROAD, SOUTHERLY, AND GO 0.2 MILES TO THE STATION ON
 DH2684'THE LEFT.
 DH2684'
 DH2684'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DH2684'
 DH2684'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK IS
 DH2684'STAMPED BRILLIANT 1950.
 DH2684'
 DH2684'REFERENCE MARK NO. 1 IS 4 FEET NORTH OF THE NORTHWEST CORNER OF
 DH2684'A SHED.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 DH2684'BRILLIANT NO 1 1950.
 DH2684'
 DH2684'REFERENCE MARK NO. 2 IS 18 FEET SOUTH OF THE CENTER OF THE
 DH2684'GRAVELED ROAD.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 DH2684'STAMPED BRILLIANT NO 2 1950.
 DH2684'
 DH2684'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DH2684'CYLINDERS.
 DH2684'
 DH2684'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DH2684
 DH2684                          STATION RECOVERY (1980)
 DH2684
 DH2684'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DH2684'ONLY THE STATION MARK WAS RECOVERED, REFERENCE MARKS NO. 1 AND NO. 2
 DH2684'WERE BOTH DESTROYED.  NO ORIGINAL AZIMUTH MARK WAS SET.  NEW
 DH2684'REFERENCE MARKS NO. 3 AND NO. 4 AND AN AZIMUTH MARK WERE ESTABLISHED
 DH2684'AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 DH2684'
 DH2684'THE STATION IS LOCATED ABOUT 5.5 MILES NORTH-NORTHEAST OF WINFIELD,
 DH2684'1 MILE SOUTH-SOUTHWEST OF BRILLIANT AND 0.3 MILE WEST OF STATE
 DH2684'HIGHWAY 129.
 DH2684'
 DH2684'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 44 AND 129 IN BRILLIANT,
 DH2684'GO SOUTH ON STATE HIGHWAY 129 FOR 1.6 MILES TO A PAVED ROAD ON THE
 DH2684'RIGHT, TURN RIGHT AND GO WEST UP HILL FOR 0.2 MILE TO A GAVEL ROAD
 DH2684'ON THE LEFT AND STATION ON THE RIGHT.
 DH2684'
 DH2684'STATION IS A STANDARD DISK, STAMPED---BRILLIANT 1950---AND SET IN
 DH2684'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 78 FEET
 DH2684'EAST OF THE NORTHEAST CORNER OF A WHITE FRAME HOUSE, 72 FEET
 DH2684'NORTH-NORTHEAST OF THE CENTER OF PAVED ROAD, 88.3 FEET EAST-SOUTHEAST
 DH2684'OF A 36 INCH WATER OAK TREE, 44.5 FEET EAST OF THE CENTER OF GRAVEL
 DH2684'DRIVEWAY, 10.0 FEET WEST OF A 10 INCH BLACK JACK OAK TREE AND 7.3
 DH2684'FEET EAST OF A 12 INCH BLACK JACK OAK TREE.
 DH2684'
 DH2684'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---BRILLIANT 1950
 DH2684'NO 3 1980---AND SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 DH2684'GROUND.  IT IS 42 FEET SOUTH OF THE CENTER OF PAVED ROAD, 17.1 FEET
 DH2684'NORTH OF A 12 INCH BLACK JACK OAK TREE, 3.3 FEET EAST OF A TWIN
 DH2684'TRUNKED 8 INCH RED OAK TREE AND 1 FOOT NORTH OF A METAL WITNESS
 DH2684'POST AND SIGN.
 DH2684'
 DH2684'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED---BRILLIANT 1950
 DH2684'NO 4 1980---AND SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 DH2684'GROUND.  IT IS 53.5 FEET NORTH OF THE CENTER OF PAVED ROAD, 4 FEET
 DH2684'NORTH OF A TRIPLE TRUNKED 10 INCH BLACK JACK OAK TREE AND 3 FEET
 DH2684'NORTH OF A 4 FOOT SLOPED BANK.
 DH2684'
 DH2684'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BRILLIANT 1950 1980---AND
 DH2684'SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DH2684'18.5 FEET EAST-NORTHEAST OF THE CENTER OF GRAVEL ROAD, 2.5 FEET
 DH2684'WEST-SOUTHWEST OF THE CREST OF A 3 FOOT SLOPED BANK AND 1 FOOT EAST
 DH2684'NORTHEAST OF A METAL WITNESS POST AND SIGN.
 DH2684'
 DH2684'TO REACH AZIMUTH MARK FROM STATION GO SOUTHEAST ON GRAVEL ROAD FOR
 DH2684'0.2 MILE TO MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1567 ***********************************************************************
 EF1567  DESIGNATION -  BRINN
 EF1567  PID         -  EF1567
 EF1567  STATE/COUNTY-  AL/MARION
 EF1567  USGS QUAD   -  HAMILTON NE (1982)
 EF1567
 EF1567                         *CURRENT SURVEY CONTROL
 EF1567  ___________________________________________________________________
 EF1567* NAD 83(1992)-  34 11 08.66865(N)    087 48 03.87181(W)     ADJUSTED  
 EF1567* NAVD 88     -       279.     (meters)     915.     (feet)  SCALED    
 EF1567  ___________________________________________________________________
 EF1567  LAPLACE CORR-           2.26  (seconds)                    DEFLEC99
 EF1567  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 EF1567
 EF1567  HORZ ORDER  -  SECOND
 EF1567
 EF1567.The horizontal coordinates were established by classical geodetic methods
 EF1567.and adjusted by the National Geodetic Survey in December 1992..
 EF1567
 EF1567.The orthometric height was scaled from a topographic map.
 EF1567
 EF1567.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1567
 EF1567.The geoid height was determined by GEOID03.
 EF1567
 EF1567;                    North         East     Units Scale Factor Converg.
 EF1567;SPC AL W     -   464,161.250   572,247.693   MT  0.99994282   -0 10 09.0
 EF1567;UTM  16      - 3,783,040.874   426,182.924   MT  0.99966717   -0 27 00.5
 EF1567
 EF1567!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1567!SPC AL W     -   0.99996043  x   0.99994282  =   0.99990325
 EF1567!UTM  16      -   0.99996043  x   0.99966717  =   0.99962761
 EF1567
 EF1567|---------------------------------------------------------------------|
 EF1567| PID    Reference Object                     Distance      Geod. Az  |
 EF1567|                                                           dddmmss.s |
 EF1567| CG4881 BRINN RM 1                           21.032 METERS 06034     |
 EF1567| EF1574 SHILOH                              APPROX.13.7 KM 2964618.1 |
 EF1567| CG4882 BRINN RM 2                           18.967 METERS 31427     |
 EF1567| EF1583 HACKLEBURG MUNICIPAL TANK           APPROX.10.4 KM 3451939.5 |
 EF1567|---------------------------------------------------------------------|
 EF1567
 EF1567                          SUPERSEDED SURVEY CONTROL
 EF1567
 EF1567  NAD 83(1986)-  34 11 08.67798(N)    087 48 03.87020(W) AD(       ) 2
 EF1567  NAD 27      -  34 11 08.31900(N)    087 48 03.77200(W) AD(       ) 2
 EF1567
 EF1567.Superseded values are not recommended for survey control.
 EF1567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1567.See file dsdata.txt to determine how the superseded data were derived.
 EF1567
 EF1567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2618383041(NAD 83)
 EF1567_MARKER: DS = TRIANGULATION STATION DISK
 EF1567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1567_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EF1567
 EF1567  HISTORY     - Date     Condition        Report By
 EF1567  HISTORY     - 1950     MONUMENTED       CGS
 EF1567
 EF1567                          STATION DESCRIPTION
 EF1567
 EF1567'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EF1567'STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH, PROMINENT RIDGE,
 EF1567'ABOUT 7 MILES SOUTHEAST OF HACKLEBURG, 68 FEET SOUTH OF THE EDGE OF
 EF1567'THE WOODS, 30 FEET WEST OF EDGE OF WOODS, 6 FEET WEST OF A WITNESS
 EF1567'POST, IN THE NORTHEAST CORNER OF A CULTIVATED FIELD, AND ON LAND
 EF1567'OWNED BY MR. VETO BURLESON.
 EF1567'
 EF1567'TO REACH FROM THE DEPOT IN HACKLEBURG, GO EAST FOR 0.1 MILE TO A
 EF1567'T-ROAD, TURN RIGHT, PASSING THROUGH UNDERPASS, AND GO ABOUT 100 FEET
 EF1567'TO A T-ROAD, TURN LEFT AND GO 0.05 MILE TO A FORK, BEAR LEFT AND GO
 EF1567'2.95 MILES TO A FORK AT THE SOUTH SIDE OF THE OVERPASS AT TESSNER,
 EF1567'BEAR RIGHT AND GO 3.25 MILES TO A FORK, BEAR RIGHT AND GO 1.6
 EF1567'MILES TO A FORK, BEAR LEFT AND GO 0.6 MILE TO A FORK, BEAR LEFT
 EF1567'AND GO 0.15 MILE TO DIM FORK IN WOODS, BEAR LEFT AND GO 0.15 MILE TO
 EF1567'EDGE OF WOODS, TURN LEFT AND FOLLOW SOUTH EDGE OF WOODS FOR 0.2
 EF1567'MILE TO STATION.
 EF1567'
 EF1567'STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED BRINN 1950.
 EF1567'
 EF1567'REFERENCE MARK NO. 1 IS 8 FEET NORTHWEST OF AN 8-INCH PINE TREE.  THE
 EF1567'MARK PROJECTS 3 INCHES, AND THE DISK IS STAMPED BRINN NO 1 1950.
 EF1567'
 EF1567'REFERENCE MARK NO. 2 PROJECTS 3 INCHES, AND THE DISK IS STAMPED BRINN
 EF1567'NO 2 1950.
 EF1567'
 EF1567'THERE WAS NO POINT VISIBLE FROM THE GROUND AT WHICH AN AZIMUTH MARK
 EF1567'COULD BE ESTABLISHED.
 EF1567'
 EF1567'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EF1567'CYLINDERS.
 EF1567'
 EF1567'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2558 ***********************************************************************
 DH2558  DESIGNATION -  BROAD
 DH2558  PID         -  DH2558
 DH2558  STATE/COUNTY-  AL/TUSCALOOSA
 DH2558  USGS QUAD   -  BURCHFIELD STORE (1983)
 DH2558
 DH2558                         *CURRENT SURVEY CONTROL
 DH2558  ___________________________________________________________________
 DH2558* NAD 83(1992)-  33 25 50.17481(N)    087 20 54.89797(W)     ADJUSTED  
 DH2558* NAVD 88     -       195.     (meters)     640.     (feet)  SCALED    
 DH2558  ___________________________________________________________________
 DH2558  LAPLACE CORR-          -2.04  (seconds)                    DEFLEC99
 DH2558  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DH2558
 DH2558  HORZ ORDER  -  FIRST
 DH2558
 DH2558.The horizontal coordinates were established by classical geodetic methods
 DH2558.and adjusted by the National Geodetic Survey in December 1992..
 DH2558
 DH2558.The orthometric height was scaled from a topographic map.
 DH2558
 DH2558.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2558
 DH2558.The geoid height was determined by GEOID03.
 DH2558
 DH2558;                    North         East     Units Scale Factor Converg.
 DH2558;SPC AL W     -   380,377.105   614,080.359   MT  0.99993578   +0 05 00.3
 DH2558;UTM  16      - 3,699,079.716   467,595.868   MT  0.99961295   -0 11 31.4
 DH2558
 DH2558!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2558!SPC AL W     -   0.99997389  x   0.99993578  =   0.99990967
 DH2558!UTM  16      -   0.99997389  x   0.99961295  =   0.99958685
 DH2558
 DH2558:                Primary Azimuth Mark                     Grid Az
 DH2558:SPC AL W     -  OWEN                                     107 29 43.8
 DH2558:UTM  16      -  OWEN                                     107 46 15.5
 DH2558
 DH2558|---------------------------------------------------------------------|
 DH2558| PID    Reference Object                     Distance      Geod. Az  |
 DH2558|                                                           dddmmss.s |
 DH2558| DH2557 OWEN                                APPROX. 9.1 KM 1073444.1 |
 DH2558| CF9969 BROAD RM 1                           20.614 METERS 21409     |
 DH2558| CF9970 BROAD RM 2                           18.150 METERS 28537     |
 DH2558|---------------------------------------------------------------------|
 DH2558
 DH2558                          SUPERSEDED SURVEY CONTROL
 DH2558
 DH2558  NAD 83(1986)-  33 25 50.18008(N)    087 20 54.89949(W) AD(       ) 1
 DH2558  NAD 27      -  33 25 49.77700(N)    087 20 54.89700(W) AD(       ) 1
 DH2558
 DH2558.Superseded values are not recommended for survey control.
 DH2558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2558.See file dsdata.txt to determine how the superseded data were derived.
 DH2558
 DH2558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6759699080(NAD 83)
 DH2558_MARKER: DS = TRIANGULATION STATION DISK
 DH2558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2558
 DH2558  HISTORY     - Date     Condition        Report By
 DH2558  HISTORY     - 1939     MONUMENTED       CGS
 DH2558
 DH2558                          STATION DESCRIPTION
 DH2558
 DH2558'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DH2558'ON A VERY PROMINENT MOUNTAIN ABOUT 6 MILES NORTH AND 3 MILES
 DH2558'WEST OF KELLERMAN, IN THE SW 1/4 OF SEC. 35, T. 18 S., R. 8 W.,
 DH2558'IN CENTER OF RIDGE ABOUT 100 YARDS WEST-SOUTHWEST OF HIGHEST
 DH2558'POINT, 54 FEET NORTH OF LOGGING TRAIL, AND 16 FEET EAST OF
 DH2558'BLAZED 6-INCH OAK, AND PROJECTS 4 INCHES.
 DH2558'
 DH2558'TO REACH STATION FROM BROOKWOOD HIGH SCHOOL ON U.S. HIGHWAY 11,
 DH2558'GO EAST ON THE HIGHWAY, 0.5 MILE TO SIDE ROAD AND TURN LEFT,
 DH2558'FOLLOW MAIN ROAD NORTH PAST BROOKWOOD DEPOT 3.25 MILES TO ROAD
 DH2558'FORK, TAKE LEFT FORK 2.1 MILES TO FORK AT SEARLES SCHOOL AND
 DH2558'CHURCH, TURN LEFT AND GO 3.7 MILES TO FORK AT ANTIOCH CHURCH,
 DH2558'TURN RIGHT AND GO 3.05 MILES NORTHEAST TO ROAD FORK, TURN LEFT
 DH2558'AND CONTINUE 0.5 MILE ACROSS BRIDGE TO SIDE ROAD TO LEFT, TURN
 DH2558'LEFT ACROSS WOODEN BRIDGE AND GO 0.45 MILE TO ROAD FORK AT TOP
 DH2558'OF HILL, TURN RIGHT AND FOLLOW MAIN ROAD NORTH 2.65 MILES TO
 DH2558'POINT WHERE ROADS JOIN, TAKE LEFT FORK AND GO, 3.7 MILES
 DH2558'NORTHWEST TO ROAD FORK AT FILLING STATION, TURN LEFT AND GO
 DH2558'1.65 MILES TO LOGGING ROAD, TURN LEFT AND GO 0.65 MILE TO
 DH2558'FORK, KEEP RIGHT FORK AND GO 0.25 MILE TO FORK, TURN RIGHT AND
 DH2558'GO 0.1 MILE TO FORK, TURN LEFT AND GO 0.4 MILE TO PLANK
 DH2558'CULVERT, KEEP RIGHT ON MAIN USED TRAIL AND GO 0.9 MILE TO
 DH2558'CROSS TRAIL, GO STRAIGHT AHEAD 0.45 MILE TO FORK, TAKE
 DH2558'LEFT FORK AND GO 0.1 MILE TO PIPE LINE, TAKE LEFT FORK AND GO
 DH2558'0.2 MILE TO FORK, TAKE RIGHT FORK AND FOLLOW BLAZED TRAIL FOR
 DH2558'0.3 MILE TO STATION.
 DH2558'
 DH2558'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD DISKS SET
 DH2558'IN CONCRETE.
 DH2558'
 DH2558'REFERENCE MARK NO. 1 IS 67.65 FEET SOUTH OF THE STATION, AND
 DH2558'10 FEET SOUTH OF TRAIL, SET IN A 9-INCH SQUARE CONCRETE POST.
 DH2558'REFERENCE MARK NO. 2 IS 60.87 FEET WEST OF STATION, AND 21 FEET
 DH2558'NORTH OF TRAIL, SET IN A 9-INCH SQUARE CONCRETE POST.  DISTANCE
 DH2558'BETWEEN REFERENCE MARKS IS 22.632 METERS.
 DH2558'
 DH2558'NO AZIMUTH MARK WAS SET DUE TO DENSE GROWTH OF TIMBER.
 DH2558'
 DH2558'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3627 ***********************************************************************
 DG3627  DESIGNATION -  BROCK
 DG3627  PID         -  DG3627
 DG3627  STATE/COUNTY-  AL/TALLADEGA
 DG3627  USGS QUAD   -  OXFORD (1983)
 DG3627
 DG3627                         *CURRENT SURVEY CONTROL
 DG3627  ___________________________________________________________________
 DG3627* NAD 83(1992)-  33 34 16.43815(N)    085 50 42.02504(W)     ADJUSTED  
 DG3627* NAVD 88     -       314.     (meters)    1030.     (feet)  SCALED    
 DG3627  ___________________________________________________________________
 DG3627  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DG3627  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG3627
 DG3627  HORZ ORDER  -  FIRST
 DG3627
 DG3627.The horizontal coordinates were established by classical geodetic methods
 DG3627.and adjusted by the National Geodetic Survey in December 1992..
 DG3627
 DG3627.The orthometric height was scaled from a topographic map.
 DG3627
 DG3627.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3627
 DG3627.The geoid height was determined by GEOID03.
 DG3627
 DG3627;                    North         East     Units Scale Factor Converg.
 DG3627;SPC AL E     -   340,547.926   198,916.190   MT  0.99996001   -0 00 23.2
 DG3627;UTM  16      - 3,715,214.293   607,196.853   MT  0.99974167   +0 38 19.5
 DG3627
 DG3627!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3627!SPC AL E     -   0.99995520  x   0.99996001  =   0.99991522
 DG3627!UTM  16      -   0.99995520  x   0.99974167  =   0.99969689
 DG3627
 DG3627:                Primary Azimuth Mark                     Grid Az
 DG3627:SPC AL E     -  BROCK AZ MK                              051 03 35.1
 DG3627:UTM  16      -  BROCK AZ MK                              050 24 52.4
 DG3627
 DG3627|---------------------------------------------------------------------|
 DG3627| PID    Reference Object                     Distance      Geod. Az  |
 DG3627|                                                           dddmmss.s |
 DG3627| CZ2863 BROCK AZ MK                                        0510311.9 |
 DG3627| CZ2864 BROCK RM 1                           23.885 METERS 14853     |
 DG3627| CZ2865 BROCK RM 2                           26.930 METERS 20955     |
 DG3627| DG3626 FORT WORTH ATLANTA AWY BCN 70B        9.764 METERS 31320     |
 DG3627|---------------------------------------------------------------------|
 DG3627
 DG3627                          SUPERSEDED SURVEY CONTROL
 DG3627
 DG3627  NAD 83(1986)-  33 34 16.44335(N)    085 50 42.01951(W) AD(       ) 1
 DG3627  NAD 27      -  33 34 16.06200(N)    085 50 42.14700(W) AD(       ) 1
 DG3627
 DG3627.Superseded values are not recommended for survey control.
 DG3627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3627.See file dsdata.txt to determine how the superseded data were derived.
 DG3627
 DG3627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0719715214(NAD 83)
 DG3627_MARKER: DS = TRIANGULATION STATION DISK
 DG3627_SETTING: 66 = SET IN ROCK OUTCROP
 DG3627
 DG3627  HISTORY     - Date     Condition        Report By
 DG3627  HISTORY     - 1941     MONUMENTED       CGS
 DG3627  HISTORY     - 1952     GOOD             CGS
 DG3627  HISTORY     - 1964     GOOD             USFS
 DG3627  HISTORY     - 1965     GOOD             CGS
 DG3627
 DG3627                          STATION DESCRIPTION
 DG3627
 DG3627'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3627'THE STATION IS ABOUT 3 MILES SOUTH-SOUTHWEST OF OXFORD, ON THE
 DG3627'HIGHEST PART OF BROCK MOUNTAIN, 32 FEET SOUTHEAST OF AIRWAY
 DG3627'BEACON NO. 70B.  THE DISK IS STAMPED BROCK 1941 AND IS SET IN
 DG3627'OUTCROPPING BEDROCK WHICH DROPS OFF ABOUT 3 FEET ON THE NORTH
 DG3627'SIDE.  TO REACH THE STATION FROM OXFORD GO SOUTH FROM THE
 DG3627'TRAFFIC LIGHT ON U.S. HIGHWAY NO. 241 FOR 3.1 MILES, THEN TURN
 DG3627'SHARP LEFT ON THE LEFT-HAND ROAD AND GO 0.6 MILE, THEN TURN
 DG3627'RIGHT ON A ROAD THRU A FARMYARD AND DRIVE 0.8 MILE TO THE TOP
 DG3627'OF THE MOUNTAIN.
 DG3627'
 DG3627'STATION MARK AND REFERENCE MARK NO. 2 ARE STANDARD BRONZE DISKS
 DG3627'IN OUTCROPPING BEDROCK.  REFERENCE
 DG3627'MARK NO. 1 AND AZIMUTH MARK ARE STANDARD BRONZE DISKS SET IN
 DG3627'CONCRETE.
 DG3627'
 DG3627'THE AZIMUTH MARK IS ABOUT 0.9 MILE NORTHEAST OF THE STATION.  IT
 DG3627'IS 26 FEET NORTHWEST OF THE CENTER OF A GRADED DIRT ROAD.  A
 DG3627'LARGE OAK TREE 6 FEET IN DIAMETER IS 6 FEET NORTHEAST OF THE
 DG3627'MARK.  IT IS ON THE PROPERTY OF ARTHUR SHARP.  A HOUSE IS ABOUT
 DG3627'100 FEET SOUTH ON THE OPPOSITE SIDE OF THE ROAD.  THE DISK IS
 DG3627'STAMPED BROCK 1941 AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 DG3627'TO REACH THE AZIMUTH MARK FROM U.S. HIGHWAY NO. 241 DRIVE EAST
 DG3627'ON THE LEFT-HAND DIRT ROAD FOR 1.0 MILE TO THE LARGE OAK TREE,
 DG3627'OLD BARN, AND THE MARK ON THE NORTH SIDE OF THE ROAD.
 DG3627'
 DG3627'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION.  THE DISK
 DG3627'IS STAMPED BROCK NO 1 1941, AND IT PROJECTS ABOUT 6 INCHES
 DG3627'ABOVE THE GROUND.
 DG3627'
 DG3627'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND ABOUT 3
 DG3627'FEET LOWER.  THE DISK IS STAMPED BROCK NO 2 1941.
 DG3627'
 DG3627'AIRWAY BEACON NO. 70B IS NORTHWEST OF THE STATION.  IT IS
 DG3627'FOUR-LEGGED STEEL STRUCTURE ABOUT 60 FEET HIGH AND HAS A REVOLVING
 DG3627'WHITE LIGHT AND A FIXED GREEN LIGHT WHICH FLASHES TWICE TOWARD
 DG3627'THE EAST.  THE BEACON IS LOCATED BY DIRECTION AND DISTANCE TO
 DG3627'THE CENTER OF THE 4 LEGS ON THE CONCRETE FLOOR.
 DG3627'
 DG3627'ALL MEASUREMENTS TAKEN AT THIS STATION ARE HORIZONTAL MEASUREMENTS.
 DG3627'
 DG3627'A 37 FOOT TOWER IS NEEDED AT THIS STATION TO CLEAR LOCAL TREES.
 DG3627'
 DG3627'HEIGHT OF LIGHT ABOVE STATION MARK - 14 METERS.
 DG3627
 DG3627                          STATION RECOVERY (1952)
 DG3627
 DG3627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (AMS)
 DG3627'REFERENCE MARK 1 RECOVERED AS DESCRIBED.
 DG3627
 DG3627                          STATION RECOVERY (1964)
 DG3627
 DG3627'RECOVERY NOTE BY US FOREST SERVICE 1964 (WGR)
 DG3627'STATION AND R.M. 1 AND 2 WERE FOUND IN GOOD CONDITION.  STATION
 DG3627'IS 9 FEET SE OF NORTH EDGE OF OUTCROP AND 23 FEET SE OF SE
 DG3627'LEG OF TOWER.
 DG3627
 DG3627                          STATION RECOVERY (1965)
 DG3627
 DG3627'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 DG3627'STATION AND RM 1, 2, WERE RECOVERED IN GOOD CONDITION.  THE
 DG3627'PREVIOUS DESCRIPTION IS ADEQUATE FOR RECOVERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2096 ***********************************************************************
 BT2096  DESIGNATION -  BROOKINS
 BT2096  PID         -  BT2096
 BT2096  STATE/COUNTY-  AL/HOUSTON
 BT2096  USGS QUAD   -  DOTHAN EAST (1981)
 BT2096
 BT2096                         *CURRENT SURVEY CONTROL
 BT2096  ___________________________________________________________________
 BT2096* NAD 83(1992)-  31 08 15.31277(N)    085 15 06.34089(W)     ADJUSTED  
 BT2096* NAVD 88     -        72.     (meters)     236.     (feet)  SCALED    
 BT2096  ___________________________________________________________________
 BT2096  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BT2096  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BT2096
 BT2096  HORZ ORDER  -  SECOND
 BT2096
 BT2096.The horizontal coordinates were established by classical geodetic methods
 BT2096.and adjusted by the National Geodetic Survey in December 1992..
 BT2096
 BT2096.The orthometric height was scaled from a topographic map.
 BT2096
 BT2096.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2096
 BT2096.The geoid height was determined by GEOID03.
 BT2096
 BT2096;                    North         East     Units Scale Factor Converg.
 BT2096;SPC AL E     -    70,829.661   255,460.924   MT  0.99999793   +0 18 02.6
 BT2096;SPC GA W     -   126,609.361   596,525.369   MT  1.00003203   -0 33 40.1
 BT2096;SPC GA W     -   415,384.21  1,957,100.31   sFT  1.00003203   -0 33 40.1
 BT2096;SPC FL N     -   237,197.510   528,300.827   MT  1.00009161   -0 22 40.0
 BT2096;SPC FL N     -   778,205.50  1,733,266.96   sFT  1.00009161   -0 22 40.0
 BT2096;UTM  16      - 3,446,165.277   666,669.473   MT  0.99994265   +0 54 15.2
 BT2096
 BT2096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2096!SPC AL E     -   0.99999303  x   0.99999793  =   0.99999096
 BT2096!SPC GA W     -   0.99999303  x   1.00003203  =   1.00002506
 BT2096!SPC FL N     -   0.99999303  x   1.00009161  =   1.00008464
 BT2096!UTM  16      -   0.99999303  x   0.99994265  =   0.99993569
 BT2096
 BT2096:                Primary Azimuth Mark                     Grid Az
 BT2096:SPC AL E     -  ASHFORD MUNICIPAL TANK                   018 48 58.8
 BT2096:SPC GA W     -  ASHFORD MUNICIPAL TANK                   019 40 41.5
 BT2096:SPC FL N     -  ASHFORD MUNICIPAL TANK                   019 29 41.4
 BT2096:UTM  16      -  ASHFORD MUNICIPAL TANK                   018 12 46.2
 BT2096
 BT2096|---------------------------------------------------------------------|
 BT2096| PID    Reference Object                     Distance      Geod. Az  |
 BT2096|                                                           dddmmss.s |
 BT2096| BT2092 ASHFORD MUNICIPAL TANK              APPROX. 5.5 KM 0190701.4 |
 BT2096| CY8108 BROOKINS AZ MK                                     1844747.0 |
 BT2096| CY8109 BROOKINS RM 1                        86.158 METERS 27836     |
 BT2096| CY8110 BROOKINS RM 2                       137.898 METERS 32653     |
 BT2096|---------------------------------------------------------------------|
 BT2096
 BT2096                          SUPERSEDED SURVEY CONTROL
 BT2096
 BT2096  NAD 83(1986)-  31 08 15.31781(N)    085 15 06.34362(W) AD(       ) 2
 BT2096  NAD 27      -  31 08 14.67400(N)    085 15 06.58800(W) AD(       ) 2
 BT2096
 BT2096.Superseded values are not recommended for survey control.
 BT2096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2096.See file dsdata.txt to determine how the superseded data were derived.
 BT2096
 BT2096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6666946165(NAD 83)
 BT2096_MARKER: DS = TRIANGULATION STATION DISK
 BT2096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2096
 BT2096  HISTORY     - Date     Condition        Report By
 BT2096  HISTORY     - 1943     MONUMENTED       CGS
 BT2096
 BT2096                          STATION DESCRIPTION
 BT2096
 BT2096'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2096'THE STATION IS LOCATED ABOUT 3.0 MILES BY ROAD S OF THE TOWN OF
 BT2096'ASHFORD, ON THE HIGHEST POINT OF A CULTIVATED FIELD OWNED BY
 BT2096'H.H. BROOKINS.  IT IS 181 FEET SE OF A SMALL COTTON HOUSE WHICH
 BT2096'IS IN THE FIELD AND ABOUT 310 FEET E OF THE CENTER OF THE DIRT
 BT2096'ROAD.  IT IS STAMPED BROOKINS 1943 AND IS 18 INCHES BELOW THE
 BT2096'SURFACE OF THE GROUND.
 BT2096'
 BT2096'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BT2096'SET IN CONCRETE.
 BT2096'
 BT2096'REFERENCE MARK NO. 1 IS LOCATED W OF THE STATION, 26 FEET E OF THE
 BT2096'CENTER OF THE DIRT ROAD AND 5 FEET E OF A FENCE LINE.  IT IS
 BT2096'STAMPED BROOKINS NO. 1 1943 AND PROJECTS 4 INCHES.
 BT2096'
 BT2096'REFERENCE MARK NO. 2 IS NW OF THE STATION, 19 FEET E OF THE CENTER
 BT2096'OF THE ROAD AND 1 FOOT E OF A FENCE LINE.  IT IS STAMPED BROOKINS
 BT2096'NO. 2 1943 AND PROJECTS 4 INCHES.
 BT2096'
 BT2096'THE AZIMUTH MARK IS ABOUT 0.6 MILE, AIR LINE, S OF THE STATION,
 BT2096'19 FEET S OF A POWER-LINE POLE, 24 FEET E OF THE CENTER OF THE DIRT
 BT2096'ROAD AND 1 FOOT E OF A FENCE LINE.  IT IS STAMPED BROOKINS 1943,
 BT2096'PROJECTS ABOUT 8 INCHES AND IS WITNESSED BY A 4-INCH SQUARE WHITE
 BT2096'WOODEN POST PROJECTING 2-1/2 FEET.  TO REACH THE AZIMUTH MARK
 BT2096'FROM THE BROOKINS HOME GO S ON DIRT ROAD FOR 0.8 MILE TO THE
 BT2096'AZIMUTH MARK ON THE LEFT.
 BT2096'
 BT2096'TO REACH THE STATION FROM THE POST OFFICE IN ASHFORD GO S ACROSS
 BT2096'RAILROAD TRACKS FOR 0.3 MILE TO FORKS, TAKE RIGHT FORK (STRAIGHT
 BT2096'AHEAD) AND GO 2.1 MILES TO A CROSSROADS, CONTINUE STRAIGHT AHEAD
 BT2096'FOR 0.6 MILE TO THE BROOKINS HOUSE ON THE LEFT.  TURN LEFT
 BT2096'THROUGH GATE AND GO SE FOR 0.2 MILE TO THE HIGHEST POINT OF THE
 BT2096'HILL AND THE STATION.
 BT2096'
 BT2096'A 4-FOOT STAND WILL SEE A 100-FOOT LIGHT AT STATION NOBLES.
 BT2096'
 BT2096'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION DOTHAN.
 BT2096'
 BT2096'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION SPIVEY.
 BT2096'
 BT2096'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION HOWARD 1938.
 BT2096'
 BT2096'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION WESLEY 1938.
 BT2096'
 BT2096'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0039 ***********************************************************************
 BH0039  DESIGNATION -  BROOKLEY
 BH0039  PID         -  BH0039
 BH0039  STATE/COUNTY-  AL/MOBILE
 BH0039  USGS QUAD   -  MOBILE (1982)
 BH0039
 BH0039                         *CURRENT SURVEY CONTROL
 BH0039  ___________________________________________________________________
 BH0039* NAD 83(1992)-  30 38 41.62585(N)    088 04 08.35035(W)     ADJUSTED  
 BH0039* NAVD 88     -         6.415  (meters)      21.05   (feet)  POSTED    
 BH0039  ___________________________________________________________________
 BH0039  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 BH0039  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0039  DYNAMIC HT  -           6.410 (meters)      21.03  (feet)  COMP
 BH0039  MODELED GRAV-     979,336.1   (mgal)                       NAVD 88
 BH0039
 BH0039  HORZ ORDER  -  THIRD
 BH0039  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BH0039
 BH0039.This mark is at Mobile (DOWNTOWN) Airport (BFM)
 BH0039
 BH0039.The horizontal coordinates were established by GPS observations
 BH0039.and adjusted by the National Geodetic Survey in December 1992..
 BH0039
 BH0039.The orthometric height was determined by differential leveling
 BH0039.and adjusted by the National Geodetic Survey in 1992..
 BH0039.No vertical observational check was made to the station.
 BH0039.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BH0039.was located on a no-check spur therefore a value was not computed.
 BH0039
 BH0039.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0039
 BH0039.The geoid height was determined by GEOID03.
 BH0039
 BH0039.The dynamic height is computed by dividing the NAVD 88
 BH0039.geopotential number by the normal gravity value computed on the
 BH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0039.degrees latitude (g = 980.6199 gals.).
 BH0039
 BH0039.The modeled gravity was interpolated from observed gravity values.
 BH0039
 BH0039;                    North         East     Units Scale Factor Converg.
 BH0039;SPC AL W     -    71,625.091   545,462.273   MT  0.99997001   -0 17 24.1
 BH0039;UTM  16      - 3,390,735.671   397,569.018   MT  0.99972943   -0 32 41.7
 BH0039
 BH0039!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0039!SPC AL W     -   1.00000347  x   0.99997001  =   0.99997348
 BH0039!UTM  16      -   1.00000347  x   0.99972943  =   0.99973290
 BH0039
 BH0039                          SUPERSEDED SURVEY CONTROL
 BH0039
 BH0039  NAD 83(1986)-  30 38 41.64663(N)    088 04 08.35730(W) AD(       ) 3
 BH0039  NAD 27      -  30 38 40.95791(N)    088 04 08.35553(W) AD(       ) 3
 BH0039  NGVD 29 (??/??/??)    6.423  (m)           21.07   (f) ADJUSTED    1 2
 BH0039
 BH0039.Superseded values are not recommended for survey control.
 BH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0039.See file dsdata.txt to determine how the superseded data were derived.
 BH0039
 BH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9756990736(NAD 83)
 BH0039_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH0039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0039_SP_SET: SQUARE CONCRETE MONUMENT
 BH0039_STAMPING: BROOKLEY 1944
 BH0039_MARK LOGO: USE   
 BH0039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0039+STABILITY: SURFACE MOTION
 BH0039_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0039+SATELLITE: SATELLITE OBSERVATIONS - May 14, 1987
 BH0039
 BH0039  HISTORY     - Date     Condition        Report By
 BH0039  HISTORY     - 1944     MONUMENTED       USE
 BH0039  HISTORY     - 1968     GOOD             CGS
 BH0039  HISTORY     - 19870514 GOOD             NGS
 BH0039
 BH0039                          STATION DESCRIPTION
 BH0039
 BH0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0039'IN MOBILE.
 BH0039'AT MOBILE, AT BROOKLEY AIR FORCE BASE, AT THE SOUTHEAST CORNER OF THE
 BH0039'INTERSECTION OF AVENUE G AND 9TH STREET, 19.1 FEET WEST-NORTHWEST OF
 BH0039'THE NORTHWEST CORNER OF BUILDING 13, 19 FEET SOUTH OF THE SOUTH CURB
 BH0039'LINE OF AVENUE G, 5 FEET EAST OF THE EAST CURB OF 9TH STREET, SET IN
 BH0039'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE
 BH0039'GROUND.
 BH0039
 BH0039                          STATION RECOVERY (1987)
 BH0039
 BH0039'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BH0039'THE STATION IS AT BROOKLEY AIRPORT, TO FROM EXIT 23 ON I-10 IN THE
 BH0039'SOUTH SECTION OF MOBILE, GO SOUTHERLY INTO BROOKLEY AIRFIELD TO THE
 BH0039'JUNCTION OF MICHIGAN AND S BROAD ST.  TURN LEFT AND GO EAST ON S
 BH0039'BROAD ST FOR 0.6 KM (0.4 MI) TO BUILDING 11 ON THE LEFT AND THE MARK
 BH0039'ON THE RIGHT.  (NOTE - SEE CHUCK MARTIN, MOBILE AIRPORT AUTHORITY IN
 BH0039'BUILDING 11 FOR ACCESS TO STATIONS THAT ARE NEAR THE RUNWAYS).
 BH0039'THE MARK IS LOCATED 12.2 METERS (40.0 FT) SOUTH-SOUTHWEST FROM THE
 BH0039'CENTER OF BROAD STREET, 6.1 METERS (20.0 FT) EAST-SOUTHEAST FROM THE
 BH0039'CENTER OF 9TH STREET, 5.6 METERS (19.2 FT) NORTHWEST FROM NORTHWEST
 BH0039'CORNER OF A SMALL BLOCK BUILDING, 1.8 METERS (6.0 FT) SOUTHWEST FROM
 BH0039'AN UTILITY POLE WITH STREET LT NO 10 AND SOUTHWEST AND ACROSS THE
 BH0039'STREET FROM BUILDING 11.
 BH0039'TYPED BY E.D.W.
 BH0039'STATION MARK DISK ANOMALY
 BH0039'USE DISK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2000 ***********************************************************************
 BH2000  SACS        -  This is a Secondary Airport Control Station.
 BH2000  DESIGNATION -  BROOKLEY
 BH2000  PID         -  BH2000
 BH2000  STATE/COUNTY-  AL/MOBILE
 BH2000  USGS QUAD   -  HOLLINGERS ISLAND (1982)
 BH2000
 BH2000                         *CURRENT SURVEY CONTROL
 BH2000  ___________________________________________________________________
 BH2000* NAD 83(1992)-  30 36 47.90864(N)    088 03 23.06051(W)     ADJUSTED  
 BH2000* NAVD 88     -         4.24   (meters)      13.9    (feet)  GPS OBS   
 BH2000  ___________________________________________________________________
 BH2000  X           -     186,329.890 (meters)                     COMP
 BH2000  Y           -  -5,490,765.741 (meters)                     COMP
 BH2000  Z           -   3,229,059.299 (meters)                     COMP
 BH2000  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 BH2000  ELLIP HEIGHT-         -24.19  (meters)          (12/26/02) GPS OBS
 BH2000  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 BH2000
 BH2000  HORZ ORDER  -  FIRST
 BH2000  ELLP ORDER  -  FOURTH    CLASS I
 BH2000
 BH2000.This mark is at Mobile (DOWNTOWN) Airport (BFM)
 BH2000
 BH2000.The horizontal coordinates were established by GPS observations
 BH2000.and adjusted by the National Geodetic Survey in November 1999..
 BH2000
 BH2000.The orthometric height was determined by GPS observations and a
 BH2000.high-resolution geoid model.
 BH2000
 BH2000.GPS derived orthometric heights for airport stations designated as
 BH2000.PACS or SACS are published to 2 decimal places.  This maintains
 BH2000.centimeter relative accuracy between the PACS and SACS.  It does
 BH2000.not indicate centimeter accuracy relative to other marks which are
 BH2000.part of the NAVD 88 network.
 BH2000
 BH2000.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2000
 BH2000.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2000
 BH2000.The ellipsoidal height was determined by GPS observations
 BH2000.and is referenced to NAD 83.
 BH2000
 BH2000.The geoid height was determined by GEOID03.
 BH2000
 BH2000;                    North         East     Units Scale Factor Converg.
 BH2000;SPC AL W     -    68,117.251   546,650.817   MT  0.99996843   -0 17 00.1
 BH2000;UTM  16      - 3,387,223.429   398,741.668   MT  0.99972648   -0 32 16.8
 BH2000
 BH2000!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2000!SPC AL W     -   1.00000380  x   0.99996843  =   0.99997223
 BH2000!UTM  16      -   1.00000380  x   0.99972648  =   0.99973028
 BH2000
 BH2000:                Primary Azimuth Mark                     Grid Az
 BH2000:SPC AL W     -  MOBILE NATIONAL GYPSUM TANK              009 05 14.7
 BH2000:UTM  16      -  MOBILE NATIONAL GYPSUM TANK              009 20 31.4
 BH2000
 BH2000|---------------------------------------------------------------------|
 BH2000| PID    Reference Object                     Distance      Geod. Az  |
 BH2000|                                                           dddmmss.s |
 BH2000| BH1972 MOBILE NATIONAL GYPSUM TANK         APPROX. 5.5 KM 0084814.6 |
 BH2000| DD7611 BROOKLEY RM 1                        10.853 METERS 01854     |
 BH2000| BG4150 TELEVISION STATION WALA MAST        APPROX.15.4 KM 0704356.7 |
 BH2000| BG4152 DAPHNE LAKE FOREST SUBDIV TANK      APPROX.14.9 KM 0761652.9 |
 BH2000| BG4144 DAPHNE MUNICIPAL TANK               APPROX.14.6 KM 0942336.5 |
 BH2000| DD7612 BROOKLEY RM 2                         8.711 METERS 13525     |
 BH2000| BH2990 BROOKPORT AZ MK                     APPROX. 1.1 KM 3190304.1 |
 BH2000| AI2824 BROOKLEY AZ MK                      APPROX. 0.5 KM 3254256.4 |
 BH2000|---------------------------------------------------------------------|
 BH2000
 BH2000                          SUPERSEDED SURVEY CONTROL
 BH2000
 BH2000  NAD 83(1992)-  30 36 47.90921(N)    088 03 23.05833(W) AD(       ) 2
 BH2000  NAD 83(1986)-  30 36 47.92993(N)    088 03 23.06525(W) AD(       ) 2
 BH2000  NAD 27      -  30 36 47.23790(N)    088 03 23.06550(W) AD(       ) 2
 BH2000  NGVD 29 (02/20/88)    4.2    (m)           14.     (f) GPS OBS        
 BH2000
 BH2000.Superseded values are not recommended for survey control.
 BH2000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2000.See file dsdata.txt to determine how the superseded data were derived.
 BH2000
 BH2000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9874287223(NAD 83)
 BH2000_MARKER: DS = TRIANGULATION STATION DISK
 BH2000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2000_SP_SET: SQUARE CONCRETE MONUMENT
 BH2000_STAMPING: BROOKLEY 1960
 BH2000_MARK LOGO: CGS   
 BH2000_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2000+STABILITY: SURFACE MOTION
 BH2000_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2000+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1999
 BH2000
 BH2000  HISTORY     - Date     Condition        Report By
 BH2000  HISTORY     - 1960     MONUMENTED       CGS
 BH2000  HISTORY     - 1960     GOOD             CGS
 BH2000  HISTORY     - 19601231 GOOD             NGS
 BH2000  HISTORY     - 1963     GOOD             CGS
 BH2000  HISTORY     - 1963     GOOD             CGS
 BH2000  HISTORY     - 1978     GOOD             USCG
 BH2000  HISTORY     - 19870512 GOOD             NGS
 BH2000  HISTORY     - 1988     GOOD             NGS
 BH2000  HISTORY     - 19910130 GOOD             NGS
 BH2000  HISTORY     - 19990309 GOOD             NGS
 BH2000
 BH2000                          STATION DESCRIPTION
 BH2000
 BH2000'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BH2000'STATION IS LOCATED IN A GRASSY AREA AT THE EAST EDGE OF BROOKLEY AIR
 BH2000'FORCE BASE WHICH IS IN THE SOUTH EDGE OF MOBILE AND ALONG THE
 BH2000'WEST SHORE OF MOBILE BAY.  STATION, A STANDARD DISK SET IN AN
 BH2000'IRREGULAR MASS OF CONCRETE AND STAMPED BROOKLEY 1960 IS 62
 BH2000'PACES SOUTHWEST OF THE EDGE OF A MACADAM ROAD.  THE MARK IS SET FLUSH
 BH2000'WITH THE GROUND.
 BH2000'
 BH2000'TO REACH FROM THE MAIN GATE AT BROOKLEY AIR FORCE BASE, GO SOUTH ON
 BH2000'SURFACED ROAD FOR 0.3 MILE TO FORKS.  TAKE LEFT FORK AND GO SOUTHERLY
 BH2000'ON SURFACED ROAD FOR 2.1 MILE TO AZIMUTH MARK ON LEFT (EAST) SIDE OF
 BH2000'ROAD AS DESCRIBED.  CONTINUE SOUTHERLY ON SURFACED ROAD FOR 0.3
 BH2000'MILE TO GATE ON LEFT.  TURN RIGHT AND GO WESTERLY ON GRASS AREA FOR
 BH2000'ABOUT 60 YARDS TO STATION.
 BH2000'
 BH2000'REFERENCE MARK NO. 1, A STANDARD DISK SET IN AN IRREGULAR MASS OF
 BH2000'CONCRETE AND STAMPED BROOKLEY NO 1 1960 IS ABOUT 2 INCHES BELOW
 BH2000'THE SURFACE OF GROUND.
 BH2000'
 BH2000'REFERENCE MARK NO. 2, A STANDARD DISK SET IN AN IRREGULAR MASS OF
 BH2000'CONCRETE AND STAMPED BROOKLEY NO 2 1960 IS ABOUT 2 INCHES BELOW
 BH2000'THE SURFACE OF GROUND.
 BH2000'
 BH2000'AZIMUTH MARK, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE MONUMENT
 BH2000'AND STAMPED BROOKLEY 1960 IS 35 FEET SOUTH OF POWERLINE POLE, 19
 BH2000'FEET NORTHEAST OF APPROXIMATE CENTERLINE OF SURFACED ROAD, 0.5 FEET
 BH2000'SOUTHWEST OF A CHAINLINK FENCE AND 1.2 FEET SOUTHWEST OF A WITNESS
 BH2000'MARKER.  THE MARK IS SET FLUSH WITH THE GROUND.
 BH2000'
 BH2000'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 BH2000
 BH2000                          STATION RECOVERY (1960)
 BH2000
 BH2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960
 BH2000'RECOVERED IN GOOD CONDITION.
 BH2000
 BH2000                          STATION RECOVERY (1960)
 BH2000
 BH2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BH2000'THE STATION IS LOCATED AT THE S END OF THE FIELD NEAR THE VORTAC BFM.
 BH2000'THE STATION IS 332 FT (101.2 M) W FROM THE W CORNER OF THE VORTAC, AND
 BH2000'186 FT (56.7 M) SW FROM THE CENTER OF THE PERIMETER ROAD, AND IS
 BH2000'SURROUNDED BY A GROUP OF FENCE POSTS.  THE STATION IS A DISK IN A
 BH2000'CONCRETE MONUMENT STAMPED BROOKLEY 1960, AND SET FLUSH WITH THE
 BH2000'GROUND.
 BH2000
 BH2000                          STATION RECOVERY (1963)
 BH2000
 BH2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BH2000'THE STATION WAS VISITED 3-19-63 AND ALL MARKS WERE FOUND IN GOOD
 BH2000'CONDITION.  THE GATE OPPOSITE THE STATION HAS BEEN TAKEN DOWN,
 BH2000'BUT THE MACADAM ROAD WHICH SERVED AS THE ENTRANCE IS STILL VISIBLE.
 BH2000'A NEW DESCRIPTION FOLLOWS-
 BH2000'
 BH2000'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF DOWNTOWN MOBILE, ON THE
 BH2000'WEST SIDE OF MOBILE BAY AND AT THE SOUTHEAST SECTION OF
 BH2000'BROOKLEY AIR FORCE BASE AND ON THE PROJECTED TANGENT OF THE NORTHEAST
 BH2000'EDGE OF THE NORTHWEST-SOUTHEAST RUNWAY. IT IS 175 FEET SOUTHWEST OF
 BH2000'THE SOUTHWEST EDGE OF THE BLACK TOP ROAD, 16 FEET NORTH OF THE
 BH2000'PROJECTED TANGENT OF THE TAXIWAY LEADING WEST, 332 FEET
 BH2000'WEST-NORTHWEST OF THE WEST CORNER OF THE SQUARE BUILDING, PAINTED
 BH2000'ALTERNATE RED AND WHITE CHECKED, AND 324 FEET NORTHWEST OF A
 BH2000'POLE PAINTED ALTERNATE RED AND WHITE ABOUT 25 FEET HIGH WITH A RED
 BH2000'LIGHT ON THE TOP.  IT IS A STANDARD DISK, STAMPED BROOKLEY 1960
 BH2000'ABOUT 2 INCHES BELOW THE SURFACE OF THE GROUND.
 BH2000'
 BH2000'REFERENCE MARK NO. 1 IS 35.65 FEET NORTH OF THE STATION, 31 FEET
 BH2000'NORTHEAST OF THE PROJECTED PLANE OF THE NORTHEAST SIDE OF THE
 BH2000'NORTHWEST-SOUTHEAST TAXIWAY LEADING NORTHWEST, 144 FEET SOUTHWEST OF
 BH2000'THE SOUTHWEST EDGE OF THE BLACK TOP ROAD.  IT IS A STANDARD DISK,
 BH2000'STAMPED BROOKLEY NO 1 1960, 2 INCHES BELOW THE SURFACE OF THE GROUND.
 BH2000'
 BH2000'REFERENCE MARK NO. 2 IS 28.62 FEET SOUTHEAST OF THE STATION, 2 FEET
 BH2000'NORTHEAST OF THE PROJECTED PLANE OF THE NORTHEAST EDGE OF THE
 BH2000'NORTHWEST-SOUTHEAST TAXIWAY, 8 FEET SOUTHEAST OF THE PROJECTED PLANE
 BH2000'OF THE TAXIWAY TO THE WEST, 175 FEET SOUTHWEST OF THE SOUTHWEST
 BH2000'EDGE OF THE BLACK TOP ROAD.  IT IS A STANDARD DISK, STAMPED BROOKLEY
 BH2000'NO 2 1960, 2 INCHES BELOW THE SURFACE OF THE GROUND.
 BH2000'
 BH2000'THE AZIMUTH MARK IS ABOUT 0.3 MILE NORTH OF THE STATION, 19 FEET
 BH2000'NORTHEAST OF THE CENTERLINE OF THE BLACK TOP ROAD, 34 FEET SOUTH
 BH2000'OF POWER POLE WHICH IS THE SECOND POWER POLE SOUTH OF A ROAD FORKS,
 BH2000'67 PACES NORTHEAST OF THE EAST EDGE OF THE RUNWAY, 1/2 FOOT
 BH2000'SOUTHWEST OF A 6-FOOT CHAIN LINK FENCE, AND 1 FOOT SOUTH OF A METAL
 BH2000'WITNESS POST.  IT IS A STANDARD DISK, STAMPED BROOKLEY 1960, SET FLUSH
 BH2000'WITH THE GROUND.
 BH2000'
 BH2000'TO REACH FROM THE MAIN GATE OF THE BROOKLEY AIR FORCE BASE, GO SOUTH
 BH2000'ON SURFACED ROAD, FOR 0.3 MILE TO A FORKS, TAKE LEFT FORK AND GO
 BH2000'SOUTHERLY FOR 2.1 MILES TO THE AZIMUTH MARK ON THE LEFT, (EAST) SIDE
 BH2000'OF THE ROAD, CONTINUE SOUTHERLY ON BLACK TOP ROAD FOR 0.3 MILE TO
 BH2000'THE STATION ON THE RIGHT ON A GRASSY AREA WEST OF THE ROAD.
 BH2000
 BH2000                          STATION RECOVERY (1963)
 BH2000
 BH2000'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (JMC)
 BH2000'STATION RECOVERED IN GOOD CONDITION.  MARK IS 176.44 FT FROM MACADAM
 BH2000'ROAD, WEST OF ROAD, 358 FT NE OF VORTAC.
 BH2000'
 BH2000'REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK RECOVERED IN GOOD CONDITION.
 BH2000
 BH2000                          STATION RECOVERY (1978)
 BH2000
 BH2000'RECOVERY NOTE BY US COAST GUARD 1978 (RM)
 BH2000'BROOKLEY GOOD
 BH2000
 BH2000                          STATION RECOVERY (1987)
 BH2000
 BH2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BH2000'THE STATION IS LOCATED ABOUT 5.0 KM (3.0 MI) SOUTH OF DOWNTOWN MOBILE
 BH2000'ON BROOKLEY AIRPORT.  OWNERSHIP--MOBILE AIRPORT AUTHORITY, BUILDING
 BH2000'11, BROOKLEY COMPLEX, MOBILE, AL. 36615.  MANAGER - DAN DUPONT, BLDG.
 BH2000'11, MOBILE, AL. TELEPHONE 205-438-7045, PERMISSION BY CHUCK MARTIN,
 BH2000'AIRPORT ASSISTANT, TELEPHONE 205-438-7338.
 BH2000'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND MICHIGAN AVENUE
 BH2000'(EXIT 23), GO SOUTHWEST ON MICHIGAN AVENUE FOR 0.2 KM (0.1 MI) TO
 BH2000'COMPLEX DIRECTORY AHEAD AND BROAD STREET LEFT.  TURN LEFT, GO SOUTH
 BH2000'ON BROAD STREET FOR 0.7 KM (0.45 MI) TO AIRPORT AUTHORITY BUILDING ON
 BH2000'THE LEFT, (BLDG 11) CONTINUE SOUTH ON BROAD ST. FOR 0.5 KM (0.3 MI)
 BH2000'TO A Y-FORK.  KEEP RIGHT, CONTINUE SOUTHERLY ON BAY FRONT DRIVE FOR
 BH2000'1.6 KM (1.0 MI) TO A PAVED STREET RIGHT (ACROSS FROM GOLF CLUB).
 BH2000'TURN RIGHT, FOLLOW FENCED AREA SOUTHERLY ON PAVED ROAD FOR 0.5 KM
 BH2000'(0.3 MI) TO A GATE.  PASS THROUGH GATE, CONTINUE SOUTHERLY ON
 BH2000'PERIMETER ROAD FOR 1.3 KM (0.8 MI) TO STATION ON THE RIGHT.
 BH2000'THE MARK IS RECESSED 0.6 CM BELOW THE GROUND AND IS LOCATED 251.5
 BH2000'METERS (825 FT) NORTHEAST FROM CENTER OF RUNWAY 32, 177.1 METERS
 BH2000'581 FT) FROM EDGE OF A TAXIWAY, 101.2 METERS (332 FT) NORTHWEST
 BH2000'FROM THE NORTHWEST CORNER OF A VORTAC BASE AND 57.7 METERS (186 FT)
 BH2000'SOUTHWEST FROM CENTER OF PERIMETER ROAD.
 BH2000'DESCRIBED BY K.R. WALLACE, TYPED BY EDW.
 BH2000
 BH2000                          STATION RECOVERY (1988)
 BH2000
 BH2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1988 (AJL)
 BH2000'THE STATION WAS RECOVERED AT THIS DATE.
 BH2000'AS DESCRIBED IN ALABAMA FAA SURVEYS.
 BH2000'
 BH2000'TYPED BY R.L. ZURFLUH.
 BH2000
 BH2000                          STATION RECOVERY (1991)
 BH2000
 BH2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BH2000'THE STATION IS LOCATED
 BH2000'NEAR THE SOUTHEAST CORNER OF THE BROOKLEY FIELD INDUSTRIAL COMPLEX
 BH2000'AND AIRPORT.  OWNERSHIP--MOBILE AIRPORT AUTHORITY, BROOKLEY
 BH2000'INDUSTRIAL COMPLEX, BUILDING 11, MOBILE, AL 36633.  PHONE
 BH2000'205-438-7334.  NOTE--CONTACT C.H. CHUCK MARTIN OF MOBILE AIRPORT
 BH2000'AUTHORITY IN PERSON ONE DAY IN ADVANCE OF SURVEY WORK FOR A KEY AND
 BH2000'ESCORT FOR BEST WAY TO REACH STATION AS PER HIS REQUEST.  PHONE IN
 BH2000'ADVANCE FOR APPOINTMENT.
 BH2000'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BH2000'MICHIGAN AVENUE (EXIT 23) IN SOUTHWESTERN MOBILE, GO SOUTH ON
 BH2000'MICHIGAN AVENUE FOR 0.24 KM (0.15 MI) TO THE JUNCTION OF BROAD STREET
 BH2000'ON THE LEFT.  TURN LEFT, EAST, ON BROAD STREET FOR 0.72 KM (0.45 MI)
 BH2000'TO THE AIRPORT AUTHORITY BUILBING NUMBER 11 ON THE LEFT.  CONTINUE
 BH2000'EASTERLY ON BROAD STREET FOR 0.48 KM (0.30 MI) TO A FORK.  BEAR
 BH2000'RIGHT, NORTHEAST, THEN EAST, ON PAVED ROAD FOR 0.16 KM (0.10 MI) TO A
 BH2000'FORK.  BEAR LEFT, SOUTHERLY, ON BAY FRONT DRIVE FOR 1.36 KM
 BH2000'(0.85 MI) TO A PAVED ROAD RIGHT, ACROSS FROM A BRICK SIGN FOR THE
 BH2000'GULF PINES GOLF COURSE.  TURN RIGHT, WEST, THEN SOUTH, ON THE PAVED
 BH2000'ROAD FOR 1.12 KM (0.70 MI) TO A LOCKED GATE.  PASS THROUGH GATE AND
 BH2000'CONTINUE SOUTHERLY ON PAVED ROAD FOR 1.20 KM (0.75 MI) TO THE STATION
 BH2000'ON THE RIGHT.
 BH2000'THE STATION IS LOCATED 56.69 M (185.99 FT) SOUTHWEST FROM THE CENTER
 BH2000'OF THE PAVED ROAD.
 BH2000
 BH2000                          STATION RECOVERY (1999)
 BH2000
 BH2000'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 BH2000'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF MOBILE NEAR THE WEST
 BH2000'EDGE OF MOBILE BAY, AT THE MOBILE DOWNTOWN AIRPORT.  NEAR THE
 BH2000'SOUTHEAST END OF THE AIRPORT, IN A GRASS AREA NEAR THE EAST CORNER OF
 BH2000'THE AIRPORT JUST NORTHWEST OF THE VORTAC.  OWNERSHIP--MOBILE AIRPORT
 BH2000'AUTHORITY, BROOKLEY INDUSTRIAL COMPLEX 1891 9TH STREET, MOBILE, AL.
 BH2000'36615.  AIRPORT MANAGER ROGER ENGSTROM.  OPERATIONS MANAGER C.H. CHUCK
 BH2000'MARTIN, PHONE 205-438-7334.  --NOTE--CONTACT MOBILE AIRPORT AUTHORITY
 BH2000'OPERATIONS MANAGER (24-HOURS IN ADVANCE) WITH INTENTIONS AND TO OBTAIN
 BH2000'A KEY AND ESCORT FOR THE BEST WAY TO REACH THE STATION AS PER HIS
 BH2000'REQUEST.  --NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.
 BH2000'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND
 BH2000'MICHIGAN AVENUE (EXIT 23) NEAR THE SOUTHEAST EDGE OF MOBILE, GO SOUTH,
 BH2000'FOR 0.24 KM (0.15 MI) ON MICHIGAN AVENUE TO THE JUNCTION OF BROAD
 BH2000'STREET ON THE LEFT.  TURN LEFT, EAST, FOR 0.72 KM (0.45 MI) ON BROAD
 BH2000'STREET TO 9TH STREET ON THE LEFT AND THE AIRPORT AUTHORITY BUILDING
 BH2000'NUMBER 1891 ON THE LEFT.  CONTINUE EASTERLY FOR 0.48 KM (0.30 MI) ON
 BH2000'BROAD STREET TO A FORK.  BEAR RIGHT, NORTHEAST, THEN EAST, FOR 0.16 KM
 BH2000'(0.10 MI) TO A FORK.  BEAR LEFT, SOUTHERLY, FOR 1.36 KM (0.85 MI) ON
 BH2000'BAY FRONT DRIVE TO A PAVED ROAD RIGHT, ACROSS FROM A BRICK SIGN FOR
 BH2000'THE GULF PINES GOLF COURSE. TURN RIGHT, WEST, THEN SOUTH, FOR 1.12 KM
 BH2000'(0.70 MI) ON THE PAVED ROAD TO A LOCKED GATE (GATE NUMBER 6) .  PASS
 BH2000'THROUGH THE GATE AND CONTINUE SOUTHERLY FOR 1.2 KM (0.75 MI) ON THE
 BH2000'PERIMETER ROAD TO THE STATION ON THE RIGHT, NORTHWEST OF THE VORTAC.
 BH2000'STATION IS 251.5 M (825.1 FT) NORTHEAST OF THE RUNWAY 32 CENTER, 177.1
 BH2000'M (581.0 FT) SOUTHEAST OF THE SOUTHEAST EDGE OF A TAXI/RAMP, 101.2 M
 BH2000'(332.0 FT) NORTHWEST OF THE NORTHWEST CORNER OF THE VORTAC BASE, 56.69
 BH2000'M (185.99 FT) SOUTHWEST OF THE PERIMETER ROAD CENTER, AND THE MONUMENT
 BH2000'IS ABOUT LEVEL WITH THE PERIMETER ROAD AND RECESSED ABOUT 6-CM BELOW
 BH2000'THE GROUND SURFACE.  BY R.G.  HAYES.  THIS STATION IS DESIGNATED AS A
 BH2000'SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AI2824 ***********************************************************************
 AI2824  SACS        -  This is a Secondary Airport Control Station.
 AI2824  DESIGNATION -  BROOKLEY AZ MK
 AI2824  PID         -  AI2824
 AI2824  STATE/COUNTY-  AL/MOBILE
 AI2824  USGS QUAD   -  HOLLINGERS ISLAND (1982)
 AI2824
 AI2824                         *CURRENT SURVEY CONTROL
 AI2824  ___________________________________________________________________
 AI2824* NAD 83(1992)-  30 37 01.72620(N)    088 03 33.95242(W)     ADJUSTED  
 AI2824* NAVD 88     -         4.08   (meters)      13.4    (feet)  GPS OBS   
 AI2824  ___________________________________________________________________
 AI2824  X           -     186,032.604 (meters)                     COMP
 AI2824  Y           -  -5,490,558.832 (meters)                     COMP
 AI2824  Z           -   3,229,425.402 (meters)                     COMP
 AI2824  LAPLACE CORR-           1.04  (seconds)                    DEFLEC99
 AI2824  ELLIP HEIGHT-         -24.38  (meters)          (12/26/02) GPS OBS
 AI2824  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 AI2824
 AI2824  HORZ ORDER  -  FIRST
 AI2824  ELLP ORDER  -  FOURTH    CLASS I
 AI2824
 AI2824.This mark is at Mobile (DOWNTOWN) Airport (BFM)
 AI2824
 AI2824.The horizontal coordinates were established by GPS observations
 AI2824.and adjusted by the National Geodetic Survey in November 1999..
 AI2824
 AI2824.The orthometric height was determined by GPS observations and a
 AI2824.high-resolution geoid model.
 AI2824
 AI2824.GPS derived orthometric heights for airport stations designated as
 AI2824.PACS or SACS are published to 2 decimal places.  This maintains
 AI2824.centimeter relative accuracy between the PACS and SACS.  It does
 AI2824.not indicate centimeter accuracy relative to other marks which are
 AI2824.part of the NAVD 88 network.
 AI2824
 AI2824.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AI2824
 AI2824.The Laplace correction was computed from DEFLEC99 derived deflections.
 AI2824
 AI2824.The ellipsoidal height was determined by GPS observations
 AI2824.and is referenced to NAD 83.
 AI2824
 AI2824.The geoid height was determined by GEOID03.
 AI2824
 AI2824;                    North         East     Units Scale Factor Converg.
 AI2824;SPC AL W     -    68,544.187   546,362.835   MT  0.99996881   -0 17 05.7
 AI2824;UTM  16      - 3,387,651.536   398,455.656   MT  0.99972720   -0 32 22.6
 AI2824
 AI2824!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AI2824!SPC AL W     -   1.00000383  x   0.99996881  =   0.99997264
 AI2824!UTM  16      -   1.00000383  x   0.99972720  =   0.99973103
 AI2824
 AI2824                          SUPERSEDED SURVEY CONTROL
 AI2824
 AI2824.No superseded survey control is available for this station.
 AI2824
 AI2824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9845687652(NAD 83)
 AI2824_MARKER: DZ = AZIMUTH MARK DISK
 AI2824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AI2824_STAMPING: BROOKLEY 1960
 AI2824_MARK LOGO: CGS   
 AI2824_MAGNETIC: N = NO MAGNETIC MATERIAL
 AI2824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AI2824+STABILITY: SURFACE MOTION
 AI2824_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AI2824+SATELLITE: SATELLITE OBSERVATIONS - March 09, 1999
 AI2824
 AI2824  HISTORY     - Date     Condition        Report By
 AI2824  HISTORY     - 1960     MONUMENTED       CGS
 AI2824  HISTORY     - 19990309 GOOD             NGS
 AI2824
 AI2824                          STATION DESCRIPTION
 AI2824
 AI2824'DESCRIBED BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 AI2824'THE STATION IS LOCATED NEAR THE SOUTHEAST EDGE OF MOBILE NEAR THE WEST
 AI2824'EDGE OF MOBILE BAY, AT THE MOBILE DOWNTOWN AIRPORT.  NEAR THE
 AI2824'SOUTHEAST SIDE OF THE AIRPORT, IN A GRASS AREA NEAR THE EAST SIDE OF
 AI2824'THE PERIMETER ROAD, JUST SOUTHEAST OF A TURN IN THE LINE OF UTILITY
 AI2824'POLES AND ROAD.  OWNERSHIP--MOBILE AIRPORT AUTHORITY, BROOKLEY
 AI2824'INDUSTRIAL COMPLEX 1891 9TH STREET, MOBILE, AL.  36615.  AIRPORT
 AI2824'MANAGER ROGER ENGSTROM.  OPERATIONS MANAGER C.H.  CHUCK MARTIN, PHONE
 AI2824'205-438-7334.  --NOTE--CONTACT MOBILE AIRPORT AUTHORITY OPERATIONS
 AI2824'MANAGER (24-HOURS IN ADVANCE) WITH INTENTIONS AND TO OBTAIN A KEY AND
 AI2824'ESCORT FOR THE BEST WAY TO REACH THE STATION AS PER HIS REQUEST.
 AI2824'--NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL STATION.  TO REACH
 AI2824'THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 10 AND MICHIGAN
 AI2824'AVENUE (EXIT 23) NEAR THE SOUTHEAST EDGE OF MOBILE, GO SOUTH, FOR 0.24
 AI2824'KM (0.15 MI) ON MICHIGAN AVENUE TO THE JUNCTION OF BROAD STREET ON THE
 AI2824'LEFT.  TURN LEFT, EAST, FOR 0.72 KM (0.45 MI) ON BROAD STREET TO 9TH
 AI2824'STREET ON THE LEFT AND THE AIRPORT AUTHORITY BUILDING NUMBER 1891 ON
 AI2824'THE LEFT.  CONTINUE EASTERLY FOR 0.48 KM (0.30 MI) ON BROAD STREET TO
 AI2824'A FORK.  BEAR RIGHT, NORTHEAST, THEN EAST, FOR 0.16 KM (0.10 MI) TO A
 AI2824'FORK.  BEAR LEFT, SOUTHERLY, FOR 1.36 KM (0.85 MI) ON BAY FRONT DRIVE
 AI2824'TO A PAVED ROAD RIGHT, ACROSS FROM A BRICK SIGN FOR THE GULF PINES
 AI2824'GOLF COURSE.  TURN RIGHT, WEST, THEN SOUTH, FOR 1.12 KM (0.70 MI) ON
 AI2824'THE PAVED ROAD TO A LOCKED GATE (GATE NUMBER 6) .  PASS THROUGH THE
 AI2824'GATE AND CONTINUE SOUTHERLY FOR 0.53 KM (0.30 MI) ON THE PERIMETER
 AI2824'ROAD TO THE STATION ON THE LEFT SURROUNDED BY CONCRETE BLOCKS.
 AI2824'STATION IS 10.5 M (34.4 FT) SOUTHEAST OF A UTILITY POLE WITH 1 GUY
 AI2824'WIRE (WHERE THE ROAD AND POLES TURN) , 6.0 M (19.7 FT) NORTHEAST OF
 AI2824'THE PERIMETER ROAD CENTER, 0.6 M (2.0 FT) NORTHWEST OF A METAL FENCE
 AI2824'POST, 0.55 M (1.80 FT) SOUTHWEST OF A METAL WITNESS POST AND SIGN, 0.3
 AI2824'M (1.0 FT) SOUTH-SOUTHEAST OF A METAL WITNESS POST AND SIGN, AND THE
 AI2824'MONUMENT IS ABOUT LEVEL WITH THE PERIMETER ROAD AND RECESSED ABOUT
 AI2824'6-CM BELOW THE GROUND SURFACE.  BY R.G.  HAYES.  THIS STATION IS
 AI2824'DESIGNATED AS A SECONDARY AIRPORT CONTROL STATION (SACS) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2990 ***********************************************************************
 BH2990  DESIGNATION -  BROOKPORT AZ MK
 BH2990  PID         -  BH2990
 BH2990  STATE/COUNTY-  AL/MOBILE
 BH2990  USGS QUAD   -  HOLLINGERS ISLAND (1982)
 BH2990
 BH2990                         *CURRENT SURVEY CONTROL
 BH2990  ___________________________________________________________________
 BH2990* NAD 83(1992)-  30 37 14.51894(N)    088 03 49.75980(W)     ADJUSTED  
 BH2990* NAVD 88     -         7.0    (meters)      23.     (feet)  VERTCON   
 BH2990  ___________________________________________________________________
 BH2990  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 BH2990  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH2990
 BH2990  HORZ ORDER  -  THIRD
 BH2990
 BH2990.This mark is at Mobile (DOWNTOWN) Airport (BFM)
 BH2990
 BH2990.The horizontal coordinates were established by GPS observations
 BH2990.and adjusted by the National Geodetic Survey in December 1992..
 BH2990
 BH2990.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2990
 BH2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2990
 BH2990.The geoid height was determined by GEOID03.
 BH2990
 BH2990;                    North         East     Units Scale Factor Converg.
 BH2990;SPC AL W     -    68,940.227   545,943.808   MT  0.99996937   -0 17 13.9
 BH2990;UTM  16      - 3,388,049.340   398,038.495   MT  0.99972825   -0 32 30.9
 BH2990
 BH2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2990!SPC AL W     -   1.00000338  x   0.99996937  =   0.99997275
 BH2990!UTM  16      -   1.00000338  x   0.99972825  =   0.99973163
 BH2990
 BH2990:                Primary Azimuth Mark                     Grid Az
 BH2990:SPC AL W     -  BROOKLEY                                 139 20 04.4
 BH2990:UTM  16      -  BROOKLEY                                 139 35 21.4
 BH2990
 BH2990|---------------------------------------------------------------------|
 BH2990| PID    Reference Object                     Distance      Geod. Az  |
 BH2990|                                                           dddmmss.s |
 BH2990| BH2000 BROOKLEY                            APPROX. 1.1 KM 1390250.5 |
 BH2990|---------------------------------------------------------------------|
 BH2990
 BH2990                          SUPERSEDED SURVEY CONTROL
 BH2990
 BH2990  NAD 83(1986)-  30 37 14.53967(N)    088 03 49.76671(W) AD(       ) 3
 BH2990  NAD 27      -  30 37 13.84849(N)    088 03 49.76600(W) AD(       ) 3
 BH2990  NGVD 29 (02/20/88)    6.9    (m)           23.     (f) GPS OBS        
 BH2990
 BH2990.Superseded values are not recommended for survey control.
 BH2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2990.See file dsdata.txt to determine how the superseded data were derived.
 BH2990
 BH2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9803888049(NAD 83)
 BH2990_MARKER: DZ = AZIMUTH MARK DISK
 BH2990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2990_SP_SET: CONCRETE POST
 BH2990_STAMPING: BROOKPORT AZ MK 1986
 BH2990_MARK LOGO: NGS   
 BH2990_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BH2990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2990+STABILITY: SURFACE MOTION
 BH2990_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2990+SATELLITE: SATELLITE OBSERVATIONS - May 11, 1987
 BH2990
 BH2990  HISTORY     - Date     Condition        Report By
 BH2990  HISTORY     - 1986     MONUMENTED       NGS
 BH2990  HISTORY     - 19870511 GOOD
 BH2990  HISTORY     - 19870630 GOOD             NGS
 BH2990
 BH2990                          STATION DESCRIPTION
 BH2990
 BH2990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BH2990'THE STATION IS LOCATED ABOUT 5.0 KM (3.0 MI) SOUTH OF DOWNTOWN MOBILE
 BH2990'ON BROOKLEY AIRPORT.  OWNERSHIP--MOBILE AIRPORT AUTHORITY, BUILDING
 BH2990'11, BROOKLEY COMPLEX, MOBILE, AL. 36615, TELEPHONE 205-438-7045.
 BH2990'MANAGER- DAN DUPONT, BUILDING 11, MOBILE, AL. TELEPHONE 205-438-7338.
 BH2990'PERMISSION BY CHUCK MARTIN, AIRPORT ASSISTANT.
 BH2990'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND MICHIGAN AVENUE
 BH2990'(EXIT 23), GO SOUTHWEST ON MICHIGAN AVE. FOR 0.2 KM (0.1 MI) TO
 BH2990'COMPLEX DIRECTORY AHEAD AND BROAD STREET LEFT.  TURN LEFT, GO SOUTH
 BH2990'ON BROAD ST. FOR 0.7 KM (0.45 MI) TO AIRPORT AUTHORITY BUILDING ON
 BH2990'THE LEFT (BLDG. 11), CONTINUE SOUTH ON BROAD ST. FOR 0.5 KM (0.3 MI)
 BH2990'TO A Y-FORK.  KEEP RIGHT, CONTINUE SOUTHERLY ON BAY FRONT DRIVE FOR
 BH2990'1.6 KM (1.0 MI) TO A PAVED STREET RIGHT (ACROSS FROM GOLF CLUB).
 BH2990'TURN RIGHT, FOLLOW FENCED AREA SOUTHERLY ON PAVED ROAD FOR 0.5 KM
 BH2990'(0.3 MI) TO A GATE.  PASS THROUGHT GATE, CONTINUE SOUTHERLY ON A
 BH2990'PERIMETER ROAD FOR 1.3 KM (0.8 MI) TO STATION BROOKLEY 1960 ON THE
 BH2990'RIGHT.  FROM THIS POINT, GO NORTHWESTERLY ALONG TAXIWAY FOR 1.1 KM
 BH2990'(0.7 MI) TO THE STATION ON THE RIGHT SIDE OF TAXIWAY.
 BH2990'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 60.9 METERS
 BH2990'(200 FT) SOUTHWEST FROM THE PERIMETER ROAD, 16.8 METERS (55 FT)
 BH2990'NORTHEAST FROM THE CENTERLINE OF TAXIWAY, 2.1 METERS (7.0 FT)
 BH2990'NORTHEAST FROM A MARKER LIGHT AND 1.8 METERS (5.8 FT) NORTHEAST
 BH2990'FROM A WITNESS POST.  THE UNDERGROUND MARK IS SET 1.0 METER
 BH2990'BELOW THE GROUND.
 BH2990'DESCRIBED BY K.R. WALLACE, TYPED BY EDW.
 BH2990
 BH2990                          STATION RECOVERY (1987)
 BH2990
 BH2990'RECOVERED 1987
 BH2990'RECOVERED IN GOOD CONDITION.
 BH2990
 BH2990                          STATION RECOVERY (1987)
 BH2990
 BH2990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BH2990'THE STATION IS LOCATED ON THE NE SIDE OF TAXIWAY A IN THE SE AREA OF
 BH2990'THE AIRPORT.  THE STATION IS 55 FT (16.8 M) NE OF THE CL OF THE
 BH2990'TAXIWAY, 137.4 FT (41.9 M) NW OF THE 7TH TAXIWAY LIGHT SE OF THE
 BH2990'JUNCTION OF THE RUNWAYS, AND 51.9 FT (15.8 M) E OF THE 6TH TAXIWAY
 BH2990'LIGHT.  THE STATION IS A DISK STAMPED BROOKPORT AZ MK 1986, SET IN THE
 BH2990'TOP OF A CONCRETE MONUMENT SET FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1859 ***********************************************************************
 BU1859  DESIGNATION -  BROOKS LOT
 BU1859  PID         -  BU1859
 BU1859  STATE/COUNTY-  AL/CONECUH
 BU1859  USGS QUAD   -  BROOKS (1984)
 BU1859
 BU1859                         *CURRENT SURVEY CONTROL
 BU1859  ___________________________________________________________________
 BU1859* NAD 83(1992)-  31 26 32.86736(N)    086 42 54.38563(W)     ADJUSTED  
 BU1859* NAVD 88     -                                                        
 BU1859  ___________________________________________________________________
 BU1859  LAPLACE CORR-           1.78  (seconds)                    DEFLEC99
 BU1859  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BU1859
 BU1859  HORZ ORDER  -  THIRD
 BU1859
 BU1859.The horizontal coordinates were established by classical geodetic methods
 BU1859.and adjusted by the National Geodetic Survey in December 1992..
 BU1859
 BU1859
 BU1859.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1859
 BU1859.The geoid height was determined by GEOID03.
 BU1859
 BU1859;                    North         East     Units Scale Factor Converg.
 BU1859;SPC AL W     -   160,174.189   674,608.369   MT  1.00000197   +0 24 34.0
 BU1859;SPC AL E     -   104,822.221   116,180.019   MT  1.00004662   -0 27 36.0
 BU1859;UTM  16      - 3,478,674.759   527,071.264   MT  0.99960904   +0 08 55.0
 BU1859
 BU1859                          SUPERSEDED SURVEY CONTROL
 BU1859
 BU1859  NAD 83(1986)-  31 26 32.88261(N)    086 42 54.39016(W) AD(       ) 4
 BU1859  NAD 27      -  31 26 32.28900(N)    086 42 54.50300(W) AD(       ) 3
 BU1859
 BU1859.Superseded values are not recommended for survey control.
 BU1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1859.See file dsdata.txt to determine how the superseded data were derived.
 BU1859
 BU1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2707178675(NAD 83)
 BU1859_MARKER: 57 = LOOKOUT TOWER
 BU1859
 BU1859  HISTORY     - Date     Condition        Report By
 BU1859  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1859
 BU1859                          STATION DESCRIPTION
 BU1859
 BU1859'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1859'STATION IS THE BROOKS LOOKOUT TOWER, LOCATED ABOUT 6 MILES NW OF
 BU1859'RED LEVEL, ON PROPERTY OWNED BY THE STATE FOREST SERVICE.  IT
 BU1859'IS AN ENCLOSED CAB ATOP A 4-LEGGED WOODEN STRUCTURE ABOUT 110
 BU1859'FEET HIGH.  THE POINT OBSERVED ON WAS THE APEX OF THE ROOF.
 BU1859'
 BU1859'TO REACH FROM THE RAILROAD STATION IN RED LEVEL, GO N ON THE
 BU1859'W SIDE OF THE RAILROAD TRACKS FOR 0.3 MILE TO A T-ROAD LEFT,
 BU1859'TURN LEFT AND GO 7.0 MILES TO A FORK, TAKE RIGHT FORK AND GO 0.1
 BU1859'MILE TO LOOKOUT TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2580 ***********************************************************************
 DH2580  DESIGNATION -  BROWN
 DH2580  PID         -  DH2580
 DH2580  STATE/COUNTY-  AL/TUSCALOOSA
 DH2580  USGS QUAD   -  LAKE LURLEEN (1982)
 DH2580
 DH2580                         *CURRENT SURVEY CONTROL
 DH2580  ___________________________________________________________________
 DH2580* NAD 83(1992)-  33 16 24.77651(N)    087 43 06.64174(W)     ADJUSTED  
 DH2580* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 DH2580  ___________________________________________________________________
 DH2580  LAPLACE CORR-          -0.43  (seconds)                    DEFLEC99
 DH2580  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DH2580
 DH2580  HORZ ORDER  -  FIRST
 DH2580
 DH2580.The horizontal coordinates were established by classical geodetic methods
 DH2580.and adjusted by the National Geodetic Survey in December 1992..
 DH2580
 DH2580.The orthometric height was scaled from a topographic map.
 DH2580
 DH2580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2580
 DH2580.The geoid height was determined by GEOID03.
 DH2580
 DH2580;                    North         East     Units Scale Factor Converg.
 DH2580;SPC AL W     -   362,970.217   579,643.974   MT  0.99993844   -0 07 11.6
 DH2580;UTM  16      - 3,681,843.475   433,086.826   MT  0.99965520   -0 23 39.2
 DH2580
 DH2580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2580!SPC AL W     -   0.99998206  x   0.99993844  =   0.99992050
 DH2580!UTM  16      -   0.99998206  x   0.99965520  =   0.99963727
 DH2580
 DH2580|---------------------------------------------------------------------|
 DH2580| PID    Reference Object                     Distance      Geod. Az  |
 DH2580|                                                           dddmmss.s |
 DH2580| CF9978 BROWN RM 1                           17.662 METERS 11647     |
 DH2580| DH2619 PATTON                              APPROX.14.4 KM 1720014.9 |
 DH2580| DH2620 FORT WORTH ATLANTA AWY BCN 58       APPROX.16.6 KM 1865246.6 |
 DH2580| CF9977 BROWN AZ MK                                        2890133.2 |
 DH2580| CF9979 BROWN RM 2                           15.532 METERS 29302     |
 DH2580|---------------------------------------------------------------------|
 DH2580
 DH2580                          SUPERSEDED SURVEY CONTROL
 DH2580
 DH2580  NAD 83(1986)-  33 16 24.78223(N)    087 43 06.64408(W) AD(       ) 1
 DH2580  NAD 27      -  33 16 24.36000(N)    087 43 06.60300(W) AD(       ) 1
 DH2580
 DH2580.Superseded values are not recommended for survey control.
 DH2580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2580.See file dsdata.txt to determine how the superseded data were derived.
 DH2580
 DH2580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3308781843(NAD 83)
 DH2580_MARKER: DS = TRIANGULATION STATION DISK
 DH2580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2580
 DH2580  HISTORY     - Date     Condition        Report By
 DH2580  HISTORY     - 1939     MONUMENTED       CGS
 DH2580  HISTORY     - 1955     GOOD             CGS
 DH2580  HISTORY     - 1967     GOOD             USGS
 DH2580
 DH2580                          STATION DESCRIPTION
 DH2580
 DH2580'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DH2580'STATION IS ON THE TOP OF A WOODED HILL IN THE SE CORNER OF SEC. 30,
 DH2580'T 20 S, R 11 W, ABOUT 10 MILES AIRLINE WNW OF TUSCALOOSA AND 12.5
 DH2580'MILES AIRLINE SW OF SAMANTHA, ON PROPERTY OF THE BROWN LUMBER CO.
 DH2580'OF FAYETTE, STATION IS ON THE HIGHEST POINT OF THE HILL, 45 FEET
 DH2580'NE OF THE CENTER LINE OF WOODS ROAD, 38 FEET N BY W OF AN 8-INCH
 DH2580'PINE BLAZED WITH TWO LARGE TRIANGULAR BLAZES.
 DH2580'
 DH2580'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DH2580'BRONZE DISKS SET IN CONCRETE.
 DH2580'
 DH2580'REFERENCE MARK NO. 1 IS ESE OF THE STATION, APPROXIMATELY 46 FEET
 DH2580'NE OF THE CENTER LINE OF WOODS ROAD, AND ABOUT 5 FEET BELOW LEVEL F
 DH2580'STATION, AND PROTRUDES 6 INCHES.  REFERENCE MARK NO. 2 IS WNW OF
 DH2580'STATION APPROXIMATELY 38 FEET NE OF THE CENTER LINE OF ROAD, AND
 DH2580'ABOUT 4 FEET BELOW LEVEL OF THE STATION, AND PROJECTS 1 FOOT.
 DH2580'
 DH2580'AZIMUTH MARK IS WNW OF STATION, 10 FEET SSW OF CENTER LINE OF SAME
 DH2580'WOODS ROAD THAT RUNS BY STATION AND PROTRUDES 1 FOOT.  IT WAS NOT
 DH2580'POSSIBLE TO PLACE MARK AT A GREATER DISTANCE BECAUSE OF LARGE
 DH2580'TREES.
 DH2580'
 DH2580'TO REACH STATION FROM NORTHPORT AT THE INTERSECTION OF U.S. 43 AND
 DH2580'82, GO W ON 82 FOR 6.6 MILES TO THE CROSSROADS AT COKER, CONTINUE
 DH2580'W ON 82 FOR 2.85 MILES TO A DIRT ROAD R AT THE E END OF A CURVE IN
 DH2580'HIGHWAY, TURN R AND FOLLOW ROAD, PASSING THE SPRINGHILL POULTRY
 DH2580'FARM ON L FOR 0.65 MILE TO A FORK, TURN R OR E AND GO 0.05 MILE
 DH2580'TO AZIMUTH MARK ON R, CONTINUE E ON WOODS ROAD FOR 0.15 MILE TO
 DH2580'STATIN ON HILL TO L.
 DH2580'
 DH2580'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DH2580
 DH2580                          STATION RECOVERY (1955)
 DH2580
 DH2580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DH2580'STATION WAS RECOVERED AND ALL MARKS WERE FOUND IN GOOD CONDITION.
 DH2580'
 DH2580'A SMALL DIFFERENCE IN THE DIRECTIONS AND DISTANCES TO THE REFERENCE
 DH2580'MARKS WERE FOUND.  DUE TO CHANGES IN WOODS ROADS AND TIMBER BEING
 DH2580'CUT THE ORIGINAL DESCRIPTION IS NOT ADEQUATE.  THE AZIMUTH MARK
 DH2580'WAS FOUND IN GOOD CONDITION AND THE DIRECTION TO IT CHECKED.
 DH2580'
 DH2580'A NEW DESCRIPTION FOLLOWS- STATION IS ABOUT 3 MILES NORTHWEST OF
 DH2580'COKER AND 2 MILES NORTHEAST OF BUHL AND IS ON PROPERTY OWNED BY THE
 DH2580'BROWN LUMBER CO.  IT IS 26 FEET EAST OF A 10 INCH PINE TREE, 18
 DH2580'FEET SOUTH OF AN 8 INCH PINE TREE, 45 FEET NORTHEAST OF THE CENTER
 DH2580'OF A WOODS ROAD AND 1 FOOT NORTHEAST OF A WHITE WITNESS POST.
 DH2580'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BROWN 1939.
 DH2580'
 DH2580'REFERENCE MARK NO. 1 IS 57.95 FEET SOUTHEAST OF THE STATION, 17 FEET
 DH2580'NORTHWEST OF THE CENTER OF A WOODS ROAD AND 4 FEET SOUTHWEST OF A
 DH2580'14 INCH OAK TREE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 DH2580'STAMPED BROWN NO 1 1939.
 DH2580'
 DH2580'REFERENCE MARK NO. 2 IS 50.97 FEET NORTHWEST OF THE STATION AND 12
 DH2580'FEET WEST OF A 10 INCH PINE TREE. THE MARK PROJECTS 4 INCHES AND
 DH2580'THE DISK IS STAMPED BROWN NO 2 1939.
 DH2580'
 DH2580'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NORTHWEST OF THE STATION,
 DH2580'31 FEET SOUTHEAST OF THE CENTER OF A WOODS ROAD AND 1 FOOT NORTHEAST
 DH2580'OF A WHITE WITNESS POST.  THE MARK PROJECTS 6 INCHES AND THE DISK
 DH2580'IS STAMPED BROWN 1939.
 DH2580'
 DH2580'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND A
 DH2580'PAVED CROSSROAD IN COKER, GO NORTHWEST ON HIGHWAY 82 FOR 3.05 MILE
 DH2580'TO A SIDE ROAD RIGHT, TURN RIGHT ON DIRT ROAD AND GO NORTHEAST FOR
 DH2580'0.2 MILE TO A LOG CABIN ON THE LEFT.  KEEP RIGHT AROUND HOUSE ON
 DH2580'WOODS ROAD FOR 0.45 MILE TO A WOODS ROAD RIGHT, TURN RIGHT AND GO
 DH2580'EAST ON WOODS ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 DH2580'RIGHT AS DESCRIBED.  CONTINUE EASTERLY ON WOODS ROAD FOR 0.2
 DH2580'MILE TO THE TOP OF HILL AND THE STATION AS DESCRIBED.
 DH2580'
 DH2580'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 DH2580
 DH2580                          STATION RECOVERY (1967)
 DH2580
 DH2580'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DH2580'ALL MARKS FOUND IN GOOD CONDITION.
 DH2580'
 DH2580'TO REACH FROM THE INTERSECTION OF US 82 AND STATE HWY 69 AND 43 IN
 DH2580'NORTHPORT GO W ON US 82 FOR 7.3 MILES TO GRADED T-ROAD RIGHT, TURN
 DH2580'RIGHT AND GO 0.2 MILE TO WOODS ROAD RIGHT, TURN RIGHT ON WOODS ROAD
 DH2580'(PASSING A BORROW PIT ON RIGHT) AND GO 0.4 MILE TO T-ROAD RIGHT,
 DH2580'GO RIGHT 0.1 MILE TO Y-ROAD AND AZIMUTH MARK RIGHT.  TO REACH
 DH2580'STATION FROM THIS POINT TAKE LEFT FORK AND GO 0.1 MILE TO TOP OF
 DH2580'HILL AND STATION ON RIGHT.  A STANDARD METAL WITNESS SIGN WAS
 DH2580'ERECTED.
 DH2580'
 DH2580'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10 MILES NW OF
 DH2580'TUSCALOOSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2683 ***********************************************************************
 DH2683  DESIGNATION -  BROWN
 DH2683  PID         -  DH2683
 DH2683  STATE/COUNTY-  AL/FAYETTE
 DH2683  USGS QUAD   -  WINFIELD (1983)
 DH2683
 DH2683                         *CURRENT SURVEY CONTROL
 DH2683  ___________________________________________________________________
 DH2683* NAD 83(1992)-  33 53 16.17626(N)    087 47 39.75919(W)     ADJUSTED  
 DH2683* NAVD 88     -       223.     (meters)     732.     (feet)  SCALED    
 DH2683  ___________________________________________________________________
 DH2683  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DH2683  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DH2683
 DH2683  HORZ ORDER  -  SECOND
 DH2683
 DH2683.The horizontal coordinates were established by classical geodetic methods
 DH2683.and adjusted by the National Geodetic Survey in December 1992..
 DH2683
 DH2683.The orthometric height was scaled from a topographic map.
 DH2683
 DH2683.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2683
 DH2683.The geoid height was determined by GEOID03.
 DH2683
 DH2683;                    North         East     Units Scale Factor Converg.
 DH2683;SPC AL W     -   431,115.895   572,770.067   MT  0.99994247   -0 09 50.9
 DH2683;UTM  16      - 3,750,002.477   426,543.771   MT  0.99966652   -0 26 34.6
 DH2683
 DH2683!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2683!SPC AL W     -   0.99996930  x   0.99994247  =   0.99991177
 DH2683!UTM  16      -   0.99996930  x   0.99966652  =   0.99963583
 DH2683
 DH2683:                Primary Azimuth Mark                     Grid Az
 DH2683:SPC AL W     -  BROWN AZ MK                              044 28 35.9
 DH2683:UTM  16      -  BROWN AZ MK                              044 45 19.6
 DH2683
 DH2683|---------------------------------------------------------------------|
 DH2683| PID    Reference Object                     Distance      Geod. Az  |
 DH2683|                                                           dddmmss.s |
 DH2683| CF9980 BROWN AZ MK                                        0441845.0 |
 DH2683| CF9981 BROWN RM 1                           16.410 METERS 10043     |
 DH2683| CF9982 BROWN RM 2                           18.753 METERS 22801     |
 DH2683| DH2679 WINFIELD ALABAMA MILLS TANK         APPROX. 4.6 KM 3310435.8 |
 DH2683| DH2685 WINFIELD MUNICIPAL TANK             APPROX. 5.2 KM 3365016.0 |
 DH2683|---------------------------------------------------------------------|
 DH2683
 DH2683                          SUPERSEDED SURVEY CONTROL
 DH2683
 DH2683  NAD 83(1986)-  33 53 16.18352(N)    087 47 39.75754(W) AD(       ) 2
 DH2683  NAD 27      -  33 53 15.80500(N)    087 47 39.68100(W) AD(       ) 2
 DH2683
 DH2683.Superseded values are not recommended for survey control.
 DH2683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2683.See file dsdata.txt to determine how the superseded data were derived.
 DH2683
 DH2683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2654450002(NAD 83)
 DH2683_MARKER: DS = TRIANGULATION STATION DISK
 DH2683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2683_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2683
 DH2683  HISTORY     - Date     Condition        Report By
 DH2683  HISTORY     - 1950     MONUMENTED       CGS
 DH2683
 DH2683                          STATION DESCRIPTION
 DH2683
 DH2683'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2683'STATION IS ON A PROMINENT TIMBERED HILL, ABOUT 3 MILES SOUTHEAST
 DH2683'OF WINFIELD, AND ABOUT 1/4 MILE SOUTH OF THE FARM HOUSE OF L.A.
 DH2683'BROWN WHO OWNS THE LAND.
 DH2683'
 DH2683'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 43 AND
 DH2683'78 IN WINFIELD, GO SOUTH ON HIGHWAY 43 FOR 1.1 MILES TO A GRAVEL
 DH2683'ROAD LEFT, TURN LEFT AND GO EAST 0.8 MILE TO A FORK, BEAR RIGHT,
 DH2683'GO SOUTH 0.3 MILE TO A FORK, BEAR LEFT, GO EAST 0.6 MILE TO A
 DH2683'T-ROAD, TURN LEFT, GO NORTH 0.1 MILE TO A T-ROAD RIGHT, TURN
 DH2683'RIGHT GO EAST 0.7 MILE TO A FORK, (THE AZIMUTH MARK IS 0.05 MILE
 DH2683'NORTH OF THIS POINT) TURN RIGHT, GO SOUTH AND WEST 0.25 MILE TO
 DH2683'A GATE, ABOUT 100 YARDS EAST OF THE FARM HOUSE, PASS THROUGH THE
 DH2683'GATE AND GO SOUTHERLY ON A DIM WOODS ROAD 0.5 MILE TO THE
 DH2683'STATION.
 DH2683'
 DH2683'STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED BROWN 1950.
 DH2683'
 DH2683'REFERENCE MARK NO. 1 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DH2683'BROWN NO 1 1950.
 DH2683'
 DH2683'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DH2683'BROWN NO 2 1950.
 DH2683'
 DH2683'THE AZIMUTH MARK IS 15 FEET NORTH OF THE APPROXIMATE CENTER OF A
 DH2683'GRAVEL ROAD.  THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED
 DH2683'BROWN 1950.
 DH2683'
 DH2683'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DH2683'CYLINDERS.
 DH2683'
 DH2683'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1165 ***********************************************************************
 CO1165  DESIGNATION -  BROWNS
 CO1165  PID         -  CO1165
 CO1165  STATE/COUNTY-  AL/SUMTER
 CO1165  USGS QUAD   -  BOYD (1987)
 CO1165
 CO1165                         *CURRENT SURVEY CONTROL
 CO1165  ___________________________________________________________________
 CO1165* NAD 83(1992)-  32 33 17.50164(N)    088 18 00.11865(W)     ADJUSTED  
 CO1165* NAVD 88     -        69.     (meters)     226.     (feet)  SCALED    
 CO1165  ___________________________________________________________________
 CO1165  LAPLACE CORR-          -0.62  (seconds)                    DEFLEC99
 CO1165  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CO1165
 CO1165  HORZ ORDER  -  THIRD
 CO1165
 CO1165.The horizontal coordinates were established by classical geodetic methods
 CO1165.and adjusted by the National Geodetic Survey in May 1994..
 CO1165
 CO1165.The orthometric height was scaled from a topographic map.
 CO1165
 CO1165.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1165
 CO1165.The geoid height was determined by GEOID03.
 CO1165
 CO1165;                    North         East     Units Scale Factor Converg.
 CO1165;SPC AL W     -   283,531.965   524,865.146   MT  1.00000292   -0 25 49.9
 CO1165;SPC MS E     -   338,801.186   350,085.195   MT  0.99998092   +0 17 13.1
 CO1165;SPC MS E     - 1,111,550.22  1,148,571.18   sFT  0.99998092   +0 17 13.1
 CO1165;UTM  16      - 3,602,685.806   377,945.737   MT  0.99978370   -0 41 58.7
 CO1165
 CO1165!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1165!SPC AL W     -   0.99999367  x   1.00000292  =   0.99999659
 CO1165!SPC MS E     -   0.99999367  x   0.99998092  =   0.99997459
 CO1165!UTM  16      -   0.99999367  x   0.99978370  =   0.99977737
 CO1165
 CO1165|---------------------------------------------------------------------|
 CO1165| PID    Reference Object                     Distance      Geod. Az  |
 CO1165|                                                           dddmmss.s |
 CO1165| CO0091 W 204                                18.080 METERS 04411     |
 CO1165| CF9983 BROWNS AZ MK                                       1712156.2 |
 CO1165| CO1169 MILL RM 3                           APPROX. 4.6 KM 2440407.2 |
 CO1165| CF9984 BROWNS RM 1                          26.228 METERS 31555     |
 CO1165|---------------------------------------------------------------------|
 CO1165
 CO1165                          SUPERSEDED SURVEY CONTROL
 CO1165
 CO1165  NAD 83(1992)-  32 33 17.50725(N)    088 18 00.12023(W) AD(       ) 3
 CO1165  NAD 83(1986)-  32 33 17.51192(N)    088 18 00.12217(W) AD(       ) 3
 CO1165  NAD 27      -  32 33 17.02000(N)    088 18 00.01400(W) AD(       ) 3
 CO1165
 CO1165.Superseded values are not recommended for survey control.
 CO1165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1165.See file dsdata.txt to determine how the superseded data were derived.
 CO1165
 CO1165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7794602686(NAD 83)
 CO1165_MARKER: DS = TRIANGULATION STATION DISK
 CO1165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1165
 CO1165  HISTORY     - Date     Condition        Report By
 CO1165  HISTORY     - 1955     MONUMENTED       CGS
 CO1165
 CO1165                          STATION DESCRIPTION
 CO1165
 CO1165'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1165'STATION IS LOCATED ABOUT 4 MILES NORTH OF YORK ALONG STATE
 CO1165'HIGHWAY 17 AND IS ON PROPERTY OWNED BY THE ALLISON LUMBER CO.
 CO1165'IT IS 100 FEET NORTHWEST OF THE INTERSECTION OF STATE HIGHWAY 17
 CO1165'AND WOODS CROSSROAD, 94 FEET WEST OF THE CENTER OF HIGHWAY 17, 37
 CO1165'FEET NORTH OF THE CENTER OF A DIRT ROAD AND 3 FEET NORTH OF A
 CO1165'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 CO1165'BROWNS 1955.
 CO1165'
 CO1165'REFERENCE MARK NO. 1 IS 20 FEET SOUTHWEST OF A 48 INCH PINE
 CO1165'TREE AND 13 FEET NORTHEAST OF AN 8 INCH PINE TREE.  THE MARK
 CO1165'IS FLUSH AND THE DISK IS STAMPED BROWNS NO 1 1955.
 CO1165'
 CO1165'BENCH MARK W 204 WAS USED AS A REFERENCE MARK.  IT IS IN THE
 CO1165'EAST EDGE OF THE PINE WOODS, 52 FEET WEST OF THE CENTER OF
 CO1165'HIGHWAY 17 AND 2 FEET NORTH OF A WHITE WITNESS POST.  THE MARK
 CO1165'IS A 6 X 6 INCH CONCRETE POST THAT PROJECTS 4 INCHES AND
 CO1165'HAS A STANDARD U.S. COAST AND GEODETIC SURVEY BENCH MARK
 CO1165'DISK IN THE TOP STAMPED W 204 1946.
 CO1165'
 CO1165'AZIMUTH MARK IS 45 FEET EAST OF THE CENTER OF HIGHWAY 17
 CO1165'AND 3 FEET SOUTH OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 CO1165'THE DISK IS STAMPED BROWNS 1955.  (NOTE CONSIDERABLE CLEARING
 CO1165'WOULD BE REQUIRED FOR THE AZIMUTH MARK TO BE V.G.).
 CO1165'
 CO1165'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11
 CO1165'AND 80 AND STATE HIGHWAY 17 IN YORK, GO NORTH ON HIGHWAY
 CO1165'17 FOR 4.2 MILES TO THE AZIMUTH MARK ON THE RIGHT AS DESCRIBED,
 CO1165'CONTINUE NORTH ON HIGHWAY 17 FOR 0.2 MILE TO A WOODS CROSSROAD
 CO1165'AND THE STATION IN THE NORTHWEST ANGLE AS DESCRIBED.
 CO1165'
 CO1165'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2173 ***********************************************************************
 BT2173  DESIGNATION -  BRUNDIDGE PIKE COUNTY HS SPIPE
 BT2173  PID         -  BT2173
 BT2173  STATE/COUNTY-  AL/PIKE
 BT2173  USGS QUAD   -  BRUNDIDGE (1981)
 BT2173
 BT2173                         *CURRENT SURVEY CONTROL
 BT2173  ___________________________________________________________________
 BT2173* NAD 83(1992)-  31 43 22.23986(N)    085 48 45.19721(W)     ADJUSTED  
 BT2173* NAVD 88     -                                                        
 BT2173  ___________________________________________________________________
 BT2173  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BT2173  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BT2173
 BT2173  HORZ ORDER  -  THIRD
 BT2173
 BT2173.The horizontal coordinates were established by classical geodetic methods
 BT2173.and adjusted by the National Geodetic Survey in December 1992..
 BT2173
 BT2173
 BT2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2173
 BT2173.The geoid height was determined by GEOID03.
 BT2173
 BT2173;                    North         East     Units Scale Factor Converg.
 BT2173;SPC AL E     -   135,573.237   201,969.235   MT  0.99996005   +0 00 39.3
 BT2173;UTM  16      - 3,510,328.789   612,500.250   MT  0.99975609   +0 37 28.0
 BT2173
 BT2173                          SUPERSEDED SURVEY CONTROL
 BT2173
 BT2173  NAD 83(1986)-  31 43 22.24868(N)    085 48 45.19662(W) AD(       ) 4
 BT2173  NAD 27      -  31 43 21.67100(N)    085 48 45.39400(W) AD(       ) 3
 BT2173
 BT2173.Superseded values are not recommended for survey control.
 BT2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2173.See file dsdata.txt to determine how the superseded data were derived.
 BT2173
 BT2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1250010329(NAD 83)
 BT2173_MARKER: 52 = STANDPIPE TANK
 BT2173
 BT2173  HISTORY     - Date     Condition        Report By
 BT2173  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2173
 BT2173                          STATION DESCRIPTION
 BT2173
 BT2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2173'THE STATION IS THE TOP OF THE APEX OF THE PIKE COUNTY HIGH
 BT2173'SCHOOL STANDPIPE.  IT IS A CYLINDRICAL STANDPIPE PAINTED
 BT2173'ALUMINUM COLOR ABOUT 60 FEET HIGH.  IT IS LOCATED IN THE
 BT2173'VILLAGE OF BRUNDIDGE ON A HILL KNOWN LOCALLY AS HIGH SCHOOL
 BT2173'HILL.
 BT2173'
 BT2173'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION BRUNDIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2421 ***********************************************************************
 BT2421  DESIGNATION -  BRUNDIDGE RESET
 BT2421  PID         -  BT2421
 BT2421  STATE/COUNTY-  AL/PIKE
 BT2421  USGS QUAD   -  BRUNDIDGE (1981)
 BT2421
 BT2421                         *CURRENT SURVEY CONTROL
 BT2421  ___________________________________________________________________
 BT2421* NAD 83(1992)-  31 43 23.69731(N)    085 48 44.04760(W)     ADJUSTED  
 BT2421* NAVD 88     -       157.     (meters)     515.     (feet)  SCALED    
 BT2421  ___________________________________________________________________
 BT2421  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BT2421  GEOID HEIGHT-         -26.30  (meters)                     GEOID03
 BT2421
 BT2421  HORZ ORDER  -  FIRST
 BT2421
 BT2421.The horizontal coordinates were established by classical geodetic methods
 BT2421.and adjusted by the National Geodetic Survey in December 1992..
 BT2421
 BT2421.The orthometric height was scaled from a topographic map.
 BT2421
 BT2421.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2421
 BT2421.The geoid height was determined by GEOID03.
 BT2421
 BT2421;                    North         East     Units Scale Factor Converg.
 BT2421;SPC AL E     -   135,618.132   201,999.491   MT  0.99996005   +0 00 39.9
 BT2421;UTM  16      - 3,510,373.995   612,530.017   MT  0.99975618   +0 37 28.6
 BT2421
 BT2421!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2421!SPC AL E     -   0.99997948  x   0.99996005  =   0.99993953
 BT2421!UTM  16      -   0.99997948  x   0.99975618  =   0.99973567
 BT2421
 BT2421|---------------------------------------------------------------------|
 BT2421| PID    Reference Object                     Distance      Geod. Az  |
 BT2421|                                                           dddmmss.s |
 BT2421| CY8117 BRUNDIDGE RM 1                       43.349 METERS 17238     |
 BT2421| BT2173 BRUNDIDGE PIKE COUNTY HS SPIPE       54.140 METERS 21359     |
 BT2421| CY8118 BRUNDIDGE RM 2                       32.754 METERS 24703     |
 BT2421| BT2174 ANDERSON SE BASE                    APPROX. 3.1 KM 2921241.4 |
 BT2421| CY8116 BRUNDIDGE AZ MK                                    3274949.2 |
 BT2421| CS7020 BRUNDIDGE RM 3                       10.306 METERS 35849     |
 BT2421|---------------------------------------------------------------------|
 BT2421
 BT2421                          SUPERSEDED SURVEY CONTROL
 BT2421
 BT2421  NAD 83(1986)-  31 43 23.70600(N)    085 48 44.04681(W) AD(       ) 1
 BT2421  NAD 27      -  31 43 23.12900(N)    085 48 44.24500(W) AD(       ) 1
 BT2421
 BT2421.Superseded values are not recommended for survey control.
 BT2421.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2421.See file dsdata.txt to determine how the superseded data were derived.
 BT2421
 BT2421_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1253010374(NAD 83)
 BT2421_MARKER: DS = TRIANGULATION STATION DISK
 BT2421_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2421_STAMPING: BRUNDIDGE 1943 1981
 BT2421_MARK LOGO: NGS   
 BT2421_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2421_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2421+STABILITY: SURFACE MOTION
 BT2421
 BT2421  HISTORY     - Date     Condition        Report By
 BT2421  HISTORY     - 1981     MONUMENTED       NGS
 BT2421
 BT2421                          STATION DESCRIPTION
 BT2421
 BT2421'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BT2421'THE STATION UNDERGROUND MARK AND REFERENCE MARK NO 2 RESET 1965 WERE
 BT2421'RECOVERED IN GOOD CONDITION.  THE STATION SURFACE MARK AND REFERENCE
 BT2421'MARK NO 1 RESET 1965 WERE DESTROYED.  THE AZIMUTH MARK WAS NOT FOUND
 BT2421'AND WOULD NOT BE VISIBLE FROM THE STATION AT THIS TIME.  THE BRUNDIDGE
 BT2421'PIKE CO HIGH SCHOOL STANDPIPE 1943 WAS USED AS AN AZIMUTH. NO LOCATION
 BT2421'FOR A NEW AZIMUTH MARK WAS FOUND.  A NEW DESCRIPTION FOLLOWS.  THE
 BT2421'STATION IS LOCATED IN BRUNDIDGE, ALABAMA, AT THE CITY PARK AND TENNIS
 BT2421'COURT AND ACROSS STREET FROM THE HOUSE AT 261 NASSAU STREET. THE
 BT2421'STATION MARK IS A STANDARD NGS DISK, STAMPED BRUNDIDGE 1943 1981, SET
 BT2421'IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 BT2421'43.50 M (142.72 FT) WEST OF THE CENTER OF BOYD STREET, 6.04 M (19.82
 BT2421'FT) SOUTH OF THE CENTER OF NASSAU STREET, 10.45 M (34.28 FT) WEST OF A
 BT2421'POWER POLE WITH METER BOX, 6.68 M (21.92 FT) WEST NORTHWEST OF THE
 BT2421'NORTHEAST CORNER OF FENCE AROUND TENNIS COURT, 1.71 M (5.61 FT) NORTH
 BT2421'OF A METAL WITNESS POST AND SIGN SET IN FENCELINE AT NORTH EDGE OF
 BT2421'TENNIS COURT AND 1.43 M (4.69 FT) SOUTH OF THE SOUTH CONCRETE CURB OF
 BT2421'NASSAU STREET. REFERENCE MARK NO 2 IS A STANDARD CGS DISK, STAMPED
 BT2421'BRUNDIDGE NO 2 1943 RESET AMS 1965, SET IN THE TOP OF A SQUARE
 BT2421'CONCRETE POST, PROJECTING 1 INCH.  IT IS 10.82 M (35.50 FT) WEST OF
 BT2421'THE CENTER OF BOYD STREET, 6.52 M (21.39 FT) SOUTH OF THE CENTER OF
 BT2421'NASSAU STREET, 1.46 M (4.79 FT) SOUTHWEST OF A TELEPHONE POLE WITH TWO
 BT2421'GUY-WIRES AND 0.30 M (0.98 FT) SOUTH OF A METAL WITNESS POST AND SIGN.
 BT2421'REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED BRUNDIDGE 1943 NO
 BT2421'3 1981, SET IN A DRILL HOLE IN THE NORTH CONCRETE GUTTER OF NASSAU
 BT2421'STREET, AT THE CENTER OF THE ENTRANCE STEPS TO THE HOUSE AT 261 NASSAU
 BT2421'STREET, 12.04 M (39.50 FT) NORTH OF THE CENTER OF STREET AND 3.96 M
 BT2421'(12.99 FT) WEST OF A POWER POLE WITH TRANSFORMER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2943 ***********************************************************************
 CN2943  DESIGNATION -  BRYANT
 CN2943  PID         -  CN2943
 CN2943  STATE/COUNTY-  AL/COOSA
 CN2943  USGS QUAD   -  RICHVILLE (1971)
 CN2943
 CN2943                         *CURRENT SURVEY CONTROL
 CN2943  ___________________________________________________________________
 CN2943* NAD 83(1992)-  32 50 18.54629(N)    086 22 13.76108(W)     ADJUSTED  
 CN2943* NAVD 88     -       196.     (meters)     643.     (feet)  SCALED    
 CN2943  ___________________________________________________________________
 CN2943  LAPLACE CORR-          -0.55  (seconds)                    DEFLEC99
 CN2943  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CN2943
 CN2943  HORZ ORDER  -  FIRST
 CN2943
 CN2943.The horizontal coordinates were established by classical geodetic methods
 CN2943.and adjusted by the National Geodetic Survey in December 1992..
 CN2943
 CN2943.The orthometric height was scaled from a topographic map.
 CN2943
 CN2943.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2943
 CN2943.The geoid height was determined by GEOID03.
 CN2943
 CN2943;                    North         East     Units Scale Factor Converg.
 CN2943;SPC AL E     -   259,411.279   149,711.500   MT  0.99999117   -0 17 28.6
 CN2943;SPC AL W     -   315,266.428   705,744.116   MT  1.00007116   +0 36 45.2
 CN2943;UTM  16      - 3,633,557.124   558,913.681   MT  0.99964280   +0 20 29.0
 CN2943
 CN2943!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2943!SPC AL E     -   0.99997376  x   0.99999117  =   0.99996493
 CN2943!SPC AL W     -   0.99997376  x   1.00007116  =   1.00004491
 CN2943!UTM  16      -   0.99997376  x   0.99964280  =   0.99961656
 CN2943
 CN2943:                Primary Azimuth Mark                     Grid Az
 CN2943:SPC AL E     -  WEOGUFKA                                 005 46 34.1
 CN2943:SPC AL W     -  WEOGUFKA                                 004 52 20.3
 CN2943:UTM  16      -  WEOGUFKA                                 005 08 36.5
 CN2943
 CN2943|---------------------------------------------------------------------|
 CN2943| PID    Reference Object                     Distance      Geod. Az  |
 CN2943|                                                           dddmmss.s |
 CN2943| CN2942 WEOGUFKA                            APPROX.15.6 KM 0052905.5 |
 CN2943| CF9991 BRYANT RM 1                          24.760 METERS 00858     |
 CN2943| CN2944 BIRMINGHAM MONTGOMERY BCN 28        APPROX. 8.1 KM 2260045.5 |
 CN2943| CF9992 BRYANT RM 2                          28.832 METERS 30317     |
 CN2943|---------------------------------------------------------------------|
 CN2943
 CN2943                          SUPERSEDED SURVEY CONTROL
 CN2943
 CN2943  NAD 83(1986)-  32 50 18.55380(N)    086 22 13.76483(W) AD(       ) 1
 CN2943  NAD 27      -  32 50 18.10600(N)    086 22 13.85300(W) AD(       ) 1
 CN2943
 CN2943.Superseded values are not recommended for survey control.
 CN2943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2943.See file dsdata.txt to determine how the superseded data were derived.
 CN2943
 CN2943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5891433557(NAD 83)
 CN2943_MARKER: N = NAIL
 CN2943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2943
 CN2943  HISTORY     - Date     Condition        Report By
 CN2943  HISTORY     - 1888     MONUMENTED       CGS
 CN2943  HISTORY     - 1941     SEE DESCRIPTION  CGS
 CN2943  HISTORY     - 1941     SEE DESCRIPTION  CGS
 CN2943  HISTORY     - 1971     GOOD             NGS
 CN2943  HISTORY     - 1976     GOOD             NGS
 CN2943
 CN2943                          STATION DESCRIPTION
 CN2943
 CN2943'DESCRIBED BY COAST AND GEODETIC SURVEY 1888 (FWP)
 CN2943'STATION IS IN THE SE 1/4 OF THE SE 1/4 OF THE NE 1/4 OF SEC.
 CN2943'4, T 21 N, R 17 E, ST. STEPHENS MERIDIAN.  ABOUT 2 MILES A
 CN2943'LITTLE N OF W FROM TRAVELERS REST CROSSROADS, ALSO CALLED THE
 CN2943'DEVILS HALF ACRE, ON THE LAND OF MR. JAMES BRYANT.
 CN2943'
 CN2943'THE STATION WAS MARKED BY A BLACK SQUARE BITTERS BOTTLE BURIED
 CN2943'3 FEET BELOW THE SURFACE OF THE GROUND.  ABOVE IT WAS PLACED
 CN2943'A 2-INCH LIGHTWOOD STICK 2 FEET LONG, THE TOP ABOUT 2 INCHES
 CN2943'ABOVE THE SURFACE, WITH A NAIL IN IT MARKING THE CENTER.  FOUR
 CN2943'PINE TREES, BLAZED, WITH A NAIL IN THE BLAZE, ARE AT THE
 CN2943'FOLLOWING DISTANCES AND BEARINGS FROM THE STATION- 55.5
 CN2943'FEET, N 32 DEG E, 7.8 FEET, N 38 DEG E, 75.5 FEET, N 87 DEG E,
 CN2943'45.8 FEET, N 10 DEG W.  THE STATION IS AT A DISTANCE OF 255
 CN2943'FEET AND BEARS 346-1/2 DEG (MAGNETIC) FROM A STAKE ON A
 CN2943'SECTION LINE ONE-HALF METER S OF A CORNER (A QUARTER SECTION
 CN2943'POST).
 CN2943
 CN2943                          STATION RECOVERY (1941)
 CN2943
 CN2943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (FMW)
 CN2943'LETTER OF FRED M. WILSON, MONTGOMERY, ALABAMA, DATED 12/30/40.
 CN2943'THIS STATION IS LOCATED ABOUT 10 MILES W OF ROCKFORD, AND ABOUT
 CN2943'4 MILES E OF THE COOSA RIVER ON A HIGH HILL IN A PRIMITIVE
 CN2943'AND HEAVILY WOODED SECTION OF THE COUNTRY.  AT THE TIME
 CN2943'THE STATION WAS ESTABLISHED, THE COUNTY WAS SETTLED MORE THICKLY
 CN2943'THAN IT IS NOW.  THE NEAREST HOUSE IS NOW ABOUT 2 MILES FROM THE
 CN2943'STATION.  THE ORIGINAL DESCRIPTION IS WORTHLESS, AND THE
 CN2943'ROADS MENTIONED IN THE NEW DESCRIPTION, FOR THE MOST PART, ARE
 CN2943'DIM WOOD TRAILS AND LOGGING ROADS.  THE STATION IS LOCATED ON
 CN2943'WHAT WHAT IS NOW KNOWN AS THE OLD BUCK BRYANT PROPERTY AND IS
 CN2943'ACROSS THE THE ROAD ON A HILL FROM WHERE THE OLD HOUSE ORIGINALLY
 CN2943'STOOD.  THE CHIMNEY OF THE HOUSE IS STILL STANDING.  MR. EVANS
 CN2943'PIERCE, WHO LIVES IN THE VICINITY CAN ASSIST A PARTY IN LOCATING
 CN2943'THE STATION.
 CN2943'
 CN2943'TO REACH FROM ROCKFORD, DRIVE SW ON STATE HIGHWAY 22, 9.1 MILES
 CN2943'TO A CROSS ROAD.  THERE IS A TRIANGLE BLAZED PINE IN NW
 CN2943'INTERSECTION OF ROADS.  TAKE ROAD TO N, KEEPING TO LEFT ON MOST
 CN2943'PROMINENT WOODS ROAD 0.8 MILE TO TRAVELERS REST CROSSROADS.
 CN2943'TRIANGLE BLAZED OAK ON NW INTERSECTION OF ROADS.  TAKE LOGGING
 CN2943'TRAIL TO RIGHT 2.1 MILES TO A LARGE STONE CHIMNEY WHERE TRAIL
 CN2943'FORKS, TAKE RIGHT FORK 0.2 MILE TO A LARGE STONE CHIMNEY ON LEFT,
 CN2943'TRIANGLE BLAZED PINE ON RIGHT AND STATION ON RIGHT HILL, A DISTANCE
 CN2943'OF APPROXIMATELY 400 FEET AND BEARING SE FROM CHIMNEY.
 CN2943'
 CN2943'AFTER CONSIDERABLE SEARCH AND DIGGING, I RECOVERED THE UNDERGROUND
 CN2943'MARK, A BROWN SQUARE BITTERS BOTTLE BURIED MOUTH UPWARD.  I
 CN2943'REPLACED THE BOTTLE IN ITS ORIGINAL LOCATION AND RE-MARKED THE
 CN2943'SURFACE MARK WITH A 4- BY 4-INCH SQUARE CONCRETE POST WITH A
 CN2943'TRIANGLE CHISELED IN THE TOP SURFACE.
 CN2943'
 CN2943'SURFACE MARK EXTENDS ABOUT 6 INCHES ABOVE SURFACE OF GROUND.
 CN2943'ORIGINAL BEARING STUMPS ARE IN FAIR CONDITION.
 CN2943'
 CN2943'NEW BEARING TREES ARE AS FOLLOWS- AN OAK TREE DISTANT 19 FEET S
 CN2943'26 DEG 30 MIN W (MAGNETIC), AN OAK TREE DISTANT 31.8 FEET W
 CN2943'(MAGNETIC), AN OAK TREE DISTANT 54 FEET N 18 DEG W (MAGNETIC).
 CN2943
 CN2943                          STATION RECOVERY (1941)
 CN2943
 CN2943'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CN2943'STATION AND UNDERGROUND MARKS RECOVERED.  NEW SURFACE, UNDERGROUND
 CN2943'AND REFERENCE MARKS WERE SET AND ARE STANDARD BRONZE DISKS SET IN
 CN2943'CONCRETE.
 CN2943'
 CN2943'STATION IS LOCATED ABOUT 10 MILES W OF ROCKFORD AND ABOUT 4.0
 CN2943'MILES E OF THE COOSA RIVER ON A HIGH WOODED HILL AND ON
 CN2943'PROPERTY KNOWN LOCALLY AS THE OLD BUCK BRYANT PLACE.
 CN2943'
 CN2943'TO REACH THE STATION FROM THE COURTHOUSE IN ROCKFORD, GO SW ON
 CN2943'STATE HIGHWAY 22 FOR 9.2 MILES TO CROSSROADS (A SMALL HOUSE ON
 CN2943'THE HILL IN THE NW CORNER OF THE INTERSECTION AND A LARGE HOUSE
 CN2943'ON THE LEFT), TURN RIGHT AND GO N 0.5 MILE TO TOP OF HILL AND
 CN2943'Y JUST BEFORE REACHING A FARMHOUSE, TAKE LEFT FORK AND GO NW
 CN2943'PASSING THROUGH WIRE GATE AND CONTINUING ON MAIN-TRAVELED ROAD
 CN2943'FOR 1.2 MILES TO T ROAD, HERE TURN RIGHT AND GO 0.15 MILE TO
 CN2943'A PILE OF ROCKS ON LEFT AND A TRIANGLE BLAZE ON A 14-INCH
 CN2943'PINE TREE ON THE RIGHT, TURN SHARP RIGHT AND GO SE 0.05 MILE
 CN2943'TO TOP OF HILL AND STATION ON A DIM WOODS ROAD.
 CN2943'
 CN2943'A WHITE 4- BY 4-INCH WOOD POST WAS SET AT THE STATION AND
 CN2943'BOTH REFERENCE MARKS.
 CN2943
 CN2943                          STATION RECOVERY (1971)
 CN2943
 CN2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JDS)
 CN2943'TO REACH THE STATION FROM THE COOSA COUNTY COURT HOUSE IN ROCKFORD,
 CN2943'ALABAMA, DRIVE WEST ON ALABAMA 22 9.80 MILES TO MP 87.95 AND A DIRT
 CN2943'CROSSROAD.  TURN RIGHT ON DIRT ROAD AND DRIVE 0.50 MILE TO A Y
 CN2943'INTERSECTION.  TAKE THE LEFT FORK AND DRIVE 1.20 MILES TO A T
 CN2943'INTERSECTION.  TURN LEFT AND GO 0.15 MILE TO THE STATION ON
 CN2943'THE RIGHT.
 CN2943'
 CN2943'THE STATION IS APPROXIMATELY 75 YARDS SOUTH OF THE DIRT ROAD NEAR A
 CN2943'DIM WOODS ROAD AND ON THE HIGHEST POINT OF THE RIDGE.
 CN2943'
 CN2943'AT THIS TIME A LINE WAS CLEARED SO THAT WEOGUFKA TOWER COULD BE SEEN
 CN2943'FROM THE TOP OF AN 11 FOOT TOWER.
 CN2943'
 CN2943'THE STATION AND REFERENCE MARKS WERE IN ORIGINAL CONDITION BUT THE
 CN2943'AIRWAY BEACON LIGHT USED AS AN AZIMUTH HAS BEEN REMOVED.
 CN2943
 CN2943                          STATION RECOVERY (1976)
 CN2943
 CN2943'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CN2943'THE STATION WAS VISITED 7-1-76 AND THE STATION MARK, RM NO. 1 AND RM
 CN2943'NO. 2 WERE RECOVERED IN GOOD CONDITION.  AIRWAY BEACON NO. 2, USED
 CN2943'AS AN AZIMUTH, HAS BEEN REMOVED.  A COMPLETE NEW DESCRIPTION
 CN2943'FOLLOWS.
 CN2943'
 CN2943'THE STATION IS LOCATED ABOUT 10 MILES WEST OF ROCKFORD, ALABAMA AND
 CN2943'ABOUT 4 MILES EAST OF THE COOSA RIVER ON A HIGH WOODED HILL IN THE
 CN2943'COOSA MANAGEMENT AREA OF THE ALABAMA CONSERVATION DEPARTMENT.
 CN2943'
 CN2943'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 231 AND ALA. 22
 CN2943'AT THE COOSA COUNTY COURTHOUSE IN ROCKFORD, ALABAMA.  DRIVE WEST ON
 CN2943'ALA. 22 9.60 MILES TO MILE POST 87.95 AND A GRAVEL CROSSROAD, TURN
 CN2943'RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH 1.55 MILES TO A Y
 CN2943'INTERSECTION, TAKE THE RIGHT FORK AND DRIVE NORTHEAST 0.20 MILE
 CN2943'TO A DIM WOODS ROAD RIGHT, TURN RIGHT ON THE DIM WOODS ROAD AND
 CN2943'DRIVE SOUTHEAST 0.05 MILE TO RM NO. 2 ON THE LEFT.  PARK HERE AND
 CN2943'WALK EAST 90 FEET TO THE STATION.
 CN2943'
 CN2943'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK STAMPED
 CN2943'BRYANT 1890-1941 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 CN2943'9 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1.2 FT. SOUTH OF A
 CN2943'METAL WITNESS POST AND SIGN.
 CN2943'
 CN2943'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK STAMPED BRYANT
 CN2943'1890-1941 NO. 1 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 CN2943'9 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1.4 FT. SOUTH OF A
 CN2943'METAL WITNESS POST AND SIGN.
 CN2943'
 CN2943'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK STAMPED BRYANT
 CN2943'1890-1941 NO. 2 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING
 CN2943'9 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 1.3 FT. SOUTHEAST
 CN2943'OF A METAL WITNESS POST AND SIGN.
 CN2943'
 CN2943'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10 MILES WEST
 CN2943'OF ROCKFORD, ALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0845 ***********************************************************************
 CN0845  DESIGNATION -  BS 33
 CN0845  PID         -  CN0845
 CN0845  STATE/COUNTY-  AL/LOWNDES
 CN0845  USGS QUAD   -  HAYNEVILLE (1981)
 CN0845
 CN0845                         *CURRENT SURVEY CONTROL
 CN0845  ___________________________________________________________________
 CN0845* NAD 83(1986)-  32 11 03.     (N)    086 34 52.     (W)     SCALED    
 CN0845* NAVD 88     -        74.218  (meters)     243.50   (feet)  ADJUSTED  
 CN0845  ___________________________________________________________________
 CN0845  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CN0845  DYNAMIC HT  -          74.133 (meters)     243.22  (feet)  COMP
 CN0845  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 CN0845
 CN0845  VERT ORDER  -  SECOND    CLASS 0
 CN0845
 CN0845.The horizontal coordinates were scaled from a topographic map and have
 CN0845.an estimated accuracy of +/- 6 seconds.
 CN0845
 CN0845.The orthometric height was determined by differential leveling
 CN0845.and adjusted by the National Geodetic Survey in June 1991..
 CN0845
 CN0845.The geoid height was determined by GEOID03.
 CN0845
 CN0845.The dynamic height is computed by dividing the NAVD 88
 CN0845.geopotential number by the normal gravity value computed on the
 CN0845.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0845.degrees latitude (g = 980.6199 gals.).
 CN0845
 CN0845.The modeled gravity was interpolated from observed gravity values.
 CN0845
 CN0845;                    North         East    Units  Estimated Accuracy
 CN0845;SPC AL W     -   242,520.      686,650.      MT  (+/- 180 meters Scaled)
 CN0845
 CN0845                          SUPERSEDED SURVEY CONTROL
 CN0845
 CN0845  NGVD 29 (??/??/92)   74.199  (m)          243.43   (f) ADJ UNCH    2 0
 CN0845
 CN0845.Superseded values are not recommended for survey control.
 CN0845.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0845.See file dsdata.txt to determine how the superseded data were derived.
 CN0845
 CN0845_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA394609(NAD 83)
 CN0845_MARKER: DD = SURVEY DISK
 CN0845_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0845_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0845_STAMPING: 1939 BM B-S 33
 CN0845_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0845+STABILITY: SURFACE MOTION
 CN0845
 CN0845  HISTORY     - Date     Condition        Report By
 CN0845  HISTORY     - 1939     MONUMENTED       USE
 CN0845  HISTORY     - 1949     GOOD             NGS
 CN0845
 CN0845                          STATION DESCRIPTION
 CN0845
 CN0845'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0845'IN HAYNEVILLE.
 CN0845'AT HAYNEVILLE, AT THE JUNCTION OF STATE HIGHWAYS 11 AND 97, AND AT THE
 CN0845'NORTHWEST CORNER OF THE COURT HOUSE SQUARE, 33 FEET SOUTH OF THE
 CN0845'CENTER LINE OF HIGHWAY 11, 35 FEET EAST OF THE CENTER LINE OF HIGHWAY
 CN0845'97, 22 FEET NORTH OF AN OAK TREE, 113.5 FEET NORTHWEST OF THE
 CN0845'NORTHWEST CORNER OF THE CONFEDERATE SOLDIERS MONUMENT, 2 FEET WEST OF
 CN0845'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAYS AND SET IN
 CN0845'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1605 ***********************************************************************
 DG1605  DESIGNATION -  BUCK MTN
 DG1605  PID         -  DG1605
 DG1605  STATE/COUNTY-  AL/RANDOLPH
 DG1605  USGS QUAD   -  WADLEY NORTH (1969)
 DG1605
 DG1605                         *CURRENT SURVEY CONTROL
 DG1605  ___________________________________________________________________
 DG1605* NAD 83(1992)-  33 09 29.04277(N)    085 37 21.82412(W)     ADJUSTED  
 DG1605* NAVD 88     -       323.081  (meters)    1059.97   (feet)  ADJUSTED  
 DG1605  ___________________________________________________________________
 DG1605  LAPLACE CORR-          -1.63  (seconds)                    DEFLEC99
 DG1605  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG1605  DYNAMIC HT  -         322.711 (meters)    1058.76  (feet)  COMP
 DG1605  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 DG1605
 DG1605  HORZ ORDER  -  FIRST
 DG1605  VERT ORDER  -  SECOND    CLASS 0
 DG1605
 DG1605.The horizontal coordinates were established by classical geodetic methods
 DG1605.and adjusted by the National Geodetic Survey in December 1992..
 DG1605
 DG1605.The orthometric height was determined by differential leveling
 DG1605.and adjusted by the National Geodetic Survey in June 1991..
 DG1605
 DG1605.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG1605
 DG1605.The geoid height was determined by GEOID03.
 DG1605
 DG1605.The dynamic height is computed by dividing the NAVD 88
 DG1605.geopotential number by the normal gravity value computed on the
 DG1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1605.degrees latitude (g = 980.6199 gals.).
 DG1605
 DG1605.The modeled gravity was interpolated from observed gravity values.
 DG1605
 DG1605;                    North         East     Units Scale Factor Converg.
 DG1605;SPC AL E     -   294,744.875   219,645.721   MT  0.99996476   +0 06 54.7
 DG1605;UTM  16      - 3,669,654.933   628,434.029   MT  0.99980338   +0 45 12.2
 DG1605
 DG1605!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG1605!SPC AL E     -   0.99995385  x   0.99996476  =   0.99991861
 DG1605!UTM  16      -   0.99995385  x   0.99980338  =   0.99975724
 DG1605
 DG1605|---------------------------------------------------------------------|
 DG1605| PID    Reference Object                     Distance      Geod. Az  |
 DG1605|                                                           dddmmss.s |
 DG1605| CZ2879 BUCK MTN RM 1                        14.302 METERS 17536     |
 DG1605| DG1602 BUCK MTN AZ MK                                     1754423.8 |
 DG1605| CZ2880 BUCK MTN RM 2                        17.141 METERS 26018     |
 DG1605|---------------------------------------------------------------------|
 DG1605
 DG1605                          SUPERSEDED SURVEY CONTROL
 DG1605
 DG1605  NAD 83(1986)-  33 09 29.04695(N)    085 37 21.82392(W) AD(       ) 1
 DG1605  NAD 27      -  33 09 28.61900(N)    085 37 21.98100(W) AD(       ) 1
 DG1605  NGVD 29 (??/??/92)  323.02   (m)         1059.8    (f) COMPUTED    2 0
 DG1605
 DG1605.Superseded values are not recommended for survey control.
 DG1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1605.See file dsdata.txt to determine how the superseded data were derived.
 DG1605
 DG1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2843469655(NAD 83)
 DG1605_MARKER: DS = TRIANGULATION STATION DISK
 DG1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1605_STAMPING: BUCK MTN 1941
 DG1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1605+STABILITY: SURFACE MOTION
 DG1605
 DG1605  HISTORY     - Date     Condition        Report By
 DG1605  HISTORY     - 1941     MONUMENTED       CGS
 DG1605  HISTORY     - 1949     GOOD             NGS
 DG1605
 DG1605                          STATION DESCRIPTION
 DG1605
 DG1605'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG1605'STATION IS ON THE HIGHEST POINT OF BUCK MOUNTAIN.  BUCK MOUNTAIN
 DG1605'IS A LONG TIMBERED RIDGE ABOUT 5 MILES NW OF WADLEY, AND ABOUT 1
 DG1605'MILE NW OF THE VILLAGE OF ALMOND.
 DG1605'
 DG1605'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG1605'BRONZE DISKS SET IN CONCRETE.
 DG1605'
 DG1605'THE AZIMUTH MARK IS IN THE S EDGE OF THE VILLAGE OF ALMOND,
 DG1605'ABOUT 300 YARDS S OF THE CHURCH AND GRAVEYARD AND IS 33 FEET N OF
 DG1605'THE CENTER OF THE MAIN ROAD FROM WADLEY TO ALMOND.
 DG1605'
 DG1605'WHITE 4- BY 4-INCH POSTS WERE SET BY ALL MARKS.
 DG1605'
 DG1605'TO REACH THE STATION FROM THE CROSSROADS AND CHURCH IN ALMOND,
 DG1605'GO W 0.8 MILE TO DIM ROAD INTO FIELD ABOUT 0.2 MILE BEFORE
 DG1605'ARRIVING AT Y-FORK IN MAIN ROAD, TURN RIGHT INTO FIELD AND GO 0.1
 DG1605'MILE TO TIMBER AND FORKS, TAKE RIGHT FORK AND GO 0.4 MILE TO TOP
 DG1605'OF RIDGE AND STATION .
 DG1605'
 DG1605'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 DG1605
 DG1605                          STATION RECOVERY (1949)
 DG1605
 DG1605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DG1605'1.6 MI NW FROM ALMOND.
 DG1605'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD LEADING TO MELLOW VALLEY
 DG1605'FROM THE CHURCH AND CEMETERY AT ALMOND, THENCE ABOUT 0.65 MILE
 DG1605'NORTHEAST ALONG A DIM WOODS ROAD TO THE CREST OF A HILL, 47 FEET
 DG1605'NORTH OF R.M. NO. 1, 56 1/2 FEET EAST-NORTHEAST OF R.M. NO. 2,
 DG1605'29 FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 8-INCH PINE TREE,
 DG1605'19 FEET SOUTH OF A TRIANGULAR BLAZED 8-INCH OAK TREE, AND SET IN
 DG1605'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1602 ***********************************************************************
 DG1602  DESIGNATION -  BUCK MTN AZ MK
 DG1602  PID         -  DG1602
 DG1602  STATE/COUNTY-  AL/RANDOLPH
 DG1602  USGS QUAD   -  WADLEY NORTH (1969)
 DG1602
 DG1602                         *CURRENT SURVEY CONTROL
 DG1602  ___________________________________________________________________
 DG1602* NAD 83(1986)-  33 08 48.     (N)    085 37 18.     (W)     SCALED    
 DG1602* NAVD 88     -       257.130  (meters)     843.60   (feet)  ADJUSTED  
 DG1602  ___________________________________________________________________
 DG1602  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DG1602  DYNAMIC HT  -         256.835 (meters)     842.63  (feet)  COMP
 DG1602  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 DG1602
 DG1602  VERT ORDER  -  SECOND    CLASS 0
 DG1602
 DG1602.The horizontal coordinates were scaled from a topographic map and have
 DG1602.an estimated accuracy of +/- 6 seconds.
 DG1602
 DG1602.The orthometric height was determined by differential leveling
 DG1602.and adjusted by the National Geodetic Survey in June 1991..
 DG1602
 DG1602.The geoid height was determined by GEOID03.
 DG1602
 DG1602.The dynamic height is computed by dividing the NAVD 88
 DG1602.geopotential number by the normal gravity value computed on the
 DG1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1602.degrees latitude (g = 980.6199 gals.).
 DG1602
 DG1602.The modeled gravity was interpolated from observed gravity values.
 DG1602
 DG1602;                    North         East    Units  Estimated Accuracy
 DG1602;SPC AL E     -   293,480.      219,750.      MT  (+/- 180 meters Scaled)
 DG1602
 DG1602                          SUPERSEDED SURVEY CONTROL
 DG1602
 DG1602  NGVD 29 (??/??/92)  257.06   (m)          843.4    (f) COMPUTED    2 0
 DG1602
 DG1602.Superseded values are not recommended for survey control.
 DG1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1602.See file dsdata.txt to determine how the superseded data were derived.
 DG1602
 DG1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB285683(NAD 83)
 DG1602_MARKER: DZ = AZIMUTH MARK DISK
 DG1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1602_STAMPING: BUCK MT 1941
 DG1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1602+STABILITY: SURFACE MOTION
 DG1602
 DG1602  HISTORY     - Date     Condition        Report By
 DG1602  HISTORY     - 1941     MONUMENTED       CGS
 DG1602  HISTORY     - 1949     GOOD             NGS
 DG1602
 DG1602                          STATION DESCRIPTION
 DG1602
 DG1602'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DG1602'AT ALMOND.
 DG1602'AT ALMOND, ABOUT 0.15 MILE EAST ALONG A GRAVEL ROAD FROM THE
 DG1602'CHURCH AND CEMETERY, AT THE JUNCTION OF A ROAD NORTHEAST, 37
 DG1602'FEET NORTH OF THE CENTER OF THE JUNCTION, 19 FEET NORTHWEST OF
 DG1602'THE CENTER LINE OF THE ROAD NORTHEAST, 56 FEET SOUTH OF A ROCK
 DG1602'CHIMNEY, 29 1/2 FEET NORTHEAST OF A 16-INCH CEDAR TREE, 40 FEET
 DG1602'SOUTHWEST OF A 9-INCH CEDAR TREE, 1 FOOT NORTHEAST OF A WHITE
 DG1602'WOODEN WITNESS POST, 1/2 FOOT BELOW THE JUNCTION AND SET IN THE
 DG1602'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1606 ***********************************************************************
 DG1606  DESIGNATION -  BUCK MTN RM 1
 DG1606  PID         -  DG1606
 DG1606  STATE/COUNTY-  AL/RANDOLPH
 DG1606  USGS QUAD   -  WADLEY NORTH (1969)
 DG1606
 DG1606                         *CURRENT SURVEY CONTROL
 DG1606  ___________________________________________________________________
 DG1606* NAD 83(1986)-  33 09 29.     (N)    085 37 22.     (W)     SCALED    
 DG1606* NAVD 88     -       322.309  (meters)    1057.44   (feet)  ADJUSTED  
 DG1606  ___________________________________________________________________
 DG1606  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG1606  DYNAMIC HT  -         321.940 (meters)    1056.23  (feet)  COMP
 DG1606  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 DG1606
 DG1606  VERT ORDER  -  SECOND    CLASS 0
 DG1606
 DG1606.The horizontal coordinates were scaled from a topographic map and have
 DG1606.an estimated accuracy of +/- 6 seconds.
 DG1606
 DG1606.The orthometric height was determined by differential leveling
 DG1606.and adjusted by the National Geodetic Survey in June 1991..
 DG1606
 DG1606.The geoid height was determined by GEOID03.
 DG1606
 DG1606.The dynamic height is computed by dividing the NAVD 88
 DG1606.geopotential number by the normal gravity value computed on the
 DG1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1606.degrees latitude (g = 980.6199 gals.).
 DG1606
 DG1606.The modeled gravity was interpolated from observed gravity values.
 DG1606
 DG1606;                    North         East    Units  Estimated Accuracy
 DG1606;SPC AL E     -   294,740.      219,640.      MT  (+/- 180 meters Scaled)
 DG1606
 DG1606                          SUPERSEDED SURVEY CONTROL
 DG1606
 DG1606  NGVD 29 (??/??/92)  322.25   (m)         1057.2    (f) COMPUTED    2 0
 DG1606
 DG1606.Superseded values are not recommended for survey control.
 DG1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1606.See file dsdata.txt to determine how the superseded data were derived.
 DG1606
 DG1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB284696(NAD 83)
 DG1606_MARKER: DR = REFERENCE MARK DISK
 DG1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1606_STAMPING: BUCK MTN NO 1 1941
 DG1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1606+STABILITY: SURFACE MOTION
 DG1606
 DG1606  HISTORY     - Date     Condition        Report By
 DG1606  HISTORY     - 1941     MONUMENTED       CGS
 DG1606  HISTORY     - 1949     GOOD             NGS
 DG1606
 DG1606                          STATION DESCRIPTION
 DG1606
 DG1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DG1606'1.6 MI NW FROM ALMOND.
 DG1606'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD LEADING TO MELLOW VALLEY
 DG1606'FROM THE CHURCH AND CEMETERY AT ALMOND, THENCE ABOUT 0.65 MILE
 DG1606'NORTHEAST ALONG A DIM WOODS ROAD, NEAR THE CREST OF A HILL, 70
 DG1606'FEET EAST-SOUTHEAST OF R.M. NO. 2, 47 FEET SOUTH OF THE STATION
 DG1606'MARK, 26 FEET SOUTHEAST OF A TRIANGULAR BLAZED 8-INCH PINE TREE
 DG1606'11 FEET SOUTHWEST OF A 10-INCH OAK TREE, ABOUT 2 1/2 FEET BELOW
 DG1606'THE STATION AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7
 DG1606'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1604 ***********************************************************************
 DG1604  DESIGNATION -  BUCK MTN RM 2
 DG1604  PID         -  DG1604
 DG1604  STATE/COUNTY-  AL/RANDOLPH
 DG1604  USGS QUAD   -  WADLEY NORTH (1969)
 DG1604
 DG1604                         *CURRENT SURVEY CONTROL
 DG1604  ___________________________________________________________________
 DG1604* NAD 83(1986)-  33 09 29.     (N)    085 37 22.     (W)     SCALED    
 DG1604* NAVD 88     -       322.484  (meters)    1058.02   (feet)  ADJUSTED  
 DG1604  ___________________________________________________________________
 DG1604  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG1604  DYNAMIC HT  -         322.115 (meters)    1056.81  (feet)  COMP
 DG1604  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 DG1604
 DG1604  VERT ORDER  -  SECOND    CLASS 0
 DG1604
 DG1604.The horizontal coordinates were scaled from a topographic map and have
 DG1604.an estimated accuracy of +/- 6 seconds.
 DG1604
 DG1604.The orthometric height was determined by differential leveling
 DG1604.and adjusted by the National Geodetic Survey in June 1991..
 DG1604
 DG1604.The geoid height was determined by GEOID03.
 DG1604
 DG1604.The dynamic height is computed by dividing the NAVD 88
 DG1604.geopotential number by the normal gravity value computed on the
 DG1604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1604.degrees latitude (g = 980.6199 gals.).
 DG1604
 DG1604.The modeled gravity was interpolated from observed gravity values.
 DG1604
 DG1604;                    North         East    Units  Estimated Accuracy
 DG1604;SPC AL E     -   294,740.      219,640.      MT  (+/- 180 meters Scaled)
 DG1604
 DG1604                          SUPERSEDED SURVEY CONTROL
 DG1604
 DG1604  NGVD 29 (??/??/92)  322.42   (m)         1057.8    (f) COMPUTED    2 0
 DG1604
 DG1604.Superseded values are not recommended for survey control.
 DG1604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1604.See file dsdata.txt to determine how the superseded data were derived.
 DG1604
 DG1604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB284696(NAD 83)
 DG1604_MARKER: DR = REFERENCE MARK DISK
 DG1604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1604_STAMPING: BUCK MTN RM 2 1941
 DG1604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1604+STABILITY: SURFACE MOTION
 DG1604
 DG1604  HISTORY     - Date     Condition        Report By
 DG1604  HISTORY     - 1941     MONUMENTED       CGS
 DG1604  HISTORY     - 1949     GOOD             NGS
 DG1604
 DG1604                          STATION DESCRIPTION
 DG1604
 DG1604'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DG1604'1.6 MI NW FROM ALMOND.
 DG1604'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD LEADING TO MELLOW VALLEY
 DG1604'FROM THE CHURCH AND CEMETERY AT ALMOND, THENCE ABOUT 0.65 MILE
 DG1604'NORTHEAST ALONG A DIM WOODS ROAD, NEAR THE TOP OF A HILL,
 DG1604'56 1/2 FEET WEST-SOUTHWEST OF THE STATION, 70 FEET WEST-NORTHWEST
 DG1604'OF R.M. NO. 1, 46 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED
 DG1604'8-INCH PINE TREE, ABOUT 2 FEET BELOW THE STATION AND SET IN THE
 DG1604'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2263 ***********************************************************************
 CM2263  DESIGNATION -  BUCKALEW
 CM2263  PID         -  CM2263
 CM2263  STATE/COUNTY-  AL/CHAMBERS
 CM2263  USGS QUAD   -  CUSSETA (1983)
 CM2263
 CM2263                         *CURRENT SURVEY CONTROL
 CM2263  ___________________________________________________________________
 CM2263* NAD 83(1992)-  32 48 58.70384(N)    085 22 23.44997(W)     ADJUSTED  
 CM2263* NAVD 88     -       283.     (meters)     928.     (feet)  SCALED    
 CM2263  ___________________________________________________________________
 CM2263  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 CM2263  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CM2263
 CM2263  HORZ ORDER  -  FIRST
 CM2263
 CM2263.The horizontal coordinates were established by classical geodetic methods
 CM2263.and adjusted by the National Geodetic Survey in September 1997..
 CM2263
 CM2263.The orthometric height was scaled from a topographic map.
 CM2263
 CM2263.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2263
 CM2263.The geoid height was determined by GEOID03.
 CM2263
 CM2263;                    North         East     Units Scale Factor Converg.
 CM2263;SPC AL E     -   256,917.698   243,090.116   MT  0.99998289   +0 14 57.8
 CM2263;UTM  16      - 3,632,094.893   652,293.338   MT  0.99988599   +0 52 54.6
 CM2263
 CM2263!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2263!SPC AL E     -   0.99996011  x   0.99998289  =   0.99994300
 CM2263!UTM  16      -   0.99996011  x   0.99988599  =   0.99984610
 CM2263
 CM2263|---------------------------------------------------------------------|
 CM2263| PID    Reference Object                     Distance      Geod. Az  |
 CM2263|                                                           dddmmss.s |
 CM2263| CY8122 BUCKALEW RM 1                        21.158 METERS 04950     |
 CM2263| CM2189 FAIRFAX MILLS TALL STACK            APPROX.17.9 KM 0980024.6 |
 CM2263| CY8123 BUCKALEW RM 2                        14.330 METERS 14055     |
 CM2263| CM2264 NEW ORLEANS ATLANTA AWY BCN 34      APPROX. 8.3 KM 1422929.2 |
 CM2263| CM2262 OPELIKA STANDPIPE                   APPROX.18.0 KM 1811951.3 |
 CM2263| CM2267 FARM                                APPROX. 8.2 KM 3364509.5 |
 CM2263|---------------------------------------------------------------------|
 CM2263
 CM2263                          SUPERSEDED SURVEY CONTROL
 CM2263
 CM2263  NAD 83(1992)-  32 48 58.70293(N)    085 22 23.45075(W) AD(       ) 1
 CM2263  NAD 83(1986)-  32 48 58.70995(N)    085 22 23.44849(W) AD(       ) 1
 CM2263  NAD 27      -  32 48 58.24500(N)    085 22 23.63800(W) AD(       ) 1
 CM2263
 CM2263.Superseded values are not recommended for survey control.
 CM2263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2263.See file dsdata.txt to determine how the superseded data were derived.
 CM2263
 CM2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5229332095(NAD 83)
 CM2263_MARKER: DS = TRIANGULATION STATION DISK
 CM2263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2263
 CM2263  HISTORY     - Date     Condition        Report By
 CM2263  HISTORY     - 1930     MONUMENTED       CGS
 CM2263  HISTORY     - 1936     GOOD             CGS
 CM2263  HISTORY     - 1941     GOOD             CGS
 CM2263  HISTORY     - 1970     GOOD             USGS
 CM2263
 CM2263                          STATION DESCRIPTION
 CM2263
 CM2263'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CM2263'STATION IS ABOUT 12 MILES N OF OPELIKA, 3 MILES SE OF LAFAYETTE,
 CM2263'AND 5 MILES NW OF CUSSETA.  STATION IS ON A HIGH WOODED RIDGE
 CM2263'KNOWN AS BUCKALEW MOUNTAIN, STATION BEING ON THE HIGHEST PART OF
 CM2263'THE RIDGE, AND PROJECTS ABOVE THE GROUND ABOUT 4 INCHES.
 CM2263'
 CM2263'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CM2263'DISKS SET IN CONCRETE.
 CM2263'
 CM2263'STATION CAN BE REACHED FROM CUSSETA BY FOLLOWING THE LAFAYETTE
 CM2263'ROAD IN A NORTHERLY DIRECTION FOR 2.6 MILES TO A ROAD TURNING W.
 CM2263'FOLLOW ROAD W FOR 3.1 MILES TO TOP OF BUCKALEW MOUNTAIN AT
 CM2263'CHARLEY BROCKS HOUSE.  TURN IN OLD ROAD OPPOSITE BROCKS HOUSE
 CM2263'AND FOLLOW WESTERLY FOR ABOUT 300 YARDS TO TOP OF RIDGE AND
 CM2263'STATION.
 CM2263'
 CM2263'HEIGHT OF SIGNAL ABOVE STATION MARK - 19.5 METERS.
 CM2263
 CM2263                          STATION RECOVERY (1936)
 CM2263
 CM2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (MZB)
 CM2263'STATION WAS RECOVERED AS DESCRIBED AND ALL MARKS ARE IN
 CM2263'EXCELLENT CONDITION.  SOME CHANGES IN ROADS HAVE MADE OLD
 CM2263'DESCRIPTIONS UNSATISFACTORY.
 CM2263'
 CM2263'TO REACH THE STATION FROM LAFAYETTE, GO S FROM COURTHOUSE ON
 CM2263'HIGHWAY 50 (WEST POINT ROAD) ABOUT TWO BLOCKS TO WHERE IT
 CM2263'TURNS E, CONTINUE STRAIGHT HERE, AND FOLLOW MAIN ROAD 6-1/2
 CM2263'MILES, TURN RIGHT AND GO 0.7 MILE TO CROSSROADS, CONTINUE
 CM2263'STRAIGHT AHEAD AND GO 1.6 MILES TO A T-ROAD RIGHT (A SMALL HOUSE
 CM2263'IS ON THE LEFT WITH TWO ROCK FIREPLACE CHIMNEYS ON THE N END,
 CM2263'FOUR MAIL BOXES ARE ALSO HERE).  TURN RIGHT ON T-ROAD AND
 CM2263'FOLLOW MAIN ROAD 2.0 MILES TO MR. CHARLEY BROCKS HOUSE ON
 CM2263'RIGHT.  TURN LEFT ON OLD DIM ROAD ABOUT 200 YARDS BEFORE
 CM2263'REACHING MR.  BROCKS HOUSE AND GO 0.1 MILE TO AN OLD SHACK.
 CM2263'BEAR RIGHT HERE TO TOP OF RIDGE AND FOLLOW ALONG TOP OF RIDGE
 CM2263'ABOUT 0.1 MILE TO THE STATION ON HIGHEST POINT OF RIDGE.
 CM2263
 CM2263                          STATION RECOVERY (1941)
 CM2263
 CM2263'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2263'THE STATION WAS RECOVERED AS DESCRIBED.  THE STATION AND THE TWO
 CM2263'REFERENCE MARKS WERE IN GOOD CONDITION.
 CM2263'
 CM2263'NO AZIMUTH MARK WAS SET.
 CM2263'
 CM2263'TO REACH THE STATION FROM THE E SIDE OF THE COURTHOUSE IN
 CM2263'LAFAYETTE, GO S ON THE CUSSETA ROAD 6.7 MILES TO A Y IN THE ROAD.
 CM2263'TURN RIGHT AND GO 0.7 MILE TO A CROSS ROAD, CONTINUE STRAIGHT
 CM2263'AHEAD FOR 1.6 MILES TO A T-ROAD RIGHT (SMALL HOUSE ON THE LEFT
 CM2263'WITH TWO ROCK CHIMNEYS ON THE N END) TURN RIGHT AND GO 2.0
 CM2263'MILES, TURN LEFT ON DIM WOODS ROAD, JUST BEFORE REACHING MR.
 CM2263'CHARLEY BROCKS HOUSE ON THE RIGHT, AND GO IN A WESTERLY
 CM2263'DIRECTION 0.3 MILE TO TOP OF HILL AND THE STATION.
 CM2263'
 CM2263'NOTE- THE DISTANCES TO THE REFERENCE MARKS WERE CHECKED, BUT
 CM2263'THE NUMBERS ON THE REFERENCE MARKS WERE TRANSPOSED ON THE
 CM2263'PREVIOUS DESCRIPTION.  THE DIRECTIONS TO THE REFERENCE MARKS
 CM2263'CHECKED SATISFACTORILY.
 CM2263
 CM2263                          STATION RECOVERY (1970)
 CM2263
 CM2263'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM2263'BECAUSE OF CULTURAL CHANGES, A NEW TO REACH DESCRIPTION IS AS
 CM2263'FOLLOWS - FROM THE CHURCH OF CHRIST IN SE LAFAYETTE, ALA., GO S.
 CM2263'ON CUSSETA ROAD FOR 3.8 MI. TO T-RD. S. AND SIGN PUBLIC LAKE.
 CM2263'TURN RIGHT AND GO S. ALONG DIRT ROAD 1.2 MI. TO Y-RD. JUNCTION.
 CM2263'TAKE THE LEFT FORK, CROSSING CREEK AND DRIVE GENERALLY S., AND
 CM2263'UPHILL FOR 1.1 MI. TO SMALL CLEARING, ON THE RIGHT.  DRIVE W.
 CM2263'FOR 0.1 MI. TO END OF CLEARING, THEN PACK W. FOR ABOUT 0.2 MI.
 CM2263'TO TIMBERED TOP AND THE STATION MARK.  A 5 MINUTE PACK.
 CM2263'
 CM2263'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- STATION IS
 CM2263'ABOUT 12 MILES N OF OPELIKA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2273 ***********************************************************************
 CM2273  DESIGNATION -  BUFFALO
 CM2273  PID         -  CM2273
 CM2273  STATE/COUNTY-  AL/CHAMBERS
 CM2273  USGS QUAD   -  LAFAYETTE (1983)
 CM2273
 CM2273                         *CURRENT SURVEY CONTROL
 CM2273  ___________________________________________________________________
 CM2273* NAD 83(1992)-  32 56 49.21358(N)    085 24 00.67956(W)     ADJUSTED  
 CM2273* NAVD 88     -       251.     (meters)     823.     (feet)  SCALED    
 CM2273  ___________________________________________________________________
 CM2273  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CM2273  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CM2273
 CM2273  HORZ ORDER  -  FIRST
 CM2273
 CM2273.The horizontal coordinates were established by classical geodetic methods
 CM2273.and adjusted by the National Geodetic Survey in September 1997..
 CM2273
 CM2273.The orthometric height was scaled from a topographic map.
 CM2273
 CM2273.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2273
 CM2273.The geoid height was determined by GEOID03.
 CM2273
 CM2273;                    North         East     Units Scale Factor Converg.
 CM2273;SPC AL E     -   271,401.226   240,501.473   MT  0.99998022   +0 14 08.1
 CM2273;UTM  16      - 3,646,547.456   649,544.982   MT  0.99987575   +0 52 12.9
 CM2273
 CM2273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2273!SPC AL E     -   0.99996516  x   0.99998022  =   0.99994538
 CM2273!UTM  16      -   0.99996516  x   0.99987575  =   0.99984092
 CM2273
 CM2273|---------------------------------------------------------------------|
 CM2273| PID    Reference Object                     Distance      Geod. Az  |
 CM2273|                                                           dddmmss.s |
 CM2273| CY8130 BUFFALO RM 1                         27.005 METERS 05941     |
 CM2273| CY8131 BUFFALO RM 3                         40.445 METERS 15915     |
 CM2273| CM2271 LAFAYETTE COURTHOUSE                APPROX. 5.3 KM 1803551.8 |
 CM2273| CM2270 LAFAYETTE MUNICIPAL TANK            APPROX. 5.4 KM 1822201.8 |
 CM2273| CM2269 LAFAYETTE AVONDALE MILLS TANK       APPROX. 4.4 KM 1845034.6 |
 CM2273| CM2272 482 FT                               55.150 METERS 18811     |
 CM2273| CY8129 BUFFALO AZ MK                                      3473751.7 |
 CM2273|---------------------------------------------------------------------|
 CM2273
 CM2273                          SUPERSEDED SURVEY CONTROL
 CM2273
 CM2273  NAD 83(1992)-  32 56 49.21346(N)    085 24 00.68091(W) AD(       ) 1
 CM2273  NAD 83(1986)-  32 56 49.21939(N)    085 24 00.67689(W) AD(       ) 1
 CM2273  NAD 27      -  32 56 48.76900(N)    085 24 00.86200(W) AD(       ) 1
 CM2273
 CM2273.Superseded values are not recommended for survey control.
 CM2273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2273.See file dsdata.txt to determine how the superseded data were derived.
 CM2273
 CM2273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4954546547(NAD 83)
 CM2273_MARKER: DS = TRIANGULATION STATION DISK
 CM2273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2273
 CM2273  HISTORY     - Date     Condition        Report By
 CM2273  HISTORY     - 1941     MONUMENTED       CGS
 CM2273  HISTORY     - 1968     GOOD             CGS
 CM2273
 CM2273                          STATION DESCRIPTION
 CM2273
 CM2273'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2273'STATION IS LOCATED IN THE SETTLEMENT OF BUFFALO WHICH IS ABOUT
 CM2273'5 MILES N OF LAFAYETTE.  THE STATION MARK IS 216 FEET N OF THE
 CM2273'N END OF THE BUFFALO DEPOT AND 46 FEET E OF THE E RAIL OF THE
 CM2273'RAILROAD TRACK, ON THE SUMMIT OF A SMALL RIDGE THE TOP OF WHICH
 CM2273'IS ABOUT THE SAME ELEVATION AS THE TOP OF THE DEPOT.
 CM2273'
 CM2273'SURFACE AND UNDERGROUND MARKS, REFERENCE MARK NO. 1 AND THE
 CM2273'AZIMUTH MARK ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 CM2273'
 CM2273'THE AZIMUTH MARK IS 0.7 MILE N OF THE STATION, 34 FEET E OF
 CM2273'THE CENTER OF STATE HIGHWAY 37 AND 38 FEET SW OF A LONG GUM
 CM2273'TREE THAT SITS IN FRONT OF A FRAME HOUSE.
 CM2273'
 CM2273'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CM2273
 CM2273                          STATION RECOVERY (1968)
 CM2273
 CM2273'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CM2273'THE STATION WAS VISITED 2-17-68 AND THE STATION MARK, AZIMUTH
 CM2273'MARK, AND RM NO. 1 WERE FOUND IN GOOD CONDITION.  USGS BENCH
 CM2273'MARK HAD BEEN DESTROYED BY WORK ALONG THE RAILROAD TRACK AND
 CM2273'REFERENCE MARK NO. 3 WAS ESTABLISHED AT THIS DATE.  THE
 CM2273'PROPERTY IS NOW OWNED BY MRS. SPENCE WHO LIVES ABOUT 200 FEET
 CM2273'EAST OF THE STATION.  THE RAILROAD STATION HAS BEEN DESTROYED.
 CM2273'A NEW DESCRIPTION FOLLOWS-
 CM2273'
 CM2273'THE STATION IS LOCATED ABOUT 3.0 MILES NORTH OF LAFAYETTE AND
 CM2273'ABOUT 5.0 MILES SOUTH-SOUTHWEST OF FIVE POINTS AT THE VILLAGE
 CM2273'OF BUFFALO ON THE EAST SIDE OF THE RAILROAD TRACKS AND NORTH OF
 CM2273'THE HIGHWAY AND 0.1 MILE EAST OF U.S. HIGHWAY 431 ON PROPERTY
 CM2273'OWNED BY MRS. SPENCE.  THE STATION IS 36 FEET EAST OF EAST RAIL OF
 CM2273'TRACKS, 187 FEET NORTH OF THE CENTERLINE OF ROAD, 3.5 FEET
 CM2273'WEST OF A FENCE LINE, 1 FOOT NORTH OF A METAL WITNESS POST, 16
 CM2273'FEET SOUTHWEST OF A TELEPHONE POLE, 108 FEET
 CM2273'WEST-SOUTHWEST OF A POWER POLE, 298 FEET WEST OF SOUTHWEST
 CM2273'CORNER OF MRS. SPENCES HOUSE AND ABOUT 10 FEET ABOVE TRACKS.
 CM2273'IT IS A STANDARD TRIANGULATION DISK STAMPED BUFFALO
 CM2273'1941 AND PROJECTS 4-INCHES.
 CM2273'
 CM2273'REFERENCE MARK NO. 1 IS 88.59 FEET NORTHEAST OF STATION, 224
 CM2273'FEET NORTH OF THE CENTERLINE OF BLACK TOP ROAD, 75 FEET
 CM2273'EAST-NORTHEAST OF TELEPHONE POLE, 23 FEET WEST OF POWER POLE, 69
 CM2273'FEET EAST OF FENCE LINE.  IT IS A STANDARD REFERENCE MARK DISK
 CM2273'STAMPED BUFFALO NO. 1 1941, 4-INCHES BELOW GROUND.
 CM2273'
 CM2273'REFERENCE MARK NO. 3 IS 132.69 FEET SOUTH-SOUTHEAST OF STATION,
 CM2273'143 FEET NORTH OF A POWER POLE, 62 FEET NORTH OF THE CENTERLINE
 CM2273'OF ROAD, 83 FEET EAST OF EAST RAIL OF TRACKS, 1 FOOT NORTH OF
 CM2273'FENCE AND WITNESS POST, 54 FEET EAST OF A FENCE CORNER.  IT IS A
 CM2273'STANDARD REFERENCE MARK DISK STAMPED BUFFALO 1941 NO. 3 1968 AND
 CM2273'PROJECTS 6-INCHES.
 CM2273'
 CM2273'THE AZIMUTH MARK IS 0.75 MILE NORTH OF STATION ON PROPERTY OWNED
 CM2273'BY C.A. SPENCE AND IS 33 FEET EAST OF THE CENTERLINE OF U.S.
 CM2273'HIGHWAY 431, 44 FEET SOUTHWEST OF SOUTHWEST CORNER OF OLD
 CM2273'UNPAINTED HOUSE, 33 FEET SOUTH OF TOP OF STEPS LEADING TO HOUSE,
 CM2273'96 FEET NORTH OF A POWER POLE, 24 FEET SOUTH-SOUTHEAST OF 8-INCH
 CM2273'GUM TREE, 1.5 FEET EAST OF A METAL WITNESS POST.  IT IS A
 CM2273'STANDARD AZIMUTH MARK DISK STAMPED BUFFALO 1941, FLUSH WITH
 CM2273'GROUND.
 CM2273'
 CM2273'TO REACH FROM THE CHAMBERS COUNTY COURTHOUSE AT LAFAYETTE, GO
 CM2273'NORTH ON U.S. HIGHWAY 431 FOR 3.2 MILES TO A CROSS ROAD, TURN
 CM2273'RIGHT AND GO EAST FOR 0.1 MILE TO THE TRACKS AND THE STATION IN
 CM2273'THE NORTHEAST ANGLE OF THE ROAD CROSSING.
 CM2273'
 CM2273'TO REACH THE AZIMUTH MARK FROM THE STATION, GO WEST ON BLACK TOP
 CM2273'ROAD FOR 0.1 MILE TO U.S. HIGHWAY 431, TURN RIGHT AND GO NORTH
 CM2273'FOR 0.7 MILE TO MARK ON THE RIGHT AT OLD HOUSE.
 CM2273'
 CM2273'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3.0 MILES N
 CM2273'OF LAFAYETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2505 ***********************************************************************
 DH2505  DESIGNATION -  BUGTUSSLE FT
 DH2505  PID         -  DH2505
 DH2505  STATE/COUNTY-  AL/CULLMAN
 DH2505  USGS QUAD   -  COLD SPRINGS (1981)
 DH2505
 DH2505                         *CURRENT SURVEY CONTROL
 DH2505  ___________________________________________________________________
 DH2505* NAD 83(1992)-  33 56 38.96382(N)    087 01 41.04933(W)     ADJUSTED  
 DH2505* NAVD 88     -       213.4    (meters)     700.     (feet)  VERTCON   
 DH2505  ___________________________________________________________________
 DH2505  LAPLACE CORR-          -3.87  (seconds)                    DEFLEC99
 DH2505  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DH2505
 DH2505  HORZ ORDER  -  THIRD
 DH2505
 DH2505.The horizontal coordinates were established by classical geodetic methods
 DH2505.and adjusted by the National Geodetic Survey in December 1992..
 DH2505
 DH2505.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2505.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2505
 DH2505.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2505
 DH2505.The geoid height was determined by GEOID03.
 DH2505
 DH2505;                    North         East     Units Scale Factor Converg.
 DH2505;SPC AL W     -   437,424.957   643,625.009   MT  0.99995679   +0 15 48.7
 DH2505;SPC AL E     -   382,553.224    89,553.782   MT  1.00011032   -0 40 01.9
 DH2505;UTM  16      - 3,755,964.557   497,406.170   MT  0.99960008   -0 00 56.4
 DH2505
 DH2505!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2505!SPC AL W     -   0.99997090  x   0.99995679  =   0.99992769
 DH2505!SPC AL E     -   0.99997090  x   1.00011032  =   1.00008121
 DH2505!UTM  16      -   0.99997090  x   0.99960008  =   0.99957099
 DH2505
 DH2505:                Primary Azimuth Mark                     Grid Az
 DH2505:SPC AL W     -  ET 14 CRH                                029 38 58.9
 DH2505:SPC AL E     -  ET 14 CRH                                030 34 49.5
 DH2505:UTM  16      -  ET 14 CRH                                029 55 44.0
 DH2505
 DH2505|---------------------------------------------------------------------|
 DH2505| PID    Reference Object                     Distance      Geod. Az  |
 DH2505|                                                           dddmmss.s |
 DH2505| EF1455 ET 14 CRH                           APPROX. 7.3 KM 0295447.6 |
 DH2505|---------------------------------------------------------------------|
 DH2505
 DH2505                          SUPERSEDED SURVEY CONTROL
 DH2505
 DH2505  NAD 83(1986)-  33 56 38.97329(N)    087 01 41.04639(W) AD(       ) 3
 DH2505  NAD 27      -  33 56 38.59127(N)    087 01 41.01748(W) AD(       ) 3
 DH2505  NGVD 29 (07/19/86)  213.4    (m)          700.     (f) VERT ANG       
 DH2505
 DH2505.Superseded values are not recommended for survey control.
 DH2505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2505.See file dsdata.txt to determine how the superseded data were derived.
 DH2505
 DH2505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9740655965(NAD 83)
 DH2505_MARKER: 55 = TOWER
 DH2505
 DH2505  HISTORY     - Date     Condition        Report By
 DH2505  HISTORY     - 1966     FIRST OBSERVED   USGS
 DH2505  HISTORY     - 20060421 MARK NOT FOUND   GEOCAC
 DH2505
 DH2505                          STATION DESCRIPTION
 DH2505
 DH2505'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 DH2505'WILBURN, 06 MI SSE. OF JUNCTION OF STATE HIGHWAYS 69 AND 91, ALONG
 DH2505'HWY. 91 TO CROSSROAD, TURN LEFT AND GO 0.1 MI TO 100-FT HIGH STEEL
 DH2505'TOWER WITH GLASS ENCLOSED PLATFORM AT TOP, DESIGNATED---BUGTUSSLE FIRE
 DH2505'TOWER---.
 DH2505
 DH2505                          STATION RECOVERY (2006)
 DH2505
 DH2505'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 DH2505'USING THE INFORMATION IN THE DESCRIPTIVE, THERE IS NO TOWER HERE IN
 DH2505'THE AREA. I DO NOT KNOW
 DH2505'WHEN IT WAS REMOVED. I DON'T WANT TO MARK IT AS DESTROYED WITHOUT A
 DH2505'WITNESS TO THE FACT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3121 ***********************************************************************
 BH3121  DESIGNATION -  BULWINKLE
 BH3121  PID         -  BH3121
 BH3121  STATE/COUNTY-  AL/MOBILE
 BH3121  USGS QUAD   -  FORT MORGAN (1982)
 BH3121
 BH3121                         *CURRENT SURVEY CONTROL
 BH3121  ___________________________________________________________________
 BH3121* NAD 83(1992)-  30 14 46.34620(N)    088 04 50.71190(W)     ADJUSTED  
 BH3121* NAVD 88     -         1.1    (meters)       4.     (feet)  VERTCON   
 BH3121  ___________________________________________________________________
 BH3121  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BH3121  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BH3121
 BH3121  HORZ ORDER  -  THIRD
 BH3121
 BH3121.The horizontal coordinates were established by classical geodetic methods
 BH3121.and adjusted by the National Geodetic Survey in December 1992..
 BH3121
 BH3121.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3121.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3121
 BH3121.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3121
 BH3121.The geoid height was determined by GEOID03.
 BH3121
 BH3121;                    North         East     Units Scale Factor Converg.
 BH3121;SPC AL W     -    27,434.059   544,107.362   MT  0.99997186   -0 17 33.2
 BH3121;UTM  16      - 3,346,561.647   396,019.050   MT  0.99973339   -0 32 40.0
 BH3121
 BH3121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3121!SPC AL W     -   1.00000418  x   0.99997186  =   0.99997604
 BH3121!UTM  16      -   1.00000418  x   0.99973339  =   0.99973757
 BH3121
 BH3121                          SUPERSEDED SURVEY CONTROL
 BH3121
 BH3121  NAD 83(1986)-  30 14 46.37077(N)    088 04 50.71479(W) AD(       ) 3
 BH3121  NGVD 29 (05/01/92)    1.1    (m)            4.     (f) VERT ANG       
 BH3121
 BH3121.Superseded values are not recommended for survey control.
 BH3121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3121.See file dsdata.txt to determine how the superseded data were derived.
 BH3121
 BH3121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9601946562(NAD 83)
 BH3121_MARKER: DD = SURVEY DISK
 BH3121_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH3121_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BH3121_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3121+STABILITY: SURFACE MOTION
 BH3121
 BH3121  HISTORY     - Date     Condition        Report By
 BH3121  HISTORY     - 1986     MONUMENTED       NOS
 BH3121
 BH3121                          STATION DESCRIPTION
 BH3121
 BH3121'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH3121'STATION IS LOCATED 2 MI E OF DAUPHIN ISLAND WATER TANK IN THE
 BH3121'VICINITY OF FORT GAINES.
 BH3121'
 BH3121'TO REACH THE STATION FROM THE INTERSECTION HWY 193 AND BIENVILLE ON
 BH3121'DAUPHIN ISLAND, PROCEED E ON BIENVILLE FOR 3.54 KM (2.2 MI) TO A
 BH3121'ROAD LEFT.  THE ROAD HAD DIRECT ACCESS INTO THE SEA LAB FACILITY
 BH3121'AND IS THE MOST EASTERLY OF TWO ROADS THAT ARE TOGETHER.  PROCEED
 BH3121'DOWN A WINDING PAVED ROAD TO U.S. COAST GUARD RECREATION AREA-
 BH3121'DAUPHIN ISLAND.  ONCE THROUGH THE GATE TAKE THE FIRST ROAD LEFT
 BH3121'0.16 KM (0.1 MI) TO THE BOARDWALK LEADING TO THE BEACH AND THE
 BH3121'STATION RIGHT.
 BH3121'
 BH3121'STATION IS A STANDARD NOS DISK STAMPED---BULWINKLE 1986---, SET ON
 BH3121'TOP A 40 IN ALUMINUM ROD AND EMBEDDED IN A ROUND CONCRETE MONUMENT
 BH3121'12 IN IN DIA AND 2.5 FT DEEP.  IT IS LOCATED 13.4 M (43.9 FT) W OF
 BH3121'A WOOD LIGHTPOLE, 9.44 M (31.1 FT)W OF THE BOARDWALK, 11.262 M
 BH3121'(36.95 FT) ESE FROM A PK NAIL ON THE FACE OF A 10 IN DIA TREE WITH
 BH3121'A STANDARD NGS WITNESS SIGN, 9.34 M (30.65 FT) SSW FROM A PK NAIL
 BH3121'ON THE FACE OF A 7 IN TREE WITH S STANDARD NGS WITNESS SIGN.  THE
 BH3121'STATION MARK IS 1.5 FT BELOW THE GROUNDS SURFACE.
 BH3121'
 BH3121'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BH3121'
 BH3121'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3580 ***********************************************************************
 DG3580  DESIGNATION -  BURGESS
 DG3580  PID         -  DG3580
 DG3580  STATE/COUNTY-  AL/RANDOLPH
 DG3580  USGS QUAD   -  GRAHAM (1969)
 DG3580
 DG3580                         *CURRENT SURVEY CONTROL
 DG3580  ___________________________________________________________________
 DG3580* NAD 83(1992)-  33 23 22.74125(N)    085 17 11.01644(W)     ADJUSTED  
 DG3580* NAVD 88     -       416.19   (+/-2cm)    1365.5    (feet)  VERTCON   
 DG3580  ___________________________________________________________________
 DG3580  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DG3580  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DG3580
 DG3580  HORZ ORDER  -  FIRST
 DG3580  VERT ORDER  -  THIRD ? (See Below)
 DG3580
 DG3580.The horizontal coordinates were established by classical geodetic methods
 DG3580.and adjusted by the National Geodetic Survey in September 1997..
 DG3580
 DG3580.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3580.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3580.The vertical order pertains to the NGVD 29 superseded value.
 DG3580
 DG3580.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3580
 DG3580.The geoid height was determined by GEOID03.
 DG3580
 DG3580;                    North         East     Units Scale Factor Converg.
 DG3580;SPC AL E     -   320,542.471   250,885.707   MT  0.99999191   +0 18 03.6
 DG3580;SPC GA W     -   376,372.604   595,828.096   MT  1.00003375   -0 36 58.6
 DG3580;SPC GA W     - 1,234,815.78  1,954,812.68   sFT  1.00003375   -0 36 58.6
 DG3580;UTM  16      - 3,695,796.851   659,380.091   MT  0.99991318   +0 56 35.7
 DG3580
 DG3580!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3580!SPC AL E     -   0.99993924  x   0.99999191  =   0.99993115
 DG3580!SPC GA W     -   0.99993924  x   1.00003375  =   0.99997298
 DG3580!UTM  16      -   0.99993924  x   0.99991318  =   0.99985242
 DG3580
 DG3580:                Primary Azimuth Mark                     Grid Az
 DG3580:SPC AL E     -  BURGESS AZ MK                            209 19 52.4
 DG3580:SPC GA W     -  BURGESS AZ MK                            210 14 54.6
 DG3580:UTM  16      -  BURGESS AZ MK                            208 41 20.3
 DG3580
 DG3580|---------------------------------------------------------------------|
 DG3580| PID    Reference Object                     Distance      Geod. Az  |
 DG3580|                                                           dddmmss.s |
 DG3580| CZ2883 BURGESS AZ MK                                      2093756.0 |
 DG3580| CZ2884 BURGESS RM 1                         13.769 METERS 25544     |
 DG3580| CZ2885 BURGESS RM 2                         13.172 METERS 33153     |
 DG3580|---------------------------------------------------------------------|
 DG3580
 DG3580                          SUPERSEDED SURVEY CONTROL
 DG3580
 DG3580  NAD 83(1992)-  33 23 22.74133(N)    085 17 11.01849(W) AD(       ) 1
 DG3580  NAD 83(1986)-  33 23 22.74644(N)    085 17 11.01200(W) AD(       ) 1
 DG3580  NAD 27      -  33 23 22.33200(N)    085 17 11.20000(W) AD(       ) 1
 DG3580  NGVD 29 (07/19/86)  416.12   (m)         1365.2    (f) LEVELING    3  
 DG3580
 DG3580.Superseded values are not recommended for survey control.
 DG3580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3580.See file dsdata.txt to determine how the superseded data were derived.
 DG3580
 DG3580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB5938095797(NAD 83)
 DG3580_MARKER: DS = TRIANGULATION STATION DISK
 DG3580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3580
 DG3580  HISTORY     - Date     Condition        Report By
 DG3580  HISTORY     - 1941     MONUMENTED       CGS
 DG3580  HISTORY     - 1954     GOOD             CGS
 DG3580  HISTORY     - 1971     MARK NOT FOUND   NGS
 DG3580  HISTORY     - 1978     SEE DESCRIPTION  LOCENG
 DG3580
 DG3580                          STATION DESCRIPTION
 DG3580
 DG3580'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3580'THE STATION IS ABOUT 6 MILES NNE OF OMAHA, ALABAMA ON PROPERTY
 DG3580'OWNED BY MR. P.L. BURGESS.  IT IS 45 FEET S OF THE SW CORNER
 DG3580'OF MR. BURGESSS HOUSE AND 41 FEET N OF A 2-FOOT WHITE OAK TREE
 DG3580'WHICH IS IN THE APPROXIMATE CENTER OF THE Y FORMED BY THE ROAD.
 DG3580'THE DISK IS STAMPED BURGESS 1941 AND PROJECTS ABOUT 6 INCHES ABOVE
 DG3580'THE GROUND.
 DG3580'
 DG3580'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG3580'BRONZE DISKS SET IN CONCRETE.
 DG3580'
 DG3580'REFERENCE MARK NO. 1 IS W OF THE STATION, 12 FEET NE OF AN
 DG3580'8-INCH WHITE OAK TREE, AND 33 FEET N OF THE CENTER OF THE E-W DIRT
 DG3580'ROAD.  THE DISK IS STAMPED BURGESS NO. 1 1941 AND PROJECTS ABOUT
 DG3580'6 INCHES ABOVE THE GROUND.
 DG3580'
 DG3580'REFERENCE MARK NO. 2 IS N OF THE STATION AND 12 FEET W OF THE
 DG3580'SW CORNER OF THE HOUSE.  THE DISK IS STAMPED BURGESS NO. 2 1941
 DG3580'AND IS FLUSH WITH SURFACE OF GROUND.
 DG3580'
 DG3580'THE AZIMUTH MARK IS ABOUT 1.1 MILES SW OF THE STATION, ON THE
 DG3580'E SIDE OF A CULTIVATED FIELD AND 18 FEET W OF THE CENTER OF THE
 DG3580'N-S DIRT ROAD.  THE DISK IS STAMPED BURGESS 1941 AND PROJECTS
 DG3580'ABOUT 4 INCHES ABOVE THE GROUND.  TO REACH THE AZIMUTH MARK FROM
 DG3580'THE STATION DRIVE SW ON THE DIRT ROAD FOR 1.1 MILES.
 DG3580'
 DG3580'TO REACH THE STATION FROM THE CROSSROADS IN THE VILLAGE OF
 DG3580'OMAHA GO N 0.3 MILE TO A FORKS, CONTINUE STRAIGHT AHEAD FOR 3.15
 DG3580'MILES TO A FORK, CONTINUE STRAIGHT AHEAD FOR 1.2 MILES TO ANOTHER
 DG3580'FORK, CONTINUE STRAIGHT AHEAD FOR 0.8 MILE TO ANOTHER FORK, THEN
 DG3580'TURN RIGHT AND GO 0.5 MILE TO A FORK, THEN RIGHT AND GO 1.4
 DG3580'MILES TO THE STATION ON THE LEFT SIDE OF THE ROAD.
 DG3580'
 DG3580'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 DG3580'
 DG3580'A 50-FOOT TOWER IS NEEDED TO CLEAR THE TREES IN THE VICINITY.
 DG3580
 DG3580                          STATION RECOVERY (1954)
 DG3580
 DG3580'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG3580'THE STATION WAS VISITED.  THE STATION AND REFERENCE MARKS 1 AND 2
 DG3580'WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND DESTROYED,
 DG3580'AND THE DISK WAS RECLAIMED.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DG3580
 DG3580                          STATION RECOVERY (1971)
 DG3580
 DG3580'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DG3580'REFERENCE MARK 1 WAS FOUND LAYING ON ITS SIDE NEAR ORIGINAL
 DG3580'SITE.  THERE WAS NO SIGN OF THE STATION OR RM 2.  AZIMUTH MARK
 DG3580'PREVIOUSLY DESTROYED.
 DG3580'
 DG3580'ROUTE DESCRIPTION WAS ADEQUATE.
 DG3580
 DG3580                          STATION RECOVERY (1978)
 DG3580
 DG3580'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1978 (DJS)
 DG3580'RECOVERED BY THE GA KRAFT CO.
 DG3580'
 DG3580'BURGESS, 1941 (TRI-STA.) GOOD, (APPROX. 4 IN OUT OF GROUND,
 DG3580'CONCR. WEATHERED)
 DG3580'
 DG3580'REF. MARK 2 * HAD BEEN DESTROYED-PUSHED OUT OF GROUND, FOUND
 DG3580'LYING NEAR
 DG3580'
 DG3580'REF. MARK 1 GOOD, (APPROX 4 IN OUT ABOVE GROUND)
 DG3580'
 DG3580'I BROUGHT WHOLE MONUMENT TO GA. KRAFT CO. OFFICE TO PROTECT FROM
 DG3580'FURTHER DAMAGE--MAY BE PICKED UP BY PROPER PERSONS.
 DG3580'
 DG3580'AZIMUTH MARKER FOUND DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1019 ***********************************************************************
 BU1019  DESIGNATION -  BURNT CORN
 BU1019  PID         -  BU1019
 BU1019  STATE/COUNTY-  AL/CONECUH
 BU1019  USGS QUAD   -  BURNT CORN (1971)
 BU1019
 BU1019                         *CURRENT SURVEY CONTROL
 BU1019  ___________________________________________________________________
 BU1019* NAD 83(1992)-  31 32 30.61553(N)    087 08 16.16066(W)     ADJUSTED  
 BU1019* NAVD 88     -       135.716  (meters)     445.26   (feet)  ADJUSTED  
 BU1019  ___________________________________________________________________
 BU1019  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BU1019  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1019  DYNAMIC HT  -         135.549 (meters)     444.71  (feet)  COMP
 BU1019  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 BU1019
 BU1019  HORZ ORDER  -  SECOND
 BU1019  VERT ORDER  -  SECOND    CLASS 0
 BU1019
 BU1019.The horizontal coordinates were established by classical geodetic methods
 BU1019.and adjusted by the National Geodetic Survey in December 1992..
 BU1019
 BU1019.The orthometric height was determined by differential leveling
 BU1019.and adjusted by the National Geodetic Survey in June 1991..
 BU1019
 BU1019.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1019
 BU1019.The geoid height was determined by GEOID03.
 BU1019
 BU1019.The dynamic height is computed by dividing the NAVD 88
 BU1019.geopotential number by the normal gravity value computed on the
 BU1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1019.degrees latitude (g = 980.6199 gals.).
 BU1019
 BU1019.The modeled gravity was interpolated from observed gravity values.
 BU1019
 BU1019;                    North         East     Units Scale Factor Converg.
 BU1019;SPC AL W     -   170,982.171   634,390.193   MT  0.99994791   +0 11 22.1
 BU1019;UTM  16      - 3,489,661.916   486,917.615   MT  0.99960211   -0 04 19.6
 BU1019
 BU1019!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1019!SPC AL W     -   0.99998305  x   0.99994791  =   0.99993096
 BU1019!UTM  16      -   0.99998305  x   0.99960211  =   0.99958516
 BU1019
 BU1019:                Primary Azimuth Mark                     Grid Az
 BU1019:SPC AL W     -  BEACON                                   079 37 01.0
 BU1019:UTM  16      -  BEACON                                   079 52 42.7
 BU1019
 BU1019|---------------------------------------------------------------------|
 BU1019| PID    Reference Object                     Distance      Geod. Az  |
 BU1019|                                                           dddmmss.s |
 BU1019| BU0564 BEACON                              APPROX.16.8 KM 0794823.1 |
 BU1019| BU1913 BELLEVILLE LOT                      APPROX. 9.8 KM 1630256.7 |
 BU1019| BU1018 BURNT CORN RM 1                      26.530 METERS 18045     |
 BU1019| BU1016 BURNT CORN AZ MK                                   2852750.7 |
 BU1019| BU1017 BURNT CORN RM 2                      27.188 METERS 34047     |
 BU1019|---------------------------------------------------------------------|
 BU1019
 BU1019                          SUPERSEDED SURVEY CONTROL
 BU1019
 BU1019  NAD 83(1986)-  31 32 30.62832(N)    087 08 16.16372(W) AD(       ) 2
 BU1019  NAD 27      -  31 32 30.04300(N)    087 08 16.23100(W) AD(       ) 2
 BU1019  NGVD 29 (??/??/92)  135.699  (m)          445.21   (f) ADJ UNCH    2 0
 BU1019
 BU1019.Superseded values are not recommended for survey control.
 BU1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1019.See file dsdata.txt to determine how the superseded data were derived.
 BU1019
 BU1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV8691889662(NAD 83)
 BU1019_MARKER: DS = TRIANGULATION STATION DISK
 BU1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1019_STAMPING: BURNT CORN 1944
 BU1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1019+STABILITY: SURFACE MOTION
 BU1019
 BU1019  HISTORY     - Date     Condition        Report By
 BU1019  HISTORY     - 1944     MONUMENTED       CGS
 BU1019  HISTORY     - 1951     GOOD             CGS
 BU1019  HISTORY     - 1951     GOOD             NGS
 BU1019  HISTORY     - 1963     GOOD             CGS
 BU1019
 BU1019                          STATION DESCRIPTION
 BU1019
 BU1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1019'STATION IS LOCATED ABOUT 8.5 MILES BY ROAD N OF THE VILLAGE OF
 BU1019'BELLEVILLE AND 1.5 MILES S OF THE SMALL SETTLEMENT OF BURNT CORN.
 BU1019'THE MARK IS SET ON THE W SIDE OF THE OLD GREEN CEMETERY, ON A LOW
 BU1019'PASTURE HILL WHICH IS OPPOSITE A SCHOOL (COLORED).  IT IS 23 FEET
 BU1019'W OF AN IRON FENCE AT THE W EDGE OF THE CEMETERY AND 4 FEET NW OF
 BU1019'A WOODEN WITNESS POST.  THE PROPERTY IS OWNED BY MR. LOWRY OF
 BU1019'BURNT CORN.  THE DISK IS STAMPED BURNT CORN 1944.
 BU1019'
 BU1019'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1019'DISKS SET IN CONCRETE.
 BU1019'
 BU1019'REFERENCE MARK 1 IS 87.04 FEET S OF THE STATION ON THE S SLOPE OF
 BU1019'THE HILL.  IT IS STAMPED BURNT CORN NO 1 1944.
 BU1019'
 BU1019'REFERENCE MARK 2 IS 89.20 FEET NE BY N OF THE STATION AND NEAR THE
 BU1019'E EDGE OF THE PASTURE.  IT IS STAMPED BURNT CORN NO 2 1944.
 BU1019'
 BU1019'AZIMUTH MARK IS WNW OF THE STATION, 20 FEET N OF THE CENTER LINE
 BU1019'OF THE BELLEVILLE-BURNT CORN ROAD, AND 2.5 FEET E OF A WOODEN
 BU1019'WITNESS POST.  IT IS STAMPED BURNT CORN 1944.
 BU1019'
 BU1019'TO REACH THE AZIMUTH MARK FROM THE STATION, CONTINUE NW ON THE DIRT
 BU1019'ROAD FOR 0.5 MILE TO THE MARK ON THE RIGHT.
 BU1019'
 BU1019'TO REACH THE STATION FROM THE CROSSROADS IN BELLEVILLE, GO N ON
 BU1019'THE MAIN ROAD, PASSING THE BELLEVILLE LOOKOUT TOWER, FOR 5 MILES
 BU1019'TO A CROSS ROAD AT THE DAVIS STORE, CONTINUE STRAIGHT AHEAD FOR
 BU1019'3.1 MILES TO A CHURCH ON THE RIGHT, THEN CONTINUE AHEAD FOR 0.4
 BU1019'MILE TO THE SCHOOL (COLORED) ON THE LEFT AND CEMETERY AND THE
 BU1019'STATION ON THE LEFT.
 BU1019'
 BU1019'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BU1019
 BU1019                          STATION RECOVERY (1951)
 BU1019
 BU1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CS)
 BU1019'STATION IS LOCATED ABOUT 7.8 MILES BY ROAD FROM THE VILLAGE OF
 BU1019'BELLEVILLE AND ABOUT 1.45 MILES SOUTHEAST OF THE VILLAGE OF BURNT
 BU1019'CORN, ON TOP OF A WOODED HILL ALONG THE WEST SIDE OF A SMALL
 BU1019'CEMETERY WITH STEEL FENCE, ABOUT 200 YARDS NORTHEAST AND ACROSS
 BU1019'ROAD FROM A SCHOOL (COLORED), 272 FEET NORTH OF THE CENTER LINE
 BU1019'OF THE ROAD, 31-1/2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF
 BU1019'CEMETERY FENCE, 23-1/2 FEET WEST OF WEST CEMETERY FENCE, 31 FEET
 BU1019'SOUTHWEST OF THE NORTHWEST CORNER OF CEMETERY FENCE, 4 FEET
 BU1019'NORTHWEST OF A WHITE WOODEN WITNESS POST, PROJECTS 3 INCHES AND
 BU1019'STAMPED BURNT CORN 1944.
 BU1019'
 BU1019'STATION, REFERENCE MARKS AND AZIMUTH MARK ARE BRONZE DISKS SET
 BU1019'IN CONCRETE.
 BU1019'
 BU1019'REFERENCE MARK NO. 1 IS 87.10 FEET SOUTH/SOUTHEAST OF STATION,
 BU1019'67-1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF CEMETERY FENCE, ON THE
 BU1019'SOUTH SLOPE OF HILL, PROJECTS 2 INCHES AND IS STAMPED BURNT CORN NO
 BU1019'1 1944.
 BU1019'
 BU1019'REFERENCE MARK NO. 2 IS 89.24 FEET NORTHWEST OF THE STATION, 86
 BU1019'FEET NORTHWEST OF THE NORTHWEST CORNER OF CEMETERY, 16 FEET SOUTH
 BU1019'OF AN 8-INCH TWIN PINE TREE, PROJECTS 2 INCHES AND IS STAMPED BURNT
 BU1019'CORN NO 2 1944.
 BU1019'
 BU1019'AZIMUTH MARK IS ABOUT 0.5 MILE NORTHWEST OF THE STATION, ALONG THE
 BU1019'SOUTH SIDE OF A SMALL OPEN FIELD, 23 FEET NORTH OF THE CENTER LINE
 BU1019'OF THE ROAD, 32-1/2 FEET EAST OF THE FIRST POWER POLE EAST OF A
 BU1019'POLE WITH A TRANSFORMER, 235 FEET WEST OF THE CENTER OF A DRIVE
 BU1019'NORTH TO A HOUSE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 BU1019'ABOUT 1 FOOT ABOVE ROAD, PROJECTS 3 INCHES AND STAMPED BURNT CORN
 BU1019'1944.  MARK LEANS TO THE EAST.
 BU1019'
 BU1019'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 84 AND
 BU1019'A NORTH-SOUTH CROSS ROAD AT BELLEVILLE GO NORTH ALONG A GRAVEL ROAD
 BU1019'FOR ABOUT 4.7 MILES TO DAVIS-HIGDON STORE AT BRANTLEYS CROSSROADS,
 BU1019'THENCE CONTINUE NORTH AND NORTHWEST FOR ABOUT 3.1 MILES TO A
 BU1019'SCHOOL ON LEFT AND HILL TOP CEMETERY ON RIGHT AND SITE OF
 BU1019'STATION.  MARK IS ALSO REACHED FROM THE METHODIST CHURCH AT BURNT
 BU1019'CORN BY GOING ABOUT 1.45 MILES SOUTHEAST ALONG A GRAVEL ROAD TO A
 BU1019'SCHOOL ON RIGHT AND CEMETERY AND STATION ON LEFT.
 BU1019'
 BU1019'NOTE- MEASUREMENTS FROM STATION TO RM 1 AND RM 2 WERE CAREFULLY
 BU1019'CHECKED AND FOUND TO BE 87.10 AND 89.24 RESPECTIVELY.
 BU1019'
 BU1019'NOTE- AZIMUTH MARK APPEARS TO HAVE BEEN HIT BY MACHINERY.  THE MARK
 BU1019'IS SOLID BUT IS LEANING TO THE EAST.
 BU1019
 BU1019                          STATION RECOVERY (1951)
 BU1019
 BU1019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 BU1019'1.45 MI SE FROM BURNT CORN.
 BU1019'ABOUT 1.45 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST
 BU1019'CHURCH AT BURNT CORN, ABOUT 200 YARDS NORTHEAST AND ACROSS ROAD FROM A
 BU1019'SCHOOL, SET ON ABOUT THE HIGHEST POINT OF A HILL AND AT A SMALL
 BU1019'CEMETERY WITH STEEL FENCE, 272 FEET NORTH OF THE CENTER LINE OF THE
 BU1019'ROAD, 31 1/2 FEET NORTHWEST OF THE SOUTHWEST CORNER OF CEMETERY FENCE,
 BU1019'23 1/2 FEET WEST OF WEST CEMETERY FENCE, 31 FEET SOUTHWEST OF
 BU1019'NORTHWEST CEMETERY FENCE CORNER, 4 FEET NORTHWEST OF A WHITE WOODEN
 BU1019'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BU1019'INCHES.
 BU1019
 BU1019                          STATION RECOVERY (1963)
 BU1019
 BU1019'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PW)
 BU1019'THE ORIGINAL DESCRIPTION OF 1944 IS ADEQUATE EXCEPT FOR THE FOLLOWING
 BU1019'CHANGES AND ADDITIONS-
 BU1019'
 BU1019'THE ORIGINAL DESCRIPTION INCORRECTLY STATES THAT THE CEMETERY AND
 BU1019'THE STATION ARE TO THE LEFT WHEN TRAVELING FROM BELLEVILLE,
 BU1019'ALABAMA.  IT SHOULD HAVE BEEN RIGHT OR NORTH.  THE STATION IS LEFT
 BU1019'OR NORTH WHEN TRAVELING FROM BURNT CORN, ALABAMA AND IS IN THE
 BU1019'REAR OF A NEGRO DWELLING HOUSE ON THE CREST OF A SLOPE IN A PINE
 BU1019'GROVE.  A METAL WITNESS POST AND SIGN ARE NEARBY AND THE STATION
 BU1019'IS 27 FEET SSW OF A TRIANGULAR BLAZED 12 INCH PINE TREE IN
 BU1019'ADDITION TO THE ORIGINAL LAND MARKS DESCRIBED.
 BU1019'
 BU1019'THE STATION AND REFERENCE MARK NUMBER 1 WERE FOUND TO BE IN GOOD
 BU1019'CONDITION BUT THE AZIMUTH MARK HAD BEEN DISTURBED AND REFERENCE
 BU1019'MARK NUMBER 2 WAS SEARCHED FOR BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1016 ***********************************************************************
 BU1016  DESIGNATION -  BURNT CORN AZ MK
 BU1016  PID         -  BU1016
 BU1016  STATE/COUNTY-  AL/CONECUH
 BU1016  USGS QUAD   -  BURNT CORN (1971)
 BU1016
 BU1016                         *CURRENT SURVEY CONTROL
 BU1016  ___________________________________________________________________
 BU1016* NAD 83(1986)-  31 32 39.     (N)    087 08 47.     (W)     SCALED    
 BU1016* NAVD 88     -       132.302  (meters)     434.06   (feet)  ADJUSTED  
 BU1016  ___________________________________________________________________
 BU1016  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1016  DYNAMIC HT  -         132.139 (meters)     433.53  (feet)  COMP
 BU1016  MODELED GRAV-     979,404.3   (mgal)                       NAVD 88
 BU1016
 BU1016  VERT ORDER  -  SECOND    CLASS 0
 BU1016
 BU1016.The horizontal coordinates were scaled from a topographic map and have
 BU1016.an estimated accuracy of +/- 6 seconds.
 BU1016
 BU1016.The orthometric height was determined by differential leveling
 BU1016.and adjusted by the National Geodetic Survey in June 1991..
 BU1016
 BU1016.The geoid height was determined by GEOID03.
 BU1016
 BU1016.The dynamic height is computed by dividing the NAVD 88
 BU1016.geopotential number by the normal gravity value computed on the
 BU1016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1016.degrees latitude (g = 980.6199 gals.).
 BU1016
 BU1016.The modeled gravity was interpolated from observed gravity values.
 BU1016
 BU1016;                    North         East    Units  Estimated Accuracy
 BU1016;SPC AL W     -   171,240.      633,580.      MT  (+/- 180 meters Scaled)
 BU1016
 BU1016                          SUPERSEDED SURVEY CONTROL
 BU1016
 BU1016  NGVD 29 (??/??/92)  132.286  (m)          434.01   (f) ADJ UNCH    2 0
 BU1016
 BU1016.Superseded values are not recommended for survey control.
 BU1016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1016.See file dsdata.txt to determine how the superseded data were derived.
 BU1016
 BU1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV861899(NAD 83)
 BU1016_MARKER: DZ = AZIMUTH MARK DISK
 BU1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1016_STAMPING: BURNT CORN 1944
 BU1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1016+STABILITY: SURFACE MOTION
 BU1016
 BU1016  HISTORY     - Date     Condition        Report By
 BU1016  HISTORY     - 1944     MONUMENTED       CGS
 BU1016  HISTORY     - 1951     GOOD             NGS
 BU1016
 BU1016                          STATION DESCRIPTION
 BU1016
 BU1016'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1016'0.95 MI SE FROM BURNT CORN.
 BU1016'ABOUT 0.95 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST
 BU1016'CHURCH AT BURNT CORN, ABOUT 0.45 MILE NORTHWEST OF A SCHOOL, ALONG THE
 BU1016'SOUTH SIDE OF A SMALL OPEN FIELD, 23 FEET NORTH OF THE NORTH LINE OF
 BU1016'THE ROAD, 32 1/2 FEET EAST OF THE FIRST POWER POLE EAST OF A POLE WITH
 BU1016'A TRANSFORMER, 235 FEET WEST OF THE CENTER LINE OF A DRIVE NORTH TO AN
 BU1016'UNPAINTED HOUSE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 BU1016'FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BU1016'INCHES.  NOTE--AT TIME OF LEVELING THE MARK IS LEANING EAST BUT
 BU1016'APPEARS TO BE SOLID AND WILL PROBABLY HOLD ITS ELEVATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1018 ***********************************************************************
 BU1018  DESIGNATION -  BURNT CORN RM 1
 BU1018  PID         -  BU1018
 BU1018  STATE/COUNTY-  AL/CONECUH
 BU1018  USGS QUAD   -  BURNT CORN (1971)
 BU1018
 BU1018                         *CURRENT SURVEY CONTROL
 BU1018  ___________________________________________________________________
 BU1018* NAD 83(1986)-  31 32 31.     (N)    087 08 16.     (W)     SCALED    
 BU1018* NAVD 88     -       134.060  (meters)     439.83   (feet)  ADJUSTED  
 BU1018  ___________________________________________________________________
 BU1018  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1018  DYNAMIC HT  -         133.895 (meters)     439.29  (feet)  COMP
 BU1018  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 BU1018
 BU1018  VERT ORDER  -  SECOND    CLASS 0
 BU1018
 BU1018.The horizontal coordinates were scaled from a topographic map and have
 BU1018.an estimated accuracy of +/- 6 seconds.
 BU1018
 BU1018.The orthometric height was determined by differential leveling
 BU1018.and adjusted by the National Geodetic Survey in June 1991..
 BU1018
 BU1018.The geoid height was determined by GEOID03.
 BU1018
 BU1018.The dynamic height is computed by dividing the NAVD 88
 BU1018.geopotential number by the normal gravity value computed on the
 BU1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1018.degrees latitude (g = 980.6199 gals.).
 BU1018
 BU1018.The modeled gravity was interpolated from observed gravity values.
 BU1018
 BU1018;                    North         East    Units  Estimated Accuracy
 BU1018;SPC AL W     -   170,990.      634,390.      MT  (+/- 180 meters Scaled)
 BU1018
 BU1018                          SUPERSEDED SURVEY CONTROL
 BU1018
 BU1018  NGVD 29 (??/??/92)  134.043  (m)          439.77   (f) ADJ UNCH    2 0
 BU1018
 BU1018.Superseded values are not recommended for survey control.
 BU1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1018.See file dsdata.txt to determine how the superseded data were derived.
 BU1018
 BU1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV869896(NAD 83)
 BU1018_MARKER: DR = REFERENCE MARK DISK
 BU1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1018_STAMPING: BURNT CORN NO 1 1944
 BU1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1018+STABILITY: SURFACE MOTION
 BU1018
 BU1018  HISTORY     - Date     Condition        Report By
 BU1018  HISTORY     - 1944     MONUMENTED       CGS
 BU1018  HISTORY     - 1951     GOOD             NGS
 BU1018
 BU1018                          STATION DESCRIPTION
 BU1018
 BU1018'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1018'1.45 MI SE FROM BURNT CORN.
 BU1018'ABOUT 1.45 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST
 BU1018'CHURCH AT BURNT CORN, ON THE SOUTH SLOPE OF A HILL WITH A CEMETERY ON
 BU1018'TOP OF HILL, 67 1/2 FEET SOUTH OF THE SOUTHWEST CORNER OF CEMETERY, 87
 BU1018'FEET SOUTH-SOUTHEAST OF THE STATION MARK, ABOUT 10 FEET LOWER THAN
 BU1018'STATION AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1017 ***********************************************************************
 BU1017  DESIGNATION -  BURNT CORN RM 2
 BU1017  PID         -  BU1017
 BU1017  STATE/COUNTY-  AL/CONECUH
 BU1017  USGS QUAD   -  BURNT CORN (1971)
 BU1017
 BU1017                         *CURRENT SURVEY CONTROL
 BU1017  ___________________________________________________________________
 BU1017* NAD 83(1986)-  31 32 31.     (N)    087 08 16.     (W)     SCALED    
 BU1017* NAVD 88     -       134.878  (meters)     442.51   (feet)  ADJUSTED  
 BU1017  ___________________________________________________________________
 BU1017  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1017  DYNAMIC HT  -         134.712 (meters)     441.97  (feet)  COMP
 BU1017  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 BU1017
 BU1017  VERT ORDER  -  SECOND    CLASS 0
 BU1017
 BU1017.The horizontal coordinates were scaled from a topographic map and have
 BU1017.an estimated accuracy of +/- 6 seconds.
 BU1017
 BU1017.The orthometric height was determined by differential leveling
 BU1017.and adjusted by the National Geodetic Survey in June 1991..
 BU1017
 BU1017.The geoid height was determined by GEOID03.
 BU1017
 BU1017.The dynamic height is computed by dividing the NAVD 88
 BU1017.geopotential number by the normal gravity value computed on the
 BU1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1017.degrees latitude (g = 980.6199 gals.).
 BU1017
 BU1017.The modeled gravity was interpolated from observed gravity values.
 BU1017
 BU1017;                    North         East    Units  Estimated Accuracy
 BU1017;SPC AL W     -   170,990.      634,390.      MT  (+/- 180 meters Scaled)
 BU1017
 BU1017                          SUPERSEDED SURVEY CONTROL
 BU1017
 BU1017  NGVD 29 (??/??/92)  134.861  (m)          442.46   (f) ADJ UNCH    2 0
 BU1017
 BU1017.Superseded values are not recommended for survey control.
 BU1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1017.See file dsdata.txt to determine how the superseded data were derived.
 BU1017
 BU1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV869896(NAD 83)
 BU1017_MARKER: DR = REFERENCE MARK DISK
 BU1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1017_STAMPING: BURNT CORN NO 2 1944
 BU1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1017+STABILITY: SURFACE MOTION
 BU1017
 BU1017  HISTORY     - Date     Condition        Report By
 BU1017  HISTORY     - 1944     MONUMENTED       CGS
 BU1017  HISTORY     - 1951     GOOD             NGS
 BU1017
 BU1017                          STATION DESCRIPTION
 BU1017
 BU1017'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1017'1.45 MI SE FROM BURNT CORN.
 BU1017'ABOUT 1.45 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE METHODIST
 BU1017'CHURCH AT BURNT CORN, NEAR THE TOP OF A HILL AND AT A SMALL CEMETERY
 BU1017'WITH STEEL FENCE, 89 FEET NORTHWEST OF THE STATION MARK, 86 FEET
 BU1017'NORTHWEST OF THE NORTHWEST CORNER OF CEMETERY, 16 FEET SOUTH OF AN
 BU1017'8-INCH TWIN PINE TREE, ABOUT 3 FEET BELOW THE STATION AND SET IN THE
 BU1017'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1201 ***********************************************************************
 CO1201  DESIGNATION -  BUTLER MTN LOT
 CO1201  PID         -  CO1201
 CO1201  STATE/COUNTY-  AL/CHOCTAW
 CO1201  USGS QUAD   -  LAND (1974)
 CO1201
 CO1201                         *CURRENT SURVEY CONTROL
 CO1201  ___________________________________________________________________
 CO1201* NAD 83(1992)-  32 01 52.12319(N)    088 16 14.67269(W)     ADJUSTED  
 CO1201* NAVD 88     -                                                        
 CO1201  ___________________________________________________________________
 CO1201  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 CO1201  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 CO1201
 CO1201  HORZ ORDER  -  THIRD
 CO1201
 CO1201.The horizontal coordinates were established by classical geodetic methods
 CO1201.and adjusted by the National Geodetic Survey in May 1994..
 CO1201
 CO1201
 CO1201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1201
 CO1201.The geoid height was determined by GEOID03.
 CO1201
 CO1201;                    North         East     Units Scale Factor Converg.
 CO1201;SPC AL W     -   225,437.355   527,198.643   MT  0.99999867   -0 24 31.7
 CO1201;UTM  16      - 3,544,593.738   380,007.842   MT  0.99977756   -0 40 26.6
 CO1201
 CO1201                          SUPERSEDED SURVEY CONTROL
 CO1201
 CO1201  NAD 83(1992)-  32 01 52.12687(N)    088 16 14.67253(W) AD(       ) 4
 CO1201  NAD 83(1986)-  32 01 52.13634(N)    088 16 14.67594(W) AD(       ) 4
 CO1201  NAD 27      -  32 01 51.60500(N)    088 16 14.60100(W) AD(       ) 3
 CO1201
 CO1201.Superseded values are not recommended for survey control.
 CO1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1201.See file dsdata.txt to determine how the superseded data were derived.
 CO1201
 CO1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8000844594(NAD 83)
 CO1201_MARKER: 57 = LOOKOUT TOWER
 CO1201
 CO1201  HISTORY     - Date     Condition        Report By
 CO1201  HISTORY     - 1956     FIRST OBSERVED   CGS
 CO1201  HISTORY     - 1969     GOOD             CGS
 CO1201
 CO1201                          STATION DESCRIPTION
 CO1201
 CO1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1201'THE STATION IS THE CENTER OF THE TOP OF THE STATE FOREST LOOKOUT
 CO1201'TOWER LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF STATE
 CO1201'HIGHWAY 17 AND A DIRT ROAD ABOUT 5 MILES SOUTHWEST OF BUTLER.  THE
 CO1201'TOWER IS A FOUR-LEGGED STEEL STRUCTURE WITH AN ENCLOSED
 CO1201'OBSERVATION PLATFORM AT THE TOP AND IT IS ABOUT 100 FEET HIGH.
 CO1201'
 CO1201'TO REACH THE STATION FROM THE COURTHOUSE IN BUTLER, GO SOUTH AND
 CO1201'SOUTHWEST ON STATE HIGHWAY 17 FOR 5.4 MILES TO A DIRT ROAD RIGHT
 CO1201'AND THE STATION ON THE RIGHT.
 CO1201
 CO1201                          STATION RECOVERY (1969)
 CO1201
 CO1201'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HPF)
 CO1201'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1192 ***********************************************************************
 CO1192  DESIGNATION -  BUTLER MUNICIPAL TANK
 CO1192  PID         -  CO1192
 CO1192  STATE/COUNTY-  AL/CHOCTAW
 CO1192  USGS QUAD   -  BUTLER (1986)
 CO1192
 CO1192                         *CURRENT SURVEY CONTROL
 CO1192  ___________________________________________________________________
 CO1192* NAD 83(1992)-  32 05 26.25306(N)    088 13 18.65448(W)     ADJUSTED  
 CO1192* NAVD 88     -                                                        
 CO1192  ___________________________________________________________________
 CO1192  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CO1192  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CO1192
 CO1192  HORZ ORDER  -  THIRD
 CO1192
 CO1192.The horizontal coordinates were established by classical geodetic methods
 CO1192.and adjusted by the National Geodetic Survey in May 1994..
 CO1192
 CO1192
 CO1192.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1192
 CO1192.The geoid height was determined by GEOID03.
 CO1192
 CO1192;                    North         East     Units Scale Factor Converg.
 CO1192;SPC AL W     -   232,000.906   531,861.198   MT  0.99999057   -0 23 00.6
 CO1192;UTM  16      - 3,551,134.152   384,699.708   MT  0.99976395   -0 38 57.1
 CO1192
 CO1192                          SUPERSEDED SURVEY CONTROL
 CO1192
 CO1192  NAD 83(1992)-  32 05 26.25712(N)    088 13 18.65352(W) AD(       ) 4
 CO1192  NAD 83(1986)-  32 05 26.26557(N)    088 13 18.65794(W) AD(       ) 4
 CO1192  NAD 27      -  32 05 25.72900(N)    088 13 18.59300(W) AD(       ) 3
 CO1192
 CO1192.Superseded values are not recommended for survey control.
 CO1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1192.See file dsdata.txt to determine how the superseded data were derived.
 CO1192
 CO1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA8470051134(NAD 83)
 CO1192_MARKER: 53 = ELEVATED TANK
 CO1192
 CO1192  HISTORY     - Date     Condition        Report By
 CO1192  HISTORY     - 1956     FIRST OBSERVED   CGS
 CO1192  HISTORY     - 1969     GOOD             CGS
 CO1192
 CO1192                          STATION DESCRIPTION
 CO1192
 CO1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1192'THE STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 CO1192'MUNICIPAL WATER TANK, LOCATED JUST NORTH OF THE CENTER OF BUTLER, 1
 CO1192'BLOCK NORTH OF THE COURTHOUSE AND ABOUT 200 FEET WEST OF STATE
 CO1192'HIGHWAY 17.  THE TANK IS A TALL SLENDER STEEL TANK, WITH A CONICAL
 CO1192'ROOF AND A DEEP OVAL BOTTOM ATOP A 4 LEGGED STEEL STRUCTURE AND
 CO1192'IS ABOUT 125 FEET HIGH.  THE TANK IS PAINTED SILVER AND HAS
 CO1192'THE LEGEND BUTLER PAINTED IN LARGE BLACK LETTERS ON THE
 CO1192'NORTH AND SOUTH SIDES.  THERE IS A FLOOD LIGHT MOUNTED ON A STAFF
 CO1192'NEAR THE CENTER OF THE TOP OF THE TANK.
 CO1192
 CO1192                          STATION RECOVERY (1969)
 CO1192
 CO1192'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HPF)
 CO1192'STATION RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1464 ***********************************************************************
 CO1464  DESIGNATION -  BUTLERPORT
 CO1464  PID         -  CO1464
 CO1464  STATE/COUNTY-  AL/CHOCTAW
 CO1464  USGS QUAD   -  PUTNAM (1978)
 CO1464
 CO1464                         *CURRENT SURVEY CONTROL
 CO1464  ___________________________________________________________________
 CO1464* NAD 83(1992)-  32 07 00.21380(N)    088 07 17.78527(W)     ADJUSTED  
 CO1464* NAVD 88     -        40.4    (meters)     133.     (feet)  VERTCON   
 CO1464  ___________________________________________________________________
 CO1464  X           -     177,238.624 (meters)                     COMP
 CO1464  Y           -  -5,404,293.323 (meters)                     COMP
 CO1464  Z           -   3,371,407.965 (meters)                     COMP
 CO1464  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CO1464  ELLIP HEIGHT-          12.82  (meters)          (07/29/02) GPS OBS
 CO1464  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CO1464
 CO1464  HORZ ORDER  -  FIRST
 CO1464  ELLP ORDER  -  FOURTH    CLASS I
 CO1464
 CO1464.This mark is at Butler-Choctaw County Airport (09A)
 CO1464
 CO1464.The horizontal coordinates were established by GPS observations
 CO1464.and adjusted by the National Geodetic Survey in December 1992..
 CO1464
 CO1464.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1464.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1464
 CO1464.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1464
 CO1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1464
 CO1464.The ellipsoidal height was determined by GPS observations
 CO1464.and is referenced to NAD 83.
 CO1464
 CO1464.The geoid height was determined by GEOID03.
 CO1464
 CO1464;                    North         East     Units Scale Factor Converg.
 CO1464;SPC AL W     -   234,836.065   541,340.342   MT  0.99997575   -0 19 49.7
 CO1464;UTM  16      - 3,553,924.661   394,189.697   MT  0.99973807   -0 35 46.9
 CO1464
 CO1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1464!SPC AL W     -   0.99999799  x   0.99997575  =   0.99997374
 CO1464!UTM  16      -   0.99999799  x   0.99973807  =   0.99973606
 CO1464
 CO1464:                Primary Azimuth Mark                     Grid Az
 CO1464:SPC AL W     -  BUTLERPORT AZ MK                         295 54 41.1
 CO1464:UTM  16      -  BUTLERPORT AZ MK                         296 10 38.3
 CO1464
 CO1464|---------------------------------------------------------------------|
 CO1464| PID    Reference Object                     Distance      Geod. Az  |
 CO1464|                                                           dddmmss.s |
 CO1464| CO1467 BUTLERPORT AZ MK                    469.705 METERS 2953451.4 |
 CO1464|---------------------------------------------------------------------|
 CO1464
 CO1464                          SUPERSEDED SURVEY CONTROL
 CO1464
 CO1464  ELLIP H (12/04/92)   12.85   (m)                       GP(       ) 4 1
 CO1464  NAD 83(1986)-  32 07 00.22786(N)    088 07 17.79289(W) AD(       ) 3
 CO1464  NAD 27      -  32 06 59.70260(N)    088 07 17.72513(W) AD(       ) 3
 CO1464  NGVD 29 (12/04/92)   40.4    (m)          133.     (f) GPS OBS        
 CO1464
 CO1464.Superseded values are not recommended for survey control.
 CO1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1464.See file dsdata.txt to determine how the superseded data were derived.
 CO1464
 CO1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9419053925(NAD 83)
 CO1464_MARKER: DH = HORIZONTAL CONTROL DISK
 CO1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1464_SP_SET: CONCRETE POST
 CO1464_STAMPING: BUTLERPORT 1986
 CO1464_MARK LOGO: CGS   
 CO1464_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1464+STABILITY: SURFACE MOTION
 CO1464_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1464+SATELLITE: SATELLITE OBSERVATIONS - April 29, 1991
 CO1464
 CO1464  HISTORY     - Date     Condition        Report By
 CO1464  HISTORY     - 1986     MONUMENTED       NGS
 CO1464  HISTORY     - 19870531 GOOD
 CO1464  HISTORY     - 19900828 GOOD             ALHD
 CO1464  HISTORY     - 19910429 GOOD
 CO1464
 CO1464                          STATION DESCRIPTION
 CO1464
 CO1464'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CO1464'THE STATION IS LOCATED ABOUT 10 KM (6 MI) EAST-NORTHEAST OF BUTLER
 CO1464'ALONG STATE HIGHWAY 10 ON THE AIRPORT.  OWNERSHIP--PUBLIC/CHOCTAW
 CO1464'COUNTY, COURT HOUSE, BUTLER, AL. 36904, TELEPHONE 205-459-2417.
 CO1464'MANAGER - FRANKLIN BONEY, P.O BOX 515, BUTLER, AL. 36904, TELEPHONE
 CO1464'205-459-3612.
 CO1464'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 10
 CO1464'IN BUTLER, GO EAST ON HIGHWAY 10 FOR 10.0 KM (6.0 MI) TO AIRPORT SIGN
 CO1464'AND ENTRANCE ON THE LEFT.  TURN LEFT, GO NORTHEAST ON PAVED ROAD FOR
 CO1464'0.3 KM (0.2 MI) TO A GATE AND OFFICE ON THE LEFT.  PASS THROUGH GATE
 CO1464'GO NORTHWESTERLY ACROSS APRON AND RAMP FOR 0.2 KM (0.1 MI) TO RUNWAY.
 CO1464'TURN RIGHT, GO SOUTHEAST ALONG RUNWAY FOR 0.2 KM (0.15 MI) TO
 CO1464'STATION ON THE RIGHT NEAR END OF RUNWAY 29.
 CO1464'THE MARK IS SET FLUSH WITH GROUND AND IS LOCATED 19.0 METERS
 CO1464'(62.5 FT) SOUTH-SOUTHWEST FROM CENTER AT END OF RUNWAY 29, 18.9
 CO1464'METERS (62.0 FT) NORTH-NORTHEAST FROM EDGE OF A STEEP DROPOFF AND
 CO1464'4.4 METERS (14.5 FT) SOUTH-SOUTHWEST FROM THE SOUTH 1 OF 3 RUNWAY
 CO1464'END MARKER LIGHTS.  THE UNDERGROUND MARK IS SET 1 METER BELOW THE
 CO1464'GROUND.
 CO1464'DESCRIBED BY K.R. WALLACE, TYPED BY E.D.W.
 CO1464
 CO1464                          STATION RECOVERY (1987)
 CO1464
 CO1464'RECOVERED 1987
 CO1464'RECOVERED IN GOOD CONDITION.
 CO1464
 CO1464                          STATION RECOVERY (1990)
 CO1464
 CO1464'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1464'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE BUTLER - CHOCTAW
 CO1464'COUNTY AIRPORT, ABOUT 9.98 KM (6.20 MI) EAST - NORTHEAST OF BUTLER
 CO1464'AND ABOUT 11.75 KM (7.30 MI) SOUTHWEST OF PENNINGTON.
 CO1464'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST
 CO1464'17.60 ON ALA 10) IN BUTLER, DRIVE EAST ON ALA 10 10.14 KM (6.30 MI)
 CO1464'TO MILE POST 23.90 AND THE PAVED ENTRANCE TO THE AIRPORT ON THE LEFT,
 CO1464'TURN LEFT ON THE PAVED ENTRANCE ROAD AND DRIVE NORTHEAST 0.32 KM
 CO1464'(0.20 MI) TO A GATE AND THE OFFICE ON THE LEFT, PASS THROUGH THE GATE
 CO1464'AND DRIVE NORTHWESTERLY ACROSS THE PARKING APRON AND A RAMP 0.16 KM
 CO1464'(0.10 MI) TO THE RUNWAY LEFT AND RIGHT, TURN RIGHT ON THE RUNWAY AND
 CO1464'DRIVE SOUTHEAST 0.24 KM (0.15 MI) TO THE STATION ON THE RIGHT NEAR
 CO1464'THE END OF RUNWAY 29.
 CO1464'THE STATION IS 19.00 M (62.34 FT) SOUTH - SOUTHWEST OF THE CENTER OF
 CO1464'THE RUNWAY AT THE END OF RUNWAY 29, 18.90 M (62.01 FT) NORTH -
 CO1464'NORTHEAST OF THE EDGE OF A STEEP DROPOFF, 4.40 M (14.44 FT) SOUTH -
 CO1464'SOUTHWEST OF THE SOUTH ONE OF THREE RUNWAY END MARKER LIGHTS, 0.27 M
 CO1464'(0.89 FT) WEST - NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 CO1464'WITH THE GROUND.
 CO1464'BUTLERPORT AZIMUTH MARK 1986 MAY BE USED AS AN AZIMUTH FOR THIS
 CO1464'STATION.
 CO1464'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 CO1464'MR. FRANKLIN BONEY, MANAGER
 CO1464'P. O. BOX 515
 CO1464'BUTLER, ALABAMA 36904
 CO1464'PHONE 205 - 459 - 3612.
 CO1464
 CO1464                          STATION RECOVERY (1991)
 CO1464
 CO1464'RECOVERED 1991
 CO1464'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1467 ***********************************************************************
 CO1467  DESIGNATION -  BUTLERPORT AZ MK
 CO1467  PID         -  CO1467
 CO1467  STATE/COUNTY-  AL/CHOCTAW
 CO1467  USGS QUAD   -  BUTLER (1986)
 CO1467
 CO1467                         *CURRENT SURVEY CONTROL
 CO1467  ___________________________________________________________________
 CO1467* NAD 83(1992)-  32 07 06.79779(N)    088 07 33.94680(W)     ADJUSTED  
 CO1467* NAVD 88     -        37.6    (meters)     123.     (feet)  VERTCON   
 CO1467  ___________________________________________________________________
 CO1467  X           -     176,811.576 (meters)                     COMP
 CO1467  Y           -  -5,404,197.059 (meters)                     COMP
 CO1467  Z           -   3,371,578.243 (meters)                     COMP
 CO1467  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 CO1467  ELLIP HEIGHT-          10.02  (meters)          (07/29/02) GPS OBS
 CO1467  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CO1467
 CO1467  HORZ ORDER  -  FIRST
 CO1467  ELLP ORDER  -  FOURTH    CLASS I
 CO1467
 CO1467.This mark is at Butler-Choctaw County Airport (09A)
 CO1467
 CO1467.The horizontal coordinates were established by GPS observations
 CO1467.and adjusted by the National Geodetic Survey in December 1992..
 CO1467
 CO1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1467
 CO1467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CO1467
 CO1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1467
 CO1467.The ellipsoidal height was determined by GPS observations
 CO1467.and is referenced to NAD 83.
 CO1467
 CO1467.The geoid height was determined by GEOID03.
 CO1467
 CO1467;                    North         East     Units Scale Factor Converg.
 CO1467;SPC AL W     -   235,041.312   540,917.866   MT  0.99997637   -0 19 58.4
 CO1467;UTM  16      - 3,554,131.818   393,768.278   MT  0.99973917   -0 35 55.6
 CO1467
 CO1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1467!SPC AL W     -   0.99999843  x   0.99997637  =   0.99997480
 CO1467!UTM  16      -   0.99999843  x   0.99973917  =   0.99973760
 CO1467
 CO1467:                Primary Azimuth Mark                     Grid Az
 CO1467:SPC AL W     -  BUTLERPORT                               115 54 41.2
 CO1467:UTM  16      -  BUTLERPORT                               116 10 38.4
 CO1467
 CO1467|---------------------------------------------------------------------|
 CO1467| PID    Reference Object                     Distance      Geod. Az  |
 CO1467|                                                           dddmmss.s |
 CO1467| CO1464 BUTLERPORT                          469.705 METERS 1153442.8 |
 CO1467|---------------------------------------------------------------------|
 CO1467
 CO1467                          SUPERSEDED SURVEY CONTROL
 CO1467
 CO1467  ELLIP H (12/04/92)   10.04   (m)                       GP(       ) 4 1
 CO1467  NAD 83(1986)-  32 07 06.81150(N)    088 07 33.95451(W) AD(       ) 3
 CO1467  NAD 27      -  32 07 06.28647(N)    088 07 33.88623(W) AD(       ) 3
 CO1467  NGVD 29 (12/04/92)   37.6    (m)          123.     (f) GPS OBS        
 CO1467
 CO1467.Superseded values are not recommended for survey control.
 CO1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1467.See file dsdata.txt to determine how the superseded data were derived.
 CO1467
 CO1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9376854132(NAD 83)
 CO1467_MARKER: DZ = AZIMUTH MARK DISK
 CO1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1467_SP_SET: CONCRETE POST
 CO1467_STAMPING: BUTLERPORT 1986
 CO1467_MARK LOGO: CGS   
 CO1467_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1467+STABILITY: SURFACE MOTION
 CO1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CO1467+SATELLITE: SATELLITE OBSERVATIONS - April 17, 1991
 CO1467
 CO1467  HISTORY     - Date     Condition        Report By
 CO1467  HISTORY     - 1986     MONUMENTED       NGS
 CO1467  HISTORY     - 19870527 GOOD
 CO1467  HISTORY     - 19900828 GOOD             ALHD
 CO1467  HISTORY     - 19910417 GOOD
 CO1467
 CO1467                          STATION DESCRIPTION
 CO1467
 CO1467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CO1467'THE STATION IS LOCATED ABOUT 10 KM (6 MI) EAST-NORTHEAST OF BUTLER
 CO1467'ALONG STATE HIGHWAY 10 ON THE AIRPORT.  OWNERSHIP--PUBLIC/CHOCTAW
 CO1467'COUNTY, COURT HOUSE, BUTLER, AL. 36904, TELEPHONE 205-459-2417.
 CO1467'MANAGER - FRANKLIN BONEY, P.O. BOX 515, BUTLER, AL. 36904, TELEPHONE
 CO1467'205-459-3612.
 CO1467'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 10 AND 17
 CO1467'IN BUTLER, GO EAST ON HIGHWAY 10 FRO 10.0 KM (6.0 MI) TO AIRPORT SIGN
 CO1467'AND ENTRANCE ON THE LEFT.  TURN LEFT, GO NORTHEAST ON PAVED ROAD FOR
 CO1467'0.3 KM (0.2 MI) TO A GATE AND OFFICE ON THE LEFT.  PASS THROUGH GATE,
 CO1467'GO NORTHWESTERLY ACROSS APRON AND RAMP TO RUNWAY.  TURN LEFT GO
 CO1467'NORTHWEST ALONG RUNWAY FOR 0.3 KM (0.2 MI) TO THE STATION ON THE LEFT.
 CO1467'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 19.6 METERS
 CO1467'(64.5 FT) SOUTH-SOUTHWEST FROM CENTER OF RUNWAY, 18.2 METERS (60 FT)
 CO1467'NORTH-NORTHEAST FROM A DROPOFF AND 14.5 METERS (4.4 FT)
 CO1467'SOUTH-SOUTHWEST FROM A MARKER LIGHT AND WITNESS POST.  THE
 CO1467'UNDERGROUND MARK IS SET 1 METER BELOW THE GROUND.
 CO1467'DESCRIBED BY K.R. WALLACE, TYPED BY E.D.W.
 CO1467
 CO1467                          STATION RECOVERY (1987)
 CO1467
 CO1467'RECOVERED 1987
 CO1467'RECOVERED IN GOOD CONDITION.
 CO1467
 CO1467                          STATION RECOVERY (1990)
 CO1467
 CO1467'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 CO1467'THE STATION IS LOCATED IN CHOCTAW COUNTY ON THE BUTLER - CHOCTAW
 CO1467'COUNTY AIRPORT, ABOUT 9.58 KM (5.95 MI) EAST - NORTHEAST OF BUTLER
 CO1467'AND ABOUT 11.75 KM (7.30 MI) SOUTHWEST OF PENNINGTON.
 CO1467'TO REACH THE STATION FROM THE JUNCTION OF ALA 10 AND ALA 17 (MILE POST
 CO1467'17.60 ON ALA 10) IN BUTLER, DRIVE EAST ON ALA 10 10.14 KM (6.30 MI)
 CO1467'TO MILE POST 23.90 AND THE PAVED ENTRANCE TO THE AIRPORT ON THE LEFT,
 CO1467'TURN LEFT ON THE PAVED ENTRANCE ROAD AND DRIVE NORTHEAST 0.32 KM
 CO1467'(0.20 MI) TO A GATE AND THE OFFICE ON THE LEFT, PASS THROUGH THE GATE
 CO1467'AND DRIVE NORTHWESTERLY ACROSS THE PARKING APRON AND A RAMP 0.16 KM
 CO1467'(0.10 MI) TO THE RUNWAY LEFT AND RIGHT, TURN LEFT ON THE RUNWAY AND
 CO1467'DRIVE NORTHWEST 0.24 KM (0.15 MI) TO THE STATION ON THE LEFT.
 CO1467'THE STATION IS 19.60 M (64.30 FT) SOUTH - SOUTHWEST OF THE CENTER OF
 CO1467'THE RUNWAY, 18.20 M (59.71 FT) NORTH - NORTHEAST OF A DROPOFF, 4.40 M
 CO1467'(14.44 FT) SOUTH - SOUTHWEST OF A RUNWAY MARKER LIGHT AND A SHORT
 CO1467'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CO1467'BUTLERPORT 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CO1467'BEFORE USING THIS STATION AT ANY TIME, PLEASE NOTIFY
 CO1467'MR. FRANKLIN BONEY, MANAGER
 CO1467'P. O. BOX 515
 CO1467'BUTLER, ALABAMA 36904
 CO1467'PHONE 205 - 459 - 3612.
 CO1467
 CO1467                          STATION RECOVERY (1991)
 CO1467
 CO1467'RECOVERED 1991
 CO1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2201 ***********************************************************************
 CM2201  DESIGNATION -  BV 072 207
 CM2201  PID         -  CM2201
 CM2201  STATE/COUNTY-  AL/CHAMBERS
 CM2201  USGS QUAD   -  LANETT SOUTH (1984)
 CM2201
 CM2201                         *CURRENT SURVEY CONTROL
 CM2201  ___________________________________________________________________
 CM2201* NAD 83(1992)-  32 46 45.06679(N)    085 09 17.34363(W)     ADJUSTED  
 CM2201* NAVD 88     -       221.     (meters)     725.     (feet)  VERTCON   
 CM2201  ___________________________________________________________________
 CM2201  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CM2201  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CM2201
 CM2201  HORZ ORDER  -  SECOND
 CM2201
 CM2201.The horizontal coordinates were established by classical geodetic methods
 CM2201.and adjusted by the National Geodetic Survey in December 1992..
 CM2201
 CM2201.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2201.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2201
 CM2201.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2201
 CM2201.The geoid height was determined by GEOID03.
 CM2201
 CM2201;                    North         East     Units Scale Factor Converg.
 CM2201;SPC AL E     -   252,911.070   263,565.026   MT  1.00000980   +0 22 02.5
 CM2201;SPC GA W     -   308,547.114   607,432.111   MT  1.00000562   -0 32 06.1
 CM2201;SPC GA W     - 1,012,291.66  1,992,883.52   sFT  1.00000562   -0 32 06.1
 CM2201;UTM  16      - 3,628,314.669   672,809.787   MT  0.99996824   +0 59 57.2
 CM2201
 CM2201!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2201!SPC AL E     -   0.99996982  x   1.00000980  =   0.99997962
 CM2201!SPC GA W     -   0.99996982  x   1.00000562  =   0.99997544
 CM2201!UTM  16      -   0.99996982  x   0.99996824  =   0.99993806
 CM2201
 CM2201|---------------------------------------------------------------------|
 CM2201| PID    Reference Object                     Distance      Geod. Az  |
 CM2201|                                                           dddmmss.s |
 CM2201| CM2200 BV 072 207 PTA                       21.543 METERS 04248     |
 CM2201| CM2204 LANETT CABLE TV MAST                APPROX.12.2 KM 3290540.4 |
 CM2201| CM2205 LANETT BLEACH DYE PLANT             APPROX.10.0 KM 3421035.9 |
 CM2201| CM2190 WEST POINT MUN TANK                 APPROX.10.7 KM 3505055.1 |
 CM2201| CM2212 WEST POINT MUN STANDPIPE            APPROX.11.0 KM 3543616.3 |
 CM2201| CY8428 BV 072 207 AZ MK                                   3583029.6 |
 CM2201|---------------------------------------------------------------------|
 CM2201
 CM2201                          SUPERSEDED SURVEY CONTROL
 CM2201
 CM2201  NAD 83(1986)-  32 46 45.07208(N)    085 09 17.34079(W) AD(       ) 2
 CM2201  NAD 27      -  32 46 44.60145(N)    085 09 17.55705(W) AD(       ) 2
 CM2201  NGVD 29 (07/19/86)  221.     (m)          725.     (f) VERT ANG       
 CM2201
 CM2201.Superseded values are not recommended for survey control.
 CM2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2201.See file dsdata.txt to determine how the superseded data were derived.
 CM2201
 CM2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7281028315(NAD 83)
 CM2201_MARKER: DD = SURVEY DISK
 CM2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2201_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2201
 CM2201  HISTORY     - Date     Condition        Report By
 CM2201  HISTORY     - 1973     MONUMENTED       GADT
 CM2201
 CM2201                          STATION DESCRIPTION
 CM2201
 CM2201'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1973 (WRN)
 CM2201'THE STATION IS LOCATED IN THE COMMUNITY OF RIVER VIEW, ALABAMA
 CM2201'APPROXIMATELY 6-3/4 MILES SOUTH OF WEST POINT AND 2-1/2 MILES
 CM2201'SOUTHEAST OF FAIRFAX ON THE PROPERTY OF MRS. W. R. GOGGANS.
 CM2201'
 CM2201'TO REACH THE STATION FROM THE JUNCTION OF SCHOOL STREET AND
 CM2201'LANGDALE ROAD LOCATED IN RIVER VIEW, ALABAMA, TRAVEL SOUTH ON
 CM2201'LANGDALE ROAD FOR 0.7 MILES TO THE AZIMUTH MARK ON THE
 CM2201'LEFT.  CONTINUE TRAVELING SOUTH ON LANGDALE ROAD FOR 0.1 MILE TO
 CM2201'THE JUNCTION OF A DIRT ROAD ON THE RIGHT.  TURN RIGHT TRAVELING
 CM2201'SOUTH ON THE DIRT ROAD FOR 0.15 MILE TO THE STATION ON THE
 CM2201'RIGHT.
 CM2201'
 CM2201'THE STATION IS A STANDARD BRASS DISK STAMPED 072-207 SET IN THE
 CM2201'TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE
 CM2201'OF THE GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED
 CM2201'072-207 SET IN AN IRREGULAR MASS OF CONCRETE APPROXIMATELY 31
 CM2201'INCHES BELOW THE SURFACE OF THE GROUND.  IT IS LOCATED 24.0 FEET
 CM2201'WEST OF THE CENTERLINE OF THE ROADWAY, 4.0 FEET NORTH NORTHEAST
 CM2201'OF A WITNESS POST, 16.0 FEET NORTH OF THE RIGHT HAND CORNER OF
 CM2201'AN OLD CHURCH BUILDING, 55.0 FEET SOUTHWEST OF A TWIN PINE
 CM2201'TREE, AND 118 FEET SOUTHWEST OF A POWER POLE.
 CM2201'
 CM2201'THE AZIMUTH MARK IS A STANDARD DISK STAMPED 072-207 AZMK SET IN
 CM2201'THE TOP OF A 10 INCH CYLINDRICAL CONCRETE POST FLUSH WITH THE
 CM2201'SURFACE OF THE GROUND.  IT IS LOCATED 68.0 FEET EAST OF THE
 CM2201'CENTERLINE OF THE ROADWAY, 3.0 FEET SOUTHWEST OF A WITNESS POST,
 CM2201'8.0 FEET SOUTHWEST OF A 15 INCH PINE TREE, AND 74.8 FEET NORTH OF
 CM2201'A POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2277 ***********************************************************************
 CM2277  DESIGNATION -  BV 106 208
 CM2277  PID         -  CM2277
 CM2277  STATE/COUNTY-  AL/RUSSELL
 CM2277  USGS QUAD   -  PHENIX CITY (1984)
 CM2277
 CM2277                         *CURRENT SURVEY CONTROL
 CM2277  ___________________________________________________________________
 CM2277* NAD 83(1992)-  32 27 08.69151(N)    085 00 06.34265(W)     ADJUSTED  
 CM2277* NAVD 88     -       112.1    (meters)     368.     (feet)  VERTCON   
 CM2277  ___________________________________________________________________
 CM2277  LAPLACE CORR-           2.39  (seconds)                    DEFLEC99
 CM2277  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 CM2277
 CM2277  HORZ ORDER  -  SECOND
 CM2277
 CM2277.The horizontal coordinates were established by classical geodetic methods
 CM2277.and adjusted by the National Geodetic Survey in September 1997..
 CM2277
 CM2277.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2277.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2277
 CM2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2277
 CM2277.The geoid height was determined by GEOID03.
 CM2277
 CM2277;                    North         East     Units Scale Factor Converg.
 CM2277;SPC AL E     -   216,775.093   278,187.565   MT  1.00003536   +0 26 46.5
 CM2277;SPC GA W     -   272,187.464   621,485.825   MT  0.99997599   -0 26 53.3
 CM2277;SPC GA W     -   893,001.70  2,038,991.41   sFT  0.99997599   -0 26 53.3
 CM2277;UTM  16      - 3,592,342.174   687,827.889   MT  1.00003506   +1 04 21.2
 CM2277
 CM2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2277!SPC AL E     -   0.99998669  x   1.00003536  =   1.00002205
 CM2277!SPC GA W     -   0.99998669  x   0.99997599  =   0.99996268
 CM2277!UTM  16      -   0.99998669  x   1.00003506  =   1.00002175
 CM2277
 CM2277:                Primary Azimuth Mark                     Grid Az
 CM2277:SPC AL E     -  COLUMBUS NORRIS RD N TANK                054 30 19.2
 CM2277:SPC GA W     -  COLUMBUS NORRIS RD N TANK                055 23 59.0
 CM2277:UTM  16      -  COLUMBUS NORRIS RD N TANK                053 52 44.5
 CM2277
 CM2277|---------------------------------------------------------------------|
 CM2277| PID    Reference Object                     Distance      Geod. Az  |
 CM2277|                                                           dddmmss.s |
 CM2277| CM1939 COLUMBUS NORRIS RD N TANK           APPROX. 7.8 KM 0545705.7 |
 CM2277| CY8551 BV 106 208 AZ MK                                   0851019.1 |
 CM2277| CM1948 COLUMBUS TV STA WYEA MAST           APPROX.10.9 KM 0864903.4 |
 CM2277|---------------------------------------------------------------------|
 CM2277
 CM2277                          SUPERSEDED SURVEY CONTROL
 CM2277
 CM2277  NAD 83(1992)-  32 27 08.69409(N)    085 00 06.34091(W) AD(       ) 2
 CM2277  NAD 83(1986)-  32 27 08.69710(N)    085 00 06.34216(W) AD(       ) 2
 CM2277  NAD 27      -  32 27 08.18335(N)    085 00 06.58620(W) AD(       ) 2
 CM2277  NGVD 29 (07/19/86)  112.1    (m)          368.     (f) VERT ANG       
 CM2277
 CM2277.Superseded values are not recommended for survey control.
 CM2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2277.See file dsdata.txt to determine how the superseded data were derived.
 CM2277
 CM2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA8782892342(NAD 83)
 CM2277_MARKER: DD = SURVEY DISK
 CM2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2277
 CM2277  HISTORY     - Date     Condition        Report By
 CM2277  HISTORY     - 1974     MONUMENTED       GADT
 CM2277
 CM2277                          STATION DESCRIPTION
 CM2277
 CM2277'DESCRIBED BY GEORGIA DEPARTMENT OF TRANSPORTATION 1974 (WRN)
 CM2277'THE STATION IS LOCATED IN SOUTH PHENIX CITY, ALABAMA, ON ALABAMA
 CM2277'STATE RIGHT OF WAY, APPROXIMATELY 1.5 MILES SOUTHWEST OF COLUMBUS.
 CM2277'
 CM2277'TO REACH THE STATION FROM THE COURTHOUSE IN COLUMBUS, GO SOUTH
 CM2277'ON SECOND AVENUE FOR 0.7 MILE TO THE JUNCTION OF U.S. HIGHWAY 80
 CM2277'(VICTORY DRIVE).  TURN RIGHT, GOING WEST ON U.S. HIGHWAY 80 FOR
 CM2277'0.1 MILE TO THE EAST END OF THE CHATTAHOOCHEE RIVER BRIDGE AND
 CM2277'THE AZIMUTH MARK ON THE LEFT.  CONTINUE WEST ON U.S. HIGHWAY 80,
 CM2277'CROSSING THE ALABAMA-GEORGIA STATE LINE, FOR 0.35 MILE TO THE
 CM2277'PHENIX CITY EXIT RAMP ON THE RIGHT.  TURN RIGHT, FOLLOWING THE
 CM2277'EXIT RAMP FOR 0.2 MILE TO THE INTERSECTION OF BROAD STREET
 CM2277'CROSSING.  TURN LEFT, GOING SOUTH ALONG BROAD STREET FOR 0.1
 CM2277'MILE TO THE SOUTH END OF THE BRIDGE OVER U.S. HIGHWAY 80 AND
 CM2277'THE STATION ON THE LEFT.
 CM2277'
 CM2277'THE STATION IS LOCATED 16.0 FEET SOUTH OF A WITNESS POST, 24.6
 CM2277'FEET SOUTHEAST OF THE CENTERLINE OF THE BROAD STREET MEDIAN,
 CM2277'99.5 FEET NORTHEAST OF THE POINT OF INTERSECTION OF THE CENTERLINES
 CM2277'OF THE NORTHBOUND LANE OF BROAD STREET AND THE U.S. HIGHWAY 80
 CM2277'EASTBOUND ENTRANCE RAMP, 19.4 FEET SOUTHEAST OF A GUARD RAIL END
 CM2277'POST, AND 7.0 FEET EAST OF THE GUARD RAIL.  IT IS A STANDARD
 CM2277'BRASS DISK STAMPED 106-208, SET IN THE TOP OF A 10 INCH
 CM2277'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE
 CM2277'GROUND.  THE UNDERGROUND MARK IS A STANDARD DISK STAMPED 106-208,
 CM2277'SET IN AN IRREGULAR MASS OF CONCRETE ABOUT 33 INCHES BELOW THE
 CM2277'SURFACE OF THE GROUND.
 CM2277'
 CM2277'THE AZIMUTH MARK IS LOCATED 5.0 FEET SOUTHEAST OF THE CURB SIDE
 CM2277'OF A BRIDGE END POST, 6.6 FEET SOUTH OF THE SOUTH CURB OF
 CM2277'U.S. HIGHWAY 80, 70.6 FEET SOUTHEAST OF A LAMP POST ON THE SOUTH
 CM2277'CURB OF THE BRIDGE, 61.0 FEET SOUTHWEST OF A LAMP POST IN THE
 CM2277'MEDIAN, AND 4.7 FEET EAST OF A WITNESS POST.  IT IS A STANDARD
 CM2277'DISK STAMPED 106-208 AZMK, SET IN THE TOP OF A 10 INCH
 CM2277'CYLINDRICAL CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3628 ***********************************************************************
 DG3628  DESIGNATION -  BYNUM
 DG3628  PID         -  DG3628
 DG3628  STATE/COUNTY-  AL/CALHOUN
 DG3628  USGS QUAD   -  MUNFORD (1983)
 DG3628
 DG3628                         *CURRENT SURVEY CONTROL
 DG3628  ___________________________________________________________________
 DG3628* NAD 83(1992)-  33 37 04.07432(N)    085 59 07.90420(W)     ADJUSTED  
 DG3628* NAVD 88     -       250.     (meters)     820.     (feet)  SCALED    
 DG3628  ___________________________________________________________________
 DG3628  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 DG3628  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DG3628
 DG3628  HORZ ORDER  -  FIRST
 DG3628
 DG3628.The horizontal coordinates were established by classical geodetic methods
 DG3628.and adjusted by the National Geodetic Survey in December 1992..
 DG3628
 DG3628.The orthometric height was scaled from a topographic map.
 DG3628
 DG3628.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3628
 DG3628.The geoid height was determined by GEOID03.
 DG3628
 DG3628;                    North         East     Units Scale Factor Converg.
 DG3628;SPC AL E     -   345,722.871   185,877.340   MT  0.99996246   -0 05 03.3
 DG3628;UTM  16      - 3,720,240.812   594,103.612   MT  0.99970917   +0 33 42.1
 DG3628
 DG3628!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3628!SPC AL E     -   0.99996526  x   0.99996246  =   0.99992772
 DG3628!UTM  16      -   0.99996526  x   0.99970917  =   0.99967444
 DG3628
 DG3628|---------------------------------------------------------------------|
 DG3628| PID    Reference Object                     Distance      Geod. Az  |
 DG3628|                                                           dddmmss.s |
 DG3628| CY9745 BYNUM RM 1                            6.102 METERS 04757     |
 DG3628| CY9744 BYNUM AZ MK                                        1114349.7 |
 DG3628| CY9746 BYNUM RM 2                            4.203 METERS 26455     |
 DG3628|---------------------------------------------------------------------|
 DG3628
 DG3628                          SUPERSEDED SURVEY CONTROL
 DG3628
 DG3628  NAD 83(1986)-  33 37 04.08013(N)    085 59 07.89870(W) AD(       ) 1
 DG3628  NAD 27      -  33 37 03.70800(N)    085 59 08.01300(W) AD(       ) 1
 DG3628
 DG3628.Superseded values are not recommended for survey control.
 DG3628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3628.See file dsdata.txt to determine how the superseded data were derived.
 DG3628
 DG3628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9410420241(NAD 83)
 DG3628_MARKER: DS = TRIANGULATION STATION DISK
 DG3628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3628_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG3628
 DG3628  HISTORY     - Date     Condition        Report By
 DG3628  HISTORY     - 1941     MONUMENTED       CGS
 DG3628  HISTORY     - 1981     GOOD             NGS
 DG3628
 DG3628                          STATION DESCRIPTION
 DG3628
 DG3628'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3628'THE STATION IS LOCATED ABOUT 9 MILES WEST OF ANNISTON, ALABAMA,
 DG3628'AND ABOUT 0.5 MILE NORTH OF U.S. HIGHWAY NO. 78.  THERE IS A
 DG3628'LAKE ABOUT 0.5 MILE WEST OF THE STATION.  THE DISK IS STAMPED
 DG3628'BYNUM 1941 AND PROJECTS ABOUT 2 INCHES ABOVE THE GROUND.
 DG3628'
 DG3628'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DG3628'BRONZE DISKS SET IN CONCRETE.
 DG3628'
 DG3628'REFERENCE MARK NO. 1 IS SOUTHWEST OF STATION.  IT PROJECTS ABOUT
 DG3628'2 INCHES ABOVE THE GROUND, AND THE DISK IS STAMPED BYNUM NO 1
 DG3628'1941.
 DG3628'
 DG3628'REFERENCE MARK NO. 2 IS WEST OF THE STATION.  IT PROJECTS
 DG3628'ABOUT 6 INCHES ABOVE THE GROUND, AND THE DISK IS STAMPED BYNUM
 DG3628'NO 2 1941.
 DG3628'
 DG3628'THE AZIMUTH MARK IS SOUTHEAST OF THE STATION ABOUT 1 MILE, 40
 DG3628'FEET NORTH OF THE CENTER OF U.S. HIGHWAY NO. 78.  IT PROJECTS
 DG3628'ABOUT 6 INCHES ABOVE THE GROUND, AND THE DISK IS STAMPED BYNUM
 DG3628'1941.  IT IS 1.1 MILES EAST OF THE POINT WHERE U.S. HIGHWAY NO.
 DG3628'78 IS LEFT EN ROUTE TO THE STATION.
 DG3628'
 DG3628'TO REACH THE STATION FROM THE INTERSECTION OF NOBLE STREET
 DG3628'AND 10TH STREET IN ANNISTON, GO WEST ON U.S. HIGHWAY NO. 78
 DG3628'FOR 9.25 MILES TO A SMALL STORE ON THE RIGHT.  CONTINUE ON THE
 DG3628'MAIN HIGHWAY FOR 0.65 MILE TO A SIDE ROAD ON THE RIGHT THAT
 DG3628'PASSES ACROSS THE END OF A FIELD.  TURN RIGHT AND GO 0.35 MILE
 DG3628'TO A FORK, TAKE THE LEFT FORK AND GO 0.1 MILE TO A GATE ON THE
 DG3628'RIGHT AND DIM ROAD LEADING INTO TIMBER, TURN RIGHT AND FOLLOW
 DG3628'THIS ROAD AROUND THE SIDE OF THE HILL TO THE TELEPHONE LINES,
 DG3628'THEN TURN RIGHT AND FOLLOW TRACK ROAD TO HIGHEST POINT AND
 DG3628'THE STATION.
 DG3628'
 DG3628'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 DG3628
 DG3628                          STATION RECOVERY (1981)
 DG3628
 DG3628'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DG3628'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE STATION AND
 DG3628'REFERENCE MARKS 1 AND 2 ARE ON HIGHEST GROUND AND EACH ARE MARKED BY
 DG3628'CONCRETE POST SET 1 FOOT SOUTHWEST OF THE STATION AND REFERENCE MARK
 DG3628'NO 2 AND 1 FOOT NORTH OF REFERENCE MARK NO 1, EACH POST PROJECTING 1
 DG3628'FOOT.  THE STATION IS ALSO 8 FEET WEST OF A TRIANGLE BLAZED 10-INCH
 DG3628'BLACK OAK.
 DG3628'
 DG3628'AZIMUTH MARK IS 0.2 MILE WEST ALONG HIGHWAY 202 FROM ENTRANCE ROAD TO
 DG3628'ANNISTON ORDNANCE DEPOT AND CAUTION LIGHT IN BYNUM, 46 FEET SOUTH OF
 DG3628'THE CENTER OF HIGHWAY, 53 FEET EAST OF POWER POLE NO 143 AND 115.2
 DG3628'FEET WEST OF WEST END OF CONCRETE PIPE CULVERT UNDER DRIVEWAY TO
 DG3628'HOUSE, THE MARK PROJECTS 2 FEET ON NORTH SIDE.
 DG3628'
 DG3628'TO REACH STATION FROM BUILDING NO 361 ON DEPOT, GO SOUTHWEST ON PAVED
 DG3628'ROAD CROSSING RAILROAD FOR 0.3 TO FORK, TAKE LEFT FORK FOR 0.3 MILE
 DG3628'TO FORK, TAKE RIGHT FORK FOR 0.15 MILE TO ETT.  PACK NORTH 300 YARDS
 DG3628'TO STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1413 ***********************************************************************
 EF1413  DESIGNATION -  BYNUM
 EF1413  PID         -  EF1413
 EF1413  STATE/COUNTY-  AL/JACKSON
 EF1413  USGS QUAD   -  SCOTTSBORO (1982)
 EF1413
 EF1413                         *CURRENT SURVEY CONTROL
 EF1413  ___________________________________________________________________
 EF1413* NAD 83(1992)-  34 42 38.76384(N)    086 03 00.34663(W)     ADJUSTED  
 EF1413* NAVD 88     -       418.     (meters)    1371.     (feet)  SCALED    
 EF1413  ___________________________________________________________________
 EF1413  LAPLACE CORR-          -0.75  (seconds)                    DEFLEC99
 EF1413  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EF1413
 EF1413  HORZ ORDER  -  SECOND
 EF1413
 EF1413.The horizontal coordinates were established by classical geodetic methods
 EF1413.and adjusted by the National Geodetic Survey in December 1992..
 EF1413
 EF1413.The orthometric height was scaled from a topographic map.
 EF1413
 EF1413.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1413
 EF1413.The geoid height was determined by GEOID03.
 EF1413
 EF1413;                    North         East     Units Scale Factor Converg.
 EF1413;SPC AL E     -   466,967.050   180,143.508   MT  0.99996486   -0 07 24.4
 EF1413;UTM  16      - 3,841,379.691   586,985.598   MT  0.99969326   +0 32 27.4
 EF1413
 EF1413!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1413!SPC AL E     -   0.99993891  x   0.99996486  =   0.99990378
 EF1413!UTM  16      -   0.99993891  x   0.99969326  =   0.99963219
 EF1413
 EF1413|---------------------------------------------------------------------|
 EF1413| PID    Reference Object                     Distance      Geod. Az  |
 EF1413|                                                           dddmmss.s |
 EF1413| CG4999 BYNUM RM 1                           17.678 METERS 01655     |
 EF1413| EE2279 CARR                                APPROX.24.8 KM 0370308.3 |
 EF1413| CG4998 BYNUM AZ MK                                        2650918.3 |
 EF1413| CG5000 BYNUM RM 2                           16.962 METERS 26622     |
 EF1413|---------------------------------------------------------------------|
 EF1413
 EF1413                          SUPERSEDED SURVEY CONTROL
 EF1413
 EF1413  NAD 83(1986)-  34 42 38.77100(N)    086 03 00.34602(W) AD(       ) 2
 EF1413  NAD 27      -  34 42 38.47200(N)    086 03 00.41600(W) AD(       ) 2
 EF1413
 EF1413.Superseded values are not recommended for survey control.
 EF1413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1413.See file dsdata.txt to determine how the superseded data were derived.
 EF1413
 EF1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED8698641380(NAD 83)
 EF1413_MARKER: DS = TRIANGULATION STATION DISK
 EF1413_SETTING: 80 = SET IN A BOULDER
 EF1413_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 EF1413
 EF1413  HISTORY     - Date     Condition        Report By
 EF1413  HISTORY     - 1934     MONUMENTED       CGS
 EF1413
 EF1413                          STATION DESCRIPTION
 EF1413
 EF1413'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EF1413'STATION IS ON THE PROPERTY OF MR. ODUS BYNUM ON THE HIGHEST PART OF A
 EF1413'SPUR RIDGE OF CUMBERLAND PLATEAU AND ON THE EAST ONE OF TWO VERY
 EF1413'SIMILAR KNOBS WHICH ARE DIVIDED ONLY BY A VERY SMALL SADDLE, ABOUT
 EF1413'4 1/2 MILES EAST-NORTHEAST OF LARKINSVILLE, ALA.  TO REACH FROM THE
 EF1413'COURTHOUSE IN SCOTTSBORO GO NORTHEAST ON US 72 FOR 0.7 MILE TO
 EF1413'JUNCTION OF ROUTES AT FIVE POINTS.  TURN LEFT ONTO GRAVEL ROAD IN
 EF1413'THE OPPOSITE DIRECTION TO ROUTE 35 AND CROSS RAILROAD IN ABOUT
 EF1413'200 YARDS.  FOLLOW THIS FOR 3.3 MILES TO T-ROAD LEFT AT AN OLD LOG
 EF1413'CABIN ON LEFT.  TURN LEFT AND GO 0.35 MILE TO HOUSE ON RIGHT AND GATE
 EF1413'ACROSS ROAD.  GO THROUGH GATE AND THEN TURN LEFT BY PUMP FOR 0.25
 EF1413'MILE TO HOUSE AND END OF TRUCK TRAVEL.  TAKE A PATH LEADING AROUND
 EF1413'THE LEFT SIDE OF THIS HOUSE.  CROSS FENCE BEHIND HOUSE AND TAKE
 EF1413'AN OLD DRAG ROAD LEADING UP HILL DIRECTLY BEHIND THE HOUSE FOR 1/2
 EF1413'MILE TO THE TOP OF THE RIDGE.  HERE TURN LEFT ALONG THE TOP OF THE
 EF1413'RIDGE FOLLOWING BLAZES THROUGH THICK UNDERBRUSH FOR 1/4 MILE.  AT
 EF1413'THIS POINT A PATH IS CROSSED LEADING AROUND EITHER SIDE OF
 EF1413'RIDGE.  CONTINUE UP THE DIVIDE ON DIM, BLAZED PATH, WHICH BEARS TO
 EF1413'THE RIGHT IN ABOUT 100 YARDS, FOR 1/4 MILE TO TRIANGULAR BLAZED TREE
 EF1413'ON THE RIGHT OF PATH.  FROM HERE THE STATION IS DIRECTLY UP THE HILL
 EF1413'ABOUT 1/4 MILE.  THE BEST WAY IS TO THE LEFT ABOUT 150 FEET AND
 EF1413'THEN UP THE HILL GOING BACK TO THE RIGHT AFTER REACHING THE TOP
 EF1413'OF THE RIDGE.  THE STATION IS A STANDARD DISK SET IN THE TOP OF AN 8
 EF1413'INCH SQUARE SAND STONE BURIED BOULDER FLUSH WITH THE SURFACE OF THE
 EF1413'GROUND.  IT IS 5 YARDS SOUTH-SOUTHWEST OF A 16 INCH CHESTNUT OAK
 EF1413'TREE AND 7 FEET EAST OF A LEANING 14 INCH CHESTNUT OAK.  REFERENCE
 EF1413'MARK NO. 1 IS NORTHEAST OF STATION, 2-1/2 FEET EAST OF THE WEST
 EF1413'EDGE OF AN 8 BY 12 FOOT FLAT TOP ROCK OUTCROP AND 6 FEET SOUTH OF THE
 EF1413'EDGE OF A CLIFF.  REFERENCE MARK NO. 2 IS WEST OF STATION, 5 YARDS
 EF1413'SOUTH OF A 20 INCH OAK TREE, 4 FEET SOUTH OF THE NORTH EDGE OF A 14
 EF1413'BY 20 FOOT FLAT TOP ROCK OUTCROP.  AZIMUTH MARK IS WEST OF STATION IN
 EF1413'THE EAST EDGE OF A LARGE IRREGULAR SHAPED ROCK OUTCROP AND 25 YARDS
 EF1413'SOUTH OF THE NORTH EDGE OF A CLIFF.  A 4 FOOT STAND WILL CLEAR ALL
 EF1413'LINES EXCEPT WHITMIRE.
 EF1413'
 EF1413'SURFACE, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS SET IN
 EF1413'CONCRETE IN A DEPRESSION IN BOULDERS IN OUTCROPPING
 EF1413'BEDROCK.
 EF1413'
 EF1413'HEIGHT OF LIGHT ABOVE STATION MARK 1-1/2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2606 ***********************************************************************
 DH2606  DESIGNATION -  BYPASS
 DH2606  PID         -  DH2606
 DH2606  STATE/COUNTY-  AL/TUSCALOOSA
 DH2606  USGS QUAD   -  TUSCALOOSA (1983)
 DH2606
 DH2606                         *CURRENT SURVEY CONTROL
 DH2606  ___________________________________________________________________
 DH2606* NAD 83(1992)-  33 10 08.17197(N)    087 30 23.49800(W)     ADJUSTED  
 DH2606* NAVD 88     -       110.8    (meters)     364.     (feet)  VERTCON   
 DH2606  ___________________________________________________________________
 DH2606  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 DH2606  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DH2606
 DH2606  HORZ ORDER  -  SECOND
 DH2606
 DH2606.The horizontal coordinates were established by classical geodetic methods
 DH2606.and adjusted by the National Geodetic Survey in December 1992..
 DH2606
 DH2606.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2606.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2606
 DH2606.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2606
 DH2606.The geoid height was determined by GEOID03.
 DH2606
 DH2606;                    North         East     Units Scale Factor Converg.
 DH2606;SPC AL W     -   351,347.322   599,391.216   MT  0.99993334   -0 00 12.9
 DH2606;UTM  16      - 3,670,129.748   452,772.470   MT  0.99962750   -0 16 37.7
 DH2606
 DH2606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2606!SPC AL W     -   0.99998716  x   0.99993334  =   0.99992050
 DH2606!UTM  16      -   0.99998716  x   0.99962750  =   0.99961466
 DH2606
 DH2606:                Primary Azimuth Mark                     Grid Az
 DH2606:SPC AL W     -  TUSCALOOSA TV STA WCFT MAST              073 09 32.9
 DH2606:UTM  16      -  TUSCALOOSA TV STA WCFT MAST              073 25 57.7
 DH2606
 DH2606|---------------------------------------------------------------------|
 DH2606| PID    Reference Object                     Distance      Geod. Az  |
 DH2606|                                                           dddmmss.s |
 DH2606| DH2551 TUSCALOOSA TV STA WCFT MAST         APPROX. 2.0 KM 0730920.0 |
 DH2606| DH2611 TUSCALOOSA CBL 0                    174.276 METERS 08421     |
 DH2606| CG1231 BYPASS RM 1                          15.444 METERS 08958     |
 DH2606| DH2609 TUSCALOOSA ST HWY DEPT MAST         APPROX. 0.6 KM 1020051.8 |
 DH2606| CG1233 BYPASS RM 3                          40.224 METERS 21746     |
 DH2606| DH2612 BYPASS AZ MK                        APPROX. 0.7 KM 2693854.0 |
 DH2606| CG1232 BYPASS RM 2                          15.797 METERS 29500     |
 DH2606|---------------------------------------------------------------------|
 DH2606
 DH2606                          SUPERSEDED SURVEY CONTROL
 DH2606
 DH2606  NAD 83(1986)-  33 10 08.17787(N)    087 30 23.50069(W) AD(       ) 2
 DH2606  NAD 27      -  33 10 07.74791(N)    087 30 23.48176(W) AD(       ) 2
 DH2606  NGVD 29 (07/19/86)  110.8    (m)          364.     (f) VERT ANG       
 DH2606
 DH2606.Superseded values are not recommended for survey control.
 DH2606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2606.See file dsdata.txt to determine how the superseded data were derived.
 DH2606
 DH2606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5277270130(NAD 83)
 DH2606_MARKER: DS = TRIANGULATION STATION DISK
 DH2606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2606_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2606_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2606
 DH2606  HISTORY     - Date     Condition        Report By
 DH2606  HISTORY     - 1970     MONUMENTED       NGS
 DH2606  HISTORY     - 1980     GOOD             NGS
 DH2606
 DH2606                          STATION DESCRIPTION
 DH2606
 DH2606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 DH2606'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF TUSCALOOSA, 1 MILE
 DH2606'EAST OF THE MCFARLAND SHOPPING CENTER AND 0.2 MILE EAST OF THE
 DH2606'ENTRANCE TO THE MEMORIAL GARDENS CHAPEL AND CEMETERY.  IT IS ALONG
 DH2606'STATE RIGHT-OF-WAY.
 DH2606'
 DH2606'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 82 AND 11
 DH2606'BYPASS, IN THE SOUTHEAST PART OF TUSCALOOSA, GO EAST ON U. S.
 DH2606'HIGHWAY 11 BYPASS FOR 1.1 MILES TO A CROSSROAD, CONTINUE EAST ON
 DH2606'U. S. HIGHWAY 11 BYPASS FOR 0.65 MILE TO THE AZIMUTH MARK ON THE
 DH2606'LEFT, JUST AFTER PASSING A CROSS OVER ROAD ON THE LEFT, CONTINUE EAST
 DH2606'ON U. S. HIGHWAY 11 BYPASS FOR 0.4 MILE TO THE STATION ON THE
 DH2606'RIGHT.
 DH2606'
 DH2606'STATION MARKS ARE STANDARD DISKS STAMPED BYPASS 1970.  THE SURFACE
 DH2606'DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT
 DH2606'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 68 FEET SOUTH OF THE
 DH2606'CENTER OF THE EAST BOUND TRAFFIC LANE OF U. S. HIGHWAY 11 BYPASS,
 DH2606'33.3 FEET SOUTH-SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT,
 DH2606'31.5 FEET EAST OF THE CENTER OF A TRACK ROAD, 5.2 FEET NORTH OF A
 DH2606'WIRE FENCE AND 4.2 FEET NORTH-NORTHEAST OF A METAL WITNESS POST.
 DH2606'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 DH2606'CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 DH2606'
 DH2606'REFERENCE MARK 1, A STANDARD DISK STAMPED BYPASS NO 1 1970, IS SET IN
 DH2606'THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 1-INCH
 DH2606'BELOW THE GROUND SURFACE.  IT IS 72 FEET SOUTH OF THE CENTER OF THE
 DH2606'EAST BOUND TRAFFIC LANE, 49 FEET WEST-SOUTHWEST OF POWERLINE POLE
 DH2606'NUMBER 3 AND 1-FOOT NORTH OF THE WIRE FENCE.
 DH2606'
 DH2606'REFERENCE MARK 2, A STANDARD DISK STAMPED BYPASS NO 2 1970, IS SET IN
 DH2606'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS 2 INCHES
 DH2606'BELOW THE GROUND SURFACE.  IT IS 43 FEET SOUTH OF THE CENTER OF THE
 DH2606'EAST BOUND TRAFFIC LANE, 31 FEET NORTH OF THE WIRE FENCE, 17 FEET
 DH2606'WEST OF THE CENTER OF THE TRACK ROAD, 10 FEET SOUTHWEST OF THE WEST
 DH2606'END OF THE CONCRETE CULVERT AND ABOUT 2 FEET LOWER THAN THE STATION
 DH2606'MARK.
 DH2606'
 DH2606'THE AZIMUTH MARK, A STANDARD DISK STAMPED BYPASS 1970, IS CEMENTED
 DH2606'IN A DRILL HOLE IN THE NORTHWEST CORNER OF A CONCRETE CATCH-BASIN
 DH2606'THAT IS 2 FEET LOWER THAN THE LEVEL OF HIGHWAY.  IT IS 36 FEET NORTH
 DH2606'OF THE CENTER OF THE WEST BOUND TRAFFIC LANE OF U. S. HIGHWAY 11
 DH2606'BYPASS, 21.2 FEET NORTHWEST OF MILE POST 83 AND 10 FEET NORTH OF
 DH2606'A METAL WITNESS POST.
 DH2606'
 DH2606'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DH2606
 DH2606                          STATION RECOVERY (1980)
 DH2606
 DH2606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DH2606'THE STATION UNDERGROUND MARK.  REFERENCE MARK NO.1 AND AZIMUTH MARK
 DH2606'WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO.2 AND THE
 DH2606'STATION SURFACE MARK WERE DESTROYED.  A NEW SURFACE MARK AND REFERENCE
 DH2606'MARK NO.3 WERE ESTABLISHED AT THIS DATE.  A TIE WAS MADE TO THE
 DH2606'TUSCALOOSA CALBRATION BASELINE STATION O.  A NEW DESCRIPTION FOLLOWS--
 DH2606'
 DH2606'THE STATION IS LOCATED ABOUT 4 MILES SOUTHEAST OF THE CENTER OF
 DH2606'TUSCALOOSA, 1 MILE EAST OF THE MC FARLAND SHOPPING CENTER AND 0.2 MILE
 DH2606'EAST OF THE ENTRANCE TO THE MEMORIAL GARDENS CHAPEL AND CEMETERY, ON
 DH2606'THE RIGHT-OF-WAY OF U.S. HIGHWAY 11 BYPASS.
 DH2606'
 DH2606'TO REACH FROM THE JUNCTION OF I-20 AND MC FARLAND BLVD., GO SOUTH
 DH2606'ON MC FARLAND BLVD. FOR 0.2 MILE TO THE JUNCTION OF U.S. HIGHWAY 11
 DH2606'BY-PASS, TURN RIGHT AND GO EAST ON BY-PASS FOR 0.65 MILE TO AZIMUTH
 DH2606'MARK ON LEFT, CONTINUE EAST ON BY-PASS FOR 0.4 MILE TO STATION ON THE
 DH2606'RIGHT.
 DH2606'
 DH2606'STATION MARKS ARE STANDARD DISKS, STAMPED---BYPASS 1970 1980---.  THE
 DH2606'SURFACE MARK IS A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 68
 DH2606'FEET SOUTH OF THE CENTER OF THE EAST BOUND LANES OF BY-PASS, 110 FEET
 DH2606'WEST OF POWER POLE, 99 FEET NORTHEAST OF NORTHEAST CORNER OF WELDING
 DH2606'COMPANY BUILDING, 62.5 FEET WEST-NORTHWEST OF NORTHWEST CORNER OF A
 DH2606'BRICK FRONT BUILDING, 37 FEET EAST OF THE CENTER OF PAVED DRIVEWAY,
 DH2606'7.8 FEET SOUTHEAST OF WOODEN POST WITH UNDERGROUND CABLE SIGN ATTACHED
 DH2606'AND 1 FOOT EAST OF METAL WITNESS POST AND SIGN.
 DH2606'
 DH2606'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED---BYPASS NO.1
 DH2606'1970---SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 DH2606'IS 72 FEET SOUTH OF THE CENTER OF EAST BOUND LANES OF BY-PASS, 59.5
 DH2606'FEET WEST-SOUTHWEST OF POWER POLE, 22.5 FEET NORTH-NORTHWEST OF THE
 DH2606'NORTHWEST CORNER OF BRICK FRONT BUILDING, 8.5 FEET WEST-NORTHWEST OF
 DH2606'A METAL POLE WITH SIGN.
 DH2606'
 DH2606'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---BYPASS 1970 NO 3
 DH2606'1980---SET IN A DRILL HOLE IN TOP OF CONCRETE CURB AROUND THE FRONT
 DH2606'OF THE A-1 WELDING CO. BUILDING, 138.5 FEET SOUTH OF THE EAST BOUND
 DH2606'LANES OF BY-PASS, 20 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 DH2606'BUILDING AND 17 FEET WEST OF THE CENTER OF PAVED DRIVE ON EAST SIDE OF
 DH2606'BUILDING.
 DH2606'
 DH2606'AZIMUTH MARK IS A STANDARD DISK, STAMPED---BYPASS 1970---SET IN
 DH2606'DRILL HOLE IN TOP OF THE NORTHWEST CORNER OF A CONCRETE CATCH-BASIN
 DH2606'THAT IS 2 FEET LOWER THAN THE LEVEL OF HIGHWAY.  IT IS 36 FEET NORTH
 DH2606'OF THE CENTER OF THE WEST BOUND LANE OF BYPASS, 21.2 FEET NORTHWEST
 DH2606'OF MILE POST 83 AND 10 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 DH2606'
 DH2606'BASELINE STATION O IS AN ALABAMA HIGHWAY DEPARTMENT DISK,
 DH2606'STAMPED---TUSCALOOSA BASELINE STATION O 1977---SET IN TOP OF A ROUND
 DH2606'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 571.8 FEET EAST-NORTHEAST
 DH2606'OF THE STATION, IN THE RIGHT-OF-WAY ON THE SOUTH SIDE OF BY-PASS,
 DH2606'BETWEEN THE BY-PASS AND POWERLINE.
 DH2606'
 DH2606'OBSERVATIONS AT BASELINE STATION O 1977
 DH2606'BYPASS 1970 1980 WSW 571.78 FT. 174.278 M. 00 DEG 00 MIN 00.0 SEC
 DH2606'BASELINE STA. 1381 E 4529.56 FT. 1380.614 M. 181 DEG 16 MIN 00.3 SEC
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2134 ***********************************************************************
 BT2134  DESIGNATION -  BYRD
 BT2134  PID         -  BT2134
 BT2134  STATE/COUNTY-  AL/DALE
 BT2134  USGS QUAD   -  OZARK (1981)
 BT2134
 BT2134                         *CURRENT SURVEY CONTROL
 BT2134  ___________________________________________________________________
 BT2134* NAD 83(1992)-  31 28 59.73099(N)    085 42 42.67601(W)     ADJUSTED  
 BT2134* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BT2134  ___________________________________________________________________
 BT2134  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BT2134  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT2134
 BT2134  HORZ ORDER  -  SECOND
 BT2134
 BT2134.The horizontal coordinates were established by classical geodetic methods
 BT2134.and adjusted by the National Geodetic Survey in December 1992..
 BT2134
 BT2134.The orthometric height was scaled from a topographic map.
 BT2134
 BT2134.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2134
 BT2134.The geoid height was determined by GEOID03.
 BT2134
 BT2134;                    North         East     Units Scale Factor Converg.
 BT2134;SPC AL E     -   109,015.256   211,542.374   MT  0.99996164   +0 03 48.4
 BT2134;UTM  16      - 3,483,879.519   622,354.380   MT  0.99978465   +0 40 22.1
 BT2134
 BT2134!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2134!SPC AL E     -   0.99998625  x   0.99996164  =   0.99994789
 BT2134!UTM  16      -   0.99998625  x   0.99978465  =   0.99977090
 BT2134
 BT2134:                Primary Azimuth Mark                     Grid Az
 BT2134:SPC AL E     -  BYRD AZ MK                               016 38 17.9
 BT2134:UTM  16      -  BYRD AZ MK                               016 01 44.2
 BT2134
 BT2134|---------------------------------------------------------------------|
 BT2134| PID    Reference Object                     Distance      Geod. Az  |
 BT2134|                                                           dddmmss.s |
 BT2134| CY8729 BYRD AZ MK                                         0164206.3 |
 BT2134| BT2129 OZARK COLUMBIAN PEANUT TANK         APPROX. 6.6 KM 1034039.9 |
 BT2134| BT2131 OZARK METH CHURCH SPIRE             APPROX. 7.4 KM 1105503.9 |
 BT2134| BT2130 OZARK CO CTHSE CLOCK TOWER          APPROX. 7.3 KM 1115308.3 |
 BT2134| CY8730 BYRD RM 1                            29.027 METERS 13543     |
 BT2134| CY8731 BYRD RM 2                            32.072 METERS 25341     |
 BT2134|---------------------------------------------------------------------|
 BT2134
 BT2134                          SUPERSEDED SURVEY CONTROL
 BT2134
 BT2134  NAD 83(1986)-  31 28 59.74159(N)    085 42 42.68119(W) AD(       ) 2
 BT2134  NAD 27      -  31 28 59.13600(N)    085 42 42.90500(W) AD(       ) 2
 BT2134
 BT2134.Superseded values are not recommended for survey control.
 BT2134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2134.See file dsdata.txt to determine how the superseded data were derived.
 BT2134
 BT2134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2235483880(NAD 83)
 BT2134_MARKER: DS = TRIANGULATION STATION DISK
 BT2134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2134
 BT2134  HISTORY     - Date     Condition        Report By
 BT2134  HISTORY     - 1943     MONUMENTED       CGS
 BT2134  HISTORY     - 1965     GOOD             AMS
 BT2134
 BT2134                          STATION DESCRIPTION
 BT2134
 BT2134'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2134'THE STATION IS LOCATED ON THE HIGHEST POINT OF A PINE-COVERED HILL
 BT2134'ABOUT 4-1/2 MILES WNW OF OZARK AND ON LAND OWNED BY RALPH BYRD.
 BT2134'IT IS 40 FEET SW OF AN 18-INCH PINE TREE AND 44 FEET SE OF A
 BT2134'16-INCH PINE TREE (THE ONLY LARGE TREES ON THE HILL).  IT IS
 BT2134'STAMPED BYRD 1943 AND PROJECTS 6 INCHES.
 BT2134'
 BT2134'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2134'DISKS SET IN CONCRETE.
 BT2134'
 BT2134'REFERENCE MARK NO. 1 IS SE OF THE STATION, STAMPED BYRD NO. 1
 BT2134'1943 AND PROJECTS 6 INCHES.
 BT2134'
 BT2134'REFERENCE MARK NO. 2 IS SW OF THE STATION, STAMPED BYRD NO 2 1943
 BT2134'AND PROJECTS 6 INCHES.
 BT2134'
 BT2134'THE AZIMUTH MARK IS 0.4 MILE NNE OF THE STATION, ON THE S SIDE
 BT2134'OF A PICKET FENCE AND IN A CHURCHYARD.  IT IS 33 FEET N OF THE
 BT2134'NW CORNER OF THE CHURCH AND 54 FEET E OF THE CENTER OF THE ROAD.
 BT2134'IT IS STAMPED BYRD 1943, PROJECTS 6 INCHES AND IS WITNESSED BY A
 BT2134'4-INCH SQUARE WHITE WOODEN POST PROJECTING 2-1/2 FEET.  TO
 BT2134'REACH FROM THE STATION RETURN 0.25 MILE TO THE MAIN ROAD, TURN
 BT2134'LEFT AND GO 0.4 MILE TO A CHURCH ON THE RIGHT AND THE MARK.
 BT2134'
 BT2134'TO REACH THE STATION FROM THE JUNCTION OF HIGHWAYS 27, 85 AND
 BT2134'231 AT THE NE CORNER OF THE SQUARE IN OZARK GO WESTERLY ON
 BT2134'HIGHWAYS 27 AND 85 FOR 0.7 MILE.  KEEP RIGHT ON STATE HIGHWAY 27
 BT2134'AND GO 1.65 MILES TO A FORKS AT AN OLD STORE AND HOUSE ON THE
 BT2134'LEFT.  TAKE THE RIGHT FORK (GRADED ROAD) AND GO 1.75 MILES TO
 BT2134'ANOTHER FORKS.  KEEP RIGHT AND GO 1.1 MILES TO BYRDS HOME ON THE
 BT2134'RIGHT AND A GATE INTO THE PASTURE ON THE LEFT.  TURN LEFT
 BT2134'THROUGH THE GATE AND FOLLOW A WOODS ROAD 0.25 MILE TO THE
 BT2134'HIGHEST POINT OF THE HILL AND THE STATION.
 BT2134'
 BT2134'A 37-FOOT TOWER WLL SEE A 74-FOOT LIGHT AT OZARK.
 BT2134'
 BT2134'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT JOHNSON.
 BT2134'
 BT2134'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT ARNOLD.
 BT2134'
 BT2134'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT MIXONS.
 BT2134'
 BT2134'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT RUCKER.
 BT2134'
 BT2134'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT WESLEY.
 BT2134'
 BT2134'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BT2134
 BT2134                          STATION RECOVERY (1965)
 BT2134
 BT2134'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (MGJ)
 BT2134'STATION MK., RM 1 AND 2 FOUND IN GOOD CONDITION.  THE AZ. MK.
 BT2134'WAS NOT FOUND.
 BT2134'
 BT2134'A NEW AZIMUTH MARK WAS ESTABLISHED IN OCTOBER 1965, BY A.M.S.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1457 ***********************************************************************
 BV1457  DESIGNATION -  BYRD
 BV1457  PID         -  BV1457
 BV1457  STATE/COUNTY-  AL/MOBILE
 BV1457  USGS QUAD   -  CITRONELLE WEST (1982)
 BV1457
 BV1457                         *CURRENT SURVEY CONTROL
 BV1457  ___________________________________________________________________
 BV1457* NAD 83(1992)-  31 01 53.36164(N)    088 21 08.92234(W)     ADJUSTED  
 BV1457* NAVD 88     -        82.     (meters)     269.     (feet)  SCALED    
 BV1457  ___________________________________________________________________
 BV1457  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BV1457  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BV1457
 BV1457  HORZ ORDER  -  SECOND
 BV1457
 BV1457.The horizontal coordinates were established by classical geodetic methods
 BV1457.and adjusted by the National Geodetic Survey in December 1992..
 BV1457
 BV1457.The orthometric height was scaled from a topographic map.
 BV1457
 BV1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1457
 BV1457.The geoid height was determined by GEOID03.
 BV1457
 BV1457;                    North         East     Units Scale Factor Converg.
 BV1457;SPC AL W     -   114,656.643   518,615.450   MT  1.00001501   -0 26 22.1
 BV1457;SPC MS E     -   169,867.081   345,906.555   MT  0.99997599   +0 14 52.4
 BV1457;SPC MS E     -   557,305.58  1,134,861.76   sFT  0.99997599   +0 14 52.4
 BV1457;UTM  16      - 3,433,877.205   370,921.000   MT  0.99980552   -0 41 50.3
 BV1457
 BV1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1457!SPC AL W     -   0.99999156  x   1.00001501  =   1.00000657
 BV1457!SPC MS E     -   0.99999156  x   0.99997599  =   0.99996755
 BV1457!UTM  16      -   0.99999156  x   0.99980552  =   0.99979708
 BV1457
 BV1457|---------------------------------------------------------------------|
 BV1457| PID    Reference Object                     Distance      Geod. Az  |
 BV1457|                                                           dddmmss.s |
 BV1457| CG1235 BYRD RM 1                            23.135 METERS 13314     |
 BV1457| BH2046 GARRISON FIRE TOWER                 APPROX. 8.7 KM 1720737.5 |
 BV1457| CG1236 BYRD RM 2                            23.458 METERS 23921     |
 BV1457| CG1234 BYRD AZ MK                                         2925556.4 |
 BV1457|---------------------------------------------------------------------|
 BV1457
 BV1457                          SUPERSEDED SURVEY CONTROL
 BV1457
 BV1457  NAD 83(1986)-  31 01 53.37615(N)    088 21 08.92315(W) AD(       ) 2
 BV1457  NAD 27      -  31 01 52.72000(N)    088 21 08.86900(W) AD(       ) 2
 BV1457
 BV1457.Superseded values are not recommended for survey control.
 BV1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1457.See file dsdata.txt to determine how the superseded data were derived.
 BV1457
 BV1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7092133877(NAD 83)
 BV1457_MARKER: DS = TRIANGULATION STATION DISK
 BV1457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1457
 BV1457  HISTORY     - Date     Condition        Report By
 BV1457  HISTORY     - 1943     MONUMENTED       CGS
 BV1457
 BV1457                          STATION DESCRIPTION
 BV1457
 BV1457'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1457'STATION IS LOCATED IN THE TRIANGLE OF THREE ROADS ABOUT 8 MILES SW
 BV1457'OF CITRONELLE, 56.6 FEET E OF THE PAVED ROAD, 5.0 FEET E OF A
 BV1457'STANDARD REFERENCE POST, 156.5 FEET NE OF THE INTERSECTION OF THE
 BV1457'CROSSROADS. THE DISK IS STAMPED BYRD 1943.
 BV1457'
 BV1457'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1457'SET IN CONCRETE.
 BV1457'
 BV1457'REFERENCE MARK NO.1 IS 75.91 FEET SE OF THE STATION, 1.3 FEET W OF
 BV1457'A WIRE FENCE, 21 FEET E OF A DIRT ROAD. THE DISK IS STAMPED BYRD
 BV1457'NO. 1, 1943.
 BV1457'
 BV1457'REFERENCE MARK NO.2 IS IDENTICAL WITH U.S.G.S. STATION T.T. 57 HO
 BV1457'1941 AND IS 76.97 FEET SW OF THE STATION, 21 FEET E OF THE CENTER
 BV1457'OF THE PAVED ROAD. THE DISK IS STAMPED T.T. 57 HO 1941 ELEVATION
 BV1457'269 FEET ABOVE SEA LEVEL.
 BV1457'
 BV1457'AZIMUTH MARK IS ABOUT 0.25 MILE WNW OF THE STATION, 28 FEET S OF
 BV1457'THE CENTER OF THE ROAD AND 2.6 FEET E OF A STANDARD REFERENCE
 BV1457'POST. THE DISK IS STAMPED BYRD 1943.
 BV1457'
 BV1457'TO REACH THE STATION FROM THE STANDARD OIL STATION ON THE SW CORNER
 BV1457'OF U.S. HIGHWAY 45 AND PAVED ROAD LEADING TO CITRELLE BUSINESS
 BV1457'DISTRICT, GO W ON PAVED ROAD 8.8 MILES TO END OF PAVEMENT AT
 BV1457'CROSSROADS AND STATION ON THE LEFT, TURN RIGHT ON DIRT ROAD AND
 BV1457'GO 0.25 MILE TO AZIMUTH MARK ON THE LEFT SIDE OF THE ROAD.
 BV1457'
 BV1457'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0384 ***********************************************************************
 DH0384  DESIGNATION -  C 1 17
 DH0384  PID         -  DH0384
 DH0384  STATE/COUNTY-  AL/SHELBY
 DH0384  USGS QUAD   -  WILSONVILLE (1980)
 DH0384
 DH0384                         *CURRENT SURVEY CONTROL
 DH0384  ___________________________________________________________________
 DH0384* NAD 83(1986)-  33 11 51.     (N)    086 29 36.     (W)     SCALED    
 DH0384* NAVD 88     -       120.620  (meters)     395.73   (feet)  ADJUSTED  
 DH0384  ___________________________________________________________________
 DH0384  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0384  DYNAMIC HT  -         120.486 (meters)     395.29  (feet)  COMP
 DH0384  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 DH0384
 DH0384  VERT ORDER  -  SECOND    CLASS 0
 DH0384
 DH0384.The horizontal coordinates were scaled from a topographic map and have
 DH0384.an estimated accuracy of +/- 6 seconds.
 DH0384
 DH0384.The orthometric height was determined by differential leveling
 DH0384.and adjusted by the National Geodetic Survey in June 1991..
 DH0384
 DH0384.The geoid height was determined by GEOID03.
 DH0384
 DH0384.The dynamic height is computed by dividing the NAVD 88
 DH0384.geopotential number by the normal gravity value computed on the
 DH0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0384.degrees latitude (g = 980.6199 gals.).
 DH0384
 DH0384.The modeled gravity was interpolated from observed gravity values.
 DH0384
 DH0384;                    North         East    Units  Estimated Accuracy
 DH0384;SPC AL W     -   354,970.      693,860.      MT  (+/- 180 meters Scaled)
 DH0384
 DH0384                          SUPERSEDED SURVEY CONTROL
 DH0384
 DH0384  NGVD 29 (??/??/92)  120.578  (m)          395.60   (f) ADJ UNCH    2 0
 DH0384
 DH0384.Superseded values are not recommended for survey control.
 DH0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0384.See file dsdata.txt to determine how the superseded data were derived.
 DH0384
 DH0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB472732(NAD 83)
 DH0384_MARKER: DB = BENCH MARK DISK
 DH0384_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0384_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0384_STAMPING: 1939 B M C-1-17
 DH0384_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0384+STABILITY: SURFACE MOTION
 DH0384
 DH0384  HISTORY     - Date     Condition        Report By
 DH0384  HISTORY     - 1939     MONUMENTED       USE
 DH0384  HISTORY     - 1949     GOOD             NGS
 DH0384  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0384
 DH0384                          STATION DESCRIPTION
 DH0384
 DH0384'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0384'3.1 MI SW FROM WILSONVILLE.
 DH0384'ABOUT 0.65 MILE SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE WATER TOWER
 DH0384'AT WILSONVILLE, THENCE ABOUT 1.2 MILES SOUTH ALONG A GRAVEL ROAD,
 DH0384'THENCE ABOUT 1.25 MILES SOUTHEAST ALONG A GRAVEL ROAD, AT THE SITE OF
 DH0384'AN OLD FERRY LANDING ON THE COOSA RIVER AND A FISH CAMP, 22 FEET OF
 DH0384'THE CENTER LINE OF THE ROAD, 25.5 FEET WEST OF U S C AND G S B. M. V
 DH0384'278, 19 FEET WEST-SOUTHWEST OF A POWER POLE WITH TRANSFORMER, 100 FEET
 DH0384'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE OLD CAMP HOUSE, 51 FEET
 DH0384'NORTH OF THE ABANDONED ROAD TO FERRY LANDING AND SET IN THE TOP OF A
 DH0384'CONCRETE POST PROJECTING 3 INCHES.  NOTE---BENCH MARK IS CURRENTLY
 DH0384'UNDER THE WATER LEVEL OF LAY LAKE.
 DH0384
 DH0384                          STATION RECOVERY (1975)
 DH0384
 DH0384'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0384'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0240 ***********************************************************************
 BH0240  DESIGNATION -  C 10
 BH0240  PID         -  BH0240
 BH0240  STATE/COUNTY-  AL/MOBILE
 BH0240  USGS QUAD   -  GRAND BAY (1986)
 BH0240
 BH0240                         *CURRENT SURVEY CONTROL
 BH0240  ___________________________________________________________________
 BH0240* NAD 83(1986)-  30 28 35.     (N)    088 20 32.     (W)     SCALED    
 BH0240* NAVD 88     -        26.642  (meters)      87.41   (feet)  ADJUSTED  
 BH0240  ___________________________________________________________________
 BH0240  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0240  DYNAMIC HT  -          26.607 (meters)      87.29  (feet)  COMP
 BH0240  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BH0240
 BH0240  VERT ORDER  -  FIRST     CLASS I
 BH0240
 BH0240.The horizontal coordinates were scaled from a topographic map and have
 BH0240.an estimated accuracy of +/- 6 seconds.
 BH0240
 BH0240.The orthometric height was determined by differential leveling
 BH0240.and adjusted by the National Geodetic Survey in June 1991..
 BH0240
 BH0240.The geoid height was determined by GEOID03.
 BH0240
 BH0240.The dynamic height is computed by dividing the NAVD 88
 BH0240.geopotential number by the normal gravity value computed on the
 BH0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0240.degrees latitude (g = 980.6199 gals.).
 BH0240
 BH0240.The modeled gravity was interpolated from observed gravity values.
 BH0240
 BH0240;                    North         East    Units  Estimated Accuracy
 BH0240;SPC AL W     -    53,110.      519,130.      MT  (+/- 180 meters Scaled)
 BH0240
 BH0240                          SUPERSEDED SURVEY CONTROL
 BH0240
 BH0240  NGVD 29 (??/??/??)   26.599  (m)           87.27   (f) ADJUSTED    1 1
 BH0240
 BH0240.Superseded values are not recommended for survey control.
 BH0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0240.See file dsdata.txt to determine how the superseded data were derived.
 BH0240
 BH0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU711723(NAD 83)
 BH0240_MARKER: DB = BENCH MARK DISK
 BH0240_SETTING: 0 = UNSPECIFIED SETTING
 BH0240_STAMPING: ELEV 87.497 FT 1918 C 10
 BH0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0240
 BH0240  HISTORY     - Date     Condition        Report By
 BH0240  HISTORY     - 1918     MONUMENTED       CGS
 BH0240  HISTORY     - 1968     GOOD             CGS
 BH0240
 BH0240                          STATION DESCRIPTION
 BH0240
 BH0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0240'IN GRAND BAY.
 BH0240'AT GRAND BAY, ABOUT 140 YARDS SOUTHWEST OF THE CROSSING OF STATE
 BH0240'HIGHWAY 188 AND THE LOUISVILLE AND NASHVILLE RAILROAD, IN SECTION 36,
 BH0240'R 4 W, T 6 S, SET VERTICALLY IN THE WEST FACE OF THE BRICK PILLAR AT
 BH0240'THE NORTH EDGE OF THE ENTRANCE TO THE POST OFFICE BUILDING, (A
 BH0240'TWO-STORIED RED BRICK BUILDING), 150 FEET SOUTHEAST OF THE SOUTHEAST
 BH0240'RAIL, 8.5 FEET SOUTHEAST OF THE SOUTHEAST CURB OF STATE HIGHWAY 188,
 BH0240'4.6 FEET ABOVE THE SIDEWALK AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2071 ***********************************************************************
 DH2071  DESIGNATION -  C 100
 DH2071  PID         -  DH2071
 DH2071  STATE/COUNTY-  AL/PICKENS
 DH2071  USGS QUAD   -  GORDO (1983)
 DH2071
 DH2071                         *CURRENT SURVEY CONTROL
 DH2071  ___________________________________________________________________
 DH2071* NAD 83(1986)-  33 20 04.     (N)    087 55 48.     (W)     SCALED    
 DH2071* NAVD 88     -        79.428  (meters)     260.59   (feet)  ADJUSTED  
 DH2071  ___________________________________________________________________
 DH2071  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DH2071  DYNAMIC HT  -          79.341 (meters)     260.30  (feet)  COMP
 DH2071  MODELED GRAV-     979,548.3   (mgal)                       NAVD 88
 DH2071
 DH2071  VERT ORDER  -  SECOND    CLASS 0
 DH2071
 DH2071.The horizontal coordinates were scaled from a topographic map and have
 DH2071.an estimated accuracy of +/- 6 seconds.
 DH2071
 DH2071.The orthometric height was determined by differential leveling
 DH2071.and adjusted by the National Geodetic Survey in June 1991..
 DH2071
 DH2071.The geoid height was determined by GEOID03.
 DH2071
 DH2071.The dynamic height is computed by dividing the NAVD 88
 DH2071.geopotential number by the normal gravity value computed on the
 DH2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2071.degrees latitude (g = 980.6199 gals.).
 DH2071
 DH2071.The modeled gravity was interpolated from observed gravity values.
 DH2071
 DH2071;                    North         East    Units  Estimated Accuracy
 DH2071;SPC AL W     -   369,790.      559,970.      MT  (+/- 180 meters Scaled)
 DH2071
 DH2071                          SUPERSEDED SURVEY CONTROL
 DH2071
 DH2071  NGVD 29 (??/??/92)   79.352  (m)          260.34   (f) ADJ UNCH    2 0
 DH2071
 DH2071.Superseded values are not recommended for survey control.
 DH2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2071.See file dsdata.txt to determine how the superseded data were derived.
 DH2071
 DH2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB134887(NAD 83)
 DH2071_MARKER: DB = BENCH MARK DISK
 DH2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2071_STAMPING: C-100 1935
 DH2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2071+STABILITY: SURFACE MOTION
 DH2071_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2071+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 DH2071
 DH2071  HISTORY     - Date     Condition        Report By
 DH2071  HISTORY     - 1935     MONUMENTED       CGS
 DH2071  HISTORY     - 1946     GOOD             NGS
 DH2071  HISTORY     - 20040412 GOOD             ALHD
 DH2071  HISTORY     - 20050728 GOOD             ALDOT
 DH2071
 DH2071                          STATION DESCRIPTION
 DH2071
 DH2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH2071'1.8 MI W FROM GORDO.
 DH2071'ALONG THE MOBILE AND OHIO RAILROAD, 300 FEET WEST OF MILEPOST 49, 45
 DH2071'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 30 FEET EAST OF A
 DH2071'RAILROAD CROSSING, IN A FENCE CORNER.  NOTE-- MARK IS NOW 1 FOOT SOUTH
 DH2071'OF A WHITE WOODEN WITNESS POST.
 DH2071
 DH2071                          STATION RECOVERY (1946)
 DH2071
 DH2071'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH2071'RECOVERED IN GOOD CONDITION.
 DH2071
 DH2071                          STATION RECOVERY (2004)
 DH2071
 DH2071'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 DH2071'RECOVERED IN GOOD CONDITION.
 DH2071
 DH2071                          STATION RECOVERY (2005)
 DH2071
 DH2071'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DH2071'MARK IS 1.3 FEET SOUTHWEST OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0064 ***********************************************************************
 DJ0064  DESIGNATION -  C 101
 DJ0064  PID         -  DJ0064
 DJ0064  STATE/COUNTY-  AL/LAMAR
 DJ0064  USGS QUAD   -  MILLPORT (1985)
 DJ0064
 DJ0064                         *CURRENT SURVEY CONTROL
 DJ0064  ___________________________________________________________________
 DJ0064* NAD 83(1986)-  33 37 19.     (N)    088 04 21.     (W)     SCALED    
 DJ0064* NAVD 88     -        91.410  (meters)     299.90   (feet)  ADJUSTED  
 DJ0064  ___________________________________________________________________
 DJ0064  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 DJ0064  DYNAMIC HT  -          91.313 (meters)     299.58  (feet)  COMP
 DJ0064  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 DJ0064
 DJ0064  VERT ORDER  -  SECOND    CLASS 0
 DJ0064
 DJ0064.The horizontal coordinates were scaled from a topographic map and have
 DJ0064.an estimated accuracy of +/- 6 seconds.
 DJ0064
 DJ0064.The orthometric height was determined by differential leveling
 DJ0064.and adjusted by the National Geodetic Survey in June 1991..
 DJ0064
 DJ0064.The geoid height was determined by GEOID03.
 DJ0064
 DJ0064.The dynamic height is computed by dividing the NAVD 88
 DJ0064.geopotential number by the normal gravity value computed on the
 DJ0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0064.degrees latitude (g = 980.6199 gals.).
 DJ0064
 DJ0064.The modeled gravity was interpolated from observed gravity values.
 DJ0064
 DJ0064;                    North         East    Units  Estimated Accuracy
 DJ0064;SPC AL W     -   401,740.      546,880.      MT  (+/- 180 meters Scaled)
 DJ0064
 DJ0064                          SUPERSEDED SURVEY CONTROL
 DJ0064
 DJ0064  NGVD 29 (??/??/92)   91.374  (m)          299.78   (f) ADJ UNCH    2 0
 DJ0064
 DJ0064.Superseded values are not recommended for survey control.
 DJ0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0064.See file dsdata.txt to determine how the superseded data were derived.
 DJ0064
 DJ0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC005207(NAD 83)
 DJ0064_MARKER: DB = BENCH MARK DISK
 DJ0064_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0064_SP_SET: CULVERT
 DJ0064_STAMPING: C-101 1935
 DJ0064_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0064
 DJ0064  HISTORY     - Date     Condition        Report By
 DJ0064  HISTORY     - 1935     MONUMENTED       CGS
 DJ0064
 DJ0064                          STATION DESCRIPTION
 DJ0064
 DJ0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ0064'4.2 MI N FROM MILLPORT.
 DJ0064'4.2 MILES NORTH OF SOUTHERN RR STATION AT MILLPORT ALONG STATE HIGHWAY
 DJ0064'NO. 19, 30 FEET NORTHWEST OF CONCRETE HIGHWAY RIGHT-OF-WAY MARKER NO.
 DJ0064'533+266 AND 534+270, IN THE NORTHEAST END OF A LARGE CONCRETE CULVERT
 DJ0064'OVER A CREEK, AT THE NORTH END OF A TANGENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1050 ***********************************************************************
 CO1050  DESIGNATION -  C 103 RESET
 CO1050  PID         -  CO1050
 CO1050  STATE/COUNTY-  AL/GREENE
 CO1050  USGS QUAD   -  WEST GREENE (1970)
 CO1050
 CO1050                         *CURRENT SURVEY CONTROL
 CO1050  ___________________________________________________________________
 CO1050* NAD 83(1986)-  32 52 48.     (N)    088 07 18.     (W)     SCALED    
 CO1050* NAVD 88     -        38.25   (meters)     125.5    (feet)  RESET     
 CO1050  ___________________________________________________________________
 CO1050  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CO1050
 CO1050  VERT ORDER  -  THIRD
 CO1050
 CO1050.The horizontal coordinates were scaled from a topographic map and have
 CO1050.an estimated accuracy of +/- 6 seconds.
 CO1050
 CO1050.The orthometric height was computed from unverified reset data.
 CO1050
 CO1050.The geoid height was determined by GEOID03.
 CO1050
 CO1050;                    North         East    Units  Estimated Accuracy
 CO1050;SPC AL W     -   319,480.      541,830.      MT  (+/- 180 meters Scaled)
 CO1050
 CO1050                          SUPERSEDED SURVEY CONTROL
 CO1050
 CO1050.No superseded survey control is available for this station.
 CO1050
 CO1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB950385(NAD 83)
 CO1050_MARKER: DB = BENCH MARK DISK
 CO1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1050_STAMPING: C 103 1935 RESET 1966
 CO1050_PROJECTION: PROJECTING 15 CENTIMETERS
 CO1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1050+STABILITY: SURFACE MOTION
 CO1050
 CO1050  HISTORY     - Date     Condition        Report By
 CO1050  HISTORY     - 1966     MONUMENTED       CGS
 CO1050
 CO1050                          STATION DESCRIPTION
 CO1050
 CO1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CO1050'2.1 MI NORTH FROM MOUNT HEBRON.
 CO1050'2.1 MILES NORTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 CO1050'FROM MOUNT HEBRON, 2 POLES SOUTH OF POLE NO. 679 AND 25 AT A ROAD
 CO1050'CROSSING, IN THE SOUTHWEST ANGLE OF THE ROAD CROSSING, 57 FT. SOUTH OF
 CO1050'THE SOUTH RAIL, 42 FT. WEST OF THE CENTERLINE OF A NORTH-SOUTH ROAD,
 CO1050'54 FT. NORTH OF THE PROJECTED CENTERLINE OF A ROAD LEADING EAST AND
 CO1050'1 FT. WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, SET IN THE
 CO1050'TOP OF AN 8 INCH CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1522 ***********************************************************************
 CN1522  DESIGNATION -  C 107
 CN1522  PID         -  CN1522
 CN1522  STATE/COUNTY-  AL/PERRY
 CN1522  USGS QUAD   -  MARION NORTH (1983)
 CN1522
 CN1522                         *CURRENT SURVEY CONTROL
 CN1522  ___________________________________________________________________
 CN1522* NAD 83(1986)-  32 38 54.     (N)    087 17 01.     (W)     SCALED    
 CN1522* NAVD 88     -        88.301  (meters)     289.70   (feet)  ADJUSTED  
 CN1522  ___________________________________________________________________
 CN1522  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CN1522  DYNAMIC HT  -          88.199 (meters)     289.37  (feet)  COMP
 CN1522  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 CN1522
 CN1522  VERT ORDER  -  SECOND    CLASS 0
 CN1522
 CN1522.The horizontal coordinates were scaled from a topographic map and have
 CN1522.an estimated accuracy of +/- 6 seconds.
 CN1522
 CN1522.The orthometric height was determined by differential leveling
 CN1522.and adjusted by the National Geodetic Survey in June 1991..
 CN1522
 CN1522.The geoid height was determined by GEOID03.
 CN1522
 CN1522.The dynamic height is computed by dividing the NAVD 88
 CN1522.geopotential number by the normal gravity value computed on the
 CN1522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1522.degrees latitude (g = 980.6199 gals.).
 CN1522
 CN1522.The modeled gravity was interpolated from observed gravity values.
 CN1522
 CN1522;                    North         East    Units  Estimated Accuracy
 CN1522;SPC AL W     -   293,640.      620,300.      MT  (+/- 180 meters Scaled)
 CN1522
 CN1522                          SUPERSEDED SURVEY CONTROL
 CN1522
 CN1522  NGVD 29 (??/??/92)   88.248  (m)          289.53   (f) ADJ UNCH    2 0
 CN1522
 CN1522.Superseded values are not recommended for survey control.
 CN1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1522.See file dsdata.txt to determine how the superseded data were derived.
 CN1522
 CN1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB734123(NAD 83)
 CN1522_MARKER: DB = BENCH MARK DISK
 CN1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1522_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1522_STAMPING: C-107 1935
 CN1522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1522+STABILITY: SURFACE MOTION
 CN1522
 CN1522  HISTORY     - Date     Condition        Report By
 CN1522  HISTORY     - 1935     MONUMENTED       CGS
 CN1522  HISTORY     - 1943     MARK NOT FOUND   NGS
 CN1522
 CN1522                          STATION DESCRIPTION
 CN1522
 CN1522'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN1522'3.7 MI N FROM MARION.
 CN1522'ALONG STATE HIGHWAY 5, 22 FEET EAST OF CENTER LINE OF THE HIGHWAY. IN
 CN1522'A VALLEY 8 FEET NORTH OF A SMALL DRAINAGE DITCH.  10 FEET NORTHEAST OF
 CN1522'EAST HEADWALL OF CONCRETE CULVERT.
 CN1522
 CN1522                          STATION RECOVERY (1943)
 CN1522
 CN1522'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CN1522'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1499 ***********************************************************************
 CN1499  DESIGNATION -  C 108
 CN1499  PID         -  CN1499
 CN1499  STATE/COUNTY-  AL/BIBB
 CN1499  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1499
 CN1499                         *CURRENT SURVEY CONTROL
 CN1499  ___________________________________________________________________
 CN1499* NAD 83(1986)-  32 51 20.     (N)    086 54 48.     (W)     SCALED    
 CN1499* NAVD 88     -       157.099  (meters)     515.42   (feet)  ADJUSTED  
 CN1499  ___________________________________________________________________
 CN1499  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN1499  DYNAMIC HT  -         156.919 (meters)     514.83  (feet)  COMP
 CN1499  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CN1499
 CN1499  VERT ORDER  -  SECOND    CLASS 0
 CN1499
 CN1499.The horizontal coordinates were scaled from a topographic map and have
 CN1499.an estimated accuracy of +/- 6 seconds.
 CN1499
 CN1499.The orthometric height was determined by differential leveling
 CN1499.and adjusted by the National Geodetic Survey in June 1991..
 CN1499
 CN1499.The geoid height was determined by GEOID03.
 CN1499
 CN1499.The dynamic height is computed by dividing the NAVD 88
 CN1499.geopotential number by the normal gravity value computed on the
 CN1499.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1499.degrees latitude (g = 980.6199 gals.).
 CN1499
 CN1499.The modeled gravity was interpolated from observed gravity values.
 CN1499
 CN1499;                    North         East    Units  Estimated Accuracy
 CN1499;SPC AL W     -   316,750.      654,910.      MT  (+/- 180 meters Scaled)
 CN1499
 CN1499                          SUPERSEDED SURVEY CONTROL
 CN1499
 CN1499  NGVD 29 (??/??/92)  157.063  (m)          515.30   (f) ADJ UNCH    2 0
 CN1499
 CN1499.Superseded values are not recommended for survey control.
 CN1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1499.See file dsdata.txt to determine how the superseded data were derived.
 CN1499
 CN1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB081352(NAD 83)
 CN1499_MARKER: DB = BENCH MARK DISK
 CN1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1499_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1499_STAMPING: C-108 1935
 CN1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1499+STABILITY: SURFACE MOTION
 CN1499
 CN1499  HISTORY     - Date     Condition        Report By
 CN1499  HISTORY     - 1935     MONUMENTED       CGS
 CN1499  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1499
 CN1499                          STATION DESCRIPTION
 CN1499
 CN1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN1499'5.6 MI N FROM MAPLESVILLE.
 CN1499'ALONG MOBILE AND OHIO RAILROAD AT SAND MOUNTAIN.  7 RAILS NORTH OF
 CN1499'CROSSING AND 30 FEET WEST CENTER LINE OF TRACKS.  20 FEET EAST OF WEST
 CN1499'PROPERTY LINE.
 CN1499
 CN1499                          STATION RECOVERY (1971)
 CN1499
 CN1499'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1499'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2633 ***********************************************************************
 BG2633  DESIGNATION -  C 11
 BG2633  PID         -  BG2633
 BG2633  STATE/COUNTY-  AL/BALDWIN
 BG2633  USGS QUAD   -  DYAS (1994)
 BG2633
 BG2633                         *CURRENT SURVEY CONTROL
 BG2633  ___________________________________________________________________
 BG2633* NAD 83(1986)-  30 54 17.     (N)    087 44 45.     (W)     SCALED    
 BG2633* NAVD 88     -        61.304  (meters)     201.13   (feet)  ADJUSTED  
 BG2633  ___________________________________________________________________
 BG2633  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BG2633  DYNAMIC HT  -          61.225 (meters)     200.87  (feet)  COMP
 BG2633  MODELED GRAV-     979,356.0   (mgal)                       NAVD 88
 BG2633
 BG2633  VERT ORDER  -  FIRST     CLASS II
 BG2633
 BG2633.The horizontal coordinates were scaled from a topographic map and have
 BG2633.an estimated accuracy of +/- 6 seconds.
 BG2633
 BG2633.The orthometric height was determined by differential leveling
 BG2633.and adjusted by the National Geodetic Survey in June 1991..
 BG2633
 BG2633.The geoid height was determined by GEOID03.
 BG2633
 BG2633.The dynamic height is computed by dividing the NAVD 88
 BG2633.geopotential number by the normal gravity value computed on the
 BG2633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2633.degrees latitude (g = 980.6199 gals.).
 BG2633
 BG2633.The modeled gravity was interpolated from observed gravity values.
 BG2633
 BG2633;                    North         East    Units  Estimated Accuracy
 BG2633;SPC AL W     -   100,320.      576,500.      MT  (+/- 180 meters Scaled)
 BG2633
 BG2633                          SUPERSEDED SURVEY CONTROL
 BG2633
 BG2633  NGVD 29 (??/??/92)   61.262  (m)          200.99   (f) ADJ UNCH    1 2
 BG2633
 BG2633.Superseded values are not recommended for survey control.
 BG2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2633.See file dsdata.txt to determine how the superseded data were derived.
 BG2633
 BG2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV287192(NAD 83)
 BG2633_MARKER: DB = BENCH MARK DISK
 BG2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2633_STAMPING: C 11 1918 ELEV 200.990 FT
 BG2633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2633+STABILITY: SURFACE MOTION
 BG2633
 BG2633  HISTORY     - Date     Condition        Report By
 BG2633  HISTORY     - 1918     MONUMENTED       CGS
 BG2633  HISTORY     - 1955     GOOD             NGS
 BG2633  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BG2633
 BG2633                          STATION DESCRIPTION
 BG2633
 BG2633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2633'2.2 MI NE FROM BAY MINETTE.
 BG2633'ABOUT 2.2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 BG2633'RAILROAD FROM THE STATION AT BAY MINETTE, 222 YARDS SOUTHWEST
 BG2633'OF MILE POST 640, 320 YARDS NORTHEAST OF TRESTLE NO. 182 OVER
 BG2633'MC CURTIN CREEK, ABOUT 200 YARDS SOUTHWEST OF THE TOP OF A
 BG2633'RAILROAD GRADE, SOUTHEAST AND ACROSS TRACK FROM GAP BETWEEN
 BG2633'TWO CUTS, EAST AND DIAGONALLY ACROSS TRACK FROM TELEPHONE POLE
 BG2633'NO. L 10 34F, ABOUT 75 FEET SOUTHEAST OF CENTER LINE OF TRACK,
 BG2633'28 FEET SOUTHEAST OF A FENCE LINE, 15 FEET SOUTHWEST OF AN
 BG2633'OLD ABANDONED DIM ROAD, ABOUT 1 FOOT BELOW LEVEL OF TRACK
 BG2633'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
 BG2633
 BG2633                          STATION RECOVERY (1988)
 BG2633
 BG2633'RECOVERY NOTE BY US POWER SQUADRON 1988 (JNT)
 BG2633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0398 ***********************************************************************
 CO0398  DESIGNATION -  C 110
 CO0398  PID         -  CO0398
 CO0398  STATE/COUNTY-  AL/CHOCTAW
 CO0398  USGS QUAD   -  BUTLER (1986)
 CO0398
 CO0398                         *CURRENT SURVEY CONTROL
 CO0398  ___________________________________________________________________
 CO0398* NAD 83(1986)-  32 05 24.     (N)    088 13 11.     (W)     SCALED    
 CO0398* NAVD 88     -        50.214  (meters)     164.74   (feet)  ADJUSTED  
 CO0398  ___________________________________________________________________
 CO0398  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CO0398  DYNAMIC HT  -          50.156 (meters)     164.55  (feet)  COMP
 CO0398  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CO0398
 CO0398  VERT ORDER  -  SECOND    CLASS 0
 CO0398
 CO0398.The horizontal coordinates were scaled from a topographic map and have
 CO0398.an estimated accuracy of +/- 6 seconds.
 CO0398
 CO0398.The orthometric height was determined by differential leveling
 CO0398.and adjusted by the National Geodetic Survey in June 1991..
 CO0398
 CO0398.The geoid height was determined by GEOID03.
 CO0398
 CO0398.The dynamic height is computed by dividing the NAVD 88
 CO0398.geopotential number by the normal gravity value computed on the
 CO0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0398.degrees latitude (g = 980.6199 gals.).
 CO0398
 CO0398.The modeled gravity was interpolated from observed gravity values.
 CO0398
 CO0398;                    North         East    Units  Estimated Accuracy
 CO0398;SPC AL W     -   231,930.      532,060.      MT  (+/- 180 meters Scaled)
 CO0398
 CO0398                          SUPERSEDED SURVEY CONTROL
 CO0398
 CO0398  NGVD 29 (??/??/92)   50.200  (m)          164.70   (f) ADJ UNCH    2 0
 CO0398
 CO0398.Superseded values are not recommended for survey control.
 CO0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0398.See file dsdata.txt to determine how the superseded data were derived.
 CO0398
 CO0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA849510(NAD 83)
 CO0398_MARKER: DB = BENCH MARK DISK
 CO0398_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0398_SP_SET: CULVERT
 CO0398_STAMPING: C 110 1935
 CO0398_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0398
 CO0398  HISTORY     - Date     Condition        Report By
 CO0398  HISTORY     - 1935     MONUMENTED       CGS
 CO0398  HISTORY     - 1973     MARK NOT FOUND   USGS
 CO0398
 CO0398                          STATION DESCRIPTION
 CO0398
 CO0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0398'IN BUTLER.
 CO0398'STANDARD DISK SET IN CONCRETE CULVERT, STAMPED C 110 1935.  ALONG
 CO0398'HIGHWAY STATE 10 IN NORTH HEADWALL OF CONCRETE CULVERT.  AT THE
 CO0398'NORTHWEST CORNER OF A CEMETERY.
 CO0398
 CO0398                          STATION RECOVERY (1973)
 CO0398
 CO0398'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1848 ***********************************************************************
 CN1848  DESIGNATION -  C 111
 CN1848  PID         -  CN1848
 CN1848  STATE/COUNTY-  AL/DALLAS
 CN1848  USGS QUAD   -  BROWNS (1968)
 CN1848
 CN1848                         *CURRENT SURVEY CONTROL
 CN1848  ___________________________________________________________________
 CN1848* NAD 83(1986)-  32 26 12.     (N)    087 21 58.     (W)     SCALED    
 CN1848* NAVD 88     -        54.258  (meters)     178.01   (feet)  ADJUSTED  
 CN1848  ___________________________________________________________________
 CN1848  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN1848  DYNAMIC HT  -          54.195 (meters)     177.80  (feet)  COMP
 CN1848  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 CN1848
 CN1848  VERT ORDER  -  FIRST     CLASS I
 CN1848
 CN1848.The horizontal coordinates were scaled from a topographic map and have
 CN1848.an estimated accuracy of +/- 6 seconds.
 CN1848
 CN1848.The orthometric height was determined by differential leveling
 CN1848.and adjusted by the National Geodetic Survey in June 1991..
 CN1848.WARNING-Repeat measurements at this control monument indicate possible
 CN1848.vertical movement.
 CN1848
 CN1848.The geoid height was determined by GEOID03.
 CN1848
 CN1848.The dynamic height is computed by dividing the NAVD 88
 CN1848.geopotential number by the normal gravity value computed on the
 CN1848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1848.degrees latitude (g = 980.6199 gals.).
 CN1848
 CN1848.The modeled gravity was interpolated from observed gravity values.
 CN1848
 CN1848;                    North         East    Units  Estimated Accuracy
 CN1848;SPC AL W     -   270,150.      612,590.      MT  (+/- 180 meters Scaled)
 CN1848
 CN1848                          SUPERSEDED SURVEY CONTROL
 CN1848
 CN1848  NGVD 29 (??/??/??)   54.243  (m)          177.96   (f) ADJUSTED    1 1
 CN1848
 CN1848.Superseded values are not recommended for survey control.
 CN1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1848.See file dsdata.txt to determine how the superseded data were derived.
 CN1848
 CN1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA655888(NAD 83)
 CN1848_MARKER: DB = BENCH MARK DISK
 CN1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1848_STAMPING: C 111 1935
 CN1848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1848+STABILITY: SURFACE MOTION
 CN1848
 CN1848  HISTORY     - Date     Condition        Report By
 CN1848  HISTORY     - 1935     MONUMENTED       CGS
 CN1848  HISTORY     - 1968     GOOD             NGS
 CN1848
 CN1848                          STATION DESCRIPTION
 CN1848
 CN1848'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN1848'0.15 MI S FROM BROWNS.
 CN1848'0.15 MILE SOUTH ALONG COUNTY ROAD 23 FROM THE POST OFFICE AT BROWNS,
 CN1848'IN SECTION 22, T 17 N, R 7 E, 74 FEET SOUTHWEST OF THE CENTER OF A
 CN1848'CROSSING OF COUNTY ROAD 23 AND THE TRACK OF THE SOUTHERN RAILWAY
 CN1848'SYSTEM, 0.15 MILE WEST OF MILEPOST 214, 65 FEET WEST OF THE CENTERLINE
 CN1848'OF THE ROAD, 36 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 46
 CN1848'FEET NORTH OF THE NORTHEAST CORNER OF A BUILDING, 9 FEET SOUTH OF A
 CN1848'FENCE, 48.9 FEET WEST OF BENCH MARK A 335 (ALA. GEOD. S.), 1.0 FOOT
 CN1848'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 CN1848'THE TOP OF A CONCRETE POST WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2231 ***********************************************************************
 CN2231  DESIGNATION -  C 112
 CN2231  PID         -  CN2231
 CN2231  STATE/COUNTY-  AL/WILCOX
 CN2231  USGS QUAD   -  KIMBROUGH (1978)
 CN2231
 CN2231                         *CURRENT SURVEY CONTROL
 CN2231  ___________________________________________________________________
 CN2231* NAD 83(1986)-  32 01 45.     (N)    087 33 33.     (W)     SCALED    
 CN2231* NAVD 88     -        25.341  (meters)      83.14   (feet)  ADJUSTED  
 CN2231  ___________________________________________________________________
 CN2231  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CN2231  DYNAMIC HT  -          25.311 (meters)      83.04  (feet)  COMP
 CN2231  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 CN2231
 CN2231  VERT ORDER  -  FIRST     CLASS II
 CN2231
 CN2231.The horizontal coordinates were scaled from a topographic map and have
 CN2231.an estimated accuracy of +/- 6 seconds.
 CN2231
 CN2231.The orthometric height was determined by differential leveling
 CN2231.and adjusted by the National Geodetic Survey in June 1991..
 CN2231
 CN2231.The geoid height was determined by GEOID03.
 CN2231
 CN2231.The dynamic height is computed by dividing the NAVD 88
 CN2231.geopotential number by the normal gravity value computed on the
 CN2231.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2231.degrees latitude (g = 980.6199 gals.).
 CN2231
 CN2231.The modeled gravity was interpolated from observed gravity values.
 CN2231
 CN2231;                    North         East    Units  Estimated Accuracy
 CN2231;SPC AL W     -   224,960.      594,410.      MT  (+/- 180 meters Scaled)
 CN2231
 CN2231                          SUPERSEDED SURVEY CONTROL
 CN2231
 CN2231  NGVD 29 (??/??/92)   25.304  (m)           83.02   (f) ADJ UNCH    1 2
 CN2231
 CN2231.Superseded values are not recommended for survey control.
 CN2231.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2231.See file dsdata.txt to determine how the superseded data were derived.
 CN2231
 CN2231_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA472438(NAD 83)
 CN2231_MARKER: DB = BENCH MARK DISK
 CN2231_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2231_SP_SET: CONCRETE FOOTING
 CN2231_STAMPING: C-112 1935
 CN2231_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2231
 CN2231  HISTORY     - Date     Condition        Report By
 CN2231  HISTORY     - 1935     MONUMENTED       CGS
 CN2231  HISTORY     - 1974     MARK NOT FOUND   NGS
 CN2231
 CN2231                          STATION DESCRIPTION
 CN2231
 CN2231'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN2231'IN KIMBROUGH.
 CN2231'ABOUT 60 FEET AT RIGHT ANGLES FROM THE CENTER LINE OF THE TRACK AT A
 CN2231'POINT ABOUT 2 RAILS WEST AND OPPOSITE MILEPOST 774, AND ON A 3 FOOT
 CN2231'SQUARE CONCRETE BLOCK OF THE FOOTING FOR AN OLD ENGINE BASE.
 CN2231
 CN2231                          STATION RECOVERY (1974)
 CN2231
 CN2231'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 CN2231'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0380 ***********************************************************************
 CO0380  DESIGNATION -  C 113
 CO0380  PID         -  CO0380
 CO0380  STATE/COUNTY-  AL/CHOCTAW
 CO0380  USGS QUAD   -  LAND (1974)
 CO0380
 CO0380                         *CURRENT SURVEY CONTROL
 CO0380  ___________________________________________________________________
 CO0380* NAD 83(1986)-  32 04 42.     (N)    088 21 59.     (W)     SCALED    
 CO0380* NAVD 88     -       159.310  (meters)     522.67   (feet)  ADJUSTED  
 CO0380  ___________________________________________________________________
 CO0380  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CO0380  DYNAMIC HT  -         159.124 (meters)     522.06  (feet)  COMP
 CO0380  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 CO0380
 CO0380  VERT ORDER  -  SECOND    CLASS 0
 CO0380
 CO0380.The horizontal coordinates were scaled from a topographic map and have
 CO0380.an estimated accuracy of +/- 6 seconds.
 CO0380
 CO0380.The orthometric height was determined by differential leveling
 CO0380.and adjusted by the National Geodetic Survey in June 1991..
 CO0380
 CO0380.The geoid height was determined by GEOID03.
 CO0380
 CO0380.The dynamic height is computed by dividing the NAVD 88
 CO0380.geopotential number by the normal gravity value computed on the
 CO0380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0380.degrees latitude (g = 980.6199 gals.).
 CO0380
 CO0380.The modeled gravity was interpolated from observed gravity values.
 CO0380
 CO0380;                    North         East    Units  Estimated Accuracy
 CO0380;SPC AL W     -   230,740.      518,210.      MT  (+/- 180 meters Scaled)
 CO0380
 CO0380                          SUPERSEDED SURVEY CONTROL
 CO0380
 CO0380  NGVD 29 (??/??/92)  159.300  (m)          522.64   (f) ADJ UNCH    2 0
 CO0380
 CO0380.Superseded values are not recommended for survey control.
 CO0380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0380.See file dsdata.txt to determine how the superseded data were derived.
 CO0380
 CO0380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA710499(NAD 83)
 CO0380_MARKER: DB = BENCH MARK DISK
 CO0380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0380_STAMPING: C 113 1935
 CO0380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0380+STABILITY: SURFACE MOTION
 CO0380
 CO0380  HISTORY     - Date     Condition        Report By
 CO0380  HISTORY     - 1935     MONUMENTED       CGS
 CO0380  HISTORY     - 1973     MARK NOT FOUND   USGS
 CO0380
 CO0380                          STATION DESCRIPTION
 CO0380
 CO0380'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0380'5.2 MI SW FROM RIDERWOOD.
 CO0380'5.2 MILES SOUTHWEST OF STATION AT RIDERWOOD STANDARD DISK, STAMPED C
 CO0380'113 1935 AND SET IN THE TOP OF A CONCRETE POST.  ALONG A WINDING
 CO0380'MOUNTAIN ROAD AT A FORK IN THE ROAD.  LOCATED BETWEEN THE SOUTH AND
 CO0380'WEST FORKS, 60 FEET SOUTHWEST OF THE CENTER OF THE FORK.  1/2 MILE
 CO0380'SOUTH OF A COUNTRY CHURCH.
 CO0380
 CO0380                          STATION RECOVERY (1973)
 CO0380
 CO0380'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0380'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0365 ***********************************************************************
 CO0365  DESIGNATION -  C 114
 CO0365  PID         -  CO0365
 CO0365  STATE/COUNTY-  AL/CHOCTAW
 CO0365  USGS QUAD   -  LAND (1974)
 CO0365
 CO0365                         *CURRENT SURVEY CONTROL
 CO0365  ___________________________________________________________________
 CO0365* NAD 83(1986)-  32 00 42.     (N)    088 19 47.     (W)     SCALED    
 CO0365* NAVD 88     -        56.666  (meters)     185.91   (feet)  ADJUSTED  
 CO0365  ___________________________________________________________________
 CO0365  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CO0365  DYNAMIC HT  -          56.600 (meters)     185.70  (feet)  COMP
 CO0365  MODELED GRAV-     979,470.0   (mgal)                       NAVD 88
 CO0365
 CO0365  VERT ORDER  -  SECOND    CLASS 0
 CO0365
 CO0365.The horizontal coordinates were scaled from a topographic map and have
 CO0365.an estimated accuracy of +/- 6 seconds.
 CO0365
 CO0365.The orthometric height was determined by differential leveling
 CO0365.and adjusted by the National Geodetic Survey in June 1991..
 CO0365
 CO0365.The geoid height was determined by GEOID03.
 CO0365
 CO0365.The dynamic height is computed by dividing the NAVD 88
 CO0365.geopotential number by the normal gravity value computed on the
 CO0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0365.degrees latitude (g = 980.6199 gals.).
 CO0365
 CO0365.The modeled gravity was interpolated from observed gravity values.
 CO0365
 CO0365;                    North         East    Units  Estimated Accuracy
 CO0365;SPC AL W     -   223,320.      521,610.      MT  (+/- 180 meters Scaled)
 CO0365
 CO0365                          SUPERSEDED SURVEY CONTROL
 CO0365
 CO0365  NGVD 29 (??/??/92)   56.64   (m)          185.8    (f) COMPUTED    2 0
 CO0365
 CO0365.Superseded values are not recommended for survey control.
 CO0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0365.See file dsdata.txt to determine how the superseded data were derived.
 CO0365
 CO0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA744425(NAD 83)
 CO0365_MARKER: DB = BENCH MARK DISK
 CO0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0365_STAMPING: C-114 1935
 CO0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0365+STABILITY: SURFACE MOTION
 CO0365
 CO0365  HISTORY     - Date     Condition        Report By
 CO0365  HISTORY     - 1935     MONUMENTED       CGS
 CO0365  HISTORY     - 1940     GOOD             NGS
 CO0365  HISTORY     - 1973     GOOD             USGS
 CO0365
 CO0365                          STATION DESCRIPTION
 CO0365
 CO0365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CO0365'4.1 MI S FROM WEST BUTLER.
 CO0365'4.1 MILES SOUTH OF, ALONG A. T. AND N. R.R. 125 YARDS EAST OF A PUBLIC
 CO0365'ROAD, 30 FEET WEST OF THE CENTER-LINE OF THE ALABAMA, TENNESSEE AND
 CO0365'NORTHERN RAILROAD TRACKS, 1 RAIL SOUTH OF A CROSSING, 1 FOOT NORTH OF
 CO0365'A WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD DISK SET IN THE TOP
 CO0365'OF A CONCRETE POST.
 CO0365
 CO0365                          STATION RECOVERY (1973)
 CO0365
 CO0365'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0365'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0197 ***********************************************************************
 BV0197  DESIGNATION -  C 115
 BV0197  PID         -  BV0197
 BV0197  STATE/COUNTY-  AL/WASHINGTON
 BV0197  USGS QUAD   -  FRUITDALE (1974)
 BV0197
 BV0197                         *CURRENT SURVEY CONTROL
 BV0197  ___________________________________________________________________
 BV0197* NAD 83(1986)-  31 22 13.     (N)    088 25 42.     (W)     SCALED    
 BV0197* NAVD 88     -        60.528  (meters)     198.58   (feet)  POSTED    
 BV0197  ___________________________________________________________________
 BV0197  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BV0197  DYNAMIC HT  -          60.450 (meters)     198.33  (feet)  COMP
 BV0197  MODELED GRAV-     979,415.1   (mgal)                       NAVD 88
 BV0197
 BV0197  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0197
 BV0197.The horizontal coordinates were scaled from a topographic map and have
 BV0197.an estimated accuracy of +/- 6 seconds.
 BV0197
 BV0197.The orthometric height was determined by differential leveling
 BV0197.and adjusted by the National Geodetic Survey in 1992..
 BV0197.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0197.rate of 0.0 thru 1.0 mm/km.
 BV0197
 BV0197.The geoid height was determined by GEOID03.
 BV0197
 BV0197.The dynamic height is computed by dividing the NAVD 88
 BV0197.geopotential number by the normal gravity value computed on the
 BV0197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0197.degrees latitude (g = 980.6199 gals.).
 BV0197
 BV0197.The modeled gravity was interpolated from observed gravity values.
 BV0197
 BV0197;                    North         East    Units  Estimated Accuracy
 BV0197;SPC AL W     -   152,280.      511,690.      MT  (+/- 180 meters Scaled)
 BV0197
 BV0197                          SUPERSEDED SURVEY CONTROL
 BV0197
 BV0197  NGVD 29 (??/??/92)   60.526  (m)          198.58   (f) ADJ UNCH    2 0
 BV0197
 BV0197.Superseded values are not recommended for survey control.
 BV0197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0197.See file dsdata.txt to determine how the superseded data were derived.
 BV0197
 BV0197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV641715(NAD 83)
 BV0197_MARKER: DB = BENCH MARK DISK
 BV0197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0197_STAMPING: C 115 1935
 BV0197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0197+STABILITY: SURFACE MOTION
 BV0197
 BV0197  HISTORY     - Date     Condition        Report By
 BV0197  HISTORY     - 1935     MONUMENTED       CGS
 BV0197
 BV0197                          STATION DESCRIPTION
 BV0197
 BV0197'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BV0197'2.5 MI SE FROM YELLOW PINE.
 BV0197'2.5 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BV0197'STATION AT YELLOW PINE, WASINGTON COUNTY, 150 FEET EAST OF MILE-POST
 BV0197'57, AT A ROAD CROSSING, 45 FEET NORTH OF THE CENTERLINE OF THE TRACK,
 BV0197'AND 20 FEET WEST OF THE CENTERLINE OF THE ROAD, AND SET IN THE TOP OF
 BV0197'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2510 ***********************************************************************
 BG2510  DESIGNATION -  C 115
 BG2510  PID         -  BG2510
 BG2510  STATE/COUNTY-  AL/BALDWIN
 BG2510  USGS QUAD   -  ROBERTSDALE (1985)
 BG2510
 BG2510                         *CURRENT SURVEY CONTROL
 BG2510  ___________________________________________________________________
 BG2510* NAD 83(1986)-  30 34 01.     (N)    087 39 41.     (W)     SCALED    
 BG2510* NAVD 88     -        42.425  (meters)     139.19   (feet)  ADJUSTED  
 BG2510  ___________________________________________________________________
 BG2510  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BG2510  DYNAMIC HT  -          42.370 (meters)     139.01  (feet)  COMP
 BG2510  MODELED GRAV-     979,338.8   (mgal)                       NAVD 88
 BG2510
 BG2510  VERT ORDER  -  SECOND    CLASS 0
 BG2510
 BG2510.The horizontal coordinates were scaled from a topographic map and have
 BG2510.an estimated accuracy of +/- 6 seconds.
 BG2510
 BG2510.The orthometric height was determined by differential leveling
 BG2510.and adjusted by the National Geodetic Survey in June 1991..
 BG2510
 BG2510.The geoid height was determined by GEOID03.
 BG2510
 BG2510.The dynamic height is computed by dividing the NAVD 88
 BG2510.geopotential number by the normal gravity value computed on the
 BG2510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2510.degrees latitude (g = 980.6199 gals.).
 BG2510
 BG2510.The modeled gravity was interpolated from observed gravity values.
 BG2510
 BG2510;                    North         East    Units  Estimated Accuracy
 BG2510;SPC AL W     -    62,860.      584,520.      MT  (+/- 180 meters Scaled)
 BG2510
 BG2510                          SUPERSEDED SURVEY CONTROL
 BG2510
 BG2510  NGVD 29 (??/??/92)   42.34   (m)          138.9    (f) COMPUTED    2 0
 BG2510
 BG2510.Superseded values are not recommended for survey control.
 BG2510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2510.See file dsdata.txt to determine how the superseded data were derived.
 BG2510
 BG2510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU365817(NAD 83)
 BG2510_MARKER: DB = BENCH MARK DISK
 BG2510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2510_STAMPING: C-115 1935
 BG2510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2510+STABILITY: SURFACE MOTION
 BG2510
 BG2510  HISTORY     - Date     Condition        Report By
 BG2510  HISTORY     - 1935     MONUMENTED       CGS
 BG2510  HISTORY     - 1968     MARK NOT FOUND   NGS
 BG2510
 BG2510                          STATION DESCRIPTION
 BG2510
 BG2510'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BG2510'16.9 MI S FROM STAPLETON.
 BG2510'16.9 MILES SOUTH OF L AND N STATION AT STAPLETON ALONG THE U.S.
 BG2510'HIGHWAY 90.  50 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BG2510'AND 6 FEET SOUTH OF PROPERTY LINE.  IN FRONT OF A HOUSE.
 BG2510
 BG2510                          STATION RECOVERY (1968)
 BG2510
 BG2510'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BG2510'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1480 ***********************************************************************
 BU1480  DESIGNATION -  C 116
 BU1480  PID         -  BU1480
 BU1480  STATE/COUNTY-  AL/BALDWIN
 BU1480  USGS QUAD   -  TENSAW (1983)
 BU1480
 BU1480                         *CURRENT SURVEY CONTROL
 BU1480  ___________________________________________________________________
 BU1480* NAD 83(1986)-  31 10 16.     (N)    087 46 42.     (W)     SCALED    
 BU1480* NAVD 88     -        26.686  (meters)      87.55   (feet)  ADJUSTED  
 BU1480  ___________________________________________________________________
 BU1480  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 BU1480  DYNAMIC HT  -          26.652 (meters)      87.44  (feet)  COMP
 BU1480  MODELED GRAV-     979,377.7   (mgal)                       NAVD 88
 BU1480
 BU1480  VERT ORDER  -  SECOND    CLASS 0
 BU1480
 BU1480.The horizontal coordinates were scaled from a topographic map and have
 BU1480.an estimated accuracy of +/- 6 seconds.
 BU1480
 BU1480.The orthometric height was determined by differential leveling
 BU1480.and adjusted by the National Geodetic Survey in June 1991..
 BU1480
 BU1480.The geoid height was determined by GEOID03.
 BU1480
 BU1480.The dynamic height is computed by dividing the NAVD 88
 BU1480.geopotential number by the normal gravity value computed on the
 BU1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1480.degrees latitude (g = 980.6199 gals.).
 BU1480
 BU1480.The modeled gravity was interpolated from observed gravity values.
 BU1480
 BU1480;                    North         East    Units  Estimated Accuracy
 BU1480;SPC AL W     -   129,860.      573,470.      MT  (+/- 180 meters Scaled)
 BU1480
 BU1480                          SUPERSEDED SURVEY CONTROL
 BU1480
 BU1480  NGVD 29 (??/??/92)   26.655  (m)           87.45   (f) ADJ UNCH    2 0
 BU1480
 BU1480.Superseded values are not recommended for survey control.
 BU1480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1480.See file dsdata.txt to determine how the superseded data were derived.
 BU1480
 BU1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV258488(NAD 83)
 BU1480_MARKER: DB = BENCH MARK DISK
 BU1480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1480_SP_SET: CULVERT
 BU1480_STAMPING: C 116 1935
 BU1480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1480
 BU1480  HISTORY     - Date     Condition        Report By
 BU1480  HISTORY     - 1935     MONUMENTED       CGS
 BU1480  HISTORY     - 1955     GOOD             NGS
 BU1480  HISTORY     - 1980     GOOD             LOCSUR
 BU1480
 BU1480                          STATION DESCRIPTION
 BU1480
 BU1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1480'11.2 MI N FROM STOCKTON.
 BU1480'11.2 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE SCHOOL AT STOCKTON,
 BU1480'1.25 MILES SOUTH OF THE BRIDGE OVER HOLLY CREEK, 0.15 MILE NORTHEAST
 BU1480'OF A CONCRETE BRIDGE THAT IS AT THE FOOT OF GRADES, SET IN THE TOP OF
 BU1480'THE SOUTHWEST WALL OF A DROP INLET TO AN 18-INCH PIPE CULVERT, 17 FEET
 BU1480'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 24 FEET NORTH OF
 BU1480'RIGHT-OF-WAY MARKER 590+37 AND ABOUT LEVEL WITH THE HIGHWAY.
 BU1480
 BU1480                          STATION RECOVERY (1980)
 BU1480
 BU1480'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 BU1480'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1635 ***********************************************************************
 BU1635  DESIGNATION -  C 117
 BU1635  PID         -  BU1635
 BU1635  STATE/COUNTY-  AL/CLARKE
 BU1635  USGS QUAD   -  GROVE HILL (1986)
 BU1635
 BU1635                         *CURRENT SURVEY CONTROL
 BU1635  ___________________________________________________________________
 BU1635* NAD 83(1986)-  31 42 19.     (N)    087 46 34.     (W)     SCALED    
 BU1635* NAVD 88     -       154.871  (meters)     508.11   (feet)  ADJUSTED  
 BU1635  ___________________________________________________________________
 BU1635  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BU1635  DYNAMIC HT  -         154.683 (meters)     507.49  (feet)  COMP
 BU1635  MODELED GRAV-     979,418.6   (mgal)                       NAVD 88
 BU1635
 BU1635  VERT ORDER  -  SECOND    CLASS 0
 BU1635
 BU1635.The horizontal coordinates were scaled from a topographic map and have
 BU1635.an estimated accuracy of +/- 6 seconds.
 BU1635
 BU1635.The orthometric height was determined by differential leveling
 BU1635.and adjusted by the National Geodetic Survey in June 1991..
 BU1635
 BU1635.The geoid height was determined by GEOID03.
 BU1635
 BU1635.The dynamic height is computed by dividing the NAVD 88
 BU1635.geopotential number by the normal gravity value computed on the
 BU1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1635.degrees latitude (g = 980.6199 gals.).
 BU1635
 BU1635.The modeled gravity was interpolated from observed gravity values.
 BU1635
 BU1635;                    North         East    Units  Estimated Accuracy
 BU1635;SPC AL W     -   189,080.      573,830.      MT  (+/- 180 meters Scaled)
 BU1635
 BU1635                          SUPERSEDED SURVEY CONTROL
 BU1635
 BU1635  NGVD 29 (??/??/92)  154.84   (m)          508.0    (f) COMPUTED    2 0
 BU1635
 BU1635.Superseded values are not recommended for survey control.
 BU1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1635.See file dsdata.txt to determine how the superseded data were derived.
 BU1635
 BU1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA264080(NAD 83)
 BU1635_MARKER: DB = BENCH MARK DISK
 BU1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1635_STAMPING: C 117 1935
 BU1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1635+STABILITY: SURFACE MOTION
 BU1635
 BU1635  HISTORY     - Date     Condition        Report By
 BU1635  HISTORY     - 1935     MONUMENTED       CGS
 BU1635  HISTORY     - 1951     MARK NOT FOUND   NGS
 BU1635
 BU1635                          STATION DESCRIPTION
 BU1635
 BU1635'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1635'IN GROVE HILL.
 BU1635'AT GROVE HILL, CLARK COUNTY, ON U.S. HWY. 43, 1 BLOCK SOUTHWEST OF THE
 BU1635'HIGH SCHOOL, 1 BLOCK SOUTH OF A FORD GARAGE AT A STREET CROSSING SOUTH
 BU1635'OF A CHURCH, 75 FEET EAST OF THE CENTERLINE OF THE HIGHWAY AND 60 FEET
 BU1635'SOUTH OF THE CENTERLINE OF THE STREET.  A STANDARD DISK, STAMPED C 117
 BU1635'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0188 ***********************************************************************
 BV0188  DESIGNATION -  C 118
 BV0188  PID         -  BV0188
 BV0188  STATE/COUNTY-  AL/WASHINGTON
 BV0188  USGS QUAD   -  WAGARVILLE (1982)
 BV0188
 BV0188                         *CURRENT SURVEY CONTROL
 BV0188  ___________________________________________________________________
 BV0188* NAD 83(1986)-  31 26 46.     (N)    088 03 32.     (W)     SCALED    
 BV0188* NAVD 88     -        21.180  (meters)      69.49   (feet)  ADJUSTED  
 BV0188  ___________________________________________________________________
 BV0188  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BV0188  DYNAMIC HT  -          21.154 (meters)      69.40  (feet)  COMP
 BV0188  MODELED GRAV-     979,421.8   (mgal)                       NAVD 88
 BV0188
 BV0188  VERT ORDER  -  FIRST     CLASS II
 BV0188
 BV0188.The horizontal coordinates were scaled from a topographic map and have
 BV0188.an estimated accuracy of +/- 6 seconds.
 BV0188
 BV0188.The orthometric height was determined by differential leveling
 BV0188.and adjusted by the National Geodetic Survey in June 1991..
 BV0188
 BV0188.The geoid height was determined by GEOID03.
 BV0188
 BV0188.The dynamic height is computed by dividing the NAVD 88
 BV0188.geopotential number by the normal gravity value computed on the
 BV0188.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0188.degrees latitude (g = 980.6199 gals.).
 BV0188
 BV0188.The modeled gravity was interpolated from observed gravity values.
 BV0188
 BV0188;                    North         East    Units  Estimated Accuracy
 BV0188;SPC AL W     -   160,450.      546,880.      MT  (+/- 180 meters Scaled)
 BV0188
 BV0188                          SUPERSEDED SURVEY CONTROL
 BV0188
 BV0188  NGVD 29 (??/??/92)   21.17   (m)           69.5    (f) COMPUTED    1 2
 BV0188
 BV0188.Superseded values are not recommended for survey control.
 BV0188.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0188.See file dsdata.txt to determine how the superseded data were derived.
 BV0188
 BV0188_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV993795(NAD 83)
 BV0188_MARKER: DB = BENCH MARK DISK
 BV0188_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0188_SP_SET: CULVERT
 BV0188_STAMPING: C 118 1935
 BV0188_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0188
 BV0188  HISTORY     - Date     Condition        Report By
 BV0188  HISTORY     - 1935     MONUMENTED       CGS
 BV0188  HISTORY     - 1952     GOOD             NGS
 BV0188
 BV0188                          STATION DESCRIPTION
 BV0188
 BV0188'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BV0188'1.7 MI W FROM WAGARVILLE.
 BV0188'ABOUT 1.7 MILES WEST ALONG U.S.HIGHWAY 84 FROM THE JUNCTION OF
 BV0188'U.S.HIGHWAY 43 AT WAGARVILLE, IN THE TOP OF WEST END OF SOUTH HEAD
 BV0188'WALL OF A 24-FOOT CONCRETE CULVERT WITH TWO PARTITIONS, 13 1/2 FEET
 BV0188'SOUTH OF CENTER LINE OF HIGHWAY, 4 FEET EAST OF WEST OF HEAD WALL AND
 BV0188'ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0158 ***********************************************************************
 BV0158  DESIGNATION -  C 119
 BV0158  PID         -  BV0158
 BV0158  STATE/COUNTY-  AL/WASHINGTON
 BV0158  USGS QUAD   -  DEER PARK (1982)
 BV0158
 BV0158                         *CURRENT SURVEY CONTROL
 BV0158  ___________________________________________________________________
 BV0158* NAD 83(1986)-  31 14 03.     (N)    088 19 24.     (W)     SCALED    
 BV0158* NAVD 88     -        44.557  (meters)     146.18   (feet)  POSTED    
 BV0158  ___________________________________________________________________
 BV0158  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BV0158  DYNAMIC HT  -          44.500 (meters)     146.00  (feet)  COMP
 BV0158  MODELED GRAV-     979,394.9   (mgal)                       NAVD 88
 BV0158
 BV0158  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0158
 BV0158.The horizontal coordinates were scaled from a topographic map and have
 BV0158.an estimated accuracy of +/- 6 seconds.
 BV0158
 BV0158.The orthometric height was determined by differential leveling
 BV0158.and adjusted by the National Geodetic Survey in 1992..
 BV0158.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0158.rate of 0.0 thru 1.0 mm/km.
 BV0158
 BV0158.The geoid height was determined by GEOID03.
 BV0158
 BV0158.The dynamic height is computed by dividing the NAVD 88
 BV0158.geopotential number by the normal gravity value computed on the
 BV0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0158.degrees latitude (g = 980.6199 gals.).
 BV0158
 BV0158.The modeled gravity was interpolated from observed gravity values.
 BV0158
 BV0158;                    North         East    Units  Estimated Accuracy
 BV0158;SPC AL W     -   137,110.      521,570.      MT  (+/- 180 meters Scaled)
 BV0158
 BV0158                          SUPERSEDED SURVEY CONTROL
 BV0158
 BV0158.No superseded survey control is available for this station.
 BV0158
 BV0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV739563(NAD 83)
 BV0158_MARKER: DB = BENCH MARK DISK
 BV0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0158_STAMPING: C-119 1940
 BV0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0158+STABILITY: SURFACE MOTION
 BV0158
 BV0158  HISTORY     - Date     Condition        Report By
 BV0158  HISTORY     - 1940     MONUMENTED       CGS
 BV0158
 BV0158                          STATION DESCRIPTION
 BV0158
 BV0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BV0158'1.2 MI NW FROM DEER PARK.
 BV0158'1.2 MILES NORTH-WEST ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 BV0158'STATION AT DEER PARK, 65 FEET SOUTH OF MILE-POST NO. 45, 22 FEET SOUTH
 BV0158'OF THE NORTH END OF BRIDGE NO. 44.98, 6 FEET NORTH-WEST OF A TELEGRAPH
 BV0158'POLE, 25.5 FEET SOUTHWEST OF THE CENTER-LINE OF THE TRACK, 2 FEET
 BV0158'NORTH-EAST OF A WHITE MARKER POST STENCILED 0.1 FOOT HIGH. MARK POURED
 BV0158'IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0008 ***********************************************************************
 BH0008  DESIGNATION -  C 120
 BH0008  PID         -  BH0008
 BH0008  STATE/COUNTY-  AL/MOBILE
 BH0008  USGS QUAD   -  CHUNCHULA (1985)
 BH0008
 BH0008                         *CURRENT SURVEY CONTROL
 BH0008  ___________________________________________________________________
 BH0008* NAD 83(1986)-  30 56 26.     (N)    088 12 32.     (W)     SCALED    
 BH0008* NAVD 88     -        26.667  (meters)      87.49   (feet)  POSTED    
 BH0008  ___________________________________________________________________
 BH0008  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 BH0008  DYNAMIC HT  -          26.630 (meters)      87.37  (feet)  COMP
 BH0008  MODELED GRAV-     979,358.2   (mgal)                       NAVD 88
 BH0008
 BH0008  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0008
 BH0008.The horizontal coordinates were scaled from a topographic map and have
 BH0008.an estimated accuracy of +/- 6 seconds.
 BH0008
 BH0008.The orthometric height was determined by differential leveling
 BH0008.and adjusted by the National Geodetic Survey in 1992..
 BH0008.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0008.rate of 0.0 thru 1.0 mm/km.
 BH0008
 BH0008.The geoid height was determined by GEOID03.
 BH0008
 BH0008.The dynamic height is computed by dividing the NAVD 88
 BH0008.geopotential number by the normal gravity value computed on the
 BH0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0008.degrees latitude (g = 980.6199 gals.).
 BH0008
 BH0008.The modeled gravity was interpolated from observed gravity values.
 BH0008
 BH0008;                    North         East    Units  Estimated Accuracy
 BH0008;SPC AL W     -   104,480.      532,260.      MT  (+/- 180 meters Scaled)
 BH0008
 BH0008                          SUPERSEDED SURVEY CONTROL
 BH0008
 BH0008  NGVD 29 (??/??/??)   26.697  (m)           87.59   (f) ADJUSTED    1 2
 BH0008
 BH0008.Superseded values are not recommended for survey control.
 BH0008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0008.See file dsdata.txt to determine how the superseded data were derived.
 BH0008
 BH0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV845236(NAD 83)
 BH0008_MARKER: DB = BENCH MARK DISK
 BH0008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0008_STAMPING: C-120 1940
 BH0008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0008+STABILITY: SURFACE MOTION
 BH0008
 BH0008  HISTORY     - Date     Condition        Report By
 BH0008  HISTORY     - 1940     MONUMENTED       CGS
 BH0008
 BH0008                          STATION DESCRIPTION
 BH0008
 BH0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BH0008'1.5 MI NW FROM CHUNCHULA.
 BH0008'1.5 MILES NORTH-WEST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH0008'STATION AT CHUNCHULA, 51 FEET NORTH-EAST OF THE CENTER-LINE OF THE
 BH0008'TRACK, 85.6 FEET NORTH OF MILE-POST NO. 20, 1.4 FEET NORTH-EAST OF R/W
 BH0008'FENCE, 39.4 FEET NORTH-WEST OF TELEGRAPH POLE NO. 4273, 0.8 FEET
 BH0008'SOUTH-WEST OF A WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD DISK
 BH0008'STAMPED C-120 1940 AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT
 BH0008'HIGH. MARK WAS POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0488 ***********************************************************************
 BU0488  DESIGNATION -  C 121
 BU0488  PID         -  BU0488
 BU0488  STATE/COUNTY-  AL/LOWNDES
 BU0488  USGS QUAD   -  FORT DEPOSIT (1986)
 BU0488
 BU0488                         *CURRENT SURVEY CONTROL
 BU0488  ___________________________________________________________________
 BU0488* NAD 83(1986)-  31 58 38.     (N)    086 34 57.     (W)     SCALED    
 BU0488* NAVD 88     -       135.047  (meters)     443.07   (feet)  ADJUSTED  
 BU0488  ___________________________________________________________________
 BU0488  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BU0488  DYNAMIC HT  -         134.885 (meters)     442.54  (feet)  COMP
 BU0488  MODELED GRAV-     979,440.1   (mgal)                       NAVD 88
 BU0488
 BU0488  VERT ORDER  -  SECOND    CLASS 0
 BU0488
 BU0488.The horizontal coordinates were scaled from a topographic map and have
 BU0488.an estimated accuracy of +/- 6 seconds.
 BU0488
 BU0488.The orthometric height was determined by differential leveling
 BU0488.and adjusted by the National Geodetic Survey in June 1991..
 BU0488
 BU0488.The geoid height was determined by GEOID03.
 BU0488
 BU0488.The dynamic height is computed by dividing the NAVD 88
 BU0488.geopotential number by the normal gravity value computed on the
 BU0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0488.degrees latitude (g = 980.6199 gals.).
 BU0488
 BU0488.The modeled gravity was interpolated from observed gravity values.
 BU0488
 BU0488;                    North         East    Units  Estimated Accuracy
 BU0488;SPC AL W     -   219,570.      686,720.      MT  (+/- 180 meters Scaled)
 BU0488
 BU0488                          SUPERSEDED SURVEY CONTROL
 BU0488
 BU0488  NGVD 29 (??/??/92)  135.008  (m)          442.94   (f) ADJ UNCH    2 0
 BU0488
 BU0488.Superseded values are not recommended for survey control.
 BU0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0488.See file dsdata.txt to determine how the superseded data were derived.
 BU0488
 BU0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA394379(NAD 83)
 BU0488_MARKER: DB = BENCH MARK DISK
 BU0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0488_SP_SET: SEMAPHORE BASE
 BU0488_STAMPING: C 121 1940
 BU0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0488
 BU0488  HISTORY     - Date     Condition        Report By
 BU0488  HISTORY     - 1940     MONUMENTED       CGS
 BU0488
 BU0488                          STATION DESCRIPTION
 BU0488
 BU0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BU0488'0.5 MI S FROM FORT DEPOSIT.
 BU0488'0.5 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU0488'STATION AT FORT DEPOSIT, LOWNDES COUNTY, ONE POLE SOUTH OF MILEPOST
 BU0488'521, 21.2 FEET SOUTH OF SEMAPHORE 5211, 19.6 FEET WEST OF SEMAPHORE
 BU0488'5212, AT A ROUND SEMAPHORE SWITCHBOX, IN THE TOP OF THE NORTHWEST SIDE
 BU0488'OF THE BASE, AND 10 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 BU0488'STANDARD DISK, STAMPED C 121 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1189 ***********************************************************************
 BT1189  DESIGNATION -  C 122
 BT1189  PID         -  BT1189
 BT1189  STATE/COUNTY-  AL/GENEVA
 BT1189  USGS QUAD   -  MALVERN (1981)
 BT1189
 BT1189                         *CURRENT SURVEY CONTROL
 BT1189  ___________________________________________________________________
 BT1189* NAD 83(1986)-  31 08 24.     (N)    085 30 05.     (W)     SCALED    
 BT1189* NAVD 88     -        88.946  (meters)     291.82   (feet)  ADJUSTED  
 BT1189  ___________________________________________________________________
 BT1189  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BT1189  DYNAMIC HT  -          88.834 (meters)     291.45  (feet)  COMP
 BT1189  MODELED GRAV-     979,378.8   (mgal)                       NAVD 88
 BT1189
 BT1189  VERT ORDER  -  SECOND    CLASS 0
 BT1189
 BT1189.The horizontal coordinates were scaled from a topographic map and have
 BT1189.an estimated accuracy of +/- 6 seconds.
 BT1189
 BT1189.The orthometric height was determined by differential leveling
 BT1189.and adjusted by the National Geodetic Survey in June 1991..
 BT1189
 BT1189.The geoid height was determined by GEOID03.
 BT1189
 BT1189.The dynamic height is computed by dividing the NAVD 88
 BT1189.geopotential number by the normal gravity value computed on the
 BT1189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1189.degrees latitude (g = 980.6199 gals.).
 BT1189
 BT1189.The modeled gravity was interpolated from observed gravity values.
 BT1189
 BT1189;                    North         East    Units  Estimated Accuracy
 BT1189;SPC AL E     -    71,000.      231,660.      MT  (+/- 180 meters Scaled)
 BT1189
 BT1189                          SUPERSEDED SURVEY CONTROL
 BT1189
 BT1189  NGVD 29 (??/??/92)   89.038  (m)          292.12   (f) ADJ UNCH    2 0
 BT1189
 BT1189.Superseded values are not recommended for survey control.
 BT1189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1189.See file dsdata.txt to determine how the superseded data were derived.
 BT1189
 BT1189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV428460(NAD 83)
 BT1189_MARKER: DB = BENCH MARK DISK
 BT1189_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT1189_SP_SET: CULVERT
 BT1189_STAMPING: C 122 1940
 BT1189_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1189
 BT1189  HISTORY     - Date     Condition        Report By
 BT1189  HISTORY     - 1940     MONUMENTED       CGS
 BT1189  HISTORY     - 1955     GOOD             NGS
 BT1189  HISTORY     - 1965     GOOD             DMA
 BT1189
 BT1189                          STATION DESCRIPTION
 BT1189
 BT1189'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BT1189'1.2 MI NE FROM MALVERN.
 BT1189'ABOUT 1.15 MILES NORTHEAST ALONG THE HARTFORD AND SLOCOMB RAILROAD
 BT1189'FROM THE WEST ONE OF TWO BLACK TOP ROAD CROSSINGS AT MALVERN, ABOUT
 BT1189'0.1 MILE NORTHEAST OF A NORTH-SOUTH ROAD CROSSING, ABOUT 0.15 MILE
 BT1189'NORTHEAST OF MILE POST S 389, AT AN 18-INCH CONCRETE PIPE CULVERT,
 BT1189'IN THE TOP OF THE NORTHWEST END OF PIPE, 13 1/2 FEET NORTHWEST OF
 BT1189'NORTHWEST RAIL, 0.6 FOOT SOUTHEAST OF NORTHWEST END OF PIPE AND
 BT1189'ABOUT 3 FEET BELOW LEVEL OF TRACK.
 BT1189
 BT1189                          STATION RECOVERY (1965)
 BT1189
 BT1189'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1189'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1823 ***********************************************************************
 DG1823  DESIGNATION -  C 123
 DG1823  PID         -  DG1823
 DG1823  STATE/COUNTY-  AL/CLEBURNE
 DG1823  USGS QUAD   -  ROSS MOUNTAIN (1983)
 DG1823
 DG1823                         *CURRENT SURVEY CONTROL
 DG1823  ___________________________________________________________________
 DG1823* NAD 83(1986)-  33 30 04.     (N)    085 36 37.     (W)     SCALED    
 DG1823* NAVD 88     -       281.413  (meters)     923.27   (feet)  ADJUSTED  
 DG1823  ___________________________________________________________________
 DG1823  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1823  DYNAMIC HT  -         281.102 (meters)     922.25  (feet)  COMP
 DG1823  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 DG1823
 DG1823  VERT ORDER  -  SECOND    CLASS 0
 DG1823
 DG1823.The horizontal coordinates were scaled from a topographic map and have
 DG1823.an estimated accuracy of +/- 6 seconds.
 DG1823
 DG1823.The orthometric height was determined by differential leveling
 DG1823.and adjusted by the National Geodetic Survey in June 1991..
 DG1823
 DG1823.Photographs are available for this station.
 DG1823
 DG1823.The geoid height was determined by GEOID03.
 DG1823
 DG1823.The dynamic height is computed by dividing the NAVD 88
 DG1823.geopotential number by the normal gravity value computed on the
 DG1823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1823.degrees latitude (g = 980.6199 gals.).
 DG1823
 DG1823.The modeled gravity was interpolated from observed gravity values.
 DG1823
 DG1823;                    North         East    Units  Estimated Accuracy
 DG1823;SPC AL E     -   332,790.      220,730.      MT  (+/- 180 meters Scaled)
 DG1823
 DG1823                          SUPERSEDED SURVEY CONTROL
 DG1823
 DG1823  NGVD 29 (??/??/92)  281.351  (m)          923.07   (f) ADJ UNCH    2 0
 DG1823
 DG1823.Superseded values are not recommended for survey control.
 DG1823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1823.See file dsdata.txt to determine how the superseded data were derived.
 DG1823
 DG1823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC290077(NAD 83)
 DG1823_MARKER: DB = BENCH MARK DISK
 DG1823_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1823_SP_SET: CATCH BASIN
 DG1823_STAMPING: C 123 1941
 DG1823_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1823
 DG1823  HISTORY     - Date     Condition        Report By
 DG1823  HISTORY     - 1941     MONUMENTED       CGS
 DG1823  HISTORY     - 1948     GOOD             NGS
 DG1823
 DG1823                          STATION DESCRIPTION
 DG1823
 DG1823'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1823'2.2 MI SE FROM HOLLIS SCHOOL.
 DG1823'ABOUT 1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM THE
 DG1823'INTERSECTION OF STATE HIGHWAY 9 AT HOLLIS SCHOOL, THENCE ABOUT
 DG1823'0.25 MILE SOUTH AND SOUTHEAST ALONG THE OLD HIGHWAY GRADE (A
 DG1823'GRADED GRAVEL ROAD), AT A CURVE WITH TANGENTS NORTH AND EAST AND
 DG1823'AT A 10-FOOT BENCH CUT ON THE NORTH SIDE OF THE ROAD, ACROSS THE
 DG1823'ROAD FROM THE APPROXIMATE CENTER OF A ROW OF WOODEN GUARD RAIL
 DG1823'POSTS, SET IN THE TOP OF THE CENTER OF THE NORTH WALL OF A 2.5
 DG1823'BY 4.5 FEET CONCRETE CATCH BASIN FOR AN 18-INCH PIPE CULVERT,
 DG1823'21 FEET NORTH OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF
 DG1823'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1617 ***********************************************************************
 BU1617  DESIGNATION -  C 125
 BU1617  PID         -  BU1617
 BU1617  STATE/COUNTY-  AL/CLARKE
 BU1617  USGS QUAD   -  JACKSON (1986)
 BU1617
 BU1617                         *CURRENT SURVEY CONTROL
 BU1617  ___________________________________________________________________
 BU1617* NAD 83(1986)-  31 32 33.     (N)    087 55 02.     (W)     SCALED    
 BU1617* NAVD 88     -        83.431  (meters)     273.72   (feet)  ADJUSTED  
 BU1617  ___________________________________________________________________
 BU1617  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BU1617  DYNAMIC HT  -          83.329 (meters)     273.39  (feet)  COMP
 BU1617  MODELED GRAV-     979,416.1   (mgal)                       NAVD 88
 BU1617
 BU1617  VERT ORDER  -  SECOND    CLASS 0
 BU1617
 BU1617.The horizontal coordinates were scaled from a topographic map and have
 BU1617.an estimated accuracy of +/- 6 seconds.
 BU1617
 BU1617.The orthometric height was determined by differential leveling
 BU1617.and adjusted by the National Geodetic Survey in June 1991..
 BU1617
 BU1617.The geoid height was determined by GEOID03.
 BU1617
 BU1617.The dynamic height is computed by dividing the NAVD 88
 BU1617.geopotential number by the normal gravity value computed on the
 BU1617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1617.degrees latitude (g = 980.6199 gals.).
 BU1617
 BU1617.The modeled gravity was interpolated from observed gravity values.
 BU1617
 BU1617;                    North         East    Units  Estimated Accuracy
 BU1617;SPC AL W     -   171,070.      560,380.      MT  (+/- 180 meters Scaled)
 BU1617
 BU1617                          SUPERSEDED SURVEY CONTROL
 BU1617
 BU1617  NGVD 29 (??/??/92)   83.420  (m)          273.69   (f) ADJ UNCH    2 0
 BU1617
 BU1617.Superseded values are not recommended for survey control.
 BU1617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1617.See file dsdata.txt to determine how the superseded data were derived.
 BU1617
 BU1617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV129900(NAD 83)
 BU1617_MARKER: DB = BENCH MARK DISK
 BU1617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1617_STAMPING: C 125 1943
 BU1617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1617+STABILITY: SURFACE MOTION
 BU1617
 BU1617  HISTORY     - Date     Condition        Report By
 BU1617  HISTORY     - 1943     MONUMENTED       CGS
 BU1617  HISTORY     - 1951     GOOD             NGS
 BU1617
 BU1617                          STATION DESCRIPTION
 BU1617
 BU1617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1617'2.95 MI NW FROM JACKSON.
 BU1617'0.85 MILE NORTHEAST AND NORTH ALONG STATE HIGHWAY 5 FROM THE POST
 BU1617'OFFICE AT JACKSON, THENCE ABOUT 1.6 MILES NORTHWEST ALONG A BLACK TOP
 BU1617'ROAD LEADING TO COFFEEVILLE, THENCE ABOUT 0.25 MILE WEST ALONG A
 BU1617'GRAVEL ROAD, THENCE ABOUT 0.25 MILE NORTH ALONG A GRAVEL ROAD, 37 FEET
 BU1617'WEST OF CENTER LINE OF ROAD, 65 FEET SOUTHEAST OF SOUTHEAST PORCH
 BU1617'CORNER OF A NEW FARM HOUSE, 20 FEET SOUTHWEST OF A 30-INCH OAK TREE, 2
 BU1617'FEET NORTH OF A FENCE LINE, 3 1/2 FEET NORTHWEST OF A FENCE CORNER, 1
 BU1617'1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD
 BU1617'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0179 ***********************************************************************
 BU0179  DESIGNATION -  C 126
 BU0179  PID         -  BU0179
 BU0179  STATE/COUNTY-  AL/CRENSHAW
 BU0179  USGS QUAD   -  FULLERS CROSSROADS (1971)
 BU0179
 BU0179                         *CURRENT SURVEY CONTROL
 BU0179  ___________________________________________________________________
 BU0179* NAD 83(1986)-  31 48 10.     (N)    086 18 26.     (W)     SCALED    
 BU0179* NAVD 88     -       143.111  (meters)     469.52   (feet)  ADJUSTED  
 BU0179  ___________________________________________________________________
 BU0179  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BU0179  DYNAMIC HT  -         142.941 (meters)     468.97  (feet)  COMP
 BU0179  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 BU0179
 BU0179  VERT ORDER  -  SECOND    CLASS 0
 BU0179
 BU0179.The horizontal coordinates were scaled from a topographic map and have
 BU0179.an estimated accuracy of +/- 6 seconds.
 BU0179
 BU0179.The orthometric height was determined by differential leveling
 BU0179.and adjusted by the National Geodetic Survey in June 1991..
 BU0179
 BU0179.The geoid height was determined by GEOID03.
 BU0179
 BU0179.The dynamic height is computed by dividing the NAVD 88
 BU0179.geopotential number by the normal gravity value computed on the
 BU0179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0179.degrees latitude (g = 980.6199 gals.).
 BU0179
 BU0179.The modeled gravity was interpolated from observed gravity values.
 BU0179
 BU0179;                    North         East    Units  Estimated Accuracy
 BU0179;SPC AL E     -   144,530.      155,130.      MT  (+/- 180 meters Scaled)
 BU0179
 BU0179                          SUPERSEDED SURVEY CONTROL
 BU0179
 BU0179  NGVD 29 (??/??/92)  143.095  (m)          469.47   (f) ADJ UNCH    2 0
 BU0179
 BU0179.Superseded values are not recommended for survey control.
 BU0179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0179.See file dsdata.txt to determine how the superseded data were derived.
 BU0179
 BU0179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA655187(NAD 83)
 BU0179_MARKER: DB = BENCH MARK DISK
 BU0179_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0179_SP_SET: CULVERT
 BU0179_STAMPING: C 126 1943
 BU0179_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0179
 BU0179  HISTORY     - Date     Condition        Report By
 BU0179  HISTORY     - 1943     MONUMENTED       CGS
 BU0179
 BU0179                          STATION DESCRIPTION
 BU0179
 BU0179'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0179'6.8 MI N FROM LUVERNE.
 BU0179'6.3 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 BU0179'LUVERNE, CRENSHAW COUNTY, 175 FEET NORTH OF A SMALL FARMHOUSE, AT AN
 BU0179'18-INCH PIPE-CULVERT UNDER THE HIGHWAY, IN THE SOUTH CORNER OF THE
 BU0179'WEST HEAD WALL, 27 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 1.3
 BU0179'FEET NORTH OF THE SOUTH END OF THE HEAD WALL, 14.3 FEET EAST OF A
 BU0179'FENCE, AND ABOUT 4 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 BU0179'STAMPED C 126 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0558 ***********************************************************************
 BU0558  DESIGNATION -  C 127
 BU0558  PID         -  BU0558
 BU0558  STATE/COUNTY-  AL/BUTLER
 BU0558  USGS QUAD   -  MC KENZIE (1986)
 BU0558
 BU0558                         *CURRENT SURVEY CONTROL
 BU0558  ___________________________________________________________________
 BU0558* NAD 83(1986)-  31 34 56.     (N)    086 40 20.     (W)     SCALED    
 BU0558* NAVD 88     -        83.678  (meters)     274.53   (feet)  ADJUSTED  
 BU0558  ___________________________________________________________________
 BU0558  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BU0558  DYNAMIC HT  -          83.578 (meters)     274.21  (feet)  COMP
 BU0558  MODELED GRAV-     979,438.5   (mgal)                       NAVD 88
 BU0558
 BU0558  VERT ORDER  -  SECOND    CLASS 0
 BU0558
 BU0558.The horizontal coordinates were scaled from a topographic map and have
 BU0558.an estimated accuracy of +/- 6 seconds.
 BU0558
 BU0558.The orthometric height was determined by differential leveling
 BU0558.and adjusted by the National Geodetic Survey in June 1991..
 BU0558
 BU0558.The geoid height was determined by GEOID03.
 BU0558
 BU0558.The dynamic height is computed by dividing the NAVD 88
 BU0558.geopotential number by the normal gravity value computed on the
 BU0558.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0558.degrees latitude (g = 980.6199 gals.).
 BU0558
 BU0558.The modeled gravity was interpolated from observed gravity values.
 BU0558
 BU0558;                    North         East    Units  Estimated Accuracy
 BU0558;SPC AL W     -   175,700.      678,570.      MT  (+/- 180 meters Scaled)
 BU0558
 BU0558                          SUPERSEDED SURVEY CONTROL
 BU0558
 BU0558  NGVD 29 (??/??/92)   83.679  (m)          274.54   (f) ADJ UNCH    2 0
 BU0558
 BU0558.Superseded values are not recommended for survey control.
 BU0558.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0558.See file dsdata.txt to determine how the superseded data were derived.
 BU0558
 BU0558_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV311941(NAD 83)
 BU0558_MARKER: DB = BENCH MARK DISK
 BU0558_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0558_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0558_STAMPING: C-127 1943
 BU0558_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0558+STABILITY: SURFACE MOTION
 BU0558
 BU0558  HISTORY     - Date     Condition        Report By
 BU0558  HISTORY     - 1943     MONUMENTED       CGS
 BU0558  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0558
 BU0558                          STATION DESCRIPTION
 BU0558
 BU0558'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0558'1.2 MI E FROM RHODES.
 BU0558'1.2 MILES EAST ALONG THE COUNTY ROAD FROM THE STATION AT RHODES, SET
 BU0558'IN THE SUMMIT OF A SMALL HILL SLOPING TO THE SOUTH, 21.7 FEET EAST OF
 BU0558'THE CENTER-LINE OF THE ROAD, 13 FEET SOUTH OF THE CENTER-LINE OF A
 BU0558'FAINT WAGON ROAD LEADING EAST TO A FARM HOUSE, 15.7 FEET NORTH OF AN
 BU0558'18-INCH OAK TREE WITH A TRIANGULAR BLAZE ON THE WEST SIDE OF TREE.
 BU0558'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 BU0558'FOOT ABOVE THE GROUND.
 BU0558
 BU0558                          STATION RECOVERY (1969)
 BU0558
 BU0558'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0558'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0461 ***********************************************************************
 BU0461  DESIGNATION -  C 128
 BU0461  PID         -  BU0461
 BU0461  STATE/COUNTY-  AL/CONECUH
 BU0461  USGS QUAD   -  BROOKLYN (1982)
 BU0461
 BU0461                         *CURRENT SURVEY CONTROL
 BU0461  ___________________________________________________________________
 BU0461* NAD 83(1986)-  31 20 59.     (N)    086 48 28.     (W)     SCALED    
 BU0461* NAVD 88     -        69.102  (meters)     226.71   (feet)  ADJUSTED  
 BU0461  ___________________________________________________________________
 BU0461  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BU0461  DYNAMIC HT  -          69.016 (meters)     226.43  (feet)  COMP
 BU0461  MODELED GRAV-     979,405.2   (mgal)                       NAVD 88
 BU0461
 BU0461  VERT ORDER  -  SECOND    CLASS 0
 BU0461
 BU0461.The horizontal coordinates were scaled from a topographic map and have
 BU0461.an estimated accuracy of +/- 6 seconds.
 BU0461
 BU0461.The orthometric height was determined by differential leveling
 BU0461.and adjusted by the National Geodetic Survey in June 1991..
 BU0461
 BU0461.The geoid height was determined by GEOID03.
 BU0461
 BU0461.The dynamic height is computed by dividing the NAVD 88
 BU0461.geopotential number by the normal gravity value computed on the
 BU0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0461.degrees latitude (g = 980.6199 gals.).
 BU0461
 BU0461.The modeled gravity was interpolated from observed gravity values.
 BU0461
 BU0461;                    North         East    Units  Estimated Accuracy
 BU0461;SPC AL W     -   149,830.      665,860.      MT  (+/- 180 meters Scaled)
 BU0461
 BU0461                          SUPERSEDED SURVEY CONTROL
 BU0461
 BU0461  NGVD 29 (??/??/92)   69.120  (m)          226.77   (f) ADJ UNCH    2 0
 BU0461
 BU0461.Superseded values are not recommended for survey control.
 BU0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0461.See file dsdata.txt to determine how the superseded data were derived.
 BU0461
 BU0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV182683(NAD 83)
 BU0461_MARKER: DB = BENCH MARK DISK
 BU0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0461_STAMPING: C-128 1943
 BU0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0461+STABILITY: SURFACE MOTION
 BU0461
 BU0461  HISTORY     - Date     Condition        Report By
 BU0461  HISTORY     - 1943     MONUMENTED       CGS
 BU0461
 BU0461                          STATION DESCRIPTION
 BU0461
 BU0461'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0461'6.1 MI SW FROM MT UNION.
 BU0461'6.1 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE SCHOOL AT MT.
 BU0461'UNION, SET IN THE POINT OF THE Y ROAD, 55 FEET NORTHEAST OF THE
 BU0461'CENTER-LINE OF STATE HIGHWAY NO. 83, 32 FEET SOUTH OF THE CENTER-LINE
 BU0461'OF THE ROAD LEADING EAST, 31.6 FEET EAST OF THE TELEPHONE POLE, 2 FEET
 BU0461'NORTH OF THE REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE
 BU0461'POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0675 ***********************************************************************
 CM0675  DESIGNATION -  C 13
 CM0675  PID         -  CM0675
 CM0675  STATE/COUNTY-  AL/LEE
 CM0675  USGS QUAD   -  AUBURN (1983)
 CM0675
 CM0675                         *CURRENT SURVEY CONTROL
 CM0675  ___________________________________________________________________
 CM0675* NAD 83(1986)-  32 36 24.     (N)    085 28 57.     (W)     SCALED    
 CM0675* NAVD 88     -       216.291  (meters)     709.61   (feet)  ADJUSTED  
 CM0675  ___________________________________________________________________
 CM0675  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CM0675  DYNAMIC HT  -         216.036 (meters)     708.78  (feet)  COMP
 CM0675  MODELED GRAV-     979,452.1   (mgal)                       NAVD 88
 CM0675
 CM0675  VERT ORDER  -  FIRST     CLASS II
 CM0675
 CM0675.The horizontal coordinates were scaled from a topographic map and have
 CM0675.an estimated accuracy of +/- 6 seconds.
 CM0675
 CM0675.The orthometric height was determined by differential leveling
 CM0675.and adjusted by the National Geodetic Survey in June 1991..
 CM0675
 CM0675.The geoid height was determined by GEOID03.
 CM0675
 CM0675.The dynamic height is computed by dividing the NAVD 88
 CM0675.geopotential number by the normal gravity value computed on the
 CM0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0675.degrees latitude (g = 980.6199 gals.).
 CM0675
 CM0675.The modeled gravity was interpolated from observed gravity values.
 CM0675
 CM0675;                    North         East    Units  Estimated Accuracy
 CM0675;SPC AL E     -   233,630.      232,930.      MT  (+/- 180 meters Scaled)
 CM0675
 CM0675                          SUPERSEDED SURVEY CONTROL
 CM0675
 CM0675  NGVD 29 (??/??/92)  216.262  (m)          709.52   (f) ADJ UNCH    1 2
 CM0675
 CM0675.Superseded values are not recommended for survey control.
 CM0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0675.See file dsdata.txt to determine how the superseded data were derived.
 CM0675
 CM0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB423087(NAD 83)
 CM0675_MARKER: DB = BENCH MARK DISK
 CM0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0675_STAMPING: 709.520 C 13 1933
 CM0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0675+STABILITY: SURFACE MOTION
 CM0675
 CM0675  HISTORY     - Date     Condition        Report By
 CM0675  HISTORY     - 1933     MONUMENTED       CGS
 CM0675  HISTORY     - 1934     GOOD             NGS
 CM0675  HISTORY     - 1967     MARK NOT FOUND   NGS
 CM0675
 CM0675                          STATION DESCRIPTION
 CM0675
 CM0675'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM0675'AT AUBURN.
 CM0675'AT AUBURN, LEE COUNTY, AT THE ALABAMA POLYTECHNIC INSTITUTE,
 CM0675'SOUTHWEST OF THE INTERSECTION OF COLLEGE STREET AND MAGNOLIA
 CM0675'AVENUE, 62 FEET WEST OF THE CENTERLINE OF THE WEST SIDE OF
 CM0675'COLLEGE STREET, 50 FEET SOUTH OF THE CENTERLINE OF MAGNOLIA
 CM0675'AVENUE, AND 12 FEET WEST OF THE WEST SIDE OF THE BRICK ENTRANCE
 CM0675'TO THE CAMPUS.  A STANDARD DISK, STAMPED 709.520 C 13 1933 AND
 CM0675'SET IN THE TOP OF A CONCRETE POST.
 CM0675
 CM0675                          STATION RECOVERY (1967)
 CM0675
 CM0675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CM0675'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2201 ***********************************************************************
 CN2201  DESIGNATION -  C 130
 CN2201  PID         -  CN2201
 CN2201  STATE/COUNTY-  AL/DALLAS
 CN2201  USGS QUAD   -  ELM BLUFF (1987)
 CN2201
 CN2201                         *CURRENT SURVEY CONTROL
 CN2201  ___________________________________________________________________
 CN2201* NAD 83(1986)-  32 12 26.     (N)    087 01 06.     (W)     SCALED    
 CN2201* NAVD 88     -        47.145  (meters)     154.67   (feet)  ADJUSTED  
 CN2201  ___________________________________________________________________
 CN2201  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CN2201  DYNAMIC HT  -          47.092 (meters)     154.50  (feet)  COMP
 CN2201  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 CN2201
 CN2201  VERT ORDER  -  SECOND    CLASS 0
 CN2201
 CN2201.The horizontal coordinates were scaled from a topographic map and have
 CN2201.an estimated accuracy of +/- 6 seconds.
 CN2201
 CN2201.The orthometric height was determined by differential leveling
 CN2201.and adjusted by the National Geodetic Survey in June 1991..
 CN2201
 CN2201.The geoid height was determined by GEOID03.
 CN2201
 CN2201.The dynamic height is computed by dividing the NAVD 88
 CN2201.geopotential number by the normal gravity value computed on the
 CN2201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2201.degrees latitude (g = 980.6199 gals.).
 CN2201
 CN2201.The modeled gravity was interpolated from observed gravity values.
 CN2201
 CN2201;                    North         East    Units  Estimated Accuracy
 CN2201;SPC AL W     -   244,800.      645,410.      MT  (+/- 180 meters Scaled)
 CN2201
 CN2201                          SUPERSEDED SURVEY CONTROL
 CN2201
 CN2201  NGVD 29 (??/??/92)   47.10   (m)          154.5    (f) COMPUTED    2 0
 CN2201
 CN2201.Superseded values are not recommended for survey control.
 CN2201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2201.See file dsdata.txt to determine how the superseded data were derived.
 CN2201
 CN2201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA982634(NAD 83)
 CN2201_MARKER: DB = BENCH MARK DISK
 CN2201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2201_STAMPING: C 130 1943
 CN2201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2201+STABILITY: SURFACE MOTION
 CN2201
 CN2201  HISTORY     - Date     Condition        Report By
 CN2201  HISTORY     - 1943     MONUMENTED       CGS
 CN2201
 CN2201                          STATION DESCRIPTION
 CN2201
 CN2201'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2201'6.3 MI SW FROM BERLIN.
 CN2201'6.3 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 43 FROM THE POST OFFICE AT
 CN2201'BERLIN, AT THE CROSSING OF A FARM ROAD, 320.0 FEET NORTHEAST OF AN
 CN2201'UNPAINTED FRAME HOUSE, 99.0 FEET SOUTH OF CENTER-LINE OF FARM ROAD,
 CN2201'63.0 FEET NORTHWEST OF CENTER-LINE OF HIGHWAY, 51.0 FEET WEST OF THE
 CN2201'SOUTH END OF A 16 INCH ROUND CONCRETE CULVERT, 2.3 FEET WEST OF
 CN2201'REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 CN2201'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2072 ***********************************************************************
 CN2072  DESIGNATION -  C 132
 CN2072  PID         -  CN2072
 CN2072  STATE/COUNTY-  AL/DALLAS
 CN2072  USGS QUAD   -  TASSO (1987)
 CN2072
 CN2072                         *CURRENT SURVEY CONTROL
 CN2072  ___________________________________________________________________
 CN2072* NAD 83(1986)-  32 11 39.     (N)    087 12 20.     (W)     SCALED    
 CN2072* NAVD 88     -        34.996  (meters)     114.82   (feet)  ADJUSTED  
 CN2072  ___________________________________________________________________
 CN2072  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CN2072  DYNAMIC HT  -          34.957 (meters)     114.69  (feet)  COMP
 CN2072  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 CN2072
 CN2072  VERT ORDER  -  SECOND    CLASS 0
 CN2072
 CN2072.The horizontal coordinates were scaled from a topographic map and have
 CN2072.an estimated accuracy of +/- 6 seconds.
 CN2072
 CN2072.The orthometric height was determined by differential leveling
 CN2072.and adjusted by the National Geodetic Survey in June 1991..
 CN2072
 CN2072.The geoid height was determined by GEOID03.
 CN2072
 CN2072.The dynamic height is computed by dividing the NAVD 88
 CN2072.geopotential number by the normal gravity value computed on the
 CN2072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2072.degrees latitude (g = 980.6199 gals.).
 CN2072
 CN2072.The modeled gravity was interpolated from observed gravity values.
 CN2072
 CN2072;                    North         East    Units  Estimated Accuracy
 CN2072;SPC AL W     -   243,290.      627,760.      MT  (+/- 180 meters Scaled)
 CN2072
 CN2072                          SUPERSEDED SURVEY CONTROL
 CN2072
 CN2072  NGVD 29 (??/??/92)   34.957  (m)          114.69   (f) ADJ UNCH    2 0
 CN2072
 CN2072.Superseded values are not recommended for survey control.
 CN2072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2072.See file dsdata.txt to determine how the superseded data were derived.
 CN2072
 CN2072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA806619(NAD 83)
 CN2072_MARKER: DB = BENCH MARK DISK
 CN2072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2072_STAMPING: C 132 1943
 CN2072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2072+STABILITY: SURFACE MOTION
 CN2072
 CN2072  HISTORY     - Date     Condition        Report By
 CN2072  HISTORY     - 1943     MONUMENTED       CGS
 CN2072  HISTORY     - 1950     GOOD             NGS
 CN2072
 CN2072                          STATION DESCRIPTION
 CN2072
 CN2072'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2072'8.4 MI SE FROM ORRVILLE.
 CN2072'ABOUT 8.4 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO PINE BELT
 CN2072'FROM THE POST OFFICE AT ORRVILLE, 0.4 MILE SOUTHEAST OF A CHURCH,
 CN2072'LOCATED ON THE LAWN OF A TENANT HOUSE, 92 FEET SOUTHWEST OF THE
 CN2072'CENTERLINE OF THE ROAD, 50 FEET NORTHWEST OF A 4-FOOT OAK TREE, 52
 CN2072'FEET NORTH OF THE EAST CORNER OF THE PORCH OF THE HOUSE, 30 FEET
 CN2072'NORTHEAST OF THE NORTH CORNER OF THE PORCH OF THE HOUSE, 14 FEET
 CN2072'NORTHEAST OF A 30-INCH CHINABERRY TREE, ABOUT LEVEL WITH THE LAWN AND
 CN2072'THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1238 ***********************************************************************
 BU1238  DESIGNATION -  C 133
 BU1238  PID         -  BU1238
 BU1238  STATE/COUNTY-  AL/MONROE
 BU1238  USGS QUAD   -  LOWER PEACH TREE (1973)
 BU1238
 BU1238                         *CURRENT SURVEY CONTROL
 BU1238  ___________________________________________________________________
 BU1238* NAD 83(1986)-  31 48 59.     (N)    087 30 36.     (W)     SCALED    
 BU1238* NAVD 88     -        50.120  (meters)     164.44   (feet)  ADJUSTED  
 BU1238  ___________________________________________________________________
 BU1238  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1238  DYNAMIC HT  -          50.060 (meters)     164.24  (feet)  COMP
 BU1238  MODELED GRAV-     979,449.2   (mgal)                       NAVD 88
 BU1238
 BU1238  VERT ORDER  -  SECOND    CLASS 0
 BU1238
 BU1238.The horizontal coordinates were scaled from a topographic map and have
 BU1238.an estimated accuracy of +/- 6 seconds.
 BU1238
 BU1238.The orthometric height was determined by differential leveling
 BU1238.and adjusted by the National Geodetic Survey in June 1991..
 BU1238
 BU1238.The geoid height was determined by GEOID03.
 BU1238
 BU1238.The dynamic height is computed by dividing the NAVD 88
 BU1238.geopotential number by the normal gravity value computed on the
 BU1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1238.degrees latitude (g = 980.6199 gals.).
 BU1238
 BU1238.The modeled gravity was interpolated from observed gravity values.
 BU1238
 BU1238;                    North         East    Units  Estimated Accuracy
 BU1238;SPC AL W     -   201,370.      599,050.      MT  (+/- 180 meters Scaled)
 BU1238
 BU1238                          SUPERSEDED SURVEY CONTROL
 BU1238
 BU1238  NGVD 29 (??/??/92)   50.089  (m)          164.33   (f) ADJ UNCH    2 0
 BU1238
 BU1238.Superseded values are not recommended for survey control.
 BU1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1238.See file dsdata.txt to determine how the superseded data were derived.
 BU1238
 BU1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA517201(NAD 83)
 BU1238_MARKER: DB = BENCH MARK DISK
 BU1238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1238_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1238_STAMPING: C 133 1943
 BU1238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1238+STABILITY: SURFACE MOTION
 BU1238
 BU1238  HISTORY     - Date     Condition        Report By
 BU1238  HISTORY     - 1943     MONUMENTED       CGS
 BU1238
 BU1238                          STATION DESCRIPTION
 BU1238
 BU1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU1238'3.3 MI SE FROM LOWER PEACH TREE.
 BU1238'1.2 MILES SOUTHEAST ALONG A GRAVEL COUNTY ROAD.  THENCE, 2.1 MILES
 BU1238'SOUTHEAST ALONG BELLES LANDING GRADED ROAD FROM THE POST OFFICE AT
 BU1238'LOWER PEACH TREE, SET ON TOP OF A HILL, 69.0 FEET EAST OF A 10 INCH
 BU1238'PINE TREE WITH A TRIANGULAR BLAZE, 29.5 FEET NORTHEAST OF A 6 INCH
 BU1238'PINE TREE WITH A TRIANGULAR BLAZE, 34.0 FEET NORTH OF CENTER-LINE OF
 BU1238'ROAD, 1.5 FEET SOUTH OF A WIRE FENCE, 1.4 FEET NORTH OF REFERENCE
 BU1238'POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 BU1238'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0918 ***********************************************************************
 BU0918  DESIGNATION -  C 134
 BU0918  PID         -  BU0918
 BU0918  STATE/COUNTY-  AL/MONROE
 BU0918  USGS QUAD   -  NATCHEZ (1972)
 BU0918
 BU0918                         *CURRENT SURVEY CONTROL
 BU0918  ___________________________________________________________________
 BU0918* NAD 83(1986)-  31 43 51.     (N)    087 22 19.     (W)     SCALED    
 BU0918* NAVD 88     -       132.626  (meters)     435.12   (feet)  ADJUSTED  
 BU0918  ___________________________________________________________________
 BU0918  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU0918  DYNAMIC HT  -         132.465 (meters)     434.60  (feet)  COMP
 BU0918  MODELED GRAV-     979,423.6   (mgal)                       NAVD 88
 BU0918
 BU0918  VERT ORDER  -  SECOND    CLASS 0
 BU0918
 BU0918.The horizontal coordinates were scaled from a topographic map and have
 BU0918.an estimated accuracy of +/- 6 seconds.
 BU0918
 BU0918.The orthometric height was determined by differential leveling
 BU0918.and adjusted by the National Geodetic Survey in June 1991..
 BU0918
 BU0918.The geoid height was determined by GEOID03.
 BU0918
 BU0918.The dynamic height is computed by dividing the NAVD 88
 BU0918.geopotential number by the normal gravity value computed on the
 BU0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0918.degrees latitude (g = 980.6199 gals.).
 BU0918
 BU0918.The modeled gravity was interpolated from observed gravity values.
 BU0918
 BU0918;                    North         East    Units  Estimated Accuracy
 BU0918;SPC AL W     -   191,890.      612,140.      MT  (+/- 180 meters Scaled)
 BU0918
 BU0918                          SUPERSEDED SURVEY CONTROL
 BU0918
 BU0918  NGVD 29 (??/??/92)  132.597  (m)          435.03   (f) ADJ UNCH    2 0
 BU0918
 BU0918.Superseded values are not recommended for survey control.
 BU0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0918.See file dsdata.txt to determine how the superseded data were derived.
 BU0918
 BU0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA647106(NAD 83)
 BU0918_MARKER: DB = BENCH MARK DISK
 BU0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0918_STAMPING: C 134 1943
 BU0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0918+STABILITY: SURFACE MOTION
 BU0918
 BU0918  HISTORY     - Date     Condition        Report By
 BU0918  HISTORY     - 1943     MONUMENTED       CGS
 BU0918
 BU0918                          STATION DESCRIPTION
 BU0918
 BU0918'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0918'3.9 MI NE FROM FRANKLIN.
 BU0918'0.8 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 BU0918'FRANKLIN, MONROE COUNTY, THENCE 3.1 MILES EAST ALONG THE
 BU0918'FRANKLIN-BEATRICE GRADED ROAD.  1.4 MILES EAST OF THE RIVER RIDGE
 BU0918'PRESBYTERIAN CHURCH AND CEMETERY, 240 FEET NORTHWEST OF AN UNPAINTED
 BU0918'FRAME HOUSE, 27 FEET WEST OF THE CENTER LINE OF THE ROAD, 21.8 FEET
 BU0918'SOUTHWEST OF A TRIANGULAR-BLAZED 10-INCH PINE, 11 FEET SOUTH OF A
 BU0918'TRIANGULAR-BLAZED 8-INCH PINE, 9.7 FEET WEST OF A POLE, AND 1.3 FEET
 BU0918'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 134
 BU0918'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 BU0918'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1161 ***********************************************************************
 CN1161  DESIGNATION -  C 135
 CN1161  PID         -  CN1161
 CN1161  STATE/COUNTY-  AL/CHILTON
 CN1161  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1161
 CN1161                         *CURRENT SURVEY CONTROL
 CN1161  ___________________________________________________________________
 CN1161* NAD 83(1986)-  32 45 11.     (N)    086 53 08.     (W)     SCALED    
 CN1161* NAVD 88     -        95.608  (meters)     313.67   (feet)  ADJUSTED  
 CN1161  ___________________________________________________________________
 CN1161  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CN1161  DYNAMIC HT  -          95.499 (meters)     313.32  (feet)  COMP
 CN1161  MODELED GRAV-     979,495.8   (mgal)                       NAVD 88
 CN1161
 CN1161  VERT ORDER  -  FIRST     CLASS II
 CN1161
 CN1161.The horizontal coordinates were scaled from a topographic map and have
 CN1161.an estimated accuracy of +/- 6 seconds.
 CN1161
 CN1161.The orthometric height was determined by differential leveling
 CN1161.and adjusted by the National Geodetic Survey in June 1991..
 CN1161
 CN1161.The geoid height was determined by GEOID03.
 CN1161
 CN1161.The dynamic height is computed by dividing the NAVD 88
 CN1161.geopotential number by the normal gravity value computed on the
 CN1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1161.degrees latitude (g = 980.6199 gals.).
 CN1161
 CN1161.The modeled gravity was interpolated from observed gravity values.
 CN1161
 CN1161;                    North         East    Units  Estimated Accuracy
 CN1161;SPC AL W     -   305,400.      657,580.      MT  (+/- 180 meters Scaled)
 CN1161
 CN1161                          SUPERSEDED SURVEY CONTROL
 CN1161
 CN1161  NGVD 29 (??/??/92)   95.580  (m)          313.58   (f) ADJ UNCH    1 2
 CN1161
 CN1161.Superseded values are not recommended for survey control.
 CN1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1161.See file dsdata.txt to determine how the superseded data were derived.
 CN1161
 CN1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB107239(NAD 83)
 CN1161_MARKER: DB = BENCH MARK DISK
 CN1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1161_STAMPING: C 135 1943
 CN1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1161+STABILITY: SURFACE MOTION
 CN1161
 CN1161  HISTORY     - Date     Condition        Report By
 CN1161  HISTORY     - 1943     MONUMENTED       CGS
 CN1161  HISTORY     - 1950     GOOD             NGS
 CN1161
 CN1161                          STATION DESCRIPTION
 CN1161
 CN1161'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN1161'1.5 MI N FROM STANTON.
 CN1161'ABOUT 1.5 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1161'STANTON, ABOUT 2.45 MILES SOUTH OF THE STATION AT MAPLESVILLE, ABOUT
 CN1161'1.05 MILES SOUTH OF THE CROSSING OF U.S. HIGHWAY 82, AT A PRIVATE
 CN1161'FIELD ROAD CROSSING, 20 FEET NORTH OF THE CENTER LINE OF THE FIELD
 CN1161'ROAD, 16 FEET EAST OF THE EAST RAIL, 12 FEET NORTH OF THE NORTH END OF
 CN1161'AN 18-INCH PIPE CULVERT UNDER FIELD ROAD, 38 FEET NORTH AND ACROSS THE
 CN1161'FIELD ROAD FROM A TELEPHONE POLE, 1 FOOT SOUTH OF A WHITE WOODEN
 CN1161'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A
 CN1161'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1655 ***********************************************************************
 CN1655  DESIGNATION -  C 137
 CN1655  PID         -  CN1655
 CN1655  STATE/COUNTY-  AL/PERRY
 CN1655  USGS QUAD   -  BUCK CREEK (1987)
 CN1655
 CN1655                         *CURRENT SURVEY CONTROL
 CN1655  ___________________________________________________________________
 CN1655* NAD 83(1986)-  32 37 57.     (N)    087 07 19.     (W)     SCALED    
 CN1655* NAVD 88     -       124.426  (meters)     408.22   (feet)  ADJUSTED  
 CN1655  ___________________________________________________________________
 CN1655  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CN1655  DYNAMIC HT  -         124.283 (meters)     407.75  (feet)  COMP
 CN1655  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CN1655
 CN1655  VERT ORDER  -  SECOND    CLASS 0
 CN1655
 CN1655.The horizontal coordinates were scaled from a topographic map and have
 CN1655.an estimated accuracy of +/- 6 seconds.
 CN1655
 CN1655.The orthometric height was determined by differential leveling
 CN1655.and adjusted by the National Geodetic Survey in June 1991..
 CN1655
 CN1655.The geoid height was determined by GEOID03.
 CN1655
 CN1655.The dynamic height is computed by dividing the NAVD 88
 CN1655.geopotential number by the normal gravity value computed on the
 CN1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1655.degrees latitude (g = 980.6199 gals.).
 CN1655
 CN1655.The modeled gravity was interpolated from observed gravity values.
 CN1655
 CN1655;                    North         East    Units  Estimated Accuracy
 CN1655;SPC AL W     -   291,920.      635,470.      MT  (+/- 180 meters Scaled)
 CN1655
 CN1655                          SUPERSEDED SURVEY CONTROL
 CN1655
 CN1655  NGVD 29 (??/??/92)  124.390  (m)          408.10   (f) ADJ UNCH    2 0
 CN1655
 CN1655.Superseded values are not recommended for survey control.
 CN1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1655.See file dsdata.txt to determine how the superseded data were derived.
 CN1655
 CN1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB885105(NAD 83)
 CN1655_MARKER: DB = BENCH MARK DISK
 CN1655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1655_STAMPING: C 137 1943
 CN1655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1655+STABILITY: SURFACE MOTION
 CN1655
 CN1655  HISTORY     - Date     Condition        Report By
 CN1655  HISTORY     - 1943     MONUMENTED       CGS
 CN1655
 CN1655                          STATION DESCRIPTION
 CN1655
 CN1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN1655'1.5 MI NW FROM PERRYVILLE.
 CN1655'1.5 MILES NORTHWEST OF THE POSTOFFICE AT PERRYVILLE, ALONG THE GRADED
 CN1655'COUNTY ROAD, SET ON TOP OF A LONG HILL, 32.4 FEET NORTH OF THE
 CN1655'CENTER-LINE OF THE GRADED COUNTY ROAD, 12.8 FEET WEST OF A 12 INCH
 CN1655'PINE TREE, 28.3 FEET EAST OF A 16 INCH OAK TREE, 1 FOOT SOUTH OF
 CN1655'REFERENCE POST, BENCH MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1477 ***********************************************************************
 CN1477  DESIGNATION -  C 138
 CN1477  PID         -  CN1477
 CN1477  STATE/COUNTY-  AL/DALLAS
 CN1477  USGS QUAD   -  JONES (1982)
 CN1477
 CN1477                         *CURRENT SURVEY CONTROL
 CN1477  ___________________________________________________________________
 CN1477* NAD 83(1986)-  32 34 58.     (N)    086 55 24.     (W)     SCALED    
 CN1477* NAVD 88     -       136.884  (meters)     449.09   (feet)  ADJUSTED  
 CN1477  ___________________________________________________________________
 CN1477  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CN1477  DYNAMIC HT  -         136.726 (meters)     448.58  (feet)  COMP
 CN1477  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 CN1477
 CN1477  VERT ORDER  -  SECOND    CLASS 0
 CN1477
 CN1477.The horizontal coordinates were scaled from a topographic map and have
 CN1477.an estimated accuracy of +/- 6 seconds.
 CN1477
 CN1477.The orthometric height was determined by differential leveling
 CN1477.and adjusted by the National Geodetic Survey in June 1991..
 CN1477
 CN1477.The geoid height was determined by GEOID03.
 CN1477
 CN1477.The dynamic height is computed by dividing the NAVD 88
 CN1477.geopotential number by the normal gravity value computed on the
 CN1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1477.degrees latitude (g = 980.6199 gals.).
 CN1477
 CN1477.The modeled gravity was interpolated from observed gravity values.
 CN1477
 CN1477;                    North         East    Units  Estimated Accuracy
 CN1477;SPC AL W     -   286,490.      654,140.      MT  (+/- 180 meters Scaled)
 CN1477
 CN1477                          SUPERSEDED SURVEY CONTROL
 CN1477
 CN1477  NGVD 29 (??/??/92)  136.852  (m)          448.99   (f) ADJ UNCH    2 0
 CN1477
 CN1477.Superseded values are not recommended for survey control.
 CN1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1477.See file dsdata.txt to determine how the superseded data were derived.
 CN1477
 CN1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB071050(NAD 83)
 CN1477_MARKER: DB = BENCH MARK DISK
 CN1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1477_STAMPING: C 138 1943
 CN1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1477+STABILITY: SURFACE MOTION
 CN1477
 CN1477  HISTORY     - Date     Condition        Report By
 CN1477  HISTORY     - 1943     MONUMENTED       CGS
 CN1477  HISTORY     - 1957     MARK NOT FOUND   USGS
 CN1477  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN1477  HISTORY     - 1980     MARK NOT FOUND   NGS
 CN1477
 CN1477                          STATION DESCRIPTION
 CN1477
 CN1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN1477'1.8 MI W FROM JONES.
 CN1477'1.8 MILES WEST OF THE POST OFFICE AT JONES, ALONG GRADED COUNTY ROAD,
 CN1477'SET ON THE SIDE OF A LONG HILL, 30.8 FEET NORTH OF CENTER-LINE OF
 CN1477'GRADED COUNTY ROAD, 57.1 FEET NORTHEAST OF A PRIVATE ROAD LEADING TO A
 CN1477'FRAME FARM HOUSE, 1 FOOT EAST OF REFERENCE POST, BENCH MARK DISK SET
 CN1477'IN TOP OF CONCRETE POST.
 CN1477
 CN1477                          STATION RECOVERY (1957)
 CN1477
 CN1477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CN1477'MARK NOT FOUND.
 CN1477
 CN1477                          STATION RECOVERY (1979)
 CN1477
 CN1477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN1477'MARK NOT FOUND.
 CN1477
 CN1477                          STATION RECOVERY (1980)
 CN1477
 CN1477'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 CN1477'SEARCHED FOR AND NOT RECOVERED, FARM HOUSE AND ROAD NO LONGER AT THIS
 CN1477'LOCATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2645 ***********************************************************************
 CN2645  DESIGNATION -  C 139
 CN2645  PID         -  CN2645
 CN2645  STATE/COUNTY-  AL/GREENE
 CN2645  USGS QUAD   -  FORKLAND (1979)
 CN2645
 CN2645                         *CURRENT SURVEY CONTROL
 CN2645  ___________________________________________________________________
 CN2645* NAD 83(1986)-  32 42 14.     (N)    087 57 23.     (W)     SCALED    
 CN2645* NAVD 88     -        52.199  (meters)     171.26   (feet)  ADJUSTED  
 CN2645  ___________________________________________________________________
 CN2645  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CN2645  DYNAMIC HT  -          52.139 (meters)     171.06  (feet)  COMP
 CN2645  MODELED GRAV-     979,502.0   (mgal)                       NAVD 88
 CN2645
 CN2645  VERT ORDER  -  SECOND    CLASS 0
 CN2645
 CN2645.The horizontal coordinates were scaled from a topographic map and have
 CN2645.an estimated accuracy of +/- 6 seconds.
 CN2645
 CN2645.The orthometric height was determined by differential leveling
 CN2645.and adjusted by the National Geodetic Survey in June 1991..
 CN2645
 CN2645.The geoid height was determined by GEOID03.
 CN2645
 CN2645.The dynamic height is computed by dividing the NAVD 88
 CN2645.geopotential number by the normal gravity value computed on the
 CN2645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2645.degrees latitude (g = 980.6199 gals.).
 CN2645
 CN2645.The modeled gravity was interpolated from observed gravity values.
 CN2645
 CN2645;                    North         East    Units  Estimated Accuracy
 CN2645;SPC AL W     -   299,870.      557,210.      MT  (+/- 180 meters Scaled)
 CN2645
 CN2645                          SUPERSEDED SURVEY CONTROL
 CN2645
 CN2645  NGVD 29 (??/??/92)   52.173  (m)          171.17   (f) ADJ UNCH    2 0
 CN2645
 CN2645.Superseded values are not recommended for survey control.
 CN2645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2645.See file dsdata.txt to determine how the superseded data were derived.
 CN2645
 CN2645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB103188(NAD 83)
 CN2645_MARKER: DB = BENCH MARK DISK
 CN2645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2645_STAMPING: C 139 1943
 CN2645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2645+STABILITY: SURFACE MOTION
 CN2645
 CN2645  HISTORY     - Date     Condition        Report By
 CN2645  HISTORY     - 1943     MONUMENTED       CGS
 CN2645
 CN2645                          STATION DESCRIPTION
 CN2645
 CN2645'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2645'5.7 MI SE FROM BOLIGEE.
 CN2645'5.7 MILES SOUTHEAST OF THE SOUTHERN RAILROAD STATION AT BOLIGEE, ALONG
 CN2645'GRADED COUNTY ROAD, SET AT A T INTERSECTION, 43 FEET NORTH OF ROAD
 CN2645'LEADING EAST AND WEST, 99 FEET EAST OF ROAD LEADING NORTH, 2 FEET
 CN2645'SOUTH OF A WIRE FENCE, 1 FOOT SOUTH OF REFERENCE POST, BENCH MARK DISK
 CN2645'SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0342 ***********************************************************************
 CN0342  DESIGNATION -  C 14
 CN0342  PID         -  CN0342
 CN0342  STATE/COUNTY-  AL/MONTGOMERY
 CN0342  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0342
 CN0342                         *CURRENT SURVEY CONTROL
 CN0342  ___________________________________________________________________
 CN0342* NAD 83(1986)-  32 22 50.     (N)    086 18 49.     (W)     SCALED    
 CN0342* NAVD 88     -        51.798  (meters)     169.94   (feet)  ADJUSTED  
 CN0342  ___________________________________________________________________
 CN0342  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CN0342  DYNAMIC HT  -          51.738 (meters)     169.74  (feet)  COMP
 CN0342  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 CN0342
 CN0342  VERT ORDER  -  FIRST     CLASS II
 CN0342
 CN0342.The horizontal coordinates were scaled from a topographic map and have
 CN0342.an estimated accuracy of +/- 6 seconds.
 CN0342
 CN0342.The orthometric height was determined by differential leveling
 CN0342.and adjusted by the National Geodetic Survey in June 1991..
 CN0342
 CN0342.The geoid height was determined by GEOID03.
 CN0342
 CN0342.The dynamic height is computed by dividing the NAVD 88
 CN0342.geopotential number by the normal gravity value computed on the
 CN0342.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0342.degrees latitude (g = 980.6199 gals.).
 CN0342
 CN0342.The modeled gravity was interpolated from observed gravity values.
 CN0342
 CN0342;                    North         East    Units  Estimated Accuracy
 CN0342;SPC AL E     -   208,600.      154,810.      MT  (+/- 180 meters Scaled)
 CN0342
 CN0342                          SUPERSEDED SURVEY CONTROL
 CN0342
 CN0342  NGVD 29 (??/??/92)   51.778  (m)          169.88   (f) ADJ UNCH    1 2
 CN0342
 CN0342.Superseded values are not recommended for survey control.
 CN0342.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0342.See file dsdata.txt to determine how the superseded data were derived.
 CN0342
 CN0342_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA645828(NAD 83)
 CN0342_MARKER: DB = BENCH MARK DISK
 CN0342_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0342_SP_SET: BUILDING
 CN0342_STAMPING: C 14 1933 169.875
 CN0342_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0342
 CN0342  HISTORY     - Date     Condition        Report By
 CN0342  HISTORY     - 1933     MONUMENTED       CGS
 CN0342  HISTORY     - 1967     GOOD             NGS
 CN0342
 CN0342                          STATION DESCRIPTION
 CN0342
 CN0342'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0342'IN MONTGOMERY.
 CN0342'AT MONTGOMERY, AT THE JUNCTION OF LEE AND WATER STREETS, AT THE UNION
 CN0342'STATION, IN THE SOUTHEAST BRICK FACE OF THE BUILDING, 1 FOOT NORTHEAST
 CN0342'OF THE NORTHEAST SIDE OF THE ENTRANCE, AND ABOUT 5 FEET ABOVE THE
 CN0342'SIDEWALK.  A STANDARD DISK, STAMPED 165.875 C 14 1933 AND SET
 CN0342'VERTICALLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0102 ***********************************************************************
 CN0102  DESIGNATION -  C 140
 CN0102  PID         -  CN0102
 CN0102  STATE/COUNTY-  AL/AUTAUGA
 CN0102  USGS QUAD   -  MARBURY (1987)
 CN0102
 CN0102                         *CURRENT SURVEY CONTROL
 CN0102  ___________________________________________________________________
 CN0102* NAD 83(1986)-  32 38 29.     (N)    086 26 33.     (W)     SCALED    
 CN0102* NAVD 88     -       103.406  (meters)     339.26   (feet)  ADJUSTED  
 CN0102  ___________________________________________________________________
 CN0102  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CN0102  DYNAMIC HT  -         103.286 (meters)     338.86  (feet)  COMP
 CN0102  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 CN0102
 CN0102  VERT ORDER  -  SECOND    CLASS 0
 CN0102
 CN0102.The horizontal coordinates were scaled from a topographic map and have
 CN0102.an estimated accuracy of +/- 6 seconds.
 CN0102
 CN0102.The orthometric height was determined by differential leveling
 CN0102.and adjusted by the National Geodetic Survey in June 1991..
 CN0102
 CN0102.The geoid height was determined by GEOID03.
 CN0102
 CN0102.The dynamic height is computed by dividing the NAVD 88
 CN0102.geopotential number by the normal gravity value computed on the
 CN0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0102.degrees latitude (g = 980.6199 gals.).
 CN0102
 CN0102.The modeled gravity was interpolated from observed gravity values.
 CN0102
 CN0102;                    North         East    Units  Estimated Accuracy
 CN0102;SPC AL W     -   293,340.      699,220.      MT  (+/- 180 meters Scaled)
 CN0102
 CN0102                          SUPERSEDED SURVEY CONTROL
 CN0102
 CN0102  NGVD 29 (??/??/92)  103.383  (m)          339.18   (f) ADJ UNCH    2 0
 CN0102
 CN0102.Superseded values are not recommended for survey control.
 CN0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0102.See file dsdata.txt to determine how the superseded data were derived.
 CN0102
 CN0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB522116(NAD 83)
 CN0102_MARKER: DB = BENCH MARK DISK
 CN0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0102_STAMPING: C 140 1943
 CN0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0102+STABILITY: SURFACE MOTION
 CN0102
 CN0102  HISTORY     - Date     Condition        Report By
 CN0102  HISTORY     - 1943     MONUMENTED       CGS
 CN0102  HISTORY     - 1949     GOOD             NGS
 CN0102  HISTORY     - 1957     MARK NOT FOUND   USGS
 CN0102
 CN0102                          STATION DESCRIPTION
 CN0102
 CN0102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0102'2.4 MI SE FROM WADSWORTH.
 CN0102'ABOUT 2.4 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 CN0102'FROM THE ROAD CROSSING AT WADSWORTH, AT A ROAD CROSSING, 42 FEET
 CN0102'EAST-SOUTHEAST OF A TELEPHONE POLE, 25 1/2 FEET NORTHWEST OF THE
 CN0102'CENTER OF THE CROSSING, 14 3/4 FEET NORTH OF THE CENTER LINE OF THE
 CN0102'ROAD, 17 1/2 FEET WEST OF THE WEST RAIL, 3 FEET NORTH-NORTHWEST OF THE
 CN0102'CROSSING SIGN POST, 3 1/2 FEET BELOW THE TRACK, AND SET IN THE TOP OF
 CN0102'A CONCRETE POST ABOUT 12 INCHES BELOW THE SURFACE OF THE GROUND.
 CN0102
 CN0102                          STATION RECOVERY (1957)
 CN0102
 CN0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CN0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0930 ***********************************************************************
 CN0930  DESIGNATION -  C 141
 CN0930  PID         -  CN0930
 CN0930  STATE/COUNTY-  AL/AUTAUGA
 CN0930  USGS QUAD   -  AUTAUGAVILLE (1982)
 CN0930
 CN0930                         *CURRENT SURVEY CONTROL
 CN0930  ___________________________________________________________________
 CN0930* NAD 83(1986)-  32 27 18.     (N)    086 40 32.     (W)     SCALED    
 CN0930* NAVD 88     -        56.316  (meters)     184.76   (feet)  ADJUSTED  
 CN0930  ___________________________________________________________________
 CN0930  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CN0930  DYNAMIC HT  -          56.252 (meters)     184.55  (feet)  COMP
 CN0930  MODELED GRAV-     979,502.1   (mgal)                       NAVD 88
 CN0930
 CN0930  VERT ORDER  -  SECOND    CLASS 0
 CN0930
 CN0930.The horizontal coordinates were scaled from a topographic map and have
 CN0930.an estimated accuracy of +/- 6 seconds.
 CN0930
 CN0930.The orthometric height was determined by differential leveling
 CN0930.and adjusted by the National Geodetic Survey in June 1991..
 CN0930
 CN0930.The geoid height was determined by GEOID03.
 CN0930
 CN0930.The dynamic height is computed by dividing the NAVD 88
 CN0930.geopotential number by the normal gravity value computed on the
 CN0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0930.degrees latitude (g = 980.6199 gals.).
 CN0930
 CN0930.The modeled gravity was interpolated from observed gravity values.
 CN0930
 CN0930;                    North         East    Units  Estimated Accuracy
 CN0930;SPC AL W     -   272,480.      677,510.      MT  (+/- 180 meters Scaled)
 CN0930
 CN0930                          SUPERSEDED SURVEY CONTROL
 CN0930
 CN0930  NGVD 29 (??/??/92)   56.29   (m)          184.7    (f) COMPUTED    2 0
 CN0930
 CN0930.Superseded values are not recommended for survey control.
 CN0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0930.See file dsdata.txt to determine how the superseded data were derived.
 CN0930
 CN0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA304909(NAD 83)
 CN0930_MARKER: DB = BENCH MARK DISK
 CN0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0930_STAMPING: C 141 1943
 CN0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0930+STABILITY: SURFACE MOTION
 CN0930
 CN0930  HISTORY     - Date     Condition        Report By
 CN0930  HISTORY     - 1943     MONUMENTED       CGS
 CN0930
 CN0930                          STATION DESCRIPTION
 CN0930
 CN0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0930'2.0 MI N FROM AUTAUGAVILLE.
 CN0930'2.0 MILES NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CN0930'AUTAUGAVILLE.  SET AT THE INTERSECTION OF A WAGON ROAD LEADING SOUTH.
 CN0930'29 FEET WEST OF THE CENTER-LINE OF THE MAIN ROAD, 22 FEET SOUTH OF THE
 CN0930'CENTER-LINE OF THE WAGON ROAD, 1.4 FEET EAST OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0797 ***********************************************************************
 CN0797  DESIGNATION -  C 142
 CN0797  PID         -  CN0797
 CN0797  STATE/COUNTY-  AL/AUTAUGA
 CN0797  USGS QUAD   -  DURANT BEND (1982)
 CN0797
 CN0797                         *CURRENT SURVEY CONTROL
 CN0797  ___________________________________________________________________
 CN0797* NAD 83(1986)-  32 27 01.     (N)    086 45 03.     (W)     SCALED    
 CN0797* NAVD 88     -        65.488  (meters)     214.86   (feet)  ADJUSTED  
 CN0797  ___________________________________________________________________
 CN0797  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CN0797  DYNAMIC HT  -          65.413 (meters)     214.61  (feet)  COMP
 CN0797  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CN0797
 CN0797  VERT ORDER  -  SECOND    CLASS 0
 CN0797
 CN0797.The horizontal coordinates were scaled from a topographic map and have
 CN0797.an estimated accuracy of +/- 6 seconds.
 CN0797
 CN0797.The orthometric height was determined by differential leveling
 CN0797.and adjusted by the National Geodetic Survey in June 1991..
 CN0797
 CN0797.The geoid height was determined by GEOID03.
 CN0797
 CN0797.The dynamic height is computed by dividing the NAVD 88
 CN0797.geopotential number by the normal gravity value computed on the
 CN0797.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0797.degrees latitude (g = 980.6199 gals.).
 CN0797
 CN0797.The modeled gravity was interpolated from observed gravity values.
 CN0797
 CN0797;                    North         East    Units  Estimated Accuracy
 CN0797;SPC AL W     -   271,900.      670,440.      MT  (+/- 180 meters Scaled)
 CN0797
 CN0797                          SUPERSEDED SURVEY CONTROL
 CN0797
 CN0797  NGVD 29 (??/??/92)   65.454  (m)          214.74   (f) ADJ UNCH    2 0
 CN0797
 CN0797.Superseded values are not recommended for survey control.
 CN0797.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0797.See file dsdata.txt to determine how the superseded data were derived.
 CN0797
 CN0797_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA234903(NAD 83)
 CN0797_MARKER: DB = BENCH MARK DISK
 CN0797_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0797_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0797_STAMPING: C 142 1943
 CN0797_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0797+STABILITY: SURFACE MOTION
 CN0797
 CN0797  HISTORY     - Date     Condition        Report By
 CN0797  HISTORY     - 1943     MONUMENTED       CGS
 CN0797
 CN0797                          STATION DESCRIPTION
 CN0797
 CN0797'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0797'5.9 MI W FROM AUTAUGAVILLE.
 CN0797'5.9 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 CN0797'AUTAUGAVILLE, AUTAUGA COUNTY, BY THE SOUTHWEST CORNER OF STATE BRIDGE
 CN0797'NO. 14-01-8.2, 91 FEET WEST OF THE SOUTHWEST CORNER OF THE BRIDGE, 42
 CN0797'FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 9 FEET EAST OF A 20-INCH
 CN0797'PINE TREE WITH A TRIANGULAR BLAZE ON THE NORTH SIDE, 2.0 FEET NORTH OF
 CN0797'THE RIGHT-OF-WAY FENCE, AND 1.4 FEET NORTH OF THE REFERENCE POST. A
 CN0797'STANDARD DISK, STAMPED C 142 1943 AND SET IN THE TOP OF A CONCRETE
 CN0797'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0207 ***********************************************************************
 BU0207  DESIGNATION -  C 144
 BU0207  PID         -  BU0207
 BU0207  STATE/COUNTY-  AL/MONTGOMERY
 BU0207  USGS QUAD   -  GRADY (1979)
 BU0207
 BU0207                         *CURRENT SURVEY CONTROL
 BU0207  ___________________________________________________________________
 BU0207* NAD 83(1986)-  31 59 00.     (N)    086 12 58.     (W)     SCALED    
 BU0207* NAVD 88     -       123.558  (meters)     405.37   (feet)  ADJUSTED  
 BU0207  ___________________________________________________________________
 BU0207  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BU0207  DYNAMIC HT  -         123.412 (meters)     404.89  (feet)  COMP
 BU0207  MODELED GRAV-     979,452.5   (mgal)                       NAVD 88
 BU0207
 BU0207  VERT ORDER  -  SECOND    CLASS 0
 BU0207
 BU0207.The horizontal coordinates were scaled from a topographic map and have
 BU0207.an estimated accuracy of +/- 6 seconds.
 BU0207
 BU0207.The orthometric height was determined by differential leveling
 BU0207.and adjusted by the National Geodetic Survey in June 1991..
 BU0207
 BU0207.The geoid height was determined by GEOID03.
 BU0207
 BU0207.The dynamic height is computed by dividing the NAVD 88
 BU0207.geopotential number by the normal gravity value computed on the
 BU0207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0207.degrees latitude (g = 980.6199 gals.).
 BU0207
 BU0207.The modeled gravity was interpolated from observed gravity values.
 BU0207
 BU0207;                    North         East    Units  Estimated Accuracy
 BU0207;SPC AL E     -   164,520.      163,830.      MT  (+/- 180 meters Scaled)
 BU0207
 BU0207                          SUPERSEDED SURVEY CONTROL
 BU0207
 BU0207  NGVD 29 (??/??/92)  123.527  (m)          405.27   (f) ADJ UNCH    2 0
 BU0207
 BU0207.Superseded values are not recommended for survey control.
 BU0207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0207.See file dsdata.txt to determine how the superseded data were derived.
 BU0207
 BU0207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA740388(NAD 83)
 BU0207_MARKER: DB = BENCH MARK DISK
 BU0207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0207_STAMPING: C 144 1943
 BU0207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0207+STABILITY: SURFACE MOTION
 BU0207
 BU0207  HISTORY     - Date     Condition        Report By
 BU0207  HISTORY     - 1943     MONUMENTED       CGS
 BU0207  HISTORY     - 1964     GOOD             NGS
 BU0207
 BU0207                          STATION DESCRIPTION
 BU0207
 BU0207'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BU0207'1.4 MI W FROM GRADY.
 BU0207'LOCATED 1.4 MILE WEST ALONG THE BLACK TOP ROAD FROM THE CROSSROADS AT
 BU0207'GRADY, 0.2 MILE SOUTHEAST OF A TIN BARN ON THE RIGHT, IN THE SOUTHEAST
 BU0207'ANGLE OF THE JUNCTION OF A ROAD LEADING SOUTHEAST, 42 FEET SOUTHEAST
 BU0207'OF THE CENTERLINE OF THE ROAD, 15 FEET NORTHEAST OF THE CENTER OF THE
 BU0207'FIELD ROAD, 1 FOOT NORTHWEST OF A FENCE LINE AND 1 FOOT SOUTHEAST OF A
 BU0207'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED C 144 1943, SET IN
 BU0207'THE TOP OF A 6-INCH SQUARE CONCRETE POST.  IT IS FLUSH WITH THE
 BU0207'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1285 ***********************************************************************
 BT1285  DESIGNATION -  C 145
 BT1285  PID         -  BT1285
 BT1285  STATE/COUNTY-  AL/COFFEE
 BT1285  USGS QUAD   -  VICTORIA (1981)
 BT1285
 BT1285                         *CURRENT SURVEY CONTROL
 BT1285  ___________________________________________________________________
 BT1285* NAD 83(1986)-  31 31 21.     (N)    085 57 25.     (W)     SCALED    
 BT1285* NAVD 88     -       128.212  (meters)     420.64   (feet)  ADJUSTED  
 BT1285  ___________________________________________________________________
 BT1285  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BT1285  DYNAMIC HT  -         128.058 (meters)     420.14  (feet)  COMP
 BT1285  MODELED GRAV-     979,433.5   (mgal)                       NAVD 88
 BT1285
 BT1285  VERT ORDER  -  SECOND    CLASS 0
 BT1285
 BT1285.The horizontal coordinates were scaled from a topographic map and have
 BT1285.an estimated accuracy of +/- 6 seconds.
 BT1285
 BT1285.The orthometric height was determined by differential leveling
 BT1285.and adjusted by the National Geodetic Survey in June 1991..
 BT1285
 BT1285.The geoid height was determined by GEOID03.
 BT1285
 BT1285.The dynamic height is computed by dividing the NAVD 88
 BT1285.geopotential number by the normal gravity value computed on the
 BT1285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1285.degrees latitude (g = 980.6199 gals.).
 BT1285
 BT1285.The modeled gravity was interpolated from observed gravity values.
 BT1285
 BT1285;                    North         East    Units  Estimated Accuracy
 BT1285;SPC AL E     -   113,370.      188,260.      MT  (+/- 180 meters Scaled)
 BT1285
 BT1285                          SUPERSEDED SURVEY CONTROL
 BT1285
 BT1285  NGVD 29 (??/??/92)  128.232  (m)          420.71   (f) ADJ UNCH    2 0
 BT1285
 BT1285.Superseded values are not recommended for survey control.
 BT1285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1285.See file dsdata.txt to determine how the superseded data were derived.
 BT1285
 BT1285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV990879(NAD 83)
 BT1285_MARKER: DB = BENCH MARK DISK
 BT1285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1285_STAMPING: C 145 1943
 BT1285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1285+STABILITY: SURFACE MOTION
 BT1285
 BT1285  HISTORY     - Date     Condition        Report By
 BT1285  HISTORY     - 1943     MONUMENTED       CGS
 BT1285  HISTORY     - 1965     MARK NOT FOUND   DMA
 BT1285
 BT1285                          STATION DESCRIPTION
 BT1285
 BT1285'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT1285'11 MI NE FROM ELBA.
 BT1285'11.0 MILES NORTHEAST OF THE POST OFFICE AT ELBA, ALONG GRADED
 BT1285'COUNTY ROAD, 37 FEET WEST OF THE CENTER-LINE OF THE GRADED ROAD,
 BT1285'12 FEET NORTH OF A CORNER FENCEPOST, ABOUT 100 FEET EAST OF AN
 BT1285'UNPAINTED FRAME FARM HOUSE, 1.4 FEET EAST OF REFERENCE POST, BENCH
 BT1285'MARK DISK SET IN TOP OF CONCRETE POST.  7/65 AMS REPORT--NOT
 BT1285'RECOVERED-FENCE POST AND REFERENCE POST ARE GONE.  RESIDENT
 BT1285'SAYS MARK IS STILL THERE, BUT 2 HOUR SEARCH FAILED TO UNCOVER IT.
 BT1285'AREA IS VERY HEAVILY OVERGROWN WITH VINES.
 BT1285
 BT1285                          STATION RECOVERY (1965)
 BT1285
 BT1285'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1285'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1280 ***********************************************************************
 BT1280  DESIGNATION -  C 146
 BT1280  PID         -  BT1280
 BT1280  STATE/COUNTY-  AL/BARBOUR
 BT1280  USGS QUAD   -  CLIO (1979)
 BT1280
 BT1280                         *CURRENT SURVEY CONTROL
 BT1280  ___________________________________________________________________
 BT1280* NAD 83(1986)-  31 40 36.     (N)    085 32 12.     (W)     SCALED    
 BT1280* NAVD 88     -       115.219  (meters)     378.01   (feet)  ADJUSTED  
 BT1280  ___________________________________________________________________
 BT1280  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BT1280  DYNAMIC HT  -         115.082 (meters)     377.56  (feet)  COMP
 BT1280  MODELED GRAV-     979,452.4   (mgal)                       NAVD 88
 BT1280
 BT1280  VERT ORDER  -  SECOND    CLASS 0
 BT1280
 BT1280.The horizontal coordinates were scaled from a topographic map and have
 BT1280.an estimated accuracy of +/- 6 seconds.
 BT1280
 BT1280.The orthometric height was determined by differential leveling
 BT1280.and adjusted by the National Geodetic Survey in June 1991..
 BT1280
 BT1280.The geoid height was determined by GEOID03.
 BT1280
 BT1280.The dynamic height is computed by dividing the NAVD 88
 BT1280.geopotential number by the normal gravity value computed on the
 BT1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1280.degrees latitude (g = 980.6199 gals.).
 BT1280
 BT1280.The modeled gravity was interpolated from observed gravity values.
 BT1280
 BT1280;                    North         East    Units  Estimated Accuracy
 BT1280;SPC AL E     -   130,490.      228,130.      MT  (+/- 180 meters Scaled)
 BT1280
 BT1280                          SUPERSEDED SURVEY CONTROL
 BT1280
 BT1280  NGVD 29 (??/??/92)  115.250  (m)          378.12   (f) ADJ UNCH    2 0
 BT1280
 BT1280.Superseded values are not recommended for survey control.
 BT1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1280.See file dsdata.txt to determine how the superseded data were derived.
 BT1280
 BT1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA387055(NAD 83)
 BT1280_MARKER: DB = BENCH MARK DISK
 BT1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1280_STAMPING: C 146 1943
 BT1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1280+STABILITY: SURFACE MOTION
 BT1280
 BT1280  HISTORY     - Date     Condition        Report By
 BT1280  HISTORY     - 1943     MONUMENTED       CGS
 BT1280
 BT1280                          STATION DESCRIPTION
 BT1280
 BT1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT1280'2 MI NW FROM BLUE SPRINGS.
 BT1280'2.0 MILES NORTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BT1280'AT BLUE SPRINGS, BARBOUR COUNTY, 0.2 MILE SOUTHEAST OF A CHURCH
 BT1280'BUILDING, ON THE SIDE OF A HILL, 46 FEET EAST OF POWER-TRANSMISSION
 BT1280'LINE POLE REA 10-50, 43 FEET SOUTHWEST OF THE CENTER LINE OF
 BT1280'THE HIGHWAY, 1 FOOT NORTH OF A WIRE FENCE, AND 1 FOOT EAST OF
 BT1280'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 146 1943
 BT1280'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0613 ***********************************************************************
 BT0613  DESIGNATION -  C 147
 BT0613  PID         -  BT0613
 BT0613  STATE/COUNTY-  AL/HENRY
 BT0613  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT0613
 BT0613                         *CURRENT SURVEY CONTROL
 BT0613  ___________________________________________________________________
 BT0613* NAD 83(1986)-  31 40 20.     (N)    085 21 51.     (W)     SCALED    
 BT0613* NAVD 88     -       129.315  (meters)     424.26   (feet)  ADJUSTED  
 BT0613  ___________________________________________________________________
 BT0613  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BT0613  DYNAMIC HT  -         129.161 (meters)     423.76  (feet)  COMP
 BT0613  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 BT0613
 BT0613  VERT ORDER  -  SECOND    CLASS 0
 BT0613
 BT0613.The horizontal coordinates were scaled from a topographic map and have
 BT0613.an estimated accuracy of +/- 6 seconds.
 BT0613
 BT0613.The orthometric height was determined by differential leveling
 BT0613.and adjusted by the National Geodetic Survey in June 1991..
 BT0613
 BT0613.The geoid height was determined by GEOID03.
 BT0613
 BT0613.The dynamic height is computed by dividing the NAVD 88
 BT0613.geopotential number by the normal gravity value computed on the
 BT0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0613.degrees latitude (g = 980.6199 gals.).
 BT0613
 BT0613.The modeled gravity was interpolated from observed gravity values.
 BT0613
 BT0613;                    North         East    Units  Estimated Accuracy
 BT0613;SPC AL E     -   130,060.      244,490.      MT  (+/- 180 meters Scaled)
 BT0613
 BT0613                          SUPERSEDED SURVEY CONTROL
 BT0613
 BT0613  NGVD 29 (??/??/92)  129.363  (m)          424.42   (f) ADJ UNCH    2 0
 BT0613
 BT0613.Superseded values are not recommended for survey control.
 BT0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0613.See file dsdata.txt to determine how the superseded data were derived.
 BT0613
 BT0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA550052(NAD 83)
 BT0613_MARKER: DB = BENCH MARK DISK
 BT0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0613_STAMPING: C 147 1943
 BT0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0613+STABILITY: SURFACE MOTION
 BT0613
 BT0613  HISTORY     - Date     Condition        Report By
 BT0613  HISTORY     - 1943     MONUMENTED       CGS
 BT0613
 BT0613                          STATION DESCRIPTION
 BT0613
 BT0613'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT0613'10.5 MI E FROM BLUE SPRINGS.
 BT0613'2.0 MILES EAST OF THE POSTOFFICE AT BLUE SPRINGS, ALONG STATE ROAD
 BT0613'NO. 10, THENCE 8.5 MILES EAST ALONG GRADED COUNTY ROAD, SET
 BT0613'NEAR A LARGE FRAME HOUSE, 34 FEET NORTH OF THE CENTER-LINE OF THE
 BT0613'GRADED ROAD, 8 FEET NORTHEAST OF A CORNER FENCE POST, ABOUT 4 FEET
 BT0613'ABOVE THE ROAD LEVEL, 1.6 FEET NORTH OF REFERENCE POST, BENCH
 BT0613'MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0951 ***********************************************************************
 BU0951  DESIGNATION -  C 148
 BU0951  PID         -  BU0951
 BU0951  STATE/COUNTY-  AL/CONECUH
 BU0951  USGS QUAD   -  SKINNERTON (1971)
 BU0951
 BU0951                         *CURRENT SURVEY CONTROL
 BU0951  ___________________________________________________________________
 BU0951* NAD 83(1986)-  31 37 57.     (N)    087 01 32.     (W)     SCALED    
 BU0951* NAVD 88     -       154.954  (meters)     508.38   (feet)  ADJUSTED  
 BU0951  ___________________________________________________________________
 BU0951  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BU0951  DYNAMIC HT  -         154.763 (meters)     507.75  (feet)  COMP
 BU0951  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 BU0951
 BU0951  VERT ORDER  -  SECOND    CLASS 0
 BU0951
 BU0951.The horizontal coordinates were scaled from a topographic map and have
 BU0951.an estimated accuracy of +/- 6 seconds.
 BU0951
 BU0951.The orthometric height was determined by differential leveling
 BU0951.and adjusted by the National Geodetic Survey in June 1991..
 BU0951
 BU0951.The geoid height was determined by GEOID03.
 BU0951
 BU0951.The dynamic height is computed by dividing the NAVD 88
 BU0951.geopotential number by the normal gravity value computed on the
 BU0951.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0951.degrees latitude (g = 980.6199 gals.).
 BU0951
 BU0951.The modeled gravity was interpolated from observed gravity values.
 BU0951
 BU0951;                    North         East    Units  Estimated Accuracy
 BU0951;SPC AL W     -   181,080.      645,010.      MT  (+/- 180 meters Scaled)
 BU0951
 BU0951                          SUPERSEDED SURVEY CONTROL
 BU0951
 BU0951  NGVD 29 (??/??/92)  154.934  (m)          508.31   (f) ADJ UNCH    2 0
 BU0951
 BU0951.Superseded values are not recommended for survey control.
 BU0951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0951.See file dsdata.txt to determine how the superseded data were derived.
 BU0951
 BU0951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV975997(NAD 83)
 BU0951_MARKER: DB = BENCH MARK DISK
 BU0951_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0951_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0951_STAMPING: C 148 1943
 BU0951_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0951+STABILITY: SURFACE MOTION
 BU0951
 BU0951  HISTORY     - Date     Condition        Report By
 BU0951  HISTORY     - 1943     MONUMENTED       CGS
 BU0951  HISTORY     - 1951     GOOD             NGS
 BU0951
 BU0951                          STATION DESCRIPTION
 BU0951
 BU0951'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0951'6.35 MI S FROM MIDWAY.
 BU0951'ABOUT 6.35 MILES SOUTH ALONG STATE HIGHWAY 83 FROM THE JUNCTION OF
 BU0951'STATE HIGHWAY 47 AT MIDWAY, ABOUT 0.85 MILE SOUTH OF THE JUNCTION OF A
 BU0951'ROAD WEST, SET AT A BRICK COLORED FRAME HOUSE, 53 FEET EAST OF THE
 BU0951'CENTER LINE OF THE HIGHWAY, 72 FEET SOUTH-SOUTHWEST OF ROCK CHIMNEY ON
 BU0951'SOUTH SIDE OF HOUSE, 9 FEET EAST OF A POWER LINE BRACE POLE, 6 FEET
 BU0951'SOUTHWEST OF A LONE 10-INCH PINE TREE, 13 1/2 FEET EAST OF A FENCE
 BU0951'LINE, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BU0951'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1194 ***********************************************************************
 CM1194  DESIGNATION -  C 149
 CM1194  PID         -  CM1194
 CM1194  STATE/COUNTY-  AL/MONTGOMERY
 CM1194  USGS QUAD   -  CHESSON (1981)
 CM1194
 CM1194                         *CURRENT SURVEY CONTROL
 CM1194  ___________________________________________________________________
 CM1194* NAD 83(1986)-  32 19 29.     (N)    085 58 51.     (W)     SCALED    
 CM1194* NAVD 88     -        61.660  (meters)     202.30   (feet)  ADJUSTED  
 CM1194  ___________________________________________________________________
 CM1194  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CM1194  DYNAMIC HT  -          61.588 (meters)     202.06  (feet)  COMP
 CM1194  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 CM1194
 CM1194  VERT ORDER  -  SECOND    CLASS 0
 CM1194
 CM1194.The horizontal coordinates were scaled from a topographic map and have
 CM1194.an estimated accuracy of +/- 6 seconds.
 CM1194
 CM1194.The orthometric height was determined by differential leveling
 CM1194.and adjusted by the National Geodetic Survey in June 1991..
 CM1194
 CM1194.The geoid height was determined by GEOID03.
 CM1194
 CM1194.The dynamic height is computed by dividing the NAVD 88
 CM1194.geopotential number by the normal gravity value computed on the
 CM1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1194.degrees latitude (g = 980.6199 gals.).
 CM1194
 CM1194.The modeled gravity was interpolated from observed gravity values.
 CM1194
 CM1194;                    North         East    Units  Estimated Accuracy
 CM1194;SPC AL E     -   202,320.      186,110.      MT  (+/- 180 meters Scaled)
 CM1194
 CM1194                          SUPERSEDED SURVEY CONTROL
 CM1194
 CM1194  NGVD 29 (??/??/92)   61.644  (m)          202.24   (f) ADJ UNCH    2 0
 CM1194
 CM1194.Superseded values are not recommended for survey control.
 CM1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1194.See file dsdata.txt to determine how the superseded data were derived.
 CM1194
 CM1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA959768(NAD 83)
 CM1194_MARKER: DB = BENCH MARK DISK
 CM1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1194_STAMPING: C 149 1943
 CM1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1194+STABILITY: SURFACE MOTION
 CM1194
 CM1194  HISTORY     - Date     Condition        Report By
 CM1194  HISTORY     - 1943     MONUMENTED       CGS
 CM1194
 CM1194                          STATION DESCRIPTION
 CM1194
 CM1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1194'2.3 MI N FROM CECIL.
 CM1194'2.3 MILES NORTH ALONG THE CECIL-WHITE CHURCH ROAD FROM THE POST
 CM1194'OFFICE AT CECIL, SET ON THE PROPERTY OF E.O. HALL, 217.0 FEET
 CM1194'NORTH OF A WOODEN BRIDGE AT A CURVE IN THE ROAD, 60.0 FEET EAST OF
 CM1194'CENTER-LINE OF THE ROAD, 32.0 FEET EAST OF THE RIGHT-OF-WAY FENCE,
 CM1194'1.7 FEET NORTH OF A PASTURE FENCE, 1.9 FEET EAST OF REFERENCE POST,
 CM1194'A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT
 CM1194'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2850 ***********************************************************************
 DH2850  DESIGNATION -  C 15 D
 DH2850  PID         -  DH2850
 DH2850  STATE/COUNTY-  AL/JEFFERSON
 DH2850  USGS QUAD   -  BROOKSIDE (1986)
 DH2850
 DH2850                         *CURRENT SURVEY CONTROL
 DH2850  ___________________________________________________________________
 DH2850* NAD 83(1992)-  33 40 25.23185(N)    086 57 38.61619(W)     ADJUSTED  
 DH2850* NAVD 88     -       124.8    (meters)     409.     (feet)  VERTCON   
 DH2850  ___________________________________________________________________
 DH2850  LAPLACE CORR-          -2.60  (seconds)                    DEFLEC99
 DH2850  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DH2850
 DH2850  HORZ ORDER  -  FIRST
 DH2850
 DH2850.The horizontal coordinates were established by classical geodetic methods
 DH2850.and adjusted by the National Geodetic Survey in December 1992..
 DH2850
 DH2850.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2850.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2850
 DH2850.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2850
 DH2850.The geoid height was determined by GEOID03.
 DH2850
 DH2850;                    North         East     Units Scale Factor Converg.
 DH2850;SPC AL W     -   407,455.645   650,007.299   MT  0.99996415   +0 17 56.4
 DH2850;UTM  16      - 3,725,975.417   503,640.612   MT  0.99960016   +0 01 18.4
 DH2850
 DH2850!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2850!SPC AL W     -   0.99998493  x   0.99996415  =   0.99994908
 DH2850!UTM  16      -   0.99998493  x   0.99960016  =   0.99958509
 DH2850
 DH2850                          SUPERSEDED SURVEY CONTROL
 DH2850
 DH2850  NAD 83(1986)-  33 40 25.23838(N)    086 57 38.61539(W) AD(       ) 1
 DH2850  NGVD 29 (08/10/92)  124.8    (m)          409.     (f) VERT ANG       
 DH2850
 DH2850.Superseded values are not recommended for survey control.
 DH2850.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2850.See file dsdata.txt to determine how the superseded data were derived.
 DH2850
 DH2850_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0364125975(NAD 83)
 DH2850_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 DH2850_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 DH2850_SP_SET: PREFAB CONC. POST IN EARTH
 DH2850_STAMPING: ABC C 15 D
 DH2850_MARK LOGO: NONE  
 DH2850_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2850_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2850
 DH2850  HISTORY     - Date     Condition        Report By
 DH2850  HISTORY     - UNK      MONUMENTED       RBNF
 DH2850
 DH2850                          STATION DESCRIPTION
 DH2850
 DH2850'DESCRIBED BY RESEARCHED BUT NOT FOUND UNK
 DH2850'THIS STATION IS THE AZIMUTH FOR 37-7.  THE YEAR IT WAS SET IS UNKNOWN.
 DH2850'POLARIS OBSERVATIONS WERE MADE TO THE STATION.
 DH2850'THE STATION IS LOCATED IN NORTHWEST JEFFERSON COUNTY ABOUT 11 MI
 DH2850'(17.7 KM) NORTHWEST OF BIRMINGHAM AN ON THE ALABAMA POWER COMPANY
 DH2850'RIGHT OF WAY JUST OFF WHITLAKE DR ABOUT 0.5 MI (0.8 KM) SOUTHEAST OF
 DH2850'LINN CROSSING.
 DH2850'TO REACH THE STATION FROM THE JUNCTION OF U.S. 78 AND OLD JASPER HWY
 DH2850'JUST NORTHWEST OF LINN CROSSING, DRIVE SOUTHEASTERLY ON OLD JASPER
 DH2850'HWY FOR 0.5 MI (0.8 KM) TO A STOP SIGN AND BECKY LYNN RD ON THE
 DH2850'RIGHT, CONTINUE STRAIGHT AHEAD ON OLD JASPER HWY UNDER THE RAILROAD
 DH2850'BRIDGE FOR 0.1 MI (0.2 KM) TO A Y-INTERSECTION AND LYNNS CROSSING RD
 DH2850'TO THE LEFT, TAKE THE LEFT FORK AND GO 0.35 MI (0.56 KM) CROSSING THE
 DH2850'RAILROAD TWICE TO WHITLAKE DR ON THE RIGHT, TURN RIGHT ON WHITLAKE DR
 DH2850'AND GO 0.1 MI (0.2 KM) TO THE POWER LINE CROSSING, TURN RIGHT AND GO
 DH2850'UP THE POWER LINE FOR ABOUT 0.02 MI (0.03 KM) TO TOP OF THE HILL AND
 DH2850'STATION ON THE LEFT.
 DH2850'THE STATION IS A 2.5 INCH PLAIN DISK SET IN THE TOP OF A 4-INCH SQUARE
 DH2850'CONCRETE POST THAT PROJECTS ABOUT 3-INCHES AND IS STAMPED ABC C 15 D.
 DH2850'THE PUNCH MARK FOR THE STATION IS NOT IN THE CENTER OF THE DISK.  IT
 DH2850'IS ABOUT 129 FT (39.3 M) FROM THE CENTER OF WHITLAKE RD, 2.7 FT
 DH2850'(0.8 M) NORTH OF A POWER POLE, 2.6 FT (0.8 M) NORTHEAST OF AN ALABAMA
 DH2850'BY-PRODUCTS CO WITNESS POST SIGN, AND 0.7 FT (21.3 CM) NORTH OF A NGS
 DH2850'CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0774 ***********************************************************************
 EF0774  DESIGNATION -  C 15 RESET
 EF0774  PID         -  EF0774
 EF0774  STATE/COUNTY-  AL/LAUDERDALE
 EF0774  USGS QUAD   -  WHEELER DAM (1988)
 EF0774
 EF0774                         *CURRENT SURVEY CONTROL
 EF0774  ___________________________________________________________________
 EF0774* NAD 83(1986)-  34 51 35.     (N)    087 29 14.     (W)     SCALED    
 EF0774* NAVD 88     -       183.72   (+/-2cm)     602.8    (feet)  VERTCON   
 EF0774  ___________________________________________________________________
 EF0774  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EF0774
 EF0774  VERT ORDER  -  THIRD (See Below)
 EF0774
 EF0774.The horizontal coordinates were scaled from a topographic map and have
 EF0774.an estimated accuracy of +/- 6 seconds.
 EF0774
 EF0774.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF0774.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF0774.The vertical order pertains to the NGVD 29 superseded value.
 EF0774
 EF0774.The geoid height was determined by GEOID03.
 EF0774
 EF0774;                    North         East    Units  Estimated Accuracy
 EF0774;SPC AL W     -   538,880.      601,170.      MT  (+/- 180 meters Scaled)
 EF0774
 EF0774                          SUPERSEDED SURVEY CONTROL
 EF0774
 EF0774  NGVD 29 (11/20/03)  183.67   (m)          602.6    (f) RESET       3  
 EF0774
 EF0774.Superseded values are not recommended for survey control.
 EF0774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0774.See file dsdata.txt to determine how the superseded data were derived.
 EF0774
 EF0774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD554575(NAD 83)
 EF0774_MARKER: DB = BENCH MARK DISK
 EF0774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0774_STAMPING: 602.919 C 15 1933 RESET 1938
 EF0774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0774+STABILITY: SURFACE MOTION
 EF0774
 EF0774  HISTORY     - Date     Condition        Report By
 EF0774  HISTORY     - 1938     MONUMENTED       TVA
 EF0774  HISTORY     - 1938     GOOD             NGS
 EF0774  HISTORY     - 1950     GOOD             TVA
 EF0774
 EF0774                          STATION DESCRIPTION
 EF0774
 EF0774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1938
 EF0774'1.5 MI W FROM CENTERSTAR.
 EF0774'ABOUT 1.5 MILES WEST ALONG U.S. HIGHWAY 72 FROM CENTERSTAR, LAUDERDALE
 EF0774'COUNTY, ABOUT 60 YARDS EAST OF A NARROW CONCRETE BRIDGE IN A HOLLOW,
 EF0774'ABOUT 100 YARDS NORTHEAST OF A COTTON GIN, ON THE EAST SIDE OF THE
 EF0774'ROAD LEADING TO THE COTTON GIN, AND ABOUT 39 FEET SOUTH OF THE CENTER
 EF0774'LINE OF THE HIGHWAY.  A STANDARD DISK, STAMPED 602.919 C 15 1933 RESET
 EF0774'1938 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- MARK IS 40 FEET
 EF0774'EAST OF A ROAD TO A HOUSE AND 45 FEET SOUTH OF C.L. (CENTER LINE) OF
 EF0774'U.S. HIGHWAY 72, MARK IS 1 FOOT NORTH OF STEEL POST WITH CONTROL
 EF0774'MARKER.
 EF0774
 EF0774                          STATION RECOVERY (1950)
 EF0774
 EF0774'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0585 ***********************************************************************
 CM0585  DESIGNATION -  C 150
 CM0585  PID         -  CM0585
 CM0585  STATE/COUNTY-  AL/LEE
 CM0585  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM0585
 CM0585                         *CURRENT SURVEY CONTROL
 CM0585  ___________________________________________________________________
 CM0585* NAD 83(1986)-  32 36 03.     (N)    085 22 18.     (W)     SCALED    
 CM0585* NAVD 88     -       222.268  (meters)     729.22   (feet)  ADJUSTED  
 CM0585  ___________________________________________________________________
 CM0585  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CM0585  DYNAMIC HT  -         222.005 (meters)     728.36  (feet)  COMP
 CM0585  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 CM0585
 CM0585  VERT ORDER  -  SECOND    CLASS 0
 CM0585
 CM0585.The horizontal coordinates were scaled from a topographic map and have
 CM0585.an estimated accuracy of +/- 6 seconds.
 CM0585
 CM0585.The orthometric height was determined by differential leveling
 CM0585.and adjusted by the National Geodetic Survey in June 1991..
 CM0585
 CM0585.The geoid height was determined by GEOID03.
 CM0585
 CM0585.The dynamic height is computed by dividing the NAVD 88
 CM0585.geopotential number by the normal gravity value computed on the
 CM0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0585.degrees latitude (g = 980.6199 gals.).
 CM0585
 CM0585.The modeled gravity was interpolated from observed gravity values.
 CM0585
 CM0585;                    North         East    Units  Estimated Accuracy
 CM0585;SPC AL E     -   233,020.      243,340.      MT  (+/- 180 meters Scaled)
 CM0585
 CM0585                          SUPERSEDED SURVEY CONTROL
 CM0585
 CM0585  NGVD 29 (??/??/92)  222.233  (m)          729.11   (f) ADJ UNCH    2 0
 CM0585
 CM0585.Superseded values are not recommended for survey control.
 CM0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0585.See file dsdata.txt to determine how the superseded data were derived.
 CM0585
 CM0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB528082(NAD 83)
 CM0585_MARKER: DB = BENCH MARK DISK
 CM0585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0585+STABILITY: SURFACE MOTION
 CM0585
 CM0585  HISTORY     - Date     Condition        Report By
 CM0585  HISTORY     - UNK      MONUMENTED       CGS
 CM0585
 CM0585                          STATION DESCRIPTION
 CM0585
 CM0585'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0585'3.2 MI S FROM OPELIKA.
 CM0585'3.2 MILES SOUTH ALONG STATE HIGHWAY NO. 37 FROM THE COUNTY COURT
 CM0585'HOUSE AT OPELIKA, AT A DRIVE-WAY LEADING WEST TO A WHITE FARM
 CM0585'HOUSE, 49.0 FEET WEST OF CENTERLINE OF THE HIGHWAY, 28.0 FEET
 CM0585'SOUTH OF CENTER-LINE OF THE DRIVE-WAY, 12.2 FEET WEST OF TELEPHONE
 CM0585'POLE NO. 21 1/2, 11.4 FEET NORTHWEST OF A 12 INCH OAK TREE, 1.5
 CM0585'FEET WEST OF REFERENCE POST, A DISK SET IN TOP OF A CONCRETE
 CM0585'POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0072 ***********************************************************************
 BV0072  DESIGNATION -  C 151
 BV0072  PID         -  BV0072
 BV0072  STATE/COUNTY-  AL/CLARKE
 BV0072  USGS QUAD   -  COFFEEVILLE (1981)
 BV0072
 BV0072                         *CURRENT SURVEY CONTROL
 BV0072  ___________________________________________________________________
 BV0072* NAD 83(1986)-  31 50 23.     (N)    088 07 27.     (W)     SCALED    
 BV0072* NAVD 88     -        37.005  (meters)     121.41   (feet)  ADJUSTED  
 BV0072  ___________________________________________________________________
 BV0072  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BV0072  DYNAMIC HT  -          36.961 (meters)     121.26  (feet)  COMP
 BV0072  MODELED GRAV-     979,460.5   (mgal)                       NAVD 88
 BV0072
 BV0072  VERT ORDER  -  SECOND    CLASS 0
 BV0072
 BV0072.The horizontal coordinates were scaled from a topographic map and have
 BV0072.an estimated accuracy of +/- 6 seconds.
 BV0072
 BV0072.The orthometric height was determined by differential leveling
 BV0072.and adjusted by the National Geodetic Survey in June 1991..
 BV0072
 BV0072.The geoid height was determined by GEOID03.
 BV0072
 BV0072.The dynamic height is computed by dividing the NAVD 88
 BV0072.geopotential number by the normal gravity value computed on the
 BV0072.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0072.degrees latitude (g = 980.6199 gals.).
 BV0072
 BV0072.The modeled gravity was interpolated from observed gravity values.
 BV0072
 BV0072;                    North         East    Units  Estimated Accuracy
 BV0072;SPC AL W     -   204,120.      540,920.      MT  (+/- 180 meters Scaled)
 BV0072
 BV0072                          SUPERSEDED SURVEY CONTROL
 BV0072
 BV0072  NGVD 29 (??/??/92)   36.994  (m)          121.37   (f) ADJ UNCH    2 0
 BV0072
 BV0072.Superseded values are not recommended for survey control.
 BV0072.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0072.See file dsdata.txt to determine how the superseded data were derived.
 BV0072
 BV0072_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA936232(NAD 83)
 BV0072_MARKER: DB = BENCH MARK DISK
 BV0072_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0072_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0072_STAMPING: C 151 1943
 BV0072_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0072+STABILITY: SURFACE MOTION
 BV0072
 BV0072  HISTORY     - Date     Condition        Report By
 BV0072  HISTORY     - 1943     MONUMENTED       CGS
 BV0072  HISTORY     - 19540106 MARK NOT FOUND   LOCENG
 BV0072  HISTORY     - 1960     GOOD             NGS
 BV0072
 BV0072                          STATION DESCRIPTION
 BV0072
 BV0072'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1954
 BV0072'MARK NOT FOUND.
 BV0072
 BV0072                          STATION RECOVERY (1960)
 BV0072
 BV0072'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 BV0072'6.2 MI N FROM COFFEEVILLE.
 BV0072'LOCATED 6.2 MILES NORTH ALONG COUNTY HIGHWAY 1 FROM ITS JUNCTION WITH
 BV0072'STATE HIGHWAY 69 AT THE NORTH EDGE OF COFFEEVILLE, AT THE PROPERTY
 BV0072'OWNED BY EARL THORNTON, 74 FEET SOUTH SOUTHWEST OF A POWER POLE WITH A
 BV0072'TRANSFORMER, 50 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 29
 BV0072'FEET SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 3.5 FEET NORTHEAST OF
 BV0072'A 6-INCH PINE TREE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 14 FEET
 BV0072'NORTHEAST OF A FENCE CORNER, 3 FEET SOUTHWEST OF A FENCE LINE, 15 FEET
 BV0072'SOUTH-SOUTHWEST OF THE PROJECTED PLANE OF THE SOUTHWEST SIDE OF THE
 BV0072'HOUSE, AND 53 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE DRIVEWAY
 BV0072'LEADING TO THE HOUSE.  IT IS A STANDARD DISK, SET IN THE TOP OF A
 BV0072'6-INCH SQUARE PRECAST CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2451 ***********************************************************************
 CN2451  DESIGNATION -  C 152
 CN2451  PID         -  CN2451
 CN2451  STATE/COUNTY-  AL/MARENGO
 CN2451  USGS QUAD   -  MYRTLEWOOD SOUTH (1978)
 CN2451
 CN2451                         *CURRENT SURVEY CONTROL
 CN2451  ___________________________________________________________________
 CN2451* NAD 83(1986)-  32 08 21.     (N)    087 59 49.     (W)     SCALED    
 CN2451* NAVD 88     -        68.652  (meters)     225.24   (feet)  ADJUSTED  
 CN2451  ___________________________________________________________________
 CN2451  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CN2451  DYNAMIC HT  -          68.573 (meters)     224.98  (feet)  COMP
 CN2451  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CN2451
 CN2451  VERT ORDER  -  SECOND    CLASS 0
 CN2451
 CN2451.The horizontal coordinates were scaled from a topographic map and have
 CN2451.an estimated accuracy of +/- 6 seconds.
 CN2451
 CN2451.The orthometric height was determined by differential leveling
 CN2451.and adjusted by the National Geodetic Survey in June 1991..
 CN2451
 CN2451.The geoid height was determined by GEOID03.
 CN2451
 CN2451.The dynamic height is computed by dividing the NAVD 88
 CN2451.geopotential number by the normal gravity value computed on the
 CN2451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2451.degrees latitude (g = 980.6199 gals.).
 CN2451
 CN2451.The modeled gravity was interpolated from observed gravity values.
 CN2451
 CN2451;                    North         East    Units  Estimated Accuracy
 CN2451;SPC AL W     -   237,260.      553,120.      MT  (+/- 180 meters Scaled)
 CN2451
 CN2451                          SUPERSEDED SURVEY CONTROL
 CN2451
 CN2451  NGVD 29 (??/??/92)   68.631  (m)          225.17   (f) ADJ UNCH    2 0
 CN2451
 CN2451.Superseded values are not recommended for survey control.
 CN2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2451.See file dsdata.txt to determine how the superseded data were derived.
 CN2451
 CN2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA059562(NAD 83)
 CN2451_MARKER: DB = BENCH MARK DISK
 CN2451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2451_STAMPING: C 152 1943
 CN2451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2451+STABILITY: SURFACE MOTION
 CN2451
 CN2451  HISTORY     - Date     Condition        Report By
 CN2451  HISTORY     - 1943     MONUMENTED       CGS
 CN2451  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2451
 CN2451                          STATION DESCRIPTION
 CN2451
 CN2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2451'2.6 MI N FROM NANAFALIA.
 CN2451'1.2 MILES WEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 CN2451'NANAFALIA, MARENGO COUNTY, 1.4 MILES NORTH ALONG STATE HIGHWAY 79. AT
 CN2451'THE JUNCTION OF A PRIVATE ROAD, 38.8 FEET WEST OF THE CENTER LINE OF
 CN2451'THE HIGHWAY, 24 FEET SOUTH OF THE CENTER LINE OF THE PRIVATE ROAD
 CN2451'LEADING WEST, 15.4 FEET SOUTH OF A GATEPOST (THE SOUTH ONE), 1.7 FEET
 CN2451'EAST OF A WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET HIGHER THAN THE
 CN2451'HIGHWAY.  A STANDARD DISK, STAMPED C 152 1943 AND SET IN THE TOP OF A
 CN2451'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 CN2451
 CN2451                          STATION RECOVERY (1974)
 CN2451
 CN2451'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2451'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0153 ***********************************************************************
 BU0153  DESIGNATION -  C 153
 BU0153  PID         -  BU0153
 BU0153  STATE/COUNTY-  AL/CRENSHAW
 BU0153  USGS QUAD   -  MOODYS CROSSROADS (1971)
 BU0153
 BU0153                         *CURRENT SURVEY CONTROL
 BU0153  ___________________________________________________________________
 BU0153* NAD 83(1986)-  31 44 09.     (N)    086 22 33.     (W)     SCALED    
 BU0153* NAVD 88     -       121.829  (meters)     399.70   (feet)  ADJUSTED  
 BU0153  ___________________________________________________________________
 BU0153  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BU0153  DYNAMIC HT  -         121.684 (meters)     399.22  (feet)  COMP
 BU0153  MODELED GRAV-     979,447.9   (mgal)                       NAVD 88
 BU0153
 BU0153  VERT ORDER  -  SECOND    CLASS 0
 BU0153
 BU0153.The horizontal coordinates were scaled from a topographic map and have
 BU0153.an estimated accuracy of +/- 6 seconds.
 BU0153
 BU0153.The orthometric height was determined by differential leveling
 BU0153.and adjusted by the National Geodetic Survey in June 1991..
 BU0153
 BU0153.The geoid height was determined by GEOID03.
 BU0153
 BU0153.The dynamic height is computed by dividing the NAVD 88
 BU0153.geopotential number by the normal gravity value computed on the
 BU0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0153.degrees latitude (g = 980.6199 gals.).
 BU0153
 BU0153.The modeled gravity was interpolated from observed gravity values.
 BU0153
 BU0153;                    North         East    Units  Estimated Accuracy
 BU0153;SPC AL E     -   137,140.      148,590.      MT  (+/- 180 meters Scaled)
 BU0153
 BU0153                          SUPERSEDED SURVEY CONTROL
 BU0153
 BU0153  NGVD 29 (??/??/92)  121.818  (m)          399.66   (f) ADJ UNCH    2 0
 BU0153
 BU0153.Superseded values are not recommended for survey control.
 BU0153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0153.See file dsdata.txt to determine how the superseded data were derived.
 BU0153
 BU0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA591113(NAD 83)
 BU0153_MARKER: DB = BENCH MARK DISK
 BU0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0153_STAMPING: C 153 1943
 BU0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0153+STABILITY: SURFACE MOTION
 BU0153
 BU0153  HISTORY     - Date     Condition        Report By
 BU0153  HISTORY     - 1943     MONUMENTED       CGS
 BU0153
 BU0153                          STATION DESCRIPTION
 BU0153
 BU0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0153'7.2 MI W FROM LUVERNE.
 BU0153'7.2 MILES WEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT LUVERNE,
 BU0153'CRENSHAW COUNTY, IN THE NORTHWEST QUARTER OF A ROAD INTERSECTION, 68
 BU0153'FEET WEST OF THE CENTER LINE OF THE ROAD LEADING NORTH, 37.5 FEET
 BU0153'NORTH OF THE CENTER LINE OF THE HIGHWAY, 1.9 FEET SOUTH OF A FENCE,
 BU0153'AND 1.5 FEET EAST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK,
 BU0153'STAMPED C 153 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BU0153'0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0823 ***********************************************************************
 CM0823  DESIGNATION -  C 154
 CM0823  PID         -  CM0823
 CM0823  STATE/COUNTY-  AL/RUSSELL
 CM0823  USGS QUAD   -  OMAHA (1984)
 CM0823
 CM0823                         *CURRENT SURVEY CONTROL
 CM0823  ___________________________________________________________________
 CM0823* NAD 83(1986)-  32 12 35.     (N)    085 01 35.     (W)     SCALED    
 CM0823* NAVD 88     -        96.128  (meters)     315.38   (feet)  ADJUSTED  
 CM0823  ___________________________________________________________________
 CM0823  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 CM0823  DYNAMIC HT  -          96.019 (meters)     315.02  (feet)  COMP
 CM0823  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 CM0823
 CM0823  VERT ORDER  -  SECOND    CLASS 0
 CM0823
 CM0823.The horizontal coordinates were scaled from a topographic map and have
 CM0823.an estimated accuracy of +/- 6 seconds.
 CM0823
 CM0823.The orthometric height was determined by differential leveling
 CM0823.and adjusted by the National Geodetic Survey in June 1991..
 CM0823
 CM0823.The geoid height was determined by GEOID03.
 CM0823
 CM0823.The dynamic height is computed by dividing the NAVD 88
 CM0823.geopotential number by the normal gravity value computed on the
 CM0823.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0823.degrees latitude (g = 980.6199 gals.).
 CM0823
 CM0823.The modeled gravity was interpolated from observed gravity values.
 CM0823
 CM0823;                    North         East    Units  Estimated Accuracy
 CM0823;SPC AL E     -   189,840.      276,080.      MT  (+/- 180 meters Scaled)
 CM0823
 CM0823                          SUPERSEDED SURVEY CONTROL
 CM0823
 CM0823  NGVD 29 (??/??/92)   96.156  (m)          315.47   (f) ADJ UNCH    2 0
 CM0823
 CM0823.Superseded values are not recommended for survey control.
 CM0823.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0823.See file dsdata.txt to determine how the superseded data were derived.
 CM0823
 CM0823_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA860653(NAD 83)
 CM0823_MARKER: DB = BENCH MARK DISK
 CM0823_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0823_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0823_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0823+STABILITY: SURFACE MOTION
 CM0823
 CM0823  HISTORY     - Date     Condition        Report By
 CM0823  HISTORY     - UNK      MONUMENTED       CGS
 CM0823
 CM0823                          STATION DESCRIPTION
 CM0823
 CM0823'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0823'5.5 MI N FROM COTTONTON.
 CM0823'5.5 MILES NORTH OF THE POST OFFICE AT COTTONTON, ALONG THE OLD
 CM0823'RIVER ROAD, SET ON THE SIDE OF A HILL, 27 FEET WEST OF THE
 CM0823'CENTER-LINE OF THE OLD RIVER ROAD, 28 FEET SOUTH OF A DIM ROAD
 CM0823'LEADING IN WOODS, 20 FEET NORTH OF AN 18 INCH PINE TREE WITH A
 CM0823'PAINTED BLAZE, 1 FOOT WEST OF REFERENCE POST, BENCH MARK DISK SET IN
 CM0823'TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0830 ***********************************************************************
 CM0830  DESIGNATION -  C 156
 CM0830  PID         -  CM0830
 CM0830  STATE/COUNTY-  AL/RUSSELL
 CM0830  USGS QUAD   -  TWIN SPRINGS (1985)
 CM0830
 CM0830                         *CURRENT SURVEY CONTROL
 CM0830  ___________________________________________________________________
 CM0830* NAD 83(1986)-  32 06 15.     (N)    085 04 50.     (W)     SCALED    
 CM0830* NAVD 88     -        87.405  (meters)     286.76   (feet)  ADJUSTED  
 CM0830  ___________________________________________________________________
 CM0830  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CM0830  DYNAMIC HT  -          87.305 (meters)     286.43  (feet)  COMP
 CM0830  MODELED GRAV-     979,495.1   (mgal)                       NAVD 88
 CM0830
 CM0830  VERT ORDER  -  SECOND    CLASS 0
 CM0830
 CM0830.The horizontal coordinates were scaled from a topographic map and have
 CM0830.an estimated accuracy of +/- 6 seconds.
 CM0830
 CM0830.The orthometric height was determined by differential leveling
 CM0830.and adjusted by the National Geodetic Survey in June 1991..
 CM0830
 CM0830.The geoid height was determined by GEOID03.
 CM0830
 CM0830.The dynamic height is computed by dividing the NAVD 88
 CM0830.geopotential number by the normal gravity value computed on the
 CM0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0830.degrees latitude (g = 980.6199 gals.).
 CM0830
 CM0830.The modeled gravity was interpolated from observed gravity values.
 CM0830
 CM0830;                    North         East    Units  Estimated Accuracy
 CM0830;SPC AL E     -   178,100.      271,050.      MT  (+/- 180 meters Scaled)
 CM0830
 CM0830                          SUPERSEDED SURVEY CONTROL
 CM0830
 CM0830  NGVD 29 (??/??/92)   87.440  (m)          286.88   (f) ADJ UNCH    2 0
 CM0830
 CM0830.Superseded values are not recommended for survey control.
 CM0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0830.See file dsdata.txt to determine how the superseded data were derived.
 CM0830
 CM0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA811535(NAD 83)
 CM0830_MARKER: DB = BENCH MARK DISK
 CM0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0830+STABILITY: SURFACE MOTION
 CM0830
 CM0830  HISTORY     - Date     Condition        Report By
 CM0830  HISTORY     - UNK      MONUMENTED       CGS
 CM0830  HISTORY     - 1973     MARK NOT FOUND   USGS
 CM0830
 CM0830                          STATION DESCRIPTION
 CM0830
 CM0830'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0830'2.9 MI S FROM COTTONTON.
 CM0830'2.9 MILES SOUTH ALONG THE OLD RIVER ROAD FROM THE POST OFFICE AT
 CM0830'COTTONTON, 300.0 FEET SOUTH OF THE JUNCTION OF A GRADED ROAD
 CM0830'LEADING WEST, 79.0 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CM0830'LARGE FARM HOUSE WITH A TIN ROOF, 34.0 FEET WEST OF CENTER-LINE OF
 CM0830'THE ROAD, 2.7 FEET NORTH OF A WIRE FENCE, 1.7 FEET WEST OF
 CM0830'REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 CM0830'ABOUT 0.4 FOOT ABOVE THE GROUND.
 CM0830
 CM0830                          STATION RECOVERY (1973)
 CM0830
 CM0830'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CM0830'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0590 ***********************************************************************
 BT0590  DESIGNATION -  C 157
 BT0590  PID         -  BT0590
 BT0590  STATE/COUNTY-  AL/HENRY
 BT0590  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT0590
 BT0590                         *CURRENT SURVEY CONTROL
 BT0590  ___________________________________________________________________
 BT0590* NAD 83(1986)-  31 38 40.     (N)    085 16 21.     (W)     SCALED    
 BT0590* NAVD 88     -       145.547  (meters)     477.52   (feet)  ADJUSTED  
 BT0590  ___________________________________________________________________
 BT0590  GEOID HEIGHT-         -26.24  (meters)                     GEOID03
 BT0590  DYNAMIC HT  -         145.373 (meters)     476.94  (feet)  COMP
 BT0590  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 BT0590
 BT0590  VERT ORDER  -  SECOND    CLASS 0
 BT0590
 BT0590.The horizontal coordinates were scaled from a topographic map and have
 BT0590.an estimated accuracy of +/- 6 seconds.
 BT0590
 BT0590.The orthometric height was determined by differential leveling
 BT0590.and adjusted by the National Geodetic Survey in June 1991..
 BT0590
 BT0590.The geoid height was determined by GEOID03.
 BT0590
 BT0590.The dynamic height is computed by dividing the NAVD 88
 BT0590.geopotential number by the normal gravity value computed on the
 BT0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0590.degrees latitude (g = 980.6199 gals.).
 BT0590
 BT0590.The modeled gravity was interpolated from observed gravity values.
 BT0590
 BT0590;                    North         East    Units  Estimated Accuracy
 BT0590;SPC AL E     -   127,020.      253,200.      MT  (+/- 180 meters Scaled)
 BT0590
 BT0590                          SUPERSEDED SURVEY CONTROL
 BT0590
 BT0590  NGVD 29 (??/??/92)  145.605  (m)          477.71   (f) ADJ UNCH    2 0
 BT0590
 BT0590.Superseded values are not recommended for survey control.
 BT0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0590.See file dsdata.txt to determine how the superseded data were derived.
 BT0590
 BT0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA638023(NAD 83)
 BT0590_MARKER: DB = BENCH MARK DISK
 BT0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0590_STAMPING: C 157 1943
 BT0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0590+STABILITY: SURFACE MOTION
 BT0590
 BT0590  HISTORY     - Date     Condition        Report By
 BT0590  HISTORY     - 1943     MONUMENTED       CGS
 BT0590  HISTORY     - 1952     GOOD             NGS
 BT0590
 BT0590                          STATION DESCRIPTION
 BT0590
 BT0590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0590'6.4 MI N FROM ABBEVILLE.
 BT0590'ABOUT 6.35 MILES NORTH ALONG U.S. HIGHWAY 241 FROM THE COURT HOUSE
 BT0590'AT ABBEVILLE, 1.2 MILES SOUTH OF THE JUNCTION OF A BLACKTOP ROAD
 BT0590'NORTHWEST AT LAWRENCEVILLE, AT THE JUNCTION OF A GRADED ROAD
 BT0590'SOUTHEAST, 36 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 40
 BT0590'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD SOUTHEAST, 188 FEET
 BT0590'NORTHEAST OF THE CENTER OF THE SOUTHEAST END OF A 30-INCH PIPE CULVERT
 BT0590'UNDER THE HIGHWAY, 21 FEET NORTHEAST OF A FENCE CORNER, 3 1/2 FEET
 BT0590'NORTHWEST OF A FENCE LINE, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 BT0590'AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  THIS
 BT0590'MARK IS APT TO BE COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0304 ***********************************************************************
 CO0304  DESIGNATION -  C 158
 CO0304  PID         -  CO0304
 CO0304  STATE/COUNTY-  AL/SUMTER
 CO0304  USGS QUAD   -  BELLAMY (1986)
 CO0304
 CO0304                         *CURRENT SURVEY CONTROL
 CO0304  ___________________________________________________________________
 CO0304* NAD 83(1986)-  32 29 22.     (N)    088 11 08.     (W)     SCALED    
 CO0304* NAVD 88     -        32.848  (meters)     107.77   (feet)  ADJUSTED  
 CO0304  ___________________________________________________________________
 CO0304  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 CO0304  DYNAMIC HT  -          32.810 (meters)     107.64  (feet)  COMP
 CO0304  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 CO0304
 CO0304  VERT ORDER  -  FIRST     CLASS II
 CO0304
 CO0304.The horizontal coordinates were scaled from a topographic map and have
 CO0304.an estimated accuracy of +/- 6 seconds.
 CO0304
 CO0304.The orthometric height was determined by differential leveling
 CO0304.and adjusted by the National Geodetic Survey in June 1991..
 CO0304
 CO0304.The geoid height was determined by GEOID03.
 CO0304
 CO0304.The dynamic height is computed by dividing the NAVD 88
 CO0304.geopotential number by the normal gravity value computed on the
 CO0304.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0304.degrees latitude (g = 980.6199 gals.).
 CO0304
 CO0304.The modeled gravity was interpolated from observed gravity values.
 CO0304
 CO0304;                    North         East    Units  Estimated Accuracy
 CO0304;SPC AL W     -   276,200.      535,570.      MT  (+/- 180 meters Scaled)
 CO0304
 CO0304                          SUPERSEDED SURVEY CONTROL
 CO0304
 CO0304  NGVD 29 (??/??/92)   32.82   (m)          107.7    (f) COMPUTED    1 2
 CO0304
 CO0304.Superseded values are not recommended for survey control.
 CO0304.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0304.See file dsdata.txt to determine how the superseded data were derived.
 CO0304
 CO0304_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA886953(NAD 83)
 CO0304_MARKER: DB = BENCH MARK DISK
 CO0304_SETTING: 0 = UNSPECIFIED SETTING
 CO0304_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0304
 CO0304  HISTORY     - Date     Condition        Report By
 CO0304  HISTORY     - UNK      MONUMENTED       CGS
 CO0304  HISTORY     - 1968     MARK NOT FOUND   NGS
 CO0304
 CO0304                          STATION DESCRIPTION
 CO0304
 CO0304'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0304'6.5 MI E FROM YORK.
 CO0304'BENCH MARK IS 6.5 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE
 CO0304'STATION AT YORK, AT THE BENNETT CROSSING.  IT IS 26.2 FEET NORTH OF
 CO0304'AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF THE TRACK, 16.0 FEET
 CO0304'EAST OF THE CENTERLINE OF A GRADED ROAD CROSSING, 5.7 FEET EAST OF
 CO0304'MILEPOST NO. 264 AND 3.5 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.
 CO0304'MONUMENT PROJECTS 0.1 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0059 ***********************************************************************
 CO0059  DESIGNATION -  C 159
 CO0059  PID         -  CO0059
 CO0059  STATE/COUNTY-  AL/SUMTER
 CO0059  USGS QUAD   -  BOYD (1987)
 CO0059
 CO0059                         *CURRENT SURVEY CONTROL
 CO0059  ___________________________________________________________________
 CO0059* NAD 83(1986)-  32 30 31.     (N)    088 16 08.     (W)     SCALED    
 CO0059* NAVD 88     -        47.364  (meters)     155.39   (feet)  ADJUSTED  
 CO0059  ___________________________________________________________________
 CO0059  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CO0059  DYNAMIC HT  -          47.309 (meters)     155.21  (feet)  COMP
 CO0059  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 CO0059
 CO0059  VERT ORDER  -  FIRST     CLASS II
 CO0059
 CO0059.The horizontal coordinates were scaled from a topographic map and have
 CO0059.an estimated accuracy of +/- 6 seconds.
 CO0059
 CO0059.The orthometric height was determined by differential leveling
 CO0059.and adjusted by the National Geodetic Survey in June 1991..
 CO0059
 CO0059.The geoid height was determined by GEOID03.
 CO0059
 CO0059.The dynamic height is computed by dividing the NAVD 88
 CO0059.geopotential number by the normal gravity value computed on the
 CO0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0059.degrees latitude (g = 980.6199 gals.).
 CO0059
 CO0059.The modeled gravity was interpolated from observed gravity values.
 CO0059
 CO0059;                    North         East    Units  Estimated Accuracy
 CO0059;SPC AL W     -   278,380.      527,750.      MT  (+/- 180 meters Scaled)
 CO0059
 CO0059                          SUPERSEDED SURVEY CONTROL
 CO0059
 CO0059  NGVD 29 (??/??/92)   47.331  (m)          155.29   (f) ADJ UNCH    1 2
 CO0059
 CO0059.Superseded values are not recommended for survey control.
 CO0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0059.See file dsdata.txt to determine how the superseded data were derived.
 CO0059
 CO0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA808975(NAD 83)
 CO0059_MARKER: DB = BENCH MARK DISK
 CO0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0059_STAMPING: C 159 1944
 CO0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0059+STABILITY: SURFACE MOTION
 CO0059
 CO0059  HISTORY     - Date     Condition        Report By
 CO0059  HISTORY     - 1944     MONUMENTED       CGS
 CO0059
 CO0059                          STATION DESCRIPTION
 CO0059
 CO0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CO0059'2.2 MI NE FROM YORK.
 CO0059'2.2 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CO0059'YORK, SUMTER COUNTY, 26.5 FEET NORTHWEST OF MILEPOST 266, 125 FEET
 CO0059'NORTHEAST OF THE CENTER OF A DIRT-ROAD CROSSING, 48.5 FEET NORTHWEST
 CO0059'OF THE CENTERLINE OF THE TRACK, 1.7 FEET SOUTHEAST OF THE RIGHT-OF-WAY
 CO0059'FENCE, 3.6 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND 1 FOOT
 CO0059'HIGHER THAN THE TRACK.  A STANDARD DISK, SET IN THE TOP OF A CONCRETE
 CO0059'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0815 ***********************************************************************
 BU0815  DESIGNATION -  C 16
 BU0815  PID         -  BU0815
 BU0815  STATE/COUNTY-  AL/MONROE
 BU0815  USGS QUAD   -  MONROEVILLE (1986)
 BU0815
 BU0815                         *CURRENT SURVEY CONTROL
 BU0815  ___________________________________________________________________
 BU0815* NAD 83(1986)-  31 31 40.     (N)    087 16 30.     (W)     SCALED    
 BU0815* NAVD 88     -        58.950  (meters)     193.41   (feet)  ADJUSTED  
 BU0815  ___________________________________________________________________
 BU0815  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU0815  DYNAMIC HT  -          58.877 (meters)     193.17  (feet)  COMP
 BU0815  MODELED GRAV-     979,414.1   (mgal)                       NAVD 88
 BU0815
 BU0815  VERT ORDER  -  SECOND    CLASS 0
 BU0815
 BU0815.The horizontal coordinates were scaled from a topographic map and have
 BU0815.an estimated accuracy of +/- 6 seconds.
 BU0815
 BU0815.The orthometric height was determined by differential leveling
 BU0815.and adjusted by the National Geodetic Survey in June 1991..
 BU0815
 BU0815.The geoid height was determined by GEOID03.
 BU0815
 BU0815.The dynamic height is computed by dividing the NAVD 88
 BU0815.geopotential number by the normal gravity value computed on the
 BU0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0815.degrees latitude (g = 980.6199 gals.).
 BU0815
 BU0815.The modeled gravity was interpolated from observed gravity values.
 BU0815
 BU0815;                    North         East    Units  Estimated Accuracy
 BU0815;SPC AL W     -   169,390.      621,370.      MT  (+/- 180 meters Scaled)
 BU0815
 BU0815                          SUPERSEDED SURVEY CONTROL
 BU0815
 BU0815  NGVD 29 (??/??/92)   58.935  (m)          193.36   (f) ADJ UNCH    2 0
 BU0815
 BU0815.Superseded values are not recommended for survey control.
 BU0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0815.See file dsdata.txt to determine how the superseded data were derived.
 BU0815
 BU0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV738881(NAD 83)
 BU0815_MARKER: DB = BENCH MARK DISK
 BU0815_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0815_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0815_STAMPING: C 16 1934
 BU0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0815+STABILITY: SURFACE MOTION
 BU0815
 BU0815  HISTORY     - Date     Condition        Report By
 BU0815  HISTORY     - 1934     MONUMENTED       CGS
 BU0815  HISTORY     - 1951     GOOD             NGS
 BU0815  HISTORY     - 1973     GOOD             NGS
 BU0815
 BU0815                          STATION DESCRIPTION
 BU0815
 BU0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0815'0.5 MI S FROM MONROETON.
 BU0815'ABOUT 0.5 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0815'THE STATION AT MONROETON, AT THE JUNCTION OF THE NORTH LEG OF THE
 BU0815'MANISTEE AND REPTON RAILROAD LEADING NORTHWEST TO MONROEVILLE, 45 FEET
 BU0815'EAST OF THE EAST RAIL OF THE L. AND N. RR, 218 FEET NORTH OF THE
 BU0815'CENTER LINE OF A PRIVATE ROAD, 110 FEET NORTHEAST AND ACROSS THE L.
 BU0815'AND N. TRACK FROM THE FIRST TELEPHONE NORTH OF M. AND R. RR JUNCTION,
 BU0815'67 FEET EAST AND ACROSS TRACKS FROM A SWITCH STAND, 2 FEET WEST OF A
 BU0815'FENCE LINE, ABOUT LEVEL WITH L. AND N. TRACK AND SET IN THE TOP OF A
 BU0815'CONCRETE POST PROJECTING 2 INCHES.
 BU0815
 BU0815                          STATION RECOVERY (1973)
 BU0815
 BU0815'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU0815'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0816 ***********************************************************************
 BU0816  DESIGNATION -  C 16 RESET
 BU0816  PID         -  BU0816
 BU0816  STATE/COUNTY-  AL/MONROE
 BU0816  USGS QUAD   -  MONROEVILLE (1986)
 BU0816
 BU0816                         *CURRENT SURVEY CONTROL
 BU0816  ___________________________________________________________________
 BU0816* NAD 83(1986)-  31 31 40.     (N)    087 16 30.     (W)     SCALED    
 BU0816* NAVD 88     -        59.10   (meters)     193.9    (feet)  RESET     
 BU0816  ___________________________________________________________________
 BU0816  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU0816
 BU0816  VERT ORDER  -  THIRD
 BU0816
 BU0816.The horizontal coordinates were scaled from a topographic map and have
 BU0816.an estimated accuracy of +/- 6 seconds.
 BU0816
 BU0816.The orthometric height was computed from unverified reset data.
 BU0816.No vertical observational check was made to the station.
 BU0816
 BU0816.The geoid height was determined by GEOID03.
 BU0816
 BU0816;                    North         East    Units  Estimated Accuracy
 BU0816;SPC AL W     -   169,390.      621,370.      MT  (+/- 180 meters Scaled)
 BU0816
 BU0816                          SUPERSEDED SURVEY CONTROL
 BU0816
 BU0816  NGVD 29 (11/20/03)   59.08   (m)          193.8    (f) RESET       3  
 BU0816
 BU0816.Superseded values are not recommended for survey control.
 BU0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0816.See file dsdata.txt to determine how the superseded data were derived.
 BU0816
 BU0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV738881(NAD 83)
 BU0816_MARKER: DB = BENCH MARK DISK
 BU0816_SETTING: 0 = UNSPECIFIED SETTING
 BU0816_STAMPING: C 16 RESET 1973
 BU0816_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0816
 BU0816  HISTORY     - Date     Condition        Report By
 BU0816  HISTORY     - 1973     MONUMENTED       NGS
 BU0816
 BU0816                          STATION DESCRIPTION
 BU0816
 BU0816'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BU0816'0.5 MI S FROM MONROETON.
 BU0816'LOCATED 0.5 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU0816'FROM THE STATION AT MONROETON, AT THE JUNCTION OF THE NORTH LEG OF THE
 BU0816'MANISREE AND REPTON RAILROAD LEADING NORTHWEST TO MONROEVILLE, 0.2
 BU0816'MILE NORTH OF MILEPOST 646, AT THE EAST EDGE OF A CULTIVATED FIELD, AT
 BU0816'THE NORTH SPUR OF THE OLIN CRAFT CORP, 2 FEET EAST OF A RIGHT-OF-WAY
 BU0816'FENCE, 48 FEET SOUTHWEST OF A SWITCH STAND, 60 FEET WEST OF THE WEST
 BU0816'RAIL OF THE MAIN TRACKS, 63 FEET NORTHWEST OF A FROG IN THE TRACKS AND
 BU0816'1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS STAMPED C 16 RESET 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2552 ***********************************************************************
 CN2552  DESIGNATION -  C 161
 CN2552  PID         -  CN2552
 CN2552  STATE/COUNTY-  AL/HALE
 CN2552  USGS QUAD   -  MOUNDVILLE WEST (1980)
 CN2552
 CN2552                         *CURRENT SURVEY CONTROL
 CN2552  ___________________________________________________________________
 CN2552* NAD 83(1986)-  32 59 25.     (N)    087 38 17.     (W)     SCALED    
 CN2552* NAVD 88     -        48.977  (meters)     160.69   (feet)  ADJUSTED  
 CN2552  ___________________________________________________________________
 CN2552  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 CN2552  DYNAMIC HT  -          48.922 (meters)     160.50  (feet)  COMP
 CN2552  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 CN2552
 CN2552  VERT ORDER  -  FIRST     CLASS II
 CN2552
 CN2552.The horizontal coordinates were scaled from a topographic map and have
 CN2552.an estimated accuracy of +/- 6 seconds.
 CN2552
 CN2552.The orthometric height was determined by differential leveling
 CN2552.and adjusted by the National Geodetic Survey in June 1991..
 CN2552
 CN2552.The geoid height was determined by GEOID03.
 CN2552
 CN2552.The dynamic height is computed by dividing the NAVD 88
 CN2552.geopotential number by the normal gravity value computed on the
 CN2552.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2552.degrees latitude (g = 980.6199 gals.).
 CN2552
 CN2552.The modeled gravity was interpolated from observed gravity values.
 CN2552
 CN2552;                    North         East    Units  Estimated Accuracy
 CN2552;SPC AL W     -   331,540.      587,100.      MT  (+/- 180 meters Scaled)
 CN2552
 CN2552                          SUPERSEDED SURVEY CONTROL
 CN2552
 CN2552  NGVD 29 (??/??/92)   48.94   (m)          160.6    (f) COMPUTED    1 2
 CN2552
 CN2552.Superseded values are not recommended for survey control.
 CN2552.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2552.See file dsdata.txt to determine how the superseded data were derived.
 CN2552
 CN2552_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB403503(NAD 83)
 CN2552_MARKER: DB = BENCH MARK DISK
 CN2552_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2552_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2552_STAMPING: C 161 1944
 CN2552_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2552+STABILITY: SURFACE MOTION
 CN2552
 CN2552  HISTORY     - Date     Condition        Report By
 CN2552  HISTORY     - 1944     MONUMENTED       CGS
 CN2552  HISTORY     - 1976     GOOD             USGS
 CN2552
 CN2552                          STATION DESCRIPTION
 CN2552
 CN2552'DESCRIBED BY US GEOLOGICAL SURVEY 1976
 CN2552'0.6 MI SW FROM MOUNDVILLE.
 CN2552'0.6 MI SW ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN2552'MOUNDVILLE,HALE COUNTY 1.9 FEET SE OF THE SIXTH POLE NW OF MI POST
 CN2552'214, 75 FT. NE OF A ROAD X-ING, 25.5 FEET NW OF THE TRACK, 31.4 FEET
 CN2552'SE OF THE CENTERLINE OF A BLACKTOP ROAD, 1.0 FT. SW OF A METAL
 CN2552'WITTNESS SIGN, AND 3.1 FEET LOWER THAN THE TRACK.  A STANDARD DISK,
 CN2552'SET IN TOP OF A CONCRETE POST, AND 0.8 FOOT BELOW THE SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1014 ***********************************************************************
 DH1014  DESIGNATION -  C 162
 DH1014  PID         -  DH1014
 DH1014  STATE/COUNTY-  AL/JEFFERSON
 DH1014  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1014
 DH1014                         *CURRENT SURVEY CONTROL
 DH1014  ___________________________________________________________________
 DH1014* NAD 83(1986)-  33 32 43.     (N)    086 49 35.     (W)     SCALED    
 DH1014* NAVD 88     -       172.597  (meters)     566.26   (feet)  ADJUSTED  
 DH1014  ___________________________________________________________________
 DH1014  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH1014  DYNAMIC HT  -         172.406 (meters)     565.64  (feet)  COMP
 DH1014  MODELED GRAV-     979,530.5   (mgal)                       NAVD 88
 DH1014
 DH1014  VERT ORDER  -  FIRST     CLASS II
 DH1014
 DH1014.The horizontal coordinates were scaled from a topographic map and have
 DH1014.an estimated accuracy of +/- 6 seconds.
 DH1014
 DH1014.The orthometric height was determined by differential leveling
 DH1014.and adjusted by the National Geodetic Survey in June 1991..
 DH1014
 DH1014.The geoid height was determined by GEOID03.
 DH1014
 DH1014.The dynamic height is computed by dividing the NAVD 88
 DH1014.geopotential number by the normal gravity value computed on the
 DH1014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1014.degrees latitude (g = 980.6199 gals.).
 DH1014
 DH1014.The modeled gravity was interpolated from observed gravity values.
 DH1014
 DH1014;                    North         East    Units  Estimated Accuracy
 DH1014;SPC AL W     -   393,290.      662,560.      MT  (+/- 180 meters Scaled)
 DH1014
 DH1014                          SUPERSEDED SURVEY CONTROL
 DH1014
 DH1014  NGVD 29 (??/??/92)  172.553  (m)          566.12   (f) ADJ UNCH    1 2
 DH1014
 DH1014.Superseded values are not recommended for survey control.
 DH1014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1014.See file dsdata.txt to determine how the superseded data were derived.
 DH1014
 DH1014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC161117(NAD 83)
 DH1014_MARKER: DB = BENCH MARK DISK
 DH1014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1014_SP_SET: CULVERT
 DH1014_STAMPING: C 162 1943
 DH1014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1014
 DH1014  HISTORY     - Date     Condition        Report By
 DH1014  HISTORY     - 1943     MONUMENTED       CGS
 DH1014  HISTORY     - 1980     MARK NOT FOUND   NGS
 DH1014
 DH1014                          STATION DESCRIPTION
 DH1014
 DH1014'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DH1014'2.0 MI N FROM BIRMINGHAM.
 DH1014'2.0 MILES NORTH AND 0.9 MILE WEST ALONG THE SOUTHERN RAILWAY FROM
 DH1014'TERMINAL STATION AT BIRMINGHAM, JEFFERSON COUNTY, 1.0 MILE EAST OF THE
 DH1014'STATION AT FINLEY, 278 YARDS WEST OF MILEPOST 4, 125 YARDS EAST OF THE
 DH1014'RAIL JOINT REFORMING CO. PROPERTY, AT A 6- BY 6-FOOT CONCRETE-BOX
 DH1014'CULVERT, IN THE TOP OF THE SOUTH HEAD WALL, 2.7 FEET EAST OF THE WEST
 DH1014'END, 11.7 FEET SOUTH OF THE CENTER LINE OF THE SOUTH TRACK, AND ABOUT
 DH1014'2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 162 1943.
 DH1014
 DH1014                          STATION RECOVERY (1980)
 DH1014
 DH1014'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH1014'NOT RECOVERED, BELIEVED DESTROYED, A NEW PAVED ROAD IS NOW AT THE
 DH1014'LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0694 ***********************************************************************
 DH0694  DESIGNATION -  C 163
 DH0694  PID         -  DH0694
 DH0694  STATE/COUNTY-  AL/JEFFERSON
 DH0694  USGS QUAD   -  GREENWOOD (1978)
 DH0694
 DH0694                         *CURRENT SURVEY CONTROL
 DH0694  ___________________________________________________________________
 DH0694* NAD 83(1986)-  33 18 35.     (N)    086 54 20.     (W)     SCALED    
 DH0694* NAVD 88     -       195.049  (meters)     639.92   (feet)  ADJUSTED  
 DH0694  ___________________________________________________________________
 DH0694  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0694  DYNAMIC HT  -         194.834 (meters)     639.22  (feet)  COMP
 DH0694  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 DH0694
 DH0694  VERT ORDER  -  FIRST     CLASS II
 DH0694
 DH0694.The horizontal coordinates were scaled from a topographic map and have
 DH0694.an estimated accuracy of +/- 6 seconds.
 DH0694
 DH0694.The orthometric height was determined by differential leveling
 DH0694.and adjusted by the National Geodetic Survey in June 1991..
 DH0694
 DH0694.The geoid height was determined by GEOID03.
 DH0694
 DH0694.The dynamic height is computed by dividing the NAVD 88
 DH0694.geopotential number by the normal gravity value computed on the
 DH0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0694.degrees latitude (g = 980.6199 gals.).
 DH0694
 DH0694.The modeled gravity was interpolated from observed gravity values.
 DH0694
 DH0694;                    North         East    Units  Estimated Accuracy
 DH0694;SPC AL W     -   367,120.      655,360.      MT  (+/- 180 meters Scaled)
 DH0694
 DH0694                          SUPERSEDED SURVEY CONTROL
 DH0694
 DH0694.No superseded survey control is available for this station.
 DH0694
 DH0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB087856(NAD 83)
 DH0694_MARKER: DB = BENCH MARK DISK
 DH0694_SETTING: 66 = SET IN ROCK OUTCROP
 DH0694_SP_SET: ROCK OUTCROP
 DH0694_STAMPING: C 163 1943
 DH0694_MARK LOGO: CGS   
 DH0694_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0694+STABILITY: POSITION/ELEVATION WELL
 DH0694
 DH0694  HISTORY     - Date     Condition        Report By
 DH0694  HISTORY     - 1943     MONUMENTED       CGS
 DH0694  HISTORY     - 1948     GOOD             NGS
 DH0694  HISTORY     - 1980     GOOD             NGS
 DH0694
 DH0694                          STATION DESCRIPTION
 DH0694
 DH0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0694'IN GENERY.
 DH0694'AT GENERY, ABOUT 8 RAILS SOUTH OF THE PUBLIC ROAD CROSSING, ABOUT 100
 DH0694'YARDS SOUTH OF THE STATION SIGN, NEAR THE NORTH END OF A LONG DEEP
 DH0694'CUT, 11 FEET NORTHEAST OF THE NORTHEAST RAIL, SET IN THE TOP OF A ROCK
 DH0694'OUTCROP PROJECTING OUT OF CUT BANK, 248 FEET SOUTH OF THE CENTER OF
 DH0694'THE ROAD CROSSING, 6 INCHES NORTH OF THE SOUTH FACE OF THE ROCK AND
 DH0694'ABOUT 2 1/2 FEET ABOVE THE TRACK.
 DH0694
 DH0694                          STATION RECOVERY (1980)
 DH0694
 DH0694'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH0694'OMIT-8 RAILS SOUTH OF A ROAD CROSSING.  IT IS NO LONGER THERE.
 DH0694'ADD-0.16 KILOMETER (0.10 MILE) NORTHWEST ALONG THE SOUTHERN RAILROAD
 DH0694'FROM THE COUNTY ROAD 2 BRIDGE OVER THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0728 ***********************************************************************
 DH0728  DESIGNATION -  C 164
 DH0728  PID         -  DH0728
 DH0728  STATE/COUNTY-  AL/SHELBY
 DH0728  USGS QUAD   -  PEA RIDGE (1979)
 DH0728
 DH0728                         *CURRENT SURVEY CONTROL
 DH0728  ___________________________________________________________________
 DH0728* NAD 83(1986)-  33 07 46.     (N)    086 52 43.     (W)     SCALED    
 DH0728* NAVD 88     -       136.456  (meters)     447.69   (feet)  ADJUSTED  
 DH0728  ___________________________________________________________________
 DH0728  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0728  DYNAMIC HT  -         136.302 (meters)     447.18  (feet)  COMP
 DH0728  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 DH0728
 DH0728  VERT ORDER  -  FIRST     CLASS II
 DH0728
 DH0728.The horizontal coordinates were scaled from a topographic map and have
 DH0728.an estimated accuracy of +/- 6 seconds.
 DH0728
 DH0728.The orthometric height was determined by differential leveling
 DH0728.and adjusted by the National Geodetic Survey in June 1991..
 DH0728
 DH0728.The geoid height was determined by GEOID03.
 DH0728
 DH0728.The dynamic height is computed by dividing the NAVD 88
 DH0728.geopotential number by the normal gravity value computed on the
 DH0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0728.degrees latitude (g = 980.6199 gals.).
 DH0728
 DH0728.The modeled gravity was interpolated from observed gravity values.
 DH0728
 DH0728;                    North         East    Units  Estimated Accuracy
 DH0728;SPC AL W     -   347,140.      657,980.      MT  (+/- 180 meters Scaled)
 DH0728
 DH0728                          SUPERSEDED SURVEY CONTROL
 DH0728
 DH0728.No superseded survey control is available for this station.
 DH0728
 DH0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB113656(NAD 83)
 DH0728_MARKER: DB = BENCH MARK DISK
 DH0728_SETTING: 80 = SET IN A BOULDER
 DH0728_SP_SET: BOULDER
 DH0728_STAMPING: C 164 1944
 DH0728_MARK LOGO: CGS   
 DH0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0728+STABILITY: SURFACE MOTION
 DH0728
 DH0728  HISTORY     - Date     Condition        Report By
 DH0728  HISTORY     - 1944     MONUMENTED       CGS
 DH0728  HISTORY     - 1981     GOOD             NGS
 DH0728
 DH0728                          STATION DESCRIPTION
 DH0728
 DH0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0728'1.7 MI N FROM ALDRICH.
 DH0728'1.7 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DH0728'ALDRICH, SHELBY COUNTY, 1.8 MILES SOUTH OF DOGWOOD, 120 FEET NORTH OF
 DH0728'MILEPOST 4, 20 FEET NORTH OF A SMALL BRIDGE, IN THE TOP OF A LARGE
 DH0728'LIMESTONE BOULDER, 26 FEET WEST OF THE CENTER LINE OF THE TRACK, AND
 DH0728'ABOUT 10 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED C 164
 DH0728'1944.
 DH0728
 DH0728                          STATION RECOVERY (1981)
 DH0728
 DH0728'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DH0728'ADD-0.38 KILOMETER (0.25 MILE) SOUTHWEST OF THE SOUTHERN RAILROAD
 DH0728'CROSSING COUNTY ROAD 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1091 ***********************************************************************
 DH1091  DESIGNATION -  C 165
 DH1091  PID         -  DH1091
 DH1091  STATE/COUNTY-  AL/JEFFERSON
 DH1091  USGS QUAD   -  GARDENDALE (1979)
 DH1091
 DH1091                         *CURRENT SURVEY CONTROL
 DH1091  ___________________________________________________________________
 DH1091* NAD 83(1986)-  33 40 26.     (N)    086 45 18.     (W)     SCALED    
 DH1091* NAVD 88     -       155.399  (meters)     509.84   (feet)  ADJUSTED  
 DH1091  ___________________________________________________________________
 DH1091  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH1091  DYNAMIC HT  -         155.228 (meters)     509.28  (feet)  COMP
 DH1091  MODELED GRAV-     979,533.7   (mgal)                       NAVD 88
 DH1091
 DH1091  VERT ORDER  -  FIRST     CLASS II
 DH1091
 DH1091.The horizontal coordinates were scaled from a topographic map and have
 DH1091.an estimated accuracy of +/- 6 seconds.
 DH1091
 DH1091.The orthometric height was determined by differential leveling
 DH1091.and adjusted by the National Geodetic Survey in June 1991..
 DH1091
 DH1091.The geoid height was determined by GEOID03.
 DH1091
 DH1091.The dynamic height is computed by dividing the NAVD 88
 DH1091.geopotential number by the normal gravity value computed on the
 DH1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1091.degrees latitude (g = 980.6199 gals.).
 DH1091
 DH1091.The modeled gravity was interpolated from observed gravity values.
 DH1091
 DH1091;                    North         East    Units  Estimated Accuracy
 DH1091;SPC AL W     -   407,600.      669,090.      MT  (+/- 180 meters Scaled)
 DH1091
 DH1091                          SUPERSEDED SURVEY CONTROL
 DH1091
 DH1091  NGVD 29 (??/??/92)  155.361  (m)          509.71   (f) ADJ UNCH    1 2
 DH1091
 DH1091.Superseded values are not recommended for survey control.
 DH1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1091.See file dsdata.txt to determine how the superseded data were derived.
 DH1091
 DH1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC227260(NAD 83)
 DH1091_MARKER: DB = BENCH MARK DISK
 DH1091_SETTING: 66 = SET IN ROCK OUTCROP
 DH1091_SP_SET: ROCK OUTCROP
 DH1091_STAMPING: C 165 1944
 DH1091_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1091+STABILITY: POSITION/ELEVATION WELL
 DH1091
 DH1091  HISTORY     - Date     Condition        Report By
 DH1091  HISTORY     - 1944     MONUMENTED       CGS
 DH1091  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH1091  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1091
 DH1091                          STATION DESCRIPTION
 DH1091
 DH1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1091'1.9 MI N FROM NEWCASTLE.
 DH1091'LOCATED 1.9 MILES NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE
 DH1091'RAILROAD FROM THE STATION AT NEWCASTLE, ABOUT 110 FEET EAST OF
 DH1091'MILE-POST 379, 12.5 FEET SOUTHEAST OF AND AT ABOUT THE SAME ELEVATION
 DH1091'AS THE CENTER LINE OF THE SOUTHEAST TRACK, IN A CUT, ON THE INSIDE OF
 DH1091'A CURVE, AND IN THE TOP OF A PROJECTING ROCK OUTCROP.
 DH1091
 DH1091                          STATION RECOVERY (1958)
 DH1091
 DH1091'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH1091'MARK NOT FOUND.
 DH1091
 DH1091                          STATION RECOVERY (1982)
 DH1091
 DH1091'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1091'NOT RECOVERED, LEVEL LINE WAS REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1045 ***********************************************************************
 DH1045  DESIGNATION -  C 166
 DH1045  PID         -  DH1045
 DH1045  STATE/COUNTY-  AL/BLOUNT
 DH1045  USGS QUAD   -  TRAFFORD (1986)
 DH1045
 DH1045                         *CURRENT SURVEY CONTROL
 DH1045  ___________________________________________________________________
 DH1045* NAD 83(1986)-  33 50 43.     (N)    086 44 38.     (W)     SCALED    
 DH1045* NAVD 88     -       156.559  (meters)     513.64   (feet)  ADJUSTED  
 DH1045  ___________________________________________________________________
 DH1045  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH1045  DYNAMIC HT  -         156.391 (meters)     513.09  (feet)  COMP
 DH1045  MODELED GRAV-     979,564.8   (mgal)                       NAVD 88
 DH1045
 DH1045  VERT ORDER  -  FIRST     CLASS II
 DH1045
 DH1045.The horizontal coordinates were scaled from a topographic map and have
 DH1045.an estimated accuracy of +/- 6 seconds.
 DH1045
 DH1045.The orthometric height was determined by differential leveling
 DH1045.and adjusted by the National Geodetic Survey in June 1991..
 DH1045
 DH1045.The geoid height was determined by GEOID03.
 DH1045
 DH1045.The dynamic height is computed by dividing the NAVD 88
 DH1045.geopotential number by the normal gravity value computed on the
 DH1045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1045.degrees latitude (g = 980.6199 gals.).
 DH1045
 DH1045.The modeled gravity was interpolated from observed gravity values.
 DH1045
 DH1045;                    North         East    Units  Estimated Accuracy
 DH1045;SPC AL W     -   426,620.      669,980.      MT  (+/- 180 meters Scaled)
 DH1045
 DH1045                          SUPERSEDED SURVEY CONTROL
 DH1045
 DH1045  NGVD 29 (??/??/92)  156.524  (m)          513.53   (f) ADJ UNCH    1 2
 DH1045
 DH1045.Superseded values are not recommended for survey control.
 DH1045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1045.See file dsdata.txt to determine how the superseded data were derived.
 DH1045
 DH1045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC236450(NAD 83)
 DH1045_MARKER: DB = BENCH MARK DISK
 DH1045_SETTING: 66 = SET IN ROCK OUTCROP
 DH1045_SP_SET: ROCK CUT
 DH1045_STAMPING: C 166 1944
 DH1045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1045+STABILITY: POSITION/ELEVATION WELL
 DH1045
 DH1045  HISTORY     - Date     Condition        Report By
 DH1045  HISTORY     - 1944     MONUMENTED       CGS
 DH1045  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1045
 DH1045                          STATION DESCRIPTION
 DH1045
 DH1045'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1045'0.3 MI S FROM NYOTA.
 DH1045'ABOUT 0.3 MILES SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1045'FROM THE STATION AT NYOTA, ABOUT 0.2 MILE SOUTH OF MILE-POST 366, 15
 DH1045'FEET WEST OF AND ABOUT 3.5 FEET ABOVE THE CENTER LINE OF THE WEST
 DH1045'TRACK, AND SET VERTICALLY IN THE EAST FACE OF A PROJECTION OF ROCK,
 DH1045'ABOUT THE CENTER OF A DEEP CUT.
 DH1045
 DH1045                          STATION RECOVERY (1982)
 DH1045
 DH1045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1045'NOT RECOVERED, INACCESSIBLE EXCEPT BY RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0441 ***********************************************************************
 EF0441  DESIGNATION -  C 167
 EF0441  PID         -  EF0441
 EF0441  STATE/COUNTY-  AL/CULLMAN
 EF0441  USGS QUAD   -  HANCEVILLE (1993)
 EF0441
 EF0441                         *CURRENT SURVEY CONTROL
 EF0441  ___________________________________________________________________
 EF0441* NAD 83(1986)-  34 04 52.     (N)    086 45 42.     (W)     SCALED    
 EF0441* NAVD 88     -       184.834  (meters)     606.41   (feet)  ADJUSTED  
 EF0441  ___________________________________________________________________
 EF0441  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 EF0441  DYNAMIC HT  -         184.642 (meters)     605.78  (feet)  COMP
 EF0441  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 EF0441
 EF0441  VERT ORDER  -  FIRST     CLASS II
 EF0441
 EF0441.The horizontal coordinates were scaled from a topographic map and have
 EF0441.an estimated accuracy of +/- 6 seconds.
 EF0441
 EF0441.The orthometric height was determined by differential leveling
 EF0441.and adjusted by the National Geodetic Survey in June 1991..
 EF0441
 EF0441.The geoid height was determined by GEOID03.
 EF0441
 EF0441.The dynamic height is computed by dividing the NAVD 88
 EF0441.geopotential number by the normal gravity value computed on the
 EF0441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0441.degrees latitude (g = 980.6199 gals.).
 EF0441
 EF0441.The modeled gravity was interpolated from observed gravity values.
 EF0441
 EF0441;                    North         East    Units  Estimated Accuracy
 EF0441;SPC AL W     -   452,760.      668,140.      MT  (+/- 180 meters Scaled)
 EF0441
 EF0441                          SUPERSEDED SURVEY CONTROL
 EF0441
 EF0441  NGVD 29 (??/??/92)  184.804  (m)          606.31   (f) ADJ UNCH    1 2
 EF0441
 EF0441.Superseded values are not recommended for survey control.
 EF0441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0441.See file dsdata.txt to determine how the superseded data were derived.
 EF0441
 EF0441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC219711(NAD 83)
 EF0441_MARKER: DB = BENCH MARK DISK
 EF0441_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0441_SP_SET: CONCRETE BASE
 EF0441_STAMPING: C 167 1944
 EF0441_MARK LOGO: CGS   
 EF0441_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0441
 EF0441  HISTORY     - Date     Condition        Report By
 EF0441  HISTORY     - 1944     MONUMENTED       CGS
 EF0441  HISTORY     - 1947     GOOD             NGS
 EF0441  HISTORY     - 1982     GOOD             NGS
 EF0441
 EF0441                          STATION DESCRIPTION
 EF0441
 EF0441'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0441'1.5 MI N FROM HANCEVILLE.
 EF0441'ABOUT 1.5 MILES NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0441'FROM THE STATION AT HANCEVILLE, AT A COUNTY ROAD BRIDGE OVER THE
 EF0441'RAILROAD, IT IS ABOUT 156 FEET SOUTH OF MILE-POST 348, 11.5 FEET WEST
 EF0441'OF AND ABOUT 1.0 FOOT ABOVE THE CENTER LINE OF THE WEST TRACK AND SET
 EF0441'VERTICALLY IN THE EAST SIDE OF THE CONCRETE BASE OF THE NORTH ONE OF
 EF0441'THREE PIERS ON THE WEST SIDE OF THE TRACK.
 EF0441
 EF0441                          STATION RECOVERY (1947)
 EF0441
 EF0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 EF0441'RECOVERED IN GOOD CONDITION.
 EF0441
 EF0441                          STATION RECOVERY (1982)
 EF0441
 EF0441'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0441'RECOVERED IN GOOD CONDITION, NOT LEVELED TO THIS SURVEY AS LEVEL LINE
 EF0441'WAS REROUTED ALONG HIGHWAY 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0410 ***********************************************************************
 EF0410  DESIGNATION -  C 168
 EF0410  PID         -  EF0410
 EF0410  STATE/COUNTY-  AL/MORGAN
 EF0410  USGS QUAD   -  FALKVILLE (1982)
 EF0410
 EF0410                         *CURRENT SURVEY CONTROL
 EF0410  ___________________________________________________________________
 EF0410* NAD 83(1986)-  34 19 46.     (N)    086 53 58.     (W)     SCALED    
 EF0410* NAVD 88     -       185.820  (meters)     609.64   (feet)  ADJUSTED  
 EF0410  ___________________________________________________________________
 EF0410  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 EF0410  DYNAMIC HT  -         185.631 (meters)     609.02  (feet)  COMP
 EF0410  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 EF0410
 EF0410  VERT ORDER  -  FIRST     CLASS II
 EF0410
 EF0410.The horizontal coordinates were scaled from a topographic map and have
 EF0410.an estimated accuracy of +/- 6 seconds.
 EF0410
 EF0410.The orthometric height was determined by differential leveling
 EF0410.and adjusted by the National Geodetic Survey in June 1991..
 EF0410
 EF0410.The geoid height was determined by GEOID03.
 EF0410
 EF0410.The dynamic height is computed by dividing the NAVD 88
 EF0410.geopotential number by the normal gravity value computed on the
 EF0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0410.degrees latitude (g = 980.6199 gals.).
 EF0410
 EF0410.The modeled gravity was interpolated from observed gravity values.
 EF0410
 EF0410;                    North         East    Units  Estimated Accuracy
 EF0410;SPC AL W     -   480,220.      655,260.      MT  (+/- 180 meters Scaled)
 EF0410
 EF0410                          SUPERSEDED SURVEY CONTROL
 EF0410
 EF0410  NGVD 29 (??/??/92)  185.769  (m)          609.48   (f) ADJ UNCH    1 2
 EF0410
 EF0410.Superseded values are not recommended for survey control.
 EF0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0410.See file dsdata.txt to determine how the superseded data were derived.
 EF0410
 EF0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC092986(NAD 83)
 EF0410_MARKER: DB = BENCH MARK DISK
 EF0410_SETTING: 80 = SET IN A BOULDER
 EF0410_SP_SET: BOULDER
 EF0410_STAMPING: C 168 1944
 EF0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0410+STABILITY: SURFACE MOTION
 EF0410
 EF0410  HISTORY     - Date     Condition        Report By
 EF0410  HISTORY     - 1944     MONUMENTED       CGS
 EF0410  HISTORY     - 1965     GOOD             ALHD
 EF0410  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0410
 EF0410                          STATION DESCRIPTION
 EF0410
 EF0410'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0410'0.5 MI S FROM LACON.
 EF0410'ABOUT 0.5 MILE SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0410'FROM THE STATION AT LACON, ABOUT 1.4 MILES NORTH OF TE STATION AT
 EF0410'WILHITES, 14.0 RAILS SOUTH OF MILE-POST 328, 30.7 FEET EAST OF AND
 EF0410'ABOUT 3.0 FEET BELOW THE CENTER LINE OF THE EAST TRACK, AND SET IN THE
 EF0410'TOP OF A LIMESTONE BOULDER AT THE NORTH END OF A SMALL CUT.
 EF0410
 EF0410                          STATION RECOVERY (1965)
 EF0410
 EF0410'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1965
 EF0410'RECOVERED IN GOOD CONDITION.
 EF0410
 EF0410                          STATION RECOVERY (1982)
 EF0410
 EF0410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0410'NOT RECOVERED.  POSSIBLY COVERED OVER WHEN NEW RAILROAD BED WAS
 EF0410'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1502 ***********************************************************************
 DH1502  DESIGNATION -  C 169
 DH1502  PID         -  DH1502
 DH1502  STATE/COUNTY-  AL/WALKER
 DH1502  USGS QUAD   -  JASPER (1981)
 DH1502
 DH1502                         *CURRENT SURVEY CONTROL
 DH1502  ___________________________________________________________________
 DH1502* NAD 83(1986)-  33 50 25.     (N)    087 15 03.     (W)     SCALED    
 DH1502* NAVD 88     -       134.971  (meters)     442.82   (feet)  ADJUSTED  
 DH1502  ___________________________________________________________________
 DH1502  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DH1502  DYNAMIC HT  -         134.834 (meters)     442.37  (feet)  COMP
 DH1502  MODELED GRAV-     979,614.4   (mgal)                       NAVD 88
 DH1502
 DH1502  VERT ORDER  -  SECOND    CLASS 0
 DH1502
 DH1502.The horizontal coordinates were scaled from a topographic map and have
 DH1502.an estimated accuracy of +/- 6 seconds.
 DH1502
 DH1502.The orthometric height was determined by differential leveling
 DH1502.and adjusted by the National Geodetic Survey in June 1991..
 DH1502
 DH1502.The geoid height was determined by GEOID03.
 DH1502
 DH1502.The dynamic height is computed by dividing the NAVD 88
 DH1502.geopotential number by the normal gravity value computed on the
 DH1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1502.degrees latitude (g = 980.6199 gals.).
 DH1502
 DH1502.The modeled gravity was interpolated from observed gravity values.
 DH1502
 DH1502;                    North         East    Units  Estimated Accuracy
 DH1502;SPC AL W     -   425,830.      623,060.      MT  (+/- 180 meters Scaled)
 DH1502
 DH1502                          SUPERSEDED SURVEY CONTROL
 DH1502
 DH1502  NGVD 29 (??/??/92)  134.943  (m)          442.73   (f) ADJ UNCH    2 0
 DH1502
 DH1502.Superseded values are not recommended for survey control.
 DH1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1502.See file dsdata.txt to determine how the superseded data were derived.
 DH1502
 DH1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC767444(NAD 83)
 DH1502_MARKER: DB = BENCH MARK DISK
 DH1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1502_STAMPING: C 169 1944
 DH1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1502+STABILITY: SURFACE MOTION
 DH1502
 DH1502  HISTORY     - Date     Condition        Report By
 DH1502  HISTORY     - 1944     MONUMENTED       CGS
 DH1502  HISTORY     - 19960305 MARK NOT FOUND   NGS
 DH1502
 DH1502                          STATION DESCRIPTION
 DH1502
 DH1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1502'1.7 MI E FROM JASPER.
 DH1502'ABOUT 1.7 MILES EASTERLY ALONG STATE HIGHWAY 69 FROM THE COURT HOUSE
 DH1502'AT JASPER AT THE CREST OF A SMALL HILL, 43.0 FEET EAST OF AND ABOUT
 DH1502'1.5 FEET BELOW THE CENTER LINE OF THE HIGHWAY, 23.0 FEET WEST OF THE
 DH1502'CENTER LINE OF A TRACK ROAD LEADING SOUTHEASTERLY, 8.0 FEET NORTH OF A
 DH1502'14 INCH PINE TREE, AND 2.5 FEET WEST OF A 4 X 4 INCH REFERENCE POST.
 DH1502'MONUMENT PROJECTS ABOUT 0.5 FOOT.
 DH1502
 DH1502                          STATION RECOVERY (1996)
 DH1502
 DH1502'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 DH1502'A THOROUGH SEARCH REVEALED NO EVIDENCE OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0408 ***********************************************************************
 BU0408  DESIGNATION -  C 17
 BU0408  PID         -  BU0408
 BU0408  STATE/COUNTY-  AL/COVINGTON
 BU0408  USGS QUAD   -  DIXIE (1981)
 BU0408
 BU0408                         *CURRENT SURVEY CONTROL
 BU0408  ___________________________________________________________________
 BU0408* NAD 83(1992)-  31 08 29.90690(N)    086 40 07.71832(W)     ADJUSTED  
 BU0408* NAVD 88     -        96.199  (meters)     315.61   (feet)  ADJUSTED  
 BU0408  ___________________________________________________________________
 BU0408  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BU0408  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BU0408  DYNAMIC HT  -          96.081 (meters)     315.23  (feet)  COMP
 BU0408  MODELED GRAV-     979,416.7   (mgal)                       NAVD 88
 BU0408
 BU0408  HORZ ORDER  -  SECOND
 BU0408  VERT ORDER  -  SECOND    CLASS 0
 BU0408
 BU0408.The horizontal coordinates were established by classical geodetic methods
 BU0408.and adjusted by the National Geodetic Survey in December 1992..
 BU0408
 BU0408.The orthometric height was determined by differential leveling
 BU0408.and adjusted by the National Geodetic Survey in June 1991..
 BU0408
 BU0408.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0408
 BU0408.The geoid height was determined by GEOID03.
 BU0408
 BU0408.The dynamic height is computed by dividing the NAVD 88
 BU0408.geopotential number by the normal gravity value computed on the
 BU0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0408.degrees latitude (g = 980.6199 gals.).
 BU0408
 BU0408.The modeled gravity was interpolated from observed gravity values.
 BU0408
 BU0408;                    North         East     Units Scale Factor Converg.
 BU0408;SPC AL E     -    71,433.976   120,328.401   MT  1.00003827   -0 25 55.5
 BU0408;SPC AL W     -   126,853.635   679,260.570   MT  1.00001080   +0 25 47.6
 BU0408;UTM  16      - 3,445,346.653   531,570.596   MT  0.99961229   +0 10 16.6
 BU0408
 BU0408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0408!SPC AL E     -   0.99998913  x   1.00003827  =   1.00002740
 BU0408!SPC AL W     -   0.99998913  x   1.00001080  =   0.99999993
 BU0408!UTM  16      -   0.99998913  x   0.99961229  =   0.99960142
 BU0408
 BU0408                          SUPERSEDED SURVEY CONTROL
 BU0408
 BU0408  NAD 83(1986)-  31 08 29.92119(N)    086 40 07.71919(W) AD(       ) 2
 BU0408  NAD 27      -  31 08 29.29400(N)    086 40 07.87400(W) AD(       ) 2
 BU0408  NGVD 29 (??/??/92)   96.231  (m)          315.72   (f) ADJ UNCH    2 0
 BU0408
 BU0408.Superseded values are not recommended for survey control.
 BU0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0408.See file dsdata.txt to determine how the superseded data were derived.
 BU0408
 BU0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3157145347(NAD 83)
 BU0408_MARKER: DB = BENCH MARK DISK
 BU0408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0408_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0408_STAMPING: C 17 1934
 BU0408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0408+STABILITY: SURFACE MOTION
 BU0408
 BU0408  HISTORY     - Date     Condition        Report By
 BU0408  HISTORY     - 1944     MONUMENTED       CGS
 BU0408  HISTORY     - 1955     GOOD             NGS
 BU0408  HISTORY     - 1970     MARK NOT FOUND   NGS
 BU0408
 BU0408                          STATION DESCRIPTION
 BU0408
 BU0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU0408'STATION IS LOCATED ON THE S SIDE OF U.S. HIGHWAY 29 ABOUT 17 MILES
 BU0408'SW OF ANDALUSIA.  IT IS 38 FEET S OF THE CENTER LINE OF HIGHWAY
 BU0408'29, 38 FEET E OF THE E END OF A PICKET FENCE, AND 1.5 FEET N OF
 BU0408'AN E-W FENCELINE.  A TRAVERSE CONNECTION WAS MADE FROM
 BU0408'TRIANGULATION STATION ROME.  THE DISTANCE IS 27.892 METERS.
 BU0408'
 BU0408'THE DISK IS A BRONZE BENCH-MARK DISK SET IN A 6- BY 6-INCH
 BU0408'CONCRETE POST FLUSH WITH THE GROUND AND STAMPED C 17 1934.
 BU0408'
 BU0408'TO REACH THE STATION FROM THE POST OFFICE IN ANDALUSIA, GO SW
 BU0408'ON U.S. HIGHWAY 29 FOR 17.30 MILES TO STATION ON THE LEFT.
 BU0408
 BU0408                          STATION RECOVERY (1955)
 BU0408
 BU0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 BU0408'16.55 MI SW FROM ANDALUSIA.
 BU0408'16.55 MILES SOUTHWEST ALONG U. S. HIGHWAY 29 FROM THE POST OFFICE AT
 BU0408'ANDALUSIA, AT ROME, 37 FEET SOUTH SOUTH-EAST OF THE CENTER LINE OF 29,
 BU0408'11 FEET NORTHWEST OF THE MOST NORTHWESTERLY PECAN TREE IN A ROW OF
 BU0408'PECAN TREES, 48 FEET EAST OF A 30-INCH SYCAMORE TREE, 85 FEET
 BU0408'NORTHEAST OF THE NORTHEAST CORNER OF A BRICK CHIMNEY ON AN OLD HOUSE,
 BU0408'115 1/2 FEET EAST AND ACROSS 29 FROM POWER POLE NO. 7-86 WITH
 BU0408'BRANCHES, 103 FEET EAST OF INTERSECTION OF CENTER LINE OF 29 AND ROAD
 BU0408'NORTH, ABOUT LEVEL WITH 29 AND SET IN THE TOP OF A CONCRETE POST
 BU0408'2-INCHES UNDERGROUND.
 BU0408
 BU0408                          STATION RECOVERY (1970)
 BU0408
 BU0408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970
 BU0408'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0573 ***********************************************************************
 EF0573  DESIGNATION -  C 170
 EF0573  PID         -  EF0573
 EF0573  STATE/COUNTY-  AL/CULLMAN
 EF0573  USGS QUAD   -  TRIMBLE (1984)
 EF0573
 EF0573                         *CURRENT SURVEY CONTROL
 EF0573  ___________________________________________________________________
 EF0573* NAD 83(1986)-  34 00 15.     (N)    086 57 53.     (W)     SCALED    
 EF0573* NAVD 88     -       180.886  (meters)     593.46   (feet)  ADJUSTED  
 EF0573  ___________________________________________________________________
 EF0573  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 EF0573  DYNAMIC HT  -         180.700 (meters)     592.85  (feet)  COMP
 EF0573  MODELED GRAV-     979,600.3   (mgal)                       NAVD 88
 EF0573
 EF0573  VERT ORDER  -  SECOND    CLASS 0
 EF0573
 EF0573.The horizontal coordinates were scaled from a topographic map and have
 EF0573.an estimated accuracy of +/- 6 seconds.
 EF0573
 EF0573.The orthometric height was determined by differential leveling
 EF0573.and adjusted by the National Geodetic Survey in June 1991..
 EF0573
 EF0573.The geoid height was determined by GEOID03.
 EF0573
 EF0573.The dynamic height is computed by dividing the NAVD 88
 EF0573.geopotential number by the normal gravity value computed on the
 EF0573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0573.degrees latitude (g = 980.6199 gals.).
 EF0573
 EF0573.The modeled gravity was interpolated from observed gravity values.
 EF0573
 EF0573;                    North         East    Units  Estimated Accuracy
 EF0573;SPC AL W     -   444,110.      649,450.      MT  (+/- 180 meters Scaled)
 EF0573
 EF0573                          SUPERSEDED SURVEY CONTROL
 EF0573
 EF0573  NGVD 29 (??/??/92)  180.864  (m)          593.38   (f) ADJ UNCH    2 0
 EF0573
 EF0573.Superseded values are not recommended for survey control.
 EF0573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0573.See file dsdata.txt to determine how the superseded data were derived.
 EF0573
 EF0573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC032626(NAD 83)
 EF0573_MARKER: DB = BENCH MARK DISK
 EF0573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0573_STAMPING: C 170 1944
 EF0573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0573+STABILITY: SURFACE MOTION
 EF0573
 EF0573  HISTORY     - Date     Condition        Report By
 EF0573  HISTORY     - 1944     MONUMENTED       CGS
 EF0573  HISTORY     - 1967     MARK NOT FOUND   USGS
 EF0573
 EF0573                          STATION DESCRIPTION
 EF0573
 EF0573'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0573'15.4 MI SW FROM CULLMAN.
 EF0573'ABOUT 15.4 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 69 FROM THE COURT
 EF0573'HOUSE AT CULLMAN, ABOUT 1.0 MILE SOUTHEAST OF THE STORE AT BREMEN,
 EF0573'ABOUT 150 FEET NORTH OF A CURVE, ABOUT 150 FEET SOUTH OF THE CREST IN
 EF0573'A SMALL HILL, 24.0 FEET WEST OF AND ABOUT 2.0 FEET ABOVE THE CENTER
 EF0573'LINE OF THE HIGHWAY, AND 2.0 FEET SOUTH OF A 4 X 4 INCH WOODEN
 EF0573'REFERENCE POST.  MONUMENT PROJECTS ABOUT 0.5 FOOT.
 EF0573
 EF0573                          STATION RECOVERY (1967)
 EF0573
 EF0573'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EF0573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2079 ***********************************************************************
 DH2079  DESIGNATION -  C 171
 DH2079  PID         -  DH2079
 DH2079  STATE/COUNTY-  AL/PICKENS
 DH2079  USGS QUAD   -  PALMETTO (1967)
 DH2079
 DH2079                         *CURRENT SURVEY CONTROL
 DH2079  ___________________________________________________________________
 DH2079* NAD 83(1986)-  33 27 04.     (N)    087 59 48.     (W)     SCALED    
 DH2079* NAVD 88     -        97.923  (meters)     321.27   (feet)  ADJUSTED  
 DH2079  ___________________________________________________________________
 DH2079  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DH2079  DYNAMIC HT  -          97.818 (meters)     320.92  (feet)  COMP
 DH2079  MODELED GRAV-     979,564.1   (mgal)                       NAVD 88
 DH2079
 DH2079  VERT ORDER  -  SECOND    CLASS 0
 DH2079
 DH2079.The horizontal coordinates were scaled from a topographic map and have
 DH2079.an estimated accuracy of +/- 6 seconds.
 DH2079
 DH2079.The orthometric height was determined by differential leveling
 DH2079.and adjusted by the National Geodetic Survey in June 1991..
 DH2079
 DH2079.The geoid height was determined by GEOID03.
 DH2079
 DH2079.The dynamic height is computed by dividing the NAVD 88
 DH2079.geopotential number by the normal gravity value computed on the
 DH2079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2079.degrees latitude (g = 980.6199 gals.).
 DH2079
 DH2079.The modeled gravity was interpolated from observed gravity values.
 DH2079
 DH2079;                    North         East    Units  Estimated Accuracy
 DH2079;SPC AL W     -   382,750.      553,830.      MT  (+/- 180 meters Scaled)
 DH2079
 DH2079                          SUPERSEDED SURVEY CONTROL
 DH2079
 DH2079  NGVD 29 (??/??/92)   97.878  (m)          321.12   (f) ADJ UNCH    2 0
 DH2079
 DH2079.Superseded values are not recommended for survey control.
 DH2079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2079.See file dsdata.txt to determine how the superseded data were derived.
 DH2079
 DH2079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC073017(NAD 83)
 DH2079_MARKER: DB = BENCH MARK DISK
 DH2079_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH2079_SP_SET: CULVERT
 DH2079_STAMPING: C 171 1944
 DH2079_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2079
 DH2079  HISTORY     - Date     Condition        Report By
 DH2079  HISTORY     - 1944     MONUMENTED       CGS
 DH2079
 DH2079                          STATION DESCRIPTION
 DH2079
 DH2079'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH2079'5.2 MI N FROM REFORM.
 DH2079'ABOUT 5.2 MILES NORTHERLY ALONG STATE HIGHWAY 17 FROM THE GULF MOBILE
 DH2079'AND OHIO RAILROAD STATION AT REFORM, 2.8 MILES SOUTH OF THE ROAD
 DH2079'INTERSECTION AT PALMETTO, 33.0 FEET EAST OF AND ABOUT 2.5 FEET BELOW
 DH2079'THE CENTER LINE OF THE HIGHWAY, AND SET HORIZONTALLY IN THE TOP OF THE
 DH2079'NORTH END OF THE EAST HEAD-WALL OF A SMALL CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1737 ***********************************************************************
 DH1737  DESIGNATION -  C 172
 DH1737  PID         -  DH1737
 DH1737  STATE/COUNTY-  AL/FAYETTE
 DH1737  USGS QUAD   -  HOWARD (1981)
 DH1737
 DH1737                         *CURRENT SURVEY CONTROL
 DH1737  ___________________________________________________________________
 DH1737* NAD 83(1986)-  33 48 17.     (N)    087 35 19.     (W)     SCALED    
 DH1737* NAVD 88     -       140.531  (meters)     461.06   (feet)  ADJUSTED  
 DH1737  ___________________________________________________________________
 DH1737  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DH1737  DYNAMIC HT  -         140.385 (meters)     460.58  (feet)  COMP
 DH1737  MODELED GRAV-     979,594.7   (mgal)                       NAVD 88
 DH1737
 DH1737  VERT ORDER  -  SECOND    CLASS 0
 DH1737
 DH1737.The horizontal coordinates were scaled from a topographic map and have
 DH1737.an estimated accuracy of +/- 6 seconds.
 DH1737
 DH1737.The orthometric height was determined by differential leveling
 DH1737.and adjusted by the National Geodetic Survey in June 1991..
 DH1737
 DH1737.The geoid height was determined by GEOID03.
 DH1737
 DH1737.The dynamic height is computed by dividing the NAVD 88
 DH1737.geopotential number by the normal gravity value computed on the
 DH1737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1737.degrees latitude (g = 980.6199 gals.).
 DH1737
 DH1737.The modeled gravity was interpolated from observed gravity values.
 DH1737
 DH1737;                    North         East    Units  Estimated Accuracy
 DH1737;SPC AL W     -   421,860.      591,800.      MT  (+/- 180 meters Scaled)
 DH1737
 DH1737                          SUPERSEDED SURVEY CONTROL
 DH1737
 DH1737  NGVD 29 (??/??/92)  140.501  (m)          460.96   (f) ADJ UNCH    2 0
 DH1737
 DH1737.Superseded values are not recommended for survey control.
 DH1737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1737.See file dsdata.txt to determine how the superseded data were derived.
 DH1737
 DH1737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC455406(NAD 83)
 DH1737_MARKER: DB = BENCH MARK DISK
 DH1737_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1737_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1737_STAMPING: C 172 1944
 DH1737_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1737+STABILITY: SURFACE MOTION
 DH1737_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH1737+SATELLITE: SATELLITE OBSERVATIONS - May 29, 2003
 DH1737
 DH1737  HISTORY     - Date     Condition        Report By
 DH1737  HISTORY     - 1944     MONUMENTED       CGS
 DH1737  HISTORY     - 1956     GOOD             NGS
 DH1737  HISTORY     - 20030529 GOOD             ALHD
 DH1737
 DH1737                          STATION DESCRIPTION
 DH1737
 DH1737'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 DH1737'8.5 MI SW FROM CARBON HILL.
 DH1737'IN FAYETTE COUNTY, 8.5 MILES SOUTHWEST ALONG THE BERRY ROAD FROM THE
 DH1737'ST. LOUIS-SAN FRANCISCO RAILWAY STATION AT CARBON HILL, WALKER COUNTY,
 DH1737'0.3 MILES SOUTH OF THE PUBLIC SCHOOL AT STUDDARDS CROSSROADS, 200 FEET
 DH1737'NORTH OF A SMALL WOODEN BRIDGE, 23 FEET WEST OF THE CENTERLINE OF THE
 DH1737'ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND LEVEL WITH THE
 DH1737'ROAD.  A STANDARD DISK, STAMPED C 172 1944 AND SET IN THE TOP OF A
 DH1737'CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 DH1737
 DH1737                          STATION RECOVERY (2003)
 DH1737
 DH1737'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH1737'NEW DESCRIPTION - MAY 29, 2003
 DH1737'LOCATED IN A WOODED AREA WEST OF FAYETTE COUNTY ROAD 63 (CARBON HILL
 DH1737'BERRY ROAD).
 DH1737' TO REACH THE STATION FROM THE JUNCTION OF ALA 102 AND FAYETTE COUNTY
 DH1737'ROAD 63 (MILE POST 13.80 ON ALA 102) AT STUDDARD CROSSROADS, DRIVE
 DH1737'SOUTH ON FAYETTE COUNTY ROAD 63 0.15 MILE TO THE STATION ON THE RIGHT.
 DH1737' 
 DH1737' THE STATION IS 117.6 FT WEST-NORTHWEST OF THE CENTERLINE OF FAYETTE
 DH1737'COUNTY ROAD 63 AND 200 FT NORTH OF THE WEST END OF A CONCRETE CULVERT
 DH1737'UNDER FAYETTE COUNTY ROAD 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1585 ***********************************************************************
 DH1585  DESIGNATION -  C 173
 DH1585  PID         -  DH1585
 DH1585  STATE/COUNTY-  AL/JEFFERSON
 DH1585  USGS QUAD   -  MC CALLA (1980)
 DH1585
 DH1585                         *CURRENT SURVEY CONTROL
 DH1585  ___________________________________________________________________
 DH1585* NAD 83(1986)-  33 20 27.     (N)    087 00 04.     (W)     SCALED    
 DH1585* NAVD 88     -       150.529  (meters)     493.86   (feet)  ADJUSTED  
 DH1585  ___________________________________________________________________
 DH1585  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH1585  DYNAMIC HT  -         150.362 (meters)     493.31  (feet)  COMP
 DH1585  MODELED GRAV-     979,525.5   (mgal)                       NAVD 88
 DH1585
 DH1585  VERT ORDER  -  FIRST     CLASS II
 DH1585
 DH1585.The horizontal coordinates were scaled from a topographic map and have
 DH1585.an estimated accuracy of +/- 6 seconds.
 DH1585
 DH1585.The orthometric height was determined by differential leveling
 DH1585.and adjusted by the National Geodetic Survey in June 1991..
 DH1585
 DH1585.The geoid height was determined by GEOID03.
 DH1585
 DH1585.The dynamic height is computed by dividing the NAVD 88
 DH1585.geopotential number by the normal gravity value computed on the
 DH1585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1585.degrees latitude (g = 980.6199 gals.).
 DH1585
 DH1585.The modeled gravity was interpolated from observed gravity values.
 DH1585
 DH1585;                    North         East    Units  Estimated Accuracy
 DH1585;SPC AL W     -   370,520.      646,440.      MT  (+/- 180 meters Scaled)
 DH1585
 DH1585                          SUPERSEDED SURVEY CONTROL
 DH1585
 DH1585  NGVD 29 (??/??/92)  150.484  (m)          493.71   (f) ADJ UNCH    1 2
 DH1585
 DH1585.Superseded values are not recommended for survey control.
 DH1585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1585.See file dsdata.txt to determine how the superseded data were derived.
 DH1585
 DH1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB998890(NAD 83)
 DH1585_MARKER: DB = BENCH MARK DISK
 DH1585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1585_SP_SET: CULVERT
 DH1585_STAMPING: C 173 1944
 DH1585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1585
 DH1585  HISTORY     - Date     Condition        Report By
 DH1585  HISTORY     - 1944     MONUMENTED       CGS
 DH1585
 DH1585                          STATION DESCRIPTION
 DH1585
 DH1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1585'3.4 MI SW FROM BURSTALL.
 DH1585'3.4 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE SWITCH TOWER
 DH1585'AT BURSTALL, JEFFERSON COUNTY, 0.6 MILE NORTHEAST OF MCCALLA, 0.1 MILE
 DH1585'SOUTHWEST OF A GRADED-ROAD CROSSING, 11.6 FEET SOUTHEAST OF AND 1 FOOT
 DH1585'BELOW THE CENTERLINE OF THE SOUTHEAST TRACK, AND SET HORIZONTALLY IN A
 DH1585'DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHEAST HEADWALL OF A
 DH1585'CONCRETE CULVERT UNDER THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1616 ***********************************************************************
 DH1616  DESIGNATION -  C 174
 DH1616  PID         -  DH1616
 DH1616  STATE/COUNTY-  AL/TUSCALOOSA
 DH1616  USGS QUAD   -  COALING (1978)
 DH1616
 DH1616                         *CURRENT SURVEY CONTROL
 DH1616  ___________________________________________________________________
 DH1616* NAD 83(1986)-  33 09 37.     (N)    087 20 15.     (W)     SCALED    
 DH1616* NAVD 88     -       118.919  (meters)     390.15   (feet)  ADJUSTED  
 DH1616  ___________________________________________________________________
 DH1616  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH1616  DYNAMIC HT  -         118.786 (meters)     389.72  (feet)  COMP
 DH1616  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 DH1616
 DH1616  VERT ORDER  -  FIRST     CLASS II
 DH1616
 DH1616.The horizontal coordinates were scaled from a topographic map and have
 DH1616.an estimated accuracy of +/- 6 seconds.
 DH1616
 DH1616.The orthometric height was determined by differential leveling
 DH1616.and adjusted by the National Geodetic Survey in June 1991..
 DH1616
 DH1616.The geoid height was determined by GEOID03.
 DH1616
 DH1616.The dynamic height is computed by dividing the NAVD 88
 DH1616.geopotential number by the normal gravity value computed on the
 DH1616.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1616.degrees latitude (g = 980.6199 gals.).
 DH1616
 DH1616.The modeled gravity was interpolated from observed gravity values.
 DH1616
 DH1616;                    North         East    Units  Estimated Accuracy
 DH1616;SPC AL W     -   350,400.      615,160.      MT  (+/- 180 meters Scaled)
 DH1616
 DH1616                          SUPERSEDED SURVEY CONTROL
 DH1616
 DH1616  NGVD 29 (??/??/92)  118.875  (m)          390.01   (f) ADJ UNCH    1 2
 DH1616
 DH1616.Superseded values are not recommended for survey control.
 DH1616.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1616.See file dsdata.txt to determine how the superseded data were derived.
 DH1616
 DH1616_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB685691(NAD 83)
 DH1616_MARKER: DB = BENCH MARK DISK
 DH1616_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1616_SP_SET: CULVERT
 DH1616_STAMPING: C 174 1944
 DH1616_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1616
 DH1616  HISTORY     - Date     Condition        Report By
 DH1616  HISTORY     - 1944     MONUMENTED       CGS
 DH1616
 DH1616                          STATION DESCRIPTION
 DH1616
 DH1616'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1616'IN COALING.
 DH1616'0.2 MILE EAST ALONG THE SOUTHERN RAILWAY STATION AT COALING,
 DH1616'TUSCALOOSA COUNTY, 108 FEET WEST OF MILEPOST 184, 27 FEET SOUTH OF AND
 DH1616'12 FEET BELOW THE CENTERLINE OF THE SOUTH TRACK, AND SET HORIZONTALLY
 DH1616'IN A DRILL HOLE IN THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE
 DH1616'CULVERT UNDER THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1840 ***********************************************************************
 DH1840  DESIGNATION -  C 175
 DH1840  PID         -  DH1840
 DH1840  STATE/COUNTY-  AL/FAYETTE
 DH1840  USGS QUAD   -  WINFIELD SE (1967)
 DH1840
 DH1840                         *CURRENT SURVEY CONTROL
 DH1840  ___________________________________________________________________
 DH1840* NAD 83(1986)-  33 49 13.     (N)    087 48 18.     (W)     SCALED    
 DH1840* NAVD 88     -       147.001  (meters)     482.29   (feet)  ADJUSTED  
 DH1840  ___________________________________________________________________
 DH1840  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DH1840  DYNAMIC HT  -         146.847 (meters)     481.78  (feet)  COMP
 DH1840  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 DH1840
 DH1840  VERT ORDER  -  SECOND    CLASS 0
 DH1840
 DH1840.The horizontal coordinates were scaled from a topographic map and have
 DH1840.an estimated accuracy of +/- 6 seconds.
 DH1840
 DH1840.The orthometric height was determined by differential leveling
 DH1840.and adjusted by the National Geodetic Survey in June 1991..
 DH1840
 DH1840.The geoid height was determined by GEOID03.
 DH1840
 DH1840.The dynamic height is computed by dividing the NAVD 88
 DH1840.geopotential number by the normal gravity value computed on the
 DH1840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1840.degrees latitude (g = 980.6199 gals.).
 DH1840
 DH1840.The modeled gravity was interpolated from observed gravity values.
 DH1840
 DH1840;                    North         East    Units  Estimated Accuracy
 DH1840;SPC AL W     -   423,630.      571,770.      MT  (+/- 180 meters Scaled)
 DH1840
 DH1840                          SUPERSEDED SURVEY CONTROL
 DH1840
 DH1840  NGVD 29 (??/??/92)  146.947  (m)          482.11   (f) ADJ UNCH    2 0
 DH1840
 DH1840.Superseded values are not recommended for survey control.
 DH1840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1840.See file dsdata.txt to determine how the superseded data were derived.
 DH1840
 DH1840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC255425(NAD 83)
 DH1840_MARKER: DB = BENCH MARK DISK
 DH1840_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1840_SP_SET: CULVERT
 DH1840_STAMPING: C 175 1944
 DH1840_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1840_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH1840+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 DH1840
 DH1840  HISTORY     - Date     Condition        Report By
 DH1840  HISTORY     - 1944     MONUMENTED       CGS
 DH1840  HISTORY     - 1985     GOOD             NGS
 DH1840  HISTORY     - 20030113 GOOD             ALHD
 DH1840  HISTORY     - 20050519 GOOD             ALHD
 DH1840
 DH1840                          STATION DESCRIPTION
 DH1840
 DH1840'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1840'9.7 MI N FROM FAYETTE.
 DH1840'ABOUT 9.7 MILES NORTH ALONG U. S. HIGHWAY 43 FROM THE POST OFFICE AT
 DH1840'FAYETTE, ABOUT 330 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM A FARM
 DH1840'HOUSE WITH A HEDGE FENCE AROUND THE YARD, 18.0 FEET EAST OF AND ABOUT
 DH1840'THE SAME ELEVATION AS THE CENTER LINE OF THE HIGHWAY, IN THE TOP OF
 DH1840'THE SOUTH END OF A CONCRETE BOX CULVERT.
 DH1840
 DH1840                          STATION RECOVERY (1985)
 DH1840
 DH1840'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DH1840'MARK IS IN THE SOUTH END OF WEST HEAD WALL OF CULVERT AND 18 FEET
 DH1840'WEST OF THE CENTER OF HIGHWAY.
 DH1840
 DH1840                          STATION RECOVERY (2003)
 DH1840
 DH1840'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH1840'RECOVERED IN GOOD CONDITION.
 DH1840
 DH1840                          STATION RECOVERY (2005)
 DH1840
 DH1840'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH1840'CULVERT NO LONGER FUNCTIONS AS A DRAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0832 ***********************************************************************
 EF0832  DESIGNATION -  C 176
 EF0832  PID         -  EF0832
 EF0832  STATE/COUNTY-  AL/MORGAN
 EF0832  USGS QUAD   -  TRINITY (1974)
 EF0832
 EF0832                         *CURRENT SURVEY CONTROL
 EF0832  ___________________________________________________________________
 EF0832* NAD 83(1986)-  34 36 21.     (N)    087 02 08.     (W)     SCALED    
 EF0832* NAVD 88     -       179.497  (meters)     588.90   (feet)  ADJUSTED  
 EF0832  ___________________________________________________________________
 EF0832  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EF0832  DYNAMIC HT  -         179.324 (meters)     588.33  (feet)  COMP
 EF0832  MODELED GRAV-     979,665.3   (mgal)                       NAVD 88
 EF0832
 EF0832  VERT ORDER  -  FIRST     CLASS II
 EF0832
 EF0832.The horizontal coordinates were scaled from a topographic map and have
 EF0832.an estimated accuracy of +/- 6 seconds.
 EF0832
 EF0832.The orthometric height was determined by differential leveling
 EF0832.and adjusted by the National Geodetic Survey in June 1991..
 EF0832
 EF0832.The geoid height was determined by GEOID03.
 EF0832
 EF0832.The dynamic height is computed by dividing the NAVD 88
 EF0832.geopotential number by the normal gravity value computed on the
 EF0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0832.degrees latitude (g = 980.6199 gals.).
 EF0832
 EF0832.The modeled gravity was interpolated from observed gravity values.
 EF0832
 EF0832;                    North         East    Units  Estimated Accuracy
 EF0832;SPC AL W     -   510,820.      642,600.      MT  (+/- 180 meters Scaled)
 EF0832
 EF0832                          SUPERSEDED SURVEY CONTROL
 EF0832
 EF0832  NGVD 29 (??/??/92)  179.464  (m)          588.79   (f) ADJ UNCH    1 2
 EF0832
 EF0832.Superseded values are not recommended for survey control.
 EF0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0832.See file dsdata.txt to determine how the superseded data were derived.
 EF0832
 EF0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD967293(NAD 83)
 EF0832_MARKER: DB = BENCH MARK DISK
 EF0832_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0832_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0832_STAMPING: C 176 1944
 EF0832_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0832+STABILITY: SURFACE MOTION
 EF0832
 EF0832  HISTORY     - Date     Condition        Report By
 EF0832  HISTORY     - 1944     MONUMENTED       CGS
 EF0832  HISTORY     - 1965     MARK NOT FOUND   NGS
 EF0832  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0832
 EF0832                          STATION DESCRIPTION
 EF0832
 EF0832'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EF0832'3.0 MI W FROM DECATUR.
 EF0832'ABOUT 3.0 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE UNION STATION
 EF0832'AT DECATUR, MORGAN COUNTY, AT A ROAD CROSSING, 46 FEET NORTH OF THE
 EF0832'CENTERLINE OF THE TRACK, 38 FEET WEST OF THE CENTERLINE OF THE ROAD,
 EF0832'2.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT LOWER
 EF0832'THAN THE TRACK.  A STANDARD DISK, STAMPED C 176 1944 AND SET IN THE
 EF0832'TOP OF A CONCRETE POST PROJECTING ABOUT 0.5 FOOT ABOVE GROUND. NOTE--
 EF0832'THE MARK MAY HAVE BEEN DESTROYED DURING THE INSTALLATION OF A PIPE
 EF0832'LINE WHICH PASSES CLOSE TO THE AREA DESCRIBED.
 EF0832
 EF0832                          STATION RECOVERY (1982)
 EF0832
 EF0832'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0832'NOT RECOVERED.  POSSIBLY TAKEN OUT WHEN NEW RAILROAD BED WAS BUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0789 ***********************************************************************
 EF0789  DESIGNATION -  C 177
 EF0789  PID         -  EF0789
 EF0789  STATE/COUNTY-  AL/LAWRENCE
 EF0789  USGS QUAD   -  COURTLAND (1974)
 EF0789
 EF0789                         *CURRENT SURVEY CONTROL
 EF0789  ___________________________________________________________________
 EF0789* NAD 83(1986)-  34 41 11.     (N)    087 22 13.     (W)     SCALED    
 EF0789* NAVD 88     -       179.452  (meters)     588.75   (feet)  ADJUSTED  
 EF0789  ___________________________________________________________________
 EF0789  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EF0789  DYNAMIC HT  -         179.285 (meters)     588.20  (feet)  COMP
 EF0789  MODELED GRAV-     979,698.8   (mgal)                       NAVD 88
 EF0789
 EF0789  VERT ORDER  -  FIRST     CLASS II
 EF0789
 EF0789.The horizontal coordinates were scaled from a topographic map and have
 EF0789.an estimated accuracy of +/- 6 seconds.
 EF0789
 EF0789.The orthometric height was determined by differential leveling
 EF0789.and adjusted by the National Geodetic Survey in June 1991..
 EF0789
 EF0789.The geoid height was determined by GEOID03.
 EF0789
 EF0789.The dynamic height is computed by dividing the NAVD 88
 EF0789.geopotential number by the normal gravity value computed on the
 EF0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0789.degrees latitude (g = 980.6199 gals.).
 EF0789
 EF0789.The modeled gravity was interpolated from observed gravity values.
 EF0789
 EF0789;                    North         East    Units  Estimated Accuracy
 EF0789;SPC AL W     -   519,660.      611,890.      MT  (+/- 180 meters Scaled)
 EF0789
 EF0789                          SUPERSEDED SURVEY CONTROL
 EF0789
 EF0789  NGVD 29 (??/??/92)  179.422  (m)          588.65   (f) ADJ UNCH    1 2
 EF0789
 EF0789.Superseded values are not recommended for survey control.
 EF0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0789.See file dsdata.txt to determine how the superseded data were derived.
 EF0789
 EF0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD660383(NAD 83)
 EF0789_MARKER: DB = BENCH MARK DISK
 EF0789_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0789_SP_SET: CONCRETE BASE
 EF0789_STAMPING: C 177 1944
 EF0789_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0789
 EF0789  HISTORY     - Date     Condition        Report By
 EF0789  HISTORY     - 1944     MONUMENTED       CGS
 EF0789  HISTORY     - 1949     GOOD             TVA
 EF0789  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0789
 EF0789                          STATION DESCRIPTION
 EF0789
 EF0789'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0789'2.0 MI E FROM TOWN CREEK.
 EF0789'ABOUT 2.0 MILES EASTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0789'AT TOWN CREEK, 12.0 FEET NORTH OF AND ABOUT 0.5 FOOT ABOVE THE CENTER
 EF0789'LINE OF THE RAILROAD, AND SET VERTICALLY IN THE EAST SIDE OF THE
 EF0789'CONCRETE BASE OF BLOCK SIGNAL NO. 386.5.
 EF0789
 EF0789                          STATION RECOVERY (1949)
 EF0789
 EF0789'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0789'RECOVERED IN GOOD CONDITION.
 EF0789
 EF0789                          STATION RECOVERY (1982)
 EF0789
 EF0789'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0789'NOT RECOVERED, INACCESSIBLE, NOT SEARCHED FOR, ACCESSIBLE BY RAILROAD
 EF0789'ONLY, LINE REROUTED ALONG U.S. HIGHWAY 72 ALTERNATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1102 ***********************************************************************
 EF1102  DESIGNATION -  C 178
 EF1102  PID         -  EF1102
 EF1102  STATE/COUNTY-  AL/COLBERT
 EF1102  USGS QUAD   -  FLORENCE (1971)
 EF1102
 EF1102                         *CURRENT SURVEY CONTROL
 EF1102  ___________________________________________________________________
 EF1102* NAD 83(1986)-  34 45 07.     (N)    087 38 03.     (W)     SCALED    
 EF1102* NAVD 88     -       158.209  (meters)     519.06   (feet)  ADJUSTED  
 EF1102  ___________________________________________________________________
 EF1102  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EF1102  DYNAMIC HT  -         158.058 (meters)     518.56  (feet)  COMP
 EF1102  MODELED GRAV-     979,675.9   (mgal)                       NAVD 88
 EF1102
 EF1102  VERT ORDER  -  FIRST     CLASS II
 EF1102
 EF1102.The horizontal coordinates were scaled from a topographic map and have
 EF1102.an estimated accuracy of +/- 6 seconds.
 EF1102
 EF1102.The orthometric height was determined by differential leveling
 EF1102.and adjusted by the National Geodetic Survey in June 1991..
 EF1102
 EF1102.The geoid height was determined by GEOID03.
 EF1102
 EF1102.The dynamic height is computed by dividing the NAVD 88
 EF1102.geopotential number by the normal gravity value computed on the
 EF1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1102.degrees latitude (g = 980.6199 gals.).
 EF1102
 EF1102.The modeled gravity was interpolated from observed gravity values.
 EF1102
 EF1102;                    North         East    Units  Estimated Accuracy
 EF1102;SPC AL W     -   526,930.      587,720.      MT  (+/- 180 meters Scaled)
 EF1102
 EF1102                          SUPERSEDED SURVEY CONTROL
 EF1102
 EF1102  NGVD 29 (??/??/92)  158.169  (m)          518.93   (f) ADJ UNCH    1 2
 EF1102
 EF1102.Superseded values are not recommended for survey control.
 EF1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1102.See file dsdata.txt to determine how the superseded data were derived.
 EF1102
 EF1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD419457(NAD 83)
 EF1102_MARKER: DB = BENCH MARK DISK
 EF1102_SETTING: 66 = SET IN ROCK OUTCROP
 EF1102_SP_SET: ROCK OUTCROP
 EF1102_STAMPING: C 178 1944
 EF1102_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1102+STABILITY: POSITION/ELEVATION WELL
 EF1102
 EF1102  HISTORY     - Date     Condition        Report By
 EF1102  HISTORY     - 1944     MONUMENTED       CGS
 EF1102  HISTORY     - 1975     GOOD             NGS
 EF1102
 EF1102                          STATION DESCRIPTION
 EF1102
 EF1102'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF1102'0.9 MI N FROM MUSCLE SHOALS.
 EF1102'ABOUT 0.9 MILE NORTH ALONG THE WILSON DAM HIGHWAY FROM THE POST-OFFICE
 EF1102'AT MUSCLE SHOALS, AT THE INTERSECTION OF THE GRAVELED ROAD LEADING TO
 EF1102'THE MUSCLE SHOALS AIRPORT, ABOUT 325 FEET EAST OF THE WILSON DAM
 EF1102'HIGHWAY, 33.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER
 EF1102'LINE OF THE GRAVELED ROAD, AND SET HORIZONTALLY IN THE TOP OF A
 EF1102'PROJECTION OF ROCK OUTCROP ON THE SOUTHWEST EDGE OF A SMALL HILL.
 EF1102'NOTE-- THE GRAVEL ROAD IS LOCATED ABOUT 0.5 MILES SOUTH OF SECOND
 EF1102'STREET AND IS NOW CLOSED.  THE MARK IS LOCATED 2.5 FEET
 EF1102'SOUTH-SOUTHWEST OF TVA WITNESS POST.
 EF1102
 EF1102                          STATION RECOVERY (1975)
 EF1102
 EF1102'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 EF1102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1062 ***********************************************************************
 EF1062  DESIGNATION -  C 179
 EF1062  PID         -  EF1062
 EF1062  STATE/COUNTY-  AL/COLBERT
 EF1062  USGS QUAD   -  CHEROKEE (1988)
 EF1062
 EF1062                         *CURRENT SURVEY CONTROL
 EF1062  ___________________________________________________________________
 EF1062* NAD 83(1986)-  34 45 11.     (N)    087 57 30.     (W)     SCALED    
 EF1062* NAVD 88     -       167.411  (meters)     549.25   (feet)  ADJUSTED  
 EF1062  ___________________________________________________________________
 EF1062  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EF1062  DYNAMIC HT  -         167.249 (meters)     548.72  (feet)  COMP
 EF1062  MODELED GRAV-     979,667.1   (mgal)                       NAVD 88
 EF1062
 EF1062  VERT ORDER  -  FIRST     CLASS II
 EF1062
 EF1062.The horizontal coordinates were scaled from a topographic map and have
 EF1062.an estimated accuracy of +/- 6 seconds.
 EF1062
 EF1062.The orthometric height was determined by differential leveling
 EF1062.and adjusted by the National Geodetic Survey in June 1991..
 EF1062
 EF1062.The geoid height was determined by GEOID03.
 EF1062
 EF1062.The dynamic height is computed by dividing the NAVD 88
 EF1062.geopotential number by the normal gravity value computed on the
 EF1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1062.degrees latitude (g = 980.6199 gals.).
 EF1062
 EF1062.The modeled gravity was interpolated from observed gravity values.
 EF1062
 EF1062;                    North         East    Units  Estimated Accuracy
 EF1062;SPC AL W     -   527,140.      558,040.      MT  (+/- 180 meters Scaled)
 EF1062
 EF1062                          SUPERSEDED SURVEY CONTROL
 EF1062
 EF1062  NGVD 29 (??/??/92)  167.406  (m)          549.23   (f) ADJ UNCH    1 2
 EF1062
 EF1062.Superseded values are not recommended for survey control.
 EF1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1062.See file dsdata.txt to determine how the superseded data were derived.
 EF1062
 EF1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD122460(NAD 83)
 EF1062_MARKER: DB = BENCH MARK DISK
 EF1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1062_STAMPING: C 179 1944
 EF1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1062+STABILITY: SURFACE MOTION
 EF1062
 EF1062  HISTORY     - Date     Condition        Report By
 EF1062  HISTORY     - 1944     MONUMENTED       CGS
 EF1062  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF1062  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF1062
 EF1062                          STATION DESCRIPTION
 EF1062
 EF1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF1062'0.9 MI E FROM CHEROKEE.
 EF1062'ABOUT 0.9 MILE EASTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EF1062'CHEROKEE, AT THE CHEROKEE COLORED HIGH SCHOOL ABOUT 0.1 MILE EAST OF
 EF1062'MILE-POST 422, 91.0 FEET WEST OF THE SIGN STATION ONE MILE, 67.0 FEET
 EF1062'WEST OF THE CENTER LINE OF THE DRIVE TO THE SCHOOL BUILDING, 49.0 FEET
 EF1062'NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE TRACK,
 EF1062'2.0 FEET EAST OF A 4 BY 4-INCH WOODEN REFERENCE POST. MONUMENT
 EF1062'PROJECTS ABOUT 0.4 FOOT.
 EF1062
 EF1062                          STATION RECOVERY (1973)
 EF1062
 EF1062'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1062'MARK NOT FOUND.
 EF1062
 EF1062                          STATION RECOVERY (1982)
 EF1062
 EF1062'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1062'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0770 ***********************************************************************
 CM0770  DESIGNATION -  C 180
 CM0770  PID         -  CM0770
 CM0770  STATE/COUNTY-  AL/RUSSELL
 CM0770  USGS QUAD   -  FORT MITCHELL (1984)
 CM0770
 CM0770                         *CURRENT SURVEY CONTROL
 CM0770  ___________________________________________________________________
 CM0770* NAD 83(1986)-  32 21 14.     (N)    085 00 47.     (W)     SCALED    
 CM0770* NAVD 88     -        78.264  (meters)     256.77   (feet)  ADJUSTED  
 CM0770  ___________________________________________________________________
 CM0770  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 CM0770  DYNAMIC HT  -          78.176 (meters)     256.48  (feet)  COMP
 CM0770  MODELED GRAV-     979,507.7   (mgal)                       NAVD 88
 CM0770
 CM0770  VERT ORDER  -  SECOND    CLASS 0
 CM0770
 CM0770.The horizontal coordinates were scaled from a topographic map and have
 CM0770.an estimated accuracy of +/- 6 seconds.
 CM0770
 CM0770.The orthometric height was determined by differential leveling
 CM0770.and adjusted by the National Geodetic Survey in June 1991..
 CM0770
 CM0770.The geoid height was determined by GEOID03.
 CM0770
 CM0770.The dynamic height is computed by dividing the NAVD 88
 CM0770.geopotential number by the normal gravity value computed on the
 CM0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0770.degrees latitude (g = 980.6199 gals.).
 CM0770
 CM0770.The modeled gravity was interpolated from observed gravity values.
 CM0770
 CM0770;                    North         East    Units  Estimated Accuracy
 CM0770;SPC AL E     -   205,840.      277,210.      MT  (+/- 180 meters Scaled)
 CM0770
 CM0770                          SUPERSEDED SURVEY CONTROL
 CM0770
 CM0770  NGVD 29 (??/??/92)   78.290  (m)          256.86   (f) ADJ UNCH    2 0
 CM0770
 CM0770.Superseded values are not recommended for survey control.
 CM0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0770.See file dsdata.txt to determine how the superseded data were derived.
 CM0770
 CM0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA869813(NAD 83)
 CM0770_MARKER: DB = BENCH MARK DISK
 CM0770_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0770_SP_SET: CULVERT
 CM0770_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0770
 CM0770  HISTORY     - Date     Condition        Report By
 CM0770  HISTORY     - UNK      MONUMENTED       CGS
 CM0770  HISTORY     - UNK      GOOD             NGS
 CM0770
 CM0770                          STATION DESCRIPTION
 CM0770
 CM0770'DESCRIBED BY NATIONAL GEODETIC SURVEY UNK
 CM0770'0.8 MI NE FROM FT MITCHELL.
 CM0770'0.8 MILE NORTHEAST OF FT. MITCHELL ALONG THE CENTRAL OF GEORGIA
 CM0770'RAILWAY, 13 RAILS SOUTH OF RAILWAY S SIGNAL, ON WEST SIDE OF TRACK.
 CM0770'A BRONZE DISK SET VERTICALLY IN FACE OF BRICK CULVERT, 22 FEET
 CM0770'BELOW TRACKS, 3.0 FEET NORTH OF THE CENTER OF CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0040 ***********************************************************************
 BH0040  DESIGNATION -  C 181 RESET
 BH0040  PID         -  BH0040
 BH0040  STATE/COUNTY-  AL/MOBILE
 BH0040  USGS QUAD   -  MOBILE (1982)
 BH0040
 BH0040                         *CURRENT SURVEY CONTROL
 BH0040  ___________________________________________________________________
 BH0040* NAD 83(1986)-  30 39 34.     (N)    088 03 34.     (W)     SCALED    
 BH0040* NAVD 88     -         7.860  (meters)      25.79   (feet)  ADJUSTED  
 BH0040  ___________________________________________________________________
 BH0040  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH0040  DYNAMIC HT  -           7.850 (meters)      25.75  (feet)  COMP
 BH0040  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 BH0040
 BH0040  VERT ORDER  -  FIRST     CLASS I
 BH0040
 BH0040.The horizontal coordinates were scaled from a topographic map and have
 BH0040.an estimated accuracy of +/- 6 seconds.
 BH0040
 BH0040.The orthometric height was determined by differential leveling
 BH0040.and adjusted by the National Geodetic Survey in June 1991..
 BH0040
 BH0040.The geoid height was determined by GEOID03.
 BH0040
 BH0040.The dynamic height is computed by dividing the NAVD 88
 BH0040.geopotential number by the normal gravity value computed on the
 BH0040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0040.degrees latitude (g = 980.6199 gals.).
 BH0040
 BH0040.The modeled gravity was interpolated from observed gravity values.
 BH0040
 BH0040;                    North         East    Units  Estimated Accuracy
 BH0040;SPC AL W     -    73,230.      546,390.      MT  (+/- 180 meters Scaled)
 BH0040
 BH0040                          SUPERSEDED SURVEY CONTROL
 BH0040
 BH0040  NGVD 29 (??/??/??)    7.817  (m)           25.65   (f) ADJUSTED    1 1
 BH0040
 BH0040.Superseded values are not recommended for survey control.
 BH0040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0040.See file dsdata.txt to determine how the superseded data were derived.
 BH0040
 BH0040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU984923(NAD 83)
 BH0040_MARKER: DB = BENCH MARK DISK
 BH0040_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0040_SP_SET: OVERPASS
 BH0040_STAMPING: C 181 RESET 1965
 BH0040_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0040
 BH0040  HISTORY     - Date     Condition        Report By
 BH0040  HISTORY     - 1965     MONUMENTED       CGS
 BH0040  HISTORY     - 1985     GOOD             USPSQD
 BH0040  HISTORY     - 1985     GOOD             USPSQD
 BH0040
 BH0040                          STATION DESCRIPTION
 BH0040
 BH0040'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BH0040'IN MOBILE.
 BH0040'LOCATED AT MOBILE, ABOUT 0.8 MILE SOUTHWEST ALONG THE LOUISVILLE AND
 BH0040'NASHVILLE RAILROAD FROM ITS CROSSING WITH THE GULF, MOBILE AND OHIO
 BH0040'RAILROAD, AT THE OVERPASS OVER WASHINGTON AVENUE, 9.5 FEET SOUTHEAST
 BH0040'OF THE SOUTHEAST RAIL, AND 11 FEET SOUTHWEST OF THE SOUTHWEST END OF
 BH0040'THE STEEL GIRDER.  IT IS A STANDARD DISK SET FLUSH IN THE TOP OF THE
 BH0040'WINGWALL.  IT IS STAMPED C 181 RESET 1965.
 BH0040
 BH0040                          STATION RECOVERY (1985)
 BH0040
 BH0040'RECOVERY NOTE BY US POWER SQUADRON 1985
 BH0040'RECOVERED IN GOOD CONDITION.
 BH0040
 BH0040                          STATION RECOVERY (1985)
 BH0040
 BH0040'RECOVERY NOTE BY US POWER SQUADRON 1985
 BH0040'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0803 ***********************************************************************
 EF0803  DESIGNATION -  C 182
 EF0803  PID         -  EF0803
 EF0803  STATE/COUNTY-  AL/LAWRENCE
 EF0803  USGS QUAD   -  COURTLAND (1974)
 EF0803
 EF0803                         *CURRENT SURVEY CONTROL
 EF0803  ___________________________________________________________________
 EF0803* NAD 83(1986)-  34 39 35.     (N)    087 20 48.     (W)     SCALED    
 EF0803* NAVD 88     -       175.285  (meters)     575.08   (feet)  ADJUSTED  
 EF0803  ___________________________________________________________________
 EF0803  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EF0803  DYNAMIC HT  -         175.121 (meters)     574.54  (feet)  COMP
 EF0803  MODELED GRAV-     979,695.3   (mgal)                       NAVD 88
 EF0803
 EF0803  VERT ORDER  -  FIRST     CLASS II
 EF0803
 EF0803.This mark is at Industrial Airpark  (9A4)
 EF0803
 EF0803.The horizontal coordinates were scaled from a topographic map and have
 EF0803.an estimated accuracy of +/- 6 seconds.
 EF0803
 EF0803.The orthometric height was determined by differential leveling
 EF0803.and adjusted by the National Geodetic Survey in June 1991..
 EF0803
 EF0803.The geoid height was determined by GEOID03.
 EF0803
 EF0803.The dynamic height is computed by dividing the NAVD 88
 EF0803.geopotential number by the normal gravity value computed on the
 EF0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0803.degrees latitude (g = 980.6199 gals.).
 EF0803
 EF0803.The modeled gravity was interpolated from observed gravity values.
 EF0803
 EF0803;                    North         East    Units  Estimated Accuracy
 EF0803;SPC AL W     -   516,710.      614,050.      MT  (+/- 180 meters Scaled)
 EF0803
 EF0803                          SUPERSEDED SURVEY CONTROL
 EF0803
 EF0803  NGVD 29 (??/??/92)  175.256  (m)          574.99   (f) ADJ UNCH    1 2
 EF0803
 EF0803.Superseded values are not recommended for survey control.
 EF0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0803.See file dsdata.txt to determine how the superseded data were derived.
 EF0803
 EF0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD682353(NAD 83)
 EF0803_MARKER: DB = BENCH MARK DISK
 EF0803_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0803_SP_SET: CONCRETE BASE
 EF0803_STAMPING: C 182 1945
 EF0803_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0803
 EF0803  HISTORY     - Date     Condition        Report By
 EF0803  HISTORY     - 1945     MONUMENTED       CGS
 EF0803
 EF0803                          STATION DESCRIPTION
 EF0803
 EF0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EF0803'2.0 MI W FROM COURTLAND.
 EF0803'ABOUT 2.0 MILES WEST OF COURTLAND, AT THE COURTLAND ARMY FIELD, A
 EF0803'BRONZE DISK SET IN THE CONCRETE BASE OF THE NORTHEAST LEG OF CONTROL
 EF0803'TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0247 ***********************************************************************
 EG0247  DESIGNATION -  C 183
 EG0247  PID         -  EG0247
 EG0247  STATE/COUNTY-  AL/FRANKLIN
 EG0247  USGS QUAD   -  VINA (1976)
 EG0247
 EG0247                         *CURRENT SURVEY CONTROL
 EG0247  ___________________________________________________________________
 EG0247* NAD 83(1986)-  34 21 00.     (N)    088 02 06.     (W)     SCALED    
 EG0247* NAVD 88     -       228.057  (meters)     748.22   (feet)  ADJUSTED  
 EG0247  ___________________________________________________________________
 EG0247  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EG0247  DYNAMIC HT  -         227.827 (meters)     747.46  (feet)  COMP
 EG0247  MODELED GRAV-     979,619.7   (mgal)                       NAVD 88
 EG0247
 EG0247  VERT ORDER  -  SECOND    CLASS 0
 EG0247
 EG0247.The horizontal coordinates were scaled from a topographic map and have
 EG0247.an estimated accuracy of +/- 6 seconds.
 EG0247
 EG0247.The orthometric height was determined by differential leveling
 EG0247.and adjusted by the National Geodetic Survey in June 1991..
 EG0247
 EG0247.The geoid height was determined by GEOID03.
 EG0247
 EG0247.The dynamic height is computed by dividing the NAVD 88
 EG0247.geopotential number by the normal gravity value computed on the
 EG0247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0247.degrees latitude (g = 980.6199 gals.).
 EG0247
 EG0247.The modeled gravity was interpolated from observed gravity values.
 EG0247
 EG0247;                    North         East    Units  Estimated Accuracy
 EG0247;SPC AL W     -   482,470.      550,780.      MT  (+/- 180 meters Scaled)
 EG0247
 EG0247                          SUPERSEDED SURVEY CONTROL
 EG0247
 EG0247  NGVD 29 (??/??/92)  228.004  (m)          748.04   (f) ADJ UNCH    2 0
 EG0247
 EG0247.Superseded values are not recommended for survey control.
 EG0247.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0247.See file dsdata.txt to determine how the superseded data were derived.
 EG0247
 EG0247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD048014(NAD 83)
 EG0247_MARKER: DB = BENCH MARK DISK
 EG0247_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0247_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0247_STAMPING: C 183 1945
 EG0247_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0247+STABILITY: SURFACE MOTION
 EG0247
 EG0247  HISTORY     - Date     Condition        Report By
 EG0247  HISTORY     - 1945     MONUMENTED       CGS
 EG0247  HISTORY     - 1950     GOOD             TVA
 EG0247
 EG0247                          STATION DESCRIPTION
 EG0247
 EG0247'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EG0247'3.0 MI SE FROM VINA.
 EG0247'ABOUT 2.0 MILES EAST ALONG THE RED BAY-HACKLEBURG ROAD FROM THE
 EG0247'ILLINOIS CENTRAL RAILROAD STATION AT VINA TO THE JUNCTION OF THE ROAD
 EG0247'LEADING SOUTH TO BEXAR, THENCE SOUTH ALONG THIS ROAD 1.0 MILE, 28 FEET
 EG0247'WEST OF THE EAST CORNER OF A PASTURE 25 FEET SOUTHWEST OF AND ABOUT 1
 EG0247'FOOT LOWER THAN THE CENTER LINE OF THE ROAD, 25 FEET NORTHWEST OF THE
 EG0247'FENCE RUNNING NORTHEAST AND SOUTHWEST, 7.6 FEET SOUTHWEST OF THE RIGHT
 EG0247'OF WAY FENCE, 2.0 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST. A
 EG0247'BRONZE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING 4 IN. ABOVE
 EG0247'THE GROUND.
 EG0247
 EG0247                          STATION RECOVERY (1950)
 EG0247
 EG0247'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0247'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG1278 ***********************************************************************
 EG1278  DESIGNATION -  C 184
 EG1278  PID         -  EG1278
 EG1278  STATE/COUNTY-  AL/MARION
 EG1278  USGS QUAD   -  WESTON (1982)
 EG1278
 EG1278                         *CURRENT SURVEY CONTROL
 EG1278  ___________________________________________________________________
 EG1278* NAD 83(1986)-  34 13 57.     (N)    088 00 44.     (W)     SCALED    
 EG1278* NAVD 88     -       183.350  (meters)     601.54   (feet)  ADJUSTED  
 EG1278  ___________________________________________________________________
 EG1278  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1278  DYNAMIC HT  -         183.164 (meters)     600.93  (feet)  COMP
 EG1278  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 EG1278
 EG1278  VERT ORDER  -  SECOND    CLASS 0
 EG1278
 EG1278.The horizontal coordinates were scaled from a topographic map and have
 EG1278.an estimated accuracy of +/- 6 seconds.
 EG1278
 EG1278.The orthometric height was determined by differential leveling
 EG1278.and adjusted by the National Geodetic Survey in June 1991..
 EG1278
 EG1278.The geoid height was determined by GEOID03.
 EG1278
 EG1278.The dynamic height is computed by dividing the NAVD 88
 EG1278.geopotential number by the normal gravity value computed on the
 EG1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1278.degrees latitude (g = 980.6199 gals.).
 EG1278
 EG1278.The modeled gravity was interpolated from observed gravity values.
 EG1278
 EG1278;                    North         East    Units  Estimated Accuracy
 EG1278;SPC AL W     -   469,430.      552,810.      MT  (+/- 180 meters Scaled)
 EG1278
 EG1278                          SUPERSEDED SURVEY CONTROL
 EG1278
 EG1278  NGVD 29 (??/??/92)  183.291  (m)          601.35   (f) ADJ UNCH    2 0
 EG1278
 EG1278.Superseded values are not recommended for survey control.
 EG1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1278.See file dsdata.txt to determine how the superseded data were derived.
 EG1278
 EG1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC067883(NAD 83)
 EG1278_MARKER: DB = BENCH MARK DISK
 EG1278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1278_STAMPING: C 184 1945
 EG1278_MARK LOGO: CGS   
 EG1278_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1278_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1278+STABILITY: SURFACE MOTION
 EG1278
 EG1278  HISTORY     - Date     Condition        Report By
 EG1278  HISTORY     - 194512   MONUMENTED       CGS
 EG1278
 EG1278                          STATION DESCRIPTION
 EG1278
 EG1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CS)
 EG1278'17.9 MI (28.8 KM) NORTHWEST OF HAMILTON. FROM THE COURTHOUSE AT
 EG1278'HAMILTON GO NORTHEAST 8.0 MI (12.9 KM) ALONG US HIGHWAY 43 TO DEES
 EG1278'STORE, THENCE ABOUT 5.2 MI (8.4 KM) IN A WESTERLY DIRECTION TO THE NEW
 EG1278'HOME SCHOOL, THENCE SOUTH 1.2 MI (1.9 KM) TO THE T JUNCTION OF A ROAD
 EG1278'LEADING WEST, THENCE WEST AND WINDING 3.5 MI (5.6 KM) TO THE BENCH
 EG1278'MARK.  AT THE TOP OF A CURVED GRADE, 0.1 MI (0.2 KM) SOUTHEAST FROM
 EG1278'ITS BOTTOM AND A SMALL WOOD CULVERT, 0.2 MI (0.3 KM) SOUTHEAST FROM A
 EG1278'HOUSE ON THE SOUTHWEST SIDE OF THE ROAD, 16 YARDS SOUTH OF THE
 EG1278'NORTHWEST CORNER OF A SLOPING FIELD, 12.5 FT (3.8 M) EAST OF AND ABOUT
 EG1278'LEVEL WITH THE CENTER LINE OF THE ROAD, 2 FT (0.6 M) NORTHWEST OF A
 EG1278'WHITE, WOODEN WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A
 EG1278'CONCRETE POST, PROJECTING 8 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0087 ***********************************************************************
 DJ0087  DESIGNATION -  C 185
 DJ0087  PID         -  DJ0087
 DJ0087  STATE/COUNTY-  AL/LAMAR
 DJ0087  USGS QUAD   -  VERNON (1985)
 DJ0087
 DJ0087                         *CURRENT SURVEY CONTROL
 DJ0087  ___________________________________________________________________
 DJ0087* NAD 83(1986)-  33 45 26.     (N)    088 01 35.     (W)     SCALED    
 DJ0087* NAVD 88     -       141.320  (meters)     463.65   (feet)  ADJUSTED  
 DJ0087  ___________________________________________________________________
 DJ0087  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 DJ0087  DYNAMIC HT  -         141.173 (meters)     463.17  (feet)  COMP
 DJ0087  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 DJ0087
 DJ0087  VERT ORDER  -  SECOND    CLASS 0
 DJ0087
 DJ0087.The horizontal coordinates were scaled from a topographic map and have
 DJ0087.an estimated accuracy of +/- 6 seconds.
 DJ0087
 DJ0087.The orthometric height was determined by differential leveling
 DJ0087.and adjusted by the National Geodetic Survey in June 1991..
 DJ0087
 DJ0087.The geoid height was determined by GEOID03.
 DJ0087
 DJ0087.The dynamic height is computed by dividing the NAVD 88
 DJ0087.geopotential number by the normal gravity value computed on the
 DJ0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0087.degrees latitude (g = 980.6199 gals.).
 DJ0087
 DJ0087.The modeled gravity was interpolated from observed gravity values.
 DJ0087
 DJ0087;                    North         East    Units  Estimated Accuracy
 DJ0087;SPC AL W     -   416,720.      551,240.      MT  (+/- 180 meters Scaled)
 DJ0087
 DJ0087                          SUPERSEDED SURVEY CONTROL
 DJ0087
 DJ0087  NGVD 29 (??/??/92)  141.282  (m)          463.52   (f) ADJ UNCH    2 0
 DJ0087
 DJ0087.Superseded values are not recommended for survey control.
 DJ0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0087.See file dsdata.txt to determine how the superseded data were derived.
 DJ0087
 DJ0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC049357(NAD 83)
 DJ0087_MARKER: DB = BENCH MARK DISK
 DJ0087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0087_STAMPING: C 185 1946
 DJ0087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0087+STABILITY: SURFACE MOTION
 DJ0087
 DJ0087  HISTORY     - Date     Condition        Report By
 DJ0087  HISTORY     - 1946     MONUMENTED       CGS
 DJ0087
 DJ0087                          STATION DESCRIPTION
 DJ0087
 DJ0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0087'1.7 MI W FROM CROSSVILLE.
 DJ0087'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 18 FROM CROSSVILLE, AT THE
 DJ0087'EAST END OF A LONG CURVE, 0.1 MILE WEST OF A HIGHWAY CURVE SIGN, 26
 DJ0087'FEET SOUTHWEST OF THE CENTER OF THE ROAD, 0.15 MILE SOUTHEAST OF THE
 DJ0087'JUNCTION WITH A SIDE ROAD LEADING SOUTHWEST, 2 FEET BELOW THE LEVEL OF
 DJ0087'THE HIGHWAY, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1802 ***********************************************************************
 DH1802  DESIGNATION -  C 186
 DH1802  PID         -  DH1802
 DH1802  STATE/COUNTY-  AL/FAYETTE
 DH1802  USGS QUAD   -  BLUFF (1983)
 DH1802
 DH1802                         *CURRENT SURVEY CONTROL
 DH1802  ___________________________________________________________________
 DH1802* NAD 83(1986)-  33 49 34.     (N)    087 53 58.     (W)     SCALED    
 DH1802* NAVD 88     -       156.921  (meters)     514.83   (feet)  ADJUSTED  
 DH1802  ___________________________________________________________________
 DH1802  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DH1802  DYNAMIC HT  -         156.757 (meters)     514.29  (feet)  COMP
 DH1802  MODELED GRAV-     979,593.3   (mgal)                       NAVD 88
 DH1802
 DH1802  VERT ORDER  -  SECOND    CLASS 0
 DH1802
 DH1802.The horizontal coordinates were scaled from a topographic map and have
 DH1802.an estimated accuracy of +/- 6 seconds.
 DH1802
 DH1802.The orthometric height was determined by differential leveling
 DH1802.and adjusted by the National Geodetic Survey in June 1991..
 DH1802
 DH1802.The geoid height was determined by GEOID03.
 DH1802
 DH1802.The dynamic height is computed by dividing the NAVD 88
 DH1802.geopotential number by the normal gravity value computed on the
 DH1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1802.degrees latitude (g = 980.6199 gals.).
 DH1802
 DH1802.The modeled gravity was interpolated from observed gravity values.
 DH1802
 DH1802;                    North         East    Units  Estimated Accuracy
 DH1802;SPC AL W     -   424,300.      563,030.      MT  (+/- 180 meters Scaled)
 DH1802
 DH1802                          SUPERSEDED SURVEY CONTROL
 DH1802
 DH1802  NGVD 29 (??/??/92)  156.871  (m)          514.67   (f) ADJ UNCH    2 0
 DH1802
 DH1802.Superseded values are not recommended for survey control.
 DH1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1802.See file dsdata.txt to determine how the superseded data were derived.
 DH1802
 DH1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC167432(NAD 83)
 DH1802_MARKER: DB = BENCH MARK DISK
 DH1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1802_STAMPING: C 186 1946
 DH1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1802+STABILITY: SURFACE MOTION
 DH1802
 DH1802  HISTORY     - Date     Condition        Report By
 DH1802  HISTORY     - 1946     MONUMENTED       CGS
 DH1802
 DH1802                          STATION DESCRIPTION
 DH1802
 DH1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1802'0.55 MI NE FROM BLUFF.
 DH1802'ABOUT 0.55 MILE NORTHEAST ALONG A GRAVEL ROAD FROM BLUFF, AT THE TOP
 DH1802'OF A SLIGHT GRADE, AT THE CENTER OF THE SOUTH SIDE OF THE TRIANGLE
 DH1802'FORMED BY THE JUNCTION OF THE MAIN ROAD AND A SIDE ROAD TO THE
 DH1802'NORTHWEST, 33 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 2 FEET
 DH1802'NORTHEAST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1668 ***********************************************************************
 DH1668  DESIGNATION -  C 187
 DH1668  PID         -  DH1668
 DH1668  STATE/COUNTY-  AL/FAYETTE
 DH1668  USGS QUAD   -  NEWTONVILLE (1967)
 DH1668
 DH1668                         *CURRENT SURVEY CONTROL
 DH1668  ___________________________________________________________________
 DH1668* NAD 83(1986)-  33 34 24.     (N)    087 48 40.     (W)     SCALED    
 DH1668* NAVD 88     -        94.357  (meters)     309.57   (feet)  ADJUSTED  
 DH1668  ___________________________________________________________________
 DH1668  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DH1668  DYNAMIC HT  -          94.257 (meters)     309.24  (feet)  COMP
 DH1668  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 DH1668
 DH1668  VERT ORDER  -  SECOND    CLASS 0
 DH1668
 DH1668.The horizontal coordinates were scaled from a topographic map and have
 DH1668.an estimated accuracy of +/- 6 seconds.
 DH1668
 DH1668.The orthometric height was determined by differential leveling
 DH1668.and adjusted by the National Geodetic Survey in June 1991..
 DH1668
 DH1668.The geoid height was determined by GEOID03.
 DH1668
 DH1668.The dynamic height is computed by dividing the NAVD 88
 DH1668.geopotential number by the normal gravity value computed on the
 DH1668.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1668.degrees latitude (g = 980.6199 gals.).
 DH1668
 DH1668.The modeled gravity was interpolated from observed gravity values.
 DH1668
 DH1668;                    North         East    Units  Estimated Accuracy
 DH1668;SPC AL W     -   396,240.      571,120.      MT  (+/- 180 meters Scaled)
 DH1668
 DH1668                          SUPERSEDED SURVEY CONTROL
 DH1668
 DH1668  NGVD 29 (??/??/92)   94.313  (m)          309.43   (f) ADJ UNCH    2 0
 DH1668
 DH1668.Superseded values are not recommended for survey control.
 DH1668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1668.See file dsdata.txt to determine how the superseded data were derived.
 DH1668
 DH1668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC247151(NAD 83)
 DH1668_MARKER: DB = BENCH MARK DISK
 DH1668_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1668_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1668_STAMPING: C 187 1946
 DH1668_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1668+STABILITY: SURFACE MOTION
 DH1668
 DH1668  HISTORY     - Date     Condition        Report By
 DH1668  HISTORY     - 1946     MONUMENTED       CGS
 DH1668
 DH1668                          STATION DESCRIPTION
 DH1668
 DH1668'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1668'8.2 MI S FROM FAYETTE.
 DH1668'ABOUT 8.2 MILES SOUTH ALONG THE MOORES BRIDGE ROAD FROM THE SOUTHERN
 DH1668'RAILWAY STATION IN FAYETTE, IN A PINE GROVE, ON THE INSIDE OF A CURVE,
 DH1668'30 FEET SOUTHWEST AND ABOUT 3 FEET ABOVE THE CENTER OF THE ROAD, 12
 DH1668'FEET SOUTHEAST OF A 12 INCH PINE TREE, 2 FEET SOUTHEAST OF A WHITE
 DH1668'WOODEN WITNESS POST.  THIS MARK MAY ALSO BE REACHED FROM THE POST
 DH1668'OFFICE AT MOORES BRIDGE BY GOING NORTH ALONG THE FAYETTE ROAD 9.1
 DH1668'MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2089 ***********************************************************************
 DH2089  DESIGNATION -  C 188
 DH2089  PID         -  DH2089
 DH2089  STATE/COUNTY-  AL/TUSCALOOSA
 DH2089  USGS QUAD   -  BROWNVILLE (1981)
 DH2089
 DH2089                         *CURRENT SURVEY CONTROL
 DH2089  ___________________________________________________________________
 DH2089* NAD 83(1986)-  33 23 08.     (N)    087 47 19.     (W)     SCALED    
 DH2089* NAVD 88     -       121.168  (meters)     397.53   (feet)  ADJUSTED  
 DH2089  ___________________________________________________________________
 DH2089  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DH2089  DYNAMIC HT  -         121.037 (meters)     397.10  (feet)  COMP
 DH2089  MODELED GRAV-     979,553.1   (mgal)                       NAVD 88
 DH2089
 DH2089  VERT ORDER  -  SECOND    CLASS 0
 DH2089
 DH2089.The horizontal coordinates were scaled from a topographic map and have
 DH2089.an estimated accuracy of +/- 6 seconds.
 DH2089
 DH2089.The orthometric height was determined by differential leveling
 DH2089.and adjusted by the National Geodetic Survey in June 1991..
 DH2089
 DH2089.The geoid height was determined by GEOID03.
 DH2089
 DH2089.The dynamic height is computed by dividing the NAVD 88
 DH2089.geopotential number by the normal gravity value computed on the
 DH2089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2089.degrees latitude (g = 980.6199 gals.).
 DH2089
 DH2089.The modeled gravity was interpolated from observed gravity values.
 DH2089
 DH2089;                    North         East    Units  Estimated Accuracy
 DH2089;SPC AL W     -   375,410.      573,150.      MT  (+/- 180 meters Scaled)
 DH2089
 DH2089                          SUPERSEDED SURVEY CONTROL
 DH2089
 DH2089  NGVD 29 (??/??/92)  121.120  (m)          397.37   (f) ADJ UNCH    2 0
 DH2089
 DH2089.Superseded values are not recommended for survey control.
 DH2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2089.See file dsdata.txt to determine how the superseded data were derived.
 DH2089
 DH2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB266943(NAD 83)
 DH2089_MARKER: DB = BENCH MARK DISK
 DH2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2089_STAMPING: C 188 1946
 DH2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2089+STABILITY: SURFACE MOTION
 DH2089
 DH2089  HISTORY     - Date     Condition        Report By
 DH2089  HISTORY     - 1946     MONUMENTED       CGS
 DH2089  HISTORY     - 20050517 MARK NOT FOUND   ALHD
 DH2089  HISTORY     - 20050728 GOOD             ALDOT
 DH2089
 DH2089                          STATION DESCRIPTION
 DH2089
 DH2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2089'5.1 MI S FROM MOORES BRIDGE.
 DH2089'ABOUT 5.1 MILES SOUTH ALONG THE ROAD TO ELROD FROM THE POST OFFICE AT
 DH2089'MOORES BRIDGE, 0.1 MILE SOUTH OF A LARGE WHITE FARM HOUSE, 24 FEET
 DH2089'NORTHEAST OF THE CENTER OF THE ROAD, 6 FEET NORTH OF A POWER POLE, 2
 DH2089'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST AND ABOUT 2 FEET ABOVE
 DH2089'THE LEVEL OF THE ROAD.
 DH2089
 DH2089                          STATION RECOVERY (2005)
 DH2089
 DH2089'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2089'ROAD HAS BEEN WIDENED AND PAVED
 DH2089
 DH2089                          STATION RECOVERY (2005)
 DH2089
 DH2089'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DH2089'MARK IS 1.3 FEET SOUTHWEST FROM A METAL WITNESS POST, REST OF
 DH2089'DESCRIPTION OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2110 ***********************************************************************
 DH2110  DESIGNATION -  C 189
 DH2110  PID         -  DH2110
 DH2110  STATE/COUNTY-  AL/PICKENS
 DH2110  USGS QUAD   -  BROWNVILLE (1981)
 DH2110
 DH2110                         *CURRENT SURVEY CONTROL
 DH2110  ___________________________________________________________________
 DH2110* NAD 83(1986)-  33 27 24.     (N)    087 51 31.     (W)     SCALED    
 DH2110* NAVD 88     -       166.366  (meters)     545.82   (feet)  ADJUSTED  
 DH2110  ___________________________________________________________________
 DH2110  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 DH2110  DYNAMIC HT  -         166.188 (meters)     545.24  (feet)  COMP
 DH2110  MODELED GRAV-     979,560.4   (mgal)                       NAVD 88
 DH2110
 DH2110  VERT ORDER  -  SECOND    CLASS 0
 DH2110
 DH2110.The horizontal coordinates were scaled from a topographic map and have
 DH2110.an estimated accuracy of +/- 6 seconds.
 DH2110
 DH2110.The orthometric height was determined by differential leveling
 DH2110.and adjusted by the National Geodetic Survey in June 1991..
 DH2110
 DH2110.The geoid height was determined by GEOID03.
 DH2110
 DH2110.The dynamic height is computed by dividing the NAVD 88
 DH2110.geopotential number by the normal gravity value computed on the
 DH2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2110.degrees latitude (g = 980.6199 gals.).
 DH2110
 DH2110.The modeled gravity was interpolated from observed gravity values.
 DH2110
 DH2110;                    North         East    Units  Estimated Accuracy
 DH2110;SPC AL W     -   383,320.      566,660.      MT  (+/- 180 meters Scaled)
 DH2110
 DH2110                          SUPERSEDED SURVEY CONTROL
 DH2110
 DH2110  NGVD 29 (??/??/92)  166.315  (m)          545.65   (f) ADJ UNCH    2 0
 DH2110
 DH2110.Superseded values are not recommended for survey control.
 DH2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2110.See file dsdata.txt to determine how the superseded data were derived.
 DH2110
 DH2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC202022(NAD 83)
 DH2110_MARKER: DB = BENCH MARK DISK
 DH2110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2110_STAMPING: C 189 1946
 DH2110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2110+STABILITY: SURFACE MOTION
 DH2110
 DH2110  HISTORY     - Date     Condition        Report By
 DH2110  HISTORY     - 1946     MONUMENTED       CGS
 DH2110  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2110
 DH2110                          STATION DESCRIPTION
 DH2110
 DH2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2110'5.3 MI W FROM MOORES BRIDGE.
 DH2110'ABOUT 0.2 MILE NORTH AND 5.1 MILES WEST ALONG THE ROAD TO PALMETTO
 DH2110'FROM THE POST OFFICE AT MOORES BRIDGE, AT THE FOOT OF A HILL, 24 FEET
 DH2110'NORTH OF THE CENTER OF THE ROAD, 8 FEET WEST OF A 12-INCH OAK TREE, 2
 DH2110'FEET WEST OF A WHITE WOODEN WITNESS POST.  NOTE-- THE OAK TREE IS
 DH2110'GONE.
 DH2110
 DH2110                          STATION RECOVERY (1966)
 DH2110
 DH2110'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH2110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0373 ***********************************************************************
 EG0373  DESIGNATION -  C 190
 EG0373  PID         -  EG0373
 EG0373  STATE/COUNTY-  AL/MARION
 EG0373  USGS QUAD   -  BEXAR (1967)
 EG0373
 EG0373                         *CURRENT SURVEY CONTROL
 EG0373  ___________________________________________________________________
 EG0373* NAD 83(1986)-  34 09 09.     (N)    088 08 08.     (W)     SCALED    
 EG0373* NAVD 88     -       140.130  (meters)     459.74   (feet)  ADJUSTED  
 EG0373  ___________________________________________________________________
 EG0373  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0373  DYNAMIC HT  -         139.988 (meters)     459.28  (feet)  COMP
 EG0373  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 EG0373
 EG0373  VERT ORDER  -  SECOND    CLASS 0
 EG0373
 EG0373.The horizontal coordinates were scaled from a topographic map and have
 EG0373.an estimated accuracy of +/- 6 seconds.
 EG0373
 EG0373.The orthometric height was determined by differential leveling
 EG0373.and adjusted by the National Geodetic Survey in June 1991..
 EG0373
 EG0373.The geoid height was determined by GEOID03.
 EG0373
 EG0373.The dynamic height is computed by dividing the NAVD 88
 EG0373.geopotential number by the normal gravity value computed on the
 EG0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0373.degrees latitude (g = 980.6199 gals.).
 EG0373
 EG0373.The modeled gravity was interpolated from observed gravity values.
 EG0373
 EG0373;                    North         East    Units  Estimated Accuracy
 EG0373;SPC AL W     -   460,620.      541,390.      MT  (+/- 180 meters Scaled)
 EG0373
 EG0373                          SUPERSEDED SURVEY CONTROL
 EG0373
 EG0373  NGVD 29 (??/??/92)  140.068  (m)          459.54   (f) ADJ UNCH    2 0
 EG0373
 EG0373.Superseded values are not recommended for survey control.
 EG0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0373.See file dsdata.txt to determine how the superseded data were derived.
 EG0373
 EG0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC953796(NAD 83)
 EG0373_MARKER: DB = BENCH MARK DISK
 EG0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0373_STAMPING: C 190 1946
 EG0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0373+STABILITY: SURFACE MOTION
 EG0373
 EG0373  HISTORY     - Date     Condition        Report By
 EG0373  HISTORY     - 1946     MONUMENTED       CGS
 EG0373  HISTORY     - 1960     GOOD             NGS
 EG0373  HISTORY     - 1966     GOOD             USGS
 EG0373
 EG0373                          STATION DESCRIPTION
 EG0373
 EG0373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 EG0373'3.7 MI SE FROM BEXAR.
 EG0373'LOCATED 1.5 MILES EAST ALONG U.S. HIGHWAY 78 FROM THE POST OFFICE AT
 EG0373'BEXAR, THENCE SOUTH ALONG BLACK TOP ROAD FOR 2.2 MILES TO THE MARK ON
 EG0373'THE RIGHT, 100 FEET WEST OF THE CENTERLINE OF THE HIGHWAY, 66 FEET
 EG0373'EAST OF THE NORTHEAST CORNER OF A HOUSE OWNED BY LUTHER SPEARS, 27
 EG0373'FEET SOUTH OF THE CENTER OF THE DRIVEWAY TO THE HOUSE.  IT IS ABOUT 15
 EG0373'FEET LOWER THAN THE HIGHWAY.  IT IS A STANDARD DISK, SET IN THE TOP OF
 EG0373'A 6-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
 EG0373
 EG0373                          STATION RECOVERY (1966)
 EG0373
 EG0373'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EG0373'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0977 ***********************************************************************
 EF0977  DESIGNATION -  C 191
 EF0977  PID         -  EF0977
 EF0977  STATE/COUNTY-  AL/MARION
 EF0977  USGS QUAD   -  HAMILTON SW (1982)
 EF0977
 EF0977                         *CURRENT SURVEY CONTROL
 EF0977  ___________________________________________________________________
 EF0977* NAD 83(1986)-  34 03 12.     (N)    087 59 01.     (W)     SCALED    
 EF0977* NAVD 88     -       194.562  (meters)     638.33   (feet)  ADJUSTED  
 EF0977  ___________________________________________________________________
 EF0977  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EF0977  DYNAMIC HT  -         194.365 (meters)     637.68  (feet)  COMP
 EF0977  MODELED GRAV-     979,614.3   (mgal)                       NAVD 88
 EF0977
 EF0977  VERT ORDER  -  SECOND    CLASS 0
 EF0977
 EF0977.The horizontal coordinates were scaled from a topographic map and have
 EF0977.an estimated accuracy of +/- 6 seconds.
 EF0977
 EF0977.The orthometric height was determined by differential leveling
 EF0977.and adjusted by the National Geodetic Survey in June 1991..
 EF0977
 EF0977.The geoid height was determined by GEOID03.
 EF0977
 EF0977.The dynamic height is computed by dividing the NAVD 88
 EF0977.geopotential number by the normal gravity value computed on the
 EF0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0977.degrees latitude (g = 980.6199 gals.).
 EF0977
 EF0977.The modeled gravity was interpolated from observed gravity values.
 EF0977
 EF0977;                    North         East    Units  Estimated Accuracy
 EF0977;SPC AL W     -   449,540.      555,350.      MT  (+/- 180 meters Scaled)
 EF0977
 EF0977                          SUPERSEDED SURVEY CONTROL
 EF0977
 EF0977  NGVD 29 (??/??/92)  194.508  (m)          638.15   (f) ADJ UNCH    2 0
 EF0977
 EF0977.Superseded values are not recommended for survey control.
 EF0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0977.See file dsdata.txt to determine how the superseded data were derived.
 EF0977
 EF0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC092685(NAD 83)
 EF0977_MARKER: DB = BENCH MARK DISK
 EF0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0977_STAMPING: C 191 1946
 EF0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0977+STABILITY: SURFACE MOTION
 EF0977
 EF0977  HISTORY     - Date     Condition        Report By
 EF0977  HISTORY     - 1946     MONUMENTED       CGS
 EF0977
 EF0977                          STATION DESCRIPTION
 EF0977
 EF0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EF0977'8.2 MI NW FROM GUIN.
 EF0977'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT GUIN BY GOING ABOUT
 EF0977'7.1 MILES NORTH ALONG U.S. HIGHWAY 78, THENCE ABOUT 1.1 MILES WEST
 EF0977'ALONG A GRAVEL ROAD KNOWN AS THE JOHNSON FORD ROAD, THE BENCH MARK IS
 EF0977'SET 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 25 FEET WEST OF THE
 EF0977'CENTER LINE OF A WOODS LANE, 25 FEET SOUTH OF A TRIANGLE BLAZED
 EF0977'14-INCH OAK TREE, AND 3.5 FEET EAST OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1476 ***********************************************************************
 DJ1476  DESIGNATION -  C 192 RESET
 DJ1476  PID         -  DJ1476
 DJ1476  STATE/COUNTY-  AL/PICKENS
 DJ1476  USGS QUAD   -  ETHELSVILLE (1985)
 DJ1476
 DJ1476                         *CURRENT SURVEY CONTROL
 DJ1476  ___________________________________________________________________
 DJ1476* NAD 83(1986)-  33 29 37.     (N)    088 10 19.     (W)     SCALED    
 DJ1476* NAVD 88     -       118.92   (meters)     390.2    (feet)  RESET     
 DJ1476  ___________________________________________________________________
 DJ1476  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DJ1476
 DJ1476  VERT ORDER  -  THIRD
 DJ1476
 DJ1476.The horizontal coordinates were scaled from a topographic map and have
 DJ1476.an estimated accuracy of +/- 6 seconds.
 DJ1476
 DJ1476.The orthometric height was computed from unverified reset data.
 DJ1476
 DJ1476.The geoid height was determined by GEOID03.
 DJ1476
 DJ1476;                    North         East    Units  Estimated Accuracy
 DJ1476;SPC AL W     -   387,560.      537,560.      MT  (+/- 180 meters Scaled)
 DJ1476
 DJ1476                          SUPERSEDED SURVEY CONTROL
 DJ1476
 DJ1476  NGVD 29 (??/??/??)  118.88   (m)          390.0    (f) RESET       3  
 DJ1476
 DJ1476.Superseded values are not recommended for survey control.
 DJ1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1476.See file dsdata.txt to determine how the superseded data were derived.
 DJ1476
 DJ1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC911066(NAD 83)
 DJ1476_MARKER: DB = BENCH MARK DISK
 DJ1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1476_STAMPING: C 192 RESET 1958
 DJ1476_PROJECTION: PROJECTING 15 CENTIMETERS
 DJ1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1476+STABILITY: SURFACE MOTION
 DJ1476
 DJ1476  HISTORY     - Date     Condition        Report By
 DJ1476  HISTORY     - 1958     MONUMENTED       CGS
 DJ1476
 DJ1476                          STATION DESCRIPTION
 DJ1476
 DJ1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DJ1476'1.05 MI NW FROM ANDREWS CHAPEL.
 DJ1476'LOCATED 1.05 MILE NORTHWEST ALONG A COUNTY ROAD LEADING TO THE ANDREWS
 DJ1476'CHAPEL FROM THE LIBERTY SCHOOL, AT THE T. C. SHELTON FARM, 39 FT. WEST
 DJ1476'OF THE CENTERLINE OF THE ROAD, 9 FT. NORTH OF A 2 FT. HOLLY TREE, 4 FT
 DJ1476'NORTH OF A FENCE CORNER, 51 FT. NOOTHEAST OF THE NORTHEAST CORNER OF
 DJ1476'THE T. C. SHELTON HOUSE, 53 FT. NORTH OF THE CENTER OF THE DRIVEWAY
 DJ1476'AND 1 FT. EAST OF A FENCE LINE. IT IS A STANDARD DISK PROJECTING 6
 DJ1476'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0446 ***********************************************************************
 DJ0446  DESIGNATION -  C 193
 DJ0446  PID         -  DJ0446
 DJ0446  STATE/COUNTY-  AL/PICKENS
 DJ0446  USGS QUAD   -  PLEASANT RIDGE (1980)
 DJ0446
 DJ0446                         *CURRENT SURVEY CONTROL
 DJ0446  ___________________________________________________________________
 DJ0446* NAD 83(1986)-  33 02 56.     (N)    088 07 04.     (W)     SCALED    
 DJ0446* NAVD 88     -        41.517  (meters)     136.21   (feet)  ADJUSTED  
 DJ0446  ___________________________________________________________________
 DJ0446  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DJ0446  DYNAMIC HT  -          41.471 (meters)     136.06  (feet)  COMP
 DJ0446  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 DJ0446
 DJ0446  VERT ORDER  -  SECOND    CLASS 0
 DJ0446
 DJ0446.The horizontal coordinates were scaled from a topographic map and have
 DJ0446.an estimated accuracy of +/- 6 seconds.
 DJ0446
 DJ0446.The orthometric height was determined by differential leveling
 DJ0446.and adjusted by the National Geodetic Survey in June 1991..
 DJ0446
 DJ0446.The geoid height was determined by GEOID03.
 DJ0446
 DJ0446.The dynamic height is computed by dividing the NAVD 88
 DJ0446.geopotential number by the normal gravity value computed on the
 DJ0446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0446.degrees latitude (g = 980.6199 gals.).
 DJ0446
 DJ0446.The modeled gravity was interpolated from observed gravity values.
 DJ0446
 DJ0446;                    North         East    Units  Estimated Accuracy
 DJ0446;SPC AL W     -   338,200.      542,300.      MT  (+/- 180 meters Scaled)
 DJ0446
 DJ0446                          SUPERSEDED SURVEY CONTROL
 DJ0446
 DJ0446  NGVD 29 (??/??/92)   41.480  (m)          136.09   (f) ADJ UNCH    2 0
 DJ0446
 DJ0446.Superseded values are not recommended for survey control.
 DJ0446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0446.See file dsdata.txt to determine how the superseded data were derived.
 DJ0446
 DJ0446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB956572(NAD 83)
 DJ0446_MARKER: DB = BENCH MARK DISK
 DJ0446_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0446_SP_SET: CULVERT
 DJ0446_STAMPING: C 193 1946
 DJ0446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0446
 DJ0446  HISTORY     - Date     Condition        Report By
 DJ0446  HISTORY     - 1946     MONUMENTED       CGS
 DJ0446
 DJ0446                          STATION DESCRIPTION
 DJ0446
 DJ0446'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0446'6.35 MI SE FROM ALICEVILLE.
 DJ0446'ABOUT 6.35 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 DJ0446'AT ALICEVILLE, ABOUT 140 YARDS SOUTHEAST OF THE INTERSECTION WITH A
 DJ0446'SIDE ROAD RUNNING SOUTHWEST, SET IN THE TOP OF THE SOUTHWEST HEAD WALL
 DJ0446'OF A CONCRETE CULVERT, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DJ0446'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0166 ***********************************************************************
 CO0166  DESIGNATION -  C 194
 CO0166  PID         -  CO0166
 CO0166  STATE/COUNTY-  AL/GREENE
 CO0166  USGS QUAD   -  WEST GREENE (1970)
 CO0166
 CO0166                         *CURRENT SURVEY CONTROL
 CO0166  ___________________________________________________________________
 CO0166* NAD 83(1986)-  32 53 07.     (N)    088 03 17.     (W)     SCALED    
 CO0166* NAVD 88     -        49.932  (meters)     163.82   (feet)  ADJUSTED  
 CO0166  ___________________________________________________________________
 CO0166  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CO0166  DYNAMIC HT  -          49.876 (meters)     163.63  (feet)  COMP
 CO0166  MODELED GRAV-     979,512.8   (mgal)                       NAVD 88
 CO0166
 CO0166  VERT ORDER  -  SECOND    CLASS 0
 CO0166
 CO0166.The horizontal coordinates were scaled from a topographic map and have
 CO0166.an estimated accuracy of +/- 6 seconds.
 CO0166
 CO0166.The orthometric height was determined by differential leveling
 CO0166.and adjusted by the National Geodetic Survey in June 1991..
 CO0166
 CO0166.The geoid height was determined by GEOID03.
 CO0166
 CO0166.The dynamic height is computed by dividing the NAVD 88
 CO0166.geopotential number by the normal gravity value computed on the
 CO0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0166.degrees latitude (g = 980.6199 gals.).
 CO0166
 CO0166.The modeled gravity was interpolated from observed gravity values.
 CO0166
 CO0166;                    North         East    Units  Estimated Accuracy
 CO0166;SPC AL W     -   320,030.      548,100.      MT  (+/- 180 meters Scaled)
 CO0166
 CO0166                          SUPERSEDED SURVEY CONTROL
 CO0166
 CO0166  NGVD 29 (??/??/92)   49.903  (m)          163.72   (f) ADJ UNCH    2 0
 CO0166
 CO0166.Superseded values are not recommended for survey control.
 CO0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0166.See file dsdata.txt to determine how the superseded data were derived.
 CO0166
 CO0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB013390(NAD 83)
 CO0166_MARKER: DB = BENCH MARK DISK
 CO0166_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0166_SP_SET: CULVERT
 CO0166_STAMPING: C 194 1946
 CO0166_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0166
 CO0166  HISTORY     - Date     Condition        Report By
 CO0166  HISTORY     - 1946     MONUMENTED       CGS
 CO0166
 CO0166                          STATION DESCRIPTION
 CO0166
 CO0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0166'1.8 MI NE FROM MT HEBRON.
 CO0166'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 CO0166'AT MT HEBRON, ABOUT 1.05 MILES SOUTHWEST FROM THE ST. JOHN CHURCH AND
 CO0166'SCHOOL, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL
 CO0166'OF A DOUBLE 5 BY 5 FOOT CONCRETE BOX CULVERT MARKED 832 - 34, 12 FEET
 CO0166'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE
 CO0166'ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0429 ***********************************************************************
 DJ0429  DESIGNATION -  C 195
 DJ0429  PID         -  DJ0429
 DJ0429  STATE/COUNTY-  AL/PICKENS
 DJ0429  USGS QUAD   -  CUNNINGHAM (1982)
 DJ0429
 DJ0429                         *CURRENT SURVEY CONTROL
 DJ0429  ___________________________________________________________________
 DJ0429* NAD 83(1986)-  33 09 15.     (N)    088 06 06.     (W)     SCALED    
 DJ0429* NAVD 88     -        47.717  (meters)     156.55   (feet)  ADJUSTED  
 DJ0429  ___________________________________________________________________
 DJ0429  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DJ0429  DYNAMIC HT  -          47.664 (meters)     156.38  (feet)  COMP
 DJ0429  MODELED GRAV-     979,533.5   (mgal)                       NAVD 88
 DJ0429
 DJ0429  VERT ORDER  -  SECOND    CLASS 0
 DJ0429
 DJ0429.The horizontal coordinates were scaled from a topographic map and have
 DJ0429.an estimated accuracy of +/- 6 seconds.
 DJ0429
 DJ0429.The orthometric height was determined by differential leveling
 DJ0429.and adjusted by the National Geodetic Survey in June 1991..
 DJ0429
 DJ0429.The geoid height was determined by GEOID03.
 DJ0429
 DJ0429.The dynamic height is computed by dividing the NAVD 88
 DJ0429.geopotential number by the normal gravity value computed on the
 DJ0429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0429.degrees latitude (g = 980.6199 gals.).
 DJ0429
 DJ0429.The modeled gravity was interpolated from observed gravity values.
 DJ0429
 DJ0429;                    North         East    Units  Estimated Accuracy
 DJ0429;SPC AL W     -   349,870.      543,870.      MT  (+/- 180 meters Scaled)
 DJ0429
 DJ0429                          SUPERSEDED SURVEY CONTROL
 DJ0429
 DJ0429  NGVD 29 (??/??/92)   47.673  (m)          156.41   (f) ADJ UNCH    2 0
 DJ0429
 DJ0429.Superseded values are not recommended for survey control.
 DJ0429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0429.See file dsdata.txt to determine how the superseded data were derived.
 DJ0429
 DJ0429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB972689(NAD 83)
 DJ0429_MARKER: DB = BENCH MARK DISK
 DJ0429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0429_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0429_STAMPING: C 195 1946
 DJ0429_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0429+STABILITY: SURFACE MOTION
 DJ0429
 DJ0429  HISTORY     - Date     Condition        Report By
 DJ0429  HISTORY     - 1946     MONUMENTED       CGS
 DJ0429  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0429
 DJ0429                          STATION DESCRIPTION
 DJ0429
 DJ0429'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0429'3.7 MI NE FROM ALICEVILLE.
 DJ0429'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 DJ0429'AT ALICEVILLE, THENCE ABOUT 1.0 MILE EAST ALONG A GRAVL ROAD TO
 DJ0429'BENEVOLA, 0.45 MILE EAST OF THE BRIDGE OVER THE LUBBUB CREEK, AT THE
 DJ0429'EDGE OF A WOODED SECTION BETWEEN THE ROAD AND A CREEK, 27 FEET NORTH
 DJ0429'OF THE CENTER LINE OF THE ROAD, 29 FEET WEST OF A TWIN HICKORY TREE
 DJ0429'WITH A TRIANGULAR BLAZE, 15 FEET SOUTH-SOUTHWEST OF THE CREEK BANK,
 DJ0429'2.5 FEET EAST OF A WOODEN WITNESS POST, ABOUT 1.5 FOOT HIGHER THAT THE
 DJ0429'ROAD LEVEL.
 DJ0429
 DJ0429                          STATION RECOVERY (1966)
 DJ0429
 DJ0429'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0429'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0102 ***********************************************************************
 DJ0102  DESIGNATION -  C 197
 DJ0102  PID         -  DJ0102
 DJ0102  STATE/COUNTY-  AL/LAMAR
 DJ0102  USGS QUAD   -  FERNBANK (1985)
 DJ0102
 DJ0102                         *CURRENT SURVEY CONTROL
 DJ0102  ___________________________________________________________________
 DJ0102* NAD 83(1986)-  33 36 59.     (N)    088 14 31.     (W)     SCALED    
 DJ0102* NAVD 88     -        83.544  (meters)     274.09   (feet)  ADJUSTED  
 DJ0102  ___________________________________________________________________
 DJ0102  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 DJ0102  DYNAMIC HT  -          83.457 (meters)     273.81  (feet)  COMP
 DJ0102  MODELED GRAV-     979,593.5   (mgal)                       NAVD 88
 DJ0102
 DJ0102  VERT ORDER  -  SECOND    CLASS 0
 DJ0102
 DJ0102.The horizontal coordinates were scaled from a topographic map and have
 DJ0102.an estimated accuracy of +/- 6 seconds.
 DJ0102
 DJ0102.The orthometric height was determined by differential leveling
 DJ0102.and adjusted by the National Geodetic Survey in June 1991..
 DJ0102
 DJ0102.The geoid height was determined by GEOID03.
 DJ0102
 DJ0102.The dynamic height is computed by dividing the NAVD 88
 DJ0102.geopotential number by the normal gravity value computed on the
 DJ0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0102.degrees latitude (g = 980.6199 gals.).
 DJ0102
 DJ0102.The modeled gravity was interpolated from observed gravity values.
 DJ0102
 DJ0102;                    North         East    Units  Estimated Accuracy
 DJ0102;SPC AL W     -   401,220.      531,150.      MT  (+/- 180 meters Scaled)
 DJ0102
 DJ0102                          SUPERSEDED SURVEY CONTROL
 DJ0102
 DJ0102  NGVD 29 (??/??/92)   83.516  (m)          274.00   (f) ADJ UNCH    2 0
 DJ0102
 DJ0102.Superseded values are not recommended for survey control.
 DJ0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0102.See file dsdata.txt to determine how the superseded data were derived.
 DJ0102
 DJ0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC847203(NAD 83)
 DJ0102_MARKER: DB = BENCH MARK DISK
 DJ0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0102_STAMPING: C 197 1946
 DJ0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0102+STABILITY: SURFACE MOTION
 DJ0102
 DJ0102  HISTORY     - Date     Condition        Report By
 DJ0102  HISTORY     - 1946     MONUMENTED       CGS
 DJ0102  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0102
 DJ0102                          STATION DESCRIPTION
 DJ0102
 DJ0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0102'5.9 MI NE FROM STEENS, MISS.
 DJ0102'ABOUT 5.9 MILES NORTHEAST ALONG THE YELLOW CREEK ROAD FROM THE POST
 DJ0102'OFFICE AT STEENS, AT THE INTERSECTION OF A ROAD KNOWN AS THE MUD CREEK
 DJ0102'ROAD, 320 FEET SOUTHWEST OF A SMALL STORE, 85 FEET SOUTHWEST OF THE
 DJ0102'CENTER OF THE ROAD INTERSECTION, 69 FEET SOUTH OF THE MUD CREEK ROAD,
 DJ0102'28 FEET NORTHWEST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE
 DJ0102'MAIN ROAD, 2 FEET NORTHEAST OF A WOODEN WITNESS POST.  A BRONZE DISK
 DJ0102'SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 DJ0102
 DJ0102                          STATION RECOVERY (1966)
 DJ0102
 DJ0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0512 ***********************************************************************
 DJ0512  DESIGNATION -  C 198 RESET
 DJ0512  PID         -  DJ0512
 DJ0512  STATE/COUNTY-  AL/PICKENS
 DJ0512  USGS QUAD   -  ETHELSVILLE (1985)
 DJ0512
 DJ0512                         *CURRENT SURVEY CONTROL
 DJ0512  ___________________________________________________________________
 DJ0512* NAD 83(1986)-  33 23 24.     (N)    088 14 03.     (W)     SCALED    
 DJ0512* NAVD 88     -       101.50   (meters)     333.0    (feet)  RESET     
 DJ0512  ___________________________________________________________________
 DJ0512  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 DJ0512
 DJ0512  VERT ORDER  -  THIRD
 DJ0512
 DJ0512.The horizontal coordinates were scaled from a topographic map and have
 DJ0512.an estimated accuracy of +/- 6 seconds.
 DJ0512
 DJ0512.The orthometric height was computed from unverified reset data.
 DJ0512
 DJ0512.The geoid height was determined by GEOID03.
 DJ0512
 DJ0512;                    North         East    Units  Estimated Accuracy
 DJ0512;SPC AL W     -   376,110.      531,700.      MT  (+/- 180 meters Scaled)
 DJ0512
 DJ0512                          SUPERSEDED SURVEY CONTROL
 DJ0512
 DJ0512  NGVD 29 (??/??/??)  101.48   (m)          332.9    (f) RESET       3  
 DJ0512
 DJ0512.Superseded values are not recommended for survey control.
 DJ0512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0512.See file dsdata.txt to determine how the superseded data were derived.
 DJ0512
 DJ0512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB852952(NAD 83)
 DJ0512_MARKER: DB = BENCH MARK DISK
 DJ0512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0512_STAMPING: C 198 RESET 1958
 DJ0512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0512+STABILITY: SURFACE MOTION
 DJ0512
 DJ0512  HISTORY     - Date     Condition        Report By
 DJ0512  HISTORY     - 1958     MONUMENTED       CGS
 DJ0512  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0512
 DJ0512                          STATION DESCRIPTION
 DJ0512
 DJ0512'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DJ0512'2.2 MI S FROM ETHELSVILLE.
 DJ0512'0.4 MILE SOUTHEAST ALONG A BLACKTOP ROAD, THENCE TAKE RIGHT FORK AND
 DJ0512'GO SOUTH FOR 1.75 MILES FROM THE GULF MOBILE AND OHIO RAILROAD STATION
 DJ0512'IN ETHELSVILLE.  IT IS ON PROPERTY OWNED BY LOUIS ACHTON, 0.1 MILE
 DJ0512'SOUTH OF A SIDE ROAD LEADING WEST AND A SMALL STORE AT MAMMIESVILLE,
 DJ0512'ACROSS THE ROAD FROM A GREEN SHINGLED HOUSE ON THE TOP OF A HILL AND
 DJ0512'IN THE SOUTHEAST ANGLE OF THE JUNCTION OF THE MAIN ROAD AND A FARM
 DJ0512'ROAD LEADING EAST TO A TENANT HOUSE.  IT IS 47 FEET NORTH OF THE
 DJ0512'CENTER OF THE ROAD TO THE TENANT HOUSE, 40 FEET EAST OF THE CENTER OF
 DJ0512'THE MAIN ROAD, 1 FOOT NORTH OF A FENCE LINE, 55 FEET NORTHWEST OF A
 DJ0512'FENCE CORNER, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 DJ0512'PROJECTING 3 INCHES.
 DJ0512
 DJ0512                          STATION RECOVERY (1966)
 DJ0512
 DJ0512'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0512'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0628 ***********************************************************************
 DJ0628  DESIGNATION -  C 199
 DJ0628  PID         -  DJ0628
 DJ0628  STATE/COUNTY-  AL/PICKENS
 DJ0628  USGS QUAD   -  FORRESTON (1987)
 DJ0628
 DJ0628                         *CURRENT SURVEY CONTROL
 DJ0628  ___________________________________________________________________
 DJ0628* NAD 83(1986)-  33 19 07.     (N)    088 16 18.     (W)     SCALED    
 DJ0628* NAVD 88     -        75.074  (meters)     246.31   (feet)  ADJUSTED  
 DJ0628  ___________________________________________________________________
 DJ0628  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DJ0628  DYNAMIC HT  -          74.993 (meters)     246.04  (feet)  COMP
 DJ0628  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DJ0628
 DJ0628  VERT ORDER  -  SECOND    CLASS 0
 DJ0628
 DJ0628.The horizontal coordinates were scaled from a topographic map and have
 DJ0628.an estimated accuracy of +/- 6 seconds.
 DJ0628
 DJ0628.The orthometric height was determined by differential leveling
 DJ0628.and adjusted by the National Geodetic Survey in June 1991..
 DJ0628
 DJ0628.The geoid height was determined by GEOID03.
 DJ0628
 DJ0628.The dynamic height is computed by dividing the NAVD 88
 DJ0628.geopotential number by the normal gravity value computed on the
 DJ0628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0628.degrees latitude (g = 980.6199 gals.).
 DJ0628
 DJ0628.The modeled gravity was interpolated from observed gravity values.
 DJ0628
 DJ0628;                    North         East    Units  Estimated Accuracy
 DJ0628;SPC AL W     -   368,210.      528,150.      MT  (+/- 180 meters Scaled)
 DJ0628
 DJ0628                          SUPERSEDED SURVEY CONTROL
 DJ0628
 DJ0628  NGVD 29 (??/??/92)   75.048  (m)          246.22   (f) ADJ UNCH    2 0
 DJ0628
 DJ0628.Superseded values are not recommended for survey control.
 DJ0628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0628.See file dsdata.txt to determine how the superseded data were derived.
 DJ0628
 DJ0628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB816873(NAD 83)
 DJ0628_MARKER: DB = BENCH MARK DISK
 DJ0628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0628_STAMPING: C 199 1946
 DJ0628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0628+STABILITY: SURFACE MOTION
 DJ0628
 DJ0628  HISTORY     - Date     Condition        Report By
 DJ0628  HISTORY     - 1946     MONUMENTED       CGS
 DJ0628  HISTORY     - 19860324 MARK NOT FOUND   USPSQD
 DJ0628
 DJ0628                          STATION DESCRIPTION
 DJ0628
 DJ0628'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0628'6.8 MI NW FROM PICKENSVILLE.
 DJ0628'ABOUT 6.8 MILES NORTHWEST ALONG THE PICKENSVILLE-COLUMBUS ROAD FROM
 DJ0628'THE POST OFFICE AT PICKENSVILLE, AT A SMALL ONE-ROOM CHURCH (COLORED)
 DJ0628'BUILDING ON THE NORTHEAST SIDE OF THE ROAD, ABOUT 0.2 MILE NORTHWEST
 DJ0628'OF THE JUNCTION WITH A ROAD LEADING NORTH TO ETHELSVILLE, 66 FEET
 DJ0628'SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH, 32 FEET EAST OF THE
 DJ0628'CENTER LINE OF THE ROAD, 10 FEET WEST OF A SMALL TWIN OAK TREE, 2 FEET
 DJ0628'NORTHWEST OF A WHITE WOODEN WITNESS POST AND ABOUT 3 FEET HIGHER THAN
 DJ0628'ROAD LEVEL.  A STANDARD DISK, STAMPED C 199 1946 AND SET IN THE TOP OF
 DJ0628'A CONCRETE POST PROJECTING 6 INCHES.
 DJ0628
 DJ0628                          STATION RECOVERY (1986)
 DJ0628
 DJ0628'RECOVERY NOTE BY US POWER SQUADRON 1986 (LCR)
 DJ0628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1328 ***********************************************************************
 BT1328  DESIGNATION -  C 20 RESET
 BT1328  PID         -  BT1328
 BT1328  STATE/COUNTY-  AL/BARBOUR
 BT1328  USGS QUAD   -  MOUNT ANDREW (1968)
 BT1328
 BT1328                         *CURRENT SURVEY CONTROL
 BT1328  ___________________________________________________________________
 BT1328* NAD 83(1986)-  31 56 56.     (N)    085 30 05.     (W)     SCALED    
 BT1328* NAVD 88     -       173.845  (meters)     570.36   (feet)  ADJUSTED  
 BT1328  ___________________________________________________________________
 BT1328  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BT1328  DYNAMIC HT  -         173.641 (meters)     569.69  (feet)  COMP
 BT1328  MODELED GRAV-     979,459.8   (mgal)                       NAVD 88
 BT1328
 BT1328  VERT ORDER  -  SECOND    CLASS 0
 BT1328
 BT1328.The horizontal coordinates were scaled from a topographic map and have
 BT1328.an estimated accuracy of +/- 6 seconds.
 BT1328
 BT1328.The orthometric height was determined by differential leveling
 BT1328.and adjusted by the National Geodetic Survey in June 1991..
 BT1328
 BT1328.The geoid height was determined by GEOID03.
 BT1328
 BT1328.The dynamic height is computed by dividing the NAVD 88
 BT1328.geopotential number by the normal gravity value computed on the
 BT1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1328.degrees latitude (g = 980.6199 gals.).
 BT1328
 BT1328.The modeled gravity was interpolated from observed gravity values.
 BT1328
 BT1328;                    North         East    Units  Estimated Accuracy
 BT1328;SPC AL E     -   160,690.      231,380.      MT  (+/- 180 meters Scaled)
 BT1328
 BT1328                          SUPERSEDED SURVEY CONTROL
 BT1328
 BT1328  NGVD 29 (??/??/92)  173.842  (m)          570.35   (f) ADJ UNCH    2 0
 BT1328
 BT1328.Superseded values are not recommended for survey control.
 BT1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1328.See file dsdata.txt to determine how the superseded data were derived.
 BT1328
 BT1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA416357(NAD 83)
 BT1328_MARKER: DB = BENCH MARK DISK
 BT1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1328_STAMPING: C 20 RESET 1952
 BT1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1328+STABILITY: SURFACE MOTION
 BT1328
 BT1328  HISTORY     - Date     Condition        Report By
 BT1328  HISTORY     - 1952     MONUMENTED       CGS
 BT1328
 BT1328                          STATION DESCRIPTION
 BT1328
 BT1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1328'2 MI SE FROM MT ANDREW.
 BT1328'1.95 MILES SOUTHEAST ALONG STATE HIGHWAY 51 FROM THE CROSSROAD
 BT1328'AND POST OFFICE AT MT. ANDREW, WEST AND ACROSS HIGHWAY FROM THE
 BT1328'MOUTH OF A CLAY PIT, 60 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY,
 BT1328'AT THE NORTHWEST END OF A CUT, 115 FEET NORTHWEST OF POWER POLE
 BT1328'NO. 145, 159 FEET SOUTHEAST OF SOUTHWEST END OF A 24-INCH PIPE
 BT1328'CULVERT WITH CONCRETE HEAD WALLS, 2 1/2 FEET BELOW LEVEL OF
 BT1328'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2206 ***********************************************************************
 DH2206  DESIGNATION -  C 200
 DH2206  PID         -  DH2206
 DH2206  STATE/COUNTY-  AL/GREENE
 DH2206  USGS QUAD   -  FOSTERS (1978)
 DH2206
 DH2206                         *CURRENT SURVEY CONTROL
 DH2206  ___________________________________________________________________
 DH2206* NAD 83(1986)-  33 00 07.     (N)    087 43 28.     (W)     SCALED    
 DH2206* NAVD 88     -        41.775  (meters)     137.06   (feet)  ADJUSTED  
 DH2206  ___________________________________________________________________
 DH2206  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH2206  DYNAMIC HT  -          41.728 (meters)     136.90  (feet)  COMP
 DH2206  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 DH2206
 DH2206  VERT ORDER  -  SECOND    CLASS 0
 DH2206
 DH2206.The horizontal coordinates were scaled from a topographic map and have
 DH2206.an estimated accuracy of +/- 6 seconds.
 DH2206
 DH2206.The orthometric height was determined by differential leveling
 DH2206.and adjusted by the National Geodetic Survey in June 1991..
 DH2206
 DH2206.The geoid height was determined by GEOID03.
 DH2206
 DH2206.The dynamic height is computed by dividing the NAVD 88
 DH2206.geopotential number by the normal gravity value computed on the
 DH2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2206.degrees latitude (g = 980.6199 gals.).
 DH2206
 DH2206.The modeled gravity was interpolated from observed gravity values.
 DH2206
 DH2206;                    North         East    Units  Estimated Accuracy
 DH2206;SPC AL W     -   332,850.      579,030.      MT  (+/- 180 meters Scaled)
 DH2206
 DH2206                          SUPERSEDED SURVEY CONTROL
 DH2206
 DH2206  NGVD 29 (??/??/92)   41.741  (m)          136.95   (f) ADJ UNCH    2 0
 DH2206
 DH2206.Superseded values are not recommended for survey control.
 DH2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2206.See file dsdata.txt to determine how the superseded data were derived.
 DH2206
 DH2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB323517(NAD 83)
 DH2206_MARKER: DB = BENCH MARK DISK
 DH2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2206_STAMPING: C 200 1946
 DH2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2206+STABILITY: SURFACE MOTION
 DH2206
 DH2206  HISTORY     - Date     Condition        Report By
 DH2206  HISTORY     - 1946     MONUMENTED       CGS
 DH2206
 DH2206                          STATION DESCRIPTION
 DH2206
 DH2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2206'6.85 MI SE FROM RALPH.
 DH2206'ABOUT 1.55 MILE SOUTHWEST ALONG U.S.HIGHWAY 11 FROM THE POST OFFICE AT
 DH2206'RALPH, THENCE 5.3 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO LOCK
 DH2206'NO. 9, 20 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTH
 DH2206'OF THE NORTHWEST CORNER OF A LOG HOUSE, 24 FEET WEST OF THE SOUTHEAST
 DH2206'CORNER OF THE LOG HOUSE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 DH2206'POST AND ABOUT 2 1/2 FEET HIGHER THAN ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1684 ***********************************************************************
 DH1684  DESIGNATION -  C 201
 DH1684  PID         -  DH1684
 DH1684  STATE/COUNTY-  AL/FAYETTE
 DH1684  USGS QUAD   -  NEW LEXINGTON (1981)
 DH1684
 DH1684                         *CURRENT SURVEY CONTROL
 DH1684  ___________________________________________________________________
 DH1684* NAD 83(1986)-  33 31 30.     (N)    087 40 38.     (W)     SCALED    
 DH1684* NAVD 88     -       145.762  (meters)     478.22   (feet)  ADJUSTED  
 DH1684  ___________________________________________________________________
 DH1684  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 DH1684  DYNAMIC HT  -         145.607 (meters)     477.71  (feet)  COMP
 DH1684  MODELED GRAV-     979,574.2   (mgal)                       NAVD 88
 DH1684
 DH1684  VERT ORDER  -  SECOND    CLASS 0
 DH1684
 DH1684.The horizontal coordinates were scaled from a topographic map and have
 DH1684.an estimated accuracy of +/- 6 seconds.
 DH1684
 DH1684.The orthometric height was determined by differential leveling
 DH1684.and adjusted by the National Geodetic Survey in June 1991..
 DH1684
 DH1684.The geoid height was determined by GEOID03.
 DH1684
 DH1684.The dynamic height is computed by dividing the NAVD 88
 DH1684.geopotential number by the normal gravity value computed on the
 DH1684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1684.degrees latitude (g = 980.6199 gals.).
 DH1684
 DH1684.The modeled gravity was interpolated from observed gravity values.
 DH1684
 DH1684;                    North         East    Units  Estimated Accuracy
 DH1684;SPC AL W     -   390,850.      583,540.      MT  (+/- 180 meters Scaled)
 DH1684
 DH1684                          SUPERSEDED SURVEY CONTROL
 DH1684
 DH1684  NGVD 29 (??/??/92)  145.730  (m)          478.12   (f) ADJ UNCH    2 0
 DH1684
 DH1684.Superseded values are not recommended for survey control.
 DH1684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1684.See file dsdata.txt to determine how the superseded data were derived.
 DH1684
 DH1684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC371096(NAD 83)
 DH1684_MARKER: DB = BENCH MARK DISK
 DH1684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1684_STAMPING: C 201 1946
 DH1684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1684+STABILITY: SURFACE MOTION
 DH1684
 DH1684  HISTORY     - Date     Condition        Report By
 DH1684  HISTORY     - 1946     MONUMENTED       CGS
 DH1684  HISTORY     - 20050517 MARK NOT FOUND   ALHD
 DH1684
 DH1684                          STATION DESCRIPTION
 DH1684
 DH1684'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1684'9.55 MI E FROM NEWTONVILLE.
 DH1684'ABOUT 9.55 MILES EAST ALONG A GRAVEL ROAD LEADING TO ETTECA SCHOOL
 DH1684'FROM THE CEMETERY IN NEWTONVILLE, ABOUT 2 MILES WEST OF THE SCHOOL,
 DH1684'1.1 MILES EAST OF THE NEW HOPE CHURCH, 0.2 MILE NORTHWEST OF A FARM
 DH1684'HOUSE AT A ROAD INTERSECTION 0.1 MILE EAST OF A FARM HOUSE, ABOUT 100
 DH1684'FEET EAST OF THE SOUTHEAST CORNER OF A COTTON PATCH, AT THE WEST EDGE
 DH1684'OF WOODLAND, 21 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 DH1684'THE ROAD, 14 FEET NORTHWEST OF A 2 FOOT OAK TREE, 2 FEET EAST OF A
 DH1684'WOODEN WITNESS POST.
 DH1684
 DH1684                          STATION RECOVERY (2005)
 DH1684
 DH1684'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH1684'REFERENCES GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0363 ***********************************************************************
 DJ0363  DESIGNATION -  C 202 RESET
 DJ0363  PID         -  DJ0363
 DJ0363  STATE/COUNTY-  AL/PICKENS
 DJ0363  USGS QUAD   -  DANCY (1982)
 DJ0363
 DJ0363                         *CURRENT SURVEY CONTROL
 DJ0363  ___________________________________________________________________
 DJ0363* NAD 83(1986)-  33 03 05.     (N)    088 17 25.     (W)     SCALED    
 DJ0363* NAVD 88     -        68.68   (meters)     225.3    (feet)  RESET     
 DJ0363  ___________________________________________________________________
 DJ0363  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DJ0363
 DJ0363  VERT ORDER  -  THIRD
 DJ0363
 DJ0363.The horizontal coordinates were scaled from a topographic map and have
 DJ0363.an estimated accuracy of +/- 6 seconds.
 DJ0363
 DJ0363.The orthometric height was computed from unverified reset data.
 DJ0363
 DJ0363.The geoid height was determined by GEOID03.
 DJ0363
 DJ0363;                    North         East    Units  Estimated Accuracy
 DJ0363;SPC AL W     -   338,590.      526,190.      MT  (+/- 180 meters Scaled)
 DJ0363
 DJ0363                          SUPERSEDED SURVEY CONTROL
 DJ0363
 DJ0363  NGVD 29 (??/??/??)   68.64   (m)          225.2    (f) RESET       3  
 DJ0363
 DJ0363.Superseded values are not recommended for survey control.
 DJ0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0363.See file dsdata.txt to determine how the superseded data were derived.
 DJ0363
 DJ0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB795577(NAD 83)
 DJ0363_MARKER: DB = BENCH MARK DISK
 DJ0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0363_STAMPING: C 202 RESET 1947
 DJ0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0363+STABILITY: SURFACE MOTION
 DJ0363
 DJ0363  HISTORY     - Date     Condition        Report By
 DJ0363  HISTORY     - 1947     MONUMENTED       CGS
 DJ0363  HISTORY     - 1950     GOOD             NGS
 DJ0363
 DJ0363                          STATION DESCRIPTION
 DJ0363
 DJ0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 DJ0363'2.5 MI SW FROM COCHRANE.
 DJ0363'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 71 FROM THE ALABAMA, TENNESSEE
 DJ0363'AND NORTHERN RAILROAD STATION AT COCHRANE, PICKENS COUNTY, 0.9 MILE
 DJ0363'WEST OF THE JUNCTION OF STATE HIGHWAY 17, 100 YARDS SOUTHWEST OF THE
 DJ0363'SOUTHWEST CORNER OF HEBRON METHODIST CHURCH, AT THE SOUTHWEST CORNER
 DJ0363'OF THE CHURCHYARD, 48 FEET NORTH OF THE CENTERLINE OF THE HIGHWAY, 25
 DJ0363'FEET EAST OF A DRIVEWAY LEADING TO A FARMHOUSE, AND NEAR A WHITE
 DJ0363'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0189 ***********************************************************************
 CO0189  DESIGNATION -  C 203
 CO0189  PID         -  CO0189
 CO0189  STATE/COUNTY-  AL/SUMTER
 CO0189  USGS QUAD   -  PANOLA (1973)
 CO0189
 CO0189                         *CURRENT SURVEY CONTROL
 CO0189  ___________________________________________________________________
 CO0189* NAD 83(1986)-  32 57 45.     (N)    088 19 54.     (W)     SCALED    
 CO0189* NAVD 88     -        51.533  (meters)     169.07   (feet)  ADJUSTED  
 CO0189  ___________________________________________________________________
 CO0189  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CO0189  DYNAMIC HT  -          51.476 (meters)     168.88  (feet)  COMP
 CO0189  MODELED GRAV-     979,525.6   (mgal)                       NAVD 88
 CO0189
 CO0189  VERT ORDER  -  SECOND    CLASS 0
 CO0189
 CO0189.The horizontal coordinates were scaled from a topographic map and have
 CO0189.an estimated accuracy of +/- 6 seconds.
 CO0189
 CO0189.The orthometric height was determined by differential leveling
 CO0189.and adjusted by the National Geodetic Survey in June 1991..
 CO0189
 CO0189.The geoid height was determined by GEOID03.
 CO0189
 CO0189.The dynamic height is computed by dividing the NAVD 88
 CO0189.geopotential number by the normal gravity value computed on the
 CO0189.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0189.degrees latitude (g = 980.6199 gals.).
 CO0189
 CO0189.The modeled gravity was interpolated from observed gravity values.
 CO0189
 CO0189;                    North         East    Units  Estimated Accuracy
 CO0189;SPC AL W     -   328,760.      522,250.      MT  (+/- 180 meters Scaled)
 CO0189
 CO0189                          SUPERSEDED SURVEY CONTROL
 CO0189
 CO0189  NGVD 29 (??/??/92)   51.495  (m)          168.95   (f) ADJ UNCH    2 0
 CO0189
 CO0189.Superseded values are not recommended for survey control.
 CO0189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0189.See file dsdata.txt to determine how the superseded data were derived.
 CO0189
 CO0189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB755479(NAD 83)
 CO0189_MARKER: DB = BENCH MARK DISK
 CO0189_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0189_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0189_STAMPING: C 203 1946
 CO0189_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0189+STABILITY: SURFACE MOTION
 CO0189
 CO0189  HISTORY     - Date     Condition        Report By
 CO0189  HISTORY     - 1946     MONUMENTED       CGS
 CO0189
 CO0189                          STATION DESCRIPTION
 CO0189
 CO0189'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0189'2.6 MI SE FROM COOKSVILLE, MISS.
 CO0189'2.6 MILES SOUTHEAST FROM THE POST OFFICE AT COOKSVILLE, AT THE TOP OF
 CO0189'A SMALL PINE-COVERED KNOLL, 1.0 MILE NORTHWEST OF THE MOUNT TABOR
 CO0189'BAPTIST CHURCH, 244 FEET NORTHWEST OF THE JUNCTION OFF A FARM ROAD
 CO0189'LEADING EAST, 20 FEET NORTHEAST OF THE CENTERLINE OF THE MAIN ROAD, 15
 CO0189'FEET NORTH OF A 12-INCH PINE TREE AND 2 FEET NORTHWEST OF A WOODEN
 CO0189'WITNESS POST.  A STANDARD DISK, STAMPED C 203 1946, AND SET IN THE TOP
 CO0189'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2713 ***********************************************************************
 CN2713  DESIGNATION -  C 204
 CN2713  PID         -  CN2713
 CN2713  STATE/COUNTY-  AL/GREENE
 CN2713  USGS QUAD   -  UNION (1980)
 CN2713
 CN2713                         *CURRENT SURVEY CONTROL
 CN2713  ___________________________________________________________________
 CN2713* NAD 83(1986)-  32 55 49.     (N)    087 59 52.     (W)     SCALED    
 CN2713* NAVD 88     -        59.858  (meters)     196.38   (feet)  ADJUSTED  
 CN2713  ___________________________________________________________________
 CN2713  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CN2713  DYNAMIC HT  -          59.791 (meters)     196.16  (feet)  COMP
 CN2713  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 CN2713
 CN2713  VERT ORDER  -  SECOND    CLASS 0
 CN2713
 CN2713.The horizontal coordinates were scaled from a topographic map and have
 CN2713.an estimated accuracy of +/- 6 seconds.
 CN2713
 CN2713.The orthometric height was determined by differential leveling
 CN2713.and adjusted by the National Geodetic Survey in June 1991..
 CN2713
 CN2713.The geoid height was determined by GEOID03.
 CN2713
 CN2713.The dynamic height is computed by dividing the NAVD 88
 CN2713.geopotential number by the normal gravity value computed on the
 CN2713.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2713.degrees latitude (g = 980.6199 gals.).
 CN2713
 CN2713.The modeled gravity was interpolated from observed gravity values.
 CN2713
 CN2713;                    North         East    Units  Estimated Accuracy
 CN2713;SPC AL W     -   324,990.      553,450.      MT  (+/- 180 meters Scaled)
 CN2713
 CN2713                          SUPERSEDED SURVEY CONTROL
 CN2713
 CN2713  NGVD 29 (??/??/92)   59.824  (m)          196.27   (f) ADJ UNCH    2 0
 CN2713
 CN2713.Superseded values are not recommended for survey control.
 CN2713.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2713.See file dsdata.txt to determine how the superseded data were derived.
 CN2713
 CN2713_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB067439(NAD 83)
 CN2713_MARKER: DB = BENCH MARK DISK
 CN2713_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2713_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2713_STAMPING: C 204 1946
 CN2713_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2713+STABILITY: SURFACE MOTION
 CN2713
 CN2713  HISTORY     - Date     Condition        Report By
 CN2713  HISTORY     - 1946     MONUMENTED       CGS
 CN2713  HISTORY     - 1976     MARK NOT FOUND   USGS
 CN2713
 CN2713                          STATION DESCRIPTION
 CN2713
 CN2713'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CN2713'1.2 MI NW FROM CLINTON.
 CN2713'ABOUT 1.2 MILES NORTHWEST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 CN2713'AT CLINTON, AT A FARM HOUSE, 175 FEET NORTH OF THE NORTHEAST CORNER OF
 CN2713'THE FARM HOUSE, 57 FEET WEST OF THE NORTHWEST END OF AN 18 INCH
 CN2713'CONCRETE PIPE CULVERT UNDER A DRIVEWAY LEADING TO THE HOUSE, 27 FEET
 CN2713'SOUTHEAST OF A 36 INCH TWIN CEDAR TREE, 2 FEET NORTHWEST OF A WOODEN
 CN2713'WITNESS POST.
 CN2713
 CN2713                          STATION RECOVERY (1976)
 CN2713
 CN2713'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CN2713'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0089 ***********************************************************************
 CO0089  DESIGNATION -  C 205
 CO0089  PID         -  CO0089
 CO0089  STATE/COUNTY-  AL/SUMTER
 CO0089  USGS QUAD   -  BOYD (1987)
 CO0089
 CO0089                         *CURRENT SURVEY CONTROL
 CO0089  ___________________________________________________________________
 CO0089* NAD 83(1986)-  32 35 07.     (N)    088 18 14.     (W)     SCALED    
 CO0089* NAVD 88     -        57.690  (meters)     189.27   (feet)  ADJUSTED  
 CO0089  ___________________________________________________________________
 CO0089  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CO0089  DYNAMIC HT  -          57.623 (meters)     189.05  (feet)  COMP
 CO0089  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CO0089
 CO0089  VERT ORDER  -  SECOND    CLASS 0
 CO0089
 CO0089.The horizontal coordinates were scaled from a topographic map and have
 CO0089.an estimated accuracy of +/- 6 seconds.
 CO0089
 CO0089.The orthometric height was determined by differential leveling
 CO0089.and adjusted by the National Geodetic Survey in June 1991..
 CO0089
 CO0089.The geoid height was determined by GEOID03.
 CO0089
 CO0089.The dynamic height is computed by dividing the NAVD 88
 CO0089.geopotential number by the normal gravity value computed on the
 CO0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0089.degrees latitude (g = 980.6199 gals.).
 CO0089
 CO0089.The modeled gravity was interpolated from observed gravity values.
 CO0089
 CO0089;                    North         East    Units  Estimated Accuracy
 CO0089;SPC AL W     -   286,910.      524,530.      MT  (+/- 180 meters Scaled)
 CO0089
 CO0089                          SUPERSEDED SURVEY CONTROL
 CO0089
 CO0089  NGVD 29 (??/??/92)   57.661  (m)          189.18   (f) ADJ UNCH    2 0
 CO0089
 CO0089.Superseded values are not recommended for survey control.
 CO0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0089.See file dsdata.txt to determine how the superseded data were derived.
 CO0089
 CO0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB776060(NAD 83)
 CO0089_MARKER: DB = BENCH MARK DISK
 CO0089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0089_STAMPING: C 205 1946
 CO0089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0089+STABILITY: SURFACE MOTION
 CO0089
 CO0089  HISTORY     - Date     Condition        Report By
 CO0089  HISTORY     - 1946     MONUMENTED       CGS
 CO0089
 CO0089                          STATION DESCRIPTION
 CO0089
 CO0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0089'2.35 MI S FROM BOYD.
 CO0089'2.35 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE GIN AT BOYD, NEAR THE
 CO0089'TOP OF A GRADE AT A PRIVATE ROAD INTERSECTION, 120 FEET SOUTH OF THE
 CO0089'CENTER LINE OF THE EAST-WEST PRIVATE ROAD, IN THE SOUTHEAST QUARTER OF
 CO0089'THE INTERSECTION, 104 FEET SOUTH OF THE EAST END OF THE SOUTH CONCRETE
 CO0089'HEADWALL OF A CONCRETE TILE CULVERT UNDER THE PRIVATE ROAD, 50 FEET
 CO0089'EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 6 FEET
 CO0089'NORTH OF HIGHWAY STATION P.O.T. 354, AND 2 FEET SOUTH OF A WHITE
 CO0089'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED C 205 1946 AND SET IN
 CO0089'THE TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0974 ***********************************************************************
 EF0974  DESIGNATION -  C 206
 EF0974  PID         -  EF0974
 EF0974  STATE/COUNTY-  AL/MARION
 EF0974  USGS QUAD   -  HAMILTON SW (1982)
 EF0974
 EF0974                         *CURRENT SURVEY CONTROL
 EF0974  ___________________________________________________________________
 EF0974* NAD 83(1986)-  34 05 44.     (N)    087 59 13.     (W)     SCALED    
 EF0974* NAVD 88     -       126.770  (meters)     415.91   (feet)  ADJUSTED  
 EF0974  ___________________________________________________________________
 EF0974  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 EF0974  DYNAMIC HT  -         126.642 (meters)     415.49  (feet)  COMP
 EF0974  MODELED GRAV-     979,625.4   (mgal)                       NAVD 88
 EF0974
 EF0974  VERT ORDER  -  SECOND    CLASS 0
 EF0974
 EF0974.The horizontal coordinates were scaled from a topographic map and have
 EF0974.an estimated accuracy of +/- 6 seconds.
 EF0974
 EF0974.The orthometric height was determined by differential leveling
 EF0974.and adjusted by the National Geodetic Survey in June 1991..
 EF0974
 EF0974.The geoid height was determined by GEOID03.
 EF0974
 EF0974.The dynamic height is computed by dividing the NAVD 88
 EF0974.geopotential number by the normal gravity value computed on the
 EF0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0974.degrees latitude (g = 980.6199 gals.).
 EF0974
 EF0974.The modeled gravity was interpolated from observed gravity values.
 EF0974
 EF0974;                    North         East    Units  Estimated Accuracy
 EF0974;SPC AL W     -   454,220.      555,070.      MT  (+/- 180 meters Scaled)
 EF0974
 EF0974                          SUPERSEDED SURVEY CONTROL
 EF0974
 EF0974  NGVD 29 (??/??/92)  126.708  (m)          415.71   (f) ADJ UNCH    2 0
 EF0974
 EF0974.Superseded values are not recommended for survey control.
 EF0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0974.See file dsdata.txt to determine how the superseded data were derived.
 EF0974
 EF0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC089731(NAD 83)
 EF0974_MARKER: DB = BENCH MARK DISK
 EF0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0974_STAMPING: C 206 1946
 EF0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0974+STABILITY: SURFACE MOTION
 EF0974
 EF0974  HISTORY     - Date     Condition        Report By
 EF0974  HISTORY     - 1946     MONUMENTED       CGS
 EF0974
 EF0974                          STATION DESCRIPTION
 EF0974
 EF0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EF0974'3.0 MI S FROM HAMILTON.
 EF0974'ABOUT 3.0 MILES SOUTH ALONG U.S. HIGHWAY 78 FROM THE STATE SECONDARY
 EF0974'AGRICULTURAL SCHOOL AT HAMILTON, 0.19 MILE SOUTH OF A SHELL SERVICE
 EF0974'STATION, AT A T ROAD INTERSECTION, 37 FEET EAST OF THE CENTER LINE OF
 EF0974'U.S. HIGHWAY 78, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT
 EF0974'ROAD, 18 FEET NORTHEAST OF A TELEPHONE POLE, 80 FEET EAST OF AN
 EF0974'UNPAINTED HOUSE.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 EF0974'PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2028 ***********************************************************************
 DH2028  DESIGNATION -  C 207
 DH2028  PID         -  DH2028
 DH2028  STATE/COUNTY-  AL/PICKENS
 DH2028  USGS QUAD   -  KIRK (1970)
 DH2028
 DH2028                         *CURRENT SURVEY CONTROL
 DH2028  ___________________________________________________________________
 DH2028* NAD 83(1986)-  33 11 07.     (N)    087 54 05.     (W)     SCALED    
 DH2028* NAVD 88     -        92.787  (meters)     304.42   (feet)  ADJUSTED  
 DH2028  ___________________________________________________________________
 DH2028  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DH2028  DYNAMIC HT  -          92.685 (meters)     304.08  (feet)  COMP
 DH2028  MODELED GRAV-     979,536.6   (mgal)                       NAVD 88
 DH2028
 DH2028  VERT ORDER  -  SECOND    CLASS 0
 DH2028
 DH2028.The horizontal coordinates were scaled from a topographic map and have
 DH2028.an estimated accuracy of +/- 6 seconds.
 DH2028
 DH2028.The orthometric height was determined by differential leveling
 DH2028.and adjusted by the National Geodetic Survey in June 1991..
 DH2028
 DH2028.The geoid height was determined by GEOID03.
 DH2028
 DH2028.The dynamic height is computed by dividing the NAVD 88
 DH2028.geopotential number by the normal gravity value computed on the
 DH2028.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2028.degrees latitude (g = 980.6199 gals.).
 DH2028
 DH2028.The modeled gravity was interpolated from observed gravity values.
 DH2028
 DH2028;                    North         East    Units  Estimated Accuracy
 DH2028;SPC AL W     -   353,230.      562,570.      MT  (+/- 180 meters Scaled)
 DH2028
 DH2028                          SUPERSEDED SURVEY CONTROL
 DH2028
 DH2028  NGVD 29 (??/??/92)   92.736  (m)          304.25   (f) ADJ UNCH    2 0
 DH2028
 DH2028.Superseded values are not recommended for survey control.
 DH2028.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2028.See file dsdata.txt to determine how the superseded data were derived.
 DH2028
 DH2028_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB159721(NAD 83)
 DH2028_MARKER: DB = BENCH MARK DISK
 DH2028_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2028_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2028_STAMPING: C 207 1946
 DH2028_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2028+STABILITY: SURFACE MOTION
 DH2028
 DH2028  HISTORY     - Date     Condition        Report By
 DH2028  HISTORY     - 1946     MONUMENTED       CGS
 DH2028  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2028
 DH2028                          STATION DESCRIPTION
 DH2028
 DH2028'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2028'4.75 MI S FROM KIRK.
 DH2028'ABOUT 4.75 MILES SOUTH ALONG A GRAVEL ROAD BETWEEN KIRK AND BENEVOLA
 DH2028'FROM THE CROSS ROADS AT KIRK, ABOUT 140 YARDS NORTHWEST OF THE J.W.
 DH2028'DUREN FARM HOUSE, AT THE WEST CORNER OF A CULTIVATED FIELD, AT THE
 DH2028'SOUTHWEST CORNER OF A GROVE OF SMALL PINE TREES, 24 FEET NORTHEAST OF
 DH2028'THE CENTER LINE OF THE ROAD, 18 FEET NORTHWEST OF THE CENTER LINE OF A
 DH2028'FARM LANE LEADING NORTHEAST, 5 FEET NORTHEAST OF A DITCH, 2 1/2 FEET
 DH2028'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 1 1/2 FEET LOWER
 DH2028'THAN ROAD LEVEL.
 DH2028
 DH2028                          STATION RECOVERY (1966)
 DH2028
 DH2028'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH2028'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1970 ***********************************************************************
 DH1970  DESIGNATION -  C 208 RESET
 DH1970  PID         -  DH1970
 DH1970  STATE/COUNTY-  AL/TUSCALOOSA
 DH1970  USGS QUAD   -  RALPH (1982)
 DH1970
 DH1970                         *CURRENT SURVEY CONTROL
 DH1970  ___________________________________________________________________
 DH1970* NAD 83(1986)-  33 06 07.     (N)    087 49 43.     (W)     SCALED    
 DH1970* NAVD 88     -       116.68   (meters)     382.8    (feet)  RESET     
 DH1970  ___________________________________________________________________
 DH1970  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH1970
 DH1970  VERT ORDER  -  THIRD
 DH1970
 DH1970.The horizontal coordinates were scaled from a topographic map and have
 DH1970.an estimated accuracy of +/- 6 seconds.
 DH1970
 DH1970.The orthometric height was computed from unverified reset data.
 DH1970
 DH1970.The geoid height was determined by GEOID03.
 DH1970
 DH1970;                    North         East    Units  Estimated Accuracy
 DH1970;SPC AL W     -   343,970.      569,330.      MT  (+/- 180 meters Scaled)
 DH1970
 DH1970                          SUPERSEDED SURVEY CONTROL
 DH1970
 DH1970.No superseded survey control is available for this station.
 DH1970
 DH1970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB226628(NAD 83)
 DH1970_MARKER: DB = BENCH MARK DISK
 DH1970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1970_STAMPING: C 208 RESET 1962
 DH1970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1970+STABILITY: SURFACE MOTION
 DH1970
 DH1970  HISTORY     - Date     Condition        Report By
 DH1970  HISTORY     - 1962     MONUMENTED       CGS
 DH1970
 DH1970                          STATION DESCRIPTION
 DH1970
 DH1970'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 DH1970'7.2 MI NE FROM SNODDY.
 DH1970'LOCATED ABOUT 7.2 MILES NORTHEAST ALONG THE SNODDY-JENA ROAD FROM THE
 DH1970'CROSSROAD AT SNODDY, 141.5 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 DH1970'THE BRICK CHIMNEY OF THE T. J. LANCASTER HOUSE, 75 FEET EAST OF THE
 DH1970'CENTER OF THE ROAD, 36 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY
 DH1970'LEADING TO THE LANCASTER HOUSE, 7 FEET NORTH OF A FENCE CORNER, 31
 DH1970'FEET SOUTHWEST OF A 12-INCH OAK TREE, 1 FOOT NORTH OF A FENCE LINE, 1
 DH1970'FOOT NORTH OF A METAL WITNESS POST, AND SET IN THE TOP OF A 12-INCH
 DH1970'ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2156 ***********************************************************************
 DH2156  DESIGNATION -  C 209 RESET
 DH2156  PID         -  DH2156
 DH2156  STATE/COUNTY-  AL/TUSCALOOSA
 DH2156  USGS QUAD   -  LAKE TUSCALOOSA SOUTH (1982)
 DH2156
 DH2156                         *CURRENT SURVEY CONTROL
 DH2156  ___________________________________________________________________
 DH2156* NAD 83(1986)-  33 18 38.     (N)    087 36 11.     (W)     SCALED    
 DH2156* NAVD 88     -       112.08   (meters)     367.7    (feet)  RESET     
 DH2156  ___________________________________________________________________
 DH2156  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DH2156
 DH2156  VERT ORDER  -  THIRD
 DH2156
 DH2156.The horizontal coordinates were scaled from a topographic map and have
 DH2156.an estimated accuracy of +/- 6 seconds.
 DH2156
 DH2156.The orthometric height was computed from unverified reset data.
 DH2156
 DH2156.The geoid height was determined by GEOID03.
 DH2156
 DH2156;                    North         East    Units  Estimated Accuracy
 DH2156;SPC AL W     -   367,060.      590,400.      MT  (+/- 180 meters Scaled)
 DH2156
 DH2156                          SUPERSEDED SURVEY CONTROL
 DH2156
 DH2156.No superseded survey control is available for this station.
 DH2156
 DH2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB438858(NAD 83)
 DH2156_MARKER: DB = BENCH MARK DISK
 DH2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2156_STAMPING: C 209 1947 RESET 1968
 DH2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2156+STABILITY: SURFACE MOTION
 DH2156
 DH2156  HISTORY     - Date     Condition        Report By
 DH2156  HISTORY     - 1968     MONUMENTED       CGS
 DH2156
 DH2156                          STATION DESCRIPTION
 DH2156
 DH2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DH2156'8.0 MI S FROM SAMANTHA.
 DH2156'LOCATED 8.0 MILES SOUTH ALONG U.S. HIGHWAY 43 FROM THE PUBLIC SCHOOL
 DH2156'IN SAMANTHA, 470 FEET SOUTH OF THE TOP OF THE GRADE AND A ROD LEADING
 DH2156'EAST, 86 FEET WEST OF THE CENTER OF U.S. HIGHWAY 43, 17 FEET NORTHWEST
 DH2156'OF A SPLICING TUBE FOR THE UNDERGROUND TELEPHONE CABLE, 27 FEET
 DH2156'NORTHEAST OF A 12-INCH PINE TREE AND 1 FOOT NORTH OF A METAL WITNESS
 DH2156'POST.  IT IS A BENCH MARK DISK SET IN THE TOP OF A 12-INCH ROUND
 DH2156'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0761 ***********************************************************************
 CM0761  DESIGNATION -  C 21
 CM0761  PID         -  CM0761
 CM0761  STATE/COUNTY-  AL/RUSSELL
 CM0761  USGS QUAD   -  SEALE (1984)
 CM0761
 CM0761                         *CURRENT SURVEY CONTROL
 CM0761  ___________________________________________________________________
 CM0761* NAD 83(1986)-  32 17 14.     (N)    085 12 12.     (W)     SCALED    
 CM0761* NAVD 88     -       107.711  (meters)     353.38   (feet)  ADJUSTED  
 CM0761  ___________________________________________________________________
 CM0761  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CM0761  DYNAMIC HT  -         107.587 (meters)     352.98  (feet)  COMP
 CM0761  MODELED GRAV-     979,490.4   (mgal)                       NAVD 88
 CM0761
 CM0761  VERT ORDER  -  SECOND    CLASS 0
 CM0761
 CM0761.The horizontal coordinates were scaled from a topographic map and have
 CM0761.an estimated accuracy of +/- 6 seconds.
 CM0761
 CM0761.The orthometric height was determined by differential leveling
 CM0761.and adjusted by the National Geodetic Survey in June 1991..
 CM0761
 CM0761.The geoid height was determined by GEOID03.
 CM0761
 CM0761.The dynamic height is computed by dividing the NAVD 88
 CM0761.geopotential number by the normal gravity value computed on the
 CM0761.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0761.degrees latitude (g = 980.6199 gals.).
 CM0761
 CM0761.The modeled gravity was interpolated from observed gravity values.
 CM0761
 CM0761;                    North         East    Units  Estimated Accuracy
 CM0761;SPC AL E     -   198,330.      259,340.      MT  (+/- 180 meters Scaled)
 CM0761
 CM0761                          SUPERSEDED SURVEY CONTROL
 CM0761
 CM0761  NGVD 29 (??/??/92)  107.728  (m)          353.44   (f) ADJ UNCH    2 0
 CM0761
 CM0761.Superseded values are not recommended for survey control.
 CM0761.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0761.See file dsdata.txt to determine how the superseded data were derived.
 CM0761
 CM0761_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA691736(NAD 83)
 CM0761_MARKER: DB = BENCH MARK DISK
 CM0761_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0761_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0761_STAMPING: C 21 1934
 CM0761_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0761+STABILITY: SURFACE MOTION
 CM0761
 CM0761  HISTORY     - Date     Condition        Report By
 CM0761  HISTORY     - 1934     MONUMENTED       CGS
 CM0761  HISTORY     - 1952     GOOD             NGS
 CM0761
 CM0761                          STATION DESCRIPTION
 CM0761
 CM0761'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0761'2.3 MI SW FROM SEALE.
 CM0761'ABOUT 2.3 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0761'FROM THE STATION AT SEALE, ABOUT 0.15 MILE SOUTHWEST OF MILE POST
 CM0761'S 313, AT AN OLD ABANDONED DIM ROAD CROSSING, 22 FEET SOUTHEAST OF
 CM0761'SOUTHEAST RAIL, 75 FEET EAST OF CENTER OF CROSSING OF DIM ROAD, 45
 CM0761'FEET NORTHEAST OF FIRST TELEPHONE POLE NORTHEAST OF OLD ROAD
 CM0761'CROSSING (THE FIFTH POLE) SOUTHWEST OF MILE POST, 1 FOOT NORTHWEST
 CM0761'OF BEING IN LINE WITH ROW OF POLES, ABOUT 1 FOOT ABOVE THE TRACK
 CM0761'LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9986 ***********************************************************************
 AA9986  DESIGNATION -  C 210 RESET
 AA9986  PID         -  AA9986
 AA9986  STATE/COUNTY-  AL/SUMTER
 AA9986  USGS QUAD   -  EPES WEST (1986)
 AA9986
 AA9986                         *CURRENT SURVEY CONTROL
 AA9986  ___________________________________________________________________
 AA9986* NAD 83(1986)-  32 38 04.     (N)    088 13 22.     (W)     SCALED    
 AA9986* NAVD 88     -        41.97   (meters)     137.7    (feet)  RESET     
 AA9986  ___________________________________________________________________
 AA9986  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 AA9986
 AA9986  VERT ORDER  -  THIRD
 AA9986
 AA9986.The horizontal coordinates were scaled from a topographic map and have
 AA9986.an estimated accuracy of +/- 6 seconds.
 AA9986
 AA9986.The orthometric height was computed from unverified reset data.
 AA9986
 AA9986.The geoid height was determined by GEOID03.
 AA9986
 AA9986;                    North         East    Units  Estimated Accuracy
 AA9986;SPC AL W     -   292,310.      532,180.      MT  (+/- 180 meters Scaled)
 AA9986
 AA9986                          SUPERSEDED SURVEY CONTROL
 AA9986
 AA9986.No superseded survey control is available for this station.
 AA9986
 AA9986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB853114(NAD 83)
 AA9986_MARKER: DV = VERTICAL CONTROL DISK
 AA9986_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA9986_SP_SET: CULVERT WINGWALL
 AA9986_STAMPING: C 210 1946 RESET 1993
 AA9986_MARK LOGO: NGS   
 AA9986_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9986_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9986+STABILITY: SURFACE MOTION
 AA9986
 AA9986  HISTORY     - Date     Condition        Report By
 AA9986  HISTORY     - 1993     MONUMENTED       ALHD
 AA9986
 AA9986                          STATION DESCRIPTION
 AA9986
 AA9986'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1993 (GB)
 AA9986'TO REACH THE STATION FROM THE COURT HOUSE AT LIVINGSTON GO NORTH ON
 AA9986'U.S. HIGHWAY 11 FOR 2.2 MI (3.5 KM) TO JUNCTION WITH AL 28 ON THE
 AA9986'LEFT.  TURN LEFT ON AL 28 AND GO WESTERLY FOR ABOUT 3.1 MI (5.0 KM) TO
 AA9986'A CULVERT AT MCCAINEVILLE CREEK AND THE MARK ON THE LEFT IN TOP OF THE
 AA9986'SOUTHEAST WING OF THE CULVERT ABOUT 23 FT (7.0 M) SOUTH-SOUTHWEST OF
 AA9986'THE CENTERLINE OF AL 28 AND 20-INCHES LOWER THAN THE ROAD. THE ALHD
 AA9986'TRANSFERRED SEVERAL OTHER ELEVATIONS FROM THIS MARK TO OTHER BRIDGES
 AA9986'AND CULVERTS IN THE AREA.  CONTACT ALHD LOCATION SECTION, MONTGOMERY,
 AA9986'AL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1465 ***********************************************************************
 DH1465  DESIGNATION -  C 213
 DH1465  PID         -  DH1465
 DH1465  STATE/COUNTY-  AL/WALKER
 DH1465  USGS QUAD   -  SIPSEY (1983)
 DH1465
 DH1465                         *CURRENT SURVEY CONTROL
 DH1465  ___________________________________________________________________
 DH1465* NAD 83(1986)-  33 49 54.     (N)    087 03 47.     (W)     SCALED    
 DH1465* NAVD 88     -       146.384  (meters)     480.26   (feet)  ADJUSTED  
 DH1465  ___________________________________________________________________
 DH1465  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 DH1465  DYNAMIC HT  -         146.233 (meters)     479.77  (feet)  COMP
 DH1465  MODELED GRAV-     979,601.9   (mgal)                       NAVD 88
 DH1465
 DH1465  VERT ORDER  -  SECOND    CLASS 0
 DH1465
 DH1465.The horizontal coordinates were scaled from a topographic map and have
 DH1465.an estimated accuracy of +/- 6 seconds.
 DH1465
 DH1465.The orthometric height was determined by differential leveling
 DH1465.and adjusted by the National Geodetic Survey in June 1991..
 DH1465
 DH1465.The geoid height was determined by GEOID03.
 DH1465
 DH1465.The dynamic height is computed by dividing the NAVD 88
 DH1465.geopotential number by the normal gravity value computed on the
 DH1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1465.degrees latitude (g = 980.6199 gals.).
 DH1465
 DH1465.The modeled gravity was interpolated from observed gravity values.
 DH1465
 DH1465;                    North         East    Units  Estimated Accuracy
 DH1465;SPC AL W     -   424,930.      640,440.      MT  (+/- 180 meters Scaled)
 DH1465
 DH1465                          SUPERSEDED SURVEY CONTROL
 DH1465
 DH1465  NGVD 29 (??/??/92)  146.360  (m)          480.18   (f) ADJ UNCH    2 0
 DH1465
 DH1465.Superseded values are not recommended for survey control.
 DH1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1465.See file dsdata.txt to determine how the superseded data were derived.
 DH1465
 DH1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC941434(NAD 83)
 DH1465_MARKER: DB = BENCH MARK DISK
 DH1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1465_STAMPING: C 213 1946
 DH1465_PROJECTION: FLUSH
 DH1465_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1465+STABILITY: SURFACE MOTION
 DH1465_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH1465+SATELLITE: SATELLITE OBSERVATIONS - July 15, 1996
 DH1465
 DH1465  HISTORY     - Date     Condition        Report By
 DH1465  HISTORY     - 1946     MONUMENTED       CGS
 DH1465  HISTORY     - 19960715 GOOD             BROOKS
 DH1465
 DH1465                          STATION DESCRIPTION
 DH1465
 DH1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1465'2.0 MI NE FROM SIPSEY.
 DH1465'ABOUT 1.2 MILES EAST ALONG THE SIPSEY-SUMITON ROAD FROM THE POST
 DH1465'OFFICE AT SIPSEY, THENCE ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD,
 DH1465'ABOUT 0.15 MILE EAST, THENCE ABOUT 0.8 MILE NORTH OF THE CONCRETE
 DH1465'BRIDGE ACROSS THE SIPSEY FORK OF THE WARRIOR RIVER, AT THE TOP OF A
 DH1465'STEEP GRADE, 25 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 55 FEET
 DH1465'NORTH OF THE NORTHWEST CORNER OF A CABIN, 213 FEET NORTHEAST AND
 DH1465'ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A FARM HOUSE, 2 FEET
 DH1465'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 DH1465'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DH1465
 DH1465                          STATION RECOVERY (1996)
 DH1465
 DH1465'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (ST)
 DH1465'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1407 ***********************************************************************
 DH1407  DESIGNATION -  C 214
 DH1407  PID         -  DH1407
 DH1407  STATE/COUNTY-  AL/BLOUNT
 DH1407  USGS QUAD   -  WARRIOR (1986)
 DH1407
 DH1407                         *CURRENT SURVEY CONTROL
 DH1407  ___________________________________________________________________
 DH1407* NAD 83(1986)-  33 52 28.     (N)    086 50 15.     (W)     SCALED    
 DH1407* NAVD 88     -       190.958  (meters)     626.50   (feet)  ADJUSTED  
 DH1407  ___________________________________________________________________
 DH1407  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 DH1407  DYNAMIC HT  -         190.758 (meters)     625.85  (feet)  COMP
 DH1407  MODELED GRAV-     979,582.0   (mgal)                       NAVD 88
 DH1407
 DH1407  VERT ORDER  -  SECOND    CLASS 0
 DH1407
 DH1407.The horizontal coordinates were scaled from a topographic map and have
 DH1407.an estimated accuracy of +/- 6 seconds.
 DH1407
 DH1407.The orthometric height was determined by differential leveling
 DH1407.and adjusted by the National Geodetic Survey in June 1991..
 DH1407
 DH1407.The geoid height was determined by GEOID03.
 DH1407
 DH1407.The dynamic height is computed by dividing the NAVD 88
 DH1407.geopotential number by the normal gravity value computed on the
 DH1407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1407.degrees latitude (g = 980.6199 gals.).
 DH1407
 DH1407.The modeled gravity was interpolated from observed gravity values.
 DH1407
 DH1407;                    North         East    Units  Estimated Accuracy
 DH1407;SPC AL W     -   429,790.      661,290.      MT  (+/- 180 meters Scaled)
 DH1407
 DH1407                          SUPERSEDED SURVEY CONTROL
 DH1407
 DH1407  NGVD 29 (??/??/92)  190.918  (m)          626.37   (f) ADJ UNCH    2 0
 DH1407
 DH1407.Superseded values are not recommended for survey control.
 DH1407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1407.See file dsdata.txt to determine how the superseded data were derived.
 DH1407
 DH1407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC150482(NAD 83)
 DH1407_MARKER: DB = BENCH MARK DISK
 DH1407_SETTING: 66 = SET IN ROCK OUTCROP
 DH1407_SP_SET: ROCK OUTCROP
 DH1407_STAMPING: C 214 1946
 DH1407_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1407+STABILITY: POSITION/ELEVATION WELL
 DH1407
 DH1407  HISTORY     - Date     Condition        Report By
 DH1407  HISTORY     - 1946     MONUMENTED       CGS
 DH1407  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1407
 DH1407                          STATION DESCRIPTION
 DH1407
 DH1407'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1407'5.15 MI N FROM WARRIOR.
 DH1407'ABOUT 5.15 MILES NORTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1407'WARRIOR, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET
 DH1407'NORTHEAST OF A TRIANGULAR BLAZED 24-INCH WHITE OAK TREE, 24 FEET
 DH1407'SOUTHEAST OF A TRIANGULAR BLAZED RED OAK TREE, SET HORIZONTALLY IN THE
 DH1407'LOWER PART OF A LARGE ROUND ROCK OUTCROP, ABOUT 4 FEET ABOVE THE
 DH1407'HIGHWAY AND NEAR THE PAINTED LETTERS B M.
 DH1407
 DH1407                          STATION RECOVERY (1982)
 DH1407
 DH1407'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1407'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1390 ***********************************************************************
 DH1390  DESIGNATION -  C 215
 DH1390  PID         -  DH1390
 DH1390  STATE/COUNTY-  AL/CULLMAN
 DH1390  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1390
 DH1390                         *CURRENT SURVEY CONTROL
 DH1390  ___________________________________________________________________
 DH1390* NAD 83(1986)-  33 56 54.     (N)    086 51 37.     (W)     SCALED    
 DH1390* NAVD 88     -        98.761  (meters)     324.02   (feet)  ADJUSTED  
 DH1390  ___________________________________________________________________
 DH1390  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DH1390  DYNAMIC HT  -          98.659 (meters)     323.68  (feet)  COMP
 DH1390  MODELED GRAV-     979,596.6   (mgal)                       NAVD 88
 DH1390
 DH1390  VERT ORDER  -  SECOND    CLASS 0
 DH1390
 DH1390.The horizontal coordinates were scaled from a topographic map and have
 DH1390.an estimated accuracy of +/- 6 seconds.
 DH1390
 DH1390.The orthometric height was determined by differential leveling
 DH1390.and adjusted by the National Geodetic Survey in June 1991..
 DH1390
 DH1390.The geoid height was determined by GEOID03.
 DH1390
 DH1390.The dynamic height is computed by dividing the NAVD 88
 DH1390.geopotential number by the normal gravity value computed on the
 DH1390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1390.degrees latitude (g = 980.6199 gals.).
 DH1390
 DH1390.The modeled gravity was interpolated from observed gravity values.
 DH1390
 DH1390;                    North         East    Units  Estimated Accuracy
 DH1390;SPC AL W     -   437,970.      659,130.      MT  (+/- 180 meters Scaled)
 DH1390
 DH1390                          SUPERSEDED SURVEY CONTROL
 DH1390
 DH1390  NGVD 29 (??/??/92)   98.735  (m)          323.93   (f) ADJ UNCH    2 0
 DH1390
 DH1390.Superseded values are not recommended for survey control.
 DH1390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1390.See file dsdata.txt to determine how the superseded data were derived.
 DH1390
 DH1390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC129564(NAD 83)
 DH1390_MARKER: DB = BENCH MARK DISK
 DH1390_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1390_SP_SET: BRIDGE ABUTMENT
 DH1390_STAMPING: C 215 1946
 DH1390_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1390
 DH1390  HISTORY     - Date     Condition        Report By
 DH1390  HISTORY     - 1946     MONUMENTED       CGS
 DH1390
 DH1390                          STATION DESCRIPTION
 DH1390
 DH1390'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1390'6.4 MI NW FROM BLOUNT SPRINGS.
 DH1390'ABOUT 0.8 MILE SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1390'BLOUNT SPRINGS, THENCE ABOUT 5.6 MILES NORTHWEST ALONG A GRAVEL ROAD
 DH1390'LEADING TO ARKADELPHIA VIA BURNT BRIDGE, ABOUT 1.5 MILES WEST OF THE
 DH1390'BRIDGE OVER MULBERRY FORK OF WARRIOR RIVER AND THE BLOUNT-CULLMAN
 DH1390'COUNTY LINE AT BURNT BRIDGE, ABOUT 6.9 MILES NORTHEAST OF THE POST
 DH1390'OFFICE AT ARKADELPHIA, SET IN THE TOP OF THE SOUTH END OF THE
 DH1390'NORTHEAST WINGWALL OF THE EAST ABUTMENT OF AN 80-FOOT CONCRETE BRIDGE
 DH1390'OVER MARIOT CREEK, 15 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER
 DH1390'LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1561 ***********************************************************************
 DH1561  DESIGNATION -  C 216
 DH1561  PID         -  DH1561
 DH1561  STATE/COUNTY-  AL/WALKER
 DH1561  USGS QUAD   -  JASPER (1981)
 DH1561
 DH1561                         *CURRENT SURVEY CONTROL
 DH1561  ___________________________________________________________________
 DH1561* NAD 83(1986)-  33 48 25.     (N)    087 19 12.     (W)     SCALED    
 DH1561* NAVD 88     -       105.595  (meters)     346.44   (feet)  ADJUSTED  
 DH1561  ___________________________________________________________________
 DH1561  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DH1561  DYNAMIC HT  -         105.487 (meters)     346.09  (feet)  COMP
 DH1561  MODELED GRAV-     979,611.9   (mgal)                       NAVD 88
 DH1561
 DH1561  VERT ORDER  -  SECOND    CLASS 0
 DH1561
 DH1561.The horizontal coordinates were scaled from a topographic map and have
 DH1561.an estimated accuracy of +/- 6 seconds.
 DH1561
 DH1561.The orthometric height was determined by differential leveling
 DH1561.and adjusted by the National Geodetic Survey in June 1991..
 DH1561
 DH1561.The geoid height was determined by GEOID03.
 DH1561
 DH1561.The dynamic height is computed by dividing the NAVD 88
 DH1561.geopotential number by the normal gravity value computed on the
 DH1561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1561.degrees latitude (g = 980.6199 gals.).
 DH1561
 DH1561.The modeled gravity was interpolated from observed gravity values.
 DH1561
 DH1561;                    North         East    Units  Estimated Accuracy
 DH1561;SPC AL W     -   422,120.      616,670.      MT  (+/- 180 meters Scaled)
 DH1561
 DH1561                          SUPERSEDED SURVEY CONTROL
 DH1561
 DH1561  NGVD 29 (??/??/92)  105.568  (m)          346.35   (f) ADJ UNCH    2 0
 DH1561
 DH1561.Superseded values are not recommended for survey control.
 DH1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1561.See file dsdata.txt to determine how the superseded data were derived.
 DH1561
 DH1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC703407(NAD 83)
 DH1561_MARKER: DB = BENCH MARK DISK
 DH1561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1561_SP_SET: CULVERT
 DH1561_STAMPING: C 216 1947
 DH1561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1561
 DH1561  HISTORY     - Date     Condition        Report By
 DH1561  HISTORY     - 1947     MONUMENTED       CGS
 DH1561
 DH1561                          STATION DESCRIPTION
 DH1561
 DH1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1561'3.35 MI SW FROM JASPER.
 DH1561'ABOUT 3.35 MILES SOUTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO
 DH1561'RAILROAD FROM THE STATION AT JASPER, ABOUT 0.2 MILE EAST OF THE GRADE
 DH1561'CROSSING OF A ROAD LEADING NORTHWEST TO MCCOLLUM SCHOOL AND U.S.
 DH1561'HIGHWAY 78, ABOUT 125 YARDS WEST OF SEMAPHORE NO. 690/5, AT THE
 DH1561'APPROXIMATE CENTER OF A ROCK CUT, SET IN THE TOP OF THE CENTER OF THE
 DH1561'SOUTH CONCRETE HEAD WALL OF A PIPE CULVERT, 9 FEET SOUTH OF AND ABOUT
 DH1561'1 FOOT BELOW THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0389 ***********************************************************************
 DJ0389  DESIGNATION -  C 217
 DJ0389  PID         -  DJ0389
 DJ0389  STATE/COUNTY-  AL/PICKENS
 DJ0389  USGS QUAD   -  CARROLLTON (1985)
 DJ0389
 DJ0389                         *CURRENT SURVEY CONTROL
 DJ0389  ___________________________________________________________________
 DJ0389* NAD 83(1986)-  33 19 30.     (N)    088 02 29.     (W)     SCALED    
 DJ0389* NAVD 88     -        67.468  (meters)     221.35   (feet)  ADJUSTED  
 DJ0389  ___________________________________________________________________
 DJ0389  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DJ0389  DYNAMIC HT  -          67.395 (meters)     221.11  (feet)  COMP
 DJ0389  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 DJ0389
 DJ0389  VERT ORDER  -  SECOND    CLASS 0
 DJ0389
 DJ0389.The horizontal coordinates were scaled from a topographic map and have
 DJ0389.an estimated accuracy of +/- 6 seconds.
 DJ0389
 DJ0389.The orthometric height was determined by differential leveling
 DJ0389.and adjusted by the National Geodetic Survey in June 1991..
 DJ0389
 DJ0389.The geoid height was determined by GEOID03.
 DJ0389
 DJ0389.The dynamic height is computed by dividing the NAVD 88
 DJ0389.geopotential number by the normal gravity value computed on the
 DJ0389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0389.degrees latitude (g = 980.6199 gals.).
 DJ0389
 DJ0389.The modeled gravity was interpolated from observed gravity values.
 DJ0389
 DJ0389;                    North         East    Units  Estimated Accuracy
 DJ0389;SPC AL W     -   368,790.      549,600.      MT  (+/- 180 meters Scaled)
 DJ0389
 DJ0389                          SUPERSEDED SURVEY CONTROL
 DJ0389
 DJ0389  NGVD 29 (??/??/92)   67.423  (m)          221.20   (f) ADJ UNCH    2 0
 DJ0389
 DJ0389.Superseded values are not recommended for survey control.
 DJ0389.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0389.See file dsdata.txt to determine how the superseded data were derived.
 DJ0389
 DJ0389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB030878(NAD 83)
 DJ0389_MARKER: DB = BENCH MARK DISK
 DJ0389_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0389_SP_SET: BRIDGE
 DJ0389_STAMPING: C 217 1946
 DJ0389_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0389
 DJ0389  HISTORY     - Date     Condition        Report By
 DJ0389  HISTORY     - 1946     MONUMENTED       CGS
 DJ0389  HISTORY     - 19980713 GOOD             JCLS
 DJ0389
 DJ0389                          STATION DESCRIPTION
 DJ0389
 DJ0389'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0389'5.6 MI N FROM CARROLLTON.
 DJ0389'5.6 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE COURTHOUSE AT
 DJ0389'CARROLLTON, PICKENS COUNTY, 4.2 MILES SOUTH ALONG THE HIGHWAY FROM THE
 DJ0389'GULF, MOBILE AND OHIO RAILROAD STATION AT REFORM 0.5 MILE NORTH OF A
 DJ0389'BAPTIST CHURCH ON THE EAST SIDE OF THE HIGHWAY, AT CONCRETE BRIDGE
 DJ0389'17-54-30.8, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT, 14.1
 DJ0389'FEET WEST OF THE CENTER LINE OF THE HIGHWAY, AND LEVEL WITH THE
 DJ0389'HIGHWAY.  A STANDARD DISK, STAMPED C 217 1946.
 DJ0389
 DJ0389                          STATION RECOVERY (1998)
 DJ0389
 DJ0389'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 DJ0389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0993 ***********************************************************************
 DH0993  DESIGNATION -  C 218
 DH0993  PID         -  DH0993
 DH0993  STATE/COUNTY-  AL/SHELBY
 DH0993  USGS QUAD   -  CHELSEA (1978)
 DH0993
 DH0993                         *CURRENT SURVEY CONTROL
 DH0993  ___________________________________________________________________
 DH0993* NAD 83(1986)-  33 22 03.     (N)    086 39 46.     (W)     SCALED    
 DH0993* NAVD 88     -       206.869  (meters)     678.70   (feet)  ADJUSTED  
 DH0993  ___________________________________________________________________
 DH0993  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0993  DYNAMIC HT  -         206.641 (meters)     677.95  (feet)  COMP
 DH0993  MODELED GRAV-     979,528.0   (mgal)                       NAVD 88
 DH0993
 DH0993  VERT ORDER  -  SECOND    CLASS 0
 DH0993
 DH0993.The horizontal coordinates were scaled from a topographic map and have
 DH0993.an estimated accuracy of +/- 6 seconds.
 DH0993
 DH0993.The orthometric height was determined by differential leveling
 DH0993.and adjusted by the National Geodetic Survey in June 1991..
 DH0993
 DH0993.The geoid height was determined by GEOID03.
 DH0993
 DH0993.The dynamic height is computed by dividing the NAVD 88
 DH0993.geopotential number by the normal gravity value computed on the
 DH0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0993.degrees latitude (g = 980.6199 gals.).
 DH0993
 DH0993.The modeled gravity was interpolated from observed gravity values.
 DH0993
 DH0993;                    North         East    Units  Estimated Accuracy
 DH0993;SPC AL W     -   373,680.      677,910.      MT  (+/- 180 meters Scaled)
 DH0993
 DH0993                          SUPERSEDED SURVEY CONTROL
 DH0993
 DH0993  NGVD 29 (??/??/92)  206.80   (m)          678.5    (f) COMPUTED    2 0
 DH0993
 DH0993.Superseded values are not recommended for survey control.
 DH0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0993.See file dsdata.txt to determine how the superseded data were derived.
 DH0993
 DH0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB313920(NAD 83)
 DH0993_MARKER: DB = BENCH MARK DISK
 DH0993_SETTING: 66 = SET IN ROCK OUTCROP
 DH0993_SP_SET: ROCK CUT
 DH0993_STAMPING: C 218 1947
 DH0993_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0993+STABILITY: POSITION/ELEVATION WELL
 DH0993_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH0993+SATELLITE: SATELLITE OBSERVATIONS - March 09, 2003
 DH0993
 DH0993  HISTORY     - Date     Condition        Report By
 DH0993  HISTORY     - 1947     MONUMENTED       CGS
 DH0993  HISTORY     - 20030309 GOOD             GEOCAC
 DH0993  HISTORY     - 20050719 GOOD             JCLS
 DH0993
 DH0993                          STATION DESCRIPTION
 DH0993
 DH0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0993'3.55 MI NW FROM CHELSEA.
 DH0993'ABOUT 1.75 MILES WEST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 DH0993'FROM THE STATION AT CHELSEA, THENCE ABOUT 1.8 MILES NORTHWEST ALONG
 DH0993'STATE HIGHWAY 91, AT THE NORTHWEST END OF A DEEP ROCK CUT IN THE
 DH0993'HIGHWAY, SET IN THE TOP AND 1.7 FEET SOUTHEAST OF THE NORTHWEST END OF
 DH0993'THE NORTHEAST HEAD WALL OF A 45 FOOT TRIPLE CONCRETE CULVERT, ABOUT 50
 DH0993'FEET SOUTHWEST OF THE CENTER LINE OF A GRAVEL ROAD LEADING SOUTHEAST,
 DH0993'21 FEET NORTHEAST OF AND ABOUT 4 FEET BELOW THE CENTER LINE OF THE
 DH0993'HIGHWAY.
 DH0993
 DH0993                          STATION RECOVERY (2003)
 DH0993
 DH0993'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0993'TO REACH THE MARK, TRAVEL APPROXIMATELY 1.7 MILES NORTHWEST ON OLD HWY
 DH0993'280 FROM THE INTERSECTION OF OLD HWY 280 AND HWY 43 IN SHELBY COUNTY.
 DH0993'THE MARK IS LOCATED IN THE TOP AND 1.7 FEET SOUTHEAST OF THE NORTHWEST
 DH0993'END OF THE NORTHEAST HEAD WALL OF A 45 FOOT TRIPLE CONCRETE CULVERT
 DH0993'THAT PASSES UNDER OLD HWY 280. THE MARK IS APPROXIMATELY 21 FEET
 DH0993'NORTHEAST OF AND ABOUT 4 FEET BELOW THE CENTER LINE OF THE ROADWAY
 DH0993' 
 DH0993
 DH0993                          STATION RECOVERY (2005)
 DH0993
 DH0993'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 DH0993'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0955 ***********************************************************************
 DH0955  DESIGNATION -  C 219
 DH0955  PID         -  DH0955
 DH0955  STATE/COUNTY-  AL/JEFFERSON
 DH0955  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 DH0955
 DH0955                         *CURRENT SURVEY CONTROL
 DH0955  ___________________________________________________________________
 DH0955* NAD 83(1986)-  33 24 48.     (N)    086 48 25.     (W)     SCALED    
 DH0955* NAVD 88     -       158.156  (meters)     518.88   (feet)  ADJUSTED  
 DH0955  ___________________________________________________________________
 DH0955  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0955  DYNAMIC HT  -         157.981 (meters)     518.31  (feet)  COMP
 DH0955  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 DH0955
 DH0955  VERT ORDER  -  SECOND    CLASS 0
 DH0955
 DH0955.The horizontal coordinates were scaled from a topographic map and have
 DH0955.an estimated accuracy of +/- 6 seconds.
 DH0955
 DH0955.The orthometric height was determined by differential leveling
 DH0955.and adjusted by the National Geodetic Survey in June 1991..
 DH0955
 DH0955.The geoid height was determined by GEOID03.
 DH0955
 DH0955.The dynamic height is computed by dividing the NAVD 88
 DH0955.geopotential number by the normal gravity value computed on the
 DH0955.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0955.degrees latitude (g = 980.6199 gals.).
 DH0955
 DH0955.The modeled gravity was interpolated from observed gravity values.
 DH0955
 DH0955;                    North         East    Units  Estimated Accuracy
 DH0955;SPC AL W     -   378,670.      664,460.      MT  (+/- 180 meters Scaled)
 DH0955
 DH0955                          SUPERSEDED SURVEY CONTROL
 DH0955
 DH0955  NGVD 29 (??/??/92)  158.109  (m)          518.73   (f) ADJ UNCH    2 0
 DH0955
 DH0955.Superseded values are not recommended for survey control.
 DH0955.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0955.See file dsdata.txt to determine how the superseded data were derived.
 DH0955
 DH0955_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB179971(NAD 83)
 DH0955_MARKER: DB = BENCH MARK DISK
 DH0955_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0955_SP_SET: CULVERT
 DH0955_STAMPING: C 219 1947
 DH0955_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0955
 DH0955  HISTORY     - Date     Condition        Report By
 DH0955  HISTORY     - 1947     MONUMENTED       CGS
 DH0955
 DH0955                          STATION DESCRIPTION
 DH0955
 DH0955'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0955'10.4 MI N FROM PELHAM.
 DH0955'ABOUT 10.4 MILES NORTH ALONG U. S. HIGHWAY 31 FROM THE HIGH SCHOOL AT
 DH0955'PELHAM, AT THE JUNCTION OF A PAVED ROAD LEADING NORTHWEST AND THE
 DH0955'FRIENDLY TAVERN AND EL CAMPO TOURIST COURT, SET IN THE TOP OF THE
 DH0955'NORTH END OF THE EAST CONCRETE HEAD WALL OF A 26 INCH PIPE CULVERT, 25
 DH0955'FEET SOUTHWEST OF THE CENTER LINE OF THE PROLONGED ROAD LEADING
 DH0955'NORTHWEST, 16.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 DH0955'0.5 FOOT BELOW THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0485 ***********************************************************************
 DH0485  DESIGNATION -  C 22
 DH0485  PID         -  DH0485
 DH0485  STATE/COUNTY-  AL/TALLADEGA
 DH0485  USGS QUAD   -  TALLADEGA (1987)
 DH0485
 DH0485                         *CURRENT SURVEY CONTROL
 DH0485  ___________________________________________________________________
 DH0485* NAD 83(1986)-  33 25 58.     (N)    086 06 11.     (W)     SCALED    
 DH0485* NAVD 88     -       170.590  (meters)     559.68   (feet)  ADJUSTED  
 DH0485  ___________________________________________________________________
 DH0485  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DH0485  DYNAMIC HT  -         170.405 (meters)     559.07  (feet)  COMP
 DH0485  MODELED GRAV-     979,545.5   (mgal)                       NAVD 88
 DH0485
 DH0485  VERT ORDER  -  SECOND    CLASS 0
 DH0485
 DH0485.The horizontal coordinates were scaled from a topographic map and have
 DH0485.an estimated accuracy of +/- 6 seconds.
 DH0485
 DH0485.The orthometric height was determined by differential leveling
 DH0485.and adjusted by the National Geodetic Survey in June 1991..
 DH0485
 DH0485.The geoid height was determined by GEOID03.
 DH0485
 DH0485.The dynamic height is computed by dividing the NAVD 88
 DH0485.geopotential number by the normal gravity value computed on the
 DH0485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0485.degrees latitude (g = 980.6199 gals.).
 DH0485
 DH0485.The modeled gravity was interpolated from observed gravity values.
 DH0485
 DH0485;                    North         East    Units  Estimated Accuracy
 DH0485;SPC AL E     -   325,220.      174,920.      MT  (+/- 180 meters Scaled)
 DH0485
 DH0485                          SUPERSEDED SURVEY CONTROL
 DH0485
 DH0485  NGVD 29 (??/??/92)  170.521  (m)          559.45   (f) ADJ UNCH    2 0
 DH0485
 DH0485.Superseded values are not recommended for survey control.
 DH0485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0485.See file dsdata.txt to determine how the superseded data were derived.
 DH0485
 DH0485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB833996(NAD 83)
 DH0485_MARKER: DB = BENCH MARK DISK
 DH0485_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0485_SP_SET: PLATFORM
 DH0485_STAMPING: C 22 1934
 DH0485_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0485_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH0485+SATELLITE: SATELLITE OBSERVATIONS - June 23, 2006
 DH0485
 DH0485  HISTORY     - Date     Condition        Report By
 DH0485  HISTORY     - 1934     MONUMENTED       CGS
 DH0485  HISTORY     - 1953     GOOD             NGS
 DH0485  HISTORY     - 20060623 GOOD             GEOCAC
 DH0485
 DH0485                          STATION DESCRIPTION
 DH0485
 DH0485'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0485'IN TALLADEGA.
 DH0485'AT THE LOUISVILLE AND NASHVILLE RAILROAD STATION.  ON THE S. E. SIDE
 DH0485'OF STATION FACING TRACK, IN S. W. CORNER OF TELEGRAPH VESTIBULE, AND
 DH0485'15 INCHES ABOVE PLATFORM.
 DH0485
 DH0485                          STATION RECOVERY (1953)
 DH0485
 DH0485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1953
 DH0485'RECOVERED IN GOOD CONDITION.
 DH0485
 DH0485                          STATION RECOVERY (2006)
 DH0485
 DH0485'RECOVERY NOTE BY GEOCACHING 2006 (MM)
 DH0485'GPS LISTED IS ABOUT 600 FEET OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1280 ***********************************************************************
 DH1280  DESIGNATION -  C 220
 DH1280  PID         -  DH1280
 DH1280  STATE/COUNTY-  AL/BLOUNT
 DH1280  USGS QUAD   -  CLEVELAND (1978)
 DH1280
 DH1280                         *CURRENT SURVEY CONTROL
 DH1280  ___________________________________________________________________
 DH1280* NAD 83(1986)-  33 59 33.     (N)    086 32 01.     (W)     SCALED    
 DH1280* NAVD 88     -       178.359  (meters)     585.17   (feet)  ADJUSTED  
 DH1280  ___________________________________________________________________
 DH1280  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH1280  DYNAMIC HT  -         178.167 (meters)     584.54  (feet)  COMP
 DH1280  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 DH1280
 DH1280  VERT ORDER  -  SECOND    CLASS 0
 DH1280
 DH1280.The horizontal coordinates were scaled from a topographic map and have
 DH1280.an estimated accuracy of +/- 6 seconds.
 DH1280
 DH1280.The orthometric height was determined by differential leveling
 DH1280.and adjusted by the National Geodetic Survey in June 1991..
 DH1280
 DH1280.The geoid height was determined by GEOID03.
 DH1280
 DH1280.The dynamic height is computed by dividing the NAVD 88
 DH1280.geopotential number by the normal gravity value computed on the
 DH1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1280.degrees latitude (g = 980.6199 gals.).
 DH1280
 DH1280.The modeled gravity was interpolated from observed gravity values.
 DH1280
 DH1280;                    North         East    Units  Estimated Accuracy
 DH1280;SPC AL W     -   443,110.      689,280.      MT  (+/- 180 meters Scaled)
 DH1280
 DH1280                          SUPERSEDED SURVEY CONTROL
 DH1280
 DH1280  NGVD 29 (??/??/92)  178.316  (m)          585.03   (f) ADJ UNCH    2 0
 DH1280
 DH1280.Superseded values are not recommended for survey control.
 DH1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1280.See file dsdata.txt to determine how the superseded data were derived.
 DH1280
 DH1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC430614(NAD 83)
 DH1280_MARKER: DB = BENCH MARK DISK
 DH1280_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1280_SP_SET: CULVERT
 DH1280_STAMPING: C 220 1947
 DH1280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1280
 DH1280  HISTORY     - Date     Condition        Report By
 DH1280  HISTORY     - 1947     MONUMENTED       CGS
 DH1280
 DH1280                          STATION DESCRIPTION
 DH1280
 DH1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1280'2.55 MI E FROM CLEVELAND.
 DH1280'ABOUT 2.55 MILES EAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 DH1280'CLEVELAND, ABOUT 1.15 MILES WEST OF THE ROSA METHODIST CHURCH, SET IN
 DH1280'THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 5 FOOT CONCRETE
 DH1280'CULVERT, 23 FEET NORTH OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF
 DH1280'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0490 ***********************************************************************
 EF0490  DESIGNATION -  C 221
 EF0490  PID         -  EF0490
 EF0490  STATE/COUNTY-  AL/BLOUNT
 EF0490  USGS QUAD   -  GARDEN CITY (1993)
 EF0490
 EF0490                         *CURRENT SURVEY CONTROL
 EF0490  ___________________________________________________________________
 EF0490* NAD 83(1986)-  34 03 11.     (N)    086 42 20.     (W)     SCALED    
 EF0490* NAVD 88     -       152.106  (meters)     499.03   (feet)  ADJUSTED  
 EF0490  ___________________________________________________________________
 EF0490  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 EF0490  DYNAMIC HT  -         151.948 (meters)     498.52  (feet)  COMP
 EF0490  MODELED GRAV-     979,592.8   (mgal)                       NAVD 88
 EF0490
 EF0490  VERT ORDER  -  SECOND    CLASS 0
 EF0490
 EF0490.The horizontal coordinates were scaled from a topographic map and have
 EF0490.an estimated accuracy of +/- 6 seconds.
 EF0490
 EF0490.The orthometric height was determined by differential leveling
 EF0490.and adjusted by the National Geodetic Survey in June 1991..
 EF0490
 EF0490.The geoid height was determined by GEOID03.
 EF0490
 EF0490.The dynamic height is computed by dividing the NAVD 88
 EF0490.geopotential number by the normal gravity value computed on the
 EF0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0490.degrees latitude (g = 980.6199 gals.).
 EF0490
 EF0490.The modeled gravity was interpolated from observed gravity values.
 EF0490
 EF0490;                    North         East    Units  Estimated Accuracy
 EF0490;SPC AL W     -   449,690.      673,350.      MT  (+/- 180 meters Scaled)
 EF0490
 EF0490                          SUPERSEDED SURVEY CONTROL
 EF0490
 EF0490  NGVD 29 (??/??/92)  152.052  (m)          498.86   (f) ADJ UNCH    2 0
 EF0490
 EF0490.Superseded values are not recommended for survey control.
 EF0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0490.See file dsdata.txt to determine how the superseded data were derived.
 EF0490
 EF0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC271680(NAD 83)
 EF0490_MARKER: DB = BENCH MARK DISK
 EF0490_SETTING: 66 = SET IN ROCK OUTCROP
 EF0490_SP_SET: ROCK CUT
 EF0490_STAMPING: C 221 1947
 EF0490_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0490+STABILITY: POSITION/ELEVATION WELL
 EF0490
 EF0490  HISTORY     - Date     Condition        Report By
 EF0490  HISTORY     - 1947     MONUMENTED       CGS
 EF0490  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0490
 EF0490                          STATION DESCRIPTION
 EF0490
 EF0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0490'3.2 MI E FROM HANCEVILLE.
 EF0490'ABOUT 3.2 MILES EAST ALONG THE BLOUNTSVILLE-HANCEVILLE ROAD FROM THE
 EF0490'LOUISVILLE AND NASHVILLE RAILROAD STATION AT HANCEVILLE, AT THE
 EF0490'SOUTHEAST END OF THE COVERED BRIDGE OVER MULBERRY FORK, 91 FEET
 EF0490'SOUTHEAST OF THE SOUTH CORNER OF THE STONE PIER OF THE BRIDGE, 14 FEET
 EF0490'NORTHEAST OF THE CENTER LINE OF THE ROAD, IN THE TOP OF A LAYER OF
 EF0490'SANDSTONE PROJECTING OUT OF A STANDSTONE CUT, AND ABOUT 1 FOOT ABOVE
 EF0490'THE ROAD.
 EF0490
 EF0490                          STATION RECOVERY (1982)
 EF0490
 EF0490'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0490'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0276 ***********************************************************************
 EF0276  DESIGNATION -  C 224
 EF0276  PID         -  EF0276
 EF0276  STATE/COUNTY-  AL/MARSHALL
 EF0276  USGS QUAD   -  DOUGLAS (1984)
 EF0276
 EF0276                         *CURRENT SURVEY CONTROL
 EF0276  ___________________________________________________________________
 EF0276* NAD 83(1986)-  34 12 31.     (N)    086 17 15.     (W)     SCALED    
 EF0276* NAVD 88     -       284.190  (meters)     932.38   (feet)  ADJUSTED  
 EF0276  ___________________________________________________________________
 EF0276  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 EF0276  DYNAMIC HT  -         283.884 (meters)     931.38  (feet)  COMP
 EF0276  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 EF0276
 EF0276  VERT ORDER  -  SECOND    CLASS 0
 EF0276
 EF0276.The horizontal coordinates were scaled from a topographic map and have
 EF0276.an estimated accuracy of +/- 6 seconds.
 EF0276
 EF0276.The orthometric height was determined by differential leveling
 EF0276.and adjusted by the National Geodetic Survey in June 1991..
 EF0276
 EF0276.The geoid height was determined by GEOID03.
 EF0276
 EF0276.The dynamic height is computed by dividing the NAVD 88
 EF0276.geopotential number by the normal gravity value computed on the
 EF0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0276.degrees latitude (g = 980.6199 gals.).
 EF0276
 EF0276.The modeled gravity was interpolated from observed gravity values.
 EF0276
 EF0276;                    North         East    Units  Estimated Accuracy
 EF0276;SPC AL E     -   411,340.      158,150.      MT  (+/- 180 meters Scaled)
 EF0276
 EF0276                          SUPERSEDED SURVEY CONTROL
 EF0276
 EF0276  NGVD 29 (??/??/92)  284.146  (m)          932.24   (f) ADJ UNCH    2 0
 EF0276
 EF0276.Superseded values are not recommended for survey control.
 EF0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0276.See file dsdata.txt to determine how the superseded data were derived.
 EF0276
 EF0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC656855(NAD 83)
 EF0276_MARKER: DB = BENCH MARK DISK
 EF0276_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0276_SP_SET: BRIDGE
 EF0276_STAMPING: C 224 1947
 EF0276_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0276
 EF0276  HISTORY     - Date     Condition        Report By
 EF0276  HISTORY     - 1947     MONUMENTED       CGS
 EF0276
 EF0276                          STATION DESCRIPTION
 EF0276
 EF0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0276'0.7 MI NE FROM HORTON.
 EF0276'ABOUT 0.7 MILE NORTHEAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 EF0276'AT HORTON, ABOUT 0.55 MILE SOUTHWEST OF A CONCRETE BRIDGE OVER SLAB
 EF0276'CREEK, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL
 EF0276'OF A 7-FOOT CONCRETE CULVERT, 19 FEET SOUTHEAST AND ABOUT 0.5 FOOT
 EF0276'BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0267 ***********************************************************************
 EF0267  DESIGNATION -  C 225
 EF0267  PID         -  EF0267
 EF0267  STATE/COUNTY-  AL/MARSHALL
 EF0267  USGS QUAD   -  ALBERTVILLE (1983)
 EF0267
 EF0267                         *CURRENT SURVEY CONTROL
 EF0267  ___________________________________________________________________
 EF0267* NAD 83(1986)-  34 16 30.     (N)    086 12 54.     (W)     SCALED    
 EF0267* NAVD 88     -       323.077  (meters)    1059.96   (feet)  ADJUSTED  
 EF0267  ___________________________________________________________________
 EF0267  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EF0267  DYNAMIC HT  -         322.731 (meters)    1058.83  (feet)  COMP
 EF0267  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 EF0267
 EF0267  VERT ORDER  -  SECOND    CLASS 0
 EF0267
 EF0267.This mark is at Thomas J Brumlik Fld Airport (8A0)
 EF0267
 EF0267.The horizontal coordinates were scaled from a topographic map and have
 EF0267.an estimated accuracy of +/- 6 seconds.
 EF0267
 EF0267.The orthometric height was determined by differential leveling
 EF0267.and adjusted by the National Geodetic Survey in June 1991..
 EF0267
 EF0267.The geoid height was determined by GEOID03.
 EF0267
 EF0267.The dynamic height is computed by dividing the NAVD 88
 EF0267.geopotential number by the normal gravity value computed on the
 EF0267.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0267.degrees latitude (g = 980.6199 gals.).
 EF0267
 EF0267.The modeled gravity was interpolated from observed gravity values.
 EF0267
 EF0267;                    North         East    Units  Estimated Accuracy
 EF0267;SPC AL E     -   418,670.      164,860.      MT  (+/- 180 meters Scaled)
 EF0267
 EF0267                          SUPERSEDED SURVEY CONTROL
 EF0267
 EF0267  NGVD 29 (??/??/92)  323.031  (m)         1059.81   (f) ADJ UNCH    2 0
 EF0267
 EF0267.Superseded values are not recommended for survey control.
 EF0267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0267.See file dsdata.txt to determine how the superseded data were derived.
 EF0267
 EF0267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC722929(NAD 83)
 EF0267_MARKER: DD = SURVEY DISK
 EF0267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0267_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0267_STAMPING: C 225 1947
 EF0267_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0267+STABILITY: SURFACE MOTION
 EF0267
 EF0267  HISTORY     - Date     Condition        Report By
 EF0267  HISTORY     - 1947     MONUMENTED       CGS
 EF0267  HISTORY     - 1949     GOOD             TVA
 EF0267
 EF0267                          STATION DESCRIPTION
 EF0267
 EF0267'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0267'0.7 MI NW FROM ALBERTVILLE.
 EF0267'ABOUT 0.7 MILE NORTHWEST ALONG THE AIRPORT ROAD FROM THE POST OFFICE
 EF0267'AT ALBERTVILLE, ABOUT 0.3 MILE SOUTHEAST OF THE ENTRANCE ROAD, AT THE
 EF0267'SOUTHEAST CORNER OF THE AIRPORT, 69 FEET SOUTH OF THE CENTER LINE OF
 EF0267'THE ROAD, 2.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF A CONCRETE
 EF0267'TILE WORK SHOP, 84 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 EF0267'OFFICE BUILDING, 112 FEET SOUTHEAST OF A 40-INCH OAK TREE, 1.5 FEET
 EF0267'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 EF0267'IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- A STEEL
 EF0267'POST WITH A MARKER WAS SET 1 FOOT EAST OF THE STATION.
 EF0267
 EF0267                          STATION RECOVERY (1949)
 EF0267
 EF0267'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0267'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0172 ***********************************************************************
 DH0172  DESIGNATION -  C 226
 DH0172  PID         -  DH0172
 DH0172  STATE/COUNTY-  AL/BLOUNT
 DH0172  USGS QUAD   -  SPRINGVILLE (1978)
 DH0172
 DH0172                         *CURRENT SURVEY CONTROL
 DH0172  ___________________________________________________________________
 DH0172* NAD 83(1986)-  33 48 55.     (N)    086 29 05.     (W)     SCALED    
 DH0172* NAVD 88     -       400.852  (meters)    1315.13   (feet)  ADJUSTED  
 DH0172  ___________________________________________________________________
 DH0172  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH0172  DYNAMIC HT  -         400.404 (meters)    1313.66  (feet)  COMP
 DH0172  MODELED GRAV-     979,506.6   (mgal)                       NAVD 88
 DH0172
 DH0172  VERT ORDER  -  SECOND    CLASS 0
 DH0172
 DH0172.The horizontal coordinates were scaled from a topographic map and have
 DH0172.an estimated accuracy of +/- 6 seconds.
 DH0172
 DH0172.The orthometric height was determined by differential leveling
 DH0172.and adjusted by the National Geodetic Survey in June 1991..
 DH0172
 DH0172.The geoid height was determined by GEOID03.
 DH0172
 DH0172.The dynamic height is computed by dividing the NAVD 88
 DH0172.geopotential number by the normal gravity value computed on the
 DH0172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0172.degrees latitude (g = 980.6199 gals.).
 DH0172
 DH0172.The modeled gravity was interpolated from observed gravity values.
 DH0172
 DH0172;                    North         East    Units  Estimated Accuracy
 DH0172;SPC AL W     -   423,490.      693,990.      MT  (+/- 180 meters Scaled)
 DH0172
 DH0172                          SUPERSEDED SURVEY CONTROL
 DH0172
 DH0172  NGVD 29 (??/??/92)  400.794  (m)         1314.94   (f) ADJ UNCH    2 0
 DH0172
 DH0172.Superseded values are not recommended for survey control.
 DH0172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0172.See file dsdata.txt to determine how the superseded data were derived.
 DH0172
 DH0172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC476417(NAD 83)
 DH0172_MARKER: DB = BENCH MARK DISK
 DH0172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0172_STAMPING: C 226 1947
 DH0172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0172+STABILITY: SURFACE MOTION
 DH0172
 DH0172  HISTORY     - Date     Condition        Report By
 DH0172  HISTORY     - 1947     MONUMENTED       CGS
 DH0172
 DH0172                          STATION DESCRIPTION
 DH0172
 DH0172'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0172'0.75 MI SW FROM HOLLY SPRINGS.
 DH0172'ABOUT 0.75 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE CROSSROADS AT
 DH0172'HOLLY SPRINGS, AT THE TOP OF A GRADE, 62 FEET WEST OF THE CENTER LINE
 DH0172'OF THE ROAD, 152 FEET EAST OF THE NORTHEAST CORNER OF AN OLD FARM
 DH0172'HOUSE, 5 FEET WEST OF A 3-INCH TREE, 2 FEET WEST OF A WHITE WOODEN
 DH0172'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 DH0172'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK MAY BE REACHED FROM
 DH0172'THE POST OFFICE AT SPRINGVILLE, ST. CLAIR COUNTY BY GOING ABOUT 0.3
 DH0172'MILE SOUTHWEST ALONG U. S. HIGHWAY 11, THENCE ABOUT 4.2 MILES NORTH
 DH0172'ALONG A DIRT ROAD TO THE SUMMIT OF BLOUNT MOUNTAIN, THENCE ABOUT 0.7
 DH0172'MILE NORTHEAST ALONG A ROAD TO HOLLY SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0365 ***********************************************************************
 EF0365  DESIGNATION -  C 227
 EF0365  PID         -  EF0365
 EF0365  STATE/COUNTY-  AL/BLOUNT
 EF0365  USGS QUAD   -  CLARENCE (1982)
 EF0365
 EF0365                         *CURRENT SURVEY CONTROL
 EF0365  ___________________________________________________________________
 EF0365* NAD 83(1986)-  34 03 27.     (N)    086 28 01.     (W)     SCALED    
 EF0365* NAVD 88     -       211.857  (meters)     695.07   (feet)  ADJUSTED  
 EF0365  ___________________________________________________________________
 EF0365  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 EF0365  DYNAMIC HT  -         211.628 (meters)     694.32  (feet)  COMP
 EF0365  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 EF0365
 EF0365  VERT ORDER  -  SECOND    CLASS 0
 EF0365
 EF0365.The horizontal coordinates were scaled from a topographic map and have
 EF0365.an estimated accuracy of +/- 6 seconds.
 EF0365
 EF0365.The orthometric height was determined by differential leveling
 EF0365.and adjusted by the National Geodetic Survey in June 1991..
 EF0365
 EF0365.The geoid height was determined by GEOID03.
 EF0365
 EF0365.The dynamic height is computed by dividing the NAVD 88
 EF0365.geopotential number by the normal gravity value computed on the
 EF0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0365.degrees latitude (g = 980.6199 gals.).
 EF0365
 EF0365.The modeled gravity was interpolated from observed gravity values.
 EF0365
 EF0365;                    North         East    Units  Estimated Accuracy
 EF0365;SPC AL W     -   450,380.      695,370.      MT  (+/- 180 meters Scaled)
 EF0365
 EF0365                          SUPERSEDED SURVEY CONTROL
 EF0365
 EF0365  NGVD 29 (??/??/92)  211.819  (m)          694.94   (f) ADJ UNCH    2 0
 EF0365
 EF0365.Superseded values are not recommended for survey control.
 EF0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0365.See file dsdata.txt to determine how the superseded data were derived.
 EF0365
 EF0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC491686(NAD 83)
 EF0365_MARKER: DB = BENCH MARK DISK
 EF0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0365_STAMPING: C 227 1947
 EF0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0365+STABILITY: SURFACE MOTION
 EF0365
 EF0365  HISTORY     - Date     Condition        Report By
 EF0365  HISTORY     - 1947     MONUMENTED       CGS
 EF0365
 EF0365                          STATION DESCRIPTION
 EF0365
 EF0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0365'2.4 MI E FROM ROYAL.
 EF0365'ABOUT 2.4 MILES EAST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY 32
 EF0365'FROM THE CROSSROADS AT ROYAL, ABOUT 2.05 MILES WEST OF THE HIGHWAY, AT
 EF0365'THE Y JUNCTION OF A ROAD LEADING SOUTHEAST TO HENDRICKS, 27 FEET SOUTH
 EF0365'OF THE CENTER LINE OF THE ROAD LEADING EAST, 32 FEET NORTHEAST OF THE
 EF0365'CENTER LINE OF THE ROAD SOUTHEAST, 133 FEET SOUTHWEST AND ACROSS THE
 EF0365'ROAD EAST FROM THE SOUTHWEST CORNER OF AN OLD FARM HOUSE, 1 FOOT
 EF0365'NORTHWEST OF A WIRE FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 EF0365'POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 EF0365'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0290 ***********************************************************************
 EF0290  DESIGNATION -  C 229
 EF0290  PID         -  EF0290
 EF0290  STATE/COUNTY-  AL/BLOUNT
 EF0290  USGS QUAD   -  CLARENCE (1982)
 EF0290
 EF0290                         *CURRENT SURVEY CONTROL
 EF0290  ___________________________________________________________________
 EF0290* NAD 83(1986)-  34 04 56.     (N)    086 25 10.     (W)     SCALED    
 EF0290* NAVD 88     -       223.522  (meters)     733.34   (feet)  ADJUSTED  
 EF0290  ___________________________________________________________________
 EF0290  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EF0290  DYNAMIC HT  -         223.280 (meters)     732.54  (feet)  COMP
 EF0290  MODELED GRAV-     979,550.8   (mgal)                       NAVD 88
 EF0290
 EF0290  VERT ORDER  -  SECOND    CLASS 0
 EF0290
 EF0290.The horizontal coordinates were scaled from a topographic map and have
 EF0290.an estimated accuracy of +/- 6 seconds.
 EF0290
 EF0290.The orthometric height was determined by differential leveling
 EF0290.and adjusted by the National Geodetic Survey in June 1991..
 EF0290
 EF0290.The geoid height was determined by GEOID03.
 EF0290
 EF0290.The dynamic height is computed by dividing the NAVD 88
 EF0290.geopotential number by the normal gravity value computed on the
 EF0290.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0290.degrees latitude (g = 980.6199 gals.).
 EF0290
 EF0290.The modeled gravity was interpolated from observed gravity values.
 EF0290
 EF0290;                    North         East    Units  Estimated Accuracy
 EF0290;SPC AL W     -   453,170.      699,730.      MT  (+/- 180 meters Scaled)
 EF0290
 EF0290                          SUPERSEDED SURVEY CONTROL
 EF0290
 EF0290  NGVD 29 (??/??/92)  223.485  (m)          733.22   (f) ADJ UNCH    2 0
 EF0290
 EF0290.Superseded values are not recommended for survey control.
 EF0290.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0290.See file dsdata.txt to determine how the superseded data were derived.
 EF0290
 EF0290_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC535714(NAD 83)
 EF0290_MARKER: DB = BENCH MARK DISK
 EF0290_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0290_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0290_STAMPING: C 229 1947
 EF0290_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0290+STABILITY: SURFACE MOTION
 EF0290
 EF0290  HISTORY     - Date     Condition        Report By
 EF0290  HISTORY     - 1947     MONUMENTED       CGS
 EF0290
 EF0290                          STATION DESCRIPTION
 EF0290
 EF0290'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0290'8.8 MI SW FROM DOUGLAS.
 EF0290'ABOUT 8.8 MILES SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 EF0290'AT DOUGLAS, AT CLARENCE ROAD CROSSING, ABOUT 0.15 MILE NORTHEAST OF A
 EF0290'CONCRETE BRIDGE, 226 FEET SOUTH OF THE SOUTHWEST END OF THE SOUTHEAST
 EF0290'RAIL FOOTING OF A 35 FOOT CONCRETE BRIDGE OVER A CREEK, 54 FEET
 EF0290'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 28 FEET SOUTHWEST OF THE
 EF0290'CENTER LINE OF THE ROAD LEADING SOUTHEAST, 2 FEET SOUTHWEST OF A WHITE
 EF0290'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 EF0290'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1645 ***********************************************************************
 DG1645  DESIGNATION -  C 23
 DG1645  PID         -  DG1645
 DG1645  STATE/COUNTY-  AL/RANDOLPH
 DG1645  USGS QUAD   -  WADLEY SOUTH (1969)
 DG1645
 DG1645                         *CURRENT SURVEY CONTROL
 DG1645  ___________________________________________________________________
 DG1645* NAD 83(1986)-  33 07 17.     (N)    085 33 46.     (W)     SCALED    
 DG1645* NAVD 88     -       195.093  (meters)     640.07   (feet)  ADJUSTED  
 DG1645  ___________________________________________________________________
 DG1645  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG1645  DYNAMIC HT  -         194.868 (meters)     639.33  (feet)  COMP
 DG1645  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 DG1645
 DG1645  VERT ORDER  -  SECOND    CLASS 0
 DG1645
 DG1645.The horizontal coordinates were scaled from a topographic map and have
 DG1645.an estimated accuracy of +/- 6 seconds.
 DG1645
 DG1645.The orthometric height was determined by differential leveling
 DG1645.and adjusted by the National Geodetic Survey in June 1991..
 DG1645
 DG1645.The geoid height was determined by GEOID03.
 DG1645
 DG1645.The dynamic height is computed by dividing the NAVD 88
 DG1645.geopotential number by the normal gravity value computed on the
 DG1645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1645.degrees latitude (g = 980.6199 gals.).
 DG1645
 DG1645.The modeled gravity was interpolated from observed gravity values.
 DG1645
 DG1645;                    North         East    Units  Estimated Accuracy
 DG1645;SPC AL E     -   290,690.      225,250.      MT  (+/- 180 meters Scaled)
 DG1645
 DG1645                          SUPERSEDED SURVEY CONTROL
 DG1645
 DG1645  NGVD 29 (??/??/92)  195.031  (m)          639.86   (f) ADJ UNCH    2 0
 DG1645
 DG1645.Superseded values are not recommended for survey control.
 DG1645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1645.See file dsdata.txt to determine how the superseded data were derived.
 DG1645
 DG1645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB340656(NAD 83)
 DG1645_MARKER: DB = BENCH MARK DISK
 DG1645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1645_STAMPING: C 23 1934
 DG1645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1645+STABILITY: SURFACE MOTION
 DG1645
 DG1645  HISTORY     - Date     Condition        Report By
 DG1645  HISTORY     - 1934     MONUMENTED       CGS
 DG1645  HISTORY     - 1949     POOR             NGS
 DG1645
 DG1645                          STATION DESCRIPTION
 DG1645
 DG1645'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DG1645'AT WADLEY.
 DG1645'AT WADLEY, AT THE ATLANTA, BIRMINGHAM AND COAST RAILROAD STATION,
 DG1645'65 FEET SOUTH OF THE CENTER OF THE SOUTH ENTRANCE TO THE STATION,
 DG1645'62 FEET EAST OF THE EAST RAIL OF A SIDE TRACK, 60 FEET WEST OF THE
 DG1645'WEST RAIL OF THE MAIN TRACK, 10 FEET EAST OF A POWER POLE, 1 1/2
 DG1645'FEET ABOVE THE MAINTRACK AND SET IN THE TOP OF A CONCRETE POST
 DG1645'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0626 ***********************************************************************
 DH0626  DESIGNATION -  C 230
 DH0626  PID         -  DH0626
 DH0626  STATE/COUNTY-  AL/SHELBY
 DH0626  USGS QUAD   -  VINCENT (1972)
 DH0626
 DH0626                         *CURRENT SURVEY CONTROL
 DH0626  ___________________________________________________________________
 DH0626* NAD 83(1986)-  33 24 18.     (N)    086 24 08.     (W)     SCALED    
 DH0626* NAVD 88     -       140.141  (meters)     459.78   (feet)  ADJUSTED  
 DH0626  ___________________________________________________________________
 DH0626  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0626  DYNAMIC HT  -         139.988 (meters)     459.28  (feet)  COMP
 DH0626  MODELED GRAV-     979,541.5   (mgal)                       NAVD 88
 DH0626
 DH0626  VERT ORDER  -  SECOND    CLASS 0
 DH0626
 DH0626.The horizontal coordinates were scaled from a topographic map and have
 DH0626.an estimated accuracy of +/- 6 seconds.
 DH0626
 DH0626.The orthometric height was determined by differential leveling
 DH0626.and adjusted by the National Geodetic Survey in June 1991..
 DH0626
 DH0626.The geoid height was determined by GEOID03.
 DH0626
 DH0626.The dynamic height is computed by dividing the NAVD 88
 DH0626.geopotential number by the normal gravity value computed on the
 DH0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0626.degrees latitude (g = 980.6199 gals.).
 DH0626
 DH0626.The modeled gravity was interpolated from observed gravity values.
 DH0626
 DH0626;                    North         East    Units  Estimated Accuracy
 DH0626;SPC AL W     -   378,070.      702,120.      MT  (+/- 180 meters Scaled)
 DH0626
 DH0626                          SUPERSEDED SURVEY CONTROL
 DH0626
 DH0626  NGVD 29 (??/??/92)  140.12   (m)          459.7    (f) COMPUTED    2 0
 DH0626
 DH0626.Superseded values are not recommended for survey control.
 DH0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0626.See file dsdata.txt to determine how the superseded data were derived.
 DH0626
 DH0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB555963(NAD 83)
 DH0626_MARKER: DB = BENCH MARK DISK
 DH0626_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0626_SP_SET: CULVERT
 DH0626_STAMPING: C 230 1947
 DH0626_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0626
 DH0626  HISTORY     - Date     Condition        Report By
 DH0626  HISTORY     - 1947     MONUMENTED       CGS
 DH0626
 DH0626                          STATION DESCRIPTION
 DH0626
 DH0626'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0626'1.5 MI NE FROM VINCENT.
 DH0626'ABOUT 1.5 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 DH0626'AT VINCENT, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 4 X
 DH0626'6 FOOT CONCRETE BOX CULVERT, 17 FEET WEST OF AND ABOUT LEVEL WITH THE
 DH0626'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0220 ***********************************************************************
 DH0220  DESIGNATION -  C 231 RESET
 DH0220  PID         -  DH0220
 DH0220  STATE/COUNTY-  AL/ST CLAIR
 DH0220  USGS QUAD   -  PELL CITY (1972)
 DH0220
 DH0220                         *CURRENT SURVEY CONTROL
 DH0220  ___________________________________________________________________
 DH0220* NAD 83(1986)-  33 35 44.     (N)    086 22 02.     (W)     SCALED    
 DH0220* NAVD 88     -       233.12   (meters)     764.8    (feet)  RESET     
 DH0220  ___________________________________________________________________
 DH0220  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0220
 DH0220  VERT ORDER  -  THIRD
 DH0220
 DH0220.The horizontal coordinates were scaled from a topographic map and have
 DH0220.an estimated accuracy of +/- 6 seconds.
 DH0220
 DH0220.The orthometric height was computed from unverified reset data.
 DH0220
 DH0220.The geoid height was determined by GEOID03.
 DH0220
 DH0220;                    North         East    Units  Estimated Accuracy
 DH0220;SPC AL E     -   343,370.      150,450.      MT  (+/- 180 meters Scaled)
 DH0220
 DH0220                          SUPERSEDED SURVEY CONTROL
 DH0220
 DH0220.No superseded survey control is available for this station.
 DH0220
 DH0220_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC587174(NAD 83)
 DH0220_MARKER: DB = BENCH MARK DISK
 DH0220_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0220_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0220_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0220+STABILITY: SURFACE MOTION
 DH0220
 DH0220  HISTORY     - Date     Condition        Report By
 DH0220  HISTORY     - 1964     MONUMENTED       CGS
 DH0220
 DH0220                          STATION DESCRIPTION
 DH0220
 DH0220'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 DH0220'5.45 MI W FROM PELL CITY.
 DH0220'LOCATED 2.45 MILES WEST ALONG OLD U.S. HIGHWAY 78 FROM THE HIGH SCHOOL
 DH0220'AT PELL CITY, THENCE WEST ON INTERSTATE I-20 FOR 3.0 MILES TO THE
 DH0220'CHULA VISTA INTERCHANGE AND THE MARK ON THE RIGHT AT THE NORTHEAST
 DH0220'SECTION OF THE INTERCHANGE, 465 FEET NORTH-NORTHEAST OF THE CENTER OF
 DH0220'THE OVERPASS, 400 FEET NORTHEAST OF THE CENTER OF THE MEDIAN OF I-20,
 DH0220'125 FEET NORTH OF THE CENTERLINE OF THE INTERSECTIONS OF THE NORTHEAST
 DH0220'RAMPS, 113 FEET NORTH-NORTHWEST OF THE CENTER OF OLD U.S. HIGHWAY 78,
 DH0220'9 FEET SOUTHWEST OF A FORKED TREE, 1 FOOT NORTH OF A METAL WITNESS
 DH0220'POST, AND SET IN THE TOP OF A 6-INCH SQUARE CONCRETE POST, PROJECTING
 DH0220'2 INCHES, AND ABOUT 5 FOOT BELOW THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0240 ***********************************************************************
 DH0240  DESIGNATION -  C 232
 DH0240  PID         -  DH0240
 DH0240  STATE/COUNTY-  AL/ST CLAIR
 DH0240  USGS QUAD   -  COOKS SPRINGS (1972)
 DH0240
 DH0240                         *CURRENT SURVEY CONTROL
 DH0240  ___________________________________________________________________
 DH0240* NAD 83(1986)-  33 30 48.     (N)    086 23 19.     (W)     SCALED    
 DH0240* NAVD 88     -       152.707  (meters)     501.01   (feet)  ADJUSTED  
 DH0240  ___________________________________________________________________
 DH0240  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0240  DYNAMIC HT  -         152.540 (meters)     500.46  (feet)  COMP
 DH0240  MODELED GRAV-     979,541.3   (mgal)                       NAVD 88
 DH0240
 DH0240  VERT ORDER  -  SECOND    CLASS 0
 DH0240
 DH0240.The horizontal coordinates were scaled from a topographic map and have
 DH0240.an estimated accuracy of +/- 6 seconds.
 DH0240
 DH0240.The orthometric height was determined by differential leveling
 DH0240.and adjusted by the National Geodetic Survey in June 1991..
 DH0240
 DH0240.The geoid height was determined by GEOID03.
 DH0240
 DH0240.The dynamic height is computed by dividing the NAVD 88
 DH0240.geopotential number by the normal gravity value computed on the
 DH0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0240.degrees latitude (g = 980.6199 gals.).
 DH0240
 DH0240.The modeled gravity was interpolated from observed gravity values.
 DH0240
 DH0240;                    North         East    Units  Estimated Accuracy
 DH0240;SPC AL E     -   334,260.      148,410.      MT  (+/- 180 meters Scaled)
 DH0240
 DH0240                          SUPERSEDED SURVEY CONTROL
 DH0240
 DH0240  NGVD 29 (??/??/92)  152.657  (m)          500.84   (f) ADJ UNCH    2 0
 DH0240
 DH0240.Superseded values are not recommended for survey control.
 DH0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0240.See file dsdata.txt to determine how the superseded data were derived.
 DH0240
 DH0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC567083(NAD 83)
 DH0240_MARKER: DB = BENCH MARK DISK
 DH0240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0240_STAMPING: C 232 1947
 DH0240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0240+STABILITY: SURFACE MOTION
 DH0240
 DH0240  HISTORY     - Date     Condition        Report By
 DH0240  HISTORY     - 1947     MONUMENTED       CGS
 DH0240  HISTORY     - 1962     MARK NOT FOUND   USGS
 DH0240
 DH0240                          STATION DESCRIPTION
 DH0240
 DH0240'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0240'3.6 MI NW FROM LONDON.
 DH0240'ABOUT 3.6 MILES NORTHWEST ALONG THE PRESCOTT ROAD FROM ITS
 DH0240'INTERSECTION WITH STATE HIGHWAY 25 AT LONDON, 0.1 MILE WEST OF THE
 DH0240'JUNCTION OF A T ROAD LEADING NORTH, 0.55 MILE SOUTHEAST OF THE
 DH0240'JUNCTION WITH A ROAD LEADING NORTHEAST TO EDEN, 58 FEET SOUTH OF
 DH0240'R.E.A. POLE NO. 114-58, 17 FEET SOUTH OF A 12-INCH OAK TREE, 13 FEET
 DH0240'NORTH OF AND ABOUT 3 FEET ABOVE THE CENTER OF THE ROAD.  A BRONZE DISK
 DH0240'IN THE TOP OF A CONCRETE POST.
 DH0240
 DH0240                          STATION RECOVERY (1962)
 DH0240
 DH0240'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1962
 DH0240'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0664 ***********************************************************************
 DH0664  DESIGNATION -  C 233
 DH0664  PID         -  DH0664
 DH0664  STATE/COUNTY-  AL/TALLADEGA
 DH0664  USGS QUAD   -  SLEEPING GIANTS (1987)
 DH0664
 DH0664                         *CURRENT SURVEY CONTROL
 DH0664  ___________________________________________________________________
 DH0664* NAD 83(1986)-  33 29 16.     (N)    086 07 44.     (W)     SCALED    
 DH0664* NAVD 88     -       168.450  (meters)     552.66   (feet)  ADJUSTED  
 DH0664  ___________________________________________________________________
 DH0664  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DH0664  DYNAMIC HT  -         168.268 (meters)     552.06  (feet)  COMP
 DH0664  MODELED GRAV-     979,551.2   (mgal)                       NAVD 88
 DH0664
 DH0664  VERT ORDER  -  SECOND    CLASS 0
 DH0664
 DH0664.The horizontal coordinates were scaled from a topographic map and have
 DH0664.an estimated accuracy of +/- 6 seconds.
 DH0664
 DH0664.The orthometric height was determined by differential leveling
 DH0664.and adjusted by the National Geodetic Survey in June 1991..
 DH0664
 DH0664.The geoid height was determined by GEOID03.
 DH0664
 DH0664.The dynamic height is computed by dividing the NAVD 88
 DH0664.geopotential number by the normal gravity value computed on the
 DH0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0664.degrees latitude (g = 980.6199 gals.).
 DH0664
 DH0664.The modeled gravity was interpolated from observed gravity values.
 DH0664
 DH0664;                    North         East    Units  Estimated Accuracy
 DH0664;SPC AL E     -   331,330.      172,530.      MT  (+/- 180 meters Scaled)
 DH0664
 DH0664                          SUPERSEDED SURVEY CONTROL
 DH0664
 DH0664  NGVD 29 (??/??/92)  168.389  (m)          552.46   (f) ADJ UNCH    2 0
 DH0664
 DH0664.Superseded values are not recommended for survey control.
 DH0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0664.See file dsdata.txt to determine how the superseded data were derived.
 DH0664
 DH0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC809057(NAD 83)
 DH0664_MARKER: DB = BENCH MARK DISK
 DH0664_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0664_SP_SET: CULVERT
 DH0664_STAMPING: C 233 1947
 DH0664_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0664
 DH0664  HISTORY     - Date     Condition        Report By
 DH0664  HISTORY     - 1947     MONUMENTED       CGS
 DH0664
 DH0664                          STATION DESCRIPTION
 DH0664
 DH0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0664'4.3 MI N FROM TALLADEGA.
 DH0664'ABOUT 4.3 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE COURT HOUSE AT
 DH0664'TALLADEGA, ABOUT 0.9 MILE SOUTH OF A CROSS ROAD AND NEWSOMES GROCERY
 DH0664'STORE, SET IN THE TOP OF THE EAST HEAD WALL OF A 24 INCH CONCRETE
 DH0664'CULVERT, 87 FEET SOUTH OF THE CENTER LINE OF A FARM ROAD LEADING EAST,
 DH0664'27 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 3.5 FEET BELOW
 DH0664'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2112 ***********************************************************************
 DG2112  DESIGNATION -  C 234
 DG2112  PID         -  DG2112
 DG2112  STATE/COUNTY-  AL/CALHOUN
 DG2112  USGS QUAD   -  EULATON (1972)
 DG2112
 DG2112                         *CURRENT SURVEY CONTROL
 DG2112  ___________________________________________________________________
 DG2112* NAD 83(1986)-  33 38 14.     (N)    085 53 37.     (W)     SCALED    
 DG2112* NAVD 88     -       258.369  (meters)     847.67   (feet)  ADJUSTED  
 DG2112  ___________________________________________________________________
 DG2112  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG2112  DYNAMIC HT  -         258.092 (meters)     846.76  (feet)  COMP
 DG2112  MODELED GRAV-     979,556.2   (mgal)                       NAVD 88
 DG2112
 DG2112  VERT ORDER  -  SECOND    CLASS 0
 DG2112
 DG2112.The horizontal coordinates were scaled from a topographic map and have
 DG2112.an estimated accuracy of +/- 6 seconds.
 DG2112
 DG2112.The orthometric height was determined by differential leveling
 DG2112.and adjusted by the National Geodetic Survey in June 1991..
 DG2112
 DG2112.The geoid height was determined by GEOID03.
 DG2112
 DG2112.The dynamic height is computed by dividing the NAVD 88
 DG2112.geopotential number by the normal gravity value computed on the
 DG2112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2112.degrees latitude (g = 980.6199 gals.).
 DG2112
 DG2112.The modeled gravity was interpolated from observed gravity values.
 DG2112
 DG2112;                    North         East    Units  Estimated Accuracy
 DG2112;SPC AL E     -   347,870.      194,410.      MT  (+/- 180 meters Scaled)
 DG2112
 DG2112                          SUPERSEDED SURVEY CONTROL
 DG2112
 DG2112  NGVD 29 (??/??/92)  258.287  (m)          847.40   (f) ADJ UNCH    2 0
 DG2112
 DG2112.Superseded values are not recommended for survey control.
 DG2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2112.See file dsdata.txt to determine how the superseded data were derived.
 DG2112
 DG2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC026224(NAD 83)
 DG2112_MARKER: DB = BENCH MARK DISK
 DG2112_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2112_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2112_STAMPING: C 234 1947
 DG2112_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2112+STABILITY: SURFACE MOTION
 DG2112
 DG2112  HISTORY     - Date     Condition        Report By
 DG2112  HISTORY     - 1947     MONUMENTED       CGS
 DG2112  HISTORY     - 1965     GOOD             NGS
 DG2112  HISTORY     - 20030308 MARK NOT FOUND   JCLS
 DG2112
 DG2112                          STATION DESCRIPTION
 DG2112
 DG2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2112'4.6 MI FROM ANNISTON.
 DG2112'ABOUT 4.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 78 FROM THE WILSON
 DG2112'BUILDING AT ANNISTON, ABOUT 0.2 MILE WEST OF THE GARDNER AND
 DG2112'MOSHER STANDARD SERVICE STATION, 160 FEET SOUTHEAST OF THE
 DG2112'SOUTHEAST CORNER OF THE JOHN MC CLELLAN STONE HOUSE, 27 FEET EAST
 DG2112'OF THE CENTER LINE OF THE DRIVE WAY, 38 FEET NORTH OF THE
 DG2112'CENTERLINE OF THE HIGHWAY, 1.5 FEET SOUTH OF A WHITE WOODEN
 DG2112'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 DG2112'OF A CONCRETE POST PROJECTING 6 INCHES.
 DG2112
 DG2112                          STATION RECOVERY (1965)
 DG2112
 DG2112'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DG2112'RECOVERED IN GOOD CONDITION.
 DG2112
 DG2112                          STATION RECOVERY (2003)
 DG2112
 DG2112'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DG2112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2102 ***********************************************************************
 DG2102  DESIGNATION -  C 235
 DG2102  PID         -  DG2102
 DG2102  STATE/COUNTY-  AL/CALHOUN
 DG2102  USGS QUAD   -  WELLINGTON (1972)
 DG2102
 DG2102                         *CURRENT SURVEY CONTROL
 DG2102  ___________________________________________________________________
 DG2102* NAD 83(1986)-  33 45 11.     (N)    085 54 50.     (W)     SCALED    
 DG2102* NAVD 88     -       178.138  (meters)     584.44   (feet)  ADJUSTED  
 DG2102  ___________________________________________________________________
 DG2102  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG2102  DYNAMIC HT  -         177.949 (meters)     583.82  (feet)  COMP
 DG2102  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 DG2102
 DG2102  VERT ORDER  -  SECOND    CLASS 0
 DG2102
 DG2102.The horizontal coordinates were scaled from a topographic map and have
 DG2102.an estimated accuracy of +/- 6 seconds.
 DG2102
 DG2102.The orthometric height was determined by differential leveling
 DG2102.and adjusted by the National Geodetic Survey in June 1991..
 DG2102
 DG2102.The geoid height was determined by GEOID03.
 DG2102
 DG2102.The dynamic height is computed by dividing the NAVD 88
 DG2102.geopotential number by the normal gravity value computed on the
 DG2102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2102.degrees latitude (g = 980.6199 gals.).
 DG2102
 DG2102.The modeled gravity was interpolated from observed gravity values.
 DG2102
 DG2102;                    North         East    Units  Estimated Accuracy
 DG2102;SPC AL E     -   360,720.      192,540.      MT  (+/- 180 meters Scaled)
 DG2102
 DG2102                          SUPERSEDED SURVEY CONTROL
 DG2102
 DG2102  NGVD 29 (??/??/92)  178.062  (m)          584.19   (f) ADJ UNCH    2 0
 DG2102
 DG2102.Superseded values are not recommended for survey control.
 DG2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2102.See file dsdata.txt to determine how the superseded data were derived.
 DG2102
 DG2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC005353(NAD 83)
 DG2102_MARKER: DB = BENCH MARK DISK
 DG2102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2102_STAMPING: C 235 1947
 DG2102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2102+STABILITY: SURFACE MOTION
 DG2102
 DG2102  HISTORY     - Date     Condition        Report By
 DG2102  HISTORY     - 1947     MONUMENTED       CGS
 DG2102
 DG2102                          STATION DESCRIPTION
 DG2102
 DG2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2102'2.3 MI SW FROM ALEXANDRIA.
 DG2102'ABOUT 0.25 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 DG2102'RAILROAD FROM THE STATION AT ALEXANDRIA, THENCE ABOUT 2.05
 DG2102'MILES SOUTHWEST ALONG A COUNTY ROAD LEADING TO GATE 5 OF THE
 DG2102'MORRISVILLE BIVOUAC AREA, AT THE P.J. HAMMOND FARM, 94 FEET
 DG2102'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 19 FEET EAST
 DG2102'OF THE CENTER LINE OF THE DRIVE WAY, 21 FEET SOUTH OF THE CENTER
 DG2102'LINE OF THE COUNTY ROAD, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 DG2102'POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 DG2102'POST PROJECTING 6 INCHES.  NOTE-- MARK IS ABOUT 0.6 MILE NORTHEAST
 DG2102'OF GATE 5 TO THE MORRISVILLE BIVOUAC AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1822 ***********************************************************************
 DG1822  DESIGNATION -  C 236
 DG1822  PID         -  DG1822
 DG1822  STATE/COUNTY-  AL/CALHOUN
 DG1822  USGS QUAD   -  WELLINGTON (1972)
 DG1822
 DG1822                         *CURRENT SURVEY CONTROL
 DG1822  ___________________________________________________________________
 DG1822* NAD 83(1986)-  33 47 09.     (N)    085 59 54.     (W)     SCALED    
 DG1822* NAVD 88     -       150.855  (meters)     494.93   (feet)  ADJUSTED  
 DG1822  ___________________________________________________________________
 DG1822  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DG1822  DYNAMIC HT  -         150.696 (meters)     494.41  (feet)  COMP
 DG1822  MODELED GRAV-     979,577.6   (mgal)                       NAVD 88
 DG1822
 DG1822  VERT ORDER  -  FIRST     CLASS II
 DG1822
 DG1822.The horizontal coordinates were scaled from a topographic map and have
 DG1822.an estimated accuracy of +/- 6 seconds.
 DG1822
 DG1822.The orthometric height was determined by differential leveling
 DG1822.and adjusted by the National Geodetic Survey in June 1991..
 DG1822
 DG1822.The geoid height was determined by GEOID03.
 DG1822
 DG1822.The dynamic height is computed by dividing the NAVD 88
 DG1822.geopotential number by the normal gravity value computed on the
 DG1822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1822.degrees latitude (g = 980.6199 gals.).
 DG1822
 DG1822.The modeled gravity was interpolated from observed gravity values.
 DG1822
 DG1822;                    North         East    Units  Estimated Accuracy
 DG1822;SPC AL E     -   364,360.      184,720.      MT  (+/- 180 meters Scaled)
 DG1822
 DG1822                          SUPERSEDED SURVEY CONTROL
 DG1822
 DG1822  NGVD 29 (??/??/92)  150.798  (m)          494.74   (f) ADJ UNCH    1 2
 DG1822
 DG1822.Superseded values are not recommended for survey control.
 DG1822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1822.See file dsdata.txt to determine how the superseded data were derived.
 DG1822
 DG1822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC927388(NAD 83)
 DG1822_MARKER: DB = BENCH MARK DISK
 DG1822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1822_SP_SET: ABUTMENT
 DG1822_STAMPING: C 236 1947
 DG1822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1822
 DG1822  HISTORY     - Date     Condition        Report By
 DG1822  HISTORY     - 1947     MONUMENTED       CGS
 DG1822
 DG1822                          STATION DESCRIPTION
 DG1822
 DG1822'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG1822'0.4 MI NE FROM OHATCHEE.
 DG1822'ABOUT 0.35 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY
 DG1822'FROM THE STATION AT OHATCHEE, SET IN THE TOP OF THE NORTH
 DG1822'CONCRETE WING WALL OF STEEL RAILROAD BRIDGE NO. 680/2 OVER
 DG1822'OHATCHEE CREEK, 5.5 FEET NORTHWEST OF AND ABOUT 1.5 FEET BELOW
 DG1822'THE NORTHWEST RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0039 ***********************************************************************
 DH0039  DESIGNATION -  C 237
 DH0039  PID         -  DH0039
 DH0039  STATE/COUNTY-  AL/ST CLAIR
 DH0039  USGS QUAD   -  WATTSVILLE (1972)
 DH0039
 DH0039                         *CURRENT SURVEY CONTROL
 DH0039  ___________________________________________________________________
 DH0039* NAD 83(1986)-  33 41 11.     (N)    086 20 42.     (W)     SCALED    
 DH0039* NAVD 88     -       231.799  (meters)     760.49   (feet)  ADJUSTED  
 DH0039  ___________________________________________________________________
 DH0039  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0039  DYNAMIC HT  -         231.547 (meters)     759.67  (feet)  COMP
 DH0039  MODELED GRAV-     979,543.2   (mgal)                       NAVD 88
 DH0039
 DH0039  VERT ORDER  -  FIRST     CLASS II
 DH0039
 DH0039.The horizontal coordinates were scaled from a topographic map and have
 DH0039.an estimated accuracy of +/- 6 seconds.
 DH0039
 DH0039.The orthometric height was determined by differential leveling
 DH0039.and adjusted by the National Geodetic Survey in June 1991..
 DH0039
 DH0039.The geoid height was determined by GEOID03.
 DH0039
 DH0039.The dynamic height is computed by dividing the NAVD 88
 DH0039.geopotential number by the normal gravity value computed on the
 DH0039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0039.degrees latitude (g = 980.6199 gals.).
 DH0039
 DH0039.The modeled gravity was interpolated from observed gravity values.
 DH0039
 DH0039;                    North         East    Units  Estimated Accuracy
 DH0039;SPC AL E     -   353,440.      152,560.      MT  (+/- 180 meters Scaled)
 DH0039
 DH0039                          SUPERSEDED SURVEY CONTROL
 DH0039
 DH0039  NGVD 29 (??/??/92)  231.751  (m)          760.34   (f) ADJ UNCH    1 2
 DH0039
 DH0039.Superseded values are not recommended for survey control.
 DH0039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0039.See file dsdata.txt to determine how the superseded data were derived.
 DH0039
 DH0039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC607275(NAD 83)
 DH0039_MARKER: DB = BENCH MARK DISK
 DH0039_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0039_SP_SET: CONCRETE TUNNEL LINING
 DH0039_STAMPING: C 237 1947
 DH0039_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0039
 DH0039  HISTORY     - Date     Condition        Report By
 DH0039  HISTORY     - 1947     MONUMENTED       CGS
 DH0039
 DH0039                          STATION DESCRIPTION
 DH0039
 DH0039'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0039'3.5 MI E FROM ODENVILLE.
 DH0039'ABOUT 3.5 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 DH0039'STATION AT ODENVILLE, SET VERTICALLY IN THE CONCRETE TUNNEL LINING AT
 DH0039'THE NORTHWEST END OF HARDWICK TUNNEL, 7.1 FEET NORTHEAST OF THE
 DH0039'NORTHEAST RAIL, AND ABOUT 2.4 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1123 ***********************************************************************
 DH1123  DESIGNATION -  C 238
 DH1123  PID         -  DH1123
 DH1123  STATE/COUNTY-  AL/JEFFERSON
 DH1123  USGS QUAD   -  LEEDS (1978)
 DH1123
 DH1123                         *CURRENT SURVEY CONTROL
 DH1123  ___________________________________________________________________
 DH1123* NAD 83(1986)-  33 36 30.     (N)    086 34 58.     (W)     SCALED    
 DH1123* NAVD 88     -       242.858  (meters)     796.78   (feet)  ADJUSTED  
 DH1123  ___________________________________________________________________
 DH1123  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1123  DYNAMIC HT  -         242.588 (meters)     795.89  (feet)  COMP
 DH1123  MODELED GRAV-     979,519.1   (mgal)                       NAVD 88
 DH1123
 DH1123  VERT ORDER  -  FIRST     CLASS II
 DH1123
 DH1123.The horizontal coordinates were scaled from a topographic map and have
 DH1123.an estimated accuracy of +/- 6 seconds.
 DH1123
 DH1123.The orthometric height was determined by differential leveling
 DH1123.and adjusted by the National Geodetic Survey in June 1991..
 DH1123
 DH1123.The geoid height was determined by GEOID03.
 DH1123
 DH1123.The dynamic height is computed by dividing the NAVD 88
 DH1123.geopotential number by the normal gravity value computed on the
 DH1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1123.degrees latitude (g = 980.6199 gals.).
 DH1123
 DH1123.The modeled gravity was interpolated from observed gravity values.
 DH1123
 DH1123;                    North         East    Units  Estimated Accuracy
 DH1123;SPC AL W     -   400,460.      685,120.      MT  (+/- 180 meters Scaled)
 DH1123
 DH1123                          SUPERSEDED SURVEY CONTROL
 DH1123
 DH1123  NGVD 29 (??/??/92)  242.805  (m)          796.60   (f) ADJ UNCH    1 2
 DH1123
 DH1123.Superseded values are not recommended for survey control.
 DH1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1123.See file dsdata.txt to determine how the superseded data were derived.
 DH1123
 DH1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC387188(NAD 83)
 DH1123_MARKER: DB = BENCH MARK DISK
 DH1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1123_STAMPING: C 238 1947
 DH1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1123+STABILITY: SURFACE MOTION
 DH1123
 DH1123  HISTORY     - Date     Condition        Report By
 DH1123  HISTORY     - 1947     MONUMENTED       CGS
 DH1123  HISTORY     - 1962     GOOD             NGS
 DH1123  HISTORY     - 1980     MARK NOT FOUND   NGS
 DH1123
 DH1123                          STATION DESCRIPTION
 DH1123
 DH1123'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DH1123'4.7 MI SW FROM PARSONS.
 DH1123'LOCATED IN JEFFERSON COUNTY, 4.7 MILES SOUTHWEST ALONG THE SEABOARD
 DH1123'AIR LINE RAILROAD FROM THE STATION AT PARSONS, ST CLAIR COUNTY, 4
 DH1123'MILES NORTHEAST OF THE WAITING SHED AT ALTON.  AT ROPER, 37 FEET
 DH1123'SOUTHEAST OF AND LEVEL WITH THE SOUTHEAST RAIL OF THE TRACKS, 41 FEET
 DH1123'WEST OF A WELL PUMP, 29 FEET NORTHEAST OF THE CENTERLINE OF THE OLD
 DH1123'ROAD, 114 FEET SOUTHWEST OF THE CENTERLINE OF THE ROAD AT THE EAST END
 DH1123'OF AN OVER PASS OVER THE RAILROAD, 131 FEET NORTHEAST OF SIGNAL NO G
 DH1123'722.3 ON THE RAILROAD, 3 FEET NORTHEAST OF A POLE AND 1 FOOT EAST OF A
 DH1123'METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED C 238 1847, SET IN
 DH1123'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 DH1123
 DH1123                          STATION RECOVERY (1980)
 DH1123
 DH1123'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH1123'DESCRIPTION IS INADEQUATE, SEARCHED FOR NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1206 ***********************************************************************
 DH1206  DESIGNATION -  C 239
 DH1206  PID         -  DH1206
 DH1206  STATE/COUNTY-  AL/JEFFERSON
 DH1206  USGS QUAD   -  IRONDALE (1978)
 DH1206
 DH1206                         *CURRENT SURVEY CONTROL
 DH1206  ___________________________________________________________________
 DH1206* NAD 83(1986)-  33 35 08.     (N)    086 39 49.     (W)     SCALED    
 DH1206* NAVD 88     -       250.136  (meters)     820.65   (feet)  ADJUSTED  
 DH1206  ___________________________________________________________________
 DH1206  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH1206  DYNAMIC HT  -         249.857 (meters)     819.74  (feet)  COMP
 DH1206  MODELED GRAV-     979,512.3   (mgal)                       NAVD 88
 DH1206
 DH1206  VERT ORDER  -  SECOND    CLASS 0
 DH1206
 DH1206.The horizontal coordinates were scaled from a topographic map and have
 DH1206.an estimated accuracy of +/- 6 seconds.
 DH1206
 DH1206.The orthometric height was determined by differential leveling
 DH1206.and adjusted by the National Geodetic Survey in June 1991..
 DH1206
 DH1206.The geoid height was determined by GEOID03.
 DH1206
 DH1206.The dynamic height is computed by dividing the NAVD 88
 DH1206.geopotential number by the normal gravity value computed on the
 DH1206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1206.degrees latitude (g = 980.6199 gals.).
 DH1206
 DH1206.The modeled gravity was interpolated from observed gravity values.
 DH1206
 DH1206;                    North         East    Units  Estimated Accuracy
 DH1206;SPC AL W     -   397,870.      677,640.      MT  (+/- 180 meters Scaled)
 DH1206
 DH1206                          SUPERSEDED SURVEY CONTROL
 DH1206
 DH1206  NGVD 29 (??/??/92)  250.091  (m)          820.51   (f) ADJ UNCH    2 0
 DH1206
 DH1206.Superseded values are not recommended for survey control.
 DH1206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1206.See file dsdata.txt to determine how the superseded data were derived.
 DH1206
 DH1206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC312162(NAD 83)
 DH1206_MARKER: DB = BENCH MARK DISK
 DH1206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1206_SP_SET: CULVERT
 DH1206_STAMPING: C 239 1947
 DH1206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1206
 DH1206  HISTORY     - Date     Condition        Report By
 DH1206  HISTORY     - 1947     MONUMENTED       CGS
 DH1206  HISTORY     - 1974     MARK NOT FOUND   NGS
 DH1206
 DH1206                          STATION DESCRIPTION
 DH1206
 DH1206'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1206'2.7 MI SE FROM HUFFMAN.
 DH1206'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 38 FROM THE BAPTIST CHURCH
 DH1206'AT HUFFMAN, THENCE ABOUT 1.25 MILES SOUTHEAST ALONG THE GENE REED
 DH1206'ROAD, THENCE ABOUT 1.3 MILES EAST ALONG U. S. HIGHWAY 11, ABOUT 0.2
 DH1206'MILE SOUTHWEST OF BAKER-HUDGINS GARAGE AT ROBUCK PLAZA, SET IN THE TOP
 DH1206'OF THE EAST END OF THE NORTH HEAD WALL OF A 4 BY 4 FOOT CONCRETE BOX
 DH1206'CULVERT, 17 FEET NORTH OF AND ABOUT 3 FEET BELOW THE CENTER LINE OF
 DH1206'THE HIGHWAY.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT ALTON
 DH1206'BY GOING ABOUT 1.3 MILES NORTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT
 DH1206'0.65 MILE WEST ALONG U. S. HIGHWAY 11.  NOTE-- U.S. HIGHWAY IS NOW A
 DH1206'FOUR (4) LANE HIGHWAY, MARK MAY HAVE BEEN COVERED OR DESTROYED.
 DH1206
 DH1206                          STATION RECOVERY (1974)
 DH1206
 DH1206'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 DH1206'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1218 ***********************************************************************
 DH1218  DESIGNATION -  C 240
 DH1218  PID         -  DH1218
 DH1218  STATE/COUNTY-  AL/JEFFERSON
 DH1218  USGS QUAD   -  LEEDS (1978)
 DH1218
 DH1218                         *CURRENT SURVEY CONTROL
 DH1218  ___________________________________________________________________
 DH1218* NAD 83(1986)-  33 37 15.     (N)    086 36 29.     (W)     SCALED    
 DH1218* NAVD 88     -       214.206  (meters)     702.77   (feet)  ADJUSTED  
 DH1218  ___________________________________________________________________
 DH1218  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH1218  DYNAMIC HT  -         213.967 (meters)     701.99  (feet)  COMP
 DH1218  MODELED GRAV-     979,517.5   (mgal)                       NAVD 88
 DH1218
 DH1218  VERT ORDER  -  SECOND    CLASS 0
 DH1218
 DH1218.The horizontal coordinates were scaled from a topographic map and have
 DH1218.an estimated accuracy of +/- 6 seconds.
 DH1218
 DH1218.The orthometric height was determined by differential leveling
 DH1218.and adjusted by the National Geodetic Survey in June 1991..
 DH1218
 DH1218.The geoid height was determined by GEOID03.
 DH1218
 DH1218.The dynamic height is computed by dividing the NAVD 88
 DH1218.geopotential number by the normal gravity value computed on the
 DH1218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1218.degrees latitude (g = 980.6199 gals.).
 DH1218
 DH1218.The modeled gravity was interpolated from observed gravity values.
 DH1218
 DH1218;                    North         East    Units  Estimated Accuracy
 DH1218;SPC AL W     -   401,820.      682,760.      MT  (+/- 180 meters Scaled)
 DH1218
 DH1218                          SUPERSEDED SURVEY CONTROL
 DH1218
 DH1218  NGVD 29 (??/??/92)  214.153  (m)          702.60   (f) ADJ UNCH    2 0
 DH1218
 DH1218.Superseded values are not recommended for survey control.
 DH1218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1218.See file dsdata.txt to determine how the superseded data were derived.
 DH1218
 DH1218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC363201(NAD 83)
 DH1218_MARKER: DB = BENCH MARK DISK
 DH1218_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1218_SP_SET: WALL
 DH1218_STAMPING: C 240 1947
 DH1218_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1218
 DH1218  HISTORY     - Date     Condition        Report By
 DH1218  HISTORY     - 1947     MONUMENTED       CGS
 DH1218
 DH1218                          STATION DESCRIPTION
 DH1218
 DH1218'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1218'IN TRUSSVILLE.
 DH1218'AT TRUSSVILLE, ABOUT 0.1 MILE NORTH ALONG THE CHALKVILLE ROAD FROM ITS
 DH1218'INTERSECTION WITH U.S. HIGHWAY 11, SET VERTICALLY IN THE WEST WALL OF
 DH1218'TRUSSVILLE GRAMMAR SCHOOL, 1 FOOT NORTH OF THE SOUTHWEST CORNER OF THE
 DH1218'BUILDING AND ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0116 ***********************************************************************
 DH0116  DESIGNATION -  C 242
 DH0116  PID         -  DH0116
 DH0116  STATE/COUNTY-  AL/ST CLAIR
 DH0116  USGS QUAD   -  OHATCHEE (1949)
 DH0116
 DH0116                         *CURRENT SURVEY CONTROL
 DH0116  ___________________________________________________________________
 DH0116* NAD 83(1986)-  33 50 25.     (N)    086 06 14.     (W)     SCALED    
 DH0116* NAVD 88     -       164.904  (meters)     541.02   (feet)  ADJUSTED  
 DH0116  ___________________________________________________________________
 DH0116  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH0116  DYNAMIC HT  -         164.729 (meters)     540.45  (feet)  COMP
 DH0116  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 DH0116
 DH0116  VERT ORDER  -  SECOND    CLASS 0
 DH0116
 DH0116.The horizontal coordinates were scaled from a topographic map and have
 DH0116.an estimated accuracy of +/- 6 seconds.
 DH0116
 DH0116.The orthometric height was determined by differential leveling
 DH0116.and adjusted by the National Geodetic Survey in June 1991..
 DH0116
 DH0116.The geoid height was determined by GEOID03.
 DH0116
 DH0116.The dynamic height is computed by dividing the NAVD 88
 DH0116.geopotential number by the normal gravity value computed on the
 DH0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0116.degrees latitude (g = 980.6199 gals.).
 DH0116
 DH0116.The modeled gravity was interpolated from observed gravity values.
 DH0116
 DH0116;                    North         East    Units  Estimated Accuracy
 DH0116;SPC AL E     -   370,420.      174,960.      MT  (+/- 180 meters Scaled)
 DH0116
 DH0116                          SUPERSEDED SURVEY CONTROL
 DH0116
 DH0116  NGVD 29 (??/??/92)  164.859  (m)          540.87   (f) ADJ UNCH    2 0
 DH0116
 DH0116.Superseded values are not recommended for survey control.
 DH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0116.See file dsdata.txt to determine how the superseded data were derived.
 DH0116
 DH0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC829448(NAD 83)
 DH0116_MARKER: DB = BENCH MARK DISK
 DH0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0116_STAMPING: C 242 1947
 DH0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0116+STABILITY: SURFACE MOTION
 DH0116
 DH0116  HISTORY     - Date     Condition        Report By
 DH0116  HISTORY     - 1947     MONUMENTED       CGS
 DH0116
 DH0116                          STATION DESCRIPTION
 DH0116
 DH0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0116'2.45 MI W FROM GREENSPORT.
 DH0116'ABOUT 0.2 MILE NORTH ALONG A GRAVEL ROAD FROM THE BRIDGE OVER BEAVER
 DH0116'CREEK AT GREENSPORT, THENCE ABOUT 2.25 MILES WEST ALONG A GRAVEL ROAD,
 DH0116'ABOUT 1.35 MILE EAST OF EDWARDS SCHOOL, AT THE JUNCTION OF A FARM ROAD
 DH0116'LEADING SOUTH, 50 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 82 FEET
 DH0116'EAST AND ACROSS THE FARM ROAD FROM THE NORTHEAST CORNER OF BEATRICE
 DH0116'KNIGHTS HOUSE, 43 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 3.5
 DH0116'FEET WEST OF A POWER POLE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS
 DH0116'POST, ABOUT 2.5 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 DH0116'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0070 ***********************************************************************
 DH0070  DESIGNATION -  C 243
 DH0070  PID         -  DH0070
 DH0070  STATE/COUNTY-  AL/ST CLAIR
 DH0070  USGS QUAD   -  STEELE (1972)
 DH0070
 DH0070                         *CURRENT SURVEY CONTROL
 DH0070  ___________________________________________________________________
 DH0070* NAD 83(1986)-  33 54 30.     (N)    086 14 21.     (W)     SCALED    
 DH0070* NAVD 88     -       182.603  (meters)     599.09   (feet)  ADJUSTED  
 DH0070  ___________________________________________________________________
 DH0070  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH0070  DYNAMIC HT  -         182.406 (meters)     598.44  (feet)  COMP
 DH0070  MODELED GRAV-     979,555.1   (mgal)                       NAVD 88
 DH0070
 DH0070  VERT ORDER  -  SECOND    CLASS 0
 DH0070
 DH0070.The horizontal coordinates were scaled from a topographic map and have
 DH0070.an estimated accuracy of +/- 6 seconds.
 DH0070
 DH0070.The orthometric height was determined by differential leveling
 DH0070.and adjusted by the National Geodetic Survey in June 1991..
 DH0070
 DH0070.The geoid height was determined by GEOID03.
 DH0070
 DH0070.The dynamic height is computed by dividing the NAVD 88
 DH0070.geopotential number by the normal gravity value computed on the
 DH0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0070.degrees latitude (g = 980.6199 gals.).
 DH0070
 DH0070.The modeled gravity was interpolated from observed gravity values.
 DH0070
 DH0070;                    North         East    Units  Estimated Accuracy
 DH0070;SPC AL E     -   378,010.      162,470.      MT  (+/- 180 meters Scaled)
 DH0070
 DH0070                          SUPERSEDED SURVEY CONTROL
 DH0070
 DH0070  NGVD 29 (??/??/92)  182.564  (m)          598.96   (f) ADJ UNCH    2 0
 DH0070
 DH0070.Superseded values are not recommended for survey control.
 DH0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0070.See file dsdata.txt to determine how the superseded data were derived.
 DH0070
 DH0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC703522(NAD 83)
 DH0070_MARKER: DB = BENCH MARK DISK
 DH0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0070_STAMPING: C 243 1947
 DH0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0070+STABILITY: SURFACE MOTION
 DH0070
 DH0070  HISTORY     - Date     Condition        Report By
 DH0070  HISTORY     - 1947     MONUMENTED       CGS
 DH0070
 DH0070                          STATION DESCRIPTION
 DH0070
 DH0070'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0070'2.7 MI SW FROM STEELE.
 DH0070'ABOUT 2.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 ALTERNATE FROM THE
 DH0070'POST OFFICE AT STEELE, AT THE RESIDENCE OF LOUIS HOLLINGSWORTH, 91
 DH0070'FEET EAST OF THE EAST CORNER OF THE STONE FARM HOUSE, 28 FEET
 DH0070'NORTHEAST OF THE CENTER LINE OF THE DRIVE WAY, 39 FEET NORTHWEST OF
 DH0070'AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE HIGHWAY, 10 FEET WEST OF
 DH0070'A POWER POLE, 20 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF
 DH0070'A FENCE LINE, 1 FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND IN
 DH0070'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1123 ***********************************************************************
 EE1123  DESIGNATION -  C 244
 EE1123  PID         -  EE1123
 EE1123  STATE/COUNTY-  AL/DE KALB
 EE1123  USGS QUAD   -  PORTERSVILLE (1975)
 EE1123
 EE1123                         *CURRENT SURVEY CONTROL
 EE1123  ___________________________________________________________________
 EE1123* NAD 83(1986)-  34 15 12.     (N)    085 51 27.     (W)     SCALED    
 EE1123* NAVD 88     -       242.661  (meters)     796.13   (feet)  ADJUSTED  
 EE1123  ___________________________________________________________________
 EE1123  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE1123  DYNAMIC HT  -         242.410 (meters)     795.31  (feet)  COMP
 EE1123  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 EE1123
 EE1123  VERT ORDER  -  SECOND    CLASS 0
 EE1123
 EE1123.The horizontal coordinates were scaled from a topographic map and have
 EE1123.an estimated accuracy of +/- 6 seconds.
 EE1123
 EE1123.The orthometric height was determined by differential leveling
 EE1123.and adjusted by the National Geodetic Survey in June 1991..
 EE1123
 EE1123.The geoid height was determined by GEOID03.
 EE1123
 EE1123.The dynamic height is computed by dividing the NAVD 88
 EE1123.geopotential number by the normal gravity value computed on the
 EE1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1123.degrees latitude (g = 980.6199 gals.).
 EE1123
 EE1123.The modeled gravity was interpolated from observed gravity values.
 EE1123
 EE1123;                    North         East    Units  Estimated Accuracy
 EE1123;SPC AL E     -   416,200.      197,770.      MT  (+/- 180 meters Scaled)
 EE1123
 EE1123                          SUPERSEDED SURVEY CONTROL
 EE1123
 EE1123  NGVD 29 (??/??/92)  242.652  (m)          796.10   (f) ADJ UNCH    2 0
 EE1123
 EE1123.Superseded values are not recommended for survey control.
 EE1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1123.See file dsdata.txt to determine how the superseded data were derived.
 EE1123
 EE1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC051908(NAD 83)
 EE1123_MARKER: DB = BENCH MARK DISK
 EE1123_SETTING: 66 = SET IN ROCK OUTCROP
 EE1123_SP_SET: ROCK OUTCROP
 EE1123_STAMPING: C 244 1947
 EE1123_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1123+STABILITY: POSITION/ELEVATION WELL
 EE1123
 EE1123  HISTORY     - Date     Condition        Report By
 EE1123  HISTORY     - 1947     MONUMENTED       CGS
 EE1123
 EE1123                          STATION DESCRIPTION
 EE1123
 EE1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1123'0.9 MI SW FROM COLLINSVILLE.
 EE1123'ABOUT 0.1 MILE SOUTHEAST, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG
 EE1123'BLACK TOP STREETS FROM THE ALABAMA GREAT SOUTHERN RAILROAD STATION
 EE1123'AT COLLINSVILLE, THENCE ABOUT 0.3 MILE EAST ALONG THE
 EE1123'COLLINSVILLE-LEESBURG COUNTY HIGHWAY, JUST WEST OF A LARGE ROCK
 EE1123'BENCH CUT ON THE NORTH SIDE OF THE HIGHWAY, 44 FEET NORTHEAST
 EE1123'OF THE CENTER LINE OF THE HIGHWAY, 103 FEET NORTHWEST OF THE
 EE1123'CENTER OF THE NORTHEAST STONE HEAD WALL OF A 24-INCH PIPE CULVERT,
 EE1123'53 FEET EAST OF THE CENTER OF THE NORTHEAST STONE HEAD WALL OF A
 EE1123'4-FOOT PIPE CULVERT, 5.5 FEET SOUTH OF A TRIANGULAR BLAZED 20-INCH
 EE1123'CEDAR TREE, 11 FEET NORTHWEST OF A TRIANGULAR BLAZED 6-INCH CEDAR
 EE1123'TREE, SET IN A LARGE ROCK OUTCROP, 1.4 FEET EAST OF THE WEST
 EE1123'EDGE OF THE ROCK AND ABOUT 1 FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1146 ***********************************************************************
 EE1146  DESIGNATION -  C 245
 EE1146  PID         -  EE1146
 EE1146  STATE/COUNTY-  AL/DE KALB
 EE1146  USGS QUAD   -  FORT PAYNE (1983)
 EE1146
 EE1146                         *CURRENT SURVEY CONTROL
 EE1146  ___________________________________________________________________
 EE1146* NAD 83(1986)-  34 24 53.     (N)    085 41 55.     (W)     SCALED    
 EE1146* NAVD 88     -       452.187  (meters)    1483.55   (feet)  ADJUSTED  
 EE1146  ___________________________________________________________________
 EE1146  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EE1146  DYNAMIC HT  -         451.718 (meters)    1482.01  (feet)  COMP
 EE1146  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 EE1146
 EE1146  VERT ORDER  -  SECOND    CLASS 0
 EE1146
 EE1146.The horizontal coordinates were scaled from a topographic map and have
 EE1146.an estimated accuracy of +/- 6 seconds.
 EE1146
 EE1146.The orthometric height was determined by differential leveling
 EE1146.and adjusted by the National Geodetic Survey in June 1991..
 EE1146
 EE1146.The geoid height was determined by GEOID03.
 EE1146
 EE1146.The dynamic height is computed by dividing the NAVD 88
 EE1146.geopotential number by the normal gravity value computed on the
 EE1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1146.degrees latitude (g = 980.6199 gals.).
 EE1146
 EE1146.The modeled gravity was interpolated from observed gravity values.
 EE1146
 EE1146;                    North         East    Units  Estimated Accuracy
 EE1146;SPC AL E     -   434,110.      212,390.      MT  (+/- 180 meters Scaled)
 EE1146
 EE1146                          SUPERSEDED SURVEY CONTROL
 EE1146
 EE1146  NGVD 29 (??/??/92)  452.180  (m)         1483.53   (f) ADJ UNCH    2 0
 EE1146
 EE1146.Superseded values are not recommended for survey control.
 EE1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1146.See file dsdata.txt to determine how the superseded data were derived.
 EE1146
 EE1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD195089(NAD 83)
 EE1146_MARKER: DB = BENCH MARK DISK
 EE1146_SETTING: 66 = SET IN ROCK OUTCROP
 EE1146_SP_SET: ROCK OUTCROP
 EE1146_STAMPING: C 245 1947
 EE1146_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1146+STABILITY: POSITION/ELEVATION WELL
 EE1146
 EE1146  HISTORY     - Date     Condition        Report By
 EE1146  HISTORY     - 1947     MONUMENTED       CGS
 EE1146
 EE1146                          STATION DESCRIPTION
 EE1146
 EE1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1146'2 MI NW FROM ADAMSBURG.
 EE1146'ABOUT 2.0 MILES NORTHWEST ALONG A ROAD TO FORT PAYNE FROM THE
 EE1146'SCHOOL AT ADAMSBURG, ABOUT 0.15 MILE NORTHWEST OF THE CHURCH
 EE1146'OF CHRIST, NEAR THE NORTHWEST CORNER OF THE YARD AT JESSIE T.
 EE1146'GREENWOODS FARM, 184 FEET NORTHEAST OF THE NORTH CORNER OF THE
 EE1146'FARM HOUSE, 137 FEET NORTHWEST OF THE CENTER LINE OF THE DRIVE
 EE1146'WAY TO THE HOUSE, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EE1146'ROAD, 18 FEET WEST OF R.E.A. POLE NO. 40, SET IN A LARGE FLAT
 EE1146'ROCK OUTCROP ABOUT 3.5 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1990 ***********************************************************************
 DG1990  DESIGNATION -  C 246
 DG1990  PID         -  DG1990
 DG1990  STATE/COUNTY-  AL/CALHOUN
 DG1990  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG1990
 DG1990                         *CURRENT SURVEY CONTROL
 DG1990  ___________________________________________________________________
 DG1990* NAD 83(1986)-  33 48 35.     (N)    085 45 41.     (W)     SCALED    
 DG1990* NAVD 88     -       205.440  (meters)     674.01   (feet)  ADJUSTED  
 DG1990  ___________________________________________________________________
 DG1990  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG1990  DYNAMIC HT  -         205.220 (meters)     673.29  (feet)  COMP
 DG1990  MODELED GRAV-     979,563.9   (mgal)                       NAVD 88
 DG1990
 DG1990  VERT ORDER  -  SECOND    CLASS 0
 DG1990
 DG1990.The horizontal coordinates were scaled from a topographic map and have
 DG1990.an estimated accuracy of +/- 6 seconds.
 DG1990
 DG1990.The orthometric height was determined by differential leveling
 DG1990.and adjusted by the National Geodetic Survey in June 1991..
 DG1990
 DG1990.The geoid height was determined by GEOID03.
 DG1990
 DG1990.The dynamic height is computed by dividing the NAVD 88
 DG1990.geopotential number by the normal gravity value computed on the
 DG1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1990.degrees latitude (g = 980.6199 gals.).
 DG1990
 DG1990.The modeled gravity was interpolated from observed gravity values.
 DG1990
 DG1990;                    North         East    Units  Estimated Accuracy
 DG1990;SPC AL E     -   367,000.      206,660.      MT  (+/- 180 meters Scaled)
 DG1990
 DG1990                          SUPERSEDED SURVEY CONTROL
 DG1990
 DG1990  NGVD 29 (??/??/92)  205.366  (m)          673.77   (f) ADJ UNCH    2 0
 DG1990
 DG1990.Superseded values are not recommended for survey control.
 DG1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1990.See file dsdata.txt to determine how the superseded data were derived.
 DG1990
 DG1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC146417(NAD 83)
 DG1990_MARKER: DB = BENCH MARK DISK
 DG1990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1990_SP_SET: CULVERT
 DG1990_STAMPING: C 246 1948
 DG1990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1990
 DG1990  HISTORY     - Date     Condition        Report By
 DG1990  HISTORY     - 1948     MONUMENTED       CGS
 DG1990
 DG1990                          STATION DESCRIPTION
 DG1990
 DG1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1990'0.4 MI S FROM JACKSONVILLE.
 DG1990'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 DG1990'AT JACKSONVILLE, SET IN THE TOP OF THE SOUTH END OF THE EAST HEAD
 DG1990'WALL OF A 20-FOOT DOUBLE CONCRETE CULVERT OVER A CREEK, 15 FEET EAST
 DG1990'OF THE EAST CURB OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY
 DG1990'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2012 ***********************************************************************
 DG2012  DESIGNATION -  C 247
 DG2012  PID         -  DG2012
 DG2012  STATE/COUNTY-  AL/CALHOUN
 DG2012  USGS QUAD   -  JACKSONVILLE EAST (1983)
 DG2012
 DG2012                         *CURRENT SURVEY CONTROL
 DG2012  ___________________________________________________________________
 DG2012* NAD 83(1986)-  33 48 05.     (N)    085 40 58.     (W)     SCALED    
 DG2012* NAVD 88     -       260.100  (meters)     853.34   (feet)  ADJUSTED  
 DG2012  ___________________________________________________________________
 DG2012  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG2012  DYNAMIC HT  -         259.821 (meters)     852.43  (feet)  COMP
 DG2012  MODELED GRAV-     979,559.5   (mgal)                       NAVD 88
 DG2012
 DG2012  VERT ORDER  -  SECOND    CLASS 0
 DG2012
 DG2012.The horizontal coordinates were scaled from a topographic map and have
 DG2012.an estimated accuracy of +/- 6 seconds.
 DG2012
 DG2012.The orthometric height was determined by differential leveling
 DG2012.and adjusted by the National Geodetic Survey in June 1991..
 DG2012
 DG2012.The geoid height was determined by GEOID03.
 DG2012
 DG2012.The dynamic height is computed by dividing the NAVD 88
 DG2012.geopotential number by the normal gravity value computed on the
 DG2012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2012.degrees latitude (g = 980.6199 gals.).
 DG2012
 DG2012.The modeled gravity was interpolated from observed gravity values.
 DG2012
 DG2012;                    North         East    Units  Estimated Accuracy
 DG2012;SPC AL E     -   366,090.      213,940.      MT  (+/- 180 meters Scaled)
 DG2012
 DG2012                          SUPERSEDED SURVEY CONTROL
 DG2012
 DG2012  NGVD 29 (??/??/92)  260.022  (m)          853.09   (f) ADJ UNCH    2 0
 DG2012
 DG2012.Superseded values are not recommended for survey control.
 DG2012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2012.See file dsdata.txt to determine how the superseded data were derived.
 DG2012
 DG2012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC219409(NAD 83)
 DG2012_MARKER: DB = BENCH MARK DISK
 DG2012_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG2012_SP_SET: CULVERT
 DG2012_STAMPING: C 247 1948
 DG2012_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2012
 DG2012  HISTORY     - Date     Condition        Report By
 DG2012  HISTORY     - 1948     MONUMENTED       CGS
 DG2012
 DG2012                          STATION DESCRIPTION
 DG2012
 DG2012'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2012'2.5 MI SW FROM RABBITTOWN.
 DG2012'ABOUT 2.45 MILES SOUTHWEST ALONG A ROAD TO WHITES GAP FROM THE
 DG2012'CHURCH AND CEMETERY AT RABBITTOWN, ABOUT 0.8 MILE SOUTHWEST OF
 DG2012'TOMPKINS STORE AT JENKINS, AT HOLLEYS CROSSROADS, 43 FEET EAST OF
 DG2012'THE CENTER LINE OF THE PIEDMONT-WHITE PLAINS ROAD, 23 FEET
 DG2012'SOUTHWEST OF THE CENTER LINE OF THE RABBITTOWN-WHITES GAP ROAD,
 DG2012'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF
 DG2012'A 2-FOOT CONCRETE CULVERT UNDER THE NORTH-SOUTH ROAD, 1.8 FEET
 DG2012'NORTHEAST OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT 1.5
 DG2012'FEET ABOVE THE NORTH-SOUTH ROAD.  NOTE-- MARK IS ABOUT 4.05 MILES
 DG2012'NORTH ALONG THE PIEDMONT ROAD FROM THE HIGH SCHOOL AT WHITE
 DG2012'PLAINS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1987 ***********************************************************************
 DG1987  DESIGNATION -  C 248
 DG1987  PID         -  DG1987
 DG1987  STATE/COUNTY-  AL/CALHOUN
 DG1987  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG1987
 DG1987                         *CURRENT SURVEY CONTROL
 DG1987  ___________________________________________________________________
 DG1987* NAD 83(1986)-  33 46 55.     (N)    085 45 42.     (W)     SCALED    
 DG1987* NAVD 88     -       214.842  (meters)     704.86   (feet)  ADJUSTED  
 DG1987  ___________________________________________________________________
 DG1987  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1987  DYNAMIC HT  -         214.612 (meters)     704.11  (feet)  COMP
 DG1987  MODELED GRAV-     979,560.3   (mgal)                       NAVD 88
 DG1987
 DG1987  VERT ORDER  -  SECOND    CLASS 0
 DG1987
 DG1987.The horizontal coordinates were scaled from a topographic map and have
 DG1987.an estimated accuracy of +/- 6 seconds.
 DG1987
 DG1987.The orthometric height was determined by differential leveling
 DG1987.and adjusted by the National Geodetic Survey in June 1991..
 DG1987
 DG1987.The geoid height was determined by GEOID03.
 DG1987
 DG1987.The dynamic height is computed by dividing the NAVD 88
 DG1987.geopotential number by the normal gravity value computed on the
 DG1987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1987.degrees latitude (g = 980.6199 gals.).
 DG1987
 DG1987.The modeled gravity was interpolated from observed gravity values.
 DG1987
 DG1987;                    North         East    Units  Estimated Accuracy
 DG1987;SPC AL E     -   363,920.      206,640.      MT  (+/- 180 meters Scaled)
 DG1987
 DG1987                          SUPERSEDED SURVEY CONTROL
 DG1987
 DG1987  NGVD 29 (??/??/92)  214.766  (m)          704.61   (f) ADJ UNCH    2 0
 DG1987
 DG1987.Superseded values are not recommended for survey control.
 DG1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1987.See file dsdata.txt to determine how the superseded data were derived.
 DG1987
 DG1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC146386(NAD 83)
 DG1987_MARKER: DB = BENCH MARK DISK
 DG1987_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1987_SP_SET: BRIDGE
 DG1987_STAMPING: C 248 1948
 DG1987_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1987
 DG1987  HISTORY     - Date     Condition        Report By
 DG1987  HISTORY     - 1948     MONUMENTED       CGS
 DG1987
 DG1987                          STATION DESCRIPTION
 DG1987
 DG1987'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1987'2.3 MI S FROM JACKSONVILLE.
 DG1987'ABOUT 2.3 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 DG1987'AT JACKSONVILLE, AT THE Y JUNCTION OF A PAVED ROAD LEADING NORTHEAST,
 DG1987'23.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET NORTHWEST
 DG1987'OF THE CENTER LINE OF THE ROAD NORTHEAST, SET IN THE TOP OF THE
 DG1987'SOUTH END OF THE EAST HEAD WALL OF A 65-FOOT CONCRETE BRIDGE OVER
 DG1987'A CREEK, AND ABOUT 1 FOOT BELOW THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1851 ***********************************************************************
 DG1851  DESIGNATION -  C 249
 DG1851  PID         -  DG1851
 DG1851  STATE/COUNTY-  AL/CLEBURNE
 DG1851  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1851
 DG1851                         *CURRENT SURVEY CONTROL
 DG1851  ___________________________________________________________________
 DG1851* NAD 83(1986)-  33 32 12.     (N)    085 38 46.     (W)     SCALED    
 DG1851* NAVD 88     -       268.029  (meters)     879.36   (feet)  ADJUSTED  
 DG1851  ___________________________________________________________________
 DG1851  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1851  DYNAMIC HT  -         267.734 (meters)     878.39  (feet)  COMP
 DG1851  MODELED GRAV-     979,528.4   (mgal)                       NAVD 88
 DG1851
 DG1851  VERT ORDER  -  SECOND    CLASS 0
 DG1851
 DG1851.The horizontal coordinates were scaled from a topographic map and have
 DG1851.an estimated accuracy of +/- 6 seconds.
 DG1851
 DG1851.The orthometric height was determined by differential leveling
 DG1851.and adjusted by the National Geodetic Survey in June 1991..
 DG1851
 DG1851.The geoid height was determined by GEOID03.
 DG1851
 DG1851.The dynamic height is computed by dividing the NAVD 88
 DG1851.geopotential number by the normal gravity value computed on the
 DG1851.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1851.degrees latitude (g = 980.6199 gals.).
 DG1851
 DG1851.The modeled gravity was interpolated from observed gravity values.
 DG1851
 DG1851;                    North         East    Units  Estimated Accuracy
 DG1851;SPC AL E     -   336,730.      217,390.      MT  (+/- 180 meters Scaled)
 DG1851
 DG1851                          SUPERSEDED SURVEY CONTROL
 DG1851
 DG1851  NGVD 29 (??/??/92)  267.965  (m)          879.15   (f) ADJ UNCH    2 0
 DG1851
 DG1851.Superseded values are not recommended for survey control.
 DG1851.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1851.See file dsdata.txt to determine how the superseded data were derived.
 DG1851
 DG1851_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC257116(NAD 83)
 DG1851_MARKER: DB = BENCH MARK DISK
 DG1851_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1851_SP_SET: CULVERT
 DG1851_STAMPING: C 249 1948
 DG1851_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1851
 DG1851  HISTORY     - Date     Condition        Report By
 DG1851  HISTORY     - 1948     MONUMENTED       CGS
 DG1851
 DG1851                          STATION DESCRIPTION
 DG1851
 DG1851'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1851'1 MI NW FROM HOLLIS SCHOOL.
 DG1851'ABOUT 1.05 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE
 DG1851'INTERSECTION OF STATE HIGHWAY 9 AT HOLLIS SCHOOL, ABOUT 0.5 MILE
 DG1851'SOUTHEAST OF THE BAPTIST CHURCH AT CHULAFINNEE, ABOUT 0.2 MILE
 DG1851'SOUTH OF A CROSS ROAD, ABOUT 1.2 MILES SOUTHEAST OF THE BRIDGE
 DG1851'OVER CHULAFINNEE CREEK, SET IN THE TOP OF THE NORTH END OF THE
 DG1851'WEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 25 FEET WEST OF THE
 DG1851'CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT BELOW THE HIGHWAY
 DG1851'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1677 ***********************************************************************
 DG1677  DESIGNATION -  C 250
 DG1677  PID         -  DG1677
 DG1677  STATE/COUNTY-  AL/CLEBURNE
 DG1677  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG1677
 DG1677                         *CURRENT SURVEY CONTROL
 DG1677  ___________________________________________________________________
 DG1677* NAD 83(1986)-  33 28 23.     (N)    085 48 17.     (W)     SCALED    
 DG1677* NAVD 88     -       578.276  (meters)    1897.23   (feet)  ADJUSTED  
 DG1677  ___________________________________________________________________
 DG1677  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DG1677  DYNAMIC HT  -         577.635 (meters)    1895.12  (feet)  COMP
 DG1677  MODELED GRAV-     979,508.5   (mgal)                       NAVD 88
 DG1677
 DG1677  VERT ORDER  -  SECOND    CLASS 0
 DG1677
 DG1677.The horizontal coordinates were scaled from a topographic map and have
 DG1677.an estimated accuracy of +/- 6 seconds.
 DG1677
 DG1677.The orthometric height was determined by differential leveling
 DG1677.and adjusted by the National Geodetic Survey in June 1991..
 DG1677
 DG1677.The geoid height was determined by GEOID03.
 DG1677
 DG1677.The dynamic height is computed by dividing the NAVD 88
 DG1677.geopotential number by the normal gravity value computed on the
 DG1677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1677.degrees latitude (g = 980.6199 gals.).
 DG1677
 DG1677.The modeled gravity was interpolated from observed gravity values.
 DG1677
 DG1677;                    North         East    Units  Estimated Accuracy
 DG1677;SPC AL E     -   329,660.      202,660.      MT  (+/- 180 meters Scaled)
 DG1677
 DG1677                          SUPERSEDED SURVEY CONTROL
 DG1677
 DG1677  NGVD 29 (??/??/92)  578.207  (m)         1897.00   (f) ADJ UNCH    2 0
 DG1677
 DG1677.Superseded values are not recommended for survey control.
 DG1677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1677.See file dsdata.txt to determine how the superseded data were derived.
 DG1677
 DG1677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC110043(NAD 83)
 DG1677_MARKER: DB = BENCH MARK DISK
 DG1677_SETTING: 80 = SET IN A BOULDER
 DG1677_SP_SET: BOULDER
 DG1677_STAMPING: C 250 1948
 DG1677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1677+STABILITY: SURFACE MOTION
 DG1677
 DG1677  HISTORY     - Date     Condition        Report By
 DG1677  HISTORY     - 1948     MONUMENTED       CGS
 DG1677  HISTORY     - 1969     MARK NOT FOUND   USGS
 DG1677
 DG1677                          STATION DESCRIPTION
 DG1677
 DG1677'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1677'6.2 MI NW FROM UNION.
 DG1677'ABOUT 3.75 MILES NORTH ALONG A ROAD FROM THE UNION BAPTIST
 DG1677'CHURCH AND CEMETERY THENCE ABOUT 2.5 MILES SOUTHWEST ALONG THE
 DG1677'SKYLINE MOTORWAY LEADING TO CHEAHA LOOKOUT TOWER, ABOUT 0.65
 DG1677'MILE NORTHEAST OF A CROSSROAD, 22 FEET NORTHWEST OF THE CENTER
 DG1677'LINE OF THE ROAD, IN THE TOP AND 11 FEET NORTHWEST OF THE
 DG1677'SOUTHEAST CORNER OF A 22 BY 8 FOOT TRIANGULAR SHAPED FLAT BOULDER,
 DG1677'3.5 FEET NORTH OF THE SOUTH EDGE OF THE BOULDER AND ABOUT 2
 DG1677'FEET ABOVE THE ROAD.
 DG1677
 DG1677                          STATION RECOVERY (1969)
 DG1677
 DG1677'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DG1677'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1109 ***********************************************************************
 EE1109  DESIGNATION -  C 251
 EE1109  PID         -  EE1109
 EE1109  STATE/COUNTY-  AL/CHEROKEE
 EE1109  USGS QUAD   -  CENTRE (1986)
 EE1109
 EE1109                         *CURRENT SURVEY CONTROL
 EE1109  ___________________________________________________________________
 EE1109* NAD 83(1986)-  34 11 28.     (N)    085 37 43.     (W)     SCALED    
 EE1109* NAVD 88     -       171.001  (meters)     561.03   (feet)  ADJUSTED  
 EE1109  ___________________________________________________________________
 EE1109  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE1109  DYNAMIC HT  -         170.825 (meters)     560.45  (feet)  COMP
 EE1109  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 EE1109
 EE1109  VERT ORDER  -  SECOND    CLASS 0
 EE1109
 EE1109.The horizontal coordinates were scaled from a topographic map and have
 EE1109.an estimated accuracy of +/- 6 seconds.
 EE1109
 EE1109.The orthometric height was determined by differential leveling
 EE1109.and adjusted by the National Geodetic Survey in June 1991..
 EE1109
 EE1109.The geoid height was determined by GEOID03.
 EE1109
 EE1109.The dynamic height is computed by dividing the NAVD 88
 EE1109.geopotential number by the normal gravity value computed on the
 EE1109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1109.degrees latitude (g = 980.6199 gals.).
 EE1109
 EE1109.The modeled gravity was interpolated from observed gravity values.
 EE1109
 EE1109;                    North         East    Units  Estimated Accuracy
 EE1109;SPC AL E     -   409,320.      218,870.      MT  (+/- 180 meters Scaled)
 EE1109
 EE1109                          SUPERSEDED SURVEY CONTROL
 EE1109
 EE1109  NGVD 29 (??/??/92)  170.965  (m)          560.91   (f) ADJ UNCH    2 0
 EE1109
 EE1109.Superseded values are not recommended for survey control.
 EE1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1109.See file dsdata.txt to determine how the superseded data were derived.
 EE1109
 EE1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC263841(NAD 83)
 EE1109_MARKER: DB = BENCH MARK DISK
 EE1109_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1109_SP_SET: CULVERT
 EE1109_STAMPING: C 251 1947
 EE1109_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1109
 EE1109  HISTORY     - Date     Condition        Report By
 EE1109  HISTORY     - 1947     MONUMENTED       CGS
 EE1109
 EE1109                          STATION DESCRIPTION
 EE1109
 EE1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1109'2.4 MI SW FROM CEDAR BLUFF.
 EE1109'ABOUT 2.35 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE BANK
 EE1109'BUILDING AT CEDAR BLUFF, ABOUT 100 YARDS SOUTHWEST OF A CONCRETE
 EE1109'BRIDGE, IN THE FORKS OF THE Y JUNCTION OF A DIRT ROAD LEADING
 EE1109'WEST, SET IN THE EAST END OF AN L SHAPED CONCRETE HEAD WALL OF A
 EE1109'CONCRETE PIPE CULVERT UNDER THE SIDE ROAD, 22 FEET SOUTH OF THE
 EE1109'CENTER LINE OF THE DIRT ROAD, 31.5 FEET NORTHWEST OF THE CENTER
 EE1109'LINE OF THE HIGHWAY AND ABOUT 2 FEET BELOW THE JUNCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1464 ***********************************************************************
 EE1464  DESIGNATION -  C 252
 EE1464  PID         -  EE1464
 EE1464  STATE/COUNTY-  AL/CHEROKEE
 EE1464  USGS QUAD   -  MELSON (1982)
 EE1464
 EE1464                         *CURRENT SURVEY CONTROL
 EE1464  ___________________________________________________________________
 EE1464* NAD 83(1986)-  34 10 28.     (N)    085 28 45.     (W)     SCALED    
 EE1464* NAVD 88     -       172.366  (meters)     565.50   (feet)  ADJUSTED  
 EE1464  ___________________________________________________________________
 EE1464  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1464  DYNAMIC HT  -         172.188 (meters)     564.92  (feet)  COMP
 EE1464  MODELED GRAV-     979,598.1   (mgal)                       NAVD 88
 EE1464
 EE1464  VERT ORDER  -  SECOND    CLASS 0
 EE1464
 EE1464.The horizontal coordinates were scaled from a topographic map and have
 EE1464.an estimated accuracy of +/- 6 seconds.
 EE1464
 EE1464.The orthometric height was determined by differential leveling
 EE1464.and adjusted by the National Geodetic Survey in June 1991..
 EE1464
 EE1464.The geoid height was determined by GEOID03.
 EE1464
 EE1464.The dynamic height is computed by dividing the NAVD 88
 EE1464.geopotential number by the normal gravity value computed on the
 EE1464.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1464.degrees latitude (g = 980.6199 gals.).
 EE1464
 EE1464.The modeled gravity was interpolated from observed gravity values.
 EE1464
 EE1464;                    North         East    Units  Estimated Accuracy
 EE1464;SPC AL E     -   407,510.      232,650.      MT  (+/- 180 meters Scaled)
 EE1464
 EE1464                          SUPERSEDED SURVEY CONTROL
 EE1464
 EE1464  NGVD 29 (??/??/92)  172.313  (m)          565.33   (f) ADJ UNCH    2 0
 EE1464
 EE1464.Superseded values are not recommended for survey control.
 EE1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1464.See file dsdata.txt to determine how the superseded data were derived.
 EE1464
 EE1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC401825(NAD 83)
 EE1464_MARKER: DB = BENCH MARK DISK
 EE1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1464_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1464_STAMPING: C 252 1947
 EE1464_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1464+STABILITY: SURFACE MOTION
 EE1464
 EE1464  HISTORY     - Date     Condition        Report By
 EE1464  HISTORY     - 1947     MONUMENTED       CGS
 EE1464
 EE1464                          STATION DESCRIPTION
 EE1464
 EE1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1464'2.8 MI SE FROM ALEXIS.
 EE1464'ABOUT 1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 EE1464'ALEXIS THENCE ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD LEADING
 EE1464'VIA STATE LINE BAPTIST CHURCH TO CEDAR CREEK BAPTIST CHURCH,
 EE1464'ABOUT 1.0 MILE EAST OF LINDSEYS BROTHERS STORE, ABOUT 0.2 MILE
 EE1464'WEST OF A STEEL BRIDGE OVER A STREAM, ON THE NORTHWEST SIDE OF A
 EE1464'RIGHT ANGLE TURN IN THE ROAD WITH TANGENTS SOUTH AND EAST, 30
 EE1464'FEET WEST OF THE PROLONGED CENTER LINE OF THE SOUTH TANGENT,
 EE1464'16 FEET NORTH OF THE PROLONGED CENTER LINE OF THE EAST TANGENT, 58
 EE1464'FEET SOUTH OF A REA POWER POLE, ABOUT 14 FEET SOUTHWEST OF THE
 EE1464'CENTER LINE OF A FIELD ROAD, 27 FEET WEST-SOUTHWEST OF A
 EE1464'TRIANGULAR BLAZED 26-INCH GUM TREE, 3 FEET SOUTH OF A WHITE WOODEN
 EE1464'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 EE1464'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1152 ***********************************************************************
 EE1152  DESIGNATION -  C 253
 EE1152  PID         -  EE1152
 EE1152  STATE/COUNTY-  AL/CHEROKEE
 EE1152  USGS QUAD   -  JAMESTOWN (1984)
 EE1152
 EE1152                         *CURRENT SURVEY CONTROL
 EE1152  ___________________________________________________________________
 EE1152* NAD 83(1986)-  34 23 22.     (N)    085 36 59.     (W)     SCALED    
 EE1152* NAVD 88     -       379.805  (meters)    1246.08   (feet)  ADJUSTED  
 EE1152  ___________________________________________________________________
 EE1152  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 EE1152  DYNAMIC HT  -         379.415 (meters)    1244.80  (feet)  COMP
 EE1152  MODELED GRAV-     979,595.1   (mgal)                       NAVD 88
 EE1152
 EE1152  VERT ORDER  -  SECOND    CLASS 0
 EE1152
 EE1152.The horizontal coordinates were scaled from a topographic map and have
 EE1152.an estimated accuracy of +/- 6 seconds.
 EE1152
 EE1152.The orthometric height was determined by differential leveling
 EE1152.and adjusted by the National Geodetic Survey in June 1991..
 EE1152
 EE1152.The geoid height was determined by GEOID03.
 EE1152
 EE1152.The dynamic height is computed by dividing the NAVD 88
 EE1152.geopotential number by the normal gravity value computed on the
 EE1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1152.degrees latitude (g = 980.6199 gals.).
 EE1152
 EE1152.The modeled gravity was interpolated from observed gravity values.
 EE1152
 EE1152;                    North         East    Units  Estimated Accuracy
 EE1152;SPC AL E     -   431,320.      219,950.      MT  (+/- 180 meters Scaled)
 EE1152
 EE1152                          SUPERSEDED SURVEY CONTROL
 EE1152
 EE1152  NGVD 29 (??/??/92)  379.789  (m)         1246.02   (f) ADJ UNCH    2 0
 EE1152
 EE1152.Superseded values are not recommended for survey control.
 EE1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1152.See file dsdata.txt to determine how the superseded data were derived.
 EE1152
 EE1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD271062(NAD 83)
 EE1152_MARKER: DB = BENCH MARK DISK
 EE1152_SETTING: 66 = SET IN ROCK OUTCROP
 EE1152_SP_SET: ROCK OUTCROP
 EE1152_STAMPING: C 253 1948
 EE1152_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1152+STABILITY: POSITION/ELEVATION WELL
 EE1152
 EE1152  HISTORY     - Date     Condition        Report By
 EE1152  HISTORY     - 1948     MONUMENTED       CGS
 EE1152  HISTORY     - 1966     GOOD             NGS
 EE1152
 EE1152                          STATION DESCRIPTION
 EE1152
 EE1152'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1152'1.8 MI NW FROM BLANCHE.
 EE1152'ABOUT 1.85 MILES NORTHWEST ALONG THE ADMSBURG ROAD FROM THE
 EE1152'TENNESSEE, ALABAMA AND GEORGIA RAILWAY CROSSING AT BLANCHE, ABOUT
 EE1152'0.8 MILE SOUTHEAST OF THE DE KALB-CHEROKEE COUNTY LINE AND
 EE1152'THE BRIDGE OVER LITTLE RIVER, ABOUT 0.55 MILE NORTHWEST OF THE
 EE1152'JUNCTION OF A ROAD LEADING SOUTHWEST, 82 FEET NORTHEAST OF THE
 EE1152'CENTER LINE OF THE ROAD, SET IN THE TOP OF A HUGE OUTCROPPING
 EE1152'OF SANDSTONE, ABOUT 5 FEET SOUTHEAST OF THE HIGHEST POINT OF
 EE1152'THE OUTCROP AND ABOUT 5 FEET ABOVE THE ROAD.
 EE1152
 EE1152                          STATION RECOVERY (1966)
 EE1152
 EE1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EE1152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1773 ***********************************************************************
 DG1773  DESIGNATION -  C 254
 DG1773  PID         -  DG1773
 DG1773  STATE/COUNTY-  AL/CLEBURNE
 DG1773  USGS QUAD   -  PIEDMONT (1983)
 DG1773
 DG1773                         *CURRENT SURVEY CONTROL
 DG1773  ___________________________________________________________________
 DG1773* NAD 83(1986)-  33 54 23.     (N)    085 30 43.     (W)     SCALED    
 DG1773* NAVD 88     -       228.152  (meters)     748.53   (feet)  ADJUSTED  
 DG1773  ___________________________________________________________________
 DG1773  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1773  DYNAMIC HT  -         227.910 (meters)     747.73  (feet)  COMP
 DG1773  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DG1773
 DG1773  VERT ORDER  -  FIRST     CLASS II
 DG1773
 DG1773.The horizontal coordinates were scaled from a topographic map and have
 DG1773.an estimated accuracy of +/- 6 seconds.
 DG1773
 DG1773.The orthometric height was determined by differential leveling
 DG1773.and adjusted by the National Geodetic Survey in June 1991..
 DG1773
 DG1773.The geoid height was determined by GEOID03.
 DG1773
 DG1773.The dynamic height is computed by dividing the NAVD 88
 DG1773.geopotential number by the normal gravity value computed on the
 DG1773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1773.degrees latitude (g = 980.6199 gals.).
 DG1773
 DG1773.The modeled gravity was interpolated from observed gravity values.
 DG1773
 DG1773;                    North         East    Units  Estimated Accuracy
 DG1773;SPC AL E     -   377,770.      229,720.      MT  (+/- 180 meters Scaled)
 DG1773
 DG1773                          SUPERSEDED SURVEY CONTROL
 DG1773
 DG1773  NGVD 29 (??/??/92)  228.08   (m)          748.3    (f) COMPUTED    1 2
 DG1773
 DG1773.Superseded values are not recommended for survey control.
 DG1773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1773.See file dsdata.txt to determine how the superseded data were derived.
 DG1773
 DG1773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC375527(NAD 83)
 DG1773_MARKER: DB = BENCH MARK DISK
 DG1773_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1773_SP_SET: CULVERT
 DG1773_STAMPING: C 254 1948
 DG1773_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1773
 DG1773  HISTORY     - Date     Condition        Report By
 DG1773  HISTORY     - 1948     MONUMENTED       CGS
 DG1773
 DG1773                          STATION DESCRIPTION
 DG1773
 DG1773'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1773'2.9 MI SW FROM BORDEN SPRINGS.
 DG1773'ABOUT 2.9 MILES SOUTHWEST ALONG THE SEABOARD AIRLINE RAILWAY
 DG1773'FROM THE STATION AT BORDEN SPRINGS, ABOUT 12 1/2 RAILS NORTHEAST
 DG1773'OF MILE POST 649, SET IN THE TOP OF THE SOUTHWEST END OF THE
 DG1773'NORTHWEST HEAD WALL OF A 10-FOOT CONCRETE ARCH CULVERT OVER
 DG1773'A SMALL STREAM, 22 FEET NORTHWEST OF THE NORTHWEST RAIL AND
 DG1773'ABOUT 10 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0801 ***********************************************************************
 EE0801  DESIGNATION -  C 255
 EE0801  PID         -  EE0801
 EE0801  STATE/COUNTY-  AL/CHEROKEE
 EE0801  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE0801
 EE0801                         *CURRENT SURVEY CONTROL
 EE0801  ___________________________________________________________________
 EE0801* NAD 83(1986)-  34 05 18.     (N)    085 28 17.     (W)     SCALED    
 EE0801* NAVD 88     -       205.497  (meters)     674.20   (feet)  ADJUSTED  
 EE0801  ___________________________________________________________________
 EE0801  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE0801  DYNAMIC HT  -         205.283 (meters)     673.50  (feet)  COMP
 EE0801  MODELED GRAV-     979,589.3   (mgal)                       NAVD 88
 EE0801
 EE0801  VERT ORDER  -  SECOND    CLASS 0
 EE0801
 EE0801.The horizontal coordinates were scaled from a topographic map and have
 EE0801.an estimated accuracy of +/- 6 seconds.
 EE0801
 EE0801.The orthometric height was determined by differential leveling
 EE0801.and adjusted by the National Geodetic Survey in June 1991..
 EE0801
 EE0801.The geoid height was determined by GEOID03.
 EE0801
 EE0801.The dynamic height is computed by dividing the NAVD 88
 EE0801.geopotential number by the normal gravity value computed on the
 EE0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0801.degrees latitude (g = 980.6199 gals.).
 EE0801
 EE0801.The modeled gravity was interpolated from observed gravity values.
 EE0801
 EE0801;                    North         East    Units  Estimated Accuracy
 EE0801;SPC AL E     -   397,960.      233,400.      MT  (+/- 180 meters Scaled)
 EE0801
 EE0801                          SUPERSEDED SURVEY CONTROL
 EE0801
 EE0801  NGVD 29 (??/??/92)  205.420  (m)          673.95   (f) ADJ UNCH    2 0
 EE0801
 EE0801.Superseded values are not recommended for survey control.
 EE0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0801.See file dsdata.txt to determine how the superseded data were derived.
 EE0801
 EE0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC410730(NAD 83)
 EE0801_MARKER: DB = BENCH MARK DISK
 EE0801_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0801_SP_SET: CULVERT
 EE0801_STAMPING: C 255 1948
 EE0801_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0801
 EE0801  HISTORY     - Date     Condition        Report By
 EE0801  HISTORY     - 1948     MONUMENTED       CGS
 EE0801  HISTORY     - 1959     GOOD             NGS
 EE0801
 EE0801                          STATION DESCRIPTION
 EE0801
 EE0801'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EE0801'0.6 MI W FROM FORNEY.
 EE0801'ABOUT 0.6 MILE WESTERLY ALONG NO. 411 U.S. HIGHWAY FROM CROSSROADS
 EE0801'AT FORNEY, ABOUT 50 YARDS E OF THE W END OF A LONG EASY CURVE, 25
 EE0801'FEET NNE OF CENTER LINE OF 20-FOOT HIGHWAY PAVEMENT, 3.2 FEET
 EE0801'LOWER THAN SAME, SET IN A DRILL HOLE, 0.5 FOOT WNW OF E END OF
 EE0801'NNE HEADWALL OF A 6- BY 6- BY 48-FOOT CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1047 ***********************************************************************
 EE1047  DESIGNATION -  C 256
 EE1047  PID         -  EE1047
 EE1047  STATE/COUNTY-  AL/CHEROKEE
 EE1047  USGS QUAD   -  ELLISVILLE (1986)
 EE1047
 EE1047                         *CURRENT SURVEY CONTROL
 EE1047  ___________________________________________________________________
 EE1047* NAD 83(1986)-  34 01 52.     (N)    085 30 28.     (W)     SCALED    
 EE1047* NAVD 88     -       226.057  (meters)     741.66   (feet)  ADJUSTED  
 EE1047  ___________________________________________________________________
 EE1047  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE1047  DYNAMIC HT  -         225.821 (meters)     740.88  (feet)  COMP
 EE1047  MODELED GRAV-     979,583.7   (mgal)                       NAVD 88
 EE1047
 EE1047  VERT ORDER  -  SECOND    CLASS 0
 EE1047
 EE1047.The horizontal coordinates were scaled from a topographic map and have
 EE1047.an estimated accuracy of +/- 6 seconds.
 EE1047
 EE1047.The orthometric height was determined by differential leveling
 EE1047.and adjusted by the National Geodetic Survey in June 1991..
 EE1047
 EE1047.The geoid height was determined by GEOID03.
 EE1047
 EE1047.The dynamic height is computed by dividing the NAVD 88
 EE1047.geopotential number by the normal gravity value computed on the
 EE1047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1047.degrees latitude (g = 980.6199 gals.).
 EE1047
 EE1047.The modeled gravity was interpolated from observed gravity values.
 EE1047
 EE1047;                    North         East    Units  Estimated Accuracy
 EE1047;SPC AL E     -   391,600.      230,060.      MT  (+/- 180 meters Scaled)
 EE1047
 EE1047                          SUPERSEDED SURVEY CONTROL
 EE1047
 EE1047  NGVD 29 (??/??/92)  225.98   (m)          741.4    (f) COMPUTED    2 0
 EE1047
 EE1047.Superseded values are not recommended for survey control.
 EE1047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1047.See file dsdata.txt to determine how the superseded data were derived.
 EE1047
 EE1047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC377666(NAD 83)
 EE1047_MARKER: DB = BENCH MARK DISK
 EE1047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1047_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1047_STAMPING: C 256 1948
 EE1047_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1047+STABILITY: SURFACE MOTION
 EE1047
 EE1047  HISTORY     - Date     Condition        Report By
 EE1047  HISTORY     - 1948     MONUMENTED       CGS
 EE1047
 EE1047                          STATION DESCRIPTION
 EE1047
 EE1047'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1047'1 MI W FROM ROCK RUN.
 EE1047'ABOUT 1.05 MILES WEST ALONG A COUNTY ROAD FROM HARDINS STORE AT
 EE1047'ROCK RUN, NEAR THE SOUTHWEST END OF A CURVE WITH TANGENTS EAST
 EE1047'AND SOUTHWEST, AT THE FOOT OF A GRADE, 25 FEET SOUTHEAST OF THE
 EE1047'CENTER LINE OF THE ROAD, 25 FEET NORTH OF A 12-INCH TRIANGULAR
 EE1047'BLAZED TREE, 30 FEET SOUTHWEST OF A TWIN-TRUNK OAK TREE, 5 FEET
 EE1047'SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN
 EE1047'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 EE1047'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1807 ***********************************************************************
 DG1807  DESIGNATION -  C 257
 DG1807  PID         -  DG1807
 DG1807  STATE/COUNTY-  AL/CALHOUN
 DG1807  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG1807
 DG1807                         *CURRENT SURVEY CONTROL
 DG1807  ___________________________________________________________________
 DG1807* NAD 83(1986)-  33 49 56.     (N)    085 51 12.     (W)     SCALED    
 DG1807* NAVD 88     -       182.435  (meters)     598.54   (feet)  ADJUSTED  
 DG1807  ___________________________________________________________________
 DG1807  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG1807  DYNAMIC HT  -         182.241 (meters)     597.90  (feet)  COMP
 DG1807  MODELED GRAV-     979,571.5   (mgal)                       NAVD 88
 DG1807
 DG1807  VERT ORDER  -  FIRST     CLASS II
 DG1807
 DG1807.The horizontal coordinates were scaled from a topographic map and have
 DG1807.an estimated accuracy of +/- 6 seconds.
 DG1807
 DG1807.The orthometric height was determined by differential leveling
 DG1807.and adjusted by the National Geodetic Survey in June 1991..
 DG1807
 DG1807.The geoid height was determined by GEOID03.
 DG1807
 DG1807.The dynamic height is computed by dividing the NAVD 88
 DG1807.geopotential number by the normal gravity value computed on the
 DG1807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1807.degrees latitude (g = 980.6199 gals.).
 DG1807
 DG1807.The modeled gravity was interpolated from observed gravity values.
 DG1807
 DG1807;                    North         East    Units  Estimated Accuracy
 DG1807;SPC AL E     -   369,500.      198,150.      MT  (+/- 180 meters Scaled)
 DG1807
 DG1807                          SUPERSEDED SURVEY CONTROL
 DG1807
 DG1807  NGVD 29 (??/??/92)  182.367  (m)          598.32   (f) ADJ UNCH    1 2
 DG1807
 DG1807.Superseded values are not recommended for survey control.
 DG1807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1807.See file dsdata.txt to determine how the superseded data were derived.
 DG1807
 DG1807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC061441(NAD 83)
 DG1807_MARKER: DB = BENCH MARK DISK
 DG1807_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1807_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1807_STAMPING: C 257 1948
 DG1807_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1807+STABILITY: SURFACE MOTION
 DG1807
 DG1807  HISTORY     - Date     Condition        Report By
 DG1807  HISTORY     - 1948     MONUMENTED       CGS
 DG1807
 DG1807                          STATION DESCRIPTION
 DG1807
 DG1807'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1807'2.4 MI NE FROM WELLINGTON.
 DG1807'ABOUT 2.4 MILES NORTHEAST ALONG THE SEABOARD AIRLINE RAILWAY FROM
 DG1807'THE STATION AT WELLINGTON, ABOUT 0.3 MILE SOUTHWEST OF A GRAVEL
 DG1807'ROAD CROSSING, ABOUT 0.1 MILE NORTHEAST OF MILE POST 671, AT THE
 DG1807'SOUTHWEST END OF A LONG CURVE, 109 FEET SOUTH OF THE CENTER OF
 DG1807'A DIM WOODS ROAD CROSSING, 29.5 FEET SOUTHEAST OF THE SOUTHEAST
 DG1807'RAIL, 6 FEET NORTHEAST OF THE FIRST POLE SOUTHWEST OF THE
 DG1807'CROSSING, IN LINE WITH THE ROW OF POLES, 2 FEET NORTHEAST OF A
 DG1807'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN
 DG1807'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1007 ***********************************************************************
 EE1007  DESIGNATION -  C 258
 EE1007  PID         -  EE1007
 EE1007  STATE/COUNTY-  AL/ETOWAH
 EE1007  USGS QUAD   -  GADSDEN EAST (1986)
 EE1007
 EE1007                         *CURRENT SURVEY CONTROL
 EE1007  ___________________________________________________________________
 EE1007* NAD 83(1986)-  34 00 23.     (N)    085 58 12.     (W)     SCALED    
 EE1007* NAVD 88     -       173.623  (meters)     569.63   (feet)  ADJUSTED  
 EE1007  ___________________________________________________________________
 EE1007  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 EE1007  DYNAMIC HT  -         173.441 (meters)     569.03  (feet)  COMP
 EE1007  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 EE1007
 EE1007  VERT ORDER  -  SECOND    CLASS 0
 EE1007
 EE1007.The horizontal coordinates were scaled from a topographic map and have
 EE1007.an estimated accuracy of +/- 6 seconds.
 EE1007
 EE1007.The orthometric height was determined by differential leveling
 EE1007.and adjusted by the National Geodetic Survey in June 1991..
 EE1007
 EE1007.The geoid height was determined by GEOID03.
 EE1007
 EE1007.The dynamic height is computed by dividing the NAVD 88
 EE1007.geopotential number by the normal gravity value computed on the
 EE1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1007.degrees latitude (g = 980.6199 gals.).
 EE1007
 EE1007.The modeled gravity was interpolated from observed gravity values.
 EE1007
 EE1007;                    North         East    Units  Estimated Accuracy
 EE1007;SPC AL E     -   388,820.      187,380.      MT  (+/- 180 meters Scaled)
 EE1007
 EE1007                          SUPERSEDED SURVEY CONTROL
 EE1007
 EE1007  NGVD 29 (??/??/92)  173.59   (m)          569.5    (f) COMPUTED    2 0
 EE1007
 EE1007.Superseded values are not recommended for survey control.
 EE1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1007.See file dsdata.txt to determine how the superseded data were derived.
 EE1007
 EE1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC951633(NAD 83)
 EE1007_MARKER: DB = BENCH MARK DISK
 EE1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1007_STAMPING: C 258 1948
 EE1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1007+STABILITY: SURFACE MOTION
 EE1007
 EE1007  HISTORY     - Date     Condition        Report By
 EE1007  HISTORY     - 1948     MONUMENTED       CGS
 EE1007
 EE1007                          STATION DESCRIPTION
 EE1007
 EE1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1007'1.4 MI E FROM GADSDEN.
 EE1007'ABOUT 1.05 MILES EAST ALONG STATE HIGHWAY 74 FROM THE JUNCTION OF
 EE1007'U.S. HIGHWAY 241 AT GADSDEN, THENCE ABOUT 0.3 MILE SOUTH ACROSS
 EE1007'GOODYEAR AIRPORT, ON THE SOUTH SIDE OF THE FIELD, AT THE REAR OF
 EE1007'THE HOUSE AT 720 DOYLE STREET, 132 FEET NORTH AND 169 FEET WEST
 EE1007'OF THE CENTER OF THE INTERSECTION OF DOYLE STREET AND ROXBURY
 EE1007'AVENUE, 8.5 FEET NORTHWEST OF THE NORTHEAST CORNER OF A 2-CAR
 EE1007'GARAGE, 17 FEET NORTHEAST OF THE NORTHWEST CORNER OF THE GARAGE,
 EE1007'6.5 FEET NORTHWEST OF A GOODYEAR CONCRETE PROPERTY SURVEY MARKER
 EE1007'POST, ABOUT 3 FEET NORTH OF THE PROPOSED SOUTH BOUNDARY AIRPORT
 EE1007'FENCE LINE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, AND SET
 EE1007'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1026 ***********************************************************************
 EE1026  DESIGNATION -  C 259
 EE1026  PID         -  EE1026
 EE1026  STATE/COUNTY-  AL/CHEROKEE
 EE1026  USGS QUAD   -  CENTRE (1986)
 EE1026
 EE1026                         *CURRENT SURVEY CONTROL
 EE1026  ___________________________________________________________________
 EE1026* NAD 83(1986)-  34 08 06.     (N)    085 40 22.     (W)     SCALED    
 EE1026* NAVD 88     -       182.740  (meters)     599.54   (feet)  ADJUSTED  
 EE1026  ___________________________________________________________________
 EE1026  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1026  DYNAMIC HT  -         182.550 (meters)     598.92  (feet)  COMP
 EE1026  MODELED GRAV-     979,595.7   (mgal)                       NAVD 88
 EE1026
 EE1026  VERT ORDER  -  SECOND    CLASS 0
 EE1026
 EE1026.The horizontal coordinates were scaled from a topographic map and have
 EE1026.an estimated accuracy of +/- 6 seconds.
 EE1026
 EE1026.The orthometric height was determined by differential leveling
 EE1026.and adjusted by the National Geodetic Survey in June 1991..
 EE1026
 EE1026.The geoid height was determined by GEOID03.
 EE1026
 EE1026.The dynamic height is computed by dividing the NAVD 88
 EE1026.geopotential number by the normal gravity value computed on the
 EE1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1026.degrees latitude (g = 980.6199 gals.).
 EE1026
 EE1026.The modeled gravity was interpolated from observed gravity values.
 EE1026
 EE1026;                    North         East    Units  Estimated Accuracy
 EE1026;SPC AL E     -   403,090.      214,810.      MT  (+/- 180 meters Scaled)
 EE1026
 EE1026                          SUPERSEDED SURVEY CONTROL
 EE1026
 EE1026  NGVD 29 (??/??/92)  182.696  (m)          599.40   (f) ADJ UNCH    2 0
 EE1026
 EE1026.Superseded values are not recommended for survey control.
 EE1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1026.See file dsdata.txt to determine how the superseded data were derived.
 EE1026
 EE1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC223779(NAD 83)
 EE1026_MARKER: DB = BENCH MARK DISK
 EE1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1026_STAMPING: C 259 1948
 EE1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1026+STABILITY: SURFACE MOTION
 EE1026
 EE1026  HISTORY     - Date     Condition        Report By
 EE1026  HISTORY     - 1948     MONUMENTED       CGS
 EE1026
 EE1026                          STATION DESCRIPTION
 EE1026
 EE1026'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1026'1.4 MI S FROM CENTRE.
 EE1026'ABOUT 0.35 MILE EAST ALONG U.S. HIGHWAY 411 FROM THE COURT
 EE1026'HOUSE AT CENTRE, THENCE ABOUT 1.1 MILES SOUTH ALONG A GRAVEL ROAD,
 EE1026'AT THE FOOT OF A HILL, 75 FEET NORTHWEST OF THE CENTER OF THE
 EE1026'JUNCTION OF A DRIVE LEADING EAST TO A SMALL TIN ROOFED UNPAINTED
 EE1026'HOUSE, 24 FEET NORTH OF THE 1ST POLE ON THE WEST SIDE OF THE ROAD
 EE1026'NORTH OF THE POWER LINE CROSSING, 26 FEET WEST OF THE CENTER LINE
 EE1026'OF THE ROAD, ABOUT 10 FEET SOUTH OF A PATH LEADING INTO A WOODED
 EE1026'AREA, ABOUT IN LINE WITH THE POWER LINE, 1 1/2 FEET SOUTH OF A
 EE1026'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 EE1026'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0821 ***********************************************************************
 BU0821  DESIGNATION -  C 26
 BU0821  PID         -  BU0821
 BU0821  STATE/COUNTY-  AL/MONROE
 BU0821  USGS QUAD   -  BURNT CORN (1971)
 BU0821
 BU0821                         *CURRENT SURVEY CONTROL
 BU0821  ___________________________________________________________________
 BU0821* NAD 83(1986)-  31 36 38.     (N)    087 14 33.     (W)     SCALED    
 BU0821* NAVD 88     -        69.768  (meters)     228.90   (feet)  ADJUSTED  
 BU0821  ___________________________________________________________________
 BU0821  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BU0821  DYNAMIC HT  -          69.684 (meters)     228.62  (feet)  COMP
 BU0821  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 BU0821
 BU0821  VERT ORDER  -  SECOND    CLASS 0
 BU0821
 BU0821.The horizontal coordinates were scaled from a topographic map and have
 BU0821.an estimated accuracy of +/- 6 seconds.
 BU0821
 BU0821.The orthometric height was determined by differential leveling
 BU0821.and adjusted by the National Geodetic Survey in June 1991..
 BU0821
 BU0821.The geoid height was determined by GEOID03.
 BU0821
 BU0821.The dynamic height is computed by dividing the NAVD 88
 BU0821.geopotential number by the normal gravity value computed on the
 BU0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0821.degrees latitude (g = 980.6199 gals.).
 BU0821
 BU0821.The modeled gravity was interpolated from observed gravity values.
 BU0821
 BU0821;                    North         East    Units  Estimated Accuracy
 BU0821;SPC AL W     -   178,570.      624,430.      MT  (+/- 180 meters Scaled)
 BU0821
 BU0821                          SUPERSEDED SURVEY CONTROL
 BU0821
 BU0821  NGVD 29 (??/??/92)   69.747  (m)          228.83   (f) ADJ UNCH    2 0
 BU0821
 BU0821.Superseded values are not recommended for survey control.
 BU0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0821.See file dsdata.txt to determine how the superseded data were derived.
 BU0821
 BU0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV769972(NAD 83)
 BU0821_MARKER: DB = BENCH MARK DISK
 BU0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0821_STAMPING: C 26 1934
 BU0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0821+STABILITY: SURFACE MOTION
 BU0821
 BU0821  HISTORY     - Date     Condition        Report By
 BU0821  HISTORY     - 1934     MONUMENTED       CGS
 BU0821  HISTORY     - 1951     GOOD             NGS
 BU0821
 BU0821                          STATION DESCRIPTION
 BU0821
 BU0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0821'1.9 MI NE FROM PETERMAN.
 BU0821'ABOUT 1.9 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU0821'FROM THE STATION AT PETERMAN, SET IN THE EAST QUARTER OF A PRIVATE
 BU0821'ROAD CROSSING, AT MILE POST 653, 28 FEET SOUTHEAST OF THE SOUTHEAST
 BU0821'RAIL, 24 FEET EAST OF THE MILE POST, 61 FEET NORTHEAST OF THE CENTER
 BU0821'LINE OF PRIVATE ROAD, 18 1/2 FEET NORTHWEST OF A FENCE LINE, ABOUT 2
 BU0821'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 1
 BU0821'FOOT UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2059 ***********************************************************************
 DG2059  DESIGNATION -  C 260
 DG2059  PID         -  DG2059
 DG2059  STATE/COUNTY-  AL/CALHOUN
 DG2059  USGS QUAD   -  PIEDMONT NW (1983)
 DG2059
 DG2059                         *CURRENT SURVEY CONTROL
 DG2059  ___________________________________________________________________
 DG2059* NAD 83(1986)-  33 52 58.     (N)    085 44 34.     (W)     SCALED    
 DG2059* NAVD 88     -       196.768  (meters)     645.56   (feet)  ADJUSTED  
 DG2059  ___________________________________________________________________
 DG2059  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DG2059  DYNAMIC HT  -         196.560 (meters)     644.88  (feet)  COMP
 DG2059  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DG2059
 DG2059  VERT ORDER  -  SECOND    CLASS 0
 DG2059
 DG2059.The horizontal coordinates were scaled from a topographic map and have
 DG2059.an estimated accuracy of +/- 6 seconds.
 DG2059
 DG2059.The orthometric height was determined by differential leveling
 DG2059.and adjusted by the National Geodetic Survey in June 1991..
 DG2059
 DG2059.The geoid height was determined by GEOID03.
 DG2059
 DG2059.The dynamic height is computed by dividing the NAVD 88
 DG2059.geopotential number by the normal gravity value computed on the
 DG2059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2059.degrees latitude (g = 980.6199 gals.).
 DG2059
 DG2059.The modeled gravity was interpolated from observed gravity values.
 DG2059
 DG2059;                    North         East    Units  Estimated Accuracy
 DG2059;SPC AL E     -   375,110.      208,380.      MT  (+/- 180 meters Scaled)
 DG2059
 DG2059                          SUPERSEDED SURVEY CONTROL
 DG2059
 DG2059  NGVD 29 (??/??/92)  196.703  (m)          645.35   (f) ADJ UNCH    2 0
 DG2059
 DG2059.Superseded values are not recommended for survey control.
 DG2059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2059.See file dsdata.txt to determine how the superseded data were derived.
 DG2059
 DG2059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC162498(NAD 83)
 DG2059_MARKER: DB = BENCH MARK DISK
 DG2059_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG2059_SP_SET: BRIDGE
 DG2059_STAMPING: C 260 1948
 DG2059_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2059
 DG2059  HISTORY     - Date     Condition        Report By
 DG2059  HISTORY     - 1948     MONUMENTED       CGS
 DG2059  HISTORY     - 1967     MARK NOT FOUND   USGS
 DG2059
 DG2059                          STATION DESCRIPTION
 DG2059
 DG2059'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2059'2.3 MI NW FROM MAXWELLBORN.
 DG2059'ABOUT 1.05 MILES SOUTHWEST ALONG THE SEABOARD AIRLINE RAILWAY
 DG2059'FROM THE FLAG STATION AT MAXWELLBORN, THENCE ABOUT 0.85 MILE
 DG2059'NORTH ALONG A COUNTY ROAD, THENCE ABOUT 0.2 MILE SOUTHWEST
 DG2059'AND 0.1 MILE NORTH ALONG GRADED ROADS, SET IN THE TOP OF THE SOUTHWEST
 DG2059'WING WALL OF A 16-FOOT CONCRETE BRIDGE, 13.5 FEET WEST OF THE
 DG2059'CENTER LINE OF THE ROAD, 1 FOOT WEST OF THE CONCRETE HEAD WALL
 DG2059'AND ABOUT LEVEL WITH THE ROAD.  NOTE-- TO REACH FROM KNIGHTENS
 DG2059'CROSSROADS GO ABOUT 5.85 MILES SOUTH AND SOUTHWEST ALONG A
 DG2059'BLACK TOP AND GRAVEL ROAD.  MARK IS ABOUT 3.1 MILES SOUTH-SOUTHWEST
 DG2059'OF THE ROY WEBB SCHOOL.
 DG2059
 DG2059                          STATION RECOVERY (1967)
 DG2059
 DG2059'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DG2059'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2078 ***********************************************************************
 DG2078  DESIGNATION -  C 261
 DG2078  PID         -  DG2078
 DG2078  STATE/COUNTY-  AL/CHEROKEE
 DG2078  USGS QUAD   -  PIEDMONT NW (1983)
 DG2078
 DG2078                         *CURRENT SURVEY CONTROL
 DG2078  ___________________________________________________________________
 DG2078* NAD 83(1986)-  33 59 43.     (N)    085 40 55.     (W)     SCALED    
 DG2078* NAVD 88     -       202.006  (meters)     662.75   (feet)  ADJUSTED  
 DG2078  ___________________________________________________________________
 DG2078  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG2078  DYNAMIC HT  -         201.795 (meters)     662.06  (feet)  COMP
 DG2078  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 DG2078
 DG2078  VERT ORDER  -  SECOND    CLASS 0
 DG2078
 DG2078.The horizontal coordinates were scaled from a topographic map and have
 DG2078.an estimated accuracy of +/- 6 seconds.
 DG2078
 DG2078.The orthometric height was determined by differential leveling
 DG2078.and adjusted by the National Geodetic Survey in June 1991..
 DG2078
 DG2078.The geoid height was determined by GEOID03.
 DG2078
 DG2078.The dynamic height is computed by dividing the NAVD 88
 DG2078.geopotential number by the normal gravity value computed on the
 DG2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2078.degrees latitude (g = 980.6199 gals.).
 DG2078
 DG2078.The modeled gravity was interpolated from observed gravity values.
 DG2078
 DG2078;                    North         East    Units  Estimated Accuracy
 DG2078;SPC AL E     -   387,590.      213,990.      MT  (+/- 180 meters Scaled)
 DG2078
 DG2078                          SUPERSEDED SURVEY CONTROL
 DG2078
 DG2078  NGVD 29 (??/??/92)  201.945  (m)          662.55   (f) ADJ UNCH    2 0
 DG2078
 DG2078.Superseded values are not recommended for survey control.
 DG2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2078.See file dsdata.txt to determine how the superseded data were derived.
 DG2078
 DG2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC217624(NAD 83)
 DG2078_MARKER: DB = BENCH MARK DISK
 DG2078_SETTING: 66 = SET IN ROCK OUTCROP
 DG2078_SP_SET: ROCK OUTCROP
 DG2078_STAMPING: C 261 1948
 DG2078_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG2078+STABILITY: POSITION/ELEVATION WELL
 DG2078
 DG2078  HISTORY     - Date     Condition        Report By
 DG2078  HISTORY     - 1948     MONUMENTED       CGS
 DG2078
 DG2078                          STATION DESCRIPTION
 DG2078
 DG2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2078'0.3 MI W FROM GNATVILLE.
 DG2078'ABOUT 0.3 MILE WEST ALONG A COUNTY ROAD FROM THE CHURCH AT
 DG2078'GNATVILLE, ABOUT 0.35 MILE EAST OF THE JUNCTION OF A ROAD NORTH,
 DG2078'ABOUT 0.1 MILE EAST OF AN OLD UNPAINTED HOUSE ON THE NORTH SIDE OF
 DG2078'THE ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS WEST-SOUTHWEST AND
 DG2078'EAST-SOUTHEAST, 83 YARDS WEST-NORTHWEST OF A 24-INCH PIPE CULVERT,
 DG2078'29 YARDS NORTHWEST OF THE CENTER OF THE JUNCTION OF A PRIVATE
 DG2078'DRIVE SOUTH, ON THE EAST EDGE OF A VERY DIM ROAD, SET IN THE TOP
 DG2078'OF AN OUTCROPPING OF ROCK ABOUT 4 BY 2 FEET AND ABOUT FLUSH WITH
 DG2078'THE GROUND, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 DG2078'ABOUT 2 FEET ABOVE THE ROAD AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1689 ***********************************************************************
 DG1689  DESIGNATION -  C 262
 DG1689  PID         -  DG1689
 DG1689  STATE/COUNTY-  AL/CLAY
 DG1689  USGS QUAD   -  DELTA (1983)
 DG1689
 DG1689                         *CURRENT SURVEY CONTROL
 DG1689  ___________________________________________________________________
 DG1689* NAD 83(1986)-  33 26 21.     (N)    085 43 06.     (W)     SCALED    
 DG1689* NAVD 88     -       372.278  (meters)    1221.38   (feet)  ADJUSTED  
 DG1689  ___________________________________________________________________
 DG1689  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DG1689  DYNAMIC HT  -         371.865 (meters)    1220.03  (feet)  COMP
 DG1689  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 DG1689
 DG1689  VERT ORDER  -  SECOND    CLASS 0
 DG1689
 DG1689.The horizontal coordinates were scaled from a topographic map and have
 DG1689.an estimated accuracy of +/- 6 seconds.
 DG1689
 DG1689.The orthometric height was determined by differential leveling
 DG1689.and adjusted by the National Geodetic Survey in June 1991..
 DG1689
 DG1689.The geoid height was determined by GEOID03.
 DG1689
 DG1689.The dynamic height is computed by dividing the NAVD 88
 DG1689.geopotential number by the normal gravity value computed on the
 DG1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1689.degrees latitude (g = 980.6199 gals.).
 DG1689
 DG1689.The modeled gravity was interpolated from observed gravity values.
 DG1689
 DG1689;                    North         East    Units  Estimated Accuracy
 DG1689;SPC AL E     -   325,910.      210,690.      MT  (+/- 180 meters Scaled)
 DG1689
 DG1689                          SUPERSEDED SURVEY CONTROL
 DG1689
 DG1689  NGVD 29 (??/??/92)  372.216  (m)         1221.18   (f) ADJ UNCH    2 0
 DG1689
 DG1689.Superseded values are not recommended for survey control.
 DG1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1689.See file dsdata.txt to determine how the superseded data were derived.
 DG1689
 DG1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC191007(NAD 83)
 DG1689_MARKER: DB = BENCH MARK DISK
 DG1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1689_STAMPING: C 262 1948
 DG1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1689+STABILITY: SURFACE MOTION
 DG1689
 DG1689  HISTORY     - Date     Condition        Report By
 DG1689  HISTORY     - 1948     MONUMENTED       CGS
 DG1689
 DG1689                          STATION DESCRIPTION
 DG1689
 DG1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1689'1.8 MI NW FROM DELTA.
 DG1689'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 9 FROM THE SCHOOL AT
 DG1689'DELTA, THENCE ABOUT 1.7 MILES WEST ALONG A ROAD TO UNION VIA
 DG1689'HAYNES CROSSROADS, ABOUT 1.0 MILE EAST OF HAYNES CROSSROADS, AT
 DG1689'THE CROSSING OF A STEEL TOWER POWER TRANSMISSION LINE, 24 FEET
 DG1689'NORTH OF THE CENTER LINE OF THE ROAD, IN LINE WITH THE CENTER WIRE
 DG1689'TO THE POWER TRANSMISSION LINE, 1.5 FEET NORTH OF A WHITE WOODEN
 DG1689'WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 DG1689'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1751 ***********************************************************************
 DG1751  DESIGNATION -  C 263
 DG1751  PID         -  DG1751
 DG1751  STATE/COUNTY-  AL/RANDOLPH
 DG1751  USGS QUAD   -  OFELIA (1976)
 DG1751
 DG1751                         *CURRENT SURVEY CONTROL
 DG1751  ___________________________________________________________________
 DG1751* NAD 83(1986)-  33 18 11.     (N)    085 32 38.     (W)     SCALED    
 DG1751* NAVD 88     -       320.408  (meters)    1051.21   (feet)  ADJUSTED  
 DG1751  ___________________________________________________________________
 DG1751  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DG1751  DYNAMIC HT  -         320.043 (meters)    1050.01  (feet)  COMP
 DG1751  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 DG1751
 DG1751  VERT ORDER  -  SECOND    CLASS 0
 DG1751
 DG1751.The horizontal coordinates were scaled from a topographic map and have
 DG1751.an estimated accuracy of +/- 6 seconds.
 DG1751
 DG1751.The orthometric height was determined by differential leveling
 DG1751.and adjusted by the National Geodetic Survey in June 1991..
 DG1751
 DG1751.The geoid height was determined by GEOID03.
 DG1751
 DG1751.The dynamic height is computed by dividing the NAVD 88
 DG1751.geopotential number by the normal gravity value computed on the
 DG1751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1751.degrees latitude (g = 980.6199 gals.).
 DG1751
 DG1751.The modeled gravity was interpolated from observed gravity values.
 DG1751
 DG1751;                    North         East    Units  Estimated Accuracy
 DG1751;SPC AL E     -   310,840.      226,960.      MT  (+/- 180 meters Scaled)
 DG1751
 DG1751                          SUPERSEDED SURVEY CONTROL
 DG1751
 DG1751  NGVD 29 (??/??/92)  320.342  (m)         1050.99   (f) ADJ UNCH    2 0
 DG1751
 DG1751.Superseded values are not recommended for survey control.
 DG1751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1751.See file dsdata.txt to determine how the superseded data were derived.
 DG1751
 DG1751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB355858(NAD 83)
 DG1751_MARKER: DB = BENCH MARK DISK
 DG1751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1751_STAMPING: C 263 1948
 DG1751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1751+STABILITY: SURFACE MOTION
 DG1751
 DG1751  HISTORY     - Date     Condition        Report By
 DG1751  HISTORY     - 1948     MONUMENTED       CGS
 DG1751
 DG1751                          STATION DESCRIPTION
 DG1751
 DG1751'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1751'3.8 MI W FROM WEDOWEE.
 DG1751'ABOUT 3.75 MILES WEST ALONG STATE HIGHWAY 48 FROM THE COURT HOUSE
 DG1751'AT WEDOWEE, ABOUT 0.4 MILE EAST OF THE JUNCTION OF A ROAD
 DG1751'NORTHWEST, ABOUT 0.25 MILE WEST OF THE TOP OF A GRADE, ABOUT
 DG1751'0.35 MILE WEST OF THE JUNCTION OF A ROAD LEADING NORTHEAST,
 DG1751'30 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 62 FEET
 DG1751'WEST-NORTHWEST AND ACROSS THE HIGHWAY FROM THE NORTHEAST END OF
 DG1751'A 7-FOOT BENCH CUT ON THE SOUTHEAST SIDE OF THE HIGHWAY, 8.8 FEET
 DG1751'EAST-NORTHEAST OF A SMALL TELEPHONE POLE, 2 FEET SOUTHWEST OF
 DG1751'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND
 DG1751'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1509 ***********************************************************************
 DG1509  DESIGNATION -  C 264
 DG1509  PID         -  DG1509
 DG1509  STATE/COUNTY-  AL/TALLADEGA
 DG1509  USGS QUAD   -  CLAIRMONT SPRINGS (1983)
 DG1509
 DG1509                         *CURRENT SURVEY CONTROL
 DG1509  ___________________________________________________________________
 DG1509* NAD 83(1986)-  33 19 17.     (N)    085 59 55.     (W)     SCALED    
 DG1509* NAVD 88     -       264.272  (meters)     867.03   (feet)  ADJUSTED  
 DG1509  ___________________________________________________________________
 DG1509  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG1509  DYNAMIC HT  -         263.975 (meters)     866.06  (feet)  COMP
 DG1509  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 DG1509
 DG1509  VERT ORDER  -  SECOND    CLASS 0
 DG1509
 DG1509.The horizontal coordinates were scaled from a topographic map and have
 DG1509.an estimated accuracy of +/- 6 seconds.
 DG1509
 DG1509.The orthometric height was determined by differential leveling
 DG1509.and adjusted by the National Geodetic Survey in June 1991..
 DG1509
 DG1509.The geoid height was determined by GEOID03.
 DG1509
 DG1509.The dynamic height is computed by dividing the NAVD 88
 DG1509.geopotential number by the normal gravity value computed on the
 DG1509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1509.degrees latitude (g = 980.6199 gals.).
 DG1509
 DG1509.The modeled gravity was interpolated from observed gravity values.
 DG1509
 DG1509;                    North         East    Units  Estimated Accuracy
 DG1509;SPC AL E     -   312,850.      184,610.      MT  (+/- 180 meters Scaled)
 DG1509
 DG1509                          SUPERSEDED SURVEY CONTROL
 DG1509
 DG1509  NGVD 29 (??/??/92)  264.192  (m)          866.77   (f) ADJ UNCH    2 0
 DG1509
 DG1509.Superseded values are not recommended for survey control.
 DG1509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1509.See file dsdata.txt to determine how the superseded data were derived.
 DG1509
 DG1509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB932873(NAD 83)
 DG1509_MARKER: DB = BENCH MARK DISK
 DG1509_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1509_SP_SET: CONCRETE FOUNDATION
 DG1509_STAMPING: C 264 1948
 DG1509_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1509_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG1509+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 DG1509
 DG1509  HISTORY     - Date     Condition        Report By
 DG1509  HISTORY     - 1948     MONUMENTED       CGS
 DG1509  HISTORY     - 20040412 GOOD             ALHD
 DG1509
 DG1509                          STATION DESCRIPTION
 DG1509
 DG1509'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1509'0.6 MI SW FROM CHANDLER.
 DG1509'ABOUT 0.65 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE ATLANTIC COAST
 DG1509'LINE RAILWAY STATION AT CHANDLER, IN THE NORTHWEST QUARTER OF THE
 DG1509'INTERSECTION OF STATE HIGHWAY 48, SET VERTICALLY IN THE EAST FACE
 DG1509'AT THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION OF THE ASSEMBLY
 DG1509'OF GOD CHURCH, 1 FOOT NORTH OF THE SOUTHEAST CORNER AND ABOUT 1
 DG1509'FOOT ABOVE THE GROUND.
 DG1509
 DG1509                          STATION RECOVERY (2004)
 DG1509
 DG1509'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 DG1509'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1593 ***********************************************************************
 DG1593  DESIGNATION -  C 265
 DG1593  PID         -  DG1593
 DG1593  STATE/COUNTY-  AL/CLAY
 DG1593  USGS QUAD   -  MELLOW VALLEY (1969)
 DG1593
 DG1593                         *CURRENT SURVEY CONTROL
 DG1593  ___________________________________________________________________
 DG1593* NAD 83(1986)-  33 08 01.     (N)    085 44 58.     (W)     SCALED    
 DG1593* NAVD 88     -       334.816  (meters)    1098.48   (feet)  ADJUSTED  
 DG1593  ___________________________________________________________________
 DG1593  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG1593  DYNAMIC HT  -         334.426 (meters)    1097.20  (feet)  COMP
 DG1593  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 DG1593
 DG1593  VERT ORDER  -  SECOND    CLASS 0
 DG1593
 DG1593.The horizontal coordinates were scaled from a topographic map and have
 DG1593.an estimated accuracy of +/- 6 seconds.
 DG1593
 DG1593.The orthometric height was determined by differential leveling
 DG1593.and adjusted by the National Geodetic Survey in June 1991..
 DG1593
 DG1593.The geoid height was determined by GEOID03.
 DG1593
 DG1593.The dynamic height is computed by dividing the NAVD 88
 DG1593.geopotential number by the normal gravity value computed on the
 DG1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1593.degrees latitude (g = 980.6199 gals.).
 DG1593
 DG1593.The modeled gravity was interpolated from observed gravity values.
 DG1593
 DG1593;                    North         East    Units  Estimated Accuracy
 DG1593;SPC AL E     -   292,020.      207,830.      MT  (+/- 180 meters Scaled)
 DG1593
 DG1593                          SUPERSEDED SURVEY CONTROL
 DG1593
 DG1593  NGVD 29 (??/??/92)  334.749  (m)         1098.26   (f) ADJ UNCH    2 0
 DG1593
 DG1593.Superseded values are not recommended for survey control.
 DG1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1593.See file dsdata.txt to determine how the superseded data were derived.
 DG1593
 DG1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB166667(NAD 83)
 DG1593_MARKER: DB = BENCH MARK DISK
 DG1593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1593_STAMPING: C 265 1948
 DG1593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1593+STABILITY: SURFACE MOTION
 DG1593
 DG1593  HISTORY     - Date     Condition        Report By
 DG1593  HISTORY     - 1948     MONUMENTED       CGS
 DG1593  HISTORY     - 1969     MARK NOT FOUND   USGS
 DG1593
 DG1593                          STATION DESCRIPTION
 DG1593
 DG1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1593'4 MI S FROM MELLOW VALLEY.
 DG1593'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL
 DG1593'AT MELLOW VALLEY, THENCE ABOUT 3.8 MILES SOUTH ALONG A GRAVEL
 DG1593'ROAD LEADING TO GOLDVILLE, AT THE JUNCTION OF A ROAD LEADING
 DG1593'SOUTHEAST, 44 FEET SOUTH OF THE CENTER OF THE JUNCTION, 117 FEET
 DG1593'SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTH CORNER OF A HOUSE,
 DG1593'26 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 30 FEET
 DG1593'SOUTHWEST OF THE CENTER LINE OF THE ROAD SOUTHEAST, 1 1/2
 DG1593'FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DG1593'PROJECTING 4 INCHES.  NOTE-- MARK IS ABOUT 4.4 MILES NORTH-NORTHEAST
 DG1593'OF THE CROSSROADS AND STORE AT GOLDVILLE.  MARK IS ALSO ABOUT
 DG1593'0.7 MILE NORTH OF THE MOUNTAIN SCHOOL.
 DG1593
 DG1593                          STATION RECOVERY (1969)
 DG1593
 DG1593'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DG1593'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0491 ***********************************************************************
 DH0491  DESIGNATION -  C 266
 DH0491  PID         -  DH0491
 DH0491  STATE/COUNTY-  AL/TALLADEGA
 DH0491  USGS QUAD   -  WINTERBORO (1984)
 DH0491
 DH0491                         *CURRENT SURVEY CONTROL
 DH0491  ___________________________________________________________________
 DH0491* NAD 83(1986)-  33 17 40.     (N)    086 12 04.     (W)     SCALED    
 DH0491* NAVD 88     -       181.839  (meters)     596.58   (feet)  ADJUSTED  
 DH0491  ___________________________________________________________________
 DH0491  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH0491  DYNAMIC HT  -         181.638 (meters)     595.92  (feet)  COMP
 DH0491  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 DH0491
 DH0491  VERT ORDER  -  SECOND    CLASS 0
 DH0491
 DH0491.The horizontal coordinates were scaled from a topographic map and have
 DH0491.an estimated accuracy of +/- 6 seconds.
 DH0491
 DH0491.The orthometric height was determined by differential leveling
 DH0491.and adjusted by the National Geodetic Survey in June 1991..
 DH0491
 DH0491.The geoid height was determined by GEOID03.
 DH0491
 DH0491.The dynamic height is computed by dividing the NAVD 88
 DH0491.geopotential number by the normal gravity value computed on the
 DH0491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0491.degrees latitude (g = 980.6199 gals.).
 DH0491
 DH0491.The modeled gravity was interpolated from observed gravity values.
 DH0491
 DH0491;                    North         East    Units  Estimated Accuracy
 DH0491;SPC AL E     -   309,910.      165,750.      MT  (+/- 180 meters Scaled)
 DH0491
 DH0491                          SUPERSEDED SURVEY CONTROL
 DH0491
 DH0491  NGVD 29 (??/??/92)  181.786  (m)          596.41   (f) ADJ UNCH    2 0
 DH0491
 DH0491.Superseded values are not recommended for survey control.
 DH0491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0491.See file dsdata.txt to determine how the superseded data were derived.
 DH0491
 DH0491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB743842(NAD 83)
 DH0491_MARKER: DB = BENCH MARK DISK
 DH0491_SETTING: 66 = SET IN ROCK OUTCROP
 DH0491_SP_SET: ROCK LEDGE
 DH0491_STAMPING: C 266 1948
 DH0491_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0491+STABILITY: POSITION/ELEVATION WELL
 DH0491
 DH0491  HISTORY     - Date     Condition        Report By
 DH0491  HISTORY     - 1948     MONUMENTED       CGS
 DH0491
 DH0491                          STATION DESCRIPTION
 DH0491
 DH0491'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0491'1.75 MI S FROM WINTERBORO.
 DH0491'ABOUT 1.75 MILES SOUTH ALONG U. S. HIGHWAY 241 FROM THE SCHOOL AT
 DH0491'WINTERBORO, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD EAST, ABOUT
 DH0491'30 YARDS NORTH OF THE SUMMIT OF A HILL, ABOUT 25 YARDS NORTH OF THE
 DH0491'SOUTH END OF A DEEP ROCKY CUT ON EAST SIDE OF THE HIGHWAY, 90 FEET
 DH0491'SOUTH OF A TELEPHONE POLE, 22 FEET SOUTH WEST OF HIGHWAY R/W STATION
 DH0491'NO. 596+00, 32 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND SET IN
 DH0491'AN OUTCROPPING LEDGE OF SANDSTONE ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0546 ***********************************************************************
 DH0546  DESIGNATION -  C 267
 DH0546  PID         -  DH0546
 DH0546  STATE/COUNTY-  AL/TALLADEGA
 DH0546  USGS QUAD   -  PORTER GAP (1987)
 DH0546
 DH0546                         *CURRENT SURVEY CONTROL
 DH0546  ___________________________________________________________________
 DH0546* NAD 83(1986)-  33 18 34.     (N)    086 00 31.     (W)     SCALED    
 DH0546* NAVD 88     -       307.229  (meters)    1007.97   (feet)  ADJUSTED  
 DH0546  ___________________________________________________________________
 DH0546  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DH0546  DYNAMIC HT  -         306.884 (meters)    1006.84  (feet)  COMP
 DH0546  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 DH0546
 DH0546  VERT ORDER  -  SECOND    CLASS 0
 DH0546
 DH0546.The horizontal coordinates were scaled from a topographic map and have
 DH0546.an estimated accuracy of +/- 6 seconds.
 DH0546
 DH0546.The orthometric height was determined by differential leveling
 DH0546.and adjusted by the National Geodetic Survey in June 1991..
 DH0546
 DH0546.The geoid height was determined by GEOID03.
 DH0546
 DH0546.The dynamic height is computed by dividing the NAVD 88
 DH0546.geopotential number by the normal gravity value computed on the
 DH0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0546.degrees latitude (g = 980.6199 gals.).
 DH0546
 DH0546.The modeled gravity was interpolated from observed gravity values.
 DH0546
 DH0546;                    North         East    Units  Estimated Accuracy
 DH0546;SPC AL E     -   311,530.      183,680.      MT  (+/- 180 meters Scaled)
 DH0546
 DH0546                          SUPERSEDED SURVEY CONTROL
 DH0546
 DH0546  NGVD 29 (??/??/92)  307.152  (m)         1007.71   (f) ADJ UNCH    2 0
 DH0546
 DH0546.Superseded values are not recommended for survey control.
 DH0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0546.See file dsdata.txt to determine how the superseded data were derived.
 DH0546
 DH0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB922860(NAD 83)
 DH0546_MARKER: DB = BENCH MARK DISK
 DH0546_SETTING: 66 = SET IN ROCK OUTCROP
 DH0546_SP_SET: ROCK LEDGE
 DH0546_STAMPING: C 267 1948
 DH0546_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0546+STABILITY: POSITION/ELEVATION WELL
 DH0546
 DH0546  HISTORY     - Date     Condition        Report By
 DH0546  HISTORY     - 1948     MONUMENTED       CGS
 DH0546  HISTORY     - 1969     MARK NOT FOUND   USGS
 DH0546  HISTORY     - 1982     MARK NOT FOUND   USGS
 DH0546
 DH0546                          STATION DESCRIPTION
 DH0546
 DH0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0546'1.8 MI S FROM CHANDLER.
 DH0546'ABOUT 1.8 MILES SOUTH ALONG HATCHET CREEK ROAD LEADING TO CHANDLER
 DH0546'SPRINGS FROM THE ATLANTIC COAST LINE RAILROAD STATION AT CHANDLER,
 DH0546'ABOUT 0.45 MILE NORTH OF A CROSSROAD AND THE CHANDLER SPRINGS SCHOOL,
 DH0546'ABOUT 0.7 MILE SOUTH OF A CHURCH, 33 YARDS NORTHEAST OF A WOODEN
 DH0546'CULVERT, 97 FEET NORTHEAST AND ACROSS THE ROAD FROM A TRIANGULAR
 DH0546'BLAZED 16-INCH OAK TREE, 31 FEET NORTH OF A TRIANGULAR BLAZED 10-INCH
 DH0546'OAK TREE, 15 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, SET IN THE
 DH0546'TOP OF AN EXPOSED LEDGE OF SANDSTONE IN AN OLD ROAD BED, 9 FEET
 DH0546'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD
 DH0546'AND ABOUT FLUSH WITH THE GROUND.
 DH0546
 DH0546                          STATION RECOVERY (1969)
 DH0546
 DH0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DH0546'MARK NOT FOUND.
 DH0546
 DH0546                          STATION RECOVERY (1982)
 DH0546
 DH0546'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 DH0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0581 ***********************************************************************
 DH0581  DESIGNATION -  C 268
 DH0581  PID         -  DH0581
 DH0581  STATE/COUNTY-  AL/COOSA
 DH0581  USGS QUAD   -  GOODWATER (1987)
 DH0581
 DH0581                         *CURRENT SURVEY CONTROL
 DH0581  ___________________________________________________________________
 DH0581* NAD 83(1986)-  33 06 10.     (N)    086 07 09.     (W)     SCALED    
 DH0581* NAVD 88     -       279.829  (meters)     918.07   (feet)  ADJUSTED  
 DH0581  ___________________________________________________________________
 DH0581  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DH0581  DYNAMIC HT  -         279.511 (meters)     917.03  (feet)  COMP
 DH0581  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 DH0581
 DH0581  VERT ORDER  -  SECOND    CLASS 0
 DH0581
 DH0581.The horizontal coordinates were scaled from a topographic map and have
 DH0581.an estimated accuracy of +/- 6 seconds.
 DH0581
 DH0581.The orthometric height was determined by differential leveling
 DH0581.and adjusted by the National Geodetic Survey in June 1991..
 DH0581
 DH0581.The geoid height was determined by GEOID03.
 DH0581
 DH0581.The dynamic height is computed by dividing the NAVD 88
 DH0581.geopotential number by the normal gravity value computed on the
 DH0581.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0581.degrees latitude (g = 980.6199 gals.).
 DH0581
 DH0581.The modeled gravity was interpolated from observed gravity values.
 DH0581
 DH0581;                    North         East    Units  Estimated Accuracy
 DH0581;SPC AL E     -   288,630.      173,320.      MT  (+/- 180 meters Scaled)
 DH0581
 DH0581                          SUPERSEDED SURVEY CONTROL
 DH0581
 DH0581  NGVD 29 (??/??/92)  279.781  (m)          917.91   (f) ADJ UNCH    2 0
 DH0581
 DH0581.Superseded values are not recommended for survey control.
 DH0581.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0581.See file dsdata.txt to determine how the superseded data were derived.
 DH0581
 DH0581_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB821630(NAD 83)
 DH0581_MARKER: DB = BENCH MARK DISK
 DH0581_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0581_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0581_STAMPING: C 268 1948
 DH0581_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0581+STABILITY: SURFACE MOTION
 DH0581
 DH0581  HISTORY     - Date     Condition        Report By
 DH0581  HISTORY     - 1948     MONUMENTED       CGS
 DH0581
 DH0581                          STATION DESCRIPTION
 DH0581
 DH0581'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0581'0.45 MI NW FROM PARKDALE.
 DH0581'ABOUT 0.45 MILE NORTHWEST ALONG U. S. HIGHWAY 241 FROM THE METHODIST
 DH0581'CHURCH AT PARKDALE, ABOUT 0.4 MILE SOUTHEAST OF THE COOSA-CLAY COUNTY
 DH0581'LINE, ON THE NORTHEAST SIDE OF THE HIGHWAY AT THE TOP OF A HILL, 63.5
 DH0581'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET WEST OF THE
 DH0581'CENTER LINE OF A DIM WOODS ROAD, 4.5 FEET WEST OF A POWER POLE AND IN
 DH0581'LINE WITH THE ROW OF POLES, 5 FEET NORTH OF A CONCRETE HIGHWAY R/W
 DH0581'MARKER POST, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 4 FEET
 DH0581'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 DH0581'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1083 ***********************************************************************
 CN1083  DESIGNATION -  C 27
 CN1083  PID         -  CN1083
 CN1083  STATE/COUNTY-  AL/DALLAS
 CN1083  USGS QUAD   -  SARDIS (1982)
 CN1083
 CN1083                         *CURRENT SURVEY CONTROL
 CN1083  ___________________________________________________________________
 CN1083* NAD 83(1986)-  32 20 32.     (N)    086 59 54.     (W)     SCALED    
 CN1083* NAVD 88     -        42.338  (meters)     138.90   (feet)  ADJUSTED  
 CN1083  ___________________________________________________________________
 CN1083  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 CN1083  DYNAMIC HT  -          42.290 (meters)     138.75  (feet)  COMP
 CN1083  MODELED GRAV-     979,500.6   (mgal)                       NAVD 88
 CN1083
 CN1083  VERT ORDER  -  SECOND    CLASS 0
 CN1083
 CN1083.The horizontal coordinates were scaled from a topographic map and have
 CN1083.an estimated accuracy of +/- 6 seconds.
 CN1083
 CN1083.The orthometric height was determined by differential leveling
 CN1083.and adjusted by the National Geodetic Survey in June 1991..
 CN1083
 CN1083.The geoid height was determined by GEOID03.
 CN1083
 CN1083.The dynamic height is computed by dividing the NAVD 88
 CN1083.geopotential number by the normal gravity value computed on the
 CN1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1083.degrees latitude (g = 980.6199 gals.).
 CN1083
 CN1083.The modeled gravity was interpolated from observed gravity values.
 CN1083
 CN1083;                    North         East    Units  Estimated Accuracy
 CN1083;SPC AL W     -   259,780.      647,220.      MT  (+/- 180 meters Scaled)
 CN1083
 CN1083                          SUPERSEDED SURVEY CONTROL
 CN1083
 CN1083  NGVD 29 (??/??/92)   42.294  (m)          138.76   (f) ADJ UNCH    2 0
 CN1083
 CN1083.Superseded values are not recommended for survey control.
 CN1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1083.See file dsdata.txt to determine how the superseded data were derived.
 CN1083
 CN1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA001783(NAD 83)
 CN1083_MARKER: DB = BENCH MARK DISK
 CN1083_SETTING: 0 = UNSPECIFIED SETTING
 CN1083_STAMPING: C 27 1934
 CN1083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1083
 CN1083  HISTORY     - Date     Condition        Report By
 CN1083  HISTORY     - 1934     MONUMENTED       CGS
 CN1083  HISTORY     - 1943     GOOD             NGS
 CN1083
 CN1083                          STATION DESCRIPTION
 CN1083
 CN1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN1083'5.1 MI S FROM SELMA.
 CN1083'ALONG THE RIGHT OF WAY OF THE SELMA AND FLOMATON BRANCH OF THE
 CN1083'LOUISVILLE AND NASHVILLE RAILROAD, 20 RAIL LENGTHS, APPROXIMATELY 220
 CN1083'YARDS NORTH OF MILE POST L 714, 6 RAIL LENGTHS NORTH OF PRIVATE
 CN1083'RAILROAD CROSSING, 40 FEET WEST OF THE TRACK, ABOUT 4 FEET ABOVE GRADE
 CN1083'OF THE RAILROAD.
 CN1083
 CN1083                          STATION RECOVERY (1943)
 CN1083
 CN1083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CN1083'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1597 ***********************************************************************
 DG1597  DESIGNATION -  C 270
 DG1597  PID         -  DG1597
 DG1597  STATE/COUNTY-  AL/TALLAPOOSA
 DG1597  USGS QUAD   -  NEW SITE (1969)
 DG1597
 DG1597                         *CURRENT SURVEY CONTROL
 DG1597  ___________________________________________________________________
 DG1597* NAD 83(1986)-  33 05 34.     (N)    085 46 44.     (W)     SCALED    
 DG1597* NAVD 88     -       307.815  (meters)    1009.89   (feet)  ADJUSTED  
 DG1597  ___________________________________________________________________
 DG1597  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG1597  DYNAMIC HT  -         307.458 (meters)    1008.72  (feet)  COMP
 DG1597  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 DG1597
 DG1597  VERT ORDER  -  SECOND    CLASS 0
 DG1597
 DG1597.The horizontal coordinates were scaled from a topographic map and have
 DG1597.an estimated accuracy of +/- 6 seconds.
 DG1597
 DG1597.The orthometric height was determined by differential leveling
 DG1597.and adjusted by the National Geodetic Survey in June 1991..
 DG1597
 DG1597.The geoid height was determined by GEOID03.
 DG1597
 DG1597.The dynamic height is computed by dividing the NAVD 88
 DG1597.geopotential number by the normal gravity value computed on the
 DG1597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1597.degrees latitude (g = 980.6199 gals.).
 DG1597
 DG1597.The modeled gravity was interpolated from observed gravity values.
 DG1597
 DG1597;                    North         East    Units  Estimated Accuracy
 DG1597;SPC AL E     -   287,490.      205,080.      MT  (+/- 180 meters Scaled)
 DG1597
 DG1597                          SUPERSEDED SURVEY CONTROL
 DG1597
 DG1597  NGVD 29 (??/??/92)  307.760  (m)         1009.71   (f) ADJ UNCH    2 0
 DG1597
 DG1597.Superseded values are not recommended for survey control.
 DG1597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1597.See file dsdata.txt to determine how the superseded data were derived.
 DG1597
 DG1597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB139622(NAD 83)
 DG1597_MARKER: DB = BENCH MARK DISK
 DG1597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1597_STAMPING: C 270 1949
 DG1597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1597+STABILITY: SURFACE MOTION
 DG1597
 DG1597  HISTORY     - Date     Condition        Report By
 DG1597  HISTORY     - 1949     MONUMENTED       CGS
 DG1597
 DG1597                          STATION DESCRIPTION
 DG1597
 DG1597'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1597'0.8 MI NE FROM GOLDVILLE.
 DG1597'ABOUT 0.8 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE CROSSROADS
 DG1597'AT GOLDVILLE, ABOUT 1.0 MILE SOUTH OF THE CLAY-TALLAPOOSA
 DG1597'COUNTY LINE, NEAR THE CENTER OF A CURVE WITH TANGENTS NORTHEAST
 DG1597'AND SOUTH, 240 FEET NORTH-NORTHWEST OF THE WEST END OF AN 18-INCH
 DG1597'PIPE CULVERT, 36 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 DG1597'ROAD, 25 FEET EAST OF A TRIANGULAR BLAZED 14-INCH OAK TREE,
 DG1597'21 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 10-INCH OAK TREE,
 DG1597'3 FEET NORTH OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE
 DG1597'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0568 ***********************************************************************
 DH0568  DESIGNATION -  C 272
 DH0568  PID         -  DH0568
 DH0568  STATE/COUNTY-  AL/COOSA
 DH0568  USGS QUAD   -  GOODWATER (1987)
 DH0568
 DH0568                         *CURRENT SURVEY CONTROL
 DH0568  ___________________________________________________________________
 DH0568* NAD 83(1986)-  33 03 22.     (N)    086 03 18.     (W)     SCALED    
 DH0568* NAVD 88     -       239.966  (meters)     787.29   (feet)  ADJUSTED  
 DH0568  ___________________________________________________________________
 DH0568  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH0568  DYNAMIC HT  -         239.690 (meters)     786.38  (feet)  COMP
 DH0568  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 DH0568
 DH0568  VERT ORDER  -  SECOND    CLASS 0
 DH0568
 DH0568.The horizontal coordinates were scaled from a topographic map and have
 DH0568.an estimated accuracy of +/- 6 seconds.
 DH0568
 DH0568.The orthometric height was determined by differential leveling
 DH0568.and adjusted by the National Geodetic Survey in June 1991..
 DH0568
 DH0568.The geoid height was determined by GEOID03.
 DH0568
 DH0568.The dynamic height is computed by dividing the NAVD 88
 DH0568.geopotential number by the normal gravity value computed on the
 DH0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0568.degrees latitude (g = 980.6199 gals.).
 DH0568
 DH0568.The modeled gravity was interpolated from observed gravity values.
 DH0568
 DH0568;                    North         East    Units  Estimated Accuracy
 DH0568;SPC AL E     -   283,440.      179,300.      MT  (+/- 180 meters Scaled)
 DH0568
 DH0568                          SUPERSEDED SURVEY CONTROL
 DH0568
 DH0568  NGVD 29 (??/??/92)  239.925  (m)          787.15   (f) ADJ UNCH    2 0
 DH0568
 DH0568.Superseded values are not recommended for survey control.
 DH0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0568.See file dsdata.txt to determine how the superseded data were derived.
 DH0568
 DH0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB882579(NAD 83)
 DH0568_MARKER: DB = BENCH MARK DISK
 DH0568_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0568_SP_SET: CULVERT
 DH0568_STAMPING: C 272 1949
 DH0568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0568
 DH0568  HISTORY     - Date     Condition        Report By
 DH0568  HISTORY     - 1949     MONUMENTED       CGS
 DH0568
 DH0568                          STATION DESCRIPTION
 DH0568
 DH0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0568'0.6 MI S FROM GOOD WATER.
 DH0568'ABOUT 0.6 MILE SOUTH ALONG U.S. HIGHWAY 241 FROM THE JUNCTION OF STATE
 DH0568'HIGHWAY 9 AT GOODWATER, SET IN THE TOP OF THE SOUTH END OF THE WEST
 DH0568'HEAD WALL OF AN 8-FOOT CONCRETE CULVERT, 69 FEET SOUTHWEST AND ACROSS
 DH0568'THE HIGHWAY FROM A ROTARY CLUB SIGN, 23 FEET WEST OF THE CENTER LINE
 DH0568'OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1311 ***********************************************************************
 CM1311  DESIGNATION -  C 273
 CM1311  PID         -  CM1311
 CM1311  STATE/COUNTY-  AL/TALLAPOOSA
 CM1311  USGS QUAD   -  OUR TOWN (1971)
 CM1311
 CM1311                         *CURRENT SURVEY CONTROL
 CM1311  ___________________________________________________________________
 CM1311* NAD 83(1986)-  32 48 48.     (N)    085 57 12.     (W)     SCALED    
 CM1311* NAVD 88     -       182.087  (meters)     597.40   (feet)  ADJUSTED  
 CM1311  ___________________________________________________________________
 CM1311  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 CM1311  DYNAMIC HT  -         181.874 (meters)     596.70  (feet)  COMP
 CM1311  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 CM1311
 CM1311  VERT ORDER  -  SECOND    CLASS 0
 CM1311
 CM1311.The horizontal coordinates were scaled from a topographic map and have
 CM1311.an estimated accuracy of +/- 6 seconds.
 CM1311
 CM1311.The orthometric height was determined by differential leveling
 CM1311.and adjusted by the National Geodetic Survey in June 1991..
 CM1311
 CM1311.The geoid height was determined by GEOID03.
 CM1311
 CM1311.The dynamic height is computed by dividing the NAVD 88
 CM1311.geopotential number by the normal gravity value computed on the
 CM1311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1311.degrees latitude (g = 980.6199 gals.).
 CM1311
 CM1311.The modeled gravity was interpolated from observed gravity values.
 CM1311
 CM1311;                    North         East    Units  Estimated Accuracy
 CM1311;SPC AL E     -   256,500.      188,760.      MT  (+/- 180 meters Scaled)
 CM1311
 CM1311                          SUPERSEDED SURVEY CONTROL
 CM1311
 CM1311  NGVD 29 (??/??/92)  182.065  (m)          597.32   (f) ADJ UNCH    2 0
 CM1311
 CM1311.Superseded values are not recommended for survey control.
 CM1311.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1311.See file dsdata.txt to determine how the superseded data were derived.
 CM1311
 CM1311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB979310(NAD 83)
 CM1311_MARKER: DB = BENCH MARK DISK
 CM1311_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1311_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1311_STAMPING: C 273 1949
 CM1311_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1311+STABILITY: SURFACE MOTION
 CM1311
 CM1311  HISTORY     - Date     Condition        Report By
 CM1311  HISTORY     - 1949     MONUMENTED       CGS
 CM1311
 CM1311                          STATION DESCRIPTION
 CM1311
 CM1311'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CM1311'1.2 MI SE FROM OUR TOWN.
 CM1311'ABOUT 1.2 MILES SOUTHEAST ALONG STATE HIGHWAY 63 FROM THE CROSSROADS
 CM1311'AT OUR TOWN, AT HOUSE NO. 593 ON EAST SIDE OF HIGHWAY, 188 FEET
 CM1311'WEST OF THE SOUTHWEST CORNER OF THE HOUSE, 95 FEET SOUTHEAST OF
 CM1311'THE CENTER OF THE JUNCTION OF THE DRIVE TO HOUSE, 198 FEET NORTH
 CM1311'OF A TRANSFORMER POWER POLE, 49 FEET EAST OF THE CENTER LINE OF
 CM1311'THE HIGHWAY, 16 FEET SOUTH OF THE CENTER LINE OF THE DRIVE WAY,
 CM1311'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE HIGHWAY
 CM1311'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1488 ***********************************************************************
 DG1488  DESIGNATION -  C 274
 DG1488  PID         -  DG1488
 DG1488  STATE/COUNTY-  AL/TALLAPOOSA
 DG1488  USGS QUAD   -  DAVISTON (1969)
 DG1488
 DG1488                         *CURRENT SURVEY CONTROL
 DG1488  ___________________________________________________________________
 DG1488* NAD 83(1986)-  33 03 06.     (N)    085 44 53.     (W)     SCALED    
 DG1488* NAVD 88     -       260.600  (meters)     854.99   (feet)  ADJUSTED  
 DG1488  ___________________________________________________________________
 DG1488  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DG1488  DYNAMIC HT  -         260.299 (meters)     854.00  (feet)  COMP
 DG1488  MODELED GRAV-     979,474.2   (mgal)                       NAVD 88
 DG1488
 DG1488  VERT ORDER  -  SECOND    CLASS 0
 DG1488
 DG1488.The horizontal coordinates were scaled from a topographic map and have
 DG1488.an estimated accuracy of +/- 6 seconds.
 DG1488
 DG1488.The orthometric height was determined by differential leveling
 DG1488.and adjusted by the National Geodetic Survey in June 1991..
 DG1488
 DG1488.The geoid height was determined by GEOID03.
 DG1488
 DG1488.The dynamic height is computed by dividing the NAVD 88
 DG1488.geopotential number by the normal gravity value computed on the
 DG1488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1488.degrees latitude (g = 980.6199 gals.).
 DG1488
 DG1488.The modeled gravity was interpolated from observed gravity values.
 DG1488
 DG1488;                    North         East    Units  Estimated Accuracy
 DG1488;SPC AL E     -   282,930.      207,970.      MT  (+/- 180 meters Scaled)
 DG1488
 DG1488                          SUPERSEDED SURVEY CONTROL
 DG1488
 DG1488  NGVD 29 (??/??/92)  260.554  (m)          854.83   (f) ADJ UNCH    2 0
 DG1488
 DG1488.Superseded values are not recommended for survey control.
 DG1488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1488.See file dsdata.txt to determine how the superseded data were derived.
 DG1488
 DG1488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB168577(NAD 83)
 DG1488_MARKER: DB = BENCH MARK DISK
 DG1488_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1488_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1488_STAMPING: C 274 1949
 DG1488_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1488+STABILITY: SURFACE MOTION
 DG1488
 DG1488  HISTORY     - Date     Condition        Report By
 DG1488  HISTORY     - 1949     MONUMENTED       CGS
 DG1488
 DG1488                          STATION DESCRIPTION
 DG1488
 DG1488'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1488'2.4 MI NE FROM NEW SITE.
 DG1488'ABOUT 2.4 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE HIGH
 DG1488'SCHOOL AT NEW SITE, ABOUT 0.2 MILE WEST OF THE CROSSING OF A
 DG1488'TWIN STEEL TOWER POWER TRANSMISSION LINE, 46 FEET NORTH-NORTHEAST
 DG1488'OF THE CENTER LINE OF THE HIGHWAY, 35 FEET EAST OF THE CENTER
 DG1488'LINE OF THE OLD ROAD BED LEADING NORTH, 31 1/2 FEET NORTH-NORTHEAST
 DG1488'OF A CURVE SIGN POST, 31 FEET NORTH-NORTHWEST OF A TELEPHONE POLE,
 DG1488'11 FEET NORTHWEST OF THE WEST CORNER OF A GARDEN FENCE, 2 FEET
 DG1488'NORTHWEST OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE
 DG1488'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0837 ***********************************************************************
 DH0837  DESIGNATION -  C 275 RESET
 DH0837  PID         -  DH0837
 DH0837  STATE/COUNTY-  AL/SHELBY
 DH0837  USGS QUAD   -  HELENA (1988)
 DH0837
 DH0837                         *CURRENT SURVEY CONTROL
 DH0837  ___________________________________________________________________
 DH0837* NAD 83(1986)-  33 15 31.     (N)    086 48 45.     (W)     SCALED    
 DH0837* NAVD 88     -       139.19   (meters)     456.7    (feet)  RESET     
 DH0837  ___________________________________________________________________
 DH0837  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0837
 DH0837  VERT ORDER  -  THIRD
 DH0837
 DH0837.The horizontal coordinates were scaled from a topographic map and have
 DH0837.an estimated accuracy of +/- 6 seconds.
 DH0837
 DH0837.The orthometric height was computed from unverified reset data.
 DH0837
 DH0837.The geoid height was determined by GEOID03.
 DH0837
 DH0837;                    North         East    Units  Estimated Accuracy
 DH0837;SPC AL W     -   361,500.      664,060.      MT  (+/- 180 meters Scaled)
 DH0837
 DH0837                          SUPERSEDED SURVEY CONTROL
 DH0837
 DH0837  NGVD 29 (??/??/??)  139.15   (m)          456.5    (f) RESET       3  
 DH0837
 DH0837.Superseded values are not recommended for survey control.
 DH0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0837.See file dsdata.txt to determine how the superseded data were derived.
 DH0837
 DH0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB174799(NAD 83)
 DH0837_MARKER: DB = BENCH MARK DISK
 DH0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0837_STAMPING: C 275 RESET 1954
 DH0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0837+STABILITY: SURFACE MOTION
 DH0837
 DH0837  HISTORY     - Date     Condition        Report By
 DH0837  HISTORY     - 1954     MONUMENTED       ALHD
 DH0837  HISTORY     - 1955     GOOD             NGS
 DH0837
 DH0837                          STATION DESCRIPTION
 DH0837
 DH0837'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DH0837'1.8 MI S FROM PELHAM.
 DH0837'1.8 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE OVERPASS OVER THE
 DH0837'ATLANTIC COAST LINE RAILROAD AT PELHAM, SHELBY COUNTY, 0.4 MILE SOUTH
 DH0837'OF THE JUNCTION OF A ROAD LEADING EAST, 100 FEET EAST OF THE CENTER
 DH0837'LINE OF THE NEW HIGHWAY, 95 FEET SOUTHEAST OF A HEAD WALL OF A DOUBLE
 DH0837'24-INCH PIPE CULVERT, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, AND
 DH0837'1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,  STAMPED C 275 RESET
 DH0837'1954 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 DH0837'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0816 ***********************************************************************
 DH0816  DESIGNATION -  C 276
 DH0816  PID         -  DH0816
 DH0816  STATE/COUNTY-  AL/SHELBY
 DH0816  USGS QUAD   -  ALABASTER (1980)
 DH0816
 DH0816                         *CURRENT SURVEY CONTROL
 DH0816  ___________________________________________________________________
 DH0816* NAD 83(1986)-  33 14 08.     (N)    086 46 50.     (W)     SCALED    
 DH0816* NAVD 88     -       210.481  (meters)     690.55   (feet)  ADJUSTED  
 DH0816  ___________________________________________________________________
 DH0816  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0816  DYNAMIC HT  -         210.247 (meters)     689.79  (feet)  COMP
 DH0816  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 DH0816
 DH0816  VERT ORDER  -  SECOND    CLASS 0
 DH0816
 DH0816.The horizontal coordinates were scaled from a topographic map and have
 DH0816.an estimated accuracy of +/- 6 seconds.
 DH0816
 DH0816.The orthometric height was determined by differential leveling
 DH0816.and adjusted by the National Geodetic Survey in June 1991..
 DH0816
 DH0816.The geoid height was determined by GEOID03.
 DH0816
 DH0816.The dynamic height is computed by dividing the NAVD 88
 DH0816.geopotential number by the normal gravity value computed on the
 DH0816.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0816.degrees latitude (g = 980.6199 gals.).
 DH0816
 DH0816.The modeled gravity was interpolated from observed gravity values.
 DH0816
 DH0816;                    North         East    Units  Estimated Accuracy
 DH0816;SPC AL W     -   358,970.      667,050.      MT  (+/- 180 meters Scaled)
 DH0816
 DH0816                          SUPERSEDED SURVEY CONTROL
 DH0816
 DH0816  NGVD 29 (??/??/92)  210.440  (m)          690.42   (f) ADJ UNCH    2 0
 DH0816
 DH0816.Superseded values are not recommended for survey control.
 DH0816.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0816.See file dsdata.txt to determine how the superseded data were derived.
 DH0816
 DH0816_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB204774(NAD 83)
 DH0816_MARKER: DB = BENCH MARK DISK
 DH0816_SETTING: 80 = SET IN A BOULDER
 DH0816_SP_SET: BOULDER
 DH0816_STAMPING: C 276 1949
 DH0816_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0816+STABILITY: SURFACE MOTION
 DH0816
 DH0816  HISTORY     - Date     Condition        Report By
 DH0816  HISTORY     - 1949     MONUMENTED       CGS
 DH0816
 DH0816                          STATION DESCRIPTION
 DH0816
 DH0816'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0816'2.0 MI NE FROM SAGINAW.
 DH0816'ABOUT 0.15 MILE NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 DH0816'AT SAGINAW, THENCE ABOUT 1.85 MILES NORTHEAST AND WINDING ALONG A
 DH0816'PRIVATE ROAD LEADING TO THE TOP OF FLAT TOP MOUNTAIN, ABOUT 0.5 MILE
 DH0816'NORTHEAST OF A FARM HOUSE AND BARN, 70 FEET NORTH OF THE CENTER OF A
 DH0816'CATTLE GUARD IN THE ROAD, 35 FEET NORTHWEST OF THE CENTER LINE OF THE
 DH0816'PRIVATE ROAD, 84 FEET WEST OF THE CENTER OF THE JUNCTION OF A TRAIL
 DH0816'LEADING EAST TO A SMALL BARN, SET IN THE TOP AND 1 FOOT NORTHWEST OF
 DH0816'THE SOUTHEAST EDGE OF A 5 BY 5 1/2-FOOT BOULDER PROJECTING ABOUT 3
 DH0816'FEET OUT OF THE GROUND AND ABOUT 7 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0894 ***********************************************************************
 DH0894  DESIGNATION -  C 277
 DH0894  PID         -  DH0894
 DH0894  STATE/COUNTY-  AL/SHELBY
 DH0894  USGS QUAD   -  COLUMBIANA (1980)
 DH0894
 DH0894                         *CURRENT SURVEY CONTROL
 DH0894  ___________________________________________________________________
 DH0894* NAD 83(1986)-  33 10 31.     (N)    086 36 27.     (W)     SCALED    
 DH0894* NAVD 88     -       159.699  (meters)     523.95   (feet)  ADJUSTED  
 DH0894  ___________________________________________________________________
 DH0894  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0894  DYNAMIC HT  -         159.520 (meters)     523.36  (feet)  COMP
 DH0894  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 DH0894
 DH0894  VERT ORDER  -  SECOND    CLASS 0
 DH0894
 DH0894.The horizontal coordinates were scaled from a topographic map and have
 DH0894.an estimated accuracy of +/- 6 seconds.
 DH0894
 DH0894.The orthometric height was determined by differential leveling
 DH0894.and adjusted by the National Geodetic Survey in June 1991..
 DH0894
 DH0894.The geoid height was determined by GEOID03.
 DH0894
 DH0894.The dynamic height is computed by dividing the NAVD 88
 DH0894.geopotential number by the normal gravity value computed on the
 DH0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0894.degrees latitude (g = 980.6199 gals.).
 DH0894
 DH0894.The modeled gravity was interpolated from observed gravity values.
 DH0894
 DH0894;                    North         East    Units  Estimated Accuracy
 DH0894;SPC AL W     -   352,410.      683,240.      MT  (+/- 180 meters Scaled)
 DH0894
 DH0894                          SUPERSEDED SURVEY CONTROL
 DH0894
 DH0894  NGVD 29 (??/??/92)  159.650  (m)          523.78   (f) ADJ UNCH    2 0
 DH0894
 DH0894.Superseded values are not recommended for survey control.
 DH0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0894.See file dsdata.txt to determine how the superseded data were derived.
 DH0894
 DH0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB365707(NAD 83)
 DH0894_MARKER: DB = BENCH MARK DISK
 DH0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0894_SP_SET: CONCRETE BASE
 DH0894_STAMPING: C 277 1949
 DH0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0894
 DH0894  HISTORY     - Date     Condition        Report By
 DH0894  HISTORY     - 1949     MONUMENTED       CGS
 DH0894  HISTORY     - 20030706 MARK NOT FOUND   GEOCAC
 DH0894
 DH0894                          STATION DESCRIPTION
 DH0894
 DH0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0894'IN COLUMBIANA.
 DH0894'AT COLUMBIANA, ABOUT 0.3 MILE SOUTH ALONG STATE HIGHWAY 25 FROM THE
 DH0894'COURT HOUSE, SET IN THE TOP OF THE WEST CORNER OF THE CONCRETE BASE
 DH0894'FOR THE SOUTHWEST LEG OF THE CITY WATER TOWER, ABOUT 75 YARDS
 DH0894'SOUTHEAST OF THE HIGHWAY, ABOUT 100 FEET WEST OF THE CENTER LINE OF A
 DH0894'ROAD SOUTH TO SHELBY.
 DH0894
 DH0894                          STATION RECOVERY (2003)
 DH0894
 DH0894'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0894'NEITHER THE WATER TOWER OR THE CONCRETE BASE MENTIONED IN THE 1949
 DH0894'MONUMENTED DESCRIPTION IS STILL IN EXISTENCE. THE AREA WHERE THE WATER
 DH0894'TOWER ONCE STOOD NOW IS THE LOCATION OF THE OFFICE BUILDING OF THE
 DH0894'COLUMBIANA WATER WORKS OFFICES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0872 ***********************************************************************
 DH0872  DESIGNATION -  C 278
 DH0872  PID         -  DH0872
 DH0872  STATE/COUNTY-  AL/SHELBY
 DH0872  USGS QUAD   -  WESTOVER (1982)
 DH0872
 DH0872                         *CURRENT SURVEY CONTROL
 DH0872  ___________________________________________________________________
 DH0872* NAD 83(1986)-  33 15 49.     (N)    086 34 17.     (W)     SCALED    
 DH0872* NAVD 88     -       183.917  (meters)     603.40   (feet)  ADJUSTED  
 DH0872  ___________________________________________________________________
 DH0872  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH0872  DYNAMIC HT  -         183.712 (meters)     602.73  (feet)  COMP
 DH0872  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 DH0872
 DH0872  VERT ORDER  -  SECOND    CLASS 0
 DH0872
 DH0872.The horizontal coordinates were scaled from a topographic map and have
 DH0872.an estimated accuracy of +/- 6 seconds.
 DH0872
 DH0872.The orthometric height was determined by differential leveling
 DH0872.and adjusted by the National Geodetic Survey in June 1991..
 DH0872
 DH0872.The geoid height was determined by GEOID03.
 DH0872
 DH0872.The dynamic height is computed by dividing the NAVD 88
 DH0872.geopotential number by the normal gravity value computed on the
 DH0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0872.degrees latitude (g = 980.6199 gals.).
 DH0872
 DH0872.The modeled gravity was interpolated from observed gravity values.
 DH0872
 DH0872;                    North         East    Units  Estimated Accuracy
 DH0872;SPC AL W     -   362,230.      686,520.      MT  (+/- 180 meters Scaled)
 DH0872
 DH0872                          SUPERSEDED SURVEY CONTROL
 DH0872
 DH0872  NGVD 29 (??/??/92)  183.860  (m)          603.21   (f) ADJ UNCH    2 0
 DH0872
 DH0872.Superseded values are not recommended for survey control.
 DH0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0872.See file dsdata.txt to determine how the superseded data were derived.
 DH0872
 DH0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB399805(NAD 83)
 DH0872_MARKER: DB = BENCH MARK DISK
 DH0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0872_STAMPING: C 278 1949
 DH0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0872+STABILITY: SURFACE MOTION
 DH0872
 DH0872  HISTORY     - Date     Condition        Report By
 DH0872  HISTORY     - 1949     MONUMENTED       CGS
 DH0872
 DH0872                          STATION DESCRIPTION
 DH0872
 DH0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0872'8.4 MI NE FROM COLUMBIANA.
 DH0872'ABOUT 4.35 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0872'AT COLUMBIANA THENCE ABOUT 2.2 MILES NORTH ALONG A GRAVEL ROAD VIA
 DH0872'BLUE SPRINGS CHURCH, THENCE ABOUT 0.95 MILE WEST ALONG A GRAVEL ROAD,
 DH0872'THENCE ABOUT 0.9 MILE NORTH AND NORTHWEST ALONG A GRAVEL ROAD LEADING
 DH0872'TO FLORENCE CHURCH, ABOUT 0.55 MILE SOUTHEAST OF FLORENCE CHURCH, ON
 DH0872'THE OUTSIDE OF A CURVE WITH TANGENTS NORTH AND SOUTHEAST, AT THE TOP
 DH0872'OF A GRADE, 23 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 10 FEET
 DH0872'NORTHWEST OF A 12-INCH PINE TREE, 2 FEET NORTHWEST OF A WHITE WOODEN
 DH0872'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 DH0872'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0911 ***********************************************************************
 DH0911  DESIGNATION -  C 279
 DH0911  PID         -  DH0911
 DH0911  STATE/COUNTY-  AL/SHELBY
 DH0911  USGS QUAD   -  COLUMBIANA (1980)
 DH0911
 DH0911                         *CURRENT SURVEY CONTROL
 DH0911  ___________________________________________________________________
 DH0911* NAD 83(1986)-  33 09 39.     (N)    086 36 05.     (W)     SCALED    
 DH0911* NAVD 88     -       169.031  (meters)     554.56   (feet)  ADJUSTED  
 DH0911  ___________________________________________________________________
 DH0911  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0911  DYNAMIC HT  -         168.842 (meters)     553.94  (feet)  COMP
 DH0911  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 DH0911
 DH0911  VERT ORDER  -  SECOND    CLASS 0
 DH0911
 DH0911.The horizontal coordinates were scaled from a topographic map and have
 DH0911.an estimated accuracy of +/- 6 seconds.
 DH0911
 DH0911.The orthometric height was determined by differential leveling
 DH0911.and adjusted by the National Geodetic Survey in June 1991..
 DH0911
 DH0911.The geoid height was determined by GEOID03.
 DH0911
 DH0911.The dynamic height is computed by dividing the NAVD 88
 DH0911.geopotential number by the normal gravity value computed on the
 DH0911.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0911.degrees latitude (g = 980.6199 gals.).
 DH0911
 DH0911.The modeled gravity was interpolated from observed gravity values.
 DH0911
 DH0911;                    North         East    Units  Estimated Accuracy
 DH0911;SPC AL W     -   350,810.      683,820.      MT  (+/- 180 meters Scaled)
 DH0911
 DH0911                          SUPERSEDED SURVEY CONTROL
 DH0911
 DH0911  NGVD 29 (??/??/92)  168.982  (m)          554.40   (f) ADJ UNCH    2 0
 DH0911
 DH0911.Superseded values are not recommended for survey control.
 DH0911.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0911.See file dsdata.txt to determine how the superseded data were derived.
 DH0911
 DH0911_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB371691(NAD 83)
 DH0911_MARKER: DB = BENCH MARK DISK
 DH0911_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0911_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0911_STAMPING: C 279 1949
 DH0911_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0911+STABILITY: SURFACE MOTION
 DH0911
 DH0911  HISTORY     - Date     Condition        Report By
 DH0911  HISTORY     - 1949     MONUMENTED       CGS
 DH0911  HISTORY     - 20030706 MARK NOT FOUND   GEOCAC
 DH0911
 DH0911                          STATION DESCRIPTION
 DH0911
 DH0911'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0911'1.1 MI S FROM COLUMBIANA.
 DH0911'ABOUT 1.1 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO SHELBY FROM THE
 DH0911'WATER TOWER AT COLUMBIANA, ABOUT 1.1 MILES NORTH OF THE SHELBY COUNTY
 DH0911'TRAINING SCHOOL FOR COLORED, ABOUT 0.4 MILE SOUTH OF THE JUNCTION OF A
 DH0911'ROAD EAST, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF A ROAD WEST, 149
 DH0911'FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A DIM WOODS ROAD
 DH0911'LEADING WEST, 27 FEET EAST OF THE CENTER LINE OF THE ROAD, 100 YARDS
 DH0911'NORTH OF A DOUBLE 16-INCH PIPE CULVERT, 2 FEET NORTH OF A WHITE WOODEN
 DH0911'WITNESS POST, 0.5 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 DH0911'POST PROJECTING 4 INCHES.
 DH0911
 DH0911                          STATION RECOVERY (2003)
 DH0911
 DH0911'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0911'ALTHOUGH THE MARK MAY STILL BE IN THE LOCATION IN WHICH IT WAS
 DH0911'MOMUMENTED, THE MARK COULD NOT BE FOUND AFTER AN INTENSIVE SEARCH.
 DH0911'MOST LIKELY THE MARK IS EITHER DESTROYED OR BURIED DEEP UNDER ALMOST
 DH0911'60 YEARS WORTH OF TREES AND LEAVES WHICH HAVE FALLEN IN THE AREA. THE
 DH0911'DOUBLE 16-INCH CULVERT MENTIONED IN THE ORIGINAL DESCRIPTION WAS
 DH0911'LOCATED, BUT NOT THE ACTUAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0766 ***********************************************************************
 DH0766  DESIGNATION -  C 280
 DH0766  PID         -  DH0766
 DH0766  STATE/COUNTY-  AL/CHILTON
 DH0766  USGS QUAD   -  OZAN (1979)
 DH0766
 DH0766                         *CURRENT SURVEY CONTROL
 DH0766  ___________________________________________________________________
 DH0766* NAD 83(1986)-  33 01 44.     (N)    086 43 34.     (W)     SCALED    
 DH0766* NAVD 88     -       185.652  (meters)     609.09   (feet)  ADJUSTED  
 DH0766  ___________________________________________________________________
 DH0766  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH0766  DYNAMIC HT  -         185.440 (meters)     608.40  (feet)  COMP
 DH0766  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 DH0766
 DH0766  VERT ORDER  -  SECOND    CLASS 0
 DH0766
 DH0766.The horizontal coordinates were scaled from a topographic map and have
 DH0766.an estimated accuracy of +/- 6 seconds.
 DH0766
 DH0766.The orthometric height was determined by differential leveling
 DH0766.and adjusted by the National Geodetic Survey in June 1991..
 DH0766
 DH0766.The geoid height was determined by GEOID03.
 DH0766
 DH0766.The dynamic height is computed by dividing the NAVD 88
 DH0766.geopotential number by the normal gravity value computed on the
 DH0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0766.degrees latitude (g = 980.6199 gals.).
 DH0766
 DH0766.The modeled gravity was interpolated from observed gravity values.
 DH0766
 DH0766;                    North         East    Units  Estimated Accuracy
 DH0766;SPC AL W     -   336,080.      672,300.      MT  (+/- 180 meters Scaled)
 DH0766
 DH0766                          SUPERSEDED SURVEY CONTROL
 DH0766
 DH0766  NGVD 29 (??/??/92)  185.602  (m)          608.93   (f) ADJ UNCH    2 0
 DH0766
 DH0766.Superseded values are not recommended for survey control.
 DH0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0766.See file dsdata.txt to determine how the superseded data were derived.
 DH0766
 DH0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB255545(NAD 83)
 DH0766_MARKER: DB = BENCH MARK DISK
 DH0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0766_STAMPING: C 280 1949
 DH0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0766+STABILITY: SURFACE MOTION
 DH0766
 DH0766  HISTORY     - Date     Condition        Report By
 DH0766  HISTORY     - 1949     MONUMENTED       CGS
 DH0766
 DH0766                          STATION DESCRIPTION
 DH0766
 DH0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0766'6.1 MI SE FROM CALERA.
 DH0766'ABOUT 2.9 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE BANK BUILDING AT
 DH0766'CALERA, THENCE ABOUT 3.2 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD,
 DH0766'ABOUT 1.45 MILES SOUTHEAST OF THE BRIDGE OVER WATSON CREEK, ABOUT 0.75
 DH0766'MILE NORTHWEST OF A WOODEN BRIDGE OVER THIRD CREEK, ABOUT 0.65 MILE
 DH0766'SOUTHEAST OF A BRIDGE OVER A SMALL CREEK, 96 FEET SOUTHEAST OF THE
 DH0766'NORTHEAST END OF A SMALL WOODEN CULVERT, 21 FEET NORTHEAST OF THE
 DH0766'CENTER LINE OF THE ROAD, 70 FEET NORTHWEST OF THE TOP OF A LOW GRADE,
 DH0766'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 DH0766'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1143 ***********************************************************************
 CN1143  DESIGNATION -  C 281
 CN1143  PID         -  CN1143
 CN1143  STATE/COUNTY-  AL/BIBB
 CN1143  USGS QUAD   -  RANDOLPH (1983)
 CN1143
 CN1143                         *CURRENT SURVEY CONTROL
 CN1143  ___________________________________________________________________
 CN1143* NAD 83(1986)-  32 57 31.     (N)    086 54 34.     (W)     SCALED    
 CN1143* NAVD 88     -       126.403  (meters)     414.71   (feet)  ADJUSTED  
 CN1143  ___________________________________________________________________
 CN1143  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN1143  DYNAMIC HT  -         126.259 (meters)     414.23  (feet)  COMP
 CN1143  MODELED GRAV-     979,500.8   (mgal)                       NAVD 88
 CN1143
 CN1143  VERT ORDER  -  SECOND    CLASS 0
 CN1143
 CN1143.The horizontal coordinates were scaled from a topographic map and have
 CN1143.an estimated accuracy of +/- 6 seconds.
 CN1143
 CN1143.The orthometric height was determined by differential leveling
 CN1143.and adjusted by the National Geodetic Survey in June 1991..
 CN1143
 CN1143.The geoid height was determined by GEOID03.
 CN1143
 CN1143.The dynamic height is computed by dividing the NAVD 88
 CN1143.geopotential number by the normal gravity value computed on the
 CN1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1143.degrees latitude (g = 980.6199 gals.).
 CN1143
 CN1143.The modeled gravity was interpolated from observed gravity values.
 CN1143
 CN1143;                    North         East    Units  Estimated Accuracy
 CN1143;SPC AL W     -   328,180.      655,210.      MT  (+/- 180 meters Scaled)
 CN1143
 CN1143                          SUPERSEDED SURVEY CONTROL
 CN1143
 CN1143  NGVD 29 (??/??/92)  126.368  (m)          414.59   (f) ADJ UNCH    2 0
 CN1143
 CN1143.Superseded values are not recommended for survey control.
 CN1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1143.See file dsdata.txt to determine how the superseded data were derived.
 CN1143
 CN1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB084467(NAD 83)
 CN1143_MARKER: DB = BENCH MARK DISK
 CN1143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1143_STAMPING: C 281 1949
 CN1143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1143+STABILITY: SURFACE MOTION
 CN1143
 CN1143  HISTORY     - Date     Condition        Report By
 CN1143  HISTORY     - 1949     MONUMENTED       CGS
 CN1143  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1143
 CN1143                          STATION DESCRIPTION
 CN1143
 CN1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1143'2.4 MI S FROM OAKLEY.
 CN1143'ABOUT 2.4 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1143'OAKLEY, ABOUT 0.25 MILE NORTH OF MILE POST 149, ABOUT 0.15 MILE NORTH
 CN1143'OF A 200-FOOT BRIDGE OVER A CREEK, 98 FEET NORTHWEST OF THE CENTER OF
 CN1143'A WOODS ROAD CROSSING, 52 FEET WEST OF THE WEST RAIL, 6 FEET SOUTH OF
 CN1143'TELEPHONE POLE NO. 1245, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 CN1143'4.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CN1143'PROJECTING 6 INCHES.
 CN1143
 CN1143                          STATION RECOVERY (1971)
 CN1143
 CN1143'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1143'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0415 ***********************************************************************
 DH0415  DESIGNATION -  C 282
 DH0415  PID         -  DH0415
 DH0415  STATE/COUNTY-  AL/COOSA
 DH0415  USGS QUAD   -  WEOGUFKA (1979)
 DH0415
 DH0415                         *CURRENT SURVEY CONTROL
 DH0415  ___________________________________________________________________
 DH0415* NAD 83(1986)-  33 02 51.     (N)    086 16 16.     (W)     SCALED    
 DH0415* NAVD 88     -       209.549  (meters)     687.50   (feet)  ADJUSTED  
 DH0415  ___________________________________________________________________
 DH0415  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH0415  DYNAMIC HT  -         209.310 (meters)     686.71  (feet)  COMP
 DH0415  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 DH0415
 DH0415  VERT ORDER  -  SECOND    CLASS 0
 DH0415
 DH0415.The horizontal coordinates were scaled from a topographic map and have
 DH0415.an estimated accuracy of +/- 6 seconds.
 DH0415
 DH0415.The orthometric height was determined by differential leveling
 DH0415.and adjusted by the National Geodetic Survey in June 1991..
 DH0415
 DH0415.The geoid height was determined by GEOID03.
 DH0415
 DH0415.The dynamic height is computed by dividing the NAVD 88
 DH0415.geopotential number by the normal gravity value computed on the
 DH0415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0415.degrees latitude (g = 980.6199 gals.).
 DH0415
 DH0415.The modeled gravity was interpolated from observed gravity values.
 DH0415
 DH0415;                    North         East    Units  Estimated Accuracy
 DH0415;SPC AL E     -   282,550.      159,110.      MT  (+/- 180 meters Scaled)
 DH0415
 DH0415                          SUPERSEDED SURVEY CONTROL
 DH0415
 DH0415  NGVD 29 (??/??/92)  209.496  (m)          687.32   (f) ADJ UNCH    2 0
 DH0415
 DH0415.Superseded values are not recommended for survey control.
 DH0415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0415.See file dsdata.txt to determine how the superseded data were derived.
 DH0415
 DH0415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB680567(NAD 83)
 DH0415_MARKER: DB = BENCH MARK DISK
 DH0415_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0415_SP_SET: CULVERT
 DH0415_STAMPING: C 282 1949
 DH0415_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0415
 DH0415  HISTORY     - Date     Condition        Report By
 DH0415  HISTORY     - 1949     MONUMENTED       CGS
 DH0415
 DH0415                          STATION DESCRIPTION
 DH0415
 DH0415'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0415'2.0 MI SW FROM STEWARTVILLE.
 DH0415'ABOUT 2.0 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 DH0415'STEWARTVILLE, ABOUT 0.3 MILE SOUTHWEST OF A DIM ROAD SOUTHEAST, SET IN
 DH0415'THE TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF AN 8-FOOT
 DH0415'CULVERT, 20 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, SOUTHEAST
 DH0415'OF A SMALL LAKE ON NORTHWEST SIDE OF ROAD, 1 FOOT NORTHEAST OF THE
 DH0415'SOUTHWEST END OF THE HEADWALL AND ABOUT 2 FEET BELOW THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0275 ***********************************************************************
 CN0275  DESIGNATION -  C 283
 CN0275  PID         -  CN0275
 CN0275  STATE/COUNTY-  AL/COOSA
 CN0275  USGS QUAD   -  MITCHELL DAM NW (1971)
 CN0275
 CN0275                         *CURRENT SURVEY CONTROL
 CN0275  ___________________________________________________________________
 CN0275* NAD 83(1986)-  32 57 16.     (N)    086 28 03.     (W)     SCALED    
 CN0275* NAVD 88     -       186.249  (meters)     611.05   (feet)  ADJUSTED  
 CN0275  ___________________________________________________________________
 CN0275  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN0275  DYNAMIC HT  -         186.036 (meters)     610.35  (feet)  COMP
 CN0275  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 CN0275
 CN0275  VERT ORDER  -  SECOND    CLASS 0
 CN0275
 CN0275.The horizontal coordinates were scaled from a topographic map and have
 CN0275.an estimated accuracy of +/- 6 seconds.
 CN0275
 CN0275.The orthometric height was determined by differential leveling
 CN0275.and adjusted by the National Geodetic Survey in June 1991..
 CN0275
 CN0275.The geoid height was determined by GEOID03.
 CN0275
 CN0275.The dynamic height is computed by dividing the NAVD 88
 CN0275.geopotential number by the normal gravity value computed on the
 CN0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0275.degrees latitude (g = 980.6199 gals.).
 CN0275
 CN0275.The modeled gravity was interpolated from observed gravity values.
 CN0275
 CN0275;                    North         East    Units  Estimated Accuracy
 CN0275;SPC AL E     -   272,320.      140,710.      MT  (+/- 180 meters Scaled)
 CN0275
 CN0275                          SUPERSEDED SURVEY CONTROL
 CN0275
 CN0275  NGVD 29 (??/??/92)  186.208  (m)          610.92   (f) ADJ UNCH    2 0
 CN0275
 CN0275.Superseded values are not recommended for survey control.
 CN0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0275.See file dsdata.txt to determine how the superseded data were derived.
 CN0275
 CN0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB497463(NAD 83)
 CN0275_MARKER: DB = BENCH MARK DISK
 CN0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0275_STAMPING: C 283 1949
 CN0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0275+STABILITY: SURFACE MOTION
 CN0275
 CN0275  HISTORY     - Date     Condition        Report By
 CN0275  HISTORY     - 1949     MONUMENTED       CGS
 CN0275  HISTORY     - 1964     GOOD             NGS
 CN0275
 CN0275                          STATION DESCRIPTION
 CN0275
 CN0275'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CN0275'3.4 MI E FROM LAY DAM.
 CN0275'LOCATED 0.3 MILE EAST ALONG A TRACK ROAD FROM THE LAY DAM ON THE COOSA
 CN0275'RIVER, THENCE 3.15 MILE EAST ALONG A COUNTY ROAD TO THE TOP OF A HILL
 CN0275'AND THE MARK ON THE LEFT.  ABOUT 1.1 MILE EAST OF THE ROAD LEADING
 CN0275'NORTH TO CAMP RILEY AND LITTLE TOM.  IT IS 43 FEET NORTH OF THE CENTER
 CN0275'OF THE NEW ROAD, 38 FEET SOUTH OF THE CENTER OF THE OLD ROADBED AND 1
 CN0275'FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD 12-INCH ROUND
 CN0275'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1252 ***********************************************************************
 CN1252  DESIGNATION -  C 284
 CN1252  PID         -  CN1252
 CN1252  STATE/COUNTY-  AL/CHILTON
 CN1252  USGS QUAD   -  JEMISON EAST (1983)
 CN1252
 CN1252                         *CURRENT SURVEY CONTROL
 CN1252  ___________________________________________________________________
 CN1252* NAD 83(1986)-  32 57 07.     (N)    086 44 29.     (W)     SCALED    
 CN1252* NAVD 88     -       208.931  (meters)     685.47   (feet)  ADJUSTED  
 CN1252  ___________________________________________________________________
 CN1252  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN1252  DYNAMIC HT  -         208.692 (meters)     684.68  (feet)  COMP
 CN1252  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CN1252
 CN1252  VERT ORDER  -  SECOND    CLASS 0
 CN1252
 CN1252.The horizontal coordinates were scaled from a topographic map and have
 CN1252.an estimated accuracy of +/- 6 seconds.
 CN1252
 CN1252.The orthometric height was determined by differential leveling
 CN1252.and adjusted by the National Geodetic Survey in June 1991..
 CN1252
 CN1252.The geoid height was determined by GEOID03.
 CN1252
 CN1252.The dynamic height is computed by dividing the NAVD 88
 CN1252.geopotential number by the normal gravity value computed on the
 CN1252.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1252.degrees latitude (g = 980.6199 gals.).
 CN1252
 CN1252.The modeled gravity was interpolated from observed gravity values.
 CN1252
 CN1252;                    North         East    Units  Estimated Accuracy
 CN1252;SPC AL W     -   327,540.      670,930.      MT  (+/- 180 meters Scaled)
 CN1252
 CN1252                          SUPERSEDED SURVEY CONTROL
 CN1252
 CN1252  NGVD 29 (??/??/92)  208.885  (m)          685.32   (f) ADJ UNCH    2 0
 CN1252
 CN1252.Superseded values are not recommended for survey control.
 CN1252.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1252.See file dsdata.txt to determine how the superseded data were derived.
 CN1252
 CN1252_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB241459(NAD 83)
 CN1252_MARKER: DB = BENCH MARK DISK
 CN1252_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1252_SP_SET: CULVERT
 CN1252_STAMPING: C 284 1949
 CN1252_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1252
 CN1252  HISTORY     - Date     Condition        Report By
 CN1252  HISTORY     - 1949     MONUMENTED       CGS
 CN1252
 CN1252                          STATION DESCRIPTION
 CN1252
 CN1252'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1252'1.0 MI SE FROM JEMISON.
 CN1252'ABOUT 1.0 MILE SOUTHEAST ALONG U. S. HIGHWAY 31 FROM THE HIGH SCHOOL
 CN1252'AT JEMISON, SET IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD
 CN1252'WALL OF A 9-FOOT CONCRETE CULVERT, 30 FEET SOUTHWEST OF AND ABOUT 3
 CN1252'FEET BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0373 ***********************************************************************
 DH0373  DESIGNATION -  C 285
 DH0373  PID         -  DH0373
 DH0373  STATE/COUNTY-  AL/SHELBY
 DH0373  USGS QUAD   -  HARPERSVILLE (1972)
 DH0373
 DH0373                         *CURRENT SURVEY CONTROL
 DH0373  ___________________________________________________________________
 DH0373* NAD 83(1986)-  33 17 36.     (N)    086 24 19.     (W)     SCALED    
 DH0373* NAVD 88     -       133.461  (meters)     437.86   (feet)  ADJUSTED  
 DH0373  ___________________________________________________________________
 DH0373  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0373  DYNAMIC HT  -         133.313 (meters)     437.38  (feet)  COMP
 DH0373  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 DH0373
 DH0373  VERT ORDER  -  SECOND    CLASS 0
 DH0373
 DH0373.The horizontal coordinates were scaled from a topographic map and have
 DH0373.an estimated accuracy of +/- 6 seconds.
 DH0373
 DH0373.The orthometric height was determined by differential leveling
 DH0373.and adjusted by the National Geodetic Survey in June 1991..
 DH0373
 DH0373.The geoid height was determined by GEOID03.
 DH0373
 DH0373.The dynamic height is computed by dividing the NAVD 88
 DH0373.geopotential number by the normal gravity value computed on the
 DH0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0373.degrees latitude (g = 980.6199 gals.).
 DH0373
 DH0373.The modeled gravity was interpolated from observed gravity values.
 DH0373
 DH0373;                    North         East    Units  Estimated Accuracy
 DH0373;SPC AL W     -   365,680.      701,960.      MT  (+/- 180 meters Scaled)
 DH0373
 DH0373                          SUPERSEDED SURVEY CONTROL
 DH0373
 DH0373  NGVD 29 (??/??/92)  133.424  (m)          437.74   (f) ADJ UNCH    2 0
 DH0373
 DH0373.Superseded values are not recommended for survey control.
 DH0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0373.See file dsdata.txt to determine how the superseded data were derived.
 DH0373
 DH0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB553839(NAD 83)
 DH0373_MARKER: DB = BENCH MARK DISK
 DH0373_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0373_SP_SET: CULVERT
 DH0373_STAMPING: C 285 1949
 DH0373_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0373
 DH0373  HISTORY     - Date     Condition        Report By
 DH0373  HISTORY     - 1949     MONUMENTED       CGS
 DH0373
 DH0373                          STATION DESCRIPTION
 DH0373
 DH0373'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0373'3.85 MI W FROM CHILDERSBURG.
 DH0373'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF
 DH0373'STATE HIGHWAY 76E AT CHILDERSBURG, THENCE ABOUT 2.2 MILES WEST ALONG
 DH0373'STATE HIGHWAY 76, ABOUT 0.5 MILE NORTHEAST OF A SIDE ROAD SOUTH, ABOUT
 DH0373'0.35 MILE SOUTHWEST OF A CROSSROAD, SET IN THE TOP OF THE SOUTHWEST
 DH0373'END OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 20 FEET
 DH0373'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 3 FEET BELOW THE
 DH0373'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0201 ***********************************************************************
 CN0201  DESIGNATION -  C 286
 CN0201  PID         -  CN0201
 CN0201  STATE/COUNTY-  AL/COOSA
 CN0201  USGS QUAD   -  ROCKFORD SW (1971)
 CN0201
 CN0201                         *CURRENT SURVEY CONTROL
 CN0201  ___________________________________________________________________
 CN0201* NAD 83(1986)-  32 47 38.     (N)    086 07 56.     (W)     SCALED    
 CN0201* NAVD 88     -       212.548  (meters)     697.33   (feet)  ADJUSTED  
 CN0201  ___________________________________________________________________
 CN0201  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN0201  DYNAMIC HT  -         212.300 (meters)     696.52  (feet)  COMP
 CN0201  MODELED GRAV-     979,464.0   (mgal)                       NAVD 88
 CN0201
 CN0201  VERT ORDER  -  SECOND    CLASS 0
 CN0201
 CN0201.The horizontal coordinates were scaled from a topographic map and have
 CN0201.an estimated accuracy of +/- 6 seconds.
 CN0201
 CN0201.The orthometric height was determined by differential leveling
 CN0201.and adjusted by the National Geodetic Survey in June 1991..
 CN0201
 CN0201.The geoid height was determined by GEOID03.
 CN0201
 CN0201.The dynamic height is computed by dividing the NAVD 88
 CN0201.geopotential number by the normal gravity value computed on the
 CN0201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0201.degrees latitude (g = 980.6199 gals.).
 CN0201
 CN0201.The modeled gravity was interpolated from observed gravity values.
 CN0201
 CN0201;                    North         East    Units  Estimated Accuracy
 CN0201;SPC AL E     -   254,380.      172,000.      MT  (+/- 180 meters Scaled)
 CN0201
 CN0201                          SUPERSEDED SURVEY CONTROL
 CN0201
 CN0201  NGVD 29 (??/??/92)  212.526  (m)          697.26   (f) ADJ UNCH    2 0
 CN0201
 CN0201.Superseded values are not recommended for survey control.
 CN0201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0201.See file dsdata.txt to determine how the superseded data were derived.
 CN0201
 CN0201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB812287(NAD 83)
 CN0201_MARKER: DB = BENCH MARK DISK
 CN0201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0201_STAMPING: C 286 1949
 CN0201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0201+STABILITY: SURFACE MOTION
 CN0201
 CN0201  HISTORY     - Date     Condition        Report By
 CN0201  HISTORY     - 1949     MONUMENTED       CGS
 CN0201
 CN0201                          STATION DESCRIPTION
 CN0201
 CN0201'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0201'3.75 MI SW FROM NIXBURG.
 CN0201'ABOUT 2.55 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 CN0201'NIXBURG THENCE ABOUT 1.2 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD,
 CN0201'AT A HOUSE SOUTHWEST OF ROAD AND AT A CURVE IN THE ROAD WITH TANGENTS
 CN0201'NORTH AND SOUTHEAST, ABOUT 0.7 MILE WEST OF A CROSS ROAD, 137 FEET
 CN0201'WEST OF THE CENTER OF THE JUNCTION OF THE ROAD AND THE SOUTHEAST DRIVE
 CN0201'WAY TO HOUSE, 206 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION
 CN0201'OF ROAD AND NORTHWEST DRIVE WAY TO HOUSE, 185 FEET NORTH OF THE
 CN0201'NORTHEAST CORNER OF THE HOUSE, 74 FEET EAST-SOUTHEAST AND ACROSS DRIVE
 CN0201'FROM POWER POLE NO. 150, 76 FEET NORTH OF A 36-INCH OAK TREE, 70 FEET
 CN0201'SOUTHWEST OF THE SOUTHEAST TANGENT OF THE ROAD, 1 1/2 FEET NORTHEAST
 CN0201'OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE ROAD AND SET IN THE
 CN0201'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0164 ***********************************************************************
 CN0164  DESIGNATION -  C 287
 CN0164  PID         -  CN0164
 CN0164  STATE/COUNTY-  AL/ELMORE
 CN0164  USGS QUAD   -  HOLTVILLE (1987)
 CN0164
 CN0164                         *CURRENT SURVEY CONTROL
 CN0164  ___________________________________________________________________
 CN0164* NAD 83(1986)-  32 42 40.     (N)    086 19 05.     (W)     SCALED    
 CN0164* NAVD 88     -       140.195  (meters)     459.96   (feet)  ADJUSTED  
 CN0164  ___________________________________________________________________
 CN0164  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CN0164  DYNAMIC HT  -         140.033 (meters)     459.42  (feet)  COMP
 CN0164  MODELED GRAV-     979,478.8   (mgal)                       NAVD 88
 CN0164
 CN0164  VERT ORDER  -  SECOND    CLASS 0
 CN0164
 CN0164.The horizontal coordinates were scaled from a topographic map and have
 CN0164.an estimated accuracy of +/- 6 seconds.
 CN0164
 CN0164.The orthometric height was determined by differential leveling
 CN0164.and adjusted by the National Geodetic Survey in June 1991..
 CN0164
 CN0164.The geoid height was determined by GEOID03.
 CN0164
 CN0164.The dynamic height is computed by dividing the NAVD 88
 CN0164.geopotential number by the normal gravity value computed on the
 CN0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0164.degrees latitude (g = 980.6199 gals.).
 CN0164
 CN0164.The modeled gravity was interpolated from observed gravity values.
 CN0164
 CN0164;                    North         East    Units  Estimated Accuracy
 CN0164;SPC AL E     -   245,260.      154,560.      MT  (+/- 180 meters Scaled)
 CN0164
 CN0164                          SUPERSEDED SURVEY CONTROL
 CN0164
 CN0164  NGVD 29 (??/??/92)  140.166  (m)          459.86   (f) ADJ UNCH    2 0
 CN0164
 CN0164.Superseded values are not recommended for survey control.
 CN0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0164.See file dsdata.txt to determine how the superseded data were derived.
 CN0164
 CN0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB639194(NAD 83)
 CN0164_MARKER: DB = BENCH MARK DISK
 CN0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0164_STAMPING: C 287 1949
 CN0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0164+STABILITY: SURFACE MOTION
 CN0164
 CN0164  HISTORY     - Date     Condition        Report By
 CN0164  HISTORY     - 1949     MONUMENTED       CGS
 CN0164
 CN0164                          STATION DESCRIPTION
 CN0164
 CN0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0164'IN TITUS.
 CN0164'AT TITUS, AT THE TITUS BAPTIST CHURCH, 162 FEET SOUTH-SOUTHEAST OF THE
 CN0164'SOUTH CORNER OF THE CHURCH BUILDING, 139 FEET SOUTHEAST OF A POWER
 CN0164'LINE JUNCTION POLE, 45 FEET NORTHEAST OF THE CENTER LINE OF THE BLACK
 CN0164'TOP ROAD, 13 FEET NORTH OF A FENCE CORNER, 1 1/2 FEET WEST OF A FENCE
 CN0164'LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 CN0164'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0208 ***********************************************************************
 CN0208  DESIGNATION -  C 288
 CN0208  PID         -  CN0208
 CN0208  STATE/COUNTY-  AL/ELMORE
 CN0208  USGS QUAD   -  ECLECTIC (1984)
 CN0208
 CN0208                         *CURRENT SURVEY CONTROL
 CN0208  ___________________________________________________________________
 CN0208* NAD 83(1986)-  32 43 43.     (N)    086 07 25.     (W)     SCALED    
 CN0208* NAVD 88     -       218.329  (meters)     716.30   (feet)  ADJUSTED  
 CN0208  ___________________________________________________________________
 CN0208  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN0208  DYNAMIC HT  -         218.073 (meters)     715.46  (feet)  COMP
 CN0208  MODELED GRAV-     979,462.0   (mgal)                       NAVD 88
 CN0208
 CN0208  VERT ORDER  -  SECOND    CLASS 0
 CN0208
 CN0208.The horizontal coordinates were scaled from a topographic map and have
 CN0208.an estimated accuracy of +/- 6 seconds.
 CN0208
 CN0208.The orthometric height was determined by differential leveling
 CN0208.and adjusted by the National Geodetic Survey in June 1991..
 CN0208
 CN0208.The geoid height was determined by GEOID03.
 CN0208
 CN0208.The dynamic height is computed by dividing the NAVD 88
 CN0208.geopotential number by the normal gravity value computed on the
 CN0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0208.degrees latitude (g = 980.6199 gals.).
 CN0208
 CN0208.The modeled gravity was interpolated from observed gravity values.
 CN0208
 CN0208;                    North         East    Units  Estimated Accuracy
 CN0208;SPC AL E     -   247,140.      172,790.      MT  (+/- 180 meters Scaled)
 CN0208
 CN0208                          SUPERSEDED SURVEY CONTROL
 CN0208
 CN0208  NGVD 29 (??/??/92)  218.308  (m)          716.23   (f) ADJ UNCH    2 0
 CN0208
 CN0208.Superseded values are not recommended for survey control.
 CN0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0208.See file dsdata.txt to determine how the superseded data were derived.
 CN0208
 CN0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB821215(NAD 83)
 CN0208_MARKER: DB = BENCH MARK DISK
 CN0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0208_STAMPING: C 288 1949
 CN0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0208+STABILITY: SURFACE MOTION
 CN0208
 CN0208  HISTORY     - Date     Condition        Report By
 CN0208  HISTORY     - 1949     MONUMENTED       CGS
 CN0208
 CN0208                          STATION DESCRIPTION
 CN0208
 CN0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0208'0.95 MI SW FROM SEMAN.
 CN0208'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE CHURCH AND
 CN0208'CEMETERY AT SEMAN, THENCE ABOUT 0.15 MILE SOUTH AND ABOUT 0.65 MILE
 CN0208'SOUTHWEST ALONG GRAVEL ROADS, ABOUT 0.3 MILE EAST OF A ROAD SOUTH, AT
 CN0208'A DIM ROAD NORTH, 51 FEET NORTHWEST AND ACROSS THE DIM ROAD FROM THE
 CN0208'NORTH END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 43 FEET NORTH OF THE
 CN0208'CENTER LINE OF THE ROAD, 25 FEET WEST AND ACROSS THE DIM ROAD FROM A
 CN0208'TRIANGULAR BLAZED 14-INCH HICKORY TREE, 18 FEET WEST OF THE CENTER
 CN0208'LINE OF THE DIM ROAD NORTH, 20 FEET NORTH OF A 12-INCH OAK TREE, 1 1/2
 CN0208'FEET WEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD
 CN0208'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0126 ***********************************************************************
 CN0126  DESIGNATION -  C 289
 CN0126  PID         -  CN0126
 CN0126  STATE/COUNTY-  AL/ELMORE
 CN0126  USGS QUAD   -  HOLTVILLE (1987)
 CN0126
 CN0126                         *CURRENT SURVEY CONTROL
 CN0126  ___________________________________________________________________
 CN0126* NAD 83(1986)-  32 39 44.     (N)    086 20 06.     (W)     SCALED    
 CN0126* NAVD 88     -       108.801  (meters)     356.96   (feet)  ADJUSTED  
 CN0126  ___________________________________________________________________
 CN0126  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN0126  DYNAMIC HT  -         108.675 (meters)     356.54  (feet)  COMP
 CN0126  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 CN0126
 CN0126  VERT ORDER  -  SECOND    CLASS 0
 CN0126
 CN0126.The horizontal coordinates were scaled from a topographic map and have
 CN0126.an estimated accuracy of +/- 6 seconds.
 CN0126
 CN0126.The orthometric height was determined by differential leveling
 CN0126.and adjusted by the National Geodetic Survey in June 1991..
 CN0126
 CN0126.The geoid height was determined by GEOID03.
 CN0126
 CN0126.The dynamic height is computed by dividing the NAVD 88
 CN0126.geopotential number by the normal gravity value computed on the
 CN0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0126.degrees latitude (g = 980.6199 gals.).
 CN0126
 CN0126.The modeled gravity was interpolated from observed gravity values.
 CN0126
 CN0126;                    North         East    Units  Estimated Accuracy
 CN0126;SPC AL E     -   239,850.      152,940.      MT  (+/- 180 meters Scaled)
 CN0126
 CN0126                          SUPERSEDED SURVEY CONTROL
 CN0126
 CN0126  NGVD 29 (??/??/92)  108.775  (m)          356.87   (f) ADJ UNCH    2 0
 CN0126
 CN0126.Superseded values are not recommended for survey control.
 CN0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0126.See file dsdata.txt to determine how the superseded data were derived.
 CN0126
 CN0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB623140(NAD 83)
 CN0126_MARKER: DB = BENCH MARK DISK
 CN0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0126_STAMPING: C 289 1949
 CN0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0126+STABILITY: SURFACE MOTION
 CN0126
 CN0126  HISTORY     - Date     Condition        Report By
 CN0126  HISTORY     - 1949     MONUMENTED       CGS
 CN0126
 CN0126                          STATION DESCRIPTION
 CN0126
 CN0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0126'2.8 MI NW FROM HOLTVILLE.
 CN0126'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 111 FROM THE SCHOOL AT
 CN0126'HOLTVILLE, THENCE ABOUT 2.35 MILES NORTHWEST ALONG A BLACK TOP ROAD,
 CN0126'ABOUT 0.8 MILE NORTHWEST OF THE BRIDGE OVER SHOAL CREEK, ABOUT 0.4
 CN0126'MILE NORTHWEST OF A CROSSROAD, AT THE RESIDENCE OF F. M. FARMER, 65
 CN0126'1/2 FEET EAST AND ACROSS THE DRIVE FROM THE NORTHEAST CORNER OF THE
 CN0126'HOUSE, 183 FEET SOUTHEAST AND ACROSS DRIVE FROM, A LONE 30-INCH OAK
 CN0126'TREE, 78 FEET EAST-NORTHEAST AND ACROSS THE DRIVE FROM A WELL 51 FEET
 CN0126'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 15 FEET SOUTHEAST OF THE
 CN0126'CENTER LINE OF THE DRIVE, 2 FEET SOUTHWEST OF A FENCE CORNER, 1 1/2
 CN0126'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 CN0126'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0292 ***********************************************************************
 BU0292  DESIGNATION -  C 29
 BU0292  PID         -  BU0292
 BU0292  STATE/COUNTY-  AL/COVINGTON
 BU0292  USGS QUAD   -  ANDALUSIA (1986)
 BU0292
 BU0292                         *CURRENT SURVEY CONTROL
 BU0292  ___________________________________________________________________
 BU0292* NAD 83(1986)-  31 18 17.     (N)    086 26 46.     (W)     SCALED    
 BU0292* NAVD 88     -        89.377  (meters)     293.23   (feet)  ADJUSTED  
 BU0292  ___________________________________________________________________
 BU0292  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BU0292  DYNAMIC HT  -          89.267 (meters)     292.87  (feet)  COMP
 BU0292  MODELED GRAV-     979,411.0   (mgal)                       NAVD 88
 BU0292
 BU0292  VERT ORDER  -  FIRST     CLASS I
 BU0292
 BU0292.The horizontal coordinates were scaled from a topographic map and have
 BU0292.an estimated accuracy of +/- 6 seconds.
 BU0292
 BU0292.The orthometric height was determined by differential leveling
 BU0292.and adjusted by the National Geodetic Survey in June 1991..
 BU0292
 BU0292.The geoid height was determined by GEOID03.
 BU0292
 BU0292.The dynamic height is computed by dividing the NAVD 88
 BU0292.geopotential number by the normal gravity value computed on the
 BU0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0292.degrees latitude (g = 980.6199 gals.).
 BU0292
 BU0292.The modeled gravity was interpolated from observed gravity values.
 BU0292
 BU0292;                    North         East    Units  Estimated Accuracy
 BU0292;SPC AL E     -    89,380.      141,670.      MT  (+/- 180 meters Scaled)
 BU0292
 BU0292                          SUPERSEDED SURVEY CONTROL
 BU0292
 BU0292  NGVD 29 (??/??/92)   89.411  (m)          293.34   (f) ADJ UNCH    1 1
 BU0292
 BU0292.Superseded values are not recommended for survey control.
 BU0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0292.See file dsdata.txt to determine how the superseded data were derived.
 BU0292
 BU0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV527635(NAD 83)
 BU0292_MARKER: DB = BENCH MARK DISK
 BU0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0292_STAMPING: C 29 1934
 BU0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0292+STABILITY: SURFACE MOTION
 BU0292
 BU0292  HISTORY     - Date     Condition        Report By
 BU0292  HISTORY     - 1934     MONUMENTED       CGS
 BU0292  HISTORY     - 1968     GOOD             NGS
 BU0292
 BU0292                          STATION DESCRIPTION
 BU0292
 BU0292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0292'2.2 MI E FROM ANDALUSIA.
 BU0292'ABOUT 2.2 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0292'THE STATION AT ANDALUSIA, ABOUT 0.1 MILE OF 17 1/2 RAILS SOUTHEAST OF
 BU0292'MILEPOST 582, ABOUT 4 1/2 RAILS SOUTHEAST OF AN ABANDONED ROAD
 BU0292'CROSSING, 78 1/2 FEET NORTHWEST OF A 30-INCH LONE OAK TREE IN A
 BU0292'RIGHT-OF-WAY FENCE, 46.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 3 FEET
 BU0292'NORTHEAST OF A RIGHT-OF-WAY FENCE LINE, 1 FOOT SOUTHEAST OF A METAL
 BU0292'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK AND SET IN THE
 BU0292'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 BU0292'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1326 ***********************************************************************
 CN1326  DESIGNATION -  C 290
 CN1326  PID         -  CN1326
 CN1326  STATE/COUNTY-  AL/CHILTON
 CN1326  USGS QUAD   -  LAY DAM (1981)
 CN1326
 CN1326                         *CURRENT SURVEY CONTROL
 CN1326  ___________________________________________________________________
 CN1326* NAD 83(1986)-  32 54 40.     (N)    086 36 27.     (W)     SCALED    
 CN1326* NAVD 88     -       171.553  (meters)     562.84   (feet)  ADJUSTED  
 CN1326  ___________________________________________________________________
 CN1326  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CN1326  DYNAMIC HT  -         171.356 (meters)     562.19  (feet)  COMP
 CN1326  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 CN1326
 CN1326  VERT ORDER  -  SECOND    CLASS 0
 CN1326
 CN1326.The horizontal coordinates were scaled from a topographic map and have
 CN1326.an estimated accuracy of +/- 6 seconds.
 CN1326
 CN1326.The orthometric height was determined by differential leveling
 CN1326.and adjusted by the National Geodetic Survey in June 1991..
 CN1326
 CN1326.The geoid height was determined by GEOID03.
 CN1326
 CN1326.The dynamic height is computed by dividing the NAVD 88
 CN1326.geopotential number by the normal gravity value computed on the
 CN1326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1326.degrees latitude (g = 980.6199 gals.).
 CN1326
 CN1326.The modeled gravity was interpolated from observed gravity values.
 CN1326
 CN1326;                    North         East    Units  Estimated Accuracy
 CN1326;SPC AL W     -   323,110.      683,490.      MT  (+/- 180 meters Scaled)
 CN1326
 CN1326                          SUPERSEDED SURVEY CONTROL
 CN1326
 CN1326  NGVD 29 (??/??/92)  171.509  (m)          562.69   (f) ADJ UNCH    2 0
 CN1326
 CN1326.Superseded values are not recommended for survey control.
 CN1326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1326.See file dsdata.txt to determine how the superseded data were derived.
 CN1326
 CN1326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB367415(NAD 83)
 CN1326_MARKER: DB = BENCH MARK DISK
 CN1326_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1326_SP_SET: CULVERT
 CN1326_STAMPING: C 290 1949
 CN1326_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1326
 CN1326  HISTORY     - Date     Condition        Report By
 CN1326  HISTORY     - 1949     MONUMENTED       CGS
 CN1326
 CN1326                          STATION DESCRIPTION
 CN1326
 CN1326'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1326'7.05 MI SW FROM LAY DAM.
 CN1326'ABOUT 7.05 MILES SOUTHWEST ALONG A ROAD LEADING TO CLANTON FROM THE
 CN1326'ENTRANCE GATE TO THE WEST END OF LAY DAM ACROSS COOSA RIVER, ABOUT 0.2
 CN1326'MILE WEST OF CANE CREEK CHURCH AND CEMETERY, AT A NORTH-SOUTH
 CN1326'CROSSROAD, 20 FEET NORTHWEST OF THE CENTER OF THE MAIN ROAD, 32 FEET
 CN1326'EAST OF THE CENTER LINE OF THE ROAD NORTH, SET IN THE TOP OF THE
 CN1326'NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT
 CN1326'AND ABOUT 1 FOOT BELOW THE MAIN ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1151 ***********************************************************************
 CN1151  DESIGNATION -  C 291
 CN1151  PID         -  CN1151
 CN1151  STATE/COUNTY-  AL/BIBB
 CN1151  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1151
 CN1151                         *CURRENT SURVEY CONTROL
 CN1151  ___________________________________________________________________
 CN1151* NAD 83(1986)-  32 52 16.     (N)    086 53 51.     (W)     SCALED    
 CN1151* NAVD 88     -       134.848  (meters)     442.41   (feet)  ADJUSTED  
 CN1151  ___________________________________________________________________
 CN1151  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CN1151  DYNAMIC HT  -         134.693 (meters)     441.91  (feet)  COMP
 CN1151  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 CN1151
 CN1151  VERT ORDER  -  FIRST     CLASS II
 CN1151
 CN1151.The horizontal coordinates were scaled from a topographic map and have
 CN1151.an estimated accuracy of +/- 6 seconds.
 CN1151
 CN1151.The orthometric height was determined by differential leveling
 CN1151.and adjusted by the National Geodetic Survey in June 1991..
 CN1151
 CN1151.The geoid height was determined by GEOID03.
 CN1151
 CN1151.The dynamic height is computed by dividing the NAVD 88
 CN1151.geopotential number by the normal gravity value computed on the
 CN1151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1151.degrees latitude (g = 980.6199 gals.).
 CN1151
 CN1151.The modeled gravity was interpolated from observed gravity values.
 CN1151
 CN1151;                    North         East    Units  Estimated Accuracy
 CN1151;SPC AL W     -   318,480.      656,380.      MT  (+/- 180 meters Scaled)
 CN1151
 CN1151                          SUPERSEDED SURVEY CONTROL
 CN1151
 CN1151  NGVD 29 (??/??/92)  134.798  (m)          442.25   (f) ADJ UNCH    1 2
 CN1151
 CN1151.Superseded values are not recommended for survey control.
 CN1151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1151.See file dsdata.txt to determine how the superseded data were derived.
 CN1151
 CN1151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB095370(NAD 83)
 CN1151_MARKER: DB = BENCH MARK DISK
 CN1151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1151_STAMPING: C 291 1949
 CN1151_MARK LOGO: CGS   
 CN1151_PROJECTION: PROJECTING 2 CENTIMETERS
 CN1151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1151+STABILITY: SURFACE MOTION
 CN1151
 CN1151  HISTORY     - Date     Condition        Report By
 CN1151  HISTORY     - 1949     MONUMENTED       CGS
 CN1151  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1151  HISTORY     - 1981     GOOD             NGS
 CN1151
 CN1151                          STATION DESCRIPTION
 CN1151
 CN1151'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1151'2.1 MI SE FROM RANDOLPH.
 CN1151'ABOUT 2.1 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 CN1151'AT RANDOLPH, ABOUT 110 YARDS SOUTHEAST OF A SMALL DIRT ROAD CROSSING,
 CN1151'AT MILE POST 155, 47 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 108.5 FEET
 CN1151'WEST-NORTHWEST OF MILE POST 155, 57.5 FEET SOUTHEAST OF A TRIANGULAR
 CN1151'BLAZED 28-INCH OAK TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 CN1151'POST, 5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CN1151'PROJECTING 4 INCHES.
 CN1151
 CN1151                          STATION RECOVERY (1971)
 CN1151
 CN1151'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1151'MARK NOT FOUND.
 CN1151
 CN1151                          STATION RECOVERY (1981)
 CN1151
 CN1151'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CN1151'CHANGE TO REACH TO READ 3.4 KILOMETERS (2.1 MILE) SOUTHEAST ALONG
 CN1151'THE SOUTHERN RAILROAD FROM THE CROSSING OF COUNTY ROAD 36 IN
 CN1151'RANDOLPH.
 CN1151'THE MARK IS 0.32 METERS  NE FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1353 ***********************************************************************
 CN1353  DESIGNATION -  C 292
 CN1353  PID         -  CN1353
 CN1353  STATE/COUNTY-  AL/CHILTON
 CN1353  USGS QUAD   -  CLANTON WEST (1972)
 CN1353
 CN1353                         *CURRENT SURVEY CONTROL
 CN1353  ___________________________________________________________________
 CN1353* NAD 83(1986)-  32 48 01.     (N)    086 42 42.     (W)     SCALED    
 CN1353* NAVD 88     -       215.196  (meters)     706.02   (feet)  ADJUSTED  
 CN1353  ___________________________________________________________________
 CN1353  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CN1353  DYNAMIC HT  -         214.950 (meters)     705.22  (feet)  COMP
 CN1353  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CN1353
 CN1353  VERT ORDER  -  SECOND    CLASS 0
 CN1353
 CN1353.The horizontal coordinates were scaled from a topographic map and have
 CN1353.an estimated accuracy of +/- 6 seconds.
 CN1353
 CN1353.The orthometric height was determined by differential leveling
 CN1353.and adjusted by the National Geodetic Survey in June 1991..
 CN1353
 CN1353.The geoid height was determined by GEOID03.
 CN1353
 CN1353.The dynamic height is computed by dividing the NAVD 88
 CN1353.geopotential number by the normal gravity value computed on the
 CN1353.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1353.degrees latitude (g = 980.6199 gals.).
 CN1353
 CN1353.The modeled gravity was interpolated from observed gravity values.
 CN1353
 CN1353;                    North         East    Units  Estimated Accuracy
 CN1353;SPC AL W     -   310,740.      673,830.      MT  (+/- 180 meters Scaled)
 CN1353
 CN1353                          SUPERSEDED SURVEY CONTROL
 CN1353
 CN1353  NGVD 29 (??/??/92)  215.150  (m)          705.87   (f) ADJ UNCH    2 0
 CN1353
 CN1353.Superseded values are not recommended for survey control.
 CN1353.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1353.See file dsdata.txt to determine how the superseded data were derived.
 CN1353
 CN1353_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB269291(NAD 83)
 CN1353_MARKER: DB = BENCH MARK DISK
 CN1353_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1353_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1353_STAMPING: C 292 1949
 CN1353_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1353+STABILITY: SURFACE MOTION
 CN1353
 CN1353  HISTORY     - Date     Condition        Report By
 CN1353  HISTORY     - 1949     MONUMENTED       CGS
 CN1353
 CN1353                          STATION DESCRIPTION
 CN1353
 CN1353'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1353'6.4 MI SW FROM CLANTON.
 CN1353'ABOUT 4.0 MILES WEST ALONG STATE HIGHWAY 22 FROM THE JUNCTION OF U.S.
 CN1353'HIGHWAY 31 AT CLANTON, THENCE ABOUT 2.4 MILES SOUTH ALONG A BLACK TOP
 CN1353'ROAD LEADING TO BILLINGSLEY, ABOUT 0.35 MILE NORTH OF THE JUNCTION OF
 CN1353'A ROAD WEST AND PLEASANT GROVE METHODIST CHURCH, 131 FEET SOUTHWEST OF
 CN1353'THE SOUTHWEST END OF THE NORTHWEST CONCRETE HEAD WALL OF A 24-INCH
 CN1353'PIPE CULVERT, 42 FEET NORTHWEST OF THE CENTER LINE OF THE BLACK TOP
 CN1353'ROAD, 9 FEET SOUTHWEST OF TELEPHONE POLE NO. 41, 2 FEET NORTHEAST OF A
 CN1353'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF
 CN1353'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1381 ***********************************************************************
 CN1381  DESIGNATION -  C 293
 CN1381  PID         -  CN1381
 CN1381  STATE/COUNTY-  AL/AUTAUGA
 CN1381  USGS QUAD   -  WHITE CITY (1987)
 CN1381
 CN1381                         *CURRENT SURVEY CONTROL
 CN1381  ___________________________________________________________________
 CN1381* NAD 83(1986)-  32 40 23.     (N)    086 36 19.     (W)     SCALED    
 CN1381* NAVD 88     -       185.970  (meters)     610.14   (feet)  ADJUSTED  
 CN1381  ___________________________________________________________________
 CN1381  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CN1381  DYNAMIC HT  -         185.757 (meters)     609.44  (feet)  COMP
 CN1381  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CN1381
 CN1381  VERT ORDER  -  SECOND    CLASS 0
 CN1381
 CN1381.The horizontal coordinates were scaled from a topographic map and have
 CN1381.an estimated accuracy of +/- 6 seconds.
 CN1381
 CN1381.The orthometric height was determined by differential leveling
 CN1381.and adjusted by the National Geodetic Survey in June 1991..
 CN1381
 CN1381.The geoid height was determined by GEOID03.
 CN1381
 CN1381.The dynamic height is computed by dividing the NAVD 88
 CN1381.geopotential number by the normal gravity value computed on the
 CN1381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1381.degrees latitude (g = 980.6199 gals.).
 CN1381
 CN1381.The modeled gravity was interpolated from observed gravity values.
 CN1381
 CN1381;                    North         East    Units  Estimated Accuracy
 CN1381;SPC AL W     -   296,710.      683,920.      MT  (+/- 180 meters Scaled)
 CN1381
 CN1381                          SUPERSEDED SURVEY CONTROL
 CN1381
 CN1381  NGVD 29 (??/??/92)  185.940  (m)          610.04   (f) ADJ UNCH    2 0
 CN1381
 CN1381.Superseded values are not recommended for survey control.
 CN1381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1381.See file dsdata.txt to determine how the superseded data were derived.
 CN1381
 CN1381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB370151(NAD 83)
 CN1381_MARKER: DB = BENCH MARK DISK
 CN1381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1381_STAMPING: C 293 1949
 CN1381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1381+STABILITY: SURFACE MOTION
 CN1381
 CN1381  HISTORY     - Date     Condition        Report By
 CN1381  HISTORY     - 1949     MONUMENTED       CGS
 CN1381
 CN1381                          STATION DESCRIPTION
 CN1381
 CN1381'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1381'1.85 MI NW FROM WHITE CITY.
 CN1381'ABOUT 1.85 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 CN1381'AND CHURCH AND SCHOOL AT WHITE CITY, ABOUT 0.95 MILE SOUTH OF ZIONS
 CN1381'REST CHURCH AND CROSSROAD, AT THE JUNCTION OF A DIM ROAD WEST, 23 FEET
 CN1381'WEST OF THE CENTER LINE OF THE MAIN ROAD, 42 FEET SOUTH OF THE CENTER
 CN1381'LINE OF THE ROAD WEST, 1 FOOT EAST OF A WIRE FENCE, 27 FEET SOUTH OF A
 CN1381'FENCE CORNER, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 CN1381'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CN1381'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0054 ***********************************************************************
 CN0054  DESIGNATION -  C 295
 CN0054  PID         -  CN0054
 CN0054  STATE/COUNTY-  AL/ELMORE
 CN0054  USGS QUAD   -  WETUMPKA (1987)
 CN0054
 CN0054                         *CURRENT SURVEY CONTROL
 CN0054  ___________________________________________________________________
 CN0054* NAD 83(1986)-  32 31 21.     (N)    086 12 32.     (W)     SCALED    
 CN0054* NAVD 88     -        61.660  (meters)     202.30   (feet)  ADJUSTED  
 CN0054  ___________________________________________________________________
 CN0054  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 CN0054  DYNAMIC HT  -          61.590 (meters)     202.07  (feet)  COMP
 CN0054  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CN0054
 CN0054  VERT ORDER  -  SECOND    CLASS 0
 CN0054
 CN0054.The horizontal coordinates were scaled from a topographic map and have
 CN0054.an estimated accuracy of +/- 6 seconds.
 CN0054
 CN0054.The orthometric height was determined by differential leveling
 CN0054.and adjusted by the National Geodetic Survey in June 1991..
 CN0054
 CN0054.The geoid height was determined by GEOID03.
 CN0054
 CN0054.The dynamic height is computed by dividing the NAVD 88
 CN0054.geopotential number by the normal gravity value computed on the
 CN0054.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0054.degrees latitude (g = 980.6199 gals.).
 CN0054
 CN0054.The modeled gravity was interpolated from observed gravity values.
 CN0054
 CN0054;                    North         East    Units  Estimated Accuracy
 CN0054;SPC AL E     -   224,310.      164,720.      MT  (+/- 180 meters Scaled)
 CN0054
 CN0054                          SUPERSEDED SURVEY CONTROL
 CN0054
 CN0054  NGVD 29 (??/??/92)   61.634  (m)          202.21   (f) ADJ UNCH    2 0
 CN0054
 CN0054.Superseded values are not recommended for survey control.
 CN0054.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0054.See file dsdata.txt to determine how the superseded data were derived.
 CN0054
 CN0054_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA742986(NAD 83)
 CN0054_MARKER: DB = BENCH MARK DISK
 CN0054_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0054_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0054_STAMPING: C 295 1949
 CN0054_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0054+STABILITY: SURFACE MOTION
 CN0054
 CN0054  HISTORY     - Date     Condition        Report By
 CN0054  HISTORY     - 1949     MONUMENTED       CGS
 CN0054
 CN0054                          STATION DESCRIPTION
 CN0054
 CN0054'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0054'1.0 MI S FROM WETUMPKA.
 CN0054'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 CN0054'WETUMPKA, ABOUT 0.1 MILE NORTH OF A ROAD WEST TO SOUTHERN NATURAL GAS
 CN0054'CO., AT A ROAD NORTHWEST, AT WELDONS PLACE, 102 FEET NORTHWEST OF THE
 CN0054'GASOLINE PUMP AT WELDONS PLACE, 135 FEET WEST-NORTHWEST OF THE CENTER
 CN0054'OF THE JUNCTION OF THE ROAD NORTHWEST, 90 FEET WEST OF THE CENTER LINE
 CN0054'OF THE HIGHWAY, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD
 CN0054'NORTHWEST, 67 FEET NORTH OF THE NORTHWEST CORNER OF THE BUILDING
 CN0054'(WELDONS PLACE), 1 FOOT EAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A
 CN0054'WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE HIGHWAY AND SET IN THE
 CN0054'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0625 ***********************************************************************
 CN0625  DESIGNATION -  C 296
 CN0625  PID         -  CN0625
 CN0625  STATE/COUNTY-  AL/AUTAUGA
 CN0625  USGS QUAD   -  PRATTVILLE (1981)
 CN0625
 CN0625                         *CURRENT SURVEY CONTROL
 CN0625  ___________________________________________________________________
 CN0625* NAD 83(1986)-  32 28 50.     (N)    086 27 07.     (W)     SCALED    
 CN0625* NAVD 88     -        99.371  (meters)     326.02   (feet)  ADJUSTED  
 CN0625  ___________________________________________________________________
 CN0625  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 CN0625  DYNAMIC HT  -          99.256 (meters)     325.64  (feet)  COMP
 CN0625  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CN0625
 CN0625  VERT ORDER  -  SECOND    CLASS 0
 CN0625
 CN0625.The horizontal coordinates were scaled from a topographic map and have
 CN0625.an estimated accuracy of +/- 6 seconds.
 CN0625
 CN0625.The orthometric height was determined by differential leveling
 CN0625.and adjusted by the National Geodetic Survey in June 1991..
 CN0625
 CN0625.The geoid height was determined by GEOID03.
 CN0625
 CN0625.The dynamic height is computed by dividing the NAVD 88
 CN0625.geopotential number by the normal gravity value computed on the
 CN0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0625.degrees latitude (g = 980.6199 gals.).
 CN0625
 CN0625.The modeled gravity was interpolated from observed gravity values.
 CN0625
 CN0625;                    North         East    Units  Estimated Accuracy
 CN0625;SPC AL W     -   275,490.      698,510.      MT  (+/- 180 meters Scaled)
 CN0625
 CN0625                          SUPERSEDED SURVEY CONTROL
 CN0625
 CN0625  NGVD 29 (??/??/92)   99.349  (m)          325.95   (f) ADJ UNCH    2 0
 CN0625
 CN0625.Superseded values are not recommended for survey control.
 CN0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0625.See file dsdata.txt to determine how the superseded data were derived.
 CN0625
 CN0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA514938(NAD 83)
 CN0625_MARKER: DB = BENCH MARK DISK
 CN0625_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0625_SP_SET: CULVERT
 CN0625_STAMPING: C 296 1949
 CN0625_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0625
 CN0625  HISTORY     - Date     Condition        Report By
 CN0625  HISTORY     - 1949     MONUMENTED       CGS
 CN0625  HISTORY     - 20050627 GOOD             ALDOT
 CN0625
 CN0625                          STATION DESCRIPTION
 CN0625
 CN0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0625'1.45 MI N FROM PRATTVILLE.
 CN0625'ABOUT 1.45 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF U.S.
 CN0625'HIGHWAY 82 AND STATE HIGHWAY 14 LEADING WEST, ABOUT 1.05 MILES NORTH
 CN0625'OF THE JUNCTION OF STATE HIGHWAY 14 EAST, SET IN THE TOP OF THE SOUTH
 CN0625'END OF THE WEST CONCRETE HEAD WALL OF A 16-FOOT CONCRETE CULVERT WITH
 CN0625'PARTITION, 48 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND 5 1/2
 CN0625'FEET BELOW THE HIGHWAY.
 CN0625
 CN0625                          STATION RECOVERY (2005)
 CN0625
 CN0625'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN0625'MARK IS 11.2 FEET NORTHEAST OF A METAL WITNESS POST,REST OF
 CN0625'DESCRIPTION IS OK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0105 ***********************************************************************
 CN0105  DESIGNATION -  C 297
 CN0105  PID         -  CN0105
 CN0105  STATE/COUNTY-  AL/AUTAUGA
 CN0105  USGS QUAD   -  MARBURY (1987)
 CN0105
 CN0105                         *CURRENT SURVEY CONTROL
 CN0105  ___________________________________________________________________
 CN0105* NAD 83(1986)-  32 39 25.     (N)    086 27 15.     (W)     SCALED    
 CN0105* NAVD 88     -       112.354  (meters)     368.61   (feet)  ADJUSTED  
 CN0105  ___________________________________________________________________
 CN0105  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN0105  DYNAMIC HT  -         112.224 (meters)     368.19  (feet)  COMP
 CN0105  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CN0105
 CN0105  VERT ORDER  -  SECOND    CLASS 0
 CN0105
 CN0105.The horizontal coordinates were scaled from a topographic map and have
 CN0105.an estimated accuracy of +/- 6 seconds.
 CN0105
 CN0105.The orthometric height was determined by differential leveling
 CN0105.and adjusted by the National Geodetic Survey in June 1991..
 CN0105
 CN0105.The geoid height was determined by GEOID03.
 CN0105
 CN0105.The dynamic height is computed by dividing the NAVD 88
 CN0105.geopotential number by the normal gravity value computed on the
 CN0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0105.degrees latitude (g = 980.6199 gals.).
 CN0105
 CN0105.The modeled gravity was interpolated from observed gravity values.
 CN0105
 CN0105;                    North         East    Units  Estimated Accuracy
 CN0105;SPC AL W     -   295,050.      698,110.      MT  (+/- 180 meters Scaled)
 CN0105
 CN0105                          SUPERSEDED SURVEY CONTROL
 CN0105
 CN0105  NGVD 29 (??/??/92)  112.328  (m)          368.53   (f) ADJ UNCH    2 0
 CN0105
 CN0105.Superseded values are not recommended for survey control.
 CN0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0105.See file dsdata.txt to determine how the superseded data were derived.
 CN0105
 CN0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB511133(NAD 83)
 CN0105_MARKER: DB = BENCH MARK DISK
 CN0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0105_STAMPING: C 297 1949
 CN0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0105+STABILITY: SURFACE MOTION
 CN0105
 CN0105  HISTORY     - Date     Condition        Report By
 CN0105  HISTORY     - 1949     MONUMENTED       CGS
 CN0105
 CN0105                          STATION DESCRIPTION
 CN0105
 CN0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0105'1.1 MI SE FROM WADSWORTH.
 CN0105'ABOUT 1.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 CN0105'FROM THE ROAD CROSSING AT WADSWORTH, AT A ROAD CROSSING EAST, AND A
 CN0105'ROAD NORTH PARALLELING THE TRACK AND SOUTHWEST LEAVING THE TRACK, 133
 CN0105'FEET SOUTH-SOUTHWEST OF THE CENTER OF THE CROSSING, 45 FEET WEST OF
 CN0105'THE WEST RAIL, 128 FEET EAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 CN0105'CORNER OF A HOUSE, 28 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD
 CN0105'SOUTHWEST, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 CN0105'ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CN0105'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1424 ***********************************************************************
 CN1424  DESIGNATION -  C 299
 CN1424  PID         -  CN1424
 CN1424  STATE/COUNTY-  AL/AUTAUGA
 CN1424  USGS QUAD   -  MILTON (1982)
 CN1424
 CN1424                         *CURRENT SURVEY CONTROL
 CN1424  ___________________________________________________________________
 CN1424* NAD 83(1986)-  32 33 01.     (N)    086 49 04.     (W)     SCALED    
 CN1424* NAVD 88     -        74.673  (meters)     244.99   (feet)  ADJUSTED  
 CN1424  ___________________________________________________________________
 CN1424  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CN1424  DYNAMIC HT  -          74.587 (meters)     244.71  (feet)  COMP
 CN1424  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 CN1424
 CN1424  VERT ORDER  -  SECOND    CLASS 0
 CN1424
 CN1424.The horizontal coordinates were scaled from a topographic map and have
 CN1424.an estimated accuracy of +/- 6 seconds.
 CN1424
 CN1424.The orthometric height was determined by differential leveling
 CN1424.and adjusted by the National Geodetic Survey in June 1991..
 CN1424
 CN1424.The geoid height was determined by GEOID03.
 CN1424
 CN1424.The dynamic height is computed by dividing the NAVD 88
 CN1424.geopotential number by the normal gravity value computed on the
 CN1424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1424.degrees latitude (g = 980.6199 gals.).
 CN1424
 CN1424.The modeled gravity was interpolated from observed gravity values.
 CN1424
 CN1424;                    North         East    Units  Estimated Accuracy
 CN1424;SPC AL W     -   282,950.      664,070.      MT  (+/- 180 meters Scaled)
 CN1424
 CN1424                          SUPERSEDED SURVEY CONTROL
 CN1424
 CN1424  NGVD 29 (??/??/92)   74.644  (m)          244.89   (f) ADJ UNCH    2 0
 CN1424
 CN1424.Superseded values are not recommended for survey control.
 CN1424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1424.See file dsdata.txt to determine how the superseded data were derived.
 CN1424
 CN1424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB171014(NAD 83)
 CN1424_MARKER: DB = BENCH MARK DISK
 CN1424_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1424_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1424_STAMPING: C 299 1949
 CN1424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1424+STABILITY: SURFACE MOTION
 CN1424
 CN1424  HISTORY     - Date     Condition        Report By
 CN1424  HISTORY     - 1949     MONUMENTED       CGS
 CN1424  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN1424
 CN1424                          STATION DESCRIPTION
 CN1424
 CN1424'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1424'0.3 MI SW FROM MILTON.
 CN1424'ABOUT 0.3 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH
 CN1424'AT MILTON, AT THE NORTH CORNER OF A CULTIVATED FIELD, 33 FEET
 CN1424'NORTH-NORTHEAST OF A POWER POLE AT A DIRECTIONAL CHANGE IN THE POWER
 CN1424'LINE, 46 FEET SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A 24-FOOT WOODEN
 CN1424'BRIDGE OVER A SMALL CREEK, 29 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CN1424'ROAD, 21 1/2 FEET NORTHEAST OF A FENCE CORNER, 3 FEET SOUTHEAST OF A
 CN1424'FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN1424'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN1424'INCHES.
 CN1424
 CN1424                          STATION RECOVERY (1979)
 CN1424
 CN1424'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN1424'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1143 ***********************************************************************
 CM1143  DESIGNATION -  C 30
 CM1143  PID         -  CM1143
 CM1143  STATE/COUNTY-  AL/BULLOCK
 CM1143  USGS QUAD   -  FITZPATRICK (1979)
 CM1143
 CM1143                         *CURRENT SURVEY CONTROL
 CM1143  ___________________________________________________________________
 CM1143* NAD 83(1986)-  32 14 47.     (N)    085 56 19.     (W)     SCALED    
 CM1143* NAVD 88     -        73.235  (meters)     240.27   (feet)  ADJUSTED  
 CM1143  ___________________________________________________________________
 CM1143  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CM1143  DYNAMIC HT  -          73.150 (meters)     239.99  (feet)  COMP
 CM1143  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 CM1143
 CM1143  VERT ORDER  -  SECOND    CLASS 0
 CM1143
 CM1143.The horizontal coordinates were scaled from a topographic map and have
 CM1143.an estimated accuracy of +/- 6 seconds.
 CM1143
 CM1143.The orthometric height was determined by differential leveling
 CM1143.and adjusted by the National Geodetic Survey in June 1991..
 CM1143
 CM1143.The geoid height was determined by GEOID03.
 CM1143
 CM1143.The dynamic height is computed by dividing the NAVD 88
 CM1143.geopotential number by the normal gravity value computed on the
 CM1143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1143.degrees latitude (g = 980.6199 gals.).
 CM1143
 CM1143.The modeled gravity was interpolated from observed gravity values.
 CM1143
 CM1143;                    North         East    Units  Estimated Accuracy
 CM1143;SPC AL E     -   193,630.      190,080.      MT  (+/- 180 meters Scaled)
 CM1143
 CM1143                          SUPERSEDED SURVEY CONTROL
 CM1143
 CM1143  NGVD 29 (??/??/92)   73.222  (m)          240.23   (f) ADJ UNCH    2 0
 CM1143
 CM1143.Superseded values are not recommended for survey control.
 CM1143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1143.See file dsdata.txt to determine how the superseded data were derived.
 CM1143
 CM1143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA999682(NAD 83)
 CM1143_MARKER: DB = BENCH MARK DISK
 CM1143_SETTING: 0 = UNSPECIFIED SETTING
 CM1143_STAMPING: C 30 1934
 CM1143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1143
 CM1143  HISTORY     - Date     Condition        Report By
 CM1143  HISTORY     - 1934     MONUMENTED       CGS
 CM1143
 CM1143                          STATION DESCRIPTION
 CM1143
 CM1143'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1143'AT MITCHELLS.
 CM1143'ALONG THE RIGHT OF WAY OF THE CENTRAL OF GEORGIA RAILWAY, 5 1/2
 CM1143'RAIL LENGTHS, APPROXIMATELY 60 YARDS WEST OF THE C. OF GA. STATION
 CM1143'BUILDING AT MITCHELLS, 5 1/2 RAIL LENGTHS SOUTHEAST OF MILE POST
 CM1143'S 389, M 25, 48 FEET SOUTH OF RAILROAD TRACK, 2 FEET NORTH OF
 CM1143'FENCE, 15 FEET WEST OF FENCE CORNER, ABOUT 4 1/2 FEET BELOW GRADE
 CM1143'OF RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0376 ***********************************************************************
 CN0376  DESIGNATION -  C 300
 CN0376  PID         -  CN0376
 CN0376  STATE/COUNTY-  AL/MONTGOMERY
 CN0376  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0376
 CN0376                         *CURRENT SURVEY CONTROL
 CN0376  ___________________________________________________________________
 CN0376* NAD 83(1986)-  32 20 13.     (N)    086 19 24.     (W)     SCALED    
 CN0376* NAVD 88     -        57.420  (meters)     188.39   (feet)  ADJUSTED  
 CN0376  ___________________________________________________________________
 CN0376  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CN0376  DYNAMIC HT  -          57.354 (meters)     188.17  (feet)  COMP
 CN0376  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CN0376
 CN0376  VERT ORDER  -  FIRST     CLASS I
 CN0376
 CN0376.The horizontal coordinates were scaled from a topographic map and have
 CN0376.an estimated accuracy of +/- 6 seconds.
 CN0376
 CN0376.The orthometric height was determined by differential leveling
 CN0376.and adjusted by the National Geodetic Survey in June 1991..
 CN0376.WARNING-Repeat measurements at this control monument indicate possible
 CN0376.vertical movement.
 CN0376
 CN0376.The geoid height was determined by GEOID03.
 CN0376
 CN0376.The dynamic height is computed by dividing the NAVD 88
 CN0376.geopotential number by the normal gravity value computed on the
 CN0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0376.degrees latitude (g = 980.6199 gals.).
 CN0376
 CN0376.The modeled gravity was interpolated from observed gravity values.
 CN0376
 CN0376;                    North         East    Units  Estimated Accuracy
 CN0376;SPC AL E     -   203,770.      153,870.      MT  (+/- 180 meters Scaled)
 CN0376
 CN0376                          SUPERSEDED SURVEY CONTROL
 CN0376
 CN0376  NGVD 29 (??/??/92)   57.408  (m)          188.35   (f) ADJ UNCH    1 1
 CN0376
 CN0376.Superseded values are not recommended for survey control.
 CN0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0376.See file dsdata.txt to determine how the superseded data were derived.
 CN0376
 CN0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA636779(NAD 83)
 CN0376_MARKER: DB = BENCH MARK DISK
 CN0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0376_STAMPING: C 300 1949
 CN0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0376+STABILITY: SURFACE MOTION
 CN0376
 CN0376  HISTORY     - Date     Condition        Report By
 CN0376  HISTORY     - 1949     MONUMENTED       CGS
 CN0376  HISTORY     - 1967     GOOD             NGS
 CN0376
 CN0376                          STATION DESCRIPTION
 CN0376
 CN0376'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0376'4.0 MI S FROM MONTGOMERY.
 CN0376'ABOUT 4.0 MILES SOUTH ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 CN0376'UNION STATION AT MONTGOMERY, NEAR THE CROSSING OF BOWMAN STREET, ONE
 CN0376'BLOCK WEST OF THE INTERSECTION OF OAK AND BOWMAN STREET, IN THE LAWN
 CN0376'OF A RESIDENCE, 94.5 FEET EAST OF THE EAST RAIL, 40 FEET NORTHEAST OF
 CN0376'THE NORTHWEST CORNER OF A HOUSE, 31.6 FEET NORTHWEST OF THE NORTHEAST
 CN0376'CORNER OF THE HOUSE, 40 FEET SOUTHEAST OF A FIRE HYDRANT, 9 FEET SOUTH
 CN0376'OF THE SOUTH CURB LINE OF BOWMAN STREET, 1/2 FOOT ABOVE THE LEVEL OF
 CN0376'BOWMAN STREET AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE
 CN0376'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0675 ***********************************************************************
 CN0675  DESIGNATION -  C 301
 CN0675  PID         -  CN0675
 CN0675  STATE/COUNTY-  AL/LOWNDES
 CN0675  USGS QUAD   -  LETOHATCHEE (1985)
 CN0675
 CN0675                         *CURRENT SURVEY CONTROL
 CN0675  ___________________________________________________________________
 CN0675* NAD 83(1986)-  32 14 26.     (N)    086 25 39.     (W)     SCALED    
 CN0675* NAVD 88     -        62.050  (meters)     203.58   (feet)  ADJUSTED  
 CN0675  ___________________________________________________________________
 CN0675  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CN0675  DYNAMIC HT  -          61.978 (meters)     203.34  (feet)  COMP
 CN0675  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 CN0675
 CN0675  VERT ORDER  -  SECOND    CLASS 0
 CN0675
 CN0675.The horizontal coordinates were scaled from a topographic map and have
 CN0675.an estimated accuracy of +/- 6 seconds.
 CN0675
 CN0675.The orthometric height was determined by differential leveling
 CN0675.and adjusted by the National Geodetic Survey in June 1991..
 CN0675
 CN0675.The geoid height was determined by GEOID03.
 CN0675
 CN0675.The dynamic height is computed by dividing the NAVD 88
 CN0675.geopotential number by the normal gravity value computed on the
 CN0675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0675.degrees latitude (g = 980.6199 gals.).
 CN0675
 CN0675.The modeled gravity was interpolated from observed gravity values.
 CN0675
 CN0675;                    North         East    Units  Estimated Accuracy
 CN0675;SPC AL W     -   248,900.      701,070.      MT  (+/- 180 meters Scaled)
 CN0675
 CN0675                          SUPERSEDED SURVEY CONTROL
 CN0675
 CN0675  NGVD 29 (??/??/92)   62.037  (m)          203.53   (f) ADJ UNCH    2 0
 CN0675
 CN0675.Superseded values are not recommended for survey control.
 CN0675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0675.See file dsdata.txt to determine how the superseded data were derived.
 CN0675
 CN0675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA539672(NAD 83)
 CN0675_MARKER: DB = BENCH MARK DISK
 CN0675_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0675_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0675_STAMPING: C 301 1949
 CN0675_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0675+STABILITY: SURFACE MOTION
 CN0675
 CN0675  HISTORY     - Date     Condition        Report By
 CN0675  HISTORY     - 1949     MONUMENTED       CGS
 CN0675
 CN0675                          STATION DESCRIPTION
 CN0675
 CN0675'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0675'3.9 MI SW FROM HOPE HULL.
 CN0675'ABOUT 0.2 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HOPE
 CN0675'HULL, THENCE ABOUT 2.8 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 CN0675'ABOUT 0.9 MILE WEST ALONG A GRAVEL ROAD, AT THE NEW PLEASANT VALLEY
 CN0675'CHURCH, 92 FEET NORTHWEST OF THE TOP OF A GRADE, 72 FEET NORTH OF THE
 CN0675'CENTER LINE OF THE ROAD, 106 FEET WEST OF THE SOUTHWEST CORNER OF THE
 CN0675'CHURCH BUILDING, 90 FEET SOUTHWEST OF A 36-INCH WHITE OAK TREE, 2 FEET
 CN0675'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 CN0675'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0695 ***********************************************************************
 CN0695  DESIGNATION -  C 302
 CN0695  PID         -  CN0695
 CN0695  STATE/COUNTY-  AL/LOWNDES
 CN0695  USGS QUAD   -  LOWNDESBORO (1981)
 CN0695
 CN0695                         *CURRENT SURVEY CONTROL
 CN0695  ___________________________________________________________________
 CN0695* NAD 83(1986)-  32 19 47.     (N)    086 36 31.     (W)     SCALED    
 CN0695* NAVD 88     -        56.607  (meters)     185.72   (feet)  ADJUSTED  
 CN0695  ___________________________________________________________________
 CN0695  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CN0695  DYNAMIC HT  -          56.542 (meters)     185.50  (feet)  COMP
 CN0695  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CN0695
 CN0695  VERT ORDER  -  FIRST     CLASS I
 CN0695
 CN0695.The horizontal coordinates were scaled from a topographic map and have
 CN0695.an estimated accuracy of +/- 6 seconds.
 CN0695
 CN0695.The orthometric height was determined by differential leveling
 CN0695.and adjusted by the National Geodetic Survey in June 1991..
 CN0695
 CN0695.The geoid height was determined by GEOID03.
 CN0695
 CN0695.The dynamic height is computed by dividing the NAVD 88
 CN0695.geopotential number by the normal gravity value computed on the
 CN0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0695.degrees latitude (g = 980.6199 gals.).
 CN0695
 CN0695.The modeled gravity was interpolated from observed gravity values.
 CN0695
 CN0695;                    North         East    Units  Estimated Accuracy
 CN0695;SPC AL W     -   258,630.      683,920.      MT  (+/- 180 meters Scaled)
 CN0695
 CN0695                          SUPERSEDED SURVEY CONTROL
 CN0695
 CN0695  NGVD 29 (??/??/??)   56.588  (m)          185.66   (f) ADJUSTED    1 1
 CN0695
 CN0695.Superseded values are not recommended for survey control.
 CN0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0695.See file dsdata.txt to determine how the superseded data were derived.
 CN0695
 CN0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA368770(NAD 83)
 CN0695_MARKER: DB = BENCH MARK DISK
 CN0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0695_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0695_STAMPING: C 302 1949
 CN0695_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0695+STABILITY: SURFACE MOTION
 CN0695
 CN0695  HISTORY     - Date     Condition        Report By
 CN0695  HISTORY     - 1949     MONUMENTED       CGS
 CN0695  HISTORY     - 1968     GOOD             NGS
 CN0695
 CN0695                          STATION DESCRIPTION
 CN0695
 CN0695'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0695'0.65 MI NE FROM SAINT CLAIR.
 CN0695'ABOUT 0.65 MILE NORTHEAST ALONG THE TRACK OF THE WESTERN RAILWAY OF
 CN0695'ALABAMA FROM THE POST OFFICE AT SAINT CLAIR, IN SECTION 25, T 16 N, R
 CN0695'14 E, 54 FEET SOUTH OF THE CENTER OF A CROSSING OF THE RAILROAD AND A
 CN0695'PRIVATE ROAD, 46 1/2 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CN0695'TRACK, 22 FEET SOUTHWEST OF THE CENTERLINE OF A PRIVATE DRIVEWAY, 12
 CN0695'FEET SOUTHWEST OF A FENCE CORNER POST, 0.9 FOOT SOUTHWEST OF A METAL
 CN0695'WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN
 CN0695'THE TOP OF A CONCRETE POST WHICH PROJECTS 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0842 ***********************************************************************
 CN0842  DESIGNATION -  C 303
 CN0842  PID         -  CN0842
 CN0842  STATE/COUNTY-  AL/LOWNDES
 CN0842  USGS QUAD   -  HAYNEVILLE (1981)
 CN0842
 CN0842                         *CURRENT SURVEY CONTROL
 CN0842  ___________________________________________________________________
 CN0842* NAD 83(1986)-  32 13 19.     (N)    086 35 48.     (W)     SCALED    
 CN0842* NAVD 88     -        64.920  (meters)     212.99   (feet)  ADJUSTED  
 CN0842  ___________________________________________________________________
 CN0842  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CN0842  DYNAMIC HT  -          64.845 (meters)     212.75  (feet)  COMP
 CN0842  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CN0842
 CN0842  VERT ORDER  -  SECOND    CLASS 0
 CN0842
 CN0842.The horizontal coordinates were scaled from a topographic map and have
 CN0842.an estimated accuracy of +/- 6 seconds.
 CN0842
 CN0842.The orthometric height was determined by differential leveling
 CN0842.and adjusted by the National Geodetic Survey in June 1991..
 CN0842
 CN0842.The geoid height was determined by GEOID03.
 CN0842
 CN0842.The dynamic height is computed by dividing the NAVD 88
 CN0842.geopotential number by the normal gravity value computed on the
 CN0842.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0842.degrees latitude (g = 980.6199 gals.).
 CN0842
 CN0842.The modeled gravity was interpolated from observed gravity values.
 CN0842
 CN0842;                    North         East    Units  Estimated Accuracy
 CN0842;SPC AL W     -   246,690.      685,150.      MT  (+/- 180 meters Scaled)
 CN0842
 CN0842                          SUPERSEDED SURVEY CONTROL
 CN0842
 CN0842  NGVD 29 (??/??/92)   64.900  (m)          212.93   (f) ADJ UNCH    2 0
 CN0842
 CN0842.Superseded values are not recommended for survey control.
 CN0842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0842.See file dsdata.txt to determine how the superseded data were derived.
 CN0842
 CN0842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA380651(NAD 83)
 CN0842_MARKER: DB = BENCH MARK DISK
 CN0842_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0842_SP_SET: CULVERT
 CN0842_STAMPING: C 303 1949
 CN0842_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0842
 CN0842  HISTORY     - Date     Condition        Report By
 CN0842  HISTORY     - 1949     MONUMENTED       CGS
 CN0842
 CN0842                          STATION DESCRIPTION
 CN0842
 CN0842'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0842'2.85 MI N FROM HAYNEVILLE.
 CN0842'ABOUT 2.85 MILES NORTH ALONG STATE HIGHWAY 97 FROM THE COURT HOUSE
 CN0842'SQUARE AT HAYNEVILLE, ABOUT 0.25 MILE NORTH OF THE JUNCTION OF A DIM
 CN0842'ROAD WEST SET IN THE TOP OF THE SOUTH END OF THE WEST CONCRETE HEAD
 CN0842'WALL OF A 6-FOOT CONCRETE CULVERT, 22 FEET WEST OF THE CENTER LINE OF
 CN0842'THE HIGHWAY AND ABOUT 1 1/2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0978 ***********************************************************************
 CN0978  DESIGNATION -  C 304
 CN0978  PID         -  CN0978
 CN0978  STATE/COUNTY-  AL/LOWNDES
 CN0978  USGS QUAD   -  COLLIRENE (1987)
 CN0978
 CN0978                         *CURRENT SURVEY CONTROL
 CN0978  ___________________________________________________________________
 CN0978* NAD 83(1986)-  32 09 04.     (N)    086 52 21.     (W)     SCALED    
 CN0978* NAVD 88     -        96.826  (meters)     317.67   (feet)  ADJUSTED  
 CN0978  ___________________________________________________________________
 CN0978  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CN0978  DYNAMIC HT  -          96.714 (meters)     317.30  (feet)  COMP
 CN0978  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CN0978
 CN0978  VERT ORDER  -  SECOND    CLASS 0
 CN0978
 CN0978.The horizontal coordinates were scaled from a topographic map and have
 CN0978.an estimated accuracy of +/- 6 seconds.
 CN0978
 CN0978.The orthometric height was determined by differential leveling
 CN0978.and adjusted by the National Geodetic Survey in June 1991..
 CN0978
 CN0978.The geoid height was determined by GEOID03.
 CN0978
 CN0978.The dynamic height is computed by dividing the NAVD 88
 CN0978.geopotential number by the normal gravity value computed on the
 CN0978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0978.degrees latitude (g = 980.6199 gals.).
 CN0978
 CN0978.The modeled gravity was interpolated from observed gravity values.
 CN0978
 CN0978;                    North         East    Units  Estimated Accuracy
 CN0978;SPC AL W     -   238,650.      659,190.      MT  (+/- 180 meters Scaled)
 CN0978
 CN0978                          SUPERSEDED SURVEY CONTROL
 CN0978
 CN0978  NGVD 29 (??/??/92)   96.784  (m)          317.53   (f) ADJ UNCH    2 0
 CN0978
 CN0978.Superseded values are not recommended for survey control.
 CN0978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0978.See file dsdata.txt to determine how the superseded data were derived.
 CN0978
 CN0978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA120571(NAD 83)
 CN0978_MARKER: DB = BENCH MARK DISK
 CN0978_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0978_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0978_STAMPING: C 304 1949
 CN0978_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0978+STABILITY: SURFACE MOTION
 CN0978
 CN0978  HISTORY     - Date     Condition        Report By
 CN0978  HISTORY     - 1949     MONUMENTED       CGS
 CN0978
 CN0978                          STATION DESCRIPTION
 CN0978
 CN0978'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0978'2.75 MI E FROM PLEASANT HILL.
 CN0978'ABOUT 2.75 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 CN0978'PLEASANT HILL, ABOUT 140 YARDS EAST OF THE TOP OF A GRADE, 113 YARDS
 CN0978'EAST OF A FENCE CORNER, 49 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 CN0978'40 FEET SOUTHWEST OF THE CENTER OF A GATE, 43 FEET WEST-SOUTHWEST OF A
 CN0978'POWER POLE, 32 FEET SOUTH OF A FENCE LINE, 7.5 FEET WEST-NORTHWEST OF
 CN0978'A TRIANGULAR BLAZED 10-INCH OAK TREE, 2 FEET SOUTH OF A WHITE WOODEN
 CN0978'WITNESS POST, 2 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 CN0978'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0995 ***********************************************************************
 CN0995  DESIGNATION -  C 305
 CN0995  PID         -  CN0995
 CN0995  STATE/COUNTY-  AL/AUTAUGA
 CN0995  USGS QUAD   -  DURANT BEND (1982)
 CN0995
 CN0995                         *CURRENT SURVEY CONTROL
 CN0995  ___________________________________________________________________
 CN0995* NAD 83(1986)-  32 27 00.     (N)    086 48 16.     (W)     SCALED    
 CN0995* NAVD 88     -        94.536  (meters)     310.16   (feet)  ADJUSTED  
 CN0995  ___________________________________________________________________
 CN0995  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CN0995  DYNAMIC HT  -          94.428 (meters)     309.80  (feet)  COMP
 CN0995  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 CN0995
 CN0995  VERT ORDER  -  SECOND    CLASS 0
 CN0995
 CN0995.The horizontal coordinates were scaled from a topographic map and have
 CN0995.an estimated accuracy of +/- 6 seconds.
 CN0995
 CN0995.The orthometric height was determined by differential leveling
 CN0995.and adjusted by the National Geodetic Survey in June 1991..
 CN0995
 CN0995.The geoid height was determined by GEOID03.
 CN0995
 CN0995.The dynamic height is computed by dividing the NAVD 88
 CN0995.geopotential number by the normal gravity value computed on the
 CN0995.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0995.degrees latitude (g = 980.6199 gals.).
 CN0995
 CN0995.The modeled gravity was interpolated from observed gravity values.
 CN0995
 CN0995;                    North         East    Units  Estimated Accuracy
 CN0995;SPC AL W     -   271,840.      665,400.      MT  (+/- 180 meters Scaled)
 CN0995
 CN0995                          SUPERSEDED SURVEY CONTROL
 CN0995
 CN0995  NGVD 29 (??/??/92)   94.500  (m)          310.04   (f) ADJ UNCH    2 0
 CN0995
 CN0995.Superseded values are not recommended for survey control.
 CN0995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0995.See file dsdata.txt to determine how the superseded data were derived.
 CN0995
 CN0995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA183903(NAD 83)
 CN0995_MARKER: DB = BENCH MARK DISK
 CN0995_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0995_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0995_STAMPING: C 305 1949
 CN0995_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0995+STABILITY: SURFACE MOTION
 CN0995
 CN0995  HISTORY     - Date     Condition        Report By
 CN0995  HISTORY     - 1949     MONUMENTED       CGS
 CN0995
 CN0995                          STATION DESCRIPTION
 CN0995
 CN0995'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0995'2.6 MI SW FROM MULBERRY.
 CN0995'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER IVY
 CN0995'CREEK AT MULBERRY, THENCE ABOUT 1.0 MILE SOUTH ALONG A DIRT ROAD, AT A
 CN0995'SHARP TURN IN THE ROAD WITH TANGENTS WEST AND NORTH, AT A LARGE TWO
 CN0995'STORY HOUSE, 49 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 CN0995'27 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 16 1/2 FEET
 CN0995'EAST OF A FENCE CORNER, 12 FEET EAST OF POWER POLE NO. 4A 493 WITH A
 CN0995'TRANSFORMER, 12 FEET SOUTHWEST OF A 36-INCH OAK TREE, 1 FOOT NORTH OF
 CN0995'A FENCE LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 1/2
 CN0995'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN0995'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2123 ***********************************************************************
 CN2123  DESIGNATION -  C 306
 CN2123  PID         -  CN2123
 CN2123  STATE/COUNTY-  AL/DALLAS
 CN2123  USGS QUAD   -  BLACKWELL BEND (1987)
 CN2123
 CN2123                         *CURRENT SURVEY CONTROL
 CN2123  ___________________________________________________________________
 CN2123* NAD 83(1986)-  32 18 03.     (N)    087 06 20.     (W)     SCALED    
 CN2123* NAVD 88     -        33.749  (meters)     110.72   (feet)  ADJUSTED  
 CN2123  ___________________________________________________________________
 CN2123  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CN2123  DYNAMIC HT  -          33.710 (meters)     110.60  (feet)  COMP
 CN2123  MODELED GRAV-     979,506.1   (mgal)                       NAVD 88
 CN2123
 CN2123  VERT ORDER  -  SECOND    CLASS 0
 CN2123
 CN2123.The horizontal coordinates were scaled from a topographic map and have
 CN2123.an estimated accuracy of +/- 6 seconds.
 CN2123
 CN2123.The orthometric height was determined by differential leveling
 CN2123.and adjusted by the National Geodetic Survey in June 1991..
 CN2123
 CN2123.The geoid height was determined by GEOID03.
 CN2123
 CN2123.The dynamic height is computed by dividing the NAVD 88
 CN2123.geopotential number by the normal gravity value computed on the
 CN2123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2123.degrees latitude (g = 980.6199 gals.).
 CN2123
 CN2123.The modeled gravity was interpolated from observed gravity values.
 CN2123
 CN2123;                    North         East    Units  Estimated Accuracy
 CN2123;SPC AL W     -   255,150.      637,150.      MT  (+/- 180 meters Scaled)
 CN2123
 CN2123                          SUPERSEDED SURVEY CONTROL
 CN2123
 CN2123  NGVD 29 (??/??/92)   33.706  (m)          110.58   (f) ADJ UNCH    2 0
 CN2123
 CN2123.Superseded values are not recommended for survey control.
 CN2123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2123.See file dsdata.txt to determine how the superseded data were derived.
 CN2123
 CN2123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA900737(NAD 83)
 CN2123_MARKER: DB = BENCH MARK DISK
 CN2123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2123_STAMPING: C 306 1949
 CN2123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2123+STABILITY: SURFACE MOTION
 CN2123
 CN2123  HISTORY     - Date     Condition        Report By
 CN2123  HISTORY     - 1949     MONUMENTED       CGS
 CN2123  HISTORY     - 1957     GOOD             USGS
 CN2123  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN2123
 CN2123                          STATION DESCRIPTION
 CN2123
 CN2123'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN2123'1.9 MI SW FROM CAHABA.
 CN2123'ABOUT 0.85 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF A
 CN2123'ROAD EAST TO OLD FERRY LANDING AT CAHABA, THENCE ABOUT 1.05 MILES
 CN2123'SOUTH ALONG A GRAVEL ROAD LEADING TO FURNISS AIRPORT, AT A TENANT
 CN2123'HOUSE SOUTHWEST OF ROAD, 37 1/2 FEET EAST AND ACROSS DRIVE FROM BRICK
 CN2123'CHIMNEY OF HOUSE, 54 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE
 CN2123'JUNCTION OF DRIVE AND ROAD, 26 1/2 FEET SOUTHWEST OF THE CENTER LINE
 CN2123'OF THE ROAD, 20 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE WAY, 7
 CN2123'FEET SOUTHWEST OF A POWER POLE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 CN2123'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN2123'CONCRETE POST PROJECTING 3 INCHES.
 CN2123
 CN2123                          STATION RECOVERY (1957)
 CN2123
 CN2123'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CN2123'RECOVERED IN GOOD CONDITION.
 CN2123
 CN2123                          STATION RECOVERY (1984)
 CN2123
 CN2123'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN2123'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2149 ***********************************************************************
 CN2149  DESIGNATION -  C 307
 CN2149  PID         -  CN2149
 CN2149  STATE/COUNTY-  AL/DALLAS
 CN2149  USGS QUAD   -  TASSO (1987)
 CN2149
 CN2149                         *CURRENT SURVEY CONTROL
 CN2149  ___________________________________________________________________
 CN2149* NAD 83(1986)-  32 11 52.     (N)    087 09 51.     (W)     SCALED    
 CN2149* NAVD 88     -        34.931  (meters)     114.60   (feet)  ADJUSTED  
 CN2149  ___________________________________________________________________
 CN2149  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CN2149  DYNAMIC HT  -          34.892 (meters)     114.47  (feet)  COMP
 CN2149  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 CN2149
 CN2149  VERT ORDER  -  SECOND    CLASS 0
 CN2149
 CN2149.The horizontal coordinates were scaled from a topographic map and have
 CN2149.an estimated accuracy of +/- 6 seconds.
 CN2149
 CN2149.The orthometric height was determined by differential leveling
 CN2149.and adjusted by the National Geodetic Survey in June 1991..
 CN2149
 CN2149.The geoid height was determined by GEOID03.
 CN2149
 CN2149.The dynamic height is computed by dividing the NAVD 88
 CN2149.geopotential number by the normal gravity value computed on the
 CN2149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2149.degrees latitude (g = 980.6199 gals.).
 CN2149
 CN2149.The modeled gravity was interpolated from observed gravity values.
 CN2149
 CN2149;                    North         East    Units  Estimated Accuracy
 CN2149;SPC AL W     -   243,700.      631,660.      MT  (+/- 180 meters Scaled)
 CN2149
 CN2149                          SUPERSEDED SURVEY CONTROL
 CN2149
 CN2149  NGVD 29 (??/??/92)   34.890  (m)          114.47   (f) ADJ UNCH    2 0
 CN2149
 CN2149.Superseded values are not recommended for survey control.
 CN2149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2149.See file dsdata.txt to determine how the superseded data were derived.
 CN2149
 CN2149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA845623(NAD 83)
 CN2149_MARKER: DB = BENCH MARK DISK
 CN2149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2149_STAMPING: C 307 1949
 CN2149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2149+STABILITY: SURFACE MOTION
 CN2149
 CN2149  HISTORY     - Date     Condition        Report By
 CN2149  HISTORY     - 1949     MONUMENTED       CGS
 CN2149
 CN2149                          STATION DESCRIPTION
 CN2149
 CN2149'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN2149'10.7 MI SE FROM ORRVILLE.
 CN2149'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 22 FROM THE BAPTIST CHURCH AT
 CN2149'ORRVILLE, THENCE ABOUT 4.05 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 CN2149'THENCE ABOUT 0.85 MILE SOUTH AND ABOUT 5.05 MILES SOUTH-SOUTHEAST
 CN2149'ALONG GRAVEL ROADS, THENCE ABOUT 0.5 MILE SOUTHWEST ALONG A GRAVEL
 CN2149'ROAD, AT THE NORTH CORNER OF MOLLETTE AIRPORT, ABOUT 0.1 MILE
 CN2149'SOUTHEAST ALONG A DIM FARM ROAD FROM ITS JUNCTION WITH THE MAIN ROAD,
 CN2149'15 FEET SOUTHWEST OF THE CENTER LINE OF THE DIM FARM ROAD, 7 FEET
 CN2149'SOUTHWEST OF THE FENCE CORNER OF AIRPORT, 1 FOOT NORTHWEST OF THE
 CN2149'FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND
 CN2149'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0945 ***********************************************************************
 CN0945  DESIGNATION -  C 308
 CN0945  PID         -  CN0945
 CN0945  STATE/COUNTY-  AL/DALLAS
 CN0945  USGS QUAD   -  SARDIS (1982)
 CN0945
 CN0945                         *CURRENT SURVEY CONTROL
 CN0945  ___________________________________________________________________
 CN0945* NAD 83(1986)-  32 16 54.     (N)    086 57 38.     (W)     SCALED    
 CN0945* NAVD 88     -        67.314  (meters)     220.85   (feet)  ADJUSTED  
 CN0945  ___________________________________________________________________
 CN0945  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CN0945  DYNAMIC HT  -          67.237 (meters)     220.59  (feet)  COMP
 CN0945  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CN0945
 CN0945  VERT ORDER  -  SECOND    CLASS 0
 CN0945
 CN0945.The horizontal coordinates were scaled from a topographic map and have
 CN0945.an estimated accuracy of +/- 6 seconds.
 CN0945
 CN0945.The orthometric height was determined by differential leveling
 CN0945.and adjusted by the National Geodetic Survey in June 1991..
 CN0945
 CN0945.The geoid height was determined by GEOID03.
 CN0945
 CN0945.The dynamic height is computed by dividing the NAVD 88
 CN0945.geopotential number by the normal gravity value computed on the
 CN0945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0945.degrees latitude (g = 980.6199 gals.).
 CN0945
 CN0945.The modeled gravity was interpolated from observed gravity values.
 CN0945
 CN0945;                    North         East    Units  Estimated Accuracy
 CN0945;SPC AL W     -   253,080.      650,810.      MT  (+/- 180 meters Scaled)
 CN0945
 CN0945                          SUPERSEDED SURVEY CONTROL
 CN0945
 CN0945  NGVD 29 (??/??/92)   67.270  (m)          220.70   (f) ADJ UNCH    2 0
 CN0945
 CN0945.Superseded values are not recommended for survey control.
 CN0945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0945.See file dsdata.txt to determine how the superseded data were derived.
 CN0945
 CN0945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA037716(NAD 83)
 CN0945_MARKER: DB = BENCH MARK DISK
 CN0945_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0945_SP_SET: BRIDGE
 CN0945_STAMPING: C 308 1949
 CN0945_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0945
 CN0945  HISTORY     - Date     Condition        Report By
 CN0945  HISTORY     - 1949     MONUMENTED       CGS
 CN0945  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN0945
 CN0945                          STATION DESCRIPTION
 CN0945
 CN0945'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0945'1.6 MI E FROM SARDIS.
 CN0945'ABOUT 1.6 MILES EAST ALONG A GRAVEL ROAD LEADING TO POLK FROM THE POST
 CN0945'OFFICE AT SARDIS, ABOUT 0.85 MILE WEST OF A SCHOOL SOUTH OF ROAD, SET
 CN0945'IN THE TOP OF THE SOUTH WING WALL AT SOUTHEAST END OF AN 18-FOOT
 CN0945'CONCRETE AND STEEL BRIDGE OVER A SMALL CREEK, 11 1/2 FEET SOUTHWEST OF
 CN0945'THE CENTER LINE OF THE ROAD, 1 FOOT SOUTH OF THE SOUTHEAST END OF THE
 CN0945'SOUTHWEST IRON GUARD RAIL AND ABOUT 1 FOOT BELOW THE ROAD.
 CN0945
 CN0945                          STATION RECOVERY (1979)
 CN0945
 CN0945'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN0945'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0954 ***********************************************************************
 CN0954  DESIGNATION -  C 309
 CN0954  PID         -  CN0954
 CN0954  STATE/COUNTY-  AL/DALLAS
 CN0954  USGS QUAD   -  SARDIS (1982)
 CN0954
 CN0954                         *CURRENT SURVEY CONTROL
 CN0954  ___________________________________________________________________
 CN0954* NAD 83(1986)-  32 17 07.     (N)    086 53 15.     (W)     SCALED    
 CN0954* NAVD 88     -        69.701  (meters)     228.68   (feet)  ADJUSTED  
 CN0954  ___________________________________________________________________
 CN0954  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CN0954  DYNAMIC HT  -          69.621 (meters)     228.41  (feet)  COMP
 CN0954  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CN0954
 CN0954  VERT ORDER  -  SECOND    CLASS 0
 CN0954
 CN0954.The horizontal coordinates were scaled from a topographic map and have
 CN0954.an estimated accuracy of +/- 6 seconds.
 CN0954
 CN0954.The orthometric height was determined by differential leveling
 CN0954.and adjusted by the National Geodetic Survey in June 1991..
 CN0954
 CN0954.The geoid height was determined by GEOID03.
 CN0954
 CN0954.The dynamic height is computed by dividing the NAVD 88
 CN0954.geopotential number by the normal gravity value computed on the
 CN0954.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0954.degrees latitude (g = 980.6199 gals.).
 CN0954
 CN0954.The modeled gravity was interpolated from observed gravity values.
 CN0954
 CN0954;                    North         East    Units  Estimated Accuracy
 CN0954;SPC AL W     -   253,520.      657,690.      MT  (+/- 180 meters Scaled)
 CN0954
 CN0954                          SUPERSEDED SURVEY CONTROL
 CN0954
 CN0954  NGVD 29 (??/??/92)   69.664  (m)          228.56   (f) ADJ UNCH    2 0
 CN0954
 CN0954.Superseded values are not recommended for survey control.
 CN0954.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0954.See file dsdata.txt to determine how the superseded data were derived.
 CN0954
 CN0954_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA105720(NAD 83)
 CN0954_MARKER: DB = BENCH MARK DISK
 CN0954_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0954_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0954_STAMPING: C 309 1949
 CN0954_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0954+STABILITY: SURFACE MOTION
 CN0954
 CN0954  HISTORY     - Date     Condition        Report By
 CN0954  HISTORY     - 1949     MONUMENTED       CGS
 CN0954  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN0954
 CN0954                          STATION DESCRIPTION
 CN0954
 CN0954'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0954'1.95 MI N FROM POLK.
 CN0954'ABOUT 1.95 MILES NORTH ALONG A COUNTY ROAD FROM THE CROSSROADS AT
 CN0954'POLK, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD WEST, ABOUT
 CN0954'0.9 MILE NORTH OF A 5-POINT ROAD JUNCTION, AT THE NORTH END OF A CUT,
 CN0954'68.5 FEET NORTH OF A HIGHWAY R/W MARKER POST, 39 FEET WEST OF THE
 CN0954'CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE R/W FENCE LINE, 12 FEET
 CN0954'SOUTH OF THE CENTER LINE OF A DRIVE INTO WOODS, 14 FEET SOUTHWEST OF
 CN0954'THE CENTER OF THE SOUTH END OF A 16-INCH CONCRETE PIPE CULVERT UNDER
 CN0954'DRIVE WEST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CN0954'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CN0954'INCHES.
 CN0954
 CN0954                          STATION RECOVERY (1979)
 CN0954
 CN0954'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN0954'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0106 ***********************************************************************
 CN0106  DESIGNATION -  C 31
 CN0106  PID         -  CN0106
 CN0106  STATE/COUNTY-  AL/AUTAUGA
 CN0106  USGS QUAD   -  MARBURY (1987)
 CN0106
 CN0106                         *CURRENT SURVEY CONTROL
 CN0106  ___________________________________________________________________
 CN0106* NAD 83(1986)-  32 40 22.     (N)    086 27 24.     (W)     SCALED    
 CN0106* NAVD 88     -       127.764  (meters)     419.17   (feet)  ADJUSTED  
 CN0106  ___________________________________________________________________
 CN0106  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CN0106  DYNAMIC HT  -         127.617 (meters)     418.69  (feet)  COMP
 CN0106  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 CN0106
 CN0106  VERT ORDER  -  SECOND    CLASS 0
 CN0106
 CN0106.The horizontal coordinates were scaled from a topographic map and have
 CN0106.an estimated accuracy of +/- 6 seconds.
 CN0106
 CN0106.The orthometric height was determined by differential leveling
 CN0106.and adjusted by the National Geodetic Survey in June 1991..
 CN0106
 CN0106.The geoid height was determined by GEOID03.
 CN0106
 CN0106.The dynamic height is computed by dividing the NAVD 88
 CN0106.geopotential number by the normal gravity value computed on the
 CN0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0106.degrees latitude (g = 980.6199 gals.).
 CN0106
 CN0106.The modeled gravity was interpolated from observed gravity values.
 CN0106
 CN0106;                    North         East    Units  Estimated Accuracy
 CN0106;SPC AL W     -   296,810.      697,860.      MT  (+/- 180 meters Scaled)
 CN0106
 CN0106                          SUPERSEDED SURVEY CONTROL
 CN0106
 CN0106  NGVD 29 (??/??/92)  127.72   (m)          419.0    (f) COMPUTED    2 0
 CN0106
 CN0106.Superseded values are not recommended for survey control.
 CN0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0106.See file dsdata.txt to determine how the superseded data were derived.
 CN0106
 CN0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB509151(NAD 83)
 CN0106_MARKER: DB = BENCH MARK DISK
 CN0106_SETTING: 0 = UNSPECIFIED SETTING
 CN0106_STAMPING: C 31 1934
 CN0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0106
 CN0106  HISTORY     - Date     Condition        Report By
 CN0106  HISTORY     - 1934     MONUMENTED       CGS
 CN0106  HISTORY     - 1943     MARK NOT FOUND   LOCENG
 CN0106
 CN0106                          STATION DESCRIPTION
 CN0106
 CN0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0106'IN WADSWORTH.
 CN0106'ALONG THE RIGHT OF WAY OF THE LOUISVILLE AND NASHVILLE RAILROAD, 17
 CN0106'1/4 RAILS, APPROXIMATELY 224 YARDS SOUTH OF MILEPOST L463.  2 1/4
 CN0106'RAILS SOUTH OF MAIL CRANE.  2 1/2 RAILS SOUTH OF PUBLIC CROSSING.  4
 CN0106'1/2 RAILS SOUTH OF SIGNBOARD WADSWORTH.  38 FEET WEST OF TRACK.
 CN0106
 CN0106                          STATION RECOVERY (1943)
 CN0106
 CN0106'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 CN0106'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1869 ***********************************************************************
 CN1869  DESIGNATION -  C 310
 CN1869  PID         -  CN1869
 CN1869  STATE/COUNTY-  AL/DALLAS
 CN1869  USGS QUAD   -  MARION JUNCTION (1987)
 CN1869
 CN1869                         *CURRENT SURVEY CONTROL
 CN1869  ___________________________________________________________________
 CN1869* NAD 83(1986)-  32 27 00.     (N)    087 09 38.     (W)     SCALED    
 CN1869* NAVD 88     -        38.750  (meters)     127.13   (feet)  ADJUSTED  
 CN1869  ___________________________________________________________________
 CN1869  GEOID HEIGHT-         -28.47  (meters)                     GEOID03
 CN1869  DYNAMIC HT  -          38.706 (meters)     126.99  (feet)  COMP
 CN1869  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 CN1869
 CN1869  VERT ORDER  -  SECOND    CLASS 0
 CN1869
 CN1869.The horizontal coordinates were scaled from a topographic map and have
 CN1869.an estimated accuracy of +/- 6 seconds.
 CN1869
 CN1869.The orthometric height was determined by differential leveling
 CN1869.and adjusted by the National Geodetic Survey in June 1991..
 CN1869
 CN1869.The geoid height was determined by GEOID03.
 CN1869
 CN1869.The dynamic height is computed by dividing the NAVD 88
 CN1869.geopotential number by the normal gravity value computed on the
 CN1869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1869.degrees latitude (g = 980.6199 gals.).
 CN1869
 CN1869.The modeled gravity was interpolated from observed gravity values.
 CN1869
 CN1869;                    North         East    Units  Estimated Accuracy
 CN1869;SPC AL W     -   271,670.      631,920.      MT  (+/- 180 meters Scaled)
 CN1869
 CN1869                          SUPERSEDED SURVEY CONTROL
 CN1869
 CN1869  NGVD 29 (??/??/92)   38.702  (m)          126.97   (f) ADJ UNCH    2 0
 CN1869
 CN1869.Superseded values are not recommended for survey control.
 CN1869.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1869.See file dsdata.txt to determine how the superseded data were derived.
 CN1869
 CN1869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA849903(NAD 83)
 CN1869_MARKER: DB = BENCH MARK DISK
 CN1869_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1869_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1869_STAMPING: C 310 1949
 CN1869_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1869+STABILITY: SURFACE MOTION
 CN1869
 CN1869  HISTORY     - Date     Condition        Report By
 CN1869  HISTORY     - 1949     MONUMENTED       CGS
 CN1869  HISTORY     - 1956     MARK NOT FOUND   USGS
 CN1869  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1869
 CN1869                          STATION DESCRIPTION
 CN1869
 CN1869'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1869'0.85 MI NE FROM LAKE LANIER.
 CN1869'ABOUT 0.85 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE SOUTHERN
 CN1869'RAILWAY STATION AT LAKE LANIER, ABOUT 0.4 MILE NORTHEAST OF THE
 CN1869'INTERSECTION OF U.S. HIGHWAY 80, AT A CROSS ROAD, ABOUT 100 YARDS WEST
 CN1869'OF A CHURCH ON NORTH SIDE OF ROAD LEADING EAST, 81 FEET
 CN1869'NORTH-NORTHWEST OF THE CENTER OF THE INTERSECTION, 56 1/2 FEET NORTH
 CN1869'OF THE CENTER LINE OF THE ROAD WEST, 104 FEET SOUTH-SOUTHWEST OF THE
 CN1869'CENTER OF THE JUNCTION OF A CUT-OFF ROAD CONNECTING ROAD NORTH AND
 CN1869'ROAD WEST, 27 FEET WEST OF THE CENTERLINE OF THE MAIN ROAD, 29 FEET
 CN1869'SOUTHEAST OF THE CENTER LINE OF THE CUT-OFF ROAD, 1 1/2 FEET EAST OF A
 CN1869'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 CN1869'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN1869
 CN1869                          STATION RECOVERY (1956)
 CN1869
 CN1869'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CN1869'MARK NOT FOUND.
 CN1869
 CN1869                          STATION RECOVERY (1984)
 CN1869
 CN1869'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1869'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1139 ***********************************************************************
 CN1139  DESIGNATION -  C 311
 CN1139  PID         -  CN1139
 CN1139  STATE/COUNTY-  AL/DALLAS
 CN1139  USGS QUAD   -  SUMMERFIELD (1987)
 CN1139
 CN1139                         *CURRENT SURVEY CONTROL
 CN1139  ___________________________________________________________________
 CN1139* NAD 83(1986)-  32 30 01.     (N)    087 00 56.     (W)     SCALED    
 CN1139* NAVD 88     -        95.155  (meters)     312.19   (feet)  ADJUSTED  
 CN1139  ___________________________________________________________________
 CN1139  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CN1139  DYNAMIC HT  -          95.046 (meters)     311.83  (feet)  COMP
 CN1139  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 CN1139
 CN1139  VERT ORDER  -  SECOND    CLASS 0
 CN1139
 CN1139.The horizontal coordinates were scaled from a topographic map and have
 CN1139.an estimated accuracy of +/- 6 seconds.
 CN1139
 CN1139.The orthometric height was determined by differential leveling
 CN1139.and adjusted by the National Geodetic Survey in June 1991..
 CN1139
 CN1139.The geoid height was determined by GEOID03.
 CN1139
 CN1139.The dynamic height is computed by dividing the NAVD 88
 CN1139.geopotential number by the normal gravity value computed on the
 CN1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1139.degrees latitude (g = 980.6199 gals.).
 CN1139
 CN1139.The modeled gravity was interpolated from observed gravity values.
 CN1139
 CN1139;                    North         East    Units  Estimated Accuracy
 CN1139;SPC AL W     -   277,300.      645,520.      MT  (+/- 180 meters Scaled)
 CN1139
 CN1139                          SUPERSEDED SURVEY CONTROL
 CN1139
 CN1139  NGVD 29 (??/??/92)   95.117  (m)          312.06   (f) ADJ UNCH    2 0
 CN1139
 CN1139.Superseded values are not recommended for survey control.
 CN1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1139.See file dsdata.txt to determine how the superseded data were derived.
 CN1139
 CN1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA985958(NAD 83)
 CN1139_MARKER: DB = BENCH MARK DISK
 CN1139_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1139_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1139_STAMPING: C 311 1949
 CN1139_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1139+STABILITY: SURFACE MOTION
 CN1139
 CN1139  HISTORY     - Date     Condition        Report By
 CN1139  HISTORY     - 1949     MONUMENTED       CGS
 CN1139  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1139
 CN1139                          STATION DESCRIPTION
 CN1139
 CN1139'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1139'2.75 MI SE FROM SUMMERFIELD.
 CN1139'ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF A ROAD
 CN1139'WEST AND THE SCHOOL YARD AT SUMMERFIELD, THENCE ABOUT 2.6 MILES
 CN1139'SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 0.75 MILE NORTHEAST OF THE
 CN1139'CROSSING OF A POWER TRANSMISSION LINE, AT THE NORTHEAST END OF A CURVE
 CN1139'WITH TANGENTS NORTHEAST AND SOUTHEAST, ABOUT 94 YARDS SOUTHWEST AND
 CN1139'ACROSS THE ROAD FROM A FARM HOUSE, AT THE JUNCTION OF A TRAIL WEST,
 CN1139'33.5 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 73 FEET
 CN1139'SOUTH-SOUTHEAST OF A 48-INCH WHITE OAK TREE, 18 FEET NORTH OF THE
 CN1139'CENTER LINE OF THE TRAIL WEST, 2 FEET SOUTHWEST OF A WHITE WOODEN
 CN1139'WITNESS POST, 1 FOOT BELOW THE ROAD, ABOUT LEVEL WITH THE TRAIL AND
 CN1139'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CN1139
 CN1139                          STATION RECOVERY (1984)
 CN1139
 CN1139'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1139'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1872 ***********************************************************************
 CN1872  DESIGNATION -  C 312
 CN1872  PID         -  CN1872
 CN1872  STATE/COUNTY-  AL/DALLAS
 CN1872  USGS QUAD   -  SELMA (1977)
 CN1872
 CN1872                         *CURRENT SURVEY CONTROL
 CN1872  ___________________________________________________________________
 CN1872* NAD 83(1986)-  32 28 07.     (N)    087 07 22.     (W)     SCALED    
 CN1872* NAVD 88     -        70.531  (meters)     231.40   (feet)  ADJUSTED  
 CN1872  ___________________________________________________________________
 CN1872  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CN1872  DYNAMIC HT  -          70.449 (meters)     231.13  (feet)  COMP
 CN1872  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CN1872
 CN1872  VERT ORDER  -  SECOND    CLASS 0
 CN1872
 CN1872.The horizontal coordinates were scaled from a topographic map and have
 CN1872.an estimated accuracy of +/- 6 seconds.
 CN1872
 CN1872.The orthometric height was determined by differential leveling
 CN1872.and adjusted by the National Geodetic Survey in June 1991..
 CN1872
 CN1872.The geoid height was determined by GEOID03.
 CN1872
 CN1872.The dynamic height is computed by dividing the NAVD 88
 CN1872.geopotential number by the normal gravity value computed on the
 CN1872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1872.degrees latitude (g = 980.6199 gals.).
 CN1872
 CN1872.The modeled gravity was interpolated from observed gravity values.
 CN1872
 CN1872;                    North         East    Units  Estimated Accuracy
 CN1872;SPC AL W     -   273,750.      635,460.      MT  (+/- 180 meters Scaled)
 CN1872
 CN1872                          SUPERSEDED SURVEY CONTROL
 CN1872
 CN1872  NGVD 29 (??/??/92)   70.485  (m)          231.25   (f) ADJ UNCH    2 0
 CN1872
 CN1872.Superseded values are not recommended for survey control.
 CN1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1872.See file dsdata.txt to determine how the superseded data were derived.
 CN1872
 CN1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA884923(NAD 83)
 CN1872_MARKER: DB = BENCH MARK DISK
 CN1872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1872_STAMPING: C 312 1949
 CN1872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1872+STABILITY: SURFACE MOTION
 CN1872
 CN1872  HISTORY     - Date     Condition        Report By
 CN1872  HISTORY     - 1949     MONUMENTED       CGS
 CN1872
 CN1872                          STATION DESCRIPTION
 CN1872
 CN1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1872'7.0 MI SE FROM SUTTLE.
 CN1872'ABOUT 6.15 MILES SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 CN1872'AT SUTTLE, THENCE ABOUT 0.85 MILE SOUTHWEST ALONG A GRAVEL ROAD, AT
 CN1872'CENTER BAPTIST CHURCH, 61 FEET EAST-NORTHEAST AND ACROSS A ROAD NORTH
 CN1872'TO A HOUSE FROM THE EAST CORNER OF THE CHURCH BUILDING, 63 FEET
 CN1872'NORTHWEST OF THE CENTER LINE OF THE ROAD, 46 FEET NORTH AND ACROSS DIM
 CN1872'ROAD NORTH FROM A 10-INCH ELM TREE, 48 1/2 FEET NORTHWEST OF THE
 CN1872'NORTHEAST END OF A 12-INCH PIPE CULVERT UNDER ROAD NORTH, 1 1/2 FEET
 CN1872'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 12 FEET NORTHEAST OF THE
 CN1872'CENTER LINE OF THE ROAD TO HOUSE, ABOUT LEVEL WITH THE ROAD AND SET IN
 CN1872'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE
 CN1872'REACHED FROM THE SOUTHERN RAILWAY STATION AT LAKE LANIER BY GOING
 CN1872'ABOUT 3.7 MILES NORTHEAST ALONG A GRAVEL ROAD TO THE CENTER BAPTIST
 CN1872'CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0648 ***********************************************************************
 EF0648  DESIGNATION -  C 313
 EF0648  PID         -  EF0648
 EF0648  STATE/COUNTY-  AL/MADISON
 EF0648  USGS QUAD   -  GREENBRIER (1992)
 EF0648
 EF0648                         *CURRENT SURVEY CONTROL
 EF0648  ___________________________________________________________________
 EF0648* NAD 83(1986)-  34 41 03.     (N)    086 46 51.     (W)     SCALED    
 EF0648* NAVD 88     -       206.825  (meters)     678.56   (feet)  ADJUSTED  
 EF0648  ___________________________________________________________________
 EF0648  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EF0648  DYNAMIC HT  -         206.620 (meters)     677.89  (feet)  COMP
 EF0648  MODELED GRAV-     979,639.3   (mgal)                       NAVD 88
 EF0648
 EF0648  VERT ORDER  -  FIRST     CLASS II
 EF0648
 EF0648.The horizontal coordinates were scaled from a topographic map and have
 EF0648.an estimated accuracy of +/- 6 seconds.
 EF0648
 EF0648.The orthometric height was determined by differential leveling
 EF0648.and adjusted by the National Geodetic Survey in June 1991..
 EF0648
 EF0648.The geoid height was determined by GEOID03.
 EF0648
 EF0648.The dynamic height is computed by dividing the NAVD 88
 EF0648.geopotential number by the normal gravity value computed on the
 EF0648.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0648.degrees latitude (g = 980.6199 gals.).
 EF0648
 EF0648.The modeled gravity was interpolated from observed gravity values.
 EF0648
 EF0648;                    North         East    Units  Estimated Accuracy
 EF0648;SPC AL E     -   464,400.      113,180.      MT  (+/- 180 meters Scaled)
 EF0648
 EF0648                          SUPERSEDED SURVEY CONTROL
 EF0648
 EF0648  NGVD 29 (??/??/92)  206.798  (m)          678.47   (f) ADJ UNCH    1 2
 EF0648
 EF0648.Superseded values are not recommended for survey control.
 EF0648.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0648.See file dsdata.txt to determine how the superseded data were derived.
 EF0648
 EF0648_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED200380(NAD 83)
 EF0648_MARKER: DB = BENCH MARK DISK
 EF0648_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0648_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0648_STAMPING: C 313 1949
 EF0648_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0648+STABILITY: SURFACE MOTION
 EF0648
 EF0648  HISTORY     - Date     Condition        Report By
 EF0648  HISTORY     - 1949     MONUMENTED       CGS
 EF0648  HISTORY     - 1967     GOOD             NGS
 EF0648  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0648
 EF0648                          STATION DESCRIPTION
 EF0648
 EF0648'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0648'1.9 MI SW FROM MADISON.
 EF0648'ABOUT 1.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0648'AT MADISON, ABOUT 0.35 MILE NORTHEAST OF A WOODEN OVERPASS OF A GRAVEL
 EF0648'ROAD OVER THE TRACK AND THE MADISON-LIMESTONE COUNTY LINE, 22 FEET
 EF0648'NORTHWEST OF THE NORTHWEST RAIL, 6.5 FEET NORTHEAST OF A TELEPHONE
 EF0648'POLE, 32.5 FEET EAST-SOUTHEAST OF TELEPHONE POLE NO. 421, 117 FEET
 EF0648'NORTH-NORTHEAST AND ACROSS THE TRACK FROM POLE NO. 13, AT THE
 EF0648'NORTHEAST END OF A CUT, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 EF0648'POST, 1/2 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 EF0648'PROJECTING 3 INCHES.
 EF0648
 EF0648                          STATION RECOVERY (1967)
 EF0648
 EF0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EF0648'RECOVERED IN GOOD CONDITION.
 EF0648
 EF0648                          STATION RECOVERY (1982)
 EF0648
 EF0648'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0648'NOT RECOVERED, INACCESSIBLE TO LEVEL TO AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0623 ***********************************************************************
 EF0623  DESIGNATION -  C 314
 EF0623  PID         -  EF0623
 EF0623  STATE/COUNTY-  AL/MADISON
 EF0623  USGS QUAD   -  HUNTSVILLE (1991)
 EF0623
 EF0623                         *CURRENT SURVEY CONTROL
 EF0623  ___________________________________________________________________
 EF0623* NAD 83(1986)-  34 42 07.     (N)    086 35 01.     (W)     SCALED    
 EF0623* NAVD 88     -       185.812  (meters)     609.62   (feet)  ADJUSTED  
 EF0623  ___________________________________________________________________
 EF0623  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 EF0623  DYNAMIC HT  -         185.623 (meters)     609.00  (feet)  COMP
 EF0623  MODELED GRAV-     979,617.1   (mgal)                       NAVD 88
 EF0623
 EF0623  VERT ORDER  -  FIRST     CLASS II
 EF0623
 EF0623.The horizontal coordinates were scaled from a topographic map and have
 EF0623.an estimated accuracy of +/- 6 seconds.
 EF0623
 EF0623.The orthometric height was determined by differential leveling
 EF0623.and adjusted by the National Geodetic Survey in June 1991..
 EF0623
 EF0623.The geoid height was determined by GEOID03.
 EF0623
 EF0623.The dynamic height is computed by dividing the NAVD 88
 EF0623.geopotential number by the normal gravity value computed on the
 EF0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0623.degrees latitude (g = 980.6199 gals.).
 EF0623
 EF0623.The modeled gravity was interpolated from observed gravity values.
 EF0623
 EF0623;                    North         East    Units  Estimated Accuracy
 EF0623;SPC AL E     -   466,220.      131,260.      MT  (+/- 180 meters Scaled)
 EF0623
 EF0623                          SUPERSEDED SURVEY CONTROL
 EF0623
 EF0623  NGVD 29 (??/??/92)  185.759  (m)          609.44   (f) ADJ UNCH    1 2
 EF0623
 EF0623.Superseded values are not recommended for survey control.
 EF0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0623.See file dsdata.txt to determine how the superseded data were derived.
 EF0623
 EF0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED381400(NAD 83)
 EF0623_MARKER: DB = BENCH MARK DISK
 EF0623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0623_STAMPING: C 314 1949
 EF0623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0623+STABILITY: SURFACE MOTION
 EF0623
 EF0623  HISTORY     - Date     Condition        Report By
 EF0623  HISTORY     - 1949     MONUMENTED       CGS
 EF0623  HISTORY     - 1965     GOOD             NGS
 EF0623
 EF0623                          STATION DESCRIPTION
 EF0623
 EF0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0623'2.0 MI SE FROM HUNTSVILLE.
 EF0623'ABOUT 2.0 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 EF0623'LOUIS RAILWAY FROM THE STATION AT HUNTSVILLE, ABOUT 0.25 MILE
 EF0623'SOUTHEAST OF A ROAD CROSSING, ABOUT 0.2 MILE SOUTHEAST OF A
 EF0623'TRANSFORMER PLANT, 16.5 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 22 FEET
 EF0623'SOUTHEAST OF THE CENTER LINE OF A FIELD ROAD SOUTHWEST TO A SMALL
 EF0623'GREEN FARM HOUSE, 51 FEET WEST AND ACROSS THE TRACK FROM A RAILWAY
 EF0623'SIGN W AND R, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2
 EF0623'FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EF0623'3 INCHES.  NOTE-- THE RAILROAD IS NOW THE LOUISVILLE AND NASHVILLE.
 EF0623
 EF0623                          STATION RECOVERY (1965)
 EF0623
 EF0623'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EF0623'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0605 ***********************************************************************
 EF0605  DESIGNATION -  C 315
 EF0605  PID         -  EF0605
 EF0605  STATE/COUNTY-  AL/MADISON
 EF0605  USGS QUAD   -  MERIDIANVILLE (1982)
 EF0605
 EF0605                         *CURRENT SURVEY CONTROL
 EF0605  ___________________________________________________________________
 EF0605* NAD 83(1986)-  34 45 40.     (N)    086 34 25.     (W)     SCALED    
 EF0605* NAVD 88     -       217.545  (meters)     713.73   (feet)  ADJUSTED  
 EF0605  ___________________________________________________________________
 EF0605  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 EF0605  DYNAMIC HT  -         217.324 (meters)     713.00  (feet)  COMP
 EF0605  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 EF0605
 EF0605  VERT ORDER  -  FIRST     CLASS II
 EF0605
 EF0605.The horizontal coordinates were scaled from a topographic map and have
 EF0605.an estimated accuracy of +/- 6 seconds.
 EF0605
 EF0605.The orthometric height was determined by differential leveling
 EF0605.and adjusted by the National Geodetic Survey in June 1991..
 EF0605
 EF0605.The geoid height was determined by GEOID03.
 EF0605
 EF0605.The dynamic height is computed by dividing the NAVD 88
 EF0605.geopotential number by the normal gravity value computed on the
 EF0605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0605.degrees latitude (g = 980.6199 gals.).
 EF0605
 EF0605.The modeled gravity was interpolated from observed gravity values.
 EF0605
 EF0605;                    North         East    Units  Estimated Accuracy
 EF0605;SPC AL E     -   472,780.      132,230.      MT  (+/- 180 meters Scaled)
 EF0605
 EF0605                          SUPERSEDED SURVEY CONTROL
 EF0605
 EF0605  NGVD 29 (??/??/92)  217.50   (m)          713.6    (f) COMPUTED    1 2
 EF0605
 EF0605.Superseded values are not recommended for survey control.
 EF0605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0605.See file dsdata.txt to determine how the superseded data were derived.
 EF0605
 EF0605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED390466(NAD 83)
 EF0605_MARKER: DB = BENCH MARK DISK
 EF0605_SETTING: 66 = SET IN ROCK OUTCROP
 EF0605_SP_SET: ROCK CUT
 EF0605_STAMPING: C 315 1949
 EF0605_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0605+STABILITY: POSITION/ELEVATION WELL
 EF0605
 EF0605  HISTORY     - Date     Condition        Report By
 EF0605  HISTORY     - 1949     MONUMENTED       CGS
 EF0605  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0605
 EF0605                          STATION DESCRIPTION
 EF0605
 EF0605'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0605'1.95 MI NE FROM HUNTSVILLE.
 EF0605'ABOUT 1.95 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0605'AT HUNTSVILLE, AT A SHORT ROCK CUT, AT TELEPHONE POLE NO. 23, SET IN
 EF0605'THE TOP OF A SHELF OF ROCK IN ROCK CUT, AT A SLIGHT CURVE IN THE TRACK
 EF0605'WITH TANGENTS EXTENDING SOUTH-SOUTHWEST BY NORTHEAST, 6.7 FEET
 EF0605'EAST-SOUTHEAST OF THE EAST-SOUTHEAST RAIL AND ABOUT 1 1/2 FEET ABOVE
 EF0605'THE TRACK.
 EF0605
 EF0605                          STATION RECOVERY (1982)
 EF0605
 EF0605'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0605'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0032 ***********************************************************************
 EF0032  DESIGNATION -  C 316
 EF0032  PID         -  EF0032
 EF0032  STATE/COUNTY-  AL/MARSHALL
 EF0032  USGS QUAD   -  SWEARENGIN (1983)
 EF0032
 EF0032                         *CURRENT SURVEY CONTROL
 EF0032  ___________________________________________________________________
 EF0032* NAD 83(1986)-  34 35 05.     (N)    086 12 16.     (W)     SCALED    
 EF0032* NAVD 88     -       306.993  (meters)    1007.19   (feet)  ADJUSTED  
 EF0032  ___________________________________________________________________
 EF0032  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EF0032  DYNAMIC HT  -         306.685 (meters)    1006.18  (feet)  COMP
 EF0032  MODELED GRAV-     979,621.2   (mgal)                       NAVD 88
 EF0032
 EF0032  VERT ORDER  -  FIRST     CLASS II
 EF0032
 EF0032.The horizontal coordinates were scaled from a topographic map and have
 EF0032.an estimated accuracy of +/- 6 seconds.
 EF0032
 EF0032.The orthometric height was determined by differential leveling
 EF0032.and adjusted by the National Geodetic Survey in June 1991..
 EF0032
 EF0032.The geoid height was determined by GEOID03.
 EF0032
 EF0032.The dynamic height is computed by dividing the NAVD 88
 EF0032.geopotential number by the normal gravity value computed on the
 EF0032.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0032.degrees latitude (g = 980.6199 gals.).
 EF0032
 EF0032.The modeled gravity was interpolated from observed gravity values.
 EF0032
 EF0032;                    North         East    Units  Estimated Accuracy
 EF0032;SPC AL E     -   453,030.      165,950.      MT  (+/- 180 meters Scaled)
 EF0032
 EF0032                          SUPERSEDED SURVEY CONTROL
 EF0032
 EF0032  NGVD 29 (??/??/92)  306.982  (m)         1007.16   (f) ADJ UNCH    1 2
 EF0032
 EF0032.Superseded values are not recommended for survey control.
 EF0032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0032.See file dsdata.txt to determine how the superseded data were derived.
 EF0032
 EF0032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED729272(NAD 83)
 EF0032_MARKER: DB = BENCH MARK DISK
 EF0032_SETTING: 66 = SET IN ROCK OUTCROP
 EF0032_SP_SET: ROCK OUTCROP
 EF0032_STAMPING: C 316 1949
 EF0032_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0032+STABILITY: POSITION/ELEVATION WELL
 EF0032
 EF0032  HISTORY     - Date     Condition        Report By
 EF0032  HISTORY     - 1949     MONUMENTED       CGS
 EF0032  HISTORY     - 1964     GOOD             NGS
 EF0032
 EF0032                          STATION DESCRIPTION
 EF0032
 EF0032'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EF0032'1.9 MI NW FROM SWEARENGIN CROSSROADS.
 EF0032'ABOUT 6.8 MILES ELY AND SLY ALONG THE MOST DIRECT ROAD TOWARD SAID
 EF0032'ABOVE CROSSROADS FROM THE MAIN CORNER IN WOODVILLE THE LAST 0.6 MILE
 EF0032'OF WHICH IS OVER EARTH ROAD AT PRESENT IMPASSABLE TO AUTOMOBILE IN WET
 EF0032'WEATHER BUT WHICH IS SLOWLY BEING IMPROVED LYING BETWEEN THE SUBJECT
 EF0032'MARK AND NO. B 316 BENCH MARK, 1.9 MILES NWLY ALONG GRADED ROAD FROM
 EF0032'THE SWEARENGIN CROSSROADS, AT N END OF REVERSE CURVES ON LONG STEEP
 EF0032'GRADE DOWNHILL NLY, 94 FEET SE OF TRIANGLE BLAZE ON 16-INCH OAK ON W
 EF0032'SIDE OF ROAD, 71 FEET E OF TRIANGLE BLAZE ON 12-INCH MAPLE, 63 FEET N
 EF0032'OF TRIANGLE BLAZE ON 14-INCH PINE, 39 FEET E OF CENTER LINE OF GRADED
 EF0032'ROAD, 5 FEET HIGHER THAN SAME, 2-1/2 FEET NE OF SW APEX OF 3- X 3- X
 EF0032'2- YARD TRIANGULAR OUTCROP OF ROCK THAT STANDS ABOUT 2 FEET ABOVE
 EF0032'GROUND ON THE W SIDE OF THE OUTCROP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0936 ***********************************************************************
 EE0936  DESIGNATION -  C 317
 EE0936  PID         -  EE0936
 EE0936  STATE/COUNTY-  AL/JACKSON
 EE0936  USGS QUAD   -  STEVENSON (1983)
 EE0936
 EE0936                         *CURRENT SURVEY CONTROL
 EE0936  ___________________________________________________________________
 EE0936* NAD 83(1986)-  34 45 24.     (N)    085 52 19.     (W)     SCALED    
 EE0936* NAVD 88     -       188.117  (meters)     617.18   (feet)  ADJUSTED  
 EE0936  ___________________________________________________________________
 EE0936  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EE0936  DYNAMIC HT  -         187.930 (meters)     616.57  (feet)  COMP
 EE0936  MODELED GRAV-     979,639.0   (mgal)                       NAVD 88
 EE0936
 EE0936  VERT ORDER  -  FIRST     CLASS II
 EE0936
 EE0936.The horizontal coordinates were scaled from a topographic map and have
 EE0936.an estimated accuracy of +/- 6 seconds.
 EE0936
 EE0936.The orthometric height was determined by differential leveling
 EE0936.and adjusted by the National Geodetic Survey in June 1991..
 EE0936
 EE0936.The geoid height was determined by GEOID03.
 EE0936
 EE0936.The dynamic height is computed by dividing the NAVD 88
 EE0936.geopotential number by the normal gravity value computed on the
 EE0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0936.degrees latitude (g = 980.6199 gals.).
 EE0936
 EE0936.The modeled gravity was interpolated from observed gravity values.
 EE0936
 EE0936;                    North         East    Units  Estimated Accuracy
 EE0936;SPC AL E     -   472,040.      196,470.      MT  (+/- 180 meters Scaled)
 EE0936
 EE0936                          SUPERSEDED SURVEY CONTROL
 EE0936
 EE0936  NGVD 29 (??/??/92)  188.094  (m)          617.11   (f) ADJ UNCH    1 2
 EE0936
 EE0936.Superseded values are not recommended for survey control.
 EE0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0936.See file dsdata.txt to determine how the superseded data were derived.
 EE0936
 EE0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD032466(NAD 83)
 EE0936_MARKER: DB = BENCH MARK DISK
 EE0936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0936_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0936_STAMPING: C 317 1950
 EE0936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0936+STABILITY: SURFACE MOTION
 EE0936
 EE0936  HISTORY     - Date     Condition        Report By
 EE0936  HISTORY     - 1950     MONUMENTED       CGS
 EE0936  HISTORY     - 1963     MARK NOT FOUND   NGS
 EE0936
 EE0936                          STATION DESCRIPTION
 EE0936
 EE0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 EE0936'4.4 MI SE FROM FACKLER.
 EE0936'ABOUT 1.8 MILES SOUTHEAST ALONG A COUNTY ROAD FROM THE SOUTHERN
 EE0936'RAILWAY STATION AT FACKLER, THENCE ABOUT 0.55 MILE SOUTHWEST
 EE0936'ALONG U.S. HIGHWAY 72, THENCE ABOUT 2.05 MILES SOUTHEAST ALONG
 EE0936'A DIRT ROAD, ABOUT 0.25 MILE EAST OF A CURVE IN THE ROAD WITH
 EE0936'TANGENTS EXTENDING EAST AND NORTH AND THE JUNCTION OF A DIM ROAD
 EE0936'WEST, AT A NORTH-SOUTH CROSSROAD, AT THE SOUTHEAST CORNER OF A
 EE0936'CULTIVATED FIELD, 32 FEET WEST OF THE CENTER LINE OF THE ROAD
 EE0936'NORTH, 33 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD,
 EE0936'21 FEET NORTHEAST OF THE CENTER LINE OF A DIM ROAD NORTHWEST
 EE0936'THROUGH FIELDS, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 EE0936'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 EE0936'PROJECTING 2 INCHES.
 EE0936
 EE0936                          STATION RECOVERY (1963)
 EE0936
 EE0936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 EE0936'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0930 ***********************************************************************
 EE0930  DESIGNATION -  C 318
 EE0930  PID         -  EE0930
 EE0930  STATE/COUNTY-  AL/JACKSON
 EE0930  USGS QUAD   -  STEVENSON (1983)
 EE0930
 EE0930                         *CURRENT SURVEY CONTROL
 EE0930  ___________________________________________________________________
 EE0930* NAD 83(1986)-  34 47 29.     (N)    085 51 46.     (W)     SCALED    
 EE0930* NAVD 88     -       184.695  (meters)     605.95   (feet)  ADJUSTED  
 EE0930  ___________________________________________________________________
 EE0930  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE0930  DYNAMIC HT  -         184.514 (meters)     605.36  (feet)  COMP
 EE0930  MODELED GRAV-     979,648.4   (mgal)                       NAVD 88
 EE0930
 EE0930  VERT ORDER  -  FIRST     CLASS II
 EE0930
 EE0930.The horizontal coordinates were scaled from a topographic map and have
 EE0930.an estimated accuracy of +/- 6 seconds.
 EE0930
 EE0930.The orthometric height was determined by differential leveling
 EE0930.and adjusted by the National Geodetic Survey in June 1991..
 EE0930
 EE0930.The geoid height was determined by GEOID03.
 EE0930
 EE0930.The dynamic height is computed by dividing the NAVD 88
 EE0930.geopotential number by the normal gravity value computed on the
 EE0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0930.degrees latitude (g = 980.6199 gals.).
 EE0930
 EE0930.The modeled gravity was interpolated from observed gravity values.
 EE0930
 EE0930;                    North         East    Units  Estimated Accuracy
 EE0930;SPC AL E     -   475,890.      197,310.      MT  (+/- 180 meters Scaled)
 EE0930
 EE0930                          SUPERSEDED SURVEY CONTROL
 EE0930
 EE0930  NGVD 29 (??/??/92)  184.673  (m)          605.88   (f) ADJ UNCH    1 2
 EE0930
 EE0930.Superseded values are not recommended for survey control.
 EE0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0930.See file dsdata.txt to determine how the superseded data were derived.
 EE0930
 EE0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD040504(NAD 83)
 EE0930_MARKER: DB = BENCH MARK DISK
 EE0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0930_STAMPING: C 318 1950
 EE0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0930+STABILITY: SURFACE MOTION
 EE0930
 EE0930  HISTORY     - Date     Condition        Report By
 EE0930  HISTORY     - 1950     MONUMENTED       CGS
 EE0930  HISTORY     - 1963     GOOD             NGS
 EE0930
 EE0930                          STATION DESCRIPTION
 EE0930
 EE0930'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0930'4.5 MI E FROM FACKLER.
 EE0930'ABOUT 1.8 MILES SOUTHERLY AND EASTERLY ALONG AN ASPHALT COUNTY
 EE0930'ROAD FROM THE RAILROAD CROSSING IN FACKLER, THENCE 0.8 MILE NNE
 EE0930'ALONG NO. 72 U.S. HWY., THENCE 0.9 MILE E AND SOUTHEASTERLY ALONG
 EE0930'GRAVEL ROAD TO A SKEWED CROSSROADS, THENCE 1.0 MILES NE ALONG
 EE0930'GRAVEL ROAD TO BEGINNING OF SHARP CURVE AND THE MARK ON THE LEFT,
 EE0930'46 FEET SW OF PROJECTED CENTER LINE OF THE SW ONE OF TWO 24-INCH
 EE0930'SIDE-BY-SIDE CONCRETE PIPE CULVERTS, 32 FEET NW OF CENTER LINE
 EE0930'OF GRAVEL ROAD, 0.8 FOOT HIGHER THAN PRESENT GRADE OF SAME, 2.0
 EE0930'FEET W OF STEEL WITNESS POST, AND PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0016 ***********************************************************************
 CN0016  DESIGNATION -  C 32
 CN0016  PID         -  CN0016
 CN0016  STATE/COUNTY-  AL/COOSA
 CN0016  USGS QUAD   -  ROCKFORD (1971)
 CN0016
 CN0016                         *CURRENT SURVEY CONTROL
 CN0016  ___________________________________________________________________
 CN0016* NAD 83(1986)-  32 53 13.     (N)    086 14 00.     (W)     SCALED    
 CN0016* NAVD 88     -       210.486  (meters)     690.57   (feet)  ADJUSTED  
 CN0016  ___________________________________________________________________
 CN0016  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CN0016  DYNAMIC HT  -         210.244 (meters)     689.78  (feet)  COMP
 CN0016  MODELED GRAV-     979,485.3   (mgal)                       NAVD 88
 CN0016
 CN0016  VERT ORDER  -  SECOND    CLASS 0
 CN0016
 CN0016.The horizontal coordinates were scaled from a topographic map and have
 CN0016.an estimated accuracy of +/- 6 seconds.
 CN0016
 CN0016.The orthometric height was determined by differential leveling
 CN0016.and adjusted by the National Geodetic Survey in June 1991..
 CN0016
 CN0016.The geoid height was determined by GEOID03.
 CN0016
 CN0016.The dynamic height is computed by dividing the NAVD 88
 CN0016.geopotential number by the normal gravity value computed on the
 CN0016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0016.degrees latitude (g = 980.6199 gals.).
 CN0016
 CN0016.The modeled gravity was interpolated from observed gravity values.
 CN0016
 CN0016;                    North         East    Units  Estimated Accuracy
 CN0016;SPC AL E     -   264,730.      162,570.      MT  (+/- 180 meters Scaled)
 CN0016
 CN0016                          SUPERSEDED SURVEY CONTROL
 CN0016
 CN0016  NGVD 29 (??/??/92)  210.462  (m)          690.49   (f) ADJ UNCH    2 0
 CN0016
 CN0016.Superseded values are not recommended for survey control.
 CN0016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0016.See file dsdata.txt to determine how the superseded data were derived.
 CN0016
 CN0016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB717390(NAD 83)
 CN0016_MARKER: DB = BENCH MARK DISK
 CN0016_SETTING: 0 = UNSPECIFIED SETTING
 CN0016_STAMPING: C 32 1934
 CN0016_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0016
 CN0016  HISTORY     - Date     Condition        Report By
 CN0016  HISTORY     - 1934     MONUMENTED       CGS
 CN0016  HISTORY     - 1949     MARK NOT FOUND   NGS
 CN0016
 CN0016                          STATION DESCRIPTION
 CN0016
 CN0016'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0016'0.8 MI W FROM ROCKFORD.
 CN0016'ALONG STATE HIGHWAY NO. 22, 21 YARDS NORTH EAST OF ROAD TO T.L. BURKS
 CN0016'HOUSE.  15 FEET WEST OF SOUTHEAST CORNER OF R.O. SNYDERS FIELD.  22
 CN0016'FEET NORTH OF CENTER LINE OF HIGHWAY.  3 FEET ABOVE HIGHWAY GRADE. 18
 CN0016'INCHES SOUTH OF RIGHT OF WAY FENCE.  NOTE-- HIGHWAY HAS BEEN REBUILT.
 CN0016
 CN0016                          STATION RECOVERY (1949)
 CN0016
 CN0016'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CN0016'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1890 ***********************************************************************
 CN1890  DESIGNATION -  C 321
 CN1890  PID         -  CN1890
 CN1890  STATE/COUNTY-  AL/DALLAS
 CN1890  USGS QUAD   -  SELMA (1977)
 CN1890
 CN1890                         *CURRENT SURVEY CONTROL
 CN1890  ___________________________________________________________________
 CN1890* NAD 83(1986)-  32 27 55.     (N)    087 04 18.     (W)     SCALED    
 CN1890* NAVD 88     -        55.584  (meters)     182.36   (feet)  ADJUSTED  
 CN1890  ___________________________________________________________________
 CN1890  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CN1890  DYNAMIC HT  -          55.520 (meters)     182.15  (feet)  COMP
 CN1890  MODELED GRAV-     979,489.3   (mgal)                       NAVD 88
 CN1890
 CN1890  VERT ORDER  -  SECOND    CLASS 0
 CN1890
 CN1890.The horizontal coordinates were scaled from a topographic map and have
 CN1890.an estimated accuracy of +/- 6 seconds.
 CN1890
 CN1890.The orthometric height was determined by differential leveling
 CN1890.and adjusted by the National Geodetic Survey in June 1991..
 CN1890
 CN1890.The geoid height was determined by GEOID03.
 CN1890
 CN1890.The dynamic height is computed by dividing the NAVD 88
 CN1890.geopotential number by the normal gravity value computed on the
 CN1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1890.degrees latitude (g = 980.6199 gals.).
 CN1890
 CN1890.The modeled gravity was interpolated from observed gravity values.
 CN1890
 CN1890;                    North         East    Units  Estimated Accuracy
 CN1890;SPC AL W     -   273,400.      640,270.      MT  (+/- 180 meters Scaled)
 CN1890
 CN1890                          SUPERSEDED SURVEY CONTROL
 CN1890
 CN1890  NGVD 29 (??/??/92)   55.542  (m)          182.22   (f) ADJ UNCH    2 0
 CN1890
 CN1890.Superseded values are not recommended for survey control.
 CN1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1890.See file dsdata.txt to determine how the superseded data were derived.
 CN1890
 CN1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA932920(NAD 83)
 CN1890_MARKER: DB = BENCH MARK DISK
 CN1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1890_STAMPING: C 321 1950
 CN1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1890+STABILITY: SURFACE MOTION
 CN1890
 CN1890  HISTORY     - Date     Condition        Report By
 CN1890  HISTORY     - 1950     MONUMENTED       CGS
 CN1890
 CN1890                          STATION DESCRIPTION
 CN1890
 CN1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1890'8.7 MI SE FROM SUTTLE.
 CN1890'ABOUT 7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 CN1890'AT SUTTLE, THENCE 1.2 MILES EAST ALONG PERSIMMON TREE ROAD, AT A TURN
 CN1890'IN THE ROAD WITH TANGENTS EXTENDING WEST AND NORTH, ABOUT IN LINE WITH
 CN1890'THE EXTENDED WEST TANGENT, 16 FEET EAST OF THE EXTENDED NORTH TANGENT,
 CN1890'41 FEET NORHTEAST OF THE CENTER OF A CATTLE GUARD, 2 FEET NORTHWEST OF
 CN1890'A FENCE CORNER THAT IS AT THE NORTH END OF A ROW OF SPANISH DAGGERS, 2
 CN1890'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 CN1890'LEVEL OF THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 5
 CN1890'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2025 ***********************************************************************
 CN2025  DESIGNATION -  C 322 RESET
 CN2025  PID         -  CN2025
 CN2025  STATE/COUNTY-  AL/WILCOX
 CN2025  USGS QUAD   -  CAMDEN NORTH (1974)
 CN2025
 CN2025                         *CURRENT SURVEY CONTROL
 CN2025  ___________________________________________________________________
 CN2025* NAD 83(1986)-  32 04 09.     (N)    087 18 14.     (W)     SCALED    
 CN2025* NAVD 88     -        32.14   (meters)     105.4    (feet)  RESET     
 CN2025  ___________________________________________________________________
 CN2025  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CN2025
 CN2025  VERT ORDER  -  THIRD
 CN2025
 CN2025.The horizontal coordinates were scaled from a topographic map and have
 CN2025.an estimated accuracy of +/- 6 seconds.
 CN2025
 CN2025.The orthometric height was computed from unverified reset data.
 CN2025
 CN2025.The geoid height was determined by GEOID03.
 CN2025
 CN2025;                    North         East    Units  Estimated Accuracy
 CN2025;SPC AL W     -   229,410.      618,520.      MT  (+/- 180 meters Scaled)
 CN2025
 CN2025                          SUPERSEDED SURVEY CONTROL
 CN2025
 CN2025.No superseded survey control is available for this station.
 CN2025
 CN2025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA713481(NAD 83)
 CN2025_MARKER: DB = BENCH MARK DISK
 CN2025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2025_STAMPING: C 322 RESET 1964
 CN2025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2025+STABILITY: SURFACE MOTION
 CN2025
 CN2025  HISTORY     - Date     Condition        Report By
 CN2025  HISTORY     - 1964     MONUMENTED       CGS
 CN2025
 CN2025                          STATION DESCRIPTION
 CN2025
 CN2025'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CN2025'15.6 MI S FROM ALBERTA.
 CN2025'LOCATED 15.6 MILES SOUTH ALONG WILCOX COUNTY ROAD NO. 29 FROM THE
 CN2025'SOUTHERN RAILROAD STATION AT ALBERTA, AT THE JUNCTION WITH A ROAD
 CN2025'LEADING SOUTHEAST, AND ON LAND OWNED BY WINNFIELD MOONEY, WHO LIVES
 CN2025'ABOUT 100 YARDS SOUTH OF THE MARK, 144 FEET ESE OF THE CENTERLINE OF
 CN2025'THE INTERSECTION OF THE TWO ROADS AND ON THE PROJECTED CENTERLINE OF
 CN2025'THE ROAD LEADING EAST, 46 FEET SE OF A FENCE CORNER, 40 FEET WEST OF A
 CN2025'FENCE LINE, 48 FEET EAST OF WHERE THE GROUND BREAKS OFF TO THE WEST
 CN2025'AND THE CREEK, 1.5 FEET WEST OF A METAL WITNESS POST, AND SET IN THE
 CN2025'TOP OF A 6-INCH SQUARE CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1979 ***********************************************************************
 CN1979  DESIGNATION -  C 323
 CN1979  PID         -  CN1979
 CN1979  STATE/COUNTY-  AL/WILCOX
 CN1979  USGS QUAD   -  CAMDEN NORTH (1974)
 CN1979
 CN1979                         *CURRENT SURVEY CONTROL
 CN1979  ___________________________________________________________________
 CN1979* NAD 83(1986)-  32 01 30.     (N)    087 19 05.     (W)     SCALED    
 CN1979* NAVD 88     -        73.364  (meters)     240.70   (feet)  ADJUSTED  
 CN1979  ___________________________________________________________________
 CN1979  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CN1979  DYNAMIC HT  -          73.280 (meters)     240.42  (feet)  COMP
 CN1979  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CN1979
 CN1979  VERT ORDER  -  SECOND    CLASS 0
 CN1979
 CN1979.The horizontal coordinates were scaled from a topographic map and have
 CN1979.an estimated accuracy of +/- 6 seconds.
 CN1979
 CN1979.The orthometric height was determined by differential leveling
 CN1979.and adjusted by the National Geodetic Survey in June 1991..
 CN1979
 CN1979.The geoid height was determined by GEOID03.
 CN1979
 CN1979.The dynamic height is computed by dividing the NAVD 88
 CN1979.geopotential number by the normal gravity value computed on the
 CN1979.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1979.degrees latitude (g = 980.6199 gals.).
 CN1979
 CN1979.The modeled gravity was interpolated from observed gravity values.
 CN1979
 CN1979;                    North         East    Units  Estimated Accuracy
 CN1979;SPC AL W     -   224,510.      617,190.      MT  (+/- 180 meters Scaled)
 CN1979
 CN1979                          SUPERSEDED SURVEY CONTROL
 CN1979
 CN1979  NGVD 29 (??/??/92)   73.325  (m)          240.57   (f) ADJ UNCH    2 0
 CN1979
 CN1979.Superseded values are not recommended for survey control.
 CN1979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1979.See file dsdata.txt to determine how the superseded data were derived.
 CN1979
 CN1979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA699432(NAD 83)
 CN1979_MARKER: DB = BENCH MARK DISK
 CN1979_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1979_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1979_STAMPING: C 323 1950
 CN1979_PROJECTION: FLUSH
 CN1979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1979+STABILITY: SURFACE MOTION
 CN1979
 CN1979  HISTORY     - Date     Condition        Report By
 CN1979  HISTORY     - 1950     MONUMENTED       CGS
 CN1979  HISTORY     - 19980127 MARK NOT FOUND   NGS
 CN1979
 CN1979                          STATION DESCRIPTION
 CN1979
 CN1979'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1979'3.0 MI NW FROM CAMDEN.
 CN1979'ABOUT 3.0 MILES NORTHWEST ALONG STATE HIGHWAY 28 FROM THE COURT HOUSE
 CN1979'IN CAMDEN, AT THE JUNCTIONS OF GRAVEL ROADS LEADING NORTH AND WEST,
 CN1979'ABOUT 0.2 MILE SOUTHEAST OF THE HEADQUARTERS OF THE STATE AGRICULTURAL
 CN1979'EXPERIMENTT STATION, 33 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH
 CN1979'WHICH LEADS TO ELLIS FERRY AND THE EXPERIMENT STATION, 48 FEET
 CN1979'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 105 FEET NORTH OF THE
 CN1979'CENTER OF THE JUNCTION OF THE THREE ROADS, 152 FEET SOUTHEAST OF THE
 CN1979'FIRST POWER POLE NORTHWEST OF THE ROAD NORTH, 2 1/2 FEET SOUTHWEST OF
 CN1979'THE FENCE LINE, 13 FEET NORTHWEST OF A FENCE CORNER, 33 FEET NORTHWEST
 CN1979'OF A STOP SIGN, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN1979'2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE
 CN1979'POST PROJECTING 3 INCHES.
 CN1979
 CN1979                          STATION RECOVERY (1998)
 CN1979
 CN1979'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN1979'STATION WAS SEARCHED FOR BUT NOT FOUND.  IT IS BELIEVED DESTORYED DUE
 CN1979'TO THE DISTANCES COME UP IN THE AREA OF THE GAS, CABLE AND WATER
 CN1979'RIGHT-A-WAY AREA.  THIS AREA SHOWS SIGNS OF RECENT WORK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1731 ***********************************************************************
 CN1731  DESIGNATION -  C 324
 CN1731  PID         -  CN1731
 CN1731  STATE/COUNTY-  AL/DALLAS
 CN1731  USGS QUAD   -  SUMMERFIELD (1987)
 CN1731
 CN1731                         *CURRENT SURVEY CONTROL
 CN1731  ___________________________________________________________________
 CN1731* NAD 83(1986)-  32 36 34.     (N)    087 00 14.     (W)     SCALED    
 CN1731* NAVD 88     -       137.292  (meters)     450.43   (feet)  ADJUSTED  
 CN1731  ___________________________________________________________________
 CN1731  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CN1731  DYNAMIC HT  -         137.134 (meters)     449.91  (feet)  COMP
 CN1731  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CN1731
 CN1731  VERT ORDER  -  SECOND    CLASS 0
 CN1731
 CN1731.The horizontal coordinates were scaled from a topographic map and have
 CN1731.an estimated accuracy of +/- 6 seconds.
 CN1731
 CN1731.The orthometric height was determined by differential leveling
 CN1731.and adjusted by the National Geodetic Survey in June 1991..
 CN1731
 CN1731.The geoid height was determined by GEOID03.
 CN1731
 CN1731.The dynamic height is computed by dividing the NAVD 88
 CN1731.geopotential number by the normal gravity value computed on the
 CN1731.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1731.degrees latitude (g = 980.6199 gals.).
 CN1731
 CN1731.The modeled gravity was interpolated from observed gravity values.
 CN1731
 CN1731;                    North         East    Units  Estimated Accuracy
 CN1731;SPC AL W     -   289,410.      646,560.      MT  (+/- 180 meters Scaled)
 CN1731
 CN1731                          SUPERSEDED SURVEY CONTROL
 CN1731
 CN1731  NGVD 29 (??/??/92)  137.266  (m)          450.35   (f) ADJ UNCH    2 0
 CN1731
 CN1731.Superseded values are not recommended for survey control.
 CN1731.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1731.See file dsdata.txt to determine how the superseded data were derived.
 CN1731
 CN1731_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB996079(NAD 83)
 CN1731_MARKER: DB = BENCH MARK DISK
 CN1731_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1731_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1731_STAMPING: C 324 1950
 CN1731_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1731+STABILITY: SURFACE MOTION
 CN1731
 CN1731  HISTORY     - Date     Condition        Report By
 CN1731  HISTORY     - 1950     MONUMENTED       CGS
 CN1731  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1731
 CN1731                          STATION DESCRIPTION
 CN1731
 CN1731'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1731'8.1 MI N FROM SUMMERFIELD.
 CN1731'ABOUT 8.1 MILES NORTHEAST AND NORTH ALONG GRAVEL ROADS FROM THE SCHOOL
 CN1731'YARD AT SUMMERFIELD, ABOUT 1.6 MILES NORTHWEST OF THE ENTRANCE TO
 CN1731'VALLEY CREEK STATE PARK AND YMCA CAMP GRIST, ABOUT 0.25 MILE NORTHEAST
 CN1731'OF THE TOP OF A GRADE, AT THE BOTTOM OF GRADES, 42 FEET SOUTHEAST OF
 CN1731'THE CENTER LINE OF THE ROAD, 54.5 FEET SOUTHEAST AND ACROSS THE ROAD
 CN1731'FROM A POWER POLE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 CN1731'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1731'PROJECTING 3 INCHES.
 CN1731
 CN1731                          STATION RECOVERY (1984)
 CN1731
 CN1731'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1731'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1691 ***********************************************************************
 CN1691  DESIGNATION -  C 325
 CN1691  PID         -  CN1691
 CN1691  STATE/COUNTY-  AL/PERRY
 CN1691  USGS QUAD   -  BUCK CREEK (1987)
 CN1691
 CN1691                         *CURRENT SURVEY CONTROL
 CN1691  ___________________________________________________________________
 CN1691* NAD 83(1986)-  32 41 27.     (N)    087 06 23.     (W)     SCALED    
 CN1691* NAVD 88     -       116.477  (meters)     382.14   (feet)  ADJUSTED  
 CN1691  ___________________________________________________________________
 CN1691  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CN1691  DYNAMIC HT  -         116.342 (meters)     381.70  (feet)  COMP
 CN1691  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 CN1691
 CN1691  VERT ORDER  -  SECOND    CLASS 0
 CN1691
 CN1691.The horizontal coordinates were scaled from a topographic map and have
 CN1691.an estimated accuracy of +/- 6 seconds.
 CN1691
 CN1691.The orthometric height was determined by differential leveling
 CN1691.and adjusted by the National Geodetic Survey in June 1991..
 CN1691
 CN1691.The geoid height was determined by GEOID03.
 CN1691
 CN1691.The dynamic height is computed by dividing the NAVD 88
 CN1691.geopotential number by the normal gravity value computed on the
 CN1691.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1691.degrees latitude (g = 980.6199 gals.).
 CN1691
 CN1691.The modeled gravity was interpolated from observed gravity values.
 CN1691
 CN1691;                    North         East    Units  Estimated Accuracy
 CN1691;SPC AL W     -   298,400.      636,910.      MT  (+/- 180 meters Scaled)
 CN1691
 CN1691                          SUPERSEDED SURVEY CONTROL
 CN1691
 CN1691  NGVD 29 (??/??/92)  116.441  (m)          382.02   (f) ADJ UNCH    2 0
 CN1691
 CN1691.Superseded values are not recommended for survey control.
 CN1691.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1691.See file dsdata.txt to determine how the superseded data were derived.
 CN1691
 CN1691_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB900170(NAD 83)
 CN1691_MARKER: DB = BENCH MARK DISK
 CN1691_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1691_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1691_STAMPING: C 325 1950
 CN1691_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1691+STABILITY: SURFACE MOTION
 CN1691
 CN1691  HISTORY     - Date     Condition        Report By
 CN1691  HISTORY     - 1950     MONUMENTED       CGS
 CN1691
 CN1691                          STATION DESCRIPTION
 CN1691
 CN1691'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1691'2.6 MI NE FROM OSBORN.
 CN1691'ABOUT 2.6 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD FROM THE OSBORN
 CN1691'STORE AT OSBORN, ABOUT 1.75 MILES EAST OF THE OAK GROVE JUNIOR HIGH
 CN1691'SCHOOL NO. 26, AT THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS
 CN1691'WEST AND NORTH, ABOUT 0.15 MILE SOUTH OF THE JUNCTION OF A GRAVEL ROAD
 CN1691'EAST, AT THE JUNCTION OF A DIRT ROAD LEADING SOUTH, 11 FEET EAST OF
 CN1691'THE CENTER LINE OF THE DIRT ROAD SOUTH 50 FEET SOUTHEAST OF THE CENTER
 CN1691'LINE OF THE GRAVEL ROAD, 35 FEET SOUTHEAST OF A 4-INCH CEDAR TREE WITH
 CN1691'MAIL BOX, 87.5 FEET SOUTHWEST OF A POWER POLE, 2 FEET SOUTH OF A WHITE
 CN1691'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN1691'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1261 ***********************************************************************
 BU1261  DESIGNATION -  C 326
 BU1261  PID         -  BU1261
 BU1261  STATE/COUNTY-  AL/WILCOX
 BU1261  USGS QUAD   -  LOWER PEACH TREE (1973)
 BU1261
 BU1261                         *CURRENT SURVEY CONTROL
 BU1261  ___________________________________________________________________
 BU1261* NAD 83(1986)-  31 51 55.     (N)    087 30 13.     (W)     SCALED    
 BU1261* NAVD 88     -        23.351  (meters)      76.61   (feet)  ADJUSTED  
 BU1261  ___________________________________________________________________
 BU1261  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BU1261  DYNAMIC HT  -          23.324 (meters)      76.52  (feet)  COMP
 BU1261  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 BU1261
 BU1261  VERT ORDER  -  SECOND    CLASS 0
 BU1261
 BU1261.The horizontal coordinates were scaled from a topographic map and have
 BU1261.an estimated accuracy of +/- 6 seconds.
 BU1261
 BU1261.The orthometric height was determined by differential leveling
 BU1261.and adjusted by the National Geodetic Survey in June 1991..
 BU1261
 BU1261.The geoid height was determined by GEOID03.
 BU1261
 BU1261.The dynamic height is computed by dividing the NAVD 88
 BU1261.geopotential number by the normal gravity value computed on the
 BU1261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1261.degrees latitude (g = 980.6199 gals.).
 BU1261
 BU1261.The modeled gravity was interpolated from observed gravity values.
 BU1261
 BU1261;                    North         East    Units  Estimated Accuracy
 BU1261;SPC AL W     -   206,790.      599,660.      MT  (+/- 180 meters Scaled)
 BU1261
 BU1261                          SUPERSEDED SURVEY CONTROL
 BU1261
 BU1261  NGVD 29 (??/??/92)   23.320  (m)           76.51   (f) ADJ UNCH    2 0
 BU1261
 BU1261.Superseded values are not recommended for survey control.
 BU1261.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1261.See file dsdata.txt to determine how the superseded data were derived.
 BU1261
 BU1261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA523256(NAD 83)
 BU1261_MARKER: DB = BENCH MARK DISK
 BU1261_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1261_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1261_STAMPING: C 326 1950
 BU1261_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1261+STABILITY: SURFACE MOTION
 BU1261
 BU1261  HISTORY     - Date     Condition        Report By
 BU1261  HISTORY     - 1950     MONUMENTED       CGS
 BU1261
 BU1261                          STATION DESCRIPTION
 BU1261
 BU1261'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1261'3.4 MI SW FROM COY.
 BU1261'ABOUT 3.4 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO LOWER PEACH
 BU1261'TREE FERRY LANDING FROM THE POST OFFICE AT COY, AT THE JUNCTION OF A
 BU1261'ROAD SOUTHEAST, 42 FEET NORTH AND ACROSS A FARM ROAD NORTHWEST FROM A
 BU1261'POWER LINE JUNCTION POLE, 36 FEET NORTHWEST OF THE CENTER LINE OF THE
 BU1261'JUNCTION, 33 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE ROAD, 27
 BU1261'FEET NORTHEAST OF THE CENTER LINE OF THE FARM ROAD NORTHWEST, 13 FEET
 BU1261'NORTHWEST OF A FENCE CORNER, 1 1/2 FEET SOUTHWEST OF A FENCE LINE AT
 BU1261'SOUTHWEST END OF A GARDEN, 1 1/2 FEET SOUTH OF A  WHITE WOODEN WITNESS
 BU1261'POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU1261'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1286 ***********************************************************************
 BU1286  DESIGNATION -  C 327
 BU1286  PID         -  BU1286
 BU1286  STATE/COUNTY-  AL/WILCOX
 BU1286  USGS QUAD   -  COY (1973)
 BU1286
 BU1286                         *CURRENT SURVEY CONTROL
 BU1286  ___________________________________________________________________
 BU1286* NAD 83(1986)-  31 56 00.     (N)    087 29 46.     (W)     SCALED    
 BU1286* NAVD 88     -        20.245  (meters)      66.42   (feet)  ADJUSTED  
 BU1286  ___________________________________________________________________
 BU1286  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BU1286  DYNAMIC HT  -          20.221 (meters)      66.34  (feet)  COMP
 BU1286  MODELED GRAV-     979,458.9   (mgal)                       NAVD 88
 BU1286
 BU1286  VERT ORDER  -  SECOND    CLASS 0
 BU1286
 BU1286.The horizontal coordinates were scaled from a topographic map and have
 BU1286.an estimated accuracy of +/- 6 seconds.
 BU1286
 BU1286.The orthometric height was determined by differential leveling
 BU1286.and adjusted by the National Geodetic Survey in June 1991..
 BU1286
 BU1286.The geoid height was determined by GEOID03.
 BU1286
 BU1286.The dynamic height is computed by dividing the NAVD 88
 BU1286.geopotential number by the normal gravity value computed on the
 BU1286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1286.degrees latitude (g = 980.6199 gals.).
 BU1286
 BU1286.The modeled gravity was interpolated from observed gravity values.
 BU1286
 BU1286;                    North         East    Units  Estimated Accuracy
 BU1286;SPC AL W     -   214,330.      600,370.      MT  (+/- 180 meters Scaled)
 BU1286
 BU1286                          SUPERSEDED SURVEY CONTROL
 BU1286
 BU1286  NGVD 29 (??/??/92)   20.209  (m)           66.30   (f) ADJ UNCH    2 0
 BU1286
 BU1286.Superseded values are not recommended for survey control.
 BU1286.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1286.See file dsdata.txt to determine how the superseded data were derived.
 BU1286
 BU1286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA531331(NAD 83)
 BU1286_MARKER: DB = BENCH MARK DISK
 BU1286_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1286_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1286_STAMPING: C 327 1950
 BU1286_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1286+STABILITY: SURFACE MOTION
 BU1286
 BU1286  HISTORY     - Date     Condition        Report By
 BU1286  HISTORY     - 1950     MONUMENTED       CGS
 BU1286
 BU1286                          STATION DESCRIPTION
 BU1286
 BU1286'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1286'2.45 MI SE FROM YELLOW BLUFF.
 BU1286'ABOUT 2.45 MILES SOUTHEAST ALONG THE ST. LOUIS, AND SAN FRANCISCO
 BU1286'RAILWAY FROM THE STATION AT YELLOW BLUFF, ABOUT 3.65 MILES NORTHWEST
 BU1286'OF THE POST OFFICE AT COY, ABOUT 0.1 MILE NORTHWEST OF MILE POLE NO.
 BU1286'783, IN A PASTURE AT THE FOOT OF A SLOPE DECENDING SOUTHWEST, 122 FEET
 BU1286'NORTHEAST OF THE NORTHEAST 100 FEET NORTHEAST OF POLE NO. 782.27, 67
 BU1286'FEET WEST AND ACROSS A ROAD FROM A TRIANGULAR BLAZED 16-INCH PINE
 BU1286'TREE, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 30 FEET SOUTH
 BU1286'OF A TRIANGULAR BLAZED 8-INCH PINE TREE, 1 1/2 FEET SOUTHWEST OF A
 BU1286'WHITE WOODEN WITNESS POST, ABOUT 8 FEET BELOW THE TRACK AND SET IN THE
 BU1286'TOP OF A CONCRETE POST PROJECTING 5 INCHES. NOTE-- MARK IS ABOUT 0.15
 BU1286'MILE NORTHWEST OF THE NORTHWEST END OF A RAILWAY BRIDGE OVER THE
 BU1286'ALABAMA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1942 ***********************************************************************
 CN1942  DESIGNATION -  C 328
 CN1942  PID         -  CN1942
 CN1942  STATE/COUNTY-  AL/WILCOX
 CN1942  USGS QUAD   -  CATHERINE (1974)
 CN1942
 CN1942                         *CURRENT SURVEY CONTROL
 CN1942  ___________________________________________________________________
 CN1942* NAD 83(1986)-  32 08 03.     (N)    087 29 33.     (W)     SCALED    
 CN1942* NAVD 88     -        48.793  (meters)     160.08   (feet)  ADJUSTED  
 CN1942  ___________________________________________________________________
 CN1942  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CN1942  DYNAMIC HT  -          48.736 (meters)     159.89  (feet)  COMP
 CN1942  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 CN1942
 CN1942  VERT ORDER  -  SECOND    CLASS 0
 CN1942
 CN1942.The horizontal coordinates were scaled from a topographic map and have
 CN1942.an estimated accuracy of +/- 6 seconds.
 CN1942
 CN1942.The orthometric height was determined by differential leveling
 CN1942.and adjusted by the National Geodetic Survey in June 1991..
 CN1942
 CN1942.The geoid height was determined by GEOID03.
 CN1942
 CN1942.The dynamic height is computed by dividing the NAVD 88
 CN1942.geopotential number by the normal gravity value computed on the
 CN1942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1942.degrees latitude (g = 980.6199 gals.).
 CN1942
 CN1942.The modeled gravity was interpolated from observed gravity values.
 CN1942
 CN1942;                    North         East    Units  Estimated Accuracy
 CN1942;SPC AL W     -   236,600.      600,710.      MT  (+/- 180 meters Scaled)
 CN1942
 CN1942                          SUPERSEDED SURVEY CONTROL
 CN1942
 CN1942  NGVD 29 (??/??/92)   48.756  (m)          159.96   (f) ADJ UNCH    2 0
 CN1942
 CN1942.Superseded values are not recommended for survey control.
 CN1942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1942.See file dsdata.txt to determine how the superseded data were derived.
 CN1942
 CN1942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA535554(NAD 83)
 CN1942_MARKER: DB = BENCH MARK DISK
 CN1942_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1942_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1942_STAMPING: C 328 1950
 CN1942_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1942+STABILITY: SURFACE MOTION
 CN1942
 CN1942  HISTORY     - Date     Condition        Report By
 CN1942  HISTORY     - 1950     MONUMENTED       CGS
 CN1942  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN1942
 CN1942                          STATION DESCRIPTION
 CN1942
 CN1942'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1942'4.9 MI S FROM CATHERINE.
 CN1942'ABOUT 2.95 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 CN1942'AT CATHERINE, THENCE ABOUT 1.95 MILES SOUTHEAST ALONG A DIRT ROAD, AT
 CN1942'THE JUNCTION OF A DIM ROAD SOUTH, 30 FEET SOUTHWEST OF THE CENTER OF
 CN1942'THE JUNCTION, 22 1/2 FEET WEST OF THE CENTER LINE OF THE DIM ROAD
 CN1942'SOUTH, 44 FEET WEST-SOUTHWEST AND ACROSS DIRT ROAD FROM A FENCE
 CN1942'CORNER, 15 1/2 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 22-INCH OAK
 CN1942'TREE, 14 FEET NORTH OF A 26-INCH PINE TREE, 1 1/2 FEET SOUTHWEST OF A
 CN1942'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF
 CN1942'A CONCRETE POST PROJECTING 4 INCHES.
 CN1942
 CN1942                          STATION RECOVERY (1974)
 CN1942
 CN1942'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN1942'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1257 ***********************************************************************
 BU1257  DESIGNATION -  C 329
 BU1257  PID         -  BU1257
 BU1257  STATE/COUNTY-  AL/WILCOX
 BU1257  USGS QUAD   -  COY (1973)
 BU1257
 BU1257                         *CURRENT SURVEY CONTROL
 BU1257  ___________________________________________________________________
 BU1257* NAD 83(1986)-  31 54 03.     (N)    087 25 28.     (W)     SCALED    
 BU1257* NAVD 88     -        50.310  (meters)     165.06   (feet)  ADJUSTED  
 BU1257  ___________________________________________________________________
 BU1257  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU1257  DYNAMIC HT  -          50.250 (meters)     164.86  (feet)  COMP
 BU1257  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 BU1257
 BU1257  VERT ORDER  -  SECOND    CLASS 0
 BU1257
 BU1257.The horizontal coordinates were scaled from a topographic map and have
 BU1257.an estimated accuracy of +/- 6 seconds.
 BU1257
 BU1257.The orthometric height was determined by differential leveling
 BU1257.and adjusted by the National Geodetic Survey in June 1991..
 BU1257
 BU1257.The geoid height was determined by GEOID03.
 BU1257
 BU1257.The dynamic height is computed by dividing the NAVD 88
 BU1257.geopotential number by the normal gravity value computed on the
 BU1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1257.degrees latitude (g = 980.6199 gals.).
 BU1257
 BU1257.The modeled gravity was interpolated from observed gravity values.
 BU1257
 BU1257;                    North         East    Units  Estimated Accuracy
 BU1257;SPC AL W     -   210,730.      607,150.      MT  (+/- 180 meters Scaled)
 BU1257
 BU1257                          SUPERSEDED SURVEY CONTROL
 BU1257
 BU1257  NGVD 29 (??/??/92)   50.275  (m)          164.94   (f) ADJ UNCH    2 0
 BU1257
 BU1257.Superseded values are not recommended for survey control.
 BU1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1257.See file dsdata.txt to determine how the superseded data were derived.
 BU1257
 BU1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA598295(NAD 83)
 BU1257_MARKER: DB = BENCH MARK DISK
 BU1257_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1257_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1257_STAMPING: C 329 1950
 BU1257_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1257+STABILITY: SURFACE MOTION
 BU1257
 BU1257  HISTORY     - Date     Condition        Report By
 BU1257  HISTORY     - 1950     MONUMENTED       CGS
 BU1257  HISTORY     - 1980     GOOD             LOCSUR
 BU1257
 BU1257                          STATION DESCRIPTION
 BU1257
 BU1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1257'2.75 MI E FROM COY.
 BU1257'ABOUT 2.75 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD FROM THE POST
 BU1257'OFFICE AT COY, ABOUT 0.85 MILE WEST OF COY PUBLIC SCHOOL, AT A TENANT
 BU1257'HOUSE OWNED BY C.R. TATE, AT A CURVE IN THE ROAD WITH TANGENTS
 BU1257'EXTENDING EAST AND WEST-NORTHWEST, 68 FEET SOUTH-SOUTHEAST OF THE
 BU1257'SOUTHWEST END OF A 16-INCH CONCRETE PIPE CULVERT UNDER ROAD, 58 FEET
 BU1257'SOUTH OF THE CENTER LINE OF THE ROAD, 51 FEET WEST OF A 48-INCH OAK
 BU1257'TREE, 40 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 1
 BU1257'1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET ABOVE
 BU1257'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BU1257
 BU1257                          STATION RECOVERY (1980)
 BU1257
 BU1257'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 BU1257'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1270 ***********************************************************************
 CM1270  DESIGNATION -  C 33
 CM1270  PID         -  CM1270
 CM1270  STATE/COUNTY-  AL/TALLAPOOSA
 CM1270  USGS QUAD   -  PONDERS (1971)
 CM1270
 CM1270                         *CURRENT SURVEY CONTROL
 CM1270  ___________________________________________________________________
 CM1270* NAD 83(1986)-  32 39 05.     (N)    085 48 04.     (W)     SCALED    
 CM1270* NAVD 88     -       161.055  (meters)     528.39   (feet)  ADJUSTED  
 CM1270  ___________________________________________________________________
 CM1270  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CM1270  DYNAMIC HT  -         160.866 (meters)     527.77  (feet)  COMP
 CM1270  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 CM1270
 CM1270  VERT ORDER  -  SECOND    CLASS 0
 CM1270
 CM1270.The horizontal coordinates were scaled from a topographic map and have
 CM1270.an estimated accuracy of +/- 6 seconds.
 CM1270
 CM1270.The orthometric height was determined by differential leveling
 CM1270.and adjusted by the National Geodetic Survey in June 1991..
 CM1270
 CM1270.The geoid height was determined by GEOID03.
 CM1270
 CM1270.The dynamic height is computed by dividing the NAVD 88
 CM1270.geopotential number by the normal gravity value computed on the
 CM1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1270.degrees latitude (g = 980.6199 gals.).
 CM1270
 CM1270.The modeled gravity was interpolated from observed gravity values.
 CM1270
 CM1270;                    North         East    Units  Estimated Accuracy
 CM1270;SPC AL E     -   238,540.      203,020.      MT  (+/- 180 meters Scaled)
 CM1270
 CM1270                          SUPERSEDED SURVEY CONTROL
 CM1270
 CM1270  NGVD 29 (??/??/92)  161.039  (m)          528.34   (f) ADJ UNCH    2 0
 CM1270
 CM1270.Superseded values are not recommended for survey control.
 CM1270.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1270.See file dsdata.txt to determine how the superseded data were derived.
 CM1270
 CM1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB124132(NAD 83)
 CM1270_MARKER: DB = BENCH MARK DISK
 CM1270_SETTING: 0 = UNSPECIFIED SETTING
 CM1270_STAMPING: C 33 1934
 CM1270_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1270
 CM1270  HISTORY     - Date     Condition        Report By
 CM1270  HISTORY     - 1934     MONUMENTED       CGS
 CM1270
 CM1270                          STATION DESCRIPTION
 CM1270
 CM1270'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1270'13.6 MI S FROM DADEVILLE.
 CM1270'ALONG STATE HIGHWAY NO. 49, ABOUT 6.6 MILES NORTH OF THE JUNCTION
 CM1270'OF STATE HIGHWAYS NO. 49 AND 14.  64 FEET SOUTHWEST OF CONCRETE
 CM1270'RIGHT OF WAY MARKER NO. 559 PLUS 97.4.  52 YARDS NORTH EAST OF
 CM1270'HOUSE OWNED BY LEE HICKS.  10 FEET NORTHEAST OF WEST CORNER OF
 CM1270'FIELD FENCE.  40 FEET NORTHWEST OF CENTERLINE OF ROAD AT
 CM1270'INTERSECTION OF HIGHWAY AND CO. LANE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1209 ***********************************************************************
 BU1209  DESIGNATION -  C 330
 BU1209  PID         -  BU1209
 BU1209  STATE/COUNTY-  AL/MONROE
 BU1209  USGS QUAD   -  VREDENBURGH (1986)
 BU1209
 BU1209                         *CURRENT SURVEY CONTROL
 BU1209  ___________________________________________________________________
 BU1209* NAD 83(1986)-  31 49 26.     (N)    087 21 52.     (W)     SCALED    
 BU1209* NAVD 88     -        41.112  (meters)     134.88   (feet)  ADJUSTED  
 BU1209  ___________________________________________________________________
 BU1209  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU1209  DYNAMIC HT  -          41.063 (meters)     134.72  (feet)  COMP
 BU1209  MODELED GRAV-     979,451.1   (mgal)                       NAVD 88
 BU1209
 BU1209  VERT ORDER  -  SECOND    CLASS 0
 BU1209
 BU1209.The horizontal coordinates were scaled from a topographic map and have
 BU1209.an estimated accuracy of +/- 6 seconds.
 BU1209
 BU1209.The orthometric height was determined by differential leveling
 BU1209.and adjusted by the National Geodetic Survey in June 1991..
 BU1209
 BU1209.The geoid height was determined by GEOID03.
 BU1209
 BU1209.The dynamic height is computed by dividing the NAVD 88
 BU1209.geopotential number by the normal gravity value computed on the
 BU1209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1209.degrees latitude (g = 980.6199 gals.).
 BU1209
 BU1209.The modeled gravity was interpolated from observed gravity values.
 BU1209
 BU1209;                    North         East    Units  Estimated Accuracy
 BU1209;SPC AL W     -   202,210.      612,830.      MT  (+/- 180 meters Scaled)
 BU1209
 BU1209                          SUPERSEDED SURVEY CONTROL
 BU1209
 BU1209  NGVD 29 (??/??/92)   41.094  (m)          134.82   (f) ADJ UNCH    2 0
 BU1209
 BU1209.Superseded values are not recommended for survey control.
 BU1209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1209.See file dsdata.txt to determine how the superseded data were derived.
 BU1209
 BU1209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA655209(NAD 83)
 BU1209_MARKER: DB = BENCH MARK DISK
 BU1209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1209_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1209_STAMPING: C 330 1950
 BU1209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1209+STABILITY: SURFACE MOTION
 BU1209
 BU1209  HISTORY     - Date     Condition        Report By
 BU1209  HISTORY     - 1950     MONUMENTED       CGS
 BU1209
 BU1209                          STATION DESCRIPTION
 BU1209
 BU1209'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1209'0.95 MI E FROM HYBART.
 BU1209'ABOUT 0.95 MILE EAST ALONG A GRAVEL ROAD FROM THE ST. LOUIS-SAN
 BU1209'FRANCISCO RAILWAY STATION AT HYBART, ABOUT 0.55 MILE EAST OF THE
 BU1209'JUNCTION OF A ROAD NORTHEAST, ABOUT 200 FEET SOUTHEAST OF A FARM
 BU1209'HOUSE, 126 FEET NORTHWEST OF THE 1ST POWER POLE SOUTHEAST OF A POLE
 BU1209'WITH TRANSFORMER AND BRANCH LINE TO HOUSE, 45 FEET NORTHEAST OF THE
 BU1209'CENTER LINE OF THE ROAD, 42.8 FEET EAST AND ACROSS A DIM FARM ROAD
 BU1209'NORTH FROM A TRIANGULAR BLAZED 10-INCH ELM TREE, 16 1/2 FEET SOUTHEAST
 BU1209'OF THE CENTER LINE OF THE DIM FARM ROAD, 1 1/2 FEET SOUTHWEST OF A
 BU1209'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF
 BU1209'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1481 ***********************************************************************
 CN1481  DESIGNATION -  C 331
 CN1481  PID         -  CN1481
 CN1481  STATE/COUNTY-  AL/CHILTON
 CN1481  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1481
 CN1481                         *CURRENT SURVEY CONTROL
 CN1481  ___________________________________________________________________
 CN1481* NAD 83(1986)-  32 47 11.     (N)    086 54 07.     (W)     SCALED    
 CN1481* NAVD 88     -       167.731  (meters)     550.30   (feet)  ADJUSTED  
 CN1481  ___________________________________________________________________
 CN1481  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 CN1481  DYNAMIC HT  -         167.540 (meters)     549.67  (feet)  COMP
 CN1481  MODELED GRAV-     979,494.0   (mgal)                       NAVD 88
 CN1481
 CN1481  VERT ORDER  -  SECOND    CLASS 0
 CN1481
 CN1481.The horizontal coordinates were scaled from a topographic map and have
 CN1481.an estimated accuracy of +/- 6 seconds.
 CN1481
 CN1481.The orthometric height was determined by differential leveling
 CN1481.and adjusted by the National Geodetic Survey in June 1991..
 CN1481
 CN1481.The geoid height was determined by GEOID03.
 CN1481
 CN1481.The dynamic height is computed by dividing the NAVD 88
 CN1481.geopotential number by the normal gravity value computed on the
 CN1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1481.degrees latitude (g = 980.6199 gals.).
 CN1481
 CN1481.The modeled gravity was interpolated from observed gravity values.
 CN1481
 CN1481;                    North         East    Units  Estimated Accuracy
 CN1481;SPC AL W     -   309,080.      656,020.      MT  (+/- 180 meters Scaled)
 CN1481
 CN1481                          SUPERSEDED SURVEY CONTROL
 CN1481
 CN1481  NGVD 29 (??/??/92)  167.702  (m)          550.20   (f) ADJ UNCH    2 0
 CN1481
 CN1481.Superseded values are not recommended for survey control.
 CN1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1481.See file dsdata.txt to determine how the superseded data were derived.
 CN1481
 CN1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB091276(NAD 83)
 CN1481_MARKER: DB = BENCH MARK DISK
 CN1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1481_STAMPING: C 331 1950
 CN1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1481+STABILITY: SURFACE MOTION
 CN1481
 CN1481  HISTORY     - Date     Condition        Report By
 CN1481  HISTORY     - 1950     MONUMENTED       CGS
 CN1481
 CN1481                          STATION DESCRIPTION
 CN1481
 CN1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1481'2.0 MI NW FROM MAPLESVILLE.
 CN1481'ABOUT 2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 82 FROM THE INTERSECTION
 CN1481'OF STATE HIGHWAY 22 AND THE SOUTHERN RAILWAY JUST SOUTH OF
 CN1481'MAPLESVILLE, ABOUT 0.95 MILE NORTHWEST OF THE MAPLESVILLE SCHOOL FOR
 CN1481'COLORED, 164 FEET EAST OF THE CENTER OF THE JUNCTION OF A GRAVEL ROAD
 CN1481'LEADING SOUTH, 108 FEET EAST OF THE CENTER OF THE NORTHEAST END OF A
 CN1481'20-INCH SKEW PIPE CULVERT WITH CONCRETE HEAD WALLS UNDER HIGHWAY, 59
 CN1481'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT SOUTHWEST OF
 CN1481'THE R/W FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 CN1481'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN1481'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1690 ***********************************************************************
 CN1690  DESIGNATION -  C 332
 CN1690  PID         -  CN1690
 CN1690  STATE/COUNTY-  AL/PERRY
 CN1690  USGS QUAD   -  BUCK CREEK (1987)
 CN1690
 CN1690                         *CURRENT SURVEY CONTROL
 CN1690  ___________________________________________________________________
 CN1690* NAD 83(1986)-  32 42 43.     (N)    087 06 46.     (W)     SCALED    
 CN1690* NAVD 88     -        88.566  (meters)     290.57   (feet)  ADJUSTED  
 CN1690  ___________________________________________________________________
 CN1690  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CN1690  DYNAMIC HT  -          88.464 (meters)     290.24  (feet)  COMP
 CN1690  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CN1690
 CN1690  VERT ORDER  -  SECOND    CLASS 0
 CN1690
 CN1690.The horizontal coordinates were scaled from a topographic map and have
 CN1690.an estimated accuracy of +/- 6 seconds.
 CN1690
 CN1690.The orthometric height was determined by differential leveling
 CN1690.and adjusted by the National Geodetic Survey in June 1991..
 CN1690
 CN1690.The geoid height was determined by GEOID03.
 CN1690
 CN1690.The dynamic height is computed by dividing the NAVD 88
 CN1690.geopotential number by the normal gravity value computed on the
 CN1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1690.degrees latitude (g = 980.6199 gals.).
 CN1690
 CN1690.The modeled gravity was interpolated from observed gravity values.
 CN1690
 CN1690;                    North         East    Units  Estimated Accuracy
 CN1690;SPC AL W     -   300,740.      636,300.      MT  (+/- 180 meters Scaled)
 CN1690
 CN1690                          SUPERSEDED SURVEY CONTROL
 CN1690
 CN1690  NGVD 29 (??/??/92)   88.533  (m)          290.46   (f) ADJ UNCH    2 0
 CN1690
 CN1690.Superseded values are not recommended for survey control.
 CN1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1690.See file dsdata.txt to determine how the superseded data were derived.
 CN1690
 CN1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB894193(NAD 83)
 CN1690_MARKER: DB = BENCH MARK DISK
 CN1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1690_STAMPING: C 332 1950
 CN1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1690+STABILITY: SURFACE MOTION
 CN1690
 CN1690  HISTORY     - Date     Condition        Report By
 CN1690  HISTORY     - 1950     MONUMENTED       CGS
 CN1690
 CN1690                          STATION DESCRIPTION
 CN1690
 CN1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1690'4.15 MI NE FROM OSBORN.
 CN1690'ABOUT 2.6 MILES NORTHEAST ALONG A GRAVEL ROAD FROM OSBORN STORE AT
 CN1690'OSBORN, THENCE ABOUT 1.55 MILES NORTH ALONG A GRAVEL ROAD, 46 FEET
 CN1690'SOUTHEAST OF THE TOP OF A GRADE, 23 FEET EAST OF THE CENTER LINE OF
 CN1690'THE ROAD, 43 FEET EAST AND ACROSS THE ROAD FROM A 20-INCH BLACK WALNUT
 CN1690'TREE, 22 FEET SOUTHEAST OF A 12-INCH BLACK WALNUT TREE WITH MAIL BOX,
 CN1690'2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 CN1690'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1707 ***********************************************************************
 CN1707  DESIGNATION -  C 333
 CN1707  PID         -  CN1707
 CN1707  STATE/COUNTY-  AL/BIBB
 CN1707  USGS QUAD   -  CENTREVILLE EAST (1983)
 CN1707
 CN1707                         *CURRENT SURVEY CONTROL
 CN1707  ___________________________________________________________________
 CN1707* NAD 83(1986)-  32 53 47.     (N)    087 07 28.     (W)     SCALED    
 CN1707* NAVD 88     -        65.723  (meters)     215.63   (feet)  ADJUSTED  
 CN1707  ___________________________________________________________________
 CN1707  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CN1707  DYNAMIC HT  -          65.649 (meters)     215.38  (feet)  COMP
 CN1707  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 CN1707
 CN1707  VERT ORDER  -  SECOND    CLASS 0
 CN1707
 CN1707.The horizontal coordinates were scaled from a topographic map and have
 CN1707.an estimated accuracy of +/- 6 seconds.
 CN1707
 CN1707.The orthometric height was determined by differential leveling
 CN1707.and adjusted by the National Geodetic Survey in June 1991..
 CN1707
 CN1707.The geoid height was determined by GEOID03.
 CN1707
 CN1707.The dynamic height is computed by dividing the NAVD 88
 CN1707.geopotential number by the normal gravity value computed on the
 CN1707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1707.degrees latitude (g = 980.6199 gals.).
 CN1707
 CN1707.The modeled gravity was interpolated from observed gravity values.
 CN1707
 CN1707;                    North         East    Units  Estimated Accuracy
 CN1707;SPC AL W     -   321,190.      635,140.      MT  (+/- 180 meters Scaled)
 CN1707
 CN1707                          SUPERSEDED SURVEY CONTROL
 CN1707
 CN1707  NGVD 29 (??/??/92)   65.701  (m)          215.55   (f) ADJ UNCH    2 0
 CN1707
 CN1707.Superseded values are not recommended for survey control.
 CN1707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1707.See file dsdata.txt to determine how the superseded data were derived.
 CN1707
 CN1707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB883398(NAD 83)
 CN1707_MARKER: DB = BENCH MARK DISK
 CN1707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1707_STAMPING: C 333 1950
 CN1707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1707+STABILITY: SURFACE MOTION
 CN1707
 CN1707  HISTORY     - Date     Condition        Report By
 CN1707  HISTORY     - 1950     MONUMENTED       CGS
 CN1707
 CN1707                          STATION DESCRIPTION
 CN1707
 CN1707'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1707'3.9 MI S FROM CENTREVILLE.
 CN1707'ABOUT 3.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 CN1707'CENTREVILLE, ABOUT 0.2 MILE SOUTH OF A BRIDGE OVER GULLY CREEK, AT THE
 CN1707'JUNCTION OF A ROAD SOUTHEAST TO CAFFEE SCHOOL, 19 FEET NORTHEAST OF
 CN1707'THE CENTER LINE OF THE ROAD SOUTHEAST, 94 FEET EAST OF THE CENTER LINE
 CN1707'OF THE MAIN ROAD, 1 FOOT SOUTHWEST OF A WIRE FENCE, 8.5 FEET SOUTHEAST
 CN1707'OF A 24-INCH PIN OAK TREE IN FENCE LINE, 131 FEET SOUTHEAST OF THE
 CN1707'CENTER OF THE ROAD JUNCTION, 2 FEET NORTHWEST OF A WHITE WOODEN
 CN1707'WITNESS POST, ABOUT LEVEL WITH THE ROAD SOUTHEAST AND SET IN THE TOP
 CN1707'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1682 ***********************************************************************
 CN1682  DESIGNATION -  C 334
 CN1682  PID         -  CN1682
 CN1682  STATE/COUNTY-  AL/PERRY
 CN1682  USGS QUAD   -  HARRISBURG (1983)
 CN1682
 CN1682                         *CURRENT SURVEY CONTROL
 CN1682  ___________________________________________________________________
 CN1682* NAD 83(1986)-  32 46 29.     (N)    087 11 46.     (W)     SCALED    
 CN1682* NAVD 88     -       107.554  (meters)     352.87   (feet)  ADJUSTED  
 CN1682  ___________________________________________________________________
 CN1682  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CN1682  DYNAMIC HT  -         107.431 (meters)     352.46  (feet)  COMP
 CN1682  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CN1682
 CN1682  VERT ORDER  -  SECOND    CLASS 0
 CN1682
 CN1682.The horizontal coordinates were scaled from a topographic map and have
 CN1682.an estimated accuracy of +/- 6 seconds.
 CN1682
 CN1682.The orthometric height was determined by differential leveling
 CN1682.and adjusted by the National Geodetic Survey in June 1991..
 CN1682
 CN1682.The geoid height was determined by GEOID03.
 CN1682
 CN1682.The dynamic height is computed by dividing the NAVD 88
 CN1682.geopotential number by the normal gravity value computed on the
 CN1682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1682.degrees latitude (g = 980.6199 gals.).
 CN1682
 CN1682.The modeled gravity was interpolated from observed gravity values.
 CN1682
 CN1682;                    North         East    Units  Estimated Accuracy
 CN1682;SPC AL W     -   307,670.      628,470.      MT  (+/- 180 meters Scaled)
 CN1682
 CN1682                          SUPERSEDED SURVEY CONTROL
 CN1682
 CN1682  NGVD 29 (??/??/92)  107.523  (m)          352.76   (f) ADJ UNCH    2 0
 CN1682
 CN1682.Superseded values are not recommended for survey control.
 CN1682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1682.See file dsdata.txt to determine how the superseded data were derived.
 CN1682
 CN1682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB816263(NAD 83)
 CN1682_MARKER: DB = BENCH MARK DISK
 CN1682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1682_STAMPING: C 334 1950
 CN1682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1682+STABILITY: SURFACE MOTION
 CN1682
 CN1682  HISTORY     - Date     Condition        Report By
 CN1682  HISTORY     - 1950     MONUMENTED       CGS
 CN1682  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN1682
 CN1682                          STATION DESCRIPTION
 CN1682
 CN1682'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1682'5.8 MI E FROM HEIBERGER.
 CN1682'ABOUT 3.55 MILES NORTHEAST ALONG GRAVEL ROADS LEADING TO PAYNES CHAPEL
 CN1682'FROM THE INTERSECTION OF STATE HIGHWAY 5 AT HEIBERGER CHURCH, THENCE
 CN1682'ABOUT 2.25 MILES SOUTHEAST ALONG GRAVEL ROADS, ABOUT 200 FEET WEST OF
 CN1682'THE WEST END OF A DEEP (ABOUT 30 FEET) THRU CUT IN ROAD, 190 FEET WEST
 CN1682'OF THE CENTER OF THE JUNCTION OF A ROAD SOUTH, 36 FEET NORTH OF THE
 CN1682'CENTER LINE OF THE ROAD, 62 FEET WESTTE OF THE NORTH END OF A 20-INCH
 CN1682'CORRUGATED PIPE CULVERT, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 CN1682'ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1682'PROJECTING 3 INCHES.  NOTE-- THE ROAD AND THE CULVERT HAVE BEEN
 CN1682'CHANGED.
 CN1682
 CN1682                          STATION RECOVERY (1975)
 CN1682
 CN1682'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN1682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1893 ***********************************************************************
 CN1893  DESIGNATION -  C 335
 CN1893  PID         -  CN1893
 CN1893  STATE/COUNTY-  AL/DALLAS
 CN1893  USGS QUAD   -  BROWNS (1968)
 CN1893
 CN1893                         *CURRENT SURVEY CONTROL
 CN1893  ___________________________________________________________________
 CN1893* NAD 83(1986)-  32 27 40.     (N)    087 21 55.     (W)     SCALED    
 CN1893* NAVD 88     -        55.846  (meters)     183.22   (feet)  ADJUSTED  
 CN1893  ___________________________________________________________________
 CN1893  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CN1893  DYNAMIC HT  -          55.781 (meters)     183.01  (feet)  COMP
 CN1893  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 CN1893
 CN1893  VERT ORDER  -  SECOND    CLASS 0
 CN1893
 CN1893.The horizontal coordinates were scaled from a topographic map and have
 CN1893.an estimated accuracy of +/- 6 seconds.
 CN1893
 CN1893.The orthometric height was determined by differential leveling
 CN1893.and adjusted by the National Geodetic Survey in June 1991..
 CN1893
 CN1893.The geoid height was determined by GEOID03.
 CN1893
 CN1893.The dynamic height is computed by dividing the NAVD 88
 CN1893.geopotential number by the normal gravity value computed on the
 CN1893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1893.degrees latitude (g = 980.6199 gals.).
 CN1893
 CN1893.The modeled gravity was interpolated from observed gravity values.
 CN1893
 CN1893;                    North         East    Units  Estimated Accuracy
 CN1893;SPC AL W     -   272,860.      612,670.      MT  (+/- 180 meters Scaled)
 CN1893
 CN1893                          SUPERSEDED SURVEY CONTROL
 CN1893
 CN1893  NGVD 29 (??/??/92)   55.799  (m)          183.07   (f) ADJ UNCH    2 0
 CN1893
 CN1893.Superseded values are not recommended for survey control.
 CN1893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1893.See file dsdata.txt to determine how the superseded data were derived.
 CN1893
 CN1893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA656916(NAD 83)
 CN1893_MARKER: DB = BENCH MARK DISK
 CN1893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1893_SP_SET: CULVERT
 CN1893_STAMPING: C 335 1950
 CN1893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1893
 CN1893  HISTORY     - Date     Condition        Report By
 CN1893  HISTORY     - 1950     MONUMENTED       CGS
 CN1893
 CN1893                          STATION DESCRIPTION
 CN1893
 CN1893'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1893'1.6 MI N FROM BROWNS.
 CN1893'ABOUT 1.6 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION OF
 CN1893'U.S. HIGHWAY 80 AT BROWNS, ABOUT 100 YARDS NORTH OF THE CROSSING OF A
 CN1893'POWER TRANSMISSION LINE, ABOUT 1.6 MILES SOUTH OF THE PERRY-DALLAS
 CN1893'COUNTY LINE, 23.5 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND SET
 CN1893'IN THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 5-FOOT CONCRETE
 CN1893'CULVERT, ABOUT 1 FOOT BELOW THE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2052 ***********************************************************************
 CN2052  DESIGNATION -  C 336
 CN2052  PID         -  CN2052
 CN2052  STATE/COUNTY-  AL/WILCOX
 CN2052  USGS QUAD   -  TILDEN (1987)
 CN2052
 CN2052                         *CURRENT SURVEY CONTROL
 CN2052  ___________________________________________________________________
 CN2052* NAD 83(1986)-  32 03 06.     (N)    087 14 46.     (W)     SCALED    
 CN2052* NAVD 88     -        28.256  (meters)      92.70   (feet)  ADJUSTED  
 CN2052  ___________________________________________________________________
 CN2052  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CN2052  DYNAMIC HT  -          28.224 (meters)      92.60  (feet)  COMP
 CN2052  MODELED GRAV-     979,492.9   (mgal)                       NAVD 88
 CN2052
 CN2052  VERT ORDER  -  SECOND    CLASS 0
 CN2052
 CN2052.The horizontal coordinates were scaled from a topographic map and have
 CN2052.an estimated accuracy of +/- 6 seconds.
 CN2052
 CN2052.The orthometric height was determined by differential leveling
 CN2052.and adjusted by the National Geodetic Survey in June 1991..
 CN2052
 CN2052.The geoid height was determined by GEOID03.
 CN2052
 CN2052.The dynamic height is computed by dividing the NAVD 88
 CN2052.geopotential number by the normal gravity value computed on the
 CN2052.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2052.degrees latitude (g = 980.6199 gals.).
 CN2052
 CN2052.The modeled gravity was interpolated from observed gravity values.
 CN2052
 CN2052;                    North         East    Units  Estimated Accuracy
 CN2052;SPC AL W     -   227,480.      623,980.      MT  (+/- 180 meters Scaled)
 CN2052
 CN2052                          SUPERSEDED SURVEY CONTROL
 CN2052
 CN2052  NGVD 29 (??/??/92)   28.220  (m)           92.59   (f) ADJ UNCH    2 0
 CN2052
 CN2052.Superseded values are not recommended for survey control.
 CN2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2052.See file dsdata.txt to determine how the superseded data were derived.
 CN2052
 CN2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA767461(NAD 83)
 CN2052_MARKER: DB = BENCH MARK DISK
 CN2052_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2052_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2052_STAMPING: C 336 1950
 CN2052_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2052+STABILITY: SURFACE MOTION
 CN2052
 CN2052  HISTORY     - Date     Condition        Report By
 CN2052  HISTORY     - 1950     MONUMENTED       CGS
 CN2052  HISTORY     - 1959     GOOD             NGS
 CN2052
 CN2052                          STATION DESCRIPTION
 CN2052
 CN2052'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CN2052'7.4 MI N FROM CAMDEN.
 CN2052'LOCATED ABOUT 4.05 MILES NORTHEAST ALONG STATE HIGHWAY 43 FROM THE
 CN2052'COURT HOUSE IN CAMDEN, THENCE 0.9 MILE WEST ALONG A GRAVELED ROAD,
 CN2052'THENCE 2.45 MILES NORTH ALONG BLACK TOP AND GRAVEL ROAD, 0.55 MILE
 CN2052'SOUTH OF THE ROSEMARY CHURCH AND SCHOOL, 0.4 MILE NORTH OF A 25 FOOT
 CN2052'WOODEN BRIDGE, ON THE OUTSIDE OF A CURVE NEAR THE BOTTOM OF THE SOUTH
 CN2052'SLOPE OF A HILL, 217 FEET NORTH OF THE NORTHWEST CORNER OF A 35 FOOT
 CN2052'WOODEN BRIDGE AND ON THE EXTENDED CENTERLINE OF THE BRIDGE, 27 FEET
 CN2052'WEST OF THE CENTER OF THE ROAD, 14 FEET SOUTHEAST OF A 12-INCH PINE
 CN2052'TREE AND 1 FOOT WEST OF A METAL WITNESS POST BEARING A WHITE SIGN. IT
 CN2052'IS A STANDARD DISK, STAMPED C 336 1950, SET IN THE TOP OF A 12-INCH
 CN2052'ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1746 ***********************************************************************
 BU1746  DESIGNATION -  C 337
 BU1746  PID         -  BU1746
 BU1746  STATE/COUNTY-  AL/CLARKE
 BU1746  USGS QUAD   -  CHANCE (1972)
 BU1746
 BU1746                         *CURRENT SURVEY CONTROL
 BU1746  ___________________________________________________________________
 BU1746* NAD 83(1986)-  31 44 26.     (N)    087 34 42.     (W)     SCALED    
 BU1746* NAVD 88     -       101.486  (meters)     332.96   (feet)  ADJUSTED  
 BU1746  ___________________________________________________________________
 BU1746  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1746  DYNAMIC HT  -         101.363 (meters)     332.56  (feet)  COMP
 BU1746  MODELED GRAV-     979,430.2   (mgal)                       NAVD 88
 BU1746
 BU1746  VERT ORDER  -  SECOND    CLASS 0
 BU1746
 BU1746.The horizontal coordinates were scaled from a topographic map and have
 BU1746.an estimated accuracy of +/- 6 seconds.
 BU1746
 BU1746.The orthometric height was determined by differential leveling
 BU1746.and adjusted by the National Geodetic Survey in June 1991..
 BU1746
 BU1746.The geoid height was determined by GEOID03.
 BU1746
 BU1746.The dynamic height is computed by dividing the NAVD 88
 BU1746.geopotential number by the normal gravity value computed on the
 BU1746.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1746.degrees latitude (g = 980.6199 gals.).
 BU1746
 BU1746.The modeled gravity was interpolated from observed gravity values.
 BU1746
 BU1746;                    North         East    Units  Estimated Accuracy
 BU1746;SPC AL W     -   192,960.      592,580.      MT  (+/- 180 meters Scaled)
 BU1746
 BU1746                          SUPERSEDED SURVEY CONTROL
 BU1746
 BU1746  NGVD 29 (??/??/92)  101.450  (m)          332.84   (f) ADJ UNCH    2 0
 BU1746
 BU1746.Superseded values are not recommended for survey control.
 BU1746.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1746.See file dsdata.txt to determine how the superseded data were derived.
 BU1746
 BU1746_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA452118(NAD 83)
 BU1746_MARKER: DB = BENCH MARK DISK
 BU1746_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1746_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1746_STAMPING: C 337 1950
 BU1746_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1746+STABILITY: SURFACE MOTION
 BU1746
 BU1746  HISTORY     - Date     Condition        Report By
 BU1746  HISTORY     - 1950     MONUMENTED       CGS
 BU1746
 BU1746                          STATION DESCRIPTION
 BU1746
 BU1746'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1746'3.7 MI W FROM CHANCE.
 BU1746'3.7 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT CHANCE,
 BU1746'ABOUT 0.65 MILE EAST OF THE JUNCTION OF ROCKY MOUNT ROAD LEADING
 BU1746'NORTH, ABOUT 0.6 MILE WEST OF A SMALL CEMETERY LOCATED SOUTH OF ROAD,
 BU1746'ABOUT 0.7 MILE WEST OF THE JUNCTION OF DAVIS FERRY ROAD LEADING SOUTH,
 BU1746'AT A BREAK IN GRADE DECENDING WEST, 25 FEET SOUTH OF THE CENTER LINE
 BU1746'OF THE ROAD, 26 FEET SOUTHEAST OF THE CENTER LINE OF A WOODS ROAD
 BU1746'LEADING SOUTHWEST, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 BU1746'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BU1746'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1006 ***********************************************************************
 BU1006  DESIGNATION -  C 338
 BU1006  PID         -  BU1006
 BU1006  STATE/COUNTY-  AL/MONROE
 BU1006  USGS QUAD   -  FRANKLIN (1981)
 BU1006
 BU1006                         *CURRENT SURVEY CONTROL
 BU1006  ___________________________________________________________________
 BU1006* NAD 83(1986)-  31 43 42.     (N)    087 28 16.     (W)     SCALED    
 BU1006* NAVD 88     -        14.920  (meters)      48.95   (feet)  ADJUSTED  
 BU1006  ___________________________________________________________________
 BU1006  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1006  DYNAMIC HT  -          14.902 (meters)      48.89  (feet)  COMP
 BU1006  MODELED GRAV-     979,436.0   (mgal)                       NAVD 88
 BU1006
 BU1006  VERT ORDER  -  SECOND    CLASS 0
 BU1006
 BU1006.The horizontal coordinates were scaled from a topographic map and have
 BU1006.an estimated accuracy of +/- 6 seconds.
 BU1006
 BU1006.The orthometric height was determined by differential leveling
 BU1006.and adjusted by the National Geodetic Survey in June 1991..
 BU1006
 BU1006.The geoid height was determined by GEOID03.
 BU1006
 BU1006.The dynamic height is computed by dividing the NAVD 88
 BU1006.geopotential number by the normal gravity value computed on the
 BU1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1006.degrees latitude (g = 980.6199 gals.).
 BU1006
 BU1006.The modeled gravity was interpolated from observed gravity values.
 BU1006
 BU1006;                    North         East    Units  Estimated Accuracy
 BU1006;SPC AL W     -   191,600.      602,740.      MT  (+/- 180 meters Scaled)
 BU1006
 BU1006                          SUPERSEDED SURVEY CONTROL
 BU1006
 BU1006  NGVD 29 (??/??/92)   14.889  (m)           48.85   (f) ADJ UNCH    2 0
 BU1006
 BU1006.Superseded values are not recommended for survey control.
 BU1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1006.See file dsdata.txt to determine how the superseded data were derived.
 BU1006
 BU1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA553104(NAD 83)
 BU1006_MARKER: DB = BENCH MARK DISK
 BU1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1006_STAMPING: C 338 1950
 BU1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1006+STABILITY: SURFACE MOTION
 BU1006
 BU1006  HISTORY     - Date     Condition        Report By
 BU1006  HISTORY     - 1950     MONUMENTED       CGS
 BU1006  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1006
 BU1006                          STATION DESCRIPTION
 BU1006
 BU1006'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1006'9.95 MI SE FROM LOWER PEACH TREE.
 BU1006'ABOUT 2.7 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD LEADING TO
 BU1006'CHANCE FROM THE POST OFFICE AT LOWER PEACH TREE, THENCE ABOUT 7.25
 BU1006'MILES SOUTHEAST ALONG A GRAVEL ROAD, AT THE END OF THE ROAD AND ON THE
 BU1006'NORTHWEST BANK OF THE ALABAMA RIVER AT ABANDONED DAVIS FERRY LANDING,
 BU1006'AT THE MOUTH OF A SMALL CREEK DRAINING INTO THE ALABAMA RIVER, 23
 BU1006'YARDS NORTHWEST OF THE NORTHWEST HIGH BANK OF ALABAMA RIVER, 16 YARDS
 BU1006'WEST OF THE WEST BANK OF THE CREEK, 45 FEET NORTHEAST OF THE CENTER
 BU1006'LINE OF THE FERRY LANDING ROAD, 41 FEET NORTH OF A LEANING HOLLOW
 BU1006'28-INCH SYCAMORE TREE, 31 FEET WEST OF A 26-INCH HACKBERRY TREE, 2
 BU1006'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BU1006'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BU1006
 BU1006                          STATION RECOVERY (1972)
 BU1006
 BU1006'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1729 ***********************************************************************
 BU1729  DESIGNATION -  C 339
 BU1729  PID         -  BU1729
 BU1729  STATE/COUNTY-  AL/CLARKE
 BU1729  USGS QUAD   -  FULTON EAST (1973)
 BU1729
 BU1729                         *CURRENT SURVEY CONTROL
 BU1729  ___________________________________________________________________
 BU1729* NAD 83(1986)-  31 51 42.     (N)    087 42 07.     (W)     SCALED    
 BU1729* NAVD 88     -       140.989  (meters)     462.56   (feet)  ADJUSTED  
 BU1729  ___________________________________________________________________
 BU1729  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BU1729  DYNAMIC HT  -         140.822 (meters)     462.01  (feet)  COMP
 BU1729  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 BU1729
 BU1729  VERT ORDER  -  SECOND    CLASS 0
 BU1729
 BU1729.The horizontal coordinates were scaled from a topographic map and have
 BU1729.an estimated accuracy of +/- 6 seconds.
 BU1729
 BU1729.The orthometric height was determined by differential leveling
 BU1729.and adjusted by the National Geodetic Survey in June 1991..
 BU1729
 BU1729.The geoid height was determined by GEOID03.
 BU1729
 BU1729.The dynamic height is computed by dividing the NAVD 88
 BU1729.geopotential number by the normal gravity value computed on the
 BU1729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1729.degrees latitude (g = 980.6199 gals.).
 BU1729
 BU1729.The modeled gravity was interpolated from observed gravity values.
 BU1729
 BU1729;                    North         East    Units  Estimated Accuracy
 BU1729;SPC AL W     -   206,400.      580,890.      MT  (+/- 180 meters Scaled)
 BU1729
 BU1729                          SUPERSEDED SURVEY CONTROL
 BU1729
 BU1729  NGVD 29 (??/??/92)  140.955  (m)          462.45   (f) ADJ UNCH    2 0
 BU1729
 BU1729.Superseded values are not recommended for survey control.
 BU1729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1729.See file dsdata.txt to determine how the superseded data were derived.
 BU1729
 BU1729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA335253(NAD 83)
 BU1729_MARKER: DB = BENCH MARK DISK
 BU1729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1729_STAMPING: C 339 1950
 BU1729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1729+STABILITY: SURFACE MOTION
 BU1729
 BU1729  HISTORY     - Date     Condition        Report By
 BU1729  HISTORY     - 1950     MONUMENTED       CGS
 BU1729
 BU1729                          STATION DESCRIPTION
 BU1729
 BU1729'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1729'4.85 MI SE FROM THOMASVILLE.
 BU1729'0.15 MILE EAST ALONG A BLACK TOP STREET FROM THE SOUTHERN RAILWAY
 BU1729'STATION AT THOMASVILLE, THENCE ABOUT 4.25 MILES SOUTHEAST ALONG OLD
 BU1729'STATE HIGHWAY 5, THENCE ABOUT 0.45 MILE EAST ALONG A DIRT ROAD, AT THE
 BU1729'CROSSING OF A POWER TRANSMISSION LINE, 30 FEET NORTH OF THE CENTER
 BU1729'LINE OF THE ROAD, 108 FEET WEST OF THE CENTER WIRE OF THE POWER
 BU1729'TRANSMISSION LINE, 139 FEET NORTHWEST AND ACROSS THE ROAD FROM THE
 BU1729'WEST POLE OF TWIN POLE NO. 566 ON POWER TRANSMISSION LINE, 2 FEET
 BU1729'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 BU1729'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0998 ***********************************************************************
 BU0998  DESIGNATION -  C 340
 BU0998  PID         -  BU0998
 BU0998  STATE/COUNTY-  AL/MONROE
 BU0998  USGS QUAD   -  MEXIA (1986)
 BU0998
 BU0998                         *CURRENT SURVEY CONTROL
 BU0998  ___________________________________________________________________
 BU0998* NAD 83(1986)-  31 33 38.     (N)    087 27 26.     (W)     SCALED    
 BU0998* NAVD 88     -        17.325  (meters)      56.84   (feet)  ADJUSTED  
 BU0998  ___________________________________________________________________
 BU0998  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BU0998  DYNAMIC HT  -          17.304 (meters)      56.77  (feet)  COMP
 BU0998  MODELED GRAV-     979,416.3   (mgal)                       NAVD 88
 BU0998
 BU0998  VERT ORDER  -  SECOND    CLASS 0
 BU0998
 BU0998.The horizontal coordinates were scaled from a topographic map and have
 BU0998.an estimated accuracy of +/- 6 seconds.
 BU0998
 BU0998.The orthometric height was determined by differential leveling
 BU0998.and adjusted by the National Geodetic Survey in June 1991..
 BU0998
 BU0998.The geoid height was determined by GEOID03.
 BU0998
 BU0998.The dynamic height is computed by dividing the NAVD 88
 BU0998.geopotential number by the normal gravity value computed on the
 BU0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0998.degrees latitude (g = 980.6199 gals.).
 BU0998
 BU0998.The modeled gravity was interpolated from observed gravity values.
 BU0998
 BU0998;                    North         East    Units  Estimated Accuracy
 BU0998;SPC AL W     -   173,000.      604,060.      MT  (+/- 180 meters Scaled)
 BU0998
 BU0998                          SUPERSEDED SURVEY CONTROL
 BU0998
 BU0998  NGVD 29 (??/??/92)   17.296  (m)           56.75   (f) ADJ UNCH    2 0
 BU0998
 BU0998.Superseded values are not recommended for survey control.
 BU0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0998.See file dsdata.txt to determine how the superseded data were derived.
 BU0998
 BU0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV566918(NAD 83)
 BU0998_MARKER: DB = BENCH MARK DISK
 BU0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0998_STAMPING: C 340 1950
 BU0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0998+STABILITY: SURFACE MOTION
 BU0998
 BU0998  HISTORY     - Date     Condition        Report By
 BU0998  HISTORY     - 1950     MONUMENTED       CGS
 BU0998  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU0998
 BU0998                          STATION DESCRIPTION
 BU0998
 BU0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU0998'3.85 MI SW FROM FOUNTAIN.
 BU0998'ABOUT 1.0 MILE WEST ALONG A GRAVEL ROAD FROM THE ST. LOUIS-SAN
 BU0998'FRANCISCO RAILWAY STATION AT FOUNTAIN, THENCE ABOUT 2.85 MILES
 BU0998'SOUTHWEST ALONG A POOR ROAD, ABOUT 2.85 MILES SOUTHWEST OF THE ROAD
 BU0998'JUNCTION AND STORE AT HIXON, ABOUT 1.9 MILES SOUTHWEST OF THE HIXON
 BU0998'FAMILY CEMETERY ABOUT 1.45 MILES SOUTHWEST OF THE JUNCTION OF A ROAD
 BU0998'NORTHWEST TO A FIRE TOWER, ABOUT 0.35 MILE NORTHEAST OF LIMESTONE
 BU0998'CREEK, ABOUT 0.15 MILE SOUTHWEST OF A SMALL WOODEN BRIDGE, ABOUT 0.35
 BU0998'MILE SOUTHWEST OF AN OLD SAW MILL SITE, ABOUT 0.1 MILE SOUTHWEST OF
 BU0998'THE JUNCTION OF A TRAIL NORTHWEST, 20 FEET SOUTHEAST OF THE CENTER
 BU0998'LINE OF THE ROAD, 14 FEET NORTH OF A TRIANGULAR BLAZED 20-INCH TREE, 2
 BU0998'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE
 BU0998'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BU0998
 BU0998                          STATION RECOVERY (1972)
 BU0998
 BU0998'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU0998'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1177 ***********************************************************************
 BU1177  DESIGNATION -  C 341
 BU1177  PID         -  BU1177
 BU1177  STATE/COUNTY-  AL/WILCOX
 BU1177  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1177
 BU1177                         *CURRENT SURVEY CONTROL
 BU1177  ___________________________________________________________________
 BU1177* NAD 83(1986)-  31 52 42.     (N)    087 18 57.     (W)     SCALED    
 BU1177* NAVD 88     -        95.340  (meters)     312.79   (feet)  ADJUSTED  
 BU1177  ___________________________________________________________________
 BU1177  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BU1177  DYNAMIC HT  -          95.227 (meters)     312.42  (feet)  COMP
 BU1177  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 BU1177
 BU1177  VERT ORDER  -  SECOND    CLASS 0
 BU1177
 BU1177.The horizontal coordinates were scaled from a topographic map and have
 BU1177.an estimated accuracy of +/- 6 seconds.
 BU1177
 BU1177.The orthometric height was determined by differential leveling
 BU1177.and adjusted by the National Geodetic Survey in June 1991..
 BU1177
 BU1177.The geoid height was determined by GEOID03.
 BU1177
 BU1177.The dynamic height is computed by dividing the NAVD 88
 BU1177.geopotential number by the normal gravity value computed on the
 BU1177.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1177.degrees latitude (g = 980.6199 gals.).
 BU1177
 BU1177.The modeled gravity was interpolated from observed gravity values.
 BU1177
 BU1177;                    North         East    Units  Estimated Accuracy
 BU1177;SPC AL W     -   208,250.      617,420.      MT  (+/- 180 meters Scaled)
 BU1177
 BU1177                          SUPERSEDED SURVEY CONTROL
 BU1177
 BU1177  NGVD 29 (??/??/92)   95.307  (m)          312.69   (f) ADJ UNCH    2 0
 BU1177
 BU1177.Superseded values are not recommended for survey control.
 BU1177.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1177.See file dsdata.txt to determine how the superseded data were derived.
 BU1177
 BU1177_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA701269(NAD 83)
 BU1177_MARKER: DB = BENCH MARK DISK
 BU1177_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1177_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1177_STAMPING: C 341 1950
 BU1177_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1177+STABILITY: SURFACE MOTION
 BU1177
 BU1177  HISTORY     - Date     Condition        Report By
 BU1177  HISTORY     - 1950     MONUMENTED       CGS
 BU1177  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1177
 BU1177                          STATION DESCRIPTION
 BU1177
 BU1177'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1177'10.1 MI NE FROM HYBART.
 BU1177'ABOUT 5.25 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 BU1177'AT HYBART, THENCE ABOUT 4.85 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 BU1177'ROAD, ABOUT 1.5 MILES EAST OF REEVES CHAPEL CHURCH AND CEMETERY, AT A
 BU1177'SHARP TURN IN THE ROAD WITH TANGENTS EXTENDING WEST AND SOUTH, 164
 BU1177'FEET WEST OF THE CENTER OF THE CURVE, 85 FEET WEST OF THE NORTHWEST
 BU1177'END OF A 16-INCH PIPE CULVERT UNDER ROAD, 48 FEET EAST OF A TRIANGULAR
 BU1177'BLAZED 12-INCH PINE TREE, 23 FEET SOUTHWEST OF A TRIANGULAR BLAZED
 BU1177'12-INCH PINE TREE, 28 1/2 FEET NORTHWEST OF THE CENTER LINE OF THE
 BU1177'ROAD, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2
 BU1177'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BU1177'INCHES.
 BU1177
 BU1177                          STATION RECOVERY (1972)
 BU1177
 BU1177'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1177'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1158 ***********************************************************************
 BU1158  DESIGNATION -  C 342
 BU1158  PID         -  BU1158
 BU1158  STATE/COUNTY-  AL/WILCOX
 BU1158  USGS QUAD   -  ROSEBUD (1981)
 BU1158
 BU1158                         *CURRENT SURVEY CONTROL
 BU1158  ___________________________________________________________________
 BU1158* NAD 83(1986)-  31 55 45.     (N)    087 10 58.     (W)     SCALED    
 BU1158* NAVD 88     -        66.278  (meters)     217.45   (feet)  ADJUSTED  
 BU1158  ___________________________________________________________________
 BU1158  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BU1158  DYNAMIC HT  -          66.199 (meters)     217.19  (feet)  COMP
 BU1158  MODELED GRAV-     979,462.9   (mgal)                       NAVD 88
 BU1158
 BU1158  VERT ORDER  -  SECOND    CLASS 0
 BU1158
 BU1158.The horizontal coordinates were scaled from a topographic map and have
 BU1158.an estimated accuracy of +/- 6 seconds.
 BU1158
 BU1158.The orthometric height was determined by differential leveling
 BU1158.and adjusted by the National Geodetic Survey in June 1991..
 BU1158
 BU1158.The geoid height was determined by GEOID03.
 BU1158
 BU1158.The dynamic height is computed by dividing the NAVD 88
 BU1158.geopotential number by the normal gravity value computed on the
 BU1158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1158.degrees latitude (g = 980.6199 gals.).
 BU1158
 BU1158.The modeled gravity was interpolated from observed gravity values.
 BU1158
 BU1158;                    North         East    Units  Estimated Accuracy
 BU1158;SPC AL W     -   213,910.      630,000.      MT  (+/- 180 meters Scaled)
 BU1158
 BU1158                          SUPERSEDED SURVEY CONTROL
 BU1158
 BU1158  NGVD 29 (??/??/92)   66.247  (m)          217.35   (f) ADJ UNCH    2 0
 BU1158
 BU1158.Superseded values are not recommended for survey control.
 BU1158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1158.See file dsdata.txt to determine how the superseded data were derived.
 BU1158
 BU1158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA827325(NAD 83)
 BU1158_MARKER: DB = BENCH MARK DISK
 BU1158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1158_STAMPING: C 342 1950
 BU1158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1158+STABILITY: SURFACE MOTION
 BU1158
 BU1158  HISTORY     - Date     Condition        Report By
 BU1158  HISTORY     - 1950     MONUMENTED       CGS
 BU1158  HISTORY     - 1975     MARK NOT FOUND   NGS
 BU1158
 BU1158                          STATION DESCRIPTION
 BU1158
 BU1158'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1158'1.1 MI N FROM NEENAH.
 BU1158'ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 BU1158'NASHVILLE RAILROAD STATION AT NEENAH, THENCE ABOUT 1.0 MILE NORTH
 BU1158'ALONG A DIRT ROAD, 69 FEET SOUTHWEST AND ACROSS THE ROAD FROM A
 BU1158'TRIANGULAR BLAZED 36-INCH OAK TREE, 34 FEET WEST OF THE CENTER LINE OF
 BU1158'THE ROAD, 13 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 20-INCH PINE
 BU1158'TREE, 11 FEET SOUTH OF THE CENTER OF A DIM TRAIL WEST, 1 1/2 FEET EAST
 BU1158'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 BU1158'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BU1158
 BU1158                          STATION RECOVERY (1975)
 BU1158
 BU1158'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BU1158'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1147 ***********************************************************************
 BU1147  DESIGNATION -  C 343 RESET
 BU1147  PID         -  BU1147
 BU1147  STATE/COUNTY-  AL/WILCOX
 BU1147  USGS QUAD   -  ROSEBUD (1981)
 BU1147
 BU1147                         *CURRENT SURVEY CONTROL
 BU1147  ___________________________________________________________________
 BU1147* NAD 83(1986)-  31 58 05.     (N)    087 07 54.     (W)     SCALED    
 BU1147* NAVD 88     -        79.910  (meters)     262.17   (feet)  ADJUSTED  
 BU1147  ___________________________________________________________________
 BU1147  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BU1147  DYNAMIC HT  -          79.816 (meters)     261.86  (feet)  COMP
 BU1147  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 BU1147
 BU1147  VERT ORDER  -  SECOND    CLASS 0
 BU1147
 BU1147.The horizontal coordinates were scaled from a topographic map and have
 BU1147.an estimated accuracy of +/- 6 seconds.
 BU1147
 BU1147.The orthometric height was determined by differential leveling
 BU1147.and adjusted by the National Geodetic Survey in June 1991..
 BU1147
 BU1147.The geoid height was determined by GEOID03.
 BU1147
 BU1147.The dynamic height is computed by dividing the NAVD 88
 BU1147.geopotential number by the normal gravity value computed on the
 BU1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1147.degrees latitude (g = 980.6199 gals.).
 BU1147
 BU1147.The modeled gravity was interpolated from observed gravity values.
 BU1147
 BU1147;                    North         East    Units  Estimated Accuracy
 BU1147;SPC AL W     -   218,240.      634,820.      MT  (+/- 180 meters Scaled)
 BU1147
 BU1147                          SUPERSEDED SURVEY CONTROL
 BU1147
 BU1147  NGVD 29 (??/??/92)   79.880  (m)          262.07   (f) ADJ UNCH    2 0
 BU1147
 BU1147.Superseded values are not recommended for survey control.
 BU1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1147.See file dsdata.txt to determine how the superseded data were derived.
 BU1147
 BU1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA875369(NAD 83)
 BU1147_MARKER: DB = BENCH MARK DISK
 BU1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1147_STAMPING: C 343 RESET 1951
 BU1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1147+STABILITY: SURFACE MOTION
 BU1147
 BU1147  HISTORY     - Date     Condition        Report By
 BU1147  HISTORY     - 1951     MONUMENTED       CGS
 BU1147
 BU1147                          STATION DESCRIPTION
 BU1147
 BU1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1147'0.7 MI S FROM DARLINGTON.
 BU1147'ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION AT
 BU1147'DARLINGTON, SET AT A SMALL STOCK POND ON THE SOUTH SLOPE OF A GRADE,
 BU1147'41 FEET WEST OF THE CENTER LINE OF THE NEW ROAD, 43 FEET SOUTH OF THE
 BU1147'CENTER OF A GATE TO A LARGE PASTURE, 142 FEET NORTH OF A 20-INCH SWEET
 BU1147'GUM TREE WITH A TRIANGULAR BLAZE, 1 FOOT WEST OF A FENCE LINE, 2 FEET
 BU1147'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 BU1147'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2229 ***********************************************************************
 CN2229  DESIGNATION -  C 344
 CN2229  PID         -  CN2229
 CN2229  STATE/COUNTY-  AL/WILCOX
 CN2229  USGS QUAD   -  CARLOWVILLE (1987)
 CN2229
 CN2229                         *CURRENT SURVEY CONTROL
 CN2229  ___________________________________________________________________
 CN2229* NAD 83(1986)-  32 00 30.     (N)    087 02 05.     (W)     SCALED    
 CN2229* NAVD 88     -        48.690  (meters)     159.74   (feet)  ADJUSTED  
 CN2229  ___________________________________________________________________
 CN2229  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CN2229  DYNAMIC HT  -          48.634 (meters)     159.56  (feet)  COMP
 CN2229  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 CN2229
 CN2229  VERT ORDER  -  SECOND    CLASS 0
 CN2229
 CN2229.The horizontal coordinates were scaled from a topographic map and have
 CN2229.an estimated accuracy of +/- 6 seconds.
 CN2229
 CN2229.The orthometric height was determined by differential leveling
 CN2229.and adjusted by the National Geodetic Survey in June 1991..
 CN2229
 CN2229.The geoid height was determined by GEOID03.
 CN2229
 CN2229.The dynamic height is computed by dividing the NAVD 88
 CN2229.geopotential number by the normal gravity value computed on the
 CN2229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2229.degrees latitude (g = 980.6199 gals.).
 CN2229
 CN2229.The modeled gravity was interpolated from observed gravity values.
 CN2229
 CN2229;                    North         East    Units  Estimated Accuracy
 CN2229;SPC AL W     -   222,740.      643,960.      MT  (+/- 180 meters Scaled)
 CN2229
 CN2229                          SUPERSEDED SURVEY CONTROL
 CN2229
 CN2229  NGVD 29 (??/??/92)   48.658  (m)          159.64   (f) ADJ UNCH    2 0
 CN2229
 CN2229.Superseded values are not recommended for survey control.
 CN2229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2229.See file dsdata.txt to determine how the superseded data were derived.
 CN2229
 CN2229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA967413(NAD 83)
 CN2229_MARKER: DB = BENCH MARK DISK
 CN2229_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2229_SP_SET: CULVERT
 CN2229_STAMPING: C 344 1950
 CN2229_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2229
 CN2229  HISTORY     - Date     Condition        Report By
 CN2229  HISTORY     - 1950     MONUMENTED       CGS
 CN2229
 CN2229                          STATION DESCRIPTION
 CN2229
 CN2229'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2229'1.75 MI W FROM SNOW HILL.
 CN2229'ABOUT 1.75 MILES WEST ALONG STATE HIGHWAY 11 FROM THE OVERPASS OVER
 CN2229'THE LOUISVILLE AND NASHVILLE RAILROAD AT SNOW HILL, ABOUT 0.15 MILE
 CN2229'EAST OF A BRIDGE OVER HALLS CREEK, ABOUT 0.75 MILE WEST OF THE
 CN2229'JUNCTION OF A ROAD NORTHWEST TO SNOW HILL INSTITUTE, SET IN THE TOP OF
 CN2229'THE EAST END OF THE NORTH HEAD WALL OF A 10-FOOT CONCRETE CULVERT, 19
 CN2229'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 4 1/2 FEET
 CN2229'BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2208 ***********************************************************************
 CN2208  DESIGNATION -  C 345
 CN2208  PID         -  CN2208
 CN2208  STATE/COUNTY-  AL/DALLAS
 CN2208  USGS QUAD   -  CARLOWVILLE (1987)
 CN2208
 CN2208                         *CURRENT SURVEY CONTROL
 CN2208  ___________________________________________________________________
 CN2208* NAD 83(1986)-  32 05 55.     (N)    087 02 09.     (W)     SCALED    
 CN2208* NAVD 88     -       116.853  (meters)     383.38   (feet)  ADJUSTED  
 CN2208  ___________________________________________________________________
 CN2208  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CN2208  DYNAMIC HT  -         116.719 (meters)     382.94  (feet)  COMP
 CN2208  MODELED GRAV-     979,495.3   (mgal)                       NAVD 88
 CN2208
 CN2208  VERT ORDER  -  SECOND    CLASS 0
 CN2208
 CN2208.The horizontal coordinates were scaled from a topographic map and have
 CN2208.an estimated accuracy of +/- 6 seconds.
 CN2208
 CN2208.The orthometric height was determined by differential leveling
 CN2208.and adjusted by the National Geodetic Survey in June 1991..
 CN2208
 CN2208.The geoid height was determined by GEOID03.
 CN2208
 CN2208.The dynamic height is computed by dividing the NAVD 88
 CN2208.geopotential number by the normal gravity value computed on the
 CN2208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2208.degrees latitude (g = 980.6199 gals.).
 CN2208
 CN2208.The modeled gravity was interpolated from observed gravity values.
 CN2208
 CN2208;                    North         East    Units  Estimated Accuracy
 CN2208;SPC AL W     -   232,750.      643,810.      MT  (+/- 180 meters Scaled)
 CN2208
 CN2208                          SUPERSEDED SURVEY CONTROL
 CN2208
 CN2208  NGVD 29 (??/??/92)  116.818  (m)          383.26   (f) ADJ UNCH    2 0
 CN2208
 CN2208.Superseded values are not recommended for survey control.
 CN2208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2208.See file dsdata.txt to determine how the superseded data were derived.
 CN2208
 CN2208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA966513(NAD 83)
 CN2208_MARKER: DB = BENCH MARK DISK
 CN2208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2208_STAMPING: C 345 1950
 CN2208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2208+STABILITY: SURFACE MOTION
 CN2208
 CN2208  HISTORY     - Date     Condition        Report By
 CN2208  HISTORY     - 1950     MONUMENTED       CGS
 CN2208
 CN2208                          STATION DESCRIPTION
 CN2208
 CN2208'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2208'0.85 MI NW FROM CARLOWVILLE.
 CN2208'ABOUT 0.85 MILE NORTHWEST ALONG STATE HIGHWAY 100 FROM THE JUNCTION OF
 CN2208'THE MINTER ROAD AT CARLOWVILLE, ABOUT 0.55 MILE NORTHWEST OF A CHURCH
 CN2208'AND CEMETERY, AT A DRIVE SOUTHWEST INTO A FIELD, 168 FEET WEST AND
 CN2208'ACROSS THE HIGHWAY FROM THE WEST CORNER OF AN OLD ABANDONED STORE
 CN2208'BUILDING, 115 FEET NORTH OF THE NORTH CORNER OF AN ABANDONED FARM
 CN2208'HOUSE, 88 FEET SOUTH-SOUTHEAST OF THE SOUTHWEST END OF A 30-INCH PIPE
 CN2208'CULVERT WITH CONCRETE HEAD WALLS, 49 FEET SOUTHWEST OF THE CENTER LINE
 CN2208'OF THE HIGHWAY, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE DRIVE, 7
 CN2208'FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A WHITE
 CN2208'WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 CN2208'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1724 ***********************************************************************
 BU1724  DESIGNATION -  C 346
 BU1724  PID         -  BU1724
 BU1724  STATE/COUNTY-  AL/CLARKE
 BU1724  USGS QUAD   -  WHATLEY (1972)
 BU1724
 BU1724                         *CURRENT SURVEY CONTROL
 BU1724  ___________________________________________________________________
 BU1724* NAD 83(1986)-  31 39 02.     (N)    087 40 08.     (W)     SCALED    
 BU1724* NAVD 88     -       126.426  (meters)     414.78   (feet)  ADJUSTED  
 BU1724  ___________________________________________________________________
 BU1724  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BU1724  DYNAMIC HT  -         126.273 (meters)     414.28  (feet)  COMP
 BU1724  MODELED GRAV-     979,422.7   (mgal)                       NAVD 88
 BU1724
 BU1724  VERT ORDER  -  SECOND    CLASS 0
 BU1724
 BU1724.The horizontal coordinates were scaled from a topographic map and have
 BU1724.an estimated accuracy of +/- 6 seconds.
 BU1724
 BU1724.The orthometric height was determined by differential leveling
 BU1724.and adjusted by the National Geodetic Survey in June 1991..
 BU1724
 BU1724.The geoid height was determined by GEOID03.
 BU1724
 BU1724.The dynamic height is computed by dividing the NAVD 88
 BU1724.geopotential number by the normal gravity value computed on the
 BU1724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1724.degrees latitude (g = 980.6199 gals.).
 BU1724
 BU1724.The modeled gravity was interpolated from observed gravity values.
 BU1724
 BU1724;                    North         East    Units  Estimated Accuracy
 BU1724;SPC AL W     -   182,990.      583,980.      MT  (+/- 180 meters Scaled)
 BU1724
 BU1724                          SUPERSEDED SURVEY CONTROL
 BU1724
 BU1724  NGVD 29 (??/??/92)  126.402  (m)          414.70   (f) ADJ UNCH    2 0
 BU1724
 BU1724.Superseded values are not recommended for survey control.
 BU1724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1724.See file dsdata.txt to determine how the superseded data were derived.
 BU1724
 BU1724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA365018(NAD 83)
 BU1724_MARKER: DB = BENCH MARK DISK
 BU1724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1724_STAMPING: C 346 1950
 BU1724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1724+STABILITY: SURFACE MOTION
 BU1724
 BU1724  HISTORY     - Date     Condition        Report By
 BU1724  HISTORY     - 1950     MONUMENTED       CGS
 BU1724
 BU1724                          STATION DESCRIPTION
 BU1724
 BU1724'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1724'3.1 MI E FROM WHATLEY.
 BU1724'2.1 MILES SOUTHEAST ALONG U.S. HIGHWAY 84 FROM THE OVERPASS OVER THE
 BU1724'SOUTHERN RAILWAY AT WHATLEY, THENCE ABOUT 1.0 MILE NORTH ALONG A
 BU1724'GRAVEL ROAD LEADING TO VASHTI, ABOUT 0.15 MILE NORTH OF THE JUNCTION
 BU1724'OF A ROAD WEST, ABOUT 0.7 MILE SOUTHWEST OF INDIAN RIDGE SCHOOL FOR
 BU1724'COLORED, ABOUT 0.9 MILE SOUTHWEST OF INDIAN RIDGE BAPTIST CHURCH AND
 BU1724'CEMETERY, 50 FEET EAST OF THE CENTER LINE OF THE ROAD, 23 FEET
 BU1724'SOUTHEAST OF THE CENTER LINE OF A TRAIL LEADING NORTHEAST, AT THE
 BU1724'NORTH END OF A CUT, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 BU1724'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BU1724'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0766 ***********************************************************************
 BU0766  DESIGNATION -  C 347
 BU0766  PID         -  BU0766
 BU0766  STATE/COUNTY-  AL/LOWNDES
 BU0766  USGS QUAD   -  FORT DALE (1981)
 BU0766
 BU0766                         *CURRENT SURVEY CONTROL
 BU0766  ___________________________________________________________________
 BU0766* NAD 83(1986)-  31 59 12.     (N)    086 42 07.     (W)     SCALED    
 BU0766* NAVD 88     -        91.788  (meters)     301.14   (feet)  ADJUSTED  
 BU0766  ___________________________________________________________________
 BU0766  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BU0766  DYNAMIC HT  -          91.679 (meters)     300.78  (feet)  COMP
 BU0766  MODELED GRAV-     979,446.7   (mgal)                       NAVD 88
 BU0766
 BU0766  VERT ORDER  -  SECOND    CLASS 0
 BU0766
 BU0766.The horizontal coordinates were scaled from a topographic map and have
 BU0766.an estimated accuracy of +/- 6 seconds.
 BU0766
 BU0766.The orthometric height was determined by differential leveling
 BU0766.and adjusted by the National Geodetic Survey in June 1991..
 BU0766
 BU0766.The geoid height was determined by GEOID03.
 BU0766
 BU0766.The dynamic height is computed by dividing the NAVD 88
 BU0766.geopotential number by the normal gravity value computed on the
 BU0766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0766.degrees latitude (g = 980.6199 gals.).
 BU0766
 BU0766.The modeled gravity was interpolated from observed gravity values.
 BU0766
 BU0766;                    North         East    Units  Estimated Accuracy
 BU0766;SPC AL W     -   220,520.      675,420.      MT  (+/- 180 meters Scaled)
 BU0766
 BU0766                          SUPERSEDED SURVEY CONTROL
 BU0766
 BU0766  NGVD 29 (??/??/92)   91.755  (m)          301.03   (f) ADJ UNCH    2 0
 BU0766
 BU0766.Superseded values are not recommended for survey control.
 BU0766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0766.See file dsdata.txt to determine how the superseded data were derived.
 BU0766
 BU0766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA281389(NAD 83)
 BU0766_MARKER: DB = BENCH MARK DISK
 BU0766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0766_STAMPING: C 347 1951
 BU0766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0766+STABILITY: SURFACE MOTION
 BU0766
 BU0766  HISTORY     - Date     Condition        Report By
 BU0766  HISTORY     - 1951     MONUMENTED       CGS
 BU0766
 BU0766                          STATION DESCRIPTION
 BU0766
 BU0766'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0766'0.9 MI S FROM CLOVER HILL.
 BU0766'0.9 MILE SOUTH ALONG A DIRT ROAD FROM THE SCHOOL AT CLOVER HILL, ABOUT
 BU0766'0.8 MILE SOUTH OF THE JUNCTION OF A DIRT ROAD SOUTHWEST, ABOUT 115
 BU0766'YARDS SOUTH OF A SMALL WOODEN BRIDGE FOR A CREEK BRANCH, ABOUT 1.05
 BU0766'MILE NORTH OF A BRIDGE OVER MUSCLE CREEK, 49 FEET EAST OF THE CENTER
 BU0766'LINE OF THE DIRT ROAD, 26 FEET SOUTH OF THE CENTER LINE OF A WOODS
 BU0766'TRAIL, 122 FEET NORTHEAST AND ACROSS ROAD FROM A POWER POLE, 12 1/2
 BU0766'FEET EAST OF A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 BU0766'POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 BU0766'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0742 ***********************************************************************
 BU0742  DESIGNATION -  C 348
 BU0742  PID         -  BU0742
 BU0742  STATE/COUNTY-  AL/BUTLER
 BU0742  USGS QUAD   -  RIDGEVILLE (1981)
 BU0742
 BU0742                         *CURRENT SURVEY CONTROL
 BU0742  ___________________________________________________________________
 BU0742* NAD 83(1986)-  31 54 47.     (N)    086 48 48.     (W)     SCALED    
 BU0742* NAVD 88     -       104.643  (meters)     343.32   (feet)  ADJUSTED  
 BU0742  ___________________________________________________________________
 BU0742  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BU0742  DYNAMIC HT  -         104.517 (meters)     342.90  (feet)  COMP
 BU0742  MODELED GRAV-     979,430.4   (mgal)                       NAVD 88
 BU0742
 BU0742  VERT ORDER  -  SECOND    CLASS 0
 BU0742
 BU0742.The horizontal coordinates were scaled from a topographic map and have
 BU0742.an estimated accuracy of +/- 6 seconds.
 BU0742
 BU0742.The orthometric height was determined by differential leveling
 BU0742.and adjusted by the National Geodetic Survey in June 1991..
 BU0742
 BU0742.The geoid height was determined by GEOID03.
 BU0742
 BU0742.The dynamic height is computed by dividing the NAVD 88
 BU0742.geopotential number by the normal gravity value computed on the
 BU0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0742.degrees latitude (g = 980.6199 gals.).
 BU0742
 BU0742.The modeled gravity was interpolated from observed gravity values.
 BU0742
 BU0742;                    North         East    Units  Estimated Accuracy
 BU0742;SPC AL W     -   212,290.      664,940.      MT  (+/- 180 meters Scaled)
 BU0742
 BU0742                          SUPERSEDED SURVEY CONTROL
 BU0742
 BU0742  NGVD 29 (??/??/92)  104.590  (m)          343.14   (f) ADJ UNCH    2 0
 BU0742
 BU0742.Superseded values are not recommended for survey control.
 BU0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0742.See file dsdata.txt to determine how the superseded data were derived.
 BU0742
 BU0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA176308(NAD 83)
 BU0742_MARKER: DB = BENCH MARK DISK
 BU0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0742_STAMPING: C 348 1951
 BU0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0742+STABILITY: SURFACE MOTION
 BU0742
 BU0742  HISTORY     - Date     Condition        Report By
 BU0742  HISTORY     - 1951     MONUMENTED       CGS
 BU0742  HISTORY     - 1970     GOOD             NGS
 BU0742
 BU0742                          STATION DESCRIPTION
 BU0742
 BU0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BU0742'1.85 MI NW FROM BRAGG HILL.
 BU0742'LOCATED 1.65 MILES NORTHWEST ALONG A BLACK TOP FROM THE CHURCH AND
 BU0742'CEMETERY AT BRAGG HILL, THEN TURN LEFT ON OLD ROAD FOR 0.25 MILE TO
 BU0742'THE FOOT OF A LONG GRADE, 0.2 MILE WEST OF A WOODEN BRIDGE, 205 FEET
 BU0742'SOUTH OF THE SOUTHEAST END OF A CULVERT UNDER THE HIGHWAY, 121 FEET
 BU0742'SOUTHEAST OF THE CENTER OF THE OLD ROAD, 43 FEET SOUTHEAST OF A WOODS
 BU0742'ROAD, 29 FEET WEST OF ANOTHER WOOD ROAD, 7 FEET WEST OF AN 18-INCH
 BU0742'PINE TREE AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A 12-INCH
 BU0742'ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0752 ***********************************************************************
 BU0752  DESIGNATION -  C 349
 BU0752  PID         -  BU0752
 BU0752  STATE/COUNTY-  AL/BUTLER
 BU0752  USGS QUAD   -  RIDGEVILLE (1981)
 BU0752
 BU0752                         *CURRENT SURVEY CONTROL
 BU0752  ___________________________________________________________________
 BU0752* NAD 83(1986)-  31 52 52.     (N)    086 47 48.     (W)     SCALED    
 BU0752* NAVD 88     -       117.798  (meters)     386.48   (feet)  ADJUSTED  
 BU0752  ___________________________________________________________________
 BU0752  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BU0752  DYNAMIC HT  -         117.656 (meters)     386.01  (feet)  COMP
 BU0752  MODELED GRAV-     979,427.0   (mgal)                       NAVD 88
 BU0752
 BU0752  VERT ORDER  -  SECOND    CLASS 0
 BU0752
 BU0752.The horizontal coordinates were scaled from a topographic map and have
 BU0752.an estimated accuracy of +/- 6 seconds.
 BU0752
 BU0752.The orthometric height was determined by differential leveling
 BU0752.and adjusted by the National Geodetic Survey in June 1991..
 BU0752
 BU0752.The geoid height was determined by GEOID03.
 BU0752
 BU0752.The dynamic height is computed by dividing the NAVD 88
 BU0752.geopotential number by the normal gravity value computed on the
 BU0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0752.degrees latitude (g = 980.6199 gals.).
 BU0752
 BU0752.The modeled gravity was interpolated from observed gravity values.
 BU0752
 BU0752;                    North         East    Units  Estimated Accuracy
 BU0752;SPC AL W     -   208,760.      666,540.      MT  (+/- 180 meters Scaled)
 BU0752
 BU0752                          SUPERSEDED SURVEY CONTROL
 BU0752
 BU0752  NGVD 29 (??/??/92)  117.742  (m)          386.29   (f) ADJ UNCH    2 0
 BU0752
 BU0752.Superseded values are not recommended for survey control.
 BU0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0752.See file dsdata.txt to determine how the superseded data were derived.
 BU0752
 BU0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA192272(NAD 83)
 BU0752_MARKER: DB = BENCH MARK DISK
 BU0752_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0752_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0752_STAMPING: C 349 1951
 BU0752_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0752+STABILITY: SURFACE MOTION
 BU0752
 BU0752  HISTORY     - Date     Condition        Report By
 BU0752  HISTORY     - 1951     MONUMENTED       CGS
 BU0752
 BU0752                          STATION DESCRIPTION
 BU0752
 BU0752'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0752'3.35 MI NE FROM FOREST HOME.
 BU0752'2.15 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 BU0752'FOREST HOME, THENCE ABOUT 0.3 MILE NORTHWEST ALONG A GRAVEL ROAD,
 BU0752'THENCE ABOUT 0.9 MILE NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.5 MILE
 BU0752'SOUTHWEST OF A WOODEN BRIDGE OVER WOLF CREEK, ABOUT 125 YARDS
 BU0752'SOUTHEAST OF BREAK IN GRADE AND A POWER POLE FROM WHICH POWER LINE
 BU0752'CROSSES ROAD, 55 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET
 BU0752'SOUTHWEST OF THE CENTER OF A WOODS TRAIL LEADING SOUTHEAST, 3 FEET
 BU0752'NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 BU0752'ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU0752'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0756 ***********************************************************************
 BU0756  DESIGNATION -  C 350
 BU0756  PID         -  BU0756
 BU0756  STATE/COUNTY-  AL/BUTLER
 BU0756  USGS QUAD   -  RIDGEVILLE (1981)
 BU0756
 BU0756                         *CURRENT SURVEY CONTROL
 BU0756  ___________________________________________________________________
 BU0756* NAD 83(1986)-  31 55 52.     (N)    086 45 44.     (W)     SCALED    
 BU0756* NAVD 88     -        79.909  (meters)     262.17   (feet)  ADJUSTED  
 BU0756  ___________________________________________________________________
 BU0756  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BU0756  DYNAMIC HT  -          79.812 (meters)     261.85  (feet)  COMP
 BU0756  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 BU0756
 BU0756  VERT ORDER  -  SECOND    CLASS 0
 BU0756
 BU0756.The horizontal coordinates were scaled from a topographic map and have
 BU0756.an estimated accuracy of +/- 6 seconds.
 BU0756
 BU0756.The orthometric height was determined by differential leveling
 BU0756.and adjusted by the National Geodetic Survey in June 1991..
 BU0756
 BU0756.The geoid height was determined by GEOID03.
 BU0756
 BU0756.The dynamic height is computed by dividing the NAVD 88
 BU0756.geopotential number by the normal gravity value computed on the
 BU0756.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0756.degrees latitude (g = 980.6199 gals.).
 BU0756
 BU0756.The modeled gravity was interpolated from observed gravity values.
 BU0756
 BU0756;                    North         East    Units  Estimated Accuracy
 BU0756;SPC AL W     -   214,320.      669,760.      MT  (+/- 180 meters Scaled)
 BU0756
 BU0756                          SUPERSEDED SURVEY CONTROL
 BU0756
 BU0756  NGVD 29 (??/??/92)   79.858  (m)          262.00   (f) ADJ UNCH    2 0
 BU0756
 BU0756.Superseded values are not recommended for survey control.
 BU0756.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0756.See file dsdata.txt to determine how the superseded data were derived.
 BU0756
 BU0756_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA224328(NAD 83)
 BU0756_MARKER: DB = BENCH MARK DISK
 BU0756_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0756_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0756_STAMPING: C 350 1951
 BU0756_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0756+STABILITY: SURFACE MOTION
 BU0756
 BU0756  HISTORY     - Date     Condition        Report By
 BU0756  HISTORY     - 1951     MONUMENTED       CGS
 BU0756
 BU0756                          STATION DESCRIPTION
 BU0756
 BU0756'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0756'8.45 MI NE FROM FOREST HOME.
 BU0756'2.15 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 BU0756'FOREST HOME, THENCE ABOUT 0.3 MILE NORTHWEST ALONG A GRAVEL ROAD,
 BU0756'THENCE ABOUT 2.8 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.3
 BU0756'MILE NORTHWEST ALONG A GRAVEL ROAD VIA CRENSHAWS COTTON GIN, THENCE
 BU0756'ABOUT 2.9 MILES NORTHEAST ALONG A DIRT ROAD, ABOUT 0.2 MILE NORTH OF A
 BU0756'SMALL WOODEN BRIDGE OVER A CREEK BRANCH, 55 FEET EAST OF THE CENTER
 BU0756'LINE OF THE ROAD, 1 FOOT WEST OF A FENCE LINE, 33 FEET SOUTH OF A
 BU0756'6-INCH ASH TREE IN A FENCE CORNER, 97 FEET NORTH OF THE CENTER OF A
 BU0756'GAP IN FENCE, 36 FEET WEST OF A 28-INCH WATER OAK TREE, 41 FEET
 BU0756'SOUTHWEST OF A 26-INCH ELM TREE IN EAST-WEST FENCE LINE, 2 FEET SOUTH
 BU0756'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 BU0756'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1098 ***********************************************************************
 CN1098  DESIGNATION -  C 351
 CN1098  PID         -  CN1098
 CN1098  STATE/COUNTY-  AL/WILCOX
 CN1098  USGS QUAD   -  MINTER (1987)
 CN1098
 CN1098                         *CURRENT SURVEY CONTROL
 CN1098  ___________________________________________________________________
 CN1098* NAD 83(1986)-  32 00 13.     (N)    086 57 52.     (W)     SCALED    
 CN1098* NAVD 88     -        89.339  (meters)     293.11   (feet)  ADJUSTED  
 CN1098  ___________________________________________________________________
 CN1098  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CN1098  DYNAMIC HT  -          89.235 (meters)     292.77  (feet)  COMP
 CN1098  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 CN1098
 CN1098  VERT ORDER  -  SECOND    CLASS 0
 CN1098
 CN1098.The horizontal coordinates were scaled from a topographic map and have
 CN1098.an estimated accuracy of +/- 6 seconds.
 CN1098
 CN1098.The orthometric height was determined by differential leveling
 CN1098.and adjusted by the National Geodetic Survey in June 1991..
 CN1098
 CN1098.The geoid height was determined by GEOID03.
 CN1098
 CN1098.The dynamic height is computed by dividing the NAVD 88
 CN1098.geopotential number by the normal gravity value computed on the
 CN1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1098.degrees latitude (g = 980.6199 gals.).
 CN1098
 CN1098.The modeled gravity was interpolated from observed gravity values.
 CN1098
 CN1098;                    North         East    Units  Estimated Accuracy
 CN1098;SPC AL W     -   222,250.      650,600.      MT  (+/- 180 meters Scaled)
 CN1098
 CN1098                          SUPERSEDED SURVEY CONTROL
 CN1098
 CN1098  NGVD 29 (??/??/92)   89.301  (m)          292.98   (f) ADJ UNCH    2 0
 CN1098
 CN1098.Superseded values are not recommended for survey control.
 CN1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1098.See file dsdata.txt to determine how the superseded data were derived.
 CN1098
 CN1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA033408(NAD 83)
 CN1098_MARKER: DB = BENCH MARK DISK
 CN1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1098_STAMPING: C 351 1951
 CN1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1098+STABILITY: SURFACE MOTION
 CN1098
 CN1098  HISTORY     - Date     Condition        Report By
 CN1098  HISTORY     - 1951     MONUMENTED       CGS
 CN1098  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 CN1098
 CN1098                          STATION DESCRIPTION
 CN1098
 CN1098'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN1098'IN FURMAN.
 CN1098'AT FURMAN, ALONG STATE HIGHWAY 11, AT THE CROSSROADS, 39 FEET SOUTH OF
 CN1098'THE CENTER LINE OF THE HIGHWAY, 46 FEET SOUTHWEST OF THE CENTER OF THE
 CN1098'INTERSECTION, 22 FEET WEST OF A 48-INCH OAK TREE, 135 FEET SOUTHEAST
 CN1098'AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF THE T.M. LEE PURE
 CN1098'OIL STATION, 31 FEET SOUTHWEST OF THE WEST END OF AN 18-INCH PIPE
 CN1098'CULVERT UNDER ROAD SOUTH, 1 FOOT NORTH OF A FENCE LINE, 2 FEET
 CN1098'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 CN1098'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 CN1098
 CN1098                          STATION RECOVERY (1983)
 CN1098
 CN1098'RECOVERY NOTE BY US POWER SQUADRON 1983 (SKS)
 CN1098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1094 ***********************************************************************
 CN1094  DESIGNATION -  C 352
 CN1094  PID         -  CN1094
 CN1094  STATE/COUNTY-  AL/WILCOX
 CN1094  USGS QUAD   -  MINTER (1987)
 CN1094
 CN1094                         *CURRENT SURVEY CONTROL
 CN1094  ___________________________________________________________________
 CN1094* NAD 83(1986)-  32 01 26.     (N)    086 57 00.     (W)     SCALED    
 CN1094* NAVD 88     -        60.995  (meters)     200.11   (feet)  ADJUSTED  
 CN1094  ___________________________________________________________________
 CN1094  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CN1094  DYNAMIC HT  -          60.924 (meters)     199.88  (feet)  COMP
 CN1094  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 CN1094
 CN1094  VERT ORDER  -  SECOND    CLASS 0
 CN1094
 CN1094.The horizontal coordinates were scaled from a topographic map and have
 CN1094.an estimated accuracy of +/- 6 seconds.
 CN1094
 CN1094.The orthometric height was determined by differential leveling
 CN1094.and adjusted by the National Geodetic Survey in June 1991..
 CN1094
 CN1094.The geoid height was determined by GEOID03.
 CN1094
 CN1094.The dynamic height is computed by dividing the NAVD 88
 CN1094.geopotential number by the normal gravity value computed on the
 CN1094.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1094.degrees latitude (g = 980.6199 gals.).
 CN1094
 CN1094.The modeled gravity was interpolated from observed gravity values.
 CN1094
 CN1094;                    North         East    Units  Estimated Accuracy
 CN1094;SPC AL W     -   224,510.      651,960.      MT  (+/- 180 meters Scaled)
 CN1094
 CN1094                          SUPERSEDED SURVEY CONTROL
 CN1094
 CN1094  NGVD 29 (??/??/92)   60.96   (m)          200.0    (f) COMPUTED    2 0
 CN1094
 CN1094.Superseded values are not recommended for survey control.
 CN1094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1094.See file dsdata.txt to determine how the superseded data were derived.
 CN1094
 CN1094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA047430(NAD 83)
 CN1094_MARKER: DB = BENCH MARK DISK
 CN1094_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1094_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1094_STAMPING: C 352 1951
 CN1094_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1094+STABILITY: SURFACE MOTION
 CN1094
 CN1094  HISTORY     - Date     Condition        Report By
 CN1094  HISTORY     - 1951     MONUMENTED       CGS
 CN1094  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1094
 CN1094                          STATION DESCRIPTION
 CN1094
 CN1094'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN1094'1.9 MI NE FROM FURMAN.
 CN1094'ABOUT 0.25 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 CN1094'OF STATE HIGHWAY 11 AT FURMAN, THENCE ABOUT 1.65 MILES NORTHEAST ALONG
 CN1094'A DIRT ROAD, ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING
 CN1094'NORTHWEST AND SOUTHWEST, ABOUT 200 YARDS SOUTHWEST OF A BARN AND LARGE
 CN1094'CATTLE PEN LOCATED IN A PASTURE, AT THE JUNCTION OF A FARM ROAD EAST,
 CN1094'21 FEET EAST OF THE CENTER LINE OF ROAD, 15 FEET NORTH OF THE CENTER
 CN1094'LINE OF ROAD EAST, 8 1/2 FEET NORTH OF THE NORTH GATE POST OF GATE
 CN1094'ACROSS ROAD EAST, 1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE
 CN1094'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN1094'CONCRETE POST PROJECTING 5 INCHES.
 CN1094
 CN1094                          STATION RECOVERY (1984)
 CN1094
 CN1094'RECOVERY NOTE BY US POWER SQUADRON 1984 (WLC)
 CN1094'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0684 ***********************************************************************
 BU0684  DESIGNATION -  C 353
 BU0684  PID         -  BU0684
 BU0684  STATE/COUNTY-  AL/MONROE
 BU0684  USGS QUAD   -  PINE APPLE SOUTH (1981)
 BU0684
 BU0684                         *CURRENT SURVEY CONTROL
 BU0684  ___________________________________________________________________
 BU0684* NAD 83(1986)-  31 46 56.     (N)    086 59 29.     (W)     SCALED    
 BU0684* NAVD 88     -       123.290  (meters)     404.49   (feet)  ADJUSTED  
 BU0684  ___________________________________________________________________
 BU0684  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BU0684  DYNAMIC HT  -         123.142 (meters)     404.01  (feet)  COMP
 BU0684  MODELED GRAV-     979,436.5   (mgal)                       NAVD 88
 BU0684
 BU0684  VERT ORDER  -  SECOND    CLASS 0
 BU0684
 BU0684.The horizontal coordinates were scaled from a topographic map and have
 BU0684.an estimated accuracy of +/- 6 seconds.
 BU0684
 BU0684.The orthometric height was determined by differential leveling
 BU0684.and adjusted by the National Geodetic Survey in June 1991..
 BU0684
 BU0684.The geoid height was determined by GEOID03.
 BU0684
 BU0684.The dynamic height is computed by dividing the NAVD 88
 BU0684.geopotential number by the normal gravity value computed on the
 BU0684.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0684.degrees latitude (g = 980.6199 gals.).
 BU0684
 BU0684.The modeled gravity was interpolated from observed gravity values.
 BU0684
 BU0684;                    North         East    Units  Estimated Accuracy
 BU0684;SPC AL W     -   197,690.      648,170.      MT  (+/- 180 meters Scaled)
 BU0684
 BU0684                          SUPERSEDED SURVEY CONTROL
 BU0684
 BU0684  NGVD 29 (??/??/92)  123.267  (m)          404.42   (f) ADJ UNCH    2 0
 BU0684
 BU0684.Superseded values are not recommended for survey control.
 BU0684.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0684.See file dsdata.txt to determine how the superseded data were derived.
 BU0684
 BU0684_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA008162(NAD 83)
 BU0684_MARKER: DB = BENCH MARK DISK
 BU0684_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0684_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0684_STAMPING: C 353 1951
 BU0684_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0684+STABILITY: SURFACE MOTION
 BU0684
 BU0684  HISTORY     - Date     Condition        Report By
 BU0684  HISTORY     - 1951     MONUMENTED       CGS
 BU0684
 BU0684                          STATION DESCRIPTION
 BU0684
 BU0684'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0684'0.9 MI N FROM OLD TEXAS.
 BU0684'0.9 MILE NORTHEAST ALONG STATE HIGHWAY 47 FROM THE CROSSROADS AT OLD
 BU0684'TEXAS, AT THE JUNCTION OF A ROAD EAST, 51 FEET EAST OF THE CENTER LINE
 BU0684'OF THE HIGHWAY, 30 FEET SOUTH OF THE CENTER LINE OF THE SIDE ROAD, 35
 BU0684'1/2 FEET SOUTHEAST OF THE SOUTH END OF A 14-INCH PIPE CULVERT UNDER
 BU0684'ROAD EAST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 BU0684'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BU0684'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0849 ***********************************************************************
 BU0849  DESIGNATION -  C 354
 BU0849  PID         -  BU0849
 BU0849  STATE/COUNTY-  AL/WILCOX
 BU0849  USGS QUAD   -  OAK HILL (1981)
 BU0849
 BU0849                         *CURRENT SURVEY CONTROL
 BU0849  ___________________________________________________________________
 BU0849* NAD 83(1986)-  31 59 29.     (N)    087 00 34.     (W)     SCALED    
 BU0849* NAVD 88     -        56.233  (meters)     184.49   (feet)  ADJUSTED  
 BU0849  ___________________________________________________________________
 BU0849  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BU0849  DYNAMIC HT  -          56.167 (meters)     184.27  (feet)  COMP
 BU0849  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 BU0849
 BU0849  VERT ORDER  -  SECOND    CLASS 0
 BU0849
 BU0849.The horizontal coordinates were scaled from a topographic map and have
 BU0849.an estimated accuracy of +/- 6 seconds.
 BU0849
 BU0849.The orthometric height was determined by differential leveling
 BU0849.and adjusted by the National Geodetic Survey in June 1991..
 BU0849
 BU0849.The geoid height was determined by GEOID03.
 BU0849
 BU0849.The dynamic height is computed by dividing the NAVD 88
 BU0849.geopotential number by the normal gravity value computed on the
 BU0849.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0849.degrees latitude (g = 980.6199 gals.).
 BU0849
 BU0849.The modeled gravity was interpolated from observed gravity values.
 BU0849
 BU0849;                    North         East    Units  Estimated Accuracy
 BU0849;SPC AL W     -   220,880.      646,360.      MT  (+/- 180 meters Scaled)
 BU0849
 BU0849                          SUPERSEDED SURVEY CONTROL
 BU0849
 BU0849  NGVD 29 (??/??/92)   56.200  (m)          184.38   (f) ADJ UNCH    2 0
 BU0849
 BU0849.Superseded values are not recommended for survey control.
 BU0849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0849.See file dsdata.txt to determine how the superseded data were derived.
 BU0849
 BU0849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA991394(NAD 83)
 BU0849_MARKER: DB = BENCH MARK DISK
 BU0849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0849_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0849_STAMPING: C 354 1951
 BU0849_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0849+STABILITY: SURFACE MOTION
 BU0849
 BU0849  HISTORY     - Date     Condition        Report By
 BU0849  HISTORY     - 1951     MONUMENTED       CGS
 BU0849
 BU0849                          STATION DESCRIPTION
 BU0849
 BU0849'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0849'1.0 MI S FROM SNOW HILL.
 BU0849'ABOUT 1.0 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0849'THE STATION AT SNOW HILL, AT A FENCE CORNER AND AT A POWER LINE
 BU0849'CROSSING, 49 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 250
 BU0849'FEET NORTH AND ACROSS THE TRACK FROM MILE POST 689, 139 FEET SOUTHWEST
 BU0849'OF THE NORTHWEST END OF A 4-FOOT CONCRETE PIPE CULVERT UNDER TRACK, 3
 BU0849'1/2 FEET NORTHEAST OF THE FENCE CORNER, 16 FEET SOUTH OF POWER LINE, 2
 BU0849'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BU0849'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1055 ***********************************************************************
 BU1055  DESIGNATION -  C 355
 BU1055  PID         -  BU1055
 BU1055  STATE/COUNTY-  AL/MONROE
 BU1055  USGS QUAD   -  BEATRICE (1981)
 BU1055
 BU1055                         *CURRENT SURVEY CONTROL
 BU1055  ___________________________________________________________________
 BU1055* NAD 83(1986)-  31 39 08.     (N)    087 12 42.     (W)     SCALED    
 BU1055* NAVD 88     -       123.767  (meters)     406.06   (feet)  ADJUSTED  
 BU1055  ___________________________________________________________________
 BU1055  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 BU1055  DYNAMIC HT  -         123.617 (meters)     405.57  (feet)  COMP
 BU1055  MODELED GRAV-     979,426.9   (mgal)                       NAVD 88
 BU1055
 BU1055  VERT ORDER  -  SECOND    CLASS 0
 BU1055
 BU1055.The horizontal coordinates were scaled from a topographic map and have
 BU1055.an estimated accuracy of +/- 6 seconds.
 BU1055
 BU1055.The orthometric height was determined by differential leveling
 BU1055.and adjusted by the National Geodetic Survey in June 1991..
 BU1055
 BU1055.The geoid height was determined by GEOID03.
 BU1055
 BU1055.The dynamic height is computed by dividing the NAVD 88
 BU1055.geopotential number by the normal gravity value computed on the
 BU1055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1055.degrees latitude (g = 980.6199 gals.).
 BU1055
 BU1055.The modeled gravity was interpolated from observed gravity values.
 BU1055
 BU1055;                    North         East    Units  Estimated Accuracy
 BU1055;SPC AL W     -   183,200.      627,350.      MT  (+/- 180 meters Scaled)
 BU1055
 BU1055                          SUPERSEDED SURVEY CONTROL
 BU1055
 BU1055  NGVD 29 (??/??/92)  123.747  (m)          405.99   (f) ADJ UNCH    2 0
 BU1055
 BU1055.Superseded values are not recommended for survey control.
 BU1055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1055.See file dsdata.txt to determine how the superseded data were derived.
 BU1055
 BU1055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA799019(NAD 83)
 BU1055_MARKER: DB = BENCH MARK DISK
 BU1055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1055_STAMPING: C 355 1951
 BU1055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1055+STABILITY: SURFACE MOTION
 BU1055
 BU1055  HISTORY     - Date     Condition        Report By
 BU1055  HISTORY     - 1951     MONUMENTED       CGS
 BU1055
 BU1055                          STATION DESCRIPTION
 BU1055
 BU1055'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1055'2.25 MI NE FROM TUNNEL SPRINGS.
 BU1055'ABOUT 1.75 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE LOUISVILLE
 BU1055'AND NASHVILLE RAILROAD STATION AT TUNNEL SPRINGS, THENCE ABOUT 0.5
 BU1055'MILE EAST ALONG A GRAVEL ROAD, ABOUT 0.4 MILE EAST OF A ROAD SOUTH, AT
 BU1055'THE JUNCTION OF A DRIVE SOUTH TO A FARM HOUSE WITH BRICK SIDING, 79
 BU1055'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 25 FEET EAST OF THE CENTER
 BU1055'LINE OF DRIVE, 3 FEET WEST OF A POWER POLE, 90 FEET NORTH OF A 40-INCH
 BU1055'OAK TREE, IN LINE WITH THE ROW OF POLES, 2 FEET WEST OF A WHITE WOODEN
 BU1055'WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 BU1055'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0662 ***********************************************************************
 BU0662  DESIGNATION -  C 356
 BU0662  PID         -  BU0662
 BU0662  STATE/COUNTY-  AL/CONECUH
 BU0662  USGS QUAD   -  BETHEL (1971)
 BU0662
 BU0662                         *CURRENT SURVEY CONTROL
 BU0662  ___________________________________________________________________
 BU0662* NAD 83(1986)-  31 39 50.     (N)    086 55 45.     (W)     SCALED    
 BU0662* NAVD 88     -        98.012  (meters)     321.56   (feet)  ADJUSTED  
 BU0662  ___________________________________________________________________
 BU0662  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BU0662  DYNAMIC HT  -          97.893 (meters)     321.17  (feet)  COMP
 BU0662  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 BU0662
 BU0662  VERT ORDER  -  SECOND    CLASS 0
 BU0662
 BU0662.The horizontal coordinates were scaled from a topographic map and have
 BU0662.an estimated accuracy of +/- 6 seconds.
 BU0662
 BU0662.The orthometric height was determined by differential leveling
 BU0662.and adjusted by the National Geodetic Survey in June 1991..
 BU0662
 BU0662.The geoid height was determined by GEOID03.
 BU0662
 BU0662.The dynamic height is computed by dividing the NAVD 88
 BU0662.geopotential number by the normal gravity value computed on the
 BU0662.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0662.degrees latitude (g = 980.6199 gals.).
 BU0662
 BU0662.The modeled gravity was interpolated from observed gravity values.
 BU0662
 BU0662;                    North         East    Units  Estimated Accuracy
 BU0662;SPC AL W     -   184,600.      654,130.      MT  (+/- 180 meters Scaled)
 BU0662
 BU0662                          SUPERSEDED SURVEY CONTROL
 BU0662
 BU0662  NGVD 29 (??/??/92)   98.000  (m)          321.52   (f) ADJ UNCH    2 0
 BU0662
 BU0662.Superseded values are not recommended for survey control.
 BU0662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0662.See file dsdata.txt to determine how the superseded data were derived.
 BU0662
 BU0662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA067031(NAD 83)
 BU0662_MARKER: DB = BENCH MARK DISK
 BU0662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0662_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0662_STAMPING: C 356 1951
 BU0662_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0662+STABILITY: SURFACE MOTION
 BU0662
 BU0662  HISTORY     - Date     Condition        Report By
 BU0662  HISTORY     - 1951     MONUMENTED       CGS
 BU0662
 BU0662                          STATION DESCRIPTION
 BU0662
 BU0662'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0662'6.75 MI W FROM STARLINGTON.
 BU0662'4.0 MILES WEST ALONG STATE HIGHWAY 106 FROM THE SCHOOL AT STARLINGTON,
 BU0662'THENCE ABOUT 2.75 MILES WEST ALONG A DIRT ROAD, ABOUT 0.45 MILE EAST
 BU0662'OF THE JUNCTION OF A NORTHEAST-SOUTHWEST GRAVEL ROAD, ABOUT 0.3 MILE
 BU0662'WEST OF A WOODEN BRIDGE, AT THE TOP OF A GRADE, 50 FEET SOUTH OF THE
 BU0662'CENTER LINE OF THE ROAD, 21 YARDS SOUTHEAST OF THE TOP OF GRADE, 13
 BU0662'FEET SOUTHWEST OF THE CENTER LINE OF A WOODS TRAIL LEADING SOUTHEAST,
 BU0662'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 BU0662'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE--
 BU0662'MARK MAY BE REACHED FROM GARLAND, BUTLER COUNTY BY GOING ABOUT 3.15
 BU0662'MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DEANS STORE, THENCE
 BU0662'ABOUT 3.8 MILES WEST AND NORTHWEST ALONG A DIRT ROAD, THENCE ABOUT 4.3
 BU0662'MILES NORTH ALONG A BLACK TOP ROAD, THENCE ABOUT 0.4 MILE NORTH ALONG
 BU0662'A GRAVEL ROAD, THENCE ABOUT 0.45 MILE EAST ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0636 ***********************************************************************
 BU0636  DESIGNATION -  C 357
 BU0636  PID         -  BU0636
 BU0636  STATE/COUNTY-  AL/CONECUH
 BU0636  USGS QUAD   -  LYEFFION (1986)
 BU0636
 BU0636                         *CURRENT SURVEY CONTROL
 BU0636  ___________________________________________________________________
 BU0636* NAD 83(1986)-  31 35 40.     (N)    086 54 29.     (W)     SCALED    
 BU0636* NAVD 88     -        93.182  (meters)     305.71   (feet)  ADJUSTED  
 BU0636  ___________________________________________________________________
 BU0636  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BU0636  DYNAMIC HT  -          93.069 (meters)     305.34  (feet)  COMP
 BU0636  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 BU0636
 BU0636  VERT ORDER  -  SECOND    CLASS 0
 BU0636
 BU0636.The horizontal coordinates were scaled from a topographic map and have
 BU0636.an estimated accuracy of +/- 6 seconds.
 BU0636
 BU0636.The orthometric height was determined by differential leveling
 BU0636.and adjusted by the National Geodetic Survey in June 1991..
 BU0636
 BU0636.The geoid height was determined by GEOID03.
 BU0636
 BU0636.The dynamic height is computed by dividing the NAVD 88
 BU0636.geopotential number by the normal gravity value computed on the
 BU0636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0636.degrees latitude (g = 980.6199 gals.).
 BU0636
 BU0636.The modeled gravity was interpolated from observed gravity values.
 BU0636
 BU0636;                    North         East    Units  Estimated Accuracy
 BU0636;SPC AL W     -   176,910.      656,180.      MT  (+/- 180 meters Scaled)
 BU0636
 BU0636                          SUPERSEDED SURVEY CONTROL
 BU0636
 BU0636  NGVD 29 (??/??/92)   93.175  (m)          305.69   (f) ADJ UNCH    2 0
 BU0636
 BU0636.Superseded values are not recommended for survey control.
 BU0636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0636.See file dsdata.txt to determine how the superseded data were derived.
 BU0636
 BU0636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV087954(NAD 83)
 BU0636_MARKER: DB = BENCH MARK DISK
 BU0636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0636_STAMPING: C 357 1951
 BU0636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0636+STABILITY: SURFACE MOTION
 BU0636
 BU0636  HISTORY     - Date     Condition        Report By
 BU0636  HISTORY     - 1951     MONUMENTED       CGS
 BU0636
 BU0636                          STATION DESCRIPTION
 BU0636
 BU0636'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0636'6.25 MI NW FROM GARLAND.
 BU0636'3.15 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DEANS STORE
 BU0636'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT GARLAND, THENCE
 BU0636'ABOUT 3.1 MILES WEST AND NORTHWEST ALONG A DIRT ROAD, ABOUT 0.7 MILE
 BU0636'SOUTHEAST OF THE JUNCTION OF A NORTH-SOUTH BLACK TOP ROAD, 40 FEET
 BU0636'SOUTHWEST OF THE CENTER LINE OF ROAD, 32 FEET SOUTH OF A TRIANGULAR
 BU0636'BLAZED 22-INCH OAK TREE, 6 1/2 FEET EAST-SOUTHEAST OF A 20-INCH GUM
 BU0636'TREE, 5 1/2 FEET WEST OF AN 8-INCH ELM TREE, ABOUT 1 FOOT ABOVE THE
 BU0636'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1448 ***********************************************************************
 BU1448  DESIGNATION -  C 358
 BU1448  PID         -  BU1448
 BU1448  STATE/COUNTY-  AL/CONECUH
 BU1448  USGS QUAD   -  REPTON (1986)
 BU1448
 BU1448                         *CURRENT SURVEY CONTROL
 BU1448  ___________________________________________________________________
 BU1448* NAD 83(1986)-  31 28 48.     (N)    087 08 54.     (W)     SCALED    
 BU1448* NAVD 88     -        85.452  (meters)     280.35   (feet)  ADJUSTED  
 BU1448  ___________________________________________________________________
 BU1448  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU1448  DYNAMIC HT  -          85.346 (meters)     280.01  (feet)  COMP
 BU1448  MODELED GRAV-     979,397.4   (mgal)                       NAVD 88
 BU1448
 BU1448  VERT ORDER  -  SECOND    CLASS 0
 BU1448
 BU1448.The horizontal coordinates were scaled from a topographic map and have
 BU1448.an estimated accuracy of +/- 6 seconds.
 BU1448
 BU1448.The orthometric height was determined by differential leveling
 BU1448.and adjusted by the National Geodetic Survey in June 1991..
 BU1448
 BU1448.The geoid height was determined by GEOID03.
 BU1448
 BU1448.The dynamic height is computed by dividing the NAVD 88
 BU1448.geopotential number by the normal gravity value computed on the
 BU1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1448.degrees latitude (g = 980.6199 gals.).
 BU1448
 BU1448.The modeled gravity was interpolated from observed gravity values.
 BU1448
 BU1448;                    North         East    Units  Estimated Accuracy
 BU1448;SPC AL W     -   164,120.      633,410.      MT  (+/- 180 meters Scaled)
 BU1448
 BU1448                          SUPERSEDED SURVEY CONTROL
 BU1448
 BU1448  NGVD 29 (??/??/92)   85.441  (m)          280.32   (f) ADJ UNCH    2 0
 BU1448
 BU1448.Superseded values are not recommended for survey control.
 BU1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1448.See file dsdata.txt to determine how the superseded data were derived.
 BU1448
 BU1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV859828(NAD 83)
 BU1448_MARKER: DB = BENCH MARK DISK
 BU1448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1448_STAMPING: C 358 1951
 BU1448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1448+STABILITY: SURFACE MOTION
 BU1448
 BU1448  HISTORY     - Date     Condition        Report By
 BU1448  HISTORY     - 1951     MONUMENTED       CGS
 BU1448
 BU1448                          STATION DESCRIPTION
 BU1448
 BU1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1448'0.7 MI W FROM NICHBURG.
 BU1448'0.7 MILE WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND JUNCTION OF ROAD
 BU1448'SOUTH AT NICHBURG, ABOUT 0.9 MILE WEST OF NICHBURG CHURCH, ABOUT 0.15
 BU1448'MILE WEST OF A BRIDGE OVER DALE CREEK, ABOUT 0.6 MILE EAST OF THE EAST
 BU1448'CONCRETE BRIDGE OVER BURNT CORN CREEK, 55 FEET SOUTH OF THE CENTER
 BU1448'LINE OF THE ROAD, 30 FEET NORTHWEST OF THE CENTER LINE OF A SMALL ROAD
 BU1448'LEADING SOUTHWEST TO A FARM HOUSE, 80 FEET SOUTHWEST OF THE WEST END
 BU1448'OF AN 18-INCH PIPE CULVERT UNDER ROAD SOUTHWEST TO HOUSE, ABOUT 2 FEET
 BU1448'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BU1448'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0376 ***********************************************************************
 BU0376  DESIGNATION -  C 359
 BU0376  PID         -  BU0376
 BU0376  STATE/COUNTY-  AL/CONECUH
 BU0376  USGS QUAD   -  EVERGREEN (1982)
 BU0376
 BU0376                         *CURRENT SURVEY CONTROL
 BU0376  ___________________________________________________________________
 BU0376* NAD 83(1986)-  31 27 19.     (N)    086 57 46.     (W)     SCALED    
 BU0376* NAVD 88     -       102.986  (meters)     337.88   (feet)  ADJUSTED  
 BU0376  ___________________________________________________________________
 BU0376  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BU0376  DYNAMIC HT  -         102.858 (meters)     337.46  (feet)  COMP
 BU0376  MODELED GRAV-     979,402.9   (mgal)                       NAVD 88
 BU0376
 BU0376  VERT ORDER  -  SECOND    CLASS 0
 BU0376
 BU0376.The horizontal coordinates were scaled from a topographic map and have
 BU0376.an estimated accuracy of +/- 6 seconds.
 BU0376
 BU0376.The orthometric height was determined by differential leveling
 BU0376.and adjusted by the National Geodetic Survey in June 1991..
 BU0376
 BU0376.The geoid height was determined by GEOID03.
 BU0376
 BU0376.The dynamic height is computed by dividing the NAVD 88
 BU0376.geopotential number by the normal gravity value computed on the
 BU0376.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0376.degrees latitude (g = 980.6199 gals.).
 BU0376
 BU0376.The modeled gravity was interpolated from observed gravity values.
 BU0376
 BU0376;                    North         East    Units  Estimated Accuracy
 BU0376;SPC AL W     -   161,450.      651,060.      MT  (+/- 180 meters Scaled)
 BU0376
 BU0376                          SUPERSEDED SURVEY CONTROL
 BU0376
 BU0376  NGVD 29 (??/??/92)  102.990  (m)          337.89   (f) ADJ UNCH    2 0
 BU0376
 BU0376.Superseded values are not recommended for survey control.
 BU0376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0376.See file dsdata.txt to determine how the superseded data were derived.
 BU0376
 BU0376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV035800(NAD 83)
 BU0376_MARKER: DB = BENCH MARK DISK
 BU0376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0376_STAMPING: C 359 1951
 BU0376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0376+STABILITY: SURFACE MOTION
 BU0376
 BU0376  HISTORY     - Date     Condition        Report By
 BU0376  HISTORY     - 1951     MONUMENTED       CGS
 BU0376  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0376
 BU0376                          STATION DESCRIPTION
 BU0376
 BU0376'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0376'1.6 MI NW FROM EVERGREEN.
 BU0376'1.6 MILES NORTHWEST ALONG STATE HIGHWAY 83 FROM THE POST FFICE AT
 BU0376'EVERGREEN, AT THE NORTHWEST END OF A CUT, AT A STATE HIGHWAY
 BU0376'DEPARTMENT CAMP, 68 1/2 FEET NORTHEAST OF THE CENTER LINE OF THE
 BU0376'HIGHWAY, 23 FEET SOUTHEAST OF THE CENTER LINE OF A DRIVE TO HIGHWAY
 BU0376'DEPARTMENT CAMP, 28 FEET WEST OF THE WEST CORNER OF OFFICE BUILDING TO
 BU0376'HIGHWAY DEPT. CAMP, 10 FEET SOUTHEAST OF AN 8-INCH CEDAR TREE, ABOUT
 BU0376'1/2 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU0376'PROJECTING 2 INCHES.
 BU0376
 BU0376                          STATION RECOVERY (1976)
 BU0376
 BU0376'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0376'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0913 ***********************************************************************
 DH0913  DESIGNATION -  C 36
 DH0913  PID         -  DH0913
 DH0913  STATE/COUNTY-  AL/SHELBY
 DH0913  USGS QUAD   -  WESTOVER (1982)
 DH0913
 DH0913                         *CURRENT SURVEY CONTROL
 DH0913  ___________________________________________________________________
 DH0913* NAD 83(1986)-  33 20 51.     (N)    086 32 13.     (W)     SCALED    
 DH0913* NAVD 88     -       139.333  (meters)     457.13   (feet)  ADJUSTED  
 DH0913  ___________________________________________________________________
 DH0913  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH0913  DYNAMIC HT  -         139.179 (meters)     456.62  (feet)  COMP
 DH0913  MODELED GRAV-     979,530.1   (mgal)                       NAVD 88
 DH0913
 DH0913  VERT ORDER  -  SECOND    CLASS 0
 DH0913
 DH0913.The horizontal coordinates were scaled from a topographic map and have
 DH0913.an estimated accuracy of +/- 6 seconds.
 DH0913
 DH0913.The orthometric height was determined by differential leveling
 DH0913.and adjusted by the National Geodetic Survey in June 1991..
 DH0913
 DH0913.The geoid height was determined by GEOID03.
 DH0913
 DH0913.The dynamic height is computed by dividing the NAVD 88
 DH0913.geopotential number by the normal gravity value computed on the
 DH0913.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0913.degrees latitude (g = 980.6199 gals.).
 DH0913
 DH0913.The modeled gravity was interpolated from observed gravity values.
 DH0913
 DH0913;                    North         East    Units  Estimated Accuracy
 DH0913;SPC AL W     -   371,560.      689,640.      MT  (+/- 180 meters Scaled)
 DH0913
 DH0913                          SUPERSEDED SURVEY CONTROL
 DH0913
 DH0913  NGVD 29 (??/??/92)  139.280  (m)          456.95   (f) ADJ UNCH    2 0
 DH0913
 DH0913.Superseded values are not recommended for survey control.
 DH0913.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0913.See file dsdata.txt to determine how the superseded data were derived.
 DH0913
 DH0913_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB430899(NAD 83)
 DH0913_MARKER: DB = BENCH MARK DISK
 DH0913_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0913_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0913_STAMPING: C 36 1934
 DH0913_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0913+STABILITY: SURFACE MOTION
 DH0913
 DH0913  HISTORY     - Date     Condition        Report By
 DH0913  HISTORY     - 1934     MONUMENTED       CGS
 DH0913  HISTORY     - 1947     GOOD             NGS
 DH0913  HISTORY     - 1949     GOOD             NGS
 DH0913
 DH0913                          STATION DESCRIPTION
 DH0913
 DH0913'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0913'IN WESTOVER.
 DH0913'AT WESTOVER, ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD, 123
 DH0913'FEET WEST AND ACROSS A ROAD FROM THE SOUTHWEST CORNER OF THE STATION,
 DH0913'100 FEET WEST OF THE CENTER LINE OF THE ROAD, ABOUT 145 YARDS EAST OF
 DH0913'MILE POST NJ 939, 77 FEET SOUTHWEST OF A MAIL CRANE, 45 FEET NORTHWEST
 DH0913'OF THE NORTHWEST CORNER OF THE L. H. BENTLEY GROCERY STORE, 27.8 FEET
 DH0913'SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 4.5 FEET NORTHEAST OF A
 DH0913'TELEPHONE POLE, ABOUT 4 FEET BELOW THE TRACK AND SET IN THE TOP OF A
 DH0913'CONCRETE POST PROJECTING 4 INCHES.
 DH0913
 DH0913                          STATION RECOVERY (1949)
 DH0913
 DH0913'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DH0913'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1042 ***********************************************************************
 EF1042  DESIGNATION -  C 360
 EF1042  PID         -  EF1042
 EF1042  STATE/COUNTY-  AL/COLBERT
 EF1042  USGS QUAD   -  CHEROKEE (1988)
 EF1042
 EF1042                         *CURRENT SURVEY CONTROL
 EF1042  ___________________________________________________________________
 EF1042* NAD 83(1986)-  34 50 00.     (N)    087 57 11.     (W)     SCALED    
 EF1042* NAVD 88     -       153.921  (meters)     504.99   (feet)  POSTED    
 EF1042  ___________________________________________________________________
 EF1042  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EF1042  DYNAMIC HT  -         153.770 (meters)     504.49  (feet)  COMP
 EF1042  MODELED GRAV-     979,677.8   (mgal)                       NAVD 88
 EF1042
 EF1042  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EF1042
 EF1042.The horizontal coordinates were scaled from a topographic map and have
 EF1042.an estimated accuracy of +/- 6 seconds.
 EF1042
 EF1042.The orthometric height was determined by differential leveling
 EF1042.and adjusted by the National Geodetic Survey in 1992..
 EF1042.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EF1042.rate of 2.1 thru 3.0 mm/km.
 EF1042
 EF1042.The geoid height was determined by GEOID03.
 EF1042
 EF1042.The dynamic height is computed by dividing the NAVD 88
 EF1042.geopotential number by the normal gravity value computed on the
 EF1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1042.degrees latitude (g = 980.6199 gals.).
 EF1042
 EF1042.The modeled gravity was interpolated from observed gravity values.
 EF1042
 EF1042;                    North         East    Units  Estimated Accuracy
 EF1042;SPC AL W     -   536,050.      558,560.      MT  (+/- 180 meters Scaled)
 EF1042
 EF1042                          SUPERSEDED SURVEY CONTROL
 EF1042
 EF1042  NGVD 29 (??/??/92)  153.911  (m)          504.96   (f) ADJ UNCH    1 2
 EF1042
 EF1042.Superseded values are not recommended for survey control.
 EF1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1042.See file dsdata.txt to determine how the superseded data were derived.
 EF1042
 EF1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD128549(NAD 83)
 EF1042_MARKER: DB = BENCH MARK DISK
 EF1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1042_STAMPING: C 360 1959
 EF1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1042+STABILITY: SURFACE MOTION
 EF1042
 EF1042  HISTORY     - Date     Condition        Report By
 EF1042  HISTORY     - 1959     MONUMENTED       CGS
 EF1042
 EF1042                          STATION DESCRIPTION
 EF1042
 EF1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EF1042'5.8 MI N FROM CHEROKEE.
 EF1042'ABOUT 5.15 MILES NORTH ALONG COUNTY ROAD 15 FROM THE CROSSING OF THE
 EF1042'SOUTHERN RAILWAY AT CHEROKEE, THENCE ABOUT 0.1 MILE NORTH ALONG A
 EF1042'BLACK TOP ROAD, THENCE ABOUT 0.55 MILE EAST ALONG A GRAVEL ROAD
 EF1042'LEADING TO GEORGETOWN LANDING, IN S 1 - T 3 S - R 14 W, 0.4 MILE
 EF1042'SOUTHWEST OF A DIRT ROAD LEADING NORTH TO A GROUP OF WOODEN FRAME
 EF1042'HOUSES, 46 FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF GRAVEL ROAD AND
 EF1042'THE CENTER OF A CATTLE GUARD ACROSS ROAD, 13 FEET NORTHEAST OF A FENCE
 EF1042'LINE, 4 1/2 FEET SOUTH OF A POWER LINE POLE, 2.4 FEET EAST OF A STEEL
 EF1042'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE GRAVEL ROAD, AND SET
 EF1042'IN TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0964 ***********************************************************************
 BU0964  DESIGNATION -  C 362
 BU0964  PID         -  BU0964
 BU0964  STATE/COUNTY-  AL/MONROE
 BU0964  USGS QUAD   -  FRANKLIN (1981)
 BU0964
 BU0964                         *CURRENT SURVEY CONTROL
 BU0964  ___________________________________________________________________
 BU0964* NAD 83(1986)-  31 42 04.     (N)    087 24 08.     (W)     SCALED    
 BU0964* NAVD 88     -        94.406  (meters)     309.73   (feet)  ADJUSTED  
 BU0964  ___________________________________________________________________
 BU0964  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU0964  DYNAMIC HT  -          94.291 (meters)     309.35  (feet)  COMP
 BU0964  MODELED GRAV-     979,420.5   (mgal)                       NAVD 88
 BU0964
 BU0964  VERT ORDER  -  SECOND    CLASS 0
 BU0964
 BU0964.The horizontal coordinates were scaled from a topographic map and have
 BU0964.an estimated accuracy of +/- 6 seconds.
 BU0964
 BU0964.The orthometric height was determined by differential leveling
 BU0964.and adjusted by the National Geodetic Survey in June 1991..
 BU0964
 BU0964.The geoid height was determined by GEOID03.
 BU0964
 BU0964.The dynamic height is computed by dividing the NAVD 88
 BU0964.geopotential number by the normal gravity value computed on the
 BU0964.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0964.degrees latitude (g = 980.6199 gals.).
 BU0964
 BU0964.The modeled gravity was interpolated from observed gravity values.
 BU0964
 BU0964;                    North         East    Units  Estimated Accuracy
 BU0964;SPC AL W     -   188,590.      609,270.      MT  (+/- 180 meters Scaled)
 BU0964
 BU0964                          SUPERSEDED SURVEY CONTROL
 BU0964
 BU0964  NGVD 29 (??/??/92)   94.378  (m)          309.64   (f) ADJ UNCH    2 0
 BU0964
 BU0964.Superseded values are not recommended for survey control.
 BU0964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0964.See file dsdata.txt to determine how the superseded data were derived.
 BU0964
 BU0964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA618073(NAD 83)
 BU0964_MARKER: DB = BENCH MARK DISK
 BU0964_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0964_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0964_STAMPING: C 362 1951
 BU0964_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0964+STABILITY: SURFACE MOTION
 BU0964
 BU0964  HISTORY     - Date     Condition        Report By
 BU0964  HISTORY     - 1951     MONUMENTED       CGS
 BU0964
 BU0964                          STATION DESCRIPTION
 BU0964
 BU0964'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0964'1.0 MI SE FROM FRANKLIN.
 BU0964'ABOUT 1.0 MILE SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE METHODIST
 BU0964'CHURCH AT FRANKLIN, ABOUT 0.65 MILE NORTHWEST OF A CHURCH AND
 BU0964'CEMETERY, ABOUT 0.6 NORTHWEST OF A SIDE ROAD NORTH AND A SMALL
 BU0964'CEMETERY, AT THE JUNCTION OF A PRIVATE ROAD NORTHEAST, 41 FEET
 BU0964'NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 15 FEET NORTHWEST OF THE
 BU0964'CENTER LINE OF PRIVATE ROAD, 172 FEET NORTHWEST AND ACROSS PRIVATE
 BU0964'ROAD FROM THE NORTH CORNER OF A 6-FOOT CONCRETE CULVERT, 1 1/2 FEET
 BU0964'SOUTHEAST OF A FENCE CORNER, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN
 BU0964'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0958 ***********************************************************************
 BU0958  DESIGNATION -  C 363
 BU0958  PID         -  BU0958
 BU0958  STATE/COUNTY-  AL/MONROE
 BU0958  USGS QUAD   -  FRANKLIN (1981)
 BU0958
 BU0958                         *CURRENT SURVEY CONTROL
 BU0958  ___________________________________________________________________
 BU0958* NAD 83(1986)-  31 38 08.     (N)    087 24 34.     (W)     SCALED    
 BU0958* NAVD 88     -        96.465  (meters)     316.49   (feet)  ADJUSTED  
 BU0958  ___________________________________________________________________
 BU0958  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BU0958  DYNAMIC HT  -          96.348 (meters)     316.10  (feet)  COMP
 BU0958  MODELED GRAV-     979,428.3   (mgal)                       NAVD 88
 BU0958
 BU0958  VERT ORDER  -  SECOND    CLASS 0
 BU0958
 BU0958.The horizontal coordinates were scaled from a topographic map and have
 BU0958.an estimated accuracy of +/- 6 seconds.
 BU0958
 BU0958.The orthometric height was determined by differential leveling
 BU0958.and adjusted by the National Geodetic Survey in June 1991..
 BU0958
 BU0958.The geoid height was determined by GEOID03.
 BU0958
 BU0958.The dynamic height is computed by dividing the NAVD 88
 BU0958.geopotential number by the normal gravity value computed on the
 BU0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0958.degrees latitude (g = 980.6199 gals.).
 BU0958
 BU0958.The modeled gravity was interpolated from observed gravity values.
 BU0958
 BU0958;                    North         East    Units  Estimated Accuracy
 BU0958;SPC AL W     -   181,320.      608,590.      MT  (+/- 180 meters Scaled)
 BU0958
 BU0958                          SUPERSEDED SURVEY CONTROL
 BU0958
 BU0958  NGVD 29 (??/??/92)   96.438  (m)          316.40   (f) ADJ UNCH    2 0
 BU0958
 BU0958.Superseded values are not recommended for survey control.
 BU0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0958.See file dsdata.txt to determine how the superseded data were derived.
 BU0958
 BU0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA611001(NAD 83)
 BU0958_MARKER: DB = BENCH MARK DISK
 BU0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0958_STAMPING: C 363 1951
 BU0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0958+STABILITY: SURFACE MOTION
 BU0958
 BU0958  HISTORY     - Date     Condition        Report By
 BU0958  HISTORY     - 1951     MONUMENTED       CGS
 BU0958
 BU0958                          STATION DESCRIPTION
 BU0958
 BU0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0958'3.1 MI N FROM FOUNTAIN.
 BU0958'ABOUT 0.15 MILE EAST ALONG A GRAVEL ROAD FROM THE ST. LOUIS AND SAN
 BU0958'FRANCISCO RAILROAD STATION AT FOUNTAIN, THENCE ABOUT 0.55 MILE NORTH
 BU0958'ALONG A GRAVEL ROAD, THENCE ABOUT 2.4 MILES NORTHWEST AND NORTH ALONG
 BU0958'STATE HIGHWAY 11, ABOUT 0.8 MILE SOUTH OF A CHURCH, NEAR THE TOP OF A
 BU0958'GRADE, ALONG THE SOUTH SIDE OF A SMALL CLEARING, 79 FEET EAST OF THE
 BU0958'CENTER LINE OF THE HIGHWAY, 23 FEET SOUTHEAST OF THE CENTER LINE OF A
 BU0958'DIM ROAD NORTHEAST, 38 FEET EAST OF A LONE 14-INCH OAK TREE, ABOUT 1
 BU0958'FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU0958'PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE METHODIST
 BU0958'CHURCH AT FRANKLIN BY GOING ABOUT 5.95 MILES SOUTHEAST ALONG STATE
 BU0958'HIGHWAY 11.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1562 ***********************************************************************
 BU1562  DESIGNATION -  C 364
 BU1562  PID         -  BU1562
 BU1562  STATE/COUNTY-  AL/CLARKE
 BU1562  USGS QUAD   -  WHATLEY (1972)
 BU1562
 BU1562                         *CURRENT SURVEY CONTROL
 BU1562  ___________________________________________________________________
 BU1562* NAD 83(1986)-  31 42 40.     (N)    087 41 24.     (W)     SCALED    
 BU1562* NAVD 88     -        56.212  (meters)     184.42   (feet)  ADJUSTED  
 BU1562  ___________________________________________________________________
 BU1562  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU1562  DYNAMIC HT  -          56.144 (meters)     184.20  (feet)  COMP
 BU1562  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BU1562
 BU1562  VERT ORDER  -  FIRST     CLASS II
 BU1562
 BU1562.The horizontal coordinates were scaled from a topographic map and have
 BU1562.an estimated accuracy of +/- 6 seconds.
 BU1562
 BU1562.The orthometric height was determined by differential leveling
 BU1562.and adjusted by the National Geodetic Survey in June 1991..
 BU1562
 BU1562.The geoid height was determined by GEOID03.
 BU1562
 BU1562.The dynamic height is computed by dividing the NAVD 88
 BU1562.geopotential number by the normal gravity value computed on the
 BU1562.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1562.degrees latitude (g = 980.6199 gals.).
 BU1562
 BU1562.The modeled gravity was interpolated from observed gravity values.
 BU1562
 BU1562;                    North         East    Units  Estimated Accuracy
 BU1562;SPC AL W     -   189,710.      581,990.      MT  (+/- 180 meters Scaled)
 BU1562
 BU1562                          SUPERSEDED SURVEY CONTROL
 BU1562
 BU1562  NGVD 29 (??/??/92)   56.178  (m)          184.31   (f) ADJ UNCH    1 2
 BU1562
 BU1562.Superseded values are not recommended for survey control.
 BU1562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1562.See file dsdata.txt to determine how the superseded data were derived.
 BU1562
 BU1562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA346086(NAD 83)
 BU1562_MARKER: DB = BENCH MARK DISK
 BU1562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1562_STAMPING: C 364 1951
 BU1562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1562+STABILITY: SURFACE MOTION
 BU1562
 BU1562  HISTORY     - Date     Condition        Report By
 BU1562  HISTORY     - 1951     MONUMENTED       CGS
 BU1562
 BU1562                          STATION DESCRIPTION
 BU1562
 BU1562'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1562'3.9 MI SE FROM DICKINSON.
 BU1562'3.9 MILES SOUTHEAST AND SOUTH ALONG THE SOUTHERN RAILWAY FROM THE
 BU1562'STATION AT DICKINSON, ABOUT 0.8 MILE NORTH OF STATION SIGN AT POUNCY,
 BU1562'ABOUT 4.2 MILES NORTH OF THE STATION AT WHATLEY, 43 FEET WEST OF WEST
 BU1562'RAIL, 84 FEET SOUTHWEST OF SOUTHWEST CORNER OF TRESTLE NO. 66.7, 48
 BU1562'FEET NORTH OF CENTER LINE OF A LOGGING TRAIL LEADING WEST, 32 FEET
 BU1562'SOUTHWEST OF TELEPHONE POLE NO. 2639, 2 FEET NORTH OF A WHITE WOODEN
 BU1562'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF TRACK AND SET IN THE TOP OF
 BU1562'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1624 ***********************************************************************
 BU1624  DESIGNATION -  C 365
 BU1624  PID         -  BU1624
 BU1624  STATE/COUNTY-  AL/CLARKE
 BU1624  USGS QUAD   -  WHATLEY (1972)
 BU1624
 BU1624                         *CURRENT SURVEY CONTROL
 BU1624  ___________________________________________________________________
 BU1624* NAD 83(1986)-  31 40 06.     (N)    087 43 51.     (W)     SCALED    
 BU1624* NAVD 88     -       128.878  (meters)     422.83   (feet)  ADJUSTED  
 BU1624  ___________________________________________________________________
 BU1624  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BU1624  DYNAMIC HT  -         128.722 (meters)     422.32  (feet)  COMP
 BU1624  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 BU1624
 BU1624  VERT ORDER  -  FIRST     CLASS II
 BU1624
 BU1624.The horizontal coordinates were scaled from a topographic map and have
 BU1624.an estimated accuracy of +/- 6 seconds.
 BU1624
 BU1624.The orthometric height was determined by differential leveling
 BU1624.and adjusted by the National Geodetic Survey in June 1991..
 BU1624
 BU1624.The geoid height was determined by GEOID03.
 BU1624
 BU1624.The dynamic height is computed by dividing the NAVD 88
 BU1624.geopotential number by the normal gravity value computed on the
 BU1624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1624.degrees latitude (g = 980.6199 gals.).
 BU1624
 BU1624.The modeled gravity was interpolated from observed gravity values.
 BU1624
 BU1624;                    North         East    Units  Estimated Accuracy
 BU1624;SPC AL W     -   184,970.      578,110.      MT  (+/- 180 meters Scaled)
 BU1624
 BU1624                          SUPERSEDED SURVEY CONTROL
 BU1624
 BU1624  NGVD 29 (??/??/92)  128.848  (m)          422.73   (f) ADJ UNCH    1 2
 BU1624
 BU1624.Superseded values are not recommended for survey control.
 BU1624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1624.See file dsdata.txt to determine how the superseded data were derived.
 BU1624
 BU1624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA307039(NAD 83)
 BU1624_MARKER: DB = BENCH MARK DISK
 BU1624_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1624_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1624_STAMPING: C 365 1951
 BU1624_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1624+STABILITY: SURFACE MOTION
 BU1624
 BU1624  HISTORY     - Date     Condition        Report By
 BU1624  HISTORY     - 1951     MONUMENTED       CGS
 BU1624
 BU1624                          STATION DESCRIPTION
 BU1624
 BU1624'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1624'2.25 MI NW FROM WHATLEY.
 BU1624'2.25 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE OVERPASS
 BU1624'OVER THE SOUTHERN RAILWAY AT WHATLEY, ABOUT 3.4 MILES SOUTHEAST OF THE
 BU1624'JUNCTION OF U.S. HIGHWAY 43 AT GROVE HILL, AT A SMALL CEMETERY, 58 1/2
 BU1624'FEET SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY, 28 FEET SOUTHEAST OF
 BU1624'NORTHEAST FENCE CORNER OF CEMETERY, 12 FEET EAST OF CEMETERY FENCE, 39
 BU1624'FEET NORTH OF CENTER OF GATE TO CEMETERY, 2 FEET NORTHWEST OF HIGHWAY
 BU1624'R/W MARKER POST NO. 194+51, 4 FEET SOUTHWEST OF TELEPHONE POLE NO. 80,
 BU1624'ABOUT 5 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BU1624'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0102 ***********************************************************************
 BV0102  DESIGNATION -  C 366
 BV0102  PID         -  BV0102
 BV0102  STATE/COUNTY-  AL/WASHINGTON
 BV0102  USGS QUAD   -  MC INTOSH (1982)
 BV0102
 BV0102                         *CURRENT SURVEY CONTROL
 BV0102  ___________________________________________________________________
 BV0102* NAD 83(1986)-  31 18 58.     (N)    088 00 29.     (W)     SCALED    
 BV0102* NAVD 88     -        13.380  (meters)      43.90   (feet)  ADJUSTED  
 BV0102  ___________________________________________________________________
 BV0102  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 BV0102  DYNAMIC HT  -          13.364 (meters)      43.85  (feet)  COMP
 BV0102  MODELED GRAV-     979,405.0   (mgal)                       NAVD 88
 BV0102
 BV0102  VERT ORDER  -  FIRST     CLASS II
 BV0102
 BV0102.The horizontal coordinates were scaled from a topographic map and have
 BV0102.an estimated accuracy of +/- 6 seconds.
 BV0102
 BV0102.The orthometric height was determined by differential leveling
 BV0102.and adjusted by the National Geodetic Survey in June 1991..
 BV0102
 BV0102.The geoid height was determined by GEOID03.
 BV0102
 BV0102.The dynamic height is computed by dividing the NAVD 88
 BV0102.geopotential number by the normal gravity value computed on the
 BV0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0102.degrees latitude (g = 980.6199 gals.).
 BV0102
 BV0102.The modeled gravity was interpolated from observed gravity values.
 BV0102
 BV0102;                    North         East    Units  Estimated Accuracy
 BV0102;SPC AL W     -   146,010.      551,640.      MT  (+/- 180 meters Scaled)
 BV0102
 BV0102                          SUPERSEDED SURVEY CONTROL
 BV0102
 BV0102  NGVD 29 (??/??/92)   13.366  (m)           43.85   (f) ADJ UNCH    1 2
 BV0102
 BV0102.Superseded values are not recommended for survey control.
 BV0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0102.See file dsdata.txt to determine how the superseded data were derived.
 BV0102
 BV0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV040650(NAD 83)
 BV0102_MARKER: DB = BENCH MARK DISK
 BV0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0102_STAMPING: C 366 1951
 BV0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0102+STABILITY: SURFACE MOTION
 BV0102
 BV0102  HISTORY     - Date     Condition        Report By
 BV0102  HISTORY     - 1951     MONUMENTED       CGS
 BV0102  HISTORY     - 1977     POOR             USGS
 BV0102
 BV0102                          STATION DESCRIPTION
 BV0102
 BV0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BV0102'4.2 MI N FROM MCINTOSH.
 BV0102'ABOUT 4.2 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BV0102'MCINTOSH, 127 YARDS NORTH AND ACROSS TRACK FROM MILE POST 104, 262
 BV0102'FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF TRESTLE NO. 103.9 MB, 53
 BV0102'FEET EAST OF EAST RAIL, 15 FEET NORTH-NORTHWEST OF A 22-INCH OAK TREE,
 BV0102'5 FEET NORTH-NORTHWEST OF A 5-INCH BLACK JACK OAK TREE, 2 FEET WEST OF
 BV0102'A WHITE WOODEN WITNESS POST, ABOUT 5 1/2 FEET BELOW THE LEVEL OF TRACK
 BV0102'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BV0102
 BV0102                          STATION RECOVERY (1977)
 BV0102
 BV0102'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BV0102'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0085 ***********************************************************************
 BH0085  DESIGNATION -  C 367
 BH0085  PID         -  BH0085
 BH0085  STATE/COUNTY-  AL/MOBILE
 BH0085  USGS QUAD   -  CHICKASAW (1982)
 BH0085
 BH0085                         *CURRENT SURVEY CONTROL
 BH0085  ___________________________________________________________________
 BH0085* NAD 83(1986)-  30 51 47.     (N)    088 03 03.     (W)     SCALED    
 BH0085* NAVD 88     -         6.368  (meters)      20.89   (feet)  ADJUSTED  
 BH0085  ___________________________________________________________________
 BH0085  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH0085  DYNAMIC HT  -           6.360 (meters)      20.87  (feet)  COMP
 BH0085  MODELED GRAV-     979,355.2   (mgal)                       NAVD 88
 BH0085
 BH0085  VERT ORDER  -  FIRST     CLASS II
 BH0085
 BH0085.The horizontal coordinates were scaled from a topographic map and have
 BH0085.an estimated accuracy of +/- 6 seconds.
 BH0085
 BH0085.The orthometric height was determined by differential leveling
 BH0085.and adjusted by the National Geodetic Survey in June 1991..
 BH0085
 BH0085.The geoid height was determined by GEOID03.
 BH0085
 BH0085.The dynamic height is computed by dividing the NAVD 88
 BH0085.geopotential number by the normal gravity value computed on the
 BH0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0085.degrees latitude (g = 980.6199 gals.).
 BH0085
 BH0085.The modeled gravity was interpolated from observed gravity values.
 BH0085
 BH0085;                    North         East    Units  Estimated Accuracy
 BH0085;SPC AL W     -    95,800.      547,320.      MT  (+/- 180 meters Scaled)
 BH0085
 BH0085                          SUPERSEDED SURVEY CONTROL
 BH0085
 BH0085  NGVD 29 (??/??/??)    6.374  (m)           20.91   (f) ADJUSTED    1 2
 BH0085
 BH0085.Superseded values are not recommended for survey control.
 BH0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0085.See file dsdata.txt to determine how the superseded data were derived.
 BH0085
 BH0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV995148(NAD 83)
 BH0085_MARKER: DB = BENCH MARK DISK
 BH0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0085_STAMPING: C 367 1951
 BH0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0085+STABILITY: SURFACE MOTION
 BH0085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH0085+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 BH0085
 BH0085  HISTORY     - Date     Condition        Report By
 BH0085  HISTORY     - 1951     MONUMENTED       CGS
 BH0085  HISTORY     - 1971     GOOD             NGS
 BH0085  HISTORY     - 2000     GOOD             LOCENG
 BH0085  HISTORY     - 20020814 GOOD             JCLS
 BH0085  HISTORY     - 20040901 GOOD             JCLS
 BH0085  HISTORY     - 20060323 GOOD             JCLS
 BH0085
 BH0085                          STATION DESCRIPTION
 BH0085
 BH0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0085'2.15 MI S FROM CREOLA.
 BH0085'ABOUT 2.15 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BH0085'CREOLA, ABOUT 0.9 MILE SOUTH OF FLAG STATION AT PENNSYLVANIA, 182
 BH0085'YARDS NORTH OF A ROAD CROSSING, 352 YARDS NORTH OF MILE POST 136, 109
 BH0085'FEET EAST OF EAST RAIL, 145 FEET EAST OF TELEPHONE POLE NO. 342, 37
 BH0085'FEET EAST OF CENTER LINE OF A GRADED ROAD PARALLEL TO TRACK, 20 FEET
 BH0085'NORTH OF WEST POLE NO. 32 OF A POWER TRANSMISSION LINE WHICH CROSSES
 BH0085'TRACK, 3 FEET WEST OF NORTHWEST CORNER OF A STEEL FENCE AROUND POWER
 BH0085'TRANSMISSION POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 BH0085'FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 BH0085'PROJECTING 3 INCHES.
 BH0085
 BH0085                          STATION RECOVERY (1971)
 BH0085
 BH0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0085'RECOVERED IN GOOD CONDITION.
 BH0085
 BH0085                          STATION RECOVERY (2000)
 BH0085
 BH0085'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000
 BH0085'RECOVERED IN GOOD CONDITION.
 BH0085
 BH0085                          STATION RECOVERY (2002)
 BH0085
 BH0085'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 BH0085'RECOVERED IN GOOD CONDITION.
 BH0085
 BH0085                          STATION RECOVERY (2004)
 BH0085
 BH0085'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 BH0085'RECOVERED IN GOOD CONDITION.
 BH0085
 BH0085                          STATION RECOVERY (2006)
 BH0085
 BH0085'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BH0085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1603 ***********************************************************************
 BU1603  DESIGNATION -  C 368
 BU1603  PID         -  BU1603
 BU1603  STATE/COUNTY-  AL/CLARKE
 BU1603  USGS QUAD   -  JACKSON (1986)
 BU1603
 BU1603                         *CURRENT SURVEY CONTROL
 BU1603  ___________________________________________________________________
 BU1603* NAD 83(1986)-  31 31 38.     (N)    087 53 51.     (W)     SCALED    
 BU1603* NAVD 88     -        78.754  (meters)     258.38   (feet)  ADJUSTED  
 BU1603  ___________________________________________________________________
 BU1603  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BU1603  DYNAMIC HT  -          78.657 (meters)     258.06  (feet)  COMP
 BU1603  MODELED GRAV-     979,416.0   (mgal)                       NAVD 88
 BU1603
 BU1603  VERT ORDER  -  FIRST     CLASS II
 BU1603
 BU1603.The horizontal coordinates were scaled from a topographic map and have
 BU1603.an estimated accuracy of +/- 6 seconds.
 BU1603
 BU1603.The orthometric height was determined by differential leveling
 BU1603.and adjusted by the National Geodetic Survey in June 1991..
 BU1603
 BU1603.The geoid height was determined by GEOID03.
 BU1603
 BU1603.The dynamic height is computed by dividing the NAVD 88
 BU1603.geopotential number by the normal gravity value computed on the
 BU1603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1603.degrees latitude (g = 980.6199 gals.).
 BU1603
 BU1603.The modeled gravity was interpolated from observed gravity values.
 BU1603
 BU1603;                    North         East    Units  Estimated Accuracy
 BU1603;SPC AL W     -   169,370.      562,250.      MT  (+/- 180 meters Scaled)
 BU1603
 BU1603                          SUPERSEDED SURVEY CONTROL
 BU1603
 BU1603  NGVD 29 (??/??/92)   78.733  (m)          258.31   (f) ADJ UNCH    1 2
 BU1603
 BU1603.Superseded values are not recommended for survey control.
 BU1603.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1603.See file dsdata.txt to determine how the superseded data were derived.
 BU1603
 BU1603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV147883(NAD 83)
 BU1603_MARKER: DB = BENCH MARK DISK
 BU1603_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1603_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1603_STAMPING: C 368 1951
 BU1603_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1603+STABILITY: SURFACE MOTION
 BU1603
 BU1603  HISTORY     - Date     Condition        Report By
 BU1603  HISTORY     - 1951     MONUMENTED       CGS
 BU1603  HISTORY     - 1974     MARK NOT FOUND   NGS
 BU1603
 BU1603                          STATION DESCRIPTION
 BU1603
 BU1603'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1603'IN JACKSON.
 BU1603'AT JACKSON, ABOUT 0.85 MILE NORTHEAST AND NORTH ALONG STATE HIGHWAY 5
 BU1603'FROM THE POST OFFICE, THENCE ABOUT 0.15 MILE NORTHWEST ALONG A BLACK
 BU1603'TOP ROAD, THENCE ABOUT 0.3 MILE NORTH ALONG NORTH-SOUTH RUNWAY OF
 BU1603'MCKEE AIRPORT, AT THE NORTH END OF GRASS RUNWAY, 60 FEET EAST OF
 BU1603'CENTER LINE OF RUNWAY, 3 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 BU1603'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BU1603'NOTE-- AIRPORT WAS ABANDONED IN 1950, AND HOUSES HAVE BEEN BUILT IN
 BU1603'THE AREA.
 BU1603
 BU1603                          STATION RECOVERY (1974)
 BU1603
 BU1603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974
 BU1603'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2476 ***********************************************************************
 CN2476  DESIGNATION -  C 369
 CN2476  PID         -  CN2476
 CN2476  STATE/COUNTY-  AL/MARENGO
 CN2476  USGS QUAD   -  MILLER (1978)
 CN2476
 CN2476                         *CURRENT SURVEY CONTROL
 CN2476  ___________________________________________________________________
 CN2476* NAD 83(1986)-  32 14 44.     (N)    087 47 42.     (W)     SCALED    
 CN2476* NAVD 88     -        65.088  (meters)     213.54   (feet)  ADJUSTED  
 CN2476  ___________________________________________________________________
 CN2476  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CN2476  DYNAMIC HT  -          65.012 (meters)     213.29  (feet)  COMP
 CN2476  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 CN2476
 CN2476  VERT ORDER  -  SECOND    CLASS 0
 CN2476
 CN2476.The horizontal coordinates were scaled from a topographic map and have
 CN2476.an estimated accuracy of +/- 6 seconds.
 CN2476
 CN2476.The orthometric height was determined by differential leveling
 CN2476.and adjusted by the National Geodetic Survey in June 1991..
 CN2476
 CN2476.The geoid height was determined by GEOID03.
 CN2476
 CN2476.The dynamic height is computed by dividing the NAVD 88
 CN2476.geopotential number by the normal gravity value computed on the
 CN2476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2476.degrees latitude (g = 980.6199 gals.).
 CN2476
 CN2476.The modeled gravity was interpolated from observed gravity values.
 CN2476
 CN2476;                    North         East    Units  Estimated Accuracy
 CN2476;SPC AL W     -   248,990.      572,200.      MT  (+/- 180 meters Scaled)
 CN2476
 CN2476                          SUPERSEDED SURVEY CONTROL
 CN2476
 CN2476  NGVD 29 (??/??/92)   65.053  (m)          213.43   (f) ADJ UNCH    2 0
 CN2476
 CN2476.Superseded values are not recommended for survey control.
 CN2476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2476.See file dsdata.txt to determine how the superseded data were derived.
 CN2476
 CN2476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA251679(NAD 83)
 CN2476_MARKER: DB = BENCH MARK DISK
 CN2476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2476_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2476_STAMPING: C 369 1951
 CN2476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2476+STABILITY: SURFACE MOTION
 CN2476
 CN2476  HISTORY     - Date     Condition        Report By
 CN2476  HISTORY     - 1951     MONUMENTED       CGS
 CN2476
 CN2476                          STATION DESCRIPTION
 CN2476
 CN2476'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2476'4.1 MI S FROM LINDEN.
 CN2476'ABOUT 4.1 MILES SOUTH ALONG U.S. HIGHWAY 43 FROM THE COURT HOUSE AT
 CN2476'LINDEN, ABOUT 55 YARDS NORTHEAST AND ACROSS HIGHWAY FROM A WHITE
 CN2476'CHURCH, 59 FEET EAST OF CENTER LINE OF HIGHWAY, 4 FEET WEST OF POWER
 CN2476'POLE NO. 90 WITH A TRANSFORMER, 111 FEET NORTH OF EXTENDED CENTER LINE
 CN2476'OF DRIVE WEST TO CHURCH, 2 FEET WEST OF A FENCE LINE, 2 FEET NORTHWEST
 CN2476'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY
 CN2476'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0782 ***********************************************************************
 DH0782  DESIGNATION -  C 37
 DH0782  PID         -  DH0782
 DH0782  STATE/COUNTY-  AL/SHELBY
 DH0782  USGS QUAD   -  MONTEVALLO (1980)
 DH0782
 DH0782                         *CURRENT SURVEY CONTROL
 DH0782  ___________________________________________________________________
 DH0782* NAD 83(1986)-  33 06 01.     (N)    086 49 27.     (W)     SCALED    
 DH0782* NAVD 88     -       141.207  (meters)     463.28   (feet)  ADJUSTED  
 DH0782  ___________________________________________________________________
 DH0782  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0782  DYNAMIC HT  -         141.047 (meters)     462.75  (feet)  COMP
 DH0782  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 DH0782
 DH0782  VERT ORDER  -  SECOND    CLASS 0
 DH0782
 DH0782.The horizontal coordinates were scaled from a topographic map and have
 DH0782.an estimated accuracy of +/- 6 seconds.
 DH0782
 DH0782.The orthometric height was determined by differential leveling
 DH0782.and adjusted by the National Geodetic Survey in June 1991..
 DH0782
 DH0782.The geoid height was determined by GEOID03.
 DH0782
 DH0782.The dynamic height is computed by dividing the NAVD 88
 DH0782.geopotential number by the normal gravity value computed on the
 DH0782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0782.degrees latitude (g = 980.6199 gals.).
 DH0782
 DH0782.The modeled gravity was interpolated from observed gravity values.
 DH0782
 DH0782;                    North         East    Units  Estimated Accuracy
 DH0782;SPC AL W     -   343,940.      663,080.      MT  (+/- 180 meters Scaled)
 DH0782
 DH0782                          SUPERSEDED SURVEY CONTROL
 DH0782
 DH0782  NGVD 29 (??/??/92)  141.159  (m)          463.12   (f) ADJ UNCH    2 0
 DH0782
 DH0782.Superseded values are not recommended for survey control.
 DH0782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0782.See file dsdata.txt to determine how the superseded data were derived.
 DH0782
 DH0782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB164624(NAD 83)
 DH0782_MARKER: DB = BENCH MARK DISK
 DH0782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0782_STAMPING: C 37 1934
 DH0782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0782+STABILITY: SURFACE MOTION
 DH0782
 DH0782  HISTORY     - Date     Condition        Report By
 DH0782  HISTORY     - 1934     MONUMENTED       CGS
 DH0782
 DH0782                          STATION DESCRIPTION
 DH0782
 DH0782'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0782'2.5 MI E FROM MONTEVALLO.
 DH0782'2.5 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DH0782'MONTEVALLO, SHELBY COUNTY, 1.1 MILES WEST OF THE STATION AT NEWALA,
 DH0782'0.3 MILE WEST OF MILEPOST 135, 55 FEET SOUTHWEST OF THE SOUTHWEST
 DH0782'CORNER OF TRESTLE 135.3 N, AT A ROAD CROSSING, 29 FEET EAST OF THE
 DH0782'CENTERLINE OF THE ROAD, AND 25 FEET SOUTH OF THE SOUTH RAIL.  A
 DH0782'STANDARD DISK, STAMPED C 37 1934 AND SET IN THE TOP OF A CONCRETE POST
 DH0782'PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2513 ***********************************************************************
 CN2513  DESIGNATION -  C 370
 CN2513  PID         -  CN2513
 CN2513  STATE/COUNTY-  AL/MARENGO
 CN2513  USGS QUAD   -  SURGINER (1978)
 CN2513
 CN2513                         *CURRENT SURVEY CONTROL
 CN2513  ___________________________________________________________________
 CN2513* NAD 83(1986)-  32 05 02.     (N)    087 39 21.     (W)     SCALED    
 CN2513* NAVD 88     -        46.127  (meters)     151.34   (feet)  ADJUSTED  
 CN2513  ___________________________________________________________________
 CN2513  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CN2513  DYNAMIC HT  -          46.073 (meters)     151.16  (feet)  COMP
 CN2513  MODELED GRAV-     979,458.1   (mgal)                       NAVD 88
 CN2513
 CN2513  VERT ORDER  -  SECOND    CLASS 0
 CN2513
 CN2513.The horizontal coordinates were scaled from a topographic map and have
 CN2513.an estimated accuracy of +/- 6 seconds.
 CN2513
 CN2513.The orthometric height was determined by differential leveling
 CN2513.and adjusted by the National Geodetic Survey in June 1991..
 CN2513
 CN2513.The geoid height was determined by GEOID03.
 CN2513
 CN2513.The dynamic height is computed by dividing the NAVD 88
 CN2513.geopotential number by the normal gravity value computed on the
 CN2513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2513.degrees latitude (g = 980.6199 gals.).
 CN2513
 CN2513.The modeled gravity was interpolated from observed gravity values.
 CN2513
 CN2513;                    North         East    Units  Estimated Accuracy
 CN2513;SPC AL W     -   231,040.      585,290.      MT  (+/- 180 meters Scaled)
 CN2513
 CN2513                          SUPERSEDED SURVEY CONTROL
 CN2513
 CN2513  NGVD 29 (??/??/92)   46.093  (m)          151.22   (f) ADJ UNCH    2 0
 CN2513
 CN2513.Superseded values are not recommended for survey control.
 CN2513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2513.See file dsdata.txt to determine how the superseded data were derived.
 CN2513
 CN2513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA381499(NAD 83)
 CN2513_MARKER: DB = BENCH MARK DISK
 CN2513_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN2513_SP_SET: BRIDGE ABUTMENT
 CN2513_STAMPING: C 370 1951
 CN2513_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2513
 CN2513  HISTORY     - Date     Condition        Report By
 CN2513  HISTORY     - 1951     MONUMENTED       CGS
 CN2513
 CN2513                          STATION DESCRIPTION
 CN2513
 CN2513'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2513'2.75 MI SE FROM MAGNOLIA.
 CN2513'ABOUT 2.65 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 CN2513'FROM THE STATION AT MAGNOLIA, THENCE ABOUT 0.1 MILE SOUTH ALONG STATE
 CN2513'HIGHWAY 99, IN THE TOP OF THE WEST END OF THE NORTH ABUTMENT OF A
 CN2513'280-FOOT CONCRETE HIGHWAY BRIDGE OVER A CREEK, 16 FEET WEST OF CENTER
 CN2513'LINE OF HIGHWAY AND ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2470 ***********************************************************************
 CN2470  DESIGNATION -  C 371
 CN2470  PID         -  CN2470
 CN2470  STATE/COUNTY-  AL/MARENGO
 CN2470  USGS QUAD   -  MILLER (1978)
 CN2470
 CN2470                         *CURRENT SURVEY CONTROL
 CN2470  ___________________________________________________________________
 CN2470* NAD 83(1986)-  32 09 19.     (N)    087 49 36.     (W)     SCALED    
 CN2470* NAVD 88     -        42.764  (meters)     140.30   (feet)  ADJUSTED  
 CN2470  ___________________________________________________________________
 CN2470  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CN2470  DYNAMIC HT  -          42.713 (meters)     140.13  (feet)  COMP
 CN2470  MODELED GRAV-     979,469.1   (mgal)                       NAVD 88
 CN2470
 CN2470  VERT ORDER  -  SECOND    CLASS 0
 CN2470
 CN2470.The horizontal coordinates were scaled from a topographic map and have
 CN2470.an estimated accuracy of +/- 6 seconds.
 CN2470
 CN2470.The orthometric height was determined by differential leveling
 CN2470.and adjusted by the National Geodetic Survey in June 1991..
 CN2470
 CN2470.The geoid height was determined by GEOID03.
 CN2470
 CN2470.The dynamic height is computed by dividing the NAVD 88
 CN2470.geopotential number by the normal gravity value computed on the
 CN2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2470.degrees latitude (g = 980.6199 gals.).
 CN2470
 CN2470.The modeled gravity was interpolated from observed gravity values.
 CN2470
 CN2470;                    North         East    Units  Estimated Accuracy
 CN2470;SPC AL W     -   238,990.      569,190.      MT  (+/- 180 meters Scaled)
 CN2470
 CN2470                          SUPERSEDED SURVEY CONTROL
 CN2470
 CN2470  NGVD 29 (??/??/92)   42.737  (m)          140.21   (f) ADJ UNCH    2 0
 CN2470
 CN2470.Superseded values are not recommended for survey control.
 CN2470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2470.See file dsdata.txt to determine how the superseded data were derived.
 CN2470
 CN2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA220579(NAD 83)
 CN2470_MARKER: DB = BENCH MARK DISK
 CN2470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2470_STAMPING: C 371 1951
 CN2470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2470+STABILITY: SURFACE MOTION
 CN2470
 CN2470  HISTORY     - Date     Condition        Report By
 CN2470  HISTORY     - 1951     MONUMENTED       CGS
 CN2470
 CN2470                          STATION DESCRIPTION
 CN2470
 CN2470'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2470'6.65 MI SE FROM HALF ACRE.
 CN2470'ABOUT 1.65 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 CN2470'HALF ACRE, THENCE ABOUT 4.2 MILES EAST AND SOUTHEAST ALONG A GRAVEL
 CN2470'ROAD, THENCE ABOUT 0.8 MILE EAST ALONG A FARM ROAD, ON THE OUTSIDE OF
 CN2470'A CURVE WITH TANGENTS EXTENDING SOUTHWEST AND EAST, IN A SMALL
 CN2470'CLEARING NORTH OF ROAD, 31 FEET NORTH OF CENTER LINE OF ROAD, 138 FEET
 CN2470'NORTHEAST OF THE EAST CORNER OF A 20-FOOT WOODEN BRIDGE, 12 FEET
 CN2470'SOUTHEAST OF CENTER LINE OF A FOOT PATH LEADING NORTHEAST, 2 FEET WEST
 CN2470'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 CN2470'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK
 CN2470'MAY BE REACHED FROM THE ROAD JUNCTION AT WAYNE BY GOING ABOUT 3.65
 CN2470'MILES NORTH ALONG U.S. HIGHWAY 43, THENCE ABOUT 0.9 MILE SOUTHWEST
 CN2470'ALONG A GRAVEL ROAD, THENCE ABOUT 2.7 MILES SOUTHWEST ALONG A FARM
 CN2470'ROAD,.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2363 ***********************************************************************
 CN2363  DESIGNATION -  C 372
 CN2363  PID         -  CN2363
 CN2363  STATE/COUNTY-  AL/MARENGO
 CN2363  USGS QUAD   -  THOMASTON WEST (1986)
 CN2363
 CN2363                         *CURRENT SURVEY CONTROL
 CN2363  ___________________________________________________________________
 CN2363* NAD 83(1986)-  32 15 56.     (N)    087 40 20.     (W)     SCALED    
 CN2363* NAVD 88     -        51.940  (meters)     170.41   (feet)  ADJUSTED  
 CN2363  ___________________________________________________________________
 CN2363  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CN2363  DYNAMIC HT  -          51.879 (meters)     170.21  (feet)  COMP
 CN2363  MODELED GRAV-     979,473.4   (mgal)                       NAVD 88
 CN2363
 CN2363  VERT ORDER  -  SECOND    CLASS 0
 CN2363
 CN2363.The horizontal coordinates were scaled from a topographic map and have
 CN2363.an estimated accuracy of +/- 6 seconds.
 CN2363
 CN2363.The orthometric height was determined by differential leveling
 CN2363.and adjusted by the National Geodetic Survey in June 1991..
 CN2363
 CN2363.The geoid height was determined by GEOID03.
 CN2363
 CN2363.The dynamic height is computed by dividing the NAVD 88
 CN2363.geopotential number by the normal gravity value computed on the
 CN2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2363.degrees latitude (g = 980.6199 gals.).
 CN2363
 CN2363.The modeled gravity was interpolated from observed gravity values.
 CN2363
 CN2363;                    North         East    Units  Estimated Accuracy
 CN2363;SPC AL W     -   251,180.      583,770.      MT  (+/- 180 meters Scaled)
 CN2363
 CN2363                          SUPERSEDED SURVEY CONTROL
 CN2363
 CN2363  NGVD 29 (??/??/92)   51.903  (m)          170.29   (f) ADJ UNCH    2 0
 CN2363
 CN2363.Superseded values are not recommended for survey control.
 CN2363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2363.See file dsdata.txt to determine how the superseded data were derived.
 CN2363
 CN2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA366700(NAD 83)
 CN2363_MARKER: DB = BENCH MARK DISK
 CN2363_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2363_SP_SET: CATCH BASIN
 CN2363_STAMPING: C 372 1951
 CN2363_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2363
 CN2363  HISTORY     - Date     Condition        Report By
 CN2363  HISTORY     - 1951     MONUMENTED       CGS
 CN2363
 CN2363                          STATION DESCRIPTION
 CN2363
 CN2363'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2363'2.65 MI W FROM THOMASTON.
 CN2363'ABOUT 2.65 MILES WEST ALONG STATE HIGHWAY 28 FROM ITS INTERSECTION
 CN2363'WITH STATE HIGHWAY 99 AT THOMASTON, ABOUT 0.95 MILE EAST OF JUNCTION
 CN2363'OF A BLACK TOP ROAD SOUTH TO OCTAGON, ABOUT 0.7 MILE WEST OF A 75-FOOT
 CN2363'WOODEN BRIDGE, SET BETWEEN THE HIGHWAY AND LOUISVILLE AND NASHVILLE
 CN2363'RAILROAD, IN THE TOP OF THE NORTHWEST CORNER OF A 4-FOOT CONCRETE
 CN2363'CATCH BASIN FOR A CULVERT WHICH EXTENDS UNDER HIGHWAY AND RAILROAD, 31
 CN2363'FEET SOUTH OF CENTER LINE OF HIGHWAY, 45 FEET NORTH OF NORTH RAIL, 3
 CN2363'FEET BELOW LEVEL OF HIGHWAY AND ABOUT 6 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2516 ***********************************************************************
 CN2516  DESIGNATION -  C 373
 CN2516  PID         -  CN2516
 CN2516  STATE/COUNTY-  AL/MARENGO
 CN2516  USGS QUAD   -  SURGINER (1978)
 CN2516
 CN2516                         *CURRENT SURVEY CONTROL
 CN2516  ___________________________________________________________________
 CN2516* NAD 83(1986)-  32 02 59.     (N)    087 39 29.     (W)     SCALED    
 CN2516* NAVD 88     -        55.418  (meters)     181.82   (feet)  ADJUSTED  
 CN2516  ___________________________________________________________________
 CN2516  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CN2516  DYNAMIC HT  -          55.353 (meters)     181.60  (feet)  COMP
 CN2516  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 CN2516
 CN2516  VERT ORDER  -  SECOND    CLASS 0
 CN2516
 CN2516.The horizontal coordinates were scaled from a topographic map and have
 CN2516.an estimated accuracy of +/- 6 seconds.
 CN2516
 CN2516.The orthometric height was determined by differential leveling
 CN2516.and adjusted by the National Geodetic Survey in June 1991..
 CN2516
 CN2516.The geoid height was determined by GEOID03.
 CN2516
 CN2516.The dynamic height is computed by dividing the NAVD 88
 CN2516.geopotential number by the normal gravity value computed on the
 CN2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2516.degrees latitude (g = 980.6199 gals.).
 CN2516
 CN2516.The modeled gravity was interpolated from observed gravity values.
 CN2516
 CN2516;                    North         East    Units  Estimated Accuracy
 CN2516;SPC AL W     -   227,250.      585,070.      MT  (+/- 180 meters Scaled)
 CN2516
 CN2516                          SUPERSEDED SURVEY CONTROL
 CN2516
 CN2516  NGVD 29 (??/??/92)   55.383  (m)          181.70   (f) ADJ UNCH    2 0
 CN2516
 CN2516.Superseded values are not recommended for survey control.
 CN2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2516.See file dsdata.txt to determine how the superseded data were derived.
 CN2516
 CN2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA378461(NAD 83)
 CN2516_MARKER: DB = BENCH MARK DISK
 CN2516_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2516_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2516_STAMPING: C 373 1951
 CN2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2516+STABILITY: SURFACE MOTION
 CN2516
 CN2516  HISTORY     - Date     Condition        Report By
 CN2516  HISTORY     - 1951     MONUMENTED       CGS
 CN2516
 CN2516                          STATION DESCRIPTION
 CN2516
 CN2516'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2516'0.95 MI N FROM VINELAND.
 CN2516'ABOUT 0.95 MILE NORTH ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF
 CN2516'STATE HIGHWAY 10 AT VINELAND, ABOUT 0.45 MILE SOUTH OF A BRIDGE OVER
 CN2516'BAPTIZING CREEK, AT A GRAVEL CROSSROAD, 90 FEET WEST OF CENTER LINE OF
 CN2516'HIGHWAY, 23 FEET WEST OF CENTER LINE OF A DRIVE LEADING SOUTH, 50 FEET
 CN2516'SOUTH OF CENTER LINE OF GRAVEL ROAD WEST, 30 FEET SOUTH OF A POWER
 CN2516'LINE BRACE POLE, 1 FOOT NORTH OF A FENCE LINE, ABOUT 2 FEET ABOVE
 CN2516'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN2516'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2341 ***********************************************************************
 CN2341  DESIGNATION -  C 374
 CN2341  PID         -  CN2341
 CN2341  STATE/COUNTY-  AL/MARENGO
 CN2341  USGS QUAD   -  THOMASTON WEST (1986)
 CN2341
 CN2341                         *CURRENT SURVEY CONTROL
 CN2341  ___________________________________________________________________
 CN2341* NAD 83(1986)-  32 17 40.     (N)    087 37 50.     (W)     SCALED    
 CN2341* NAVD 88     -        43.561  (meters)     142.92   (feet)  ADJUSTED  
 CN2341  ___________________________________________________________________
 CN2341  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CN2341  DYNAMIC HT  -          43.510 (meters)     142.75  (feet)  COMP
 CN2341  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 CN2341
 CN2341  VERT ORDER  -  SECOND    CLASS 0
 CN2341
 CN2341.The horizontal coordinates were scaled from a topographic map and have
 CN2341.an estimated accuracy of +/- 6 seconds.
 CN2341
 CN2341.The orthometric height was determined by differential leveling
 CN2341.and adjusted by the National Geodetic Survey in June 1991..
 CN2341
 CN2341.The geoid height was determined by GEOID03.
 CN2341
 CN2341.The dynamic height is computed by dividing the NAVD 88
 CN2341.geopotential number by the normal gravity value computed on the
 CN2341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2341.degrees latitude (g = 980.6199 gals.).
 CN2341
 CN2341.The modeled gravity was interpolated from observed gravity values.
 CN2341
 CN2341;                    North         East    Units  Estimated Accuracy
 CN2341;SPC AL W     -   254,380.      587,700.      MT  (+/- 180 meters Scaled)
 CN2341
 CN2341                          SUPERSEDED SURVEY CONTROL
 CN2341
 CN2341  NGVD 29 (??/??/92)   43.522  (m)          142.79   (f) ADJ UNCH    2 0
 CN2341
 CN2341.Superseded values are not recommended for survey control.
 CN2341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2341.See file dsdata.txt to determine how the superseded data were derived.
 CN2341
 CN2341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA406732(NAD 83)
 CN2341_MARKER: DB = BENCH MARK DISK
 CN2341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2341_STAMPING: C 374 1951
 CN2341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2341+STABILITY: SURFACE MOTION
 CN2341
 CN2341  HISTORY     - Date     Condition        Report By
 CN2341  HISTORY     - 1951     MONUMENTED       CGS
 CN2341
 CN2341                          STATION DESCRIPTION
 CN2341
 CN2341'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2341'1.9 MI N FROM THOMASTON.
 CN2341'ABOUT 1.9 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE INTERSECTION OF
 CN2341'STATE HIGHWAY 28 AT THOMASTON, ABOUT 0.4 MILE SOUTH OF A CHURCH, ABOUT
 CN2341'0.25 MILE NORTH OF THE NORTH ONE OF FOUR CONCRETE BRIDGES, ABOUT 0.1
 CN2341'MILE SOUTH OF A ROAD LEADING WEST, AT THE JUNCTION OF A PRIVATE ROAD
 CN2341'EAST, 69 FEET EAST OF CENTER LINE OF HIGHWAY, 31 FEET SOUTH OF CENTER
 CN2341'LINE OF PRIVATE ROAD, 39 FEET SOUTHEAST OF SOUTH END OF AN 18-INCH
 CN2341'PIPE CULVERT UNDERPRIVATE ROAD, 24 FEET SOUTHWEST OF THE WEST ONE OF A
 CN2341'ROW OF 4 PINE TREES, 1 FOOT WEST OF A FENCE LINE, ABOUT 2 FEET BELOW
 CN2341'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 CN2341'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2306 ***********************************************************************
 CN2306  DESIGNATION -  C 375
 CN2306  PID         -  CN2306
 CN2306  STATE/COUNTY-  AL/MARENGO
 CN2306  USGS QUAD   -  OLD SPRING HILL (1970)
 CN2306
 CN2306                         *CURRENT SURVEY CONTROL
 CN2306  ___________________________________________________________________
 CN2306* NAD 83(1986)-  32 27 08.     (N)    087 46 48.     (W)     SCALED    
 CN2306* NAVD 88     -        89.029  (meters)     292.09   (feet)  ADJUSTED  
 CN2306  ___________________________________________________________________
 CN2306  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CN2306  DYNAMIC HT  -          88.925 (meters)     291.75  (feet)  COMP
 CN2306  MODELED GRAV-     979,480.2   (mgal)                       NAVD 88
 CN2306
 CN2306  VERT ORDER  -  SECOND    CLASS 0
 CN2306
 CN2306.The horizontal coordinates were scaled from a topographic map and have
 CN2306.an estimated accuracy of +/- 6 seconds.
 CN2306
 CN2306.The orthometric height was determined by differential leveling
 CN2306.and adjusted by the National Geodetic Survey in June 1991..
 CN2306
 CN2306.The geoid height was determined by GEOID03.
 CN2306
 CN2306.The dynamic height is computed by dividing the NAVD 88
 CN2306.geopotential number by the normal gravity value computed on the
 CN2306.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2306.degrees latitude (g = 980.6199 gals.).
 CN2306
 CN2306.The modeled gravity was interpolated from observed gravity values.
 CN2306
 CN2306;                    North         East    Units  Estimated Accuracy
 CN2306;SPC AL W     -   271,900.      573,670.      MT  (+/- 180 meters Scaled)
 CN2306
 CN2306                          SUPERSEDED SURVEY CONTROL
 CN2306
 CN2306  NGVD 29 (??/??/92)   88.994  (m)          291.97   (f) ADJ UNCH    2 0
 CN2306
 CN2306.Superseded values are not recommended for survey control.
 CN2306.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2306.See file dsdata.txt to determine how the superseded data were derived.
 CN2306
 CN2306_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA266908(NAD 83)
 CN2306_MARKER: DB = BENCH MARK DISK
 CN2306_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2306_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2306_STAMPING: C 375 1951
 CN2306_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2306+STABILITY: SURFACE MOTION
 CN2306
 CN2306  HISTORY     - Date     Condition        Report By
 CN2306  HISTORY     - 1951     MONUMENTED       CGS
 CN2306
 CN2306                          STATION DESCRIPTION
 CN2306
 CN2306'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2306'1.05 MI NW FROM SPRING HILL.
 CN2306'ABOUT 1.05 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 CN2306'AT SPRING HILL, ABOUT 0.55 MILE NORTHWEST OF A SIDE ROAD LEADING
 CN2306'NORTHEAST, AT THE JUNCTION OF A DRIVE SOUTHEAST PARALLEL TO ROAD
 CN2306'LEADING TO A STEEL RADIO TOWER, 26 FEET NORTHEAST OF CENTER LINE OF
 CN2306'ROAD, 15 FEET NORTHWEST OF CENTER OF A GATE ACROSS DRIVE, 2 1/2 FEET
 CN2306'NORTHWEST OF A TELEPHONE POLE, 1 1/2 FEET SOUTHWEST OF A FENCE LINE,
 CN2306'ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN2306'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2335 ***********************************************************************
 CN2335  DESIGNATION -  C 376
 CN2335  PID         -  CN2335
 CN2335  STATE/COUNTY-  AL/MARENGO
 CN2335  USGS QUAD   -  THOMASTON WEST (1986)
 CN2335
 CN2335                         *CURRENT SURVEY CONTROL
 CN2335  ___________________________________________________________________
 CN2335* NAD 83(1986)-  32 21 55.     (N)    087 37 50.     (W)     SCALED    
 CN2335* NAVD 88     -        61.486  (meters)     201.73   (feet)  ADJUSTED  
 CN2335  ___________________________________________________________________
 CN2335  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN2335  DYNAMIC HT  -          61.415 (meters)     201.49  (feet)  COMP
 CN2335  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 CN2335
 CN2335  VERT ORDER  -  SECOND    CLASS 0
 CN2335
 CN2335.The horizontal coordinates were scaled from a topographic map and have
 CN2335.an estimated accuracy of +/- 6 seconds.
 CN2335
 CN2335.The orthometric height was determined by differential leveling
 CN2335.and adjusted by the National Geodetic Survey in June 1991..
 CN2335
 CN2335.The geoid height was determined by GEOID03.
 CN2335
 CN2335.The dynamic height is computed by dividing the NAVD 88
 CN2335.geopotential number by the normal gravity value computed on the
 CN2335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2335.degrees latitude (g = 980.6199 gals.).
 CN2335
 CN2335.The modeled gravity was interpolated from observed gravity values.
 CN2335
 CN2335;                    North         East    Units  Estimated Accuracy
 CN2335;SPC AL W     -   262,240.      587,710.      MT  (+/- 180 meters Scaled)
 CN2335
 CN2335                          SUPERSEDED SURVEY CONTROL
 CN2335
 CN2335  NGVD 29 (??/??/92)   61.444  (m)          201.59   (f) ADJ UNCH    2 0
 CN2335
 CN2335.Superseded values are not recommended for survey control.
 CN2335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2335.See file dsdata.txt to determine how the superseded data were derived.
 CN2335
 CN2335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA406811(NAD 83)
 CN2335_MARKER: DB = BENCH MARK DISK
 CN2335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2335_STAMPING: C 376 1952
 CN2335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2335+STABILITY: SURFACE MOTION
 CN2335
 CN2335  HISTORY     - Date     Condition        Report By
 CN2335  HISTORY     - 1952     MONUMENTED       CGS
 CN2335
 CN2335                          STATION DESCRIPTION
 CN2335
 CN2335'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2335'1.2 MI N FROM DAYTON.
 CN2335'ABOUT 1.2 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE POST OFFICE AT
 CN2335'DAYTON, ON THE NORTHEAST SLOPE OF A HILL, 50 FEET NORTHWEST OF CENTER
 CN2335'LINE OF HIGHWAY, 213 FEET SOUTHWEST OF NORTHWEST END OF A 4-FOOT
 CN2335'CONCRETE BOX CULVERT AND BOTTOM OF GRADES, 7 FEET SOUTHEAST OF A POWER
 CN2335'LINE, 5 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A FENCE
 CN2335'LINE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET
 CN2335'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN2335'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2750 ***********************************************************************
 CN2750  DESIGNATION -  C 377
 CN2750  PID         -  CN2750
 CN2750  STATE/COUNTY-  AL/DALLAS
 CN2750  USGS QUAD   -  CENTRAL MILLS (1979)
 CN2750
 CN2750                         *CURRENT SURVEY CONTROL
 CN2750  ___________________________________________________________________
 CN2750* NAD 83(1986)-  32 17 53.     (N)    087 26 49.     (W)     SCALED    
 CN2750* NAVD 88     -        71.411  (meters)     234.29   (feet)  ADJUSTED  
 CN2750  ___________________________________________________________________
 CN2750  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CN2750  DYNAMIC HT  -          71.328 (meters)     234.02  (feet)  COMP
 CN2750  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 CN2750
 CN2750  VERT ORDER  -  SECOND    CLASS 0
 CN2750
 CN2750.The horizontal coordinates were scaled from a topographic map and have
 CN2750.an estimated accuracy of +/- 6 seconds.
 CN2750
 CN2750.The orthometric height was determined by differential leveling
 CN2750.and adjusted by the National Geodetic Survey in June 1991..
 CN2750
 CN2750.The geoid height was determined by GEOID03.
 CN2750
 CN2750.The dynamic height is computed by dividing the NAVD 88
 CN2750.geopotential number by the normal gravity value computed on the
 CN2750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2750.degrees latitude (g = 980.6199 gals.).
 CN2750
 CN2750.The modeled gravity was interpolated from observed gravity values.
 CN2750
 CN2750;                    North         East    Units  Estimated Accuracy
 CN2750;SPC AL W     -   254,770.      605,000.      MT  (+/- 180 meters Scaled)
 CN2750
 CN2750                          SUPERSEDED SURVEY CONTROL
 CN2750
 CN2750  NGVD 29 (??/??/92)   71.355  (m)          234.10   (f) ADJ UNCH    2 0
 CN2750
 CN2750.Superseded values are not recommended for survey control.
 CN2750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2750.See file dsdata.txt to determine how the superseded data were derived.
 CN2750
 CN2750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA579735(NAD 83)
 CN2750_MARKER: DB = BENCH MARK DISK
 CN2750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2750_STAMPING: C 377 1952
 CN2750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2750+STABILITY: SURFACE MOTION
 CN2750
 CN2750  HISTORY     - Date     Condition        Report By
 CN2750  HISTORY     - 1952     MONUMENTED       CGS
 CN2750
 CN2750                          STATION DESCRIPTION
 CN2750
 CN2750'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2750'0.9 MI N FROM CENTRAL MILLS.
 CN2750'ABOUT 0.9 MILE NORTH ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 CN2750'CENTRAL MILLS, AT THE JUNCTION OF A PRIVATE ROAD LEADING SOUTHWEST
 CN2750'PAST THE RUINS OF AN OLD HOUSE, 19 FEET SOUTHWEST OF CENTER LINE OF
 CN2750'ROAD, 15 FEET NORTHWEST OF CENTER LINE OF PRIVATE ROAD, 29 FEET
 CN2750'SOUTHEAST OF A 36-INCH OAK TREE, 162 FEET EAST OF A WELL WITH PUMP,
 CN2750'103 FEET NORTH-NORTHEAST AND ACROSS PRIVATE ROAD FROM A POLE WITH A
 CN2750'TRANSFORMER, 1 FOOT NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A
 CN2750'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN
 CN2750'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0706 ***********************************************************************
 CM0706  DESIGNATION -  C 378
 CM0706  PID         -  CM0706
 CM0706  STATE/COUNTY-  AL/LEE
 CM0706  USGS QUAD   -  BLEECKER (1973)
 CM0706
 CM0706                         *CURRENT SURVEY CONTROL
 CM0706  ___________________________________________________________________
 CM0706* NAD 83(1986)-  32 31 03.     (N)    085 12 47.     (W)     SCALED    
 CM0706* NAVD 88     -       140.517  (meters)     461.01   (feet)  ADJUSTED  
 CM0706  ___________________________________________________________________
 CM0706  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CM0706  DYNAMIC HT  -         140.353 (meters)     460.47  (feet)  COMP
 CM0706  MODELED GRAV-     979,471.4   (mgal)                       NAVD 88
 CM0706
 CM0706  VERT ORDER  -  SECOND    CLASS 0
 CM0706
 CM0706.The horizontal coordinates were scaled from a topographic map and have
 CM0706.an estimated accuracy of +/- 6 seconds.
 CM0706
 CM0706.The orthometric height was determined by differential leveling
 CM0706.and adjusted by the National Geodetic Survey in June 1991..
 CM0706
 CM0706.The geoid height was determined by GEOID03.
 CM0706
 CM0706.The dynamic height is computed by dividing the NAVD 88
 CM0706.geopotential number by the normal gravity value computed on the
 CM0706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0706.degrees latitude (g = 980.6199 gals.).
 CM0706
 CM0706.The modeled gravity was interpolated from observed gravity values.
 CM0706
 CM0706;                    North         East    Units  Estimated Accuracy
 CM0706;SPC AL E     -   223,860.      258,280.      MT  (+/- 180 meters Scaled)
 CM0706
 CM0706                          SUPERSEDED SURVEY CONTROL
 CM0706
 CM0706  NGVD 29 (??/??/92)  140.506  (m)          460.98   (f) ADJ UNCH    2 0
 CM0706
 CM0706.Superseded values are not recommended for survey control.
 CM0706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0706.See file dsdata.txt to determine how the superseded data were derived.
 CM0706
 CM0706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA678992(NAD 83)
 CM0706_MARKER: DB = BENCH MARK DISK
 CM0706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0706_STAMPING: C 378 1952
 CM0706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0706+STABILITY: SURFACE MOTION
 CM0706
 CM0706  HISTORY     - Date     Condition        Report By
 CM0706  HISTORY     - 1952     MONUMENTED       CGS
 CM0706
 CM0706                          STATION DESCRIPTION
 CM0706
 CM0706'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0706'2.4 MI W FROM J C MEADOWS CROSSROAD.
 CM0706'ABOUT 2.4 MILES WEST ALONG A BLACK TOP ROAD FROM THE CROSSROAD
 CM0706'AT J.C. MEADOWS CROSSROAD, ABOUT 0.55 MILE WEST OF A 30-FOOT
 CM0706'CONCRETE BRIDGE, ABOUT 0.55 MILE EAST OF A CROSSROAD AND A CHURCH,
 CM0706'AT THE JUNCTION OF A DRIVE SOUTH TO A WHITE FARM HOUSE, 49 FEET
 CM0706'SOUTH OF CENTER LINE OF ROAD, 34 FEET EAST OF CENTER LINE OF
 CM0706'DRIVE, 82 FEET NORTHWEST OF NORTHWEST CORNER OF A CONCRETE BLOCK
 CM0706'MILKING SHED, 17 1/2 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH
 CM0706'OF A FENCE LINE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CM0706'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0706'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0985 ***********************************************************************
 CM0985  DESIGNATION -  C 379
 CM0985  PID         -  CM0985
 CM0985  STATE/COUNTY-  AL/RUSSELL
 CM0985  USGS QUAD   -  HATCHECHUBBEE (1985)
 CM0985
 CM0985                         *CURRENT SURVEY CONTROL
 CM0985  ___________________________________________________________________
 CM0985* NAD 83(1986)-  32 20 56.     (N)    085 21 02.     (W)     SCALED    
 CM0985* NAVD 88     -       160.599  (meters)     526.90   (feet)  ADJUSTED  
 CM0985  ___________________________________________________________________
 CM0985  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 CM0985  DYNAMIC HT  -         160.412 (meters)     526.28  (feet)  COMP
 CM0985  MODELED GRAV-     979,472.7   (mgal)                       NAVD 88
 CM0985
 CM0985  VERT ORDER  -  SECOND    CLASS 0
 CM0985
 CM0985.The horizontal coordinates were scaled from a topographic map and have
 CM0985.an estimated accuracy of +/- 6 seconds.
 CM0985
 CM0985.The orthometric height was determined by differential leveling
 CM0985.and adjusted by the National Geodetic Survey in June 1991..
 CM0985
 CM0985.The geoid height was determined by GEOID03.
 CM0985
 CM0985.The dynamic height is computed by dividing the NAVD 88
 CM0985.geopotential number by the normal gravity value computed on the
 CM0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0985.degrees latitude (g = 980.6199 gals.).
 CM0985
 CM0985.The modeled gravity was interpolated from observed gravity values.
 CM0985
 CM0985;                    North         East    Units  Estimated Accuracy
 CM0985;SPC AL E     -   205,090.      245,440.      MT  (+/- 180 meters Scaled)
 CM0985
 CM0985                          SUPERSEDED SURVEY CONTROL
 CM0985
 CM0985  NGVD 29 (??/??/92)  160.594  (m)          526.88   (f) ADJ UNCH    2 0
 CM0985
 CM0985.Superseded values are not recommended for survey control.
 CM0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0985.See file dsdata.txt to determine how the superseded data were derived.
 CM0985
 CM0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA552803(NAD 83)
 CM0985_MARKER: DB = BENCH MARK DISK
 CM0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0985_STAMPING: C 379 1952
 CM0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0985+STABILITY: SURFACE MOTION
 CM0985
 CM0985  HISTORY     - Date     Condition        Report By
 CM0985  HISTORY     - 1952     MONUMENTED       CGS
 CM0985  HISTORY     - 1967     GOOD             NGS
 CM0985
 CM0985                          STATION DESCRIPTION
 CM0985
 CM0985'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CM0985'0.8 MI E FROM UCHEE.
 CM0985'LOCATED ABOUT 0.85 MILE EAST ALONG A BLACK TOP ROAD FROM UCHEE,
 CM0985'ABOUT 0.45 MILE EAST OF A CHURCH, 0.5 MILE EAST OF A CEMETERY, AT
 CM0985'A LARGE TWO STORY WHITE HOUSE, 88 FEET NORTHWEST OF THE NORTHWEST
 CM0985'CORNER OF THE HOUSE, 1 FOOT WEST OF A YARD FENCE, 7 FEET SOUTH OF
 CM0985'THE NORTHWEST CORNER OF THE YARD FENCE, AND 50 FEET SOUTH OF THE
 CM0985'CENTER OF THE ROAD.  IT IS 1 FOOT SOUTH OF A METAL WITNESS POST AND
 CM0985'IS A STANDARD BENCH MARK DISK, STAMPED C 379 SET IN THE TOP OF A
 CM0985'12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1062 ***********************************************************************
 EE1062  DESIGNATION -  C 38
 EE1062  PID         -  EE1062
 EE1062  STATE/COUNTY-  AL/CHEROKEE
 EE1062  USGS QUAD   -  CEDAR BLUFF (1986)
 EE1062
 EE1062                         *CURRENT SURVEY CONTROL
 EE1062  ___________________________________________________________________
 EE1062* NAD 83(1986)-  34 13 41.     (N)    085 33 27.     (W)     SCALED    
 EE1062* NAVD 88     -       185.066  (meters)     607.17   (feet)  ADJUSTED  
 EE1062  ___________________________________________________________________
 EE1062  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE1062  DYNAMIC HT  -         184.876 (meters)     606.55  (feet)  COMP
 EE1062  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 EE1062
 EE1062  VERT ORDER  -  SECOND    CLASS 0
 EE1062
 EE1062.The horizontal coordinates were scaled from a topographic map and have
 EE1062.an estimated accuracy of +/- 6 seconds.
 EE1062
 EE1062.The orthometric height was determined by differential leveling
 EE1062.and adjusted by the National Geodetic Survey in June 1991..
 EE1062
 EE1062.The geoid height was determined by GEOID03.
 EE1062
 EE1062.The dynamic height is computed by dividing the NAVD 88
 EE1062.geopotential number by the normal gravity value computed on the
 EE1062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1062.degrees latitude (g = 980.6199 gals.).
 EE1062
 EE1062.The modeled gravity was interpolated from observed gravity values.
 EE1062
 EE1062;                    North         East    Units  Estimated Accuracy
 EE1062;SPC AL E     -   413,440.      225,410.      MT  (+/- 180 meters Scaled)
 EE1062
 EE1062                          SUPERSEDED SURVEY CONTROL
 EE1062
 EE1062  NGVD 29 (??/??/92)  185.033  (m)          607.06   (f) ADJ UNCH    2 0
 EE1062
 EE1062.Superseded values are not recommended for survey control.
 EE1062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1062.See file dsdata.txt to determine how the superseded data were derived.
 EE1062
 EE1062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC328883(NAD 83)
 EE1062_MARKER: DB = BENCH MARK DISK
 EE1062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1062_STAMPING: C 38 1934
 EE1062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1062+STABILITY: SURFACE MOTION
 EE1062
 EE1062  HISTORY     - Date     Condition        Report By
 EE1062  HISTORY     - 1934     MONUMENTED       CGS
 EE1062
 EE1062                          STATION DESCRIPTION
 EE1062
 EE1062'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EE1062'1.5 MI W FROM LAWRENCE.
 EE1062'ALONG SOUTHERN RAILWAY, LOCATED 1.5 MILES WEST OF DEPOT AT
 EE1062'LAWRENCE, 2.8 MILES NORTHEAST OF CEDAR BLUFF, 100 YARDS EAST OF
 EE1062'MILE POST 25, 40 FEET SOUTHEAST OF CENTERLINE OF ROAD CROSSING
 EE1062'(STATE HWY. 23), 16.7 FEET SOUTH OF SOUTH RAIL OF TRACK.  STANDARD
 EE1062'TABLET SET IN TOP OF CONCRETE POST 5 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0977 ***********************************************************************
 CM0977  DESIGNATION -  C 380
 CM0977  PID         -  CM0977
 CM0977  STATE/COUNTY-  AL/RUSSELL
 CM0977  USGS QUAD   -  SEALE (1984)
 CM0977
 CM0977                         *CURRENT SURVEY CONTROL
 CM0977  ___________________________________________________________________
 CM0977* NAD 83(1986)-  32 20 19.     (N)    085 13 25.     (W)     SCALED    
 CM0977* NAVD 88     -       154.312  (meters)     506.27   (feet)  ADJUSTED  
 CM0977  ___________________________________________________________________
 CM0977  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 CM0977  DYNAMIC HT  -         154.135 (meters)     505.69  (feet)  COMP
 CM0977  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 CM0977
 CM0977  VERT ORDER  -  SECOND    CLASS 0
 CM0977
 CM0977.The horizontal coordinates were scaled from a topographic map and have
 CM0977.an estimated accuracy of +/- 6 seconds.
 CM0977
 CM0977.The orthometric height was determined by differential leveling
 CM0977.and adjusted by the National Geodetic Survey in June 1991..
 CM0977
 CM0977.The geoid height was determined by GEOID03.
 CM0977
 CM0977.The dynamic height is computed by dividing the NAVD 88
 CM0977.geopotential number by the normal gravity value computed on the
 CM0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0977.degrees latitude (g = 980.6199 gals.).
 CM0977
 CM0977.The modeled gravity was interpolated from observed gravity values.
 CM0977
 CM0977;                    North         East    Units  Estimated Accuracy
 CM0977;SPC AL E     -   204,010.      257,400.      MT  (+/- 180 meters Scaled)
 CM0977
 CM0977                          SUPERSEDED SURVEY CONTROL
 CM0977
 CM0977  NGVD 29 (??/??/92)  154.316  (m)          506.29   (f) ADJ UNCH    2 0
 CM0977
 CM0977.Superseded values are not recommended for survey control.
 CM0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0977.See file dsdata.txt to determine how the superseded data were derived.
 CM0977
 CM0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA671793(NAD 83)
 CM0977_MARKER: DB = BENCH MARK DISK
 CM0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0977_STAMPING: C 380 1952
 CM0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0977+STABILITY: SURFACE MOTION
 CM0977
 CM0977  HISTORY     - Date     Condition        Report By
 CM0977  HISTORY     - 1952     MONUMENTED       CGS
 CM0977
 CM0977                          STATION DESCRIPTION
 CM0977
 CM0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0977'AT SANDFORT.
 CM0977'AT SANDFORT, AT THE ROAD JUNCTION AND SANDFORT STORE, 40 FEET NORTH
 CM0977'OF CENTER LINE OF EAST-WEST ROAD, 23 1/2 FEET NORTHWEST OF
 CM0977'SOUTHWEST CORNER OF STORE, 17 1/2 FEET WEST OF WEST FACE OF STORE,
 CM0977'40 FEET NORTHWEST OF CENTER LINE OF WEST LEG OF JUNCTION OF ROAD
 CM0977'NORTH, 5 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT SOUTHEAST OF A
 CM0977'FENCE LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE
 CM0977'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0722 ***********************************************************************
 BT0722  DESIGNATION -  C 382
 BT0722  PID         -  BT0722
 BT0722  STATE/COUNTY-  AL/BARBOUR
 BT0722  USGS QUAD   -  BAKER HILL (1968)
 BT0722
 BT0722                         *CURRENT SURVEY CONTROL
 BT0722  ___________________________________________________________________
 BT0722* NAD 83(1986)-  31 52 09.     (N)    085 21 36.     (W)     SCALED    
 BT0722* NAVD 88     -       169.346  (meters)     555.60   (feet)  ADJUSTED  
 BT0722  ___________________________________________________________________
 BT0722  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BT0722  DYNAMIC HT  -         169.150 (meters)     554.95  (feet)  COMP
 BT0722  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 BT0722
 BT0722  VERT ORDER  -  SECOND    CLASS 0
 BT0722
 BT0722.The horizontal coordinates were scaled from a topographic map and have
 BT0722.an estimated accuracy of +/- 6 seconds.
 BT0722
 BT0722.The orthometric height was determined by differential leveling
 BT0722.and adjusted by the National Geodetic Survey in June 1991..
 BT0722
 BT0722.The geoid height was determined by GEOID03.
 BT0722
 BT0722.The dynamic height is computed by dividing the NAVD 88
 BT0722.geopotential number by the normal gravity value computed on the
 BT0722.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0722.degrees latitude (g = 980.6199 gals.).
 BT0722
 BT0722.The modeled gravity was interpolated from observed gravity values.
 BT0722
 BT0722;                    North         East    Units  Estimated Accuracy
 BT0722;SPC AL E     -   151,900.      244,790.      MT  (+/- 180 meters Scaled)
 BT0722
 BT0722                          SUPERSEDED SURVEY CONTROL
 BT0722
 BT0722  NGVD 29 (??/??/92)  169.375  (m)          555.69   (f) ADJ UNCH    2 0
 BT0722
 BT0722.Superseded values are not recommended for survey control.
 BT0722.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0722.See file dsdata.txt to determine how the superseded data were derived.
 BT0722
 BT0722_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA551271(NAD 83)
 BT0722_MARKER: DB = BENCH MARK DISK
 BT0722_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0722_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0722_STAMPING: C 382 1952
 BT0722_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0722+STABILITY: SURFACE MOTION
 BT0722
 BT0722  HISTORY     - Date     Condition        Report By
 BT0722  HISTORY     - 1952     MONUMENTED       CGS
 BT0722  HISTORY     - 1968     GOOD             USGS
 BT0722
 BT0722                          STATION DESCRIPTION
 BT0722
 BT0722'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0722'3 MI SW FROM WHITE OAK.
 BT0722'ABOUT 0.5 MILE WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT0722'THE STATION SIGN AT WHITE OAK, THENCE ABOUT 1.75 MILES SOUTH ALONG
 BT0722'A GRAVEL ROAD, THENCE ABOUT 0.8 MILE SOUTHWEST ALONG STATE
 BT0722'HIGHWAY 30, 257 FEET SOUTHWEST OF CENTER OF JUNCTION OF A ROAD
 BT0722'LEADING SOUTH TO BAKERHILL, 54 FEET NORTHWEST OF CENTER LINE OF
 BT0722'HIGHWAY, 5 FEET NORTHWEST OF A POWER POLE, 2 1/2 FEET SOUTHEAST OF
 BT0722'A FENCE LINE, ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE
 BT0722'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BT0722
 BT0722                          STATION RECOVERY (1968)
 BT0722
 BT0722'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1968
 BT0722'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0741 ***********************************************************************
 BT0741  DESIGNATION -  C 383
 BT0741  PID         -  BT0741
 BT0741  STATE/COUNTY-  AL/BARBOUR
 BT0741  USGS QUAD   -  EUFAULA SOUTH (1981)
 BT0741
 BT0741                         *CURRENT SURVEY CONTROL
 BT0741  ___________________________________________________________________
 BT0741* NAD 83(1986)-  31 50 15.     (N)    085 11 39.     (W)     SCALED    
 BT0741* NAVD 88     -        60.254  (meters)     197.68   (feet)  ADJUSTED  
 BT0741  ___________________________________________________________________
 BT0741  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BT0741  DYNAMIC HT  -          60.184 (meters)     197.45  (feet)  COMP
 BT0741  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 BT0741
 BT0741  VERT ORDER  -  SECOND    CLASS 0
 BT0741
 BT0741.The horizontal coordinates were scaled from a topographic map and have
 BT0741.an estimated accuracy of +/- 6 seconds.
 BT0741
 BT0741.The orthometric height was determined by differential leveling
 BT0741.and adjusted by the National Geodetic Survey in June 1991..
 BT0741
 BT0741.The geoid height was determined by GEOID03.
 BT0741
 BT0741.The dynamic height is computed by dividing the NAVD 88
 BT0741.geopotential number by the normal gravity value computed on the
 BT0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0741.degrees latitude (g = 980.6199 gals.).
 BT0741
 BT0741.The modeled gravity was interpolated from observed gravity values.
 BT0741
 BT0741;                    North         East    Units  Estimated Accuracy
 BT0741;SPC AL E     -   148,460.      260,500.      MT  (+/- 180 meters Scaled)
 BT0741
 BT0741                          SUPERSEDED SURVEY CONTROL
 BT0741
 BT0741  NGVD 29 (??/??/92)   60.302  (m)          197.84   (f) ADJ UNCH    2 0
 BT0741
 BT0741.Superseded values are not recommended for survey control.
 BT0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0741.See file dsdata.txt to determine how the superseded data were derived.
 BT0741
 BT0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA708238(NAD 83)
 BT0741_MARKER: DB = BENCH MARK DISK
 BT0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0741_STAMPING: C 383 1952
 BT0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0741+STABILITY: SURFACE MOTION
 BT0741
 BT0741  HISTORY     - Date     Condition        Report By
 BT0741  HISTORY     - 1952     MONUMENTED       CGS
 BT0741
 BT0741                          STATION DESCRIPTION
 BT0741
 BT0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0741'5 MI SW FROM EUFAULA.
 BT0741'ABOUT 2.15 MILES SOUTH ALONG U.S. HIGHWAY 241 FROM THE JUNCTION
 BT0741'OF U.S. HIGHWAY 82 AT EUFAULA, THENCE ABOUT 1.0 MILE SOUTHWEST
 BT0741'ALONG A GRAVEL ROAD, THENCE ABOUT 0.05 MILE WEST ALONG STATE HIGHWAY
 BT0741'30, THENCE ABOUT 1.75 MILES SOUTHWEST ALONG A BLACK TOP AND GRAVEL
 BT0741'ROAD, 123 YARDS SOUTHWEST OF SOUTHWEST END OF WOODEN BRIDGE OVER
 BT0741'CHENEYHATCHEE CREEK, 46 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 BT0741'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 BT0741'PROJECTING 6 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE
 BT0741'CROSSROADS AND POST OFFICE AT BAKERHILL BY GOING ABOUT 3.7 MILES
 BT0741'NORTHEAST ALONG STATE HIGHWAY 131, THENCE ABOUT 3.9 MILES
 BT0741'NORTHEAST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0747 ***********************************************************************
 BT0747  DESIGNATION -  C 384
 BT0747  PID         -  BT0747
 BT0747  STATE/COUNTY-  AL/BARBOUR
 BT0747  USGS QUAD   -  BAKER HILL (1968)
 BT0747
 BT0747                         *CURRENT SURVEY CONTROL
 BT0747  ___________________________________________________________________
 BT0747* NAD 83(1986)-  31 47 27.     (N)    085 16 28.     (W)     SCALED    
 BT0747* NAVD 88     -       135.091  (meters)     443.21   (feet)  ADJUSTED  
 BT0747  ___________________________________________________________________
 BT0747  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BT0747  DYNAMIC HT  -         134.933 (meters)     442.69  (feet)  COMP
 BT0747  MODELED GRAV-     979,463.0   (mgal)                       NAVD 88
 BT0747
 BT0747  VERT ORDER  -  SECOND    CLASS 0
 BT0747
 BT0747.The horizontal coordinates were scaled from a topographic map and have
 BT0747.an estimated accuracy of +/- 6 seconds.
 BT0747
 BT0747.The orthometric height was determined by differential leveling
 BT0747.and adjusted by the National Geodetic Survey in June 1991..
 BT0747
 BT0747.The geoid height was determined by GEOID03.
 BT0747
 BT0747.The dynamic height is computed by dividing the NAVD 88
 BT0747.geopotential number by the normal gravity value computed on the
 BT0747.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0747.degrees latitude (g = 980.6199 gals.).
 BT0747
 BT0747.The modeled gravity was interpolated from observed gravity values.
 BT0747
 BT0747;                    North         East    Units  Estimated Accuracy
 BT0747;SPC AL E     -   143,250.      252,930.      MT  (+/- 180 meters Scaled)
 BT0747
 BT0747                          SUPERSEDED SURVEY CONTROL
 BT0747
 BT0747  NGVD 29 (??/??/92)  135.135  (m)          443.36   (f) ADJ UNCH    2 0
 BT0747
 BT0747.Superseded values are not recommended for survey control.
 BT0747.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0747.See file dsdata.txt to determine how the superseded data were derived.
 BT0747
 BT0747_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA633185(NAD 83)
 BT0747_MARKER: DB = BENCH MARK DISK
 BT0747_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0747_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0747_STAMPING: C 384 1952
 BT0747_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0747+STABILITY: SURFACE MOTION
 BT0747
 BT0747  HISTORY     - Date     Condition        Report By
 BT0747  HISTORY     - 1952     MONUMENTED       CGS
 BT0747
 BT0747                          STATION DESCRIPTION
 BT0747
 BT0747'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0747'1.8 MI NE FROM BAKERHILL.
 BT0747'ABOUT 1.8 MILES NORTHEAST ALONG STATE HIGHWAY 131 FROM THE POST
 BT0747'OFFICE AND CROSSROADS AT BAKERHILL, ABOUT 0.2 MILE NORTHEAST
 BT0747'OF THE TOP OF A GRADE, 60 FEET SOUTHEAST OF CENTER LINE OF
 BT0747'HIGHWAY, 1 FOOT NORTHWEST OF A FENCE LINE, 74 FEET SOUTHWEST OF A
 BT0747'FENCE CORNER, 128 FEET EAST OF SOUTHEAST END OF A 24-INCH PIPE
 BT0747'CULVERT, 180 FEET SOUTHWEST OF POWER POLE NO. 9-1, 2 FEET NORTHEAST
 BT0747'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET
 BT0747'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0939 ***********************************************************************
 CM0939  DESIGNATION -  C 385
 CM0939  PID         -  CM0939
 CM0939  STATE/COUNTY-  AL/BARBOUR
 CM0939  USGS QUAD   -  BATESVILLE (1973)
 CM0939
 CM0939                         *CURRENT SURVEY CONTROL
 CM0939  ___________________________________________________________________
 CM0939* NAD 83(1986)-  32 01 56.     (N)    085 22 00.     (W)     SCALED    
 CM0939* NAVD 88     -        86.482  (meters)     283.73   (feet)  ADJUSTED  
 CM0939  ___________________________________________________________________
 CM0939  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 CM0939  DYNAMIC HT  -          86.383 (meters)     283.41  (feet)  COMP
 CM0939  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CM0939
 CM0939  VERT ORDER  -  SECOND    CLASS 0
 CM0939
 CM0939.The horizontal coordinates were scaled from a topographic map and have
 CM0939.an estimated accuracy of +/- 6 seconds.
 CM0939
 CM0939.The orthometric height was determined by differential leveling
 CM0939.and adjusted by the National Geodetic Survey in June 1991..
 CM0939
 CM0939.The geoid height was determined by GEOID03.
 CM0939
 CM0939.The dynamic height is computed by dividing the NAVD 88
 CM0939.geopotential number by the normal gravity value computed on the
 CM0939.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0939.degrees latitude (g = 980.6199 gals.).
 CM0939
 CM0939.The modeled gravity was interpolated from observed gravity values.
 CM0939
 CM0939;                    North         East    Units  Estimated Accuracy
 CM0939;SPC AL E     -   169,970.      244,080.      MT  (+/- 180 meters Scaled)
 CM0939
 CM0939                          SUPERSEDED SURVEY CONTROL
 CM0939
 CM0939  NGVD 29 (??/??/92)   86.502  (m)          283.80   (f) ADJ UNCH    2 0
 CM0939
 CM0939.Superseded values are not recommended for survey control.
 CM0939.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0939.See file dsdata.txt to determine how the superseded data were derived.
 CM0939
 CM0939_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA542451(NAD 83)
 CM0939_MARKER: DB = BENCH MARK DISK
 CM0939_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0939_SP_SET: CULVERT
 CM0939_STAMPING: C 385 1952
 CM0939_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0939
 CM0939  HISTORY     - Date     Condition        Report By
 CM0939  HISTORY     - 1952     MONUMENTED       CGS
 CM0939
 CM0939                          STATION DESCRIPTION
 CM0939
 CM0939'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0939'1.2 MI NE FROM COMER.
 CM0939'ABOUT 0.3 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CENTRAL OF
 CM0939'GEORGIA RAILWAY STATION AT COMER, THENCE ABOUT 0.95 MILE EAST
 CM0939'ALONG U.S. HIGHWAY 82, ABOUT 0.65 MILE EAST OF THE JUNCTION OF A
 CM0939'BLACK TOP ROAD LEADING NORTH TO SPRING HILL AND RUTHERFORD, IN
 CM0939'THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A 5-FOOT
 CM0939'CONCRETE CULVERT, 17 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY AND
 CM0939'ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0996 ***********************************************************************
 CM0996  DESIGNATION -  C 387
 CM0996  PID         -  CM0996
 CM0996  STATE/COUNTY-  AL/RUSSELL
 CM0996  USGS QUAD   -  CRAWFORD (1984)
 CM0996
 CM0996                         *CURRENT SURVEY CONTROL
 CM0996  ___________________________________________________________________
 CM0996* NAD 83(1986)-  32 26 48.     (N)    085 10 10.     (W)     SCALED    
 CM0996* NAVD 88     -       125.789  (meters)     412.69   (feet)  ADJUSTED  
 CM0996  ___________________________________________________________________
 CM0996  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 CM0996  DYNAMIC HT  -         125.644 (meters)     412.22  (feet)  COMP
 CM0996  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 CM0996
 CM0996  VERT ORDER  -  SECOND    CLASS 0
 CM0996
 CM0996.The horizontal coordinates were scaled from a topographic map and have
 CM0996.an estimated accuracy of +/- 6 seconds.
 CM0996
 CM0996.The orthometric height was determined by differential leveling
 CM0996.and adjusted by the National Geodetic Survey in June 1991..
 CM0996
 CM0996.The geoid height was determined by GEOID03.
 CM0996
 CM0996.The dynamic height is computed by dividing the NAVD 88
 CM0996.geopotential number by the normal gravity value computed on the
 CM0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0996.degrees latitude (g = 980.6199 gals.).
 CM0996
 CM0996.The modeled gravity was interpolated from observed gravity values.
 CM0996
 CM0996;                    North         East    Units  Estimated Accuracy
 CM0996;SPC AL E     -   216,030.      262,430.      MT  (+/- 180 meters Scaled)
 CM0996
 CM0996                          SUPERSEDED SURVEY CONTROL
 CM0996
 CM0996  NGVD 29 (??/??/92)  125.793  (m)          412.71   (f) ADJ UNCH    2 0
 CM0996
 CM0996.Superseded values are not recommended for survey control.
 CM0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0996.See file dsdata.txt to determine how the superseded data were derived.
 CM0996
 CM0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA720914(NAD 83)
 CM0996_MARKER: DB = BENCH MARK DISK
 CM0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0996_STAMPING: C 387 1952
 CM0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0996+STABILITY: SURFACE MOTION
 CM0996
 CM0996  HISTORY     - Date     Condition        Report By
 CM0996  HISTORY     - 1952     MONUMENTED       CGS
 CM0996  HISTORY     - 20020204 MARK NOT FOUND   JCLS
 CM0996
 CM0996                          STATION DESCRIPTION
 CM0996
 CM0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0996'1.4 MI SE FROM CRAWFORD.
 CM0996'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE METHODIST
 CM0996'CHURCH AT CRAWFORD, THENCE ABOUT 1.25 MILES SOUTHEAST ALONG A BLACK
 CM0996'TOP ROAD, ABOUT 0.65 MILE SOUTHEAST OF JUNCTION OF A BLACK TOP ROAD
 CM0996'SOUTH, ABOUT 0.85 MILE WEST OF JUNCTION OF A BLACK TOP ROAD
 CM0996'NORTHEAST AT THE JUNCTION OF A NARROW SAND ROAD SOUTH, 20 FEET SOUTH
 CM0996'OF CENTER LINE OF ROAD, 22 FEET EAST OF CENTER LINE OF ROAD SOUTH,
 CM0996'9 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, 2 FEET
 CM0996'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE ROAD AND SET
 CM0996'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CM0996
 CM0996                          STATION RECOVERY (2002)
 CM0996
 CM0996'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 CM0996'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0871 ***********************************************************************
 CM0871  DESIGNATION -  C 388
 CM0871  PID         -  CM0871
 CM0871  STATE/COUNTY-  AL/RUSSELL
 CM0871  USGS QUAD   -  PITTSVIEW (1984)
 CM0871
 CM0871                         *CURRENT SURVEY CONTROL
 CM0871  ___________________________________________________________________
 CM0871* NAD 83(1986)-  32 12 09.     (N)    085 10 03.     (W)     SCALED    
 CM0871* NAVD 88     -        80.816  (meters)     265.14   (feet)  ADJUSTED  
 CM0871  ___________________________________________________________________
 CM0871  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CM0871  DYNAMIC HT  -          80.724 (meters)     264.84  (feet)  COMP
 CM0871  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 CM0871
 CM0871  VERT ORDER  -  SECOND    CLASS 0
 CM0871
 CM0871.The horizontal coordinates were scaled from a topographic map and have
 CM0871.an estimated accuracy of +/- 6 seconds.
 CM0871
 CM0871.The orthometric height was determined by differential leveling
 CM0871.and adjusted by the National Geodetic Survey in June 1991..
 CM0871
 CM0871.The geoid height was determined by GEOID03.
 CM0871
 CM0871.The dynamic height is computed by dividing the NAVD 88
 CM0871.geopotential number by the normal gravity value computed on the
 CM0871.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0871.degrees latitude (g = 980.6199 gals.).
 CM0871
 CM0871.The modeled gravity was interpolated from observed gravity values.
 CM0871
 CM0871;                    North         East    Units  Estimated Accuracy
 CM0871;SPC AL E     -   188,950.      262,780.      MT  (+/- 180 meters Scaled)
 CM0871
 CM0871                          SUPERSEDED SURVEY CONTROL
 CM0871
 CM0871  NGVD 29 (??/??/92)   80.848  (m)          265.25   (f) ADJ UNCH    2 0
 CM0871
 CM0871.Superseded values are not recommended for survey control.
 CM0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0871.See file dsdata.txt to determine how the superseded data were derived.
 CM0871
 CM0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA727643(NAD 83)
 CM0871_MARKER: DB = BENCH MARK DISK
 CM0871_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0871_SP_SET: CULVERT
 CM0871_STAMPING: C 288 1952
 CM0871_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0871
 CM0871  HISTORY     - Date     Condition        Report By
 CM0871  HISTORY     - 1952     MONUMENTED       CGS
 CM0871
 CM0871                          STATION DESCRIPTION
 CM0871
 CM0871'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0871'1 MI N FROM PITTSVIEW.
 CM0871'ABOUT 1.0 MILE NORTH ALONG U.S. HIGHWAY 241 FROM THE CROSSING OF
 CM0871'THE SEABOARD AIR LINE RAILROAD AT PITTSVIEW, ON THE OUTSIDE OF A
 CM0871'LONG CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, IN THE TOP
 CM0871'OF THE NORTH END OF THE WEST HEAD WALL OF AN 8-FOOT CONCRETE
 CM0871'CULVERT WITH PARTITION, 22 FEET WEST OF CENTER LINE OF HIGHWAY,
 CM0871'1 FOOT SOUTH OF NORTH END OF HEAD WALL AND ABOUT 2 FEET BELOW
 CM0871'HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0912 ***********************************************************************
 BT0912  DESIGNATION -  C 389
 BT0912  PID         -  BT0912
 BT0912  STATE/COUNTY-  AL/HOUSTON
 BT0912  USGS QUAD   -  GORDON (1981)
 BT0912
 BT0912                         *CURRENT SURVEY CONTROL
 BT0912  ___________________________________________________________________
 BT0912* NAD 83(1986)-  31 08 07.     (N)    085 04 22.     (W)     SCALED    
 BT0912* NAVD 88     -        35.040  (meters)     114.96   (feet)  ADJUSTED  
 BT0912  ___________________________________________________________________
 BT0912  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BT0912  DYNAMIC HT  -          34.996 (meters)     114.82  (feet)  COMP
 BT0912  MODELED GRAV-     979,384.1   (mgal)                       NAVD 88
 BT0912
 BT0912  VERT ORDER  -  SECOND    CLASS 0
 BT0912
 BT0912.The horizontal coordinates were scaled from a topographic map and have
 BT0912.an estimated accuracy of +/- 6 seconds.
 BT0912
 BT0912.The orthometric height was determined by differential leveling
 BT0912.and adjusted by the National Geodetic Survey in June 1991..
 BT0912
 BT0912.The geoid height was determined by GEOID03.
 BT0912
 BT0912.The dynamic height is computed by dividing the NAVD 88
 BT0912.geopotential number by the normal gravity value computed on the
 BT0912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0912.degrees latitude (g = 980.6199 gals.).
 BT0912
 BT0912.The modeled gravity was interpolated from observed gravity values.
 BT0912
 BT0912;                    North         East    Units  Estimated Accuracy
 BT0912;SPC AL E     -    70,680.      272,530.      MT  (+/- 180 meters Scaled)
 BT0912
 BT0912                          SUPERSEDED SURVEY CONTROL
 BT0912
 BT0912  NGVD 29 (??/??/92)   35.158  (m)          115.35   (f) ADJ UNCH    2 0
 BT0912
 BT0912.Superseded values are not recommended for survey control.
 BT0912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0912.See file dsdata.txt to determine how the superseded data were derived.
 BT0912
 BT0912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV837461(NAD 83)
 BT0912_MARKER: DB = BENCH MARK DISK
 BT0912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0912_STAMPING: C 389 1952
 BT0912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0912+STABILITY: SURFACE MOTION
 BT0912
 BT0912  HISTORY     - Date     Condition        Report By
 BT0912  HISTORY     - 1952     MONUMENTED       CGS
 BT0912  HISTORY     - 1967     MARK NOT FOUND   DOD
 BT0912
 BT0912                          STATION DESCRIPTION
 BT0912
 BT0912'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0912'1 MI NW FROM ALAGA.
 BT0912'ABOUT 1.0 MILE NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BT0912'FROM THE STATION AT ALAGA, ABOUT 0.2 MILE SOUTHEAST OF MILE POST
 BT0912'N 762, AT A FARM ROAD CROSSING, 47 FEET NORTHEAST OF NORTHEAST
 BT0912'RAIL, 25 1/2 FEET SOUTHEAST OF CENTER OF A BOARD GATE ACROSS
 BT0912'FARM ROAD, 67 FEET NORTHEAST AND ACROSS THE TRACK FROM A SIGN
 BT0912'STATION ONE MILE, 1 FOOT SOUTHWEST OF A FENCE LINE, ABOUT 2 FEET
 BT0912'BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 BT0912'PROJECTING 2 INCHES.
 BT0912
 BT0912                          STATION RECOVERY (1967)
 BT0912
 BT0912'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1967
 BT0912'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1097 ***********************************************************************
 EE1097  DESIGNATION -  C 39
 EE1097  PID         -  EE1097
 EE1097  STATE/COUNTY-  AL/CHEROKEE
 EE1097  USGS QUAD   -  CENTRE (1986)
 EE1097
 EE1097                         *CURRENT SURVEY CONTROL
 EE1097  ___________________________________________________________________
 EE1097* NAD 83(1986)-  34 07 36.     (N)    085 38 25.     (W)     SCALED    
 EE1097* NAVD 88     -       203.148  (meters)     666.49   (feet)  ADJUSTED  
 EE1097  ___________________________________________________________________
 EE1097  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1097  DYNAMIC HT  -         202.936 (meters)     665.80  (feet)  COMP
 EE1097  MODELED GRAV-     979,591.2   (mgal)                       NAVD 88
 EE1097
 EE1097  VERT ORDER  -  SECOND    CLASS 0
 EE1097
 EE1097.The horizontal coordinates were scaled from a topographic map and have
 EE1097.an estimated accuracy of +/- 6 seconds.
 EE1097
 EE1097.The orthometric height was determined by differential leveling
 EE1097.and adjusted by the National Geodetic Survey in June 1991..
 EE1097
 EE1097.The geoid height was determined by GEOID03.
 EE1097
 EE1097.The dynamic height is computed by dividing the NAVD 88
 EE1097.geopotential number by the normal gravity value computed on the
 EE1097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1097.degrees latitude (g = 980.6199 gals.).
 EE1097
 EE1097.The modeled gravity was interpolated from observed gravity values.
 EE1097
 EE1097;                    North         East    Units  Estimated Accuracy
 EE1097;SPC AL E     -   402,170.      217,810.      MT  (+/- 180 meters Scaled)
 EE1097
 EE1097                          SUPERSEDED SURVEY CONTROL
 EE1097
 EE1097  NGVD 29 (??/??/92)  203.092  (m)          666.31   (f) ADJ UNCH    2 0
 EE1097
 EE1097.Superseded values are not recommended for survey control.
 EE1097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1097.See file dsdata.txt to determine how the superseded data were derived.
 EE1097
 EE1097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC253770(NAD 83)
 EE1097_MARKER: DB = BENCH MARK DISK
 EE1097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1097_STAMPING: C 39 1934
 EE1097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1097+STABILITY: SURFACE MOTION
 EE1097
 EE1097  HISTORY     - Date     Condition        Report By
 EE1097  HISTORY     - 1934     MONUMENTED       CGS
 EE1097  HISTORY     - 1959     GOOD             NGS
 EE1097
 EE1097                          STATION DESCRIPTION
 EE1097
 EE1097'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EE1097'3 MI SE FROM CENTRE.
 EE1097'ABOUT 3.0 MILES SOUTHEASTERLY ALONG NO. 411 U.S. HIGHWAY FROM
 EE1097'THE COURTHOUSE IN THE TOWN OF CENTRE, ABOUT 55 YARDS NW OF THE
 EE1097'CREST OF A RIDGE (POINT OF DEEPEST HIGHWAY CUT), 38 FEET SW OF
 EE1097'CENTER LINE OF 20-FOOT HIGHWAY PAVEMENT, ABOUT ON A LEVEL WITH
 EE1097'SAME, 25 FEET W OF CENTER LINE OF A NEIGHBORHOOD ROAD, 3-1/2 FEET
 EE1097'NE OF A FENCE, 2 FEET SSE OF A STEEL WITNESS POST, AND PROJECTING
 EE1097'0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1091 ***********************************************************************
 BT1091  DESIGNATION -  C 390
 BT1091  PID         -  BT1091
 BT1091  STATE/COUNTY-  AL/HOUSTON
 BT1091  USGS QUAD   -  GRANGEBURG (1970)
 BT1091
 BT1091                         *CURRENT SURVEY CONTROL
 BT1091  ___________________________________________________________________
 BT1091* NAD 83(1986)-  31 07 03.     (N)    085 11 53.     (W)     SCALED    
 BT1091* NAVD 88     -        57.574  (meters)     188.89   (feet)  ADJUSTED  
 BT1091  ___________________________________________________________________
 BT1091  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BT1091  DYNAMIC HT  -          57.502 (meters)     188.65  (feet)  COMP
 BT1091  MODELED GRAV-     979,383.1   (mgal)                       NAVD 88
 BT1091
 BT1091  VERT ORDER  -  SECOND    CLASS 0
 BT1091
 BT1091.The horizontal coordinates were scaled from a topographic map and have
 BT1091.an estimated accuracy of +/- 6 seconds.
 BT1091
 BT1091.The orthometric height was determined by differential leveling
 BT1091.and adjusted by the National Geodetic Survey in June 1991..
 BT1091
 BT1091.The geoid height was determined by GEOID03.
 BT1091
 BT1091.The dynamic height is computed by dividing the NAVD 88
 BT1091.geopotential number by the normal gravity value computed on the
 BT1091.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1091.degrees latitude (g = 980.6199 gals.).
 BT1091
 BT1091.The modeled gravity was interpolated from observed gravity values.
 BT1091
 BT1091;                    North         East    Units  Estimated Accuracy
 BT1091;SPC AL E     -    68,630.      260,600.      MT  (+/- 180 meters Scaled)
 BT1091
 BT1091                          SUPERSEDED SURVEY CONTROL
 BT1091
 BT1091  NGVD 29 (??/??/92)   57.682  (m)          189.25   (f) ADJ UNCH    2 0
 BT1091
 BT1091.Superseded values are not recommended for survey control.
 BT1091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1091.See file dsdata.txt to determine how the superseded data were derived.
 BT1091
 BT1091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV718440(NAD 83)
 BT1091_MARKER: DB = BENCH MARK DISK
 BT1091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1091_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1091_STAMPING: C 390 1952
 BT1091_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1091+STABILITY: SURFACE MOTION
 BT1091
 BT1091  HISTORY     - Date     Condition        Report By
 BT1091  HISTORY     - 1952     MONUMENTED       CGS
 BT1091
 BT1091                          STATION DESCRIPTION
 BT1091
 BT1091'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1091'3 MI SW FROM PANSEY.
 BT1091'ABOUT 1.1 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1091'OF U.S. HIGHWAY 84 AT PANSEY, THENCE ABOUT 1.9 MILES WEST AND
 BT1091'SOUTHWEST ALONG A GRADED ROAD, ABOUT 0.1 MILE NORTHEAST OF ROCKY
 BT1091'CREEK CHURCH AND CEMETERY, AT THE JUNCTION OF A ROAD LEADING
 BT1091'SOUTHEAST, 48 FEET SOUTHEAST OF CENTER LINE OF ROAD, 27 FEET
 BT1091'SOUTHWEST OF CENTER LINE OF ROAD SOUTHEAST, 35 FEET NORTH OF
 BT1091'POWER POLE NO. 2D 96, 18 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1
 BT1091'FOOT NORTHEAST OF A FENCE LINE ABOUT 1 FOOT BELOW LEVEL OF ROAD
 BT1091'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0856 ***********************************************************************
 CM0856  DESIGNATION -  C 391
 CM0856  PID         -  CM0856
 CM0856  STATE/COUNTY-  AL/RUSSELL
 CM0856  USGS QUAD   -  HOWE (1985)
 CM0856
 CM0856                         *CURRENT SURVEY CONTROL
 CM0856  ___________________________________________________________________
 CM0856* NAD 83(1986)-  32 04 12.     (N)    085 07 51.     (W)     SCALED    
 CM0856* NAVD 88     -        94.162  (meters)     308.93   (feet)  ADJUSTED  
 CM0856  ___________________________________________________________________
 CM0856  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CM0856  DYNAMIC HT  -          94.054 (meters)     308.58  (feet)  COMP
 CM0856  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 CM0856
 CM0856  VERT ORDER  -  SECOND    CLASS 0
 CM0856
 CM0856.The horizontal coordinates were scaled from a topographic map and have
 CM0856.an estimated accuracy of +/- 6 seconds.
 CM0856
 CM0856.The orthometric height was determined by differential leveling
 CM0856.and adjusted by the National Geodetic Survey in June 1991..
 CM0856
 CM0856.The geoid height was determined by GEOID03.
 CM0856
 CM0856.The dynamic height is computed by dividing the NAVD 88
 CM0856.geopotential number by the normal gravity value computed on the
 CM0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0856.degrees latitude (g = 980.6199 gals.).
 CM0856
 CM0856.The modeled gravity was interpolated from observed gravity values.
 CM0856
 CM0856;                    North         East    Units  Estimated Accuracy
 CM0856;SPC AL E     -   174,280.      266,330.      MT  (+/- 180 meters Scaled)
 CM0856
 CM0856                          SUPERSEDED SURVEY CONTROL
 CM0856
 CM0856  NGVD 29 (??/??/92)   94.198  (m)          309.05   (f) ADJ UNCH    2 0
 CM0856
 CM0856.Superseded values are not recommended for survey control.
 CM0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0856.See file dsdata.txt to determine how the superseded data were derived.
 CM0856
 CM0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA764497(NAD 83)
 CM0856_MARKER: DB = BENCH MARK DISK
 CM0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0856_STAMPING: C 391 1952
 CM0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0856+STABILITY: SURFACE MOTION
 CM0856
 CM0856  HISTORY     - Date     Condition        Report By
 CM0856  HISTORY     - 1952     MONUMENTED       CGS
 CM0856  HISTORY     - 1973     MARK NOT FOUND   USGS
 CM0856
 CM0856                          STATION DESCRIPTION
 CM0856
 CM0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0856'4 MI SE FROM GLENVILLE.
 CM0856'ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 241 FROM THE
 CM0856'EPISCOPAL CHURCH AND CROSSROAD AT SOUTH EDGE OF GLENVILLE, THENCE
 CM0856'ABOUT 1.25 MILES EAST ALONG A GRADED ROAD, ABOUT 0.2 MILE
 CM0856'NORTHWEST OF BOTTOM OF GRADE AND A SHARP CURVE IN THE ROAD WITH
 CM0856'TANGENTS EXTENDING NORTHWEST AND NORTHEAST, AT THE TOP OF A
 CM0856'GRADE, 24 FEET SOUTHWEST OF CENTER LINE OF ROAD, 3 FEET NORTH OF
 CM0856'A FENCE LINE FOLLOWING A WOODED DITCH BETWEEN TWO CULTIVATED
 CM0856'FIELDS, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CM0856'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0856'3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE POST OFFICE AT
 CM0856'COTTONTON BY GOING ABOUT 5.4 MILES SOUTH ALONG STATE HIGHWAY 165,
 CM0856'THENCE ABOUT 1.9 MILES WEST ALONG A GRADED ROAD, THENCE ABOUT 1.0
 CM0856'MILE SOUTHWEST AND NORTHWEST ALONG A GRADED ROAD.
 CM0856
 CM0856                          STATION RECOVERY (1973)
 CM0856
 CM0856'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CM0856'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0896 ***********************************************************************
 CM0896  DESIGNATION -  C 392
 CM0896  PID         -  CM0896
 CM0896  STATE/COUNTY-  AL/BARBOUR
 CM0896  USGS QUAD   -  COMER (1973)
 CM0896
 CM0896                         *CURRENT SURVEY CONTROL
 CM0896  ___________________________________________________________________
 CM0896* NAD 83(1986)-  32 06 07.     (N)    085 24 39.     (W)     SCALED    
 CM0896* NAVD 88     -       135.382  (meters)     444.17   (feet)  ADJUSTED  
 CM0896  ___________________________________________________________________
 CM0896  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CM0896  DYNAMIC HT  -         135.227 (meters)     443.66  (feet)  COMP
 CM0896  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CM0896
 CM0896  VERT ORDER  -  SECOND    CLASS 0
 CM0896
 CM0896.The horizontal coordinates were scaled from a topographic map and have
 CM0896.an estimated accuracy of +/- 6 seconds.
 CM0896
 CM0896.The orthometric height was determined by differential leveling
 CM0896.and adjusted by the National Geodetic Survey in June 1991..
 CM0896
 CM0896.The geoid height was determined by GEOID03.
 CM0896
 CM0896.The dynamic height is computed by dividing the NAVD 88
 CM0896.geopotential number by the normal gravity value computed on the
 CM0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0896.degrees latitude (g = 980.6199 gals.).
 CM0896
 CM0896.The modeled gravity was interpolated from observed gravity values.
 CM0896
 CM0896;                    North         East    Units  Estimated Accuracy
 CM0896;SPC AL E     -   177,690.      239,880.      MT  (+/- 180 meters Scaled)
 CM0896
 CM0896                          SUPERSEDED SURVEY CONTROL
 CM0896
 CM0896  NGVD 29 (??/??/92)  135.392  (m)          444.20   (f) ADJ UNCH    2 0
 CM0896
 CM0896.Superseded values are not recommended for survey control.
 CM0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0896.See file dsdata.txt to determine how the superseded data were derived.
 CM0896
 CM0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA499528(NAD 83)
 CM0896_MARKER: DB = BENCH MARK DISK
 CM0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0896_STAMPING: C 392 1952
 CM0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0896+STABILITY: SURFACE MOTION
 CM0896
 CM0896  HISTORY     - Date     Condition        Report By
 CM0896  HISTORY     - 1952     MONUMENTED       CGS
 CM0896
 CM0896                          STATION DESCRIPTION
 CM0896
 CM0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0896'5 MI NW FROM SPRING HILL.
 CM0896'ABOUT 4.95 MILES NORTHWEST AND WEST ALONG A GRADED ROAD FROM
 CM0896'INTERSECTION OF A BLACK TOP ROAD AT SPRING HILL, ABOUT 1.1 MILES
 CM0896'WEST OF JUNCTION OF A ROAD NORTH TO HURTSBORO, ABOUT 0.8 MILE WEST
 CM0896'OF RAYMOND CHAPEL CHURCH AND CEMETERY, ABOUT 25 YARDS NORTHEAST OF
 CM0896'BOTTOM OF GRADES, 39 FEET NORTH OF CENTER LINE OF ROAD, 15 FEET
 CM0896'EAST OF CENTER LINE OF A TRAIL NORTH, 28 FEET EAST AND ACROSS TRAIL
 CM0896'FROM A 12-INCH PINE TREE WHICH IS IN A FENCE LINE RUNNING NORTH,
 CM0896'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 CM0896'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0801 ***********************************************************************
 BT0801  DESIGNATION -  C 393
 BT0801  PID         -  BT0801
 BT0801  STATE/COUNTY-  AL/BARBOUR
 BT0801  USGS QUAD   -  CLAYTON NORTH (1979)
 BT0801
 BT0801                         *CURRENT SURVEY CONTROL
 BT0801  ___________________________________________________________________
 BT0801* NAD 83(1986)-  31 58 53.     (N)    085 28 51.     (W)     SCALED    
 BT0801* NAVD 88     -       123.104  (meters)     403.88   (feet)  ADJUSTED  
 BT0801  ___________________________________________________________________
 BT0801  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT0801  DYNAMIC HT  -         122.960 (meters)     403.41  (feet)  COMP
 BT0801  MODELED GRAV-     979,468.4   (mgal)                       NAVD 88
 BT0801
 BT0801  VERT ORDER  -  SECOND    CLASS 0
 BT0801
 BT0801.The horizontal coordinates were scaled from a topographic map and have
 BT0801.an estimated accuracy of +/- 6 seconds.
 BT0801
 BT0801.The orthometric height was determined by differential leveling
 BT0801.and adjusted by the National Geodetic Survey in June 1991..
 BT0801
 BT0801.The geoid height was determined by GEOID03.
 BT0801
 BT0801.The dynamic height is computed by dividing the NAVD 88
 BT0801.geopotential number by the normal gravity value computed on the
 BT0801.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0801.degrees latitude (g = 980.6199 gals.).
 BT0801
 BT0801.The modeled gravity was interpolated from observed gravity values.
 BT0801
 BT0801;                    North         East    Units  Estimated Accuracy
 BT0801;SPC AL E     -   164,300.      233,310.      MT  (+/- 180 meters Scaled)
 BT0801
 BT0801                          SUPERSEDED SURVEY CONTROL
 BT0801
 BT0801  NGVD 29 (??/??/92)  123.108  (m)          403.90   (f) ADJ UNCH    2 0
 BT0801
 BT0801.Superseded values are not recommended for survey control.
 BT0801.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0801.See file dsdata.txt to determine how the superseded data were derived.
 BT0801
 BT0801_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA435393(NAD 83)
 BT0801_MARKER: DB = BENCH MARK DISK
 BT0801_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0801_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0801_STAMPING: C 393 1952
 BT0801_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0801+STABILITY: SURFACE MOTION
 BT0801
 BT0801  HISTORY     - Date     Condition        Report By
 BT0801  HISTORY     - 1952     MONUMENTED       CGS
 BT0801
 BT0801                          STATION DESCRIPTION
 BT0801
 BT0801'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0801'3 MI NE FROM MT ANDREW.
 BT0801'ABOUT 3.0 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE
 BT0801'AND JUNCTION OF STATE HIGHWAY 51 AT MT. ANDREW, ABOUT 0.5 MILE
 BT0801'EAST OF NEW BETHEL CHURCH, ABOUT 125 YARDS WEST OF THE TOP OF A
 BT0801'GRADE, 112 FEET SOUTH OF CENTER LINE OF ROAD, 1 1/2 FEET EAST OF
 BT0801'A TALL WIRE FENCE, 15 FEET NORTH OF AN 8-INCH WATER OAK TREE
 BT0801'WHICH IS AT SOUTHEAST CORNER OF A CATTLE LOT, 44 FEET SOUTH OF A
 BT0801'FORKED GUM TREE WHICH IS AT SOUTHEAST CORNER OF A BOARD FENCE
 BT0801'CATTLE PEN WITH LOADING CHUTE, 12 FEET WEST OF CENTER LINE OF A
 BT0801'TRAIL LEADING SOUTH TO A SAW DUST PILE, 2 FEET SOUTH OF A WHITE
 BT0801'WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND TRAIL AND SET IN
 BT0801'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2280 ***********************************************************************
 CN2280  DESIGNATION -  C 394
 CN2280  PID         -  CN2280
 CN2280  STATE/COUNTY-  AL/WILCOX
 CN2280  USGS QUAD   -  KIMBROUGH (1978)
 CN2280
 CN2280                         *CURRENT SURVEY CONTROL
 CN2280  ___________________________________________________________________
 CN2280* NAD 83(1986)-  32 06 58.     (N)    087 33 56.     (W)     SCALED    
 CN2280* NAVD 88     -        37.593  (meters)     123.34   (feet)  ADJUSTED  
 CN2280  ___________________________________________________________________
 CN2280  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CN2280  DYNAMIC HT  -          37.548 (meters)     123.19  (feet)  COMP
 CN2280  MODELED GRAV-     979,464.1   (mgal)                       NAVD 88
 CN2280
 CN2280  VERT ORDER  -  SECOND    CLASS 0
 CN2280
 CN2280.The horizontal coordinates were scaled from a topographic map and have
 CN2280.an estimated accuracy of +/- 6 seconds.
 CN2280
 CN2280.The orthometric height was determined by differential leveling
 CN2280.and adjusted by the National Geodetic Survey in June 1991..
 CN2280
 CN2280.The geoid height was determined by GEOID03.
 CN2280
 CN2280.The dynamic height is computed by dividing the NAVD 88
 CN2280.geopotential number by the normal gravity value computed on the
 CN2280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2280.degrees latitude (g = 980.6199 gals.).
 CN2280
 CN2280.The modeled gravity was interpolated from observed gravity values.
 CN2280
 CN2280;                    North         East    Units  Estimated Accuracy
 CN2280;SPC AL W     -   234,600.      593,810.      MT  (+/- 180 meters Scaled)
 CN2280
 CN2280                          SUPERSEDED SURVEY CONTROL
 CN2280
 CN2280  NGVD 29 (??/??/92)   37.551  (m)          123.20   (f) ADJ UNCH    2 0
 CN2280
 CN2280.Superseded values are not recommended for survey control.
 CN2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2280.See file dsdata.txt to determine how the superseded data were derived.
 CN2280
 CN2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA466534(NAD 83)
 CN2280_MARKER: DB = BENCH MARK DISK
 CN2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2280_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2280_STAMPING: C 394 1952
 CN2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2280+STABILITY: SURFACE MOTION
 CN2280
 CN2280  HISTORY     - Date     Condition        Report By
 CN2280  HISTORY     - 1952     MONUMENTED       CGS
 CN2280
 CN2280                          STATION DESCRIPTION
 CN2280
 CN2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2280'0.25 MI S FROM LAMISON.
 CN2280'0.25 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN2280'LAMISON, WILCOX COUNTY, 0.35 MILE SOUTH ALONG STATE HIGHWAY 5 FROM THE
 CN2280'POST OFFICE AND JUNCTION OF A BLACK-TOP ROAD LEADING WEST, 109 FEET
 CN2280'WEST OF THE WEST RAIL, 54 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 CN2280'72.5 FEET WEST OF THE THIRD POLE SOUTH OF TRESTLE 29.5, 10 FEET SOUTH
 CN2280'OF A POWER-TRANSMISSION LINE POLE, 4 FEET SOUTHWEST OF A FENCE CORNER,
 CN2280'ABOUT 5 FEET HIGHER THAN THE TRACK, AND LEVEL WITH THE HIGHWAY. A
 CN2280'STANDARD DISK, STAMPED C 394 1952 AND SET IN THE TOP OF A CONCRETE
 CN2280'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1070 ***********************************************************************
 BT1070  DESIGNATION -  C 395
 BT1070  PID         -  BT1070
 BT1070  STATE/COUNTY-  AL/HOUSTON
 BT1070  USGS QUAD   -  ASHFORD (1970)
 BT1070
 BT1070                         *CURRENT SURVEY CONTROL
 BT1070  ___________________________________________________________________
 BT1070* NAD 83(1986)-  31 12 26.     (N)    085 12 49.     (W)     SCALED    
 BT1070* NAVD 88     -        62.473  (meters)     204.96   (feet)  ADJUSTED  
 BT1070  ___________________________________________________________________
 BT1070  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BT1070  DYNAMIC HT  -          62.395 (meters)     204.71  (feet)  COMP
 BT1070  MODELED GRAV-     979,393.9   (mgal)                       NAVD 88
 BT1070
 BT1070  VERT ORDER  -  SECOND    CLASS 0
 BT1070
 BT1070.The horizontal coordinates were scaled from a topographic map and have
 BT1070.an estimated accuracy of +/- 6 seconds.
 BT1070
 BT1070.The orthometric height was determined by differential leveling
 BT1070.and adjusted by the National Geodetic Survey in June 1991..
 BT1070
 BT1070.The geoid height was determined by GEOID03.
 BT1070
 BT1070.The dynamic height is computed by dividing the NAVD 88
 BT1070.geopotential number by the normal gravity value computed on the
 BT1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1070.degrees latitude (g = 980.6199 gals.).
 BT1070
 BT1070.The modeled gravity was interpolated from observed gravity values.
 BT1070
 BT1070;                    North         East    Units  Estimated Accuracy
 BT1070;SPC AL E     -    78,570.      259,060.      MT  (+/- 180 meters Scaled)
 BT1070
 BT1070                          SUPERSEDED SURVEY CONTROL
 BT1070
 BT1070  NGVD 29 (??/??/92)   62.577  (m)          205.30   (f) ADJ UNCH    2 0
 BT1070
 BT1070.Superseded values are not recommended for survey control.
 BT1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1070.See file dsdata.txt to determine how the superseded data were derived.
 BT1070
 BT1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV701539(NAD 83)
 BT1070_MARKER: DB = BENCH MARK DISK
 BT1070_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT1070_SP_SET: CULVERT
 BT1070_STAMPING: C 395 1953
 BT1070_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1070
 BT1070  HISTORY     - Date     Condition        Report By
 BT1070  HISTORY     - 1953     MONUMENTED       CGS
 BT1070
 BT1070                          STATION DESCRIPTION
 BT1070
 BT1070'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1070'2.2 MI NE FROM ASHFORD.
 BT1070'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1070'OF U.S. HIGHWAY 84 AT ASHFORD, THENCE ABOUT 1.8 MILES NORTHEAST
 BT1070'ALONG A BLACK TOP ROAD, AT THE BOTTOM OF GRADES, IN THE TOP OF
 BT1070'THE SOUTHEAST HEAD WALL OF A 30-FOOT CONCRETE CULVERT WITH TWO
 BT1070'PARTITIONS FOR CEDAR CREEK, 16 FEET SOUTHEAST OF CENTER LINE OF
 BT1070'ROAD AND ABOUT 1 1/2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1138 ***********************************************************************
 BT1138  DESIGNATION -  C 396
 BT1138  PID         -  BT1138
 BT1138  STATE/COUNTY-  AL/HOUSTON
 BT1138  USGS QUAD   -  COTTONWOOD (1980)
 BT1138
 BT1138                         *CURRENT SURVEY CONTROL
 BT1138  ___________________________________________________________________
 BT1138* NAD 83(1986)-  31 00 55.     (N)    085 17 37.     (W)     SCALED    
 BT1138* NAVD 88     -        41.594  (meters)     136.46   (feet)  ADJUSTED  
 BT1138  ___________________________________________________________________
 BT1138  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BT1138  DYNAMIC HT  -          41.541 (meters)     136.29  (feet)  COMP
 BT1138  MODELED GRAV-     979,373.9   (mgal)                       NAVD 88
 BT1138
 BT1138  VERT ORDER  -  SECOND    CLASS 0
 BT1138
 BT1138.The horizontal coordinates were scaled from a topographic map and have
 BT1138.an estimated accuracy of +/- 6 seconds.
 BT1138
 BT1138.The orthometric height was determined by differential leveling
 BT1138.and adjusted by the National Geodetic Survey in June 1991..
 BT1138
 BT1138.The geoid height was determined by GEOID03.
 BT1138
 BT1138.The dynamic height is computed by dividing the NAVD 88
 BT1138.geopotential number by the normal gravity value computed on the
 BT1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1138.degrees latitude (g = 980.6199 gals.).
 BT1138
 BT1138.The modeled gravity was interpolated from observed gravity values.
 BT1138
 BT1138;                    North         East    Units  Estimated Accuracy
 BT1138;SPC AL E     -    57,250.      251,540.      MT  (+/- 180 meters Scaled)
 BT1138
 BT1138                          SUPERSEDED SURVEY CONTROL
 BT1138
 BT1138  NGVD 29 (??/??/92)   41.707  (m)          136.83   (f) ADJ UNCH    2 0
 BT1138
 BT1138.Superseded values are not recommended for survey control.
 BT1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1138.See file dsdata.txt to determine how the superseded data were derived.
 BT1138
 BT1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV628325(NAD 83)
 BT1138_MARKER: DB = BENCH MARK DISK
 BT1138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1138_STAMPING: C 396 1952
 BT1138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1138+STABILITY: SURFACE MOTION
 BT1138
 BT1138  HISTORY     - Date     Condition        Report By
 BT1138  HISTORY     - 1952     MONUMENTED       CGS
 BT1138
 BT1138                          STATION DESCRIPTION
 BT1138
 BT1138'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1138'3 MI S FROM COTTONWOOD.
 BT1138'ABOUT 1.15 MILES SOUTHEAST ALONG STATE HIGHWAY 53 FROM THE JUNCTION
 BT1138'OF SEALY SPRINGS ROAD AT COTTONWOOD, THENCE ABOUT 1.85 MILES
 BT1138'SOUTHWEST AND SOUTH ALONG A GRADED ROAD, ABOUT 0.45 MILE SOUTH OF
 BT1138'MT. ZION BAPTIST CHURCH AND CEMETERY, AT THE JUNCTION OF A DIM ROAD
 BT1138'EAST BETWEEN TWO CULTIVATED FIELDS, 31 FEET EAST OF CENTER LINE OF
 BT1138'ROAD, 48 FEET SOUTH OF CENTER LINE OF DIM ROAD, 1 1/2 FEET NORTH
 BT1138'OF THE FIRST POWER POLE SOUTH OF DIM ROAD ALSO THE THIRD POWER
 BT1138'POLE NORTH OF A POLE WITH A TRANSFORMER, 37 FEET SOUTH OF SOUTH END
 BT1138'OF AN 18-INCH PIPE CULVERT UNDER DIM ROAD, ABOUT LEVEL WITH ROAD
 BT1138'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1044 ***********************************************************************
 BT1044  DESIGNATION -  C 397
 BT1044  PID         -  BT1044
 BT1044  STATE/COUNTY-  AL/HENRY
 BT1044  USGS QUAD   -  SIGMA (1970)
 BT1044
 BT1044                         *CURRENT SURVEY CONTROL
 BT1044  ___________________________________________________________________
 BT1044* NAD 83(1986)-  31 21 19.     (N)    085 11 05.     (W)     SCALED    
 BT1044* NAVD 88     -        51.831  (meters)     170.05   (feet)  ADJUSTED  
 BT1044  ___________________________________________________________________
 BT1044  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BT1044  DYNAMIC HT  -          51.768 (meters)     169.84  (feet)  COMP
 BT1044  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 BT1044
 BT1044  VERT ORDER  -  SECOND    CLASS 0
 BT1044
 BT1044.The horizontal coordinates were scaled from a topographic map and have
 BT1044.an estimated accuracy of +/- 6 seconds.
 BT1044
 BT1044.The orthometric height was determined by differential leveling
 BT1044.and adjusted by the National Geodetic Survey in June 1991..
 BT1044
 BT1044.The geoid height was determined by GEOID03.
 BT1044
 BT1044.The dynamic height is computed by dividing the NAVD 88
 BT1044.geopotential number by the normal gravity value computed on the
 BT1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1044.degrees latitude (g = 980.6199 gals.).
 BT1044
 BT1044.The modeled gravity was interpolated from observed gravity values.
 BT1044
 BT1044;                    North         East    Units  Estimated Accuracy
 BT1044;SPC AL E     -    95,000.      261,710.      MT  (+/- 180 meters Scaled)
 BT1044
 BT1044                          SUPERSEDED SURVEY CONTROL
 BT1044
 BT1044  NGVD 29 (??/??/92)   51.910  (m)          170.31   (f) ADJ UNCH    2 0
 BT1044
 BT1044.Superseded values are not recommended for survey control.
 BT1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1044.See file dsdata.txt to determine how the superseded data were derived.
 BT1044
 BT1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV726704(NAD 83)
 BT1044_MARKER: DB = BENCH MARK DISK
 BT1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT1044_SP_SET: ABUTMENT
 BT1044_STAMPING: C 397 1953
 BT1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1044
 BT1044  HISTORY     - Date     Condition        Report By
 BT1044  HISTORY     - 1953     MONUMENTED       CGS
 BT1044
 BT1044                          STATION DESCRIPTION
 BT1044
 BT1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1044'6.8 MI NW FROM COLUMBIA.
 BT1044'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BT1044'STATE HIGHWAY 52 AT COLUMBIA, THENCE ABOUT 5.85 MILES NORTHWEST
 BT1044'ALONG A BLACK TOP ROAD LEADING TO HEADLAND, IN THE TOP OF THE
 BT1044'NORTH END OF THE EAST CONCRETE ABUTMENT OF A 100-FOOT CONCRETE
 BT1044'BRIDGE OVER A CREEK, 16 FEET NORTH OF CENTER LINE OF ROAD, 1 FOOT
 BT1044'NORTH OF CONCRETE BANISTER AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1012 ***********************************************************************
 BT1012  DESIGNATION -  C 398
 BT1012  PID         -  BT1012
 BT1012  STATE/COUNTY-  AL/HOUSTON
 BT1012  USGS QUAD   -  HEADLAND (1969)
 BT1012
 BT1012                         *CURRENT SURVEY CONTROL
 BT1012  ___________________________________________________________________
 BT1012* NAD 83(1986)-  31 18 15.     (N)    085 16 50.     (W)     SCALED    
 BT1012* NAVD 88     -        55.819  (meters)     183.13   (feet)  ADJUSTED  
 BT1012  ___________________________________________________________________
 BT1012  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BT1012  DYNAMIC HT  -          55.750 (meters)     182.91  (feet)  COMP
 BT1012  MODELED GRAV-     979,407.6   (mgal)                       NAVD 88
 BT1012
 BT1012  VERT ORDER  -  SECOND    CLASS 0
 BT1012
 BT1012.The horizontal coordinates were scaled from a topographic map and have
 BT1012.an estimated accuracy of +/- 6 seconds.
 BT1012
 BT1012.The orthometric height was determined by differential leveling
 BT1012.and adjusted by the National Geodetic Survey in June 1991..
 BT1012
 BT1012.The geoid height was determined by GEOID03.
 BT1012
 BT1012.The dynamic height is computed by dividing the NAVD 88
 BT1012.geopotential number by the normal gravity value computed on the
 BT1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1012.degrees latitude (g = 980.6199 gals.).
 BT1012
 BT1012.The modeled gravity was interpolated from observed gravity values.
 BT1012
 BT1012;                    North         East    Units  Estimated Accuracy
 BT1012;SPC AL E     -    89,290.      252,620.      MT  (+/- 180 meters Scaled)
 BT1012
 BT1012                          SUPERSEDED SURVEY CONTROL
 BT1012
 BT1012  NGVD 29 (??/??/92)   55.919  (m)          183.46   (f) ADJ UNCH    2 0
 BT1012
 BT1012.Superseded values are not recommended for survey control.
 BT1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1012.See file dsdata.txt to determine how the superseded data were derived.
 BT1012
 BT1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV636645(NAD 83)
 BT1012_MARKER: DB = BENCH MARK DISK
 BT1012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1012_STAMPING: C 398 1953
 BT1012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1012+STABILITY: SURFACE MOTION
 BT1012
 BT1012  HISTORY     - Date     Condition        Report By
 BT1012  HISTORY     - 1953     MONUMENTED       CGS
 BT1012
 BT1012                          STATION DESCRIPTION
 BT1012
 BT1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1012'3.5 MI N FROM WEBB.
 BT1012'ABOUT 0.2 MILE WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT1012'THE STATION AT WEBB, THENCE ABOUT 0.65 MILE NORTH ALONG A BLACK
 BT1012'TOP ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG A PROMINENT GRADED
 BT1012'ROAD, THENCE ABOUT 2.15 MILES NORTH ALONG A GRADED ROAD, ABOUT
 BT1012'0.5 MILE SOUTH OF THE JUNCTION OF A NORTHWEST-SOUTHEAST BLACK
 BT1012'TOP ROAD, 133 YARDS SOUTH OF THE SOUTH END OF A LONG WOODEN
 BT1012'BRIDGE OVER OMUSEE CREEK, AT THE FOOT OF A HILL, 27 FEET WEST
 BT1012'OF CENTER LINE OF ROAD, 6 1/2 FEET NORTHWEST OF A 28-INCH WATER
 BT1012'OAK TREE, 32 1/2 FEET NORTH OF A 24-INCH GUM TREE, 181 FEET
 BT1012'NORTHWEST AND ACROSS ROAD FROM A POWER POLE, 2 FEET EAST OF A
 BT1012'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN THE
 BT1012'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0997 ***********************************************************************
 BT0997  DESIGNATION -  C 399
 BT0997  PID         -  BT0997
 BT0997  STATE/COUNTY-  AL/DALE
 BT0997  USGS QUAD   -  ECHO (1979)
 BT0997
 BT0997                         *CURRENT SURVEY CONTROL
 BT0997  ___________________________________________________________________
 BT0997* NAD 83(1986)-  31 25 18.     (N)    085 29 50.     (W)     SCALED    
 BT0997* NAVD 88     -       111.328  (meters)     365.25   (feet)  ADJUSTED  
 BT0997  ___________________________________________________________________
 BT0997  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BT0997  DYNAMIC HT  -         111.193 (meters)     364.81  (feet)  COMP
 BT0997  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 BT0997
 BT0997  VERT ORDER  -  SECOND    CLASS 0
 BT0997
 BT0997.The horizontal coordinates were scaled from a topographic map and have
 BT0997.an estimated accuracy of +/- 6 seconds.
 BT0997
 BT0997.The orthometric height was determined by differential leveling
 BT0997.and adjusted by the National Geodetic Survey in June 1991..
 BT0997
 BT0997.The geoid height was determined by GEOID03.
 BT0997
 BT0997.The dynamic height is computed by dividing the NAVD 88
 BT0997.geopotential number by the normal gravity value computed on the
 BT0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0997.degrees latitude (g = 980.6199 gals.).
 BT0997
 BT0997.The modeled gravity was interpolated from observed gravity values.
 BT0997
 BT0997;                    North         East    Units  Estimated Accuracy
 BT0997;SPC AL E     -   102,230.      231,960.      MT  (+/- 180 meters Scaled)
 BT0997
 BT0997                          SUPERSEDED SURVEY CONTROL
 BT0997
 BT0997  NGVD 29 (??/??/92)  111.379  (m)          365.42   (f) ADJ UNCH    2 0
 BT0997
 BT0997.Superseded values are not recommended for survey control.
 BT0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0997.See file dsdata.txt to determine how the superseded data were derived.
 BT0997
 BT0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV428773(NAD 83)
 BT0997_MARKER: DB = BENCH MARK DISK
 BT0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0997_STAMPING: C 399 1953
 BT0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0997+STABILITY: SURFACE MOTION
 BT0997
 BT0997  HISTORY     - Date     Condition        Report By
 BT0997  HISTORY     - 1953     MONUMENTED       CGS
 BT0997  HISTORY     - 1960     GOOD             NGS
 BT0997
 BT0997                          STATION DESCRIPTION
 BT0997
 BT0997'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BT0997'5.4 MI SE FROM EWELL.
 BT0997'LOCATED 3.3 MILES EAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT
 BT0997'EWELL, THENCE TURN RIGHT AT BROWNS CROSSROADS AND GO SOUTHEAST
 BT0997'FOR 0.35 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO EAST FOR 1.5
 BT0997'MILES TO WHERE THE BLACK TOP ROAD BEARS RIGHT, KEEP STRAIGHT AHEAD
 BT0997'ON A DIRT ROAD FOR ABOUT 0.25 MILE TO THE MARK ON THE LEFT.  IT
 BT0997'IS 0.25 MILES NORTHEAST OF THE FORKS, 0.25 MILE SOUTHWEST OF THE
 BT0997'JUNCTION OF THE DIRT ROAD AND A NORTH-SOUTH BLACK TOP ROAD, 26
 BT0997'FEET NORTHWEST OF THE CENTER OF THE DIRT ROAD, 40 FEET NORTHEAST
 BT0997'OF A 12-INCH TRIANGULAR BLAZED OAK TREE, SET IN THE TOP OF A
 BT0997'12-INCH ROUND CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0044 ***********************************************************************
 EG0044  DESIGNATION -  C 4
 EG0044  PID         -  EG0044
 EG0044  STATE/COUNTY-  AL/COLBERT
 EG0044  USGS QUAD   -  MARGERUM (1984)
 EG0044
 EG0044                         *CURRENT SURVEY CONTROL
 EG0044  ___________________________________________________________________
 EG0044* NAD 83(1986)-  34 46 43.     (N)    088 06 43.     (W)     SCALED    
 EG0044* NAVD 88     -       132.174  (meters)     433.64   (feet)  ADJUSTED  
 EG0044  ___________________________________________________________________
 EG0044  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG0044  DYNAMIC HT  -         132.048 (meters)     433.23  (feet)  COMP
 EG0044  MODELED GRAV-     979,677.9   (mgal)                       NAVD 88
 EG0044
 EG0044  VERT ORDER  -  FIRST     CLASS II
 EG0044
 EG0044.The horizontal coordinates were scaled from a topographic map and have
 EG0044.an estimated accuracy of +/- 6 seconds.
 EG0044
 EG0044.The orthometric height was determined by differential leveling
 EG0044.and adjusted by the National Geodetic Survey in June 1991..
 EG0044
 EG0044.The geoid height was determined by GEOID03.
 EG0044
 EG0044.The dynamic height is computed by dividing the NAVD 88
 EG0044.geopotential number by the normal gravity value computed on the
 EG0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0044.degrees latitude (g = 980.6199 gals.).
 EG0044
 EG0044.The modeled gravity was interpolated from observed gravity values.
 EG0044
 EG0044;                    North         East    Units  Estimated Accuracy
 EG0044;SPC AL W     -   530,050.      543,990.      MT  (+/- 180 meters Scaled)
 EG0044
 EG0044                          SUPERSEDED SURVEY CONTROL
 EG0044
 EG0044  NGVD 29 (??/??/92)  132.18   (m)          433.7    (f) COMPUTED    1 2
 EG0044
 EG0044.Superseded values are not recommended for survey control.
 EG0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0044.See file dsdata.txt to determine how the superseded data were derived.
 EG0044
 EG0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD982490(NAD 83)
 EG0044_MARKER: X = CHISELED CROSS
 EG0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0044+STABILITY: SURFACE MOTION
 EG0044
 EG0044  HISTORY     - Date     Condition        Report By
 EG0044  HISTORY     - UNK      MONUMENTED       CGS
 EG0044  HISTORY     - 1944     GOOD             NGS
 EG0044  HISTORY     - 1950     GOOD             TVA
 EG0044
 EG0044                          STATION DESCRIPTION
 EG0044
 EG0044'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EG0044'2.8 MI NW FROM MARGERUM.
 EG0044'ABOUT 2.8 MILES NORTHWESTERLY ALONG THE SOUTHERN RAILWAY FROM THE
 EG0044'STATION AT MARGERUM, ABOUT 1.0 MILE EAST OF OLDHAM MISSISSIPPI, AT THE
 EG0044'ALABAMA-MISSISSIPPI STATE LINE, 18.0 FEET NORTH OF AND ABOUT 4 FEET
 EG0044'ABOVE THE CENTER LINE OF THE TRACK, AND IS A CHISELED CROSS OF THE
 EG0044'SOUTH SIDE OF A STONE POST MARKING THE STATE LINE.
 EG0044
 EG0044                          STATION RECOVERY (1950)
 EG0044
 EG0044'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0044'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0045 ***********************************************************************
 EG0045  DESIGNATION -  C 4 RESET
 EG0045  PID         -  EG0045
 EG0045  STATE/COUNTY-  AL/COLBERT
 EG0045  USGS QUAD   -  BELMONT (1984)
 EG0045
 EG0045                         *CURRENT SURVEY CONTROL
 EG0045  ___________________________________________________________________
 EG0045* NAD 83(1986)-  34 33 08.     (N)    088 13 25.     (W)     SCALED    
 EG0045* NAVD 88     -       132.22   (+/-2cm)     433.8    (feet)  VERTCON   
 EG0045  ___________________________________________________________________
 EG0045  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EG0045
 EG0045  VERT ORDER  -  ? (See Below)
 EG0045
 EG0045.The horizontal coordinates were scaled from a topographic map and have
 EG0045.an estimated accuracy of +/- 6 seconds.
 EG0045
 EG0045.The NAVD 88 height was computed by applying the VERTCON shift value to
 EG0045.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EG0045.The vertical order pertains to the NGVD 29 superseded value.
 EG0045
 EG0045.The geoid height was determined by GEOID03.
 EG0045
 EG0045;                    North         East    Units  Estimated Accuracy
 EG0045;SPC AL W     -   505,010.      533,590.      MT  (+/- 180 meters Scaled)
 EG0045
 EG0045                          SUPERSEDED SURVEY CONTROL
 EG0045
 EG0045  NGVD 29 (??/??/92)  132.180  (m)          433.66   (f) ADJ UNCH    ?  
 EG0045
 EG0045.Superseded values are not recommended for survey control.
 EG0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0045.See file dsdata.txt to determine how the superseded data were derived.
 EG0045
 EG0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD877240(NAD 83)
 EG0045_MARKER: X = CHISELED CROSS
 EG0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0045+STABILITY: SURFACE MOTION
 EG0045
 EG0045  HISTORY     - Date     Condition        Report By
 EG0045  HISTORY     - UNK      MONUMENTED       SOURR
 EG0045  HISTORY     - 1934     GOOD             NGS
 EG0045  HISTORY     - 1982     MARK NOT FOUND   NGS
 EG0045
 EG0045                          STATION DESCRIPTION
 EG0045
 EG0045'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EG0045'2.8 MI W FROM MARGERUM.
 EG0045'ABOUT 2.8 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EG0045'MARGERUM, COLBERT COUNTY, AT THE ALABAMA-MISSISSIPPI STATE LINE, 18
 EG0045'FEET NORTH OF THE CENTER LINE OF THE TRACK, ON THE SOUTH SIDE OF A
 EG0045'STONE POST MARKING THE STATE LINE, AND ABOUT 4 FEET HIGHER THAN THE
 EG0045'TRACK.  THE CENTER OF A CHISELED CROSS.  FLANKED BY THE LETTERS S L M
 EG0045'A.
 EG0045
 EG0045                          STATION RECOVERY (1982)
 EG0045
 EG0045'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EG0045'NOT RECOVERED, ACCESSIBLE BY RAILROAD ONLY, NOT SEARCHED FOR, LEVEL
 EG0045'LINE REROUTED ALONG OLD HIGHWAY 72.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0598 ***********************************************************************
 CM0598  DESIGNATION -  C 40
 CM0598  PID         -  CM0598
 CM0598  STATE/COUNTY-  AL/CHAMBERS
 CM0598  USGS QUAD   -  OPELIKA EAST (1983)
 CM0598
 CM0598                         *CURRENT SURVEY CONTROL
 CM0598  ___________________________________________________________________
 CM0598* NAD 83(1986)-  32 44 13.     (N)    085 19 40.     (W)     SCALED    
 CM0598* NAVD 88     -       216.678  (meters)     710.88   (feet)  ADJUSTED  
 CM0598  ___________________________________________________________________
 CM0598  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CM0598  DYNAMIC HT  -         216.420 (meters)     710.04  (feet)  COMP
 CM0598  MODELED GRAV-     979,446.4   (mgal)                       NAVD 88
 CM0598
 CM0598  VERT ORDER  -  SECOND    CLASS 0
 CM0598
 CM0598.The horizontal coordinates were scaled from a topographic map and have
 CM0598.an estimated accuracy of +/- 6 seconds.
 CM0598
 CM0598.The orthometric height was determined by differential leveling
 CM0598.and adjusted by the National Geodetic Survey in June 1991..
 CM0598
 CM0598.The geoid height was determined by GEOID03.
 CM0598
 CM0598.The dynamic height is computed by dividing the NAVD 88
 CM0598.geopotential number by the normal gravity value computed on the
 CM0598.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0598.degrees latitude (g = 980.6199 gals.).
 CM0598
 CM0598.The modeled gravity was interpolated from observed gravity values.
 CM0598
 CM0598;                    North         East    Units  Estimated Accuracy
 CM0598;SPC AL E     -   248,140.      247,380.      MT  (+/- 180 meters Scaled)
 CM0598
 CM0598                          SUPERSEDED SURVEY CONTROL
 CM0598
 CM0598  NGVD 29 (??/??/92)  216.652  (m)          710.80   (f) ADJ UNCH    2 0
 CM0598
 CM0598.Superseded values are not recommended for survey control.
 CM0598.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0598.See file dsdata.txt to determine how the superseded data were derived.
 CM0598
 CM0598_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB566233(NAD 83)
 CM0598_MARKER: DB = BENCH MARK DISK
 CM0598_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0598_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0598_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0598+STABILITY: SURFACE MOTION
 CM0598
 CM0598  HISTORY     - Date     Condition        Report By
 CM0598  HISTORY     - UNK      MONUMENTED       CGS
 CM0598
 CM0598                          STATION DESCRIPTION
 CM0598
 CM0598'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0598'4 MI SW FROM CUSSETA.
 CM0598'C-40 IS LOCATED 4 MILES SOUTHWEST OF THE WESTERN RWY. OF ALABAMA
 CM0598'STATION AT CUSSETA, 0.3 OF MILE SOUTHWEST OF MILE POST 102, 38
 CM0598'FT. SOUTHEAST OF INTERSECTION OF CENTERLINES OF TRACK AND A ROAD,
 CM0598'36.6 FT. SOUTHEAST OF SOUTHEAST RAIL OF TRACK, 6.5 FT. NORTHEAST
 CM0598'OF 8TH TELEGRAPH POLE SOUTHWEST OF MILE POST.  STANDARD TABLET
 CM0598'SET IN TOP OF A CONCRETE POST 3 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0880 ***********************************************************************
 BT0880  DESIGNATION -  C 400
 BT0880  PID         -  BT0880
 BT0880  STATE/COUNTY-  AL/DALE
 BT0880  USGS QUAD   -  ECHO (1979)
 BT0880
 BT0880                         *CURRENT SURVEY CONTROL
 BT0880  ___________________________________________________________________
 BT0880* NAD 83(1986)-  31 29 28.     (N)    085 25 35.     (W)     SCALED    
 BT0880* NAVD 88     -        90.463  (meters)     296.79   (feet)  ADJUSTED  
 BT0880  ___________________________________________________________________
 BT0880  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BT0880  DYNAMIC HT  -          90.353 (meters)     296.43  (feet)  COMP
 BT0880  MODELED GRAV-     979,427.8   (mgal)                       NAVD 88
 BT0880
 BT0880  VERT ORDER  -  SECOND    CLASS 0
 BT0880
 BT0880.The horizontal coordinates were scaled from a topographic map and have
 BT0880.an estimated accuracy of +/- 6 seconds.
 BT0880
 BT0880.The orthometric height was determined by differential leveling
 BT0880.and adjusted by the National Geodetic Survey in June 1991..
 BT0880
 BT0880.The geoid height was determined by GEOID03.
 BT0880
 BT0880.The dynamic height is computed by dividing the NAVD 88
 BT0880.geopotential number by the normal gravity value computed on the
 BT0880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0880.degrees latitude (g = 980.6199 gals.).
 BT0880
 BT0880.The modeled gravity was interpolated from observed gravity values.
 BT0880
 BT0880;                    North         East    Units  Estimated Accuracy
 BT0880;SPC AL E     -   109,950.      238,660.      MT  (+/- 180 meters Scaled)
 BT0880
 BT0880                          SUPERSEDED SURVEY CONTROL
 BT0880
 BT0880  NGVD 29 (??/??/92)   90.515  (m)          296.96   (f) ADJ UNCH    2 0
 BT0880
 BT0880.Superseded values are not recommended for survey control.
 BT0880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0880.See file dsdata.txt to determine how the superseded data were derived.
 BT0880
 BT0880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV494851(NAD 83)
 BT0880_MARKER: DB = BENCH MARK DISK
 BT0880_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0880_SP_SET: CULVERT
 BT0880_STAMPING: C 400 1953
 BT0880_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0880
 BT0880  HISTORY     - Date     Condition        Report By
 BT0880  HISTORY     - 1953     MONUMENTED       CGS
 BT0880
 BT0880                          STATION DESCRIPTION
 BT0880
 BT0880'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0880'3.2 MI NE FROM ECHO.
 BT0880'ABOUT 3.2 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL
 BT0880'AT ECHO, ABOUT 0.65 MILE SOUTHWEST OF THE DALE-HENRY COUNTY LINE,
 BT0880'IN THE TOP OF THE WEST END OF THE NORTH HEAD WALL OF THE WEST ONE
 BT0880'OF TWO 20-FOOT CONCRETE CULVERTS, 14 FEET NORTH OF CENTER LINE
 BT0880'OF HIGHWAY AND ABOUT 1/2 FOOT ABOVE LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1379 ***********************************************************************
 BT1379  DESIGNATION -  C 400 RESET
 BT1379  PID         -  BT1379
 BT1379  STATE/COUNTY-  AL/DALE
 BT1379  USGS QUAD   -  ECHO (1979)
 BT1379
 BT1379                         *CURRENT SURVEY CONTROL
 BT1379  ___________________________________________________________________
 BT1379* NAD 83(1986)-  31 29 28.     (N)    085 25 35.     (W)     SCALED    
 BT1379* NAVD 88     -        90.27   (meters)     296.2    (feet)  RESET     
 BT1379  ___________________________________________________________________
 BT1379  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BT1379
 BT1379  VERT ORDER  -  THIRD
 BT1379
 BT1379.The horizontal coordinates were scaled from a topographic map and have
 BT1379.an estimated accuracy of +/- 6 seconds.
 BT1379
 BT1379.The orthometric height was computed from unverified reset data.
 BT1379.No vertical observational check was made to the station.
 BT1379
 BT1379.The geoid height was determined by GEOID03.
 BT1379
 BT1379;                    North         East    Units  Estimated Accuracy
 BT1379;SPC AL E     -   109,950.      238,660.      MT  (+/- 180 meters Scaled)
 BT1379
 BT1379                          SUPERSEDED SURVEY CONTROL
 BT1379
 BT1379  NGVD 29 (11/20/03)   90.32   (m)          296.3    (f) RESET       3  
 BT1379
 BT1379.Superseded values are not recommended for survey control.
 BT1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1379.See file dsdata.txt to determine how the superseded data were derived.
 BT1379
 BT1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV494851(NAD 83)
 BT1379_MARKER: DB = BENCH MARK DISK
 BT1379_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BT1379_SP_SET: ABUTMENT
 BT1379_STAMPING: C 400 RESET 1975
 BT1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1379+STABILITY: SURFACE MOTION
 BT1379
 BT1379  HISTORY     - Date     Condition        Report By
 BT1379  HISTORY     - 1975     MONUMENTED       ALHD
 BT1379
 BT1379                          STATION DESCRIPTION
 BT1379
 BT1379'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1975
 BT1379'3.3 MI NE FROM ECHO.
 BT1379'3.3 MILES NORTHEAST ALONG STATE HIGHWAY 27, FROM THE SCHOOL IN
 BT1379'ECHO, ABOUT 0.55 MILE SOUTHWEST OF DALE-HENRY COUNTY LINE, IN TOP
 BT1379'OF THE NORTH WINGWALL OF THE WEST ABUTMENT OF S.S.C. BRIDGE, 19.0
 BT1379'FEET NORTH OF THE CENTERLINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0670 ***********************************************************************
 BT0670  DESIGNATION -  C 401
 BT0670  PID         -  BT0670
 BT0670  STATE/COUNTY-  AL/HENRY
 BT0670  USGS QUAD   -  ABBEVILLE WEST (1981)
 BT0670
 BT0670                         *CURRENT SURVEY CONTROL
 BT0670  ___________________________________________________________________
 BT0670* NAD 83(1986)-  31 33 11.     (N)    085 15 10.     (W)     SCALED    
 BT0670* NAVD 88     -       128.875  (meters)     422.82   (feet)  ADJUSTED  
 BT0670  ___________________________________________________________________
 BT0670  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT0670  DYNAMIC HT  -         128.719 (meters)     422.31  (feet)  COMP
 BT0670  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 BT0670
 BT0670  VERT ORDER  -  SECOND    CLASS 0
 BT0670
 BT0670.The horizontal coordinates were scaled from a topographic map and have
 BT0670.an estimated accuracy of +/- 6 seconds.
 BT0670
 BT0670.The orthometric height was determined by differential leveling
 BT0670.and adjusted by the National Geodetic Survey in June 1991..
 BT0670
 BT0670.The geoid height was determined by GEOID03.
 BT0670
 BT0670.The dynamic height is computed by dividing the NAVD 88
 BT0670.geopotential number by the normal gravity value computed on the
 BT0670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0670.degrees latitude (g = 980.6199 gals.).
 BT0670
 BT0670.The modeled gravity was interpolated from observed gravity values.
 BT0670
 BT0670;                    North         East    Units  Estimated Accuracy
 BT0670;SPC AL E     -   116,890.      255,120.      MT  (+/- 180 meters Scaled)
 BT0670
 BT0670                          SUPERSEDED SURVEY CONTROL
 BT0670
 BT0670  NGVD 29 (??/??/92)  128.938  (m)          423.02   (f) ADJ UNCH    2 0
 BT0670
 BT0670.Superseded values are not recommended for survey control.
 BT0670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0670.See file dsdata.txt to determine how the superseded data were derived.
 BT0670
 BT0670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV658922(NAD 83)
 BT0670_MARKER: DB = BENCH MARK DISK
 BT0670_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0670_SP_SET: CULVERT
 BT0670_STAMPING: C 401 1953
 BT0670_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0670
 BT0670  HISTORY     - Date     Condition        Report By
 BT0670  HISTORY     - 1953     MONUMENTED       CGS
 BT0670  HISTORY     - 1982     MARK NOT FOUND   NGS
 BT0670
 BT0670                          STATION DESCRIPTION
 BT0670
 BT0670'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0670'1.3 MI S FROM ABBEVILLE.
 BT0670'ABOUT 1.3 MILES SOUTH ALONG U.S. HIGHWAY 241 FROM THE COURT
 BT0670'HOUSE AT ABBEVILLE, ABOUT 0.5 MILE SOUTH OF JUNCTION OF STATE
 BT0670'HIGHWAY 27, 56 YARDS NORTH OF THE ABBEVILLE CITY LIMIT SIGN,
 BT0670'44 YARDS SOUTH OF THE CROSSING OF A STEEL TOWER POWER
 BT0670'TRANSMISSION LINE RUNNING SOUTHWEST AND NORTHEAST, IN THE TOP
 BT0670'OF THE NORTH END OF THE EAST HEAD WALL OF A 3-FOOT CONCRETE
 BT0670'CULVERT, 20 1/2 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT
 BT0670'1 FOOT BELOW LEVEL OF HIGHWAY.
 BT0670
 BT0670                          STATION RECOVERY (1982)
 BT0670
 BT0670'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BT0670'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0677 ***********************************************************************
 BT0677  DESIGNATION -  C 402
 BT0677  PID         -  BT0677
 BT0677  STATE/COUNTY-  AL/HENRY
 BT0677  USGS QUAD   -  FORT GAINES (1969)
 BT0677
 BT0677                         *CURRENT SURVEY CONTROL
 BT0677  ___________________________________________________________________
 BT0677* NAD 83(1986)-  31 33 55.     (N)    085 07 11.     (W)     SCALED    
 BT0677* NAVD 88     -        82.875  (meters)     271.90   (feet)  ADJUSTED  
 BT0677  ___________________________________________________________________
 BT0677  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BT0677  DYNAMIC HT  -          82.775 (meters)     271.57  (feet)  COMP
 BT0677  MODELED GRAV-     979,434.1   (mgal)                       NAVD 88
 BT0677
 BT0677  VERT ORDER  -  SECOND    CLASS 0
 BT0677
 BT0677.The horizontal coordinates were scaled from a topographic map and have
 BT0677.an estimated accuracy of +/- 6 seconds.
 BT0677
 BT0677.The orthometric height was determined by differential leveling
 BT0677.and adjusted by the National Geodetic Survey in June 1991..
 BT0677
 BT0677.The geoid height was determined by GEOID03.
 BT0677
 BT0677.The dynamic height is computed by dividing the NAVD 88
 BT0677.geopotential number by the normal gravity value computed on the
 BT0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0677.degrees latitude (g = 980.6199 gals.).
 BT0677
 BT0677.The modeled gravity was interpolated from observed gravity values.
 BT0677
 BT0677;                    North         East    Units  Estimated Accuracy
 BT0677;SPC AL E     -   118,320.      267,750.      MT  (+/- 180 meters Scaled)
 BT0677
 BT0677                          SUPERSEDED SURVEY CONTROL
 BT0677
 BT0677  NGVD 29 (??/??/92)   82.953  (m)          272.15   (f) ADJ UNCH    2 0
 BT0677
 BT0677.Superseded values are not recommended for survey control.
 BT0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0677.See file dsdata.txt to determine how the superseded data were derived.
 BT0677
 BT0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV784937(NAD 83)
 BT0677_MARKER: DB = BENCH MARK DISK
 BT0677_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT0677_SP_SET: ABUTMENT
 BT0677_STAMPING: C 402 1953
 BT0677_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0677
 BT0677  HISTORY     - Date     Condition        Report By
 BT0677  HISTORY     - 1953     MONUMENTED       CGS
 BT0677
 BT0677                          STATION DESCRIPTION
 BT0677
 BT0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0677'1.2 MI W FROM SHORTERVILLE.
 BT0677'ABOUT 1.25 MILE WEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 BT0677'OF A BLACK TOP ROAD LEADING SOUTHWEST AT SHORTERVILLE, IN THE
 BT0677'TOP OF THE SOUTH END OF THE EAST ABUTMENT OF A 110-FOOT CONCRETE
 BT0677'BRIDGE OVER PETERMAN CREEK, 15 FEET SOUTH OF CENTER LINE OF
 BT0677'HIGHWAY, 1 FOOT SOUTH OF CONCRETE BANISTER AND ABOUT LEVEL
 BT0677'WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0637 ***********************************************************************
 BT0637  DESIGNATION -  C 403
 BT0637  PID         -  BT0637
 BT0637  STATE/COUNTY-  AL/HENRY
 BT0637  USGS QUAD   -  FORT GAINES (1969)
 BT0637
 BT0637                         *CURRENT SURVEY CONTROL
 BT0637  ___________________________________________________________________
 BT0637* NAD 83(1986)-  31 36 23.     (N)    085 04 05.     (W)     SCALED    
 BT0637* NAVD 88     -        46.814  (meters)     153.59   (feet)  ADJUSTED  
 BT0637  ___________________________________________________________________
 BT0637  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 BT0637  DYNAMIC HT  -          46.759 (meters)     153.41  (feet)  COMP
 BT0637  MODELED GRAV-     979,453.5   (mgal)                       NAVD 88
 BT0637
 BT0637  VERT ORDER  -  SECOND    CLASS 0
 BT0637
 BT0637.The horizontal coordinates were scaled from a topographic map and have
 BT0637.an estimated accuracy of +/- 6 seconds.
 BT0637
 BT0637.The orthometric height was determined by differential leveling
 BT0637.and adjusted by the National Geodetic Survey in June 1991..
 BT0637
 BT0637.The geoid height was determined by GEOID03.
 BT0637
 BT0637.The dynamic height is computed by dividing the NAVD 88
 BT0637.geopotential number by the normal gravity value computed on the
 BT0637.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0637.degrees latitude (g = 980.6199 gals.).
 BT0637
 BT0637.The modeled gravity was interpolated from observed gravity values.
 BT0637
 BT0637;                    North         East    Units  Estimated Accuracy
 BT0637;SPC AL E     -   122,920.      272,620.      MT  (+/- 180 meters Scaled)
 BT0637
 BT0637                          SUPERSEDED SURVEY CONTROL
 BT0637
 BT0637  NGVD 29 (??/??/92)   46.896  (m)          153.86   (f) ADJ UNCH    2 0
 BT0637
 BT0637.Superseded values are not recommended for survey control.
 BT0637.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0637.See file dsdata.txt to determine how the superseded data were derived.
 BT0637
 BT0637_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV832984(NAD 83)
 BT0637_MARKER: DB = BENCH MARK DISK
 BT0637_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0637_SP_SET: CULVERT
 BT0637_STAMPING: C 403 1953
 BT0637_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0637
 BT0637  HISTORY     - Date     Condition        Report By
 BT0637  HISTORY     - 1953     MONUMENTED       CGS
 BT0637
 BT0637                          STATION DESCRIPTION
 BT0637
 BT0637'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0637'1.2 MI W FROM FORT GAINES.
 BT0637'ABOUT 1.2 MILES WEST ALONG GEORGIA STATE HIGHWAY 37 AND ALABAMA
 BT0637'STATE HIGHWAY 10 FROM THE COURT HOUSE AT FORT GAINES, AT THE
 BT0637'JUNCTION OF A GRADED ROAD LEADING WEST, IN THE TOP AND 6 INCHES
 BT0637'WEST OF THE EAST END OF THE NORTH HEAD WALL OF A 24-INCH PIPE
 BT0637'CULVERT, 27 FEET NORTH-NORTHWEST OF THE CENTER LINE OF HIGHWAY 10,
 BT0637'43 FEET SOUTH OF THE CENTER LINE OF THE GRADED ROAD, 5 FEET BELOW
 BT0637'THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0236 ***********************************************************************
 BH0236  DESIGNATION -  C 404
 BH0236  PID         -  BH0236
 BH0236  STATE/COUNTY-  AL/MOBILE
 BH0236  USGS QUAD   -  KREOLE (1986)
 BH0236
 BH0236                         *CURRENT SURVEY CONTROL
 BH0236  ___________________________________________________________________
 BH0236* NAD 83(1986)-  30 27 55.     (N)    088 23 09.     (W)     SCALED    
 BH0236* NAVD 88     -         6.401  (meters)      21.00   (feet)  ADJUSTED  
 BH0236  ___________________________________________________________________
 BH0236  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0236  DYNAMIC HT  -           6.392 (meters)      20.97  (feet)  COMP
 BH0236  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BH0236
 BH0236  VERT ORDER  -  FIRST     CLASS I
 BH0236
 BH0236.The horizontal coordinates were scaled from a topographic map and have
 BH0236.an estimated accuracy of +/- 6 seconds.
 BH0236
 BH0236.The orthometric height was determined by differential leveling
 BH0236.and adjusted by the National Geodetic Survey in June 1991..
 BH0236
 BH0236.The geoid height was determined by GEOID03.
 BH0236
 BH0236.The dynamic height is computed by dividing the NAVD 88
 BH0236.geopotential number by the normal gravity value computed on the
 BH0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0236.degrees latitude (g = 980.6199 gals.).
 BH0236
 BH0236.The modeled gravity was interpolated from observed gravity values.
 BH0236
 BH0236;                    North         East    Units  Estimated Accuracy
 BH0236;SPC AL W     -    51,910.      514,940.      MT  (+/- 180 meters Scaled)
 BH0236
 BH0236                          SUPERSEDED SURVEY CONTROL
 BH0236
 BH0236  NGVD 29 (??/??/??)    6.358  (m)           20.86   (f) ADJUSTED    1 1
 BH0236
 BH0236.Superseded values are not recommended for survey control.
 BH0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0236.See file dsdata.txt to determine how the superseded data were derived.
 BH0236
 BH0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU669711(NAD 83)
 BH0236_MARKER: DB = BENCH MARK DISK
 BH0236_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0236_SP_SET: BRIDGE
 BH0236_STAMPING: C 404 1955
 BH0236_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0236
 BH0236  HISTORY     - Date     Condition        Report By
 BH0236  HISTORY     - 1955     MONUMENTED       CGS
 BH0236  HISTORY     - 1968     GOOD             CGS
 BH0236
 BH0236                          STATION DESCRIPTION
 BH0236
 BH0236'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0236'2.8 MI SW FROM GRAND BAY.
 BH0236'ABOUT 2.8 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0236'FROM THE CROSSING OF STATE HIGHWAY 188 AT GRAND BAY, ABOUT 0.9 MILE
 BH0236'NORTHEAST OF THE ALABAMA - MISSISSIPPI STATE LINE, 6 1/2 RAILS
 BH0236'SOUTHWEST OF MILEPOST 694, 17 FEET NORTHWEST OF THE NORTHWEST RAIL, IN
 BH0236'TOP OF THE NORTHEAST END OF THE NORTH WING WALL FOR A 50-FOOT BRIDGE
 BH0236'ACROSS A SMALL CREEK AND ABOUT 9 FEET BELOW LEVEL OF TRACK. SEC 4, T
 BH0236'7S, R 4W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0140 ***********************************************************************
 BH0140  DESIGNATION -  C 405
 BH0140  PID         -  BH0140
 BH0140  STATE/COUNTY-  AL/MOBILE
 BH0140  USGS QUAD   -  THEODORE (1982)
 BH0140
 BH0140                         *CURRENT SURVEY CONTROL
 BH0140  ___________________________________________________________________
 BH0140* NAD 83(1986)-  30 30 08.     (N)    088 10 11.     (W)     SCALED    
 BH0140* NAVD 88     -        12.323  (meters)      40.43   (feet)  POSTED    
 BH0140  ___________________________________________________________________
 BH0140  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BH0140  DYNAMIC HT  -          12.310 (meters)      40.39  (feet)  COMP
 BH0140  MODELED GRAV-     979,324.2   (mgal)                       NAVD 88
 BH0140
 BH0140  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BH0140
 BH0140.The horizontal coordinates were scaled from a topographic map and have
 BH0140.an estimated accuracy of +/- 6 seconds.
 BH0140
 BH0140.The orthometric height was determined by differential leveling
 BH0140.and adjusted by the National Geodetic Survey in 1992..
 BH0140.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BH0140.rate of 2.1 thru 3.0 mm/km.
 BH0140
 BH0140.The geoid height was determined by GEOID03.
 BH0140
 BH0140.The dynamic height is computed by dividing the NAVD 88
 BH0140.geopotential number by the normal gravity value computed on the
 BH0140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0140.degrees latitude (g = 980.6199 gals.).
 BH0140
 BH0140.The modeled gravity was interpolated from observed gravity values.
 BH0140
 BH0140;                    North         East    Units  Estimated Accuracy
 BH0140;SPC AL W     -    55,860.      535,710.      MT  (+/- 180 meters Scaled)
 BH0140
 BH0140                          SUPERSEDED SURVEY CONTROL
 BH0140
 BH0140  NGVD 29 (06/24/99)   12.281  (m)           40.29   (f) ADJUSTED    1 2
 BH0140
 BH0140.Superseded values are not recommended for survey control.
 BH0140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0140.See file dsdata.txt to determine how the superseded data were derived.
 BH0140
 BH0140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU877750(NAD 83)
 BH0140_MARKER: DB = BENCH MARK DISK
 BH0140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0140_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0140_STAMPING: C 405 1955
 BH0140_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0140+STABILITY: SURFACE MOTION
 BH0140
 BH0140  HISTORY     - Date     Condition        Report By
 BH0140  HISTORY     - 1955     MONUMENTED       CGS
 BH0140  HISTORY     - 1984     MARK NOT FOUND   NGS
 BH0140
 BH0140                          STATION DESCRIPTION
 BH0140
 BH0140'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0140'2.95 MI S FROM THEODORE.
 BH0140'ABOUT 2.95 MILES SOUTH ALONG A PAVED ROAD FROM THE FIRST BAPTIST
 BH0140'CHURCH AT THEODORE, AT AN EAST-WEST CROSSROAD, 27 FEET EAST OF CENTER
 BH0140'LINE OF PAVED ROAD, 24 1/2 FEET NORTH OF CENTER LINE OF GRADED ROAD
 BH0140'EAST, 37 FEET NORTHEAST OF CENTER OF INTERSECTION, 11 1/2 FEET
 BH0140'EAST-NORTHEAST OF THE NORTH END OF EAST HEAD WALL OF AN 18-INCH PIPE
 BH0140'CULVERT UNDER PAVED ROAD, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 BH0140'WITNESS POST, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD AND SET IN THE TOP OF
 BH0140'A CONCRETE POST PROJECTING 4 INCHES.
 BH0140
 BH0140                          STATION RECOVERY (1984)
 BH0140
 BH0140'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH0140'NOT RECOVERED, POSSIBLY TAKEN OUT WHEN INTERSECTION WAS ASPHALTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0152 ***********************************************************************
 BH0152  DESIGNATION -  C 406
 BH0152  PID         -  BH0152
 BH0152  STATE/COUNTY-  AL/MOBILE
 BH0152  USGS QUAD   -  MOBILE (1982)
 BH0152
 BH0152                         *CURRENT SURVEY CONTROL
 BH0152  ___________________________________________________________________
 BH0152* NAD 83(1986)-  30 40 50.     (N)    088 05 37.     (W)     SCALED    
 BH0152* NAVD 88     -         6.24   (+/-2cm)      20.5    (feet)  VERTCON   
 BH0152  ___________________________________________________________________
 BH0152  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 BH0152
 BH0152  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0152
 BH0152.The horizontal coordinates were scaled from a topographic map and have
 BH0152.an estimated accuracy of +/- 6 seconds.
 BH0152
 BH0152.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0152.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0152.The vertical order pertains to the NGVD 29 superseded value.
 BH0152
 BH0152.The geoid height was determined by GEOID03.
 BH0152
 BH0152;                    North         East    Units  Estimated Accuracy
 BH0152;SPC AL W     -    75,590.      543,120.      MT  (+/- 180 meters Scaled)
 BH0152
 BH0152                          SUPERSEDED SURVEY CONTROL
 BH0152
 BH0152  NGVD 29 (??/??/??)    6.201  (m)           20.34   (f) ADJUSTED    1 2
 BH0152
 BH0152.Superseded values are not recommended for survey control.
 BH0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0152.See file dsdata.txt to determine how the superseded data were derived.
 BH0152
 BH0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU952947(NAD 83)
 BH0152_MARKER: DB = BENCH MARK DISK
 BH0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0152_SP_SET: CULVERT
 BH0152_STAMPING: C 406 1955
 BH0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0152
 BH0152  HISTORY     - Date     Condition        Report By
 BH0152  HISTORY     - 1955     MONUMENTED       CGS
 BH0152
 BH0152                          STATION DESCRIPTION
 BH0152
 BH0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0152'IN MOBILE.
 BH0152'AT MOBILE, ABOUT 2.8 MILES WEST AND NORTHWEST ALONG THE GULF, MOBILE
 BH0152'AND OHIO RAILROAD FROM THE CROSSING OF LOUISVILLE AND NASHVILLE
 BH0152'RAILROAD (CROSSING IN SOUTH PART OF TOWN), AT THE CROSSING OF CRENSHAW
 BH0152'STREET, IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 12-FOOT
 BH0152'CONCRETE BOX CULVERT WHICH IS ASKEW UNDER CROSSING, 33 FEET SOUTHWEST
 BH0152'OF SOUTHWEST RAIL, 38 FEET WEST-SOUTHWEST OF CENTER OF CROSSING, 28
 BH0152'FEET WEST OF CENTER LINE OF STREET, AND ABOUT 5 1/2 FEET BELOW LEVEL
 BH0152'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1475 ***********************************************************************
 BH1475  DESIGNATION -  C 407
 BH1475  PID         -  BH1475
 BH1475  STATE/COUNTY-  AL/MOBILE
 BH1475  USGS QUAD   -  MOBILE (1982)
 BH1475
 BH1475                         *CURRENT SURVEY CONTROL
 BH1475  ___________________________________________________________________
 BH1475* NAD 83(1986)-  30 41 36.     (N)    088 01 48.     (W)     SCALED    
 BH1475* NAVD 88     -         1.315  (meters)       4.31   (feet)  ADJUSTED  
 BH1475  ___________________________________________________________________
 BH1475  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH1475  DYNAMIC HT  -           1.313 (meters)       4.31  (feet)  COMP
 BH1475  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BH1475
 BH1475  VERT ORDER  -  FIRST     CLASS I
 BH1475
 BH1475.The horizontal coordinates were scaled from a topographic map and have
 BH1475.an estimated accuracy of +/- 6 seconds.
 BH1475
 BH1475.The orthometric height was determined by differential leveling
 BH1475.and adjusted by the National Geodetic Survey in June 1991..
 BH1475
 BH1475.The geoid height was determined by GEOID03.
 BH1475
 BH1475.The dynamic height is computed by dividing the NAVD 88
 BH1475.geopotential number by the normal gravity value computed on the
 BH1475.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1475.degrees latitude (g = 980.6199 gals.).
 BH1475
 BH1475.The modeled gravity was interpolated from observed gravity values.
 BH1475
 BH1475;                    North         East    Units  Estimated Accuracy
 BH1475;SPC AL W     -    76,980.      549,230.      MT  (+/- 180 meters Scaled)
 BH1475
 BH1475                          SUPERSEDED SURVEY CONTROL
 BH1475
 BH1475  NGVD 29 (??/??/??)    1.272  (m)            4.17   (f) ADJUSTED    1 1
 BH1475
 BH1475.Superseded values are not recommended for survey control.
 BH1475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1475.See file dsdata.txt to determine how the superseded data were derived.
 BH1475
 BH1475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU013960(NAD 83)
 BH1475_MARKER: DD = SURVEY DISK
 BH1475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1475_SP_SET: CONCRETE POST
 BH1475_STAMPING: C 407
 BH1475_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1475+STABILITY: SURFACE MOTION
 BH1475
 BH1475  HISTORY     - Date     Condition        Report By
 BH1475  HISTORY     - UNK      MONUMENTED       ALHD
 BH1475  HISTORY     - 1968     GOOD             CGS
 BH1475  HISTORY     - 1985     MARK NOT FOUND   USPSQD
 BH1475
 BH1475                          STATION DESCRIPTION
 BH1475
 BH1475'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH1475'IN MOBILE.
 BH1475'AT MOBILE, ALONG U.S. HIGHWAY 31 AND 90, ABOUT 103 YARDS EAST OF THE
 BH1475'EAST END OF THE BANKHEAD TUNNEL UNDER THE MOBILE RIVER, 151 FEET
 BH1475'SOUTHEAST OF AND ACROSS THE EAST BOUND LANE OF THE HIGHWAY THRU
 BH1475'TUNNEL FROM A FLAGPOLE, 53 FEET SOUTHWEST OF A METAL STREET
 BH1475'LIGHTPOLE, 44 FEET SOUTH OF THE SOUTH CURB OF THE HIGHWAY, 1.2 FEET
 BH1475'NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE HIGHWAY
 BH1475'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES ABOVE THE
 BH1475'LEVEL OF THE GROUND.
 BH1475
 BH1475                          STATION RECOVERY (1985)
 BH1475
 BH1475'RECOVERY NOTE BY US POWER SQUADRON 1985
 BH1475'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1401 ***********************************************************************
 BU1401  DESIGNATION -  C 408
 BU1401  PID         -  BU1401
 BU1401  STATE/COUNTY-  AL/ESCAMBIA
 BU1401  USGS QUAD   -  ATMORE (1986)
 BU1401
 BU1401                         *CURRENT SURVEY CONTROL
 BU1401  ___________________________________________________________________
 BU1401* NAD 83(1986)-  31 01 31.     (N)    087 26 54.     (W)     SCALED    
 BU1401* NAVD 88     -        88.401  (meters)     290.03   (feet)  ADJUSTED  
 BU1401  ___________________________________________________________________
 BU1401  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BU1401  DYNAMIC HT  -          88.288 (meters)     289.66  (feet)  COMP
 BU1401  MODELED GRAV-     979,363.6   (mgal)                       NAVD 88
 BU1401
 BU1401  VERT ORDER  -  FIRST     CLASS II
 BU1401
 BU1401.The horizontal coordinates were scaled from a topographic map and have
 BU1401.an estimated accuracy of +/- 6 seconds.
 BU1401
 BU1401.The orthometric height was determined by differential leveling
 BU1401.and adjusted by the National Geodetic Survey in June 1991..
 BU1401
 BU1401.The geoid height was determined by GEOID03.
 BU1401
 BU1401.The dynamic height is computed by dividing the NAVD 88
 BU1401.geopotential number by the normal gravity value computed on the
 BU1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1401.degrees latitude (g = 980.6199 gals.).
 BU1401
 BU1401.The modeled gravity was interpolated from observed gravity values.
 BU1401
 BU1401;                    North         East    Units  Estimated Accuracy
 BU1401;SPC AL W     -   113,660.      604,930.      MT  (+/- 180 meters Scaled)
 BU1401
 BU1401                          SUPERSEDED SURVEY CONTROL
 BU1401
 BU1401  NGVD 29 (??/??/92)   88.375  (m)          289.94   (f) ADJ UNCH    1 2
 BU1401
 BU1401.Superseded values are not recommended for survey control.
 BU1401.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1401.See file dsdata.txt to determine how the superseded data were derived.
 BU1401
 BU1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV572324(NAD 83)
 BU1401_MARKER: DB = BENCH MARK DISK
 BU1401_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1401_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1401_STAMPING: C 408 1955
 BU1401_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1401+STABILITY: SURFACE MOTION
 BU1401
 BU1401  HISTORY     - Date     Condition        Report By
 BU1401  HISTORY     - 1955     MONUMENTED       CGS
 BU1401
 BU1401                          STATION DESCRIPTION
 BU1401
 BU1401'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BU1401'2.65 MI E FROM ATMORE.
 BU1401'2.65 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU1401'STATION AT ATMORE, ABOUT 139 YARDS EAST OF MILE POST 619, 126 FEET
 BU1401'SOUTH AND ACROSS U.S. HIGHWAY 31 FROM THE SOUTH RAIL, 49 FEET SOUTH OF
 BU1401'CENTER LINE OF HIGHWAY, 1 1/2 FEET NORTH OF A FENCE CORNER, 76 FEET
 BU1401'EAST OF A POWER POLE WITH A TRANSFORMER, 171 FEET EAST-NORTHEAST OF
 BU1401'NORTHEAST CORNER OF BRICK PILLAR OF PORCH OF A WHITE FRAME HOUSE, 2
 BU1401'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF
 BU1401'TRACK ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU1401'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2641 ***********************************************************************
 BG2641  DESIGNATION -  C 409
 BG2641  PID         -  BG2641
 BG2641  STATE/COUNTY-  AL/BALDWIN
 BG2641  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG2641
 BG2641                         *CURRENT SURVEY CONTROL
 BG2641  ___________________________________________________________________
 BG2641* NAD 83(1986)-  30 52 52.     (N)    087 46 24.     (W)     SCALED    
 BG2641* NAVD 88     -        83.080  (meters)     272.57   (feet)  ADJUSTED  
 BG2641  ___________________________________________________________________
 BG2641  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BG2641  DYNAMIC HT  -          82.973 (meters)     272.22  (feet)  COMP
 BG2641  MODELED GRAV-     979,351.3   (mgal)                       NAVD 88
 BG2641
 BG2641  VERT ORDER  -  FIRST     CLASS II
 BG2641
 BG2641.The horizontal coordinates were scaled from a topographic map and have
 BG2641.an estimated accuracy of +/- 6 seconds.
 BG2641
 BG2641.The orthometric height was determined by differential leveling
 BG2641.and adjusted by the National Geodetic Survey in June 1991..
 BG2641
 BG2641.The geoid height was determined by GEOID03.
 BG2641
 BG2641.The dynamic height is computed by dividing the NAVD 88
 BG2641.geopotential number by the normal gravity value computed on the
 BG2641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2641.degrees latitude (g = 980.6199 gals.).
 BG2641
 BG2641.The modeled gravity was interpolated from observed gravity values.
 BG2641
 BG2641;                    North         East    Units  Estimated Accuracy
 BG2641;SPC AL W     -    97,710.      573,870.      MT  (+/- 180 meters Scaled)
 BG2641
 BG2641                          SUPERSEDED SURVEY CONTROL
 BG2641
 BG2641  NGVD 29 (??/??/92)   83.039  (m)          272.44   (f) ADJ UNCH    1 2
 BG2641
 BG2641.Superseded values are not recommended for survey control.
 BG2641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2641.See file dsdata.txt to determine how the superseded data were derived.
 BG2641
 BG2641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV260166(NAD 83)
 BG2641_MARKER: DB = BENCH MARK DISK
 BG2641_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG2641_SP_SET: FOUNDATION
 BG2641_STAMPING: C 409 1955
 BG2641_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2641_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG2641+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 BG2641
 BG2641  HISTORY     - Date     Condition        Report By
 BG2641  HISTORY     - 1955     MONUMENTED       CGS
 BG2641  HISTORY     - 20030731 GOOD             USPSQD
 BG2641  HISTORY     - 20051008 GOOD             USPSQD
 BG2641
 BG2641                          STATION DESCRIPTION
 BG2641
 BG2641'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG2641'AT BAY MINETTE.
 BG2641'AT BAY MINETTE, AT THE INTERSECTION OF HAND AVENUE AND FIRST
 BG2641'STREET, SET VERTICALLY IN THE NORTHWEST FACE OF THE CONCRETE
 BG2641'FOUNDATION OF POST OFFICE BUILDING, 28 1/2 FEET SOUTHWEST OF
 BG2641'SOUTHWEST CURB OF HAND AVENUE, 36 1/2 FEET SOUTHEAST OF SOUTHEAST
 BG2641'CURB OF FIRST STREET, 1/2 FOOT SOUTHWEST OF NORTH CORNER OF
 BG2641'BUILDING, AND 1 FOOT ABOVE GROUND.
 BG2641
 BG2641                          STATION RECOVERY (2003)
 BG2641
 BG2641'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2641'THE MARK IS SET IN THE NORTHEAST CORNER NOT THE NORTHWEST CORNER.
 BG2641'THE BUILDING IS NOW THE CITY OF BAY MANETTE, UTILITIES BUILDING, NOT
 BG2641'THE POST OFFICE.
 BG2641
 BG2641                          STATION RECOVERY (2005)
 BG2641
 BG2641'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 BG2641'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1433 ***********************************************************************
 BU1433  DESIGNATION -  C 410
 BU1433  PID         -  BU1433
 BU1433  STATE/COUNTY-  AL/ESCAMBIA
 BU1433  USGS QUAD   -  POLLARD (1986)
 BU1433
 BU1433                         *CURRENT SURVEY CONTROL
 BU1433  ___________________________________________________________________
 BU1433* NAD 83(1986)-  31 00 03.     (N)    087 14 52.     (W)     SCALED    
 BU1433* NAVD 88     -        17.349  (meters)      56.92   (feet)  ADJUSTED  
 BU1433  ___________________________________________________________________
 BU1433  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BU1433  DYNAMIC HT  -          17.327 (meters)      56.85  (feet)  COMP
 BU1433  MODELED GRAV-     979,384.4   (mgal)                       NAVD 88
 BU1433
 BU1433  VERT ORDER  -  FIRST     CLASS II
 BU1433
 BU1433.The horizontal coordinates were scaled from a topographic map and have
 BU1433.an estimated accuracy of +/- 6 seconds.
 BU1433
 BU1433.The orthometric height was determined by differential leveling
 BU1433.and adjusted by the National Geodetic Survey in June 1991..
 BU1433
 BU1433.The geoid height was determined by GEOID03.
 BU1433
 BU1433.The dynamic height is computed by dividing the NAVD 88
 BU1433.geopotential number by the normal gravity value computed on the
 BU1433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1433.degrees latitude (g = 980.6199 gals.).
 BU1433
 BU1433.The modeled gravity was interpolated from observed gravity values.
 BU1433
 BU1433;                    North         East    Units  Estimated Accuracy
 BU1433;SPC AL W     -   110,970.      624,090.      MT  (+/- 180 meters Scaled)
 BU1433
 BU1433                          SUPERSEDED SURVEY CONTROL
 BU1433
 BU1433  NGVD 29 (??/??/92)   17.340  (m)           56.89   (f) ADJ UNCH    1 2
 BU1433
 BU1433.Superseded values are not recommended for survey control.
 BU1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1433.See file dsdata.txt to determine how the superseded data were derived.
 BU1433
 BU1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV763297(NAD 83)
 BU1433_MARKER: DB = BENCH MARK DISK
 BU1433_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU1433_SP_SET: PIER
 BU1433_STAMPING: C 410 1955
 BU1433_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU1433
 BU1433  HISTORY     - Date     Condition        Report By
 BU1433  HISTORY     - 1955     MONUMENTED       CGS
 BU1433
 BU1433                          STATION DESCRIPTION
 BU1433
 BU1433'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BU1433'0.55 MI NE FROM FLOMATON.
 BU1433'0.55 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU1433'THE STATION AT FLOMATON, ABOUT 0.45 MILE SOUTHWEST OF MILE POST 606,
 BU1433'AT THE RAILROAD BRIDGE OVER BIG ESCAMBIA RIVER AND A GRADED ROAD, SET
 BU1433'VERTICALLY IN THE NORTHEAST FACE OF THE NORTHEAST CONCRETE PIER
 BU1433'(NORTHEAST ONE OF THREE), 92 FEET SOUTHWEST OF CENTER LINE OF ROAD
 BU1433'UNDER BRIDGE, 1.4 FEET SOUTHEAST OF NORTH CORNER OF PIER, ABOUT 12
 BU1433'FEET BELOW TRACK AND ABOUT 3 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0783 ***********************************************************************
 CN0783  DESIGNATION -  C 42
 CN0783  PID         -  CN0783
 CN0783  STATE/COUNTY-  AL/AUTAUGA
 CN0783  USGS QUAD   -  FORESTER (1981)
 CN0783
 CN0783                         *CURRENT SURVEY CONTROL
 CN0783  ___________________________________________________________________
 CN0783* NAD 83(1986)-  32 29 11.     (N)    086 31 32.     (W)     SCALED    
 CN0783* NAVD 88     -        73.053  (meters)     239.67   (feet)  ADJUSTED  
 CN0783  ___________________________________________________________________
 CN0783  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CN0783  DYNAMIC HT  -          72.969 (meters)     239.40  (feet)  COMP
 CN0783  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 CN0783
 CN0783  VERT ORDER  -  SECOND    CLASS 0
 CN0783
 CN0783.The horizontal coordinates were scaled from a topographic map and have
 CN0783.an estimated accuracy of +/- 6 seconds.
 CN0783
 CN0783.The orthometric height was determined by differential leveling
 CN0783.and adjusted by the National Geodetic Survey in June 1991..
 CN0783
 CN0783.The geoid height was determined by GEOID03.
 CN0783
 CN0783.The dynamic height is computed by dividing the NAVD 88
 CN0783.geopotential number by the normal gravity value computed on the
 CN0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0783.degrees latitude (g = 980.6199 gals.).
 CN0783
 CN0783.The modeled gravity was interpolated from observed gravity values.
 CN0783
 CN0783;                    North         East    Units  Estimated Accuracy
 CN0783;SPC AL W     -   276,080.      691,590.      MT  (+/- 180 meters Scaled)
 CN0783
 CN0783                          SUPERSEDED SURVEY CONTROL
 CN0783
 CN0783  NGVD 29 (??/??/92)   73.032  (m)          239.61   (f) ADJ UNCH    2 0
 CN0783
 CN0783.Superseded values are not recommended for survey control.
 CN0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0783.See file dsdata.txt to determine how the superseded data were derived.
 CN0783
 CN0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA445944(NAD 83)
 CN0783_MARKER: DB = BENCH MARK DISK
 CN0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0783_STAMPING: C-42 -- 1934
 CN0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0783+STABILITY: SURFACE MOTION
 CN0783
 CN0783  HISTORY     - Date     Condition        Report By
 CN0783  HISTORY     - 1934     MONUMENTED       CGS
 CN0783
 CN0783                          STATION DESCRIPTION
 CN0783
 CN0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0783'3.3 MI NW FROM PRATTVILLE.
 CN0783'IS LOCATED 3.3 MILES NORTHWEST OF THE RAILWAY STATION AT PRATTVILLE.
 CN0783'0.2 MILE SOUTHEAST OF MILE POST 164.  22.5 FT. NORTHEAST OF NORTHEAST
 CN0783'RAIL OF TRACK.  25 FT. NORTHWEST OF CENTERLINE OF A ROAD THAT CROSSES
 CN0783'TRACK.  19 FT. NORTHWEST OF A TELEGRAPH POLE AT SOUTHEAST END OF A
 CN0783'CUT.  STANDARD TABLET SET IN TOP OF A CONCRETE POST 3 IN. HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0236 ***********************************************************************
 BU0236  DESIGNATION -  C 421
 BU0236  PID         -  BU0236
 BU0236  STATE/COUNTY-  AL/COVINGTON
 BU0236  USGS QUAD   -  FLORALA (1984)
 BU0236
 BU0236                         *CURRENT SURVEY CONTROL
 BU0236  ___________________________________________________________________
 BU0236* NAD 83(1986)-  31 01 26.     (N)    086 20 38.     (W)     SCALED    
 BU0236* NAVD 88     -        94.782  (meters)     310.96   (feet)  ADJUSTED  
 BU0236  ___________________________________________________________________
 BU0236  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BU0236  DYNAMIC HT  -          94.663 (meters)     310.57  (feet)  COMP
 BU0236  MODELED GRAV-     979,386.3   (mgal)                       NAVD 88
 BU0236
 BU0236  VERT ORDER  -  FIRST     CLASS I
 BU0236
 BU0236.The horizontal coordinates were scaled from a topographic map and have
 BU0236.an estimated accuracy of +/- 6 seconds.
 BU0236
 BU0236.The orthometric height was determined by differential leveling
 BU0236.and adjusted by the National Geodetic Survey in June 1991..
 BU0236
 BU0236.The geoid height was determined by GEOID03.
 BU0236
 BU0236.The dynamic height is computed by dividing the NAVD 88
 BU0236.geopotential number by the normal gravity value computed on the
 BU0236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0236.degrees latitude (g = 980.6199 gals.).
 BU0236
 BU0236.The modeled gravity was interpolated from observed gravity values.
 BU0236
 BU0236;                    North         East    Units  Estimated Accuracy
 BU0236;SPC AL E     -    58,190.      151,250.      MT  (+/- 180 meters Scaled)
 BU0236
 BU0236                          SUPERSEDED SURVEY CONTROL
 BU0236
 BU0236  NGVD 29 (??/??/92)   94.817  (m)          311.08   (f) ADJ UNCH    1 1
 BU0236
 BU0236.Superseded values are not recommended for survey control.
 BU0236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0236.See file dsdata.txt to determine how the superseded data were derived.
 BU0236
 BU0236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV626324(NAD 83)
 BU0236_MARKER: DB = BENCH MARK DISK
 BU0236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0236_STAMPING: C 421 1967
 BU0236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0236+STABILITY: SURFACE MOTION
 BU0236
 BU0236  HISTORY     - Date     Condition        Report By
 BU0236  HISTORY     - 1967     MONUMENTED       CGS
 BU0236  HISTORY     - 1968     GOOD             NGS
 BU0236
 BU0236                          STATION DESCRIPTION
 BU0236
 BU0236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0236'1.1 MI NE FROM LOCKHART.
 BU0236'ABOUT 1.1 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU0236'FROM THE CROSSING OF STATE HIGHWAY 55 AT LOCKHART, ABOUT 0.2 MILE
 BU0236'NORTHEAST OF MILEPOST 615, 127 1/2 FEET EAST OF THE CENTER OF A BLACK
 BU0236'TOPPED ROAD CROSSING, 86 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 2 FEET
 BU0236'NORTHWEST OF A POWER POLE AND IS IN LINE WITH THE POLES, 1.5 FEET
 BU0236'SOUTHEAST OF A METAL WITNESS POST, ABOUT 6 FEET ABOVE THE LEVEL OF THE
 BU0236'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BU0236'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0280 ***********************************************************************
 BU0280  DESIGNATION -  C 422
 BU0280  PID         -  BU0280
 BU0280  STATE/COUNTY-  AL/COVINGTON
 BU0280  USGS QUAD   -  OPP WEST (1986)
 BU0280
 BU0280                         *CURRENT SURVEY CONTROL
 BU0280  ___________________________________________________________________
 BU0280* NAD 83(1986)-  31 17 41.     (N)    086 22 19.     (W)     SCALED    
 BU0280* NAVD 88     -        74.923  (meters)     245.81   (feet)  ADJUSTED  
 BU0280  ___________________________________________________________________
 BU0280  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BU0280  DYNAMIC HT  -          74.831 (meters)     245.51  (feet)  COMP
 BU0280  MODELED GRAV-     979,412.6   (mgal)                       NAVD 88
 BU0280
 BU0280  VERT ORDER  -  FIRST     CLASS I
 BU0280
 BU0280.The horizontal coordinates were scaled from a topographic map and have
 BU0280.an estimated accuracy of +/- 6 seconds.
 BU0280
 BU0280.The orthometric height was determined by differential leveling
 BU0280.and adjusted by the National Geodetic Survey in June 1991..
 BU0280
 BU0280.The geoid height was determined by GEOID03.
 BU0280
 BU0280.The dynamic height is computed by dividing the NAVD 88
 BU0280.geopotential number by the normal gravity value computed on the
 BU0280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0280.degrees latitude (g = 980.6199 gals.).
 BU0280
 BU0280.The modeled gravity was interpolated from observed gravity values.
 BU0280
 BU0280;                    North         East    Units  Estimated Accuracy
 BU0280;SPC AL E     -    88,230.      148,720.      MT  (+/- 180 meters Scaled)
 BU0280
 BU0280                          SUPERSEDED SURVEY CONTROL
 BU0280
 BU0280  NGVD 29 (??/??/92)   74.956  (m)          245.92   (f) ADJ UNCH    1 1
 BU0280
 BU0280.Superseded values are not recommended for survey control.
 BU0280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0280.See file dsdata.txt to determine how the superseded data were derived.
 BU0280
 BU0280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV597624(NAD 83)
 BU0280_MARKER: DB = BENCH MARK DISK
 BU0280_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BU0280_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BU0280_STAMPING: C 422 1967
 BU0280_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0280
 BU0280  HISTORY     - Date     Condition        Report By
 BU0280  HISTORY     - 1967     MONUMENTED       CGS
 BU0280  HISTORY     - 1968     GOOD             NGS
 BU0280
 BU0280                          STATION DESCRIPTION
 BU0280
 BU0280'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0280'1.1 MI SE FROM SANFORD.
 BU0280'ABOUT 1.1 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU0280'FROM THE CROSSING OF U.S. HIGHWAY 84 AT SANFORD, ABOUT 0.3 MILE
 BU0280'SOUTHEAST OF A GRADED DIRT ROAD CROSSING, ABOUT 0.1 MILE OR 14 RAILS
 BU0280'SOUTHEAST OF MILEPOST 587, AT THE SOUTHEAST END OF A CUT ALONG THE
 BU0280'SOUTHWEST SIDE OF THE TRACK, 36.4 FEET SOUTHWEST OF THE SOUTHWEST
 BU0280'RAIL, 1 FOOT NORTHEAST OF A RIGHT-OF-WAY FENCE LINE, 1.4 FEET
 BU0280'SOUTHEAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE
 BU0280'TRACK AND IS A DISK BRAZED ON THE TOP OF A 3-INCH PIPE PROJECTING 6
 BU0280'INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0383 ***********************************************************************
 CN0383  DESIGNATION -  C 423
 CN0383  PID         -  CN0383
 CN0383  STATE/COUNTY-  AL/MONTGOMERY
 CN0383  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0383
 CN0383                         *CURRENT SURVEY CONTROL
 CN0383  ___________________________________________________________________
 CN0383* NAD 83(1986)-  32 16 43.     (N)    086 18 32.     (W)     SCALED    
 CN0383* NAVD 88     -        64.525  (meters)     211.70   (feet)  ADJUSTED  
 CN0383  ___________________________________________________________________
 CN0383  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CN0383  DYNAMIC HT  -          64.451 (meters)     211.45  (feet)  COMP
 CN0383  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CN0383
 CN0383  VERT ORDER  -  FIRST     CLASS I
 CN0383
 CN0383.The horizontal coordinates were scaled from a topographic map and have
 CN0383.an estimated accuracy of +/- 6 seconds.
 CN0383
 CN0383.The orthometric height was determined by differential leveling
 CN0383.and adjusted by the National Geodetic Survey in June 1991..
 CN0383
 CN0383.The geoid height was determined by GEOID03.
 CN0383
 CN0383.The dynamic height is computed by dividing the NAVD 88
 CN0383.geopotential number by the normal gravity value computed on the
 CN0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0383.degrees latitude (g = 980.6199 gals.).
 CN0383
 CN0383.The modeled gravity was interpolated from observed gravity values.
 CN0383
 CN0383;                    North         East    Units  Estimated Accuracy
 CN0383;SPC AL E     -   197,300.      155,200.      MT  (+/- 180 meters Scaled)
 CN0383
 CN0383                          SUPERSEDED SURVEY CONTROL
 CN0383
 CN0383  NGVD 29 (??/??/92)   64.508  (m)          211.64   (f) ADJ UNCH    1 1
 CN0383
 CN0383.Superseded values are not recommended for survey control.
 CN0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0383.See file dsdata.txt to determine how the superseded data were derived.
 CN0383
 CN0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA650715(NAD 83)
 CN0383_MARKER: DB = BENCH MARK DISK
 CN0383_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0383_SP_SET: CONCRETE FOUNDATION
 CN0383_STAMPING: C 423 1967
 CN0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0383_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN0383+SATELLITE: SATELLITE OBSERVATIONS - March 26, 2002
 CN0383
 CN0383  HISTORY     - Date     Condition        Report By
 CN0383  HISTORY     - 1967     MONUMENTED       CGS
 CN0383  HISTORY     - 20020326 GOOD             ALHD
 CN0383
 CN0383                          STATION DESCRIPTION
 CN0383
 CN0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0383'2.7 MI N FROM SNOWDOUN.
 CN0383'ABOUT 2.7 MILES NORTH ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 CN0383'CROSSING OF BUTLER MILL ROAD AT SNOWDOUN, NEAR THE CROSSING OF TEAGUE
 CN0383'ROAD, SET VERTICALLY IN THE SOUTH FACE AND NEAR THE SOUTHEAST CORNER
 CN0383'OF THE CONCRETE FOUNDATION FOR BUILDING OF THE MONTGOMERY COOP INC,
 CN0383'211 FEET NORTHWEST OF THE CENTER OF THE CROSSING OF TEAGUE ROAD AND
 CN0383'THE TRACK, 31 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 1 FOOT
 CN0383'WEST OF THE SOUTHEAST CORNER OF THE BUILDING AND 1 FOOT ABOVE THE
 CN0383'LEVEL OF THE GROUND AND THE TRACK.
 CN0383
 CN0383                          STATION RECOVERY (2002)
 CN0383
 CN0383'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN0383'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0056 ***********************************************************************
 BU0056  DESIGNATION -  C 424
 BU0056  PID         -  BU0056
 BU0056  STATE/COUNTY-  AL/PIKE
 BU0056  USGS QUAD   -  YOUNGBLOOD (1981)
 BU0056
 BU0056                         *CURRENT SURVEY CONTROL
 BU0056  ___________________________________________________________________
 BU0056* NAD 83(1986)-  31 48 45.     (N)    086 00 44.     (W)     SCALED    
 BU0056* NAVD 88     -       138.155  (meters)     453.26   (feet)  ADJUSTED  
 BU0056  ___________________________________________________________________
 BU0056  GEOID HEIGHT-         -26.59  (meters)                     GEOID03
 BU0056  DYNAMIC HT  -         137.992 (meters)     452.73  (feet)  COMP
 BU0056  MODELED GRAV-     979,451.8   (mgal)                       NAVD 88
 BU0056
 BU0056  VERT ORDER  -  FIRST     CLASS I
 BU0056
 BU0056.The horizontal coordinates were scaled from a topographic map and have
 BU0056.an estimated accuracy of +/- 6 seconds.
 BU0056
 BU0056.The orthometric height was determined by differential leveling
 BU0056.and adjusted by the National Geodetic Survey in June 1991..
 BU0056
 BU0056.The geoid height was determined by GEOID03.
 BU0056
 BU0056.The dynamic height is computed by dividing the NAVD 88
 BU0056.geopotential number by the normal gravity value computed on the
 BU0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0056.degrees latitude (g = 980.6199 gals.).
 BU0056
 BU0056.The modeled gravity was interpolated from observed gravity values.
 BU0056
 BU0056;                    North         East    Units  Estimated Accuracy
 BU0056;SPC AL E     -   145,530.      183,060.      MT  (+/- 180 meters Scaled)
 BU0056
 BU0056                          SUPERSEDED SURVEY CONTROL
 BU0056
 BU0056  NGVD 29 (??/??/92)  138.138  (m)          453.21   (f) ADJ UNCH    1 1
 BU0056
 BU0056.Superseded values are not recommended for survey control.
 BU0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0056.See file dsdata.txt to determine how the superseded data were derived.
 BU0056
 BU0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA934200(NAD 83)
 BU0056_MARKER: DB = BENCH MARK DISK
 BU0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0056_STAMPING: C 424 1967
 BU0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0056+STABILITY: SURFACE MOTION
 BU0056
 BU0056  HISTORY     - Date     Condition        Report By
 BU0056  HISTORY     - 1967     MONUMENTED       CGS
 BU0056  HISTORY     - 1968     GOOD             NGS
 BU0056
 BU0056                          STATION DESCRIPTION
 BU0056
 BU0056'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0056'2.4 MI NW FROM TROY.
 BU0056'2.4 MILES NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BU0056'STATION AT TROY, 0.4 MILE NORTHWEST OF MILEPOST N 853, AT A ROAD
 BU0056'CROSSING, NEAR THE EAST END OF A DIRT CUT, 40 FEET NORTHWEST OF THE
 BU0056'CENTER OF THE ROAD CROSSING, 27.8 FEET NORTH OF THE NORTH RAIL OF THE
 BU0056'MAIN TRACK, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET WEST
 BU0056'OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP
 BU0056'OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0368 ***********************************************************************
 CN0368  DESIGNATION -  C 425
 CN0368  PID         -  CN0368
 CN0368  STATE/COUNTY-  AL/MONTGOMERY
 CN0368  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0368
 CN0368                         *CURRENT SURVEY CONTROL
 CN0368  ___________________________________________________________________
 CN0368* NAD 83(1986)-  32 22 40.     (N)    086 19 15.     (W)     SCALED    
 CN0368* NAVD 88     -        53.090  (meters)     174.18   (feet)  ADJUSTED  
 CN0368  ___________________________________________________________________
 CN0368  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CN0368  DYNAMIC HT  -          53.029 (meters)     173.98  (feet)  COMP
 CN0368  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 CN0368
 CN0368  VERT ORDER  -  FIRST     CLASS I
 CN0368
 CN0368.The horizontal coordinates were scaled from a topographic map and have
 CN0368.an estimated accuracy of +/- 6 seconds.
 CN0368
 CN0368.The orthometric height was determined by differential leveling
 CN0368.and adjusted by the National Geodetic Survey in June 1991..
 CN0368
 CN0368.The geoid height was determined by GEOID03.
 CN0368
 CN0368.The dynamic height is computed by dividing the NAVD 88
 CN0368.geopotential number by the normal gravity value computed on the
 CN0368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0368.degrees latitude (g = 980.6199 gals.).
 CN0368
 CN0368.The modeled gravity was interpolated from observed gravity values.
 CN0368
 CN0368;                    North         East    Units  Estimated Accuracy
 CN0368;SPC AL E     -   208,300.      154,130.      MT  (+/- 180 meters Scaled)
 CN0368
 CN0368                          SUPERSEDED SURVEY CONTROL
 CN0368
 CN0368  NGVD 29 (??/??/??)   53.075  (m)          174.13   (f) ADJUSTED    1 1
 CN0368
 CN0368.Superseded values are not recommended for survey control.
 CN0368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0368.See file dsdata.txt to determine how the superseded data were derived.
 CN0368
 CN0368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA638825(NAD 83)
 CN0368_MARKER: DB = BENCH MARK DISK
 CN0368_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN0368_SP_SET: 17 FEET
 CN0368_STAMPING: C 425 1967
 CN0368_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0368
 CN0368  HISTORY     - Date     Condition        Report By
 CN0368  HISTORY     - 1967     MONUMENTED       CGS
 CN0368  HISTORY     - 1968     GOOD             NGS
 CN0368
 CN0368                          STATION DESCRIPTION
 CN0368
 CN0368'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0368'0.45 MI SW FROM MONTGOMERY.
 CN0368'ABOUT 0.45 MILE SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 CN0368'THE UNION STATION AT MONTGOMERY, ABOUT 0.25 MILE NORTHEAST OF THE BELL
 CN0368'STREET OVERPASS, 8.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CN0368'CONCRETE BASE SUPPORTING THE SOUTHWEST LEG OF SIGNAL BRIDGE NO. 4883
 CN0368'AND 4884, 23 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK OF THE
 CN0368'SEABOARD COAST LINE RAILROAD, 12 FEET NORTH OF THE NORTH RAIL OF A
 CN0368'SIDE TRACK, 8.5 FEET SOUTH OF THE SOUTH RAIL OF A SIDE TRACK, ABOUT
 CN0368'LEVEL WITH THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 CN0368'ROD 2 INCHES BELOW THE LEVEL OF THE GROUND AND PROTECTED BY A 6 INCH
 CN0368'METAL PIPE WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO
 CN0368'REFUSAL AT A DEPTH OF 17 FEET.
 CN0368
 CN0368                          STATION RECOVERY (1968)
 CN0368
 CN0368'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CN0368'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0014 ***********************************************************************
 BU0014  DESIGNATION -  C 426
 BU0014  PID         -  BU0014
 BU0014  STATE/COUNTY-  AL/CRENSHAW
 BU0014  USGS QUAD   -  BRANTLEY (1971)
 BU0014
 BU0014                         *CURRENT SURVEY CONTROL
 BU0014  ___________________________________________________________________
 BU0014* NAD 83(1986)-  31 34 53.     (N)    086 15 54.     (W)     SCALED    
 BU0014* NAVD 88     -        84.227  (meters)     276.33   (feet)  ADJUSTED  
 BU0014  ___________________________________________________________________
 BU0014  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 BU0014  DYNAMIC HT  -          84.125 (meters)     276.00  (feet)  COMP
 BU0014  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 BU0014
 BU0014  VERT ORDER  -  FIRST     CLASS I
 BU0014
 BU0014.The horizontal coordinates were scaled from a topographic map and have
 BU0014.an estimated accuracy of +/- 6 seconds.
 BU0014
 BU0014.The orthometric height was determined by differential leveling
 BU0014.and adjusted by the National Geodetic Survey in June 1991..
 BU0014
 BU0014.The geoid height was determined by GEOID03.
 BU0014
 BU0014.The dynamic height is computed by dividing the NAVD 88
 BU0014.geopotential number by the normal gravity value computed on the
 BU0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0014.degrees latitude (g = 980.6199 gals.).
 BU0014
 BU0014.The modeled gravity was interpolated from observed gravity values.
 BU0014
 BU0014;                    North         East    Units  Estimated Accuracy
 BU0014;SPC AL E     -   119,970.      159,030.      MT  (+/- 180 meters Scaled)
 BU0014
 BU0014                          SUPERSEDED SURVEY CONTROL
 BU0014
 BU0014  NGVD 29 (??/??/92)   84.228  (m)          276.34   (f) ADJ UNCH    1 1
 BU0014
 BU0014.Superseded values are not recommended for survey control.
 BU0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0014.See file dsdata.txt to determine how the superseded data were derived.
 BU0014
 BU0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV697942(NAD 83)
 BU0014_MARKER: DB = BENCH MARK DISK
 BU0014_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0014_SP_SET: CULVERT
 BU0014_STAMPING: C 426 1967
 BU0014_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0014_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0014+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU0014
 BU0014  HISTORY     - Date     Condition        Report By
 BU0014  HISTORY     - 1967     MONUMENTED       CGS
 BU0014  HISTORY     - 1968     GOOD             NGS
 BU0014  HISTORY     - 20040412 GOOD             ALHD
 BU0014
 BU0014                          STATION DESCRIPTION
 BU0014
 BU0014'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0014'IN BRANTLEY.
 BU0014'AT BRANTLEY, ABOUT 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 29 (WEST
 BU0014'EMMETT AVENUE) FROM THE JUNCTION OF U.S. HIGHWAY 331 (MAIN STREET),
 BU0014'142 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF ALLEN STREET, SET
 BU0014'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE HEAD WALL OF A
 BU0014'16-FOOT CONCRETE CULVERT UNDER THE HIGHWAY, 11 FEET SOUTH OF THE SOUTH
 BU0014'CURB OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE LEVEL OF THE HIGHWAY.
 BU0014
 BU0014                          STATION RECOVERY (2004)
 BU0014
 BU0014'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU0014'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0331 ***********************************************************************
 CN0331  DESIGNATION -  C 427
 CN0331  PID         -  CN0331
 CN0331  STATE/COUNTY-  AL/MONTGOMERY
 CN0331  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0331
 CN0331                         *CURRENT SURVEY CONTROL
 CN0331  ___________________________________________________________________
 CN0331* NAD 83(1986)-  32 24 29.     (N)    086 18 12.     (W)     SCALED    
 CN0331* NAVD 88     -        49.105  (meters)     161.11   (feet)  ADJUSTED  
 CN0331  ___________________________________________________________________
 CN0331  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CN0331  DYNAMIC HT  -          49.049 (meters)     160.92  (feet)  COMP
 CN0331  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 CN0331
 CN0331  VERT ORDER  -  FIRST     CLASS I
 CN0331
 CN0331.The horizontal coordinates were scaled from a topographic map and have
 CN0331.an estimated accuracy of +/- 6 seconds.
 CN0331
 CN0331.The orthometric height was determined by differential leveling
 CN0331.and adjusted by the National Geodetic Survey in June 1991..
 CN0331
 CN0331.The geoid height was determined by GEOID03.
 CN0331
 CN0331.The dynamic height is computed by dividing the NAVD 88
 CN0331.geopotential number by the normal gravity value computed on the
 CN0331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0331.degrees latitude (g = 980.6199 gals.).
 CN0331
 CN0331.The modeled gravity was interpolated from observed gravity values.
 CN0331
 CN0331;                    North         East    Units  Estimated Accuracy
 CN0331;SPC AL E     -   211,650.      155,790.      MT  (+/- 180 meters Scaled)
 CN0331
 CN0331                          SUPERSEDED SURVEY CONTROL
 CN0331
 CN0331  NGVD 29 (??/??/92)   49.084  (m)          161.04   (f) ADJ UNCH    1 1
 CN0331
 CN0331.Superseded values are not recommended for survey control.
 CN0331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0331.See file dsdata.txt to determine how the superseded data were derived.
 CN0331
 CN0331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA655858(NAD 83)
 CN0331_MARKER: DB = BENCH MARK DISK
 CN0331_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 CN0331_SP_SET: CULVERT
 CN0331_STAMPING: C 427 1967
 CN0331_MARK LOGO: CGS   
 CN0331_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CN0331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0331+STABILITY: SURFACE MOTION
 CN0331_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN0331+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 CN0331
 CN0331  HISTORY     - Date     Condition        Report By
 CN0331  HISTORY     - 1967     MONUMENTED       CGS
 CN0331  HISTORY     - 1968     GOOD             NGS
 CN0331  HISTORY     - 19940221 GOOD             MSI
 CN0331  HISTORY     - 20031206 GOOD             JCLS
 CN0331
 CN0331                          STATION DESCRIPTION
 CN0331
 CN0331'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0331'1.6 MI NE FROM MONTGOMERY.
 CN0331'ABOUT 1.6 MILES NORTHEAST ALONG THE WESTERN RAILWAY OF ALABAMA FROM
 CN0331'THE CITY WATER WORKS AT MONTGOMERY, ABOUT 0.5 MILE SOUTHWEST OF
 CN0331'MILEPOST 173, SET ON THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CN0331'HEAD WALL OF A 12-FOOT CONCRETE BOX CULVERT OVER A SMALL STREAM, 11
 CN0331'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT NORTHEAST OF THE
 CN0331'SOUTHWEST END OF THE HEAD WALL AND ABOUT 4 FEET BELOW THE LEVEL OF THE
 CN0331'TRACK.
 CN0331
 CN0331                          STATION RECOVERY (1994)
 CN0331
 CN0331'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 CN0331'RECOVERED AS DESCRIBED EXCEPT AS FOLLOWS. THE WESTERN RAILWAY OF
 CN0331'ALABAMA TRACK HAS BEEN REMOVED. THE STATION IS LOCATED 11.5 FT (3.5 M)
 CN0331'SOUTHEAST OF THE CENTERLINE OF OLD RAILROAD BED, AND 10 FT (3.0 M)
 CN0331'NORTHEAST OF SOUTHEASTERLY OF TWO IRON GATEPOSTS.
 CN0331
 CN0331                          STATION RECOVERY (2003)
 CN0331
 CN0331'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CN0331'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1044 ***********************************************************************
 CM1044  DESIGNATION -  C 428
 CM1044  PID         -  CM1044
 CM1044  STATE/COUNTY-  AL/MACON
 CM1044  USGS QUAD   -  TUSKEGEE (1983)
 CM1044
 CM1044                         *CURRENT SURVEY CONTROL
 CM1044  ___________________________________________________________________
 CM1044* NAD 83(1986)-  32 28 55.     (N)    085 44 19.     (W)     SCALED    
 CM1044* NAVD 88     -        74.214  (meters)     243.48   (feet)  ADJUSTED  
 CM1044  ___________________________________________________________________
 CM1044  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CM1044  DYNAMIC HT  -          74.128 (meters)     243.20  (feet)  COMP
 CM1044  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 CM1044
 CM1044  VERT ORDER  -  FIRST     CLASS I
 CM1044
 CM1044.The horizontal coordinates were scaled from a topographic map and have
 CM1044.an estimated accuracy of +/- 6 seconds.
 CM1044
 CM1044.The orthometric height was determined by differential leveling
 CM1044.and adjusted by the National Geodetic Survey in June 1991..
 CM1044
 CM1044.The geoid height was determined by GEOID03.
 CM1044
 CM1044.The dynamic height is computed by dividing the NAVD 88
 CM1044.geopotential number by the normal gravity value computed on the
 CM1044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1044.degrees latitude (g = 980.6199 gals.).
 CM1044
 CM1044.The modeled gravity was interpolated from observed gravity values.
 CM1044
 CM1044;                    North         East    Units  Estimated Accuracy
 CM1044;SPC AL E     -   219,750.      208,900.      MT  (+/- 180 meters Scaled)
 CM1044
 CM1044                          SUPERSEDED SURVEY CONTROL
 CM1044
 CM1044  NGVD 29 (??/??/92)   74.188  (m)          243.40   (f) ADJ UNCH    1 1
 CM1044
 CM1044.Superseded values are not recommended for survey control.
 CM1044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1044.See file dsdata.txt to determine how the superseded data were derived.
 CM1044
 CM1044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA185945(NAD 83)
 CM1044_MARKER: DB = BENCH MARK DISK
 CM1044_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1044_SP_SET: ABUTMENT
 CM1044_STAMPING: C 428 1968
 CM1044_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1044
 CM1044  HISTORY     - Date     Condition        Report By
 CM1044  HISTORY     - 1968     MONUMENTED       CGS
 CM1044
 CM1044                          STATION DESCRIPTION
 CM1044
 CM1044'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM1044'1.5 MI W FROM CHEHAW.
 CM1044'ABOUT 1.5 MILES WEST ALONG THE WESTERN RAILWAY OF ALABAMA FROM
 CM1044'THE STATION AT CHEHAW, ABOUT 0.1 MILE WEST OF THE CROSSING OF
 CM1044'STATE HIGHWAY 199 AND RAILWAY MILEPOST 137, SET IN THE TOP OF THE
 CM1044'SOUTH END OF THE WEST ABUTMENT OF A 35-FOOT CONCRETE BRIDGE OVER
 CM1044'A SMALL STREAM, 6 FEET SOUTH OF THE SOUTH RAIL AND ABOUT 2 FEET
 CM1044'BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1217 ***********************************************************************
 CM1217  DESIGNATION -  C 429
 CM1217  PID         -  CM1217
 CM1217  STATE/COUNTY-  AL/LEE
 CM1217  USGS QUAD   -  LOACHAPOKA (1983)
 CM1217
 CM1217                         *CURRENT SURVEY CONTROL
 CM1217  ___________________________________________________________________
 CM1217* NAD 83(1986)-  32 35 57.     (N)    085 34 44.     (W)     SCALED    
 CM1217* NAVD 88     -       200.839  (meters)     658.92   (feet)  ADJUSTED  
 CM1217  ___________________________________________________________________
 CM1217  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CM1217  DYNAMIC HT  -         200.602 (meters)     658.14  (feet)  COMP
 CM1217  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 CM1217
 CM1217  VERT ORDER  -  FIRST     CLASS I
 CM1217
 CM1217.The horizontal coordinates were scaled from a topographic map and have
 CM1217.an estimated accuracy of +/- 6 seconds.
 CM1217
 CM1217.The orthometric height was determined by differential leveling
 CM1217.and adjusted by the National Geodetic Survey in June 1991..
 CM1217
 CM1217.The geoid height was determined by GEOID03.
 CM1217
 CM1217.The dynamic height is computed by dividing the NAVD 88
 CM1217.geopotential number by the normal gravity value computed on the
 CM1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1217.degrees latitude (g = 980.6199 gals.).
 CM1217
 CM1217.The modeled gravity was interpolated from observed gravity values.
 CM1217
 CM1217;                    North         East    Units  Estimated Accuracy
 CM1217;SPC AL E     -   232,770.      223,890.      MT  (+/- 180 meters Scaled)
 CM1217
 CM1217                          SUPERSEDED SURVEY CONTROL
 CM1217
 CM1217  NGVD 29 (??/??/92)  200.810  (m)          658.82   (f) ADJ UNCH    1 1
 CM1217
 CM1217.Superseded values are not recommended for survey control.
 CM1217.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1217.See file dsdata.txt to determine how the superseded data were derived.
 CM1217
 CM1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB333077(NAD 83)
 CM1217_MARKER: DB = BENCH MARK DISK
 CM1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1217_STAMPING: C 429 1968
 CM1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1217+STABILITY: SURFACE MOTION
 CM1217
 CM1217  HISTORY     - Date     Condition        Report By
 CM1217  HISTORY     - 1968     MONUMENTED       CGS
 CM1217
 CM1217                          STATION DESCRIPTION
 CM1217
 CM1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM1217'0.8 MI E FROM LOACHAPOKA.
 CM1217'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 14 FROM THE SCHOOL AT
 CM1217'LOACHAPOKA, 123 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION
 CM1217'OF A BLACK TOPPED ROAD LEADING SOUTH, 87 FEET NORTHEAST OF THE
 CM1217'CENTER OF THE CROSSING OF THE ROAD AND THE WESTERN RAILWAY OF
 CM1217'ALABAMA, 74 FEET EAST OF THE CENTER LINE OF THE ROAD, 50 1/2 FEET
 CM1217'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1.3 FEET EAST OF A METAL
 CM1217'WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND
 CM1217'SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES ABOVE THE
 CM1217'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0900 ***********************************************************************
 CN0900  DESIGNATION -  C 43
 CN0900  PID         -  CN0900
 CN0900  STATE/COUNTY-  AL/LOWNDES
 CN0900  USGS QUAD   -  CALHOUN (1981)
 CN0900
 CN0900                         *CURRENT SURVEY CONTROL
 CN0900  ___________________________________________________________________
 CN0900* NAD 83(1986)-  32 03 14.     (N)    086 32 27.     (W)     SCALED    
 CN0900* NAVD 88     -        81.911  (meters)     268.74   (feet)  ADJUSTED  
 CN0900  ___________________________________________________________________
 CN0900  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CN0900  DYNAMIC HT  -          81.815 (meters)     268.42  (feet)  COMP
 CN0900  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 CN0900
 CN0900  VERT ORDER  -  SECOND    CLASS 0
 CN0900
 CN0900.The horizontal coordinates were scaled from a topographic map and have
 CN0900.an estimated accuracy of +/- 6 seconds.
 CN0900
 CN0900.The orthometric height was determined by differential leveling
 CN0900.and adjusted by the National Geodetic Survey in June 1991..
 CN0900
 CN0900.The geoid height was determined by GEOID03.
 CN0900
 CN0900.The dynamic height is computed by dividing the NAVD 88
 CN0900.geopotential number by the normal gravity value computed on the
 CN0900.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0900.degrees latitude (g = 980.6199 gals.).
 CN0900
 CN0900.The modeled gravity was interpolated from observed gravity values.
 CN0900
 CN0900;                    North         East    Units  Estimated Accuracy
 CN0900;SPC AL W     -   228,100.      690,580.      MT  (+/- 180 meters Scaled)
 CN0900
 CN0900                          SUPERSEDED SURVEY CONTROL
 CN0900
 CN0900  NGVD 29 (??/??/92)   81.882  (m)          268.64   (f) ADJ UNCH    2 0
 CN0900
 CN0900.Superseded values are not recommended for survey control.
 CN0900.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0900.See file dsdata.txt to determine how the superseded data were derived.
 CN0900
 CN0900_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA433465(NAD 83)
 CN0900_MARKER: DB = BENCH MARK DISK
 CN0900_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0900_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0900_STAMPING: C 43 1934
 CN0900_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0900+STABILITY: SURFACE MOTION
 CN0900
 CN0900  HISTORY     - Date     Condition        Report By
 CN0900  HISTORY     - 1934     MONUMENTED       CGS
 CN0900  HISTORY     - 1949     GOOD             NGS
 CN0900  HISTORY     - 1976     MARK NOT FOUND   USGS
 CN0900
 CN0900                          STATION DESCRIPTION
 CN0900
 CN0900'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0900'0.4 MI NE FROM CALHOUN.
 CN0900'ABOUT 0.4 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 CN0900'FROM THE STATION AT CALHOUN, ABOUT 0.2 MILE NORTHEAST OF MILE POST
 CN0900'515, 13 YARDS NORTHEAST OF THE TOP OF A SMALL KNOLL, AT THE NORTHEAST
 CN0900'END OF A SIDE TRACK, 42.1 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CN0900'MAIN TRACK, 6 FEET NORTHWEST OF A FENCE LINE, 25 FEET NORTHWEST OF THE
 CN0900'CENTER LINE OF A GRAVEL ROAD PARALLELING TRACK, 54 FEET SOUTH OF A
 CN0900'SWITCH STAND, 102.5 FEET EAST-NORTHEAST OF THE EAST CORNER OF A LOW
 CN0900'CONCRETE BOX WITH METAL COVER, 1 FOOT SOUTHWEST OF A WHITE WOODEN
 CN0900'WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 CN0900'POST ABOUT FLUSH WITH THE GROUND.
 CN0900
 CN0900                          STATION RECOVERY (1976)
 CN0900
 CN0900'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CN0900'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0655 ***********************************************************************
 CM0655  DESIGNATION -  C 430
 CM0655  PID         -  CM0655
 CM0655  STATE/COUNTY-  AL/LEE
 CM0655  USGS QUAD   -  OPELIKA WEST (1983)
 CM0655
 CM0655                         *CURRENT SURVEY CONTROL
 CM0655  ___________________________________________________________________
 CM0655* NAD 83(1986)-  32 38 18.     (N)    085 23 55.     (W)     SCALED    
 CM0655* NAVD 88     -       230.456  (meters)     756.09   (feet)  ADJUSTED  
 CM0655  ___________________________________________________________________
 CM0655  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CM0655  DYNAMIC HT  -         230.182 (meters)     755.19  (feet)  COMP
 CM0655  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 CM0655
 CM0655  VERT ORDER  -  FIRST     CLASS I
 CM0655
 CM0655.The horizontal coordinates were scaled from a topographic map and have
 CM0655.an estimated accuracy of +/- 6 seconds.
 CM0655
 CM0655.The orthometric height was determined by differential leveling
 CM0655.and adjusted by the National Geodetic Survey in June 1991..
 CM0655
 CM0655.The geoid height was determined by GEOID03.
 CM0655
 CM0655.The dynamic height is computed by dividing the NAVD 88
 CM0655.geopotential number by the normal gravity value computed on the
 CM0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0655.degrees latitude (g = 980.6199 gals.).
 CM0655
 CM0655.The modeled gravity was interpolated from observed gravity values.
 CM0655
 CM0655;                    North         East    Units  Estimated Accuracy
 CM0655;SPC AL E     -   237,170.      240,790.      MT  (+/- 180 meters Scaled)
 CM0655
 CM0655                          SUPERSEDED SURVEY CONTROL
 CM0655
 CM0655  NGVD 29 (??/??/92)  230.419  (m)          755.97   (f) ADJ UNCH    1 1
 CM0655
 CM0655.Superseded values are not recommended for survey control.
 CM0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0655.See file dsdata.txt to determine how the superseded data were derived.
 CM0655
 CM0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB502123(NAD 83)
 CM0655_MARKER: DB = BENCH MARK DISK
 CM0655_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0655_SP_SET: CULVERT
 CM0655_STAMPING: C 430 1968
 CM0655_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0655
 CM0655  HISTORY     - Date     Condition        Report By
 CM0655  HISTORY     - 1968     MONUMENTED       CGS
 CM0655  HISTORY     - 1971     GOOD             LOCSUR
 CM0655
 CM0655                          STATION DESCRIPTION
 CM0655
 CM0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM0655'AT OPELIKA.
 CM0655'AT OPELIKA, 0.35 MILE EAST ALONG U.S. HIGHWAY 29 FROM LEE COUNTY
 CM0655'HOSPITAL, NEAR THE Y JUNCTION OF WEST END COURT, 90 FEET SOUTHWEST
 CM0655'OF THE CENTER OF THE JUNCTION OF PLEASANT DRIVE, SET IN THE TOP
 CM0655'OF THE WEST END OF THE SOUTH HEAD WALL OF A 6-FOOT CONCRETE BOX
 CM0655'CULVERT UNDER THE HIGHWAY, 29 FEET SOUTH OF THE CENTER LINE OF
 CM0655'THE HIGHWAY, 1 1/2 FEET EAST OF THE WEST END OF THE HEAD WALL
 CM0655'AND ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CM0655
 CM0655                          STATION RECOVERY (1971)
 CM0655
 CM0655'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1971
 CM0655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0350 ***********************************************************************
 CN0350  DESIGNATION -  C 431
 CN0350  PID         -  CN0350
 CN0350  STATE/COUNTY-  AL/MONTGOMERY
 CN0350  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0350
 CN0350                         *CURRENT SURVEY CONTROL
 CN0350  ___________________________________________________________________
 CN0350* NAD 83(1986)-  32 21 24.     (N)    086 22 08.     (W)     SCALED    
 CN0350* NAVD 88     -        53.097  (meters)     174.20   (feet)  ADJUSTED  
 CN0350  ___________________________________________________________________
 CN0350  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CN0350  DYNAMIC HT  -          53.036 (meters)     174.00  (feet)  COMP
 CN0350  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 CN0350
 CN0350  VERT ORDER  -  FIRST     CLASS I
 CN0350
 CN0350.The horizontal coordinates were scaled from a topographic map and have
 CN0350.an estimated accuracy of +/- 6 seconds.
 CN0350
 CN0350.The orthometric height was determined by differential leveling
 CN0350.and adjusted by the National Geodetic Survey in June 1991..
 CN0350
 CN0350.The geoid height was determined by GEOID03.
 CN0350
 CN0350.The dynamic height is computed by dividing the NAVD 88
 CN0350.geopotential number by the normal gravity value computed on the
 CN0350.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0350.degrees latitude (g = 980.6199 gals.).
 CN0350
 CN0350.The modeled gravity was interpolated from observed gravity values.
 CN0350
 CN0350;                    North         East    Units  Estimated Accuracy
 CN0350;SPC AL E     -   205,980.      149,590.      MT  (+/- 180 meters Scaled)
 CN0350
 CN0350                          SUPERSEDED SURVEY CONTROL
 CN0350
 CN0350  NGVD 29 (??/??/??)   53.082  (m)          174.15   (f) ADJUSTED    1 1
 CN0350
 CN0350.Superseded values are not recommended for survey control.
 CN0350.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0350.See file dsdata.txt to determine how the superseded data were derived.
 CN0350
 CN0350_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA593801(NAD 83)
 CN0350_MARKER: DB = BENCH MARK DISK
 CN0350_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0350_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0350_STAMPING: C 431 1968
 CN0350_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0350+STABILITY: SURFACE MOTION
 CN0350
 CN0350  HISTORY     - Date     Condition        Report By
 CN0350  HISTORY     - 1968     MONUMENTED       CGS
 CN0350  HISTORY     - 1982     MARK NOT FOUND   LOCENG
 CN0350
 CN0350                          STATION DESCRIPTION
 CN0350
 CN0350'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN0350'3.65 MI SW FROM MONTGOMERY.
 CN0350'ABOUT 3.65 MILES SOUTHWEST ALONG THE TRACK OF THE WESTERN RAILWAY OF
 CN0350'ALABAMA FROM UNION STATION AT MONTGOMERY, IN SECTION 21, T 16 N, R 17
 CN0350'E, 0.1 MILE SOUTHWEST OF A CROSSING OF THE RAILROAD AND AN OVERHEAD
 CN0350'POWER LINE, 33 1/2 FEET NORTHWEST AND ACROSS THE TRACK FROM MILEPOST
 CN0350'M3S47 178, 20 1/2 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK,
 CN0350'19 FEET SOUTHEAST OF THE CENTERLINE OF WELL ROAD WHICH PARALLELS THE
 CN0350'TRACK, 1.2 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET ABOVE
 CN0350'THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CN0350'PROJECTS 4 INCHES.
 CN0350
 CN0350                          STATION RECOVERY (1982)
 CN0350
 CN0350'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1982
 CN0350'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1777 ***********************************************************************
 CN1777  DESIGNATION -  C 432
 CN1777  PID         -  CN1777
 CN1777  STATE/COUNTY-  AL/DALLAS
 CN1777  USGS QUAD   -  SELMA (1977)
 CN1777
 CN1777                         *CURRENT SURVEY CONTROL
 CN1777  ___________________________________________________________________
 CN1777* NAD 83(1986)-  32 25 16.     (N)    087 03 24.     (W)     SCALED    
 CN1777* NAVD 88     -        42.124  (meters)     138.20   (feet)  ADJUSTED  
 CN1777  ___________________________________________________________________
 CN1777  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CN1777  DYNAMIC HT  -          42.076 (meters)     138.04  (feet)  COMP
 CN1777  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CN1777
 CN1777  VERT ORDER  -  FIRST     CLASS I
 CN1777
 CN1777.The horizontal coordinates were scaled from a topographic map and have
 CN1777.an estimated accuracy of +/- 6 seconds.
 CN1777
 CN1777.The orthometric height was determined by differential leveling
 CN1777.and adjusted by the National Geodetic Survey in June 1991..
 CN1777
 CN1777.The geoid height was determined by GEOID03.
 CN1777
 CN1777.The dynamic height is computed by dividing the NAVD 88
 CN1777.geopotential number by the normal gravity value computed on the
 CN1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1777.degrees latitude (g = 980.6199 gals.).
 CN1777
 CN1777.The modeled gravity was interpolated from observed gravity values.
 CN1777
 CN1777;                    North         East    Units  Estimated Accuracy
 CN1777;SPC AL W     -   268,510.      641,700.      MT  (+/- 180 meters Scaled)
 CN1777
 CN1777                          SUPERSEDED SURVEY CONTROL
 CN1777
 CN1777  NGVD 29 (??/??/??)   42.105  (m)          138.14   (f) ADJUSTED    1 1
 CN1777
 CN1777.Superseded values are not recommended for survey control.
 CN1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1777.See file dsdata.txt to determine how the superseded data were derived.
 CN1777
 CN1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA946871(NAD 83)
 CN1777_MARKER: DB = BENCH MARK DISK
 CN1777_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN1777_SP_SET: 32 FEET
 CN1777_STAMPING: C 432 1968
 CN1777_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN1777
 CN1777  HISTORY     - Date     Condition        Report By
 CN1777  HISTORY     - 1968     MONUMENTED       CGS
 CN1777
 CN1777                          STATION DESCRIPTION
 CN1777
 CN1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN1777'2.6 MI NW FROM SELMA.
 CN1777'ABOUT 0.7 MILE NORTH ALONG BROAD STREET WHICH IS U.S. HIGHWAY 80 FROM
 CN1777'THE NORTH END OF THE EDMUND PETTUS BRIDGE OVER THE ALABAMA RIVER AT
 CN1777'SELMA, THENCE 1.9 MILES WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY
 CN1777'SYSTEM, IN SECTION 27, T 17 N, R 10 E, 0.15 MILE EAST OF MILEPOST 196,
 CN1777'7 RAILS EAST OF THE EAST END OF A RAILROAD TRESTLE OVER ALF BRANCH, 69
 CN1777'FEET NORTH OF THE NORTH RAIL OF THE TRACK, 38 FEET EAST OF THE CENTER
 CN1777'LINE OF A PRIVATE DRIVEWAY, 70 FEET EAST OF A POWER POLE WHICH BEARS A
 CN1777'TRANSFORMER, 2 1/2 FEET SOUTH OF A POWER POLE WHICH IS BRACED BY TWO
 CN1777'GUY WIRE, 1.1 FEET NORTH OF A METAL WTNESS POST, ABOUT 2 FEET BELOW
 CN1777'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 CN1777'THAT IS DRIVEN TO A DEPTH OF 32 FEET AND IS ENCASED IN A 6-INCH CAST
 CN1777'IRON PIPE WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1083 ***********************************************************************
 CO1083  DESIGNATION -  C 433
 CO1083  PID         -  CO1083
 CO1083  STATE/COUNTY-  AL/SUMTER
 CO1083  USGS QUAD   -  BREWERSVILLE (1986)
 CO1083
 CO1083                         *CURRENT SURVEY CONTROL
 CO1083  ___________________________________________________________________
 CO1083* NAD 83(1986)-  32 30 16.     (N)    088 00 10.     (W)     SCALED    
 CO1083* NAVD 88     -        28.158  (meters)      92.38   (feet)  ADJUSTED  
 CO1083  ___________________________________________________________________
 CO1083  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CO1083  DYNAMIC HT  -          28.125 (meters)      92.27  (feet)  COMP
 CO1083  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 CO1083
 CO1083  VERT ORDER  -  FIRST     CLASS I
 CO1083
 CO1083.The horizontal coordinates were scaled from a topographic map and have
 CO1083.an estimated accuracy of +/- 6 seconds.
 CO1083
 CO1083.The orthometric height was determined by differential leveling
 CO1083.and adjusted by the National Geodetic Survey in June 1991..
 CO1083
 CO1083.The geoid height was determined by GEOID03.
 CO1083
 CO1083.The dynamic height is computed by dividing the NAVD 88
 CO1083.geopotential number by the normal gravity value computed on the
 CO1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1083.degrees latitude (g = 980.6199 gals.).
 CO1083
 CO1083.The modeled gravity was interpolated from observed gravity values.
 CO1083
 CO1083;                    North         East    Units  Estimated Accuracy
 CO1083;SPC AL W     -   277,770.      552,760.      MT  (+/- 180 meters Scaled)
 CO1083
 CO1083                          SUPERSEDED SURVEY CONTROL
 CO1083
 CO1083  NGVD 29 (??/??/??)   28.141  (m)           92.33   (f) ADJUSTED    1 1
 CO1083
 CO1083.Superseded values are not recommended for survey control.
 CO1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1083.See file dsdata.txt to determine how the superseded data were derived.
 CO1083
 CO1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA058967(NAD 83)
 CO1083_MARKER: DB = BENCH MARK DISK
 CO1083_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CO1083_SP_SET: 40 FEET
 CO1083_STAMPING: C 433 1968
 CO1083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1083
 CO1083  HISTORY     - Date     Condition        Report By
 CO1083  HISTORY     - 1968     MONUMENTED       CGS
 CO1083
 CO1083                          STATION DESCRIPTION
 CO1083
 CO1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO1083'5.4 MI NE FROM COATOPA.
 CO1083'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 CO1083'AT COATOPA, THENCE 4.65 MILES NORTHEAST ALONG COUNTY ROAD 23, THENCE
 CO1083'0.4 MILE SOUTH ALONG A GRADED DIRT ROAD, THENCE 0.2 MILE EAST ALONG A
 CO1083'TRAIL ROAD WHICH IS ON THE ABANDONED RAILROAD GRADE, IN SECTION 25, T
 CO1083'18 N, R 1 E, 36 1/2 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 39 1/2
 CO1083'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A WOODEN BRIDGE OVER A
 CO1083'CREEK, 61 1/2 FEET WEST OF A 14-INCH GUM TREE, 51 FEET SOUTH AND
 CO1083'ACROSS THE ROAD FROM AN EAST-WEST FENCE, 1.2 FEET EAST OF A METAL
 CO1083'WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE ROAD, AND ON THE
 CO1083'TOP OF A 5/8-INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 40
 CO1083'FEET AND IS ENCASED IN A 6-INCH CAST IRON PIPE WHICH PROJECTS 5
 CO1083'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1864 ***********************************************************************
 CN1864  DESIGNATION -  C 434
 CN1864  PID         -  CN1864
 CN1864  STATE/COUNTY-  AL/PERRY
 CN1864  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN1864
 CN1864                         *CURRENT SURVEY CONTROL
 CN1864  ___________________________________________________________________
 CN1864* NAD 83(1986)-  32 26 03.     (N)    087 29 54.     (W)     SCALED    
 CN1864* NAVD 88     -        82.606  (meters)     271.02   (feet)  ADJUSTED  
 CN1864  ___________________________________________________________________
 CN1864  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CN1864  DYNAMIC HT  -          82.511 (meters)     270.70  (feet)  COMP
 CN1864  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CN1864
 CN1864  VERT ORDER  -  FIRST     CLASS I
 CN1864
 CN1864.The horizontal coordinates were scaled from a topographic map and have
 CN1864.an estimated accuracy of +/- 6 seconds.
 CN1864
 CN1864.The orthometric height was determined by differential leveling
 CN1864.and adjusted by the National Geodetic Survey in June 1991..
 CN1864
 CN1864.The geoid height was determined by GEOID03.
 CN1864
 CN1864.The dynamic height is computed by dividing the NAVD 88
 CN1864.geopotential number by the normal gravity value computed on the
 CN1864.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1864.degrees latitude (g = 980.6199 gals.).
 CN1864
 CN1864.The modeled gravity was interpolated from observed gravity values.
 CN1864
 CN1864;                    North         East    Units  Estimated Accuracy
 CN1864;SPC AL W     -   269,870.      600,160.      MT  (+/- 180 meters Scaled)
 CN1864
 CN1864                          SUPERSEDED SURVEY CONTROL
 CN1864
 CN1864  NGVD 29 (??/??/??)   82.590  (m)          270.96   (f) ADJUSTED    1 1
 CN1864
 CN1864.Superseded values are not recommended for survey control.
 CN1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1864.See file dsdata.txt to determine how the superseded data were derived.
 CN1864
 CN1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA531886(NAD 83)
 CN1864_MARKER: DB = BENCH MARK DISK
 CN1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1864_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1864_STAMPING: C 434 1968
 CN1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1864+STABILITY: SURFACE MOTION
 CN1864
 CN1864  HISTORY     - Date     Condition        Report By
 CN1864  HISTORY     - 1968     MONUMENTED       CGS
 CN1864
 CN1864                          STATION DESCRIPTION
 CN1864
 CN1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN1864'1.1 MI SE FROM UNIONTOWN.
 CN1864'1.0 MILE SOUTHEAST ALONG A PAVED ROAD FROM THE SOUTHERN RAILWAY SYSTEM
 CN1864'STATION AT UNIONTOWN, THENCE 0.1 MILE WEST ALONG A GRAVELED ROAD, IN
 CN1864'SECTION 20, T 17 N, R 6 E, 40 YARDS SOUTH OF THE CENTERLINE OF THE
 CN1864'ROAD, AT THE NORTH END OF THE NORTH-SOUTH RUNWAY AT UNIONTOWN AIRPORT,
 CN1864'48 FEET WEST OF THE CENTERLINE OF THE RUNWAY, 8 FEET WEST OF THE WEST
 CN1864'EDGE OF THE RUNWAY, 5 FEET NORTHWEST OF THE MOST EASTERLY OF THREE
 CN1864'GREEN THRESHOLD LIGHTS WHICH ARE LOCATED ON THE WEST SIDE OF THE
 CN1864'RUNWAY, 5 FEET NORTHEAST OF THE MIDDLE OF THE THREE GREEN THRESHOLD
 CN1864'LIGHTS, 93 YARDS NORTHWEST OF THE NORTHWEST CORNER OF AN OPEN AIR
 CN1864'HANGAR, 121 YARDS SOUTHWEST OF BENCH MARK B 434, ABOUT LEVEL WITH THE
 CN1864'RUNWAY, AND SET IN THE TOP OF A CONCRETE POST ABOUT LEVEL WITH THE
 CN1864'SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2825 ***********************************************************************
 CN2825  DESIGNATION -  C 435
 CN2825  PID         -  CN2825
 CN2825  STATE/COUNTY-  AL/DALLAS
 CN2825  USGS QUAD   -  SELMA (1977)
 CN2825
 CN2825                         *CURRENT SURVEY CONTROL
 CN2825  ___________________________________________________________________
 CN2825* NAD 83(1986)-  32 23 57.     (N)    087 00 49.     (W)     SCALED    
 CN2825* NAVD 88     -        36.311  (meters)     119.13   (feet)  ADJUSTED  
 CN2825  ___________________________________________________________________
 CN2825  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CN2825  DYNAMIC HT  -          36.270 (meters)     119.00  (feet)  COMP
 CN2825  MODELED GRAV-     979,500.0   (mgal)                       NAVD 88
 CN2825
 CN2825  VERT ORDER  -  FIRST     CLASS I
 CN2825
 CN2825.The horizontal coordinates were scaled from a topographic map and have
 CN2825.an estimated accuracy of +/- 6 seconds.
 CN2825
 CN2825.The orthometric height was determined by differential leveling
 CN2825.and adjusted by the National Geodetic Survey in June 1991..
 CN2825
 CN2825.The geoid height was determined by GEOID03.
 CN2825
 CN2825.The dynamic height is computed by dividing the NAVD 88
 CN2825.geopotential number by the normal gravity value computed on the
 CN2825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2825.degrees latitude (g = 980.6199 gals.).
 CN2825
 CN2825.The modeled gravity was interpolated from observed gravity values.
 CN2825
 CN2825;                    North         East    Units  Estimated Accuracy
 CN2825;SPC AL W     -   266,090.      645,760.      MT  (+/- 180 meters Scaled)
 CN2825
 CN2825                          SUPERSEDED SURVEY CONTROL
 CN2825
 CN2825  NGVD 29 (??/??/??)   36.290  (m)          119.06   (f) ADJUSTED    1 1
 CN2825
 CN2825.Superseded values are not recommended for survey control.
 CN2825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2825.See file dsdata.txt to determine how the superseded data were derived.
 CN2825
 CN2825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA987846(NAD 83)
 CN2825_MARKER: DB = BENCH MARK DISK
 CN2825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2825_SP_SET: CONCRETE POST
 CN2825_STAMPING: C 435 1968
 CN2825_MARK LOGO: CGS   
 CN2825_PROJECTION: PROJECTING 18 CENTIMETERS
 CN2825
 CN2825  HISTORY     - Date     Condition        Report By
 CN2825  HISTORY     - UNK      MONUMENTED
 CN2825  HISTORY     - 1981     GOOD             NGS
 CN2825
 CN2825                          STATION DESCRIPTION
 CN2825
 CN2825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2825'0.56 KM (0.35 MI) SOUTH FROM SELMA.
 CN2825'0.32 KILOMETER (0.20 MILE) SOUTH ALONG U.S. HIGHWAY 80 FROM THE SOUTH
 CN2825'END OF THE EDMUND PETTUS BRIDGE OVER THE ALABAMA RIVER AT SELMA,
 CN2825'THENCE 0.24 KILOMETER (0.15 MILE) EAST ALONG A PAVED ROAD TO A
 CN2825'RAILROAD CROSSING AND THE MARK ON THE RIGHT, 27.74 METERS (91.0 FEET)
 CN2825'SOUTH OF THE CENTER OF THE CROSSING, 8.23 METERS (27.0 FEET) WEST OF
 CN2825'THE WEST RAIL OF THE TRACKS.
 CN2825'THE MARK IS 0.57 METERS  E FROM A WITNESS POST.
 CN2825'THE MARK IS 3.05 M BELOW THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2500 ***********************************************************************
 BG2500  DESIGNATION -  C 436
 BG2500  PID         -  BG2500
 BG2500  STATE/COUNTY-  AL/BALDWIN
 BG2500  USGS QUAD   -  ELSANOR (1985)
 BG2500
 BG2500                         *CURRENT SURVEY CONTROL
 BG2500  ___________________________________________________________________
 BG2500* NAD 83(1986)-  30 33 36.     (N)    087 35 37.     (W)     SCALED    
 BG2500* NAVD 88     -        43.989  (meters)     144.32   (feet)  ADJUSTED  
 BG2500  ___________________________________________________________________
 BG2500  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BG2500  DYNAMIC HT  -          43.931 (meters)     144.13  (feet)  COMP
 BG2500  MODELED GRAV-     979,338.8   (mgal)                       NAVD 88
 BG2500
 BG2500  VERT ORDER  -  FIRST     CLASS I
 BG2500
 BG2500.The horizontal coordinates were scaled from a topographic map and have
 BG2500.an estimated accuracy of +/- 6 seconds.
 BG2500
 BG2500.The orthometric height was determined by differential leveling
 BG2500.and adjusted by the National Geodetic Survey in June 1991..
 BG2500
 BG2500.The geoid height was determined by GEOID03.
 BG2500
 BG2500.The dynamic height is computed by dividing the NAVD 88
 BG2500.geopotential number by the normal gravity value computed on the
 BG2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2500.degrees latitude (g = 980.6199 gals.).
 BG2500
 BG2500.The modeled gravity was interpolated from observed gravity values.
 BG2500
 BG2500;                    North         East    Units  Estimated Accuracy
 BG2500;SPC AL W     -    62,080.      591,020.      MT  (+/- 180 meters Scaled)
 BG2500
 BG2500                          SUPERSEDED SURVEY CONTROL
 BG2500
 BG2500  NGVD 29 (??/??/??)   43.938  (m)          144.15   (f) ADJUSTED    1 1
 BG2500
 BG2500.Superseded values are not recommended for survey control.
 BG2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2500.See file dsdata.txt to determine how the superseded data were derived.
 BG2500
 BG2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU430809(NAD 83)
 BG2500_MARKER: DB = BENCH MARK DISK
 BG2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2500_STAMPING: C 436 1968
 BG2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2500+STABILITY: SURFACE MOTION
 BG2500
 BG2500  HISTORY     - Date     Condition        Report By
 BG2500  HISTORY     - 1968     MONUMENTED       CGS
 BG2500  HISTORY     - 1987     GOOD             USPSQD
 BG2500  HISTORY     - 20030626 MARK NOT FOUND   USPSQD
 BG2500
 BG2500                          STATION DESCRIPTION
 BG2500
 BG2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG2500'7.5 MI SE FROM ROBERTSDALE.
 BG2500'7.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE
 BG2500'AND NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, 0.1 MILE SOUTHEAST
 BG2500'OF THE JUNCTION OF A BLACKTOP ROAD LEADING EAST, 40.0 FEET NORTHEAST
 BG2500'OF THE CENTER LINE OF THE HIGHWAY, 24.0 FEET EAST SOUTHEAST OF
 BG2500'A TELEPHONE POLE, 1.0 FOOT SOUTHWEST OF THE NORTHEAST RIGHT-OF-WAY
 BG2500'FENCE, 2.0 FEET NORTHWEST OF A METAL WITNESS POST AND SET IN
 BG2500'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.  IN SECT. 5,
 BG2500'T 6 S, R 5 E
 BG2500
 BG2500                          STATION RECOVERY (1987)
 BG2500
 BG2500'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2500'RECOVERED IN GOOD CONDITION.
 BG2500
 BG2500                          STATION RECOVERY (2003)
 BG2500
 BG2500'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2500'WITNESS POST AND SIGN MISSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2543 ***********************************************************************
 BG2543  DESIGNATION -  C 437
 BG2543  PID         -  BG2543
 BG2543  STATE/COUNTY-  AL/BALDWIN
 BG2543  USGS QUAD   -  STAPLETON (1982)
 BG2543
 BG2543                         *CURRENT SURVEY CONTROL
 BG2543  ___________________________________________________________________
 BG2543* NAD 83(1986)-  30 40 30.     (N)    087 52 25.     (W)     SCALED    
 BG2543* NAVD 88     -        51.495  (meters)     168.95   (feet)  ADJUSTED  
 BG2543  ___________________________________________________________________
 BG2543  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BG2543  DYNAMIC HT  -          51.429 (meters)     168.73  (feet)  COMP
 BG2543  MODELED GRAV-     979,343.4   (mgal)                       NAVD 88
 BG2543
 BG2543  VERT ORDER  -  FIRST     CLASS I
 BG2543
 BG2543.The horizontal coordinates were scaled from a topographic map and have
 BG2543.an estimated accuracy of +/- 6 seconds.
 BG2543
 BG2543.The orthometric height was determined by differential leveling
 BG2543.and adjusted by the National Geodetic Survey in June 1991..
 BG2543
 BG2543.The geoid height was determined by GEOID03.
 BG2543
 BG2543.The dynamic height is computed by dividing the NAVD 88
 BG2543.geopotential number by the normal gravity value computed on the
 BG2543.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2543.degrees latitude (g = 980.6199 gals.).
 BG2543
 BG2543.The modeled gravity was interpolated from observed gravity values.
 BG2543
 BG2543;                    North         East    Units  Estimated Accuracy
 BG2543;SPC AL W     -    74,880.      564,200.      MT  (+/- 180 meters Scaled)
 BG2543
 BG2543                          SUPERSEDED SURVEY CONTROL
 BG2543
 BG2543  NGVD 29 (??/??/??)   51.451  (m)          168.80   (f) ADJUSTED    1 1
 BG2543
 BG2543.Superseded values are not recommended for survey control.
 BG2543.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2543.See file dsdata.txt to determine how the superseded data were derived.
 BG2543
 BG2543_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU163939(NAD 83)
 BG2543_MARKER: DB = BENCH MARK DISK
 BG2543_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG2543_SP_SET: 32 FEET
 BG2543_STAMPING: C 437 1968
 BG2543_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2543
 BG2543  HISTORY     - Date     Condition        Report By
 BG2543  HISTORY     - 1968     MONUMENTED       CGS
 BG2543
 BG2543                          STATION DESCRIPTION
 BG2543
 BG2543'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG2543'9.7 MI E FROM MOBILE.
 BG2543'ABOUT 7.4 MILES EAST ALONG U.S. HIGHWAY 31 AND 90 FROM THE EAST
 BG2543'END OF THE BANKHEAD TUNNEL, THENCE 2.3 MILES EAST ALONG U.S.
 BG2543'HIGHWAY 31, ABOUT 0.4 MILE EAST OF THE FIRST BAPTIST CHURCH OF
 BG2543'SPANISH FORT, IN SECTION 28, R 2 E, T 4 S, 49 1/2 FEET SOUTHEAST
 BG2543'OF THE CENTER LINE OF THE HIGHWAY AT THE CENTER OF THE JUNCTION
 BG2543'OF A BLACK TOPPED ROAD LEADING NORTH, 32 FEET SOUTHWEST OF THE
 BG2543'CENTER LINE OF A WOODS ROAD LEADING SOUTHEAST, 1.4 FEET NORTHWEST
 BG2543'OF THE NORTHWEST LEG OF A SIGN 2 MILES MALBIS HOTEL COURTS, 1.1
 BG2543'FEET NORTHEAST OF A METAL WITNESS POST, 1 1/2 FEET BELOW THE LEVEL
 BG2543'OF THE HIGHWAY, AND IS A DISK ON THE TOP OF A COPPER COATED STEEL
 BG2543'ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED
 BG2543'BY A 4 INCH METAL PIPE WHICH PROJECTS 4 INCHES ABOVE THE LEVEL OF
 BG2543'THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0249 ***********************************************************************
 BH0249  DESIGNATION -  C 438
 BH0249  PID         -  BH0249
 BH0249  STATE/COUNTY-  AL/MOBILE
 BH0249  USGS QUAD   -  GRAND BAY (1986)
 BH0249
 BH0249                         *CURRENT SURVEY CONTROL
 BH0249  ___________________________________________________________________
 BH0249* NAD 83(1986)-  30 29 47.     (N)    088 16 33.     (W)     SCALED    
 BH0249* NAVD 88     -        39.048  (meters)     128.11   (feet)  ADJUSTED  
 BH0249  ___________________________________________________________________
 BH0249  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0249  DYNAMIC HT  -          38.997 (meters)     127.94  (feet)  COMP
 BH0249  MODELED GRAV-     979,328.9   (mgal)                       NAVD 88
 BH0249
 BH0249  VERT ORDER  -  FIRST     CLASS I
 BH0249
 BH0249.The horizontal coordinates were scaled from a topographic map and have
 BH0249.an estimated accuracy of +/- 6 seconds.
 BH0249
 BH0249.The orthometric height was determined by differential leveling
 BH0249.and adjusted by the National Geodetic Survey in June 1991..
 BH0249
 BH0249.The geoid height was determined by GEOID03.
 BH0249
 BH0249.The dynamic height is computed by dividing the NAVD 88
 BH0249.geopotential number by the normal gravity value computed on the
 BH0249.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0249.degrees latitude (g = 980.6199 gals.).
 BH0249
 BH0249.The modeled gravity was interpolated from observed gravity values.
 BH0249
 BH0249;                    North         East    Units  Estimated Accuracy
 BH0249;SPC AL W     -    55,280.      525,520.      MT  (+/- 180 meters Scaled)
 BH0249
 BH0249                          SUPERSEDED SURVEY CONTROL
 BH0249
 BH0249  NGVD 29 (??/??/??)   39.005  (m)          127.97   (f) ADJUSTED    1 1
 BH0249
 BH0249.Superseded values are not recommended for survey control.
 BH0249.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0249.See file dsdata.txt to determine how the superseded data were derived.
 BH0249
 BH0249_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU775744(NAD 83)
 BH0249_MARKER: DB = BENCH MARK DISK
 BH0249_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0249_SP_SET: 88 FEET
 BH0249_STAMPING: C 438 1968
 BH0249_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0249
 BH0249  HISTORY     - Date     Condition        Report By
 BH0249  HISTORY     - 1968     MONUMENTED       CGS
 BH0249
 BH0249                          STATION DESCRIPTION
 BH0249
 BH0249'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0249'2.55 MI SW FROM IRVINGTON.
 BH0249'ABOUT 2.55 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0249'FROM THE CROSSING OF COUNTY ROAD 39 AT IRVINGTON, IN SECTION 27, R 3
 BH0249'W, T 6 S, 193 FEET EAST OF THE CENTER OF THE JUNCTION OF U. S. HIGHWAY
 BH0249'90 AND A BLACK TOP ROAD LEADING NORTH TO ST ELMO AIR STRIP, 50 FEET
 BH0249'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTHWEST OF THE
 BH0249'NORTHWEST RAIL OF THE MAIN TRACK, 2 1/2 FEET SOUTHWEST OF A TELEGRAPH
 BH0249'POLE, 0.5 FOOT NORTHWEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 BH0249'HIGHWAY, 4 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP
 BH0249'OF A COPPER COATED STEEL ROD PROJECTING 3 INCHES ABOVE THE LEVEL OF
 BH0249'THE GROUND AND PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 4
 BH0249'INCHES ABOVE THE LEVEL OF THE GROUND. THE ROD WAS DRIVEN TO A DEPTH OF
 BH0249'88 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0778 ***********************************************************************
 CM0778  DESIGNATION -  C 441
 CM0778  PID         -  CM0778
 CM0778  STATE/COUNTY-  AL/RUSSELL
 CM0778  USGS QUAD   -  PHENIX CITY (1984)
 CM0778
 CM0778                         *CURRENT SURVEY CONTROL
 CM0778  ___________________________________________________________________
 CM0778* NAD 83(1986)-  32 29 22.     (N)    085 01 48.     (W)     SCALED    
 CM0778* NAVD 88     -        88.660  (meters)     290.88   (feet)  ADJUSTED  
 CM0778  ___________________________________________________________________
 CM0778  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CM0778  DYNAMIC HT  -          88.559 (meters)     290.55  (feet)  COMP
 CM0778  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CM0778
 CM0778  VERT ORDER  -  FIRST     CLASS I
 CM0778
 CM0778.The horizontal coordinates were scaled from a topographic map and have
 CM0778.an estimated accuracy of +/- 6 seconds.
 CM0778
 CM0778.The orthometric height was determined by differential leveling
 CM0778.and adjusted by the National Geodetic Survey in June 1991..
 CM0778
 CM0778.The geoid height was determined by GEOID03.
 CM0778
 CM0778.The dynamic height is computed by dividing the NAVD 88
 CM0778.geopotential number by the normal gravity value computed on the
 CM0778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0778.degrees latitude (g = 980.6199 gals.).
 CM0778
 CM0778.The modeled gravity was interpolated from observed gravity values.
 CM0778
 CM0778;                    North         East    Units  Estimated Accuracy
 CM0778;SPC AL E     -   220,860.      275,500.      MT  (+/- 180 meters Scaled)
 CM0778
 CM0778                          SUPERSEDED SURVEY CONTROL
 CM0778
 CM0778  NGVD 29 (??/??/92)   88.681  (m)          290.95   (f) ADJ UNCH    1 1
 CM0778
 CM0778.Superseded values are not recommended for survey control.
 CM0778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0778.See file dsdata.txt to determine how the superseded data were derived.
 CM0778
 CM0778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA850963(NAD 83)
 CM0778_MARKER: DB = BENCH MARK DISK
 CM0778_SETTING: 66 = SET IN ROCK OUTCROP
 CM0778_SP_SET: ROCK LEDGE
 CM0778_STAMPING: C 441 1968
 CM0778_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CM0778+STABILITY: POSITION/ELEVATION WELL
 CM0778
 CM0778  HISTORY     - Date     Condition        Report By
 CM0778  HISTORY     - 1968     MONUMENTED       CGS
 CM0778
 CM0778                          STATION DESCRIPTION
 CM0778
 CM0778'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM0778'1.4 MI NW FROM PHENIX CITY.
 CM0778'ABOUT 1.4 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0778'FROM THE STATION AT PHENIX CITY, ABOUT 0.4 MILE NORTHWEST OF
 CM0778'MILEPOST 294, SET ON THE SOUTHWEST SLOPE AND NEAR THE TOP OF A
 CM0778'SLOPING ROCK LEDGE THAT IS ABOUT 20 FEET LONG AND 10 FEET HIGH,
 CM0778'43 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 31 1/2 FEET NORTHEAST
 CM0778'OF THE CENTER LINE OF RAILROAD STREET, 15 1/2 FEET NORTH OF THE
 CM0778'NORTHEAST END OF A 30-INCH PIPE CULVERT UNDER THE STREET, ABOUT
 CM0778'LEVEL WITH THE STREET, ABOUT 20 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1139 ***********************************************************************
 BV1139  DESIGNATION -  C 443
 BV1139  PID         -  BV1139
 BV1139  STATE/COUNTY-  AL/WASHINGTON
 BV1139  USGS QUAD   -  STATE LINE (1981)
 BV1139
 BV1139                         *CURRENT SURVEY CONTROL
 BV1139  ___________________________________________________________________
 BV1139* NAD 83(1986)-  31 23 56.     (N)    088 25 43.     (W)     SCALED    
 BV1139* NAVD 88     -        67.605  (meters)     221.80   (feet)  ADJUSTED  
 BV1139  ___________________________________________________________________
 BV1139  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 BV1139  DYNAMIC HT  -          67.523 (meters)     221.53  (feet)  COMP
 BV1139  MODELED GRAV-     979,419.6   (mgal)                       NAVD 88
 BV1139
 BV1139  VERT ORDER  -  FIRST     CLASS II
 BV1139
 BV1139.The horizontal coordinates were scaled from a topographic map and have
 BV1139.an estimated accuracy of +/- 6 seconds.
 BV1139
 BV1139.The orthometric height was determined by differential leveling
 BV1139.and adjusted by the National Geodetic Survey in June 1991..
 BV1139
 BV1139.The geoid height was determined by GEOID03.
 BV1139
 BV1139.The dynamic height is computed by dividing the NAVD 88
 BV1139.geopotential number by the normal gravity value computed on the
 BV1139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1139.degrees latitude (g = 980.6199 gals.).
 BV1139
 BV1139.The modeled gravity was interpolated from observed gravity values.
 BV1139
 BV1139;                    North         East    Units  Estimated Accuracy
 BV1139;SPC AL W     -   155,450.      511,690.      MT  (+/- 180 meters Scaled)
 BV1139
 BV1139                          SUPERSEDED SURVEY CONTROL
 BV1139
 BV1139  NGVD 29 (??/??/??)   67.574  (m)          221.70   (f) ADJUSTED    1 2
 BV1139
 BV1139.Superseded values are not recommended for survey control.
 BV1139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1139.See file dsdata.txt to determine how the superseded data were derived.
 BV1139
 BV1139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV641746(NAD 83)
 BV1139_MARKER: DB = BENCH MARK DISK
 BV1139_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1139_SP_SET: STAINLESS STEEL ROD
 BV1139_STAMPING: C 443 1980
 BV1139_PROJECTION: RECESSED 5 CENTIMETERS
 BV1139_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1139_ROD/PIPE-DEPTH: 6.1  meters
 BV1139
 BV1139  HISTORY     - Date     Condition        Report By
 BV1139  HISTORY     - 1980     MONUMENTED       NGS
 BV1139
 BV1139                          STATION DESCRIPTION
 BV1139
 BV1139'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1139'8.21 KM SE FROM STATE LINE.
 BV1139'2.17 KILOMETERS (1.35 MILES) NORTHEAST ALONG STATE ROUTE 42
 BV1139'FROM THE JUNCTION OF MAIN STREET IN STATE LINE, THENCE
 BV1139'6.04 KILOMETERS (3.75 MILES) SOUTHEAST ALONG U.S. ROUTE 45,
 BV1139'0.15 MILE SOUTH OF THE JUNCTION OF A PAVED ROAD LEADING NORTH,
 BV1139'0.05 MILE SOUTH OF A SIGN FOR YELLOW PINE (CITY LIMITS),
 BV1139'AT A POWER LINE CROSSING OVER THE HIGHWAY, 2.15 METERS
 BV1139'(7.1 FEET) EAST TO A POWER POLE WITH ONE GUY WIRE, 3 METERS
 BV1139'(10 FEET) EAST OF THE EDGE OF A 3-FOOT CUT BANK FOR THE
 BV1139'HIGHWAY, 3 METERS (9.8 FEET) WEST OF THE BASE OF THE GUY WIRE.
 BV1139'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BV1139'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1170 ***********************************************************************
 BV1170  DESIGNATION -  C 444
 BV1170  PID         -  BV1170
 BV1170  STATE/COUNTY-  AL/MOBILE
 BV1170  USGS QUAD   -  CITRONELLE EAST (1982)
 BV1170
 BV1170                         *CURRENT SURVEY CONTROL
 BV1170  ___________________________________________________________________
 BV1170* NAD 83(1986)-  31 02 43.     (N)    088 13 56.     (W)     SCALED    
 BV1170* NAVD 88     -        93.550  (meters)     306.92   (feet)  ADJUSTED  
 BV1170  ___________________________________________________________________
 BV1170  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BV1170  DYNAMIC HT  -          93.430 (meters)     306.53  (feet)  COMP
 BV1170  MODELED GRAV-     979,363.7   (mgal)                       NAVD 88
 BV1170
 BV1170  VERT ORDER  -  FIRST     CLASS II
 BV1170
 BV1170.The horizontal coordinates were scaled from a topographic map and have
 BV1170.an estimated accuracy of +/- 6 seconds.
 BV1170
 BV1170.The orthometric height was determined by differential leveling
 BV1170.and adjusted by the National Geodetic Survey in June 1991..
 BV1170
 BV1170.The geoid height was determined by GEOID03.
 BV1170
 BV1170.The dynamic height is computed by dividing the NAVD 88
 BV1170.geopotential number by the normal gravity value computed on the
 BV1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1170.degrees latitude (g = 980.6199 gals.).
 BV1170
 BV1170.The modeled gravity was interpolated from observed gravity values.
 BV1170
 BV1170;                    North         East    Units  Estimated Accuracy
 BV1170;SPC AL W     -   116,100.      530,110.      MT  (+/- 180 meters Scaled)
 BV1170
 BV1170                          SUPERSEDED SURVEY CONTROL
 BV1170
 BV1170  NGVD 29 (??/??/??)   93.513  (m)          306.80   (f) ADJUSTED    1 2
 BV1170
 BV1170.Superseded values are not recommended for survey control.
 BV1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1170.See file dsdata.txt to determine how the superseded data were derived.
 BV1170
 BV1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV824352(NAD 83)
 BV1170_MARKER: I = METAL ROD
 BV1170_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1170_SP_SET: STAINLESS STEEL ROD
 BV1170_STAMPING: C 444 1980
 BV1170_MARK LOGO: NGS   
 BV1170_PROJECTION: RECESSED 8 CENTIMETERS
 BV1170_MAGNETIC: I = MARKER IS A STEEL ROD
 BV1170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1170_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1170+SATELLITE: SATELLITE OBSERVATIONS - April 01, 1991
 BV1170_ROD/PIPE-DEPTH: 6.1  meters
 BV1170
 BV1170  HISTORY     - Date     Condition        Report By
 BV1170  HISTORY     - 1980     MONUMENTED       NGS
 BV1170  HISTORY     - 19910401 GOOD             ALHD
 BV1170
 BV1170                          STATION DESCRIPTION
 BV1170
 BV1170'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1170'5.6 KM SE FROM CITRONELLE.
 BV1170'THE MARK IS 1 M BELOW HIGHWAY.
 BV1170'5.6 KILOMETERS (3.5 MILES) SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 BV1170'FIRST BAPTIST CHURCH AT THE JUNCTION OF COUNTY ROUTE 96 IN CITRONELLE,
 BV1170'AT THE JUNCTION OF A WOODS ROAD LEADING WEST, AT THE NORTHEAST CORNER
 BV1170'OF A FENCE AROUND A PECAN GROVE, 12 METERS (39.5 FEET) WEST OF THE
 BV1170'CENTER LINE OF THE HIGHWAY, 14 METERS (46 FEET) SOUTH OF THE CENTER OF
 BV1170'THE WOODS ROAD, 0.45 METERS (1.5 FEET) SOUTH OF A POWER POLE NO.
 BV1170'M6423, 0.3 METERS (1 FOOT) NORTHEAST OF THE NORTHEAST CORNER FENCE
 BV1170'POST.
 BV1170'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BV1170
 BV1170                          STATION RECOVERY (1991)
 BV1170
 BV1170'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1170'THE STATION IS LOCATED IN MOBILE COUNTY ON THE WEST RIGHT OF WAY OF
 BV1170'U.S. 45 AND ALA 17, ABOUT 3.10 MI (4.99 KM) SOUTH OF CITRONELLE AND
 BV1170'ABOUT 13.00 MI (20.92 KM) WEST-SOUTHWEST OF MOUNT VERNON.
 BV1170'TO REACH THE STATION FROM EXIT 8 ON I-65 (MILE POST 5.20 ON U.S. 45
 BV1170'AND ALA 17) IN PRICHARD, DRIVE NORTH ON U.S. 45 AND ALA 17 FOR 24.20
 BV1170'MI (38.95 KM) TO MILE POST 29.40 AND THE STATION ON THE RIGHT.
 BV1170'THE STATION IS LOCATED IN THE SOUTHWEST QUADRANT OF THE INTERSECTION
 BV1170'OF U.S. 45, ALA 17 AND A WOODS ROAD LEADING WEST, 1.0 FT (0.3 M)
 BV1170'NORTHEAST OF THE NORTHEAST CORNER POST OF A FENCE, 1.5 FT (0.5 M)
 BV1170'SOUTH OF POWER POLE NO. M6423, 39.5 FT (12.0 M) WEST OF THE CENTERLINE
 BV1170'OF U.S. 45 AND ALA 17, 46.0 FT (14.0 M) SOUTH OF THE CENTER OF THE
 BV1170'WOODS ROAD, AND 1.0 FT (0.3 M) NORTH OF A METAL WITNESS POST AND
 BV1170'SIGN.
 BV1170'ELEVATION 306.801 FEET OR 93.513 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1138 ***********************************************************************
 BV1138  DESIGNATION -  C 445
 BV1138  PID         -  BV1138
 BV1138  STATE/COUNTY-  AL/WASHINGTON
 BV1138  USGS QUAD   -  STATE LINE (1981)
 BV1138
 BV1138                         *CURRENT SURVEY CONTROL
 BV1138  ___________________________________________________________________
 BV1138* NAD 83(1986)-  31 24 26.     (N)    088 25 59.     (W)     SCALED    
 BV1138* NAVD 88     -        71.358  (meters)     234.11   (feet)  ADJUSTED  
 BV1138  ___________________________________________________________________
 BV1138  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BV1138  DYNAMIC HT  -          71.271 (meters)     233.83  (feet)  COMP
 BV1138  MODELED GRAV-     979,421.2   (mgal)                       NAVD 88
 BV1138  OBS GRAVITY -     979,421.5   (mgal)                       GRAV_OBS
 BV1138
 BV1138  VERT ORDER  -  FIRST     CLASS II
 BV1138
 BV1138.The horizontal coordinates were scaled from a topographic map and have
 BV1138.an estimated accuracy of +/- 6 seconds.
 BV1138
 BV1138.The orthometric height was determined by differential leveling
 BV1138.and adjusted by the National Geodetic Survey in June 1991..
 BV1138
 BV1138.The geoid height was determined by GEOID03.
 BV1138
 BV1138.The dynamic height is computed by dividing the NAVD 88
 BV1138.geopotential number by the normal gravity value computed on the
 BV1138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1138.degrees latitude (g = 980.6199 gals.).
 BV1138
 BV1138.The modeled gravity was interpolated from observed gravity values.
 BV1138.The observed gravity was obtained from relative gravimeter ties
 BV1138.to the IGSN71 gravity network.
 BV1138
 BV1138;                    North         East    Units  Estimated Accuracy
 BV1138;SPC AL W     -   156,380.      511,270.      MT  (+/- 180 meters Scaled)
 BV1138
 BV1138                          SUPERSEDED SURVEY CONTROL
 BV1138
 BV1138  NGVD 29 (??/??/??)   71.328  (m)          234.02   (f) ADJUSTED    1 2
 BV1138
 BV1138.Superseded values are not recommended for survey control.
 BV1138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1138.See file dsdata.txt to determine how the superseded data were derived.
 BV1138
 BV1138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV637756(NAD 83)
 BV1138_MARKER: I = METAL ROD
 BV1138_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BV1138_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BV1138_STAMPING: C 445 1980
 BV1138_PROJECTION: FLUSH
 BV1138_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BV1138+STABILITY: POSITION/ELEVATION WELL
 BV1138_ROD/PIPE-DEPTH: 8.5  meters
 BV1138_SLEEVE-DEPTH  : 6.1 meters
 BV1138
 BV1138  HISTORY     - Date     Condition        Report By
 BV1138  HISTORY     - 1980     MONUMENTED       NGS
 BV1138
 BV1138                          STATION DESCRIPTION
 BV1138
 BV1138'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1138'7.25 KM SE FROM STATE LINE.
 BV1138'2.17 KILOMETERS (1.35 MILES) NORTHEAST ALONG STATE HIGHWAY 42
 BV1138'FROM THE JUNCTION OF MAIN STREET IN STATE LINE, THENCE 5.0
 BV1138'KILOMETERS (3.1 MILES) SOUTHEAST ALONG STATE HIGHWAY 45 TO THE
 BV1138'INTERSECTION OF HIGHWAY 45 AND A PAVED ROAD LEADING EAST AND
 BV1138'WEST IN THE VILLAGE OF YELLOW PINE, THENCE 0.08 KILOMETERS
 BV1138'(0.05 MILES) WEST ALONG THE PAVED ROAD TO THE YELLOW PINE
 BV1138'BAPTIST CHURCH ON THE RIGHT, AND THE MARK AT THE SOUTHWEST
 BV1138'CORNER OF THE CHURCH, 11.9 METERS (39 FEET) NORTH OF THE
 BV1138'CENTER OF THE ROAD, 1.3 METERS (4.3 FEET) NORTHWEST OF A
 BV1138'POWER POLE WITH LINES LEADING TO THE CHURCH, 1 METER (3.3 FEET)
 BV1138'SOUTH OF THE SOUTHWEST CORNER OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2259 ***********************************************************************
 DH2259  DESIGNATION -  C 446
 DH2259  PID         -  DH2259
 DH2259  STATE/COUNTY-  AL/JEFFERSON
 DH2259  USGS QUAD   -  IRONDALE (1978)
 DH2259
 DH2259                         *CURRENT SURVEY CONTROL
 DH2259  ___________________________________________________________________
 DH2259* NAD 83(1986)-  33 32 12.     (N)    086 41 46.     (W)     SCALED    
 DH2259* NAVD 88     -       218.402  (meters)     716.54   (feet)  ADJUSTED  
 DH2259  ___________________________________________________________________
 DH2259  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH2259  DYNAMIC HT  -         218.156 (meters)     715.73  (feet)  COMP
 DH2259  MODELED GRAV-     979,508.2   (mgal)                       NAVD 88
 DH2259
 DH2259  VERT ORDER  -  FIRST     CLASS II
 DH2259
 DH2259.The horizontal coordinates were scaled from a topographic map and have
 DH2259.an estimated accuracy of +/- 6 seconds.
 DH2259
 DH2259.The orthometric height was determined by differential leveling
 DH2259.and adjusted by the National Geodetic Survey in June 1991..
 DH2259
 DH2259.The geoid height was determined by GEOID03.
 DH2259
 DH2259.The dynamic height is computed by dividing the NAVD 88
 DH2259.geopotential number by the normal gravity value computed on the
 DH2259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2259.degrees latitude (g = 980.6199 gals.).
 DH2259
 DH2259.The modeled gravity was interpolated from observed gravity values.
 DH2259
 DH2259;                    North         East    Units  Estimated Accuracy
 DH2259;SPC AL W     -   392,420.      674,660.      MT  (+/- 180 meters Scaled)
 DH2259
 DH2259                          SUPERSEDED SURVEY CONTROL
 DH2259
 DH2259.No superseded survey control is available for this station.
 DH2259
 DH2259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC282108(NAD 83)
 DH2259_MARKER: I = METAL ROD
 DH2259_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2259_SP_SET: STAINLESS STEEL ROD
 DH2259_STAMPING: C 446 1980
 DH2259_MARK LOGO: NGS   
 DH2259_PROJECTION: FLUSH
 DH2259_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2259+STABILITY: POSITION/ELEVATION WELL
 DH2259_ROD/PIPE-DEPTH: 4.6  meters
 DH2259
 DH2259  HISTORY     - Date     Condition        Report By
 DH2259  HISTORY     - 1980     MONUMENTED       NGS
 DH2259
 DH2259                          STATION DESCRIPTION
 DH2259
 DH2259'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2259'IN IRONDALE.
 DH2259'IN IRONDALE, SET NORTHWEST OF U.S. HIGHWAY 78 NEAR THE WEST CORNER OF
 DH2259'A PLANTER AROUND THE MAIN SIGN OF THE FIESTA MOTEL, 1.3 KM (0.8 MILE)
 DH2259'NORTHWEST OF THE JUNCTION OF 16TH STREET, 30.18 METERS (99.0 FEET)
 DH2259'NORTHWEST OF THE CENTER LINE OF THE WEST BOUND LANE OF U.S. HIGHWAY
 DH2259'78, 15.7 METERS (51.5 FEET) EAST NORTHEAST OF THE MAIN ENTRANCE DOOR
 DH2259'TO THE OFFICE OF THE MOTEL, 5.0 METERS (16.4 FEET) NORTH OF A FIRE
 DH2259'HYDRANT, AND 1.22 METERS (4.0 FEET) SOUTHWEST OF THE WEST CORNER OF
 DH2259'PLANTER.
 DH2259'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2284 ***********************************************************************
 DH2284  DESIGNATION -  C 447
 DH2284  PID         -  DH2284
 DH2284  STATE/COUNTY-  AL/ST CLAIR
 DH2284  USGS QUAD   -  ODENVILLE (1972)
 DH2284
 DH2284                         *CURRENT SURVEY CONTROL
 DH2284  ___________________________________________________________________
 DH2284* NAD 83(1986)-  33 39 19.     (N)    086 25 34.     (W)     SCALED    
 DH2284* NAVD 88     -       221.593  (meters)     727.01   (feet)  ADJUSTED  
 DH2284  ___________________________________________________________________
 DH2284  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH2284  DYNAMIC HT  -         221.350 (meters)     726.21  (feet)  COMP
 DH2284  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 DH2284
 DH2284  VERT ORDER  -  FIRST     CLASS II
 DH2284
 DH2284.The horizontal coordinates were scaled from a topographic map and have
 DH2284.an estimated accuracy of +/- 6 seconds.
 DH2284
 DH2284.The orthometric height was determined by differential leveling
 DH2284.and adjusted by the National Geodetic Survey in June 1991..
 DH2284
 DH2284.The geoid height was determined by GEOID03.
 DH2284
 DH2284.The dynamic height is computed by dividing the NAVD 88
 DH2284.geopotential number by the normal gravity value computed on the
 DH2284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2284.degrees latitude (g = 980.6199 gals.).
 DH2284
 DH2284.The modeled gravity was interpolated from observed gravity values.
 DH2284
 DH2284;                    North         East    Units  Estimated Accuracy
 DH2284;SPC AL E     -   350,030.      145,020.      MT  (+/- 180 meters Scaled)
 DH2284
 DH2284                          SUPERSEDED SURVEY CONTROL
 DH2284
 DH2284.No superseded survey control is available for this station.
 DH2284
 DH2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC532240(NAD 83)
 DH2284_MARKER: I = METAL ROD
 DH2284_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2284_SP_SET: STAINLESS STEEL ROD
 DH2284_STAMPING: C 447 1980
 DH2284_MARK LOGO: NGS   
 DH2284_PROJECTION: FLUSH
 DH2284_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2284+STABILITY: POSITION/ELEVATION WELL
 DH2284_ROD/PIPE-DEPTH: 6.1  meters
 DH2284
 DH2284  HISTORY     - Date     Condition        Report By
 DH2284  HISTORY     - 1980     MONUMENTED       NGS
 DH2284
 DH2284                          STATION DESCRIPTION
 DH2284
 DH2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2284'0.7 KM (0.4 MI) SE FROM BRANCHVILLE.
 DH2284'0.7 KILOMETERS (0.45 MILE) SOUTHEAST ALONG BLAIRS FARM FROM THE
 DH2284'JUNCTION OF U.S. HIGHWAY 411 IN THE SMALL TOWN OF BRANCHVILLE, AT
 DH2284'THE NORTHEAST CORNER OF A WOOD FRAMED HOUSE IN THE SOUTHWEST CORNER
 DH2284'OF A PAVED ROAD LEADING SOUTH, 16.47 METERS (54.0 FEET) SOUTH OF THE
 DH2284'CENTER OF BLAIRS FARM ROAD, 3.0 METERS (9.8 FEET) EAST OF THE
 DH2284'NORTHEAST CORNER OF THE HOUSE, AND 1.95 METERD (6.4 FEET) NORTH OF
 DH2284'THE NORTHEAST CORNER OF THE FRONT PORCH.
 DH2284'THE MARK IS 0.15 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2308 ***********************************************************************
 DH2308  DESIGNATION -  C 448
 DH2308  PID         -  DH2308
 DH2308  STATE/COUNTY-  AL/ST CLAIR
 DH2308  USGS QUAD   -  OHATCHEE (1949)
 DH2308
 DH2308                         *CURRENT SURVEY CONTROL
 DH2308  ___________________________________________________________________
 DH2308* NAD 83(1986)-  33 45 03.     (N)    086 06 58.     (W)     SCALED    
 DH2308* NAVD 88     -       161.725  (meters)     530.59   (feet)  ADJUSTED  
 DH2308  ___________________________________________________________________
 DH2308  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH2308  DYNAMIC HT  -         161.552 (meters)     530.03  (feet)  COMP
 DH2308  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DH2308
 DH2308  VERT ORDER  -  FIRST     CLASS II
 DH2308
 DH2308.The horizontal coordinates were scaled from a topographic map and have
 DH2308.an estimated accuracy of +/- 6 seconds.
 DH2308
 DH2308.The orthometric height was determined by differential leveling
 DH2308.and adjusted by the National Geodetic Survey in June 1991..
 DH2308
 DH2308.The geoid height was determined by GEOID03.
 DH2308
 DH2308.The dynamic height is computed by dividing the NAVD 88
 DH2308.geopotential number by the normal gravity value computed on the
 DH2308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2308.degrees latitude (g = 980.6199 gals.).
 DH2308
 DH2308.The modeled gravity was interpolated from observed gravity values.
 DH2308
 DH2308;                    North         East    Units  Estimated Accuracy
 DH2308;SPC AL E     -   360,500.      173,800.      MT  (+/- 180 meters Scaled)
 DH2308
 DH2308                          SUPERSEDED SURVEY CONTROL
 DH2308
 DH2308.No superseded survey control is available for this station.
 DH2308
 DH2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC818348(NAD 83)
 DH2308_MARKER: I = METAL ROD
 DH2308_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2308+WITH SETTING: INFORMATION.
 DH2308_SP_SET: SHALLOW SET METAL ROD
 DH2308_STAMPING: C 448 1980
 DH2308_MARK LOGO: NGS   
 DH2308_PROJECTION: FLUSH
 DH2308_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2308_ROD/PIPE-DEPTH: 2.7  meters
 DH2308
 DH2308  HISTORY     - Date     Condition        Report By
 DH2308  HISTORY     - 1980     MONUMENTED       NGS
 DH2308
 DH2308                          STATION DESCRIPTION
 DH2308
 DH2308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2308'3.5 KM (2.15 MI) NE FROM RAGLAND.
 DH2308'0.2 KILOMETERS (0.1 MILE) NORTH ALONG STATE HIGHWAY 144 FROM THE POST
 DH2308'OFFICE IN RAGLAND, THENCE 3.3 KILOMETERS (2.05 MILES) EAST ALONG
 DH2308'COUNTY ROAD 26 TO THE MARK SET IN THE SOUTHEAST CORNER OF THE JUNCTION
 DH2308'OF MARTIN ROAD CROSSING NEAR A UTILITY POLE, 12.40 METERS (40.5 FEET)
 DH2308'EAST OF THE CENTER OF MARTIN CROSSING ROAD, 10.06 METERS (33.0 FEET)
 DH2308'SOUTH OF THE CENTER LINE OF THE ROAD, 0.8 METERS (2.5 FEET) WEST OF
 DH2308'THE UTILITY POLE, AND 0.55 METERS (2.0 FEET)NORTH OF A WITNESS POST.
 DH2308'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, THE ROD WAS DRIVEN
 DH2308'TO REFUSAL AT 2.7 METERS.
 DH2308'THE MARK IS 0.55 METERS  N FROM A WITNESS POST.
 DH2308'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2470 ***********************************************************************
 DG2470  DESIGNATION -  C 449
 DG2470  PID         -  DG2470
 DG2470  STATE/COUNTY-  AL/CHEROKEE
 DG2470  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG2470
 DG2470                         *CURRENT SURVEY CONTROL
 DG2470  ___________________________________________________________________
 DG2470* NAD 83(1986)-  33 57 56.     (N)    085 26 27.     (W)     SCALED    
 DG2470* NAVD 88     -       292.752  (meters)     960.47   (feet)  ADJUSTED  
 DG2470  ___________________________________________________________________
 DG2470  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG2470  DYNAMIC HT  -         292.444 (meters)     959.46  (feet)  COMP
 DG2470  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DG2470
 DG2470  VERT ORDER  -  FIRST     CLASS II
 DG2470
 DG2470.The horizontal coordinates were scaled from a topographic map and have
 DG2470.an estimated accuracy of +/- 6 seconds.
 DG2470
 DG2470.The orthometric height was determined by differential leveling
 DG2470.and adjusted by the National Geodetic Survey in June 1991..
 DG2470
 DG2470.The geoid height was determined by GEOID03.
 DG2470
 DG2470.The dynamic height is computed by dividing the NAVD 88
 DG2470.geopotential number by the normal gravity value computed on the
 DG2470.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2470.degrees latitude (g = 980.6199 gals.).
 DG2470
 DG2470.The modeled gravity was interpolated from observed gravity values.
 DG2470
 DG2470;                    North         East    Units  Estimated Accuracy
 DG2470;SPC AL E     -   384,350.      236,270.      MT  (+/- 180 meters Scaled)
 DG2470
 DG2470                          SUPERSEDED SURVEY CONTROL
 DG2470
 DG2470.No superseded survey control is available for this station.
 DG2470
 DG2470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC440594(NAD 83)
 DG2470_MARKER: I = METAL ROD
 DG2470_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG2470_SP_SET: STAINLESS STEEL ROD
 DG2470_STAMPING: C 449 1980
 DG2470_MARK LOGO: NGS   
 DG2470_PROJECTION: RECESSED 1 CENTIMETERS
 DG2470_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2470_ROD/PIPE-DEPTH: 6.09 meters
 DG2470
 DG2470  HISTORY     - Date     Condition        Report By
 DG2470  HISTORY     - 1980     MONUMENTED       NGS
 DG2470
 DG2470                          STATION DESCRIPTION
 DG2470
 DG2470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2470'19.7 KM (12.15 MI) NE FROM PIEDMONT.
 DG2470'2.2 KILOMETERS (1.35 MILES) NORTHEAST ALONG BUSINESS HIGHWAY 278 FROM
 DG2470'THE POST OFFICE IN PIEDMONT, THENCE 17.5 KILOMETERS (10.8 MILES)
 DG2470'NORTHEAST ALONG U.S. HIGHWAY 278 TO THE MARK ON THE LEFT, 7.62 METERS
 DG2470'(25.0 FEET) EAST OF THE CENTER OF GRAVEL ROAD LEADING TO THE HOME OF
 DG2470'MR. N.T. FORRISTER, ROUTE 1, BOX 99, 12.65 METERS (41.5 FEET) NORTH
 DG2470'OF THE CENTER LINE OF THE HIGHWAY, AND 0.85 METER (2.8 FEET) SOUTH
 DG2470'OF POWER POLE NUMBER 21 WITH A GUY WIRE.
 DG2470'THE MARK IS 0.3 METERS  E FROM A WITNESS POST.
 DG2470'THE MARK IS 01 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1374 ***********************************************************************
 BU1374  DESIGNATION -  C 45
 BU1374  PID         -  BU1374
 BU1374  STATE/COUNTY-  AL/ESCAMBIA
 BU1374  USGS QUAD   -  BREWTON SOUTH (1986)
 BU1374
 BU1374                         *CURRENT SURVEY CONTROL
 BU1374  ___________________________________________________________________
 BU1374* NAD 83(1986)-  31 06 07.     (N)    087 04 16.     (W)     SCALED    
 BU1374* NAVD 88     -        24.181  (meters)      79.33   (feet)  ADJUSTED  
 BU1374  ___________________________________________________________________
 BU1374  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BU1374  DYNAMIC HT  -          24.150 (meters)      79.23  (feet)  COMP
 BU1374  MODELED GRAV-     979,385.5   (mgal)                       NAVD 88
 BU1374
 BU1374  VERT ORDER  -  SECOND    CLASS 0
 BU1374
 BU1374.The horizontal coordinates were scaled from a topographic map and have
 BU1374.an estimated accuracy of +/- 6 seconds.
 BU1374
 BU1374.The orthometric height was determined by differential leveling
 BU1374.and adjusted by the National Geodetic Survey in June 1991..
 BU1374
 BU1374.The geoid height was determined by GEOID03.
 BU1374
 BU1374.The dynamic height is computed by dividing the NAVD 88
 BU1374.geopotential number by the normal gravity value computed on the
 BU1374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1374.degrees latitude (g = 980.6199 gals.).
 BU1374
 BU1374.The modeled gravity was interpolated from observed gravity values.
 BU1374
 BU1374;                    North         East    Units  Estimated Accuracy
 BU1374;SPC AL W     -   122,230.      640,920.      MT  (+/- 180 meters Scaled)
 BU1374
 BU1374                          SUPERSEDED SURVEY CONTROL
 BU1374
 BU1374  NGVD 29 (??/??/92)   24.218  (m)           79.46   (f) ADJ UNCH    2 0
 BU1374
 BU1374.Superseded values are not recommended for survey control.
 BU1374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1374.See file dsdata.txt to determine how the superseded data were derived.
 BU1374
 BU1374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV932409(NAD 83)
 BU1374_MARKER: DB = BENCH MARK DISK
 BU1374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1374_STAMPING: C 45 1934
 BU1374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1374+STABILITY: SURFACE MOTION
 BU1374
 BU1374  HISTORY     - Date     Condition        Report By
 BU1374  HISTORY     - 1934     MONUMENTED       CGS
 BU1374  HISTORY     - 1959     MARK NOT FOUND   USGS
 BU1374
 BU1374                          STATION DESCRIPTION
 BU1374
 BU1374'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU1374'IN BREWTON.
 BU1374'AT BREWTON, ESCMABIA COUNTY, 0.3 MILE SOUTHWEST OF THE COUNTY
 BU1374'COURTHOUSE, AT THE INTERSECTION OF STATE HIGHWAY 12 AND SECOND STREET,
 BU1374'32 FEET SOUTHEAST OF THE CENTER LINE OF SECOND STREET, AND 25 FEET
 BU1374'NORTHEAST OF THE CENTER LINE OF HIGHWAY.  A STANDARD DISK, STAMPED C
 BU1374'45 1934 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BU1374
 BU1374                          STATION RECOVERY (1959)
 BU1374
 BU1374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BU1374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2445 ***********************************************************************
 DG2445  DESIGNATION -  C 450
 DG2445  PID         -  DG2445
 DG2445  STATE/COUNTY-  AL/CALHOUN
 DG2445  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG2445
 DG2445                         *CURRENT SURVEY CONTROL
 DG2445  ___________________________________________________________________
 DG2445* NAD 83(1986)-  33 50 35.     (N)    085 50 48.     (W)     SCALED    
 DG2445* NAVD 88     -       184.731  (meters)     606.07   (feet)  ADJUSTED  
 DG2445  ___________________________________________________________________
 DG2445  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG2445  DYNAMIC HT  -         184.535 (meters)     605.43  (feet)  COMP
 DG2445  MODELED GRAV-     979,571.9   (mgal)                       NAVD 88
 DG2445
 DG2445  VERT ORDER  -  FIRST     CLASS II
 DG2445
 DG2445.The horizontal coordinates were scaled from a topographic map and have
 DG2445.an estimated accuracy of +/- 6 seconds.
 DG2445
 DG2445.The orthometric height was determined by differential leveling
 DG2445.and adjusted by the National Geodetic Survey in June 1991..
 DG2445
 DG2445.The geoid height was determined by GEOID03.
 DG2445
 DG2445.The dynamic height is computed by dividing the NAVD 88
 DG2445.geopotential number by the normal gravity value computed on the
 DG2445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2445.degrees latitude (g = 980.6199 gals.).
 DG2445
 DG2445.The modeled gravity was interpolated from observed gravity values.
 DG2445
 DG2445;                    North         East    Units  Estimated Accuracy
 DG2445;SPC AL E     -   370,700.      198,770.      MT  (+/- 180 meters Scaled)
 DG2445
 DG2445                          SUPERSEDED SURVEY CONTROL
 DG2445
 DG2445.No superseded survey control is available for this station.
 DG2445
 DG2445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC067453(NAD 83)
 DG2445_MARKER: I = METAL ROD
 DG2445_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG2445+WITH SETTING: INFORMATION.
 DG2445_SP_SET: SHALLOW SET METAL ROD
 DG2445_STAMPING: C 450 1980
 DG2445_MARK LOGO: NGS   
 DG2445_PROJECTION: RECESSED 2 CENTIMETERS
 DG2445_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2445_ROD/PIPE-DEPTH: 1.2  meters
 DG2445
 DG2445  HISTORY     - Date     Condition        Report By
 DG2445  HISTORY     - 1980     MONUMENTED       NGS
 DG2445
 DG2445                          STATION DESCRIPTION
 DG2445
 DG2445'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2445'9.95 KM (6.15 MI) WEST FROM JACKSONVILLE.
 DG2445'1.3 KILOMETERS (0.8 MILE) NORTH ALONG STATE HIGHWAY 21 FROM THE POST
 DG2445'OFFICE IN JACKSONVILLE, THENCE 8.65 KILOMETERS (5.35 MILES) WEST ALONG
 DG2445'STATE HIGHWAY 204 TO THE ANGIE GROVE BAPTIST CHURCH AND THE MARK ON
 DG2445'THE SOUTH SIDE OF THE HIGHWAY, 19.51 METERS (64.0 FEET)
 DG2445'NORTH-NORTHWEST OF THE CENTER OF THE DRIVEWAY LEADING TO THE CHURCH,
 DG2445'17.68 METERS (58.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DG2445'AND 0.55 METER (1.8 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 DG2445'BRICK SIGN WITH ANGLE GROVE BAPTIST CHURCH ON IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2365 ***********************************************************************
 DH2365  DESIGNATION -  C 451
 DH2365  PID         -  DH2365
 DH2365  STATE/COUNTY-  AL/JEFFERSON
 DH2365  USGS QUAD   -  BESSEMER (1988)
 DH2365
 DH2365                         *CURRENT SURVEY CONTROL
 DH2365  ___________________________________________________________________
 DH2365* NAD 83(1986)-  33 27 35.     (N)    086 56 48.     (W)     SCALED    
 DH2365* NAVD 88     -       155.976  (meters)     511.73   (feet)  ADJUSTED  
 DH2365  ___________________________________________________________________
 DH2365  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2365  DYNAMIC HT  -         155.803 (meters)     511.16  (feet)  COMP
 DH2365  MODELED GRAV-     979,526.0   (mgal)                       NAVD 88
 DH2365
 DH2365  VERT ORDER  -  FIRST     CLASS II
 DH2365
 DH2365.The horizontal coordinates were scaled from a topographic map and have
 DH2365.an estimated accuracy of +/- 6 seconds.
 DH2365
 DH2365.The orthometric height was determined by differential leveling
 DH2365.and adjusted by the National Geodetic Survey in June 1991..
 DH2365
 DH2365.The geoid height was determined by GEOID03.
 DH2365
 DH2365.The dynamic height is computed by dividing the NAVD 88
 DH2365.geopotential number by the normal gravity value computed on the
 DH2365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2365.degrees latitude (g = 980.6199 gals.).
 DH2365
 DH2365.The modeled gravity was interpolated from observed gravity values.
 DH2365
 DH2365;                    North         East    Units  Estimated Accuracy
 DH2365;SPC AL W     -   383,730.      651,440.      MT  (+/- 180 meters Scaled)
 DH2365
 DH2365                          SUPERSEDED SURVEY CONTROL
 DH2365
 DH2365.No superseded survey control is available for this station.
 DH2365
 DH2365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC049022(NAD 83)
 DH2365_MARKER: DB = BENCH MARK DISK
 DH2365_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH2365_SP_SET: PIER
 DH2365_STAMPING: C 451 1980
 DH2365_MARK LOGO: NGS   
 DH2365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2365
 DH2365  HISTORY     - Date     Condition        Report By
 DH2365  HISTORY     - 1980     MONUMENTED       NGS
 DH2365
 DH2365                          STATION DESCRIPTION
 DH2365
 DH2365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2365'0.4 KM (0.25 MI) NE FROM WEST FAIRFIELD.
 DH2365'0.4 KILOMETER (0.25 MILE) NORTHEAST ALONG VALLEY ROAD FROM THE
 DH2365'JUNCTION OF JAYBIRD ROAD IN WEST FAIRFIELD, TO THE MARK ON THE LEFT,
 DH2365'SET VERTICALLY IN THE SOUTHWEST FACE OF THE SOUTHWEST CONCRETE PIER,
 DH2365'ONE OF THREE PIERS IN THE MEDIAN OF VALLEY ROAD FOR A EXIT RAMP
 DH2365'OVERPASS OFF INTERSTATE 20 AND 59, 8.66 METERS (28.4 FEET) SOUTHEAST
 DH2365'OF THE CENTER LINE OF THE SOUTHBOUND LANES OF VALLEY ROAD, 8.50
 DH2365'METERS (27.9 FEET) NORTHWEST OF THE CENTER LINE OF THE NORTHBOUND
 DH2365'LANES OF VALLEY ROAD, 0.50 METER (1.65 FEET) SOUTHEAST OF THE WEST
 DH2365'EDGE OF THE SOUTHWEST CONCRETE PIER.
 DH2365'THE MARK IS 0.91 M ABOVE MEDIAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2869 ***********************************************************************
 CN2869  DESIGNATION -  C 452
 CN2869  PID         -  CN2869
 CN2869  STATE/COUNTY-  AL/DALLAS
 CN2869  USGS QUAD   -  SELMA (1977)
 CN2869
 CN2869                         *CURRENT SURVEY CONTROL
 CN2869  ___________________________________________________________________
 CN2869* NAD 83(1986)-  32 24 39.     (N)    087 01 18.     (W)     SCALED    
 CN2869* NAVD 88     -        42.043  (meters)     137.94   (feet)  ADJUSTED  
 CN2869  ___________________________________________________________________
 CN2869  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CN2869  DYNAMIC HT  -          41.995 (meters)     137.78  (feet)  COMP
 CN2869  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 CN2869
 CN2869  VERT ORDER  -  FIRST     CLASS II
 CN2869
 CN2869.The horizontal coordinates were scaled from a topographic map and have
 CN2869.an estimated accuracy of +/- 6 seconds.
 CN2869
 CN2869.The orthometric height was determined by differential leveling
 CN2869.and adjusted by the National Geodetic Survey in June 1991..
 CN2869
 CN2869.The geoid height was determined by GEOID03.
 CN2869
 CN2869.The dynamic height is computed by dividing the NAVD 88
 CN2869.geopotential number by the normal gravity value computed on the
 CN2869.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2869.degrees latitude (g = 980.6199 gals.).
 CN2869
 CN2869.The modeled gravity was interpolated from observed gravity values.
 CN2869
 CN2869;                    North         East    Units  Estimated Accuracy
 CN2869;SPC AL W     -   267,380.      644,990.      MT  (+/- 180 meters Scaled)
 CN2869
 CN2869                          SUPERSEDED SURVEY CONTROL
 CN2869
 CN2869.No superseded survey control is available for this station.
 CN2869
 CN2869_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA979859(NAD 83)
 CN2869_MARKER: I = METAL ROD
 CN2869_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CN2869_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CN2869_STAMPING: C 452 1981
 CN2869_MARK LOGO: NGS   
 CN2869_PROJECTION: FLUSH
 CN2869_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CN2869+STABILITY: POSITION/ELEVATION WELL
 CN2869_ROD/PIPE-DEPTH: 10.9 meters
 CN2869_SLEEVE-DEPTH  : 6.0 meters
 CN2869
 CN2869  HISTORY     - Date     Condition        Report By
 CN2869  HISTORY     - 1981     MONUMENTED       NGS
 CN2869
 CN2869                          STATION DESCRIPTION
 CN2869
 CN2869'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2869'IN SELMA.
 CN2869'IN SELMA, AT THE PEOPLES BANK AND TRUST COMPANY 310 BROAD STREET,
 CN2869'SET AT THE SOUTH CORNER OF THE BANK PROPERTY IN A SMALL PATCH OF
 CN2869'LAWN AND NORTHEAST OF THE NORTHEAST FACE OF A 3-FOOT HIGH BRICK
 CN2869'RETAINING WALL AT THE SOUTHEAST ENTRANCE TO THE PARKING LOT, 0.08
 CN2869'KILOMETER (0.05 MILE) NORTHWEST OF THE INTERSECTION OF DALLAS
 CN2869'AVENUE, 6.64 METERS (21.8 FEET) SOUTH-SOUTHEAST OF THE EXTENDED
 CN2869'SOUTH CORNER OF THE BANK WITH A NIGHT DEPOSIT BOX, 4.54 METERS
 CN2869'(14.9 FEET) NORTHWEST OF A 5-FOOT HIGH CHAIN LINK PROPERTY LINE
 CN2869'FENCE RUNNING NORTHEAST AND SOUTHWEST, 1.65 METERS (5.4 FEET)
 CN2869'SOUTHEAST OF THE NORTHWEST EDGE OF THE SOUTHEAST CURB RETAINING
 CN2869'THE SMALL PATCH OF LAWN, 1.0 METER (3.3 FEET) NORTHEAST OF THE
 CN2869'NORTHEAST FACE OF THE BRICK RETAINING WALL.
 CN2869'THE MARK IS 0.15 M ABOVE CONCRETE ENTRANCE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2892 ***********************************************************************
 CN2892  DESIGNATION -  C 453
 CN2892  PID         -  CN2892
 CN2892  STATE/COUNTY-  AL/DALLAS
 CN2892  USGS QUAD   -  JONES (1982)
 CN2892
 CN2892                         *CURRENT SURVEY CONTROL
 CN2892  ___________________________________________________________________
 CN2892* NAD 83(1986)-  32 35 00.     (N)    086 55 22.     (W)     SCALED    
 CN2892* NAVD 88     -       130.717  (meters)     428.86   (feet)  ADJUSTED  
 CN2892  ___________________________________________________________________
 CN2892  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CN2892  DYNAMIC HT  -         130.566 (meters)     428.37  (feet)  COMP
 CN2892  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 CN2892
 CN2892  VERT ORDER  -  FIRST     CLASS II
 CN2892
 CN2892.The horizontal coordinates were scaled from a topographic map and have
 CN2892.an estimated accuracy of +/- 6 seconds.
 CN2892
 CN2892.The orthometric height was determined by differential leveling
 CN2892.and adjusted by the National Geodetic Survey in June 1991..
 CN2892
 CN2892.The geoid height was determined by GEOID03.
 CN2892
 CN2892.The dynamic height is computed by dividing the NAVD 88
 CN2892.geopotential number by the normal gravity value computed on the
 CN2892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2892.degrees latitude (g = 980.6199 gals.).
 CN2892
 CN2892.The modeled gravity was interpolated from observed gravity values.
 CN2892
 CN2892;                    North         East    Units  Estimated Accuracy
 CN2892;SPC AL W     -   286,550.      654,190.      MT  (+/- 180 meters Scaled)
 CN2892
 CN2892                          SUPERSEDED SURVEY CONTROL
 CN2892
 CN2892.No superseded survey control is available for this station.
 CN2892
 CN2892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB072050(NAD 83)
 CN2892_MARKER: I = METAL ROD
 CN2892_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CN2892_SP_SET: STAINLESS STEEL ROD
 CN2892_STAMPING: C 453 1981
 CN2892_MARK LOGO: NGS   
 CN2892_PROJECTION: FLUSH
 CN2892_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2892_ROD/PIPE-DEPTH: 13.4 meters
 CN2892
 CN2892  HISTORY     - Date     Condition        Report By
 CN2892  HISTORY     - 1981     MONUMENTED       NGS
 CN2892
 CN2892                          STATION DESCRIPTION
 CN2892
 CN2892'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2892'3.1 KM (1.9 MI) WEST FROM JONES.
 CN2892'0.5 KILOMETER (0.3 MILE) WEST ALONG COUNTY ROAD 83 FROM THE UNITED
 CN2892'METHODIST CHURCH IN JONES, THENCE 2.6 KILOMETERS (1.6 MILES) WEST
 CN2892'ALONG COUNTY ROAD 52 TO THE MARK ON THE RIGHT, SET NEAR THE NORTHWEST
 CN2892'ONE OF THREE 5-FOOT STEEL WARNING POSTS FOR A PIPELINE, 13.41
 CN2892'METERS (44 FEET) NORTHEAST OF THE CENTER LINE OF COUNTY ROAD 52,
 CN2892'9.30 METERS (30.5 FEET) NORTHWEST OF THE 5-FOOT STEEL POST.
 CN2892'THE MARK IS 0.62 METERS  SE FROM A WITNESS POST.
 CN2892'THE MARK IS 1.5 M BELOW COUNTY ROAD 52.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1400 ***********************************************************************
 BT1400  DESIGNATION -  C 454
 BT1400  PID         -  BT1400
 BT1400  STATE/COUNTY-  AL/HOUSTON
 BT1400  USGS QUAD   -  MADRID (1969)
 BT1400
 BT1400                         *CURRENT SURVEY CONTROL
 BT1400  ___________________________________________________________________
 BT1400* NAD 83(1986)-  31 03 02.     (N)    085 24 19.     (W)     SCALED    
 BT1400* NAVD 88     -        55.112  (meters)     180.81   (feet)  ADJUSTED  
 BT1400  ___________________________________________________________________
 BT1400  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BT1400  DYNAMIC HT  -          55.042 (meters)     180.58  (feet)  COMP
 BT1400  MODELED GRAV-     979,376.1   (mgal)                       NAVD 88
 BT1400
 BT1400  VERT ORDER  -  FIRST     CLASS II
 BT1400
 BT1400.The horizontal coordinates were scaled from a topographic map and have
 BT1400.an estimated accuracy of +/- 6 seconds.
 BT1400
 BT1400.The orthometric height was determined by differential leveling
 BT1400.and adjusted by the National Geodetic Survey in June 1991..
 BT1400
 BT1400.The geoid height was determined by GEOID03.
 BT1400
 BT1400.The dynamic height is computed by dividing the NAVD 88
 BT1400.geopotential number by the normal gravity value computed on the
 BT1400.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1400.degrees latitude (g = 980.6199 gals.).
 BT1400
 BT1400.The modeled gravity was interpolated from observed gravity values.
 BT1400
 BT1400;                    North         East    Units  Estimated Accuracy
 BT1400;SPC AL E     -    61,110.      240,860.      MT  (+/- 180 meters Scaled)
 BT1400
 BT1400                          SUPERSEDED SURVEY CONTROL
 BT1400
 BT1400.No superseded survey control is available for this station.
 BT1400
 BT1400_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV521362(NAD 83)
 BT1400_MARKER: I = METAL ROD
 BT1400_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1400_SP_SET: STAINLESS STEEL ROD
 BT1400_STAMPING: C 454 1981
 BT1400_MARK LOGO: NGS   
 BT1400_PROJECTION: FLUSH
 BT1400_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1400_ROD/PIPE-DEPTH: 8.5  meters
 BT1400
 BT1400  HISTORY     - Date     Condition        Report By
 BT1400  HISTORY     - 1981     MONUMENTED       NGS
 BT1400  HISTORY     - 1987     GOOD             USPSQD
 BT1400
 BT1400                          STATION DESCRIPTION
 BT1400
 BT1400'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1400'11.2 KM (6.95 MI) NORTH FROM CAMPBELLTON.
 BT1400'11.2 KILOMETERS (6.95 MILES) NORTH ALONG US HIGHWAY 231 FROM THE
 BT1400'POST OFFICE IN CAMPBELLTON, TO THE MARK ON THE RIGHT, 24.39 METERS
 BT1400'(80.0 FEET) EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 BT1400'HIGHWAY, 0.67 METER (2.2 FEET) SOUTH SOUTHWEST OF A UTILITY POLE.
 BT1400'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 BT1400'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BT1400
 BT1400                          STATION RECOVERY (1987)
 BT1400
 BT1400'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 BT1400'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1486 ***********************************************************************
 BT1486  DESIGNATION -  C 455
 BT1486  PID         -  BT1486
 BT1486  STATE/COUNTY-  AL/PIKE
 BT1486  USGS QUAD   -  BANKS (1968)
 BT1486
 BT1486                         *CURRENT SURVEY CONTROL
 BT1486  ___________________________________________________________________
 BT1486* NAD 83(1986)-  31 48 14.     (N)    085 50 08.     (W)     SCALED    
 BT1486* NAVD 88     -       163.000  (meters)     534.78   (feet)  ADJUSTED  
 BT1486  ___________________________________________________________________
 BT1486  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT1486  DYNAMIC HT  -         162.807 (meters)     534.14  (feet)  COMP
 BT1486  MODELED GRAV-     979,450.2   (mgal)                       NAVD 88
 BT1486
 BT1486  VERT ORDER  -  FIRST     CLASS II
 BT1486
 BT1486.The horizontal coordinates were scaled from a topographic map and have
 BT1486.an estimated accuracy of +/- 6 seconds.
 BT1486
 BT1486.The orthometric height was determined by differential leveling
 BT1486.and adjusted by the National Geodetic Survey in June 1991..
 BT1486
 BT1486.The geoid height was determined by GEOID03.
 BT1486
 BT1486.The dynamic height is computed by dividing the NAVD 88
 BT1486.geopotential number by the normal gravity value computed on the
 BT1486.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1486.degrees latitude (g = 980.6199 gals.).
 BT1486
 BT1486.The modeled gravity was interpolated from observed gravity values.
 BT1486
 BT1486;                    North         East    Units  Estimated Accuracy
 BT1486;SPC AL E     -   144,560.      199,790.      MT  (+/- 180 meters Scaled)
 BT1486
 BT1486                          SUPERSEDED SURVEY CONTROL
 BT1486
 BT1486.No superseded survey control is available for this station.
 BT1486
 BT1486_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA102192(NAD 83)
 BT1486_MARKER: I = METAL ROD
 BT1486_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1486_SP_SET: STAINLESS STEEL ROD
 BT1486_STAMPING: C 455 1981
 BT1486_MARK LOGO: NGS   
 BT1486_PROJECTION: FLUSH
 BT1486_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1486_ROD/PIPE-DEPTH: 8.5  meters
 BT1486
 BT1486  HISTORY     - Date     Condition        Report By
 BT1486  HISTORY     - 1981     MONUMENTED       NGS
 BT1486
 BT1486                          STATION DESCRIPTION
 BT1486
 BT1486'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1486'1.5 KM (0.95 MI) SOUTH FROM BANKS.
 BT1486'1.5 KILOMETERS (0.95 MILE) SOUTHEAST ALONG STATE HIGHWAY 93 FROM
 BT1486'THE JUNCTION US HIGHWAY 29 IN BANKS TO A WHITE WOOD FRAMED HOUSE
 BT1486'AND MARK ON RIGHT, 26.52 METERS (87.0 FEET) WEST OF THE CENTER LINE
 BT1486'OF THE HIGHWAY, 9.16 METERS (33.0 FEET) NORTH-NORTHEAST OF THE
 BT1486'SOUTHEAST CORNER OF THE HOUSE, 2.47 METERS (8.1 FEET) EAST OF THE
 BT1486'NORTHEAST CORNER OF THE FRONT PORCH.
 BT1486'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1500 ***********************************************************************
 BT1500  DESIGNATION -  C 456
 BT1500  PID         -  BT1500
 BT1500  STATE/COUNTY-  AL/PIKE
 BT1500  USGS QUAD   -  TROY (1981)
 BT1500
 BT1500                         *CURRENT SURVEY CONTROL
 BT1500  ___________________________________________________________________
 BT1500* NAD 83(1986)-  31 48 49.     (N)    085 58 13.     (W)     SCALED    
 BT1500* NAVD 88     -       164.085  (meters)     538.34   (feet)  ADJUSTED  
 BT1500  ___________________________________________________________________
 BT1500  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BT1500  DYNAMIC HT  -         163.890 (meters)     537.70  (feet)  COMP
 BT1500  MODELED GRAV-     979,445.2   (mgal)                       NAVD 88
 BT1500
 BT1500  VERT ORDER  -  FIRST     CLASS II
 BT1500
 BT1500.The horizontal coordinates were scaled from a topographic map and have
 BT1500.an estimated accuracy of +/- 6 seconds.
 BT1500
 BT1500.The orthometric height was determined by differential leveling
 BT1500.and adjusted by the National Geodetic Survey in June 1991..
 BT1500
 BT1500.The geoid height was determined by GEOID03.
 BT1500
 BT1500.The dynamic height is computed by dividing the NAVD 88
 BT1500.geopotential number by the normal gravity value computed on the
 BT1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1500.degrees latitude (g = 980.6199 gals.).
 BT1500
 BT1500.The modeled gravity was interpolated from observed gravity values.
 BT1500
 BT1500;                    North         East    Units  Estimated Accuracy
 BT1500;SPC AL E     -   145,650.      187,030.      MT  (+/- 180 meters Scaled)
 BT1500
 BT1500                          SUPERSEDED SURVEY CONTROL
 BT1500
 BT1500.No superseded survey control is available for this station.
 BT1500
 BT1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA974202(NAD 83)
 BT1500_MARKER: I = METAL ROD
 BT1500_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BT1500_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BT1500_STAMPING: C 456 1981
 BT1500_MARK LOGO: NGS   
 BT1500_PROJECTION: FLUSH
 BT1500_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT1500+STABILITY: POSITION/ELEVATION WELL
 BT1500_ROD/PIPE-DEPTH: 28.3 meters
 BT1500_SLEEVE-DEPTH  : 6.0 meters
 BT1500
 BT1500  HISTORY     - Date     Condition        Report By
 BT1500  HISTORY     - 1981     MONUMENTED       NGS
 BT1500
 BT1500                          STATION DESCRIPTION
 BT1500
 BT1500'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1500'IN TROY.
 BT1500'IN TROY, AT THE ALABAMA WAREHOUSE COMPANY WEIGH SCALES BUILDING ON
 BT1500'WILEY STREET, 0.08 KILOMETER (0.05 MILE) NORTHEAST OF THE Y-JUNCTION
 BT1500'OF CENTRAL AVENUE, AT THE EAST CORNER OF THE SCALES BUILDING, 14.63
 BT1500'METERS (48.0 FEET) NORTHWEST OF THE CENTER OF WILEY STREET, 2.90
 BT1500'METERS (9.5 FEET) WEST OF THE NORTH CORNER OF THE METAL FRAME OF THE
 BT1500'CONCRETE SCALE PLATFORM, 2.35 METERS (7.7 FEET) NORTHEAST OF THE EAST
 BT1500'CORNER OF THE BUILDING.
 BT1500'THE MARK IS 0.3 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1459 ***********************************************************************
 BT1459  DESIGNATION -  C 457
 BT1459  PID         -  BT1459
 BT1459  STATE/COUNTY-  AL/DALE
 BT1459  USGS QUAD   -  ARITON (1981)
 BT1459
 BT1459                         *CURRENT SURVEY CONTROL
 BT1459  ___________________________________________________________________
 BT1459* NAD 83(1986)-  31 32 37.     (N)    085 44 05.     (W)     SCALED    
 BT1459* NAVD 88     -       103.628  (meters)     339.99   (feet)  ADJUSTED  
 BT1459  ___________________________________________________________________
 BT1459  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BT1459  DYNAMIC HT  -         103.504 (meters)     339.58  (feet)  COMP
 BT1459  MODELED GRAV-     979,444.4   (mgal)                       NAVD 88
 BT1459
 BT1459  VERT ORDER  -  FIRST     CLASS II
 BT1459
 BT1459.The horizontal coordinates were scaled from a topographic map and have
 BT1459.an estimated accuracy of +/- 6 seconds.
 BT1459
 BT1459.The orthometric height was determined by differential leveling
 BT1459.and adjusted by the National Geodetic Survey in June 1991..
 BT1459
 BT1459.The geoid height was determined by GEOID03.
 BT1459
 BT1459.The dynamic height is computed by dividing the NAVD 88
 BT1459.geopotential number by the normal gravity value computed on the
 BT1459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1459.degrees latitude (g = 980.6199 gals.).
 BT1459
 BT1459.The modeled gravity was interpolated from observed gravity values.
 BT1459
 BT1459;                    North         East    Units  Estimated Accuracy
 BT1459;SPC AL E     -   115,710.      209,360.      MT  (+/- 180 meters Scaled)
 BT1459
 BT1459                          SUPERSEDED SURVEY CONTROL
 BT1459
 BT1459.No superseded survey control is available for this station.
 BT1459
 BT1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV201905(NAD 83)
 BT1459_MARKER: I = METAL ROD
 BT1459_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1459_SP_SET: STAINLESS STEEL ROD
 BT1459_STAMPING: C 457 1981
 BT1459_MARK LOGO: NGS   
 BT1459_PROJECTION: FLUSH
 BT1459_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1459_ROD/PIPE-DEPTH: 10.7 meters
 BT1459
 BT1459  HISTORY     - Date     Condition        Report By
 BT1459  HISTORY     - 1981     MONUMENTED       NGS
 BT1459
 BT1459                          STATION DESCRIPTION
 BT1459
 BT1459'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1459'13.0 KM (8.1 MI) NW FROM OZARK.
 BT1459'13.0 KILOMETERS (8.1 MILES) NORTHWEST ALONG US HIGHWAY 231 FROM
 BT1459'THE JUNCTION OF STATE HIGHWAY 249 IN OZARK TO A ROCK-FACED HOUSE
 BT1459'AND THE MARK ON THE RIGHT, 72.24 METERS (237.0 FEET) NORTHEAST OF
 BT1459'THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY, 8.44 METERS
 BT1459'(27.7 FEET) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE CONCRETE
 BT1459'PATIO, 1.68 METERS (5.5 FEET) WEST-SOUTHWEST OF THE NORTHWEST
 BT1459'CORNER OF THE HOUSE.
 BT1459'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1415 ***********************************************************************
 BT1415  DESIGNATION -  C 458
 BT1415  PID         -  BT1415
 BT1415  STATE/COUNTY-  AL/HOUSTON
 BT1415  USGS QUAD   -  MIDLAND CITY (1981)
 BT1415
 BT1415                         *CURRENT SURVEY CONTROL
 BT1415  ___________________________________________________________________
 BT1415* NAD 83(1986)-  31 15 05.     (N)    085 24 39.     (W)     SCALED    
 BT1415* NAVD 88     -       105.694  (meters)     346.76   (feet)  ADJUSTED  
 BT1415  ___________________________________________________________________
 BT1415  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BT1415  DYNAMIC HT  -         105.562 (meters)     346.33  (feet)  COMP
 BT1415  MODELED GRAV-     979,399.8   (mgal)                       NAVD 88
 BT1415
 BT1415  VERT ORDER  -  FIRST     CLASS II
 BT1415
 BT1415.The horizontal coordinates were scaled from a topographic map and have
 BT1415.an estimated accuracy of +/- 6 seconds.
 BT1415
 BT1415.The orthometric height was determined by differential leveling
 BT1415.and adjusted by the National Geodetic Survey in June 1991..
 BT1415
 BT1415.The geoid height was determined by GEOID03.
 BT1415
 BT1415.The dynamic height is computed by dividing the NAVD 88
 BT1415.geopotential number by the normal gravity value computed on the
 BT1415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1415.degrees latitude (g = 980.6199 gals.).
 BT1415
 BT1415.The modeled gravity was interpolated from observed gravity values.
 BT1415
 BT1415;                    North         East    Units  Estimated Accuracy
 BT1415;SPC AL E     -    83,380.      240,240.      MT  (+/- 180 meters Scaled)
 BT1415
 BT1415                          SUPERSEDED SURVEY CONTROL
 BT1415
 BT1415.No superseded survey control is available for this station.
 BT1415
 BT1415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV513585(NAD 83)
 BT1415_MARKER: I = METAL ROD
 BT1415_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1415_SP_SET: STAINLESS STEEL ROD
 BT1415_STAMPING: C 458 1981
 BT1415_MARK LOGO: NGS   
 BT1415_PROJECTION: FLUSH
 BT1415_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1415_ROD/PIPE-DEPTH: 21.3 meters
 BT1415
 BT1415  HISTORY     - Date     Condition        Report By
 BT1415  HISTORY     - 1981     MONUMENTED       NGS
 BT1415
 BT1415                          STATION DESCRIPTION
 BT1415
 BT1415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1415'1.44 KM (0.9 MI) NW FROM DOTHAN.
 BT1415'1.44 KILOMETERS (0.90 MILE) NORTHWEST ALONG DENTON ROAD FROM THE
 BT1415'JUNCTION OF US HIGHWAY 231 BUSINESS IN DOTHAN, TO HOUSE NUMBER 2103
 BT1415'AND THE MARK ON THE LEFT, 11.89 METERS (39.0 FEET) SOUTHWEST OF THE
 BT1415'CENTER LINE OF THE ROAD, 20.52 METERS (67.3 FEET) EAST-NORTHEAST OF
 BT1415'THE EAST CORNER OF THE HOUSE, 3.51 METERS (11.5 FEET) SOUTHWEST OF A
 BT1415'UTILITY POLE WITH A TRANSFORMER, 0.45 METER (1.5 FEET) NORTH-NORTHWEST
 BT1415'OF THE NORTHEAST END OF A 4-FOOT HIGH BRICK FENCE ON THE SOUTHEAST
 BT1415'SIDE OF THE PROPERTY.
 BT1415'THE MARK IS 0.75 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2322 ***********************************************************************
 DH2322  DESIGNATION -  C 459
 DH2322  PID         -  DH2322
 DH2322  STATE/COUNTY-  AL/BIBB
 DH2322  USGS QUAD   -  ALDRICH (1979)
 DH2322
 DH2322                         *CURRENT SURVEY CONTROL
 DH2322  ___________________________________________________________________
 DH2322* NAD 83(1986)-  33 03 15.     (N)    086 54 08.     (W)     SCALED    
 DH2322* NAVD 88     -       133.504  (meters)     438.00   (feet)  ADJUSTED  
 DH2322  ___________________________________________________________________
 DH2322  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH2322  DYNAMIC HT  -         133.353 (meters)     437.51  (feet)  COMP
 DH2322  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 DH2322
 DH2322  VERT ORDER  -  FIRST     CLASS II
 DH2322
 DH2322.The horizontal coordinates were scaled from a topographic map and have
 DH2322.an estimated accuracy of +/- 6 seconds.
 DH2322
 DH2322.The orthometric height was determined by differential leveling
 DH2322.and adjusted by the National Geodetic Survey in June 1991..
 DH2322
 DH2322.The geoid height was determined by GEOID03.
 DH2322
 DH2322.The dynamic height is computed by dividing the NAVD 88
 DH2322.geopotential number by the normal gravity value computed on the
 DH2322.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2322.degrees latitude (g = 980.6199 gals.).
 DH2322
 DH2322.The modeled gravity was interpolated from observed gravity values.
 DH2322
 DH2322;                    North         East    Units  Estimated Accuracy
 DH2322;SPC AL W     -   338,780.      655,830.      MT  (+/- 180 meters Scaled)
 DH2322
 DH2322                          SUPERSEDED SURVEY CONTROL
 DH2322
 DH2322.No superseded survey control is available for this station.
 DH2322
 DH2322_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB091572(NAD 83)
 DH2322_MARKER: I = METAL ROD
 DH2322_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2322_SP_SET: STAINLESS STEEL ROD
 DH2322_STAMPING: C 459 1981
 DH2322_MARK LOGO: NGS   
 DH2322_PROJECTION: FLUSH
 DH2322_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2322_ROD/PIPE-DEPTH: 12.2 meters
 DH2322
 DH2322  HISTORY     - Date     Condition        Report By
 DH2322  HISTORY     - 1981     MONUMENTED       NGS
 DH2322  HISTORY     - 19980713 GOOD             JCLS
 DH2322
 DH2322                          STATION DESCRIPTION
 DH2322
 DH2322'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DH2322'6.5 KM (4.05 MI) SW FROM MONTEVALLO.
 DH2322'1.05 KILOMETERS (0.65 MILE) SOUTHWEST ALONG STATE HIGHWAY 119
 DH2322'FROM THE JUNCTION OF COUNTY ROAD 10 IN MONTEVALLO, THENCE 4.7
 DH2322'KILOMETERS (2.9 MILES) SOUTHWEST ALONG STATE HIGHWAY 25, THENCE
 DH2322'0.8 KILOMETER (0.5 MILE) SOUTH ALONG STATE HIGHWAY 139 TO THE MARK ON
 DH2322'THE RIGHT, ALSO 17.95 KM (11.15 MI) NORTH ALONG STATE HIGHWAY 139 FROM
 DH2322'THE JUNCTION OF COUNTY ROAD IN RANDOLPH, 16.77 METERS (55.0 FEET)
 DH2322'WEST-NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 1.19 METERS
 DH2322'(3.9 FEET) WEST-SOUTHWEST OF A UTILITY POLE, 1.04 METERS (3.4 FEET)
 DH2322'EAST-SOUTHEAST OF A FENCE LINE.
 DH2322'THE MARK IS 0.65 METERS  NNE FROM A WITNESS POST.
 DH2322'THE MARK IS 1.0 M ABOVE HIGHWAY.
 DH2322
 DH2322                          STATION RECOVERY (1998)
 DH2322
 DH2322'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 DH2322'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0165 ***********************************************************************
 EG0165  DESIGNATION -  C 46
 EG0165  PID         -  EG0165
 EG0165  STATE/COUNTY-  AL/FRANKLIN
 EG0165  USGS QUAD   -  HALLTOWN (1976)
 EG0165
 EG0165                         *CURRENT SURVEY CONTROL
 EG0165  ___________________________________________________________________
 EG0165* NAD 83(1986)-  34 23 54.     (N)    088 05 05.     (W)     SCALED    
 EG0165* NAVD 88     -       224.005  (meters)     734.92   (feet)  ADJUSTED  
 EG0165  ___________________________________________________________________
 EG0165  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EG0165  DYNAMIC HT  -         223.777 (meters)     734.17  (feet)  COMP
 EG0165  MODELED GRAV-     979,613.9   (mgal)                       NAVD 88
 EG0165
 EG0165  VERT ORDER  -  SECOND    CLASS 0
 EG0165
 EG0165.The horizontal coordinates were scaled from a topographic map and have
 EG0165.an estimated accuracy of +/- 6 seconds.
 EG0165
 EG0165.The orthometric height was determined by differential leveling
 EG0165.and adjusted by the National Geodetic Survey in June 1991..
 EG0165
 EG0165.The geoid height was determined by GEOID03.
 EG0165
 EG0165.The dynamic height is computed by dividing the NAVD 88
 EG0165.geopotential number by the normal gravity value computed on the
 EG0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0165.degrees latitude (g = 980.6199 gals.).
 EG0165
 EG0165.The modeled gravity was interpolated from observed gravity values.
 EG0165
 EG0165;                    North         East    Units  Estimated Accuracy
 EG0165;SPC AL W     -   487,860.      546,240.      MT  (+/- 180 meters Scaled)
 EG0165
 EG0165                          SUPERSEDED SURVEY CONTROL
 EG0165
 EG0165  NGVD 29 (??/??/92)  223.950  (m)          734.74   (f) ADJ UNCH    2 0
 EG0165
 EG0165.Superseded values are not recommended for survey control.
 EG0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0165.See file dsdata.txt to determine how the superseded data were derived.
 EG0165
 EG0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD002068(NAD 83)
 EG0165_MARKER: DB = BENCH MARK DISK
 EG0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0165_STAMPING: C 46 1934
 EG0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0165+STABILITY: SURFACE MOTION
 EG0165
 EG0165  HISTORY     - Date     Condition        Report By
 EG0165  HISTORY     - 1934     MONUMENTED       CGS
 EG0165  HISTORY     - 1950     GOOD             TVA
 EG0165  HISTORY     - 20050526 MARK NOT FOUND   ALHD
 EG0165
 EG0165                          STATION DESCRIPTION
 EG0165
 EG0165'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EG0165'2 MI NW FROM VINA.
 EG0165'ABOUT 2 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 EG0165'STATION AT VINA, FRANKLIN COUNTY, ABOUT 1/4 MILE EAST OF THE STATION
 EG0165'AT COKER, 12.3 FEET NORTH OF THE SEVENTH POLE SOUTHEAST OF MILEPOST 32
 EG0165'(R 48), AT A ROAD CROSSING, 50 FEET EAST OF THE CENTER OF THE
 EG0165'CROSSING, 46 FEET NORTHEAST OF THE NORTHEAST RAIL, 9 FEET SOUTHEAST OF
 EG0165'THE CENTERLINE OF THE ROAD LEADING TO A HOUSE ACROSS THE TRACK, 1 FOOT
 EG0165'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND 2 FEET NORTHWEST OF A
 EG0165'T.V.A. STEEL POST WITH A CONTROL-MARKER SIGN.  A STANDARD DISK,
 EG0165'STAMPED C 46 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EG0165
 EG0165                          STATION RECOVERY (2005)
 EG0165
 EG0165'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EG0165'REFERENCES GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2895 ***********************************************************************
 CN2895  DESIGNATION -  C 460
 CN2895  PID         -  CN2895
 CN2895  STATE/COUNTY-  AL/DALLAS
 CN2895  USGS QUAD   -  JONES (1982)
 CN2895
 CN2895                         *CURRENT SURVEY CONTROL
 CN2895  ___________________________________________________________________
 CN2895* NAD 83(1986)-  32 36 18.     (N)    086 56 04.     (W)     SCALED    
 CN2895* NAVD 88     -       141.830  (meters)     465.32   (feet)  ADJUSTED  
 CN2895  ___________________________________________________________________
 CN2895  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN2895  DYNAMIC HT  -         141.666 (meters)     464.78  (feet)  COMP
 CN2895  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 CN2895
 CN2895  VERT ORDER  -  FIRST     CLASS II
 CN2895
 CN2895.The horizontal coordinates were scaled from a topographic map and have
 CN2895.an estimated accuracy of +/- 6 seconds.
 CN2895
 CN2895.The orthometric height was determined by differential leveling
 CN2895.and adjusted by the National Geodetic Survey in June 1991..
 CN2895
 CN2895.The geoid height was determined by GEOID03.
 CN2895
 CN2895.The dynamic height is computed by dividing the NAVD 88
 CN2895.geopotential number by the normal gravity value computed on the
 CN2895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2895.degrees latitude (g = 980.6199 gals.).
 CN2895
 CN2895.The modeled gravity was interpolated from observed gravity values.
 CN2895
 CN2895;                    North         East    Units  Estimated Accuracy
 CN2895;SPC AL W     -   288,950.      653,080.      MT  (+/- 180 meters Scaled)
 CN2895
 CN2895                          SUPERSEDED SURVEY CONTROL
 CN2895
 CN2895.No superseded survey control is available for this station.
 CN2895
 CN2895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB061075(NAD 83)
 CN2895_MARKER: I = METAL ROD
 CN2895_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CN2895_SP_SET: STAINLESS STEEL ROD
 CN2895_STAMPING: C 460 1981
 CN2895_MARK LOGO: NGS   
 CN2895_PROJECTION: FLUSH
 CN2895_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2895_ROD/PIPE-DEPTH: 11.0 meters
 CN2895
 CN2895  HISTORY     - Date     Condition        Report By
 CN2895  HISTORY     - 1981     MONUMENTED       NGS
 CN2895
 CN2895                          STATION DESCRIPTION
 CN2895
 CN2895'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2895'7.48 KM (4.65 MI) SSW FROM PLANTERSVILLE.
 CN2895'7.48 KILOMETERS (4.65 MILES) SOUTH-SOUTHWEST ALONG COUNTY ROAD
 CN2895'63 (OLD U.S. HIGHWAY 22) FROM THE PLANTERSVILLE BAPTIST CHURCH IN
 CN2895'PLANTERSVILLE TO THE MARK ON THE RIGHT, THE MARK IS IN THE FRONT
 CN2895'LAWN OF THE ELYTON BAPTIST CHURCH SOUTHWEST OF A POWER POLE WITH
 CN2895'A SECURITY LIGHT AND LINES RUNNING INTO THE CHURCH, 15.24 METERS
 CN2895'(50.0 FEET) NORTHWEST OF THE CENTER LINE OF THE ROAD, 27.04 METERS
 CN2895'(88.7 FEET) EAST-SOUTHEAST OF THE EAST CORNER OF THE CHURCH, 0.82
 CN2895'METER (2.7 FEET) SOUTHWEST OF THE POWER POLE.
 CN2895'THE MARK IS 0.91 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0872 ***********************************************************************
 EF0872  DESIGNATION -  C 47
 EF0872  PID         -  EF0872
 EF0872  STATE/COUNTY-  AL/WINSTON
 EF0872  USGS QUAD   -  DOUBLE SPRINGS (1969)
 EF0872
 EF0872                         *CURRENT SURVEY CONTROL
 EF0872  ___________________________________________________________________
 EF0872* NAD 83(1986)-  34 10 15.     (N)    087 25 22.     (W)     SCALED    
 EF0872* NAVD 88     -       253.894  (meters)     832.98   (feet)  ADJUSTED  
 EF0872  ___________________________________________________________________
 EF0872  GEOID HEIGHT-         -26.58  (meters)                     GEOID03
 EF0872  DYNAMIC HT  -         253.644 (meters)     832.16  (feet)  COMP
 EF0872  MODELED GRAV-     979,641.3   (mgal)                       NAVD 88
 EF0872
 EF0872  VERT ORDER  -  SECOND    CLASS 0
 EF0872
 EF0872.The horizontal coordinates were scaled from a topographic map and have
 EF0872.an estimated accuracy of +/- 6 seconds.
 EF0872
 EF0872.The orthometric height was determined by differential leveling
 EF0872.and adjusted by the National Geodetic Survey in June 1991..
 EF0872
 EF0872.The geoid height was determined by GEOID03.
 EF0872
 EF0872.The dynamic height is computed by dividing the NAVD 88
 EF0872.geopotential number by the normal gravity value computed on the
 EF0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0872.degrees latitude (g = 980.6199 gals.).
 EF0872
 EF0872.The modeled gravity was interpolated from observed gravity values.
 EF0872
 EF0872;                    North         East    Units  Estimated Accuracy
 EF0872;SPC AL W     -   462,470.      607,120.      MT  (+/- 180 meters Scaled)
 EF0872
 EF0872                          SUPERSEDED SURVEY CONTROL
 EF0872
 EF0872  NGVD 29 (??/??/92)  253.860  (m)          832.87   (f) ADJ UNCH    2 0
 EF0872
 EF0872.Superseded values are not recommended for survey control.
 EF0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0872.See file dsdata.txt to determine how the superseded data were derived.
 EF0872
 EF0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC610811(NAD 83)
 EF0872_MARKER: DB = BENCH MARK DISK
 EF0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0872_STAMPING: C 47 1934
 EF0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0872+STABILITY: SURFACE MOTION
 EF0872
 EF0872  HISTORY     - Date     Condition        Report By
 EF0872  HISTORY     - 1934     MONUMENTED       CGS
 EF0872  HISTORY     - 1967     MARK NOT FOUND   USGS
 EF0872  HISTORY     - 20050120 MARK NOT FOUND   ALHD
 EF0872
 EF0872                          STATION DESCRIPTION
 EF0872
 EF0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0872'2.0 MI W FROM DOUBLE SPRINGS.
 EF0872'ABOUT 2 MILES WEST ALONG STATE HIGHWAY 5 FROM DOUBLE SPRINGS, WINSTON
 EF0872'COUNTY, AT A ROAD INTERSECTION, 12 YARDS EAST OF THE CENTERLINE OF THE
 EF0872'ROAD, 9 YARDS NORTH OF THE CENTERLINE OF THE HIGHWAY, AND 23 YARDS
 EF0872'EAST OF THE EAST END OF THE CONCRETE POST IN A GUARD FENCE.  A
 EF0872'STANDARD DISK, STAMPED C 47 1934 AND SET IN THE TOP OF A CONCRETE
 EF0872'POST.
 EF0872
 EF0872                          STATION RECOVERY (1967)
 EF0872
 EF0872'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EF0872'MARK NOT FOUND.
 EF0872
 EF0872                          STATION RECOVERY (2005)
 EF0872
 EF0872'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0872'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1219 ***********************************************************************
 EF1219  DESIGNATION -  C 471
 EF1219  PID         -  EF1219
 EF1219  STATE/COUNTY-  AL/MORGAN
 EF1219  USGS QUAD   -  DECATUR (1982)
 EF1219
 EF1219                         *CURRENT SURVEY CONTROL
 EF1219  ___________________________________________________________________
 EF1219* NAD 83(1986)-  34 36 44.     (N)    086 59 01.     (W)     SCALED    
 EF1219* NAVD 88     -       180.250  (meters)     591.37   (feet)  ADJUSTED  
 EF1219  ___________________________________________________________________
 EF1219  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EF1219  DYNAMIC HT  -         180.076 (meters)     590.80  (feet)  COMP
 EF1219  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 EF1219
 EF1219  VERT ORDER  -  FIRST     CLASS II
 EF1219
 EF1219.The horizontal coordinates were scaled from a topographic map and have
 EF1219.an estimated accuracy of +/- 6 seconds.
 EF1219
 EF1219.The orthometric height was determined by differential leveling
 EF1219.and adjusted by the National Geodetic Survey in June 1991..
 EF1219
 EF1219.The geoid height was determined by GEOID03.
 EF1219
 EF1219.The dynamic height is computed by dividing the NAVD 88
 EF1219.geopotential number by the normal gravity value computed on the
 EF1219.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1219.degrees latitude (g = 980.6199 gals.).
 EF1219
 EF1219.The modeled gravity was interpolated from observed gravity values.
 EF1219
 EF1219;                    North         East    Units  Estimated Accuracy
 EF1219;SPC AL W     -   511,550.      647,360.      MT  (+/- 180 meters Scaled)
 EF1219
 EF1219                          SUPERSEDED SURVEY CONTROL
 EF1219
 EF1219.No superseded survey control is available for this station.
 EF1219
 EF1219_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED015300(NAD 83)
 EF1219_MARKER: I = METAL ROD
 EF1219_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EF1219_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EF1219_STAMPING: C 471 1982
 EF1219_MARK LOGO: NGS   
 EF1219_PROJECTION: RECESSED 4 CENTIMETERS
 EF1219_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1219_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1219+STABILITY: POSITION/ELEVATION WELL
 EF1219_ROD/PIPE-DEPTH: 8.5  meters
 EF1219_SLEEVE-DEPTH  : 3.0 meters
 EF1219
 EF1219  HISTORY     - Date     Condition        Report By
 EF1219  HISTORY     - 1982     MONUMENTED       NGS
 EF1219  HISTORY     - 1982     GOOD             NGS
 EF1219  HISTORY     - 1982     GOOD             NGS
 EF1219  HISTORY     - 19980219 GOOD             ALHD
 EF1219
 EF1219                          STATION DESCRIPTION
 EF1219
 EF1219'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1219'IN DECATUR.
 EF1219'IN DECATUR, 0.6 KM (0.4 MI) NORTHWEST ALONG U.S. ALTERNATE 72 AND
 EF1219'STATE HIGHWAY 20 FROM THE JUNCTION OF U.S. HIGHWAY 31 IN DECATUR,
 EF1219'THENCE 0.25 KM (0.15 MI) SOUTHWEST ALONG CANAL STREET NE, IN THE FRONT
 EF1219'LAWN OF THE FIRST METHODIST CHURCH AND ABOUT HALF WAY BETWEEN THE TWO
 EF1219'MAIN ENTRANCES, 21.6 METERS (71.0 FT) NORTHWEST OF THE NORTHWEST CURB
 EF1219'OF CANAL STREET, 5.7 METERS (19.0 FT) NORTHEAST OF THE NORTHEAST CURB
 EF1219'OF LAFAYETTE STREET NE, 10.3 METERS (34.0 FT) NORTHEAST OF THE BOTTOM
 EF1219'STEP OF THE STEPS LEADING TO THE SOUTHEAST ENTRANCE, 7.9 METERS
 EF1219'(26.0 FT) SOUTHEAST OF THE CENTER OF THE TWO DOORS AT THE NORTHWEST
 EF1219'ENTRANCE, AND 1.7 METERS (5.5 FT) SOUTHWEST OF THE SOUTHWEST FACE OF
 EF1219'THE BUILDING.
 EF1219'THE MARK IS 0.3 M ABOVE LAFAYETTE STREET.
 EF1219
 EF1219                          STATION RECOVERY (1982)
 EF1219
 EF1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1219'RECOVERED IN GOOD CONDITION.
 EF1219
 EF1219                          STATION RECOVERY (1982)
 EF1219
 EF1219'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1219'RECOVERED IN GOOD CONDITION.
 EF1219
 EF1219                          STATION RECOVERY (1998)
 EF1219
 EF1219'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1998 (JDS)
 EF1219'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1245 ***********************************************************************
 EF1245  DESIGNATION -  C 472
 EF1245  PID         -  EF1245
 EF1245  STATE/COUNTY-  AL/CULLMAN
 EF1245  USGS QUAD   -  FALKVILLE (1982)
 EF1245
 EF1245                         *CURRENT SURVEY CONTROL
 EF1245  ___________________________________________________________________
 EF1245* NAD 83(1986)-  34 16 05.     (N)    086 53 02.     (W)     SCALED    
 EF1245* NAVD 88     -       294.675  (meters)     966.78   (feet)  ADJUSTED  
 EF1245  ___________________________________________________________________
 EF1245  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 EF1245  DYNAMIC HT  -         294.369 (meters)     965.78  (feet)  COMP
 EF1245  MODELED GRAV-     979,590.7   (mgal)                       NAVD 88
 EF1245
 EF1245  VERT ORDER  -  FIRST     CLASS II
 EF1245
 EF1245.The horizontal coordinates were scaled from a topographic map and have
 EF1245.an estimated accuracy of +/- 6 seconds.
 EF1245
 EF1245.The orthometric height was determined by differential leveling
 EF1245.and adjusted by the National Geodetic Survey in June 1991..
 EF1245
 EF1245.The geoid height was determined by GEOID03.
 EF1245
 EF1245.The dynamic height is computed by dividing the NAVD 88
 EF1245.geopotential number by the normal gravity value computed on the
 EF1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1245.degrees latitude (g = 980.6199 gals.).
 EF1245
 EF1245.The modeled gravity was interpolated from observed gravity values.
 EF1245
 EF1245;                    North         East    Units  Estimated Accuracy
 EF1245;SPC AL W     -   473,420.      656,740.      MT  (+/- 180 meters Scaled)
 EF1245
 EF1245                          SUPERSEDED SURVEY CONTROL
 EF1245
 EF1245.No superseded survey control is available for this station.
 EF1245
 EF1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC106918(NAD 83)
 EF1245_MARKER: I = METAL ROD
 EF1245_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EF1245+WITH SETTING: INFORMATION.
 EF1245_SP_SET: SHALLOW SET METAL ROD
 EF1245_STAMPING: C 472 1982
 EF1245_MARK LOGO: NGS   
 EF1245_PROJECTION: FLUSH
 EF1245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1245_ROD/PIPE-DEPTH: 0.7  meters
 EF1245
 EF1245  HISTORY     - Date     Condition        Report By
 EF1245  HISTORY     - 1982     MONUMENTED       NGS
 EF1245
 EF1245                          STATION DESCRIPTION
 EF1245
 EF1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1245'11.7 KM (7.3 MI) SOUTH FROM FALKVILLE.
 EF1245'11.7 KM (7.3 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE INTERSECTION OF
 EF1245'COUNTY ROAD 55 (WEST 3RD STREET) IN FALKVILLE, ALSO 11.5 KM (7.15 MI)
 EF1245'NORTH ALONG U.S. HIGHWAY 31 FROM THE CULLMAN COUNTY COURT HOUSE, SET
 EF1245'BY THE HOLE IN ONE INCORPORATED BUILDING, 30.4 METERS (100.0 FT)
 EF1245'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, 44.5 METERS (146.0 FT)
 EF1245'NORTHWEST OF A FIRE HYDRANT, 26.5 METERS (87.0 FT) SOUTH OF A
 EF1245'POWERLINE POLE WITH A TRANSFORMER AND LIGHT, 1.8 METERS (6.0 FT)
 EF1245'SOUTHEAST OF THE SOUTHEAST CORNER OF A BUILDING, AND 0.6 METER
 EF1245'(2.0 FT) EAST OF A CHAIN LINK FENCE.  NOTE, THE ROD WAS ANCHORED IN
 EF1245'ROCK.
 EF1245'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2391 ***********************************************************************
 DH2391  DESIGNATION -  C 473
 DH2391  PID         -  DH2391
 DH2391  STATE/COUNTY-  AL/BLOUNT
 DH2391  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH2391
 DH2391                         *CURRENT SURVEY CONTROL
 DH2391  ___________________________________________________________________
 DH2391* NAD 83(1986)-  33 55 48.     (N)    086 47 56.     (W)     SCALED    
 DH2391* NAVD 88     -       130.439  (meters)     427.95   (feet)  ADJUSTED  
 DH2391  ___________________________________________________________________
 DH2391  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 DH2391  DYNAMIC HT  -         130.302 (meters)     427.50  (feet)  COMP
 DH2391  MODELED GRAV-     979,583.9   (mgal)                       NAVD 88
 DH2391
 DH2391  VERT ORDER  -  FIRST     CLASS II
 DH2391
 DH2391.The horizontal coordinates were scaled from a topographic map and have
 DH2391.an estimated accuracy of +/- 6 seconds.
 DH2391
 DH2391.The orthometric height was determined by differential leveling
 DH2391.and adjusted by the National Geodetic Survey in June 1991..
 DH2391
 DH2391.The geoid height was determined by GEOID03.
 DH2391
 DH2391.The dynamic height is computed by dividing the NAVD 88
 DH2391.geopotential number by the normal gravity value computed on the
 DH2391.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2391.degrees latitude (g = 980.6199 gals.).
 DH2391
 DH2391.The modeled gravity was interpolated from observed gravity values.
 DH2391
 DH2391;                    North         East    Units  Estimated Accuracy
 DH2391;SPC AL W     -   435,980.      664,820.      MT  (+/- 180 meters Scaled)
 DH2391
 DH2391                          SUPERSEDED SURVEY CONTROL
 DH2391
 DH2391.No superseded survey control is available for this station.
 DH2391
 DH2391_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC185544(NAD 83)
 DH2391_MARKER: I = METAL ROD
 DH2391_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2391+WITH SETTING: INFORMATION.
 DH2391_SP_SET: SHALLOW SET METAL ROD
 DH2391_STAMPING: C 473 1982
 DH2391_MARK LOGO: NGS   
 DH2391_PROJECTION: FLUSH
 DH2391_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2391_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2391+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 DH2391_ROD/PIPE-DEPTH: 2.1  meters
 DH2391
 DH2391  HISTORY     - Date     Condition        Report By
 DH2391  HISTORY     - 1982     MONUMENTED       NGS
 DH2391  HISTORY     - 20060603 GOOD             GEOCAC
 DH2391
 DH2391                          STATION DESCRIPTION
 DH2391
 DH2391'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2391'IN BLOUNT SPRINGS.
 DH2391'IN BLOUNT SPRINGS, AT THE BLOUNT SPRINGS BAPTIST CHURCH, 15.7 METERS
 DH2391'(51.6 FT) SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 26.7 METERS
 DH2391'(87.6 FT) WEST-NORTHWEST OF THE CENTER OF A DOUBLE DOOR ENTRANCE TO
 DH2391'THE CHURCH, 22.7 METERS (74.6 FT) NORTH OF POWERLINE POLE NUMBER W
 DH2391'4861 X 48 WITH A TRANSFORMER (SLOPE DISTANCE), AND 1.3 METERS (4.2 FT)
 DH2391'SOUTHEAST OF THE NORTH EDGE OF A CINDER BLOCK RETAINING WALL.
 DH2391'THE MARK IS 0.9 M ABOVE HIGHWAY.
 DH2391
 DH2391                          STATION RECOVERY (2006)
 DH2391
 DH2391'RECOVERY NOTE BY GEOCACHING 2006
 DH2391'THE CHURCH HAS BEEN REMODELED AND THE DOUBLE DOORS ARE NOW A SINGLE
 DH2391'GLASS DOOR WITH
 DH2391'SIDELIGHT WINDOW. THE MARK WAS FOUND 5 INCHES DEEP IN THE EARTH.
 DH2391'CINDER BLOCK WALL IS NOW A
 DH2391'BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1268 ***********************************************************************
 EF1268  DESIGNATION -  C 474
 EF1268  PID         -  EF1268
 EF1268  STATE/COUNTY-  AL/LIMESTONE
 EF1268  USGS QUAD   -  TANNER (1982)
 EF1268
 EF1268                         *CURRENT SURVEY CONTROL
 EF1268  ___________________________________________________________________
 EF1268* NAD 83(1986)-  34 37 46.     (N)    086 57 06.     (W)     SCALED    
 EF1268* NAVD 88     -       172.722  (meters)     566.67   (feet)  ADJUSTED  
 EF1268  ___________________________________________________________________
 EF1268  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EF1268  DYNAMIC HT  -         172.556 (meters)     566.13  (feet)  COMP
 EF1268  MODELED GRAV-     979,666.3   (mgal)                       NAVD 88
 EF1268
 EF1268  VERT ORDER  -  FIRST     CLASS II
 EF1268
 EF1268.The horizontal coordinates were scaled from a topographic map and have
 EF1268.an estimated accuracy of +/- 6 seconds.
 EF1268
 EF1268.The orthometric height was determined by differential leveling
 EF1268.and adjusted by the National Geodetic Survey in June 1991..
 EF1268
 EF1268.The geoid height was determined by GEOID03.
 EF1268
 EF1268.The dynamic height is computed by dividing the NAVD 88
 EF1268.geopotential number by the normal gravity value computed on the
 EF1268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1268.degrees latitude (g = 980.6199 gals.).
 EF1268
 EF1268.The modeled gravity was interpolated from observed gravity values.
 EF1268
 EF1268;                    North         East    Units  Estimated Accuracy
 EF1268;SPC AL W     -   513,470.      650,280.      MT  (+/- 180 meters Scaled)
 EF1268
 EF1268                          SUPERSEDED SURVEY CONTROL
 EF1268
 EF1268.No superseded survey control is available for this station.
 EF1268
 EF1268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED044319(NAD 83)
 EF1268_MARKER: DV = VERTICAL CONTROL DISK
 EF1268_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EF1268_SP_SET: BRIDGE PIER
 EF1268_STAMPING: C 474 1982
 EF1268_MARK LOGO: NGS   
 EF1268_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1268_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1268
 EF1268  HISTORY     - Date     Condition        Report By
 EF1268  HISTORY     - 1982     MONUMENTED       NGS
 EF1268  HISTORY     - 19980219 GOOD             ALHD
 EF1268
 EF1268                          STATION DESCRIPTION
 EF1268
 EF1268'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1268'3.2 KM (2.0 MI) NE FROM DECATUR.
 EF1268'3.2 KM (2.0 MI) NORTHEAST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF
 EF1268'STATE HIGHWAY 20 EAST IN DECATUR, SET VERTICALLY IN THE
 EF1268'SOUTHEASTERNMOST CONCRETE BRIDGE PIER, 9.75 METERS (32.0 FT) EAST OF
 EF1268'THE CENTER OF THE NORTHBOUND LANE, AND 1.22 METERS (4.0 FT) EAST OF A
 EF1268'METAL GUARD RAIL.
 EF1268'THE MARK IS 1.2 M ABOVE GROUND.
 EF1268
 EF1268                          STATION RECOVERY (1998)
 EF1268
 EF1268'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1998 (JDS)
 EF1268'RECOVERED IN GOOD CONDITION.  NOTE--MARK IS COVERED BY A METAL SIGN
 EF1268'BOLTED TO SIDE OF COLUMN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2408 ***********************************************************************
 DH2408  DESIGNATION -  C 474 X
 DH2408  PID         -  DH2408
 DH2408  STATE/COUNTY-  AL/JEFFERSON
 DH2408  USGS QUAD   -  GARDENDALE (1979)
 DH2408
 DH2408                         *CURRENT SURVEY CONTROL
 DH2408  ___________________________________________________________________
 DH2408* NAD 83(1986)-  33 44 58.     (N)    086 48 50.     (W)     SCALED    
 DH2408* NAVD 88     -       123.974  (meters)     406.74   (feet)  ADJUSTED  
 DH2408  ___________________________________________________________________
 DH2408  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DH2408  DYNAMIC HT  -         123.842 (meters)     406.31  (feet)  COMP
 DH2408  MODELED GRAV-     979,565.8   (mgal)                       NAVD 88
 DH2408
 DH2408  VERT ORDER  -  FIRST     CLASS II
 DH2408
 DH2408.The horizontal coordinates were scaled from a topographic map and have
 DH2408.an estimated accuracy of +/- 6 seconds.
 DH2408
 DH2408.The orthometric height was determined by differential leveling
 DH2408.and adjusted by the National Geodetic Survey in June 1991..
 DH2408
 DH2408.The geoid height was determined by GEOID03.
 DH2408
 DH2408.The dynamic height is computed by dividing the NAVD 88
 DH2408.geopotential number by the normal gravity value computed on the
 DH2408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2408.degrees latitude (g = 980.6199 gals.).
 DH2408
 DH2408.The modeled gravity was interpolated from observed gravity values.
 DH2408
 DH2408;                    North         East    Units  Estimated Accuracy
 DH2408;SPC AL W     -   415,940.      663,570.      MT  (+/- 180 meters Scaled)
 DH2408
 DH2408                          SUPERSEDED SURVEY CONTROL
 DH2408
 DH2408.No superseded survey control is available for this station.
 DH2408
 DH2408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC172343(NAD 83)
 DH2408_MARKER: I = METAL ROD
 DH2408_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2408+WITH SETTING: INFORMATION.
 DH2408_SP_SET: SHALLOW SET METAL ROD
 DH2408_STAMPING: C 474 X 1982
 DH2408_MARK LOGO: NGS   
 DH2408_PROJECTION: FLUSH
 DH2408_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2408_ROD/PIPE-DEPTH: 1.5  meters
 DH2408
 DH2408  HISTORY     - Date     Condition        Report By
 DH2408  HISTORY     - 1982     MONUMENTED       NGS
 DH2408
 DH2408                          STATION DESCRIPTION
 DH2408
 DH2408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2408'2.6 KM (1.6 MI) SOUTH FROM KIMBERLY.
 DH2408'2.6 KM (1.6 MI) SOUTHERLY ALONG U.S. HIGHWAY 31 FROM THE CHURCH OF GOD
 DH2408'CHURCH IN KIMBERLY, AT THE SMALL VILLAGE OF MORRIS, 16.15 METERS
 DH2408'(53.0 FT) WEST OF THE CENTERLINE OF INTERSTATE HIGHWAY 65 SOUTHBOUND,
 DH2408'27.43 METERS (90.0 FT) NORTHEAST OF POWERLINE POLE NUMBER W 8759 WITH
 DH2408'TRANSFORMER, 8.84 METERS (29.0 FT) EAST OF THE CENTER OF A PAVED ROAD
 DH2408'LEADING SOUTH (DOSS ROAD), AND 5.27 METERS (17.3 FT) NORTH-NORTHEAST
 DH2408'OF A 24-INCH PINE TREE.  NOTE, THE DATUM POINT IS STAMPED C 474.
 DH2408'THE MARK IS 2.4 METERS  W FROM A WITNESS POST.
 DH2408'THE MARK IS 1.5 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1291 ***********************************************************************
 EF1291  DESIGNATION -  C 475
 EF1291  PID         -  EF1291
 EF1291  STATE/COUNTY-  AL/MADISON
 EF1291  USGS QUAD   -  MERIDIANVILLE (1982)
 EF1291
 EF1291                         *CURRENT SURVEY CONTROL
 EF1291  ___________________________________________________________________
 EF1291* NAD 83(1992)-  34 46 44.74649(N)    086 34 10.70292(W)     ADJUSTED  
 EF1291* NAVD 88     -       220.233  (meters)     722.55   (feet)  ADJUSTED  
 EF1291  ___________________________________________________________________
 EF1291  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 EF1291  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 EF1291  DYNAMIC HT  -         220.010 (meters)     721.82  (feet)  COMP
 EF1291  MODELED GRAV-     979,617.7   (mgal)                       NAVD 88
 EF1291
 EF1291  HORZ ORDER  -  THIRD
 EF1291  VERT ORDER  -  FIRST     CLASS II
 EF1291
 EF1291.The horizontal coordinates were established by GPS observations
 EF1291.and adjusted by the National Geodetic Survey in December 1992..
 EF1291
 EF1291.The orthometric height was determined by differential leveling
 EF1291.and adjusted by the National Geodetic Survey in June 1991..
 EF1291
 EF1291.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1291
 EF1291.The geoid height was determined by GEOID03.
 EF1291
 EF1291.The dynamic height is computed by dividing the NAVD 88
 EF1291.geopotential number by the normal gravity value computed on the
 EF1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1291.degrees latitude (g = 980.6199 gals.).
 EF1291
 EF1291.The modeled gravity was interpolated from observed gravity values.
 EF1291
 EF1291;                    North         East     Units Scale Factor Converg.
 EF1291;SPC AL E     -   474,772.464   132,605.840   MT  1.00001596   -0 25 12.1
 EF1291;UTM  16      - 3,848,630.479   539,376.468   MT  0.99961911   +0 14 43.8
 EF1291
 EF1291!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1291!SPC AL E     -   0.99996992  x   1.00001596  =   0.99998588
 EF1291!UTM  16      -   0.99996992  x   0.99961911  =   0.99958904
 EF1291
 EF1291                          SUPERSEDED SURVEY CONTROL
 EF1291
 EF1291  NAD 83(1986)-  34 46 44.75292(N)    086 34 10.70276(W) AD(       ) 3
 EF1291  NAD 27      -  34 46 44.42920(N)    086 34 10.72401(W) AD(       ) 3
 EF1291  NGVD 29 (02/20/88)  220.18   (m)          722.4    (f) LEVELING    3  
 EF1291
 EF1291.Superseded values are not recommended for survey control.
 EF1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1291.See file dsdata.txt to determine how the superseded data were derived.
 EF1291
 EF1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3937648630(NAD 83)
 EF1291_MARKER: I = METAL ROD
 EF1291_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1291_SP_SET: STAINLESS STEEL ROD
 EF1291_STAMPING: C 475 1982
 EF1291_MARK LOGO: NGS   
 EF1291_PROJECTION: FLUSH
 EF1291_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1291_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1291+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1987
 EF1291_ROD/PIPE-DEPTH: 6.1  meters
 EF1291
 EF1291  HISTORY     - Date     Condition        Report By
 EF1291  HISTORY     - 1982     MONUMENTED       NGS
 EF1291  HISTORY     - 19870616 GOOD             NGS
 EF1291
 EF1291                          STATION DESCRIPTION
 EF1291
 EF1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1291'5.6 KM (3.45 MI) NE FROM HUNTSVILLE.
 EF1291'1.9 KM (1.2 MI) NORTHEAST ALONG THE SOUTHERN RAILROAD FROM THE
 EF1291'HISTORICAL MUSEUM (FORMALLY THE OLD RAILROAD STATION) IN HUNTSVILLE,
 EF1291'THENCE 0.3 KM (0.2 MI) WEST ALONG OAKWOOD AVENUE, THENCE 3.3 KM
 EF1291'(2.05 MI) NORTH ALONG MERIDIAN STREET, THENCE 0.2 KM (0.15 MI) EAST
 EF1291'ALONG CHASE ROAD, SET AT THE SOUTH ENTRANCE TO THE ALABAMA
 EF1291'AGRICULTURAL AND MECHANICAL COLLEGE, 16.92 METERS (55.5 FT) NORTH OF
 EF1291'THE CENTERLINE OF CHASE ROAD, 16.46 METERS (54.0 FT) WEST OF THE
 EF1291'CENTER OF THE EXIT DRIVEWAY FROM THE COLLEGE, AND 0.76 METERS (2.5 FT)
 EF1291'NORTH OF THE NORTHWEST CORNER OF A BRICK ENTRANCE.
 EF1291'THE MARK IS 0.3 M BELOW CHASE ROAD.
 EF1291
 EF1291                          STATION RECOVERY (1987)
 EF1291
 EF1291'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EF1291'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1316 ***********************************************************************
 EF1316  DESIGNATION -  C 476
 EF1316  PID         -  EF1316
 EF1316  STATE/COUNTY-  AL/JACKSON
 EF1316  USGS QUAD   -  LIM ROCK (1973)
 EF1316
 EF1316                         *CURRENT SURVEY CONTROL
 EF1316  ___________________________________________________________________
 EF1316* NAD 83(1986)-  34 40 08.     (N)    086 13 12.     (W)     SCALED    
 EF1316* NAVD 88     -       210.515  (meters)     690.66   (feet)  ADJUSTED  
 EF1316  ___________________________________________________________________
 EF1316  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 EF1316  DYNAMIC HT  -         210.303 (meters)     689.97  (feet)  COMP
 EF1316  MODELED GRAV-     979,622.3   (mgal)                       NAVD 88
 EF1316
 EF1316  VERT ORDER  -  FIRST     CLASS II
 EF1316
 EF1316.The horizontal coordinates were scaled from a topographic map and have
 EF1316.an estimated accuracy of +/- 6 seconds.
 EF1316
 EF1316.The orthometric height was determined by differential leveling
 EF1316.and adjusted by the National Geodetic Survey in June 1991..
 EF1316
 EF1316.The geoid height was determined by GEOID03.
 EF1316
 EF1316.The dynamic height is computed by dividing the NAVD 88
 EF1316.geopotential number by the normal gravity value computed on the
 EF1316.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1316.degrees latitude (g = 980.6199 gals.).
 EF1316
 EF1316.The modeled gravity was interpolated from observed gravity values.
 EF1316
 EF1316;                    North         East    Units  Estimated Accuracy
 EF1316;SPC AL E     -   462,370.      164,560.      MT  (+/- 180 meters Scaled)
 EF1316
 EF1316                          SUPERSEDED SURVEY CONTROL
 EF1316
 EF1316.No superseded survey control is available for this station.
 EF1316
 EF1316_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED714366(NAD 83)
 EF1316_MARKER: DB = BENCH MARK DISK
 EF1316_SETTING: 66 = SET IN ROCK OUTCROP
 EF1316_SP_SET: ROCK OUTCROP
 EF1316_STAMPING: C 476 1983
 EF1316_MARK LOGO: NGS   
 EF1316_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1316+STABILITY: POSITION/ELEVATION WELL
 EF1316
 EF1316  HISTORY     - Date     Condition        Report By
 EF1316  HISTORY     - 1983     MONUMENTED       NGS
 EF1316
 EF1316                          STATION DESCRIPTION
 EF1316
 EF1316'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1316'6.8 KM (4.25 MI) EAST FROM WOODVILLE.
 EF1316'6.7 KM (4.15 MI) EASTERLY ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 EF1316'IN WOODVILLE, THENCE 0.1 KM (0.05 MI) NORTHERLY ALONG A PAVED ROAD,
 EF1316'THENCE 0.1 KM (0.05 MI) EASTERLY ALONG A PAVED ROAD, SET IN A MASSIVE
 EF1316'ROCK OUTCROP, 90.53 METERS (297.0 FT) NORTH-NORTHWEST OF THE
 EF1316'CENTERLINE OF STATE HIGHWAY 35, 62.18 METERS (204.0 FT)
 EF1316'NORTH-NORTHWEST OF THE WEST RAIL OF THE RAILROAD, AND 6.10 METERS
 EF1316'(20.0 FT) NORTH-NORTHWEST OF THE CENTER OF THE PAVED ROAD.
 EF1316'THE MARK IS 0.6 METERS  NE FROM A WITNESS POST.
 EF1316'THE MARK IS 0.9 M ABOVE PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1333 ***********************************************************************
 EF1333  DESIGNATION -  C 477
 EF1333  PID         -  EF1333
 EF1333  STATE/COUNTY-  AL/MORGAN
 EF1333  USGS QUAD   -  TRINITY (1974)
 EF1333
 EF1333                         *CURRENT SURVEY CONTROL
 EF1333  ___________________________________________________________________
 EF1333* NAD 83(1986)-  34 37 09.     (N)    087 01 51.     (W)     SCALED    
 EF1333* NAVD 88     -       175.609  (meters)     576.14   (feet)  ADJUSTED  
 EF1333  ___________________________________________________________________
 EF1333  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EF1333  DYNAMIC HT  -         175.440 (meters)     575.59  (feet)  COMP
 EF1333  MODELED GRAV-     979,666.2   (mgal)                       NAVD 88
 EF1333
 EF1333  VERT ORDER  -  FIRST     CLASS II
 EF1333
 EF1333.The horizontal coordinates were scaled from a topographic map and have
 EF1333.an estimated accuracy of +/- 6 seconds.
 EF1333
 EF1333.The orthometric height was determined by differential leveling
 EF1333.and adjusted by the National Geodetic Survey in June 1991..
 EF1333
 EF1333.The geoid height was determined by GEOID03.
 EF1333
 EF1333.The dynamic height is computed by dividing the NAVD 88
 EF1333.geopotential number by the normal gravity value computed on the
 EF1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1333.degrees latitude (g = 980.6199 gals.).
 EF1333
 EF1333.The modeled gravity was interpolated from observed gravity values.
 EF1333
 EF1333;                    North         East    Units  Estimated Accuracy
 EF1333;SPC AL W     -   512,300.      643,020.      MT  (+/- 180 meters Scaled)
 EF1333
 EF1333                          SUPERSEDED SURVEY CONTROL
 EF1333
 EF1333.No superseded survey control is available for this station.
 EF1333
 EF1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD971308(NAD 83)
 EF1333_MARKER: I = METAL ROD
 EF1333_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1333_SP_SET: STAINLESS STEEL ROD
 EF1333_STAMPING: C 477 1983
 EF1333_MARK LOGO: NGS   
 EF1333_PROJECTION: FLUSH
 EF1333_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1333_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1333+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 EF1333_ROD/PIPE-DEPTH: 5.2  meters
 EF1333
 EF1333  HISTORY     - Date     Condition        Report By
 EF1333  HISTORY     - 1983     MONUMENTED       NGS
 EF1333  HISTORY     - 20050106 GOOD             ALHD
 EF1333
 EF1333                          STATION DESCRIPTION
 EF1333
 EF1333'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1333'6.0 KM (3.7 MI) WEST FROM DECATUR.
 EF1333'0.65 KM (0.4 MI) NORTH ALONG WELL STREET NORTHEAST FROM THE POST
 EF1333'OFFICE IN DECATUR, THENCE 5.3 KM (3.3 MI) WEST ALONG U.S. HIGHWAY 72
 EF1333'ALTERNATE, AT THE JUNCTION OF STATE ROUTE 67 SOUTH (BELTLINE ROAD),
 EF1333'AND THE MAIN ENTRANCE TO THE MONSANTO CHEMICAL PLANT, 39.6 METERS
 EF1333'(130.0 FT) NORTH OF THE CENTERLINE OF THE WESTBOUND LANES OF THE
 EF1333'HIGHWAY, 0.3 METER (1.0 FT) SOUTH OF A BOARD FENCE, 37.5 METERS
 EF1333'(123.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE OF THE PLANT
 EF1333'ENTRANCE, 23.8 METERS (78.0 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER
 EF1333'OF A MONSANTO SIGN, 8.5 METERS (28.0 FT) SOUTH-SOUTHEAST OF A
 EF1333'POWERLINE POLE, 0.4 METER (1.3 FT) EAST OF A CORNER FENCE POST, AND
 EF1333'30.5 METERS (100.0 FT) SOUTHEAST OF THE EAST ONE OF THREE BRICK
 EF1333'ENTRANCE PILLARS.
 EF1333'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EF1333'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 EF1333
 EF1333                          STATION RECOVERY (2005)
 EF1333
 EF1333'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1362 ***********************************************************************
 EF1362  DESIGNATION -  C 478
 EF1362  PID         -  EF1362
 EF1362  STATE/COUNTY-  AL/COLBERT
 EF1362  USGS QUAD   -  LEIGHTON (1971)
 EF1362
 EF1362                         *CURRENT SURVEY CONTROL
 EF1362  ___________________________________________________________________
 EF1362* NAD 83(1986)-  34 42 01.     (N)    087 37 00.     (W)     SCALED    
 EF1362* NAVD 88     -       154.899  (meters)     508.20   (feet)  ADJUSTED  
 EF1362  ___________________________________________________________________
 EF1362  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EF1362  DYNAMIC HT  -         154.751 (meters)     507.71  (feet)  COMP
 EF1362  MODELED GRAV-     979,677.5   (mgal)                       NAVD 88
 EF1362
 EF1362  VERT ORDER  -  FIRST     CLASS II
 EF1362
 EF1362.The horizontal coordinates were scaled from a topographic map and have
 EF1362.an estimated accuracy of +/- 6 seconds.
 EF1362
 EF1362.The orthometric height was determined by differential leveling
 EF1362.and adjusted by the National Geodetic Survey in June 1991..
 EF1362
 EF1362.The geoid height was determined by GEOID03.
 EF1362
 EF1362.The dynamic height is computed by dividing the NAVD 88
 EF1362.geopotential number by the normal gravity value computed on the
 EF1362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1362.degrees latitude (g = 980.6199 gals.).
 EF1362
 EF1362.The modeled gravity was interpolated from observed gravity values.
 EF1362
 EF1362;                    North         East    Units  Estimated Accuracy
 EF1362;SPC AL W     -   521,200.      589,310.      MT  (+/- 180 meters Scaled)
 EF1362
 EF1362                          SUPERSEDED SURVEY CONTROL
 EF1362
 EF1362.No superseded survey control is available for this station.
 EF1362
 EF1362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD435399(NAD 83)
 EF1362_MARKER: I = METAL ROD
 EF1362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1362_SP_SET: STAINLESS STEEL ROD
 EF1362_STAMPING: C 478 1983
 EF1362_MARK LOGO: NGS   
 EF1362_PROJECTION: FLUSH
 EF1362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1362_ROD/PIPE-DEPTH: 5.18 meters
 EF1362
 EF1362  HISTORY     - Date     Condition        Report By
 EF1362  HISTORY     - 1983     MONUMENTED       NGS
 EF1362
 EF1362                          STATION DESCRIPTION
 EF1362
 EF1362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1362'8.0 KM (5.0 MI) WEST FROM LEIGHTON.
 EF1362'8.0 KM (5.0 MI) WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 EF1362'COUNTY LINE ROAD IN LEIGHTON, SET AT A DRIVEWAY LEADING NORTH TO A
 EF1362'LARGE TWO STORY BRICK HOUSE, ALSO, 1.8 KM (1.1 MI) SOUTH ALONG U.S.
 EF1362'HIGHWAY 43 AND 72 BUSINESS ROUTE FROM THE POLICE DEPARTMENT BUILDING
 EF1362'IN TUSCUMBIA, THENCE 7.5 KM (4.65 MI) EAST ALONG U.S. HIGHWAY 72
 EF1362'ALTERNATE AND STATE HIGHWAY 20, 19.84 METERS (65.1 FT) NORTH OF THE
 EF1362'CENTERLINE OF THE HIGHWAY, 8.38 METERS (27.5 FT) EAST OF THE CENTER OF
 EF1362'THE DRIVEWAY LEADING TO A HOUSE, 7.22 METERS (23.7 FT) NORTH OF A
 EF1362'TELEPHONE JUNCTION BOX, AND 0.67 METERS (2.2 FT) NORTHWEST OF THE
 EF1362'SOUTHERNMOST POLE OF A NORTH-SOUTH FENCE LINE.
 EF1362'THE MARK IS 0.4 METERS  W FROM A WITNESS POST.
 EF1362'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1480 ***********************************************************************
 EE1480  DESIGNATION -  C 479
 EE1480  PID         -  EE1480
 EE1480  STATE/COUNTY-  AL/JACKSON
 EE1480  USGS QUAD   -  HOLLYWOOD (1980)
 EE1480
 EE1480                         *CURRENT SURVEY CONTROL
 EE1480  ___________________________________________________________________
 EE1480* NAD 83(1986)-  34 43 34.     (N)    085 56 49.     (W)     SCALED    
 EE1480* NAVD 88     -       191.610  (meters)     628.64   (feet)  ADJUSTED  
 EE1480  ___________________________________________________________________
 EE1480  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE1480  DYNAMIC HT  -         191.421 (meters)     628.02  (feet)  COMP
 EE1480  MODELED GRAV-     979,641.5   (mgal)                       NAVD 88
 EE1480
 EE1480  VERT ORDER  -  FIRST     CLASS II
 EE1480
 EE1480.The horizontal coordinates were scaled from a topographic map and have
 EE1480.an estimated accuracy of +/- 6 seconds.
 EE1480
 EE1480.The orthometric height was determined by differential leveling
 EE1480.and adjusted by the National Geodetic Survey in June 1991..
 EE1480
 EE1480.The geoid height was determined by GEOID03.
 EE1480
 EE1480.The dynamic height is computed by dividing the NAVD 88
 EE1480.geopotential number by the normal gravity value computed on the
 EE1480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1480.degrees latitude (g = 980.6199 gals.).
 EE1480
 EE1480.The modeled gravity was interpolated from observed gravity values.
 EE1480
 EE1480;                    North         East    Units  Estimated Accuracy
 EE1480;SPC AL E     -   468,650.      189,600.      MT  (+/- 180 meters Scaled)
 EE1480
 EE1480                          SUPERSEDED SURVEY CONTROL
 EE1480
 EE1480.No superseded survey control is available for this station.
 EE1480
 EE1480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED964431(NAD 83)
 EE1480_MARKER: I = METAL ROD
 EE1480_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1480_SP_SET: STAINLESS STEEL ROD
 EE1480_STAMPING: C 479 1983
 EE1480_MARK LOGO: NGS   
 EE1480_PROJECTION: FLUSH
 EE1480_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1480_ROD/PIPE-DEPTH: 6.1  meters
 EE1480
 EE1480  HISTORY     - Date     Condition        Report By
 EE1480  HISTORY     - 1983     MONUMENTED       NGS
 EE1480
 EE1480                          STATION DESCRIPTION
 EE1480
 EE1480'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1480'1.6 KM (1.0 MI) NE FROM HOLLYWOOD.
 EE1480'1.6 KM (1.0 MI) NORTHEAST ALONG U.S. HIGHWAY 72 FROM THE POST OFFICE
 EE1480'IN HOLLYWOOD, AT A HIGH TENSION POWERLINE CROSSING OVER THE HIGHWAY,
 EE1480'26.82 METERS (88.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 EE1480'HIGHWAY, 67.97 METERS (223.0 FT) EAST-SOUTHEAST OF THE SOUTHEAST LEG
 EE1480'OF THE WEST ONE OF TWO STEEL TOWERS SUPPORTING THE HIGH TENSION
 EE1480'POWERLINES, AND 2.41 METERS (7.9 FT) NORTHWEST OF A POWERLINE POLE.
 EE1480'THE MARK IS 3.1 METERS  WNW FROM A WITNESS POST.
 EE1480'THE MARK IS 0.6 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0458 ***********************************************************************
 EF0458  DESIGNATION -  C 48
 EF0458  PID         -  EF0458
 EF0458  STATE/COUNTY-  AL/CULLMAN
 EF0458  USGS QUAD   -  CULLMAN (1983)
 EF0458
 EF0458                         *CURRENT SURVEY CONTROL
 EF0458  ___________________________________________________________________
 EF0458* NAD 83(1986)-  34 11 04.     (N)    086 47 30.     (W)     SCALED    
 EF0458* NAVD 88     -       251.004  (meters)     823.50   (feet)  ADJUSTED  
 EF0458  ___________________________________________________________________
 EF0458  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 EF0458  DYNAMIC HT  -         250.744 (meters)     822.65  (feet)  COMP
 EF0458  MODELED GRAV-     979,593.0   (mgal)                       NAVD 88
 EF0458
 EF0458  VERT ORDER  -  SECOND    CLASS 0
 EF0458
 EF0458.The horizontal coordinates were scaled from a topographic map and have
 EF0458.an estimated accuracy of +/- 6 seconds.
 EF0458
 EF0458.The orthometric height was determined by differential leveling
 EF0458.and adjusted by the National Geodetic Survey in June 1991..
 EF0458
 EF0458.The geoid height was determined by GEOID03.
 EF0458
 EF0458.The dynamic height is computed by dividing the NAVD 88
 EF0458.geopotential number by the normal gravity value computed on the
 EF0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0458.degrees latitude (g = 980.6199 gals.).
 EF0458
 EF0458.The modeled gravity was interpolated from observed gravity values.
 EF0458
 EF0458;                    North         East    Units  Estimated Accuracy
 EF0458;SPC AL W     -   464,200.      665,290.      MT  (+/- 180 meters Scaled)
 EF0458
 EF0458                          SUPERSEDED SURVEY CONTROL
 EF0458
 EF0458  NGVD 29 (??/??/92)  250.961  (m)          823.36   (f) ADJ UNCH    2 0
 EF0458
 EF0458.Superseded values are not recommended for survey control.
 EF0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0458.See file dsdata.txt to determine how the superseded data were derived.
 EF0458
 EF0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC191826(NAD 83)
 EF0458_MARKER: DB = BENCH MARK DISK
 EF0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0458_SP_SET: PREFAB CONC. POST IN EARTH
 EF0458_STAMPING: C 48 1934
 EF0458_MARK LOGO: CGS   
 EF0458_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0458+STABILITY: SURFACE MOTION
 EF0458_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0458+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1989
 EF0458
 EF0458  HISTORY     - Date     Condition        Report By
 EF0458  HISTORY     - 1934     MONUMENTED       CGS
 EF0458  HISTORY     - 1947     GOOD             NGS
 EF0458  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0458  HISTORY     - 19890713 GOOD             ALHD
 EF0458  HISTORY     - 20010522 GOOD             ALHD
 EF0458  HISTORY     - 20050719 GOOD             JCLS
 EF0458
 EF0458                          STATION DESCRIPTION
 EF0458
 EF0458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EF0458'2.95 MI NE FROM CULLMAN.
 EF0458'NEW DESCRIPTION--  ABOUT 2.95 MILES NORTHEAST ALONG STATE HIGHWAY 112
 EF0458'FROM THE POST OFFICE AT CULLMAN, ABOUT 0.15 MILE NORTHEAST OF THE
 EF0458'JUNCTION OF A ROAD LEADING EAST TO HOLLY POND, ABOUT 100 YARDS
 EF0458'NORTHEAST OF THE EAST POINT STORE, 131 FEET NORTH OF THE NORTH CORNER
 EF0458'OF A HOUSE, 148 FEET NORTHEAST OF A POWER POLE, 176 FEET SOUTHWEST OF
 EF0458'A POWER POLE, 15.2 FEET SOUTHWEST OF A BOARD FENCE CORNER, ABOUT 3
 EF0458'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST.  NOTE--
 EF0458'MARK IS SET ON THE SIDE OF A HIGHWAY CUT AND ABOUT 18 INCHES OF THE
 EF0458'NORTHWEST SIDE OF THE POST IS EXPOSED.  MARK SEEMS TO BE SOLID BUT IS
 EF0458'IN A VERY POOR LOCATION AND SHOULD BE USED WITH CAUTION.
 EF0458
 EF0458                          STATION RECOVERY (1982)
 EF0458
 EF0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0458'MARK NOT FOUND.
 EF0458
 EF0458                          STATION RECOVERY (1989)
 EF0458
 EF0458'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF0458'RECOVERED IN GOOD CONDITION.
 EF0458
 EF0458                          STATION RECOVERY (2001)
 EF0458
 EF0458'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (DS)
 EF0458'RECOVERED AS DESCRIBED.
 EF0458
 EF0458                          STATION RECOVERY (2005)
 EF0458
 EF0458'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 EF0458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0402 ***********************************************************************
 EF0402  DESIGNATION -  C 48 X
 EF0402  PID         -  EF0402
 EF0402  STATE/COUNTY-  AL/MORGAN
 EF0402  USGS QUAD   -  HARTSELLE (1982)
 EF0402
 EF0402                         *CURRENT SURVEY CONTROL
 EF0402  ___________________________________________________________________
 EF0402* NAD 83(1986)-  34 23 55.     (N)    086 54 46.     (W)     SCALED    
 EF0402* NAVD 88     -       181.920  (meters)     596.85   (feet)  ADJUSTED  
 EF0402  ___________________________________________________________________
 EF0402  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 EF0402  DYNAMIC HT  -         181.736 (meters)     596.25  (feet)  COMP
 EF0402  MODELED GRAV-     979,622.5   (mgal)                       NAVD 88
 EF0402
 EF0402  VERT ORDER  -  FIRST     CLASS II
 EF0402
 EF0402.The horizontal coordinates were scaled from a topographic map and have
 EF0402.an estimated accuracy of +/- 6 seconds.
 EF0402
 EF0402.The orthometric height was determined by differential leveling
 EF0402.and adjusted by the National Geodetic Survey in June 1991..
 EF0402
 EF0402.The geoid height was determined by GEOID03.
 EF0402
 EF0402.The dynamic height is computed by dividing the NAVD 88
 EF0402.geopotential number by the normal gravity value computed on the
 EF0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0402.degrees latitude (g = 980.6199 gals.).
 EF0402
 EF0402.The modeled gravity was interpolated from observed gravity values.
 EF0402
 EF0402;                    North         East    Units  Estimated Accuracy
 EF0402;SPC AL W     -   487,890.      653,990.      MT  (+/- 180 meters Scaled)
 EF0402
 EF0402                          SUPERSEDED SURVEY CONTROL
 EF0402
 EF0402  NGVD 29 (??/??/92)  181.867  (m)          596.68   (f) ADJ UNCH    1 2
 EF0402
 EF0402.Superseded values are not recommended for survey control.
 EF0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0402.See file dsdata.txt to determine how the superseded data were derived.
 EF0402
 EF0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED080063(NAD 83)
 EF0402_MARKER: DB = BENCH MARK DISK
 EF0402_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0402_SP_SET: BRIDGE
 EF0402_STAMPING: C 48 X 1934
 EF0402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0402
 EF0402  HISTORY     - Date     Condition        Report By
 EF0402  HISTORY     - 1934     MONUMENTED       CGS
 EF0402  HISTORY     - 1944     GOOD             NGS
 EF0402  HISTORY     - 1950     GOOD             TVA
 EF0402  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0402
 EF0402                          STATION DESCRIPTION
 EF0402
 EF0402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF0402'2.3 MI N FROM FALKVILLE.
 EF0402'ABOUT 2.3 MILES NORTHERLY ALONG THE LOUISVLLE AND NASHVILLE RAILROAD
 EF0402'FROM THE STATION AT FALKVILLE, AT RAILROAD BRIDGE NO. 10, 6.4 FEET
 EF0402'EAST OF AND ABOUT 2 FEET BELOW THE CENTER LINE OF THE EAST TRACK, AND
 EF0402'SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF
 EF0402'THE BRIDGE.  A DISK SET IN A DRILL HOLE.
 EF0402
 EF0402                          STATION RECOVERY (1950)
 EF0402
 EF0402'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0402'RECOVERED IN GOOD CONDITION.
 EF0402
 EF0402                          STATION RECOVERY (1982)
 EF0402
 EF0402'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0402'NOT RECOVERED.  A THOROUGH SEARCH WAS MADE IN THE NORTH BRIDGE
 EF0402'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1505 ***********************************************************************
 EE1505  DESIGNATION -  C 480
 EE1505  PID         -  EE1505
 EE1505  STATE/COUNTY-  AL/JACKSON
 EE1505  USGS QUAD   -  BRIDGEPORT (1983)
 EE1505
 EE1505                         *CURRENT SURVEY CONTROL
 EE1505  ___________________________________________________________________
 EE1505* NAD 83(1986)-  34 57 18.     (N)    085 43 30.     (W)     SCALED    
 EE1505* NAVD 88     -       202.704  (meters)     665.04   (feet)  ADJUSTED  
 EE1505  ___________________________________________________________________
 EE1505  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1505  DYNAMIC HT  -         202.506 (meters)     664.39  (feet)  COMP
 EE1505  MODELED GRAV-     979,652.7   (mgal)                       NAVD 88
 EE1505
 EE1505  VERT ORDER  -  FIRST     CLASS II
 EE1505
 EE1505.The horizontal coordinates were scaled from a topographic map and have
 EE1505.an estimated accuracy of +/- 6 seconds.
 EE1505
 EE1505.The orthometric height was determined by differential leveling
 EE1505.and adjusted by the National Geodetic Survey in June 1991..
 EE1505
 EE1505.The geoid height was determined by GEOID03.
 EE1505
 EE1505.The dynamic height is computed by dividing the NAVD 88
 EE1505.geopotential number by the normal gravity value computed on the
 EE1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1505.degrees latitude (g = 980.6199 gals.).
 EE1505
 EE1505.The modeled gravity was interpolated from observed gravity values.
 EE1505
 EE1505;                    North         East    Units  Estimated Accuracy
 EE1505;SPC AL E     -   494,040.      209,900.      MT  (+/- 180 meters Scaled)
 EE1505
 EE1505                          SUPERSEDED SURVEY CONTROL
 EE1505
 EE1505.No superseded survey control is available for this station.
 EE1505
 EE1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD164687(NAD 83)
 EE1505_MARKER: I = METAL ROD
 EE1505_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EE1505+WITH SETTING: INFORMATION.
 EE1505_SP_SET: SHALLOW SET METAL ROD
 EE1505_STAMPING: C 480 1983
 EE1505_MARK LOGO: NGS   
 EE1505_PROJECTION: FLUSH
 EE1505_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1505_ROD/PIPE-DEPTH: 2.7  meters
 EE1505
 EE1505  HISTORY     - Date     Condition        Report By
 EE1505  HISTORY     - 1983     MONUMENTED       NGS
 EE1505
 EE1505                          STATION DESCRIPTION
 EE1505
 EE1505'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1505'IN BRIDGEPORT.
 EE1505'IN BRIDGEPORT, 0.1 KM (0.05 MI) SOUTHWESTERLY ALONG A PAVED ROAD
 EE1505'(DIAMOND AVENUE) FROM THE CHURCH OF CHRIST CHURCH, THENCE 0.6 KM
 EE1505'(0.4 MI) NORTHERLY ALONG U.S. HIGHWAY 72, ALSO, 0.2 KM (0.1 MI)
 EE1505'SOUTHERLY ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF COUNTY ROAD 74,
 EE1505'SET IN THE NORTHEAST ANGLE OF THE REVERSE Y-JUNCTION OF SEVENTH
 EE1505'STREET, 21.33 METERS (70.0 FT) NORTHEAST OF THE CENTERLINE OF THE
 EE1505'HIGHWAY, 17.70 METERS (58.1 FT) WEST-NORTHWEST OF THE NORTHWEST CORNER
 EE1505'OF A LARGE ONE STORY BUILDING, 10.67 METERS (35.0 FT) SOUTH-SOUTHEAST
 EE1505'OF THE CENTER OF A DIM PRIVATE DRIVE LEADING EAST, 8.22 METERS
 EE1505'(27.0 FT) NORTHEAST OF THE CENTER OF SEVENTH STREET, 1.98 METERS
 EE1505'(6.5 FT) SOUTH-SOUTHEAST OF A POWERLINE POLE WITH THREE GUY WIRES.
 EE1505'NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EE1505'THE MARK IS 3.4 METERS  SSE FROM A WITNESS POST.
 EE1505'THE MARK IS 0.6 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1386 ***********************************************************************
 EF1386  DESIGNATION -  C 481
 EF1386  PID         -  EF1386
 EF1386  STATE/COUNTY-  AL/COLBERT
 EF1386  USGS QUAD   -  FLORENCE (1971)
 EF1386
 EF1386                         *CURRENT SURVEY CONTROL
 EF1386  ___________________________________________________________________
 EF1386* NAD 83(1986)-  34 46 45.     (N)    087 40 09.     (W)     SCALED    
 EF1386* NAVD 88     -       152.332  (meters)     499.78   (feet)  ADJUSTED  
 EF1386  ___________________________________________________________________
 EF1386  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EF1386  DYNAMIC HT  -         152.186 (meters)     499.30  (feet)  COMP
 EF1386  MODELED GRAV-     979,673.6   (mgal)                       NAVD 88
 EF1386
 EF1386  VERT ORDER  -  FIRST     CLASS II
 EF1386
 EF1386.The horizontal coordinates were scaled from a topographic map and have
 EF1386.an estimated accuracy of +/- 6 seconds.
 EF1386
 EF1386.The orthometric height was determined by differential leveling
 EF1386.and adjusted by the National Geodetic Survey in June 1991..
 EF1386
 EF1386.The geoid height was determined by GEOID03.
 EF1386
 EF1386.The dynamic height is computed by dividing the NAVD 88
 EF1386.geopotential number by the normal gravity value computed on the
 EF1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1386.degrees latitude (g = 980.6199 gals.).
 EF1386
 EF1386.The modeled gravity was interpolated from observed gravity values.
 EF1386
 EF1386;                    North         East    Units  Estimated Accuracy
 EF1386;SPC AL W     -   529,960.      584,520.      MT  (+/- 180 meters Scaled)
 EF1386
 EF1386                          SUPERSEDED SURVEY CONTROL
 EF1386
 EF1386.No superseded survey control is available for this station.
 EF1386
 EF1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD387487(NAD 83)
 EF1386_MARKER: DB = BENCH MARK DISK
 EF1386_SETTING: 66 = SET IN ROCK OUTCROP
 EF1386_SP_SET: ROCK OUTCROP
 EF1386_STAMPING: C 481 1983
 EF1386_MARK LOGO: NGS   
 EF1386_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1386+STABILITY: POSITION/ELEVATION WELL
 EF1386
 EF1386  HISTORY     - Date     Condition        Report By
 EF1386  HISTORY     - 1983     MONUMENTED       NGS
 EF1386
 EF1386                          STATION DESCRIPTION
 EF1386
 EF1386'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1386'IN SHEFFIELD.
 EF1386'IN SHEFFIELD, 0.1 KM (0.05 MI) SOUTH ALONG COLUMBIA AVENUE FROM THE
 EF1386'POST OFFICE TO THE JUNCTION OF 2ND STREET , THENCE 1.0 KM (0.6 MI)
 EF1386'EAST TO THE JUNCTION OF JACKSON HIGHWAY, THENCE 1.8 KM (1.1 MI) NORTH
 EF1386'TO THE MARK ON THE RIGHT, ALSO 0.1 KM (0.05 MI) SOUTH OF THE SOUTH END
 EF1386'OF THE ONEAL BRIDGE OVER THE TENNESSEE RIVER TO THE MARK ON THE LEFT
 EF1386'IN A ROCK OUTCROP, 10.82 METERS (35.5 FT) EAST OF THE CENTERLINE OF
 EF1386'THE HIGHWAY, 42.49 METERS (139.4 FT) SOUTHWEST OF THE SOUTHWEST CORNER
 EF1386'OF A BRICK BUILDING (AT PRESENT TIME THE PEKING RESTAURANT),
 EF1386'30.18 METERS (99.0 FT) NORTH OF THE APPROXIMATE CENTER OF THE SOUTH
 EF1386'ENTRANCE TO THE KINGS INN MOTEL, 24.08 METERS (79.0 FT) NORTH OF A 2
 EF1386'FOOT DIAMETER METAL CULVERT UNDER THE SOUTH ENTRANCE TO THE MOTEL,
 EF1386'15.39 METERS (50.5 FT) SOUTHEAST OF A METAL LIGHT POLE, AND
 EF1386'10.39 METERS (34.1 FT) WEST OF A POWERLINE POLE.
 EF1386'THE MARK IS 0.61 METERS  ENE FROM A WITNESS POST.
 EF1386'THE MARK IS 0.91 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1726 ***********************************************************************
 BH1726  DESIGNATION -  C 482
 BH1726  PID         -  BH1726
 BH1726  STATE/COUNTY-  AL/MOBILE
 BH1726  USGS QUAD   -  CODEN (1985)
 BH1726
 BH1726                         *CURRENT SURVEY CONTROL
 BH1726  ___________________________________________________________________
 BH1726* NAD 83(1986)-  30 27 45.     (N)    088 10 08.     (W)     SCALED    
 BH1726* NAVD 88     -         6.984  (meters)      22.91   (feet)  ADJUSTED  
 BH1726  ___________________________________________________________________
 BH1726  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BH1726  DYNAMIC HT  -           6.974 (meters)      22.88  (feet)  COMP
 BH1726  MODELED GRAV-     979,329.6   (mgal)                       NAVD 88
 BH1726
 BH1726  VERT ORDER  -  FIRST     CLASS II
 BH1726
 BH1726.The horizontal coordinates were scaled from a topographic map and have
 BH1726.an estimated accuracy of +/- 6 seconds.
 BH1726
 BH1726.The orthometric height was determined by differential leveling
 BH1726.and adjusted by the National Geodetic Survey in June 1991..
 BH1726
 BH1726.The geoid height was determined by GEOID03.
 BH1726
 BH1726.The dynamic height is computed by dividing the NAVD 88
 BH1726.geopotential number by the normal gravity value computed on the
 BH1726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1726.degrees latitude (g = 980.6199 gals.).
 BH1726
 BH1726.The modeled gravity was interpolated from observed gravity values.
 BH1726
 BH1726;                    North         East    Units  Estimated Accuracy
 BH1726;SPC AL W     -    51,460.      535,770.      MT  (+/- 180 meters Scaled)
 BH1726
 BH1726                          SUPERSEDED SURVEY CONTROL
 BH1726
 BH1726  NGVD 29 (06/24/99)    6.943  (m)           22.78   (f) ADJUSTED    1 2
 BH1726
 BH1726.Superseded values are not recommended for survey control.
 BH1726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1726.See file dsdata.txt to determine how the superseded data were derived.
 BH1726
 BH1726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU877706(NAD 83)
 BH1726_MARKER: I = METAL ROD
 BH1726_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH1726_SP_SET: STAINLESS STEEL ROD
 BH1726_STAMPING: C 482 1984
 BH1726_MARK LOGO: NGS   
 BH1726_PROJECTION: FLUSH
 BH1726_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1726+STABILITY: POSITION/ELEVATION WELL
 BH1726_ROD/PIPE-DEPTH: 30.5 meters
 BH1726
 BH1726  HISTORY     - Date     Condition        Report By
 BH1726  HISTORY     - 1984     MONUMENTED       NGS
 BH1726
 BH1726                          STATION DESCRIPTION
 BH1726
 BH1726'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1726'9.4 KM (5.8 MI) SOUTH FROM THEODORE.
 BH1726'9.4 KM (5.8 MI) SOUTH ALONG COUNTY ROAD 59 FROM THE FIRST BAPTIST
 BH1726'CHURCH IN THEODORE, AT THE JUNCTION OF FOWL RIVER ROAD (COUNTY ROAD
 BH1726'22) LEADING EAST AND THE MARK ON THE PROPERTY OF MR. GEORGE B.
 BH1726'TIBBETTS, 22.43 METERS (73.6 FT) WEST OF THE CENTERLINE OF THE COUNTY
 BH1726'ROAD, 25.9 METERS (85.0 FT) SOUTH OF THE EXTENDED CENTER OF FOWL RIVER
 BH1726'ROAD, 6.52 METERS (21.4 FT) NORTH OF THE APPROXIMATE CENTER OF A
 BH1726'PRIVATE ENTRANCE DRIVE LEADING WEST, 1.04 METERS (3.4 FT) WEST OF A
 BH1726'GUYED POWERLINE POLE, 6.40 METERS (21.0 FT) WEST-NORTHWEST OF A 77 CM
 BH1726'(30-INCH) PINE TREE, 2.83 METERS (9.3 FT) EAST-NORTHEAST OF THE
 BH1726'EASTERNMOST ONE OF THREE CEDAR TREES, AND 5.36 METERS (17.6 FT)
 BH1726'WEST-SOUTHWEST OF A GUY WIRE ANCHOR.  NOTE, THE ROD WAS DRIVEN TO
 BH1726'GRADUAL REFUSAL.
 BH1726'THE MARK IS 1.3 METERS  W FROM A WITNESS POST.
 BH1726'THE MARK IS 0.15 M ABOVE COUNTY ROAD 59.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4057 ***********************************************************************
 AB4057  DESIGNATION -  C 483
 AB4057  PID         -  AB4057
 AB4057  STATE/COUNTY-  AL/BALDWIN
 AB4057  USGS QUAD   -  ST ANDREWS BAY (1980)
 AB4057
 AB4057                         *CURRENT SURVEY CONTROL
 AB4057  ___________________________________________________________________
 AB4057* NAD 83(1986)-  30 13 57.     (N)    087 58 36.     (W)     SCALED    
 AB4057* NAVD 88     -         1.046  (meters)       3.43   (feet)  ADJUSTED  
 AB4057  ___________________________________________________________________
 AB4057  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AB4057  DYNAMIC HT  -           1.044 (meters)       3.43  (feet)  COMP
 AB4057  MODELED GRAV-     979,321.2   (mgal)                       NAVD 88
 AB4057
 AB4057  VERT ORDER  -  FIRST     CLASS II
 AB4057
 AB4057.The horizontal coordinates were scaled from a topographic map and have
 AB4057.an estimated accuracy of +/- 6 seconds.
 AB4057
 AB4057.The orthometric height was determined by differential leveling
 AB4057.and adjusted by the National Geodetic Survey in July 2002..
 AB4057
 AB4057.The geoid height was determined by GEOID03.
 AB4057
 AB4057.The dynamic height is computed by dividing the NAVD 88
 AB4057.geopotential number by the normal gravity value computed on the
 AB4057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4057.degrees latitude (g = 980.6199 gals.).
 AB4057
 AB4057.The modeled gravity was interpolated from observed gravity values.
 AB4057
 AB4057;                    North         East    Units  Estimated Accuracy
 AB4057;SPC AL W     -    25,870.      554,120.      MT  (+/- 180 meters Scaled)
 AB4057
 AB4057                          SUPERSEDED SURVEY CONTROL
 AB4057
 AB4057.No superseded survey control is available for this station.
 AB4057
 AB4057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU060449(NAD 83)
 AB4057_MARKER: I = METAL ROD
 AB4057_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4057_STAMPING: C 483 1996
 AB4057_MARK LOGO: NGS   
 AB4057_PROJECTION: FLUSH
 AB4057_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4057_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4057_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4057+SATELLITE: SATELLITE OBSERVATIONS - May 07, 2004
 AB4057_ROD/PIPE-DEPTH: 27.7 meters
 AB4057_SLEEVE-DEPTH  : 0.9 meters
 AB4057
 AB4057  HISTORY     - Date     Condition        Report By
 AB4057  HISTORY     - 1996     MONUMENTED       NGS
 AB4057  HISTORY     - 20030505 GOOD             USPSQD
 AB4057  HISTORY     - 20040507 GOOD             USPSQD
 AB4057  HISTORY     - 20050726 POOR             USPSQD
 AB4057
 AB4057                          STATION DESCRIPTION
 AB4057
 AB4057'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4057'29.0 KM (18.00 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4057'OF STATE HIGHWAY 59 IN GULF SHORES, 57.3 M (188.0 FT) EAST OF THE
 AB4057'CENTER OF CHOCTAW ROAD, 18.3 M (60.0 FT) NORTH OF THE HIGHWAY
 AB4057'CENTERLINE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.3 M (1.0 FT)
 AB4057'BELOW THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM POINT IS
 AB4057'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB4057'SPECIFICATIONS FOR A CLASS A MARK.
 AB4057
 AB4057                          STATION RECOVERY (2003)
 AB4057
 AB4057'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4057'CORRECT 60 FEET NORTH OF HIGHWAY TO 45 FEET NORTH OF THE HIGHWAY. NO
 AB4057'WITNESS FOUND
 AB4057
 AB4057                          STATION RECOVERY (2004)
 AB4057
 AB4057'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4057'RECOVERED IN GOOD CONDITION.
 AB4057
 AB4057                          STATION RECOVERY (2005)
 AB4057
 AB4057'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4057'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4081 ***********************************************************************
 AB4081  DESIGNATION -  C 484
 AB4081  PID         -  AB4081
 AB4081  STATE/COUNTY-  AL/BALDWIN
 AB4081  USGS QUAD   -  FOLEY (1980)
 AB4081
 AB4081                         *CURRENT SURVEY CONTROL
 AB4081  ___________________________________________________________________
 AB4081* NAD 83(1986)-  30 25 18.     (N)    087 40 57.     (W)     SCALED    
 AB4081* NAVD 88     -        24.766  (meters)      81.25   (feet)  ADJUSTED  
 AB4081  ___________________________________________________________________
 AB4081  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 AB4081  DYNAMIC HT  -          24.734 (meters)      81.15  (feet)  COMP
 AB4081  MODELED GRAV-     979,333.6   (mgal)                       NAVD 88
 AB4081
 AB4081  VERT ORDER  -  FIRST     CLASS II
 AB4081
 AB4081.The horizontal coordinates were scaled from a topographic map and have
 AB4081.an estimated accuracy of +/- 6 seconds.
 AB4081
 AB4081.The orthometric height was determined by differential leveling
 AB4081.and adjusted by the National Geodetic Survey in July 2002..
 AB4081
 AB4081.The geoid height was determined by GEOID03.
 AB4081
 AB4081.The dynamic height is computed by dividing the NAVD 88
 AB4081.geopotential number by the normal gravity value computed on the
 AB4081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4081.degrees latitude (g = 980.6199 gals.).
 AB4081
 AB4081.The modeled gravity was interpolated from observed gravity values.
 AB4081
 AB4081;                    North         East    Units  Estimated Accuracy
 AB4081;SPC AL W     -    46,760.      582,470.      MT  (+/- 180 meters Scaled)
 AB4081
 AB4081                          SUPERSEDED SURVEY CONTROL
 AB4081
 AB4081.No superseded survey control is available for this station.
 AB4081
 AB4081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU344657(NAD 83)
 AB4081_MARKER: I = METAL ROD
 AB4081_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4081_STAMPING: C 484 1996
 AB4081_MARK LOGO: NGS   
 AB4081_PROJECTION: FLUSH
 AB4081_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4081_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4081_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4081+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2005
 AB4081_ROD/PIPE-DEPTH: 38.2 meters
 AB4081_SLEEVE-DEPTH  : 0.9 meters
 AB4081
 AB4081  HISTORY     - Date     Condition        Report By
 AB4081  HISTORY     - 1996     MONUMENTED       NGS
 AB4081  HISTORY     - 20030408 GOOD             USPSQD
 AB4081  HISTORY     - 20040419 GOOD             USPSQD
 AB4081  HISTORY     - 20050708 GOOD             USPSQD
 AB4081
 AB4081                          STATION DESCRIPTION
 AB4081
 AB4081'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4081'IN FOLEY, AT THE INTERSECTION OF EAST FERN AVENUE AND NORTH MCKENZIE
 AB4081'STREET (STATE HIGHWAY 59) , 52.7 M (172.9 FT) EAST OF THE CENTERLINE
 AB4081'OF THE NORTHBOUND LANES OF THE STREET, 9.6 M (31.5 FT) NORTH OF THE
 AB4081'AVENUE CENTER, 6.7 M (22.0 FT) EAST OF THE CENTER OF A PAVED ROAD, 2.5
 AB4081'M (8.2 FT) NORTH OF A UTILITY POLE, 1.0 M (3.3 FT) WEST OF A WITNESS
 AB4081'POST AND UTILITY POLE STUB, AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 AB4081'STREET.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AB4081'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB4081
 AB4081                          STATION RECOVERY (2003)
 AB4081
 AB4081'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4081'CHANGE 3.3 FT TO READ (1.0 FOOT)
 AB4081
 AB4081                          STATION RECOVERY (2004)
 AB4081
 AB4081'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4081'WITNESS POST FOUND.
 AB4081
 AB4081                          STATION RECOVERY (2005)
 AB4081
 AB4081'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4081'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0181 ***********************************************************************
 EF0181  DESIGNATION -  C 49
 EF0181  PID         -  EF0181
 EF0181  STATE/COUNTY-  AL/MARSHALL
 EF0181  USGS QUAD   -  ALBERTVILLE (1983)
 EF0181
 EF0181                         *CURRENT SURVEY CONTROL
 EF0181  ___________________________________________________________________
 EF0181* NAD 83(1986)-  34 17 40.     (N)    086 13 10.     (W)     SCALED    
 EF0181* NAVD 88     -       298.490  (meters)     979.30   (feet)  ADJUSTED  
 EF0181  ___________________________________________________________________
 EF0181  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EF0181  DYNAMIC HT  -         298.171 (meters)     978.25  (feet)  COMP
 EF0181  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 EF0181
 EF0181  VERT ORDER  -  SECOND    CLASS 0
 EF0181
 EF0181.The horizontal coordinates were scaled from a topographic map and have
 EF0181.an estimated accuracy of +/- 6 seconds.
 EF0181
 EF0181.The orthometric height was determined by differential leveling
 EF0181.and adjusted by the National Geodetic Survey in June 1991..
 EF0181
 EF0181.The geoid height was determined by GEOID03.
 EF0181
 EF0181.The dynamic height is computed by dividing the NAVD 88
 EF0181.geopotential number by the normal gravity value computed on the
 EF0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0181.degrees latitude (g = 980.6199 gals.).
 EF0181
 EF0181.The modeled gravity was interpolated from observed gravity values.
 EF0181
 EF0181;                    North         East    Units  Estimated Accuracy
 EF0181;SPC AL E     -   420,830.      164,450.      MT  (+/- 180 meters Scaled)
 EF0181
 EF0181                          SUPERSEDED SURVEY CONTROL
 EF0181
 EF0181  NGVD 29 (??/??/92)  298.450  (m)          979.16   (f) ADJ UNCH    2 0
 EF0181
 EF0181.Superseded values are not recommended for survey control.
 EF0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0181.See file dsdata.txt to determine how the superseded data were derived.
 EF0181
 EF0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC718950(NAD 83)
 EF0181_MARKER: DB = BENCH MARK DISK
 EF0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0181_STAMPING: C 49 1934
 EF0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0181+STABILITY: SURFACE MOTION
 EF0181
 EF0181  HISTORY     - Date     Condition        Report By
 EF0181  HISTORY     - 1934     MONUMENTED       CGS
 EF0181  HISTORY     - 1949     GOOD             TVA
 EF0181  HISTORY     - 20010626 MARK NOT FOUND   ALHD
 EF0181
 EF0181                          STATION DESCRIPTION
 EF0181
 EF0181'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 EF0181'1.9 MI NW FROM ALBERTVILLE.
 EF0181'1.9 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 EF0181'ALBERTVILLE, MARSHALL COUNTY, 7-1/2 RAILS SOUTH OF MILEPOST 94, AT A
 EF0181'ROAD CROSSING, 31 FEET EAST OF THE CENTERLINE OF THE CROSSING, 14 FEET
 EF0181'NORTH OF THE CENTERLINE OF THE ROAD, 7 FEET NORTH OF A FENCE CORNER, 1
 EF0181'FOOT EAST OF THE FENCE, AND 1 FOOT EAST OF A STEEL POST WITH A MARKER.
 EF0181'A STANDARD DISK, STAMPED C 49 1934 AND SET IN THE TOP OF A CONCRETE
 EF0181'POST.
 EF0181
 EF0181                          STATION RECOVERY (2001)
 EF0181
 EF0181'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EF0181'ROAD HAS BEEN WIDENED AND PAVED - MARK PROBABLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0055 ***********************************************************************
 DH0055  DESIGNATION -  C 5
 DH0055  PID         -  DH0055
 DH0055  STATE/COUNTY-  AL/ST CLAIR
 DH0055  USGS QUAD   -  ODENVILLE (1972)
 DH0055
 DH0055                         *CURRENT SURVEY CONTROL
 DH0055  ___________________________________________________________________
 DH0055* NAD 83(1986)-  33 39 55.     (N)    086 28 54.     (W)     SCALED    
 DH0055* NAVD 88     -       238.211  (meters)     781.53   (feet)  POSTED    
 DH0055  ___________________________________________________________________
 DH0055  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH0055  DYNAMIC HT  -         237.950 (meters)     780.67  (feet)  COMP
 DH0055  MODELED GRAV-     979,530.3   (mgal)                       NAVD 88
 DH0055
 DH0055  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH0055
 DH0055.The horizontal coordinates were scaled from a topographic map and have
 DH0055.an estimated accuracy of +/- 6 seconds.
 DH0055
 DH0055.The orthometric height was determined by differential leveling
 DH0055.and adjusted by the National Geodetic Survey in 1992..
 DH0055.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH0055.rate of 0.0 thru 1.0 mm/km.
 DH0055
 DH0055.The geoid height was determined by GEOID03.
 DH0055
 DH0055.The dynamic height is computed by dividing the NAVD 88
 DH0055.geopotential number by the normal gravity value computed on the
 DH0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0055.degrees latitude (g = 980.6199 gals.).
 DH0055
 DH0055.The modeled gravity was interpolated from observed gravity values.
 DH0055
 DH0055;                    North         East    Units  Estimated Accuracy
 DH0055;SPC AL E     -   351,170.      139,870.      MT  (+/- 180 meters Scaled)
 DH0055
 DH0055                          SUPERSEDED SURVEY CONTROL
 DH0055
 DH0055.No superseded survey control is available for this station.
 DH0055
 DH0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC480251(NAD 83)
 DH0055_MARKER: Z = SEE DESCRIPTION
 DH0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0055_STAMPING: 781
 DH0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0055+STABILITY: SURFACE MOTION
 DH0055
 DH0055  HISTORY     - Date     Condition        Report By
 DH0055  HISTORY     - UNK      MONUMENTED       USGS
 DH0055  HISTORY     - 1917     GOOD             NGS
 DH0055  HISTORY     - 1947     MARK NOT FOUND   NGS
 DH0055
 DH0055                          STATION DESCRIPTION
 DH0055
 DH0055'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 DH0055'IN SANIE.
 DH0055'AT SANIE, ST. CLAIR COUNTY, 1/4 MILE WEST OF THE SEABOARD AIR LINE
 DH0055'RAILWAY STATION, 250 FEET EAST OF A ROAD CROSSING AND 30 FEET NORTH OF
 DH0055'THE TRACK.  AN IRON POST STAMPED 781.
 DH0055
 DH0055                          STATION RECOVERY (1947)
 DH0055
 DH0055'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DH0055'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1233 ***********************************************************************
 EE1233  DESIGNATION -  C 50
 EE1233  PID         -  EE1233
 EE1233  STATE/COUNTY-  AL/DE KALB
 EE1233  USGS QUAD   -  PORTERSVILLE (1975)
 EE1233
 EE1233                         *CURRENT SURVEY CONTROL
 EE1233  ___________________________________________________________________
 EE1233* NAD 83(1986)-  34 15 45.     (N)    085 51 39.     (W)     SCALED    
 EE1233* NAVD 88     -       219.107  (meters)     718.85   (feet)  ADJUSTED  
 EE1233  ___________________________________________________________________
 EE1233  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE1233  DYNAMIC HT  -         218.880 (meters)     718.11  (feet)  COMP
 EE1233  MODELED GRAV-     979,594.2   (mgal)                       NAVD 88
 EE1233
 EE1233  VERT ORDER  -  SECOND    CLASS 0
 EE1233
 EE1233.The horizontal coordinates were scaled from a topographic map and have
 EE1233.an estimated accuracy of +/- 6 seconds.
 EE1233
 EE1233.The orthometric height was determined by differential leveling
 EE1233.and adjusted by the National Geodetic Survey in June 1991..
 EE1233
 EE1233.The geoid height was determined by GEOID03.
 EE1233
 EE1233.The dynamic height is computed by dividing the NAVD 88
 EE1233.geopotential number by the normal gravity value computed on the
 EE1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1233.degrees latitude (g = 980.6199 gals.).
 EE1233
 EE1233.The modeled gravity was interpolated from observed gravity values.
 EE1233
 EE1233;                    North         East    Units  Estimated Accuracy
 EE1233;SPC AL E     -   417,220.      197,470.      MT  (+/- 180 meters Scaled)
 EE1233
 EE1233                          SUPERSEDED SURVEY CONTROL
 EE1233
 EE1233  NGVD 29 (??/??/92)  219.100  (m)          718.83   (f) ADJ UNCH    2 0
 EE1233
 EE1233.Superseded values are not recommended for survey control.
 EE1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1233.See file dsdata.txt to determine how the superseded data were derived.
 EE1233
 EE1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC048918(NAD 83)
 EE1233_MARKER: DB = BENCH MARK DISK
 EE1233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1233_STAMPING: C 50 1934
 EE1233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1233+STABILITY: SURFACE MOTION
 EE1233
 EE1233  HISTORY     - Date     Condition        Report By
 EE1233  HISTORY     - 1934     MONUMENTED       CGS
 EE1233  HISTORY     - 1947     GOOD             NGS
 EE1233  HISTORY     - 1964     POOR             NGS
 EE1233
 EE1233                          STATION DESCRIPTION
 EE1233
 EE1233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE1233'AT COLLINSVILLE.
 EE1233'AT COLLINSVILLE, ALONG THE ALABAMA GREAT SOUTHERN RAILROAD,
 EE1233'173 FEET SOUTH AND ACROSS THE TRACKS FROM THE SOUTH CORNER OF
 EE1233'THE RAILROAD STATION, 51 FEET SOUTHWEST AND ACROSS A NARROW
 EE1233'GRAVEL STREET FROM THE WEST FENCE CORNER AROUND THE STANDARD
 EE1233'OIL BULK PLANT STORAGE TANKS, 55 FEET SOUTHEAST OF THE SOUTHEAST
 EE1233'RAIL OF THE NORTH BOUND MAIN TRACK, 3 FEET SOUTHWEST OF THE
 EE1233'SOUTHWEST EDGE OF A CONCRETE SIDE WALK, 17 FEET NORTHWEST OF
 EE1233'A 28-INCH TREE AT THE NORTH CORNER OF A FEED MILL, 8 FEET SOUTHWEST
 EE1233'OF A POWER POLE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 EE1233'POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 EE1233'POST PROJECTING 3 INCHES.
 EE1233
 EE1233                          STATION RECOVERY (1964)
 EE1233
 EE1233'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EE1233'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1119 ***********************************************************************
 EF1119  DESIGNATION -  C 51
 EF1119  PID         -  EF1119
 EF1119  STATE/COUNTY-  AL/COLBERT
 EF1119  USGS QUAD   -  TUSCUMBIA (1971)
 EF1119
 EF1119                         *CURRENT SURVEY CONTROL
 EF1119  ___________________________________________________________________
 EF1119* NAD 83(1986)-  34 42 24.     (N)    087 39 30.     (W)     SCALED    
 EF1119* NAVD 88     -       152.054  (meters)     498.86   (feet)  ADJUSTED  
 EF1119  ___________________________________________________________________
 EF1119  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 EF1119  DYNAMIC HT  -         151.908 (meters)     498.38  (feet)  COMP
 EF1119  MODELED GRAV-     979,671.9   (mgal)                       NAVD 88
 EF1119
 EF1119  VERT ORDER  -  FIRST     CLASS II
 EF1119
 EF1119.The horizontal coordinates were scaled from a topographic map and have
 EF1119.an estimated accuracy of +/- 6 seconds.
 EF1119
 EF1119.The orthometric height was determined by differential leveling
 EF1119.and adjusted by the National Geodetic Survey in June 1991..
 EF1119
 EF1119.The geoid height was determined by GEOID03.
 EF1119
 EF1119.The dynamic height is computed by dividing the NAVD 88
 EF1119.geopotential number by the normal gravity value computed on the
 EF1119.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1119.degrees latitude (g = 980.6199 gals.).
 EF1119
 EF1119.The modeled gravity was interpolated from observed gravity values.
 EF1119
 EF1119;                    North         East    Units  Estimated Accuracy
 EF1119;SPC AL W     -   521,910.      585,500.      MT  (+/- 180 meters Scaled)
 EF1119
 EF1119                          SUPERSEDED SURVEY CONTROL
 EF1119
 EF1119  NGVD 29 (??/??/92)  152.010  (m)          498.72   (f) ADJ UNCH    1 2
 EF1119
 EF1119.Superseded values are not recommended for survey control.
 EF1119.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1119.See file dsdata.txt to determine how the superseded data were derived.
 EF1119
 EF1119_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD397407(NAD 83)
 EF1119_MARKER: DB = BENCH MARK DISK
 EF1119_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1119_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1119_MARK LOGO: CGS   
 EF1119_PROJECTION: PROJECTING 10 CENTIMETERS
 EF1119_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1119+STABILITY: SURFACE MOTION
 EF1119
 EF1119  HISTORY     - Date     Condition        Report By
 EF1119  HISTORY     - UNK      MONUMENTED       CGS
 EF1119  HISTORY     - 1934     GOOD             NGS
 EF1119  HISTORY     - 1973     GOOD             TVA
 EF1119  HISTORY     - 1982     GOOD             NGS
 EF1119
 EF1119                          STATION DESCRIPTION
 EF1119
 EF1119'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF1119'2.8 MI SE FROM TUSCUMBIA.
 EF1119'2 1/2 RAILS SOUTH OF GRADE CROSSING OF HIGHWAY NO. 20 AND N.A.R.R.
 EF1119'MARK IS 20 FT. EAST OF CENTER OF N.A.R.R. 13 RAILS SOUTH OF MILEPOST
 EF1119'NO. 5.  2 FT. NORTH AND 2 FT. WEST OF A TEL. POLE.  NOTE-- MARK IS 19
 EF1119'FEET SOUTHWEST OF CONCRETE FENCE.
 EF1119
 EF1119                          STATION RECOVERY (1973)
 EF1119
 EF1119'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1119'RECOVERED IN GOOD CONDITION.
 EF1119
 EF1119                          STATION RECOVERY (1982)
 EF1119
 EF1119'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1119'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.9 KM
 EF1119'(1.2 MI) SOUTH-SOUTHEAST ALONG U.S. HIGHWAY 43 AND 72 BUSINESS ROUTE
 EF1119'(OLD JACKSON HIGHWAY) FROM THE POST OFFICE IN TUSCUMBIA, THENCE 3.9 KM
 EF1119'(2.4 MI) EAST ALONG U.S. HIGHWAY 72 ALTERNATE AND STATE HIGHWAY 20, AT
 EF1119'THE CROSSING OF THE SOUTHERN RAILROAD, 19.81 METERS (65.0 FT)
 EF1119'SOUTHWEST OF THE CENTERLINE OF THE EASTBOUND LANE OF THE HIGHWAY,
 EF1119'8.23 METERS (27.0 FT) EAST OF THE EAST RAIL OF THE RAILROAD TRACKS,
 EF1119'5.18 METERS (17.0 FT) WEST OF A WOODEN FENCE, AND 0.91 METERS (3.0 FT)
 EF1119'NORTHWEST OF A POWERLINE POLE WITH TELEPHONE JUNCTION BOX.
 EF1119'THE MARK IS 0.30 METERS  E FROM A WITNESS POST.
 EF1119'THE MARK IS 0.61 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0947 ***********************************************************************
 EF0947  DESIGNATION -  C 52
 EF0947  PID         -  EF0947
 EF0947  STATE/COUNTY-  AL/WINSTON
 EF0947  USGS QUAD   -  HALEYVILLE EAST (1982)
 EF0947
 EF0947                         *CURRENT SURVEY CONTROL
 EF0947  ___________________________________________________________________
 EF0947* NAD 83(1986)-  34 13 36.     (N)    087 37 20.     (W)     SCALED    
 EF0947* NAVD 88     -       287.621  (meters)     943.64   (feet)  ADJUSTED  
 EF0947  ___________________________________________________________________
 EF0947  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 EF0947  DYNAMIC HT  -         287.334 (meters)     942.70  (feet)  COMP
 EF0947  MODELED GRAV-     979,629.4   (mgal)                       NAVD 88
 EF0947
 EF0947  VERT ORDER  -  SECOND    CLASS 0
 EF0947
 EF0947.The horizontal coordinates were scaled from a topographic map and have
 EF0947.an estimated accuracy of +/- 6 seconds.
 EF0947
 EF0947.The orthometric height was determined by differential leveling
 EF0947.and adjusted by the National Geodetic Survey in June 1991..
 EF0947
 EF0947.The geoid height was determined by GEOID03.
 EF0947
 EF0947.The dynamic height is computed by dividing the NAVD 88
 EF0947.geopotential number by the normal gravity value computed on the
 EF0947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0947.degrees latitude (g = 980.6199 gals.).
 EF0947
 EF0947.The modeled gravity was interpolated from observed gravity values.
 EF0947
 EF0947;                    North         East    Units  Estimated Accuracy
 EF0947;SPC AL W     -   468,670.      588,740.      MT  (+/- 180 meters Scaled)
 EF0947
 EF0947                          SUPERSEDED SURVEY CONTROL
 EF0947
 EF0947  NGVD 29 (??/??/92)  287.581  (m)          943.51   (f) ADJ UNCH    2 0
 EF0947
 EF0947.Superseded values are not recommended for survey control.
 EF0947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0947.See file dsdata.txt to determine how the superseded data were derived.
 EF0947
 EF0947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC426874(NAD 83)
 EF0947_MARKER: DB = BENCH MARK DISK
 EF0947_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0947_SP_SET: CULVERT
 EF0947_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0947
 EF0947  HISTORY     - Date     Condition        Report By
 EF0947  HISTORY     - UNK      MONUMENTED       CGS
 EF0947  HISTORY     - 1934     GOOD             NGS
 EF0947  HISTORY     - 1950     GOOD             TVA
 EF0947  HISTORY     - 20050120 MARK NOT FOUND   ALHD
 EF0947
 EF0947                          STATION DESCRIPTION
 EF0947
 EF0947'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0947'IN HALEYVILLE.
 EF0947'IN TOP OF THE EAST SIDE OF THE TOP STEP LEADING TO THE NORTH OR MAIN
 EF0947'ENTRANCE TO THE WINSTON COUNTY COURT HOUSE.  1 FT. NORTH OF THE EAST
 EF0947'WALL.
 EF0947
 EF0947                          STATION RECOVERY (1950)
 EF0947
 EF0947'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0947'RECOVERED IN GOOD CONDITION.
 EF0947
 EF0947                          STATION RECOVERY (2005)
 EF0947
 EF0947'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0947'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0741 ***********************************************************************
 EF0741  DESIGNATION -  C 53
 EF0741  PID         -  EF0741
 EF0741  STATE/COUNTY-  AL/LIMESTONE
 EF0741  USGS QUAD   -  ELKMONT (1974)
 EF0741
 EF0741                         *CURRENT SURVEY CONTROL
 EF0741  ___________________________________________________________________
 EF0741* NAD 83(1986)-  34 56 31.     (N)    086 59 07.     (W)     SCALED    
 EF0741* NAVD 88     -       222.309  (meters)     729.36   (feet)  ADJUSTED  
 EF0741  ___________________________________________________________________
 EF0741  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EF0741  DYNAMIC HT  -         222.096 (meters)     728.66  (feet)  COMP
 EF0741  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 EF0741
 EF0741  VERT ORDER  -  SECOND    CLASS 0
 EF0741
 EF0741.The horizontal coordinates were scaled from a topographic map and have
 EF0741.an estimated accuracy of +/- 6 seconds.
 EF0741
 EF0741.The orthometric height was determined by differential leveling
 EF0741.and adjusted by the National Geodetic Survey in June 1991..
 EF0741
 EF0741.The geoid height was determined by GEOID03.
 EF0741
 EF0741.The dynamic height is computed by dividing the NAVD 88
 EF0741.geopotential number by the normal gravity value computed on the
 EF0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0741.degrees latitude (g = 980.6199 gals.).
 EF0741
 EF0741.The modeled gravity was interpolated from observed gravity values.
 EF0741
 EF0741;                    North         East    Units  Estimated Accuracy
 EF0741;SPC AL W     -   548,120.      647,020.      MT  (+/- 180 meters Scaled)
 EF0741
 EF0741                          SUPERSEDED SURVEY CONTROL
 EF0741
 EF0741  NGVD 29 (??/??/92)  222.260  (m)          729.20   (f) ADJ UNCH    2 0
 EF0741
 EF0741.Superseded values are not recommended for survey control.
 EF0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0741.See file dsdata.txt to determine how the superseded data were derived.
 EF0741
 EF0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED013666(NAD 83)
 EF0741_MARKER: DB = BENCH MARK DISK
 EF0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0741_STAMPING: C 53 1934
 EF0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0741+STABILITY: SURFACE MOTION
 EF0741
 EF0741  HISTORY     - Date     Condition        Report By
 EF0741  HISTORY     - 1934     MONUMENTED       CGS
 EF0741  HISTORY     - 1974     GOOD             TVA
 EF0741
 EF0741                          STATION DESCRIPTION
 EF0741
 EF0741'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0741'1.0 MI N FROM ELKMONT.
 EF0741'1.0 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 EF0741'ELKMONT, LIMESTONE COUNTY, 4 RAILS SOUTH OF MILEPOST L 284, AND 25
 EF0741'FEET WEST OF THE TRACK.  A STANDARD DISK, STAMPED C 53 1934 AND SET IN
 EF0741'THE TOP OF A CONCRETE POST.  NOTE-- MARK IS ABOUT 6 IN. ABOVE GROUND,
 EF0741'AND 1.2 FT. N.E. OF STEEL POST AND SIGN.  IT IS 15.9 N.W. OF A 3 IN.
 EF0741'HICKORY.  RUNNING SOUTH ON TRACK 191.5 FT. FROM MILE POST 284, THEN
 EF0741'WESTERLY 32 FT. FROM R.R.
 EF0741
 EF0741                          STATION RECOVERY (1974)
 EF0741
 EF0741'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 EF0741'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0865 ***********************************************************************
 EF0865  DESIGNATION -  C 54
 EF0865  PID         -  EF0865
 EF0865  STATE/COUNTY-  AL/WINSTON
 EF0865  USGS QUAD   -  HOUSTON (1981)
 EF0865
 EF0865                         *CURRENT SURVEY CONTROL
 EF0865  ___________________________________________________________________
 EF0865* NAD 83(1986)-  34 11 01.     (N)    087 17 25.     (W)     SCALED    
 EF0865* NAVD 88     -       250.596  (meters)     822.16   (feet)  ADJUSTED  
 EF0865  ___________________________________________________________________
 EF0865  GEOID HEIGHT-         -26.81  (meters)                     GEOID03
 EF0865  DYNAMIC HT  -         250.346 (meters)     821.34  (feet)  COMP
 EF0865  MODELED GRAV-     979,633.8   (mgal)                       NAVD 88
 EF0865
 EF0865  VERT ORDER  -  SECOND    CLASS 0
 EF0865
 EF0865.The horizontal coordinates were scaled from a topographic map and have
 EF0865.an estimated accuracy of +/- 6 seconds.
 EF0865
 EF0865.The orthometric height was determined by differential leveling
 EF0865.and adjusted by the National Geodetic Survey in June 1991..
 EF0865
 EF0865.The geoid height was determined by GEOID03.
 EF0865
 EF0865.The dynamic height is computed by dividing the NAVD 88
 EF0865.geopotential number by the normal gravity value computed on the
 EF0865.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0865.degrees latitude (g = 980.6199 gals.).
 EF0865
 EF0865.The modeled gravity was interpolated from observed gravity values.
 EF0865
 EF0865;                    North         East    Units  Estimated Accuracy
 EF0865;SPC AL W     -   463,900.      619,330.      MT  (+/- 180 meters Scaled)
 EF0865
 EF0865                          SUPERSEDED SURVEY CONTROL
 EF0865
 EF0865  NGVD 29 (??/??/92)  250.564  (m)          822.06   (f) ADJ UNCH    2 0
 EF0865
 EF0865.Superseded values are not recommended for survey control.
 EF0865.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0865.See file dsdata.txt to determine how the superseded data were derived.
 EF0865
 EF0865_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC732825(NAD 83)
 EF0865_MARKER: DB = BENCH MARK DISK
 EF0865_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0865_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0865_STAMPING: C 54 1934
 EF0865_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0865+STABILITY: SURFACE MOTION
 EF0865
 EF0865  HISTORY     - Date     Condition        Report By
 EF0865  HISTORY     - 1934     MONUMENTED       CGS
 EF0865  HISTORY     - 1967     MARK NOT FOUND   USGS
 EF0865  HISTORY     - 20050119 MARK NOT FOUND   ALHD
 EF0865
 EF0865                          STATION DESCRIPTION
 EF0865
 EF0865'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0865'8.8 MI E FROM DOUBLE SPRINGS.
 EF0865'8.8 MILES EAST ALONG STATE HIGHWAY 31 FROM DOUBLE SPRINGS, WINSTON
 EF0865'COUNTY, THENCE 2.3 MILES NORTH ALONG STATE HIGHWAY 36, 30 FEET NORTH
 EF0865'OF A T-ROAD LEADING EAST, 18 FEET NORTHEAST OF THE CENTERLINE OF THE
 EF0865'HIGHWAY , AND 10 FEET NORTH OF A FENCE CORNER.  A STANDARD DISK,
 EF0865'STAMPED C 54 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EF0865
 EF0865                          STATION RECOVERY (1967)
 EF0865
 EF0865'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EF0865'MARK NOT FOUND.
 EF0865
 EF0865                          STATION RECOVERY (2005)
 EF0865
 EF0865'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0865'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1880 ***********************************************************************
 DG1880  DESIGNATION -  C 56
 DG1880  PID         -  DG1880
 DG1880  STATE/COUNTY-  AL/TALLADEGA
 DG1880  USGS QUAD   -  MUNFORD (1983)
 DG1880
 DG1880                         *CURRENT SURVEY CONTROL
 DG1880  ___________________________________________________________________
 DG1880* NAD 83(1986)-  33 31 46.     (N)    085 57 22.     (W)     SCALED    
 DG1880* NAVD 88     -       187.683  (meters)     615.76   (feet)  ADJUSTED  
 DG1880  ___________________________________________________________________
 DG1880  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1880  DYNAMIC HT  -         187.481 (meters)     615.09  (feet)  COMP
 DG1880  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 DG1880
 DG1880  VERT ORDER  -  SECOND    CLASS 0
 DG1880
 DG1880.The horizontal coordinates were scaled from a topographic map and have
 DG1880.an estimated accuracy of +/- 6 seconds.
 DG1880
 DG1880.The orthometric height was determined by differential leveling
 DG1880.and adjusted by the National Geodetic Survey in June 1991..
 DG1880
 DG1880.The geoid height was determined by GEOID03.
 DG1880
 DG1880.The dynamic height is computed by dividing the NAVD 88
 DG1880.geopotential number by the normal gravity value computed on the
 DG1880.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1880.degrees latitude (g = 980.6199 gals.).
 DG1880
 DG1880.The modeled gravity was interpolated from observed gravity values.
 DG1880
 DG1880;                    North         East    Units  Estimated Accuracy
 DG1880;SPC AL E     -   335,920.      188,600.      MT  (+/- 180 meters Scaled)
 DG1880
 DG1880                          SUPERSEDED SURVEY CONTROL
 DG1880
 DG1880  NGVD 29 (??/??/92)  187.601  (m)          615.49   (f) ADJ UNCH    2 0
 DG1880
 DG1880.Superseded values are not recommended for survey control.
 DG1880.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1880.See file dsdata.txt to determine how the superseded data were derived.
 DG1880
 DG1880_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC969104(NAD 83)
 DG1880_MARKER: DB = BENCH MARK DISK
 DG1880_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1880_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1880_STAMPING: C 56 1934
 DG1880_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1880+STABILITY: SURFACE MOTION
 DG1880
 DG1880  HISTORY     - Date     Condition        Report By
 DG1880  HISTORY     - 1934     MONUMENTED       CGS
 DG1880  HISTORY     - 1948     MARK NOT FOUND   NGS
 DG1880
 DG1880                          STATION DESCRIPTION
 DG1880
 DG1880'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG1880'AT MUNFORD.
 DG1880'C-56 IS LOCATED AT MUNFORD ALONG SOUTHERN RAILWAY SYSTEM, 86
 DG1880'YARDS SOUTHWEST OF INTERSECTION OF RAILROAD WITH U.S. 241, 60
 DG1880'YARDS SOUTHWEST OF SOUTHWEST CORNER OF STATION, 33.4 FEET NORTHWEST
 DG1880'OF NORTHWEST RAIL OF MAIN TRACK, 23 FEET SOUTHWEST OF R/W FENCE
 DG1880'CORNER, 18.2 FEET NORTHWEST OF NORTHWEST RAIL OF SIDE TRACK, 1.5
 DG1880'FEET SOUTHEAST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE
 DG1880'POST 8 INCHES HIGH.
 DG1880
 DG1880                          STATION RECOVERY (1948)
 DG1880
 DG1880'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DG1880'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1881 ***********************************************************************
 DG1881  DESIGNATION -  C 56 RESET
 DG1881  PID         -  DG1881
 DG1881  STATE/COUNTY-  AL/TALLADEGA
 DG1881  USGS QUAD   -  MUNFORD (1983)
 DG1881
 DG1881                         *CURRENT SURVEY CONTROL
 DG1881  ___________________________________________________________________
 DG1881* NAD 83(1986)-  33 31 46.     (N)    085 57 22.     (W)     SCALED    
 DG1881* NAVD 88     -       187.383  (meters)     614.77   (feet)  ADJUSTED  
 DG1881  ___________________________________________________________________
 DG1881  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1881  DYNAMIC HT  -         187.181 (meters)     614.11  (feet)  COMP
 DG1881  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 DG1881
 DG1881  VERT ORDER  -  SECOND    CLASS 0
 DG1881
 DG1881.The horizontal coordinates were scaled from a topographic map and have
 DG1881.an estimated accuracy of +/- 6 seconds.
 DG1881
 DG1881.The orthometric height was determined by differential leveling
 DG1881.and adjusted by the National Geodetic Survey in June 1991..
 DG1881.WARNING-Repeat measurements at this control monument indicate possible
 DG1881.vertical movement.
 DG1881
 DG1881.The geoid height was determined by GEOID03.
 DG1881
 DG1881.The dynamic height is computed by dividing the NAVD 88
 DG1881.geopotential number by the normal gravity value computed on the
 DG1881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1881.degrees latitude (g = 980.6199 gals.).
 DG1881
 DG1881.The modeled gravity was interpolated from observed gravity values.
 DG1881
 DG1881;                    North         East    Units  Estimated Accuracy
 DG1881;SPC AL E     -   335,920.      188,600.      MT  (+/- 180 meters Scaled)
 DG1881
 DG1881                          SUPERSEDED SURVEY CONTROL
 DG1881
 DG1881  NGVD 29 (??/??/92)  187.31   (m)          614.5    (f) COMPUTED    2 0
 DG1881
 DG1881.Superseded values are not recommended for survey control.
 DG1881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1881.See file dsdata.txt to determine how the superseded data were derived.
 DG1881
 DG1881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC969104(NAD 83)
 DG1881_MARKER: DB = BENCH MARK DISK
 DG1881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1881_STAMPING: C 56 1934 RESET 1944
 DG1881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1881+STABILITY: SURFACE MOTION
 DG1881
 DG1881  HISTORY     - Date     Condition        Report By
 DG1881  HISTORY     - 1944     MONUMENTED       CGS
 DG1881  HISTORY     - 1948     POOR             NGS
 DG1881
 DG1881                          STATION DESCRIPTION
 DG1881
 DG1881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1881'AT MUNFORD.
 DG1881'AT MUNFORD, ALONG THE SOUTHERN RAILWAY, 161.6 FEET SOUTHWEST OF
 DG1881'THE WEST CORNER OF THE RAILWAY STATION, 227.1 FEET SOUTHWEST OF
 DG1881'THE CENTER LINE OF A BLACK TOP ROAD (OLD U.S. HIGHWAY 241), 236.2
 DG1881'FEET NORTHEAST OF THE EAST CORNER OF NORTHEAST ONE OF A GROUP OF
 DG1881'SECTION HOUSES, ABOUT 96 YARDS EAST OF THE EAST CORNER OF
 DG1881'THE MUNFORD METHODIST CHURCH, 37 FEET NORTHWEST OF THE NORTHWEST
 DG1881'RAIL OF THE MAIN TRACK, AND SET IN THE TOP OF A CONCRETE POST
 DG1881'FLUSH WITH THE GROUND.  NOTE-- MARK IS LEANING TO THE NORTH AND
 DG1881'SEEMS AS THO IT MAY HAVE BEEN RUN OVER WITH HEAVY MACHINERY.  MARK
 DG1881'SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1236 ***********************************************************************
 DH1236  DESIGNATION -  C 58
 DH1236  PID         -  DH1236
 DH1236  STATE/COUNTY-  AL/BLOUNT
 DH1236  USGS QUAD   -  CLEVELAND (1978)
 DH1236
 DH1236                         *CURRENT SURVEY CONTROL
 DH1236  ___________________________________________________________________
 DH1236* NAD 83(1986)-  33 53 45.     (N)    086 30 36.     (W)     SCALED    
 DH1236* NAVD 88     -       225.943  (meters)     741.28   (feet)  ADJUSTED  
 DH1236  ___________________________________________________________________
 DH1236  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH1236  DYNAMIC HT  -         225.696 (meters)     740.47  (feet)  COMP
 DH1236  MODELED GRAV-     979,540.2   (mgal)                       NAVD 88
 DH1236
 DH1236  VERT ORDER  -  SECOND    CLASS 0
 DH1236
 DH1236.The horizontal coordinates were scaled from a topographic map and have
 DH1236.an estimated accuracy of +/- 6 seconds.
 DH1236
 DH1236.The orthometric height was determined by differential leveling
 DH1236.and adjusted by the National Geodetic Survey in June 1991..
 DH1236
 DH1236.The geoid height was determined by GEOID03.
 DH1236
 DH1236.The dynamic height is computed by dividing the NAVD 88
 DH1236.geopotential number by the normal gravity value computed on the
 DH1236.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1236.degrees latitude (g = 980.6199 gals.).
 DH1236
 DH1236.The modeled gravity was interpolated from observed gravity values.
 DH1236
 DH1236;                    North         East    Units  Estimated Accuracy
 DH1236;SPC AL W     -   432,410.      691,570.      MT  (+/- 180 meters Scaled)
 DH1236
 DH1236                          SUPERSEDED SURVEY CONTROL
 DH1236
 DH1236  NGVD 29 (??/??/92)  225.889  (m)          741.10   (f) ADJ UNCH    2 0
 DH1236
 DH1236.Superseded values are not recommended for survey control.
 DH1236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1236.See file dsdata.txt to determine how the superseded data were derived.
 DH1236
 DH1236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC453507(NAD 83)
 DH1236_MARKER: DB = BENCH MARK DISK
 DH1236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1236_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1236_STAMPING: C 58 1934
 DH1236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1236+STABILITY: SURFACE MOTION
 DH1236
 DH1236  HISTORY     - Date     Condition        Report By
 DH1236  HISTORY     - 1934     MONUMENTED       CGS
 DH1236  HISTORY     - 1947     GOOD             NGS
 DH1236  HISTORY     - 1958     MARK NOT FOUND   NGS
 DH1236
 DH1236                          STATION DESCRIPTION
 DH1236
 DH1236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1236'4.3 MI SW FROM ONEONTA.
 DH1236'ABOUT 4.3 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1236'STATION AT ONEONTA, ABOUT 1.1 MILES SOUTHWEST OF THE ROAD CROSSING AND
 DH1236'STATION AT CHEPULTEPEC, AT A DIM ROAD CROSSING, 54 FEET
 DH1236'NORTH-NORTHWEST AND ACROSS THE TRACK FROM MILE POST 417, 38 FEET
 DH1236'NORTHWEST OF THE NORTHWEST RAIL, 120 FEET WEST OF THE CENTER OF THE
 DH1236'CROSSING, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 DH1236'FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DH1236'2 INCHES.
 DH1236
 DH1236                          STATION RECOVERY (1958)
 DH1236
 DH1236'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DH1236'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0133 ***********************************************************************
 DH0133  DESIGNATION -  C 59
 DH0133  PID         -  DH0133
 DH0133  STATE/COUNTY-  AL/ST CLAIR
 DH0133  USGS QUAD   -  COX GAP (1972)
 DH0133
 DH0133                         *CURRENT SURVEY CONTROL
 DH0133  ___________________________________________________________________
 DH0133* NAD 83(1986)-  33 46 34.     (N)    086 14 15.     (W)     SCALED    
 DH0133* NAVD 88     -       176.821  (meters)     580.12   (feet)  ADJUSTED  
 DH0133  ___________________________________________________________________
 DH0133  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0133  DYNAMIC HT  -         176.631 (meters)     579.50  (feet)  COMP
 DH0133  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 DH0133
 DH0133  VERT ORDER  -  SECOND    CLASS 0
 DH0133
 DH0133.The horizontal coordinates were scaled from a topographic map and have
 DH0133.an estimated accuracy of +/- 6 seconds.
 DH0133
 DH0133.The orthometric height was determined by differential leveling
 DH0133.and adjusted by the National Geodetic Survey in June 1991..
 DH0133
 DH0133.The geoid height was determined by GEOID03.
 DH0133
 DH0133.The dynamic height is computed by dividing the NAVD 88
 DH0133.geopotential number by the normal gravity value computed on the
 DH0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0133.degrees latitude (g = 980.6199 gals.).
 DH0133
 DH0133.The modeled gravity was interpolated from observed gravity values.
 DH0133
 DH0133;                    North         East    Units  Estimated Accuracy
 DH0133;SPC AL E     -   363,350.      162,570.      MT  (+/- 180 meters Scaled)
 DH0133
 DH0133                          SUPERSEDED SURVEY CONTROL
 DH0133
 DH0133  NGVD 29 (??/??/92)  176.776  (m)          579.97   (f) ADJ UNCH    2 0
 DH0133
 DH0133.Superseded values are not recommended for survey control.
 DH0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0133.See file dsdata.txt to determine how the superseded data were derived.
 DH0133
 DH0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC706375(NAD 83)
 DH0133_MARKER: DB = BENCH MARK DISK
 DH0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0133_STAMPING: C-59--1934
 DH0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0133+STABILITY: SURFACE MOTION
 DH0133
 DH0133  HISTORY     - Date     Condition        Report By
 DH0133  HISTORY     - 1934     MONUMENTED       CGS
 DH0133  HISTORY     - 1976     MARK NOT FOUND   USGS
 DH0133
 DH0133                          STATION DESCRIPTION
 DH0133
 DH0133'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0133'5.5 MI S FROM ASHVILLE.
 DH0133'IS LOCATED 5.5 MILES SOUTH OF THE COURT HOUSE AT ASHVILLE.  0.3 OF A
 DH0133'MILE SOUTH OF A CROSS ROAD.  47 YARDS NORTH OF A WOOD PLANK CULVERT
 DH0133'ACROSS ROAD.  19.0 FEET NORTHWEST OF CENTERLINE OF ROAD.  1.6 FEET
 DH0133'NORTHWEST OF FENCE ALONG ROAD.  STANDARD TABLET SET IN TOP OF CONCRETE
 DH0133'POST 6 INCHES HIGH.  NOTE-- AREA DISTURBED BY CLEARING
 DH0133
 DH0133                          STATION RECOVERY (1976)
 DH0133
 DH0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DH0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0701 ***********************************************************************
 DH0701  DESIGNATION -  C 6
 DH0701  PID         -  DH0701
 DH0701  STATE/COUNTY-  AL/SHELBY
 DH0701  USGS QUAD   -  PEA RIDGE (1979)
 DH0701
 DH0701                         *CURRENT SURVEY CONTROL
 DH0701  ___________________________________________________________________
 DH0701* NAD 83(1986)-  33 14 40.     (N)    086 57 27.     (W)     SCALED    
 DH0701* NAVD 88     -       121.607  (meters)     398.97   (feet)  POSTED    
 DH0701  ___________________________________________________________________
 DH0701  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0701  DYNAMIC HT  -         121.470 (meters)     398.52  (feet)  COMP
 DH0701  MODELED GRAV-     979,520.7   (mgal)                       NAVD 88
 DH0701
 DH0701  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH0701
 DH0701.The horizontal coordinates were scaled from a topographic map and have
 DH0701.an estimated accuracy of +/- 6 seconds.
 DH0701
 DH0701.The orthometric height was determined by differential leveling
 DH0701.and adjusted by the National Geodetic Survey in 1992..
 DH0701.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH0701.rate of 0.0 thru 1.0 mm/km.
 DH0701
 DH0701.The geoid height was determined by GEOID03.
 DH0701
 DH0701.The dynamic height is computed by dividing the NAVD 88
 DH0701.geopotential number by the normal gravity value computed on the
 DH0701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0701.degrees latitude (g = 980.6199 gals.).
 DH0701
 DH0701.The modeled gravity was interpolated from observed gravity values.
 DH0701
 DH0701;                    North         East    Units  Estimated Accuracy
 DH0701;SPC AL W     -   359,850.      650,560.      MT  (+/- 180 meters Scaled)
 DH0701
 DH0701                          SUPERSEDED SURVEY CONTROL
 DH0701
 DH0701.No superseded survey control is available for this station.
 DH0701
 DH0701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB039783(NAD 83)
 DH0701_MARKER: DB = BENCH MARK DISK
 DH0701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0701+STABILITY: SURFACE MOTION
 DH0701
 DH0701  HISTORY     - Date     Condition        Report By
 DH0701  HISTORY     - UNK      MONUMENTED       CGS
 DH0701  HISTORY     - 1917     GOOD             NGS
 DH0701  HISTORY     - 1944     MARK NOT FOUND   NGS
 DH0701
 DH0701                          STATION DESCRIPTION
 DH0701
 DH0701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 DH0701'3.9 MI N FROM GURNEE JUNCTION.
 DH0701'ABOUT 3.9 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DH0701'GURNEE JUNCTION, SHELBY COUNTY, AT TURNER, ABOUT 820 FEET SOUTH OF THE
 DH0701'STATION SIGN, AND 35 FEET EAST OF THE TRACK.  A STANDARD DISK SET IN
 DH0701'THE TOP OF A CONCRETE POST.
 DH0701
 DH0701                          STATION RECOVERY (1944)
 DH0701
 DH0701'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DH0701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1463 ***********************************************************************
 DG1463  DESIGNATION -  C 60
 DG1463  PID         -  DG1463
 DG1463  STATE/COUNTY-  AL/RANDOLPH
 DG1463  USGS QUAD   -  WADLEY SOUTH (1969)
 DG1463
 DG1463                         *CURRENT SURVEY CONTROL
 DG1463  ___________________________________________________________________
 DG1463* NAD 83(1986)-  33 07 17.     (N)    085 33 54.     (W)     SCALED    
 DG1463* NAVD 88     -       210.352  (meters)     690.13   (feet)  ADJUSTED  
 DG1463  ___________________________________________________________________
 DG1463  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG1463  DYNAMIC HT  -         210.110 (meters)     689.34  (feet)  COMP
 DG1463  MODELED GRAV-     979,484.1   (mgal)                       NAVD 88
 DG1463
 DG1463  VERT ORDER  -  SECOND    CLASS 0
 DG1463
 DG1463.The horizontal coordinates were scaled from a topographic map and have
 DG1463.an estimated accuracy of +/- 6 seconds.
 DG1463
 DG1463.The orthometric height was determined by differential leveling
 DG1463.and adjusted by the National Geodetic Survey in June 1991..
 DG1463
 DG1463.The geoid height was determined by GEOID03.
 DG1463
 DG1463.The dynamic height is computed by dividing the NAVD 88
 DG1463.geopotential number by the normal gravity value computed on the
 DG1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1463.degrees latitude (g = 980.6199 gals.).
 DG1463
 DG1463.The modeled gravity was interpolated from observed gravity values.
 DG1463
 DG1463;                    North         East    Units  Estimated Accuracy
 DG1463;SPC AL E     -   290,690.      225,040.      MT  (+/- 180 meters Scaled)
 DG1463
 DG1463                          SUPERSEDED SURVEY CONTROL
 DG1463
 DG1463  NGVD 29 (??/??/92)  210.291  (m)          689.93   (f) ADJ UNCH    2 0
 DG1463
 DG1463.Superseded values are not recommended for survey control.
 DG1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1463.See file dsdata.txt to determine how the superseded data were derived.
 DG1463
 DG1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB338656(NAD 83)
 DG1463_MARKER: DB = BENCH MARK DISK
 DG1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1463_STAMPING: C 60 1934
 DG1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1463+STABILITY: SURFACE MOTION
 DG1463
 DG1463  HISTORY     - Date     Condition        Report By
 DG1463  HISTORY     - 1934     MONUMENTED       CGS
 DG1463  HISTORY     - 1949     GOOD             NGS
 DG1463
 DG1463                          STATION DESCRIPTION
 DG1463
 DG1463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DG1463'AT WADLEY.
 DG1463'AT WADLEY, ABOUT 0.15 MILE WEST ALONG A BLACK TOP STREET FROM
 DG1463'THE ATLANTA BIRMINGHAM AND COAST RAILROAD STATION, 204 FEET
 DG1463'WEST OF THE CENTER LINE OF HIGHWAY 63, SET IN A SMALL TRIANGLE
 DG1463'SURROUNDED BY HEDGES, 78 FEET WEST-SOUTHWEST OF THE SOUTHWEST
 DG1463'CORNER OF THE HANDLEY AND SON HARDWARE BUILDING, 37 FEET
 DG1463'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE WADLEY-ALMOND ROAD,
 DG1463'43 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD SOUTHWEST,
 DG1463'13 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD, 1 FOOT
 DG1463'EAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 DG1463'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0982 ***********************************************************************
 EF0982  DESIGNATION -  C 62
 EF0982  PID         -  EF0982
 EF0982  STATE/COUNTY-  AL/MARION
 EF0982  USGS QUAD   -  HAMILTON (1983)
 EF0982
 EF0982                         *CURRENT SURVEY CONTROL
 EF0982  ___________________________________________________________________
 EF0982* NAD 83(1986)-  34 12 39.     (N)    087 55 05.     (W)     SCALED    
 EF0982* NAVD 88     -       195.371  (meters)     640.98   (feet)  ADJUSTED  
 EF0982  ___________________________________________________________________
 EF0982  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EF0982  DYNAMIC HT  -         195.173 (meters)     640.33  (feet)  COMP
 EF0982  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 EF0982
 EF0982  VERT ORDER  -  SECOND    CLASS 0
 EF0982
 EF0982.The horizontal coordinates were scaled from a topographic map and have
 EF0982.an estimated accuracy of +/- 6 seconds.
 EF0982
 EF0982.The orthometric height was determined by differential leveling
 EF0982.and adjusted by the National Geodetic Survey in June 1991..
 EF0982
 EF0982.The geoid height was determined by GEOID03.
 EF0982
 EF0982.The dynamic height is computed by dividing the NAVD 88
 EF0982.geopotential number by the normal gravity value computed on the
 EF0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0982.degrees latitude (g = 980.6199 gals.).
 EF0982
 EF0982.The modeled gravity was interpolated from observed gravity values.
 EF0982
 EF0982;                    North         East    Units  Estimated Accuracy
 EF0982;SPC AL W     -   466,980.      561,480.      MT  (+/- 180 meters Scaled)
 EF0982
 EF0982                          SUPERSEDED SURVEY CONTROL
 EF0982
 EF0982  NGVD 29 (??/??/92)  195.314  (m)          640.79   (f) ADJ UNCH    2 0
 EF0982
 EF0982.Superseded values are not recommended for survey control.
 EF0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0982.See file dsdata.txt to determine how the superseded data were derived.
 EF0982
 EF0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC154859(NAD 83)
 EF0982_MARKER: DB = BENCH MARK DISK
 EF0982_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0982_SP_SET: CULVERT
 EF0982_STAMPING: C 62 1934
 EF0982_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0982
 EF0982  HISTORY     - Date     Condition        Report By
 EF0982  HISTORY     - 1934     MONUMENTED       CGS
 EF0982
 EF0982                          STATION DESCRIPTION
 EF0982
 EF0982'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0982'6.5 MI N FROM HAMILTON.
 EF0982'6.5 MILES NORTH ALONG STATE HIGHWAY 13 FROM THE COURTHOUSE AT
 EF0982'HAMILTON, MARION COUNTY, 250 YARDS SOUTH OF A DEEP RAVINE, ON A SLOPE
 EF0982'TO THE NORTH, AT A 3-FOOT CONCRETE-BOX CULVERT, AND IN THE TOP OF THE
 EF0982'SOUTH END OF THE EAST CONCRETE HEAD WALL.  A STANDARD DISK, STAMPED C
 EF0982'62 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1656 ***********************************************************************
 DG1656  DESIGNATION -  C 63
 DG1656  PID         -  DG1656
 DG1656  STATE/COUNTY-  AL/CLEBURNE
 DG1656  USGS QUAD   -  MICAVILLE (1976)
 DG1656
 DG1656                         *CURRENT SURVEY CONTROL
 DG1656  ___________________________________________________________________
 DG1656* NAD 83(1986)-  33 29 53.     (N)    085 35 48.     (W)     SCALED    
 DG1656* NAVD 88     -       307.328  (meters)    1008.29   (feet)  ADJUSTED  
 DG1656  ___________________________________________________________________
 DG1656  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1656  DYNAMIC HT  -         306.987 (meters)    1007.17  (feet)  COMP
 DG1656  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 DG1656
 DG1656  VERT ORDER  -  SECOND    CLASS 0
 DG1656
 DG1656.The horizontal coordinates were scaled from a topographic map and have
 DG1656.an estimated accuracy of +/- 6 seconds.
 DG1656
 DG1656.The orthometric height was determined by differential leveling
 DG1656.and adjusted by the National Geodetic Survey in June 1991..
 DG1656
 DG1656.The geoid height was determined by GEOID03.
 DG1656
 DG1656.The dynamic height is computed by dividing the NAVD 88
 DG1656.geopotential number by the normal gravity value computed on the
 DG1656.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1656.degrees latitude (g = 980.6199 gals.).
 DG1656
 DG1656.The modeled gravity was interpolated from observed gravity values.
 DG1656
 DG1656;                    North         East    Units  Estimated Accuracy
 DG1656;SPC AL E     -   332,460.      221,990.      MT  (+/- 180 meters Scaled)
 DG1656
 DG1656                          SUPERSEDED SURVEY CONTROL
 DG1656
 DG1656  NGVD 29 (??/??/92)  307.266  (m)         1008.09   (f) ADJ UNCH    2 0
 DG1656
 DG1656.Superseded values are not recommended for survey control.
 DG1656.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1656.See file dsdata.txt to determine how the superseded data were derived.
 DG1656
 DG1656_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC303073(NAD 83)
 DG1656_MARKER: DB = BENCH MARK DISK
 DG1656_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1656_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1656_STAMPING: C 63 1934
 DG1656_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1656+STABILITY: SURFACE MOTION
 DG1656
 DG1656  HISTORY     - Date     Condition        Report By
 DG1656  HISTORY     - 1934     MONUMENTED       CGS
 DG1656  HISTORY     - 1948     GOOD             NGS
 DG1656
 DG1656                          STATION DESCRIPTION
 DG1656
 DG1656'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1656'3.1 MI SE FROM HOLLIS SCHOOL.
 DG1656'ABOUT 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 37 FROM ITS
 DG1656'INTERSECTION WITH STATE HIGHWAY 9 AT HOLLIS SCHOOL, IN THE
 DG1656'SOUTHWEST CORNER OF A ROAD TRIANGLE FORMED BY THE JUNCTION OF THE
 DG1656'OLD HIGHWAY AND A FARM ROAD, 165 FEET SOUTHWEST OF THE CENTER LINE
 DG1656'OF THE NEW HIGHWAY, 34 FEET NORTH OF THE CENTER LINE OF THE OLD
 DG1656'HIGHWAY, 23 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 138
 DG1656'FEET EAST AND ACROSS THE FARM ROAD FROM A POWER POLE, 1 FOOT
 DG1656'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE
 DG1656'NEW HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 DG1656'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0484 ***********************************************************************
 BU0484  DESIGNATION -  C 66
 BU0484  PID         -  BU0484
 BU0484  STATE/COUNTY-  AL/CONECUH
 BU0484  USGS QUAD   -  EVERGREEN (1982)
 BU0484
 BU0484                         *CURRENT SURVEY CONTROL
 BU0484  ___________________________________________________________________
 BU0484* NAD 83(1986)-  31 25 44.     (N)    086 58 15.     (W)     SCALED    
 BU0484* NAVD 88     -        82.543  (meters)     270.81   (feet)  ADJUSTED  
 BU0484  ___________________________________________________________________
 BU0484  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BU0484  DYNAMIC HT  -          82.441 (meters)     270.48  (feet)  COMP
 BU0484  MODELED GRAV-     979,404.9   (mgal)                       NAVD 88
 BU0484
 BU0484  VERT ORDER  -  SECOND    CLASS 0
 BU0484
 BU0484.The horizontal coordinates were scaled from a topographic map and have
 BU0484.an estimated accuracy of +/- 6 seconds.
 BU0484
 BU0484.The orthometric height was determined by differential leveling
 BU0484.and adjusted by the National Geodetic Survey in June 1991..
 BU0484
 BU0484.The geoid height was determined by GEOID03.
 BU0484
 BU0484.The dynamic height is computed by dividing the NAVD 88
 BU0484.geopotential number by the normal gravity value computed on the
 BU0484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0484.degrees latitude (g = 980.6199 gals.).
 BU0484
 BU0484.The modeled gravity was interpolated from observed gravity values.
 BU0484
 BU0484;                    North         East    Units  Estimated Accuracy
 BU0484;SPC AL W     -   158,520.      650,310.      MT  (+/- 180 meters Scaled)
 BU0484
 BU0484                          SUPERSEDED SURVEY CONTROL
 BU0484
 BU0484  NGVD 29 (??/??/92)   82.543  (m)          270.81   (f) ADJ UNCH    2 0
 BU0484
 BU0484.Superseded values are not recommended for survey control.
 BU0484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0484.See file dsdata.txt to determine how the superseded data were derived.
 BU0484
 BU0484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV027771(NAD 83)
 BU0484_MARKER: DB = BENCH MARK DISK
 BU0484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0484_STAMPING: C 66 1934
 BU0484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0484+STABILITY: SURFACE MOTION
 BU0484
 BU0484  HISTORY     - Date     Condition        Report By
 BU0484  HISTORY     - 1934     MONUMENTED       CGS
 BU0484  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0484
 BU0484                          STATION DESCRIPTION
 BU0484
 BU0484'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0484'1.2 MI W FROM EVERGREEN.
 BU0484'1.2 MILES WEST ALONG U.S. HIGHWAYS 31 AND 84 FROM THE COURTHOUSE AT
 BU0484'EVERGREEN, CONECUH COUNTY, 0.2 MILE WEST OF A CULVERT AND THE WEST END
 BU0484'OF THE CONCRETE SIDEWALKS OF THE TOWN, 0.1 MILE EAST OF THE EVERGREEN
 BU0484'TOURIST CABINS, NEAR THE MIDDLE OF A CURVE, 64.6 FEET NORTHWEST OF THE
 BU0484'WEST CORNER OF THE NORTH CONCRETE HEAD WALL OF AN 18-INCH
 BU0484'CORRUGATED-IRON PIPE CULVERT, 47.5 FEET NORTH OF THE CENTER LINE OF
 BU0484'THE HIGHWAY, ABOUT 3 FEET HIGHER THAN THE HIGHAY, AND ABOUT 1 INCH
 BU0484'UNDER GROUND.  A STANDARD DISK, STAMPED C 66 1934 AND SET IN THE TOP
 BU0484'OF A CONCRETE POST.
 BU0484
 BU0484                          STATION RECOVERY (1976)
 BU0484
 BU0484'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0484'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1201 ***********************************************************************
 BT1201  DESIGNATION -  C 67
 BT1201  PID         -  BT1201
 BT1201  STATE/COUNTY-  AL/COFFEE
 BT1201  USGS QUAD   -  NEW BROCKTON (1990)
 BT1201
 BT1201                         *CURRENT SURVEY CONTROL
 BT1201  ___________________________________________________________________
 BT1201* NAD 83(1986)-  31 23 01.     (N)    085 56 24.     (W)     SCALED    
 BT1201* NAVD 88     -       132.588  (meters)     435.00   (feet)  ADJUSTED  
 BT1201  ___________________________________________________________________
 BT1201  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BT1201  DYNAMIC HT  -         132.426 (meters)     434.47  (feet)  COMP
 BT1201  MODELED GRAV-     979,414.7   (mgal)                       NAVD 88
 BT1201
 BT1201  VERT ORDER  -  SECOND    CLASS 0
 BT1201
 BT1201.The horizontal coordinates were scaled from a topographic map and have
 BT1201.an estimated accuracy of +/- 6 seconds.
 BT1201
 BT1201.The orthometric height was determined by differential leveling
 BT1201.and adjusted by the National Geodetic Survey in June 1991..
 BT1201
 BT1201.The geoid height was determined by GEOID03.
 BT1201
 BT1201.The dynamic height is computed by dividing the NAVD 88
 BT1201.geopotential number by the normal gravity value computed on the
 BT1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1201.degrees latitude (g = 980.6199 gals.).
 BT1201
 BT1201.The modeled gravity was interpolated from observed gravity values.
 BT1201
 BT1201;                    North         East    Units  Estimated Accuracy
 BT1201;SPC AL E     -    97,970.      189,850.      MT  (+/- 180 meters Scaled)
 BT1201
 BT1201                          SUPERSEDED SURVEY CONTROL
 BT1201
 BT1201  NGVD 29 (??/??/92)  132.615  (m)          435.09   (f) ADJ UNCH    2 0
 BT1201
 BT1201.Superseded values are not recommended for survey control.
 BT1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1201.See file dsdata.txt to determine how the superseded data were derived.
 BT1201
 BT1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV007726(NAD 83)
 BT1201_MARKER: DB = BENCH MARK DISK
 BT1201_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1201_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1201_STAMPING: C 67 1935
 BT1201_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1201+STABILITY: SURFACE MOTION
 BT1201
 BT1201  HISTORY     - Date     Condition        Report By
 BT1201  HISTORY     - 1935     MONUMENTED       CGS
 BT1201  HISTORY     - 1965     MARK NOT FOUND   DMA
 BT1201
 BT1201                          STATION DESCRIPTION
 BT1201
 BT1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BT1201'0.6 MI W FROM NEW BROCKTON.
 BT1201'ABOUT 0.6 MILE WEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BT1201'FROM THE STATION AT NEW BROCKTON, COFFEE COUNTY, ABOUT 0.3 MILE WEST
 BT1201'OF MILEPOST W 27, 21 FEET EAST OF THE CENTER LINE OF A ROAD CROSSING
 BT1201'THE TRACK, AND 23 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK,
 BT1201'STAMPED C 67 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT1201'ABOUT 2 INCHES ABOVE GROUND.
 BT1201
 BT1201                          STATION RECOVERY (1965)
 BT1201
 BT1201'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1201'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0787 ***********************************************************************
 CM0787  DESIGNATION -  C 68
 CM0787  PID         -  CM0787
 CM0787  STATE/COUNTY-  AL/RUSSELL
 CM0787  USGS QUAD   -  PITTSVIEW (1984)
 CM0787
 CM0787                         *CURRENT SURVEY CONTROL
 CM0787  ___________________________________________________________________
 CM0787* NAD 83(1986)-  32 10 38.     (N)    085 07 55.     (W)     SCALED    
 CM0787* NAVD 88     -        68.471  (meters)     224.64   (feet)  ADJUSTED  
 CM0787  ___________________________________________________________________
 CM0787  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 CM0787  DYNAMIC HT  -          68.394 (meters)     224.39  (feet)  COMP
 CM0787  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 CM0787
 CM0787  VERT ORDER  -  SECOND    CLASS 0
 CM0787
 CM0787.The horizontal coordinates were scaled from a topographic map and have
 CM0787.an estimated accuracy of +/- 6 seconds.
 CM0787
 CM0787.The orthometric height was determined by differential leveling
 CM0787.and adjusted by the National Geodetic Survey in June 1991..
 CM0787
 CM0787.The geoid height was determined by GEOID03.
 CM0787
 CM0787.The dynamic height is computed by dividing the NAVD 88
 CM0787.geopotential number by the normal gravity value computed on the
 CM0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0787.degrees latitude (g = 980.6199 gals.).
 CM0787
 CM0787.The modeled gravity was interpolated from observed gravity values.
 CM0787
 CM0787;                    North         East    Units  Estimated Accuracy
 CM0787;SPC AL E     -   186,170.      266,150.      MT  (+/- 180 meters Scaled)
 CM0787
 CM0787                          SUPERSEDED SURVEY CONTROL
 CM0787
 CM0787  NGVD 29 (??/??/92)   68.509  (m)          224.77   (f) ADJ UNCH    2 0
 CM0787
 CM0787.Superseded values are not recommended for survey control.
 CM0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0787.See file dsdata.txt to determine how the superseded data were derived.
 CM0787
 CM0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA761616(NAD 83)
 CM0787_MARKER: DB = BENCH MARK DISK
 CM0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0787+STABILITY: SURFACE MOTION
 CM0787
 CM0787  HISTORY     - Date     Condition        Report By
 CM0787  HISTORY     - UNK      MONUMENTED       CGS
 CM0787
 CM0787                          STATION DESCRIPTION
 CM0787
 CM0787'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0787'2 MI E FROM PITTSVIEW.
 CM0787'C-68 IS LOCATED 2 MILES EAST OF THE RWY. STATION AT PITTSVIEW,
 CM0787'0.6 OF MILE WEST OF HIRSCH SIDING, 22 YARDS SOUTHEAST OF A FARM
 CM0787'GATE POST, 59.5 FT. SOUTH OF A FARM ROAD CROSSING, 48 FT. SOUTHWEST
 CM0787'OF SOUTHWEST RAIL, ACROSS TRACK FROM MILE POST S-759, 1.2 FT.
 CM0787'NORTHEAST OF R/W FENCE.  STANDARD TABLET SET IN TOP OF A CONCRETE
 CM0787'POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1178 ***********************************************************************
 CM1178  DESIGNATION -  C 69
 CM1178  PID         -  CM1178
 CM1178  STATE/COUNTY-  AL/MACON
 CM1178  USGS QUAD   -  TUSKEGEE (1983)
 CM1178
 CM1178                         *CURRENT SURVEY CONTROL
 CM1178  ___________________________________________________________________
 CM1178* NAD 83(1986)-  32 26 22.     (N)    085 41 28.     (W)     SCALED    
 CM1178* NAVD 88     -       128.830  (meters)     422.67   (feet)  ADJUSTED  
 CM1178  ___________________________________________________________________
 CM1178  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 CM1178  DYNAMIC HT  -         128.680 (meters)     422.18  (feet)  COMP
 CM1178  MODELED GRAV-     979,467.6   (mgal)                       NAVD 88
 CM1178
 CM1178  VERT ORDER  -  SECOND    CLASS 0
 CM1178
 CM1178.The horizontal coordinates were scaled from a topographic map and have
 CM1178.an estimated accuracy of +/- 6 seconds.
 CM1178
 CM1178.The orthometric height was determined by differential leveling
 CM1178.and adjusted by the National Geodetic Survey in June 1991..
 CM1178
 CM1178.The geoid height was determined by GEOID03.
 CM1178
 CM1178.The dynamic height is computed by dividing the NAVD 88
 CM1178.geopotential number by the normal gravity value computed on the
 CM1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1178.degrees latitude (g = 980.6199 gals.).
 CM1178
 CM1178.The modeled gravity was interpolated from observed gravity values.
 CM1178
 CM1178;                    North         East    Units  Estimated Accuracy
 CM1178;SPC AL E     -   215,040.      213,370.      MT  (+/- 180 meters Scaled)
 CM1178
 CM1178                          SUPERSEDED SURVEY CONTROL
 CM1178
 CM1178  NGVD 29 (??/??/92)  128.79   (m)          422.5    (f) COMPUTED    2 0
 CM1178
 CM1178.Superseded values are not recommended for survey control.
 CM1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1178.See file dsdata.txt to determine how the superseded data were derived.
 CM1178
 CM1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA230899(NAD 83)
 CM1178_MARKER: DB = BENCH MARK DISK
 CM1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1178_STAMPING: C 69 1934
 CM1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1178+STABILITY: SURFACE MOTION
 CM1178
 CM1178  HISTORY     - Date     Condition        Report By
 CM1178  HISTORY     - 1934     MONUMENTED       CGS
 CM1178  HISTORY     - 1970     MARK NOT FOUND   USGS
 CM1178
 CM1178                          STATION DESCRIPTION
 CM1178
 CM1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1178'0.8 MI N FROM TUSKEGEE.
 CM1178'C-69 IS LOCATED 0.8 OF A MILE NORTH OF THE TUSKEGEE RAILROAD
 CM1178'DEPOT AT TUSKEGEE, 40.5 FEET NORTHWEST OF A CROSSING (ROAD),
 CM1178'18.4 FEET WEST OF WEST RAIL OF TRACK, 15.5 FEET NORTHEAST OF
 CM1178'CENTERLINE OF A ROAD.  STANDARD TABLET SET IN TOP OF CONCRETE
 CM1178'POST 4 INCHES HIGH.
 CM1178
 CM1178                          STATION RECOVERY (1970)
 CM1178
 CM1178'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM1178'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0875 ***********************************************************************
 BT0875  DESIGNATION -  C 70
 BT0875  PID         -  BT0875
 BT0875  STATE/COUNTY-  AL/DALE
 BT0875  USGS QUAD   -  ECHO (1979)
 BT0875
 BT0875                         *CURRENT SURVEY CONTROL
 BT0875  ___________________________________________________________________
 BT0875* NAD 83(1986)-  31 27 44.     (N)    085 28 35.     (W)     SCALED    
 BT0875* NAVD 88     -       131.953  (meters)     432.92   (feet)  ADJUSTED  
 BT0875  ___________________________________________________________________
 BT0875  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 BT0875  DYNAMIC HT  -         131.793 (meters)     432.39  (feet)  COMP
 BT0875  MODELED GRAV-     979,423.5   (mgal)                       NAVD 88
 BT0875
 BT0875  VERT ORDER  -  SECOND    CLASS 0
 BT0875
 BT0875.The horizontal coordinates were scaled from a topographic map and have
 BT0875.an estimated accuracy of +/- 6 seconds.
 BT0875
 BT0875.The orthometric height was determined by differential leveling
 BT0875.and adjusted by the National Geodetic Survey in June 1991..
 BT0875
 BT0875.The geoid height was determined by GEOID03.
 BT0875
 BT0875.The dynamic height is computed by dividing the NAVD 88
 BT0875.geopotential number by the normal gravity value computed on the
 BT0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0875.degrees latitude (g = 980.6199 gals.).
 BT0875
 BT0875.The modeled gravity was interpolated from observed gravity values.
 BT0875
 BT0875;                    North         East    Units  Estimated Accuracy
 BT0875;SPC AL E     -   106,730.      233,920.      MT  (+/- 180 meters Scaled)
 BT0875
 BT0875                          SUPERSEDED SURVEY CONTROL
 BT0875
 BT0875  NGVD 29 (??/??/92)  132.000  (m)          433.07   (f) ADJ UNCH    2 0
 BT0875
 BT0875.Superseded values are not recommended for survey control.
 BT0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0875.See file dsdata.txt to determine how the superseded data were derived.
 BT0875
 BT0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV447818(NAD 83)
 BT0875_MARKER: DB = BENCH MARK DISK
 BT0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0875_STAMPING: C 70 1934
 BT0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0875+STABILITY: SURFACE MOTION
 BT0875
 BT0875  HISTORY     - Date     Condition        Report By
 BT0875  HISTORY     - 1934     MONUMENTED       CGS
 BT0875  HISTORY     - 1947     GOOD             NGS
 BT0875
 BT0875                          STATION DESCRIPTION
 BT0875
 BT0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 BT0875'12.7 MI E FROM OZARK.
 BT0875'12.7 MILES EAST ALONG STATE HIGHWAY 27 FROM THE COUNTY COURTHOUSE
 BT0875'AT OZARK, DALE COUNTY, 0.1 MILE EAST OF A FARMHOUSE AT A CURVE,
 BT0875'45 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY, 23 FEET
 BT0875'NORTHEAST OF THE CENTER OF A FARM GATE, 8.5 FEET NORTHEAST OF A
 BT0875'FENCE CORNER, AND 1 FOOT SOUTHEAST OF A FENCE.  A STANDARD DISK,
 BT0875'STAMPED C 70 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT0875'6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0921 ***********************************************************************
 BT0921  DESIGNATION -  C 71
 BT0921  PID         -  BT0921
 BT0921  STATE/COUNTY-  AL/HOUSTON
 BT0921  USGS QUAD   -  ASHFORD (1970)
 BT0921
 BT0921                         *CURRENT SURVEY CONTROL
 BT0921  ___________________________________________________________________
 BT0921* NAD 83(1986)-  31 10 30.     (N)    085 12 41.     (W)     SCALED    
 BT0921* NAVD 88     -        71.047  (meters)     233.09   (feet)  ADJUSTED  
 BT0921  ___________________________________________________________________
 BT0921  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BT0921  DYNAMIC HT  -          70.958 (meters)     232.80  (feet)  COMP
 BT0921  MODELED GRAV-     979,389.8   (mgal)                       NAVD 88
 BT0921
 BT0921  VERT ORDER  -  SECOND    CLASS 0
 BT0921
 BT0921.The horizontal coordinates were scaled from a topographic map and have
 BT0921.an estimated accuracy of +/- 6 seconds.
 BT0921
 BT0921.The orthometric height was determined by differential leveling
 BT0921.and adjusted by the National Geodetic Survey in June 1991..
 BT0921
 BT0921.The geoid height was determined by GEOID03.
 BT0921
 BT0921.The dynamic height is computed by dividing the NAVD 88
 BT0921.geopotential number by the normal gravity value computed on the
 BT0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0921.degrees latitude (g = 980.6199 gals.).
 BT0921
 BT0921.The modeled gravity was interpolated from observed gravity values.
 BT0921
 BT0921;                    North         East    Units  Estimated Accuracy
 BT0921;SPC AL E     -    75,000.      259,290.      MT  (+/- 180 meters Scaled)
 BT0921
 BT0921                          SUPERSEDED SURVEY CONTROL
 BT0921
 BT0921  NGVD 29 (??/??/92)   71.152  (m)          233.44   (f) ADJ UNCH    2 0
 BT0921
 BT0921.Superseded values are not recommended for survey control.
 BT0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0921.See file dsdata.txt to determine how the superseded data were derived.
 BT0921
 BT0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV704503(NAD 83)
 BT0921_MARKER: DB = BENCH MARK DISK
 BT0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0921_STAMPING: C 71 1934
 BT0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0921+STABILITY: SURFACE MOTION
 BT0921
 BT0921  HISTORY     - Date     Condition        Report By
 BT0921  HISTORY     - 1934     MONUMENTED       CGS
 BT0921  HISTORY     - 1953     GOOD             NGS
 BT0921  HISTORY     - 1970     MARK NOT FOUND   USGS
 BT0921
 BT0921                          STATION DESCRIPTION
 BT0921
 BT0921'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BT0921'1.6 MI SE FROM ASHFORD.
 BT0921'ABOUT 1.6 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD
 BT0921'FROM THE STATION AT ASHFORD, ABOUT 0.15 MILE EAST OF MILE POST
 BT0921'S 280-N 771, AT A NORTH-SOUTH ROAD CROSSING, 26.8 FEET SOUTH OF
 BT0921'SOUTH RAIL, 29 FEET WEST OF CENTER LINE OF ROAD SOUTH, 9.2 FEET
 BT0921'SOUTHWEST OF TELEPHONE POLE NO. M 495 F, 101 FEET NORTH OF CENTER
 BT0921'LINE OF U.S. HIGHWAY 84, 24 1/2 FEET SOUTHWEST OF WEST END OF A
 BT0921'24-INCH PIPE CULVERT UNDER ROAD SOUTH, 79 1/2 FEET NORTHWEST OF
 BT0921'CENTER OF WEST END OF A 15-INCH CORRUGATED PIPE CULVERT WITH HEAD
 BT0921'WALLS UNDER ROAD SOUTH, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET
 BT0921'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BT0921
 BT0921                          STATION RECOVERY (1970)
 BT0921
 BT0921'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BT0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1507 ***********************************************************************
 BU1507  DESIGNATION -  C 9
 BU1507  PID         -  BU1507
 BU1507  STATE/COUNTY-  AL/WASHINGTON
 BU1507  USGS QUAD   -  PRESTWICK (1983)
 BU1507
 BU1507                         *CURRENT SURVEY CONTROL
 BU1507  ___________________________________________________________________
 BU1507* NAD 83(1986)-  31 26 29.     (N)    087 59 37.     (W)     SCALED    
 BU1507* NAVD 88     -        10.006  (meters)      32.83   (feet)  ADJUSTED  
 BU1507  ___________________________________________________________________
 BU1507  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BU1507  DYNAMIC HT  -           9.993 (meters)      32.79  (feet)  COMP
 BU1507  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 BU1507
 BU1507  VERT ORDER  -  FIRST     CLASS II
 BU1507
 BU1507.The horizontal coordinates were scaled from a topographic map and have
 BU1507.an estimated accuracy of +/- 6 seconds.
 BU1507
 BU1507.The orthometric height was determined by differential leveling
 BU1507.and adjusted by the National Geodetic Survey in June 1991..
 BU1507
 BU1507.The geoid height was determined by GEOID03.
 BU1507
 BU1507.The dynamic height is computed by dividing the NAVD 88
 BU1507.geopotential number by the normal gravity value computed on the
 BU1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1507.degrees latitude (g = 980.6199 gals.).
 BU1507
 BU1507.The modeled gravity was interpolated from observed gravity values.
 BU1507
 BU1507;                    North         East    Units  Estimated Accuracy
 BU1507;SPC AL W     -   159,890.      553,080.      MT  (+/- 180 meters Scaled)
 BU1507
 BU1507                          SUPERSEDED SURVEY CONTROL
 BU1507
 BU1507  NGVD 29 (??/??/92)    9.991  (m)           32.78   (f) ADJ UNCH    1 2
 BU1507
 BU1507.Superseded values are not recommended for survey control.
 BU1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1507.See file dsdata.txt to determine how the superseded data were derived.
 BU1507
 BU1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV055789(NAD 83)
 BU1507_MARKER: DB = BENCH MARK DISK
 BU1507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1507_STAMPING: C 9 ELEV 32.851 FT.
 BU1507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1507+STABILITY: SURFACE MOTION
 BU1507
 BU1507  HISTORY     - Date     Condition        Report By
 BU1507  HISTORY     - UNK      MONUMENTED       CGS
 BU1507  HISTORY     - 1951     GOOD             NGS
 BU1507  HISTORY     - 1976     MARK NOT FOUND   USGS
 BU1507
 BU1507                          STATION DESCRIPTION
 BU1507
 BU1507'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1507'IN WAGAR.
 BU1507'AT WAGAR, ALONG THE SOUTHERN RAILWAY, 24 FEET NORTHEAST OF MILE POST
 BU1507'95, 17 1/2 FEET NORTHWEST OF NORTHWEST RAIL OF MAIN TRACK, 57 FEET
 BU1507'SOUTHWEST OF SOUTH CORNER OF STATION, 72 FEET NORTHEAST OF A MAIL
 BU1507'HOOK, 92 FEET NORTH-NORTHEAST OF CENTER OF CROSSING OF A DIRT ROAD,
 BU1507'25.2 FEET SOUTHWEST OF A TELEPHONE POLE, 16 FEET SOUTHWEST OF
 BU1507'NORTHWEST END OF A 15-INCH PIPE CULVERT UNDER TRACK, 1 FOOT SOUTHWEST
 BU1507'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET
 BU1507'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BU1507
 BU1507                          STATION RECOVERY (1976)
 BU1507
 BU1507'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BU1507'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0568 ***********************************************************************
 BT0568  DESIGNATION -  C 900 16
 BT0568  PID         -  BT0568
 BT0568  STATE/COUNTY-  AL/BARBOUR
 BT0568  USGS QUAD   -  EUFAULA NORTH (1968)
 BT0568
 BT0568                         *CURRENT SURVEY CONTROL
 BT0568  ___________________________________________________________________
 BT0568* NAD 83(1986)-  31 53 35.     (N)    085 08 44.     (W)     SCALED    
 BT0568* NAVD 88     -        82.343  (meters)     270.15   (feet)  ADJUSTED  
 BT0568  ___________________________________________________________________
 BT0568  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BT0568  DYNAMIC HT  -          82.248 (meters)     269.84  (feet)  COMP
 BT0568  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 BT0568
 BT0568  VERT ORDER  -  SECOND    CLASS 0
 BT0568
 BT0568.The horizontal coordinates were scaled from a topographic map and have
 BT0568.an estimated accuracy of +/- 6 seconds.
 BT0568
 BT0568.The orthometric height was determined by differential leveling
 BT0568.and adjusted by the National Geodetic Survey in June 1991..
 BT0568
 BT0568.The geoid height was determined by GEOID03.
 BT0568
 BT0568.The dynamic height is computed by dividing the NAVD 88
 BT0568.geopotential number by the normal gravity value computed on the
 BT0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0568.degrees latitude (g = 980.6199 gals.).
 BT0568
 BT0568.The modeled gravity was interpolated from observed gravity values.
 BT0568
 BT0568;                    North         East    Units  Estimated Accuracy
 BT0568;SPC AL E     -   154,650.      265,060.      MT  (+/- 180 meters Scaled)
 BT0568
 BT0568                          SUPERSEDED SURVEY CONTROL
 BT0568
 BT0568  NGVD 29 (??/??/92)   82.388  (m)          270.30   (f) ADJ UNCH    2 0
 BT0568
 BT0568.Superseded values are not recommended for survey control.
 BT0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0568.See file dsdata.txt to determine how the superseded data were derived.
 BT0568
 BT0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA753300(NAD 83)
 BT0568_MARKER: DD = SURVEY DISK
 BT0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0568_STAMPING: TRAVERSE USED C 900 16 1943
 BT0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0568+STABILITY: SURFACE MOTION
 BT0568
 BT0568  HISTORY     - Date     Condition        Report By
 BT0568  HISTORY     - 1943     MONUMENTED       DOD
 BT0568  HISTORY     - 1952     GOOD             NGS
 BT0568  HISTORY     - 1987     GOOD             USPSQD
 BT0568
 BT0568                          STATION DESCRIPTION
 BT0568
 BT0568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0568'AT EUFAULA.
 BT0568'AT EUFAULA, AT THE INTERSECTION OF U.S. HIGHWAY 241 LEADING
 BT0568'NORTHSOUTH AND U.S. HIGHWAY 82 (BROAD STREET) LEADING EAST, AT
 BT0568'THE CONFEDERATE MONUMENT, 6 FEET EAST OF NORTHEAST CORNER OF STONE
 BT0568'FOUNDATION OF MONUMENT, 1 1/2 FEET SOUTHWEST OF GRANITE GUARD RAIL
 BT0568'POST OF RETAINING WALL AROUND MONUMENT AND SET IN THE TOP OF
 BT0568'A CONCRETE POST PROJECTING 2 INCHES.
 BT0568
 BT0568                          STATION RECOVERY (1987)
 BT0568
 BT0568'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BT0568'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0563 ***********************************************************************
 BT0563  DESIGNATION -  C 900 24
 BT0563  PID         -  BT0563
 BT0563  STATE/COUNTY-  AL/BARBOUR
 BT0563  USGS QUAD   -  EUFAULA NORTH (1968)
 BT0563
 BT0563                         *CURRENT SURVEY CONTROL
 BT0563  ___________________________________________________________________
 BT0563* NAD 83(1986)-  31 54 33.     (N)    085 08 56.     (W)     SCALED    
 BT0563* NAVD 88     -        69.882  (meters)     229.27   (feet)  ADJUSTED  
 BT0563  ___________________________________________________________________
 BT0563  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BT0563  DYNAMIC HT  -          69.801 (meters)     229.01  (feet)  COMP
 BT0563  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 BT0563
 BT0563  VERT ORDER  -  SECOND    CLASS 0
 BT0563
 BT0563.The horizontal coordinates were scaled from a topographic map and have
 BT0563.an estimated accuracy of +/- 6 seconds.
 BT0563
 BT0563.The orthometric height was determined by differential leveling
 BT0563.and adjusted by the National Geodetic Survey in June 1991..
 BT0563
 BT0563.The geoid height was determined by GEOID03.
 BT0563
 BT0563.The dynamic height is computed by dividing the NAVD 88
 BT0563.geopotential number by the normal gravity value computed on the
 BT0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0563.degrees latitude (g = 980.6199 gals.).
 BT0563
 BT0563.The modeled gravity was interpolated from observed gravity values.
 BT0563
 BT0563;                    North         East    Units  Estimated Accuracy
 BT0563;SPC AL E     -   156,440.      264,740.      MT  (+/- 180 meters Scaled)
 BT0563
 BT0563                          SUPERSEDED SURVEY CONTROL
 BT0563
 BT0563  NGVD 29 (??/??/92)   69.927  (m)          229.42   (f) ADJ UNCH    2 0
 BT0563
 BT0563.Superseded values are not recommended for survey control.
 BT0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0563.See file dsdata.txt to determine how the superseded data were derived.
 BT0563
 BT0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA750318(NAD 83)
 BT0563_MARKER: DD = SURVEY DISK
 BT0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0563_STAMPING: C 900 24
 BT0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0563+STABILITY: SURFACE MOTION
 BT0563
 BT0563  HISTORY     - Date     Condition        Report By
 BT0563  HISTORY     - UNK      MONUMENTED       DOD
 BT0563  HISTORY     - 1952     GOOD             NGS
 BT0563
 BT0563                          STATION DESCRIPTION
 BT0563
 BT0563'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0563'1.2 MI N FROM EUFAULA.
 BT0563'ABOUT 1.2 MILES NORTH ALONG U.S. HIGHWAY 82 AND 241 FROM THE
 BT0563'CONFEDERATE MONUMENT AND JUNCTION OF U.S. HIGHWAY 82 LEADING EAST
 BT0563'AT EUFAULA, ABOUT 0.1 MILE SOUTH OF JUNCTION OF U.S. HIGHWAY 82
 BT0563'LEADING WEST, AT THE SOUTH END OF HIGHWAY OVERPASS OVER THE CENTRAL
 BT0563'OF GEORGIA RAILWAY, ON FILL OF OVERPASS, 4 FEET SOUTHWEST OF
 BT0563'SOUTHWEST CORNER OF SOUTH END OF WEST CONCRETE BANISTER OF
 BT0563'OVERPASS BRIDGE, 14 FEET WEST OF CENTER LINE OF HIGHWAY, 3 FEET
 BT0563'SOUTH OF SOUTH FACE OF CONCRETE ABUTMENT AND SET IN THE TOP OF A 6
 BT0563'INCH CONCRETE FILLED IRON PIPE PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1774 ***********************************************************************
 DH1774  DESIGNATION -  C 94
 DH1774  PID         -  DH1774
 DH1774  STATE/COUNTY-  AL/LAMAR
 DH1774  USGS QUAD   -  GUIN (1967)
 DH1774
 DH1774                         *CURRENT SURVEY CONTROL
 DH1774  ___________________________________________________________________
 DH1774* NAD 83(1986)-  33 57 17.     (N)    087 57 36.     (W)     SCALED    
 DH1774* NAVD 88     -       120.601  (meters)     395.67   (feet)  ADJUSTED  
 DH1774  ___________________________________________________________________
 DH1774  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 DH1774  DYNAMIC HT  -         120.477 (meters)     395.26  (feet)  COMP
 DH1774  MODELED GRAV-     979,607.9   (mgal)                       NAVD 88
 DH1774
 DH1774  VERT ORDER  -  SECOND    CLASS 0
 DH1774
 DH1774.The horizontal coordinates were scaled from a topographic map and have
 DH1774.an estimated accuracy of +/- 6 seconds.
 DH1774
 DH1774.The orthometric height was determined by differential leveling
 DH1774.and adjusted by the National Geodetic Survey in June 1991..
 DH1774
 DH1774.The geoid height was determined by GEOID03.
 DH1774
 DH1774.The dynamic height is computed by dividing the NAVD 88
 DH1774.geopotential number by the normal gravity value computed on the
 DH1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1774.degrees latitude (g = 980.6199 gals.).
 DH1774
 DH1774.The modeled gravity was interpolated from observed gravity values.
 DH1774
 DH1774;                    North         East    Units  Estimated Accuracy
 DH1774;SPC AL W     -   438,590.      557,480.      MT  (+/- 180 meters Scaled)
 DH1774
 DH1774                          SUPERSEDED SURVEY CONTROL
 DH1774
 DH1774  NGVD 29 (??/??/92)  120.551  (m)          395.51   (f) ADJ UNCH    2 0
 DH1774
 DH1774.Superseded values are not recommended for survey control.
 DH1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1774.See file dsdata.txt to determine how the superseded data were derived.
 DH1774
 DH1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC112575(NAD 83)
 DH1774_MARKER: DB = BENCH MARK DISK
 DH1774_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1774_SP_SET: CULVERT
 DH1774_STAMPING: C 94 1935
 DH1774_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1774
 DH1774  HISTORY     - Date     Condition        Report By
 DH1774  HISTORY     - 1935     MONUMENTED       CGS
 DH1774  HISTORY     - 1944     GOOD             SLSFRR
 DH1774
 DH1774                          STATION DESCRIPTION
 DH1774
 DH1774'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1774'2.7 MI W FROM GUIN.
 DH1774'IN LEMAR COUNTY, 2.7 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO
 DH1774'RAILWAY FROM THE STATION AT GUIN, MARION COUNTY, ONE POLE EAST OF POLE
 DH1774'645/25, 10 FEET NORTH OF THE CENTERLINE OF STATE HIGHWAY 19, AT A
 DH1774'LARGE CONCRETE CULVERT, IN THE TOP OF THE WEST END OF THE SOUTH
 DH1774'HEADWALL, 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD
 DH1774'DISK, STAMPED C 94 1935.
 DH1774
 DH1774                          STATION RECOVERY (1944)
 DH1774
 DH1774'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DH1774'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1758 ***********************************************************************
 DH1758  DESIGNATION -  C 95
 DH1758  PID         -  DH1758
 DH1758  STATE/COUNTY-  AL/WALKER
 DH1758  USGS QUAD   -  CARBON HILL (1983)
 DH1758
 DH1758                         *CURRENT SURVEY CONTROL
 DH1758  ___________________________________________________________________
 DH1758* NAD 83(1986)-  33 53 34.     (N)    087 32 09.     (W)     SCALED    
 DH1758* NAVD 88     -       129.814  (meters)     425.90   (feet)  ADJUSTED  
 DH1758  ___________________________________________________________________
 DH1758  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 DH1758  DYNAMIC HT  -         129.681 (meters)     425.46  (feet)  COMP
 DH1758  MODELED GRAV-     979,606.1   (mgal)                       NAVD 88
 DH1758
 DH1758  VERT ORDER  -  SECOND    CLASS 0
 DH1758
 DH1758.The horizontal coordinates were scaled from a topographic map and have
 DH1758.an estimated accuracy of +/- 6 seconds.
 DH1758
 DH1758.The orthometric height was determined by differential leveling
 DH1758.and adjusted by the National Geodetic Survey in June 1991..
 DH1758
 DH1758.The geoid height was determined by GEOID03.
 DH1758
 DH1758.The dynamic height is computed by dividing the NAVD 88
 DH1758.geopotential number by the normal gravity value computed on the
 DH1758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1758.degrees latitude (g = 980.6199 gals.).
 DH1758
 DH1758.The modeled gravity was interpolated from observed gravity values.
 DH1758
 DH1758;                    North         East    Units  Estimated Accuracy
 DH1758;SPC AL W     -   431,630.      596,690.      MT  (+/- 180 meters Scaled)
 DH1758
 DH1758                          SUPERSEDED SURVEY CONTROL
 DH1758
 DH1758  NGVD 29 (??/??/92)  129.783  (m)          425.80   (f) ADJ UNCH    2 0
 DH1758
 DH1758.Superseded values are not recommended for survey control.
 DH1758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1758.See file dsdata.txt to determine how the superseded data were derived.
 DH1758
 DH1758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC504503(NAD 83)
 DH1758_MARKER: DB = BENCH MARK DISK
 DH1758_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1758_SP_SET: CONCRETE BASE
 DH1758_STAMPING: C 95 1935
 DH1758_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1758
 DH1758  HISTORY     - Date     Condition        Report By
 DH1758  HISTORY     - 1935     MONUMENTED       CGS
 DH1758  HISTORY     - 1944     GOOD             SLSFRR
 DH1758
 DH1758                          STATION DESCRIPTION
 DH1758
 DH1758'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1758'IN CARBON HILL.
 DH1758'AT CARBON HILL, WALKER COUNTY, ABOUT 1/4 MILE NORTHWEST OF THE ST.
 DH1758'LOUIS-SAN FRANCISCO RAILWAY STATION, TWO POLES SOUTH OF POLE 674/15,
 DH1758'AT THE CONCRETE PIER OF A COAL CHUTE, IN THE TOP OF THE NORTH END OF
 DH1758'THE CONCRETE BASE OF THE PIER, 30 FEET WEST OF THE CENTERLINE OF THE
 DH1758'MAIN TRACK, AND 10 FEET WEST OF THE CENTERLINE OF THE TRACK, UNDER THE
 DH1758'COAL CHUTE.  A STANDARD DISK, STAMPED C 95 1935.
 DH1758
 DH1758                          STATION RECOVERY (1944)
 DH1758
 DH1758'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DH1758'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1555 ***********************************************************************
 DH1555  DESIGNATION -  C 96
 DH1555  PID         -  DH1555
 DH1555  STATE/COUNTY-  AL/WALKER
 DH1555  USGS QUAD   -  NAUVOO (1981)
 DH1555
 DH1555                         *CURRENT SURVEY CONTROL
 DH1555  ___________________________________________________________________
 DH1555* NAD 83(1986)-  33 56 06.     (N)    087 27 26.     (W)     SCALED    
 DH1555* NAVD 88     -       184.630  (meters)     605.74   (feet)  ADJUSTED  
 DH1555  ___________________________________________________________________
 DH1555  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 DH1555  DYNAMIC HT  -         184.439 (meters)     605.11  (feet)  COMP
 DH1555  MODELED GRAV-     979,600.8   (mgal)                       NAVD 88
 DH1555
 DH1555  VERT ORDER  -  SECOND    CLASS 0
 DH1555
 DH1555.The horizontal coordinates were scaled from a topographic map and have
 DH1555.an estimated accuracy of +/- 6 seconds.
 DH1555
 DH1555.The orthometric height was determined by differential leveling
 DH1555.and adjusted by the National Geodetic Survey in June 1991..
 DH1555
 DH1555.The geoid height was determined by GEOID03.
 DH1555
 DH1555.The dynamic height is computed by dividing the NAVD 88
 DH1555.geopotential number by the normal gravity value computed on the
 DH1555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1555.degrees latitude (g = 980.6199 gals.).
 DH1555
 DH1555.The modeled gravity was interpolated from observed gravity values.
 DH1555
 DH1555;                    North         East    Units  Estimated Accuracy
 DH1555;SPC AL W     -   436,310.      603,960.      MT  (+/- 180 meters Scaled)
 DH1555
 DH1555                          SUPERSEDED SURVEY CONTROL
 DH1555
 DH1555  NGVD 29 (??/??/92)  184.593  (m)          605.62   (f) ADJ UNCH    2 0
 DH1555
 DH1555.Superseded values are not recommended for survey control.
 DH1555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1555.See file dsdata.txt to determine how the superseded data were derived.
 DH1555
 DH1555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC577550(NAD 83)
 DH1555_MARKER: DB = BENCH MARK DISK
 DH1555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1555_STAMPING: C-96 1935
 DH1555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1555+STABILITY: SURFACE MOTION
 DH1555
 DH1555  HISTORY     - Date     Condition        Report By
 DH1555  HISTORY     - 1935     MONUMENTED       CGS
 DH1555
 DH1555                          STATION DESCRIPTION
 DH1555
 DH1555'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1555'1.0 MI NW FROM PROSPECT.
 DH1555'ALONG THE SOUTHERN RAILROAD, 45 FEET NORTH OF THE CENTERLINE OF THE
 DH1555'TRACK, 15 FEET EAST OF THE RAILROAD CROSSING, AND 10 FEET EAST OF A
 DH1555'MAIL BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1527 ***********************************************************************
 DH1527  DESIGNATION -  C 97
 DH1527  PID         -  DH1527
 DH1527  STATE/COUNTY-  AL/WALKER
 DH1527  USGS QUAD   -  DORA (1983)
 DH1527
 DH1527                         *CURRENT SURVEY CONTROL
 DH1527  ___________________________________________________________________
 DH1527* NAD 83(1986)-  33 40 13.     (N)    087 04 00.     (W)     SCALED    
 DH1527* NAVD 88     -       131.301  (meters)     430.78   (feet)  ADJUSTED  
 DH1527  ___________________________________________________________________
 DH1527  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DH1527  DYNAMIC HT  -         131.162 (meters)     430.32  (feet)  COMP
 DH1527  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 DH1527
 DH1527  VERT ORDER  -  SECOND    CLASS 0
 DH1527
 DH1527.The horizontal coordinates were scaled from a topographic map and have
 DH1527.an estimated accuracy of +/- 6 seconds.
 DH1527
 DH1527.The orthometric height was determined by differential leveling
 DH1527.and adjusted by the National Geodetic Survey in June 1991..
 DH1527
 DH1527.The geoid height was determined by GEOID03.
 DH1527
 DH1527.The dynamic height is computed by dividing the NAVD 88
 DH1527.geopotential number by the normal gravity value computed on the
 DH1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1527.degrees latitude (g = 980.6199 gals.).
 DH1527
 DH1527.The modeled gravity was interpolated from observed gravity values.
 DH1527
 DH1527;                    North         East    Units  Estimated Accuracy
 DH1527;SPC AL W     -   407,030.      640,190.      MT  (+/- 180 meters Scaled)
 DH1527
 DH1527                          SUPERSEDED SURVEY CONTROL
 DH1527
 DH1527  NGVD 29 (??/??/92)  131.277  (m)          430.70   (f) ADJ UNCH    2 0
 DH1527
 DH1527.Superseded values are not recommended for survey control.
 DH1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1527.See file dsdata.txt to determine how the superseded data were derived.
 DH1527
 DH1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC938256(NAD 83)
 DH1527_MARKER: DB = BENCH MARK DISK
 DH1527_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1527_SP_SET: PIER
 DH1527_STAMPING: C 97 1935
 DH1527_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1527
 DH1527  HISTORY     - Date     Condition        Report By
 DH1527  HISTORY     - 1935     MONUMENTED       CGS
 DH1527  HISTORY     - 1947     GOOD             NGS
 DH1527
 DH1527                          STATION DESCRIPTION
 DH1527
 DH1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1527'IN QUINTON.
 DH1527'AT QUINTON, ABOUT 0.2 MILE SOUTH ALONG THE ST. LOUIS AND SAN FRANCISCO
 DH1527'RAILWAY FROM THE STATION, SET VERTICALLY IN THE EAST FACE OF THE WEST
 DH1527'CONCRETE PIER OF AN OVERPASS CARRYING THE LOUISVILLE AND NASHVILLE
 DH1527'RAILROAD OVER THE TRACKS, 90 FEET NORTHWEST OF AND ACROSS THE TRACK
 DH1527'FROM POLE 712/30, 25 FEET WEST OF THE CENTER LINE OF THE MAIN TRACK,
 DH1527'ABOUT 4 FEET ABOVE THE GROUND AND SET IN THE APPROXIMATE CENTER OF THE
 DH1527'PIER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1655 ***********************************************************************
 DH1655  DESIGNATION -  C 98
 DH1655  PID         -  DH1655
 DH1655  STATE/COUNTY-  AL/TUSCALOOSA
 DH1655  USGS QUAD   -  NEW LEXINGTON (1981)
 DH1655
 DH1655                         *CURRENT SURVEY CONTROL
 DH1655  ___________________________________________________________________
 DH1655* NAD 83(1986)-  33 34 28.     (N)    087 39 30.     (W)     SCALED    
 DH1655* NAVD 88     -        99.696  (meters)     327.09   (feet)  ADJUSTED  
 DH1655  ___________________________________________________________________
 DH1655  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DH1655  DYNAMIC HT  -          99.591 (meters)     326.74  (feet)  COMP
 DH1655  MODELED GRAV-     979,581.1   (mgal)                       NAVD 88
 DH1655
 DH1655  VERT ORDER  -  SECOND    CLASS 0
 DH1655
 DH1655.The horizontal coordinates were scaled from a topographic map and have
 DH1655.an estimated accuracy of +/- 6 seconds.
 DH1655
 DH1655.The orthometric height was determined by differential leveling
 DH1655.and adjusted by the National Geodetic Survey in June 1991..
 DH1655
 DH1655.The geoid height was determined by GEOID03.
 DH1655
 DH1655.The dynamic height is computed by dividing the NAVD 88
 DH1655.geopotential number by the normal gravity value computed on the
 DH1655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1655.degrees latitude (g = 980.6199 gals.).
 DH1655
 DH1655.The modeled gravity was interpolated from observed gravity values.
 DH1655
 DH1655;                    North         East    Units  Estimated Accuracy
 DH1655;SPC AL W     -   396,330.      585,300.      MT  (+/- 180 meters Scaled)
 DH1655
 DH1655                          SUPERSEDED SURVEY CONTROL
 DH1655
 DH1655  NGVD 29 (??/??/92)   99.669  (m)          327.00   (f) ADJ UNCH    2 0
 DH1655
 DH1655.Superseded values are not recommended for survey control.
 DH1655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1655.See file dsdata.txt to determine how the superseded data were derived.
 DH1655
 DH1655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC389151(NAD 83)
 DH1655_MARKER: DB = BENCH MARK DISK
 DH1655_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1655_SP_SET: BRIDGE ABUTMENT
 DH1655_STAMPING: C-98 1935
 DH1655_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1655
 DH1655  HISTORY     - Date     Condition        Report By
 DH1655  HISTORY     - 1935     MONUMENTED       CGS
 DH1655  HISTORY     - 1946     GOOD             NGS
 DH1655
 DH1655                          STATION DESCRIPTION
 DH1655
 DH1655'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1655'7.2 MI S FROM BANKSTON.
 DH1655'ALONG STATE HIGHWAY NO. 13, AT THE FOOT OF A SLOPE OF HILLS TO BOTH
 DH1655'THE NORTH AND TO THE SOUTH, IN THE NORTHEAST ABUTMENT OF A CONCRETE
 DH1655'BRIDGE.  NOTE-- MARK IS IN THE TOP OF THE EAST END OF THE NORTH
 DH1655'ABUTMENT OF A 75 FOOT CONCRETE BRIDGE.  12 FEET EAST OF AND ABOUT
 DH1655'LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
 DH1655
 DH1655                          STATION RECOVERY (1946)
 DH1655
 DH1655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH1655'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2826 ***********************************************************************
 DH2826  DESIGNATION -  C 98 RESET
 DH2826  PID         -  DH2826
 DH2826  STATE/COUNTY-  AL/TUSCALOOSA
 DH2826  USGS QUAD   -  NEW LEXINGTON (1981)
 DH2826
 DH2826                         *CURRENT SURVEY CONTROL
 DH2826  ___________________________________________________________________
 DH2826* NAD 83(1986)-  33 34 28.     (N)    087 39 30.     (W)     SCALED    
 DH2826* NAVD 88     -        99.97   (meters)     328.0    (feet)  RESET     
 DH2826  ___________________________________________________________________
 DH2826  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DH2826
 DH2826  VERT ORDER  -  THIRD
 DH2826
 DH2826.The horizontal coordinates were scaled from a topographic map and have
 DH2826.an estimated accuracy of +/- 6 seconds.
 DH2826
 DH2826.The orthometric height was computed from unverified reset data.
 DH2826.No vertical observational check was made to the station.
 DH2826
 DH2826.The geoid height was determined by GEOID03.
 DH2826
 DH2826;                    North         East    Units  Estimated Accuracy
 DH2826;SPC AL W     -   396,330.      585,300.      MT  (+/- 180 meters Scaled)
 DH2826
 DH2826                          SUPERSEDED SURVEY CONTROL
 DH2826
 DH2826  NGVD 29 (11/20/03)   99.95   (m)          327.9    (f) RESET       3  
 DH2826
 DH2826.Superseded values are not recommended for survey control.
 DH2826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2826.See file dsdata.txt to determine how the superseded data were derived.
 DH2826
 DH2826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC389151(NAD 83)
 DH2826_MARKER: DV = VERTICAL CONTROL DISK
 DH2826_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH2826_SP_SET: BRIDGE ABUTMENT
 DH2826_STAMPING: C 98 RESET 1981
 DH2826_MARK LOGO: NGS   
 DH2826_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2826_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2826
 DH2826  HISTORY     - Date     Condition        Report By
 DH2826  HISTORY     - 1981     MONUMENTED       NGS
 DH2826
 DH2826                          STATION DESCRIPTION
 DH2826
 DH2826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DH2826'0.2 MI (0.3 KM) SOUTH OF FAYETTE COUNTY LINE ALONG U.S. 43 AT THE
 DH2826'FOOT OF A SLOPE BETWEEN HILLS AT A 77-FOOT CONCRETE BRIDGE, MILEPOST
 DH2826'229.2, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT 15 FT (4.6 M)
 DH2826'EAST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE BRIDGE
 DH2826'CURB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1575 ***********************************************************************
 DH1575  DESIGNATION -  C 99
 DH1575  PID         -  DH1575
 DH1575  STATE/COUNTY-  AL/WALKER
 DH1575  USGS QUAD   -  OAKMAN (1981)
 DH1575
 DH1575                         *CURRENT SURVEY CONTROL
 DH1575  ___________________________________________________________________
 DH1575* NAD 83(1986)-  33 42 40.     (N)    087 23 05.     (W)     SCALED    
 DH1575* NAVD 88     -       100.794  (meters)     330.69   (feet)  ADJUSTED  
 DH1575  ___________________________________________________________________
 DH1575  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 DH1575  DYNAMIC HT  -         100.690 (meters)     330.35  (feet)  COMP
 DH1575  MODELED GRAV-     979,600.8   (mgal)                       NAVD 88
 DH1575
 DH1575  VERT ORDER  -  SECOND    CLASS 0
 DH1575
 DH1575.The horizontal coordinates were scaled from a topographic map and have
 DH1575.an estimated accuracy of +/- 6 seconds.
 DH1575
 DH1575.The orthometric height was determined by differential leveling
 DH1575.and adjusted by the National Geodetic Survey in June 1991..
 DH1575
 DH1575.The geoid height was determined by GEOID03.
 DH1575
 DH1575.The dynamic height is computed by dividing the NAVD 88
 DH1575.geopotential number by the normal gravity value computed on the
 DH1575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1575.degrees latitude (g = 980.6199 gals.).
 DH1575
 DH1575.The modeled gravity was interpolated from observed gravity values.
 DH1575
 DH1575;                    North         East    Units  Estimated Accuracy
 DH1575;SPC AL W     -   411,480.      610,690.      MT  (+/- 180 meters Scaled)
 DH1575
 DH1575                          SUPERSEDED SURVEY CONTROL
 DH1575
 DH1575  NGVD 29 (??/??/92)  100.769  (m)          330.61   (f) ADJ UNCH    2 0
 DH1575
 DH1575.Superseded values are not recommended for survey control.
 DH1575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1575.See file dsdata.txt to determine how the superseded data were derived.
 DH1575
 DH1575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC643301(NAD 83)
 DH1575_MARKER: DB = BENCH MARK DISK
 DH1575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1575_STAMPING: C 99 1935
 DH1575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1575+STABILITY: SURFACE MOTION
 DH1575
 DH1575  HISTORY     - Date     Condition        Report By
 DH1575  HISTORY     - 1935     MONUMENTED       CGS
 DH1575
 DH1575                          STATION DESCRIPTION
 DH1575
 DH1575'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1575'IN OAKMAN.
 DH1575'AT OAKMAN, WALKER COUNTY, ON THE SOUTHERN RAILWAY, 280 FEET EAST OF
 DH1575'THE STATION, 40 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 10
 DH1575'FEET NORTH OF THE CENTERLINE OF A SIDE TRACK.  A STANDARD DISK,
 DH1575'STAMPED C 99 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2173 ***********************************************************************
 BH2173  DESIGNATION -  CADDY
 BH2173  PID         -  BH2173
 BH2173  STATE/COUNTY-  AL/MOBILE
 BH2173  USGS QUAD   -  GRAND BAY (1986)
 BH2173
 BH2173                         *CURRENT SURVEY CONTROL
 BH2173  ___________________________________________________________________
 BH2173* NAD 83(1992)-  30 24 01.82960(N)    088 20 37.37639(W)     ADJUSTED  
 BH2173* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2173  ___________________________________________________________________
 BH2173  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 BH2173  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 BH2173
 BH2173  HORZ ORDER  -  THIRD
 BH2173
 BH2173.The horizontal coordinates were established by classical geodetic methods
 BH2173.and adjusted by the National Geodetic Survey in May 1994..
 BH2173
 BH2173.The orthometric height was scaled from a topographic map.
 BH2173
 BH2173.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2173
 BH2173.The geoid height was determined by GEOID03.
 BH2173
 BH2173;                    North         East     Units Scale Factor Converg.
 BH2173;SPC AL W     -    44,697.797   518,925.854   MT  1.00001439   -0 25 37.1
 BH2173;SPC MS E     -    99,919.529   347,048.467   MT  0.99997730   +0 14 52.0
 BH2173;SPC MS E     -   327,819.32  1,138,608.18   sFT  0.99997730   +0 14 52.0
 BH2173;UTM  16      - 3,363,932.303   370,919.480   MT  0.99980555   -0 40 48.3
 BH2173
 BH2173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2173!SPC AL W     -   1.00000444  x   1.00001439  =   1.00001883
 BH2173!SPC MS E     -   1.00000444  x   0.99997730  =   0.99998174
 BH2173!UTM  16      -   1.00000444  x   0.99980555  =   0.99980998
 BH2173
 BH2173:                Primary Azimuth Mark                     Grid Az
 BH2173:SPC AL W     -  PINS 2                                   131 50 42.4
 BH2173:SPC MS E     -  PINS 2                                   131 10 13.3
 BH2173:UTM  16      -  PINS 2                                   132 05 53.6
 BH2173
 BH2173|---------------------------------------------------------------------|
 BH2173| PID    Reference Object                     Distance      Geod. Az  |
 BH2173|                                                           dddmmss.s |
 BH2173| BH2182 PINS 2                              APPROX. 4.4 KM 1312505.3 |
 BH2173| DD7629 CADDY RM 1                           22.274 METERS 27605     |
 BH2173| DD7630 CADDY RM 2                           18.413 METERS 34059     |
 BH2173|---------------------------------------------------------------------|
 BH2173
 BH2173                          SUPERSEDED SURVEY CONTROL
 BH2173
 BH2173  NAD 83(1992)-  30 24 01.83000(N)    088 20 37.37428(W) AD(       ) 3
 BH2173  NAD 83(1986)-  30 24 01.85033(N)    088 20 37.37416(W) AD(       ) 3
 BH2173  NAD 27      -  30 24 01.14100(N)    088 20 37.34300(W) AD(       ) 3
 BH2173
 BH2173.Superseded values are not recommended for survey control.
 BH2173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2173.See file dsdata.txt to determine how the superseded data were derived.
 BH2173
 BH2173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7091963932(NAD 83)
 BH2173_MARKER: DS = TRIANGULATION STATION DISK
 BH2173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2173
 BH2173  HISTORY     - Date     Condition        Report By
 BH2173  HISTORY     - 1935     MONUMENTED       CGS
 BH2173  HISTORY     - 1959     GOOD             CGS
 BH2173  HISTORY     - 1970     GOOD             NGS
 BH2173  HISTORY     - 1976     GOOD             NGS
 BH2173
 BH2173                          STATION DESCRIPTION
 BH2173
 BH2173'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2173'THE STATION IS ON THE N SHORE OF GRAND BAY ABOUT 1 MILE N OF MARSH
 BH2173'ISLAND ON POINT CADDY.
 BH2173'
 BH2173'THE STATION MARK IS 45 YARDS NE AND 50 YARDS W OF THE MEAN HIGH-WATER
 BH2173'LINE OF THE BAY, AND ABOUT 400 FEET S OF THE TREE LINE ON THE
 BH2173'POINT.
 BH2173'
 BH2173'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2173'SET IN CONCRETE.
 BH2173'
 BH2173'REFERENCE MARK NO. 1 IS 25 YARDS NE AND 70 YARDS W OF THE MEAN
 BH2173'HIGH-WATER LINE OF THE BAY.
 BH2173'
 BH2173'REFERENCE MARK NO. 2 IS 60 YARDS NE AND 65 YARDS W OF THE MEAN
 BH2173'HIGH-WATER LINE OF THE BAY.
 BH2173'
 BH2173'ALL MARKS ARE FASTENED BY MEANS OF CONCRETE TO THE UPPER END OF A
 BH2173'LONG WOODEN PILE DRIVEN INTO THE MARSH.
 BH2173
 BH2173                          STATION RECOVERY (1959)
 BH2173
 BH2173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2173'STATION AND RMS 1 AND 2 RECOVERED IN GOOD CONDITION.  DESCRIPTION IS
 BH2173'ADEQUATE AND COMPLETE.
 BH2173
 BH2173                          STATION RECOVERY (1970)
 BH2173
 BH2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WGT)
 BH2173'STATION RECOVERED AS DESCRIBED AND STATION AND REFERENCE MARKS FOUND
 BH2173'IN GOOD CONDITION.
 BH2173'
 BH2173'THE SITE WAS REACHED BY HELICOPTER AND IT CAN ALSO BE REACHED BY
 BH2173'FLOAT PLANE OR SHALLOW DRAFT BOAT.
 BH2173
 BH2173                          STATION RECOVERY (1976)
 BH2173
 BH2173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2173'STATION, REFERENCE MARKS 1 AND 2 RECOVERED IN GOOD CONDITION.  THE
 BH2173'POINT IS ABOUT THE SAME AS DESCRIBED, REFERENCE MARK NO. 1 IS 5
 BH2173'PACES ENE OF THE SE END OF A GROVE OF BUSHES.
 BH2173'
 BH2173'THE DESCRIPTION OF THE STATION IS ADEQUATE.
 BH2173'
 BH2173'STATION WAS REACHED BY BOAT.
 BH2173'
 BH2173'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2173'5 MILES S OF GRAND BAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2120 ***********************************************************************
 CN2120  DESIGNATION -  CAHABA
 CN2120  PID         -  CN2120
 CN2120  STATE/COUNTY-  AL/DALLAS
 CN2120  USGS QUAD   -  BLACKWELL BEND (1987)
 CN2120
 CN2120                         *CURRENT SURVEY CONTROL
 CN2120  ___________________________________________________________________
 CN2120* NAD 83(1986)-  32 19 10.     (N)    087 05 46.     (W)     SCALED    
 CN2120* NAVD 88     -        33.199  (meters)     108.92   (feet)  ADJUSTED  
 CN2120  ___________________________________________________________________
 CN2120  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CN2120  DYNAMIC HT  -          33.161 (meters)     108.80  (feet)  COMP
 CN2120  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 CN2120
 CN2120  VERT ORDER  -  SECOND    CLASS 0
 CN2120
 CN2120.The horizontal coordinates were scaled from a topographic map and have
 CN2120.an estimated accuracy of +/- 6 seconds.
 CN2120
 CN2120.The orthometric height was determined by differential leveling
 CN2120.and adjusted by the National Geodetic Survey in June 1991..
 CN2120
 CN2120.The geoid height was determined by GEOID03.
 CN2120
 CN2120.The dynamic height is computed by dividing the NAVD 88
 CN2120.geopotential number by the normal gravity value computed on the
 CN2120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2120.degrees latitude (g = 980.6199 gals.).
 CN2120
 CN2120.The modeled gravity was interpolated from observed gravity values.
 CN2120
 CN2120;                    North         East    Units  Estimated Accuracy
 CN2120;SPC AL W     -   257,220.      638,030.      MT  (+/- 180 meters Scaled)
 CN2120
 CN2120                          SUPERSEDED SURVEY CONTROL
 CN2120
 CN2120  NGVD 29 (??/??/92)   33.156  (m)          108.78   (f) ADJ UNCH    2 0
 CN2120
 CN2120.Superseded values are not recommended for survey control.
 CN2120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2120.See file dsdata.txt to determine how the superseded data were derived.
 CN2120
 CN2120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA909758(NAD 83)
 CN2120_MARKER: DD = SURVEY DISK
 CN2120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2120_STAMPING: BM CAHABA 1938
 CN2120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2120+STABILITY: SURFACE MOTION
 CN2120
 CN2120  HISTORY     - Date     Condition        Report By
 CN2120  HISTORY     - 1938     MONUMENTED       USE
 CN2120  HISTORY     - 1949     GOOD             NGS
 CN2120
 CN2120                          STATION DESCRIPTION
 CN2120
 CN2120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN2120'IN CAHABA.
 CN2120'AT CAHABA, ABOUT 0.25 MILE EAST ALONG A ROAD LEADING TO OLD FERRY
 CN2120'LANDING FROM THE JUNCTION OF A NORTH-SOUTH ROAD, ABOUT 0.15 MILE WEST
 CN2120'OF THE OLD FERRY LANDING AT THE JUNCTION POINT OF THE ALABAMA AND
 CN2120'CAHABA RIVERS, AT THE JUNCTION OF A FARM ROAD SOUTH, 35 FEET SOUTHEAST
 CN2120'OF THE CENTER OF THE JUNCTION, 26 FEET EAST OF THE CENTER LINE OF THE
 CN2120'ROAD SOUTH, 14 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 18 FEET WEST
 CN2120'OF THE EAST EDGE OF A SMALL CULTIVATED FIELD, 118 FEET WEST OF A POWER
 CN2120'POLE WITH TRANSFORMER, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 CN2120'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN2120'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3001 ***********************************************************************
 CN3001  DESIGNATION -  CAHABA
 CN3001  PID         -  CN3001
 CN3001  STATE/COUNTY-  AL/PERRY
 CN3001  USGS QUAD   -  HARRISBURG (1983)
 CN3001
 CN3001                         *CURRENT SURVEY CONTROL
 CN3001  ___________________________________________________________________
 CN3001* NAD 83(1992)-  32 48 07.86441(N)    087 10 23.48177(W)     ADJUSTED  
 CN3001* NAVD 88     -       176.9    (meters)     580.     (feet)  VERTCON   
 CN3001  ___________________________________________________________________
 CN3001  LAPLACE CORR-           1.42  (seconds)                    DEFLEC99
 CN3001  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CN3001
 CN3001  HORZ ORDER  -  FIRST
 CN3001
 CN3001.The horizontal coordinates were established by classical geodetic methods
 CN3001.and adjusted by the National Geodetic Survey in December 1992..
 CN3001
 CN3001.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3001.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3001
 CN3001.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3001
 CN3001.The geoid height was determined by GEOID03.
 CN3001
 CN3001;                    North         East     Units Scale Factor Converg.
 CN3001;SPC AL W     -   310,722.955   630,607.503   MT  0.99994488   +0 10 37.4
 CN3001;UTM  16      - 3,629,370.729   483,785.353   MT  0.99960324   -0 05 37.8
 CN3001
 CN3001!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3001!SPC AL W     -   0.99997678  x   0.99994488  =   0.99992166
 CN3001!UTM  16      -   0.99997678  x   0.99960324  =   0.99958003
 CN3001
 CN3001:                Primary Azimuth Mark                     Grid Az
 CN3001:SPC AL W     -  CENTERVILLE                              017 44 27.8
 CN3001:UTM  16      -  CENTERVILLE                              018 00 43.0
 CN3001
 CN3001|---------------------------------------------------------------------|
 CN3001| PID    Reference Object                     Distance      Geod. Az  |
 CN3001|                                                           dddmmss.s |
 CN3001| CN2994 CENTERVILLE                         APPROX.17.0 KM 0175505.2 |
 CN3001| CG1243 CAHABA RM 1                          26.114 METERS 11534     |
 CN3001| CN3000 CAHABA LOT                           18.196 METERS 13456     |
 CN3001| CN3014 OSBORN SOU RWY MICROWAVE            APPROX.13.1 KM 1675621.2 |
 CN3001| CG1244 CAHABA RM 2                          24.137 METERS 23130     |
 CN3001| CG1985 HEIBERGER RM 1                                     24701     |
 CN3001| CF9612 ELLARDS RM 1                                       29903     |
 CN3001|---------------------------------------------------------------------|
 CN3001
 CN3001                          SUPERSEDED SURVEY CONTROL
 CN3001
 CN3001  NAD 83(1986)-  32 48 07.87234(N)    087 10 23.48556(W) AD(       ) 1
 CN3001  NAD 27      -  32 48 07.41351(N)    087 10 23.49959(W) AD(       ) 1
 CN3001  NGVD 29 (07/19/86)  176.9    (m)          580.     (f) VERT ANG       
 CN3001
 CN3001.Superseded values are not recommended for survey control.
 CN3001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3001.See file dsdata.txt to determine how the superseded data were derived.
 CN3001
 CN3001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8378529371(NAD 83)
 CN3001_MARKER: DS = TRIANGULATION STATION DISK
 CN3001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3001_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN3001
 CN3001  HISTORY     - Date     Condition        Report By
 CN3001  HISTORY     - 1970     MONUMENTED       NGS
 CN3001
 CN3001                          STATION DESCRIPTION
 CN3001
 CN3001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 CN3001'THE STATION IS LOCATED IN THE TALLADEGA NATIONAL FOREST(OAKMULGEE
 CN3001'DIVISION) AND AT THE SITE OF THE CAHABA LOOKOUT TOWER.  IT IS 15
 CN3001'MILES NORTHEAST OF MARION, 10 MILES SOUTH OF CENTERVILLE AND 6 MILES
 CN3001'SOUTHEAST OF HARRISBURG.
 CN3001'
 CN3001'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 CN3001'HIGHWAY 219 IN THE SOUTH PART OF CENTERVILLE, GO SOUTH ON HIGHWAY
 CN3001'219 FOR 3.1 MILES TO THE JUNCTION OF COUNTY ROAD 51.  BEAR RIGHT AND
 CN3001'GO SOUTHWEST ON COUNTY ROAD 51 FOR 6.2 MILES TO A CONCRETE BRIDGE.
 CN3001'CONTINUE AHEAD ON COUNTY ROAD 51 FOR 0.6 MILE TO A FORK.  BEAR
 CN3001'RIGHT AND CONTINUE IN A SOUTHERLY DIRECTION ON A DIRT ROAD FOR 1.0
 CN3001'MILE TO A FORK.  BEAR LEFT AND GO SOUTH ON A DIRT ROAD FOR 1.5
 CN3001'MILES TO A SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD FOR
 CN3001'0.05 MILE TO THE LOOKOUT TOWER AND THE STATION.
 CN3001'
 CN3001'STATION MARKS ARE STANDARD DISKS STAMPED CAHABA 1970.  THE SURFACE
 CN3001'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN3001'FLUSH WITH THE GROUND SURFACE.  IT IS 78 FEET NORTH OF THE CENTER
 CN3001'OF THE DIRT ROAD, 62 FEET NORTHWEST OF THE NORTHEAST LEG OF THE
 CN3001'LOOKOUT TOWER, 45 FEET NORTHWEST OF THE NORTHWEST LEG OF THE
 CN3001'LOOKOUT TOWER AND 35 FEET NORTH-NORTHWEST OF A 12-INCH OAK TREE.
 CN3001'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CN3001'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CN3001'
 CN3001'REFERENCE MARK 1, A STANDARD DISK STAMPED CAHABA NO 1 1970, IS SET
 CN3001'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 CN3001'GROUND SURFACE.  IT IS 28.6 FEET NORTHEAST OF THE SOUTHEAST LEG OF
 CN3001'THE LOOKOUT TOWER, 24.6 FEET EAST OF THE NORTHEAST LEG OF THE
 CN3001'LOOKOUT TOWER, 17.3 FEET NORTH OF A POWER LINE POLE AND ABOUT 2 FEET
 CN3001'HIGHER THAN THE STATION MARK.
 CN3001'
 CN3001'REFERENCE MARK 2, A STANDARD DISK STAMPED CAHABA NO 2 1970, IS SET
 CN3001'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 CN3001'GROUND SURFACE.  IT IS 94 FEET WEST OF THE SOUTHWEST LEG OF THE
 CN3001'LOOKOUT TOWER, 29 FEET NORTH OF THE CENTER OF THE DIRT ROAD, 24
 CN3001'FEET NORTHEAST OF A 14-INCH PINE TREE AND ABOUT 4 FEET LOWER THAN
 CN3001'THE STATION.
 CN3001'
 CN3001'NOTE--NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 CN3001'
 CN3001'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2484 ***********************************************************************
 DH2484  DESIGNATION -  CAHABA
 DH2484  PID         -  DH2484
 DH2484  STATE/COUNTY-  AL/JEFFERSON
 DH2484  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 DH2484
 DH2484                         *CURRENT SURVEY CONTROL
 DH2484  ___________________________________________________________________
 DH2484* NAD 83(1992)-  33 27 36.79520(N)    086 46 36.13476(W)     ADJUSTED  
 DH2484* NAVD 88     -       354.     (meters)    1161.     (feet)  SCALED    
 DH2484  ___________________________________________________________________
 DH2484  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DH2484  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH2484
 DH2484  HORZ ORDER  -  FIRST
 DH2484
 DH2484.The horizontal coordinates were established by classical geodetic methods
 DH2484.and adjusted by the National Geodetic Survey in December 1992..
 DH2484
 DH2484.The orthometric height was scaled from a topographic map.
 DH2484
 DH2484.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2484
 DH2484.The geoid height was determined by GEOID03.
 DH2484
 DH2484;                    North         East     Units Scale Factor Converg.
 DH2484;SPC AL W     -   383,885.507   667,237.443   MT  0.99998905   +0 23 55.7
 DH2484;UTM  16      - 3,702,331.258   520,750.426   MT  0.99960531   +0 07 23.2
 DH2484
 DH2484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2484!SPC AL W     -   0.99994899  x   0.99998905  =   0.99993804
 DH2484!UTM  16      -   0.99994899  x   0.99960531  =   0.99955432
 DH2484
 DH2484|---------------------------------------------------------------------|
 DH2484| PID    Reference Object                     Distance      Geod. Az  |
 DH2484|                                                           dddmmss.s |
 DH2484| CG1241 CAHABA RM 1                          23.820 METERS 00540     |
 DH2484| CG1242 CAHABA RM 2                          28.368 METERS 29846     |
 DH2484| DH2481 BIRMINGHAM VULCAN MONUMENT          APPROX. 3.9 KM 3333059.2 |
 DH2484| DH2482 HOMEWOOD                            APPROX. 4.0 KM 3383218.1 |
 DH2484| DH2483 BIRMINGHAM STANDPIPE                APPROX. 4.1 KM 3462310.9 |
 DH2484|---------------------------------------------------------------------|
 DH2484
 DH2484                          SUPERSEDED SURVEY CONTROL
 DH2484
 DH2484  NAD 83(1986)-  33 27 36.80581(N)    086 46 36.14038(W) AD(       ) 1
 DH2484  NAD 27      -  33 27 36.42400(N)    086 46 36.18200(W) AD(       ) 1
 DH2484
 DH2484.Superseded values are not recommended for survey control.
 DH2484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2484.See file dsdata.txt to determine how the superseded data were derived.
 DH2484
 DH2484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2075002331(NAD 83)
 DH2484_MARKER: DS = TRIANGULATION STATION DISK
 DH2484_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH2484
 DH2484  HISTORY     - Date     Condition        Report By
 DH2484  HISTORY     - 1939     MONUMENTED       CGS
 DH2484  HISTORY     - 1955     GOOD             CGS
 DH2484  HISTORY     - 1957     MARK NOT FOUND   CGS
 DH2484
 DH2484                          STATION DESCRIPTION
 DH2484
 DH2484'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DH2484'ON SHADES MOUNTAIN IN NORTHWEST CORNER OF SEC. 20, T. 18 S.,
 DH2484'R. 2 W., ABOUT 3 MILES SOUTH OF BIRMINGHAM, IN GROVE OF SMALL OAK
 DH2484'AND PINE TREES, ABOUT 0.1 MILE NORTHEAST OF A WATER TANK, AND 54
 DH2484'FEET SOUTH OF THE CENTER LINE OF MACADAM ROAD.  STATION IS FLUSH
 DH2484'WITH THE GROUND.
 DH2484'
 DH2484'TO REACH STATION FROM BIRMINGHAM GO SOUTH FROM INTERSECTION OF
 DH2484'20TH STREET AND 1ST AVENUE ON U.S. HIGHWAY 31 FOR 5.6 MILES TO
 DH2484'TOP OF SHADES MOUNTAIN, TURN LEFT ON MACADAM CROSS ROAD AND GO
 DH2484'0.75 MILE TO THE STATION ON THE RIGHT.
 DH2484'
 DH2484'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 DH2484'DISKS SET IN CONCRETE, AND IN BEDROCK.
 DH2484'
 DH2484'REFERENCE MARK NO. 1 IS SET IN A ROCK LEDGE, ACROSS THE ROAD AND
 DH2484'78.15 FEET NORTH OF THE STATION, 15 FEET NORTH OF THE CENTER LINE
 DH2484'OF THE MACADAM ROAD, AND IS STAMPED CAHABA NO. 1, 1939.
 DH2484'REFERENCE MARK NO. 2 IS SET IN A ROCK LEDGE, ACROSS THE ROAD AND
 DH2484'93.07 FEET WEST-NORTHWEST OF STATION, 18 FEET NORTH OF THE CENTER
 DH2484'LINE OF THE MACADAM ROAD, AND IS STAMPED CAHABA NO. 2, 1939.
 DH2484'
 DH2484'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DH2484
 DH2484                          STATION RECOVERY (1955)
 DH2484
 DH2484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 DH2484'REFERENCE MARK NO. 2 REMOVED BY MR. T. H. COLLINS, CITY WATER
 DH2484'WORKS BOARD, BIRMINGHAM, ALABAMA.
 DH2484'
 DH2484'REFERENCE MARK DISK STAMPED CAHABA NO. 2 1939, RECEIVED AT THIS
 DH2484'OFFICE 2/21/55.
 DH2484
 DH2484                          STATION RECOVERY (1957)
 DH2484
 DH2484'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 DH2484'STATION AND REFERENCE MARKS COULD NOT BE RECOVERED AFTER A
 DH2484'THOROUGH SEARCH OF THE AREA.
 DH2484'
 DH2484'AZIMUTH MARK WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2497 ***********************************************************************
 DH2497  DESIGNATION -  CAHABA
 DH2497  PID         -  DH2497
 DH2497  STATE/COUNTY-  AL/ST CLAIR
 DH2497  USGS QUAD   -  ARGO (1970)
 DH2497
 DH2497                         *CURRENT SURVEY CONTROL
 DH2497  ___________________________________________________________________
 DH2497* NAD 83(1992)-  33 44 47.22249(N)    086 31 33.23856(W)     ADJUSTED  
 DH2497* NAVD 88     -       461.7    (meters)    1515.     (feet)  VERTCON   
 DH2497  ___________________________________________________________________
 DH2497  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DH2497  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH2497
 DH2497  HORZ ORDER  -  FIRST
 DH2497
 DH2497.The horizontal coordinates were established by classical geodetic methods
 DH2497.and adjusted by the National Geodetic Survey in December 1992..
 DH2497
 DH2497.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2497.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2497
 DH2497.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2497
 DH2497.The geoid height was determined by GEOID03.
 DH2497
 DH2497;                    North         East     Units Scale Factor Converg.
 DH2497;SPC AL E     -   360,197.048   135,829.905   MT  1.00001074   -0 23 05.1
 DH2497;SPC AL W     -   415,822.863   690,254.212   MT  1.00003372   +0 32 28.2
 DH2497;UTM  16      - 3,734,144.439   543,911.990   MT  0.99962377   +0 15 48.2
 DH2497
 DH2497!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2497!SPC AL E     -   0.99993211  x   1.00001074  =   0.99994285
 DH2497!SPC AL W     -   0.99993211  x   1.00003372  =   0.99996583
 DH2497!UTM  16      -   0.99993211  x   0.99962377  =   0.99955590
 DH2497
 DH2497:                Primary Azimuth Mark                     Grid Az
 DH2497:SPC AL E     -  LITTLE PEAK SOUTHERN OF 2                139 33 21.6
 DH2497:SPC AL W     -  LITTLE PEAK SOUTHERN OF 2                138 37 48.3
 DH2497:UTM  16      -  LITTLE PEAK SOUTHERN OF 2                138 54 28.3
 DH2497
 DH2497|---------------------------------------------------------------------|
 DH2497| PID    Reference Object                     Distance      Geod. Az  |
 DH2497|                                                           dddmmss.s |
 DH2497| DH2432 LITTLE PEAK SOUTHERN OF 2           APPROX.17.9 KM 1391016.5 |
 DH2497| DH2431 BACKBONE MT OF BALD ROCK            APPROX.18.5 KM 1483131.3 |
 DH2497| DH2453 PENITENTIARY MT                     APPROX.36.0 KM 1831105.8 |
 DH2497| DH2765 WORNOCK RESET                       APPROX.32.0 KM 3301414.4 |
 DH2497|---------------------------------------------------------------------|
 DH2497
 DH2497                          SUPERSEDED SURVEY CONTROL
 DH2497
 DH2497  NAD 83(1986)-  33 44 47.23146(N)    086 31 33.23723(W) AD(       ) 1
 DH2497  NAD 27      -  33 44 46.87100(N)    086 31 33.28800(W) AD(       ) 1
 DH2497  NGVD 29 (07/19/86)  461.6    (m)         1514.     (f) VERT ANG       
 DH2497
 DH2497.Superseded values are not recommended for survey control.
 DH2497.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2497.See file dsdata.txt to determine how the superseded data were derived.
 DH2497
 DH2497_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4391234144(NAD 83)
 DH2497_MARKER: K = CLAY TILE PIPE
 DH2497_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 DH2497_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2497
 DH2497  HISTORY     - Date     Condition        Report By
 DH2497  HISTORY     - 1886     MONUMENTED       CGS
 DH2497  HISTORY     - 1942     SEE DESCRIPTION  CGS
 DH2497
 DH2497                          STATION DESCRIPTION
 DH2497
 DH2497'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (OHT)
 DH2497'ON THE HIGHEST PART OF THE RIDGE, IN A CULTIVATED FIELD ABOUT 4
 DH2497'MILES WEST OF SPRINGFIELD.  A SMALL ORCHARD ABOUT ONE-HALF MILE
 DH2497'NORTH OF THE STATION IN THE SOUTHEAST QUARTER OF THE SOUTHWEST
 DH2497'QUARTER OF SECTION 3, TOWNSHIP 15, RANGE 1 EAST.  THERE IS
 DH2497'ANOTHER POINT ABOUT AS HIGH 200 YARDS IN A SOUTHWESTERLY
 DH2497'DIRECTION.  THE STATION MARK IS THE CENTER OF THE MOUTH OF A
 DH2497'BEER BOTTLE, FILLED WITH ASHES AND SET IN A BLOCK OF CEMENT
 DH2497'8 X 10 X 12 INCHES.  THE TOP OF THE BOTTLE BARELY PROJECTS
 DH2497'ABOVE THE BLOCK AND IS ABOUT 2-1/2 FEET BELOW THE SURFACE OF THE
 DH2497'GROUND.  A FOOT OF EARTH WAS FILLED IN AND A BOX ABOUT 12 X 12
 DH2497'X 30 INCHES WAS PUT OVER THE UNDERGROUND MARK.  A SIX INCH
 DH2497'VITRIFIED EARTHENWARE PIPE 2 FEET LONG WAS SET
 DH2497'PERPENDICULARLY IN THE BOX SO THAT THE CENTER OF THE PIPE
 DH2497'COINCIDED WITH THE STATION POINT.  THE BOX AND THE PIPE WERE FILLED
 DH2497'WITH CEMENT, LEAVING ABOUT A FOOT OF THE PIPE ABOVE THE BOX,
 DH2497'AND ABOUT 6 INCHES OF IT ABOVE THE GROUND.  A FOUR INCH
 DH2497'EARTHENWARE PIPE WAS SET IN THE LINE OF THE FENCE TO THE
 DH2497'EASTWARD OF THE STATION AND 67.75 FEET FROM THE STATION IN
 DH2497'THE DIRECTION TO ALPINE.
 DH2497
 DH2497                          STATION RECOVERY (1942)
 DH2497
 DH2497'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (DDC)
 DH2497'CAHABA (ST. CLAIR COUNTY, ALA.) WAS RECOVERED AFTER SEVERAL DAYS
 DH2497'SEARCH.  THE STATION AND ONE REFERENCE MARK DESCRIBED WERE
 DH2497'DESTROYED, BUT THE SUB-SURFACE MARK WAS RECOVERED.  A NEW STATION,
 DH2497'SUB-SURFACE, TWO REFERENCE, AND AZIMUTH MARKS WERE SET AND MARKED.
 DH2497'THE SUB-SURFACE MARK IS A STANDARD DISC SET IN
 DH2497'THE NECK OF THE BOTTLE OF THE OLD CONCRETE BASE AND GROUTED
 DH2497'AROUND WITH CONCRETE.  ABOUT 3 INCHES OF DIRT WAS PLACED OVER
 DH2497'THIS AND THE STATION MARK MADE TO COINCIDE WITH THE SUB-SURFACE
 DH2497'MARK.
 DH2497'
 DH2497'STATION IS ON THE HIGHEST PART OF A RIDGE, IN A CULTIVATED FIELD
 DH2497'ABOUT 4 MILES WEST OF SPRINGFIELD.  A SMALL ORCHARD (NOT LOCATED)
 DH2497'ABOUT 1/2 MILE NORTH OF THE STATION IS THE S.E. 1/4 OF THE S.W.
 DH2497'1/4 OF SEC. 3, T 15, R 1 E.  THERE IS ANOTHER POINT ABOUT AS HIGH
 DH2497'200 YARDS IN S.W. DIRECTION.  (A LARGE CIRCULAR MOUND ABOUT 9
 DH2497'FEET IN DIAMETER WAS BUILT AROUND THE STATION SIDE, AND THE NEW
 DH2497'MARK IS FLUSH WITH THE TOP OF MOUND.)
 DH2497'
 DH2497'R.M. NO. 1 IS 102.22 FEET N-69-15-E FROM STATION, 19.3 FEET
 DH2497'N-04-30-W FROM 10-INCH RED OAK TREE, 19.1 FEET N-52-30-W FROM
 DH2497'11-INCH HICKORY TREE, 5.1 FEET S-19-00-E OF BLAZED 9-INCH
 DH2497'HICKORY TREE.  MARK IS FLUSH WITH GROUND.
 DH2497'
 DH2497'R.M. NO. 2 IS 82.05 FEET S-16-30-E FROM STATION, 14.2 FEET
 DH2497'N-87-30-W OF 10-INCH HICKORY TREE, 8.4 FEET N-85-00-E OF 16-INCH
 DH2497'BLAZED TWIN OAK TREE, 3.0 FEET NORTH OF 8-INCH RED OAK TREE, 3.0
 DH2497'FEET NORTH OF 8-INCH RED OAK TREE.  MARK IS FLUSH.
 DH2497'
 DH2497'AZIMUTH MARK IS 1170 FEET N-28-00E OF STATION IN WOODED AREA,
 DH2497'100.5 FEET N-21-00-E OF A BLAZED 7-INCH HICKORY TREE, 7.7 FEET
 DH2497'N-53-30-E OF 12-INCH BLAZED HICKORY TREE, 26 FEET N-69-30-W OF
 DH2497'EDGE OF TREE LINE, OR S.E. CORNER.  MARK PROJECTS ABOUT 1-INCH.
 DH2497'
 DH2497'TO REACH STATION FROM TRAFFIC LIGHT IN TRUSSVILLE, PROCEED
 DH2497'NORTHEASTERLY ON U.S. NO. 11 FOR 11 MILES TO A PAVED T-ROAD TO
 DH2497'LEFT (W) JUST AFTER CROSSING A CONCRETE BRIDGE AND BEFORE COMING
 DH2497'TO FORK IN SERVICE STATION.  TURN LEFT (W) HERE ON PAVED T-ROAD
 DH2497'AND GO 3.4 MILES TO GRADED T-ROAD TO RIGHT AFTER PASSING
 DH2497'JEFFERSON-ST. CLAIR COUNTY LINE AT 2.04 MILES.  (THE RIDGE TO
 DH2497'THE RIGHT OF THE LINE IS THE ONE UPON WHICH THE STATION IS
 DH2497'LOCATED).  TURN RIGHT ON GRADED T-ROAD AND GO 0.54 MILE TO A
 DH2497'Y-ROAD AT LARGE 30-INCH OAK TREE.  CONTINUE TO RIGHT AND GO
 DH2497'0.18 MILE TO A Y-ROAD IMMEDIATELY AFTER PASSING MC CLENDON
 DH2497'STORE AND GULF STATION.  TAKE RIGHT FORK AND PROCEED 0.92 MILE
 DH2497'TO A DIM X-ROAD.  CONTINUE STRAIGHT AHEAD FOR 1.55 MILES TO
 DH2497'A FARM HOUSE ON THE LEFT AND LARGE BARN ON THE RIGHT.  FROM
 DH2497'THIS POINT THE STATION HAS TO BE REACHED BY WALKING.
 DH2497'PROCEED TO A STREAM BED DIRECTLY IN BACK OF BARN.  FOLLOW
 DH2497'THIS STREAM BED UP TO THE FIRST LEVEL FOR A DISTANCE OF ABOUT
 DH2497'0.5 MILE.  UPON REACHING THE FIRST LEVEL CONTINUE IN THE
 DH2497'DIRECTION OF THE STREAM BED EXTENDED, PASSING THROUGH AN
 DH2497'OLD FIELD TO THE TOP OF THE MOUNTAIN AND STATION SITE,
 DH2497'WHICH IS APPROXIMATELY IN CENTER OF FIELD.
 DH2497'
 DH2497'STATION IS LOCATED 73.3 FEET S-72-30-W OF 10-INCH BLAZED HICKORY,
 DH2497'80.4 FEET N-10-30-W OF 16-INCH TWIN RED OAK TREE.  MARK IS
 DH2497'FLUSH WITH TOP OF MOUND OF DIRT ABOUT 9 FEET IN DIAMETER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3000 ***********************************************************************
 CN3000  DESIGNATION -  CAHABA LOT
 CN3000  PID         -  CN3000
 CN3000  STATE/COUNTY-  AL/PERRY
 CN3000  USGS QUAD   -  HARRISBURG (1983)
 CN3000
 CN3000                         *CURRENT SURVEY CONTROL
 CN3000  ___________________________________________________________________
 CN3000* NAD 83(1992)-  32 48 07.44719(N)    087 10 22.98669(W)     ADJUSTED  
 CN3000* NAVD 88     -                                                        
 CN3000  ___________________________________________________________________
 CN3000  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 CN3000  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CN3000
 CN3000  HORZ ORDER  -  THIRD
 CN3000
 CN3000.The horizontal coordinates were established by classical geodetic methods
 CN3000.and adjusted by the National Geodetic Survey in December 1992..
 CN3000
 CN3000
 CN3000.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3000
 CN3000.The geoid height was determined by GEOID03.
 CN3000
 CN3000;                    North         East     Units Scale Factor Converg.
 CN3000;SPC AL W     -   310,710.143   630,620.423   MT  0.99994489   +0 10 37.6
 CN3000;UTM  16      - 3,629,357.860   483,798.207   MT  0.99960324   -0 05 37.5
 CN3000
 CN3000                          SUPERSEDED SURVEY CONTROL
 CN3000
 CN3000  NAD 83(1986)-  32 48 07.45514(N)    087 10 22.99049(W) AD(       ) 4
 CN3000  NAD 27      -  32 48 06.99626(N)    087 10 23.00451(W) AD(       ) 3
 CN3000
 CN3000.Superseded values are not recommended for survey control.
 CN3000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3000.See file dsdata.txt to determine how the superseded data were derived.
 CN3000
 CN3000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8379829358(NAD 83)
 CN3000_MARKER: 57 = LOOKOUT TOWER
 CN3000
 CN3000  HISTORY     - Date     Condition        Report By
 CN3000  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN3000
 CN3000                          STATION DESCRIPTION
 CN3000
 CN3000'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN3000'THE CAHABA LOOKOUT TOWER IS LOCATED IN THE TALLADEGA NATIONAL FOREST
 CN3000'(OAKMULGEE DIVISION), ABOUT 15 MILES NORTHEAST OF MARION, 10 MILES
 CN3000'SOUTH OF CENTERVILLE AND 6 MILES SOUTHEAST OF HARRISBURG.
 CN3000'
 CN3000'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 CN3000'HIGHWAY 219 IN THE SOUTH PART OF CENTERVILLE, GO SOUTH ON HIGHWAY
 CN3000'219 FOR 3.1 MILES TO THE JUNCTION OF COUNTY ROAD 51.  BEAR RIGHT AND
 CN3000'GO SOUTHWEST ON COUNTY 51 FOR 6.2 MILES TO A CONCRETE BRIDGE.
 CN3000'CONTINUE AHEAD ON COUNTY ROAD 51 FOR 0.6 MILE TO A FORK.  BEAR
 CN3000'RIGHT AND CONTINUE IN A SOUTHERLY DIRECTION ON A DIRT ROAD FOR
 CN3000'1.0 MILE TO SIDE ROAD LEFT.  TURN LEFT AND GO EAST ON A DIRT ROAD
 CN3000'FOR 0.05 MILE TO THE STATION.
 CN3000'
 CN3000'IT IS A 4-LEGGED STEEL STRUCTURE WITH AN OBSERVATION CABIN ON TOP AND
 CN3000'THE OVER-ALL HEIGHT IS 110 FEET.
 CN3000'
 CN3000'THE POINT INTERSECTED WAS THE TOP CENTER OF THE CABIN.
 CN3000'
 CN3000'A TAPED DISTANCE WAS MADE FROM TRIANGULATION STATION CAHABA 1970, THE
 CN3000'DISTANCE BEING 59.7 FEET OR 18.20 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1160 ***********************************************************************
 CO1160  DESIGNATION -  CAIN
 CO1160  PID         -  CO1160
 CO1160  STATE/COUNTY-  AL/SUMTER
 CO1160  USGS QUAD   -  EPES WEST (1986)
 CO1160
 CO1160                         *CURRENT SURVEY CONTROL
 CO1160  ___________________________________________________________________
 CO1160* NAD 83(1992)-  32 38 07.83540(N)    088 14 11.75994(W)     ADJUSTED  
 CO1160* NAVD 88     -        58.     (meters)     190.     (feet)  SCALED    
 CO1160  ___________________________________________________________________
 CO1160  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 CO1160  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CO1160
 CO1160  HORZ ORDER  -  THIRD
 CO1160
 CO1160.The horizontal coordinates were established by classical geodetic methods
 CO1160.and adjusted by the National Geodetic Survey in May 1994..
 CO1160
 CO1160.The orthometric height was scaled from a topographic map.
 CO1160
 CO1160.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1160
 CO1160.The geoid height was determined by GEOID03.
 CO1160
 CO1160;                    North         East     Units Scale Factor Converg.
 CO1160;SPC AL W     -   292,432.364   530,884.522   MT  0.99999222   -0 23 50.1
 CO1160;SPC MS E     -   347,776.231   355,992.444   MT  0.99998864   +0 19 18.6
 CO1160;SPC MS E     - 1,140,995.85  1,167,951.88   sFT  0.99998864   +0 19 18.6
 CO1160;UTM  16      - 3,611,555.826   384,005.547   MT  0.99976591   -0 40 01.1
 CO1160
 CO1160!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1160!SPC AL W     -   0.99999542  x   0.99999222  =   0.99998764
 CO1160!SPC MS E     -   0.99999542  x   0.99998864  =   0.99998406
 CO1160!UTM  16      -   0.99999542  x   0.99976591  =   0.99976133
 CO1160
 CO1160|---------------------------------------------------------------------|
 CO1160| PID    Reference Object                     Distance      Geod. Az  |
 CO1160|                                                           dddmmss.s |
 CO1160| CG1245 CAIN RM 1                            28.999 METERS 01448     |
 CO1160| CO1153 LIVINGSTON MUNICIPAL TANK           APPROX. 7.0 KM 1435021.5 |
 CO1160| CO1152 HIXON                               APPROX. 8.0 KM 1585043.8 |
 CO1160| CG1246 CAIN RM 2                            28.243 METERS 29339     |
 CO1160|---------------------------------------------------------------------|
 CO1160
 CO1160                          SUPERSEDED SURVEY CONTROL
 CO1160
 CO1160  NAD 83(1992)-  32 38 07.83974(N)    088 14 11.76117(W) AD(       ) 3
 CO1160  NAD 83(1986)-  32 38 07.84486(N)    088 14 11.76335(W) AD(       ) 3
 CO1160  NAD 27      -  32 38 07.36000(N)    088 14 11.66500(W) AD(       ) 3
 CO1160
 CO1160.Superseded values are not recommended for survey control.
 CO1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1160.See file dsdata.txt to determine how the superseded data were derived.
 CO1160
 CO1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8400611556(NAD 83)
 CO1160_MARKER: DS = TRIANGULATION STATION DISK
 CO1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1160
 CO1160  HISTORY     - Date     Condition        Report By
 CO1160  HISTORY     - 1955     MONUMENTED       CGS
 CO1160
 CO1160                          STATION DESCRIPTION
 CO1160
 CO1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1160'STATION IS LOCATED ABOUT 10 MILES NORTH OF YORK AND 5 MILES
 CO1160'NORTHWEST OF LIVINGSTON ALONG THE SOUTH SIDE OF STATE HIGHWAY
 CO1160'132 AND ON THE PROPERTY OF L.S. NIXON.  IT IS 56 FEET SOUTH
 CO1160'OF THE CENTER OF THE HIGHWAY 37 FEET SOUTH WEST OF A TELEPHONE
 CO1160'POLE, 20 FEET WEST OF THE CENTER OF A FARM LANE, 17 FEET SOUTH
 CO1160'OF A WHITE WITNESS POST AND FENCE CORNER AND 1 FOOT EAST
 CO1160'OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 CO1160'CAIN 1955.
 CO1160'
 CO1160'REFERENCE MARK NO. 1 IS 38 FEET NORTH OF THE CENTER OF THE
 CO1160'HIGHWAY, 20 FEET SOUTHWEST OF A POWER LINE POLE, 21 FEET EAST
 CO1160'OF A FENCE CORNER AND 1 FOOT SOUTH OF A FENCE LINE.  THE MARK
 CO1160'IS FLUSH AND THE DISK IS STAMPED CAIN NO 1 1955.
 CO1160'
 CO1160'REFERENCE MARK NO. 2 IS 85 FEET WEST OF A WHITE WITNESS POST AND
 CO1160'FENCE CORNER, 40 FEET SOUTH OF THE CENTER OF THE HIGHWAY AND 1
 CO1160'FOOT SOUTH OF A FENCE LINE.  THE MARK IS FLUSH AND THE DISK IS
 CO1160'STAMPED CAIN NO 2 1955.
 CO1160'
 CO1160'BENCH MARK D 210 WAS USED AS AN AZIMUTH MARK.  IT IS 49 FEET
 CO1160'SOUTH OF THE CENTER OF THE HIGHWAY, 8 FEET SOUTH OF A FENCE
 CO1160'LINE AND 2 FEET EAST OF A WHITE WITNESS POST.  THE MARK IS AN
 CO1160'8 X 8 INCH CONCRETE POST THAT PROJECTS 6 INCHES WITH A STANDARD
 CO1160'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK ATOP STAMPED
 CO1160'D 210 1946.
 CO1160'
 CO1160'TO REACH THE STATION FROM THE COURTHOUSE IN LIVINGSTON GO NORTH
 CO1160'ON U.S. HIGHWAY 80 AND 11 FOR 0.1 MILE TO WHERE HIGHWAY 80
 CO1160'TURNS RIGHT, TURN LEFT AND GO NORTH ON HIGHWAY 11 FOR 2.1 MILES
 CO1160'TO THE JUNCTION OF STATE HIGHWAY 132.  TURN LEFT AND GO NORTHWEST
 CO1160'ON HIGHWAY 132 FOR 3.55 MILE TO THE STATION ON THE LEFT
 CO1160'AS DESCRIBED.
 CO1160'
 CO1160'TO REACH THE BENCH MARK FROM THE STATION GO WEST ON HIGHWAY
 CO1160'132 FOR 0.3 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 CO1160'
 CO1160'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2672 ***********************************************************************
 DH2672  DESIGNATION -  CAINS RIDGE LOT
 DH2672  PID         -  DH2672
 DH2672  STATE/COUNTY-  AL/FAYETTE
 DH2672  USGS QUAD   -  NEWTONVILLE (1967)
 DH2672
 DH2672                         *CURRENT SURVEY CONTROL
 DH2672  ___________________________________________________________________
 DH2672* NAD 83(1992)-  33 37 23.07945(N)    087 51 19.40228(W)     ADJUSTED  
 DH2672* NAVD 88     -                                                        
 DH2672  ___________________________________________________________________
 DH2672  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DH2672  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 DH2672
 DH2672  HORZ ORDER  -  THIRD
 DH2672
 DH2672.The horizontal coordinates were established by classical geodetic methods
 DH2672.and adjusted by the National Geodetic Survey in December 1992..
 DH2672
 DH2672
 DH2672.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2672
 DH2672.The geoid height was determined by GEOID03.
 DH2672
 DH2672;                    North         East     Units Scale Factor Converg.
 DH2672;SPC AL W     -   401,770.041   567,025.228   MT  0.99994673   -0 11 48.4
 DH2672;UTM  16      - 3,720,692.818   420,658.298   MT  0.99967761   -0 28 25.2
 DH2672
 DH2672                          SUPERSEDED SURVEY CONTROL
 DH2672
 DH2672  NAD 83(1986)-  33 37 23.08538(N)    087 51 19.40318(W) AD(       ) 4
 DH2672  NAD 27      -  33 37 22.69500(N)    087 51 19.34800(W) AD(       ) 3
 DH2672
 DH2672.Superseded values are not recommended for survey control.
 DH2672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2672.See file dsdata.txt to determine how the superseded data were derived.
 DH2672
 DH2672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2065820693(NAD 83)
 DH2672_MARKER: 57 = LOOKOUT TOWER
 DH2672
 DH2672  HISTORY     - Date     Condition        Report By
 DH2672  HISTORY     - 1950     FIRST OBSERVED   CGS
 DH2672
 DH2672                          STATION DESCRIPTION
 DH2672
 DH2672'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2672'THE STATION IS LOCATED ABOUT 5 MILES SOUTH OF FAYETTE ON A
 DH2672'PROMINENT HILL KNOWN AS GOAT HILL.
 DH2672'
 DH2672'IT IS A FOUR-LEGGED STEEL STRUCTURE, ABOUT 100 FEET HIGH, AND
 DH2672'HAS A GLASS ENCLOSED OBSERVATION PLATFORM AT THE TOP.
 DH2672'
 DH2672'THE POINT INTERSECTED WAS THE CENTER OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2471 ***********************************************************************
 DH2471  DESIGNATION -  CALERA
 DH2471  PID         -  DH2471
 DH2471  STATE/COUNTY-  AL/SHELBY
 DH2471  USGS QUAD   -  MONTEVALLO (1980)
 DH2471
 DH2471                         *CURRENT SURVEY CONTROL
 DH2471  ___________________________________________________________________
 DH2471* NAD 83(1992)-  33 06 37.24974(N)    086 45 35.04617(W)     ADJUSTED  
 DH2471* NAVD 88     -       188.5    (meters)     618.     (feet)  VERTCON   
 DH2471  ___________________________________________________________________
 DH2471  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DH2471  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH2471
 DH2471  HORZ ORDER  -  FIRST
 DH2471
 DH2471.The horizontal coordinates were established by classical geodetic methods
 DH2471.and adjusted by the National Geodetic Survey in December 1992..
 DH2471
 DH2471.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2471.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2471
 DH2471.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2471
 DH2471.The geoid height was determined by GEOID03.
 DH2471
 DH2471;                    North         East     Units Scale Factor Converg.
 DH2471;SPC AL W     -   345,093.567   669,090.070   MT  0.99999217   +0 24 15.8
 DH2471;UTM  16      - 3,663,545.822   522,416.597   MT  0.99960620   +0 07 52.5
 DH2471
 DH2471!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2471!SPC AL W     -   0.99997498  x   0.99999217  =   0.99996715
 DH2471!UTM  16      -   0.99997498  x   0.99960620  =   0.99958119
 DH2471
 DH2471:                Primary Azimuth Mark                     Grid Az
 DH2471:SPC AL W     -  CALERA SOUTHERN HAULERS MAST             009 43 20.6
 DH2471:UTM  16      -  CALERA SOUTHERN HAULERS MAST             009 59 43.9
 DH2471
 DH2471|---------------------------------------------------------------------|
 DH2471| PID    Reference Object                     Distance      Geod. Az  |
 DH2471|                                                           dddmmss.s |
 DH2471| DH2468 CALERA SOUTHERN HAULERS MAST        APPROX. 3.7 KM 0100736.4 |
 DH2471| CG1249 CALERA RM 1                          23.555 METERS 06644     |
 DH2471| DH2463 CAMP                                APPROX. 8.2 KM 0780752.4 |
 DH2471| DH2475 CALERA MUN STANDPIPE                 11.092 METERS 11701     |
 DH2471| CG1250 CALERA RM 2                          18.075 METERS 16246     |
 DH2471| CG1248 CALERA AZ MK                                       1921105.7 |
 DH2471| DH2472 CALERA RADIO STA WBYE MAST          APPROX. 2.5 KM 2170753.0 |
 DH2471| CG1251 CALERA RM 3                          16.576 METERS 32229     |
 DH2471|---------------------------------------------------------------------|
 DH2471
 DH2471                          SUPERSEDED SURVEY CONTROL
 DH2471
 DH2471  NAD 83(1986)-  33 06 37.25663(N)    086 45 35.04979(W) AD(       ) 1
 DH2471  NAD 27      -  33 06 36.82958(N)    086 45 35.09826(W) AD(       ) 1
 DH2471  NGVD 29 (07/19/86)  188.4    (m)          618.     (f) VERT ANG       
 DH2471
 DH2471.Superseded values are not recommended for survey control.
 DH2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2471.See file dsdata.txt to determine how the superseded data were derived.
 DH2471
 DH2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2241763546(NAD 83)
 DH2471_MARKER: DS = TRIANGULATION STATION DISK
 DH2471_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2471_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2471_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2471
 DH2471  HISTORY     - Date     Condition        Report By
 DH2471  HISTORY     - 1971     MONUMENTED       NGS
 DH2471  HISTORY     - 1980     GOOD             NGS
 DH2471
 DH2471                          STATION DESCRIPTION
 DH2471
 DH2471'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2471'THE STATION IS LOCATED 3/4 MILE NORTHWEST OF THE CENTER OF CALERA,
 DH2471'WITHIN THE CITY LIMITS, AT THE SITE OF THE MUNICIPAL STANDPIPE.
 DH2471'
 DH2471'TO REACH THE STATION FROM THE POST OFFICE IN CALERA, GO NORTH ON
 DH2471'U.S. HIGHWAY 31 FOR 0.35 MILE TO A CROSS STREET.  TURN LEFT AND GO
 DH2471'WEST ON SEVENTH AVENUE FOR 0.4 MILE TO A CROSS STREET.  TURN RIGHT
 DH2471'AND GO NORTH ON SEVENTEENTH STREET FOR 0.05 MILE TO THE STANDPIPE
 DH2471'AND THE STATION ON THE LEFT.
 DH2471'
 DH2471'THE STATION MARKS ARE STANDARD DISKS STAMPED CALERA 1971.  THE
 DH2471'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DH2471'MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 14.4 FEET EAST
 DH2471'OF A 5-INCH TRIANGULAR-BLAZED PINE TREE, 11.0 FEET WEST OF THE
 DH2471'NORTHWEST CORNER OF THE CYCLONE FENCE WHICH SURROUNDS THE STANDPIPE,
 DH2471'AND 10.5 FEET WEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK
 DH2471'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 40 INCHES
 DH2471'BELOW THE SURFACE.
 DH2471'
 DH2471'REFERENCE MARK 1 IS A STANDARD REFERENCE DISK STAMPED CALERA NO 1
 DH2471'1971, SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DH2471'WHICH PROJECTS 3 INCHES ABOVE GROUND.  IT IS 67 FEET WEST OF THE
 DH2471'CENTER OF SEVENTEENTH STREET, 59.0 FEET NORTH-NORTHWEST OF POWER
 DH2471'POLE (NO NUMBER) AND 33.0 FEET NORTHEAST OF THE NORTHEAST
 DH2471'CORNER OF THE FENCE.
 DH2471'
 DH2471'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CALERA NO 2 1971, SET
 DH2471'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 DH2471'5 INCHES ABOVE GROUND.  IT IS 42.0 FEET WEST-SOUTHEAST OF THE
 DH2471'SOUTHWEST CORNER OF THE FENCE, AND 18.2 FEET SOUTH-SOUTHEAST OF
 DH2471'THE SOUTHWEST CORNER OF THE FENCE.
 DH2471'
 DH2471'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CALERA 1971, SET IN THE
 DH2471'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 DH2471'INCHES ABOVE GROUND.  IT IS 52 FEET SOUTH OF THE CENTER OF A CONCRETE
 DH2471'DRIVEWAY, 28 FEET WEST OF THE CENTER OF EIGHTEENTH STREET,
 DH2471'2.7 FEET SOUTHEAST OF A METAL WITNESS POST, AND 1.8 FEET NORTH OF
 DH2471'A POWER POLE.
 DH2471'
 DH2471'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON SEVENTEENTH
 DH2471'STREET FOR 0.15 MILE TO A CROSS STREET.  TURN RIGHT AND GO WEST ON
 DH2471'EIGHTH AVENUE FOR 0.1 MILE TO A CROSS STREET.  TURN LEFT AND GO
 DH2471'SOUTH ON EIGHTEENTH STREET FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 DH2471'
 DH2471'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 DH2471
 DH2471                          STATION RECOVERY (1980)
 DH2471
 DH2471'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DH2471'THE STATION SURFACE AND UNDERGROUND MARKS WERE DESTROYED BY
 DH2471'CONSTRUCTION OF A NEW WATER TANK.  THE STATION MARK WAS PREVIOUSLY
 DH2471'REFERENCED AND WAS RESET IN ITS ORIGINAL POSITION AT THIS DATE.  THE
 DH2471'AZIMUTH MARK IS NOT VISABLE FROM THE STATION DUE TO LEG OF NEW WATER
 DH2471'TANK BEING ON LINE.  NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK WAS
 DH2471'FOUND.  A NEW DESCRIPTION FOLLOWS--
 DH2471'
 DH2471'THE STATION IS LOCATED 0.75 MILE NORTHWEST OF THE CENTER OF CALERA,
 DH2471'WITH IN THE CITY LIMITS, AT THE SITE OF THE NEW MUNICIPAL WATER TANK.
 DH2471'
 DH2471'TO REACH THE STATION FROM THE POST OFFICE IN CALERA, GO NORTH ON
 DH2471'U.S. HIGHWAY 31 FOR 0.35 MILE TO A CROSS STREET, TURN LEFT AND GO WEST
 DH2471'ON SEVENTH AVENUE FOR 0.4 MILE TO A CROSS STREET, TURN RIGHT AND GO
 DH2471'NORTH ON SEVENTEENTH STREET FOR 0.05 MILE TO WATER TANK AND STATION ON
 DH2471'THE LEFT.
 DH2471'
 DH2471'THE STATION MARKS ARE STANDARD DISK, STAMPED---CALERA 1971 1980---THE
 DH2471'SURFACE MARK IS SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 DH2471'GROUND.  IT IS INSIDE THE FENCED AREA AROUND THE WATER TANK, IN THE
 DH2471'NORTHEAST CORNER OF THE AREA, 37.8 FEET NORTHEAST OF THE STANDPIPE OF
 DH2471'WATER TANK, 25.2 FEET EAST OF THE NORTH LEG OF TANK, 17 FEET SOUTH OF
 DH2471'CYCLONE FENCE, 16 FEET SOUTH-SOUTHWEST OF CENTER OF GATE IN FENCE,
 DH2471'13.5 FEET NORTH-NORTHEAST OF EAST LEG OF WATER TANK AND 6.9 FEET WEST
 DH2471'OF CYCLONE FENCE.
 DH2471'
 DH2471'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED---CALERA NO 1
 DH2471'1971---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 DH2471'GROUND.  ITS IS 66.5 FEET EAST-NORTHEAST OF NORTHEAST CORNER OF
 DH2471'CYCLONE FENCE AROUND WATER TANK, 67 FEET WEST OF THE CENTER OF
 DH2471'SEVENTEENTH STREET, 59 FEET NORTH-NORTHWEST OF A POWER POLE AND 1.0
 DH2471'FOOT NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN.
 DH2471'
 DH2471'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED---CALERA NO 2
 DH2471'1971---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 DH2471'IS 58.5 FEET SOUTHEAST OF THE STANDPIPE OF WATER TANK, 30 FEET
 DH2471'SOUTHEAST OF THE SOUTHEAST LEG OF TANK, 10.0 FEET EAST-NORTHEAST OF
 DH2471'THE SOUTHEAST CORNER OF CYCLONE FENCE AND 1.0 FOOT SOUTH OF A METAL
 DH2471'WITNESS POST AND SIGN.
 DH2471'
 DH2471'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---CALERA 1971 NO 3
 DH2471'1977---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 DH2471'IS 64.8 FEET NORTH OF THE STANDPIPE OF WATER TANK, 47.7 FEET
 DH2471'WEST-NORTHWEST OF NORTHEAST CORNER OF CYCLONE FENCE, 46.4 FEET
 DH2471'EAST-NORTHEAST OF THE NORTHWEST CORNER OF CYCLONE FENCE, 26.0 FEET
 DH2471'NORTH OF CYCLONE FENCE AND 1.0 FOOT NORTH OF A METAL WITNESS POST AND
 DH2471'SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9330 ***********************************************************************
 DG9330  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9330  DESIGNATION -  CALERA COOP CORS ARP
 DG9330  CORS_ID     -  ALCA
 DG9330  PID         -  DG9330
 DG9330  STATE/COUNTY-  AL/SHELBY
 DG9330  USGS QUAD   -  MONTEVALLO (1980)
 DG9330
 DG9330                         *CURRENT SURVEY CONTROL
 DG9330  ___________________________________________________________________
 DG9330* NAD 83(CORS)-  33 06 16.38167(N)    086 45 01.95760(W)     ADJUSTED  
 DG9330* NAVD 88     -                                                        
 DG9330  ___________________________________________________________________
 DG9330  EPOCH DATE  -        2002.00
 DG9330  X           -     303,157.034 (meters)                     COMP
 DG9330  Y           -  -5,339,660.115 (meters)                     COMP
 DG9330  Z           -   3,463,748.038 (meters)                     COMP
 DG9330  ELLIP HEIGHT-         129.27  (meters)          (03/??/05) GPS OBS
 DG9330  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG9330
 DG9330  HORZ ORDER  -  SPECIAL (CORS)
 DG9330  ELLP ORDER  -  SPECIAL (CORS)
 DG9330
 DG9330.ITRF positions are available for this station.
 DG9330.The coordinates were established by GPS observations
 DG9330.and adjusted by the National Geodetic Survey in March 2005..
 DG9330.The coordinates are valid at the epoch date displayed above.
 DG9330.The epoch date for horizontal control is a decimal equivalence
 DG9330.of Year/Month/Day.
 DG9330
 DG9330
 DG9330.The PID for the CORS L1 Phase Center is DG9331.
 DG9330
 DG9330.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9330
 DG9330.The ellipsoidal height was determined by GPS observations
 DG9330.and is referenced to NAD 83.
 DG9330
 DG9330.The geoid height was determined by GEOID03.
 DG9330
 DG9330;                    North         East     Units Scale Factor Converg.
 DG9330;SPC AL W     -   344,456.790   669,952.519   MT  0.99999365   +0 24 33.6
 DG9330
 DG9330!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9330!SPC AL W     -   0.99997971  x   0.99999365  =   0.99997336
 DG9330
 DG9330                          SUPERSEDED SURVEY CONTROL
 DG9330
 DG9330.No superseded survey control is available for this station.
 DG9330
 DG9330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2327662905(NAD 83)
 DG9330_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9330
 DG9330                          STATION DESCRIPTION
 DG9330
 DG9330'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9330'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9330'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9330'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9330'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9330'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9331 ***********************************************************************
 DG9331  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9331  DESIGNATION -  CALERA COOP CORS L1 PHASE CENTER
 DG9331  CORS_ID     -  ALCA
 DG9331  PID         -  DG9331
 DG9331  STATE/COUNTY-  AL/SHELBY
 DG9331  USGS QUAD   -  MONTEVALLO (1980)
 DG9331
 DG9331                         *CURRENT SURVEY CONTROL
 DG9331  ___________________________________________________________________
 DG9331* NAD 83(CORS)-  33 06 16.38175(N)    086 45 01.95755(W)     ADJUSTED  
 DG9331* NAVD 88     -                                                        
 DG9331  ___________________________________________________________________
 DG9331  EPOCH DATE  -        2002.00
 DG9331  X           -     303,157.041 (meters)                     COMP
 DG9331  Y           -  -5,339,660.206 (meters)                     COMP
 DG9331  Z           -   3,463,748.100 (meters)                     COMP
 DG9331  ELLIP HEIGHT-         129.38  (meters)          (03/??/05) GPS OBS
 DG9331  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG9331
 DG9331  HORZ ORDER  -  SPECIAL (CORS)
 DG9331  ELLP ORDER  -  SPECIAL (CORS)
 DG9331
 DG9331.ITRF positions are available for this station.
 DG9331.The coordinates were established by GPS observations
 DG9331.and adjusted by the National Geodetic Survey in March 2005..
 DG9331.The coordinates are valid at the epoch date displayed above.
 DG9331.The epoch date for horizontal control is a decimal equivalence
 DG9331.of Year/Month/Day.
 DG9331
 DG9331
 DG9331.The PID for the CORS ARP is DG9330.
 DG9331
 DG9331.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9331
 DG9331.The ellipsoidal height was determined by GPS observations
 DG9331.and is referenced to NAD 83.
 DG9331
 DG9331.The geoid height was determined by GEOID03.
 DG9331
 DG9331;                    North         East     Units Scale Factor Converg.
 DG9331;SPC AL W     -   344,456.793   669,952.520   MT  0.99999365   +0 24 33.6
 DG9331
 DG9331!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9331!SPC AL W     -   0.99997969  x   0.99999365  =   0.99997334
 DG9331
 DG9331                          SUPERSEDED SURVEY CONTROL
 DG9331
 DG9331.No superseded survey control is available for this station.
 DG9331
 DG9331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2327662905(NAD 83)
 DG9331_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9331
 DG9331                          STATION DESCRIPTION
 DG9331
 DG9331'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9331'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9331'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9331'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9331'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9331'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2475 ***********************************************************************
 DH2475  DESIGNATION -  CALERA MUN STANDPIPE
 DH2475  PID         -  DH2475
 DH2475  STATE/COUNTY-  AL/SHELBY
 DH2475  USGS QUAD   -  MONTEVALLO (1980)
 DH2475
 DH2475                         *CURRENT SURVEY CONTROL
 DH2475  ___________________________________________________________________
 DH2475* NAD 83(1992)-  33 06 37.08622(N)    086 45 34.66504(W)     ADJUSTED  
 DH2475* NAVD 88     -                                                        
 DH2475  ___________________________________________________________________
 DH2475  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 DH2475  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH2475
 DH2475  HORZ ORDER  -  THIRD
 DH2475
 DH2475.The horizontal coordinates were established by classical geodetic methods
 DH2475.and adjusted by the National Geodetic Survey in December 1992..
 DH2475
 DH2475
 DH2475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2475
 DH2475.The geoid height was determined by GEOID03.
 DH2475
 DH2475;                    North         East     Units Scale Factor Converg.
 DH2475;SPC AL W     -   345,088.599   669,099.987   MT  0.99999218   +0 24 16.0
 DH2475;UTM  16      - 3,663,540.809   522,426.486   MT  0.99960620   +0 07 52.7
 DH2475
 DH2475                          SUPERSEDED SURVEY CONTROL
 DH2475
 DH2475  NAD 83(1986)-  33 06 37.09303(N)    086 45 34.66871(W) AD(       ) 4
 DH2475  NAD 27      -  33 06 36.66605(N)    086 45 34.71712(W) AD(       ) 3
 DH2475
 DH2475.Superseded values are not recommended for survey control.
 DH2475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2475.See file dsdata.txt to determine how the superseded data were derived.
 DH2475
 DH2475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2242663541(NAD 83)
 DH2475_MARKER: 52 = STANDPIPE TANK
 DH2475
 DH2475  HISTORY     - Date     Condition        Report By
 DH2475  HISTORY     - 1971     FIRST OBSERVED   NGS
 DH2475
 DH2475                          STATION DESCRIPTION
 DH2475
 DH2475'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2475'THE CALERA MUNICIPAL STANDPIPE IS LOCATED ABOUT 3/4 MILE NORTHWEST
 DH2475'OF THE CENTER OF CALERA, IN A FENCED COMPOUND, AT THE SITE OF
 DH2475'TRIANGULATION STATION CALERA.
 DH2475'
 DH2475'TO REACH THE STATION FROM THE POST OFFICE IN CALERA, GO NORTH ON
 DH2475'U. S. HIGHWAY 31 FOR 0.35 MILE TO A CROSS STREET.  TURN LEFT AND GO
 DH2475'WEST ON SEVENTH AVENUE FOR 0.4 MILE TO A CROSS STREET.  TURN RIGHT
 DH2475'AND GO NORTH ON SEVENTEENTH STREET FOR 0.05 MILE TO THE STATION ON
 DH2475'THE LEFT.
 DH2475'
 DH2475'THE STATION IS A STANDPIPE, PAINTED SILVER, WITH A CAP AT THE
 DH2475'APEX.  IT HAS AN OVERALL HEIGHT OF ABOUT 40 FEET.
 DH2475'
 DH2475'THE POINT INTERSECTED WAS TOP CENTER OF THE STANDPIPE.
 DH2475'
 DH2475'TRIANGULATION STATION CALERA IS LOCATED 36.39 FEET OR 11.09 METERS
 DH2475'NORTHWEST OF THE STANDPIPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2472 ***********************************************************************
 DH2472  DESIGNATION -  CALERA RADIO STA WBYE MAST
 DH2472  PID         -  DH2472
 DH2472  STATE/COUNTY-  AL/SHELBY
 DH2472  USGS QUAD   -  MONTEVALLO (1980)
 DH2472
 DH2472                         *CURRENT SURVEY CONTROL
 DH2472  ___________________________________________________________________
 DH2472* NAD 83(1992)-  33 05 31.40292(N)    086 46 34.27151(W)     ADJUSTED  
 DH2472* NAVD 88     -                                                        
 DH2472  ___________________________________________________________________
 DH2472  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DH2472  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH2472
 DH2472  HORZ ORDER  -  THIRD
 DH2472
 DH2472.The horizontal coordinates were established by classical geodetic methods
 DH2472.and adjusted by the National Geodetic Survey in December 1992..
 DH2472
 DH2472
 DH2472.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2472
 DH2472.The geoid height was determined by GEOID03.
 DH2472
 DH2472;                    North         East     Units Scale Factor Converg.
 DH2472;SPC AL W     -   343,054.357   667,568.590   MT  0.99998960   +0 23 42.7
 DH2472;UTM  16      - 3,661,514.670   520,886.004   MT  0.99960538   +0 07 19.9
 DH2472
 DH2472                          SUPERSEDED SURVEY CONTROL
 DH2472
 DH2472  NAD 83(1986)-  33 05 31.41027(N)    086 46 34.27478(W) AD(       ) 4
 DH2472  NAD 27      -  33 05 30.97055(N)    086 46 34.32705(W) AD(       ) 3
 DH2472
 DH2472.Superseded values are not recommended for survey control.
 DH2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2472.See file dsdata.txt to determine how the superseded data were derived.
 DH2472
 DH2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2088661515(NAD 83)
 DH2472_MARKER: 42 = RADIO/TV MAST
 DH2472
 DH2472  HISTORY     - Date     Condition        Report By
 DH2472  HISTORY     - 1971     FIRST OBSERVED   NGS
 DH2472
 DH2472                          STATION DESCRIPTION
 DH2472
 DH2472'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2472'THE CALERA RADIO STATION WBYE MAST IS LOCATED ABOUT 1-1/2 MILES
 DH2472'SOUTHWEST OF DOWNTOWN CALERA, ALONG STATE HIGHWAY 25.
 DH2472'
 DH2472'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 25 AND U.S.
 DH2472'HIGHWAY 31 IN CALERA, GO SOUTHWEST ON HIGHWAY 25 FOR 1-1/2 MILES TO
 DH2472'THE TRANSMITTING STATION ON THE LEFT.  THE MAST IS ABOUT 300 FEET
 DH2472'BEHIND THE BUILDING.
 DH2472'
 DH2472'THE MAST IS PAINTED ALTERNATE RED AND WHITE, ABOUT 150 FEET HIGH,
 DH2472'GUYED, WITH A RED LIGHT AT THE APEX.
 DH2472'
 DH2472'THE POINT INTERSECTED WAS THE RED LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2468 ***********************************************************************
 DH2468  DESIGNATION -  CALERA SOUTHERN HAULERS MAST
 DH2468  PID         -  DH2468
 DH2468  STATE/COUNTY-  AL/SHELBY
 DH2468  USGS QUAD   -  ALABASTER (1980)
 DH2468
 DH2468                         *CURRENT SURVEY CONTROL
 DH2468  ___________________________________________________________________
 DH2468* NAD 83(1992)-  33 08 34.98938(N)    086 45 10.04869(W)     ADJUSTED  
 DH2468* NAVD 88     -                                                        
 DH2468  ___________________________________________________________________
 DH2468  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DH2468  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2468
 DH2468  HORZ ORDER  -  THIRD
 DH2468
 DH2468.The horizontal coordinates were established by classical geodetic methods
 DH2468.and adjusted by the National Geodetic Survey in December 1992..
 DH2468
 DH2468
 DH2468.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2468
 DH2468.The geoid height was determined by GEOID03.
 DH2468
 DH2468;                    North         East     Units Scale Factor Converg.
 DH2468;SPC AL W     -   348,725.301   669,712.304   MT  0.99999323   +0 24 30.7
 DH2468;UTM  16      - 3,667,173.145   523,055.897   MT  0.99960655   +0 08 06.6
 DH2468
 DH2468                          SUPERSEDED SURVEY CONTROL
 DH2468
 DH2468  NAD 83(1986)-  33 08 34.99582(N)    086 45 10.05236(W) AD(       ) 4
 DH2468  NAD 27      -  33 08 34.57337(N)    086 45 10.10120(W) AD(       ) 3
 DH2468
 DH2468.Superseded values are not recommended for survey control.
 DH2468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2468.See file dsdata.txt to determine how the superseded data were derived.
 DH2468
 DH2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2305667173(NAD 83)
 DH2468_MARKER: 41 = ANTENNA MAST
 DH2468
 DH2468  HISTORY     - Date     Condition        Report By
 DH2468  HISTORY     - 1971     FIRST OBSERVED   NGS
 DH2468
 DH2468                          STATION DESCRIPTION
 DH2468
 DH2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2468'THE CALERA SOUTHERN HAULERS INCORPORATED KBV 556 MAST IS LOCATED
 DH2468'JUST WEST OF THE JUNCTION OF U. S. HIGHWAY 31 AND INTERSTATE HIGHWAY
 DH2468'65 ABOUT 2 MILES NORTH OF CALERA.  IT IS ON THE PROPERTY OF AND
 DH2468'OWNED BY SOUTHERN HAULERS INCORPORATED.
 DH2468'
 DH2468'THE STATION IS A BRIDGED STEEL STRUCTURE SUPPORTED BY BUY CABLES AND
 DH2468'PAINTED ALTERNATE RED AND WHITE.  IT HAS A RED LIGHT AT THE APEX AND
 DH2468'SEVERAL OTHER LIGHTS AT DIFFERENT HEIGHTS.  IT HAS AN OVERALL
 DH2468'HEIGHT OF 300 FEET.
 DH2468'
 DH2468'THE POINT INTERSECTED WAS THE RED LIGHT AT THE APEX OF THE MAST.
 DH2468'
 DH2468'THE STATION MAY BE MOVED IN THE NEAR FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1170 ***********************************************************************
 BU1170  DESIGNATION -  CAMDEN
 BU1170  PID         -  BU1170
 BU1170  STATE/COUNTY-  AL/WILCOX
 BU1170  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1170
 BU1170                         *CURRENT SURVEY CONTROL
 BU1170  ___________________________________________________________________
 BU1170* NAD 83(1992)-  31 59 40.01096(N)    087 17 37.92375(W)     ADJUSTED  
 BU1170* NAVD 88     -        74.390  (meters)     244.06   (feet)  ADJUSTED  
 BU1170  ___________________________________________________________________
 BU1170  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 BU1170  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BU1170  DYNAMIC HT  -          74.304 (meters)     243.78  (feet)  COMP
 BU1170  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 BU1170
 BU1170  HORZ ORDER  -  SECOND
 BU1170  VERT ORDER  -  SECOND    CLASS 0
 BU1170
 BU1170.The horizontal coordinates were established by classical geodetic methods
 BU1170.and adjusted by the National Geodetic Survey in December 1992..
 BU1170
 BU1170.The orthometric height was determined by differential leveling
 BU1170.and adjusted by the National Geodetic Survey in June 1991..
 BU1170
 BU1170.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1170
 BU1170.The geoid height was determined by GEOID03.
 BU1170
 BU1170.The dynamic height is computed by dividing the NAVD 88
 BU1170.geopotential number by the normal gravity value computed on the
 BU1170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1170.degrees latitude (g = 980.6199 gals.).
 BU1170
 BU1170.The modeled gravity was interpolated from observed gravity values.
 BU1170
 BU1170;                    North         East     Units Scale Factor Converg.
 BU1170;SPC AL W     -   221,127.159   619,477.982   MT  0.99993801   +0 06 33.2
 BU1170;UTM  16      - 3,539,857.958   472,240.898   MT  0.99960950   -0 09 20.5
 BU1170
 BU1170!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1170!SPC AL W     -   0.99999266  x   0.99993801  =   0.99993067
 BU1170!UTM  16      -   0.99999266  x   0.99960950  =   0.99960216
 BU1170
 BU1170|---------------------------------------------------------------------|
 BU1170| PID    Reference Object                     Distance      Geod. Az  |
 BU1170|                                                           dddmmss.s |
 BU1170| BU1171 CAMDEN RM 2                          48.807 METERS 25252     |
 BU1170| BU1909 CAMDEN MUNICIPAL TANK                83.223 METERS 28510     |
 BU1170| BU1172 CAMDEN AZ MK                                       3121125.2 |
 BU1170| BU1169 CAMDEN RM 1                          36.509 METERS 34637     |
 BU1170|---------------------------------------------------------------------|
 BU1170
 BU1170                          SUPERSEDED SURVEY CONTROL
 BU1170
 BU1170  NAD 83(1986)-  31 59 40.02293(N)    087 17 37.92431(W) AD(       ) 2
 BU1170  NAD 27      -  31 59 39.49300(N)    087 17 37.95600(W) AD(       ) 2
 BU1170  NGVD 29 (??/??/92)   74.354  (m)          243.94   (f) ADJ UNCH    2 0
 BU1170
 BU1170.Superseded values are not recommended for survey control.
 BU1170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1170.See file dsdata.txt to determine how the superseded data were derived.
 BU1170
 BU1170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA7224139858(NAD 83)
 BU1170_MARKER: DS = TRIANGULATION STATION DISK
 BU1170_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1170_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1170_STAMPING: CAMDEN 1944
 BU1170_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1170+STABILITY: SURFACE MOTION
 BU1170
 BU1170  HISTORY     - Date     Condition        Report By
 BU1170  HISTORY     - 1944     MONUMENTED       CGS
 BU1170  HISTORY     - 1950     GOOD             NGS
 BU1170
 BU1170                          STATION DESCRIPTION
 BU1170
 BU1170'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1170'STATION IS LOCATED ON THE E SIDE OF THE SCHOOL GROUNDS IN
 BU1170'THE CITY OF CAMDEN, 100 FEET E OF THE NE CORNER OF THE OLD CAMDEN
 BU1170'SCHOOL BUILDING, AND 36 FEET E OF A DIRT ROAD.  IT IS
 BU1170'STAMPED CAMDEN 1944 AND IS FLUSH WITH THE GROUND.
 BU1170'
 BU1170'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1170'DISKS SET IN CONCRETE.
 BU1170'
 BU1170'REFERENCE MARK 1 IS 119.78 FEET NNW OF THE STATION, 37 FEET
 BU1170'S OF THE CENTER LINE OF STATE HIGHWAY 28, 89.2 FEET N OF THE NE
 BU1170'CORNER OF THE OLD SCHOOL BUILDING, AND 49 FEET E OF THE SIDEWALK
 BU1170'LEADING TO THE SCHOOL.  IT IS STAMPED CAMDEN NO 1 1944.
 BU1170'
 BU1170'REFERENCE MARK 2 IS 160.13 FEET SW OF THE STATION, NEAR THE SE CORNER
 BU1170'OF THE OLD SCHOOL.  IT IS 15 FEET SW OF THE DRINKING FOUNTAIN
 BU1170'AND 12 FEET SE OF THE OLD SCHOOL BUILDING.  IT IS STAMPED
 BU1170'CAMDEN NO 2 1944.
 BU1170'
 BU1170'AZIMUTH MARK IS NW OF THE STATION, ON PROPERTY OWNED BY MR.
 BU1170'PRIM.  IT IS 3.4 FEET S OF A WOODEN WITNESS POST, 2 FEET
 BU1170'E OF A N-S FENCELINE, AND 92 FEET S OF THE CENTER LINE OF
 BU1170'STATE HIGHWAY 28.  IT IS STAMPED CAMDEN 1944.
 BU1170'
 BU1170'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NW ON STATE
 BU1170'HIGHWAY 28 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BU1170'
 BU1170'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BU1170
 BU1170                          STATION RECOVERY (1950)
 BU1170
 BU1170'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 BU1170'IN CAMDEN.
 BU1170'IN CAMDEN, ALONG STATE HIGHWAY 28, ON THE HIGH SCHOOL GROUNDS, 0.4
 BU1170'MILE NORTHWEST OF THE COURT HOUSE, 135 FEET SOUTH OF THE CENTER LINE
 BU1170'OF HIGHWAY 28, 39 FEET WEST OF THE CENTER LINE OF A STREET RUNNING
 BU1170'SOUTH, 101 FEET EAST OF THE SOUTHEAST CORNER OF THE OLD BRICK SCHOOL
 BU1170'BUILDING, 18 FEET SOUTHWEST OF THE NORTHEAST CORNER OF A WIRE FENCE
 BU1170'AROUND THE BALL GROUNDS, 120 FEET SOUTHEAST OF REFERENCE MARK NO. 1,
 BU1170'160 FEET NORTHEAST OF REFERENCE MARK NO. 2, ABOUT 3 FEET ABOVE THE
 BU1170'LEVEL OF THE STREET LEADING SOUTH AND IN THE TOP OF A CONCRETE POST
 BU1170'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1172 ***********************************************************************
 BU1172  DESIGNATION -  CAMDEN AZ MK
 BU1172  PID         -  BU1172
 BU1172  STATE/COUNTY-  AL/WILCOX
 BU1172  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1172
 BU1172                         *CURRENT SURVEY CONTROL
 BU1172  ___________________________________________________________________
 BU1172* NAD 83(1986)-  31 59 48.     (N)    087 17 47.     (W)     SCALED    
 BU1172* NAVD 88     -        75.221  (meters)     246.79   (feet)  ADJUSTED  
 BU1172  ___________________________________________________________________
 BU1172  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BU1172  DYNAMIC HT  -          75.134 (meters)     246.50  (feet)  COMP
 BU1172  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 BU1172
 BU1172  VERT ORDER  -  SECOND    CLASS 0
 BU1172
 BU1172.The horizontal coordinates were scaled from a topographic map and have
 BU1172.an estimated accuracy of +/- 6 seconds.
 BU1172
 BU1172.The orthometric height was determined by differential leveling
 BU1172.and adjusted by the National Geodetic Survey in June 1991..
 BU1172
 BU1172.The geoid height was determined by GEOID03.
 BU1172
 BU1172.The dynamic height is computed by dividing the NAVD 88
 BU1172.geopotential number by the normal gravity value computed on the
 BU1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1172.degrees latitude (g = 980.6199 gals.).
 BU1172
 BU1172.The modeled gravity was interpolated from observed gravity values.
 BU1172
 BU1172;                    North         East    Units  Estimated Accuracy
 BU1172;SPC AL W     -   221,370.      619,240.      MT  (+/- 180 meters Scaled)
 BU1172
 BU1172                          SUPERSEDED SURVEY CONTROL
 BU1172
 BU1172  NGVD 29 (??/??/92)   75.184  (m)          246.67   (f) ADJ UNCH    2 0
 BU1172
 BU1172.Superseded values are not recommended for survey control.
 BU1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1172.See file dsdata.txt to determine how the superseded data were derived.
 BU1172
 BU1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA720401(NAD 83)
 BU1172_MARKER: DZ = AZIMUTH MARK DISK
 BU1172_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1172_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1172_STAMPING: CAMDEN 1944
 BU1172_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1172+STABILITY: SURFACE MOTION
 BU1172
 BU1172  HISTORY     - Date     Condition        Report By
 BU1172  HISTORY     - 1944     MONUMENTED       CGS
 BU1172  HISTORY     - 1950     GOOD             NGS
 BU1172
 BU1172                          STATION DESCRIPTION
 BU1172
 BU1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU1172'IN CAMDEN.
 BU1172'IN THE NORTHWEST PART OF CAMDEN, 0.6 MILE NORTHWEST ALONG STATE
 BU1172'HIGHWAY 28 FROM THE COURT HOUSE, ABOUT 0.2 MILE WEST OF THE HIGH
 BU1172'SCHOOL, BETWEEN A SMALL WHITE BUNGALOW AND A LARGE WHITE HOUSE (BOTH
 BU1172'LOCATED ON SOUTHWEST SIDE OF HIGHWAY), 91 FEET SOUTHWEST OF THE CENTER
 BU1172'LINE OF THE HIGHWAY, 60 FEET SOUTHEAST OF THE EAST CORNER OF THE LARGE
 BU1172'WHITE HOUSE, 5 1/2 FEET NORTHEAST OF A 12-INCH HICKORY, 2 FEET
 BU1172'SOUTHEAST OF A WIRE FENCE SEPARATING TWO PROPERTIES MENTIONED, 2 FEET
 BU1172'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 BU1172'AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1909 ***********************************************************************
 BU1909  DESIGNATION -  CAMDEN MUNICIPAL TANK
 BU1909  PID         -  BU1909
 BU1909  STATE/COUNTY-  AL/WILCOX
 BU1909  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1909
 BU1909                         *CURRENT SURVEY CONTROL
 BU1909  ___________________________________________________________________
 BU1909* NAD 83(1992)-  31 59 40.71793(N)    087 17 40.98372(W)     ADJUSTED  
 BU1909* NAVD 88     -                                                        
 BU1909  ___________________________________________________________________
 BU1909  LAPLACE CORR-           2.00  (seconds)                    DEFLEC99
 BU1909  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BU1909
 BU1909  HORZ ORDER  -  THIRD
 BU1909
 BU1909.The horizontal coordinates were established by classical geodetic methods
 BU1909.and adjusted by the National Geodetic Survey in December 1992..
 BU1909
 BU1909
 BU1909.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1909
 BU1909.The geoid height was determined by GEOID03.
 BU1909
 BU1909;                    North         East     Units Scale Factor Converg.
 BU1909;SPC AL W     -   221,148.781   619,397.622   MT  0.99993797   +0 06 31.6
 BU1909;UTM  16      - 3,539,879.944   472,160.666   MT  0.99960956   -0 09 22.2
 BU1909
 BU1909                          SUPERSEDED SURVEY CONTROL
 BU1909
 BU1909  NAD 83(1986)-  31 59 40.72996(N)    087 17 40.98431(W) AD(       ) 4
 BU1909  NAD 27      -  31 59 40.20000(N)    087 17 41.01600(W) AD(       ) 3
 BU1909
 BU1909.Superseded values are not recommended for survey control.
 BU1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1909.See file dsdata.txt to determine how the superseded data were derived.
 BU1909
 BU1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA7216139880(NAD 83)
 BU1909_MARKER: 53 = ELEVATED TANK
 BU1909
 BU1909  HISTORY     - Date     Condition        Report By
 BU1909  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1909
 BU1909                          STATION DESCRIPTION
 BU1909
 BU1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1909'STATION IS THE CONICAL ROOF WATER TANK ATOP A FOUR-LEGGED
 BU1909'STEEL STRUCTURE, LOCATED BETWEEN THE OLD AND NEW SCHOOL
 BU1909'BUILDINGS OF THE CAMDEN SCHOOL IN THE CITY OF CAMDEN.  IT IS
 BU1909'ABOUT 115 FEET HIGH AND PAINTED SILVER.
 BU1909'
 BU1909'THE POINT OBSERVED ON WAS THE SMALL BALL AT THE APEX OF THE
 BU1909'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1169 ***********************************************************************
 BU1169  DESIGNATION -  CAMDEN RM 1
 BU1169  PID         -  BU1169
 BU1169  STATE/COUNTY-  AL/WILCOX
 BU1169  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1169
 BU1169                         *CURRENT SURVEY CONTROL
 BU1169  ___________________________________________________________________
 BU1169* NAD 83(1986)-  31 59 40.     (N)    087 17 37.     (W)     SCALED    
 BU1169* NAVD 88     -        74.443  (meters)     244.24   (feet)  ADJUSTED  
 BU1169  ___________________________________________________________________
 BU1169  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BU1169  DYNAMIC HT  -          74.357 (meters)     243.95  (feet)  COMP
 BU1169  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 BU1169
 BU1169  VERT ORDER  -  SECOND    CLASS 0
 BU1169
 BU1169.The horizontal coordinates were scaled from a topographic map and have
 BU1169.an estimated accuracy of +/- 6 seconds.
 BU1169
 BU1169.The orthometric height was determined by differential leveling
 BU1169.and adjusted by the National Geodetic Survey in June 1991..
 BU1169
 BU1169.The geoid height was determined by GEOID03.
 BU1169
 BU1169.The dynamic height is computed by dividing the NAVD 88
 BU1169.geopotential number by the normal gravity value computed on the
 BU1169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1169.degrees latitude (g = 980.6199 gals.).
 BU1169
 BU1169.The modeled gravity was interpolated from observed gravity values.
 BU1169
 BU1169;                    North         East    Units  Estimated Accuracy
 BU1169;SPC AL W     -   221,130.      619,500.      MT  (+/- 180 meters Scaled)
 BU1169
 BU1169                          SUPERSEDED SURVEY CONTROL
 BU1169
 BU1169  NGVD 29 (??/??/92)   74.406  (m)          244.11   (f) ADJ UNCH    2 0
 BU1169
 BU1169.Superseded values are not recommended for survey control.
 BU1169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1169.See file dsdata.txt to determine how the superseded data were derived.
 BU1169
 BU1169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA722398(NAD 83)
 BU1169_MARKER: DR = REFERENCE MARK DISK
 BU1169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1169_STAMPING: CAMDEN NO 1 1944
 BU1169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1169+STABILITY: SURFACE MOTION
 BU1169
 BU1169  HISTORY     - Date     Condition        Report By
 BU1169  HISTORY     - 1944     MONUMENTED       CGS
 BU1169  HISTORY     - 1950     GOOD             NGS
 BU1169
 BU1169                          STATION DESCRIPTION
 BU1169
 BU1169'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU1169'IN CAMDEN.
 BU1169'IN THE NORTHWEST PART OF CAMDEN, ON THE HIGH SCHOOL GROUNDS AND ALONG
 BU1169'STATE HIGHWAY 28, 89 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE OLD
 BU1169'BRICK SCHOOL BUILDING, 38 FEET SOUTH OF THE CENTER LINE OF HIGHWAY 28,
 BU1169'120 FEET NORTHWEST OF TRIANGULATION STATION CAMDEN, 70 FEET
 BU1169'WEST-NORTHWEST OF THE CENTER LINE OF A STREET LEADING SOUTH, 35 FEET
 BU1169'WEST-NORTHWEST OF A 24-INCH OAK TREE, ABOUT 3 FEET ABOVE THE LEVEL OF
 BU1169'THE HIGHWAY AND IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1171 ***********************************************************************
 BU1171  DESIGNATION -  CAMDEN RM 2
 BU1171  PID         -  BU1171
 BU1171  STATE/COUNTY-  AL/WILCOX
 BU1171  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1171
 BU1171                         *CURRENT SURVEY CONTROL
 BU1171  ___________________________________________________________________
 BU1171* NAD 83(1986)-  31 59 40.     (N)    087 17 37.     (W)     SCALED    
 BU1171* NAVD 88     -        74.394  (meters)     244.07   (feet)  ADJUSTED  
 BU1171  ___________________________________________________________________
 BU1171  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BU1171  DYNAMIC HT  -          74.307 (meters)     243.79  (feet)  COMP
 BU1171  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 BU1171
 BU1171  VERT ORDER  -  SECOND    CLASS 0
 BU1171
 BU1171.The horizontal coordinates were scaled from a topographic map and have
 BU1171.an estimated accuracy of +/- 6 seconds.
 BU1171
 BU1171.The orthometric height was determined by differential leveling
 BU1171.and adjusted by the National Geodetic Survey in June 1991..
 BU1171
 BU1171.The geoid height was determined by GEOID03.
 BU1171
 BU1171.The dynamic height is computed by dividing the NAVD 88
 BU1171.geopotential number by the normal gravity value computed on the
 BU1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1171.degrees latitude (g = 980.6199 gals.).
 BU1171
 BU1171.The modeled gravity was interpolated from observed gravity values.
 BU1171
 BU1171;                    North         East    Units  Estimated Accuracy
 BU1171;SPC AL W     -   221,130.      619,500.      MT  (+/- 180 meters Scaled)
 BU1171
 BU1171                          SUPERSEDED SURVEY CONTROL
 BU1171
 BU1171  NGVD 29 (??/??/92)   74.357  (m)          243.95   (f) ADJ UNCH    2 0
 BU1171
 BU1171.Superseded values are not recommended for survey control.
 BU1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1171.See file dsdata.txt to determine how the superseded data were derived.
 BU1171
 BU1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA722398(NAD 83)
 BU1171_MARKER: DR = REFERENCE MARK DISK
 BU1171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1171_STAMPING: CAMDEN NO 2 1944
 BU1171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1171+STABILITY: SURFACE MOTION
 BU1171
 BU1171  HISTORY     - Date     Condition        Report By
 BU1171  HISTORY     - 1944     MONUMENTED       CGS
 BU1171  HISTORY     - 1950     GOOD             NGS
 BU1171
 BU1171                          STATION DESCRIPTION
 BU1171
 BU1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU1171'IN CAMDEN.
 BU1171'IN THE NORTHWEST PART OF CAMDEN, ON THE HIGH SCHOOL GROUNDS AND ALONG
 BU1171'STATE HIGHWAY 28, 12 1/2 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BU1171'OLD BRICK SCHOOL BUILDING, 160 FEET SOUTHWEST OF TRIANGULATION STATION
 BU1171'CAMDEN, 15 1/2 FEET SOUTHWEST OF A DRINKING FOUNTAIN AND IN THE TOP OF
 BU1171'A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1870 ***********************************************************************
 BU1870  DESIGNATION -  CAMP
 BU1870  PID         -  BU1870
 BU1870  STATE/COUNTY-  AL/ESCAMBIA
 BU1870  USGS QUAD   -  ROBERTS (1982)
 BU1870
 BU1870                         *CURRENT SURVEY CONTROL
 BU1870  ___________________________________________________________________
 BU1870* NAD 83(1992)-  31 00 01.70432(N)    086 57 49.17841(W)     ADJUSTED  
 BU1870* NAVD 88     -        79.     (meters)     259.     (feet)  SCALED    
 BU1870  ___________________________________________________________________
 BU1870  LAPLACE CORR-           1.70  (seconds)                    DEFLEC99
 BU1870  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BU1870
 BU1870  HORZ ORDER  -  FIRST
 BU1870
 BU1870.The horizontal coordinates were established by classical geodetic methods
 BU1870.and adjusted by the National Geodetic Survey in December 1992..
 BU1870
 BU1870.The orthometric height was scaled from a topographic map.
 BU1870
 BU1870.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1870
 BU1870.The geoid height was determined by GEOID03.
 BU1870
 BU1870;                    North         East     Units Scale Factor Converg.
 BU1870;SPC AL W     -   111,029.493   651,219.378   MT  0.99996568   +0 16 34.5
 BU1870;SPC FL N     -   224,300.290   364,716.683   MT  1.00005395   -1 14 17.0
 BU1870;SPC FL N     -   735,891.87  1,196,574.65   sFT  1.00005395   -1 14 17.0
 BU1870;UTM  16      - 3,429,654.967   503,469.156   MT  0.99960015   +0 01 07.4
 BU1870
 BU1870!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1870!SPC AL W     -   0.99999191  x   0.99996568  =   0.99995759
 BU1870!SPC FL N     -   0.99999191  x   1.00005395  =   1.00004586
 BU1870!UTM  16      -   0.99999191  x   0.99960015  =   0.99959206
 BU1870
 BU1870|---------------------------------------------------------------------|
 BU1870| PID    Reference Object                     Distance      Geod. Az  |
 BU1870|                                                           dddmmss.s |
 BU1870| CG1260 CAMP RM 2                            25.399 METERS 02756     |
 BU1870| BU1868 ROCK SPRINGS FIRE TOWER             APPROX.15.6 KM 0714606.5 |
 BU1870| BU1869 ALAFLORA BAGDAD LMBR STACK          APPROX.11.3 KM 0822005.2 |
 BU1870| BG4528 CAMP HENDERSON FIRE TOWER           APPROX. 0.8 KM 2111015.7 |
 BU1870| CG1259 CAMP RM 1                            28.106 METERS 30134     |
 BU1870| BU1921 UNDERWOOD FIRE TOWER                APPROX.13.7 KM 3332431.9 |
 BU1870| CG1258 CAMP AZ MK                                         3553907.6 |
 BU1870|---------------------------------------------------------------------|
 BU1870
 BU1870                          SUPERSEDED SURVEY CONTROL
 BU1870
 BU1870  NAD 83(1992)-  31 00 01.71113(N)    086 57 49.17821(W) AD(       ) 1
 BU1870  NAD 83(1986)-  31 00 01.72151(N)    086 57 49.18299(W) AD(       ) 1
 BU1870  NAD 27      -  31 00 01.06800(N)    086 57 49.31300(W) AD(       ) 1
 BU1870
 BU1870.Superseded values are not recommended for survey control.
 BU1870.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1870.See file dsdata.txt to determine how the superseded data were derived.
 BU1870
 BU1870_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0346929655(NAD 83)
 BU1870_MARKER: DS = TRIANGULATION STATION DISK
 BU1870_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1870
 BU1870  HISTORY     - Date     Condition        Report By
 BU1870  HISTORY     - 1938     MONUMENTED       CGS
 BU1870  HISTORY     - 1959     POOR             USGS
 BU1870
 BU1870                          STATION DESCRIPTION
 BU1870
 BU1870'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BU1870'THIS STATION IS LOCATED 0.4 MILE SE OF CAMP HENDERSON FIRE TOWER,
 BU1870'IN CENTER OF A CLEARED STRIP WHICH IS CONSIDERED ON
 BU1870'FLORIDA-ALABAMA STATE LINE.  IT LIES AT N EDGE OF NW 1/4 SEC. 29,
 BU1870'T 6 N, R 27 W, ON PROPERTY OWNED BY U.S. RESETTLEMENT
 BU1870'ADMINISTRATION, 55 PACES E OF CENTER LINE OF ROAD, 48 PACES E OF A
 BU1870'R.A. SIGN, ON A LINE WITH R.A. POSTS TO WESTWARD, AND
 BU1870'PROJECTS 5 INCHES ABOVE GROUND.
 BU1870'
 BU1870'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BU1870'BRONZE DISKS SET IN CONCRETE.
 BU1870'
 BU1870'REFERENCE MARK NO. 1 IS NW OF STATION, 50 FEET E OF CENTER LINE
 BU1870'OF ROAD, 6 FEET SW OF A 5-INCH PINE, AND PROJECTS 2 INCHES.
 BU1870'REFERENCE MARK NO. 2 IS NNE OF STATION AND PROJECTS 4 INCHES.
 BU1870'
 BU1870'AZIMUTH MARK IS N OF STATION, 34 FEET W OF CENTER LINE OF ROAD,
 BU1870'AND PROJECTS 5 INCHES.
 BU1870'
 BU1870'TO REACH FROM DIXONVILLE, ALABAMA, GO E ON ROAD BETWEEN STORES
 BU1870'3.75 MILES TO A V FROM R.  TURN SHARP R ON V AND GO 1.65 MILES TO
 BU1870'FORKS, CONTINUE ON R FORK 0.7 MILE TO STATE LINE AT R.A. POST
 BU1870'A-35/36, AND STATION TO L AS DESCRIBED.
 BU1870'
 BU1870'HEIGHT OF LIGHT ABOVE STATION MARK - 100 FEET.
 BU1870
 BU1870                          STATION RECOVERY (1959)
 BU1870
 BU1870'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 BU1870'MARK HAS BEEN HIT BY SOME TYPE OF MACHINERY AND IS LEANING
 BU1870'WAY OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2463 ***********************************************************************
 DH2463  DESIGNATION -  CAMP
 DH2463  PID         -  DH2463
 DH2463  STATE/COUNTY-  AL/SHELBY
 DH2463  USGS QUAD   -  BOUNDS LAKE (1980)
 DH2463
 DH2463                         *CURRENT SURVEY CONTROL
 DH2463  ___________________________________________________________________
 DH2463* NAD 83(1992)-  33 07 32.14266(N)    086 40 24.02533(W)     ADJUSTED  
 DH2463* NAVD 88     -       196.9    (meters)     646.     (feet)  VERTCON   
 DH2463  ___________________________________________________________________
 DH2463  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 DH2463  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2463
 DH2463  HORZ ORDER  -  FIRST
 DH2463
 DH2463.The horizontal coordinates were established by classical geodetic methods
 DH2463.and adjusted by the National Geodetic Survey in December 1992..
 DH2463
 DH2463.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2463.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2463
 DH2463.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2463
 DH2463.The geoid height was determined by GEOID03.
 DH2463
 DH2463;                    North         East     Units Scale Factor Converg.
 DH2463;SPC AL W     -   346,844.867   677,140.303   MT  1.00000668   +0 27 06.4
 DH2463;UTM  16      - 3,665,258.048   530,471.941   MT  0.99961145   +0 10 42.6
 DH2463
 DH2463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2463!SPC AL W     -   0.99997366  x   1.00000668  =   0.99998034
 DH2463!UTM  16      -   0.99997366  x   0.99961145  =   0.99958512
 DH2463
 DH2463:                Primary Azimuth Mark                     Grid Az
 DH2463:SPC AL W     -  COLUMBIANA SW MUN TANK                   046 00 55.3
 DH2463:UTM  16      -  COLUMBIANA SW MUN TANK                   046 17 19.1
 DH2463
 DH2463|---------------------------------------------------------------------|
 DH2463| PID    Reference Object                     Distance      Geod. Az  |
 DH2463|                                                           dddmmss.s |
 DH2463| DH2458 COLUMBIANA SW MUN TANK              APPROX. 7.0 KM 0462801.7 |
 DH2463| DH2457 COLUMBIANA MTN BCN                  APPROX.10.4 KM 0524933.3 |
 DH2463| CG1266 CAMP RM 1                            19.679 METERS 20710     |
 DH2463| DH2472 CALERA RADIO STA WBYE MAST          APPROX.10.3 KM 2485050.8 |
 DH2463| DH2471 CALERA                              APPROX. 8.2 KM 2581042.3 |
 DH2463| CG1268 CAMP RM 3                            14.503 METERS 27557     |
 DH2463| CG1267 CAMP RM 2                            21.093 METERS 29102     |
 DH2463|---------------------------------------------------------------------|
 DH2463
 DH2463                          SUPERSEDED SURVEY CONTROL
 DH2463
 DH2463  NAD 83(1986)-  33 07 32.14964(N)    086 40 24.02877(W) AD(       ) 1
 DH2463  NAD 27      -  33 07 31.72380(N)    086 40 24.08536(W) AD(       ) 1
 DH2463  NGVD 29 (07/19/86)  196.8    (m)          646.     (f) VERT ANG       
 DH2463
 DH2463.Superseded values are not recommended for survey control.
 DH2463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2463.See file dsdata.txt to determine how the superseded data were derived.
 DH2463
 DH2463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3047265258(NAD 83)
 DH2463_MARKER: DS = TRIANGULATION STATION DISK
 DH2463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2463_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2463_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2463+SATELLITE: SATELLITE OBSERVATIONS - February 01, 2001
 DH2463
 DH2463  HISTORY     - Date     Condition        Report By
 DH2463  HISTORY     - 1971     MONUMENTED       NGS
 DH2463  HISTORY     - 1974     GOOD             LOCSUR
 DH2463  HISTORY     - 1979     GOOD             NGS
 DH2463  HISTORY     - 20010201 GOOD             LOCSUR
 DH2463
 DH2463                          STATION DESCRIPTION
 DH2463
 DH2463'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2463'THE STATION IS LOCATED 5 MILES EAST-NORTHEAST OF CALERA, 5 MILES
 DH2463'SOUTHWEST OF COLUMBIANA, IN THE SOUTHWEST 1/4 OF SECTION 8, T 21 S,
 DH2463'R 1 W, IN THE WOODS ALONG A DIRT ROAD, ON LAND OWNED BY THE GULF
 DH2463'STATES PAPER COMPANY.
 DH2463'
 DH2463'TO REACH THE STATION FROM THE CALERA POST OFFICE, GO SOUTH ON U.S.
 DH2463'HIGHWAY 31 FOR 0.1 MILE TO ITS JUNCTION WITH STATE HIGHWAY 25.  TURN
 DH2463'LEFT AND GO EAST ON HIGHWAY 25 FOR 0.9 MILE TO THE BRIDGE OVER
 DH2463'INTERSTATE HIGHWAY 65.  CONTINUE NORTHEAST ON HIGHWAY 25 FOR 1.8
 DH2463'MILES TO A RAILROAD CROSSING AND A ROAD RIGHT.  CONTINUE NORTHEAST ON
 DH2463'HIGHWAY 25 FOR 2.2 MILES TO COUNTY ROUTE 42 ON THE LEFT AND A
 DH2463'ROAD RIGHT.  TURN RIGHT AND GO SOUTHEAST ON THE DIRT ROAD,
 DH2463'CROSSING RAILROAD TRACK, FOR 1.0 MILE TO A FORK.  KEEP LEFT
 DH2463'ON MAIN ROAD AND GO SOUTHEAST FOR 0.15 MILE TO A ROAD RIGHT.
 DH2463'CONTINUE EAST ON THE MAIN ROAD FOR 0.3 MILE TO A NARROW ROAD ON
 DH2463'THE RIGHT.  TURN RIGHT AND GO SOUTHEAST FOR 75 FEET TO THE
 DH2463'STATION ON THE LEFT.
 DH2463'
 DH2463'THE STATION MARKS ARE STANDARD DISKS STAMPED CAMP 1971.  THE SURFACE
 DH2463'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DH2463'WHICH PROJECTS 5 INCHES ABOVE GROUND.  IT IS 64 FEET SOUTHEAST OF
 DH2463'THE MAIN DIRT ROAD, 15 FEET NORTHEAST OF THE TRACK ROAD, 11.3 FEET
 DH2463'SOUTHEAST OF A 10-INCH TRIANGULAR-BLAZED TREE, AND 5.2 FEET
 DH2463'NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN
 DH2463'THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE
 DH2463'SURFACE.
 DH2463'
 DH2463'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CAMP NO 1 1971, SET IN
 DH2463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 DH2463'INCHES ABOVE GROUND.  IT IS 66.8 FEET WEST-SOUTHWEST OF THE WITNESS
 DH2463'POST, 47 FEET SOUTHWEST OF THE CENTER OF THE NARROW ROAD, AND 8.0
 DH2463'FEET WEST OF A 10-INCH TRIANGULAR-BLAZED TREE.
 DH2463'
 DH2463'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CAMP NO 2 1971, SET IN
 DH2463'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1
 DH2463'INCH ABOVE GROUND.  IT IS 31 FEET SOUTHEAST OF THE CENTER OF THE
 DH2463'MAIN ROAD, 16 FEET SOUTHWEST OF THE CENTER OF THE NARROW ROAD, AND
 DH2463'14.0 FEET SOUTHEAST OF A METAL WITNESS POST.
 DH2463'
 DH2463'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 DH2463'
 DH2463'HEIGHT OF LIGHT ABOVE STATION MARK 26.8 METERS.
 DH2463
 DH2463                          STATION RECOVERY (1974)
 DH2463
 DH2463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1974
 DH2463'STATION AND RM 1 FOUND IN GOOD CONDITION.  RM 2 HAS BEEN DESTROYED.
 DH2463
 DH2463                          STATION RECOVERY (1979)
 DH2463
 DH2463'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 DH2463'STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD
 DH2463'CONDITION, REFERENCE MARK NO. 2 WAS FOUND DESTROYED.  NO ORIGINAL
 DH2463'AZIMUTH WAS ESTABLISHED AND NO SUITABLE LOCATION WAS FOUND AT THIS
 DH2463'TIME.  A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED.  A NEW DESCRIPTION
 DH2463'FOLLOWS--
 DH2463'
 DH2463'THE STATION IS LOCATED 5 MILES EAST NORTHEAST OF CALERA, 5 MILES
 DH2463'SOUTHWEST OF COLUMBIANA, IN THE SOUTHWEST QUARTER OF SECTION 8, T 21S,
 DH2463'R 1W, ON LAND OWNED BY THE GULF STATES PAPER COMPANY.
 DH2463'
 DH2463'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY 25
 DH2463'EAST IN CALERA GO EAST ON HIGHWAY 25 FOR 0.9 MILE TO BRIDGE OVER
 DH2463'INTERSTATE HIGHWAY 65, CONTINUE NORTHEAST ON HIGHWAY 25 FOR 1.8 MILES
 DH2463'TO A RAILROAD CROSSING, CONTINUE NORTHEAST ON HIGHWAY 25 FOR 2.2 MILES
 DH2463'TO COUNTY ROUTE 42 ON THE LEFT AND A GRAVEL ROAD ON THE RIGHT, TURN
 DH2463'RIGHT AND GO SOUTHEAST, CROSSING RAILROAD TRACKS, FOR 1 MILE TO A FORK
 DH2463'KEEP THE LEFT FORK ON MAIN ROAD FOR 0.15 MILE TO A ROAD ON THE RIGHT,
 DH2463'CONTINUE STRAIGHT AHEAD ON THE MAIN ROAD FOR 0.3 MILE TO A WOODS ROAD
 DH2463'AND STATION ON THE RIGHT.
 DH2463'
 DH2463'STATION MARK IS A STANDARD DISK, STAMPED---CAMP 1971---SET IN THE TOP
 DH2463'OF A ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS 65 FEET SOUTHEAST
 DH2463'OF THE CENTER OF THE MAIN ROAD, 15 FEET NORTHEAST OF THE CENTER OF THE
 DH2463'WOODS ROAD, 9 FEET SOUTH SOUTHWEST OF A LONE 6 INCH OAK TREE AND 1
 DH2463'FOOT NORTHWEST OF A METAL WITNESS POST AND SIGN.
 DH2463'
 DH2463'REFERENCE MARK NO. 1 IS A STANDARD DISK STAMPED---CAMP NO 1
 DH2463'1971---SET IN TOP OF ROUND CONCRETE POST PROJECTING 4 INCHES.  IT IS
 DH2463'47 FEET SOUTHWEST OF THE CENTER OF THE WOODS ROAD AND 1 FOOT NORTHEAST
 DH2463'OF A METAL WITNESS POST AND SIGN.
 DH2463'
 DH2463'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---CAMP 1971 NO 3
 DH2463'1979---SET IN TOP OF ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 DH2463'52 FEET SOUTHEAST OF THE CENTER OF MAIN ROAD, 17 FEET SOUTHWEST OF THE
 DH2463'CENTER OF WOODS ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS POST AND
 DH2463'SIGN.
 DH2463
 DH2463                          STATION RECOVERY (2001)
 DH2463
 DH2463'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 2001 (JKM)
 DH2463'AFTER CROSSING RAILROAD TRACKS AT CO. RD. 42 GO 1 MILE ON POPLAR LOOP
 DH2463'ROAD (NOW PAVED) TO A DIRT ROAD THAT FORKS TO THE RIGHT. FOLLOW DIRT
 DH2463'ROAD BETWEEN BARN AND HOUSE FOR ABOUT 0.3 MILES TO TOP OF HILL AND
 DH2463'DIRT ROAD TO RIGHT AS DESCRIBED AND STATION ON THE RIGHT. RM 1 AND RM
 DH2463'3 RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1303 ***********************************************************************
 CM1303  DESIGNATION -  CAMP HILL
 CM1303  PID         -  CM1303
 CM1303  STATE/COUNTY-  AL/TALLAPOOSA
 CM1303  USGS QUAD   -  CAMP HILL (1971)
 CM1303
 CM1303                         *CURRENT SURVEY CONTROL
 CM1303  ___________________________________________________________________
 CM1303* NAD 83(1986)-  32 47 56.     (N)    085 39 03.     (W)     SCALED    
 CM1303* NAVD 88     -       208.400  (meters)     683.73   (feet)  ADJUSTED  
 CM1303  ___________________________________________________________________
 CM1303  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CM1303  DYNAMIC HT  -         208.156 (meters)     682.93  (feet)  COMP
 CM1303  MODELED GRAV-     979,461.5   (mgal)                       NAVD 88
 CM1303
 CM1303  VERT ORDER  -  SECOND    CLASS 0
 CM1303
 CM1303.The horizontal coordinates were scaled from a topographic map and have
 CM1303.an estimated accuracy of +/- 6 seconds.
 CM1303
 CM1303.The orthometric height was determined by differential leveling
 CM1303.and adjusted by the National Geodetic Survey in June 1991..
 CM1303
 CM1303.The geoid height was determined by GEOID03.
 CM1303
 CM1303.The dynamic height is computed by dividing the NAVD 88
 CM1303.geopotential number by the normal gravity value computed on the
 CM1303.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1303.degrees latitude (g = 980.6199 gals.).
 CM1303
 CM1303.The modeled gravity was interpolated from observed gravity values.
 CM1303
 CM1303;                    North         East    Units  Estimated Accuracy
 CM1303;SPC AL E     -   254,910.      217,090.      MT  (+/- 180 meters Scaled)
 CM1303
 CM1303                          SUPERSEDED SURVEY CONTROL
 CM1303
 CM1303  NGVD 29 (??/??/92)  208.371  (m)          683.63   (f) ADJ UNCH    2 0
 CM1303
 CM1303.Superseded values are not recommended for survey control.
 CM1303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1303.See file dsdata.txt to determine how the superseded data were derived.
 CM1303
 CM1303_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB263297(NAD 83)
 CM1303_MARKER: DB = BENCH MARK DISK
 CM1303_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1303_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1303_STAMPING: CAMP HILL 1934
 CM1303_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1303+STABILITY: SURFACE MOTION
 CM1303
 CM1303  HISTORY     - Date     Condition        Report By
 CM1303  HISTORY     - 1934     MONUMENTED       CGS
 CM1303  HISTORY     - 1971     GOOD             NGS
 CM1303  HISTORY     - 20020204 MARK NOT FOUND   JCLS
 CM1303
 CM1303                          STATION DESCRIPTION
 CM1303
 CM1303'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1303'AT CAMP HILL.
 CM1303'CAMP HILL 1934 IS LOCATED IN THE CAMP HILL HIGH SCHOOL YARD,
 CM1303'107 FT. NORTH OF THE FRONT ENTRANCE TO BUILDING, 57 FT. WEST OF
 CM1303'CENTERLINE OF EAST DRIVEWAY TO SCHOOL BUILDING, 11.8 FT. SOUTH
 CM1303'OF SOUTH EDGE OF SIDE WALK ALONG COLLEGE STREET.  STANDARD
 CM1303'TABLET SET IN TOP OF A CONCRETE POST 1 IN. HIGH.
 CM1303
 CM1303                          STATION RECOVERY (1971)
 CM1303
 CM1303'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CM1303'RECOVERED IN GOOD CONDITION.
 CM1303
 CM1303                          STATION RECOVERY (2002)
 CM1303
 CM1303'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 CM1303'MARK NOT FOUND
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2308 ***********************************************************************
 CM2308  DESIGNATION -  CAMP HILL MUN TANK
 CM2308  PID         -  CM2308
 CM2308  STATE/COUNTY-  AL/TALLAPOOSA
 CM2308  USGS QUAD   -  CAMP HILL (1971)
 CM2308
 CM2308                         *CURRENT SURVEY CONTROL
 CM2308  ___________________________________________________________________
 CM2308* NAD 83(1992)-  32 48 10.52206(N)    085 39 04.46872(W)     ADJUSTED  
 CM2308* NAVD 88     -                                                        
 CM2308  ___________________________________________________________________
 CM2308  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CM2308  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CM2308
 CM2308  HORZ ORDER  -  THIRD
 CM2308
 CM2308.The horizontal coordinates were established by classical geodetic methods
 CM2308.and adjusted by the National Geodetic Survey in December 1992..
 CM2308
 CM2308
 CM2308.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2308
 CM2308.The geoid height was determined by GEOID03.
 CM2308
 CM2308;                    North         East     Units Scale Factor Converg.
 CM2308;SPC AL E     -   255,354.382   217,054.146   MT  0.99996358   +0 05 55.1
 CM2308;UTM  16      - 3,630,244.602   626,279.638   MT  0.99979663   +0 43 50.8
 CM2308
 CM2308                          SUPERSEDED SURVEY CONTROL
 CM2308
 CM2308  NAD 83(1986)-  32 48 10.52834(N)    085 39 04.46920(W) AD(       ) 4
 CM2308  NAD 27      -  32 48 10.06700(N)    085 39 04.66600(W) AD(       ) 3
 CM2308
 CM2308.Superseded values are not recommended for survey control.
 CM2308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2308.See file dsdata.txt to determine how the superseded data were derived.
 CM2308
 CM2308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2628030245(NAD 83)
 CM2308_MARKER: 51 = TANK
 CM2308
 CM2308  HISTORY     - Date     Condition        Report By
 CM2308  HISTORY     - 1930     FIRST OBSERVED   CGS
 CM2308
 CM2308                          STATION DESCRIPTION
 CM2308
 CM2308'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2126 ***********************************************************************
 BT2126  DESIGNATION -  CAMP RUCKER N TANK
 BT2126  PID         -  BT2126
 BT2126  STATE/COUNTY-  AL/DALE
 BT2126  USGS QUAD   -  DALEVILLE (1980)
 BT2126
 BT2126                         *CURRENT SURVEY CONTROL
 BT2126  ___________________________________________________________________
 BT2126* NAD 83(1992)-  31 20 45.21167(N)    085 42 37.25665(W)     ADJUSTED  
 BT2126* NAVD 88     -                                                        
 BT2126  ___________________________________________________________________
 BT2126  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 BT2126  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BT2126
 BT2126  HORZ ORDER  -  THIRD
 BT2126
 BT2126.The horizontal coordinates were established by classical geodetic methods
 BT2126.and adjusted by the National Geodetic Survey in December 1992..
 BT2126
 BT2126
 BT2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2126
 BT2126.The geoid height was determined by GEOID03.
 BT2126
 BT2126;                    North         East     Units Scale Factor Converg.
 BT2126;SPC AL E     -    93,785.278   211,702.448   MT  0.99996169   +0 03 50.3
 BT2126;UTM  16      - 3,468,654.786   622,676.048   MT  0.99978562   +0 40 15.5
 BT2126
 BT2126                          SUPERSEDED SURVEY CONTROL
 BT2126
 BT2126  NAD 83(1986)-  31 20 45.22345(N)    085 42 37.26292(W) AD(       ) 4
 BT2126  NAD 27      -  31 20 44.59800(N)    085 42 37.49200(W) AD(       ) 3
 BT2126
 BT2126.Superseded values are not recommended for survey control.
 BT2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2126.See file dsdata.txt to determine how the superseded data were derived.
 BT2126
 BT2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2267668655(NAD 83)
 BT2126_MARKER: 53 = ELEVATED TANK
 BT2126
 BT2126  HISTORY     - Date     Condition        Report By
 BT2126  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2126  HISTORY     - 1945     GOOD             CGS
 BT2126  HISTORY     - 1965     GOOD             AMS
 BT2126  HISTORY     - 1981     GOOD             NGS
 BT2126
 BT2126                          STATION DESCRIPTION
 BT2126
 BT2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2126'THIS INTERSECTION STATION IS LOCATED IN THE NORTHERN SECTION OF
 BT2126'CAMP RUCKER, N OF THE HEADQUARTERS OF THE 81ST DIVISION.  IT
 BT2126'IS A BOWL PAINTED IN BLACK AND YELLOW CHECKS HAVING A RED LIGHT
 BT2126'ON THE TOP AND SUPPORTED BY SEVERAL STEEL LEGS.  POINT OBSERVED
 BT2126'UPON WAS THE APEX OF THE BOWL.  IT IS ABOUT 100 FEET HIGH.
 BT2126
 BT2126                          STATION RECOVERY (1945)
 BT2126
 BT2126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EFH)
 BT2126'STATION WAS RECOVERED AS DESCRIBED.
 BT2126
 BT2126                          STATION RECOVERY (1965)
 BT2126
 BT2126'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (JLW)
 BT2126'TANK WAS RECOVERED AS DESCRIBED WITH EXCEPTION NOTED BELOW.
 BT2126'
 BT2126'TANK IS NOW PAINTED RED AND WHITE.
 BT2126
 BT2126                          STATION RECOVERY (1981)
 BT2126
 BT2126'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JWG)
 BT2126'STATION RECOVERED AS DESCRIBED.  TANK IS STILL PAINTED RED AND
 BT2126'WHITE.
 BT2126'
 BT2126'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT RUCKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2128 ***********************************************************************
 BT2128  DESIGNATION -  CAMP RUCKER S TANK
 BT2128  PID         -  BT2128
 BT2128  STATE/COUNTY-  AL/DALE
 BT2128  USGS QUAD   -  DALEVILLE (1980)
 BT2128
 BT2128                         *CURRENT SURVEY CONTROL
 BT2128  ___________________________________________________________________
 BT2128* NAD 83(1992)-  31 19 33.51100(N)    085 43 16.24016(W)     ADJUSTED  
 BT2128* NAVD 88     -                                                        
 BT2128  ___________________________________________________________________
 BT2128  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 BT2128  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 BT2128
 BT2128  HORZ ORDER  -  THIRD
 BT2128
 BT2128.The horizontal coordinates were established by classical geodetic methods
 BT2128.and adjusted by the National Geodetic Survey in December 1992..
 BT2128
 BT2128
 BT2128.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2128
 BT2128.The geoid height was determined by GEOID03.
 BT2128
 BT2128;                    North         East     Units Scale Factor Converg.
 BT2128;SPC AL E     -    91,575.979   210,674.296   MT  0.99996140   +0 03 29.9
 BT2128;UTM  16      - 3,466,435.116   621,671.530   MT  0.99978260   +0 39 53.8
 BT2128
 BT2128                          SUPERSEDED SURVEY CONTROL
 BT2128
 BT2128  NAD 83(1986)-  31 19 33.52235(N)    085 43 16.24686(W) AD(       ) 4
 BT2128  NAD 27      -  31 19 32.89500(N)    085 43 16.47500(W) AD(       ) 3
 BT2128
 BT2128.Superseded values are not recommended for survey control.
 BT2128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2128.See file dsdata.txt to determine how the superseded data were derived.
 BT2128
 BT2128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2167266435(NAD 83)
 BT2128_MARKER: 57 = LOOKOUT TOWER
 BT2128
 BT2128  HISTORY     - Date     Condition        Report By
 BT2128  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2128  HISTORY     - 1945     GOOD             CGS
 BT2128  HISTORY     - 1960     GOOD             CGS
 BT2128  HISTORY     - 1965     GOOD             AMS
 BT2128  HISTORY     - 1981     GOOD             NGS
 BT2128
 BT2128                          STATION DESCRIPTION
 BT2128
 BT2128'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2128'THIS INTERSECTION IS LOCATED IN THE SOUTHWESTERN SECTION OF CAMP
 BT2128'RUCKER AT THE CORNER OF TWENTY-SIXTH STREET AND SIXTH AVENUE.
 BT2128'IT IS A BOWL PAINTED IN BLACK AND YELLOW CHECKS HAVING A RED LIGHT
 BT2128'ON THE TOP AND SUPPORTED BY SEVERAL STEEL LEGS.  IT IS 120 FEET
 BT2128'HIGH.  THE POINT OBSERVED UPON WAS THE APEX OF THE BOWL.
 BT2128
 BT2128                          STATION RECOVERY (1945)
 BT2128
 BT2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1945 (EFH)
 BT2128'STATION WAS RECOVERED AS DESCRIBED.
 BT2128
 BT2128                          STATION RECOVERY (1960)
 BT2128
 BT2128'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ETJ)
 BT2128'THE STATION WAS RECOVERED AS DESCRIBED IN THE 1943 DESCRIPTION
 BT2128'WHICH IS ADEQUATE FOR RECOVERY.
 BT2128
 BT2128                          STATION RECOVERY (1965)
 BT2128
 BT2128'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1965 (JLW)
 BT2128'TANK RECOVERED AS DESCRIBED WITH EXCEPTION THAT TANK IS NOW
 BT2128'PAINTED RED AND WHITE.
 BT2128
 BT2128                          STATION RECOVERY (1981)
 BT2128
 BT2128'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (JWG)
 BT2128'STATION RECOVERED AS DESCRIBED.  TANK IS STILL PAINTED RED AND
 BT2128'WHITE.
 BT2128'
 BT2128'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--AT FORT RUCKER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3046 ***********************************************************************
 CN3046  DESIGNATION -  CANAAN RP BM
 CN3046  PID         -  CN3046
 CN3046  STATE/COUNTY-  AL/PERRY
 CN3046  USGS QUAD   -  CENTRAL MILLS (1979)
 CN3046
 CN3046                         *CURRENT SURVEY CONTROL
 CN3046  ___________________________________________________________________
 CN3046* NAD 83(1992)-  32 19 14.22141(N)    087 29 50.20807(W)     ADJUSTED  
 CN3046* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 CN3046  ___________________________________________________________________
 CN3046  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 CN3046  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CN3046
 CN3046  HORZ ORDER  -  SECOND
 CN3046
 CN3046.The horizontal coordinates were established by classical geodetic methods
 CN3046.and adjusted by the National Geodetic Survey in December 1992..
 CN3046
 CN3046.The orthometric height was scaled from a topographic map.
 CN3046
 CN3046.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3046
 CN3046.The geoid height was determined by GEOID03.
 CN3046
 CN3046;                    North         East     Units Scale Factor Converg.
 CN3046;SPC AL W     -   257,274.991   600,256.104   MT  0.99993333   +0 00 05.2
 CN3046;UTM  16      - 3,576,083.178   453,193.174   MT  0.99962702   -0 15 57.2
 CN3046
 CN3046!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3046!SPC AL W     -   0.99999079  x   0.99993333  =   0.99992412
 CN3046!UTM  16      -   0.99999079  x   0.99962702  =   0.99961782
 CN3046
 CN3046                          SUPERSEDED SURVEY CONTROL
 CN3046
 CN3046  NAD 83(1986)-  32 19 14.23010(N)    087 29 50.20886(W) AD(       ) 2
 CN3046  NAD 27      -  32 19 13.73100(N)    087 29 50.20700(W) AD(       ) 2
 CN3046
 CN3046.Superseded values are not recommended for survey control.
 CN3046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3046.See file dsdata.txt to determine how the superseded data were derived.
 CN3046
 CN3046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA5319376083(NAD 83)
 CN3046_MARKER: DB = BENCH MARK DISK
 CN3046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3046
 CN3046  HISTORY     - Date     Condition        Report By
 CN3046  HISTORY     - 1944     MONUMENTED       ALGS
 CN3046
 CN3046                          STATION DESCRIPTION
 CN3046
 CN3046'DESCRIBED BY ALABAMA GEODETIC SURVEY 1944 (FN)
 CN3046'STATION IS LOCATED ABOUT 9 MILES S OF THE CITY OF UNIONTOWN AND
 CN3046'NEAR THE CENTER OF A SMALL NEGRO SETTLEMENT.  IT IS ABOUT 110
 CN3046'YARDS SE OF THE CANAAN COUNTY CHURCH AND 56 FEET E OF THE CENTER
 CN3046'LINE OF A GRADED DIRT ROAD.  THE MARK IS A 7- BY 7-INCH CONCRETE
 CN3046'POST THAT PROJECTS ABOUT 6 INCHES.  IT IS A STANDARD STATE SURVEY
 CN3046'DISK AND IS NOT STAMPED.
 CN3046'
 CN3046'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 CN3046'CANAAN TO B.M.  (ALA. GEOD. S.).
 CN3046'
 CN3046'TO REACH THE STATION FROM CAMDEN POST OFFICE, GO NNW ON STATE
 CN3046'HIGHWAY 28 FOR 18 MILES TO THE JUNCTION OF STATE HIGHWAY 5, HERE
 CN3046'TURN RIGHT ON HIGHWAY 5 AND GO 7.6 MILES TO A GRAVELED T-ROAD
 CN3046'LEFT AND THE BRIDGE VIEW STORE ON THE LEFT, HERE TURN LEFT AND GO
 CN3046'3.2 MILES TO A CROSS ROAD AND WINSTON MOSELYS STORE ON THE LEFT,
 CN3046'CONTINUE STRAIGHT AHEAD FOR 2.7 MILES TO A CROSS ROAD, HERE TURN
 CN3046'RIGHT AND GO 3.7 MILES TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0590 ***********************************************************************
 DH0590  DESIGNATION -  CANDLER
 DH0590  PID         -  DH0590
 DH0590  STATE/COUNTY-  AL/COOSA
 DH0590  USGS QUAD   -  GOODWATER (1987)
 DH0590
 DH0590                         *CURRENT SURVEY CONTROL
 DH0590  ___________________________________________________________________
 DH0590* NAD 83(1992)-  33 04 20.79584(N)    086 00 39.91789(W)     ADJUSTED  
 DH0590* NAVD 88     -       385.587  (meters)    1265.05   (feet)  ADJUSTED  
 DH0590  ___________________________________________________________________
 DH0590  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 DH0590  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH0590  DYNAMIC HT  -         385.147 (meters)    1263.60  (feet)  COMP
 DH0590  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 DH0590
 DH0590  HORZ ORDER  -  FIRST
 DH0590  VERT ORDER  -  SECOND    CLASS 0
 DH0590
 DH0590.The horizontal coordinates were established by classical geodetic methods
 DH0590.and adjusted by the National Geodetic Survey in December 1992..
 DH0590
 DH0590.The orthometric height was determined by differential leveling
 DH0590.and adjusted by the National Geodetic Survey in June 1991..
 DH0590
 DH0590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH0590
 DH0590.The geoid height was determined by GEOID03.
 DH0590
 DH0590.The dynamic height is computed by dividing the NAVD 88
 DH0590.geopotential number by the normal gravity value computed on the
 DH0590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0590.degrees latitude (g = 980.6199 gals.).
 DH0590
 DH0590.The modeled gravity was interpolated from observed gravity values.
 DH0590
 DH0590;                    North         East     Units Scale Factor Converg.
 DH0590;SPC AL E     -   285,243.281   183,402.469   MT  0.99996340   -0 05 49.2
 DH0590;UTM  16      - 3,659,752.786   592,306.310   MT  0.99970505   +0 32 22.9
 DH0590
 DH0590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH0590!SPC AL E     -   0.99994402  x   0.99996340  =   0.99990742
 DH0590!UTM  16      -   0.99994402  x   0.99970505  =   0.99964909
 DH0590
 DH0590|---------------------------------------------------------------------|
 DH0590| PID    Reference Object                     Distance      Geod. Az  |
 DH0590|                                                           dddmmss.s |
 DH0590| DH0591 CANDLER RM 1                          6.074 METERS 07148     |
 DH0590| CG1271 CANDLER AZ MK                                      2645837.1 |
 DH0590| DH0592 CANDLER RM 2                          5.553 METERS 31803     |
 DH0590|---------------------------------------------------------------------|
 DH0590
 DH0590                          SUPERSEDED SURVEY CONTROL
 DH0590
 DH0590  NAD 83(1986)-  33 04 20.80008(N)    086 00 39.92147(W) AD(       ) 1
 DH0590  NAD 27      -  33 04 20.37000(N)    086 00 40.04100(W) AD(       ) 1
 DH0590  NGVD 29 (??/??/92)  385.546  (m)         1264.91   (f) ADJ UNCH    2 0
 DH0590
 DH0590.Superseded values are not recommended for survey control.
 DH0590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0590.See file dsdata.txt to determine how the superseded data were derived.
 DH0590
 DH0590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB9230659753(NAD 83)
 DH0590_MARKER: DS = TRIANGULATION STATION DISK
 DH0590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0590_STAMPING: CANDLER 1941
 DH0590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0590+STABILITY: SURFACE MOTION
 DH0590
 DH0590  HISTORY     - Date     Condition        Report By
 DH0590  HISTORY     - 1941     MONUMENTED       CGS
 DH0590  HISTORY     - 1949     GOOD             NGS
 DH0590  HISTORY     - 1953     GOOD             BAKER
 DH0590
 DH0590                          STATION DESCRIPTION
 DH0590
 DH0590'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DH0590'STATION IS ON CANDLER MOUNTAIN, A LONE AND PROMINENT GROUP OF
 DH0590'WOODED HILLS, LYING ABOUT 2-1/2 MILES E OF GOODWATER.  IT IS
 DH0590'ON THE MIDDLE AND HIGHEST OF THE THREE PROMINENT TOPS, THE
 DH0590'HIGHEST POINT IN THE VICINITY.
 DH0590'
 DH0590'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DH0590'BRONZE DISKS SET IN CONCRETE.
 DH0590'
 DH0590'WHITE 4- BY 4-INCH WOOD POSTS WERE SET AT THE AZIMUTH MARK AND
 DH0590'REFERENCE MARK NO. 2.
 DH0590'
 DH0590'TO REACH THE AZIMUTH MARK GO W FROM MR. CANDLERS HOUSE FOR 0.8
 DH0590'MILE TO A GRADED DIRT ROAD RIGHT, TURN RIGHT AND GO 0.7 MILE TO
 DH0590'AZIMUTH MARK ON LEFT, 200 FEET N OF AN OLD FARMHOUSE.
 DH0590'MARK IS ON E SIDE OF PEACH ORCHARD ON PROPERTY OWNED BY MRS.
 DH0590'BILL WHITLEY, 14 FEET W OF CENTER LINE OF GRADED DIRT ROAD.
 DH0590'
 DH0590'TO REACH FROM GOODWATER, GO E FROM MAIN CROSSROADS 2.5 MILES
 DH0590'TO THE FIRST HOUSE ON THE LEFT OR N AFTER GOING OVER THE PASS
 DH0590'OR CUT, TURN LEFT HERE AND GO INTO THE FARMYARDS OF MR. CANDLER,
 DH0590'GO THROUGH THE BOARD GATE AT THE E SIDE OF THE BARN AND THEN
 DH0590'FOLLOW THE DIM OLD ROAD N AND NW THROUGH THE TIMBER 1/2 MILE
 DH0590'TO CREST OF FIRST PEAK, CONTINUE IN A NORTHERLY DIRECTION ON A
 DH0590'DIM WOODS ROAD FOR 1/2 MILE TO SECOND AND HIGHEST PEAK AND
 DH0590'STATION, WHICH IS ON THE HIGHEST POINT.
 DH0590'HEIGHT OF LIGHT ABOVE STATION MARK - 2 METERS.
 DH0590
 DH0590                          STATION RECOVERY (1949)
 DH0590
 DH0590'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DH0590'3.45 MI NE FROM GOOD WATER.
 DH0590'ABOUT 2.45 MILES EAST ALONG A BLACK TOP AND DIRT ROAD FROM THE CENTRAL
 DH0590'OF GEORGIA RAILWAY STATION AT GOODWATER, THENCE ABOUT 1.0 MILE NORTH
 DH0590'ALONG A DIM ROAD TO THE TOP OF A PROMINENT HILL (HIGHEST IN VICINITY),
 DH0590'ABOUT 0.95 MILE NORTH-NORTHWEST OF THE OLD CANDLER RESIDENCE ON THE
 DH0590'HACKNEYVILLE-GOODWATER ROAD, 35 FEET SOUTH-SOUTHWEST OF A TRIANGULAR
 DH0590'BLAZED 24-INCH OAK TREE, 31 FEET WEST OF A TRIANGULAR BLAZED 18-INCH
 DH0590'OAK TREE, 20 FEET WEST-SOUTHWEST OF R. M. NO. 1, 18 FEET SOUTHEAST OF
 DH0590'R. M. NO. 2, 10 FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 18-INCH OAK
 DH0590'TREE, 18 1/2 FEET SOUTH-SOUTHEAST OF A WHITE WOODEN WITNESS POST, AND
 DH0590'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DH0590
 DH0590                          STATION RECOVERY (1953)
 DH0590
 DH0590'RECOVERY NOTE BY M BAKER JR INCORPORATED 1953 (GFM)
 DH0590'ORIGINAL DESCRIPTION IS ADEQUATE.  STATION AND REFERENCE MARKS
 DH0590'1 AND 2 WERE FOUND IN GOOD CONDITION.
 DH0590'
 DH0590'AZIMUTH MARK WAS NOT VISITED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0591 ***********************************************************************
 DH0591  DESIGNATION -  CANDLER RM 1
 DH0591  PID         -  DH0591
 DH0591  STATE/COUNTY-  AL/COOSA
 DH0591  USGS QUAD   -  GOODWATER (1987)
 DH0591
 DH0591                         *CURRENT SURVEY CONTROL
 DH0591  ___________________________________________________________________
 DH0591* NAD 83(1986)-  33 04 20.     (N)    086 00 40.     (W)     SCALED    
 DH0591* NAVD 88     -       385.244  (meters)    1263.92   (feet)  ADJUSTED  
 DH0591  ___________________________________________________________________
 DH0591  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH0591  DYNAMIC HT  -         384.804 (meters)    1262.48  (feet)  COMP
 DH0591  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 DH0591
 DH0591  VERT ORDER  -  SECOND    CLASS 0
 DH0591
 DH0591.The horizontal coordinates were scaled from a topographic map and have
 DH0591.an estimated accuracy of +/- 6 seconds.
 DH0591
 DH0591.The orthometric height was determined by differential leveling
 DH0591.and adjusted by the National Geodetic Survey in June 1991..
 DH0591
 DH0591.The geoid height was determined by GEOID03.
 DH0591
 DH0591.The dynamic height is computed by dividing the NAVD 88
 DH0591.geopotential number by the normal gravity value computed on the
 DH0591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0591.degrees latitude (g = 980.6199 gals.).
 DH0591
 DH0591.The modeled gravity was interpolated from observed gravity values.
 DH0591
 DH0591;                    North         East    Units  Estimated Accuracy
 DH0591;SPC AL E     -   285,220.      183,400.      MT  (+/- 180 meters Scaled)
 DH0591
 DH0591                          SUPERSEDED SURVEY CONTROL
 DH0591
 DH0591  NGVD 29 (??/??/92)  385.20   (m)         1263.8    (f) COMPUTED    2 0
 DH0591
 DH0591.Superseded values are not recommended for survey control.
 DH0591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0591.See file dsdata.txt to determine how the superseded data were derived.
 DH0591
 DH0591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB923597(NAD 83)
 DH0591_MARKER: DR = REFERENCE MARK DISK
 DH0591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0591_STAMPING: CANDLER NO 1 1941
 DH0591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0591+STABILITY: SURFACE MOTION
 DH0591
 DH0591  HISTORY     - Date     Condition        Report By
 DH0591  HISTORY     - 1941     MONUMENTED       CGS
 DH0591  HISTORY     - 1949     GOOD             NGS
 DH0591
 DH0591                          STATION DESCRIPTION
 DH0591
 DH0591'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0591'3.45 MI NE FROM GOOD WATER.
 DH0591'ABOUT 2.45 MILES EAST ALONG A BLACK TOP AND DIRT ROAD FROM THE CENTRAL
 DH0591'OF GEORGIA RAILWAY STATION AT GOODWATER, THENCE ABOUT 1.0 MILE NORTH
 DH0591'ALONG A DIM ROAD TO THE TOP OF A PROMINENT HILL (HIGHEST IN THE
 DH0591'VICINITY), 32 FEET EAST OF R. M. NO. 2, 30 FEET EAST-NORTHEAST OF A
 DH0591'TRIANGULAR BLAZED 18-INCH OAK TREE, 24 1/2 FEET SOUTH-SOUTHEAST OF A
 DH0591'TRIANGULAR BLAZED 24-INCH OAK TREE, 16 FEET NORTHWEST OF A TRIANGULAR
 DH0591'BLAZED 18-INCH OAK TREE, 20 FEET EAST-NORTHEAST OF THE STATION, 29
 DH0591'FEET EAST-SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW
 DH0591'THE STATION MARK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DH0591'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0592 ***********************************************************************
 DH0592  DESIGNATION -  CANDLER RM 2
 DH0592  PID         -  DH0592
 DH0592  STATE/COUNTY-  AL/COOSA
 DH0592  USGS QUAD   -  GOODWATER (1987)
 DH0592
 DH0592                         *CURRENT SURVEY CONTROL
 DH0592  ___________________________________________________________________
 DH0592* NAD 83(1986)-  33 04 20.     (N)    086 00 40.     (W)     SCALED    
 DH0592* NAVD 88     -       385.617  (meters)    1265.15   (feet)  ADJUSTED  
 DH0592  ___________________________________________________________________
 DH0592  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH0592  DYNAMIC HT  -         385.177 (meters)    1263.70  (feet)  COMP
 DH0592  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 DH0592
 DH0592  VERT ORDER  -  SECOND    CLASS 0
 DH0592
 DH0592.The horizontal coordinates were scaled from a topographic map and have
 DH0592.an estimated accuracy of +/- 6 seconds.
 DH0592
 DH0592.The orthometric height was determined by differential leveling
 DH0592.and adjusted by the National Geodetic Survey in June 1991..
 DH0592
 DH0592.The geoid height was determined by GEOID03.
 DH0592
 DH0592.The dynamic height is computed by dividing the NAVD 88
 DH0592.geopotential number by the normal gravity value computed on the
 DH0592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0592.degrees latitude (g = 980.6199 gals.).
 DH0592
 DH0592.The modeled gravity was interpolated from observed gravity values.
 DH0592
 DH0592;                    North         East    Units  Estimated Accuracy
 DH0592;SPC AL E     -   285,220.      183,400.      MT  (+/- 180 meters Scaled)
 DH0592
 DH0592                          SUPERSEDED SURVEY CONTROL
 DH0592
 DH0592  NGVD 29 (??/??/92)  385.58   (m)         1265.0    (f) COMPUTED    2 0
 DH0592
 DH0592.Superseded values are not recommended for survey control.
 DH0592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0592.See file dsdata.txt to determine how the superseded data were derived.
 DH0592
 DH0592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB923597(NAD 83)
 DH0592_MARKER: DR = REFERENCE MARK DISK
 DH0592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0592_STAMPING: CANDLER NO 2 1941
 DH0592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0592+STABILITY: SURFACE MOTION
 DH0592
 DH0592  HISTORY     - Date     Condition        Report By
 DH0592  HISTORY     - 1941     MONUMENTED       CGS
 DH0592  HISTORY     - 1949     GOOD             NGS
 DH0592
 DH0592                          STATION DESCRIPTION
 DH0592
 DH0592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DH0592'3.45 MI NE FROM GOOD WATER.
 DH0592'ABOUT 2.45 MILES EAST ALONG A BLACK TOP AND DIRT ROAD FROM THE CENTRAL
 DH0592'OF GEORGIA RAILWAY STATION AT GOODWATER, THENCE ABOUT 1.0 MILE NORTH
 DH0592'ALONG A DIM ROAD TO THE TOP OF A PROMINENT HILL (HIGHEST IN VICINITY),
 DH0592'47 FEET WEST-NORTHWEST OF A TRIANGULAR BLAZED 18-INCH OAK TREE, 34
 DH0592'FEET SOUTHWEST OF A TRIANGULAR BLAZED 24-INCH OAK TREE, 18 FEET
 DH0592'NORTHWEST OF THE STATION MARK, 17 FEET NORTH-NORTHWEST OF A TRIANGULAR
 DH0592'BLAZED 18-INCH OAK TREE, 4 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 DH0592'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DH0592'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2429 ***********************************************************************
 DH2429  DESIGNATION -  CANE
 DH2429  PID         -  DH2429
 DH2429  STATE/COUNTY-  AL/CALHOUN
 DH2429  USGS QUAD   -  FRANCIS MILL (1972)
 DH2429
 DH2429                         *CURRENT SURVEY CONTROL
 DH2429  ___________________________________________________________________
 DH2429* NAD 83(1992)-  33 41 28.18459(N)    086 01 06.41979(W)     ADJUSTED  
 DH2429* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 DH2429  ___________________________________________________________________
 DH2429  LAPLACE CORR-           1.11  (seconds)                    DEFLEC99
 DH2429  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DH2429
 DH2429  HORZ ORDER  -  FIRST
 DH2429
 DH2429.The horizontal coordinates were established by classical geodetic methods
 DH2429.and adjusted by the National Geodetic Survey in December 1992..
 DH2429
 DH2429.The orthometric height was scaled from a topographic map.
 DH2429
 DH2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2429
 DH2429.The geoid height was determined by GEOID03.
 DH2429
 DH2429;                    North         East     Units Scale Factor Converg.
 DH2429;SPC AL E     -   353,864.790   182,837.074   MT  0.99996363   -0 06 09.7
 DH2429;UTM  16      - 3,728,345.816   590,972.465   MT  0.99970203   +0 32 40.3
 DH2429
 DH2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2429!SPC AL E     -   0.99996213  x   0.99996363  =   0.99992576
 DH2429!UTM  16      -   0.99996213  x   0.99970203  =   0.99966417
 DH2429
 DH2429:                Primary Azimuth Mark                     Grid Az
 DH2429:SPC AL E     -  CANE AZ MK                               066 08 52.2
 DH2429:UTM  16      -  CANE AZ MK                               065 30 02.2
 DH2429
 DH2429|---------------------------------------------------------------------|
 DH2429| PID    Reference Object                     Distance      Geod. Az  |
 DH2429|                                                           dddmmss.s |
 DH2429| CG1272 CANE AZ MK                                         0660242.5 |
 DH2429| DH2428 FRANCIS                             APPROX. 7.2 KM 3521523.6 |
 DH2429|---------------------------------------------------------------------|
 DH2429
 DH2429                          SUPERSEDED SURVEY CONTROL
 DH2429
 DH2429  NAD 83(1986)-  33 41 28.19070(N)    086 01 06.41393(W) AD(       ) 1
 DH2429  NAD 27      -  33 41 27.82800(N)    086 01 06.52200(W) AD(       ) 1
 DH2429
 DH2429.Superseded values are not recommended for survey control.
 DH2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2429.See file dsdata.txt to determine how the superseded data were derived.
 DH2429
 DH2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC9097228346(NAD 83)
 DH2429_MARKER: DS = TRIANGULATION STATION DISK
 DH2429_SETTING: 66 = SET IN ROCK OUTCROP
 DH2429_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2429
 DH2429  HISTORY     - Date     Condition        Report By
 DH2429  HISTORY     - 1941     MONUMENTED       CGS
 DH2429  HISTORY     - 1952     GOOD             AMS
 DH2429  HISTORY     - 1981     MARK NOT FOUND   NGS
 DH2429
 DH2429                          STATION DESCRIPTION
 DH2429
 DH2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DH2429'THE STATION IS ABOUT 10.0 MILES SOUTHEAST OF ANNISTON, ALABAMA,
 DH2429'ON WHAT IS LOCALLY KNOWN AS POTTS HILL AND ON PROPERTY OWNED BY
 DH2429'JIM GLADDEN, WHO LIVES IN A FARMHOUSE ABOUT 0.3 MILE SOUTH OF
 DH2429'THE STATION.  THE MARK IS SET IN BEDROCK 3 FEET LONG 1.5 FEET
 DH2429'WIDE AND PROJECTS 6 INCHES ABOVE THE GROUND.  THE MARK IS STAMPED
 DH2429'CANE 1941.
 DH2429'
 DH2429'STATION MARK IS A STANDARD BRONZE DISK WEDGED IN A DRILL HOLE
 DH2429'IN OUTCROPPING BEDROCK AND SURROUNDED BY A TRIANGLE CHISELED IN
 DH2429'THE ROCK.  REFERENCE MARKS ARE STANDARD
 DH2429'BRONZE DISKS IN OUTCROPPING BEDROCK.
 DH2429'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
 DH2429'
 DH2429'THE AZIMUTH MARK IS ABOUT 0.7 MILE EAST OF THE STATION, 20
 DH2429'FEET SOUTHWEST OF ROAD LEADING TO THE STATION, AND ON THE
 DH2429'SOUTHEAST EDGE OF A CULTIVATED FIELD.  THE MARK IS STAMPED
 DH2429'CANE 1941, AND PROJECTS 4 INCHES ABOVE THE GROUND.  TO REACH
 DH2429'FROM THE STATION, GO BACK TO THE MAIN ROAD, TURN LEFT AND GO
 DH2429'0.7 MILE TO A T-ROAD, TURN LEFT AND GO 0.75 MILE TO A Y, TAKE
 DH2429'RIGHT FORK AND GO 0.1 MILE TO THE MARK AS DESCRIBED ON THE
 DH2429'RIGHT.
 DH2429'
 DH2429'REFERENCE MARK NO. 1 IS SOUTHWEST OF THE STATION, SET IN
 DH2429'BEDROCK ABOUT 1 FOOT IN DIAMETER AND PROJECTS 6 INCHES ABOVE
 DH2429'THE GROUND.  THE MARK IS STAMPED CANE 1941 NO. 1.
 DH2429'
 DH2429'REFERENCE MARK NO. 2 IS NORTH OF THE STATION SET IN BEDROCK
 DH2429'ABOUT 2 FEET IN DIAMETER AND PROJECTS 4 INCHES ABOVE THE GROUND.
 DH2429'THE MARK IS STAMPED CANE 1941 NO. 2.
 DH2429'
 DH2429'TO REACH THE STATION FROM THE CAUTION LIGHT ON HIGHWAY NO. 78
 DH2429'ABOUT 1.5 MILE WEST OF ANNISTON, ALABAMA, TURN RIGHT ACROSS
 DH2429'RAILROAD TRACKS AND GO 0.1 MILE, HERE TURN LEFT AND FOLLOW
 DH2429'MACADAM ROAD FOR 3.0 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 DH2429'ACROSS SMALL CONCRETE BRIDGE AND FOLLOW THE MAIN GRAVEL ROAD
 DH2429'FOR 0.8 MILE TO A FORK, KEEP RIGHT AND CONTINUE FOR 2.55 MILES
 DH2429'TO A T-INTERSECTION, HERE TURN LEFT AND GO 0.45 MILE TO ANOTHER
 DH2429'FORK, KEEP RIGHT AND GO 1.8 MILE TO ANOTHER FORK, KEEP LEFT
 DH2429'FORK AND GO 0.35 MILE TO CROSSROADS, CONTINUE STRAIGHT AHEAD
 DH2429'FOR 1.95 MILE TO A REVERSE Y, HERE BEAR LEFT AND GO 0.75 MILE
 DH2429'TO A SIDE ROAD RIGHT, TURN RIGHT AND GO 0.7 MILE TO A DIM
 DH2429'WOODS ROAD RIGHT INTO A HOLLOW, TURN RIGHT ON THE WOODS
 DH2429'ROAD AND GO 0.5 MILE TO TOP OF HILL AND STATION.
 DH2429'
 DH2429'HEIGHT OF LIGHT ABOVE STATION MARK - 2.5 METERS.
 DH2429
 DH2429                          STATION RECOVERY (1952)
 DH2429
 DH2429'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 DH2429'STATION RECOVERED AS DESCRIBED.
 DH2429
 DH2429                          STATION RECOVERY (1981)
 DH2429
 DH2429'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DH2429'ONLY REFERENCE MARK NO 1 WAS FOUND AND THE BEDROCK WITH DISK IN IT
 DH2429'HAD BEEN PUSHED OUT OF THE GROUND AND MOVED.  A TWO HOUR SEARCH BY
 DH2429'FOUR MEN  FAILED TO FIND THE STATION OR REFERENCE MARK NO 2.  THE
 DH2429'STATION IS BELIEVED DESTROYED.  A ROAD HAS BEEN GRADED OUT ON TOP OF
 DH2429'HILL.  THE AZIMUTH MARK WAS NOT SEARCHED FOR AN WOULD NOT BE VISIBLE
 DH2429'AT THIS TIME DUE TO WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1776 ***********************************************************************
 DJ1776  DESIGNATION -  CANNON
 DJ1776  PID         -  DJ1776
 DJ1776  STATE/COUNTY-  AL/LAMAR
 DJ1776  USGS QUAD   -  BEAVERTON (1985)
 DJ1776
 DJ1776                         *CURRENT SURVEY CONTROL
 DJ1776  ___________________________________________________________________
 DJ1776* NAD 83(1992)-  33 58 25.20379(N)    088 02 12.37296(W)     ADJUSTED  
 DJ1776* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 DJ1776  ___________________________________________________________________
 DJ1776  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 DJ1776  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 DJ1776
 DJ1776  HORZ ORDER  -  SECOND
 DJ1776
 DJ1776.The horizontal coordinates were established by classical geodetic methods
 DJ1776.and adjusted by the National Geodetic Survey in December 1992..
 DJ1776
 DJ1776.The orthometric height was scaled from a topographic map.
 DJ1776
 DJ1776.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1776
 DJ1776.The geoid height was determined by GEOID03.
 DJ1776
 DJ1776;                    North         East     Units Scale Factor Converg.
 DJ1776;SPC AL W     -   440,727.675   550,398.330   MT  0.99996365   -0 17 59.9
 DJ1776;UTM  16      - 3,759,720.570   404,225.002   MT  0.99971308   -0 34 45.9
 DJ1776
 DJ1776!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1776!SPC AL W     -   0.99997322  x   0.99996365  =   0.99993688
 DJ1776!UTM  16      -   0.99997322  x   0.99971308  =   0.99968631
 DJ1776
 DJ1776:                Primary Azimuth Mark                     Grid Az
 DJ1776:SPC AL W     -  CANNON AZ MK                             098 15 48.2
 DJ1776:UTM  16      -  CANNON AZ MK                             098 32 34.2
 DJ1776
 DJ1776|---------------------------------------------------------------------|
 DJ1776| PID    Reference Object                     Distance      Geod. Az  |
 DJ1776|                                                           dddmmss.s |
 DJ1776| CG1277 CANNON AZ MK                                       0975748.3 |
 DJ1776| CG1278 CANNON RM 1                          15.852 METERS 20350     |
 DJ1776| CG1279 CANNON RM 2                          15.875 METERS 29236     |
 DJ1776|---------------------------------------------------------------------|
 DJ1776
 DJ1776                          SUPERSEDED SURVEY CONTROL
 DJ1776
 DJ1776  NAD 83(1986)-  33 58 25.21128(N)    088 02 12.37283(W) AD(       ) 2
 DJ1776  NAD 27      -  33 58 24.83600(N)    088 02 12.26200(W) AD(       ) 2
 DJ1776
 DJ1776.Superseded values are not recommended for survey control.
 DJ1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1776.See file dsdata.txt to determine how the superseded data were derived.
 DJ1776
 DJ1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0422559721(NAD 83)
 DJ1776_MARKER: DS = TRIANGULATION STATION DISK
 DJ1776_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1776_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1776
 DJ1776  HISTORY     - Date     Condition        Report By
 DJ1776  HISTORY     - 1950     MONUMENTED       CGS
 DJ1776  HISTORY     - 1965     MARK NOT FOUND   USE
 DJ1776
 DJ1776                          STATION DESCRIPTION
 DJ1776
 DJ1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1776'STATION IS LOCATED ON TIMBERED HILL ABOUT 3.5 MILES NORTH OF
 DJ1776'BEAVERTON, ABOUT 75 YARDS SOUTH OF CANNONS FARM HOUSE, 46 FEET
 DJ1776'WEST OF THE APPROXIMATE CENTERLINE OF DIRT ROAD, 8 FEET
 DJ1776'SOUTHEAST OF A WITNESS POST, AND ON LAND OWNED BY ELMER CANNON.
 DJ1776'
 DJ1776'TO REACH FROM THE DEPOT IN BEAVERTON, GO NORTH ON GRADED ROAD
 DJ1776'FOR 0.35 MILE TO A CROSSROAD, TURN RIGHT AND GO 0.15 MILE TO A
 DJ1776'T-ROAD, TURN LEFT AND GO 0.3 MILE TO A FORK, BEAR LEFT AND 2.4
 DJ1776'MILES TO A CROSSROAD AND A SMALL CHURCH ON LEFT, TURN LEFT AND GO
 DJ1776'0.1 MILE TO THE AZIMUTH MARK ON LEFT, CONTINUE FOR 0.25 MILE
 DJ1776'TO A FORK, BEAR RIGHT AND GO 0.1 MILE TO THE STATION ON THE
 DJ1776'LEFT.
 DJ1776'
 DJ1776'STATION MARK PROJECTS 4 INCHES, AND THE DISK IS STAMPED
 DJ1776'CANNON 1950.
 DJ1776'
 DJ1776'REFERENCE MARK NO. 1 PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 DJ1776'CANNON NO 1 1950.
 DJ1776'
 DJ1776'REFERENCE MARK NO. 2 PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 DJ1776'CANNON NO 2 1950.
 DJ1776'
 DJ1776'AZIMUTH MARK IS 28 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF
 DJ1776'GRADED ROAD AND 2 FEET SOUTH OF A WITNESS POST.  THE MARK
 DJ1776'PROJECTS 1 INCH, AND THE DISK IS STAMPED CANNON 1950.
 DJ1776'
 DJ1776'STATION AND REFERENCE MARKS ARE STANDARD DISKS SET IN THE TOPS OF
 DJ1776'12-INCH CONCRETE CYLINDERS.  AZIMUTH MARK IS A STANDARD DISK
 DJ1776'SET IN THE TOP OF A 10 X 10-INCH CONCRETE POST.
 DJ1776'
 DJ1776'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
 DJ1776
 DJ1776                          STATION RECOVERY (1965)
 DJ1776
 DJ1776'RECOVERY NOTE BY US ENGINEERS 1965
 DJ1776'BOTH TOP AND SUB SURFACE ARE KNOWN DESTROYED-
 DJ1776'
 DJ1776'DIAGRAM NI-16-7- WEST POINT, MISS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1985 ***********************************************************************
 CN1985  DESIGNATION -  CANTON
 CN1985  PID         -  CN1985
 CN1985  STATE/COUNTY-  AL/WILCOX
 CN1985  USGS QUAD   -  CAMDEN NORTH (1974)
 CN1985
 CN1985                         *CURRENT SURVEY CONTROL
 CN1985  ___________________________________________________________________
 CN1985* NAD 83(1992)-  32 03 26.90859(N)    087 21 21.60256(W)     ADJUSTED  
 CN1985* NAVD 88     -        70.279  (meters)     230.57   (feet)  ADJUSTED  
 CN1985  ___________________________________________________________________
 CN1985  LAPLACE CORR-           2.65  (seconds)                    DEFLEC99
 CN1985  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 CN1985  DYNAMIC HT  -          70.197 (meters)     230.30  (feet)  COMP
 CN1985  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 CN1985
 CN1985  HORZ ORDER  -  SECOND
 CN1985  VERT ORDER  -  SECOND    CLASS 0
 CN1985
 CN1985.The horizontal coordinates were established by classical geodetic methods
 CN1985.and adjusted by the National Geodetic Survey in December 1992..
 CN1985
 CN1985.The orthometric height was determined by differential leveling
 CN1985.and adjusted by the National Geodetic Survey in June 1991..
 CN1985
 CN1985.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN1985
 CN1985.The geoid height was determined by GEOID03.
 CN1985
 CN1985.The dynamic height is computed by dividing the NAVD 88
 CN1985.geopotential number by the normal gravity value computed on the
 CN1985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1985.degrees latitude (g = 980.6199 gals.).
 CN1985
 CN1985.The modeled gravity was interpolated from observed gravity values.
 CN1985
 CN1985;                    North         East     Units Scale Factor Converg.
 CN1985;SPC AL W     -   228,106.103   613,597.550   MT  0.99993561   +0 04 35.2
 CN1985;UTM  16      - 3,546,861.762   466,394.728   MT  0.99961393   -0 11 20.2
 CN1985
 CN1985!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN1985!SPC AL W     -   0.99999333  x   0.99993561  =   0.99992894
 CN1985!UTM  16      -   0.99999333  x   0.99961393  =   0.99960726
 CN1985
 CN1985:                Primary Azimuth Mark                     Grid Az
 CN1985:SPC AL W     -  CANTON AZ MK                             098 17 57.0
 CN1985:UTM  16      -  CANTON AZ MK                             098 33 52.4
 CN1985
 CN1985|---------------------------------------------------------------------|
 CN1985| PID    Reference Object                     Distance      Geod. Az  |
 CN1985|                                                           dddmmss.s |
 CN1985| CG1280 CANTON AZ MK                                       0982232.2 |
 CN1985| CN1986 CANTON RM 1                          43.437 METERS 11704     |
 CN1985| BU1909 CAMDEN MUNICIPAL TANK               APPROX. 9.1 KM 1401534.5 |
 CN1985| CN1987 CANTON RM 2                          29.380 METERS 20833     |
 CN1985|---------------------------------------------------------------------|
 CN1985
 CN1985                          SUPERSEDED SURVEY CONTROL
 CN1985
 CN1985  NAD 83(1986)-  32 03 26.91984(N)    087 21 21.60212(W) AD(       ) 2
 CN1985  NAD 27      -  32 03 26.39000(N)    087 21 21.62200(W) AD(       ) 2
 CN1985  NGVD 29 (??/??/92)   70.237  (m)          230.44   (f) ADJ UNCH    2 0
 CN1985
 CN1985.Superseded values are not recommended for survey control.
 CN1985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1985.See file dsdata.txt to determine how the superseded data were derived.
 CN1985
 CN1985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6639546862(NAD 83)
 CN1985_MARKER: DB = BENCH MARK DISK
 CN1985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1985_STAMPING: CANTON 1944
 CN1985_PROJECTION: FLUSH
 CN1985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1985+STABILITY: SURFACE MOTION
 CN1985
 CN1985  HISTORY     - Date     Condition        Report By
 CN1985  HISTORY     - 1944     MONUMENTED       CGS
 CN1985  HISTORY     - 1950     GOOD             NGS
 CN1985  HISTORY     - 19720301 GOOD             USGS
 CN1985  HISTORY     - 19980126 MARK NOT FOUND   NGS
 CN1985
 CN1985                          STATION DESCRIPTION
 CN1985
 CN1985'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 CN1985'STATION IS LOCATED ABOUT 6 MILES (AIR LINE) NW OF CAMDEN
 CN1985'ON THE BRYANT-STROTHER FARM.  IT IS ABOUT 0.25 MILE W OF THE
 CN1985'OLD CANTON BEND STORE, CHURCH, AND CEMETERY.  THE MARK IS ABOUT
 CN1985'75 YARDS E OF THE FARM RESIDENCE, 50 FEET E OF A
 CN1985'TRIANGULAR-BLAZED 36-INCH OAK TREE, AND 39 FEET N OF THE CENTER
 CN1985'LINE OF THE FARM ENTRANCE LANE.  A WHITE WOODEN WITNESS POST
 CN1985'WAS PLACED AT THE STATION MARK.  THE DISK IS STAMPED CANTON
 CN1985'1944.
 CN1985'
 CN1985'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE BRONZE
 CN1985'DISKS SET IN CONCRETE.
 CN1985'
 CN1985'REFERENCE MARK 1 IS 142.51 FEET SE OF THE STATION.  IT IS IN THE
 CN1985'FENCELINE 16 FEET S OF THE FARM LANE.  IT IS STAMPED CANTON NO 1
 CN1985'1944.
 CN1985'
 CN1985'REFERENCE MARK 2 IS 96.39 FEET SSW OF THE STATION IN A FENCELINE.
 CN1985'IT IS 49 FEET S OF THE CENTER LINE OF THE FARM LANE.  IT IS
 CN1985'STAMPED CANTON NO 2 1944.
 CN1985'
 CN1985'AZIMUTH MARK IS E OF THE STATION ON THE GROUNDS OF THE CANTON
 CN1985'BEND CHURCH.  IT IS ABOUT 50 YARDS E OF STATE HIGHWAY 28, 68 FEET
 CN1985'NE OF THE NE CORNER OF THE CHURCH, 4 FEET S OF A WOODEN WITNESS
 CN1985'POST, AND 1 FOOT W OF THE FENCELINE.  IT IS STAMPED CANTON 1944.
 CN1985'
 CN1985'TO REACH THE STATION FROM THE SCHOOL BUILDING AND WATER TANK IN
 CN1985'CAMDEN, GO NW ON STATE HIGHWAY 28 FOR 5.55 MILES TO THE CANTON
 CN1985'BEND CHURCH AND AZIMUTH MARK ON THE RIGHT.  TURN LEFT ON A GRADED
 CN1985'DIRT T-ROAD AND GO 0.2 MILE TO WHERE THE MAIN ROAD TURNS RIGHT.
 CN1985'CONTINUE STRAIGHT AHEAD ON A FARM LANE FOR 0.15 MILE TO THE
 CN1985'STATION ON THE RIGHT.
 CN1985'
 CN1985'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CN1985
 CN1985                          STATION RECOVERY (1950)
 CN1985
 CN1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CN1985'6.25 MI NW FROM CAMDEN.
 CN1985'ABOUT 6.0 MILES NORTHWEST ALONG STATE HIGHWAY 28 FROM THE COURTHOUSE
 CN1985'IN CAMDEN, THENCE 0.25 MILE WEST ALONG A PUBLIC ROAD AND PRIVATE
 CN1985'DRIVE, ABOUT 100 YARDS EAST OF A FARM HOUSE THAT IS AT THE END OF THE
 CN1985'DRIVE WAY, 39 FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY, 50 FEET
 CN1985'EAST OF A 40-INCH OAK TREE THAT IS MARKED WITH A TRIANGULAR BLAZE, 142
 CN1985'FEET NORTHWEST OF REFERENCE MARK NO. 1, 96 FEET NORTHEAST OF REFERENCE
 CN1985'MARK NO. 2, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN1985'LEVEL WITH THE DRIVE AND IN THE TOP OF A CONCRETE POST PROJECTING 2
 CN1985'INCHES.
 CN1985
 CN1985                          STATION RECOVERY (1972)
 CN1985
 CN1985'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 CN1985'RECOVERED IN GOOD CONDITION.
 CN1985
 CN1985                          STATION RECOVERY (1998)
 CN1985
 CN1985'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN1985'THE STATION WAS SEARCHED FOR BUT NOT FOUND, ALL THE REFERENCES ARE
 CN1985'GONE AND THE ROAD HAS BEEN MOVED.  THE PROPERTY OWNER THINKS THE
 CN1985'STATION IS STILL THERE BUT IS JUST BURIED.  RM 1 AND RM 2 WERE ALSO
 CN1985'SEARCHED FOR BUT THEY WERE ALSO UNRECOVERABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1984 ***********************************************************************
 CN1984  DESIGNATION -  CANTON AZ MK
 CN1984  PID         -  CN1984
 CN1984  STATE/COUNTY-  AL/WILCOX
 CN1984  USGS QUAD   -  CAMDEN NORTH (1974)
 CN1984
 CN1984                         *CURRENT SURVEY CONTROL
 CN1984  ___________________________________________________________________
 CN1984* NAD 83(1992)-  32 03 24.37516(N)    087 21 01.41163(W)     ADJUSTED  
 CN1984* NAVD 88     -        67.483  (meters)     221.40   (feet)  ADJUSTED  
 CN1984  ___________________________________________________________________
 CN1984  X           -     250,127.765 (meters)                     COMP
 CN1984  Y           -  -5,404,968.766 (meters)                     COMP
 CN1984  Z           -   3,365,789.464 (meters)                     COMP
 CN1984  LAPLACE CORR-           2.66  (seconds)                    DEFLEC99
 CN1984  ELLIP HEIGHT-          39.71  (meters)          (07/29/02) GPS OBS
 CN1984  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CN1984  DYNAMIC HT  -          67.404 (meters)     221.14  (feet)  COMP
 CN1984  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 CN1984
 CN1984  HORZ ORDER  -  B
 CN1984  VERT ORDER  -  SECOND    CLASS 0
 CN1984  ELLP ORDER  -  FOURTH    CLASS I
 CN1984
 CN1984.The horizontal coordinates were established by GPS observations
 CN1984.and adjusted by the National Geodetic Survey in October 1998..
 CN1984
 CN1984.The orthometric height was determined by differential leveling
 CN1984.and adjusted by the National Geodetic Survey in June 1991..
 CN1984
 CN1984.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN1984
 CN1984.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN1984
 CN1984.The ellipsoidal height was determined by GPS observations
 CN1984.and is referenced to NAD 83.
 CN1984
 CN1984.The geoid height was determined by GEOID03.
 CN1984
 CN1984.The dynamic height is computed by dividing the NAVD 88
 CN1984.geopotential number by the normal gravity value computed on the
 CN1984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1984.degrees latitude (g = 980.6199 gals.).
 CN1984
 CN1984.The modeled gravity was interpolated from observed gravity values.
 CN1984
 CN1984;                    North         East     Units Scale Factor Converg.
 CN1984;SPC AL W     -   228,028.793   614,127.266   MT  0.99993579   +0 04 45.9
 CN1984;UTM  16      - 3,546,782.025   466,923.910   MT  0.99961349   -0 11 09.5
 CN1984
 CN1984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN1984!SPC AL W     -   0.99999376  x   0.99993579  =   0.99992956
 CN1984!UTM  16      -   0.99999376  x   0.99961349  =   0.99960726
 CN1984
 CN1984                          SUPERSEDED SURVEY CONTROL
 CN1984
 CN1984  ELLIP H (10/13/98)   39.73   (m)                       GP(       ) 2 1
 CN1984  NAVD 88 (10/13/98)   67.48   (m)          221.4    (f) LEVELING    3  
 CN1984  NGVD 29 (??/??/92)   67.442  (m)          221.27   (f) ADJ UNCH    2 0
 CN1984
 CN1984.Superseded values are not recommended for survey control.
 CN1984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1984.See file dsdata.txt to determine how the superseded data were derived.
 CN1984
 CN1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6692446782(NAD 83)
 CN1984_MARKER: DZ = AZIMUTH MARK DISK
 CN1984_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1984_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1984_STAMPING: CANTON 1944
 CN1984_MARK LOGO: CGS   
 CN1984_PROJECTION: FLUSH
 CN1984_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN1984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1984+STABILITY: SURFACE MOTION
 CN1984_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN1984+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 CN1984
 CN1984  HISTORY     - Date     Condition        Report By
 CN1984  HISTORY     - 1944     MONUMENTED       CGS
 CN1984  HISTORY     - 1950     GOOD             NGS
 CN1984  HISTORY     - 19980127 GOOD             NGS
 CN1984  HISTORY     - 20031204 GOOD             JCLS
 CN1984
 CN1984                          STATION DESCRIPTION
 CN1984
 CN1984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN1984'6.0 MI NW FROM CAMDEN.
 CN1984'ABOUT 6.0 MILES NORTHWEST ALONG STATE HIGHWAY 28 FROM THE COURTHOUSE
 CN1984'IN CAMDEN, IN AN OLD CHURCH YARD IN A SETTLEMENT KNOWN AS CANTON BEND,
 CN1984'190 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 68 FEET NORTH OF THE
 CN1984'NORTHEAST CORNER OF THE CHURCH, 65 FEET NORTHWEST OF THE NORTHWEST
 CN1984'CORNER OF A PROMINENT STONE AND CONCRETE FENCE AROUND A PLOT IN THE
 CN1984'CEMETERY, 40 FEET NORTH OF THE NORTHWEST CORNER OF THE CEMETERY, 109
 CN1984'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD ABANDONED WOODEN
 CN1984'BUILDING, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CN1984'WITH THE CHURCH YARD AND IN THE TOP OF A CONCRETE POST PROJECTING 1
 CN1984'INCH.
 CN1984
 CN1984                          STATION RECOVERY (1998)
 CN1984
 CN1984'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN1984'THE STATION WAS RECOVERED USING THE 1950 RECOVERY, ALL DIRECTION AND
 CN1984'DISTANCES CHECKED.
 CN1984
 CN1984                          STATION RECOVERY (2003)
 CN1984
 CN1984'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CN1984'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1589 ***********************************************************************
 CO1589  DESIGNATION -  CAP B
 CO1589  PID         -  CO1589
 CO1589  STATE/COUNTY-  AL/SUMTER
 CO1589  USGS QUAD   -  EPES EAST (1986)
 CO1589
 CO1589                         *CURRENT SURVEY CONTROL
 CO1589  ___________________________________________________________________
 CO1589* NAD 83(1986)-  32 41 40.     (N)    088 06 50.     (W)     SCALED    
 CO1589* NAVD 88     -        41.50   (meters)     136.2    (feet)  RESET     
 CO1589  ___________________________________________________________________
 CO1589  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CO1589
 CO1589  VERT ORDER  -  THIRD
 CO1589
 CO1589.The horizontal coordinates were scaled from a topographic map and have
 CO1589.an estimated accuracy of +/- 6 seconds.
 CO1589
 CO1589.The orthometric height was computed from unverified reset data.
 CO1589.No vertical observational check was made to the station.
 CO1589
 CO1589.The geoid height was determined by GEOID03.
 CO1589
 CO1589;                    North         East    Units  Estimated Accuracy
 CO1589;SPC AL W     -   298,900.      542,440.      MT  (+/- 180 meters Scaled)
 CO1589
 CO1589                          SUPERSEDED SURVEY CONTROL
 CO1589
 CO1589.No superseded survey control is available for this station.
 CO1589
 CO1589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB955179(NAD 83)
 CO1589_MARKER: DD = SURVEY DISK
 CO1589_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CO1589_SP_SET: BRIDGE ABUTMENT
 CO1589_STAMPING: CAP-B 1980
 CO1589_MARK LOGO: USE   
 CO1589_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1589_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO1589
 CO1589  HISTORY     - Date     Condition        Report By
 CO1589  HISTORY     - 1980     MONUMENTED       USE
 CO1589  HISTORY     - 19820812 GOOD             USE
 CO1589
 CO1589                          STATION DESCRIPTION
 CO1589
 CO1589'DESCRIBED BY US ENGINEERS 1982
 CO1589'0.6 MI (1.0 KM) NORTHEAST ALONG THE SOUTHERN RAILWAY IN ESPES, IN THE
 CO1589'TOP OF THE NORTHEAST CORNER OF THE WEST CONCRETE ABUTMENT OF THE NEW
 CO1589'SOUTHERN RAILROAD BRIDGE OVER THE TOMBIGBEE RIVER IN ESPES.  THIS
 CO1589'MARK WAS USED AS A REPLACEMENT FOR V 159 1944, WHICH IS GOING TO BE
 CO1589'DESTROYED AS OLD RAILROAD BRIDGE IS GOING TO BE REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2278 ***********************************************************************
 EE2278  DESIGNATION -  CAPER
 EE2278  PID         -  EE2278
 EE2278  STATE/COUNTY-  AL/JACKSON
 EE2278  USGS QUAD   -  STEVENSON (1983)
 EE2278
 EE2278                         *CURRENT SURVEY CONTROL
 EE2278  ___________________________________________________________________
 EE2278* NAD 83(1992)-  34 51 05.35116(N)    085 45 03.67123(W)     ADJUSTED  
 EE2278* NAVD 88     -       472.     (meters)    1549.     (feet)  SCALED    
 EE2278  ___________________________________________________________________
 EE2278  LAPLACE CORR-           1.87  (seconds)                    DEFLEC99
 EE2278  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE2278
 EE2278  HORZ ORDER  -  THIRD
 EE2278
 EE2278.The horizontal coordinates were established by classical geodetic methods
 EE2278.and adjusted by the National Geodetic Survey in September 1997..
 EE2278
 EE2278.The orthometric height was scaled from a topographic map.
 EE2278
 EE2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2278
 EE2278.The geoid height was determined by GEOID03.
 EE2278
 EE2278;                    North         East     Units Scale Factor Converg.
 EE2278;SPC AL E     -   482,558.977   207,527.504   MT  0.99996070   +0 02 49.3
 EE2278;SPC TN       -    57,519.909   622,772.059   MT  1.00009420   +0 08 44.7
 EE2278;SPC TN       -   188,713.23  2,043,211.33   sFT  1.00009420   +0 08 44.7
 EE2278;UTM  16      - 3,857,284.912   614,180.215   MT  0.99976068   +0 42 49.7
 EE2278
 EE2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2278!SPC AL E     -   0.99993044  x   0.99996070  =   0.99989114
 EE2278!SPC TN       -   0.99993044  x   1.00009420  =   1.00002463
 EE2278!UTM  16      -   0.99993044  x   0.99976068  =   0.99969114
 EE2278
 EE2278|---------------------------------------------------------------------|
 EE2278| PID    Reference Object                     Distance      Geod. Az  |
 EE2278|                                                           dddmmss.s |
 EE2278| CG5017 CAPER RM 1                           19.843 METERS 03057     |
 EE2278| CG5016 CAPER AZ MK                                        0403000.9 |
 EE2278| EE2277 FABIUS                              APPROX. 2.4 KM 1913932.1 |
 EE2278| CG5018 CAPER RM 2                           21.552 METERS 23311     |
 EE2278|---------------------------------------------------------------------|
 EE2278
 EE2278                          SUPERSEDED SURVEY CONTROL
 EE2278
 EE2278  NAD 83(1992)-  34 51 05.35123(N)    085 45 03.67126(W) AD(       ) 3
 EE2278  NAD 83(1986)-  34 51 05.35287(N)    085 45 03.67096(W) AD(       ) 3
 EE2278  NAD 27      -  34 51 05.06300(N)    085 45 03.76600(W) AD(       ) 3
 EE2278
 EE2278.Superseded values are not recommended for survey control.
 EE2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2278.See file dsdata.txt to determine how the superseded data were derived.
 EE2278
 EE2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1418057285(NAD 83)
 EE2278_MARKER: DS = TRIANGULATION STATION DISK
 EE2278_SETTING: 80 = SET IN A BOULDER
 EE2278_SP_SET: SET IN MASS OF CONCRETE IN DEPRE
 EE2278
 EE2278  HISTORY     - Date     Condition        Report By
 EE2278  HISTORY     - 1934     MONUMENTED       CGS
 EE2278  HISTORY     - 1949     GOOD             TVA
 EE2278
 EE2278                          STATION DESCRIPTION
 EE2278
 EE2278'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EE2278'ABOUT 7-1/2 MILES SOUTH-SOUTHWEST OF BRIDGEPORT, 5-1/4 MILES SOUTH OF
 EE2278'EAST OF STEVENSON, ON ROCK CLIFF, ON WEST SIDE OF RIDGE EAST OF
 EE2278'TENNESSEE RIVER, ABOUT 100 YARDS NORTHWEST OF TRIANGLE-BLAZED OAK,
 EE2278'50 YARDS WEST OF ROAD, 27.5 FEET EAST-SOUTHEAST OF EDGE OF CLIFF,
 EE2278'AND 16 FEET EAST OF LEANING 14-INCH CEDAR.  TO REACH FROM HI WAY INN
 EE2278'IN STEVENSON, FOLLOW U.S. ROUTE 72 SOUTH 1.75 MILES, TURN LEFT
 EE2278'ONTO T-ROAD AT OLD SIGN CAPERTON FERRY AND GO 1.0 MILE, KEEP
 EE2278'RIGHT AT T-ROAD AND GO 0.75 MILE TO FERRY, CROSS CAPERTON FERRY AND
 EE2278'GO 1.05 MI., TURN RIGHT ONTO T-ROAD AND GO UP MOUNTAIN 3.2 MILES TO
 EE2278'WHITE STORE, KEEP STRAIGHT AHEAD 0.5 MILE TO OLD POST OFFICE AND
 EE2278'SIGN CAPERTON BROW AND TRENTON, GA., TURN LEFT AND GO 0.2 MILE,
 EE2278'FOLLOW RIGHT FORK AT CHURCH 0.9 MILE, AND FOLLOW RIGHT FORK 2.5
 EE2278'MILES TO TRIANGLE-BLAZED OAK ON LEFT AND STATION SITE.  MARKED BY
 EE2278'STANDARD STATION DISK IN BOULDER, ABOUT 3 INCHES BELOW
 EE2278'SURFACE OF GROUND.  REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EE2278'REFERENCE DISKS SET IN CONCRETE IN A DEPRESSION IN A BOULDER.
 EE2278'NO. 1 IS ON PROJECTION OF
 EE2278'CLIFF, 11 FEET EAST-SOUTHEAST OF EDGE OF CLIFF, 6 FEET SOUTH OF
 EE2278'TIP, AND 65.10 FEET FROM STATION N 30 DEG 57 MIN E.  NO. 2
 EE2278'IS 2 FEET EAST-SOUTHEAST OF EDGE OF CLIFF AND 70.71 FEET FROM
 EE2278'STATION S 53 DEG 11 MIN W.  AZIMUTH MARK IS ON ROCK CLIFF, 25
 EE2278'FEET WEST OF CENTER LINE OF ROAD, 15 FEET NORTH OF 8-INCH HICKORY, 8
 EE2278'FEET EAST OF EDGE OF CLIFF, AND 0.15 MILE FROM STATION
 EE2278'N 40 DEG 30 MIN E.
 EE2278
 EE2278                          STATION RECOVERY (1949)
 EE2278
 EE2278'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CBW)
 EE2278'STATION IS IN GOOD CONDITION.  ALL REFERENCE MARKS AND AZIMUTH MARK
 EE2278'ARE GOOD.  POST NOT SET DUE TO SOLID ROCK LEDGE IN AREA.  DISK IS
 EE2278'STAMPED CAPER 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4975 ***********************************************************************
 BG4975  DESIGNATION -  CAPPED WELLHEAD EAST
 BG4975  PID         -  BG4975
 BG4975  STATE/COUNTY-  AL/BALDWIN
 BG4975  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG4975
 BG4975                         *CURRENT SURVEY CONTROL
 BG4975  ___________________________________________________________________
 BG4975* NAD 83(1992)-  30 11 18.50362(N)    087 57 13.34759(W)     ADJUSTED  
 BG4975* NAVD 88     -        18.5    (meters)      61.     (feet)  VERTCON   
 BG4975  ___________________________________________________________________
 BG4975  LAPLACE CORR-           0.63  (seconds)                    DEFLEC99
 BG4975  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BG4975
 BG4975  HORZ ORDER  -  THIRD
 BG4975
 BG4975.The horizontal coordinates were established by classical geodetic methods
 BG4975.and adjusted by the National Geodetic Survey in December 1992..
 BG4975
 BG4975.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4975.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4975
 BG4975.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4975
 BG4975.The geoid height was determined by GEOID03.
 BG4975
 BG4975;                    North         East     Units Scale Factor Converg.
 BG4975;SPC AL W     -    20,978.612   556,309.079   MT  0.99995688   -0 13 41.3
 BG4975;UTM  16      - 3,340,054.265   408,189.302   MT  0.99970399   -0 28 46.6
 BG4975
 BG4975!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4975!SPC AL W     -   1.00000142  x   0.99995688  =   0.99995830
 BG4975!UTM  16      -   1.00000142  x   0.99970399  =   0.99970541
 BG4975
 BG4975                          SUPERSEDED SURVEY CONTROL
 BG4975
 BG4975  NAD 83(1992)-  30 11 18.54356(N)    087 57 13.34024(W) AD(       ) 4
 BG4975  NGVD 29 (05/01/92)   18.5    (m)           61.     (f) VERT ANG       
 BG4975
 BG4975.Superseded values are not recommended for survey control.
 BG4975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4975.See file dsdata.txt to determine how the superseded data were derived.
 BG4975
 BG4975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU0818940054(NAD 83)
 BG4975_MARKER: 67 = OIL DERRICK
 BG4975
 BG4975  HISTORY     - Date     Condition        Report By
 BG4975  HISTORY     - 1986     FIRST OBSERVED   NOS
 BG4975
 BG4975                          STATION DESCRIPTION
 BG4975
 BG4975'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BG4975'STATION IS LOCATED NEAR MOBILE POINT IN THE GULF OF MEXICO.
 BG4975'
 BG4975'TO REACH THE STATION BY BOAT PROCEED ABOUT 5.0 NAUTICAL MI ESE OF
 BG4975'MOBILE POINT TO STATION.
 BG4975'
 BG4975'STATION IS A GAS WELL PIPE 3 FT IN DIA.  THERE IS A PRIVATELY
 BG4975'MAINTAINED FL WHITE LT ATOP A PLATFORM THAT SURROUNDS SEVERAL
 BG4975'VALVES.  THERE ARE THREE MOORING PILES WITH PRIVATELY MAINTAINED
 BG4975'FL WHITE LTS, ALL ON THE NW SIDE.  TWO PILES BEAR 9 FT IN HEIGHT
 BG4975'AND ONE BEARS 12 FT.  THE OBJECT LOCATED IS A VALVE ATOP OF THE
 BG4975'WELL PIPE, 59.2 FT ABOVE MLLW.
 BG4975'
 BG4975'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3122 ***********************************************************************
 BH3122  DESIGNATION -  CAPPED WELLHEAD WEST
 BH3122  PID         -  BH3122
 BH3122  STATE/COUNTY-  AL/BALDWIN
 BH3122  USGS QUAD   -  FORT MORGAN (1982)
 BH3122
 BH3122                         *CURRENT SURVEY CONTROL
 BH3122  ___________________________________________________________________
 BH3122* NAD 83(1992)-  30 11 54.13701(N)    088 01 16.84728(W)     ADJUSTED  
 BH3122* NAVD 88     -        20.1    (meters)      66.     (feet)  VERTCON   
 BH3122  ___________________________________________________________________
 BH3122  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BH3122  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BH3122
 BH3122  HORZ ORDER  -  THIRD
 BH3122
 BH3122.The horizontal coordinates were established by classical geodetic methods
 BH3122.and adjusted by the National Geodetic Survey in December 1992..
 BH3122
 BH3122.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3122.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3122
 BH3122.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3122
 BH3122.The geoid height was determined by GEOID03.
 BH3122
 BH3122;                    North         East     Units Scale Factor Converg.
 BH3122;SPC AL W     -    22,103.699   549,800.568   MT  0.99996441   -0 15 44.1
 BH3122;UTM  16      - 3,341,207.622   401,687.412   MT  0.99971924   -0 30 49.6
 BH3122
 BH3122!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3122!SPC AL W     -   1.00000118  x   0.99996441  =   0.99996559
 BH3122!UTM  16      -   1.00000118  x   0.99971924  =   0.99972042
 BH3122
 BH3122                          SUPERSEDED SURVEY CONTROL
 BH3122
 BH3122  NAD 83(1986)-  30 11 54.20048(N)    088 01 16.73874(W) AD(       ) 4
 BH3122  NGVD 29 (05/01/92)   20.1    (m)           66.     (f) VERT ANG       
 BH3122
 BH3122.Superseded values are not recommended for survey control.
 BH3122.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3122.See file dsdata.txt to determine how the superseded data were derived.
 BH3122
 BH3122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU0168741208(NAD 83)
 BH3122_MARKER: 67 = OIL DERRICK
 BH3122
 BH3122  HISTORY     - Date     Condition        Report By
 BH3122  HISTORY     - 1986     FIRST OBSERVED   NOS
 BH3122
 BH3122                          STATION DESCRIPTION
 BH3122
 BH3122'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH3122'THE STATION IS LOCATED 2.57 KM (1.6 MI) SSE OF MOBILE POINT IN THE
 BH3122'GULF OF MEXICO.
 BH3122'
 BH3122'TO REACH THE STATION PROCEED BY BOAT TO AREA.
 BH3122'
 BH3122'STATION IS THE CENTER OF A GAS WELL PIPE 3 FT IN DIA.  THERE IS A
 BH3122'PRIVATELY MAINTAINED FL WHITE LT ATOP A PLATFORM SURROUNDING
 BH3122'SEVERAL VALVES.  THREE STEEL MOORING PILES ARE ON THE W SIDE OF THE
 BH3122'STATION.  TWO PILES BEAR 9 FT IN HEIGHT WITH ONE PILE HAVING A
 BH3122'PRIVATELY MAINTAINED FL WHITE LT ATOP.  THE THIRD PILE BEARS 12 FT
 BH3122'IN HEIGHT WITH A PRIVATELY MAINTAINED FL WHITE LT ATOP.  THE OBJECT
 BH3122'LOCATED IS A VALVE ATOP OF THE WELL PIPE 61.9 FT ABOVE MLLW.
 BH3122'
 BH3122'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2113 ***********************************************************************
 BT2113  DESIGNATION -  CAPPS RESET
 BT2113  PID         -  BT2113
 BT2113  STATE/COUNTY-  AL/HENRY
 BT2113  USGS QUAD   -  NEWVILLE (1969)
 BT2113
 BT2113                         *CURRENT SURVEY CONTROL
 BT2113  ___________________________________________________________________
 BT2113* NAD 83(1992)-  31 29 37.81891(N)    085 19 17.14440(W)     ADJUSTED  
 BT2113* NAVD 88     -       133.     (meters)     436.     (feet)  SCALED    
 BT2113  ___________________________________________________________________
 BT2113  LAPLACE CORR-          -0.36  (seconds)                    DEFLEC99
 BT2113  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BT2113
 BT2113  HORZ ORDER  -  SECOND
 BT2113
 BT2113.The horizontal coordinates were established by classical geodetic methods
 BT2113.and adjusted by the National Geodetic Survey in September 1997..
 BT2113
 BT2113.The orthometric height was scaled from a topographic map.
 BT2113
 BT2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2113
 BT2113.The geoid height was determined by GEOID03.
 BT2113
 BT2113;                    North         East     Units Scale Factor Converg.
 BT2113;SPC AL E     -   110,295.403   248,633.640   MT  0.99998916   +0 16 02.7
 BT2113;UTM  16      - 3,485,553.951   659,425.245   MT  0.99991349   +0 52 37.5
 BT2113
 BT2113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2113!SPC AL E     -   0.99998329  x   0.99998916  =   0.99997245
 BT2113!UTM  16      -   0.99998329  x   0.99991349  =   0.99989678
 BT2113
 BT2113|---------------------------------------------------------------------|
 BT2113| PID    Reference Object                     Distance      Geod. Az  |
 BT2113|                                                           dddmmss.s |
 BT2113| CY8751 CAPPS RM 1                           31.839 METERS 00417     |
 BT2113| CY8753 CAPPS RM 3                           18.424 METERS 02949     |
 BT2113| CY8754 CAPPS RM 4                           23.247 METERS 12344     |
 BT2113| CY8750 CAPPS AZ MK                                        1902453.2 |
 BT2113| BT2112 NEWVILLE MUNICIPAL TANK             APPROX. 8.2 KM 1911321.8 |
 BT2113| CY8752 CAPPS RM 2                           23.948 METERS 27640     |
 BT2113|---------------------------------------------------------------------|
 BT2113
 BT2113                          SUPERSEDED SURVEY CONTROL
 BT2113
 BT2113  NAD 83(1992)-  31 29 37.82870(N)    085 19 17.13238(W) AD(       ) 2
 BT2113  NAD 83(1986)-  31 29 37.83790(N)    085 19 17.13277(W) AD(       ) 2
 BT2113  NAD 27      -  31 29 37.22800(N)    085 19 17.36300(W) AD(       ) 2
 BT2113
 BT2113.Superseded values are not recommended for survey control.
 BT2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2113.See file dsdata.txt to determine how the superseded data were derived.
 BT2113
 BT2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5942585554(NAD 83)
 BT2113_MARKER: DS = TRIANGULATION STATION DISK
 BT2113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2113
 BT2113  HISTORY     - Date     Condition        Report By
 BT2113  HISTORY     - 1943     MONUMENTED       CGS
 BT2113  HISTORY     - 1966     GOOD             USE
 BT2113  HISTORY     - 1976     GOOD             NGS
 BT2113
 BT2113                          STATION DESCRIPTION
 BT2113
 BT2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2113'THE STATION IS LOCATED ABOUT 0.6 MILE NW OF CAPPS (A SMALL
 BT2113'CROSSROADS SETTLEMENT) AND AT THE HIGHEST POINT OF A CULTIVATED
 BT2113'FIELD WHICH IS THE HIGHEST POINT IN THE IMMEDIATE VICINITY.  IT IS
 BT2113'ABOUT 25 FEET W OF A COTTON HOUSE AND 12 FEET N OF AN E-AND-W
 BT2113'FENCE LINE.  IT PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 BT2113'CAPPS 1943.
 BT2113'
 BT2113'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BT2113'SET IN CONCRETE.
 BT2113'
 BT2113'REFERENCE MARK NO. 1 IS NNW OF THE STATION 3 FEET W OF A N-AND-S
 BT2113'FENCE LINE.  IT PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 BT2113'CAPPS NO. 1 1943.
 BT2113'
 BT2113'REFERENCE MARK NO. 2 IS W OF THE STATION, 2 FEET S OF AN E-AND-W
 BT2113'FENCE LINE.  IT PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 BT2113'CAPPS NO.1 1943.
 BT2113'
 BT2113'THE AZIMZUTH MARK IS LOCATED ABOUT 0.6 MILE S OF THE STATION AND
 BT2113'0.4 MILE BY ROAD S OF THE POINT WHERE THE ROUTE TO THE STATION
 BT2113'LEAVES THE PAVED ROAD.  IT IS AT THE N SIDE OF A TELEPHONE POLE
 BT2113'AND 40 FEET E OF THE CENTER OF THE PAVED ROAD.  IT PROJECTS 6
 BT2113'INCHES AND THE DISK IS STAMPED CAPPS 1943.
 BT2113'
 BT2113'TO REACH THE STATION FROM CAPPS CROSSROADS GO SOUTHWESTERLY ON
 BT2113'THE PAVED HIGHWAY (NEWVILLE ROAD) FOR 0.6 MILE TO A FARM ROAD
 BT2113'RIGHT.  TURN RIGHT AND CROSS THE RAILROAD TRACKS.  IMMEDIATELY
 BT2113'AFTER CROSSING THE TRACKS TAKE THE RIGHT FORK AND FOLLOW THE ONLY
 BT2113'ROAD FOR 0.3 MILE TO THE TOP OF THE RISE AND THE SECOND COTTON
 BT2113'HOUSE AND THE STATION.
 BT2113'
 BT2113'A 20-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT WOOD.
 BT2113'
 BT2113'A 20-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT SAUNDERS.
 BT2113'
 BT2113'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT HOWERTON.
 BT2113'
 BT2113'A 78-FOOT LIGHT AT NEWVILLE IS VISIBLE FROM THE GROUND.
 BT2113'
 BT2113'AN 87-FOOT LIGHT AT ARMSTRONG IS VISIBLE FROM THE GROUND.
 BT2113'
 BT2113'A 100-FOOT LIGHT AT STATION PHILLIPS IS VISIBLE FROM THE GROUND.
 BT2113'
 BT2113'A 100-FOOT LIGHT AT STATION ECHO IS VISIBLE FROM THE GROUND.
 BT2113'
 BT2113'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BT2113
 BT2113                          STATION RECOVERY (1966)
 BT2113
 BT2113'RECOVERY NOTE BY US ENGINEERS 1966
 BT2113'THIS STATION WAS FOUND DESTROYED ON 27 SEPT. 1966.  UNDERGROUND
 BT2113'MARKER WAS LOCATED AND SURFACE MARKER RESET BY HENRY FINCH OF USGS.
 BT2113
 BT2113                          STATION RECOVERY (1976)
 BT2113
 BT2113'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BT2113'THE STATION WAS VISITED 11-18-76 AND THE AZIMUTH MARK WAS
 BT2113'RECOVERED IN GOOD CONDITION.  THE STATION SURFACE MARK WAS FOUND
 BT2113'LEANING ABOUT 45 DEGREES AND REFERENCE MARK NO 2 WAS FOUND IN PLACE
 BT2113'BUT HAD BEEN HIT BY MACHINERY.  REFERENCE MARK NO 1 WAS NOT FOUND
 BT2113'AND IS PRESUMED DESTROYED.  THE STATION UNDERGROUND MARK WAS
 BT2113'RECOVERED IN GOOD CONDITION, IT WAS LOWERED AT THIS DATE AND A
 BT2113'NEW STATION SURFACE MARK AND REFERENCE MARKS NO 3 AND NO 4 WERE
 BT2113'ESTABLISHED AND THE DISKS WERE RECLAIMED FROM THE OLD STATION
 BT2113'AND REFERENCE MARK NO 2.  A COMPLETE NEW DESCRIPTION
 BT2113'FOLLOWS--
 BT2113'
 BT2113'THE STATION IS LOCATED ABOUT 0.6 MILE NORTHWEST OF THE SMALL
 BT2113'CROSSROADS SETTLEMENT OF CAPPS, 0.5 MILE NORTH OF ALABAMA STATE
 BT2113'HIGHWAY 173, AT THE HIGHEST POINT OF A CULTIVATED FIELD WHICH IS
 BT2113'THE HIGHEST GROUND IN IMMEDIATE VICINITY.
 BT2113'
 BT2113'TO REACH FROM THE INTERSECTION OF ALABAMA STATE HIGHWAY 173 AND
 BT2113'COUNTY ROAD 32 IN CAPPS, GO SOUTHWEST ON HIGHWAY 173 FOR 0.6 MILE
 BT2113'TO A FARM ROAD ON RIGHT, TURN RIGHT AND CROSS RAILROAD TRACK,
 BT2113'THEN TAKE THE RIGHT FORK AND FOLLOW FIELD ROAD NORTHERLY FOR 0.27
 BT2113'MILE TO TOP OF HILL AND STATION ON THE LEFT.
 BT2113'
 BT2113'THE STATION IS A STANDARD NATIONAL GEODETIC TRIANGULATION DISK,
 BT2113'STAMPED CAPPS 1943 1976 SET IN THE TOP OF A ROUND CONCRETE POST 2.4
 BT2113'FEET BELOW THE SURFACE OF A CULTIVATED FIELD.  IT IS 296.5 FEET
 BT2113'SOUTH-SOUTHEAST OF A POWER POLE WITH TRANSFORMER, 262.5 FEET
 BT2113'SOUTH-SOUTHEAST OF THE CENTER OF AN EAST-WEST FIELD ROAD AND 39.0
 BT2113'FEET WEST-SOUTHWEST OF THE CENTER OF A NORTH-SOUTH FIELD ROAD.
 BT2113'
 BT2113'REFERENCE MARK NO 3 IS A STANDARD NATIONAL GEODETIC SURVEY
 BT2113'REFERENCE MARK DISK, STAMPED CAPPS 1943 NO 3 1976 SET IN TOP OF
 BT2113'A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND AT
 BT2113'EAST EDGE OF FIELD ROAD.  IT IS 270.2 FEET SOUTHEAST OF POWER POLE
 BT2113'WITH TRANSFORMER, 7.5 FEET EAST-NORTHEAST OF CENTER OF FIELD
 BT2113'ROAD AND 1.0 FOOT WEST-SOUTHWEST OF A METAL WITNESS POST AND
 BT2113'SIGN.
 BT2113'
 BT2113'REFERENCE MARK NO 4 IS A STANDARD NATIONAL GEODETIC SURVEY
 BT2113'REFERENCE MARK DISK, STAMPED CAPPS 1943 NO 4 1976 SET IN TOP
 BT2113'OF A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND AT
 BT2113'EAST EDGE OF FIELD ROAD.  IT IS 6.5 FEET EAST-NORTHEAST OF THE
 BT2113'CENTER OF FIELD ROAD AND 1.0 FOOT WEST-SOUTHWEST OF A METAL
 BT2113'WITNESS POST AND SIGN.
 BT2113'
 BT2113'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, SET IN THE TOP
 BT2113'OF A SQUARE CONCRETE POST.  IT IS STAMPED CAPPS 1943 AND PROJECTS
 BT2113'6 INCHES ABOVE THE GROUND IN A CULTIVATED FIELD.  THE MARK IS 109.5
 BT2113'FEET EAST-SOUTHEAST OF RAILROAD MILEPOST 807, 40.7 FEET EAST OF
 BT2113'THE CENTER OF STATE HIGHWAY 173, 11.0 FEET EAST OF THE WEST EDGE
 BT2113'OF A CULTIVATED FIELD AND 1.0 FOOT WEST OF A METAL WITNESS POST
 BT2113'AND SIGN.
 BT2113'
 BT2113'TO REACH AZIMUTH MARK FROM FARM ROAD ON RIGHT TO STATION
 BT2113'CONTINUE SOUTHWEST ON STATE HIGHWAY 173 FOR 0.4 MILE TO MARK ON
 BT2113'LEFT IN CULTIVATED FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1466 ***********************************************************************
 EF1466  DESIGNATION -  CAPSHAW
 EF1466  PID         -  EF1466
 EF1466  STATE/COUNTY-  AL/MADISON
 EF1466  USGS QUAD   -  JEFF (1982)
 EF1466
 EF1466                         *CURRENT SURVEY CONTROL
 EF1466  ___________________________________________________________________
 EF1466* NAD 83(1992)-  34 49 04.20790(N)    086 44 17.74275(W)     ADJUSTED  
 EF1466* NAVD 88     -       383.8    (meters)    1259.     (feet)  VERTCON   
 EF1466  ___________________________________________________________________
 EF1466  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 EF1466  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EF1466
 EF1466  HORZ ORDER  -  SECOND
 EF1466
 EF1466.The horizontal coordinates were established by classical geodetic methods
 EF1466.and adjusted by the National Geodetic Survey in December 1992..
 EF1466
 EF1466.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1466.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1466
 EF1466.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1466
 EF1466.The geoid height was determined by GEOID03.
 EF1466
 EF1466;                    North         East     Units Scale Factor Converg.
 EF1466;SPC AL E     -   479,196.200   117,210.174   MT  1.00004445   -0 31 00.2
 EF1466;SPC AL W     -   534,499.264   669,687.510   MT  0.99999317   +0 26 05.8
 EF1466;UTM  16      - 3,852,873.238   523,936.877   MT  0.99960706   +0 08 58.0
 EF1466
 EF1466!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1466!SPC AL E     -   0.99994417  x   1.00004445  =   0.99998861
 EF1466!SPC AL W     -   0.99994417  x   0.99999317  =   0.99993734
 EF1466!UTM  16      -   0.99994417  x   0.99960706  =   0.99955125
 EF1466
 EF1466                          SUPERSEDED SURVEY CONTROL
 EF1466
 EF1466  NAD 83(1986)-  34 49 04.21329(N)    086 44 17.72603(W) AD(       ) 2
 EF1466  NAD 27      -  34 49 03.88600(N)    086 44 17.73400(W) AD(       ) 2
 EF1466  NGVD 29 (07/19/86)  383.8    (m)         1259.     (f) VERT ANG       
 EF1466
 EF1466.Superseded values are not recommended for survey control.
 EF1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1466.See file dsdata.txt to determine how the superseded data were derived.
 EF1466
 EF1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2393752873(NAD 83)
 EF1466_MARKER: Z = SEE DESCRIPTION
 EF1466_SETTING: 0 = UNSPECIFIED SETTING
 EF1466_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1466
 EF1466  HISTORY     - Date     Condition        Report By
 EF1466  HISTORY     - 1877     MONUMENTED       CGS
 EF1466  HISTORY     - 1907     MARK NOT FOUND   CGS
 EF1466
 EF1466                          STATION DESCRIPTION
 EF1466
 EF1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1907
 EF1466'LOST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1468 ***********************************************************************
 EF1468  DESIGNATION -  CAPSHAW 2
 EF1468  PID         -  EF1468
 EF1468  STATE/COUNTY-  AL/MADISON
 EF1468  USGS QUAD   -  JEFF (1982)
 EF1468
 EF1468                         *CURRENT SURVEY CONTROL
 EF1468  ___________________________________________________________________
 EF1468* NAD 83(1992)-  34 49 06.27810(N)    086 44 16.19726(W)     ADJUSTED  
 EF1468* NAVD 88     -       383.     (meters)    1257.     (feet)  SCALED    
 EF1468  ___________________________________________________________________
 EF1468  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 EF1468  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EF1468
 EF1468  HORZ ORDER  -  FIRST
 EF1468
 EF1468.The horizontal coordinates were established by classical geodetic methods
 EF1468.and adjusted by the National Geodetic Survey in December 1992..
 EF1468
 EF1468.The orthometric height was scaled from a topographic map.
 EF1468
 EF1468.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1468
 EF1468.The geoid height was determined by GEOID03.
 EF1468
 EF1468;                    North         East     Units Scale Factor Converg.
 EF1468;SPC AL E     -   479,259.641   117,250.026   MT  1.00004436   -0 30 59.3
 EF1468;SPC AL W     -   534,563.355   669,726.301   MT  0.99999323   +0 26 06.7
 EF1468;UTM  16      - 3,852,937.110   523,975.972   MT  0.99960708   +0 08 58.9
 EF1468
 EF1468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1468!SPC AL E     -   0.99994429  x   1.00004436  =   0.99998865
 EF1468!SPC AL W     -   0.99994429  x   0.99999323  =   0.99993752
 EF1468!UTM  16      -   0.99994429  x   0.99960708  =   0.99955139
 EF1468
 EF1468|---------------------------------------------------------------------|
 EF1468| PID    Reference Object                     Distance      Geod. Az  |
 EF1468|                                                           dddmmss.s |
 EF1468| CG5021 CAPSHAW 2 RM 2                       31.350 METERS 01324     |
 EF1468| EF1481 MONTE SANO RIDGE STEEPLE            APPROX.20.4 KM 1134539.6 |
 EF1468| EF1482 MONTE SANO PAVILLION TOP CEN        APPROX.20.5 KM 1140531.7 |
 EF1468| EF1472 DALLAS MILLS TANK                   APPROX.16.4 KM 1182444.5 |
 EF1468| EF1478 HUNTSVILLE METH EPIS CH SPIRE       APPROX.17.0 KM 1242356.3 |
 EF1468| EF1479 HUNTSVILLE PRESB CH SPIRE           APPROX.17.2 KM 1243748.1 |
 EF1468| CG5020 CAPSHAW 2 RM 1                       21.850 METERS 13123     |
 EF1468| EF1476 MERRIMAC MILLS CHIMNEY              APPROX.17.6 KM 1372317.4 |
 EF1468|---------------------------------------------------------------------|
 EF1468
 EF1468                          SUPERSEDED SURVEY CONTROL
 EF1468
 EF1468  NAD 83(1986)-  34 49 06.28356(N)    086 44 16.18872(W) AD(       ) 1
 EF1468  NAD 27      -  34 49 05.96100(N)    086 44 16.19600(W) AD(       ) 1
 EF1468
 EF1468.Superseded values are not recommended for survey control.
 EF1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1468.See file dsdata.txt to determine how the superseded data were derived.
 EF1468
 EF1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2397652937(NAD 83)
 EF1468_MARKER: DS = TRIANGULATION STATION DISK
 EF1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1468
 EF1468  HISTORY     - Date     Condition        Report By
 EF1468  HISTORY     - 1914     MONUMENTED       CGS
 EF1468  HISTORY     - 1930     POOR             CGS
 EF1468  HISTORY     - 1934     SEE DESCRIPTION  CGS
 EF1468
 EF1468                          STATION DESCRIPTION
 EF1468
 EF1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 EF1468'ON CAPSHAW MOUNTAIN, A PROMINENT TIMBERED MOUNTAIN ABOUT 13 MILES
 EF1468'NORTHWEST FROM HUNTSVILLE AND 2 MILES WEST FROM JEFF POST OFFICE, ON
 EF1468'LAND OWNED BY MR. DAVID W. KELLY, 1/4 MILE WEST FROM THE OLD LOG
 EF1468'CABIN LOCATED AT THE FOOT OF THE MOUNTAIN ON THE EAST SIDE.  THE TOP
 EF1468'OF THE MOUNTAIN IS A LEVEL CULTIVATED FIELD.  A HOLE 16 INCHES
 EF1468'SQUARE AND 2 FEET DEEP WAS DUG.  IN THE BOTTOM OF THIS, A HOLE 10
 EF1468'INCHES IN DIAMETER AND 10 INCHES DEEP WAS SUNK, THIS LOWER
 EF1468'HOLE WAS FILLED WITH CONCRETE AND IN THE TOP WAS SET A STANDARD
 EF1468'STATION MARK, THEN COVERED WITH ABOUT 6 INCHES OF SAND OR EARTH AND
 EF1468'A FORM 2 FEET DEEP, 16 INCHES SQUARE AT THE BOTTOM AND 14 INCHES
 EF1468'SQUARE AT THE TOP WAS PLACED IN THE HOLE AND FILLED WITH CONCRETE,
 EF1468'THE TOP PROJECTING ABOUT 6 INCHES.  THE TOP BEARS A STANDARD STATION
 EF1468'MARK SET NEAR THE SOUTHEAST POINT OF THE FIELD ABOUT 30 METERS WEST
 EF1468'FROM THE TIMBER LINE AND THE EAST BROW OF THE HILL, ABOUT 60 METERS
 EF1468'NORTHEAST FROM A ROCKY LEDGE AT THE HEAD OF A LARGE RAVINE MAKING
 EF1468'DOWN THE SOUTH SIDE OF THE MOUNTAIN.  REFERENCE MARK NO. 1 WAS SET
 EF1468'ABOUT 10 METERS WEST OF THE EAST TIMBER LINE, 21.85 METERS (71.69
 EF1468'FEET) FROM THE STATION S 48 DEG 37 MIN E AND SEVERAL
 EF1468'METERS LOWER.  REFERENCE MARK NO. 2 WAS SET IN THE FIELD ON GROUND
 EF1468'LEVEL WITH THE STATION AND 31.35 METERS (102.85 FEET) FROM IT N 13
 EF1468'DEG 24 MIN E.  BOTH THESE MARKS WERE MADE BY FILLING A
 EF1468'HOLE 10 INCHES SQUARE AND 2 FEET DEEP WITH CONCRETE AND SETTING A
 EF1468'STANDARD REFERENCE MARK IN THE TOP, THE ARROW POINTING TO THE
 EF1468'STATION. THE TOP OF THE MARK IS ABOUT FLUSH WITH THE SURFACE OF THE
 EF1468'GROUND.
 EF1468
 EF1468                          STATION RECOVERY (1930)
 EF1468
 EF1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (EBL)
 EF1468'THE SITE OF THE STATION WAS VISITED, AND THE STATION MARK WAS FOUND
 EF1468'DUG UP LAYING ON ITS SIDE WITH THE PLATE REMOVED.  THE REFERENCE
 EF1468'MARKS WERE FOUND BROKEN APART.  THE STATION IS LOST.
 EF1468
 EF1468                          STATION RECOVERY (1934)
 EF1468
 EF1468'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EF1468'THE OLD STATION OF 1914 WAS NOT RECOVERED, AN OLD CONCRETE BLOCK
 EF1468'ABOUT ONE FOOT SQUARE AND 2-1/2 FEET LONG, WITHOUT MARKS OF ANY
 EF1468'DESCRIPTION, WAS FOUND LYING SIDEWAYS NEAR AN OLD HOLE, FROM WHICH IT
 EF1468'PROBABLY CAME, THIS MAY HAVE BEEN THE OLD STATION.  THE OLD
 EF1468'STANDARD DISKS REFERENCE MARKS COULD NOT BE FOUND.  IT IS
 EF1468'RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.  A NEW
 EF1468'STATION AND REFERENCE MARKS WERE ESTABLISHED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1467 ***********************************************************************
 EF1467  DESIGNATION -  CAPSHAW 3 RESET
 EF1467  PID         -  EF1467
 EF1467  STATE/COUNTY-  AL/MADISON
 EF1467  USGS QUAD   -  JEFF (1982)
 EF1467
 EF1467                         *CURRENT SURVEY CONTROL
 EF1467  ___________________________________________________________________
 EF1467* NAD 83(1992)-  34 49 06.27272(N)    086 44 16.21600(W)     ADJUSTED  
 EF1467* NAVD 88     -       383.8    (meters)    1259.     (feet)  VERTCON   
 EF1467  ___________________________________________________________________
 EF1467  X           -     298,308.603 (meters)                     COMP
 EF1467  Y           -  -5,233,753.017 (meters)                     COMP
 EF1467  Z           -   3,621,549.365 (meters)                     COMP
 EF1467  LAPLACE CORR-          -4.46  (seconds)                    DEFLEC99
 EF1467  ELLIP HEIGHT-         355.47  (meters)          (07/29/02) GPS OBS
 EF1467  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 EF1467
 EF1467  HORZ ORDER  -  FIRST
 EF1467  ELLP ORDER  -  FOURTH    CLASS I
 EF1467
 EF1467.The horizontal coordinates were established by GPS observations
 EF1467.and adjusted by the National Geodetic Survey in December 1992..
 EF1467
 EF1467.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1467.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1467
 EF1467.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1467
 EF1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1467
 EF1467.The ellipsoidal height was determined by GPS observations
 EF1467.and is referenced to NAD 83.
 EF1467
 EF1467.The geoid height was determined by GEOID03.
 EF1467
 EF1467;                    North         East     Units Scale Factor Converg.
 EF1467;SPC AL E     -   479,259.480   117,249.548   MT  1.00004437   -0 30 59.3
 EF1467;SPC AL W     -   534,563.186   669,725.826   MT  0.99999323   +0 26 06.7
 EF1467;UTM  16      - 3,852,936.943   523,975.496   MT  0.99960708   +0 08 58.9
 EF1467
 EF1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1467!SPC AL E     -   0.99994420  x   1.00004437  =   0.99998857
 EF1467!SPC AL W     -   0.99994420  x   0.99999323  =   0.99993744
 EF1467!UTM  16      -   0.99994420  x   0.99960708  =   0.99955131
 EF1467
 EF1467:                Primary Azimuth Mark                     Grid Az
 EF1467:SPC AL E     -  STEGER                                   042 19 04.5
 EF1467:SPC AL W     -  STEGER                                   041 21 58.5
 EF1467:UTM  16      -  STEGER                                   041 39 06.3
 EF1467
 EF1467|---------------------------------------------------------------------|
 EF1467| PID    Reference Object                     Distance      Geod. Az  |
 EF1467|                                                           dddmmss.s |
 EF1467| EF1463 STEGER                              APPROX.17.0 KM 0414805.2 |
 EF1467| CG5023 CAPSHAW 3 RM 1 RESET                 11.356 METERS 13316     |
 EF1467| CG5022 CAPSHAW 3 AZ MK                                    1680858.3 |
 EF1467| CG5024 CAPSHAW 3 RM 2                       16.862 METERS 23352     |
 EF1467| CG5025 CAPSHAW 3 RM 3                       17.914 METERS 26429     |
 EF1467|---------------------------------------------------------------------|
 EF1467
 EF1467                          SUPERSEDED SURVEY CONTROL
 EF1467
 EF1467  ELLIP H (12/04/92)  355.57   (m)                       GP(       ) 4 1
 EF1467  NAD 83(1986)-  34 49 06.27776(N)    086 44 16.21299(W) AD(       ) 2
 EF1467  NAD 27      -  34 49 05.95500(N)    086 44 16.21700(W) AD(       ) 2
 EF1467  NGVD 29 (12/04/92)  383.7    (m)         1259.     (f) GPS OBS        
 EF1467
 EF1467.Superseded values are not recommended for survey control.
 EF1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1467.See file dsdata.txt to determine how the superseded data were derived.
 EF1467
 EF1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED2397552937(NAD 83)
 EF1467_MARKER: DS = TRIANGULATION STATION DISK
 EF1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1467_SP_SET: CONCRETE POST
 EF1467_STAMPING: CAPSHAW 3 1934 1971
 EF1467_MARK LOGO: NGS   
 EF1467_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1467+STABILITY: SURFACE MOTION
 EF1467_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1467+SATELLITE: SATELLITE OBSERVATIONS - January 29, 1991
 EF1467
 EF1467  HISTORY     - Date     Condition        Report By
 EF1467  HISTORY     - 1934     MONUMENTED       CGS
 EF1467  HISTORY     - 1967     MARK NOT FOUND   TVA
 EF1467  HISTORY     - 1971     SEE DESCRIPTION  NGS
 EF1467  HISTORY     - 1971     GOOD             NGS
 EF1467  HISTORY     - 19870303 GOOD
 EF1467  HISTORY     - 19900613 GOOD             ALHD
 EF1467  HISTORY     - 19910129 GOOD
 EF1467
 EF1467                          STATION DESCRIPTION
 EF1467
 EF1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EF1467'ON THE SUMMIT OF CAPSHAW MOUNTAIN ON THE PROPERTY OF DAVID E. KELLY
 EF1467'OF JEFF.  NEAR THE SITE OF CAPSHAW AND CAPSHAW 2.  CAPSHAW 2, THE OLD
 EF1467'STATION OF 1914, WAS NOT RECOVERED.  AN OLD CONCRETE BLOCK 1 FOOT
 EF1467'SQUARE AND 2-1/2 FEET LONG, WITHOUT MARKS OF ANY DESCRIPTION WAS
 EF1467'FOUND LYING SIDEWAYS NEAR AN OLD HOLE FROM WHICH IT PROBABLY CAME,
 EF1467'THIS MAY HAVE BEEN THE OLD STATION.  NO REFERENCE MARKS COULD BE
 EF1467'FOUND.  THE NEW STATION IS A STANDARD DISK SET IN CONCRETE IN THE
 EF1467'OLD HOLE MENTIONED ABOVE.  TO REACH FROM YARBROUGH HOTEL AT
 EF1467'HUNTSVILLE, TAKE US 72 (ALA. NO. 2) WEST 7.75 MILES AND TURN RIGHT
 EF1467'(NORTH) ON GRAVEL ROAD AT G.T. MORRIS GULF GAS STATION.  KEEP
 EF1467'STRAIGHT AHEAD FOR 3.65 MILES AND TURN LEFT ON NIG DAVIS ROAD,
 EF1467'PROCEED 1.1 MILES AND TURN RIGHT ON FARM ROAD.  FOLLOW 0.8 MILE TO
 EF1467'HOME OF SAM BARNES WHICH IS THE END OF TRUCK TRAVEL.  THE STATION IS
 EF1467'LOCATED ON THE FLAT-TOPPED RIDGE TO THE SOUTHWEST, ABOUT 1/2 MILE
 EF1467'DISTANT, A TRAIL LEADS UP RIDGE TO STATION.  THE STATION IS LOCATED
 EF1467'AT THE NORTHERN END OF RIDGE, 41 FEET NORTHEAST OF LONE 9 INCH
 EF1467'WALNUT.  REFERENCE MARK NO. 1 IS EAST OF STATION AT THE EASTERN EDGE
 EF1467'OF SUMMIT AND ABOUT THE SAME ELEVATION AS THE STATION.  REFERENCE
 EF1467'MARK NO. 2 IS SOUTH OF STATION ALONG TOP OF RIDGE AND ABOUT THE SAME
 EF1467'ELEVATION.  AZIMUTH MARK IS ABOUT 1.0 MILE SOUTH-SOUTHEAST OF STATION
 EF1467'IN THE NORTHEAST CORNER OF HERBERT RABYS FRONT YARD, ABOUT 20 FEET
 EF1467'SOUTH OF CENTERLINE OF NIG DAVIS ROAD.
 EF1467'
 EF1467'DISTANCE BETWEEN REFERENCE MARKS IS 72.4 FEET.
 EF1467'
 EF1467'A 30 FOOT TOWER WILL CLEAR ALL LINES.
 EF1467'
 EF1467'SURFACE, UNDERGROUND, AZIMUTHS MARKS AND REFERENCE MARK NO. 2 ARE
 EF1467'STANDARD BRONZE DISKS SET IN CONCRETE.
 EF1467'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN
 EF1467'CONCRETE IN A DEPRESSION IN A BOULDER.
 EF1467
 EF1467                          STATION RECOVERY (1967)
 EF1467
 EF1467'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1967 (MLB)
 EF1467'AREA ON TOP OF MOUNTAIN HAS BEEN GRADED OFF FOR TOWER.  STATION NOT
 EF1467'FOUND.
 EF1467
 EF1467                          STATION RECOVERY (1971)
 EF1467
 EF1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 EF1467'THE SURFACE STATION MARK MONUMENT WAS FOUND LAYING ON ITS SIDE.  THE
 EF1467'UNDERGROUND STATION MARK WAS RECOVERED AND FOUND IN APPARENT GOOD
 EF1467'CONDITION.  THE CONCRETE MONUMENT FOR REFERENCE MARK NO. 2 WAS
 EF1467'FOUND BADLY CHIPPED, BUT WITH THE DISK STILL FIRMLY EMBEDDED IN THE
 EF1467'MONUMENT AND APPARENTLY FIRM IN THE GROUND.  THE DRILL HOLE IN ROCK
 EF1467'WITH SOME EVIDENCE OF THE CEMENT STILL VISIBLE WAS FOUND WITH THE
 EF1467'DISK REMOVED FROM REFERENCE MARK NO. 1.  THE AZIMUTH MARK WAS NOT
 EF1467'RECOVERED AND IS BELIEVED DESTROYED BY GRADING ALONG NICK DAVIS
 EF1467'ROAD.  A NEW REFERENCE MARK NO. 3 WAS ESTABLISHED IN THE CONCRETE
 EF1467'BASE FOR A NEARBY MICROWAVE RELAY MAST AND MARKS THE CENTER OF THE
 EF1467'MAST.  THE CENTER POINT OF THE DRILL HOLE FOR REFERENCE MARK NO. 1
 EF1467'WAS HELD, THE DRILL HOLE CLEANED OUT AND A NEW DISK CEMENTED INTO
 EF1467'THE ORIGINAL HOLE.  THE STATION WAS THEN OCCUPIED AND THE
 EF1467'HORIZONTAL ANGLES OBSERVED BETWEEN REFERENCE MARK NO. 1 1934 1971
 EF1467'AND THE OTHER REFERENCE MARKS.  IN CHECKING THE HORIZONTAL MEASURED
 EF1467'DISTANCE BETWEEN THE UNDERGROUND STATION MARK AND THE DRILL HOLE FOR
 EF1467'REFERENCE MARK NO. 1 A DISCREPANCY OF - 0.09 OF A FOOT WAS NOTED,
 EF1467'AND IN CHECKING THE DISTANCE TO REFERENCE MARK NO. 2 A DISCREPANCY
 EF1467'OF PLUS 0.89 OF A FOOT WAS NOTED.  IN CHECKING THE HORIZONTAL
 EF1467'ANGLE BETWEEN THE DRILL HOLE FOR REFERENCE MARK NO. 1 AND REFERENCE
 EF1467'MARK NO. 2 A DISCREPANCY OF PLUS 32 MIN 22.0 SEC WAS NOTED.  A FIRM
 EF1467'PLUMBING BENCH WAS THEN ERECTED OVER THE UNDERGROUND STATION MARK
 EF1467'AND THE POINT HELD, AFTER WHICH, THE ORIGINAL SURFACE MARK
 EF1467'MONUMENT WAS RESET AND PLUMBED UNDER THE POINT HELD AND CEMENTED
 EF1467'AROUND, AND SHOULD MARK THE EXACT, HORIZONTAL POSITION AS DID THE
 EF1467'UNDERGROUND STATION MARK.
 EF1467'
 EF1467'FOLLOWING IS A NEW AND COMPLETE DESCRIPTION.
 EF1467'
 EF1467'THE STATION IS LOCATED ON TOP OF CAPSHAW MOUNTAIN, A PROMINENT
 EF1467'TIMBERED MOUNTAIN ABOUT 13 MILES NORTHWEST OF HUNTSVILLE, AND IS ON
 EF1467'THE PROPERTY OF THE KELLY ESTATE.
 EF1467'
 EF1467'TO REACH THE STATION FROM THE ALABAMA SPACE AND ROCKET CENTER IN
 EF1467'HUNTSVILLE, GO WESTERLY ON STATE ROUTES 20 AND 72ALT. FOR 6.15 MILES
 EF1467'TO WALL-TRIANA HIGHWAY.  HERE TURN RIGHT AND GO NORTHERLY ON THE
 EF1467'WALL-TRIANA HIGHWAY FOR 1.1 MILES TO THE RAILROAD CROSSING AT THE
 EF1467'INTERSECTION OF MAIN STREET AND SULLIVAN STREET (THIS IS
 EF1467'WALL-TRIANA HIGHWAY), WEST OF MADISON.  HERE CONTINUE NORTHERLY ON
 EF1467'THE WALL-TRIANA HIGHWAY FOR 4.05 MILES TO THE JUNCTION OF U.S.
 EF1467'HIGHWAY 72, PASS OVER U.S. HIGHWAY 72 AND CONTINUE NORTHERLY ON
 EF1467'THE WALL-TRIANA HIGHWAY FOR 3.85 MILES TO NICK DAVIS ROAD.  PASS
 EF1467'OVER NICK DAVIS ROAD AND CONTINUE NORTHERLY ON THE WALL-TRIANA
 EF1467'HIGHWAY FOR 1.0 MILE TO THE ROBERT AVERY MAIL BOX AND DRIVEWAY ON
 EF1467'THE RIGHT.  HERE TURN RIGHT, PASSING THROUGH A LOCKED GATE (KEY WITH
 EF1467'MR. AVERY) AND GO EAST AND SOUTHEASTERLY, UPHILL, ON WINDING
 EF1467'ROAD FOR 0.8 OF A MILE TO A TRACK ROAD ON THE LEFT AND THE AVERY
 EF1467'HOME ON THE RIGHT.  HERE BEAR LEFT ON THIS TRACK ROAD AND GO
 EF1467'SOUTHEASTERLY FOR 0.15 OF A MILE TO A MICRO-WAVE CABLE TV MAST ON
 EF1467'THE LEFT, CONTINUE 0.1 OF A MILE TO ANOTHER MICRO-WAVE MAST ON THE
 EF1467'RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 EF1467'
 EF1467'THE STATION IS 96 FEET NORTHEAST OF AN 18-INCH HICKORY TREE, 47 FEET
 EF1467'EAST OF A GUYED TELEPHONE POLE, 41 FEET EAST-NORTHEAST OF THE
 EF1467'NORTHEAST OF A FENCED ENCLOSURE AROUND THE MICRO-WAVE MAST, 17 FEET
 EF1467'EAST OF THE APPROXIMATE CENTER OF A WOODS ROAD, AND 0.7 OF A FOOT
 EF1467'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 EF1467'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 EF1467'PROJECTS 3 INCHES AND THE DISK IS STAMPED CAPSHAW 3 1934 1971.
 EF1467'
 EF1467'REFERENCE MARK NO. 1 IS 62 FEET EAST-SOUTHEAST OF THE NORTHEAST
 EF1467'CORNER OF THE FENCED ENCLOSURE AROUND THE MICRO-WAVE MAST, 47 FEET
 EF1467'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE WOODS ROAD, AND
 EF1467'1.2 FEET WEST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 EF1467'DISK CEMENTED IN A DRILL HOLE IN A SANDSTONE BOULDER AND THE DISK IS
 EF1467'STAMPED CAPSHAW 3 NO 1 1934 1971.
 EF1467'
 EF1467'REFERENCE MARK NO. 2 IS 42 FEET NORTHEAST OF THE 18-INCH HICKORY
 EF1467'TREE, 19 FEET NORTHWEST OF THE APPROXIMATE CENTER OF THE WOODS ROAD,
 EF1467'15 FEET SOUTHWEST OF THE NORTHEAST CORNER OF THE FENCED ENCLOSURE
 EF1467'AROUND THE MICRO-WAVE MAST, 14.5 FEET NORTHEAST OF THE SOUTHEAST
 EF1467'CORNER OF THE FENCED ENCLOSURE, 1.0 FOOT NORTH OF A METAL WITNESS
 EF1467'POST AND SIGN, AND 0.7 OF A FOOT SOUTHEAST OF THE FENCE.  IT IS A
 EF1467'STANDARD DISK SET IN THE TOP OF A 12-INCH, SQUARE, FLUSH, CONCRETE
 EF1467'MONUMENT AND THE DISK IS STAMPED CAPSHAW 3 NO. 2 1934.
 EF1467'
 EF1467'REFERENCE MARK NO. 3 IS 27 FEET WEST-NORTHWEST OF THE NORTHEAST
 EF1467'CORNER OF THE FENCED ENCLOSURE AROUND THE MICRO-WAVE MAST, 12 FEET
 EF1467'EAST-SOUTHEAST OF THE NORTHWEST CORNER OF THE FENCED ENCLOSURE,
 EF1467'8 FEET NORTH OF THE NORTH WALL OF THE CONTROL SHACK, AND 5 FEET
 EF1467'SOUTH OF THE NORTH FENCE OF THE ENCLOSURE.  IT IS A STANDARD DISK
 EF1467'CEMENTED IN A DRILL HOLE IN THE CONCRETE BASE OF, AND MARKING THE
 EF1467'CENTER OF, THE MICRO-WAVE MAST AND THE DISK IS STAMPED CAPSHAW 3
 EF1467'1934 NO 3 1971.
 EF1467'
 EF1467'IT WAS NOT POSSIBLE TO MEASURE BETWEEN ANY OF THE REFERENCE MARKS.
 EF1467
 EF1467                          STATION RECOVERY (1971)
 EF1467
 EF1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 EF1467'RECOVERED IN GOOD CONDITION.
 EF1467
 EF1467                          STATION RECOVERY (1987)
 EF1467
 EF1467'RECOVERED 1987
 EF1467'THE STATION IS LOCATED ON TOP OF CAPSHAW MOUNTAIN, A PROMINENT
 EF1467'TIMBERED MOUNTAIN ABOUT 13 MILES NORTHWEST OF HUNTSVILLE, AND IS ON
 EF1467'THE PROPERTY OF THE KELLY ESTATE.
 EF1467'TO REACH THE STATION FROM THE ALABAMA SPACE AND ROCKET CENTER IN
 EF1467'HUNTSVILLE, GO WESTERLY ON STATE ROUTES 20 AND 72ALT. FOR 6.15 MILES
 EF1467'TO WALL-TRIANA HIGHWAY.  HERE TURN RIGHT AND GO NORTHERLY ON THE
 EF1467'WALL-TRIANA HIGHWAY FOR 1.1 MILES TO THE RAILROAD CROSSING AT THE
 EF1467'INTERSECTION OF MAIN STREET AND SULLIVAN STREET (THIS IS
 EF1467'WALL-TRIANA HIGHWAY), WEST OF MADISON.  HERE CONTINUE NORTHERLY ON
 EF1467'THE WALL-TRIANA HIGHWAY FOR 4.05 MILES TO THE JUNCTION OF U.S.
 EF1467'HIGHWAY 72, PASS OVER U.S. HIGHWAY 72 AND CONTINUE NORTHERLY ON
 EF1467'THE WALL-TRIANA HIGHWAY FOR 3.85 MILES TO NICK DAVIS ROAD.  PASS
 EF1467'OVER NICK DAVIS ROAD AND CONTINUE NORTHERLY ON THE WALL-TRIANA
 EF1467'HIGHWAY FOR 1.0 MILE TO THE ROBERT AVERY MAIL BOX AND DRIVEWAY ON
 EF1467'THE RIGHT.  HERE TURN RIGHT, PASSING THROUGH A LOCKED GATE (KEY WITH
 EF1467'MR. AVERY) AND GO EAST AND SOUTHEASTERLY, UPHILL, ON WINDING
 EF1467'ROAD FOR 0.8 OF A MILE TO A TRACK ROAD ON THE LEFT AND THE AVERY
 EF1467'HOME ON THE RIGHT.  HERE BEAR LEFT ON THIS TRACK ROAD AND GO
 EF1467'SOUTHEASTERLY FOR 0.15 OF A MILE TO A MICRO-WAVE CABLE TV MAST ON
 EF1467'THE LEFT, CONTINUE 0.1 OF A MILE TO ANOTHER MICRO-WAVE MAST ON THE
 EF1467'RIGHT AND THE STATION ON THE LEFT AS DESCRIBED.
 EF1467'THE STATION IS 96 FEET NORTHEAST OF AN 18-INCH HICKORY TREE, 47 FEET
 EF1467'EAST OF A GUYED TELEPHONE POLE, 41 FEET EAST-NORTHEAST OF THE
 EF1467'NORTHEAST OF A FENCED ENCLOSURE AROUND THE MICRO-WAVE MAST, 17 FEET
 EF1467'EAST OF THE APPROXIMATE CENTER OF A WOODS ROAD, AND 0.7 OF A FOOT
 EF1467'SOUTHEAST OF A METAL WITNESS POST AND SIGN.  IT IS A STANDARD
 EF1467'DISK SET IN THE TOP OF A 12-INCH, ROUND, CONCRETE MONUMENT THAT
 EF1467'PROJECTS 3 INCHES AND THE DISK IS STAMPED CAPSHAW 3 1934 1971.
 EF1467
 EF1467                          STATION RECOVERY (1990)
 EF1467
 EF1467'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1467'THE STATION IS LOCATED IN MADISON COUNTY ON PRIVATE PROPERTY, ABOUT
 EF1467'13.52 KM (8.40 MI) NORTH - NORTHEAST OF MADISON AND ABOUT 16.82 KM
 EF1467'(10.45 MI) NORTHWEST OF HUNTSVILLE.
 EF1467'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND WALL - TRIANA
 EF1467'HIGHWAY AT A TRAFFIC LIGHT, MILE POST 88.40 ON U. S. 72, DRIVE NORTH
 EF1467'ON WALL - TRIANA HIGHWAY 6.36 KM (3.95 MI) TO A PAVED CROSS ROAD WITH
 EF1467'NICK DAVIS ROAD LEFT AND RIGHT, TURN RIGHT ON NICK DAVIS ROAD AND
 EF1467'DRIVE EAST 1.45 KM (0.90 MI) TO HUNTINGTON RIDGE ROAD ON THE LEFT,
 EF1467'TURN LEFT ON HUNTINGTON RIDGE ROAD AND DRIVE NORTHERLY 1.13 KM
 EF1467'(0.70 MI) TO A T INTERSECTION WITH WILSON HALL DRIVE LEFT AND RIGHT,
 EF1467'TURN LEFT ON WILSON HALL DRIVE AND DRIVE NORTHWESTERLY 0.08 KM
 EF1467'(0.05 MI) TO A GRAVEL ROAD TO THE LEFT, TURN LEFT AND FOLLOW THE
 EF1467'GRAVEL ROAD AROUND AND UP THE MOUNTAIN 1.05 KM (0.65 MI) TO THE FIRST
 EF1467'TOWER OWNED BY SHARP COMMUNICATIONS, CONTINUE ON THE GRAVEL ROAD 0.16
 EF1467'KM (0.10 MI) TO THE SECOND TOWER ON THE RIGHT AND THE STATION ON THE
 EF1467'LEFT.
 EF1467'THE STATION IS 5.49 M (18.01 FT) EAST - NORTHEAST OF THE CENTER OF THE
 EF1467'GRAVEL ROAD, 8.53 M (27.99 FT) EAST - SOUTHEAST OF THE NORTHEAST
 EF1467'CORNER OF THE SIX FOOT CHAIN LINK FENCE AROUND THE SECOND RADIO
 EF1467'TOWER, 12.19 M (39.99 FT) NORTHEAST OF THE NORTHEAST ENTRANCE GATE
 EF1467'POST, 28.86 M (94.68 FT) WEST OF THE NORTHWEST CORNER OF A CHAIN LINK
 EF1467'FENCE AROUNT A GUY WIRE ANCHOR, 0.67 M (2.20 FT) SOUTHWEST OF A METAL
 EF1467'WITNESS POST AND SIGN, AND PROJECTS SIX INCHES ABOVE THE GROUND.
 EF1467'STATION 45 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1467
 EF1467                          STATION RECOVERY (1991)
 EF1467
 EF1467'RECOVERED 1991
 EF1467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2642 ***********************************************************************
 DH2642  DESIGNATION -  CARBON HILL MUN TANK
 DH2642  PID         -  DH2642
 DH2642  STATE/COUNTY-  AL/WALKER
 DH2642  USGS QUAD   -  CARBON HILL (1983)
 DH2642
 DH2642                         *CURRENT SURVEY CONTROL
 DH2642  ___________________________________________________________________
 DH2642* NAD 83(1992)-  33 53 33.00672(N)    087 31 20.18916(W)     ADJUSTED  
 DH2642* NAVD 88     -                                                        
 DH2642  ___________________________________________________________________
 DH2642  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 DH2642  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 DH2642
 DH2642  HORZ ORDER  -  THIRD
 DH2642
 DH2642.The horizontal coordinates were established by classical geodetic methods
 DH2642.and adjusted by the National Geodetic Survey in December 1992..
 DH2642
 DH2642
 DH2642.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2642
 DH2642.The geoid height was determined by GEOID03.
 DH2642
 DH2642;                    North         East     Units Scale Factor Converg.
 DH2642;SPC AL W     -   431,595.647   597,939.699   MT  0.99993339   -0 00 44.7
 DH2642;UTM  16      - 3,750,359.640   451,708.132   MT  0.99962875   -0 17 28.5
 DH2642
 DH2642                          SUPERSEDED SURVEY CONTROL
 DH2642
 DH2642  NAD 83(1986)-  33 53 33.01410(N)    087 31 20.18415(W) AD(       ) 4
 DH2642  NAD 27      -  33 53 32.62000(N)    087 31 20.13000(W) AD(       ) 3
 DH2642
 DH2642.Superseded values are not recommended for survey control.
 DH2642.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2642.See file dsdata.txt to determine how the superseded data were derived.
 DH2642
 DH2642_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5170850360(NAD 83)
 DH2642_MARKER: 51 = TANK
 DH2642
 DH2642  HISTORY     - Date     Condition        Report By
 DH2642  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2642
 DH2642                          STATION DESCRIPTION
 DH2642
 DH2642'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2279 ***********************************************************************
 EE2279  DESIGNATION -  CARR
 EE2279  PID         -  EE2279
 EE2279  STATE/COUNTY-  AL/JACKSON
 EE2279  USGS QUAD   -  EUREKA (1974)
 EE2279
 EE2279                         *CURRENT SURVEY CONTROL
 EE2279  ___________________________________________________________________
 EE2279* NAD 83(1992)-  34 53 19.83100(N)    085 53 12.60830(W)     ADJUSTED  
 EE2279* NAVD 88     -       491.     (meters)    1611.     (feet)  SCALED    
 EE2279  ___________________________________________________________________
 EE2279  LAPLACE CORR-          -1.69  (seconds)                    DEFLEC99
 EE2279  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE2279
 EE2279  HORZ ORDER  -  SECOND
 EE2279
 EE2279.The horizontal coordinates were established by classical geodetic methods
 EE2279.and adjusted by the National Geodetic Survey in September 1997..
 EE2279
 EE2279.The orthometric height was scaled from a topographic map.
 EE2279
 EE2279.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2279
 EE2279.The geoid height was determined by GEOID03.
 EE2279
 EE2279;                    North         East     Units Scale Factor Converg.
 EE2279;SPC AL E     -   486,701.181   195,109.472   MT  0.99996029   -0 01 50.2
 EE2279;SPC TN       -    61,641.444   610,345.378   MT  1.00008335   +0 03 58.5
 EE2279;SPC TN       -   202,235.30  2,002,441.46   sFT  1.00008335   +0 03 58.5
 EE2279;UTM  16      - 3,861,281.395   601,717.497   MT  0.99972752   +0 38 12.4
 EE2279
 EE2279!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2279!SPC AL E     -   0.99992746  x   0.99996029  =   0.99988775
 EE2279!SPC TN       -   0.99992746  x   1.00008335  =   1.00001080
 EE2279!UTM  16      -   0.99992746  x   0.99972752  =   0.99965500
 EE2279
 EE2279:                Primary Azimuth Mark                     Grid Az
 EE2279:SPC AL E     -  FABIUS                                   118 33 53.4
 EE2279:SPC TN       -  FABIUS                                   118 28 04.7
 EE2279:UTM  16      -  FABIUS                                   117 53 50.8
 EE2279
 EE2279|---------------------------------------------------------------------|
 EE2279| PID    Reference Object                     Distance      Geod. Az  |
 EE2279|                                                           dddmmss.s |
 EE2279| EE2277 FABIUS                              APPROX.13.6 KM 1183203.2 |
 EE2279| CG5037 CARR RM 1                            16.039 METERS 21753     |
 EE2279| CG5038 CARR RM 2                            19.355 METERS 32829     |
 EE2279| CG5036 CARR AZ MK                                         3504740.0 |
 EE2279|---------------------------------------------------------------------|
 EE2279
 EE2279                          SUPERSEDED SURVEY CONTROL
 EE2279
 EE2279  NAD 83(1992)-  34 53 19.83089(N)    085 53 12.60855(W) AD(       ) 2
 EE2279  NAD 83(1986)-  34 53 19.83380(N)    085 53 12.60774(W) AD(       ) 2
 EE2279  NAD 27      -  34 53 19.54600(N)    085 53 12.68100(W) AD(       ) 2
 EE2279
 EE2279.Superseded values are not recommended for survey control.
 EE2279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2279.See file dsdata.txt to determine how the superseded data were derived.
 EE2279
 EE2279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD0171761281(NAD 83)
 EE2279_MARKER: DS = TRIANGULATION STATION DISK
 EE2279_SETTING: 80 = SET IN A BOULDER
 EE2279_SP_SET: IN DRILL HOLE IN ROCK OUTCROP
 EE2279
 EE2279  HISTORY     - Date     Condition        Report By
 EE2279  HISTORY     - 1934     MONUMENTED       CGS
 EE2279
 EE2279                          STATION DESCRIPTION
 EE2279
 EE2279'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EE2279'ABOUT 3 MILES WEST-NORTHWEST OF STEVENSON, AT EAST END OF FLAT-TOPPED
 EE2279'MOUNTAIN, BETWEEN BIG CROW AND BIG COON CREEKS, ON PROPERTY OF
 EE2279'LUTHER GAMBLE, 23.6 FEET SOUTH OF 24-INCH CHESTNUT-OAK TREE, AND 7.5
 EE2279'FEET EAST OF 10-INCH CHESTNUT TREE.  TO REACH FROM POST OFFICE IN
 EE2279'STEVENSON, FOLLOW MAIN STREET SOUTHWEST 0.3 MILE TO
 EE2279'RAILROAD CROSSING, KEEP TO LEFT AND FOLLOW MAIN GRAVEL ROAD 1.1 MILES
 EE2279'TO POINT WHERE MAIN ROAD TURNS RIGHT ACROSS RAILROAD, CONTINUE
 EE2279'STRAIGHT AHEAD ON DIRT ROAD 2.3 MILES TO LANE AT COFFEYS STORE ON
 EE2279'LEFT, FOLLOW LANE TO RIGHT 0.4 MILE TO BRICK HOME OF W.D. ROREX AND
 EE2279'END OF TRUCK TRAVEL, GO EAST ON LANE TO OLD SAWMILL SITE AND
 EE2279'TRIANGLE-BLAZED TREE, FOLLOW OLD WAGON ROAD ABOUT 1 MILE UP HILL
 EE2279'TO LEFT TO SPRING ON RIGHT, TURN RIGHT UP MOUNTAIN ABOUT 25 YARDS
 EE2279'BEYOND SPRING AND GO 1/4 MILE TO STATION SITE. SURFACE MARK IS
 EE2279'STANDARD STATION DISK IN BURIED STONE ABOUT 7 BY 7 INCHES SQUARE.
 EE2279'REFERENCE MARKS ARE STANDARD REFERENCE DISKS IN BURIED STONES FLUSH
 EE2279'WITH GROUND.  NO. 1 IS AT SAME ELEVATION AS AND 52.62 FEET FROM
 EE2279'STATION S 37 DEG 53 MIN W.  NO. 2 IS ON LINE WITH 24-INCH
 EE2279'DEAD OAK TREE AND AT SAME ELEVATION AS AND 63.50 FEET FROM
 EE2279'STATION N 31 DEG 31 MIN W.  AZIMUTH MARK IS STANDARD
 EE2279'REFERENCE DISK IN SOUTHERN EXTREMITY OF ROCK LEDGE, FLUSH WITH
 EE2279'SURFACE OF GROUND, 8 FEET WEST OF 12-INCH WATER-OAK TREE, 7
 EE2279'FEET SOUTHEAST OF 18-INCH CHESTNUT-OAK TREE, AND 200 YARDS FROM
 EE2279'STATION N 9 DEG 12 MIN W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2578 ***********************************************************************
 DH2578  DESIGNATION -  CARROLLS
 DH2578  PID         -  DH2578
 DH2578  STATE/COUNTY-  AL/TUSCALOOSA
 DH2578  USGS QUAD   -  LAKE TUSCALOOSA SOUTH (1982)
 DH2578
 DH2578                         *CURRENT SURVEY CONTROL
 DH2578  ___________________________________________________________________
 DH2578* NAD 83(1992)-  33 19 17.62151(N)    087 36 28.88639(W)     ADJUSTED  
 DH2578* NAVD 88     -       122.     (meters)     400.     (feet)  SCALED    
 DH2578  ___________________________________________________________________
 DH2578  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 DH2578  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DH2578
 DH2578  HORZ ORDER  -  THIRD
 DH2578
 DH2578.The horizontal coordinates were established by classical geodetic methods
 DH2578.and adjusted by the National Geodetic Survey in December 1992..
 DH2578
 DH2578.The orthometric height was scaled from a topographic map.
 DH2578
 DH2578.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2578
 DH2578.The geoid height was determined by GEOID03.
 DH2578
 DH2578;                    North         East     Units Scale Factor Converg.
 DH2578;SPC AL W     -   368,278.829   589,942.257   MT  0.99993458   -0 03 33.6
 DH2578;UTM  16      - 3,687,101.166   443,407.439   MT  0.99963949   -0 20 02.5
 DH2578
 DH2578!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2578!SPC AL W     -   0.99998535  x   0.99993458  =   0.99991993
 DH2578!UTM  16      -   0.99998535  x   0.99963949  =   0.99962485
 DH2578
 DH2578|---------------------------------------------------------------------|
 DH2578| PID    Reference Object                     Distance      Geod. Az  |
 DH2578|                                                           dddmmss.s |
 DH2578| CG1288 CARROLLS RM 1                        27.840 METERS 10611     |
 DH2578| CG1287 CARROLLS AZ MK                                     1611405.1 |
 DH2578| CG1289 CARROLLS RM 2                        27.880 METERS 33258     |
 DH2578|---------------------------------------------------------------------|
 DH2578
 DH2578                          SUPERSEDED SURVEY CONTROL
 DH2578
 DH2578  NAD 83(1986)-  33 19 17.62694(N)    087 36 28.88804(W) AD(       ) 3
 DH2578  NAD 27      -  33 19 17.20800(N)    087 36 28.85900(W) AD(       ) 3
 DH2578
 DH2578.Superseded values are not recommended for survey control.
 DH2578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2578.See file dsdata.txt to determine how the superseded data were derived.
 DH2578
 DH2578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4340787101(NAD 83)
 DH2578_MARKER: DS = TRIANGULATION STATION DISK
 DH2578_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2578
 DH2578  HISTORY     - Date     Condition        Report By
 DH2578  HISTORY     - 1955     MONUMENTED       CGS
 DH2578
 DH2578                          STATION DESCRIPTION
 DH2578
 DH2578'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DH2578'STATION IS LOCATED ALONG THE NORTHEAST SIDE OF U.S. HIGHWAY 43
 DH2578'ABOUT 8-1/2 MILES NORTHWEST TUSCALOOSA AND ABOUT 7-1/2 MILES
 DH2578'NORTHWEST OF NORTHPORT.  IT IS 104 FEET SOUTHEAST OF A 20 INCH PINE
 DH2578'TREE, 56 NORTHEAST OF THE CENTER OF THE HIGHWAY AND 4 FEET
 DH2578'SOUTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 DH2578'DISK IS STAMPED CARROLLS 1955.
 DH2578'
 DH2578'REFERENCE MARK NO. 1 IS 34 FEET NORTHEAST OF A 12 INCH PINE TREE.
 DH2578'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CARROLLS
 DH2578'NO 1 1955.
 DH2578'
 DH2578'REFERENCE MARK NO. 2 IS 51 FEET NORTHEAST OF THE CENTER OF THE
 DH2578'HIGHWAY AND 15 FEET SOUTHWEST OF THE 20 INCH PINE TREE.  THE MARK
 DH2578'PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED CARROLLS NO 2 1955.
 DH2578'
 DH2578'AZIMUTH MARK IS 54 FEET SOUTHWEST OF THE CENTER OF HIGHWAY 43 AND
 DH2578'2 FEET NORTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 DH2578'THE DISK IS STAMPED CARROLLS 1955.
 DH2578'
 DH2578'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 82 AND 43
 DH2578'IN NORTHPORT, GO NORTHWEST AND NORTH ON HIGHWAY 43 FOR 7.6 MILES TO
 DH2578'THE AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE NORTHWEST ON
 DH2578'THE HIGHWAY FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DH2578'
 DH2578'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1825 ***********************************************************************
 DJ1825  DESIGNATION -  CARROLLTON LOOKOUT TOWER
 DJ1825  PID         -  DJ1825
 DJ1825  STATE/COUNTY-  AL/PICKENS
 DJ1825  USGS QUAD   -  CARROLLTON (1985)
 DJ1825
 DJ1825                         *CURRENT SURVEY CONTROL
 DJ1825  ___________________________________________________________________
 DJ1825* NAD 83(1992)-  33 16 20.93293(N)    088 07 06.44451(W)     ADJUSTED  
 DJ1825* NAVD 88     -                                                        
 DJ1825  ___________________________________________________________________
 DJ1825  LAPLACE CORR-          -0.93  (seconds)                    DEFLEC99
 DJ1825  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DJ1825
 DJ1825  HORZ ORDER  -  THIRD
 DJ1825
 DJ1825.The horizontal coordinates were established by classical geodetic methods
 DJ1825.and adjusted by the National Geodetic Survey in December 1992..
 DJ1825
 DJ1825
 DJ1825.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1825
 DJ1825.The geoid height was determined by GEOID03.
 DJ1825
 DJ1825;                    North         East     Units Scale Factor Converg.
 DJ1825;SPC AL W     -   363,001.113   542,384.926   MT  0.99997425   -0 20 21.5
 DJ1825;UTM  16      - 3,682,052.720   395,838.109   MT  0.99973377   -0 36 49.2
 DJ1825
 DJ1825                          SUPERSEDED SURVEY CONTROL
 DJ1825
 DJ1825  NAD 83(1986)-  33 16 20.93891(N)    088 07 06.44528(W) AD(       ) 4
 DJ1825  NAD 27      -  33 16 20.50400(N)    088 07 06.34300(W) AD(       ) 3
 DJ1825
 DJ1825.Superseded values are not recommended for survey control.
 DJ1825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1825.See file dsdata.txt to determine how the superseded data were derived.
 DJ1825
 DJ1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9583882053(NAD 83)
 DJ1825_MARKER: 57 = LOOKOUT TOWER
 DJ1825
 DJ1825  HISTORY     - Date     Condition        Report By
 DJ1825  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1825
 DJ1825                          STATION DESCRIPTION
 DJ1825
 DJ1825'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1825'STATION IS THE CENTER OF THE TOP OF THE STATE FOREST LOOKOUT
 DJ1825'TOWER LOCATED ALONG THE NORTH SIDE OF STATE HIGHWAY 70, ABOUT 1.5
 DJ1825'MILES WEST OF CARROLLTON.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 DJ1825'ABOUT 100 FEET HIGH WITH AN ENCLOSED OBSERVATION PLATFORM AT THE
 DJ1825'TOP.
 DJ1825'
 DJ1825'TO REACH THE STATION FROM THE COURTHOUSE, IN CARROLLTON, GO WEST
 DJ1825'ON STATE HIGHWAY 70 FOR 1.5 MILES TO A GRAVEL DRIVEWAY RIGHT AND
 DJ1825'THE TOWER ON THE RIGHT ABOUT 0.05 MILE NORTH OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1826 ***********************************************************************
 DJ1826  DESIGNATION -  CARROLLTON MUNICIPAL TANK
 DJ1826  PID         -  DJ1826
 DJ1826  STATE/COUNTY-  AL/PICKENS
 DJ1826  USGS QUAD   -  CARROLLTON (1985)
 DJ1826
 DJ1826                         *CURRENT SURVEY CONTROL
 DJ1826  ___________________________________________________________________
 DJ1826* NAD 83(1992)-  33 15 56.20042(N)    088 05 47.50580(W)     ADJUSTED  
 DJ1826* NAVD 88     -                                                        
 DJ1826  ___________________________________________________________________
 DJ1826  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DJ1826  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DJ1826
 DJ1826  HORZ ORDER  -  THIRD
 DJ1826
 DJ1826.The horizontal coordinates were established by classical geodetic methods
 DJ1826.and adjusted by the National Geodetic Survey in December 1992..
 DJ1826
 DJ1826
 DJ1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1826
 DJ1826.The geoid height was determined by GEOID03.
 DJ1826
 DJ1826;                    North         East     Units Scale Factor Converg.
 DJ1826;SPC AL W     -   362,227.302   544,423.350   MT  0.99997140   -0 19 38.0
 DJ1826;UTM  16      - 3,681,269.347   397,872.313   MT  0.99972859   -0 36 05.5
 DJ1826
 DJ1826                          SUPERSEDED SURVEY CONTROL
 DJ1826
 DJ1826  NAD 83(1986)-  33 15 56.20767(N)    088 05 47.50774(W) AD(       ) 4
 DJ1826  NAD 27      -  33 15 55.78400(N)    088 05 47.42000(W) AD(       ) 3
 DJ1826
 DJ1826.Superseded values are not recommended for survey control.
 DJ1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1826.See file dsdata.txt to determine how the superseded data were derived.
 DJ1826
 DJ1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9787281269(NAD 83)
 DJ1826_MARKER: 53 = ELEVATED TANK
 DJ1826
 DJ1826  HISTORY     - Date     Condition        Report By
 DJ1826  HISTORY     - 1955     FIRST OBSERVED   CGS
 DJ1826
 DJ1826                          STATION DESCRIPTION
 DJ1826
 DJ1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1826'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE
 DJ1826'MUNICIPAL WATER TANK, LOCATED ON THE WEST SIDE OF A PAVED STREET,
 DJ1826'0.2 MILE NORTH OF THE COURTHOUSE IN CARROLLTON.  IT IS A STEEL TANK
 DJ1826'WITH AN OVAL TOP AND BOTTOM AND SHORT VERTICAL SIDES, ATOP A 4
 DJ1826'LEGGED STEEL STRUCTURE.  THE ENTIRE STRUCTURE IS PAINTED SILVER AND
 DJ1826'IS ABOUT 125 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1470 ***********************************************************************
 DJ1470  DESIGNATION -  CARROLLTON RESET
 DJ1470  PID         -  DJ1470
 DJ1470  STATE/COUNTY-  AL/PICKENS
 DJ1470  USGS QUAD   -  NORTH CARROLLTON (1983)
 DJ1470
 DJ1470                         *CURRENT SURVEY CONTROL
 DJ1470  ___________________________________________________________________
 DJ1470* NAD 83(1992)-  33 16 23.51056(N)    088 05 40.07947(W)     ADJUSTED  
 DJ1470* NAVD 88     -        81.44   (meters)     267.2    (feet)  RESET     
 DJ1470  ___________________________________________________________________
 DJ1470  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DJ1470  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DJ1470
 DJ1470  HORZ ORDER  -  THIRD
 DJ1470  VERT ORDER  -  THIRD
 DJ1470
 DJ1470.The horizontal coordinates were established by classical geodetic methods
 DJ1470.and adjusted by the National Geodetic Survey in December 1992..
 DJ1470
 DJ1470.The orthometric height was computed from unverified reset data.
 DJ1470.No vertical observational check was made to the station.
 DJ1470
 DJ1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1470
 DJ1470.The geoid height was determined by GEOID03.
 DJ1470
 DJ1470;                    North         East     Units Scale Factor Converg.
 DJ1470;SPC AL W     -   363,067.543   544,620.332   MT  0.99997113   -0 19 34.1
 DJ1470;UTM  16      - 3,682,108.431   398,073.267   MT  0.99972809   -0 36 01.8
 DJ1470
 DJ1470!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1470!SPC AL W     -   0.99999171  x   0.99997113  =   0.99996285
 DJ1470!UTM  16      -   0.99999171  x   0.99972809  =   0.99971981
 DJ1470
 DJ1470:                Primary Azimuth Mark                     Grid Az
 DJ1470:SPC AL W     -  CARROLLTON MUNICIPAL TANK                193 11 38.1
 DJ1470:UTM  16      -  CARROLLTON MUNICIPAL TANK                193 28 05.8
 DJ1470
 DJ1470|---------------------------------------------------------------------|
 DJ1470| PID    Reference Object                     Distance      Geod. Az  |
 DJ1470|                                                           dddmmss.s |
 DJ1470| DJ1826 CARROLLTON MUNICIPAL TANK           APPROX. 0.9 KM 1925204.0 |
 DJ1470| CG1290 CARROLLTON AZ MK                                   2120148.2 |
 DJ1470| DJ0383 G 217                                26.124 METERS 27131     |
 DJ1470| CG1291 CARROLLTON RM 1                      27.648 METERS 35426     |
 DJ1470|---------------------------------------------------------------------|
 DJ1470
 DJ1470                          SUPERSEDED SURVEY CONTROL
 DJ1470
 DJ1470  NAD 83(1986)-  33 16 23.51705(N)    088 05 40.08165(W) AD(       ) 3
 DJ1470  NGVD 29 (11/20/03)   81.39   (m)          267.0    (f) RESET       3  
 DJ1470
 DJ1470.Superseded values are not recommended for survey control.
 DJ1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1470.See file dsdata.txt to determine how the superseded data were derived.
 DJ1470
 DJ1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9807382108(NAD 83)
 DJ1470_MARKER: DS = TRIANGULATION STATION DISK
 DJ1470_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1470_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ1470_STAMPING: CARROLLTON 1955 1974
 DJ1470_MARK LOGO: NGS   
 DJ1470_PROJECTION: FLUSH
 DJ1470_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ1470+STABILITY: SURFACE MOTION
 DJ1470
 DJ1470  HISTORY     - Date     Condition        Report By
 DJ1470  HISTORY     - 1974     MONUMENTED       NGS
 DJ1470  HISTORY     - 1974     GOOD             NGS
 DJ1470  HISTORY     - 1978     GOOD             NGS
 DJ1470
 DJ1470                          STATION DESCRIPTION
 DJ1470
 DJ1470'DESCRIBED BY NATIONAL GEODETIC SURVEY 1974
 DJ1470'0.75 MI NORTH FROM CARROLLTON.
 DJ1470'0.05 MILE EAST ALONG STATE HIGHWAY 17 FROM THE EAST SIDE OF THE
 DJ1470'COURTHOUSE SQUARE IN CARROLLTON, TO A STOP LIGHT, THENCE 0.75
 DJ1470'MILE NORTH ALONG STATE HIGHWAY 17 TO THE AMERICAN LEGION HALL,
 DJ1470'IN THE FRONT YARD OF HALL, 126.5 FEET NORTHEAST OF THE SOUTHEAST
 DJ1470'CORNER OF THE LEGION HALL, 93.0 FEET EAST OF THE NORTHEAST CORNER
 DJ1470'OF HALL, 1.0 FOOT NORTH OF THE PROJECTED PLANE OF THE NORTH WALL
 DJ1470'OF HALL, 55.5 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 17,
 DJ1470'AND 49.6 FEET NORTH OF A POWER POLE.
 DJ1470
 DJ1470                          STATION RECOVERY (1974)
 DJ1470
 DJ1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 DJ1470'THE STATION WAS VISITED 9-11-74 AND RM NO 1, BM G-217, AND THE
 DJ1470'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION SURFACE
 DJ1470'MONUMENT WAS FOUND ON ITS SIDE ABOUT 1 FOOT BELOW THE GROUND.  A
 DJ1470'NEW STATION SURFACE MARK WAS ESTABLISHED OVER THE UNDERGROUND MARK
 DJ1470'AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DJ1470'
 DJ1470'THE STATION IS LOCATED 0.75 MILE NORTH OF CARROLLTON IN THE FRONT
 DJ1470'YARD OF THE AMERICAN LEGION HALL.
 DJ1470'
 DJ1470'TO REACH THE STATION FROM THE EAST SIDE OF THE COURTHOUSE SQUARE IN
 DJ1470'CARROLLTON, GO EAST ON STATE HIGHWAY 17 FOR 0.05 MILE TO A STOP
 DJ1470'LIGHT.  TURN LEFT AND GO NORTH ON STATE HIGHWAY 17 FOR 0.75 MILE
 DJ1470'TO THE AMERICAN LEGION HALL AND THE STATION IS ON THE LEFT.
 DJ1470'
 DJ1470'STATION IS 126.5 FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE LEGION
 DJ1470'HALL, 93 FEET EAST OF THE NORTHEAST CORNER OF THE HALL, 1 FOOT NORTH
 DJ1470'OF THE PROJECTED PLANE OF THE NORTH WALL OF THE HALL, 55.5 FEET
 DJ1470'WEST OF THE CENTERLINE OF STATE HIGHWAY 17, 49.6 FEET NORTH OF A
 DJ1470'POWER POLE.  IT IS A TRIANGULATION STATION DISK, SET IN THE TOP
 DJ1470'OF A ROUND CONCRETE POST 8 INCHES BELOW THE SURFACE OF THE GROUND
 DJ1470'AND THE DISK IS STAMPED CARROLLTON 1955 1974.
 DJ1470'
 DJ1470'RM NO 1 IS 67.5 FEET WEST OF THE CENTER OF THE HIGHWAY, 25 FEET
 DJ1470'NORTHWEST OF THE CENTER OF A DRIVEWAY, 120 FEET NORTHEAST OF THE
 DJ1470'NORTHEAST CORNER OF THE HALL AND 1 FOOT WEST OF A METAL WITNESS
 DJ1470'POST AND SIGN.  IT IS A REFERENCE MARK DISK STAMPED CARROLLTON NO 1
 DJ1470'1955 FLUSH WITH THE GROUND.
 DJ1470'
 DJ1470'BENCH MARK G-217 IS 7.5 FEET EAST OF THE NORTHEAST CORNER OF THE
 DJ1470'HALL, 1 FOOT SOUTH OF THE PROJECTED PLANE OF THE WEST WALL OF THE
 DJ1470'HALL, 26 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE PORCH AND
 DJ1470'1 FOOT NORTH OF A METAL WITNESS POST AND SIGN.  IT IS A BM DISK,
 DJ1470'STAMPED G-217 1946 PROJECTING 6 INCHES.
 DJ1470'
 DJ1470'THE DISTANCE BETWEEN REFERENCE MARK NO 1 AND BM G-217 IS 116.87
 DJ1470'FEET.
 DJ1470'
 DJ1470'THE AZIMUTH MARK IS 0.3 MILE SOUTH-SOUTHWEST OF THE STATION, 83
 DJ1470'FEET NORTH OF THE EAST END OF A CULVERT, 52 FEET NORTH-NORTHWEST OF
 DJ1470'A TELEPHONE POLE, 40 FEET NORTHEAST OF THE CENTER OF A PAVED ROAD
 DJ1470'AND ABOUT 8 FEET LOWER THAN THE ROAD SURFACE, 1 FOOT WEST OF
 DJ1470'A FENCELINE AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN.  IT
 DJ1470'IS AN AZIMUTH MARK DISK STAMPED CARROLLTON 1955 FLUSH WITH THE
 DJ1470'GROUND.
 DJ1470'
 DJ1470'TO REACH THE AZIMUTH MARK FROM STATION GO SOUTH ON STATE HIGHWAY 17
 DJ1470'FOR 0.55 MILE TO A SIDE STREET ON THE RIGHT.  TURN RIGHT AND GO 1
 DJ1470'BLOCK.  THEN TURN RIGHT AND GO NORTH ON A PAVED ROAD FOR 0.3 MILE
 DJ1470'TO THE MARK ON THE RIGHT ABOUT 8 FEET LOWER THAN THE ROAD.
 DJ1470'
 DJ1470'BM G-217 TO CARROLLTON 1955 1974 = -0.4840 METERS.
 DJ1470
 DJ1470                          STATION RECOVERY (1978)
 DJ1470
 DJ1470'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DJ1470'STATION WAS VISITED 12-20-78 AND ALL MARK WERE RECOVERED IN GOOD
 DJ1470'CONDITION.  THE 1974 DESCRIPTION BY C.L.N. IS ADEQUATE AND COMPLETE
 DJ1470'FOR RECOVERY AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1858 ***********************************************************************
 BU1858  DESIGNATION -  CARSON
 BU1858  PID         -  BU1858
 BU1858  STATE/COUNTY-  AL/COVINGTON
 BU1858  USGS QUAD   -  LOANGO (1986)
 BU1858
 BU1858                         *CURRENT SURVEY CONTROL
 BU1858  ___________________________________________________________________
 BU1858* NAD 83(1992)-  31 15 52.64749(N)    086 40 24.15462(W)     ADJUSTED  
 BU1858* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BU1858  ___________________________________________________________________
 BU1858  LAPLACE CORR-           1.43  (seconds)                    DEFLEC99
 BU1858  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BU1858
 BU1858  HORZ ORDER  -  SECOND
 BU1858
 BU1858.The horizontal coordinates were established by classical geodetic methods
 BU1858.and adjusted by the National Geodetic Survey in December 1992..
 BU1858
 BU1858.The orthometric height was scaled from a topographic map.
 BU1858
 BU1858.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1858
 BU1858.The geoid height was determined by GEOID03.
 BU1858
 BU1858;                    North         East     Units Scale Factor Converg.
 BU1858;SPC AL E     -    85,072.952   119,996.585   MT  1.00003892   -0 26 09.6
 BU1858;SPC AL W     -   140,485.675   678,723.263   MT  1.00000975   +0 25 44.5
 BU1858;UTM  16      - 3,458,975.555   531,095.120   MT  0.99961193   +0 10 10.3
 BU1858
 BU1858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1858!SPC AL E     -   0.99998871  x   1.00003892  =   1.00002763
 BU1858!SPC AL W     -   0.99998871  x   1.00000975  =   0.99999846
 BU1858!UTM  16      -   0.99998871  x   0.99961193  =   0.99960064
 BU1858
 BU1858:                Primary Azimuth Mark                     Grid Az
 BU1858:SPC AL E     -  CARSON AZ MK                             019 55 49.8
 BU1858:SPC AL W     -  CARSON AZ MK                             019 03 55.7
 BU1858:UTM  16      -  CARSON AZ MK                             019 19 29.9
 BU1858
 BU1858|---------------------------------------------------------------------|
 BU1858| PID    Reference Object                     Distance      Geod. Az  |
 BU1858|                                                           dddmmss.s |
 BU1858| CG1300 CARSON AZ MK                                       0192940.2 |
 BU1858| BU1852 ANDALUSIA W MUNICIPAL TANK          APPROX.18.2 KM 0722226.7 |
 BU1858| CG1301 CARSON RM 1                          29.593 METERS 11519     |
 BU1858| BU1867 DIXIE FIRE TOWER                    APPROX.15.8 KM 1991102.1 |
 BU1858| CG1302 CARSON RM 2                          37.716 METERS 28229     |
 BU1858|---------------------------------------------------------------------|
 BU1858
 BU1858                          SUPERSEDED SURVEY CONTROL
 BU1858
 BU1858  NAD 83(1986)-  31 15 52.66015(N)    086 40 24.15467(W) AD(       ) 2
 BU1858  NAD 27      -  31 15 52.05000(N)    086 40 24.29500(W) AD(       ) 2
 BU1858
 BU1858.Superseded values are not recommended for survey control.
 BU1858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1858.See file dsdata.txt to determine how the superseded data were derived.
 BU1858
 BU1858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV3109558976(NAD 83)
 BU1858_MARKER: DS = TRIANGULATION STATION DISK
 BU1858_SETTING: 0 = UNSPECIFIED SETTING
 BU1858
 BU1858  HISTORY     - Date     Condition        Report By
 BU1858  HISTORY     - 1944     MONUMENTED       CGS
 BU1858
 BU1858                          STATION DESCRIPTION
 BU1858
 BU1858'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1858'STATION IS LOCATED ABOUT 12 MILES W OF ANDALUSIA, ON PROPERTY
 BU1858'OWNED BY MR. ASH CARSON.  THE MARK IS SET AT THE HIGHEST GROUND
 BU1858'IN A CULTIVATED FIELD.  THE SURFACE DISK IS ABOUT 12 INCHES
 BU1858'UNDERGROUND AND IS 90 FEET SE OF A TERRACE AND 65 FEET NW OF
 BU1858'A TERRACE WHICH ENCIRCLES THE STATION AT THE CREST OF THE HILL.
 BU1858'IT IS STAMPED CARSON 1944.
 BU1858'
 BU1858'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1858'DISKS SET IN CONCRETE.
 BU1858'
 BU1858'REFERENCE MARK 1 IS 97.09 FEET SE OF THE STATION AT THE RIM OF
 BU1858'THE HILL.  IT IS STAMPED CARSON NO 1 1944.
 BU1858'
 BU1858'REFERENCE MARK 2 IS 123.74 FEET WNW OF THE STATION, AT THE W RIM
 BU1858'OF THE HILL.  IT IS STAMPED CARSON NO 2 1944.
 BU1858'
 BU1858'AZIMUTH MARK IS NNE OF THE STATION ON THE W SIDE OF A N-S
 BU1858'ROAD.  IT IS 20 FEET W OF THE CENTER LINE OF THE ROAD AND 2 FEET
 BU1858'WSW OF A WOODEN WITNESS POST AT THE CORNER OF A BARNYARD FENCE.
 BU1858'IT IS STAMPED CARSON 1944.
 BU1858'
 BU1858'TO REACH THE STATION FROM THE POST OFFICE IN ANDALUSIA, GO S
 BU1858'ON U.S. HIGHWAY 29 FOR 1.5 MILES TO A DIRT ROAD RIGHT AT
 BU1858'FLETCHERS SERVICE STATION.  TURN RIGHT AND FOLLOW THE MAIN
 BU1858'GRADED DIRT ROAD FOR 7 MILES TO AN IRON BRIDGE.  CROSS THE BRIDGE
 BU1858'AND CONTINUE ON THE MAIN ROAD FOR 2.7 MILES, TAKE THE RIGHT
 BU1858'FORK, LEAVING THE MAIN ROAD, AND GO 2.3 MILES TO A T-ROAD
 BU1858'RIGHT.* CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO A T-ROAD LEFT.
 BU1858'TURN LEFT FOR 0.05 MILE TO A BOARD GATE ON THE LEFT.  PASS
 BU1858'THROUGH THE GATE AND FOLLOW A FIELD ROAD S FOR 0.25 MILE TO A
 BU1858'GULLY, TURN LEFT OR E AND FOLLOW ALONG THE N SIDE OF THE
 BU1858'GULLY FOR 0.1 MILE TO THE TOP OF THE HILL.  TURN LEFT AND GO
 BU1858'0.05 MILE TO THE HIGHEST GROUND AND STATION.
 BU1858'
 BU1858'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO N ON THE T-ROAD
 BU1858'FOR 0.3 MILE TO THE MARK ON THE LEFT.
 BU1858'
 BU1858'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1916 ***********************************************************************
 BU1916  DESIGNATION -  CASTLEBERRY MUN TANK
 BU1916  PID         -  BU1916
 BU1916  STATE/COUNTY-  AL/CONECUH
 BU1916  USGS QUAD   -  CASTLEBERRY (1971)
 BU1916
 BU1916                         *CURRENT SURVEY CONTROL
 BU1916  ___________________________________________________________________
 BU1916* NAD 83(1992)-  31 17 52.13102(N)    087 01 37.99473(W)     ADJUSTED  
 BU1916* NAVD 88     -                                                        
 BU1916  ___________________________________________________________________
 BU1916  LAPLACE CORR-           1.71  (seconds)                    DEFLEC99
 BU1916  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BU1916
 BU1916  HORZ ORDER  -  THIRD
 BU1916
 BU1916.The horizontal coordinates were established by classical geodetic methods
 BU1916.and adjusted by the National Geodetic Survey in December 1992..
 BU1916
 BU1916
 BU1916.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1916
 BU1916.The geoid height was determined by GEOID03.
 BU1916
 BU1916;                    North         East     Units Scale Factor Converg.
 BU1916;SPC AL W     -   143,967.063   645,008.735   MT  0.99995831   +0 14 44.2
 BU1916;UTM  16      - 3,462,608.307   497,409.453   MT  0.99960008   -0 00 50.9
 BU1916
 BU1916                          SUPERSEDED SURVEY CONTROL
 BU1916
 BU1916  NAD 83(1986)-  31 17 52.14199(N)    087 01 37.99776(W) AD(       ) 4
 BU1916  NAD 27      -  31 17 51.52000(N)    087 01 38.08000(W) AD(       ) 3
 BU1916
 BU1916.Superseded values are not recommended for survey control.
 BU1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1916.See file dsdata.txt to determine how the superseded data were derived.
 BU1916
 BU1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9740962608(NAD 83)
 BU1916_MARKER: 53 = ELEVATED TANK
 BU1916
 BU1916  HISTORY     - Date     Condition        Report By
 BU1916  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1916
 BU1916                          STATION DESCRIPTION
 BU1916
 BU1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1916'STATION IS THE STEEL CONICAL ROOF WATER TANK ATOP OF A FOUR-LEGGED
 BU1916'STEEL STRUCTURE LOCATED IN THE W PART OF CASTLEBERRY.  IT IS ABOUT
 BU1916'100 FEET HIGH AND PAINTED SILVER.
 BU1916'
 BU1916'THE BALL AT THE APEX OF THE ROOF WAS THE POINT OBSERVED ON.
 BU1916'
 BU1916'TO REACH STATION FROM THE TRAFFIC LIGHT ON U.S. HIGHWAY 31 IN
 BU1916'CASTLEBERRY, GO W ON GRAVEL ROAD FOR 0.3 MILE TO THE TANK ON THE
 BU1916'LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4034 ***********************************************************************
 BG4034  DESIGNATION -  CASWELL
 BG4034  PID         -  BG4034
 BG4034  STATE/COUNTY-  AL/BALDWIN
 BG4034  USGS QUAD   -  ORANGE BEACH (1994)
 BG4034
 BG4034                         *CURRENT SURVEY CONTROL
 BG4034  ___________________________________________________________________
 BG4034* NAD 83(1992)-  30 17 56.31979(N)    087 32 14.41154(W)     ADJUSTED  
 BG4034* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BG4034  ___________________________________________________________________
 BG4034  LAPLACE CORR-           0.98  (seconds)                    DEFLEC99
 BG4034  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BG4034
 BG4034  HORZ ORDER  -  THIRD
 BG4034
 BG4034.The horizontal coordinates were established by classical geodetic methods
 BG4034.and adjusted by the National Geodetic Survey in December 1992..
 BG4034
 BG4034.The orthometric height was scaled from a topographic map.
 BG4034
 BG4034.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4034
 BG4034.The geoid height was determined by GEOID03.
 BG4034
 BG4034;                    North         East     Units Scale Factor Converg.
 BG4034;SPC AL W     -    33,141.546   596,408.623   MT  0.99993349   -0 01 07.8
 BG4034;SPC FL N     -   147,880.058   307,870.000   MT  0.99995106   -1 31 34.8
 BG4034;SPC FL N     -   485,169.82  1,010,070.16   sFT  0.99995106   -1 31 34.8
 BG4034;UTM  16      - 3,352,037.498   448,330.812   MT  0.99963293   -0 16 16.0
 BG4034
 BG4034!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4034!SPC AL W     -   1.00000387  x   0.99993349  =   0.99993735
 BG4034!SPC FL N     -   1.00000387  x   0.99995106  =   0.99995493
 BG4034!UTM  16      -   1.00000387  x   0.99963293  =   0.99963679
 BG4034
 BG4034|---------------------------------------------------------------------|
 BG4034| PID    Reference Object                     Distance      Geod. Az  |
 BG4034|                                                           dddmmss.s |
 BG4034| DD7657 CASWELL RM 1                         28.710 METERS 25334     |
 BG4034| BG4044 STAMP                               APPROX. 2.9 KM 2752358.8 |
 BG4034| DD7658 CASWELL RM 2                         21.820 METERS 34622     |
 BG4034|---------------------------------------------------------------------|
 BG4034
 BG4034                          SUPERSEDED SURVEY CONTROL
 BG4034
 BG4034  NAD 83(1986)-  30 17 56.33893(N)    087 32 14.41677(W) AD(       ) 3
 BG4034  NAD 27      -  30 17 55.61400(N)    087 32 14.48500(W) AD(       ) 3
 BG4034
 BG4034.Superseded values are not recommended for survey control.
 BG4034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4034.See file dsdata.txt to determine how the superseded data were derived.
 BG4034
 BG4034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4833152037(NAD 83)
 BG4034_MARKER: DS = TRIANGULATION STATION DISK
 BG4034_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG4034_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BG4034
 BG4034  HISTORY     - Date     Condition        Report By
 BG4034  HISTORY     - 1934     MONUMENTED       CGS
 BG4034  HISTORY     - 1976     MARK NOT FOUND   USGS
 BG4034  HISTORY     - 1977     MARK NOT FOUND   NGS
 BG4034
 BG4034                          STATION DESCRIPTION
 BG4034
 BG4034'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG4034'STATION IS LOCATED ON PENINSULA BETWEEN BAY LA LAUNCH AND BAYOU SAINT
 BG4034'JOHN APPROXIMATELY 2.5 MILES E OF ORANGE BEACH, ALABAMA, AND
 BG4034'APPROXIMATELY 300 METERS N OF CASWELL POST OFFICE.
 BG4034'
 BG4034'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BG4034'IN A TILE.
 BG4034'
 BG4034'THE SURFACE-STATION MARK IS SET IN AN 8-INCH SEWER TILE, WHILE THE
 BG4034'SUB-SURFACE AND REFERENCE MARKS ARE SET IN 6-INCH TILES.
 BG4034'
 BG4034'REFERENCE MARK NO. 1 IS W OF STATION.  IT IS 7.2 METERS N OF CENTER
 BG4034'LINE OF ROAD RUNNING E-W AND 35.8 METERS W OF CENTER LINE OF ROAD
 BG4034'RUNNING N-S.
 BG4034'
 BG4034'REFERENCE MARK NO. 2 IS N OF STATION.  IT IS 27.9 METERS N OF CENTER
 BG4034'LINE OF ROAD RUNNING E-W AND 5.8 METERS W OF CENTER LINE OF ROAD
 BG4034'RUNNING N-S.
 BG4034'
 BG4034'TO REACH STATION BY AUTO FROM FOLEY, ALABAMA, TAKE STATE HIGHWAY 3 S
 BG4034'OUT OF FOLEY 7.8 MILES, TURN E FOR 2.8 MILES, TURN S ACROSS
 BG4034'INTRACOASTAL CANAL, THEN E ALONG MAIN ROAD 5 MILES, THEN N-E ALONG
 BG4034'MAIN ROAD TO ORANGE BEACH POST OFFICE, THENCE 2.2 MILES,
 BG4034'CONTINUING E ALONG MAIN ROAD TO INTERSECTION OF CENTER LINE OF THE
 BG4034'ABOVE MENTIONED ROADS 9.2 MILES.  IT IS 5.9 METERS N OF CENTER LINE
 BG4034'OF ROAD RUNNING E-W AND 7.1 METERS W OF CENTER LINE OF ROAD
 BG4034'RUNNING N-S.
 BG4034'
 BG4034'HEIGHT OF LIGHT ABOVE STATION MARK - 26.5 METERS.
 BG4034
 BG4034                          STATION RECOVERY (1976)
 BG4034
 BG4034'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BG4034'STATIONWAS SEARCHED FOR AND NOT FOUND.  BELIEVER STATION WAS
 BG4034'DESTROYED WHEN ROAD WAS PAVED.
 BG4034
 BG4034                          STATION RECOVERY (1977)
 BG4034
 BG4034'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 BG4034'STATION WAS SEARCHED FOR BY TWO MEN FOR SEVERAL HOURS AND NO EVIDENCE
 BG4034'OF THE STATION WAS FOUND.  PRESENT LOCATION OF STATION IS AT EDGE OF
 BG4034'ROAD.  PREVIOUS DESCRIPTION IS NOT ADEQUATE FOR RECOVERY AT PRESENT
 BG4034'TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2126 ***********************************************************************
 BH2126  DESIGNATION -  CAT
 BH2126  PID         -  BH2126
 BH2126  STATE/COUNTY-  AL/MOBILE
 BH2126  USGS QUAD   -  HERON BAY (1982)
 BH2126
 BH2126                         *CURRENT SURVEY CONTROL
 BH2126  ___________________________________________________________________
 BH2126* NAD 83(1992)-  30 19 01.02450(N)    088 12 29.40534(W)     ADJUSTED  
 BH2126* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BH2126  ___________________________________________________________________
 BH2126  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BH2126  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BH2126
 BH2126  HORZ ORDER  -  THIRD
 BH2126
 BH2126.The horizontal coordinates were established by classical geodetic methods
 BH2126.and adjusted by the National Geodetic Survey in May 1994..
 BH2126
 BH2126.The orthometric height was scaled from a topographic map.
 BH2126
 BH2126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2126
 BH2126.The geoid height was determined by GEOID03.
 BH2126
 BH2126;                    North         East     Units Scale Factor Converg.
 BH2126;SPC AL W     -    35,345.793   531,893.348   MT  0.99999054   -0 21 26.9
 BH2126;UTM  16      - 3,354,525.220   383,842.793   MT  0.99976645   -0 36 35.8
 BH2126
 BH2126!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2126!SPC AL W     -   1.00000440  x   0.99999054  =   0.99999494
 BH2126!UTM  16      -   1.00000440  x   0.99976645  =   0.99977085
 BH2126
 BH2126|---------------------------------------------------------------------|
 BH2126| PID    Reference Object                     Distance      Geod. Az  |
 BH2126|                                                           dddmmss.s |
 BH2126| DD7660 CAT RM 2                             11.830 METERS 00537     |
 BH2126| BH2119 PEAR                                APPROX. 6.8 KM 0934618.0 |
 BH2126| BH2093 PINE                                APPROX.11.5 KM 1173248.9 |
 BH2126| BH2148 DAUPHIN ISLAND WEST BASE            APPROX. 9.4 KM 2035119.4 |
 BH2126| DD7659 CAT RM 1                             15.310 METERS 22844     |
 BH2126|---------------------------------------------------------------------|
 BH2126
 BH2126                          SUPERSEDED SURVEY CONTROL
 BH2126
 BH2126  NAD 83(1992)-  30 19 01.02492(N)    088 12 29.40517(W) AD(       ) 3
 BH2126  NAD 83(1986)-  30 19 01.04787(N)    088 12 29.40548(W) AD(       ) 3
 BH2126  NAD 27      -  30 19 00.32400(N)    088 12 29.39600(W) AD(       ) 3
 BH2126
 BH2126.Superseded values are not recommended for survey control.
 BH2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2126.See file dsdata.txt to determine how the superseded data were derived.
 BH2126
 BH2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8384354525(NAD 83)
 BH2126_MARKER: DS = TRIANGULATION STATION DISK
 BH2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2126_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2126
 BH2126  HISTORY     - Date     Condition        Report By
 BH2126  HISTORY     - 1910     MONUMENTED       CGS
 BH2126  HISTORY     - 1917     GOOD             CGS
 BH2126  HISTORY     - 1935     POOR             CGS
 BH2126
 BH2126                          STATION DESCRIPTION
 BH2126
 BH2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2126'ON THE SE PART OF CAT ISLAND, AND ON THE HIGHEST PART OF THE ISLAND
 BH2126'ON THE SECOND SHELL RIDGE WHEN APPROACHING FROM THE EASTWARD.
 BH2126'THE SURFACE MARK IS A STANDARD DISK STATION MARK EMBEDDED IN A CORE
 BH2126'OF CONCRETE ABOUT 2 FEET IN DIAMETER.  THE UNDERGROUND MARK
 BH2126'IS A BOTTLE EMBEDDED IN A CORE OF CONCRETE 2-1/2 FEET BELOW THE
 BH2126'SURFACE.
 BH2126'
 BH2126'REFERENCE MARK NO. 1 IS A 2-INCH IRON PIPE, 16 FEET LONG, SET
 BH2126'VERTICALLY IN A CORE OF CONCRETE WITH 4 FEET PROJECTING ABOVE THE
 BH2126'GROUND, AND IS 11.83 METERS FROM THE STATION N 5 DEG 37
 BH2126'MIN E.
 BH2126'
 BH2126'REFERENCE MARK NO. 2 CONSISTS OF A SURFACE MARK, A BOTTLE EMBEDDED IN
 BH2126'A CORE OF CONCRETE, FLUSH WITH THE SURFACE, AND AN UNDERGROUND
 BH2126'MARK, A BOTTLE EMBEDDED IN A CORE OF CONCRETE, DIRECTLY UNDER THE
 BH2126'SURFACE MARK, AND 2-1/2 FEET BELOW THE SURFACE, AND IS 15.31
 BH2126'METERS FROM THE STATION S 48 DEG 44 MIN W.
 BH2126
 BH2126                          STATION RECOVERY (1917)
 BH2126
 BH2126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (FB)
 BH2126'STATION MARK AND PIPE REFERENCE MARK FOUND AS DESCRIBED.  CONCRETE
 BH2126'REFERENCE MARK WITH BOTTLE EMBEDDED FOUND OUT OF PLACE AND
 BH2126'DESTROYED BY VANDALISM.
 BH2126
 BH2126                          STATION RECOVERY (1935)
 BH2126
 BH2126'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2126'STATION LOST.  STATION AND REFERENCE MARKS UNDER WATER, STATION MARK
 BH2126'BROKEN OFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2115 ***********************************************************************
 BH2115  DESIGNATION -  CAT 2 RM 2
 BH2115  PID         -  BH2115
 BH2115  STATE/COUNTY-  AL/MOBILE
 BH2115  USGS QUAD   -  HERON BAY (1982)
 BH2115
 BH2115                         *CURRENT SURVEY CONTROL
 BH2115  ___________________________________________________________________
 BH2115* NAD 83(1992)-  30 19 02.67785(N)    088 12 30.85661(W)     ADJUSTED  
 BH2115* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BH2115  ___________________________________________________________________
 BH2115  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 BH2115  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BH2115
 BH2115  HORZ ORDER  -  SECOND
 BH2115
 BH2115.The horizontal coordinates were established by classical geodetic methods
 BH2115.and adjusted by the National Geodetic Survey in May 1994..
 BH2115
 BH2115.The orthometric height was scaled from a topographic map.
 BH2115
 BH2115.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2115
 BH2115.The geoid height was determined by GEOID03.
 BH2115
 BH2115;                    North         East     Units Scale Factor Converg.
 BH2115;SPC AL W     -    35,396.947   531,854.895   MT  0.99999060   -0 21 27.7
 BH2115;UTM  16      - 3,354,576.531   383,804.574   MT  0.99976656   -0 36 36.5
 BH2115
 BH2115!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2115!SPC AL W     -   1.00000440  x   0.99999060  =   0.99999500
 BH2115!UTM  16      -   1.00000440  x   0.99976656  =   0.99977096
 BH2115
 BH2115:                Primary Azimuth Mark                     Grid Az
 BH2115:SPC AL W     -  DAUPHIN IS TANK                          127 47 32.1
 BH2115:UTM  16      -  DAUPHIN IS TANK                          128 02 40.9
 BH2115
 BH2115|---------------------------------------------------------------------|
 BH2115| PID    Reference Object                     Distance      Geod. Az  |
 BH2115|                                                           dddmmss.s |
 BH2115| BH2084 DAUPHIN IS TANK                     APPROX.11.6 KM 1272604.4 |
 BH2115| BH2153 MID 3 RM 2                          APPROX. 7.9 KM 1641838.5 |
 BH2115|---------------------------------------------------------------------|
 BH2115
 BH2115                          SUPERSEDED SURVEY CONTROL
 BH2115
 BH2115  NAD 83(1992)-  30 19 02.67850(N)    088 12 30.85715(W) AD(       ) 2
 BH2115  NAD 83(1986)-  30 19 02.70150(N)    088 12 30.85763(W) AD(       ) 2
 BH2115  NAD 27      -  30 19 01.98100(N)    088 12 30.84600(W) AD(       ) 2
 BH2115
 BH2115.Superseded values are not recommended for survey control.
 BH2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2115.See file dsdata.txt to determine how the superseded data were derived.
 BH2115
 BH2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8380554577(NAD 83)
 BH2115_MARKER: DR = REFERENCE MARK DISK
 BH2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2115_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2115+STABILITY: SURFACE MOTION
 BH2115
 BH2115  HISTORY     - Date     Condition        Report By
 BH2115  HISTORY     - 1935     MONUMENTED       CGS
 BH2115  HISTORY     - 1958     GOOD             CGS
 BH2115
 BH2115                          STATION DESCRIPTION
 BH2115
 BH2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BH2115'R.M. 2 IS NOW AT THE SOUTHEAST END OF THE ISLAND, 20 FEET NORTH OF
 BH2115'THE HWL, AT THE MARSH SIDE OF A SHELL BANK THAT EXTENDS TO THE
 BH2115'WATER AND 60 FEET SOUTH OF THE SOUTHERNMOST POINT OF A SLOUGH IN THE
 BH2115'MARSH.
 BH2115'
 BH2115'A STANDARD DISK STAMPED CAT 2 1935 RM 2 SET IN THE TOP OF A TEN INCH
 BH2115'SQUARE CONCRETE MONUMENT FLUSH WITH THE SHELLS.  A LOW BENCH OF 2 X 4S
 BH2115'(TO HOLD THE FOOT OF A SIGNAL POLE) WAS LEFT IN PLACE OVER THE
 BH2115'R.M.
 BH2115
 BH2115                          STATION RECOVERY (1958)
 BH2115
 BH2115'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2115'RM 2 RECOVERED IN GOOD CONDITION.  STATION AND RM 1 HAVE BEEN
 BH2115'DESTROYED BY EROSION.  THE DESCRIPTION IS ADEQUATE FOR RECOVERY
 BH2115'OF RM 2 WITH THE FOLLOWING CORRECTION-
 BH2115'
 BH2115'RM 2 IS ON SOUTHEASTERN SIDE OF CAT ISLAND 8 FT NW OF THE PRESENT
 BH2115'MARSH LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1566 ***********************************************************************
 CN1566  DESIGNATION -  CC 109
 CN1566  PID         -  CN1566
 CN1566  STATE/COUNTY-  AL/PERRY
 CN1566  USGS QUAD   -  SCOTT STATION (1979)
 CN1566
 CN1566                         *CURRENT SURVEY CONTROL
 CN1566  ___________________________________________________________________
 CN1566* NAD 83(1986)-  32 36 25.     (N)    087 26 16.     (W)     SCALED    
 CN1566* NAVD 88     -        81.490  (meters)     267.36   (feet)  ADJUSTED  
 CN1566  ___________________________________________________________________
 CN1566  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN1566  DYNAMIC HT  -          81.396 (meters)     267.05  (feet)  COMP
 CN1566  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 CN1566
 CN1566  VERT ORDER  -  SECOND    CLASS 0
 CN1566
 CN1566.The horizontal coordinates were scaled from a topographic map and have
 CN1566.an estimated accuracy of +/- 6 seconds.
 CN1566
 CN1566.The orthometric height was determined by differential leveling
 CN1566.and adjusted by the National Geodetic Survey in June 1991..
 CN1566
 CN1566.The geoid height was determined by GEOID03.
 CN1566
 CN1566.The dynamic height is computed by dividing the NAVD 88
 CN1566.geopotential number by the normal gravity value computed on the
 CN1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1566.degrees latitude (g = 980.6199 gals.).
 CN1566
 CN1566.The modeled gravity was interpolated from observed gravity values.
 CN1566
 CN1566;                    North         East    Units  Estimated Accuracy
 CN1566;SPC AL W     -   289,030.      605,840.      MT  (+/- 180 meters Scaled)
 CN1566
 CN1566                          SUPERSEDED SURVEY CONTROL
 CN1566
 CN1566  NGVD 29 (??/??/92)   81.446  (m)          267.21   (f) ADJ UNCH    2 0
 CN1566
 CN1566.Superseded values are not recommended for survey control.
 CN1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1566.See file dsdata.txt to determine how the superseded data were derived.
 CN1566
 CN1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB589077(NAD 83)
 CN1566_MARKER: DD = SURVEY DISK
 CN1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1566_STAMPING: CC-109 1935
 CN1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1566+STABILITY: SURFACE MOTION
 CN1566
 CN1566  HISTORY     - Date     Condition        Report By
 CN1566  HISTORY     - 1935     MONUMENTED       ALGS
 CN1566  HISTORY     - 1935     GOOD             NGS
 CN1566  HISTORY     - 1950     MARK NOT FOUND   NGS
 CN1566
 CN1566                          STATION DESCRIPTION
 CN1566
 CN1566'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CN1566'IN SCOTT STATION.
 CN1566'ALONG SOUTHERN RAILROAD TRACKS, 30 FEET SOUTH CENTER LINE OF TRACKS,
 CN1566'AND 20 FEET WEST OF THE STATION.  NOTE-- THE STATION AT SCOTTS STATION
 CN1566'HAS BEEN TORN DOWN.  THE MARK MAY BE COVERED.
 CN1566
 CN1566                          STATION RECOVERY (1950)
 CN1566
 CN1566'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CN1566'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2498 ***********************************************************************
 BG2498  DESIGNATION -  CC 115
 BG2498  PID         -  BG2498
 BG2498  STATE/COUNTY-  AL/BALDWIN
 BG2498  USGS QUAD   -  ELSANOR (1985)
 BG2498
 BG2498                         *CURRENT SURVEY CONTROL
 BG2498  ___________________________________________________________________
 BG2498* NAD 83(1986)-  30 33 16.     (N)    087 35 12.     (W)     SCALED    
 BG2498* NAVD 88     -        42.888  (meters)     140.71   (feet)  ADJUSTED  
 BG2498  ___________________________________________________________________
 BG2498  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BG2498  DYNAMIC HT  -          42.832 (meters)     140.52  (feet)  COMP
 BG2498  MODELED GRAV-     979,338.5   (mgal)                       NAVD 88
 BG2498
 BG2498  VERT ORDER  -  SECOND    CLASS 0
 BG2498
 BG2498.The horizontal coordinates were scaled from a topographic map and have
 BG2498.an estimated accuracy of +/- 6 seconds.
 BG2498
 BG2498.The orthometric height was determined by differential leveling
 BG2498.and adjusted by the National Geodetic Survey in June 1991..
 BG2498
 BG2498.The geoid height was determined by GEOID03.
 BG2498
 BG2498.The dynamic height is computed by dividing the NAVD 88
 BG2498.geopotential number by the normal gravity value computed on the
 BG2498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2498.degrees latitude (g = 980.6199 gals.).
 BG2498
 BG2498.The modeled gravity was interpolated from observed gravity values.
 BG2498
 BG2498;                    North         East    Units  Estimated Accuracy
 BG2498;SPC AL W     -    61,460.      591,690.      MT  (+/- 180 meters Scaled)
 BG2498
 BG2498                          SUPERSEDED SURVEY CONTROL
 BG2498
 BG2498  NGVD 29 (??/??/92)   42.83   (m)          140.5    (f) COMPUTED    2 0
 BG2498
 BG2498.Superseded values are not recommended for survey control.
 BG2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2498.See file dsdata.txt to determine how the superseded data were derived.
 BG2498
 BG2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU437803(NAD 83)
 BG2498_MARKER: DB = BENCH MARK DISK
 BG2498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2498_STAMPING: CC-115 1935
 BG2498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2498+STABILITY: SURFACE MOTION
 BG2498
 BG2498  HISTORY     - Date     Condition        Report By
 BG2498  HISTORY     - 1935     MONUMENTED       CGS
 BG2498  HISTORY     - 1968     MARK NOT FOUND   NGS
 BG2498
 BG2498                          STATION DESCRIPTION
 BG2498
 BG2498'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BG2498'21.8 MI S FROM STAPLETON.
 BG2498'21.8 MILES SOUTH OF THE L. AND N. RAILROAD STATION AT STAPLETON
 BG2498'ALONG U.S. HIGHWAY 90, 30 FEET NORTH OF THE CENTER LINE OF THE
 BG2498'HIGHWAY, AND IN FRONT OF A HOUSE.  30 FEET SOUTHEAST OF THE SOUTHEAST
 BG2498'CORNER OF A HOUSE.
 BG2498
 BG2498                          STATION RECOVERY (1968)
 BG2498
 BG2498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BG2498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1294 ***********************************************************************
 CM1294  DESIGNATION -  CC 150
 CM1294  PID         -  CM1294
 CM1294  STATE/COUNTY-  AL/TALLAPOOSA
 CM1294  USGS QUAD   -  PONDERS (1971)
 CM1294
 CM1294                         *CURRENT SURVEY CONTROL
 CM1294  ___________________________________________________________________
 CM1294* NAD 83(1986)-  32 41 45.     (N)    085 51 17.     (W)     SCALED    
 CM1294* NAVD 88     -       174.392  (meters)     572.15   (feet)  ADJUSTED  
 CM1294  ___________________________________________________________________
 CM1294  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CM1294  DYNAMIC HT  -         174.187 (meters)     571.48  (feet)  COMP
 CM1294  MODELED GRAV-     979,461.9   (mgal)                       NAVD 88
 CM1294
 CM1294  VERT ORDER  -  SECOND    CLASS 0
 CM1294
 CM1294.The horizontal coordinates were scaled from a topographic map and have
 CM1294.an estimated accuracy of +/- 6 seconds.
 CM1294
 CM1294.The orthometric height was determined by differential leveling
 CM1294.and adjusted by the National Geodetic Survey in June 1991..
 CM1294
 CM1294.The geoid height was determined by GEOID03.
 CM1294
 CM1294.The dynamic height is computed by dividing the NAVD 88
 CM1294.geopotential number by the normal gravity value computed on the
 CM1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1294.degrees latitude (g = 980.6199 gals.).
 CM1294
 CM1294.The modeled gravity was interpolated from observed gravity values.
 CM1294
 CM1294;                    North         East    Units  Estimated Accuracy
 CM1294;SPC AL E     -   243,460.      197,990.      MT  (+/- 180 meters Scaled)
 CM1294
 CM1294                          SUPERSEDED SURVEY CONTROL
 CM1294
 CM1294  NGVD 29 (??/??/92)  174.377  (m)          572.10   (f) ADJ UNCH    2 0
 CM1294
 CM1294.Superseded values are not recommended for survey control.
 CM1294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1294.See file dsdata.txt to determine how the superseded data were derived.
 CM1294
 CM1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB073181(NAD 83)
 CM1294_MARKER: DB = BENCH MARK DISK
 CM1294_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1294_SP_SET: BUILDING
 CM1294_STAMPING: CC 150 1943
 CM1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1294
 CM1294  HISTORY     - Date     Condition        Report By
 CM1294  HISTORY     - 1943     MONUMENTED       CGS
 CM1294  HISTORY     - 1971     GOOD             NGS
 CM1294
 CM1294                          STATION DESCRIPTION
 CM1294
 CM1294'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1294'13.7 MI SW FROM DADEVILLE.
 CM1294'13.7 MILES SOUTHWEST OF DADEVILLE, TALLAPOOSA COUNTY.  THIS
 CM1294'BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING
 CM1294'9.3 MILES SOUTH ALONG STATE HIGHWAY 49, THENCE 4.4 MILES WEST ALONG
 CM1294'A GRADED ROAD.  IT IS AT UNION HIGH SCHOOL, IN THE NORTHEAST
 CM1294'BRICKWALL, 1.1 FEET NORTHWEST OF THE EAST CORNER OF THE BUILDING,
 CM1294'AND 4 FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED CC 150 1943
 CM1294'AND SET VERTICALLY.
 CM1294
 CM1294                          STATION RECOVERY (1971)
 CM1294
 CM1294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CM1294'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1618 ***********************************************************************
 DH1618  DESIGNATION -  CC 174
 DH1618  PID         -  DH1618
 DH1618  STATE/COUNTY-  AL/TUSCALOOSA
 DH1618  USGS QUAD   -  COALING (1978)
 DH1618
 DH1618                         *CURRENT SURVEY CONTROL
 DH1618  ___________________________________________________________________
 DH1618* NAD 83(1986)-  33 09 46.     (N)    087 20 50.     (W)     SCALED    
 DH1618* NAVD 88     -       119.072  (meters)     390.66   (feet)  ADJUSTED  
 DH1618  ___________________________________________________________________
 DH1618  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH1618  DYNAMIC HT  -         118.938 (meters)     390.22  (feet)  COMP
 DH1618  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 DH1618
 DH1618  VERT ORDER  -  FIRST     CLASS II
 DH1618
 DH1618.The horizontal coordinates were scaled from a topographic map and have
 DH1618.an estimated accuracy of +/- 6 seconds.
 DH1618
 DH1618.The orthometric height was determined by differential leveling
 DH1618.and adjusted by the National Geodetic Survey in June 1991..
 DH1618
 DH1618.The geoid height was determined by GEOID03.
 DH1618
 DH1618.The dynamic height is computed by dividing the NAVD 88
 DH1618.geopotential number by the normal gravity value computed on the
 DH1618.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1618.degrees latitude (g = 980.6199 gals.).
 DH1618
 DH1618.The modeled gravity was interpolated from observed gravity values.
 DH1618
 DH1618;                    North         East    Units  Estimated Accuracy
 DH1618;SPC AL W     -   350,680.      614,250.      MT  (+/- 180 meters Scaled)
 DH1618
 DH1618                          SUPERSEDED SURVEY CONTROL
 DH1618
 DH1618  NGVD 29 (??/??/92)  119.027  (m)          390.51   (f) ADJ UNCH    1 2
 DH1618
 DH1618.Superseded values are not recommended for survey control.
 DH1618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1618.See file dsdata.txt to determine how the superseded data were derived.
 DH1618
 DH1618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB676693(NAD 83)
 DH1618_MARKER: DB = BENCH MARK DISK
 DH1618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1618_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1618_STAMPING: CC 174 1944
 DH1618_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1618+STABILITY: SURFACE MOTION
 DH1618
 DH1618  HISTORY     - Date     Condition        Report By
 DH1618  HISTORY     - 1944     MONUMENTED       CGS
 DH1618
 DH1618                          STATION DESCRIPTION
 DH1618
 DH1618'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1618'0.4 MI NW FROM COALING.
 DH1618'0.4 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DH1618'COALING, TUSCALOOSA COUNTY, AT A DIRT-ROAD CROSSING.  33.5 FEET
 DH1618'NORTHEAST OF THE CENTERLINE OF THE NORTHEAST TRACK, 27.7 FEET
 DH1618'SOUTHEAST OF THE CENTERLINE OF THE ROAD, 3 FEET SOUTHWEST OF THE
 DH1618'RIGHT-OF-WAY FENCE, 4.5 FEET NORTHWEST OF A POLE, 3 FEET SOUTHEAST OF
 DH1618'A WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE NORTH TRACK. A
 DH1618'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT
 DH1618'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1487 ***********************************************************************
 DH1487  DESIGNATION -  CC 212
 DH1487  PID         -  DH1487
 DH1487  STATE/COUNTY-  AL/WALKER
 DH1487  USGS QUAD   -  CORDOVA (1983)
 DH1487
 DH1487                         *CURRENT SURVEY CONTROL
 DH1487  ___________________________________________________________________
 DH1487* NAD 83(1986)-  33 46 24.     (N)    087 09 13.     (W)     SCALED    
 DH1487* NAVD 88     -       113.107  (meters)     371.09   (feet)  ADJUSTED  
 DH1487  ___________________________________________________________________
 DH1487  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 DH1487  DYNAMIC HT  -         112.990 (meters)     370.70  (feet)  COMP
 DH1487  MODELED GRAV-     979,603.1   (mgal)                       NAVD 88
 DH1487
 DH1487  VERT ORDER  -  SECOND    CLASS 0
 DH1487
 DH1487.The horizontal coordinates were scaled from a topographic map and have
 DH1487.an estimated accuracy of +/- 6 seconds.
 DH1487
 DH1487.The orthometric height was determined by differential leveling
 DH1487.and adjusted by the National Geodetic Survey in June 1991..
 DH1487
 DH1487.The geoid height was determined by GEOID03.
 DH1487
 DH1487.The dynamic height is computed by dividing the NAVD 88
 DH1487.geopotential number by the normal gravity value computed on the
 DH1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1487.degrees latitude (g = 980.6199 gals.).
 DH1487
 DH1487.The modeled gravity was interpolated from observed gravity values.
 DH1487
 DH1487;                    North         East    Units  Estimated Accuracy
 DH1487;SPC AL W     -   418,430.      632,080.      MT  (+/- 180 meters Scaled)
 DH1487
 DH1487                          SUPERSEDED SURVEY CONTROL
 DH1487
 DH1487  NGVD 29 (??/??/92)  113.090  (m)          371.03   (f) ADJ UNCH    2 0
 DH1487
 DH1487.Superseded values are not recommended for survey control.
 DH1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1487.See file dsdata.txt to determine how the superseded data were derived.
 DH1487
 DH1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC857370(NAD 83)
 DH1487_MARKER: DB = BENCH MARK DISK
 DH1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1487_STAMPING: CC 212 1946
 DH1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1487+STABILITY: SURFACE MOTION
 DH1487
 DH1487  HISTORY     - Date     Condition        Report By
 DH1487  HISTORY     - 1946     MONUMENTED       CGS
 DH1487  HISTORY     - 20031206 MARK NOT FOUND   JCLS
 DH1487
 DH1487                          STATION DESCRIPTION
 DH1487
 DH1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1487'2.65 MI NE FROM CORDOVA.
 DH1487'ABOUT 1.0 MILE EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILWAY FROM
 DH1487'THE STATION AT CORDOVA, THENCE ABOUT 1.65 MILES NORTH ALONG THE
 DH1487'CORDOVA-SIPSEY ROAD, 100 YARDS SOUTH OF THE JUNCTION OF A ROAD LEADING
 DH1487'EAST, 115 FEET NORTH OF THE TOP OF A GRADE, 46.5 FEET NORTHWEST OF THE
 DH1487'NORTHWEST CORNER OF A SMALL HOUSE, 35 FEET EAST OF AND ABOUT 2 FEET
 DH1487'LOWER THAN THE CENTER LINE OF THE ROAD, 12 FEET EAST OF THE SOUTHWEST
 DH1487'CORNER OF A PASTURE FENCE, 1 FOOT SOUTH OF THE FENCE, 2 FEET EAST OF A
 DH1487'WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST
 DH1487'PROJECTING 3 INCHES.
 DH1487
 DH1487                          STATION RECOVERY (2003)
 DH1487
 DH1487'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DH1487'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2536 ***********************************************************************
 DH2536  DESIGNATION -  CEDAR
 DH2536  PID         -  DH2536
 DH2536  STATE/COUNTY-  AL/BIBB
 DH2536  USGS QUAD   -  PEARSON (1983)
 DH2536
 DH2536                         *CURRENT SURVEY CONTROL
 DH2536  ___________________________________________________________________
 DH2536* NAD 83(1992)-  33 04 19.43708(N)    087 16 49.10885(W)     ADJUSTED  
 DH2536* NAVD 88     -       191.8    (meters)     629.     (feet)  VERTCON   
 DH2536  ___________________________________________________________________
 DH2536  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 DH2536  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 DH2536
 DH2536  HORZ ORDER  -  FIRST
 DH2536
 DH2536.The horizontal coordinates were established by classical geodetic methods
 DH2536.and adjusted by the National Geodetic Survey in December 1992..
 DH2536
 DH2536.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2536.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2536
 DH2536.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2536
 DH2536.The geoid height was determined by GEOID03.
 DH2536
 DH2536;                    North         East     Units Scale Factor Converg.
 DH2536;SPC AL W     -   340,625.868   620,512.868   MT  0.99993852   +0 07 11.6
 DH2536;UTM  16      - 3,659,311.143   473,836.059   MT  0.99960844   -0 09 10.7
 DH2536
 DH2536!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2536!SPC AL W     -   0.99997447  x   0.99993852  =   0.99991299
 DH2536!UTM  16      -   0.99997447  x   0.99960844  =   0.99958292
 DH2536
 DH2536|---------------------------------------------------------------------|
 DH2536| PID    Reference Object                     Distance      Geod. Az  |
 DH2536|                                                           dddmmss.s |
 DH2536| CG1315 CEDAR RM 1                           20.178 METERS 02746     |
 DH2536| DH2521 BIBB                                APPROX.13.1 KM 0923827.6 |
 DH2536| CG1316 CEDAR RM 2                           18.093 METERS 17420     |
 DH2536|---------------------------------------------------------------------|
 DH2536
 DH2536                          SUPERSEDED SURVEY CONTROL
 DH2536
 DH2536  NAD 83(1986)-  33 04 19.44383(N)    087 16 49.11188(W) AD(       ) 1
 DH2536  NAD 27      -  33 04 19.00863(N)    087 16 49.11455(W) AD(       ) 1
 DH2536  NGVD 29 (07/19/86)  191.8    (m)          629.     (f) VERT ANG       
 DH2536
 DH2536.Superseded values are not recommended for survey control.
 DH2536.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2536.See file dsdata.txt to determine how the superseded data were derived.
 DH2536
 DH2536_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7383659311(NAD 83)
 DH2536_MARKER: DS = TRIANGULATION STATION DISK
 DH2536_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2536_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2536
 DH2536  HISTORY     - Date     Condition        Report By
 DH2536  HISTORY     - 1970     MONUMENTED       NGS
 DH2536
 DH2536                          STATION DESCRIPTION
 DH2536
 DH2536'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 DH2536'NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 DH2536'
 DH2536'THE STATION IS LOCATED ON A HIGH PARTLY WOODED KNOLL ABOUT 9-1/2
 DH2536'MILES SOUTHWEST OF WEST BLOCTON, 7 MILES SOUTHEAST OF COALING AND 6
 DH2536'MILES NORTHWEST OF EOLINE IN THE EAST 1/2 OF SECTION 8, T 24 N, R
 DH2536'8 E ON THE PROPERTY OF THE W.E. BELCHER LUMBER COMPANY.
 DH2536'
 DH2536'TO REACH THE STATION FROM THE POST OFFICE IN VANCE, GO SOUTH ON
 DH2536'COUNTY ROUTE 24 FOR 5.15 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT
 DH2536'AND GO WEST ON A MACADAM ROAD FOR 4 MILES TO A POINT WHERE THE MAIN
 DH2536'ROAD TURNS LEFT AND A GRAVELED ROAD TURNS RIGHT AT THE CEDAR GROVE
 DH2536'MISSIONARY BAPTIST CHURCH.  TURN RIGHT AND GO WEST ON THE
 DH2536'GRAVELED ROAD FOR APPROXIMATELY 100 FEET TO A SIDE ROAD RIGHT.
 DH2536'TURN RIGHT AND GO NORTH ON A GRAVELED ROAD ALONG THE EAST SIDE
 DH2536'OF THE CHURCH FOR 0.25 MILE TO A FORK.  TAKE THE LEFT FORK AND GO
 DH2536'NORTHWESTERLY ON A DIRT ROAD FOR 1.55 MILES TO A FORK.  BEAR
 DH2536'RIGHT AND CONTINUE NORTH-WESTERLY ON A DIRT ROAD FOR 0.05
 DH2536'MILE TO A FORK.  BEAR RIGHT AND GO NORTH AND WEST ON A DIM TRACK
 DH2536'ROAD, UPHILL, FOR 0.15 MILE TO THE TOP OF THE HILL AND THE
 DH2536'STATION.
 DH2536'
 DH2536'THE STATION MARKS ARE STANDARD DISKS STAMPED CEDAR 1970.  THE SURFACE
 DH2536'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DH2536'THAT PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 45 FEET
 DH2536'WEST OF A 10-INCH BLAZED PINE TREE, 24 FEET NORTHWEST OF AN
 DH2536'8-INCH PINE TREE, 20 FEET SOUTH-SOUTHWEST OF THE APPROXIMATE
 DH2536'CENTER OF THE DIM ROAD AND 3.7 FEET SOUTH OF THE WITNESS POST.
 DH2536'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS
 DH2536'OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 DH2536'
 DH2536'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CEDAR NO 1 1970 SET IN
 DH2536'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 DH2536'INCHES ABOVE THE GROUND SURFACE.  IT IS 63.2 FEET NORTH-NORTHEAST
 DH2536'OF THE WITNESS POST, 47 FEET NORTH-NORTHEAST OF THE APPROXIMATE
 DH2536'CENTER OF THE DIM ROAD, 36 FEET SOUTH-SOUTHWEST OF A 12-INCH PINE
 DH2536'TREE AND 21 FEET NORTHWEST OF THE WEST ONE OF TWO PINE TREES.  IT IS
 DH2536'LOCATED ON THE NORTHEAST SLOPE OF THE HILL ABOUT 1 FOOT LOWER THAN
 DH2536'THE STATION.
 DH2536'
 DH2536'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CEDAR NO 2 1970 SET IN
 DH2536'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 DH2536'INCHES ABOVE THE GROUND.  IT IS 63 FEET SOUTH OF THE WITNESS POST,
 DH2536'32 FEET EAST OF A 16-INCH PINE TREE, 15.5 FEET SOUTH OF THE CENTER
 DH2536'ONE OF THREE SMALL PINE TREES AND IS LOCATED ON THE SOUTH SLOPE
 DH2536'OF THE HILL ABOUT 2 FEET LOWER THAN THE STATION.
 DH2536'
 DH2536'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2121 ***********************************************************************
 BH2121  DESIGNATION -  CEDAR 2
 BH2121  PID         -  BH2121
 BH2121  STATE/COUNTY-  AL/MOBILE
 BH2121  USGS QUAD   -  HERON BAY (1982)
 BH2121
 BH2121                         *CURRENT SURVEY CONTROL
 BH2121  ___________________________________________________________________
 BH2121* NAD 83(1992)-  30 18 36.84971(N)    088 08 14.95208(W)     ADJUSTED  
 BH2121* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BH2121  ___________________________________________________________________
 BH2121  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BH2121  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BH2121
 BH2121  HORZ ORDER  -  THIRD
 BH2121
 BH2121.The horizontal coordinates were established by classical geodetic methods
 BH2121.and adjusted by the National Geodetic Survey in December 1992..
 BH2121
 BH2121.The orthometric height was scaled from a topographic map.
 BH2121
 BH2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2121
 BH2121.The geoid height was determined by GEOID03.
 BH2121
 BH2121;                    North         East     Units Scale Factor Converg.
 BH2121;SPC AL W     -    34,561.089   538,686.962   MT  0.99997969   -0 19 18.3
 BH2121;UTM  16      - 3,353,710.780   390,631.335   MT  0.99974757   -0 34 26.9
 BH2121
 BH2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2121!SPC AL W     -   1.00000439  x   0.99997969  =   0.99998408
 BH2121!UTM  16      -   1.00000439  x   0.99974757  =   0.99975196
 BH2121
 BH2121:                Primary Azimuth Mark                     Grid Az
 BH2121:SPC AL W     -  MON LOUIS                                021 09 01.3
 BH2121:UTM  16      -  MON LOUIS                                021 24 09.9
 BH2121
 BH2121|---------------------------------------------------------------------|
 BH2121| PID    Reference Object                     Distance      Geod. Az  |
 BH2121|                                                           dddmmss.s |
 BH2121| BH2088 MON LOUIS                           APPROX. 6.1 KM 0204943.0 |
 BH2121| DD7669 CEDAR 2 RM 1                         27.921 METERS 26346     |
 BH2121| BH2120 NO 205 5                             76.963 METERS 30508     |
 BH2121| DD7670 CEDAR 2 RM 2                         37.001 METERS 33756     |
 BH2121|---------------------------------------------------------------------|
 BH2121
 BH2121                          SUPERSEDED SURVEY CONTROL
 BH2121
 BH2121  NAD 83(1986)-  30 18 36.87337(N)    088 08 14.95435(W) AD(       ) 3
 BH2121  NAD 27      -  30 18 36.15400(N)    088 08 14.95000(W) AD(       ) 3
 BH2121
 BH2121.Superseded values are not recommended for survey control.
 BH2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2121.See file dsdata.txt to determine how the superseded data were derived.
 BH2121
 BH2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9063153711(NAD 83)
 BH2121_MARKER: DS = TRIANGULATION STATION DISK
 BH2121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2121
 BH2121  HISTORY     - Date     Condition        Report By
 BH2121  HISTORY     - 1935     MONUMENTED       CGS
 BH2121  HISTORY     - 1941     GOOD             CGS
 BH2121  HISTORY     - 1946     GOOD             CGS
 BH2121  HISTORY     - 1956     MARK NOT FOUND   CGS
 BH2121  HISTORY     - 1958     SEE DESCRIPTION  CGS
 BH2121
 BH2121                          STATION DESCRIPTION
 BH2121
 BH2121'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2121'THIS STATION IS IN THE SE SECTION OF CEDAR POINT, WHICH IS THE
 BH2121'PENINSULA THAT IS BOUNDED ON THE E BY MOBILE BAY, AND ON THE W AND S
 BH2121'BY MISSISSIPPI SOUND.
 BH2121'
 BH2121'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2121'SET IN CONCRETE.
 BH2121'
 BH2121'THE STATION MARK, PROJECTING ABOUT 4 INCHES ABOVE GROUND, IS 144 FEET
 BH2121'N, AND 137 FEET E OF THE HIGH-WATER LINE, AND 348 FEET E OF THE END
 BH2121'OF THE GRADED DIRT ROAD.
 BH2121'
 BH2121'REFERENCE MARK NO. 1, PROJECTING ABOUT 4 INCHES, IS 27.921 METERS W
 BH2121'OF THE STATION, AND 125 FEET N OF THE HIGH-WATER LINE.
 BH2121'
 BH2121'REFERENCE MARK NO. 2, PROJECTING ABOUT 4 INCHES, IS 37.001 METERS NW
 BH2121'OF THE STATION, AND 218 FEET N OF THE HIGH-WATER LINE.
 BH2121'
 BH2121'A U.S.C. AND G.S. AND STATE SURVEY BENCH MARK NO. 205-5 IS 252.5 FEET
 BH2121'W OF THE STATION, 157 FEET N OF THE HIGH-WATER LINE, AND 30 FEET
 BH2121'N OF THE NE CORNER OF COLLIERS STORE.
 BH2121
 BH2121                          STATION RECOVERY (1941)
 BH2121
 BH2121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (CKG)
 BH2121'THE ORIGINAL DESCRIPTION IS ADEQUATE AND NO DIFFICULTY IN RECOVERING
 BH2121'THE STATION WAS ENCOUNTERED.  ALL MARKS ARE IN GOOD CONDITION.
 BH2121'
 BH2121'THE STATION IS IN THE SE SECTION OF CEDAR POINT, WHICH IS THE
 BH2121'PENINSULA THAT IS BOUNDED ON THE E BY MOBILE BAY, AND ON THE W AND
 BH2121'S BY MISSISSIPPI SOUND.
 BH2121'
 BH2121'THE STATION MARK, PROJECTING ABOUT 4 INCHES ABOVE GROUND, IS 144 FEET
 BH2121'N AND 137 FEET E OF THE HIGH-WATER LINE, AND 348 FEET E OF THE END
 BH2121'OF THE GRADED DIRT ROAD.
 BH2121'
 BH2121'REFERENCE MARK NO. 1, PROJECTING ABOUT 4 INCHES, IS 27.921 METERS W
 BH2121'OF THE STATION AND 125 FEET N OF THE HIGH-WATER LINE.
 BH2121'
 BH2121'REFERENCE MARK NO. 2, PROJECTING 4 INCHES, IS 37.001 METERS NW OF THE
 BH2121'STATION AND 218 FEET N OF THE HIGH-WATER LINE.
 BH2121'
 BH2121'A U.S.C. AND G.S. AND STATE SURVEY BENCH MARK NO. 205-5 IS 252.5 FEET
 BH2121'W OF THE STATION, 157 FEET N OF THE HIGH-WATER LINE, AND 30 FEET
 BH2121'N OF THE NE CORNER OF COLLIERS STORE.
 BH2121
 BH2121                          STATION RECOVERY (1946)
 BH2121
 BH2121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2121'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE, EXCEPT
 BH2121'THAT STATION AND BOTH REFERENCE MARKS ARE STAMPED CEDOR 2 1935
 BH2121'INSTEAD OF CEDAR 2 1935.
 BH2121
 BH2121                          STATION RECOVERY (1956)
 BH2121
 BH2121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 BH2121'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH OF THE AREA.
 BH2121'ACCORDING TO INFORMATION OBTAINED AT COLLIERS STORE AND FROM A
 BH2121'BRIDGE EMPLOYEE OF THE NEW BRIDGE TO DAUPHIN ISLAND, A SEARCH WAS
 BH2121'MADE FOR THIS STATION AND THE STATE SURVEY BENCH MARK THAT IS
 BH2121'REFERENCED IN THE DESCRIPTION, IN 1953 BY ROAD ENGINEERS.  ONE OF THE
 BH2121'MARKS WAS FOUND IN THE WATER AND IT WAS DETERMINED THEN THAT THE
 BH2121'STATION HAD BEEN DESTROYED BY EROSION DURING THE 1947 HURRICANE.  THE
 BH2121'AREA AROUND THE STATION SIGHT HAS SINCE BEEN FILLED DURING
 BH2121'CONSTRUCTION OF THE ROAD TO DAUPHIN ISLAND.
 BH2121
 BH2121                          STATION RECOVERY (1958)
 BH2121
 BH2121'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2121'STATION MARK AND REFERENCE MARKS WERE NOT RECOVERED AFTER A THOROUGH
 BH2121'SEARCH.  THE STATION MARK IS BELIEVED TO HAVE BEEN DESTROYED BY
 BH2121'EROSION AND THE REFERENCE MARKS BY ROAD CONSTRUCTION.
 BH2121'
 BH2121'SEE DESCRIPTION OF CEDAR 3 1958.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1739 ***********************************************************************
 BH1739  DESIGNATION -  CEDAR 4
 BH1739  PID         -  BH1739
 BH1739  STATE/COUNTY-  AL/MOBILE
 BH1739  USGS QUAD   -  HERON BAY (1982)
 BH1739
 BH1739                         *CURRENT SURVEY CONTROL
 BH1739  ___________________________________________________________________
 BH1739* NAD 83(1992)-  30 18 41.50764(N)    088 08 18.64802(W)     ADJUSTED  
 BH1739* NAVD 88     -         1.048  (meters)       3.44   (feet)  ADJUSTED  
 BH1739  ___________________________________________________________________
 BH1739  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BH1739  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 BH1739  DYNAMIC HT  -           1.047 (meters)       3.44  (feet)  COMP
 BH1739  MODELED GRAV-     979,322.7   (mgal)                       NAVD 88
 BH1739
 BH1739  HORZ ORDER  -  THIRD
 BH1739  VERT ORDER  -  FIRST     CLASS II
 BH1739
 BH1739.The horizontal coordinates were established by classical geodetic methods
 BH1739.and adjusted by the National Geodetic Survey in December 1992..
 BH1739.No horizontal observational check was made to the station.
 BH1739
 BH1739.The orthometric height was determined by differential leveling
 BH1739.and adjusted by the National Geodetic Survey in June 1991..
 BH1739
 BH1739.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1739
 BH1739.The geoid height was determined by GEOID03.
 BH1739
 BH1739.The dynamic height is computed by dividing the NAVD 88
 BH1739.geopotential number by the normal gravity value computed on the
 BH1739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1739.degrees latitude (g = 980.6199 gals.).
 BH1739
 BH1739.The modeled gravity was interpolated from observed gravity values.
 BH1739
 BH1739;                    North         East     Units Scale Factor Converg.
 BH1739;SPC AL W     -    34,705.074   538,589.024   MT  0.99997984   -0 19 20.2
 BH1739;UTM  16      - 3,353,855.161   390,534.055   MT  0.99974783   -0 34 28.8
 BH1739
 BH1739!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1739!SPC AL W     -   1.00000422  x   0.99997984  =   0.99998406
 BH1739!UTM  16      -   1.00000422  x   0.99974783  =   0.99975205
 BH1739
 BH1739|---------------------------------------------------------------------|
 BH1739| PID    Reference Object                     Distance      Geod. Az  |
 BH1739|                                                           dddmmss.s |
 BH1739| DD7672 CEDAR 4 RM 2                         20.909 METERS 00758     |
 BH1739| BH2130 CEDAR 4 AZ MK                       APPROX. 3.1 KM 0175609.6 |
 BH1739| DD7671 CEDAR 4 RM 1                         12.156 METERS 09808     |
 BH1739| BH2114 CEDAR 3                             434.693 METERS 1651856.1 |
 BH1739|---------------------------------------------------------------------|
 BH1739
 BH1739                          SUPERSEDED SURVEY CONTROL
 BH1739
 BH1739  NAD 83(1986)-  30 18 41.52984(N)    088 08 18.65012(W) AD(       ) 3
 BH1739  NAD 27      -  30 18 40.81206(N)    088 08 18.64369(W) AD(       ) 3
 BH1739  NGVD 29 (06/24/99)    1.007  (m)            3.30   (f) ADJUSTED    1 2
 BH1739
 BH1739.Superseded values are not recommended for survey control.
 BH1739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1739.See file dsdata.txt to determine how the superseded data were derived.
 BH1739
 BH1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9053453855(NAD 83)
 BH1739_MARKER: DS = TRIANGULATION STATION DISK
 BH1739_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BH1739_STAMPING: CEDAR 4 1979
 BH1739_MARK LOGO: ALHD  
 BH1739_PROJECTION: RECESSED 8 CENTIMETERS
 BH1739_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH1739_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1739
 BH1739  HISTORY     - Date     Condition        Report By
 BH1739  HISTORY     - 1979     MONUMENTED       NGS
 BH1739  HISTORY     - 1984     GOOD             NOS
 BH1739  HISTORY     - 1984     GOOD             NGS
 BH1739  HISTORY     - 20031203 MARK NOT FOUND   JCLS
 BH1739
 BH1739                          STATION DESCRIPTION
 BH1739
 BH1739'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BH1739'STATION IS LOCATED 3.9 MILES SOUTH OF ALABAMA PORT, ON THE WEST SIDE
 BH1739'OF CEDAR POINT
 BH1739'
 BH1739'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 163 AND 188 AT ALABAMA
 BH1739'PORT, GO SOUTH ON STATE HIGHWAY 163 FOR 1.9 MILES TO THE SOUTH END
 BH1739'OF HERON BAY CUT-OFF BRIDGE AND THE AZIMUTH MARK ON THE LEFT, CONTINUE
 BH1739'SOUTH ON HIGHWAY 163 FOR 2.0 MILES TO CEDAR POINT AND THE STATION ON
 BH1739'THE RIGHT.
 BH1739'
 BH1739'STATION SURFACE AND UNDERGROUND MARKS ARE STANDARD DISKS,
 BH1739'STAMPED---CEDAR 4 1979---.  THE SURFACE DISK IS SET IN THE TOP OF A
 BH1739'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 117 FEET WEST OF
 BH1739'THE CENTER OF HIGHWAY 163, 109 FEET WEST NORTHWEST OF THE LAST POWER
 BH1739'POLE ON CEDAR POINT, 105.6 FEET NORTH NORTHWEST OF A CONCRETE BASE
 BH1739'OF OUT-HOUSE, 17.7 FEET WEST OF THE CENTER OF PAVEMENT OF OLD ROAD,
 BH1739'14.2 FEET EAST OF A DREDGED CANAL AND 1.2 FEET WEST OF A METAL
 BH1739'WITNESS POST AND SIGN.
 BH1739'
 BH1739'REFERENCE MARK NO.1 IS A STANDARD DISK, STAMPED---CEDAR 4 NO 1
 BH1739'1979---SET IN TOP OF ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 BH1739'IS 78 FEET WEST OF THE CENTER OF HIGHWAY 163, 22.5 FEET EAST OF THE
 BH1739'CENTER OF PAVEMENT OF OLD ROAD, 54 FEET EAST OF A DREDGED CANAL AND
 BH1739'1 FOOT WEST OF METAL WITNESS POST AND SIGN.
 BH1739'
 BH1739'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED---CEDAR 4 NO 2
 BH1739'1979---SET IN TOP OF ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 BH1739'IS 114.2 FEET SOUTHWEST OF THE NEXT TO LAST POWER POLE ON CEDAR POINT,
 BH1739'101.7 FEET WEST OF THE CENTER OF HIGHWAY 163, 18.4 FEET WEST OF THE
 BH1739'CENTER OF PAVEMENT OF OLD ROAD, 15 FEET EAST OF DREDGED CANAL AND 0.8
 BH1739'FOOT WEST OF A METAL WITNESS POST AND SIGN.
 BH1739'
 BH1739'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CEDAR 4 1979---SET IN A
 BH1739'DRILL HOLE IN THE SOUTHEAST CORNER OF THE HERON BAY CUT OFF
 BH1739'BRIDGE.  IT IS 16.4 FEET EAST OF THE CENTER OF THE BRIDGE AND 0.7 FOOT
 BH1739'NORTH OF THE SOUTH END OF THE EAST GUARD RAIL.
 BH1739
 BH1739                          STATION RECOVERY (1984)
 BH1739
 BH1739'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BH1739'THE STATION WAS RECOVERED AT THIS DATE.
 BH1739'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION BUT THE
 BH1739'AZIMUTH MARK HAS BEEN DESTROYED.
 BH1739'
 BH1739'RECOVERED BY JOHN DANIEL.
 BH1739
 BH1739                          STATION RECOVERY (1984)
 BH1739
 BH1739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH1739'6.7 KM (4.15 MI) SOUTH FROM ALABAMA PORT.
 BH1739'6.7 KM (4.15 MI) SOUTH ALONG STATE HIGHWAY 163 FROM THE JUNCTION OF
 BH1739'STATE HIGHWAY 188 IN ALABAMA PORT TO THE MARK ON THE RIGHT, 0.2 KM
 BH1739'(0.1 MI) NORTHWEST OF NORTH END OF THE DAUPHIN ISLAND BRIDGE,
 BH1739'35.96 METERS (118.0 FT) WEST OF THE CENTERLINE OF THE HIGHWAY,
 BH1739'15.24 METERS (50.0 FT) NORTH OF A POWERLINE POLE, 4.57 METERS
 BH1739'(15.0 FT) WEST OF THE CENTER OF A PAVED HIGHWAY PULL OFF, 24.54 METERS
 BH1739'(80.5 FT) NORTHWEST OF AN ORANGE TELEPHONE CABLE JUNCTION BOX,
 BH1739'21.49 METERS (70.5 FT) NORTHWEST OF THE NORTHWEST CORNER OF A 4.3 BY
 BH1739'9.3 FOOT CONCRETE SLAB, AND 11.55 METERS (37.9 FT) SOUTHWEST OF A
 BH1739'POWERLINE CUT OFF POLE.
 BH1739'THE MARK IS 0.6 M BELOW HIGHWAY.
 BH1739
 BH1739                          STATION RECOVERY (2003)
 BH1739
 BH1739'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BH1739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2130 ***********************************************************************
 BH2130  DESIGNATION -  CEDAR 4 AZ MK
 BH2130  PID         -  BH2130
 BH2130  STATE/COUNTY-  AL/MOBILE
 BH2130  USGS QUAD   -  HERON BAY (1982)
 BH2130
 BH2130                         *CURRENT SURVEY CONTROL
 BH2130  ___________________________________________________________________
 BH2130* NAD 83(1992)-  30 20 17.55874(N)    088 07 42.80413(W)     ADJUSTED  
 BH2130* NAVD 88     -         6.66   (+/-2cm)      21.9    (feet)  VERTCON   
 BH2130  ___________________________________________________________________
 BH2130  LAPLACE CORR-           0.55  (seconds)                    DEFLEC99
 BH2130  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BH2130
 BH2130  HORZ ORDER  -  THIRD
 BH2130  VERT ORDER  -  THIRD ? (See Below)
 BH2130
 BH2130.The horizontal coordinates were established by classical geodetic methods
 BH2130.and adjusted by the National Geodetic Survey in December 1992..
 BH2130.No horizontal observational check was made to the station.
 BH2130
 BH2130.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2130.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2130.The vertical order pertains to the NGVD 29 superseded value.
 BH2130
 BH2130.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2130
 BH2130.The geoid height was determined by GEOID03.
 BH2130
 BH2130;                    North         East     Units Scale Factor Converg.
 BH2130;SPC AL W     -    37,657.406   539,563.036   MT  0.99997838   -0 19 03.0
 BH2130;UTM  16      - 3,356,802.486   391,520.838   MT  0.99974517   -0 34 12.3
 BH2130
 BH2130!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2130!SPC AL W     -   1.00000335  x   0.99997838  =   0.99998173
 BH2130!UTM  16      -   1.00000335  x   0.99974517  =   0.99974852
 BH2130
 BH2130:                Primary Azimuth Mark                     Grid Az
 BH2130:SPC AL W     -  CEDAR 4                                  198 15 30.7
 BH2130:UTM  16      -  CEDAR 4                                  198 30 40.0
 BH2130
 BH2130|---------------------------------------------------------------------|
 BH2130| PID    Reference Object                     Distance      Geod. Az  |
 BH2130|                                                           dddmmss.s |
 BH2130| BH1739 CEDAR 4                             APPROX. 3.1 KM 1975627.7 |
 BH2130|---------------------------------------------------------------------|
 BH2130
 BH2130                          SUPERSEDED SURVEY CONTROL
 BH2130
 BH2130  NAD 83(1986)-  30 20 17.58087(N)    088 07 42.80595(W) AD(       ) 3
 BH2130  NAD 27      -  30 20 16.86603(N)    088 07 42.80049(W) AD(       ) 3
 BH2130  NGVD 29 (07/19/86)    6.68   (m)           21.9    (f) LEVELING    3  
 BH2130
 BH2130.Superseded values are not recommended for survey control.
 BH2130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2130.See file dsdata.txt to determine how the superseded data were derived.
 BH2130
 BH2130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9152156802(NAD 83)
 BH2130_MARKER: DS = TRIANGULATION STATION DISK
 BH2130_SETTING: 0 = UNSPECIFIED SETTING
 BH2130_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2130
 BH2130  HISTORY     - Date     Condition        Report By
 BH2130  HISTORY     - 1979     MONUMENTED       NGS
 BH2130
 BH2130                          STATION DESCRIPTION
 BH2130
 BH2130'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BH2130'STATION IS A STANDARD DISK, STAMPED---CEDAR 4 1979---SET IN A DRILL
 BH2130'HOLE IN THE SOUTHEAST CORNER OF THE HERON BAY CUT OFF BRIDGE.  IT IS
 BH2130'16.4 FEET EAST OF THE CENTER OF THE BRIDGE AND 0.7 FOOT NORTH OF THE
 BH2130'SOUTH END OF THE EAST GUARD RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1950 ***********************************************************************
 BH1950  DESIGNATION -  CELESTE
 BH1950  PID         -  BH1950
 BH1950  STATE/COUNTY-  AL/MOBILE
 BH1950  USGS QUAD   -  CHICKASAW (1982)
 BH1950
 BH1950                         *CURRENT SURVEY CONTROL
 BH1950  ___________________________________________________________________
 BH1950* NAD 83(1992)-  30 51 12.32788(N)    088 07 20.17378(W)     ADJUSTED  
 BH1950* NAVD 88     -        68.14   (+/-2cm)     223.6    (feet)  VERTCON   
 BH1950  ___________________________________________________________________
 BH1950  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BH1950  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BH1950
 BH1950  HORZ ORDER  -  FIRST
 BH1950  VERT ORDER  -  THIRD ? (See Below)
 BH1950
 BH1950.The horizontal coordinates were established by classical geodetic methods
 BH1950.and adjusted by the National Geodetic Survey in December 1992..
 BH1950
 BH1950.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1950.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1950.The vertical order pertains to the NGVD 29 superseded value.
 BH1950
 BH1950.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1950
 BH1950.The geoid height was determined by GEOID03.
 BH1950
 BH1950;                    North         East     Units Scale Factor Converg.
 BH1950;SPC AL W     -    94,769.799   540,483.218   MT  0.99997701   -0 19 08.9
 BH1950;UTM  16      - 3,413,896.859   392,694.455   MT  0.99974204   -0 34 32.2
 BH1950
 BH1950!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1950!SPC AL W     -   0.99999379  x   0.99997701  =   0.99997080
 BH1950!UTM  16      -   0.99999379  x   0.99974204  =   0.99973583
 BH1950
 BH1950|---------------------------------------------------------------------|
 BH1950| PID    Reference Object                     Distance      Geod. Az  |
 BH1950|                                                           dddmmss.s |
 BH1950| BH1952 CELESTE RM A                         35.182 METERS 00444     |
 BH1950| DD7677 CELESTE RM 5                         28.570 METERS 09206     |
 BH1950| DD7673 CELESTE AZ MK                                      1811627.4 |
 BH1950| DD7676 CELESTE RM 4                                       1811628.4 |
 BH1950| DD7678 CELESTE RM 6                         29.650 METERS 18215     |
 BH1950| BH2021 MOBILE WATERWORKS TANK              APPROX.17.0 KM 1865942.5 |
 BH1950| DD7674 CELESTE RM 1                         23.415 METERS 19349     |
 BH1950| BH2051 SEMMES                              APPROX.15.0 KM 2362637.6 |
 BH1950| DD7675 CELESTE RM 2                         25.942 METERS 28755     |
 BH1950| BH1956 ORVIN FIRE TOWER                    APPROX. 8.3 KM 3581042.7 |
 BH1950|---------------------------------------------------------------------|
 BH1950
 BH1950                          SUPERSEDED SURVEY CONTROL
 BH1950
 BH1950  NAD 83(1986)-  30 51 12.34795(N)    088 07 20.17776(W) AD(       ) 1
 BH1950  NAD 27      -  30 51 11.68400(N)    088 07 20.17500(W) AD(       ) 1
 BH1950  NGVD 29 (07/19/86)   68.16   (m)          223.6    (f) LEVELING    3  
 BH1950
 BH1950.Superseded values are not recommended for survey control.
 BH1950.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1950.See file dsdata.txt to determine how the superseded data were derived.
 BH1950
 BH1950_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9269413897(NAD 83)
 BH1950_MARKER: DS = TRIANGULATION STATION DISK
 BH1950_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1950
 BH1950  HISTORY     - Date     Condition        Report By
 BH1950  HISTORY     - 1938     MONUMENTED       CGS
 BH1950  HISTORY     - 1940     GOOD             CGS
 BH1950  HISTORY     - 1953     GOOD             USGS
 BH1950  HISTORY     - 1959     GOOD             CGS
 BH1950  HISTORY     - 1964     GOOD             CGS
 BH1950
 BH1950                          STATION DESCRIPTION
 BH1950
 BH1950'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BH1950'STATION IS LOCATED ABOUT 15 MILES NW OF MOBILE, 4.1 MILES W OF
 BH1950'SARALAND, ON THE TOP OF RIDGE COVERED WITH SCRUB OAKS AND PINE, IN
 BH1950'THE SW CORNER OF SEC. 19, T 2 S, R 1 W, ON THE LAND OWNED BY MR.
 BH1950'LOWENSTEIN, IS SET 45 FEET E OF THE CENTER LINE OF THE
 BH1950'SARALAND-CELESTE ROAD, 9.5 FEET E OF A 6-INCH TRIANGLE-BLAZED PINE
 BH1950'TREE, 21 FEET W OF A 14-INCH PINE TREE, OPPOSITE A WOODS ROAD TO
 BH1950'THE NW, AND PROJECTS 4 INCHES.
 BH1950'
 BH1950'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BH1950'BRONZE DISKS SET IN CONCRETE.
 BH1950'
 BH1950'REFERENCE MARK NO. 1 IS 77.64 FEET (23.665 METERS) SSW OF THE
 BH1950'STATION, 21 FEET E OF THE CENTER LINE OF THE ROAD, 5 FEET E OF THE
 BH1950'DITCH BANK, AND PROJECTS 6 INCHES.  REFERENCE MARK NO. 2 IS 85.11
 BH1950'FEET (25.942 METERS) WNW OF THE STATION, 7 FEET W OF A 24-INCH
 BH1950'PINE TREE, 33 FEET NW OF THE CENTER LINE OF THE ROAD, 3 FEET S OF THE
 BH1950'U.S.G.S. B.M. TTSC19, AND PROJECTS 4 INCHES.
 BH1950'
 BH1950'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE S OF THE STATION, 33 FEET W
 BH1950'OF THE CENTER LINE OF THE ROAD AND PROJECTS 6 INCHES.
 BH1950'
 BH1950'TO REACH THE STATION FROM JUNCTION OF ROUTES 45, 43, AND 5 ON THE N
 BH1950'SIDE OF MOBILE, GO N ON 43 AND 5 FOR 7.5 MILES TO A WHITE CHURCH AND
 BH1950'DIRT ROAD ON THE W SIDE OF THE ROAD, TURN L ON THE GRADED DIRT ROAD
 BH1950'AND GO 4.1 MILES TO THE TOP OF THE RIDGE AND THE STATION OPPOSITE
 BH1950'THE WOODS ROAD TO THE L.
 BH1950'
 BH1950'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH1950
 BH1950                          STATION RECOVERY (1940)
 BH1950
 BH1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JHM)
 BH1950'STATION CELESTE AND REFERENCE MARK NO. 1 RECOVERED AND IN GOOD
 BH1950'CONDITION.  CELESTE AZIMUTH AND REFERENCE MARK NO. 2 RESET AS
 BH1950'DESCRIBED BELOW.
 BH1950'
 BH1950'STATION IS LOCATED ABOUT 15 MILES NW OF MOBILE, 4.1 MILES W OF
 BH1950'SARALAND, ON THE TOP RIDGE COVERED WITH SHRUB OAKS AND PINES, IN
 BH1950'SW CORNER OF SECTION 19, T 2 S, R 1 W, ON LAND OWNED BY MR.
 BH1950'LOWENSTEIN.  IT IS SET 65 INCHES E OF THE CENTER LINE OF THE
 BH1950'SARALAND-CELESTE ROAD, 23 INCHES OF THE E DITCH BANK, 9.5 FEET E OF A
 BH1950'6-INCH TRIANGULAR BLAZED PINE TREE AND 21 FEET W OF A 14-INCH PINE
 BH1950'TREE, OPPOSITE A WOODS ROAD TO THE NW, AND PROJECTS 1 INCH.
 BH1950'
 BH1950'REFERENCE MARK NO. 1 IS 77.64 FEET (23.665 METERS) SSW OF THE
 BH1950'STATION, 41 FEET E OF THE CENTER LINE OF THE ROAD, 4 FEET E OF THE E
 BH1950'DITCH BANK, AND PROJECTS 6 INCHES.
 BH1950'
 BH1950'REFERENCE MARK NO. 3 (CELESTE NO. 2) IS 164.303 FEET (50.080 METERS)
 BH1950'WNW OF THE STATION, 93 FEET W OF THE CENTER LINE OF THE ROAD, 53
 BH1950'FEET W OF THE W DITCH BANK, 23.5 FEET N OF CENTER LINE OF WOODS ROAD,
 BH1950'AND PROJECTS 3 INCHES.
 BH1950'
 BH1950'AZIMUTH MARK (CELESTE NO. 2, R.M. NO. 4) IS 811.968 FEET (247.488
 BH1950'METERS) S OF STATION, 54 FEET W OF CENTER LINE OF ROAD, 27 FEET
 BH1950'W OF W DITCH BANK, 34 FEET E OF LONE 6-INCH PINE TREE, 110 FEET S OF
 BH1950'5-FOOT DRAIN DITCH JUNCTION, AND PROJECTS 5 INCHES.
 BH1950
 BH1950                          STATION RECOVERY (1953)
 BH1950
 BH1950'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1953
 BH1950'REFERENCE MARK 2 IS DESTROYED BY NEW ROAD.  POST WITHOUT TABLET
 BH1950'LAYING THERE.  REFERENCE MARK 1 IS OKAY BUT RIGHT AT EDGE OF DEEP
 BH1950'HIGHWAY CUT.  AZIMUTH MARK DESTROYED.  POST WITH NO TABLET LAYING
 BH1950'BESIDE ROAD.
 BH1950
 BH1950                          STATION RECOVERY (1959)
 BH1950
 BH1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH1950'ALL MARKS RECOVERED IN GOOD CONDITION.  THE 1940 RECOVERY NOTE IS
 BH1950'ADEQUATE WITH THE FOLLOWING ADDITIONS.
 BH1950'
 BH1950'1 THE STATION MARK IS STAMPED CELESTE 1938 AND THE MONUMENT IS FLUSH
 BH1950'WITH THE GROUND.
 BH1950'
 BH1950'2 REFERENCE MARK 1 IS STAMPED NO. 1 1938 AND THE MONUMENT PROJECTS 3
 BH1950'INCHES.
 BH1950'
 BH1950'3 REFERENCE MARK 3 IS STAMPED CELESTE NO. 3 1940 AND THE MONUMENT IS
 BH1950'FLUSH WITH THE GROUND.
 BH1950'
 BH1950'4 THE AZIMUTH MARK IS STAMPED CELESTE NO. 4 1940 AND THE MONUMENT
 BH1950'PROJECTS 3 INCHES.
 BH1950
 BH1950                          STATION RECOVERY (1964)
 BH1950
 BH1950'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH1950'THE STATION MARK AND REFERENCE MARK NO. 4 (AZIMUTH MARK) WERE
 BH1950'RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE MARK NO 1 WAS
 BH1950'RECOVERED BUT IS IN DANGER OF BEING DESTROYED BY EROSION, AS IT IS
 BH1950'LOCATED ON THE SLOPE OF THE EAST HIGHWAY EMBANKMENT AND ABOUT
 BH1950'18-INCHES OF THE WEST SIDE OF THE MARK IS EXPOSED.  REFERENCE MARK
 BH1950'NO. 3 WAS NOT RECOVERED AND IS BELIEVED TO HAVE BEEN DESTROYED BY
 BH1950'THE IMPROVEMENT OF THE WOODS ROAD.  NEW REFERENCE MARKS NO. 5 AND 6
 BH1950'WERE ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 BH1950'STATION IS LOCATED ABOUT 14 MILES NORTH-NORTHWEST OF MOBILE AND ABOUT
 BH1950'4 MILES NORTHWEST OF SARALAND, ON TOP OF A RIDGE COVERED WITH OAK AND
 BH1950'PINE TREES.  IT IS 69.0 FEET EAST OF THE CENTER OF THE
 BH1950'SARALAND-CELESTE ROAD, 14-1/2 FEET NORTHEAST OF A 10-INCH PINE TREE,
 BH1950'43.0 FEET WEST OF THE CENTER OF A WOODS ROAD 9.3 FEET EAST-NORTHEAST
 BH1950'OF AN 8-INCH PINE TREE AND 5.0 FEET SOUTHEAST OF A METAL WITNESS POST
 BH1950'AND SIGN.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 BH1950'CONCRETE MONUMENT FLUSH WITH THE GROUND AND IS STAMPED CELESTE 1938.
 BH1950'
 BH1950'TO REACH FROM THE POST OFFICE IN SARALAND, WHICH IS ABOUT 10 MILES
 BH1950'NORTH OF MOBILE ALONG U.S. HIGHWAY 43, GO NORTH ON HIGHWAY 43 FOR
 BH1950'0.1 MILE TO CELESTE ROAD ON THE LEFT.  TURN LEFT AND GO NORTHWEST AND
 BH1950'NORTH ON CELESTE ROAD FOR 4.0 MILES TO THE AZIMUTH MARK ON THE LEFT,
 BH1950'0.15 MILE BEFORE REACHING CREST OF HILL, CONTINUE NORTH ON HIGHWAY 43
 BH1950'FOR 0.15 MILE TO CREST OF HILL AND STATION ON RIGHT ON TOP OF
 BH1950'EMBANKMENT ABOUT 15 FEET HIGHER THAN THE ROAD.
 BH1950'
 BH1950'REFERENCE MARK NO. 1 IS ON THE WEST SLOPE OF THE EAST EMBANKMENT OF
 BH1950'CELESTE ROAD, 45-1/2 FEET EAST OF THE CENTER OF CELESTE ROAD AND
 BH1950'24.0 FEET WEST OF A 20-INCH PINE TREE.  THE MARK IS A STANDARD DISK,
 BH1950'SET IN THE TOP OF A CONCRETE MONUMENT AND IS STAMPED CELESTE NO
 BH1950'1 1938.
 BH1950'
 BH1950'REFERENCE MARK NO. 4 (AZIMUTH MARK) IS 53-1/2 FEET WEST OF THE CENTER
 BH1950'OF CELESTE ROAD, 15.0 FEET NORTHWEST OF A 4-INCH PINE TREE WITH A
 BH1950'METAL WITNESS SIGN ATTACHED, 8.2 FEET SOUTHWEST OF A 6-INCH OAK TREE
 BH1950'WITH TRIANGLE BLAZE AND 3-1/2 FEET SOUTHEAST OF AN 8-INCH PINE
 BH1950'TREE WITH TRIANGLE BLAZE.  THE MARK IS A STANDARD REFERENCE MARK
 BH1950'DISK, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING 2-INCHES AND
 BH1950'IS STAMPED 2 CELESTE NO 4 1940.
 BH1950'
 BH1950'REFERENCE MARK NO. 5 IS ABOUT 10 FEET LOWER IN ELEVATION THAN THE
 BH1950'STATION MARK.  IT IS 51.0 FEET EAST OF THE CENTER OF A WOODS ROAD,
 BH1950'24.0 FEET EAST-SOUTHEAST OF A 12-INCH PINE TREE WHICH IS LEANING TO
 BH1950'THE WEST AND 11.3 FEET NORTHEAST OF A 12-INCH PINE TREE.  THE MARK
 BH1950'IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 BH1950'7-INCHES AND IS STAMPED CELESTE NO 5 1938.
 BH1950'
 BH1950'REFERENCE MARK NO. 6 IS 57-1/2 FEET EAST OF THE CENTER OF CELESTE
 BH1950'ROAD AND 20.0 FEET SOUTH-SOUTHWEST OF A 20-INCH PINE TREE.  THE
 BH1950'MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE MONUMENT
 BH1950'PROJECTING 3-INCHES AND IS STAMPED CELESTE NO 6 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1952 ***********************************************************************
 BH1952  DESIGNATION -  CELESTE RM A
 BH1952  PID         -  BH1952
 BH1952  STATE/COUNTY-  AL/MOBILE
 BH1952  USGS QUAD   -  CHICKASAW (1982)
 BH1952
 BH1952                         *CURRENT SURVEY CONTROL
 BH1952  ___________________________________________________________________
 BH1952* NAD 83(1992)-  30 51 13.46639(N)    088 07 20.06436(W)     ADJUSTED  
 BH1952* NAVD 88     -        67.84   (+/-2cm)     222.6    (feet)  VERTCON   
 BH1952  ___________________________________________________________________
 BH1952  LAPLACE CORR-           0.21  (seconds)                    DEFLEC99
 BH1952  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BH1952
 BH1952  HORZ ORDER  -  FIRST
 BH1952  VERT ORDER  -  THIRD ? (See Below)
 BH1952
 BH1952.The horizontal coordinates were established by classical geodetic methods
 BH1952.and adjusted by the National Geodetic Survey in December 1992..
 BH1952
 BH1952.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1952.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1952.The vertical order pertains to the NGVD 29 superseded value.
 BH1952
 BH1952.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1952
 BH1952.The geoid height was determined by GEOID03.
 BH1952
 BH1952;                    North         East     Units Scale Factor Converg.
 BH1952;SPC AL W     -    94,804.843   540,486.320   MT  0.99997701   -0 19 08.8
 BH1952;UTM  16      - 3,413,931.881   392,697.714   MT  0.99974203   -0 34 32.1
 BH1952
 BH1952!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1952!SPC AL W     -   0.99999383  x   0.99997701  =   0.99997085
 BH1952!UTM  16      -   0.99999383  x   0.99974203  =   0.99973587
 BH1952
 BH1952:                Primary Azimuth Mark                     Grid Az
 BH1952:SPC AL W     -  CREOLA                                   064 10 30.6
 BH1952:UTM  16      -  CREOLA                                   064 25 53.9
 BH1952
 BH1952|---------------------------------------------------------------------|
 BH1952| PID    Reference Object                     Distance      Geod. Az  |
 BH1952|                                                           dddmmss.s |
 BH1952| BH1948 CREOLA                              APPROX.12.1 KM 0635121.8 |
 BH1952| BH1950 CELESTE                              35.182 METERS 18444     |
 BH1952|---------------------------------------------------------------------|
 BH1952
 BH1952                          SUPERSEDED SURVEY CONTROL
 BH1952
 BH1952  NAD 83(1986)-  30 51 13.48646(N)    088 07 20.06835(W) AD(       ) 1
 BH1952  NAD 27      -  30 51 12.82253(N)    088 07 20.06556(W) AD(       ) 1
 BH1952  NGVD 29 (07/19/86)   67.86   (m)          222.6    (f) LEVELING    3  
 BH1952
 BH1952.Superseded values are not recommended for survey control.
 BH1952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1952.See file dsdata.txt to determine how the superseded data were derived.
 BH1952
 BH1952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9269813932(NAD 83)
 BH1952_MARKER: DS = TRIANGULATION STATION DISK
 BH1952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1952_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH1952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1952+STABILITY: SURFACE MOTION
 BH1952
 BH1952  HISTORY     - Date     Condition        Report By
 BH1952  HISTORY     - 1964     MONUMENTED       CGS
 BH1952
 BH1952                          STATION DESCRIPTION
 BH1952
 BH1952'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH1952'STATION IS LOCATED ON THE SAME PROPERTY AND AT THE APPROXIMATE
 BH1952'LOCATION OF TRIANGULATION STATION CELESTE 1938.  THE MARK IS A
 BH1952'STANDARD TRIANGULATION STATION DISK, SET IN THE TOP OF A SQUARE
 BH1952'CONCRETE MONUMENT PROJECTING 2-INCHES AND IS STAMPED CELESTE RM A
 BH1952'1964.  IT IS 83.0 FEET EAST OF THE CENTER OF CELESTE ROAD,
 BH1952'19-1/2 SOUTH-SOUTHWEST OF A 12-INCH PINE TREE WITH A TRIANGLE
 BH1952'BLAZE AND 5-1/2 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.
 BH1952'
 BH1952'A TRAVERSE CONNECTION WAS MADE TO STATION CELESTE 1938, A
 BH1952'DISTANCE OF 115.43 FEET OR 35.182 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2994 ***********************************************************************
 CN2994  DESIGNATION -  CENTERVILLE
 CN2994  PID         -  CN2994
 CN2994  STATE/COUNTY-  AL/BIBB
 CN2994  USGS QUAD   -  CENTREVILLE EAST (1983)
 CN2994
 CN2994                         *CURRENT SURVEY CONTROL
 CN2994  ___________________________________________________________________
 CN2994* NAD 83(1992)-  32 56 51.43099(N)    087 07 02.68422(W)     ADJUSTED  
 CN2994* NAVD 88     -       124.6    (meters)     409.     (feet)  VERTCON   
 CN2994  ___________________________________________________________________
 CN2994  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CN2994  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CN2994
 CN2994  HORZ ORDER  -  FIRST
 CN2994
 CN2994.The horizontal coordinates were established by classical geodetic methods
 CN2994.and adjusted by the National Geodetic Survey in December 1992..
 CN2994
 CN2994.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN2994.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN2994
 CN2994.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2994
 CN2994.The geoid height was determined by GEOID03.
 CN2994
 CN2994;                    North         East     Units Scale Factor Converg.
 CN2994;SPC AL W     -   326,868.633   635,772.888   MT  0.99994911   +0 12 29.1
 CN2994;UTM  16      - 3,645,486.201   489,025.354   MT  0.99960149   -0 03 49.9
 CN2994
 CN2994!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2994!SPC AL W     -   0.99998500  x   0.99994911  =   0.99993412
 CN2994!UTM  16      -   0.99998500  x   0.99960149  =   0.99958650
 CN2994
 CN2994|---------------------------------------------------------------------|
 CN2994| PID    Reference Object                     Distance      Geod. Az  |
 CN2994|                                                           dddmmss.s |
 CN2994| CN3235 CENTERVILLE 2                        40.623 METERS 14105     |
 CN2994| CN3001 CAHABA                              APPROX.17.0 KM 1975654.2 |
 CN2994| CG1322 CENTERVILLE RM 1                     22.695 METERS 20013     |
 CN2994| CN3236 CENTERVILLE 2 RM 3                  157.645 METERS 23119     |
 CN2994| CN3010 CENTERVILLE BELCHER LMBR TANK       APPROX. 2.9 KM 2481432.7 |
 CN2994| CN3007 BRENT OLON BELCHER LMBR TANK        APPROX. 5.0 KM 2551252.1 |
 CN2994| CN3006 BRENT ND CASS CO TANK               APPROX. 5.0 KM 2553452.0 |
 CN2994| CN3009 CENTERVILLE COURTHOUSE DOME         APPROX. 1.7 KM 2615700.8 |
 CN2994| CN3008 CENTERVILLE MUN TANK                APPROX. 1.7 KM 2635328.2 |
 CN2994| CG1323 CENTERVILLE RM 2                     19.106 METERS 27255     |
 CN2994|---------------------------------------------------------------------|
 CN2994
 CN2994                          SUPERSEDED SURVEY CONTROL
 CN2994
 CN2994  NAD 83(1986)-  32 56 51.43854(N)    087 07 02.68767(W) AD(       ) 1
 CN2994  NAD 27      -  32 56 50.99426(N)    087 07 02.70466(W) AD(       ) 1
 CN2994  NGVD 29 (07/19/86)  124.6    (m)          409.     (f) VERT ANG       
 CN2994
 CN2994.Superseded values are not recommended for survey control.
 CN2994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2994.See file dsdata.txt to determine how the superseded data were derived.
 CN2994
 CN2994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8902545486(NAD 83)
 CN2994_MARKER: DS = TRIANGULATION STATION DISK
 CN2994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2994_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN2994_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN2994
 CN2994  HISTORY     - Date     Condition        Report By
 CN2994  HISTORY     - 1970     MONUMENTED       NGS
 CN2994  HISTORY     - 1982     SEE DESCRIPTION  NGS
 CN2994
 CN2994                          STATION DESCRIPTION
 CN2994
 CN2994'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 CN2994'THE STATION IS LOCATED 1 MILE EAST OF DOWNTOWN CENTERVILLE, AT THE
 CN2994'CITY STANDPIPE, ON A 50 X 150 FOOT FENCED-IN PLOT WHICH IS
 CN2994'SURROUNDED BY PASTURELAND.
 CN2994'
 CN2994'TO REACH THE STATION FROM THE POST OFFICE IN CENTERVILLE, GO EAST
 CN2994'ON EAST WALNUT STREET FOR 1.0 MILE TO ITS JUNCTION WITH THOMPSON
 CN2994'STREET ON THE LEFT.  TURN LEFT AND GO NORTH ON THE PAVED STREET FOR
 CN2994'0.05 MILE TO A FORK.  KEEP RIGHT AND GO NORTHEAST ON THE PAVED,
 CN2994'THEN DIRT ROAD FOR 0.1 MILE TO A DRIVEWAY AND GATE ON THE RIGHT.
 CN2994'TURN RIGHT AND GO ABOUT 40 FEET TO THE STATION AS DESCRIBED.
 CN2994'
 CN2994'THE STATION MARKS ARE STANDARD DISKS STAMPED CENTERVILLE 1970.
 CN2994'THE SURFACE DISK IS SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE
 CN2994'MONUMENT WHICH IS FLUSH WITH THE GROUND.  IT IS 75.2 FEET NORTH OF
 CN2994'THE LADDER OF THE STANDPIPE, 45.6 FEET SOUTH OF A LONE 12-INCH TREE,
 CN2994'43 FEET EAST OF THE CENTER OF THE GATE, AND 10.7 FEET SOUTHWEST OF
 CN2994'THE WIRE FENCE ON THE EAST SIDE OF THE PLOT.  THE UNDERGROUND DISK
 CN2994'IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW
 CN2994'GROUND.
 CN2994'
 CN2994'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CENTERVILLE NO 1 1970,
 CN2994'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 CN2994'FLUSH WITH THE GROUND.  IT IS 86 FEET SOUTH OF THE GATE CENTER, 31
 CN2994'FEET WEST-NORTHWEST OF THE STANDPIPE LADDER, 1.0 FOOT EAST OF THE
 CN2994'WIRE FENCE ON THE WEST SIDE OF THE PLOT, AND LEVEL WITH THE
 CN2994'STATION.
 CN2994'
 CN2994'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CENTERVILLE NO 2 1970,
 CN2994'SET IN THE TOP OF A 10-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS
 CN2994'FLUSH WITH THE GROUND.  IT IS 42.5 FEET WEST OF THE GATE CENTER,
 CN2994'34 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE DIRT ROAD, 1 FOOT
 CN2994'NORTH OF THE WIRE FENCE ON THE NORTH SIDE OF THE PASTURE, 3 FEET
 CN2994'LOWER THAN THE STATION AND 2 FEET HIGHER THAN THE ROAD.
 CN2994'
 CN2994'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 CN2994'
 CN2994'HEIGHT OF LIGHT ABOVE STATION MARK 26.7 METERS.
 CN2994
 CN2994                          STATION RECOVERY (1982)
 CN2994
 CN2994'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CN2994'THE STATION, REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD
 CN2994'CONDITION AS PREVIOUSLY DESCRIBED IN 1970.  THE STATION IS GOING TO
 CN2994'BE DESTROYED BY CONSTRUCTION OF A NEW WATER TANK.  A COMPLETE NEW
 CN2994'STATION CENTERVILLE 2 WAS ESTABLISHED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3235 ***********************************************************************
 CN3235  DESIGNATION -  CENTERVILLE 2
 CN3235  PID         -  CN3235
 CN3235  STATE/COUNTY-  AL/BIBB
 CN3235  USGS QUAD   -  CENTREVILLE EAST (1983)
 CN3235
 CN3235                         *CURRENT SURVEY CONTROL
 CN3235  ___________________________________________________________________
 CN3235* NAD 83(1992)-  32 56 50.40489(N)    087 07 01.70194(W)     ADJUSTED  
 CN3235* NAVD 88     -       125.0    (meters)     410.     (feet)  VERTCON   
 CN3235  ___________________________________________________________________
 CN3235  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CN3235  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CN3235
 CN3235  HORZ ORDER  -  FIRST
 CN3235
 CN3235.The horizontal coordinates were established by classical geodetic methods
 CN3235.and adjusted by the National Geodetic Survey in December 1992..
 CN3235
 CN3235.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3235.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3235
 CN3235.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3235
 CN3235.The geoid height was determined by GEOID03.
 CN3235
 CN3235;                    North         East     Units Scale Factor Converg.
 CN3235;SPC AL W     -   326,837.117   635,798.516   MT  0.99994913   +0 12 29.6
 CN3235;UTM  16      - 3,645,454.575   489,050.823   MT  0.99960148   -0 03 49.4
 CN3235
 CN3235!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3235!SPC AL W     -   0.99998494  x   0.99994913  =   0.99993407
 CN3235!UTM  16      -   0.99998494  x   0.99960148  =   0.99958642
 CN3235
 CN3235|---------------------------------------------------------------------|
 CN3235| PID    Reference Object                     Distance      Geod. Az  |
 CN3235|                                                           dddmmss.s |
 CN3235| CN3236 CENTERVILLE 2 RM 3                  162.950 METERS 24545     |
 CN3235| CS7065 CENTERVILLE 2 RM 4                   13.240 METERS 24911     |
 CN3235| CS7188 CENTERVILLE 2 RM 5                   12.723 METERS 30833     |
 CN3235| CN2994 CENTERVILLE                          40.623 METERS 32105     |
 CN3235|---------------------------------------------------------------------|
 CN3235
 CN3235                          SUPERSEDED SURVEY CONTROL
 CN3235
 CN3235  NAD 83(1986)-  32 56 50.41244(N)    087 07 01.70539(W) AD(       ) 1
 CN3235  NGVD 29 (09/30/92)  125.0    (m)          410.     (f) VERT ANG       
 CN3235
 CN3235.Superseded values are not recommended for survey control.
 CN3235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3235.See file dsdata.txt to determine how the superseded data were derived.
 CN3235
 CN3235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8905145455(NAD 83)
 CN3235_MARKER: DS = TRIANGULATION STATION DISK
 CN3235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3235_STAMPING: CENTERVILLE 2 1982
 CN3235_MARK LOGO: NGS   
 CN3235_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CN3235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3235+STABILITY: SURFACE MOTION
 CN3235
 CN3235  HISTORY     - Date     Condition        Report By
 CN3235  HISTORY     - 1982     MONUMENTED       NGS
 CN3235
 CN3235                          STATION DESCRIPTION
 CN3235
 CN3235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CN3235'THE STATION IS LOCATED 1 MI (1.61 KM) EAST OF DOWNTOWN CENTREVILLE,
 CN3235'THE SITE OF THE MUNICIPAL STANDPIPE AND NEW WATER TANK, ON PROPERTY OF
 CN3235'R C BROWN.  TO REACH FROM THE POST OFFICE IN CENTREVILLE, GO EAST ON
 CN3235'WALNUT STREET FOR 1.0 MI (1.61 KM) TO THOMPSON STREET ON THE LEFT,
 CN3235'TURN LEFT ABOUT 100 FT (30.48 M) TO REFERENCE MARK NO 3 ON THE RIGHT,
 CN3235'CONTINUE AHEAD ON THOMPSON STREET FOR 0.05 MI (0.08 KM) TO A FORK,
 CN3235'TAKE THE RIGHT FORK FOR 0.1 MI (0.16 KM) TO DRIVEWAY AND GATE ON THE
 CN3235'RIGHT AND STATION AS DESCRIBED. THE STATION MARKS ARE STANDARD NGS
 CN3235'DISKS, DISKS, STAMPED CENTERVILLE 2 1982.  THE SURFACE MARK IS SET ON
 CN3235'THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 4.88 M
 CN3235'(16.01 FT) EAST OF THE SOUTHEAST CORNER OF FENCED LOT AROUND TANKS,
 CN3235'4.54 M (14.89 FT) EAST NORTHEAST OF A POWERPOLE WITH TRANSFORMER AND
 CN3235'17.68 M (58.01 FT) EAST SOUTHEAST OF STANDPIPE AT OUTLET PIPE ON SOUTH
 CN3235'SIDE OF STANDPIPE. REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED
 CN3235'CENTERVILLE 2 NO 3 1982, SET IN TOP OF A ROUND CONCRETE POST, FLUSH
 CN3235'WITH THE GROUND.  IT IS 0.1 MI (0.16 KM) WEST-SOUTHWEST OF THE
 CN3235'STATION, 31.70 M (104.00 FT) NORTH OF THE CENTER OF WALNUT STREET,
 CN3235'6.70 M (21.98 FT) EAST OF THE CENTER OF THOMPSON STREET, 26.88 M
 CN3235'(88.19 FT) EAST OF THE NORTHEAST CORNER OF PORCH OF HOUSE, 26.52 M
 CN3235'(87.01 FT) NORTH-NORTHEAST OF A POWER POLE, 4.45 M (14.60 FT) NORTH OF
 CN3235'A FENCE CORNER AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND
 CN3235'SIGN SET IN FENCELINE. REFERENCE MARK NO 4 IS A STANDARD NGS DISK,
 CN3235'STAMPED CENTERVILLE 2 NO 4 1982, SET IN THE TOP OF A ROUND CONCRETE
 CN3235'POST, FLUSH WITH THE GROUND.  IT IS ON CITY PROPERTY, 19.20 M (62.99
 CN3235'FT) EAST OF THE SOUTHWEST CORNER OF FENCED LOT, 8.53 M (27.99 FT) WEST
 CN3235'OF THE SOUTHEAST CORNER OF FENCED LOT, 8.66 M (28.41 FT) WEST OF POWER
 CN3235'POLE WITH TRANSFORMER, 6.61 M (21.69 FT) SOUTH SOUTHEAST OF STANDPIPE
 CN3235'AT OUTLET PIPE AND 0.30 M (0.98 FT) NORTH OF A METAL WITNESS POST AND
 CN3235'SIGN IN FENCELINE. REFERENCE MARK NO 5 IS A STANDARD NGS DISK, STAMPED
 CN3235'CENTERVILLE 2 NO 5 1982, SET IN THE TOP OF A ROUND CONCRETE POST,
 CN3235'FLUSH WITH THE GROUND.  IT IS ON CITY PROPERTY, 11.89 M (39.01 FT)
 CN3235'NORTH OF POWER POLE WITH TRANSFORMER, 10.97 M (35.99 FT) NORTH OF THE
 CN3235'SOUTHEAST CORNER OF FENCED LOT, 4.94 M (16.21 FT) EAST OF OLD
 CN3235'STANDPIPE AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND SIGN
 CN3235'IN FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3236 ***********************************************************************
 CN3236  DESIGNATION -  CENTERVILLE 2 RM 3
 CN3236  PID         -  CN3236
 CN3236  STATE/COUNTY-  AL/BIBB
 CN3236  USGS QUAD   -  CENTREVILLE EAST (1983)
 CN3236
 CN3236                         *CURRENT SURVEY CONTROL
 CN3236  ___________________________________________________________________
 CN3236* NAD 83(1992)-  32 56 48.23259(N)    087 07 07.42187(W)     ADJUSTED  
 CN3236* NAVD 88     -       119.9    (meters)     393.     (feet)  VERTCON   
 CN3236  ___________________________________________________________________
 CN3236  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 CN3236  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CN3236
 CN3236  HORZ ORDER  -  THIRD
 CN3236
 CN3236.The horizontal coordinates were established by classical geodetic methods
 CN3236.and adjusted by the National Geodetic Survey in December 1992..
 CN3236
 CN3236.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3236.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3236
 CN3236.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3236
 CN3236.The geoid height was determined by GEOID03.
 CN3236
 CN3236;                    North         East     Units Scale Factor Converg.
 CN3236;SPC AL W     -   326,769.661   635,650.194   MT  0.99994900   +0 12 26.5
 CN3236;UTM  16      - 3,645,387.847   488,902.234   MT  0.99960152   -0 03 52.5
 CN3236
 CN3236!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3236!SPC AL W     -   0.99998574  x   0.99994900  =   0.99993474
 CN3236!UTM  16      -   0.99998574  x   0.99960152  =   0.99958727
 CN3236
 CN3236                          SUPERSEDED SURVEY CONTROL
 CN3236
 CN3236  NAD 83(1986)-  32 56 48.24013(N)    087 07 07.42532(W) AD(       ) 3
 CN3236  NGVD 29 (09/30/92)  119.9    (m)          393.     (f) VERT ANG       
 CN3236
 CN3236.Superseded values are not recommended for survey control.
 CN3236.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3236.See file dsdata.txt to determine how the superseded data were derived.
 CN3236
 CN3236_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8890245388(NAD 83)
 CN3236_MARKER: DR = REFERENCE MARK DISK
 CN3236_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3236_STAMPING: CENTERVILLE 2 NO 3 1982
 CN3236_MARK LOGO: NGS   
 CN3236_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CN3236_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3236+STABILITY: SURFACE MOTION
 CN3236
 CN3236  HISTORY     - Date     Condition        Report By
 CN3236  HISTORY     - 1982     MONUMENTED       NGS
 CN3236
 CN3236                          STATION DESCRIPTION
 CN3236
 CN3236'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CN3236'THE MARK IS LOCATED 1 MI (1.61 KM) EAST OF DOWNTOWN CENTREVILLE, AT
 CN3236'THE JUNCTION OF WALNUT AND THOMPSON STREETS.  TO REACH FROM THE POST
 CN3236'OFFICE IN CENTREVILLE, GO EAST ON WALNUT STREET FOR 1.0 MI (1.61 KM)
 CN3236'TO THOMPSON ST ON THE LEFT AND MARK. REFERENCE MARK NO 3 IS A STANDARD
 CN3236'NGS DISK, STAMPED CENTERVILLE 2 NO 3 1982, SET IN TOP OF A ROUND
 CN3236'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 0.1 MI (0.16 KM)
 CN3236'WEST-SOUTHWEST OF STATION CENTERVILLE 2 1982, 31.7 M (104.00 FT) NORTH
 CN3236'OF THE CENTER OF WALNUT STREET, 6.7 M (21.98 FT) EAST OF THE CENTER OF
 CN3236'THOMPSON STREET, 26.88 M (88.19 FT) EAST OF THE NORTHEAST CORNER OF
 CN3236'PORCH OF HOUSE, 26.5 M (86.94 FT) NORTH NORTHEAST OF A POWER POLE,
 CN3236'4.45 M (14.60 FT) NORTH OF A FENCE CORNER AND 0.30 M (0.98 FT) WEST OF
 CN3236'A METAL WITNESS POST AND SIGN SET IN FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3010 ***********************************************************************
 CN3010  DESIGNATION -  CENTERVILLE BELCHER LMBR TANK
 CN3010  PID         -  CN3010
 CN3010  STATE/COUNTY-  AL/BIBB
 CN3010  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN3010
 CN3010                         *CURRENT SURVEY CONTROL
 CN3010  ___________________________________________________________________
 CN3010* NAD 83(1992)-  32 56 16.83103(N)    087 08 45.45734(W)     ADJUSTED  
 CN3010* NAVD 88     -                                                        
 CN3010  ___________________________________________________________________
 CN3010  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 CN3010  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CN3010
 CN3010  HORZ ORDER  -  THIRD
 CN3010
 CN3010.The horizontal coordinates were established by classical geodetic methods
 CN3010.and adjusted by the National Geodetic Survey in December 1992..
 CN3010
 CN3010
 CN3010.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3010
 CN3010.The geoid height was determined by GEOID03.
 CN3010
 CN3010;                    North         East     Units Scale Factor Converg.
 CN3010;SPC AL W     -   325,793.459   633,107.139   MT  0.99994684   +0 11 33.0
 CN3010;UTM  16      - 3,644,424.058   486,355.457   MT  0.99960230   -0 04 45.7
 CN3010
 CN3010                          SUPERSEDED SURVEY CONTROL
 CN3010
 CN3010  NAD 83(1986)-  32 56 16.83866(N)    087 08 45.46073(W) AD(       ) 4
 CN3010  NAD 27      -  32 56 16.39375(N)    087 08 45.47493(W) AD(       ) 3
 CN3010
 CN3010.Superseded values are not recommended for survey control.
 CN3010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3010.See file dsdata.txt to determine how the superseded data were derived.
 CN3010
 CN3010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8635544424(NAD 83)
 CN3010_MARKER: 53 = ELEVATED TANK
 CN3010
 CN3010  HISTORY     - Date     Condition        Report By
 CN3010  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN3010
 CN3010                          STATION DESCRIPTION
 CN3010
 CN3010'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN3010'THE CENTERVILLE BELCHER LUMBER COMPANY WATER TANK IS LOCATED ABOUT
 CN3010'0.75 MILE SOUTHWEST OF THE CENTER OF CENTERVILLE AND IS OWNED BY THE
 CN3010'BELCHER LUMBER COMPANY.
 CN3010'
 CN3010'THE TANK IS PAINTED SILVER, OVAL SHAPED AND IS SUPPORTED BY 6 ROUND
 CN3010'STEEL LEGS.  THE APPROXIMATE HEIGHT IS 140 FEET.
 CN3010'
 CN3010'THE POINT INTERSECTED WAS THE CAP ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3009 ***********************************************************************
 CN3009  DESIGNATION -  CENTERVILLE COURTHOUSE DOME
 CN3009  PID         -  CN3009
 CN3009  STATE/COUNTY-  AL/BIBB
 CN3009  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN3009
 CN3009                         *CURRENT SURVEY CONTROL
 CN3009  ___________________________________________________________________
 CN3009* NAD 83(1992)-  32 56 43.62617(N)    087 08 08.09517(W)     ADJUSTED  
 CN3009* NAVD 88     -                                                        
 CN3009  ___________________________________________________________________
 CN3009  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CN3009  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CN3009
 CN3009  HORZ ORDER  -  THIRD
 CN3009
 CN3009.The horizontal coordinates were established by classical geodetic methods
 CN3009.and adjusted by the National Geodetic Survey in December 1992..
 CN3009
 CN3009
 CN3009.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3009
 CN3009.The geoid height was determined by GEOID03.
 CN3009
 CN3009;                    North         East     Units Scale Factor Converg.
 CN3009;SPC AL W     -   326,622.184   634,074.798   MT  0.99994764   +0 11 53.5
 CN3009;UTM  16      - 3,645,247.897   487,326.702   MT  0.99960198   -0 04 25.4
 CN3009
 CN3009                          SUPERSEDED SURVEY CONTROL
 CN3009
 CN3009  NAD 83(1986)-  32 56 43.63376(N)    087 08 08.09861(W) AD(       ) 4
 CN3009  NAD 27      -  32 56 43.18953(N)    087 08 08.11437(W) AD(       ) 3
 CN3009
 CN3009.Superseded values are not recommended for survey control.
 CN3009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3009.See file dsdata.txt to determine how the superseded data were derived.
 CN3009
 CN3009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8732745248(NAD 83)
 CN3009_MARKER: 87 = DOME
 CN3009
 CN3009  HISTORY     - Date     Condition        Report By
 CN3009  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN3009
 CN3009                          STATION DESCRIPTION
 CN3009
 CN3009'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN3009'THE CENTERVILLE COURTHOUSE DOME IS LOCATED IN THE CENTER OF
 CN3009'CENTERVILLE.  IT IS THE DOME ATOP THE COURTHOUSE, PAINTED WHITE AND
 CN3009'IS APPROXIMATELY 100 FEET HIGH.  THE POINT INTERSECTED WAS THE TOP
 CN3009'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2995 ***********************************************************************
 CN2995  DESIGNATION -  CENTERVILLE MUN STANDPIPE
 CN2995  PID         -  CN2995
 CN2995  STATE/COUNTY-  AL/BIBB
 CN2995  USGS QUAD   -  CENTREVILLE EAST (1983)
 CN2995
 CN2995                         *CURRENT SURVEY CONTROL
 CN2995  ___________________________________________________________________
 CN2995* NAD 83(1992)-  32 56 50.54612(N)    087 07 02.46943(W)     ADJUSTED  
 CN2995* NAVD 88     -                                                        
 CN2995  ___________________________________________________________________
 CN2995  LAPLACE CORR-           1.37  (seconds)                    DEFLEC99
 CN2995  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CN2995
 CN2995  HORZ ORDER  -  THIRD
 CN2995
 CN2995.The horizontal coordinates were established by classical geodetic methods
 CN2995.and adjusted by the National Geodetic Survey in December 1992..
 CN2995
 CN2995
 CN2995.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2995
 CN2995.The geoid height was determined by GEOID03.
 CN2995
 CN2995;                    North         East     Units Scale Factor Converg.
 CN2995;SPC AL W     -   326,841.395   635,778.566   MT  0.99994911   +0 12 29.2
 CN2995;UTM  16      - 3,645,458.946   489,030.901   MT  0.99960148   -0 03 49.8
 CN2995
 CN2995                          SUPERSEDED SURVEY CONTROL
 CN2995
 CN2995  NAD 83(1986)-  32 56 50.55352(N)    087 07 02.47381(W) AD(       ) 4
 CN2995  NAD 27      -  32 56 50.10952(N)    087 07 02.48985(W) AD(       ) 3
 CN2995
 CN2995.Superseded values are not recommended for survey control.
 CN2995.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2995.See file dsdata.txt to determine how the superseded data were derived.
 CN2995
 CN2995_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8903145459(NAD 83)
 CN2995_MARKER: 52 = STANDPIPE TANK
 CN2995
 CN2995  HISTORY     - Date     Condition        Report By
 CN2995  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN2995
 CN2995                          STATION DESCRIPTION
 CN2995
 CN2995'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2995'THE CENTERVILLE MUNICIPAL STANDPIPE IS LOCATED 1 MILE EAST OF
 CN2995'DOWNTOWN CENTERVILLE, ON A 75X150 FOOT FENCED-IN PLOT OWNED BY THE
 CN2995'TOWN, AT THE SITE OF TRIANGULATION STATION CENTERVILLE.
 CN2995'
 CN2995'TO REACH THE STANDPIPE FROM THE CENTERVILLE POST OFFICE, GO EAST ON
 CN2995'EAST WALNUT STREET FOR 1.0 MILE TO ITS JUNCTION WITH THOMPSON STREET
 CN2995'ON THE LEFT.  TURN LEFT AND GO NORTH ON THE PAVED STREET FOR 0.05
 CN2995'MILE TO A FORK.  KEEP RIGHT AND GO NORTHEAST ON THE PAVED, THEN DIRT
 CN2995'ROAD FOR 0.1 MILE TO A GATE ON THE RIGHT AND THE STATION.
 CN2995'
 CN2995'THE POINT INTERSECTED IS THE CENTER OF THE CAP AT THE APEX OF THE
 CN2995'SILVER, 32 FOOT HIGH STANDPIPE.
 CN2995'
 CN2995'THE CENTER OF THE STANDPIPE IS 91.3 FEET, 27.82 METERS SOUTH OF
 CN2995'STATION CENTERVILLE, AND 46.2 FEET, 15.17 METERS EAST-SOUTHEAST OF
 CN2995'REFERENCE MARK CENTERVILLE NO 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3008 ***********************************************************************
 CN3008  DESIGNATION -  CENTERVILLE MUN TANK
 CN3008  PID         -  CN3008
 CN3008  STATE/COUNTY-  AL/BIBB
 CN3008  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN3008
 CN3008                         *CURRENT SURVEY CONTROL
 CN3008  ___________________________________________________________________
 CN3008* NAD 83(1992)-  32 56 45.54725(N)    087 08 07.83287(W)     ADJUSTED  
 CN3008* NAVD 88     -                                                        
 CN3008  ___________________________________________________________________
 CN3008  LAPLACE CORR-           1.40  (seconds)                    DEFLEC99
 CN3008  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CN3008
 CN3008  HORZ ORDER  -  THIRD
 CN3008
 CN3008.The horizontal coordinates were established by classical geodetic methods
 CN3008.and adjusted by the National Geodetic Survey in December 1992..
 CN3008
 CN3008
 CN3008.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3008
 CN3008.The geoid height was determined by GEOID03.
 CN3008
 CN3008;                    North         East     Units Scale Factor Converg.
 CN3008;SPC AL W     -   326,681.386   634,081.406   MT  0.99994765   +0 11 53.6
 CN3008;UTM  16      - 3,645,307.046   487,333.589   MT  0.99960198   -0 04 25.3
 CN3008
 CN3008                          SUPERSEDED SURVEY CONTROL
 CN3008
 CN3008  NAD 83(1986)-  32 56 45.55484(N)    087 08 07.83631(W) AD(       ) 4
 CN3008  NAD 27      -  32 56 45.11067(N)    087 08 07.85207(W) AD(       ) 3
 CN3008
 CN3008.Superseded values are not recommended for survey control.
 CN3008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3008.See file dsdata.txt to determine how the superseded data were derived.
 CN3008
 CN3008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8733445307(NAD 83)
 CN3008_MARKER: 53 = ELEVATED TANK
 CN3008
 CN3008  HISTORY     - Date     Condition        Report By
 CN3008  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN3008
 CN3008                          STATION DESCRIPTION
 CN3008
 CN3008'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN3008'THE CENTERVILLE MUNICIPAL WATER TANK IS LOCATED JUST NORTH OF THE
 CN3008'COURTHOUSE IN CENTERVILLE.  THE TANK IS CYLINDRICAL WITH A CONICAL
 CN3008'ROOF AND ELLIPSOIDAL BOTTOM SUPPORTED BY 4 BRIDGED-STEEL LEGS.  IT
 CN3008'IS PAINTED SILVER, APPROXIMATELY 115 FEET HIGH AND THE POINT
 CN3008'INTERSECTED WAS THE BALL AT THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2281 ***********************************************************************
 EE2281  DESIGNATION -  CENTPORT
 EE2281  PID         -  EE2281
 EE2281  STATE/COUNTY-  AL/CHEROKEE
 EE2281  USGS QUAD   -  CENTRE (1986)
 EE2281
 EE2281                         *CURRENT SURVEY CONTROL
 EE2281  ___________________________________________________________________
 EE2281* NAD 83(1992)-  34 09 36.09189(N)    085 38 23.36990(W)     ADJUSTED  
 EE2281* NAVD 88     -       183.7    (meters)     603.     (feet)  VERTCON   
 EE2281  ___________________________________________________________________
 EE2281  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 EE2281  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE2281
 EE2281  HORZ ORDER  -  THIRD
 EE2281
 EE2281.This mark is at Centre Airport (C22)
 EE2281
 EE2281.The horizontal coordinates were established by GPS observations
 EE2281.and adjusted by the National Geodetic Survey in December 1992..
 EE2281
 EE2281.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2281.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2281
 EE2281.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2281
 EE2281.The geoid height was determined by GEOID03.
 EE2281
 EE2281;                    North         East     Units Scale Factor Converg.
 EE2281;SPC AL E     -   405,871.038   217,842.934   MT  0.99996392   +0 06 31.2
 EE2281;UTM  16      - 3,780,735.251   625,377.570   MT  0.99979377   +0 45 49.8
 EE2281
 EE2281!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2281!SPC AL E     -   0.99997571  x   0.99996392  =   0.99993963
 EE2281!UTM  16      -   0.99997571  x   0.99979377  =   0.99976949
 EE2281
 EE2281:                Primary Azimuth Mark                     Grid Az
 EE2281:SPC AL E     -  CENTPORT AZ MK                           089 23 21.7
 EE2281:UTM  16      -  CENTPORT AZ MK                           088 44 03.1
 EE2281
 EE2281|---------------------------------------------------------------------|
 EE2281| PID    Reference Object                     Distance      Geod. Az  |
 EE2281|                                                           dddmmss.s |
 EE2281| EE2284 CENTPORT AZ MK                      APPROX. 0.9 KM 0892952.9 |
 EE2281|---------------------------------------------------------------------|
 EE2281
 EE2281                          SUPERSEDED SURVEY CONTROL
 EE2281
 EE2281  NAD 83(1986)-  34 09 36.09775(N)    085 38 23.37199(W) AD(       ) 3
 EE2281  NAD 27      -  34 09 35.75352(N)    085 38 23.50335(W) AD(       ) 3
 EE2281  NGVD 29 (02/20/88)  183.7    (m)          603.     (f) GPS OBS        
 EE2281
 EE2281.Superseded values are not recommended for survey control.
 EE2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2281.See file dsdata.txt to determine how the superseded data were derived.
 EE2281
 EE2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2537880735(NAD 83)
 EE2281_MARKER: DH = HORIZONTAL CONTROL DISK
 EE2281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2281_SP_SET: CONCRETE POST
 EE2281_STAMPING: CENTPORT 1986
 EE2281_MARK LOGO: CGS   
 EE2281_MAGNETIC: N = NO MAGNETIC MATERIAL
 EE2281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2281+STABILITY: SURFACE MOTION
 EE2281_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2281+SATELLITE: SATELLITE OBSERVATIONS - 1987
 EE2281
 EE2281  HISTORY     - Date     Condition        Report By
 EE2281  HISTORY     - 1986     MONUMENTED       NGS
 EE2281  HISTORY     - 1987     GOOD             NGS
 EE2281
 EE2281                          STATION DESCRIPTION
 EE2281
 EE2281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EE2281'THE STATION IS LOCATED ABOUT 5.6 KM (3.5 MI) EAST OF CENTRE AT THE
 EE2281'CENTRE MUNICIPAL AIRPORT BETWEEN THE APRON AND RUNWAY SOUTH OF THE
 EE2281'TERMINAL BUILDING.  OWNERSHIP--PUBLIC/CITY OF CENTRE, 401 E MAIN ST,
 EE2281'CENTRE, AL. 35960, TELEPHONE 205-927-5222.  MANAGER - JOE GREEN, P.O.
 EE2281'BOX 365, CENTRE, AL. 35690, TELEPHONE 205-927-3249.
 EE2281'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 411 AND STATE
 EE2281'HIGHWAY 68 (ALSO CHEROKEE CO. COURTHOUSE) IN CENTRE, GO EAST ON
 EE2281'HIGHWAY 68 FOR 3.3 KM (2.05 MI) TO THE JUNCTION OF STATE HIGHWAY 68
 EE2281'AND COUNTY 118.  TURN RIGHT, SOUTH ON COUNTY 118 FOR 2.2 KM (1.4 MI)
 EE2281'TO A PAVED ROAD RIGHT, WOODLAWN DR.  TURN RIGHT ON WOODLAWN DR, SOUTH
 EE2281'FOR 0.3 KM (0.2 MI) TO AIRPORT ENTRANCE AND APRON STRAIGHT AHEAD AND
 EE2281'TERMINAL BUILDING LEFT.  CONTINUE SOUTH PAST TERMINAL ON APRON FOR
 EE2281'0.1 KM (0.05 MI) TO A SHORT RAMP, GO SOUTH ON RAMP FOR ABOUT 50 FEET
 EE2281'TO STATION ON LEFT.
 EE2281'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 14.6 METERS
 EE2281'(48 FT) SOUTH FROM THE EDGE OF THE SHORT RAMP, 21.1 METERS (69.5 FT)
 EE2281'NORTH FROM THE CENTER OF THE RUNWAY, 21.3 METERS (70 FT) EAST FROM
 EE2281'THE CENTER OF A RAMP AND 37.1 METERS (122 FT) SOUTH FROM THE
 EE2281'SOUTHEAST CORNER OF THE TERMINAL BUILDING.  THE UNDGERGROUND MARK IS
 EE2281'SET 1 METER BELOW THE GROUND.
 EE2281'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 EE2281
 EE2281                          STATION RECOVERY (1987)
 EE2281
 EE2281'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 EE2281'THE STATION WAS RECOVERED AT THIS DATE.
 EE2281'AS DESCRIBED IN THE ALABAMA FAA AIRPORT SURVEY.
 EE2281'
 EE2281'TYPED BY R.L. ZURFLUH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2284 ***********************************************************************
 EE2284  DESIGNATION -  CENTPORT AZ MK
 EE2284  PID         -  EE2284
 EE2284  STATE/COUNTY-  AL/CHEROKEE
 EE2284  USGS QUAD   -  CENTRE (1986)
 EE2284
 EE2284                         *CURRENT SURVEY CONTROL
 EE2284  ___________________________________________________________________
 EE2284* NAD 83(1992)-  34 09 36.35008(N)    085 37 47.72247(W)     ADJUSTED  
 EE2284* NAVD 88     -       188.0    (meters)     617.     (feet)  VERTCON   
 EE2284  ___________________________________________________________________
 EE2284  LAPLACE CORR-          -0.27  (seconds)                    DEFLEC99
 EE2284  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE2284
 EE2284  HORZ ORDER  -  THIRD
 EE2284
 EE2284.This mark is at Centre Airport (C22)
 EE2284
 EE2284.The horizontal coordinates were established by GPS observations
 EE2284.and adjusted by the National Geodetic Survey in December 1992..
 EE2284
 EE2284.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2284.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2284
 EE2284.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2284
 EE2284.The geoid height was determined by GEOID03.
 EE2284
 EE2284;                    North         East     Units Scale Factor Converg.
 EE2284;SPC AL E     -   405,880.769   218,755.965   MT  0.99996433   +0 06 51.2
 EE2284;UTM  16      - 3,780,755.418   626,290.275   MT  0.99979660   +0 46 09.9
 EE2284
 EE2284!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2284!SPC AL E     -   0.99997504  x   0.99996433  =   0.99993937
 EE2284!UTM  16      -   0.99997504  x   0.99979660  =   0.99977164
 EE2284
 EE2284:                Primary Azimuth Mark                     Grid Az
 EE2284:SPC AL E     -  CENTPORT                                 269 23 21.7
 EE2284:UTM  16      -  CENTPORT                                 268 44 03.0
 EE2284
 EE2284|---------------------------------------------------------------------|
 EE2284| PID    Reference Object                     Distance      Geod. Az  |
 EE2284|                                                           dddmmss.s |
 EE2284| EE2281 CENTPORT                            APPROX. 0.9 KM 2693012.9 |
 EE2284|---------------------------------------------------------------------|
 EE2284
 EE2284                          SUPERSEDED SURVEY CONTROL
 EE2284
 EE2284  NAD 83(1986)-  34 09 36.35593(N)    085 37 47.72456(W) AD(       ) 3
 EE2284  NAD 27      -  34 09 36.01156(N)    085 37 47.85701(W) AD(       ) 3
 EE2284  NGVD 29 (02/20/88)  188.0    (m)          617.     (f) GPS OBS        
 EE2284
 EE2284.Superseded values are not recommended for survey control.
 EE2284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2284.See file dsdata.txt to determine how the superseded data were derived.
 EE2284
 EE2284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2629080755(NAD 83)
 EE2284_MARKER: DZ = AZIMUTH MARK DISK
 EE2284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2284_SP_SET: CONCRETE POST
 EE2284_STAMPING: CENTPORT 1987
 EE2284_MARK LOGO: CGS   
 EE2284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE2284+STABILITY: SURFACE MOTION
 EE2284_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE2284+SATELLITE: SATELLITE OBSERVATIONS - June 21, 1987
 EE2284
 EE2284  HISTORY     - Date     Condition        Report By
 EE2284  HISTORY     - 1986     MONUMENTED       NGS
 EE2284  HISTORY     - 19870621 GOOD
 EE2284
 EE2284                          STATION DESCRIPTION
 EE2284
 EE2284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EE2284'THE STAION IS LOCATED ABOUT 5.6 KM (3.5 MI) EAST OF CENTRE AT THE
 EE2284'CENTRE MUNICIPAL AIRPORT WEST OF A TURN AROUND AT THE END OF RUNWAY
 EE2284'27.  OWNERSHIP--PUBLIC/CITY OF CENTRE, 401 E MAIN ST, CENTRE, AL.
 EE2284'35960, TELEPHONE 205-927-5222.  MANAGER - JOE GREE, P.O. BOX 365,
 EE2284'CENTRE, AL. 35960, TELEPHONE 205-927-3249.
 EE2284'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 411 AND STATE
 EE2284'HIGHWAY 68 (ALSO CHEROKEE CO COURTHOUSE) IN CENTRE, GO EAST ON
 EE2284'HIGHWAY 68 FOR 3.3 KM (2.05 MI) TO THE JUNCTION OF HIGHWAY 68 AND
 EE2284'COUNTY 118.  TURN RIGHT, SOUTH ON COUNTY 118 FOR 2.2 KM (1.4 MI) TO
 EE2284'A PAVED ROAD RIGHT, WOODLAWN DR.  TURN RIGHT ON WOODLAWN DR FOR
 EE2284'0.3 KM (0.2 MI) TO AIRPORT ENTRANCE AND APRON STRAIGHT AHEAD AND
 EE2284'TERMINAL BUILDING LEFT.  CONTINUE SOUTH PAST TERMINAL ON APRON FOR
 EE2284'0.1 KM (0.05 MI) TO A SHORT RAMP.  CONTINUE SOUTH ON RAMP PAST
 EE2284'STATION CENTPORT ON LEFT TO THE RUNWAY.  TURN LEFT, EAST ON RUNWAY
 EE2284'FOR 0.9 KM (0.55 MI) TO STATION ON LEFT NEAR A TURN AROUND AT THE
 EE2284'END OF RUNWAY 27.
 EE2284'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 14.9 METERS
 EE2284'(49 FT) WEST FROM THE WEST EDGE OF TURN AROUND, 23.4 METERS (77 FT)
 EE2284'NORTH FROM THE CENTER OF RUNWAY 27 AND 45.4 METERS (149 FT)
 EE2284'NORTHWEST FROM THE CENTER OF THE END OF RUNWAY 27.  THE UNDERGROUND
 EE2284'MARK IS SET 1 METER BELOW THE GROUND.
 EE2284'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 EE2284
 EE2284                          STATION RECOVERY (1987)
 EE2284
 EE2284'RECOVERED 1987
 EE2284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0034 ***********************************************************************
 CN0034  DESIGNATION -  CENTRAL
 CN0034  PID         -  CN0034
 CN0034  STATE/COUNTY-  AL/ELMORE
 CN0034  USGS QUAD   -  ECLECTIC (1984)
 CN0034
 CN0034                         *CURRENT SURVEY CONTROL
 CN0034  ___________________________________________________________________
 CN0034* NAD 83(1986)-  32 40 58.     (N)    086 05 51.     (W)     SCALED    
 CN0034* NAVD 88     -       194.471  (meters)     638.03   (feet)  ADJUSTED  
 CN0034  ___________________________________________________________________
 CN0034  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CN0034  DYNAMIC HT  -         194.243 (meters)     637.28  (feet)  COMP
 CN0034  MODELED GRAV-     979,462.6   (mgal)                       NAVD 88
 CN0034
 CN0034  VERT ORDER  -  SECOND    CLASS 0
 CN0034
 CN0034.The horizontal coordinates were scaled from a topographic map and have
 CN0034.an estimated accuracy of +/- 6 seconds.
 CN0034
 CN0034.The orthometric height was determined by differential leveling
 CN0034.and adjusted by the National Geodetic Survey in June 1991..
 CN0034
 CN0034.The geoid height was determined by GEOID03.
 CN0034
 CN0034.The dynamic height is computed by dividing the NAVD 88
 CN0034.geopotential number by the normal gravity value computed on the
 CN0034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0034.degrees latitude (g = 980.6199 gals.).
 CN0034
 CN0034.The modeled gravity was interpolated from observed gravity values.
 CN0034
 CN0034;                    North         East    Units  Estimated Accuracy
 CN0034;SPC AL E     -   242,050.      175,230.      MT  (+/- 180 meters Scaled)
 CN0034
 CN0034                          SUPERSEDED SURVEY CONTROL
 CN0034
 CN0034  NGVD 29 (??/??/92)  194.452  (m)          637.96   (f) ADJ UNCH    2 0
 CN0034
 CN0034.Superseded values are not recommended for survey control.
 CN0034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0034.See file dsdata.txt to determine how the superseded data were derived.
 CN0034
 CN0034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB846164(NAD 83)
 CN0034_MARKER: DB = BENCH MARK DISK
 CN0034_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0034_SP_SET: WALL
 CN0034_STAMPING: CENTRAL 1943
 CN0034_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0034_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN0034+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 CN0034
 CN0034  HISTORY     - Date     Condition        Report By
 CN0034  HISTORY     - 1943     MONUMENTED       CGS
 CN0034  HISTORY     - 20040412 GOOD             ALHD
 CN0034
 CN0034                          STATION DESCRIPTION
 CN0034
 CN0034'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0034'IN CENTRAL.
 CN0034'AT CENTRAL, ELMORE COUNTY, AT THE JUNIOR HIGH SCHOOL, IN THE NORTH
 CN0034'WALL, 0.8 FOOT WEST OF THE NORTHEAST CORNER OF THE BUILDING, AND 2
 CN0034'FEET ABOVE THE GROUND.  A STANDARD DISK, STAMPED CENTRAL 1943 AND SET
 CN0034'VERTICALLY.
 CN0034
 CN0034                          STATION RECOVERY (2004)
 CN0034
 CN0034'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CN0034'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2938 ***********************************************************************
 CN2938  DESIGNATION -  CENTRAL
 CN2938  PID         -  CN2938
 CN2938  STATE/COUNTY-  AL/ELMORE
 CN2938  USGS QUAD   -  ECLECTIC (1984)
 CN2938
 CN2938                         *CURRENT SURVEY CONTROL
 CN2938  ___________________________________________________________________
 CN2938* NAD 83(1992)-  32 41 37.66673(N)    086 04 13.35701(W)     ADJUSTED  
 CN2938* NAVD 88     -       207.     (meters)     679.     (feet)  SCALED    
 CN2938  ___________________________________________________________________
 CN2938  LAPLACE CORR-          -1.11  (seconds)                    DEFLEC99
 CN2938  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CN2938
 CN2938  HORZ ORDER  -  SECOND
 CN2938
 CN2938.The horizontal coordinates were established by classical geodetic methods
 CN2938.and adjusted by the National Geodetic Survey in December 1992..
 CN2938
 CN2938.The orthometric height was scaled from a topographic map.
 CN2938
 CN2938.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2938
 CN2938.The geoid height was determined by GEOID03.
 CN2938
 CN2938;                    North         East     Units Scale Factor Converg.
 CN2938;SPC AL E     -   243,262.896   177,772.172   MT  0.99996609   -0 07 40.9
 CN2938;UTM  16      - 3,617,723.879   587,141.845   MT  0.99969363   +0 30 07.8
 CN2938
 CN2938!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2938!SPC AL E     -   0.99997204  x   0.99996609  =   0.99993813
 CN2938!UTM  16      -   0.99997204  x   0.99969363  =   0.99966568
 CN2938
 CN2938                          SUPERSEDED SURVEY CONTROL
 CN2938
 CN2938  NAD 83(1986)-  32 41 37.67538(N)    086 04 13.36258(W) AD(       ) 2
 CN2938  NAD 27      -  32 41 37.21000(N)    086 04 13.48600(W) AD(       ) 2
 CN2938
 CN2938.Superseded values are not recommended for survey control.
 CN2938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2938.See file dsdata.txt to determine how the superseded data were derived.
 CN2938
 CN2938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8714217724(NAD 83)
 CN2938_MARKER: Z = SEE DESCRIPTION
 CN2938_SETTING: 0 = UNSPECIFIED SETTING
 CN2938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2938
 CN2938  HISTORY     - Date     Condition        Report By
 CN2938  HISTORY     - 1930     MONUMENTED       CGS
 CN2938  HISTORY     - 1959     MARK NOT FOUND   USGS
 CN2938
 CN2938                          STATION DESCRIPTION
 CN2938
 CN2938'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CN2938'ABOUT 12 MILES NE OF WETUMPKA, 4 MILES NW OF ECLECTIC AND 2 MILES
 CN2938'NE OF THE VILLAGE OF CENTRAL ON STATE HIGHWAY NO. 9.  STATION
 CN2938'IS ON A SMALL KNOLL, 13 METERS E OF THE ROAD AND ABOUT 12 INCHES
 CN2938'BELOW THE SURFACE.  THE PROPERTY IS OWNED BY A.B. WIDEMAN.
 CN2938'
 CN2938'UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET
 CN2938'IN CONCRETE.
 CN2938'
 CN2938'REFERENCE MARK NO. 1 IS NW OF THE STATION IN THE FENCE LINE ON
 CN2938'THE E SIDE OF THE ROAD.  REFERENCE MARK NO. 2 IS W OF THE
 CN2938'STATION IN THE FENCE LINE ACROSS THE ROAD.
 CN2938'
 CN2938'STATION CAN BE REACHED FROM CENTRAL BY TAKING THE ROAD TO THE NE
 CN2938'FOR 1.8 MILES TO A ROAD TO THE S.  TAKE THIS ROAD FOR ABOUT
 CN2938'150 METERS (492 FEET) S, THE STATION BEING ON THE LEFT ON THE
 CN2938'SMALL KNOLL.
 CN2938'
 CN2938'HEIGHT OF SIGNAL ABOVE STATION MARK - 31.4 METERS.
 CN2938
 CN2938                          STATION RECOVERY (1959)
 CN2938
 CN2938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1959
 CN2938'STATION DESTROYED, MARK WAS FOUND ON BANK OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0553 ***********************************************************************
 DH0553  DESIGNATION -  CH 15
 DH0553  PID         -  DH0553
 DH0553  STATE/COUNTY-  AL/CLAY
 DH0553  USGS QUAD   -  BULLS GAP (1987)
 DH0553
 DH0553                         *CURRENT SURVEY CONTROL
 DH0553  ___________________________________________________________________
 DH0553* NAD 83(1986)-  33 13 20.     (N)    086 02 46.     (W)     SCALED    
 DH0553* NAVD 88     -       255.527  (meters)     838.34   (feet)  ADJUSTED  
 DH0553  ___________________________________________________________________
 DH0553  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DH0553  DYNAMIC HT  -         255.237 (meters)     837.39  (feet)  COMP
 DH0553  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 DH0553
 DH0553  VERT ORDER  -  SECOND    CLASS 0
 DH0553
 DH0553.The horizontal coordinates were scaled from a topographic map and have
 DH0553.an estimated accuracy of +/- 6 seconds.
 DH0553
 DH0553.The orthometric height was determined by differential leveling
 DH0553.and adjusted by the National Geodetic Survey in June 1991..
 DH0553
 DH0553.The geoid height was determined by GEOID03.
 DH0553
 DH0553.The dynamic height is computed by dividing the NAVD 88
 DH0553.geopotential number by the normal gravity value computed on the
 DH0553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0553.degrees latitude (g = 980.6199 gals.).
 DH0553
 DH0553.The modeled gravity was interpolated from observed gravity values.
 DH0553
 DH0553;                    North         East    Units  Estimated Accuracy
 DH0553;SPC AL E     -   301,860.      180,170.      MT  (+/- 180 meters Scaled)
 DH0553
 DH0553                          SUPERSEDED SURVEY CONTROL
 DH0553
 DH0553  NGVD 29 (??/??/92)  255.463  (m)          838.13   (f) ADJ UNCH    2 0
 DH0553
 DH0553.Superseded values are not recommended for survey control.
 DH0553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0553.See file dsdata.txt to determine how the superseded data were derived.
 DH0553
 DH0553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB888763(NAD 83)
 DH0553_MARKER: DD = SURVEY DISK
 DH0553_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0553_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0553_STAMPING: C H 15 1942
 DH0553_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0553+STABILITY: SURFACE MOTION
 DH0553
 DH0553  HISTORY     - Date     Condition        Report By
 DH0553  HISTORY     - 1942     MONUMENTED       USGS
 DH0553  HISTORY     - 1948     GOOD             NGS
 DH0553
 DH0553                          STATION DESCRIPTION
 DH0553
 DH0553'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0553'2.1 MI N FROM BULL GAP CROSSROADS.
 DH0553'ABOUT 2.1 MILES NORTH ALONG HATCHET CREEK ROAD FROM BULL GAP
 DH0553'CROSSROADS, ABOUT 0.1 MILE SOUTH OF THE JUNCTION OF A ROAD NORTHWEST,
 DH0553'AT THE NORTH CORNER OF A YARD FENCE AT AN UNPAINTED HOUSE ON THE
 DH0553'SOUTHWEST SIDE OF THE ROAD, 23 FEET SOUTHWEST OF THE CENTER LINE OF
 DH0553'THE ROAD, 100 FEET NORTHWEST OF A 38-INCH OAK TREE, 6 FEET NORTHWEST
 DH0553'OF A 10-INCH WALNUT TREE, 99 FEET NORTH OF THE NORTH CORNER OF THE
 DH0553'HOUSE, 1 1/2 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT SOUTHWEST OF THE
 DH0553'FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 4
 DH0553'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DH0553'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0537 ***********************************************************************
 DH0537  DESIGNATION -  CH 18
 DH0537  PID         -  DH0537
 DH0537  STATE/COUNTY-  AL/CLAY
 DH0537  USGS QUAD   -  BULLS GAP (1987)
 DH0537
 DH0537                         *CURRENT SURVEY CONTROL
 DH0537  ___________________________________________________________________
 DH0537* NAD 83(1986)-  33 12 33.     (N)    086 07 20.     (W)     SCALED    
 DH0537* NAVD 88     -       206.143  (meters)     676.32   (feet)  ADJUSTED  
 DH0537  ___________________________________________________________________
 DH0537  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH0537  DYNAMIC HT  -         205.911 (meters)     675.56  (feet)  COMP
 DH0537  MODELED GRAV-     979,504.7   (mgal)                       NAVD 88
 DH0537
 DH0537  VERT ORDER  -  SECOND    CLASS 0
 DH0537
 DH0537.The horizontal coordinates were scaled from a topographic map and have
 DH0537.an estimated accuracy of +/- 6 seconds.
 DH0537
 DH0537.The orthometric height was determined by differential leveling
 DH0537.and adjusted by the National Geodetic Survey in June 1991..
 DH0537
 DH0537.The geoid height was determined by GEOID03.
 DH0537
 DH0537.The dynamic height is computed by dividing the NAVD 88
 DH0537.geopotential number by the normal gravity value computed on the
 DH0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0537.degrees latitude (g = 980.6199 gals.).
 DH0537
 DH0537.The modeled gravity was interpolated from observed gravity values.
 DH0537
 DH0537;                    North         East    Units  Estimated Accuracy
 DH0537;SPC AL E     -   300,430.      173,070.      MT  (+/- 180 meters Scaled)
 DH0537
 DH0537                          SUPERSEDED SURVEY CONTROL
 DH0537
 DH0537  NGVD 29 (??/??/92)  206.086  (m)          676.13   (f) ADJ UNCH    2 0
 DH0537
 DH0537.Superseded values are not recommended for survey control.
 DH0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0537.See file dsdata.txt to determine how the superseded data were derived.
 DH0537
 DH0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB818748(NAD 83)
 DH0537_MARKER: DD = SURVEY DISK
 DH0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0537_STAMPING: CH 18 1942
 DH0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0537+STABILITY: SURFACE MOTION
 DH0537
 DH0537  HISTORY     - Date     Condition        Report By
 DH0537  HISTORY     - 1942     MONUMENTED       USGS
 DH0537  HISTORY     - 1948     GOOD             NGS
 DH0537
 DH0537                          STATION DESCRIPTION
 DH0537
 DH0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0537'5.2 MI W FROM BULL GAP CROSSROADS.
 DH0537'ABOUT 5.2 MILES WEST ALONG THE BULL GAP-ROCKY MOUNT CHURCH ROAD FROM
 DH0537'BULL GAP CROSSROADS, AT ROCKY MOUNT CHURCH, 108 FEET WEST OF THE
 DH0537'SOUTHWEST CORNER OF THE BUILDING, 61 FEET NORTHEAST OF THE CENTER LINE
 DH0537'OF THE ROAD, 19 FEET SOUTH OF THE CENTER LINE OF A DRIVE TO CHURCH,
 DH0537'6.5 FEET NORTH OF A 20-INCH OAK TREE, 2 FEET SOUTH OF A WHITE WOODEN
 DH0537'WITNESS POST, 5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 DH0537'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1631 ***********************************************************************
 DH1631  DESIGNATION -  CH SQ
 DH1631  PID         -  DH1631
 DH1631  STATE/COUNTY-  AL/BIBB
 DH1631  USGS QUAD   -  PEARSON (1983)
 DH1631
 DH1631                         *CURRENT SURVEY CONTROL
 DH1631  ___________________________________________________________________
 DH1631* NAD 83(1986)-  33 01 51.     (N)    087 16 31.     (W)     SCALED    
 DH1631* NAVD 88     -        97.102  (meters)     318.58   (feet)  ADJUSTED  
 DH1631  ___________________________________________________________________
 DH1631  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DH1631  DYNAMIC HT  -          96.992 (meters)     318.21  (feet)  COMP
 DH1631  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 DH1631
 DH1631  VERT ORDER  -  SECOND    CLASS 0
 DH1631
 DH1631.The horizontal coordinates were scaled from a topographic map and have
 DH1631.an estimated accuracy of +/- 6 seconds.
 DH1631
 DH1631.The orthometric height was determined by differential leveling
 DH1631.and adjusted by the National Geodetic Survey in June 1991..
 DH1631
 DH1631.The geoid height was determined by GEOID03.
 DH1631
 DH1631.The dynamic height is computed by dividing the NAVD 88
 DH1631.geopotential number by the normal gravity value computed on the
 DH1631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1631.degrees latitude (g = 980.6199 gals.).
 DH1631
 DH1631.The modeled gravity was interpolated from observed gravity values.
 DH1631
 DH1631;                    North         East    Units  Estimated Accuracy
 DH1631;SPC AL W     -   336,050.      620,990.      MT  (+/- 180 meters Scaled)
 DH1631
 DH1631                          SUPERSEDED SURVEY CONTROL
 DH1631
 DH1631  NGVD 29 (??/??/92)   97.07   (m)          318.5    (f) COMPUTED    2 0
 DH1631
 DH1631.Superseded values are not recommended for survey control.
 DH1631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1631.See file dsdata.txt to determine how the superseded data were derived.
 DH1631
 DH1631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB742547(NAD 83)
 DH1631_MARKER: Q = CHISELED SQUARE
 DH1631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1631_SP_SET: CULVERT
 DH1631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1631
 DH1631  HISTORY     - Date     Condition        Report By
 DH1631  HISTORY     - UNK      MONUMENTED       USGS
 DH1631  HISTORY     - 1935     GOOD             NGS
 DH1631
 DH1631                          STATION DESCRIPTION
 DH1631
 DH1631'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH1631'4.2 MI SE FROM HAGLER.
 DH1631'AT HARMON 1 POLE SOUTH OF THE CROSSING AND 5 POLES NORTH OF MILEPOLE
 DH1631'98 AND SET IN THE WEST HEADWALL OF A CONCRETE CULVERT, ALONG THE
 DH1631'MOBILE AND OHIO RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1960 ***********************************************************************
 BU1960  DESIGNATION -  CHAMPION
 BU1960  PID         -  BU1960
 BU1960  STATE/COUNTY-  AL/WILCOX
 BU1960  USGS QUAD   -  PINE HILL (1973)
 BU1960
 BU1960                         *CURRENT SURVEY CONTROL
 BU1960  ___________________________________________________________________
 BU1960* NAD 83(1992)-  31 56 31.51993(N)    087 35 40.50530(W)     ADJUSTED  
 BU1960* NAVD 88     -        64.     (meters)     210.     (feet)  VERTCON   
 BU1960  ___________________________________________________________________
 BU1960  LAPLACE CORR-          -1.58  (seconds)                    DEFLEC99
 BU1960  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BU1960
 BU1960  HORZ ORDER  -  SECOND
 BU1960
 BU1960.The horizontal coordinates were established by classical geodetic methods
 BU1960.and adjusted by the National Geodetic Survey in December 1992..
 BU1960
 BU1960.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1960.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1960
 BU1960.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1960
 BU1960.The geoid height was determined by GEOID03.
 BU1960
 BU1960;                    North         East     Units Scale Factor Converg.
 BU1960;SPC AL W     -   215,307.036   591,057.366   MT  0.99993432   -0 03 00.1
 BU1960;UTM  16      - 3,534,170.985   443,802.569   MT  0.99963895   -0 18 52.5
 BU1960
 BU1960!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1960!SPC AL W     -   0.99999433  x   0.99993432  =   0.99992865
 BU1960!UTM  16      -   0.99999433  x   0.99963895  =   0.99963328
 BU1960
 BU1960:                Primary Azimuth Mark                     Grid Az
 BU1960:SPC AL W     -  CHAMPION AZ MK                           034 09 39.9
 BU1960:UTM  16      -  CHAMPION AZ MK                           034 25 32.3
 BU1960
 BU1960|---------------------------------------------------------------------|
 BU1960| PID    Reference Object                     Distance      Geod. Az  |
 BU1960|                                                           dddmmss.s |
 BU1960| CG1331 CHAMPION AZ MK                                     0340639.8 |
 BU1960| CG1332 CHAMPION RM 1                        26.090 METERS 23246     |
 BU1960| CG1333 CHAMPION RM 2                        22.240 METERS 32514     |
 BU1960|---------------------------------------------------------------------|
 BU1960
 BU1960                          SUPERSEDED SURVEY CONTROL
 BU1960
 BU1960  NAD 83(1986)-  31 56 31.53173(N)    087 35 40.50455(W) AD(       ) 2
 BU1960  NAD 27      -  31 56 30.98700(N)    087 35 40.49600(W) AD(       ) 2
 BU1960  NGVD 29 (07/19/86)   64.     (m)          210.     (f) VERT ANG       
 BU1960
 BU1960.Superseded values are not recommended for survey control.
 BU1960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1960.See file dsdata.txt to determine how the superseded data were derived.
 BU1960
 BU1960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA4380334171(NAD 83)
 BU1960_MARKER: DS = TRIANGULATION STATION DISK
 BU1960_SETTING: 0 = UNSPECIFIED SETTING
 BU1960
 BU1960  HISTORY     - Date     Condition        Report By
 BU1960  HISTORY     - 1944     MONUMENTED       CGS
 BU1960
 BU1960                          STATION DESCRIPTION
 BU1960
 BU1960'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1960'STATION IS LOCATED ABOUT 2 MILES S OF THE SMALL VILLAGE OF PINE
 BU1960'HILL, ON LAND OWNED BY N.F. CHAMPION.  IT IS ABOUT 250 FEET W
 BU1960'OF A GRAVELED ROAD, ON THE SUMMIT OF A WOODED HILL, 28 FEET S
 BU1960'OF A TRIANGULAR-BLAZED 12-INCH PINE TREE, 26 FEET W OF A
 BU1960'TRIANGULAR-BLAZED 15-INCH PINE TREE, AND 25 FEET NW OF A
 BU1960'TRIANGULAR-BLAZED 15-INCH PINE TREE.  IT IS STAMPED CHAMPION
 BU1960'1944 AND PROJECTS ABOUT 2 INCHES.
 BU1960'
 BU1960'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARK ARE BRONZE
 BU1960'DISKS SET IN CONCRETE.
 BU1960'
 BU1960'REFERENCE MARK 1 IS 85.60 FEET SW OF THE STATION AND 12 FEET
 BU1960'N OF A TRIANGULAR-BLAZED 12-INCH PINE TREE.  IT IS ABOUT 5 FEET
 BU1960'LOWER IN ELEVATION THAN THE STATION MARK.  IT IS STAMPED
 BU1960'CHAMPION NO 1 1944 AND PROJECTS ABOUT 2 INCHES.
 BU1960'
 BU1960'REFERENCE MARK 2 IS 72.97 FEET NW OF THE STATION AND 55 FEET W OF
 BU1960'A TRIANGULAR-BLAZED 12-INCH PINE TREE.  IT IS ABOUT 6 FEET
 BU1960'LOWER IN ELEVATION THAN THE STATION MARK.  IT IS STAMPED CHAMPION
 BU1960'NO 2 1944 AND PROJECTS ABOUT 2 INCHES.
 BU1960'
 BU1960'AZIMUTH MARK IS N OF THE STATION, 26 FEET N OF THE CENTER
 BU1960'LINE OF A GRAVELED ROAD, 10 FEET W OF THE SW FENCE CORNERPOST OF
 BU1960'A CULTIVATED FIELD, AND 2 FEET S OF AN E-W FENCELINE.  IT IS
 BU1960'STAMPED CHAMPION 1944.
 BU1960'
 BU1960'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN THE SMALL
 BU1960'VILLAGE OF PINE HILL, GO S 0.25 MILE TO A T-ROAD LEFT JUST AFTER
 BU1960'CROSSING A STEEL BRIDGE, HERE TURN LEFT AND GO 0.2 MILE TO A
 BU1960'FORK, HERE KEEP RIGHT-HAND FORK AND GO 0.5 MILE TO A T-ROAD
 BU1960'LEFT, CONTINUE STRAIGHT AHEAD FOR 2.0 MILES TO THE AZIMUTH MARK
 BU1960'ON THE RIGHT AS DESCRIBED.  CONTINUE ON FOR 0.2 MILE TO A RIGHT
 BU1960'FORK AND A WIRE GATE, PASS THROUGH GATE AND THEN TURN SHARP
 BU1960'LEFT AND GO ABOUT 200 FEET TO THE SUMMIT OF THE HILL AND THE
 BU1960'STATION.
 BU1960'
 BU1960'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0516 ***********************************************************************
 BU0516  DESIGNATION -  CHAPMAN
 BU0516  PID         -  BU0516
 BU0516  STATE/COUNTY-  AL/BUTLER
 BU0516  USGS QUAD   -  GEORGIANA EAST (1986)
 BU0516
 BU0516                         *CURRENT SURVEY CONTROL
 BU0516  ___________________________________________________________________
 BU0516* NAD 83(1986)-  31 40 33.     (N)    086 42 55.     (W)     SCALED    
 BU0516* NAVD 88     -        80.936  (meters)     265.54   (feet)  ADJUSTED  
 BU0516  ___________________________________________________________________
 BU0516  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BU0516  DYNAMIC HT  -          80.838 (meters)     265.22  (feet)  COMP
 BU0516  MODELED GRAV-     979,431.8   (mgal)                       NAVD 88
 BU0516
 BU0516  VERT ORDER  -  SECOND    CLASS 0
 BU0516
 BU0516.The horizontal coordinates were scaled from a topographic map and have
 BU0516.an estimated accuracy of +/- 6 seconds.
 BU0516
 BU0516.The orthometric height was determined by differential leveling
 BU0516.and adjusted by the National Geodetic Survey in June 1991..
 BU0516.WARNING-Repeat measurements at this control monument indicate possible
 BU0516.vertical movement.
 BU0516
 BU0516.The geoid height was determined by GEOID03.
 BU0516
 BU0516.The dynamic height is computed by dividing the NAVD 88
 BU0516.geopotential number by the normal gravity value computed on the
 BU0516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0516.degrees latitude (g = 980.6199 gals.).
 BU0516
 BU0516.The modeled gravity was interpolated from observed gravity values.
 BU0516
 BU0516;                    North         East    Units  Estimated Accuracy
 BU0516;SPC AL W     -   186,050.      674,410.      MT  (+/- 180 meters Scaled)
 BU0516
 BU0516                          SUPERSEDED SURVEY CONTROL
 BU0516
 BU0516  NGVD 29 (??/??/92)   80.928  (m)          265.51   (f) ADJ UNCH    2 0
 BU0516
 BU0516.Superseded values are not recommended for survey control.
 BU0516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0516.See file dsdata.txt to determine how the superseded data were derived.
 BU0516
 BU0516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA269045(NAD 83)
 BU0516_MARKER: DB = BENCH MARK DISK
 BU0516_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0516_SP_SET: CONCRETE WALL
 BU0516_STAMPING: CHAPMAN 1934
 BU0516_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0516
 BU0516  HISTORY     - Date     Condition        Report By
 BU0516  HISTORY     - 1934     MONUMENTED       CGS
 BU0516  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0516
 BU0516                          STATION DESCRIPTION
 BU0516
 BU0516'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0516'IN CHAPMAN.
 BU0516'AT CHAPMAN, BUTLER COUNTY, ON THE LOUISVILLE AND NASHVILLE RAILROAD,
 BU0516'53 YARDS SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, IN FRONT OF
 BU0516'THE FLOYD MCCOWIN HOUSE, 72 FEET SOUTH OF THE CENTER LINE OF THE
 BU0516'DRIVEWAY LEADING TO THE HOUSE, AT AN OLD CONCRETE WATERING TROUGH, IN
 BU0516'THE TOP OF THE NORTHEAST CORNER OF THE CONCRETE WALL, AND 5 FEET EAST
 BU0516'OF THE EAST EDGE OF A HEDGEROW.  A STANDARD DISK, STAMPED CHAPMAN
 BU0516'1934.
 BU0516
 BU0516                          STATION RECOVERY (1969)
 BU0516
 BU0516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0516'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1890 ***********************************************************************
 BU1890  DESIGNATION -  CHAPMAN RESET
 BU1890  PID         -  BU1890
 BU1890  STATE/COUNTY-  AL/BUTLER
 BU1890  USGS QUAD   -  GEORGIANA EAST (1986)
 BU1890
 BU1890                         *CURRENT SURVEY CONTROL
 BU1890  ___________________________________________________________________
 BU1890* NAD 83(1992)-  31 41 41.28836(N)    086 41 10.16796(W)     ADJUSTED  
 BU1890* NAVD 88     -       117.     (meters)     384.     (feet)  SCALED    
 BU1890  ___________________________________________________________________
 BU1890  LAPLACE CORR-           2.33  (seconds)                    DEFLEC99
 BU1890  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BU1890
 BU1890  HORZ ORDER  -  SECOND
 BU1890
 BU1890.The horizontal coordinates were established by classical geodetic methods
 BU1890.and adjusted by the National Geodetic Survey in December 1992..
 BU1890
 BU1890.The orthometric height was scaled from a topographic map.
 BU1890
 BU1890.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1890
 BU1890.The geoid height was determined by GEOID03.
 BU1890
 BU1890;                    North         East     Units Scale Factor Converg.
 BU1890;SPC AL W     -   188,172.825   677,152.179   MT  1.00000672   +0 25 39.4
 BU1890;SPC AL E     -   132,779.969   119,150.035   MT  1.00004059   -0 26 53.1
 BU1890;UTM  16      - 3,506,650.444   529,741.916   MT  0.99961091   +0 09 53.6
 BU1890
 BU1890!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1890!SPC AL W     -   0.99998590  x   1.00000672  =   0.99999262
 BU1890!SPC AL E     -   0.99998590  x   1.00004059  =   1.00002649
 BU1890!UTM  16      -   0.99998590  x   0.99961091  =   0.99959682
 BU1890
 BU1890:                Primary Azimuth Mark                     Grid Az
 BU1890:SPC AL W     -  GREEN                                    018 46 36.7
 BU1890:SPC AL E     -  GREEN                                    019 39 09.2
 BU1890:UTM  16      -  GREEN                                    019 02 22.5
 BU1890
 BU1890|---------------------------------------------------------------------|
 BU1890| PID    Reference Object                     Distance      Geod. Az  |
 BU1890|                                                           dddmmss.s |
 BU1890| BU0587 GREEN                               APPROX.15.8 KM 0191216.1 |
 BU1890| BU1876 GREENVILLE CO CTHSE DOME            APPROX.16.3 KM 0231806.7 |
 BU1890| CG1340 CHAPMAN RM 1                         41.453 METERS 10104     |
 BU1890| BU1881 PIGEON CREEK LOT                    APPROX.14.3 KM 1015552.9 |
 BU1890| BU1891 CHAPMAN AZ MK                       181.161 METERS 15130     |
 BU1890| CG1342 CHAPMAN RM 3                         26.547 METERS 15330     |
 BU1890| BU1886 MC KENZIE LOT                       APPROX.13.6 KM 1885032.7 |
 BU1890| CG1341 CHAPMAN RM 2                         33.198 METERS 21342     |
 BU1890| CG1343 CHAPMAN RM 4                         16.524 METERS 25856     |
 BU1890| BU1889 MC GOWIN LOT                         19.482 METERS 27007     |
 BU1890| BU1892 BEACON 23 GREEN AIRWAY 6            APPROX.13.1 KM 2792943.8 |
 BU1890| BU1878 BEACON 24 GREEN AIRWAY 6            APPROX.17.8 KM 3500127.0 |
 BU1890|---------------------------------------------------------------------|
 BU1890
 BU1890                          SUPERSEDED SURVEY CONTROL
 BU1890
 BU1890  NAD 83(1986)-  31 41 41.30541(N)    086 41 10.15817(W) AD(       ) 2
 BU1890  NAD 27      -  31 41 40.74400(N)    086 41 10.25500(W) AD(       ) 2
 BU1890
 BU1890.Superseded values are not recommended for survey control.
 BU1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1890.See file dsdata.txt to determine how the superseded data were derived.
 BU1890
 BU1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA2974206650(NAD 83)
 BU1890_MARKER: DS = TRIANGULATION STATION DISK
 BU1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1890_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BU1890_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU1890
 BU1890  HISTORY     - Date     Condition        Report By
 BU1890  HISTORY     - 1944     MONUMENTED       CGS
 BU1890  HISTORY     - 1971     GOOD             USGS
 BU1890  HISTORY     - 1973     MARK NOT FOUND   LOCSUR
 BU1890  HISTORY     - 1980     SEE DESCRIPTION  NGS
 BU1890
 BU1890                          STATION DESCRIPTION
 BU1890
 BU1890'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1890'STATION IS LOCATED ABOUT 10.5 MILES SSW BY ROAD OF THE CITY OF
 BU1890'GREENVILLE, ON GROUNDS OF THE STATE FORESTRY SERVICE, AT THE
 BU1890'SITE OF THE MC GOWIN LOOKOUT TOWER.  THE MARK IS 135 FEET W OF
 BU1890'A CATTLE GUARD, 91.5 FEET N OF AN E-W FENCELINE, AND 63.9 FEET
 BU1890'E OF THE CENTER OF THE LOOKOUT TOWER.  IT IS STAMPED CHAPMAN
 BU1890'1944 AND IS FLUSH WITH THE GROUND.
 BU1890'
 BU1890'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1890'DISKS SET IN CONCRETE.
 BU1890'
 BU1890'REFERENCE MARK 1 IS 136.00 FEET E OF THE STATION.  IT IS IN
 BU1890'N-S FENCELINE, AND 25 FEET S OF THE CENTER OF THE CATTLE GUARD.
 BU1890'IT IS STAMPED CHAPMAN NO 1 1944.
 BU1890'
 BU1890'REFERENCE MARK 2 IS 109.00 FEET SSW OF THE STATION.  IT IS IN
 BU1890'THE E-W FENCELINE AND 91 FEET S OF THE CENTER OF THE LOOKOUT
 BU1890'TOWER.  IT IS STAMPED CHAPMAN NO 2 1944.
 BU1890'
 BU1890'AZIMUTH MARK IS SE OF THE STATION.  IT IS 85 FEET N OF THE N
 BU1890'SIDE OF AN OLD HOUSE, 60 FEET W OF THE CENTER LINE OF U.S.
 BU1890'HIGHWAY 31, AND 1.0 FOOT S OF A FENCE CORNER.
 BU1890'
 BU1890'A TRAVERSE CONNECTION WAS MADE TO THE MC GOWIN LOOKOUT TOWER.
 BU1890'DISTANCE, 19.481 METERS (63.92 FEET).
 BU1890'
 BU1890'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND
 BU1890'STATE HIGHWAY 10 AT THE MUNICIPAL WATER TANK IN GREENVILLE,
 BU1890'GO S ON HIGHWAY 31 FOR 10.5 MILES TO A DRIVEWAY* ON THE RIGHT
 BU1890'LEADING TO THE LOOKOUT TOWER.  TURN RIGHT FOR 0.15 MILE TO THE
 BU1890'STATION.
 BU1890'
 BU1890'*TO REACH THE AZIMUTH MARK FROM THIS POINT, GO S ON HIGHWAY 31
 BU1890'FOR 0.15 MILE TO THE MARK ON THE RIGHT OF W SIDE OF THE ROAD.
 BU1890'
 BU1890'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BU1890
 BU1890                          STATION RECOVERY (1971)
 BU1890
 BU1890'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (EWR)
 BU1890'WATERING TROUGH DESTROYED.
 BU1890
 BU1890                          STATION RECOVERY (1973)
 BU1890
 BU1890'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (MK)
 BU1890'STATION UNDER PAVED ROAD SURFACE - NOT RECOVERED.
 BU1890'
 BU1890'MC GOWIN LOOKOUT TOWER NEW TOWER CONSTRUCTED.
 BU1890'
 BU1890'RM 1 RECOVERED GOOD CONDITION.
 BU1890
 BU1890                          STATION RECOVERY (1980)
 BU1890
 BU1890'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BU1890'THE STATION UNDERGROUND MARK, REFERENCE MARK NO.2 AND THE AZIMUTH
 BU1890'MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS NOT
 BU1890'FOUND AND THE STATION SURFACE MARK HAD BEEN DESTROYED.  REFERENCE
 BU1890'MARK NO. 2 WAS REQUESTED TO BE MOVED.  A NEW STATION SURFACE MARK
 BU1890'AND REFERENCE MARKS NO. 3 AND NO. 4 WERE ESTABLISHED AT THIS
 BU1890'TIME.  THE DISTANCE AND ANGLE WAS MEASURED TO REFERENCE MARK NO. 2 AND
 BU1890'THE MARK WAS THEN DESTROYED.  A NEW DESCRIPTION FOLLOWS--
 BU1890'
 BU1890'STATION IS LOCATED ABOUT 10.5 MILES SOUTH-SOUTHWEST OF GREENVILLE
 BU1890'AT THE SITE OF THE MC GROWIN LOOKOUT TOWER, ON STATE FORESTRY SERVICE
 BU1890'PROPERTY.
 BU1890'
 BU1890'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 10 AND U.S. HIGHWAY 31
 BU1890'IN GREENVILLE GO SOUTH ON U.S. HIGHWAY 31 FOR 11.7 MILES TO A PAVED
 BU1890'ROAD ON THE LEFT, TURN LEFT AND GO EAST FOR 0.05 MILE TO GRAVEL
 BU1890'DRIVEWAY ON LEFT TO LOOKOUT TOWER AND STATION.
 BU1890'
 BU1890'STATION MARKS ARE STANDARD DISK, STAMPED---CHAPMAN 1944 1980-,
 BU1890'SURFACE MARK IS SET IN TOP OF A ROUND CONCRETE POST 6 INCHES BELOW
 BU1890'SURFACE OF DRIVEWAY.  IT IS 104 FEET SOUTHEAST OF POWER POLE NO. 1670,
 BU1890'88.5 FEET NORTH-NORTHWEST OF WOODEN POST WITH WATER GAGE, 62 FEET
 BU1890'EAST-NORTHEAST OF SOUTHEAST LEG OF LOOKOUT TOWER, 57.5 FEET
 BU1890'WEST-SOUTHWEST OF POWER POLE WITH YARD LIGHT, 42.5 FEET
 BU1890'EAST-SOUTHEAST OF NORTHEAST CORNER OF SMALL BUILDING AND 5 FEET EAST
 BU1890'OF THE CENTER OF DRIVEWAY.
 BU1890'
 BU1890'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---CHAPMAN 1944 NO 3
 BU1890'1980---SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 BU1890'GROUND.  IT IS 100.5 FEET SOUTH OF POWER POLE WITH YARD LIGHT, 95.5
 BU1890'FEET NORTH OF THE CENTER OF PAVED ROAD, 45 FEET EAST OF THE CENTER
 BU1890'OF DRIVEWAY AND 2.3 FEET WEST OF WOODEN POST WITH WATER GAGE.
 BU1890'
 BU1890'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED---CHAPMAN 1944 NO
 BU1890'4 1980---SET IN A DRILL HOLE IN THE SOUTHEAST CONCRETE FOOTING OF OLD
 BU1890'ABANDON FIRE TOWER.  IT IS 50.5 FEET WEST OF THE CENTER OF DRIVEWAY,
 BU1890'24.7 FEET SOUTH-SOUTHEAST OF THE NORTHEAST LEG OF NEW STEEL TOWER,
 BU1890'11.8 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF SMALL BUILDING
 BU1890'AND 7.7 FEET EAST OF THE SOUTHEAST LEG OF NEW STEEL TOWER.
 BU1890'
 BU1890'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CHAPMAN 1944---SET IN
 BU1890'TOP OF A SQUARE CONCRETE POST AND PROJECTING ABOUT 4 INCHES.  IT IS
 BU1890'320 FEET SOUTH OF THE EAST-WEST PAVED ROAD, 60.5 FEET WEST OF THE
 BU1890'CENTER OF OLD ABANDON HIGHWAY 31 AND 1 FOOT NORTH OF A METAL WITNESS
 BU1890'POST AND SIGN.
 BU1890'
 BU1890'TO REACH AZIMUTH MARK FROM DRIVEWAY TO STATION GO EASTERLY ON PAVED
 BU1890'ROAD FOR 0.1 MILE TO OLD ABANDON HIGHWAY ON RIGHT AND MARK ABOUT 300
 BU1890'FEET SOUTH IN WOOD AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1464 ***********************************************************************
 BV1464  DESIGNATION -  CHATOM
 BV1464  PID         -  BV1464
 BV1464  STATE/COUNTY-  AL/WASHINGTON
 BV1464  USGS QUAD   -  CHATOM (1974)
 BV1464
 BV1464                         *CURRENT SURVEY CONTROL
 BV1464  ___________________________________________________________________
 BV1464* NAD 83(1992)-  31 27 46.75638(N)    088 15 16.46197(W)     ADJUSTED  
 BV1464* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BV1464  ___________________________________________________________________
 BV1464  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 BV1464  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BV1464
 BV1464  HORZ ORDER  -  FIRST
 BV1464
 BV1464.The horizontal coordinates were established by classical geodetic methods
 BV1464.and adjusted by the National Geodetic Survey in December 1992..
 BV1464
 BV1464.The orthometric height was scaled from a topographic map.
 BV1464
 BV1464.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1464
 BV1464.The geoid height was determined by GEOID03.
 BV1464
 BV1464;                    North         East     Units Scale Factor Converg.
 BV1464;SPC AL W     -   162,429.654   528,289.441   MT  0.99999674   -0 23 37.9
 BV1464;UTM  16      - 3,481,595.638   380,809.073   MT  0.99977522   -0 39 17.6
 BV1464
 BV1464!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1464!SPC AL W     -   0.99999600  x   0.99999674  =   0.99999274
 BV1464!UTM  16      -   0.99999600  x   0.99977522  =   0.99977122
 BV1464
 BV1464:                Primary Azimuth Mark                     Grid Az
 BV1464:SPC AL W     -  JORDAN LOOKOUT TOWER                     005 27 02.7
 BV1464:UTM  16      -  JORDAN LOOKOUT TOWER                     005 42 42.4
 BV1464
 BV1464|---------------------------------------------------------------------|
 BV1464| PID    Reference Object                     Distance      Geod. Az  |
 BV1464|                                                           dddmmss.s |
 BV1464| BV1421 JORDAN LOOKOUT TOWER                APPROX. 7.6 KM 0050324.8 |
 BV1464| CG1347 CHATOM 2 AZ MK                                     0990722.4 |
 BV1464| CG1344 CHATOM AZ MK                                       0990722.4 |
 BV1464| CG1345 CHATOM RM 1                          31.297 METERS 20218     |
 BV1464| BV1463 CHATOM 2                             47.701 METERS 23551     |
 BV1464| CG1346 CHATOM RM 2                          34.602 METERS 28020     |
 BV1464|---------------------------------------------------------------------|
 BV1464
 BV1464                          SUPERSEDED SURVEY CONTROL
 BV1464
 BV1464  NAD 83(1986)-  31 27 46.77112(N)    088 15 16.46394(W) AD(       ) 1
 BV1464  NAD 27      -  31 27 46.18000(N)    088 15 16.42400(W) AD(       ) 1
 BV1464
 BV1464.Superseded values are not recommended for survey control.
 BV1464.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1464.See file dsdata.txt to determine how the superseded data were derived.
 BV1464
 BV1464_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8080981596(NAD 83)
 BV1464_MARKER: DS = TRIANGULATION STATION DISK
 BV1464_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1464
 BV1464  HISTORY     - Date     Condition        Report By
 BV1464  HISTORY     - 1939     MONUMENTED       CGS
 BV1464  HISTORY     - 1949     SEE DESCRIPTION  CGS
 BV1464
 BV1464                          STATION DESCRIPTION
 BV1464
 BV1464'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1464'STATION IS IN CHATOM, ABOUT 200 YARDS SE OF THE CHATOM RAILROAD
 BV1464'STATION ON A TRIANGULAR PLOT OF GROUND THAT IS BOUNDED ON THE W
 BV1464'BY JORDAN STREET, ON THE E BY HIGHWAY 29, AND THE S BY AN UNNAMED
 BV1464'STREET. IT IS 78 PACES S OF THE JORDAN TIRE SERVICE AND GULF
 BV1464'GASOLINE STATION, 80 FEET E OF THE CENTER OF JORDAN STREET, 129
 BV1464'FEET N OF THE CENTER OF THE UNNAMED STREET AND 140.7 FEET E OF THE
 BV1464'SE CORNER OF DR. KIMBROUGHS HOUSE. THE MARK IS FLUSH
 BV1464'WITH THE GROUND AND IS STAMPED CHATOM 1939.
 BV1464'
 BV1464'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1464'BRONZE DISKS SET IN CONCRETE.
 BV1464'
 BV1464'REFERENCE MARK NO.1 IS 102.68 FEET S OF THE STATION, 32 FEET N
 BV1464'OF THE CENTER OF THE UNNAMED STREET, 63 FEET E OF THE CENTER OF
 BV1464'JORDAN STREET AND 159.9 FEET NE OF THE SE CORNER OF A HOUSE ON
 BV1464'CONCRETE PIERS. THE MARK PROJECTS 5 INCHES ABOVE
 BV1464'THE GROUND AND IS STAMPED CHATOM NO.1 1939.
 BV1464'
 BV1464'REFERENCE MARK NO.2 IS 113.53 FEET W OF THE STATION AND ON THE
 BV1464'OPPOSITE SIDE OF JORDAN STREET. IT IS 36 FEET W OF THE CENTER OF
 BV1464'JORDAN STREET, 27.4 FEET E OF THE SE CORNER OF DR. KIMBOROUGHS
 BV1464'HOUSE, 54.7 FEET SE OF THE NE CORNER OF THE PORCH AT THE POINT
 BV1464'WHERE THE DRIVEWAY ARCH STARTS, 2 FEET E OF THE FENCE IN FRONT OF
 BV1464'THE HOUSE, AND 3 FEET S OF A TELEPHONE POLE. THE MARK
 BV1464'PROJECTS 4 INCHES ABOVE THE GROUND AND IS STAMPED CHATOM NO. 2
 BV1464'1939.
 BV1464'
 BV1464'THE AZIMUTH MARK IS 0.25 MILE E OF THE STATION AT THE FRED JORDAN
 BV1464'SCHOOL, WHICH IS A RED BRICK BUILDING. IT IS 55.6 FEET N OF THE NW
 BV1464'CORNER OF THE SCHOOL, 102.6 FEET NW OF THE NE CORNER OF THE MIDDLE
 BV1464'EL ON THE N SIDE OF THE SCHOOL AND 1 FOOT W OF THE W WIRE FENCE
 BV1464'IN FRONT OF THE SCHOOL. THE MARK PROJECTS 6 INCHES
 BV1464'ABOVE THE GROUND AND IS STAMPED CHATOM 1939.
 BV1464'
 BV1464'A 37-FOOT TOWER IS NEEDED AT CHATOM TO SEE A 90-FOOT TOWER AT JORDAN.
 BV1464'
 BV1464'A 37-FOOT TOWER IS NEEDED AT CHATOM TO SEE A 90-FOOT TOWER AT CRAGER.
 BV1464'
 BV1464'A 77-FOOT TOWER IS NEEDED AT CHATOM TO SEE A 77-FOOT TOWER AT TURNER.
 BV1464'
 BV1464'CHATOM AMERICAN LEGION HALL CHATOM THEATRE IS IN CHATOM ON THE E
 BV1464'SIDE OF HIGHWAY 29 AT ITS INTERSECTION WITH JORDAN STREET.
 BV1464'DIRECTLY ACROSS HIGHWAY 29 FROM JORDAN TIRE SERVICE AND GULF
 BV1464'GASOLINE STATION. IT IS A RECTANGULAR BUILDING WITH ITS LONG SIDE
 BV1464'AND ROOF RIDGE EXTENDING E AND W. IT HAS THE NAME CHATOM AND A N
 BV1464'ARROW AND ARROW POINTING TO A LANDING FIELD FOR THE BENEFIT OF
 BV1464'AEROPLANES. THIS INFORMATION IS PAINTED ON THE ROOF.
 BV1464'
 BV1464'TO REACH THE STATION FROM CHATOM RAILROAD STATION, DRIVE E 0.05 MILE
 BV1464'TO A T-INTERSECTION WITH HIGHWAY 29, TURN RIGHT AND DRIVE S 0.1
 BV1464'MILE ON THE RIGHT FORK (JORDAN STREET) TO THE STATION ON THE LEFT.
 BV1464'
 BV1464'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BV1464
 BV1464                          STATION RECOVERY (1949)
 BV1464
 BV1464'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1949 (CMT)
 BV1464'THE STATION MARK, REFERENCE MARKS NO. 1 AND NO. 2, AND AN AZIMUTH
 BV1464'MARK WERE RECOVERED IN GOOD CONDITION.
 BV1464'
 BV1464'DUE TO CONSTRUCTION OF BUILDINGS ON THE SITE, THE STATION SURFACE
 BV1464'AND UNDERGROUND MARKS, THE NO. 1 REFERENCE MARK, AND THE AZIMUTH
 BV1464'MARK WERE DESTROYED AFTER THE ESTABLISHMENT OF A NEW STATION,
 BV1464'CHATOM 2, A NO. 3 REFERENCE MARK, AND A NEW AZIMUTH MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1463 ***********************************************************************
 BV1463  DESIGNATION -  CHATOM 2
 BV1463  PID         -  BV1463
 BV1463  STATE/COUNTY-  AL/WASHINGTON
 BV1463  USGS QUAD   -  CHATOM (1974)
 BV1463
 BV1463                         *CURRENT SURVEY CONTROL
 BV1463  ___________________________________________________________________
 BV1463* NAD 83(1992)-  31 27 45.88700(N)    088 15 17.95731(W)     ADJUSTED  
 BV1463* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BV1463  ___________________________________________________________________
 BV1463  LAPLACE CORR-          -1.81  (seconds)                    DEFLEC99
 BV1463  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BV1463
 BV1463  HORZ ORDER  -  SECOND
 BV1463
 BV1463.The horizontal coordinates were established by classical geodetic methods
 BV1463.and adjusted by the National Geodetic Survey in December 1992..
 BV1463.No horizontal observational check was made to the station.
 BV1463
 BV1463.The orthometric height was scaled from a topographic map.
 BV1463
 BV1463.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1463
 BV1463.The geoid height was determined by GEOID03.
 BV1463
 BV1463;                    North         East     Units Scale Factor Converg.
 BV1463;SPC AL W     -   162,403.150   528,249.781   MT  0.99999681   -0 23 38.7
 BV1463;UTM  16      - 3,481,569.321   380,769.301   MT  0.99977534   -0 39 18.4
 BV1463
 BV1463!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1463!SPC AL W     -   0.99999600  x   0.99999681  =   0.99999281
 BV1463!UTM  16      -   0.99999600  x   0.99977534  =   0.99977134
 BV1463
 BV1463|---------------------------------------------------------------------|
 BV1463| PID    Reference Object                     Distance      Geod. Az  |
 BV1463|                                                           dddmmss.s |
 BV1463| CG1346 CHATOM RM 2                          33.426 METERS 00922     |
 BV1463| BV1464 CHATOM                               47.701 METERS 05551     |
 BV1463| CG1348 CHATOM 2 RM 3                        47.095 METERS 19615     |
 BV1463|---------------------------------------------------------------------|
 BV1463
 BV1463                          SUPERSEDED SURVEY CONTROL
 BV1463
 BV1463  NAD 83(1986)-  31 27 45.90174(N)    088 15 17.95928(W) AD(       ) 2
 BV1463  NAD 27      -  31 27 45.31100(N)    088 15 17.91900(W) AD(       ) 2
 BV1463
 BV1463.Superseded values are not recommended for survey control.
 BV1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1463.See file dsdata.txt to determine how the superseded data were derived.
 BV1463
 BV1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8076981569(NAD 83)
 BV1463_MARKER: DS = TRIANGULATION STATION DISK
 BV1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1463_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1463
 BV1463  HISTORY     - Date     Condition        Report By
 BV1463  HISTORY     - 1949     MONUMENTED       CGS
 BV1463  HISTORY     - 1969     GOOD             CGS
 BV1463  HISTORY     - 1969     GOOD             CGS
 BV1463
 BV1463                          STATION DESCRIPTION
 BV1463
 BV1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1949 (CMT)
 BV1463'THE STATION IS ABOUT 200 YARDS SOUTH OF THE RAILROAD DEPOT
 BV1463'IN CHATOM, 49 FEET NORTH OF THE PROJECTED CENTERLINE OF THE HIGHWAY
 BV1463'TO WAGARVILLE, 27 FEET WEST OF THE CENTERLINE OF ALABAMA 29
 BV1463'HIGHWAY, 10 FEET EAST OF THE SOUTHEASTERN CORNER OF THE DR. W. E.
 BV1463'KIMBROUGH RESIDENTIAL PROPERTY, ON THE PROJECTED SOUTHERN
 BV1463'BOUNDARY LINE OF SAID PROPERTY, AND 2 FEET EAST OF THE EASTERN
 BV1463'EDGE OF THE CONCRETE SIDEWALK. THE TOP OF THE MARK IS THE SAME
 BV1463'ELEVATION AS THE SIDEWALK SURFACE, IT PROJECTS 2 INCHES, AND THE
 BV1463'DISK IS STAMPED CHATOM 2 1949.
 BV1463'
 BV1463'REFERENCE MARK NO. 2 IS 34 FEET WEST OF THE CENTERLINE OF ALABAMA 29
 BV1463'HIGHWAY, 3 FEET SOUTH OF A POWER POLE, 2.6 FEET SOUTH OF THE
 BV1463'PROJECTED PLANE OF THE SOUTHERN WALL OF THE KIMBROUGH DWELLING,
 BV1463'AND 1.5 FEET WEST OF THE WESTERN EDGE OF THE SIDEWALK. THE MARK
 BV1463'PROJECTS 5 INCHES, AND THE DISK IS STAMPED CHATOM NO 2 1939.
 BV1463'
 BV1463'REFERENCE MARK NO. 3 IS 45.7 FEET SOUTH OF THE SOUTHEASTERN
 BV1463'CORNER OF A BRICK CHIMNEY, 35 FEET WEST OF THE CENTERLINE OF
 BV1463'ALABAMA 29 HIGHWAY, 3 FEET NORTH OF A POWER POLE, AND 1.3 FEET
 BV1463'WEST OF THE WESTERN EDGE OF THE SIDEWALK. THE TOP OF THE MARK IS
 BV1463'THE SAME ELEVATION AS THE SIDEWALK SURFACE, IT IS FLUSH WITH THE
 BV1463'GROUND, AND THE DISK IS STAMPED CHATOM 2 NO. 3 1949.
 BV1463'
 BV1463'AZIMUTH MARK IS ON THE HIGH SCHOOL GROUNDS, 63 FEET WEST OF THE
 BV1463'EASTERN ONE OF SEVERAL 14-INCH WATER OAKS, IN THE LINE OF THE
 BV1463'SAID OAKS, 61 FEET SOUTH OF THE CENTERLINE OF THE WAGARVILLE
 BV1463'HIGHWAY, AND 6.5 FEET EAST OF THE PROJECTED PLANE OF THE EASTERN
 BV1463'WALL OF THE LARGEST AND CENTRAL ONE OF THREE SCHOOL BUILDINGS.
 BV1463'THE MARK PROJECTS AN INCH, AND THE DISK IS STAMPED CHATOM 2
 BV1463'1949.
 BV1463
 BV1463                          STATION RECOVERY (1969)
 BV1463
 BV1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BV1463'THE STATION WAS VISITED 12/12/69 AND THE STATION MARK, AZIMUTH MARK
 BV1463'AND REFERENCE MARKS 2 AND 3 WERE FOUND IN GOOD CONDITION. THE
 BV1463'REFERENCE MARKS WERE REMEASURED AND THE DISTANCES CHECKED WITH THE
 BV1463'1949 MEASUREMENTS. A NEW DESCRIPTION FOLLOWS--
 BV1463'
 BV1463'THE STATION IS LOCATED IN THE TOWN OF CHATOM, 0.1 MILE SOUTH OF
 BV1463'THE STOP LIGHT AT THE JUNCTION OF STATE HIGHWAYS 17 AND 26, 90 YARDS
 BV1463'WEST OF THE POST OFFICE, AND WEST ACROSS STATE HIGHWAY 17 FROM THE
 BV1463'SOUTHWEST CORNER OF TRIANGLE PLOT OF GROUND FORMED BY STATE
 BV1463'HIGHWAY 56 ON THE NORTHEAST, STATE HIGHWAY 17 ON THE WEST AND AN
 BV1463'EAST-WEST STREET ON THE SOUTH AND ON THE WEST RIGHT-OF-WAY OF
 BV1463'STATE HIGHWAY 17. IT IS 53 FEET NORTH OF THE PROJECTED
 BV1463'CENTERLINE OF STATE HIGHWAY 56 THAT IS EAST OF THE MARK, 10 FEET
 BV1463'SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE POST
 BV1463'OFFICE, 37.5 FEET NORTH OF THE EAST END OF 12 INCH GALVANIZED
 BV1463'PIPE UNDER THE SIDEWALK, 57 FEET SOUTHEAST OF A 30-INCH OAK, 50
 BV1463'FEET NORTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 BV1463'EAST-WEST STREET AND STATE HIGHWAY 17, 26.5 FEET WEST OF THE CENTER
 BV1463'OF S.H. 17, 19.5 FEET NORTH- NORTHEAST OF DOUBLE POWERLINE
 BV1463'POLE, 96 FEET NORTHWEST OF FIREPLUG THAT IS IN SOUTHEAST ANGLE
 BV1463'OF THE INTERSECTION OF THE EAST-WEST STREET AND S.H. 17,
 BV1463'61-1/2 FEET WEST OF POWERLINE POLE NUMBER 549, 2 FEET EAST OF
 BV1463'EAST EDGE OF SIDEWALK, 16.5 FEET EAST OF FOUR TRUNK HOLLY TREE
 BV1463'AND 1 INCH BELOW GROUND SURFACE. IT IS A C AND GS
 BV1463'TRIANGULATION STATION DISK, STAMPED CHATOM 2 1949.
 BV1463'
 BV1463'R.M. NO. 2 IS 109.67 FEET NORTH OF THE STATION. IT IS 48 FEET
 BV1463'NORTH-NORTHWEST OF THE PROJECTED PLANE OF THE NORTH WALL OF THE POST
 BV1463'OFFICE, 33 FEET WEST OF THE CENTER OF S.H. 17, 52 FEET
 BV1463'NORTH-NORTHEAST OF 30 INCH OAK TREE, 125 FEET NORTHWEST OF POWERLINE
 BV1463'POLE NO. 549, 3.5 FEET SOUTH OF PROJECTED PLANE OF WHITE FRAME
 BV1463'HOUSE AND 1 FOOT WEST OF THE WEST EDGE OF THE SIDEWALK. IT IS A C
 BV1463'AND GS REFERENCE MARK DISK, STAMPED CHATOM NO 2 1939, PROJECTING
 BV1463'2 INCHES.  THE ARROW ON THE MARK DOES NOT POINT TO THE
 BV1463'STATION.
 BV1463'
 BV1463'R.M. NO. 3 IS 154.51 FEET SOUTH OF THE STATION. IT IS 47 FEET SOUTH
 BV1463'OF THE PROJECTED PLANE OF SOUTH WALL OF SMALL WHITE HOUSE, 46.5
 BV1463'FEET SOUTH OF THE SOUTHEAST CORNER OF THIS HOUSE, 10 FEET NORTH OF
 BV1463'THE PROJECTED PLANE OF THE NORTH WALL OF LARGE FRAME HOUSE ON THE
 BV1463'EAST SIDE OF S.H. 17, 115 FEET SOUTH-SOUTHWEST OF CENTER OF
 BV1463'INTERSECTION OF EAST-WEST STREET AND S.H. 17, 35 FEET WEST OF
 BV1463'THE CENTER OF S.H. 17, 3.5 FEET NORTH OF POWERLINE POLE WITH
 BV1463'TRANSFORMER AND 1 FOOT WEST OF WEST EDGE OF SIDEWALK. IT IS A C AND
 BV1463'GS REFERENCE MARK DISK, STAMPED CHATOM 2 NO 3 1949, PROJECTING 2
 BV1463'INCHES.
 BV1463'
 BV1463'THE AZIMUTH MARK IS 0.2 MILE EAST OF THE STATION. IT IS IN FRONT
 BV1463'OF (NORTH OF) THE FRED JORDEN SCHOOL, 61 FEET SOUTH OF THE CENTER
 BV1463'OF S.H. 56, 62 FEET WEST OF THE EAST MOST OAK IN LINE OF OAK TREES,
 BV1463'47 FEET EAST OF SECOND OAK WEST OF THE EAST END OF THE LINE,
 BV1463'12-1/2 FEET SOUTH OF THE SOUTH EDGE OF CONCRETE SIDEWALK, 33 FEET
 BV1463'SOUTHEAST OF POWERLINE POLE WITH TRANSFORMER, 74 FEET
 BV1463'EAST-SOUTHEAST OF THE NORTH END OF CONCRETE PIPE CULVERT, 16.5 FEET
 BV1463'WEST OF THE PROJECTED PLANE OF THE WEST WALL OF WHITE FRAME
 BV1463'HOUSE THAT IS TO NORTH OF THE MARK AND NORTH OF S.H. 56 AND IN
 BV1463'GRASSY STRIP BETWEEN S.H. 56 AND SCHOOL BUS LOADING AREA THAT
 BV1463'IS NORTH OF THE SCHOOL. IT IS A C AND GS AZIMUTH MARK DISK,
 BV1463'STAMPED CHATOM 2 1949, FLUSH WITH THE GROUND.
 BV1463'
 BV1463'NOTE--THE OWNER OF THE TRIANGLE PLOT FORMED BY THE ROADS IS MR.
 BV1463'JESSE JORDEN. HE KNOWS THE LOCATION OF THE STATION.
 BV1463
 BV1463                          STATION RECOVERY (1969)
 BV1463
 BV1463'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HPF)
 BV1463'STATION AND REF. MKS. FOUND IN GOOD CONDITION.
 BV1463'
 BV1463'DUE TO LOCATION OF STA. AND REF. MK. NO 2 NO PANEL CAN BE PLACED.
 BV1463'
 BV1463'REF. MK. NO 3, 1949 POMELLED--
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2089 ***********************************************************************
 BT2089  DESIGNATION -  CHATTAHOOCHEE PARK SE COR
 BT2089  PID         -  BT2089
 BT2089  STATE/COUNTY-  AL/HOUSTON
 BT2089  USGS QUAD   -  SAFFOLD (1981)
 BT2089
 BT2089                         *CURRENT SURVEY CONTROL
 BT2089  ___________________________________________________________________
 BT2089* NAD 83(1992)-  31 00 02.36811(N)    085 01 28.08584(W)     ADJUSTED  
 BT2089* NAVD 88     -        31.     (meters)     102.     (feet)  SCALED    
 BT2089  ___________________________________________________________________
 BT2089  LAPLACE CORR-          -0.47  (seconds)                    DEFLEC99
 BT2089  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BT2089
 BT2089  HORZ ORDER  -  SECOND
 BT2089
 BT2089.The horizontal coordinates were established by classical geodetic methods
 BT2089.and adjusted by the National Geodetic Survey in September 1997..
 BT2089
 BT2089.The orthometric height was scaled from a topographic map.
 BT2089
 BT2089.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2089
 BT2089.The geoid height was determined by GEOID03.
 BT2089
 BT2089;                    North         East     Units Scale Factor Converg.
 BT2089;SPC AL E     -    55,784.151   277,247.653   MT  1.00003358   +0 24 59.8
 BT2089;SPC FL N     -   221,893.830   549,908.859   MT  1.00005400   -0 15 48.8
 BT2089;SPC FL N     -   727,996.67  1,804,159.31   sFT  1.00005400   -0 15 48.8
 BT2089;SPC GA W     -   111,238.607   618,083.596   MT  0.99998275   -0 26 30.6
 BT2089;SPC GA W     -   364,955.33  2,027,829.26   sFT  0.99998275   -0 26 30.6
 BT2089;UTM  16      - 3,431,349.999   688,612.612   MT  1.00003884   +1 01 04.1
 BT2089
 BT2089!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2089!SPC AL E     -   0.99999954  x   1.00003358  =   1.00003312
 BT2089!SPC FL N     -   0.99999954  x   1.00005400  =   1.00005354
 BT2089!SPC GA W     -   0.99999954  x   0.99998275  =   0.99998229
 BT2089!UTM  16      -   0.99999954  x   1.00003884  =   1.00003838
 BT2089
 BT2089                          SUPERSEDED SURVEY CONTROL
 BT2089
 BT2089  NAD 83(1992)-  31 00 02.37074(N)    085 01 28.08942(W) AD(       ) 2
 BT2089  NAD 83(1992)-  31 00 02.37598(N)    085 01 28.09019(W) AD(       ) 2
 BT2089  NAD 83(1986)-  31 00 02.37664(N)    085 01 28.09057(W) AD(       ) 2
 BT2089  NAD 27      -  31 00 01.70900(N)    085 01 28.34400(W) AD(       ) 2
 BT2089
 BT2089.Superseded values are not recommended for survey control.
 BT2089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2089.See file dsdata.txt to determine how the superseded data were derived.
 BT2089
 BT2089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV8861331350(NAD 83)
 BT2089_MARKER: B = BOLT
 BT2089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT2089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2089+STABILITY: SURFACE MOTION
 BT2089
 BT2089  HISTORY     - Date     Condition        Report By
 BT2089  HISTORY     - 1938     MONUMENTED       CGS
 BT2089
 BT2089                          STATION DESCRIPTION
 BT2089
 BT2089'DESCRIBED BY COAST AND GEODETIC SURVEY 1938
 BT2089'SEE STA IRWIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3596 ***********************************************************************
 DG3596  DESIGNATION -  CHEAHA MTN LOT
 DG3596  PID         -  DG3596
 DG3596  STATE/COUNTY-  AL/CLEBURNE
 DG3596  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG3596
 DG3596                         *CURRENT SURVEY CONTROL
 DG3596  ___________________________________________________________________
 DG3596* NAD 83(1992)-  33 29 07.83637(N)    085 48 31.19567(W)     ADJUSTED  
 DG3596* NAVD 88     -       734.     (meters)    2408.     (feet)  VERTCON   
 DG3596  ___________________________________________________________________
 DG3596  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DG3596  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DG3596
 DG3596  HORZ ORDER  -  THIRD
 DG3596
 DG3596.The horizontal coordinates were established by classical geodetic methods
 DG3596.and adjusted by the National Geodetic Survey in December 1992..
 DG3596
 DG3596.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3596.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3596
 DG3596.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3596
 DG3596.The geoid height was determined by GEOID03.
 DG3596
 DG3596;                    North         East     Units Scale Factor Converg.
 DG3596;SPC AL E     -   331,040.677   202,292.491   MT  0.99996006   +0 00 49.0
 DG3596;UTM  16      - 3,705,747.646   610,679.133   MT  0.99975102   +0 39 26.5
 DG3596
 DG3596!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3596!SPC AL E     -   0.99988926  x   0.99996006  =   0.99984933
 DG3596!UTM  16      -   0.99988926  x   0.99975102  =   0.99964031
 DG3596
 DG3596                          SUPERSEDED SURVEY CONTROL
 DG3596
 DG3596  NAD 83(1986)-  33 29 07.84127(N)    085 48 31.19056(W) AD(       ) 4
 DG3596  NAD 27      -  33 29 07.45800(N)    085 48 31.30800(W) AD(       ) 3
 DG3596  NGVD 29 (07/19/86)  734.     (m)         2408.     (f) VERT ANG       
 DG3596
 DG3596.Superseded values are not recommended for survey control.
 DG3596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3596.See file dsdata.txt to determine how the superseded data were derived.
 DG3596
 DG3596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1067905748(NAD 83)
 DG3596_MARKER: 57 = LOOKOUT TOWER
 DG3596
 DG3596  HISTORY     - Date     Condition        Report By
 DG3596  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3596  HISTORY     - 1971     GOOD             USE
 DG3596
 DG3596                          STATION DESCRIPTION
 DG3596
 DG3596'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3596'THIS INTERSECTION STATION IS THE STONE LOOKOUT TOWER ON THE
 DG3596'HIGHEST PART OF CHEAHA MOUNTAIN.  THE TOP OF THE TOWER IS ABOUT
 DG3596'50 FEET HIGH AND HAS GLASS WINDOWS IN THE LOOKOUT ROOM ON TOP.
 DG3596'THE FINIAL ON TOP OF THE TOWER WAS OBSERVED UPON.
 DG3596'
 DG3596'THIS TOWER HAS ALMOST THE IDENTICAL POSTITION AS STATION
 DG3596'CHEEHAHAW THE POSITION WHICH IS NOW A CROSS CUT IN THE STONE
 DG3596'AND CONCRETE FLOOR OF THE LOOKOUT TOWER.
 DG3596
 DG3596                          STATION RECOVERY (1971)
 DG3596
 DG3596'RECOVERY NOTE BY US ENGINEERS 1971
 DG3596'THE LOOKOUT TOWER WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3595 ***********************************************************************
 DG3595  DESIGNATION -  CHEEHAHAW
 DG3595  PID         -  DG3595
 DG3595  STATE/COUNTY-  AL/CLEBURNE
 DG3595  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG3595
 DG3595                         *CURRENT SURVEY CONTROL
 DG3595  ___________________________________________________________________
 DG3595* NAD 83(1992)-  33 29 07.84060(N)    085 48 31.18698(W)     ADJUSTED  
 DG3595* NAVD 88     -       735.5    (meters)    2413.     (feet)  VERTCON   
 DG3595  ___________________________________________________________________
 DG3595  LAPLACE CORR-           0.53  (seconds)                    DEFLEC99
 DG3595  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DG3595
 DG3595  HORZ ORDER  -  FIRST
 DG3595
 DG3595.The horizontal coordinates were established by classical geodetic methods
 DG3595.and adjusted by the National Geodetic Survey in December 1992..
 DG3595
 DG3595.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3595
 DG3595.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3595
 DG3595.The geoid height was determined by GEOID03.
 DG3595
 DG3595;                    North         East     Units Scale Factor Converg.
 DG3595;SPC AL E     -   331,040.807   202,292.716   MT  0.99996006   +0 00 49.0
 DG3595;UTM  16      - 3,705,747.779   610,679.356   MT  0.99975102   +0 39 26.5
 DG3595
 DG3595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3595!SPC AL E     -   0.99988904  x   0.99996006  =   0.99984911
 DG3595!UTM  16      -   0.99988904  x   0.99975102  =   0.99964009
 DG3595
 DG3595:                Primary Azimuth Mark                     Grid Az
 DG3595:SPC AL E     -  HORN                                     229 59 53.6
 DG3595:UTM  16      -  HORN                                     229 21 16.1
 DG3595
 DG3595|---------------------------------------------------------------------|
 DG3595| PID    Reference Object                     Distance      Geod. Az  |
 DG3595|                                                           dddmmss.s |
 DG3595| DH2440 HORN                                APPROX.32.3 KM 2300042.6 |
 DG3595| DH2435 TALLADEGA NEGRO COLL FLAGPOLE       APPROX.28.9 KM 2583725.3 |
 DG3595| DH2439 TALLADEGA LEWIS HOUSE CUPOLA        APPROX.26.7 KM 2591415.9 |
 DG3595| DH2431 BACKBONE MT OF BALD ROCK            APPROX.58.4 KM 2831044.8 |
 DG3595| DH2432 LITTLE PEAK SOUTHERN OF 2           APPROX.57.0 KM 2855025.9 |
 DG3595|---------------------------------------------------------------------|
 DG3595
 DG3595                          SUPERSEDED SURVEY CONTROL
 DG3595
 DG3595  NAD 83(1986)-  33 29 07.84568(N)    085 48 31.18202(W) AD(       ) 1
 DG3595  NAD 27      -  33 29 07.45400(N)    085 48 31.31600(W) AD(       ) 1
 DG3595  NGVD 29 (07/19/86)  735.4    (m)         2413.     (f) VERT ANG       
 DG3595
 DG3595.Superseded values are not recommended for survey control.
 DG3595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3595.See file dsdata.txt to determine how the superseded data were derived.
 DG3595
 DG3595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1067905748(NAD 83)
 DG3595_MARKER: X = CHISELED CROSS
 DG3595_SETTING: 80 = SET IN A BOULDER
 DG3595_SP_SET: PARTIALLY EXPOSED BOULDER
 DG3595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3595+STABILITY: SURFACE MOTION
 DG3595
 DG3595  HISTORY     - Date     Condition        Report By
 DG3595  HISTORY     - 1886     MONUMENTED       CGS
 DG3595  HISTORY     - 1941     SEE DESCRIPTION  CGS
 DG3595  HISTORY     - 1971     GOOD             USE
 DG3595
 DG3595                          STATION DESCRIPTION
 DG3595
 DG3595'DESCRIBED BY COAST AND GEODETIC SURVEY 1886 (OHT)
 DG3595'STATION IS ON THE HIGHEST PART OF THE MOUNTAINS AMONG ROCKY
 DG3595'OUTCROPPINGS, ABOUT 9 MILES S OF OXFORD.  THERE IS A PRECIPITOUS
 DG3595'BLUFF ON THE WESTERN SIDE OF THE MOUNTAIN KNOWN AS THE PULPIT.
 DG3595'THE STATION IS ON A TURNING POINT OF THE BOUNDARY LINE BETWEEN
 DG3595'TALLADEGA AND CLAY COUNTIES.
 DG3595'
 DG3595'THE STATION WAS MARKED BY A CROSS CUT ON A STONE BURIED ABOUT
 DG3595'1 FOOT BELOW THE SURFACE IN A CLEFT BETWEEN THE LEDGES.  ANOTHER
 DG3595'STONE WITH A CROSS CUT ON TOP WAS SET OVER THIS AND PROJECTS 1
 DG3595'FOOT ABOVE THE SURFACE.  TO THE EASTWARD AND SOUTHWARD SHALLOW
 DG3595'HOLES WERE DRILLED INTO THE CENTERS OF TRIANGLES CUT INTO
 DG3595'OUTCROPPING ROCKS.  THE S MARK BEARS S 30-1/2 DEG. W AND IS
 DG3595'DISTANT FROM THE CENTER OF THE STATION 4.17 FEET (1.27 METERS).
 DG3595'THE E MARK BEARS N 101-1/2 DEG. E AND IS DISTANT FROM THE
 DG3595'CENTER OF THE STATION 5.48 FEET (1.67 METERS).
 DG3595
 DG3595                          STATION RECOVERY (1941)
 DG3595
 DG3595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3595'THE OLD STATION COULD NOT BE RECOVERED BECAUSE A LOOKOUT TOWER
 DG3595'HAS BEEN BUILT OVER THE SITE OF THE STATION.  THE ENGINEER IN
 DG3595'CHARGE OF CONSTRUCTING THE LOOKOUT TOWER WAS CONTACTED AND HE SAID
 DG3595'THAT HE RECOVERED THE OLD SURFACE AND UNDERGROUND MARKS (CROSSES
 DG3595'CUT IN ROCKS) AT THE TIME THE TOWER WAS BUILT AND THAT HE PLUMBED
 DG3595'IN A POINT OVER THE OLD UNDERGROUND MARK AND MARKED IT IN THE
 DG3595'CONCRETE FLOOR OF THE TOWER BY A CROSS.  THE POSITION OF THIS
 DG3595'CROSS WAS COMPUTED AND IT IS BELIEVED THAT IT IS DIRECTLY OVER
 DG3595'THE OLD STATION.
 DG3595'
 DG3595'THE STATION IS NOW MARKED BY A CROSS IN THE CENTER OF THE
 DG3595'CONCRETE FLOOR OF THE LOOKOUT TOWER AT THE GROUND LEVEL.  THE
 DG3595'LOOKOUT TOWER IS OF STONE AND CONCRETE CONSTRUCTION ABOUT 50
 DG3595'FEET HIGH AND HAS A GLASSED-IN OBSERVATION ROOM AT THE TOP.  IT IS
 DG3595'LOCATED ON THE HIGHEST PART OF CHEAHA MOUNTAIN (THE HIGHEST POINT
 DG3595'IN ALABAMA) IN CHEAHA STATE PARK AND IS ABOUT 9 MILES S OF
 DG3595'OXFORD.
 DG3595'
 DG3595'LOCAL INQUIRY WILL DISCLOSE THE BEST ROUTE TO THE STATION.
 DG3595'
 DG3595'CHEEHAHAW 2 WAS ESTABLISHED 47.71 FEET SE OF THIS STATION.
 DG3595
 DG3595                          STATION RECOVERY (1971)
 DG3595
 DG3595'RECOVERY NOTE BY US ENGINEERS 1971
 DG3595'THE STATION MARK IS IN GOOD CONDITION.  IT IS LOCATED ON THE CONCRETE
 DG3595'FLOOR OF THE LOOKOUT TOWER IN CHEAHA STATE PARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1675 ***********************************************************************
 DG1675  DESIGNATION -  CHEEHAHAW 2
 DG1675  PID         -  DG1675
 DG1675  STATE/COUNTY-  AL/CLEBURNE
 DG1675  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG1675
 DG1675                         *CURRENT SURVEY CONTROL
 DG1675  ___________________________________________________________________
 DG1675* NAD 83(1992)-  33 29 07.48213(N)    085 48 30.82064(W)     ADJUSTED  
 DG1675* NAVD 88     -       733.204  (meters)    2405.52   (feet)  ADJUSTED  
 DG1675  ___________________________________________________________________
 DG1675  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 DG1675  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DG1675  DYNAMIC HT  -         732.397 (meters)    2402.87  (feet)  COMP
 DG1675  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 DG1675
 DG1675  HORZ ORDER  -  FIRST
 DG1675  VERT ORDER  -  SECOND    CLASS 0
 DG1675
 DG1675.The horizontal coordinates were established by classical geodetic methods
 DG1675.and adjusted by the National Geodetic Survey in December 1992..
 DG1675
 DG1675.The orthometric height was determined by differential leveling
 DG1675.and adjusted by the National Geodetic Survey in June 1991..
 DG1675
 DG1675.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG1675
 DG1675.The geoid height was determined by GEOID03.
 DG1675
 DG1675.The dynamic height is computed by dividing the NAVD 88
 DG1675.geopotential number by the normal gravity value computed on the
 DG1675.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1675.degrees latitude (g = 980.6199 gals.).
 DG1675
 DG1675.The modeled gravity was interpolated from observed gravity values.
 DG1675
 DG1675;                    North         East     Units Scale Factor Converg.
 DG1675;SPC AL E     -   331,029.766   202,302.175   MT  0.99996007   +0 00 49.2
 DG1675;UTM  16      - 3,705,736.846   610,688.937   MT  0.99975105   +0 39 26.7
 DG1675
 DG1675!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG1675!SPC AL E     -   0.99988940  x   0.99996007  =   0.99984947
 DG1675!UTM  16      -   0.99988940  x   0.99975105  =   0.99964048
 DG1675
 DG1675:                Primary Azimuth Mark                     Grid Az
 DG1675:SPC AL E     -  OXANNA                                   000 19 37.4
 DG1675:UTM  16      -  OXANNA                                   359 40 59.9
 DG1675
 DG1675|---------------------------------------------------------------------|
 DG1675| PID    Reference Object                     Distance      Geod. Az  |
 DG1675|                                                           dddmmss.s |
 DG1675| DG3620 OXANNA                              APPROX.17.7 KM 0002026.6 |
 DG1675| DG1678 CHEEHAHAW 2 AZ MK                                  1442923.8 |
 DG1675| DG3597 T18S R8E SECS 4 9 1/4 COR           161.190 METERS 19545     |
 DG1675| DG1674 CHEEHAHAW 2 RM 1                     16.370 METERS 20428     |
 DG1675| DG1676 CHEEHAHAW 2 RM 2                     17.130 METERS 28044     |
 DG1675| DH2430 FORT WORTH ATLANTA AWY BCN 68       APPROX.26.6 KM 2913306.8 |
 DG1675| DG3595 CHEEHAHAW                            14.540 METERS 31926     |
 DG1675|---------------------------------------------------------------------|
 DG1675
 DG1675                          SUPERSEDED SURVEY CONTROL
 DG1675
 DG1675  NAD 83(1986)-  33 29 07.48718(N)    085 48 30.81564(W) AD(       ) 1
 DG1675  NAD 27      -  33 29 07.09600(N)    085 48 30.95000(W) AD(       ) 1
 DG1675  NGVD 29 (??/??/92)  733.142  (m)         2405.32   (f) ADJ UNCH    2 0
 DG1675
 DG1675.Superseded values are not recommended for survey control.
 DG1675.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1675.See file dsdata.txt to determine how the superseded data were derived.
 DG1675
 DG1675_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1068905737(NAD 83)
 DG1675_MARKER: DS = TRIANGULATION STATION DISK
 DG1675_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1675_SP_SET: SIDEWALK
 DG1675_STAMPING: CHEEHAHAW NO 2 1941
 DG1675_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1675
 DG1675  HISTORY     - Date     Condition        Report By
 DG1675  HISTORY     - 1941     MONUMENTED       CGS
 DG1675  HISTORY     - 1948     GOOD             NGS
 DG1675  HISTORY     - 1971     GOOD             USE
 DG1675  HISTORY     - 1972     GOOD             ALHD
 DG1675
 DG1675                          STATION DESCRIPTION
 DG1675
 DG1675'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG1675'STATION IS 47.71 FEET SE OF THE CENTER OF THE CHEAHA STATE PARK
 DG1675'LOOKOUT TOWER, 48 FEET W OF THE CENTER OF THE DRIVEWAY IN FRONT
 DG1675'OF THE LOOKOUT TOWER.  THIS POINT IS KNOWN AS THE HIGHEST IN THE
 DG1675'STATE OF ALABAMA.  THE MARK IS SET IN THE CENTER OF THE ROCK WALK
 DG1675'AND THE DISK IS STAMPED CHEEHAHAW 2 1941.
 DG1675'
 DG1675'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET
 DG1675'IN CONCRETE.
 DG1675'
 DG1675'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A DRILL
 DG1675'HOLE IN OUTCROPPING BEDROCK, 18 FEET W OF THE CENTER OF THE
 DG1675'DRIVEWAY.  THE DISK IS STAMPED CHEEHAHAW 2, NO. 1, 1941.
 DG1675'
 DG1675'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A DRILL
 DG1675'HOLE IN A BOULDER THAT PROJECTS FROM UNDER THE S END OF THE
 DG1675'LOOKOUT TOWER.  THE DISK IS STAMPED CHEEHAHAW 2, NO. 2, 1941.
 DG1675'
 DG1675'AZIMUTH MARK IS A STANDARD BRONZE DISK SET IN A DRILL HOLE IN
 DG1675'A BOULDER, ABOUT 1 MILE AIRLINE FROM THE STATION.  IT IS 52
 DG1675'FEET S OF THE SKYLINE DRIVE ENROUTE TO THE STATION AND IT IS
 DG1675'0.6 MILE E OF THE INFORMATION BOOTH.  THE DISK IS STAMPED
 DG1675'CHEEHAHAW 2, 1941.
 DG1675'
 DG1675'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 DG1675
 DG1675                          STATION RECOVERY (1948)
 DG1675
 DG1675'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 DG1675'7.7 MI NW FROM UNION.
 DG1675'ABOUT 3.75 MILES NORTH ALONG A ROAD FROM THE BAPTIST CHURCH AND
 DG1675'CEMETERY AT UNION, THENCE ABOUT 3.95 MILES SOUTHWEST ALONG THE
 DG1675'SKYLINE MOTORWAY AND A ROAD TO CHEAHA LOOKOUT TOWER, AT THE LOOKOUT
 DG1675'TOWER, IN THE CENTER OF THE WALK TO THE SOUTHEAST ENTRANCE TO THE
 DG1675'STONE BUILDING, 24 FEET SOUTHEAST OF THE CENTER OF THE ENTRANCE
 DG1675'DOORWAY, 53.7 FEET NORTH OF R.M. NO. 1, 56.2 FEET EAST OF R.M. 2,
 DG1675'AND FLUSH WITH THE WALK.
 DG1675
 DG1675                          STATION RECOVERY (1971)
 DG1675
 DG1675'RECOVERY NOTE BY US ENGINEERS 1971
 DG1675'STATION, RM NO. 1, AND RM NO. 2 WERE RECOVERED AS DESCRIBED IN GOOD
 DG1675'CONDITION.
 DG1675
 DG1675                          STATION RECOVERY (1972)
 DG1675
 DG1675'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1972 (JDS)
 DG1675'CHEEHAHAW 2 1941 RECOVERED GOOD.
 DG1675'
 DG1675'CHEEHAHAW 2 NO. 1 1941 RECOVERED GOOD.
 DG1675'
 DG1675'CHEEHAHAW 2 NO. 2 1941 RECOVERED GOOD.
 DG1675'
 DG1675'CHEEHAHAW 2 AZIMUTH NOT FOUND.
 DG1675'
 DG1675'SOME CONSTRUCTION WORK HAS BEEN DONE IN THE AREA AND THE AZIMUTH MARK
 DG1675'MAY HAVE BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1678 ***********************************************************************
 DG1678  DESIGNATION -  CHEEHAHAW 2 AZ MK
 DG1678  PID         -  DG1678
 DG1678  STATE/COUNTY-  AL/CLEBURNE
 DG1678  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG1678
 DG1678                         *CURRENT SURVEY CONTROL
 DG1678  ___________________________________________________________________
 DG1678* NAD 83(1986)-  33 28 33.     (N)    085 48 02.     (W)     SCALED    
 DG1678* NAVD 88     -       548.836  (meters)    1800.64   (feet)  ADJUSTED  
 DG1678  ___________________________________________________________________
 DG1678  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DG1678  DYNAMIC HT  -         548.227 (meters)    1798.64  (feet)  COMP
 DG1678  MODELED GRAV-     979,509.1   (mgal)                       NAVD 88
 DG1678
 DG1678  VERT ORDER  -  SECOND    CLASS 0
 DG1678
 DG1678.The horizontal coordinates were scaled from a topographic map and have
 DG1678.an estimated accuracy of +/- 6 seconds.
 DG1678
 DG1678.The orthometric height was determined by differential leveling
 DG1678.and adjusted by the National Geodetic Survey in June 1991..
 DG1678
 DG1678.The geoid height was determined by GEOID03.
 DG1678
 DG1678.The dynamic height is computed by dividing the NAVD 88
 DG1678.geopotential number by the normal gravity value computed on the
 DG1678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1678.degrees latitude (g = 980.6199 gals.).
 DG1678
 DG1678.The modeled gravity was interpolated from observed gravity values.
 DG1678
 DG1678;                    North         East    Units  Estimated Accuracy
 DG1678;SPC AL E     -   329,970.      203,050.      MT  (+/- 180 meters Scaled)
 DG1678
 DG1678                          SUPERSEDED SURVEY CONTROL
 DG1678
 DG1678  NGVD 29 (??/??/92)  548.77   (m)         1800.4    (f) COMPUTED    2 0
 DG1678
 DG1678.Superseded values are not recommended for survey control.
 DG1678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1678.See file dsdata.txt to determine how the superseded data were derived.
 DG1678
 DG1678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC114046(NAD 83)
 DG1678_MARKER: DZ = AZIMUTH MARK DISK
 DG1678_SETTING: 80 = SET IN A BOULDER
 DG1678_SP_SET: BOULDER
 DG1678_STAMPING: CHEEHAHAW 1941 NO 2
 DG1678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1678+STABILITY: SURFACE MOTION
 DG1678
 DG1678  HISTORY     - Date     Condition        Report By
 DG1678  HISTORY     - 1941     MONUMENTED       CGS
 DG1678  HISTORY     - 1948     GOOD             NGS
 DG1678
 DG1678                          STATION DESCRIPTION
 DG1678
 DG1678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1678'5.9 MI NW FROM UNION.
 DG1678'ABOUT 3.75 MILES NORTH ALONG A ROAD FROM THE UNION BAPTIST
 DG1678'CHURCH AND CEMETERY, THENCE ABOUT 2.15 MILES SOUTHWEST ALONG THE
 DG1678'SKYLINE MOTORWAY LEADING TO CHEAHA LOOKOUT TOWER, ABOUT 1.0 MILE
 DG1678'NORTHEAST OF A CROSSROAD, 52 FEET SOUTHEAST OF THE CENTER LINE
 DG1678'OF THE ROAD, 21 FEET EAST OF A TRIANGULAR BLAZED 16-INCH OAK TREE,
 DG1678'IN THE TOP OF AN 8 BY 10-FOOT BOULDER PROTRUDING ABOUT 3 FEET OUT
 DG1678'OF THE GROUND, SET HORIZONTALLY IN THE BOULDER ABOUT 3 FEET
 DG1678'NORTHWEST OF THE SOUTHEAST EDGE, ABOUT 9 FEET SOUTHEAST OF A
 DG1678'WHITE WOODEN WITNESS POST AND ABOUT 20 FEET ABOVE THE ROAD
 DG1678'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1674 ***********************************************************************
 DG1674  DESIGNATION -  CHEEHAHAW 2 RM 1
 DG1674  PID         -  DG1674
 DG1674  STATE/COUNTY-  AL/CLEBURNE
 DG1674  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG1674
 DG1674                         *CURRENT SURVEY CONTROL
 DG1674  ___________________________________________________________________
 DG1674* NAD 83(1986)-  33 29 07.     (N)    085 48 30.     (W)     SCALED    
 DG1674* NAVD 88     -       732.530  (meters)    2403.31   (feet)  ADJUSTED  
 DG1674  ___________________________________________________________________
 DG1674  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DG1674  DYNAMIC HT  -         731.725 (meters)    2400.67  (feet)  COMP
 DG1674  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 DG1674
 DG1674  VERT ORDER  -  SECOND    CLASS 0
 DG1674
 DG1674.The horizontal coordinates were scaled from a topographic map and have
 DG1674.an estimated accuracy of +/- 6 seconds.
 DG1674
 DG1674.The orthometric height was determined by differential leveling
 DG1674.and adjusted by the National Geodetic Survey in June 1991..
 DG1674
 DG1674.The geoid height was determined by GEOID03.
 DG1674
 DG1674.The dynamic height is computed by dividing the NAVD 88
 DG1674.geopotential number by the normal gravity value computed on the
 DG1674.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1674.degrees latitude (g = 980.6199 gals.).
 DG1674
 DG1674.The modeled gravity was interpolated from observed gravity values.
 DG1674
 DG1674;                    North         East    Units  Estimated Accuracy
 DG1674;SPC AL E     -   331,020.      202,320.      MT  (+/- 180 meters Scaled)
 DG1674
 DG1674                          SUPERSEDED SURVEY CONTROL
 DG1674
 DG1674  NGVD 29 (??/??/92)  732.47   (m)         2403.1    (f) COMPUTED    2 0
 DG1674
 DG1674.Superseded values are not recommended for survey control.
 DG1674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1674.See file dsdata.txt to determine how the superseded data were derived.
 DG1674
 DG1674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC107057(NAD 83)
 DG1674_MARKER: DR = REFERENCE MARK DISK
 DG1674_SETTING: 66 = SET IN ROCK OUTCROP
 DG1674_SP_SET: ROCK OUTCROP
 DG1674_STAMPING: CHEEHAHAW NO 2 1941 NO 1
 DG1674_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1674+STABILITY: POSITION/ELEVATION WELL
 DG1674
 DG1674  HISTORY     - Date     Condition        Report By
 DG1674  HISTORY     - 1941     MONUMENTED       CGS
 DG1674  HISTORY     - 1948     GOOD             NGS
 DG1674
 DG1674                          STATION DESCRIPTION
 DG1674
 DG1674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1674'7.7 MI NW FROM UNION.
 DG1674'ABOUT 3.75 MILES NORTH ALONG A ROAD FROM THE BAPTIST CHURCH
 DG1674'AND CEMETERY AT UNION, THENCE ABOUT 3.95 MILES SOUTHWEST ALONG THE
 DG1674'SKYLINE MOTORWAY AND A ROAD TO CHEAHA LOOKOUT TOWER, AT THE
 DG1674'LOOKOUT TOWER, 69 FEET SOUTH OF THE CENTER OF THE DOOR TO THE
 DG1674'SOUTHEAST ENTRANCE TO THE STONE BUILDING, 48 FEET SOUTHWEST OF THE
 DG1674'CENTER LINE OF A WALK TO THE ENTRANCE, 25 FEET NORTHWEST OF THE
 DG1674'CENTER LINE OF A ROAD, 53.7 FEET SOUTH OF THE STATION MARK, 68
 DG1674'FEET SOUTH-SOUTHEAST OF R.M. NO. 2, SET IN THE TOP OF A ROCK
 DG1674'OUTCROP ABOUT 2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1676 ***********************************************************************
 DG1676  DESIGNATION -  CHEEHAHAW 2 RM 2
 DG1676  PID         -  DG1676
 DG1676  STATE/COUNTY-  AL/CLEBURNE
 DG1676  USGS QUAD   -  CHEAHA MOUNTAIN (1976)
 DG1676
 DG1676                         *CURRENT SURVEY CONTROL
 DG1676  ___________________________________________________________________
 DG1676* NAD 83(1986)-  33 29 07.     (N)    085 48 30.     (W)     SCALED    
 DG1676* NAVD 88     -       733.704  (meters)    2407.16   (feet)  ADJUSTED  
 DG1676  ___________________________________________________________________
 DG1676  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 DG1676  DYNAMIC HT  -         732.897 (meters)    2404.51  (feet)  COMP
 DG1676  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 DG1676
 DG1676  VERT ORDER  -  SECOND    CLASS 0
 DG1676
 DG1676.The horizontal coordinates were scaled from a topographic map and have
 DG1676.an estimated accuracy of +/- 6 seconds.
 DG1676
 DG1676.The orthometric height was determined by differential leveling
 DG1676.and adjusted by the National Geodetic Survey in June 1991..
 DG1676
 DG1676.The geoid height was determined by GEOID03.
 DG1676
 DG1676.The dynamic height is computed by dividing the NAVD 88
 DG1676.geopotential number by the normal gravity value computed on the
 DG1676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1676.degrees latitude (g = 980.6199 gals.).
 DG1676
 DG1676.The modeled gravity was interpolated from observed gravity values.
 DG1676
 DG1676;                    North         East    Units  Estimated Accuracy
 DG1676;SPC AL E     -   331,020.      202,320.      MT  (+/- 180 meters Scaled)
 DG1676
 DG1676                          SUPERSEDED SURVEY CONTROL
 DG1676
 DG1676  NGVD 29 (??/??/92)  733.64   (m)         2407.0    (f) COMPUTED    2 0
 DG1676
 DG1676.Superseded values are not recommended for survey control.
 DG1676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1676.See file dsdata.txt to determine how the superseded data were derived.
 DG1676
 DG1676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC107057(NAD 83)
 DG1676_MARKER: DR = REFERENCE MARK DISK
 DG1676_SETTING: 66 = SET IN ROCK OUTCROP
 DG1676_SP_SET: ROCK OUTCROP
 DG1676_STAMPING: CHEEHAHAW NO 2 1941 NO 2
 DG1676_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1676+STABILITY: POSITION/ELEVATION WELL
 DG1676
 DG1676  HISTORY     - Date     Condition        Report By
 DG1676  HISTORY     - 1941     MONUMENTED       CGS
 DG1676  HISTORY     - 1948     GOOD             NGS
 DG1676
 DG1676                          STATION DESCRIPTION
 DG1676
 DG1676'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1676'7.7 MI SW FROM UNION.
 DG1676'ABOUT 3.75 MILES NORTH ALONG A ROAD FROM THE UNION BAPTIST
 DG1676'CHURCH AND CEMETERY, THENCE ABOUT 3.95 MILES SOUTHWEST ALONG THE
 DG1676'SKYLINE MOTORWAY AND A ROAD LEADING TO CHEAHA LOOKOUT TOWER, AT THE
 DG1676'LOOKOUT TOWER, 11 FEET WEST OF THE SOUTH CORNER OF THE STONE
 DG1676'BUILDING, 5 FEET NORTHEAST OF A STEEL RADIO TOWER, 68 FEET
 DG1676'NORTH-NORTHWEST OF R.M. NO. 1, 56.2 FEET WEST OF THE STATION
 DG1676'MARK, AND SET IN THE TOP OF A FLAT ROCK OUTCROP ON THE SOUTHWEST
 DG1676'SIDE OF THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1595 ***********************************************************************
 EF1595  DESIGNATION -  CHEROKEE
 EF1595  PID         -  EF1595
 EF1595  STATE/COUNTY-  AL/COLBERT
 EF1595  USGS QUAD   -  BARTON (1988)
 EF1595
 EF1595                         *CURRENT SURVEY CONTROL
 EF1595  ___________________________________________________________________
 EF1595* NAD 83(1992)-  34 44 32.02264(N)    087 57 27.96238(W)     ADJUSTED  
 EF1595* NAVD 88     -       267.2    (meters)     877.     (feet)  VERTCON   
 EF1595  ___________________________________________________________________
 EF1595  X           -     186,981.872 (meters)                     COMP
 EF1595  Y           -  -5,243,640.891 (meters)                     COMP
 EF1595  Z           -   3,614,541.743 (meters)                     COMP
 EF1595  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 EF1595  ELLIP HEIGHT-         239.88  (meters)          (07/29/02) GPS OBS
 EF1595  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EF1595
 EF1595  HORZ ORDER  -  FIRST
 EF1595  ELLP ORDER  -  FOURTH    CLASS I
 EF1595
 EF1595.The horizontal coordinates were established by GPS observations
 EF1595.and adjusted by the National Geodetic Survey in December 1992..
 EF1595
 EF1595.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1595.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1595
 EF1595.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1595
 EF1595.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1595
 EF1595.The ellipsoidal height was determined by GPS observations
 EF1595.and is referenced to NAD 83.
 EF1595
 EF1595.The geoid height was determined by GEOID03.
 EF1595
 EF1595;                    North         East     Units Scale Factor Converg.
 EF1595;SPC AL W     -   525,943.163   558,083.269   MT  0.99995498   -0 15 39.2
 EF1595;SPC MS E     -   581,626.981   380,175.760   MT  1.00002920   +0 29 56.4
 EF1595;SPC MS E     - 1,908,221.19  1,247,293.31   sFT  1.00002920   +0 29 56.4
 EF1595;UTM  16      - 3,844,875.415   412,327.509   MT  0.99969474   -0 32 45.1
 EF1595
 EF1595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1595!SPC AL W     -   0.99996235  x   0.99995498  =   0.99991733
 EF1595!SPC MS E     -   0.99996235  x   1.00002920  =   0.99999155
 EF1595!UTM  16      -   0.99996235  x   0.99969474  =   0.99965710
 EF1595
 EF1595|---------------------------------------------------------------------|
 EF1595| PID    Reference Object                     Distance      Geod. Az  |
 EF1595|                                                           dddmmss.s |
 EF1595| CG5079 CHEROKEE RM 2                        36.870 METERS 09052     |
 EF1595| EF1596 WINTER                              APPROX.13.1 KM 1592947.5 |
 EF1595| CG5078 CHEROKEE RM 1                        35.390 METERS 27022     |
 EF1595|---------------------------------------------------------------------|
 EF1595
 EF1595                          SUPERSEDED SURVEY CONTROL
 EF1595
 EF1595  ELLIP H (12/04/92)  239.93   (m)                       GP(       ) 4 1
 EF1595  NAD 83(1986)-  34 44 32.03004(N)    087 57 27.96119(W) AD(       ) 1
 EF1595  NAD 27      -  34 44 31.70600(N)    087 57 27.83000(W) AD(       ) 1
 EF1595  NGVD 29 (12/04/92)  267.1    (m)          876.     (f) GPS OBS        
 EF1595
 EF1595.Superseded values are not recommended for survey control.
 EF1595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1595.See file dsdata.txt to determine how the superseded data were derived.
 EF1595
 EF1595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD1232844875(NAD 83)
 EF1595_MARKER: DS = TRIANGULATION STATION DISK
 EF1595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1595_SP_SET: CONCRETE POST
 EF1595_MARK LOGO: CGS   
 EF1595_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1595+STABILITY: SURFACE MOTION
 EF1595_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1595+SATELLITE: SATELLITE OBSERVATIONS - January 22, 1992
 EF1595
 EF1595  HISTORY     - Date     Condition        Report By
 EF1595  HISTORY     - 1914     MONUMENTED       CGS
 EF1595  HISTORY     - 1914     GOOD             CGS
 EF1595  HISTORY     - 1950     GOOD             TVA
 EF1595  HISTORY     - 1970     GOOD             LOCSUR
 EF1595  HISTORY     - 1972     GOOD             LOCSUR
 EF1595  HISTORY     - 19891128 GOOD             ALHD
 EF1595  HISTORY     - 19900509 GOOD
 EF1595  HISTORY     - 19920122 GOOD             ALHD
 EF1595
 EF1595                          STATION DESCRIPTION
 EF1595
 EF1595'DESCRIBED BY COAST AND GEODETIC SURVEY 1914 (EHP)
 EF1595'1-1/2 MILES SOUTHEAST FROM CHEROKEE, 3/4 MILE SOUTH OF THE SOUTHERN
 EF1595'RAILWAY, ON THE PROMINENT TIMBERED HILL.  A HOLE 16 INCHES SQUARE
 EF1595'AND 2 FEET DEEP WAS DUG.  IN THE BOTTOM OF THIS, A HOLE 10 INCHES IN
 EF1595'DIAMETER AND 10 INCHES DEEP WAS SUNK, THIS LOWER HOLE WAS
 EF1595'FILLED WITH CONCRETE AND IN THE TOP WAS SET A STANDARD STATION MARK,
 EF1595'THEN COVERED WITH ABOUT 6 INCHES OF SAND OR EARTH AND A FORM 2 FEET
 EF1595'DEEP, 16 INCHES SQUARE AT THE BOTTOM AND 14 INCHES SQUARE AT THE TOP
 EF1595'WAS PLACED IN THE HOLE AND FILLED WITH CONCRETE, THE TOP PROJECTING
 EF1595'ABOUT 6 INCHES.  THE TOP BEARS A STANDARD STATION MARK, PLACED ON THE
 EF1595'HIGHEST PART OF THE HILL ABOUT 8 METERS SOUTH FROM THE FOUNDATION
 EF1595'OF AN OLD STONE CHIMNEY AND 4 METERS NORTHWEST FROM A PILE OF STONE
 EF1595'AND ABOUT 50 METERS SOUTHEAST FROM A WALLED SPRING ON THE
 EF1595'NORTH SLOPE OF THE HILL.  REFERENCE MARK NO. 1 WAS SET AT THE WEST
 EF1595'SIDE OF THE SMALL CLEARING 35.39 METERS (116.11 FEET) FROM THE
 EF1595'STATION N 70 DEG 22 MIN E.  REFERENCE MARK NO. 2 WAS SET
 EF1595'AT THE EAST SIDE OF THE CLEARING CLOSE TO THE OLD ROAD, 2 METERS
 EF1595'LOWER THAN THE STATION AND 36.87 METERS (120.96 FEET) FROM IT,
 EF1595'S 70 DEG 52 MIN W.  BOTH MARKS WERE MADE BY FILLING A HOLE
 EF1595'10 INCHES SQUARE AND 2 FEET DEEP WITH CONCRETE AND SETTING A
 EF1595'STANDARD REFERENCE MARK IN THE TOP, THE ARROW POINTING TO THE
 EF1595'STATION.  THE TOP OF THE MARK IS ABOUT FLUSH WITH THE SURFACE OF
 EF1595'THE GROUND.
 EF1595
 EF1595                          STATION RECOVERY (1914)
 EF1595
 EF1595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1914
 EF1595'RECOVERED IN GOOD CONDITION.
 EF1595
 EF1595                          STATION RECOVERY (1950)
 EF1595
 EF1595'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (DLS)
 EF1595'STATION FOUND IN GOOD CONDITION.  MARKER SET 2 FEET N.  IT IS 1-1/2
 EF1595'MILES SE OF CHEROKEE.
 EF1595'
 EF1595'R.M. 1 - MARKER SET 2 FEET W.  IT IS IN GOOD CONDITION.
 EF1595'
 EF1595'R.M. 2 - MARKER SET 2 FEET N.  IT IS IN GOOD CONDITION.
 EF1595
 EF1595                          STATION RECOVERY (1970)
 EF1595
 EF1595'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1970 (TW)
 EF1595'3/4 MILES SOUTH OF SOUTHERN RAILWAY, IN A CULTIVATED FIELD ON A
 EF1595'PROMINENT HILL.  ABOUT 800 FEET EAST OF A T.V. TOWER.  STEEL POST
 EF1595'AND SIGN SET 3 FEET WEST.
 EF1595'
 EF1595'33.3 S E TO 8 INCH CEDAR.
 EF1595'
 EF1595'47.4 SW TO 8 INCH POST OAK IN FENCELINE ON POSTLINE.
 EF1595'
 EF1595'31.6 SOUTH TO 5 INCH PINE IN FENCELINE ON POSTLINE.
 EF1595'
 EF1595'NOTE COLBERT STEAM PLANT WATER TANK AND MOUNTAIN MILLS LOOKOUT TOWER
 EF1595'CAN BE SEEN FROM CHEROKEE STATION MARK.
 EF1595'
 EF1595'CONDITION OF POINT WHEN FOUND GOOD.
 EF1595'
 EF1595'DISTANCE AND DIRECTION FROM NEAREST TOWN 1-1/2 MI SE FROM CHEROKEE.
 EF1595
 EF1595                          STATION RECOVERY (1972)
 EF1595
 EF1595'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (PHN)
 EF1595'CONDITION OF POINT WHEN FOUND GOOD.
 EF1595'
 EF1595'RM 1 NOT RECOVERED.
 EF1595'
 EF1595'RM 2 FOUND GOOD.
 EF1595'
 EF1595'26.6 S.W. TO 10 INCH OAK.
 EF1595'
 EF1595'29.5 S.E. TO 12 INCH PERSIMMON.
 EF1595'
 EF1595'1.5 E OF A STEEL POST AND SIGN.
 EF1595
 EF1595                          STATION RECOVERY (1989)
 EF1595
 EF1595'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF1595'THE STATION IS LOCATED ON PRIVATE PROPERTY, ABOUT 2.09 KM (1.30 MI)
 EF1595'SOUTHEAST OF CHEROKEE AND ABOUT 23.34 KM (14.50 MI) WEST OF TUSCUMBIA.
 EF1595'TO REACH THE STATION FROM THE JUNCTION OF U. S. 72 AND COLBERT COUNTY
 EF1595'ROAD NO. 21, MILE POST 8.10 ON U. S. 72, IN CHEROKEE, DRIVE EAST ON
 EF1595'U. S. 72 1.05 KM (0.65 MI) TO MILE POST 8.75 AND A PAVED CITY STREET
 EF1595'LEFT AND RIGHT TURN RIGHT ON THE PAVED CITY STREET AND DRIVE SOUTH
 EF1595'0.48 KM (0.30 MI) TO A Y INTERSECTION WITH A GRAVEL ROAD AHEAD AND
 EF1595'THE PAVED STREET TO THE RIGHT, CONTINUE AHEAD ON THE GRAVEL ROAD AND
 EF1595'DRIVE SOUTH 0.24 KM (0.15 MI) TO A FIELD ROAD ON THE LEFT, TURN LEFT
 EF1595'ON THE FIELD ROAD, PASS THROUGH A STEEL GATE AND FOLLOW THE MAIN
 EF1595'FIELD ROAD 0.64 KM (0.40 MI) TO A CABLE T. V. RECIEVER STATION ON TOP
 EF1595'OF THE HILL, FROM HERE, DRIVE EAST ALONG THE SOUTH SIDE OF THE FIELD
 EF1595'0.24 KM (0.15 MI) TO THE STATION ON THE LEFT.
 EF1595'THE STATION IS 0.27 M (0.89 FT) NORTH OF A CARSONITE WITNESS POST,
 EF1595'9.85 M (32.32 FT) NORTH OF A HOGWIRE FENCE ON WOOD POSTS AND TREES,
 EF1595'AND 30.48 M (100.00 FT) EAST OF A HOGWIRE FENCE ON STEEL POSTS.
 EF1595'STATION 17 - 3 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1595
 EF1595                          STATION RECOVERY (1990)
 EF1595
 EF1595'RECOVERED 1990
 EF1595'RECOVERED IN GOOD CONDITION.
 EF1595
 EF1595                          STATION RECOVERY (1992)
 EF1595
 EF1595'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 EF1595'THE STATION IS LOCATED ON PRIVATE PROPERTY, ABOUT 2.09 KM (1.30 MI)
 EF1595'SOUTHEAST OF CHEROKEE AND ABOUT 23.34 KM (14.50 MI) WEST OF TUSCUMBIA.
 EF1595'THERE IS NO STAMPING ON THE DISK.  IT APPEARS THE MARK MAY BE TILTED
 EF1595'A LITTLE BIT, BUT THE POSITION WORKED WELL IN THE ADJUSTMENT OF ALHD
 EF1595'GPS PROJECT US78.
 EF1595'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND COLBERT COUNTY
 EF1595'ROAD NO. 21, MILE POST 8.10 ON U.S. 72, IN CHEROKEE, DRIVE EAST ON
 EF1595'U.S. 72 FOR 1.05 KM (0.65 MI) TO MILE POST 8.75 AND A PAVED CITY
 EF1595'STREET LEFT AND RIGHT, TURN RIGHT ON THE PAVED CITY STREET AND DRIVE
 EF1595'SOUTH FOR 0.48 KM (0.30 MI) TO A Y-INTERSECTION WITH A GRAVEL ROAD
 EF1595'AHEAD AND THE PAVED STREET TO THE RIGHT, CONTINUE AHEAD ON THE GRAVEL
 EF1595'ROAD AND DRIVE SOUTH FOR 0.24 KM (0.15 MI) TO A FIELD ROAD ON THE
 EF1595'LEFT, TURN LEFT ON THE FIELD ROAD, PASS THROUGH A STEEL GATE AND
 EF1595'FOLLOW THE MAIN FIELD ROAD FOR 0.64 KM (0.40 MI) TO A CABLE T. V.
 EF1595'RECIEVER STATION ON TOP OF THE HILL, FROM HERE, DRIVE EAST ALONG THE
 EF1595'SOUTH SIDE OF THE FIELD FOR 0.24 KM (0.15 MI) TO THE STATION ON THE
 EF1595'LEFT.
 EF1595'THE STATION IS 0.27 M (0.89 FT) NORTH OF A CARSONITE WITNESS POST,
 EF1595'9.85 M (32.32 FT) NORTH OF A HOGWIRE FENCE ON WOOD POSTS AND TREES,
 EF1595'AND 30.48 M (100.00 FT) EAST OF A HOGWIRE FENCE ON STEEL POSTS.
 EF1595'STATION 17-3 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2047 ***********************************************************************
 BH2047  DESIGNATION -  CHICK
 BH2047  PID         -  BH2047
 BH2047  STATE/COUNTY-  AL/MOBILE
 BH2047  USGS QUAD   -  GEORGETOWN (1985)
 BH2047
 BH2047                         *CURRENT SURVEY CONTROL
 BH2047  ___________________________________________________________________
 BH2047* NAD 83(1992)-  30 58 02.29008(N)    088 15 58.35704(W)     ADJUSTED  
 BH2047* NAVD 88     -        93.     (meters)     305.     (feet)  SCALED    
 BH2047  ___________________________________________________________________
 BH2047  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 BH2047  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH2047
 BH2047  HORZ ORDER  -  FIRST
 BH2047
 BH2047.The horizontal coordinates were established by classical geodetic methods
 BH2047.and adjusted by the National Geodetic Survey in May 1994..
 BH2047
 BH2047.The orthometric height was scaled from a topographic map.
 BH2047
 BH2047.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2047
 BH2047.The geoid height was determined by GEOID03.
 BH2047
 BH2047;                    North         East     Units Scale Factor Converg.
 BH2047;SPC AL W     -   107,480.510   526,802.541   MT  0.99999940   -0 23 39.4
 BH2047;SPC MS E     -   162,789.774   354,178.850   MT  0.99998619   +0 17 30.6
 BH2047;SPC MS E     -   534,086.12  1,162,001.78   sFT  0.99998619   +0 17 30.6
 BH2047;UTM  16      - 3,426,665.884   379,074.000   MT  0.99978038   -0 39 05.8
 BH2047
 BH2047!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2047!SPC AL W     -   0.99998985  x   0.99999940  =   0.99998925
 BH2047!SPC MS E     -   0.99998985  x   0.99998619  =   0.99997604
 BH2047!UTM  16      -   0.99998985  x   0.99978038  =   0.99977024
 BH2047
 BH2047:                Primary Azimuth Mark                     Grid Az
 BH2047:SPC AL W     -  372                                      278 58 58.9
 BH2047:SPC MS E     -  372                                      278 17 48.9
 BH2047:UTM  16      -  372                                      279 14 25.3
 BH2047
 BH2047|---------------------------------------------------------------------|
 BH2047| PID    Reference Object                     Distance      Geod. Az  |
 BH2047|                                                           dddmmss.s |
 BH2047| DD8260 372                                                2783519.5 |
 BH2047|---------------------------------------------------------------------|
 BH2047
 BH2047                          SUPERSEDED SURVEY CONTROL
 BH2047
 BH2047  NAD 83(1992)-  30 58 02.29043(N)    088 15 58.35540(W) AD(       ) 1
 BH2047  NAD 83(1986)-  30 58 02.30756(N)    088 15 58.36168(W) AD(       ) 1
 BH2047  NAD 27      -  30 58 01.64800(N)    088 15 58.34000(W) AD(       ) 1
 BH2047
 BH2047.Superseded values are not recommended for survey control.
 BH2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2047.See file dsdata.txt to determine how the superseded data were derived.
 BH2047
 BH2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7907426666(NAD 83)
 BH2047_MARKER: DS = TRIANGULATION STATION DISK
 BH2047_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2047
 BH2047  HISTORY     - Date     Condition        Report By
 BH2047  HISTORY     - 1942     MONUMENTED       CGS
 BH2047
 BH2047                          STATION DESCRIPTION
 BH2047
 BH2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2047'STATION IS ABOUT 2 MILES W OF CHICKASAW CREEK AND ALABAMA HIGHWAY 45,
 BH2047'5 MILES NW OF CHUNCHULA, NEAR THE N SIDE AND CENTER OF SEC. 15,
 BH2047'T.1 S, R. 3 W, ON LAND OWNED BY THE STATE FOREST SERVICE.  MARK IS
 BH2047'SET IN TRIANGLE FORMED BY AN INTERSECTION OF T-ROAD FROM THE S
 BH2047'WITH AN E-W ROAD.  IT IS 16.5 FEET S OF THE E-W ROAD, 42 FEET ENE OF
 BH2047'A TRIANGULAR BLAZED 10-INCH PINE TREE AND 3.5 FEET S OF WHITE
 BH2047'REFERENCE POST.  MARK IS STAMPED CHICK 1942 AND PROJECTS 6 INCHES.
 BH2047'
 BH2047'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD DISKS SET IN
 BH2047'CONCRETE.
 BH2047'
 BH2047'REFERENCE MARK NO. 1 IS 111.70 FEET SSE OF THE STATION, 50 FEET E OF
 BH2047'THE N-S ROAD, STAMPED CHICK NO. 1 1942, AND PROJECTS 6
 BH2047'INCHES.
 BH2047'
 BH2047'REFERENCE MARK NO. 2 IS 120.57 FEET W OF THE STATION, 19.5 FEET S OF
 BH2047'THE CENTER LINE OF THE E-W WOODS ROAD, STAMPED CHICK NO. 2 1942,
 BH2047'AND PROJECTS 5 INCHES.
 BH2047'
 BH2047'STATE SURVEY STATION NO. 372 (1940) WHICH IS USED AS AN AZIMUTH MARK,
 BH2047'IS 0.55 MILE W OF STATION, 31-1/2 FEET S OF CENTER LINE OF E-W WOODS
 BH2047'ROAD AND 3 FEET S OF REFERENCE POST.  MARK IS A STANDARD STATE SURVEY
 BH2047'DISK SET IN ROUND CONCRETE POST, PROJECTING 5 INCHES, AND IS STAMPED
 BH2047'372-1940.
 BH2047'
 BH2047'TO REACH FROM THE VILLAGE OF SEMMES ON ALABAMA ROUTE 42, GO N ON MAIN
 BH2047'ROAD AT W EDGE OF TOWN FOR 8.35 MILES TO SNOWS STORE ON RIGHT,
 BH2047'CONTINUE STRAIGHT AHEAD ON MAIN ROAD FOR 4.85 MILES TO FORKS, TAKE
 BH2047'RIGHT FORK AND GO 1.55 MILES TO WOODS ROAD RIGHT (E), THEN CONTINUE
 BH2047'2.5 MILES TO T-ROAD S AND STATION.
 BH2047'
 BH2047'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1951 ***********************************************************************
 BH1951  DESIGNATION -  CHICKASAW TANK
 BH1951  PID         -  BH1951
 BH1951  STATE/COUNTY-  AL/MOBILE
 BH1951  USGS QUAD   -  CHICKASAW (1982)
 BH1951
 BH1951                         *CURRENT SURVEY CONTROL
 BH1951  ___________________________________________________________________
 BH1951* NAD 83(1992)-  30 45 34.20273(N)    088 04 19.83884(W)     ADJUSTED  
 BH1951* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH1951  ___________________________________________________________________
 BH1951  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 BH1951  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH1951
 BH1951  HORZ ORDER  -  SECOND
 BH1951
 BH1951.The horizontal coordinates were established by classical geodetic methods
 BH1951.and adjusted by the National Geodetic Survey in December 1992..
 BH1951
 BH1951.The orthometric height was scaled from a topographic map.
 BH1951
 BH1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1951
 BH1951.The geoid height was determined by GEOID03.
 BH1951
 BH1951;                    North         East     Units Scale Factor Converg.
 BH1951;SPC AL W     -    84,331.678   545,221.168   MT  0.99997034   -0 17 33.5
 BH1951;UTM  16      - 3,403,440.150   397,384.584   MT  0.99972989   -0 32 54.2
 BH1951
 BH1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1951!SPC AL W     -   1.00000449  x   0.99997034  =   0.99997483
 BH1951!UTM  16      -   1.00000449  x   0.99972989  =   0.99973438
 BH1951
 BH1951:                Primary Azimuth Mark                     Grid Az
 BH1951:SPC AL W     -  MOBILE NATL BANK BLDG BCN                158 52 44.0
 BH1951:UTM  16      -  MOBILE NATL BANK BLDG BCN                159 08 04.7
 BH1951
 BH1951|---------------------------------------------------------------------|
 BH1951| PID    Reference Object                     Distance      Geod. Az  |
 BH1951|                                                           dddmmss.s |
 BH1951| BH1969 MOBILE NATL BANK BLDG BCN           APPROX. 7.9 KM 1583510.5 |
 BH1951| BH2021 MOBILE WATERWORKS TANK              APPROX. 9.4 KM 2265409.4 |
 BH1951|---------------------------------------------------------------------|
 BH1951
 BH1951                          SUPERSEDED SURVEY CONTROL
 BH1951
 BH1951  NAD 83(1986)-  30 45 34.22237(N)    088 04 19.84348(W) AD(       ) 2
 BH1951  NAD 27      -  30 45 33.54600(N)    088 04 19.84100(W) AD(       ) 2
 BH1951
 BH1951.Superseded values are not recommended for survey control.
 BH1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1951.See file dsdata.txt to determine how the superseded data were derived.
 BH1951
 BH1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9738503440(NAD 83)
 BH1951_MARKER: Z = SEE DESCRIPTION
 BH1951_SETTING: 0 = UNSPECIFIED SETTING
 BH1951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1951
 BH1951  HISTORY     - Date     Condition        Report By
 BH1951  HISTORY     - 1935     MONUMENTED       CGS
 BH1951  HISTORY     - 1959     GOOD             CGS
 BH1951  HISTORY     - 1963     GOOD             CGS
 BH1951
 BH1951                          STATION DESCRIPTION
 BH1951
 BH1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH1951'THE STATION IS CENTER OF THE BALL FINIAL ON A LARGE STEEL TANK
 BH1951'BELONGING TO THE ALABAMA WATER SERVICE.  IT IS LOCATED ABOUT 1/4
 BH1951'MILE S OF THE VILLAGE OF CHICKASAW, A SUBURB OF MOBILE, BETWEEN THE
 BH1951'TRACKS OF THE ALABAMA, TENNESSEE, NORTHERN AND SOUTHERN
 BH1951'RAILROADS.  IT IS ABOUT 125 FEET HIGH.
 BH1951'
 BH1951'THE STATION WAS OCCUPIED BY BUILDING A TEMPORARY WOODEN STAND ON TOP
 BH1951'AND OVER THE CENTER OF THE TANK.
 BH1951'
 BH1951'HEIGHT OF TELESCOPE ABOVE GROUND - 125 FEET.
 BH1951
 BH1951                          STATION RECOVERY (1959)
 BH1951
 BH1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH1951'STATION RECOVERED IN GOOD CONDITION.  THE 1935 DESCRIPTION IS
 BH1951'ADEQUATE FOR RECOVERY.
 BH1951
 BH1951                          STATION RECOVERY (1963)
 BH1951
 BH1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BH1951'THE STATION WAS VISITED MARCH 19, 1963 AND WAS FOUND IN GOOD
 BH1951'CONDITION.  THE POINT OCCUPIED IN 1935 WAS THE TOP AND CENTER OF
 BH1951'THE WATER TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2037 ***********************************************************************
 CN2037  DESIGNATION -  CHILA
 CN2037  PID         -  CN2037
 CN2037  STATE/COUNTY-  AL/WILCOX
 CN2037  USGS QUAD   -  CRUMPTONIA (1974)
 CN2037
 CN2037                         *CURRENT SURVEY CONTROL
 CN2037  ___________________________________________________________________
 CN2037* NAD 83(1992)-  32 11 06.03697(N)    087 20 24.90039(W)     ADJUSTED  
 CN2037* NAVD 88     -        82.922  (meters)     272.05   (feet)  ADJUSTED  
 CN2037  ___________________________________________________________________
 CN2037  LAPLACE CORR-           2.71  (seconds)                    DEFLEC99
 CN2037  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CN2037  DYNAMIC HT  -          82.826 (meters)     271.74  (feet)  COMP
 CN2037  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 CN2037
 CN2037  HORZ ORDER  -  SECOND
 CN2037  VERT ORDER  -  SECOND    CLASS 0
 CN2037
 CN2037.The horizontal coordinates were established by classical geodetic methods
 CN2037.and adjusted by the National Geodetic Survey in December 1992..
 CN2037
 CN2037.The orthometric height was determined by differential leveling
 CN2037.and adjusted by the National Geodetic Survey in June 1991..
 CN2037
 CN2037.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2037
 CN2037.The geoid height was determined by GEOID03.
 CN2037
 CN2037.The dynamic height is computed by dividing the NAVD 88
 CN2037.geopotential number by the normal gravity value computed on the
 CN2037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2037.degrees latitude (g = 980.6199 gals.).
 CN2037
 CN2037.The modeled gravity was interpolated from observed gravity values.
 CN2037
 CN2037;                    North         East     Units Scale Factor Converg.
 CN2037;SPC AL W     -   242,249.570   615,063.883   MT  0.99993613   +0 05 06.3
 CN2037;UTM  16      - 3,560,993.713   467,926.178   MT  0.99961269   -0 10 52.5
 CN2037
 CN2037!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2037!SPC AL W     -   0.99999137  x   0.99993613  =   0.99992750
 CN2037!UTM  16      -   0.99999137  x   0.99961269  =   0.99960406
 CN2037
 CN2037|---------------------------------------------------------------------|
 CN2037| PID    Reference Object                     Distance      Geod. Az  |
 CN2037|                                                           dddmmss.s |
 CN2037| CG1354 CHILA RM 3                           29.168 METERS 04530     |
 CN2037| CN2036 CHILA RM 1                           30.709 METERS 06114     |
 CN2037| CN2039 CHILA AZ MK                                        2771654.7 |
 CN2037| CN2038 CHILA RM 2                           31.812 METERS 29753     |
 CN2037| CG1355 CHILA RM 4                           26.160 METERS 30601     |
 CN2037|---------------------------------------------------------------------|
 CN2037
 CN2037                          SUPERSEDED SURVEY CONTROL
 CN2037
 CN2037  NAD 83(1986)-  32 11 06.04663(N)    087 20 24.90044(W) AD(       ) 2
 CN2037  NAD 27      -  32 11 05.53000(N)    087 20 24.91800(W) AD(       ) 2
 CN2037  NGVD 29 (??/??/92)   82.868  (m)          271.88   (f) ADJ UNCH    2 0
 CN2037
 CN2037.Superseded values are not recommended for survey control.
 CN2037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2037.See file dsdata.txt to determine how the superseded data were derived.
 CN2037
 CN2037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA6792660994(NAD 83)
 CN2037_MARKER: DB = BENCH MARK DISK
 CN2037_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2037_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2037_STAMPING: CHILA 1944
 CN2037_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2037+STABILITY: SURFACE MOTION
 CN2037
 CN2037  HISTORY     - Date     Condition        Report By
 CN2037  HISTORY     - 1944     MONUMENTED       CGS
 CN2037  HISTORY     - 1950     GOOD             NGS
 CN2037  HISTORY     - 19731101 MARK NOT FOUND   USGS
 CN2037  HISTORY     - 1975     GOOD             NGS
 CN2037
 CN2037                          STATION DESCRIPTION
 CN2037
 CN2037'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 CN2037'STATION IS LOCATED ON A LOW CULTIVATED HILL ABOUT 5 MILES SE OF
 CN2037'THE VILLAGE OF ALBERTA, ON PROPERTY OF B.F. HICKS OF THE SAME
 CN2037'TOWN.  IT IS ABOUT 1/2 MILE E OF THE PINE GROVE CHURCH, 66 FEET
 CN2037'E OF A LARGE CHINABERRY TREE, AND 32 FEET N OF A PEACH TREE.  A
 CN2037'WOODEN WITNESS POST WAS PLACED AT THE STATION MARK.  THE DISK IS
 CN2037'STAMPED CHILA 1944 AND IS ABOUT 14 INCHES BELOW THE GROUND.
 CN2037'
 CN2037'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CN2037'DISKS SET IN CONCRETE.
 CN2037'
 CN2037'REFERENCE MARK 1 IS 100.75 FEET NE OF THE STATION AT THE N EDGE
 CN2037'OF CULTIVATION.  IT IS STAMPED CHILA NO 1 1944.
 CN2037'
 CN2037'REFERENCE MARK 2 IS 104.37 FEET NW OF THE STATION.  IT IS 18 FEET
 CN2037'S OF A SHARP BREAK OF THE HILL. IT IS STAMPED CHILA NO 2 1944.
 CN2037'
 CN2037'AZIMUTH MARK IS W OF THE STATION.  IT IS ABOUT 50 YARDS SW OF THE
 CN2037'PINE GROVE CHURCH, 17 FEET S OF THE CENTER LINE OF A ROAD, AND
 CN2037'2.5 FEET S OF A WOODEN WITNESS POST.  THE DISK IS STAMPED
 CN2037'CHILA 1944.
 CN2037'
 CN2037'TO REACH THE STATION FROM HICKS STORE ON STATE HIGHWAY 5 IN THE
 CN2037'VILLAGE OF ALBERTA, GO E ON A GRADED DIRT ROAD FOR 3.85 MILES
 CN2037'TO A REVERSE Y-FORK.  CONTINUE AHEAD ON THE MAIN ROAD FOR 0.6
 CN2037'MILE TO CATHCARTS STORE ON THE RIGHT.  TURN LEFT ON AN OLD
 CN2037'WASHED-OUT ROAD AND GO E FOR 1.4 MILES TO THE AZIMUTH MARK ON THE
 CN2037'RIGHT AND THE PINE GROVE CHURCH ON THE LEFT.  THE STATION IS
 CN2037'ABOUT 0.5 MILE DUE E FROM THIS POINT ON A LOW CULTIVATED HILL
 CN2037'WHICH IS EASILY IDENTIFIED BY TWO LONE TREES.  CONTINUE E ON
 CN2037'THE FIELD ROAD BEARING RIGHT THROUGH FARM BUILDINGS AND GOING
 CN2037'AROUND THE HILL ON THE S, E, AND THE N SIDES FOR A TOTAL
 CN2037'DISTANCE OF ABOUT 1 MILE TO THE STATION.
 CN2037'
 CN2037'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CN2037
 CN2037                          STATION RECOVERY (1950)
 CN2037
 CN2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CN2037'6.35 MI SE FROM ALBERTA.
 CN2037'ABOUT 4.3 MILES SOUTHEAST ALONG A COUNTRY ROAD TO THE ROAD FORKS AT
 CN2037'REHOBOTH FROM THE SOUTHERN RAILWAY STATION AT ALBERTA, THENCE 2.05
 CN2037'MILES EAST ALONG A DIM DIRT ROAD, 0.7 MILE EAST OF PINE GROVE CHURCH
 CN2037'AND SCHOOL, ON THE TOP OF THE HIGHEST PART OF THE HILL ABOUT 100 YARDS
 CN2037'TO THE LEFT OR NORTH OF THE ROAD, 66 FEET EAST OF A LARGE CHINABERRY
 CN2037'TREE WITH ITS TOP BROKEN OUT, 32 FEET NORTH OF A PEACH TREE, 76 FEET
 CN2037'NORTHEAST OF A 20-INCH MULBERRY, 104 FEET SOUTHEAST OF REFERENCE MARK
 CN2037'NO. 2, 101 FEET SOUTHWEST OF REFERENCE MARK NO. 1, AND IN THE TOP OF A
 CN2037'CONCRETE POST ABOUT 8 INCHES LOWER THAN THE SURFACE OF THE GROUND.
 CN2037
 CN2037                          STATION RECOVERY (1973)
 CN2037
 CN2037'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JFC)
 CN2037'MARK NOT FOUND.
 CN2037
 CN2037                          STATION RECOVERY (1975)
 CN2037
 CN2037'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CN2037'THE STATION WAS VISITED 8-22-75 AND THE STATION MARK AND AZIMUTH MARK
 CN2037'WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO 1 WAS FOUND LEANING
 CN2037'AND REFERENCE MARK NO 2 WAS NOT FOUND.  TWO NEW REFERENCE MARKS
 CN2037'WERE ESTABLISHED AT THIS DATE AND THE DISK WAS RECLAIMED FROM
 CN2037'REFERENCE MARK NO 1.
 CN2037'
 CN2037'A NEW DESCRIPTION FOLLOWS--THE STATION IS LOCATED ON THE HIGHEST
 CN2037'POINT OF A LOW HILL ABOUT 5 MILES SOUTHEAST OF THE VILLAGE OF
 CN2037'ALBERTA.
 CN2037'
 CN2037'TO REACH FROM THE POST OFFICE IN ALBERTA, GO NORTH ON STATE HIGHWAY 5
 CN2037'FOR 0.05 MILE TO A CROSSROAD, TURN RIGHT AND GO EASTERLY ON PAVED
 CN2037'ROAD FOR 3.85 MILES TO A GRAVEL SIDE ROAD ON RIGHT, CONTINUE STRAIGHT
 CN2037'AHEAD ON PAVED ROAD FOR 0.5 MILE TO A GRAVEL SIDE ROAD ON LEFT, JUST
 CN2037'PAST AN ABANDONED STORE ON RIGHT.  TURN LEFT AND FOLLOW GRAVEL ROAD
 CN2037'EASTERLY FOR 1.4 MILES TO A TRACK ROAD ON RIGHT AND THE AZIMUTH
 CN2037'MARK, CONTINUE EASTERLY ON MAIN GRAVEL ROAD FOR 0.6 MILE TO ENTRANCE
 CN2037'TO FIELD ON LEFT, TURN LEFT THROUGH GAP IN FENCE AND GO
 CN2037'NORTHEAST ACROSS FIELD FOR 0.3 MILE TO HIGHEST GROUND AND
 CN2037'STATION.
 CN2037'
 CN2037'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED CHILA
 CN2037'1944 SET IN TOP OF A CONCRETE POST, 10 INCHES BELOW THE GROUND.  IT
 CN2037'IS 73.5 FEET SOUTHEAST OF THE EAST ONE OF TWO LARGE FENCE POST, 63
 CN2037'FEET SOUTH-SOUTHEAST OF A 16 INCH OAK TREE AND 52.4 FEET SOUTH OF
 CN2037'EAST-WEST FENCE LINE.
 CN2037'
 CN2037'REFERENCE MARK NO 3 IS A REFERENCE MARK DISK, STAMPED CHILA 1944 NO 3
 CN2037'1975 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 CN2037'IS 80 FEET EAST-SOUTHEAST OF A 16 INCH OAK TREE, 45 FEET WEST OF THE
 CN2037'WEST ONE OF TWO LARGE FENCE POST AND 2 FEET NORTH OF A METAL
 CN2037'WITNESS POST AND SIGN IN FENCE LINE.
 CN2037'
 CN2037'REFERENCE NO 4 IS A REFERENCE MARK DISK, STAMPED CHILA 1944 NO 4
 CN2037'1975 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT
 CN2037'IS 55 FEET WEST-SOUTHWEST OF A 16 INCH OAK TREE, 21 FEET SOUTH OF
 CN2037'THE EDGE OF A 6 FOOT BANK OF OLD ROAD BED, 5.7 FEET WEST-NORTHWEST
 CN2037'OF THE WEST ONE OF TWO LARGE FENCE POST AND 2 FEET NORTH OF A METAL
 CN2037'WITNESS POST AND SIGN IN FENCE LINE.
 CN2037'
 CN2037'THE DISTANCE BETWEEN REFERENCE MARKS NO 3 AND NO 4 = 138.615 FEET,
 CN2037'42.250 METERS.
 CN2037'
 CN2037'THE AZIMUTH MARK IS AN AZIMUTH MARK DISK, STAMPED CHILA 1944 SET IN
 CN2037'TOP OF A SQUARE CONCRETE POST PROJECTING 5 INCHES.  IT IS ABOUT 0.5
 CN2037'MILE WEST OF THE STATION, 245 FEET SOUTHWEST OF THE SOUTHWEST
 CN2037'CORNER OF CHURCH, 63 FEET SOUTHWEST OF A 36 INCH POPLAR TREE, 52
 CN2037'FEET WEST-NORTHWEST OF A POWER POLE, 22 FEET SOUTH OF THE
 CN2037'CENTER OF GRAVEL ROAD, 9 FEET WEST OF THE CENTER OF A TRACK ROAD, 2
 CN2037'FEET SOUTH OF A FENCE LINE AND 2 FEET WEST OF A METAL WITNESS
 CN2037'POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2039 ***********************************************************************
 CN2039  DESIGNATION -  CHILA AZ MK
 CN2039  PID         -  CN2039
 CN2039  STATE/COUNTY-  AL/WILCOX
 CN2039  USGS QUAD   -  CRUMPTONIA (1974)
 CN2039
 CN2039                         *CURRENT SURVEY CONTROL
 CN2039  ___________________________________________________________________
 CN2039* NAD 83(1986)-  32 11 11.     (N)    087 21 03.     (W)     SCALED    
 CN2039* NAVD 88     -        72.530  (meters)     237.96   (feet)  ADJUSTED  
 CN2039  ___________________________________________________________________
 CN2039  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CN2039  DYNAMIC HT  -          72.446 (meters)     237.68  (feet)  COMP
 CN2039  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 CN2039
 CN2039  VERT ORDER  -  SECOND    CLASS 0
 CN2039
 CN2039.The horizontal coordinates were scaled from a topographic map and have
 CN2039.an estimated accuracy of +/- 6 seconds.
 CN2039
 CN2039.The orthometric height was determined by differential leveling
 CN2039.and adjusted by the National Geodetic Survey in June 1991..
 CN2039
 CN2039.The geoid height was determined by GEOID03.
 CN2039
 CN2039.The dynamic height is computed by dividing the NAVD 88
 CN2039.geopotential number by the normal gravity value computed on the
 CN2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2039.degrees latitude (g = 980.6199 gals.).
 CN2039
 CN2039.The modeled gravity was interpolated from observed gravity values.
 CN2039
 CN2039;                    North         East    Units  Estimated Accuracy
 CN2039;SPC AL W     -   242,400.      614,070.      MT  (+/- 180 meters Scaled)
 CN2039
 CN2039                          SUPERSEDED SURVEY CONTROL
 CN2039
 CN2039  NGVD 29 (??/??/92)   72.476  (m)          237.78   (f) ADJ UNCH    2 0
 CN2039
 CN2039.Superseded values are not recommended for survey control.
 CN2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2039.See file dsdata.txt to determine how the superseded data were derived.
 CN2039
 CN2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA669611(NAD 83)
 CN2039_MARKER: DZ = AZIMUTH MARK DISK
 CN2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2039_STAMPING: CHILA 1944
 CN2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2039+STABILITY: SURFACE MOTION
 CN2039
 CN2039  HISTORY     - Date     Condition        Report By
 CN2039  HISTORY     - 1944     MONUMENTED       CGS
 CN2039  HISTORY     - 1950     GOOD             NGS
 CN2039
 CN2039                          STATION DESCRIPTION
 CN2039
 CN2039'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2039'5.65 MI SE FROM ALBERTA.
 CN2039'ABOUT 4.3 MILES SOUTHEAST ALONG A COUNTRY ROAD TO THE ROAD FORKS AT
 CN2039'REHOBOTH FROM THE SOUTHERN RAILWAY STATION AT ALBERTA, THENCE 1.35
 CN2039'MILES EAST ALONG A DIM ROAD, AT PINE GROVE CHURCH AND SCHOOL, 245 FEET
 CN2039'SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF THE CHURCH,
 CN2039'101 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF THE
 CN2039'SCHOOL, 52 FEET NORTHWEST OF A POWER POLE WITH A TRANSFORMER, 16 FEET
 CN2039'SOUTH OF THE CENTER LINE OF THE ROAD, ABOUT LEVEL WITH THE ROAD AND IN
 CN2039'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2036 ***********************************************************************
 CN2036  DESIGNATION -  CHILA RM 1
 CN2036  PID         -  CN2036
 CN2036  STATE/COUNTY-  AL/WILCOX
 CN2036  USGS QUAD   -  CRUMPTONIA (1974)
 CN2036
 CN2036                         *CURRENT SURVEY CONTROL
 CN2036  ___________________________________________________________________
 CN2036* NAD 83(1986)-  32 11 06.     (N)    087 20 24.     (W)     SCALED    
 CN2036* NAVD 88     -        82.613  (meters)     271.04   (feet)  ADJUSTED  
 CN2036  ___________________________________________________________________
 CN2036  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CN2036  DYNAMIC HT  -          82.517 (meters)     270.72  (feet)  COMP
 CN2036  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 CN2036
 CN2036  VERT ORDER  -  SECOND    CLASS 0
 CN2036
 CN2036.The horizontal coordinates were scaled from a topographic map and have
 CN2036.an estimated accuracy of +/- 6 seconds.
 CN2036
 CN2036.The orthometric height was determined by differential leveling
 CN2036.and adjusted by the National Geodetic Survey in June 1991..
 CN2036
 CN2036.The geoid height was determined by GEOID03.
 CN2036
 CN2036.The dynamic height is computed by dividing the NAVD 88
 CN2036.geopotential number by the normal gravity value computed on the
 CN2036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2036.degrees latitude (g = 980.6199 gals.).
 CN2036
 CN2036.The modeled gravity was interpolated from observed gravity values.
 CN2036
 CN2036;                    North         East    Units  Estimated Accuracy
 CN2036;SPC AL W     -   242,250.      615,090.      MT  (+/- 180 meters Scaled)
 CN2036
 CN2036                          SUPERSEDED SURVEY CONTROL
 CN2036
 CN2036  NGVD 29 (??/??/92)   82.559  (m)          270.86   (f) ADJ UNCH    2 0
 CN2036
 CN2036.Superseded values are not recommended for survey control.
 CN2036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2036.See file dsdata.txt to determine how the superseded data were derived.
 CN2036
 CN2036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA679609(NAD 83)
 CN2036_MARKER: DR = REFERENCE MARK DISK
 CN2036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2036_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2036_STAMPING: CHILA NO 1 1944
 CN2036_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2036+STABILITY: SURFACE MOTION
 CN2036
 CN2036  HISTORY     - Date     Condition        Report By
 CN2036  HISTORY     - 1944     MONUMENTED       CGS
 CN2036  HISTORY     - 1950     GOOD             NGS
 CN2036
 CN2036                          STATION DESCRIPTION
 CN2036
 CN2036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2036'6.35 MI SE FROM ALBERTA.
 CN2036'ABOUT 4.3 MILES SOUTHEAST ALONG A COUNTRY ROAD TO THE ROAD FORKS AT
 CN2036'REHOBOTH FROM THE SOUTHERN RAILWAY STATION AT ALBERTA, THENCE 2.05
 CN2036'MILES EAST ALONG A DIM DIRT ROAD, 0.7 MILE EAST OF PINE GROVE CHURCH
 CN2036'AND SCHOOL, NEAR THE SUMMIT OF A HILL AND ABOUT 100 YARDS TO THE LEFT
 CN2036'OR NORTHWEST OF THE ROAD, NORTHEAST OF THE SUMMIT OF THE HILL, 101
 CN2036'FEET NORTHEAST OF THE STATION MARK, 180 FEET EAST OF REFERENCE MARK
 CN2036'NO. 2, 28 FEET WEST-SOUTHWEST OF A 14-INCH OAK TREE, 9 FEET NORTH OF A
 CN2036'DIM TRAIL, ABOUT 2 1/2 FEET LOWER THAN THE TOP OF THE HILL AND IN THE
 CN2036'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2038 ***********************************************************************
 CN2038  DESIGNATION -  CHILA RM 2
 CN2038  PID         -  CN2038
 CN2038  STATE/COUNTY-  AL/WILCOX
 CN2038  USGS QUAD   -  CRUMPTONIA (1974)
 CN2038
 CN2038                         *CURRENT SURVEY CONTROL
 CN2038  ___________________________________________________________________
 CN2038* NAD 83(1986)-  32 11 06.     (N)    087 20 24.     (W)     SCALED    
 CN2038* NAVD 88     -        82.210  (meters)     269.72   (feet)  ADJUSTED  
 CN2038  ___________________________________________________________________
 CN2038  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CN2038  DYNAMIC HT  -          82.115 (meters)     269.41  (feet)  COMP
 CN2038  MODELED GRAV-     979,482.0   (mgal)                       NAVD 88
 CN2038
 CN2038  VERT ORDER  -  SECOND    CLASS 0
 CN2038
 CN2038.The horizontal coordinates were scaled from a topographic map and have
 CN2038.an estimated accuracy of +/- 6 seconds.
 CN2038
 CN2038.The orthometric height was determined by differential leveling
 CN2038.and adjusted by the National Geodetic Survey in June 1991..
 CN2038
 CN2038.The geoid height was determined by GEOID03.
 CN2038
 CN2038.The dynamic height is computed by dividing the NAVD 88
 CN2038.geopotential number by the normal gravity value computed on the
 CN2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2038.degrees latitude (g = 980.6199 gals.).
 CN2038
 CN2038.The modeled gravity was interpolated from observed gravity values.
 CN2038
 CN2038;                    North         East    Units  Estimated Accuracy
 CN2038;SPC AL W     -   242,250.      615,090.      MT  (+/- 180 meters Scaled)
 CN2038
 CN2038                          SUPERSEDED SURVEY CONTROL
 CN2038
 CN2038  NGVD 29 (??/??/92)   82.156  (m)          269.54   (f) ADJ UNCH    2 0
 CN2038
 CN2038.Superseded values are not recommended for survey control.
 CN2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2038.See file dsdata.txt to determine how the superseded data were derived.
 CN2038
 CN2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA679609(NAD 83)
 CN2038_MARKER: DR = REFERENCE MARK DISK
 CN2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2038_STAMPING: CHILA NO 2 1944
 CN2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2038+STABILITY: SURFACE MOTION
 CN2038
 CN2038  HISTORY     - Date     Condition        Report By
 CN2038  HISTORY     - 1944     MONUMENTED       CGS
 CN2038  HISTORY     - 1950     GOOD             NGS
 CN2038
 CN2038                          STATION DESCRIPTION
 CN2038
 CN2038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2038'6.35 MI SE FROM ALBERTA.
 CN2038'ABOUT 4.3 MILES SOUTHEAST ALONG A COUNTRY ROAD TO THE ROAD FORKS AT
 CN2038'REHOBOTH FROM THE SOUTHERN RAILWAY STATION AT ALBERTA, THENCE 2.05
 CN2038'MILES EAST ALONG A DIM ROAD, NEAR THE SUMMIT OF A HILL AND ABOUT 100
 CN2038'YARDS TO THE LEFT OR NORTHWEST OF THE DIM ROAD, SLIGHTLY NORTHWEST OF
 CN2038'THE SUMMIT OF THE HILL, 96 FEET NORTH-NORTHWEST OF A 20-INCH MULBERRY
 CN2038'TREE, 57 FEET NORTH-NORTHWEST OF A LARGE CHINABERRY TREE THAT HAS ITS
 CN2038'TOP BROKEN OUT, 104 FEET NORTHWEST OF THE STATION MARK, 180 FEET WEST
 CN2038'OF REFERENCE MARK NO. 1, ABOUT 2 FEET LOWER THAN THE TOP OF THE HILL
 CN2038'AND IN THE TOP OF A CONCRETE POST THAT PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2491 ***********************************************************************
 BG2491  DESIGNATION -  CHILD
 BG2491  PID         -  BG2491
 BG2491  STATE/COUNTY-  AL/BALDWIN
 BG2491  USGS QUAD   -  ELSANOR (1985)
 BG2491
 BG2491                         *CURRENT SURVEY CONTROL
 BG2491  ___________________________________________________________________
 BG2491* NAD 83(1992)-  30 32 18.85248(N)    087 32 53.85715(W)     ADJUSTED  
 BG2491* NAVD 88     -        40.657  (meters)     133.39   (feet)  ADJUSTED  
 BG2491  ___________________________________________________________________
 BG2491  X           -     235,196.942 (meters)                     COMP
 BG2491  Y           -  -5,493,140.067 (meters)                     COMP
 BG2491  Z           -   3,221,944.562 (meters)                     COMP
 BG2491  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BG2491  ELLIP HEIGHT-          12.75  (meters)          (07/29/02) GPS OBS
 BG2491  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BG2491  DYNAMIC HT  -          40.604 (meters)     133.22  (feet)  COMP
 BG2491  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 BG2491
 BG2491  HORZ ORDER  -  FIRST
 BG2491  VERT ORDER  -  SECOND    CLASS 0
 BG2491  ELLP ORDER  -  FOURTH    CLASS I
 BG2491
 BG2491.The horizontal coordinates were established by GPS observations
 BG2491.and adjusted by the National Geodetic Survey in December 1992..
 BG2491
 BG2491.The orthometric height was determined by differential leveling
 BG2491.and adjusted by the National Geodetic Survey in June 1991..
 BG2491
 BG2491.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BG2491
 BG2491.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2491
 BG2491.The ellipsoidal height was determined by GPS observations
 BG2491.and is referenced to NAD 83.
 BG2491
 BG2491.The geoid height was determined by GEOID03.
 BG2491
 BG2491.The dynamic height is computed by dividing the NAVD 88
 BG2491.geopotential number by the normal gravity value computed on the
 BG2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2491.degrees latitude (g = 980.6199 gals.).
 BG2491
 BG2491.The modeled gravity was interpolated from observed gravity values.
 BG2491
 BG2491;                    North         East     Units Scale Factor Converg.
 BG2491;SPC AL W     -    59,701.280   595,366.000   MT  0.99993360   -0 01 28.3
 BG2491;SPC FL N     -   174,458.698   307,526.417   MT  0.99996935   -1 31 54.6
 BG2491;SPC FL N     -   572,369.91  1,008,942.92   sFT  0.99996935   -1 31 54.6
 BG2491;UTM  16      - 3,378,593.609   447,405.832   MT  0.99963412   -0 16 43.0
 BG2491
 BG2491!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2491!SPC AL W     -   0.99999800  x   0.99993360  =   0.99993160
 BG2491!SPC FL N     -   0.99999800  x   0.99996935  =   0.99996735
 BG2491!UTM  16      -   0.99999800  x   0.99963412  =   0.99963212
 BG2491
 BG2491|---------------------------------------------------------------------|
 BG2491| PID    Reference Object                     Distance      Geod. Az  |
 BG2491|                                                           dddmmss.s |
 BG2491| BG2490 CHILD RM 1                           64.616 METERS 06155     |
 BG2491| BG2494 CHILD AZ MK                                        2735804.2 |
 BG2491| BG4138 ROBERTSDALE MUNICIPAL TANK          APPROX.15.9 KM 2763602.6 |
 BG2491| BG2493 CHILD RM 3                           46.131 METERS 31159     |
 BG2491| BG2492 CHILD RM 2                           42.462 METERS 31609     |
 BG2491|---------------------------------------------------------------------|
 BG2491
 BG2491                          SUPERSEDED SURVEY CONTROL
 BG2491
 BG2491  ELLIP H (12/04/92)   12.92   (m)                       GP(       ) 4 1
 BG2491  NAD 83(1986)-  30 32 18.87249(N)    087 32 53.86205(W) AD(       ) 1
 BG2491  NAD 27      -  30 32 18.17100(N)    087 32 53.92700(W) AD(       ) 1
 BG2491  NGVD 29 (??/??/??)   40.607  (m)          133.22   (f) ADJUSTED    2 0
 BG2491
 BG2491.Superseded values are not recommended for survey control.
 BG2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2491.See file dsdata.txt to determine how the superseded data were derived.
 BG2491
 BG2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4740678594(NAD 83)
 BG2491_MARKER: DS = TRIANGULATION STATION DISK
 BG2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2491_SP_SET: CONCRETE POST
 BG2491_STAMPING: CHILD 1934
 BG2491_MARK LOGO: CGS   
 BG2491_PROJECTION: FLUSH
 BG2491_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2491+STABILITY: SURFACE MOTION
 BG2491_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2491+SATELLITE: SATELLITE OBSERVATIONS - August 24, 1996
 BG2491
 BG2491  HISTORY     - Date     Condition        Report By
 BG2491  HISTORY     - 1934     MONUMENTED       CGS
 BG2491  HISTORY     - 1968     GOOD             CGS
 BG2491  HISTORY     - 1969     GOOD             CGS
 BG2491  HISTORY     - 1969     GOOD             NGS
 BG2491  HISTORY     - 1979     GOOD             FLDNR
 BG2491  HISTORY     - 1987     GOOD             USPSQD
 BG2491  HISTORY     - 19910327 GOOD             ALHD
 BG2491  HISTORY     - 19940310 GOOD             ALHD
 BG2491  HISTORY     - 19960824 GOOD             BROOKS
 BG2491  HISTORY     - 20030729 MARK NOT FOUND   USPSQD
 BG2491
 BG2491                          STATION DESCRIPTION
 BG2491
 BG2491'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 BG2491'STATION IS LOCATED ABOUT 25-1/2 MILES NW OF PENSACOLA, 11 MILES E OF
 BG2491'ROBERTSDALE, 5.3 MILES E OF THE ELEANOR CONSOLIDATED SCHOOL, IN AN
 BG2491'OPEN WOODLAND ON THE S SIDE OF U. S. HIGHWAY 90.  THE MARK IS SET
 BG2491'67.5 FEET S OF THE CENTER LINE OF THE HIGHWAY, 40.88 FEET SW OF A
 BG2491'CONCRETE HIGHWAY LINE POST NO. 752 X 91, 10 PACES S OF THE S
 BG2491'RIGHT-OF-WAY AND PROJECTS 9 INCHES.
 BG2491'
 BG2491'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BG2491'DISKS SET IN CONCRETE.
 BG2491'
 BG2491'REFERENCE MARK NO. 1 IS NE OF THE STATION, 155 FEET E OF HIGHWAY LINE
 BG2491'POST NO. 752X9, 33 FEET N OF THE CENTERLINE OF THE HIGHWAY, 7 FEET S
 BG2491'OF THE N RIGHT-OF-WAY AND PROJECTS 5 INCHES.
 BG2491'
 BG2491'REFERENCE MARK NO. 2 IS NW OF THE STATION, 128 FEET W OF HIGHWAY LINE
 BG2491'POST NO. 752X9, 34 FEET N OF THE CENTER LINE OF THE HIGHWAY, 7 FEET
 BG2491'S OF THE N RIGHT-OF-WAY AND PROJECTS 4 INCHES.
 BG2491'
 BG2491'AZIMUTH MARK IS W OF THE STATION, 45 FEET N OF THE CENTER LINE OF THE
 BG2491'ROAD, 9 FEET S OF THE RIGHT-OF-WAY AND PROJECTS 9 INCHES.
 BG2491'
 BG2491'TO REACH FROM ROBERTSDALE GO N TO THE JUNCTION OF U.S. HIGHWAY 90 AND
 BG2491'STATE HIGHWAY 3, HERE TURN E AND GO 11 MILES ON U.S. HIGHWAY 90 TO
 BG2491'THE STATION ON THE S SIDE OF THE HIGHWAY.
 BG2491
 BG2491                          STATION RECOVERY (1968)
 BG2491
 BG2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (RRG)
 BG2491'STATION MARK, RM 1, AND AZIMUTH MARK WERE RECOVERED IN GOOD
 BG2491'CONDITION. RM 2 WAS FOUND WITH THE POST BROKEN OFF AND THE DISK WAS
 BG2491'LOOSE.  RM 3 WAS SET 15.5 FEET EAST OF THE BROKEN OFF MARK.
 BG2491'
 BG2491'TO REACH GO 10.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE
 BG2491'LOUISVILLE AND NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE TO STATION
 BG2491'SITE ON SOUTH SIDE OF HIGHWAY, 66.5 FEET SOUTH OF THE CENTER LINE
 BG2491'OF THE HIGHWAY, 212.0 FEET SOUTHWEST OF AND ACROSS THE HIGHWAY FROM
 BG2491'RM 1, 151.5 FEET SOUTHEAST OF AND ACROSS THE HIGHWAY FROM RM 3.  THE
 BG2491'MARK IS A TRIANGULATION STATION DISK SET IN THE TOP OF A CONCRETE
 BG2491'POST PROJECTING 6-INCHES ABOVE THE GROUND AND STAMPED CHILD
 BG2491'1934.
 BG2491'
 BG2491'REFERENCE MARK 1 IS A STANDARD DISK SET IN THE TOP OF A CONCRETE POST
 BG2491'PROJECTING 6-INCHES ABOVE THE GROUND, 32.5 FEET NORTH OF THE CENTER
 BG2491'LINE OF THE HIGHWAY, 1.5 FEET WEST OF A METAL WITNESS POST.  THE
 BG2491'MARK IS STAMPED CHILD NO 1 1934.
 BG2491'
 BG2491'REFERENCE MARK 3 IS 34.4 FEET NORTH OF THE CENTER LINE OF THE
 BG2491'HIGHWAY, 2.0 FEET WEST OF A METAL WITNESS POST AND SET IN THE TOP OF
 BG2491'A CONCRETE POST PROJECTING 3-INCHES ABOVE THE GROUND.  THE MARK IS
 BG2491'STAMPED CHILD 1934 NO 3 1968.
 BG2491'
 BG2491'THE AZIMUTH MARK IS 0.3 MILE WEST OF THE STATION SITE, 47.0 FEET
 BG2491'NORTH OF THE CENTER LINE OF THE HIGHWAY, 169.0 FEET WEST NORTHWEST OF
 BG2491'THE JUNCTION OF A TRAIL LEADING SOUTH, 36.0 FEET WEST NORTHWEST OF
 BG2491'A TELEPHONE POLE, 2.0 FEET EAST OF A METAL WINTESS POST, 1.0 FOOT
 BG2491'ABOVE THE LEVEL OF THE HIGHWAY AND IS A REFERENCE MARK DISK SET IN
 BG2491'THE TOP OF A CONCRETE POST PROJECTING 2-INCHES ABOVE THE GROUND.
 BG2491'THE MARK IS STAMPED CHILD AZIMUTH 1934.
 BG2491
 BG2491                          STATION RECOVERY (1969)
 BG2491
 BG2491'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BG2491'THE STATION WAS VISITED 12/3/69 AND THE STATION MARK, THE AZIMUTH
 BG2491'MARK AND REFERENCE MARK NO. 1 WERE RECOVERED IN GOOD CONDITION.
 BG2491'REFERENCE MARK NO. 2 HAD BEEN BROKEN OFF AT GROUND LEVEL.  AT THIS
 BG2491'DATE A DISTANCE AND ANGLE WERE MEASURED TO A REFERENCE MARK
 BG2491'NO. 3 SET BY A C AND GS LEVEL PARTY IN 1968.  THE DISTANCE TO
 BG2491'REFERENCE MARK NO. 3 DETERMINED BY TRAVERSE.  DISTANCE TO
 BG2491'REFERENCE MARK NO. 1 AND THE DISTANCE BETWEEN REFERENCE MARKS 3
 BG2491'AND 1 WERE THEN DETERMINED BY COMPUTATIONS USING THIS DISTANCE
 BG2491'AND ANGLES OBSERVED AT THE STATION AND REFERENCE MARK NO. 3.  A
 BG2491'NEW DESCRIPTION FOLLOWS.
 BG2491'
 BG2491'THE STATION IS LOCATED ABOUT 25-1/2 MILES NORTHWEST OF PENSACOLA
 BG2491'FLA., 11 MILES EAST OF ROBERTSDALE, ALA., ON THE SOUTH SIDE OF U. S.
 BG2491'HIGHWAY 90, NEAR THE NORTHWEST CORNER OF FRONT YARD OWNED BY MR. E.L.
 BG2491'WHITE ON THE LINE BETWEEN FIELD TO THE WEST AND THE FRONT YARD.  IT
 BG2491'IS 23 FEET WEST OF PROJECTED PLANE OF EXTREME WEST WALL OF WOOD
 BG2491'FRAME HOUSE TO SOUTHEAST OF THE STATION, 79 FEET NNW OF NW CORNER
 BG2491'OF THIS HOUSE, 63 FEET NORTH OF PROJECTED PLANE OF BRICK HOUSE THAT
 BG2491'IS 100 YARDS SOUTHWEST OF THE STATION, 67 FEET
 BG2491'SOUTH OF THE CENTER OF U.S. 90, 32 FEET SOUTH OF EXTENDED LINE OF
 BG2491'POLES THAT ARE EAST OF THE STATION, 40.8 FEET SOUTHWEST OF THE
 BG2491'CENTER OF 6 INCH SQUARE CONCRETE HIGHWAY RIGHT-OF-WAY POST WITH
 BG2491'NUMBERS 752 PLUS 91.0, AND ABOUT 2 FEET ABOVE THE LEVEL OF THE
 BG2491'HIGHWAY.  IT IS A C AND GS TRIANGULATION STATION DISK, STAMPED
 BG2491'CHILD 1934, PROJECTING 6 INCHES.
 BG2491'
 BG2491'REFERENCE MARK NO. 1 IS 211.99 FEET NORTHEAST OF THE STATION.  IT IS
 BG2491'116 FEET EAST OF THE PROJECTED PLANE OF THE EXTREME EAST WALL OF MR.
 BG2491'WHITES HOUSE THAT IS SOUTHWEST OF THE MARK, 54 FEET EAST-SOUTHEAST
 BG2491'OF A FENCE CORNER POST, 44 FEET EAST-SOUTHEAST OF A UTILITY POLE
 BG2491'WITH WIRES LEADING EAST, WEST AND SOUTH AND DOUBLE GUY TO NORTH,
 BG2491'33 FEET NORTH OF THE CENTER OF U.S. 90, 15 FEET SOUTH OF NORTH
 BG2491'RIGHT-OF-WAY FENCE AND ABOUT A FOOT ABOVE THE LEVEL OF THE
 BG2491'HIGHWAY.  IT IS A C AND GS REFERENCE MARK DISK STAMPED CHILD NO 1
 BG2491'1934, PROJECTING 8 INCHES, AND 1 FOOT LOWER IN ELEVATION THAN THE
 BG2491'STATION.
 BG2491'
 BG2491'REFERENCE MARK NO. 3 IS 151.35 FEET NORTHWEST OF THE STATION.  IT IS
 BG2491'ON THE NORTH EDGE OF RIGHT-OF-WAY OF U.S. 90, 134 FEET WEST OF
 BG2491'PROJECTED PLANE OF EXTREME WEST WALL OF MR. WHITES HOUSE THAT IS
 BG2491'SOUTHEAST OF THE MARK, 105 FEET EAST OF THE PROJECTED PLANE OF
 BG2491'EAST WALL OF BRICK HOUSE TO SOUTHWEST OF THE MARK, 34 FEET NORTH
 BG2491'OF THE CENTER OF U.S. 90, 3 FEET EAST OF TELEPHONE LINE POLE, 2
 BG2491'FEET WEST OF WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF THE ROAD
 BG2491'AND ABOUT 3 FEET BELOW THE LEVEL OF THE STATION.  IT IS A C AND GS
 BG2491'REFERENCE MARK DISK, STAMPED CHILD 1934 NO 3 1968, PROJECTING 1
 BG2491'INCH.
 BG2491'
 BG2491'THE AZIMUTH MARK IS 0.35 MILE WEST OF THE STATION.  IT IS 183 FEET
 BG2491'WEST OF EXTENDED CENTER OF DIM WOODS ROAD LEADING SOUTH, 93 FEET
 BG2491'NORTH NORTHWEST AND ACROSS ROAD FROM POWERLINE POLE, 35-1/2 FEET
 BG2491'WEST-NORTHWEST OF TELE. POLE, 46 FEET NORTH OF CENTER OF U.S.
 BG2491'90, 12 FEET NORTH OF THE LINE OF TELEPHONE POLES, 2.5 FEET EAST OF
 BG2491'WITNESS POST, ON EDGE OF SLIGHT HIGHWAY CUTBANK AND ABOUT 1 FOOT
 BG2491'ABOVE THE LEVEL OF THE HIGHWAY.  IT IS A C AND GS REFERENCE MARK
 BG2491'DISK, STAMPED CHILD AZIMUTH 1934, PROJECTING 3 INCHES.
 BG2491'
 BG2491'TO REACH THE STATION FROM THE NORTH END OF THE TRIANGLE JUNCTION OF
 BG2491'U.S. 90 AND STATE HIGHWAY 59 IN ROBERTSDALE, GO EASTERLY ON U.S. 90
 BG2491'FOR 0.25 MILE TO THE CENTER OF RAILROAD OVERPASS, CONTINUE EASTERLY
 BG2491'ON U.S. 90 FOR 2.5 MILES TO BRIDGE OVER BLACK WATER CREEK, CONTINUE
 BG2491'EAST ON U.S. 90 FOR 2.8 MILES TO THE ELSANORE CONSOLIDATED SCHOOL ON
 BG2491'THE RIGHT.  CONTINUE EAST ON U.S. 90 FOR 4.6 MILES TO POINT WHERE
 BG2491'HIGHWAY PASSES OVER SMALL CREEK, CONTINUE EAST 0.2 MILE TO THE
 BG2491'AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON U.S. 90 FOR 0.35 MILE
 BG2491'TO THE STATION ON THE RIGHT IN THE FRONT YARD OF WHITE FRAME HOUSE
 BG2491'OF MR. E.L. WHITE AND JUST AFTER PASSING RED BRICK HOUSE OF MR. DON
 BG2491'WHITE ON THE RIGHT.
 BG2491'
 BG2491'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN ABOUT 11 MILES EAST
 BG2491'OF ROBERTSDALE.
 BG2491
 BG2491                          STATION RECOVERY (1969)
 BG2491
 BG2491'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BG2491'1.8 MI SE FROM ROBERTSDALE.
 BG2491'10.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE
 BG2491'AND NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, AT THE SOUTH
 BG2491'SIDE OF U.S. HIGHWAY 90, NEAR THE NORTHWEST CORNER OF THE
 BG2491'FRONT YARD OWNED BY MR. E.L. WHITE, ON LINE BETWEEN A FIELD
 BG2491'TO THE WEST AND THE FRONT YARD, 79 FEET NORTHWEST OF THE NORTHWEST
 BG2491'CORNER OF THE HOUSE AND 23 FEET WEST OF THE PROJECTED PLANE OF THE
 BG2491'HOUSE, 63 FEET NORTH OF THE PROJECTED PLANE THE NORTH WALL OF THE
 BG2491'BRICK HOUSE ABOUT 100 YARDS TO THE WEST, 67 FEET SOUTH OF THE
 BG2491'CENTER OF THE HIGHWAY, 32 FEET SOUTH OF THE EXTENDED LINE OF POLES
 BG2491'THAT ARE EAST OF THE STATION, 40.8 FEET SOUTHWEST OF A 6-INCH
 BG2491'SQUARE CONCRETE RIGHT-OF-WAY POST WITH NUMBERS 752+91.0, ABOUT
 BG2491'2 FEET ABOVE THE LEVEL OF THE HIGHWAY.  IT IS SET IN THE TOP OF
 BG2491'A CONCRETE POST PROJECTING 6 INCHES.  SEC 10, T6S, R 5 E
 BG2491
 BG2491                          STATION RECOVERY (1979)
 BG2491
 BG2491'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BG2491'RECOVERED IN GOOD CONDITION.
 BG2491
 BG2491                          STATION RECOVERY (1987)
 BG2491
 BG2491'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2491'RECOVERED IN GOOD CONDITION.
 BG2491
 BG2491                          STATION RECOVERY (1991)
 BG2491
 BG2491'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BG2491'THE STATION IS LOCATED IN BALDWIN COUNTY ON PROPERTY OWNED BY MR. E.
 BG2491'L. WHITE, ABOUT 9.75 MI (15.69 KM) EAST-SOUTHEAST OF ROBERTSDALE AND
 BG2491'ABOUT 12.20 MI (19.63 KM) NORTHEAST OF FOLEY.
 BG2491'TO REACH THE STATION FROM THE JUNCTION OF U.S. 90 AND ALA 59 (MILE
 BG2491'POST 59.90 ON U.S. 90) IN ROBERTSDALE, DRIVE EAST ON U.S. 90 FOR
 BG2491'10.95 MI (17.62 KM) TO MILE POST 70.85 AND THE STATION ON THE RIGHT.
 BG2491'THE STATION IS NEAR THE NORTHWEST CORNER OF THE FRONT YARD OF THE MR.
 BG2491'E. L. WHITE RESIDENCE, 41.0 FT (12.5 M) SOUTHWEST OF CONCRETE RIGHT
 BG2491'OF WAY MARKER 752 + 91.0, 67.0 FT (20.4 M) SOUTH OF THE CENTERLINE OF
 BG2491'U.S. 90, 79.0 FT (24.1 M) NORTH-NORTHWEST OF THE NORTHWEST CORNER OF
 BG2491'A WHITE FRAME HOUSE, 103.6 FT (31.6 M) NORTHWEST OF THE NORTHEAST
 BG2491'CORNER OF THE FRONT PORCH OF THE WHITE FRAME HOUSE, 0.8 FT (0.2 M)
 BG2491'NORTH OF A CARSONITE WITNESS POST, AND PROJECTING THREE INCHES.
 BG2491'CHILD AZIMUTH MARK 1934 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BG2491'ELEVATION 133.435 FEET OR 40.671 METERS.
 BG2491
 BG2491                          STATION RECOVERY (1994)
 BG2491
 BG2491'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 BG2491'THE STATION IS LOCATED IN BALDWIN COUNTY ON PROPERTY OWNED BY MR. E.
 BG2491'L. WHITE, ABOUT 9.75 MI (15.69 KM) EAST-SOUTHEAST OF ROBERTSDALE AND
 BG2491'ABOUT 12.20 MI (19.63 KM) NORTHEAST OF FOLEY. TO REACH THE STATION
 BG2491'FROM THE JUNCTION OF U.S. 90 AND ALA 59 (MILE POST 59.90 ON U.S. 90)
 BG2491'IN ROBERTSDALE, DRIVE EAST ON U.S. 90 FOR 10.95 MI (17.62 KM) TO MILE
 BG2491'POST 70.85 AND THE STATION ON THE RIGHT. THE STATION IS NEAR THE
 BG2491'NORTHWEST CORNER OF THE FRONT YARD OF THE MR. E. L. WHITE RESIDENCE,
 BG2491'41.0 FT (12.5 M) SOUTHWEST OF CONCRETE RIGHT OF WAY MARKER 752 + 91.0,
 BG2491'67.0 FT (20.4 M) SOUTH OF THE CENTERLINE OF U.S. 90, 79.0 FT (24.1 M)
 BG2491'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A WHITE FRAME HOUSE, 103.6
 BG2491'FT (31.6 M) NORTHWEST OF THE NORTHEAST CORNER OF THE FRONT PORCH OF
 BG2491'THE WHITE FRAME HOUSE, 0.8 FT (24.4 CM) NORTH OF A CARSONITE WITNESS
 BG2491'POST, AND PROJECTING THREE INCHES. CHILD AZIMUTH MARK 1934 MAY BE USED
 BG2491'AS AN AZIMUTH FOR THIS STATION.
 BG2491
 BG2491                          STATION RECOVERY (1996)
 BG2491
 BG2491'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (TB)
 BG2491'GOOD FOR GPS.
 BG2491
 BG2491                          STATION RECOVERY (2003)
 BG2491
 BG2491'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2491'WITNESS POST AND SIGN MISSING. THE LAND OWNER REMOVED THE MARKER AND
 BG2491'SENT IT TO NGS IN TALLAHASSE, FL TWO OR THREE YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2494 ***********************************************************************
 BG2494  DESIGNATION -  CHILD AZ MK
 BG2494  PID         -  BG2494
 BG2494  STATE/COUNTY-  AL/BALDWIN
 BG2494  USGS QUAD   -  ELSANOR (1985)
 BG2494
 BG2494                         *CURRENT SURVEY CONTROL
 BG2494  ___________________________________________________________________
 BG2494* NAD 83(1986)-  30 32 21.     (N)    087 33 15.     (W)     SCALED    
 BG2494* NAVD 88     -        35.623  (meters)     116.87   (feet)  ADJUSTED  
 BG2494  ___________________________________________________________________
 BG2494  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BG2494  DYNAMIC HT  -          35.577 (meters)     116.72  (feet)  COMP
 BG2494  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 BG2494
 BG2494  VERT ORDER  -  SECOND    CLASS 0
 BG2494
 BG2494.The horizontal coordinates were scaled from a topographic map and have
 BG2494.an estimated accuracy of +/- 6 seconds.
 BG2494
 BG2494.The orthometric height was determined by differential leveling
 BG2494.and adjusted by the National Geodetic Survey in June 1991..
 BG2494.WARNING-Repeat measurements at this control monument indicate possible
 BG2494.vertical movement.
 BG2494
 BG2494.The geoid height was determined by GEOID03.
 BG2494
 BG2494.The dynamic height is computed by dividing the NAVD 88
 BG2494.geopotential number by the normal gravity value computed on the
 BG2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2494.degrees latitude (g = 980.6199 gals.).
 BG2494
 BG2494.The modeled gravity was interpolated from observed gravity values.
 BG2494
 BG2494;                    North         East    Units  Estimated Accuracy
 BG2494;SPC AL W     -    59,770.      594,800.      MT  (+/- 180 meters Scaled)
 BG2494
 BG2494                          SUPERSEDED SURVEY CONTROL
 BG2494
 BG2494  NGVD 29 (??/??/??)   35.573  (m)          116.71   (f) ADJUSTED    2 0
 BG2494
 BG2494.Superseded values are not recommended for survey control.
 BG2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2494.See file dsdata.txt to determine how the superseded data were derived.
 BG2494
 BG2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU468786(NAD 83)
 BG2494_MARKER: DR = REFERENCE MARK DISK
 BG2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2494_STAMPING: CHILD AZIMUTH 1934
 BG2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2494+STABILITY: SURFACE MOTION
 BG2494
 BG2494  HISTORY     - Date     Condition        Report By
 BG2494  HISTORY     - 1934     MONUMENTED       CGS
 BG2494  HISTORY     - 1969     GOOD             NGS
 BG2494  HISTORY     - 1979     GOOD             FLDNR
 BG2494  HISTORY     - 1987     GOOD             USPSQD
 BG2494  HISTORY     - 20030729 MARK NOT FOUND   USPSQD
 BG2494
 BG2494                          STATION DESCRIPTION
 BG2494
 BG2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BG2494'10.4 MI SE FROM ROBERTSDALE.
 BG2494'10.45 MILE SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE
 BG2494'AND NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, 183 FEET WEST
 BG2494'OF THE EXTENDED CENTER OF A DIM WOOD ROAD LEADING SOUTH, 93
 BG2494'FEET NNE AND ACROSS THE ROAD FROM A POWER POLE, 35.5 FEET WNW
 BG2494'OF A TELEPHONE POLE, 46 FEET NORTH OF THE CENTER OF THE HIGHWAY,
 BG2494'12 FEET NORTH OF A ROW OF TELEPHONE POLES, 2.5 FEET EAST OF A
 BG2494'WITNESS POST AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
 BG2494'IT IS SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BG2494
 BG2494                          STATION RECOVERY (1979)
 BG2494
 BG2494'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BG2494'RECOVERED IN GOOD CONDITION.
 BG2494
 BG2494                          STATION RECOVERY (1987)
 BG2494
 BG2494'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2494'RECOVERED IN GOOD CONDITION.
 BG2494
 BG2494                          STATION RECOVERY (2003)
 BG2494
 BG2494'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2494'WITNESS POST AND SIGN MISSING. AFTER SEARCHING IN VERY DENSE FOLIAGE
 BG2494'THE MARK WAS NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2490 ***********************************************************************
 BG2490  DESIGNATION -  CHILD RM 1
 BG2490  PID         -  BG2490
 BG2490  STATE/COUNTY-  AL/BALDWIN
 BG2490  USGS QUAD   -  ELSANOR (1985)
 BG2490
 BG2490                         *CURRENT SURVEY CONTROL
 BG2490  ___________________________________________________________________
 BG2490* NAD 83(1986)-  30 32 20.     (N)    087 32 52.     (W)     SCALED    
 BG2490* NAVD 88     -        40.310  (meters)     132.25   (feet)  ADJUSTED  
 BG2490  ___________________________________________________________________
 BG2490  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BG2490  DYNAMIC HT  -          40.257 (meters)     132.08  (feet)  COMP
 BG2490  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 BG2490
 BG2490  VERT ORDER  -  SECOND    CLASS 0
 BG2490
 BG2490.The horizontal coordinates were scaled from a topographic map and have
 BG2490.an estimated accuracy of +/- 6 seconds.
 BG2490
 BG2490.The orthometric height was determined by differential leveling
 BG2490.and adjusted by the National Geodetic Survey in June 1991..
 BG2490
 BG2490.The geoid height was determined by GEOID03.
 BG2490
 BG2490.The dynamic height is computed by dividing the NAVD 88
 BG2490.geopotential number by the normal gravity value computed on the
 BG2490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2490.degrees latitude (g = 980.6199 gals.).
 BG2490
 BG2490.The modeled gravity was interpolated from observed gravity values.
 BG2490
 BG2490;                    North         East    Units  Estimated Accuracy
 BG2490;SPC AL W     -    59,740.      595,420.      MT  (+/- 180 meters Scaled)
 BG2490
 BG2490                          SUPERSEDED SURVEY CONTROL
 BG2490
 BG2490  NGVD 29 (??/??/??)   40.259  (m)          132.08   (f) ADJUSTED    2 0
 BG2490
 BG2490.Superseded values are not recommended for survey control.
 BG2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2490.See file dsdata.txt to determine how the superseded data were derived.
 BG2490
 BG2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU474786(NAD 83)
 BG2490_MARKER: DR = REFERENCE MARK DISK
 BG2490_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2490_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2490_STAMPING: CHILD NO 1 1934
 BG2490_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2490+STABILITY: SURFACE MOTION
 BG2490_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2490+SATELLITE: SATELLITE OBSERVATIONS - August 08, 2005
 BG2490
 BG2490  HISTORY     - Date     Condition        Report By
 BG2490  HISTORY     - 1934     MONUMENTED       CGS
 BG2490  HISTORY     - 1969     GOOD             NGS
 BG2490  HISTORY     - 1979     GOOD             FLDNR
 BG2490  HISTORY     - 1987     GOOD             USPSQD
 BG2490  HISTORY     - 20030516 GOOD             USPSQD
 BG2490  HISTORY     - 20040810 GOOD             USPSQD
 BG2490  HISTORY     - 20050808 GOOD             USPSQD
 BG2490
 BG2490                          STATION DESCRIPTION
 BG2490
 BG2490'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BG2490'10.8 MI SE FROM ROBERTSDALE.
 BG2490'10.75 MILES SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE
 BG2490'AND NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, 211.99 FEET NORTHEAST
 BG2490'OF THE TRIANGULATION ON STATION, 116 FEET EAST OF THE PROJECTED
 BG2490'PLANE OF THE EXTREME EAST WALL OF THE MR. WHITES HOUSE, 54 FEET
 BG2490'ESE OF A FENCE CORNER POST, 44 FEET ESE OF A UTILITY POLE WITH
 BG2490'WIRESLEADING EAST-WEST AND SOUTH AND A DOUBLE GUY TO THE NORTH,
 BG2490'33 FEET NORTH OF THE CENTER OF THE HIGHWAY, 15 FEET SOUTH OF THE
 BG2490'NORTH RIGHT-OF-WAY FENCE LINE AND ABOUT 1 FOOT ABOVE THE LEVEL
 BG2490'OF THE HIGHWAY AND 1 FOOT NORTH OF A WITNESS POST.  IT IS SET
 BG2490'IN A CONCRETE POST PROJECTING 8 INCHES.
 BG2490
 BG2490                          STATION RECOVERY (1979)
 BG2490
 BG2490'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BG2490'RECOVERED IN GOOD CONDITION.
 BG2490
 BG2490                          STATION RECOVERY (1987)
 BG2490
 BG2490'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2490'RECOVERED IN GOOD CONDITION.
 BG2490
 BG2490                          STATION RECOVERY (2003)
 BG2490
 BG2490'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2490'WITNESS POST AND MARKER IN GOOD CONDITION.
 BG2490
 BG2490                          STATION RECOVERY (2004)
 BG2490
 BG2490'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG2490'RECOVERED IN GOOD CONDITION.
 BG2490
 BG2490                          STATION RECOVERY (2005)
 BG2490
 BG2490'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG2490'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2493 ***********************************************************************
 BG2493  DESIGNATION -  CHILD RM 3
 BG2493  PID         -  BG2493
 BG2493  STATE/COUNTY-  AL/BALDWIN
 BG2493  USGS QUAD   -  ELSANOR (1985)
 BG2493
 BG2493                         *CURRENT SURVEY CONTROL
 BG2493  ___________________________________________________________________
 BG2493* NAD 83(1986)-  30 32 19.     (N)    087 32 54.     (W)     SCALED    
 BG2493* NAVD 88     -        39.523  (meters)     129.67   (feet)  ADJUSTED  
 BG2493  ___________________________________________________________________
 BG2493  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BG2493  DYNAMIC HT  -          39.472 (meters)     129.50  (feet)  COMP
 BG2493  MODELED GRAV-     979,338.0   (mgal)                       NAVD 88
 BG2493
 BG2493  VERT ORDER  -  FIRST     CLASS I
 BG2493
 BG2493.The horizontal coordinates were scaled from a topographic map and have
 BG2493.an estimated accuracy of +/- 6 seconds.
 BG2493
 BG2493.The orthometric height was determined by differential leveling
 BG2493.and adjusted by the National Geodetic Survey in June 1991..
 BG2493
 BG2493.The geoid height was determined by GEOID03.
 BG2493
 BG2493.The dynamic height is computed by dividing the NAVD 88
 BG2493.geopotential number by the normal gravity value computed on the
 BG2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2493.degrees latitude (g = 980.6199 gals.).
 BG2493
 BG2493.The modeled gravity was interpolated from observed gravity values.
 BG2493
 BG2493;                    North         East    Units  Estimated Accuracy
 BG2493;SPC AL W     -    59,710.      595,360.      MT  (+/- 180 meters Scaled)
 BG2493
 BG2493                          SUPERSEDED SURVEY CONTROL
 BG2493
 BG2493  NGVD 29 (??/??/??)   39.473  (m)          129.50   (f) ADJUSTED    1 1
 BG2493
 BG2493.Superseded values are not recommended for survey control.
 BG2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2493.See file dsdata.txt to determine how the superseded data were derived.
 BG2493
 BG2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU474785(NAD 83)
 BG2493_MARKER: DR = REFERENCE MARK DISK
 BG2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2493_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2493_STAMPING: CHILD 1934 NO 3 1968
 BG2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2493+STABILITY: SURFACE MOTION
 BG2493
 BG2493  HISTORY     - Date     Condition        Report By
 BG2493  HISTORY     - 1968     MONUMENTED       CGS
 BG2493  HISTORY     - 1969     GOOD             NGS
 BG2493  HISTORY     - 1979     GOOD             FLDNR
 BG2493  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BG2493
 BG2493                          STATION DESCRIPTION
 BG2493
 BG2493'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 BG2493'10.8 MI SE FROM ROBERTSDALE.
 BG2493'10.75 MILE SOUTHEAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE
 BG2493'AND NASHVILLE OVERPASS AT ROBERTSDALE, 247 FEET WEST OF A FENCE
 BG2493'CORNER 151.35 FEET NORTHWEST OF THE TRIANGULATION STATION, 34
 BG2493'FEET NORTH OF THE CENTER OF THE HIGHWAY, 134 FEET WEST OF THE
 BG2493'PROJECTED PLANE OF THE EXTREME WEST WALL OF THE MR. WHITES HOUSE,
 BG2493'105 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE BRICK
 BG2493'HOUSE SOUTHWEST OF THE MARK, 3 FEET EAST OF A TELEPHONE POLE,
 BG2493'2 FEET WEST OF A WITNESS POST, ABOUT 1 FOOT BELOW THE LEVEL OF
 BG2493'THE ROAD, AND ABOUT 3 FEET LOWER THAN THE STATION.  IT IS SET IN
 BG2493'A CONCRETE POST PROJECTING 1 INCH.
 BG2493
 BG2493                          STATION RECOVERY (1979)
 BG2493
 BG2493'RECOVERY NOTE BY FL DEPT OF NAT RES 1979
 BG2493'RECOVERED IN GOOD CONDITION.
 BG2493
 BG2493                          STATION RECOVERY (1987)
 BG2493
 BG2493'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2493'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2450 ***********************************************************************
 DH2450  DESIGNATION -  CHILDERSBURG BAP CH STEEPLE
 DH2450  PID         -  DH2450
 DH2450  STATE/COUNTY-  AL/TALLADEGA
 DH2450  USGS QUAD   -  CHILDERSBURG (1972)
 DH2450
 DH2450                         *CURRENT SURVEY CONTROL
 DH2450  ___________________________________________________________________
 DH2450* NAD 83(1992)-  33 16 33.52303(N)    086 21 15.14115(W)     ADJUSTED  
 DH2450* NAVD 88     -                                                        
 DH2450  ___________________________________________________________________
 DH2450  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DH2450  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2450
 DH2450  HORZ ORDER  -  THIRD
 DH2450
 DH2450.The horizontal coordinates were established by classical geodetic methods
 DH2450.and adjusted by the National Geodetic Survey in December 1992..
 DH2450
 DH2450
 DH2450.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2450
 DH2450.The geoid height was determined by GEOID03.
 DH2450
 DH2450;                    North         East     Units Scale Factor Converg.
 DH2450;SPC AL E     -   307,922.953   151,476.569   MT  0.99998902   -0 17 08.9
 DH2450;SPC AL W     -   363,804.001   706,739.277   MT  1.00007376   +0 37 43.4
 DH2450;UTM  16      - 3,682,068.600   560,139.392   MT  0.99964459   +0 21 15.6
 DH2450
 DH2450                          SUPERSEDED SURVEY CONTROL
 DH2450
 DH2450  NAD 83(1986)-  33 16 33.53522(N)    086 21 15.14396(W) AD(       ) 4
 DH2450  NAD 27      -  33 16 33.13300(N)    086 21 15.22100(W) AD(       ) 3
 DH2450
 DH2450.Superseded values are not recommended for survey control.
 DH2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2450.See file dsdata.txt to determine how the superseded data were derived.
 DH2450
 DH2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB6013982069(NAD 83)
 DH2450_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2450+SATELLITE: SATELLITE OBSERVATIONS - August 28, 2004
 DH2450
 DH2450  HISTORY     - Date     Condition        Report By
 DH2450  HISTORY     - 1885     FIRST OBSERVED   CGS
 DH2450  HISTORY     - 20040828 GOOD             GEOCAC
 DH2450
 DH2450                          STATION DESCRIPTION
 DH2450
 DH2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1885 (OHT)
 DH2450'IN THE TOWN OF CHILDERSBURG, S OF THE SOUTHERN RAILWAY AND W OF
 DH2450'THE TRACKS OF THE CENTRAL OF GEORGIA RAILWAY.  IT IS A FRAME
 DH2450'BUILDING WITH A WOODEN STEEPLE, PAINTED WHITE.
 DH2450
 DH2450                          STATION RECOVERY (2004)
 DH2450
 DH2450'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 DH2450'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2451 ***********************************************************************
 DH2451  DESIGNATION -  CHILDERSBURG METH CH SPIRE
 DH2451  PID         -  DH2451
 DH2451  STATE/COUNTY-  AL/TALLADEGA
 DH2451  USGS QUAD   -  CHILDERSBURG (1972)
 DH2451
 DH2451                         *CURRENT SURVEY CONTROL
 DH2451  ___________________________________________________________________
 DH2451* NAD 83(1992)-  33 16 19.58686(N)    086 21 30.16728(W)     ADJUSTED  
 DH2451* NAVD 88     -                                                        
 DH2451  ___________________________________________________________________
 DH2451  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 DH2451  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH2451
 DH2451  HORZ ORDER  -  THIRD
 DH2451
 DH2451.The horizontal coordinates were established by classical geodetic methods
 DH2451.and adjusted by the National Geodetic Survey in December 1992..
 DH2451
 DH2451
 DH2451.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2451
 DH2451.The geoid height was determined by GEOID03.
 DH2451
 DH2451;                    North         East     Units Scale Factor Converg.
 DH2451;SPC AL E     -   307,495.563   151,085.572   MT  0.99998949   -0 17 17.0
 DH2451;SPC AL W     -   363,370.388   706,355.118   MT  1.00007275   +0 37 34.9
 DH2451;UTM  16      - 3,681,637.018   559,753.327   MT  0.99964402   +0 21 07.2
 DH2451
 DH2451                          SUPERSEDED SURVEY CONTROL
 DH2451
 DH2451  NAD 83(1986)-  33 16 19.59737(N)    086 21 30.16688(W) AD(       ) 4
 DH2451  NAD 27      -  33 16 26.76000(N)    086 21 43.65000(W) AD(       ) 3
 DH2451
 DH2451.Superseded values are not recommended for survey control.
 DH2451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2451.See file dsdata.txt to determine how the superseded data were derived.
 DH2451
 DH2451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB5975381637(NAD 83)
 DH2451_MARKER: 90 = CHURCH SPIRE
 DH2451
 DH2451  HISTORY     - Date     Condition        Report By
 DH2451  HISTORY     - 1887     FIRST OBSERVED   CGS
 DH2451
 DH2451                          STATION DESCRIPTION
 DH2451
 DH2451'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (OHT)
 DH2451'IN THE TOWN OF CHILDERSBURG ABOUT 3/4 MI. S OF THE DEPOT OF THE
 DH2451'SOUTHERN RAILWAY, ON A LITTLE EMINENCE E OF THE ROAD TO SYLACAUGA.
 DH2451'THE CHURCH HAS A STEEPLE WHICH WAS THE POINT OBSERVED UPON.
 DH2451'THERE IS A GRAVEYARD NEAR TO AND S OF THE CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2561 ***********************************************************************
 BG2561  DESIGNATION -  CHIS CROSS
 BG2561  PID         -  BG2561
 BG2561  STATE/COUNTY-  AL/BALDWIN
 BG2561  USGS QUAD   -  STAPLETON (1982)
 BG2561
 BG2561                         *CURRENT SURVEY CONTROL
 BG2561  ___________________________________________________________________
 BG2561* NAD 83(1986)-  30 42 09.     (N)    087 46 30.     (W)     SCALED    
 BG2561* NAVD 88     -        61.870  (meters)     202.99   (feet)  ADJUSTED  
 BG2561  ___________________________________________________________________
 BG2561  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BG2561  DYNAMIC HT  -          61.790 (meters)     202.72  (feet)  COMP
 BG2561  MODELED GRAV-     979,346.6   (mgal)                       NAVD 88
 BG2561
 BG2561  VERT ORDER  -  SECOND    CLASS 0
 BG2561
 BG2561.The horizontal coordinates were scaled from a topographic map and have
 BG2561.an estimated accuracy of +/- 6 seconds.
 BG2561
 BG2561.The orthometric height was determined by differential leveling
 BG2561.and adjusted by the National Geodetic Survey in June 1991..
 BG2561
 BG2561.The geoid height was determined by GEOID03.
 BG2561
 BG2561.The dynamic height is computed by dividing the NAVD 88
 BG2561.geopotential number by the normal gravity value computed on the
 BG2561.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2561.degrees latitude (g = 980.6199 gals.).
 BG2561
 BG2561.The modeled gravity was interpolated from observed gravity values.
 BG2561
 BG2561;                    North         East    Units  Estimated Accuracy
 BG2561;SPC AL W     -    77,910.      573,660.      MT  (+/- 180 meters Scaled)
 BG2561
 BG2561                          SUPERSEDED SURVEY CONTROL
 BG2561
 BG2561  NGVD 29 (??/??/92)   61.81   (m)          202.8    (f) COMPUTED    2 0
 BG2561
 BG2561.Superseded values are not recommended for survey control.
 BG2561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2561.See file dsdata.txt to determine how the superseded data were derived.
 BG2561
 BG2561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU257968(NAD 83)
 BG2561_MARKER: X = CHISELED CROSS
 BG2561_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG2561_SP_SET: TOWER LEG BASE
 BG2561_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2561
 BG2561  HISTORY     - Date     Condition        Report By
 BG2561  HISTORY     - UNK      MONUMENTED       CGS
 BG2561  HISTORY     - 1955     GOOD             NGS
 BG2561
 BG2561                          STATION DESCRIPTION
 BG2561
 BG2561'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2561'2.8 MI S FROM STAPLETON.
 BG2561'ABOUT 2.8 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE
 BG2561'RAILROAD FROM THE STATION SIGN AT STAPLETON, AT SIMERLY FOREST
 BG2561'LOOKOUT TOWER, ABOUT 85 YARDS SOUTHWEST OF THE TRACK, 162 FEET
 BG2561'EAST-NORTHEAST OF CENTER LINE OF STATE HIGHWAY 3, A ROUGH-
 BG2561'3-INCH CHISELED CROSS IN THE TOP OF THE CONCRETE BASE OF THE NORTH
 BG2561'LEG OF TOWER, 1.5 FEET NORTHWEST OF SOUTHEAST EDGE OF CONCRETE
 BG2561'BASE, 1.4 FEET SOUTHEAST OF SOUTHEAST EDGE OF WOODEN LEG OF TOWER,
 BG2561'1.4 FEET SOUTHWEST OF NORTHEAST EDGE OF BASE AND ABOUT LEVEL
 BG2561'WITH GROUND.  MARK IS REACHED FROM THE POST OFFICE AT STAPLETON
 BG2561'BY GOING ABOUT 0.4 MILE SOUTH ALONG U.S. HIGHWAY 31, THENCE
 BG2561'ABOUT 2.4 MILES SOUTH ALONG STATE HIGHWAY 3.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1154 ***********************************************************************
 BU1154  DESIGNATION -  CHISELED CROSS
 BU1154  PID         -  BU1154
 BU1154  STATE/COUNTY-  AL/WILCOX
 BU1154  USGS QUAD   -  ROSEBUD (1981)
 BU1154
 BU1154                         *CURRENT SURVEY CONTROL
 BU1154  ___________________________________________________________________
 BU1154* NAD 83(1986)-  31 54 14.     (N)    087 10 11.     (W)     SCALED    
 BU1154* NAVD 88     -        65.639  (meters)     215.35   (feet)  ADJUSTED  
 BU1154  ___________________________________________________________________
 BU1154  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BU1154  DYNAMIC HT  -          65.562 (meters)     215.10  (feet)  COMP
 BU1154  MODELED GRAV-     979,458.3   (mgal)                       NAVD 88
 BU1154
 BU1154  VERT ORDER  -  SECOND    CLASS 0
 BU1154
 BU1154.The horizontal coordinates were scaled from a topographic map and have
 BU1154.an estimated accuracy of +/- 6 seconds.
 BU1154
 BU1154.The orthometric height was determined by differential leveling
 BU1154.and adjusted by the National Geodetic Survey in June 1991..
 BU1154
 BU1154.The geoid height was determined by GEOID03.
 BU1154
 BU1154.The dynamic height is computed by dividing the NAVD 88
 BU1154.geopotential number by the normal gravity value computed on the
 BU1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1154.degrees latitude (g = 980.6199 gals.).
 BU1154
 BU1154.The modeled gravity was interpolated from observed gravity values.
 BU1154
 BU1154;                    North         East    Units  Estimated Accuracy
 BU1154;SPC AL W     -   211,120.      631,240.      MT  (+/- 180 meters Scaled)
 BU1154
 BU1154                          SUPERSEDED SURVEY CONTROL
 BU1154
 BU1154  NGVD 29 (??/??/92)   65.610  (m)          215.26   (f) ADJ UNCH    2 0
 BU1154
 BU1154.Superseded values are not recommended for survey control.
 BU1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1154.See file dsdata.txt to determine how the superseded data were derived.
 BU1154
 BU1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA839297(NAD 83)
 BU1154_MARKER: X = CHISELED CROSS
 BU1154_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1154_SP_SET: CULVERT
 BU1154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1154
 BU1154  HISTORY     - Date     Condition        Report By
 BU1154  HISTORY     - UNK      MONUMENTED       CGS
 BU1154  HISTORY     - 1935     GOOD             NGS
 BU1154
 BU1154                          STATION DESCRIPTION
 BU1154
 BU1154'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 BU1154'6.6 MI N FROM NADAWAH.
 BU1154'IN WILCOX COUNTY, 6.6 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE
 BU1154'RAILROAD FROM THE STATION AT NADAWAH, MONROE COUNTY, 1.5 MILES SOUTH
 BU1154'OF THE STATION AT NEENAH, WILCOX COUNTY, 0.5 MILE WEST OF MILEPOST
 BU1154'676, 6 POLES WEST OF BRIDGE 3, 100 YARDS WEST OF A ROAD CROSSING, 18
 BU1154'FEET NORTH OF THE TRACK, AND ON THE TOP OF A TILE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2049 ***********************************************************************
 DH2049  DESIGNATION -  CHISELED CROSS
 DH2049  PID         -  DH2049
 DH2049  STATE/COUNTY-  AL/TUSCALOOSA
 DH2049  USGS QUAD   -  TUSCALOOSA (1983)
 DH2049
 DH2049                         *CURRENT SURVEY CONTROL
 DH2049  ___________________________________________________________________
 DH2049* NAD 83(1986)-  33 13 10.     (N)    087 33 08.     (W)     SCALED    
 DH2049* NAVD 88     -        44.589  (meters)     146.29   (feet)  ADJUSTED  
 DH2049  ___________________________________________________________________
 DH2049  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DH2049  DYNAMIC HT  -          44.540 (meters)     146.13  (feet)  COMP
 DH2049  MODELED GRAV-     979,547.3   (mgal)                       NAVD 88
 DH2049
 DH2049  VERT ORDER  -  SECOND    CLASS 0
 DH2049
 DH2049.The horizontal coordinates were scaled from a topographic map and have
 DH2049.an estimated accuracy of +/- 6 seconds.
 DH2049
 DH2049.The orthometric height was determined by differential leveling
 DH2049.and adjusted by the National Geodetic Survey in June 1991..
 DH2049
 DH2049.The geoid height was determined by GEOID03.
 DH2049
 DH2049.The dynamic height is computed by dividing the NAVD 88
 DH2049.geopotential number by the normal gravity value computed on the
 DH2049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2049.degrees latitude (g = 980.6199 gals.).
 DH2049
 DH2049.The modeled gravity was interpolated from observed gravity values.
 DH2049
 DH2049;                    North         East    Units  Estimated Accuracy
 DH2049;SPC AL W     -   356,950.      595,130.      MT  (+/- 180 meters Scaled)
 DH2049
 DH2049                          SUPERSEDED SURVEY CONTROL
 DH2049
 DH2049  NGVD 29 (??/??/92)   44.55   (m)          146.2    (f) COMPUTED    2 0
 DH2049
 DH2049.Superseded values are not recommended for survey control.
 DH2049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2049.See file dsdata.txt to determine how the superseded data were derived.
 DH2049
 DH2049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB485757(NAD 83)
 DH2049_MARKER: X = CHISELED CROSS
 DH2049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2049+STABILITY: SURFACE MOTION
 DH2049
 DH2049  HISTORY     - Date     Condition        Report By
 DH2049  HISTORY     - UNK      MONUMENTED       CGS
 DH2049  HISTORY     - 1935     GOOD             NGS
 DH2049
 DH2049                          STATION DESCRIPTION
 DH2049
 DH2049'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH2049'IN TUSCALOOSA.
 DH2049'15 FEET EAST OF A RAIN FALL GUAGE, AT LOCK NO. 10 ON WARRIOR RIVER, ON
 DH2049'TOP OF THE SOUTH BANK ABOVE THE LOCK, MIDWAY BETWEEN THE TWO DWELLING
 DH2049'HOUSES, THAT ARE NEXT TO A MACHINE SHOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0807 ***********************************************************************
 BU0807  DESIGNATION -  CHISELED SQUARE
 BU0807  PID         -  BU0807
 BU0807  STATE/COUNTY-  AL/MONROE
 BU0807  USGS QUAD   -  MONROEVILLE (1986)
 BU0807
 BU0807                         *CURRENT SURVEY CONTROL
 BU0807  ___________________________________________________________________
 BU0807* NAD 83(1986)-  31 31 41.     (N)    087 19 29.     (W)     SCALED    
 BU0807* NAVD 88     -       127.234  (meters)     417.43   (feet)  ADJUSTED  
 BU0807  ___________________________________________________________________
 BU0807  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BU0807  DYNAMIC HT  -         127.077 (meters)     416.92  (feet)  COMP
 BU0807  MODELED GRAV-     979,411.0   (mgal)                       NAVD 88
 BU0807
 BU0807  VERT ORDER  -  SECOND    CLASS 0
 BU0807
 BU0807.The horizontal coordinates were scaled from a topographic map and have
 BU0807.an estimated accuracy of +/- 6 seconds.
 BU0807
 BU0807.The orthometric height was determined by differential leveling
 BU0807.and adjusted by the National Geodetic Survey in June 1991..
 BU0807
 BU0807.The geoid height was determined by GEOID03.
 BU0807
 BU0807.The dynamic height is computed by dividing the NAVD 88
 BU0807.geopotential number by the normal gravity value computed on the
 BU0807.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0807.degrees latitude (g = 980.6199 gals.).
 BU0807
 BU0807.The modeled gravity was interpolated from observed gravity values.
 BU0807
 BU0807;                    North         East    Units  Estimated Accuracy
 BU0807;SPC AL W     -   169,410.      616,650.      MT  (+/- 180 meters Scaled)
 BU0807
 BU0807                          SUPERSEDED SURVEY CONTROL
 BU0807
 BU0807  NGVD 29 (??/??/92)  127.21   (m)          417.4    (f) COMPUTED    2 0
 BU0807
 BU0807.Superseded values are not recommended for survey control.
 BU0807.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0807.See file dsdata.txt to determine how the superseded data were derived.
 BU0807
 BU0807_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV691881(NAD 83)
 BU0807_MARKER: Q = CHISELED SQUARE
 BU0807_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0807_SP_SET: STEP
 BU0807_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0807
 BU0807  HISTORY     - Date     Condition        Report By
 BU0807  HISTORY     - UNK      MONUMENTED       CGS
 BU0807  HISTORY     - 1951     MARK NOT FOUND   NGS
 BU0807
 BU0807                          STATION DESCRIPTION
 BU0807
 BU0807'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0807'IN MONROEVILLE.
 BU0807'AT THE COUNTY COURTHOUSE AND ON THE TOP OF THE COURTHOUSE AND ON THE
 BU0807'TOP OF THE COURTHOUSE STEP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0871 ***********************************************************************
 BT0871  DESIGNATION -  CHISELED SQUARE
 BT0871  PID         -  BT0871
 BT0871  STATE/COUNTY-  AL/DALE
 BT0871  USGS QUAD   -  MIDLAND CITY (1981)
 BT0871
 BT0871                         *CURRENT SURVEY CONTROL
 BT0871  ___________________________________________________________________
 BT0871* NAD 83(1986)-  31 19 09.     (N)    085 27 18.     (W)     SCALED    
 BT0871* NAVD 88     -       115.93   (+/-2cm)     380.3    (feet)  VERTCON   
 BT0871  ___________________________________________________________________
 BT0871  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT0871
 BT0871  VERT ORDER  -  ? (See Below)
 BT0871
 BT0871.This mark is at Dothan Airport (DHN)
 BT0871
 BT0871.The horizontal coordinates were scaled from a topographic map and have
 BT0871.an estimated accuracy of +/- 6 seconds.
 BT0871
 BT0871.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT0871.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT0871.The vertical order pertains to the NGVD 29 superseded value.
 BT0871
 BT0871.The geoid height was determined by GEOID03.
 BT0871
 BT0871;                    North         East    Units  Estimated Accuracy
 BT0871;SPC AL E     -    90,880.      236,010.      MT  (+/- 180 meters Scaled)
 BT0871
 BT0871                          SUPERSEDED SURVEY CONTROL
 BT0871
 BT0871  NGVD 29 (??/??/92)  116.013  (m)          380.62   (f) ADJ UNCH    ?  
 BT0871
 BT0871.Superseded values are not recommended for survey control.
 BT0871.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0871.See file dsdata.txt to determine how the superseded data were derived.
 BT0871
 BT0871_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV470660(NAD 83)
 BT0871_MARKER: Q = CHISELED SQUARE
 BT0871_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT0871_SP_SET: FOUNDATION
 BT0871_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0871
 BT0871  HISTORY     - Date     Condition        Report By
 BT0871  HISTORY     - UNK      MONUMENTED       CGS
 BT0871  HISTORY     - 1945     GOOD             NGS
 BT0871  HISTORY     - 1965     GOOD             NGS
 BT0871
 BT0871                          STATION DESCRIPTION
 BT0871
 BT0871'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 BT0871'AT NAPIER FIELD.
 BT0871'AT NAPIER FIELD, DALE COUNTY, AT THE SOUTH-SOUTHEAST LEG OF THE
 BT0871'WATER TANK, AND ON THE TOP OF THE SOUTHEAST CORNER OF THE
 BT0871'CONCRETE FOUNDATION, A CHISELED SQUARE.
 BT0871
 BT0871                          STATION RECOVERY (1965)
 BT0871
 BT0871'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BT0871'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0752 ***********************************************************************
 CN0752  DESIGNATION -  CHISELED SQUARE
 CN0752  PID         -  CN0752
 CN0752  STATE/COUNTY-  AL/DALLAS
 CN0752  USGS QUAD   -  SARDIS (1982)
 CN0752
 CN0752                         *CURRENT SURVEY CONTROL
 CN0752  ___________________________________________________________________
 CN0752* NAD 83(1986)-  32 21 25.     (N)    086 59 24.     (W)     SCALED    
 CN0752* NAVD 88     -        38.263  (meters)     125.53   (feet)  ADJUSTED  
 CN0752  ___________________________________________________________________
 CN0752  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CN0752  DYNAMIC HT  -          38.219 (meters)     125.39  (feet)  COMP
 CN0752  MODELED GRAV-     979,500.3   (mgal)                       NAVD 88
 CN0752
 CN0752  VERT ORDER  -  FIRST     CLASS I
 CN0752
 CN0752.This mark is at Craig Field Airport (SEM)
 CN0752
 CN0752.The horizontal coordinates were scaled from a topographic map and have
 CN0752.an estimated accuracy of +/- 6 seconds.
 CN0752
 CN0752.The orthometric height was determined by differential leveling
 CN0752.and adjusted by the National Geodetic Survey in June 1991..
 CN0752
 CN0752.The geoid height was determined by GEOID03.
 CN0752
 CN0752.The dynamic height is computed by dividing the NAVD 88
 CN0752.geopotential number by the normal gravity value computed on the
 CN0752.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0752.degrees latitude (g = 980.6199 gals.).
 CN0752
 CN0752.The modeled gravity was interpolated from observed gravity values.
 CN0752
 CN0752;                    North         East    Units  Estimated Accuracy
 CN0752;SPC AL W     -   261,420.      648,000.      MT  (+/- 180 meters Scaled)
 CN0752
 CN0752                          SUPERSEDED SURVEY CONTROL
 CN0752
 CN0752  NGVD 29 (??/??/??)   38.244  (m)          125.47   (f) ADJUSTED    1 1
 CN0752
 CN0752.Superseded values are not recommended for survey control.
 CN0752.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0752.See file dsdata.txt to determine how the superseded data were derived.
 CN0752
 CN0752_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA009800(NAD 83)
 CN0752_MARKER: Q = CHISELED SQUARE
 CN0752_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0752_SP_SET: CULVERT
 CN0752_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0752
 CN0752  HISTORY     - Date     Condition        Report By
 CN0752  HISTORY     - UNK      MONUMENTED       USE
 CN0752  HISTORY     - 1968     GOOD             NGS
 CN0752
 CN0752                          STATION DESCRIPTION
 CN0752
 CN0752'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0752'4.4 MI SE FROM SELMA.
 CN0752'ABOUT 3.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE SOUTH END OF
 CN0752'THE EDMUND PETTUS BRIDGE OVER THE ALABAMA RIVER AT SELMA TO THE
 CN0752'ENTRANCE OF CRAIG AIR FORCE BASE, THENCE 0.2 MILE SOUTHWEST ALONG 5TH
 CN0752'STREET THENCE 0.2 MILE NORTHWEST ALONG C AVENUE, THENCE 0.2 MILE SOUTH
 CN0752'ALONG FIRST STREET, AT THE WEST END OF CRAIG LAKE, A CHISELED SQUARE
 CN0752'ON TOP OF THE NORTH END OF THE EAST CONCRETE HEADWALL OF A
 CN0752'DOUBLE-CHANNEL CULVERT UNDER THE STREET, 21 FEET EAST OF THE
 CN0752'CENTERLINE OF THE STREET, AND ABOUT 2 FEET BELOW THE LEVEL OF THE
 CN0752'STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0688 ***********************************************************************
 EF0688  DESIGNATION -  CHISELED SQUARE
 EF0688  PID         -  EF0688
 EF0688  STATE/COUNTY-  AL/MORGAN
 EF0688  USGS QUAD   -  DECATUR (1982)
 EF0688
 EF0688                         *CURRENT SURVEY CONTROL
 EF0688  ___________________________________________________________________
 EF0688* NAD 83(1986)-  34 30 14.     (N)    086 57 48.     (W)     SCALED    
 EF0688* NAVD 88     -       172.971  (meters)     567.49   (feet)  ADJUSTED  
 EF0688  ___________________________________________________________________
 EF0688  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EF0688  DYNAMIC HT  -         172.800 (meters)     566.93  (feet)  COMP
 EF0688  MODELED GRAV-     979,646.4   (mgal)                       NAVD 88
 EF0688
 EF0688  VERT ORDER  -  FIRST     CLASS II
 EF0688
 EF0688.The horizontal coordinates were scaled from a topographic map and have
 EF0688.an estimated accuracy of +/- 6 seconds.
 EF0688
 EF0688.The orthometric height was determined by differential leveling
 EF0688.and adjusted by the National Geodetic Survey in June 1991..
 EF0688
 EF0688.The geoid height was determined by GEOID03.
 EF0688
 EF0688.The dynamic height is computed by dividing the NAVD 88
 EF0688.geopotential number by the normal gravity value computed on the
 EF0688.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0688.degrees latitude (g = 980.6199 gals.).
 EF0688
 EF0688.The modeled gravity was interpolated from observed gravity values.
 EF0688
 EF0688;                    North         East    Units  Estimated Accuracy
 EF0688;SPC AL W     -   499,540.      649,280.      MT  (+/- 180 meters Scaled)
 EF0688
 EF0688                          SUPERSEDED SURVEY CONTROL
 EF0688
 EF0688.No superseded survey control is available for this station.
 EF0688
 EF0688_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED033180(NAD 83)
 EF0688_MARKER: Q = CHISELED SQUARE
 EF0688_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0688_SP_SET: BRIDGE ABUTMENT
 EF0688_STAMPING: BM USC AND GS 1934
 EF0688_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0688
 EF0688  HISTORY     - Date     Condition        Report By
 EF0688  HISTORY     - 1934     MONUMENTED       CGS
 EF0688  HISTORY     - 1944     GOOD             NGS
 EF0688  HISTORY     - 1950     GOOD             NGS
 EF0688  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0688
 EF0688                          STATION DESCRIPTION
 EF0688
 EF0688'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF0688'1.5 MI S FROM FLINT.
 EF0688'ABOUT 1.5 MILES SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0688'FROM THE STATION AT FLINT, AT THE BRIDGE OVER FLINT CREEK, 7.0 FEET
 EF0688'NORTH OF MILE-POST 315, 11.5 FEET WEST OF AND ABOUT 6 FEET BELOW THE
 EF0688'CENTER LINE OF THE WEST TRACK AND IS THE HIGH POINT OF A CHISELED
 EF0688'SQUARE ON THE WEST END OF THE SOUTH ABUTMENT OF THE BRIDGE.
 EF0688
 EF0688                          STATION RECOVERY (1950)
 EF0688
 EF0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0688'RECOVERED IN GOOD CONDITION.
 EF0688
 EF0688                          STATION RECOVERY (1982)
 EF0688
 EF0688'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0688'NOT RECOVERED.  NOTE, STATION HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1636 ***********************************************************************
 DH1636  DESIGNATION -  CHISELED SQUARE
 DH1636  PID         -  DH1636
 DH1636  STATE/COUNTY-  AL/TUSCALOOSA
 DH1636  USGS QUAD   -  PEARSON (1983)
 DH1636
 DH1636                         *CURRENT SURVEY CONTROL
 DH1636  ___________________________________________________________________
 DH1636* NAD 83(1986)-  33 02 02.     (N)    087 20 27.     (W)     SCALED    
 DH1636* NAVD 88     -        80.537  (meters)     264.23   (feet)  ADJUSTED  
 DH1636  ___________________________________________________________________
 DH1636  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DH1636  DYNAMIC HT  -          80.446 (meters)     263.93  (feet)  COMP
 DH1636  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 DH1636
 DH1636  VERT ORDER  -  SECOND    CLASS 0
 DH1636
 DH1636.The horizontal coordinates were scaled from a topographic map and have
 DH1636.an estimated accuracy of +/- 6 seconds.
 DH1636
 DH1636.The orthometric height was determined by differential leveling
 DH1636.and adjusted by the National Geodetic Survey in June 1991..
 DH1636
 DH1636.The geoid height was determined by GEOID03.
 DH1636
 DH1636.The dynamic height is computed by dividing the NAVD 88
 DH1636.geopotential number by the normal gravity value computed on the
 DH1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1636.degrees latitude (g = 980.6199 gals.).
 DH1636
 DH1636.The modeled gravity was interpolated from observed gravity values.
 DH1636
 DH1636;                    North         East    Units  Estimated Accuracy
 DH1636;SPC AL W     -   336,380.      614,870.      MT  (+/- 180 meters Scaled)
 DH1636
 DH1636                          SUPERSEDED SURVEY CONTROL
 DH1636
 DH1636  NGVD 29 (??/??/92)   80.504  (m)          264.12   (f) ADJ UNCH    2 0
 DH1636
 DH1636.Superseded values are not recommended for survey control.
 DH1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1636.See file dsdata.txt to determine how the superseded data were derived.
 DH1636
 DH1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB681550(NAD 83)
 DH1636_MARKER: Q = CHISELED SQUARE
 DH1636_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1636_SP_SET: CULVERT
 DH1636_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1636
 DH1636  HISTORY     - Date     Condition        Report By
 DH1636  HISTORY     - UNK      MONUMENTED       USGS
 DH1636  HISTORY     - 1935     GOOD             NGS
 DH1636
 DH1636                          STATION DESCRIPTION
 DH1636
 DH1636'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH1636'IN HAGLER.
 DH1636'48 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOBILE AND OHIO
 DH1636'RAILROAD STATION, 20 FEET WEST OF THE CENTERLINE OF THE TRACK IN THE
 DH1636'CENTER OF A CONCRETE HEADWALL TO CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1640 ***********************************************************************
 DH1640  DESIGNATION -  CHISELED SQUARE
 DH1640  PID         -  DH1640
 DH1640  STATE/COUNTY-  AL/TUSCALOOSA
 DH1640  USGS QUAD   -  DUNCANVILLE (1983)
 DH1640
 DH1640                         *CURRENT SURVEY CONTROL
 DH1640  ___________________________________________________________________
 DH1640* NAD 83(1986)-  33 02 53.     (N)    087 24 45.     (W)     SCALED    
 DH1640* NAVD 88     -        61.324  (meters)     201.19   (feet)  ADJUSTED  
 DH1640  ___________________________________________________________________
 DH1640  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DH1640  DYNAMIC HT  -          61.255 (meters)     200.97  (feet)  COMP
 DH1640  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DH1640
 DH1640  VERT ORDER  -  SECOND    CLASS 0
 DH1640
 DH1640.The horizontal coordinates were scaled from a topographic map and have
 DH1640.an estimated accuracy of +/- 6 seconds.
 DH1640
 DH1640.The orthometric height was determined by differential leveling
 DH1640.and adjusted by the National Geodetic Survey in June 1991..
 DH1640
 DH1640.The geoid height was determined by GEOID03.
 DH1640
 DH1640.The dynamic height is computed by dividing the NAVD 88
 DH1640.geopotential number by the normal gravity value computed on the
 DH1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1640.degrees latitude (g = 980.6199 gals.).
 DH1640
 DH1640.The modeled gravity was interpolated from observed gravity values.
 DH1640
 DH1640;                    North         East    Units  Estimated Accuracy
 DH1640;SPC AL W     -   337,950.      608,170.      MT  (+/- 180 meters Scaled)
 DH1640
 DH1640                          SUPERSEDED SURVEY CONTROL
 DH1640
 DH1640  NGVD 29 (??/??/92)   61.293  (m)          201.09   (f) ADJ UNCH    2 0
 DH1640
 DH1640.Superseded values are not recommended for survey control.
 DH1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1640.See file dsdata.txt to determine how the superseded data were derived.
 DH1640
 DH1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB614566(NAD 83)
 DH1640_MARKER: Q = CHISELED SQUARE
 DH1640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1640_SP_SET: CULVERT
 DH1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1640
 DH1640  HISTORY     - Date     Condition        Report By
 DH1640  HISTORY     - UNK      MONUMENTED       USGS
 DH1640  HISTORY     - 1935     GOOD             NGS
 DH1640
 DH1640                          STATION DESCRIPTION
 DH1640
 DH1640'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH1640'2.0 MI E FROM DUNCANVILLE.
 DH1640'ALONG THE MOBILE AND OHIO RAILROAD, 0.3 MILE EAST OF MILEPOST 89, ON
 DH1640'NORTH SIDE OF THE TRACK, IN THE WEST END OF A CONCRETE HEADWALL TO A
 DH1640'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1535 ***********************************************************************
 DH1535  DESIGNATION -  CHISELED SQUARE
 DH1535  PID         -  DH1535
 DH1535  STATE/COUNTY-  AL/WALKER
 DH1535  USGS QUAD   -  CORDOVA (1983)
 DH1535
 DH1535                         *CURRENT SURVEY CONTROL
 DH1535  ___________________________________________________________________
 DH1535* NAD 83(1986)-  33 45 34.     (N)    087 11 02.     (W)     SCALED    
 DH1535* NAVD 88     -        92.876  (meters)     304.71   (feet)  ADJUSTED  
 DH1535  ___________________________________________________________________
 DH1535  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 DH1535  DYNAMIC HT  -          92.780 (meters)     304.40  (feet)  COMP
 DH1535  MODELED GRAV-     979,603.0   (mgal)                       NAVD 88
 DH1535
 DH1535  VERT ORDER  -  SECOND    CLASS 0
 DH1535
 DH1535.The horizontal coordinates were scaled from a topographic map and have
 DH1535.an estimated accuracy of +/- 6 seconds.
 DH1535
 DH1535.The orthometric height was determined by differential leveling
 DH1535.and adjusted by the National Geodetic Survey in June 1991..
 DH1535
 DH1535.The geoid height was determined by GEOID03.
 DH1535
 DH1535.The dynamic height is computed by dividing the NAVD 88
 DH1535.geopotential number by the normal gravity value computed on the
 DH1535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1535.degrees latitude (g = 980.6199 gals.).
 DH1535
 DH1535.The modeled gravity was interpolated from observed gravity values.
 DH1535
 DH1535;                    North         East    Units  Estimated Accuracy
 DH1535;SPC AL W     -   416,880.      629,280.      MT  (+/- 180 meters Scaled)
 DH1535
 DH1535                          SUPERSEDED SURVEY CONTROL
 DH1535
 DH1535  NGVD 29 (??/??/92)   92.85   (m)          304.6    (f) COMPUTED    2 0
 DH1535
 DH1535.Superseded values are not recommended for survey control.
 DH1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1535.See file dsdata.txt to determine how the superseded data were derived.
 DH1535
 DH1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC829354(NAD 83)
 DH1535_MARKER: Q = CHISELED SQUARE
 DH1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1535_SP_SET: STEP
 DH1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1535
 DH1535  HISTORY     - Date     Condition        Report By
 DH1535  HISTORY     - UNK      MONUMENTED       USGS
 DH1535  HISTORY     - 1935     GOOD             NGS
 DH1535  HISTORY     - 1947     GOOD             NGS
 DH1535
 DH1535                          STATION DESCRIPTION
 DH1535
 DH1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 DH1535'IN CORDOVA.
 DH1535'ABOUT 400 FEET SOUTH OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 DH1535'STATION, ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD SPUR LINE, 150
 DH1535'FEET WEST OF THE MAIN ST. LOUIS AND SAN FRANCISCO RAILROAD TRACK, 6
 DH1535'FEET EAST OF THE CENTERLINE OF THE SPUR TRACK, IN THE SOUTHEAST CORNER
 DH1535'OF THE TOP OF CONCRETE STEP LEADING TO INDIAN HEAD MILLS.
 DH1535
 DH1535                          STATION RECOVERY (1947)
 DH1535
 DH1535'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DH1535'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1526 ***********************************************************************
 BU1526  DESIGNATION -  CHISELED SQUARE 1
 BU1526  PID         -  BU1526
 BU1526  STATE/COUNTY-  AL/CLARKE
 BU1526  USGS QUAD   -  THOMASVILLE (1986)
 BU1526
 BU1526                         *CURRENT SURVEY CONTROL
 BU1526  ___________________________________________________________________
 BU1526* NAD 83(1986)-  31 57 38.     (N)    087 42 42.     (W)     SCALED    
 BU1526* NAVD 88     -        62.926  (meters)     206.45   (feet)  ADJUSTED  
 BU1526  ___________________________________________________________________
 BU1526  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU1526  DYNAMIC HT  -          62.851 (meters)     206.20  (feet)  COMP
 BU1526  MODELED GRAV-     979,461.6   (mgal)                       NAVD 88
 BU1526
 BU1526  VERT ORDER  -  FIRST     CLASS II
 BU1526
 BU1526.The horizontal coordinates were scaled from a topographic map and have
 BU1526.an estimated accuracy of +/- 6 seconds.
 BU1526
 BU1526.The orthometric height was determined by differential leveling
 BU1526.and adjusted by the National Geodetic Survey in June 1991..
 BU1526
 BU1526.The geoid height was determined by GEOID03.
 BU1526
 BU1526.The dynamic height is computed by dividing the NAVD 88
 BU1526.geopotential number by the normal gravity value computed on the
 BU1526.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1526.degrees latitude (g = 980.6199 gals.).
 BU1526
 BU1526.The modeled gravity was interpolated from observed gravity values.
 BU1526
 BU1526;                    North         East    Units  Estimated Accuracy
 BU1526;SPC AL W     -   217,370.      579,990.      MT  (+/- 180 meters Scaled)
 BU1526
 BU1526                          SUPERSEDED SURVEY CONTROL
 BU1526
 BU1526  NGVD 29 (??/??/92)   62.88   (m)          206.3    (f) COMPUTED    1 2
 BU1526
 BU1526.Superseded values are not recommended for survey control.
 BU1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1526.See file dsdata.txt to determine how the superseded data were derived.
 BU1526
 BU1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA327362(NAD 83)
 BU1526_MARKER: Q = CHISELED SQUARE
 BU1526_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1526_SP_SET: CULVERT
 BU1526_STAMPING: USBM
 BU1526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1526
 BU1526  HISTORY     - Date     Condition        Report By
 BU1526  HISTORY     - UNK      MONUMENTED       CGS
 BU1526  HISTORY     - 1950     POOR             NGS
 BU1526  HISTORY     - 1950     MARK NOT FOUND   NGS
 BU1526
 BU1526                          STATION DESCRIPTION
 BU1526
 BU1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU1526'3.6 MI NE FROM THOMASVILLE.
 BU1526'3.6 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BU1526'THOMASVILLE, CLARKE COUNTY, 0.6 MILE SOUTHWEST OF THE ATKINSON STATION
 BU1526'SIGN, 7 POLES SOUTHWEST OF MILEPOST 48, 6 POLES NORTHEAST OF BRIDGE
 BU1526'48.4 MB, AT A CONCRETE CULVERT, AND ON THE TOP OF THE NORTHWEST HEAD
 BU1526'WALL.  A CHISELED SQUARE, LETTERED USBM.
 BU1526
 BU1526                          STATION RECOVERY (1950)
 BU1526
 BU1526'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 BU1526'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0403 ***********************************************************************
 CO0403  DESIGNATION -  CHISELED SQUARE 1
 CO0403  PID         -  CO0403
 CO0403  STATE/COUNTY-  AL/CHOCTAW
 CO0403  USGS QUAD   -  BUTLER (1986)
 CO0403
 CO0403                         *CURRENT SURVEY CONTROL
 CO0403  ___________________________________________________________________
 CO0403* NAD 83(1986)-  32 05 55.     (N)    088 09 50.     (W)     SCALED    
 CO0403* NAVD 88     -        36.266  (meters)     118.98   (feet)  ADJUSTED  
 CO0403  ___________________________________________________________________
 CO0403  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CO0403  DYNAMIC HT  -          36.224 (meters)     118.84  (feet)  COMP
 CO0403  MODELED GRAV-     979,493.1   (mgal)                       NAVD 88
 CO0403
 CO0403  VERT ORDER  -  SECOND    CLASS 0
 CO0403
 CO0403.The horizontal coordinates were scaled from a topographic map and have
 CO0403.an estimated accuracy of +/- 6 seconds.
 CO0403
 CO0403.The orthometric height was determined by differential leveling
 CO0403.and adjusted by the National Geodetic Survey in June 1991..
 CO0403
 CO0403.The geoid height was determined by GEOID03.
 CO0403
 CO0403.The dynamic height is computed by dividing the NAVD 88
 CO0403.geopotential number by the normal gravity value computed on the
 CO0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0403.degrees latitude (g = 980.6199 gals.).
 CO0403
 CO0403.The modeled gravity was interpolated from observed gravity values.
 CO0403
 CO0403;                    North         East    Units  Estimated Accuracy
 CO0403;SPC AL W     -   232,850.      537,340.      MT  (+/- 180 meters Scaled)
 CO0403
 CO0403                          SUPERSEDED SURVEY CONTROL
 CO0403
 CO0403  NGVD 29 (??/??/92)   36.249  (m)          118.93   (f) ADJ UNCH    2 0
 CO0403
 CO0403.Superseded values are not recommended for survey control.
 CO0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0403.See file dsdata.txt to determine how the superseded data were derived.
 CO0403
 CO0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA901519(NAD 83)
 CO0403_MARKER: Q = CHISELED SQUARE
 CO0403_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0403_SP_SET: CULVERT
 CO0403_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0403
 CO0403  HISTORY     - Date     Condition        Report By
 CO0403  HISTORY     - UNK      MONUMENTED       CGS
 CO0403  HISTORY     - 1935     GOOD             NGS
 CO0403
 CO0403                          STATION DESCRIPTION
 CO0403
 CO0403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CO0403'3.5 MI E FROM BUTLER.
 CO0403'3.5 MILES EAST OF COURTHOUSE AT BUTLER 180 YARDS SOUTH OF A BRIDGE
 CO0403'OVER A CREEK, SET IN THE SOUTH HEADWALL OF CULVERT ON STATE HIGHWAY
 CO0403'10, AT THE BOTTOM OF THE DIP.  CHISELED SQUARE CUT IN CULVERT
 CO0403'HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2272 ***********************************************************************
 CN2272  DESIGNATION -  CHISELED SQUARE 2
 CN2272  PID         -  CN2272
 CN2272  STATE/COUNTY-  AL/WILCOX
 CN2272  USGS QUAD   -  FLATWOOD (1978)
 CN2272
 CN2272                         *CURRENT SURVEY CONTROL
 CN2272  ___________________________________________________________________
 CN2272* NAD 83(1986)-  32 08 59.     (N)    087 31 08.     (W)     SCALED    
 CN2272* NAVD 88     -        52.595  (meters)     172.56   (feet)  ADJUSTED  
 CN2272  ___________________________________________________________________
 CN2272  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CN2272  DYNAMIC HT  -          52.534 (meters)     172.36  (feet)  COMP
 CN2272  MODELED GRAV-     979,468.2   (mgal)                       NAVD 88
 CN2272
 CN2272  VERT ORDER  -  FIRST     CLASS II
 CN2272
 CN2272.The horizontal coordinates were scaled from a topographic map and have
 CN2272.an estimated accuracy of +/- 6 seconds.
 CN2272
 CN2272.The orthometric height was determined by differential leveling
 CN2272.and adjusted by the National Geodetic Survey in June 1991..
 CN2272
 CN2272.The geoid height was determined by GEOID03.
 CN2272
 CN2272.The dynamic height is computed by dividing the NAVD 88
 CN2272.geopotential number by the normal gravity value computed on the
 CN2272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2272.degrees latitude (g = 980.6199 gals.).
 CN2272
 CN2272.The modeled gravity was interpolated from observed gravity values.
 CN2272
 CN2272;                    North         East    Units  Estimated Accuracy
 CN2272;SPC AL W     -   238,330.      598,220.      MT  (+/- 180 meters Scaled)
 CN2272
 CN2272                          SUPERSEDED SURVEY CONTROL
 CN2272
 CN2272  NGVD 29 (??/??/92)   52.556  (m)          172.43   (f) ADJ UNCH    1 2
 CN2272
 CN2272.Superseded values are not recommended for survey control.
 CN2272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2272.See file dsdata.txt to determine how the superseded data were derived.
 CN2272
 CN2272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA510571(NAD 83)
 CN2272_MARKER: Q = CHISELED SQUARE
 CN2272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2272_SP_SET: CULVERT
 CN2272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2272
 CN2272  HISTORY     - Date     Condition        Report By
 CN2272  HISTORY     - UNK      MONUMENTED       CGS
 CN2272  HISTORY     - 1950     GOOD             NGS
 CN2272  HISTORY     - 1951     GOOD             NGS
 CN2272
 CN2272                          STATION DESCRIPTION
 CN2272
 CN2272'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2272'3.8 MI SW FROM CATHERINE.
 CN2272'3.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN2272'CATHERINE, WILCOX COUNTY, AT FLATWOOD, 303 FEET NORTHEAST OF THE
 CN2272'STATION SIGN, 172 FEET EAST-NORTHEAST ACROSS THE TRACK FROM MILEPOST
 CN2272'26, 125 FEET NORTHEAST OF A MAIL CRANE, AT A 36-INCH IRON-PIPE CULVERT
 CN2272'UNDER THE TRACK, ON THE TOP OF THE SOUTHEAST CONCRETE HEAD WALL, 15.5
 CN2272'FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND ABOUT 4 FEET LOWER THAN THE
 CN2272'TRACK.  A CHISELED SQUARE.
 CN2272
 CN2272                          STATION RECOVERY (1951)
 CN2272
 CN2272'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CN2272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3613 ***********************************************************************
 DG3613  DESIGNATION -  CHOC
 DG3613  PID         -  DG3613
 DG3613  STATE/COUNTY-  AL/CALHOUN
 DG3613  USGS QUAD   -  CHOCCOLOCCO (1983)
 DG3613
 DG3613                         *CURRENT SURVEY CONTROL
 DG3613  ___________________________________________________________________
 DG3613* NAD 83(1992)-  33 41 10.50788(N)    085 44 26.13183(W)     ADJUSTED  
 DG3613* NAVD 88     -       615.     (meters)    2018.     (feet)  SCALED    
 DG3613  ___________________________________________________________________
 DG3613  LAPLACE CORR-          -0.51  (seconds)                    DEFLEC99
 DG3613  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DG3613
 DG3613  HORZ ORDER  -  FIRST
 DG3613
 DG3613.The horizontal coordinates were established by classical geodetic methods
 DG3613.and adjusted by the National Geodetic Survey in December 1992..
 DG3613
 DG3613.The orthometric height was scaled from a topographic map.
 DG3613
 DG3613.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3613
 DG3613.The geoid height was determined by GEOID03.
 DG3613
 DG3613;                    North         East     Units Scale Factor Converg.
 DG3613;SPC AL E     -   353,308.668   208,598.901   MT  0.99996091   +0 03 05.2
 DG3613;UTM  16      - 3,728,080.777   616,733.074   MT  0.99976799   +0 41 55.0
 DG3613
 DG3613!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3613!SPC AL E     -   0.99990795  x   0.99996091  =   0.99986886
 DG3613!UTM  16      -   0.99990795  x   0.99976799  =   0.99967596
 DG3613
 DG3613|---------------------------------------------------------------------|
 DG3613| PID    Reference Object                     Distance      Geod. Az  |
 DG3613|                                                           dddmmss.s |
 DG3613| CY9765 CHOC RM 2                             7.300 METERS 21243     |
 DG3613| DG3615 BLUE MT                             APPROX. 7.0 KM 2653245.4 |
 DG3613| CY9764 CHOC RM 1                            19.812 METERS 35636     |
 DG3613|---------------------------------------------------------------------|
 DG3613
 DG3613                          SUPERSEDED SURVEY CONTROL
 DG3613
 DG3613  NAD 83(1986)-  33 41 10.51292(N)    085 44 26.12537(W) AD(       ) 1
 DG3613  NAD 27      -  33 41 10.14200(N)    085 44 26.25700(W) AD(       ) 1
 DG3613
 DG3613.Superseded values are not recommended for survey control.
 DG3613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3613.See file dsdata.txt to determine how the superseded data were derived.
 DG3613
 DG3613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC1673328081(NAD 83)
 DG3613_MARKER: DS = TRIANGULATION STATION DISK
 DG3613_SETTING: 66 = SET IN ROCK OUTCROP
 DG3613
 DG3613  HISTORY     - Date     Condition        Report By
 DG3613  HISTORY     - 1941     MONUMENTED       CGS
 DG3613  HISTORY     - 1968     GOOD             CGS
 DG3613
 DG3613                          STATION DESCRIPTION
 DG3613
 DG3613'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3613'STATION IS ON THE FORT MC CLELLAN MILITARY RESERVATION, ON THE
 DG3613'TOP OF A RIDGE ABOUT 3 MILES SE OF THE FORT.  IT IS ABOUT 1/2 MILE
 DG3613'S OF THE HIGHEST POINT OF THE RIDGE.
 DG3613'
 DG3613'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN
 DG3613'DRILL HOLES IN OUTCROPPING BEDROCK.
 DG3613'
 DG3613'REFERENCE MARK NO. 1 IS ON THE CREST OF THE RIDGE, ABOUT 1 FOOT
 DG3613'LOWER THAN THE STATION.  IT PROJECTS ABOUT 1 FOOT AND IS ABOUT
 DG3613'18 INCHES SQUARE.  THE DISK IS STAMPED CHOC. NO. 1 1941.
 DG3613'
 DG3613'REFERENCE MARK NO. 2 IS ON THE W BREAK OF THE HILL.  IT IS
 DG3613'FLUSH WITH THE GROUND AND ABOUT 3 FEET LOWER THAN THE STATION.
 DG3613'THE DISK IS STAMPED CHOC NO. 2 1941.
 DG3613'
 DG3613'TO REACH THE STATION FROM THE SUMMERALL ENTRANCE GATE TO
 DG3613'FORT MC CLELLAN, GO TOWARD THE FORT FOR 1.5 MILES TO A SIDE ROAD
 DG3613'TO THE RIGHT, TURN RIGHT AND FOLLOW MAIN ROAD FOR 2.7 MILES
 DG3613'TO THE CAPPINGTON RIDGE ROAD, TURN RIGHT ON THE CAPPINGTON
 DG3613'RIDGE ROAD AND FOLLOW FOR 3.9 MILES TO THE END OF THE ROAD.
 DG3613'PACK N FROM HERE ABOUT 1-1/4 MILES TO STATION AS DESCRIBED.
 DG3613'
 DG3613'STATION BLUE MOUNTAIN IS A GOOD AZIMUTH MARK.
 DG3613'
 DG3613'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
 DG3613
 DG3613                          STATION RECOVERY (1968)
 DG3613
 DG3613'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (JMW)
 DG3613'TO REACH THE STATION FROM SUMMERALL GATE AT FORT MC CLELLAN,
 DG3613'GO INTO FT. MC CLELLAN ON SUMMERALL RD. FOR 1.2 MILES TO A T
 DG3613'ROAD TO THE RIGHT (S), TURN RIGHT AND GO 0.9 MILES TO A Y
 DG3613'INTERSECTION TAKE THE RIGHT FORK AND GO 2.0 MILES TO A Y
 DG3613'INTERSECTION, TAKE THE RIGHT FORK AND GO 0.4 MILES TO A
 DG3613'T-ROAD RIGHT, CONTINUE STRAIGHT AHEAD ON MAIN TRAVELED ROAD 4.3
 DG3613'MILES.  FROM THIS POINT, PACK E ABOUT 100 YARDS TO THE TOP OF
 DG3613'THE RIDGE AND THE STATION.
 DG3613'
 DG3613'THE STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN
 DG3613'GOOD CONDITION.
 DG3613'
 DG3613'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 5.3 MILES NE OF
 DG3613'ANNISTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1166 ***********************************************************************
 BV1166  DESIGNATION -  CITRONELLE
 BV1166  PID         -  BV1166
 BV1166  STATE/COUNTY-  AL/MOBILE
 BV1166  USGS QUAD   -  CITRONELLE EAST (1982)
 BV1166
 BV1166                         *CURRENT SURVEY CONTROL
 BV1166  ___________________________________________________________________
 BV1166* NAD 83(1992)-  31 05 39.66695(N)    088 14 16.32056(W)     ADJUSTED  
 BV1166* NAVD 88     -       103.254  (meters)     338.76   (feet)  ADJUSTED  
 BV1166  ___________________________________________________________________
 BV1166  LAPLACE CORR-          -0.97  (seconds)                    DEFLEC99
 BV1166  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BV1166  DYNAMIC HT  -         103.123 (meters)     338.33  (feet)  COMP
 BV1166  MODELED GRAV-     979,366.8   (mgal)                       NAVD 88
 BV1166
 BV1166  HORZ ORDER  -  SECOND
 BV1166  VERT ORDER  -  FIRST     CLASS II
 BV1166
 BV1166.The horizontal coordinates were established by classical geodetic methods
 BV1166.and adjusted by the National Geodetic Survey in December 1992..
 BV1166
 BV1166.The orthometric height was determined by differential leveling
 BV1166.and adjusted by the National Geodetic Survey in June 1991..
 BV1166
 BV1166.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1166
 BV1166.The geoid height was determined by GEOID03.
 BV1166
 BV1166.The dynamic height is computed by dividing the NAVD 88
 BV1166.geopotential number by the normal gravity value computed on the
 BV1166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1166.degrees latitude (g = 980.6199 gals.).
 BV1166
 BV1166.The modeled gravity was interpolated from observed gravity values.
 BV1166
 BV1166;                    North         East     Units Scale Factor Converg.
 BV1166;SPC AL W     -   121,547.770   529,603.831   MT  0.99999444   -0 22 51.9
 BV1166;UTM  16      - 3,440,717.294   381,937.926   MT  0.99977193   -0 38 21.7
 BV1166
 BV1166!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1166!SPC AL W     -   0.99998821  x   0.99999444  =   0.99998265
 BV1166!UTM  16      -   0.99998821  x   0.99977193  =   0.99976014
 BV1166
 BV1166|---------------------------------------------------------------------|
 BV1166| PID    Reference Object                     Distance      Geod. Az  |
 BV1166|                                                           dddmmss.s |
 BV1166| CG1367 CITRONELLE RM 1                      29.860 METERS 07115     |
 BV1166| BV1452 CITRONELLE MUNICIPAL TANK           APPROX. 1.2 KM 0961242.3 |
 BV1166| BV1167 CITRONELLE RM 2                      29.381 METERS 16540     |
 BV1166| CG1366 CITRONELLE AZ MK                                   2722144.2 |
 BV1166| BV1453 USC AND GS AND ALGS                  32.187 METERS 28325     |
 BV1166|---------------------------------------------------------------------|
 BV1166
 BV1166                          SUPERSEDED SURVEY CONTROL
 BV1166
 BV1166  NAD 83(1986)-  31 05 39.68381(N)    088 14 16.32102(W) AD(       ) 2
 BV1166  NAD 27      -  31 05 39.04200(N)    088 14 16.28500(W) AD(       ) 2
 BV1166  NGVD 29 (??/??/??)  103.218  (m)          338.64   (f) ADJUSTED    1 2
 BV1166
 BV1166.Superseded values are not recommended for survey control.
 BV1166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1166.See file dsdata.txt to determine how the superseded data were derived.
 BV1166
 BV1166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8193840717(NAD 83)
 BV1166_MARKER: DS = TRIANGULATION STATION DISK
 BV1166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1166_SP_SET: CONCRETE POST
 BV1166_STAMPING: CITRONELLE 1943
 BV1166_PROJECTION: RECESSED 8 CENTIMETERS
 BV1166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1166+STABILITY: SURFACE MOTION
 BV1166
 BV1166  HISTORY     - Date     Condition        Report By
 BV1166  HISTORY     - 1943     MONUMENTED       CGS
 BV1166  HISTORY     - 1980     GOOD             NGS
 BV1166
 BV1166                          STATION DESCRIPTION
 BV1166
 BV1166'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1166'STATION IS LOCATED ON THE SE CORNER OF U.S. HIGHWAY 45 AND SCHOOL
 BV1166'STREET AND IN THE NW CORNER OF THE PUBLIC SCHOOL GROUNDS IN THE
 BV1166'CITY OF CITRONELLE, 40 FEET E OF THE N-S FENCE LINE, 33 FEET S OF
 BV1166'THE E-W FENCE LINE AND 144 FEET NW OF THE NW CORNER OF THE SCHOOL
 BV1166'BUILDING. THE DISK IS STAMPED CITRONELLE 1943.
 BV1166'
 BV1166'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1166'SET IN CONCRETE.
 BV1166'
 BV1166'REFERENCE MARK NO. 1 IS 97.96 FEET ENE OF THE STATION, 1.5 FEET
 BV1166'S OF THE E-W FENCE LINE AND 100.5 FEET N OF THE NW CORNER OF THE
 BV1166'SCHOOL BUILDING. THE DISK IS STAMPED CITRONELLE NO. 1, 1943.
 BV1166'
 BV1166'REFERENCE MARK NO.2 IS 96.40 FEET S OF THE STATION, 64 FEET E OF
 BV1166'THE N-S FENCE LINE, 101.2 FEET W OF THE NW CORNER OF THE SCHOOL
 BV1166'BUILDING. THE DISK IS STAMPED CITRONELLE NO.2, 1943.
 BV1166'
 BV1166'AZIMUTH MARK IS ABOUT 0.4 MILE W OF THE STATION, 23 FEET N OF THE
 BV1166'CENTER OF THE ROAD, 4.6 FEET S OF A N-S FENCE LINE. THE DISK IS
 BV1166'STAMPED CITRONELLE 1943.
 BV1166'
 BV1166'U.S.C. AND G.S. AND S.S. IS 105.60 FEET W OF THE STATION IN THE
 BV1166'SIDEWALK ON THE W SIDE OF U.S. HIGHWAY 45, 10.6 FEET S OF THE S
 BV1166'SIDEWALK ON SCHOOL STREET, 10 FEET S OF A U.S. MAIL BOX. THE DISK
 BV1166'IS NOT STAMPED.
 BV1166'
 BV1166'TO REACH THE AZIMUTH MARK FROM THE STATION GO W ON DIRT ROAD 0.4
 BV1166'MILE TO AZIMUTH MARK ON THE RIGHT SIDE OF THE ROAD.
 BV1166'
 BV1166'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1166
 BV1166                          STATION RECOVERY (1980)
 BV1166
 BV1166'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV1166'IN CITRONELLE.
 BV1166'IN CITRONELLE, AT THE CITRONELLE HIGH SCHOOL, AT THE JUNCTION OF
 BV1166'U.S. HIGHWAY 45 AND COUNTY ROUTE 96, IN A PAVED AREA FOR AN ABANDONED
 BV1166'BASKETBALL COURT, 43.9 METERS (144 FEET) NORTHWEST OF THE NORTHWEST
 BV1166'CORNER OF THE SCHOOL, 12.29 METERS (43.6 FEET) SOUTH OF THE SOUTH CURB
 BV1166'OF ROUTE 96, 7.32 METERS (24 FEET) EAST OF A NORTH-SOUTH CHAIN LINK
 BV1166'FENCE AROUND THE SCHOOL.
 BV1166'THE MARK IS 0.3 METERS  W FROM  WOODEN STAKE
 BV1166'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1452 ***********************************************************************
 BV1452  DESIGNATION -  CITRONELLE MUNICIPAL TANK
 BV1452  PID         -  BV1452
 BV1452  STATE/COUNTY-  AL/MOBILE
 BV1452  USGS QUAD   -  CITRONELLE EAST (1982)
 BV1452
 BV1452                         *CURRENT SURVEY CONTROL
 BV1452  ___________________________________________________________________
 BV1452* NAD 83(1992)-  31 05 35.60606(N)    088 13 32.98694(W)     ADJUSTED  
 BV1452* NAVD 88     -                                                        
 BV1452  ___________________________________________________________________
 BV1452  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 BV1452  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BV1452
 BV1452  HORZ ORDER  -  THIRD
 BV1452
 BV1452.The horizontal coordinates were established by classical geodetic methods
 BV1452.and adjusted by the National Geodetic Survey in December 1992..
 BV1452
 BV1452
 BV1452.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1452
 BV1452.The geoid height was determined by GEOID03.
 BV1452
 BV1452;                    North         East     Units Scale Factor Converg.
 BV1452;SPC AL W     -   121,415.132   530,751.443   MT  0.99999246   -0 22 29.5
 BV1452;UTM  16      - 3,440,579.515   383,084.673   MT  0.99976861   -0 37 59.3
 BV1452
 BV1452                          SUPERSEDED SURVEY CONTROL
 BV1452
 BV1452  NAD 83(1986)-  31 05 35.62323(N)    088 13 32.98812(W) AD(       ) 4
 BV1452  NAD 27      -  31 05 34.98200(N)    088 13 32.95900(W) AD(       ) 3
 BV1452
 BV1452.Superseded values are not recommended for survey control.
 BV1452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1452.See file dsdata.txt to determine how the superseded data were derived.
 BV1452
 BV1452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8308540580(NAD 83)
 BV1452_MARKER: 53 = ELEVATED TANK
 BV1452
 BV1452  HISTORY     - Date     Condition        Report By
 BV1452  HISTORY     - 1943     FIRST OBSERVED   CGS
 BV1452
 BV1452                          STATION DESCRIPTION
 BV1452
 BV1452'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1452'THIS INTERSECTION STATION IS LOCATED ON THE E SIDE OF CITRONELLE
 BV1452'ABOUT ONE BLOCK E OF THE POST OFFICE. IT IS A FOUR-LEGGED STEEL
 BV1452'TANK, PAINTED BLACK AND ABOUT 100 FEET HIGH WITH A SMALL BALL ON
 BV1452'THE TOP OF THE TANK. THE POINT OBSERVED ON WAS THE SMALL BALL ON
 BV1452'THE TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1167 ***********************************************************************
 BV1167  DESIGNATION -  CITRONELLE RM 2
 BV1167  PID         -  BV1167
 BV1167  STATE/COUNTY-  AL/MOBILE
 BV1167  USGS QUAD   -  CITRONELLE EAST (1982)
 BV1167
 BV1167                         *CURRENT SURVEY CONTROL
 BV1167  ___________________________________________________________________
 BV1167* NAD 83(1986)-  31 05 39.     (N)    088 14 17.     (W)     SCALED    
 BV1167* NAVD 88     -       103.465  (meters)     339.45   (feet)  ADJUSTED  
 BV1167  ___________________________________________________________________
 BV1167  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BV1167  DYNAMIC HT  -         103.333 (meters)     339.02  (feet)  COMP
 BV1167  MODELED GRAV-     979,366.7   (mgal)                       NAVD 88
 BV1167
 BV1167  VERT ORDER  -  FIRST     CLASS II
 BV1167
 BV1167.The horizontal coordinates were scaled from a topographic map and have
 BV1167.an estimated accuracy of +/- 6 seconds.
 BV1167
 BV1167.The orthometric height was determined by differential leveling
 BV1167.and adjusted by the National Geodetic Survey in June 1991..
 BV1167
 BV1167.The geoid height was determined by GEOID03.
 BV1167
 BV1167.The dynamic height is computed by dividing the NAVD 88
 BV1167.geopotential number by the normal gravity value computed on the
 BV1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1167.degrees latitude (g = 980.6199 gals.).
 BV1167
 BV1167.The modeled gravity was interpolated from observed gravity values.
 BV1167
 BV1167;                    North         East    Units  Estimated Accuracy
 BV1167;SPC AL W     -   121,530.      529,590.      MT  (+/- 180 meters Scaled)
 BV1167
 BV1167                          SUPERSEDED SURVEY CONTROL
 BV1167
 BV1167  NGVD 29 (??/??/??)  103.429  (m)          339.33   (f) ADJUSTED    1 2
 BV1167
 BV1167.Superseded values are not recommended for survey control.
 BV1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1167.See file dsdata.txt to determine how the superseded data were derived.
 BV1167
 BV1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV819406(NAD 83)
 BV1167_MARKER: DR = REFERENCE MARK DISK
 BV1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1167_SP_SET: CONCRETE POST
 BV1167_STAMPING: CITRONELLE NO 2 1943
 BV1167_PROJECTION: FLUSH
 BV1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1167+STABILITY: SURFACE MOTION
 BV1167
 BV1167  HISTORY     - Date     Condition        Report By
 BV1167  HISTORY     - 1943     MONUMENTED       CGS
 BV1167  HISTORY     - 1980     GOOD             NGS
 BV1167
 BV1167                          STATION DESCRIPTION
 BV1167
 BV1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1167'IN CITRONELLE.
 BV1167'IN CITRONELLE, AT THE CITRONELLE HIGH SCHOOL, AT THE JUNCTION OF U.S.
 BV1167'HIGHWAY 45 AND COUNTY ROUTE 96, IN A PAVED AREA FOR AN ABANDONED
 BV1167'BASKETBALL COURT, 30.8 METERS (102 FEET) WEST-SOUTHWEST OF THE
 BV1167'NORTHWEST CORNER OF THE SCHOOL, 41.76 METERS (137 FEET) SOUTH OF THE
 BV1167'SOUTH CURB OF COUNTY ROUTE 96, 14.72 METERS (48.3 FEET) EAST OF A
 BV1167'NORTH-SOUTH CHAIN LINK FENCE AROUND THE SCHOOL, 29.4 METERS (96.4
 BV1167'FEET) SOUTH OF THE STATION MARK.
 BV1167'THE MARK IS 0.3 METERS  E FROM  WOODEN STAKE
 BV1167'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0048 ***********************************************************************
 BH0048  DESIGNATION -  CITY BM
 BH0048  PID         -  BH0048
 BH0048  STATE/COUNTY-  AL/MOBILE
 BH0048  USGS QUAD   -  MOBILE (1982)
 BH0048
 BH0048                         *CURRENT SURVEY CONTROL
 BH0048  ___________________________________________________________________
 BH0048* NAD 83(1986)-  30 41 24.     (N)    088 02 27.     (W)     SCALED    
 BH0048* NAVD 88     -         4.283  (meters)      14.05   (feet)  POSTED    
 BH0048  ___________________________________________________________________
 BH0048  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH0048  DYNAMIC HT  -           4.280 (meters)      14.04  (feet)  COMP
 BH0048  MODELED GRAV-     979,342.9   (mgal)                       NAVD 88
 BH0048
 BH0048  VERT ORDER  -  * POSTED, Code E , SEE BELOW
 BH0048
 BH0048.The horizontal coordinates were scaled from a topographic map and have
 BH0048.an estimated accuracy of +/- 6 seconds.
 BH0048
 BH0048.The orthometric height was determined by differential leveling
 BH0048.and adjusted by the National Geodetic Survey in 1992..
 BH0048.* This is a POSTED BENCH MARK height.  Code E indicates a distribution
 BH0048.rate of 4.1 thru 8.0 mm/km.
 BH0048
 BH0048.The geoid height was determined by GEOID03.
 BH0048
 BH0048.The dynamic height is computed by dividing the NAVD 88
 BH0048.geopotential number by the normal gravity value computed on the
 BH0048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0048.degrees latitude (g = 980.6199 gals.).
 BH0048
 BH0048.The modeled gravity was interpolated from observed gravity values.
 BH0048
 BH0048;                    North         East    Units  Estimated Accuracy
 BH0048;SPC AL W     -    76,610.      548,190.      MT  (+/- 180 meters Scaled)
 BH0048
 BH0048                          SUPERSEDED SURVEY CONTROL
 BH0048
 BH0048  NGVD 29 (??/??/??)    4.308  (m)           14.13   (f) ADJUSTED    2 0
 BH0048
 BH0048.Superseded values are not recommended for survey control.
 BH0048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0048.See file dsdata.txt to determine how the superseded data were derived.
 BH0048
 BH0048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU003957(NAD 83)
 BH0048_MARKER: Z = SEE DESCRIPTION
 BH0048_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0048_SP_SET: FIRE HYDRANT
 BH0048_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0048
 BH0048  HISTORY     - Date     Condition        Report By
 BH0048  HISTORY     - UNK      MONUMENTED       CGS
 BH0048  HISTORY     - 1949     MARK NOT FOUND   LOCENG
 BH0048
 BH0048                          STATION DESCRIPTION
 BH0048
 BH0048'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1949
 BH0048'IN MOBILE.
 BH0048'AT MOBILE, MOBILE COUNTY, AT THE SOUTHEAST CORNER OF GOVERNMENT AND
 BH0048'ST. EMANUEL STREETS, AND IN THE SIDE OF A FIRE HYDRANT.  THE TOP OF
 BH0048'THE NUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0620 ***********************************************************************
 CN0620  DESIGNATION -  CITY OF MONTGOMERY
 CN0620  PID         -  CN0620
 CN0620  STATE/COUNTY-  AL/MONTGOMERY
 CN0620  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0620
 CN0620                         *CURRENT SURVEY CONTROL
 CN0620  ___________________________________________________________________
 CN0620* NAD 83(1986)-  32 22 22.     (N)    086 20 08.     (W)     SCALED    
 CN0620* NAVD 88     -        54.259  (meters)     178.01   (feet)  ADJUSTED  
 CN0620  ___________________________________________________________________
 CN0620  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CN0620  DYNAMIC HT  -          54.197 (meters)     177.81  (feet)  COMP
 CN0620  MODELED GRAV-     979,498.4   (mgal)                       NAVD 88
 CN0620
 CN0620  VERT ORDER  -  SECOND    CLASS 0
 CN0620
 CN0620.The horizontal coordinates were scaled from a topographic map and have
 CN0620.an estimated accuracy of +/- 6 seconds.
 CN0620
 CN0620.The orthometric height was determined by differential leveling
 CN0620.and adjusted by the National Geodetic Survey in June 1991..
 CN0620
 CN0620.The geoid height was determined by GEOID03.
 CN0620
 CN0620.The dynamic height is computed by dividing the NAVD 88
 CN0620.geopotential number by the normal gravity value computed on the
 CN0620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0620.degrees latitude (g = 980.6199 gals.).
 CN0620
 CN0620.The modeled gravity was interpolated from observed gravity values.
 CN0620
 CN0620;                    North         East    Units  Estimated Accuracy
 CN0620;SPC AL E     -   207,750.      152,740.      MT  (+/- 180 meters Scaled)
 CN0620
 CN0620                          SUPERSEDED SURVEY CONTROL
 CN0620
 CN0620  NGVD 29 (??/??/92)   54.23   (m)          177.9    (f) COMPUTED    2 0
 CN0620
 CN0620.Superseded values are not recommended for survey control.
 CN0620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0620.See file dsdata.txt to determine how the superseded data were derived.
 CN0620
 CN0620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA625819(NAD 83)
 CN0620_MARKER: DB = BENCH MARK DISK
 CN0620_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0620_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0620_STAMPING: CITY OF MONTGOMERY 1933
 CN0620_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0620+STABILITY: SURFACE MOTION
 CN0620
 CN0620  HISTORY     - Date     Condition        Report By
 CN0620  HISTORY     - 1933     MONUMENTED       CGS
 CN0620  HISTORY     - 1934     GOOD             NGS
 CN0620  HISTORY     - 1945     GOOD             NGS
 CN0620
 CN0620                          STATION DESCRIPTION
 CN0620
 CN0620'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CN0620'1.5 MI W FROM MONTGOMERY.
 CN0620'CITY OF MONTGOMERY 1933 IS LOCATED 1.5 MILES WEST OF THE UNION
 CN0620'STATION.  29.5 FT. NORTH OF NORTH RAIL OF THE M. AND O. TRACK.  25 FT.
 CN0620'EAST OF CENTERLINE OF MAY STREET.  BRONZE TABLET SET IN THE TOP OF A
 CN0620'14 IN. SQUARE CONCRETE POST.
 CN0620
 CN0620                          STATION RECOVERY (1945)
 CN0620
 CN0620'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1945
 CN0620'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3110 ***********************************************************************
 CN3110  DESIGNATION -  CLANPORT
 CN3110  PID         -  CN3110
 CN3110  STATE/COUNTY-  AL/CHILTON
 CN3110  USGS QUAD   -  CLANTON EAST (1983)
 CN3110
 CN3110                         *CURRENT SURVEY CONTROL
 CN3110  ___________________________________________________________________
 CN3110* NAD 83(1992)-  32 51 01.01536(N)    086 36 38.59887(W)     ADJUSTED  
 CN3110* NAVD 88     -       174.1    (meters)     571.     (feet)  VERTCON   
 CN3110  ___________________________________________________________________
 CN3110  X           -     317,095.018 (meters)                     COMP
 CN3110  Y           -  -5,354,240.464 (meters)                     COMP
 CN3110  Z           -   3,440,100.209 (meters)                     COMP
 CN3110  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 CN3110  ELLIP HEIGHT-         145.29  (meters)          (07/29/02) GPS OBS
 CN3110  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CN3110
 CN3110  HORZ ORDER  -  FIRST
 CN3110  ELLP ORDER  -  FOURTH    CLASS I
 CN3110
 CN3110.This mark is at Gragg-Wade Field Airport (02A)
 CN3110
 CN3110.The horizontal coordinates were established by GPS observations
 CN3110.and adjusted by the National Geodetic Survey in December 1992..
 CN3110
 CN3110.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3110.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3110
 CN3110.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3110
 CN3110.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3110
 CN3110.The ellipsoidal height was determined by GPS observations
 CN3110.and is referenced to NAD 83.
 CN3110
 CN3110.The geoid height was determined by GEOID03.
 CN3110
 CN3110;                    North         East     Units Scale Factor Converg.
 CN3110;SPC AL W     -   316,359.819   683,241.810   MT  1.00001874   +0 28 56.7
 CN3110;UTM  16      - 3,634,756.521   536,426.147   MT  0.99961636   +0 12 40.2
 CN3110
 CN3110!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3110!SPC AL W     -   0.99997719  x   1.00001874  =   0.99999593
 CN3110!UTM  16      -   0.99997719  x   0.99961636  =   0.99959356
 CN3110
 CN3110:                Primary Azimuth Mark                     Grid Az
 CN3110:SPC AL W     -  CLANPORT AZ MK                           258 41 24.0
 CN3110:UTM  16      -  CLANPORT AZ MK                           258 57 40.5
 CN3110
 CN3110|---------------------------------------------------------------------|
 CN3110| PID    Reference Object                     Distance      Geod. Az  |
 CN3110|                                                           dddmmss.s |
 CN3110| CN3113 CLANPORT AZ MK                      APPROX. 0.7 KM 2591020.7 |
 CN3110|---------------------------------------------------------------------|
 CN3110
 CN3110                          SUPERSEDED SURVEY CONTROL
 CN3110
 CN3110  ELLIP H (12/04/92)  145.33   (m)                       GP(       ) 4 1
 CN3110  NAD 83(1986)-  32 51 01.02340(N)    086 36 38.60397(W) AD(       ) 1
 CN3110  NAD 83(1986)-  32 51 01.01739(N)    086 36 38.59369(W) AD(       ) 3
 CN3110  NAD 27      -  32 51 00.56900(N)    086 36 38.65797(W) AD(       ) 3
 CN3110  NGVD 29 (12/04/92)  174.0    (m)          571.     (f) GPS OBS        
 CN3110
 CN3110.Superseded values are not recommended for survey control.
 CN3110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3110.See file dsdata.txt to determine how the superseded data were derived.
 CN3110
 CN3110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3642634757(NAD 83)
 CN3110_MARKER: DH = HORIZONTAL CONTROL DISK
 CN3110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3110_SP_SET: CONCRETE POST
 CN3110_STAMPING: CLANPORT 1986
 CN3110_MARK LOGO: CGS   
 CN3110_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN3110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3110+STABILITY: SURFACE MOTION
 CN3110_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3110+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 CN3110
 CN3110  HISTORY     - Date     Condition        Report By
 CN3110  HISTORY     - 1986     MONUMENTED       NGS
 CN3110  HISTORY     - 19870613 GOOD
 CN3110  HISTORY     - 19891005 GOOD             ALHD
 CN3110  HISTORY     - 19900712 GOOD
 CN3110
 CN3110                          STATION DESCRIPTION
 CN3110
 CN3110'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CN3110'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) EAST OF CLANTON AT THE
 CN3110'CLANTON GRAGG WADE FIELD NORTH OF THE TERMINAL BUILDING AND WEST OF
 CN3110'APRON.  OWNERSHIP--PUBLIC/CHILTON COUNTY, P.O. BOX 270, CLANTON, AL.
 CN3110'35045, TELEPHONE 205-755-1311.  MANAGER - CHARLES WADE 111, P.O. BOX
 CN3110'109, CLANTON, AL., TELEPHONE 205-755-0585.
 CN3110'TO REACH THE STATION FROM THE JUNCTION OF I-65 (EXIT 212) AND STATE
 CN3110'HIGHWAY 145 IN CLANTON, GO SOUTH ON HIGHWAY 145 FOR 4.7 KM (2.9 MI)
 CN3110'TO A PAVED ROAD LEFT, AIRPORT RD.  TURN LEFT, EAST ON AIRPORT RD FOR
 CN3110'1.3 KM (0.85 MI)TO A PAVED DRIVE LEFT, AIRPORT ENTRANCE.  TURN LEFT
 CN3110'NORTH FOR 0.1 KM (0.05 MI) TO A GATE STRAIGHT AHEAD, A PARKING AREA
 CN3110'AND TERMINAL BUILDING LEFT.  CONTINUE NORTH PAST GATE AND ACROSS
 CN3110'APRON FOR 0.1 KM (0.05 MI) TO STATION ON LEFT ON WEST SIDE OF APRON
 CN3110'AND SOUTH OF RUNWAY.
 CN3110'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 71.0 METERS
 CN3110'(233 FT) NORTH FROM NORTHWEST CORNER OF TERMINAL BUILDING, 37.4
 CN3110'METERS (123 FT) NORTH FROM EDGE OF APRON, 35.5 METERS (116.5 FT)
 CN3110'SOUTH FROM CENTER OF THE RUNWAY AND 26.5 METERS (87 FT) WEST FROM
 CN3110'EDGE OF THE APRON.  THE UNDERGROUND MARK IS SET 1 METER BELOW
 CN3110'THE GROUND.
 CN3110'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 CN3110
 CN3110                          STATION RECOVERY (1987)
 CN3110
 CN3110'RECOVERED 1987
 CN3110'RECOVERED IN GOOD CONDITION.
 CN3110
 CN3110                          STATION RECOVERY (1989)
 CN3110
 CN3110'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 CN3110'THE STATION IS LOCATED IN CHILTON COUNTY ON THE CHILTON COUNTY AIRPORT
 CN3110'IN CLANTON.
 CN3110'TO REACH THE STATION FROM EXIT 208 ON I - 65, DRIVE WEST ON CHILTON
 CN3110'COUNTY ROAD NO. 28, 0.50 MI (0.80 KM) TO A PAVED CROSS ROAD, TURN
 CN3110'RIGHT ON THE PAVED ROAD AND DRIVE NORTH 0.35 MI (0.56 KM) TO A PAVED
 CN3110'ROAD LEFT AND RIGHT, TURN LEFT ON THE PAVED ROAD AND DRIVE WEST 0.50
 CN3110'MI (0.80 KM) TO THE DRIVEWAY TO THE AIRPORT ON THE RIGHT, TURN RIGHT
 CN3110'AND DRIVE NORTH 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH THE GATE
 CN3110'AND CONTINUE NORTH ACROSS THE PARKING APRON 0.05 MI (0.08 KM) TO THE
 CN3110'STATION ON THE LEFT.
 CN3110'THE STATION IS 87.0 FT (26.5 M) WEST OF THE EDGE OF THE PARKING
 CN3110'APRON, 116.5 FT (35.5 M) SOUTH OF THE CENTER OF THE RUNWAY, 123.0 FT
 CN3110'(37.5 M) NORTH OF THE EDGE OF THE APRON, 233.0 FT (71.0 M) NORTH OF
 CN3110'THE NORTHWEST EDGE OF THE TERMINAL BUILDING AND SET FLUSH WITH THE
 CN3110'GROUND.
 CN3110'BEFORE USING THIS STATION, PLEASE NOTIFY
 CN3110'MR. CHARLES WADE, AIRPORT MANAGER
 CN3110'P. O. BOX 109
 CN3110'CLANTON, ALABAMA 35045
 CN3110'PHONE 205 - 755 - 1311
 CN3110'STATION CLANPORT AZIMUTH 1986 MAY BE USED AS AN AZIMUTH FOR THIS
 CN3110'STATION.
 CN3110
 CN3110                          STATION RECOVERY (1990)
 CN3110
 CN3110'RECOVERED 1990
 CN3110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3113 ***********************************************************************
 CN3113  DESIGNATION -  CLANPORT AZ MK
 CN3113  PID         -  CN3113
 CN3113  STATE/COUNTY-  AL/CHILTON
 CN3113  USGS QUAD   -  CLANTON EAST (1983)
 CN3113
 CN3113                         *CURRENT SURVEY CONTROL
 CN3113  ___________________________________________________________________
 CN3113* NAD 83(1992)-  32 50 56.98353(N)    086 37 03.56856(W)     ADJUSTED  
 CN3113* NAVD 88     -       177.6    (meters)     583.     (feet)  VERTCON   
 CN3113  ___________________________________________________________________
 CN3113  X           -     316,451.002 (meters)                     COMP
 CN3113  Y           -  -5,354,349.046 (meters)                     COMP
 CN3113  Z           -   3,439,997.788 (meters)                     COMP
 CN3113  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CN3113  ELLIP HEIGHT-         148.84  (meters)          (07/29/02) GPS OBS
 CN3113  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CN3113
 CN3113  HORZ ORDER  -  FIRST
 CN3113  ELLP ORDER  -  FOURTH    CLASS I
 CN3113
 CN3113.This mark is at Gragg-Wade Field Airport (02A)
 CN3113
 CN3113.The horizontal coordinates were established by GPS observations
 CN3113.and adjusted by the National Geodetic Survey in December 1992..
 CN3113
 CN3113.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3113.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3113
 CN3113.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3113
 CN3113.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3113
 CN3113.The ellipsoidal height was determined by GPS observations
 CN3113.and is referenced to NAD 83.
 CN3113
 CN3113.The geoid height was determined by GEOID03.
 CN3113
 CN3113;                    North         East     Units Scale Factor Converg.
 CN3113;SPC AL W     -   316,230.171   682,593.572   MT  1.00001742   +0 28 43.1
 CN3113;UTM  16      - 3,634,629.994   535,777.564   MT  0.99961578   +0 12 26.6
 CN3113
 CN3113!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3113!SPC AL W     -   0.99997663  x   1.00001742  =   0.99999405
 CN3113!UTM  16      -   0.99997663  x   0.99961578  =   0.99959242
 CN3113
 CN3113:                Primary Azimuth Mark                     Grid Az
 CN3113:SPC AL W     -  CLANPORT                                 078 41 24.1
 CN3113:UTM  16      -  CLANPORT                                 078 57 40.6
 CN3113
 CN3113|---------------------------------------------------------------------|
 CN3113| PID    Reference Object                     Distance      Geod. Az  |
 CN3113|                                                           dddmmss.s |
 CN3113| CN3110 CLANPORT                            APPROX. 0.7 KM 0791007.2 |
 CN3113|---------------------------------------------------------------------|
 CN3113
 CN3113                          SUPERSEDED SURVEY CONTROL
 CN3113
 CN3113  ELLIP H (12/04/92)  148.88   (m)                       GP(       ) 4 1
 CN3113  NAD 83(1986)-  32 50 56.99152(N)    086 37 03.57369(W) AD(       ) 1
 CN3113  NAD 83(1986)-  32 50 56.98547(N)    086 37 03.56320(W) AD(       ) 3
 CN3113  NAD 27      -  32 50 56.53711(N)    086 37 03.62673(W) AD(       ) 3
 CN3113  NGVD 29 (12/04/92)  177.6    (m)          583.     (f) GPS OBS        
 CN3113
 CN3113.Superseded values are not recommended for survey control.
 CN3113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3113.See file dsdata.txt to determine how the superseded data were derived.
 CN3113
 CN3113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3577834630(NAD 83)
 CN3113_MARKER: DZ = AZIMUTH MARK DISK
 CN3113_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3113_SP_SET: CONCRETE POST
 CN3113_STAMPING: CLANPORT 1986
 CN3113_MARK LOGO: CGS   
 CN3113_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN3113_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3113+STABILITY: SURFACE MOTION
 CN3113_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3113+SATELLITE: SATELLITE OBSERVATIONS - July 12, 1990
 CN3113
 CN3113  HISTORY     - Date     Condition        Report By
 CN3113  HISTORY     - 1986     MONUMENTED       NGS
 CN3113  HISTORY     - 19870608 GOOD
 CN3113  HISTORY     - 19891005 GOOD             ALHD
 CN3113  HISTORY     - 19900712 GOOD
 CN3113
 CN3113                          STATION DESCRIPTION
 CN3113
 CN3113'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 CN3113'THE STATION IS LOCATED ABOUT 2.6 KM (1.6 MI) EAST OF CLANTON AT THE
 CN3113'CLANTON GRAGG-WADE FIELD AND NEAR THE END OF RUNWAY 8.  OWNERSHIP--
 CN3113'PUBLIC/CHILTON COUNTY, P.O. BOX 270, CLANTON, AL. 35045, TELEPHONE
 CN3113'205-755-1311.  MANAGER - CHARLES WADE 111, P.O. BOX 109, CLANTON, AL.
 CN3113'TELEPHONE 205-755-0585.
 CN3113'TO REACH THE STATION FROM THE JUNCTION OF I-65 (EXIT 212) AND STATE
 CN3113'HIGHWAY 145 IN CLANTON, GO SOUTH ON HIGHWAY 145 FOR 4.7 KM (2.9 MI)
 CN3113'TO A PAVED ROAD LEFT.  TURN LEFT, EAST ON AIRPORT RD FOR 1.3 KM
 CN3113'(0.85 MI) TO A PAVED DRIVE LEFT, AIRPORT ENTRANCE.  TURN LEFT NORTH
 CN3113'FOR 0.1 KM (0.05 MI) TO A GATE STRAIGHT AHEAD, A PARKING AREA AND
 CN3113'TERMINAL BUILDING LEFT.  CONTINUE NORTH PAST GATE AND ACROSS APRON
 CN3113'FOR 0.1 KM (0.05 MI) TO STATION CLANPORT ON LEFT.  TURN LEFT WEST
 CN3113'ON RUNWAY JUST PAST STATION CLANPORT FOR 0.7 KM (0.45 MI) TO STATION
 CN3113'ON LEFT NEAR THE END OF RUNWAY 8.
 CN3113'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 28.3 METERS
 CN3113'(93 FT) SOUTH FROM THE CENTER OF THE END OF RUNWAY 8, 27.1 METERS
 CN3113'(89 FT) NORTH FROM A CHAIN LINK FENCE, 15.2 METERS (50 FT) EAST
 CN3113'FROM THE SOUTHERN MOST OF 1 OF 4 RUNWAY APROACH LIGHTS.  THE
 CN3113'UNDERGROUND MARK IS SET 1 METER BELOW THE GROUND.
 CN3113'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 CN3113
 CN3113                          STATION RECOVERY (1987)
 CN3113
 CN3113'RECOVERED 1987
 CN3113'RECOVERED IN GOOD CONDITION.
 CN3113
 CN3113                          STATION RECOVERY (1989)
 CN3113
 CN3113'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 CN3113'THE STATION IS LOCATED IN CHILTON COUNTY ON THE CHILTON COUNTY AIRPORT
 CN3113'IN CLANTON.
 CN3113'TO REACH THE STATION FROM EXIT 208 ON I - 65, DRIVE WEST ON CHILTON
 CN3113'COUNTY ROAD NO. 28, 0.50 MI (0.80 KM) TO A PAVED CROSS ROAD, TURN
 CN3113'RIGHT ON THE PAVED ROAD AND DRIVE NORTH 0.35 MI (0.56 KM) TO A PAVED
 CN3113'ROAD LEFT AND RIGHT, TURN LEFT ON THE PAVED ROAD AND DRIVE WEST 0.50
 CN3113'MI (0.80 KM) TO THE DRIVEWAY TO THE AIRPORT ON THE RIGHT, TURN RIGHT
 CN3113'AND DRIVE NORTH 0.05 MI (0.08 KM) TO A GATE, PASS THROUGH THE GATE
 CN3113'AND CONTINUE NORTH ACROSS THE PARKING APRON 0.05 MI (0.08 KM) TO THE
 CN3113'RUNWAY, TURN LEFT ON THE RUNWAY AND DRIVE WEST 0.45 MI (0.72 KM) TO
 CN3113'THE STATION ON THE LEFT NEAR THE END OF THE RUNWAY.
 CN3113'THE STATION IS 50.0 FT (15.2 M) EAST OF THE SOUTHERN ONE OF FOUR
 CN3113'RUNWAY APPROACH LIGHTS, 89.0 FT (27.1 M) NORTH OF A CHAIN LINK FENCE,
 CN3113'93.0 FT (28.3 M) SOUTH OF THE CENTER OF THE END OF THE RUNWAY, AND
 CN3113'SET FLUSH WITH THE GROUND.
 CN3113'BEFORE USING THIS STATION, PLEASE NOTIFY
 CN3113'MR. CHARLES WADE, AIRPORT MANAGER
 CN3113'P. O. BOX 109
 CN3113'CLANTON, ALABAMA 35045
 CN3113'PHONE 205 - 755 - 1311
 CN3113'STATION CLANPORT 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3113
 CN3113                          STATION RECOVERY (1990)
 CN3113
 CN3113'RECOVERED 1990
 CN3113'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3238 ***********************************************************************
 CN3238  DESIGNATION -  CLANTON AZ MK
 CN3238  PID         -  CN3238
 CN3238  STATE/COUNTY-  AL/CHILTON
 CN3238  USGS QUAD   -  CLANTON WEST (1972)
 CN3238
 CN3238                         *CURRENT SURVEY CONTROL
 CN3238  ___________________________________________________________________
 CN3238* NAD 83(1992)-  32 50 11.66878(N)    086 39 35.74062(W)     ADJUSTED  
 CN3238* NAVD 88     -       198.     (meters)     650.     (feet)  SCALED    
 CN3238  ___________________________________________________________________
 CN3238  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CN3238  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN3238
 CN3238  HORZ ORDER  -  THIRD
 CN3238
 CN3238.The horizontal coordinates were established by classical geodetic methods
 CN3238.and adjusted by the National Geodetic Survey in December 1992..
 CN3238.No horizontal observational check was made to the station.
 CN3238
 CN3238.The orthometric height was scaled from a topographic map.
 CN3238
 CN3238.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3238
 CN3238.The geoid height was determined by GEOID03.
 CN3238
 CN3238;                    North         East     Units Scale Factor Converg.
 CN3238;SPC AL W     -   314,801.971   678,647.775   MT  1.00000958   +0 27 20.0
 CN3238;UTM  16      - 3,633,221.049   531,826.629   MT  0.99961249   +0 11 03.9
 CN3238
 CN3238!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3238!SPC AL W     -   0.99997348  x   1.00000958  =   0.99998306
 CN3238!UTM  16      -   0.99997348  x   0.99961249  =   0.99958598
 CN3238
 CN3238                          SUPERSEDED SURVEY CONTROL
 CN3238
 CN3238  NAD 83(1986)-  32 50 11.67734(N)    086 39 35.74529(W) AD(       ) 3
 CN3238
 CN3238.Superseded values are not recommended for survey control.
 CN3238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3238.See file dsdata.txt to determine how the superseded data were derived.
 CN3238
 CN3238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3182733221(NAD 83)
 CN3238_MARKER: DZ = AZIMUTH MARK DISK
 CN3238_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3238_STAMPING: CLANTON 1971
 CN3238_MARK LOGO: NGS   
 CN3238_PROJECTION: FLUSH
 CN3238_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CN3238_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3238+STABILITY: SURFACE MOTION
 CN3238
 CN3238  HISTORY     - Date     Condition        Report By
 CN3238  HISTORY     - 1971     MONUMENTED       NGS
 CN3238  HISTORY     - 19850101 GOOD             NGS
 CN3238
 CN3238                          STATION DESCRIPTION
 CN3238
 CN3238'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 CN3238'THE MARK IS LOCATED ABOUT 1.7 MI (2.74 KM) WEST OF CLANTON, 2.3 MI
 CN3238'(3.70 KM) EAST OF THE JUNCTION OF STATE HIGHWAY 22 AND COUNTY ROUTE 37
 CN3238'ON THE NORTH RIGHT-OF-WAY OF HIGHWAY 22.  TO REACH FROM THE JUNCTION
 CN3238'OF US HIGHWAY 31 AND STATE HIGHWAY 22 IN CLANTON, GO WEST ON STATE
 CN3238'HIGHWAY 22 FOR 1.7 MI (2.74 KM) TO RUTH STREET AND MARK ON THE RIGHT.
 CN3238'AZIMUTH MARK IS A STANDARD DISK, STAMPED CLANTON 1971, SET IN THE TOP
 CN3238'OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 496.35 M
 CN3238'(1628.44 FT) EAST NORTHEAST OF STATION CLANTON 1971 1985, 23.16 M
 CN3238'(75.98 FT) SOUTH OF THE SOUTHWEST CORNER OF A BRICK HOUSE 10.06 M
 CN3238'(33.01 FT) NORTH OF THE CENTER OF HIGHWAY 22, 5.49 M (18.01 FT) EAST
 CN3238'OF THE CENTER OF RUTH STREET AND 1.68 M (5.51 FT) SOUTH OF A FIRE
 CN3238'HYDRANT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2959 ***********************************************************************
 CN2959  DESIGNATION -  CLANTON E MUN TANK
 CN2959  PID         -  CN2959
 CN2959  STATE/COUNTY-  AL/CHILTON
 CN2959  USGS QUAD   -  CLANTON EAST (1983)
 CN2959
 CN2959                         *CURRENT SURVEY CONTROL
 CN2959  ___________________________________________________________________
 CN2959* NAD 83(1992)-  32 51 18.10071(N)    086 36 28.26698(W)     ADJUSTED  
 CN2959* NAVD 88     -                                                        
 CN2959  ___________________________________________________________________
 CN2959  LAPLACE CORR-          -0.23  (seconds)                    DEFLEC99
 CN2959  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CN2959
 CN2959  HORZ ORDER  -  THIRD
 CN2959
 CN2959.The horizontal coordinates were established by classical geodetic methods
 CN2959.and adjusted by the National Geodetic Survey in December 1992..
 CN2959
 CN2959
 CN2959.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2959
 CN2959.The geoid height was determined by GEOID03.
 CN2959
 CN2959;                    North         East     Units Scale Factor Converg.
 CN2959;SPC AL W     -   316,888.409   683,506.019   MT  1.00001929   +0 29 02.5
 CN2959;SPC AL E     -   261,383.854   127,502.590   MT  1.00002478   -0 25 12.7
 CN2959;UTM  16      - 3,635,283.641   536,692.749   MT  0.99961660   +0 12 45.9
 CN2959
 CN2959                          SUPERSEDED SURVEY CONTROL
 CN2959
 CN2959  NAD 83(1986)-  32 51 18.10903(N)    086 36 28.27215(W) AD(       ) 4
 CN2959  NAD 27      -  32 51 17.65531(N)    086 36 28.34132(W) AD(       ) 3
 CN2959
 CN2959.Superseded values are not recommended for survey control.
 CN2959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2959.See file dsdata.txt to determine how the superseded data were derived.
 CN2959
 CN2959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3669335284(NAD 83)
 CN2959_MARKER: 51 = TANK
 CN2959
 CN2959  HISTORY     - Date     Condition        Report By
 CN2959  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN2959
 CN2959                          STATION DESCRIPTION
 CN2959
 CN2959'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2959'THE CLANTON EAST MUNICIPAL WATER TANK IS LOCATED JUST NORTH OF THE
 CN2959'CLANTON AIRPORT.
 CN2959'
 CN2959'IT IS A FOUR-LEGGED STEEL STRUCTURE WITH AN ELLIPTICAL TOP, PAINTED
 CN2959'RED AND WHITE CHECKERED, ABOUT 140 FEET HIGH, WITH A RED LIGHT AT
 CN2959'THE APEX.
 CN2959'
 CN2959'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2967 ***********************************************************************
 CN2967  DESIGNATION -  CLANTON N MUN TANK
 CN2967  PID         -  CN2967
 CN2967  STATE/COUNTY-  AL/CHILTON
 CN2967  USGS QUAD   -  CLANTON WEST (1972)
 CN2967
 CN2967                         *CURRENT SURVEY CONTROL
 CN2967  ___________________________________________________________________
 CN2967* NAD 83(1992)-  32 50 37.86340(N)    086 37 57.35849(W)     ADJUSTED  
 CN2967* NAVD 88     -                                                        
 CN2967  ___________________________________________________________________
 CN2967  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CN2967  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CN2967
 CN2967  HORZ ORDER  -  THIRD
 CN2967
 CN2967.The horizontal coordinates were established by classical geodetic methods
 CN2967.and adjusted by the National Geodetic Survey in December 1992..
 CN2967
 CN2967
 CN2967.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2967
 CN2967.The geoid height was determined by GEOID03.
 CN2967
 CN2967;                    North         East     Units Scale Factor Converg.
 CN2967;SPC AL W     -   315,629.581   681,199.719   MT  1.00001460   +0 28 13.7
 CN2967;SPC AL E     -   260,161.562   125,176.691   MT  1.00002901   -0 26 00.6
 CN2967;UTM  16      - 3,634,036.247   534,381.443   MT  0.99961458   +0 11 57.3
 CN2967
 CN2967                          SUPERSEDED SURVEY CONTROL
 CN2967
 CN2967  NAD 83(1986)-  32 50 37.87189(N)    086 37 57.36311(W) AD(       ) 4
 CN2967  NAD 27      -  32 50 37.41813(N)    086 37 57.42835(W) AD(       ) 3
 CN2967
 CN2967.Superseded values are not recommended for survey control.
 CN2967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2967.See file dsdata.txt to determine how the superseded data were derived.
 CN2967
 CN2967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3438134036(NAD 83)
 CN2967_MARKER: 53 = ELEVATED TANK
 CN2967
 CN2967  HISTORY     - Date     Condition        Report By
 CN2967  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN2967
 CN2967                          STATION DESCRIPTION
 CN2967
 CN2967'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2967'THE CLANTON MUNICIPAL WATER TANK IS LOCATED IN THE NORTH SECTION OF
 CN2967'TOWN.
 CN2967'
 CN2967'TO REACH THE TANK FROM THE CLANTON POST OFFICE, GO WEST ON THE PAVED
 CN2967'STREET FOR 0.05 MILE TO ITS JUNCTION WITH U.S. HIGHWAY 31.  TURN
 CN2967'RIGHT AND GO NORTH ON HIGHWAY 31 FOR 0.2 MILE TO ITS JUNCTION WITH
 CN2967'STATE HIGHWAY 22.  CONTINUE NORTH ON HIGHWAY 31 FOR 0.15 MILE TO
 CN2967'A CROSS STREET.  TURN RIGHT ON GLENVIEW AVENUE AND GO EAST FOR
 CN2967'0.05 MILE TO THE TANK ON THE LEFT.
 CN2967'
 CN2967'IT IS A FOUR-LEGGED STEEL STRUCTURE, PAINTED SILVER, WITH AN
 CN2967'ELLIPTICAL TOP, AND IS 90 FEET HIGH.
 CN2967'
 CN2967'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2963 ***********************************************************************
 CN2963  DESIGNATION -  CLANTON RADIO STA WKLF MAST
 CN2963  PID         -  CN2963
 CN2963  STATE/COUNTY-  AL/CHILTON
 CN2963  USGS QUAD   -  CLANTON WEST (1972)
 CN2963
 CN2963                         *CURRENT SURVEY CONTROL
 CN2963  ___________________________________________________________________
 CN2963* NAD 83(1992)-  32 49 55.81257(N)    086 41 35.75362(W)     ADJUSTED  
 CN2963* NAVD 88     -                                                        
 CN2963  ___________________________________________________________________
 CN2963  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 CN2963  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN2963
 CN2963  HORZ ORDER  -  THIRD
 CN2963
 CN2963.The horizontal coordinates were established by classical geodetic methods
 CN2963.and adjusted by the National Geodetic Survey in December 1992..
 CN2963
 CN2963
 CN2963.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2963
 CN2963.The geoid height was determined by GEOID03.
 CN2963
 CN2963;                    North         East     Units Scale Factor Converg.
 CN2963;SPC AL W     -   314,289.194   675,530.403   MT  1.00000365   +0 26 14.7
 CN2963;UTM  16      - 3,632,723.226   528,708.099   MT  0.99961016   +0 09 58.7
 CN2963
 CN2963                          SUPERSEDED SURVEY CONTROL
 CN2963
 CN2963  NAD 83(1986)-  32 49 55.82124(N)    086 41 35.75830(W) AD(       ) 4
 CN2963  NAD 27      -  32 49 55.36639(N)    086 41 35.81825(W) AD(       ) 3
 CN2963
 CN2963.Superseded values are not recommended for survey control.
 CN2963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2963.See file dsdata.txt to determine how the superseded data were derived.
 CN2963
 CN2963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2870832723(NAD 83)
 CN2963_MARKER: 42 = RADIO/TV MAST
 CN2963
 CN2963  HISTORY     - Date     Condition        Report By
 CN2963  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN2963
 CN2963                          STATION DESCRIPTION
 CN2963
 CN2963'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2963'THE CLANTON RADIO STATION WKLF MAST IS LOCATED ABOUT 4 MILES WEST OF
 CN2963'CLANTON, ON THE NORTH SIDE OF STATE HIGHWAY 22.
 CN2963'
 CN2963'TO REACH THE MAST FROM THE CLANTON POST OFFICE, GO WEST ON THE PAVED
 CN2963'STREET FOR 0.05 MILE TO ITS JUNCTION WITH U.S. HIGHWAY 31.  TURN
 CN2963'RIGHT AND GO NORTH ON HIGHWAY 31 FOR 0.2 MILE TO ITS JUNCTION WITH
 CN2963'STATE HIGHWAY 22.  TURN LEFT AND GO WEST ON HIGHWAY 22 FOR 4
 CN2963'MILES TO THE MAST ON THE RIGHT, ABOUT 100 YARDS NORTH OF THE
 CN2963'HIGHWAY.
 CN2963'
 CN2963'IT IS A SINGLE COLUMN, GUYED, 300 FOOT HIGH MAST, PAINTED ALTERNATE
 CN2963'RED AND WHITE WITH A RED LIGHT AT THE APEX.
 CN2963'
 CN2963'THE POINT INTERSECTED WAS THE RED LIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3233 ***********************************************************************
 CN3233  DESIGNATION -  CLANTON RESET
 CN3233  PID         -  CN3233
 CN3233  STATE/COUNTY-  AL/CHILTON
 CN3233  USGS QUAD   -  CLANTON WEST (1972)
 CN3233
 CN3233                         *CURRENT SURVEY CONTROL
 CN3233  ___________________________________________________________________
 CN3233* NAD 83(1992)-  32 50 04.83412(N)    086 39 53.02345(W)     ADJUSTED  
 CN3233* NAVD 88     -       202.     (meters)     663.     (feet)  SCALED    
 CN3233  ___________________________________________________________________
 CN3233  LAPLACE CORR-          -0.25  (seconds)                    DEFLEC99
 CN3233  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN3233
 CN3233  HORZ ORDER  -  SECOND
 CN3233
 CN3233.The horizontal coordinates were established by classical geodetic methods
 CN3233.and adjusted by the National Geodetic Survey in December 1992..
 CN3233
 CN3233.The orthometric height was scaled from a topographic map.
 CN3233
 CN3233.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3233
 CN3233.The geoid height was determined by GEOID03.
 CN3233
 CN3233;                    North         East     Units Scale Factor Converg.
 CN3233;SPC AL W     -   314,587.864   678,199.975   MT  1.00000871   +0 27 10.5
 CN3233;UTM  16      - 3,633,009.147   531,377.999   MT  0.99961214   +0 10 54.4
 CN3233
 CN3233!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3233!SPC AL W     -   0.99997276  x   1.00000871  =   0.99998147
 CN3233!UTM  16      -   0.99997276  x   0.99961214  =   0.99958491
 CN3233
 CN3233|---------------------------------------------------------------------|
 CN3233| PID    Reference Object                     Distance      Geod. Az  |
 CN3233|                                                           dddmmss.s |
 CN3233| CG1368 CLANTON RM 1                         11.466 METERS 05927     |
 CN3233| CN3238 CLANTON AZ MK                       496.349 METERS 0645356.4 |
 CN3233| CS7033 CLANTON RM 3                         19.742 METERS 07359     |
 CN3233| CS7034 CLANTON RM 4                         27.786 METERS 13802     |
 CN3233| CN2963 CLANTON RADIO STA WKLF MAST         APPROX. 2.7 KM 2640409.3 |
 CN3233| CG1369 CLANTON RM 2                          6.673 METERS 28227     |
 CN3233|---------------------------------------------------------------------|
 CN3233
 CN3233                          SUPERSEDED SURVEY CONTROL
 CN3233
 CN3233  NAD 83(1986)-  32 50 04.84268(N)    086 39 53.02813(W) AD(       ) 2
 CN3233  NAD 27      -  32 50 04.38787(N)    086 39 53.09060(W) AD(       ) 2
 CN3233
 CN3233.Superseded values are not recommended for survey control.
 CN3233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3233.See file dsdata.txt to determine how the superseded data were derived.
 CN3233
 CN3233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3137833009(NAD 83)
 CN3233_MARKER: DS = TRIANGULATION STATION DISK
 CN3233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3233_STAMPING: CLANTON 1971 1985
 CN3233_MARK LOGO: NGS   
 CN3233_PROJECTION: FLUSH
 CN3233_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CN3233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3233+STABILITY: SURFACE MOTION
 CN3233
 CN3233  HISTORY     - Date     Condition        Report By
 CN3233  HISTORY     - 1985     MONUMENTED       NGS
 CN3233
 CN3233                          STATION DESCRIPTION
 CN3233
 CN3233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985 (ERP)
 CN3233'THE STATION UNDERGROUND MARK AND AZIMUTH MARK WERE RECOVERED IN GOOD
 CN3233'CONDITION.  STATION SURFACE MARK WAS FOUND LEANING AND REFERENCE MARKS
 CN3233'NO 1 AND NO 2 WERE DESTROYED WHEN AREA WAS GRADED FOR A NEW CHURCH.
 CN3233'THE STATION SURFACE MONUMENT WAS RESET OVER THE UNDERGROUND MARK AND
 CN3233'NEW REFERENCE MARKS NO 3 AND NO 4 WERE ESTABLISHED AT THIS TIME.  A
 CN3233'NEW DESCRIPTION FOLLOWS. THE STATION MARK IS A STANDARD DISK, STAMPED
 CN3233'CLANTON 1971 1985, SET IN THE TOP OF A ROUND CONCRETE POST, PROJECTING
 CN3233'ONE FOOT ABOVE GROUND.  IT IS 28.50 M (93.50 FT) EAST OF A FIRE
 CN3233'HYDRANT, 24.69 M (81.00 FT) NORTH NORTHEAST OF THE NORTHEAST CORNER OF
 CN3233'CHURCH, 20.42 M (66.99 FT) WEST SOUTHWEST OF CYCLONE FENCE CORNER,
 CN3233'12.04 M (39.50 FT) SOUTH OF THE CENTER OF HIGHWAY 22, 3.50 M (11.48
 CN3233'FT) SOUTHWEST OF A POWER POLE WITH YARD LIGHT, 1.06 M (3.48 FT) NORTH
 CN3233'NORTHEAST OF THE NORTH POLE OF CHURCH SIGN AND 0.61 M (2.00 FT) EAST
 CN3233'OF A CARSONITE WITNESS POST. REFERENCE MARK NO 3 IS A STANDARD NGS
 CN3233'DISK, STAMPED CLANTON 1971 NO 3 1985, SET IN THE TOP OF A ROUND
 CN3233'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 16.46 M (54.00 FT) EAST
 CN3233'OF POWER POLE WITH YARD LIGHT, 12.80 M (41.99 FT) SOUTH OF THE CENTER
 CN3233'OF HIGHWAY 22, 0.91 M (2.99 FT) SOUTH SOUTHWEST OF CYCLONE FENCE
 CN3233'CORNER AND 0.46 M (1.51 FT) WEST OF A CARSONITE WITNESS POST IN
 CN3233'FENCELINE. REFERENCE MARK NO 4 IS A STANDARD NGS DISK, STAMPED CLANTON
 CN3233'1971 NO 4 1985, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH
 CN3233'THE GROUND.  IT IS 38.10 M (125.00 FT) NORTHEAST OF A POWER SERVICE
 CN3233'POLE WITH A YARD LIGHT, 29.41 M (96.49 FT) EAST OF THE NORTHEAST
 CN3233'CORNER OF CHURCH, 27.74 M (91.01 FT) SOUTHEAST OF POWER POLE WITH A
 CN3233'YARD LIGHT, 26.97 M (88.48 FT) SOUTH OF CYCLONE FENCE CORNER AND 0.55
 CN3233'M (1.80 FT) WEST OF A CARSONITE WITNESS POST IN FENCELINE. AZIMUTH
 CN3233'MARK IS A STANDARD DISK, STAMPED CLANTON 1971, SET IN THE TOP OF A
 CN3233'ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 23.16 M (75.98 FT)
 CN3233'SOUTH OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 10.06 M (33.01 FT)
 CN3233'NORTH OF THE CENTER OF BRICK HOUSE, 10.06 M (33.01 FT) NORTH OF THE
 CN3233'CENTER OF HIGHWAY 22, 5.49 M (18.01 FT) EAST OF THE CENTER OF RUTH
 CN3233'STREET AND 1.68 M (5.51 FT) SOUTH OF A FIRE HYDRANT. TO REACH FROM THE
 CN3233'JUNCTION OF US HIGHWAY 31 AND STATE HIGHWAY 22 IN CLANTON, GO WEST ON
 CN3233'STATE HIGHWAY 22 FOR 1.7 MI (2.74 KM) TO RUTH STREET AND AZIMUTH MARK
 CN3233'ON THE RIGHT, CONTINUE WESTERLY ON STATE HIGHWAY 22 FOR 0.3 MI (0.48
 CN3233'KM) TO TRINITY BIBLE CHURCH AND STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2961 ***********************************************************************
 CN2961  DESIGNATION -  CLANTON S MUN TANK
 CN2961  PID         -  CN2961
 CN2961  STATE/COUNTY-  AL/CHILTON
 CN2961  USGS QUAD   -  CLANTON EAST (1983)
 CN2961
 CN2961                         *CURRENT SURVEY CONTROL
 CN2961  ___________________________________________________________________
 CN2961* NAD 83(1992)-  32 49 22.30954(N)    086 37 12.45848(W)     ADJUSTED  
 CN2961* NAVD 88     -                                                        
 CN2961  ___________________________________________________________________
 CN2961  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CN2961  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN2961
 CN2961  HORZ ORDER  -  THIRD
 CN2961
 CN2961.The horizontal coordinates were established by classical geodetic methods
 CN2961.and adjusted by the National Geodetic Survey in December 1992..
 CN2961
 CN2961
 CN2961.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2961
 CN2961.The geoid height was determined by GEOID03.
 CN2961
 CN2961;                    North         East     Units Scale Factor Converg.
 CN2961;SPC AL W     -   313,311.769   682,386.696   MT  1.00001700   +0 28 37.0
 CN2961;SPC AL E     -   257,825.288   126,326.978   MT  1.00002690   -0 25 35.4
 CN2961;UTM  16      - 3,631,713.775   535,556.968   MT  0.99961559   +0 12 21.3
 CN2961
 CN2961                          SUPERSEDED SURVEY CONTROL
 CN2961
 CN2961  NAD 83(1986)-  32 49 22.31812(N)    086 37 12.46302(W) AD(       ) 4
 CN2961  NAD 27      -  32 49 21.86196(N)    086 37 12.52948(W) AD(       ) 3
 CN2961
 CN2961.Superseded values are not recommended for survey control.
 CN2961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2961.See file dsdata.txt to determine how the superseded data were derived.
 CN2961
 CN2961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3555731714(NAD 83)
 CN2961_MARKER: 53 = ELEVATED TANK
 CN2961
 CN2961  HISTORY     - Date     Condition        Report By
 CN2961  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN2961
 CN2961                          STATION DESCRIPTION
 CN2961
 CN2961'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2961'THE CLANTON SOUTH MUNICIPAL WATER TANK IS LOCATED ABOUT 1-1/2 MILES
 CN2961'SOUTHEAST OF DOWNTOWN CLANTON.
 CN2961'
 CN2961'TO REACH THE TANK FROM THE CLANTON POST OFFICE, GO WEST ON THE PAVED
 CN2961'STREET FOR 0.05 MILE TO ITS JUNCTION WITH U.S. HIGHWAY 31.  TURN
 CN2961'LEFT AND GO SOUTH ON HIGHWAY 31 FOR 1.3 MILES TO THE TANK ON THE
 CN2961'LEFT.
 CN2961'
 CN2961'IT IS A FOUR-LEGGED STEEL STRUCTURE WITH AN ELLIPTICAL TOP, PAINTED
 CN2961'SILVER, AND ABOUT 120 FEET HIGH.
 CN2961'
 CN2961'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2964 ***********************************************************************
 CN2964  DESIGNATION -  CLANTON W MUN TANK
 CN2964  PID         -  CN2964
 CN2964  STATE/COUNTY-  AL/CHILTON
 CN2964  USGS QUAD   -  CLANTON WEST (1972)
 CN2964
 CN2964                         *CURRENT SURVEY CONTROL
 CN2964  ___________________________________________________________________
 CN2964* NAD 83(1992)-  32 50 13.68838(N)    086 39 35.12075(W)     ADJUSTED  
 CN2964* NAVD 88     -                                                        
 CN2964  ___________________________________________________________________
 CN2964  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 CN2964  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CN2964
 CN2964  HORZ ORDER  -  THIRD
 CN2964
 CN2964.The horizontal coordinates were established by classical geodetic methods
 CN2964.and adjusted by the National Geodetic Survey in December 1992..
 CN2964
 CN2964
 CN2964.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2964
 CN2964.The geoid height was determined by GEOID03.
 CN2964
 CN2964;                    North         East     Units Scale Factor Converg.
 CN2964;SPC AL W     -   314,864.314   678,663.401   MT  1.00000961   +0 27 20.3
 CN2964;UTM  16      - 3,633,283.292   531,842.543   MT  0.99961250   +0 11 04.2
 CN2964
 CN2964                          SUPERSEDED SURVEY CONTROL
 CN2964
 CN2964  NAD 83(1986)-  32 50 13.69683(N)    086 39 35.12581(W) AD(       ) 4
 CN2964  NAD 27      -  32 50 13.24292(N)    086 39 35.18842(W) AD(       ) 3
 CN2964
 CN2964.Superseded values are not recommended for survey control.
 CN2964.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2964.See file dsdata.txt to determine how the superseded data were derived.
 CN2964
 CN2964_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3184333283(NAD 83)
 CN2964_MARKER: 53 = ELEVATED TANK
 CN2964
 CN2964  HISTORY     - Date     Condition        Report By
 CN2964  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN2964
 CN2964                          STATION DESCRIPTION
 CN2964
 CN2964'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2964'THE CLANTON WEST MUNICIPAL WATER TANK IS LOCATED AT THE WEST EDGE OF
 CN2964'TOWN, ON THE NORTH SIDE OF STATE HIGHWAY 22.
 CN2964'
 CN2964'TO REACH THE TANK FROM THE CLANTON POST OFFICE, GO WEST ON THE PAVED
 CN2964'STREET FOR 0.05 MILE TO ITS JUNCTION WITH U.S. HIGHWAY 31.  TURN
 CN2964'RIGHT AND GO NORTH ON HIGHWAY 31 FOR 0.2 MILE TO ITS JUNCTION WITH
 CN2964'HIGHWAY 22.  TURN LEFT AND GO WEST ON HIGHWAY 22 FOR 1.7 MILES TO
 CN2964'THE STATION ON THE RIGHT.
 CN2964'
 CN2964'IT IS A SIX-LEGGED STEEL STRUCTURE, PAINTED GREEN, WITH AN ELLIPTICAL
 CN2964'TOP, ABOUT 65 FEET HIGH.
 CN2964'
 CN2964'THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2422 ***********************************************************************
 BT2422  DESIGNATION -  CLAY RESET
 BT2422  PID         -  BT2422
 BT2422  STATE/COUNTY-  AL/BARBOUR
 BT2422  USGS QUAD   -  WHITE OAK (1968)
 BT2422
 BT2422                         *CURRENT SURVEY CONTROL
 BT2422  ___________________________________________________________________
 BT2422* NAD 83(1992)-  31 52 35.12356(N)    085 21 06.50652(W)     ADJUSTED  
 BT2422* NAVD 88     -       175.46   (+/-2cm)     575.7    (feet)  VERTCON   
 BT2422  ___________________________________________________________________
 BT2422  X           -     439,338.381 (meters)                     COMP
 BT2422  Y           -  -5,403,602.922 (meters)                     COMP
 BT2422  Z           -   3,348,881.577 (meters)                     COMP
 BT2422  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BT2422  ELLIP HEIGHT-         149.00  (meters)          (07/29/02) GPS OBS
 BT2422  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BT2422
 BT2422  HORZ ORDER  -  FIRST
 BT2422  VERT ORDER  -  THIRD ? (See Below)
 BT2422  ELLP ORDER  -  FOURTH    CLASS I
 BT2422
 BT2422.The horizontal coordinates were established by GPS observations
 BT2422.and adjusted by the National Geodetic Survey in September 1997..
 BT2422
 BT2422.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2422.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2422.The vertical order pertains to the NGVD 29 superseded value.
 BT2422
 BT2422.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2422
 BT2422.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2422
 BT2422.The ellipsoidal height was determined by GPS observations
 BT2422.and is referenced to NAD 83.
 BT2422
 BT2422.The geoid height was determined by GEOID03.
 BT2422
 BT2422;                    North         East     Units Scale Factor Converg.
 BT2422;SPC AL E     -   152,702.798   245,560.239   MT  0.99998559   +0 15 15.5
 BT2422;UTM  16      - 3,527,922.618   655,898.627   MT  0.99989975   +0 52 14.0
 BT2422
 BT2422!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2422!SPC AL E     -   0.99997660  x   0.99998559  =   0.99996219
 BT2422!UTM  16      -   0.99997660  x   0.99989975  =   0.99987636
 BT2422
 BT2422:                Primary Azimuth Mark                     Grid Az
 BT2422:SPC AL E     -  GILMORE LOT                              088 26 59.0
 BT2422:UTM  16      -  GILMORE LOT                              087 50 00.5
 BT2422
 BT2422|---------------------------------------------------------------------|
 BT2422| PID    Reference Object                     Distance      Geod. Az  |
 BT2422|                                                           dddmmss.s |
 BT2422| BT2078 GILMORE LOT                         APPROX. 8.2 KM 0884214.5 |
 BT2422| BT0720 CLAY RM 1                            38.085 METERS 11700     |
 BT2422| BT0719 CLAY RM 2                            32.276 METERS 21116     |
 BT2422| CY9240 CLAY AZ MK                                         2261704.3 |
 BT2422| BT2084 KENNEDY HILL LOT                    APPROX.11.9 KM 3074139.9 |
 BT2422|---------------------------------------------------------------------|
 BT2422
 BT2422                          SUPERSEDED SURVEY CONTROL
 BT2422
 BT2422  NAD 83(1992)-  31 52 35.12294(N)    085 21 06.50806(W) AD(       ) 1
 BT2422  ELLIP H (12/04/92)  148.99   (m)                       GP(       ) 4 1
 BT2422  NAD 83(1986)-  31 52 35.12916(N)    085 21 06.49781(W) AD(       ) 1
 BT2422  NAD 27      -  31 52 34.55000(N)    085 21 06.72200(W) AD(       ) 1
 BT2422  NGVD 29 (12/04/92)  175.49   (m)          575.8    (f) LEVELING    3  
 BT2422
 BT2422.Superseded values are not recommended for survey control.
 BT2422.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2422.See file dsdata.txt to determine how the superseded data were derived.
 BT2422
 BT2422_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5589927923(NAD 83)
 BT2422_MARKER: DS = TRIANGULATION STATION DISK
 BT2422_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2422_SP_SET: CONCRETE POST
 BT2422_STAMPING: CLAY 1943 1982
 BT2422_MARK LOGO: NGS   
 BT2422_PROJECTION: FLUSH
 BT2422_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2422_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2422+STABILITY: SURFACE MOTION
 BT2422_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2422+SATELLITE: SATELLITE OBSERVATIONS - May 12, 1989
 BT2422
 BT2422  HISTORY     - Date     Condition        Report By
 BT2422  HISTORY     - 1982     MONUMENTED       NGS
 BT2422  HISTORY     - 19870514 GOOD             NGS
 BT2422  HISTORY     - 19890512 GOOD             ALHD
 BT2422
 BT2422                          STATION DESCRIPTION
 BT2422
 BT2422'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BT2422'THE STATION UNDERGROUND MARK, REFERENCE MARKS NO 1 AND NO 2 WERE
 BT2422'RECOVERED IN GOOD CONDITION.  THE STATION SURFACE MARK WAS FOUND OUT
 BT2422'OF THE GROUND.  THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED
 BT2422'DESTROYED AND WOULD NOT HAVE BEEN VISIBLE FROM THE STATION.  NO
 BT2422'SUITABLE LOCATION FOR A NEW AZIMUTH MARK IS AVAILABLE.  THE STATION
 BT2422'SURFACE MARK WAS RESET OVER THE UNDERGROUND MARK AT THIS DATE.  A NEW
 BT2422'DESCRIPTION FOLLOWS.  TO REACH FROM THE JUNCTION OF US HIGHWAY 241 AND
 BT2422'STATE HIGHWAY 30 IN SOUTH EDGE OF EUFAULA, GO WEST ON STATE HIGHWAY 30
 BT2422'FOR 11.4 MI (18.35 KM) TO JUNCTION OF COUNTY ROUTE 79 ON THE RIGHT,
 BT2422'CONTINUE WEST ON HIGHWAY 30 FOR 0.2 MI (0.32 KM) TO STATION ON THE
 BT2422'LEFT, ON HIGHEST GROUND. THE STATION MARK IS A STANDARD CGS DISK,
 BT2422'STAMPED CLAY 1943 1982, SET IN THE TOP OF A SQUARE CONCRETE POST,
 BT2422'PROJECTING 3 INCHES.  IT IS ON THE PROPERTY OWNED AND OCCUPIED BY C M
 BT2422'MCNEAL, 30.78 M (100.98 FT) WEST OF A 36 INCH MAGNOLIA TREE, 16.92 M
 BT2422'(55.51 FT) WEST NORTHWEST OF A TRIPLE TRUNK CEDAR TREE, 16.55 M (54.30
 BT2422'FT) NORTHWEST OF A POWER SERVICE POLE, 16.58 M (54.40 FT) SOUTHEAST OF
 BT2422'A POWER POLE WITH TRANSFORMER AND 0.30 M (0.98 FT) SOUTHWEST OF
 BT2422'OVERHEAD POWERLINE. REFERENCE MARK NO 1 IS A STANDARD CGS DISK,
 BT2422'STAMPED CLAY NO 1 1943, SET IN THE TOP OF A SQUARE CONCRETE POST,
 BT2422'PROJECTING 8 INCHES.  IT IS 5.30 M (17.39 FT) NORTH OF THE CENTER OF A
 BT2422'METAL GATE, 2.99 M (9.81 FT) NORTHEAST OF A POWER POLE WITH METER BOX,
 BT2422'3.84 M (12.60 FT) SOUTH OF THE SOUTH EDGE OF A ROUND CONCRETE SLAB AND
 BT2422'1.04 M (3.41 FT) SOUTHWEST OF A METAL WITNESS POST AND SIGN. REFERENCE
 BT2422'MARK NO 2 IS A STANDARD CGS DISK, STAMPED CLAY NO 2 1943, SET IN THE
 BT2422'TOP OF A SQUARE CONCRETE POST, PROJECTING 2 INCHES.  IT IS 16.3 M
 BT2422'(53.48 FT) WEST NORTHWEST OF THE CENTER OF A METAL GATE, 13.41 M
 BT2422'(44.00 FT) NORTHWEST OF THE CENTER OF TRACK ROAD, 0.46 M (1.51 FT)
 BT2422'NORTHWEST OF EDGE OF 10 FT (3.05 M) CUTBANK, 0.30 M (0.98 FT)
 BT2422'SOUTHEAST OF FENCE, AND 0.30 M (0.98 FT) SOUTH OF A METAL WITNESS POST
 BT2422'AND SIGN.
 BT2422
 BT2422                          STATION RECOVERY (1987)
 BT2422
 BT2422'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BT2422'THE STATION IS LOCATED ABOUT 11.4 KM (7.1 MI) EAST OF CLAYTON AND
 BT2422'23.5 KM (14.6 MI) WEST OF EUFAULA AND ON THE HIGHEST PART OF A HILL.
 BT2422'OWNERSHIP--LUCILLE MCNEAL, ROUTE 1 BOX 117, CLAYTON, AL. 36106,
 BT2422'TO REACH THE STATION FROM THE CONFEDERATE SOLDIER MONUMENT IN EUFAULA,
 BT2422'GO WEST-SOUTHWEST ON U.S. HIGHWAY 431 FOR 4.8 KM (3.0 MI) TO STATE
 BT2422'HIGHWAY 30.  TURN RIGHT ON HIGHWAY 30 AND GO WEST FOR 20.3 KM
 BT2422'(12.9 MI) TO A DIRT ROAD LEFT.  TURN LEFT FOR .1 KM (0.05 MI) TO A
 BT2422'DIRT DRIVE LEFT.  TURN LEFT AND GO 0.3 KM (0.2 MI) ON PAST HOUSE TO
 BT2422'TOP HILL AND STATION ON LEFT.
 BT2422'THE MARK IS PROJECTING 6 INCHES ABOVE THE SURFACE AND IS LOCATED
 BT2422'50.9 METERS (167 FT) SOUTHEAST FROM THE CENTER OF HIGHWAY 30, 29.5
 BT2422'METERS (97 FT) NORTHWEST FROM CENTER OF THE DRIVE, 13.8 METERS
 BT2422'(5.6 FT) WEST FROM THE NORTHEAST CORNER OF A FENCED IN GARDEN AND
 BT2422'16.7 METERS (54.8 FT) SOUTHEAST FROM AN UTILITY POLE.
 BT2422'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 BT2422
 BT2422                          STATION RECOVERY (1989)
 BT2422
 BT2422'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2422'THE STATION IS LOCATED IN BARBOUR COUNTY ON A HILL ABOUT 300 FEET
 BT2422'SOUTH OF ALABAMA HIGHWAY 30, ABOUT 19.71 KM (12.25 MI) WEST OF EUFAULA
 BT2422'AND ABOUT 8.85 KM (5.50 MI) EAST OF CLAYTON ON PROPERTY OWNED BY MR.
 BT2422'C. M. MCNEAL, ROUTE 1, BOX 118, CLAYTON, AL 36016.
 BT2422'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 431 AND ALABAMA
 BT2422'30 ON THE SOUTH SIDE OF EUFAULA, GO WEST ON ALABAMA 30 FOR 19.07 KM
 BT2422'(11.85 MI) TO MILE POST 7.10 AND A DIRT ROAD ON THE LEFT, TURN LEFT ON
 BT2422'THE DIRT ROAD AND GO SOUTH FOR 0.08 KM (0.05 MI) TO A GRAVEL DRIVEWAY
 BT2422'ON THE LEFT, TURN LEFT ON THE GRAVEL DRIVEWAY AND GO EAST FOR 0.16 KM
 BT2422'(0.10 MI) TO THE END OF THE DRIVEWAY AND THE STATION ON THE LEFT
 BT2422'BEHIND THE GARDEN, AFTER NOTIFYING THE PROPERTY OWNER, PASS THROUGH
 BT2422'THE GATE NEAR THE WEST END OF A LARGE STORAGE SHED AND WALK AROUND THE
 BT2422'EAST END OF THE GARDEN TO THE STATION.
 BT2422'THE STATION IS 6.28 M (20.6 FT) WEST OF THE NORTHWEST CORNER OF THE
 BT2422'GARDEN FENCE, 21.64 M (71.0 FT) NORTHEAST OF THE SOUTHWEST CORNER OF
 BT2422'THE GARDEN FENCE, 16.64 M (54.6 FT) SOUTHEAST OF A POWER POLE, 3.29 M
 BT2422'(10.8 FT) NORTHWEST OF A HOG WIRE FENCE AROUND THE GARDEN, AND 0.30 M
 BT2422'(1.0 FT) SOUTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0720 ***********************************************************************
 BT0720  DESIGNATION -  CLAY RM 1
 BT0720  PID         -  BT0720
 BT0720  STATE/COUNTY-  AL/BARBOUR
 BT0720  USGS QUAD   -  WHITE OAK (1968)
 BT0720
 BT0720                         *CURRENT SURVEY CONTROL
 BT0720  ___________________________________________________________________
 BT0720* NAD 83(1992)-  31 52 34.56228(N)    085 21 05.21538(W)     ADJUSTED  
 BT0720* NAVD 88     -       173.009  (meters)     567.61   (feet)  ADJUSTED  
 BT0720  ___________________________________________________________________
 BT0720  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BT0720  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BT0720  DYNAMIC HT  -         172.809 (meters)     566.96  (feet)  COMP
 BT0720  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 BT0720
 BT0720  HORZ ORDER  -  THIRD
 BT0720  VERT ORDER  -  SECOND    CLASS 0
 BT0720
 BT0720.The horizontal coordinates were established by classical geodetic methods
 BT0720.and adjusted by the National Geodetic Survey in September 1997..
 BT0720.No horizontal observational check was made to the station.
 BT0720
 BT0720.The orthometric height was determined by differential leveling
 BT0720.and adjusted by the National Geodetic Survey in June 1991..
 BT0720
 BT0720.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0720
 BT0720.The geoid height was determined by GEOID03.
 BT0720
 BT0720.The dynamic height is computed by dividing the NAVD 88
 BT0720.geopotential number by the normal gravity value computed on the
 BT0720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0720.degrees latitude (g = 980.6199 gals.).
 BT0720
 BT0720.The modeled gravity was interpolated from observed gravity values.
 BT0720
 BT0720;                    North         East     Units Scale Factor Converg.
 BT0720;SPC AL E     -   152,685.661   245,594.251   MT  0.99998563   +0 15 16.1
 BT0720;UTM  16      - 3,527,905.849   655,932.818   MT  0.99989988   +0 52 14.7
 BT0720
 BT0720!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0720!SPC AL E     -   0.99997694  x   0.99998563  =   0.99996257
 BT0720!UTM  16      -   0.99997694  x   0.99989988  =   0.99987683
 BT0720
 BT0720                          SUPERSEDED SURVEY CONTROL
 BT0720
 BT0720  NAD 83(1992)-  31 52 34.56167(N)    085 21 05.21692(W) AD(       ) 3
 BT0720  NAD 83(1986)-  31 52 34.56789(N)    085 21 05.20667(W) AD(       ) 3
 BT0720  NGVD 29 (??/??/92)  173.037  (m)          567.71   (f) ADJ UNCH    2 0
 BT0720
 BT0720.Superseded values are not recommended for survey control.
 BT0720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0720.See file dsdata.txt to determine how the superseded data were derived.
 BT0720
 BT0720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5593327906(NAD 83)
 BT0720_MARKER: DR = REFERENCE MARK DISK
 BT0720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0720_STAMPING: CLAY NO 1 1943
 BT0720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0720+STABILITY: SURFACE MOTION
 BT0720
 BT0720  HISTORY     - Date     Condition        Report By
 BT0720  HISTORY     - 1943     MONUMENTED       CGS
 BT0720  HISTORY     - 1952     GOOD             NGS
 BT0720
 BT0720                          STATION DESCRIPTION
 BT0720
 BT0720'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0720'2.4 MI S FROM WHITE OAK.
 BT0720'ABOUT 0.5 MILE WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BT0720'STATION SIGN AT WHITE OAK, THENCE ABOUT 1.75 MILES SOUTH ALONG A
 BT0720'GRAVEL ROAD TO JUNCTION OF STATE HIGHWAY 30, THENCE ACROSS
 BT0720'HIGHWAY, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG A DIRT ROAD
 BT0720'(OLD HIGHWAY GRADE), 20 FEET SOUTHEAST OF CENTER LINE OF DIRT ROAD,
 BT0720'87 1/2 FEET SOUTH-SOUTHEAST AND ACROSS ROAD FROM EAST CORNER OF A
 BT0720'TENANT HOUSE, 63 FEET SOUTH-SOUTHEAST AND ACROSS ROAD FROM A
 BT0720'20-INCH MAGNOLIA TREE, 125.4 FEET EAST-SOUTHEAST OF STATION MARK,
 BT0720'170 FEET EAST-NORTHEAST OF RM 2, ABOUT LEVEL WITH ROAD, 2 FEET
 BT0720'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 BT0720'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0719 ***********************************************************************
 BT0719  DESIGNATION -  CLAY RM 2
 BT0719  PID         -  BT0719
 BT0719  STATE/COUNTY-  AL/BARBOUR
 BT0719  USGS QUAD   -  WHITE OAK (1968)
 BT0719
 BT0719                         *CURRENT SURVEY CONTROL
 BT0719  ___________________________________________________________________
 BT0719* NAD 83(1992)-  31 52 34.22791(N)    085 21 07.14395(W)     ADJUSTED  
 BT0719* NAVD 88     -       174.152  (meters)     571.36   (feet)  ADJUSTED  
 BT0719  ___________________________________________________________________
 BT0719  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 BT0719  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BT0719  DYNAMIC HT  -         173.950 (meters)     570.70  (feet)  COMP
 BT0719  MODELED GRAV-     979,477.6   (mgal)                       NAVD 88
 BT0719
 BT0719  HORZ ORDER  -  THIRD
 BT0719  VERT ORDER  -  SECOND    CLASS 0
 BT0719
 BT0719.The horizontal coordinates were established by classical geodetic methods
 BT0719.and adjusted by the National Geodetic Survey in September 1997..
 BT0719.No horizontal observational check was made to the station.
 BT0719
 BT0719.The orthometric height was determined by differential leveling
 BT0719.and adjusted by the National Geodetic Survey in June 1991..
 BT0719
 BT0719.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0719
 BT0719.The geoid height was determined by GEOID03.
 BT0719
 BT0719.The dynamic height is computed by dividing the NAVD 88
 BT0719.geopotential number by the normal gravity value computed on the
 BT0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0719.degrees latitude (g = 980.6199 gals.).
 BT0719
 BT0719.The modeled gravity was interpolated from observed gravity values.
 BT0719
 BT0719;                    North         East     Units Scale Factor Converg.
 BT0719;SPC AL E     -   152,675.137   245,543.608   MT  0.99998557   +0 15 15.1
 BT0719;UTM  16      - 3,527,894.782   655,882.296   MT  0.99989968   +0 52 13.7
 BT0719
 BT0719!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0719!SPC AL E     -   0.99997676  x   0.99998557  =   0.99996233
 BT0719!UTM  16      -   0.99997676  x   0.99989968  =   0.99987645
 BT0719
 BT0719                          SUPERSEDED SURVEY CONTROL
 BT0719
 BT0719  NAD 83(1992)-  31 52 34.22729(N)    085 21 07.14549(W) AD(       ) 3
 BT0719  NAD 83(1986)-  31 52 34.23369(N)    085 21 07.13510(W) AD(       ) 3
 BT0719  NGVD 29 (??/??/92)  174.179  (m)          571.45   (f) ADJ UNCH    2 0
 BT0719
 BT0719.Superseded values are not recommended for survey control.
 BT0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0719.See file dsdata.txt to determine how the superseded data were derived.
 BT0719
 BT0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA5588227895(NAD 83)
 BT0719_MARKER: DR = REFERENCE MARK DISK
 BT0719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0719_STAMPING: CLAY NO 2 1943
 BT0719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0719+STABILITY: SURFACE MOTION
 BT0719
 BT0719  HISTORY     - Date     Condition        Report By
 BT0719  HISTORY     - 1943     MONUMENTED       CGS
 BT0719  HISTORY     - 1952     GOOD             NGS
 BT0719
 BT0719                          STATION DESCRIPTION
 BT0719
 BT0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0719'2.4 MI S FROM WHITE OAK.
 BT0719'ABOUT 0.5 MILE WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BT0719'STATION SIGN AT WHITE OAK, THENCE ABOUT 1.75 MILES SOUTH ALONG A
 BT0719'GRAVEL ROAD TO JUNCTION OF STATE HIGHWAY 30, THENCE ACROSS
 BT0719'HIGHWAY, THENCE ABOUT 0.1 MILE SOUTHWEST ALONG A DIRT ROAD (OLD
 BT0719'HIGHWAY GRADE) 40 FEET NORTHWEST OF CENTER LINE OF DIRT ROAD, 152
 BT0719'FEET SOUTHWEST OF SOUTH CORNER OF A TENANT HOUSE, 106 FEET
 BT0719'SOUTH-SOUTHWEST OF STATION MARK, 170 FEET WEST-SOUTHWEST OF RM
 BT0719'NO. 1, 4 FEET NORTHWEST OF NORTHWEST EDGE OF AN 8-FOOT CUT, 2 FEET
 BT0719'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 8 FEET ABOVE DIRT
 BT0719'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2202 ***********************************************************************
 BT2202  DESIGNATION -  CLAYPORT
 BT2202  PID         -  BT2202
 BT2202  STATE/COUNTY-  AL/BARBOUR
 BT2202  USGS QUAD   -  CLAYTON NORTH (1979)
 BT2202
 BT2202                         *CURRENT SURVEY CONTROL
 BT2202  ___________________________________________________________________
 BT2202* NAD 83(1992)-  31 53 00.99756(N)    085 29 08.84526(W)     ADJUSTED  
 BT2202* NAVD 88     -       130.2    (meters)     427.     (feet)  GPS OBS   
 BT2202  ___________________________________________________________________
 BT2202  X           -     426,665.028 (meters)                     COMP
 BT2202  Y           -  -5,404,157.780 (meters)                     COMP
 BT2202  Z           -   3,349,534.541 (meters)                     COMP
 BT2202  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BT2202  ELLIP HEIGHT-         103.96  (meters)          (07/29/02) GPS OBS
 BT2202  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BT2202
 BT2202  HORZ ORDER  -  FIRST
 BT2202  ELLP ORDER  -  FOURTH    CLASS I
 BT2202
 BT2202.This mark is at Clayton Airport (11A)
 BT2202
 BT2202.The horizontal coordinates were established by GPS observations
 BT2202.and adjusted by the National Geodetic Survey in September 1997..
 BT2202
 BT2202.The orthometric height was determined by GPS observations and a
 BT2202.high-resolution geoid model.
 BT2202
 BT2202.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2202
 BT2202.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2202
 BT2202.The ellipsoidal height was determined by GPS observations
 BT2202.and is referenced to NAD 83.
 BT2202
 BT2202.The geoid height was determined by GEOID03.
 BT2202
 BT2202;                    North         East     Units Scale Factor Converg.
 BT2202;SPC AL E     -   153,451.290   232,880.620   MT  0.99997333   +0 11 00.9
 BT2202;UTM  16      - 3,528,534.614   643,212.998   MT  0.99985295   +0 47 59.8
 BT2202
 BT2202!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2202!SPC AL E     -   0.99998368  x   0.99997333  =   0.99995701
 BT2202!UTM  16      -   0.99998368  x   0.99985295  =   0.99983663
 BT2202
 BT2202:                Primary Azimuth Mark                     Grid Az
 BT2202:SPC AL E     -  CLAYPORT AZ MK                           275 50 32.9
 BT2202:UTM  16      -  CLAYPORT AZ MK                           275 13 34.0
 BT2202
 BT2202|---------------------------------------------------------------------|
 BT2202| PID    Reference Object                     Distance      Geod. Az  |
 BT2202|                                                           dddmmss.s |
 BT2202| BT2205 CLAYPORT AZ MK                      APPROX. 0.6 KM 2760133.8 |
 BT2202|---------------------------------------------------------------------|
 BT2202
 BT2202                          SUPERSEDED SURVEY CONTROL
 BT2202
 BT2202  NAD 83(1992)-  31 53 00.99781(N)    085 29 08.84650(W) AD(       ) 1
 BT2202  NAD 83(1986)-  31 53 01.00304(N)    085 29 08.83634(W) AD(       ) 3
 BT2202  NAD 27      -  31 53 00.42652(N)    085 29 09.04587(W) AD(       ) 3
 BT2202  NGVD 29 (12/04/92)  130.2    (m)          427.     (f) GPS OBS        
 BT2202
 BT2202.Superseded values are not recommended for survey control.
 BT2202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2202.See file dsdata.txt to determine how the superseded data were derived.
 BT2202
 BT2202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4321328535(NAD 83)
 BT2202_MARKER: DH = HORIZONTAL CONTROL DISK
 BT2202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2202_SP_SET: CONCRETE POST
 BT2202_STAMPING: CLAYPORT 1986
 BT2202_MARK LOGO: CGS   
 BT2202_PROJECTION: FLUSH
 BT2202_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2202+STABILITY: SURFACE MOTION
 BT2202_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2202+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1996
 BT2202
 BT2202  HISTORY     - Date     Condition        Report By
 BT2202  HISTORY     - 1986     MONUMENTED       NGS
 BT2202  HISTORY     - 19870520 GOOD
 BT2202  HISTORY     - 19890825 GOOD             ALHD
 BT2202  HISTORY     - 19910621 GOOD             ALHD
 BT2202  HISTORY     - 19960827 GOOD             BROOKS
 BT2202
 BT2202                          STATION DESCRIPTION
 BT2202
 BT2202'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BT2202'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) WEST OF CLAYTON, ON THE
 BT2202'CLAYTON  MUNICIPAL AIRPORT.  OWNERSHIP--PUBLIC/CITY OF CLAYTON, CITY
 BT2202'HALL, CLAYTON, AL. 36016, TELEPHONE 205-775-3480 (MAYOR), MANAGER -
 BT2202'RALPH THORNTON, ROUTE 3 BOX 1288, CLAYTON, AL. PERMISSION - T.D.
 BT2202'BROWN, TELEPHONE 775-8876 OR TOM JACKSON 775-3510.
 BT2202'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51,130 AND
 BT2202'51 BUSINESS ON THE SOUTH SIDE OF CLAYTON, GO NORTH ON HIGHWAY 51 FOR
 BT2202'1.4 KM (0.9 MI) TO STATE HIGHWAY 239 LEFT.  TURN LEFT, GO WEST ON
 BT2202'HIGHWAY 239 FOR 2.5 KM (1.55 MI) TO AIRPORT ENTRANCE ON THE LEFT.
 BT2202'TURN LEFT, GO SOUTH ON PAVED DRIVE FOR 0.2 KM (0.15 MI) TO GATE AND
 BT2202'TERMINAL ON THE RIGHT.  PASS THROUGH GATE, GO SOUTHERLY ACROSS APRON
 BT2202'AND RAMP TO THE STATION ON THE RIGHT NEAR RUNWAY.
 BT2202'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 25.8 METERS
 BT2202'(84.5 FT) NORTH FROM CENTER OF THE RUNWAY, 27.3 METERS (89.5 FT)
 BT2202'WEST FROM CENTER OF RAMP, 22.1 METERS (72.5 FT) WEST FROM WEST END
 BT2202'OF AN 18-INCH ROUND CULVERT AND 8.8 METERS (29.0 FT) SOUTH FROM
 BT2202'SOUTH EDGE OF DITCH.  THE UNDERGROUND MARK IS SET 1 METER BELOW
 BT2202'THE GROUND.
 BT2202'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BT2202
 BT2202                          STATION RECOVERY (1987)
 BT2202
 BT2202'RECOVERED 1987
 BT2202'RECOVERED IN GOOD CONDITION.
 BT2202
 BT2202                          STATION RECOVERY (1989)
 BT2202
 BT2202'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2202'THE STATION IS LOCATED IN BARBOUR COUNTY ABOUT 1.61 KM (1.00 MI) WEST
 BT2202'OF CLAYTON ON THE CLAYTON MUNICIPAL AIRPORT.  BEFORE USING THIS
 BT2202'STATION, PLEASE NOTIFY, MR. T.D. BROWN OR MR. TOM JACKSON, CITY OF
 BT2202'CLAYTON, CLAYTON, AL 36016, TELEPHONE (205)-775-8876 OR 775-3510.  THE
 BT2202'AIRPORT MANAGER, MR. RAY THORNTON LIVES IN A MOBILE HOME AT THE
 BT2202'AIRPORT, NO TELEPHONE.
 BT2202'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA HIGHWAYS 51, 130,
 BT2202'AND BUSINESS 51 ON THE SOUTH SIDE OF CLAYTON, GO NORTH ON ALABAMA 51
 BT2202'FOR 1.45 KM (0.90 MI) TO ALABAMA 239 ON THE LEFT, TURN LEFT ON ALABAMA
 BT2202'239 AND GO WEST FOR 2.49 KM (1.55 MI) TO THE AIRPORT ENTRANCE ON THE
 BT2202'LEFT, TURN LEFT ON THE AIRPORT ENTRANCE AND GO SOUTH FOR 0.24 KM
 BT2202'(0.15 MI) TO A GATE AND THE TERMINAL BUILDING ON THE RIGHT, PASS
 BT2202'THROUGH THE GATE AND GO SOUTHERLY ACROSS THE APRON AND RAMP TO THE
 BT2202'STATION ON THE RIGHT NEAR THE RUNWAY.
 BT2202'THE STATION IS 25.76 M (84.5 FT) NORTH OF THE CENTER OF THE RUNWAY,
 BT2202'27.28 M (89.5 FT) WEST OF THE CENTER OF THE RAMP, 22.10 M (72.5 FT)
 BT2202'WEST OF THE WEST END OF AN 18 INCH CONCRETE PIPE UNDER THE RAMP, AND
 BT2202'8.84 M (29.0 FT) SOUTH OF THE SOUTH EDGE OF A DRAINAGE DITCH.
 BT2202'CLAYPORT AZ MK MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2202
 BT2202                          STATION RECOVERY (1991)
 BT2202
 BT2202'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT2202'THE STATION IS LOCATED IN BARBOUR COUNTY ABOUT 1.61 KM (1.00 MI) WEST
 BT2202'OF CLAYTON ON THE CLAYTON MUNICIPAL AIRPORT.  BEFORE USING THIS
 BT2202'STATION, PLEASE NOTIFY, MR. T.D. BROWN OR MR. TOM JACKSON, CITY OF
 BT2202'CLAYTON, CLAYTON, AL 36016, TELEPHONE (205)-775-8876 OR 775-3510. THE
 BT2202'AIRPORT MANAGER, MR. RAY THORNTON LIVES IN A MOBILE HOME AT THE
 BT2202'AIRPORT, NO TELEPHONE.
 BT2202'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA HIGHWAYS 51, 130,
 BT2202'AND BUSINESS 51 ON THE SOUTH SIDE OF CLAYTON, GO NORTH ON ALABAMA 51
 BT2202'FOR 1.45 KM (0.90 MI) TO ALABAMA 239 ON THE LEFT, TURN LEFT ON
 BT2202'ALABAMA 239 AND GO WEST FOR 2.49 KM (1.55 MI) TO THE AIRPORT ENTRANCE
 BT2202'ON THE LEFT, TURN LEFT ON THE AIRPORT ENTRANCE AND GO SOUTH FOR 0.24
 BT2202'KM (0.15 MI) TO A GATE AND THE TERMINAL BUILDING ON THE RIGHT, PASS
 BT2202'THROUGH THE GATE AND GO SOUTHERLY ACROSS THE APRON AND RAMP TO THE
 BT2202'STATION ON THE RIGHT NEAR THE RUNWAY.
 BT2202'THE STATION IS 25.76 M (84.51 FT) NORTH OF THE CENTER OF THE RUNWAY,
 BT2202'27.28 M (89.50 FT) WEST OF THE CENTER OF THE RAMP, 22.10 M
 BT2202'(72.51 FT) WEST OF THE WEST END OF AN 18 INCH CONCRETE PIPE UNDER THE
 BT2202'RAMP, AND 8.84 M (29.00 FT) SOUTH OF THE SOUTH EDGE OF A DRAINAGE
 BT2202'DITCH.
 BT2202'CLAYPORT AZ MK MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2202
 BT2202                          STATION RECOVERY (1996)
 BT2202
 BT2202'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (TB)
 BT2202'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2205 ***********************************************************************
 BT2205  DESIGNATION -  CLAYPORT AZ MK
 BT2205  PID         -  BT2205
 BT2205  STATE/COUNTY-  AL/BARBOUR
 BT2205  USGS QUAD   -  CLAYTON NORTH (1979)
 BT2205
 BT2205                         *CURRENT SURVEY CONTROL
 BT2205  ___________________________________________________________________
 BT2205* NAD 83(1992)-  31 53 03.19447(N)    085 29 33.24319(W)     ADJUSTED  
 BT2205* NAVD 88     -       128.4    (meters)     421.     (feet)  VERTCON   
 BT2205  ___________________________________________________________________
 BT2205  X           -     426,022.863 (meters)                     COMP
 BT2205  Y           -  -5,404,170.995 (meters)                     COMP
 BT2205  Z           -   3,349,591.012 (meters)                     COMP
 BT2205  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BT2205  ELLIP HEIGHT-         102.09  (meters)          (07/29/02) GPS OBS
 BT2205  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BT2205
 BT2205  HORZ ORDER  -  FIRST
 BT2205  ELLP ORDER  -  FOURTH    CLASS I
 BT2205
 BT2205.This mark is at Clayton Airport (11A)
 BT2205
 BT2205.The horizontal coordinates were established by GPS observations
 BT2205.and adjusted by the National Geodetic Survey in September 1997..
 BT2205
 BT2205.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2205.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2205
 BT2205.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2205
 BT2205.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2205
 BT2205.The ellipsoidal height was determined by GPS observations
 BT2205.and is referenced to NAD 83.
 BT2205
 BT2205.The geoid height was determined by GEOID03.
 BT2205
 BT2205;                    North         East     Units Scale Factor Converg.
 BT2205;SPC AL E     -   153,516.921   232,239.221   MT  0.99997281   +0 10 48.0
 BT2205;UTM  16      - 3,528,593.334   642,571.008   MT  0.99985069   +0 47 46.9
 BT2205
 BT2205!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2205!SPC AL E     -   0.99998397  x   0.99997281  =   0.99995678
 BT2205!UTM  16      -   0.99998397  x   0.99985069  =   0.99983466
 BT2205
 BT2205:                Primary Azimuth Mark                     Grid Az
 BT2205:SPC AL E     -  CLAYPORT                                 095 50 32.9
 BT2205:UTM  16      -  CLAYPORT                                 095 13 34.0
 BT2205
 BT2205|---------------------------------------------------------------------|
 BT2205| PID    Reference Object                     Distance      Geod. Az  |
 BT2205|                                                           dddmmss.s |
 BT2205| BT2202 CLAYPORT                            APPROX. 0.6 KM 0960120.9 |
 BT2205|---------------------------------------------------------------------|
 BT2205
 BT2205                          SUPERSEDED SURVEY CONTROL
 BT2205
 BT2205  NAD 83(1992)-  31 53 03.19477(N)    085 29 33.24437(W) AD(       ) 1
 BT2205  NAD 83(1986)-  31 53 03.19997(N)    085 29 33.23435(W) AD(       ) 3
 BT2205  NAD 27      -  31 53 02.62360(N)    085 29 33.44314(W) AD(       ) 3
 BT2205  NGVD 29 (12/04/92)  128.4    (m)          421.     (f) GPS OBS        
 BT2205
 BT2205.Superseded values are not recommended for survey control.
 BT2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2205.See file dsdata.txt to determine how the superseded data were derived.
 BT2205
 BT2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4257128593(NAD 83)
 BT2205_MARKER: DZ = AZIMUTH MARK DISK
 BT2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2205_SP_SET: CONCRETE POST
 BT2205_STAMPING: CLAYPORT 1986
 BT2205_MARK LOGO: CGS   
 BT2205_PROJECTION: FLUSH
 BT2205_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2205+STABILITY: SURFACE MOTION
 BT2205_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2205+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1996
 BT2205
 BT2205  HISTORY     - Date     Condition        Report By
 BT2205  HISTORY     - 1986     MONUMENTED       NGS
 BT2205  HISTORY     - 19870520 GOOD
 BT2205  HISTORY     - 19890825 GOOD             ALHD
 BT2205  HISTORY     - 19960827 GOOD             BROOKS
 BT2205
 BT2205                          STATION DESCRIPTION
 BT2205
 BT2205'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BT2205'THE STATION IS LOCATED ABOUT 1.6 KM (1 MI) WEST OF CLAYTON, ON THE
 BT2205'CLAYTON MUNICIPAL AIRPORT AND NEAR THE END OF RUNWAY 9.  OWNERSHIP--
 BT2205'PUBLIC/CITY OF CLAYTON, CITY HALL, CLAYTON, AL. 36016, TELEPHONE
 BT2205'205-775-3480 (MAYOR).  MANAGER - RALPH THORNTON, ROUTE 3 BOX 1288,
 BT2205'CLAYTON, AL., PERMISSION - T.D. BROWN, TELEPHONE 775-8876.
 BT2205'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 51, 130 AND
 BT2205'51 BUSINESS ON THE SOUTH SIDE OF CLAYTON, GO NORTH ON HIGHWAY 51 FOR
 BT2205'1.4 KM (0.9 MI) TO STATE HIGHWAY 239 ON THE LEFT.  TURN LEFT, GO WEST
 BT2205'ON HIGHWAY 239 FOR 2.5 KM (1.55 MI) TO AIRPORT ENTRANCE ON THE LEFT.
 BT2205'TURN LEFT, GO SOUTH ON PAVED DRIVE FOR 0.2 KM (0.15 MI) TO GATE AND
 BT2205'TERMINAL ON THE RIGHT.  PASS THROUGH GATE, GO SOUTHERLY ACROSS APRON
 BT2205'AND RAMP TO STATION CLAYPORT ON THE RIGHT NEAR RUNWAY, GO WEST ALONG
 BT2205'RUNWAY FOR 0.6 KM (0.4 MI) TO THE STATION ON RIGHT AT END OF RUNWAY
 BT2205'9.
 BT2205'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 23.6 METERS
 BT2205'(77.5 FT) EAST OF A FENCE, 18.1 METERS (59.5 FT) NORTH FROM CENTER,
 BT2205'AT END OF RUNWAY 9 AND 4.9 METERS (16.0 FT) EAST FROM THE NORTH 1 OF
 BT2205'3 RUNWAY END MARKER LIGHTS.  THE UNDERGROUND MARK IS SET 1 METER
 BT2205'BELOW THE GROUND.
 BT2205'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BT2205
 BT2205                          STATION RECOVERY (1987)
 BT2205
 BT2205'RECOVERED 1987
 BT2205'RECOVERED IN GOOD CONDITION.
 BT2205
 BT2205                          STATION RECOVERY (1989)
 BT2205
 BT2205'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2205'THE STATION IS LOCATED IN BARBOUR COUNTY ABOUT 1.61 KM (1.00 MI) WEST
 BT2205'OF CLAYTON ON THE CLAYTON MUNICIPAL AIRPORT AND NEAR THE END OF RUNWAY
 BT2205'9.  BEFORE USING THIS STATION, PLEASE NOTIFY MR. T.D. BROWN OR MR. TOM
 BT2205'JACKSON, CITY OF CLAYTON, CLAYTON, AL 36016, TELEPHONE (205)-775-8876
 BT2205'OR 775-3510.  THE AIRPORT MANAGER, MR. RAY THORNTON LIVES IN A MOBILE
 BT2205'HOME AT THE AIRPORT, NO TELEPHONE.
 BT2205'TO REACH THE STATION FROM THE JUNCTION OF ALABAMA HIGHWAYS 51, 130,
 BT2205'AND BUSINESS 51 ON THE SOUTH SIDE OF CLAYTON, GO NORTH ON ALABAMA 51
 BT2205'FOR 1.45 KM (0.90 MI) TO ALABAMA 239 ON THE LEFT, TURN LEFT ON ALABAMA
 BT2205'239 AND GO WEST FOR 2.49 KM (1.55 MI) TO THE AIRPORT ENTRANCE ON THE
 BT2205'LEFT, TURN LEFT ON THE AIRPORT ENTRANCE AND GO SOUTH FOR 0.24 KM
 BT2205'(0.15 MI) TO A GATE AND THE TERMINAL BUILDING ON THE RIGHT, PASS
 BT2205'THROUGH THE GATE AND GO SOUTHERLY ACROSS THE APRON AND RAMP TO THE
 BT2205'RUNWAY, TURN RIGHT ALONG THE NORTH SIDE OF THE RUNWAY AND GO WEST FOR
 BT2205'0.64 KM (0.40 MI) TO THE STATION ON THE RIGHT AT THE END OF THE
 BT2205'RUNWAY.
 BT2205'THE STATION IS 23.62 M (77.5 FT) EAST OF A FENCE, 18.14 M (59.5 FT)
 BT2205'NORTH OF THE CENTER OF THE END OF RUNWAY 9, AND 6.49 M (21.3 FT) NORTH
 BT2205'OF THE NORTHWEST CORNER OF THE RUNWAY.
 BT2205'CLAYPORT 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2205
 BT2205                          STATION RECOVERY (1996)
 BT2205
 BT2205'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (TB)
 BT2205'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0537 ***********************************************************************
 BT0537  DESIGNATION -  CLAYTON
 BT0537  PID         -  BT0537
 BT0537  STATE/COUNTY-  AL/BARBOUR
 BT0537  USGS QUAD   -  CLAYTON NORTH (1979)
 BT0537
 BT0537                         *CURRENT SURVEY CONTROL
 BT0537  ___________________________________________________________________
 BT0537* NAD 83(1986)-  31 52 42.     (N)    085 26 58.     (W)     SCALED    
 BT0537* NAVD 88     -       181.518  (meters)     595.53   (feet)  ADJUSTED  
 BT0537  ___________________________________________________________________
 BT0537  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BT0537  DYNAMIC HT  -         181.305 (meters)     594.83  (feet)  COMP
 BT0537  MODELED GRAV-     979,458.2   (mgal)                       NAVD 88
 BT0537
 BT0537  VERT ORDER  -  SECOND    CLASS 0
 BT0537
 BT0537.The horizontal coordinates were scaled from a topographic map and have
 BT0537.an estimated accuracy of +/- 6 seconds.
 BT0537
 BT0537.The orthometric height was determined by differential leveling
 BT0537.and adjusted by the National Geodetic Survey in June 1991..
 BT0537
 BT0537.The geoid height was determined by GEOID03.
 BT0537
 BT0537.The dynamic height is computed by dividing the NAVD 88
 BT0537.geopotential number by the normal gravity value computed on the
 BT0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0537.degrees latitude (g = 980.6199 gals.).
 BT0537
 BT0537.The modeled gravity was interpolated from observed gravity values.
 BT0537
 BT0537;                    North         East    Units  Estimated Accuracy
 BT0537;SPC AL E     -   152,880.      236,320.      MT  (+/- 180 meters Scaled)
 BT0537
 BT0537                          SUPERSEDED SURVEY CONTROL
 BT0537
 BT0537  NGVD 29 (??/??/92)  181.531  (m)          595.57   (f) ADJ UNCH    2 0
 BT0537
 BT0537.Superseded values are not recommended for survey control.
 BT0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0537.See file dsdata.txt to determine how the superseded data were derived.
 BT0537
 BT0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA466279(NAD 83)
 BT0537_MARKER: DB = BENCH MARK DISK
 BT0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0537_STAMPING: CLAYTON 1933
 BT0537_PROJECTION: FLUSH
 BT0537_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0537+STABILITY: SURFACE MOTION
 BT0537_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT0537+SATELLITE: SATELLITE OBSERVATIONS - August 27, 1996
 BT0537
 BT0537  HISTORY     - Date     Condition        Report By
 BT0537  HISTORY     - 1933     MONUMENTED       CGS
 BT0537  HISTORY     - 1952     GOOD             NGS
 BT0537  HISTORY     - 19960827 GOOD             BROOKS
 BT0537
 BT0537                          STATION DESCRIPTION
 BT0537
 BT0537'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0537'AT CLAYTON.
 BT0537'AT CLAYTON, AT THE JUNCTION OF STATE HIGHWAYS 30 AND 51, AT THE
 BT0537'COURT HOUSE SQUARE, IN THE NORTH PART OF A LAWN SURROUNDING
 BT0537'CONFEDERATE SOLDIERS MONUMENT, 37 FEET NORTH OF CENTER OF MONUMENT,
 BT0537'30 1/2 FEET NORTH OF NORTHEAST CORNER OF BASE OF MONUMENT, 5 FEET
 BT0537'SOUTH OF NORTH CONCRETE CURB SURROUNDING MONUMENT AND SET IN THE TOP
 BT0537'OF A CONCRETE POST PROJECTING 1 INCH.
 BT0537
 BT0537                          STATION RECOVERY (1996)
 BT0537
 BT0537'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (TB)
 BT0537'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2081 ***********************************************************************
 BT2081  DESIGNATION -  CLAYTON
 BT2081  PID         -  BT2081
 BT2081  STATE/COUNTY-  AL/BARBOUR
 BT2081  USGS QUAD   -  CLAYTON SOUTH (1967)
 BT2081
 BT2081                         *CURRENT SURVEY CONTROL
 BT2081  ___________________________________________________________________
 BT2081* NAD 83(1992)-  31 50 58.25838(N)    085 28 56.23165(W)     ADJUSTED  
 BT2081* NAVD 88     -       194.     (meters)     636.     (feet)  SCALED    
 BT2081  ___________________________________________________________________
 BT2081  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BT2081  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BT2081
 BT2081  HORZ ORDER  -  FIRST
 BT2081
 BT2081.The horizontal coordinates were established by classical geodetic methods
 BT2081.and adjusted by the National Geodetic Survey in September 1997..
 BT2081
 BT2081.The orthometric height was scaled from a topographic map.
 BT2081
 BT2081.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2081
 BT2081.The geoid height was determined by GEOID03.
 BT2081
 BT2081;                    North         East     Units Scale Factor Converg.
 BT2081;SPC AL E     -   149,671.957   233,224.339   MT  0.99997361   +0 11 06.9
 BT2081;UTM  16      - 3,524,759.648   643,597.287   MT  0.99985431   +0 48 03.7
 BT2081
 BT2081!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2081!SPC AL E     -   0.99997365  x   0.99997361  =   0.99994726
 BT2081!UTM  16      -   0.99997365  x   0.99985431  =   0.99982797
 BT2081
 BT2081:                Primary Azimuth Mark                     Grid Az
 BT2081:SPC AL E     -  CLAYTON MUNICIPAL TANK                   046 15 57.7
 BT2081:UTM  16      -  CLAYTON MUNICIPAL TANK                   045 39 00.9
 BT2081
 BT2081|---------------------------------------------------------------------|
 BT2081| PID    Reference Object                     Distance      Geod. Az  |
 BT2081|                                                           dddmmss.s |
 BT2081| BT2083 CLAYTON MUNICIPAL TANK              APPROX. 4.4 KM 0462704.6 |
 BT2081| CY9242 CLAYTON RM 1                         21.382 METERS 17409     |
 BT2081| CY9243 CLAYTON RM 2                         38.332 METERS 21831     |
 BT2081| BT2166 LOUISVILLE MUNICIPAL TANK           APPROX.10.0 KM 2230240.7 |
 BT2081| CY9241 CLAYTON AZ MK                                      3075712.8 |
 BT2081|---------------------------------------------------------------------|
 BT2081
 BT2081                          SUPERSEDED SURVEY CONTROL
 BT2081
 BT2081  NAD 83(1992)-  31 50 58.25826(N)    085 28 56.23248(W) AD(       ) 1
 BT2081  NAD 83(1986)-  31 50 58.26370(N)    085 28 56.22489(W) AD(       ) 1
 BT2081  NAD 27      -  31 50 57.68400(N)    085 28 56.43900(W) AD(       ) 1
 BT2081
 BT2081.Superseded values are not recommended for survey control.
 BT2081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2081.See file dsdata.txt to determine how the superseded data were derived.
 BT2081
 BT2081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4359724760(NAD 83)
 BT2081_MARKER: DS = TRIANGULATION STATION DISK
 BT2081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2081
 BT2081  HISTORY     - Date     Condition        Report By
 BT2081  HISTORY     - 1943     MONUMENTED       CGS
 BT2081
 BT2081                          STATION DESCRIPTION
 BT2081
 BT2081'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2081'THE STATION IS LOCATED ABOUT 3 MILES SW OF CLAYTON ON A
 BT2081'PROMINENT LONE HILL ABOUT 0.15 MILE S OF THE CLAYTON-LOUISVILLE
 BT2081'HIGHWAY.  IT IS 1 FOOT E OF A FENCE LINE AT THE W EDGE OF A PECAN
 BT2081'ORCHARD AND 130 FEET NE OF A FRINGE OF TIMBER ON THE SW SIDE OF
 BT2081'THE HILL.  IT PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 BT2081'CLAYTON 1943.
 BT2081'
 BT2081'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2081'DISKS SET IN CONCRETE.
 BT2081'
 BT2081'REFERENCE MARK NO. 1 IS S OF THE STATION, 3 FEET E OF THE FENCE
 BT2081'LINE.  IT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 BT2081'CLAYTON NO. 1 1943.
 BT2081'
 BT2081'REFERENCE MARK NO. 2 IS SW OF THE STATION AT THE EDGE OF THE
 BT2081'WOODS.  IT PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED
 BT2081'CLAYTON NO. 2 1943.
 BT2081'
 BT2081'THE AZIMUTH MARK IS LOCATED ABOUT 0.4 MILE NW OF THE STATION.
 BT2081'IT IS 25 FEET N OF THE CENTER OF THE PAVED HIGHWAY, 20 FEET S
 BT2081'OF THE RAILROAD TRACKS AND 8 FEET NE OF A POWER-LINE POLE.  IT
 BT2081'PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED CLAYTON 1943.
 BT2081'TO REACH THE AZIMUTH MARK FROM THE POINT WHERE THE ROUTE TO THE
 BT2081'STATION LEAVES THE PAVED ROAD CONTINUE STRAIGHT AHEAD (WESTERLY)
 BT2081'FOR 0.45 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT2081'
 BT2081'TO REACH THE STATION FROM THE MONUMENT CIRCLE IN CLAYTON GO
 BT2081'S AND W ON THE LOUISVILLE HIGHWAY FOR 2.5 MILES TO A PAN AM
 BT2081'SERVICE STATION ON THE LEFT.  HERE TURN LEFT OFF PAVEMENT
 BT2081'(AZIMUTH MARK 0.45 MILE STRAIGHT AHEAD) AND GO 0.2 MILE TO A
 BT2081'NEGRO SHACK ON THE RIGHT.  TURN RIGHT THROUGH GATE JUST N OF THE
 BT2081'HOUSE AND PICK WAY THROUGH ORCHARD NORTHWESTERLY FOR ABOUT 0.1
 BT2081'MILE TO THE HIGHEST POINT AND THE STATION.
 BT2081'
 BT2081'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT BAXTER.
 BT2081'
 BT2081'A 50-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT SOLOMON.
 BT2081'
 BT2081'A 4-FOOT STAND WILL SEE A 100-FOOT LIGHT AT MT. ANDREWS.
 BT2081'
 BT2081'A 4-FOOT STAND WILL SEE A 10-FOOT LIGHT AT BEATTY.
 BT2081'
 BT2081'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT CLAY.
 BT2081'
 BT2081'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT ST. PETERS.
 BT2081'
 BT2081'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2083 ***********************************************************************
 BT2083  DESIGNATION -  CLAYTON MUNICIPAL TANK
 BT2083  PID         -  BT2083
 BT2083  STATE/COUNTY-  AL/BARBOUR
 BT2083  USGS QUAD   -  CLAYTON NORTH (1979)
 BT2083
 BT2083                         *CURRENT SURVEY CONTROL
 BT2083  ___________________________________________________________________
 BT2083* NAD 83(1992)-  31 52 37.59487(N)    085 26 53.74661(W)     ADJUSTED  
 BT2083* NAVD 88     -                                                        
 BT2083  ___________________________________________________________________
 BT2083  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 BT2083  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BT2083
 BT2083  HORZ ORDER  -  THIRD
 BT2083
 BT2083.The horizontal coordinates were established by classical geodetic methods
 BT2083.and adjusted by the National Geodetic Survey in September 1997..
 BT2083
 BT2083
 BT2083.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2083
 BT2083.The geoid height was determined by GEOID03.
 BT2083
 BT2083;                    North         East     Units Scale Factor Converg.
 BT2083;SPC AL E     -   152,742.467   236,433.623   MT  0.99997636   +0 12 12.1
 BT2083;UTM  16      - 3,527,864.127   646,773.009   MT  0.99986568   +0 49 10.6
 BT2083
 BT2083                          SUPERSEDED SURVEY CONTROL
 BT2083
 BT2083  NAD 83(1992)-  31 52 37.59430(N)    085 26 53.74818(W) AD(       ) 4
 BT2083  NAD 83(1986)-  31 52 37.60047(N)    085 26 53.73936(W) AD(       ) 4
 BT2083  NAD 27      -  31 52 37.02300(N)    085 26 53.95400(W) AD(       ) 3
 BT2083
 BT2083.Superseded values are not recommended for survey control.
 BT2083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2083.See file dsdata.txt to determine how the superseded data were derived.
 BT2083
 BT2083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4677327864(NAD 83)
 BT2083_MARKER: 53 = ELEVATED TANK
 BT2083
 BT2083  HISTORY     - Date     Condition        Report By
 BT2083  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2083
 BT2083                          STATION DESCRIPTION
 BT2083
 BT2083'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2083'THIS INTERSECTION STATION IS LOCATED IN THE TOWN OF CLAYTON ABOUT
 BT2083'400 FEET NE OF THE CENTER OF THE MONUMENT CIRCLE.  IT IS A FOUR
 BT2083'LEGGED STEEL STRUCTURE WITH AN ELEVATED STEEL TANK AT THE TOP,
 BT2083'PAINTED SILVER COLOR.  THE OVERALL HEIGHT IS ABOUT 124 FEET.  THE
 BT2083'POINT OBSERVED UPON WAS THE CENTER OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4060 ***********************************************************************
 BG4060  DESIGNATION -  CLEAR
 BG4060  PID         -  BG4060
 BG4060  STATE/COUNTY-  AL/BALDWIN
 BG4060  USGS QUAD   -  GULF SHORES (1980)
 BG4060
 BG4060                         *CURRENT SURVEY CONTROL
 BG4060  ___________________________________________________________________
 BG4060* NAD 83(1992)-  30 18 54.62530(N)    087 38 28.63442(W)     ADJUSTED  
 BG4060* NAVD 88     -         9.     (meters)      30.     (feet)  SCALED    
 BG4060  ___________________________________________________________________
 BG4060  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 BG4060  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BG4060
 BG4060  HORZ ORDER  -  THIRD
 BG4060
 BG4060.The horizontal coordinates were established by classical geodetic methods
 BG4060.and adjusted by the National Geodetic Survey in December 1992..
 BG4060
 BG4060.The orthometric height was scaled from a topographic map.
 BG4060
 BG4060.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4060
 BG4060.The geoid height was determined by GEOID03.
 BG4060
 BG4060;                    North         East     Units Scale Factor Converg.
 BG4060;SPC AL W     -    34,944.740   586,411.892   MT  0.99993561   -0 04 16.7
 BG4060;UTM  16      - 3,353,884.155   438,345.063   MT  0.99964690   -0 19 25.3
 BG4060
 BG4060!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4060!SPC AL W     -   1.00000294  x   0.99993561  =   0.99993855
 BG4060!UTM  16      -   1.00000294  x   0.99964690  =   0.99964984
 BG4060
 BG4060|---------------------------------------------------------------------|
 BG4060| PID    Reference Object                     Distance      Geod. Az  |
 BG4060|                                                           dddmmss.s |
 BG4060| BG4067 CLEAR AZ MK                         284.149 METERS 00735     |
 BG4060| DD7704 CLEAR RM 4                           50.762 METERS 01827     |
 BG4060| BG4047 SWIFT 2                             APPROX. 5.6 KM 0364319.3 |
 BG4060| DD7703 CLEAR RM 2                           30.300 METERS 08559     |
 BG4060| DD7705 CLEAR RM 5                           52.881 METERS 11021     |
 BG4060| DD7702 CLEAR RM 1                           33.330 METERS 35906     |
 BG4060|---------------------------------------------------------------------|
 BG4060
 BG4060                          SUPERSEDED SURVEY CONTROL
 BG4060
 BG4060  NAD 83(1986)-  30 18 54.64573(N)    087 38 28.64022(W) AD(       ) 3
 BG4060  NAD 27      -  30 18 53.92300(N)    087 38 28.69900(W) AD(       ) 3
 BG4060
 BG4060.Superseded values are not recommended for survey control.
 BG4060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4060.See file dsdata.txt to determine how the superseded data were derived.
 BG4060
 BG4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3834553884(NAD 83)
 BG4060_MARKER: DS = TRIANGULATION STATION DISK
 BG4060_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG4060_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BG4060_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4060
 BG4060  HISTORY     - Date     Condition        Report By
 BG4060  HISTORY     - 1934     MONUMENTED       CGS
 BG4060  HISTORY     - 1959     GOOD             CGS
 BG4060  HISTORY     - 1971     GOOD             NGS
 BG4060  HISTORY     - 1976     GOOD             NGS
 BG4060  HISTORY     - 1978     POOR             NGS
 BG4060  HISTORY     - 1978     GOOD             NGS
 BG4060
 BG4060                          STATION DESCRIPTION
 BG4060
 BG4060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG4060'STATION IS LOCATED APPROXIMATELY 7 MILES SSE FROM FOLEY, ALABAMA, 2.8
 BG4060'MILES E OF STATE HIGHWAY 3, AND 20 MILES N OF BRIDGE ACROSS
 BG4060'INTRACOASTAL CANAL.
 BG4060'
 BG4060'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BG4060'IN TILE.
 BG4060'
 BG4060'THE SURFACE-STATION MARK IS SET IN AN 8-INCH SEWER TILE AND THE SUB-
 BG4060'SURFACE AND REFERENCE MARKS ARE SET IN 6-INCH TILES.
 BG4060'
 BG4060'REFERENCE MARK NO. 1 IS LOCATED N OF STATION ALONG S FENCE LINE OF
 BG4060'ROAD RUNNING E AND W, AND IS 37 METERS W FROM CENTER LINE OF ROAD
 BG4060'RUNNING N-S.
 BG4060'
 BG4060'REFERENCE MARK NO. 2 IS LOCATED E OF STATION ALONG W FENCE LINE OF
 BG4060'ROAD RUNNING N-S AND IS 37.5 METERS S FROM CENTER LINE OF ROAD
 BG4060'RUNNING E-W.
 BG4060'
 BG4060'TO REACH STATION TAKE STATE HIGHWAY 3 S FROM FOLEY 7.8 MILES, TURN E
 BG4060'ALONG GRADED ROAD, 2.8 MILES TO T-ROAD.  TURN BACK N 1.4 MILES TO
 BG4060'WHERE ROAD TURNS W AT RIGHT ANGLES.  STATION IS IN GRASSY FLAT
 BG4060'FIELD SW OF TURN MENTIONED LASTLY ABOVE.  STATION IS LOCATED 52.6
 BG4060'METERS SW OF INTERSECTION OF CENTER LINE OF ROAD AT TURN, 37.1
 BG4060'METERS W OF ROAD RUNNING N-S, AT RIGHT ANGLES, AND 37.5 METERS S OF
 BG4060'ROAD RUNNING E-W AT RIGHT ANGLES.  THE ABOVE MENTIONED ROADS ARE
 BG4060'GRADED AND A WOODS TRAIL CONTINUES NW, AT TURN OF ROAD, FROM ROAD
 BG4060'RUNNING N-S.  THERE IS A SMALL WOODEN BRIDGE ACROSS ROAD RUNNING
 BG4060'N-S JUST BEFORE IT TURNS W.
 BG4060'
 BG4060'HEIGHT OF LIGHT ABOVE STATION MARK - 34.4 METERS.
 BG4060
 BG4060                          STATION RECOVERY (1959)
 BG4060
 BG4060'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4060'THE STATION MARK AND REFERENCE MARK 2 WERE RECOVERED IN GOOD
 BG4060'CONDITION.  THE DISTANCE TO RM 2 WAS VERIFIED.  RM 1 WAS FOUND
 BG4060'DESTROYED AND THE DISK WAS REMOVED.  A NEW REFERENCE MARK (RM 3)
 BG4060'WAS ESTABLISHED BY THIS PARTY.  THE ORIGINAL DESCRIPTION IS
 BG4060'ADEQUATE WITH THE FOLLOWING EXCEPTIONS AND ADDITIONS.
 BG4060'
 BG4060'THE STATION IS 128.0 FEET SOUTH OF THE CENTERLINE OF EAST-WEST ROAD,
 BG4060'121.0 FEET WEST OF THE CENTERLINE OF NORTH-SOUTH ROAD, 14.3 FEET
 BG4060'WEST OF 4 INCH TWIN PINE TREES, AND 4.0 FEET NORTH OF A WITNESS
 BG4060'POST.  IT IS STAMPED CLEAR 1934 AND IS 2 INCHES BENEATH THE SURFACE
 BG4060'OF THE GROUND.
 BG4060'
 BG4060'RM 2 IS 40.0 FEET WEST-NORTHWEST OF A 3 INCH PINE TREE AND 22.2 FEET
 BG4060'WEST OF THE CENTERLINE OF THE NORTH-SOUTH ROAD.  IT IS STAMPED CLEAR
 BG4060'RM 2 1934.
 BG4060'
 BG4060'RM 3 IS NORTH OF THE STATION, 68.0 FEET NORTH OF 4 INCH TWIN PINE
 BG4060'TREES AND 56.0 FEET SOUTH OF THE CENTERLINE OF THE EAST-WEST ROAD.
 BG4060'IT IS MARKED BY A STANDARD DISK, STAMPED CLEAR NO 3 1934, SET IN THE
 BG4060'TOP OF AN 8 INCH ROUND CONCRETE MONUMENT WHICH PROJECTS 3 INCHES
 BG4060'ABOVE THE GROUND.
 BG4060
 BG4060                          STATION RECOVERY (1971)
 BG4060
 BG4060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (RPH)
 BG4060'STATION MARK AND REFERENCE MARK NO. 2 WERE RECOVERED IN GOOD
 BG4060'CONDITION.  REFERENCE MARK NO. 3 WAS RECOVERED IN POOR CONDITION,
 BG4060'TILTING SLIGHTLY.
 BG4060'
 BG4060'ORIGINAL DESCRIPTION AND RECOVERY NOTE BY J. K. W. IN 1959 ARE
 BG4060'ADEQUATE FOR RECOVERY WITH THE FOLLOWING ADDITIONS--STATE HIGHWAY 3
 BG4060'IS NOW STATE HWY 59.  WITNESS SIGN IS GONE, BUT WITNESS POST STILL
 BG4060'MARKS STATION.  THE TWIN FOUR INCH PINE TREE IS GONE.
 BG4060
 BG4060                          STATION RECOVERY (1976)
 BG4060
 BG4060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BG4060'STATION MARK AND REFERENCE MARK 2 WERE RECOVERED AND FOUND IN GOOD
 BG4060'CONDITION.  REFERENCE MARK 1 WAS NOT RECOVERED.  HOWEVER NOT MUCH
 BG4060'TIME WAS SPENT LOOKING FOR IT AS THE AREA WAS IN CULTIVATION AND TOO
 BG4060'MUCH DAMAGE WOULD HAVE BEEN DONE TO THE CROP.
 BG4060'
 BG4060'TO REACH FROM THE JUNCTION OF U. S. HIGHWAY 98 AND STATE HIGHWAY 59
 BG4060'IN FOLEY, GO SOUTH ON HIGHWAY 59 FOR 7.7 MILES TO PAVED ROAD LEFT.
 BG4060'TURN LEFT AND GO EAST FOR 2.4 MILES NORTH ALONG A SAND ROAD TO THE
 BG4060'STATION ON THE LEFT JUST SOUTH OF WHERE ROAD TURNS WEST.
 BG4060'
 BG4060'STATION MARK IS 128 FEET SOUTH OF THE CENTER LINE OF DIRT ROAD AND
 BG4060'121 FEET WEST OF CENTERLINE OF DIRT ROAD IN CULTIVATED FIELD.  MARK
 BG4060'IS ABOUT FLUSH WITH THE GROUND.
 BG4060'
 BG4060'REFERENCE MARK 2 IS 22 FEET WEST OF CENTER LINE OF DIRT ROAD AND THE
 BG4060'MARK IS ABOUT FLUSH WITH THE GORUND SURFACE.  IT IS 99.41 FEET EAST
 BG4060'OF THE STATION MARK.
 BG4060'
 BG4060'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES SSE OF
 BG4060'FOLEY.
 BG4060
 BG4060                          STATION RECOVERY (1978)
 BG4060
 BG4060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (RST)
 BG4060'THE STATION MARK WAS RECOVERED AS DESCRIBED IN POOR CONDITION.
 BG4060'
 BG4060'THE AREA AROUND THE STATION MARK IS NOW A CULTIVATED FIELD.  THE
 BG4060'MONUMENT HAS RECIEVED BAD TREATMENT FROM FARMING OPERATIONS.
 BG4060'REFERENCE MARK NO. 2 AND REFERENCE MARK NO. 3 WERE SEARCHED FOR BUT
 BG4060'NOT RECOVERED.
 BG4060'
 BG4060'ORIGINAL DESCRIPTION AND RECOVERY NOTE BY J. K. W. IN 1959 ARE
 BG4060'ADEQUATE FOR RECOVERY WITH THE FOLLOWING ADDITIONS--STATE HIGHWAY 3
 BG4060'IS NOW STATE HIGHWAY 59.  GRASSY FIELD IN NOW A CULTIVATED FIELD.
 BG4060
 BG4060                          STATION RECOVERY (1978)
 BG4060
 BG4060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BG4060'THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD CONDITION.  THE
 BG4060'STATION SURFACE MARK AND REFERENCE MARKS NO.2 AND NO.3 WERE FOUND
 BG4060'DESTROYED.  NO AZIMUTH MARK WAS PREVIOUSLY ESTABLISHED.  A NEW
 BG4060'STATION SURFACE MARK REFERENCE MARKS 4 AND 5 AND AZIMUTH MARK WERE
 BG4060'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BG4060'
 BG4060'STATION IS LOCATED 7 MILES SOUTH-SOUTHEAST OF FOLEY, 2.8 MILES EAST
 BG4060'OF STATE HIGHWAY 59.
 BG4060'
 BG4060'TO REACH FROM THE STOP LIGHT IN FOLEY GO SOUTH ON STATE HIGHWAY 59
 BG4060'FOR 7.8 MILES TO THE JUNCTION OF COUNTY ROUTE 4 ON THE LEFT, TURN LEFT
 BG4060'AND GO EAST ON ROUTE 4 FOR 2.8 MILES, TURN LEFT AND GO NORTH ON
 BG4060'SAND ROAD FOR 1.4 MILES TO STATION ON RIGHT, JUST BEFORE SAND ROAD
 BG4060'TURNS WEST.
 BG4060'
 BG4060'STATION MARK IS A STANDARD DISK STAMPED---CLEAR 1934 1978--- SET IN
 BG4060'TOP OF A ROUND CONCRETE POST, 18 INCHES BELOW SURFACE OF GROUND.  IT
 BG4060'IS IN THE NORTHEAST CORNER OF A CULTIVATED FIELD, 166.5 FEET
 BG4060'SOUTH-SOUTHWEST OF A POWERLINE BRACE POLE, 175.3 FEET
 BG4060'WEST-NORTHWEST OF A POWERLINE POLE WITH GUY WIRES, 135 FEET SOUTH
 BG4060'OF THE CENTER OF SAND ROAD LEADING WEST AND 120 FEET WEST OF
 BG4060'NORTH-SOUTH SAND ROAD.
 BG4060'
 BG4060'REFERENCE MARK NO.4 IS A STANDARD DISK STAMPED---CLEAR 1934 1978
 BG4060'NO 4 1978--- SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BG4060'GROUND.  IT IS 32 FEET NORTH OF THE CENTER OF SAND ROAD, 3 FEET SOUTH
 BG4060'OF FENCE, 1.7 FEET WEST OF POWERLINE BRACE POLE AND 1 FOOT EAST OF A
 BG4060'METAL WITNESS POST AND SIGN.
 BG4060'
 BG4060'REFERENCE MARK NO.5 IS A STANDARD DISK STAMPED---CLEAR 1934 1978 NO 5
 BG4060'1978--- SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BG4060'GROUND.  IT IS 43 FEET EAST OF THE CENTER OF SAND ROAD, 1.8 FEET
 BG4060'WEST OF A POWERLINE POLE WITH GUY WIRES AND 1 FOOT NORTH OF A METAL
 BG4060'WITNESS POST AND SIGN.
 BG4060'
 BG4060'AZIMUTH MARK IS A STANDARD DISK STAMPED---CLEAR 1978--- SET IN THE
 BG4060'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS AT THE
 BG4060'THIRD POWERLINE POLE NORTH OF THE STATION MARK, 7.5 FEET EAST OF
 BG4060'FENCE AND 1.8 FEET WEST OF POWERLINE POLE.
 BG4060'
 BG4060'TO REACH AZIMUTH MARK FROM STATION NORTH ON FIELD ROAD, ALONG WEST
 BG4060'SIDE OF FENCE LINE FOR 0.17 MILE TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4118 ***********************************************************************
 BG4118  DESIGNATION -  CLEAR 2
 BG4118  PID         -  BG4118
 BG4118  STATE/COUNTY-  AL/BALDWIN
 BG4118  USGS QUAD   -  POINT CLEAR (1985)
 BG4118
 BG4118                         *CURRENT SURVEY CONTROL
 BG4118  ___________________________________________________________________
 BG4118* NAD 83(1992)-  30 28 59.50266(N)    087 56 11.01153(W)     ADJUSTED  
 BG4118* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BG4118  ___________________________________________________________________
 BG4118  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 BG4118  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BG4118
 BG4118  HORZ ORDER  -  SECOND
 BG4118
 BG4118.The horizontal coordinates were established by classical geodetic methods
 BG4118.and adjusted by the National Geodetic Survey in December 1992..
 BG4118
 BG4118.The orthometric height was scaled from a topographic map.
 BG4118
 BG4118.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4118
 BG4118.The geoid height was determined by GEOID03.
 BG4118
 BG4118;                    North         East     Units Scale Factor Converg.
 BG4118;SPC AL W     -    53,642.711   558,102.223   MT  0.99995498   -0 13 17.0
 BG4118;UTM  16      - 3,372,701.844   410,125.921   MT  0.99969964   -0 28 30.2
 BG4118
 BG4118!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4118!SPC AL W     -   1.00000408  x   0.99995498  =   0.99995906
 BG4118!UTM  16      -   1.00000408  x   0.99969964  =   0.99970372
 BG4118
 BG4118|---------------------------------------------------------------------|
 BG4118| PID    Reference Object                     Distance      Geod. Az  |
 BG4118|                                                           dddmmss.s |
 BG4118| DD7708 CLEAR 2 RM 1                         11.598 METERS 09012     |
 BG4118| DD7709 CLEAR 2 RM 2                         23.509 METERS 14855     |
 BG4118| BH2067 MOBILE BAY LIGHTHOUSE               APPROX. 8.8 KM 2344750.6 |
 BG4118| BG4117 GREAT POINT CLEAR BEACON            APPROX. 1.9 KM 2531234.8 |
 BG4118| BH2016 MCGOWIN                             APPROX.22.4 KM 2882131.9 |
 BG4118|---------------------------------------------------------------------|
 BG4118
 BG4118                          SUPERSEDED SURVEY CONTROL
 BG4118
 BG4118  NAD 83(1986)-  30 28 59.52512(N)    087 56 11.01726(W) AD(       ) 2
 BG4118  NAD 27      -  30 28 58.82300(N)    087 56 11.03800(W) AD(       ) 2
 BG4118
 BG4118.Superseded values are not recommended for survey control.
 BG4118.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4118.See file dsdata.txt to determine how the superseded data were derived.
 BG4118
 BG4118_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1012672702(NAD 83)
 BG4118_MARKER: DS = TRIANGULATION STATION DISK
 BG4118_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4118
 BG4118  HISTORY     - Date     Condition        Report By
 BG4118  HISTORY     - 1935     MONUMENTED       CGS
 BG4118  HISTORY     - 1940     SEE DESCRIPTION  CGS
 BG4118  HISTORY     - 1959     GOOD             CGS
 BG4118  HISTORY     - 1960     GOOD             CGS
 BG4118  HISTORY     - 1976     GOOD             NGS
 BG4118
 BG4118                          STATION DESCRIPTION
 BG4118
 BG4118'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BG4118'THE STATION IS ON GREAT POINT CLEAR ABOUT 4 MILES SW OF FAIRHOPE AT
 BG4118'THE E SIDE OF MOBILE BAY.
 BG4118'
 BG4118'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 BG4118'
 BG4118'THE STATION MARK, PROJECTING ABOUT 4 INCHES ABOVE GROUND, IS 110 FEET
 BG4118'NW OF THE WESTERN EXTREMITY OF GREAT POINT CLEAR, ABOUT 50 FEET E OF
 BG4118'A LINE OF PILES JUST N OF THE POINT AND EXTENDING 25 FEET INTO MOBILE
 BG4118'BAY, 70 FEET NW OF THE NW CORNER OF THE MAIN HOTEL BUILDING, 35
 BG4118'FEET W OF THE W FACE OF A DILAPIDATED SHED JUST N OF THE W END OF THE
 BG4118'MAIN HOTEL BUILDING.
 BG4118'
 BG4118'REFERENCE MARK NO. 1, PROJECTING 4 INCHES ABOVE GROUND, IS E OF THE
 BG4118'STATION, 1 FOOT W OF THE W FACE OF THE DILAPIDATED SHED, 80 FEET N
 BG4118'OF A LONE 20-INCH LIVE OAK TO THE W OF THE S SIDE OF THE MAIN HOTEL
 BG4118'BUILDING, 4 FEET S OF THE INLAND PROJECTION OF THE LINE OF
 BG4118'PILINGS MENTIONED ABOVE.
 BG4118'
 BG4118'REFERENCE MARK NO. 2, PROJECTING 4 INCHES ABOVE GROUND, IS 15 FEET W
 BG4118'OF THE W FACE OF THE MAIN HOTEL BUILDING, 22 FEET E OF THE NORTHERN
 BG4118'END OF THE RETAINING WALL WHICH PARALLELS THE W FACE OF THE HOTEL,
 BG4118'24 FEET N OF THE LONE 20-INCH LIVE OAK BETWEEN THE HOTEL AND THE
 BG4118'RETAINING WALL.
 BG4118'
 BG4118'TO REACH FROM FAIRHOPE, GO W ON FAIRHOPE AVENUE FROM THE PURE OIL
 BG4118'STATION (AT PRINCIPAL INTERSECTION OF TOWN) A DISTANCE OF 0.4 MILE,
 BG4118'WHERE TURN LEFT ON GRADED ROAD, CROSSING WOODEN BRIDGE AND
 BG4118'CONTINUING 3.2 MILES TO ROAD FORK AND SIGN POINT CLEAR HOTEL, WHERE
 BG4118'TURN RIGHT AND FOLLOWING WINDING ROAD TO POINT CLEAR HOTEL,
 BG4118'FOLLOWING DRIVEWAY PARALLELING N SIDE OF HOTEL BUILDING TO MOBILE
 BG4118'BAY AND STATION.
 BG4118
 BG4118                          STATION RECOVERY (1940)
 BG4118
 BG4118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (HWG)
 BG4118'DUE TO THE CONSTRUCTION OF A HOTEL AT THIS LOCATION IT BECAME
 BG4118'NECESSARY TO LOWER THIS STATION ABOUT TWO FEET IN ORDER TO BRING IT
 BG4118'DOWN TO THEIR GRADE SO IT WOULD NOT BE AN OBSTRUCTION.  THE STATION
 BG4118'WAS THEREFORE LOWERED TO THEIR GRADE SURFACE, AND ITS IDENTICAL
 BG4118'POSITION WAS MAINTAINED.
 BG4118'
 BG4118'THE REFERENCE MARKERS WERE BURIED UNDER DRIFTING SAND DUNES AND ONLY
 BG4118'ONE WAS RECOVERED AND CHECKED.  THE REFERENCE MARKS WILL BE BURIED
 BG4118'BY THEIR GRADING OPERATIONS.  THE ONLY POSSIBLE REFERENCES REMAINING
 BG4118'AVAILABLE ARE GIVEN.
 BG4118
 BG4118                          STATION RECOVERY (1959)
 BG4118
 BG4118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4118'THE STATION WAS RECOVERED IN GOOD CONDITION.  NO ATTEMPT WAS MADE TO
 BG4118'RECOVER THE REFERENCE MARKS AS THEY ARE BURIED SEVERAL FEET BENEATH
 BG4118'THE SOD.  THE DESCRIPTION IN 1940 IS ADEQUATE WITH THE FOLLOWING
 BG4118'ADDITIONS.
 BG4118'
 BG4118'THE STATION IS LOCATED AT THE GRAND HOTEL, ABOUT 2.0 MILES SOUTH OF
 BG4118'FAIRHOPE VIA U.S. HIGHWAY 98.  IT IS 82.0 FEET SOUTH OF THE
 BG4118'CENTERLINE OF THE INTERSECTION OF BRICK SIDEWALKS AND 35.5 FEET EAST
 BG4118'OF A 30 INCH OAK TREE.  THE DISK STAMPING COULD NOT BE DISCERNED.  IT
 BG4118'IS 1 FOOT BELOW THE GROUND SURFACE.
 BG4118
 BG4118                          STATION RECOVERY (1960)
 BG4118
 BG4118'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BG4118'STATION RECOVERED AS DESCRIBED BY H.W.G. IN 1940 AND FOUND IN GOOD
 BG4118'CONDITION.  REFERENCE MARKS NO. 1 AND 2 WERE NOT RECOVERED AND ARE
 BG4118'BELIEVED TO BE DESTROYED BY THE CONSTRUCTION OF THE HOTEL.  STATION
 BG4118'MARK NOW SETS IN THE MIDDLE OF A GROUP OF AZALEA BUSHES AND COULD
 BG4118'NOT BE OCCUPIED WITHOUT DESTROYING THE BUSHES, THEREFORE REFERENCE
 BG4118'MARK NO. 3 WAS ESTABLISHED.  DUE TO CHANGES IN LAND MARKS AND ROAD
 BG4118'NUMBERS, A NEW DESCRIPTION FOLLOWS.
 BG4118'
 BG4118'STATION IS LOCATED AT THE SOUTHWEST CORNER OF THE POINT CLEAR GRAND
 BG4118'HOTEL WHICH IS ABOUT 4 MILES SOUTH-SOUTHWEST OF FAIRHOPE AND ON THE
 BG4118'EAST SHORE OF MOBILE BAY.  STATION, A STANDARD DISK SET IN A 10 BY
 BG4118'10 INCH CONCRETE MONUMENT AND STAMPED CLEAR 2 1935 IS 14 FEET
 BG4118'SOUTHWEST OF THE SOUTHWEST CORNER OF HOTEL, 10 FEET NORTH OF THE
 BG4118'APPROXIMATE CENTERLINE OF BRICK SIDEWALK AND 39 FEET NORTH OF AN
 BG4118'OAK TREE.  THE MARK IS IN A GROUP OF AZELEA BUSHES AND ABOUT 6
 BG4118'INCHES BELOW THE SURFACE OF THE GROUND.
 BG4118'
 BG4118'TO REACH FROM THE SIGNAL LIGHT AT THE JUNCTION OF U.S. HIGHWAY NO. 98
 BG4118'AND THE MAIN STREET IN FAIRHOPE, GO SOUTHERLY ON U.S. HIGHWAY NO. 98
 BG4118'FOR 3.75 MILE TO ENTRANCE TO POINT CLEAR GRAND HOTEL ON RIGHT.
 BG4118'TURN RIGHT AND GO WESTERLY ON SURFACED DRIVEWAY FOR 0.1 MILE TO
 BG4118'PARKING AREA AT HOTEL.  WALK WESTERLY THENCE SOUTHERLY AROUND THE
 BG4118'NORTH THENCE WEST SIDE OF HOTEL TO SOUTHWEST CORNER OF HOTEL AND
 BG4118'STATION AS DESCRIBED.
 BG4118'
 BG4118'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A 12 BY 12 INCH CONCRETE
 BG4118'MONUMENT AND STAMPED CLEAR 2 NO 3 1935 IS 38 FEET EAST OF HIGH TIDE
 BG4118'WATER MARK, 14 FEET EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK
 BG4118'AND 3 FEET WEST OF THE WEST EDGE OF A BRICK SIDEWALK.  THE MARK IS
 BG4118'ABOUT 6 INCHES BELOW THE SURFACE OF GROUND.
 BG4118'
 BG4118'A TRAVERSE CONNECTION WAS MADE TO REFERENCE MARK NO. 3 AND THE
 BG4118'DISTANCE IS 27.527 METERS OR 90.31 FEET.
 BG4118
 BG4118                          STATION RECOVERY (1976)
 BG4118
 BG4118'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BG4118'STATION MARK AND REFERENCE MARK 3 WERE RECOVERED AND FOUND IN GOOD
 BG4118'CONDITION.  REFERENCE MARKS 1 AND 2 WERE REPORTED AS NOT FOUND IN
 BG4118'1959 WHEN REFERENCE MARK 3 WAS ESTABLISHED.
 BG4118'
 BG4118'THE STAITON IS LOCATED AT THE SOUTHWEST CORNER OF THE POINT CLEAR
 BG4118'GRAND HOTEL AT GREAT POINT CLEAR AND IS ON HOTEL LAND.
 BG4118'
 BG4118'THE STATION MARK IS 35.5 FEET EAST OF A 40-INCH OAK TREE, 14.7 FEET
 BG4118'NORTH OF THE NE CORNER OF A STAIRWAY FOUNDATION, 14 FEET WNW OF SW
 BG4118'CORNER OF SW WING OF HOTEL AND ABOUT 75 YARDS NE OF EXTREME SW
 BG4118'POINT OF GREAT POINT CLEAR.  IT IS AN AZELEA BED AND IS ABOUT 6
 BG4118'INCHES BELOW THE GROUND.
 BG4118'
 BG4118'REFERENCE MARK 3 OS 90.31 FEET WNW OF STATION MARK, 60 FEET WNW OF
 BG4118'THE 40-INCH OAK TREE, 1J.6 FEET ESE OF EAST EDGE OF A CONCRETE
 BG4118'BREAKWATER AND 3 FEET WNW OF WEST EDGE OF A BRICK SIDEWALK SET 6
 BG4118'INCHES BELOW THE GROUND SURFACE.
 BG4118'
 BG4118'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SSW OF
 BG4118'FAIRHOPE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4120 ***********************************************************************
 BG4120  DESIGNATION -  CLEAR 2 RM 3
 BG4120  PID         -  BG4120
 BG4120  STATE/COUNTY-  AL/BALDWIN
 BG4120  USGS QUAD   -  POINT CLEAR (1985)
 BG4120
 BG4120                         *CURRENT SURVEY CONTROL
 BG4120  ___________________________________________________________________
 BG4120* NAD 83(1992)-  30 28 59.66616(N)    087 56 12.02626(W)     ADJUSTED  
 BG4120* NAVD 88     -         2.     (meters)       7.     (feet)  SCALED    
 BG4120  ___________________________________________________________________
 BG4120  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 BG4120  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BG4120
 BG4120  HORZ ORDER  -  SECOND
 BG4120
 BG4120.The horizontal coordinates were established by classical geodetic methods
 BG4120.and adjusted by the National Geodetic Survey in December 1992..
 BG4120
 BG4120.The orthometric height was scaled from a topographic map.
 BG4120
 BG4120.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4120
 BG4120.The geoid height was determined by GEOID03.
 BG4120
 BG4120;                    North         East     Units Scale Factor Converg.
 BG4120;SPC AL W     -    53,647.850   558,075.180   MT  0.99995501   -0 13 17.5
 BG4120;UTM  16      - 3,372,707.101   410,098.908   MT  0.99969970   -0 28 30.7
 BG4120
 BG4120!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4120!SPC AL W     -   1.00000411  x   0.99995501  =   0.99995912
 BG4120!UTM  16      -   1.00000411  x   0.99969970  =   0.99970381
 BG4120
 BG4120:                Primary Azimuth Mark                     Grid Az
 BG4120:SPC AL W     -  DAPHNE LAKE FOREST SUBDIV TANK           009 34 38.7
 BG4120:UTM  16      -  DAPHNE LAKE FOREST SUBDIV TANK           009 49 51.9
 BG4120
 BG4120|---------------------------------------------------------------------|
 BG4120| PID    Reference Object                     Distance      Geod. Az  |
 BG4120|                                                           dddmmss.s |
 BG4120| BG4152 DAPHNE LAKE FOREST SUBDIV TANK      APPROX.18.2 KM 0092121.2 |
 BG4120| BG4144 DAPHNE MUNICIPAL TANK               APPROX.13.6 KM 0131254.7 |
 BG4120|---------------------------------------------------------------------|
 BG4120
 BG4120                          SUPERSEDED SURVEY CONTROL
 BG4120
 BG4120  NAD 83(1986)-  30 28 59.68842(N)    087 56 12.03160(W) AD(       ) 2
 BG4120  NAD 27      -  30 28 58.98640(N)    087 56 12.05260(W) AD(       ) 2
 BG4120
 BG4120.Superseded values are not recommended for survey control.
 BG4120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4120.See file dsdata.txt to determine how the superseded data were derived.
 BG4120
 BG4120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1009972707(NAD 83)
 BG4120_MARKER: DS = TRIANGULATION STATION DISK
 BG4120_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG4120_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4120_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4120
 BG4120  HISTORY     - Date     Condition        Report By
 BG4120  HISTORY     - 1960     MONUMENTED       CGS
 BG4120  HISTORY     - 1976     GOOD             NGS
 BG4120  HISTORY     - 1984     GOOD             NOS
 BG4120
 BG4120                          STATION DESCRIPTION
 BG4120
 BG4120'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BG4120'STATION IS LOCATED IN A LAWN AT THE WEST SIDE OF THE GRAND HOTEL AT
 BG4120'POINT CLEAR, WHICH IS ABOUT 4.0 MILES SOUTH OF FAIRHOPE.  STATION, A
 BG4120'STANDARD REFERENCE DISK SET IN A 12 BY 12 INCH CONCRETE MONUMENT
 BG4120'AND STAMPED CLEAR 2 NO 3 1935 IS 38 FEET EAST OF THE HIGH-TIDE
 BG4120'WATER MARK, 14 FEET EAST OF THE EAST EDGE OF SIDEWALK AND 3 FEET WEST
 BG4120'OF THE WEST EDGE OF A BRICK SIDEWALK.  THE MARK IS SET ABOUT 6
 BG4120'INCHES BELOW THE SURFACE OF THE GROUND.
 BG4120'
 BG4120'TO REACH FROM THE SIGNAL LIGHT AT THE JUNCTION OF U.S. HIGHWAY NO. 98
 BG4120'AND MAIN STREET IN FAIRHOPE, GO SOUTHERLY ON U.S. HIGHWAY NO. 98 FOR
 BG4120'3.75 MILES TO ENTRANCE TO GRAND HOTEL ON RIGHT.  TURN RIGHT AND GO
 BG4120'WESTERLY ON SURFACED DRIVEWAY FOR 0.1 MILE TO PARKING AREA AT
 BG4120'HOTEL.  WALK WESTERLY THENCE SOUTHERLY AROUND THE NORTH THENCE WEST
 BG4120'SIDE OF HOTEL TO STATION AS DESCRIBED.
 BG4120'
 BG4120'CLEAR 2 1935, A STANDARD DISK SET IN A 10 BY 10 INCH MONUMENT AND
 BG4120'STAMPED CLEAR 2 1935 IS 14 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BG4120'HOTEL, 10 FEET NORTH OF THE APPROXIMATE CENTER OF BRICK SIDEWALK
 BG4120'AND 39 FEET NORTH OF AN OAK TREE.  THE MARK IS IN A GROUP OF AZELEA
 BG4120'BUSHES AND ABOUT 6 INCHES BELOW THE SURFACE OF THE GROUND.
 BG4120'
 BG4120'A TRAVERSE CONNECTION WAS MADE TO CLEAR 2 1935 AND THE DISTANCE IS
 BG4120'SHOWN ABOVE.
 BG4120
 BG4120                          STATION RECOVERY (1976)
 BG4120
 BG4120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BG4120'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  IT IS
 BG4120'LOCATED ON THE GROUNDS OF THE POINT CLEAR GRAND HOTEL ABOUT 100 FEET
 BG4120'WEST OF THE WEST CORNER OF THE SW WING OF THE HOTEL, 60 YARDS NNE
 BG4120'OF THE EXTREME SW POINT CLEAR AND 90.31 FEET WEST OF STATION
 BG4120'CLEAR 2 1935.  THE MARK IS 60 FEET WNW OF A 40-INCH OAK TREE, 14.6
 BG4120'FEET ESE OF THE EAST EDGE OF A CONCRETE BREAKWATER AND 3 FEET WNW
 BG4120'OF WEST EDGE OF A BRICK SIDEWALK SET 6 INCHES BELOW THE GROUND
 BG4120'SURFACE.
 BG4120'
 BG4120'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES SSW OF
 BG4120'FAIRHOPE.
 BG4120
 BG4120                          STATION RECOVERY (1984)
 BG4120
 BG4120'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BG4120'THE STATION WAS RECOVERED AT THIS DATE.
 BG4120'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BG4120'
 BG4120'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4120'
 BG4120'RECOVERED BY MIKE JOHNSON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2590 ***********************************************************************
 DH2590  DESIGNATION -  CLEMENT
 DH2590  PID         -  DH2590
 DH2590  STATE/COUNTY-  AL/TUSCALOOSA
 DH2590  USGS QUAD   -  TUSCALOOSA (1983)
 DH2590
 DH2590                         *CURRENT SURVEY CONTROL
 DH2590  ___________________________________________________________________
 DH2590* NAD 83(1992)-  33 10 46.42129(N)    087 36 42.53096(W)     ADJUSTED  
 DH2590* NAVD 88     -        45.     (meters)     148.     (feet)  SCALED    
 DH2590  ___________________________________________________________________
 DH2590  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DH2590  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH2590
 DH2590  HORZ ORDER  -  THIRD
 DH2590
 DH2590.The horizontal coordinates were established by classical geodetic methods
 DH2590.and adjusted by the National Geodetic Survey in December 1992..
 DH2590
 DH2590.The orthometric height was scaled from a topographic map.
 DH2590
 DH2590.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2590
 DH2590.The geoid height was determined by GEOID03.
 DH2590
 DH2590;                    North         East     Units Scale Factor Converg.
 DH2590;SPC AL W     -   352,531.165   589,572.518   MT  0.99993467   -0 03 40.3
 DH2590;UTM  16      - 3,671,360.094   442,962.483   MT  0.99964011   -0 20 05.4
 DH2590
 DH2590!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2590!SPC AL W     -   0.99999748  x   0.99993467  =   0.99993215
 DH2590!UTM  16      -   0.99999748  x   0.99964011  =   0.99963759
 DH2590
 DH2590:                Primary Azimuth Mark                     Grid Az
 DH2590:SPC AL W     -  NORTHPORT RAD STA WJRD CEN MST           002 22 48.1
 DH2590:UTM  16      -  NORTHPORT RAD STA WJRD CEN MST           002 39 13.2
 DH2590
 DH2590|---------------------------------------------------------------------|
 DH2590| PID    Reference Object                     Distance      Geod. Az  |
 DH2590|                                                           dddmmss.s |
 DH2590| DH2587 NORTHPORT RAD STA WJRD CEN MST      APPROX. 7.8 KM 0021907.8 |
 DH2590| DH2596 TUSCALOOSA BF GOODRICH STACK        APPROX. 1.5 KM 0241631.4 |
 DH2590| DH2599 NORTHPORT MUNICIPAL TANK            APPROX. 5.8 KM 0274113.8 |
 DH2590| DH2597 TUSCALOOSA BF GOODRICH TANK         APPROX. 1.4 KM 0291455.2 |
 DH2590| DH2576 PARTLOW ST SCHOOL TANK              APPROX.11.8 KM 0360109.0 |
 DH2590| DH2601 TUSCALOOSA RAD STA KIA 584 MST      APPROX. 5.5 KM 0493706.2 |
 DH2590| DH2600 TUSCALOOSA NATL BANK BLDG TANK      APPROX. 5.3 KM 0500843.4 |
 DH2590| DH2595 TUSCALOOSA BRYCE HOSP W TANK        APPROX. 7.9 KM 0572352.0 |
 DH2590| DH2602 TUSCALOOSA RAD STA WUDA FM MST      APPROX. 6.7 KM 0603652.7 |
 DH2590| DH2593 TUSCALOOSA RADIO STA WTBC MAST      APPROX. 7.7 KM 0721309.2 |
 DH2590| CG1382 CLEMENT AZ MK                                      0773426.6 |
 DH2590| DH2547 TUSCALOOSA RAD STA KIB 256 MST      APPROX.12.0 KM 0781616.1 |
 DH2590| DH2545 TUSCALOOSA VET HOSP CUPOLA          APPROX.11.6 KM 0841159.8 |
 DH2590| DH2546 TUSCALOOSA VET HOSP SW TANK         APPROX.11.7 KM 0845949.3 |
 DH2590| CG1383 CLEMENT RM 1                         23.179 METERS 12815     |
 DH2590| CG1385 CLEMENT RM 3                         23.185 METERS 12815     |
 DH2590| CG1384 CLEMENT RM 2                         28.874 METERS 21058     |
 DH2590|---------------------------------------------------------------------|
 DH2590
 DH2590                          SUPERSEDED SURVEY CONTROL
 DH2590
 DH2590  NAD 83(1986)-  33 10 46.42663(N)    087 36 42.53404(W) AD(       ) 3
 DH2590  NAD 27      -  33 10 45.99300(N)    087 36 42.50400(W) AD(       ) 3
 DH2590
 DH2590.Superseded values are not recommended for survey control.
 DH2590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2590.See file dsdata.txt to determine how the superseded data were derived.
 DH2590
 DH2590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB4296271360(NAD 83)
 DH2590_MARKER: DS = TRIANGULATION STATION DISK
 DH2590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2590
 DH2590  HISTORY     - Date     Condition        Report By
 DH2590  HISTORY     - 1955     MONUMENTED       CGS
 DH2590  HISTORY     - 1967     MARK NOT FOUND   USGS
 DH2590  HISTORY     - 19670425 MARK NOT FOUND   USGS
 DH2590  HISTORY     - 1969     GOOD             CGS
 DH2590
 DH2590                          STATION DESCRIPTION
 DH2590
 DH2590'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DH2590'STATION IS LOCATED ALONG THE EAST SIDE OF U.S. HIGHWAYS 11 AND 43,
 DH2590'ABOUT 3 MILES SOUTHWEST OF TUSCALOOSA AND ON PROPERTY OF MR. GILES
 DH2590'ELLIS.  IT IS 66 FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME
 DH2590'BUILDING, 41 FEET EAST OF THE CENTER OF THE HIGHWAY, AND 6 FEET
 DH2590'NORTHEAST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE
 DH2590'DISK IS STAMPED CLEMENT 1955.
 DH2590'
 DH2590'REFERENCE MARK NO. 1 IS 50 FEET SOUTH OF A 18 INCH OAK TREE AND 15
 DH2590'FEET NORTHWEST OF THE NORTHWEST CORNER OF A FRAME BUILDING.  THE
 DH2590'MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED CLEMENT NO 1 1955.
 DH2590'
 DH2590'REFERENCE MARK NO. 2 IS 52 FEET EAST OF THE CENTER OF THE HIGHWAY
 DH2590'AND 31 FEET WEST OF THE SOUTHWEST CORNER OF A FRAME BUILDING.  THE
 DH2590'MARK IS FLUSH AND THE DISK IS STAMPED CLEMENT NO 2 1955.
 DH2590'
 DH2590'AZIMUTH MARK IS 41 FEET NORTH OF THE CENTER OF A PAVED ROAD, 8 FEET
 DH2590'WEST OF A FENCE CORNER, 1 FOOT WEST OF A WHITE WITNESS POST AND 1
 DH2590'FOOT SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE
 DH2590'DISK IS STAMPED CLEMENT 1955.
 DH2590'
 DH2590'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 11, 43 AND
 DH2590'82 IN TUSCALOOSA, GO WEST AND SOUTHWEST ON U.S. HIGHWAYS 11 AND 43
 DH2590'FOR 3.25 MILES TO A PAVED CROSSROAD. CONTINUE SOUTH ON HIGHWAYS 11
 DH2590'AND 43 FOR 0.05 MILE TO THE STATION ON THE LEFT AS DESCRIBED.
 DH2590'
 DH2590'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAYS 11
 DH2590'AND 43 FOR 0.05 MILE TO A PAVED CROSSROAD, TURN RIGHT AND GO
 DH2590'NORTHEAST FOR 0.2 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DH2590'
 DH2590'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DH2590
 DH2590                          STATION RECOVERY (1967)
 DH2590
 DH2590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DH2590'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 3 MILES SW OF
 DH2590'TUSCALOOSA.
 DH2590'
 DH2590'STATION MARK NOT FOUND.  DUE TO LARGE GRADING OPERATIONS IN
 DH2590'VICINITY MARKS ARE BELIEVED TO BE DESTROYED.
 DH2590
 DH2590                          STATION RECOVERY (1967)
 DH2590
 DH2590'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967 (JRH)
 DH2590'MARK NOT FOUND.
 DH2590
 DH2590                          STATION RECOVERY (1969)
 DH2590
 DH2590'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DH2590'THE STATION WAS VISITED 2-6-69 AND THE STATION MARK AND REFERENCE
 DH2590'MARK NO. 2 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 1 WAS
 DH2590'RECOVERED BUT WAS LEANING TO THE SOUTHEAST.  THE MONUMENT WAS
 DH2590'PLUMBED AND FIRMLY TAMPED AND THE DISK WAS ALTERED TO READ CLEMENT
 DH2590'1955 NO 3 1969. A COMPLETE AND THOROUGH SEARCH WAS MADE FOR THE
 DH2590'AZIMUTH MARK, BUT IT COULD NOT BE FOUND, AND IS BELIEVED
 DH2590'DESTROYED BY BACK SLOPING ALONG TUSCALOOSA CO. ROAD 16. NO NEW
 DH2590'AZIMUTH MARK WAS ESTABLISHED AS BOTH POSITIONED INTERSECTIONS,
 DH2590'TUSCALOOSA B.F.  GOODRICH CO. STACK AND TUSCALOOSA, B.F.
 DH2590'GOODRICH CO. WATER TANK ARE VISIBLE FROM THE STATION AND WILL
 DH2590'SERVE AS AZIMUTH MARKS.  A NEW DESCRIPTION FOLLOWS-
 DH2590'
 DH2590'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF TUSCALOOSA, ALONG
 DH2590'THE EAST SIDE OF U.S. HIGHWAYS 11 AND 43, IN THE SOUTHEAST QUADRANT
 DH2590'OF THE INTERSECTION OF U.S. HIGHWAY 11 AND TUSCALOOSA COUNTY ROAD
 DH2590'6, IN THE SOUTHWEST CORNER OF THE PROPERTY OF THE LEE TRACTOR AND
 DH2590'IMPLEMENT SALES CO. ABOUT 135 PACES SOUTH-SOUTHEAST OF THE T
 DH2590'INTERSECTION OF U.S. HIGHWAY 11 AND TUSCALOOSA CO. ROAD 16, 41
 DH2590'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 64 FEET SOUTHEAST
 DH2590'OF A UTILITY POLE ACROSS THE HIGHWAY, 95 FEET WEST OF A 24-INCH
 DH2590'RED OAK, 66 FEET NORTH OF THE NORTHWEST CORNER OF A FRAME
 DH2590'HOUSE, 13 FEET WEST OF A GUYED UTILITY POLE, 17.5 FEET EAST OF
 DH2590'THE END OF A CHAIN LINK FENCE, 7 FEET NORTHEAST OF THE FENCE AND
 DH2590'0.9 FOOT SOUTHEAST OF A METAL WITNESS POST.  IT IS A
 DH2590'TRIANGULATION DISK, STAMPED CLEMENT 1955, FLUSH WITH THE
 DH2590'GROUND.
 DH2590'
 DH2590'REFERENCE MARK NO. 2 IS 94.74 FEET SOUTHWEST OF THE STATION.  IT
 DH2590'IS LOCATED IN THE GRAVELED AREA OF A SMALL MOTEL PLAZA, 51 FEET
 DH2590'SOUTHEAST OF THE HIGHWAY, 30 FEET NORTHWEST OF THE NORTHWEST CORNER
 DH2590'OF THE FRAME HOUSE, 37.5 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DH2590'CORNER OF THE FRAME HOUSE 154.5 FEET WEST-SOUTHWEST OF A UTILITY
 DH2590'POLE ACROSS THE HIGHWAY, AND 125.5 FEET SOUTH AND ACROSS THE
 DH2590'HIGHWAY FROM A UTILITY POLE.  IT IS A REFERENCE MARK DISK, STAMPED
 DH2590'CLEMENT NO 2 1955, ABOUT 8 INCHES BELOW THE SURFACE OF THE
 DH2590'GROUND.
 DH2590'
 DH2590'REFERENCE MARK NO. 3 IS 76.06 FEET SOUTHEAST OF THE STATION.  IT
 DH2590'IS 140 FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY, 66 FEET
 DH2590'SOUTHEAST OF A GUYED UTILITY POLE, 51 FEET SOUTHWEST OF A 24-INCH
 DH2590'OAK TREE, 39.5 FEET NORTHWEST OF A GUYED POLE, 32 FEET NORTHWEST
 DH2590'OF A FENCE CORNER, 15 FEET NORTHEAST OF A SMALL HOUSE, AND 1 FOOT
 DH2590'SOUTHWEST OF A METAL WITNESS POST.  A REFERENCE MARK DISK,
 DH2590'STAMPED CLEMENT 1955 NO 3 1969, PROJECTING 5 INCHES.
 DH2590'
 DH2590'TO REACH THE STATION FROM THE JUNCTION OR U.S. HIGHWAYS 11, 43 AND
 DH2590'82 IN TUSCALOOSA, GO WEST AND SOUTHWEST ON U.S. HIGHWAY 11 AND 43
 DH2590'FOR 3.35 MILES TO TUSCALOOSA CO. RD. 16 ON THE LEFT, CONTINUE
 DH2590'SOUTHWEST ON U.S. HIGHWAY 11 AND 43 FOR ABOUT 135 YARDS TO THE
 DH2590'STATION ON THE LEFT IN THE SOUTHWEST CORNER OF THE YARD OF THE
 DH2590'LEE TRACTOR AND IMPLEMENT CO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1140 ***********************************************************************
 CO1140  DESIGNATION -  CLINTON
 CO1140  PID         -  CO1140
 CO1140  STATE/COUNTY-  AL/GREENE
 CO1140  USGS QUAD   -  WEST GREENE (1970)
 CO1140
 CO1140                         *CURRENT SURVEY CONTROL
 CO1140  ___________________________________________________________________
 CO1140* NAD 83(1992)-  32 57 08.07950(N)    088 00 39.33651(W)     ADJUSTED  
 CO1140* NAVD 88     -        81.     (meters)     266.     (feet)  SCALED    
 CO1140  ___________________________________________________________________
 CO1140  LAPLACE CORR-          -0.24  (seconds)                    DEFLEC99
 CO1140  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CO1140
 CO1140  HORZ ORDER  -  THIRD
 CO1140
 CO1140.The horizontal coordinates were established by classical geodetic methods
 CO1140.and adjusted by the National Geodetic Survey in May 1994..
 CO1140
 CO1140.The orthometric height was scaled from a topographic map.
 CO1140
 CO1140.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1140
 CO1140.The geoid height was determined by GEOID03.
 CO1140
 CO1140;                    North         East     Units Scale Factor Converg.
 CO1140;SPC AL W     -   327,432.381   552,229.465   MT  0.99996146   -0 16 40.5
 CO1140;UTM  16      - 3,646,446.212   405,510.569   MT  0.99971008   -0 32 59.7
 CO1140
 CO1140!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1140!SPC AL W     -   0.99999185  x   0.99996146  =   0.99995331
 CO1140!UTM  16      -   0.99999185  x   0.99971008  =   0.99970193
 CO1140
 CO1140|---------------------------------------------------------------------|
 CO1140| PID    Reference Object                     Distance      Geod. Az  |
 CO1140|                                                           dddmmss.s |
 CO1140| CG1387 CLINTON RM 1                         27.769 METERS 25208     |
 CO1140| CG1388 CLINTON RM 2                         24.000 METERS 33051     |
 CO1140| CG1386 CLINTON AZ MK                                      3393644.0 |
 CO1140|---------------------------------------------------------------------|
 CO1140
 CO1140                          SUPERSEDED SURVEY CONTROL
 CO1140
 CO1140  NAD 83(1992)-  32 57 08.07977(N)    088 00 39.33762(W) AD(       ) 3
 CO1140  NAD 83(1986)-  32 57 08.08633(N)    088 00 39.34043(W) AD(       ) 3
 CO1140  NAD 27      -  32 57 07.63600(N)    088 00 39.26800(W) AD(       ) 3
 CO1140
 CO1140.Superseded values are not recommended for survey control.
 CO1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1140.See file dsdata.txt to determine how the superseded data were derived.
 CO1140
 CO1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0551146446(NAD 83)
 CO1140_MARKER: DS = TRIANGULATION STATION DISK
 CO1140_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1140
 CO1140  HISTORY     - Date     Condition        Report By
 CO1140  HISTORY     - 1955     MONUMENTED       CGS
 CO1140
 CO1140                          STATION DESCRIPTION
 CO1140
 CO1140'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1140'STATION IS LOCATED ON THE SOUTHWEST SIDE OF STATE HIGHWAY
 CO1140'40, ABOUT 2-1/2 MILES NORTHWEST OF CLINTON AND 5 MILES SOUTHEAST
 CO1140'OF RIDGE AND IS ON ROAD RIGHT-OF-WAY.  IT IS 57 FEET SOUTHWEST OF
 CO1140'THE CENTER OF HIGHWAY 40, 55 FEET SOUTHWEST OF THE INTERSECTION
 CO1140'OF THE HIGHWAY AND A DIRT ROAD WEST, 36 FEET SOUTH OF THE CENTER
 CO1140'OF THE DIRT ROAD, 18 FEET SOUTH OF AN 8 INCH PINE TREE AND 3
 CO1140'FEET SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND
 CO1140'THE DISK IS STAMPED CLINTON 1955.
 CO1140'
 CO1140'REFERENCE MARK NO. 1 IS 15 FEET SOUTHWEST OF THE CENTER OF THE
 CO1140'DIRT ROAD AND 7 FEET SOUTHWEST OF A 4 INCH PINE TREE.  THE MARK
 CO1140'PROJECTS 2 INCHES AND THE DISK IS STAMPED CLINTON NO 1 1955.
 CO1140'
 CO1140'REFERENCE MARK NO. 2 IS 61 FEET SOUTHWEST OF THE CENTER OF
 CO1140'THE HIGHWAY AND 44 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD.
 CO1140'THE MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CLINTON NO
 CO1140'2 1955.
 CO1140'
 CO1140'AZIMUTH MARK IS 60 FEET EAST OF THE CENTER OF HIGHWAY 40, 2 FEET
 CO1140'SOUTH OF A POWER LINE POLE AND A WHITE WITNESS POST.  THE
 CO1140'MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED CLINTON 1955.
 CO1140'
 CO1140'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 39
 CO1140'AND 40 IN CLINTON, GO NORTHWEST ON HIGHWAY 40 FOR 2.8 MILES TO
 CO1140'THE STATION ON THE LEFT AS DESCRIBED.  CONTINUE NORTHWEST ON
 CO1140'HIGHWAY 40 FOR 0.25 MILE TO THE AZIMUTH MARK ON THE RIGHT AS
 CO1140'DESCRIBED.
 CO1140'
 CO1140'HEIGHT OF LIGHT ABOVE STATION MARK 31 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2171 ***********************************************************************
 BT2171  DESIGNATION -  CLIO MUNICIPAL TANK
 BT2171  PID         -  BT2171
 BT2171  STATE/COUNTY-  AL/BARBOUR
 BT2171  USGS QUAD   -  CLIO (1979)
 BT2171
 BT2171                         *CURRENT SURVEY CONTROL
 BT2171  ___________________________________________________________________
 BT2171* NAD 83(1992)-  31 42 30.11600(N)    085 36 35.91131(W)     ADJUSTED  
 BT2171* NAVD 88     -                                                        
 BT2171  ___________________________________________________________________
 BT2171  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BT2171  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BT2171
 BT2171  HORZ ORDER  -  THIRD
 BT2171
 BT2171.The horizontal coordinates were established by classical geodetic methods
 BT2171.and adjusted by the National Geodetic Survey in September 1997..
 BT2171
 BT2171
 BT2171.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2171
 BT2171.The geoid height was determined by GEOID03.
 BT2171
 BT2171;                    North         East     Units Scale Factor Converg.
 BT2171;SPC AL E     -   133,989.362   221,171.504   MT  0.99996553   +0 07 02.6
 BT2171;UTM  16      - 3,508,950.823   631,714.959   MT  0.99981397   +0 43 50.5
 BT2171
 BT2171                          SUPERSEDED SURVEY CONTROL
 BT2171
 BT2171  NAD 83(1992)-  31 42 30.11638(N)    085 36 35.91163(W) AD(       ) 4
 BT2171  NAD 83(1986)-  31 42 30.11989(N)    085 36 35.90760(W) AD(       ) 4
 BT2171  NAD 27      -  31 42 29.52100(N)    085 36 36.11900(W) AD(       ) 3
 BT2171
 BT2171.Superseded values are not recommended for survey control.
 BT2171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2171.See file dsdata.txt to determine how the superseded data were derived.
 BT2171
 BT2171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA3171508951(NAD 83)
 BT2171_MARKER: 53 = ELEVATED TANK
 BT2171
 BT2171  HISTORY     - Date     Condition        Report By
 BT2171  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2171
 BT2171                          STATION DESCRIPTION
 BT2171
 BT2171'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2171'THIS INTERSECTION STATION IS LOCATED IN THE TOWN OF CLIO, ABOUT
 BT2171'300 FEET SE OF THE MAIN INTERSECTION AND TRAFFIC LIGHT, 121 FEET
 BT2171'S OF AN E-AND-W STREET AND 194 FEET E OF A N-AND-S STREET.  IT IS
 BT2171'A FOUR-LEGGED STEEL STRUCTURE WITH AN ELEVATED STEEL TANK AT THE
 BT2171'TOP, ALL OF WHICH IS PAINTED A SILVER COLOR.  THE POINT OBSERVED
 BT2171'UPON WAS THE CENTER OF THE ROOF OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1577 ***********************************************************************
 EF1577  DESIGNATION -  CLIPTY
 EF1577  PID         -  EF1577
 EF1577  STATE/COUNTY-  AL/MARION
 EF1577  USGS QUAD   -  HAMILTON (1983)
 EF1577
 EF1577                         *CURRENT SURVEY CONTROL
 EF1577  ___________________________________________________________________
 EF1577* NAD 83(1992)-  34 14 55.23406(N)    087 53 05.58248(W)     ADJUSTED  
 EF1577* NAVD 88     -       246.     (meters)     807.     (feet)  SCALED    
 EF1577  ___________________________________________________________________
 EF1577  LAPLACE CORR-           2.49  (seconds)                    DEFLEC99
 EF1577  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EF1577
 EF1577  HORZ ORDER  -  THIRD
 EF1577
 EF1577.The horizontal coordinates were established by classical geodetic methods
 EF1577.and adjusted by the National Geodetic Survey in December 1992..
 EF1577
 EF1577.The orthometric height was scaled from a topographic map.
 EF1577
 EF1577.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1577
 EF1577.The geoid height was determined by GEOID03.
 EF1577
 EF1577;                    North         East     Units Scale Factor Converg.
 EF1577;SPC AL W     -   471,167.956   564,548.787   MT  0.99994882   -0 12 59.8
 EF1577;UTM  16      - 3,790,083.368   418,520.577   MT  0.99968183   -0 29 52.9
 EF1577
 EF1577!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1577!SPC AL W     -   0.99996562  x   0.99994882  =   0.99991444
 EF1577!UTM  16      -   0.99996562  x   0.99968183  =   0.99964746
 EF1577
 EF1577|---------------------------------------------------------------------|
 EF1577| PID    Reference Object                     Distance      Geod. Az  |
 EF1577|                                                           dddmmss.s |
 EF1577| EF1578 TT N 112                             31.376 METERS 03119     |
 EF1577| CG5118 CLIPTY AZ MK                                       0430711.2 |
 EF1577| CG5119 CLIPTY RM 1                          31.974 METERS 25053     |
 EF1577|---------------------------------------------------------------------|
 EF1577
 EF1577                          SUPERSEDED SURVEY CONTROL
 EF1577
 EF1577  NAD 83(1986)-  34 14 55.24294(N)    087 53 05.58097(W) AD(       ) 3
 EF1577  NAD 27      -  34 14 54.88500(N)    087 53 05.47500(W) AD(       ) 3
 EF1577
 EF1577.Superseded values are not recommended for survey control.
 EF1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1577.See file dsdata.txt to determine how the superseded data were derived.
 EF1577
 EF1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1852190083(NAD 83)
 EF1577_MARKER: DS = TRIANGULATION STATION DISK
 EF1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1577_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EF1577
 EF1577  HISTORY     - Date     Condition        Report By
 EF1577  HISTORY     - 1950     MONUMENTED       CGS
 EF1577
 EF1577                          STATION DESCRIPTION
 EF1577
 EF1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EF1577'THE STATION IS LOCATED ON THE HIGHWAY RIGHT-OF-WAY, ABOUT 10 MILES
 EF1577'NORTHEAST OF HAMILTON, 4 MILES SOUTHWEST OF HACKLEBURG, 79 FEET EAST
 EF1577'OF THE CENTER OF U.S. HIGHWAY 43, 49 FEET NORTHEAST OF A DRIVEWAY
 EF1577'TO A FARM HOUSE, AND 12 FEET SOUTHEAST OF A WITNESS POST.
 EF1577'
 EF1577'TO REACH THE STATION FROM THE COURTHOUSE SQUARE IN HAMILTON, GO
 EF1577'NORTHEAST ON U.S. HIGHWAY 43 FOR 10.2 MILES TO THE STATION ON THE
 EF1577'RIGHT AS DESCRIBED.
 EF1577'
 EF1577'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON U.S.
 EF1577'HIGHWAY 43 FOR 0.2 MILE TO THE AZIMUTH MARK ON THE LEFT AS
 EF1577'DESCRIBED.
 EF1577'
 EF1577'THE STATION MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED CLIPTY
 EF1577'1950.
 EF1577'
 EF1577'REFERENCE MARK NO. 1 IS 38 FEET EAST OF CENTER OF U.S. HIGHWAY 43, 23
 EF1577'FEET WEST OF DRIVEWAY TO A FARM HOUSE, AND 21 FEET NORTH OF A
 EF1577'TELEPHONE POLE.  THE MARK PROJECTS 5 INCHES, AND THE DISK IS STAMPED
 EF1577'CLIPTY NO 1 1950.
 EF1577'
 EF1577'T.T.N112 (USGS) IS 41 FEET EAST OF THE CENTER OF U.S. HIGHWAY 43.
 EF1577'THE MARK IS A STANDARD BENCH MARK DISK SET IN THE TOP OF A 6-INCH
 EF1577'SQUARE CONCRETE POST.  THE MARK PROJECTS 4 INCHES, AND THE DISK IS
 EF1577'STAMPED TT N112 1935.
 EF1577'
 EF1577'THE AZIMUTH MARK IS 68 FEET NORTHWEST OF THE CENTER OF U.S. HIGHWAY
 EF1577'43, AND 3 FEET SOUTH OF A WITNESS POST.  THE MARK PROJECTS 5 INCHES,
 EF1577'AND THE DISK IS STAMPED CLIPTY 1950.
 EF1577'
 EF1577'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EF1577'CYLINDERS.
 EF1577'
 EF1577'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1827 ***********************************************************************
 DJ1827  DESIGNATION -  COAL
 DJ1827  PID         -  DJ1827
 DJ1827  STATE/COUNTY-  AL/PICKENS
 DJ1827  USGS QUAD   -  REFORM SW (1985)
 DJ1827
 DJ1827                         *CURRENT SURVEY CONTROL
 DJ1827  ___________________________________________________________________
 DJ1827* NAD 83(1992)-  33 19 06.12962(N)    088 08 19.41917(W)     ADJUSTED  
 DJ1827* NAVD 88     -       132.58   (+/-2cm)     435.0    (feet)  VERTCON   
 DJ1827  ___________________________________________________________________
 DJ1827  LAPLACE CORR-          -0.59  (seconds)                    DEFLEC99
 DJ1827  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DJ1827
 DJ1827  HORZ ORDER  -  SECOND
 DJ1827  VERT ORDER  -  THIRD ? (See Below)
 DJ1827
 DJ1827.The horizontal coordinates were established by classical geodetic methods
 DJ1827.and adjusted by the National Geodetic Survey in December 1992..
 DJ1827
 DJ1827.The NAVD 88 height was computed by applying the VERTCON shift value to
 DJ1827.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DJ1827.The vertical order pertains to the NGVD 29 superseded value.
 DJ1827
 DJ1827.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1827
 DJ1827.The geoid height was determined by GEOID03.
 DJ1827
 DJ1827;                    North         East     Units Scale Factor Converg.
 DJ1827;SPC AL W     -   368,101.690   540,527.630   MT  0.99997693   -0 21 03.1
 DJ1827;UTM  16      - 3,687,160.913   394,005.713   MT  0.99973851   -0 37 32.0
 DJ1827
 DJ1827!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1827!SPC AL W     -   0.99998367  x   0.99997693  =   0.99996060
 DJ1827!UTM  16      -   0.99998367  x   0.99973851  =   0.99972219
 DJ1827
 DJ1827:                Primary Azimuth Mark                     Grid Az
 DJ1827:SPC AL W     -  REFORM RAD STA KIA 889 MAST              067 57 26.9
 DJ1827:UTM  16      -  REFORM RAD STA KIA 889 MAST              068 13 55.8
 DJ1827
 DJ1827|---------------------------------------------------------------------|
 DJ1827| PID    Reference Object                     Distance      Geod. Az  |
 DJ1827|                                                           dddmmss.s |
 DJ1827| DJ1821 REFORM RAD STA KIA 889 MAST         APPROX.12.3 KM 0673623.8 |
 DJ1827| DJ1820 REFORM WESTINGHOUSE TANK            APPROX.11.6 KM 0710249.5 |
 DJ1827| DJ1826 CARROLLTON MUNICIPAL TANK           APPROX. 7.0 KM 1460553.6 |
 DJ1827| DJ1825 CARROLLTON LOOKOUT TOWER            APPROX. 5.4 KM 1593827.8 |
 DJ1827| DJ1832 RADIO STATION WRAG MAST             APPROX.11.8 KM 1602239.7 |
 DJ1827| CG1390 COAL RM 2                            25.190 METERS 21053     |
 DJ1827| DJ1838 PICKENS                             APPROX.16.4 KM 2112054.3 |
 DJ1827| CG1391 COAL RM 3                            17.388 METERS 28036     |
 DJ1827| CG1389 COAL RM 1                            28.905 METERS 35438     |
 DJ1827|---------------------------------------------------------------------|
 DJ1827
 DJ1827                          SUPERSEDED SURVEY CONTROL
 DJ1827
 DJ1827  NAD 83(1986)-  33 19 06.13640(N)    088 08 19.42011(W) AD(       ) 2
 DJ1827  NAD 27      -  33 19 05.70800(N)    088 08 19.31700(W) AD(       ) 2
 DJ1827  NGVD 29 (07/19/86)  132.53   (m)          434.8    (f) LEVELING    3  
 DJ1827
 DJ1827.Superseded values are not recommended for survey control.
 DJ1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1827.See file dsdata.txt to determine how the superseded data were derived.
 DJ1827
 DJ1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9400687161(NAD 83)
 DJ1827_MARKER: DS = TRIANGULATION STATION DISK
 DJ1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1827_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DJ1827+SATELLITE: SATELLITE OBSERVATIONS - April 20, 2005
 DJ1827
 DJ1827  HISTORY     - Date     Condition        Report By
 DJ1827  HISTORY     - 1955     MONUMENTED       CGS
 DJ1827  HISTORY     - 1974     GOOD             NGS
 DJ1827  HISTORY     - 1974     GOOD             LOCENG
 DJ1827  HISTORY     - 20050420 GOOD             ALHD
 DJ1827
 DJ1827                          STATION DESCRIPTION
 DJ1827
 DJ1827'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1827'STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF REFORM AND 4 MILES
 DJ1827'NORTHWEST OF CARROLLTON, ON THE NORTH EDGE OF A WOODED RIDGE AND
 DJ1827'IS ON PROPERTY OWNED BY MR. J.G. COLEMAN.  IT IS 31 FEET EAST OF
 DJ1827'THE CENTER OF A GRAVEL ROAD AND 3 FEET SOUTHWEST OF A WHITE
 DJ1827'WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED COAL
 DJ1827'1955.
 DJ1827'
 DJ1827'REFERENCE MARK NO. 1 IS 20 FEET WEST OF THE CENTER OF THE GRAVEL
 DJ1827'ROAD AND IS IN THE EDGE OF A CULTIVATED FIELD.  THE MARK IS
 DJ1827'FLUSH AND THE DISK IS STAMPED COAL NO 1 1955.
 DJ1827'
 DJ1827'REFERENCE MARK NO. 2 IS 26 FEET EAST OF THE CENTER OF THE GRAVEL
 DJ1827'ROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED COAL NO 2 1955.
 DJ1827'
 DJ1827'BENCH MARK S 199 IS ABOUT 100 FEET NORTHEAST OF THE NORTHEAST CORNER
 DJ1827'OF A SINGLE STORY FRAME HOUSE, 27 FEET SOUTH OF A 6 INCH PEACH TREE,
 DJ1827'16 FEET EAST OF THE CENTER OF A GRAVEL ROAD AND 1 FOOT NORTH OF A
 DJ1827'WHITE WITNESS POST.  THE MARK IS AN 8 X 8 INCH CONCRETE POST,
 DJ1827'FLUSH WITH THE GROUND WITH A STANDARD USC AND GS BENCH MARK DISK
 DJ1827'IN THE TOP STAMPED S 199 1946.  NOTE- THIS MARK IS NOT VISIBLE
 DJ1827'FROM THE GROUND WITHOUT EXTENSIVE CLEARING.
 DJ1827'
 DJ1827'NO SUITABLE PLACE COULD BE FOUND FOR AN AZIMUTH MARK.
 DJ1827'
 DJ1827'TO REACH THE STATION FROM NORTH SIDE OF THE PICKENS COUNTY COURTHOUSE
 DJ1827'IN CARROLLTON, GO NORTH ON PAVED ROAD FOR 4.4 MILES TO A SIDE ROAD
 DJ1827'LEFT, TURN LEFT AND GO WESTERLY ON GRAVEL ROAD FOR 1.5 MILE TO A T
 DJ1827'INTERSECTION AT THE TOP OF A HILL (*) TURN RIGHT AND GO NORTHEAST
 DJ1827'ON GRAVEL ROAD FOR 0.05 MILE TO CREST OF RIDGE AND STATION ON THE
 DJ1827'RIGHT, EAST SIDE OF ROAD AS DESCRIBED.
 DJ1827'
 DJ1827'TO REACH BENCH MARK S 199 FROM THIS POINT (*) GO SOUTHWEST ON GRAVEL
 DJ1827'ROAD FOR 0.2 MILE TO A FORK, TAKE LEFT FORK AND GO SOUTHERLY ON
 DJ1827'GRAVEL ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT, EAST SIDE OF ROAD
 DJ1827'AS DESCRIBED.
 DJ1827'
 DJ1827'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ1827
 DJ1827                          STATION RECOVERY (1974)
 DJ1827
 DJ1827'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 DJ1827'THE STATION WAS VISITED 9-12-74 AND THE STATION MARK AND RM NO 1
 DJ1827'WERE RECOVERED IN GOOD CONDITION.  RM NO 2 WAS FOUND LEANING ABOUT
 DJ1827'30 DEG TO THE WEST AND THE DISK WAS RECLAIMED.  BM S-199 1946 WAS
 DJ1827'SEARCHED FOR BUT NOT FOUND AND IS BELIEVED DESTROYED BY GRADING
 DJ1827'FOR A NEW ROAD.  A NEW REFERENCE MARK WAS ESTABLISHED AT THIS
 DJ1827'DATE.  A NEW DESCRIPTION FOLLOWS--
 DJ1827'
 DJ1827'TO REACH THE STATION FROM THE NORTH SIDE OF THE COURTHOUSE SQUARE IN
 DJ1827'CARROLLTON, GO NORTH ON A PAVED ROAD FOR 4.4 MILES TO A GRADED SIDE
 DJ1827'ROAD ON THE LEFT.  TURN LEFT AND GO WESTERLY ON A GRADED ROAD FOR
 DJ1827'1.5 MILES TO A GRADED SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO
 DJ1827'NORTHWEST THEN NORTH ON A GRADED ROAD FOR 0.1 MILE TO THE TOP
 DJ1827'OF A RIDGE AND THE STATION ON THE RIGHT.
 DJ1827'
 DJ1827'THE STATION IS LOCATED ABOUT 8 MILES SOUTHWEST OF REFORM AND 4 MILES
 DJ1827'NORTHWEST OF CARROLLTON ON THE NORTH EDGE OF A WOODED RIDGE, 32.5
 DJ1827'FEET EAST OF THE CENTER OF A GRADED ROAD, 4.8 FEET NORTHEAST OF A 5
 DJ1827'INCH PINE TREE AT THE EDGE OF THE WOODS AND 1 FOOT EAST OF A METAL
 DJ1827'WITNESS POST AND SIGN.  THE MARK IS FLUSH WITH THE GROUND AND THE
 DJ1827'DISK IS STAMPED COAL 1955.
 DJ1827'
 DJ1827'REFERENCE MARK NO 1 IS 22 FEET NORTHEAST OF A 16 INCH PINE TREE AT
 DJ1827'THE EDGE OF THE WOODS, 19 FEET WEST OF THE CENTER OF A GRADED ROAD
 DJ1827'AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.  THE MARK IS
 DJ1827'FLUSH WITH THE GROUND AND THE DISK IS STAMPED COAL NO 1 1955.
 DJ1827'
 DJ1827'REFERENCE MARK NO 3 IS 23 FEET WEST OF THE CENTER OF A GRADED ROAD,
 DJ1827'4 FEET SOUTHEAST OF A 12 INCH PINE TREE AT THE EDGE OF THE WOODS AND
 DJ1827'1 FOOT WEST OF A METAL WITNES POST AND SIGN.  IT IS A ROUND
 DJ1827'CONCRETE MARK SET FLUSH WITH THE GROUND AND THE DISK IS STAMPED
 DJ1827'COAL 1955 NO 3 1974.
 DJ1827'
 DJ1827'THE DISTANCE BETWEEN RM NO 1 AND RM NO 3 IS 96.260 FEET.
 DJ1827'
 DJ1827'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 DJ1827'OF CARROLLTON.
 DJ1827
 DJ1827                          STATION RECOVERY (1974)
 DJ1827
 DJ1827'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB)
 DJ1827'COAL 1955 RECOVERED EXCELLENT.  FOUND STA AND BOTH RMS.  RM 2 HAS
 DJ1827'BEEN SLIGHTLY DISTURBED AND IS CLEANING TO THE WEST A LITTLE BIT.
 DJ1827'
 DJ1827'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI. N.W. CARROLLTON.
 DJ1827
 DJ1827                          STATION RECOVERY (2005)
 DJ1827
 DJ1827'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DJ1827'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2674 ***********************************************************************
 DH2674  DESIGNATION -  COAL FIRE RESET
 DH2674  PID         -  DH2674
 DH2674  STATE/COUNTY-  AL/LAMAR
 DH2674  USGS QUAD   -  KENNEDY (1982)
 DH2674
 DH2674                         *CURRENT SURVEY CONTROL
 DH2674  ___________________________________________________________________
 DH2674* NAD 83(1992)-  33 32 09.81701(N)    087 59 40.44125(W)     ADJUSTED  
 DH2674* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 DH2674  ___________________________________________________________________
 DH2674  LAPLACE CORR-           0.13  (seconds)                    DEFLEC99
 DH2674  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DH2674
 DH2674  HORZ ORDER  -  THIRD
 DH2674
 DH2674.The horizontal coordinates were established by classical geodetic methods
 DH2674.and adjusted by the National Geodetic Survey in December 1992..
 DH2674
 DH2674.The orthometric height was scaled from a topographic map.
 DH2674
 DH2674.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2674
 DH2674.The geoid height was determined by GEOID03.
 DH2674
 DH2674;                    North         East     Units Scale Factor Converg.
 DH2674;SPC AL W     -   392,172.071   554,065.477   MT  0.99995934   -0 16 23.6
 DH2674;UTM  16      - 3,711,160.012   407,655.771   MT  0.99970513   -0 32 58.2
 DH2674
 DH2674!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2674!SPC AL W     -   0.99998198  x   0.99995934  =   0.99994132
 DH2674!UTM  16      -   0.99998198  x   0.99970513  =   0.99968711
 DH2674
 DH2674|---------------------------------------------------------------------|
 DH2674| PID    Reference Object                     Distance      Geod. Az  |
 DH2674|                                                           dddmmss.s |
 DH2674| CG1395 COALFIRE RM 3                        31.047 METERS 05630     |
 DH2674| CG1392 COALFIRE AZ MK                                     0650720.4 |
 DH2674| CG1393 COALFIRE RM 1                        23.262 METERS 15928     |
 DH2674| CG1394 COALFIRE RM 2                        25.142 METERS 32333     |
 DH2674| CG2796 PKM 16                                             35105     |
 DH2674|---------------------------------------------------------------------|
 DH2674
 DH2674                          SUPERSEDED SURVEY CONTROL
 DH2674
 DH2674  NAD 83(1986)-  33 32 09.82242(N)    087 59 40.44214(W) AD(       ) 3
 DH2674  NAD 27      -  33 32 09.40800(N)    087 59 40.35700(W) AD(       ) 3
 DH2674
 DH2674.Superseded values are not recommended for survey control.
 DH2674.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2674.See file dsdata.txt to determine how the superseded data were derived.
 DH2674
 DH2674_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0765611160(NAD 83)
 DH2674_MARKER: DS = TRIANGULATION STATION DISK
 DH2674_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2674_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2674
 DH2674  HISTORY     - Date     Condition        Report By
 DH2674  HISTORY     - 1975     MONUMENTED       NGS
 DH2674
 DH2674                          STATION DESCRIPTION
 DH2674
 DH2674'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 DH2674'THE STATION WAS VISITED 8-20-75 AND THE STATION SURFACE MARK,
 DH2674'REFERENCE MARK NO 1 AND THE AZIMUTH MARK WERE FOUND DESTROYED.
 DH2674'REFERENCE MARK NO 2 WAS FOUND IN GOOD CONDITION EXCEPT THE DISK
 DH2674'HAD BEEN BATTERED.  THE STATION MARK WAS RESET OVER THE
 DH2674'UNDERGROUND MARK AND A NEW REFERENCE AND AZIMUTH MARK WAS
 DH2674'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 DH2674'
 DH2674'THE STATION IS LOCATED ABOUT 5 MILES SOUTHEAST OF MILLPORT, 11.5
 DH2674'MILES NORTH OF REFORM, ON THE WEST SIDE OF STATE HIGHWAY 17.
 DH2674'
 DH2674'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 17 IN
 DH2674'THE NORTH EDGE OF REFORM, GO NORTH ON STATE HIGHWAY 17 FOR 11.7
 DH2674'MILES TO A CROSSROAD AND STATION IN SOUTHWEST ANGLE OF
 DH2674'INTERSECTION.
 DH2674'
 DH2674'THE STATION IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 DH2674'COALFIRE 1950 1975, SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH
 DH2674'THE GROUND.  IT IS 90.3 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 DH2674'CORNER OF HOUSE, 55.5 FEET WEST OF THE CENTER OF STATE HIGHWAY 17,
 DH2674'54.5 FEET SOUTH OF THE CENTER OF GRAVEL ROAD AND 1 FOOT EAST OF
 DH2674'A METAL WITNESS POST AND SIGN.
 DH2674'
 DH2674'REFERENCE MARK NO 2 IS A REFERENCE MARK DISK, STAMPED COALFIRE NO 2
 DH2674'1950, SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 DH2674'IN LAWN OF HOUSE, 88 FEET WEST OF THE CENTER OF STATE HIGHWAY 17,
 DH2674'22 FEET NORTH OF THE CENTER OF GRAVEL ROAD, 17.5 FEET SOUTHWEST OF
 DH2674'THE SOUTHWEST CORNER OF THE SOUTH WING OF HOUSE AND 6.5 FEET
 DH2674'NORTH OF WHITE WOODEN FENCE.
 DH2674'
 DH2674'REFERENCE MARK NO 3 IS A REFERENCE MARK DISK, STAMPED COALFIRE 1950
 DH2674'NO 3 1975 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 DH2674'GROUND.  IT IS 48 FEET SOUTH OF THE CENTER OF A PAVED ROAD, 40.5
 DH2674'FEET EAST OF THE CENTER OF STATE HIGHWAY 17, 1.7 FEET SOUTH OF A
 DH2674'POWER POLE AND 1.5 FEET NORTH OF A METAL WITNESS POST AND SIGN.
 DH2674'
 DH2674'THE DISTANCE BETWEEN REFERENCE MARKS NO 2 AND NO 3 = 134.352 FEET,
 DH2674'40.951 METERS.
 DH2674'
 DH2674'THE AZIMUTH MARK IS A ALABAMA STATE HIGHWAY DEPARTMENT DISK, STAMPED
 DH2674'PKM 16 1966, SET IN TOP OF A SQUARE CONCRETE POST FLUSH THE
 DH2674'GROUND.  IT IS 0.35 MILE NORTH OF THE STATION, 146 FEET
 DH2674'SOUTH-SOUTHEAST OF THE CENTER OF A GRAVEL DRIVEWAY, 34.4 FEET OF
 DH2674'THE CENTER OF STATE HIGHWAY 17, 18.3 FEET SOUTHWEST OF A POWER POLE
 DH2674'AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN.
 DH2674'
 DH2674'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON STATE HIGHWAY
 DH2674'17 FOR 0.35 MILE TO THE MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2529 ***********************************************************************
 DH2529  DESIGNATION -  COALING
 DH2529  PID         -  DH2529
 DH2529  STATE/COUNTY-  AL/TUSCALOOSA
 DH2529  USGS QUAD   -  COALING (1978)
 DH2529
 DH2529                         *CURRENT SURVEY CONTROL
 DH2529  ___________________________________________________________________
 DH2529* NAD 83(1992)-  33 08 53.06209(N)    087 21 36.50977(W)     ADJUSTED  
 DH2529* NAVD 88     -       170.9    (meters)     561.     (feet)  VERTCON   
 DH2529  ___________________________________________________________________
 DH2529  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DH2529  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH2529
 DH2529  HORZ ORDER  -  FIRST
 DH2529
 DH2529.The horizontal coordinates were established by classical geodetic methods
 DH2529.and adjusted by the National Geodetic Survey in December 1992..
 DH2529
 DH2529.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2529.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2529
 DH2529.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2529
 DH2529.The geoid height was determined by GEOID03.
 DH2529
 DH2529;                    North         East     Units Scale Factor Converg.
 DH2529;SPC AL W     -   349,042.211   613,047.476   MT  0.99993543   +0 04 35.3
 DH2529;UTM  16      - 3,667,760.224   466,413.291   MT  0.99961391   -0 11 48.9
 DH2529
 DH2529!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2529!SPC AL W     -   0.99997774  x   0.99993543  =   0.99991317
 DH2529!UTM  16      -   0.99997774  x   0.99961391  =   0.99959166
 DH2529
 DH2529|---------------------------------------------------------------------|
 DH2529| PID    Reference Object                     Distance      Geod. Az  |
 DH2529|                                                           dddmmss.s |
 DH2529| CF9661 ET 2 JRH RM 2                        10.675 METERS 00349     |
 DH2529| CG1396 COALING AZ MK                                      0455208.9 |
 DH2529| DH2527 VOR BROOKWOOD OKW                   APPROX.14.3 KM 0455319.3 |
 DH2529| DH2528 ET 2 JRH                             15.589 METERS 04712     |
 DH2529| DH2542 TUSCALOOSA RURAL STANDPIPE          APPROX.11.2 KM 2523613.0 |
 DH2529| DH2609 TUSCALOOSA ST HWY DEPT MAST         APPROX.13.2 KM 2793247.5 |
 DH2529| DH2551 TUSCALOOSA TV STA WCFT MAST         APPROX.12.1 KM 2835710.1 |
 DH2529| DH2553 TUSCALOOSA VET HOSP E TANK          APPROX.12.6 KM 2910223.9 |
 DH2529| DH2554 TUSCALOOSA ST HWY PATROL MAST       APPROX. 6.7 KM 2951815.7 |
 DH2529| DH2555 TUSCALOOSA CABLE TV MAST            APPROX.12.9 KM 2955118.8 |
 DH2529| DH2549 TUSCALOOSA E MUN TANK               APPROX.13.5 KM 2984857.4 |
 DH2529|---------------------------------------------------------------------|
 DH2529
 DH2529                          SUPERSEDED SURVEY CONTROL
 DH2529
 DH2529  NAD 83(1986)-  33 08 53.06834(N)    087 21 36.51296(W) AD(       ) 1
 DH2529  NAD 27      -  33 08 52.63941(N)    087 21 36.50828(W) AD(       ) 1
 DH2529  NGVD 29 (07/19/86)  170.9    (m)          561.     (f) VERT ANG       
 DH2529
 DH2529.Superseded values are not recommended for survey control.
 DH2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2529.See file dsdata.txt to determine how the superseded data were derived.
 DH2529
 DH2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6641367760(NAD 83)
 DH2529_MARKER: DS = TRIANGULATION STATION DISK
 DH2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2529_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2529
 DH2529  HISTORY     - Date     Condition        Report By
 DH2529  HISTORY     - 1970     MONUMENTED       NGS
 DH2529
 DH2529                          STATION DESCRIPTION
 DH2529
 DH2529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 DH2529'THE STATION IS LOCATED ON A HIGH WOODED HILL, ABOUT 13-1/4 MILES
 DH2529'EAST-SOUTHEAST OF TUSCALOOSA, 2-1/4 MILES SOUTH OF INTERSTATE
 DH2529'HIGHWAY 59 AND 1-3/4 MILES SOUTHWEST OF COALING.  IT IS IN THE
 DH2529'NORTHWEST 1/4 OF SECTION 10, T. 22 S., R. 8 W. AND ON PROPERTY OF
 DH2529'THE GULF STATES PAPER CORPORATION, POST OFFICE BOX 3199,
 DH2529'TUSCALOOSA, ALABAMA.
 DH2529'
 DH2529'TO REACH THE STATION FROM THE POST OFFICE IN COALING, GO SOUTH ON A
 DH2529'PAVED ROAD FOR 0.15 MILE TO A FORK.  BEAR RIGHT AND GO IN A WESTERLY
 DH2529'DIRECTION ON A PAVED ROAD FOR 0.5 MILE TO A FORK JUST AFTER PASSING
 DH2529'A CEMETERY ON THE RIGHT.  BEAR RIGHT AND GO IN A WESTERLY
 DH2529'DIRECTION ON A DIRT ROAD FOR 0.45 MILE TO A FORK.  BEAR LEFT AND GO
 DH2529'SOUTH ON A DIRT ROAD FOR 0.05 MILE TO THE AZIMUTH MARK ON THE
 DH2529'RIGHT.  CONTINUE SOUTH ON THE DIRT ROAD FOR 0.1 MILE TO A SIDE
 DH2529'ROAD RIGHT JUST BEFORE REACHING AN IRON GATE.  TURN RIGHT, GO WEST
 DH2529'AND SOUTH ON A BLADED ROAD FOR 0.6 MILE TO THE TOP OF HILL AND THE
 DH2529'STATION ON THE RIGHT.
 DH2529'
 DH2529'STATION MARKS ARE STANDARD DISK STAMPED COALING 1970.  THE SURFACE
 DH2529'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 DH2529'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 24 FEET
 DH2529'WEST OF THE CENTER OF THE DIRT ROAD, 11.8 FEET NORTHEAST OF A 6-INCH
 DH2529'TRIANGULAR BLAZED PINE TREE AND 3 FEET NORTHWEST OF A METAL
 DH2529'WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 DH2529'IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND SURFACE.
 DH2529'
 DH2529'ET 2 JRH, A U.S. GEOLOGICAL SURVEY STATION MARK DISK STAMPED ET 2
 DH2529'JRH 1967, CRIMPED TO THE TOP OF A 15 FOOT COPPER ROD ENCASED IN THE
 DH2529'CENTER OF A 6-INCH ORANGEBURG PIPE FLUSH WITH THE GROUND SURFACE.
 DH2529'IT IS 14 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 1.7 FEET
 DH2529'EAST OF A METAL WITNESS POST.
 DH2529'
 DH2529'ET 2 JRH RM 2, A U.S. GEOLOGICAL SURVEY STATION MARK DISK STAMPED
 DH2529'ET 2 JRH 1967 RM 2, CRIMPED TO THE TOP OF A 10 FOOT COPPER ROD
 DH2529'WHICH IS ENCASED IN THE CENTER OF A 6-INCH ORANGEBURG PIPE FLUSH
 DH2529'WITH THE GROUND SURFACE.  IT IS 36 FEET NORTH OF THE METAL WITNESS
 DH2529'POST SET BY THE STATION MARK AND 20 FEET WEST OF THE CENTER OF
 DH2529'THE DIRT ROAD.
 DH2529'
 DH2529'THE AZIMUTH MARK, A STANDARD DISK STAMPED COALING 1970, SET IN THE
 DH2529'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 DH2529'INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET WEST OF THE CENTER OF
 DH2529'THE DIRT ROAD, 3 FEET SOUTH OF POWER LINE POLE NUMBER 2 AND 2.6
 DH2529'FEET SOUTHWEST OF A METAL WITNESS POST.
 DH2529'
 DH2529'THE AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND.
 DH2529'
 DH2529'THE INTERSECTION STATIONS MENTIONED BELOW WOULD BE VISIBLE FROM THE
 DH2529'GROUND WITH A SMALL AMOUNT OF CLEARING.
 DH2529'
 DH2529'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0695 ***********************************************************************
 BT0695  DESIGNATION -  COATES
 BT0695  PID         -  BT0695
 BT0695  STATE/COUNTY-  AL/HENRY
 BT0695  USGS QUAD   -  FORT GAINES NW (1980)
 BT0695
 BT0695                         *CURRENT SURVEY CONTROL
 BT0695  ___________________________________________________________________
 BT0695* NAD 83(1992)-  31 43 38.06633(N)    085 08 54.52224(W)     ADJUSTED  
 BT0695* NAVD 88     -       117.415  (meters)     385.22   (feet)  ADJUSTED  
 BT0695  ___________________________________________________________________
 BT0695  LAPLACE CORR-          -0.81  (seconds)                    DEFLEC99
 BT0695  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BT0695  DYNAMIC HT  -         117.277 (meters)     384.77  (feet)  COMP
 BT0695  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 BT0695
 BT0695  HORZ ORDER  -  FIRST
 BT0695  VERT ORDER  -  SECOND    CLASS 0
 BT0695
 BT0695.The horizontal coordinates were established by classical geodetic methods
 BT0695.and adjusted by the National Geodetic Survey in September 1997..
 BT0695
 BT0695.The orthometric height was determined by differential leveling
 BT0695.and adjusted by the National Geodetic Survey in June 1991..
 BT0695
 BT0695.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT0695
 BT0695.The geoid height was determined by GEOID03.
 BT0695
 BT0695.The dynamic height is computed by dividing the NAVD 88
 BT0695.geopotential number by the normal gravity value computed on the
 BT0695.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0695.degrees latitude (g = 980.6199 gals.).
 BT0695
 BT0695.The modeled gravity was interpolated from observed gravity values.
 BT0695
 BT0695;                    North         East     Units Scale Factor Converg.
 BT0695;SPC AL E     -   136,264.483   264,903.037   MT  1.00001193   +0 21 36.6
 BT0695;SPC GA W     -   191,894.359   606,959.185   MT  1.00000673   -0 30 58.9
 BT0695;SPC GA W     -   629,573.41  1,991,331.93   sFT  1.00000673   -0 30 58.9
 BT0695;UTM  16      - 3,511,693.833   675,415.603   MT  0.99997951   +0 58 26.1
 BT0695
 BT0695!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT0695!SPC AL E     -   0.99998568  x   1.00001193  =   0.99999761
 BT0695!SPC GA W     -   0.99998568  x   1.00000673  =   0.99999241
 BT0695!UTM  16      -   0.99998568  x   0.99997951  =   0.99996519
 BT0695
 BT0695|---------------------------------------------------------------------|
 BT0695| PID    Reference Object                     Distance      Geod. Az  |
 BT0695|                                                           dddmmss.s |
 BT0695| BT0696 COATES RM 1                          27.825 METERS 09934     |
 BT0695| BT0653 PRICE                               APPROX. 6.9 KM 1932647.3 |
 BT0695| BT0694 COATES RM 2                          30.270 METERS 21900     |
 BT0695| BT0693 COATES AZ MK                                       3313107.6 |
 BT0695|---------------------------------------------------------------------|
 BT0695
 BT0695                          SUPERSEDED SURVEY CONTROL
 BT0695
 BT0695  NAD 83(1992)-  31 43 38.07126(N)    085 08 54.52236(W) AD(       ) 1
 BT0695  NAD 83(1986)-  31 43 38.07760(N)    085 08 54.51576(W) AD(       ) 1
 BT0695  NAD 27      -  31 43 37.48300(N)    085 08 54.76100(W) AD(       ) 1
 BT0695  NGVD 29 (??/??/92)  117.479  (m)          385.43   (f) ADJ UNCH    2 0
 BT0695
 BT0695.Superseded values are not recommended for survey control.
 BT0695.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0695.See file dsdata.txt to determine how the superseded data were derived.
 BT0695
 BT0695_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7541611694(NAD 83)
 BT0695_MARKER: DS = TRIANGULATION STATION DISK
 BT0695_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0695_STAMPING: COATES 1943
 BT0695_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0695
 BT0695  HISTORY     - Date     Condition        Report By
 BT0695  HISTORY     - 1943     MONUMENTED       CGS
 BT0695  HISTORY     - 1953     GOOD             CGS
 BT0695  HISTORY     - 1959     GOOD             CGS
 BT0695  HISTORY     - 1964     GOOD             CGS
 BT0695  HISTORY     - 1964     GOOD             NGS
 BT0695
 BT0695                          STATION DESCRIPTION
 BT0695
 BT0695'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT0695'THE STATION IS LOCATED ABOUT 15 MILES S OF THE CITY OF EUFAULA
 BT0695'ON LAND OWNED BY MR. COATES.  IT IS SITUATED ON THE HIGHEST
 BT0695'POINT OF A NARROW STRIP OF OPEN WOOD-LAND AT THE S SIDE OF A
 BT0695'CULTIVATED FIELD.  IT IS 69 FEET N OF A PRIVATE ROAD AND 14
 BT0695'FEET WSW OF A 6-INCH PINE TREE AND IS STAMPED COATES 1943 AND
 BT0695'PROJECTS 6 INCHES.
 BT0695'
 BT0695'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT0695'DISKS SET IN CONCRETE.
 BT0695'
 BT0695'REFERENCE MARK NO. 1 IS E OF THE STATION, ON THE SE SLOPE OF
 BT0695'THE HILL, 16 FEET SE OF AN 8-INCH PINE TREE.  IT IS STAMPED
 BT0695'COATES NO. 1 1943 AND PROJECTS 8 INCHES.
 BT0695'
 BT0695'REFERENCE MARK NO. 2 IS SW OF THE STATION, 9 FEET SE OF THE
 BT0695'CENTER OF A PRIVATE ROAD AND ON THE SW SLOPE OF THE HILL.  IT
 BT0695'IS STAMPED COATES NO. 2 1943 AND PROJECTS 8 INCHES.
 BT0695'
 BT0695'THE AZIMUTH MARK IS 0.5 MILE BY ROAD NW OF THE STATION, 12 FEET
 BT0695'SE OF THE SE CORNER OF A BARN AND 20 FEET W OF THE CENTER OF A
 BT0695'DIRT ROAD LEADING TO THE STATION.  IT IS STAMPED COATES 1943
 BT0695'AND PROJECTS 6 INCHES.
 BT0695'
 BT0695'TO REACH THE STATION FROM THE MONUMENT ON BROAD STREET IN
 BT0695'EUFAULA GO S ON U.S. HIGHWAY 241 TOWARDS ABBEVILLE FOR 6.4 MILES
 BT0695'TO A SERVICE STATION AND A FORKS, TAKE THE LEFT FORK (DIRT) AND
 BT0695'GO 4.3 MILES TO A FORKS.  TAKE THE LEFT FORK AND GO 0.9 MILE TO
 BT0695'THE AZIMUTH MARK ON THE RIGHT.  CONTINUE STRAIGHT AHEAD FOR 0.5
 BT0695'MILE TO A PRIVATE FARM ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO THE
 BT0695'HIGHEST POINT AND THE STATION.
 BT0695'
 BT0695'A 90-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION RICHARDS.
 BT0695'
 BT0695'A 90-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION CLAY.
 BT0695'
 BT0695'A 90-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION BASCOM.
 BT0695'
 BT0695'A 90-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION GARRISON.
 BT0695'
 BT0695'A 90-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION EUFAULA.
 BT0695'
 BT0695'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION PRICE.
 BT0695'
 BT0695'A 100-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION KELLEY.
 BT0695'
 BT0695'HEIGHT OF LIGHT ABOVE STATION MARK - 27 METERS.
 BT0695
 BT0695                          STATION RECOVERY (1953)
 BT0695
 BT0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (CS)
 BT0695'THE STATION IS LOCATED ABOUT 15 MI. S OF THE CITY OF EUFAULA,
 BT0695'ABOUT 5.95 MI. SE OF THE VILLAGE OF TERESE, ABOUT 0.65 MI. N OF
 BT0695'FREE GIFT SCHOOL, ON PROPERTY OWNED BY MR. COATES, 74 FT. N OF
 BT0695'THE CENTERLINE OF A DIRT ROAD, 6 FT. NW OF THE CENTER OF A
 BT0695'TRAIL TO A FIELD, 5 YDS. S OF THE S EDGE OF A FIELD, IN THE
 BT0695'TOP OF A CONCRETE POST PROJECTING 6 IN., AND STAMPED COATES
 BT0695'1943.
 BT0695'
 BT0695'REFERENCE MARK 1 IS 91.24 FT. (27.812 M.) E OF THE STATION,
 BT0695'66 FT. N OF THE CENTERLINE OF THE ROAD, 6 YDS. S OF THE S
 BT0695'EDGE OF A CULTIVATED FIELD, IN THE TOP OF A CONCRETE POST
 BT0695'PROJECTING 6 IN., AND STAMPED COATES NO 1 1943.
 BT0695'
 BT0695'REFERENCE MARK 2 IS 99.305 FT. (30.268 M.) S-SW AND ACROSS THE
 BT0695'ROAD FROM THE STATION MARK, 7 FT. S OF THE CENTERLINE OF THE
 BT0695'ROAD, 165 FT. W-SW AND ACROSS THE ROAD FROM REFERENCE MARK 1,
 BT0695'IN THE TOP OF A CONCRETE POST PROJECTING 5 IN., AND STAMPED
 BT0695'COATES NO 2 1943.
 BT0695'
 BT0695'AZIMUTH MARK IS ABOUT 0.05 MI. W AND 0.45 MI. N ALONG ROADS
 BT0695'FROM THE STATION MARK, 18 FT. W OF THE CENTERLINE OF THE ROAD,
 BT0695'53 FT. S OF THE CENTERLINE OF A ROAD W, 12 FT. SE OF THE SE
 BT0695'CORNER OF AN OLD STORE BUILDING, 2 FT. N OF A FENCE CORNER, 95
 BT0695'FT. W AND ACROSS THE ROAD FROM THE SW CORNER OF AN UNPAINTED
 BT0695'FARMHOUSE, ABOUT LEVEL WITH THE ROAD, IN THE TOP OF A CONCRETE
 BT0695'POST PROJECTING 6 IN., AND STAMPED COATES 1943.
 BT0695'
 BT0695'TO REACH THE STATION FROM A GROUP OF STORES AT TERESE, GO S
 BT0695'ALONG U.S. HIGHWAY 241 FOR ABOUT 0.4 MI. TO THE JUNCTION OF
 BT0695'A BLACK-TOP ROAD LEADING SE, THENCE ABOUT 4.05 MI. SE ALONG THE
 BT0695'BLACK-TOP ROAD AND ITS EXTENSION, THENCE ABOUT 1.0 MI. S ALONG A
 BT0695'GRADED ROAD TO THE AZIMUTH MARK ON THE RIGHT, CONTINUE S ALONG
 BT0695'A GRADED ROAD FOR ABOUT 0.45 MI. TO THE JUNCTION OF A DIRT ROAD
 BT0695'E AT A POINT ABOUT 0.6 MI. N OF FREE GIFT SCHOOL (CONCRETE-BLOCK
 BT0695'BUILDING), THENCE ABOUT 0.05 MI. E ALONG A DIRT ROAD TO THE
 BT0695'STATION.
 BT0695'
 BT0695'ALL MARKS APPEAR IN GOOD CONDITION.  DISTANCE TO REFERENCE
 BT0695'MARK 1 WAS CHECKED CAREFULLY AND IS BELIEVED CORRECT AS STATED
 BT0695'ABOVE.
 BT0695
 BT0695                          STATION RECOVERY (1959)
 BT0695
 BT0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 BT0695'STATION, AZIMUTH AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 BT0695'DISTANCES TO REFERENCE MARKS AND ANGLE BETWEEN REFERENCE MARKS
 BT0695'CHECKED AND VERIFIED.  DESCRIPTION ADEQUATE AND CORRECT EXCEPT
 BT0695'FOR THE FOLLOWING.  STATION IS 7.0 FEET NORTHWEST C/L FIELD ROAD,
 BT0695'47.0 FEET NORTH OF A 16 INCH OAK TREE, REFERENCE MARK NO. 1 IS
 BT0695'18.4 FEET NORTH-NORTHEAST OF 5 INCH PINE TREE, 14.5 FEET WEST OF
 BT0695'A 5 INCH PINE TREE, AND PROJECTS ABOUT 6 INCHES.  REFERENCE
 BT0695'MARK NO. 2 IS 64.0 FEET SOUTHWEST OF A 16 INCH OAK TREE AND
 BT0695'6.0 FEET SOUTH OF C/L IN OLD ROAD.
 BT0695
 BT0695                          STATION RECOVERY (1964)
 BT0695
 BT0695'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (AKH)
 BT0695'THE STATION WAS VISITED 8-20-64 AND THE STATION MARK, REFERENCE
 BT0695'MARKS NO. 1 AND 2 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH
 BT0695'MARK WAS FOUND DESTROYED AT THIS DATE AND THE DISK WAS RECLAIMED.
 BT0695'A NEW DESCIPTION FOLLOWS-
 BT0695'
 BT0695'THE STATION IS LOCATED ABOUT 15 MILES SOUTH OF EUFAULA, ABOUT
 BT0695'6 MILES SOUTHEAST OF THE VILLAGE OF TERESE, ABOUT 0.65 MILE
 BT0695'NORTH OF THE FREE GIFT SCHOOL, ON PROPERTY OWNED BY MR. COATES, ON
 BT0695'THE TOP OF A HILL AND AT THE SOUTH EDGE OF A CULTIVATED FIELD
 BT0695'IN A SMALL WOODED LOT WHICH IS NOT IN CULTIVATION.  IT IS 12
 BT0695'FEET SOUTH OF THE SOUTH EDGE OF THE FIELD, 7 FEET NORTHWEST OF
 BT0695'THE CENTER OF A FIELD ROAD, 77 FEET NORTHWEST OF THE CENTER
 BT0695'OF THE OLD ROAD, 49 FEET NNW OF AN 18-INCH OAK TREE, AND 1
 BT0695'FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 BT0695'DISK, STAMPED COATES 1943, PROJECTING 6 INCHES.
 BT0695'
 BT0695'REFERENCE MARK NO. 1 IS 91.24 FEET EAST OF THE STATION, 66 FEET
 BT0695'NORTH OF THE CENTER OF THE OLD ROAD, 27 FEET SOUTH OF THE CENTER
 BT0695'OF THE FORKS IN THE FIELD ROADS, 6 FEET WEST OF THE CENTER OF THE
 BT0695'FIELD ROAD ON THE EAST SIDE OF THE WOOD LOT, AND 1 FOOT WEST
 BT0695'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED COATES
 BT0695'NO 1 1943, PROJECTING 2 INCHES.
 BT0695'
 BT0695'REFERENCE MARK NO. 2 IS 99.31 FEET SOUTH OF THE STATION, 165
 BT0695'FEET WEST-SOUTHWEST OF REFERENCE MARK NO. 1, 88 FEET NORTH OF
 BT0695'THE CENTERLINE OF THE OLD ROAD, 13 FEET SOUTHEAST OF THE FORKS
 BT0695'IN THE ROD, 65 FEET SOUTHWEST OF THE 18-INCH LONE OAK TREE, AND 1
 BT0695'FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 BT0695'STAMPED COATES NO 2 1943, PROJECTING 8 INCHES.
 BT0695'
 BT0695'TO REACH THE STATION FROM THE MONUMENT ON BROAD STREET IN EUFAULA, GO
 BT0695'SOUTH ON U.S. HIGHWAY 241 FOR 6.4 MILE TO A FORK, TAKE LEFT FORK AND
 BT0695'GO SOUTH FOR 4.3 MILES TO A FORK, TAKE LEFT FORK AND GO SOUTH FOR
 BT0695'1.45 MILES TO A SIDE ROAD LEFT, TURN LEFT AND GO ABOUT 100 YARDS
 BT0695'TO A FORK, TAKE LEFT FORK AND GO 100 FEET TO A FORK, TAKE LEFT
 BT0695'FORK FOR ABOUT 50 FEET TO THE STATION ON THE LEFT AT THE SOUTH
 BT0695'EDGE OF A CULTIVATED FIELD.
 BT0695
 BT0695                          STATION RECOVERY (1964)
 BT0695
 BT0695'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 BT0695'6 MI SE FROM TERESE.
 BT0695'LOCATED 0.4 MILE SOUTH ALONG U.S. HIGHWAY 241 FROM A GROUP OF
 BT0695'STORES AND HOUSES IN TERESE, THENCE 4.05 MILE SOUTH ALONG A BLACK
 BT0695'TOP ROAD, THENCE SOUTHEAST ALONG A BLACK TOPPED ROAD FOR 1.45 MILE
 BT0695'TO A SIDE ROAD LEFT NEAR THE TOP OF A HILL AND MR. COATES STORE ON
 BT0695'THE RIGHT, TURN LEFT AND GO ABOUT 100 YARDS TO A FORK, TAKE LEFT
 BT0695'FORK AND GO ABOUT 100 FEET TO THE MARK ON THE LEFT.  IT IS 12 FEET
 BT0695'SOUTH OF THE SOUTH EDGE OF THE FIELD, 7 FEET NORTHWEST OF THE CENTER
 BT0695'OF A FIELD ROAD, 77 FEET NORTHWEST OF THE CENTER OF THE OLD ROAD,
 BT0695'49 FEET NNW OF AN 18-INCH OAK TREE, 99.3 FEET NE OF REFERENCE MARK
 BT0695'NO. 2 AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A
 BT0695'STANDARD DISK, STAMPED COATES 1943, PROJECTING 6 INCHES.  (NOTE 1A
 BT0695'AND 7A).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0696 ***********************************************************************
 BT0696  DESIGNATION -  COATES RM 1
 BT0696  PID         -  BT0696
 BT0696  STATE/COUNTY-  AL/HENRY
 BT0696  USGS QUAD   -  FORT GAINES NW (1980)
 BT0696
 BT0696                         *CURRENT SURVEY CONTROL
 BT0696  ___________________________________________________________________
 BT0696* NAD 83(1986)-  31 43 38.     (N)    085 08 57.     (W)     SCALED    
 BT0696* NAVD 88     -       116.196  (meters)     381.22   (feet)  ADJUSTED  
 BT0696  ___________________________________________________________________
 BT0696  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BT0696  DYNAMIC HT  -         116.059 (meters)     380.77  (feet)  COMP
 BT0696  MODELED GRAV-     979,461.1   (mgal)                       NAVD 88
 BT0696
 BT0696  VERT ORDER  -  SECOND    CLASS 0
 BT0696
 BT0696.The horizontal coordinates were scaled from a topographic map and have
 BT0696.an estimated accuracy of +/- 6 seconds.
 BT0696
 BT0696.The orthometric height was determined by differential leveling
 BT0696.and adjusted by the National Geodetic Survey in June 1991..
 BT0696
 BT0696.The geoid height was determined by GEOID03.
 BT0696
 BT0696.The dynamic height is computed by dividing the NAVD 88
 BT0696.geopotential number by the normal gravity value computed on the
 BT0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0696.degrees latitude (g = 980.6199 gals.).
 BT0696
 BT0696.The modeled gravity was interpolated from observed gravity values.
 BT0696
 BT0696;                    North         East    Units  Estimated Accuracy
 BT0696;SPC AL E     -   136,260.      264,840.      MT  (+/- 180 meters Scaled)
 BT0696
 BT0696                          SUPERSEDED SURVEY CONTROL
 BT0696
 BT0696  NGVD 29 (??/??/92)  116.260  (m)          381.43   (f) ADJ UNCH    2 0
 BT0696
 BT0696.Superseded values are not recommended for survey control.
 BT0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0696.See file dsdata.txt to determine how the superseded data were derived.
 BT0696
 BT0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA753116(NAD 83)
 BT0696_MARKER: DR = REFERENCE MARK DISK
 BT0696_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0696_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0696_STAMPING: COATES NO 1 1943
 BT0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0696+STABILITY: SURFACE MOTION
 BT0696
 BT0696  HISTORY     - Date     Condition        Report By
 BT0696  HISTORY     - 1943     MONUMENTED       CGS
 BT0696  HISTORY     - 1964     GOOD             NGS
 BT0696
 BT0696                          STATION DESCRIPTION
 BT0696
 BT0696'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BT0696'6 MI SE FROM TERESE.
 BT0696'LOCATED 0.4 MILE SOUTH ALONG U.S. HIGHWAY 241 FROM A GROUP OF
 BT0696'STORES AND HOUSES IN TERESE, THENCE 4.05 MILE SOUTH ALONG A
 BT0696'BLACKTOP ROAD, THENCE 1.45 MILES SOUTHEAST ALONG A BLACK TOP ROAD TO
 BT0696'A SIDE ROAD LEFT AND MR. COATES STORE ON THE RIGHT, TURN LEFT AND
 BT0696'GO ABOUT 100 YARDS TO A FORK, TAKE LEFT FORK AND GO ABOUT 200 FEET
 BT0696'TO THE MARK ON THE RIGHT AT THE SOUTH EDGE OF A CULTIVATED FIELD AND
 BT0696'AT THE NORTHEAST CORNER OF A WOODED LOT, 67 FEET NORTH OF THE CENTER
 BT0696'OF THE OLD ROAD, 6 FEET WEST OF THE CENTER OF A FIELD ROAD, 27 FEET
 BT0696'SOUTH OF THE CENTER OF THE FORKS IN THE FIELD ROAD, AND 91.3 FEET
 BT0696'EAST OF THE STATION MARK.  IT IS A STANDARD REFERENCE MARK DISK SET
 BT0696'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0694 ***********************************************************************
 BT0694  DESIGNATION -  COATES RM 2
 BT0694  PID         -  BT0694
 BT0694  STATE/COUNTY-  AL/HENRY
 BT0694  USGS QUAD   -  FORT GAINES NW (1980)
 BT0694
 BT0694                         *CURRENT SURVEY CONTROL
 BT0694  ___________________________________________________________________
 BT0694* NAD 83(1986)-  31 43 37.     (N)    085 08 59.     (W)     SCALED    
 BT0694* NAVD 88     -       116.305  (meters)     381.58   (feet)  ADJUSTED  
 BT0694  ___________________________________________________________________
 BT0694  GEOID HEIGHT-         -26.23  (meters)                     GEOID03
 BT0694  DYNAMIC HT  -         116.168 (meters)     381.13  (feet)  COMP
 BT0694  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 BT0694
 BT0694  VERT ORDER  -  SECOND    CLASS 0
 BT0694
 BT0694.The horizontal coordinates were scaled from a topographic map and have
 BT0694.an estimated accuracy of +/- 6 seconds.
 BT0694
 BT0694.The orthometric height was determined by differential leveling
 BT0694.and adjusted by the National Geodetic Survey in June 1991..
 BT0694
 BT0694.The geoid height was determined by GEOID03.
 BT0694
 BT0694.The dynamic height is computed by dividing the NAVD 88
 BT0694.geopotential number by the normal gravity value computed on the
 BT0694.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0694.degrees latitude (g = 980.6199 gals.).
 BT0694
 BT0694.The modeled gravity was interpolated from observed gravity values.
 BT0694
 BT0694;                    North         East    Units  Estimated Accuracy
 BT0694;SPC AL E     -   136,230.      264,790.      MT  (+/- 180 meters Scaled)
 BT0694
 BT0694                          SUPERSEDED SURVEY CONTROL
 BT0694
 BT0694  NGVD 29 (??/??/92)  116.370  (m)          381.79   (f) ADJ UNCH    2 0
 BT0694
 BT0694.Superseded values are not recommended for survey control.
 BT0694.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0694.See file dsdata.txt to determine how the superseded data were derived.
 BT0694
 BT0694_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA752116(NAD 83)
 BT0694_MARKER: DR = REFERENCE MARK DISK
 BT0694_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0694_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0694_STAMPING: COATES NO 2 1943
 BT0694_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0694+STABILITY: SURFACE MOTION
 BT0694
 BT0694  HISTORY     - Date     Condition        Report By
 BT0694  HISTORY     - 1943     MONUMENTED       CGS
 BT0694  HISTORY     - 1964     GOOD             NGS
 BT0694
 BT0694                          STATION DESCRIPTION
 BT0694
 BT0694'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BT0694'6 MI SE FROM TERESE.
 BT0694'LOCATED 0.4 MILE SOUTH ALONG U.S. HIGHWAY 241 FROM A GROUP OF STORES
 BT0694'AND HOUSES AT TERESE, THENCE 4.05 MILE SOUTH ALONG A BLACK TOP
 BT0694'ROAD, THENCE 1.45 MILE SOUTHEAST ALONG A BLACK TOP ROAD TO A SIDE
 BT0694'ROAD LEFT NEAR THE TOP OF A HILL AND THE COATES STORE ON THE RIGHT,
 BT0694'TURN LEFT AND GO EAST FOR ABOUT 100 YARDS TO THE MARK ON THE RIGHT
 BT0694'AT A FORKS IN THE ROAD.  IT IS 88 FEET NORTH OF THE CENTERLINE OF
 BT0694'THE NEW ROAD LEADING EAST, 65 FEET SOUTHWEST OF AN 18-INCH OAK
 BT0694'TREE, 13 FEET SOUTHEAST OF A FORKS IN THE OLD ROAD, 1 FOOT SOUTH OF
 BT0694'A METAL WITNESS POST, AND DIRECTLY UNDER A POWER LINE.  IT IS A
 BT0694'STANDARD REFERENCE MARK DISK, STAMPED COATES NO 2 1943 SET IN THE
 BT0694'TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3082 ***********************************************************************
 CN3082  DESIGNATION -  COATOPA
 CN3082  PID         -  CN3082
 CN3082  STATE/COUNTY-  AL/SUMTER
 CN3082  USGS QUAD   -  MC DOWELL (1985)
 CN3082
 CN3082                         *CURRENT SURVEY CONTROL
 CN3082  ___________________________________________________________________
 CN3082* NAD 83(1992)-  32 31 36.74365(N)    087 59 58.21117(W)     ADJUSTED  
 CN3082* NAVD 88     -       107.     (meters)     351.     (feet)  SCALED    
 CN3082  ___________________________________________________________________
 CN3082  LAPLACE CORR-          -1.31  (seconds)                    DEFLEC99
 CN3082  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN3082
 CN3082  HORZ ORDER  -  FIRST
 CN3082
 CN3082.The horizontal coordinates were established by classical geodetic methods
 CN3082.and adjusted by the National Geodetic Survey in May 1994..
 CN3082
 CN3082.The orthometric height was scaled from a topographic map.
 CN3082
 CN3082.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3082
 CN3082.The geoid height was determined by GEOID03.
 CN3082
 CN3082;                    North         East     Units Scale Factor Converg.
 CN3082;SPC AL W     -   280,256.071   553,075.157   MT  0.99996048   -0 16 06.9
 CN3082;UTM  16      - 3,599,278.308   406,133.416   MT  0.99970865   -0 32 14.9
 CN3082
 CN3082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3082!SPC AL W     -   0.99998773  x   0.99996048  =   0.99994821
 CN3082!UTM  16      -   0.99998773  x   0.99970865  =   0.99969639
 CN3082
 CN3082:                Primary Azimuth Mark                     Grid Az
 CN3082:SPC AL W     -  COATOPA AZ MK                            103 29 16.0
 CN3082:UTM  16      -  COATOPA AZ MK                            103 45 24.0
 CN3082
 CN3082|---------------------------------------------------------------------|
 CN3082| PID    Reference Object                     Distance      Geod. Az  |
 CN3082|                                                           dddmmss.s |
 CN3082| CG1397 COATOPA AZ MK                                      1031309.1 |
 CN3082| CO1151 POUND                                              13037     |
 CN3082| CG1398 COATOPA RM 1                         35.171 METERS 19144     |
 CN3082| CG1399 COATOPA RM 2                         31.190 METERS 32258     |
 CN3082|---------------------------------------------------------------------|
 CN3082
 CN3082                          SUPERSEDED SURVEY CONTROL
 CN3082
 CN3082  NAD 83(1992)-  32 31 36.74507(N)    087 59 58.21141(W) AD(       ) 1
 CN3082  NAD 83(1986)-  32 31 36.75180(N)    087 59 58.21452(W) AD(       ) 1
 CN3082  NAD 27      -  32 31 36.25900(N)    087 59 58.15000(W) AD(       ) 1
 CN3082
 CN3082.Superseded values are not recommended for survey control.
 CN3082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3082.See file dsdata.txt to determine how the superseded data were derived.
 CN3082
 CN3082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA0613399278(NAD 83)
 CN3082_MARKER: DS = TRIANGULATION STATION DISK
 CN3082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3082
 CN3082  HISTORY     - Date     Condition        Report By
 CN3082  HISTORY     - 1930     MONUMENTED       CGS
 CN3082  HISTORY     - 1939     GOOD             CGS
 CN3082
 CN3082                          STATION DESCRIPTION
 CN3082
 CN3082'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CN3082'STATION IS ABOUT 6 MILES E OF COATOPA AND 8 MILES W OF DEMOPOLIS
 CN3082'ON A WOODED RIDGE KNOWN LOCALLY AS ARMSTRONG HILL, STATION IS ON
 CN3082'THE PROPERTY OF JOHN FARIS, A COLORED PREACHER, STATION PROJECTS
 CN3082'ABOVE THE GROUND ABOUT 6 INCHES, THE HILL WAS WOODED AT THE TIME
 CN3082'OF OCCUPATION.
 CN3082'
 CN3082'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CN3082'DISKS SET IN CONCRETE.
 CN3082'
 CN3082'REFERENCE MARK NO. 1 IS S OF THE STATION.  REFERENCE MARK NO. 2
 CN3082'IS NW OF THE STATION.
 CN3082'
 CN3082'STATION CAN BE REACHED FROM COATOPA BY FOLLOWING THE ROAD E
 CN3082'ALONG BY THE RAILROAD FOR A DISTANCE OF 6.3 MILES TO A SMALL
 CN3082'NEGRO SCHOOLHOUSE ON THE S SIDE OF THE ROAD, TURN N ON A DIM
 CN3082'LOGGING ROAD AND FOLLOW TO THE TOP OF THE HILL AND FOLLOW THE
 CN3082'RIDGE PAST A TENANT HOUSE, STATION IS ABOUT 300 METERS N OF THIS
 CN3082'TENANT HOUSE ON THE RIDGE.
 CN3082'
 CN3082'HEIGHT OF SIGNAL ABOVE STATION MARK - 31.4 METERS.
 CN3082
 CN3082                          STATION RECOVERY (1939)
 CN3082
 CN3082'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 CN3082'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION, EXCEPT
 CN3082'THAT ONE CORNER OF THE CONCRETE OF REFERENCE MARK NO. 2 IS
 CN3082'CHIPPED OFF, PROBABLY BY FROST ACTION.  NEW DESCRIPTION FOLLOWS-
 CN3082'
 CN3082'STATION IS APPROXIMATELY 6 MILES E OF COATOPA, AND APPROXIMATELY
 CN3082'10 MILES W OF DEMOPOLIS, ON THE HIGHEST PART OF A WOODED
 CN3082'RIDGE KNOWN LOCALLY AS ARMSTRONG HILL, STATION IS ON THE PROPERTY
 CN3082'OF JOHN FARIS, A COLORED PREACHER, STATION IS IN A CLEARING
 CN3082'ON THE E EDGE OF A WOODED PLATEAU, APPROXIMATELY 40 FEET
 CN3082'W OF THE EDGE, 18 FEET NE OF A 7-INCH BLAZED PINE, IS STAMPED
 CN3082'COATOPA, 1930, PROTRUDES 1 INCH, SAME MARKING AS IN ORIGINAL
 CN3082'DESCRIPTION.
 CN3082'
 CN3082'REFERENCE MARK NO. 1 IS SSW OF STATION IN A GRASSY CLEARING,
 CN3082'APPROXIMATELY THE SAME LEVEL AS STATION, IS STAMPED COATOPA,
 CN3082'NO. 1 1930, AND PROTRUDES 4 INCHES.  REFERENCE MARK NO. 2
 CN3082'IS NW OF STATION, APPROXIMATELY 7 FEET BELOW LEVEL OF STATION,
 CN3082'IS STAMPED COATOPA, NO. 2, 1930, AND PROTRUDES 4 INCHES, THE
 CN3082'NE CORNER OF MARK IS CHIPPED BY FROST ACTION.
 CN3082'
 CN3082'A NEW AZIMUTH MARK WAS SET E BY S OF STATION, ACROSS VALLEY,
 CN3082'ON THE W SIDE OF COUNTY ROAD, IS 22 FEET W OF CENTER LINE OF
 CN3082'ROAD, APPROXIMATELY 0.15 MILE S OF A SMALL NEGRO SCHOOL, IS
 CN3082'STAMPED COATOPA, 1939, IS A STANDARD BRONZE DISK SET IN CONCRETE
 CN3082'AND PROTRUDES 3 INCHES.
 CN3082'
 CN3082'TO REACH STATION FROM DEMOPOLIS, IN THE S EDGE OF TOWN AT THE
 CN3082'INTERSECTION OF S. MAIN ST. AND U.S. 80, GO W ON 80 FOR 17.0
 CN3082'MILES TO THE OVERPASS AT COATOPA, CONTINUE W FOR 0.05 MILE TO A
 CN3082'T RIGHT, TURN R AND GO 0.05 MILE TO A T-INTERSECTION, TURN R AND
 CN3082'GO 0.1 MILE, CROSSING RAILROAD TO A T-INTERSECTION, TURN L ON
 CN3082'DIRT ROAD ON S SIDE OF RAILROAD TRACKS AND GO 1.25 MILES TO
 CN3082'RAILROAD CROSSING, CONTINUE ON MAIN ROAD FOR 2.15 MILES TO A
 CN3082'CHURCH ON L, CONTINUE ON MAIN ROAD FOR 1.75 MILES TO A
 CN3082'ONE-STORY HOUSE ON L,* (HOUSE HAS A CHIMNEY AT BOTH ENDS), TURN
 CN3082'L OR N THROUGH GATE, GO ON L SIDE OF HOUSE AND FOLLOW
 CN3082'WOODS ROAD FOR 0.1 MILE TO A Y, TAKE R ROAD AND GO 0.3 MILE TO
 CN3082'A SAND-PIT ON L, CONTINUE N FOR 0.1 MILE TO OPEN GATE IN WIRE
 CN3082'FENCE, CONTINUE ON MAIN WOODS ROAD IN A NORTHERLY DIRECTION
 CN3082'FOR 1.0 MILE TO A DIM Y LEFT, TURN L AND FOLLOW DIM TRAIL FOR
 CN3082'0.05 MILE TO HIGHEST PART OF RIDGE AND STATION, (TREES ARE
 CN3082'BLAZED ON WOODS ROAD WHERE NECESSARY AT SEVERAL DIM YS).
 CN3082'
 CN3082'*TO REACH AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 CN3082'AHEAD ON COUNTY ROAD FOR 1.6 MILES TO MARK ON L, NEGRO SCHOOL
 CN3082'IS 0.15 MILE BEYOND OR N OF AZIMUTH MARK.
 CN3082'
 CN3082'NOT PRACTICABLE TO TAPE BETWEEN R.MS.
 CN3082'
 CN3082'DISTANCES TO R.MS. DID NOT CHECK 1930 MEASUREMENTS, 1939
 CN3082'MEASUREMENTS WERE MADE HORIZONTALLY, AND 1930 MEASUREMENTS
 CN3082'WERE PROBABLY MADE ON THE SLOPE.
 CN3082'
 CN3082'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1905 ***********************************************************************
 BU1905  DESIGNATION -  COBB
 BU1905  PID         -  BU1905
 BU1905  STATE/COUNTY-  AL/MONROE
 BU1905  USGS QUAD   -  NATCHEZ (1972)
 BU1905
 BU1905                         *CURRENT SURVEY CONTROL
 BU1905  ___________________________________________________________________
 BU1905* NAD 83(1992)-  31 37 46.83351(N)    087 18 18.83719(W)     ADJUSTED  
 BU1905* NAVD 88     -       144.2    (meters)     473.     (feet)  VERTCON   
 BU1905  ___________________________________________________________________
 BU1905  X           -     255,565.586 (meters)                     COMP
 BU1905  Y           -  -5,429,793.568 (meters)                     COMP
 BU1905  Z           -   3,325,599.120 (meters)                     COMP
 BU1905  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 BU1905  ELLIP HEIGHT-         116.39  (meters)          (07/29/02) GPS OBS
 BU1905  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU1905
 BU1905  HORZ ORDER  -  FIRST
 BU1905  ELLP ORDER  -  FOURTH    CLASS I
 BU1905
 BU1905.The horizontal coordinates were established by GPS observations
 BU1905.and adjusted by the National Geodetic Survey in December 1992..
 BU1905
 BU1905.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1905.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1905
 BU1905.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU1905
 BU1905.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1905
 BU1905.The ellipsoidal height was determined by GPS observations
 BU1905.and is referenced to NAD 83.
 BU1905
 BU1905.The geoid height was determined by GEOID03.
 BU1905
 BU1905;                    North         East     Units Scale Factor Converg.
 BU1905;SPC AL W     -   180,680.608   618,476.559   MT  0.99993754   +0 06 07.7
 BU1905;UTM  16      - 3,499,429.701   471,053.816   MT  0.99961033   -0 09 36.3
 BU1905
 BU1905!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1905!SPC AL W     -   0.99998172  x   0.99993754  =   0.99991927
 BU1905!UTM  16      -   0.99998172  x   0.99961033  =   0.99959206
 BU1905
 BU1905:                Primary Azimuth Mark                     Grid Az
 BU1905:SPC AL W     -  COBB AZ MK                               150 15 52.1
 BU1905:UTM  16      -  COBB AZ MK                               150 31 36.1
 BU1905
 BU1905|---------------------------------------------------------------------|
 BU1905| PID    Reference Object                     Distance      Geod. Az  |
 BU1905|                                                           dddmmss.s |
 BU1905| CG1400 COBB AZ MK                                         1502159.8 |
 BU1905| CG1401 COBB RM 1                            37.847 METERS 18041     |
 BU1905| BU1908 HIXON LOT                           APPROX.14.2 KM 2435548.9 |
 BU1905| BU1906 COBB LOT                             13.117 METERS 26906     |
 BU1905| CS7023 COBB RM 3                            30.477 METERS 30709     |
 BU1905| CG1402 COBB RM 2                            37.393 METERS 30951     |
 BU1905|---------------------------------------------------------------------|
 BU1905
 BU1905                          SUPERSEDED SURVEY CONTROL
 BU1905
 BU1905  ELLIP H (12/04/92)  116.46   (m)                       GP(       ) 4 1
 BU1905  NAD 83(1986)-  31 37 46.84813(N)    087 18 18.84210(W) AD(       ) 2
 BU1905  NAD 27      -  31 37 46.27600(N)    087 18 18.89100(W) AD(       ) 2
 BU1905  NGVD 29 (12/04/92)  144.2    (m)          473.     (f) GPS OBS        
 BU1905
 BU1905.Superseded values are not recommended for survey control.
 BU1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1905.See file dsdata.txt to determine how the superseded data were derived.
 BU1905
 BU1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7105499430(NAD 83)
 BU1905_MARKER: DS = TRIANGULATION STATION DISK
 BU1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1905_SP_SET: CONCRETE POST
 BU1905_STAMPING: COBB 1944
 BU1905_MARK LOGO: CGS   
 BU1905_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1905+STABILITY: SURFACE MOTION
 BU1905_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1905+SATELLITE: SATELLITE OBSERVATIONS - March 30, 1992
 BU1905
 BU1905  HISTORY     - Date     Condition        Report By
 BU1905  HISTORY     - 1944     MONUMENTED       CGS
 BU1905  HISTORY     - 1944     GOOD             CGS
 BU1905  HISTORY     - 19820714 GOOD             NGS
 BU1905  HISTORY     - 19910820 GOOD             ALHD
 BU1905  HISTORY     - 19920330 GOOD
 BU1905
 BU1905                          STATION DESCRIPTION
 BU1905
 BU1905'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1905'STATION IS LOCATED ABOUT 4 MILES NW OF THE SMALL VILLAGE
 BU1905'OF PETERMAN, 149 FEET NE OF THE NE CORNER OF THE COBB
 BU1905'FOREST RANGER HOUSE, 43.3 FEET E OF THE COBB LOOKOUT TOWER,
 BU1905'AND 5 FEET W OF A WOODEN WITNESS POST.  THE MARK IS STAMPED
 BU1905'COBB 1944 AND PROJECTS ABOUT 2 INCHES.
 BU1905'
 BU1905'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1905'DISKS SET IN CONCRETE.
 BU1905'
 BU1905'REFERENCE MARK 1 IS 124.10 FEET SSE OF THE STATION, 135 FEET
 BU1905'E OF THE NE CORNER OF THE COBB FOREST RANGER HOUSE, AND
 BU1905'117 FEET SE OF THE SE CORNER LEG OF THE COBB LOOKOUT TOWER.
 BU1905'IT IS STAMPED COBB NO 1 1944 AND PROJECTS ABOUT 3 INCHES.
 BU1905'
 BU1905'REFERENCE MARK 2 IS 122.68 FEET NW OF THE STATION, 148
 BU1905'FEET N OF THE NE CORNER OF THE COBB FOREST RANGER HOUSE, AND
 BU1905'80 FEET NW OF THE NW LEG OF THE COBB LOOKOUT TOWER.  IT
 BU1905'IS STAMPED COBB NO 2 1944 AND PROJECTS ABOUT 5 INCHES.
 BU1905'
 BU1905'AZIMUTH MARK IS E OF THE STATION, ON THE N EDGE OF A CULTIVATED
 BU1905'FIELD, 45 FEET SE OF A POLE, 12 FEET S OF THE CENTER LINE
 BU1905'OF A ROAD, AND 2.9 FEET W OF A WOODEN WITNESS POST.  IT IS
 BU1905'STAMPED COBB 1944 AND PROJECTS ABOUT 5 INCHES.
 BU1905'
 BU1905'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION COBB TO
 BU1905'THE COBB LOOKOUT TOWER.  IT IS 13.116 METERS (43.30 FEET)
 BU1905'W OF THE STATION.
 BU1905'
 BU1905'TO REACH THE STATION FROM THE SMALL VILLAGE OF PETERMAN, GO
 BU1905'N FROM NETTLES STORE ON U.S. HIGHWAY 47 FOR 4.9 MILES TO A CHURCH
 BU1905'(PAINTED WHITE) ON THE RIGHT AND A T-ROAD ON THE LEFT, HERE
 BU1905'TURN LEFT AND GO 0.7 MILE TO A CROSS ROAD, HERE TURN LEFT
 BU1905'AND GO 3.45 MILES TO A T-ROAD RIGHT AND A SIGN WHICH READS COBB
 BU1905'FIRE TOWER.  HERE TURN RIGHT ON A GRADED DIRT ROAD AND GO
 BU1905'1.0 MILE TO THE AZIMUTH MARK ON THE LEFT, CONTINUE ON W
 BU1905'FOR 0.2 MILE TO A WIRE GATE, PASS THROUGH GATE AND GO N
 BU1905'0.05 MILE TO THE COBB LOOKOUT TOWER AND STATION.
 BU1905'
 BU1905'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BU1905
 BU1905                          STATION RECOVERY (1944)
 BU1905
 BU1905'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944
 BU1905'RECOVERED IN GOOD CONDITION.
 BU1905
 BU1905                          STATION RECOVERY (1982)
 BU1905
 BU1905'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BU1905'THE STATION MARK AND REFERENCE MARK NO 1 WERE RECOVERED IN GOOD
 BU1905'CONDITION.  REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE FOUND OUT OF
 BU1905'THE GROUND AND THE DISK WERE RECLAIMED.  A NEW REFERENCE MARK NO 3 WAS
 BU1905'ESTABLISHED AT THIS TIME.  NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK
 BU1905'WAS AVAILABLE.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 BU1905'ABOUT 4 MI (6.44 KM) NORTHWEST OF PETERMAN, AT THE SITE OF A STATE
 BU1905'FORESTRY LOOKOUT TOWER.  TO REACH FROM PETERMAN GO NORTH ON STATE
 BU1905'HIGHWAY 21 FOR ABOUT 4.9 MI (7.89 KM) TO THE JUNCTION OF COUNTY ROUTE
 BU1905'42 ON THE LEFT, TURN LEFT AND GO SOUTHWEST ON COUNTY ROUTE 42 FOR 4.2
 BU1905'MI (6.76 KM) TO A DIRT ROAD ON THE RIGHT.  AT SIGN, LOOKOUT TOWER,
 BU1905'TURN RIGHT ON DIRT ROAD FOR 1.3 MI (2.09 KM) TO A FORK, TAKE THE RIGHT
 BU1905'FORK AND GO 0.15 MI (0.24 KM) TO LOCKED GATE, CONTINUE NORTH THROUGH
 BU1905'GATE FOR 0.05 MI (0.08 KM) TO LOOKOUT TOWER AND STATION. THE STATION
 BU1905'MARK IS A STANDARD CGS DISK STAMPED COBB 1944, SET IN THE TOP OF A
 BU1905'SQUARE CONCRETE POST, PROJECTING 1 INCH.  IT IS 45.41 M (148.98 FT)
 BU1905'NORTHEAST OF THE NORTHEAST CORNER OF RANGER HOUSE 31.61 M (103.71 FT)
 BU1905'NORTH NORTHEAST OF A POWER POLE WITH TRANSFORME, 10.55 M (34.61 FT)
 BU1905'EAST NORTHEAST OF THE SOUTHEAST LEG OF TOWER, 10.52 M (34.51 FT) EAST
 BU1905'SOUTHEAST OF THE NORTHEAST LEG OF TOWER AND 5.91 M (19.39 FT) EAST OF
 BU1905'THE EAST SIDE OF A BLOCK BUILDING. REFERENCE MARK NO 1 IS A STANDARD
 BU1905'CGS DISK, STAMPED COBB NO 1 1944, SET IN THE TOP OF A SQUARE CONCRETE
 BU1905'POST, PROJECTING 3 INCHES.  IT IS 41.15 M (135.01 FT) EAST OF THE
 BU1905'NORTHEAST CORNER OF RANGER HOUSE, 35.66 M (116.99 FT) SOUTH SOUTHEAST
 BU1905'OF THE SOUTHEAST LEG OF TOWER, 12.59 M (41.31 FT) EAST SOUTHEAST OF A
 BU1905'POWER POLE WITH TRANSFORMER AND 8.53 M (27.99 FT) WEST SOUTHWEST OF
 BU1905'RAIN GAUGE. REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED COBB
 BU1905'1944 NO 3 1982, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH
 BU1905'THE GROUND.  IT IS 42.98 M (141.01 FT) NORTHEAST OF THE NORTHWEST
 BU1905'CORNER OF RANGER HOUSE, 17.46 M (57.28 FT) NORTH NORTHWEST OF THE
 BU1905'NORTHWEST LEG OF TOWER AND 0.30 M (0.98 FT) SOUTHEAST OF A METAL
 BU1905'WITNESS POST AND SIGN.
 BU1905
 BU1905                          STATION RECOVERY (1991)
 BU1905
 BU1905'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU1905'THE STATION IS LOCATED IN MONROE COUNTY ON PROPERTY OWNED BY THE
 BU1905'ALABAMA FORESTRY DEPARTMENT, ABOUT 7.10 MI (11.43 KM) NORTH OF
 BU1905'MONROEVILLE AND ABOUT 8.90 MI (14.32 KM) SOUTHWEST OF BEATRICE.
 BU1905'TO REACH THE STATION FROM THE ALA 21 BYPASS AND ALA 47 SOUTH (MILE
 BU1905'POST 43.85 ON ALA 21 BYPASS AND 6.35 ON ALA 47 SOUTH) IN NORTHEAST
 BU1905'MONROEVILLE, DRIVE NORTH ON ALA 21 AND ALA 47 FOR 9.15 MI (14.73 KM)
 BU1905'TO MILE POST 53.00 AND MONROE COUNTY ROAD NO. 42 ON THE LEFT, TURN
 BU1905'LEFT ON MONROE COUNTY ROAD NO. 42 AND DRIVE NORTHWEST AND NORTH ON
 BU1905'OLD ALA 21 AND ALA 47 FOR 0.45 MI (0.72 KM) TO MONROE COUNTY ROAD NO
 BU1905'42 ON THE LEFT, TURN LEFT ON MONROE COUNTY ROAD NO. 42 AND DRIVE WEST
 BU1905'AND SOUTHWEST FOR 4.10 MI (6.60 KM) TO A GRAVEL ROAD ON THE RIGHT,
 BU1905'TURN RIGHT ON THE GRAVEL ROAD AND DRIVE NORTHWEST AND WEST FOR 1.40
 BU1905'MI (2.25 KM) TO A Y-INTERSECTION WITH A WOODS ROAD AHEAD AND THE
 BU1905'GRAVEL ROAD ON THE LEFT, CONTINUE AHEAD NORTHWEST AND NORTH ON THE
 BU1905'WOODS ROAD FOR 0.15 MI (0.24 KM) TO A LOCKED GATE TO THE TOWER, PASS
 BU1905'THROUGH THE GATE AND CONTINUE NORTH FOR 0.05 MI (0.08 KM) TO THE
 BU1905'STATION ON THE EAST SIDE OF THE TOWER.
 BU1905'THE STATION IS 20.0 FT (6.1 M) EAST-NORTHEAST OF THE SOUTHEAST CORNER
 BU1905'OF A BEIGE CONCRETE BLOCK BUILDING EAST OF THE TOWER, 20.2 FT
 BU1905'(6.2 M) EAST OF THE NORTHEAST CORNER OF A BEIGE CONCRETE BLOCK
 BU1905'BUILDING EAST OF THE TOWER, 34.3 FT (10.5 M) EAST-NORTHEAST OF THE
 BU1905'SOUTHEAST LEG OF THE TOWER, 34.4 FT (10.5 M) EAST OF THE NORTHEAST
 BU1905'LEG OF THE TOWER, 38.6 FT (11.8 M) EAST-NORTHEAST OF A SHORT SERVICE
 BU1905'POWER POLE WITH A METER BASE, 99.6 FT (30.4 M) NORTH-NORTHEAST OF
 BU1905'TELEPHONE CABLE PEDESTAL NO. 1 9R 21L 2, 103.4 FT (31.5 M) NORTH OF A
 BU1905'TRANSFORMER POWER POLE, 0.9 FT (27.4 CM) SOUTHWEST OF A CARSONITE
 BU1905'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BU1905'NO SUITABLE SITE WAS FOUND FOR AN AZIMUTH.
 BU1905
 BU1905                          STATION RECOVERY (1992)
 BU1905
 BU1905'RECOVERED 1992
 BU1905'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2849 ***********************************************************************
 DH2849  DESIGNATION -  COBB AZ MK
 DH2849  PID         -  DH2849
 DH2849  STATE/COUNTY-  AL/JEFFERSON
 DH2849  USGS QUAD   -  ADAMSVILLE (1993)
 DH2849
 DH2849                         *CURRENT SURVEY CONTROL
 DH2849  ___________________________________________________________________
 DH2849* NAD 83(1992)-  33 35 08.23769(N)    086 53 06.12334(W)     ADJUSTED  
 DH2849* NAVD 88     -       225.4    (meters)     739.     (feet)  VERTCON   
 DH2849  ___________________________________________________________________
 DH2849  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DH2849  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH2849
 DH2849  HORZ ORDER  -  FIRST
 DH2849
 DH2849.The horizontal coordinates were established by classical geodetic methods
 DH2849.and adjusted by the National Geodetic Survey in December 1992..
 DH2849
 DH2849.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2849.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2849
 DH2849.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2849
 DH2849.The geoid height was determined by GEOID03.
 DH2849
 DH2849;                    North         East     Units Scale Factor Converg.
 DH2849;SPC AL W     -   397,728.714   657,084.482   MT  0.99997349   +0 20 24.7
 DH2849;UTM  16      - 3,716,217.988   510,668.114   MT  0.99960140   +0 03 48.9
 DH2849
 DH2849!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2849!SPC AL W     -   0.99996917  x   0.99997349  =   0.99994266
 DH2849!UTM  16      -   0.99996917  x   0.99960140  =   0.99957058
 DH2849
 DH2849                          SUPERSEDED SURVEY CONTROL
 DH2849
 DH2849  NAD 83(1986)-  33 35 08.24418(N)    086 53 06.12301(W) AD(       ) 1
 DH2849  NGVD 29 (08/10/92)  225.4    (m)          739.     (f) VERT ANG       
 DH2849
 DH2849.Superseded values are not recommended for survey control.
 DH2849.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2849.See file dsdata.txt to determine how the superseded data were derived.
 DH2849
 DH2849_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1066816218(NAD 83)
 DH2849_MARKER: DZ = AZIMUTH MARK DISK
 DH2849_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2849_SP_SET: CONCRETE POST
 DH2849_STAMPING: COBB 1939
 DH2849_MARK LOGO: ALGS  
 DH2849_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2849+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1992
 DH2849
 DH2849  HISTORY     - Date     Condition        Report By
 DH2849  HISTORY     - 1939     MONUMENTED       ALGS
 DH2849  HISTORY     - 19920324 GOOD             ALHD
 DH2849
 DH2849                          STATION DESCRIPTION
 DH2849
 DH2849'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2849'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED NEAR THE
 DH2849'NORTHWEST CORNER OF BIRMINGHAM ON A TIMBERED KNOLL BETWEEN TWO
 DH2849'SUB-DIVISIONS AND ABOUT 66 FT (20.1 M) SOUTH OF A PIPELINE CLEARING.
 DH2849'A NEW TO REACH FOLLOWS.
 DH2849'TO REACH THE STATION FROM THE ALABAMA HIGHWAY DEPARTMENT THIRD
 DH2849'DIVISION OFFICE ON U.S. 78 WEST IN BIRMINGHAM, DRIVE WEST ON U.S. 78
 DH2849'FOR 1.25 MI (2.01 KM) TO CHERRY AVE. ON THE RIGHT AT A TRAFFIC LIGHT,
 DH2849'TURN RIGHT ON CHERRY AVE. AND DRIVE NORTHERLY FOR 2.20 MI (3.54 KM)
 DH2849'TO HEFLIN AVE. E. ON THE LEFT AT AN OLDER WATER TANK, TURN LEFT ON
 DH2849'HEFLIN AVE. E. AND DRIVE WESTERLY FOR 0.75 MI (1.21 KM) TO CEDAR
 DH2849'CREST ROAD ON THE RIGHT JUST PAST HILLVIEW WEST FIRE DEPARTMENT, TURN
 DH2849'RIGHT ON CEDAR CREST ROAD AND DRIVE NORTHERLY FOR 0.50 MI (0.80 KM)
 DH2849'TO A T-INTERSECTION WITH SUBURBAN DRIVE, TURN RIGHT ON SUBURBAN DRIVE
 DH2849'AND DRIVE EASTERLY FOR 0.05 MI (0.08 KM) TO SPRUCEWOOD PLACE ON THE
 DH2849'LEFT, TURN LEFT ON SPRUCEWOOD PLACE AND DRIVE NORTHERLY AND THEN
 DH2849'WESTERLY FOR 0.20 MI (0.32 KM) TO AN UNNAMED STREET ON THE RIGHT JUST
 DH2849'PAST A SHARP CURVE TO THE LEFT, TURN RIGHT ON THE UNNAMED STREET AND
 DH2849'DRIVE NORTHERLY FOR 0.05 MI (0.08 KM) TO THE END OF PAVEMENT UNDER A
 DH2849'HIGH VOLTAGE POWER LINE, CONTINUE NORTHERLY ON A WOODS ROAD UNDER THE
 DH2849'POWER LINE FOR 0.05 MI (0.08 KM) TO A PIPE LINE CLEARING LEFT AND
 DH2849'RIGHT, TURN RIGHT ON THE PIPE LINE CLEARING AND DRIVE EASTERLY FOR
 DH2849'0.15 MI (0.24 KM) TO THE TOP OF THE SECOND HILL AND THE STATION ON
 DH2849'THE RIGHT ABOUT 66 FT (20.1 M) SOUTH OF THE PIPELINE CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1906 ***********************************************************************
 BU1906  DESIGNATION -  COBB LOT
 BU1906  PID         -  BU1906
 BU1906  STATE/COUNTY-  AL/MONROE
 BU1906  USGS QUAD   -  NATCHEZ (1972)
 BU1906
 BU1906                         *CURRENT SURVEY CONTROL
 BU1906  ___________________________________________________________________
 BU1906* NAD 83(1992)-  31 37 46.82684(N)    087 18 19.33488(W)     ADJUSTED  
 BU1906* NAVD 88     -                                                        
 BU1906  ___________________________________________________________________
 BU1906  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 BU1906  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU1906
 BU1906  HORZ ORDER  -  THIRD
 BU1906
 BU1906.The horizontal coordinates were established by classical geodetic methods
 BU1906.and adjusted by the National Geodetic Survey in December 1992..
 BU1906
 BU1906
 BU1906.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1906
 BU1906.The geoid height was determined by GEOID03.
 BU1906
 BU1906;                    North         East     Units Scale Factor Converg.
 BU1906;SPC AL W     -   180,680.379   618,463.444   MT  0.99993754   +0 06 07.4
 BU1906;UTM  16      - 3,499,429.532   471,040.705   MT  0.99961034   -0 09 36.5
 BU1906
 BU1906                          SUPERSEDED SURVEY CONTROL
 BU1906
 BU1906  NAD 83(1986)-  31 37 46.84088(N)    087 18 19.33978(W) AD(       ) 4
 BU1906  NAD 27      -  31 37 46.26900(N)    087 18 19.38900(W) AD(       ) 3
 BU1906
 BU1906.Superseded values are not recommended for survey control.
 BU1906.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1906.See file dsdata.txt to determine how the superseded data were derived.
 BU1906
 BU1906_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7104199430(NAD 83)
 BU1906_MARKER: 57 = LOOKOUT TOWER
 BU1906
 BU1906  HISTORY     - Date     Condition        Report By
 BU1906  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1906
 BU1906                          STATION DESCRIPTION
 BU1906
 BU1906'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1906'THE LOOKOUT TOWER IS LOCATED ABOUT 4 MILES NW OF THE SMALL
 BU1906'VILLAGE OF PETERMAN, 114 FEET NE OF THE NE CORNER OF THE
 BU1906'COBB FOREST RANGER HOUSE.  IT IS A FOUR-LEGGED STEEL STRUCTURE
 BU1906'PAINTED GREY.  IT IS 115 FEET HIGH AND HAS A GLASS-ENCLOSED CAB
 BU1906'ON ITS TOP.
 BU1906'
 BU1906'THE POINT OBSERVED UPON WAS THE APEX OF THE ROOF.
 BU1906'
 BU1906'TO REACH THE LOOKOUT TOWER FROM THE SMALL VILLAGE OF PETERMAN,
 BU1906'GO N FROM NETTLES STORE ON U.S. HIGHWAY 47 FOR 4.9 MILES
 BU1906'TO A CHURCH (PAINTED WHITE) ON THE RIGHT AND A T-ROAD ON THE
 BU1906'LEFT, HERE TURN LEFT AND GO 0.7 MILE TO A CROSS ROAD, HERE TURN
 BU1906'LEFT AND GO 3.45 MILES TO A T-ROAD RIGHT AND A SIGN WHICH
 BU1906'READS COBB FIRE TOWER.  HERE TURN RIGHT ON A GRADED DIRT ROAD
 BU1906'AND GO W FOR 1.2 MILES TO A WIRE GATE, PASS THROUGH GATE
 BU1906'AND GO N FOR 0.05 MILE TO THE FIRE TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2852 ***********************************************************************
 DH2852  DESIGNATION -  COBB RESET
 DH2852  PID         -  DH2852
 DH2852  STATE/COUNTY-  AL/JEFFERSON
 DH2852  USGS QUAD   -  ADAMSVILLE (1993)
 DH2852
 DH2852                         *CURRENT SURVEY CONTROL
 DH2852  ___________________________________________________________________
 DH2852* NAD 83(1992)-  33 35 08.45808(N)    086 53 08.47895(W)     ADJUSTED  
 DH2852* NAVD 88     -       227.     (meters)     745.     (feet)  SCALED    
 DH2852  ___________________________________________________________________
 DH2852  LAPLACE CORR-          -1.85  (seconds)                    DEFLEC99
 DH2852  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH2852
 DH2852  HORZ ORDER  -  FIRST
 DH2852
 DH2852.The horizontal coordinates were established by classical geodetic methods
 DH2852.and adjusted by the National Geodetic Survey in December 1992..
 DH2852
 DH2852.The orthometric height was scaled from a topographic map.
 DH2852
 DH2852.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2852
 DH2852.The geoid height was determined by GEOID03.
 DH2852
 DH2852;                    North         East     Units Scale Factor Converg.
 DH2852;SPC AL W     -   397,735.143   657,023.701   MT  0.99997341   +0 20 23.4
 DH2852;UTM  16      - 3,716,224.708   510,607.388   MT  0.99960139   +0 03 47.6
 DH2852
 DH2852!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2852!SPC AL W     -   0.99996886  x   0.99997341  =   0.99994227
 DH2852!UTM  16      -   0.99996886  x   0.99960139  =   0.99957026
 DH2852
 DH2852|---------------------------------------------------------------------|
 DH2852| PID    Reference Object                     Distance      Geod. Az  |
 DH2852|                                                           dddmmss.s |
 DH2852| DH2849 COBB AZ MK                           61.121 METERS 09623     |
 DH2852| CG1403 COBB RM 1                            18.274 METERS 09741     |
 DH2852| DH2499 FORT WORTH ATLANTA AWY BCN 65       APPROX.20.9 KM 1045434.1 |
 DH2852| DH2502 FORT WORTH ATLANTA AWY BCN RED      APPROX.16.3 KM 1055551.8 |
 DH2852| DH2509 RED RESET                           APPROX.22.4 KM 2103617.8 |
 DH2852| DH2490 FORT WORTH ATLANTA AWY BCN 63       APPROX.13.1 KM 2113015.9 |
 DH2852| CG1404 COBB RM 2                            24.472 METERS 34739     |
 DH2852|---------------------------------------------------------------------|
 DH2852
 DH2852                          SUPERSEDED SURVEY CONTROL
 DH2852
 DH2852  NAD 83(1986)-  33 35 08.46455(N)    086 53 08.47860(W) AD(       ) 1
 DH2852
 DH2852.Superseded values are not recommended for survey control.
 DH2852.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2852.See file dsdata.txt to determine how the superseded data were derived.
 DH2852
 DH2852_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1060716225(NAD 83)
 DH2852_MARKER: DS = TRIANGULATION STATION DISK
 DH2852_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2852_SP_SET: SET INTO TOP OF CONCRETE POST
 DH2852_STAMPING: COBB 1939 1980
 DH2852_MARK LOGO: CGS   
 DH2852_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2852+SATELLITE: SATELLITE OBSERVATIONS - March 24, 1992
 DH2852
 DH2852  HISTORY     - Date     Condition        Report By
 DH2852  HISTORY     - 1980     MONUMENTED       NGS
 DH2852  HISTORY     - 19920324 GOOD             ALHD
 DH2852
 DH2852                          STATION DESCRIPTION
 DH2852
 DH2852'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 DH2852'THE STATION UNDERGROUND MARK, REFERENCE MARKS NO. 1 AND NO. 2 AND
 DH2852'THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION
 DH2852'SURFACE MARK HAD BEEN DESTROYED.  A NEW SURFACE MARK WAS ESTABLISHED
 DH2852'AT THIS TIME.  A NEW DESCRIPTION FOLLOWS--
 DH2852'
 DH2852'THE STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF BIRMINGHAM, ON A
 DH2852'TIMBERED KNOLL WITH A GAS LINE CROSSING, IN THE SOUTHEAST QUARTER OF
 DH2852'SECTION 6, T. 175, R.3W.
 DH2852'
 DH2852'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 78 AND 31, AT THE CORNER
 DH2852'OF 8TH AVE. N. AND 24TH. STREET IN BIRMINGHAM, GO NORTHWESTERLY ON
 DH2852'U.S. HIGHWAY 78 FOR 7.9 MILES TO CHERRY AVE. ON THE RIGHT, TURN RIGHT
 DH2852'ON CHERRY AVE. AND GO NORTHERLY PASSING THE HILL VIEW SCHOOL ON THE
 DH2852'LEFT FOR 3.35 MILES TO A GAS LINE AND THE STATION ON HIGHEST PART
 DH2852'OF HILL APPROXIMATELY 500 FEET WEST OF CHERRY AVE.
 DH2852'
 DH2852'STATION IS A STANDARD DISK, STAMPED---COBB 1939 1980---AND SET IN
 DH2852'TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 59.5 FEET
 DH2852'SOUTH SOUTHEAST OF A TRIANGULARLY BLAZED 18 INCH PINE TREE, 55.3
 DH2852'FEET SOUTHEAST OF A 2 INCH IRON PIPE AND SIGN PAINTED WHITE AND
 DH2852'PROJECTION ABOUT 3 FEET, 34 FEET SOUTH OF THE CENTER OF GAS LINE
 DH2852'AND WOODS ROAD, 27.3 FEET NORTHEAST OF A LEANING 16 INCH PINE TREE
 DH2852'AND 1.3 FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 DH2852'
 DH2852'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED---COBB NO 1
 DH2852'1939---AND SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 5
 DH2852'INCHES.  IT IS 35.0 FEET SOUTH OF THE CENTER OF GAS LINE AND WOODS
 DH2852'ROAD, 12.0 FEET SOUTHWEST OF THE CENTER OF A DIM WOODS ROAD, 6.7 FEET
 DH2852'NORTH-NORTHWEST OF A 12 INCH OAK TREE, 4.4 FEET SOUTH-SOUTHEAST OF
 DH2852'A 10 INCH HICKORY TREE AND 1 FOOT NORTH OF A METAL WITNESS POST AND
 DH2852'SIGN.
 DH2852'
 DH2852'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED---COBB NO 2
 DH2852'1939---AND SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 6
 DH2852'INCHES.  IT IS 62.5 FEET NORTHEAST OF WHITE IRON PIPE, 52.0 FEET
 DH2852'NORTH OF THE CENTER OF GAS LINE AND WOODS ROAD, 22.0 FEET
 DH2852'NORTH-NORTHEAST OF BLAZED 18 INCH PINE TREE AND 1 FOOT SOUTHEAST OF
 DH2852'METAL WITNESS POST AND SIGN.
 DH2852'
 DH2852'AZIMUTH MARK IS A STANDARD DISK, STAMPED---COBB 1939---AND SET IN
 DH2852'TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES.  IT IS IN WOODS
 DH2852'200 FEET EAST OF THE STATION, 59.0 FEET SOUTH OF THE CENTER OF GAS
 DH2852'LINE AND WOODS ROAD, 15.5 FEET SOUTH OF THE CENTER OF A DIM WOODS
 DH2852'ROAD, 9.0 FEET NORTH OF A 12 INCH PINE TREE, 7.8 FEET NORTHEAST OF A
 DH2852'14 INCH PINE TREE AND 0.8 FOOT WEST OF A METAL WITNESS POST AND SIGN.
 DH2852
 DH2852                          STATION RECOVERY (1992)
 DH2852
 DH2852'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DH2852'THE STATION WAS RECOVERED IN GOOD CONDITION.  IT IS LOCATED NEAR THE
 DH2852'NORTHWEST CORNER OF BIRMINGHAM ON A TIMBERED KNOLL BETWEEN TWO
 DH2852'SUB-DIVISIONS AND ALONG A PIPELINE CLEARING. A NEW TO REACH FOLLOWS.
 DH2852'TO REACH THE STATION FROM THE ALABAMA HIGHWAY DEPARTMENT THIRD
 DH2852'DIVISION OFFICE ON U.S. 78 WEST IN BIRMINGHAM, DRIVE WEST ON U.S. 78
 DH2852'FOR 1.25 MI (2.01 KM) TO CHERRY AVE. ON THE RIGHT AT A TRAFFIC LIGHT,
 DH2852'TURN RIGHT ON CHERRY AVE. AND DRIVE NORTHERLY FOR 2.20 MI (3.54 KM)
 DH2852'TO HEFLIN AVE. E. ON THE LEFT AT AN OLDER WATER TANK, TURN LEFT ON
 DH2852'HEFLIN AVE. E. AND DRIVE WESTERLY FOR 0.75 MI (1.21 KM) TO CEDAR
 DH2852'CREST ROAD ON THE RIGHT JUST PAST HILLVIEW WEST FIRE DEPARTMENT, TURN
 DH2852'RIGHT ON CEDAR CREST ROAD AND DRIVE NORTHERLY FOR 0.50 MI (0.80 KM)
 DH2852'TO A T-INTERSECTION WITH SUBURBAN DRIVE, TURN RIGHT ON SUBURBAN DRIVE
 DH2852'AND DRIVE EASTERLY FOR 0.05 MI (0.08 KM) TO SPRUCEWOOD PLACE ON THE
 DH2852'LEFT, TURN LEFT ON SPRUCEWOOD PLACE AND DRIVE NORTHERLY AND THEN
 DH2852'WESTERLY FOR 0.20 MI (0.32 KM) TO AN UNNAMED STREET ON THE RIGHT JUST
 DH2852'PAST A SHARP CURVE TO THE LEFT, TURN RIGHT ON THE UNNAMED STREET AND
 DH2852'DRIVE NORTHERLY FOR 0.05 MI (0.08 KM) TO THE END OF PAVEMENT UNDER A
 DH2852'HIGH VOLTAGE POWER LINE, CONTINUE NORTHERLY ON A WOODS ROAD UNDER THE
 DH2852'POWER LINE FOR 0.05 MI (0.08 KM) TO A PIPE LINE CLEARING LEFT AND
 DH2852'RIGHT, TURN RIGHT ON THE PIPE LINE CLEARING AND DRIVE EASTERLY FOR
 DH2852'0.11 MI (0.18 KM) TO THE TOP OF THE HILL AND THE STATION.
 DH2852'GPS STATION 37-9 HAS A CLASSICAL TIE TO THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1848 ***********************************************************************
 DJ1848  DESIGNATION -  COCHRANE
 DJ1848  PID         -  DJ1848
 DJ1848  STATE/COUNTY-  AL/PICKENS
 DJ1848  USGS QUAD   -  DANCY (1982)
 DJ1848
 DJ1848                         *CURRENT SURVEY CONTROL
 DJ1848  ___________________________________________________________________
 DJ1848* NAD 83(1992)-  33 03 06.82957(N)    088 16 27.01947(W)     ADJUSTED  
 DJ1848* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 DJ1848  ___________________________________________________________________
 DJ1848  LAPLACE CORR-          -1.49  (seconds)                    DEFLEC99
 DJ1848  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DJ1848
 DJ1848  HORZ ORDER  -  SECOND
 DJ1848
 DJ1848.The horizontal coordinates were established by classical geodetic methods
 DJ1848.and adjusted by the National Geodetic Survey in December 1992..
 DJ1848
 DJ1848.The orthometric height was scaled from a topographic map.
 DJ1848
 DJ1848.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1848
 DJ1848.The geoid height was determined by GEOID03.
 DJ1848
 DJ1848;                    North         East     Units Scale Factor Converg.
 DJ1848;SPC AL W     -   338,634.151   527,697.439   MT  0.99999777   -0 25 20.1
 DJ1848;SPC MS E     -   393,933.704   352,222.530   MT  0.99998361   +0 18 17.9
 DJ1848;SPC MS E     - 1,292,430.83  1,155,583.42   sFT  0.99998361   +0 18 17.9
 DJ1848;UTM  16      - 3,657,761.794   381,037.882   MT  0.99977449   -0 41 42.0
 DJ1848
 DJ1848!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1848!SPC AL W     -   0.99998976  x   0.99999777  =   0.99998753
 DJ1848!SPC MS E     -   0.99998976  x   0.99998361  =   0.99997337
 DJ1848!UTM  16      -   0.99998976  x   0.99977449  =   0.99976426
 DJ1848
 DJ1848|---------------------------------------------------------------------|
 DJ1848| PID    Reference Object                     Distance      Geod. Az  |
 DJ1848|                                                           dddmmss.s |
 DJ1848| CG1406 COCHRANE RM 1                        27.566 METERS 09013     |
 DJ1848| CG1405 COCHRANE AZ MK                                     2083653.2 |
 DJ1848| CG1407 COCHRANE RM 2                        25.285 METERS 27011     |
 DJ1848|---------------------------------------------------------------------|
 DJ1848
 DJ1848                          SUPERSEDED SURVEY CONTROL
 DJ1848
 DJ1848  NAD 83(1986)-  33 03 06.83566(N)    088 16 27.02126(W) AD(       ) 2
 DJ1848  NAD 27      -  33 03 06.38300(N)    088 16 26.90500(W) AD(       ) 2
 DJ1848
 DJ1848.Superseded values are not recommended for survey control.
 DJ1848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1848.See file dsdata.txt to determine how the superseded data were derived.
 DJ1848
 DJ1848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8103857762(NAD 83)
 DJ1848_MARKER: DS = TRIANGULATION STATION DISK
 DJ1848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1848
 DJ1848  HISTORY     - Date     Condition        Report By
 DJ1848  HISTORY     - 1955     MONUMENTED       CGS
 DJ1848  HISTORY     - 1974     GOOD             LOCENG
 DJ1848
 DJ1848                          STATION DESCRIPTION
 DJ1848
 DJ1848'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1848'STATION IS LOCATED ON HIGHWAY PROPERTY IN THE WEST ANGLE OF THE
 DJ1848'INTERSECTION OF STATE HIGHWAYS 17 AND 71 ABOUT 8 MILES SOUTHWEST
 DJ1848'OF ALICEVILLE.  IT IS 190 FEET WEST OF THE CENTER OF THE ISLAND
 DJ1848'FORMED BY THE INTERSECTION OF THE HIGHWAYS, 51 FEET NORTH OF THE
 DJ1848'CENTER OF HIGHWAY 71, 3 FEET WEST OF A WHITE WITNESS POST AND
 DJ1848'1 FOOT SOUTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 DJ1848'STAMPED COCHRANE 1955.
 DJ1848'
 DJ1848'REFERENCE MARK NO. 1 IS 46 FEET NORTH OF THE CENTER OF THE HIGHWAY
 DJ1848'AND 1 FOOT SOUTHWEST OF A FENCE CORNER.  THE MARK IS FLUSH AND THE
 DJ1848'DISK IS STAMPED COCHRANE NO 1 1955.
 DJ1848'
 DJ1848'REFERENCE MARK NO. 2 IS 52 FEET NORTH OF THE CENTER OF THE HIGHWAY
 DJ1848'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH AND THE DISK IS
 DJ1848'STAMPED COCHRANE NO 2 1955.
 DJ1848'
 DJ1848'AZIMUTH MARK IS 60 FEET EAST OF THE CENTER OF HIGHWAY 17, 14 FEET
 DJ1848'SOUTH OF THE CENTER OF A GRAVEL DRIVEWAY, 2 FEET NORTHWEST OF A
 DJ1848'WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH
 DJ1848'AND THE DISK IS STAMPED COCHRANE 1955.
 DJ1848'
 DJ1848'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON HIGHWAY
 DJ1848'17 FOR 0.2 MILE TO A DRIVEWAY LEFT AND THE MARK ON THE LEFT AS
 DJ1848'DESCRIBED.
 DJ1848'
 DJ1848'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 DJ1848
 DJ1848                          STATION RECOVERY (1974)
 DJ1848
 DJ1848'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB)
 DJ1848'COCHRANE 1955 RECOVERED EXCELLENT.  FOUND STA AND BOTH RMS
 DJ1848'DESCRIPTION GOOD.
 DJ1848'
 DJ1848'DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MI SW ALICEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4155 ***********************************************************************
 BG4155  DESIGNATION -  COCHRANE
 BG4155  PID         -  BG4155
 BG4155  STATE/COUNTY-  AL/BALDWIN
 BG4155  USGS QUAD   -  BRIDGEHEAD (1982)
 BG4155
 BG4155                         *CURRENT SURVEY CONTROL
 BG4155  ___________________________________________________________________
 BG4155* NAD 83(1992)-  30 40 20.42011(N)    087 56 56.61947(W)     ADJUSTED  
 BG4155* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BG4155  ___________________________________________________________________
 BG4155  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 BG4155  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BG4155
 BG4155  HORZ ORDER  -  SECOND
 BG4155
 BG4155.The horizontal coordinates were established by classical geodetic methods
 BG4155.and adjusted by the National Geodetic Survey in December 1992..
 BG4155
 BG4155.The orthometric height was scaled from a topographic map.
 BG4155
 BG4155.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4155
 BG4155.The geoid height was determined by GEOID03.
 BG4155
 BG4155;                    North         East     Units Scale Factor Converg.
 BG4155;SPC AL W     -    74,615.292   556,969.480   MT  0.99995617   -0 13 44.7
 BG4155;UTM  16      - 3,393,673.902   409,086.569   MT  0.99970196   -0 29 03.0
 BG4155
 BG4155!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4155!SPC AL W     -   1.00000430  x   0.99995617  =   0.99996047
 BG4155!UTM  16      -   1.00000430  x   0.99970196  =   0.99970626
 BG4155
 BG4155|---------------------------------------------------------------------|
 BG4155| PID    Reference Object                     Distance      Geod. Az  |
 BG4155|                                                           dddmmss.s |
 BG4155| DD7720 COCHRANE RM 1                        23.840 METERS 02322     |
 BG4155| DD7721 COCHRANE RM 2                        24.015 METERS 10217     |
 BG4155| BG4147 RAGGED                              APPROX.10.1 KM 1605655.7 |
 BG4155|---------------------------------------------------------------------|
 BG4155
 BG4155                          SUPERSEDED SURVEY CONTROL
 BG4155
 BG4155  NAD 83(1986)-  30 40 20.44223(N)    087 56 56.62521(W) AD(       ) 2
 BG4155  NAD 27      -  30 40 19.75100(N)    087 56 56.64000(W) AD(       ) 2
 BG4155
 BG4155.Superseded values are not recommended for survey control.
 BG4155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4155.See file dsdata.txt to determine how the superseded data were derived.
 BG4155
 BG4155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU0908793674(NAD 83)
 BG4155_MARKER: DS = TRIANGULATION STATION DISK
 BG4155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4155
 BG4155  HISTORY     - Date     Condition        Report By
 BG4155  HISTORY     - 1935     MONUMENTED       CGS
 BG4155  HISTORY     - 1959     MARK NOT FOUND   CGS
 BG4155
 BG4155                          STATION DESCRIPTION
 BG4155
 BG4155'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BG4155'THE STATION IS APPROXIMATELY ONE MILE N OF THE SOUTHERNMOST TIP OF AN
 BG4155'ISLAND FORMED BY THE APALACHEE RIVER AND DUCKER BAY, AT THE HEAD OF
 BG4155'MOBILE BAY.  THE STATION MARK IS 260 FEET E OF THE E BANK OF THE
 BG4155'APALACHEE RIVER, 170 FEET N OF THE CENTER LINE OF U.S. HIGHWAY 90,
 BG4155'IN MARSH GRASS, APPROXIMATELY DUE N OF THE MOST EASTERLY CABLE
 BG4155'SUPPORT POST OF THE E APPROACH OF THE WOODEN BRIDGE OVER TENSAW
 BG4155'RIVER.  IT PROJECTS ABOUT 4 INCHES.
 BG4155'
 BG4155'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BG4155'SET IN CONCRETE.
 BG4155'
 BG4155'REFERENCE MARK NO.1 IS 23.840 METERS NNE OF THE STATION, 245 FEET N
 BG4155'OF THE CENTER LINE OF THE ROAD, AND 270 FEET E OF THE E BANK OF
 BG4155'APALACHEE RIVER.  IT PROJECTS ABOUT 4 INCHES.
 BG4155'
 BG4155'REFERENCE MARK NO.2 IS 24.015 METERS E OF THE STATION, 175 FEET N OF
 BG4155'THE CENTER LINE OF THE ROAD, AND 340 FEET E OF THE E BANK OF
 BG4155'APALACHEE RIVER.  IT PROJECTS ABOUT 4 INCHES.
 BG4155
 BG4155                          STATION RECOVERY (1959)
 BG4155
 BG4155'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4155'LOST.  THE STATION MARK AND REFERENCE MARKS WERE NOT FOUND AFTER A
 BG4155'TWO HOUR SEARCH.  REFERENCE DISTANCES PLACED THE MARKS IN AN AREA
 BG4155'WHICH HAS BEEN FILLED IN TO A DEPTH OF ABOUT TWO FEET.  THE AREA
 BG4155'WAS DUG TO A DEPTH OF THREE FEET WITH NO RESULTS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0275 ***********************************************************************
 BH0275  DESIGNATION -  CODEN
 BH0275  PID         -  BH0275
 BH0275  STATE/COUNTY-  AL/MOBILE
 BH0275  USGS QUAD   -  CODEN (1985)
 BH0275
 BH0275                         *CURRENT SURVEY CONTROL
 BH0275  ___________________________________________________________________
 BH0275* NAD 83(1992)-  30 23 02.27398(N)    088 14 26.13448(W)     ADJUSTED  
 BH0275* NAVD 88     -         4.005  (meters)      13.14   (feet)  POSTED    
 BH0275  ___________________________________________________________________
 BH0275  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BH0275  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BH0275  DYNAMIC HT  -           4.000 (meters)      13.12  (feet)  COMP
 BH0275  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 BH0275
 BH0275  HORZ ORDER  -  FIRST
 BH0275  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BH0275
 BH0275.The horizontal coordinates were established by classical geodetic methods
 BH0275.and adjusted by the National Geodetic Survey in May 1994..
 BH0275
 BH0275.The orthometric height was determined by differential leveling
 BH0275.and adjusted by the National Geodetic Survey in 1992..
 BH0275.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BH0275.rate of 1.1 thru 2.0 mm/km.
 BH0275
 BH0275.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0275
 BH0275.The geoid height was determined by GEOID03.
 BH0275
 BH0275.The dynamic height is computed by dividing the NAVD 88
 BH0275.geopotential number by the normal gravity value computed on the
 BH0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0275.degrees latitude (g = 980.6199 gals.).
 BH0275
 BH0275.The modeled gravity was interpolated from observed gravity values.
 BH0275
 BH0275;                    North         East     Units Scale Factor Converg.
 BH0275;SPC AL W     -    42,794.541   528,823.400   MT  0.99999581   -0 22 28.6
 BH0275;UTM  16      - 3,361,985.776   380,806.402   MT  0.99977527   -0 37 39.2
 BH0275
 BH0275!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0275!SPC AL W     -   1.00000379  x   0.99999581  =   0.99999960
 BH0275!UTM  16      -   1.00000379  x   0.99977527  =   0.99977906
 BH0275
 BH0275|---------------------------------------------------------------------|
 BH0275| PID    Reference Object                     Distance      Geod. Az  |
 BH0275|                                                           dddmmss.s |
 BH0275| BH0274 CODEN RM 1                           37.481 METERS 04806     |
 BH0275| DD7723 CODEN RM 3                           41.667 METERS 06428     |
 BH0275| BH0276 CODEN RM 2                           69.334 METERS 17600     |
 BH0275| BH2198 SOUTHERN PAPER COMPANY SOUTH STACK  APPROX.24.7 KM 2781034.3 |
 BH0275| BH2208 MOSS PT SOUTHERN PAPER N STACK      APPROX.24.7 KM 2781243.3 |
 BH0275| DD7722 CODEN AZ MK                                        3285220.4 |
 BH0275|---------------------------------------------------------------------|
 BH0275
 BH0275                          SUPERSEDED SURVEY CONTROL
 BH0275
 BH0275  NAD 83(1992)-  30 23 02.27470(N)    088 14 26.13502(W) AD(       ) 1
 BH0275  NAD 83(1986)-  30 23 02.29702(N)    088 14 26.13562(W) AD(       ) 1
 BH0275  NAD 27      -  30 23 01.57900(N)    088 14 26.11600(W) AD(       ) 1
 BH0275  NGVD 29 (06/24/99)    3.967  (m)           13.02   (f) ADJUSTED    1 2
 BH0275
 BH0275.Superseded values are not recommended for survey control.
 BH0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0275.See file dsdata.txt to determine how the superseded data were derived.
 BH0275
 BH0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8080661986(NAD 83)
 BH0275_MARKER: DS = TRIANGULATION STATION DISK
 BH0275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0275_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH0275_STAMPING: CODEN 1930
 BH0275_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0275+STABILITY: SURFACE MOTION
 BH0275
 BH0275  HISTORY     - Date     Condition        Report By
 BH0275  HISTORY     - 1930     MONUMENTED       CGS
 BH0275  HISTORY     - 1935     GOOD             CGS
 BH0275  HISTORY     - 1940     GOOD             CGS
 BH0275  HISTORY     - 1955     GOOD             CGS
 BH0275  HISTORY     - 1958     GOOD             CGS
 BH0275  HISTORY     - 1970     GOOD             NGS
 BH0275  HISTORY     - 1976     GOOD             NGS
 BH0275  HISTORY     - 1978     GOOD             NGS
 BH0275  HISTORY     - 1986     GOOD             NOS
 BH0275
 BH0275                          STATION DESCRIPTION
 BH0275
 BH0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 BH0275'IN THE VILLAGE OF CODEN ABOUT 1/4 MILE NW OF THE HIGHWAY BRIDGE OVER
 BH0275'BAYOU COQ D INDE OR CODEN, 125 FEET SW OF THE SW PROPERTY LINE OF
 BH0275'THIS HIGHWAY, OR 150 FEET SW OF THE CENTER LINE OF HIGHWAY, IN A
 BH0275'SUB-DIVISION ON LAND OWNED BY JAKE RABBY OF CODEN.  IT IS ON A
 BH0275'LOT LINE AND IS NOT LIKELY TO BE DISTURBED.  IT IS ABOUT 125 FEET SW
 BH0275'OF THE NORTHERN OF TWO ORNAMENTAL GATE POSTS MARKING ENTRANCE TO
 BH0275'SUB-DIVISION.
 BH0275'
 BH0275'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH0275'SET IN CONCRETE.
 BH0275'
 BH0275'REFERENCE MARK NO. 1 IS NEAR THE SOUTHERN OF THE TWO GATE POSTS,
 BH0275'28.45 FEET W OF THE CENTER LINE OF HIGHWAY.  THIS GATEWAY IS
 BH0275'MARKED PINE AVENUE.
 BH0275'
 BH0275'REFERENCE MARK NO. 2 IS ABOUT 300 FEET SW OF THE CENTER OF HIGHWAY,
 BH0275'50 FEET NW OF A PROMINENT LIVE OAK ABOUT 14 INCHES IN DIAMETER, AND
 BH0275'IS ON A LINE OF STAKES MARKING WESTERN EDGE OF WESTERNMOST STREET OF
 BH0275'THE SUB-DIVISION.  IT IS MIDWAY BETWEEN STAKES MARKED 4 AND 5.
 BH0275'
 BH0275'HEIGHT OF SIGNAL ABOVE STATION MARK - 34.4 METERS.
 BH0275
 BH0275                          STATION RECOVERY (1935)
 BH0275
 BH0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH0275'STATION AND REFERENCE MARKS WERE RECOVERED AND AN AZIMUTH MARK WAS
 BH0275'ADDED.  A NEW DESCRIPTION FOLLOWS-
 BH0275'
 BH0275'THE STATION IS IN THE VILLAGE OF CODEN ABOUT 1/4 MILE NW OF THE
 BH0275'HIGHWAY BRIDGE OVER BAYOU COQ D INDE OR CODEN, 125 FEET SW OF THE SW
 BH0275'PROPERTY LINE OF THIS HIGHWAY, OR 150 FEET SW OF THE CENTER LINE OF
 BH0275'THE HIGHWAY, ABOUT 125 FEET SW OF THE NORTHERLY OF TWO ORNAMENTAL
 BH0275'GATE POSTS, IN A SUB-DIVISION OF LAND OWNED BY JAKE REBBY OF CODEN.
 BH0275'IT IS MARKED ACCORDING TO.
 BH0275'
 BH0275'REFERENCE MARK NO. 1 IS NEAR THE NORTHERLY OF THE TWO GATE POSTS,
 BH0275'28.0 FEET S OF THE CENTER LINE OF THE HIGHWAY.
 BH0275'
 BH0275'REFERENCE MARK NO. 2 IS ABOUT 300 FEET SW OF THE HIGHWAY, 72 FEET NW
 BH0275'OF A PROMINENT LIVE OAK, ABOUT 20 INCHES IN DIAMETER, AND 2
 BH0275'FEET SE OF THE SE CORNER OF A FENCE SURROUNDING A TIN-ROOFED FRAME
 BH0275'HOUSE.
 BH0275'
 BH0275'THE AZIMUTH MARK IS ABOUT 0.25 MILE W OF THE STATION, 20 FEET S OF
 BH0275'THE CENTER LINE OF THE CONCRETE HIGHWAY.
 BH0275
 BH0275                          STATION RECOVERY (1940)
 BH0275
 BH0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (JNM)
 BH0275'DUE TO AN AUTOMOBILE WRECK, THE CODEN AZIMUTH MARK WAS DISTURBED.  IT
 BH0275'WAS REPLACED IN APPROXIMATELY THE ORIGINAL POSITION.  AZIMUTH
 BH0275'FROM STATION CODEN TO RE-LOCATED AZIMUTH MARK WAS DETERMINED BY ANGLE
 BH0275'FROM REFERENCE MARK NO. 2, USING DATA SHOWN IN RECOVERY
 BH0275'DESCRIPTION OF G.L.A., 1935.
 BH0275'
 BH0275'LINE FROM STATION CODEN TO CROSS ON CATHOLIC CHURCH IS NO LONGER
 BH0275'INTERVISIBLE, DUE TO NEW BUILDING.  STATION CODEN AND OTHER MARKS
 BH0275'IN GOOD CONDITION, AND AS DESCRIBED.
 BH0275
 BH0275                          STATION RECOVERY (1955)
 BH0275
 BH0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0275'IN CODEN.
 BH0275'AT CODEN, ABOUT 0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM BRIDGE OVER
 BH0275'BAYOU CODEN, ABOUT 0.1 MILE NORTHWEST OF THE POST OFFICE, AT THE
 BH0275'JUNCTION OF A GRADED STREET LEADING SOUTHWEST, IN A GROVE OF PINE
 BH0275'TREES ON A VACANT LOT, 150 FEET SOUTHWEST OF CENTER LINE OF PAVED
 BH0275'ROAD, 38 1/2 FEET NORTHWEST OF CENTER LINE OF GRADED STREET SOUTHWEST,
 BH0275'151 FEET NORTHEAST OF CENTER LINE OF A NORTHWEST-SOUTHEAST GRADED
 BH0275'STREET, 122.1 FEET SOUTHWEST OF RM NO. 1, 228 FEET NORTH AND ACROSS
 BH0275'STREETS FROM RM NO. 2, ABOUT 1/2 FOOT ABOVE LEVEL OF STREET SOUTHWEST
 BH0275'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BH0275
 BH0275                          STATION RECOVERY (1958)
 BH0275
 BH0275'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH0275'THE STATION IS IN THE VILLAGE OF CODEN 0.15 MILE NORTHWEST OF THE
 BH0275'POST OFFICE ON STATE HWY NO. 188 AND THE FIRST STREET SOUTHWEST OF
 BH0275'THE POST OFFICE, ON A VACANT LOT COVERED WITH PINE TREES OWNED BY
 BH0275'ENID RABBY, 150.0 FT SW OF STATE HWY NO.  188, 39.5 FT W OF THE
 BH0275'UNPAVED STREET AND 56.4 FT W OF A STEEL WIRE FENCE.
 BH0275'
 BH0275'RM NO. 2 PUBLISHED DESCRIPTION IS ADEQUATE.
 BH0275'
 BH0275'RM NO. 1 IS 28.0 FT S OF STATE HWY NO. 188, 22.0 FT W OF UNPAVED
 BH0275'STREET AND 38.7 FT W OF A FENCE CORNER.
 BH0275
 BH0275                          STATION RECOVERY (1970)
 BH0275
 BH0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WGT)
 BH0275'THE STATION AND REFERENCE MARKS RECOVERED AND FOUND IN GOOD
 BH0275'CONDITION.  THE STATION MARK IS 0.1 MILE NORTHWEST ALONG STATE
 BH0275'HIGHWAY 188 THENCE SOUTHWEST ALONG A DIRT STREET FOR 150 FEET TO THE
 BH0275'MARK ON THE RIGHT.  IT IS 147 FEET NORTH-NORTHEAST OF A STREET
 BH0275'INTERSECTION, 81 FEET NORTH OF NORTH POST OF DOUBLE GATE IN CYCLONE
 BH0275'FENCE AND 37 FEET NORTHWEST OF OF CENTERLINE OF DIRT STREET.
 BH0275'
 BH0275'R.M. NO. 1 IS NORTHEAST OF STATION, 28 FEET SOUTHWEST OF CENTERLINE
 BH0275'OF HIGHWAY 188, 22 FEET NORTHWEST OF CENTERLINE OF DIRT STREET AND
 BH0275'39 FEET NORTHWEST OF A FENCE CORNER.
 BH0275'
 BH0275'R.M. NO. 2 IS 69 METERS SOUTH OF THE STATION, 22 FEET NORTHWEST OF
 BH0275'SOUTHEAST CORNER OF YARD, 14 FEET SOUTHWEST OF CENTER OF STREET, 30
 BH0275'FEET NORTHWEST OF 3-FOOT LIVE OAK TREE AND 1 FOOT NORTHEAST OF A
 BH0275'FENCE.
 BH0275'
 BH0275'THE AZIMUTH MARK WAS NOT RECOVERED
 BH0275'
 BH0275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- AT CODEN.
 BH0275
 BH0275                          STATION RECOVERY (1976)
 BH0275
 BH0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH0275'STATION MARK WAS RECOVERED AND FOUND IN GOOD CONDITION.  REFERENCE
 BH0275'MARK NO. 1 WAS FOUND LAYING ON TOP OF GROUND, REFERENCE MARK
 BH0275'NO. 2 WAS NOT RECOVERED THERE IS A FENCE LINE WHERE THE MARK
 BH0275'WAS DESCRIBED, AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.
 BH0275'
 BH0275'THE 1930 DESCRIPTION IS ADEQUATE.
 BH0275'
 BH0275'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH0275'IN THE VILLAGE OF CODEN.
 BH0275
 BH0275                          STATION RECOVERY (1978)
 BH0275
 BH0275'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BH0275'THE STATION MARK AND REFERENCE MARK NO.2 WERE RECOVERED IN GOOD
 BH0275'CONDITION.  REFERENCE MARK NO.1 WAS FOUND DESTROYED AND THE DISK WAS
 BH0275'RECLAIMED.  THE AZIMUTH MARK WAS NOT FOUND AND IS BELIEVED
 BH0275'DESTROYED.  A NEW REFERENCE MARK NO.3 WAS ESTABLISHED AT THIS
 BH0275'TIME.  NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK DUE
 BH0275'TO WOODS AND BUILDINGS A COMPLETE NEW DESCRIPTION FOLLOWS.
 BH0275'
 BH0275'STATION IS LOCATED IN THE VILLAGE OF CODEN, ABOUT 0.25 MILE
 BH0275'NORTHWEST OF THE BRIDGE OVER BAYOU CODEN.
 BH0275'
 BH0275'TO REACH FROM THE POST OFFICE IN CODEN, GO WESTERLY ON STATE HWY. 188
 BH0275'FOR 0.12 MILE TO A SIDE ROAD ON THE LEFT, TURN LEFT FOR ABOUT 150
 BH0275'FEET TO STATION ON THE RIGHT.
 BH0275'
 BH0275'STATION MARK IS A STANDARD DISK STAMPED CODEN 1930, SET IN THE TOP OF
 BH0275'A SQUARE CONCRETE POST, PROJECTING 3 INCHES.  IT IS 150 FEET
 BH0275'SOUTH-SOUTHWEST OF THE CENTER OF STATE HWY. 188, 47 FEET
 BH0275'WEST-SOUTHWEST OF POWER POLE NO.3872 WITH TRANSFORMER ATTACHED, 39
 BH0275'FEET WEST OF THE CENTER OF SAND ROAD AND 2 FEET EAST OF A METAL
 BH0275'WITNESS POST AND SIGN.
 BH0275'
 BH0275'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED CODEN NO 2 1930, SET
 BH0275'IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 3 INCHES.  IT IS 33
 BH0275'FEET NORTHWEST OF A 5 FOOT LIVE OAK TREE, 26.8 FEET NORTH-NORTHEAST
 BH0275'OF THE NORTHEAST CORNER OF PORCH OF FRAME HOUSE, 17 FEET SOUTH OF THE
 BH0275'CENTER OF EAST-WEST SAND ROAD AND 0.5 FOOT NORTH OF A METAL WITNESS
 BH0275'POST AND SIGN IN FENCELINE.
 BH0275'
 BH0275'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED CODEN 1930 NO.3 1978,
 BH0275'SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 26
 BH0275'FEET SOUTH OF THE CENTER OF STATE HWY. 188, 18 FEET EAST OF THE
 BH0275'CENTER OF NORTH-SOUTH SAND ROAD, 1.3 FEET SOUTH OF A POWER POLE AND
 BH0275'1.3 FEET NORTHWEST OF A METAL WITNESS POST AND SIGN.
 BH0275
 BH0275                          STATION RECOVERY (1986)
 BH0275
 BH0275'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH0275'THE LOT HAS BEEN CLEARED BY THE PRESENT OWNER, MICHAEL ESFELLER
 BH0275'OF ROCK ROAD, CODEN ALABAMA 824-2290.  REFERENCE MARK NO 2 WAS
 BH0275'RECOVERED AND THE DISTANCE CHECKED.  REFERENCE NO 1 WAS SEARCHED
 BH0275'FOR BUT NOT RECOVERED.  LOCAL RESIDENTS CLAIMED THE MONUMENT WAS
 BH0275'DESTROYED AND REMOVED BY CONSTRUCTION.  A REFERENCE MARK NO 4
 BH0275'NOT MENTIONED IN THE NGS DESCRIPTION, WAS FOUND NORTH-NORTHEAST
 BH0275'FROM THE STATION A DISTANCE OF 136.7 FEET.  IT WAS ASSUMED THIS WAS
 BH0275'SET BY THE NGS MARK DUSTER.
 BH0275'
 BH0275'RECOVERED BY R DECROIX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0274 ***********************************************************************
 BH0274  DESIGNATION -  CODEN RM 1
 BH0274  PID         -  BH0274
 BH0274  STATE/COUNTY-  AL/MOBILE
 BH0274  USGS QUAD   -  CODEN (1985)
 BH0274
 BH0274                         *CURRENT SURVEY CONTROL
 BH0274  ___________________________________________________________________
 BH0274* NAD 83(1986)-  30 23 02.     (N)    088 14 26.     (W)     SCALED    
 BH0274* NAVD 88     -         4.017  (meters)      13.18   (feet)  POSTED    
 BH0274  ___________________________________________________________________
 BH0274  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BH0274  DYNAMIC HT  -           4.010 (meters)      13.16  (feet)  COMP
 BH0274  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 BH0274
 BH0274  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BH0274
 BH0274.The horizontal coordinates were scaled from a topographic map and have
 BH0274.an estimated accuracy of +/- 6 seconds.
 BH0274
 BH0274.The orthometric height was determined by differential leveling
 BH0274.and adjusted by the National Geodetic Survey in 1992..
 BH0274.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BH0274.rate of 1.1 thru 2.0 mm/km.
 BH0274
 BH0274.The geoid height was determined by GEOID03.
 BH0274
 BH0274.The dynamic height is computed by dividing the NAVD 88
 BH0274.geopotential number by the normal gravity value computed on the
 BH0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0274.degrees latitude (g = 980.6199 gals.).
 BH0274
 BH0274.The modeled gravity was interpolated from observed gravity values.
 BH0274
 BH0274;                    North         East    Units  Estimated Accuracy
 BH0274;SPC AL W     -    42,790.      528,830.      MT  (+/- 180 meters Scaled)
 BH0274
 BH0274                          SUPERSEDED SURVEY CONTROL
 BH0274
 BH0274  NGVD 29 (06/24/99)    3.979  (m)           13.05   (f) ADJUSTED    1 2
 BH0274
 BH0274.Superseded values are not recommended for survey control.
 BH0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0274.See file dsdata.txt to determine how the superseded data were derived.
 BH0274
 BH0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU808619(NAD 83)
 BH0274_MARKER: DR = REFERENCE MARK DISK
 BH0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0274_STAMPING: CODEN NO 1 1930
 BH0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0274+STABILITY: SURFACE MOTION
 BH0274
 BH0274  HISTORY     - Date     Condition        Report By
 BH0274  HISTORY     - 1930     MONUMENTED       CGS
 BH0274  HISTORY     - 1955     GOOD             CGS
 BH0274
 BH0274                          STATION DESCRIPTION
 BH0274
 BH0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0274'IN CODEN.
 BH0274'AT CODEN, ABOUT 0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM BRIDGE OVER
 BH0274'BAYOU CODEN, ABOUT 0.1 MILE NORTHWEST OF THE POST OFFICE, AT THE
 BH0274'JUNCTION OF A GRADED STREET LEADING SOUTHWEST, 28 FEET SOUTHWEST OF
 BH0274'CENTER LINE OF PAVED ROAD, 35 FEET WEST OF CENTER OF JUNCTION OF
 BH0274'STREET SOUTHWEST, 20 FEET NORTHWEST OF CENTER LINE OF STREET
 BH0274'SOUTHWEST, 122.1 FEET NORTHEAST OF THE STATION MARK, 10 FEET WEST OF
 BH0274'NORTHWEST END OF A 20-INCH PIPE CULVERT UNDER STREET SOUTHWEST, ABOUT
 BH0274'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BH0274'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0276 ***********************************************************************
 BH0276  DESIGNATION -  CODEN RM 2
 BH0276  PID         -  BH0276
 BH0276  STATE/COUNTY-  AL/MOBILE
 BH0276  USGS QUAD   -  CODEN (1985)
 BH0276
 BH0276                         *CURRENT SURVEY CONTROL
 BH0276  ___________________________________________________________________
 BH0276* NAD 83(1986)-  30 23 02.     (N)    088 14 26.     (W)     SCALED    
 BH0276* NAVD 88     -         3.882  (meters)      12.74   (feet)  POSTED    
 BH0276  ___________________________________________________________________
 BH0276  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BH0276  DYNAMIC HT  -           3.880 (meters)      12.73  (feet)  COMP
 BH0276  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 BH0276
 BH0276  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0276
 BH0276.The horizontal coordinates were scaled from a topographic map and have
 BH0276.an estimated accuracy of +/- 6 seconds.
 BH0276
 BH0276.The orthometric height was determined by differential leveling
 BH0276.and adjusted by the National Geodetic Survey in 1992..
 BH0276.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0276.rate of 0.0 thru 1.0 mm/km.
 BH0276
 BH0276.The geoid height was determined by GEOID03.
 BH0276
 BH0276.The dynamic height is computed by dividing the NAVD 88
 BH0276.geopotential number by the normal gravity value computed on the
 BH0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0276.degrees latitude (g = 980.6199 gals.).
 BH0276
 BH0276.The modeled gravity was interpolated from observed gravity values.
 BH0276
 BH0276;                    North         East    Units  Estimated Accuracy
 BH0276;SPC AL W     -    42,790.      528,830.      MT  (+/- 180 meters Scaled)
 BH0276
 BH0276                          SUPERSEDED SURVEY CONTROL
 BH0276
 BH0276  NGVD 29 (06/24/99)    3.844  (m)           12.61   (f) ADJUSTED    1 2
 BH0276
 BH0276.Superseded values are not recommended for survey control.
 BH0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0276.See file dsdata.txt to determine how the superseded data were derived.
 BH0276
 BH0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU808619(NAD 83)
 BH0276_MARKER: DR = REFERENCE MARK DISK
 BH0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0276_STAMPING: CODEN NO 2 1930
 BH0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0276+STABILITY: SURFACE MOTION
 BH0276
 BH0276  HISTORY     - Date     Condition        Report By
 BH0276  HISTORY     - 1930     MONUMENTED       CGS
 BH0276  HISTORY     - 1955     GOOD             CGS
 BH0276
 BH0276                          STATION DESCRIPTION
 BH0276
 BH0276'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0276'IN CODEN.
 BH0276'AT CODEN, ABOUT 0.2 MILE NORTHWEST ALONG A PAVED ROAD FROM THE BRIDGE
 BH0276'OVER BAYOU CODEN, THENCE 1 BLOCK SOUTHWEST ALONG A GRADED STREET, AT
 BH0276'THE JUNCTION OF A NORTHWEST-SOUTHEAST GRADED STREET, 12 FEET SOUTHWEST
 BH0276'OF CENTER LINE OF STREET LEADING SOUTHEAST, 120 FEET SOUTHEAST OF
 BH0276'CENTER OF JUNCTION OF STREET LEADING NORTHEAST TO PAVED ROAD, 34 1/2
 BH0276'FEET EAST-NORTHEAST OF THE EAST CORNER OF A WHITE FRAME HOUSE, 1 1/2
 BH0276'FEET EAST OF A FENCE CORNER, ABOUT 1/2 FOOT ABOVE LEVEL OF STREET
 BH0276'SOUTHEAST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2676 ***********************************************************************
 DH2676  DESIGNATION -  CODY
 DH2676  PID         -  DH2676
 DH2676  STATE/COUNTY-  AL/LAMAR
 DH2676  USGS QUAD   -  BELK (1967)
 DH2676
 DH2676                         *CURRENT SURVEY CONTROL
 DH2676  ___________________________________________________________________
 DH2676* NAD 83(1992)-  33 41 03.65455(N)    087 58 57.10103(W)     ADJUSTED  
 DH2676* NAVD 88     -       172.     (meters)     564.     (feet)  SCALED    
 DH2676  ___________________________________________________________________
 DH2676  LAPLACE CORR-           0.07  (seconds)                    DEFLEC99
 DH2676  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DH2676
 DH2676  HORZ ORDER  -  SECOND
 DH2676
 DH2676.The horizontal coordinates were established by classical geodetic methods
 DH2676.and adjusted by the National Geodetic Survey in December 1992..
 DH2676
 DH2676.The orthometric height was scaled from a topographic map.
 DH2676
 DH2676.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2676
 DH2676.The geoid height was determined by GEOID03.
 DH2676
 DH2676;                    North         East     Units Scale Factor Converg.
 DH2676;SPC AL W     -   408,613.375   555,260.316   MT  0.99995800   -0 16 03.4
 DH2676;UTM  16      - 3,727,591.162   408,929.700   MT  0.99970225   -0 32 41.9
 DH2676
 DH2676!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2676!SPC AL W     -   0.99997738  x   0.99995800  =   0.99993538
 DH2676!UTM  16      -   0.99997738  x   0.99970225  =   0.99967964
 DH2676
 DH2676:                Primary Azimuth Mark                     Grid Az
 DH2676:SPC AL W     -  CODY AZ MK                               104 03 42.6
 DH2676:UTM  16      -  CODY AZ MK                               104 20 21.1
 DH2676
 DH2676|---------------------------------------------------------------------|
 DH2676| PID    Reference Object                     Distance      Geod. Az  |
 DH2676|                                                           dddmmss.s |
 DH2676| CG1408 CODY AZ MK                                         1034739.2 |
 DH2676| DH2672 CAINS RIDGE LOT                     APPROX.13.6 KM 1195504.8 |
 DH2676| CG1409 CODY RM 1                            19.050 METERS 15641     |
 DH2676| CG1410 CODY RM 2                            18.608 METERS 25630     |
 DH2676|---------------------------------------------------------------------|
 DH2676
 DH2676                          SUPERSEDED SURVEY CONTROL
 DH2676
 DH2676  NAD 83(1986)-  33 41 03.66052(N)    087 58 57.10170(W) AD(       ) 2
 DH2676  NAD 27      -  33 41 03.26400(N)    087 58 57.01600(W) AD(       ) 2
 DH2676
 DH2676.Superseded values are not recommended for survey control.
 DH2676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2676.See file dsdata.txt to determine how the superseded data were derived.
 DH2676
 DH2676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0893027591(NAD 83)
 DH2676_MARKER: DS = TRIANGULATION STATION DISK
 DH2676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2676_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2676
 DH2676  HISTORY     - Date     Condition        Report By
 DH2676  HISTORY     - 1950     MONUMENTED       CGS
 DH2676
 DH2676                          STATION DESCRIPTION
 DH2676
 DH2676'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2676'STATION IS ABOUT 7 MILES NORTH OF KENNEDY, ON A PROMINENT
 DH2676'WOODED KNOLL OWNED BY EULA TAYLOR.  IT IS ABOUT 0.1 MILE
 DH2676'NORTHWEST OF THE TAYLOR FARM HOUSE AND 56 FEET SOUTHWEST OF A
 DH2676'POWER LINE POLE.
 DH2676'
 DH2676'TO REACH THE STATION FROM THE POST OFFICE IN BELK, GO WEST ON A
 DH2676'GRAVEL ROAD 0.7 MILE TO A CROSSROADS, CONTINUE WEST 0.75 MILE
 DH2676'TO A T-ROAD, TURN RIGHT, GO NORTH 0.2 MILE TO A FORK, BEAR LEFT,
 DH2676'GO WEST 1.0 MILE TO A FORK, BEAR LEFT,
 DH2676'AND CONTINUE WESTERLY ON A WINDING ROAD 0.4 MILE TO A FORK, BEAR
 DH2676'LEFT, GO WEST AND NORTH 1.1 MILES TO THE AZIMUTH MARK ON THE
 DH2676'RIGHT, TURN LEFT, GO WEST 0.4 MILE TO THE STATION ON THE RIGHT.
 DH2676'
 DH2676'STATION MARK PROJECTS 4 INCHES AND THE DISK IS STAMPED CODY 1950.
 DH2676'
 DH2676'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED CODY
 DH2676'NO 1 1950.
 DH2676'
 DH2676'REFERENCE MARK NO. 2 PROJECTS 3 INCHES AND THE DISK IS STAMPED CODY
 DH2676'NO 2 1950.
 DH2676'
 DH2676'THE AZIMUTH MARK IS 74 FEET NORTHEAST OF THE APPROXIMATE
 DH2676'CENTER OF A CROSSROADS AND 2 FEET NORTH OF A WITNESS POST.
 DH2676'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED CODY 1950.
 DH2676'
 DH2676'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DH2676'CYLINDERS.
 DH2676'
 DH2676'HEIGHT OF LIGHT ABOVE STATION MARK- 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2147 ***********************************************************************
 BT2147  DESIGNATION -  COFFEE
 BT2147  PID         -  BT2147
 BT2147  STATE/COUNTY-  AL/COFFEE
 BT2147  USGS QUAD   -  COFFEE SPRINGS (1979)
 BT2147
 BT2147                         *CURRENT SURVEY CONTROL
 BT2147  ___________________________________________________________________
 BT2147* NAD 83(1992)-  31 11 45.99443(N)    085 57 07.53798(W)     ADJUSTED  
 BT2147* NAVD 88     -        87.     (meters)     285.     (feet)  SCALED    
 BT2147  ___________________________________________________________________
 BT2147  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BT2147  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BT2147
 BT2147  HORZ ORDER  -  FIRST
 BT2147
 BT2147.The horizontal coordinates were established by classical geodetic methods
 BT2147.and adjusted by the National Geodetic Survey in December 1992..
 BT2147
 BT2147.The orthometric height was scaled from a topographic map.
 BT2147
 BT2147.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2147
 BT2147.The geoid height was determined by GEOID03.
 BT2147
 BT2147;                    North         East     Units Scale Factor Converg.
 BT2147;SPC AL E     -    77,178.473   188,681.588   MT  0.99996158   -0 03 41.5
 BT2147;UTM  16      - 3,451,809.057   599,836.755   MT  0.99972294   +0 32 34.2
 BT2147
 BT2147!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2147!SPC AL E     -   0.99999059  x   0.99996158  =   0.99995217
 BT2147!UTM  16      -   0.99999059  x   0.99972294  =   0.99971353
 BT2147
 BT2147|---------------------------------------------------------------------|
 BT2147| PID    Reference Object                     Distance      Geod. Az  |
 BT2147|                                                           dddmmss.s |
 BT2147| CY9250 COFFEE RM 1                          24.481 METERS 00326     |
 BT2147| BT2154 ENTERPRISE BAMA COTTON STACK        APPROX.15.8 KM 0355614.1 |
 BT2147| BT2158 ENTERPRISE COLUMBIAN PEANUT TK      APPROX.16.1 KM 0380552.5 |
 BT2147| CY9249 COFFEE AZ MK                                       0694808.5 |
 BT2147| CY9251 COFFEE RM 2                          24.689 METERS 08803     |
 BT2147| BT2148 COFFEE SPRINGS MUN TANK             APPROX. 4.7 KM 1293203.0 |
 BT2147|---------------------------------------------------------------------|
 BT2147
 BT2147                          SUPERSEDED SURVEY CONTROL
 BT2147
 BT2147  NAD 83(1986)-  31 11 46.00620(N)    085 57 07.54061(W) AD(       ) 1
 BT2147  NAD 27      -  31 11 45.38300(N)    085 57 07.76200(W) AD(       ) 1
 BT2147
 BT2147.Superseded values are not recommended for survey control.
 BT2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2147.See file dsdata.txt to determine how the superseded data were derived.
 BT2147
 BT2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV9983751809(NAD 83)
 BT2147_MARKER: DS = TRIANGULATION STATION DISK
 BT2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2147
 BT2147  HISTORY     - Date     Condition        Report By
 BT2147  HISTORY     - 1943     MONUMENTED       CGS
 BT2147  HISTORY     - 1966     GOOD             AMS
 BT2147
 BT2147                          STATION DESCRIPTION
 BT2147
 BT2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2147'THE STATION IS LOCATED ABOUT 3 MILES NW OF COFFEE SPRINGS, 2 FEET
 BT2147'S OF A FENCE LINE WHICH IS SUPPOSED TO BE THE COFFEE-GENEVA COUNTY
 BT2147'LINE.  IT IS 2 FEET S AND 3 FEET W OF A T-FENCE INTERSECTION
 BT2147'(STEM N).  IT PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 BT2147'COFFEE 1943.
 BT2147'
 BT2147'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2147'DISKS SET IN CONCRETE.
 BT2147'
 BT2147'REFERENCE MARK NO. 1 IS N OF THE STATION AND 1 FOOT W OF THE
 BT2147'N AND S FENCE LINE.  IT PROJECTS 4 INCHES AND THE DISK IS STAMPED
 BT2147'COFFEE NO. 1 1943.
 BT2147'
 BT2147'REFERENCE MARK NO. 2 IS E OF THE STATION AND 1 FOOT S OF THE
 BT2147'E AND W FENCE LINE.  IT PROJECTS 4 INCHES AND THE DISK IS
 BT2147'STAMPED COFFEE NO. 2 1943.
 BT2147'
 BT2147'THE AZIMUTH MARK IS LOCATED 0.25 MILE NE OF THE STATION, 16
 BT2147'FEET N OF THE CENTER OF A GRADED DIRT ROAD AND ACROSS THE ROAD
 BT2147'FROM AN UNOCCUPIED NEGRO SHACK.  IT IS IN THE LINE BETWEEN TWO
 BT2147'FIELDS, PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED COFFEE
 BT2147'1943.  TO REACH FROM THE BOARD GATE INTO THE FIELD IN WHICH THE
 BT2147'STATION IS LOCATED GO NORTHEASTERLY FOR 0.2 MILE TO THE AZIMUTH
 BT2147'MARK ON THE RIGHT.
 BT2147'
 BT2147'TO REACH THE STATION FROM THE WATER TANK IN COFFEE SPRINGS GO
 BT2147'WESTERLY FOR 0.25 MILE THEN TURN LEFT AND GO 1.0 MILE, THERE TURN
 BT2147'RIGHT AND GO 0.5 MILE TO A T-ROAD LEFT.  TURN LEFT AND GO 1.8
 BT2147'MILES TO FORKS AT COUNTY LINE AND A BOARD GATE ON THE LEFT (HOUSE
 BT2147'ON THE RIGHT).  TURN LEFT THROUGH THE GATE AND FOLLOW ALONG S
 BT2147'SIDE OF FENCE LINE, IN HOG LOT, FOR 0.1 MILE TO T-FENCE CORNER
 BT2147'(STEM N) AND THE STATION.
 BT2147'
 BT2147'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT GRIMES.
 BT2147'
 BT2147'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT KEYTON.
 BT2147'
 BT2147'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT BELLWOOD.
 BT2147'
 BT2147'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT LYTLE.
 BT2147'
 BT2147'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BT2147
 BT2147                          STATION RECOVERY (1966)
 BT2147
 BT2147'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 BT2147'STATION WAS RECOVERED AS DESCRIBED.  N-S FENCE IS GONE.  STATION
 BT2147'IS ONE FOOT S OF E-W FENCE AND 7.25 FEET W OF A 10-INCH SASSAFRAS
 BT2147'TREE AND 4 FEET W OF FENCE POST.
 BT2147'
 BT2147'R.M. 1 WAS FOUND DISTURBED, ARROW POINTED NORTH AND MEASUREMENT TO
 BT2147'STATION WAS ABOUT 14 INCHES SHORT.  MARK PROJECTED 20 INCHES AND
 BT2147'LOOSE.  N-S FENCE GONE.  AT REQUEST OF OWNER OF THE DISK WAS
 BT2147'REMOVED AS IT WAS IN MIDDLE OF HIS CULTIVATED FIELD.  HE PLANS
 BT2147'TO YANK MONUMENT OUT.
 BT2147'
 BT2147'R.M. 2 WAS RECOVERED AS DESCRIBED, IT IS 6 INCHES S OF E-W FENCE.
 BT2147'
 BT2147'AZIMUTH MARK RECOVERED AS DESCRIBED EXCEPT PROJECTS 2 FEET AND
 BT2147'IS ON YOUR LEFT GOING NORTHEASTERLY FROM THE BOARD GATE TO THE
 BT2147'STATION MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2148 ***********************************************************************
 BT2148  DESIGNATION -  COFFEE SPRINGS MUN TANK
 BT2148  PID         -  BT2148
 BT2148  STATE/COUNTY-  AL/GENEVA
 BT2148  USGS QUAD   -  COFFEE SPRINGS (1979)
 BT2148
 BT2148                         *CURRENT SURVEY CONTROL
 BT2148  ___________________________________________________________________
 BT2148* NAD 83(1992)-  31 10 08.18933(N)    085 54 49.75098(W)     ADJUSTED  
 BT2148* NAVD 88     -                                                        
 BT2148  ___________________________________________________________________
 BT2148  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 BT2148  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BT2148
 BT2148  HORZ ORDER  -  THIRD
 BT2148
 BT2148.The horizontal coordinates were established by classical geodetic methods
 BT2148.and adjusted by the National Geodetic Survey in December 1992..
 BT2148
 BT2148
 BT2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2148
 BT2148.The geoid height was determined by GEOID03.
 BT2148
 BT2148;                    North         East     Units Scale Factor Converg.
 BT2148;SPC AL E     -    74,163.110   192,327.098   MT  0.99996073   -0 02 30.0
 BT2148;UTM  16      - 3,448,832.994   603,512.996   MT  0.99973216   +0 33 44.0
 BT2148
 BT2148                          SUPERSEDED SURVEY CONTROL
 BT2148
 BT2148  NAD 83(1986)-  31 10 08.19991(N)    085 54 49.75241(W) AD(       ) 4
 BT2148  NAD 27      -  31 10 07.57100(N)    085 54 49.97600(W) AD(       ) 3
 BT2148
 BT2148.Superseded values are not recommended for survey control.
 BT2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2148.See file dsdata.txt to determine how the superseded data were derived.
 BT2148
 BT2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0351348833(NAD 83)
 BT2148_MARKER: 53 = ELEVATED TANK
 BT2148
 BT2148  HISTORY     - Date     Condition        Report By
 BT2148  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2148  HISTORY     - 1966     GOOD             AMS
 BT2148
 BT2148                          STATION DESCRIPTION
 BT2148
 BT2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2148'THIS INTERSECTION STATION IS LOCATED IN THE NW SECTION OF THE
 BT2148'TOWN.  IT IS A BOWL PAINTED SILVER, SUPPORTED BY A FOUR-LEGGED
 BT2148'STEEL STRUCTURE, ABOUT 100 FEET HIGH.  POINT OBSERVED UPON WAS
 BT2148'THE APEX OF THE BOWL.
 BT2148
 BT2148                          STATION RECOVERY (1966)
 BT2148
 BT2148'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1966
 BT2148'STATION RECOVERED AS DESCRIBED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1409 ***********************************************************************
 BV1409  DESIGNATION -  COFFEEVILLE
 BV1409  PID         -  BV1409
 BV1409  STATE/COUNTY-  AL/CLARKE
 BV1409  USGS QUAD   -  COFFEEVILLE (1981)
 BV1409
 BV1409                         *CURRENT SURVEY CONTROL
 BV1409  ___________________________________________________________________
 BV1409* NAD 83(1992)-  31 45 29.03483(N)    088 05 46.04168(W)     ADJUSTED  
 BV1409* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 BV1409  ___________________________________________________________________
 BV1409  LAPLACE CORR-          -0.76  (seconds)                    DEFLEC99
 BV1409  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BV1409
 BV1409  HORZ ORDER  -  FIRST
 BV1409
 BV1409.The horizontal coordinates were established by classical geodetic methods
 BV1409.and adjusted by the National Geodetic Survey in May 1994..
 BV1409
 BV1409.The orthometric height was scaled from a topographic map.
 BV1409
 BV1409.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1409
 BV1409.The geoid height was determined by GEOID03.
 BV1409
 BV1409;                    North         East     Units Scale Factor Converg.
 BV1409;SPC AL W     -   195,053.811   543,526.393   MT  0.99997265   -0 18 49.6
 BV1409;UTM  16      - 3,514,142.237   396,191.569   MT  0.99973290   -0 34 37.1
 BV1409
 BV1409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1409!SPC AL W     -   0.99999712  x   0.99997265  =   0.99996977
 BV1409!UTM  16      -   0.99999712  x   0.99973290  =   0.99973002
 BV1409
 BV1409|---------------------------------------------------------------------|
 BV1409| PID    Reference Object                     Distance      Geod. Az  |
 BV1409|                                                           dddmmss.s |
 BV1409| CG1412 COFFEEVILLE RM 1                     23.690 METERS 00340     |
 BV1409| CG1413 COFFEEVILLE RM 2                     19.947 METERS 11456     |
 BV1409| CG1411 COFFEEVILLE AZ MK                                  1274443.9 |
 BV1409| BV1411 DANIELS                             APPROX.14.8 KM 3211502.7 |
 BV1409|---------------------------------------------------------------------|
 BV1409
 BV1409                          SUPERSEDED SURVEY CONTROL
 BV1409
 BV1409  NAD 83(1992)-  31 45 29.03538(N)    088 05 46.04159(W) AD(       ) 1
 BV1409  NAD 83(1986)-  31 45 29.05214(N)    088 05 46.04520(W) AD(       ) 1
 BV1409  NAD 27      -  31 45 28.48300(N)    088 05 46.01300(W) AD(       ) 1
 BV1409
 BV1409.Superseded values are not recommended for survey control.
 BV1409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1409.See file dsdata.txt to determine how the superseded data were derived.
 BV1409
 BV1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA9619214142(NAD 83)
 BV1409_MARKER: DS = TRIANGULATION STATION DISK
 BV1409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1409
 BV1409  HISTORY     - Date     Condition        Report By
 BV1409  HISTORY     - 1938     MONUMENTED       CGS
 BV1409  HISTORY     - 1956     GOOD             CGS
 BV1409  HISTORY     - 1963     GOOD             ALHD
 BV1409  HISTORY     - 1968     GOOD             CGS
 BV1409  HISTORY     - 1969     GOOD             USGS
 BV1409
 BV1409                          STATION DESCRIPTION
 BV1409
 BV1409'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BV1409'STATION IS LOCATED APPROXIMATELY 0.5 MILE W OF COFFEEVILLE ON THE R
 BV1409'SIDE OF THE FERRY ROAD, IN THE SE 1/4 OF SEC. 8, R 1 W, T 9 N, ON
 BV1409'LAND OWNED BY J.L. SCRUGGS. MARK IS SET IN CONCRETE BLOCK,
 BV1409'PROJECTING TWO INCHES ABOVE THE SURFACE, 13 FEET N OF FENCE, 34.6
 BV1409'FEET NE OF A TRIANGLE-BLAZED 8-INCH PINE TREE, 19.6 FEET S OF A
 BV1409'TRIANGLE-BLAZED OAK TREE, AND 33 FEET W OF THE W GATE POST.
 BV1409'
 BV1409'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1409'BRONZE DISKS SET IN CONCRETE.
 BV1409'
 BV1409'REFERENCE MARK NO. 1 IS N OF STATION, PROJECTING 6 INCHES ABOVE THE
 BV1409'SURFACE, 5.8 FEET S OF A BLAZED 10-INCH PINE TREE, 25.9 FEET W OF
 BV1409'A 36-INCH PINE TREE, AND 24.4 FEET E OF AN 8-INCH PINE TREE.
 BV1409'REFERENCE MARK NO. 2 IS E OF STATION, PROJECTING 6 INCHES ABOVE
 BV1409'THE SURFACE, 1.5 FEET W OF FENCE, 38 FEET SE OF THE E GATE POST,
 BV1409'41 FEET E OF A 16-INCH BLAZED OAK TREE.
 BV1409'
 BV1409'AZIMUTH MARK IS APPROXIMATELY 0.1 MILE S OF STATION, FLUSH WITH
 BV1409'GROUND, AND IS SET IN FRONTYARD AT HOME OF RIAL WILLIAMS (COLORED),
 BV1409'25 FEET S OF THE CENTER OF FERRY ROAD, 43.2 FEET N OF THE NE
 BV1409'CORNER OF HOUSE, AND 9 FEET S OF THE CORNER OF FENCE. NOTE--IT WAS
 BV1409'IMPOSSIBLE TO PLACE FARTHER FROM STATION, DUE TO HEAVY
 BV1409'WOODS.
 BV1409'
 BV1409'TO REACH STATION FROM COFFEEVILLE, GO W ON FERRY ROAD FOR 0.5 MILE TO
 BV1409'(FORK) DIRT ROAD TO R. TURN R AND GO 0.05 MILE TO GATE. PASS THROUGH
 BV1409'GATE AND TURN SHARP L 33 FEET TO STATION.
 BV1409'
 BV1409'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1409
 BV1409                          STATION RECOVERY (1956)
 BV1409
 BV1409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1409'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE
 BV1409'DIRECTIONS TO R.M. 1 AND R.M. 2 CHECKED WITHIN 4 SECONDS AND 55
 BV1409'SECONDS RESPECTIVELY. THE DIRECTIONS TO THE AZIMUTH MARK DID NOT
 BV1409'CHECK BY 28 SECONDS FROM THE ORIGINAL OBSERVATIONS. THE DISTANCES
 BV1409'TO R.M. 1 AND 2 WERE DIFFERENT FROM THE ORIGINAL MEASUREMENTS BY
 BV1409'0.03 AND 0.02 FOOT SHORTER RESPECTIVELY. THE MEASURMENTS TO THE
 BV1409'REFERENCE MARKS AND THE DIRECTIONS TO THE AZIMUTH MARK WERE
 BV1409'RECHECKED. THE FOLLOWING REFERENCE POINTS TO THE STATION ARE NO
 BV1409'LONGER THERE. THE 8 INCH PINE TREE, THE OAK TREE AND THE GATE POST.
 BV1409'ALL OF THE TREES MENTIONED FOR REFERENCE POINTS TO R.M. 1 HAVE
 BV1409'BEEN CUT. THE GATE POST AND OAK TREE MENTIONED AS REFERENCE POINTS
 BV1409'FOR R.M. 2 ARE MISSING. ALL OF THE REFERENCE POINTS FOR THE
 BV1409'AZIMUTH MARK WERE FOUND. THE STATION IS NOW ON A DIFFERENT
 BV1409'PROPERTY OWNER.
 BV1409'
 BV1409'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BV1409'
 BV1409'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF COFFEEVILLE ON THE
 BV1409'NORTH SIDE OF A GRAVEL ROAD LEADING TO THE COFFEEVILLE FERRY AND IS
 BV1409'ON PROPERTY OWED BY MRS. OSSIE PRITCHETT. IT IS 44 FEET SOUTH OF
 BV1409'AN 18 INCH ELM TREE, 38 FEET WEST OF THE CENTER OF A WOODS ROAD,
 BV1409'13 FEET NORTH OF A FENCE LINE AND 2 FEET SOUTHEAST OF A WHITE
 BV1409'WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED
 BV1409'COFFEEVILLE 1938.
 BV1409'
 BV1409'TO REACH THE STATION FROM THE COFFEEVILLE SCHOOL IN COFFEEVILLE, GO
 BV1409'SOUTH ON PAVED STREET FOR 0.02 MILE TO A CROSS-STREET. TURN RIGHT
 BV1409'AND GO WEST ON PAVED STREET AND THEN GRAVEL ROAD FOR 0.4 MILE TO A
 BV1409'SMALL FRAME HOUSE ON THE LEFT AND THE AZIMUTH MARK. CONTINUE
 BV1409'STRAIGHT AHEAD FOR ABOUT 75 FEET TO A WOODS ROAD RIGHT. TURN RIGHT
 BV1409'ON WOODS ROAD AND GO UP SMALL GRADE FOR ABOUT 0.05 MILE TO THE
 BV1409'STATION ON THE LEFT.
 BV1409'
 BV1409'REFERENCE MARK 1 IS 36 FEET WEST OF THE CENTER OF THE WOODS ROAD AND
 BV1409'33 FEET NORTH OF THE 18 INCH ELM TREE. THE MARK PROJECTS 6 INCHES
 BV1409'AND THE DISK IS STAMPED COFFEEVILLE NO 1 1938.
 BV1409'
 BV1409'REFERENCE MARK 2 IS 13 FEET EAST OF THE CENTER OF THE WOODS ROAD
 BV1409'LEADING IN TO THE STATION AND 1 FOOT WEST OF A FENCE LINE. THE MARK
 BV1409'PROJECTS 4 INCHES AND THE DISK IS STAMPED COFFEEVILLE NO 2 1938.
 BV1409'
 BV1409'THE AZIMUTH MARK IS 42 FEET NORTH OF THE NORTHEAST CORNER OF THE
 BV1409'SMALL FRAME HOUSE, 25 FEET SOUTH OF THE CENTER OF THE GRAVEL ROAD
 BV1409'AND 1 FOOT WEST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 BV1409'DISK IS STAMPED COFFEEVILLE 1938.
 BV1409'
 BV1409'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BV1409
 BV1409                          STATION RECOVERY (1963)
 BV1409
 BV1409'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1963
 BV1409'THE RECOVERY DESCRIPTION AS WRITTEN BY J. L. COOK IN 1956 IS ADEQUATE
 BV1409'FOR THE RECOVERY OF THIS STATION. THE ONLY ADDITIONAL INFORMATION
 BV1409'THAT WOULD BE HELPFUL IN RECOVERING THE STATION IS THAT METAL
 BV1409'WITNESS POSTS AND SIGNS HAVE BEEN PLACED NEARBY THE STATION, AND
 BV1409'BOTH REFERENCE MARKS. THE STATION IS 3 FEET SOUTH OF A METAL
 BV1409'WITNESS POST AND 44 FEET SOUTH OF A 24 INCH WATER OAK TREE INSTEAD
 BV1409'OF THE 18 INCH ELM TREE DESCRIBED IN 1956. REFERENCE MARK 1 IS
 BV1409'3 FEET EAST SOUTHEAST OF A METAL WITNESS POST AND 33 FEET NORTH
 BV1409'OF THE 24 INCH WATER OAK TREE MENTIONED IN THE DESCRIPTION FOR
 BV1409'THE STATION.  REFERENCE MARK 2 IS 3.3 FEET EAST OF A METAL
 BV1409'WITNESS POST. THE AZIMUTH MARK IS LOCATED IN THE FRONT YARD
 BV1409'OF A SMALL FRAME HOUSE AND WAS NOT WITNESSED BY A METAL POST
 BV1409'AND SIGN.
 BV1409
 BV1409                          STATION RECOVERY (1968)
 BV1409
 BV1409'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (EFS)
 BV1409'THE STATION WAS VISITED 10-1-68 AND THE STATION MARK, REFERENCE
 BV1409'MARKS NO. 1 AND 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 BV1409'CONDITION.  A POLARIS OBSERVATION WAS TAKEN AT THE STATION AT
 BV1409'THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BV1409'
 BV1409'THE STATION IS LOCATED ABOUT 0.5 MILE WEST OF COFFEEVILLE, IN
 BV1409'SECTION 8, T9N, R 1 W, 0.1 MILE NORTHWEST OF A TENANT HOUSE, 43
 BV1409'FEET SOUTH OF A LARGE OAK TREE, 43.5 FEET WEST OF A TRACK ROAD, 103
 BV1409'FEET NORTH OF A GRAVELED ROAD, AND 3 FEET SOUTH OF A METAL WITNESS
 BV1409'POST.  IT IS A STANDARD TRIANGULATION DISK, STAMPED COFFEEVILLE
 BV1409'1938 PROJECTING 2 INCHES.
 BV1409'
 BV1409'REFERENCE MARK NO. 1 IS 65.46 FEET NORTH OF THE STATION, 38 FEET
 BV1409'WEST OF THE CENTER OF A TRACK ROAD, 33 FEET NORTH OF THE LARGE
 BV1409'OAK TREE, AND 3 FEET EAST OF A METAL WITNESS POST.  IT IS A
 BV1409'REFERENCE MARK DISK, STAMPED COFFEEVILLE NO 1 1938, PROJECTING
 BV1409'2 INCHES.
 BV1409'
 BV1409'REFERENCE MARK NO. 2 IS 77.76 FEET EAST OF THE STATION, 15 FEET
 BV1409'NORTHEAST OF THE CENTER OF A TRACK ROAD, 83 FEET NORTH OF THE CENTER
 BV1409'OF A GRAVELED ROAD AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.
 BV1409'IT IS A STANDARD REFERENCE MARK DISK STAMPED COFFEEVILLE NO 2 1938
 BV1409'PROJECTING 2 INCHES.
 BV1409'
 BV1409'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 118.42 FEET
 BV1409'
 BV1409'THE AZIMUTH MARK IS 0.1 MILE EAST-SOUTHEAST OF THE STATION.  IT
 BV1409'IS 29 FEET SOUTH OF THE CENTER OF THE GRAVELED ROAD, 8.3 FEET NORTH
 BV1409'OF A 2-FOOT PECAN TREE, 43 FEET NORTH-NORTHEAST OF THE NORTHEAST
 BV1409'CORNER OF A TENANT HOUSE, 5 FEET EAST OF THE PROJECTED PLANE OF
 BV1409'THE EAST SIDE OF THE HOUSE.  IT IS A STANDARD AZIMUTH MARK DISK,
 BV1409'STAMPED COFFEEVILLE 1938, PROJECTING 8 INCHES.
 BV1409'
 BV1409'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 69
 BV1409'AND 84 AT COFFEEVILLE GO EAST ON STATE HIGHWAY 84 FOR 0.25 MILE
 BV1409'TO A FORK, TAKE RIGHT FORK AND GO NORTHWEST FOR 0.1 MILE TO THE
 BV1409'AZIMUTH MARK ON THE LEFT, CONTINUE ON GRAVELED ROAD FOR ABOUT 75
 BV1409'FEET TO A FORK, TAKE RIGHT FORK AND GO ABOUT 225 FEET TO THE
 BV1409'STATION ON THE LEFT.
 BV1409
 BV1409                          STATION RECOVERY (1969)
 BV1409
 BV1409'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (HPF)
 BV1409'STATION AND REF. MKS. FOUND IN GOOD CONDITION.
 BV1409'
 BV1409'CUT TREES AND X-PANEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1947 ***********************************************************************
 BH1947  DESIGNATION -  COLD CREEK RESET
 BH1947  PID         -  BH1947
 BH1947  STATE/COUNTY-  AL/MOBILE
 BH1947  USGS QUAD   -  CREOLA (1985)
 BH1947
 BH1947                         *CURRENT SURVEY CONTROL
 BH1947  ___________________________________________________________________
 BH1947* NAD 83(1992)-  30 57 27.37999(N)    088 05 20.62800(W)     ADJUSTED  
 BH1947* NAVD 88     -        84.4    (meters)     277.     (feet)  VERTCON   
 BH1947  ___________________________________________________________________
 BH1947  LAPLACE CORR-          -0.41  (seconds)                    DEFLEC99
 BH1947  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH1947
 BH1947  HORZ ORDER  -  FIRST
 BH1947
 BH1947.The horizontal coordinates were established by classical geodetic methods
 BH1947.and adjusted by the National Geodetic Survey in December 1992..
 BH1947
 BH1947.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1947.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1947
 BH1947.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1947
 BH1947.The geoid height was determined by GEOID03.
 BH1947
 BH1947;                    North         East     Units Scale Factor Converg.
 BH1947;SPC AL W     -   106,302.438   543,720.350   MT  0.99997239   -0 18 10.9
 BH1947;UTM  16      - 3,425,412.141   395,982.475   MT  0.99973346   -0 33 37.0
 BH1947
 BH1947!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1947!SPC AL W     -   0.99999122  x   0.99997239  =   0.99996361
 BH1947!UTM  16      -   0.99999122  x   0.99973346  =   0.99972468
 BH1947
 BH1947:                Primary Azimuth Mark                     Grid Az
 BH1947:SPC AL W     -  COLD CREEK AZ MK                         102 47 11.6
 BH1947:UTM  16      -  COLD CREEK AZ MK                         103 02 37.7
 BH1947
 BH1947|---------------------------------------------------------------------|
 BH1947| PID    Reference Object                     Distance      Geod. Az  |
 BH1947|                                                           dddmmss.s |
 BH1947| DD7724 COLD CREEK AZ MK                                   1022900.7 |
 BH1947| DD7725 COLD CREEK RM 1                      33.130 METERS 12254     |
 BH1947| BH1954 INDIAN                              APPROX.21.7 KM 2095429.4 |
 BH1947| DD7726 COLD CREEK RM 2                      30.193 METERS 22537     |
 BH1947| BH1956 ORVIN FIRE TOWER                    APPROX. 4.8 KM 2262003.1 |
 BH1947| BH2047 CHICK                               APPROX.17.0 KM 2734049.0 |
 BH1947|---------------------------------------------------------------------|
 BH1947
 BH1947                          SUPERSEDED SURVEY CONTROL
 BH1947
 BH1947  NAD 83(1986)-  30 57 27.39939(N)    088 05 20.63233(W) AD(       ) 1
 BH1947  NAD 27      -  30 57 26.74500(N)    088 05 20.63200(W) AD(       ) 1
 BH1947  NGVD 29 (07/19/86)   84.4    (m)          277.     (f) VERT ANG       
 BH1947
 BH1947.Superseded values are not recommended for survey control.
 BH1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1947.See file dsdata.txt to determine how the superseded data were derived.
 BH1947
 BH1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9598225412(NAD 83)
 BH1947_MARKER: DS = TRIANGULATION STATION DISK
 BH1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1947
 BH1947  HISTORY     - Date     Condition        Report By
 BH1947  HISTORY     - 1938     MONUMENTED       CGS
 BH1947  HISTORY     - 1942     GOOD             CGS
 BH1947  HISTORY     - 1959     GOOD             CGS
 BH1947
 BH1947                          STATION DESCRIPTION
 BH1947
 BH1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BH1947'STATION WAS RECOVERED AS DESCRIBED BY THE ALA. GEOD. S., 1938.  THE
 BH1947'UNDERGROUND MARK, A CHINESE PRESERVE JAR, BURIED THREE FEET IN
 BH1947'RAMMED CLAY, AND THE FOUR TOWER FOOTINGS, ALSO BURIED THREE FEET,
 BH1947'WERE IN PLACE.  THE JAR WAS REMOVED AND A STANDARD UNDERGROUND MARK,
 BH1947'AND SURFACE MARK, WERE CAREFULLY PLUMBED OVER ORIGINAL
 BH1947'POSITION.  THE FOUR TOWER FOOTINGS ARE STILL IN PLACE, IN OPEN
 BH1947'TRENCHES ON FOUR SIDES OF THE TOWER.
 BH1947'
 BH1947'STATION IS ON A HEAVILY WOODED RIDGE, IN THE SW 1/4 OF SEC. 16, T. 1
 BH1947'S, R. 1 W, APPROXIMATELY 18-1/2 MILES, AIR LINE, N OF MOBILE, AND 19
 BH1947'1/2 MILES, AIR LINE, WNW OF BAY MINETTE.  STATION IS APPROXIMATELY
 BH1947'331 FEET N OF CENTER LINE OF TRUCK TRAIL A-4A, 33.5 FEET NE OF A
 BH1947'9-INCH DIAMETER PINE, WITH TWO TRIANGULAR BLAZES, 33 FEET SSE OF A
 BH1947'12-INCH PINE, BLAZED WITH TWO TRIANGULAR BLAZES, AND 13 FEET W OF
 BH1947'A 10-INCH DIAMETER PINE BLAZED WITH TWO TRIANGULAR BLAZES.  IN EACH
 BH1947'CASE, ONE BLAZE IS NEW AND THE OTHER OLD AND INDISTINCT.
 BH1947'
 BH1947'REFERENCE MARK NO. 1 IS SE OF STATION, IN WOODS.  IT IS A STANDARD
 BH1947'DISK SET IN CONCRETE, DISK IS STAMPED COLD
 BH1947'CREEK, 1895, 1938, NO. 1 AND PROTRUDES 8 INCHES.
 BH1947'*
 BH1947'REFERENCE MARK NO. 2 IS SW OF STATION IN WOODS.  IT
 BH1947'IS A STANDARD DISK SET IN CONCRETE,DISK
 BH1947'IS STAMPED COLD CREEK, 1895, 1938, NO. 2 AND PROTRUDES 11 INCHES.
 BH1947'*
 BH1947'AZIMUTH MARK WAS PLACED AS FAR AS
 BH1947'POSSIBLE FROM STATION.  IT IS ESE OF STATION, 10 FEET N OF CENTER
 BH1947'LINE OF TRUCK TRAIL A-4A.  DISK IS STAMPED COLD CREEK, 1895, 1938.
 BH1947'
 BH1947'TO REACH FROM MOBILE, GO N ON U.S. ROUTE 43 FOR APPROXIMATELY 19
 BH1947'MILES TO AXIS RAILROAD STATION ON SOUTHERN RAILROAD.  CONTINUE N ON
 BH1947'U.S. ROUTE 43 FOR 2.8 MILES TO DIRT ROAD LEFT AND SIGN TRUCK TRAIL
 BH1947'A-4A.  TURN LEFT OR W AND FOLLOW TRUCK TRAIL FOR 3.85 MILES TO
 BH1947'INTERSECTION WITH TRUCK TRAIL A-13A.  CONTINUE W ON A-4A FOR 0.2 MILE
 BH1947'TO BLAZED 16-INCH PINE ON RIGHT.  TURN RIGHT AND FOLLOW DIM TRAIL
 BH1947'FOR 110 YARDS, TO THREE BLAZED PINES AND STATION.
 BH1947'
 BH1947'TO REACH FROM MT. VERNON GO S ON U.S. ROUTE 43 FOR 8.25 MILES TO DIRT
 BH1947'ROAD RIGHT AND SIGN TRUCK TRAIL A-4A.  TURN RIGHT AND CONTINUE AS
 BH1947'ABOVE.
 BH1947
 BH1947                          STATION RECOVERY (1942)
 BH1947
 BH1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH1947'STATION WAS RECOVERED AS DESCRIBED BY A.P.R. IN 1938, WITH EXCEPTION
 BH1947'TO DISTANCE NOTED BELOW.  ALL MARKS FOUND IN GOOD CONDITION.
 BH1947'THE DISTANCE 1942 WERE TAKEN ON 2 DIFFERENT DAYS AND FOUND TO CHECK.
 BH1947
 BH1947                          STATION RECOVERY (1959)
 BH1947
 BH1947'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH1947'THE STATION MARK, REFERENCE MARKS 1 AND 2 AND AZIMUTH MARK WERE
 BH1947'RECOVERED IN GOOD CONDITION.  THE DISTANCES TO THE REFERENCE
 BH1947'MARKS WERE VERIFIED IN ACCORDANCE WITH MEASUREMENTS FURNISHED BY
 BH1947'R.A.E. IN 1942.  THE 1938 RECOVERY NOTE BY A.P.R. IS ADEQUATE WITH
 BH1947'THE FOLLOWING EXCEPTIONS AND ADDITIONS-
 BH1947'
 BH1947'THE TRUCK TRAIL A-4A IS NOW A BLACKTOP ROAD.  THE STATION IS ABOUT
 BH1947'4.2 MILES WEST OF THE INTERSECTION OF THE BLACKTOP ROAD AND U.S.
 BH1947'HIGHWAY 43, ABOUT 400 FEET NORTHWEST OF THE BLACKTOP ROAD AND A
 BH1947'PRIVATE DIRT ROAD LEADING NORTH-NORTHEAST AND 352.0 FEET NORTH OF
 BH1947'THE CENTERLINE OF THE BLACKTOP ROAD.  THE STATION IS STAMPED COLD
 BH1947'CREEK 1895 1938 AND PROJECTS 2 INCHES ABOVE THE GROUND.
 BH1947'
 BH1947'R.M. 1 IS STAMPED COLD CREEK NO 1 1895 1938 AND PROJECTS 6 INCHES
 BH1947'ABOVE THE GROUND.
 BH1947'
 BH1947'R.M. 2 IS STAMPED COLD CREEK NO 2 1895 1938 AND PROJECTS 2 INCHES
 BH1947'ABOVE THE GROUND.
 BH1947'
 BH1947'THE AZIMUTH MARK IS ABOUT 350 FEET NORTHEAST OF THE INTERSECTION OF
 BH1947'THE BLACKTOP ROAD AND THE DIRT ROAD LEADING NORTH-NORTHEAST,
 BH1947'244.0 FEET NORTH OF THE CENTERLINE OF THE BLACKTOP ROAD, 118.5 FEET
 BH1947'EAST-NORTHEAST OF THE INTERSECTION OF THE DIRT ROAD AND A DIM TRAIL
 BH1947'LEADING EAST, 23.5 FEET NORTH-NORTHWEST OF A 14 INCH PINE, 18.5 FEET
 BH1947'SOUTH-SOUTHWEST OF A 18 INCH PINE AND 11.0 FEET NORTH OF CENTERLINE
 BH1947'OF DIM TRAIL.
 BH1947'
 BH1947'IT IS STAMPED COLD CREEK 1895 1938 AND PROJECTS 4 INCHES ABOVE THE
 BH1947'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3631 ***********************************************************************
 DG3631  DESIGNATION -  COLDWATER
 DG3631  PID         -  DG3631
 DG3631  STATE/COUNTY-  AL/CALHOUN
 DG3631  USGS QUAD   -  EULATON (1972)
 DG3631
 DG3631                         *CURRENT SURVEY CONTROL
 DG3631  ___________________________________________________________________
 DG3631* NAD 83(1992)-  33 37 38.92412(N)    085 53 24.94356(W)     ADJUSTED  
 DG3631* NAVD 88     -       521.     (meters)    1709.     (feet)  SCALED    
 DG3631  ___________________________________________________________________
 DG3631  LAPLACE CORR-           1.05  (seconds)                    DEFLEC99
 DG3631  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3631
 DG3631  HORZ ORDER  -  FIRST
 DG3631
 DG3631.The horizontal coordinates were established by classical geodetic methods
 DG3631.and adjusted by the National Geodetic Survey in December 1992..
 DG3631
 DG3631.The orthometric height was scaled from a topographic map.
 DG3631
 DG3631.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3631
 DG3631.The geoid height was determined by GEOID03.
 DG3631
 DG3631;                    North         East     Units Scale Factor Converg.
 DG3631;SPC AL E     -   346,787.615   194,718.012   MT  0.99996034   -0 01 53.5
 DG3631;UTM  16      - 3,721,404.890   602,929.584   MT  0.99973061   +0 36 52.6
 DG3631
 DG3631!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3631!SPC AL E     -   0.99992271  x   0.99996034  =   0.99988306
 DG3631!UTM  16      -   0.99992271  x   0.99973061  =   0.99965334
 DG3631
 DG3631:                Primary Azimuth Mark                     Grid Az
 DG3631:SPC AL E     -  ANNISTON US PIPE CO TANK                 039 23 24.7
 DG3631:UTM  16      -  ANNISTON US PIPE CO TANK                 038 44 38.6
 DG3631
 DG3631|---------------------------------------------------------------------|
 DG3631| PID    Reference Object                     Distance      Geod. Az  |
 DG3631|                                                           dddmmss.s |
 DG3631| DG3625 ANNISTON US PIPE CO TANK            APPROX. 4.6 KM 0392131.2 |
 DG3631| DG3624 ANNISTON N MUNICIPAL TANK           APPROX. 7.9 KM 0434532.0 |
 DG3631| DG3623 ANNISTON CHURCH OF ST MICHAEL       APPROX. 6.2 KM 0444318.5 |
 DG3631| DG3617 ANNISTON CITY HALL CLOCK TOWER      APPROX. 6.5 KM 0574759.5 |
 DG3631| DG3618 ANNISTON PARKER MEM BAP CHURCH      APPROX. 6.9 KM 0583526.3 |
 DG3631| DG3616 ANNISTON E MUNICIPAL TANK           APPROX. 8.4 KM 0583649.1 |
 DG3631| CY9781 COLDWATER AZ MK                                    1074755.2 |
 DG3631| CY9782 COLDWATER RM 1                       19.703 METERS 15003     |
 DG3631| CY9783 COLDWATER RM 2                       32.267 METERS 24546     |
 DG3631|---------------------------------------------------------------------|
 DG3631
 DG3631                          SUPERSEDED SURVEY CONTROL
 DG3631
 DG3631  NAD 83(1986)-  33 37 38.92964(N)    085 53 24.93784(W) AD(       ) 1
 DG3631  NAD 27      -  33 37 38.55600(N)    085 53 25.05900(W) AD(       ) 1
 DG3631
 DG3631.Superseded values are not recommended for survey control.
 DG3631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3631.See file dsdata.txt to determine how the superseded data were derived.
 DG3631
 DG3631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0293021405(NAD 83)
 DG3631_MARKER: DS = TRIANGULATION STATION DISK
 DG3631_SETTING: 80 = SET IN A BOULDER
 DG3631_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 DG3631
 DG3631  HISTORY     - Date     Condition        Report By
 DG3631  HISTORY     - 1941     MONUMENTED       CGS
 DG3631
 DG3631                          STATION DESCRIPTION
 DG3631
 DG3631'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3631'THE STATION IS ON COLDWATER MOUNTAIN WHICH IS ABOUT 4 MILES
 DG3631'SOUTHWEST OF ANNISTON AND 2-1/2 MILES NORTHWEST OF COLDWATER.
 DG3631'THIS MOUNTAIN IS THE HIGHEST PEAK OF THE WEST SPUR OF THE
 DG3631'RANGE.  THE STATION IS ABOUT 150 FEET EAST-SOUTHEAST OF THE
 DG3631'HIGHEST POINT.  THE PROPERTY IS OWNED BY THE WOODSTOCK LAND
 DG3631'AND MINERAL COMPANY, WITH OFFICES AT 915 WILSON BUILDING IN
 DG3631'ANNISTON.
 DG3631'
 DG3631'THE STATION MARK IS SET IN A 5 FOOT BY 3 FOOT BOULDER THAT
 DG3631'PROJECTS ABOUT 3 INCHES ABOVE THE SURFACE OF THE GROUND.  THE
 DG3631'DISK IS STAMPED COLDWATER 1941.
 DG3631'
 DG3631'REFERENCE MARK NO. 1 IS SOUTHEAST OF THE STATION ON THE SOUTH
 DG3631'SLOPE OF THE HILL, AND IT IS APPROXIMATELY 6 FEET LOWER THAN
 DG3631'THE STATION.  IT IS SET IN A 2 FOOT BY 2 FOOT BOULDER THAT
 DG3631'PROJECTS ABOUT 1 FOOT ABOVE THE SURFACE OF THE GROUND.  THE
 DG3631'DISK IS STAMPED COLDWATER NO. 1 1941.
 DG3631'
 DG3631'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION AND AT
 DG3631'APPROXIMATELY THE SAME ELEVATION AS THE STATION.  IT IS SET
 DG3631'IN A 1 FOOT BY 3 FOOT BOULDER THAT PROJECTS ABOUT 4 INCHES
 DG3631'ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED COLDWATER
 DG3631'NO. 2, 1941.
 DG3631'
 DG3631'THE AZIMUTH MARK IS LOCATED ABOUT 0.40 MILE EAST OF THE STATION
 DG3631'ON THE FIRST SADDLE, 9 FEET SOUTHEAST OF A 4 INCH DOUBLE
 DG3631'OAK TREE AND 150 FEET SOUTH OF THE DIM WOODS ROAD MENTIONED
 DG3631'IN THE DESCRIPTION TO REACH THE STATION.  THE MARK IS SET IN A
 DG3631'4 FOOT BY 2 FOOT ROCK OUTCROP THAT PROJECTS ABOUT 1 FOOT ABOVE
 DG3631'THE SURFACE OF THE GROUND.  THE DISK IS STAMPED COLDWATER 1941.
 DG3631'THE AZIMUTH WILL BE FOUND AS DESCRIBED ABOUT 0.05 MILE BEFORE
 DG3631'REACHING THE STATION.
 DG3631'
 DG3631'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS 78
 DG3631'AND 241 AT NOBLE AND 10TH STREETS IN ANNISTON, GO WEST ON U.S.
 DG3631'HIGHWAY NO. 78 FOR 2.8 MILES TO A DIRT CROSSROADS, TURN LEFT
 DG3631'ON THIS DIRT ROAD AND GO 0.35 MILES TO A DIM ROAD LEADING RIGHT
 DG3631'OFF OF THE MAIN ROAD, TURN RIGHT ON THIS DIM ROAD AND GO 0.3
 DG3631'MILE TO A FORK, TAKE THE RIGHT FORK AND GO UP THE RIDGE 1.5
 DG3631'MILES TO THE STATION.
 DG3631'
 DG3631'HEIGHT OF LIGHT ABOVE THE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3038 ***********************************************************************
 CN3038  DESIGNATION -  COLEMAN
 CN3038  PID         -  CN3038
 CN3038  STATE/COUNTY-  AL/HALE
 CN3038  USGS QUAD   -  HOGGLESVILLE (1983)
 CN3038
 CN3038                         *CURRENT SURVEY CONTROL
 CN3038  ___________________________________________________________________
 CN3038* NAD 83(1992)-  32 48 09.67842(N)    087 28 39.36959(W)     ADJUSTED  
 CN3038* NAVD 88     -       129.3    (meters)     424.     (feet)  VERTCON   
 CN3038  ___________________________________________________________________
 CN3038  LAPLACE CORR-           0.38  (seconds)                    DEFLEC99
 CN3038  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 CN3038
 CN3038  HORZ ORDER  -  FIRST
 CN3038
 CN3038.The horizontal coordinates were established by classical geodetic methods
 CN3038.and adjusted by the National Geodetic Survey in December 1992..
 CN3038
 CN3038.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3038
 CN3038.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3038
 CN3038.The geoid height was determined by GEOID03.
 CN3038
 CN3038;                    North         East     Units Scale Factor Converg.
 CN3038;SPC AL W     -   310,731.766   602,097.610   MT  0.99993339   +0 00 43.7
 CN3038;UTM  16      - 3,629,514.277   455,285.091   MT  0.99962465   -0 15 31.5
 CN3038
 CN3038!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3038!SPC AL W     -   0.99998429  x   0.99993339  =   0.99991768
 CN3038!UTM  16      -   0.99998429  x   0.99962465  =   0.99960894
 CN3038
 CN3038:                Primary Azimuth Mark                     Grid Az
 CN3038:SPC AL W     -  PAYNE                                    011 56 57.9
 CN3038:UTM  16      -  PAYNE                                    012 13 13.1
 CN3038
 CN3038|---------------------------------------------------------------------|
 CN3038| PID    Reference Object                     Distance      Geod. Az  |
 CN3038|                                                           dddmmss.s |
 CN3038| CN3040 PAYNE                               APPROX. 9.6 KM 0115741.6 |
 CN3038| CG1417 COLEMAN RM 1                         18.684 METERS 16821     |
 CN3038| CN3069 HAVANA ATT MICROWAVE                APPROX.18.8 KM 2793220.1 |
 CN3038| CG1418 COLEMAN RM 2                         20.422 METERS 28942     |
 CN3038|---------------------------------------------------------------------|
 CN3038
 CN3038                          SUPERSEDED SURVEY CONTROL
 CN3038
 CN3038  NAD 83(1986)-  32 48 09.68651(N)    087 28 39.37178(W) AD(       ) 1
 CN3038  NAD 27      -  32 48 09.22519(N)    087 28 39.35833(W) AD(       ) 1
 CN3038  NGVD 29 (07/19/86)  129.3    (m)          424.     (f) VERT ANG       
 CN3038
 CN3038.Superseded values are not recommended for survey control.
 CN3038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3038.See file dsdata.txt to determine how the superseded data were derived.
 CN3038
 CN3038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5528529514(NAD 83)
 CN3038_MARKER: DS = TRIANGULATION STATION DISK
 CN3038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3038_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN3038
 CN3038  HISTORY     - Date     Condition        Report By
 CN3038  HISTORY     - 1970     MONUMENTED       NGS
 CN3038  HISTORY     - 1973     GOOD             ALHD
 CN3038
 CN3038                          STATION DESCRIPTION
 CN3038
 CN3038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 CN3038'THE STATION IS LOCATED 16-1/2 MILES SOUTHEAST OF MOUNDVILLE, 10 MILES
 CN3038'NORTHEAST OF GREENSBORO, 1/4 MILE EAST OF THE HALE-PERRY COUNTY
 CN3038'LINE, IN THE SOUTHEAST CORNER OF SECTION 9, T 21 N, R 6 E, ON A FLAT
 CN3038'PINE-COVERED RIDGE OWNED BY WILSON COLEMAN OF TUSCALOOSA.
 CN3038'
 CN3038'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 69 AND COUNTY
 CN3038'ROUTE 50, AT THE EAST EDGE OF MOUNDVILLE, GO SOUTH ON HIGHWAY 69 FOR
 CN3038'6.0 MILES TO ITS JUNCTION WITH STATE HIGHWAY 60.  CONTINUE SOUTH ON
 CN3038'HIGHWAY 69 FOR 3.1 MILES TO A ROAD LEFT.  TURN LEFT AND GO EAST ON
 CN3038'COUNTY ROUTE 29 FOR 9.5 MILES TO A CROSSROAD.  TURN RIGHT AND GO
 CN3038'SOUTHWEST ON STATE HIGHWAY 25 FOR 2.4 MILES TO A CROSSROAD.
 CN3038'TURN LEFT AND GO SOUTHEAST ON COUNTY ROUTE 85 FOR 1.45 MILES TO
 CN3038'A T-ROAD.  TURN RIGHT AND GO SOUTHERLY ON A PAVED ROAD FOR
 CN3038'0.5 MILE TO A LONG CURVE AND A DIM TRACK ROAD ON THE LEFT.  TURN
 CN3038'LEFT AND GO 50 FEET TO A WIRE GATE.  PASS THROUGH THE GATE, THEN
 CN3038'TURN LEFT AND GO NORTHWEST ALONG THE FENCE FOR 50 FEET, THEN
 CN3038'RIGHT, NORTH, ON THE DIM ROAD FOR 75 YARDS TO THE STATION.
 CN3038'
 CN3038'THE STATION MARKS ARE STANDARD DISKS STAMPED COLEMAN 1970.  THE
 CN3038'SURFACE DISK IS SET IN THE TOP OF A 14-INCH CYLINDRICAL CONCRETE
 CN3038'MONUMENT WHICH PROJECTS 1 INCH ABOVE GROUND.  IT IS 70 PACES
 CN3038'NORTHEAST OF THE PAVE ROAD AT ITS CLOSEST POINT, 28.3 FEET NORTH OF A
 CN3038'10-INCH TRIANGULAR-BLAZED PINE TREE, 5 FEET NORTH OF THE CENTER OF
 CN3038'THE DIM ROAD, AND 4.2 FEET SOUTHWEST OF A METAL WITNESS POST.
 CN3038'THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 CN3038'MASS OF CONCRETE WHICH IS 42 INCHES BELOW THE SURFACE.
 CN3038'
 CN3038'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COLEMAN NO 1 1970, SET
 CN3038'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 CN3038'2 INCHES ABOVE GROUND.  IT IS 64.0 FEET SOUTH OF THE WITNESS POST,
 CN3038'13 FEET EAST-SOUTHEAST OF THE CENTER OF THE DIM ROAD, 7.7 FEET
 CN3038'WEST OF A 6-INCH TRIANGULAR-BLAZED PINE TREE, AND 1 FOOT LOWER
 CN3038'THAN THE STATION.
 CN3038'
 CN3038'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COLEMAN NO 2 1970, SET IN
 CN3038'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 2
 CN3038'INCHES ABOVE GROUND.  IT IS 68.8 FEET WEST OF THE WITNESS POST,
 CN3038'12.6 FEET NORTH OF A 10-INCH TRIANGULAR-BLAZED PINE TREE, 7 FEET
 CN3038'SOUTHWEST OF THE CENTER OF THE DIM ROAD, AND 1 FOOT LOWER THAN THE
 CN3038'STATION.
 CN3038'
 CN3038'THERE IS NO SUITABLE LOCATION FOR AN AZIMUTH MARK.
 CN3038'
 CN3038'HEIGHT OF LIGHT ABOVE STATION MARK 22.1 METERS.
 CN3038
 CN3038                          STATION RECOVERY (1973)
 CN3038
 CN3038'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1973 (JDS)
 CN3038'COLEMAN 1970 RECOVERED GOOD.  METAL WITNESS POST IN PLACE.
 CN3038'
 CN3038'COLEMAN NO. 1 1970 RECOVERED GOOD.  METAL WITNESS POST SET 1 FOOT
 CN3038'SOUTH.
 CN3038'
 CN3038'COLEMAN NO. 2 1970 RECOVERED GOOD.  METAL WITNESS POST SET 1 FOOT
 CN3038'WEST.
 CN3038'
 CN3038'1970 DESCRIPTION IS GOOD.
 CN3038'
 CN3038'PC 16 (ALHD) IS A STANDARD ALABAMA HIGHWAY DEPT BRONZE DISK SET IN
 CN3038'THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND AND STAMPED PC 16
 CN3038'1973.  IT IS S34 DEG W 25.7 FEET FROM E OF HALE COUNTY RT 51 AND
 CN3038'N34 DEG E 1.0 FEET FROM A STEEL 4-FOOT WITNESS POST.  TO REACH
 CN3038'FROM THE COURTHOUSE IN GREENSBORO DRIVE N ON ALABAMA RT 25, 10.40
 CN3038'MILES TO M.P. 64.00 AND HALE COUNTY RT 85 RIGHT, TURN RIGHT AND
 CN3038'DRIVE E ON HALE COUNTY RT 85 FOR 1.45 MILES TO A T-INTERSECTION
 CN3038'WITH HALE COUNTY RT 50, TURN RIGHT AND DRIVE S ON HALE COUNTY RT
 CN3038'51 FOR 0.40 MILES TO MARK ON RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4073 ***********************************************************************
 BG4073  DESIGNATION -  COLLINS
 BG4073  PID         -  BG4073
 BG4073  STATE/COUNTY-  AL/BALDWIN
 BG4073  USGS QUAD   -  PINE BEACH (1980)
 BG4073
 BG4073                         *CURRENT SURVEY CONTROL
 BG4073  ___________________________________________________________________
 BG4073* NAD 83(1992)-  30 14 32.30523(N)    087 51 16.44658(W)     ADJUSTED  
 BG4073* NAVD 88     -         7.     (meters)      23.     (feet)  SCALED    
 BG4073  ___________________________________________________________________
 BG4073  LAPLACE CORR-           0.83  (seconds)                    DEFLEC99
 BG4073  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG4073
 BG4073  HORZ ORDER  -  THIRD
 BG4073
 BG4073.The horizontal coordinates were established by classical geodetic methods
 BG4073.and adjusted by the National Geodetic Survey in December 1992..
 BG4073
 BG4073.The orthometric height was scaled from a topographic map.
 BG4073
 BG4073.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4073
 BG4073.The geoid height was determined by GEOID03.
 BG4073
 BG4073;                    North         East     Units Scale Factor Converg.
 BG4073;SPC AL W     -    26,912.211   565,874.589   MT  0.99994770   -0 10 42.9
 BG4073;UTM  16      - 3,345,944.270   417,778.301   MT  0.99968340   -0 25 49.6
 BG4073
 BG4073!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4073!SPC AL W     -   1.00000324  x   0.99994770  =   0.99995094
 BG4073!UTM  16      -   1.00000324  x   0.99968340  =   0.99968664
 BG4073
 BG4073:                Primary Azimuth Mark                     Grid Az
 BG4073:SPC AL W     -  PENSACOLA MOBILE LT 201                  020 39 09.4
 BG4073:UTM  16      -  PENSACOLA MOBILE LT 201                  020 54 16.1
 BG4073
 BG4073|---------------------------------------------------------------------|
 BG4073| PID    Reference Object                     Distance      Geod. Az  |
 BG4073|                                                           dddmmss.s |
 BG4073| BG4089 PENSACOLA MOBILE LT 201             APPROX. 4.9 KM 0202826.5 |
 BG4073| BG4095 PENSACOLA MOBILE LT 189             APPROX. 5.8 KM 0375421.1 |
 BG4073| BG4094 PENSACOLA MOBILE LT 175             APPROX. 7.2 KM 0502211.6 |
 BG4073| DD7727 COLLINS RM 1                         12.991 METERS 12102     |
 BG4073| DD7728 COLLINS RM 2                         12.292 METERS 20125     |
 BG4073| BG4076 EDITH                               APPROX. 3.2 KM 2633138.9 |
 BG4073| BG4114 PENSACOLA MOBILE LT 257             APPROX. 8.9 KM 2935614.2 |
 BG4073| BG4108 PENSACOLA MOBILE LT 247             APPROX. 7.4 KM 3075838.0 |
 BG4073| BG4106 PENSACOLA MOBILE LT 237             APPROX. 6.0 KM 3191716.4 |
 BG4073| BG4111 PENSACOLA MOBILE LT 227             APPROX. 5.1 KM 3351611.2 |
 BG4073| BG4099 PENSACOLA MOBILE LT 213             APPROX. 4.6 KM 3575919.6 |
 BG4073|---------------------------------------------------------------------|
 BG4073
 BG4073                          SUPERSEDED SURVEY CONTROL
 BG4073
 BG4073  NAD 83(1986)-  30 14 32.32828(N)    087 51 16.45402(W) AD(       ) 3
 BG4073  NAD 27      -  30 14 31.59900(N)    087 51 16.49700(W) AD(       ) 3
 BG4073
 BG4073.Superseded values are not recommended for survey control.
 BG4073.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4073.See file dsdata.txt to determine how the superseded data were derived.
 BG4073
 BG4073_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1777845944(NAD 83)
 BG4073_MARKER: DS = TRIANGULATION STATION DISK
 BG4073_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4073
 BG4073  HISTORY     - Date     Condition        Report By
 BG4073  HISTORY     - 1935     MONUMENTED       CGS
 BG4073  HISTORY     - 1946     GOOD             CGS
 BG4073  HISTORY     - 1958     GOOD             CGS
 BG4073  HISTORY     - 1976     MARK NOT FOUND   NGS
 BG4073
 BG4073                          STATION DESCRIPTION
 BG4073
 BG4073'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BG4073'THE STATION IS ON THE S SIDE OF BON SECOURS BAY ON THE TOP OF SHELL
 BG4073'BANK BLUFF ON THE ESTATE OF E.A. EWING, ABOUT 5 MILES E OF LITTLE
 BG4073'POINT CLEAR.
 BG4073'
 BG4073'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BG4073'SET IN CONCRETE.
 BG4073'
 BG4073'THE STATION MARK IS IN A PARTLY CLEARED FIELD, 275 FEET W OF THE W
 BG4073'FENCE AROUND THE HOME OF E.A. EWING, 27 FEET FROM THE TOP OF THE
 BG4073'BLUFF, 25 FEET FROM TWO TRIANGULAR-BLAZED 12-INCH PINE TREES ON THE
 BG4073'EDGE OF THE BLUFF.
 BG4073'
 BG4073'REFERENCE MARK NO. 1 IS 65 FEET FROM THE TOP OF THE BLUFF, 30 FEET SW
 BG4073'OF A 24-INCH OAK, AND 25 FEET N OF A 36-INCH DEAD TREE.
 BG4073'
 BG4073'REFERENCE MARK NO. 2 IS 60 FEET FROM THE BLUFF, AND 60 FEET NW OF THE
 BG4073'36-INCH DEAD TREE.
 BG4073
 BG4073                          STATION RECOVERY (1946)
 BG4073
 BG4073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BG4073'STATION RECOVERED IN GOOD CONDITION.  DISTANCES TO REFERENCE MARKS
 BG4073'MEASURED AND FOUND TO BE CORRECT.  DESCRIPTION ADEQUATE, EXCEPT FOR
 BG4073'THE FOLLOWING.
 BG4073'
 BG4073'1.  A 1-STORY WHITE HOUSE HAS BEEN BUILT 3.6 METERS SW OF STATION.
 BG4073'REFERENCE MARK 2 IS UNDER THIS HOUSE, 3 METERS FROM S SIDE AND 2
 BG4073'METERS FROM W SIDE.
 BG4073'
 BG4073'2.  THE 12-INCH PINE TREES, REFERRED TO IN THE ORIGINAL DESCRIPTION,
 BG4073'ARE NON-EXISTENT.
 BG4073'
 BG4073'3.  DISTANCE FROM EDGE OF BLUFF TO STATION IS NOW 5.7 METERS, TO
 BG4073'REFERENCE MARK 1, 16.5 METERS, TO REFERENCE MARK 2, 15 METERS.
 BG4073
 BG4073                          STATION RECOVERY (1958)
 BG4073
 BG4073'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BG4073'STATION, R.M.S. NO 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE
 BG4073'RECOVERY NOTE BY R.A.G. 1946 IS ADEQUATE WITH THE FOLLOWING
 BG4073'EXCEPTIONS.  THE HOUSE MENTIONED HAS BEEN MOVED AND NOW IS 19
 BG4073'METERS OF SOUTH OF STATION, THE STATION IS NOW 3.0 FT SOUTH OF TOP
 BG4073'OF BLUFF, 62.3 FEET NORTH OF NW CORNER OF HOUSE AND 37 FEET NW OF NE
 BG4073'CORNER OF HOUSE AND 26.5 FEET NORTH OF A 5 FEET BY 4 FEET CONCRETE
 BG4073'BLOCK.
 BG4073
 BG4073                          STATION RECOVERY (1976)
 BG4073
 BG4073'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BG4073'STATION NOT RECOVERED.  THE BLUFF HAS ERODED BADLY ALONG THIS AREA
 BG4073'AND STATION AND REFERENCE MARKS PROBABLY DESTROYED.
 BG4073'
 BG4073'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--10-1/2 MILES WEST
 BG4073'OF GULF SHORES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2085 ***********************************************************************
 BT2085  DESIGNATION -  COLUMBIA MUNICIPAL TANK
 BT2085  PID         -  BT2085
 BT2085  STATE/COUNTY-  AL/HOUSTON
 BT2085  USGS QUAD   -  COLUMBIA (1981)
 BT2085
 BT2085                         *CURRENT SURVEY CONTROL
 BT2085  ___________________________________________________________________
 BT2085* NAD 83(1992)-  31 17 28.88884(N)    085 06 43.18461(W)     ADJUSTED  
 BT2085* NAVD 88     -                                                        
 BT2085  ___________________________________________________________________
 BT2085  LAPLACE CORR-          -1.01  (seconds)                    DEFLEC99
 BT2085  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BT2085
 BT2085  HORZ ORDER  -  THIRD
 BT2085
 BT2085.The horizontal coordinates were established by classical geodetic methods
 BT2085.and adjusted by the National Geodetic Survey in September 1997..
 BT2085
 BT2085
 BT2085.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2085
 BT2085.The geoid height was determined by GEOID03.
 BT2085
 BT2085;                    North         East     Units Scale Factor Converg.
 BT2085;SPC AL E     -    87,957.070   268,678.564   MT  1.00001816   +0 22 28.8
 BT2085;SPC GA W     -   143,535.695   609,999.816   MT  0.99999988   -0 29 27.7
 BT2085;SPC GA W     -   470,916.69  2,001,307.73   sFT  0.99999988   -0 29 27.7
 BT2085;UTM  16      - 3,463,430.612   679,705.085   MT  0.99999834   +0 58 51.1
 BT2085
 BT2085                          SUPERSEDED SURVEY CONTROL
 BT2085
 BT2085  NAD 83(1992)-  31 17 28.88421(N)    085 06 43.18953(W) AD(       ) 4
 BT2085  NAD 83(1986)-  31 17 28.89143(N)    085 06 43.18676(W) AD(       ) 4
 BT2085  NAD 27      -  31 17 28.26000(N)    085 06 43.44000(W) AD(       ) 3
 BT2085
 BT2085.Superseded values are not recommended for survey control.
 BT2085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2085.See file dsdata.txt to determine how the superseded data were derived.
 BT2085
 BT2085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV7970563431(NAD 83)
 BT2085_MARKER: 51 = TANK
 BT2085
 BT2085  HISTORY     - Date     Condition        Report By
 BT2085  HISTORY     - 1938     FIRST OBSERVED   CGS
 BT2085
 BT2085                          STATION DESCRIPTION
 BT2085
 BT2085'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2455 ***********************************************************************
 DH2455  DESIGNATION -  COLUMBIANA
 DH2455  PID         -  DH2455
 DH2455  STATE/COUNTY-  AL/SHELBY
 DH2455  USGS QUAD   -  COLUMBIANA (1980)
 DH2455
 DH2455                         *CURRENT SURVEY CONTROL
 DH2455  ___________________________________________________________________
 DH2455* NAD 83(1992)-  33 11 45.19006(N)    086 34 57.77739(W)     ADJUSTED  
 DH2455* NAVD 88     -       296.4    (meters)     972.     (feet)  VERTCON   
 DH2455  ___________________________________________________________________
 DH2455  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DH2455  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2455
 DH2455  HORZ ORDER  -  SECOND
 DH2455
 DH2455.The horizontal coordinates were established by classical geodetic methods
 DH2455.and adjusted by the National Geodetic Survey in December 1992..
 DH2455
 DH2455.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2455
 DH2455.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2455
 DH2455.The geoid height was determined by GEOID03.
 DH2455
 DH2455;                    North         East     Units Scale Factor Converg.
 DH2455;SPC AL W     -   354,710.872   685,528.988   MT  1.00002349   +0 30 08.1
 DH2455;SPC AL E     -   299,169.532   130,124.941   MT  1.00002018   -0 24 37.1
 DH2455;UTM  16      - 3,673,080.787   538,894.711   MT  0.99961865   +0 13 42.5
 DH2455
 DH2455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2455!SPC AL W     -   0.99995803  x   1.00002349  =   0.99998152
 DH2455!SPC AL E     -   0.99995803  x   1.00002018  =   0.99997821
 DH2455!UTM  16      -   0.99995803  x   0.99961865  =   0.99957670
 DH2455
 DH2455                          SUPERSEDED SURVEY CONTROL
 DH2455
 DH2455  NAD 83(1986)-  33 11 45.19780(N)    086 34 57.78015(W) AD(       ) 2
 DH2455  NAD 27      -  33 11 44.78080(N)    086 34 57.84224(W) AD(       ) 2
 DH2455  NGVD 29 (07/19/86)  296.4    (m)          972.     (f) VERT ANG       
 DH2455
 DH2455.Superseded values are not recommended for survey control.
 DH2455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2455.See file dsdata.txt to determine how the superseded data were derived.
 DH2455
 DH2455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3889573081(NAD 83)
 DH2455_MARKER: V = STONE MONUMENT
 DH2455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2455_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2455+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 DH2455
 DH2455  HISTORY     - Date     Condition        Report By
 DH2455  HISTORY     - 1887     MONUMENTED       CGS
 DH2455  HISTORY     - 1939     SEE DESCRIPTION  ALGS
 DH2455  HISTORY     - 1962     SEE DESCRIPTION  ALHD
 DH2455  HISTORY     - 1969     GOOD             CGS
 DH2455  HISTORY     - 1971     GOOD             NGS
 DH2455  HISTORY     - 20030706 GOOD             GEOCAC
 DH2455
 DH2455                          STATION DESCRIPTION
 DH2455
 DH2455'DESCRIBED BY COAST AND GEODETIC SURVEY 1887 (OHT)
 DH2455'IN SECS, 18 AND 19, T 21, R. 1 E., HUNTSVILLE MERIDIAN.  ON THE
 DH2455'HIGHEST RANGE OF HILLS ABOUT 2 MILES EAST OF COLUMBIANA, THE
 DH2455'STATION WAS MARKED BY A BEER BOTTLE BURIED MOUTH UPWARD 18 INCHES
 DH2455'BELOW THE SURFACE OF THE GROUND.  A LARGE FLAT STONE WAS LAID
 DH2455'ON THE SURFACE.
 DH2455'
 DH2455'REFERENCE MARKS ARE NAILS DRIVEN IN STUMPS OF TREES AND SITUATED
 DH2455'FROM STATION AS FOLLOWS-FIRST NAIL IS 16.09 FEET, N. 20 DEG. W.
 DH2455'(MAGNETIC), SECOND NAIL IS 23.22 FEET, N. 88 DEG. W. (MAGNETIC),
 DH2455'AND THIRD NAIL IS 12.55 FEET, S. 37 DEG. E. (MAGNETIC).
 DH2455
 DH2455                          STATION RECOVERY (1939)
 DH2455
 DH2455'RECOVERY NOTE BY ALABAMA GEODETIC SURVEY 1939 (APR)
 DH2455'R.E. BUTLER, DIVISION ENGINEER, ALABAMA GEODETIC SURVEY,
 DH2455'BIRINGHAM, ALA., RECOVERED THE STATION, AND PLACED A BLOCK OF
 DH2455'CONCRETE OVER THE BOTTLE LETTING IT PROJECT ABOUT 3 INCHES ABOVE
 DH2455'GROUND AS A MARKER.  REFERENCE MARKS WERE NOT FOUND.
 DH2455
 DH2455                          STATION RECOVERY (1962)
 DH2455
 DH2455'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1962
 DH2455'THE GENERAL LOCATION AS STATED BY O.H.T., 1887 IS GOOD BUT THE
 DH2455'FOLLOWING MAY AID IN THE FUTURE LOCATION OF THIS STATION.  THE
 DH2455'STATION IS IN A DENSELY WOODED AREA AT THIS TIME, MOSTLY SMALL
 DH2455'PINE TREES.  TRIANGULATION STATION COOSA IS 63.3 FEET NORTH, 40
 DH2455'DEGREES EAST OF THIS STATION.  THE CORNERS OF THE CONCRETE BLOCK
 DH2455'OR POST INTO WHICH THE BRONZE DISK WAS PLACED, HAVE BEEN CHIPPED
 DH2455'OFF BUT THE STATION APPEARS TO BE UNDISTURBED OTHERWISE AND IN
 DH2455'GOOD CONDITION.  NO REFERENCE MARKS WERE FOUND.
 DH2455
 DH2455                          STATION RECOVERY (1969)
 DH2455
 DH2455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DH2455'THE STATION WAS VISITED 2-12-69 AND THE STATION WAS FOUND IN GOOD
 DH2455'CONDITION.  THE CORNERS OF THE 10 INCH CONCRETE POST HAD BEEN
 DH2455'CHIPPED OFF BUT WAS SETTING UPRIGHT AND SOLID IN THE GROUND.
 DH2455'NONE OF THE REFERENCE NAILS WERE FOUND.  PREVIOUS DESCRIPTIONS
 DH2455'STATE THAT THE UNDERGROUND MARK IS A BEER BOTTLE MOUTH UPWARD AND
 DH2455'THE SURFACE MARK IS AN ALABAMA GEODETIC SURVEY DISK SET IN A
 DH2455'CONCRETE POST.  A NEW DESCRIPTION FOLLOWS-
 DH2455'
 DH2455'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF COLUMBIANA IN
 DH2455'SECTION 19, T 21S., R 1 E, ON THE HIGHEST HILL OF A NORTH-SOUTH
 DH2455'RANGE, ABOUT 1.4 MILE NORTHEAST OF AN AIRWAY BECON ON THE RIDGE AN
 DH2455'0.8 MILE NORTHEAST OF WHERE SHELBY COUNTY ROAD 30 CROSSES THE
 DH2455'RIDGE.  IT IS AT THE TOP OF A TIMBERED COVERED RIDGE, 62.32 FEET
 DH2455'SOUTHWEST OF TRIANGULATION STATION COOSA 1939, 21 FEET
 DH2455'WEST-NORTHWEST OF A DIM WOODS ROAD, AND 1 FOOT SOUTHWEST OF A METAL
 DH2455'WITNESS POST.  THE STATION IS MARKED BY AN ALABAMA
 DH2455'GEODETIC SURVEY DISK,
 DH2455'STAMPED COLUMBIANA 1887 OVERLAYED WITH SMALLER
 DH2455'NUMBERS 1937, SET IN THE TOP OF A 10-INCH CONCRETE POST.
 DH2455'
 DH2455'TO REACH THE STATION FROM THE OLD HIGH SCHOOL IN COLUMBIANA TAKE
 DH2455'LEFT FORK AND GO NORTH ON STATE HIGHWAY 25 FOR 0.35 MILE TO A T
 DH2455'INTERSECTION (SHELBY CO. RD. 30), TURN RIGHT AND GO NORTHEAST ON
 DH2455'SHELBY CO. RD. 30 FOR 0.8 MILE TO THE EAST END OF A DEEP CUT ON
 DH2455'THE TOP OF THE HILL AND A SIDE ROAD LEFT, TURN LEFT AND GO ABOUT
 DH2455'100 FEET TO THE OLD HIGHWAY BED, TURN LEFT AND GO ABOUT 150 FEET
 DH2455'TO A WOODS ROAD RIGHT, TURN RIGHT AND GO NORTHEASTERLY FOR 0.8
 DH2455'MILE ON OLD WOODS ROAD TO THE TOP OF THE HILL AND THE STATION
 DH2455'ON THE LEFT.
 DH2455'
 DH2455'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES NORTHEAST
 DH2455'OF COLUMBIANA.
 DH2455
 DH2455                          STATION RECOVERY (1971)
 DH2455
 DH2455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2455'THE STATION WAS RECOVERED AND FOUND TO BE IN GOOD CONDITION AS
 DH2455'DESCRIBED BY L. F. S. IN 1969.  THE DISTANCE TO TRIANGULATION
 DH2455'STATION COOSA CHECKED BUT NO DIRECTION WAS TAKEN AT THIS TIME.
 DH2455'FOLLOWING IS A NEW TO REACH.
 DH2455'
 DH2455'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTES 28 AND 47 IN
 DH2455'COLUMBIANA, GO NORTHEAST ON COUNTY ROUTE 28 (E. COLLEGE STREET) FOR
 DH2455'0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON
 DH2455'COUNTY ROUTE 28 FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 DH2455'RIGHT AND GO IN AN EASTERLY DIRECTION ON COUNTY ROUTE 30 FOR 0.6
 DH2455'MILE TO THE TOP OF A HILL AND CROSSROAD.  TURN LEFT FOR ABOUT
 DH2455'100 FEET TO A T-ROAD.  TURN RIGHT AND GO IN AN EASTERLY
 DH2455'DIRECTION ON AN OLD ROAD BED FOR ABOUT 200 FEET TO A WOODS ROAD ON
 DH2455'THE LEFT.  TURN LEFT AND GO IN A NORTHWESTERLY DIRECTION ON A
 DH2455'WINDING WOODS ROAD FOR 0.35 MILE TO A DIM WOODS ROAD ON THE RIGHT.
 DH2455'TURN RIGHT AND GO IN A NORTHERLY DIRECTION ON THE DIM WOODS ROAD,
 DH2455'UPHILL, FOR 0.25 MILE TO THE TOP OF THE HILL.  BEAR LEFT ALONG THE
 DH2455'TOP OF THE HILL FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DH2455'
 DH2455'A FOUR WHEEL DRIVE VEHICLE IS REQUIRED FROM THIS POINT ON.
 DH2455'
 DH2455'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST
 DH2455'OF COLUMBIANA.
 DH2455
 DH2455                          STATION RECOVERY (2003)
 DH2455
 DH2455'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH2455'TO REACH THE MARK TRAVEL NORTH ON COUNTY HWY 25 FROM COLUMBIANA TO
 DH2455'WASHBOARD ROAD ON THE RIGHT. TURN RIGHT ON WASHBOARD ROAD. FOLLOW
 DH2455'WASHBOARD ROAD UP COLUMBIANA MTN UNTIL REACHING THE LAST HOUSE ON THE
 DH2455'RIGHT (EAST) SIDE OF WASHBOARD ROAD.
 DH2455' 
 DH2455'FROM THIS POINT IT WILL BE NECESSARY TO USE A 4-WHEEL ATV OR HIKE VIA
 DH2455'FOOT TO REACH THE MARK. TURN EAST INTO THE DRIVEWAY OF THE LAST HOUSE
 DH2455'ON THE RIGHT (EAST) SIDE OF WASHBOARD ROAD. FOLLOW THE DRIVEWAY TO
 DH2455'WHAT WAS THE DIM WOODS ROAD MENTIONED IN PREVIOUS DESCRIPTIONS. TRAVEL
 DH2455'THE DIM WOODS ROAD APPROXIMATELY .25 MILES TO THE TOP OF THE MOUNTAIN.
 DH2455' 
 DH2455' 
 DH2455'ONCE REACHING THE TOP OF THE MOUNTAIN, BEAR LEFT (NORTH) ALONG ANOTHER
 DH2455'DIM WOODS ROAD AND TRAVEL APPROX .15 MILES TO THE STATION ON THE LEFT
 DH2455'(WEST) SIDE OF THE DIM WOODS ROAD.
 DH2455' 
 DH2455'THE MARK IS AN ALABAMA GEODETIC SURVEY DISK STAMPED COLUMBIANA 1887
 DH2455'AND OVERLAYED WITH SMALLER NUMBERS 1937. THE MARK IS SET IN THE TOP OF
 DH2455'A 10 INCH CONCRETE BLOCK WHICH HAS HAD ITS CORNERS CHIPPED AWAY. THE
 DH2455'DISK, WHICH COVERS THE ORIGINAL 1887 BEER BOTTLE IS APPROXIMATELY 1
 DH2455'INCH ABOVE THE SURFACE OF THE GROUND.
 DH2455' 
 DH2455'THE MARK WAS RECOVERED IN GOOD CONDITION. DURING A 5 MINUTE OCCUPATION
 DH2455'OF THE MARK WITH A CONSUMER GRADE GPS RECEIVER THE COORDINATES OF N31
 DH2455'11.759 W086 34.974 WERE RECORDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2457 ***********************************************************************
 DH2457  DESIGNATION -  COLUMBIANA MTN BCN
 DH2457  PID         -  DH2457
 DH2457  STATE/COUNTY-  AL/SHELBY
 DH2457  USGS QUAD   -  COLUMBIANA (1980)
 DH2457
 DH2457                         *CURRENT SURVEY CONTROL
 DH2457  ___________________________________________________________________
 DH2457* NAD 83(1992)-  33 10 56.39725(N)    086 35 03.53163(W)     ADJUSTED  
 DH2457* NAVD 88     -                                                        
 DH2457  ___________________________________________________________________
 DH2457  LAPLACE CORR-          -0.20  (seconds)                    DEFLEC99
 DH2457  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2457
 DH2457  HORZ ORDER  -  THIRD
 DH2457
 DH2457.The horizontal coordinates were established by classical geodetic methods
 DH2457.and adjusted by the National Geodetic Survey in December 1992..
 DH2457
 DH2457
 DH2457.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2457
 DH2457.The geoid height was determined by GEOID03.
 DH2457
 DH2457;                    North         East     Units Scale Factor Converg.
 DH2457;SPC AL W     -   353,206.393   685,393.098   MT  1.00002321   +0 30 04.3
 DH2457;SPC AL E     -   297,667.413   129,965.111   MT  1.00002045   -0 24 39.7
 DH2457;UTM  16      - 3,671,577.583   538,751.692   MT  0.99961851   +0 13 39.0
 DH2457
 DH2457                          SUPERSEDED SURVEY CONTROL
 DH2457
 DH2457  NAD 83(1986)-  33 10 56.40505(N)    086 35 03.53429(W) AD(       ) 4
 DH2457  NAD 27      -  33 10 55.98945(N)    086 35 03.59447(W) AD(       ) 3
 DH2457
 DH2457.Superseded values are not recommended for survey control.
 DH2457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2457.See file dsdata.txt to determine how the superseded data were derived.
 DH2457
 DH2457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3875271578(NAD 83)
 DH2457_MARKER: 22 = AIRWAY BEACON
 DH2457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2457+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 DH2457
 DH2457  HISTORY     - Date     Condition        Report By
 DH2457  HISTORY     - 1971     FIRST OBSERVED   NGS
 DH2457  HISTORY     - 20030706 GOOD             GEOCAC
 DH2457
 DH2457                          STATION DESCRIPTION
 DH2457
 DH2457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2457'THE AIRWAYS BEACON COLUMBIANA IS LOCATED ABOUT 1-1/2 MILES
 DH2457'EAST-NORTHEAST OF COLUMBIANA ON A HIGH NORTH-SOUTH RIDGE LOCALLY
 DH2457'KNOWN AS COLUMBIANA MOUNTAIN.  IT IS AN ABANDONED AIRWAYS BEACON
 DH2457'THAN IS NOW OWNED BY THE STATE FOREST SERVICE.
 DH2457'
 DH2457'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTES 28 AND 47 IN
 DH2457'COLUMBIANA, GO NORTHEAST ON COUNTY ROUTE 28 (E. COLLEGE STREET) FOR
 DH2457'0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON
 DH2457'COUNTY ROUTE 28 FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 DH2457'RIGHT AND GO IN AN EASTERLY DIRECTION ON COUNTY ROUTE 30 FOR 0.6
 DH2457'MILE TO THE TOP OF A HILL AND A CROSSROAD.  TURN RIGHT AND GO IN
 DH2457'A SOUTHERLY DIRECTION ON A GRAVELED ROAD FOR 0.4 MILE TO THE END OF
 DH2457'THE ROAD AND THE STATION.
 DH2457'
 DH2457'THE STATION IS A FOUR LEGGED STEEL STRUCTURE PAINTED ALTERNATE RED
 DH2457'AND WHITE WITH A SQUARE PLATFORM AT THE TOP AND A BEACON LIGHT AT
 DH2457'THE CENTER OF THE PLATFORM.  IT HAS AN OVERALL HEIGHT OF ABOUT
 DH2457'90 FEET.
 DH2457'
 DH2457'THE POINT INTERSECTED WAS THE BEACON LIGHT AT THE TOP.
 DH2457
 DH2457                          STATION RECOVERY (2003)
 DH2457
 DH2457'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH2457'THE ABANDONED AIRWAY BEACON IS LOCATED ON COLUMBIANA MTN ABOUT 1-1/2
 DH2457'MILES EAST-NORTHEAST OF COLUMBIANA ON A HIGH NORTH-SOUTH RIDGE.
 DH2457' 
 DH2457'TO REACH THE STATION FROM THE JUNCTION OF COUNTY RDS 28 AND 47 IN
 DH2457'COLUMBIANA GO NE ON CTY RD 28 (E COLLEGE ST) FOR 0.3 MI TO A FORK.
 DH2457'TAKE THE LEFT FORK AND CONTINUE NE ON CTY RD 28 FOR 0.4 MI TO A SIDE
 DH2457'ROAD ON THE RIGHT. TURN RIGHT ON BEACON DRIVE AND GO SOUTHERLY ON THE
 DH2457'PAVED PORTION OF BEACON DRIVE APPROX 0.2 MI CONTINUE ON THE UNPAVED
 DH2457'PORTION OF BEACON DRIVE APPROX 0.2 MI TO THE STATION.
 DH2457' 
 DH2457'THE STATION IS A FOUR LEGGED STEEL STRUCTURE WHICH AT ONE TIME WAS
 DH2457'PAINTED ALTERNATE RED AND WHITE BUT HAS NOW FADED TO THE ORIGINAL
 DH2457'GALVINIZED COLOR. THE BEACON LIGHT MENTIONED IN THE ORIGINAL
 DH2457'DESCRIPTION IS NO LONGER ON THE 90FT TOWER. THE TOWER IS NOW USED AS A
 DH2457'COMMUNICATION ANTENNA TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2458 ***********************************************************************
 DH2458  DESIGNATION -  COLUMBIANA SW MUN TANK
 DH2458  PID         -  DH2458
 DH2458  STATE/COUNTY-  AL/SHELBY
 DH2458  USGS QUAD   -  COLUMBIANA (1980)
 DH2458
 DH2458                         *CURRENT SURVEY CONTROL
 DH2458  ___________________________________________________________________
 DH2458* NAD 83(1992)-  33 10 09.56275(N)    086 37 06.95187(W)     ADJUSTED  
 DH2458* NAVD 88     -                                                        
 DH2458  ___________________________________________________________________
 DH2458  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DH2458  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH2458
 DH2458  HORZ ORDER  -  THIRD
 DH2458
 DH2458.The horizontal coordinates were established by classical geodetic methods
 DH2458.and adjusted by the National Geodetic Survey in December 1992..
 DH2458
 DH2458
 DH2458.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2458
 DH2458.The geoid height was determined by GEOID03.
 DH2458
 DH2458;                    North         East     Units Scale Factor Converg.
 DH2458;SPC AL W     -   351,736.114   682,208.011   MT  1.00001663   +0 28 56.1
 DH2458;SPC AL E     -   296,248.015   126,757.013   MT  1.00002612   -0 25 46.7
 DH2458;UTM  16      - 3,670,123.118   535,560.905   MT  0.99961559   +0 12 31.2
 DH2458
 DH2458                          SUPERSEDED SURVEY CONTROL
 DH2458
 DH2458  NAD 83(1986)-  33 10 09.57007(N)    086 37 06.95481(W) AD(       ) 4
 DH2458  NAD 27      -  33 10 09.14971(N)    086 37 07.01367(W) AD(       ) 3
 DH2458
 DH2458.Superseded values are not recommended for survey control.
 DH2458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2458.See file dsdata.txt to determine how the superseded data were derived.
 DH2458
 DH2458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3556170123(NAD 83)
 DH2458_MARKER: 53 = ELEVATED TANK
 DH2458_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2458+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 DH2458
 DH2458  HISTORY     - Date     Condition        Report By
 DH2458  HISTORY     - 1971     FIRST OBSERVED   NGS
 DH2458  HISTORY     - 20030706 GOOD             GEOCAC
 DH2458
 DH2458                          STATION DESCRIPTION
 DH2458
 DH2458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2458'THE COLUMBIANA SOUTHWEST MUNICIPAL WATER TANK IS LOCATED ABOUT 1
 DH2458'MILE SOUTHWEST OF DOWNTOWN COLUMBIANA.
 DH2458'
 DH2458'TO REACH THE TANK FROM COURTHOUSE IN TOWN, GO SOUTH ON OLD STATE
 DH2458'HIGHWAY 25 FOR 0.05 MILE TO ITS JUNCTION WITH COUNTY ROUTE 47.  KEEP
 DH2458'TO THE RIGHT OF CITY HALL AND GO SOUTH AND SOUTHWEST ON HIGHWAY 25
 DH2458'FOR 0.9 MILE TO A GATE ON THE RIGHT, AND THE TANK ABOUT 0.1 MILE
 DH2458'NORTH OF THE HIGHWAY.
 DH2458'
 DH2458'THE TANK HAS AN ELLIPSOIDAL TOP AND BOTTOM, PAINTED SILVER, WITH SIX
 DH2458'LEGS, AND ABOUT 135 FEET HIGH WITH A CAP AT THE APEX.
 DH2458'
 DH2458'THE POINT INTERSECTED WAS THE CAP.
 DH2458
 DH2458                          STATION RECOVERY (2003)
 DH2458
 DH2458'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH2458'THE TO-REACH DESCRIPTION LISTED IN THE ORIGINAL 1971 DESCRIPTION IS
 DH2458'STILL ACCURATE. THE TANK IS STILL IN USE AND IS EASILY VIEWED FOR MANY
 DH2458'MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2280 ***********************************************************************
 CM2280  DESIGNATION -  COMER
 CM2280  PID         -  CM2280
 CM2280  STATE/COUNTY-  AL/BARBOUR
 CM2280  USGS QUAD   -  BATESVILLE (1973)
 CM2280
 CM2280                         *CURRENT SURVEY CONTROL
 CM2280  ___________________________________________________________________
 CM2280* NAD 83(1992)-  32 00 34.76069(N)    085 22 15.81508(W)     ADJUSTED  
 CM2280* NAVD 88     -       124.2    (meters)     407.     (feet)  VERTCON   
 CM2280  ___________________________________________________________________
 CM2280  X           -     436,888.332 (meters)                     COMP
 CM2280  Y           -  -5,395,915.902 (meters)                     COMP
 CM2280  Z           -   3,361,391.212 (meters)                     COMP
 CM2280  LAPLACE CORR-           0.20  (seconds)                    DEFLEC99
 CM2280  ELLIP HEIGHT-          97.77  (meters)          (07/29/02) GPS OBS
 CM2280  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM2280
 CM2280  HORZ ORDER  -  FIRST
 CM2280  ELLP ORDER  -  FOURTH    CLASS I
 CM2280
 CM2280.The horizontal coordinates were established by GPS observations
 CM2280.and adjusted by the National Geodetic Survey in September 1997..
 CM2280
 CM2280.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2280.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2280
 CM2280.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2280
 CM2280.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2280
 CM2280.The ellipsoidal height was determined by GPS observations
 CM2280.and is referenced to NAD 83.
 CM2280
 CM2280.The geoid height was determined by GEOID03.
 CM2280
 CM2280;                    North         East     Units Scale Factor Converg.
 CM2280;SPC AL E     -   167,468.096   243,675.568   MT  0.99998352   +0 14 42.1
 CM2280;UTM  16      - 3,542,665.441   653,855.137   MT  0.99989193   +0 51 49.0
 CM2280
 CM2280!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2280!SPC AL E     -   0.99998465  x   0.99998352  =   0.99996817
 CM2280!UTM  16      -   0.99998465  x   0.99989193  =   0.99987658
 CM2280
 CM2280|---------------------------------------------------------------------|
 CM2280| PID    Reference Object                     Distance      Geod. Az  |
 CM2280|                                                           dddmmss.s |
 CM2280| CY9272 COMER RM 1                           43.586 METERS 11253     |
 CM2280| CS7042 COMER RM 3                           30.276 METERS 12649     |
 CM2280| BT2078 GILMORE LOT                         APPROX.17.7 KM 1453547.0 |
 CM2280| BT2422 CLAY RESET                          APPROX.14.9 KM 1725814.0 |
 CM2280| CY9271 COMER AZ MK                                        1851801.2 |
 CM2280| BT2084 KENNEDY HILL LOT                    APPROX.10.7 KM 2251745.3 |
 CM2280| CY9273 COMER RM 2                           30.093 METERS 22620     |
 CM2280|---------------------------------------------------------------------|
 CM2280
 CM2280                          SUPERSEDED SURVEY CONTROL
 CM2280
 CM2280  NAD 83(1992)-  32 00 34.76093(N)    085 22 15.81628(W) AD(       ) 1
 CM2280  ELLIP H (12/04/92)   97.75   (m)                       GP(       ) 4 1
 CM2280  NAD 83(1986)-  32 00 34.76658(N)    085 22 15.80869(W) AD(       ) 1
 CM2280  NAD 27      -  32 00 34.20000(N)    085 22 16.02600(W) AD(       ) 1
 CM2280  NGVD 29 (12/04/92)  124.2    (m)          407.     (f) GPS OBS        
 CM2280
 CM2280.Superseded values are not recommended for survey control.
 CM2280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2280.See file dsdata.txt to determine how the superseded data were derived.
 CM2280
 CM2280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA5385542665(NAD 83)
 CM2280_MARKER: DS = TRIANGULATION STATION DISK
 CM2280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2280_SP_SET: CONCRETE POST
 CM2280_STAMPING: COMER 1943
 CM2280_MARK LOGO: CGS   
 CM2280_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CM2280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2280+STABILITY: SURFACE MOTION
 CM2280_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2280+SATELLITE: SATELLITE OBSERVATIONS - October 25, 1989
 CM2280
 CM2280  HISTORY     - Date     Condition        Report By
 CM2280  HISTORY     - 1943     MONUMENTED       CGS
 CM2280  HISTORY     - 1943     GOOD             CGS
 CM2280  HISTORY     - 1964     GOOD             USGS
 CM2280  HISTORY     - 1982     GOOD             NGS
 CM2280  HISTORY     - 19891025 GOOD             ALHD
 CM2280
 CM2280                          STATION DESCRIPTION
 CM2280
 CM2280'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 CM2280'THE STATION IS LOCATED ABOUT 2 MILES S OF COMER, A SMALL
 CM2280'TOWN ON THE CENTRAL OF GEORGIA RAILROAD ABOUT 18 MILES W OF
 CM2280'EUFAULA.  THE STATION IS ON THE HIGHEST POINT OF A BARE GRASSY
 CM2280'HILL, 21 FEET SW OF THE CENTER OF A DIRT ROAD AND 12 FEET SW OF THE
 CM2280'SHOULDER OF A CUT.  IT PROJECTS ABOUT 4 INCHES AND THE DISK
 CM2280'IS STAMPED COMER 1943.
 CM2280'
 CM2280'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 CM2280'DISKS SET IN CONCRETE.
 CM2280'
 CM2280'REFERENCE MARK NO. 1 IS SE OF THE STATION, IN A FENCE LINE ON THE SE
 CM2280'SIDE OF THE ROAD.  IT PROJECTS ABOUT 8 INCHES AND THE DISK IS
 CM2280'STAMPED COMER NO. 1 1943.
 CM2280'
 CM2280'REFERENCE MARK NO. 2 IS SW OF THE STATION AND ABOUT 10 FEET LOWER.
 CM2280'IT PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED COMER NO. 2 1943.
 CM2280'
 CM2280'THE AZIMUTH MARK IS LOCATED ABOUT 0.25 MILE SSW OF THE STATION, ON
 CM2280'A SIDE HILL.  IT PROJECTS ABOUT 8 INCHES AND THE DISK IS STAMPED
 CM2280'COMER 1943.  TO REACH THE AZIMUTH MARK FROM THE STATION GO
 CM2280'SOUTHEASTERLY ON MAIN ROAD FOR 0.35 MILE TO DIM SIDE ROAD RIGHT AT
 CM2280'A SAWDUST PILE.  TURN RIGHT AND FOLLOW LOGGING ROAD W AND NW
 CM2280'ALONG THE NORTHERN SIDE OF THE BANK FOR 0.2 MILE.  HERE BEAR LEFT
 CM2280'UP THE BANK TO THE AZIMUTH MARK.
 CM2280'
 CM2280'TO REACH THE STATION FROM THE COMER RAILROAD STATION GO S
 CM2280'0.5 MILE TO AN OLD BRIDGE.  TAKE LEFT FORK JUST AFTER CROSSING
 CM2280'BRIDGE AND GO SOUTHEASTERLY 1.45 MILES TO THE TOP OF THE HILL AND
 CM2280'THE STATION ON THE RIGHT.
 CM2280'
 CM2280'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT MITCHELL.
 CM2280'
 CM2280'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT THOMPSON.
 CM2280'
 CM2280'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT LUGO.
 CM2280'
 CM2280'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT GARRISON.
 CM2280'
 CM2280'A 77-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT BASCOM.
 CM2280'
 CM2280'A 77-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT CLAY.
 CM2280'
 CM2280'A 77-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT FLOURNOY.
 CM2280'
 CM2280'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT MT. ANDREWS.
 CM2280'
 CM2280'A 77-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT MIDWAY.
 CM2280'
 CM2280'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CM2280
 CM2280                          STATION RECOVERY (1943)
 CM2280
 CM2280'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CM2280'RECOVERED IN GOOD CONDITION.
 CM2280
 CM2280                          STATION RECOVERY (1964)
 CM2280
 CM2280'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 CM2280'STATION FOUND IN GOOD CONDITION.
 CM2280
 CM2280                          STATION RECOVERY (1982)
 CM2280
 CM2280'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CM2280'THE STATION MARK AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD
 CM2280'CONDITION.  REFERENCE MARK NO 1 WAS NOT FOUND AND BELIEVED DESTROYED
 CM2280'BY ROAD CONSTRUCTION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT
 CM2280'FOUND, THE PREVIOUS DESCRIPTION IS NOT ADEQUATE FOR RECOVERY AND
 CM2280'WOULD NOT BE VISIBLE DUE TO LARGE TREES.  NO SUITABLE LOCATION FOR A
 CM2280'NEW AZIMUTH MARK IS AVAILABLE.  A NEW REFERENCE MARK NO 3 WAS
 CM2280'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.
 CM2280'
 CM2280'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 82 AND COUNTY ROUTE 49 AT
 CM2280'COMER, GO WEST ON COUNTY ROUTE 49 FOR 0.3 MILE TO RAILROAD CROSSING
 CM2280'AND SIDEROAD ON THE LEFT, TURN LEFT AND FOLLOW GRADED ROAD FOR 0.5
 CM2280'MILE TO A FORK, JUST AFTER CROSSING BRIDGE, TAKE THE LEFT FORK AND GO
 CM2280'SOUTHEASTERLY FOR 1.35 MILES TO TOP OF HILL AND STATION ON THE RIGHT.
 CM2280'
 CM2280'STATION MARK IS A STANDARD CGS DISK, STAMPED---COMER NO 2 1943--- SET
 CM2280'IN TOP OF A SQUARE CONCRETE POST, PROJECTING 3 INCHES.  IT IS 35.97
 CM2280'METERS 118.0 FEET) SOUTHWEST OF THE CENTER OF GRADED ROAD, 5.60
 CM2280'FMETERS (4.8 FEET) EAST OF A DOUBLE TRUNK 8 INCH RED OAK TREE AND
 CM2280'0.24 METER (0.8 FOOT) SOUTH-SOUTHEAST OF A METAL WITNESS POST AND
 CM2280'SIGN.
 CM2280'
 CM2280'REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED---COMER 1943 NO 3
 CM2280'1982---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.
 CM2280'IT IS 10.67 METERS (35.0 FEET) EAST OF A 30-INCH WHITE OAK TREE, 9.60
 CM2280'METERS (31.5 FEET) NORTH-NORTHWEST OF A 30-INCH RED OAK TREE, 6.40
 CM2280'METERS (21.0 FEET) SOUTHWEST OF THE CENTER OF GRADED ROAD AND 0.30
 CM2280'METER (1.0 FOOT) SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 CM2280
 CM2280                          STATION RECOVERY (1989)
 CM2280
 CM2280'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM2280'THE STATION IS LOCATED ON PRIVATE PROPERTY IN BARBOUR COUNTY, ABOUT
 CM2280'24.94 KM (15.50 MI) NORTHWEST OF EUFAULA AND ABOUT 16.42 KM
 CM2280'(10.20 MI) NORTH-NORTHEAST OF CLAYTON.
 CM2280'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 82 AND BARBOUR
 CM2280'COUNTY ROAD NO. 49, AT MILE POST 221.65 ON U. S. 82, GO SOUTH ON
 CM2280'BARBOUR COUNTY ROAD NO. 49 FOR 0.16 KM (0.10 MI) TO A DIRT ROAD LEFT,
 CM2280'TURN LEFT ON THE DIRT ROAD AND GO EAST AND THEN SOUTH, CURVING AROUND
 CM2280'AN ABANDONED BRICK STORE BUILDING, GRANTT BROTHERS GEN. MDSE., FOR
 CM2280'0.80 KM (0.50 MI) TO A Y INTERSECTION, BEAR LEFT ON THE MARY C. SMITH
 CM2280'ROAD AND GO SOUTH-SOUTHEAST FOR 0.80 KM (0.50 MI) TO A POWER
 CM2280'TRANSMISSION LINE, CONTINUE SOUTH ON THE MARY C. SMITH ROAD FOR 1.45
 CM2280'KM (0.90 MI) TO THE STATION ON THE RIGHT.
 CM2280'THE STATION IS 6.07 M (19.9 FT) SOUTH-SOUTHWEST OF THE CENTER OF THE
 CM2280'DIRT ROAD, 25.30 M (83.0 FT) NORTH-NORTHWEST OF A 30 INCH OAK TREE,
 CM2280'AND 30.42 M (99.8 FT) NORTHEAST OF REFERENCE MARK NO. 2.
 CM2280'COMER AZ MK 1943 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3591 ***********************************************************************
 DG3591  DESIGNATION -  CONCORD
 DG3591  PID         -  DG3591
 DG3591  STATE/COUNTY-  AL/RANDOLPH
 DG3591  USGS QUAD   -  WADLEY NORTH (1969)
 DG3591
 DG3591                         *CURRENT SURVEY CONTROL
 DG3591  ___________________________________________________________________
 DG3591* NAD 83(1992)-  33 08 03.37482(N)    085 30 21.65513(W)     ADJUSTED  
 DG3591* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 DG3591  ___________________________________________________________________
 DG3591  LAPLACE CORR-          -0.66  (seconds)                    DEFLEC99
 DG3591  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DG3591
 DG3591  HORZ ORDER  -  FIRST
 DG3591
 DG3591.The horizontal coordinates were established by classical geodetic methods
 DG3591.and adjusted by the National Geodetic Survey in September 1997..
 DG3591
 DG3591.The orthometric height was scaled from a topographic map.
 DG3591
 DG3591.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3591
 DG3591.The geoid height was determined by GEOID03.
 DG3591
 DG3591;                    North         East     Units Scale Factor Converg.
 DG3591;SPC AL E     -   292,133.700   230,541.350   MT  0.99997150   +0 10 44.1
 DG3591;UTM  16      - 3,667,165.612   639,356.456   MT  0.99983944   +0 49 00.3
 DG3591
 DG3591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3591!SPC AL E     -   0.99996298  x   0.99997150  =   0.99993448
 DG3591!UTM  16      -   0.99996298  x   0.99983944  =   0.99980242
 DG3591
 DG3591|---------------------------------------------------------------------|
 DG3591| PID    Reference Object                     Distance      Geod. Az  |
 DG3591|                                                           dddmmss.s |
 DG3591| DG3592 STA 202+95.0 PT                      21.538 METERS 01323     |
 DG3591| CY9792 CONCORD RM 1                         23.135 METERS 02937     |
 DG3591| CY9793 CONCORD RM 2                         23.000 METERS 13358     |
 DG3591| CY9791 CONCORD AZ MK                                      2403357.8 |
 DG3591|---------------------------------------------------------------------|
 DG3591
 DG3591                          SUPERSEDED SURVEY CONTROL
 DG3591
 DG3591  NAD 83(1992)-  33 08 03.37483(N)    085 30 21.65574(W) AD(       ) 1
 DG3591  NAD 83(1986)-  33 08 03.37837(N)    085 30 21.65326(W) AD(       ) 1
 DG3591  NAD 27      -  33 08 02.94700(N)    085 30 21.82300(W) AD(       ) 1
 DG3591
 DG3591.Superseded values are not recommended for survey control.
 DG3591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3591.See file dsdata.txt to determine how the superseded data were derived.
 DG3591
 DG3591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB3935667166(NAD 83)
 DG3591_MARKER: DS = TRIANGULATION STATION DISK
 DG3591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3591
 DG3591  HISTORY     - Date     Condition        Report By
 DG3591  HISTORY     - 1941     MONUMENTED       CGS
 DG3591  HISTORY     - 1971     GOOD             AZHD
 DG3591  HISTORY     - 1971     GOOD             USE
 DG3591  HISTORY     - 1976     GOOD             NGS
 DG3591
 DG3591                          STATION DESCRIPTION
 DG3591
 DG3591'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG3591'STATION IS ABOUT 9 MILES W OF ROANOKE, 120 FEET S OF THE CENTER
 DG3591'OF STATE HIGHWAY 63, 65 FEET W OF THE CENTER OF A GRADED ROAD
 DG3591'AND ABOUT 200 YARDS E OF A SMALL STORE.  THE STATION SURFACE MARK
 DG3591'IS SET ABOUT 1 FOOT BELOW THE GROUND SURFACE AND IS ON PROPERTY
 DG3591'OWNED BY MR. J.L. HODGES.
 DG3591'
 DG3591'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG3591'BRONZE DISKS SET IN CONCRETE.
 DG3591'
 DG3591'THE AZIMUTH MARK IS 0.5 MILE W OF THE STATION BY WAY OF STATE
 DG3591'HIGHWAY 63 AND IS 48 FEET N OF THE CENTER OF THE HIGHWAY.
 DG3591'
 DG3591'THE WITNESS MARK IS A HIGHWAY RIGHT-OF-WAY MARKER WITH PT 202 PLUS
 DG3591'95.0 ENGRAVED ON THE N SIDE.
 DG3591'
 DG3591'REFERENCE MARK NO. 1 IS IN THE SW CORNER OF THE ROAD INTERSECTION
 DG3591'AND REFERENCE MARK NO. 2 IS ON THE W SIDE OF THE GRADED ROAD.
 DG3591'
 DG3591'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 63
 DG3591'AND 37 IN THE W PART OF ROANOKE, GO W ON STATE HIGHWAY 63 FOR 8.6
 DG3591'MILES TO CROSSROADS AND THE STATION AS DESCRIBED ABOVE.
 DG3591'
 DG3591'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DG3591
 DG3591                          STATION RECOVERY (1971)
 DG3591
 DG3591'RECOVERY NOTE BY ARIZONA HIGHWAY DEPARTMENT (NOW AZDT) 1971 (JDS)
 DG3591'THE STATION, BOTH REFERENCE MARKS AND THE AZIMUTH MARK WERE
 DG3591'RECOVERED IN EXCELLENT CONDITION.  THE AZIMUTH MARK IS NOT
 DG3591'VISIBLE FROM THE STATION BECAUSE OF A DENSE STAND OF PINE TREES
 DG3591'BETWEEN THE TWO MARKS.
 DG3591'
 DG3591'TO REACH THE STATION FROM THE EAST END OF THE TALLAPOOSA RIVER
 DG3591'BRIDGE ON ALA. 22 IN WADLEY, ALABAMA, DRIVE EAST ON ALABAMA 22
 DG3591'3.50 MILES TO M.P. 152 AND THE STATION ON THE RIGHT.
 DG3591'
 DG3591'BOTH REFERENCE MARKS AND THE R.O.W. MARKER MENTIONED IN ORIGINAL
 DG3591'DESCRIPTION ARE UNDISTURBED.
 DG3591
 DG3591                          STATION RECOVERY (1971)
 DG3591
 DG3591'RECOVERY NOTE BY US ENGINEERS 1971
 DG3591'STATION AND RM NO. 1 WERE RECOVERED IN GOOD CONDITION.  NO SEARCH
 DG3591'WAS MADE FOR THE AZIMUTH MARK.
 DG3591'
 DG3591'STATION IS 15 FEET SOUTHWEST OF A TELEPHONE POLE, AND 120 FEET SOUTH
 DG3591'OF THE CENTERLINE OF STATE HIGHWAY 22.  THE SMALL STORE IN THE
 DG3591'ORIGINAL DESCRIPTION IS DESTROYED.  RM NO. 1 IS 55 FEET SOUTH OF
 DG3591'HIGHWAY 22, AND 20 FEET WEST OF A GRADED DIRT ROAD.
 DG3591'
 DG3591'A NEW ROUTE DESCRIPTION IS AS FOLLOWS--
 DG3591'
 DG3591'TO REACH THE STATION FROM THE INTERSECTION OF US HIGHWAY 431 AND
 DG3591'STATE HIGHWAY 22 ON THE EAST EDGE OF ROANOKE, ALABAMA, GO WEST ON
 DG3591'HIGHWAY 22, THROUGH ROANOKE, FOR 1.65 MILES TO AN ARCO SERVICE
 DG3591'STATION ON THE RIGHT AND HIGHWAY 22 TURNING LEFT.  TURN LEFT (WEST)
 DG3591'ON HIGHWAY 22 FOR 8.1 MILES TO THE STATION ON THE LEFT (SOUTH) AS
 DG3591'DESCRIBED.
 DG3591
 DG3591                          STATION RECOVERY (1976)
 DG3591
 DG3591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 DG3591'THE STATION WAS VISITED 7-9-76 AND THE STATION MARK, R.M. NO. 1,
 DG3591'R.M. NO. 2 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.
 DG3591'THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION AT THIS TIME DUE TO
 DG3591'TREES ON LINE.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 DG3591'
 DG3591'THE STATION IS LOCATED ABOUT 3 MILES EAST OF WADLEY, ABOUT 9 MILES
 DG3591'WEST OF ROANOKE AND 120 FEET SOUTH OF ALA. 22.
 DG3591'
 DG3591'TO REACH THE STATION FROM THE EAST END OF THE TALLAPOOSA RIVER BRIDGE
 DG3591'ON ALA. 22 IN THE EAST EDGE OF WADLEY, ALA., DRIVE EAST ON ALA. 22
 DG3591'3.00 MILES TO MILE POST 151.59 AND THE AZIMUTH ON THE LEFT,
 DG3591'CONTINUE EAST ON ALA. 22 0.51 MILE TO MILE POST 152.10 AND THE
 DG3591'STATION ON THE RIGHT.
 DG3591'
 DG3591'THE STATION IS A STANDARD TRIANGULATION STATION DISK STAMPED CONCORD
 DG3591'1941 SET IN THE TOP OF A MASS OF CONCRETE 3 INCHES BELOW THE SURFACE
 DG3591'OF THE GROUND.  IT IS 120.4 FT. SOUTH OF THE CENTERLINE OF ALA. 22,
 DG3591'65 FT. WEST OF THE CENTERLINE OF A GRAVEL ROAD, 18.3 FT. SOUTHWEST OF
 DG3591'AN ANGLE POWER POLE, 1.3 FT. EAST-NORTHEAST OF A METAL WITNESS POST
 DG3591'AND SIGN.
 DG3591'
 DG3591'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK STAMPED
 DG3591'CONCORD NO. 1 1941 SET IN THE TOP OF A SQUARE CONCRETE POST
 DG3591'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS
 DG3591'52.7 FT. SOUTH OF THE CENTERLINE OF ALA. 22, 22.8 FT. WEST OF THE
 DG3591'CENTERLINE OF A GRAVEL ROAD, AND 1.1 FT. SOUTH OF A METAL WITNESS
 DG3591'POST AND SIGN.
 DG3591'
 DG3591'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 DG3591'CONCORD NO. 2 1941 SET IN THE TOP OF A SQUARE CONCRETE POST
 DG3591'PROJECTING 6 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 74.7
 DG3591'FT.  SOUTHEAST OF AN ANGLE POWER POLE, 16.8 FT. WEST OF THE
 DG3591'CENTERLINE OF A GRAVEL ROAD AND 1 FT. EAST OF A METAL WITNESS POST
 DG3591'AND SIGN.
 DG3591'
 DG3591'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED CONCORD 1941
 DG3591'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4 INCHES ABOVE
 DG3591'THE SURFACE OF THE GROUND.  IT IS 52.6 FT. NORTHWEST OF THE
 DG3591'CENTERLINE OF ALA. 22, 42.4 FT. NORTHEAST OF A TRANSFORMER POWER
 DG3591'POLE, AND 1 FT.  NORTHWEST OF A METAL WITNESS POST AND SIGN.
 DG3591'
 DG3591'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--ABOUT 3 MILES EAST
 DG3591'OF WADLEY, ALABAMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4167 ***********************************************************************
 BG4167  DESIGNATION -  CONNOR
 BG4167  PID         -  BG4167
 BG4167  STATE/COUNTY-  AL/MOBILE
 BG4167  USGS QUAD   -  HURRICANE (1982)
 BG4167
 BG4167                         *CURRENT SURVEY CONTROL
 BG4167  ___________________________________________________________________
 BG4167* NAD 83(1992)-  30 48 38.94810(N)    087 59 23.60646(W)     ADJUSTED  
 BG4167* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BG4167  ___________________________________________________________________
 BG4167  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 BG4167  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BG4167
 BG4167  HORZ ORDER  -  SECOND
 BG4167
 BG4167.The horizontal coordinates were established by classical geodetic methods
 BG4167.and adjusted by the National Geodetic Survey in December 1992..
 BG4167
 BG4167.The orthometric height was scaled from a topographic map.
 BG4167
 BG4167.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4167
 BG4167.The geoid height was determined by GEOID03.
 BG4167
 BG4167;                    North         East     Units Scale Factor Converg.
 BG4167;SPC AL W     -    89,983.482   553,124.094   MT  0.99996043   -0 15 03.3
 BG4167;UTM  16      - 3,409,055.218   405,310.735   MT  0.99971060   -0 30 25.4
 BG4167
 BG4167!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4167!SPC AL W     -   1.00000448  x   0.99996043  =   0.99996491
 BG4167!UTM  16      -   1.00000448  x   0.99971060  =   0.99971508
 BG4167
 BG4167|---------------------------------------------------------------------|
 BG4167| PID    Reference Object                     Distance      Geod. Az  |
 BG4167|                                                           dddmmss.s |
 BG4167| DD7732 CONNOR RM 1                          25.516 METERS 15639     |
 BG4167| DD7731 CONNOR AZ MK                                       2124710.3 |
 BG4167|---------------------------------------------------------------------|
 BG4167
 BG4167                          SUPERSEDED SURVEY CONTROL
 BG4167
 BG4167  NAD 83(1986)-  30 48 38.96800(N)    087 59 23.61144(W) AD(       ) 2
 BG4167  NAD 27      -  30 48 38.29400(N)    087 59 23.61800(W) AD(       ) 2
 BG4167
 BG4167.Superseded values are not recommended for survey control.
 BG4167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4167.See file dsdata.txt to determine how the superseded data were derived.
 BG4167
 BG4167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0531109055(NAD 83)
 BG4167_MARKER: DS = TRIANGULATION STATION DISK
 BG4167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4167
 BG4167  HISTORY     - Date     Condition        Report By
 BG4167  HISTORY     - 1935     MONUMENTED       CGS
 BG4167  HISTORY     - 1959     MARK NOT FOUND   CGS
 BG4167
 BG4167                          STATION DESCRIPTION
 BG4167
 BG4167'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BG4167'THE STATION IS APPROXIMATELY 9 MILES NNE OF MOBILE ON THE SOUTHERN
 BG4167'TIP OF TWELVE MILE ISLAND, WHICH IS BOUNDED ON THE E BY THE MOBILE
 BG4167'RIVER AND ON THE W BY BIG CONNOR BAYOU.  THE STATION MARK IS 13
 BG4167'METERS E, 18 METERS W, AND 25 METERS N OF THE HIGH-WATER LINE, AND 11
 BG4167'METERS SW OF THE SW CORNER OF A SHACK ON THE ISLAND.  IT PROJECTS
 BG4167'ABOUT 6 INCHES.
 BG4167'
 BG4167'STATION AND REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE
 BG4167'
 BG4167'REFERENCE MARK NO.1 IS 25.516 METERS S OF THE STATION, 1/2 METER N OF
 BG4167'THE HIGH-WATER LINE OF MOBILE RIVER.  IT PROJECTS ABOUT 6 INCHES.
 BG4167'
 BG4167'REFERENCE MARK NO.2 IS 13.648 METERS S OF THE STATION, AND 11 METERS
 BG4167'N OF THE HIGH-WATER LINE.  IT PROJECTS ABOUT 6 INCHES.  REFERENCE
 BG4167'MARKS NO.1 AND NO.2 ARE IN LINE.
 BG4167'
 BG4167'AZIMUTH MARK IS ABOUT 1/4 MILE SSW OF THE STATION ON A POINT OF LAND
 BG4167'FORMED BY THE JUNCTION OF TWO RIVERS, ABOUT 20 FEET FROM A SMALL
 BG4167'SHACK.  IT PROJECTS ABOUT 8 INCHES.
 BG4167
 BG4167                          STATION RECOVERY (1959)
 BG4167
 BG4167'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4167'NOT RECOVERED.  THE AREA WAS THOROUGHLY SEARCHED BUT THE MARKS WERE
 BG4167'NOT FOUND.  THE STATION SITE IS NOW A DENSE SWAMP WITH THICK VINES
 BG4167'AND UNDERBRUSH.  IT IS BELIEVED THE MARKS HAVE BEEN DESTROYED BY
 BG4167'EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2987 ***********************************************************************
 CN2987  DESIGNATION -  CONVERT
 CN2987  PID         -  CN2987
 CN2987  STATE/COUNTY-  AL/CHILTON
 CN2987  USGS QUAD   -  MAPLESVILLE EAST (1981)
 CN2987
 CN2987                         *CURRENT SURVEY CONTROL
 CN2987  ___________________________________________________________________
 CN2987* NAD 83(1992)-  32 49 04.57553(N)    086 50 26.45281(W)     ADJUSTED  
 CN2987* NAVD 88     -       167.8    (meters)     551.     (feet)  VERTCON   
 CN2987  ___________________________________________________________________
 CN2987  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CN2987  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CN2987
 CN2987  HORZ ORDER  -  FIRST
 CN2987
 CN2987.The horizontal coordinates were established by classical geodetic methods
 CN2987.and adjusted by the National Geodetic Survey in December 1992..
 CN2987
 CN2987.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN2987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN2987
 CN2987.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2987
 CN2987.The geoid height was determined by GEOID03.
 CN2987
 CN2987;                    North         East     Units Scale Factor Converg.
 CN2987;SPC AL W     -   312,615.108   661,738.134   MT  0.99998032   +0 21 26.4
 CN2987;UTM  16      - 3,631,115.026   514,913.385   MT  0.99960274   +0 05 10.8
 CN2987
 CN2987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2987!SPC AL W     -   0.99997817  x   0.99998032  =   0.99995849
 CN2987!UTM  16      -   0.99997817  x   0.99960274  =   0.99958092
 CN2987
 CN2987|---------------------------------------------------------------------|
 CN2987| PID    Reference Object                     Distance      Geod. Az  |
 CN2987|                                                           dddmmss.s |
 CN2987| CG1426 CONVERT RM 1                         19.337 METERS 00310     |
 CN2987| CN2973 THORSBY MUN TANK                    APPROX.15.9 KM 0463801.0 |
 CN2987| CN2963 CLANTON RADIO STA WKLF MAST         APPROX.13.9 KM 0832612.4 |
 CN2987| CG1427 CONVERT RM 2                         17.617 METERS 11936     |
 CN2987| CF9286 ADAMS RM 1                                         17904     |
 CN2987| CN2991 PERRY 2                             APPROX.12.6 KM 2385437.9 |
 CN2987| CN2989 MAPLESVILLE ATT MICROWAVE           APPROX. 8.4 KM 2661953.4 |
 CN2987| CN2992 RANDOLPH SOU RWY MICROWAVE          APPROX.11.4 KM 3261329.2 |
 CN2987|---------------------------------------------------------------------|
 CN2987
 CN2987                          SUPERSEDED SURVEY CONTROL
 CN2987
 CN2987  NAD 83(1986)-  32 49 04.58404(N)    086 50 26.45711(W) AD(       ) 1
 CN2987  NAD 27      -  32 49 04.12866(N)    086 50 26.50173(W) AD(       ) 1
 CN2987  NGVD 29 (07/19/86)  167.8    (m)          551.     (f) VERT ANG       
 CN2987
 CN2987.Superseded values are not recommended for survey control.
 CN2987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2987.See file dsdata.txt to determine how the superseded data were derived.
 CN2987
 CN2987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1491331115(NAD 83)
 CN2987_MARKER: DS = TRIANGULATION STATION DISK
 CN2987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2987_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN2987
 CN2987  HISTORY     - Date     Condition        Report By
 CN2987  HISTORY     - 1971     MONUMENTED       NGS
 CN2987
 CN2987                          STATION DESCRIPTION
 CN2987
 CN2987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2987'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 CN2987'
 CN2987'THE STATION IS LOCATED ABOUT 12 MILES WEST-SOUTHWEST OF CLANTON,
 CN2987'2-1/2 MILES NORTHEAST OF MAPLESVILLE, 1-1/2 MILES NORTH OF STATE
 CN2987'HIGHWAY 22 AND IN THE SMALL SETTLEMENT OF NEW CONVERT.  IT IS IN
 CN2987'THE NORTHWEST 1/4 OF SEC. 11, T. 21 N., R. 12 E., 0.1 MILE WEST OF
 CN2987'AND ON PROPERTY OWNED BY THE NEW CONVERT BAPTIST CHURCH.
 CN2987'
 CN2987'TO REACH THE STATION FROM THE POST OFFICE IN MAPLESVILLE, GO NORTH
 CN2987'ON A PAVED STREET FOR 0.05 MILE TO THE JUNCTION OF STATE HIGHWAY
 CN2987'22.  TURN RIGHT AND GO EAST ON STATE HIGHWAY 22 FOR 1.6 MILES TO
 CN2987'THE TOP OF A GRADE AND A SIDE ROAD ON THE LEFT.  CONTINUE EAST ON
 CN2987'STATE HIGHWAY 22 FOR 1 MILE TO A SIDE ROAD ON THE LEFT.  TURN
 CN2987'SHARP LEFT AND GO WEST, THEN NORTH ON A DIRT ROAD FOR 1.1 MILES TO A
 CN2987'FORK.  TAKE THE LEFT FORK AND GO NORTHWEST ON A DIRT ROAD FOR 0.5
 CN2987'MILE TO A CROSSROAD IN NEW CONVERT.  TURN LEFT AND GO SOUTHWEST ON A
 CN2987'DIRT ROAD FOR 0.05 MILE TO A WOODS ROAD ON THE RIGHT.  TURN RIGHT
 CN2987'AND GO SOUTHWEST, UPHILL, ON THE WOODS ROAD FOR 0.15 MILE TO
 CN2987'THE SOUTH EDGE OF A CLEARING JUST AFTER PASSING A FRAME HOUSE
 CN2987'ON THE LEFT.  CONTINUE SOUTH ON A DIM WOODS ROAD FOR ABOUT 100
 CN2987'FEET, THEN WEST ON A DIM WOODS ROAD FOR 0.1 MILE TO THE TOP OF THE
 CN2987'HILL AND THE STATION.
 CN2987'
 CN2987'STATION MARKS ARE STANDARD DISKS STAMPED CONVERT 1971.  THE SURFACE
 CN2987'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN2987'WHICH PROJECTS 3 INCHES ABOVE THE GROUND SURFACE.  IT IS 3.3 FEET
 CN2987'NORTH OF A METAL WITNESS POST, 9.5 FEET EAST OF A 6-INCH PINE TREE
 CN2987'WITH A TRIANGULAR BLAZE AND 11.5 FEET WEST OF A 10-INCH OAK TREE
 CN2987'WITH A TRIANGULAR BLAZE.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 CN2987'AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW THE GROUND
 CN2987'SURFACE.
 CN2987'
 CN2987'REFERENCE MARK 1, A STANDARD DISK STAMPED CONVERT NO 1 1971, IS SET
 CN2987'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 CN2987'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 67 FEET NORTH OF THE
 CN2987'METAL WITNESS POST, 65 FEET NORTH-NORTHEAST OF THE 6-INCH BLAZED
 CN2987'PINE TREE, 8.5 FEET NORTHWEST OF THE CENTER OF THE DIM WOODS ROAD
 CN2987'AND IS ABOUT 2 FEET LOWER THAN THE STATION.
 CN2987'
 CN2987'REFERENCE MARK 2, A STANDARD DISK STAMPED CONVERT NO 2 1971, IS SET
 CN2987'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 CN2987'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 55.5 FEET EAST-SOUTHEAST
 CN2987'OF THE METAL WITNESS POST, 14.5 FEET NORTHWEST OF A 10-INCH PINE
 CN2987'TREE WITH A TRIANGULAR BLAZE, 1-1/2 FEET LOWER THAN THE STATION
 CN2987'AND IN THE APPROXIMATE CENTER OF A DIM WOODS ROAD.
 CN2987'
 CN2987'A SLIGHT BOW WAS NOTED IN THE TAPE WHILE MEASURING BETWEEN REFERENCE
 CN2987'MARKS DUE TO A TREE ON LINE.
 CN2987'
 CN2987'HEIGHT OF LIGHT ABOVE STATION MARK 22.3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0335 ***********************************************************************
 CN0335  DESIGNATION -  COOK
 CN0335  PID         -  CN0335
 CN0335  STATE/COUNTY-  AL/MONTGOMERY
 CN0335  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0335
 CN0335                         *CURRENT SURVEY CONTROL
 CN0335  ___________________________________________________________________
 CN0335* NAD 83(1986)-  32 23 07.     (N)    086 18 32.     (W)     SCALED    
 CN0335* NAVD 88     -        48.297  (meters)     158.45   (feet)  ADJUSTED  
 CN0335  ___________________________________________________________________
 CN0335  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CN0335  DYNAMIC HT  -          48.242 (meters)     158.27  (feet)  COMP
 CN0335  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 CN0335
 CN0335  VERT ORDER  -  FIRST     CLASS I
 CN0335
 CN0335.The horizontal coordinates were scaled from a topographic map and have
 CN0335.an estimated accuracy of +/- 6 seconds.
 CN0335
 CN0335.The orthometric height was determined by differential leveling
 CN0335.and adjusted by the National Geodetic Survey in June 1991..
 CN0335
 CN0335.The geoid height was determined by GEOID03.
 CN0335
 CN0335.The dynamic height is computed by dividing the NAVD 88
 CN0335.geopotential number by the normal gravity value computed on the
 CN0335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0335.degrees latitude (g = 980.6199 gals.).
 CN0335
 CN0335.The modeled gravity was interpolated from observed gravity values.
 CN0335
 CN0335;                    North         East    Units  Estimated Accuracy
 CN0335;SPC AL E     -   209,130.      155,250.      MT  (+/- 180 meters Scaled)
 CN0335
 CN0335                          SUPERSEDED SURVEY CONTROL
 CN0335
 CN0335  NGVD 29 (??/??/92)   48.276  (m)          158.39   (f) ADJ UNCH    1 1
 CN0335
 CN0335.Superseded values are not recommended for survey control.
 CN0335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0335.See file dsdata.txt to determine how the superseded data were derived.
 CN0335
 CN0335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA650833(NAD 83)
 CN0335_MARKER: X = CHISELED CROSS
 CN0335_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0335_SP_SET: BUILDING
 CN0335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0335
 CN0335  HISTORY     - Date     Condition        Report By
 CN0335  HISTORY     - UNK      MONUMENTED       CGS
 CN0335  HISTORY     - 1968     GOOD             NGS
 CN0335
 CN0335                          STATION DESCRIPTION
 CN0335
 CN0335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0335'IN MONTGOMERY.
 CN0335'AT MONTGOMERY, AT THE CITY WATER WORKS, NEAR THE JUNCTION OF POLLARD
 CN0335'AND NORTH COURT STREET, 95 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 CN0335'THE BRICK WATER WORKS BUILDING, THE TOP OF A 1-INCH CHISELED CROSS ON
 CN0335'THE NORTH SIDE OF AN 8-INCH WELL CASING (THE EAST ONE OF TWO ABANDONED
 CN0335'WELLS EAST OF THE WATER WORKS BUILDING), 2.2 FEET DOWN FROM THE TOP OF
 CN0335'THE CASING AND 1/2 FOOT ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1446 ***********************************************************************
 BV1446  DESIGNATION -  COON
 BV1446  PID         -  BV1446
 BV1446  STATE/COUNTY-  AL/WASHINGTON
 BV1446  USGS QUAD   -  CALVERT (1982)
 BV1446
 BV1446                         *CURRENT SURVEY CONTROL
 BV1446  ___________________________________________________________________
 BV1446* NAD 83(1992)-  31 14 50.67898(N)    088 05 43.78128(W)     ADJUSTED  
 BV1446* NAVD 88     -        81.2    (meters)     266.     (feet)  VERTCON   
 BV1446  ___________________________________________________________________
 BV1446  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 BV1446  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BV1446
 BV1446  HORZ ORDER  -  FIRST
 BV1446
 BV1446.The horizontal coordinates were established by classical geodetic methods
 BV1446.and adjusted by the National Geodetic Survey in December 1992..
 BV1446
 BV1446.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1446.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1446
 BV1446.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1446
 BV1446.The geoid height was determined by GEOID03.
 BV1446
 BV1446;                    North         East     Units Scale Factor Converg.
 BV1446;SPC AL W     -   138,435.446   543,278.378   MT  0.99997300   -0 18 32.1
 BV1446;UTM  16      - 3,457,539.140   395,685.456   MT  0.99973422   -0 34 06.0
 BV1446
 BV1446!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1446!SPC AL W     -   0.99999166  x   0.99997300  =   0.99996466
 BV1446!UTM  16      -   0.99999166  x   0.99973422  =   0.99972588
 BV1446
 BV1446                          SUPERSEDED SURVEY CONTROL
 BV1446
 BV1446  NAD 83(1986)-  31 14 50.69817(N)    088 05 43.78489(W) AD(       ) 1
 BV1446  NAD 27      -  31 14 50.08200(N)    088 05 43.78300(W) AD(       ) 1
 BV1446  NGVD 29 (07/19/86)   81.2    (m)          266.     (f) VERT ANG       
 BV1446
 BV1446.Superseded values are not recommended for survey control.
 BV1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1446.See file dsdata.txt to determine how the superseded data were derived.
 BV1446
 BV1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9568557539(NAD 83)
 BV1446_MARKER: V = STONE MONUMENT
 BV1446_SETTING: 0 = UNSPECIFIED SETTING
 BV1446_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV1446
 BV1446  HISTORY     - Date     Condition        Report By
 BV1446  HISTORY     - 1895     MONUMENTED       CGS
 BV1446  HISTORY     - 1933     MARK NOT FOUND   CGS
 BV1446
 BV1446                          STATION DESCRIPTION
 BV1446
 BV1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (FWP)
 BV1446'AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE NORTHEAST
 BV1446'QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 3 NORTH,
 BV1446'RANGE 1 WEST, ST. STEPHENS MERIDIAN, ON THE CREST OF THE RIDGE
 BV1446'BETWEEN BILBO AND BATES CREEKS. MCINTOSH ON THE SOUTHERN RAILWAY
 BV1446'IS 6-1/2 MILES EAST-NORTHEAST. THE POINT IS ABOUT 40 PACES NORTH
 BV1446'OF THE ROAD BETWEEN CITRONELLE AND MCINTOSH BLUFF, AND 88 PACES
 BV1446'WEST-NORTHWEST FROM THE 16-MILE POST.
 BV1446'
 BV1446'THE STATION IS MARKED BY A BEDFORD STONE POST 2-1/2 FEET LONG AND
 BV1446'DRESSED 6 INCHES SQUARE. THE TOP OF THE POST IS EVEN WITH THE
 BV1446'SURFACE OF THE GROUND, AND ON IT ARE CUT TWO PERPENDICULAR LINES
 BV1446'AND THE LETTERS U.S.C. AND G.S. THE INTERSECTION OF THE CROSS
 BV1446'LINES MARKS THE STATION. THE UNDERGROUND MARK IS A 1-GALLON JUG,
 BV1446'BURIED BOTTOM UPWARD WITH A SMALL HOLE IN THE CENTER, 3 FEET
 BV1446'BELOW THE SURFACE OF THE GROUND.
 BV1446
 BV1446                          STATION RECOVERY (1933)
 BV1446
 BV1446'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BV1446'FOUR AND TWO-TENTHS MILES WEST OF MCINTOSH ON ROAD TO CITRONELLE,
 BV1446'ON PROPERTY NOW OWNED BY GEORGE NICHOLS. STATION SITE VISITED AND
 BV1446'CONSIDERABLE DIGGING DONE FOR UNDERGROUND MARK. NO TRACE OF IT
 BV1446'FOUND AND FROM INFORMATION GIVEN BY SEVERAL LOCAL PEOPLE WHO
 BV1446'REMEMBERED THE SURFACE STONE BEING TAKEN SOON AFTER THE STATION
 BV1446'WAS OCCUPIED, IT IS THOUGHT THE JUG SET AS THE UNDERGROUND MARK
 BV1446'HAD ALSO BEEN REMOVED. PARTS OF 3 DAYS WERE USED BY 3 MEN IN
 BV1446'DIGGING AT POINT INDICATED BY LOCAL RESIDENTS AND MEASUREMENTS TO
 BV1446'APPROXIMATE LOCATION FROM OLD ROAD AND MILEPOST. NO TRACE
 BV1446'OF OLD MARK OR LOCATION OF STATION WAS FOUND, EXCEPT THE
 BV1446'POSSIBLE LOCATION OF ONE OF THE TOWER POSTS. THE ONLY REFERENCE
 BV1446'NOTED IN THE ORIGINAL DESCRIPTION HAVE LONG SINCE BEEN CHANGED.
 BV1446'OLD RECORDS INDICATE THAT A 100-FOOT TOWER WAS USED FOR ORIGINAL
 BV1446'OBSERVATIONS. TO REACH FROM MCINTOSH ON STATE HIGHWAY 5, GO WEST
 BV1446'ON DIRT ROAD TO CITRONELLE FOR 4.2 MILES. IT IS RECOMMENDED
 BV1446'THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1447 ***********************************************************************
 BV1447  DESIGNATION -  COON 2 RESET
 BV1447  PID         -  BV1447
 BV1447  STATE/COUNTY-  AL/WASHINGTON
 BV1447  USGS QUAD   -  CALVERT (1982)
 BV1447
 BV1447                         *CURRENT SURVEY CONTROL
 BV1447  ___________________________________________________________________
 BV1447* NAD 83(1992)-  31 14 49.03724(N)    088 05 42.12982(W)     ADJUSTED  
 BV1447* NAVD 88     -        81.3    (meters)     267.     (feet)  VERTCON   
 BV1447  ___________________________________________________________________
 BV1447  X           -     181,429.720 (meters)                     COMP
 BV1447  Y           -  -5,454,867.887 (meters)                     COMP
 BV1447  Z           -   3,289,360.132 (meters)                     COMP
 BV1447  LAPLACE CORR-          -2.21  (seconds)                    DEFLEC99
 BV1447  ELLIP HEIGHT-          53.22  (meters)          (07/29/02) GPS OBS
 BV1447  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 BV1447
 BV1447  HORZ ORDER  -  FIRST
 BV1447  ELLP ORDER  -  FOURTH    CLASS I
 BV1447
 BV1447.The horizontal coordinates were established by GPS observations
 BV1447.and adjusted by the National Geodetic Survey in December 1992..
 BV1447
 BV1447.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1447.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1447
 BV1447.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1447
 BV1447.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1447
 BV1447.The ellipsoidal height was determined by GPS observations
 BV1447.and is referenced to NAD 83.
 BV1447
 BV1447.The geoid height was determined by GEOID03.
 BV1447
 BV1447;                    North         East     Units Scale Factor Converg.
 BV1447;SPC AL W     -   138,384.650   543,321.802   MT  0.99997294   -0 18 31.2
 BV1447;UTM  16      - 3,457,488.160   395,728.639   MT  0.99973411   -0 34 05.1
 BV1447
 BV1447!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1447!SPC AL W     -   0.99999164  x   0.99997294  =   0.99996458
 BV1447!UTM  16      -   0.99999164  x   0.99973411  =   0.99972576
 BV1447
 BV1447|---------------------------------------------------------------------|
 BV1447| PID    Reference Object                     Distance      Geod. Az  |
 BV1447|                                                           dddmmss.s |
 BV1447| CG1433 COON 2 RM 1                          32.781 METERS 04651     |
 BV1447| BV1448 FAIRFIELD LOOKOUT TOWER             APPROX. 6.5 KM 1750448.3 |
 BV1447| CG1435 COON 2 RM 3                          19.248 METERS 25504     |
 BV1447| CG1436 COON 2 RM 4                                        2654132.7 |
 BV1447| CG1432 COON 2 AZ MK                                       2675728.9 |
 BV1447| CG1434 COON 2 RM 2                          68.214 METERS 31618     |
 BV1447|---------------------------------------------------------------------|
 BV1447
 BV1447                          SUPERSEDED SURVEY CONTROL
 BV1447
 BV1447  ELLIP H (12/04/92)   53.26   (m)                       GP(       ) 4 1
 BV1447  NAD 83(1986)-  31 14 49.05375(N)    088 05 42.13331(W) AD(       ) 1
 BV1447  NAD 27      -  31 14 48.43600(N)    088 05 42.12700(W) AD(       ) 1
 BV1447  NGVD 29 (12/04/92)   81.3    (m)          267.     (f) GPS OBS        
 BV1447
 BV1447.Superseded values are not recommended for survey control.
 BV1447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1447.See file dsdata.txt to determine how the superseded data were derived.
 BV1447
 BV1447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9572957488(NAD 83)
 BV1447_MARKER: DS = TRIANGULATION STATION DISK
 BV1447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1447_SP_SET: CONCRETE POST
 BV1447_STAMPING: COON 2 1938 1973
 BV1447_MARK LOGO: CGS   
 BV1447_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 BV1447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1447+STABILITY: SURFACE MOTION
 BV1447_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1447+SATELLITE: SATELLITE OBSERVATIONS - March 20, 1991
 BV1447
 BV1447  HISTORY     - Date     Condition        Report By
 BV1447  HISTORY     - 1938     MONUMENTED       CGS
 BV1447  HISTORY     - 1938     GOOD             CGS
 BV1447  HISTORY     - 1943     GOOD             CGS
 BV1447  HISTORY     - 1973     SEE DESCRIPTION  NGS
 BV1447  HISTORY     - 1981     MARK NOT FOUND   LOCSUR
 BV1447  HISTORY     - 19910320 GOOD             ALHD
 BV1447
 BV1447                          STATION DESCRIPTION
 BV1447
 BV1447'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BV1447'STATION IS LOCATED 21 MILES AIR LINE SW OF JACKSON, 4 MILES W OF
 BV1447'THE VILLAGE OF MCINTOSH, ON THE S SIDE OF THE MCINTOSH-CITRONELLE
 BV1447'ROAD, ON PROPERTY OF MR. JOE REED.
 BV1447'
 BV1447'STATION IS IN A CLEARING IN FRONT OF A TENANT HOUSE, APPROXIMATELY
 BV1447'75 FEET N OF THE HOUSE, APPROXIMATELY 33 FEET S OF THE CENTER LINE
 BV1447'OF THE ROAD, AND 12 FEET E OF A WIRE FENCE. MARK IS A BRONZE DISK
 BV1447'SET IN A 10-INCH SQUARE CONCRETE MONUMENT, PROTRUDING 3 INCHES.
 BV1447'DISK IS STAMPED COON 2, 1938.
 BV1447'
 BV1447'UNDERGROUND MARK IS A BRONZE DISK SET IN CONCRETE.
 BV1447'
 BV1447'REFERENCE MARK NO.1 IS NE OF THE STATION, ACROSS ROAD, 20 FEET N
 BV1447'OF THE CENTER LINE OF ROAD, 48 FEET N BY E OF A WIRE FENCE CORNER
 BV1447'ON S SIDE OF ROAD. MARK IS A BRONZE DISK SET IN A 6-INCH SQUARE
 BV1447'CONCRETE MONUMENT, PROTRUDING 2 INCHES. DISK IS STAMPED COON 2,
 BV1447'NO.1, 1938.
 BV1447'
 BV1447'REFERENCE MARK NO.2 IS NW OF STATION, ACROSS ROAD, 39 FEET NE OF NE
 BV1447'CORNER OF A TENANT HOUSE, 48 YARDS (PACED) N OF CENTER LINE OF ROAD.
 BV1447'MARK IS A BRONZE DISK SET IN A 6-INCH SQUARE CONCRETE MONUMENT,
 BV1447'PROTRUDING 2 INCHES. DISK IS STAMPED COON 2, NO.2, 1938. ACCORDING
 BV1447'TO RECONNAISSANCE DESCRIPTION OF M.Z.B.1938, THIS R.M. MARKS
 BV1447'LOCATION OF COON 1895.
 BV1447'
 BV1447'AZIMUTH MARK IS W OF STATION, 12 FEET N OF CENTER LINE OF THE
 BV1447'MCINTOSH-CITRONELLE ROAD, APPROXIMATELY 100 YARDS SE OF MR. JOE
 BV1447'REEDS HOUSE. MARK IS A BRONZE DISK SET IN AN 8-INCH SQUARE
 BV1447'CONCRETE MONUMENT PROTRUDING 2 INCHES AND DISK IS STAMPED COON 2,
 BV1447'1938.
 BV1447'
 BV1447'TO REACH FROM JACKSON, ALA., GO S ON U.S. ROUTE 43 FOR APPROXIMATELY
 BV1447'25 MILES TO MCINTOSH POST OFFICE. CONTINUE S FOR 0.15 MILE TO DIRT
 BV1447'ROAD RIGHT (MCINTOSH-CITRONELLE ROAD). TURN RIGHT AND GO 4.1 MILES
 BV1447'TO STATION IN FRONT OF TENANT HOUSE ON LEFT. TO REACH AZIMUTH
 BV1447'MARK, CONTINUE STRAIGHT AHEAD FOR 0.2 MILE TO MARK ON RIGHT.
 BV1447'
 BV1447'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BV1447
 BV1447                          STATION RECOVERY (1938)
 BV1447
 BV1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 BV1447'RECOVERED IN GOOD CONDITION.
 BV1447
 BV1447                          STATION RECOVERY (1943)
 BV1447
 BV1447'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1447'STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND TO BE IN
 BV1447'GOOD CONDITION, ALL DISTANCES WERE CHECKED AND FOUND TO BE CORRECT,
 BV1447'THE DIRECTION TO THE AZIMUTH MARK COULD NOT BE CHECKED AT THIS
 BV1447'TIME BECAUSE OF LARGE TREES ON THE LINE BUT IS STILL VISIBLE FROM
 BV1447'THE GROUND.
 BV1447
 BV1447                          STATION RECOVERY (1973)
 BV1447
 BV1447'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 BV1447'THE STATION MARK, AND REFERENCE MARK 1 WERE RECOVERED AND FOUND TO
 BV1447'BE IN GOOD CONDITION. THE NORTH SIDE OF THE STATION MARK WAS EXPOSED
 BV1447'TO ROAD GRADING AND WAS RESET 0.90 METER LOWER. IT WAS RESTAMPED
 BV1447'COON 2 1938 1973. THE MEASUREMENT TO REFERENCE MARK 1 COMPARED
 BV1447'FAVORABLY WITH THE 1938 DATA. REFERENCE MARK 2 AND THE AZIMUTH
 BV1447'MARK WERE DESTROYED. A NEW REFERENCE MARK 3 AND REFERENCE MARK 4
 BV1447'WERE SET AT THIS TIME.
 BV1447'
 BV1447'THE STATION IS LOCATED 18 MILES NORTHEAST OF CITRONELLE, 15 MILES
 BV1447'EAST-NORTHEAST OF DEER PARK, AND 4 MILES WEST OF MCINTOSH. A NEW AND
 BV1447'COMPLETE DESCRIPTION FOLLOWS--
 BV1447'
 BV1447'TO REACH THE STATION FROM THE POST OFFICE IN MCINTOSH, GO
 BV1447'SOUTHWEST ON COMMERCE STREET FOR 0.1 MILE TO THE JUNCTION WITH U.S.
 BV1447'HIGHWAY 43. TURN LEFT AND GO SOUTH ON U.S. HIGHWAY 43 FOR 0.2 MILE
 BV1447'TO A SIDE ROAD RIGHT. (COUNTY ROAD 35). TURN RIGHT AND GO WEST ON
 BV1447'COUNTY ROAD 35 FOR 4.1 MILES TO THE STATION ON THE LEFT, SOUTH
 BV1447'SIDE OF THE ROAD. TO REACH REFERENCE MARK 4 FROM THE STATION, GO
 BV1447'WEST ON COUNTY ROAD 35 FOR 0.35 MILE AND THE MARK ON THE LEFT,
 BV1447'SOUTH SIDE OF THE ROAD.
 BV1447'
 BV1447'THE STATION MARK IS A STANDARD DISK STAMPED COON 2 1938 1973, SET
 BV1447'IN THE TOP OF AN IRREGULAR MASS OF CONCRETE THAT IS 1 FOOT BELOW
 BV1447'THE SURFACE OF THE GROUND. IT IS 26 FEET NORTH OF A FENCE LINE, 24
 BV1447'FEET SOUTH OF THE CENTER OF COUNTY ROAD 35, AND 15.5 FEET
 BV1447'NORTHEAST OF A POWER LINE POLE WITH TRANSFORMER. THE UNDERGROUND
 BV1447'MARK IS A COPPER BOLT PROJECTING 1 INCH ABOVE THE CONCRETE AND
 BV1447'SET 45 INCHES BELOW THE SURFACE OF THE GROUND.
 BV1447'
 BV1447'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COON 2 NO 1 1938, SET
 BV1447'IN THE TOP OF A 6X6 INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 1
 BV1447'INCH ABOVE THE SURFACE OF THE GROUND. IT IS 80 FEET EAST OF A
 BV1447'DRIVEWAY AND 31 FEET NORTH OF THE CENTER OF COUNTY ROAD 35.
 BV1447'
 BV1447'REFERENCE MARK 3 IS A STANDARD DISK STAMPED COON 2 NO 3 1938 1973,
 BV1447'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT PROJECTS
 BV1447'1 INCH ABOVE THE GROUND SURFACE. IT IS 47.5 FEET WEST OF A POWER
 BV1447'LINE POLE WITH TRANSFORMER, 29 FEET SOUTH OF THE CENTER OF COUNTY
 BV1447'ROAD 35, AND 1 FOOT NORTH OF A FENCE LINE.
 BV1447'
 BV1447'REFERENCE MARK 4 IS A STANDARD DISK STAMPED COON 2 NO 4 1938 1973,
 BV1447'SET IN THE TOP OF A 12-INCH DIAMETER CONCRETE MONUMENT THAT IS FLUSH
 BV1447'WITH THE SURFACE OF THE GROUND. IT IS 35 FEET SOUTH OF THE CENTER
 BV1447'OF COUNTY ROAD 35, 35 FEET WEST OF THE CENTER OF A DIRT SIDE ROAD,
 BV1447'AND 3 FEET EAST OF A POWER LINE POLE.
 BV1447
 BV1447                          STATION RECOVERY (1981)
 BV1447
 BV1447'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1981
 BV1447'RECOVERED BY R.A. MCVAY, REGISTERED LAND SURVEYOR.
 BV1447'
 BV1447'TRIANGULATION STATION GONE
 BV1447'
 BV1447'AZIMUTH GONE
 BV1447
 BV1447                          STATION RECOVERY (1991)
 BV1447
 BV1447'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1447'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE SOUTH RIGHT OF WAY
 BV1447'OF WASHINGTON COUNTY ROAD NO. 35, ABOUT 4.00 MI (6.44 KM)
 BV1447'WEST-SOUTHWEST OF MCINTOSH AND ABOUT 8.05 MI (12.95 KM) NORTHWEST OF
 BV1447'CALVERT.
 BV1447'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND WASHINGTON
 BV1447'COUNTY ROAD NO. 35 WEST (MILE POST 41.40 ON U.S. 43) IN MCINTOSH,
 BV1447'DRIVE WEST ON WASHINGTON COUNTY ROAD NO. 35 FOR 4.15 MI (6.68 KM) TO
 BV1447'THE STATION ON THE LEFT IN THE WEST SIDE OF A DRIVEWAY AND NEAR A
 BV1447'MICROWAVE TOWER.
 BV1447'THE STATION IS 12.5 FT (3.8 M) NORTHEAST OF A TRANSFORMER POWER POLE,
 BV1447'14.5 FT (4.4 M) NORTH OF THE JUNCTION OF A FOUR-FOOT CHAIN LINK FENCE
 BV1447'AND AN OLD FIVE-STRAND BARBED WIRE FENCE, 24.0 FT (7.3 M)
 BV1447'SOUTH-SOUTHEAST OF THE CENTERLINE OF WASHINGTON COUNTY ROAD NO. 35,
 BV1447'38.8 FT (11.8 M) NORTHWEST OF THE NORTHEAST POST OF A GATE IN THE
 BV1447'CHAIN LINK FENCE, 1.2 FT (0.4 M) NORTHWEST OF A CARSONITE WITNESS
 BV1447'POST, AND SET 1.3 FT (0.4 M) UNDERGROUND.
 BV1447'REFERENCE MARK NO. 4 1973 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2974 ***********************************************************************
 CN2974  DESIGNATION -  COOPER
 CN2974  PID         -  CN2974
 CN2974  STATE/COUNTY-  AL/CHILTON
 CN2974  USGS QUAD   -  WHITE CITY (1987)
 CN2974
 CN2974                         *CURRENT SURVEY CONTROL
 CN2974  ___________________________________________________________________
 CN2974* NAD 83(1992)-  32 43 53.63472(N)    086 33 34.74963(W)     ADJUSTED  
 CN2974* NAVD 88     -       216.5    (meters)     710.     (feet)  VERTCON   
 CN2974  ___________________________________________________________________
 CN2974  LAPLACE CORR-          -0.98  (seconds)                    DEFLEC99
 CN2974  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CN2974
 CN2974  HORZ ORDER  -  FIRST
 CN2974
 CN2974.The horizontal coordinates were established by classical geodetic methods
 CN2974.and adjusted by the National Geodetic Survey in December 1992..
 CN2974
 CN2974.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN2974.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN2974
 CN2974.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2974
 CN2974.The geoid height was determined by GEOID03.
 CN2974
 CN2974;                    North         East     Units Scale Factor Converg.
 CN2974;SPC AL W     -   303,235.580   688,139.405   MT  1.00002909   +0 30 30.5
 CN2974;SPC AL E     -   247,659.765   131,920.287   MT  1.00001713   -0 23 33.9
 CN2974;UTM  16      - 3,621,614.606   541,259.695   MT  0.99962099   +0 14 17.2
 CN2974
 CN2974!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2974!SPC AL W     -   0.99997049  x   1.00002909  =   0.99999958
 CN2974!SPC AL E     -   0.99997049  x   1.00001713  =   0.99998762
 CN2974!UTM  16      -   0.99997049  x   0.99962099  =   0.99959149
 CN2974
 CN2974:                Primary Azimuth Mark                     Grid Az
 CN2974:SPC AL W     -  COOPER AZ MK                             061 46 47.3
 CN2974:SPC AL E     -  COOPER AZ MK                             062 40 51.7
 CN2974:UTM  16      -  COOPER AZ MK                             062 03 00.6
 CN2974
 CN2974|---------------------------------------------------------------------|
 CN2974| PID    Reference Object                     Distance      Geod. Az  |
 CN2974|                                                           dddmmss.s |
 CN2974| CG1440 COOPER AZ MK                                       0621717.8 |
 CN2974| CG1441 COOPER RM 1                          21.533 METERS 06703     |
 CN2974| CN2941 PINE LEVEL ATT MICROWAVE            APPROX.12.4 KM 1514452.8 |
 CN2974| CN2975 PINE LEVEL DIXIE PIPELINE MAST      APPROX.12.0 KM 1525712.2 |
 CN2974| CG1442 COOPER RM 2                          20.963 METERS 30551     |
 CN2974| CG2572 WELLS RM 1                                         34541     |
 CN2974|---------------------------------------------------------------------|
 CN2974
 CN2974                          SUPERSEDED SURVEY CONTROL
 CN2974
 CN2974  NAD 83(1986)-  32 43 53.64422(N)    086 33 34.75413(W) AD(       ) 1
 CN2974  NAD 27      -  32 43 53.18008(N)    086 33 34.83047(W) AD(       ) 1
 CN2974  NGVD 29 (07/19/86)  216.5    (m)          710.     (f) VERT ANG       
 CN2974
 CN2974.Superseded values are not recommended for survey control.
 CN2974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2974.See file dsdata.txt to determine how the superseded data were derived.
 CN2974
 CN2974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB4126021615(NAD 83)
 CN2974_MARKER: DS = TRIANGULATION STATION DISK
 CN2974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2974_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN2974
 CN2974  HISTORY     - Date     Condition        Report By
 CN2974  HISTORY     - 1971     MONUMENTED       NGS
 CN2974
 CN2974                          STATION DESCRIPTION
 CN2974
 CN2974'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2974'THE STATION IS ABOUT 9 MILES SOUTHEAST OF CLANTON AND 3 MILES
 CN2974'WEST-SOUTHWEST OF VERBENA.  IT IS IN THE NORTHEAST 1/4 OF SECTION 9,
 CN2974'T. 20 N., R. 15 E. AND ON PROPERTY OF MRS. EVELYN COOPER MOSS, WHO
 CN2974'LIVES 0.05 MILE NORTH-NORTHWEST OF THE STATION.
 CN2974'
 CN2974'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND
 CN2974'INTERSTATE HIGHWAY 65, ABOUT 4 MILES SOUTHEAST OF CLANTON, GO
 CN2974'SOUTHEAST ON INTERSTATE HIGHWAY 65 FOR 5.0 MILES TO THE VERBENA
 CN2974'EXIT ON THE RIGHT.  BEAR RIGHT AND CONTINUE SOUTHEAST ON THE EXIT
 CN2974'RAMP FOR 0.25 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO IN A
 CN2974'WESTERLY DIRECTION ON A PAVED ROAD FOR 0.7 MILE TO THE AZIMUTH
 CN2974'MARK ON THE LEFT.  CONTINUE IN A WESTERLY DIRECTION ON THE PAVED
 CN2974'ROAD FOR 0.25 MILE TO THE EAST ONE OF TWO DRIVEWAY AND THE
 CN2974'STATION ON THE RIGHT.
 CN2974'
 CN2974'THE STATION MARKS ARE STANDARD DISKS STAMPED COOPER 1971.  THE
 CN2974'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CN2974'MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 58 FEET
 CN2974'NORTH-NORTHWEST OF THE CENTER OF THE PAVED ROAD, 51 FEET EAST OF A
 CN2974'TWIN-TRUNKED OAK TREE, 42 FEET WEST-SOUTHWEST OF THE CENTER OF A
 CN2974'DRIVEWAY, 29 FEET WEST OF A 12-INCH PINE TREE, AND 23.4 FEET
 CN2974'EAST-NORTHEAST OF A 14-INCH TRIANGULAR-BLAZED OAK TREE.  THE
 CN2974'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF
 CN2974'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CN2974'
 CN2974'REFERENCE MARK 1, A STANDARD DISK STAMPED COOPER NO 1 1971, IS SET
 CN2974'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 CN2974'GROUND SURFACE.  IT IS 59 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 CN2974'PAVED ROAD, 46 FEET NORTHEAST OF THE 12-INCH PINE TREE, AND 24
 CN2974'FEET EAST-NORTHEAST OF THE CENTER OF THE DRIVEWAY.  IT IS ABOUT 1
 CN2974'FOOT LOWER THAN THE STATION.
 CN2974'
 CN2974'REFERENCE MARK 2, A STANDARD DISK STAMPED COOPER NO 2 1971, IS SET
 CN2974'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 CN2974'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 60.4 FEET NORTH-NORTHWEST
 CN2974'OF THE 14-INCH TRIANGULAR-BLAZED OAK TREE, 25.4 FEET NORTH OF THE
 CN2974'TWIN-TRUNKED OAK TREE, AND 24 FEET SOUTHWEST OF THE CENTER OF THE
 CN2974'DRIVEWAY.
 CN2974'
 CN2974'THE AZIMUTH MARK, A STANDARD DISK STAMPED COOPER 1971, IS SET IN THE
 CN2974'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 3
 CN2974'INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET SOUTHEAST OF THE
 CN2974'CENTER OF THE PAVED ROAD, 36 FEET NORTHEAST OF THE CENTER OF THE
 CN2974'DRIVEWAY, AND 2 FEET SOUTHWEST OF A METAL WITNESS POST.
 CN2974'
 CN2974'HEIGHT OF LIGHT ABOVE STATION MARK 26.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2456 ***********************************************************************
 DH2456  DESIGNATION -  COOSA
 DH2456  PID         -  DH2456
 DH2456  STATE/COUNTY-  AL/SHELBY
 DH2456  USGS QUAD   -  COLUMBIANA (1980)
 DH2456
 DH2456                         *CURRENT SURVEY CONTROL
 DH2456  ___________________________________________________________________
 DH2456* NAD 83(1992)-  33 11 45.67450(N)    086 34 57.32378(W)     ADJUSTED  
 DH2456* NAVD 88     -       294.6    (meters)     967.     (feet)  VERTCON   
 DH2456  ___________________________________________________________________
 DH2456  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 DH2456  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2456
 DH2456  HORZ ORDER  -  FIRST
 DH2456
 DH2456.The horizontal coordinates were established by classical geodetic methods
 DH2456.and adjusted by the National Geodetic Survey in December 1992..
 DH2456
 DH2456.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2456.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2456
 DH2456.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2456
 DH2456.The geoid height was determined by GEOID03.
 DH2456
 DH2456;                    North         East     Units Scale Factor Converg.
 DH2456;SPC AL W     -   354,725.899   685,540.607   MT  1.00002352   +0 30 08.3
 DH2456;SPC AL E     -   299,184.372   130,136.797   MT  1.00002016   -0 24 36.9
 DH2456;UTM  16      - 3,673,095.752   538,906.396   MT  0.99961866   +0 13 42.7
 DH2456
 DH2456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2456!SPC AL W     -   0.99995833  x   1.00002352  =   0.99998185
 DH2456!SPC AL E     -   0.99995833  x   1.00002016  =   0.99997849
 DH2456!UTM  16      -   0.99995833  x   0.99961866  =   0.99957700
 DH2456
 DH2456|---------------------------------------------------------------------|
 DH2456| PID    Reference Object                     Distance      Geod. Az  |
 DH2456|                                                           dddmmss.s |
 DH2456| CG1443 COOSA RM 1                            8.501 METERS 07248     |
 DH2456| DH2446 KAHATCHEE RESET                     APPROX.21.0 KM 0802530.3 |
 DH2456| CG1445 COOSA RM 3                          119.787 METERS 08026     |
 DH2456| CG1444 COOSA RM 2                           19.098 METERS 12324     |
 DH2456| DH2455 COLUMBIANA                           18.994 METERS 21813     |
 DH2456|---------------------------------------------------------------------|
 DH2456
 DH2456                          SUPERSEDED SURVEY CONTROL
 DH2456
 DH2456  NAD 83(1986)-  33 11 45.68220(N)    086 34 57.32657(W) AD(       ) 1
 DH2456  NAD 27      -  33 11 45.26535(N)    086 34 57.38856(W) AD(       ) 1
 DH2456  NGVD 29 (07/19/86)  294.5    (m)          966.     (f) VERT ANG       
 DH2456
 DH2456.Superseded values are not recommended for survey control.
 DH2456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2456.See file dsdata.txt to determine how the superseded data were derived.
 DH2456
 DH2456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3890673096(NAD 83)
 DH2456_MARKER: DS = TRIANGULATION STATION DISK
 DH2456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2456_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2456+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 DH2456
 DH2456  HISTORY     - Date     Condition        Report By
 DH2456  HISTORY     - 1939     MONUMENTED       CGS
 DH2456  HISTORY     - 1962     GOOD             ALHD
 DH2456  HISTORY     - 1969     GOOD             CGS
 DH2456  HISTORY     - 1971     GOOD             NGS
 DH2456  HISTORY     - 20030706 GOOD             GEOCAC
 DH2456
 DH2456                          STATION DESCRIPTION
 DH2456
 DH2456'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DH2456'ON HIGHEST POINT ON THE RIDGE, 2.0 MILES NORTHEAST OF COLUMBIANA,
 DH2456'IN SEC. 19, T 21 S., R. 1 E., 34 FEET WEST-NORTHWEST OF WOODS
 DH2456'ROAD, AND 14 FEET NORTHEAST OF 5-INCH OAK WITH TRIANGULAR
 DH2456'BLAZE.  THE ALABAMA GEODETIC SURVEY MARK WAS REPLACED WITH
 DH2456'STANDARD U.S.C. AND G.S. DISK.  THE NEW MARK WAS SET IN THE SAME
 DH2456'POSITION AS THE OLD ALABAMA GEODETIC SURVEY MARK, AND IS STAMPED
 DH2456'COOSA 1939.
 DH2456'
 DH2456'TO REACH STATION FROM COLUMBIANA GO NORTH ON STATE HIGHWAY
 DH2456'25 TO THE NORTH EDGE OF TOWN WHERE THE PAVEMENT FORKS AT THE
 DH2456'COLUMBIANA CITY SCHOOL, TAKE THE RIGHT FORK AND GO 0.35 MILE TO A
 DH2456'FORK, TAKE LEFT FORK AND GO 0.9 MILE TO A DIM WOODS ROAD LEFT,
 DH2456'FOLLOW THE WOODS ROAD 0.8 MILE TO STATION.
 DH2456'
 DH2456'UNDERGROUND MARK IS STANDARD ALABAMA GEODETIC SURVEY MARK STAMPED
 DH2456'COOSA 1937 AND WAS NOT CHANGED.
 DH2456'
 DH2456'REFERENCE MARK NO.1, IS EAST-NORTHEAST OF STATION,
 DH2456'16 FEET WEST-NORTHWEST OF WOODS ROAD, IS SET IN THE TOP OF A
 DH2456'BOULDER, STAMPED COOSA NO. 1, 1939, AND PROJECTS 8 INCHES.
 DH2456'REFERENCE MARK NO. 2 IS SOUTHEAST OF STATION, 29 FEET
 DH2456'EAST-SOUTHEAST OF WOODS ROAD, AND IS STAMPED COOSA NO.2, 1939.
 DH2456'REFERENCE MARK NO.3 IS EAST OF THE STATION, ON EAST
 DH2456'EDGE OF PLATEAU, 13 FEET WEST OF 15-INCH PINE TREE, AND IS SET
 DH2456'IN A BOULDER.
 DH2456'
 DH2456'NO AZIMUTH MARK WAS SET DUE TO DENSE FOREST.
 DH2456'
 DH2456'STATION COOSA WAS ESTABLISHED IN THE APPROXIMATE LOCATION OF
 DH2456'STATION COLUMBIANA 1887, WHICH WAS RECOVERED BY MEANS OF INVERSE
 DH2456'COMPUTATION.  THE FIRST ATTEMPT TO RECOVER THIS STATION WAS NOT
 DH2456'SUCCESSFUL AND IT WAS NECESSARY TO ESTABLISH A SECOND STATION.
 DH2456'
 DH2456'HEIGHT OF LIGHT ABOVE STATION MARK IS- 12 METERS.
 DH2456
 DH2456                          STATION RECOVERY (1962)
 DH2456
 DH2456'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1962
 DH2456'THE GENERAL LOCATION AND DESCRIPTION AS STATED BY A.P.R., 1939 IS
 DH2456'GOOD BUT THE FOLLOWING INFORMATION MAY BE OF VALUE IN THE LOCATION
 DH2456'OF THIS STATION AND REFERENCE MARKS.
 DH2456'
 DH2456'THE STATION IS IN A CONCRETE POST WHICH IS SET ALMOST FLUSH WITH
 DH2456'THE GROUND AND IS 63.3 FEET SOUTH, 40 DEGREES WEST OF
 DH2456'TRIANGULATION STATION COLUMBIANA.  REFERENCE MARK NO. 1 IS STILL
 DH2456'IN PLACE BUT HAS BEEN SCARED SOMEWHAT BY SOMEONE, HOWEVER, IT
 DH2456'APPEARS TO BE IN GOOD CONDITION.  REFERENCE MARK NO. 2 IS NO
 DH2456'LONGER SET IN A BOULDER BUT IS SET IN THE SAME SIZE AND TYPE
 DH2456'CONCRETE POST AS THE STATION AND PROJECTS ABOVE THE GROUND
 DH2456'ABOUT THREE INCHES.  REFERENCE MARK NO. 3 IS STILL LOCATED IN A
 DH2456'BOULDER IN AN AREA WHERE SEVERAL LARGE BOULDERS ARE PRESENT BUT
 DH2456'THE 15 INCH PINE TREE HAS FALLEN OVER AND IS DETERIORATING A
 DH2456'FEW FEET FROM THE MARK.  THE STATION AND ALL REFERENCE MARKS
 DH2456'SEEM TO BE IN GOOD CONDITION.
 DH2456
 DH2456                          STATION RECOVERY (1969)
 DH2456
 DH2456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DH2456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES NE OF
 DH2456'COLUMBIANA.
 DH2456'
 DH2456'THE STATION WAS VISITED 2-12-69 AND THE STATION MARK, REFERENCE
 DH2456'MARK NO. 1, NO. 2 AND NO. 3 WERE FOUND IN GOOD CONDITION.
 DH2456'TRIANGULATION STATION COLUMBIANA 1887 WAS FOUND IN GOOD CONDITION
 DH2456'NEAR THE STATION.
 DH2456'
 DH2456'A NEW DESCRIPTION FOLLOWS-
 DH2456'
 DH2456'THE STATION IS LOCATED ABOUT 2 MILES NORTHEAST OF COLUMBIANA, IN
 DH2456'SECTION 19, T 21 S. R 1 E, ON THE HIGHEST HILL OF A NORTH-SOUTH
 DH2456'RIDGE, ABOUT 1.4 MILES NORTHEAST OF AN AIRWAY BEACON AND 0.8 MILE
 DH2456'NORTHEAST OF WHERE SHELBY COUNTY ROAD 30 CROSSES THE RIDGE.  IT IS
 DH2456'ON THE TOP OF A TIMBERED COVERED HILL, 34 FEET WEST-NORTHWEST OF A
 DH2456'DIM WOODS ROAD, 36 FEET WEST-SOUTHWEST OF AN 18-INCH OAK TREE,
 DH2456'14 FEET NORTHEAST OF A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE
 DH2456'ON IT AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A
 DH2456'TRIANGULATION STATION DISK, STAMPED 1939, FLUSH WITH THE
 DH2456'GROUND.  THE 1939 DESCRIPTION BY A.P.R. STATES THAT
 DH2456'THE UNDER GROUND MARK IS AN ALABAMA GEODETIC SURVEY DISK
 DH2456'STAMPED COOSA 1937.
 DH2456'
 DH2456'REFERENCE MARK NO. 1 IS 27.90 FEET EAST-NORTHEAST OF THE STATION,
 DH2456'14 FEET SOUTH OF A 14-INCH TREE, 2 FEET EAST OF A METAL WITNESS
 DH2456'POST.  IT IS A REFERENCE MARK DISK, STAMPED COOSA NO 1 1939, SET
 DH2456'IN A DRILL HOLE IN A 2 BY 2.5 FOOT BOULDER PROJECTING 6 INCHES.
 DH2456'
 DH2456'REFERENCE MARK NO. 2 IS 62.67 FEET SOUTHEAST OF THE STATION.  IT
 DH2456'IS ON THE EAST SLOPE OF THE HILL, ABOUT 2 FEET LOWER THAN THE
 DH2456'STATION, 27 FEET SOUTHEAST OF THE CENTER OF THE WOODS ROAD, 5
 DH2456'FEET NORTHWEST OF A 12-INCH OAK TREE AND 1 FOOT WEST OF A METAL
 DH2456'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED COOSA NO 2
 DH2456'1939, PROJECTING 2 INCHES.
 DH2456'
 DH2456'REFERENCE MARK NO. 3 IS 393 FEET (SLOPE) EAST OF THE STATION.  IT
 DH2456'IS ON THE SOUTH EDGE OF A SMALL AREA OF ROCK OUTCROP, 10 FEET
 DH2456'SOUTHWEST OF A 12-INCH TREE AND 5 FEET EAST OF A METAL WITNESS
 DH2456'POST.  IT IS A REFERENCE MARK DISK, STAMPED COOSA NO 3 1939, SET
 DH2456'IN A DRILL HOLE IN A ROCK OUTCROP.
 DH2456'
 DH2456'TRIANGULATION STATION COLUMBIANA 1887 IS 62.32 FEET SOUTHWEST
 DH2456'OF THE STATION, 21 FEET WEST-NORTHWEST OF A DIM WOODS ROAD AND 1
 DH2456'FOOT SOUTHWEST OF A METAL WITNESS POST.  THE STATION IS MARKED BY
 DH2456'AN ALABAMA GEODETIC SURVEY DISK STAMPED COLUMBIANA 1887 OVERLAYED
 DH2456'WITH SMALLER NUMBERS 1937, SET IN THE TOP OF A 10-INCH SQUARE
 DH2456'CONCRETE POST WITH ALL FOUR CORNERS CHIPPED OFF BUT SOLID IN THE
 DH2456'GROUND.
 DH2456'
 DH2456'TO REACH THE STATION FROM THE OLD HIGH SCHOOL IN COLUMBIANA, TAKE
 DH2456'LEFT FORK AND GO 0.35 MILE TO A T-INTERSECTION
 DH2456'(SHELBY CO. RD. 30) TURN RIGHT AND GO NORTHEAST ON SHELBY CO. RD.
 DH2456'30 FOR 0.8 MILES TO THE EAST END OF A DEEP CUT ON THE TOP OF THE
 DH2456'HILL AND A SIDE ROAD LEFT, TURN LEFT AND GO ABOUT 100 FEET TO THE
 DH2456'OLD HIGHWAY BED, TURN LEFT AND FOLLOW OLD HIGHWAY BED FOR ABOUT
 DH2456'150 FEET TO A WOODS ROAD RIGHT, TURN RIGHT AND FOLLOW OLD WOODS
 DH2456'ROAD NORTHEASTERLY FOR 0.8 MILES TO THE HIGHEST PART OF THE
 DH2456'RIDGE AND THE STATION ON THE LEFT OF THE OLD WOODS ROAD.
 DH2456'
 DH2456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 2 MILES NE OF
 DH2456'COLUMBIANA.
 DH2456
 DH2456                          STATION RECOVERY (1971)
 DH2456
 DH2456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2456'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 DH2456'
 DH2456'THE STATION MARK, REFERENCE MARKS 1, 2, 3, AND COLUMBIANA 1887 1939
 DH2456'WERE RECOVERD AND FOUND TO BE IN GOOD CONDITION AS DESCRIBED BY
 DH2456'L. F. S. IN 1969.  THE DISTANCE AND DIRECTION TO REFERENCE MARKS 1
 DH2456'AND 3 CHECKED.  THE DISTANCE TO REFERENCE MARK 2 CHECKED BUT THE
 DH2456'DIRECTION WAS FOUND TO BE IN ERROR BY 2 MINUTES AND 24 SECONDS.
 DH2456'THE DISTANCE TO COLUMBIANA 1887 1939 CHECKED BUT THE DIRECTION WAS
 DH2456'FOUND TO BE IN ERROR BY 38 MINUTES AND 29 SECONDS.  THE DIRECTION
 DH2456'TO COLUMBIANA 1887 1939 IS BELIEVED TO BE COMPUTED BY INVERSE
 DH2456'IN 1939 BUT NO INFORMATION WAS FOUND TO THIS EFFECT.  FOLLOWING
 DH2456'IS A NEW AND COMPLETE DESCRIPTION.
 DH2456'
 DH2456'THE STATION IS LOCATED ABOUT 6-1/2 MILES WEST-SOUTHWEST OF
 DH2456'WILSONVILLE, 6 MILES NORTH OF SHELBY, 2 MILES NORTHEAST OF
 DH2456'COLUMBIANA AND ON A NORTH-SOUTH RIDGE LOCALLY KNOWN AS COLUMBIANA
 DH2456'MOUNTAIN.  IT IS IN THE NW 1/4 OF SEC. 19, T. 21 S., R. 1 E. ON
 DH2456'PROPERTY OWNED BY MR. H. H. GORDON OF COLUMBIANA WHOSE TELEPHONE
 DH2456'NUMBER IS 669-7151.
 DH2456'
 DH2456'TO REACH THE STATION FROM THE JUNCTION OF COUNTY ROUTES 28 AND 47 IN
 DH2456'COLUMBIANA, GO NORTHEAST ON COUNTY ROUTE 28 (E. COLLEGE STREET) FOR
 DH2456'0.3 MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE NORTHEAST ON
 DH2456'COUNTY ROUTE 28 FOR 0.4 MILE TO A SIDE ROAD ON THE RIGHT.  TURN
 DH2456'RIGHT AND GO IN AN EASTERLY DIRECTION ON COUNTY ROUTE 30 FOR 0.6
 DH2456'MILE TO THE TOP OF A HILL AND A CROSSROAD.  TURN LEFT FOR ABOUT
 DH2456'100 FEET TO A T-ROAD.  TURN RIGHT AND GO IN AN EASTERLY DIRECTION
 DH2456'ON AN OLD ROAD BED FOR ABOUT 200 FEET TO A WOODS ROAD ON THE LEFT.
 DH2456'TURN LEFT AND GO IN A NORTHWESTERLY DIRECTION ON A WINDING WOODS
 DH2456'ROAD FOR 0.35 MILE TO A DIM WOODS ROAD ON THE RIGHT.  TURN
 DH2456'RIGHT AND GO IN A NORTHERLY DIRECTION ON THE DIM WOODS ROAD,
 DH2456'UPHILL, FOR 0.25 MILE TO THE TOP OF THE HILL.  BEAR LEFT ALONG THE
 DH2456'TOP OF THE HILL FOR 0.15 MILE TO THE STATION ON THE LEFT.
 DH2456'
 DH2456'THE STATION MARK, A STANDARD DISK STAMPED COOSA 1939, IS SET IN THE
 DH2456'TOP OF A 10-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 DH2456'ABOVE THE GROUND SURFACE.  IT IS 62 FEET NORTH-NORTHEAST OF A METAL
 DH2456'WITNESS POST, 33 FEET NORTHWEST OF THE CENTER OF A WOODS ROAD AND
 DH2456'1.2 FEET WEST-SOUTHWEST OF A METAL WITNESS POST.
 DH2456'
 DH2456'REFERENCE MARK 1, A STANDARD DISK STAMPED COOSA NO 1 1939, IS
 DH2456'CEMENTED IN A DRILL HOLE IN A 2 FEET BY 2 FEET BOULDER THAT PROJECTS
 DH2456'ABOUT 1 FOOT ABOVE THE GROUND SURFACE.  IT IS 27 FEET
 DH2456'EAST-NORTHEAST OF A METAL WITNESS POST, 16 FEET NORTHWEST OF THE
 DH2456'CENTER OF THE WOODS ROAD AND 1.8 FEET EAST OF A METAL WITNESS POST.
 DH2456'
 DH2456'REFERENCE MARK 2, A STANDARD DISK STAMPED COOSA NO 2 1939, IS SET
 DH2456'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 DH2456'INCHES ABOVE THE GROUND SURFACE.  IT IS 62 FEET SOUTH-SOUTHEAST OF
 DH2456'A METAL WITNESS POST, 29 FEET SOUTHEAST OF THE CENTER OF THE WOODS
 DH2456'ROAD AND 1.2 FEET WEST-NORTHWEST OF A METAL WITNESS POST.
 DH2456'
 DH2456'REFERENCE MARK 3, A STANDARD DISK STAMPED COOSA NO 3 1939, IS
 DH2456'CEMENTED IN A DRILL HOLE IN A 4 FEET BY 6 FEET BOULDER THAT PROJECTS
 DH2456'1 FOOT ABOVE THE GROUND SURFACE.  IT IS 9 FEET SOUTH OF A 10-INCH
 DH2456'OAK AND 4.6 FEET EAST OF A METAL WITNESS POST.
 DH2456'COLUMBIANA 1887 1939, IS AN ALABAMA GEODETIC SURVEY DISK
 DH2456'STAMPED COLUMBIANA 1887 1937 SET IN THE TOP OF AN 8-INCH SQUARE
 DH2456'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND
 DH2456'SURFACE.  IT IS 63 FEET SOUTHWEST OF A METAL WITNESS POST, 20 FEET
 DH2456'NORTHWEST OF THE CENTER OF THE WOODS ROAD AND 0.6 FOOT
 DH2456'SOUTHWEST OF A METAL WITNESS FOOT.
 DH2456'
 DH2456'A FOUR WHEEL DRIVE VEHICLE IS REQUIRED FROM THIS POINT ON.
 DH2456'
 DH2456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES NORTHEAST
 DH2456'OF COLUMBIANA.
 DH2456'
 DH2456'HEIGHT OF LIGHT ABOVE STATION MARK 73.2 FEET.
 DH2456
 DH2456                          STATION RECOVERY (2003)
 DH2456
 DH2456'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH2456'TO REACH THE MARK TRAVEL NORTH ON COUNTY HWY 25 FROM COLUMBIANA TO
 DH2456'WASHBOARD ROAD ON THE RIGHT. TURN RIGHT ON WASHBOARD ROAD. FOLLOW
 DH2456'WASHBOARD ROAD UP COLUMBIANA MTN UNTIL REACHING THE LAST HOUSE ON THE
 DH2456'RIGHT SIDE OF WASHBOARD ROAD.
 DH2456' 
 DH2456'FROM THIS POINT IT WILL BE NECESSARY TO USE A 4-WHEEL ATV TO REACH THE
 DH2456'MARK. TURN EAST INTO THE DRIVEWAY OF THE LAST HOUSE ON THE RIGHT
 DH2456'(EAST) SIDE OF WASHBOARD ROAD. FOLLOW THE DRIVEWAY TO WHAT WAS THE DIM
 DH2456'WOODS ROAD MENTIONED IN PREVIOUS DESCRIPTIONS. TRAVEL THE DIM WOODS
 DH2456'ROAD APPROXIMATELY .25 MILES TO THE TOP OF THE MTN.
 DH2456' 
 DH2456'ONCE REACHING THE TOP OF THE MTN, BEAR LEFT (NORTH) ALONG ANOTHER DIM
 DH2456'WOODS ROAD AND TRAVEL APPROX .15 MILES TO THE STATION ON THE RIGHT.
 DH2456' 
 DH2456'THE MARK IS A STANDARD DISK SET IN THE TOP OF A 12 INCH SQUARE
 DH2456'CONCRETE MONUMENT WHICH PROJECTS ABOUT 1 INCH ABOVE THE GROUND
 DH2456'SURFACE. THE MARK IS STAMPED COOSA NO 2 AND IS APPROX 1.2 FEET WEST OF
 DH2456'A METAL WITNESS POST AND SIGN.
 DH2456' 
 DH2456'THE MARK WAS RECOVERED IN GOOD CONDITION. DURING A 5 MINUTE OCCUPATION
 DH2456'OF THE MARK WITH A CONSUMER GRADE GPS RECEIVER THE COORDINATES OF N31
 DH2456'11.762 W086 34.967 WERE RECORDED.
 DH2456' 
 DH2456'THE MARK IS APPROXIMATELY 63 FEET NORTHEAST OF BENCHMARK COLUMBIANA
 DH2456'1887 (DH2455).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3588 ***********************************************************************
 DG3588  DESIGNATION -  COPPER
 DG3588  PID         -  DG3588
 DG3588  STATE/COUNTY-  AL/RANDOLPH
 DG3588  USGS QUAD   -  NEWELL (1969)
 DG3588
 DG3588                         *CURRENT SURVEY CONTROL
 DG3588  ___________________________________________________________________
 DG3588* NAD 83(1992)-  33 28 29.19219(N)    085 27 59.94142(W)     ADJUSTED  
 DG3588* NAVD 88     -       428.     (meters)    1404.     (feet)  SCALED    
 DG3588  ___________________________________________________________________
 DG3588  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DG3588  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG3588
 DG3588  HORZ ORDER  -  FIRST
 DG3588
 DG3588.The horizontal coordinates were established by classical geodetic methods
 DG3588.and adjusted by the National Geodetic Survey in September 1997..
 DG3588
 DG3588.The orthometric height was scaled from a topographic map.
 DG3588
 DG3588.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3588
 DG3588.The geoid height was determined by GEOID03.
 DG3588
 DG3588;                    North         East     Units Scale Factor Converg.
 DG3588;SPC AL E     -   329,910.011   234,081.719   MT  0.99997431   +0 12 08.1
 DG3588;SPC GA W     -   386,008.971   579,175.172   MT  1.00007993   -0 43 01.6
 DG3588;SPC GA W     - 1,266,431.10  1,900,177.21   sFT  1.00007993   -0 43 01.6
 DG3588;UTM  16      - 3,704,974.310   642,473.760   MT  0.99985026   +0 50 45.2
 DG3588
 DG3588!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3588!SPC AL E     -   0.99993733  x   0.99997431  =   0.99991164
 DG3588!SPC GA W     -   0.99993733  x   1.00007993  =   1.00001725
 DG3588!UTM  16      -   0.99993733  x   0.99985026  =   0.99978760
 DG3588
 DG3588:                Primary Azimuth Mark                     Grid Az
 DG3588:SPC AL E     -  COPPER AZ MK                             209 50 16.4
 DG3588:SPC GA W     -  COPPER AZ MK                             210 45 26.1
 DG3588:UTM  16      -  COPPER AZ MK                             209 11 39.3
 DG3588
 DG3588|---------------------------------------------------------------------|
 DG3588| PID    Reference Object                     Distance      Geod. Az  |
 DG3588|                                                           dddmmss.s |
 DG3588| CY9804 COPPER AZ MK                                       2100224.5 |
 DG3588| CY9807 COPPER RM 3                          28.415 METERS 22114     |
 DG3588| CY9805 COPPER RM 1                          56.321 METERS 25352     |
 DG3588| CY9808 COPPER RM 4                          55.980 METERS 25354     |
 DG3588| CY9806 COPPER RM 2                          46.318 METERS 27239     |
 DG3588| DG3457 TURK                                APPROX. 5.3 KM 3371143.5 |
 DG3588|---------------------------------------------------------------------|
 DG3588
 DG3588                          SUPERSEDED SURVEY CONTROL
 DG3588
 DG3588  NAD 83(1992)-  33 28 29.19254(N)    085 27 59.94204(W) AD(       ) 1
 DG3588  NAD 83(1986)-  33 28 29.19673(N)    085 27 59.93577(W) AD(       ) 1
 DG3588  NAD 27      -  33 28 28.79600(N)    085 28 00.10500(W) AD(       ) 1
 DG3588
 DG3588.Superseded values are not recommended for survey control.
 DG3588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3588.See file dsdata.txt to determine how the superseded data were derived.
 DG3588
 DG3588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4247404974(NAD 83)
 DG3588_MARKER: DS = TRIANGULATION STATION DISK
 DG3588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3588_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3588+SATELLITE: SATELLITE OBSERVATIONS - December 18, 2003
 DG3588
 DG3588  HISTORY     - Date     Condition        Report By
 DG3588  HISTORY     - 1941     MONUMENTED       CGS
 DG3588  HISTORY     - 1969     GOOD             CGS
 DG3588  HISTORY     - 1971     MARK NOT FOUND   NGS
 DG3588  HISTORY     - 20031218 GOOD             INDIV
 DG3588
 DG3588                          STATION DESCRIPTION
 DG3588
 DG3588'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3588'THE STATION IS 10 MILES N OF WEDOWEE ON A HIGH CULTIVATED HILL,
 DG3588'ON THE PROPERTY OF MR. J.G. DANIELS.  THE DISK IS STAMPED
 DG3588'COPPER 1941.
 DG3588'
 DG3588'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG3588'BRONZE DISKS SET IN CONCRETE.
 DG3588'
 DG3588'REFERENCE MARK NO. 1 IS SW OF THE STATION.  THE DISK IS STAMPED
 DG3588'COPPER NO. 1 1941.
 DG3588'
 DG3588'REFERENCE MARK NO. 2 IS W OF THE STATION.  THE DISK IS STAMPED
 DG3588'COPPER NO. 2 1941.
 DG3588'
 DG3588'THE AZIMUTH MARK IS 0.75 MILE SW OF THE STATION, 19 FEET E OF
 DG3588'THE GRADED DIRT ROAD, 2 FEET W OF A N-S FENCE LINE, AND 150 FEET E
 DG3588'OF THE MURPHY FARMHOUSE.  THE DISK IS STAMPED COPPER 1941.  TO
 DG3588'REACH THE AZIMUTH MARK FROM THE STATION GO S ON THE ROAD USED TO
 DG3588'REACH THE STATION FOR 1.0 MILE TO THE FARMHOUSE OCCUPIED BY A
 DG3588'MR. MURPHY, ON THE LEFT AND THE AZIMUTH MARK ON THE LEFT.
 DG3588'
 DG3588'TO REACH THE STATION FROM WEDOWEE GO N ON STATE HIGHWAY 37
 DG3588'FOR 9.5 MILES TO MORRISONS CROSSROADS, TURN RIGHT ON A GRADED DIRT
 DG3588'ROAD AND GO 0.75 MILE TO A FORK, TAKE LEFT FORK AND GO 0.05 MILE
 DG3588'TO ANOTHER FORK, HERE TAKE RIGHT FORK AND CONTINUE FOR 1.7 MILES
 DG3588'TO A T-INTERSECTION, TURN LEFT AND CONTINUE 0.9 MILE ON THE
 DG3588'MAIN-TRAVELED ROAD TO A CROSSROADS, TURN RIGHT AND CONTINUE 0.4
 DG3588'MILE TO A REVERSE Y, TURN SHARP LEFT AND GO 0.1 MILE TO A ROAD
 DG3588'TO THE RIGHT LEADING TO A HOUSE ON THE E SIDE OF THE HILL,
 DG3588'TURN RIGHT AND GO 0.25 MILE TO THE HOUSE, GO AROUND N EDGE OF
 DG3588'THE FIELD, BEARING IN A NORTHEASTERLY DIRECTION FOR 0.1 MILE TO
 DG3588'THE TOP OF THE HILL AND THE STATION.
 DG3588'
 DG3588'HEIGHT OF LIGHT ABOVE STATION MARKER - 1 METER.
 DG3588
 DG3588                          STATION RECOVERY (1969)
 DG3588
 DG3588'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 DG3588'THE STATION WAS VISITED 3-10-69 AND THE STATION WAS FOUND IN
 DG3588'GOOD CONDITION ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 DG3588'THE AZIMUTH MARK HAD BEEN DESTROYED AT A PREVIOUS DATE, REFERENCE
 DG3588'MARK NO. 2 WAS FOUND IN GOOD CONDITION BUT CHIPPED, REFERENCE MARK
 DG3588'NO. 1 WAS FOUND DISTURBED.  IT WAS STRAIGHTENED UP AND SET FIRMLY
 DG3588'IN THE GROUND AND WAS USED AS REFERENCE MARK NO. 3.  REFERENCE
 DG3588'MARK NO. 4 WAS ESTABLISHED AT THIS DATE.  THE PROPERTY IS NOW
 DG3588'OWNED BY THE ROME CRAFT CO. AND THE ENTIRE HILL HAS BEEN
 DG3588'CLEARED AND PLANTED IN YOUNG PINE TREES.  A ROAD HAS BEEN
 DG3588'GRADED TO THE TOP OF THE HILL AND A HELIOPORT GRADED ON THE
 DG3588'VERY TOP OF THE HILL FOR USE IN THE HELIOCOPTER LANDING.  A
 DG3588'NEW DESCRIPTION FOLLOWS-
 DG3588'
 DG3588'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF WEDOWEE, ON A HIGH
 DG3588'HILL PLANTED IN PINE TREES, OWNED BY THE ROME CRAFT CO.  IT IS
 DG3588'0.35 MILE NORTH OF A GRADED ROAD, ABOUT 0.5 MILE NORTHEAST OF THE
 DG3588'ROBERT HAYNES FARM HOUSE ON THE HIGHEST PART OF THE HILL, 333 FEET
 DG3588'NORTH-NORTHEAST OF A 24 INCH LOBLOLLY PINE TREE AND 1 FOOT
 DG3588'SOUTH OF A METAL WITNESS POST.  IT IS A TRIANGULATION STATION
 DG3588'DISK, STAMPED COPPER 1941, 4 INCHES BELOW THE GROUND.
 DG3588'
 DG3588'REFERENCE MARK NO. 2 IS 151.96 FEET WEST OF THE STATION, 225 FEET
 DG3588'WEST OF THE CENTER OF THE HELIOPORT, 252 FEET NORTH OF THE 24-INCH
 DG3588'PINE TREE, 135 FEET WEST OF THE CENTER OF THE ROAD AND 1.0 FEET
 DG3588'NORTHEAST OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK,
 DG3588'STAMPED COPPER NO 2 1941 FLUSH WITH THE GROUND.
 DG3588'
 DG3588'REFERENCE MARK NO. 3 IS 93.22 FEET SOUTH OF THE STATION.  IT
 DG3588'IS 140 FEET SOUTH OF THE CENTER OF THE HELIOPORT, 17 FEET
 DG3588'WEST OF THE CENTER OF THE ROAD, 240 FEET NORTH-NORTHEAST OF THE 24
 DG3588'INCH PINE TREE, AND 1 FOOT WEST OF A METAL SIGN POST.  IT IS
 DG3588'A REFERENCE MARK DISK, STAMPED COPPER 1941 NO 3 1969, PROJECTING
 DG3588'4 INCHES.
 DG3588'
 DG3588'REFERENCE MARK NO. 4 IS 183.66 FEET SOUTHWEST OF THE STATION, 127
 DG3588'FEET SOUTHWEST OF THE CENTER OF THE ROAD, 184 FEET SOUTHWEST
 DG3588'OF THE CENTER OF THE HELIOPORT, 188 FEET NORTH OF THE 24 INCH
 DG3588'PINE TREE AND 1 FOOT NORTH OF THE 24-INCH PINE TREE.  IT IS A
 DG3588'REFERENCE MARK DISK, STAMPED COPPER 1941 NO 4 1969, FLUSH WITH
 DG3588'THE GROUND.
 DG3588'
 DG3588'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 431 AND
 DG3588'STATE HIGHWAY 48, AT THE NORTH END OF THE TOWN OF WEDOWEE, GO
 DG3588'NORTH ON U.S. HIGHWAY 431 FOR 9.3 MILES TO MORRISONS CROSSROADS,
 DG3588'TURN RIGHT AND GO EAST ON RANDOLPH CO. ROAD 82 FOR 0.65 MILES TO A
 DG3588'FORK, KEEP LEFT FORK FOR 0.1 MILE TO A FORK, TAKE RIGHT FORK AND
 DG3588'GO 2.6 MILES TO A FORK, TAKE RIGHT FORK AND GO EAST FOR 0.4 MILE
 DG3588'TO A REVERSE Y, TURN SHARP LEFT AND GO 0.1 MILE TO A SIDE ROAD
 DG3588'RIGHT, TURN RIGHT AND GO NORTH FOR 0.35 MILE TO THE TOP OF THE HILL
 DG3588'AND THE STATION.
 DG3588'
 DG3588'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10 MILE NORTH OF
 DG3588'WEDOWEE.
 DG3588
 DG3588                          STATION RECOVERY (1971)
 DG3588
 DG3588'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DG3588'RM 3 WAS RECOVERED IN GOOD CONDITION.  THERE WAS NO EXISTENCE OF
 DG3588'THE STATION OR RM 1, OR 2.  NO SEARCH WAS MADE FOR THE AZIMUTH MARK.
 DG3588'
 DG3588'ROUTE DESCRIPTION WAS ADEQUATE.
 DG3588
 DG3588                          STATION RECOVERY (2003)
 DG3588
 DG3588'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (DGJ)
 DG3588'FOUND ALL THREE REFERENCE MARKS AND STATION, THE STATION IS APPRX. 14
 DG3588'INCHES UNDERGROUND AND IS IN GOOD CONDITION.  THE WITNESS POSTS ARE
 DG3588'ALL DESTROYED.  DID NOT TRY TO RECOVER THE AZ. MARK
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0064 ***********************************************************************
 BH0064  DESIGNATION -  COPPICK
 BH0064  PID         -  BH0064
 BH0064  STATE/COUNTY-  AL/MOBILE
 BH0064  USGS QUAD   -  MOBILE (1982)
 BH0064
 BH0064                         *CURRENT SURVEY CONTROL
 BH0064  ___________________________________________________________________
 BH0064* NAD 83(1992)-  30 43 44.88851(N)    088 03 49.26202(W)     ADJUSTED  
 BH0064* NAVD 88     -        11.739  (meters)      38.51   (feet)  ADJUSTED  
 BH0064  ___________________________________________________________________
 BH0064  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 BH0064  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH0064  DYNAMIC HT  -          11.724 (meters)      38.46  (feet)  COMP
 BH0064  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BH0064
 BH0064  HORZ ORDER  -  SECOND
 BH0064  VERT ORDER  -  FIRST     CLASS II
 BH0064
 BH0064.The horizontal coordinates were established by classical geodetic methods
 BH0064.and adjusted by the National Geodetic Survey in December 1992..
 BH0064
 BH0064.The orthometric height was determined by differential leveling
 BH0064.and adjusted by the National Geodetic Survey in June 1991..
 BH0064
 BH0064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0064
 BH0064.The geoid height was determined by GEOID03.
 BH0064
 BH0064.The dynamic height is computed by dividing the NAVD 88
 BH0064.geopotential number by the normal gravity value computed on the
 BH0064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0064.degrees latitude (g = 980.6199 gals.).
 BH0064
 BH0064.The modeled gravity was interpolated from observed gravity values.
 BH0064
 BH0064;                    North         East     Units Scale Factor Converg.
 BH0064;SPC AL W     -    80,961.277   546,017.402   MT  0.99996927   -0 17 16.9
 BH0064;UTM  16      - 3,400,067.042   398,165.584   MT  0.99972792   -0 32 36.8
 BH0064
 BH0064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0064!SPC AL W     -   1.00000264  x   0.99996927  =   0.99997191
 BH0064!UTM  16      -   1.00000264  x   0.99972792  =   0.99973056
 BH0064
 BH0064:                Primary Azimuth Mark                     Grid Az
 BH0064:SPC AL W     -  SOUTHERN KRAFT PAPER CO TANK             019 48 02.5
 BH0064:UTM  16      -  SOUTHERN KRAFT PAPER CO TANK             020 03 22.4
 BH0064
 BH0064|---------------------------------------------------------------------|
 BH0064| PID    Reference Object                     Distance      Geod. Az  |
 BH0064|                                                           dddmmss.s |
 BH0064| BH1962 SOUTHERN KRAFT PAPER CO TANK        APPROX. 1.7 KM 0193045.6 |
 BH0064| BH1966 MOBILE R N BRIDGE W LT POLE         APPROX. 2.0 KM 0762441.5 |
 BH0064| BH0065 COPPICK RM 1                         23.590 METERS 09142     |
 BH0064| DD7737 COPPICK AZ MK                                      1372449.3 |
 BH0064| BH1965 MOBILE STATE DOCKS S TANK           APPROX. 3.1 KM 1424459.3 |
 BH0064| BH1969 MOBILE NATL BANK BLDG BCN           APPROX. 4.5 KM 1523402.1 |
 BH0064| BH0062 COPPICK RM 2                         29.094 METERS 24504     |
 BH0064| BH2021 MOBILE WATERWORKS TANK              APPROX. 8.3 KM 2481740.0 |
 BH0064| BH1958 PRICHARD VA CAROLINA CHEM TANK      APPROX. 1.0 KM 2682603.5 |
 BH0064| BH1950 CELESTE                             APPROX.14.9 KM 3375217.3 |
 BH0064|---------------------------------------------------------------------|
 BH0064
 BH0064                          SUPERSEDED SURVEY CONTROL
 BH0064
 BH0064  NAD 83(1986)-  30 43 44.90864(N)    088 03 49.26668(W) AD(       ) 2
 BH0064  NAD 27      -  30 43 44.22700(N)    088 03 49.27000(W) AD(       ) 2
 BH0064  NGVD 29 (??/??/??)   11.733  (m)           38.49   (f) ADJUSTED    1 2
 BH0064
 BH0064.Superseded values are not recommended for survey control.
 BH0064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0064.See file dsdata.txt to determine how the superseded data were derived.
 BH0064
 BH0064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9816600067(NAD 83)
 BH0064_MARKER: DS = TRIANGULATION STATION DISK
 BH0064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0064_STAMPING: COPPICK 1938
 BH0064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0064+STABILITY: SURFACE MOTION
 BH0064
 BH0064  HISTORY     - Date     Condition        Report By
 BH0064  HISTORY     - 1938     MONUMENTED       CGS
 BH0064  HISTORY     - 1951     MARK NOT FOUND   CGS
 BH0064  HISTORY     - 1955     GOOD             CGS
 BH0064  HISTORY     - 1959     MARK NOT FOUND   CGS
 BH0064  HISTORY     - 1963     GOOD             CGS
 BH0064
 BH0064                          STATION DESCRIPTION
 BH0064
 BH0064'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BH0064'STATION IS LOCATED ABOUT 3 MILES N OF MOBILE AND 5.5 MILES NE OF
 BH0064'SPRING HILL, ON LOT 12 OF BLOCK 4 OF WEST HIGHLAND SUBDIVISION,
 BH0064'ON LAND OWNED BY THE ALABAMA REALTY CO., OF MOBILE, STATION IS IN
 BH0064'APPROXIMATE CENTER OF A SMALL CLUMP OF PINE TREES.  MARK IS SET IN
 BH0064'CONCRETE BLOCK, A STANDARD BRONZE DISK 4
 BH0064'INCHES BELOW THE SURFACE OF THE GROUND, 120 FEET SW OF THE CENTER
 BH0064'OF MAIN ST. (DIRT ROAD), 44 FEET N OF A 16-INCH PINE TREE, 42 FEET W
 BH0064'OF AN 18-INCH PINE TREE, 40 FEET S OF A 22-INCH PINE TREE, AND
 BH0064'IS STAMPED COPPICK 1938.
 BH0064'
 BH0064'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BH0064'BRONZE DISKS SET IN CONCRETE.
 BH0064'
 BH0064'REFERENCE MARK NO. 1 IS E OF STATION, IS STAMPED COPPICK 1938,
 BH0064'PROJECTS 12 INCHES ABOVE THE SURFACE, IS 10 FEET W OF A 36-INCH
 BH0064'PINE TREE, AND 42 FEET N OF A 22-INCH PINE TREE.  REFERENCE MARK NO.
 BH0064'2 IS WSW OF STATION, IS STAMPED COPPICK 1938, PROJECTS 8 INCHES
 BH0064'ABOVE THE SURFACE, IS 17 FEET WNW OF A 24-INCH PINE TREE, AND 26 FEET
 BH0064'S OF A 20-INCH PINE TREE.
 BH0064'
 BH0064'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE S OF STATION, PROJECTS 8
 BH0064'INCHES ABOVE GROUND, IS STAMPED COPPICK 1938, IS 30 FEET N OF THE
 BH0064'NW CORNER OF A SMALL SHACK OCCUPIED BY MR. WILLIE WILLIAMS.
 BH0064'
 BH0064'TO REACH FROM MOBILE, GO N ON U.S. 90 FROM ST. LOUIS ST. (WHERE 90
 BH0064'TURNS FROM W TO N) FOR 1.0 MILE TO OVERPASS OVER MOBILE AND OHIO
 BH0064'R.R., CONTINUE N ON 90 FOR 1.5 MILES TO PAVED STREET FORKS (90 TURNS
 BH0064'R), HERE KEEP L FORK AND GO 0.35 MILE TO CROSS STREETS AT BLUEBIRD
 BH0064'SANDWICH SHOP ON E SIDE OF STREET AND GREERS NO 41 GROCERY ON THE W
 BH0064'SIDE OF THE STREET, TURN L HERE AND GO 0.05 MILE TO SMALL
 BH0064'CLUMP OF PINE TREES ON THE L AND STATION IN APPROXIMATE CENTER.
 BH0064'
 BH0064'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH0064
 BH0064                          STATION RECOVERY (1951)
 BH0064
 BH0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 BH0064'IN MOBILE.
 BH0064'AT MOBILE, IN THE NORTH PART OF TOWN, 138 YARDS WEST ALONG CHIN FROM
 BH0064'ITS JUNCTION WITH TELEGRAPH ROAD (U.S. HIGHWAY 43), IN THE BACK YARD
 BH0064'OF HOUSE NO. 621 CHIN STREET, 21 FEET SOUTH OF SOUTHWEST CORNER OF
 BH0064'HOUSE, 21 FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE NO. 623, 95.4
 BH0064'FEET NORTHEAST OF RM NO. 2, 77.4 FEET WEST OF RM NO. 1, AND SET IN THE
 BH0064'TOP OF A CONCRETE POST ABOUT 4 INCHES BELOW SURFACE OF GROUND.
 BH0064
 BH0064                          STATION RECOVERY (1955)
 BH0064
 BH0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0064'RECOVERED IN GOOD CONDITION.
 BH0064
 BH0064                          STATION RECOVERY (1959)
 BH0064
 BH0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH0064'NOT RECOVERED.  THE AREA WAS THOROUGHLY SEARCHED BUT THE STATION WAS
 BH0064'NOT FOUND.  THE SITE IS NOW DEVELOPED AND COVERED BY HOUSES.  NONE
 BH0064'OF THE MARKS COULD BE FOUND.  THE CLUMP OF PINE TREES ARE NO LONGER
 BH0064'IN PLACE.  IT IS BELIEVED THE MARKS HAVE BEEN DESTROYED.
 BH0064
 BH0064                          STATION RECOVERY (1963)
 BH0064
 BH0064'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BH0064'THE STATION WAS VISITED 3-19-63 AND THE STATION MARK AND REFERENCE
 BH0064'MARK NO. 1 WERE FOUND IN GOOD CONDITION.  REFERENCE MARK NO. 2 AND
 BH0064'THE AZIMUTH MARK WERE DESTROYED PRIOR TO THIS DATE BY EXCAVATION DONE
 BH0064'FOR A LARGE HOUSING DEVELOPMENT TO THE SOUTH AND WEST OF THE
 BH0064'STATION.  THE PINES TREES MENTIONED IN THE ORIGINAL DESCRIPTION ARE
 BH0064'NO LONGER THERE AND THE AREA HAS BEEN BUILT UP WITH HOUSES TO THE
 BH0064'NORTHWEST, NORTH AND EAST.  THE MARKS ARE IN THE BACK YARD OF THE
 BH0064'HOUSES ALONG THE SOUTH SIDE OF CAIN STREET.  A NEW DESCRIPTION
 BH0064'FOLLOWS-
 BH0064'
 BH0064'THE STATION IS LOCATED ABOUT 3 MILES NORTH OF MOBILE, 5.5 MILES
 BH0064'NORTHEAST OF SPRING HILL, 0.5 MILE NORTH OF THREE MILE CREEK, ABOUT
 BH0064'1.1 MILE WEST OF THE MOBILE RIVER AND 2 BLOCKS SOUTHWEST OF THE
 BH0064'JUNCTION OF U.S. HIGHWAY 43 AND 90, WHERE U.S. HIGHWAY 90 TURNS
 BH0064'EAST TO CROSS THE RIVER, AND ABOUT 100 YARDS WEST OF U.S. HIGHWAY 43,
 BH0064'IN THE BACK YARD OF THE RESIDENCE AT 621 CAIN STREET.  IT IS 120
 BH0064'FEET SOUTH OF THE CENTERLINE OF CAIN STREET, 70 FEET NORTHWEST OF THE
 BH0064'NORTHWEST FENCE CORNER AROUND THE BOGGATT TRANSPORTATION CO. 14 FEET
 BH0064'SOUTHWEST OF THE SOUTHWEST CORNER OF 621 CAIN STREET, 18.5 FEET
 BH0064'SOUTH-SOUTHEAST OF THE ZELLARS HOUSE AT 623 CAIN STREET, 11 FEET
 BH0064'NORTHWEST OF A 6-INCH CONCRETE POST WITH A PIN IN THE CENTER AND
 BH0064'FLUSH WITH THE GROUND, 28 FEET NORTH OF A DEEP EXCAVATION FOR A
 BH0064'HOUSING DEVELOPMENT, 6.5 FEET EAST OF A WOVEN WIRE FENCE, 7 FEET
 BH0064'NORTHWEST OF A 6-INCH FORKED TREE AND 4 FEET NORTHEAST OF THE
 BH0064'PROJECTED PLANE OF A WALL WHICH IS NORTHEAST OF THE BUILDINGS.  IT
 BH0064'IS A STANDARD DISK, STAMPED COPPICK 1938, 4 INCHES BELOW THE SURFACE
 BH0064'OF THE GROUND.
 BH0064'
 BH0064'REFERENCE MARK NO. 1 IS 77.39 FEET EAST OF THE STATION, IN A GARDEN
 BH0064'PLOT IN THE REAR OF A VACANT LOT BETWEEN 621 AND 619 CAIN STREET, 5
 BH0064'FEET SOUTH OF A FENCE LINE, 19 FEET WEST OF A 10-INCH TREE IN A FENCE
 BH0064'CORNER, 58.5 FEET WEST OF A FORKED OAK TREE, 47 FEET NORTH OF THE
 BH0064'PROPERTY LINE FENCE OF THE BOGGETT TRANSPORTION CO. LOT.  IT IS A
 BH0064'STANDARD DISK, STAMPED COPPICK NO 1 1938, PROJECTING 10 INCHES.
 BH0064'
 BH0064'TO REACH THE STATION
 BH0064'FROM THE JUNCTION OF U.S. HIGHWAY AND ST. LOUIS STREET, AT THE
 BH0064'FEDERAL BUILDING IN MOBILE, GO NORTH ON U.S. HIGHWAY 90 FOR 1.0 MILE
 BH0064'TO THE OVERPASS OVER THE MOBILE AND OHIO RAILROAD, CONTINUE NORTH ON
 BH0064'U.S. HIGHWAY 90 FOR 1.5 MILES TO A FORK, TAKE LEFT FORK AND GO
 BH0064'NORTH ON U.S. HIGHWAY 90 AND 43 FOR 0.35 MILE TO THE JUNCTION WITH
 BH0064'CAIN STREET, TURN LEFT, WEST, ON CAIN STREET FOR 0.05 MILE TO THE
 BH0064'STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0065 ***********************************************************************
 BH0065  DESIGNATION -  COPPICK RM 1
 BH0065  PID         -  BH0065
 BH0065  STATE/COUNTY-  AL/MOBILE
 BH0065  USGS QUAD   -  MOBILE (1982)
 BH0065
 BH0065                         *CURRENT SURVEY CONTROL
 BH0065  ___________________________________________________________________
 BH0065* NAD 83(1986)-  30 43 45.     (N)    088 03 49.     (W)     SCALED    
 BH0065* NAVD 88     -        11.694  (meters)      38.37   (feet)  ADJUSTED  
 BH0065  ___________________________________________________________________
 BH0065  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH0065  DYNAMIC HT  -          11.679 (meters)      38.32  (feet)  COMP
 BH0065  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BH0065
 BH0065  VERT ORDER  -  FIRST     CLASS II
 BH0065
 BH0065.The horizontal coordinates were scaled from a topographic map and have
 BH0065.an estimated accuracy of +/- 6 seconds.
 BH0065
 BH0065.The orthometric height was determined by differential leveling
 BH0065.and adjusted by the National Geodetic Survey in June 1991..
 BH0065
 BH0065.The geoid height was determined by GEOID03.
 BH0065
 BH0065.The dynamic height is computed by dividing the NAVD 88
 BH0065.geopotential number by the normal gravity value computed on the
 BH0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0065.degrees latitude (g = 980.6199 gals.).
 BH0065
 BH0065.The modeled gravity was interpolated from observed gravity values.
 BH0065
 BH0065;                    North         East    Units  Estimated Accuracy
 BH0065;SPC AL W     -    80,970.      546,020.      MT  (+/- 180 meters Scaled)
 BH0065
 BH0065                          SUPERSEDED SURVEY CONTROL
 BH0065
 BH0065  NGVD 29 (??/??/??)   11.688  (m)           38.35   (f) ADJUSTED    1 2
 BH0065
 BH0065.Superseded values are not recommended for survey control.
 BH0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0065.See file dsdata.txt to determine how the superseded data were derived.
 BH0065
 BH0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV981000(NAD 83)
 BH0065_MARKER: DR = REFERENCE MARK DISK
 BH0065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0065_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0065_STAMPING: COPPICK NO 1 1938
 BH0065_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0065+STABILITY: SURFACE MOTION
 BH0065
 BH0065  HISTORY     - Date     Condition        Report By
 BH0065  HISTORY     - 1938     MONUMENTED       CGS
 BH0065  HISTORY     - 1951     GOOD             CGS
 BH0065  HISTORY     - 1955     GOOD             CGS
 BH0065
 BH0065                          STATION DESCRIPTION
 BH0065
 BH0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0065'IN MOBILE.
 BH0065'AT MOBILE, IN THE NORTH PART OF TOWN, ABOUT 0.1 MILE WEST ALONG CHIN
 BH0065'STREET FROM ITS JUNCTION WITH TELEGRAPH ROAD (U.S. HIGHWAY 43), 55
 BH0065'FEET SOUTHEAST OF SOUTHEAST CORNER OF HOUSE NO. 621 CHIN STREET, 136
 BH0065'FEET SOUTH OF CENTER LINE OF STREET, 77.4 FEET EAST OF STATION MARK, 1
 BH0065'FOOT EAST OF A WHITE WOODEN WITNESS POST, ABOUT 6 FEET ABOVE LEVEL OF
 BH0065'STREET AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BH0065
 BH0065                          STATION RECOVERY (1955)
 BH0065
 BH0065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0065'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0062 ***********************************************************************
 BH0062  DESIGNATION -  COPPICK RM 2
 BH0062  PID         -  BH0062
 BH0062  STATE/COUNTY-  AL/MOBILE
 BH0062  USGS QUAD   -  MOBILE (1982)
 BH0062
 BH0062                         *CURRENT SURVEY CONTROL
 BH0062  ___________________________________________________________________
 BH0062* NAD 83(1986)-  30 43 45.     (N)    088 03 49.     (W)     SCALED    
 BH0062* NAVD 88     -        11.982  (meters)      39.31   (feet)  ADJUSTED  
 BH0062  ___________________________________________________________________
 BH0062  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH0062  DYNAMIC HT  -          11.966 (meters)      39.26  (feet)  COMP
 BH0062  MODELED GRAV-     979,341.6   (mgal)                       NAVD 88
 BH0062
 BH0062  VERT ORDER  -  FIRST     CLASS II
 BH0062
 BH0062.The horizontal coordinates were scaled from a topographic map and have
 BH0062.an estimated accuracy of +/- 6 seconds.
 BH0062
 BH0062.The orthometric height was determined by differential leveling
 BH0062.and adjusted by the National Geodetic Survey in June 1991..
 BH0062
 BH0062.The geoid height was determined by GEOID03.
 BH0062
 BH0062.The dynamic height is computed by dividing the NAVD 88
 BH0062.geopotential number by the normal gravity value computed on the
 BH0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0062.degrees latitude (g = 980.6199 gals.).
 BH0062
 BH0062.The modeled gravity was interpolated from observed gravity values.
 BH0062
 BH0062;                    North         East    Units  Estimated Accuracy
 BH0062;SPC AL W     -    80,970.      546,020.      MT  (+/- 180 meters Scaled)
 BH0062
 BH0062                          SUPERSEDED SURVEY CONTROL
 BH0062
 BH0062  NGVD 29 (??/??/??)   11.992  (m)           39.34   (f) ADJUSTED    1 2
 BH0062
 BH0062.Superseded values are not recommended for survey control.
 BH0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0062.See file dsdata.txt to determine how the superseded data were derived.
 BH0062
 BH0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV981000(NAD 83)
 BH0062_MARKER: DR = REFERENCE MARK DISK
 BH0062_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0062_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0062_STAMPING: COPPICK NO 2 1938
 BH0062_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0062+STABILITY: SURFACE MOTION
 BH0062
 BH0062  HISTORY     - Date     Condition        Report By
 BH0062  HISTORY     - 1938     MONUMENTED       CGS
 BH0062  HISTORY     - 1951     GOOD             CGS
 BH0062  HISTORY     - 1955     MARK NOT FOUND   CGS
 BH0062
 BH0062                          STATION DESCRIPTION
 BH0062
 BH0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0062'IN MOBILE.
 BH0062'AT MOBILE, IN THE NORTH PART OF TOWN, ABOUT 0.1 MILE WEST ALONG CHIN
 BH0062'STREET FROM ITS JUNCTION WITH TELEGRAPH ROAD (U.S. HIGHWAY 43), 104
 BH0062'FEET SOUTH OF SOUTHWEST CORNER OF HOUSE NO. 623 CHIN STREET, 207 FEET
 BH0062'SOUTH OF STREET, 95.4 FEET SOUTHWEST OF STATION MARK, ABOUT 6 FEET
 BH0062'EAST OF EDGE OF A GRAVEL PIT, 2 FEET SOUTHWEST OF A WHITE WOODEN
 BH0062'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 BH0062'INCHES.
 BH0062
 BH0062                          STATION RECOVERY (1955)
 BH0062
 BH0062'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955
 BH0062'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2325 ***********************************************************************
 CM2325  DESIGNATION -  COSBY
 CM2325  PID         -  CM2325
 CM2325  STATE/COUNTY-  AL/TALLAPOOSA
 CM2325  USGS QUAD   -  DADEVILLE (1971)
 CM2325
 CM2325                         *CURRENT SURVEY CONTROL
 CM2325  ___________________________________________________________________
 CM2325* NAD 83(1992)-  32 46 20.03061(N)    085 47 36.94385(W)     ADJUSTED  
 CM2325* NAVD 88     -       230.     (meters)     755.     (feet)  SCALED    
 CM2325  ___________________________________________________________________
 CM2325  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 CM2325  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CM2325
 CM2325  HORZ ORDER  -  FIRST
 CM2325
 CM2325.The horizontal coordinates were established by classical geodetic methods
 CM2325.and adjusted by the National Geodetic Survey in December 1992..
 CM2325
 CM2325.The orthometric height was scaled from a topographic map.
 CM2325
 CM2325.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2325
 CM2325.The geoid height was determined by GEOID03.
 CM2325
 CM2325;                    North         East     Units Scale Factor Converg.
 CM2325;SPC AL E     -   251,936.764   203,722.991   MT  0.99996017   +0 01 17.4
 CM2325;UTM  16      - 3,626,680.837   612,989.440   MT  0.99975742   +0 39 11.1
 CM2325
 CM2325!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2325!SPC AL E     -   0.99996845  x   0.99996017  =   0.99992862
 CM2325!UTM  16      -   0.99996845  x   0.99975742  =   0.99972588
 CM2325
 CM2325|---------------------------------------------------------------------|
 CM2325| PID    Reference Object                     Distance      Geod. Az  |
 CM2325|                                                           dddmmss.s |
 CM2325| CY9274 COSBY RM 1                                         00859     |
 CM2325| CY9275 COSBY RM 2                                         12537     |
 CM2325|---------------------------------------------------------------------|
 CM2325
 CM2325                          SUPERSEDED SURVEY CONTROL
 CM2325
 CM2325  NAD 83(1986)-  32 46 20.03741(N)    085 47 36.94340(W) AD(       ) 1
 CM2325  NAD 27      -  32 46 19.57500(N)    085 47 37.09300(W) AD(       ) 1
 CM2325
 CM2325.Superseded values are not recommended for survey control.
 CM2325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2325.See file dsdata.txt to determine how the superseded data were derived.
 CM2325
 CM2325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1298926681(NAD 83)
 CM2325_MARKER: DS = TRIANGULATION STATION DISK
 CM2325_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2325
 CM2325  HISTORY     - Date     Condition        Report By
 CM2325  HISTORY     - 1930     MONUMENTED       CGS
 CM2325
 CM2325                          STATION DESCRIPTION
 CM2325
 CM2325'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CM2325'ABOUT 5 MILES S OF DADEVILLE, AND ABOUT 350 METERS E OF
 CM2325'TRANSMISSION LINE ACROSS THE HILL AT THIS POINT.  STATION IS IN
 CM2325'AN UNCULTIVATED TRIANGULAR PATCH ON TOP OF THE HILL.
 CM2325'
 CM2325'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CM2325'DISKS SET IN CONCRETE.
 CM2325'
 CM2325'REFERENCE MARK NO. 1 IS N OF THE STATION ON THE EDGE OF SOME
 CM2325'TREES.  REFERENCE MARK NO. 2 IS E OF THE STATION.
 CM2325'
 CM2325'STATION CAN BE REACHED FROM DADEVILLE BY TAKING THE TALLASSEE
 CM2325'ROAD S, FOR 5 MILES TO A CROSSROAD AT A CHURCH AND A SMALL
 CM2325'CEMETERY.  TURN RIGHT AT THIS POINT AND GO W FOR 1/2 MILE TO TOP
 CM2325'OF HILL, AND TURN RIGHT INTO THE YARD OF THE HOUSE AT THIS POINT,
 CM2325'FOLLOWING THE ROAD BACK OF THE HOUSE FOR 1/4 MILE.  THE STATION
 CM2325'IS LOCATED ON THE RIDGE AT THIS POINT.
 CM2325'
 CM2325'HEIGHT OF SIGNAL ABOVE STATION MARK - 23.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2022 ***********************************************************************
 BH2022  DESIGNATION -  COTTAGE
 BH2022  PID         -  BH2022
 BH2022  STATE/COUNTY-  AL/MOBILE
 BH2022  USGS QUAD   -  SPRING HILL (1982)
 BH2022
 BH2022                         *CURRENT SURVEY CONTROL
 BH2022  ___________________________________________________________________
 BH2022* NAD 83(1992)-  30 38 57.84843(N)    088 08 22.11309(W)     ADJUSTED  
 BH2022* NAVD 88     -        58.10   (+/-2cm)     190.6    (feet)  VERTCON   
 BH2022  ___________________________________________________________________
 BH2022  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BH2022  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BH2022
 BH2022  HORZ ORDER  -  SECOND
 BH2022  VERT ORDER  -  THIRD ? (See Below)
 BH2022
 BH2022.The horizontal coordinates were established by classical geodetic methods
 BH2022.and adjusted by the National Geodetic Survey in December 1992..
 BH2022
 BH2022.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2022.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2022.The vertical order pertains to the NGVD 29 superseded value.
 BH2022
 BH2022.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2022
 BH2022.The geoid height was determined by GEOID03.
 BH2022
 BH2022;                    North         East     Units Scale Factor Converg.
 BH2022;SPC AL W     -    72,160.974   538,708.505   MT  0.99997966   -0 19 33.6
 BH2022;UTM  16      - 3,391,301.464   390,819.298   MT  0.99974705   -0 34 51.4
 BH2022
 BH2022!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2022!SPC AL W     -   0.99999536  x   0.99997966  =   0.99997502
 BH2022!UTM  16      -   0.99999536  x   0.99974705  =   0.99974241
 BH2022
 BH2022:                Primary Azimuth Mark                     Grid Az
 BH2022:SPC AL W     -  CRICHTON MOBILE COTTON TANK              025 43 47.3
 BH2022:UTM  16      -  CRICHTON MOBILE COTTON TANK              025 59 05.1
 BH2022
 BH2022|---------------------------------------------------------------------|
 BH2022| PID    Reference Object                     Distance      Geod. Az  |
 BH2022|                                                           dddmmss.s |
 BH2022| BH1957 CRICHTON MOBILE COTTON TANK         APPROX. 7.0 KM 0252413.7 |
 BH2022| BH1958 PRICHARD VA CAROLINA CHEM TANK      APPROX.10.8 KM 0353140.3 |
 BH2022| BH1962 SOUTHERN KRAFT PAPER CO TANK        APPROX.13.1 KM 0364712.9 |
 BH2022| DD7738 COTTAGE RM 1                         26.463 METERS 04519     |
 BH2022| BH1980 MOBILE STATE DOCKS N TANK           APPROX.11.4 KM 0520629.1 |
 BH2022| BH1976 MOBILE MURPHY HS CHIMNEY            APPROX. 6.3 KM 0532148.5 |
 BH2022| BH1965 MOBILE STATE DOCKS S TANK           APPROX.11.1 KM 0550754.7 |
 BH2022| BH1960 MOBILE ST MARYS CATH CH TOWER       APPROX. 7.9 KM 0553058.4 |
 BH2022| BH1977 MOBILE CITY HOSP CHIMNEY            APPROX. 9.3 KM 0591127.6 |
 BH2022| BH1959 MOBILE SMITHS BAKERY TANK           APPROX. 8.7 KM 0601951.1 |
 BH2022| BH1974 MOBILE CATH CATHED N BELFRY         APPROX.10.1 KM 0631240.6 |
 BH2022| BH1978 MOBILE CATH CATHED S BELFRY         APPROX.10.1 KM 0632118.1 |
 BH2022| BH1981 NAVCO SAWMILL CO TANK               APPROX. 4.0 KM 1211338.0 |
 BH2022| DD7739 COTTAGE RM 2                         28.150 METERS 12245     |
 BH2022| BH2024 HENDERSON                           APPROX. 5.2 KM 3525352.5 |
 BH2022| BH2021 MOBILE WATERWORKS TANK              APPROX. 5.8 KM 3555157.8 |
 BH2022|---------------------------------------------------------------------|
 BH2022
 BH2022                          SUPERSEDED SURVEY CONTROL
 BH2022
 BH2022  NAD 83(1986)-  30 38 57.87103(N)    088 08 22.11647(W) AD(       ) 2
 BH2022  NAD 27      -  30 38 57.17800(N)    088 08 22.11300(W) AD(       ) 2
 BH2022  NGVD 29 (07/19/86)   58.06   (m)          190.5    (f) LEVELING    3  
 BH2022
 BH2022.Superseded values are not recommended for survey control.
 BH2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2022.See file dsdata.txt to determine how the superseded data were derived.
 BH2022
 BH2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9081991301(NAD 83)
 BH2022_MARKER: DS = TRIANGULATION STATION DISK
 BH2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2022
 BH2022  HISTORY     - Date     Condition        Report By
 BH2022  HISTORY     - 1935     MONUMENTED       CGS
 BH2022  HISTORY     - 1939     GOOD             CGS
 BH2022  HISTORY     - 1959     GOOD             CGS
 BH2022  HISTORY     - 1963     GOOD             CGS
 BH2022
 BH2022                          STATION DESCRIPTION
 BH2022
 BH2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2022'THE STATION IS LOCATED AT COTTAGE HILL, ABOUT 5 MILES W OF MOBILE.
 BH2022'
 BH2022'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2022'SET IN CONCRETE.
 BH2022'
 BH2022'THE STATION MARK IS 54.3 METERS FROM THE CENTER LINE OF THE ROAD, ON
 BH2022'THE EASTERN SLOPE OF THE HILL, A FEW FEET BELOW ELEVATION OF
 BH2022'SUMMIT.
 BH2022'
 BH2022'REFERENCE MARK NO. 1 IS NE OF THE STATION.
 BH2022'
 BH2022'REFERENCE MARK NO. 2 IS SE OF THE STATION.
 BH2022'
 BH2022'TO REACH FROM MOBILE, GO OUT GOVERNMENT STREET TO GOVERNMENT STREET
 BH2022'RAILROAD STATION, TURN LEFT ON PAVED ROAD (GOVERNMENT
 BH2022'STREET ROAD) AND GO ABOUT 1 MILE, TAKE LEFT FORK AND GO 2.6 MILES TO
 BH2022'BAILEYS STORE ON COTTAGE HILL, TURN LEFT ON DIRT ROAD AND GO 0.2
 BH2022'MILE TO STATION.
 BH2022
 BH2022                          STATION RECOVERY (1939)
 BH2022
 BH2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (JWM)
 BH2022'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 BH2022
 BH2022                          STATION RECOVERY (1959)
 BH2022
 BH2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH2022'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 BH2022'CONDITION.  THE DISTANCE TO RM 1 WAS VERIFIED.  THE DISTANCE TO RM 2
 BH2022'COULD NOT BE VERIFIED AS A GARAGE HAS BEEN BUILT BETWEEN THE RM AND
 BH2022'STATION MARK.  THE ORIGINAL DESCRIPTION IS INADEQUATE, A NEW
 BH2022'DESCRIPTION AS FOLLOWS.
 BH2022'
 BH2022'THE STATION IS LOCATED ABOUT 5 MILES WEST-SOUTHWEST OF MOBILE ON
 BH2022'COTTAGE HILL AND ABOUT 0.2 MILE SOUTH OF THE INTERSECTION
 BH2022'OF AZALEA ROAD AND COTTAGE HILL ROAD.  IT IS ON THE LAWN OF V.S.
 BH2022'THOMPSON, 905 AZALEA ROAD, 164.0 FEET EAST OF THE CENTERLINE OF
 BH2022'AZALEA ROAD, 79.0 FEET SOUTH OF CHIMNEY ON SOUTH FACE OF HOUSE, 33.5
 BH2022'FEET NORTHWEST OF NORTHWEST CORNER OF GARAGE AND AT THE EAST END
 BH2022'OF MR. THOMPSONS CIRCULAR DRIVE.  THE STATION IS MARKED BY A STANDARD
 BH2022'DISK, STAMPED COTTAGE 1935, SET IN THE TOP OF A 8 INCH SQUARE
 BH2022'CONCRETE MONUMENT WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BH2022'
 BH2022'R.M. 2 IS EAST-SOUTHEAST OF THE STATION, 21.3 FEET SOUTH OF A 20 INCH
 BH2022'OAK, 20.5 FEET EAST OF SOUTHEAST CORNER OF GARAGE AND IN THE SOUTH
 BH2022'EDGE OF A HEDGE.  IT IS MARKED BY A STANDARD DISK, STAMPED COTTAGE
 BH2022'NO. 2 1935, SET IN THE TOP OF A 8 INCH SQUARE CONCRETE MONUMENT
 BH2022'WHICH PROJECTS 2 INCHES ABOVE THE GROUND.
 BH2022'
 BH2022'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 90 AND
 BH2022'AZALEA ROAD, GO NORTH ON AZALEA ROAD FOR 0.8 MILE TO NORTHEAST
 BH2022'SLOPE OF HILL AND STATION SITE.
 BH2022
 BH2022                          STATION RECOVERY (1963)
 BH2022
 BH2022'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 BH2022'THE STATION WAS VISITED 3-20-63 AND ALL MARKS WERE FOUND IN GOOD
 BH2022'CONDITION.  THE RECOVERY NOTE BY J.K.W. IN 1959 IS ADEQUATE TO
 BH2022'LOCATE THE STATION..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2548 ***********************************************************************
 DH2548  DESIGNATION -  COTTON
 DH2548  PID         -  DH2548
 DH2548  STATE/COUNTY-  AL/TUSCALOOSA
 DH2548  USGS QUAD   -  COTTONDALE (1983)
 DH2548
 DH2548                         *CURRENT SURVEY CONTROL
 DH2548  ___________________________________________________________________
 DH2548* NAD 83(1992)-  33 10 35.63123(N)    087 22 57.85934(W)     ADJUSTED  
 DH2548* NAVD 88     -       146.5    (meters)     481.     (feet)  VERTCON   
 DH2548  ___________________________________________________________________
 DH2548  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DH2548  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH2548
 DH2548  HORZ ORDER  -  SECOND
 DH2548
 DH2548.The horizontal coordinates were established by classical geodetic methods
 DH2548.and adjusted by the National Geodetic Survey in December 1992..
 DH2548
 DH2548.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2548.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2548
 DH2548.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2548
 DH2548.The geoid height was determined by GEOID03.
 DH2548
 DH2548;                    North         East     Units Scale Factor Converg.
 DH2548;SPC AL W     -   352,199.326   610,935.840   MT  0.99993481   +0 03 51.0
 DH2548;UTM  16      - 3,670,926.368   464,317.422   MT  0.99961570   -0 12 34.0
 DH2548
 DH2548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2548!SPC AL W     -   0.99998156  x   0.99993481  =   0.99991637
 DH2548!UTM  16      -   0.99998156  x   0.99961570  =   0.99959727
 DH2548
 DH2548:                Primary Azimuth Mark                     Grid Az
 DH2548:SPC AL W     -  COTTON AZ MK                             068 22 19.7
 DH2548:UTM  16      -  COTTON AZ MK                             068 38 44.7
 DH2548
 DH2548|---------------------------------------------------------------------|
 DH2548| PID    Reference Object                     Distance      Geod. Az  |
 DH2548|                                                           dddmmss.s |
 DH2548| CG1446 COTTON AZ MK                                       0682610.7 |
 DH2548| CG1447 COTTON RM 1                          15.091 METERS 07849     |
 DH2548| CG1448 COTTON RM 2                          19.930 METERS 19853     |
 DH2548| DH2554 TUSCALOOSA ST HWY PATROL MAST       APPROX. 4.0 KM 2655913.2 |
 DH2548|---------------------------------------------------------------------|
 DH2548
 DH2548                          SUPERSEDED SURVEY CONTROL
 DH2548
 DH2548  NAD 83(1986)-  33 10 35.63757(N)    087 22 57.86257(W) AD(       ) 2
 DH2548  NAD 27      -  33 10 35.21090(N)    087 22 57.85618(W) AD(       ) 2
 DH2548  NGVD 29 (07/19/86)  146.5    (m)          481.     (f) VERT ANG       
 DH2548
 DH2548.Superseded values are not recommended for survey control.
 DH2548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2548.See file dsdata.txt to determine how the superseded data were derived.
 DH2548
 DH2548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6431770926(NAD 83)
 DH2548_MARKER: DS = TRIANGULATION STATION DISK
 DH2548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2548_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2548
 DH2548  HISTORY     - Date     Condition        Report By
 DH2548  HISTORY     - 1970     MONUMENTED       NGS
 DH2548
 DH2548                          STATION DESCRIPTION
 DH2548
 DH2548'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 DH2548'THE STATION IS LOCATED ABOUT 11 MILES EAST-SOUTHEAST OF TUSCALOOSA,
 DH2548'7 MILES SOUTHEAST OF HOLT AND 2.5 MILES NORTHWEST OF COALING, IN THE
 DH2548'NW 1/4 OF SECTION 33, T 21 S, R 8 W, AND ON THE PROPERTY OF MR.
 DH2548'BROOKS ROUSE.
 DH2548'
 DH2548'TO REACH THE STATION FROM THE JUNCTION OF INTERSTATE HIGHWAY 59 AND
 DH2548'U.S. HIGHWAY 11 ABOUT 3 MILES EAST OF COTTONDALE, GO EAST ON U.S.
 DH2548'HIGHWAY 11 FOR 1.25 MILES TO A GRADED SIDE ROAD ON THE LEFT.  TURN
 DH2548'LEFT AND GO NORTH ON THE GRADED ROAD FOR 0.8 MILE TO THE END OF
 DH2548'THE ROAD AND THE STATION ABOUT 300 FEET SOUTH OF THE EAST BOUND
 DH2548'LANES OF INTERSTATE HIGHWAY 59.
 DH2548'
 DH2548'THE STATION MARKS ARE STANDARD DISKS STAMPED COTTON 1970.  THE
 DH2548'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 DH2548'MONUMENT THAT PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS
 DH2548'26.5 FEET NORTH OF A POWER LINE POLE, 14.8 FEET EAST OF A
 DH2548'TELEPHONE POLE NUMBER 13, 6.2 FEET SOUTH-SOUTHWEST OF A WIRE
 DH2548'FENCE AND 4 FEET SOUTH OF A METAL WITNESS POST.  THE UNDERGROUND
 DH2548'DISK IS SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 DH2548'BELOW THE GROUND SURFACE.
 DH2548'
 DH2548'REFERENCE MARK 1 IS A STANDARD DISK STAMPED COTTON NO 1 1970, SET
 DH2548'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 DH2548'5 INCHES ABOVE THE GROUND.  IT IS 60 FEET NORTHEAST OF THE POWER
 DH2548'LINE POLE, 53 FEET EAST OF THE APPROXIMATE CENTER OF THE ROAD, 2
 DH2548'FEET SOUTH OF THE WIRE FENCE AND WITNESS POST AND IS APPROXIMATELY 2
 DH2548'FEET HIGHER THAN THE STATION MARK.
 DH2548'
 DH2548'REFERENCE MARK 2 IS A STANDARD DISK STAMPED COTTON NO 2 1970, SET
 DH2548'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS
 DH2548'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 39.2 FEET SOUTHWEST OF
 DH2548'THE POWER LINE POLE, 16 FEET WEST OF THE APPROXIMATE CENTER OF THE
 DH2548'ROAD, 4 FEET NORTHEAST OF A 14-INCH PINE TREE AND ABOUT 3 FEET
 DH2548'LOWER THAN THE STATION MARK.
 DH2548'
 DH2548'THE AZIMUTH MARK IS A STANDARD DISK STAMPED COTTON 1970, CEMENTED IN
 DH2548'A DRILL HOLE IN THE CONCRETE CURB OF A BRIDGE.  IT IS 94 FEET
 DH2548'NORTHWEST OF THE SOUTHEAST END OF THE BRIDGE AND 1 FOOT SOUTHWEST
 DH2548'OF THE EDGE OF THE CURB.
 DH2548'
 DH2548'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO EAST ON U.S. HIGHWAY 11
 DH2548'FOR 1.8 MILES TO A SIDE ROAD ON THE LEFT.  TURN LEFT AND GO
 DH2548'NORTHWEST ON A PAVED ROAD FOR 0.7 MILE TO A BRIDGE OVER INTERSTATE
 DH2548'HIGHWAY 59 AND THE AZIMUTH MARK.
 DH2548'
 DH2548'HEIGHT OF LIGHT ABOVE STATION MARK 23 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4948 ***********************************************************************
 BG4948  DESIGNATION -  COTTON BAYOU STANDPIPE
 BG4948  PID         -  BG4948
 BG4948  STATE/COUNTY-  AL/BALDWIN
 BG4948  USGS QUAD   -  ORANGE BEACH (1994)
 BG4948
 BG4948                         *CURRENT SURVEY CONTROL
 BG4948  ___________________________________________________________________
 BG4948* NAD 83(1992)-  30 16 23.96549(N)    087 35 02.87080(W)     ADJUSTED  
 BG4948* NAVD 88     -        35.     (meters)     115.     (feet)  SCALED    
 BG4948  ___________________________________________________________________
 BG4948  LAPLACE CORR-           0.92  (seconds)                    DEFLEC99
 BG4948  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BG4948
 BG4948  HORZ ORDER  -  THIRD
 BG4948
 BG4948.The horizontal coordinates were established by classical geodetic methods
 BG4948.and adjusted by the National Geodetic Survey in December 1992..
 BG4948
 BG4948.The orthometric height was scaled from a topographic map.
 BG4948
 BG4948.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4948
 BG4948.The geoid height was determined by GEOID03.
 BG4948
 BG4948;                    North         East     Units Scale Factor Converg.
 BG4948;SPC AL W     -    30,300.212   591,905.409   MT  0.99993414   -0 02 32.7
 BG4948;SPC FL N     -   145,158.129   303,293.520   MT  0.99995014   -1 32 59.5
 BG4948;SPC FL N     -   476,239.63    995,055.49   sFT  0.99995014   -1 32 59.5
 BG4948;UTM  16      - 3,349,216.851   443,816.482   MT  0.99963894   -0 17 40.1
 BG4948
 BG4948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4948!SPC AL W     -   0.99999890  x   0.99993414  =   0.99993304
 BG4948!SPC FL N     -   0.99999890  x   0.99995014  =   0.99994904
 BG4948!UTM  16      -   0.99999890  x   0.99963894  =   0.99963784
 BG4948
 BG4948                          SUPERSEDED SURVEY CONTROL
 BG4948
 BG4948  NAD 83(1992)-  30 16 23.98138(N)    087 35 02.87441(W) AD(       ) 3
 BG4948
 BG4948.Superseded values are not recommended for survey control.
 BG4948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4948.See file dsdata.txt to determine how the superseded data were derived.
 BG4948
 BG4948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU4381649217(NAD 83)
 BG4948_MARKER: 52 = STANDPIPE TANK
 BG4948_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4948+SATELLITE: SATELLITE OBSERVATIONS - April 21, 2004
 BG4948
 BG4948  HISTORY     - Date     Condition        Report By
 BG4948  HISTORY     - 1984     FIRST OBSERVED   NOS
 BG4948  HISTORY     - 20030330 GOOD             USPSQD
 BG4948  HISTORY     - 20040421 GOOD             USPSQD
 BG4948  HISTORY     - 20050710 GOOD             USPSQD
 BG4948
 BG4948                          STATION DESCRIPTION
 BG4948
 BG4948'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (GLM)
 BG4948'THE STATION IS THE CENTER OF THE ORANGE TANK.  THE TANK IS 41.5 FT
 BG4948'IN DIA AND 99.5 FT HIGH.
 BG4948'
 BG4948'TO REACH STATION GO 1.7 MI W ON AL 182 FROM PERDIDO PASS BRIDGE,
 BG4948'TURN RIGHT ON HIGHWAY 161 N, GO 0.25 MI ON CURVED ROAD TO STATION
 BG4948'ON LEFT.
 BG4948'
 BG4948'THE INTERSECTION STATION IS ON THE PROPERTY OF THE ORANGE BEACH
 BG4948'VOL. FIRE DEPT., COTTON BAYOU STATION, IN A FENCED IN AREA.
 BG4948'LOCATED ON THE N SIDE OF COTTON BAYOU NEAR THE W END.
 BG4948'
 BG4948'DESCRIBED BY G L MERRILL.
 BG4948
 BG4948                          STATION RECOVERY (2003)
 BG4948
 BG4948'RECOVERY NOTE BY US POWER SQUADRON 2003 (BAS)
 BG4948'TANK IS PAINTED BLUE WITH WORDING ORANGE BEACH IN ORANGE
 BG4948
 BG4948                          STATION RECOVERY (2004)
 BG4948
 BG4948'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG4948'RECOVERED IN GOOD CONDITION.
 BG4948
 BG4948                          STATION RECOVERY (2005)
 BG4948
 BG4948'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG4948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1864 ***********************************************************************
 BU1864  DESIGNATION -  COUNTY
 BU1864  PID         -  BU1864
 BU1864  STATE/COUNTY-  AL/COVINGTON
 BU1864  USGS QUAD   -  DIXIE (1981)
 BU1864
 BU1864                         *CURRENT SURVEY CONTROL
 BU1864  ___________________________________________________________________
 BU1864* NAD 83(1992)-  31 08 33.95719(N)    086 42 01.62201(W)     ADJUSTED  
 BU1864* NAVD 88     -        91.     (meters)     299.     (feet)  SCALED    
 BU1864  ___________________________________________________________________
 BU1864  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 BU1864  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BU1864
 BU1864  HORZ ORDER  -  SECOND
 BU1864
 BU1864.The horizontal coordinates were established by classical geodetic methods
 BU1864.and adjusted by the National Geodetic Survey in December 1992..
 BU1864
 BU1864.The orthometric height was scaled from a topographic map.
 BU1864
 BU1864.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1864
 BU1864.The geoid height was determined by GEOID03.
 BU1864
 BU1864;                    North         East     Units Scale Factor Converg.
 BU1864;SPC AL E     -    71,581.904   117,312.070   MT  1.00004430   -0 26 54.5
 BU1864;SPC AL W     -   126,956.165   676,242.457   MT  1.00000501   +0 24 48.7
 BU1864;UTM  16      - 3,445,462.758   528,554.174   MT  0.99961006   +0 09 17.7
 BU1864
 BU1864!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1864!SPC AL E     -   0.99998996  x   1.00004430  =   1.00003426
 BU1864!SPC AL W     -   0.99998996  x   1.00000501  =   0.99999497
 BU1864!UTM  16      -   0.99998996  x   0.99961006  =   0.99960002
 BU1864
 BU1864|---------------------------------------------------------------------|
 BU1864| PID    Reference Object                     Distance      Geod. Az  |
 BU1864|                                                           dddmmss.s |
 BU1864| CG1450 COUNTY RM 1                          25.990 METERS 03306     |
 BU1864| CS7019 COUNTY RM 3                          27.033 METERS 09015     |
 BU1864| CG1449 COUNTY AZ MK                                       0975525.4 |
 BU1864| CG1451 COUNTY RM 2                          19.250 METERS 33230     |
 BU1864|---------------------------------------------------------------------|
 BU1864
 BU1864                          SUPERSEDED SURVEY CONTROL
 BU1864
 BU1864  NAD 83(1986)-  31 08 33.97170(N)    086 42 01.62264(W) AD(       ) 2
 BU1864  NAD 27      -  31 08 33.34700(N)    086 42 01.77300(W) AD(       ) 2
 BU1864
 BU1864.Superseded values are not recommended for survey control.
 BU1864.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1864.See file dsdata.txt to determine how the superseded data were derived.
 BU1864
 BU1864_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2855445463(NAD 83)
 BU1864_MARKER: DS = TRIANGULATION STATION DISK
 BU1864_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1864_STAMPING: COUNTY 1944
 BU1864_MARK LOGO: CGS   
 BU1864_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU1864_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1864+STABILITY: SURFACE MOTION
 BU1864
 BU1864  HISTORY     - Date     Condition        Report By
 BU1864  HISTORY     - 1944     MONUMENTED       CGS
 BU1864  HISTORY     - 19810903 GOOD             NGS
 BU1864
 BU1864                          STATION DESCRIPTION
 BU1864
 BU1864'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1864'STATION IS LOCATED ON THE COVINGTON-ESCAMBIA COUNTY LINE, ON
 BU1864'THE N SIDE OF U.S. HIGHWAY 29, AND 20 MILES SW OF THE CITY OF
 BU1864'ANDALUSIA.  IT IS 22 FEET N OF ROAD MARKER 0-00, 42.7 FEET N OF
 BU1864'THE CENTER LINE OF THE HIGHWAY, AND 32.6 FEET E OF A FENCE CORNER.
 BU1864'IT IS STAMPED COUNTY 1944 AND IS FLUSH WITH THE GROUND.
 BU1864'
 BU1864'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1864'DISKS SET IN CONCRETE.
 BU1864'
 BU1864'REFERENCE MARK 1 IS 85.33 FEET NE OF THE STATION, 1 FOOT S
 BU1864'OF A FENCE CORNER, AND 37.8 FEET SW OF THE SW CORNER OF A HOUSE.
 BU1864'IT IS STAMPED COUNTY NO 1 1944 AND PROJECTS ABOUT 4 INCHES.
 BU1864'
 BU1864'REFERENCE MARK 2 IS 63.32 FEET NW OF THE STATION AND 1 FOOT E OF A
 BU1864'N-S FENCELINE.  IT IS STAMPED COUNTY NO 2 1944 AND PROJECTS
 BU1864'ABOUT 4 INCHES.
 BU1864'
 BU1864'AZIMUTH MARK IS E OF THE STATION ON THE S SIDE OF U.S.
 BU1864'HIGHWAY 29.  IT IS 2.0 FEET N OF AN E-W FENCE AND 37.5 FEET
 BU1864'S OF THE CENTER LINE OF HIGHWAY 29.  IT IS STAMPED COUNTY 1944
 BU1864'AND PROJECTS ABOUT 6 INCHES.
 BU1864'
 BU1864'ALABAMA GEODETIC SURVEY 51 IS ABOUT 0.65 MILE E OF THE STATION,
 BU1864'ON THE S SIDE OF U.S. HIGHWAY 29 ABOUT 19 MILES SW OF ANDALUSIA.
 BU1864'IT IS 5.0 FEET N OF A FENCE AND 33 FEET S OF THE CENTER LINE
 BU1864'OF THE ROAD.  IT IS AN ALABAMA GEODETIC SURVEY BRONZE DISK
 BU1864'STAMPED ALA. GEODETIC SURVEY 51.
 BU1864'
 BU1864'TO REACH THE STATION FROM THE POST OFFICE IN ANDALUSIA, GO
 BU1864'SW ON U.S. HIGHWAY 29 FOR 18.6 MILES TO THE AZIMUTH MARK ON THE
 BU1864'LEFT, CONTINUE STRAIGHT AHEAD FOR 1.45 MILES TO THE
 BU1864'COVINGTON-ESCAMBIA COUNTY LINE AND STATION ON THE RIGHT.
 BU1864'
 BU1864'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BU1864
 BU1864                          STATION RECOVERY (1981)
 BU1864
 BU1864'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BU1864'THE STATION MARK, REFERENCE MARK NO 1 AND AZIMUTH MARK WERE RECOVERED
 BU1864'IN GOOD CONDITION.  THE AZIMUTH MARK IS NOT VISIBLE AT THIS TIME DUE
 BU1864'TO LIMBS ON LARGE PINE TREES AND THE LINE WAS NOT CLEARED AT THIS
 BU1864'TIME.  REFERENCE MARK NO 2 WAS FOUND IN APPARENTLY GOOD CONDITION IN A
 BU1864'GARDEN LOT, BUT HAD BEEN HIT BY FARM EQUIPMENT AND WAS FOUND TO BE
 BU1864'DISTURBED.  AGS MARK 51 WAS FOUND LEANING ABOUT 30 DEGREES TO THE
 BU1864'SOUTH.  A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE AND
 BU1864'REFERENCE MARK NO 2 WAS REMOVED FROM GARDEN LOT.  A NEW DESCRIPTION
 BU1864'FOLLOWS.  THE STATION IS LOCATED ABOUT 20 MI (32.19 KM) SOUTHWEST OF
 BU1864'ANDALUSIA, ON THE COVINGTON AND ESCAMBIA COUNTY LINE, ALONG THE NORTH
 BU1864'SIDE OF US HIGHWAY 29.  TO REACH FROM THE JUNCTION OF US HIGHWAYS 84
 BU1864'AND 29 AND STATE HIGHWAY 55, IN THE SOUTHWEST EDGE OF ANDALUSIA, GO
 BU1864'SOUTHERLY ON US HIGHWAY 29 FOR 18.35 MI (29.53 KM) TO FIELD ENTRANCE,
 BU1864'METAL GATE AND THE AZIMUTH MARK ON THE LEFT, CONTINUE WEST ON HIGHWAY
 BU1864'29 FOR 0.8 MI (1.29 KM) TO AGS MARK 51 ON THE LEFT, CONTINUE WEST ON
 BU1864'HIGHWAY 29 FOR 0.6 MI (0.97 KM) TO THE COVINGTON AND ESCAMBIA COUNTY
 BU1864'LINE AND STATION ON THE RIGHT. THE STATION IS A STANDARD CGS DISK,
 BU1864'STAMPED COUNTY 1944, SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH
 BU1864'WITH THE GROUND.  IT IS 60 FT (18.29 M) SOUTHWEST OF A 34 INCH LIVE
 BU1864'OAK TREE, 42 FT (12.80 M) NORTH OF THE CENTER OF HIGHWAY 29, 20 FT
 BU1864'(6.10 M) NORTH OF NORTH POST OF COUNTY LINE SIGN, 13.5 FT (4.11 M)
 BU1864'SOUTH SOUTHEAST OF FENCE CORNER AND 1 FT (0.30 M) NORTH OF A METAL
 BU1864'WITNESS POST AND SIGN. REFERENCE MARK NO 1 IS A STANDARD CGS DISK,
 BU1864'STAMPED COUNTY 1944 NO 1, SET IN THE TOP OF A SQUARE CONCRETE POST, 2
 BU1864'INCHES BELOW SURFACE OF GROUND.  IT IS 56 FT (17.07 M) NORTH OF A 34
 BU1864'INCH LIVE OAK TREE, 38 FT (11.58 M) SOUTH SOUTHWEST OF SOUTHWEST
 BU1864'CORNER OF AN ABANDONED HOUSE, 16 FT (4.88 M) SOUTHWEST OF A 34 INCH
 BU1864'MAGNOLIA TREE AND 1 FT (0.30 M) SOUTH OF A METAL WITNESS POST AND
 BU1864'SIGN. REFERENCE MARK NO 3 IS A STANDARD NGS DISK, STAMPED COUNTY 1944
 BU1864'NO 3 1981, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BU1864'GROUND.  IT IS 64 FT (19.51 M) WEST OF A POWER POLE WITH TRANSFORMER,
 BU1864'42.5 FT (12.95 M) NORTH OF THE CENTER OF HIGHWAY 29, 34 FT (10.36 M)
 BU1864'NORTHWEST OF TOP OF WEST END OF CONCRETE CULVERT, 32.5 FT (9.91 M)
 BU1864'EAST SOUTHEAST OF A 34 INCH LIVE OAK TREE AND 1.2 FT (0.37 M) NORTH OF
 BU1864'A METAL WITNESS POST AND SIGN. THE AZIMUTH MARK IS A STANDARD CGS
 BU1864'DISK, STAMPED COUNTY 1944, SET IN THE TOP OF A SQUARE CONCRETE POST,
 BU1864'PROJECTING 3 INCHES.  IT IS 37 FT (11.28 M) SOUTH OF THE CENTER OF
 BU1864'HIGHWAY 29, 10.5 FT (3.20 M) WEST OF THE CENTER OF METAL GATE AND
 BU1864'FIELD ENTRANCE, 4 FT (1.22 M) SOUTH OF SOUTHWEST CORNER OF CONCRETE
 BU1864'CULVERT, 3 FT (0.91 M) NORTHWEST OF WEST GATE POST 2.5 FT (0.76 M)
 BU1864'NORTH OF FENCELINE AND 1.5 FT (0.46 M) NORTH OF A METAL WITNESS POST
 BU1864'AND SIGN. ALABAMA GEODETIC SURVEY STATION 51 IS AN AGS DISK, STAMPED
 BU1864'ALA GEODETIC SURVEY 51, SET IN THE TOP OF A SQUARE CONCRETE POST,
 BU1864'FLUSH WITH THE GROUND AND LEANING TO THE SOUTH. IT IS 33 FT (10.06 M)
 BU1864'SOUTH OF THE CENTER OF HIGHWAY 29 AND 5 FT (1.52 M) NORTH OF A METAL
 BU1864'WITNESS POST AND SIGN IN FENCELINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1897 ***********************************************************************
 BU1897  DESIGNATION -  COUNTY LINE
 BU1897  PID         -  BU1897
 BU1897  STATE/COUNTY-  AL/LOWNDES
 BU1897  USGS QUAD   -  RIDGEVILLE (1981)
 BU1897
 BU1897                         *CURRENT SURVEY CONTROL
 BU1897  ___________________________________________________________________
 BU1897* NAD 83(1992)-  31 57 52.49688(N)    086 48 12.56347(W)     ADJUSTED  
 BU1897* NAVD 88     -       177.8    (meters)     583.     (feet)  VERTCON   
 BU1897  ___________________________________________________________________
 BU1897  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BU1897  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BU1897
 BU1897  HORZ ORDER  -  FIRST
 BU1897
 BU1897.The horizontal coordinates were established by classical geodetic methods
 BU1897.and adjusted by the National Geodetic Survey in December 1992..
 BU1897
 BU1897.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1897.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1897
 BU1897.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1897
 BU1897.The geoid height was determined by GEOID03.
 BU1897
 BU1897;                    North         East     Units Scale Factor Converg.
 BU1897;SPC AL W     -   218,009.044   665,837.048   MT  0.99998677   +0 22 07.5
 BU1897;UTM  16      - 3,536,526.795   518,568.581   MT  0.99960425   +0 06 14.5
 BU1897
 BU1897!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1897!SPC AL W     -   0.99997640  x   0.99998677  =   0.99996317
 BU1897!UTM  16      -   0.99997640  x   0.99960425  =   0.99958066
 BU1897
 BU1897                          SUPERSEDED SURVEY CONTROL
 BU1897
 BU1897  NAD 83(1986)-  31 57 52.50464(N)    086 48 12.56524(W) AD(       ) 1
 BU1897  NAD 27      -  31 57 51.97000(N)    086 48 12.63800(W) AD(       ) 1
 BU1897  NGVD 29 (07/19/86)  177.7    (m)          583.     (f) VERT ANG       
 BU1897
 BU1897.Superseded values are not recommended for survey control.
 BU1897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1897.See file dsdata.txt to determine how the superseded data were derived.
 BU1897
 BU1897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1856936527(NAD 83)
 BU1897_MARKER: H = DRILL HOLE
 BU1897_SETTING: 80 = SET IN A BOULDER
 BU1897_SP_SET: SET IN A DRILL HOLE IN A BOULDER
 BU1897_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1897+STABILITY: SURFACE MOTION
 BU1897
 BU1897  HISTORY     - Date     Condition        Report By
 BU1897  HISTORY     - 1892     MONUMENTED       CGS
 BU1897  HISTORY     - 1933     POOR             CGS
 BU1897
 BU1897                          STATION DESCRIPTION
 BU1897
 BU1897'DESCRIBED BY COAST AND GEODETIC SURVEY 1892 (FWP)
 BU1897'IN THE NE CORNER SW 1/4 SEC. 31, T. 12 N., R. 13 E., ST.
 BU1897'STEPHENS MERIDIAN, IN THE SW CORNER OF THE COUNTY, ABOUT 300
 BU1897'YARDS N OF THE BUTLER COUNTY LINE, AND ON THE HIGHEST PART OF
 BU1897'THE HILL KNOWN AS THE COUNTY LINE HILL.  THE TOP OF THE HILL
 BU1897'IS OWNED BY S.W. ZILL ESTATE, THE RESIDENCE BEING WITHIN 200
 BU1897'YARDS OF THE STATION.  GREENVILLE ON THE MOBILE AND MONTGOMERY
 BU1897'RAILROAD IS ABOUT 14 MILES DISTANT.
 BU1897'
 BU1897'THE STATION IS MARKED BY AN IRREGULAR-SHAPED LIMESTONE,
 BU1897'MEASURING APPROXIMATELY 2 BY 2 BY 2 FEET, AND WEIGHING 500 OR
 BU1897'600 POUNDS.  THE TOP OF THE ROCK IS 8 OR 9 INCHES BELOW THE
 BU1897'SURFACE, AND IN IT A 3/4-INCH HOLE IS DRILLED 6 INCHES DEEP IN
 BU1897'THE CENTER OF A TRIANGLE, MARKING THE CENTER OF THE STATION.
 BU1897'THE UNDERGROUND MARK IS A 1-GALLON JUG, 6 BY 11 INCHES, BURIED
 BU1897'MOUTH UPWARD 2 OR 3 FEET BELOW THE SURFACE OF THE GROUND, THE
 BU1897'CENTER OF THE MOUTH OF THE JUG MARKING THE CENTER OF THE
 BU1897'STATION.
 BU1897
 BU1897                          STATION RECOVERY (1933)
 BU1897
 BU1897'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BU1897'STATION IS NEAR COUNTY LINE BETWEEN BUTLER AND LOWNDES COUNTIES,
 BU1897'5-1/2 MILES SE OF MACEDONIA, AND ON THE PROPERTY OWNED BY MRS. RALPH
 BU1897'PEGLER.
 BU1897'
 BU1897'THIS STATION SITE WAS VISITED.  SURFACE MARK, A STONE, 3-1/2
 BU1897'BY 1-1/2 BY 1-1/2 FEET, WAS FOUND.  THE DRILL HOLE AND TRIANGLE
 BU1897'WERE FOUND.
 BU1897'
 BU1897'IT WAS FOUND THAT THE STONE HAD BEEN MOVED TO THE SE AND WAS
 BU1897'ON EDGE WITH THE DRILL HOLE ON THE UNDER SIDE.  DIGGING SOON
 BU1897'SHOWED THAT THE REPORT THAT THE UNDERGROUND MARK HAD BEEN
 BU1897'REMOVED WAS TRUE.  SOFT AND DISCOLORED EARTH IDENTIFIED THE
 BU1897'OLD POSITION OF THE JUG.  THE HOLE WAS DUG OUT TO A DEPTH OF
 BU1897'4-1/2 FEET WITHOUT FINDING THE JUG.  THE OLD SURFACE MARK IS
 BU1897'LYING OVER THE HOLE DUG OUT IN THE SEARCH FOR THE UNDERGROUND
 BU1897'MARK.  IT IS THOUGHT TO BE WITHIN A FEW FEET OF THE ORIGINAL
 BU1897'STATION SITE.
 BU1897'
 BU1897'TO REACH STATION, GO TO THE VILLAGE OF BRAGGS ON STATE HIGHWAY
 BU1897'FROM MT. WILLING TO SNOW HILL, AND 6-1/2 MILES W OF MT. WILLING.
 BU1897'AT BRAGGS JUST OPPOSITE THE CHURCH AT W END OF THE VILLAGE,
 BU1897'TURN LEFT AND GO S FOR 3.2 MILES TO VILLAGE OF MACEDONIA.  FROM
 BU1897'HERE A WAGON OR SADDLE HORSE WILL HAVE TO BE USED.  MR. THOMAS
 BU1897'BENDER, THE POSTMASTER AT MACEDONIA, CAN FURNISH TRANSPORTATION.
 BU1897'THE HILL IS 5-1/2 MILES SE.  THE TIMBER ON THE HILL IS ALL
 BU1897'CUTOFF EXCEPT A FEW TREES ABOUT 40 FEET HIGH.  A FARMHOUSE
 BU1897'STANDS JUST BELOW THE HILL WHERE A TENANT OF THE OWNER LIVES.
 BU1897'SUPPLIES IN GREENVILLE.
 BU1897'
 BU1897'IT IS RECOMMENDED THAT THIS STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1896 ***********************************************************************
 BU1896  DESIGNATION -  COUNTY LINE 2
 BU1896  PID         -  BU1896
 BU1896  STATE/COUNTY-  AL/LOWNDES
 BU1896  USGS QUAD   -  RIDGEVILLE (1981)
 BU1896
 BU1896                         *CURRENT SURVEY CONTROL
 BU1896  ___________________________________________________________________
 BU1896* NAD 83(1992)-  31 57 52.49219(N)    086 48 12.56904(W)     ADJUSTED  
 BU1896* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 BU1896  ___________________________________________________________________
 BU1896  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BU1896  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BU1896
 BU1896  HORZ ORDER  -  SECOND
 BU1896
 BU1896.The horizontal coordinates were established by classical geodetic methods
 BU1896.and adjusted by the National Geodetic Survey in December 1992..
 BU1896
 BU1896.The orthometric height was scaled from a topographic map.
 BU1896
 BU1896.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1896
 BU1896.The geoid height was determined by GEOID03.
 BU1896
 BU1896;                    North         East     Units Scale Factor Converg.
 BU1896;SPC AL W     -   218,008.899   665,836.903   MT  0.99998677   +0 22 07.5
 BU1896;UTM  16      - 3,536,526.651   518,568.435   MT  0.99960425   +0 06 14.5
 BU1896
 BU1896!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1896!SPC AL W     -   0.99997636  x   0.99998677  =   0.99996313
 BU1896!UTM  16      -   0.99997636  x   0.99960425  =   0.99958062
 BU1896
 BU1896|---------------------------------------------------------------------|
 BU1896| PID    Reference Object                     Distance      Geod. Az  |
 BU1896|                                                           dddmmss.s |
 BU1896| CG1452 COUNTY LINE 2 RM 1                   27.751 METERS 01928     |
 BU1896| BU1878 BEACON 24 GREEN AIRWAY 6            APPROX.14.8 KM 1470637.3 |
 BU1896| CG1453 COUNTY LINE 2 RM 2                   21.275 METERS 25936     |
 BU1896| CN2956 LOVERS LEAP RESET                   APPROX.22.8 KM 3553853.2 |
 BU1896|---------------------------------------------------------------------|
 BU1896
 BU1896                          SUPERSEDED SURVEY CONTROL
 BU1896
 BU1896  NAD 83(1986)-  31 57 52.49856(N)    086 48 12.56033(W) AD(       ) 2
 BU1896  NAD 27      -  31 57 51.96400(N)    086 48 12.62900(W) AD(       ) 2
 BU1896
 BU1896.Superseded values are not recommended for survey control.
 BU1896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1896.See file dsdata.txt to determine how the superseded data were derived.
 BU1896
 BU1896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA1856836527(NAD 83)
 BU1896_MARKER: DS = TRIANGULATION STATION DISK
 BU1896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1896_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU1896
 BU1896  HISTORY     - Date     Condition        Report By
 BU1896  HISTORY     - 1944     MONUMENTED       CGS
 BU1896  HISTORY     - 1981     GOOD             NGS
 BU1896
 BU1896                          STATION DESCRIPTION
 BU1896
 BU1896'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1896'STATION IS LOCATED ON THE HIGHEST PART OF A WOODEN HILL KNOWN
 BU1896'AS COUNTY LINE HILL, ABOUT 14 MILES (AIR LINE) FROM THE CITY
 BU1896'OF GREENVILLE.  IT IS ABOUT 150 FEET E OF THE RIDGE OF AN OLD
 BU1896'GRAVEL PIT AND 20.2 FEET S OF A TRIANGULAR BLAZE ON A 6-INCH
 BU1896'PINE.  IT IS STAMPED COUNTY LINE 2 1944 AND IS FLUSH WITH THE
 BU1896'GROUND.
 BU1896'
 BU1896'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET
 BU1896'IN CONCRETE.
 BU1896'
 BU1896'REFERENCE MARK 1 IS N OF THE STATION, ON THE EDGE OF THE RIDGE.
 BU1896'IT IS STAMPED COUNTY LINE 2 NO 1 1944 AND PROJECTS ABOUT 4 INCHES.
 BU1896'
 BU1896'REFERENCE MARK 2 IS WSW OF THE STATION AND 45.5 FEET E OF THE
 BU1896'RIDGE OF THE GRAVEL PIT.  IT IS STAMPED COUNTY LINE 2 NO 2 1944
 BU1896'AND PROJECTS ABOUT 4 INCHES.
 BU1896'
 BU1896'NO AZIMUTH MARK WAS SET.
 BU1896'
 BU1896'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 31
 BU1896'AND STATE HIGHWAY 10 IN THE CITY OF GREENVILLE, GO N ON HIGHWAY
 BU1896'31 FOR 14.2 MILES TO A T-ROAD RIGHT (JUST BEFORE REACHING A
 BU1896'DOUBLE FORK LEADING TO FORK DEPOSIT), TURN LEFT AND GO 10.1 MILES
 BU1896'TO A T-INTERSECTION.  TURN LEFT ON BLACK-TOP ROAD AND GO 6.2
 BU1896'MILES TO BRAGGS POST OFFICE, CONTINUE STRAIGHT AHEAD 0.1 MILE
 BU1896'TO A WHITE CHURCH ON THE RIGHT AND A T-ROAD LEFT, TURN LEFT
 BU1896'AND GO 6.2 MILES TO A FORK (JUST BEFORE REACHING COUNTY LINE
 BU1896'GRAVEYARD).  TURN LEFT UPHILL FOR 0.2 MILE TO OLD GRAVEL PIT
 BU1896'AND END OF ROAD AND TRUCK TRAVEL (TRIANGULAR BLAZE ON PINE
 BU1896'TREE ON TOP OF BANK).  CONTINUE STRAIGHT AHEAD ABOUT 150 FEET
 BU1896'TO STATION.
 BU1896'
 BU1896'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BU1896
 BU1896                          STATION RECOVERY (1981)
 BU1896
 BU1896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BU1896'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  A NEW DESCRIPTION
 BU1896'FOLLOWS--
 BU1896'
 BU1896'STATION IS LOCATED ABOUT 14 MILES NORTHWEST OF GREENVILLE ON THE
 BU1896'HIGHEST POINT OF A HILL, KNOWN AS COUNTY LINE HILL.
 BU1896'
 BU1896'TO REACH FROM THE JUNCTION OF STATE HIGHWAY 185 AND INTERSTATE
 BU1896'HIGHWAY 65 OVERPASS IN THE NORTHWEST PART OF GREENVILLE, GO NORTHWEST
 BU1896'ON STATE HIGHWAY 185 FOR 2.4 MILES TO JUNCTION OF STATE HIGHWAY 263 ON
 BU1896'THE LEFT, TURN LEFT AND GO NORTHWEST ON STATE HIGHWAY 263 FOR 15.1
 BU1896'MILES, CROSSING THE COUNTYLINE TO A GRAVEL SIDEROAD ON THE LEFT, TURN
 BU1896'LEFT AND GO SOUTHERLY ON GRAVEL ROAD FOR 6.3 MILES TO A WOODS ROAD
 BU1896'AT AN ANGLE ON THE LEFT, TURN LEFT AND FOLLOW WOODS ROAD SOUTHERLY FOR
 BU1896'0.2 MILE TO CATTLE GAURD AND CABLE ACROSS ROAD.  FROM HERE WALK WEST
 BU1896'ABOUT 200 YARDS TO HIGHEST POINT OF RIDGE AND STATION.
 BU1896'
 BU1896'STATION MARK IS A STANDARD DISK, STAMPED---COUNTY LINE 2 1944---SET
 BU1896'IN TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS IN
 BU1896'THE EAST RUT OF A DIM LOG ROAD, 150 FEET EAST-NORTHEAST OF THE EDGE
 BU1896'OF AN OLD GRAVEL PIT, 20.2 FEET SOUTH-SOUTHEAST OF A 12 INCH PINE
 BU1896'TREE WITH TRIANGULAR BLAZE AND 1 FOOT WEST OF A METAL WITNESS POST AND
 BU1896'SIGN.
 BU1896'
 BU1896'REFERENCE MARK NO. 1 IS A STANDARD DISK, STAMPED---COUNTY LINE 2
 BU1896'NO 1 1944---SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 4
 BU1896'INCHES.  IT IS 91.05 FEET NORTH OF THE STATION, ON THE WEST EDGE OF
 BU1896'THE RIDGE AND 0.8 FOOT EAST OF A METAL WITNESS POST AND SIGN.
 BU1896'
 BU1896'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED---COUNTY LINE 2
 BU1896'NO 2 1944---SET IN TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE
 BU1896'GROUND.  IT IS 69.80 FEET WEST-SOUTHWEST OF THE STATION, ON THE WEST
 BU1896'SIDE OF THE RIDGE, 45.5 FEET EAST-NORTHEAST OF THE EDGE OF OLD GRAVEL
 BU1896'PIT AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2052 ***********************************************************************
 BH2052  DESIGNATION -  CRAFT FIRE TOWER
 BH2052  PID         -  BH2052
 BH2052  STATE/COUNTY-  AL/MOBILE
 BH2052  USGS QUAD   -  SEMMES (1985)
 BH2052
 BH2052                         *CURRENT SURVEY CONTROL
 BH2052  ___________________________________________________________________
 BH2052* NAD 83(1992)-  30 45 55.61305(N)    088 15 02.77434(W)     ADJUSTED  
 BH2052* NAVD 88     -                                                        
 BH2052  ___________________________________________________________________
 BH2052  LAPLACE CORR-           0.18  (seconds)                    DEFLEC99
 BH2052  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 BH2052
 BH2052  HORZ ORDER  -  THIRD
 BH2052
 BH2052.The horizontal coordinates were established by classical geodetic methods
 BH2052.and adjusted by the National Geodetic Survey in May 1994..
 BH2052
 BH2052
 BH2052.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2052
 BH2052.The geoid height was determined by GEOID03.
 BH2052
 BH2052;                    North         East     Units Scale Factor Converg.
 BH2052;SPC AL W     -    85,091.974   528,127.109   MT  0.99999703   -0 23 02.6
 BH2052;UTM  16      - 3,404,276.560   380,298.027   MT  0.99977675   -0 38 23.6
 BH2052
 BH2052                          SUPERSEDED SURVEY CONTROL
 BH2052
 BH2052  NAD 83(1992)-  30 45 55.61281(N)    088 15 02.77416(W) AD(       ) 4
 BH2052  NAD 83(1986)-  30 45 55.63161(N)    088 15 02.77682(W) AD(       ) 4
 BH2052  NAD 27      -  30 45 54.95900(N)    088 15 02.75700(W) AD(       ) 3
 BH2052
 BH2052.Superseded values are not recommended for survey control.
 BH2052.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2052.See file dsdata.txt to determine how the superseded data were derived.
 BH2052
 BH2052_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV8029804277(NAD 83)
 BH2052_MARKER: 57 = LOOKOUT TOWER
 BH2052
 BH2052  HISTORY     - Date     Condition        Report By
 BH2052  HISTORY     - 1942     FIRST OBSERVED   CGS
 BH2052
 BH2052                          STATION DESCRIPTION
 BH2052
 BH2052'DESCRIBED BY COAST AND GEODETIC SURVEY 1942 (RAE)
 BH2052'STATION IS A GREY STEEL FIRE TOWER, 105 FEET HIGH, AND USED FOR
 BH2052'FOREST FIRE OBSERVATIONS BY THE UNITED STATES FORESTRY SERVICE.  IT
 BH2052'IS 135.0 FEET FROM N-S FENCE LINE TO TOWER.
 BH2052'
 BH2052'TO REACH FROM SEMMES, ALABAMA, GO E BY S ON HIGHWAY 42 FOR 0.5 MILE
 BH2052'TO A SMALL DIRT TRAIL LEADING OFF TO THE RIGHT.  THE TURN IS BY A
 BH2052'BIG WHITE HOUSE.  PROCEED ON TRAIL FOR 0.8 MILE TO TOWER WHICH IS
 BH2052'LOCATED ON LEFT SIDE OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1465 ***********************************************************************
 BV1465  DESIGNATION -  CRAGER
 BV1465  PID         -  BV1465
 BV1465  STATE/COUNTY-  AL/WASHINGTON
 BV1465  USGS QUAD   -  CHATOM (1974)
 BV1465
 BV1465                         *CURRENT SURVEY CONTROL
 BV1465  ___________________________________________________________________
 BV1465* NAD 83(1992)-  31 27 54.22170(N)    088 18 31.25871(W)     ADJUSTED  
 BV1465* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 BV1465  ___________________________________________________________________
 BV1465  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 BV1465  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BV1465
 BV1465  HORZ ORDER  -  FIRST
 BV1465
 BV1465.The horizontal coordinates were established by classical geodetic methods
 BV1465.and adjusted by the National Geodetic Survey in December 1992..
 BV1465
 BV1465.The orthometric height was scaled from a topographic map.
 BV1465
 BV1465.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1465
 BV1465.The geoid height was determined by GEOID03.
 BV1465
 BV1465;                    North         East     Units Scale Factor Converg.
 BV1465;SPC AL W     -   162,696.195   523,148.639   MT  1.00000615   -0 25 19.7
 BV1465;SPC MS E     -   217,956.306   349,859.354   MT  0.99998065   +0 16 25.9
 BV1465;SPC MS E     -   715,078.31  1,147,830.23   sFT  0.99998065   +0 16 25.9
 BV1465;UTM  16      - 3,481,885.534   375,670.662   MT  0.99979065   -0 40 59.5
 BV1465
 BV1465!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1465!SPC AL W     -   0.99999206  x   1.00000615  =   0.99999821
 BV1465!SPC MS E     -   0.99999206  x   0.99998065  =   0.99997271
 BV1465!UTM  16      -   0.99999206  x   0.99979065  =   0.99978271
 BV1465
 BV1465|---------------------------------------------------------------------|
 BV1465| PID    Reference Object                     Distance      Geod. Az  |
 BV1465|                                                           dddmmss.s |
 BV1465| BV1467 CRAGER 2                             16.319 METERS 00944     |
 BV1465| BV1425 YARBO INGRAM DAY LUMBER CO TK       APPROX. 9.1 KM 0192422.6 |
 BV1465| BV1421 JORDAN LOOKOUT TOWER                APPROX. 9.3 KM 0382544.7 |
 BV1465| BV1466 CRAGER RM 1                          36.429 METERS 06816     |
 BV1465| BV1468 CRAGER RM 2                          58.514 METERS 18944     |
 BV1465| CF9460 CRAGER AZ MK                                       1964810.0 |
 BV1465| BV1474 MILSTEAD LOOKOUT TOWER              APPROX. 8.9 KM 2282802.1 |
 BV1465| BV0204 JOE                                 APPROX.13.9 KM 2613708.6 |
 BV1465|---------------------------------------------------------------------|
 BV1465
 BV1465                          SUPERSEDED SURVEY CONTROL
 BV1465
 BV1465  NAD 83(1986)-  31 27 54.23591(N)    088 18 31.26051(W) AD(       ) 1
 BV1465  NAD 27      -  31 27 53.64600(N)    088 18 31.21100(W) AD(       ) 1
 BV1465
 BV1465.Superseded values are not recommended for survey control.
 BV1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1465.See file dsdata.txt to determine how the superseded data were derived.
 BV1465
 BV1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7567181886(NAD 83)
 BV1465_MARKER: DS = TRIANGULATION STATION DISK
 BV1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1465
 BV1465  HISTORY     - Date     Condition        Report By
 BV1465  HISTORY     - 1939     MONUMENTED       CGS
 BV1465  HISTORY     - 1943     GOOD             CGS
 BV1465  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BV1465  HISTORY     - 1969     SEE DESCRIPTION  CGS
 BV1465
 BV1465                          STATION DESCRIPTION
 BV1465
 BV1465'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (FBQ)
 BV1465'STATION IS LOCATED 3.1 MILES W OF CHATOM ON THE HIGHEST POINT OF
 BV1465'A HILL AT THE SPRING BANK CHURCH AND CEMETERY, ON LAND OWNED BY
 BV1465'W.W. CRAGER WHO LIVES 1/4 MILE SW OF THE STATION. IT IS IN THE NW
 BV1465'1/4 OF SEC. 29, T. 6 N, R. 3 W. IT IS 63 FEET S OF THE SE CORNER OF
 BV1465'SPRING BANK CHURCH, 114 FEET WSW OF THE CORNER OF THE CEMETERY,
 BV1465'25 FEET NE OF A 30-INCH PINE TREE, 23 FEET NW OF A 30-INCH
 BV1465'PINE TREE AND IN THE SW CORNER OF THE ROAD INTERSECTION. THE
 BV1465'MARK IS FLUSH WITH THE GROUND AND IS STAMPED CRAGER 1939.
 BV1465'
 BV1465'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BV1465'DISKS SET IN CONCRETE.
 BV1465'
 BV1465'REFERENCE MARK NO.1 PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 BV1465'STAMPED CRAGER NO.1 1939. IT IS 119.55 FEET NE OF THE STATION IN
 BV1465'THE W FENCE OF THE CEMETERY, 29 FEET N OF THE SW FENCE CORNER OF
 BV1465'THE CEMETERY AND 88 FEET E OF THE E END OF SPRING BANK CHURCH.
 BV1465'
 BV1465'REFERENCE MARK NO.2 PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 BV1465'STAMPED CRAGER NO.2 1939. IT IS 192.00 FEET S OF THE STATION, IN
 BV1465'THE E-W FENCE LINE, 60 FEET W OF THE CENTER OF THE N-S ROAD, 35
 BV1465'FEET W OF THE NE FENCE CORNER AND 55 FEET E OF THE SW FENCE CORNER.
 BV1465'
 BV1465'*THE AZIMUTH MARK IS ABOUT 0.15 MILE SSW OF THE STATION, IN THE E-W
 BV1465'FENCE LINE ON THE N SIDE OF THE ROAD, 15 FEET N OF THE CENTER OF
 BV1465'THE ROAD. THE MARK PROJECTS 6 INCHES ABOVE THE GROUND AND IS
 BV1465'STAMPED CRAGER 1939.
 BV1465'
 BV1465'TO REACH THE STATION FROM CHATOM DRIVE W ON THE STREET ALONG THE S
 BV1465'SIDE OF THE COURTHOUSE FOR 3.1 MILES TO A CROSS ROAD AND SPRING BANK
 BV1465'CHURCH ON THE RIGHT AND THE STATION IN THE SW CORNER OF THE
 BV1465'INTERSECTION.
 BV1465'
 BV1465'*NOTE--IMPOSSIBLE TO PUT AZIMUTH MARK FARTHER FROM STATION DUE
 BV1465'TO TIMBER IN THIS LOCALITY.
 BV1465'
 BV1465'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BV1465
 BV1465                          STATION RECOVERY (1943)
 BV1465
 BV1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1465'STATION WAS RECOVERED AS DESCRIBED, ALL MARKS WERE FOUND TO BE
 BV1465'IN GOOD CONDITION, ALL DISTANCES TO REFERENCE MARKS WERE CHECKED
 BV1465'AND FOUND TO BE CORRECT. A SLIGHT DIFFERENCE WAS FOUND IN THE
 BV1465'DIRECTION TO THE AZIMUTH AND REFERENCE MARKS AS SHOWN.
 BV1465
 BV1465                          STATION RECOVERY (1969)
 BV1465
 BV1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HPF)
 BV1465'STATION MARK DESTROYED BY ROAD CHANGE AND NEW PARKING LOT FOR
 BV1465'CHURCH.
 BV1465'
 BV1465'REF. MKS. 1 AND 2 FOUND IN GOOD CONDITION.
 BV1465'
 BV1465'REF. MK NO. 2 CAN BE PANELED BY X-PANEL.
 BV1465'
 BV1465'REF. MK. NO. 2 CAN BE PANELED BY T-PANEL.
 BV1465
 BV1465                          STATION RECOVERY (1969)
 BV1465
 BV1465'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BV1465'THE STATION WAS VISITED 12/8/69 AND REFERENCE MARKS 1 AND 2 WERE
 BV1465'FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS DESTROYED PRIOR TO
 BV1465'THIS DATE.  THE MEASUREMENTS TO THE REFERENCE MARKS SHOWED THE
 BV1465'STATION MARK TO BE NEAR THE CENTER OF STATE HIGHWAY 56.  A POINT
 BV1465'REPRESENTING THE STATION WAS ESTABLISHED BY ANGLES FROM THE
 BV1465'REFERENCE MARKS AND DISTANCE BETWEEN THE REFERENCE MARKS AS
 BV1465'DETERMINED BY A SIDE-ANGLE-SIDE COMPUTATION.  FROM THIS POINT A
 BV1465'NEW STATION WAS ESTABLISHED 16.319 METERS NORTH AND IN LINE
 BV1465'WITH THE STATION AND REFERENCE MARK NO. 2.  SEE DESCRIPTION FOR
 BV1465'CRAGER 2 1969.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1467 ***********************************************************************
 BV1467  DESIGNATION -  CRAGER 2
 BV1467  PID         -  BV1467
 BV1467  STATE/COUNTY-  AL/WASHINGTON
 BV1467  USGS QUAD   -  CHATOM (1974)
 BV1467
 BV1467                         *CURRENT SURVEY CONTROL
 BV1467  ___________________________________________________________________
 BV1467* NAD 83(1992)-  31 27 54.74393(N)    088 18 31.15420(W)     ADJUSTED  
 BV1467* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 BV1467  ___________________________________________________________________
 BV1467  LAPLACE CORR-          -1.77  (seconds)                    DEFLEC99
 BV1467  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BV1467
 BV1467  HORZ ORDER  -  SECOND
 BV1467
 BV1467.The horizontal coordinates were established by classical geodetic methods
 BV1467.and adjusted by the National Geodetic Survey in December 1992..
 BV1467.No horizontal observational check was made to the station.
 BV1467
 BV1467.The orthometric height was scaled from a topographic map.
 BV1467
 BV1467.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1467
 BV1467.The geoid height was determined by GEOID03.
 BV1467
 BV1467;                    North         East     Units Scale Factor Converg.
 BV1467;SPC AL W     -   162,712.259   523,151.516   MT  1.00000615   -0 25 19.6
 BV1467;UTM  16      - 3,481,901.581   375,673.612   MT  0.99979065   -0 40 59.4
 BV1467
 BV1467!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1467!SPC AL W     -   0.99999206  x   1.00000615  =   0.99999821
 BV1467!UTM  16      -   0.99999206  x   0.99979065  =   0.99978271
 BV1467
 BV1467|---------------------------------------------------------------------|
 BV1467| PID    Reference Object                     Distance      Geod. Az  |
 BV1467|                                                           dddmmss.s |
 BV1467| BV1466 CRAGER RM 1                          31.189 METERS 09446     |
 BV1467| BV1465 CRAGER                               16.319 METERS 18944     |
 BV1467| BV1468 CRAGER RM 2                          74.833 METERS 18944     |
 BV1467| CF9461 CRAGER 2 RM 3                                      2941719.6 |
 BV1467|---------------------------------------------------------------------|
 BV1467
 BV1467                          SUPERSEDED SURVEY CONTROL
 BV1467
 BV1467  NAD 83(1986)-  31 27 54.75816(N)    088 18 31.15602(W) AD(       ) 2
 BV1467  NAD 27      -  31 27 54.16824(N)    088 18 31.10646(W) AD(       ) 2
 BV1467
 BV1467.Superseded values are not recommended for survey control.
 BV1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1467.See file dsdata.txt to determine how the superseded data were derived.
 BV1467
 BV1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7567481902(NAD 83)
 BV1467_MARKER: DS = TRIANGULATION STATION DISK
 BV1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1467_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BV1467
 BV1467  HISTORY     - Date     Condition        Report By
 BV1467  HISTORY     - 1969     MONUMENTED       CGS
 BV1467  HISTORY     - 1974     GOOD             NGS
 BV1467
 BV1467                          STATION DESCRIPTION
 BV1467
 BV1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BV1467'THE STATION IS LOCATED 3 MILES WEST OF CHATOM, ON A HILLTOP ON
 BV1467'NORTHERLY SIDE OF STATE HIGHWAY 56 AND JUST SOUTH OF THE SPRING BANK
 BV1467'BAPTIST CHURCH, IN THE NORTHWEST QUARTER OF SECTION 29, T6N, R3W.
 BV1467'IT IS 69.5 FEET SOUTH-SOUTHWEST OF THE PROJECTED PLANE OF THE
 BV1467'SOUTH-SOUTHWEST WALL OF THE SPRING BANK BAPTIST CHURCH, 2.4 FEET
 BV1467'EAST-SOUTHEAST OF THE PROJECTED PLANE OF THE EAST-SOUTHEAST WALL
 BV1467'OF THE CHURCH, 69.5 FEET SOUTH-SOUTHWEST OF THE SOUTHEASTERLY
 BV1467'CORNER OF THE CHURCH, 110 FEET SOUTHEAST OF A 30-INCH OAK
 BV1467'TREE, 72 FEET EAST-SOUTHEAST OF POWER LINE POLE, 81 FEET WEST
 BV1467'OF THE CENTER OF DIRT ROAD, 49 FEET NORTH-NORTHEAST OF CENTER
 BV1467'OF S.H. 56, 1.5 FEET SOUTH-SOUTHWEST OF WITNESS POST IN WHITE
 BV1467'BOARD FENCE LINE AND 1 FOOT NORTH-NORTHEAST OF EDGE OF
 BV1467'CHURCH PARKING LOT ADJOINING HIGHWAY. IT IS A C AND GS
 BV1467'TRIANGULATION STATION MARK DISK, STAMPED CRAGER 2 1969, PROJECTING
 BV1467'1 INCH.
 BV1467'
 BV1467'REFERENCE MARK NO. 1 IS 102.36 FEET EAST OF THE STATION. IT IS 46
 BV1467'FEET SOUTH-SOUTHWEST OF PROJECTED PLANE OF THE SOUTH-SOUTHWEST WALL
 BV1467'OF THE CHURCH, 109 FEET SOUTHEAST OF SOUTHEAST CHURCH CORNER, 83.5
 BV1467'FEET NORTH-NORTHEAST OF CENTER OF S.H. 56, 22 FEET EAST OF CENTER
 BV1467'OF DIRT ROAD, 46 FEET NORTH-NORTHWEST OF POWERLINE BRACE POLE,
 BV1467'30 FEET NORTH OF SOUTHEAST CORNER OF CEMETERY FENCE, 17.6 FEET
 BV1467'SOUTH-SOUTHWEST OF TOP CENTER OF HEAD STONE AT GRAVE OF JAMES
 BV1467'P.  WILLIAMS AND 1 FOOT EAST OF EAST CEMETERY FENCE AND 1 FOOT
 BV1467'WEST OF WITNESS POST.
 BV1467'
 BV1467'REFERENCE MARK NO. 2 IS 245.50 FEET SOUTH OF THE STATION. IT IS
 BV1467'AT SOUTH CENTRAL EDGE OF SMALL WOOD LOT THAT IS AT NORTHEAST CORNER
 BV1467'OF FIELD, 49.5 FEET EAST-SOUTHEAST OF PROJECTED PLANE OF
 BV1467'EAST-SOUTHEAST WALL OF THE CHURCH, 195 FEET SOUTH-SOUTHWEST OF
 BV1467'THE CENTERLINE OF THE HIGHWAY, 66 FEET WEST OF THE CENTER OF THE
 BV1467'BLADED DIRT ROAD, 55 FEET EAST OF FENCE CORNER AT SOUTHWEST
 BV1467'CORNER OF WOOD LOT, 58.5 FEET SOUTH OF 12-INCH DOUBLE TRUNK OAK
 BV1467'THAT IS AT CENTER OF WOOD LOT AND THE SOUTHEAST 1 OF 2 SUCH OAKS,
 BV1467'35 FEET WEST OF FENCE CORNER AT SOUTHEAST CORNER OF WOOD LOT AND 1
 BV1467'FOOT SOUTH OF WITNESS POST THAT IS SET IN SOUTH FENCE LINE OF
 BV1467'WOOD LOT.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED CRAGER NO
 BV1467'2 1939, PROJECTING 2 INCHES.
 BV1467'
 BV1467'TO REACH THE STATION FROM THE POST OFFICE IN CHATOM, GO NORTHERLY
 BV1467'ON STATE HIGHWAY 17 AND 56 FOR 0.15 MILE TO SIGNAL LIGHT AND SIDE
 BV1467'ROAD LEFT. TURN LEFT AND GO WESTERLY ON S.H. 56 FOR 3.4 MILES TO
 BV1467'THE SPRING BANK BAPTIST CHURCH AND CEMETERY ON THE RIGHT AT THE
 BV1467'TOP OF A HILL, AND THE STATION ON THE NORTH RIGHT-OF-WAY OF THE
 BV1467'HIGHWAY AND AT THE SOUTH SIDE OF THE CHURCH YARD.
 BV1467'
 BV1467'NOTE-- THE ARROW ON THE DISK AT REFERENCE MARK NO. 1 DOES NOT
 BV1467'POINT TO THE STATION.
 BV1467
 BV1467                          STATION RECOVERY (1974)
 BV1467
 BV1467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (AKH)
 BV1467'THE STATION WAS VISITED 6-24-74 TO ESTABLISH AN AZIMUTH MARK FOR
 BV1467'THE STATION. THIS WAS DONE BY ESTABLISHING REFERENCE MARK NO. 3
 BV1467'AND OBSERVING A POLARIS ON THE MARK. THE ORIGINAL DESCRIPTION FOR
 BV1467'THE STATION IS ADEQUATE. THE ANGLES BETWEEN THE REFERENCE MARKS
 BV1467'WERE OBSERVED AND CHECK VERY GOOD. THE DISTANCE TO THE REFERENCE
 BV1467'MARKS AS SHOWN ARE THE 1969 MEASUREMENTS. A DESCRIPTION
 BV1467'FOR REFERENCE MARK NO. 3 FOLLOWS--
 BV1467'
 BV1467'REFERENCE MARK NO. 3 (AZIMUTH MARK) IS 0.35 MILE WEST OF THE STAION
 BV1467'ON THE NORTH RIGHT OF WAY OF STATE HIGHWAY 56. IT IS 55.5 FEET
 BV1467'NORTH OF THE CENTERLINE OF STATE HIGHWAY 56, 3.5 FEET NORTH OF A
 BV1467'POWER POLE, 1.5 FEET SOUTH OF A FENCE LINE, 132 FEET WEST OF THE
 BV1467'PROJECTED CENTERLINE OF A DRIVEWAY LEADING SOUTH TO A BRICK HOUSE
 BV1467'OWNED BY MR. W.F. VANN, AND 1 FOOT NORTH OF A METAL WITNESS
 BV1467'POST.  IT IS A REFERENCE MARK DISK STAMPED CRAGER 2 NO. 3 1947,
 BV1467'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1025 ***********************************************************************
 CM1025  DESIGNATION -  CRAWFORD
 CM1025  PID         -  CM1025
 CM1025  STATE/COUNTY-  AL/RUSSELL
 CM1025  USGS QUAD   -  CRAWFORD (1984)
 CM1025
 CM1025                         *CURRENT SURVEY CONTROL
 CM1025  ___________________________________________________________________
 CM1025* NAD 83(1992)-  32 27 58.57664(N)    085 12 00.75140(W)     ADJUSTED  
 CM1025* NAVD 88     -       147.971  (meters)     485.47   (feet)  ADJUSTED  
 CM1025  ___________________________________________________________________
 CM1025  LAPLACE CORR-           2.02  (seconds)                    DEFLEC99
 CM1025  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CM1025  DYNAMIC HT  -         147.800 (meters)     484.91  (feet)  COMP
 CM1025  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 CM1025
 CM1025  HORZ ORDER  -  SECOND
 CM1025  VERT ORDER  -  SECOND    CLASS 0
 CM1025
 CM1025.The horizontal coordinates were established by classical geodetic methods
 CM1025.and adjusted by the National Geodetic Survey in September 1997..
 CM1025
 CM1025.The orthometric height was determined by differential leveling
 CM1025.and adjusted by the National Geodetic Survey in June 1991..
 CM1025
 CM1025.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1025
 CM1025.The geoid height was determined by GEOID03.
 CM1025
 CM1025.The dynamic height is computed by dividing the NAVD 88
 CM1025.geopotential number by the normal gravity value computed on the
 CM1025.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1025.degrees latitude (g = 980.6199 gals.).
 CM1025
 CM1025.The modeled gravity was interpolated from observed gravity values.
 CM1025
 CM1025;                    North         East     Units Scale Factor Converg.
 CM1025;SPC AL E     -   218,183.754   259,519.333   MT  1.00000367   +0 20 23.5
 CM1025;UTM  16      - 3,593,546.627   669,145.851   MT  0.99995281   +0 57 58.9
 CM1025
 CM1025!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1025!SPC AL E     -   0.99998112  x   1.00000367  =   0.99998479
 CM1025!UTM  16      -   0.99998112  x   0.99995281  =   0.99993394
 CM1025
 CM1025|---------------------------------------------------------------------|
 CM1025| PID    Reference Object                     Distance      Geod. Az  |
 CM1025|                                                           dddmmss.s |
 CM1025| CM1023 CRAWFORD RM 2                        23.790 METERS 11133     |
 CM1025| CY9285 CRAWFORD RM 3                        19.725 METERS 12520     |
 CM1025| CM1026 CRAWFORD AZ MK                                     3075158.9 |
 CM1025| CM2278 CRAWFORD AZ MK 2                    364.876 METERS 32107     |
 CM1025| CY9286 CRAWFORD RM 4                        22.252 METERS 35419     |
 CM1025| CM1024 CRAWFORD RM 1                        24.771 METERS 35717     |
 CM1025|---------------------------------------------------------------------|
 CM1025
 CM1025                          SUPERSEDED SURVEY CONTROL
 CM1025
 CM1025  NAD 83(1992)-  32 27 58.57609(N)    085 12 00.75219(W) AD(       ) 2
 CM1025  NAD 83(1986)-  32 27 58.57849(N)    085 12 00.75151(W) AD(       ) 2
 CM1025  NAD 27      -  32 27 58.07300(N)    085 12 00.96800(W) AD(       ) 2
 CM1025  NGVD 29 (??/??/92)  147.968  (m)          485.46   (f) ADJ UNCH    2 0
 CM1025
 CM1025.Superseded values are not recommended for survey control.
 CM1025.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1025.See file dsdata.txt to determine how the superseded data were derived.
 CM1025
 CM1025_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6914693547(NAD 83)
 CM1025_MARKER: DS = TRIANGULATION STATION DISK
 CM1025_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1025_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1025_STAMPING: CRAWFORD 1943
 CM1025_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1025+STABILITY: SURFACE MOTION
 CM1025
 CM1025  HISTORY     - Date     Condition        Report By
 CM1025  HISTORY     - 1943     MONUMENTED       CGS
 CM1025  HISTORY     - 1952     GOOD             NGS
 CM1025  HISTORY     - 1955     GOOD             CGS
 CM1025  HISTORY     - 1969     GOOD             CGS
 CM1025  HISTORY     - 1970     GOOD             USGS
 CM1025  HISTORY     - 1971     GOOD             NGS
 CM1025  HISTORY     - 1976     GOOD             NGS
 CM1025  HISTORY     - 20020204 MARK NOT FOUND   JCLS
 CM1025
 CM1025                          STATION DESCRIPTION
 CM1025
 CM1025'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 CM1025'THE STATION IS LOCATED 0.85 MILE NW OF CRAWFORD ON PROPERTY
 CM1025'OWNED BY VENNIE LOUS MERCERY.  IT IS AT THE EDGE OF A CULTIVATED
 CM1025'FIELD, 26 FEET W OF THE CENTER OF A GRADED DIRT ROAD.  IT IS
 CM1025'STAMPED CRAWFORD 1943 AND IS SET 12 INCHES BELOW THE SURFACE
 CM1025'OF THE GROUND.
 CM1025'
 CM1025'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 CM1025'SET IN CONCRETE.
 CM1025'
 CM1025'REFERENCE MARK NO. 1 IS N OF THE STATION SET IN A FENCE LINE AT THE
 CM1025'W EDGE OF A FIELD AND IS 19 FEET E OF THE CENTER OF THE ROAD.
 CM1025'IT IS STAMPED CRAWFORD NO. 1 1943 AND PROJECTS 8 INCHES.
 CM1025'
 CM1025'REFERENCE MARK NO. 2 IS SE OF THE STATION SET IN A FENCE
 CM1025'LINE AT THE W EDGE OF A FIELD AND IS 23 FEET E OF THE CENTER OF THE
 CM1025'ROAD.  IT IS STAMPED CRAWFORD NO. 2 1943 AND PROJECTS ABOUT 8
 CM1025'INCHES.
 CM1025'
 CM1025'THE AZIMUTH MARK IS 0.8 MILE NW OF THE STATION SET AT THE W EDGE OF
 CM1025'A FIELD AND 21 FEET NE OF THE CENTER OF THE ROAD.  IT PROJECTS ABOUT
 CM1025'3 INCHES AND IS MARKED BY A 4- BY 4-INCH WHITE POST.  IT IS STAMPED
 CM1025'CRAWFORD 1943.  TO REACH FROM THE STATION GO NW ON A GRADED ROAD
 CM1025'FOR 0.8 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 CM1025'
 CM1025'TO REACH THE STATION FROM THE CROSSROADS IN CRAWFORD (ON U.S.
 CM1025'HIGHWAY 80) GO NW ON GRADED DIRT ROAD 0.85 MILE TO STATION
 CM1025'ON THE LEFT.
 CM1025'
 CM1025'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION MOORE.
 CM1025'
 CM1025'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION UCHEE.
 CM1025'
 CM1025'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION MARVYN.
 CM1025'
 CM1025'A 77-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION DIXON.
 CM1025'
 CM1025'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CM1025
 CM1025                          STATION RECOVERY (1952)
 CM1025
 CM1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CM1025'0.7 MI NW FROM CRAWFORD.
 CM1025'ABOUT 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 169 FROM THE JUNCTION
 CM1025'OF U.S. HIGHWAY 80 AT CRAWFORD, ON THE SHOULDER OF HIGHWAY, 11
 CM1025'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 1 1/2 FEET NORTHEAST
 CM1025'OF NORTHEAST EDGE OF BLACK TOP OF HIGHWAY, 68 FEET NORTHEAST
 CM1025'AND ACROSS HIGHWAY FROM THE THIRD POWER POLE NORTHWEST OF A POLE
 CM1025'WITH A TRANSFORMER, 78 FEET WEST-NORTHWEST OF RM NO. 2, 81 FEET
 CM1025'SOUTH OF RM NO. 1, 36 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 CM1025'POST, AND SET IN THE TOP OF A CONCRETE POST ABOUT 6 INCHES
 CM1025'UNDERGROUND.
 CM1025
 CM1025                          STATION RECOVERY (1955)
 CM1025
 CM1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (AMS)
 CM1025'STATION IS RECOVERED AS DESCRIBED.  IT IS 0.3 FEET UNDER GROUND,
 CM1025'132 FEET SSE TO CENTERLINE OF HIGHWAY 169 AT POINT OF INTERSECTION
 CM1025'OF FENCE WEST, 10 FEET SW TO CENTERLINE OF HIGHWAY 169, 38 FEET NE
 CM1025'TO A CHINA BERRY TREE IN FENCE LINE, 422 FEET NNW TO CENTERLINE
 CM1025'OF HIGHWAY 169 AT POINT OF INTERSECTION OF FIELD LINE SE.  IT
 CM1025'PROJECTS 0.3 FEET, 200 FEET SE TO CENTERLINE HIGHWAY 169 AT POINT OF
 CM1025'INTERSECTION OF PRIVATE ROAD SW -8.7 FEET, 90 FEET NE TO
 CM1025'CENTERLINE HIGHWAY 169 -4.7 FEET, 10 FEET N TO A LONE PINE
 CM1025'- 0.6 FEET.
 CM1025
 CM1025                          STATION RECOVERY (1969)
 CM1025
 CM1025'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (JDS)
 CM1025'THE STATION WAS VISITED 6-4-69 AND THE STATION MARK AND
 CM1025'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO.
 CM1025'1 AND REFERENCE MARK NO. 2 ARE STILL IN PLACE BUT HAVE BEEN
 CM1025'DISTURBED.  THE AZIMUTH MARK IS NOT VISIBLE FROM THE STATION MARK
 CM1025'DUE TO SEVERAL LARGE PECAN TREES AND SEVERAL SMALL FRAME
 CM1025'HOUSES.
 CM1025'
 CM1025'A NEW DESCRIPTION FOLLOWS-
 CM1025'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 80 AND ALABAMA
 CM1025'169 IN CRAWFORD, ALABAMA, DRIVE NORTH ON ALABAMA 169 FOR 0.75 MILE
 CM1025'TO THE STATION ON THE RIGHT.
 CM1025'
 CM1025'THE STATION IS LOCATED- IN THE SHOULDER OF ALABAMA 169 AND 0.3 FT.
 CM1025'BELOW THE SURFACE.
 CM1025'
 CM1025'FROM THE CENTERLINE OF ALABAMA 169 N 60 DEG 00 MIN E, 10.9 FT.
 CM1025'
 CM1025'FROM THE EAST EDGE OF PAVEMENT OF ALABAMA 169 N 60 DEG - 00 MIN E,
 CM1025'1.9 FT.
 CM1025'
 CM1025'FROM A FOUR FT. HOG WIRE FENCE WITH TWO STRANDS OF BARBED
 CM1025'WIRE S 60 DEG - 00 MIN W, 32.6 FT.
 CM1025'
 CM1025'FROM REFERENCE MARK NO. 1 S 01 DEG - 00 MIN W, 77.8 FT.
 CM1025'
 CM1025'FROM REFERENCE MARK NO. 2 N 70 DEG - 00 MIN W, 78.4 FT.
 CM1025'
 CM1025'FROM THE SE CORNER OF A CONCRETE BLOCK CHURCH BUILDING ACROSS
 CM1025'ALABAMA 169 FROM THE STATION S 75 DEG - 00 MIN E, 120.5 FT.
 CM1025'
 CM1025'FROM A POWER POLE WITH A GUY WIRE ACROSS ALABAMA 169 FROM THE
 CM1025'STATION N 53 DEG - 00 MIN E, 67.8 FT.
 CM1025'
 CM1025'TO REACH THE AZIMUTH MARK FROM THE STATION, DRIVE NORTH ON ALABAMA
 CM1025'169 FOR 0.85 MILE TO THE MARK ON THE LEFT.
 CM1025'
 CM1025'THE AZIMUTH MARK PROJECTS 0.3 FT. FROM THE GROUND AND IS LOCATED-
 CM1025'
 CM1025'FROM THE CENTERLINE OF ALABAMA 169 S 50 DEG - 00 MIN W, 90.0 FT.
 CM1025'
 CM1025'FROM A 14 INCH PINE TREE S 16 DEG - 00 MIN W, 9.8 FT.
 CM1025
 CM1025                          STATION RECOVERY (1970)
 CM1025
 CM1025'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM1025'STATION WAS FOUND IN GOOD CONDITION.  BECAUSE OF ROAD AND CULTURAL
 CM1025'CHANGES THE STA IS REDESCRIBED AS FOLLOWS- STA IS LOCATED 0.85 MI,
 CM1025'NW ALONG ALA. STATE HWY 169 FROM CRAWFORD, ALA, 120 FT E. OF THE SE
 CM1025'CORNER OF THE CHURCH OF CHRIST, 68 FT. NE THEN 4 FT NW OF A
 CM1025'TELEPHONE POLE, 33 FT SW OF FENCE LINE, 11 FT NE OF C/L OF THE
 CM1025'HWY, 2 FT NE OF THE EDGE OF THE PAVEMENT, AND 0.6 FT UNDER THE
 CM1025'SURFACE OF THE DIRT SHOULDER OF THE ROAD.  REF. MK 1 AND REF
 CM1025'MK 2 WERE FOUND DISTURBED.  REF. MK 1 FOUND IN A CULTIVATED
 CM1025'FIELD 78.06 FT HORIZONTAL DISTANCE FROM THE STA. MK, (C AND GS
 CM1025'DISTANCE IS 81.27 FT) THIS MARK WAS FOUND PROJECTING 1.3 FT,
 CM1025'WITH THE ARROW IN THE STANDARD DISK POINTING IN THE OPPOSITE
 CM1025'DIRECTION FROM THE STA MK.  REF. MK 2 WAS FOUND IN A CULTIVATED
 CM1025'FIELD 78.39 FT HORIZONTAL DISTANCE FROM THE STATION MARK, (C AND
 CM1025'GS DISTANCE IS 78.05 FT).  THIS MARK WAS FOUND PROJECTING 1.0
 CM1025'FOOT.
 CM1025'
 CM1025'AIRLINE DISTANCE AND DIRECTION FROM THE NEAREST TOWN- 0.85 MILE NW OF
 CM1025'CRAWFORD.
 CM1025
 CM1025                          STATION RECOVERY (1971)
 CM1025
 CM1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 CM1025'THE STATION WAS VISITED 3-12-71 AND THE STATION MARK WAS FOUND IN
 CM1025'APPARENTLY GOOD CONDITION ABOUT 2 FEET FROM THE EDGE OF THE BLACK
 CM1025'TOP ROAD HOWEVER SINCE BOTH REFERENCE MARKS WERE DISTURBED IT COULD
 CM1025'NOT BE CHECKED BY DISTANCE AND DIRECTION FROM THE REFERENCE MARKS.
 CM1025'THE AZIMUTH MARK WAS FOUND IN GOOD CONDITION BUT IS IN NEED
 CM1025'OF A NEW DESCRIPTION DUE TO ROAD CHANGES.  THE MONUMENT FOR
 CM1025'REFERENCE MARKS NO. 1 AND 2 WERE REUSED AS REFERENCE MARKS
 CM1025'NO. 3 AND NO. 4.  THE AZIMUTH MARK IS OBSTRUCTED FROM THE
 CM1025'STATION BY A POWER POLE AND THE ROOF OF A BUILDING.  A NEW
 CM1025'DESCRIPTION FOLLOWS-
 CM1025'
 CM1025'THE STATION IS LOCATED ABOUT 17 MILES SOUTHWEST OF OPELIKA AND ABOUT
 CM1025'0.85 MILE NORTHWEST OF CRAWFORD ON THE RIGHT-OF-WAY OF STATE HIGHWAY
 CM1025'169, ACROSS THE HIGHWAY AND EAST OF THE CHURCH OF CHRIST A CONCRETE
 CM1025'BLOCK BUILDING.  IT IS 11 FEET NORTHEAST OF THE CENTERLINE OF THE
 CM1025'HIGHWAY, 2 FEET NORTHEAST OF THE NORTHEAST EDGE OF THE BLACKTOP,
 CM1025'33 FEET SOUTHWEST OF A FENCE LINE, 120 FEET EAST OF THE EAST
 CM1025'CORNER OF THE CHURCH OF CHRIST, 85 FEET SOUTHEAST OF THE PROJECTED
 CM1025'PLANE OF THE SOUTHEAST WALL OF THE CHURCH, 68 FEET NORTHEAST OF A
 CM1025'POWER POLE.  IT IS A TRIANGULATION STATION DISK, STAMPED CRAWFORD
 CM1025'1943 SET IN AN IRREGULAR MASS OF CONCRETE 4 INCHES BELOW THE
 CM1025'GROUND.
 CM1025'
 CM1025'REFERENCE MARK NO. 3 IS 64.71 FEET SOUTHEAST OF THE STATION,
 CM1025'40 FEET NORTHEAST OF THE CENTER OF THE ROAD, 1 FOOT SOUTHWEST
 CM1025'OF THE FENCE LINE, 1 FOOT EAST OF A POWER POLE, 109 FEET SOUTHWEST
 CM1025'OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED
 CM1025'CRAWFORD 1943 NO 3 1971, PROJECTING 6 INCHES.
 CM1025'
 CM1025'REFERENCE MARK NO. 4 IS 73.01 FEET NORTH OF THE STATION, 42 FEET
 CM1025'NORTHEAST OF THE CENTER OF THE HIGHWAY, 1 FOOT SOUTHWEST OF A
 CM1025'FENCE LINE, 1 FOOT NORTHEAST OF A METAL WITNESS POST, 19 FEET
 CM1025'SOUTHEAST OF THE PROJECTED PLANE OF THE SOUTHEAST WALL OF THE
 CM1025'CHURCH, 121 FEET EAST-NORTHEAST OF A POWER POLE.  IT IS A
 CM1025'REFERENCE MARK DISK, STAMPED CRAWFORD 1943 NO 4 1971 PROJECTING 6
 CM1025'INCHES.
 CM1025'
 CM1025'THE AZIMUTH MARK IS 0.8 MILE NORTHWEST OF THE STATION BETWEEN
 CM1025'THE OLD HIGHWAY AND THE NEW HIGHWAY.  IT IS 90 FEET SOUTHWEST OF
 CM1025'THE CENTER OF STATE HIGHWAY 169, 21 FEET SOUTHWEST OF THE PROJECTED
 CM1025'TANGENT OF THE HIGHWAY TO THE SOUTHEAST, 20 FEET NORTHEAST OF THE
 CM1025'CENTER OF THE OLD ROAD, 10 FEET WEST OF A 12-INCH PINE TREE, 42
 CM1025'FEET NORTHWEST OF A 10-INCH PINE TREE AND 1 FOOT SOUTHWEST OF A
 CM1025'METAL WITNESS POST.  IT IS AN AZIMUTH MARK DISK STAMPED
 CM1025'CRAWFORD 1943, PROJECTING 4 INCHES.
 CM1025'
 CM1025'TO REACH THE STATION FROM THE CRAWFORD BAPTIST CHURCH IN CRAWFORD
 CM1025'GO WEST ON U.S. HIGHWAY 80 FOR 0.35 MILE TO THE JUNCTION WITH
 CM1025'STATE HIGHWAY 169, TURN LEFT AND GO 0.8 MILE TO THE STATION ON THE
 CM1025'LEFT, CONTINUE NORTHWEST ON STATE HIGHWAY 169 FOR 0.8 MILE TO THE
 CM1025'AZIMUTH MARK ON THE LEFT.
 CM1025
 CM1025                          STATION RECOVERY (1976)
 CM1025
 CM1025'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CM1025'THE STATION WAS VISITED 6-11-76 AND ALL MARKS WERE RECOVERED IN GOOD
 CM1025'CONDITION AS DESCRIBED IN THE 1971 DESCRIPTION BY L.F.S.  THE
 CM1025'AZIMUTH MARK IS NOT VISIBLE FROM THE GROUND AT THIS TIME DUE TO
 CM1025'SEVERAL HOUSES BETWEEN THE STATION AND AZIMUTH MARK.  A NEW AZIMUTH
 CM1025'MARK WAS ESTABLISHED AT THIS DATE.  THE OLD AZIMUTH MARK WAS
 CM1025'NOT DISTURBED.  A DESCRIPTION OF THE NEW AZIMUTH MARK FOLLOWS--
 CM1025'
 CM1025'THE AZIMUTH MARK IS A STANDARD NGS AZIMUTH MARK DISK, STAMPED
 CM1025'CRAWFORD 1943 1976 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH THE
 CM1025'GROUND.  IT IS 39.5 FEET NORTHEAST OF THE CENTERLINE OF STATE
 CM1025'HIGHWAY 169, 2.8 FEET SOUTHWEST OF A WIRE FENCE, 109.8 FEET
 CM1025'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME GRIST
 CM1025'MILL ACROSS STATE HIGHWAY 169, 109.2 FEET EAST-NORTHEAST OF THE
 CM1025'NORTHEAST CORNER OF GRIST MILL, 146 FEET NORTH-NORTHEAST OF A POWER
 CM1025'POLE WITH TWO TRANSFORMERS.
 CM1025'
 CM1025'TO REACH THE AZIMUTH MARK FROM STATION GO NORTHWEST ALONG STATE
 CM1025'HIGHWAY 169 FOR 0.23 MILE TO MARK ON RIGHT.
 CM1025'
 CM1025'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.75 MILE
 CM1025'NORTHWEST OF CRAWFORD.
 CM1025
 CM1025                          STATION RECOVERY (2002)
 CM1025
 CM1025'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002 (MRY)
 CM1025'REFERENCE MARKS 3 AND 4 FOUND AS DESCRIBED.  STATE HIGHWAY 169 HAS
 CM1025'BEEN WIDENED, AND THE STATION MARK IS NOW BENEATH THE ROAD SURFACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1026 ***********************************************************************
 CM1026  DESIGNATION -  CRAWFORD AZ MK
 CM1026  PID         -  CM1026
 CM1026  STATE/COUNTY-  AL/RUSSELL
 CM1026  USGS QUAD   -  CRAWFORD (1984)
 CM1026
 CM1026                         *CURRENT SURVEY CONTROL
 CM1026  ___________________________________________________________________
 CM1026* NAD 83(1986)-  32 28 24.     (N)    085 12 40.     (W)     SCALED    
 CM1026* NAVD 88     -       156.467  (meters)     513.34   (feet)  ADJUSTED  
 CM1026  ___________________________________________________________________
 CM1026  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CM1026  DYNAMIC HT  -         156.286 (meters)     512.75  (feet)  COMP
 CM1026  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 CM1026
 CM1026  VERT ORDER  -  SECOND    CLASS 0
 CM1026
 CM1026.The horizontal coordinates were scaled from a topographic map and have
 CM1026.an estimated accuracy of +/- 6 seconds.
 CM1026
 CM1026.The orthometric height was determined by differential leveling
 CM1026.and adjusted by the National Geodetic Survey in June 1991..
 CM1026
 CM1026.The geoid height was determined by GEOID03.
 CM1026
 CM1026.The dynamic height is computed by dividing the NAVD 88
 CM1026.geopotential number by the normal gravity value computed on the
 CM1026.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1026.degrees latitude (g = 980.6199 gals.).
 CM1026
 CM1026.The modeled gravity was interpolated from observed gravity values.
 CM1026
 CM1026;                    North         East    Units  Estimated Accuracy
 CM1026;SPC AL E     -   218,960.      258,490.      MT  (+/- 180 meters Scaled)
 CM1026
 CM1026                          SUPERSEDED SURVEY CONTROL
 CM1026
 CM1026  NGVD 29 (??/??/92)  156.463  (m)          513.33   (f) ADJ UNCH    2 0
 CM1026
 CM1026.Superseded values are not recommended for survey control.
 CM1026.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1026.See file dsdata.txt to determine how the superseded data were derived.
 CM1026
 CM1026_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA681943(NAD 83)
 CM1026_MARKER: DZ = AZIMUTH MARK DISK
 CM1026_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1026_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1026_STAMPING: CRAWFORD 1943
 CM1026_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1026+STABILITY: SURFACE MOTION
 CM1026
 CM1026  HISTORY     - Date     Condition        Report By
 CM1026  HISTORY     - 1943     MONUMENTED       CGS
 CM1026  HISTORY     - 1952     GOOD             NGS
 CM1026
 CM1026                          STATION DESCRIPTION
 CM1026
 CM1026'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM1026'1.5 MI NW FROM CRAWFORD.
 CM1026'ABOUT 1.5 MILES NORTHWEST ALONG STATE HIGHWAY 169 FROM THE
 CM1026'JUNCTION OF U.S. HIGHWAY 80 AT CRAWFORD, ON THE OUTSIDE OF A LONG
 CM1026'CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST, AT A POWER LINE
 CM1026'CROSSING, BETWEEN THE HIGHWAY AND OLD ROAD BED, ABOUT 56 YARDS
 CM1026'WEST AND ACROSS HIGHWAY FROM THE FIRST POWER POLE NORTHEAST
 CM1026'OF HIGHWAY, 90 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 21 FEET
 CM1026'NORTHEAST OF CENTER LINE OF OLD ROAD BED, 187 FEET WEST-NORTHWEST
 CM1026'OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT UNDER A PRIVATE
 CM1026'ROAD SOUTHWEST, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 CM1026'ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY, ABOUT LEVEL WITH OLD
 CM1026'ROAD BED AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2278 ***********************************************************************
 CM2278  DESIGNATION -  CRAWFORD AZ MK 2
 CM2278  PID         -  CM2278
 CM2278  STATE/COUNTY-  AL/RUSSELL
 CM2278  USGS QUAD   -  CRAWFORD (1984)
 CM2278
 CM2278                         *CURRENT SURVEY CONTROL
 CM2278  ___________________________________________________________________
 CM2278* NAD 83(1992)-  32 28 07.79740(N)    085 12 09.52196(W)     ADJUSTED  
 CM2278* NAVD 88     -       149.6    (meters)     491.     (feet)  VERTCON   
 CM2278  ___________________________________________________________________
 CM2278  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 CM2278  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CM2278
 CM2278  HORZ ORDER  -  THIRD
 CM2278
 CM2278.The horizontal coordinates were established by classical geodetic methods
 CM2278.and adjusted by the National Geodetic Survey in September 1997..
 CM2278.No horizontal observational check was made to the station.
 CM2278
 CM2278.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2278.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2278
 CM2278.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2278
 CM2278.The geoid height was determined by GEOID03.
 CM2278
 CM2278;                    North         East     Units Scale Factor Converg.
 CM2278;SPC AL E     -   218,466.432   259,288.620   MT  1.00000333   +0 20 18.9
 CM2278;UTM  16      - 3,593,826.751   668,912.073   MT  0.99995184   +0 57 54.4
 CM2278
 CM2278!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2278!SPC AL E     -   0.99998087  x   1.00000333  =   0.99998420
 CM2278!UTM  16      -   0.99998087  x   0.99995184  =   0.99993271
 CM2278
 CM2278                          SUPERSEDED SURVEY CONTROL
 CM2278
 CM2278  NAD 83(1992)-  32 28 07.79684(N)    085 12 09.52274(W) AD(       ) 3
 CM2278  NAD 83(1986)-  32 28 07.79922(N)    085 12 09.52208(W) AD(       ) 3
 CM2278  NAD 27      -  32 28 07.29403(N)    085 12 09.73827(W) AD(       ) 3
 CM2278  NGVD 29 (07/19/86)  149.6    (m)          491.     (f) VERT ANG       
 CM2278
 CM2278.Superseded values are not recommended for survey control.
 CM2278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2278.See file dsdata.txt to determine how the superseded data were derived.
 CM2278
 CM2278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA6891293827(NAD 83)
 CM2278_MARKER: DZ = AZIMUTH MARK DISK
 CM2278_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2278_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CM2278
 CM2278  HISTORY     - Date     Condition        Report By
 CM2278  HISTORY     - 1976     MONUMENTED       NGS
 CM2278
 CM2278                          STATION DESCRIPTION
 CM2278
 CM2278'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CM2278'TO REACH STATION CRAWFORD FROM THE CRAWFORD BAPTIST CHURCH IN CRAWFORD
 CM2278'GO WEST ON U.S. HIGHWAY 80 FOR 0.35 MILE TO THE JUNCTION WITH STATE
 CM2278'HIGHWAY 169, TURN LEFT AND GO 0.8 MILE TO THE STATION ON THE LEFT.
 CM2278'
 CM2278'TO REACH THE AZIMUTH MARK FROM STATION GO NORTHWEST ALONG STATE
 CM2278'HIGHWAY 169 FOR 0.23 MILE TO MARK ON RIGHT.
 CM2278'
 CM2278'THE AZIMUTH MARK IS A STANDARD NGS AZIMUTH MARK DISK, STAMPED
 CM2278'CRAWFORD 1943 1976 SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH
 CM2278'THE GROUND.  IT IS 39.5 FEET NORTHEAST OF THE CENTERLINE OF STATE
 CM2278'HIGHWAY 169, 2.8 FEET SOUTHWEST OF A WIRE FENCE, 109.8 FEET
 CM2278'NORTH-NORTHEAST OF THE SOUTHEAST CORNER OF A SMALL FRAME GRIST
 CM2278'MILL ACROSS STATE HIGHWAY 169, 109.2 FEET EAST-NORTHEAST OF THE
 CM2278'NORTHEAST CORNER OF GRIST MILL, 146 FEET NORTH-NORTHEAST OF A POWER
 CM2278'POLE WITH TWO TRANSFORMERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2485 ***********************************************************************
 DH2485  DESIGNATION -  CRAWFORD LOT
 DH2485  PID         -  DH2485
 DH2485  STATE/COUNTY-  AL/JEFFERSON
 DH2485  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 DH2485
 DH2485                         *CURRENT SURVEY CONTROL
 DH2485  ___________________________________________________________________
 DH2485* NAD 83(1992)-  33 23 22.31795(N)    086 51 22.33150(W)     ADJUSTED  
 DH2485* NAVD 88     -                                                        
 DH2485  ___________________________________________________________________
 DH2485  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DH2485  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH2485
 DH2485  HORZ ORDER  -  THIRD
 DH2485
 DH2485.The horizontal coordinates were established by classical geodetic methods
 DH2485.and adjusted by the National Geodetic Survey in December 1992..
 DH2485
 DH2485
 DH2485.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2485
 DH2485.The geoid height was determined by GEOID03.
 DH2485
 DH2485;                    North         East     Units Scale Factor Converg.
 DH2485;SPC AL W     -   375,997.055   659,895.619   MT  0.99997755   +0 21 15.5
 DH2485;UTM  16      - 3,694,481.171   513,373.566   MT  0.99960220   +0 04 44.9
 DH2485
 DH2485                          SUPERSEDED SURVEY CONTROL
 DH2485
 DH2485  NAD 83(1986)-  33 23 22.32535(N)    086 51 22.33493(W) AD(       ) 4
 DH2485  NAD 27      -  33 23 21.93050(N)    086 51 22.37448(W) AD(       ) 3
 DH2485
 DH2485.Superseded values are not recommended for survey control.
 DH2485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2485.See file dsdata.txt to determine how the superseded data were derived.
 DH2485
 DH2485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1337494481(NAD 83)
 DH2485_MARKER: 57 = LOOKOUT TOWER
 DH2485
 DH2485  HISTORY     - Date     Condition        Report By
 DH2485  HISTORY     - 1971     FIRST OBSERVED   NGS
 DH2485
 DH2485                          STATION DESCRIPTION
 DH2485
 DH2485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 DH2485'THE BESSENER CRAWFORD LOOKOUT TOWER IS LOCATED ABOUT 9 MILES
 DH2485'SOUTH-SOUTHWEST OF BIRMINGHAM, 8-1/2 MILES NORTH-NORTHWEST OF
 DH2485'PELHAM AND 6 MILES EAST OF BESSEMER.
 DH2485'
 DH2485'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 DH2485'HIGHWAY 150 ABOUT 6-3/4 MILES NORTH OF PELHAM, GO SOUTHWEST AND WEST
 DH2485'ON HIGHWAY 150 FOR 3.15 MILES TO THE JEFFERSON MEMORIAL GARDENS
 DH2485'CEMETERY ON THE RIGHT.  CONTINUE AHEAD ON HIGHWAY 150 FOR 1.95
 DH2485'MILES TO A CROSSROAD, COUNTY ROUTE 2 LEFT AND COUNTY ROUTE 97
 DH2485'RIGHT.  TURN RIGHT AND GO NORTH-NORTHEAST ON ROUTE 97 FOR 3.15
 DH2485'MILES TO THE STATION ON THE RIGHT IN THE BLUFF PARK AREA.
 DH2485'
 DH2485'THE STATION IS AN ALABAMA STATE FIRE LOOKOUT TOWER.  IT IS A FOUR
 DH2485'LEGGED STEEL STRUCTURE WITH AN OBSERVATION CABIN ATOP.  THE HEIGHT
 DH2485'IS APPROXIMATELY 100 FEET AND THE POINT INTERSECTED WAS THE TOP
 DH2485'CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1024 ***********************************************************************
 CM1024  DESIGNATION -  CRAWFORD RM 1
 CM1024  PID         -  CM1024
 CM1024  STATE/COUNTY-  AL/RUSSELL
 CM1024  USGS QUAD   -  CRAWFORD (1984)
 CM1024
 CM1024                         *CURRENT SURVEY CONTROL
 CM1024  ___________________________________________________________________
 CM1024* NAD 83(1986)-  32 27 59.     (N)    085 12 00.     (W)     SCALED    
 CM1024* NAVD 88     -       148.428  (meters)     486.97   (feet)  ADJUSTED  
 CM1024  ___________________________________________________________________
 CM1024  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CM1024  DYNAMIC HT  -         148.257 (meters)     486.41  (feet)  COMP
 CM1024  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 CM1024
 CM1024  VERT ORDER  -  SECOND    CLASS 0
 CM1024
 CM1024.The horizontal coordinates were scaled from a topographic map and have
 CM1024.an estimated accuracy of +/- 6 seconds.
 CM1024
 CM1024.The orthometric height was determined by differential leveling
 CM1024.and adjusted by the National Geodetic Survey in June 1991..
 CM1024
 CM1024.The geoid height was determined by GEOID03.
 CM1024
 CM1024.The dynamic height is computed by dividing the NAVD 88
 CM1024.geopotential number by the normal gravity value computed on the
 CM1024.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1024.degrees latitude (g = 980.6199 gals.).
 CM1024
 CM1024.The modeled gravity was interpolated from observed gravity values.
 CM1024
 CM1024;                    North         East    Units  Estimated Accuracy
 CM1024;SPC AL E     -   218,200.      259,540.      MT  (+/- 180 meters Scaled)
 CM1024
 CM1024                          SUPERSEDED SURVEY CONTROL
 CM1024
 CM1024  NGVD 29 (??/??/92)  148.426  (m)          486.96   (f) ADJ UNCH    2 0
 CM1024
 CM1024.Superseded values are not recommended for survey control.
 CM1024.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1024.See file dsdata.txt to determine how the superseded data were derived.
 CM1024
 CM1024_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA691935(NAD 83)
 CM1024_MARKER: DR = REFERENCE MARK DISK
 CM1024_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1024_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1024_STAMPING: CRAWFORD NO 1 1943
 CM1024_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1024+STABILITY: SURFACE MOTION
 CM1024
 CM1024  HISTORY     - Date     Condition        Report By
 CM1024  HISTORY     - 1943     MONUMENTED       CGS
 CM1024  HISTORY     - 1952     GOOD             NGS
 CM1024
 CM1024                          STATION DESCRIPTION
 CM1024
 CM1024'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM1024'0.7 MI NW FROM CRAWFORD.
 CM1024'ABOUT 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 169 FROM THE JUNCTION
 CM1024'OF U.S. HIGHWAY 80 AT CRAWFORD, 134 FEET NORTHWEST OF RM NO. 2,
 CM1024'50 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 6 1/2 FEET SOUTHEAST
 CM1024'OF AN 8-INCH FORKED CHINA BERRY TREE, 81 FEET NORTH OF THE STATION
 CM1024'MARK, DIRECTLY IN A FENCE LINE, 69 FEET NORTHWEST OF A WHITE
 CM1024'WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP
 CM1024'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1023 ***********************************************************************
 CM1023  DESIGNATION -  CRAWFORD RM 2
 CM1023  PID         -  CM1023
 CM1023  STATE/COUNTY-  AL/RUSSELL
 CM1023  USGS QUAD   -  CRAWFORD (1984)
 CM1023
 CM1023                         *CURRENT SURVEY CONTROL
 CM1023  ___________________________________________________________________
 CM1023* NAD 83(1986)-  32 27 59.     (N)    085 12 00.     (W)     SCALED    
 CM1023* NAVD 88     -       148.512  (meters)     487.24   (feet)  ADJUSTED  
 CM1023  ___________________________________________________________________
 CM1023  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CM1023  DYNAMIC HT  -         148.340 (meters)     486.68  (feet)  COMP
 CM1023  MODELED GRAV-     979,480.1   (mgal)                       NAVD 88
 CM1023
 CM1023  VERT ORDER  -  SECOND    CLASS 0
 CM1023
 CM1023.The horizontal coordinates were scaled from a topographic map and have
 CM1023.an estimated accuracy of +/- 6 seconds.
 CM1023
 CM1023.The orthometric height was determined by differential leveling
 CM1023.and adjusted by the National Geodetic Survey in June 1991..
 CM1023
 CM1023.The geoid height was determined by GEOID03.
 CM1023
 CM1023.The dynamic height is computed by dividing the NAVD 88
 CM1023.geopotential number by the normal gravity value computed on the
 CM1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1023.degrees latitude (g = 980.6199 gals.).
 CM1023
 CM1023.The modeled gravity was interpolated from observed gravity values.
 CM1023
 CM1023;                    North         East    Units  Estimated Accuracy
 CM1023;SPC AL E     -   218,200.      259,540.      MT  (+/- 180 meters Scaled)
 CM1023
 CM1023                          SUPERSEDED SURVEY CONTROL
 CM1023
 CM1023  NGVD 29 (??/??/92)  148.509  (m)          487.23   (f) ADJ UNCH    2 0
 CM1023
 CM1023.Superseded values are not recommended for survey control.
 CM1023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1023.See file dsdata.txt to determine how the superseded data were derived.
 CM1023
 CM1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA691935(NAD 83)
 CM1023_MARKER: DR = REFERENCE MARK DISK
 CM1023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1023_STAMPING: CRAWFORD NO 2 1943
 CM1023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1023+STABILITY: SURFACE MOTION
 CM1023
 CM1023  HISTORY     - Date     Condition        Report By
 CM1023  HISTORY     - 1943     MONUMENTED       CGS
 CM1023  HISTORY     - 1952     GOOD             NGS
 CM1023
 CM1023                          STATION DESCRIPTION
 CM1023
 CM1023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM1023'0.7 MI NW FROM CRAWFORD.
 CM1023'ABOUT 0.7 MILE NORTHWEST ALONG STATE HIGHWAY 169 FROM THE JUNCTION
 CM1023'OF U.S. HIGHWAY 80 AT CRAWFORD, ON THE OUTSIDE OF A LONG CURVE
 CM1023'WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, ALONG THE SOUTHWEST
 CM1023'EDGE OF A LARGE CULTIVATED FIELD, 129 FEET EAST AND ACROSS
 CM1023'HIGHWAY FROM THE THIRD POWER POLE NORTHWEST OF A POLE WITH A
 CM1023'TRANSFORMER, 62 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 6 FEET
 CM1023'NORTHEAST OF A FENCE LINE, 63 FEET SOUTHEAST OF A WHITE WOODEN
 CM1023'WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE
 CM1023'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1408 ***********************************************************************
 EF1408  DESIGNATION -  CRC 429
 EF1408  PID         -  EF1408
 EF1408  STATE/COUNTY-  AL/LAUDERDALE
 EF1408  USGS QUAD   -  BLACKBURN (1988)
 EF1408
 EF1408                         *CURRENT SURVEY CONTROL
 EF1408  ___________________________________________________________________
 EF1408* NAD 83(1986)-  34 58 05.     (N)    087 37 35.     (W)     SCALED    
 EF1408* NAVD 88     -       226.673  (meters)     743.68   (feet)  ADJUSTED  
 EF1408  ___________________________________________________________________
 EF1408  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EF1408  DYNAMIC HT  -         226.457 (meters)     742.97  (feet)  COMP
 EF1408  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 EF1408
 EF1408  VERT ORDER  -  FIRST     CLASS II
 EF1408
 EF1408.The horizontal coordinates were scaled from a topographic map and have
 EF1408.an estimated accuracy of +/- 6 seconds.
 EF1408
 EF1408.The orthometric height was determined by differential leveling
 EF1408.and adjusted by the National Geodetic Survey in June 1991..
 EF1408
 EF1408.The geoid height was determined by GEOID03.
 EF1408
 EF1408.The dynamic height is computed by dividing the NAVD 88
 EF1408.geopotential number by the normal gravity value computed on the
 EF1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1408.degrees latitude (g = 980.6199 gals.).
 EF1408
 EF1408.The modeled gravity was interpolated from observed gravity values.
 EF1408
 EF1408;                    North         East    Units  Estimated Accuracy
 EF1408;SPC AL W     -   550,910.      588,460.      MT  (+/- 180 meters Scaled)
 EF1408
 EF1408                          SUPERSEDED SURVEY CONTROL
 EF1408
 EF1408.No superseded survey control is available for this station.
 EF1408
 EF1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD428696(NAD 83)
 EF1408_MARKER: DD = SURVEY DISK
 EF1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1408_SP_SET: CONCRETE POST
 EF1408_STAMPING: CRC 429 1951
 EF1408_MARK LOGO: TVA   
 EF1408_PROJECTION: PROJECTING 10 CENTIMETERS
 EF1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1408+STABILITY: SURFACE MOTION
 EF1408
 EF1408  HISTORY     - Date     Condition        Report By
 EF1408  HISTORY     - 1951     MONUMENTED       TVA
 EF1408  HISTORY     - 1983     GOOD             NGS
 EF1408
 EF1408                          STATION DESCRIPTION
 EF1408
 EF1408'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1408'21.2 KM (13.15 MI) NE FROM NORTH FLORENCE.
 EF1408'0.2 KM (0.1 MI) EAST ALONG EDGEWOOD STREET FROM THE POST OFFICE IN
 EF1408'NORTH FLORENCE TO THE JUNCTION OF STATE HIGHWAY 17 (CHISHOLM ROAD),
 EF1408'THENCE 15.5 KM (9.65 MI) NORTH ALONG STATE HIGHWAY 17 TO THE JUNCTION
 EF1408'OF COUNTY ROAD 142, THENCE 5.4 KM (3.35 MI) EAST ALONG COUNTY ROAD 142
 EF1408'TO THE JUNCTION OF COUNTY ROAD 61, THENCE 0.1 KM (0.05 MI) NORTH ALONG
 EF1408'COUNTY ROAD 61 TO THE MARK ON THE LEFT, ALSO 0.1 KM (0.05 MI) WEST
 EF1408'ALONG EAST SECOND FROM THE POST OFFICE IN IRON CITY TO THE JUNCTION OF
 EF1408'SOUTH POPLAR AVENUE, THENCE 3.6 KM (2.25 MI) SOUTH ALONG POPLAR AVENUE
 EF1408'TO THE JUNCTION OF COUNTY ROAD 61, THENCE 5.5 KM (3.4 MI) SOUTH ALONG
 EF1408'COUNTY ROAD 61 TO THE MARK ON THE RIGHT, 8.05 METERS (26.4 FT) WEST OF
 EF1408'THE APPROXIMATE CENTER OF THE ROAD, 22.28 METERS (73.1 FT) NORTHEAST
 EF1408'OF THE NORTHEAST CORNER OF A ONE LEVEL HOUSE, 7.07 METERS (23.2 FT)
 EF1408'NORTH OF THE APPROXIMATE CENTER OF THE DRIVE TO THE HOUSE, AND
 EF1408'0.49 METERS (1.6 FT) EAST OF A METAL WITNESS POST.
 EF1408'THE MARK IS 0.61 METERS  S FROM A WITNESS POST.
 EF1408'THE MARK IS 0.30 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1965 ***********************************************************************
 BU1965  DESIGNATION -  CREAGH
 BU1965  PID         -  BU1965
 BU1965  STATE/COUNTY-  AL/CLARKE
 BU1965  USGS QUAD   -  SUGGSVILLE (1972)
 BU1965
 BU1965                         *CURRENT SURVEY CONTROL
 BU1965  ___________________________________________________________________
 BU1965* NAD 83(1992)-  31 36 13.42177(N)    087 41 03.61151(W)     ADJUSTED  
 BU1965* NAVD 88     -       133.8    (meters)     439.     (feet)  VERTCON   
 BU1965  ___________________________________________________________________
 BU1965  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BU1965  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BU1965
 BU1965  HORZ ORDER  -  FIRST
 BU1965
 BU1965.The horizontal coordinates were established by classical geodetic methods
 BU1965.and adjusted by the National Geodetic Survey in December 1992..
 BU1965
 BU1965.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1965.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1965
 BU1965.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1965
 BU1965.The geoid height was determined by GEOID03.
 BU1965
 BU1965;                    North         East     Units Scale Factor Converg.
 BU1965;SPC AL W     -   177,801.992   582,508.117   MT  0.99993711   -0 05 47.8
 BU1965;UTM  16      - 3,496,716.498   435,083.598   MT  0.99965197   -0 21 31.1
 BU1965
 BU1965!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1965!SPC AL W     -   0.99998337  x   0.99993711  =   0.99992048
 BU1965!UTM  16      -   0.99998337  x   0.99965197  =   0.99963535
 BU1965
 BU1965|---------------------------------------------------------------------|
 BU1965| PID    Reference Object                     Distance      Geod. Az  |
 BU1965|                                                           dddmmss.s |
 BU1965| CF9471 CREAGH RM 2                          17.447 METERS 09007     |
 BU1965| CF9469 CREAGH AZ MK                                       2545929.8 |
 BU1965| CF9470 CREAGH RM 1                          17.475 METERS 32632     |
 BU1965|---------------------------------------------------------------------|
 BU1965
 BU1965                          SUPERSEDED SURVEY CONTROL
 BU1965
 BU1965  NAD 83(1986)-  31 36 13.43715(N)    087 41 03.61390(W) AD(       ) 1
 BU1965  NAD 27      -  31 36 12.86900(N)    087 41 03.63500(W) AD(       ) 1
 BU1965  NGVD 29 (07/19/86)  133.8    (m)          439.     (f) VERT ANG       
 BU1965
 BU1965.Superseded values are not recommended for survey control.
 BU1965.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1965.See file dsdata.txt to determine how the superseded data were derived.
 BU1965
 BU1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3508496716(NAD 83)
 BU1965_MARKER: V = STONE MONUMENT
 BU1965_SETTING: 0 = UNSPECIFIED SETTING
 BU1965
 BU1965  HISTORY     - Date     Condition        Report By
 BU1965  HISTORY     - 1895     MONUMENTED       CGS
 BU1965  HISTORY     - 1933     SEE DESCRIPTION  CGS
 BU1965  HISTORY     - 1938     GOOD             CGS
 BU1965  HISTORY     - 1944     GOOD             CGS
 BU1965  HISTORY     - 1964     GOOD             ALHD
 BU1965
 BU1965                          STATION DESCRIPTION
 BU1965
 BU1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (FWP)
 BU1965'STATION IS LOCATED NEAR THE NE CORNER OF THE NE 1/4 SE 1/4 SEC. 5, T.
 BU1965'7 N., R 4 E, ST. STEPHENS MERIDIAN, ON LAND BELONGING TO G.W.
 BU1965'CREAGH, WHOSE HOUSE IS ABOUT 1/2 MILE A LITTLE E OF S OF THE
 BU1965'STATION.  IT IS ABOUT 40 FEET S OF THE NEW GOSPORT ROAD FROM
 BU1965'SUGGSVILLE TO GOSPORT, AND ABOUT 1/2 MILE FROM THE CHURCH
 BU1965'(COLORED) AT THE JUNCTION OF THE NEW GOSPORT ROAD AND A
 BU1965'ROAD LEADING FROM SUGGSVILLE TO PEACH TREE.  MR.
 BU1965'CREAGHS HOUSE IS NEAR THE NW CORNER OF SECTION 9, NEAR THE
 BU1965'JUNCTION OF LINES DIVIDING SECTIONS 4, 5, 8, AND 9.
 BU1965'
 BU1965'STATION IS MARKED BY A BEDFORD STONE POST 2-1/2 FEET LONG
 BU1965'AND DRESSED 6 INCHES SQUARE.  THE TOP OF THE POST IS EVEN WITH
 BU1965'THE SURFACE OF THE GROUND, AND ON IT ARE CUT TWO PERPENDICULAR
 BU1965'LINES AND THE LETTERS U.S.C. AND G.S.  THE INTERSECTION OF THE
 BU1965'CROSS LINES MARKS THE STATION.  THE UNDERGROUND MARK IS AN
 BU1965'INVERTED EARTHENWARE FLOWER POT.
 BU1965
 BU1965                          STATION RECOVERY (1933)
 BU1965
 BU1965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BU1965'STATION RECOVERED AS DESCRIBED.  SURFACE MARK AT GROUND SURFACE
 BU1965'AND UNDERGROUND MARK, A FLOWER POT WITH SMALL HOLE IN CENTER,
 BU1965'FOUND AS DESCRIBED.  LATTER IS 3 FEET UNDERGROUND.
 BU1965'
 BU1965'STATION REMARKED AS FOLLOWS- BRONZE DISK STAMPED CREAGH 1895-33
 BU1965'WAS SET IN HOLE OF FLOWER POT, WHICH WAS NOT DISTRUBED FROM
 BU1965'ORIGINAL LOCATION.  A THIN LAYER OF CONCRETE HOLDS THIS TABLET,
 BU1965'THEN A LAYER OF SAND.  THEN A BRONZE DISK STAMPED CREAGH 1895-33
 BU1965'WAS SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 10
 BU1965'INCHES ABOVE GROUND.
 BU1965'
 BU1965'TWO REFERENCE MARKS WERE SET JUST INSIDE FENCELINE IN FIELD
 BU1965'AS FOLLOWS- REFERENCE MARK 1 IS 17.47 METERS (57.33 FEET)
 BU1965'DISTANT N 38 DEG 27 MIN W.
 BU1965'
 BU1965'REFERENCE MARK 2 IS 17.45 METERS (57.24 FEET) DISTANT
 BU1965'S 5 DEG 07 MIN W.
 BU1965'
 BU1965'REFERENCE MARK 1 TO REFERENCE MARK 2 IS 30.574 METERS (100.91 FEET)
 BU1965'DISTANT S 33 DEG 21 MIN W.
 BU1965'
 BU1965'SPIRE ON CHURCH (NEGRO) ABOUT 1/2 MILE DISTANT
 BU1965'S 68 DEG W CAN BE USED AS AZIMUTH MARK.
 BU1965'
 BU1965'TO REACH THIS STATION, TAKE DIRT ROAD FROM SUGGSVILLE TO
 BU1965'WHATLEY, GO ABOUT 1 MILE, TURN RIGHT UPHILL TOWARDS GOSPORT
 BU1965'AND GO ABOUT 1/2 MILE TO TOP OF HILL.
 BU1965'
 BU1965'OLD RECORDS INDICATE THAT A 45-FOOT TOWER WAS USED FOR
 BU1965'OBSERVATIONS.
 BU1965'
 BU1965'SUPPLIES IN GROVE HILL.
 BU1965
 BU1965                          STATION RECOVERY (1938)
 BU1965
 BU1965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 BU1965'STATION RECOVERED AS DESCRIBED IN 1933.  MARKS IN VERY GOOD
 BU1965'CONDITION, ALL MEASURMENTS CHECK AS DESCRIBED.  A NEW AZIMUTH
 BU1965'MARK WAS SET.
 BU1965'
 BU1965'AZIMUTH MARK IS A BRONZE DISK SET IN A 12- BY 12-INCH CONCRETE
 BU1965'BLOCK PROJECTING ABOUT 2 INCHES ABOVE GROUND, AND IS STAMPED
 BU1965'CREAGH 1938.  IT IS 5.8 FEET E OF A 20-INCH OAK TREE, 30 FEET
 BU1965'S OF A 30-INCH OAK TREE, 61.6 FEET NW OF THE CENTERLINE OF DIRT
 BU1965'ROAD, 131 FEET E OF SE CORNER OF CHURCH, AND 0.1 MILE S OF
 BU1965'FARM ROAD TURNING RIGHT UPHILL TO STATION.
 BU1965
 BU1965                          STATION RECOVERY (1944)
 BU1965
 BU1965'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1965'STATION WAS RECOVERED AS DESCRIBED BY A.P.R. IN 1938.  THE MARKS
 BU1965'ARE ALL IN EXCELLENT CONDITION AND THE DISTANCES TO REFERENCE
 BU1965'MARKS WERE FOUND CORRECT.  THE COMPLETE DESCRIPTION FOLLOWS-
 BU1965'
 BU1965'STATION IS LOCATED ABOUT 1.0 MILE NE OF SUGGSVILLE AND 1/2 MILE
 BU1965'SE OF THE SUGGSVILLE-GOSPORT ROAD, ON PROPERTY OF MR. G.W.
 BU1965'CREAGH.  THE MARK IS NEAR THE N EDGE OF A CULTIVATED FIELD AND
 BU1965'28 FEET S OF A BOARD GATE.  IT IS STAMPED CREAGH 1895 1933 AND
 BU1965'PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 BU1965'
 BU1965'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1965'DISKS SET IN CONCRETE.
 BU1965'
 BU1965'REFERENCE MARK 1 IS IN FENCELINE.  IT IS STAMPED CREAGH 1 1895
 BU1965'1933 AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 BU1965'
 BU1965'REFERENCE MARK 2 IS IN FENCELINE.  IT IS STAMPED CREAGH 2 1895
 BU1965'1933 AND PROJECTS ABOUT 6 INCHES ABOVE THE GROUND.
 BU1965'
 BU1965'AZIMUTH MARK IS ON THE GROUNDS OF A CHURCH AND SCHOOL, DIRECTLY
 BU1965'IN FRONT OF THE SCHOOL, 131 FEET NE OF THE NE CORNER OF THE
 BU1965'CHURCH, 61 FEET W OF THE CENTER LINE OF THE ROAD, 30 FEET S
 BU1965'OF A 30-INCH OAK TREE, AND 5.8 FEET E OF A 20-INCH OAK STUMP.
 BU1965'IT IS STAMPED CREAGH 1938 AND PROJECTS ABOUT 6 INCHES ABOVE
 BU1965'GROUND.
 BU1965'
 BU1965'TO REACH THE STATION FROM A GENERAL STORE IN GOSPORT, GO W ON
 BU1965'U.S. HIGHWAY 84 FOR 6.25 MILES TO A CROSS ROAD AT A SIGN
 BU1965'SUGGSVILLE.  TURN LEFT AND GO 3.0 MILES TO A T-ROAD LEFT.*
 BU1965'TURN LEFT AND GO 0.5 MILE TO THE TOP OF GRADE, A BOARD GATE
 BU1965'AND STATION ON THE LEFT.
 BU1965'
 BU1965'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 BU1965'AHEAD FOR 0.15 MILE TO THE MARK ON THE RIGHT.
 BU1965'
 BU1965'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BU1965
 BU1965                          STATION RECOVERY (1964)
 BU1965
 BU1965'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1964
 BU1965'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  ALL MARKS ARE
 BU1965'STANDARD BRONZE DISKS SET IN THE TOP OF CONCRETE POSTS.  A
 BU1965'COMPLETE DESCRIPTION FOLLOWS-
 BU1965'
 BU1965'TO REACH THE STATION FROM THE UNITED STATES POST OFFICE
 BU1965'BUILDING IN GROVE HILL, DRIVE SOUTH ON U.S. 43 FOR 0.85 MILE TO
 BU1965'THE INTERSECTION OF U.S. 84 EAST WITH U.S. 43, TURN EAST OR
 BU1965'LEFT ON U.S 84 AND DRIVE 6.15 MILES TO THE CONCRETE BRIDGE
 BU1965'OVER THE RAILROAD TRACK AT WHATLEY, CONTINUE ON U.S. 84 FOR 2.25
 BU1965'MILES TO THE INTERSECTION OF A PAVED COUNTY ROAD LEFT OR NORTH,
 BU1965'CONTINUE ON U.S. 84 FOR 0.05 MILE TO THE INTERSECTION OF A
 BU1965'GRADED GRAVEL ROAD RIGHT OR SOUTH TO SUGGSVILLE, TURN RIGHT ON
 BU1965'THIS GRAVEL ROAD AND DRIVE 3.15 MILES TO A DIRT ROAD LEFT
 BU1965'OR NORTHEAST* TURN LEFT ON THIS DIRT ROAD AND DRIVE 0.45 MILE TO
 BU1965'THE TOP OF THE KNOLL AT AN OLD ABANDONED TIN-TOP HOUSE ON THE
 BU1965'LEFT AND THE STATION ON THE RIGHT.
 BU1965'
 BU1965'*TO REACH THE AZIMUTH MARK FROM THIS POINT, CONTINUE STRAIGHT
 BU1965'AHEAD FOR 0.15 MILE TO THE MARK ON THE RIGHT IN FRONT OF A NEGRO
 BU1965'SCHOOL AND CHURCH.
 BU1965'
 BU1965'THE STATION IS LOCATED APPROXIMATELY 1 MILE NORTHEAST OF
 BU1965'SUGGSVILLE ON A HIGH POINT OF A HILL NOW COVERED WITH SMALL
 BU1965'PINE TREES, 43.5 FEET SOUTH-SOUTHWEST OR RIGHT OF THE CENTERLINE
 BU1965'OF THE DIRT ROAD, 2.45 FEET SOUTH OF A METAL WITNESS POST AND
 BU1965'SIGN.  THE MARK PROJECTS APPROXIMATELY 8 INCHES AND THE DISK
 BU1965'IS STAMPED CREAGH 1895 1933.
 BU1965'
 BU1965'REFERENCE MARK 1 IS IN AN EAST-WEST FENCE LINE, 57.33 FEET
 BU1965'NORTHWEST OF THE STATION, 2.45 FEET EAST-SOUTHEAST OF A METAL
 BU1965'WITNESS POST AND SIGN.  THE MARK PROJECTS APPROXIMATELY 6
 BU1965'INCHES AND THE DISK IS STAMPED CREAGH 1 1895 1933.
 BU1965'
 BU1965'REFERENCE MARK 2 IS IN AN EAST-WEST FENCE LINE, 57.24 FEET
 BU1965'EAST OF THE STATION, 1.45 FEET SOUTH-SOUTHWEST OF A METAL
 BU1965'WITNESS POST AND SIGN.  THE MARK PROJECTS APPROXIMATELY 4 INCHES
 BU1965'AND THE DISK IS STAMPED CREAGH 2 1895 1933.
 BU1965'
 BU1965'THE AZIMUTH MARK IS ON THE GROUNDS OF A CHURCH AND SCHOOL,
 BU1965'DIRECTLY IN FRONT OF THE SCHOOL, APPROXIMATELY 0.5 MILE
 BU1965'WEST-SOUTHWEST OF THE STATION, 131 FEET NORTHEAST OF THE
 BU1965'NORTHEAST CORNER OF THE CHURCH, 61 FEET WEST OF THE CENTERLINE
 BU1965'OF THE GRADED GRAVEL ROAD, 29.5 FEET SOUTH OF A 36 INCH RED
 BU1965'OAK TREE, 40.9 FEET NORTHEAST OF A 32 INCH RED OAK TREE, 32
 BU1965'FEET SOUTHEAST OF THE CENTERLINE OF THE NORTH DRIVE TO THE
 BU1965'SCHOOL AND CHURCH BUILDINGS.  THE MARK PROJECTS APPROXIMATELY
 BU1965'4 INCHES AND THE DISK IS STAMPED CREAGH 1938.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1948 ***********************************************************************
 BH1948  DESIGNATION -  CREOLA
 BH1948  PID         -  BH1948
 BH1948  STATE/COUNTY-  AL/MOBILE
 BH1948  USGS QUAD   -  CREOLA (1985)
 BH1948
 BH1948                         *CURRENT SURVEY CONTROL
 BH1948  ___________________________________________________________________
 BH1948* NAD 83(1992)-  30 54 06.43131(N)    088 00 30.99244(W)     ADJUSTED  
 BH1948* NAVD 88     -         6.9    (meters)      23.     (feet)  VERTCON   
 BH1948  ___________________________________________________________________
 BH1948  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 BH1948  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH1948
 BH1948  HORZ ORDER  -  FIRST
 BH1948
 BH1948.The horizontal coordinates were established by classical geodetic methods
 BH1948.and adjusted by the National Geodetic Survey in December 1992..
 BH1948
 BH1948.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1948.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1948
 BH1948.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1948
 BH1948.The geoid height was determined by GEOID03.
 BH1948
 BH1948;                    North         East     Units Scale Factor Converg.
 BH1948;SPC AL W     -   100,076.294   551,378.897   MT  0.99996248   -0 15 40.4
 BH1948;UTM  16      - 3,419,153.227   403,611.158   MT  0.99971460   -0 31 04.9
 BH1948
 BH1948!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1948!SPC AL W     -   1.00000340  x   0.99996248  =   0.99996588
 BH1948!UTM  16      -   1.00000340  x   0.99971460  =   0.99971800
 BH1948
 BH1948|---------------------------------------------------------------------|
 BH1948| PID    Reference Object                     Distance      Geod. Az  |
 BH1948|                                                           dddmmss.s |
 BH1948| DD7754 CREOLA RM 1                          27.953 METERS 02328     |
 BH1948| DD7753 CREOLA AZ MK                                       0384752.3 |
 BH1948| BH1949 CREOLA RM 3                         336.295 METERS 09643     |
 BH1948| DD7755 CREOLA RM 2                          28.094 METERS 15137     |
 BH1948|---------------------------------------------------------------------|
 BH1948
 BH1948                          SUPERSEDED SURVEY CONTROL
 BH1948
 BH1948  NAD 83(1986)-  30 54 06.45185(N)    088 00 30.99702(W) AD(       ) 1
 BH1948  NAD 27      -  30 54 05.79145(N)    088 00 31.00226(W) AD(       ) 1
 BH1948  NGVD 29 (07/19/86)    6.9    (m)           23.     (f) VERT ANG       
 BH1948
 BH1948.Superseded values are not recommended for survey control.
 BH1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1948.See file dsdata.txt to determine how the superseded data were derived.
 BH1948
 BH1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0361119153(NAD 83)
 BH1948_MARKER: DS = TRIANGULATION STATION DISK
 BH1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1948
 BH1948  HISTORY     - Date     Condition        Report By
 BH1948  HISTORY     - 1964     MONUMENTED       CGS
 BH1948  HISTORY     - 1976     GOOD             NGS
 BH1948
 BH1948                          STATION DESCRIPTION
 BH1948
 BH1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1964 (AJ)
 BH1948'STATION IS LOCATED ON THE WESTERN EDGE OF A LARGE SWAMPY AREA
 BH1948'ALONG THE MOBILE RIVER, ABOUT 15 MILES NORTH OF MOBILE AND
 BH1948'ABOUT 2.0 MILES EAST-NORTHEAST OF THE VILLAGE OF CREOLA.  STATION
 BH1948'IS ON PROPERTY OWNED BY MR. MARTIN H. SEILER OF 16 LANCASTER ROAD,
 BH1948'SPRING HILL, IN MOBILE ALABAMA.  IT IS 66.0 FEET SOUTHEAST OF THE
 BH1948'CENTER OF A SURFACED ROAD, 37.0 FEET NORTHEAST OF A DRIVEWAY,
 BH1948'24.8 FEET EAST OF A 7-INCH PINE TREE WITH A TRIANGLE BLAZE,
 BH1948'13.0 FEET WEST OF A 10-INCH OAK TREE WITH A TRIANGLE BLAZE AND
 BH1948'5.3 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  THE MARK IS
 BH1948'A STANDARD DISK, SET IN THE TOP OF A CONCRETE MONUMENT PROJECTING
 BH1948'4-INCHES AND IS STAMPED CREOLA 1964.
 BH1948'
 BH1948'TO REACH FROM THE POST OFFICE IN SARALAND, WHICH IS ABOUT 10
 BH1948'MILES NORTH OF MOBILE ALONG U.S. HIGHWAY 43, GO NORTH ON HIGHWAY
 BH1948'43 FOR 5.0 MILES TO A PAVED ROAD ON THE RIGHT (0.15 MILE SOUTH
 BH1948'OF STORE AND CHURCH IN THE VILLAGE OF CREOLA).  TURN RIGHT AND
 BH1948'GO EAST ON PAVED ROAD FOR 0.45 MILE TO A T INTERSECTION.  TURN
 BH1948'LEFT ON PAVED ROAD AND GO NORTH FOR 0.25 MILE TO A RIGHT ANGLE
 BH1948'TURN IN ROAD, TURN RIGHT ON PAVED ROAD AND GO EAST FOR 0.95
 BH1948'MILE TO A CURVE TO THE LEFT, KEEP LEFT AND GO NORTHEAST ON
 BH1948'PAVED ROAD FOR 0.55 MILE TO A DRIVE ON THE RIGHT LEADING TO A
 BH1948'FARM HOUSE AND THE STATION ON THE RIGHT.  TO REACH THE
 BH1948'AZIMUTH MARK, CMNTINUE NORTHEAST ON THE PAVED ROAD FOR 0.35
 BH1948'MILE TO THE MARK ON THE LEFT.
 BH1948'
 BH1948'REFERENCE MARK NO. 1 IS 39-1/2 FEET SOUTHEAST OF THE CENTER OF
 BH1948'THE PAVED ROAD AND 22-1/2 FEET NORTHWEST OF A 13-INCH PINE
 BH1948'TREE.  THE MARK IS A STANDARD DISK, SET IN THE TOP OF A
 BH1948'CONCRETE MONUMENT PROJECTING 2-INCHES AND IS STAMPED CREOLA NO
 BH1948'1 1964.
 BH1948'
 BH1948'REFERENCE MARK NO. 2 IS 17.0 FEET NORTHEAST OF THE CENTER OF
 BH1948'THE DRIVEWAY AND 8-1/2 FEET NORTH OF A 15-INCH PINE TREE.  THE
 BH1948'MARK IS A STANDARD DISK, SET IN THE TOP OF A CONCRETE MONUMENT
 BH1948'PROJECTING 2-INCHES AND IS STAMPED CREOLA NO 2 1964.
 BH1948'
 BH1948'AZIMUTH MARK IS 40-1/2 FEET NORTHWEST OF THE CENTER OF THE
 BH1948'PAVED ROAD, 10.0 FEET NORTH OF THE CENTER OF A DRIVE LEADING
 BH1948'INTO A WOODED AREA, 9.6 FEET EAST OF A FENCE LINE, 4-1/2 FEET
 BH1948'SOUTHWEST OF UTILITY POLE NO. 45 AND 3-1/2 FEET SOUTH OF A METAL
 BH1948'WITNESS POST AND SIGN.  THE MARK IS A STANDARD DISK, SET IN THE
 BH1948'TOP OF CONCRETE MONUMENT PROJECTING 2-INCHES AND IS STAMPED
 BH1948'CREOLA 1964.
 BH1948'
 BH1948'HEIGHT OF LIGHT/PLATE ABOVE STATION MARK 33.21 METERS.
 BH1948
 BH1948                          STATION RECOVERY (1976)
 BH1948
 BH1948'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BH1948'THE STATION WAS VISITED 4-19-76 AND ALL MARKS WERE RECOVERED IN
 BH1948'GOOD CONDITION AS DESCRIBED IN 1964.  THE AZIMUTH MARK WAS
 BH1948'OBSTRUCTED FROM THE STATION BY DENSE STAND OF PINE TREES.  A NEW
 BH1948'AZIMUTH WAS ESTABLISHED AT THIS DATE AND A TIE WAS MADE TO
 BH1948'ALABAMA HIGHWAY DEPARTMENT CBM 1 1976.  A DESCRIPTION OF THE
 BH1948'NEW AZIMUTH MARK AND ALABAMA HIGHWAY DEPARTMENTMARK FOLLOWS.
 BH1948'
 BH1948'THE AZIMUTH MARK IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE
 BH1948'MARK DISK, STAMPED CREOLA 1946 NO 3 1976 AZI SET ON TOP OF A ROUND
 BH1948'CONCRETE POST FLUSH WITH THE GROUND.  IT IS 46.6 FEET EAST OF THE
 BH1948'CENTER OF GRAVEL ROAD, 2.7 FEET NORTHEAST OF A POWER POLE, 41 FEET
 BH1948'NORTH-NORTHEAST OF THE CENTER OF A DRIVEWAY TO A MOBILE HOME,
 BH1948'28.3 FEET NORTH-NORTHEAST OF A 14 INCH WHITE OAK TREE AND 38.5
 BH1948'FEET NORTH-NORTHWEST OF AN 18 INCH PINE TREE.
 BH1948'
 BH1948'TO REACH REFERENCE MARK NO 3 FROM STATION GO WEST ON PAVED ROAD FOR
 BH1948'0.7 MILE TO A SIDE ROAD LEFT, TURN LEFT CROSSING OVER I-65 TO
 BH1948'SERVICE ROAD ON SOUTH SIDE OF I-65, TURN LEFT AND GO EAST ALONG
 BH1948'SERVICE ROAD FOR 0.85 MILE TO MARK AS DESCRIBED.
 BH1948'
 BH1948'CBM 1 1976 (AHD) IS A ALABAMA HIGHWAY DEPARTMENT SURVEY DISK,
 BH1948'STAMPED CBM-1 1976, SET IN TOP OF A ROUND CONCRETE POST FLUSH WITH
 BH1948'THE GROUND.
 BH1948'
 BH1948'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2 MILES
 BH1948'EAST-NORTHEAST OF CREOLA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1949 ***********************************************************************
 BH1949  DESIGNATION -  CREOLA RM 3
 BH1949  PID         -  BH1949
 BH1949  STATE/COUNTY-  AL/MOBILE
 BH1949  USGS QUAD   -  CREOLA (1985)
 BH1949
 BH1949                         *CURRENT SURVEY CONTROL
 BH1949  ___________________________________________________________________
 BH1949* NAD 83(1992)-  30 54 05.15375(N)    088 00 18.41585(W)     ADJUSTED  
 BH1949* NAVD 88     -         6.     (meters)      20.     (feet)  VERTCON   
 BH1949  ___________________________________________________________________
 BH1949  LAPLACE CORR-           0.33  (seconds)                    DEFLEC99
 BH1949  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH1949
 BH1949  HORZ ORDER  -  THIRD
 BH1949
 BH1949.The horizontal coordinates were established by classical geodetic methods
 BH1949.and adjusted by the National Geodetic Survey in December 1992..
 BH1949.No horizontal observational check was made to the station.
 BH1949
 BH1949.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1949.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1949
 BH1949.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1949
 BH1949.The geoid height was determined by GEOID03.
 BH1949
 BH1949;                    North         East     Units Scale Factor Converg.
 BH1949;SPC AL W     -   100,035.434   551,712.688   MT  0.99996208   -0 15 33.9
 BH1949;UTM  16      - 3,419,110.881   403,944.680   MT  0.99971381   -0 30 58.4
 BH1949
 BH1949!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH1949!SPC AL W     -   1.00000354  x   0.99996208  =   0.99996562
 BH1949!UTM  16      -   1.00000354  x   0.99971381  =   0.99971735
 BH1949
 BH1949                          SUPERSEDED SURVEY CONTROL
 BH1949
 BH1949  NAD 83(1986)-  30 54 05.17433(N)    088 00 18.42042(W) AD(       ) 3
 BH1949  NAD 27      -  30 54 04.51386(N)    088 00 18.42600(W) AD(       ) 3
 BH1949  NGVD 29 (07/19/86)    6.     (m)           20.     (f) VERT ANG       
 BH1949
 BH1949.Superseded values are not recommended for survey control.
 BH1949.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1949.See file dsdata.txt to determine how the superseded data were derived.
 BH1949
 BH1949_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0394519111(NAD 83)
 BH1949_MARKER: DR = REFERENCE MARK DISK
 BH1949_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1949_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH1949_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1949+STABILITY: SURFACE MOTION
 BH1949
 BH1949  HISTORY     - Date     Condition        Report By
 BH1949  HISTORY     - 1976     MONUMENTED       NGS
 BH1949
 BH1949                          STATION DESCRIPTION
 BH1949
 BH1949'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 BH1949'STATION IS A STANDARD NATIONAL GEODETIC SURVEY REFERENCE MARK DISK,
 BH1949'STAMPED CREOLA 1946 NO 3 1976 AZI SET ON TOP OF A ROUND CONCRETE
 BH1949'POST FLUSH WITH THE GROUND.  IT IS 46.6 FEET EAST OF THE CENTER OF
 BH1949'GRAVEL ROAD, 2.7 FEET NORTHEAST OF A POWER POLE, 41 FEET
 BH1949'NORTH-NORTHEAST OF THE CENTER OF A DRIVEWAY TO A MOBILE HOME,
 BH1949'28.3 FEET NORTH-NORTHEAST OF A 14 INCH WHITE OAK TREE AND 38.5
 BH1949'FEET NORTH-NORTHWEST OF AN 18 INCH PINE TREE.
 BH1949'
 BH1949'TO REACH REFERENCE MARK 3 FROM STATION CREOLA, GO WEST ON PAVED ROAD
 BH1949'FOR 0.7 MILE A STATE ROAD LEFT, TURN LEFT CROSSING OVER I-65 TO
 BH1949'SERVICE ROAD ON SOUTH SIDE OF I-65, TURN LEFT AND GO EAST ALONG
 BH1949'SERVICE ROAD FOR O.85 MILE TO MARK AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2980 ***********************************************************************
 CN2980  DESIGNATION -  CREST RESET
 CN2980  PID         -  CN2980
 CN2980  STATE/COUNTY-  AL/CHILTON
 CN2980  USGS QUAD   -  PLETCHER (1982)
 CN2980
 CN2980                         *CURRENT SURVEY CONTROL
 CN2980  ___________________________________________________________________
 CN2980* NAD 83(1992)-  32 41 21.24531(N)    086 47 44.78184(W)     ADJUSTED  
 CN2980* NAVD 88     -       198.4    (meters)     651.     (feet)  VERTCON   
 CN2980  ___________________________________________________________________
 CN2980  X           -     300,342.066 (meters)                     COMP
 CN2980  Y           -  -5,364,909.464 (meters)                     COMP
 CN2980  Z           -   3,425,095.317 (meters)                     COMP
 CN2980  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 CN2980  ELLIP HEIGHT-         169.80  (meters)          (07/29/02) GPS OBS
 CN2980  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CN2980
 CN2980  HORZ ORDER  -  FIRST
 CN2980  ELLP ORDER  -  FOURTH    CLASS I
 CN2980
 CN2980.The horizontal coordinates were established by GPS observations
 CN2980.and adjusted by the National Geodetic Survey in December 1992..
 CN2980
 CN2980.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN2980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN2980
 CN2980.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN2980
 CN2980.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2980
 CN2980.The ellipsoidal height was determined by GPS observations
 CN2980.and is referenced to NAD 83.
 CN2980
 CN2980.The geoid height was determined by GEOID03.
 CN2980
 CN2980;                    North         East     Units Scale Factor Converg.
 CN2980;SPC AL W     -   298,369.575   666,038.345   MT  0.99998709   +0 22 49.3
 CN2980;UTM  16      - 3,616,854.770   519,144.678   MT  0.99960452   +0 06 37.1
 CN2980
 CN2980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2980!SPC AL W     -   0.99997334  x   0.99998709  =   0.99996043
 CN2980!UTM  16      -   0.99997334  x   0.99960452  =   0.99957787
 CN2980
 CN2980|---------------------------------------------------------------------|
 CN2980| PID    Reference Object                     Distance      Geod. Az  |
 CN2980|                                                           dddmmss.s |
 CN2980| CF9477 CREST RM 1                           23.575 METERS 00420     |
 CN2980| CF9476 CREST AZ MK                                        0065641.1 |
 CN2980| CF9478 CREST RM 2                           17.288 METERS 12727     |
 CN2980|---------------------------------------------------------------------|
 CN2980
 CN2980                          SUPERSEDED SURVEY CONTROL
 CN2980
 CN2980  ELLIP H (12/04/92)  169.85   (m)                       GP(       ) 4 1
 CN2980  NAD 83(1986)-  32 41 21.25507(N)    086 47 44.78780(W) AD(       ) 1
 CN2980  NAD 27      -  32 41 20.78716(N)    086 47 44.83959(W) AD(       ) 1
 CN2980  NGVD 29 (12/04/92)  198.3    (m)          651.     (f) GPS OBS        
 CN2980
 CN2980.Superseded values are not recommended for survey control.
 CN2980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2980.See file dsdata.txt to determine how the superseded data were derived.
 CN2980
 CN2980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB1914516855(NAD 83)
 CN2980_MARKER: DH = HORIZONTAL CONTROL DISK
 CN2980_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2980_SP_SET: CONCRETE POST
 CN2980_STAMPING: CREST 1971 1991
 CN2980_MARK LOGO: NGS   
 CN2980_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 CN2980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2980+STABILITY: SURFACE MOTION
 CN2980_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN2980+SATELLITE: SATELLITE OBSERVATIONS - August 31, 2005
 CN2980
 CN2980  HISTORY     - Date     Condition        Report By
 CN2980  HISTORY     - 1971     MONUMENTED       NGS
 CN2980  HISTORY     - 1971     GOOD             NGS
 CN2980  HISTORY     - 19901116 SEE DESCRIPTION  ALHD
 CN2980  HISTORY     - 19910528 GOOD
 CN2980  HISTORY     - 20050831 GOOD             ALDOT
 CN2980
 CN2980                          STATION DESCRIPTION
 CN2980
 CN2980'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2980'THE STATION IS LOCATED ABOUT 8 MILES SOUTHEAST OF MAPLESVILLE, 7-1/2
 CN2980'MILES EAST-NORTHEAST OF PLANTERSVILLE AND 5 MILES NORTHWEST OF
 CN2980'BILLINGSLEY ON THE PROPERTY OF MR. E.P. JONES OF MAPLESVILLE.
 CN2980'
 CN2980'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 CN2980'HIGHWAY 22 ABOUT 1-1/2 MILES SOUTH OF MAPLESVILLE, GO SOUTHEAST ON
 CN2980'HIGHWAY 82 FOR 3.35 MILES TO THE JUNCTION OF COUNTY ROUTE 16.
 CN2980'CONTINUE ON HIGHWAY 82 FOR 4.2 MILES TO THE JUNCTION OF COUNTY
 CN2980'ROUTE 15 ON THE LEFT AND A STANDARD SERVICE STATION AND STORE ON
 CN2980'THE RIGHT.  CONTINUE ON HIGHWAY 82 FOR ABOUT 200 FEET TO A
 CN2980'TRACK ROAD RIGHT.  TURN RIGHT AND GO SOUTH ON THE TRACK ROAD FOR
 CN2980'0.1 MILE TO THE TOP OF A SMALL HILL AND THE STATION ON THE LEFT.
 CN2980'
 CN2980'THE STATION MARKS ARE STANDARD DISKS STAMPED CREST 1971.  THE SURFACE
 CN2980'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN2980'THAT PROJECTS 3 INCHES ABOVE THE GROUND.  IT IS 30 FEET
 CN2980'EAST-SOUTHEAST OF THE APPROXIMATE CENTER OF THE TRACK ROAD, 22 FEET
 CN2980'NORTH OF A TRIANGLE BLAZED TWIN-TRUNKED OAK TREE, 4.6 FEET
 CN2980'EAST OF A METAL WITNESS POST AND IS LOCATED IN THE SOUTHWEST
 CN2980'CORNER OF A SMALL CULTIVATED FIELD.  THE UNDERGROUND DISK IS
 CN2980'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 42 INCHES
 CN2980'BELOW GROUND SURFACE.
 CN2980'
 CN2980'REFERENCE MARK 1 IS A STANDARD DISK STAMPED CREST NO 1 1971 SET IN
 CN2980'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 2
 CN2980'INCHES ABOVE GROUND.  IT IS 78 FEET NORTH OF THE WITNESS POST, 15
 CN2980'FEET NORTHEAST OF A TRIANGLE BLAZED 6-INCH PINE TREE, 10 FEET
 CN2980'WEST-NORTHWEST OF THE APPROXIMATE CENTER OF THE TRACK ROAD AND IS
 CN2980'ABOUT 3 FEET LOWER IN ELEVATION THAN THE STATION MARK.
 CN2980'
 CN2980'REFERENCE MARK 2 IS A STANDARD DISK STAMPED CREST NO 2 1971 SET IN
 CN2980'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT PROJECTS 5
 CN2980'INCHES ABOVE GROUND.  IT IS 60.3 FEET SOUTHEAST OF THE WITNESS
 CN2980'POST, 47.5 FEET EAST OF THE TRIANGLE BLAZED OAK TREE, 9 FEET
 CN2980'NORTH-NORTHEAST OF A 16-INCH PINE TREE AND IS LOCATED ON THE SOUTH
 CN2980'SIDE OF THE FIELD ABOUT THE SAME ELEVATION AS THE STATION MARK.
 CN2980'
 CN2980'THE AZIMUTH MARK IS A STANDARD DISK STAMPED CREST 1971 SET IN THE
 CN2980'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CN2980'THE GROUND.  IT IS 51 FEET SOUTH-SOUTHEAST OF THE APPROXIMATE
 CN2980'CENTER OF A GRAVELED ROAD, 48 FEET EAST OF THE APPROXIMATE CENTER
 CN2980'OF COUNTY ROUTE 15, 40 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CN2980'MR. JIMMIE HARRISONS HOUSE AND 2 FEET SOUTHWEST OF A POWER LINE
 CN2980'POLE.
 CN2980'
 CN2980'TO REACH THE AZIMUTH MARK FROM THIS POINT, GO NORTH ON COUNTY BOUTE
 CN2980'15 FOR 0.15 MILE TO A SIDE ROAD RIGHT AND THE MARK IN THE SOUTHEAST
 CN2980'ANGLE OF THE INTERSECTION IN THE NORTHWEST CORNER OF MR. JIMMIE
 CN2980'HARRISONS YARD.
 CN2980'
 CN2980'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
 CN2980
 CN2980                          STATION RECOVERY (1971)
 CN2980
 CN2980'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CN2980'RECOVERED IN GOOD CONDITION.
 CN2980
 CN2980                          STATION RECOVERY (1990)
 CN2980
 CN2980'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN2980'THE STATIONS SURFACE MARK WAS FOUND LEANING OVER.  A NEW SURFACE MARK
 CN2980'WAS RESET FROM THE UNDERGROUND.  IT WILL BE POSITIONED BY GPS IN THE
 CN2980'ALHD GPS PROJECT US82. THE STATION IS LOCATED IN CHILTON COUNTY ON
 CN2980'PRIVATE PROPERTY, ABOUT 13.04 KM (8.10 MI) SOUTHEAST OF MAPLESVILLE
 CN2980'AND ABOUT 22.61 KM (14.05 MI) SOUTHWEST OF CLANTON.
 CN2980'TO REACH THE STATION FROM THE ALA 22 OVERPASS OVER U. S. 82 (MILE POST
 CN2980'106.20 ON U. S. 82) IN MAPLESVILLE, DRIVE SOUTHEAST ON U. S. 82 FOR
 CN2980'12.07 KM (7.50 MI) TO MILE POST 113.7O, CHILTON COUNTY ROAD NO. 15 ON
 CN2980'THE LEFT AND A WOODS ROAD ON THE RIGHT, TURN RIGHT ON THE WOODS ROAD
 CN2980'AND DRIVE SOUTH 0.16 KM (0.10 MI) TO THE STATION ON THE LEFT.
 CN2980'THE STATION IS 8.84 M (29.00 FT) SOUTHEAST OF THE CENTER OF THE WOODS
 CN2980'ROAD, APPROXIMATELY 10.00 M (32.81 FT) NORTHEAST OF THE CREST OF THE
 CN2980'HILL, 0.24 M (0.79 FT) NORTH OF A CARSONITE WITNESS POST, AND SET
 CN2980'FLUSH WITH THE GROUND.
 CN2980'CREST AZIMUTH MARK 1971 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN2980
 CN2980                          STATION RECOVERY (1991)
 CN2980
 CN2980'RECOVERED 1991
 CN2980'RECOVERED IN GOOD CONDITION.
 CN2980
 CN2980                          STATION RECOVERY (2005)
 CN2980
 CN2980'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN2980'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1957 ***********************************************************************
 BH1957  DESIGNATION -  CRICHTON MOBILE COTTON TANK
 BH1957  PID         -  BH1957
 BH1957  STATE/COUNTY-  AL/MOBILE
 BH1957  USGS QUAD   -  MOBILE (1982)
 BH1957
 BH1957                         *CURRENT SURVEY CONTROL
 BH1957  ___________________________________________________________________
 BH1957* NAD 83(1992)-  30 42 22.91784(N)    088 06 29.39558(W)     ADJUSTED  
 BH1957* NAVD 88     -                                                        
 BH1957  ___________________________________________________________________
 BH1957  LAPLACE CORR-           0.75  (seconds)                    DEFLEC99
 BH1957  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH1957
 BH1957  HORZ ORDER  -  THIRD
 BH1957
 BH1957.The horizontal coordinates were established by classical geodetic methods
 BH1957.and adjusted by the National Geodetic Survey in December 1992..
 BH1957
 BH1957
 BH1957.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1957
 BH1957.The geoid height was determined by GEOID03.
 BH1957
 BH1957;                    North         East     Units Scale Factor Converg.
 BH1957;SPC AL W     -    78,459.291   541,743.755   MT  0.99997518   -0 18 38.0
 BH1957;UTM  16      - 3,397,584.728   393,881.847   MT  0.99973891   -0 33 57.3
 BH1957
 BH1957                          SUPERSEDED SURVEY CONTROL
 BH1957
 BH1957  NAD 83(1986)-  30 42 22.93897(N)    088 06 29.39978(W) AD(       ) 4
 BH1957  NAD 27      -  30 42 22.25600(N)    088 06 29.39600(W) AD(       ) 3
 BH1957
 BH1957.Superseded values are not recommended for survey control.
 BH1957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1957.See file dsdata.txt to determine how the superseded data were derived.
 BH1957
 BH1957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9388297585(NAD 83)
 BH1957_MARKER: 53 = ELEVATED TANK
 BH1957
 BH1957  HISTORY     - Date     Condition        Report By
 BH1957  HISTORY     - 1935     FIRST OBSERVED   CGS
 BH1957  HISTORY     - 1959     GOOD             CGS
 BH1957
 BH1957                          STATION DESCRIPTION
 BH1957
 BH1957'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH1957'THE STATION IS A BLACK WATER TANK ON FOUR LEGS, ON THE PROPERTY OF
 BH1957'THE MOBILE COTTON MILLS IN THE TOWN OF CRICHTON, A SUBURB OF
 BH1957'MOBILE.
 BH1957'
 BH1957'THE POINT SIGHTED ON WAS THE FINIAL.  AN INTERSECTION STATION.
 BH1957
 BH1957                          STATION RECOVERY (1959)
 BH1957
 BH1957'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH1957'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 BH1957'DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION-
 BH1957'
 BH1957'THE TANK IS LOCATED AT THE WEST END OF THE H.L. GREEN AND CO.
 BH1957'PROPERTY AND ABOUT 60 FEET NORTH OF MILL STREET.  IT IS PAINTED
 BH1957'SILVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1961 ***********************************************************************
 BH1961  DESIGNATION -  CRICHTON VISITATION CONVEN CUP
 BH1961  PID         -  BH1961
 BH1961  STATE/COUNTY-  AL/MOBILE
 BH1961  USGS QUAD   -  MOBILE (1982)
 BH1961
 BH1961                         *CURRENT SURVEY CONTROL
 BH1961  ___________________________________________________________________
 BH1961* NAD 83(1992)-  30 41 36.83218(N)    088 05 35.03776(W)     ADJUSTED  
 BH1961* NAVD 88     -                                                        
 BH1961  ___________________________________________________________________
 BH1961  LAPLACE CORR-           0.90  (seconds)                    DEFLEC99
 BH1961  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 BH1961
 BH1961  HORZ ORDER  -  THIRD
 BH1961
 BH1961.The horizontal coordinates were established by classical geodetic methods
 BH1961.and adjusted by the National Geodetic Survey in December 1992..
 BH1961
 BH1961
 BH1961.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH1961
 BH1961.The geoid height was determined by GEOID03.
 BH1961
 BH1961;                    North         East     Units Scale Factor Converg.
 BH1961;SPC AL W     -    77,032.368   543,182.653   MT  0.99997314   -0 18 09.9
 BH1961;UTM  16      - 3,396,151.748   395,314.033   MT  0.99973519   -0 33 28.8
 BH1961
 BH1961                          SUPERSEDED SURVEY CONTROL
 BH1961
 BH1961  NAD 83(1986)-  30 41 36.85361(N)    088 05 35.04263(W) AD(       ) 4
 BH1961  NAD 27      -  30 41 36.17000(N)    088 05 35.04100(W) AD(       ) 3
 BH1961
 BH1961.Superseded values are not recommended for survey control.
 BH1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1961.See file dsdata.txt to determine how the superseded data were derived.
 BH1961
 BH1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9531496152(NAD 83)
 BH1961_MARKER: 86 = CUPOLA
 BH1961
 BH1961  HISTORY     - Date     Condition        Report By
 BH1961  HISTORY     - 1935     FIRST OBSERVED   CGS
 BH1961  HISTORY     - 1959     GOOD             CGS
 BH1961
 BH1961                          STATION DESCRIPTION
 BH1961
 BH1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH1961'THE STATION IS A CLOCK TOWER WITH A WHITE CUPOLA SURMOUNTED BY A
 BH1961'GILDED CROSS ON THE MAIN BUILDING OF THE VISITATION CONVENT ON
 BH1961'SPRING HILL AVENUE IN THE TOWN OF CRICHTON, A SUBURB OF MOBILE.
 BH1961'
 BH1961'THE POINT SIGHTED ON WAS THE BASE OF THE CROSS.  AN INTERSECTION
 BH1961'STATION.
 BH1961
 BH1961                          STATION RECOVERY (1959)
 BH1961
 BH1961'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH1961'THE STATION WAS RECOVERED IN GOOD CONDITION.  THE ORIGINAL
 BH1961'DESCRIPTION IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9093 ***********************************************************************
 AA9093  DESIGNATION -  CROSBY RESET
 AA9093  PID         -  AA9093
 AA9093  STATE/COUNTY-  AL/HOUSTON
 AA9093  USGS QUAD   -  SAFFOLD (1981)
 AA9093
 AA9093                         *CURRENT SURVEY CONTROL
 AA9093  ___________________________________________________________________
 AA9093* NAD 83(1992)-  31 01 49.56852(N)    085 04 36.70571(W)     ADJUSTED  
 AA9093* NAVD 88     -        51.16   (meters)     167.8    (feet)  N HEIGHT  
 AA9093  ___________________________________________________________________
 AA9093  X           -     469,454.749 (meters)                     COMP
 AA9093  Y           -  -5,450,091.116 (meters)                     COMP
 AA9093  Z           -   3,268,797.525 (meters)                     COMP
 AA9093  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 AA9093  ELLIP HEIGHT-          23.37  (meters)          (07/29/02) GPS OBS
 AA9093  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 AA9093  DYNAMIC HT  -          51.10  (meters)     167.7   (feet)  COMP
 AA9093  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 AA9093
 AA9093  HORZ ORDER  -  FIRST
 AA9093  VERT ORDER  -  THIRD
 AA9093  ELLP ORDER  -  FOURTH    CLASS I
 AA9093
 AA9093.The horizontal coordinates were established by GPS observations
 AA9093.and adjusted by the National Geodetic Survey in December 1992..
 AA9093
 AA9093.The orthometric height was determined by differential leveling
 AA9093.and adjusted by the National Geodetic Survey in February 1996..
 AA9093.The height was determined by precise leveling from only one NSRS
 AA9093.bench mark.  This was not adequate "tie leveling" to NSRS and was
 AA9093.allowed ONLY to validate the GPS-derived height.
 AA9093
 AA9093.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AA9093
 AA9093.The Laplace correction was computed from DEFLEC99 derived deflections.
 AA9093
 AA9093.The ellipsoidal height was determined by GPS observations
 AA9093.and is referenced to NAD 83.
 AA9093
 AA9093.The geoid height was determined by GEOID03.
 AA9093
 AA9093.The dynamic height is computed by dividing the NAVD 88
 AA9093.geopotential number by the normal gravity value computed on the
 AA9093.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AA9093.degrees latitude (g = 980.6199 gals.).
 AA9093
 AA9093.The modeled gravity was interpolated from observed gravity values.
 AA9093
 AA9093;                    North         East     Units Scale Factor Converg.
 AA9093;SPC AL E     -    59,050.414   272,221.316   MT  1.00002431   +0 23 23.9
 AA9093;SPC FL N     -   225,219.614   544,921.497   MT  1.00006169   -0 17 23.6
 AA9093;SPC FL N     -   738,908.02  1,787,796.61   sFT  1.00006169   -0 17 23.6
 AA9093;SPC GA W     -   114,579.706   613,106.985   MT  0.99999310   -0 28 09.2
 AA9093;SPC GA W     -   375,916.92  2,011,501.83   sFT  0.99999310   -0 28 09.2
 AA9093;UTM  16      - 3,434,563.317   683,552.276   MT  1.00001560   +0 59 29.9
 AA9093
 AA9093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AA9093!SPC AL E     -   0.99999633  x   1.00002431  =   1.00002064
 AA9093!SPC FL N     -   0.99999633  x   1.00006169  =   1.00005802
 AA9093!SPC GA W     -   0.99999633  x   0.99999310  =   0.99998943
 AA9093!UTM  16      -   0.99999633  x   1.00001560  =   1.00001193
 AA9093
 AA9093:                Primary Azimuth Mark                     Grid Az
 AA9093:SPC AL E     -  JAKIN                                    069 00 16.5
 AA9093:SPC FL N     -  JAKIN                                    069 41 04.0
 AA9093:SPC GA W     -  JAKIN                                    069 51 49.6
 AA9093:UTM  16      -  JAKIN                                    068 24 10.5
 AA9093
 AA9093|---------------------------------------------------------------------|
 AA9093| PID    Reference Object                     Distance      Geod. Az  |
 AA9093|                                                           dddmmss.s |
 AA9093| BT1943 JAKIN                               APPROX.13.4 KM 0692340.4 |
 AA9093| CY9292 CROSBY AZ MK                                       2200354.0 |
 AA9093| BT1125 CROSBY RM 1                          30.943 METERS 22331     |
 AA9093| BT2394 35 8                                454.859 METERS 2825449.5 |
 AA9093| BT1127 CROSBY RM 2                          35.363 METERS 31530     |
 AA9093|---------------------------------------------------------------------|
 AA9093
 AA9093                          SUPERSEDED SURVEY CONTROL
 AA9093
 AA9093  ELLIP H (12/04/92)   23.43   (m)                       GP(       ) 4 1
 AA9093  NAD 83(1992)-  31 01 49.57534(N)    085 04 36.70879(W) AD(       ) 1
 AA9093  NAD 83(1986)-  31 01 49.57679(N)    085 04 36.70972(W) AD(       ) 1
 AA9093  NAD 27      -  31 01 48.91400(N)    085 04 36.96000(W) AD(       ) 1
 AA9093  NAVD 88 (06/05/92)   51.19   (m)          167.9    (f) LEVELING    3  
 AA9093  NGVD 29 (??/??/??)   51.28   (m)          168.2    (f) N HEIGHT    3  
 AA9093
 AA9093.Superseded values are not recommended for survey control.
 AA9093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA9093.See file dsdata.txt to determine how the superseded data were derived.
 AA9093
 AA9093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV8355234563(NAD 83)
 AA9093_MARKER: DS = TRIANGULATION STATION DISK
 AA9093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA9093_SP_SET: CONCRETE POST
 AA9093_STAMPING: CROSBY 1938 1991
 AA9093_MARK LOGO: CGS   
 AA9093_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9093_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9093+STABILITY: SURFACE MOTION
 AA9093_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AA9093+SATELLITE: SATELLITE OBSERVATIONS - May 15, 2001
 AA9093
 AA9093  HISTORY     - Date     Condition        Report By
 AA9093  HISTORY     - 1991     MONUMENTED       ALHD
 AA9093  HISTORY     - 19910522 GOOD             ALHD
 AA9093  HISTORY     - 20010515 GOOD             GADT
 AA9093
 AA9093                          STATION DESCRIPTION
 AA9093
 AA9093'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991 (JDS)
 AA9093'THE STATION WAS RECOVERED LEANING OVER.  THE OLD SURFACE MARK WAS
 AA9093'PULLED AND RESET OVER THE UNDERGROUND.  THE YEAR 1991 WAS ADDED TO THE
 AA9093'OLD STAMPING. THE STATION IS LOCATED IN HOUSTON COUNTY ON PROPERTY
 AA9093'OWNED BY THE MR. A. L. JORDAN ESTATE, ABOUT 8.20 MI (13.20 KM) SOUTH
 AA9093'OF GORDON AND ABOUT 13.50 MI (21.73 KM) EAST OF COTTONWOOD. TO REACH
 AA9093'THE STATION FROM THE JUNCTION OF U.S. 84 AND THE EAST SIDE OF ROSS
 AA9093'CLARK CIRCLE (MILE POST 212.60 ON U.S. 84 AND MILE POST 10.55 ON ROSS
 AA9093'CLARK CIRCLE) IN DOTHAN, DRIVE EAST ON U.S. 84 FOR 20.55 MI (33.07 KM)
 AA9093'TO MILE POST 235.15 AND HOUSTON COUNTY ROAD NO. 85 ON THE RIGHT, TURN
 AA9093'RIGHT ON HOUSTON COUNTY ROAD NO. 85 AND DRIVE SOUTH FOR 4.65 MI (7.48
 AA9093'KM) TO A REVERSE Y-INTERSECTION WITH HOUSTON COUNTY ROAD NO. 8 SHARP
 AA9093'RIGHT AND HOUSTON COUNTY ROAD NO. 85 LEFT, BEAR LEFT ON HOUSTON COUNTY
 AA9093'ROAD NO. 85 AND DRIVE SOUTH FOR 1.60 MI (2.57 KM) TO A Y-INTERSECTION
 AA9093'WITH A PAVED COUNTY ROAD RIGHT AND HOUSTON COUNTY ROAD NO. 85 LEFT,
 AA9093'BEAR LEFT ON HOUSTON COUNTY ROAD NO. 85 AND DRIVE SOUTH FOR 1.40 MI
 AA9093'(2.25 KM) TO THE STATION ON THE LEFT. THE STATION IS 50.0 FT (15.2 M)
 AA9093'NORTHEAST OF THE CENTERLINE OF HOUSTON COUNTY ROAD NO. 85, 64.0 FT
 AA9093'(19.5 M) SOUTHEAST OF A 48-INCH LIVE OAK TREE, 82.4 FT (25.1 M)
 AA9093'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE, OLD, ABANDONED
 AA9093'FRAME HOUSE, 1.7 FT (0.5 M) SOUTHEAST OF A CARSONITE WITNESS POST, 1.7
 AA9093'FT (0.5 M) NORTHWEST OF A CARSONITE WITNESS POST, AND PROJECTS 6
 AA9093'INCHES. STATION 35-8 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 AA9093
 AA9093                          STATION RECOVERY (2001)
 AA9093
 AA9093'RECOVERY NOTE BY GEORGIA DEPARTMENT OF TRANSPORTATION 2001
 AA9093'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1125 ***********************************************************************
 BT1125  DESIGNATION -  CROSBY RM 1
 BT1125  PID         -  BT1125
 BT1125  STATE/COUNTY-  AL/HOUSTON
 BT1125  USGS QUAD   -  SAFFOLD (1981)
 BT1125
 BT1125                         *CURRENT SURVEY CONTROL
 BT1125  ___________________________________________________________________
 BT1125* NAD 83(1986)-  31 01 50.     (N)    085 04 36.     (W)     SCALED    
 BT1125* NAVD 88     -        49.131  (meters)     161.19   (feet)  ADJUSTED  
 BT1125  ___________________________________________________________________
 BT1125  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BT1125  DYNAMIC HT  -          49.069 (meters)     160.99  (feet)  COMP
 BT1125  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 BT1125
 BT1125  VERT ORDER  -  SECOND    CLASS 0
 BT1125
 BT1125.The horizontal coordinates were scaled from a topographic map and have
 BT1125.an estimated accuracy of +/- 6 seconds.
 BT1125
 BT1125.The orthometric height was determined by differential leveling
 BT1125.and adjusted by the National Geodetic Survey in June 1991..
 BT1125
 BT1125.The geoid height was determined by GEOID03.
 BT1125
 BT1125.The dynamic height is computed by dividing the NAVD 88
 BT1125.geopotential number by the normal gravity value computed on the
 BT1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1125.degrees latitude (g = 980.6199 gals.).
 BT1125
 BT1125.The modeled gravity was interpolated from observed gravity values.
 BT1125
 BT1125;                    North         East    Units  Estimated Accuracy
 BT1125;SPC AL E     -    59,060.      272,240.      MT  (+/- 180 meters Scaled)
 BT1125
 BT1125                          SUPERSEDED SURVEY CONTROL
 BT1125
 BT1125  NGVD 29 (??/??/92)   49.252  (m)          161.59   (f) ADJ UNCH    2 0
 BT1125
 BT1125.Superseded values are not recommended for survey control.
 BT1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1125.See file dsdata.txt to determine how the superseded data were derived.
 BT1125
 BT1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV835345(NAD 83)
 BT1125_MARKER: DR = REFERENCE MARK DISK
 BT1125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1125_STAMPING: CROSBY NO 1 1938
 BT1125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1125+STABILITY: SURFACE MOTION
 BT1125
 BT1125  HISTORY     - Date     Condition        Report By
 BT1125  HISTORY     - 1938     MONUMENTED       CGS
 BT1125  HISTORY     - 1952     GOOD             NGS
 BT1125
 BT1125                          STATION DESCRIPTION
 BT1125
 BT1125'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT1125'11 MI SW FROM ALAGA.
 BT1125'ABOUT 8.45 MILES SOUTH ALONG A GRADED ROAD FROM THE ATLANTIC COAST
 BT1125'LINE RAILROAD STATION AT ALAGA TO THE ENTRANCE TO CHATTAHOOCHEE
 BT1125'STATE PARK, THENCE ABOUT 2.6 MILES NORTHWEST ALONG A BLACK TOP ROAD,
 BT1125'ABOUT 0.8 MILE SOUTHEAST OF CROSSROADS AND STORE AT CROSBY, ON THE
 BT1125'NORTHWEST SLOPE OF A HILL, 101 FEET SOUTHWEST AND AT APPROXIMATE
 BT1125'RIGHT ANGLE ACROSS ROAD FROM THE STATION MARK, 49 FEET SOUTHEAST
 BT1125'OF A 30-INCH OAK TREE, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN
 BT1125'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1127 ***********************************************************************
 BT1127  DESIGNATION -  CROSBY RM 2
 BT1127  PID         -  BT1127
 BT1127  STATE/COUNTY-  AL/HOUSTON
 BT1127  USGS QUAD   -  SAFFOLD (1981)
 BT1127
 BT1127                         *CURRENT SURVEY CONTROL
 BT1127  ___________________________________________________________________
 BT1127* NAD 83(1986)-  31 01 49.     (N)    085 04 37.     (W)     SCALED    
 BT1127* NAVD 88     -        49.457  (meters)     162.26   (feet)  ADJUSTED  
 BT1127  ___________________________________________________________________
 BT1127  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BT1127  DYNAMIC HT  -          49.394 (meters)     162.05  (feet)  COMP
 BT1127  MODELED GRAV-     979,373.5   (mgal)                       NAVD 88
 BT1127
 BT1127  VERT ORDER  -  SECOND    CLASS 0
 BT1127
 BT1127.The horizontal coordinates were scaled from a topographic map and have
 BT1127.an estimated accuracy of +/- 6 seconds.
 BT1127
 BT1127.The orthometric height was determined by differential leveling
 BT1127.and adjusted by the National Geodetic Survey in June 1991..
 BT1127
 BT1127.The geoid height was determined by GEOID03.
 BT1127
 BT1127.The dynamic height is computed by dividing the NAVD 88
 BT1127.geopotential number by the normal gravity value computed on the
 BT1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1127.degrees latitude (g = 980.6199 gals.).
 BT1127
 BT1127.The modeled gravity was interpolated from observed gravity values.
 BT1127
 BT1127;                    North         East    Units  Estimated Accuracy
 BT1127;SPC AL E     -    59,030.      272,210.      MT  (+/- 180 meters Scaled)
 BT1127
 BT1127                          SUPERSEDED SURVEY CONTROL
 BT1127
 BT1127  NGVD 29 (??/??/92)   49.578  (m)          162.66   (f) ADJ UNCH    2 0
 BT1127
 BT1127.Superseded values are not recommended for survey control.
 BT1127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1127.See file dsdata.txt to determine how the superseded data were derived.
 BT1127
 BT1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV835345(NAD 83)
 BT1127_MARKER: DR = REFERENCE MARK DISK
 BT1127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1127_SP_SET: CONCRETE POST
 BT1127_STAMPING: CROSBY NO 2 1938
 BT1127_MARK LOGO: CGS   
 BT1127_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT1127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1127+STABILITY: SURFACE MOTION
 BT1127_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1127+SATELLITE: SATELLITE OBSERVATIONS - May 22, 1991
 BT1127
 BT1127  HISTORY     - Date     Condition        Report By
 BT1127  HISTORY     - 1938     MONUMENTED       CGS
 BT1127  HISTORY     - 1952     GOOD             NGS
 BT1127  HISTORY     - 19910522 GOOD             ALHD
 BT1127
 BT1127                          STATION DESCRIPTION
 BT1127
 BT1127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT1127'11 MI SW FROM ALAGA.
 BT1127'ABOUT 8.45 MILES SOUTH ALONG A GRADED ROAD FROM THE ATLANTIC COAST
 BT1127'LINE RAILROAD STATION AT ALAGA TO THE ENTRANCE TO CHATTAHOOCHEE
 BT1127'STATE PARK, THENCE ABOUT 2.6 MILES NORTHWEST ALONG BLACK TOP ROAD,
 BT1127'ABOUT 0.8 MILE SOUTHEAST OF THE CROSSROADS AND STORE AT CROSBY, ON
 BT1127'THE NORTHWEST SLOPE OF A HILL, ON THE EDGE OF A ROAD BANK, 116 FEET
 BT1127'NORTHWEST OF THE STATION MARK, 51 FEET NORTHEAST OF CENTER LINE
 BT1127'OF ROAD, 11 FEET NORTH OF CENTER OF A FOOT PATH LEADING TO HOUSE,
 BT1127'51 FEET NORTHWEST OF A 30-INCH OAK TREE, ABOUT 6 FEET ABOVE LEVEL
 BT1127'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES
 BT1127'WITH A PORTION OF SOUTHWEST SIDE OF POST EXPOSED DUE TO WASH OF
 BT1127'BANK.
 BT1127
 BT1127                          STATION RECOVERY (1991)
 BT1127
 BT1127'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT1127'THE STATION IS LOCATED IN HOUSTON COUNTY ON PROPERTY OWNED BY MR. A.
 BT1127'L. JORDAN ESTATE, ABOUT 8.20 MI (13.20 KM) SOUTH OF GORDON AND ABOUT
 BT1127'13.50 MI (21.73 KM) EAST OF COTTONWOOD.
 BT1127'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 EAST AND THE EAST
 BT1127'SIDE OF ROSS CLARK CIRCLE (MILE POST 212.60 ON U.S. 84 AND MILE POST
 BT1127'10.55 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE EAST ON U.S. 84 FOR
 BT1127'20.55 MI (33.07 KM) TO MILE POST 235.15 AND HOUSTON COUNTY ROAD NO.
 BT1127'85 ON THE RIGHT, TURN RIGHT ON HOUSTON COUNTY ROAD NO. 85 AND DRIVE
 BT1127'SOUTH FOR 4.65 MI (7.48 KM) TO A REVERSE Y-INTERSECTION WITH HOUSTON
 BT1127'COUNTY ROAD NO. 8 SHARP RIGHT AND HOUSTON COUNTY ROAD NO. 85 LEFT,
 BT1127'BEAR LEFT ON HOUSTON COUNTY ROAD NO. 85 AND DRIVE SOUTH FOR 1.60 MI
 BT1127'(2.57 KM) TO A Y-INTERSECTION WITH A PAVED COUNTY ROAD RIGHT AND
 BT1127'HOUSTON COUNTY ROAD NO. 85 LEFT, BEAR LEFT ON HOUSTON COUNTY ROAD NO.
 BT1127'85 AND DRIVE SOUTH FOR 1.40 MI (2.25 KM) TO THE STATION ON THE LEFT.
 BT1127'THE STATION IS 23.0 FT (7.0 M) EAST-SOUTHEAST OF CONCRETE RIGHT OF WAY
 BT1127'MARKER PT 175 + 77.3, 50.0 FT (15.2 M) NORTHWEST OF A 48-INCH LIVE
 BT1127'OAK TREE, 51.5 FT (15.7 M) NORTHEAST OF THE CENTERLINE OF HOUSTON
 BT1127'COUNTY ROAD NO. 85, 1.2 FT (0.4 M) NORTHEAST OF A CARSONITE WITNESS
 BT1127'POST, AND PROJECTS 1 INCH.
 BT1127'ELEVATION 162.657 FEET (49.578 M) OR 49.578 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1953 ***********************************************************************
 BU1953  DESIGNATION -  CROSS
 BU1953  PID         -  BU1953
 BU1953  STATE/COUNTY-  AL/BALDWIN
 BU1953  USGS QUAD   -  VAUGHN (1983)
 BU1953
 BU1953                         *CURRENT SURVEY CONTROL
 BU1953  ___________________________________________________________________
 BU1953* NAD 83(1992)-  31 00 31.82511(N)    087 47 02.47703(W)     ADJUSTED  
 BU1953* NAVD 88     -        90.     (meters)     295.     (feet)  SCALED    
 BU1953  ___________________________________________________________________
 BU1953  LAPLACE CORR-           1.35  (seconds)                    DEFLEC99
 BU1953  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BU1953
 BU1953  HORZ ORDER  -  FIRST
 BU1953
 BU1953.The horizontal coordinates were established by classical geodetic methods
 BU1953.and adjusted by the National Geodetic Survey in December 1992..
 BU1953
 BU1953.The orthometric height was scaled from a topographic map.
 BU1953
 BU1953.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1953
 BU1953.The geoid height was determined by GEOID03.
 BU1953
 BU1953;                    North         East     Units Scale Factor Converg.
 BU1953;SPC AL W     -   111,868.221   572,879.004   MT  0.99994240   -0 08 46.8
 BU1953;SPC FL N     -   227,202.286   286,416.671   MT  1.00005609   -1 39 01.1
 BU1953;SPC FL N     -   745,412.83    939,685.36   sFT  1.00005609   -1 39 01.1
 BU1953;UTM  16      - 3,430,845.470   425,158.367   MT  0.99966909   -0 24 14.1
 BU1953
 BU1953!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1953!SPC AL W     -   0.99999032  x   0.99994240  =   0.99993272
 BU1953!SPC FL N     -   0.99999032  x   1.00005609  =   1.00004641
 BU1953!UTM  16      -   0.99999032  x   0.99966909  =   0.99965942
 BU1953
 BU1953:                Primary Azimuth Mark                     Grid Az
 BU1953:SPC AL W     -  ATLANTA MOBILE LDG FLD BCN 16            069 46 43.8
 BU1953:SPC FL N     -  ATLANTA MOBILE LDG FLD BCN 16            071 16 58.1
 BU1953:UTM  16      -  ATLANTA MOBILE LDG FLD BCN 16            070 02 11.1
 BU1953
 BU1953|---------------------------------------------------------------------|
 BU1953| PID    Reference Object                     Distance      Geod. Az  |
 BU1953|                                                           dddmmss.s |
 BU1953| BU1947 ATLANTA MOBILE LDG FLD BCN 16       APPROX.21.7 KM 0693757.0 |
 BU1953| BU1952 ALABAMA FOREST COMM FIRE TOWER       24.159 METERS 08221     |
 BU1953| CF9480 CROSS RM 1                           43.933 METERS 09134     |
 BU1953| BG4136 ATLANTA MOBILE AWY BCN 15           APPROX. 9.3 KM 1243102.9 |
 BU1953| BG4158 BAY MINETTE NEWPORT TURP TANK       APPROX.14.0 KM 1725242.6 |
 BU1953| BG4157 BAY MINETTE COUNTY CTHSE CUP        APPROX.14.0 KM 1760909.0 |
 BU1953| BG4159 BAY MINETTE FUNNEL SHAPED TANK      APPROX.13.8 KM 1761150.4 |
 BU1953| CF9479 CROSS AZ MK                                        1943324.0 |
 BU1953| CF9481 CROSS RM 2                           45.265 METERS 35637     |
 BU1953|---------------------------------------------------------------------|
 BU1953
 BU1953                          SUPERSEDED SURVEY CONTROL
 BU1953
 BU1953  NAD 83(1986)-  31 00 31.84599(N)    087 47 02.48203(W) AD(       ) 1
 BU1953  NAD 27      -  31 00 31.19300(N)    087 47 02.50800(W) AD(       ) 1
 BU1953
 BU1953.Superseded values are not recommended for survey control.
 BU1953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1953.See file dsdata.txt to determine how the superseded data were derived.
 BU1953
 BU1953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2515830845(NAD 83)
 BU1953_MARKER: DS = TRIANGULATION STATION DISK
 BU1953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1953
 BU1953  HISTORY     - Date     Condition        Report By
 BU1953  HISTORY     - 1938     MONUMENTED       CGS
 BU1953  HISTORY     - 1938     GOOD             CGS
 BU1953
 BU1953                          STATION DESCRIPTION
 BU1953
 BU1953'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BU1953'STATION IS LOCATED ON A HIGH RIDGE ON CUT-OVER TIMBER LAND AT A
 BU1953'STATE FIRE TOWER, ABOUT 1/2 MILE SE OF GOPHER HILL (THE SITE OF
 BU1953'DEAN, 1895).  THE STATION IS IN THE NW 1/4 SEC. 33, T 1 N,
 BU1953'R 3 E, ABOUT 9 MILES N OF BAY MINETTE, AND 17.5 MILES W OF ATMORE,
 BU1953'79.24 FEET WSW OF CENTER OF FIRE TOWER, 36 FEET E OF FENCE LINE,
 BU1953'56.2 FEET N OF FENCE LINE, 65.3 FEET NE OF SW FENCE CORNER,
 BU1953'55 PACES SW OF WHITE HOUSE, AND PROJECTS ABOUT 5 INCHES.
 BU1953'
 BU1953'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BU1953'BRONZE DISKS SET IN CONCRETE.
 BU1953'
 BU1953'TO REACH STATION FROM THE COURTHOUSE IN BAY MINETTE, GO N OF
 BU1953'HIGHWAY 59 (STOCKTON ROAD) FOR 9.90 MILES TO A GRAVEL ROAD TO
 BU1953'R AT A CHURCH IN SETTLEMENT OF STOCKTON, TURN R AND FOLLOW MAIN
 BU1953'GRADED ROAD FOR 4.90 MILES TO A ROAD R AT THE FIRE TOWER GROUNDS,
 BU1953'TURN R AND GO 0.1 MILE TO GATE, AND STATION IN SW CORNER OF
 BU1953'GROUNDS.
 BU1953'
 BU1953'REFERENCE MARK NO. 1 IS LOCATED E OF STATION, 19 PACES E OF SE
 BU1953'LEG OF FIRE TOWER, 1 FOOT W OF FENCE LINE, 11 PACES SE OF 9-INCH
 BU1953'SCRUB OAK, AND PROJECTS ABOUT 5 INCHES.  REFERENCE MARK NO. 2 IS
 BU1953'LOCATED N OF STATION, 5 PACES SE OF WHITE PRIVY, 8 PACES E OF
 BU1953'FENCE LINE, 13 PACES S OF FENCE LINE, AND PROJECTS ABOUT 4
 BU1953'INCHES.
 BU1953'
 BU1953'AZIMUTH MARK IS LOCATED 0.2 MILE SSW OF STATION, 1 FOOT N OF
 BU1953'FENCE LINE, 27.9 FEET E OF SW FENCE CORNER, 23.7 FEET NNE OF
 BU1953'8-INCH SCRUB OAK, AND PROJECTS ABOUT 8 INCHES.
 BU1953'
 BU1953'TO REACH FROM GATE, GO S 0.05 MILE TO HOUSE, TURN R AND FOLLOW
 BU1953'ROAD W AND THEN S FOR 0.1 MILE TO ANOTHER HOUSE AT FORK IN ROAD,
 BU1953'TAKE L FORK AND PROCEED ABOUT 300 FEET TO FENCE CORNER AND AZIMUTH
 BU1953'MARK.
 BU1953'
 BU1953'CENTER OF FIRE TOWER WAS ESTABLISHED BY PLACING STAKE AT HALF
 BU1953'WAY POINT.
 BU1953'
 BU1953'HEIGHT OF LIGHT ABOVE STATION MARK - 87 FEET.
 BU1953
 BU1953                          STATION RECOVERY (1938)
 BU1953
 BU1953'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (APR)
 BU1953'STATION WAS RECOVERED AS DESCRIBED BY R.A.E. 1938.  STATION,
 BU1953'REFERENCE, AND AZIMUTH MARKS WERE FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1783 ***********************************************************************
 DJ1783  DESIGNATION -  CROSS
 DJ1783  PID         -  DJ1783
 DJ1783  STATE/COUNTY-  AL/LAMAR
 DJ1783  USGS QUAD   -  VERNON (1985)
 DJ1783
 DJ1783                         *CURRENT SURVEY CONTROL
 DJ1783  ___________________________________________________________________
 DJ1783* NAD 83(1992)-  33 45 36.06607(N)    088 02 26.65502(W)     ADJUSTED  
 DJ1783* NAVD 88     -       168.     (meters)     551.     (feet)  SCALED    
 DJ1783  ___________________________________________________________________
 DJ1783  LAPLACE CORR-           0.29  (seconds)                    DEFLEC99
 DJ1783  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DJ1783
 DJ1783  HORZ ORDER  -  THIRD
 DJ1783
 DJ1783.The horizontal coordinates were established by classical geodetic methods
 DJ1783.and adjusted by the National Geodetic Survey in December 1992..
 DJ1783
 DJ1783.The orthometric height was scaled from a topographic map.
 DJ1783
 DJ1783.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1783
 DJ1783.The geoid height was determined by GEOID03.
 DJ1783
 DJ1783;                    North         East     Units Scale Factor Converg.
 DJ1783;SPC AL W     -   417,032.794   549,907.091   MT  0.99996426   -0 18 01.8
 DJ1783;UTM  16      - 3,736,034.285   403,618.676   MT  0.99971452   -0 34 42.2
 DJ1783
 DJ1783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1783!SPC AL W     -   0.99997799  x   0.99996426  =   0.99994225
 DJ1783!UTM  16      -   0.99997799  x   0.99971452  =   0.99969251
 DJ1783
 DJ1783:                Primary Azimuth Mark                     Grid Az
 DJ1783:SPC AL W     -  CROSS AZ MK                              043 06 14.3
 DJ1783:UTM  16      -  CROSS AZ MK                              043 22 54.7
 DJ1783
 DJ1783|---------------------------------------------------------------------|
 DJ1783| PID    Reference Object                     Distance      Geod. Az  |
 DJ1783|                                                           dddmmss.s |
 DJ1783| CF9486 CROSS AZ MK                                        0424812.5 |
 DJ1783| CF9487 CROSS RM 1                            7.434 METERS 06727     |
 DJ1783| CF9488 CROSS RM 2                            9.571 METERS 16850     |
 DJ1783|---------------------------------------------------------------------|
 DJ1783
 DJ1783                          SUPERSEDED SURVEY CONTROL
 DJ1783
 DJ1783  NAD 83(1986)-  33 45 36.07235(N)    088 02 26.65595(W) AD(       ) 3
 DJ1783  NAD 27      -  33 45 35.68400(N)    088 02 26.56200(W) AD(       ) 3
 DJ1783
 DJ1783.Superseded values are not recommended for survey control.
 DJ1783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1783.See file dsdata.txt to determine how the superseded data were derived.
 DJ1783
 DJ1783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC0361936034(NAD 83)
 DJ1783_MARKER: DS = TRIANGULATION STATION DISK
 DJ1783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1783_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1783
 DJ1783  HISTORY     - Date     Condition        Report By
 DJ1783  HISTORY     - 1950     MONUMENTED       CGS
 DJ1783
 DJ1783                          STATION DESCRIPTION
 DJ1783
 DJ1783'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1783'THE STATION IS LOCATED ABOUT 2-1/2 MILES NORTHWEST OF CROSSVILLE,
 DJ1783'ON THE CREST OF A TIMBERED RIDGE, 58 FEET WEST OF THE CENTER OF
 DJ1783'STATE HIGHWAY NO. 17, 24 FEET NORTHWEST OF A POWER LINE POLE, AND
 DJ1783'5 FEET EAST OF A WITNESS POST.
 DJ1783'
 DJ1783'TO REACH THE STATION FROM CROSSVILLE, GO FIRST NORTHWESTERLY
 DJ1783'THEN SOUTHWESTERLY ON STATE HIGHWAY NO. 17 FOR 3.0 MILES TO THE
 DJ1783'STATION ON THE RIGHT AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM
 DJ1783'THE STATION, GO NORTHEASTERLY ON STATE HIGHWAY NO. 17 FOR 0.45
 DJ1783'MILE, THEN RIGHT ON A GRAVELED ROAD FOR 0.15 MILE TO THE MARK
 DJ1783'ON THE LEFT AS DESCRIBED.
 DJ1783'
 DJ1783'THE STATION MARK IS FLUSH WITH THE GROUND, AND THE DISK
 DJ1783'IS STAMPED CROSS 1950.
 DJ1783'
 DJ1783'REFERENCE MARK NO. 1 IS 35 FEET NORTH OF A POWER POLE, AND 18
 DJ1783'FEET WEST OF THE CENTER OF STATE HIGHWAY NO. 17.  IT PROJECTS 2
 DJ1783'INCHES, AND THE DISK IS STAMPED CROSS NO 1 1950.
 DJ1783'
 DJ1783'REFERENCE MARK NO. 2 IS 17 FEET WEST OF THE CENTER OF STATE
 DJ1783'HIGHWAY NO. 17, AND 9 FEET SOUTH OF A POWER POLE.  IT PROJECTS 3
 DJ1783'INCHES, AND THE DISK IS STAMPED CROSS NO 2 1950.
 DJ1783'
 DJ1783'THE AZIMUTH MARK IS ON PROPERTY OWNED BY MR. A.P. OAKES, ABOUT 80
 DJ1783'YARDS SOUTH OF HIS HOUSE, IN A T INTERSECTION OF WIRE FENCES,
 DJ1783'41 FEET NORTH OF THE NORTHEAST CORNER OF A CONCRETE BLOCK BARN,
 DJ1783'37 FEET WEST OF THE CENTER OF A GRAVELED ROAD, AND 1 FOOT SOUTH
 DJ1783'OF A WITNESS POST, IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DJ1783'CROSS 1950.
 DJ1783'
 DJ1783'THE AZIMUTH MARK AND REFERENCE MARKS ARE STANDARD DISKS SET
 DJ1783'IN THE TOPS OF 12-INCH SQUARE CONCRETE POSTS.  THE STATION MARK
 DJ1783'IS A STANDARD DISK SET IN THE CENTER OF A 12-INCH CONCRETE
 DJ1783'CYLINDER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2133 ***********************************************************************
 BH2133  DESIGNATION -  CROSS
 BH2133  PID         -  BH2133
 BH2133  STATE/COUNTY-  AL/MOBILE
 BH2133  USGS QUAD   -  CODEN (1985)
 BH2133
 BH2133                         *CURRENT SURVEY CONTROL
 BH2133  ___________________________________________________________________
 BH2133* NAD 83(1992)-  30 23 55.61635(N)    088 10 13.08625(W)     ADJUSTED  
 BH2133* NAVD 88     -         4.86   (+/-2cm)      15.9    (feet)  VERTCON   
 BH2133  ___________________________________________________________________
 BH2133  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BH2133  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BH2133
 BH2133  HORZ ORDER  -  THIRD
 BH2133  VERT ORDER  -  THIRD ? (See Below)
 BH2133
 BH2133.The horizontal coordinates were established by classical geodetic methods
 BH2133.and adjusted by the National Geodetic Survey in May 1994..
 BH2133
 BH2133.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2133.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2133.The vertical order pertains to the NGVD 29 superseded value.
 BH2133
 BH2133.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2133
 BH2133.The geoid height was determined by GEOID03.
 BH2133
 BH2133;                    North         East     Units Scale Factor Converg.
 BH2133;SPC AL W     -    44,395.049   535,588.798   MT  0.99998450   -0 20 21.1
 BH2133;UTM  16      - 3,363,556.041   387,577.280   MT  0.99975592   -0 35 32.1
 BH2133
 BH2133!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2133!SPC AL W     -   1.00000366  x   0.99998450  =   0.99998816
 BH2133!UTM  16      -   1.00000366  x   0.99975592  =   0.99975958
 BH2133
 BH2133:                Primary Azimuth Mark                     Grid Az
 BH2133:SPC AL W     -  CODEN                                    256 41 24.6
 BH2133:UTM  16      -  CODEN                                    256 56 35.6
 BH2133
 BH2133|---------------------------------------------------------------------|
 BH2133| PID    Reference Object                     Distance      Geod. Az  |
 BH2133|                                                           dddmmss.s |
 BH2133| BH0275 CODEN                               APPROX. 7.0 KM 2562103.5 |
 BH2133| DD7765 CROSS RM 2                           35.843 METERS 27320     |
 BH2133| DD7764 CROSS RM 1                           40.965 METERS 34514     |
 BH2133|---------------------------------------------------------------------|
 BH2133
 BH2133                          SUPERSEDED SURVEY CONTROL
 BH2133
 BH2133  NAD 83(1992)-  30 23 55.61671(N)    088 10 13.08641(W) AD(       ) 3
 BH2133  NAD 83(1986)-  30 23 55.63907(N)    088 10 13.08903(W) AD(       ) 3
 BH2133  NAD 27      -  30 23 54.92500(N)    088 10 13.08000(W) AD(       ) 3
 BH2133  NGVD 29 (07/19/86)    4.89   (m)           16.0    (f) LEVELING    3  
 BH2133
 BH2133.Superseded values are not recommended for survey control.
 BH2133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2133.See file dsdata.txt to determine how the superseded data were derived.
 BH2133
 BH2133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8757763556(NAD 83)
 BH2133_MARKER: DS = TRIANGULATION STATION DISK
 BH2133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2133_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2133
 BH2133  HISTORY     - Date     Condition        Report By
 BH2133  HISTORY     - 1935     MONUMENTED       CGS
 BH2133  HISTORY     - 1958     GOOD             CGS
 BH2133  HISTORY     - 1976     MARK NOT FOUND   NGS
 BH2133  HISTORY     - 1978     GOOD             NGS
 BH2133
 BH2133                          STATION DESCRIPTION
 BH2133
 BH2133'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2133'THE STATION IS ABOUT 4 MILES ENE OF THE SETTLEMENT OF CODEN AND 7
 BH2133'MILES NW OF CEDAR POINT AT A GRADE CROSSING OF A BRANCH OF THE
 BH2133'BAY SHORE RAILROAD, ABOUT 1.3 MILES SW OF THE DELCHAMPS RAILROAD
 BH2133'STATION.  THE STATION MARK IS 85 FEET NE OF THE CENTER LINE OF THE
 BH2133'GRAVEL ROAD, AND 95 FEET N OF THE CENTER LINE OF THE RAILROAD.
 BH2133'
 BH2133'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BH2133'BRONZE DISKS SET IN CONCRETE.
 BH2133'
 BH2133'REFERENCE MARK NO. 1 IS 147 FEET W OF THE CENTER LINE OF THE GRADE
 BH2133'CROSSING, AND 27 FEET N OF THE CENTER LINE OF THE GRAVEL ROAD,
 BH2133'NORMAL TO THE CURVE.
 BH2133'
 BH2133'REFERENCE MARK NO. 2 IS 213 FEET N OF THE CENTER LINE OF THE RAILROAD
 BH2133'AND 220 FEET NNE OF THE CENTER LINE OF THE GRADE CROSSING.
 BH2133'
 BH2133'THE AZIMUTH MARK IS 0.7 MILE W OF THE STATION, AT THE END OF A
 BH2133'TANGENT, THE ROAD CURVING LEFT, 30 FEET N OF THE CENTER LINE OF THE
 BH2133'GRAVEL HIGHWAY, 12 FEET S OF A DIM WOODS ROAD THAT IS A CONTINUATION
 BH2133'OF THE TANGENT OF GRAVEL ROAD AT THE CURVE, AND 13 FEET NE OF A
 BH2133'12-INCH CROOKED PINE TREE.
 BH2133'
 BH2133'TO REACH FROM THE JUNCTION OF THE BELLINGRATH GARDEN ROAD AND U.S.
 BH2133'HIGHWAY 90, FOLLOW THE BELLINGRATH GARDEN ROAD 10.4 MILES, (0.4
 BH2133'MILE PAST THE DELCHAMPS RAILROAD STATION) AND TURN RIGHT ON SIDE ROAD
 BH2133'AT A PAN-AM GASOLINE STATION, IN FOLLOWING THE BELLINGRATH
 BH2133'GARDEN ROAD KEEP STRAIGHT S PASSING ALL CROSSROADS AND DO NOT TURN
 BH2133'LEFT INTO THE GARDENS, BUT KEEP STRAIGHT AHEAD, FROM THE PAN-AM
 BH2133'GASOLINE STATION FOLLOW W 1.3 MILES TO THE CROSSING AND STATION.
 BH2133
 BH2133                          STATION RECOVERY (1958)
 BH2133
 BH2133'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2133'STATION MARK, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 BH2133'CONDITION.  THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.
 BH2133'THE DIRECTIONS TO RM 1 AND RM 2 IN THE PUBLISHED DESCRIPTION ARE IN
 BH2133'REVERSE ORDER.  THE PUBLISHED DESCRIPTION IS INADEQUATE, A NEW
 BH2133'DESCRIPTION FOLLOWS-
 BH2133'
 BH2133'STATION IS LOCATED ABOUT 6 MILES E OF BAYOU LABATRE AT A SHARP S
 BH2133'CURVE IN THE ROAD AT DISMANTLED R.R. GRADE CROSSING.  THE STATION
 BH2133'MARK IS 85 FT NE OF THE CENTERLINE OF THE DIRT ROAD AND 95 FT N OF
 BH2133'THE CENTERLINE OF THE DISMANTLED R.R.
 BH2133'
 BH2133'STATION MARK IS STAMPED CROSS 1935 AND PROJECTS 4 INCHES.
 BH2133'
 BH2133'REFERENCE MARK NO. 1 IS W OF THE STATION, 27 FT N OF THE CENTERLINE
 BH2133'OF ROAD AND 147 FT W OF THE OLD GRADE CROSSING, STAMPED CROSS RM
 BH2133'1 1935 AND PROJECT 3 INCHES.
 BH2133'
 BH2133'REFERENCE MARK NO. 2 IS N OF THE STATION, 213 FT N OF THE CENTERLINE
 BH2133'OF THE DISMANTLED R.R. AND 220 FT NNE OF THE OLD GRADE CROSSING,
 BH2133'STAMPED CROSS RM 2 1935 AND PROJECTS 2 INCHES.
 BH2133'
 BH2133'THE AZIMUTH MARK IS 0.7 MILE W OF THE STATION, AT THE END OF A
 BH2133'TANGENT, THE ROAD CURVING LEFT, 30 FT N OF CENTERLINE OF ROAD, 12 FT
 BH2133'S OF CONTINUATION OF THE TANGENT OF THE DIRT ROAD.  AZIMUTH MARK IS
 BH2133'STAMPED CROSS AZIMUTH 1935 AND PROJECTS 2 INCHES.
 BH2133'
 BH2133'TO REACH THE STATION FROM BAYOU LABATRE GO E ON ALA. STATE HWY 188
 BH2133'ABOUT 7 MILES TO ITS JUNCTION WITH ROUTE 59, TURN LEFT (N) ON
 BH2133'ROUTE 59 (TOWARD BELLINGRATH GARDENS) AND GO 1.8 MILES, TURN LEFT (W)
 BH2133'ON DIRT ROAD AND GO 1.3 MILES TO S CURVE AND STATION ON RIGHT.
 BH2133
 BH2133                          STATION RECOVERY (1976)
 BH2133
 BH2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2133'A THOROUGH SEARCH WAS MADE FOR THE STATION, A FIRE BREAK HAS BEEN
 BH2133'MADE BY A LARGE BULLDOZER, WHERE THE DESCRIPTION DESCRIBED THE
 BH2133'STATION SITE TO BE, ALSO THE AREA HAS BEEN LOGGED OFF.
 BH2133'
 BH2133'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2133'4 MILES ENE OF CODEN.
 BH2133
 BH2133                          STATION RECOVERY (1978)
 BH2133
 BH2133'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BH2133'STATION MARK AND REFERENCE MARKS NO.1 AND NO.2 WERE RECOVERED IN GOOD
 BH2133'CONDITION.  REFERENCE MARKS NO.1 AND NO.2 MONUMENTS WERE CHIPPED BUT
 BH2133'WERE SOLID AND IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR
 BH2133'BUT NOT FOUND DUE TO HEAVY BRUSH.  THE 1935 DESCRIPTION BY GLA IS
 BH2133'STILL ADEQUATE AND COMPLETE WITH THE FOLLOWING EXCEPTION.  METAL
 BH2133'WITNESS POST AND SIGNS WERE SET 1 FOOT OF THE STATION MARK AND
 BH2133'REFERENCE MARKS NO.1 AND NO.2.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1498 ***********************************************************************
 EF1498  DESIGNATION -  CROWDER 2
 EF1498  PID         -  EF1498
 EF1498  STATE/COUNTY-  AL/LAUDERDALE
 EF1498  USGS QUAD   -  LEXINGTON (1972)
 EF1498
 EF1498                         *CURRENT SURVEY CONTROL
 EF1498  ___________________________________________________________________
 EF1498* NAD 83(1992)-  34 59 59.11612(N)    087 15 24.54530(W)     ADJUSTED  
 EF1498* NAVD 88     -       266.5    (meters)     874.     (feet)  VERTCON   
 EF1498  ___________________________________________________________________
 EF1498  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 EF1498  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EF1498
 EF1498  HORZ ORDER  -  SECOND
 EF1498
 EF1498.The horizontal coordinates were established by classical geodetic methods
 EF1498.and adjusted by the National Geodetic Survey in December 1992..
 EF1498
 EF1498.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1498.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1498
 EF1498.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1498
 EF1498.The geoid height was determined by GEOID03.
 EF1498
 EF1498;                    North         East     Units Scale Factor Converg.
 EF1498;SPC AL W     -   554,442.322   622,198.236   MT  0.99993940   +0 08 22.1
 EF1498;UTM  16      - 3,873,045.962   476,564.823   MT  0.99960677   -0 08 50.3
 EF1498
 EF1498!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1498!SPC AL W     -   0.99996247  x   0.99993940  =   0.99990187
 EF1498!UTM  16      -   0.99996247  x   0.99960677  =   0.99956926
 EF1498
 EF1498:                Primary Azimuth Mark                     Grid Az
 EF1498:SPC AL W     -  CROWDER 2 AZ MK                          020 07 44.2
 EF1498:UTM  16      -  CROWDER 2 AZ MK                          020 24 56.6
 EF1498
 EF1498|---------------------------------------------------------------------|
 EF1498| PID    Reference Object                     Distance      Geod. Az  |
 EF1498|                                                           dddmmss.s |
 EF1498| FD1558 CROWDER 2 AZ MK                     APPROX. 0.7 KM 0201606.3 |
 EF1498| FD1401 CROWDER RM 1                         73.477 METERS 06616     |
 EF1498| CG5183 CROWDER 2 RM 3                       22.478 METERS 24036     |
 EF1498| CG5184 CROWDER 2 RM 4                       23.238 METERS 29512     |
 EF1498|---------------------------------------------------------------------|
 EF1498
 EF1498                          SUPERSEDED SURVEY CONTROL
 EF1498
 EF1498  NAD 83(1992)-  34 59 59.12483(N)    087 15 24.55007(W) AD(       ) 2
 EF1498  NAD 83(1986)-  34 59 59.12659(N)    087 15 24.54861(W) AD(       ) 2
 EF1498  NAD 27      -  34 59 58.82666(N)    087 15 24.48797(W) AD(       ) 2
 EF1498  NGVD 29 (07/19/86)  266.4    (m)          874.     (f) VERT ANG       
 EF1498
 EF1498.Superseded values are not recommended for survey control.
 EF1498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1498.See file dsdata.txt to determine how the superseded data were derived.
 EF1498
 EF1498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD7656573046(NAD 83)
 EF1498_MARKER: DS = TRIANGULATION STATION DISK
 EF1498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1498_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EF1498_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1498
 EF1498  HISTORY     - Date     Condition        Report By
 EF1498  HISTORY     - 1979     MONUMENTED       NGS
 EF1498
 EF1498                          STATION DESCRIPTION
 EF1498
 EF1498'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (JRS)
 EF1498'THE STATION IS LOCATED ABOUT 7 MILES EAST-NORTHEAST OF LEXINGTON,
 EF1498'2-1/2 MILES EAST OF BONNERTOWN, TENNESSEE, 2 MILES WEST OF THE
 EF1498'GILES-LAWERNCE, TENNESSEE, COUNTY LINE, VERY NEAR THE
 EF1498'TENNESSEE-ALABAMA STATE LINE, AND ON PROPERTY OF DR. V.H. CROWDER,
 EF1498'P.O. BOX 530, LAWRENCEBURG, TN 38464, TELEPHONE NUMBER
 EF1498'615-762-4601.
 EF1498'
 EF1498'TO REACH THE STATION FROM THE CROSSROAD IN BONNERTOWN, WHICH IS
 EF1498'0.4 MILE NORTH OF THE TENNESSEE-ALABAMA STATE LINE ON STATE
 EF1498'ROUTE 98, GO EASTERLY ON A PAVED ROAD FOR 2.5 MILES TO A SIDE ROAD
 EF1498'RIGHT.  TURN RIGHT AND GO SOUTH ON A DIRT ROAD FOR 0.1 MILE TO THE
 EF1498'AZIMUTH MARK ON THE LEFT.  CONTINUE SOUTHERLY ON THE DIRT ROAD FOR
 EF1498'0.35 MILE TO A T-INTERSECTION.  TURN RIGHT AND GO WEST ON A DIRT
 EF1498'ROAD FOR 0.15 MILE.  KEEP STRAIGHT AHEAD, CROSSING DITCH,
 EF1498'FOR 0.15 MILE TO THE STATION.
 EF1498'
 EF1498'THE STATION IS A STANDARD NGS DISK
 EF1498'STAMPED---CROWDER 2 1979---,
 EF1498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 27 CM IN DIAMETER
 EF1498'RECESSED 20 CM BELOW THE GROUND.  IT IS LOCATED
 EF1498'25 FEET WEST FROM THE MOST EASTERLY EDGE OF THE WOODS,
 EF1498'20 FEET SOUTH FROM A TRIPLE-TRUNKED OAK TREE, AND
 EF1498'4 FEET NORTH FROM THE EDGE OF A CULTIVATED FIELD.
 EF1498'THE UNDERGROUND MARK IS A STANDARD NGS DISK
 EF1498'STAMPED---CROWDER 2 1979---,
 EF1498'SET INTO AN IRREGULAR MASS OF CONCRETE 1 METER BELOW THE SURFACE.
 EF1498'
 EF1498'REFERENCE MARK NUMBER 1 IS A STANDARD CGS DISK
 EF1498'STAMPED---CROWDER NO 1 1934---,
 EF1498'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT 24 CM ON A SIDE
 EF1498'PROJECTING 24 CM ABOVE THE GROUND.  IT IS LOCATED
 EF1498'216 FEET NORTHEAST FROM THE MOST EASTERLY EDGE OF THE WOODS.
 EF1498'MARK IS LEVEL WITH STATION.
 EF1498'
 EF1498'REFERENCE MARK NUMBER 3 IS A STANDARD NGS DISK
 EF1498'STAMPED---CROWDER 2 NO 3 1979---,
 EF1498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 27 CM IN DIAMETER
 EF1498'FLUSH WITH GROUND.  IT IS LOCATED
 EF1498'100 FEET WEST-SOUTHWEST FROM THE MOST EASTERLY EDGE OF THE WOODS
 EF1498'AND
 EF1498'9 FEET NORTHWEST FROM THE EDGE OF THE CULTIVATED FIELD.
 EF1498'MARK IS LEVEL WITH STATION.
 EF1498'
 EF1498'REFERENCE MARK NUMBER 4 IS A STANDARD NGS DISK
 EF1498'STAMPED---CROWDER 2 NO 4 1979---,
 EF1498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 27 CM IN DIAMETER
 EF1498'FLUSH WITH GROUND.  IT IS LOCATED
 EF1498'22 FEET EAST FROM A 10-INCH HICKORY TREE,
 EF1498'20 FEET SOUTH FROM THE EDGE OF THE CULTIVATED FIELD, AND
 EF1498'18 FEET WEST FROM A 12-INCH OAK TREE.
 EF1498'MARK IS LEVEL WITH STATION.
 EF1498'
 EF1498'AZIMUTH MARK NUMBER 1 IS A STANDARD NGS DISK
 EF1498'STAMPED---CROWDER 2 1979---,
 EF1498'SET INTO THE TOP OF A ROUND CONCRETE MONUMENT 25 CM IN DIAMETER
 EF1498'RECESSED 5 CM BELOW THE GROUND.  IT IS LOCATED
 EF1498'45 FEET SOUTH FROM A 30-INCH OAK TREE AND
 EF1498'25 FEET EAST FROM THE CENTER OF A DIRT ROAD.
 EF1498'
 EF1498'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 26.4 METERS.
 EF1498'CROWDER 1934 RM 1 WAS DESTROYED AFTER HORIZONTAL DISTANCE AND
 EF1498'DIRECTIONS WERE TAKEN, BY REQUEST OF THE PROPERTY OWNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1208 ***********************************************************************
 CO1208  DESIGNATION -  CUBA
 CO1208  PID         -  CO1208
 CO1208  STATE/COUNTY-  AL/SUMTER
 CO1208  USGS QUAD   -  YORK (1974)
 CO1208
 CO1208                         *CURRENT SURVEY CONTROL
 CO1208  ___________________________________________________________________
 CO1208* NAD 83(1992)-  32 27 24.42482(N)    088 20 44.27219(W)     ADJUSTED  
 CO1208* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 CO1208  ___________________________________________________________________
 CO1208  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 CO1208  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 CO1208
 CO1208  HORZ ORDER  -  THIRD
 CO1208
 CO1208.The horizontal coordinates were established by classical geodetic methods
 CO1208.and adjusted by the National Geodetic Survey in May 1994..
 CO1208
 CO1208.The orthometric height was scaled from a topographic map.
 CO1208
 CO1208.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1208
 CO1208.The geoid height was determined by GEOID03.
 CO1208
 CO1208;                    North         East     Units Scale Factor Converg.
 CO1208;SPC AL W     -   272,688.976   520,496.409   MT  1.00001125   -0 27 13.8
 CO1208;SPC MS E     -   327,904.723   345,852.519   MT  0.99997592   +0 15 42.3
 CO1208;SPC MS E     - 1,075,800.75  1,134,684.47   sFT  0.99997592   +0 15 42.3
 CO1208;UTM  16      - 3,591,865.773   373,527.143   MT  0.99979724   -0 43 20.1
 CO1208
 CO1208!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1208!SPC AL W     -   0.99999396  x   1.00001125  =   1.00000521
 CO1208!SPC MS E     -   0.99999396  x   0.99997592  =   0.99996988
 CO1208!UTM  16      -   0.99999396  x   0.99979724  =   0.99979120
 CO1208
 CO1208|---------------------------------------------------------------------|
 CO1208| PID    Reference Object                     Distance      Geod. Az  |
 CO1208|                                                           dddmmss.s |
 CO1208| CF9491 CUBA RM 1                            29.792 METERS 12913     |
 CO1208| CF9493 CUBA RM 3                            23.362 METERS 15821     |
 CO1208| CF9490 CUBA AZ MK                                         2362546.4 |
 CO1208| CF9492 CUBA RM 2                            26.728 METERS 24644     |
 CO1208|---------------------------------------------------------------------|
 CO1208
 CO1208                          SUPERSEDED SURVEY CONTROL
 CO1208
 CO1208  NAD 83(1992)-  32 27 24.43173(N)    088 20 44.27449(W) AD(       ) 3
 CO1208  NAD 83(1986)-  32 27 24.43563(N)    088 20 44.27613(W) AD(       ) 3
 CO1208  NAD 27      -  32 27 23.93500(N)    088 20 44.16500(W) AD(       ) 3
 CO1208
 CO1208.Superseded values are not recommended for survey control.
 CO1208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1208.See file dsdata.txt to determine how the superseded data were derived.
 CO1208
 CO1208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA7352791866(NAD 83)
 CO1208_MARKER: DS = TRIANGULATION STATION DISK
 CO1208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1208_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1208
 CO1208  HISTORY     - Date     Condition        Report By
 CO1208  HISTORY     - 1955     MONUMENTED       CGS
 CO1208  HISTORY     - 1974     GOOD             USGS
 CO1208  HISTORY     - 1979     GOOD             NGS
 CO1208
 CO1208                          STATION DESCRIPTION
 CO1208
 CO1208'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1208'STATION IS LOCATED IN THE NORTHEAST ANGLE OF THE INTERSECTION
 CO1208'OF U.S. HIGHWAY 11 AND A PAVED CROSSROAD ABOUT 4 MILES
 CO1208'SOUTHWEST OF YORK AND ABOUT 2 MILES NORTHEAST OF CUBA.  IT IS 295
 CO1208'FEET NORTHEAST OF THE CENTER OF THE INTERSECTION, 88 FEET
 CO1208'NORTHEAST OF A WHITE WITNESS POST, 86 FEET SOUTHEAST OF THE
 CO1208'CENTER OF HIGHWAY 11 AND 54 FEET NORTH OF THE CENTER OF THE
 CO1208'PAVED ROAD, THE MARK IS FLUSH AND THE DISK IS STAMPED CUBA 1954.
 CO1208'
 CO1208'REFERENCE MARK NO. 1 IS 27 FEET SOUTH OF THE CENTER OF THE
 CO1208'PAVED ROAD, 14 FEET EAST OF THE CENTER OF A DIRT DRIVEWAY AND 5 FEET
 CO1208'SOUTHEAST OF THE EAST END OF A CONCRETE CULVERT.  THE MARK IS FLUSH
 CO1208'AND THE DISK IS STAMPED CUBA NO. 1 1954.
 CO1208'
 CO1208'REFERENCE MARK NO. 2 IS 63 FEET SOUTHEAST OF THE CENTER
 CO1208'OF HIGHWAY 11, 37 FEET NORTH OF THE CENTER OF THE PAVED ROAD AND
 CO1208'18 FEET SOUTHWEST OF POWER LINE POLE.  THE MARK IS FLUSH AND THE
 CO1208'DISK IS STAMPED CUBA NO 2 1954.
 CO1208'
 CO1208'AZIMUTH MARK IS 66 FEET NORTHWEST OF THE CENTER OF HIGHWAY 11,
 CO1208'21 FEET NORTHEAST OF THE CENTER OF A DRIVEWAY, 10 FEET SOUTHEAST
 CO1208'OF AN 8 INCH PECAN TREE AND 3 FEET NORTHEAST OF A WHITE WITNESS
 CO1208'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED CUBA 1954.
 CO1208'
 CO1208'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAYS
 CO1208'80 AND 11 ABOUT 1 MILE NORTH OF CUBA, GO NORTHEAST ON HIGHWAY
 CO1208'11 FOR 1.2 MILES TO A DRIVEWAY LEFT AND THE AZIMUTH MARK
 CO1208'ON THE LEFT AS DESCRIBED.  CONTINUE NORTHEAST ON HIGHWAY
 CO1208'FOR 0.2 MILE TO A PAVED CROSSROAD AND THE STATION ON THE
 CO1208'RIGHT AS DESCRIBED.
 CO1208'
 CO1208'HEIGHT OF LIGHT ABOVE STATION 30 METERS.
 CO1208
 CO1208                          STATION RECOVERY (1974)
 CO1208
 CO1208'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (JDS)
 CO1208'STATION, R.M. 2 AND AZ. MK. FOUND IN GOOD CONDITION R.M. 2 S.F.N.F.
 CO1208'
 CO1208'DISTANCES AND DIRECTIONS CHECKED OK
 CO1208'
 CO1208'DESCRIPTION IS ADEQUATE
 CO1208
 CO1208                          STATION RECOVERY (1979)
 CO1208
 CO1208'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 CO1208'THE STATION MARK, REFERENCE MARK NO.2 AND AZIMUTH MARK WERE RECOVERED
 CO1208'IN GOOD CONDITION AS DESCRIBED IN 1954.  REFERENCE MARK NO.1 WAS NOT
 CO1208'FOUND AND IS BELIEVED DESTROYED.  THE LINE TO THE AZIMUTH MARK WAS
 CO1208'CLEARED AND A NEW REFERENCE MARK NO.3 WAS ESTABLISHED AT THIS DATE.  A
 CO1208'NEW DESCRIPTION FOLLOWS--
 CO1208'
 CO1208'STATION IS LOCATED ABOUT 4 MILES SOUTHWEST OF YORK AND 2 MILES
 CO1208'NORTHEAST OF CUBA, ALONG THE SOUTH SIDE OF U.S. HIGHWAY 11.
 CO1208'
 CO1208'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 11 AND 80 ABOUT 1 MILE
 CO1208'NORTH OF CUBA, GO NORTHEAST ON U.S. HIGHWAY 11 FOR 1.2 MILES TO A SAND
 CO1208'DRIVEWAY ON THE LEFT AND AZIMUTH MARK ON LEFT, CONTINUE NORTHEAST ON
 CO1208'U.S. HIGHWAY 11 FOR 0.2 MILE TO A PAVED CROSSROAD AND STATION IN
 CO1208'NORTHEAST ANGLE OF INTERSECTION.
 CO1208'
 CO1208'STATION MARK IS A STANDARD DISK, STAMPED---CUBA 1954---SET IN TOP OF
 CO1208'A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 295 FEET
 CO1208'NORTHEAST OF THE CENTER OF CROSSROADS, 86 FEET SOUTHEAST OF THE
 CO1208'CENTER OF HIGHWAY 11, 70 FEET EAST NORTHEAST OF A POWER POLE, 54 FEET
 CO1208'NORTH OF THE CENTER OF A PAVED ROAD AND 29 FEET NORTH-NORTHEAST OF THE
 CO1208'EAST ONE OF TWO 14 INCH PINE TREES.
 CO1208'
 CO1208'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED---CUBA NO 2
 CO1208'1954---SET IN TOP OF A SQUARE CONCRETE POST, 1 INCH BELOW SURFACE OF
 CO1208'GROUND.  IT IS 63 FEET SOUTHEAST OF THE CENTER OF HIGHWAY 11, 37 FEET
 CO1208'NORTH OF THE CENTER OF PAVED ROAD, 18 FEET SOUTHWEST OF A POWER POLE
 CO1208'AND 5.5 FEET SOUTH SOUTHWEST OF SOUTH POLE OF BILLBOARD SIGN.
 CO1208'
 CO1208'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED---CUBA 1954 NO 3
 CO1208'1979---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CO1208'IS ON NORTH EDGE OF CEMETERY PROPERTY, 32 FEET WEST OF THE CENTER OF A
 CO1208'DOUBLE DRIVEWAY TO CEMETERY, 21 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 CO1208'PAVED ROAD AND 2.5 FEET NORTH-NORTHEAST OF A POWER POLE.
 CO1208'
 CO1208'AZIMUTH MARK IS A STANDARD DISK, STAMPED---CUBA 1954---SET IN TOP OF A
 CO1208'SQUARE CONCRETE POST, 2 INCHES BELOW SURFACE OF GROUND.  IT IS 66
 CO1208'FEET NORTHWEST OF THE CENTER OF HIGHWAY 11, 21 FEET NORTHEAST OF THE
 CO1208'CENTER OF SAND DRIVEWAY AND 10 FEET SOUTHEAST OF A 14 INCH PECAN TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0428 ***********************************************************************
 EF0428  DESIGNATION -  CULLMAN
 EF0428  PID         -  EF0428
 EF0428  STATE/COUNTY-  AL/CULLMAN
 EF0428  USGS QUAD   -  CULLMAN (1983)
 EF0428
 EF0428                         *CURRENT SURVEY CONTROL
 EF0428  ___________________________________________________________________
 EF0428* NAD 83(1986)-  34 10 26.     (N)    086 50 35.     (W)     SCALED    
 EF0428* NAVD 88     -       243.589  (meters)     799.17   (feet)  ADJUSTED  
 EF0428  ___________________________________________________________________
 EF0428  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 EF0428  DYNAMIC HT  -         243.335 (meters)     798.34  (feet)  COMP
 EF0428  MODELED GRAV-     979,588.1   (mgal)                       NAVD 88
 EF0428
 EF0428  VERT ORDER  -  FIRST     CLASS II
 EF0428
 EF0428.The horizontal coordinates were scaled from a topographic map and have
 EF0428.an estimated accuracy of +/- 6 seconds.
 EF0428
 EF0428.The orthometric height was determined by differential leveling
 EF0428.and adjusted by the National Geodetic Survey in June 1991..
 EF0428
 EF0428.The geoid height was determined by GEOID03.
 EF0428
 EF0428.The dynamic height is computed by dividing the NAVD 88
 EF0428.geopotential number by the normal gravity value computed on the
 EF0428.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0428.degrees latitude (g = 980.6199 gals.).
 EF0428
 EF0428.The modeled gravity was interpolated from observed gravity values.
 EF0428
 EF0428;                    North         East    Units  Estimated Accuracy
 EF0428;SPC AL W     -   463,000.      660,560.      MT  (+/- 180 meters Scaled)
 EF0428
 EF0428                          SUPERSEDED SURVEY CONTROL
 EF0428
 EF0428  NGVD 29 (??/??/92)  243.539  (m)          799.01   (f) ADJ UNCH    1 2
 EF0428
 EF0428.Superseded values are not recommended for survey control.
 EF0428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0428.See file dsdata.txt to determine how the superseded data were derived.
 EF0428
 EF0428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC144814(NAD 83)
 EF0428_MARKER: DB = BENCH MARK DISK
 EF0428_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0428_SP_SET: STEP
 EF0428_STAMPING: CULLMAN 1933
 EF0428_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0428
 EF0428  HISTORY     - Date     Condition        Report By
 EF0428  HISTORY     - 1933     MONUMENTED       CGS
 EF0428  HISTORY     - 1944     GOOD             NGS
 EF0428  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0428
 EF0428                          STATION DESCRIPTION
 EF0428
 EF0428'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF0428'IN CULLMAN.
 EF0428'AT CULLMAN, SET HORIZONTALLY IN THE TOP OF THE SOUTHWEST CORNER OF THE
 EF0428'THIRD STONE STEP AT THE MAIN ENTRANCE TO THE CULLMAN COUNTY COURT
 EF0428'HOUSE.
 EF0428
 EF0428                          STATION RECOVERY (1982)
 EF0428
 EF0428'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0428'NOT RECOVERED.  A NEW COURTHOUSE WAS BUILT IN 1964.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1109 ***********************************************************************
 BV1109  DESIGNATION -  CULLOM RESET
 BV1109  PID         -  BV1109
 BV1109  STATE/COUNTY-  AL/CHOCTAW
 BV1109  USGS QUAD   -  MILLRY NORTH (1974)
 BV1109
 BV1109                         *CURRENT SURVEY CONTROL
 BV1109  ___________________________________________________________________
 BV1109* NAD 83(1992)-  31 42 44.91414(N)    088 17 55.41970(W)     ADJUSTED  
 BV1109* NAVD 88     -        78.74   (meters)     258.3    (feet)  RESET     
 BV1109  ___________________________________________________________________
 BV1109  LAPLACE CORR-          -2.14  (seconds)                    DEFLEC99
 BV1109  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BV1109
 BV1109  HORZ ORDER  -  THIRD
 BV1109  VERT ORDER  -  THIRD
 BV1109
 BV1109.The horizontal coordinates were established by classical geodetic methods
 BV1109.and adjusted by the National Geodetic Survey in May 1994..
 BV1109
 BV1109.The orthometric height was computed from unverified reset data.
 BV1109
 BV1109.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1109
 BV1109.The geoid height was determined by GEOID03.
 BV1109
 BV1109;                    North         East     Units Scale Factor Converg.
 BV1109;SPC AL W     -   190,121.888   524,295.078   MT  1.00000399   -0 25 11.6
 BV1109;UTM  16      - 3,509,299.767   376,942.213   MT  0.99978677   -0 40 58.0
 BV1109
 BV1109!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1109!SPC AL W     -   0.99999194  x   1.00000399  =   0.99999593
 BV1109!UTM  16      -   0.99999194  x   0.99978677  =   0.99977871
 BV1109
 BV1109|---------------------------------------------------------------------|
 BV1109| PID    Reference Object                     Distance      Geod. Az  |
 BV1109|                                                           dddmmss.s |
 BV1109| BV1108 CULLOM RM 3                          37.527 METERS 00012     |
 BV1109| CF9494 CULLOM AZ MK                                       0151024.2 |
 BV1109| BV1422 BLADON                              APPROX. 5.9 KM 0921355.7 |
 BV1109| BV1107 CULLOM RM 2                          23.445 METERS 10709     |
 BV1109| CF9495 CULLOM RM 1                          25.004 METERS 35537     |
 BV1109|---------------------------------------------------------------------|
 BV1109
 BV1109                          SUPERSEDED SURVEY CONTROL
 BV1109
 BV1109  NAD 83(1992)-  31 42 44.91561(N)    088 17 55.41815(W) AD(       ) 3
 BV1109  NAD 83(1986)-  31 42 44.92994(N)    088 17 55.42323(W) AD(       ) 3
 BV1109  NAD 27      -  31 42 44.35900(N)    088 17 55.37600(W) AD(       ) 3
 BV1109
 BV1109.Superseded values are not recommended for survey control.
 BV1109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1109.See file dsdata.txt to determine how the superseded data were derived.
 BV1109
 BV1109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA7694209300(NAD 83)
 BV1109_MARKER: DS = TRIANGULATION STATION DISK
 BV1109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1109_STAMPING: CULLOM 1956 1969
 BV1109_PROJECTION: FLUSH
 BV1109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1109+STABILITY: SURFACE MOTION
 BV1109
 BV1109  HISTORY     - Date     Condition        Report By
 BV1109  HISTORY     - 1969     MONUMENTED       CGS
 BV1109  HISTORY     - 1969     GOOD             CGS
 BV1109
 BV1109                          STATION DESCRIPTION
 BV1109
 BV1109'DESCRIBED BY COAST AND GEODETIC SURVEY 1969 (LFS)
 BV1109'THE STATION WAS VISITED 12/9/69 AND THE UNDERGROUND STATION
 BV1109'MARK, THE AZIMUTH MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 BV1109'RECOVERED IN GOOD CONDITION.  THE SURFACE STATION MARK HAD BEEN
 BV1109'REMOVED FROM THE GROUND.  REFERENCE MARK NO. 1 IS NOW COVERED WITH
 BV1109'18 INCHES OF FILL DIRT.  A THICK GROWTH OF TREES BLOCKS THE LINE
 BV1109'OF SIGHT TO THE AZIMUTH MARK.  A NEW SURFACE MARK WAS SET
 BV1109'DIRECTLY OVER THE UNDERGROUND MARK.  A REFERENCE MARK NO. 3 WAS
 BV1109'ESTABLISHED AND A DISTANCE AND ANGLE MEASURED TO USC AND GS BENCH
 BV1109'MARK Z 118.  A DIFFERENCE OF 0.12 FEET LESS WAS FOUND IN THE
 BV1109'DISTANCE TO REFERENCE MARK NO. 1.  A NEW BRICK AND
 BV1109'SHINGLE HOME HAS BEEN BUILT TO THE WEST OF THE STATION AND
 BV1109'THE MARK IS NOW IN THE FRONT YARD OF THIS HOUSE.  A NEW
 BV1109'DESCRIPTION FOLLOWS--
 BV1109'
 BV1109'THE STATION IS LOCATED 5-1/2 MILES NORTH OF MILLRY, 4-1/2 MILES
 BV1109'SOUTH-SOUTHEAST OF SILAS, IN THE TOWN OF CULLOMBURG ON THE WEST
 BV1109'SIDE OF THE RAILROAD TRACKS, ON THE NORTH SLOPE OF THE HIGHEST HILL
 BV1109'IN THE VICINITY ON PROPERTY OF AND IN FRONT YARD OF HOME OWNED BY
 BV1109'MR. WARRAN G. STANLEY.  IT IS 115 FEET WEST OF THE WEST RAIL OF
 BV1109'THE TRACKS, 77 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF
 BV1109'BRICK AND SHINGLE HOUSE, 54 FEET EAST OF THE SOUTHEAST CORNER
 BV1109'OF THIS HOUSE, 1.5 FEET SOUTH OF THE PROJECTED PLANE OF THE
 BV1109'SOUTH WALL OF THIS HOUSE, 86.8 FEET NORTH OF NORTHEAST CORNER OF
 BV1109'BRICK CHIMNEY OF WHITE FRAME HOUSE, 40.2 FEET NORTH-NORTHWEST OF
 BV1109'CENTER OF WEST ONE OF TWO SQUARE BRICK PILLERS AT GATE IN YARD
 BV1109'OF FRAME HOUSE, 77 FEET WEST-NORTHWEST OF SQUARE BRICK PILLER AT
 BV1109'NORTHEAST CORNER OF YARD OF FRAME HOUSE, 67 FEET WEST OF THE
 BV1109'CENTER OF DIRT ROAD PARALLEL TO RAILROAD TRACKS AND IN
 BV1109'FRONT YARD OF THE STANLEY HOME.  IT IS A C AND GS
 BV1109'TRIANGULATION STATION DISK, STAMPED CULLOM 1956 1969, FLUSH WITH
 BV1109'THE GROUND.
 BV1109'
 BV1109'REFERENCE MARK NO. 1 IS 82.09 FEET NORTH OF THE STATION.  IT IS ON
 BV1109'NORTH SLOPING SIDE YARD OF THE STANLEY HOME, 92 FEET EAST-NORTHEAST
 BV1109'OF THE NORTHEAST CORNER OF THE HOUSE, 38 FEET NORTH OF THE
 BV1109'PROJECTED PLANE OF THE NORTH WALL OF THE HOUSE, 26 FEET NORTH OF
 BV1109'THE CENTER OF DRIVEWAY, 64 FEET WEST OF POWERLINE POLE, 49 FEET
 BV1109'EAST OF CENTER OF DIRT ROAD, 38.5 FEET EAST OF NORTH END OF
 BV1109'METAL PIPE UNDER DRIVEWAY ENTRANCE AND 38.5 FEET
 BV1109'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF 2 BY 8 FOOT
 BV1109'CONCRETE BLOCK.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BV1109'CULLOM NO 1 1956, 18 INCHES BELOW THE SURFACE OF THE GROUND.
 BV1109'
 BV1109'REFERENCE MARK NO. 2 IS 76.92 FEET EAST OF THE STATION.  IT IS
 BV1109'51 FEET WEST OF THE WEST RAIL OF THE TRACKS, 75 FEET NORTHEAST
 BV1109'OF THE NORTHEAST CORNER OF THE BRICK CHIMNEY OF THE FRAME HOUSE,
 BV1109'48 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 BV1109'BRICK AND SHINGLE HOUSE, 3.5 FEET NORTHEAST OF NORTHEAST CORNER
 BV1109'OF BRICK PILLER AT NORTHEAST CORNER OF YARD OF FRAME HOUSE, 3
 BV1109'FEET SOUTH OF POWERLINE POLE WITH GUY WIRE TO THE SOUTH, 1 FOOT
 BV1109'WEST OF WITNESS POST AND ON EXTENDED LINE OF DIRT ROAD THAT
 BV1109'PARALLELS THE TRACKS AND AT ITS SOUTH END.  IT IS A C AND GS
 BV1109'REFERENCE MARK DISK, STAMPED CULLOM NO 2 1956, FLUSH WITH
 BV1109'THE GROUND.
 BV1109'
 BV1109'REFERENCE MARK NO. 3 IS 123.16 FEET NORTH OF THE STATION.  IT IS 75
 BV1109'FEET NORTH OF PROJECTED PLANE OF NORTH WALL OF BRICK AND SHINGLE
 BV1109'HOUSE, 63 FEET NORTH OF THE CENTER OF DRIVEWAY, 39.5 FEET NORTHWEST
 BV1109'OF NORTH END OF METAL PIPE UNDER DRIVE ENTRANCE, 58 FEET
 BV1109'WEST-NORTHWEST OF POWERLINE POLE, 33 FEET WEST OF CENTER OF DIRT
 BV1109'ROAD, 77.5 FEET WEST OF WEST RAIL OF TRACKS AND 1 FOOT WEST OF
 BV1109'WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED
 BV1109'CULLOM 1956 NO 3 1969, CEMENTED IN A DRILLED HOLE IN A 2 BY 8 FOOT
 BV1109'CONCRETE BLOCK THAT PROJECTS 2 FEET ABOVE THE GROUND SURFACE.
 BV1109'
 BV1109'THE AZIMUTH MARK IS ABOUT 1/4 MILE NORTH OF THE STATION.  IT IS
 BV1109'76 FEET EAST-NORTHEAST OF THE CENTER OF STATE HIGHWAY 17, 17 FEET
 BV1109'EAST OF A 6-INCH SQUARE CONCRETE POST MARKING THE HIGHWAY
 BV1109'RIGHT-OF-WAY AND WITH LETTERS POC 15 29 100, 10.5 EAST-NORTHEAST
 BV1109'OF PROJECTED PLANE OF WESTERLY WALL OF TIN ROOFED DRYING SHED THAT
 BV1109'IS NORTHERLY OF THE MARK, 56.5 FEET EAST OF TELEPHONE POLE
 BV1109'NUMBER 135, 15 FEET SOUTHEAST OF 12-INCH OAK, 58 FEET
 BV1109'SOUTH-SOUTHEAST OF PROJECTED PLANE OF SOUTH WALL OF WOODEN SIDE
 BV1109'SHED THAT IS NORTHEAST OF THE MARK, 3.5 FEET WEST-SOUTHWEST OF
 BV1109'FENCE LINE, 1 FOOT EAST OF WITNESS POST AND ABOUT 12 FEET HIGHER
 BV1109'THAN THE LEVEL OF THE HIGHWAY.  IT IS A C AND GS AZIMUTH
 BV1109'MARK DISK, STAMPED CULLOM 1956, PROJECTING 2 INCHES.
 BV1109'
 BV1109'BENCH MARK Z 118 IS 440.84 FEET NORTH OF THE STATION.  IT IS 44
 BV1109'FEET EAST OF EAST RAIL OF TRACKS, 95 FEET NORTHWEST OF NORTHWEST
 BV1109'CORNER OF RED BOARD GROCERY STORE BUILDING, 71 FEET WEST OF
 BV1109'PROJECTED PLANE OF WEST WALL OF THIS BUILDING, 188 FEET NORTH OF
 BV1109'CENTER OF PAVED ROAD, 15 FEET WEST OF CENTER OF DIRT ROAD, 1 FOOT
 BV1109'WEST OF WITNESS POST, AND ABOUT 3-1/2 FEET ABOVE THE LEVEL OF
 BV1109'THE DIRT ROAD.  IT IS A C AND GS BENCH MARK DISK, STAMPED Z 118
 BV1109'1935, PROJECTING 3 INCHES.
 BV1109'
 BV1109'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND
 BV1109'WASHINGTON COUNTY 34, 1 BLOCK EAST OF THE POST OFFICE IN MILLRY, GO
 BV1109'NORTH ON STATE HIGHWAY 17 FOR 5.6 MILES TO A PAVED CROSS ROAD IN
 BV1109'CULLOMBURG, A SMALL GROCERY STORE AND SERVICE STATION IN THE
 BV1109'NORTHWEST ANGLE OF THE INTERSECTION, TURN LEFT AND GO WEST ON
 BV1109'PAVED ROAD, PASSING POST OFFICE ON THE LEFT, FOR 0.1 MILE TO
 BV1109'PAVED ROAD ON THE RIGHT, AND RAILROAD CROSSING (C AND GS BM Z 118
 BV1109'IS 188 FEET NORTH OF THIS POINT), CROSS RAILROAD TRACK TURN LEFT
 BV1109'AND GO SOUTH ON DIRT ROAD FOR 0.1 MILE TO THE END OF THE ROAD
 BV1109'AND THE STATION ON THE RIGHT AT SOUTH EDGE OF FRONT YARD OF
 BV1109'MR. STANLEYS HOUSE.
 BV1109'
 BV1109'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON DIRT ROAD
 BV1109'FOR 0.1 MILE, TURN RIGHT AND CROSS RAILROAD TRACKS AND GO EAST ON
 BV1109'PAVED ROAD, PASSING THE POST OFFICE ON THE RIGHT TO S.H. 17,
 BV1109'TURN LEFT AND GO NORTHERLY ON S.H. 17 FOR 0.15 MILE TO THE AZIMUTH
 BV1109'MARK ON THE RIGHT NEAR THE SOUTHWEST CORNER OF THE SECTION OF THE
 BV1109'LUMBER MILL THAT IS ON THE EAST SIDE OF THE HIGHWAY.
 BV1109'
 BV1109'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BV1109'AT CULLOMBURG.
 BV1109
 BV1109                          STATION RECOVERY (1969)
 BV1109
 BV1109'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969
 BV1109'IN CULLOMBURG.
 BV1109'ABOUT 350 FT. WEST OF THE POST OFFICE, JUST SOUTHWEST OF THE CROSSING
 BV1109'OF EAST WEST STREET THAT PASSES THE POST OFFICE AND RAILROAD TRACKS,
 BV1109'ON THE WEST SIDE OF RAILROAD TRACKS, ON THE NORTH SLOPE OF HIGHEST
 BV1109'HILL IN THE VICINITY, ON PROPERTY OF AND IN FRONT YARD OF HOME OWNED
 BV1109'BY MR. WARRAN G. STANLEY, 115 FT. WEST OF THE WEST RAIL OF THE TRACKS,
 BV1109'77 FT. EAST SOUTHEAST OF THE NORTHEAST CORNER OF BRICK AND SHINGLE
 BV1109'HOUSE, 54 FT. EAST OF THE SOUTHEAST CORNER OF THIS HOUSE, 1.5 FT.
 BV1109'SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE HOUSE, 86.8 FT.
 BV1109'NORTH OF NORTHEAST CORNER OF BRICK CHIMNEY OF WHITE FRAME HOUSE, 40.2
 BV1109'FT. NORTH NORTHWEST OF CENTER OF WEST ONE OF TWO SQUARE BRICK PILLERS
 BV1109'AT GATE IN YARD OF FRAME HOUSE, 77 FT. WEST NORTHWEST OF SQUARE BRICK
 BV1109'PILLER AT NORTHEAST CORNER OF YARD OF FRAME HOUSE, 67 FT. WEST OF THE
 BV1109'CENTER OF DIRT ROAD PARALLEL TO TRACKS, IN FRONT YARD OF THE STANLEY
 BV1109'HOME AND SET IN THE TOP OF A CONCRETE POST THAT IS FLUSH WITH THE
 BV1109'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1107 ***********************************************************************
 BV1107  DESIGNATION -  CULLOM RM 2
 BV1107  PID         -  BV1107
 BV1107  STATE/COUNTY-  AL/CHOCTAW
 BV1107  USGS QUAD   -  MILLRY NORTH (1974)
 BV1107
 BV1107                         *CURRENT SURVEY CONTROL
 BV1107  ___________________________________________________________________
 BV1107* NAD 83(1986)-  31 42 45.     (N)    088 17 55.     (W)     SCALED    
 BV1107* NAVD 88     -        79.04   (meters)     259.3    (feet)  RESET     
 BV1107  ___________________________________________________________________
 BV1107  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BV1107
 BV1107  VERT ORDER  -  THIRD
 BV1107
 BV1107.The horizontal coordinates were scaled from a topographic map and have
 BV1107.an estimated accuracy of +/- 6 seconds.
 BV1107
 BV1107.The orthometric height was computed from unverified reset data.
 BV1107
 BV1107.The geoid height was determined by GEOID03.
 BV1107
 BV1107;                    North         East    Units  Estimated Accuracy
 BV1107;SPC AL W     -   190,120.      524,310.      MT  (+/- 180 meters Scaled)
 BV1107
 BV1107                          SUPERSEDED SURVEY CONTROL
 BV1107
 BV1107.No superseded survey control is available for this station.
 BV1107
 BV1107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA769093(NAD 83)
 BV1107_MARKER: DR = REFERENCE MARK DISK
 BV1107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1107_STAMPING: CULLOM NO 2 1956
 BV1107_PROJECTION: FLUSH
 BV1107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1107+STABILITY: SURFACE MOTION
 BV1107
 BV1107  HISTORY     - Date     Condition        Report By
 BV1107  HISTORY     - 1956     MONUMENTED       CGS
 BV1107
 BV1107                          STATION DESCRIPTION
 BV1107
 BV1107'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 BV1107'IN CULLOMBURG.
 BV1107'IN CULLOMBURG, ABOUT 350 FT. WEST OF THE POST OFFICE, AT SOUTH END OF
 BV1107'DIRT STREET THAT PARALLELS RAILROAD TRACKS THEN CROSSES TRACKS AND
 BV1107'LEADS EAST PAST POST OFFICE, AT SOUTHEAST CORNER OF FRONT YARD OF HOME
 BV1107'OF MR. WARRAN G. STANLEY, 76.9 FT. EAST OF TRIANGULATION STATION
 BV1107'CULLOM 1956 1969, 51 FT. WEST OF THE WEST RAIL OF THE TRACKS, 75 FT.
 BV1107'NORTHEAST OF NORTHEAST CORNER OF BRICK CHIMNEY OF FRAME HOUSE, 48 FT.
 BV1107'SOUTH OF PROJECTED PLANE OF SOUTH WALL OF BRICK AND SHINGLE HOUSE, 3.5
 BV1107'FT. NORTHEAST OF NORTHEAST CORNER OF SQUARE BRICK PILLAR AT THE
 BV1107'NORTHEAST CORNER OF YARD OF FRAME HOUSE, 3 FT. SOUTH OF POWERLINE POLE
 BV1107'WITH GUY WIRE TO THE SOUTH, 1 FT. WEST OF WITNESS POST AND ON EXTENDED
 BV1107'CENTERLINE OF DIRT ROAD, AND SET IN THE TOP OF A CONCRETE POST THAT IS
 BV1107'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1108 ***********************************************************************
 BV1108  DESIGNATION -  CULLOM RM 3
 BV1108  PID         -  BV1108
 BV1108  STATE/COUNTY-  AL/CHOCTAW
 BV1108  USGS QUAD   -  MILLRY NORTH (1974)
 BV1108
 BV1108                         *CURRENT SURVEY CONTROL
 BV1108  ___________________________________________________________________
 BV1108* NAD 83(1986)-  31 42 45.     (N)    088 17 55.     (W)     SCALED    
 BV1108* NAVD 88     -        78.12   (meters)     256.3    (feet)  RESET     
 BV1108  ___________________________________________________________________
 BV1108  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BV1108
 BV1108  VERT ORDER  -  THIRD
 BV1108
 BV1108.The horizontal coordinates were scaled from a topographic map and have
 BV1108.an estimated accuracy of +/- 6 seconds.
 BV1108
 BV1108.The orthometric height was computed from unverified reset data.
 BV1108
 BV1108.The geoid height was determined by GEOID03.
 BV1108
 BV1108;                    North         East    Units  Estimated Accuracy
 BV1108;SPC AL W     -   190,120.      524,310.      MT  (+/- 180 meters Scaled)
 BV1108
 BV1108                          SUPERSEDED SURVEY CONTROL
 BV1108
 BV1108.No superseded survey control is available for this station.
 BV1108
 BV1108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA769093(NAD 83)
 BV1108_MARKER: DR = REFERENCE MARK DISK
 BV1108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV1108_STAMPING: CULLOM 1956 NO 3 1969
 BV1108_PROJECTION: PROJECTING 5 CENTIMETERS
 BV1108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1108+STABILITY: SURFACE MOTION
 BV1108
 BV1108  HISTORY     - Date     Condition        Report By
 BV1108  HISTORY     - 1969     MONUMENTED       CGS
 BV1108
 BV1108                          STATION DESCRIPTION
 BV1108
 BV1108'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 BV1108'IN CULLOMBURG.
 BV1108'ABOUT 300 FT. WEST OF THE POST OFFICE IN CULLOMBURG, JUST SOUTHWEST OF
 BV1108'THE CROSSING OF THE EAST WEST STREET THAT PASSES POST OFFICE AND THE
 BV1108'RAILROAD TRACKS, 123.2 FT. NORTH OF TRIANGULATION STATION CULLOM 1956
 BV1108'1969, 75 FT. NORTH OF PROJECTED PLANE OF NORTH WALL OF BRICK AND
 BV1108'SHINGLE HOUSE OF MR. WARRAN G. STANLEY, 63 FT. NORTH OF THE CENTER OF
 BV1108'HIS DRIVEWAY, 39.5 FT. NORTHWEST OF THE NORTH END OF METAL PIPE UNDER
 BV1108'DRIVE ENTRANCE, 58 FT. WEST NORTHWEST OF POWERLINE POLE, 33 FT. WEST
 BV1108'OF CENTER OF DIRT ROAD, 77.5 FT. WEST OF WEST RAIL OF TRACKS, 1 FT.
 BV1108'WEST OF WITNESS POST, A C AND GS REFERENCE MARK DISK CEMENTED IN A
 BV1108'DRILLED HOLE IN A 2 BY 8 FT. CONCRETE BLOCK THAT PROJECTS 2 FT. ABOVE
 BV1108'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1619 ***********************************************************************
 EF1619  DESIGNATION -  CULLPORT AZ MK
 EF1619  PID         -  EF1619
 EF1619  STATE/COUNTY-  AL/CULLMAN
 EF1619  USGS QUAD   -  EVA (1975)
 EF1619
 EF1619                         *CURRENT SURVEY CONTROL
 EF1619  ___________________________________________________________________
 EF1619* NAD 83(1992)-  34 16 07.33437(N)    086 51 30.01935(W)     ADJUSTED  
 EF1619* NAVD 88     -       290.8    (meters)     954.     (feet)  VERTCON   
 EF1619  ___________________________________________________________________
 EF1619  X           -     289,191.572 (meters)                     COMP
 EF1619  Y           -  -5,268,819.859 (meters)                     COMP
 EF1619  Z           -   3,571,265.617 (meters)                     COMP
 EF1619  LAPLACE CORR-          -4.30  (seconds)                    DEFLEC99
 EF1619  ELLIP HEIGHT-         262.81  (meters)          (07/29/02) GPS OBS
 EF1619  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EF1619
 EF1619  HORZ ORDER  -  FIRST
 EF1619  ELLP ORDER  -  FOURTH    CLASS I
 EF1619
 EF1619.This mark is at Folsom Field Airport (3A1)
 EF1619
 EF1619.The horizontal coordinates were established by GPS observations
 EF1619.and adjusted by the National Geodetic Survey in August 1995..
 EF1619
 EF1619.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1619.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1619
 EF1619.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1619
 EF1619.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1619
 EF1619.The ellipsoidal height was determined by GPS observations
 EF1619.and is referenced to NAD 83.
 EF1619
 EF1619.The geoid height was determined by GEOID03.
 EF1619
 EF1619;                    North         East     Units Scale Factor Converg.
 EF1619;SPC AL W     -   473,508.738   659,088.951   MT  0.99997636   +0 21 40.7
 EF1619;UTM  16      - 3,791,959.073   513,040.782   MT  0.99960210   +0 04 47.2
 EF1619
 EF1619!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1619!SPC AL W     -   0.99995875  x   0.99997636  =   0.99993511
 EF1619!UTM  16      -   0.99995875  x   0.99960210  =   0.99956086
 EF1619
 EF1619:                Primary Azimuth Mark                     Grid Az
 EF1619:SPC AL W     -  CULLPORT                                 207 40 12.4
 EF1619:UTM  16      -  CULLPORT                                 207 57 05.9
 EF1619
 EF1619|---------------------------------------------------------------------|
 EF1619| PID    Reference Object                     Distance      Geod. Az  |
 EF1619|                                                           dddmmss.s |
 EF1619| EF1616 CULLPORT                            405.221 METERS 2080153.1 |
 EF1619|---------------------------------------------------------------------|
 EF1619
 EF1619                          SUPERSEDED SURVEY CONTROL
 EF1619
 EF1619  ELLIP H (10/10/95)  262.85   (m)                       GP(       ) 4 2
 EF1619  NAD 83(1992)-  34 16 07.33244(N)    086 51 30.01927(W) AD(       ) 3
 EF1619  NAD 83(1986)-  34 16 07.33979(N)    086 51 30.01908(W) AD(       ) 3
 EF1619  NAD 27      -  34 16 06.97706(N)    086 51 30.02707(W) AD(       ) 3
 EF1619  NGVD 29 (08/31/95)  290.8    (m)          954.     (f) GPS OBS        
 EF1619
 EF1619.Superseded values are not recommended for survey control.
 EF1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1619.See file dsdata.txt to determine how the superseded data were derived.
 EF1619
 EF1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1304191959(NAD 83)
 EF1619_MARKER: DZ = AZIMUTH MARK DISK
 EF1619_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1619_SP_SET: CONCRETE POST
 EF1619_STAMPING: CULLPORT 1986
 EF1619_MARK LOGO: NGS   
 EF1619_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1619_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1619+STABILITY: SURFACE MOTION
 EF1619_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1619+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1993
 EF1619
 EF1619  HISTORY     - Date     Condition        Report By
 EF1619  HISTORY     - 1986     MONUMENTED       NGS
 EF1619  HISTORY     - 19870630 GOOD
 EF1619  HISTORY     - 19931118 GOOD             ALHD
 EF1619
 EF1619                          STATION DESCRIPTION
 EF1619
 EF1619'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 EF1619'THE STATION IS LOCATED ABOUT 10 KM (6 MI) NORTH OF CULLMAN AT THE
 EF1619'CULLMAN FOLSOM FIELD NORTHEAST FROM THE TERMINAL BUILDING AND JUST
 EF1619'NORTH OF THE NORTHERN MOST RAMP.  OWNERSHIP--PUBLIC/COUNTY OF
 EF1619'CULLMAN, P.O. BOX 278, CULLMAN, AL. 35055, TELEPHONE 205-739-1212.
 EF1619'MANAGER - CHARLES COLLIER, RT 3 BOX 2372, CULLMAN, AL. 35055,
 EF1619'TELEPHONE 205-734-5545.
 EF1619'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE
 EF1619'HIGHWAY 157 IN CULLMAN, GO NORTH ON HIGHWAY 31 FOR 5.1 KM (3.2 MI)
 EF1619'TO A PAVED ROAD RIGHT, CULLMAN COUNTY 58.  TURN RIGHT, EAST FOR
 EF1619'0.55 KM (0.35 MI) TO A PAVED ROAD LEFT, CULLMAN COUNTY 21.  TURN
 EF1619'LEFT, NORTH FOR 2.1 KM (1.3 MI) TO A PAVED ROAD RIGHT, AIRPORT
 EF1619'ENTRANCE.  TURN RIGHT, EAST FOR 0.4 KM (0.25 MI) TO APRON AND
 EF1619'TERMINAL BUILDING ON RIGHT, GO EAST ACROSS APRON FOR 0.1 KM
 EF1619'(0.05 MI) TO A RAMP STRAIGHT AHEAD AND A TAXIWAY RIGHT, GO ABOUT
 EF1619'200 FEET ON RAMP TO THE RUNWAY.  TURN LEFT ON RUNWAY FOR 0.2 KM
 EF1619'(0.15 MI) TO STATIONON LEFT.
 EF1619'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 26 METERS
 EF1619'(85.5 FT) WEST FROM THE CENTER OF THE RUNWAY, 119.7 METERS (393 FT)
 EF1619'NORTHEAST FROM THE NORTHEAST CORNER OF THE APRON AND 126.7 METERS
 EF1619'(416 FT) NORTH FROM THE CENTER OF THE RAMP.  THE UNDERGROUND MARK
 EF1619'IS SET 1 METER BELOW THE GROUND.
 EF1619'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 EF1619
 EF1619                          STATION RECOVERY (1987)
 EF1619
 EF1619'RECOVERED 1987
 EF1619'RECOVERED IN GOOD CONDITION.
 EF1619
 EF1619                          STATION RECOVERY (1993)
 EF1619
 EF1619'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JDS)
 EF1619'THE STATION IS LOCATED IN CULLMAN COUNTY ON FOLSOM AIRFIELD, ABOUT
 EF1619'5.95 MI (9.58 KM) EAST-NORTHEAST OF WEST POINT AND ABOUT 6.55 MI
 EF1619'(10.54 KM) NORTH OF CULLMAN.
 EF1619' 
 EF1619'TO REACH THE STATION FROM THE JUNCTION OF U.S. 31 AND ALA 157 (MILE
 EF1619'POST 330.70 ON U.S. 31, MILE POST 0.00 ON ALA 157 WEST, AND MILE POST
 EF1619'500.00 ON ALA 157 EAST) IN NORTH CULLMAN, DRIVE NORTH ON U.S. 31 FOR
 EF1619'3.20 MI (5.15 KM) TO MILE POST 333.90 AND CULLMAN COUNTY ROAD NO. 58
 EF1619'ON THE RIGHT, TURN RIGHT ON CULLMAN COUNTY ROAD NO. 58 AND DRIVE EAST
 EF1619'FOR 0.35 MI (0.56 KM) TO CULLMAN COUNTY ROAD NO. 21 ON THE LEFT, TURN
 EF1619'LEFT ON CULLMAN COUNTY ROAD NO. 21 AND DRIVE NORTH FOR 1.30 MI (2.09
 EF1619'KM) TO THE AIRPORT ENTRANCE ON THE RIGHT, TURN RIGHT ON THE ENTRANCE
 EF1619'ROAD AND DRIVE EAST FOR 0.25 MI (0.40 KM) TO THE TERMINAL BUILDING AND
 EF1619'AN APRON ON THE RIGHT, CONTINUE EAST ALONG THE NORTH SIDE OF THE APRON
 EF1619'FOR 0.05 MI (0.08 KM) TO A RAMP AHEAD AND A TAXIWAY ON THE RIGHT,
 EF1619'CONTINUE EAST ON THE RAMP ABOUT 200 FT (61.0 M) TO THE RUNWAY, TURN
 EF1619'LEFT ON THE RUNWAY AND DRIVE NORTH FOR 0.15 MI (0.24 KM) TO THE
 EF1619'STATION ON THE LEFT.
 EF1619' 
 EF1619'THE STATION IS 48.5 FT (14.8 M) SOUTHWEST OF THE THIRD RUNWAY MARKER
 EF1619'LIGHT NORTH OF THE RAMP, 85.5 FT (26.1 M) WEST OF THE CENTERLINE OF
 EF1619'THE RUNWAY, 416.0 FT (126.8 M) NORTH OF THE CENTERLINE OF THE RAMP,
 EF1619'AND SET FLUSH WITH THE GROUND.
 EF1619' 
 EF1619'CULLPORT 1986 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1619' 
 EF1619'NOTE - NOTIFY THE AIRPORT MANAGER AT THE TERMINAL BUILDING WHEN YOU
 EF1619'ARRIVE AT THE AIRPORT AND TELL HIM WHICH STATION YOU WILL OCCUPY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4976 ***********************************************************************
 BG4976  DESIGNATION -  CUPOLA
 BG4976  PID         -  BG4976
 BG4976  STATE/COUNTY-  AL/BALDWIN
 BG4976  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG4976
 BG4976                         *CURRENT SURVEY CONTROL
 BG4976  ___________________________________________________________________
 BG4976* NAD 83(1992)-  30 13 56.53062(N)    087 54 35.97752(W)     ADJUSTED  
 BG4976* NAVD 88     -                                                        
 BG4976  ___________________________________________________________________
 BG4976  LAPLACE CORR-           0.79  (seconds)                    DEFLEC99
 BG4976  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG4976
 BG4976  HORZ ORDER  -  THIRD
 BG4976
 BG4976.The horizontal coordinates were established by classical geodetic methods
 BG4976.and adjusted by the National Geodetic Survey in December 1992..
 BG4976
 BG4976
 BG4976.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4976
 BG4976.The geoid height was determined by GEOID03.
 BG4976
 BG4976;                    North         East     Units Scale Factor Converg.
 BG4976;SPC AL W     -    25,828.572   560,536.178   MT  0.99995254   -0 12 23.2
 BG4976;UTM  16      - 3,344,884.381   412,436.574   MT  0.99969459   -0 27 29.6
 BG4976
 BG4976                          SUPERSEDED SURVEY CONTROL
 BG4976
 BG4976  NAD 83(1992)-  30 13 56.55433(N)    087 54 35.98499(W) AD(       ) 4
 BG4976
 BG4976.Superseded values are not recommended for survey control.
 BG4976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4976.See file dsdata.txt to determine how the superseded data were derived.
 BG4976
 BG4976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1243744884(NAD 83)
 BG4976_MARKER: 86 = CUPOLA
 BG4976_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4976+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 BG4976
 BG4976  HISTORY     - Date     Condition        Report By
 BG4976  HISTORY     - 1986     FIRST OBSERVED   NOS
 BG4976  HISTORY     - 20030409 GOOD             USPSQD
 BG4976  HISTORY     - 20040421 GOOD             USPSQD
 BG4976  HISTORY     - 20050710 GOOD             USPSQD
 BG4976
 BG4976                          STATION DESCRIPTION
 BG4976
 BG4976'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BG4976'STATION IS LOCATED ON THE N SIDE OF A SAND DUNE IN THE HOUSING
 BG4976'DEVELOPMENT KNOWN AS SURFSIDE SHORES.
 BG4976'
 BG4976'TO REACH THE STATION FROM THE ENTRANCE OF GULF SHORES PLANTATION IN
 BG4976'GULF HIGHLANDS, GO W ON AL 180 FOR 1.3 KM (0.8 MI) TO THE ENTRANCE
 BG4976'OF SURFSIDE SHORES (A DIVIDED ROAD), TURN LEFT AND GO S FOR 0.5 KM
 BG4976'(0.3 MI) TO SEASHELL DRIVE.  TURN RIGHT, GO W 0.5 KM TO ROAD RIGHT
 BG4976'AND STATION ON THE RIGHT.
 BG4976'
 BG4976'STATION IS THE CENTER OF A WHITE CUPOLA ATOP A BLUE OCTAGON HOUSE
 BG4976'WITH WHITE TRIM AND A BLACK ROOF.
 BG4976'
 BG4976'DESCRIBED BY GARY L. MERRILL.
 BG4976
 BG4976                          STATION RECOVERY (2003)
 BG4976
 BG4976'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4976'HOUSE NUMBER 6548
 BG4976
 BG4976                          STATION RECOVERY (2004)
 BG4976
 BG4976'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG4976'HOUSE NUMBER IS 6548.
 BG4976
 BG4976                          STATION RECOVERY (2005)
 BG4976
 BG4976'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG4976'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2124 ***********************************************************************
 BU2124  DESIGNATION -  CURRY RESET
 BU2124  PID         -  BU2124
 BU2124  STATE/COUNTY-  AL/PIKE
 BU2124  USGS QUAD   -  ANSLEY (1981)
 BU2124
 BU2124                         *CURRENT SURVEY CONTROL
 BU2124  ___________________________________________________________________
 BU2124* NAD 83(1992)-  31 56 05.99548(N)    086 03 43.67874(W)     ADJUSTED  
 BU2124* NAVD 88     -       206.     (meters)     676.     (feet)  SCALED    
 BU2124  ___________________________________________________________________
 BU2124  LAPLACE CORR-           0.73  (seconds)                    DEFLEC99
 BU2124  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BU2124
 BU2124  HORZ ORDER  -  FIRST
 BU2124
 BU2124.The horizontal coordinates were established by classical geodetic methods
 BU2124.and adjusted by the National Geodetic Survey in December 1992..
 BU2124
 BU2124.The orthometric height was scaled from a topographic map.
 BU2124
 BU2124.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2124
 BU2124.The geoid height was determined by GEOID03.
 BU2124
 BU2124;                    North         East     Units Scale Factor Converg.
 BU2124;SPC AL E     -   159,119.441   178,365.603   MT  0.99996577   -0 07 15.7
 BU2124;UTM  16      - 3,533,614.640   588,650.749   MT  0.99969692   +0 29 46.0
 BU2124
 BU2124!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2124!SPC AL E     -   0.99997192  x   0.99996577  =   0.99993769
 BU2124!UTM  16      -   0.99997192  x   0.99969692  =   0.99966884
 BU2124
 BU2124|---------------------------------------------------------------------|
 BU2124| PID    Reference Object                     Distance      Geod. Az  |
 BU2124|                                                           dddmmss.s |
 BU2124| CF9497 CURRY RM 1                           21.510 METERS 25300     |
 BU2124| CF9496 CURRY AZ MK                                        3210520.2 |
 BU2124| CF9498 CURRY RM 2                           20.013 METERS 34002     |
 BU2124|---------------------------------------------------------------------|
 BU2124
 BU2124                          SUPERSEDED SURVEY CONTROL
 BU2124
 BU2124  NAD 83(1986)-  31 56 06.00528(N)    086 03 43.67749(W) AD(       ) 1
 BU2124  NAD 27      -  31 56 05.45400(N)    086 03 43.83400(W) AD(       ) 1
 BU2124
 BU2124.Superseded values are not recommended for survey control.
 BU2124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2124.See file dsdata.txt to determine how the superseded data were derived.
 BU2124
 BU2124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA8865133615(NAD 83)
 BU2124_MARKER: DS = TRIANGULATION STATION DISK
 BU2124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2124_STAMPING: CURRY 1943 1981
 BU2124_MARK LOGO: NGS   
 BU2124_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU2124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2124+STABILITY: SURFACE MOTION
 BU2124
 BU2124  HISTORY     - Date     Condition        Report By
 BU2124  HISTORY     - 1981     MONUMENTED       NGS
 BU2124
 BU2124                          STATION DESCRIPTION
 BU2124
 BU2124'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BU2124'THE STATION UNDERGROUND MARK, REFERENCE MARKS NO 1 AND NO 2 AND
 BU2124'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  THE STATION SURFACE
 BU2124'MARK WAS FOUND DESTROYED.  A NEW STATION SURFACE MARK WAS ESTABLISHED
 BU2124'AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.  THE STATION IS LOCATED
 BU2124'ABOUT 4 MI (6.44 KM) SOUTHWEST OF ORION, ON THE SUMMIT OF THE HIGHEST
 BU2124'HILL IN THE VICINITY AND AT THE SITE OF A STATE FOREST SERVICE LOOKOUT
 BU2124'TOWER.  TO REACH FROM THE JUNCTION OF COUNTY ROUTES 1 AND 66 AT THE
 BU2124'POST OFFICE IN SHADY GROVE, GO SOUTHEAST ON COUNTY ROUTE 1 FOR 4.83 KM
 BU2124'(3.00 MI) TO A PAVED SIDE ROAD ON LEFT, TURN LEFT AND GO NORTH FOR
 BU2124'2.90 KM (1.80 MI) TO A DIRT CROSSROAD, TURN RIGHT AND GO NORTHEAST FOR
 BU2124'1.45 KM (0.90 MI) TO A T-ROAD, TURN RIGHT AND GO SOUTHEAST FOR 0.48 KM
 BU2124'(0.30 MI) TO A SIDE ROAD ON LEFT, TURN LEFT AND GO NORTHEAST FOR 2.90
 BU2124'KM (1.80 MI) TO AZIMUTH MARK ON THE LEFT, CONTINUE AHEAD FOR 0.40 KM
 BU2124'(0.25 MI) TO A WOODS ROAD ON RIGHT LEADING UPHILL TO LOOKOUT TOWER AND
 BU2124'STATION. THE STATION MARK IS A STANDARD NGS DISK, STAMPED CURRY 1943
 BU2124'1981, SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 4 INCHES.
 BU2124'IT IS 23.16 M (75.98 FT) NORTH OF A LONE 8 INCH MAGNOLIA TREE, 11.21 M
 BU2124'(36.78 FT) NORTHEAST OF THE SOUTHEAST LEG OF TOWER, 8.20 M (26.90 FT)
 BU2124'SOUTHEAST OF A 10 INCH HICKORY TREE, 8.17 M (26.80 FT) EAST OF THE
 BU2124'NORTHEAST LEG OF TOWER AND 0.30 M (0.98 FT) SOUTHWEST OF A METAL
 BU2124'WITNESS POST AND SIGN. REFERENCE MARK NO 1 IS A STANDARD CGS DISK,
 BU2124'STAMPED CURRY NO 1 1943, SET IN THE TOP OF A SQUARE CONCRETE POST,
 BU2124'PROJECTING 4 INCHES.  IT IS 9.32 M (30.58 FT) SOUTHWEST OF THE
 BU2124'NORTHWEST LEG OF TOWER, 5.94 M (19.49 FT) WEST OF THE SOUTHWEST LEG OF
 BU2124'TOWER AND 0.3 M (0.98 FT) EAST OF A METAL WITNESS POST AND SIGN.
 BU2124'REFERENCE MARK NO 2 IS A STANDARD CGS DISK, STAMPED CURRY NO 2 1943,
 BU2124'SET IN THE TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT
 BU2124'IS 19.72 M (64.70 FT) NORTH NORTHEAST OF THE NORTHWEST LEG OF TOWER,
 BU2124'19.02 M (62.40 FT) NORTH OF THE NORTHEAST LEG OF TOWER AND 0.30 M
 BU2124'(0.98 FT) SOUTH OF A METAL WITNESS POST AND SIGN. THE AZIMUTH MARK IS
 BU2124'A STANDARD CGS DISK, STAMPED CURRY 1943, SET IN THE TOP OF A SQUARE
 BU2124'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 8.62 M (28.28 FT)
 BU2124'SOUTHEAST OF A CREOSOTED POST, 14.32 M (46.98 FT) NORTH NORTHEAST OF
 BU2124'THE CENTER OF DIRT ROAD AND 0.30 M (0.98 FT) NORTHWEST OF A METAL
 BU2124'WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4006 ***********************************************************************
 BG4006  DESIGNATION -  CUT
 BG4006  PID         -  BG4006
 BG4006  STATE/COUNTY-  AL/BALDWIN
 BG4006  USGS QUAD   -  LILLIAN (1987)
 BG4006
 BG4006                         *CURRENT SURVEY CONTROL
 BG4006  ___________________________________________________________________
 BG4006* NAD 83(1992)-  30 28 28.14834(N)    087 26 01.94952(W)     ADJUSTED  
 BG4006* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG4006  ___________________________________________________________________
 BG4006  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 BG4006  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BG4006
 BG4006  HORZ ORDER  -  THIRD
 BG4006
 BG4006.The horizontal coordinates were established by classical geodetic methods
 BG4006.and adjusted by the National Geodetic Survey in December 1992..
 BG4006
 BG4006.The orthometric height was scaled from a topographic map.
 BG4006
 BG4006.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4006
 BG4006.The geoid height was determined by GEOID03.
 BG4006
 BG4006;                    North         East     Units Scale Factor Converg.
 BG4006;SPC AL W     -    52,598.148   606,349.175   MT  0.99993383   +0 02 00.7
 BG4006;SPC FL N     -   167,068.820   318,319.259   MT  0.99996275   -1 28 27.7
 BG4006;SPC FL N     -   548,124.95  1,044,352.44   sFT  0.99996275   -1 28 27.7
 BG4006;UTM  16      - 3,371,444.080   458,354.081   MT  0.99962140   -0 13 12.2
 BG4006
 BG4006!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4006!SPC AL W     -   1.00000436  x   0.99993383  =   0.99993818
 BG4006!SPC FL N     -   1.00000436  x   0.99996275  =   0.99996710
 BG4006!UTM  16      -   1.00000436  x   0.99962140  =   0.99962575
 BG4006
 BG4006:                Primary Azimuth Mark                     Grid Az
 BG4006:SPC AL W     -  PINE                                     022 07 15.1
 BG4006:SPC FL N     -  PINE                                     023 37 43.5
 BG4006:UTM  16      -  PINE                                     022 22 28.0
 BG4006
 BG4006|---------------------------------------------------------------------|
 BG4006| PID    Reference Object                     Distance      Geod. Az  |
 BG4006|                                                           dddmmss.s |
 BG4006| BG4007 PINE                                APPROX. 0.5 KM 0220915.8 |
 BG4006| BG4009 BET                                 APPROX. 0.5 KM 1043226.8 |
 BG4006| BG4008 WALTER                              APPROX. 0.7 KM 1425456.8 |
 BG4006| DD7773 CUT RM                               27.780 METERS 19816     |
 BG4006| BG4001 TITI                                APPROX. 0.6 KM 3383854.8 |
 BG4006|---------------------------------------------------------------------|
 BG4006
 BG4006                          SUPERSEDED SURVEY CONTROL
 BG4006
 BG4006  NAD 83(1986)-  30 28 28.16747(N)    087 26 01.95289(W) AD(       ) 3
 BG4006  NAD 27      -  30 28 27.46100(N)    087 26 02.03100(W) AD(       ) 3
 BG4006
 BG4006.Superseded values are not recommended for survey control.
 BG4006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4006.See file dsdata.txt to determine how the superseded data were derived.
 BG4006
 BG4006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5835471444(NAD 83)
 BG4006_MARKER: DS = TRIANGULATION STATION DISK
 BG4006_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BG4006_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BG4006
 BG4006  HISTORY     - Date     Condition        Report By
 BG4006  HISTORY     - 1935     MONUMENTED       CGS
 BG4006
 BG4006                          STATION DESCRIPTION
 BG4006
 BG4006'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (MHR)
 BG4006'ON THE SE SIDE OF THE ALABAMA CUT-OFF WHERE IT RUNS INTO THE PERDIDO
 BG4006'RIVER.  STATION IS 22 METERS FROM THE HIGH-WATER LINE OF THE PERDIDO
 BG4006'RIVER.
 BG4006'
 BG4006'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
 BG4006'REFERENCE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1794 ***********************************************************************
 DJ1794  DESIGNATION -  CUT BANK
 DJ1794  PID         -  DJ1794
 DJ1794  STATE/COUNTY-  AL/LAMAR
 DJ1794  USGS QUAD   -  MILLPORT NW (1985)
 DJ1794
 DJ1794                         *CURRENT SURVEY CONTROL
 DJ1794  ___________________________________________________________________
 DJ1794* NAD 83(1992)-  33 44 15.75527(N)    088 13 22.17346(W)     ADJUSTED  
 DJ1794* NAVD 88     -       142.     (meters)     466.     (feet)  SCALED    
 DJ1794  ___________________________________________________________________
 DJ1794  LAPLACE CORR-          -0.28  (seconds)                    DEFLEC99
 DJ1794  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DJ1794
 DJ1794  HORZ ORDER  -  SECOND
 DJ1794
 DJ1794.The horizontal coordinates were established by classical geodetic methods
 DJ1794.and adjusted by the National Geodetic Survey in May 1994..
 DJ1794
 DJ1794.The orthometric height was scaled from a topographic map.
 DJ1794
 DJ1794.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1794
 DJ1794.The geoid height was determined by GEOID03.
 DJ1794
 DJ1794;                    North         East     Units Scale Factor Converg.
 DJ1794;SPC AL W     -   414,661.836   533,021.113   MT  0.99998862   -0 24 05.3
 DJ1794;SPC MS E     -   470,022.835   356,571.938   MT  0.99998944   +0 20 20.7
 DJ1794;SPC MS E     - 1,542,066.58  1,169,853.10   sFT  0.99998944   +0 20 20.7
 DJ1794;UTM  16      - 3,733,745.784   386,725.457   MT  0.99975818   -0 40 45.2
 DJ1794
 DJ1794!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1794!SPC AL W     -   0.99998208  x   0.99998862  =   0.99997070
 DJ1794!SPC MS E     -   0.99998208  x   0.99998944  =   0.99997152
 DJ1794!UTM  16      -   0.99998208  x   0.99975818  =   0.99974026
 DJ1794
 DJ1794|---------------------------------------------------------------------|
 DJ1794| PID    Reference Object                     Distance      Geod. Az  |
 DJ1794|                                                           dddmmss.s |
 DJ1794| CF9500 CUT BANK RM 1                        23.347 METERS 04136     |
 DJ1794| CF9499 CUT BANK AZ MK                                     1602852.5 |
 DJ1794| CF9501 CUT BANK RM 2                        25.326 METERS 29711     |
 DJ1794|---------------------------------------------------------------------|
 DJ1794
 DJ1794                          SUPERSEDED SURVEY CONTROL
 DJ1794
 DJ1794  NAD 83(1992)-  33 44 15.75687(N)    088 13 22.17243(W) AD(       ) 2
 DJ1794  NAD 83(1986)-  33 44 15.76190(N)    088 13 22.17402(W) AD(       ) 2
 DJ1794  NAD 27      -  33 44 15.36100(N)    088 13 22.05500(W) AD(       ) 2
 DJ1794
 DJ1794.Superseded values are not recommended for survey control.
 DJ1794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1794.See file dsdata.txt to determine how the superseded data were derived.
 DJ1794
 DJ1794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC8672533746(NAD 83)
 DJ1794_MARKER: DS = TRIANGULATION STATION DISK
 DJ1794_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1794_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1794
 DJ1794  HISTORY     - Date     Condition        Report By
 DJ1794  HISTORY     - 1950     MONUMENTED       CGS
 DJ1794
 DJ1794                          STATION DESCRIPTION
 DJ1794
 DJ1794'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1794'THE STATION IS LOCATED ON A HIGH PROMINENT WOODED HILL, ON A
 DJ1794'DIVIDE BETWEEN CUTBANK AND WILSON CREEKS, ABOUT 6 MILES WEST OF
 DJ1794'VERNON, 1 MILE NORTHWEST OF STATE HIGHWAY 18, 33.5 FEET NORTHEAST
 DJ1794'OF AN 18-INCH TRIANGULAR BLAZED OAK TREE, 5 FEET NORTHWEST OF
 DJ1794'A WITNESS POST, AND ON LAND OWNED BY MR. WILL BEASLEY.
 DJ1794'
 DJ1794'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 19
 DJ1794'AND 18 IN VERNON, GO WEST ON THE LATTER FOR 5.5 MILES TO AN OFFSET
 DJ1794'CROSS ROADS,* TURN RIGHT, NORTHWEST, AND FOLLOW THE MAIN GRAVELED
 DJ1794'ROAD FOR 1.1 MILES TO AN OLD LOG STRUCTURE HOUSE WITH AN OPEN
 DJ1794'HALLWAY ON THE RIGHT, TURN LEFT, WEST AND FOLLOW THIS DIM TRACK
 DJ1794'ROAD OUT ALONG THE HILLS, CIRCLING TO THE LEFT TO A SADDLE, THEN
 DJ1794'OVER THE RIDGE AND ALONG THE WEST SIDE OF THE RIDGE
 DJ1794'APPROXIMATELY 1 MILE TO THE TOP OF A DIVIDE, THEN TURN BACK TO
 DJ1794'THE LEFT, EAST, UP ALONG THE RIDGE THROUGH THE TIMBER
 DJ1794'ABOUT 250 YARDS TO THE TOP OF THE HILL AND THE STATION AS
 DJ1794'DESCRIBED.
 DJ1794'
 DJ1794'*AT THIS POINT THE AZIMUTH MARK CAN BE REACH BY GOING WESTERLY ON
 DJ1794'THE HIGHWAY FOR 0.4 MILE TO THE HAYS STORE ON THE RIGHT,
 DJ1794'CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO A GRAVELED ROAD ON THE
 DJ1794'LEFT AND THE AZIMUTH MARK AS DESCRIBED.
 DJ1794'
 DJ1794'THE STATION MARK PROJECTS 2 INCHES, AND THE DISK IS STAMPED CUT
 DJ1794'BANK 1949.
 DJ1794'
 DJ1794'REFERENCE MARK NO. 1 PROJECTS 3 INCHES, AND THE DISK IS STAMPED
 DJ1794'CUT BANK NO 1 1949.
 DJ1794'
 DJ1794'REFERENCE MARK NO. 2 PROJECTS 2 INCHES, AND THE DISK IS STAMPED
 DJ1794'CUT BANK NO 2 1949.
 DJ1794'
 DJ1794'THE AZIMUTH MARK IS 37 FEET SOUTH OF THE CENTERLINE OF THE
 DJ1794'HIGHWAY, 30 FEET NORTH THE APPROXIMATE CENTERLINE OF A GRAVELED
 DJ1794'ROAD, AND 3.5 FEET SOUTHEAST OF A WITNESS POST.  THE MARK PROJECTS
 DJ1794'5 INCHES, AND THE DISK IS STAMPED CUT BANK 1949.
 DJ1794'
 DJ1794'ALL MARKS ARE STANDARD DISKS SET IN THE TOP OF 12-INCH CONCRETE
 DJ1794'CYLINDERS.
 DJ1794'
 DJ1794'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4096 ***********************************************************************
 BG4096  DESIGNATION -  CYPRESS
 BG4096  PID         -  BG4096
 BG4096  STATE/COUNTY-  AL/BALDWIN
 BG4096  USGS QUAD   -  BON SECOUR BAY (1985)
 BG4096
 BG4096                         *CURRENT SURVEY CONTROL
 BG4096  ___________________________________________________________________
 BG4096* NAD 83(1992)-  30 19 33.26533(N)    087 47 59.07631(W)     ADJUSTED  
 BG4096* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG4096  ___________________________________________________________________
 BG4096  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 BG4096  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BG4096
 BG4096  HORZ ORDER  -  SECOND
 BG4096
 BG4096.The horizontal coordinates were established by classical geodetic methods
 BG4096.and adjusted by the National Geodetic Survey in December 1992..
 BG4096
 BG4096.The orthometric height was scaled from a topographic map.
 BG4096
 BG4096.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4096
 BG4096.The geoid height was determined by GEOID03.
 BG4096
 BG4096;                    North         East     Units Scale Factor Converg.
 BG4096;SPC AL W     -    36,164.149   571,175.698   MT  0.99994358   -0 09 04.8
 BG4096;UTM  16      - 3,355,170.319   423,118.648   MT  0.99967292   -0 24 13.8
 BG4096
 BG4096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4096!SPC AL W     -   1.00000437  x   0.99994358  =   0.99994795
 BG4096!UTM  16      -   1.00000437  x   0.99967292  =   0.99967729
 BG4096
 BG4096|---------------------------------------------------------------------|
 BG4096| PID    Reference Object                     Distance      Geod. Az  |
 BG4096|                                                           dddmmss.s |
 BG4096| DD7774 CYPRESS RM 1                         16.875 METERS 00918     |
 BG4096| DD7775 CYPRESS RM 2                         23.689 METERS 09201     |
 BG4096| BG4091 BANK RESET                          APPROX. 8.1 KM 1923458.1 |
 BG4096|---------------------------------------------------------------------|
 BG4096
 BG4096                          SUPERSEDED SURVEY CONTROL
 BG4096
 BG4096  NAD 83(1986)-  30 19 33.28734(N)    087 47 59.08266(W) AD(       ) 2
 BG4096  NAD 27      -  30 19 32.57000(N)    087 47 59.11800(W) AD(       ) 2
 BG4096
 BG4096.Superseded values are not recommended for survey control.
 BG4096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4096.See file dsdata.txt to determine how the superseded data were derived.
 BG4096
 BG4096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2311955170(NAD 83)
 BG4096_MARKER: DS = TRIANGULATION STATION DISK
 BG4096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4096
 BG4096  HISTORY     - Date     Condition        Report By
 BG4096  HISTORY     - 1935     MONUMENTED       CGS
 BG4096  HISTORY     - 1946     GOOD             CGS
 BG4096  HISTORY     - 1959     MARK NOT FOUND   CGS
 BG4096
 BG4096                          STATION DESCRIPTION
 BG4096
 BG4096'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BG4096'THE STATION IS ON THE NORTHEASTERN SIDE OF BON SECOURS BAY AT CYPRESS
 BG4096'POINT, ABOUT 3-1/2 MILES N OF THE CANAL, AND 4 MILES S OF WEEKS BAY.
 BG4096'IT IS 20 FEET FROM THE HIGH-WATER LINE, AND 22 FEET W OF A 10-INCH
 BG4096'TRIANGULAR-BLAZED PINE TREE.
 BG4096'
 BG4096'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BG4096'SET IN CONCRETE.
 BG4096'
 BG4096'REFERENCE MARK NO. 1 IS IN THE SWAMP BACK OF THE STATION, 40 FEET NNE
 BG4096'OF THE TRIANGULAR-BLAZED PINE TREE NEAR THE STATION, AND 60 FEET
 BG4096'FROM THE HIGH-WATER LINE.
 BG4096'
 BG4096'REFERENCE MARK NO. 2 IS 15 FEET SW OF ANOTHER 12-INCH
 BG4096'TRIANGULAR-BLAZED PINE TREE, WHICH IS SE OF THE STATION, AND 35 FEET
 BG4096'FROM THE HIGH-WATER LINE.
 BG4096
 BG4096                          STATION RECOVERY (1946)
 BG4096
 BG4096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BG4096'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION ADEQUATE.
 BG4096
 BG4096                          STATION RECOVERY (1959)
 BG4096
 BG4096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4096'LOST.  THE AREA WAS SEARCHED BUT NONE OF THE MARKS COULD BE FOUND.
 BG4096'THE SITE IS COVERED WITH THICK GRASS AND WASHED IN LOGS.  THE MARK
 BG4096'MIGHT BE IN PLACE BUT IT IS BELIEVED TO HAVE BEEN DESTROYED BY
 BG4096'EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1079 ***********************************************************************
 EF1079  DESIGNATION -  D 1
 EF1079  PID         -  EF1079
 EF1079  STATE/COUNTY-  AL/COLBERT
 EF1079  USGS QUAD   -  PRIDE (1988)
 EF1079
 EF1079                         *CURRENT SURVEY CONTROL
 EF1079  ___________________________________________________________________
 EF1079* NAD 83(1986)-  34 42 34.     (N)    087 45 15.     (W)     SCALED    
 EF1079* NAVD 88     -       137.532  (meters)     451.22   (feet)  POSTED    
 EF1079  ___________________________________________________________________
 EF1079  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EF1079  DYNAMIC HT  -         137.400 (meters)     450.79  (feet)  COMP
 EF1079  MODELED GRAV-     979,663.9   (mgal)                       NAVD 88
 EF1079
 EF1079  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EF1079
 EF1079.The horizontal coordinates were scaled from a topographic map and have
 EF1079.an estimated accuracy of +/- 6 seconds.
 EF1079
 EF1079.The orthometric height was determined by differential leveling
 EF1079.and adjusted by the National Geodetic Survey in 1992..
 EF1079.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EF1079.rate of 2.1 thru 3.0 mm/km.
 EF1079
 EF1079.The geoid height was determined by GEOID03.
 EF1079
 EF1079.The dynamic height is computed by dividing the NAVD 88
 EF1079.geopotential number by the normal gravity value computed on the
 EF1079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1079.degrees latitude (g = 980.6199 gals.).
 EF1079
 EF1079.The modeled gravity was interpolated from observed gravity values.
 EF1079
 EF1079;                    North         East    Units  Estimated Accuracy
 EF1079;SPC AL W     -   522,240.      576,720.      MT  (+/- 180 meters Scaled)
 EF1079
 EF1079                          SUPERSEDED SURVEY CONTROL
 EF1079
 EF1079  NGVD 29 (??/??/92)  137.512  (m)          451.15   (f) ADJ UNCH    1 2
 EF1079
 EF1079.Superseded values are not recommended for survey control.
 EF1079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1079.See file dsdata.txt to determine how the superseded data were derived.
 EF1079
 EF1079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD309410(NAD 83)
 EF1079_MARKER: DD = SURVEY DISK
 EF1079_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF1079_SP_SET: BRIDGE ABUTMENT
 EF1079_STAMPING: D 1 1924
 EF1079_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1079
 EF1079  HISTORY     - Date     Condition        Report By
 EF1079  HISTORY     - 1924     MONUMENTED       USGS
 EF1079  HISTORY     - 1944     GOOD             NGS
 EF1079  HISTORY     - 1950     GOOD             TVA
 EF1079  HISTORY     - 1982     POOR             USPSQD
 EF1079  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF1079
 EF1079                          STATION DESCRIPTION
 EF1079
 EF1079'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF1079'3.5 MI W FROM TUSCUMBIA.
 EF1079'ABOUT 3.5 MILES WESTERLY ALONG THE SOUTHERN RAILWAY FROM THE OLD
 EF1079'STATION AT TUSCUMBIA, ABOUT 4.0 MILES EAST OF THE STATION AT PRIDE, AT
 EF1079'THE RAILROAD BRIDGE OVER THE LITTLE BEAR CREEK, 7.8 FEET SOUTH OF AND
 EF1079'ABOUT 4 FEET BELOW THE CENTER LINE OF THE TRACK, AND SET HORIZONTALLY
 EF1079'IN THE TOP OF THE SOUTH END OF THE WEST STONE ABUTMENT OF THE BRIDGE.
 EF1079
 EF1079                          STATION RECOVERY (1950)
 EF1079
 EF1079'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1079'RECOVERED IN GOOD CONDITION.
 EF1079
 EF1079                          STATION RECOVERY (1982)
 EF1079
 EF1079'RECOVERY NOTE BY US POWER SQUADRON 1982 (TB)
 EF1079'MARK RECOVERED IN POOR CONDITION.
 EF1079
 EF1079                          STATION RECOVERY (1982)
 EF1079
 EF1079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1079'NOT RECOVERED, POSSIBLY STILL INTACT, PROBABLY COVERED OVER WITH
 EF1079'RAILROAD TIES AND DIRT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0241 ***********************************************************************
 BH0241  DESIGNATION -  D 10
 BH0241  PID         -  BH0241
 BH0241  STATE/COUNTY-  AL/MOBILE
 BH0241  USGS QUAD   -  GRAND BAY (1986)
 BH0241
 BH0241                         *CURRENT SURVEY CONTROL
 BH0241  ___________________________________________________________________
 BH0241* NAD 83(1986)-  30 28 38.     (N)    088 20 28.     (W)     SCALED    
 BH0241* NAVD 88     -        27.591  (meters)      90.52   (feet)  POSTED    
 BH0241  ___________________________________________________________________
 BH0241  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0241  DYNAMIC HT  -          27.560 (meters)      90.42  (feet)  COMP
 BH0241  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BH0241
 BH0241  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BH0241
 BH0241.The horizontal coordinates were scaled from a topographic map and have
 BH0241.an estimated accuracy of +/- 6 seconds.
 BH0241
 BH0241.The orthometric height was determined by differential leveling
 BH0241.and adjusted by the National Geodetic Survey in 1992..
 BH0241.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BH0241.rate of 1.1 thru 2.0 mm/km.
 BH0241
 BH0241.The geoid height was determined by GEOID03.
 BH0241
 BH0241.The dynamic height is computed by dividing the NAVD 88
 BH0241.geopotential number by the normal gravity value computed on the
 BH0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0241.degrees latitude (g = 980.6199 gals.).
 BH0241
 BH0241.The modeled gravity was interpolated from observed gravity values.
 BH0241
 BH0241;                    North         East    Units  Estimated Accuracy
 BH0241;SPC AL W     -    53,200.      519,240.      MT  (+/- 180 meters Scaled)
 BH0241
 BH0241                          SUPERSEDED SURVEY CONTROL
 BH0241
 BH0241  NGVD 29 (??/??/??)   27.618  (m)           90.61   (f) ADJUSTED    1 2
 BH0241
 BH0241.Superseded values are not recommended for survey control.
 BH0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0241.See file dsdata.txt to determine how the superseded data were derived.
 BH0241
 BH0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU712724(NAD 83)
 BH0241_MARKER: DB = BENCH MARK DISK
 BH0241_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0241_SP_SET: CONCRETE BASE
 BH0241_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0241
 BH0241  HISTORY     - Date     Condition        Report By
 BH0241  HISTORY     - UNK      MONUMENTED       CGS
 BH0241  HISTORY     - 1968     MARK NOT FOUND   CGS
 BH0241
 BH0241                          STATION DESCRIPTION
 BH0241
 BH0241'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0241'IN GRAND BAY.
 BH0241'AT GRAND BAY, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE
 BH0241'FIRST STREET CROSSING EAST OF THE STATION, IN THE TOP OF THE SOUTHEAST
 BH0241'CORNER OF CONCRETE BASE OF CROSSING WARNING SIGNAL (BASE IS 3 1/2 FEET
 BH0241'SQUARE AND PROJECTS 2 FEET), 12 FEET SOUTH OF SOUTH RAIL OF MAIN
 BH0241'TRACK, 16 FEET WEST OF CENTER LINE OF STREET AND ABOUT 2 FEET ABOVE
 BH0241'LEVEL OF TRACK.  NOTE-- MARK WAS PROBABLY DESTROYED AS THE SIGNAL HAS
 BH0241'BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1714 ***********************************************************************
 DH1714  DESIGNATION -  D 100
 DH1714  PID         -  DH1714
 DH1714  STATE/COUNTY-  AL/FAYETTE
 DH1714  USGS QUAD   -  FAYETTE (1983)
 DH1714
 DH1714                         *CURRENT SURVEY CONTROL
 DH1714  ___________________________________________________________________
 DH1714* NAD 83(1986)-  33 41 00.     (N)    087 49 51.     (W)     SCALED    
 DH1714* NAVD 88     -       109.839  (meters)     360.36   (feet)  ADJUSTED  
 DH1714  ___________________________________________________________________
 DH1714  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DH1714  DYNAMIC HT  -         109.725 (meters)     359.99  (feet)  COMP
 DH1714  MODELED GRAV-     979,590.6   (mgal)                       NAVD 88
 DH1714
 DH1714  VERT ORDER  -  SECOND    CLASS 0
 DH1714
 DH1714.The horizontal coordinates were scaled from a topographic map and have
 DH1714.an estimated accuracy of +/- 6 seconds.
 DH1714
 DH1714.The orthometric height was determined by differential leveling
 DH1714.and adjusted by the National Geodetic Survey in June 1991..
 DH1714
 DH1714.The geoid height was determined by GEOID03.
 DH1714
 DH1714.The dynamic height is computed by dividing the NAVD 88
 DH1714.geopotential number by the normal gravity value computed on the
 DH1714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1714.degrees latitude (g = 980.6199 gals.).
 DH1714
 DH1714.The modeled gravity was interpolated from observed gravity values.
 DH1714
 DH1714;                    North         East    Units  Estimated Accuracy
 DH1714;SPC AL W     -   408,450.      569,330.      MT  (+/- 180 meters Scaled)
 DH1714
 DH1714                          SUPERSEDED SURVEY CONTROL
 DH1714
 DH1714  NGVD 29 (??/??/92)  109.790  (m)          360.20   (f) ADJ UNCH    2 0
 DH1714
 DH1714.Superseded values are not recommended for survey control.
 DH1714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1714.See file dsdata.txt to determine how the superseded data were derived.
 DH1714
 DH1714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC229273(NAD 83)
 DH1714_MARKER: DB = BENCH MARK DISK
 DH1714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1714_STAMPING: D 100 1935
 DH1714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1714+STABILITY: SURFACE MOTION
 DH1714
 DH1714  HISTORY     - Date     Condition        Report By
 DH1714  HISTORY     - 1935     MONUMENTED       CGS
 DH1714  HISTORY     - 1946     GOOD             NGS
 DH1714  HISTORY     - 1987     GOOD             LOCSUR
 DH1714
 DH1714                          STATION DESCRIPTION
 DH1714
 DH1714'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1714'IN FAYETTE.
 DH1714'AT FAYETTE, FAYETTE COUNTY, ON THE SOUTHERN RAILWAY, 60 FEET SOUTH OF
 DH1714'THE SOUTHWEST CORNER OF THE STATION, AT THE TEMPLE AVENUE CROSSING, 45
 DH1714'FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND IN THE SOUTHWEST CORNER
 DH1714'OF THE RAILROAD FLOWER GARDEN.  A STANDARD DISK, STAMPED D 100 1935
 DH1714'AND SET IN THE TOP OF A CONCRETE POST.
 DH1714
 DH1714                          STATION RECOVERY (1987)
 DH1714
 DH1714'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (RW)
 DH1714'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0065 ***********************************************************************
 DJ0065  DESIGNATION -  D 101
 DJ0065  PID         -  DJ0065
 DJ0065  STATE/COUNTY-  AL/LAMAR
 DJ0065  USGS QUAD   -  MILLPORT (1985)
 DJ0065
 DJ0065                         *CURRENT SURVEY CONTROL
 DJ0065  ___________________________________________________________________
 DJ0065* NAD 83(1986)-  33 35 34.     (N)    088 04 35.     (W)     SCALED    
 DJ0065* NAVD 88     -        88.629  (meters)     290.78   (feet)  ADJUSTED  
 DJ0065  ___________________________________________________________________
 DJ0065  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 DJ0065  DYNAMIC HT  -          88.535 (meters)     290.47  (feet)  COMP
 DJ0065  MODELED GRAV-     979,570.7   (mgal)                       NAVD 88
 DJ0065
 DJ0065  VERT ORDER  -  SECOND    CLASS 0
 DJ0065
 DJ0065.The horizontal coordinates were scaled from a topographic map and have
 DJ0065.an estimated accuracy of +/- 6 seconds.
 DJ0065
 DJ0065.The orthometric height was determined by differential leveling
 DJ0065.and adjusted by the National Geodetic Survey in June 1991..
 DJ0065
 DJ0065.The geoid height was determined by GEOID03.
 DJ0065
 DJ0065.The dynamic height is computed by dividing the NAVD 88
 DJ0065.geopotential number by the normal gravity value computed on the
 DJ0065.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0065.degrees latitude (g = 980.6199 gals.).
 DJ0065
 DJ0065.The modeled gravity was interpolated from observed gravity values.
 DJ0065
 DJ0065;                    North         East    Units  Estimated Accuracy
 DJ0065;SPC AL W     -   398,500.      546,500.      MT  (+/- 180 meters Scaled)
 DJ0065
 DJ0065                          SUPERSEDED SURVEY CONTROL
 DJ0065
 DJ0065  NGVD 29 (??/??/92)   88.592  (m)          290.66   (f) ADJ UNCH    2 0
 DJ0065
 DJ0065.Superseded values are not recommended for survey control.
 DJ0065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0065.See file dsdata.txt to determine how the superseded data were derived.
 DJ0065
 DJ0065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC001175(NAD 83)
 DJ0065_MARKER: DB = BENCH MARK DISK
 DJ0065_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0065_SP_SET: CULVERT
 DJ0065_STAMPING: D-101 1935
 DJ0065_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0065
 DJ0065  HISTORY     - Date     Condition        Report By
 DJ0065  HISTORY     - 1935     MONUMENTED       CGS
 DJ0065
 DJ0065                          STATION DESCRIPTION
 DJ0065
 DJ0065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ0065'2.1 MI N FROM MILLPORT.
 DJ0065'2.1 MILES NORTH OF SOUTHERN RR STATION AT MILLPORT ALONG STATE HIGHWAY
 DJ0065'NO. 19, IN THE NORTHEAST CORNER OF A LARGE CONCRETE HEADWALL TO A
 DJ0065'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1500 ***********************************************************************
 CN1500  DESIGNATION -  D 108
 CN1500  PID         -  CN1500
 CN1500  STATE/COUNTY-  AL/BIBB
 CN1500  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1500
 CN1500                         *CURRENT SURVEY CONTROL
 CN1500  ___________________________________________________________________
 CN1500* NAD 83(1986)-  32 51 30.     (N)    086 56 58.     (W)     SCALED    
 CN1500* NAVD 88     -       127.167  (meters)     417.21   (feet)  ADJUSTED  
 CN1500  ___________________________________________________________________
 CN1500  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CN1500  DYNAMIC HT  -         127.022 (meters)     416.74  (feet)  COMP
 CN1500  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CN1500
 CN1500  VERT ORDER  -  SECOND    CLASS 0
 CN1500
 CN1500.The horizontal coordinates were scaled from a topographic map and have
 CN1500.an estimated accuracy of +/- 6 seconds.
 CN1500
 CN1500.The orthometric height was determined by differential leveling
 CN1500.and adjusted by the National Geodetic Survey in June 1991..
 CN1500
 CN1500.The geoid height was determined by GEOID03.
 CN1500
 CN1500.The dynamic height is computed by dividing the NAVD 88
 CN1500.geopotential number by the normal gravity value computed on the
 CN1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1500.degrees latitude (g = 980.6199 gals.).
 CN1500
 CN1500.The modeled gravity was interpolated from observed gravity values.
 CN1500
 CN1500;                    North         East    Units  Estimated Accuracy
 CN1500;SPC AL W     -   317,040.      651,530.      MT  (+/- 180 meters Scaled)
 CN1500
 CN1500                          SUPERSEDED SURVEY CONTROL
 CN1500
 CN1500  NGVD 29 (??/??/92)  127.135  (m)          417.11   (f) ADJ UNCH    2 0
 CN1500
 CN1500.Superseded values are not recommended for survey control.
 CN1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1500.See file dsdata.txt to determine how the superseded data were derived.
 CN1500
 CN1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB047355(NAD 83)
 CN1500_MARKER: DB = BENCH MARK DISK
 CN1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1500_STAMPING: D-108 1935
 CN1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1500+STABILITY: SURFACE MOTION
 CN1500
 CN1500  HISTORY     - Date     Condition        Report By
 CN1500  HISTORY     - 1935     MONUMENTED       CGS
 CN1500  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1500
 CN1500                          STATION DESCRIPTION
 CN1500
 CN1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN1500'7.9 MI N FROM MAPLESVILLE.
 CN1500'ALONG THE MOBILE AND OHIO RAILROAD 500 FEET EAST OF STATION AT LAWLEY.
 CN1500'70 FEET SOUTHEAST OF RAILROAD WATER TANK, 60 FEET SOUTH CENTER LINE
 CN1500'OF TRACKS, AND 12 FEET SOUTH CENTER LINE OF HIGHWAY ALONG SOUTH SIDE
 CN1500'OF TRACKS.
 CN1500
 CN1500                          STATION RECOVERY (1971)
 CN1500
 CN1500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1568 ***********************************************************************
 CN1568  DESIGNATION -  D 109
 CN1568  PID         -  CN1568
 CN1568  STATE/COUNTY-  AL/PERRY
 CN1568  USGS QUAD   -  SCOTT STATION (1979)
 CN1568
 CN1568                         *CURRENT SURVEY CONTROL
 CN1568  ___________________________________________________________________
 CN1568* NAD 83(1986)-  32 36 18.     (N)    087 26 58.     (W)     SCALED    
 CN1568* NAVD 88     -        80.396  (meters)     263.77   (feet)  ADJUSTED  
 CN1568  ___________________________________________________________________
 CN1568  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN1568  DYNAMIC HT  -          80.303 (meters)     263.46  (feet)  COMP
 CN1568  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 CN1568
 CN1568  VERT ORDER  -  SECOND    CLASS 0
 CN1568
 CN1568.The horizontal coordinates were scaled from a topographic map and have
 CN1568.an estimated accuracy of +/- 6 seconds.
 CN1568
 CN1568.The orthometric height was determined by differential leveling
 CN1568.and adjusted by the National Geodetic Survey in June 1991..
 CN1568
 CN1568.The geoid height was determined by GEOID03.
 CN1568
 CN1568.The dynamic height is computed by dividing the NAVD 88
 CN1568.geopotential number by the normal gravity value computed on the
 CN1568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1568.degrees latitude (g = 980.6199 gals.).
 CN1568
 CN1568.The modeled gravity was interpolated from observed gravity values.
 CN1568
 CN1568;                    North         East    Units  Estimated Accuracy
 CN1568;SPC AL W     -   288,810.      604,750.      MT  (+/- 180 meters Scaled)
 CN1568
 CN1568                          SUPERSEDED SURVEY CONTROL
 CN1568
 CN1568  NGVD 29 (??/??/92)   80.353  (m)          263.62   (f) ADJ UNCH    2 0
 CN1568
 CN1568.Superseded values are not recommended for survey control.
 CN1568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1568.See file dsdata.txt to determine how the superseded data were derived.
 CN1568
 CN1568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB578075(NAD 83)
 CN1568_MARKER: DD = SURVEY DISK
 CN1568_SETTING: 66 = SET IN ROCK OUTCROP
 CN1568_SP_SET: ROCK CUT
 CN1568_STAMPING: D 109 1935
 CN1568_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CN1568+STABILITY: POSITION/ELEVATION WELL
 CN1568
 CN1568  HISTORY     - Date     Condition        Report By
 CN1568  HISTORY     - 1935     MONUMENTED       ALGS
 CN1568  HISTORY     - 1950     GOOD             NGS
 CN1568
 CN1568                          STATION DESCRIPTION
 CN1568
 CN1568'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN1568'0.7 MI W FROM SCOTT STATION.
 CN1568'ABOUT 0.7 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1568'SCOTT STATION ABOUT 0.5 MILE WEST OF A PUBLIC NORTH-SOUTH GRAVEL ROAD
 CN1568'CROSSING, AT THE TOP OF A RAILWAY GRADE AND ON TOP OF A 5-FOOT CUT,
 CN1568'ABOUT 60 YARDS WEST OF A RAILWAY CATTLE GUARD, 30 FEET SOUTH OF THE
 CN1568'CENTER OF THE TRACK AND ABOUT 5 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2630 ***********************************************************************
 BG2630  DESIGNATION -  D 11
 BG2630  PID         -  BG2630
 BG2630  STATE/COUNTY-  AL/BALDWIN
 BG2630  USGS QUAD   -  DYAS (1994)
 BG2630
 BG2630                         *CURRENT SURVEY CONTROL
 BG2630  ___________________________________________________________________
 BG2630* NAD 83(1986)-  30 55 39.     (N)    087 43 08.     (W)     SCALED    
 BG2630* NAVD 88     -        62.655  (meters)     205.56   (feet)  POSTED    
 BG2630  ___________________________________________________________________
 BG2630  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BG2630  DYNAMIC HT  -          62.570 (meters)     205.28  (feet)  COMP
 BG2630  MODELED GRAV-     979,361.1   (mgal)                       NAVD 88
 BG2630
 BG2630  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BG2630
 BG2630.The horizontal coordinates were scaled from a topographic map and have
 BG2630.an estimated accuracy of +/- 6 seconds.
 BG2630
 BG2630.The orthometric height was determined by differential leveling
 BG2630.and adjusted by the National Geodetic Survey in 1992..
 BG2630.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BG2630.rate of 0.0 thru 1.0 mm/km.
 BG2630
 BG2630.The geoid height was determined by GEOID03.
 BG2630
 BG2630.The dynamic height is computed by dividing the NAVD 88
 BG2630.geopotential number by the normal gravity value computed on the
 BG2630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2630.degrees latitude (g = 980.6199 gals.).
 BG2630
 BG2630.The modeled gravity was interpolated from observed gravity values.
 BG2630
 BG2630;                    North         East    Units  Estimated Accuracy
 BG2630;SPC AL W     -   102,840.      579,080.      MT  (+/- 180 meters Scaled)
 BG2630
 BG2630                          SUPERSEDED SURVEY CONTROL
 BG2630
 BG2630.No superseded survey control is available for this station.
 BG2630
 BG2630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV313217(NAD 83)
 BG2630_MARKER: DB = BENCH MARK DISK
 BG2630_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2630_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2630_STAMPING: D 11
 BG2630_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2630+STABILITY: SURFACE MOTION
 BG2630
 BG2630  HISTORY     - Date     Condition        Report By
 BG2630  HISTORY     - UNK      MONUMENTED       CGS
 BG2630  HISTORY     - 1955     MARK NOT FOUND   NGS
 BG2630
 BG2630                          STATION DESCRIPTION
 BG2630
 BG2630'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2630'AT CARNEY.
 BG2630'AT CARNEY, BALDWIN COUNTY, ON THE LOUISVILLE AND NASHVILLE
 BG2630'RAILROAD, ABOUT MIDWAY BETWEEN THE FIRST AND SECOND POLES
 BG2630'NORTHEAST OF MILEPOST 640, ABOUT 100 FEET SOUTHEAST OF THE TRACK,
 BG2630'AND 3 FEET NORTHWEST OF THE RIGHT-OF-WAY FENCE.  A STANDARD
 BG2630'DISK, STAMPED D 11 AND SET IN THE TOP OF A CONCRETE POST.  (62.617
 BG2630'METERS OR 205.436 FEET.)  NOTE-- A POST OF THE SIZE AND SHAPE
 BG2630'USED ON OTHER MARKS WAS FOUND UPROOTED AT THE DESCRIBED LOCATION.
 BG2630'THE IMPRINT OF DISK IS VISIBLE IN TOP OF POST, HOWEVER, THE
 BG2630'DISK WAS NOT FOUND.  THE PROPERTY OWNER STATED THAT AT ONE TIME
 BG2630'THERE WAS A DISK IN THE TOP OF POST SO IT CAN SAFELY BE ASSUMED
 BG2630'THAT THE MARK IS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0402 ***********************************************************************
 CO0402  DESIGNATION -  D 110
 CO0402  PID         -  CO0402
 CO0402  STATE/COUNTY-  AL/CHOCTAW
 CO0402  USGS QUAD   -  BUTLER (1986)
 CO0402
 CO0402                         *CURRENT SURVEY CONTROL
 CO0402  ___________________________________________________________________
 CO0402* NAD 83(1986)-  32 05 43.     (N)    088 10 51.     (W)     SCALED    
 CO0402* NAVD 88     -        44.704  (meters)     146.67   (feet)  ADJUSTED  
 CO0402  ___________________________________________________________________
 CO0402  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CO0402  DYNAMIC HT  -          44.652 (meters)     146.50  (feet)  COMP
 CO0402  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 CO0402
 CO0402  VERT ORDER  -  SECOND    CLASS 0
 CO0402
 CO0402.The horizontal coordinates were scaled from a topographic map and have
 CO0402.an estimated accuracy of +/- 6 seconds.
 CO0402
 CO0402.The orthometric height was determined by differential leveling
 CO0402.and adjusted by the National Geodetic Survey in June 1991..
 CO0402
 CO0402.The geoid height was determined by GEOID03.
 CO0402
 CO0402.The dynamic height is computed by dividing the NAVD 88
 CO0402.geopotential number by the normal gravity value computed on the
 CO0402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0402.degrees latitude (g = 980.6199 gals.).
 CO0402
 CO0402.The modeled gravity was interpolated from observed gravity values.
 CO0402
 CO0402;                    North         East    Units  Estimated Accuracy
 CO0402;SPC AL W     -   232,490.      535,740.      MT  (+/- 180 meters Scaled)
 CO0402
 CO0402                          SUPERSEDED SURVEY CONTROL
 CO0402
 CO0402  NGVD 29 (??/??/92)   44.688  (m)          146.61   (f) ADJ UNCH    2 0
 CO0402
 CO0402.Superseded values are not recommended for survey control.
 CO0402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0402.See file dsdata.txt to determine how the superseded data were derived.
 CO0402
 CO0402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA885516(NAD 83)
 CO0402_MARKER: DB = BENCH MARK DISK
 CO0402_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0402_SP_SET: CULVERT
 CO0402_STAMPING: D 110 1935
 CO0402_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0402
 CO0402  HISTORY     - Date     Condition        Report By
 CO0402  HISTORY     - 1935     MONUMENTED       CGS
 CO0402  HISTORY     - 1973     MARK NOT FOUND   USGS
 CO0402
 CO0402                          STATION DESCRIPTION
 CO0402
 CO0402'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0402'2.5 MI E FROM BUTLER.
 CO0402'2.5 MILES EAST OF THE COURTHOUSE AT BUTLER STANDARD DISK SET IN
 CO0402'CULVERT HEADWALL, STAMPED D 110 1935.  ALONG STATE HIGHWAY 10 AT THE
 CO0402'TOP OF A HILL, AND 300 YARDS EAST OF A LARGE TRESTLE ON THE HIGHWAY.
 CO0402'IN TOP OF NORTH HEADWALL OF CONCRETE CULVERT.
 CO0402
 CO0402                          STATION RECOVERY (1973)
 CO0402
 CO0402'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0402'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1905 ***********************************************************************
 CN1905  DESIGNATION -  D 111
 CN1905  PID         -  CN1905
 CN1905  STATE/COUNTY-  AL/PERRY
 CN1905  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN1905
 CN1905                         *CURRENT SURVEY CONTROL
 CN1905  ___________________________________________________________________
 CN1905* NAD 83(1986)-  32 26 40.     (N)    087 29 41.     (W)     SCALED    
 CN1905* NAVD 88     -        78.117  (meters)     256.29   (feet)  ADJUSTED  
 CN1905  ___________________________________________________________________
 CN1905  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CN1905  DYNAMIC HT  -          78.027 (meters)     255.99  (feet)  COMP
 CN1905  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 CN1905
 CN1905  VERT ORDER  -  FIRST     CLASS I
 CN1905
 CN1905.The horizontal coordinates were scaled from a topographic map and have
 CN1905.an estimated accuracy of +/- 6 seconds.
 CN1905
 CN1905.The orthometric height was determined by differential leveling
 CN1905.and adjusted by the National Geodetic Survey in June 1991..
 CN1905
 CN1905.The geoid height was determined by GEOID03.
 CN1905
 CN1905.The dynamic height is computed by dividing the NAVD 88
 CN1905.geopotential number by the normal gravity value computed on the
 CN1905.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1905.degrees latitude (g = 980.6199 gals.).
 CN1905
 CN1905.The modeled gravity was interpolated from observed gravity values.
 CN1905
 CN1905;                    North         East    Units  Estimated Accuracy
 CN1905;SPC AL W     -   271,010.      600,500.      MT  (+/- 180 meters Scaled)
 CN1905
 CN1905                          SUPERSEDED SURVEY CONTROL
 CN1905
 CN1905  NGVD 29 (??/??/??)   78.100  (m)          256.23   (f) ADJUSTED    1 1
 CN1905
 CN1905.Superseded values are not recommended for survey control.
 CN1905.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1905.See file dsdata.txt to determine how the superseded data were derived.
 CN1905
 CN1905_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA534898(NAD 83)
 CN1905_MARKER: DB = BENCH MARK DISK
 CN1905_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1905_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1905_STAMPING: D 111 1935
 CN1905_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1905+STABILITY: SURFACE MOTION
 CN1905
 CN1905  HISTORY     - Date     Condition        Report By
 CN1905  HISTORY     - 1935     MONUMENTED       CGS
 CN1905  HISTORY     - 1971     GOOD             NGS
 CN1905
 CN1905                          STATION DESCRIPTION
 CN1905
 CN1905'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CN1905'0.8 MI E FROM UNIONTOWN.
 CN1905'ABOUT 0.8 OF A MILE EAST ALONG THE SOUTHERN RAILROAD FROM THE STATION
 CN1905'AT UNIONTOWN, AT THE SMALL COMMUNITY OF ELLAWHITE, 168 FEET EAST OF
 CN1905'THE NORTHEAST CORNER OF A BRICK BUILDING, 160 FEET EAST OF THE
 CN1905'PROJECTED PLANE OF THE BRICK BUILDING, 149 FEET EAST OF THE
 CN1905'APPROXIMATE CENTER OF THE CROSSING OF A PAVED ROAD, 46 FEET NORTHEAST
 CN1905'OF A 30-INCH HACKBERRY TREE, 41 FEET NORTH-NORTHWEST OF A 30-INCH ELM
 CN1905'TREE, 32 FEET SOUTH OF THE SOUTH RAIL OF THE RAILROAD, 14 FEET EAST OF
 CN1905'A RAILROAD MAINTENANCE SIGN, AND 1.0 FOOT EAST OF A METAL WITNESS POST
 CN1905'AND SIGN.  A STANDARD BENCH MARK DISK SET IN THE TOP OF A 12-INCH,
 CN1905'ROUND, CONCRETE MONUMENT THAT PROJECTS 5 INCHES AND THE DISK IS
 CN1905'STAMPED D 111 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2234 ***********************************************************************
 CN2234  DESIGNATION -  D 112
 CN2234  PID         -  CN2234
 CN2234  STATE/COUNTY-  AL/MARENGO
 CN2234  USGS QUAD   -  SURGINER (1978)
 CN2234
 CN2234                         *CURRENT SURVEY CONTROL
 CN2234  ___________________________________________________________________
 CN2234* NAD 83(1986)-  32 04 23.     (N)    087 38 24.     (W)     SCALED    
 CN2234* NAVD 88     -        39.642  (meters)     130.06   (feet)  ADJUSTED  
 CN2234  ___________________________________________________________________
 CN2234  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CN2234  DYNAMIC HT  -          39.596 (meters)     129.91  (feet)  COMP
 CN2234  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 CN2234
 CN2234  VERT ORDER  -  FIRST     CLASS II
 CN2234
 CN2234.The horizontal coordinates were scaled from a topographic map and have
 CN2234.an estimated accuracy of +/- 6 seconds.
 CN2234
 CN2234.The orthometric height was determined by differential leveling
 CN2234.and adjusted by the National Geodetic Survey in June 1991..
 CN2234
 CN2234.The geoid height was determined by GEOID03.
 CN2234
 CN2234.The dynamic height is computed by dividing the NAVD 88
 CN2234.geopotential number by the normal gravity value computed on the
 CN2234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2234.degrees latitude (g = 980.6199 gals.).
 CN2234
 CN2234.The modeled gravity was interpolated from observed gravity values.
 CN2234
 CN2234;                    North         East    Units  Estimated Accuracy
 CN2234;SPC AL W     -   229,830.      586,780.      MT  (+/- 180 meters Scaled)
 CN2234
 CN2234                          SUPERSEDED SURVEY CONTROL
 CN2234
 CN2234  NGVD 29 (??/??/92)   39.607  (m)          129.94   (f) ADJ UNCH    1 2
 CN2234
 CN2234.Superseded values are not recommended for survey control.
 CN2234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2234.See file dsdata.txt to determine how the superseded data were derived.
 CN2234
 CN2234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA395487(NAD 83)
 CN2234_MARKER: DB = BENCH MARK DISK
 CN2234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2234_STAMPING: D 112 1935
 CN2234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2234+STABILITY: SURFACE MOTION
 CN2234
 CN2234  HISTORY     - Date     Condition        Report By
 CN2234  HISTORY     - 1935     MONUMENTED       CGS
 CN2234  HISTORY     - 1951     GOOD             NGS
 CN2234
 CN2234                          STATION DESCRIPTION
 CN2234
 CN2234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CN2234'4.0 MI SE FROM MAGNOLIA.
 CN2234'ABOUT 4.0 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 CN2234'FROM THE STATION AT MAGNOLIA, ABOUT 1.35 MILES SOUTHEAST OF CROSSING
 CN2234'OF STATE HIGHWAY 99, ABOUT 75 YARDS EAST OF THE EAST CORNER OF RAILWAY
 CN2234'BRIDGE NO. 768-1, 68 FEET NORTHEAST OF NORTHEAST RAIL, 37 FEET NORTH
 CN2234'OF MILE POST 768-3, 7 FEET SOUTH OF A LONE 6-INCH PINE TREE WHICH IS
 CN2234'IN R/W FENCE LINE, 3 FEET SOUTHWEST OF THE FENCE LINE, ABOUT 4 FEET
 CN2234'BELOW THE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 CN2234'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0381 ***********************************************************************
 CO0381  DESIGNATION -  D 113
 CO0381  PID         -  CO0381
 CO0381  STATE/COUNTY-  AL/CHOCTAW
 CO0381  USGS QUAD   -  LAND (1974)
 CO0381
 CO0381                         *CURRENT SURVEY CONTROL
 CO0381  ___________________________________________________________________
 CO0381* NAD 83(1986)-  32 06 24.     (N)    088 22 06.     (W)     SCALED    
 CO0381* NAVD 88     -       160.620  (meters)     526.97   (feet)  ADJUSTED  
 CO0381  ___________________________________________________________________
 CO0381  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CO0381  DYNAMIC HT  -         160.432 (meters)     526.35  (feet)  COMP
 CO0381  MODELED GRAV-     979,464.9   (mgal)                       NAVD 88
 CO0381
 CO0381  VERT ORDER  -  SECOND    CLASS 0
 CO0381
 CO0381.The horizontal coordinates were scaled from a topographic map and have
 CO0381.an estimated accuracy of +/- 6 seconds.
 CO0381
 CO0381.The orthometric height was determined by differential leveling
 CO0381.and adjusted by the National Geodetic Survey in June 1991..
 CO0381
 CO0381.The geoid height was determined by GEOID03.
 CO0381
 CO0381.The dynamic height is computed by dividing the NAVD 88
 CO0381.geopotential number by the normal gravity value computed on the
 CO0381.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0381.degrees latitude (g = 980.6199 gals.).
 CO0381
 CO0381.The modeled gravity was interpolated from observed gravity values.
 CO0381
 CO0381;                    North         East    Units  Estimated Accuracy
 CO0381;SPC AL W     -   233,880.      518,050.      MT  (+/- 180 meters Scaled)
 CO0381
 CO0381                          SUPERSEDED SURVEY CONTROL
 CO0381
 CO0381  NGVD 29 (??/??/92)  160.609  (m)          526.93   (f) ADJ UNCH    2 0
 CO0381
 CO0381.Superseded values are not recommended for survey control.
 CO0381.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0381.See file dsdata.txt to determine how the superseded data were derived.
 CO0381
 CO0381_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA708530(NAD 83)
 CO0381_MARKER: DB = BENCH MARK DISK
 CO0381_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0381_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0381_STAMPING: D 113 1935
 CO0381_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0381+STABILITY: SURFACE MOTION
 CO0381
 CO0381  HISTORY     - Date     Condition        Report By
 CO0381  HISTORY     - 1935     MONUMENTED       CGS
 CO0381  HISTORY     - 1973     MARK NOT FOUND   USGS
 CO0381
 CO0381                          STATION DESCRIPTION
 CO0381
 CO0381'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0381'3.1 MI SW FROM RIDERWOOD.
 CO0381'3.1 MILES SOUTHWEST OF STATION AT RIDERWOOD STANDARD DISK, STAMPED D
 CO0381'113 1935 AND SET IN A CONCRETE POST.  ALONG A MOUNTAIN ROAD AT THE TOP
 CO0381'OF A STEEP HILL.  30 FEET WEST OF THE CENTER LINE OF THE ROAD, AND 3
 CO0381'FEET EAST OF PROPERTY LINE FENCE.  100 FEET WEST OF A BRUSH FENCE, AND
 CO0381'400 YARDS NORTH OF A HOUSE.
 CO0381
 CO0381                          STATION RECOVERY (1973)
 CO0381
 CO0381'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0381'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0001 ***********************************************************************
 BV0001  DESIGNATION -  D 114
 BV0001  PID         -  BV0001
 BV0001  STATE/COUNTY-  AL/CHOCTAW
 BV0001  USGS QUAD   -  TOXEY (1986)
 BV0001
 BV0001                         *CURRENT SURVEY CONTROL
 BV0001  ___________________________________________________________________
 BV0001* NAD 83(1986)-  31 59 16.     (N)    088 19 55.     (W)     SCALED    
 BV0001* NAVD 88     -        46.622  (meters)     152.96   (feet)  ADJUSTED  
 BV0001  ___________________________________________________________________
 BV0001  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BV0001  DYNAMIC HT  -          46.568 (meters)     152.78  (feet)  COMP
 BV0001  MODELED GRAV-     979,476.1   (mgal)                       NAVD 88
 BV0001
 BV0001  VERT ORDER  -  SECOND    CLASS 0
 BV0001
 BV0001.The horizontal coordinates were scaled from a topographic map and have
 BV0001.an estimated accuracy of +/- 6 seconds.
 BV0001
 BV0001.The orthometric height was determined by differential leveling
 BV0001.and adjusted by the National Geodetic Survey in June 1991..
 BV0001
 BV0001.The geoid height was determined by GEOID03.
 BV0001
 BV0001.The dynamic height is computed by dividing the NAVD 88
 BV0001.geopotential number by the normal gravity value computed on the
 BV0001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0001.degrees latitude (g = 980.6199 gals.).
 BV0001
 BV0001.The modeled gravity was interpolated from observed gravity values.
 BV0001
 BV0001;                    North         East    Units  Estimated Accuracy
 BV0001;SPC AL W     -   220,670.      521,380.      MT  (+/- 180 meters Scaled)
 BV0001
 BV0001                          SUPERSEDED SURVEY CONTROL
 BV0001
 BV0001  NGVD 29 (??/??/92)   46.60   (m)          152.9    (f) COMPUTED    2 0
 BV0001
 BV0001.Superseded values are not recommended for survey control.
 BV0001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0001.See file dsdata.txt to determine how the superseded data were derived.
 BV0001
 BV0001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA741398(NAD 83)
 BV0001_MARKER: DB = BENCH MARK DISK
 BV0001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0001+STABILITY: SURFACE MOTION
 BV0001
 BV0001  HISTORY     - Date     Condition        Report By
 BV0001  HISTORY     - UNK      MONUMENTED       CGS
 BV0001  HISTORY     - 1940     GOOD             NGS
 BV0001  HISTORY     - 1949     MARK NOT FOUND   NGS
 BV0001
 BV0001                          STATION DESCRIPTION
 BV0001
 BV0001'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BV0001'IN BOGUELOOSA.
 BV0001'AT BOGUELOOSA, CHOCTAW COUNTY, 40 FEET SOUTH OF THE ALABAMA, TENNESSEE
 BV0001'AND NORTHERN RAILROAD STATION, AT A ROAD CROSSING, ALONG THE A. T. AND
 BV0001'N. RAILROAD AND AT A CROSSING.  30 FEET EAST OF THE CENTER LINE OF THE
 BV0001'TRACKS, AND 40 FEET SOUTH OF THE STATION AT BOGUELOOSA. STANDARD DISK
 BV0001'IN CONCRETE POST.
 BV0001
 BV0001                          STATION RECOVERY (1949)
 BV0001
 BV0001'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 BV0001'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0198 ***********************************************************************
 BV0198  DESIGNATION -  D 115
 BV0198  PID         -  BV0198
 BV0198  STATE/COUNTY-  AL/WASHINGTON
 BV0198  USGS QUAD   -  STATE LINE (1981)
 BV0198
 BV0198                         *CURRENT SURVEY CONTROL
 BV0198  ___________________________________________________________________
 BV0198* NAD 83(1986)-  31 24 21.     (N)    088 26 08.     (W)     SCALED    
 BV0198* NAVD 88     -        65.574  (meters)     215.14   (feet)  POSTED    
 BV0198  ___________________________________________________________________
 BV0198  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BV0198  DYNAMIC HT  -          65.490 (meters)     214.86  (feet)  COMP
 BV0198  MODELED GRAV-     979,421.4   (mgal)                       NAVD 88
 BV0198
 BV0198  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0198
 BV0198.The horizontal coordinates were scaled from a topographic map and have
 BV0198.an estimated accuracy of +/- 6 seconds.
 BV0198
 BV0198.The orthometric height was determined by differential leveling
 BV0198.and adjusted by the National Geodetic Survey in 1992..
 BV0198.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0198.rate of 0.0 thru 1.0 mm/km.
 BV0198
 BV0198.The geoid height was determined by GEOID03.
 BV0198
 BV0198.The dynamic height is computed by dividing the NAVD 88
 BV0198.geopotential number by the normal gravity value computed on the
 BV0198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0198.degrees latitude (g = 980.6199 gals.).
 BV0198
 BV0198.The modeled gravity was interpolated from observed gravity values.
 BV0198
 BV0198;                    North         East    Units  Estimated Accuracy
 BV0198;SPC AL W     -   156,230.      511,040.      MT  (+/- 180 meters Scaled)
 BV0198
 BV0198                          SUPERSEDED SURVEY CONTROL
 BV0198
 BV0198  NGVD 29 (??/??/92)   65.569  (m)          215.12   (f) ADJ UNCH    2 0
 BV0198
 BV0198.Superseded values are not recommended for survey control.
 BV0198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0198.See file dsdata.txt to determine how the superseded data were derived.
 BV0198
 BV0198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV635754(NAD 83)
 BV0198_MARKER: DB = BENCH MARK DISK
 BV0198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0198_STAMPING: D 115 1935
 BV0198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0198+STABILITY: SURFACE MOTION
 BV0198
 BV0198  HISTORY     - Date     Condition        Report By
 BV0198  HISTORY     - 1935     MONUMENTED       CGS
 BV0198  HISTORY     - 1980     MARK NOT FOUND   NGS
 BV0198
 BV0198                          STATION DESCRIPTION
 BV0198
 BV0198'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BV0198'IN YELLOW PINE.
 BV0198'AT YELLOW PINE, WASHINGTON COUNTY, ON THE GULF, MOBILE AND OHIO
 BV0198'RAILROAD, 18 FEET SOUTHEAST OF THE SOUTEAST END OF THE STATION, AT A
 BV0198'ROAD CROSSING, 40 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 18
 BV0198'FEET NORTHEAST OF THE CENTERLINE OF THE TRACK, AND 2 FEET EAST OF A
 BV0198'POLE, AND SET IN THE TOP OF A CONCRETE POST.
 BV0198
 BV0198                          STATION RECOVERY (1980)
 BV0198
 BV0198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 BV0198'MARK WAS NOT RECOVERED, AREA HAS BEEN GRADED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2515 ***********************************************************************
 BG2515  DESIGNATION -  D 115
 BG2515  PID         -  BG2515
 BG2515  STATE/COUNTY-  AL/BALDWIN
 BG2515  USGS QUAD   -  ROBERTSDALE (1985)
 BG2515
 BG2515                         *CURRENT SURVEY CONTROL
 BG2515  ___________________________________________________________________
 BG2515* NAD 83(1986)-  30 33 49.     (N)    087 42 09.     (W)     SCALED    
 BG2515* NAVD 88     -        43.288  (meters)     142.02   (feet)  ADJUSTED  
 BG2515  ___________________________________________________________________
 BG2515  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BG2515  DYNAMIC HT  -          43.231 (meters)     141.83  (feet)  COMP
 BG2515  MODELED GRAV-     979,338.2   (mgal)                       NAVD 88
 BG2515
 BG2515  VERT ORDER  -  SECOND    CLASS 0
 BG2515
 BG2515.The horizontal coordinates were scaled from a topographic map and have
 BG2515.an estimated accuracy of +/- 6 seconds.
 BG2515
 BG2515.The orthometric height was determined by differential leveling
 BG2515.and adjusted by the National Geodetic Survey in June 1991..
 BG2515
 BG2515.The geoid height was determined by GEOID03.
 BG2515
 BG2515.The dynamic height is computed by dividing the NAVD 88
 BG2515.geopotential number by the normal gravity value computed on the
 BG2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2515.degrees latitude (g = 980.6199 gals.).
 BG2515
 BG2515.The modeled gravity was interpolated from observed gravity values.
 BG2515
 BG2515;                    North         East    Units  Estimated Accuracy
 BG2515;SPC AL W     -    62,490.      580,570.      MT  (+/- 180 meters Scaled)
 BG2515
 BG2515                          SUPERSEDED SURVEY CONTROL
 BG2515
 BG2515  NGVD 29 (??/??/92)   43.23   (m)          141.8    (f) COMPUTED    2 0
 BG2515
 BG2515.Superseded values are not recommended for survey control.
 BG2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2515.See file dsdata.txt to determine how the superseded data were derived.
 BG2515
 BG2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU326814(NAD 83)
 BG2515_MARKER: DB = BENCH MARK DISK
 BG2515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2515_STAMPING: D-115 1935
 BG2515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2515+STABILITY: SURFACE MOTION
 BG2515
 BG2515  HISTORY     - Date     Condition        Report By
 BG2515  HISTORY     - 1935     MONUMENTED       CGS
 BG2515  HISTORY     - 1968     MARK NOT FOUND   NGS
 BG2515
 BG2515                          STATION DESCRIPTION
 BG2515
 BG2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BG2515'14.4 MI S FROM STAPLETON.
 BG2515'14.4 MILES SOUTH OF L AND N STATION AT STAPLETON ALONG U.S.
 BG2515'HIGHWAY 90 AT THE BOTTOM OF A SMALL DITCH.  4 FEET NORTH OF
 BG2515'PROPERTY LINE, 55 FEET SOUTH OF CENTER LINE OF THE HIGHWAY, AND
 BG2515'BETWEEN A TEXACO FILLING STATION AND A BRICK HOUSE.
 BG2515
 BG2515                          STATION RECOVERY (1968)
 BG2515
 BG2515'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BG2515'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1481 ***********************************************************************
 BU1481  DESIGNATION -  D 116
 BU1481  PID         -  BU1481
 BU1481  STATE/COUNTY-  AL/BALDWIN
 BU1481  USGS QUAD   -  TENSAW (1983)
 BU1481
 BU1481                         *CURRENT SURVEY CONTROL
 BU1481  ___________________________________________________________________
 BU1481* NAD 83(1986)-  31 11 19.     (N)    087 45 26.     (W)     SCALED    
 BU1481* NAVD 88     -        52.223  (meters)     171.34   (feet)  ADJUSTED  
 BU1481  ___________________________________________________________________
 BU1481  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 BU1481  DYNAMIC HT  -          52.157 (meters)     171.12  (feet)  COMP
 BU1481  MODELED GRAV-     979,378.8   (mgal)                       NAVD 88
 BU1481
 BU1481  VERT ORDER  -  SECOND    CLASS 0
 BU1481
 BU1481.The horizontal coordinates were scaled from a topographic map and have
 BU1481.an estimated accuracy of +/- 6 seconds.
 BU1481
 BU1481.The orthometric height was determined by differential leveling
 BU1481.and adjusted by the National Geodetic Survey in June 1991..
 BU1481
 BU1481.The geoid height was determined by GEOID03.
 BU1481
 BU1481.The dynamic height is computed by dividing the NAVD 88
 BU1481.geopotential number by the normal gravity value computed on the
 BU1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1481.degrees latitude (g = 980.6199 gals.).
 BU1481
 BU1481.The modeled gravity was interpolated from observed gravity values.
 BU1481
 BU1481;                    North         East    Units  Estimated Accuracy
 BU1481;SPC AL W     -   131,790.      575,480.      MT  (+/- 180 meters Scaled)
 BU1481
 BU1481                          SUPERSEDED SURVEY CONTROL
 BU1481
 BU1481  NGVD 29 (??/??/92)   52.192  (m)          171.23   (f) ADJ UNCH    2 0
 BU1481
 BU1481.Superseded values are not recommended for survey control.
 BU1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1481.See file dsdata.txt to determine how the superseded data were derived.
 BU1481
 BU1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV278507(NAD 83)
 BU1481_MARKER: DB = BENCH MARK DISK
 BU1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1481_STAMPING: D 116 1935
 BU1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1481+STABILITY: SURFACE MOTION
 BU1481
 BU1481  HISTORY     - Date     Condition        Report By
 BU1481  HISTORY     - 1935     MONUMENTED       CGS
 BU1481  HISTORY     - 1955     GOOD             NGS
 BU1481
 BU1481                          STATION DESCRIPTION
 BU1481
 BU1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1481'14.15 MI N FROM STOCKTON.
 BU1481'14.15 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE SCHOOL AT STOCKTON,
 BU1481'0.7 MILE NORTHEAST OF THE BRIDGE OVER HOLLY CREEK, 29 FEET
 BU1481'NORTH-NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 12 FEET EAST OF THE
 BU1481'CENTER LINE OF A DRIVE TO FORT MIMS FIRE TOWER, 131 FEET SOUTH OF THE
 BU1481'SOUTHEAST LEG OF THE TOWER, 31 FEET EAST AND ACROSS THE DRIVE FROM A
 BU1481'36-INCH OAK, ABOUT 1/2 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IN THE
 BU1481'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0187 ***********************************************************************
 BV0187  DESIGNATION -  D 118
 BV0187  PID         -  BV0187
 BV0187  STATE/COUNTY-  AL/WASHINGTON
 BV0187  USGS QUAD   -  WAGARVILLE (1982)
 BV0187
 BV0187                         *CURRENT SURVEY CONTROL
 BV0187  ___________________________________________________________________
 BV0187* NAD 83(1986)-  31 27 09.     (N)    088 05 49.     (W)     SCALED    
 BV0187* NAVD 88     -        30.666  (meters)     100.61   (feet)  ADJUSTED  
 BV0187  ___________________________________________________________________
 BV0187  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BV0187  DYNAMIC HT  -          30.629 (meters)     100.49  (feet)  COMP
 BV0187  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 BV0187
 BV0187  VERT ORDER  -  SECOND    CLASS 0
 BV0187
 BV0187.The horizontal coordinates were scaled from a topographic map and have
 BV0187.an estimated accuracy of +/- 6 seconds.
 BV0187
 BV0187.The orthometric height was determined by differential leveling
 BV0187.and adjusted by the National Geodetic Survey in June 1991..
 BV0187
 BV0187.The geoid height was determined by GEOID03.
 BV0187
 BV0187.The dynamic height is computed by dividing the NAVD 88
 BV0187.geopotential number by the normal gravity value computed on the
 BV0187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0187.degrees latitude (g = 980.6199 gals.).
 BV0187
 BV0187.The modeled gravity was interpolated from observed gravity values.
 BV0187
 BV0187;                    North         East    Units  Estimated Accuracy
 BV0187;SPC AL W     -   161,180.      543,260.      MT  (+/- 180 meters Scaled)
 BV0187
 BV0187                          SUPERSEDED SURVEY CONTROL
 BV0187
 BV0187  NGVD 29 (??/??/92)   30.64   (m)          100.5    (f) COMPUTED    2 0
 BV0187
 BV0187.Superseded values are not recommended for survey control.
 BV0187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0187.See file dsdata.txt to determine how the superseded data were derived.
 BV0187
 BV0187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV957802(NAD 83)
 BV0187_MARKER: DB = BENCH MARK DISK
 BV0187_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0187_SP_SET: CULVERT
 BV0187_STAMPING: D-118 1935
 BV0187_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0187
 BV0187  HISTORY     - Date     Condition        Report By
 BV0187  HISTORY     - 1935     MONUMENTED       CGS
 BV0187  HISTORY     - 1976     MARK NOT FOUND   USGS
 BV0187
 BV0187                          STATION DESCRIPTION
 BV0187
 BV0187'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BV0187'6.5 MI W FROM WAGAR.
 BV0187'ALONG STATE HIGHWAY 29 IN SOUTH HEADWALL TO CONCRETE CULVERT AT THE
 BV0187'FOOT OF A HILL.  ABOUT 4 MILES WEST OF THE JUNCTION OF STATE HIGHWAYS
 BV0187'5 AND 29.
 BV0187
 BV0187                          STATION RECOVERY (1976)
 BV0187
 BV0187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BV0187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0154 ***********************************************************************
 BV0154  DESIGNATION -  D 119
 BV0154  PID         -  BV0154
 BV0154  STATE/COUNTY-  AL/WASHINGTON
 BV0154  USGS QUAD   -  DEER PARK (1982)
 BV0154
 BV0154                         *CURRENT SURVEY CONTROL
 BV0154  ___________________________________________________________________
 BV0154* NAD 83(1986)-  31 12 26.     (N)    088 18 33.     (W)     SCALED    
 BV0154* NAVD 88     -        44.517  (meters)     146.05   (feet)  POSTED    
 BV0154  ___________________________________________________________________
 BV0154  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BV0154  DYNAMIC HT  -          44.460 (meters)     145.87  (feet)  COMP
 BV0154  MODELED GRAV-     979,390.7   (mgal)                       NAVD 88
 BV0154
 BV0154  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0154
 BV0154.The horizontal coordinates were scaled from a topographic map and have
 BV0154.an estimated accuracy of +/- 6 seconds.
 BV0154
 BV0154.The orthometric height was determined by differential leveling
 BV0154.and adjusted by the National Geodetic Survey in 1992..
 BV0154.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0154.rate of 0.0 thru 1.0 mm/km.
 BV0154
 BV0154.The geoid height was determined by GEOID03.
 BV0154
 BV0154.The dynamic height is computed by dividing the NAVD 88
 BV0154.geopotential number by the normal gravity value computed on the
 BV0154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0154.degrees latitude (g = 980.6199 gals.).
 BV0154
 BV0154.The modeled gravity was interpolated from observed gravity values.
 BV0154
 BV0154;                    North         East    Units  Estimated Accuracy
 BV0154;SPC AL W     -   134,110.      522,890.      MT  (+/- 180 meters Scaled)
 BV0154
 BV0154                          SUPERSEDED SURVEY CONTROL
 BV0154
 BV0154.No superseded survey control is available for this station.
 BV0154
 BV0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV752533(NAD 83)
 BV0154_MARKER: DB = BENCH MARK DISK
 BV0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0154_STAMPING: D-119 1940
 BV0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0154+STABILITY: SURFACE MOTION
 BV0154
 BV0154  HISTORY     - Date     Condition        Report By
 BV0154  HISTORY     - 1940     MONUMENTED       CGS
 BV0154
 BV0154                          STATION DESCRIPTION
 BV0154
 BV0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BV0154'1 MI SE FROM DEER PARK.
 BV0154'1 MILE SOUTH-EAST ALONG THE MOBILE AND OHIO RAILROAD FROM THE STATION
 BV0154'AT DEER PARK, 52 FEET SOUTH-EAST OF STATION ONE MILE SIGN, 47.5 FEET
 BV0154'NORTHEAST OF THE CENTER-LINE OF THE TRACKS, 3.9 FEET NORTH-WEST OF THE
 BV0154'CORNER FENCE POST IN THE NORTH-WEST CORNER OF THE FRONT YARD OF
 BV0154'PROPERTY BELONGING TO KIRT WOODS, 1.5 FOOT SOUTH OF A WHITE MARKER
 BV0154'POST STENCILED U.S.B.M.  A STANDARD DISK STAMPED D-119 1940 AND SET IN
 BV0154'THE TOP OF A CONCRETE POST 0.1 FOOT HIGH.  MARK POURED IN FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0896 ***********************************************************************
 EE0896  DESIGNATION -  D 12
 EE0896  PID         -  EE0896
 EE0896  STATE/COUNTY-  AL/JACKSON
 EE0896  USGS QUAD   -  STEVENSON (1983)
 EE0896
 EE0896                         *CURRENT SURVEY CONTROL
 EE0896  ___________________________________________________________________
 EE0896* NAD 83(1986)-  34 51 59.     (N)    085 50 40.     (W)     SCALED    
 EE0896* NAVD 88     -       185.725  (meters)     609.33   (feet)  ADJUSTED  
 EE0896  ___________________________________________________________________
 EE0896  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE0896  DYNAMIC HT  -         185.544 (meters)     608.74  (feet)  COMP
 EE0896  MODELED GRAV-     979,653.4   (mgal)                       NAVD 88
 EE0896
 EE0896  VERT ORDER  -  FIRST     CLASS II
 EE0896
 EE0896.The horizontal coordinates were scaled from a topographic map and have
 EE0896.an estimated accuracy of +/- 6 seconds.
 EE0896
 EE0896.The orthometric height was determined by differential leveling
 EE0896.and adjusted by the National Geodetic Survey in June 1991..
 EE0896.WARNING-Repeat measurements at this control monument indicate possible
 EE0896.vertical movement.
 EE0896
 EE0896.The geoid height was determined by GEOID03.
 EE0896
 EE0896.The dynamic height is computed by dividing the NAVD 88
 EE0896.geopotential number by the normal gravity value computed on the
 EE0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0896.degrees latitude (g = 980.6199 gals.).
 EE0896
 EE0896.The modeled gravity was interpolated from observed gravity values.
 EE0896
 EE0896;                    North         East    Units  Estimated Accuracy
 EE0896;SPC AL E     -   484,210.      198,980.      MT  (+/- 180 meters Scaled)
 EE0896
 EE0896                          SUPERSEDED SURVEY CONTROL
 EE0896
 EE0896  NGVD 29 (??/??/92)  185.710  (m)          609.28   (f) ADJ UNCH    1 2
 EE0896
 EE0896.Superseded values are not recommended for survey control.
 EE0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0896.See file dsdata.txt to determine how the superseded data were derived.
 EE0896
 EE0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD056588(NAD 83)
 EE0896_MARKER: DB = BENCH MARK DISK
 EE0896_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0896_SP_SET: CULVERT
 EE0896_STAMPING: D 12 1930 609.559
 EE0896_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0896
 EE0896  HISTORY     - Date     Condition        Report By
 EE0896  HISTORY     - 1930     MONUMENTED       CGS
 EE0896  HISTORY     - 1964     GOOD             NGS
 EE0896  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0896
 EE0896                          STATION DESCRIPTION
 EE0896
 EE0896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EE0896'0.4 MI W FROM STEVENSON.
 EE0896'ABOUT 0.45 MILE WEST-NORTHWESTERLY ALONG LOUISVILLE AND NASHVILLE
 EE0896'RAILROAD AND THE MAIN E-W STREET FROM THE MAIN CROSSING IN TOWN OR
 EE0896'0.3 MILE ALONG SAME FROM THE RAILROAD STATION, ABOUT 60 YARDS
 EE0896'ESE OF THE W END OF A SIDETRACK, 29 FEET N OF N RAIL OF MAIN LINE,
 EE0896'ABOUT 12 FEET LOWER THAN TOP OF SAME, 1.0 FEET E OF W END OF N
 EE0896'HEADWALL OF 4-FOOT CONCRETE BOX CULVERT UNDER THE RAILROAD, AND
 EE0896'0.8 FOOT S OF N FACE OF THE HEADWALL.
 EE0896
 EE0896                          STATION RECOVERY (1983)
 EE0896
 EE0896'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0896'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0007 ***********************************************************************
 BH0007  DESIGNATION -  D 120
 BH0007  PID         -  BH0007
 BH0007  STATE/COUNTY-  AL/MOBILE
 BH0007  USGS QUAD   -  CHUNCHULA (1985)
 BH0007
 BH0007                         *CURRENT SURVEY CONTROL
 BH0007  ___________________________________________________________________
 BH0007* NAD 83(1986)-  30 55 37.     (N)    088 11 46.     (W)     SCALED    
 BH0007* NAVD 88     -        24.025  (meters)      78.82   (feet)  POSTED    
 BH0007  ___________________________________________________________________
 BH0007  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0007  DYNAMIC HT  -          23.990 (meters)      78.71  (feet)  COMP
 BH0007  MODELED GRAV-     979,360.3   (mgal)                       NAVD 88
 BH0007
 BH0007  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0007
 BH0007.The horizontal coordinates were scaled from a topographic map and have
 BH0007.an estimated accuracy of +/- 6 seconds.
 BH0007
 BH0007.The orthometric height was determined by differential leveling
 BH0007.and adjusted by the National Geodetic Survey in 1992..
 BH0007.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0007.rate of 0.0 thru 1.0 mm/km.
 BH0007
 BH0007.The geoid height was determined by GEOID03.
 BH0007
 BH0007.The dynamic height is computed by dividing the NAVD 88
 BH0007.geopotential number by the normal gravity value computed on the
 BH0007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0007.degrees latitude (g = 980.6199 gals.).
 BH0007
 BH0007.The modeled gravity was interpolated from observed gravity values.
 BH0007
 BH0007;                    North         East    Units  Estimated Accuracy
 BH0007;SPC AL W     -   102,960.      533,470.      MT  (+/- 180 meters Scaled)
 BH0007
 BH0007                          SUPERSEDED SURVEY CONTROL
 BH0007
 BH0007  NGVD 29 (??/??/??)   24.057  (m)           78.93   (f) ADJUSTED    1 2
 BH0007
 BH0007.Superseded values are not recommended for survey control.
 BH0007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0007.See file dsdata.txt to determine how the superseded data were derived.
 BH0007
 BH0007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV857221(NAD 83)
 BH0007_MARKER: DB = BENCH MARK DISK
 BH0007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0007_STAMPING: D-120 1940
 BH0007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0007+STABILITY: SURFACE MOTION
 BH0007
 BH0007  HISTORY     - Date     Condition        Report By
 BH0007  HISTORY     - 1940     MONUMENTED       CGS
 BH0007  HISTORY     - 1977     MARK NOT FOUND   USGS
 BH0007
 BH0007                          STATION DESCRIPTION
 BH0007
 BH0007'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BH0007'0.4 MI NW FROM CHUNCHULA.
 BH0007'0.4 MILES NORTH-WEST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH0007'STATION AT CHUNCHULA, 8 POLES SOUTH-EAST OF MILE-POST NO. 19, 40 FEET
 BH0007'SOUTH-WEST OF THE CENTER-LINE OF THE TRACK, 28.2 FEET WEST OF A
 BH0007'TELEGRAPH POLE, 40.8 FEET NORTH OF NORTH-EAST CORNER FENCE POST, 1
 BH0007'FOOT NORTH-EAST OF A WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD
 BH0007'DISK STAMPED D-120 1940 AND SET IN THE TOP OF A CONCRETE POST 0.3 FOOT
 BH0007'HIGH.  MARK POURED IN THE FIELD.
 BH0007
 BH0007                          STATION RECOVERY (1977)
 BH0007
 BH0007'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BH0007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0490 ***********************************************************************
 BU0490  DESIGNATION -  D 121
 BU0490  PID         -  BU0490
 BU0490  STATE/COUNTY-  AL/LOWNDES
 BU0490  USGS QUAD   -  FORT DEPOSIT (1986)
 BU0490
 BU0490                         *CURRENT SURVEY CONTROL
 BU0490  ___________________________________________________________________
 BU0490* NAD 83(1986)-  31 56 48.     (N)    086 35 51.     (W)     SCALED    
 BU0490* NAVD 88     -       146.816  (meters)     481.68   (feet)  ADJUSTED  
 BU0490  ___________________________________________________________________
 BU0490  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BU0490  DYNAMIC HT  -         146.639 (meters)     481.10  (feet)  COMP
 BU0490  MODELED GRAV-     979,432.2   (mgal)                       NAVD 88
 BU0490
 BU0490  VERT ORDER  -  SECOND    CLASS 0
 BU0490
 BU0490.The horizontal coordinates were scaled from a topographic map and have
 BU0490.an estimated accuracy of +/- 6 seconds.
 BU0490
 BU0490.The orthometric height was determined by differential leveling
 BU0490.and adjusted by the National Geodetic Survey in June 1991..
 BU0490
 BU0490.The geoid height was determined by GEOID03.
 BU0490
 BU0490.The dynamic height is computed by dividing the NAVD 88
 BU0490.geopotential number by the normal gravity value computed on the
 BU0490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0490.degrees latitude (g = 980.6199 gals.).
 BU0490
 BU0490.The modeled gravity was interpolated from observed gravity values.
 BU0490
 BU0490;                    North         East    Units  Estimated Accuracy
 BU0490;SPC AL W     -   216,170.      685,330.      MT  (+/- 180 meters Scaled)
 BU0490
 BU0490                          SUPERSEDED SURVEY CONTROL
 BU0490
 BU0490  NGVD 29 (??/??/92)  146.778  (m)          481.55   (f) ADJ UNCH    2 0
 BU0490
 BU0490.Superseded values are not recommended for survey control.
 BU0490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0490.See file dsdata.txt to determine how the superseded data were derived.
 BU0490
 BU0490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA380345(NAD 83)
 BU0490_MARKER: DB = BENCH MARK DISK
 BU0490_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0490_SP_SET: PIER
 BU0490_STAMPING: D 121 1940
 BU0490_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0490
 BU0490  HISTORY     - Date     Condition        Report By
 BU0490  HISTORY     - 1940     MONUMENTED       CGS
 BU0490
 BU0490                          STATION DESCRIPTION
 BU0490
 BU0490'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BU0490'3.0 MI SW FROM FORT DEPOSIT.
 BU0490'IN BUTLER COUNTY, 3.0 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 BU0490'NASHVILLE RAILROAD FROM THE STATION AT FORT DEPOSIT, LOWNDES COUNTY,
 BU0490'0.4 MILE SOUTH OF MILEPOST 523, AT A HIGHWAY OVERPASS, IN THE TOP OF
 BU0490'THE CONCRETE BASE OF THE CENTER PIER, 1.8 FEET NORTH OF THE SOUTH
 BU0490'EDGE, 14 FEET WEST OF THE WEST RAIL, AND 1.6 FEET LOWER THAN THE RAIL.
 BU0490'A STANDARD DISK, STAMPED D 121 1940.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0809 ***********************************************************************
 BT0809  DESIGNATION -  D 122
 BT0809  PID         -  BT0809
 BT0809  STATE/COUNTY-  AL/HOUSTON
 BT0809  USGS QUAD   -  DOTHAN WEST (1981)
 BT0809
 BT0809                         *CURRENT SURVEY CONTROL
 BT0809  ___________________________________________________________________
 BT0809* NAD 83(1986)-  31 09 24.     (N)    085 28 25.     (W)     SCALED    
 BT0809* NAVD 88     -        97.248  (meters)     319.05   (feet)  ADJUSTED  
 BT0809  ___________________________________________________________________
 BT0809  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BT0809  DYNAMIC HT  -          97.126 (meters)     318.65  (feet)  COMP
 BT0809  MODELED GRAV-     979,384.2   (mgal)                       NAVD 88
 BT0809
 BT0809  VERT ORDER  -  SECOND    CLASS 0
 BT0809
 BT0809.The horizontal coordinates were scaled from a topographic map and have
 BT0809.an estimated accuracy of +/- 6 seconds.
 BT0809
 BT0809.The orthometric height was determined by differential leveling
 BT0809.and adjusted by the National Geodetic Survey in June 1991..
 BT0809
 BT0809.The geoid height was determined by GEOID03.
 BT0809
 BT0809.The dynamic height is computed by dividing the NAVD 88
 BT0809.geopotential number by the normal gravity value computed on the
 BT0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0809.degrees latitude (g = 980.6199 gals.).
 BT0809
 BT0809.The modeled gravity was interpolated from observed gravity values.
 BT0809
 BT0809;                    North         East    Units  Estimated Accuracy
 BT0809;SPC AL E     -    72,860.      234,300.      MT  (+/- 180 meters Scaled)
 BT0809
 BT0809                          SUPERSEDED SURVEY CONTROL
 BT0809
 BT0809  NGVD 29 (??/??/92)   97.340  (m)          319.36   (f) ADJ UNCH    2 0
 BT0809
 BT0809.Superseded values are not recommended for survey control.
 BT0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0809.See file dsdata.txt to determine how the superseded data were derived.
 BT0809
 BT0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV454479(NAD 83)
 BT0809_MARKER: DB = BENCH MARK DISK
 BT0809_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0809_SP_SET: CULVERT
 BT0809_STAMPING: D 122 1940
 BT0809_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0809
 BT0809  HISTORY     - Date     Condition        Report By
 BT0809  HISTORY     - 1940     MONUMENTED       CGS
 BT0809  HISTORY     - 1955     GOOD             NGS
 BT0809
 BT0809                          STATION DESCRIPTION
 BT0809
 BT0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BT0809'3.2 MI NE FROM MALVERN.
 BT0809'ABOUT 3.2 MILES NORTHEAST ALONG THE HARTFORD AND SLOCOMB RAILROAD
 BT0809'FROM THE WEST ONE OF TWO BLACK TOP ROAD CROSSINGS AT MALVERN,
 BT0809'ABOUT 7 TELEPHONE POLES NORTHEAST OF A ROAD CROSSING, ABOUT
 BT0809'0.2 MILE NORTHEAST OF MILE POST S 387, AT AN 18-INCH CONCRETE
 BT0809'PIPE CULVERT UNDER TRACK, IN THE TOP OF NORTHWEST END OF PIPE
 BT0809'CULVERT (NO HEADWALLS), 15 FEET NORTHWEST OF NORTHWEST RAIL, 0.6
 BT0809'FOOT SOUTHEAST OF NORTHWEST END AND ABOUT 4 FEET BELOW LEVEL
 BT0809'OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0044 ***********************************************************************
 BV0044  DESIGNATION -  D 124
 BV0044  PID         -  BV0044
 BV0044  STATE/COUNTY-  AL/CHOCTAW
 BV0044  USGS QUAD   -  SILAS (1986)
 BV0044
 BV0044                         *CURRENT SURVEY CONTROL
 BV0044  ___________________________________________________________________
 BV0044* NAD 83(1986)-  31 46 48.     (N)    088 22 13.     (W)     SCALED    
 BV0044* NAVD 88     -        89.897  (meters)     294.94   (feet)  POSTED    
 BV0044  ___________________________________________________________________
 BV0044  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 BV0044  DYNAMIC HT  -          89.790 (meters)     294.59  (feet)  COMP
 BV0044  MODELED GRAV-     979,451.0   (mgal)                       NAVD 88
 BV0044
 BV0044  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0044
 BV0044.The horizontal coordinates were scaled from a topographic map and have
 BV0044.an estimated accuracy of +/- 6 seconds.
 BV0044
 BV0044.The orthometric height was determined by differential leveling
 BV0044.and adjusted by the National Geodetic Survey in 1992..
 BV0044.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0044.rate of 0.0 thru 1.0 mm/km.
 BV0044
 BV0044.The geoid height was determined by GEOID03.
 BV0044
 BV0044.The dynamic height is computed by dividing the NAVD 88
 BV0044.geopotential number by the normal gravity value computed on the
 BV0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0044.degrees latitude (g = 980.6199 gals.).
 BV0044
 BV0044.The modeled gravity was interpolated from observed gravity values.
 BV0044
 BV0044;                    North         East    Units  Estimated Accuracy
 BV0044;SPC AL W     -   197,660.      517,570.      MT  (+/- 180 meters Scaled)
 BV0044
 BV0044                          SUPERSEDED SURVEY CONTROL
 BV0044
 BV0044  NGVD 29 (??/??/92)   89.896  (m)          294.93   (f) ADJ UNCH    2 0
 BV0044
 BV0044.Superseded values are not recommended for survey control.
 BV0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0044.See file dsdata.txt to determine how the superseded data were derived.
 BV0044
 BV0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA702168(NAD 83)
 BV0044_MARKER: DB = BENCH MARK DISK
 BV0044_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0044_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0044_STAMPING: D-124 1943
 BV0044_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0044+STABILITY: SURFACE MOTION
 BV0044
 BV0044  HISTORY     - Date     Condition        Report By
 BV0044  HISTORY     - 1943     MONUMENTED       CGS
 BV0044  HISTORY     - 1974     MARK NOT FOUND   USGS
 BV0044
 BV0044                          STATION DESCRIPTION
 BV0044
 BV0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0044'3.4 MI NW FROM BOLINGER.
 BV0044'3.4 MILES NORTHWEST ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE
 BV0044'AT BOLINGER, SET AT A PRIVATE ROAD LEADING NORTHWEST TO A FARM HOUSE,
 BV0044'48 FEET NORTH OF THE CENTER-LINE OF THE MAIN ROAD, 14 FEET NORTHEAST
 BV0044'OF THE CENTER-LINE OF THE PRIVATE ROAD, 14.9 FEET EAST OF THE EAST
 BV0044'GATE POST, 4.6 FEET SOUTH OF THE FENCE LINE, 1 FOOT SOUTH OF REFERENCE
 BV0044'POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 BV0044'0.2 FOOT ABOVE THE GROUND.
 BV0044
 BV0044                          STATION RECOVERY (1974)
 BV0044
 BV0044'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BV0044'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0557 ***********************************************************************
 BU0557  DESIGNATION -  D 127
 BU0557  PID         -  BU0557
 BU0557  STATE/COUNTY-  AL/BUTLER
 BU0557  USGS QUAD   -  MC KENZIE (1986)
 BU0557
 BU0557                         *CURRENT SURVEY CONTROL
 BU0557  ___________________________________________________________________
 BU0557* NAD 83(1986)-  31 35 57.     (N)    086 39 44.     (W)     SCALED    
 BU0557* NAVD 88     -        91.333  (meters)     299.65   (feet)  ADJUSTED  
 BU0557  ___________________________________________________________________
 BU0557  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BU0557  DYNAMIC HT  -          91.223 (meters)     299.29  (feet)  COMP
 BU0557  MODELED GRAV-     979,441.7   (mgal)                       NAVD 88
 BU0557
 BU0557  VERT ORDER  -  SECOND    CLASS 0
 BU0557
 BU0557.The horizontal coordinates were scaled from a topographic map and have
 BU0557.an estimated accuracy of +/- 6 seconds.
 BU0557
 BU0557.The orthometric height was determined by differential leveling
 BU0557.and adjusted by the National Geodetic Survey in June 1991..
 BU0557
 BU0557.The geoid height was determined by GEOID03.
 BU0557
 BU0557.The dynamic height is computed by dividing the NAVD 88
 BU0557.geopotential number by the normal gravity value computed on the
 BU0557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0557.degrees latitude (g = 980.6199 gals.).
 BU0557
 BU0557.The modeled gravity was interpolated from observed gravity values.
 BU0557
 BU0557;                    North         East    Units  Estimated Accuracy
 BU0557;SPC AL W     -   177,590.      679,500.      MT  (+/- 180 meters Scaled)
 BU0557
 BU0557                          SUPERSEDED SURVEY CONTROL
 BU0557
 BU0557  NGVD 29 (??/??/92)   91.334  (m)          299.65   (f) ADJ UNCH    2 0
 BU0557
 BU0557.Superseded values are not recommended for survey control.
 BU0557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0557.See file dsdata.txt to determine how the superseded data were derived.
 BU0557
 BU0557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV320960(NAD 83)
 BU0557_MARKER: DB = BENCH MARK DISK
 BU0557_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0557_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0557_STAMPING: D-127 1943
 BU0557_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0557+STABILITY: SURFACE MOTION
 BU0557
 BU0557  HISTORY     - Date     Condition        Report By
 BU0557  HISTORY     - 1943     MONUMENTED       CGS
 BU0557  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0557
 BU0557                          STATION DESCRIPTION
 BU0557
 BU0557'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0557'2.5 MI E FROM RHODES.
 BU0557'2.5 MILES EAST ALONG THE COUNTY ROAD FROM THE STATION AT RHODES, SET
 BU0557'IN THE POINT OF A TRIANGLE FORMED BY THE INTERSECTION OF THE ROADS,
 BU0557'ABOUT 0.15 MILE NORTH OF A WHITE FARM HOUSE, ABOUT 1/2 WAY BETWEEN 2
 BU0557'LARGE TREES ALSO IN TRIANGLE, 47.4 FEET WEST OF THE CENTER-LINE OF THE
 BU0557'ROAD LEADING SOUTH, 21.5 FEET SOUTHEAST OF THE CENTER-LINE OF THE MAIN
 BU0557'ROAD.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 BU0557'0.4 FOOT ABOVE THE GROUND.
 BU0557
 BU0557                          STATION RECOVERY (1969)
 BU0557
 BU0557'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0460 ***********************************************************************
 BU0460  DESIGNATION -  D 128
 BU0460  PID         -  BU0460
 BU0460  STATE/COUNTY-  AL/CONECUH
 BU0460  USGS QUAD   -  BROOKLYN (1982)
 BU0460
 BU0460                         *CURRENT SURVEY CONTROL
 BU0460  ___________________________________________________________________
 BU0460* NAD 83(1986)-  31 21 52.     (N)    086 48 10.     (W)     SCALED    
 BU0460* NAVD 88     -        98.264  (meters)     322.39   (feet)  ADJUSTED  
 BU0460  ___________________________________________________________________
 BU0460  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BU0460  DYNAMIC HT  -          98.143 (meters)     321.99  (feet)  COMP
 BU0460  MODELED GRAV-     979,405.9   (mgal)                       NAVD 88
 BU0460
 BU0460  VERT ORDER  -  SECOND    CLASS 0
 BU0460
 BU0460.The horizontal coordinates were scaled from a topographic map and have
 BU0460.an estimated accuracy of +/- 6 seconds.
 BU0460
 BU0460.The orthometric height was determined by differential leveling
 BU0460.and adjusted by the National Geodetic Survey in June 1991..
 BU0460
 BU0460.The geoid height was determined by GEOID03.
 BU0460
 BU0460.The dynamic height is computed by dividing the NAVD 88
 BU0460.geopotential number by the normal gravity value computed on the
 BU0460.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0460.degrees latitude (g = 980.6199 gals.).
 BU0460
 BU0460.The modeled gravity was interpolated from observed gravity values.
 BU0460
 BU0460;                    North         East    Units  Estimated Accuracy
 BU0460;SPC AL W     -   151,470.      666,330.      MT  (+/- 180 meters Scaled)
 BU0460
 BU0460                          SUPERSEDED SURVEY CONTROL
 BU0460
 BU0460  NGVD 29 (??/??/92)   98.282  (m)          322.45   (f) ADJ UNCH    2 0
 BU0460
 BU0460.Superseded values are not recommended for survey control.
 BU0460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0460.See file dsdata.txt to determine how the superseded data were derived.
 BU0460
 BU0460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV187700(NAD 83)
 BU0460_MARKER: DB = BENCH MARK DISK
 BU0460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0460_STAMPING: D-128 1943
 BU0460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0460+STABILITY: SURFACE MOTION
 BU0460
 BU0460  HISTORY     - Date     Condition        Report By
 BU0460  HISTORY     - 1943     MONUMENTED       CGS
 BU0460  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0460
 BU0460                          STATION DESCRIPTION
 BU0460
 BU0460'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0460'4.9 MI SW FROM MT UNION.
 BU0460'4.9 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE SCHOOL AT MT.
 BU0460'UNION, SET IN THE POINT OF THE Y ROAD, 42 FEET SOUTH OF THE
 BU0460'CENTER-LINE OF THE ROAD LEADING EAST-AND-WEST, ABOUT 110 FEET EAST OF
 BU0460'A FARM HOUSE, 23 FEET NORTHEAST OF THE CENTER-LINE OF THE ROAD LEADING
 BU0460'SOUTH, 1.5 FEET NORTHWEST OF REFERENCE POST.  BENCH MARK DISK SET IN
 BU0460'TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 BU0460
 BU0460                          STATION RECOVERY (1976)
 BU0460
 BU0460'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0460'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1211 ***********************************************************************
 CM1211  DESIGNATION -  D 13
 CM1211  PID         -  CM1211
 CM1211  STATE/COUNTY-  AL/LEE
 CM1211  USGS QUAD   -  LOACHAPOKA (1983)
 CM1211
 CM1211                         *CURRENT SURVEY CONTROL
 CM1211  ___________________________________________________________________
 CM1211* NAD 83(1986)-  32 36 09.     (N)    085 31 38.     (W)     SCALED    
 CM1211* NAVD 88     -       208.273  (meters)     683.31   (feet)  ADJUSTED  
 CM1211  ___________________________________________________________________
 CM1211  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CM1211  DYNAMIC HT  -         208.027 (meters)     682.50  (feet)  COMP
 CM1211  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 CM1211
 CM1211  VERT ORDER  -  FIRST     CLASS II
 CM1211
 CM1211.The horizontal coordinates were scaled from a topographic map and have
 CM1211.an estimated accuracy of +/- 6 seconds.
 CM1211
 CM1211.The orthometric height was determined by differential leveling
 CM1211.and adjusted by the National Geodetic Survey in June 1991..
 CM1211
 CM1211.The geoid height was determined by GEOID03.
 CM1211
 CM1211.The dynamic height is computed by dividing the NAVD 88
 CM1211.geopotential number by the normal gravity value computed on the
 CM1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1211.degrees latitude (g = 980.6199 gals.).
 CM1211
 CM1211.The modeled gravity was interpolated from observed gravity values.
 CM1211
 CM1211;                    North         East    Units  Estimated Accuracy
 CM1211;SPC AL E     -   233,160.      228,730.      MT  (+/- 180 meters Scaled)
 CM1211
 CM1211                          SUPERSEDED SURVEY CONTROL
 CM1211
 CM1211  NGVD 29 (??/??/92)  208.25   (m)          683.2    (f) COMPUTED    1 2
 CM1211
 CM1211.Superseded values are not recommended for survey control.
 CM1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1211.See file dsdata.txt to determine how the superseded data were derived.
 CM1211
 CM1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB382081(NAD 83)
 CM1211_MARKER: DB = BENCH MARK DISK
 CM1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1211_STAMPING: D 13 1933
 CM1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1211+STABILITY: SURFACE MOTION
 CM1211
 CM1211  HISTORY     - Date     Condition        Report By
 CM1211  HISTORY     - 1933     MONUMENTED       CGS
 CM1211
 CM1211                          STATION DESCRIPTION
 CM1211
 CM1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1933
 CM1211'2.8 MI W FROM AUBURN.
 CM1211'ABOUT 2.8 MILES WEST ALONG THE WESTERN RAILWAY OF ALABAMA FROM
 CM1211'THE STATION AT AUBURN, LEE COUNTY, 246 FEET WEST OF MILE POST
 CM1211'M 56-A 119, 74.7 FEET NORTH OF THE NORTH RAIL ON FENCE LINE OF
 CM1211'ADJOINING FARMS, 28 FEET NORTH OF THE CENTERLINE OF U.S. HIGHWAY
 CM1211'29, AND 8 FEET NORTH OF A ROW OF POWER TRANSMISSION LINE POLES.
 CM1211'A STANDARD DISK, STAMPED D 13 1933.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1212 ***********************************************************************
 CM1212  DESIGNATION -  D 13 RESET
 CM1212  PID         -  CM1212
 CM1212  STATE/COUNTY-  AL/LEE
 CM1212  USGS QUAD   -  LOACHAPOKA (1983)
 CM1212
 CM1212                         *CURRENT SURVEY CONTROL
 CM1212  ___________________________________________________________________
 CM1212* NAD 83(1986)-  32 36 09.     (N)    085 31 39.     (W)     SCALED    
 CM1212* NAVD 88     -       208.220  (meters)     683.14   (feet)  ADJUSTED  
 CM1212  ___________________________________________________________________
 CM1212  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CM1212  DYNAMIC HT  -         207.974 (meters)     682.33  (feet)  COMP
 CM1212  MODELED GRAV-     979,453.1   (mgal)                       NAVD 88
 CM1212
 CM1212  VERT ORDER  -  FIRST     CLASS I
 CM1212
 CM1212.The horizontal coordinates were scaled from a topographic map and have
 CM1212.an estimated accuracy of +/- 6 seconds.
 CM1212
 CM1212.The orthometric height was determined by differential leveling
 CM1212.and adjusted by the National Geodetic Survey in June 1991..
 CM1212
 CM1212.The geoid height was determined by GEOID03.
 CM1212
 CM1212.The dynamic height is computed by dividing the NAVD 88
 CM1212.geopotential number by the normal gravity value computed on the
 CM1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1212.degrees latitude (g = 980.6199 gals.).
 CM1212
 CM1212.The modeled gravity was interpolated from observed gravity values.
 CM1212
 CM1212;                    North         East    Units  Estimated Accuracy
 CM1212;SPC AL E     -   233,160.      228,710.      MT  (+/- 180 meters Scaled)
 CM1212
 CM1212                          SUPERSEDED SURVEY CONTROL
 CM1212
 CM1212  NGVD 29 (??/??/92)  208.191  (m)          683.04   (f) ADJ UNCH    1 1
 CM1212
 CM1212.Superseded values are not recommended for survey control.
 CM1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1212.See file dsdata.txt to determine how the superseded data were derived.
 CM1212
 CM1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB381081(NAD 83)
 CM1212_MARKER: DB = BENCH MARK DISK
 CM1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1212_STAMPING: D 13 RESET 1937
 CM1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1212+STABILITY: SURFACE MOTION
 CM1212
 CM1212  HISTORY     - Date     Condition        Report By
 CM1212  HISTORY     - 1937     MONUMENTED       CGS
 CM1212  HISTORY     - 1968     GOOD             NGS
 CM1212  HISTORY     - 20031206 MARK NOT FOUND   JCLS
 CM1212
 CM1212                          STATION DESCRIPTION
 CM1212
 CM1212'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM1212'2.7 MI W FROM AUBURN.
 CM1212'ABOUT 2.7 MILES WEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF
 CM1212'U.S. HIGHWAY 29 AT AUBURN, ABOUT 84 YARDS NORTHWEST OF AND ACROSS
 CM1212'BOTH THE HIGHWAY AND THE WESTERN RAILWAY OF ALABAMA FROM RAILWAY
 CM1212'MILEPOST 119, NEAR THE SOUTHEAST CORNER OF A WHITE BOARD FENCE
 CM1212'AROUND A 1 1/2 STORY FRAME HOUSE, 37 1/2 FEET NORTH OF
 CM1212'THE CENTER LINE OF THE HIGHWAY, 11 FEET WEST OF THE CENTER LINE OF
 CM1212'A DRIVE LEADING NORTH, 13 FEET NORTH OF THE WEST END OF AN 18-INCH
 CM1212'PIPE CULVERT, UNDER THE DRIVE, 5 FEET SOUTH OF A FENCE CORNER, ABOUT
 CM1212'1 FOOT ABOVE THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 CM1212'CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 CM1212
 CM1212                          STATION RECOVERY (2003)
 CM1212
 CM1212'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CM1212'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2200 ***********************************************************************
 CN2200  DESIGNATION -  D 130
 CN2200  PID         -  CN2200
 CN2200  STATE/COUNTY-  AL/DALLAS
 CN2200  USGS QUAD   -  ELM BLUFF (1987)
 CN2200
 CN2200                         *CURRENT SURVEY CONTROL
 CN2200  ___________________________________________________________________
 CN2200* NAD 83(1986)-  32 11 37.     (N)    087 02 01.     (W)     SCALED    
 CN2200* NAVD 88     -        34.179  (meters)     112.14   (feet)  ADJUSTED  
 CN2200  ___________________________________________________________________
 CN2200  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CN2200  DYNAMIC HT  -          34.140 (meters)     112.01  (feet)  COMP
 CN2200  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 CN2200
 CN2200  VERT ORDER  -  SECOND    CLASS 0
 CN2200
 CN2200.The horizontal coordinates were scaled from a topographic map and have
 CN2200.an estimated accuracy of +/- 6 seconds.
 CN2200
 CN2200.The orthometric height was determined by differential leveling
 CN2200.and adjusted by the National Geodetic Survey in June 1991..
 CN2200
 CN2200.The geoid height was determined by GEOID03.
 CN2200
 CN2200.The dynamic height is computed by dividing the NAVD 88
 CN2200.geopotential number by the normal gravity value computed on the
 CN2200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2200.degrees latitude (g = 980.6199 gals.).
 CN2200
 CN2200.The modeled gravity was interpolated from observed gravity values.
 CN2200
 CN2200;                    North         East    Units  Estimated Accuracy
 CN2200;SPC AL W     -   243,290.      643,980.      MT  (+/- 180 meters Scaled)
 CN2200
 CN2200                          SUPERSEDED SURVEY CONTROL
 CN2200
 CN2200  NGVD 29 (??/??/92)   34.14   (m)          112.0    (f) COMPUTED    2 0
 CN2200
 CN2200.Superseded values are not recommended for survey control.
 CN2200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2200.See file dsdata.txt to determine how the superseded data were derived.
 CN2200
 CN2200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA968618(NAD 83)
 CN2200_MARKER: DB = BENCH MARK DISK
 CN2200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN2200_SP_SET: BRIDGE
 CN2200_STAMPING: D 130 1943
 CN2200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2200
 CN2200  HISTORY     - Date     Condition        Report By
 CN2200  HISTORY     - 1943     MONUMENTED       CGS
 CN2200
 CN2200                          STATION DESCRIPTION
 CN2200
 CN2200'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2200'7.5 MI SW FROM BERLIN.
 CN2200'7.5 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 43 FROM THE POST OFFICE AT
 CN2200'BERLIN, SET IN TOP OF THE EAST WING WALL OF THE NORTHEAST END OF A
 CN2200'CONCRETE BRIDGE OVER CEDAR CREEK, 0.6 FOOT SOUTHEAST OF THE CONCRETE
 CN2200'BANISTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2071 ***********************************************************************
 CN2071  DESIGNATION -  D 132
 CN2071  PID         -  CN2071
 CN2071  STATE/COUNTY-  AL/DALLAS
 CN2071  USGS QUAD   -  TASSO (1987)
 CN2071
 CN2071                         *CURRENT SURVEY CONTROL
 CN2071  ___________________________________________________________________
 CN2071* NAD 83(1986)-  32 12 27.     (N)    087 13 10.     (W)     SCALED    
 CN2071* NAVD 88     -        53.238  (meters)     174.66   (feet)  ADJUSTED  
 CN2071  ___________________________________________________________________
 CN2071  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CN2071  DYNAMIC HT  -          53.179 (meters)     174.47  (feet)  COMP
 CN2071  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 CN2071
 CN2071  VERT ORDER  -  SECOND    CLASS 0
 CN2071
 CN2071.The horizontal coordinates were scaled from a topographic map and have
 CN2071.an estimated accuracy of +/- 6 seconds.
 CN2071
 CN2071.The orthometric height was determined by differential leveling
 CN2071.and adjusted by the National Geodetic Survey in June 1991..
 CN2071
 CN2071.The geoid height was determined by GEOID03.
 CN2071
 CN2071.The dynamic height is computed by dividing the NAVD 88
 CN2071.geopotential number by the normal gravity value computed on the
 CN2071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2071.degrees latitude (g = 980.6199 gals.).
 CN2071
 CN2071.The modeled gravity was interpolated from observed gravity values.
 CN2071
 CN2071;                    North         East    Units  Estimated Accuracy
 CN2071;SPC AL W     -   244,770.      626,450.      MT  (+/- 180 meters Scaled)
 CN2071
 CN2071                          SUPERSEDED SURVEY CONTROL
 CN2071
 CN2071  NGVD 29 (??/??/92)   53.198  (m)          174.53   (f) ADJ UNCH    2 0
 CN2071
 CN2071.Superseded values are not recommended for survey control.
 CN2071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2071.See file dsdata.txt to determine how the superseded data were derived.
 CN2071
 CN2071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA793634(NAD 83)
 CN2071_MARKER: DB = BENCH MARK DISK
 CN2071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2071_STAMPING: D 132 1943
 CN2071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2071+STABILITY: SURFACE MOTION
 CN2071
 CN2071  HISTORY     - Date     Condition        Report By
 CN2071  HISTORY     - 1943     MONUMENTED       CGS
 CN2071  HISTORY     - 1956     MARK NOT FOUND   USGS
 CN2071
 CN2071                          STATION DESCRIPTION
 CN2071
 CN2071'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2071'7.2 MI SE FROM ORRVILLE.
 CN2071'7.2 MILES SOUTHEAST ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 CN2071'ORRVILLE, 107.0 FEET NORTHEAST AND ACROSS THE ROAD FROM ROCKY BRANCH
 CN2071'CHURCH, 33.0 FEET NORTHEAST OF CENTER-LINE OF ROAD, 12.5 FEET EAST OF
 CN2071'A SWEET GUM TREE WITH A TRIANGULAR BLAZE, 11.7 FEET NORTH OF A PINE
 CN2071'TREE WITH A TRIANGULAR BLAZE, 1.1 FEET NORTHEAST OF REFERENCE POST, A
 CN2071'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FEET ABOVE THE
 CN2071'GROUND.  NOTE-- RIGHT OF WAY HAS BEEN GRADED UP.
 CN2071
 CN2071                          STATION RECOVERY (1956)
 CN2071
 CN2071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CN2071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1239 ***********************************************************************
 BU1239  DESIGNATION -  D 133
 BU1239  PID         -  BU1239
 BU1239  STATE/COUNTY-  AL/MONROE
 BU1239  USGS QUAD   -  HYBART (1973)
 BU1239
 BU1239                         *CURRENT SURVEY CONTROL
 BU1239  ___________________________________________________________________
 BU1239* NAD 83(1986)-  31 48 44.     (N)    087 29 31.     (W)     SCALED    
 BU1239* NAVD 88     -        37.017  (meters)     121.45   (feet)  ADJUSTED  
 BU1239  ___________________________________________________________________
 BU1239  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1239  DYNAMIC HT  -          36.973 (meters)     121.30  (feet)  COMP
 BU1239  MODELED GRAV-     979,446.3   (mgal)                       NAVD 88
 BU1239
 BU1239  VERT ORDER  -  SECOND    CLASS 0
 BU1239
 BU1239.The horizontal coordinates were scaled from a topographic map and have
 BU1239.an estimated accuracy of +/- 6 seconds.
 BU1239
 BU1239.The orthometric height was determined by differential leveling
 BU1239.and adjusted by the National Geodetic Survey in June 1991..
 BU1239
 BU1239.The geoid height was determined by GEOID03.
 BU1239
 BU1239.The dynamic height is computed by dividing the NAVD 88
 BU1239.geopotential number by the normal gravity value computed on the
 BU1239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1239.degrees latitude (g = 980.6199 gals.).
 BU1239
 BU1239.The modeled gravity was interpolated from observed gravity values.
 BU1239
 BU1239;                    North         East    Units  Estimated Accuracy
 BU1239;SPC AL W     -   200,900.      600,760.      MT  (+/- 180 meters Scaled)
 BU1239
 BU1239                          SUPERSEDED SURVEY CONTROL
 BU1239
 BU1239  NGVD 29 (??/??/92)   36.986  (m)          121.34   (f) ADJ UNCH    2 0
 BU1239
 BU1239.Superseded values are not recommended for survey control.
 BU1239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1239.See file dsdata.txt to determine how the superseded data were derived.
 BU1239
 BU1239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA534197(NAD 83)
 BU1239_MARKER: DB = BENCH MARK DISK
 BU1239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1239_STAMPING: D 133 1943
 BU1239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1239+STABILITY: SURFACE MOTION
 BU1239
 BU1239  HISTORY     - Date     Condition        Report By
 BU1239  HISTORY     - 1943     MONUMENTED       CGS
 BU1239  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1239
 BU1239                          STATION DESCRIPTION
 BU1239
 BU1239'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU1239'4.4 MI SE FROM LOWER PEACH TREE.
 BU1239'1.2 MILES SOUTHEAST ALONG A GRAVEL COUNTY ROAD.  THENCE, 3.2 MILES
 BU1239'SOUTHEAST ALONG THE BELLES LANDING GRADED ROAD FROM THE POST OFFICE AT
 BU1239'LOWER PEACH TREE, 0.7 MILE NORTHWEST OF AN OLD FRAME CHURCH BUILDING,
 BU1239'23.0 FEET SOUTHEAST OF A WOODEN GATE, 38.8 FEET NORTHWEST OF A PINE
 BU1239'TREE WITH A TRIANGULAR BLAZE, 14.7 FEET SOUTHEAST OF AN OAK TREE WITH
 BU1239'A TRIANGULAR BLAZE, 22.0 FEET SOUTHWEST OF CENTERLINE OF ROAD, 1.5
 BU1239'FEET NORTHEAST OF A WIRE FENCE, 1.3 FEET SOUTHWEST OF REFERENCE POST,
 BU1239'A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE
 BU1239'THE GROUND.
 BU1239
 BU1239                          STATION RECOVERY (1972)
 BU1239
 BU1239'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1239'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0919 ***********************************************************************
 BU0919  DESIGNATION -  D 134
 BU0919  PID         -  BU0919
 BU0919  STATE/COUNTY-  AL/MONROE
 BU0919  USGS QUAD   -  NATCHEZ (1972)
 BU0919
 BU0919                         *CURRENT SURVEY CONTROL
 BU0919  ___________________________________________________________________
 BU0919* NAD 83(1986)-  31 44 18.     (N)    087 21 38.     (W)     SCALED    
 BU0919* NAVD 88     -       130.726  (meters)     428.89   (feet)  ADJUSTED  
 BU0919  ___________________________________________________________________
 BU0919  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BU0919  DYNAMIC HT  -         130.568 (meters)     428.37  (feet)  COMP
 BU0919  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 BU0919
 BU0919  VERT ORDER  -  SECOND    CLASS 0
 BU0919
 BU0919.The horizontal coordinates were scaled from a topographic map and have
 BU0919.an estimated accuracy of +/- 6 seconds.
 BU0919
 BU0919.The orthometric height was determined by differential leveling
 BU0919.and adjusted by the National Geodetic Survey in June 1991..
 BU0919
 BU0919.The geoid height was determined by GEOID03.
 BU0919
 BU0919.The dynamic height is computed by dividing the NAVD 88
 BU0919.geopotential number by the normal gravity value computed on the
 BU0919.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0919.degrees latitude (g = 980.6199 gals.).
 BU0919
 BU0919.The modeled gravity was interpolated from observed gravity values.
 BU0919
 BU0919;                    North         East    Units  Estimated Accuracy
 BU0919;SPC AL W     -   192,720.      613,210.      MT  (+/- 180 meters Scaled)
 BU0919
 BU0919                          SUPERSEDED SURVEY CONTROL
 BU0919
 BU0919  NGVD 29 (??/??/92)  130.699  (m)          428.80   (f) ADJ UNCH    2 0
 BU0919
 BU0919.Superseded values are not recommended for survey control.
 BU0919.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0919.See file dsdata.txt to determine how the superseded data were derived.
 BU0919
 BU0919_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA658114(NAD 83)
 BU0919_MARKER: DB = BENCH MARK DISK
 BU0919_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0919_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0919_STAMPING: D 134 1943
 BU0919_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0919+STABILITY: SURFACE MOTION
 BU0919
 BU0919  HISTORY     - Date     Condition        Report By
 BU0919  HISTORY     - 1943     MONUMENTED       CGS
 BU0919
 BU0919                          STATION DESCRIPTION
 BU0919
 BU0919'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0919'4.9 MI NE FROM FRANKLIN.
 BU0919'0.8 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 BU0919'FRANKLIN, MONROE COUNTY, THENCE 4.1 MILES EAST ALONG THE
 BU0919'FRANKLIN-BEATRICE GRADED ROAD.  1.0 MILE WEST OF THE RED HILL CHURCH
 BU0919'AND CEMETERY, 43.1 FEET NORTH OF A POLE, 25 FEET WEST OF THE CENTER
 BU0919'LINE OF THE ROAD, 16 FEET NORTH OF A TRIANGULAR- BLAZED 14-INCH PINE,
 BU0919'AND 1.2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD
 BU0919'DISK, STAMPED D 134 1943 AND SET IN THE TOP OF A CONCRETE POST
 BU0919'PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1162 ***********************************************************************
 CN1162  DESIGNATION -  D 135
 CN1162  PID         -  CN1162
 CN1162  STATE/COUNTY-  AL/CHILTON
 CN1162  USGS QUAD   -  PLANTERSVILLE (1982)
 CN1162
 CN1162                         *CURRENT SURVEY CONTROL
 CN1162  ___________________________________________________________________
 CN1162* NAD 83(1986)-  32 44 31.     (N)    086 53 32.     (W)     SCALED    
 CN1162* NAVD 88     -        92.497  (meters)     303.47   (feet)  ADJUSTED  
 CN1162  ___________________________________________________________________
 CN1162  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CN1162  DYNAMIC HT  -          92.391 (meters)     303.12  (feet)  COMP
 CN1162  MODELED GRAV-     979,495.4   (mgal)                       NAVD 88
 CN1162
 CN1162  VERT ORDER  -  FIRST     CLASS II
 CN1162
 CN1162.The horizontal coordinates were scaled from a topographic map and have
 CN1162.an estimated accuracy of +/- 6 seconds.
 CN1162
 CN1162.The orthometric height was determined by differential leveling
 CN1162.and adjusted by the National Geodetic Survey in June 1991..
 CN1162
 CN1162.The geoid height was determined by GEOID03.
 CN1162
 CN1162.The dynamic height is computed by dividing the NAVD 88
 CN1162.geopotential number by the normal gravity value computed on the
 CN1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1162.degrees latitude (g = 980.6199 gals.).
 CN1162
 CN1162.The modeled gravity was interpolated from observed gravity values.
 CN1162
 CN1162;                    North         East    Units  Estimated Accuracy
 CN1162;SPC AL W     -   304,160.      656,960.      MT  (+/- 180 meters Scaled)
 CN1162
 CN1162                          SUPERSEDED SURVEY CONTROL
 CN1162
 CN1162  NGVD 29 (??/??/92)   92.47   (m)          303.4    (f) COMPUTED    1 2
 CN1162
 CN1162.Superseded values are not recommended for survey control.
 CN1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1162.See file dsdata.txt to determine how the superseded data were derived.
 CN1162
 CN1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB100226(NAD 83)
 CN1162_MARKER: DB = BENCH MARK DISK
 CN1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1162_STAMPING: D 135 1943
 CN1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1162+STABILITY: SURFACE MOTION
 CN1162
 CN1162  HISTORY     - Date     Condition        Report By
 CN1162  HISTORY     - 1943     MONUMENTED       CGS
 CN1162  HISTORY     - 1981     MARK NOT FOUND   NGS
 CN1162
 CN1162                          STATION DESCRIPTION
 CN1162
 CN1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN1162'0.7 MI N FROM STANTON.
 CN1162'0.7 MILE NORTH OF THE POSTOFFICE AT STANTON, ALONG THE SOUTHERN
 CN1162'RAILROAD, 7 RAILS SOUTH OF THE SOUTH END OF BRIDGE NO. 164- 5 N, 19.8
 CN1162'FEET EAST OF THE EAST RAIL, 3.8 FEET SOUTH OF A TELEPHONE POLE, 15.2
 CN1162'FEET WEST OF A PRIVATE DRIVEWAY, BENCH MARK DISK SET IN TOP OF
 CN1162'CONCRETE POST.
 CN1162
 CN1162                          STATION RECOVERY (1981)
 CN1162
 CN1162'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CN1162'ASSUME DESTROYED, THE CONCRETE POST WAS FOUND BROKEN OFF ABOUT LEVEL
 CN1162'WITH THE GROUND, BUT THE DISK NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0780 ***********************************************************************
 CN0780  DESIGNATION -  D 136
 CN0780  PID         -  CN0780
 CN0780  STATE/COUNTY-  AL/DALLAS
 CN0780  USGS QUAD   -  SELMA (1977)
 CN0780
 CN0780                         *CURRENT SURVEY CONTROL
 CN0780  ___________________________________________________________________
 CN0780* NAD 83(1986)-  32 25 02.     (N)    087 01 50.     (W)     SCALED    
 CN0780* NAVD 88     -        40.096  (meters)     131.55   (feet)  ADJUSTED  
 CN0780  ___________________________________________________________________
 CN0780  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CN0780  DYNAMIC HT  -          40.050 (meters)     131.40  (feet)  COMP
 CN0780  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 CN0780
 CN0780  VERT ORDER  -  FIRST     CLASS II
 CN0780
 CN0780.The horizontal coordinates were scaled from a topographic map and have
 CN0780.an estimated accuracy of +/- 6 seconds.
 CN0780
 CN0780.The orthometric height was determined by differential leveling
 CN0780.and adjusted by the National Geodetic Survey in June 1991..
 CN0780
 CN0780.The geoid height was determined by GEOID03.
 CN0780
 CN0780.The dynamic height is computed by dividing the NAVD 88
 CN0780.geopotential number by the normal gravity value computed on the
 CN0780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0780.degrees latitude (g = 980.6199 gals.).
 CN0780
 CN0780.The modeled gravity was interpolated from observed gravity values.
 CN0780
 CN0780;                    North         East    Units  Estimated Accuracy
 CN0780;SPC AL W     -   268,080.      644,160.      MT  (+/- 180 meters Scaled)
 CN0780
 CN0780                          SUPERSEDED SURVEY CONTROL
 CN0780
 CN0780  NGVD 29 (??/??/92)   40.059  (m)          131.43   (f) ADJ UNCH    1 2
 CN0780
 CN0780.Superseded values are not recommended for survey control.
 CN0780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0780.See file dsdata.txt to determine how the superseded data were derived.
 CN0780
 CN0780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA971866(NAD 83)
 CN0780_MARKER: DB = BENCH MARK DISK
 CN0780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0780_STAMPING: D 136 1943
 CN0780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0780+STABILITY: SURFACE MOTION
 CN0780
 CN0780  HISTORY     - Date     Condition        Report By
 CN0780  HISTORY     - 1943     MONUMENTED       CGS
 CN0780  HISTORY     - 1949     GOOD             NGS
 CN0780  HISTORY     - 1968     MARK NOT FOUND   NGS
 CN0780
 CN0780                          STATION DESCRIPTION
 CN0780
 CN0780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0780'IN SELMA.
 CN0780'AT SELMA, ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE
 CN0780'UNION STATION AT SELMA, ABOUT 0.1 MILE EAST OF THE BUCKEYE COTTON OIL
 CN0780'COMPANY, 78 FEET WEST OF THE CENTER LINE OF UNION STREET, 25.8 FEET
 CN0780'SOUTH OF THE SOUTH RAIL, 76 FEET EAST-SOUTHEAST OF THE CENTER OF THE
 CN0780'CROSSING OF THE SOUTHERN RAILWAY AND THE LOUISVILLE AND NASHVILLE
 CN0780'RAILROAD, 1.5 FEET NORTH OF A TELEPHONE POLE, 1 FOOT SOUTH OF A WHITE
 CN0780'WOODEN WITNESS POST, 2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A
 CN0780'CONCRETE POST PROJECTING 5 INCHES.
 CN0780
 CN0780                          STATION RECOVERY (1968)
 CN0780
 CN0780'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CN0780'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2644 ***********************************************************************
 CN2644  DESIGNATION -  D 139
 CN2644  PID         -  CN2644
 CN2644  STATE/COUNTY-  AL/GREENE
 CN2644  USGS QUAD   -  FORKLAND (1979)
 CN2644
 CN2644                         *CURRENT SURVEY CONTROL
 CN2644  ___________________________________________________________________
 CN2644* NAD 83(1986)-  32 43 06.     (N)    087 58 37.     (W)     SCALED    
 CN2644* NAVD 88     -        42.454  (meters)     139.28   (feet)  ADJUSTED  
 CN2644  ___________________________________________________________________
 CN2644  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CN2644  DYNAMIC HT  -          42.406 (meters)     139.13  (feet)  COMP
 CN2644  MODELED GRAV-     979,504.8   (mgal)                       NAVD 88
 CN2644
 CN2644  VERT ORDER  -  SECOND    CLASS 0
 CN2644
 CN2644.The horizontal coordinates were scaled from a topographic map and have
 CN2644.an estimated accuracy of +/- 6 seconds.
 CN2644
 CN2644.The orthometric height was determined by differential leveling
 CN2644.and adjusted by the National Geodetic Survey in June 1991..
 CN2644
 CN2644.The geoid height was determined by GEOID03.
 CN2644
 CN2644.The dynamic height is computed by dividing the NAVD 88
 CN2644.geopotential number by the normal gravity value computed on the
 CN2644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2644.degrees latitude (g = 980.6199 gals.).
 CN2644
 CN2644.The modeled gravity was interpolated from observed gravity values.
 CN2644
 CN2644;                    North         East    Units  Estimated Accuracy
 CN2644;SPC AL W     -   301,480.      555,290.      MT  (+/- 180 meters Scaled)
 CN2644
 CN2644                          SUPERSEDED SURVEY CONTROL
 CN2644
 CN2644  NGVD 29 (??/??/92)   42.429  (m)          139.20   (f) ADJ UNCH    2 0
 CN2644
 CN2644.Superseded values are not recommended for survey control.
 CN2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2644.See file dsdata.txt to determine how the superseded data were derived.
 CN2644
 CN2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB084204(NAD 83)
 CN2644_MARKER: DB = BENCH MARK DISK
 CN2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2644_STAMPING: D 139 1943
 CN2644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2644+STABILITY: SURFACE MOTION
 CN2644
 CN2644  HISTORY     - Date     Condition        Report By
 CN2644  HISTORY     - 1943     MONUMENTED       CGS
 CN2644
 CN2644                          STATION DESCRIPTION
 CN2644
 CN2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2644'4.2 MI SE FROM BOLIGEE.
 CN2644'4.2 MILES SOUTHEAST OF THE POSTOFFICE AT BOLIGEE, ALONG GRADED COUNTY
 CN2644'ROAD, SET AT A T INTERSECTION, 33 FEET SOUTH OF ROAD LEADING EAST AND
 CN2644'WEST, 43 FEET WEST OF ROAD LEADING SOUTH, 3 FEET SOUTH OF A CORNER
 CN2644'FENCE POST, 1 FOOT NORTH OF REFERENCE POST, BENCH MARK DISK SET IN TOP
 CN2644'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0347 ***********************************************************************
 CN0347  DESIGNATION -  D 14
 CN0347  PID         -  CN0347
 CN0347  STATE/COUNTY-  AL/MONTGOMERY
 CN0347  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0347
 CN0347                         *CURRENT SURVEY CONTROL
 CN0347  ___________________________________________________________________
 CN0347* NAD 83(1986)-  32 21 45.     (N)    086 21 13.     (W)     SCALED    
 CN0347* NAVD 88     -        51.635  (meters)     169.41   (feet)  ADJUSTED  
 CN0347  ___________________________________________________________________
 CN0347  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 CN0347  DYNAMIC HT  -          51.576 (meters)     169.21  (feet)  COMP
 CN0347  MODELED GRAV-     979,498.7   (mgal)                       NAVD 88
 CN0347
 CN0347  VERT ORDER  -  FIRST     CLASS II
 CN0347
 CN0347.The horizontal coordinates were scaled from a topographic map and have
 CN0347.an estimated accuracy of +/- 6 seconds.
 CN0347
 CN0347.The orthometric height was determined by differential leveling
 CN0347.and adjusted by the National Geodetic Survey in June 1991..
 CN0347
 CN0347.The geoid height was determined by GEOID03.
 CN0347
 CN0347.The dynamic height is computed by dividing the NAVD 88
 CN0347.geopotential number by the normal gravity value computed on the
 CN0347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0347.degrees latitude (g = 980.6199 gals.).
 CN0347
 CN0347.The modeled gravity was interpolated from observed gravity values.
 CN0347
 CN0347;                    North         East    Units  Estimated Accuracy
 CN0347;SPC AL E     -   206,620.      151,030.      MT  (+/- 180 meters Scaled)
 CN0347
 CN0347                          SUPERSEDED SURVEY CONTROL
 CN0347
 CN0347  NGVD 29 (??/??/92)   51.61   (m)          169.3    (f) COMPUTED    1 2
 CN0347
 CN0347.Superseded values are not recommended for survey control.
 CN0347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0347.See file dsdata.txt to determine how the superseded data were derived.
 CN0347
 CN0347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA608808(NAD 83)
 CN0347_MARKER: DB = BENCH MARK DISK
 CN0347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0347_STAMPING: 169.353 D 14 1933
 CN0347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0347+STABILITY: SURFACE MOTION
 CN0347
 CN0347  HISTORY     - Date     Condition        Report By
 CN0347  HISTORY     - 1933     MONUMENTED       CGS
 CN0347  HISTORY     - 1934     GOOD             NGS
 CN0347  HISTORY     - 1967     MARK NOT FOUND   NGS
 CN0347
 CN0347                          STATION DESCRIPTION
 CN0347
 CN0347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CN0347'2.6 MI W FROM MONTGOMERY.
 CN0347'2.6 MILES WEST ALONG THE WESTERN RAILWAY OF ALABAMA FROM THE UNION
 CN0347'STATION AT MONTGOMERY, MONTGOMERY COUNTY, 150 FEET WEST OF MILEPOST S
 CN0347'48-M 2, 43 FEET NORTH OF A FARM-ROAD CROSSING, AND 35 FEET NORTHWEST
 CN0347'OF THE NORTH RAIL.  A STANDARD DISK, STAMPED 169.353 D 14 1933 AND SET
 CN0347'IN THE TOP OF A CONCRETE POST.
 CN0347
 CN0347                          STATION RECOVERY (1967)
 CN0347
 CN0347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 CN0347'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0932 ***********************************************************************
 CN0932  DESIGNATION -  D 141
 CN0932  PID         -  CN0932
 CN0932  STATE/COUNTY-  AL/AUTAUGA
 CN0932  USGS QUAD   -  AUTAUGAVILLE (1982)
 CN0932
 CN0932                         *CURRENT SURVEY CONTROL
 CN0932  ___________________________________________________________________
 CN0932* NAD 83(1986)-  32 26 35.     (N)    086 39 42.     (W)     SCALED    
 CN0932* NAVD 88     -        47.632  (meters)     156.27   (feet)  ADJUSTED  
 CN0932  ___________________________________________________________________
 CN0932  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CN0932  DYNAMIC HT  -          47.578 (meters)     156.10  (feet)  COMP
 CN0932  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 CN0932
 CN0932  VERT ORDER  -  SECOND    CLASS 0
 CN0932
 CN0932.The horizontal coordinates were scaled from a topographic map and have
 CN0932.an estimated accuracy of +/- 6 seconds.
 CN0932
 CN0932.The orthometric height was determined by differential leveling
 CN0932.and adjusted by the National Geodetic Survey in June 1991..
 CN0932
 CN0932.The geoid height was determined by GEOID03.
 CN0932
 CN0932.The dynamic height is computed by dividing the NAVD 88
 CN0932.geopotential number by the normal gravity value computed on the
 CN0932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0932.degrees latitude (g = 980.6199 gals.).
 CN0932
 CN0932.The modeled gravity was interpolated from observed gravity values.
 CN0932
 CN0932;                    North         East    Units  Estimated Accuracy
 CN0932;SPC AL W     -   271,160.      678,830.      MT  (+/- 180 meters Scaled)
 CN0932
 CN0932                          SUPERSEDED SURVEY CONTROL
 CN0932
 CN0932  NGVD 29 (??/??/92)   47.608  (m)          156.19   (f) ADJ UNCH    2 0
 CN0932
 CN0932.Superseded values are not recommended for survey control.
 CN0932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0932.See file dsdata.txt to determine how the superseded data were derived.
 CN0932
 CN0932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA318895(NAD 83)
 CN0932_MARKER: DB = BENCH MARK DISK
 CN0932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0932_STAMPING: D 141 1943
 CN0932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0932+STABILITY: SURFACE MOTION
 CN0932
 CN0932  HISTORY     - Date     Condition        Report By
 CN0932  HISTORY     - 1943     MONUMENTED       CGS
 CN0932
 CN0932                          STATION DESCRIPTION
 CN0932
 CN0932'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0932'0.8 MI N FROM AUTAUGAVILLE.
 CN0932'0.8 MILE NORTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CN0932'AUTAUGAVILLE.  SET IN THE WEST CORNER OF A FARM YARD.  55 FEET
 CN0932'NORTHWEST OF THE CENTER-LINE OF THE DRIVEWAY, 38 FEET NORTHEAST OF THE
 CN0932'CENTER-LINE OF THE MAIN ROAD, 34.5 FEET SOUTHWEST OF THE WEST CORNER
 CN0932'OF THE HOUSE, 1.0 FOOT SOUTHWEST OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0795 ***********************************************************************
 CN0795  DESIGNATION -  D 142
 CN0795  PID         -  CN0795
 CN0795  STATE/COUNTY-  AL/AUTAUGA
 CN0795  USGS QUAD   -  DURANT BEND (1982)
 CN0795
 CN0795                         *CURRENT SURVEY CONTROL
 CN0795  ___________________________________________________________________
 CN0795* NAD 83(1986)-  32 27 17.     (N)    086 45 48.     (W)     SCALED    
 CN0795* NAVD 88     -        97.015  (meters)     318.29   (feet)  ADJUSTED  
 CN0795  ___________________________________________________________________
 CN0795  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CN0795  DYNAMIC HT  -          96.904 (meters)     317.93  (feet)  COMP
 CN0795  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 CN0795
 CN0795  VERT ORDER  -  SECOND    CLASS 0
 CN0795
 CN0795.The horizontal coordinates were scaled from a topographic map and have
 CN0795.an estimated accuracy of +/- 6 seconds.
 CN0795
 CN0795.The orthometric height was determined by differential leveling
 CN0795.and adjusted by the National Geodetic Survey in June 1991..
 CN0795
 CN0795.The geoid height was determined by GEOID03.
 CN0795
 CN0795.The dynamic height is computed by dividing the NAVD 88
 CN0795.geopotential number by the normal gravity value computed on the
 CN0795.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0795.degrees latitude (g = 980.6199 gals.).
 CN0795
 CN0795.The modeled gravity was interpolated from observed gravity values.
 CN0795
 CN0795;                    North         East    Units  Estimated Accuracy
 CN0795;SPC AL W     -   272,380.      669,260.      MT  (+/- 180 meters Scaled)
 CN0795
 CN0795                          SUPERSEDED SURVEY CONTROL
 CN0795
 CN0795  NGVD 29 (??/??/92)   96.981  (m)          318.18   (f) ADJ UNCH    2 0
 CN0795
 CN0795.Superseded values are not recommended for survey control.
 CN0795.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0795.See file dsdata.txt to determine how the superseded data were derived.
 CN0795
 CN0795_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA222908(NAD 83)
 CN0795_MARKER: DB = BENCH MARK DISK
 CN0795_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0795_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0795_STAMPING: D 142 1943
 CN0795_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0795+STABILITY: SURFACE MOTION
 CN0795
 CN0795  HISTORY     - Date     Condition        Report By
 CN0795  HISTORY     - 1943     MONUMENTED       CGS
 CN0795
 CN0795                          STATION DESCRIPTION
 CN0795
 CN0795'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0795'6.8 MI W FROM AUTAUGAVILLE.
 CN0795'6.8 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 CN0795'AUTAUGAVILLE, AUTAUGA COUNTY, IN THE SOUTHEAST QUARTER OF A ROAD
 CN0795'CROSSING, 48 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 23 FEET EAST
 CN0795'OF THE CENTERLINE OF THE SIDE ROAD, AND 1.6 FEET NORTH OF THE
 CN0795'REFERENCE POST.  A STANDARD DISK, STAMPED D 142 1943 AND SET IN THE
 CN0795'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2853 ***********************************************************************
 CN2853  DESIGNATION -  D 142 RESET
 CN2853  PID         -  CN2853
 CN2853  STATE/COUNTY-  AL/AUTAUGA
 CN2853  USGS QUAD   -  DURANT BEND (1982)
 CN2853
 CN2853                         *CURRENT SURVEY CONTROL
 CN2853  ___________________________________________________________________
 CN2853* NAD 83(1986)-  32 27 17.     (N)    086 45 48.     (W)     SCALED    
 CN2853* NAVD 88     -        93.80   (meters)     307.7    (feet)  RESET     
 CN2853  ___________________________________________________________________
 CN2853  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CN2853
 CN2853  VERT ORDER  -  THIRD
 CN2853
 CN2853.The horizontal coordinates were scaled from a topographic map and have
 CN2853.an estimated accuracy of +/- 6 seconds.
 CN2853
 CN2853.The orthometric height was computed from unverified reset data.
 CN2853
 CN2853.The geoid height was determined by GEOID03.
 CN2853
 CN2853;                    North         East    Units  Estimated Accuracy
 CN2853;SPC AL W     -   272,380.      669,260.      MT  (+/- 180 meters Scaled)
 CN2853
 CN2853                          SUPERSEDED SURVEY CONTROL
 CN2853
 CN2853.No superseded survey control is available for this station.
 CN2853
 CN2853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA222908(NAD 83)
 CN2853_MARKER: DB = BENCH MARK DISK
 CN2853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2853_STAMPING: D 142 RESET 1946
 CN2853_PROJECTION: FLUSH
 CN2853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2853+STABILITY: SURFACE MOTION
 CN2853
 CN2853  HISTORY     - Date     Condition        Report By
 CN2853  HISTORY     - 1946     MONUMENTED       CGS
 CN2853
 CN2853                          STATION DESCRIPTION
 CN2853
 CN2853'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CN2853'4.6 MI WEST FROM AUTAUGAVILLE.
 CN2853'4.6 MILES WEST ALONG STATE HIGHWAY 14 FROM THE POST OFFICE IN
 CN2853'AUTAUGAVILLE, AT THE INTERSECTION OF A COUNTY ROAD LEADING SOUTH,
 CN2853'330 FT. WEST OF THE CENTERLINE OF THE ROAD, AND 60.0 FT. SOUTH OF
 CN2853'THE CENTERLINE OF THE HIGHWAY AT SURVEY STATION 530 AND 90.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1281 ***********************************************************************
 BT1281  DESIGNATION -  D 146
 BT1281  PID         -  BT1281
 BT1281  STATE/COUNTY-  AL/BARBOUR
 BT1281  USGS QUAD   -  CLIO (1979)
 BT1281
 BT1281                         *CURRENT SURVEY CONTROL
 BT1281  ___________________________________________________________________
 BT1281* NAD 83(1986)-  31 40 03.     (N)    085 31 12.     (W)     SCALED    
 BT1281* NAVD 88     -       119.997  (meters)     393.69   (feet)  ADJUSTED  
 BT1281  ___________________________________________________________________
 BT1281  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BT1281  DYNAMIC HT  -         119.855 (meters)     393.22  (feet)  COMP
 BT1281  MODELED GRAV-     979,451.9   (mgal)                       NAVD 88
 BT1281
 BT1281  VERT ORDER  -  SECOND    CLASS 0
 BT1281
 BT1281.The horizontal coordinates were scaled from a topographic map and have
 BT1281.an estimated accuracy of +/- 6 seconds.
 BT1281
 BT1281.The orthometric height was determined by differential leveling
 BT1281.and adjusted by the National Geodetic Survey in June 1991..
 BT1281
 BT1281.The geoid height was determined by GEOID03.
 BT1281
 BT1281.The dynamic height is computed by dividing the NAVD 88
 BT1281.geopotential number by the normal gravity value computed on the
 BT1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1281.degrees latitude (g = 980.6199 gals.).
 BT1281
 BT1281.The modeled gravity was interpolated from observed gravity values.
 BT1281
 BT1281;                    North         East    Units  Estimated Accuracy
 BT1281;SPC AL E     -   129,480.      229,710.      MT  (+/- 180 meters Scaled)
 BT1281
 BT1281                          SUPERSEDED SURVEY CONTROL
 BT1281
 BT1281  NGVD 29 (??/??/92)  120.031  (m)          393.80   (f) ADJ UNCH    2 0
 BT1281
 BT1281.Superseded values are not recommended for survey control.
 BT1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1281.See file dsdata.txt to determine how the superseded data were derived.
 BT1281
 BT1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA403045(NAD 83)
 BT1281_MARKER: DB = BENCH MARK DISK
 BT1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1281_STAMPING: D 146 1943
 BT1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1281+STABILITY: SURFACE MOTION
 BT1281
 BT1281  HISTORY     - Date     Condition        Report By
 BT1281  HISTORY     - 1943     MONUMENTED       CGS
 BT1281  HISTORY     - 1969     MARK NOT FOUND   USGS
 BT1281
 BT1281                          STATION DESCRIPTION
 BT1281
 BT1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT1281'0.8 MI NW FROM BLUE SPRINGS.
 BT1281'0.8 MILE NORTHWEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE
 BT1281'AT BLUE SPRINGS, BARBOUR COUNTY, AT A PRIVATE ENTRANCE TO A
 BT1281'FARM, 41 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 BT1281'28 FEET NORTHWEST OF THE CENTER LINE OF THE PRIVATE DRIVEWAY,
 BT1281'4 FEET WEST OF POWER-TRANSMISSION LINE POLE REA 10-65, 2.4 FEET
 BT1281'WEST OF A WIRE FENCE, AND 1 FOOT NORTH OF A WHITE WOODEN WITNESS
 BT1281'POST.  A STANDARD DISK, STAMPED D 146 1943 AND SET IN THE TOP
 BT1281'OF A CONCRETE POST.
 BT1281
 BT1281                          STATION RECOVERY (1969)
 BT1281
 BT1281'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 BT1281'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0952 ***********************************************************************
 BU0952  DESIGNATION -  D 148
 BU0952  PID         -  BU0952
 BU0952  STATE/COUNTY-  AL/CONECUH
 BU0952  USGS QUAD   -  CHINA (1981)
 BU0952
 BU0952                         *CURRENT SURVEY CONTROL
 BU0952  ___________________________________________________________________
 BU0952* NAD 83(1986)-  31 37 11.     (N)    087 00 55.     (W)     SCALED    
 BU0952* NAVD 88     -       149.586  (meters)     490.77   (feet)  ADJUSTED  
 BU0952  ___________________________________________________________________
 BU0952  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BU0952  DYNAMIC HT  -         149.402 (meters)     490.16  (feet)  COMP
 BU0952  MODELED GRAV-     979,406.9   (mgal)                       NAVD 88
 BU0952
 BU0952  VERT ORDER  -  SECOND    CLASS 0
 BU0952
 BU0952.The horizontal coordinates were scaled from a topographic map and have
 BU0952.an estimated accuracy of +/- 6 seconds.
 BU0952
 BU0952.The orthometric height was determined by differential leveling
 BU0952.and adjusted by the National Geodetic Survey in June 1991..
 BU0952
 BU0952.The geoid height was determined by GEOID03.
 BU0952
 BU0952.The dynamic height is computed by dividing the NAVD 88
 BU0952.geopotential number by the normal gravity value computed on the
 BU0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0952.degrees latitude (g = 980.6199 gals.).
 BU0952
 BU0952.The modeled gravity was interpolated from observed gravity values.
 BU0952
 BU0952;                    North         East    Units  Estimated Accuracy
 BU0952;SPC AL W     -   179,660.      645,990.      MT  (+/- 180 meters Scaled)
 BU0952
 BU0952                          SUPERSEDED SURVEY CONTROL
 BU0952
 BU0952  NGVD 29 (??/??/92)  149.566  (m)          490.70   (f) ADJ UNCH    2 0
 BU0952
 BU0952.Superseded values are not recommended for survey control.
 BU0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0952.See file dsdata.txt to determine how the superseded data were derived.
 BU0952
 BU0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV985982(NAD 83)
 BU0952_MARKER: DB = BENCH MARK DISK
 BU0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0952_STAMPING: D 148 1943
 BU0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0952+STABILITY: SURFACE MOTION
 BU0952
 BU0952  HISTORY     - Date     Condition        Report By
 BU0952  HISTORY     - 1943     MONUMENTED       CGS
 BU0952
 BU0952                          STATION DESCRIPTION
 BU0952
 BU0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0952'8.4 MI NW FROM OWASSA.
 BU0952'8.4 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 BU0952'OWASSA, CONECUH COUNTY, THENCE 4.5 MILES NORTHWEST ALONG STATE HIGHWAY
 BU0952'83.  2.1 MILES NORTHWEST OF A FORESTRY LOOKOUT TOWER, 185 FEET NORTH
 BU0952'OF THE TENANT HOUSE ON THE DR. STACY PROPERTY, 48 FEET SOUTHWEST OF
 BU0952'THE CENTER LINE OF THE HIGHWAY, 7 FEET SOUTHWEST OF A CULTIVATED FIELD
 BU0952'FENCE CORNER, AND 1.1 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST. A
 BU0952'STANDARD DISK, STAMPED D 148 1943 AND SET IN THE TOP OF A CONCRETE
 BU0952'POST PROJECTING 0.4 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1193 ***********************************************************************
 CM1193  DESIGNATION -  D 149
 CM1193  PID         -  CM1193
 CM1193  STATE/COUNTY-  AL/MACON
 CM1193  USGS QUAD   -  CHESSON (1981)
 CM1193
 CM1193                         *CURRENT SURVEY CONTROL
 CM1193  ___________________________________________________________________
 CM1193* NAD 83(1986)-  32 20 23.     (N)    085 58 28.     (W)     SCALED    
 CM1193* NAVD 88     -        62.798  (meters)     206.03   (feet)  ADJUSTED  
 CM1193  ___________________________________________________________________
 CM1193  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CM1193  DYNAMIC HT  -          62.726 (meters)     205.79  (feet)  COMP
 CM1193  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 CM1193
 CM1193  VERT ORDER  -  SECOND    CLASS 0
 CM1193
 CM1193.The horizontal coordinates were scaled from a topographic map and have
 CM1193.an estimated accuracy of +/- 6 seconds.
 CM1193
 CM1193.The orthometric height was determined by differential leveling
 CM1193.and adjusted by the National Geodetic Survey in June 1991..
 CM1193
 CM1193.The geoid height was determined by GEOID03.
 CM1193
 CM1193.The dynamic height is computed by dividing the NAVD 88
 CM1193.geopotential number by the normal gravity value computed on the
 CM1193.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1193.degrees latitude (g = 980.6199 gals.).
 CM1193
 CM1193.The modeled gravity was interpolated from observed gravity values.
 CM1193
 CM1193;                    North         East    Units  Estimated Accuracy
 CM1193;SPC AL E     -   203,980.      186,720.      MT  (+/- 180 meters Scaled)
 CM1193
 CM1193                          SUPERSEDED SURVEY CONTROL
 CM1193
 CM1193  NGVD 29 (??/??/92)   62.781  (m)          205.97   (f) ADJ UNCH    2 0
 CM1193
 CM1193.Superseded values are not recommended for survey control.
 CM1193.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1193.See file dsdata.txt to determine how the superseded data were derived.
 CM1193
 CM1193_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA965785(NAD 83)
 CM1193_MARKER: DB = BENCH MARK DISK
 CM1193_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1193_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1193_STAMPING: D 149 1943
 CM1193_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1193+STABILITY: SURFACE MOTION
 CM1193
 CM1193  HISTORY     - Date     Condition        Report By
 CM1193  HISTORY     - 1943     MONUMENTED       CGS
 CM1193
 CM1193                          STATION DESCRIPTION
 CM1193
 CM1193'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1193'3.5 MI N FROM CECIL.
 CM1193'3.5 MILES NORTH ALONG THE CECIL-WHITE CHURCH ROAD FROM THE POST
 CM1193'OFFICE AT CECIL, 0.4 MILE NORTH OF THE BRIDGE OVER LINE CREEK,
 CM1193'130.0 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A TENANT HOUSE WITH
 CM1193'A TIN ROOF, 73.0 FEET EAST OF CENTER-LINE OF THE ROAD, 3.1 FEET WEST
 CM1193'OF A MULBERRY TREE, 1.9 FEET EAST OF REFERENCE POST, A DISK SET IN
 CM1193'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1003 ***********************************************************************
 EF1003  DESIGNATION -  D 15
 EF1003  PID         -  EF1003
 EF1003  STATE/COUNTY-  AL/LAUDERDALE
 EF1003  USGS QUAD   -  KILLEN (1971)
 EF1003
 EF1003                         *CURRENT SURVEY CONTROL
 EF1003  ___________________________________________________________________
 EF1003* NAD 83(1986)-  34 51 44.     (N)    087 31 59.     (W)     SCALED    
 EF1003* NAVD 88     -       187.277  (meters)     614.42   (feet)  POSTED    
 EF1003  ___________________________________________________________________
 EF1003  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EF1003  DYNAMIC HT  -         187.100 (meters)     613.84  (feet)  COMP
 EF1003  MODELED GRAV-     979,678.6   (mgal)                       NAVD 88
 EF1003
 EF1003  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1003
 EF1003.The horizontal coordinates were scaled from a topographic map and have
 EF1003.an estimated accuracy of +/- 6 seconds.
 EF1003
 EF1003.The orthometric height was determined by differential leveling
 EF1003.and adjusted by the National Geodetic Survey in 1992..
 EF1003.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1003.rate of 0.0 thru 1.0 mm/km.
 EF1003
 EF1003.The geoid height was determined by GEOID03.
 EF1003
 EF1003.The dynamic height is computed by dividing the NAVD 88
 EF1003.geopotential number by the normal gravity value computed on the
 EF1003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1003.degrees latitude (g = 980.6199 gals.).
 EF1003
 EF1003.The modeled gravity was interpolated from observed gravity values.
 EF1003
 EF1003;                    North         East    Units  Estimated Accuracy
 EF1003;SPC AL W     -   539,160.      596,980.      MT  (+/- 180 meters Scaled)
 EF1003
 EF1003                          SUPERSEDED SURVEY CONTROL
 EF1003
 EF1003  NGVD 29 (??/??/92)  187.232  (m)          614.28   (f) ADJ UNCH    1 2
 EF1003
 EF1003.Superseded values are not recommended for survey control.
 EF1003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1003.See file dsdata.txt to determine how the superseded data were derived.
 EF1003
 EF1003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD512578(NAD 83)
 EF1003_MARKER: DB = BENCH MARK DISK
 EF1003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF1003_SP_SET: CONCRETE FLOOR
 EF1003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1003
 EF1003  HISTORY     - Date     Condition        Report By
 EF1003  HISTORY     - UNK      MONUMENTED       CGS
 EF1003  HISTORY     - 1933     GOOD             NGS
 EF1003  HISTORY     - 1950     GOOD             TVA
 EF1003
 EF1003                          STATION DESCRIPTION
 EF1003
 EF1003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1003'IN KILLEN.
 EF1003'LOCATED ON THE FRONT PORCH OF MRS. J. B. MCPETERS STORE IN KILLEN
 EF1003'(ALSO A GULF FILLING STATION) B.M. IS SET IN THE N.E. CORNER OF THE
 EF1003'PORCH FLOOR 6 INCHES NORTH OF THE SOUTH WALL OF THE BUILDING.
 EF1003
 EF1003                          STATION RECOVERY (1950)
 EF1003
 EF1003'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0586 ***********************************************************************
 CM0586  DESIGNATION -  D 150
 CM0586  PID         -  CM0586
 CM0586  STATE/COUNTY-  AL/LEE
 CM0586  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM0586
 CM0586                         *CURRENT SURVEY CONTROL
 CM0586  ___________________________________________________________________
 CM0586* NAD 83(1986)-  32 35 10.     (N)    085 22 14.     (W)     SCALED    
 CM0586* NAVD 88     -       208.978  (meters)     685.62   (feet)  ADJUSTED  
 CM0586  ___________________________________________________________________
 CM0586  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CM0586  DYNAMIC HT  -         208.731 (meters)     684.81  (feet)  COMP
 CM0586  MODELED GRAV-     979,451.3   (mgal)                       NAVD 88
 CM0586
 CM0586  VERT ORDER  -  SECOND    CLASS 0
 CM0586
 CM0586.The horizontal coordinates were scaled from a topographic map and have
 CM0586.an estimated accuracy of +/- 6 seconds.
 CM0586
 CM0586.The orthometric height was determined by differential leveling
 CM0586.and adjusted by the National Geodetic Survey in June 1991..
 CM0586
 CM0586.The geoid height was determined by GEOID03.
 CM0586
 CM0586.The dynamic height is computed by dividing the NAVD 88
 CM0586.geopotential number by the normal gravity value computed on the
 CM0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0586.degrees latitude (g = 980.6199 gals.).
 CM0586
 CM0586.The modeled gravity was interpolated from observed gravity values.
 CM0586
 CM0586;                    North         East    Units  Estimated Accuracy
 CM0586;SPC AL E     -   231,390.      243,450.      MT  (+/- 180 meters Scaled)
 CM0586
 CM0586                          SUPERSEDED SURVEY CONTROL
 CM0586
 CM0586  NGVD 29 (??/??/92)  208.944  (m)          685.51   (f) ADJ UNCH    2 0
 CM0586
 CM0586.Superseded values are not recommended for survey control.
 CM0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0586.See file dsdata.txt to determine how the superseded data were derived.
 CM0586
 CM0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB529065(NAD 83)
 CM0586_MARKER: DB = BENCH MARK DISK
 CM0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0586_STAMPING: D 150 1943
 CM0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0586+STABILITY: SURFACE MOTION
 CM0586
 CM0586  HISTORY     - Date     Condition        Report By
 CM0586  HISTORY     - 1943     MONUMENTED       CGS
 CM0586  HISTORY     - 1952     GOOD             NGS
 CM0586
 CM0586                          STATION DESCRIPTION
 CM0586
 CM0586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0586'4.2 MI S FROM OPELIKA.
 CM0586'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 CM0586'AT OPELIKA, ABOUT 1.2 MILES NORTH OF A GRAVEL CROSSROAD, ALONG
 CM0586'THE WEST SIDE OF A PECAN ORCHARD, AT A LARGE 1-STORY WHITE FRAME
 CM0586'HOUSE, 45 FEET EAST OF CENTER LINE OF HIGHWAY, 67 FEET WEST-SOUTHWEST
 CM0586'OF SOUTHWEST CORNER OF HOUSE, 11 FEET EAST OF A FENCE CORNER, 2
 CM0586'FEET NORTH OF A FENCE LINE, ABOUT 2 FEET ABOVE HIGHWAY AND SET IN
 CM0586'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0071 ***********************************************************************
 BV0071  DESIGNATION -  D 151
 BV0071  PID         -  BV0071
 BV0071  STATE/COUNTY-  AL/CLARKE
 BV0071  USGS QUAD   -  COFFEEVILLE (1981)
 BV0071
 BV0071                         *CURRENT SURVEY CONTROL
 BV0071  ___________________________________________________________________
 BV0071* NAD 83(1986)-  31 51 14.     (N)    088 06 35.     (W)     SCALED    
 BV0071* NAVD 88     -        61.680  (meters)     202.36   (feet)  ADJUSTED  
 BV0071  ___________________________________________________________________
 BV0071  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BV0071  DYNAMIC HT  -          61.607 (meters)     202.12  (feet)  COMP
 BV0071  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 BV0071
 BV0071  VERT ORDER  -  SECOND    CLASS 0
 BV0071
 BV0071.The horizontal coordinates were scaled from a topographic map and have
 BV0071.an estimated accuracy of +/- 6 seconds.
 BV0071
 BV0071.The orthometric height was determined by differential leveling
 BV0071.and adjusted by the National Geodetic Survey in June 1991..
 BV0071
 BV0071.The geoid height was determined by GEOID03.
 BV0071
 BV0071.The dynamic height is computed by dividing the NAVD 88
 BV0071.geopotential number by the normal gravity value computed on the
 BV0071.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0071.degrees latitude (g = 980.6199 gals.).
 BV0071
 BV0071.The modeled gravity was interpolated from observed gravity values.
 BV0071
 BV0071;                    North         East    Units  Estimated Accuracy
 BV0071;SPC AL W     -   205,690.      542,300.      MT  (+/- 180 meters Scaled)
 BV0071
 BV0071                          SUPERSEDED SURVEY CONTROL
 BV0071
 BV0071  NGVD 29 (??/??/92)   61.667  (m)          202.32   (f) ADJ UNCH    2 0
 BV0071
 BV0071.Superseded values are not recommended for survey control.
 BV0071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0071.See file dsdata.txt to determine how the superseded data were derived.
 BV0071
 BV0071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA950247(NAD 83)
 BV0071_MARKER: DB = BENCH MARK DISK
 BV0071_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0071_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0071_STAMPING: D-151 1943
 BV0071_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0071+STABILITY: SURFACE MOTION
 BV0071
 BV0071  HISTORY     - Date     Condition        Report By
 BV0071  HISTORY     - 1943     MONUMENTED       CGS
 BV0071  HISTORY     - 1971     MARK NOT FOUND   USGS
 BV0071
 BV0071                          STATION DESCRIPTION
 BV0071
 BV0071'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0071'7.9 MI NW FROM COFFEEVILLE.
 BV0071'7.9 MILES NORTHWEST ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE
 BV0071'AT COFFEEVILLE, SET IN THE NORTH QUARTER OF THE ROAD CROSSING, 30.7
 BV0071'FEET NORTHWEST OF THE CENTER-LINE OF THE MAIN ROAD, 20 FEET NORTH OF
 BV0071'THE CENTER-LINE OF THE SIDE ROAD LEADING WEST, 2.6 FEET SOUTH OF THE
 BV0071'FENCE, 1.0 FOOT SOUTHEAST OF REFERENCE POST.  BENCH MARK DISK SET IN
 BV0071'TOP OF CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 BV0071
 BV0071                          STATION RECOVERY (1971)
 BV0071
 BV0071'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BV0071'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2450 ***********************************************************************
 CN2450  DESIGNATION -  D 152
 CN2450  PID         -  CN2450
 CN2450  STATE/COUNTY-  AL/MARENGO
 CN2450  USGS QUAD   -  MYRTLEWOOD SOUTH (1978)
 CN2450
 CN2450                         *CURRENT SURVEY CONTROL
 CN2450  ___________________________________________________________________
 CN2450* NAD 83(1986)-  32 08 36.     (N)    087 58 58.     (W)     SCALED    
 CN2450* NAVD 88     -        26.282  (meters)      86.23   (feet)  ADJUSTED  
 CN2450  ___________________________________________________________________
 CN2450  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 CN2450  DYNAMIC HT  -          26.252 (meters)      86.13  (feet)  COMP
 CN2450  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CN2450
 CN2450  VERT ORDER  -  SECOND    CLASS 0
 CN2450
 CN2450.The horizontal coordinates were scaled from a topographic map and have
 CN2450.an estimated accuracy of +/- 6 seconds.
 CN2450
 CN2450.The orthometric height was determined by differential leveling
 CN2450.and adjusted by the National Geodetic Survey in June 1991..
 CN2450
 CN2450.The geoid height was determined by GEOID03.
 CN2450
 CN2450.The dynamic height is computed by dividing the NAVD 88
 CN2450.geopotential number by the normal gravity value computed on the
 CN2450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2450.degrees latitude (g = 980.6199 gals.).
 CN2450
 CN2450.The modeled gravity was interpolated from observed gravity values.
 CN2450
 CN2450;                    North         East    Units  Estimated Accuracy
 CN2450;SPC AL W     -   237,720.      554,460.      MT  (+/- 180 meters Scaled)
 CN2450
 CN2450                          SUPERSEDED SURVEY CONTROL
 CN2450
 CN2450  NGVD 29 (??/??/92)   26.262  (m)           86.16   (f) ADJ UNCH    2 0
 CN2450
 CN2450.Superseded values are not recommended for survey control.
 CN2450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2450.See file dsdata.txt to determine how the superseded data were derived.
 CN2450
 CN2450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA073567(NAD 83)
 CN2450_MARKER: DB = BENCH MARK DISK
 CN2450_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN2450_SP_SET: BRIDGE
 CN2450_STAMPING: D 152 1943
 CN2450_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2450
 CN2450  HISTORY     - Date     Condition        Report By
 CN2450  HISTORY     - 1943     MONUMENTED       CGS
 CN2450
 CN2450                          STATION DESCRIPTION
 CN2450
 CN2450'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2450'3.5 MI N FROM NANAFALIA.
 CN2450'1.2 MILES WEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 CN2450'NANAFALIA, MARENGO COUNTY, 2.3 MILES NORTH ALONG STATE HIGHWAY 79. AT
 CN2450'THE NORTHEAST ONE OF TWO LARGE CONCRETE BRIDGES, IN THE NORTHEAST
 CN2450'CORNER OF THE NORTHWEST CURBING OF THE BRIDGE, 11 FEET NORTHWEST OF
 CN2450'THE CENTER LINE OF THE HIGHWAY, 2.7 FEET SOUTHWEST OF THE NORTHEAST
 CN2450'END OF THE CURB, AND 0.9 FOOT HIGHER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0155 ***********************************************************************
 BU0155  DESIGNATION -  D 153
 BU0155  PID         -  BU0155
 BU0155  STATE/COUNTY-  AL/CRENSHAW
 BU0155  USGS QUAD   -  MOODYS CROSSROADS (1971)
 BU0155
 BU0155                         *CURRENT SURVEY CONTROL
 BU0155  ___________________________________________________________________
 BU0155* NAD 83(1986)-  31 44 07.     (N)    086 23 44.     (W)     SCALED    
 BU0155* NAVD 88     -       108.504  (meters)     355.98   (feet)  ADJUSTED  
 BU0155  ___________________________________________________________________
 BU0155  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BU0155  DYNAMIC HT  -         108.374 (meters)     355.56  (feet)  COMP
 BU0155  MODELED GRAV-     979,446.5   (mgal)                       NAVD 88
 BU0155
 BU0155  VERT ORDER  -  SECOND    CLASS 0
 BU0155
 BU0155.The horizontal coordinates were scaled from a topographic map and have
 BU0155.an estimated accuracy of +/- 6 seconds.
 BU0155
 BU0155.The orthometric height was determined by differential leveling
 BU0155.and adjusted by the National Geodetic Survey in June 1991..
 BU0155
 BU0155.The geoid height was determined by GEOID03.
 BU0155
 BU0155.The dynamic height is computed by dividing the NAVD 88
 BU0155.geopotential number by the normal gravity value computed on the
 BU0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0155.degrees latitude (g = 980.6199 gals.).
 BU0155
 BU0155.The modeled gravity was interpolated from observed gravity values.
 BU0155
 BU0155;                    North         East    Units  Estimated Accuracy
 BU0155;SPC AL E     -   137,090.      146,720.      MT  (+/- 180 meters Scaled)
 BU0155
 BU0155                          SUPERSEDED SURVEY CONTROL
 BU0155
 BU0155  NGVD 29 (??/??/92)  108.492  (m)          355.94   (f) ADJ UNCH    2 0
 BU0155
 BU0155.Superseded values are not recommended for survey control.
 BU0155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0155.See file dsdata.txt to determine how the superseded data were derived.
 BU0155
 BU0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA572112(NAD 83)
 BU0155_MARKER: DB = BENCH MARK DISK
 BU0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0155_STAMPING: D 153 1943
 BU0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0155+STABILITY: SURFACE MOTION
 BU0155
 BU0155  HISTORY     - Date     Condition        Report By
 BU0155  HISTORY     - 1943     MONUMENTED       CGS
 BU0155
 BU0155                          STATION DESCRIPTION
 BU0155
 BU0155'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0155'8.4 MI W FROM LUVERNE.
 BU0155'8.4 MILES WEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT LUVERNE,
 BU0155'CRENSHAW COUNTY, AT A WHITE FARMHOUSE, AT THE NORTHEAST CORNER OF THE
 BU0155'FARMYARD, AT THE JUNCTION OF A PRIVATE ROAD LEADING WEST, 51 FEET
 BU0155'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 30 FEET SOUTHEAST OF THE
 BU0155'CENTER LINE OF THE PRIVATE ROAD, 4.4 FEET SOUTHWEST OF THE FENCE
 BU0155'CORNER, 2 FEET WEST OF THE FENCE, AND 1.3 FEET NORTH OF A WHITE WOODEN
 BU0155'WITNESS POST.  A STANDARD DISK, STAMPED D 153 1943 AND SET IN THE TOP
 BU0155'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0831 ***********************************************************************
 CM0831  DESIGNATION -  D 156
 CM0831  PID         -  CM0831
 CM0831  STATE/COUNTY-  AL/RUSSELL
 CM0831  USGS QUAD   -  TWIN SPRINGS (1985)
 CM0831
 CM0831                         *CURRENT SURVEY CONTROL
 CM0831  ___________________________________________________________________
 CM0831* NAD 83(1986)-  32 05 31.     (N)    085 04 54.     (W)     SCALED    
 CM0831* NAVD 88     -        84.233  (meters)     276.35   (feet)  ADJUSTED  
 CM0831  ___________________________________________________________________
 CM0831  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 CM0831  DYNAMIC HT  -          84.136 (meters)     276.04  (feet)  COMP
 CM0831  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CM0831
 CM0831  VERT ORDER  -  SECOND    CLASS 0
 CM0831
 CM0831.The horizontal coordinates were scaled from a topographic map and have
 CM0831.an estimated accuracy of +/- 6 seconds.
 CM0831
 CM0831.The orthometric height was determined by differential leveling
 CM0831.and adjusted by the National Geodetic Survey in June 1991..
 CM0831
 CM0831.The geoid height was determined by GEOID03.
 CM0831
 CM0831.The dynamic height is computed by dividing the NAVD 88
 CM0831.geopotential number by the normal gravity value computed on the
 CM0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0831.degrees latitude (g = 980.6199 gals.).
 CM0831
 CM0831.The modeled gravity was interpolated from observed gravity values.
 CM0831
 CM0831;                    North         East    Units  Estimated Accuracy
 CM0831;SPC AL E     -   176,750.      270,950.      MT  (+/- 180 meters Scaled)
 CM0831
 CM0831                          SUPERSEDED SURVEY CONTROL
 CM0831
 CM0831  NGVD 29 (??/??/92)   84.268  (m)          276.47   (f) ADJ UNCH    2 0
 CM0831
 CM0831.Superseded values are not recommended for survey control.
 CM0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0831.See file dsdata.txt to determine how the superseded data were derived.
 CM0831
 CM0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA810522(NAD 83)
 CM0831_MARKER: DB = BENCH MARK DISK
 CM0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0831_STAMPING: D 156 1943
 CM0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0831+STABILITY: SURFACE MOTION
 CM0831_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CM0831+SATELLITE: SATELLITE OBSERVATIONS - October 15, 2003
 CM0831
 CM0831  HISTORY     - Date     Condition        Report By
 CM0831  HISTORY     - 1943     MONUMENTED       CGS
 CM0831  HISTORY     - 1952     GOOD             NGS
 CM0831  HISTORY     - 20031015 GOOD             INDIV
 CM0831
 CM0831                          STATION DESCRIPTION
 CM0831
 CM0831'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0831'3.7 MI S FROM COTTONTON.
 CM0831'ABOUT 3.7 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 CM0831'AT COTTONTON, AT MT. MORIAH CHURCH, 0.8 FOOT SOUTH OF SOUTH FACE
 CM0831'OF CONCRETE AND BRICK STEPS TO CHURCH, 0.8 FOOT EAST OF EAST FACE
 CM0831'OF CHURCH BUILDING, 68 FEET WEST OF CENTER LINE OF ROAD, 12 FEET
 CM0831'NORTH OF SOUTHEAST CORNER OF CHURCH BUILDING AND SET IN THE TOP OF
 CM0831'A CONCRETE POST PROJECTING 6 INCHES.
 CM0831
 CM0831                          STATION RECOVERY (2003)
 CM0831
 CM0831'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 CM0831'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0588 ***********************************************************************
 BT0588  DESIGNATION -  D 157
 BT0588  PID         -  BT0588
 BT0588  STATE/COUNTY-  AL/HENRY
 BT0588  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT0588
 BT0588                         *CURRENT SURVEY CONTROL
 BT0588  ___________________________________________________________________
 BT0588* NAD 83(1986)-  31 40 38.     (N)    085 16 08.     (W)     SCALED    
 BT0588* NAVD 88     -       158.471  (meters)     519.92   (feet)  ADJUSTED  
 BT0588  ___________________________________________________________________
 BT0588  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BT0588  DYNAMIC HT  -         158.282 (meters)     519.30  (feet)  COMP
 BT0588  MODELED GRAV-     979,448.3   (mgal)                       NAVD 88
 BT0588
 BT0588  VERT ORDER  -  SECOND    CLASS 0
 BT0588
 BT0588.The horizontal coordinates were scaled from a topographic map and have
 BT0588.an estimated accuracy of +/- 6 seconds.
 BT0588
 BT0588.The orthometric height was determined by differential leveling
 BT0588.and adjusted by the National Geodetic Survey in June 1991..
 BT0588
 BT0588.The geoid height was determined by GEOID03.
 BT0588
 BT0588.The dynamic height is computed by dividing the NAVD 88
 BT0588.geopotential number by the normal gravity value computed on the
 BT0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0588.degrees latitude (g = 980.6199 gals.).
 BT0588
 BT0588.The modeled gravity was interpolated from observed gravity values.
 BT0588
 BT0588;                    North         East    Units  Estimated Accuracy
 BT0588;SPC AL E     -   130,650.      253,520.      MT  (+/- 180 meters Scaled)
 BT0588
 BT0588                          SUPERSEDED SURVEY CONTROL
 BT0588
 BT0588  NGVD 29 (??/??/92)  158.527  (m)          520.10   (f) ADJ UNCH    2 0
 BT0588
 BT0588.Superseded values are not recommended for survey control.
 BT0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0588.See file dsdata.txt to determine how the superseded data were derived.
 BT0588
 BT0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA640059(NAD 83)
 BT0588_MARKER: DB = BENCH MARK DISK
 BT0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0588_STAMPING: D 157 1943
 BT0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0588+STABILITY: SURFACE MOTION
 BT0588
 BT0588  HISTORY     - Date     Condition        Report By
 BT0588  HISTORY     - 1943     MONUMENTED       CGS
 BT0588
 BT0588                          STATION DESCRIPTION
 BT0588
 BT0588'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT0588'8.5 MI N FROM ABBEVILLE.
 BT0588'8.5 MILES NORTH OF THE COUNTY COURTHOUSE AT ABBEVILLE, ALONG U.S.
 BT0588'HIGHWAY NO. 241, SET NEAR A SMALL FRAME HOUSE, 48 FEET EAST OF THE
 BT0588'CENTER-LINE OF THE U.S. HIGHWAY, 29 FEET SOUTH OF THE SOUTHWEST
 BT0588'CORNER OF THE FRAME HOUSE, 6 FEET EAST OF A CORNER FENCE POST,
 BT0588'1 FOOT WEST OF REFERENCE POST, BENCH MARK DISK SET IN TOP OF
 BT0588'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0285 ***********************************************************************
 CO0285  DESIGNATION -  D 158
 CO0285  PID         -  CO0285
 CO0285  STATE/COUNTY-  AL/SUMTER
 CO0285  USGS QUAD   -  COATOPA (1986)
 CO0285
 CO0285                         *CURRENT SURVEY CONTROL
 CO0285  ___________________________________________________________________
 CO0285* NAD 83(1986)-  32 29 06.     (N)    088 03 05.     (W)     SCALED    
 CO0285* NAVD 88     -        49.903  (meters)     163.72   (feet)  ADJUSTED  
 CO0285  ___________________________________________________________________
 CO0285  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CO0285  DYNAMIC HT  -          49.845 (meters)     163.53  (feet)  COMP
 CO0285  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 CO0285
 CO0285  VERT ORDER  -  FIRST     CLASS I
 CO0285
 CO0285.The horizontal coordinates were scaled from a topographic map and have
 CO0285.an estimated accuracy of +/- 6 seconds.
 CO0285
 CO0285.The orthometric height was determined by differential leveling
 CO0285.and adjusted by the National Geodetic Survey in June 1991..
 CO0285
 CO0285.The geoid height was determined by GEOID03.
 CO0285
 CO0285.The dynamic height is computed by dividing the NAVD 88
 CO0285.geopotential number by the normal gravity value computed on the
 CO0285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0285.degrees latitude (g = 980.6199 gals.).
 CO0285
 CO0285.The modeled gravity was interpolated from observed gravity values.
 CO0285
 CO0285;                    North         East    Units  Estimated Accuracy
 CO0285;SPC AL W     -   275,640.      548,180.      MT  (+/- 180 meters Scaled)
 CO0285
 CO0285                          SUPERSEDED SURVEY CONTROL
 CO0285
 CO0285  NGVD 29 (??/??/??)   49.887  (m)          163.67   (f) ADJUSTED    1 1
 CO0285
 CO0285.Superseded values are not recommended for survey control.
 CO0285.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0285.See file dsdata.txt to determine how the superseded data were derived.
 CO0285
 CO0285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA012946(NAD 83)
 CO0285_MARKER: DB = BENCH MARK DISK
 CO0285_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0285_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0285_STAMPING: D 158 1943
 CO0285_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0285+STABILITY: SURFACE MOTION
 CO0285
 CO0285  HISTORY     - Date     Condition        Report By
 CO0285  HISTORY     - 1943     MONUMENTED       CGS
 CO0285  HISTORY     - 1968     GOOD             NGS
 CO0285
 CO0285                          STATION DESCRIPTION
 CO0285
 CO0285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CO0285'1.25 MI E FROM COATOPA.
 CO0285'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 CO0285'AT COATOPA, THENCE 1.1 MILES EAST ALONG COUNTY ROAD 23, IN SECTION 35,
 CO0285'T 18 N, R 1 W, 0.3 MILE EAST OF THE CROSSING OF THE ROAD AND AN
 CO0285'OVERHEAD POWER LINE, 0.2 MILE WEST OF A FRAME HOUSE WHICH IS LOCATED
 CO0285'ON A KNOLL 114 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 23 FEET SOUTH
 CO0285'OF THE CENTERLINE OF AN ABANDONED RAILROAD GRADE, 214 FEET EAST OF A
 CO0285'FENCE, 73 FEET SOUTH OF A FENCE, 181 FEET WEST OF A 14-INCH CEDAR
 CO0285'TREE, 42 1/2 FEET SOUTHEAST OF A 5-INCH CEDAR TREE, 1.5 FEET EAST OF A
 CO0285'METAL WITNESS POST, ABOUT LEVEL WITH THE COUNTY ROAD, AND SET IN THE
 CO0285'TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0058 ***********************************************************************
 CO0058  DESIGNATION -  D 159
 CO0058  PID         -  CO0058
 CO0058  STATE/COUNTY-  AL/SUMTER
 CO0058  USGS QUAD   -  BOYD (1987)
 CO0058
 CO0058                         *CURRENT SURVEY CONTROL
 CO0058  ___________________________________________________________________
 CO0058* NAD 83(1986)-  32 31 09.     (N)    088 15 17.     (W)     SCALED    
 CO0058* NAVD 88     -        42.477  (meters)     139.36   (feet)  ADJUSTED  
 CO0058  ___________________________________________________________________
 CO0058  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CO0058  DYNAMIC HT  -          42.428 (meters)     139.20  (feet)  COMP
 CO0058  MODELED GRAV-     979,483.2   (mgal)                       NAVD 88
 CO0058
 CO0058  VERT ORDER  -  FIRST     CLASS II
 CO0058
 CO0058.The horizontal coordinates were scaled from a topographic map and have
 CO0058.an estimated accuracy of +/- 6 seconds.
 CO0058
 CO0058.The orthometric height was determined by differential leveling
 CO0058.and adjusted by the National Geodetic Survey in June 1991..
 CO0058
 CO0058.The geoid height was determined by GEOID03.
 CO0058
 CO0058.The dynamic height is computed by dividing the NAVD 88
 CO0058.geopotential number by the normal gravity value computed on the
 CO0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0058.degrees latitude (g = 980.6199 gals.).
 CO0058
 CO0058.The modeled gravity was interpolated from observed gravity values.
 CO0058
 CO0058;                    North         East    Units  Estimated Accuracy
 CO0058;SPC AL W     -   279,540.      529,090.      MT  (+/- 180 meters Scaled)
 CO0058
 CO0058                          SUPERSEDED SURVEY CONTROL
 CO0058
 CO0058  NGVD 29 (??/??/92)   42.444  (m)          139.25   (f) ADJ UNCH    1 2
 CO0058
 CO0058.Superseded values are not recommended for survey control.
 CO0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0058.See file dsdata.txt to determine how the superseded data were derived.
 CO0058
 CO0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA821986(NAD 83)
 CO0058_MARKER: DB = BENCH MARK DISK
 CO0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0058_STAMPING: D 159 1944
 CO0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0058+STABILITY: SURFACE MOTION
 CO0058
 CO0058  HISTORY     - Date     Condition        Report By
 CO0058  HISTORY     - 1944     MONUMENTED       CGS
 CO0058
 CO0058                          STATION DESCRIPTION
 CO0058
 CO0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CO0058'3.4 MI NE FROM YORK.
 CO0058'3.4 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CO0058'YORK, SUMTER COUNTY, 525 FEET NORTHEAST OF MILEPOST 265, 0.15 MILE
 CO0058'SOUTHWEST OF A DIRT-ROAD CROSSING, 30.8 FEET NORTHWEST OF THE
 CO0058'CENTERLINE OF THE TRACK, 2 FEET EAST OF A POLE, 3 FEET NORTHWEST OF A
 CO0058'WHITE WOODEN WITNESS POST, AND 2 FEET LOWER THAN THE TRACK.  A
 CO0058'STANDARD DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 CO0058'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1307 ***********************************************************************
 BU1307  DESIGNATION -  D 16
 BU1307  PID         -  BU1307
 BU1307  STATE/COUNTY-  AL/CONECUH
 BU1307  USGS QUAD   -  REPTON (1986)
 BU1307
 BU1307                         *CURRENT SURVEY CONTROL
 BU1307  ___________________________________________________________________
 BU1307* NAD 83(1986)-  31 29 36.     (N)    087 14 56.     (W)     SCALED    
 BU1307* NAVD 88     -        75.585  (meters)     247.98   (feet)  ADJUSTED  
 BU1307  ___________________________________________________________________
 BU1307  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU1307  DYNAMIC HT  -          75.492 (meters)     247.68  (feet)  COMP
 BU1307  MODELED GRAV-     979,408.7   (mgal)                       NAVD 88
 BU1307
 BU1307  VERT ORDER  -  SECOND    CLASS 0
 BU1307
 BU1307.The horizontal coordinates were scaled from a topographic map and have
 BU1307.an estimated accuracy of +/- 6 seconds.
 BU1307
 BU1307.The orthometric height was determined by differential leveling
 BU1307.and adjusted by the National Geodetic Survey in June 1991..
 BU1307
 BU1307.The geoid height was determined by GEOID03.
 BU1307
 BU1307.The dynamic height is computed by dividing the NAVD 88
 BU1307.geopotential number by the normal gravity value computed on the
 BU1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1307.degrees latitude (g = 980.6199 gals.).
 BU1307
 BU1307.The modeled gravity was interpolated from observed gravity values.
 BU1307
 BU1307;                    North         East    Units  Estimated Accuracy
 BU1307;SPC AL W     -   165,580.      623,860.      MT  (+/- 180 meters Scaled)
 BU1307
 BU1307                          SUPERSEDED SURVEY CONTROL
 BU1307
 BU1307  NGVD 29 (??/??/92)   75.569  (m)          247.93   (f) ADJ UNCH    2 0
 BU1307
 BU1307.Superseded values are not recommended for survey control.
 BU1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1307.See file dsdata.txt to determine how the superseded data were derived.
 BU1307
 BU1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV763843(NAD 83)
 BU1307_MARKER: DB = BENCH MARK DISK
 BU1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1307_STAMPING: D 16 1934
 BU1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1307+STABILITY: SURFACE MOTION
 BU1307
 BU1307  HISTORY     - Date     Condition        Report By
 BU1307  HISTORY     - 1934     MONUMENTED       CGS
 BU1307
 BU1307                          STATION DESCRIPTION
 BU1307
 BU1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU1307'6.2 MI N FROM REPTON.
 BU1307'IN MONROE COUNTY, 6.2 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE
 BU1307'RAILROAD FROM THE STATION AT REPTON, CONECUH COUNTY, 11 RAILS NORTH OF
 BU1307'A ROAD CROSSING, 77 YARDS NORTH OF MILEPOST 643, 47 FEET EAST OF THE
 BU1307'CENTER LINE OF THE TRACK, AND 1 FOOT WEST OF THE RIGHT-OF-WAY FENCE. A
 BU1307'STANDARD DISK, STAMPED D 16 1934 AND SET IN THE TOP OF A CONCRETE
 BU1307'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2589 ***********************************************************************
 CN2589  DESIGNATION -  D 160
 CN2589  PID         -  CN2589
 CN2589  STATE/COUNTY-  AL/GREENE
 CN2589  USGS QUAD   -  EUTAW (1980)
 CN2589
 CN2589                         *CURRENT SURVEY CONTROL
 CN2589  ___________________________________________________________________
 CN2589* NAD 83(1986)-  32 46 45.     (N)    087 59 21.     (W)     SCALED    
 CN2589* NAVD 88     -        47.236  (meters)     154.97   (feet)  ADJUSTED  
 CN2589  ___________________________________________________________________
 CN2589  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CN2589  DYNAMIC HT  -          47.183 (meters)     154.80  (feet)  COMP
 CN2589  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 CN2589
 CN2589  VERT ORDER  -  FIRST     CLASS II
 CN2589
 CN2589.The horizontal coordinates were scaled from a topographic map and have
 CN2589.an estimated accuracy of +/- 6 seconds.
 CN2589
 CN2589.The orthometric height was determined by differential leveling
 CN2589.and adjusted by the National Geodetic Survey in June 1991..
 CN2589
 CN2589.The geoid height was determined by GEOID03.
 CN2589
 CN2589.The dynamic height is computed by dividing the NAVD 88
 CN2589.geopotential number by the normal gravity value computed on the
 CN2589.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2589.degrees latitude (g = 980.6199 gals.).
 CN2589
 CN2589.The modeled gravity was interpolated from observed gravity values.
 CN2589
 CN2589;                    North         East    Units  Estimated Accuracy
 CN2589;SPC AL W     -   308,230.      554,180.      MT  (+/- 180 meters Scaled)
 CN2589
 CN2589                          SUPERSEDED SURVEY CONTROL
 CN2589
 CN2589  NGVD 29 (??/??/92)   47.208  (m)          154.88   (f) ADJ UNCH    1 2
 CN2589
 CN2589.Superseded values are not recommended for survey control.
 CN2589.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2589.See file dsdata.txt to determine how the superseded data were derived.
 CN2589
 CN2589_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB073272(NAD 83)
 CN2589_MARKER: DB = BENCH MARK DISK
 CN2589_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2589_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2589_STAMPING: D 160 1944
 CN2589_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2589+STABILITY: SURFACE MOTION
 CN2589
 CN2589  HISTORY     - Date     Condition        Report By
 CN2589  HISTORY     - 1944     MONUMENTED       CGS
 CN2589  HISTORY     - 1976     MARK NOT FOUND   USGS
 CN2589
 CN2589                          STATION DESCRIPTION
 CN2589
 CN2589'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CN2589'2.9 MI NE FROM BOLIGEE.
 CN2589'2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN2589'BOLIGEE, GREENE COUNTY, 108 FEET SOUTHWEST OF MILEPOST 240, AT A
 CN2589'DIRT-ROAD CROSSING, 43.7 FEET NORTHWEST OF THE CENTERLINE OF THE
 CN2589'TRACK, 19 FEET NORTHWEST OF THE CENTERLINE OF THE ROAD, 2 FEET
 CN2589'SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 2.7 FEET NORTHEAST OF A WHITE
 CN2589'WOODEN WITNESS POST, AND 1 FOOT LOWER THAN THE TRACK.  A STANDARD
 CN2589'DISK, SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 CN2589'GROUND.
 CN2589
 CN2589                          STATION RECOVERY (1976)
 CN2589
 CN2589'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CN2589'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2187 ***********************************************************************
 DH2187  DESIGNATION -  D 161
 DH2187  PID         -  DH2187
 DH2187  STATE/COUNTY-  AL/HALE
 DH2187  USGS QUAD   -  FOSTERS (1978)
 DH2187
 DH2187                         *CURRENT SURVEY CONTROL
 DH2187  ___________________________________________________________________
 DH2187* NAD 83(1986)-  33 00 01.     (N)    087 37 44.     (W)     SCALED    
 DH2187* NAVD 88     -        50.588  (meters)     165.97   (feet)  ADJUSTED  
 DH2187  ___________________________________________________________________
 DH2187  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DH2187  DYNAMIC HT  -          50.531 (meters)     165.78  (feet)  COMP
 DH2187  MODELED GRAV-     979,522.4   (mgal)                       NAVD 88
 DH2187
 DH2187  VERT ORDER  -  FIRST     CLASS II
 DH2187
 DH2187.The horizontal coordinates were scaled from a topographic map and have
 DH2187.an estimated accuracy of +/- 6 seconds.
 DH2187
 DH2187.The orthometric height was determined by differential leveling
 DH2187.and adjusted by the National Geodetic Survey in June 1991..
 DH2187
 DH2187.The geoid height was determined by GEOID03.
 DH2187
 DH2187.The dynamic height is computed by dividing the NAVD 88
 DH2187.geopotential number by the normal gravity value computed on the
 DH2187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2187.degrees latitude (g = 980.6199 gals.).
 DH2187
 DH2187.The modeled gravity was interpolated from observed gravity values.
 DH2187
 DH2187;                    North         East    Units  Estimated Accuracy
 DH2187;SPC AL W     -   332,650.      587,960.      MT  (+/- 180 meters Scaled)
 DH2187
 DH2187                          SUPERSEDED SURVEY CONTROL
 DH2187
 DH2187  NGVD 29 (??/??/92)   50.55   (m)          165.8    (f) COMPUTED    1 2
 DH2187
 DH2187.Superseded values are not recommended for survey control.
 DH2187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2187.See file dsdata.txt to determine how the superseded data were derived.
 DH2187
 DH2187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB412514(NAD 83)
 DH2187_MARKER: DB = BENCH MARK DISK
 DH2187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2187_STAMPING: D 161
 DH2187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2187+STABILITY: SURFACE MOTION
 DH2187
 DH2187  HISTORY     - Date     Condition        Report By
 DH2187  HISTORY     - UNK      MONUMENTED       ALGS
 DH2187  HISTORY     - 1946     GOOD             NGS
 DH2187  HISTORY     - 1976     MARK NOT FOUND   USGS
 DH2187
 DH2187                          STATION DESCRIPTION
 DH2187
 DH2187'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH2187'IN MOUNDSVILLE.
 DH2187'AT MOUNDSVILLE, HALE COUNTY, 0.2 MILE NORTHEAST ALONG THE SOUTHERN
 DH2187'RAILWAY FROM THE STATION, 100 FEET NORTHEAST OF MILEPOST 213, 22.7
 DH2187'FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, 4.4 FEET EAST OF A
 DH2187'FENCE CORNER, 3 FEET SOUTHEAST OF THE RIGHT-OF-WAY FENCE, 3 FEET
 DH2187'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND 2 FEET HIGHER THAN THE
 DH2187'TRACK.  A STATE SURVEY STANDARD DISK, SET IN THE TOP OF A CONCRETE
 DH2187'POST.
 DH2187
 DH2187                          STATION RECOVERY (1976)
 DH2187
 DH2187'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 DH2187'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1015 ***********************************************************************
 DH1015  DESIGNATION -  D 162
 DH1015  PID         -  DH1015
 DH1015  STATE/COUNTY-  AL/JEFFERSON
 DH1015  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1015
 DH1015                         *CURRENT SURVEY CONTROL
 DH1015  ___________________________________________________________________
 DH1015* NAD 83(1986)-  33 32 24.     (N)    086 50 32.     (W)     SCALED    
 DH1015* NAVD 88     -       176.812  (meters)     580.09   (feet)  ADJUSTED  
 DH1015  ___________________________________________________________________
 DH1015  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH1015  DYNAMIC HT  -         176.617 (meters)     579.45  (feet)  COMP
 DH1015  MODELED GRAV-     979,530.4   (mgal)                       NAVD 88
 DH1015
 DH1015  VERT ORDER  -  FIRST     CLASS II
 DH1015
 DH1015.The horizontal coordinates were scaled from a topographic map and have
 DH1015.an estimated accuracy of +/- 6 seconds.
 DH1015
 DH1015.The orthometric height was determined by differential leveling
 DH1015.and adjusted by the National Geodetic Survey in June 1991..
 DH1015
 DH1015.The geoid height was determined by GEOID03.
 DH1015
 DH1015.The dynamic height is computed by dividing the NAVD 88
 DH1015.geopotential number by the normal gravity value computed on the
 DH1015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1015.degrees latitude (g = 980.6199 gals.).
 DH1015
 DH1015.The modeled gravity was interpolated from observed gravity values.
 DH1015
 DH1015;                    North         East    Units  Estimated Accuracy
 DH1015;SPC AL W     -   392,690.      661,090.      MT  (+/- 180 meters Scaled)
 DH1015
 DH1015                          SUPERSEDED SURVEY CONTROL
 DH1015
 DH1015  NGVD 29 (??/??/92)  177.732  (m)          583.11   (f) ADJ UNCH    1 2
 DH1015
 DH1015.Superseded values are not recommended for survey control.
 DH1015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1015.See file dsdata.txt to determine how the superseded data were derived.
 DH1015
 DH1015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC146111(NAD 83)
 DH1015_MARKER: DB = BENCH MARK DISK
 DH1015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1015_SP_SET: CONCRETE BOX
 DH1015_STAMPING: D 162 1943
 DH1015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1015
 DH1015  HISTORY     - Date     Condition        Report By
 DH1015  HISTORY     - 1943     MONUMENTED       CGS
 DH1015  HISTORY     - 19480227 MARK NOT FOUND   LOCENG
 DH1015  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH1015
 DH1015                          STATION DESCRIPTION
 DH1015
 DH1015'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DH1015'IN FINLEY.
 DH1015'BENCH MARK IS SET VERTICALLY IN THE NORTH FACE OF THE WEST WINGWALL OF
 DH1015'A 6 X 6 FOOT CONCRETE BOX UNDER GRADE PASS LEADING FROM THE MAIN LINE
 DH1015'OF THE SOUTHERN RAILWAY TO THE FINLEY STATION.  IT IS 270.0 YARDS
 DH1015'SOUTHWEST OF MILE POST NO. 5, 99.0 FEET NORTHWEST OF THE NORTHWEST
 DH1015'SIDE OF THE FINLEY STATION, 63.0 FEET NORTHEAST OF THE NORTHEAST END
 DH1015'OF A RAILROAD SCALE, 17.5 FEET SOUTHEAST OF AND ABOUT 3.0 FEET ABOVE
 DH1015'THE CENTERLINE OF THE SOUTHEAST TRACK OF THE MAIN LINE AND 4.0 FEET
 DH1015'ABOVE THE GROUND.
 DH1015
 DH1015                          STATION RECOVERY (1948)
 DH1015
 DH1015'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1948
 DH1015'MARK NOT FOUND.
 DH1015
 DH1015                          STATION RECOVERY (1958)
 DH1015
 DH1015'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH1015'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1016 ***********************************************************************
 DH1016  DESIGNATION -  D 162 RESET
 DH1016  PID         -  DH1016
 DH1016  STATE/COUNTY-  AL/JEFFERSON
 DH1016  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1016
 DH1016                         *CURRENT SURVEY CONTROL
 DH1016  ___________________________________________________________________
 DH1016* NAD 83(1986)-  33 32 24.     (N)    086 50 32.     (W)     SCALED    
 DH1016* NAVD 88     -       175.55   (meters)     576.0    (feet)  RESET     
 DH1016  ___________________________________________________________________
 DH1016  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH1016
 DH1016  VERT ORDER  -  THIRD
 DH1016
 DH1016.The horizontal coordinates were scaled from a topographic map and have
 DH1016.an estimated accuracy of +/- 6 seconds.
 DH1016
 DH1016.The orthometric height was computed from unverified reset data.
 DH1016
 DH1016.The geoid height was determined by GEOID03.
 DH1016
 DH1016;                    North         East    Units  Estimated Accuracy
 DH1016;SPC AL W     -   392,690.      661,090.      MT  (+/- 180 meters Scaled)
 DH1016
 DH1016                          SUPERSEDED SURVEY CONTROL
 DH1016
 DH1016.No superseded survey control is available for this station.
 DH1016
 DH1016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC146111(NAD 83)
 DH1016_MARKER: DB = BENCH MARK DISK
 DH1016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1016_STAMPING: D 162 RESET 1948
 DH1016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1016+STABILITY: SURFACE MOTION
 DH1016
 DH1016  HISTORY     - Date     Condition        Report By
 DH1016  HISTORY     - 1948     MONUMENTED       SOURR
 DH1016
 DH1016                          STATION DESCRIPTION
 DH1016
 DH1016'DESCRIBED BY SOUTHERN RAILROAD 1948
 DH1016'IN FINLEY.
 DH1016'AT FINLEY, JEFFERSON COUNTY, ON THE SOUTHERN RAILWAY, 826 FEET WEST OF
 DH1016'MILEPOST 5, 113 FEET SOUTH OF THE MAIN TRACK OF THE WOODLAWN-BESSEMER
 DH1016'BRANCH, AT THE YARD OFFICE, 22 FEET WEST OF THE EAST END, AND 22 FEET
 DH1016'NORTH OF THE NORTH SIDE.  A STANDARD DISK, STAMPED D 162 RESET 1948
 DH1016'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 DH1016'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0696 ***********************************************************************
 DH0696  DESIGNATION -  D 163
 DH0696  PID         -  DH0696
 DH0696  STATE/COUNTY-  AL/SHELBY
 DH0696  USGS QUAD   -  GREENWOOD (1978)
 DH0696
 DH0696                         *CURRENT SURVEY CONTROL
 DH0696  ___________________________________________________________________
 DH0696* NAD 83(1986)-  33 17 48.     (N)    086 55 04.     (W)     SCALED    
 DH0696* NAVD 88     -       177.776  (meters)     583.25   (feet)  ADJUSTED  
 DH0696  ___________________________________________________________________
 DH0696  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0696  DYNAMIC HT  -         177.580 (meters)     582.61  (feet)  COMP
 DH0696  MODELED GRAV-     979,527.5   (mgal)                       NAVD 88
 DH0696
 DH0696  VERT ORDER  -  FIRST     CLASS II
 DH0696
 DH0696.The horizontal coordinates were scaled from a topographic map and have
 DH0696.an estimated accuracy of +/- 6 seconds.
 DH0696
 DH0696.The orthometric height was determined by differential leveling
 DH0696.and adjusted by the National Geodetic Survey in June 1991..
 DH0696
 DH0696.The geoid height was determined by GEOID03.
 DH0696
 DH0696.The dynamic height is computed by dividing the NAVD 88
 DH0696.geopotential number by the normal gravity value computed on the
 DH0696.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0696.degrees latitude (g = 980.6199 gals.).
 DH0696
 DH0696.The modeled gravity was interpolated from observed gravity values.
 DH0696
 DH0696;                    North         East    Units  Estimated Accuracy
 DH0696;SPC AL W     -   365,660.      654,220.      MT  (+/- 180 meters Scaled)
 DH0696
 DH0696                          SUPERSEDED SURVEY CONTROL
 DH0696
 DH0696  NGVD 29 (??/??/92)  177.732  (m)          583.11   (f) ADJ UNCH    1 2
 DH0696
 DH0696.Superseded values are not recommended for survey control.
 DH0696.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0696.See file dsdata.txt to determine how the superseded data were derived.
 DH0696
 DH0696_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB076841(NAD 83)
 DH0696_MARKER: DB = BENCH MARK DISK
 DH0696_SETTING: 80 = SET IN A BOULDER
 DH0696_SP_SET: BOULDER
 DH0696_STAMPING: D 163 1944
 DH0696_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0696+STABILITY: SURFACE MOTION
 DH0696
 DH0696  HISTORY     - Date     Condition        Report By
 DH0696  HISTORY     - 1944     MONUMENTED       CGS
 DH0696
 DH0696                          STATION DESCRIPTION
 DH0696
 DH0696'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0696'8.5 MI N FROM GURNEE JUNCTION.
 DH0696'8.5 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT GURNEE
 DH0696'JUNCTION, SHELBY COUNTY, 5 RAILS NORTHEAST OF MILEPOST 25, 42 FEET
 DH0696'NORTHWEST OF THE NORTHWEST RAIL, 17 FEET SOUTH OF A 10-INCH OAK TREE,
 DH0696'IN THE TOP OF A BOULDER, ABOUT 3 FEET HIGHER THAN THE GROUND, AND
 DH0696'ABOUT 9 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, STAMPED D 163
 DH0696'1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0729 ***********************************************************************
 DH0729  DESIGNATION -  D 164
 DH0729  PID         -  DH0729
 DH0729  STATE/COUNTY-  AL/SHELBY
 DH0729  USGS QUAD   -  ALDRICH (1979)
 DH0729
 DH0729                         *CURRENT SURVEY CONTROL
 DH0729  ___________________________________________________________________
 DH0729* NAD 83(1986)-  33 06 53.     (N)    086 53 12.     (W)     SCALED    
 DH0729* NAVD 88     -       137.486  (meters)     451.07   (feet)  ADJUSTED  
 DH0729  ___________________________________________________________________
 DH0729  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0729  DYNAMIC HT  -         137.330 (meters)     450.56  (feet)  COMP
 DH0729  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 DH0729
 DH0729  VERT ORDER  -  FIRST     CLASS II
 DH0729
 DH0729.The horizontal coordinates were scaled from a topographic map and have
 DH0729.an estimated accuracy of +/- 6 seconds.
 DH0729
 DH0729.The orthometric height was determined by differential leveling
 DH0729.and adjusted by the National Geodetic Survey in June 1991..
 DH0729
 DH0729.The geoid height was determined by GEOID03.
 DH0729
 DH0729.The dynamic height is computed by dividing the NAVD 88
 DH0729.geopotential number by the normal gravity value computed on the
 DH0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0729.degrees latitude (g = 980.6199 gals.).
 DH0729
 DH0729.The modeled gravity was interpolated from observed gravity values.
 DH0729
 DH0729;                    North         East    Units  Estimated Accuracy
 DH0729;SPC AL W     -   345,500.      657,240.      MT  (+/- 180 meters Scaled)
 DH0729
 DH0729                          SUPERSEDED SURVEY CONTROL
 DH0729
 DH0729  NGVD 29 (??/??/92)  137.443  (m)          450.93   (f) ADJ UNCH    1 2
 DH0729
 DH0729.Superseded values are not recommended for survey control.
 DH0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0729.See file dsdata.txt to determine how the superseded data were derived.
 DH0729
 DH0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB105640(NAD 83)
 DH0729_MARKER: DB = BENCH MARK DISK
 DH0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0729_STAMPING: D 164 1944
 DH0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0729+STABILITY: SURFACE MOTION
 DH0729
 DH0729  HISTORY     - Date     Condition        Report By
 DH0729  HISTORY     - 1944     MONUMENTED       CGS
 DH0729  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0729
 DH0729                          STATION DESCRIPTION
 DH0729
 DH0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0729'0.6 MI N FROM ALDRICH.
 DH0729'0.6 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT ALDRICH,
 DH0729'SHELBY COUNTY, 0.1 MILE SOUTH OF MILEPOST 3, OF A DIRT-ROAD CROSSING,
 DH0729'49 FEET WEST OF THE CENTER LINE OF THE TRACK, 25 FEET SOUTH OF THE
 DH0729'CENTER LINE OF THE DIRT ROAD, 3 FEET NORTH OF A WHITE WOODEN WITNESS
 DH0729'POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED D 164 1944
 DH0729'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE
 DH0729'GROUND.
 DH0729
 DH0729                          STATION RECOVERY (1975)
 DH0729
 DH0729'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0729'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1090 ***********************************************************************
 DH1090  DESIGNATION -  D 165
 DH1090  PID         -  DH1090
 DH1090  STATE/COUNTY-  AL/JEFFERSON
 DH1090  USGS QUAD   -  PINSON (1979)
 DH1090
 DH1090                         *CURRENT SURVEY CONTROL
 DH1090  ___________________________________________________________________
 DH1090* NAD 83(1986)-  33 40 49.     (N)    086 44 41.     (W)     SCALED    
 DH1090* NAVD 88     -       154.247  (meters)     506.06   (feet)  ADJUSTED  
 DH1090  ___________________________________________________________________
 DH1090  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH1090  DYNAMIC HT  -         154.077 (meters)     505.50  (feet)  COMP
 DH1090  MODELED GRAV-     979,533.6   (mgal)                       NAVD 88
 DH1090
 DH1090  VERT ORDER  -  FIRST     CLASS II
 DH1090
 DH1090.The horizontal coordinates were scaled from a topographic map and have
 DH1090.an estimated accuracy of +/- 6 seconds.
 DH1090
 DH1090.The orthometric height was determined by differential leveling
 DH1090.and adjusted by the National Geodetic Survey in June 1991..
 DH1090
 DH1090.The geoid height was determined by GEOID03.
 DH1090
 DH1090.The dynamic height is computed by dividing the NAVD 88
 DH1090.geopotential number by the normal gravity value computed on the
 DH1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1090.degrees latitude (g = 980.6199 gals.).
 DH1090
 DH1090.The modeled gravity was interpolated from observed gravity values.
 DH1090
 DH1090;                    North         East    Units  Estimated Accuracy
 DH1090;SPC AL W     -   408,310.      670,030.      MT  (+/- 180 meters Scaled)
 DH1090
 DH1090                          SUPERSEDED SURVEY CONTROL
 DH1090
 DH1090  NGVD 29 (??/??/92)  154.210  (m)          505.94   (f) ADJ UNCH    1 2
 DH1090
 DH1090.Superseded values are not recommended for survey control.
 DH1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1090.See file dsdata.txt to determine how the superseded data were derived.
 DH1090
 DH1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC236267(NAD 83)
 DH1090_MARKER: DB = BENCH MARK DISK
 DH1090_SETTING: 66 = SET IN ROCK OUTCROP
 DH1090_SP_SET: ROCK OUTCROP
 DH1090_STAMPING: D 165 1944
 DH1090_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1090+STABILITY: POSITION/ELEVATION WELL
 DH1090
 DH1090  HISTORY     - Date     Condition        Report By
 DH1090  HISTORY     - 1944     MONUMENTED       CGS
 DH1090  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1090
 DH1090                          STATION DESCRIPTION
 DH1090
 DH1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1090'2.7 MI N FROM NEWCASTLE.
 DH1090'ABOUT 2.7 MILES NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1090'FROM THE STATION AT NEWCASTLE. ABOUT 0.2 MILE SOUTHWEST OF MILE-POST
 DH1090'378, 15.0 FEET SOUTHEAST OF AND ABOUT 3.0 FEET ABOVE THE CENTER LINE
 DH1090'OF THE NORTH-BOUND TRACK. SET IN A PROJECTION OF ROCK OUTCROP.
 DH1090
 DH1090                          STATION RECOVERY (1982)
 DH1090
 DH1090'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1090'NOT RECOVERED, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1043 ***********************************************************************
 DH1043  DESIGNATION -  D 166
 DH1043  PID         -  DH1043
 DH1043  STATE/COUNTY-  AL/BLOUNT
 DH1043  USGS QUAD   -  TRAFFORD (1986)
 DH1043
 DH1043                         *CURRENT SURVEY CONTROL
 DH1043  ___________________________________________________________________
 DH1043* NAD 83(1986)-  33 51 37.     (N)    086 44 53.     (W)     SCALED    
 DH1043* NAVD 88     -       163.688  (meters)     537.03   (feet)  ADJUSTED  
 DH1043  ___________________________________________________________________
 DH1043  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DH1043  DYNAMIC HT  -         163.513 (meters)     536.46  (feet)  COMP
 DH1043  MODELED GRAV-     979,567.1   (mgal)                       NAVD 88
 DH1043
 DH1043  VERT ORDER  -  FIRST     CLASS II
 DH1043
 DH1043.The horizontal coordinates were scaled from a topographic map and have
 DH1043.an estimated accuracy of +/- 6 seconds.
 DH1043
 DH1043.The orthometric height was determined by differential leveling
 DH1043.and adjusted by the National Geodetic Survey in June 1991..
 DH1043
 DH1043.The geoid height was determined by GEOID03.
 DH1043
 DH1043.The dynamic height is computed by dividing the NAVD 88
 DH1043.geopotential number by the normal gravity value computed on the
 DH1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1043.degrees latitude (g = 980.6199 gals.).
 DH1043
 DH1043.The modeled gravity was interpolated from observed gravity values.
 DH1043
 DH1043;                    North         East    Units  Estimated Accuracy
 DH1043;SPC AL W     -   428,280.      669,580.      MT  (+/- 180 meters Scaled)
 DH1043
 DH1043                          SUPERSEDED SURVEY CONTROL
 DH1043
 DH1043  NGVD 29 (??/??/92)  163.653  (m)          536.92   (f) ADJ UNCH    1 2
 DH1043
 DH1043.Superseded values are not recommended for survey control.
 DH1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1043.See file dsdata.txt to determine how the superseded data were derived.
 DH1043
 DH1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC233466(NAD 83)
 DH1043_MARKER: DB = BENCH MARK DISK
 DH1043_SETTING: 66 = SET IN ROCK OUTCROP
 DH1043_SP_SET: LIMESTONE ROCK
 DH1043_STAMPING: D 166 1944
 DH1043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1043+STABILITY: POSITION/ELEVATION WELL
 DH1043
 DH1043  HISTORY     - Date     Condition        Report By
 DH1043  HISTORY     - 1944     MONUMENTED       CGS
 DH1043  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1043
 DH1043                          STATION DESCRIPTION
 DH1043
 DH1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1043'0.8 MI N FROM NYOTA.
 DH1043'ABOUT 0.8 MILE NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1043'FROM THE STATION AT NYOTA.  ABOUT 0.13 MILE SOUTH OF MILE-POST 365,
 DH1043'ABOUT 240 FEET NORTH OF A HIGHWAY BRIDGE OVER THE RAILROAD, 11.6 FEET
 DH1043'WEST OF AND ABOUT 1.5 FEET ABOVE THE CENTER LINE OF THE WEST TRACK AND
 DH1043'SET IN THE TOP OF THE SOUTHEAST CORNER OF A LIMESTONE ROCK ABOUT 16
 DH1043'FEET LONG.
 DH1043
 DH1043                          STATION RECOVERY (1982)
 DH1043
 DH1043'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1043'NOT RECOVERED, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0440 ***********************************************************************
 EF0440  DESIGNATION -  D 167
 EF0440  PID         -  EF0440
 EF0440  STATE/COUNTY-  AL/CULLMAN
 EF0440  USGS QUAD   -  HANCEVILLE (1993)
 EF0440
 EF0440                         *CURRENT SURVEY CONTROL
 EF0440  ___________________________________________________________________
 EF0440* NAD 83(1986)-  34 05 35.     (N)    086 46 29.     (W)     SCALED    
 EF0440* NAVD 88     -       193.267  (meters)     634.08   (feet)  ADJUSTED  
 EF0440  ___________________________________________________________________
 EF0440  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 EF0440  DYNAMIC HT  -         193.066 (meters)     633.42  (feet)  COMP
 EF0440  MODELED GRAV-     979,594.1   (mgal)                       NAVD 88
 EF0440
 EF0440  VERT ORDER  -  FIRST     CLASS II
 EF0440
 EF0440.The horizontal coordinates were scaled from a topographic map and have
 EF0440.an estimated accuracy of +/- 6 seconds.
 EF0440
 EF0440.The orthometric height was determined by differential leveling
 EF0440.and adjusted by the National Geodetic Survey in June 1991..
 EF0440
 EF0440.The geoid height was determined by GEOID03.
 EF0440
 EF0440.The dynamic height is computed by dividing the NAVD 88
 EF0440.geopotential number by the normal gravity value computed on the
 EF0440.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0440.degrees latitude (g = 980.6199 gals.).
 EF0440
 EF0440.The modeled gravity was interpolated from observed gravity values.
 EF0440
 EF0440;                    North         East    Units  Estimated Accuracy
 EF0440;SPC AL W     -   454,080.      666,930.      MT  (+/- 180 meters Scaled)
 EF0440
 EF0440                          SUPERSEDED SURVEY CONTROL
 EF0440
 EF0440  NGVD 29 (??/??/92)  193.235  (m)          633.97   (f) ADJ UNCH    1 2
 EF0440
 EF0440.Superseded values are not recommended for survey control.
 EF0440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0440.See file dsdata.txt to determine how the superseded data were derived.
 EF0440
 EF0440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC207724(NAD 83)
 EF0440_MARKER: DB = BENCH MARK DISK
 EF0440_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0440_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0440_STAMPING: D 167 1944
 EF0440_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0440+STABILITY: SURFACE MOTION
 EF0440
 EF0440  HISTORY     - Date     Condition        Report By
 EF0440  HISTORY     - 1944     MONUMENTED       CGS
 EF0440  HISTORY     - 1947     GOOD             NGS
 EF0440  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0440
 EF0440                          STATION DESCRIPTION
 EF0440
 EF0440'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EF0440'2.6 MI N FROM HANCEVILLE.
 EF0440'ABOUT 2.6 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 EF0440'THE STATION AT HANCEVILLE, AT A GRAVEL ROAD CROSSING AT WHITE CITY,
 EF0440'225 FEET SOUTHEAST OF THE SOUTH CORNER OF A SMALL WAITING SHED, 18.3
 EF0440'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE NORTHEAST MAIN TRACK, 46
 EF0440'FEET NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 2 FEET NORTHWEST
 EF0440'OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE TRACK AND SET
 EF0440'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EF0440
 EF0440                          STATION RECOVERY (1982)
 EF0440
 EF0440'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0440'NOT RECOVERED.  POSSIBLY DESTROYED WHEN NEW RAILROAD BED WAS
 EF0440'CONSTRUCTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0409 ***********************************************************************
 EF0409  DESIGNATION -  D 168
 EF0409  PID         -  EF0409
 EF0409  STATE/COUNTY-  AL/MORGAN
 EF0409  USGS QUAD   -  FALKVILLE (1982)
 EF0409
 EF0409                         *CURRENT SURVEY CONTROL
 EF0409  ___________________________________________________________________
 EF0409* NAD 83(1986)-  34 20 31.     (N)    086 54 16.     (W)     SCALED    
 EF0409* NAVD 88     -       186.614  (meters)     612.25   (feet)  ADJUSTED  
 EF0409  ___________________________________________________________________
 EF0409  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 EF0409  DYNAMIC HT  -         186.425 (meters)     611.63  (feet)  COMP
 EF0409  MODELED GRAV-     979,619.3   (mgal)                       NAVD 88
 EF0409
 EF0409  VERT ORDER  -  FIRST     CLASS II
 EF0409
 EF0409.The horizontal coordinates were scaled from a topographic map and have
 EF0409.an estimated accuracy of +/- 6 seconds.
 EF0409
 EF0409.The orthometric height was determined by differential leveling
 EF0409.and adjusted by the National Geodetic Survey in June 1991..
 EF0409
 EF0409.The geoid height was determined by GEOID03.
 EF0409
 EF0409.The dynamic height is computed by dividing the NAVD 88
 EF0409.geopotential number by the normal gravity value computed on the
 EF0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0409.degrees latitude (g = 980.6199 gals.).
 EF0409
 EF0409.The modeled gravity was interpolated from observed gravity values.
 EF0409
 EF0409;                    North         East    Units  Estimated Accuracy
 EF0409;SPC AL W     -   481,610.      654,800.      MT  (+/- 180 meters Scaled)
 EF0409
 EF0409                          SUPERSEDED SURVEY CONTROL
 EF0409
 EF0409  NGVD 29 (??/??/92)  186.563  (m)          612.08   (f) ADJ UNCH    1 2
 EF0409
 EF0409.Superseded values are not recommended for survey control.
 EF0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0409.See file dsdata.txt to determine how the superseded data were derived.
 EF0409
 EF0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED087000(NAD 83)
 EF0409_MARKER: DB = BENCH MARK DISK
 EF0409_SETTING: 66 = SET IN ROCK OUTCROP
 EF0409_SP_SET: ROCK OUTCROP
 EF0409_STAMPING: D 168 1944
 EF0409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0409+STABILITY: POSITION/ELEVATION WELL
 EF0409
 EF0409  HISTORY     - Date     Condition        Report By
 EF0409  HISTORY     - 1944     MONUMENTED       CGS
 EF0409  HISTORY     - 1950     GOOD             NGS
 EF0409  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0409  HISTORY     - 20050525 MARK NOT FOUND   ALHD
 EF0409
 EF0409                          STATION DESCRIPTION
 EF0409
 EF0409'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0409'0.45 MI N FROM LACON.
 EF0409'ABOUT 0.45 MILE NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0409'FROM THE STATION AT LACON, ABOUT 0.2 MILE SOUTH OF MILE-POST 327,
 EF0409'ABOUT 250 FEET SOUTH OF A SWITCH STAND, 11.2 FEET EAST OF AND ABOUT
 EF0409'THE SAME ELEVATION AS THE CENTER LINE OF THE EAST TRACK, AND SET IN
 EF0409'THE TOP OF A PROJECTION OF ROCK OUTCROP BETWEEN THE MAIN TRACK AND A
 EF0409'SPUR LEADING TO A STONE QUARRY.
 EF0409
 EF0409                          STATION RECOVERY (1950)
 EF0409
 EF0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0409'RECOVERED IN GOOD CONDITION.
 EF0409
 EF0409                          STATION RECOVERY (1982)
 EF0409
 EF0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0409'AN EXTENSIVE SEARCH WAS MADE, POSSIBLY COVERED WHEN NEW RAILROAD BED
 EF0409'WAS CONSTRUCTED.
 EF0409
 EF0409                          STATION RECOVERY (2005)
 EF0409
 EF0409'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0409'ALL REFERENCES ARE GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1503 ***********************************************************************
 DH1503  DESIGNATION -  D 169
 DH1503  PID         -  DH1503
 DH1503  STATE/COUNTY-  AL/WALKER
 DH1503  USGS QUAD   -  CORDOVA (1983)
 DH1503
 DH1503                         *CURRENT SURVEY CONTROL
 DH1503  ___________________________________________________________________
 DH1503* NAD 83(1986)-  33 50 23.     (N)    087 14 00.     (W)     SCALED    
 DH1503* NAVD 88     -       128.033  (meters)     420.05   (feet)  ADJUSTED  
 DH1503  ___________________________________________________________________
 DH1503  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DH1503  DYNAMIC HT  -         127.902 (meters)     419.63  (feet)  COMP
 DH1503  MODELED GRAV-     979,613.2   (mgal)                       NAVD 88
 DH1503
 DH1503  VERT ORDER  -  SECOND    CLASS 0
 DH1503
 DH1503.The horizontal coordinates were scaled from a topographic map and have
 DH1503.an estimated accuracy of +/- 6 seconds.
 DH1503
 DH1503.The orthometric height was determined by differential leveling
 DH1503.and adjusted by the National Geodetic Survey in June 1991..
 DH1503
 DH1503.The geoid height was determined by GEOID03.
 DH1503
 DH1503.The dynamic height is computed by dividing the NAVD 88
 DH1503.geopotential number by the normal gravity value computed on the
 DH1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1503.degrees latitude (g = 980.6199 gals.).
 DH1503
 DH1503.The modeled gravity was interpolated from observed gravity values.
 DH1503
 DH1503;                    North         East    Units  Estimated Accuracy
 DH1503;SPC AL W     -   425,770.      624,680.      MT  (+/- 180 meters Scaled)
 DH1503
 DH1503                          SUPERSEDED SURVEY CONTROL
 DH1503
 DH1503  NGVD 29 (??/??/92)  128.004  (m)          419.96   (f) ADJ UNCH    2 0
 DH1503
 DH1503.Superseded values are not recommended for survey control.
 DH1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1503.See file dsdata.txt to determine how the superseded data were derived.
 DH1503
 DH1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC784444(NAD 83)
 DH1503_MARKER: DB = BENCH MARK DISK
 DH1503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1503_SP_SET: CULVERT
 DH1503_STAMPING: D 169 1944
 DH1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1503
 DH1503  HISTORY     - Date     Condition        Report By
 DH1503  HISTORY     - 1944     MONUMENTED       CGS
 DH1503
 DH1503                          STATION DESCRIPTION
 DH1503
 DH1503'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1503'2.7 MI E FROM JASPER.
 DH1503'ABOUT 2.7 MILES EASTERLY ALONG STATE HIGHWAY 69 FROM THE COURT HOUSE
 DH1503'AT JASPER, 18.0 FEET SOUTH OF AND ABOUT 1 FOOT BELOW THE CENTER LINE
 DH1503'OF THE HIGHWAY, AND SET IN THE TOP OF THE EAST END OF THE SOUTH
 DH1503'HEADWALL OF A 3 X 3 FOOT BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0409 ***********************************************************************
 BU0409  DESIGNATION -  D 17
 BU0409  PID         -  BU0409
 BU0409  STATE/COUNTY-  AL/ESCAMBIA
 BU0409  USGS QUAD   -  DIXIE (1981)
 BU0409
 BU0409                         *CURRENT SURVEY CONTROL
 BU0409  ___________________________________________________________________
 BU0409* NAD 83(1986)-  31 08 35.     (N)    086 42 21.     (W)     SCALED    
 BU0409* NAVD 88     -        88.973  (meters)     291.91   (feet)  ADJUSTED  
 BU0409  ___________________________________________________________________
 BU0409  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BU0409  DYNAMIC HT  -          88.865 (meters)     291.55  (feet)  COMP
 BU0409  MODELED GRAV-     979,417.0   (mgal)                       NAVD 88
 BU0409
 BU0409  VERT ORDER  -  SECOND    CLASS 0
 BU0409
 BU0409.The horizontal coordinates were scaled from a topographic map and have
 BU0409.an estimated accuracy of +/- 6 seconds.
 BU0409
 BU0409.The orthometric height was determined by differential leveling
 BU0409.and adjusted by the National Geodetic Survey in June 1991..
 BU0409
 BU0409.The geoid height was determined by GEOID03.
 BU0409
 BU0409.The dynamic height is computed by dividing the NAVD 88
 BU0409.geopotential number by the normal gravity value computed on the
 BU0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0409.degrees latitude (g = 980.6199 gals.).
 BU0409
 BU0409.The modeled gravity was interpolated from observed gravity values.
 BU0409
 BU0409;                    North         East    Units  Estimated Accuracy
 BU0409;SPC AL W     -   126,990.      675,730.      MT  (+/- 180 meters Scaled)
 BU0409
 BU0409                          SUPERSEDED SURVEY CONTROL
 BU0409
 BU0409  NGVD 29 (??/??/92)   89.005  (m)          292.01   (f) ADJ UNCH    2 0
 BU0409
 BU0409.Superseded values are not recommended for survey control.
 BU0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0409.See file dsdata.txt to determine how the superseded data were derived.
 BU0409
 BU0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV280454(NAD 83)
 BU0409_MARKER: DB = BENCH MARK DISK
 BU0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0409_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0409_STAMPING: D 17 1934
 BU0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0409+STABILITY: SURFACE MOTION
 BU0409
 BU0409  HISTORY     - Date     Condition        Report By
 BU0409  HISTORY     - 1934     MONUMENTED       CGS
 BU0409  HISTORY     - 1955     GOOD             NGS
 BU0409
 BU0409                          STATION DESCRIPTION
 BU0409
 BU0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0409'18.7 MI SW FROM ANDALUSIA.
 BU0409'18.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 29 FROM THE POST OFFICE AT
 BU0409'ANDALUSIA, 2.15 MILES SOUTHWEST OF ROME, 0.3 MILE SOUTHWEST OF THE
 BU0409'COVINGTON-ESCAMBIA COUNTY LINE, 1.05 MILES NORTHEAST OF THE DIXIE
 BU0409'COMMUNITY CHURCH, 0.15 MILE WEST OF A PURE OIL SERVICE STATION, 49 1/2
 BU0409'FEET SOUTH OF THE CENTER LINE OF 29, 166 FEET WEST OF RIGHT-OF-WAY
 BU0409'MARKER 15 / 25.5, 39 FEET SOUTHWEST OF WEST END OF 12-INCH PIPE
 BU0409'CULVERT UNDER DRIVE TO WHITE BUNGALOW, 7 FEET WEST OF A FENCE CORNER,
 BU0409'167 FEET NORTHWEST OF THE NORTHWEST CORNER OF WHITE BUNGALOW, 74 FEET
 BU0409'EAST OF FIRST POWER POLE WEST OF HOUSE, 2 FEET ABOVE THE LEVEL OF 29
 BU0409'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1/2-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0574 ***********************************************************************
 EF0574  DESIGNATION -  D 170
 EF0574  PID         -  EF0574
 EF0574  STATE/COUNTY-  AL/CULLMAN
 EF0574  USGS QUAD   -  TRIMBLE (1984)
 EF0574
 EF0574                         *CURRENT SURVEY CONTROL
 EF0574  ___________________________________________________________________
 EF0574* NAD 83(1986)-  34 01 03.     (N)    086 57 58.     (W)     SCALED    
 EF0574* NAVD 88     -       152.152  (meters)     499.19   (feet)  ADJUSTED  
 EF0574  ___________________________________________________________________
 EF0574  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EF0574  DYNAMIC HT  -         151.995 (meters)     498.67  (feet)  COMP
 EF0574  MODELED GRAV-     979,599.6   (mgal)                       NAVD 88
 EF0574
 EF0574  VERT ORDER  -  SECOND    CLASS 0
 EF0574
 EF0574.The horizontal coordinates were scaled from a topographic map and have
 EF0574.an estimated accuracy of +/- 6 seconds.
 EF0574
 EF0574.The orthometric height was determined by differential leveling
 EF0574.and adjusted by the National Geodetic Survey in June 1991..
 EF0574
 EF0574.The geoid height was determined by GEOID03.
 EF0574
 EF0574.The dynamic height is computed by dividing the NAVD 88
 EF0574.geopotential number by the normal gravity value computed on the
 EF0574.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0574.degrees latitude (g = 980.6199 gals.).
 EF0574
 EF0574.The modeled gravity was interpolated from observed gravity values.
 EF0574
 EF0574;                    North         East    Units  Estimated Accuracy
 EF0574;SPC AL W     -   445,590.      649,310.      MT  (+/- 180 meters Scaled)
 EF0574
 EF0574                          SUPERSEDED SURVEY CONTROL
 EF0574
 EF0574  NGVD 29 (??/??/92)  152.130  (m)          499.11   (f) ADJ UNCH    2 0
 EF0574
 EF0574.Superseded values are not recommended for survey control.
 EF0574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0574.See file dsdata.txt to determine how the superseded data were derived.
 EF0574
 EF0574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC031640(NAD 83)
 EF0574_MARKER: DB = BENCH MARK DISK
 EF0574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0574_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0574_STAMPING: D 170 1944
 EF0574_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0574+STABILITY: SURFACE MOTION
 EF0574
 EF0574  HISTORY     - Date     Condition        Report By
 EF0574  HISTORY     - 1944     MONUMENTED       CGS
 EF0574  HISTORY     - 1967     MARK NOT FOUND   USGS
 EF0574
 EF0574                          STATION DESCRIPTION
 EF0574
 EF0574'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0574'14.4 MI SW FROM CULLMAN.
 EF0574'ABOUT 14.4 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 69 FROM THE COURT
 EF0574'HOUSE AT CULLMAN, ABOUT 2.0 MILES NORTHEASTERLY FROM THE STORE AT
 EF0574'BREMEN, ABOUT 130 FEET SOUTH OF A SMALL BRIDGE, 27.0 FEET EAST OF THE
 EF0574'EAST BANK OF A SMALL CREEK, 21.0 FEET WEST OF AND ABOUT THE SAME
 EF0574'ELEVATION AS THE CENTER LINE OF THE HIGHWAY, AND 2.0 FEET NORTH OF A 4
 EF0574'X 4 INCH WOODEN REFERENCE POST.  MONUMENT PROJECTS ABOUT 0.6 FOOT.
 EF0574
 EF0574                          STATION RECOVERY (1967)
 EF0574
 EF0574'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EF0574'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2078 ***********************************************************************
 DH2078  DESIGNATION -  D 171
 DH2078  PID         -  DH2078
 DH2078  STATE/COUNTY-  AL/PICKENS
 DH2078  USGS QUAD   -  PALMETTO (1967)
 DH2078
 DH2078                         *CURRENT SURVEY CONTROL
 DH2078  ___________________________________________________________________
 DH2078* NAD 83(1986)-  33 27 47.     (N)    087 59 25.     (W)     SCALED    
 DH2078* NAVD 88     -        96.247  (meters)     315.77   (feet)  ADJUSTED  
 DH2078  ___________________________________________________________________
 DH2078  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 DH2078  DYNAMIC HT  -          96.144 (meters)     315.43  (feet)  COMP
 DH2078  MODELED GRAV-     979,563.4   (mgal)                       NAVD 88
 DH2078
 DH2078  VERT ORDER  -  SECOND    CLASS 0
 DH2078
 DH2078.The horizontal coordinates were scaled from a topographic map and have
 DH2078.an estimated accuracy of +/- 6 seconds.
 DH2078
 DH2078.The orthometric height was determined by differential leveling
 DH2078.and adjusted by the National Geodetic Survey in June 1991..
 DH2078
 DH2078.The geoid height was determined by GEOID03.
 DH2078
 DH2078.The dynamic height is computed by dividing the NAVD 88
 DH2078.geopotential number by the normal gravity value computed on the
 DH2078.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2078.degrees latitude (g = 980.6199 gals.).
 DH2078
 DH2078.The modeled gravity was interpolated from observed gravity values.
 DH2078
 DH2078;                    North         East    Units  Estimated Accuracy
 DH2078;SPC AL W     -   384,070.      554,430.      MT  (+/- 180 meters Scaled)
 DH2078
 DH2078                          SUPERSEDED SURVEY CONTROL
 DH2078
 DH2078  NGVD 29 (??/??/92)   96.202  (m)          315.62   (f) ADJ UNCH    2 0
 DH2078
 DH2078.Superseded values are not recommended for survey control.
 DH2078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2078.See file dsdata.txt to determine how the superseded data were derived.
 DH2078
 DH2078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC079030(NAD 83)
 DH2078_MARKER: DB = BENCH MARK DISK
 DH2078_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH2078_SP_SET: CULVERT
 DH2078_STAMPING: D 171 1944
 DH2078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2078
 DH2078  HISTORY     - Date     Condition        Report By
 DH2078  HISTORY     - 1944     MONUMENTED       CGS
 DH2078
 DH2078                          STATION DESCRIPTION
 DH2078
 DH2078'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH2078'6.0 MI N FROM REFORM.
 DH2078'ABOUT 6.0 MILES NORTHERLY ALONG STATE HIGHWAY 17 FROM THE GULF MOBILE
 DH2078'AND OHIO RAILROAD STATION AT REFORM, ABOUT 2.0 MILES SOUTHERLY FROM
 DH2078'THE INTERSECTION AT PALMETTO, 54.0 FEET EAST OF AND ABOUT 6 FEET BELOW
 DH2078'THE CENTER LINE OF THE HIGHWAY AND SET HORIZONTALLY IN THE TOP OF THE
 DH2078'NORTH END OF THE EAST HEAD-WALL OF A LARGE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1739 ***********************************************************************
 DH1739  DESIGNATION -  D 172 RESET
 DH1739  PID         -  DH1739
 DH1739  STATE/COUNTY-  AL/FAYETTE
 DH1739  USGS QUAD   -  HOWARD (1981)
 DH1739
 DH1739                         *CURRENT SURVEY CONTROL
 DH1739  ___________________________________________________________________
 DH1739* NAD 83(1986)-  33 47 28.     (N)    087 35 45.     (W)     SCALED    
 DH1739* NAVD 88     -       152.58   (meters)     500.6    (feet)  RESET     
 DH1739  ___________________________________________________________________
 DH1739  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DH1739
 DH1739  VERT ORDER  -  THIRD
 DH1739
 DH1739.The horizontal coordinates were scaled from a topographic map and have
 DH1739.an estimated accuracy of +/- 6 seconds.
 DH1739
 DH1739.The orthometric height was computed from unverified reset data.
 DH1739
 DH1739.The geoid height was determined by GEOID03.
 DH1739
 DH1739;                    North         East    Units  Estimated Accuracy
 DH1739;SPC AL W     -   420,350.      591,130.      MT  (+/- 180 meters Scaled)
 DH1739
 DH1739                          SUPERSEDED SURVEY CONTROL
 DH1739
 DH1739.No superseded survey control is available for this station.
 DH1739
 DH1739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC448391(NAD 83)
 DH1739_MARKER: DB = BENCH MARK DISK
 DH1739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1739_STAMPING: D 172 RESET 1958
 DH1739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1739+STABILITY: SURFACE MOTION
 DH1739
 DH1739  HISTORY     - Date     Condition        Report By
 DH1739  HISTORY     - 1958     MONUMENTED       CGS
 DH1739
 DH1739                          STATION DESCRIPTION
 DH1739
 DH1739'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DH1739'10.3 MI N FROM BERRY.
 DH1739'1.3 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE HIGH SCHOOL AT BERRY,
 DH1739'FAYETTE COUNTY, THEN LEFT FORK AND GO FOR 0.25 MILE TO A FORK, TAKE
 DH1739'THE RIGHT FORK AND GO NORTH FOR 8.75 MILES TO THE MARK ON THE RIGHT.
 DH1739'IT IS EAST AND ACROSS THE HIGHWAY FROM A WHITE FRAMEHOUSE, 40 FEET
 DH1739'EAST OF THE CENTERLINE OF THE HIGHWAY, 2.5 FEET SOUTHEAST OF A
 DH1739'POWERPOLE, 71 FEET NORTHWEST OF A LONE OAK TREE, 88 FEET NORTHEAST OF
 DH1739'THE CENTERLINE OF A DRIVEWAY LEADING TO THE HOUSE WEST OF THE ROAD,
 DH1739'AND 4 FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 DH1739'HOUSE.  A STANDARD DISK, STAMPED D 172 RESET 1958 AND SET IN THE TOP
 DH1739'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1586 ***********************************************************************
 DH1586  DESIGNATION -  D 173
 DH1586  PID         -  DH1586
 DH1586  STATE/COUNTY-  AL/JEFFERSON
 DH1586  USGS QUAD   -  MC CALLA (1980)
 DH1586
 DH1586                         *CURRENT SURVEY CONTROL
 DH1586  ___________________________________________________________________
 DH1586* NAD 83(1986)-  33 20 10.     (N)    087 00 25.     (W)     SCALED    
 DH1586* NAVD 88     -       148.657  (meters)     487.72   (feet)  ADJUSTED  
 DH1586  ___________________________________________________________________
 DH1586  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH1586  DYNAMIC HT  -         148.492 (meters)     487.18  (feet)  COMP
 DH1586  MODELED GRAV-     979,525.4   (mgal)                       NAVD 88
 DH1586
 DH1586  VERT ORDER  -  FIRST     CLASS II
 DH1586
 DH1586.The horizontal coordinates were scaled from a topographic map and have
 DH1586.an estimated accuracy of +/- 6 seconds.
 DH1586
 DH1586.The orthometric height was determined by differential leveling
 DH1586.and adjusted by the National Geodetic Survey in June 1991..
 DH1586
 DH1586.The geoid height was determined by GEOID03.
 DH1586
 DH1586.The dynamic height is computed by dividing the NAVD 88
 DH1586.geopotential number by the normal gravity value computed on the
 DH1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1586.degrees latitude (g = 980.6199 gals.).
 DH1586
 DH1586.The modeled gravity was interpolated from observed gravity values.
 DH1586
 DH1586;                    North         East    Units  Estimated Accuracy
 DH1586;SPC AL W     -   370,000.      645,900.      MT  (+/- 180 meters Scaled)
 DH1586
 DH1586                          SUPERSEDED SURVEY CONTROL
 DH1586
 DH1586  NGVD 29 (??/??/92)  148.612  (m)          487.57   (f) ADJ UNCH    1 2
 DH1586
 DH1586.Superseded values are not recommended for survey control.
 DH1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1586.See file dsdata.txt to determine how the superseded data were derived.
 DH1586
 DH1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB993885(NAD 83)
 DH1586_MARKER: DB = BENCH MARK DISK
 DH1586_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1586_SP_SET: CULVERT
 DH1586_STAMPING: D 173 1944
 DH1586_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1586
 DH1586  HISTORY     - Date     Condition        Report By
 DH1586  HISTORY     - 1944     MONUMENTED       CGS
 DH1586
 DH1586                          STATION DESCRIPTION
 DH1586
 DH1586'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1586'IN MCCALLA.
 DH1586'0.1 MILE NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DH1586'MCCALLA, JEFFERSON COUNTY, 75 FEET NORTHEAST OF MILEPOST 160, 12.0
 DH1586'FEET NORTHWEST OF AND 0.5 FOOT BELOW THE CENTERLINE OF THE NORTHWEST
 DH1586'TRACK, SET HORIZONTALLY IN A DRILL HOLE IN THE SOUTHWEST END OF THE
 DH1586'NORTHWEST HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1619 ***********************************************************************
 DH1619  DESIGNATION -  D 174
 DH1619  PID         -  DH1619
 DH1619  STATE/COUNTY-  AL/TUSCALOOSA
 DH1619  USGS QUAD   -  COALING (1978)
 DH1619
 DH1619                         *CURRENT SURVEY CONTROL
 DH1619  ___________________________________________________________________
 DH1619* NAD 83(1986)-  33 09 55.     (N)    087 21 47.     (W)     SCALED    
 DH1619* NAVD 88     -       120.578  (meters)     395.60   (feet)  ADJUSTED  
 DH1619  ___________________________________________________________________
 DH1619  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH1619  DYNAMIC HT  -         120.443 (meters)     395.15  (feet)  COMP
 DH1619  MODELED GRAV-     979,518.5   (mgal)                       NAVD 88
 DH1619
 DH1619  VERT ORDER  -  FIRST     CLASS II
 DH1619
 DH1619.The horizontal coordinates were scaled from a topographic map and have
 DH1619.an estimated accuracy of +/- 6 seconds.
 DH1619
 DH1619.The orthometric height was determined by differential leveling
 DH1619.and adjusted by the National Geodetic Survey in June 1991..
 DH1619
 DH1619.The geoid height was determined by GEOID03.
 DH1619
 DH1619.The dynamic height is computed by dividing the NAVD 88
 DH1619.geopotential number by the normal gravity value computed on the
 DH1619.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1619.degrees latitude (g = 980.6199 gals.).
 DH1619
 DH1619.The modeled gravity was interpolated from observed gravity values.
 DH1619
 DH1619;                    North         East    Units  Estimated Accuracy
 DH1619;SPC AL W     -   350,950.      612,770.      MT  (+/- 180 meters Scaled)
 DH1619
 DH1619                          SUPERSEDED SURVEY CONTROL
 DH1619
 DH1619  NGVD 29 (??/??/92)  120.533  (m)          395.45   (f) ADJ UNCH    1 2
 DH1619
 DH1619.Superseded values are not recommended for survey control.
 DH1619.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1619.See file dsdata.txt to determine how the superseded data were derived.
 DH1619
 DH1619_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB661696(NAD 83)
 DH1619_MARKER: DB = BENCH MARK DISK
 DH1619_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1619_SP_SET: CONCRETE BASE
 DH1619_STAMPING: D 174 1944
 DH1619_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1619
 DH1619  HISTORY     - Date     Condition        Report By
 DH1619  HISTORY     - 1944     MONUMENTED       CGS
 DH1619
 DH1619                          STATION DESCRIPTION
 DH1619
 DH1619'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1619'1.5 MI W FROM COALING.
 DH1619'1.5 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT COALING,
 DH1619'TUSCALOOSA COUNTY, 9 FEET NORTH OF AND THE SAME ELEVATION AS THE
 DH1619'CENTERLINE OF THE TRACK, AND SET HORIZONTALLY IN A DRILL HOLE IN THE
 DH1619'SOUTHWEST CORNER OF THE CONCRETE BASE OF SEMAPHORE 1857.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1839 ***********************************************************************
 DH1839  DESIGNATION -  D 175
 DH1839  PID         -  DH1839
 DH1839  STATE/COUNTY-  AL/FAYETTE
 DH1839  USGS QUAD   -  WINFIELD SE (1967)
 DH1839
 DH1839                         *CURRENT SURVEY CONTROL
 DH1839  ___________________________________________________________________
 DH1839* NAD 83(1986)-  33 49 57.     (N)    087 48 36.     (W)     SCALED    
 DH1839* NAVD 88     -       138.076  (meters)     453.00   (feet)  ADJUSTED  
 DH1839  ___________________________________________________________________
 DH1839  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 DH1839  DYNAMIC HT  -         137.932 (meters)     452.53  (feet)  COMP
 DH1839  MODELED GRAV-     979,590.9   (mgal)                       NAVD 88
 DH1839
 DH1839  VERT ORDER  -  SECOND    CLASS 0
 DH1839
 DH1839.The horizontal coordinates were scaled from a topographic map and have
 DH1839.an estimated accuracy of +/- 6 seconds.
 DH1839
 DH1839.The orthometric height was determined by differential leveling
 DH1839.and adjusted by the National Geodetic Survey in June 1991..
 DH1839
 DH1839.The geoid height was determined by GEOID03.
 DH1839
 DH1839.The dynamic height is computed by dividing the NAVD 88
 DH1839.geopotential number by the normal gravity value computed on the
 DH1839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1839.degrees latitude (g = 980.6199 gals.).
 DH1839
 DH1839.The modeled gravity was interpolated from observed gravity values.
 DH1839
 DH1839;                    North         East    Units  Estimated Accuracy
 DH1839;SPC AL W     -   424,980.      571,310.      MT  (+/- 180 meters Scaled)
 DH1839
 DH1839                          SUPERSEDED SURVEY CONTROL
 DH1839
 DH1839  NGVD 29 (??/??/92)  138.023  (m)          452.83   (f) ADJ UNCH    2 0
 DH1839
 DH1839.Superseded values are not recommended for survey control.
 DH1839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1839.See file dsdata.txt to determine how the superseded data were derived.
 DH1839
 DH1839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC250438(NAD 83)
 DH1839_MARKER: DB = BENCH MARK DISK
 DH1839_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1839_SP_SET: CULVERT
 DH1839_STAMPING: D 175 1944
 DH1839_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1839_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH1839+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 DH1839
 DH1839  HISTORY     - Date     Condition        Report By
 DH1839  HISTORY     - 1944     MONUMENTED       CGS
 DH1839  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH1839  HISTORY     - 1985     MARK NOT FOUND   NGS
 DH1839  HISTORY     - 20030113 GOOD             ALHD
 DH1839  HISTORY     - 20050519 GOOD             ALHD
 DH1839
 DH1839                          STATION DESCRIPTION
 DH1839
 DH1839'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1839'10.6 MI N FROM FAYETTE.
 DH1839'LOCATED ABOUT 10.6 MILES NORTH ALONG U. S. HIGHWAY 43 FROM THE POST
 DH1839'OFFICE AT FAYETTE, ABOUT 250 FEET NORTH OF THE CREST OF A SMALL HILL,
 DH1839'20.0 FEET WEST OF AND ABOUT 0.5 FEET BELOW THE CENTER LINE OF THE
 DH1839'HIGHWAY, IN THE TOP OF THE NORTHEAST CORNER OF A CONCRETE CATCH-BASIN
 DH1839'AND CULVERT HEADWALL.
 DH1839
 DH1839                          STATION RECOVERY (1966)
 DH1839
 DH1839'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH1839'MARK NOT FOUND.
 DH1839
 DH1839                          STATION RECOVERY (1985)
 DH1839
 DH1839'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1985
 DH1839'MARK NOT FOUND.
 DH1839
 DH1839                          STATION RECOVERY (2003)
 DH1839
 DH1839'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH1839'RECOVERED IN GOOD CONDITION.
 DH1839
 DH1839                          STATION RECOVERY (2005)
 DH1839
 DH1839'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH1839'CULVERT NO LONGER FUNCTIONS AS A DRAIN
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0788 ***********************************************************************
 EF0788  DESIGNATION -  D 177
 EF0788  PID         -  EF0788
 EF0788  STATE/COUNTY-  AL/LAWRENCE
 EF0788  USGS QUAD   -  TOWN CREEK (1988)
 EF0788
 EF0788                         *CURRENT SURVEY CONTROL
 EF0788  ___________________________________________________________________
 EF0788* NAD 83(1986)-  34 41 08.     (N)    087 23 19.     (W)     SCALED    
 EF0788* NAVD 88     -       176.599  (meters)     579.39   (feet)  ADJUSTED  
 EF0788  ___________________________________________________________________
 EF0788  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EF0788  DYNAMIC HT  -         176.435 (meters)     578.85  (feet)  COMP
 EF0788  MODELED GRAV-     979,697.2   (mgal)                       NAVD 88
 EF0788
 EF0788  VERT ORDER  -  FIRST     CLASS II
 EF0788
 EF0788.The horizontal coordinates were scaled from a topographic map and have
 EF0788.an estimated accuracy of +/- 6 seconds.
 EF0788
 EF0788.The orthometric height was determined by differential leveling
 EF0788.and adjusted by the National Geodetic Survey in June 1991..
 EF0788
 EF0788.The geoid height was determined by GEOID03.
 EF0788
 EF0788.The dynamic height is computed by dividing the NAVD 88
 EF0788.geopotential number by the normal gravity value computed on the
 EF0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0788.degrees latitude (g = 980.6199 gals.).
 EF0788
 EF0788.The modeled gravity was interpolated from observed gravity values.
 EF0788
 EF0788;                    North         East    Units  Estimated Accuracy
 EF0788;SPC AL W     -   519,570.      610,210.      MT  (+/- 180 meters Scaled)
 EF0788
 EF0788                          SUPERSEDED SURVEY CONTROL
 EF0788
 EF0788  NGVD 29 (??/??/92)  176.568  (m)          579.29   (f) ADJ UNCH    1 2
 EF0788
 EF0788.Superseded values are not recommended for survey control.
 EF0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0788.See file dsdata.txt to determine how the superseded data were derived.
 EF0788
 EF0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD644382(NAD 83)
 EF0788_MARKER: DB = BENCH MARK DISK
 EF0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0788_STAMPING: D 177 1944
 EF0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0788+STABILITY: SURFACE MOTION
 EF0788_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0788+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 EF0788
 EF0788  HISTORY     - Date     Condition        Report By
 EF0788  HISTORY     - 1944     MONUMENTED       CGS
 EF0788  HISTORY     - 1949     GOOD             TVA
 EF0788  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0788  HISTORY     - 20050106 GOOD             ALHD
 EF0788
 EF0788                          STATION DESCRIPTION
 EF0788
 EF0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0788'1.0 MI E FROM TOWN CREEK.
 EF0788'ABOUT 1.0 MILE EASTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EF0788'TOWN CREEK, AT A ROAD CROSSING, 32.0 FEET SOUTH OF AND ABOUT THE SAME
 EF0788'ELEVATION AS THE CENTER LINE OF THE RAILROAD, 30.0 FEET WEST OF THE
 EF0788'CENTER LINE OF THE ROAD, 3.0 FEET EAST OF A 4 BY 4-INCH WOODEN
 EF0788'REFERENCE POST, AND 1.0 FOOT NORTH OF THE RIGHT-OF-WAY FENCE. MONUMENT
 EF0788'PROJECTS ABOUT 0.5 FOOT.
 EF0788
 EF0788                          STATION RECOVERY (1949)
 EF0788
 EF0788'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0788'RECOVERED IN GOOD CONDITION.
 EF0788
 EF0788                          STATION RECOVERY (1982)
 EF0788
 EF0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0788'NOT RECOVERED, POSSIBLY DESTROYED BY CONSTRUCTION.
 EF0788
 EF0788                          STATION RECOVERY (2005)
 EF0788
 EF0788'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0788'4.8 FT SOUTHWEST OF A YELLOW CABLE PEDESTAL, 0.7 FT SOUTH OF A
 EF0788'CARSONITE WITNESS POST, 44.3 FT SOUTHWEST OF THE CENTER OF A ROAD
 EF0788'CROSSING, 68.6 FT WEST OF TRANSFORMER POWER POLE NO. E4 AT18
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1101 ***********************************************************************
 EF1101  DESIGNATION -  D 178
 EF1101  PID         -  EF1101
 EF1101  STATE/COUNTY-  AL/COLBERT
 EF1101  USGS QUAD   -  TUSCUMBIA (1971)
 EF1101
 EF1101                         *CURRENT SURVEY CONTROL
 EF1101  ___________________________________________________________________
 EF1101* NAD 83(1986)-  34 44 19.     (N)    087 38 06.     (W)     SCALED    
 EF1101* NAVD 88     -       157.180  (meters)     515.68   (feet)  ADJUSTED  
 EF1101  ___________________________________________________________________
 EF1101  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EF1101  DYNAMIC HT  -         157.030 (meters)     515.19  (feet)  COMP
 EF1101  MODELED GRAV-     979,675.6   (mgal)                       NAVD 88
 EF1101
 EF1101  VERT ORDER  -  FIRST     CLASS II
 EF1101
 EF1101.The horizontal coordinates were scaled from a topographic map and have
 EF1101.an estimated accuracy of +/- 6 seconds.
 EF1101
 EF1101.The orthometric height was determined by differential leveling
 EF1101.and adjusted by the National Geodetic Survey in June 1991..
 EF1101
 EF1101.The geoid height was determined by GEOID03.
 EF1101
 EF1101.The dynamic height is computed by dividing the NAVD 88
 EF1101.geopotential number by the normal gravity value computed on the
 EF1101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1101.degrees latitude (g = 980.6199 gals.).
 EF1101
 EF1101.The modeled gravity was interpolated from observed gravity values.
 EF1101
 EF1101;                    North         East    Units  Estimated Accuracy
 EF1101;SPC AL W     -   525,460.      587,640.      MT  (+/- 180 meters Scaled)
 EF1101
 EF1101                          SUPERSEDED SURVEY CONTROL
 EF1101
 EF1101  NGVD 29 (??/??/92)  157.140  (m)          515.55   (f) ADJ UNCH    1 2
 EF1101
 EF1101.Superseded values are not recommended for survey control.
 EF1101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1101.See file dsdata.txt to determine how the superseded data were derived.
 EF1101
 EF1101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD418442(NAD 83)
 EF1101_MARKER: DB = BENCH MARK DISK
 EF1101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1101_STAMPING: D 178 1944
 EF1101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1101+STABILITY: SURFACE MOTION
 EF1101
 EF1101  HISTORY     - Date     Condition        Report By
 EF1101  HISTORY     - 1944     MONUMENTED       CGS
 EF1101  HISTORY     - 1975     GOOD             NGS
 EF1101  HISTORY     - 1982     GOOD             NGS
 EF1101
 EF1101                          STATION DESCRIPTION
 EF1101
 EF1101'DESCRIBED BY NATIONAL GEODETIC SURVEY 1975
 EF1101'IN MUSCLE SHOALS.
 EF1101'NEW DESCRIPTION FOLLOWS-- TO REACH THE MARK FROM THE MUSCLE SHOALS
 EF1101'AIRPORT GO SOUTH 0.1 MILE TO AVALON AVENUE, TURN RIGHT, (WEST), AND GO
 EF1101'0.9 MILES TO WILSON DAM HIGHWAY (STATE HIGHWAY 133), TURN LEFT
 EF1101'(SOUTH), AND GO 0.4 MILES TO MARK ON LEFT.  THE MARK IS LOCATED N.W.
 EF1101'OF A BRICK HOME, 3.7 FEET SOUTH OF THE INTERSECTION OF THE SIDEWALKS
 EF1101'ALONG WILSON DAM HIGHWAY AND GOVERNMENT BOULEVARD, AND 0.5 FOOT EAST
 EF1101'OF THE NORTH-AND-SOUTH SIDEWALK.  A STANDARD DISK, STAMPED D 178 1944
 EF1101'AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
 EF1101
 EF1101                          STATION RECOVERY (1982)
 EF1101
 EF1101'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1101'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1061 ***********************************************************************
 EF1061  DESIGNATION -  D 179
 EF1061  PID         -  EF1061
 EF1061  STATE/COUNTY-  AL/COLBERT
 EF1061  USGS QUAD   -  CHEROKEE (1988)
 EF1061
 EF1061                         *CURRENT SURVEY CONTROL
 EF1061  ___________________________________________________________________
 EF1061* NAD 83(1986)-  34 45 19.     (N)    087 58 12.     (W)     SCALED    
 EF1061* NAVD 88     -       155.028  (meters)     508.62   (feet)  ADJUSTED  
 EF1061  ___________________________________________________________________
 EF1061  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EF1061  DYNAMIC HT  -         154.879 (meters)     508.13  (feet)  COMP
 EF1061  MODELED GRAV-     979,668.4   (mgal)                       NAVD 88
 EF1061
 EF1061  VERT ORDER  -  FIRST     CLASS II
 EF1061
 EF1061.The horizontal coordinates were scaled from a topographic map and have
 EF1061.an estimated accuracy of +/- 6 seconds.
 EF1061
 EF1061.The orthometric height was determined by differential leveling
 EF1061.and adjusted by the National Geodetic Survey in June 1991..
 EF1061
 EF1061.The geoid height was determined by GEOID03.
 EF1061
 EF1061.The dynamic height is computed by dividing the NAVD 88
 EF1061.geopotential number by the normal gravity value computed on the
 EF1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1061.degrees latitude (g = 980.6199 gals.).
 EF1061
 EF1061.The modeled gravity was interpolated from observed gravity values.
 EF1061
 EF1061;                    North         East    Units  Estimated Accuracy
 EF1061;SPC AL W     -   527,400.      556,970.      MT  (+/- 180 meters Scaled)
 EF1061
 EF1061                          SUPERSEDED SURVEY CONTROL
 EF1061
 EF1061  NGVD 29 (??/??/92)  155.025  (m)          508.61   (f) ADJ UNCH    1 2
 EF1061
 EF1061.Superseded values are not recommended for survey control.
 EF1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1061.See file dsdata.txt to determine how the superseded data were derived.
 EF1061
 EF1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD112463(NAD 83)
 EF1061_MARKER: DB = BENCH MARK DISK
 EF1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF1061_SP_SET: CULVERT
 EF1061_STAMPING: D 179 1944
 EF1061_MARK LOGO: CGS   
 EF1061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1061
 EF1061  HISTORY     - Date     Condition        Report By
 EF1061  HISTORY     - 1944     MONUMENTED       CGS
 EF1061  HISTORY     - 1970     GOOD             TVA
 EF1061  HISTORY     - 1982     GOOD             NGS
 EF1061
 EF1061                          STATION DESCRIPTION
 EF1061
 EF1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF1061'0.2 MI E FROM CHEROKEE.
 EF1061'ABOUT 0.2 MILE EASTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EF1061'CHEROKEE, 30.0 FEET SOUTH OF AND ABOUT 8 FEET BELOW THE CENTER LINE OF
 EF1061'THE RAILROAD, 20.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE
 EF1061'CENTER LINE OF U. S. HIGHWAY 72, AND SET HORIZONTALLY IN THE TOP OF
 EF1061'THE WEST END OF THE NORTH HEADWALL OF A CONCRETE CULVERT UNDER THE
 EF1061'HIGHWAY.
 EF1061
 EF1061                          STATION RECOVERY (1970)
 EF1061
 EF1061'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1970
 EF1061'RECOVERED IN GOOD CONDITION.
 EF1061
 EF1061                          STATION RECOVERY (1982)
 EF1061
 EF1061'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1061'RECOVERED IN GOOD CONDITION.  RAILROAD STATION SIGN REMAINS, TO REACH
 EF1061'IS ADEQUATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0226 ***********************************************************************
 BU0226  DESIGNATION -  D 18
 BU0226  PID         -  BU0226
 BU0226  STATE/COUNTY-  AL/GENEVA
 BU0226  USGS QUAD   -  HACODA (1969)
 BU0226
 BU0226                         *CURRENT SURVEY CONTROL
 BU0226  ___________________________________________________________________
 BU0226* NAD 83(1986)-  31 04 51.     (N)    086 08 00.     (W)     SCALED    
 BU0226* NAVD 88     -        45.234  (meters)     148.41   (feet)  ADJUSTED  
 BU0226  ___________________________________________________________________
 BU0226  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 BU0226  DYNAMIC HT  -          45.177 (meters)     148.22  (feet)  COMP
 BU0226  MODELED GRAV-     979,390.6   (mgal)                       NAVD 88
 BU0226
 BU0226  VERT ORDER  -  SECOND    CLASS 0
 BU0226
 BU0226.The horizontal coordinates were scaled from a topographic map and have
 BU0226.an estimated accuracy of +/- 6 seconds.
 BU0226
 BU0226.The orthometric height was determined by differential leveling
 BU0226.and adjusted by the National Geodetic Survey in June 1991..
 BU0226
 BU0226.The geoid height was determined by GEOID03.
 BU0226
 BU0226.The dynamic height is computed by dividing the NAVD 88
 BU0226.geopotential number by the normal gravity value computed on the
 BU0226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0226.degrees latitude (g = 980.6199 gals.).
 BU0226
 BU0226.The modeled gravity was interpolated from observed gravity values.
 BU0226
 BU0226;                    North         East    Units  Estimated Accuracy
 BU0226;SPC AL E     -    64,430.      171,370.      MT  (+/- 180 meters Scaled)
 BU0226
 BU0226                          SUPERSEDED SURVEY CONTROL
 BU0226
 BU0226  NGVD 29 (??/??/92)   45.292  (m)          148.60   (f) ADJ UNCH    2 0
 BU0226
 BU0226.Superseded values are not recommended for survey control.
 BU0226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0226.See file dsdata.txt to determine how the superseded data were derived.
 BU0226
 BU0226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV826388(NAD 83)
 BU0226_MARKER: DB = BENCH MARK DISK
 BU0226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0226_STAMPING: D 18 1934
 BU0226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0226+STABILITY: SURFACE MOTION
 BU0226
 BU0226  HISTORY     - Date     Condition        Report By
 BU0226  HISTORY     - 1934     MONUMENTED       CGS
 BU0226  HISTORY     - 1955     GOOD             NGS
 BU0226  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0226
 BU0226                          STATION DESCRIPTION
 BU0226
 BU0226'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0226'2.25 MI E FROM HACODA.
 BU0226'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 54 FROM THE SCHOOL AT
 BU0226'HACODA, THENCE ABOUT 2.1 MILES EAST ALONG A ROAD FOLLOWING THE OLD
 BU0226'ABANDONED CENTRAL OF GEORGIA RAILWAY, AT A NORTH-SOUTH ROAD CROSSING,
 BU0226'35 FEET NORTH OF CENTER LINE OF ROAD FOLLOWING OLD RAILWAY GRADE, 40
 BU0226'FEET WEST OF CENTER LINE OF NORTH-SOUTH ROAD, 60 FEET SOUTHWEST AND
 BU0226'ACROSS NORTH-SOUTH ROAD FROM A TRIANGULAR BLAZED 10-INCH PINE TREE,
 BU0226'ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE
 BU0226'POST PROJECTING 2 INCHES.
 BU0226
 BU0226                          STATION RECOVERY (1969)
 BU0226
 BU0226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0226'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0866 ***********************************************************************
 BT0866  DESIGNATION -  D 180
 BT0866  PID         -  BT0866
 BT0866  STATE/COUNTY-  AL/DALE
 BT0866  USGS QUAD   -  MIDLAND CITY (1981)
 BT0866
 BT0866                         *CURRENT SURVEY CONTROL
 BT0866  ___________________________________________________________________
 BT0866* NAD 83(1986)-  31 18 49.     (N)    085 27 41.     (W)     SCALED    
 BT0866* NAVD 88     -       110.983  (meters)     364.12   (feet)  ADJUSTED  
 BT0866  ___________________________________________________________________
 BT0866  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 BT0866  DYNAMIC HT  -         110.846 (meters)     363.67  (feet)  COMP
 BT0866  MODELED GRAV-     979,407.2   (mgal)                       NAVD 88
 BT0866
 BT0866  VERT ORDER  -  SECOND    CLASS 0
 BT0866
 BT0866.The horizontal coordinates were scaled from a topographic map and have
 BT0866.an estimated accuracy of +/- 6 seconds.
 BT0866
 BT0866.The orthometric height was determined by differential leveling
 BT0866.and adjusted by the National Geodetic Survey in June 1991..
 BT0866
 BT0866.The geoid height was determined by GEOID03.
 BT0866
 BT0866.The dynamic height is computed by dividing the NAVD 88
 BT0866.geopotential number by the normal gravity value computed on the
 BT0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0866.degrees latitude (g = 980.6199 gals.).
 BT0866
 BT0866.The modeled gravity was interpolated from observed gravity values.
 BT0866
 BT0866;                    North         East    Units  Estimated Accuracy
 BT0866;SPC AL E     -    90,260.      235,400.      MT  (+/- 180 meters Scaled)
 BT0866
 BT0866                          SUPERSEDED SURVEY CONTROL
 BT0866
 BT0866  NGVD 29 (??/??/92)  111.061  (m)          364.37   (f) ADJ UNCH    2 0
 BT0866
 BT0866.Superseded values are not recommended for survey control.
 BT0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0866.See file dsdata.txt to determine how the superseded data were derived.
 BT0866
 BT0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV464653(NAD 83)
 BT0866_MARKER: DB = BENCH MARK DISK
 BT0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0866_STAMPING: D 180 1945
 BT0866_PROJECTION: RECESSED 3 CENTIMETERS
 BT0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0866+STABILITY: SURFACE MOTION
 BT0866
 BT0866  HISTORY     - Date     Condition        Report By
 BT0866  HISTORY     - 1945     MONUMENTED       CGS
 BT0866  HISTORY     - 1953     GOOD             NGS
 BT0866  HISTORY     - 1981     MARK NOT FOUND   NGS
 BT0866
 BT0866                          STATION DESCRIPTION
 BT0866
 BT0866'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BT0866'1.3 MI NW FROM GRIMES.
 BT0866'ABOUT 1.3 MILES NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 BT0866'FROM THE STATION AT GRIMES, AT THE FORMER MAIN ENTRANCE TO NAPIER
 BT0866'FIELD, 98 FEET NORTH OF NORTH RAIL, 69 FEET WEST-SOUTHWEST OF
 BT0866'NORTHWEST CORNER OF CONCRETE PLATFORM OF ABANDONED GUARD HOUSE,
 BT0866'1 FOOT NORTH OF A STEEL FENCE LINE, 137 FEET WEST OF BM P 24 B
 BT0866'(USE), 71 FEET NORTHWEST OF CENTER OF WEST END OF A 24-INCH
 BT0866'PIPE CULVERT UNDER ENTRANCE ROAD, ABOUT LEVEL WITH TRACK AND SET
 BT0866'IN THE TOP OF A CONCRETE POST ABOUT 2 INCHES UNDERGROUND.
 BT0866
 BT0866                          STATION RECOVERY (1981)
 BT0866
 BT0866'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BT0866'SEARCHED FOR AND NOT RECOVERED, DESCRIPTION NOW INADEQUATE AND EXACT
 BT0866'LOCATION COULD NOT BE FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0041 ***********************************************************************
 BH0041  DESIGNATION -  D 181
 BH0041  PID         -  BH0041
 BH0041  STATE/COUNTY-  AL/MOBILE
 BH0041  USGS QUAD   -  MOBILE (1982)
 BH0041
 BH0041                         *CURRENT SURVEY CONTROL
 BH0041  ___________________________________________________________________
 BH0041* NAD 83(1986)-  30 38 58.     (N)    088 03 45.     (W)     SCALED    
 BH0041* NAVD 88     -         3.001  (meters)       9.85   (feet)  POSTED    
 BH0041  ___________________________________________________________________
 BH0041  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0041  DYNAMIC HT  -           3.000 (meters)       9.84  (feet)  COMP
 BH0041  MODELED GRAV-     979,337.0   (mgal)                       NAVD 88
 BH0041
 BH0041  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BH0041
 BH0041.This mark is at Mobile (DOWNTOWN) Airport (BFM)
 BH0041
 BH0041.The horizontal coordinates were scaled from a topographic map and have
 BH0041.an estimated accuracy of +/- 6 seconds.
 BH0041
 BH0041.The orthometric height was determined by differential leveling
 BH0041.and adjusted by the National Geodetic Survey in 1992..
 BH0041.No vertical observational check was made to the station.
 BH0041.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BH0041.was located on a no-check spur therefore a value was not computed.
 BH0041
 BH0041.The geoid height was determined by GEOID03.
 BH0041
 BH0041.The dynamic height is computed by dividing the NAVD 88
 BH0041.geopotential number by the normal gravity value computed on the
 BH0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0041.degrees latitude (g = 980.6199 gals.).
 BH0041
 BH0041.The modeled gravity was interpolated from observed gravity values.
 BH0041
 BH0041;                    North         East    Units  Estimated Accuracy
 BH0041;SPC AL W     -    72,130.      546,090.      MT  (+/- 180 meters Scaled)
 BH0041
 BH0041                          SUPERSEDED SURVEY CONTROL
 BH0041
 BH0041  NGVD 29 (??/??/??)    3.010  (m)            9.88   (f) ADJUSTED    1 2
 BH0041
 BH0041.Superseded values are not recommended for survey control.
 BH0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0041.See file dsdata.txt to determine how the superseded data were derived.
 BH0041
 BH0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU981912(NAD 83)
 BH0041_MARKER: DB = BENCH MARK DISK
 BH0041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0041_SP_SET: CULVERT
 BH0041_STAMPING: D 181 1944
 BH0041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0041
 BH0041  HISTORY     - Date     Condition        Report By
 BH0041  HISTORY     - 1944     MONUMENTED       CGS
 BH0041  HISTORY     - 1955     GOOD             CGS
 BH0041  HISTORY     - 1968     MARK NOT FOUND   CGS
 BH0041
 BH0041                          STATION DESCRIPTION
 BH0041
 BH0041'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0041'IN MOBILE.
 BH0041'AT BROOKLEY AFB (FORMERLY BROOKLEY FIELD), MOBILE COUNTY, AT THE MAIN
 BH0041'ENTRANCE TO THE FIELD, 63 FEET SOUTH OF THE MAIN GATE, 48 FEET WEST OF
 BH0041'THE CENTERLINE OF THE MAIN ROAD LEADING INTO THE FIELD, AND IN THE
 BH0041'NORTH END OF A 24-FOOT CONCRETE CULVERT.  A STANDARD DISK, STAMPED D
 BH0041'181 1944.  NOTE-- ENTIRE CULVERT HEADWALL AND CULVERT APPEARS TO HAVE
 BH0041'SUNK DURING ADDITION OF ANOTHER CULVERT TO EXISTING ONE OR TO OTHER
 BH0041'CAUSES.  LINE WAS RUN FROM C 181 TO D 181 AND CLOSED ON C 181, A
 BH0041'DISTANCE OF ABOUT 1.6 MILES WITH A CLOSING ERROR OF 0.033 FEET.  THIS
 BH0041'WILL GIVE AN ADJUSTED VALUE TO D 181 OF 9.563 FEET OR 0.312 FEET LOWER
 BH0041'THAN PUBLISHED ELEVATION.
 BH0041
 BH0041                          STATION RECOVERY (1968)
 BH0041
 BH0041'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968
 BH0041'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0038 ***********************************************************************
 BH0038  DESIGNATION -  D 181 RESET
 BH0038  PID         -  BH0038
 BH0038  STATE/COUNTY-  AL/MOBILE
 BH0038  USGS QUAD   -  MOBILE (1982)
 BH0038
 BH0038                         *CURRENT SURVEY CONTROL
 BH0038  ___________________________________________________________________
 BH0038* NAD 83(1986)-  30 38 54.     (N)    088 03 46.     (W)     SCALED    
 BH0038* NAVD 88     -         2.94   (+/-2cm)       9.6    (feet)  VERTCON   
 BH0038  ___________________________________________________________________
 BH0038  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0038
 BH0038  VERT ORDER  -  THIRD (See Below)
 BH0038
 BH0038.This mark is at Mobile (DOWNTOWN) Airport (BFM)
 BH0038
 BH0038.The horizontal coordinates were scaled from a topographic map and have
 BH0038.an estimated accuracy of +/- 6 seconds.
 BH0038
 BH0038.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0038.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0038.The vertical order pertains to the NGVD 29 superseded value.
 BH0038
 BH0038.The geoid height was determined by GEOID03.
 BH0038
 BH0038;                    North         East    Units  Estimated Accuracy
 BH0038;SPC AL W     -    72,000.      546,060.      MT  (+/- 180 meters Scaled)
 BH0038
 BH0038                          SUPERSEDED SURVEY CONTROL
 BH0038
 BH0038  NGVD 29 (??/??/??)    2.92   (m)            9.6    (f) RESET       3  
 BH0038
 BH0038.Superseded values are not recommended for survey control.
 BH0038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0038.See file dsdata.txt to determine how the superseded data were derived.
 BH0038
 BH0038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU981911(NAD 83)
 BH0038_MARKER: DB = BENCH MARK DISK
 BH0038_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0038_SP_SET: CULVERT
 BH0038_STAMPING: D 181 RESET 1968
 BH0038_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0038
 BH0038  HISTORY     - Date     Condition        Report By
 BH0038  HISTORY     - 1968     MONUMENTED       CGS
 BH0038
 BH0038                          STATION DESCRIPTION
 BH0038
 BH0038'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0038'IN MOBILE.
 BH0038'AT MOBILE, AT BROOKLEY AIR FORCE BASE, ABOUT 0.1 MILE SOUTH OF THE
 BH0038'MAIN GATE, IN THE SOUTHWEST CORNER OF THE JUNCTION OF AVENUE G AND
 BH0038'PIER STREET, SET IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL FOR
 BH0038'A 10-FOOT BOX CULVERT UNDER AVENUE G, 12.5 FEET WEST OF THE WEST CURB
 BH0038'OF AVENUE G AND 2 FEET BELOW THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0794 ***********************************************************************
 EF0794  DESIGNATION -  D 182
 EF0794  PID         -  EF0794
 EF0794  STATE/COUNTY-  AL/LAWRENCE
 EF0794  USGS QUAD   -  COURTLAND (1974)
 EF0794
 EF0794                         *CURRENT SURVEY CONTROL
 EF0794  ___________________________________________________________________
 EF0794* NAD 83(1986)-  34 39 33.     (N)    087 20 34.     (W)     SCALED    
 EF0794* NAVD 88     -       176.158  (meters)     577.95   (feet)  ADJUSTED  
 EF0794  ___________________________________________________________________
 EF0794  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 EF0794  DYNAMIC HT  -         175.993 (meters)     577.40  (feet)  COMP
 EF0794  MODELED GRAV-     979,695.2   (mgal)                       NAVD 88
 EF0794
 EF0794  VERT ORDER  -  FIRST     CLASS II
 EF0794
 EF0794.This mark is at Industrial Airpark  (9A4)
 EF0794
 EF0794.The horizontal coordinates were scaled from a topographic map and have
 EF0794.an estimated accuracy of +/- 6 seconds.
 EF0794
 EF0794.The orthometric height was determined by differential leveling
 EF0794.and adjusted by the National Geodetic Survey in June 1991..
 EF0794
 EF0794.The geoid height was determined by GEOID03.
 EF0794
 EF0794.The dynamic height is computed by dividing the NAVD 88
 EF0794.geopotential number by the normal gravity value computed on the
 EF0794.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0794.degrees latitude (g = 980.6199 gals.).
 EF0794
 EF0794.The modeled gravity was interpolated from observed gravity values.
 EF0794
 EF0794;                    North         East    Units  Estimated Accuracy
 EF0794;SPC AL W     -   516,650.      614,410.      MT  (+/- 180 meters Scaled)
 EF0794
 EF0794                          SUPERSEDED SURVEY CONTROL
 EF0794
 EF0794  NGVD 29 (??/??/92)  176.129  (m)          577.85   (f) ADJ UNCH    1 2
 EF0794
 EF0794.Superseded values are not recommended for survey control.
 EF0794.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0794.See file dsdata.txt to determine how the superseded data were derived.
 EF0794
 EF0794_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD685353(NAD 83)
 EF0794_MARKER: DB = BENCH MARK DISK
 EF0794_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0794_SP_SET: WALL
 EF0794_STAMPING: D 182 1945
 EF0794_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0794
 EF0794  HISTORY     - Date     Condition        Report By
 EF0794  HISTORY     - 1945     MONUMENTED       CGS
 EF0794
 EF0794                          STATION DESCRIPTION
 EF0794
 EF0794'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EF0794'2.0 MI W FROM COURTLAND.
 EF0794'ABOUT 2.0 MILES WEST OF COURTLAND, AT THE COURTLAND ARMY AIR FIELD, AT
 EF0794'THE SOUTHWEST CORNER OF HANGAR P.L.M., 28.3 FEET WEST OF FIRE PLUG NO.
 EF0794'L 17, 4.6 FEET ABOVE THE GROUND, 1.4 FEET EAST OF THE SOUTHWEST
 EF0794'CORNER.  A BRONZE DISK SET VERTICALLY IN BRICK WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0245 ***********************************************************************
 EG0245  DESIGNATION -  D 183
 EG0245  PID         -  EG0245
 EG0245  STATE/COUNTY-  AL/FRANKLIN
 EG0245  USGS QUAD   -  VINA (1976)
 EG0245
 EG0245                         *CURRENT SURVEY CONTROL
 EG0245  ___________________________________________________________________
 EG0245* NAD 83(1986)-  34 19 29.     (N)    088 02 04.     (W)     SCALED    
 EG0245* NAVD 88     -       208.786  (meters)     684.99   (feet)  ADJUSTED  
 EG0245  ___________________________________________________________________
 EG0245  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EG0245  DYNAMIC HT  -         208.575 (meters)     684.30  (feet)  COMP
 EG0245  MODELED GRAV-     979,622.0   (mgal)                       NAVD 88
 EG0245
 EG0245  VERT ORDER  -  SECOND    CLASS 0
 EG0245
 EG0245.The horizontal coordinates were scaled from a topographic map and have
 EG0245.an estimated accuracy of +/- 6 seconds.
 EG0245
 EG0245.The orthometric height was determined by differential leveling
 EG0245.and adjusted by the National Geodetic Survey in June 1991..
 EG0245
 EG0245.The geoid height was determined by GEOID03.
 EG0245
 EG0245.The dynamic height is computed by dividing the NAVD 88
 EG0245.geopotential number by the normal gravity value computed on the
 EG0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0245.degrees latitude (g = 980.6199 gals.).
 EG0245
 EG0245.The modeled gravity was interpolated from observed gravity values.
 EG0245
 EG0245;                    North         East    Units  Estimated Accuracy
 EG0245;SPC AL W     -   479,670.      550,820.      MT  (+/- 180 meters Scaled)
 EG0245
 EG0245                          SUPERSEDED SURVEY CONTROL
 EG0245
 EG0245  NGVD 29 (??/??/92)  208.732  (m)          684.81   (f) ADJ UNCH    2 0
 EG0245
 EG0245.Superseded values are not recommended for survey control.
 EG0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0245.See file dsdata.txt to determine how the superseded data were derived.
 EG0245
 EG0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC048986(NAD 83)
 EG0245_MARKER: DB = BENCH MARK DISK
 EG0245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0245_STAMPING: D 183 1945
 EG0245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0245+STABILITY: SURFACE MOTION
 EG0245_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0245+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 EG0245
 EG0245  HISTORY     - Date     Condition        Report By
 EG0245  HISTORY     - 1945     MONUMENTED       CGS
 EG0245  HISTORY     - 1950     GOOD             TVA
 EG0245  HISTORY     - 20050224 GOOD             ALHD
 EG0245
 EG0245                          STATION DESCRIPTION
 EG0245
 EG0245'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EG0245'4.9 MI SE FROM VINA.
 EG0245'ABOUT 2.0 MILES EAST ALONG THE RED BAY-HACKLEBURG ROAD FROM THE
 EG0245'ILLINOIS CENTRAL RAILROAD STATION AT VINA, THENCE 2.9 MILES SOUTH
 EG0245'ALONG THE ROAD TO BEXAR, 44.5 FEET NORTH OF THE NORTH CORNER OF A FARM
 EG0245'HOUSE ON THE SOUTHEAST SIDE OF THE ROAD, 12.5 FEET NORTH OF THE CENTER
 EG0245'OF A WELL, 19.5 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE
 EG0245'OF THE ROAD, ABOUT 0.2 MILE SOUTHWEST OF THE JUNCTION OF A ROAD
 EG0245'LEADING SOUTHEAST, 2.8 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST.
 EG0245'A BRONZE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING 8 IN.
 EG0245'ABOVE THE GROUND.
 EG0245
 EG0245                          STATION RECOVERY (1950)
 EG0245
 EG0245'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0245'RECOVERED IN GOOD CONDITION.
 EG0245
 EG0245                          STATION RECOVERY (2005)
 EG0245
 EG0245'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EG0245'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG1279 ***********************************************************************
 EG1279  DESIGNATION -  D 184
 EG1279  PID         -  EG1279
 EG1279  STATE/COUNTY-  AL/MARION
 EG1279  USGS QUAD   -  WESTON (1982)
 EG1279
 EG1279                         *CURRENT SURVEY CONTROL
 EG1279  ___________________________________________________________________
 EG1279* NAD 83(1986)-  34 13 14.     (N)    088 01 02.     (W)     SCALED    
 EG1279* NAVD 88     -       225.936  (meters)     741.26   (feet)  ADJUSTED  
 EG1279  ___________________________________________________________________
 EG1279  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EG1279  DYNAMIC HT  -         225.708 (meters)     740.51  (feet)  COMP
 EG1279  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 EG1279
 EG1279  VERT ORDER  -  SECOND    CLASS 0
 EG1279
 EG1279.The horizontal coordinates were scaled from a topographic map and have
 EG1279.an estimated accuracy of +/- 6 seconds.
 EG1279
 EG1279.The orthometric height was determined by differential leveling
 EG1279.and adjusted by the National Geodetic Survey in June 1991..
 EG1279
 EG1279.The geoid height was determined by GEOID03.
 EG1279
 EG1279.The dynamic height is computed by dividing the NAVD 88
 EG1279.geopotential number by the normal gravity value computed on the
 EG1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1279.degrees latitude (g = 980.6199 gals.).
 EG1279
 EG1279.The modeled gravity was interpolated from observed gravity values.
 EG1279
 EG1279;                    North         East    Units  Estimated Accuracy
 EG1279;SPC AL W     -   468,100.      552,340.      MT  (+/- 180 meters Scaled)
 EG1279
 EG1279                          SUPERSEDED SURVEY CONTROL
 EG1279
 EG1279  NGVD 29 (??/??/92)  225.878  (m)          741.07   (f) ADJ UNCH    2 0
 EG1279
 EG1279.Superseded values are not recommended for survey control.
 EG1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1279.See file dsdata.txt to determine how the superseded data were derived.
 EG1279
 EG1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC063870(NAD 83)
 EG1279_MARKER: DB = BENCH MARK DISK
 EG1279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1279_STAMPING: D 184 1945
 EG1279_MARK LOGO: CGS   
 EG1279_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1279+STABILITY: SURFACE MOTION
 EG1279
 EG1279  HISTORY     - Date     Condition        Report By
 EG1279  HISTORY     - 194512   MONUMENTED       CGS
 EG1279
 EG1279                          STATION DESCRIPTION
 EG1279
 EG1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CS)
 EG1279'18.9 MI (30.4 KM) NORTHWEST OF HAMILTON. FROM THE COURTHOUSE AT
 EG1279'HAMILTON GO NORTHEAST 8.0 MI (12.9 KM) ALONG US HIGHWAY 43 TO DEES
 EG1279'STORE, THENCE ABOUT 5.2 MI (8.4 KM) IN A WESTERLY DIRECTION TO THE NEW
 EG1279'HOME SCHOOL, THENCE SOUTH 1.2 MI (1.9 KM) TO THE T JUNCTION OF A ROAD
 EG1279'LEADING WEST, THENCE WEST AND WINDING, 4.5 MI (7.2 KM) TO THE BENCH
 EG1279'MARK.  OPPOSITE THE ROAD FROM AND 65 FT (19.8 M) EAST OF THE SOUTH END
 EG1279'OF A TERRACED FIELD, 170 YARDS NORTHEAST OF THE TOP OF A GRADE, 20.5
 EG1279'FT (6.2 M) NORTHWEST OF AND ABOUT LEVEL WITH THE CENTERLINE OF THE
 EG1279'ROAD, 2 FT (0.6 M) NORTHEAST OF A WHITE, WOODEN WITNESS POST.  A
 EG1279'BRONZE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING 8 INCHES
 EG1279'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0086 ***********************************************************************
 DJ0086  DESIGNATION -  D 185
 DJ0086  PID         -  DJ0086
 DJ0086  STATE/COUNTY-  AL/LAMAR
 DJ0086  USGS QUAD   -  HIGHTOGY (1985)
 DJ0086
 DJ0086                         *CURRENT SURVEY CONTROL
 DJ0086  ___________________________________________________________________
 DJ0086* NAD 83(1986)-  33 44 55.     (N)    088 00 43.     (W)     SCALED    
 DJ0086* NAVD 88     -       107.864  (meters)     353.88   (feet)  ADJUSTED  
 DJ0086  ___________________________________________________________________
 DJ0086  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DJ0086  DYNAMIC HT  -         107.751 (meters)     353.51  (feet)  COMP
 DJ0086  MODELED GRAV-     979,590.9   (mgal)                       NAVD 88
 DJ0086
 DJ0086  VERT ORDER  -  SECOND    CLASS 0
 DJ0086
 DJ0086.The horizontal coordinates were scaled from a topographic map and have
 DJ0086.an estimated accuracy of +/- 6 seconds.
 DJ0086
 DJ0086.The orthometric height was determined by differential leveling
 DJ0086.and adjusted by the National Geodetic Survey in June 1991..
 DJ0086
 DJ0086.The geoid height was determined by GEOID03.
 DJ0086
 DJ0086.The dynamic height is computed by dividing the NAVD 88
 DJ0086.geopotential number by the normal gravity value computed on the
 DJ0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0086.degrees latitude (g = 980.6199 gals.).
 DJ0086
 DJ0086.The modeled gravity was interpolated from observed gravity values.
 DJ0086
 DJ0086;                    North         East    Units  Estimated Accuracy
 DJ0086;SPC AL W     -   415,750.      552,570.      MT  (+/- 180 meters Scaled)
 DJ0086
 DJ0086                          SUPERSEDED SURVEY CONTROL
 DJ0086
 DJ0086  NGVD 29 (??/??/92)  107.823  (m)          353.75   (f) ADJ UNCH    2 0
 DJ0086
 DJ0086.Superseded values are not recommended for survey control.
 DJ0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0086.See file dsdata.txt to determine how the superseded data were derived.
 DJ0086
 DJ0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC062347(NAD 83)
 DJ0086_MARKER: DB = BENCH MARK DISK
 DJ0086_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0086_SP_SET: CULVERT
 DJ0086_STAMPING: D 185 1946
 DJ0086_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0086
 DJ0086  HISTORY     - Date     Condition        Report By
 DJ0086  HISTORY     - 1946     MONUMENTED       CGS
 DJ0086
 DJ0086                          STATION DESCRIPTION
 DJ0086
 DJ0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0086'0.65 MI W FROM CROSSVILLE.
 DJ0086'ABOUT 0.65 MILE WEST ALONG STATE HIGHWAY 18 FROM CROSSVILLE, 135 FEET
 DJ0086'WEST OF THE CENTER OF THE JUNCTION WITH A SIDE ROAD TO THE SOUTHWEST,
 DJ0086'SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL OF A 6 FOOT
 DJ0086'CONCRETE BOX CULVERT, 18 FEET SOUTH OF THE CENTER OF THE HIGHWAY, 1
 DJ0086'FOOT BELOW THE LEVEL OF THE HIGHWAY AND 6 INCHES EAST OF THE WEST END
 DJ0086'OF THE HEAD WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1803 ***********************************************************************
 DH1803  DESIGNATION -  D 186
 DH1803  PID         -  DH1803
 DH1803  STATE/COUNTY-  AL/FAYETTE
 DH1803  USGS QUAD   -  BLUFF (1983)
 DH1803
 DH1803                         *CURRENT SURVEY CONTROL
 DH1803  ___________________________________________________________________
 DH1803* NAD 83(1986)-  33 49 10.     (N)    087 54 49.     (W)     SCALED    
 DH1803* NAVD 88     -       136.853  (meters)     448.99   (feet)  ADJUSTED  
 DH1803  ___________________________________________________________________
 DH1803  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 DH1803  DYNAMIC HT  -         136.711 (meters)     448.53  (feet)  COMP
 DH1803  MODELED GRAV-     979,594.3   (mgal)                       NAVD 88
 DH1803
 DH1803  VERT ORDER  -  SECOND    CLASS 0
 DH1803
 DH1803.The horizontal coordinates were scaled from a topographic map and have
 DH1803.an estimated accuracy of +/- 6 seconds.
 DH1803
 DH1803.The orthometric height was determined by differential leveling
 DH1803.and adjusted by the National Geodetic Survey in June 1991..
 DH1803
 DH1803.The geoid height was determined by GEOID03.
 DH1803
 DH1803.The dynamic height is computed by dividing the NAVD 88
 DH1803.geopotential number by the normal gravity value computed on the
 DH1803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1803.degrees latitude (g = 980.6199 gals.).
 DH1803
 DH1803.The modeled gravity was interpolated from observed gravity values.
 DH1803
 DH1803;                    North         East    Units  Estimated Accuracy
 DH1803;SPC AL W     -   423,570.      561,710.      MT  (+/- 180 meters Scaled)
 DH1803
 DH1803                          SUPERSEDED SURVEY CONTROL
 DH1803
 DH1803  NGVD 29 (??/??/92)  136.805  (m)          448.83   (f) ADJ UNCH    2 0
 DH1803
 DH1803.Superseded values are not recommended for survey control.
 DH1803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1803.See file dsdata.txt to determine how the superseded data were derived.
 DH1803
 DH1803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC154425(NAD 83)
 DH1803_MARKER: DB = BENCH MARK DISK
 DH1803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1803_STAMPING: D 186 1946
 DH1803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1803+STABILITY: SURFACE MOTION
 DH1803
 DH1803  HISTORY     - Date     Condition        Report By
 DH1803  HISTORY     - 1946     MONUMENTED       CGS
 DH1803  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH1803
 DH1803                          STATION DESCRIPTION
 DH1803
 DH1803'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1803'0.5 MI W FROM BLUFF.
 DH1803'ABOUT 0.5 MILE WEST ALONG THE ROAD TO FAIRVIEW SCHOOL FROM BLUFF, AT
 DH1803'THE TOP OF A SLIGHT GRADE, 28 FEET NORTH OF THE CENTER OF THE ROAD, 9
 DH1803'FEET NORTH OF AN 8 INCH PINE TREE, 2 FEET WEST OF A WHITE WOODEN
 DH1803'WITNESS POST.
 DH1803
 DH1803                          STATION RECOVERY (1966)
 DH1803
 DH1803'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH1803'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1669 ***********************************************************************
 DH1669  DESIGNATION -  D 187
 DH1669  PID         -  DH1669
 DH1669  STATE/COUNTY-  AL/FAYETTE
 DH1669  USGS QUAD   -  NEWTONVILLE (1967)
 DH1669
 DH1669                         *CURRENT SURVEY CONTROL
 DH1669  ___________________________________________________________________
 DH1669* NAD 83(1986)-  33 33 46.     (N)    087 48 04.     (W)     SCALED    
 DH1669* NAVD 88     -        90.081  (meters)     295.54   (feet)  ADJUSTED  
 DH1669  ___________________________________________________________________
 DH1669  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DH1669  DYNAMIC HT  -          89.986 (meters)     295.23  (feet)  COMP
 DH1669  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 DH1669
 DH1669  VERT ORDER  -  SECOND    CLASS 0
 DH1669
 DH1669.The horizontal coordinates were scaled from a topographic map and have
 DH1669.an estimated accuracy of +/- 6 seconds.
 DH1669
 DH1669.The orthometric height was determined by differential leveling
 DH1669.and adjusted by the National Geodetic Survey in June 1991..
 DH1669
 DH1669.The geoid height was determined by GEOID03.
 DH1669
 DH1669.The dynamic height is computed by dividing the NAVD 88
 DH1669.geopotential number by the normal gravity value computed on the
 DH1669.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1669.degrees latitude (g = 980.6199 gals.).
 DH1669
 DH1669.The modeled gravity was interpolated from observed gravity values.
 DH1669
 DH1669;                    North         East    Units  Estimated Accuracy
 DH1669;SPC AL W     -   395,070.      572,040.      MT  (+/- 180 meters Scaled)
 DH1669
 DH1669                          SUPERSEDED SURVEY CONTROL
 DH1669
 DH1669  NGVD 29 (??/??/92)   90.038  (m)          295.40   (f) ADJ UNCH    2 0
 DH1669
 DH1669.Superseded values are not recommended for survey control.
 DH1669.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1669.See file dsdata.txt to determine how the superseded data were derived.
 DH1669
 DH1669_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC256139(NAD 83)
 DH1669_MARKER: DB = BENCH MARK DISK
 DH1669_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1669_SP_SET: CULVERT
 DH1669_STAMPING: D 187 1946
 DH1669_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1669
 DH1669  HISTORY     - Date     Condition        Report By
 DH1669  HISTORY     - 1946     MONUMENTED       CGS
 DH1669
 DH1669                          STATION DESCRIPTION
 DH1669
 DH1669'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1669'8.1 MI N FROM MOORES BRIDGE.
 DH1669'ABOUT 8.1 MILES NORTH ALONG THE FAYETTE ROAD FROM THE POST OFFICE AT
 DH1669'MOORES BRIDGE, 0.2 MILE NORTH OF A FARM HOUSE, 6 INCHES SOUTH OF THE
 DH1669'NORTH END OF THE WEST HEADWALL OF A CONCRETE CULVERT, 10 FEET WEST AND
 DH1669'ABOUT 1 FOOT ABOVE THE CENTER OF THE ROAD.  THIS MARK MAY ALSO BE
 DH1669'REACHED FROM THE SOUTHERN RAILWAY STATION IN FAYETTE BY GOING SOUTH
 DH1669'ALONG THE MOORES BRIDGE ROAD 9.2 MILES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2088 ***********************************************************************
 DH2088  DESIGNATION -  D 188
 DH2088  PID         -  DH2088
 DH2088  STATE/COUNTY-  AL/TUSCALOOSA
 DH2088  USGS QUAD   -  BROWNVILLE (1981)
 DH2088
 DH2088                         *CURRENT SURVEY CONTROL
 DH2088  ___________________________________________________________________
 DH2088* NAD 83(1986)-  33 23 32.     (N)    087 47 20.     (W)     SCALED    
 DH2088* NAVD 88     -       127.786  (meters)     419.24   (feet)  ADJUSTED  
 DH2088  ___________________________________________________________________
 DH2088  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DH2088  DYNAMIC HT  -         127.648 (meters)     418.79  (feet)  COMP
 DH2088  MODELED GRAV-     979,554.2   (mgal)                       NAVD 88
 DH2088
 DH2088  VERT ORDER  -  SECOND    CLASS 0
 DH2088
 DH2088.The horizontal coordinates were scaled from a topographic map and have
 DH2088.an estimated accuracy of +/- 6 seconds.
 DH2088
 DH2088.The orthometric height was determined by differential leveling
 DH2088.and adjusted by the National Geodetic Survey in June 1991..
 DH2088
 DH2088.The geoid height was determined by GEOID03.
 DH2088
 DH2088.The dynamic height is computed by dividing the NAVD 88
 DH2088.geopotential number by the normal gravity value computed on the
 DH2088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2088.degrees latitude (g = 980.6199 gals.).
 DH2088
 DH2088.The modeled gravity was interpolated from observed gravity values.
 DH2088
 DH2088;                    North         East    Units  Estimated Accuracy
 DH2088;SPC AL W     -   376,150.      573,120.      MT  (+/- 180 meters Scaled)
 DH2088
 DH2088                          SUPERSEDED SURVEY CONTROL
 DH2088
 DH2088  NGVD 29 (??/??/92)  127.739  (m)          419.09   (f) ADJ UNCH    2 0
 DH2088
 DH2088.Superseded values are not recommended for survey control.
 DH2088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2088.See file dsdata.txt to determine how the superseded data were derived.
 DH2088
 DH2088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB266950(NAD 83)
 DH2088_MARKER: DB = BENCH MARK DISK
 DH2088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2088_STAMPING: D 188 1946
 DH2088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2088+STABILITY: SURFACE MOTION
 DH2088
 DH2088  HISTORY     - Date     Condition        Report By
 DH2088  HISTORY     - 1946     MONUMENTED       CGS
 DH2088  HISTORY     - 20050517 MARK NOT FOUND   ALHD
 DH2088
 DH2088                          STATION DESCRIPTION
 DH2088
 DH2088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2088'4.5 MI S FROM MOORES BRIDGE.
 DH2088'ABOUT 4.5 MILES SOUTH ALONG THE ROAD TO ELROD FROM THE POST OFFICE AT
 DH2088'MOORES BRIDGE, 281 FEET NORTHEAST OF THE CENTER OF THE JUNCTION WITH A
 DH2088'ROAD LEADING EAST, 59 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DH2088'WHITE FARM HOUSE, 21 FEET SOUTHEAST AND ABOUT 1 FOOT LOWER THAN THE
 DH2088'CENTER OF THE ROAD, 15 FEET SOUTH OF A POWER POLE, 10 FEET NORTHWEST
 DH2088'OF A FENCE AND PROJECTING 4 INCHES.
 DH2088
 DH2088                          STATION RECOVERY (2005)
 DH2088
 DH2088'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2088'AREA HAS BEEN GRADED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2067 ***********************************************************************
 DH2067  DESIGNATION -  D 189
 DH2067  PID         -  DH2067
 DH2067  STATE/COUNTY-  AL/PICKENS
 DH2067  USGS QUAD   -  GORDO (1983)
 DH2067
 DH2067                         *CURRENT SURVEY CONTROL
 DH2067  ___________________________________________________________________
 DH2067* NAD 83(1986)-  33 19 10.     (N)    087 54 11.     (W)     SCALED    
 DH2067* NAVD 88     -        83.456  (meters)     273.81   (feet)  ADJUSTED  
 DH2067  ___________________________________________________________________
 DH2067  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 DH2067  DYNAMIC HT  -          83.364 (meters)     273.50  (feet)  COMP
 DH2067  MODELED GRAV-     979,545.4   (mgal)                       NAVD 88
 DH2067
 DH2067  VERT ORDER  -  SECOND    CLASS 0
 DH2067
 DH2067.The horizontal coordinates were scaled from a topographic map and have
 DH2067.an estimated accuracy of +/- 6 seconds.
 DH2067
 DH2067.The orthometric height was determined by differential leveling
 DH2067.and adjusted by the National Geodetic Survey in June 1991..
 DH2067
 DH2067.The geoid height was determined by GEOID03.
 DH2067
 DH2067.The dynamic height is computed by dividing the NAVD 88
 DH2067.geopotential number by the normal gravity value computed on the
 DH2067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2067.degrees latitude (g = 980.6199 gals.).
 DH2067
 DH2067.The modeled gravity was interpolated from observed gravity values.
 DH2067
 DH2067;                    North         East    Units  Estimated Accuracy
 DH2067;SPC AL W     -   368,110.      562,470.      MT  (+/- 180 meters Scaled)
 DH2067
 DH2067                          SUPERSEDED SURVEY CONTROL
 DH2067
 DH2067  NGVD 29 (??/??/92)   83.383  (m)          273.57   (f) ADJ UNCH    2 0
 DH2067
 DH2067.Superseded values are not recommended for survey control.
 DH2067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2067.See file dsdata.txt to determine how the superseded data were derived.
 DH2067
 DH2067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB159870(NAD 83)
 DH2067_MARKER: DB = BENCH MARK DISK
 DH2067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2067_STAMPING: D 189 1946
 DH2067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2067+STABILITY: SURFACE MOTION
 DH2067
 DH2067  HISTORY     - Date     Condition        Report By
 DH2067  HISTORY     - 1946     MONUMENTED       CGS
 DH2067  HISTORY     - 20040315 MARK NOT FOUND   INDIV
 DH2067
 DH2067                          STATION DESCRIPTION
 DH2067
 DH2067'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2067'IN GORDO.
 DH2067'IN GORDO, 135 FEET EAST OF THE SOUTHEAST CORNER OF THE GULF, MOBILE
 DH2067'AND OHIO RAILROAD STATION, 37 FEET EAST OF THE CENTER OF A STREET THAT
 DH2067'CROSSES THE TRACK, 14 FEET NORTH OF THE CENTER OF A SIDE TRACK, 25
 DH2067'FEET SOUTHEAST OF A SIGNAL BELL, 2 FEET WEST OF A WHITE WOODEN WITNESS
 DH2067'POST.
 DH2067
 DH2067                          STATION RECOVERY (2004)
 DH2067
 DH2067'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2004 (MH)
 DH2067'MARK WAS NOT FOUND. I THINK DIRECTIONS  ARE NOT UP TO DATE WITH THE
 DH2067'SURROUNDING AREA. THE AREA HAS CHANGED SINCE THE MARK WAS LAST FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0812 ***********************************************************************
 BT0812  DESIGNATION -  D 19
 BT0812  PID         -  BT0812
 BT0812  STATE/COUNTY-  AL/HOUSTON
 BT0812  USGS QUAD   -  DOTHAN WEST (1981)
 BT0812
 BT0812                         *CURRENT SURVEY CONTROL
 BT0812  ___________________________________________________________________
 BT0812* NAD 83(1986)-  31 11 27.     (N)    085 25 24.     (W)     SCALED    
 BT0812* NAVD 88     -        82.695  (meters)     271.31   (feet)  ADJUSTED  
 BT0812  ___________________________________________________________________
 BT0812  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BT0812  DYNAMIC HT  -          82.592 (meters)     270.97  (feet)  COMP
 BT0812  MODELED GRAV-     979,391.1   (mgal)                       NAVD 88
 BT0812
 BT0812  VERT ORDER  -  SECOND    CLASS 0
 BT0812
 BT0812.The horizontal coordinates were scaled from a topographic map and have
 BT0812.an estimated accuracy of +/- 6 seconds.
 BT0812
 BT0812.The orthometric height was determined by differential leveling
 BT0812.and adjusted by the National Geodetic Survey in June 1991..
 BT0812
 BT0812.The geoid height was determined by GEOID03.
 BT0812
 BT0812.The dynamic height is computed by dividing the NAVD 88
 BT0812.geopotential number by the normal gravity value computed on the
 BT0812.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0812.degrees latitude (g = 980.6199 gals.).
 BT0812
 BT0812.The modeled gravity was interpolated from observed gravity values.
 BT0812
 BT0812;                    North         East    Units  Estimated Accuracy
 BT0812;SPC AL E     -    76,660.      239,080.      MT  (+/- 180 meters Scaled)
 BT0812
 BT0812                          SUPERSEDED SURVEY CONTROL
 BT0812
 BT0812  NGVD 29 (??/??/92)   82.793  (m)          271.63   (f) ADJ UNCH    2 0
 BT0812
 BT0812.Superseded values are not recommended for survey control.
 BT0812.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0812.See file dsdata.txt to determine how the superseded data were derived.
 BT0812
 BT0812_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV502518(NAD 83)
 BT0812_MARKER: DB = BENCH MARK DISK
 BT0812_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0812_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0812_STAMPING: D 19 1934
 BT0812_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0812+STABILITY: SURFACE MOTION
 BT0812
 BT0812  HISTORY     - Date     Condition        Report By
 BT0812  HISTORY     - 1934     MONUMENTED       CGS
 BT0812  HISTORY     - 1955     GOOD             NGS
 BT0812
 BT0812                          STATION DESCRIPTION
 BT0812
 BT0812'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BT0812'3.5 MI SW FROM DOTHAN.
 BT0812'ABOUT 3.5 MILES SOUTHWEST ALONG THE HARTFORD AND SLOCOMB RAILROAD
 BT0812'FROM THE CENTRAL OF GEORGIA RAILWAY STATION AT DOTHAN, ABOUT 0.1
 BT0812'MILE NORTHEAST OF MILE POST S 383, AT AN EAST-WEST ROAD CROSSING,
 BT0812'ABOUT 0.15 MILE WEST OF SELMA BAPTIST CHURCH AND CEMETERY, 30
 BT0812'FEET NORTHWEST OF NORTHWEST RAIL, 113 FEET WEST-SOUTHWEST OF
 BT0812'CENTER OF CROSSING, 11 FEET NORTHEAST OF FIRST TELEPHONE POLE
 BT0812'SOUTHWEST OF CROSSING, 76 FEET SOUTH-SOUTHWEST OF A POWER POLE
 BT0812'WITH 2 GUY WIRES AND A BRANCH LINE EXTENDING NORTHEAST, ABOUT
 BT0812'1/2 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 BT0812'POST ABOUT FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0374 ***********************************************************************
 EG0374  DESIGNATION -  D 190
 EG0374  PID         -  EG0374
 EG0374  STATE/COUNTY-  AL/MARION
 EG0374  USGS QUAD   -  BEXAR (1967)
 EG0374
 EG0374                         *CURRENT SURVEY CONTROL
 EG0374  ___________________________________________________________________
 EG0374* NAD 83(1986)-  34 07 56.     (N)    088 07 49.     (W)     SCALED    
 EG0374* NAVD 88     -       128.980  (meters)     423.16   (feet)  ADJUSTED  
 EG0374  ___________________________________________________________________
 EG0374  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0374  DYNAMIC HT  -         128.849 (meters)     422.73  (feet)  COMP
 EG0374  MODELED GRAV-     979,618.8   (mgal)                       NAVD 88
 EG0374
 EG0374  VERT ORDER  -  SECOND    CLASS 0
 EG0374
 EG0374.The horizontal coordinates were scaled from a topographic map and have
 EG0374.an estimated accuracy of +/- 6 seconds.
 EG0374
 EG0374.The orthometric height was determined by differential leveling
 EG0374.and adjusted by the National Geodetic Survey in June 1991..
 EG0374
 EG0374.The geoid height was determined by GEOID03.
 EG0374
 EG0374.The dynamic height is computed by dividing the NAVD 88
 EG0374.geopotential number by the normal gravity value computed on the
 EG0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0374.degrees latitude (g = 980.6199 gals.).
 EG0374
 EG0374.The modeled gravity was interpolated from observed gravity values.
 EG0374
 EG0374;                    North         East    Units  Estimated Accuracy
 EG0374;SPC AL W     -   458,360.      541,870.      MT  (+/- 180 meters Scaled)
 EG0374
 EG0374                          SUPERSEDED SURVEY CONTROL
 EG0374
 EG0374  NGVD 29 (??/??/92)  128.919  (m)          422.96   (f) ADJ UNCH    2 0
 EG0374
 EG0374.Superseded values are not recommended for survey control.
 EG0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0374.See file dsdata.txt to determine how the superseded data were derived.
 EG0374
 EG0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC957773(NAD 83)
 EG0374_MARKER: DB = BENCH MARK DISK
 EG0374_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0374_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0374_STAMPING: D 190 1946
 EG0374_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0374+STABILITY: SURFACE MOTION
 EG0374
 EG0374  HISTORY     - Date     Condition        Report By
 EG0374  HISTORY     - 1946     MONUMENTED       CGS
 EG0374  HISTORY     - 1966     MARK NOT FOUND   USGS
 EG0374
 EG0374                          STATION DESCRIPTION
 EG0374
 EG0374'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EG0374'5.1 MI SE FROM BEXAR.
 EG0374'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT BEXAR BY GOING ABOUT
 EG0374'1.4 MILE EAST ALONG U.S. HIGHWAY 78, THENCE ABOUT 3.7 MILES SOUTH
 EG0374'ALONG A GRAVEL ROAD WHICH FOLLOWS THE EAST SIDE OF SIPSEY CREEK.  THE
 EG0374'BENCH MARK IS AT THE EAST EDGE OF A SWAMPY CREEK BOTTOM, 127 FEET EAST
 EG0374'OF THE SOUTH END OF AN OLD WOODEN BRIDGE, 64 FEET SOUTHWEST OF A
 EG0374'TRIANGLE BLAZED 9-INCH HICKORY TREE, 20 FEET NORTH OF A TRIANGLE
 EG0374'BLAZED 6-INCH HICKORY TREE, 19 FEET SOUTH OF THE CENTER LINE OF THE
 EG0374'ROAD, ON A CURVE TO THE EAST, AND 2.5 FEET WEST OF A WHITE WOODEN
 EG0374'WITNESS POST.
 EG0374
 EG0374                          STATION RECOVERY (1966)
 EG0374
 EG0374'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EG0374'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0390 ***********************************************************************
 EG0390  DESIGNATION -  D 191
 EG0390  PID         -  EG0390
 EG0390  STATE/COUNTY-  AL/MARION
 EG0390  USGS QUAD   -  HENSON SPRINGS (1967)
 EG0390
 EG0390                         *CURRENT SURVEY CONTROL
 EG0390  ___________________________________________________________________
 EG0390* NAD 83(1986)-  34 03 23.     (N)    088 00 07.     (W)     SCALED    
 EG0390* NAVD 88     -       151.986  (meters)     498.64   (feet)  ADJUSTED  
 EG0390  ___________________________________________________________________
 EG0390  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 EG0390  DYNAMIC HT  -         151.831 (meters)     498.13  (feet)  COMP
 EG0390  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 EG0390
 EG0390  VERT ORDER  -  SECOND    CLASS 0
 EG0390
 EG0390.The horizontal coordinates were scaled from a topographic map and have
 EG0390.an estimated accuracy of +/- 6 seconds.
 EG0390
 EG0390.The orthometric height was determined by differential leveling
 EG0390.and adjusted by the National Geodetic Survey in June 1991..
 EG0390
 EG0390.The geoid height was determined by GEOID03.
 EG0390
 EG0390.The dynamic height is computed by dividing the NAVD 88
 EG0390.geopotential number by the normal gravity value computed on the
 EG0390.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0390.degrees latitude (g = 980.6199 gals.).
 EG0390
 EG0390.The modeled gravity was interpolated from observed gravity values.
 EG0390
 EG0390;                    North         East    Units  Estimated Accuracy
 EG0390;SPC AL W     -   449,890.      553,660.      MT  (+/- 180 meters Scaled)
 EG0390
 EG0390                          SUPERSEDED SURVEY CONTROL
 EG0390
 EG0390  NGVD 29 (??/??/92)  151.93   (m)          498.5    (f) COMPUTED    2 0
 EG0390
 EG0390.Superseded values are not recommended for survey control.
 EG0390.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0390.See file dsdata.txt to determine how the superseded data were derived.
 EG0390
 EG0390_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC075688(NAD 83)
 EG0390_MARKER: DB = BENCH MARK DISK
 EG0390_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0390_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0390_STAMPING: D 191 1946
 EG0390_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0390+STABILITY: SURFACE MOTION
 EG0390
 EG0390  HISTORY     - Date     Condition        Report By
 EG0390  HISTORY     - 1946     MONUMENTED       CGS
 EG0390
 EG0390                          STATION DESCRIPTION
 EG0390
 EG0390'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EG0390'9.4 MI NW FROM GUIN.
 EG0390'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT GUIN BY GOING ABOUT
 EG0390'7.1 MILES NORTH ALONG U.S. HIGHWAY 78, THENCE ABOUT 2.3 MILES WEST
 EG0390'ALONG A GRAVEL ROAD KNOWN AS THE JOHNSON FORD ROAD.  THE BENCH MARK IS
 EG0390'24 FEET SOUTH OF THE CENTER LINE OF THE ROAD ON A CURVE, AT THE BOTTOM
 EG0390'OF A HILL, 36 FEET EAST OF A TRIANGLE BLAZED 8-INCH PINE TREE, 27 FEET
 EG0390'NORTHWEST OF A TRIANGLE BLAZED 14-INCH OAK TREE, AND 2 FEET NORTH OF A
 EG0390'WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0447 ***********************************************************************
 DJ0447  DESIGNATION -  D 193
 DJ0447  PID         -  DJ0447
 DJ0447  STATE/COUNTY-  AL/GREENE
 DJ0447  USGS QUAD   -  PLEASANT RIDGE (1980)
 DJ0447
 DJ0447                         *CURRENT SURVEY CONTROL
 DJ0447  ___________________________________________________________________
 DJ0447* NAD 83(1986)-  33 02 17.     (N)    088 06 43.     (W)     SCALED    
 DJ0447* NAVD 88     -        42.006  (meters)     137.81   (feet)  ADJUSTED  
 DJ0447  ___________________________________________________________________
 DJ0447  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DJ0447  DYNAMIC HT  -          41.959 (meters)     137.66  (feet)  COMP
 DJ0447  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 DJ0447
 DJ0447  VERT ORDER  -  SECOND    CLASS 0
 DJ0447
 DJ0447.The horizontal coordinates were scaled from a topographic map and have
 DJ0447.an estimated accuracy of +/- 6 seconds.
 DJ0447
 DJ0447.The orthometric height was determined by differential leveling
 DJ0447.and adjusted by the National Geodetic Survey in June 1991..
 DJ0447
 DJ0447.The geoid height was determined by GEOID03.
 DJ0447
 DJ0447.The dynamic height is computed by dividing the NAVD 88
 DJ0447.geopotential number by the normal gravity value computed on the
 DJ0447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0447.degrees latitude (g = 980.6199 gals.).
 DJ0447
 DJ0447.The modeled gravity was interpolated from observed gravity values.
 DJ0447
 DJ0447;                    North         East    Units  Estimated Accuracy
 DJ0447;SPC AL W     -   337,000.      542,840.      MT  (+/- 180 meters Scaled)
 DJ0447
 DJ0447                          SUPERSEDED SURVEY CONTROL
 DJ0447
 DJ0447  NGVD 29 (??/??/92)   41.969  (m)          137.69   (f) ADJ UNCH    2 0
 DJ0447
 DJ0447.Superseded values are not recommended for survey control.
 DJ0447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0447.See file dsdata.txt to determine how the superseded data were derived.
 DJ0447
 DJ0447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB961560(NAD 83)
 DJ0447_MARKER: DB = BENCH MARK DISK
 DJ0447_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0447_SP_SET: ABUTMENT
 DJ0447_STAMPING: D 193 1946
 DJ0447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0447
 DJ0447  HISTORY     - Date     Condition        Report By
 DJ0447  HISTORY     - 1946     MONUMENTED       CGS
 DJ0447
 DJ0447                          STATION DESCRIPTION
 DJ0447
 DJ0447'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0447'7.25 MI SE FROM ALICEVILLE.
 DJ0447'ABOUT 7.25 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 DJ0447'AT ALICEVILLE, AT A CONCRETE BRIDGE OVER SIPSEY RIVER, SET IN THE TOP
 DJ0447'OF THE SOUTHWEST CONCRETE ABUTMENT, AND ABOUT 1.5 FOOT ABOVE THE ROAD
 DJ0447'LEVEL.  17 FEET WEST OF THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0167 ***********************************************************************
 CO0167  DESIGNATION -  D 194
 CO0167  PID         -  CO0167
 CO0167  STATE/COUNTY-  AL/GREENE
 CO0167  USGS QUAD   -  WEST GREENE (1970)
 CO0167
 CO0167                         *CURRENT SURVEY CONTROL
 CO0167  ___________________________________________________________________
 CO0167* NAD 83(1986)-  32 53 24.     (N)    088 02 29.     (W)     SCALED    
 CO0167* NAVD 88     -        46.080  (meters)     151.18   (feet)  ADJUSTED  
 CO0167  ___________________________________________________________________
 CO0167  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CO0167  DYNAMIC HT  -          46.028 (meters)     151.01  (feet)  COMP
 CO0167  MODELED GRAV-     979,513.4   (mgal)                       NAVD 88
 CO0167
 CO0167  VERT ORDER  -  SECOND    CLASS 0
 CO0167
 CO0167.The horizontal coordinates were scaled from a topographic map and have
 CO0167.an estimated accuracy of +/- 6 seconds.
 CO0167
 CO0167.The orthometric height was determined by differential leveling
 CO0167.and adjusted by the National Geodetic Survey in June 1991..
 CO0167
 CO0167.The geoid height was determined by GEOID03.
 CO0167
 CO0167.The dynamic height is computed by dividing the NAVD 88
 CO0167.geopotential number by the normal gravity value computed on the
 CO0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0167.degrees latitude (g = 980.6199 gals.).
 CO0167
 CO0167.The modeled gravity was interpolated from observed gravity values.
 CO0167
 CO0167;                    North         East    Units  Estimated Accuracy
 CO0167;SPC AL W     -   320,540.      549,350.      MT  (+/- 180 meters Scaled)
 CO0167
 CO0167                          SUPERSEDED SURVEY CONTROL
 CO0167
 CO0167  NGVD 29 (??/??/92)   46.050  (m)          151.08   (f) ADJ UNCH    2 0
 CO0167
 CO0167.Superseded values are not recommended for survey control.
 CO0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0167.See file dsdata.txt to determine how the superseded data were derived.
 CO0167
 CO0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB025395(NAD 83)
 CO0167_MARKER: DB = BENCH MARK DISK
 CO0167_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0167_SP_SET: BRIDGE
 CO0167_STAMPING: D 194 1946
 CO0167_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0167
 CO0167  HISTORY     - Date     Condition        Report By
 CO0167  HISTORY     - 1946     MONUMENTED       CGS
 CO0167
 CO0167                          STATION DESCRIPTION
 CO0167
 CO0167'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0167'2.7 MI NE FROM MT HEBRON.
 CO0167'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 CO0167'AT MT HEBRON, ABOUT 0.15 MILE SOUTHWEST OF THE ST. JOHN CHURCH AND
 CO0167'SCHOOL, SET IN THE TOP OF THE SOUTHWEST CONCRETE WING WALL OF THE
 CO0167'SOUTH END OF HIGHWAY BRIDGE NO. 39 - 32 - 8.6 OVER CREEK LOCALLY KNOWN
 CO0167'AS DRY CREEK, 14 FEET WEST OF AND ABOUT 1.5 FOOT ABOVE THE CENTER LINE
 CO0167'OF THE ROAD.  NOTE-- THIS MARK MAY BE REACHED FROM THE POST OFFICE AT
 CO0167'CLINTON BY GOING ABOUT 3.3 MILES SOUTHWEST ALONG STATE HIGHWAY 39.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0430 ***********************************************************************
 DJ0430  DESIGNATION -  D 195
 DJ0430  PID         -  DJ0430
 DJ0430  STATE/COUNTY-  AL/PICKENS
 DJ0430  USGS QUAD   -  CUNNINGHAM (1982)
 DJ0430
 DJ0430                         *CURRENT SURVEY CONTROL
 DJ0430  ___________________________________________________________________
 DJ0430* NAD 83(1986)-  33 09 19.     (N)    088 05 01.     (W)     SCALED    
 DJ0430* NAVD 88     -        57.766  (meters)     189.52   (feet)  ADJUSTED  
 DJ0430  ___________________________________________________________________
 DJ0430  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DJ0430  DYNAMIC HT  -          57.702 (meters)     189.31  (feet)  COMP
 DJ0430  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 DJ0430
 DJ0430  VERT ORDER  -  SECOND    CLASS 0
 DJ0430
 DJ0430.The horizontal coordinates were scaled from a topographic map and have
 DJ0430.an estimated accuracy of +/- 6 seconds.
 DJ0430
 DJ0430.The orthometric height was determined by differential leveling
 DJ0430.and adjusted by the National Geodetic Survey in June 1991..
 DJ0430
 DJ0430.The geoid height was determined by GEOID03.
 DJ0430
 DJ0430.The dynamic height is computed by dividing the NAVD 88
 DJ0430.geopotential number by the normal gravity value computed on the
 DJ0430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0430.degrees latitude (g = 980.6199 gals.).
 DJ0430
 DJ0430.The modeled gravity was interpolated from observed gravity values.
 DJ0430
 DJ0430;                    North         East    Units  Estimated Accuracy
 DJ0430;SPC AL W     -   349,980.      545,560.      MT  (+/- 180 meters Scaled)
 DJ0430
 DJ0430                          SUPERSEDED SURVEY CONTROL
 DJ0430
 DJ0430  NGVD 29 (??/??/92)   57.721  (m)          189.37   (f) ADJ UNCH    2 0
 DJ0430
 DJ0430.Superseded values are not recommended for survey control.
 DJ0430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0430.See file dsdata.txt to determine how the superseded data were derived.
 DJ0430
 DJ0430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB989690(NAD 83)
 DJ0430_MARKER: DB = BENCH MARK DISK
 DJ0430_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0430_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0430_STAMPING: D 195 1946
 DJ0430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0430+STABILITY: SURFACE MOTION
 DJ0430
 DJ0430  HISTORY     - Date     Condition        Report By
 DJ0430  HISTORY     - 1946     MONUMENTED       CGS
 DJ0430  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0430
 DJ0430                          STATION DESCRIPTION
 DJ0430
 DJ0430'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0430'4.7 MI NE FROM ALICEVILLE.
 DJ0430'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 DJ0430'AT ALICEVILLE, THENCE ABOUT 2.0 MILES EAST ALONG A GRAVEL ROAD TO
 DJ0430'BENEVOLA, AT THE J. N. MORROW FARM, 163 FEET SOUTHEAST OF THE EAST
 DJ0430'CORNER OF THE HOUSE, 38 FEET SOUTH OF THE SOUTH CORNER OF AN OLD SHED,
 DJ0430'47 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVEWAY, 26 FEET
 DJ0430'NORTHWEST OF AND ABOUT 2 FEET ABOVE THE ROAD, 1.5 FEET SOUTHEAST OF A
 DJ0430'WOODEN WITNESS POST.
 DJ0430
 DJ0430                          STATION RECOVERY (1966)
 DJ0430
 DJ0430'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0430'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2038 ***********************************************************************
 DH2038  DESIGNATION -  D 196
 DH2038  PID         -  DH2038
 DH2038  STATE/COUNTY-  AL/PICKENS
 DH2038  USGS QUAD   -  KIRK (1970)
 DH2038
 DH2038                         *CURRENT SURVEY CONTROL
 DH2038  ___________________________________________________________________
 DH2038* NAD 83(1986)-  33 14 24.     (N)    087 57 59.     (W)     SCALED    
 DH2038* NAVD 88     -        81.908  (meters)     268.73   (feet)  ADJUSTED  
 DH2038  ___________________________________________________________________
 DH2038  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DH2038  DYNAMIC HT  -          81.818 (meters)     268.43  (feet)  COMP
 DH2038  MODELED GRAV-     979,540.9   (mgal)                       NAVD 88
 DH2038
 DH2038  VERT ORDER  -  SECOND    CLASS 0
 DH2038
 DH2038.The horizontal coordinates were scaled from a topographic map and have
 DH2038.an estimated accuracy of +/- 6 seconds.
 DH2038
 DH2038.The orthometric height was determined by differential leveling
 DH2038.and adjusted by the National Geodetic Survey in June 1991..
 DH2038
 DH2038.The geoid height was determined by GEOID03.
 DH2038
 DH2038.The dynamic height is computed by dividing the NAVD 88
 DH2038.geopotential number by the normal gravity value computed on the
 DH2038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2038.degrees latitude (g = 980.6199 gals.).
 DH2038
 DH2038.The modeled gravity was interpolated from observed gravity values.
 DH2038
 DH2038;                    North         East    Units  Estimated Accuracy
 DH2038;SPC AL W     -   359,330.      556,540.      MT  (+/- 180 meters Scaled)
 DH2038
 DH2038                          SUPERSEDED SURVEY CONTROL
 DH2038
 DH2038  NGVD 29 (??/??/92)   81.848  (m)          268.53   (f) ADJ UNCH    2 0
 DH2038
 DH2038.Superseded values are not recommended for survey control.
 DH2038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2038.See file dsdata.txt to determine how the superseded data were derived.
 DH2038
 DH2038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB099783(NAD 83)
 DH2038_MARKER: DB = BENCH MARK DISK
 DH2038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2038_STAMPING: D 196 1946
 DH2038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2038+STABILITY: SURFACE MOTION
 DH2038
 DH2038  HISTORY     - Date     Condition        Report By
 DH2038  HISTORY     - 1946     MONUMENTED       CGS
 DH2038
 DH2038                          STATION DESCRIPTION
 DH2038
 DH2038'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2038'3.35 MI NW FROM SPEEDS WATER MILL.
 DH2038'ALONG A NORTH-SOUTH GRAVEL ROAD ABOUT 3.35 MILES NORTHWEST OF SPEEDS
 DH2038'WATER MILL AND ABOUT 7.4 MILES SOUTH OF THE POST OFFICE AT GORDO, 66
 DH2038'FEET SOUTHEAST OF THE SOUTHEAST CORNER OF ALEX STERLINGS FARM HOUSE,
 DH2038'24 FEET WEST OF THE CENTER LINE OF THE ROAD, 32 FEET SOUTH OF THE
 DH2038'CENTER LINE OF THE DRIVEWAY TO THE HOUSE, 121 FEET SOUTH OF THE CENTER
 DH2038'OF A CONCRETE WELL TILE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST
 DH2038'AND ABOUT 2 FEET HIGHER THAN ROAD LEVEL.  NOTE-- THIS MARK MAY BE
 DH2038'REACHED FROM CARROLLTON BY GOING EAST ALONG A GRAVEL ROAD FROM THE
 DH2038'COURT HOUSE FOR 9.4 MILES TO THE JUNCTION WITH A ROAD LEADING NORTH TO
 DH2038'GORDO, THENCE SOUTH AND SOUTHEAST FOR ABOUT 1.1 MILE ALONG A ROAD TO
 DH2038'SPEEDS WATER MILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0103 ***********************************************************************
 DJ0103  DESIGNATION -  D 197
 DJ0103  PID         -  DJ0103
 DJ0103  STATE/COUNTY-  AL/LAMAR
 DJ0103  USGS QUAD   -  MILLPORT NW (1985)
 DJ0103
 DJ0103                         *CURRENT SURVEY CONTROL
 DJ0103  ___________________________________________________________________
 DJ0103* NAD 83(1986)-  33 37 43.     (N)    088 14 06.     (W)     SCALED    
 DJ0103* NAVD 88     -        79.897  (meters)     262.13   (feet)  ADJUSTED  
 DJ0103  ___________________________________________________________________
 DJ0103  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 DJ0103  DYNAMIC HT  -          79.814 (meters)     261.86  (feet)  COMP
 DJ0103  MODELED GRAV-     979,596.0   (mgal)                       NAVD 88
 DJ0103
 DJ0103  VERT ORDER  -  SECOND    CLASS 0
 DJ0103
 DJ0103.The horizontal coordinates were scaled from a topographic map and have
 DJ0103.an estimated accuracy of +/- 6 seconds.
 DJ0103
 DJ0103.The orthometric height was determined by differential leveling
 DJ0103.and adjusted by the National Geodetic Survey in June 1991..
 DJ0103
 DJ0103.The geoid height was determined by GEOID03.
 DJ0103
 DJ0103.The dynamic height is computed by dividing the NAVD 88
 DJ0103.geopotential number by the normal gravity value computed on the
 DJ0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0103.degrees latitude (g = 980.6199 gals.).
 DJ0103
 DJ0103.The modeled gravity was interpolated from observed gravity values.
 DJ0103
 DJ0103;                    North         East    Units  Estimated Accuracy
 DJ0103;SPC AL W     -   402,570.      531,810.      MT  (+/- 180 meters Scaled)
 DJ0103
 DJ0103                          SUPERSEDED SURVEY CONTROL
 DJ0103
 DJ0103  NGVD 29 (??/??/92)   79.870  (m)          262.04   (f) ADJ UNCH    2 0
 DJ0103
 DJ0103.Superseded values are not recommended for survey control.
 DJ0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0103.See file dsdata.txt to determine how the superseded data were derived.
 DJ0103
 DJ0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC854216(NAD 83)
 DJ0103_MARKER: DB = BENCH MARK DISK
 DJ0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0103_STAMPING: D 197 1946
 DJ0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0103+STABILITY: SURFACE MOTION
 DJ0103
 DJ0103  HISTORY     - Date     Condition        Report By
 DJ0103  HISTORY     - 1946     MONUMENTED       CGS
 DJ0103
 DJ0103                          STATION DESCRIPTION
 DJ0103
 DJ0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0103'6.9 MI NE FROM STEENS, MISS.
 DJ0103'ABOUT 6.9 MILES NORTHEAST ALONG THE YELLOW CREEK ROAD FROM THE POST
 DJ0103'OFFICE AT STEENS, 120 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 41
 DJ0103'FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 20 FEET
 DJ0103'NORTH OF THE CENTER LINE OF A GRAVEL DRIVE-WAY LEADING TO THE HOUSE, 2
 DJ0103'FEET SOUTH OF A WOODEN WITNESS POST.  A BRONZE DISK SET IN THE TOP OF
 DJ0103'A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0514 ***********************************************************************
 DJ0514  DESIGNATION -  D 198 RESET
 DJ0514  PID         -  DJ0514
 DJ0514  STATE/COUNTY-  AL/PICKENS
 DJ0514  USGS QUAD   -  ETHELSVILLE (1985)
 DJ0514
 DJ0514                         *CURRENT SURVEY CONTROL
 DJ0514  ___________________________________________________________________
 DJ0514* NAD 83(1986)-  33 22 34.     (N)    088 14 23.     (W)     SCALED    
 DJ0514* NAVD 88     -        83.42   (meters)     273.7    (feet)  RESET     
 DJ0514  ___________________________________________________________________
 DJ0514  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 DJ0514
 DJ0514  VERT ORDER  -  THIRD
 DJ0514
 DJ0514.The horizontal coordinates were scaled from a topographic map and have
 DJ0514.an estimated accuracy of +/- 6 seconds.
 DJ0514
 DJ0514.The orthometric height was computed from unverified reset data.
 DJ0514
 DJ0514.The geoid height was determined by GEOID03.
 DJ0514
 DJ0514;                    North         East    Units  Estimated Accuracy
 DJ0514;SPC AL W     -   374,570.      531,170.      MT  (+/- 180 meters Scaled)
 DJ0514
 DJ0514                          SUPERSEDED SURVEY CONTROL
 DJ0514
 DJ0514  NGVD 29 (??/??/??)   83.39   (m)          273.6    (f) RESET       3  
 DJ0514
 DJ0514.Superseded values are not recommended for survey control.
 DJ0514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0514.See file dsdata.txt to determine how the superseded data were derived.
 DJ0514
 DJ0514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB846936(NAD 83)
 DJ0514_MARKER: DB = BENCH MARK DISK
 DJ0514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0514_STAMPING: D 198 RESET 1958
 DJ0514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0514+STABILITY: SURFACE MOTION
 DJ0514
 DJ0514  HISTORY     - Date     Condition        Report By
 DJ0514  HISTORY     - 1958     MONUMENTED       CGS
 DJ0514
 DJ0514                          STATION DESCRIPTION
 DJ0514
 DJ0514'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DJ0514'3.2 MI S FROM ETHELSVILLE.
 DJ0514'0.4 MILE SOUTHEAST ALONG BLACKTOP ROAD, THENCE TAKE RIGHT FORK AND GO
 DJ0514'SOUTH FOR 2.95 MILES FROM THE GULF, MOBILE AND OHIO RAILROAD STATION
 DJ0514'IN ETHELSVILLE.  IT IS IN THE NORTHEAST ANGLE OF THE JUNCTION WITH A
 DJ0514'DIM WOODS ROAD LEADING EAST, 40 FEET EAST OF THE CENTER LINE OF THE
 DJ0514'MAIN ROAD, 15.5 FEET NORTH OF THE CENTER OF THE DIM WOODS ROAD, 37.5
 DJ0514'FEET WEST-NORTHWEST OF AN 8-INCH TRIANGULAR BLAZED PINE TREE, 2 FEET
 DJ0514'NORTH OF A WOODEN WITNESS POST, 150 FEET SOUTHWEST OF A POWER POLE,
 DJ0514'AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6
 DJ0514'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0923 ***********************************************************************
 BU0923  DESIGNATION -  D 1.99
 BU0923  PID         -  BU0923
 BU0923  STATE/COUNTY-  AL/MONROE
 BU0923  USGS QUAD   -  NATCHEZ (1972)
 BU0923
 BU0923                         *CURRENT SURVEY CONTROL
 BU0923  ___________________________________________________________________
 BU0923* NAD 83(1986)-  31 42 49.     (N)    087 18 45.     (W)     SCALED    
 BU0923* NAVD 88     -        34.035  (meters)     111.66   (feet)  ADJUSTED  
 BU0923  ___________________________________________________________________
 BU0923  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BU0923  DYNAMIC HT  -          33.994 (meters)     111.53  (feet)  COMP
 BU0923  MODELED GRAV-     979,431.6   (mgal)                       NAVD 88
 BU0923
 BU0923  VERT ORDER  -  SECOND    CLASS 0
 BU0923
 BU0923.The horizontal coordinates were scaled from a topographic map and have
 BU0923.an estimated accuracy of +/- 6 seconds.
 BU0923
 BU0923.The orthometric height was determined by differential leveling
 BU0923.and adjusted by the National Geodetic Survey in June 1991..
 BU0923.WARNING-Repeat measurements at this control monument indicate possible
 BU0923.vertical movement.
 BU0923
 BU0923.The geoid height was determined by GEOID03.
 BU0923
 BU0923.The dynamic height is computed by dividing the NAVD 88
 BU0923.geopotential number by the normal gravity value computed on the
 BU0923.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0923.degrees latitude (g = 980.6199 gals.).
 BU0923
 BU0923.The modeled gravity was interpolated from observed gravity values.
 BU0923
 BU0923;                    North         East    Units  Estimated Accuracy
 BU0923;SPC AL W     -   189,990.      617,770.      MT  (+/- 180 meters Scaled)
 BU0923
 BU0923                          SUPERSEDED SURVEY CONTROL
 BU0923
 BU0923  NGVD 29 (??/??/92)   34.009  (m)          111.58   (f) ADJ UNCH    2 0
 BU0923
 BU0923.Superseded values are not recommended for survey control.
 BU0923.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0923.See file dsdata.txt to determine how the superseded data were derived.
 BU0923
 BU0923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA703087(NAD 83)
 BU0923_MARKER: DD = SURVEY DISK
 BU0923_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0923_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0923_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0923+STABILITY: SURFACE MOTION
 BU0923
 BU0923  HISTORY     - Date     Condition        Report By
 BU0923  HISTORY     - UNK      MONUMENTED       USE
 BU0923  HISTORY     - 1950     POOR             NGS
 BU0923
 BU0923                          STATION DESCRIPTION
 BU0923
 BU0923'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU0923'5.2 MI W FROM NATCHEZ.
 BU0923'5.2 MILES WEST ALONG THE FRANKLIN-BEATRICE ROAD FROM THE POST OFFICE
 BU0923'AT NATCHEZ, AT THE CROSSING OF THE ST. LOUIS-SAN FRANCISCO RAILWAY,
 BU0923'ABOUT 0.1 MILE WEST OF A BRIDGE OVER FLAT CREEK, SET ON THE RAILWAY
 BU0923'FILL, 36.8 FEET SOUTHWEST OF THE CROSSING WARNING SIGN POST, 30 FEET
 BU0923'SOUTH OF THE CENTER OF THE CROSSING, 4 FEET SOUTHEAST OF THE SOUTHEAST
 BU0923'RAIL, 6 FEET SOUTH OF THE SOUTH CORNER OF A STEEL CATTLE GUARD ACROSS
 BU0923'TRACK, 3 FEET SOUTH-SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BU0923'1/2 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST ABOUT 1
 BU0923'1/2 INCHES UNDERGROUND.  NOTE-- THIS MARK IS SET IN THE EDGE OF A
 BU0923'RAILROAD FILL AND IS NO GOOD FOR A BENCH MARK.  IT SHOULD BE USED WITH
 BU0923'EXTREME CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0502 ***********************************************************************
 DJ0502  DESIGNATION -  D 199
 DJ0502  PID         -  DJ0502
 DJ0502  STATE/COUNTY-  AL/PICKENS
 DJ0502  USGS QUAD   -  PICKENSVILLE (1982)
 DJ0502
 DJ0502                         *CURRENT SURVEY CONTROL
 DJ0502  ___________________________________________________________________
 DJ0502* NAD 83(1986)-  33 13 53.     (N)    088 15 02.     (W)     SCALED    
 DJ0502* NAVD 88     -        55.522  (meters)     182.16   (feet)  ADJUSTED  
 DJ0502  ___________________________________________________________________
 DJ0502  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DJ0502  DYNAMIC HT  -          55.462 (meters)     181.96  (feet)  COMP
 DJ0502  MODELED GRAV-     979,556.9   (mgal)                       NAVD 88
 DJ0502
 DJ0502  VERT ORDER  -  SECOND    CLASS 0
 DJ0502
 DJ0502.The horizontal coordinates were scaled from a topographic map and have
 DJ0502.an estimated accuracy of +/- 6 seconds.
 DJ0502
 DJ0502.The orthometric height was determined by differential leveling
 DJ0502.and adjusted by the National Geodetic Survey in June 1991..
 DJ0502
 DJ0502.The geoid height was determined by GEOID03.
 DJ0502
 DJ0502.The dynamic height is computed by dividing the NAVD 88
 DJ0502.geopotential number by the normal gravity value computed on the
 DJ0502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0502.degrees latitude (g = 980.6199 gals.).
 DJ0502
 DJ0502.The modeled gravity was interpolated from observed gravity values.
 DJ0502
 DJ0502;                    North         East    Units  Estimated Accuracy
 DJ0502;SPC AL W     -   358,520.      530,050.      MT  (+/- 180 meters Scaled)
 DJ0502
 DJ0502                          SUPERSEDED SURVEY CONTROL
 DJ0502
 DJ0502  NGVD 29 (??/??/92)   55.488  (m)          182.05   (f) ADJ UNCH    2 0
 DJ0502
 DJ0502.Superseded values are not recommended for survey control.
 DJ0502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0502.See file dsdata.txt to determine how the superseded data were derived.
 DJ0502
 DJ0502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB834776(NAD 83)
 DJ0502_MARKER: DB = BENCH MARK DISK
 DJ0502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0502_STAMPING: D 199 1946
 DJ0502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0502+STABILITY: SURFACE MOTION
 DJ0502
 DJ0502  HISTORY     - Date     Condition        Report By
 DJ0502  HISTORY     - 1946     MONUMENTED       CGS
 DJ0502  HISTORY     - 20050802 GOOD             ALDOT
 DJ0502
 DJ0502                          STATION DESCRIPTION
 DJ0502
 DJ0502'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0502'1.0 MI E FROM PICKENSVILLE.
 DJ0502'ABOUT 1.0 MILE EAST ALONG THE PICKENSVILLE-CARROLLTON ROAD FROM THE
 DJ0502'POST OFFICE AT PICKENSVILLE, 240 FEET NORTHEAST OF A SMALL ABANDONED
 DJ0502'HOUSE ON THE SOUTHEAST SIDE OF THE ROAD, 19 FEET SOUTHEAST OF THE
 DJ0502'CENTER LINE OF THE ROAD, 10 FEET NORTHEAST OF THE CENTER OF A FIELD
 DJ0502'GATE, 16 FEET NORTHEAST OF A T FENCE CORNER, 2 FEET NORTHEAST OF A
 DJ0502'WHITE WOODEN WITNESS POST, AND ABOUT LEVEL WITH THE ROAD.  A STANDARD
 DJ0502'DISK, STAMPED D 199 1946 AND SET IN THE TOP OF A CONCRETE POST
 DJ0502'PROJECTING 6 INCHES.
 DJ0502
 DJ0502                          STATION RECOVERY (2005)
 DJ0502
 DJ0502'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DJ0502'THE FIELD GATE AND T FENCE CORNER ARE GONE, AT MILEPOST 3.96 ON STATE
 DJ0502'ROUTE 86, TURN SOUTH ON A GRAVEL ROAD HEAD 300 FEET TO THE DEAD END,
 DJ0502'TURN RIGHT AND PROCEED 150 FEET TO THE STATION ON THE LEFT, MARK IS
 DJ0502'7.7 FEET EAST-NORTHEAST OF POWER POLE NO. 4-04578, 0.6 FEET NORTHWEST
 DJ0502'OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1331 ***********************************************************************
 BT1331  DESIGNATION -  D 20 RESET
 BT1331  PID         -  BT1331
 BT1331  STATE/COUNTY-  AL/BARBOUR
 BT1331  USGS QUAD   -  MOUNT ANDREW (1968)
 BT1331
 BT1331                         *CURRENT SURVEY CONTROL
 BT1331  ___________________________________________________________________
 BT1331* NAD 83(1986)-  31 58 14.     (N)    085 31 27.     (W)     SCALED    
 BT1331* NAVD 88     -       166.739  (meters)     547.04   (feet)  ADJUSTED  
 BT1331  ___________________________________________________________________
 BT1331  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 BT1331  DYNAMIC HT  -         166.543 (meters)     546.40  (feet)  COMP
 BT1331  MODELED GRAV-     979,464.4   (mgal)                       NAVD 88
 BT1331
 BT1331  VERT ORDER  -  SECOND    CLASS 0
 BT1331
 BT1331.The horizontal coordinates were scaled from a topographic map and have
 BT1331.an estimated accuracy of +/- 6 seconds.
 BT1331
 BT1331.The orthometric height was determined by differential leveling
 BT1331.and adjusted by the National Geodetic Survey in June 1991..
 BT1331
 BT1331.The geoid height was determined by GEOID03.
 BT1331
 BT1331.The dynamic height is computed by dividing the NAVD 88
 BT1331.geopotential number by the normal gravity value computed on the
 BT1331.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1331.degrees latitude (g = 980.6199 gals.).
 BT1331
 BT1331.The modeled gravity was interpolated from observed gravity values.
 BT1331
 BT1331;                    North         East    Units  Estimated Accuracy
 BT1331;SPC AL E     -   163,080.      229,220.      MT  (+/- 180 meters Scaled)
 BT1331
 BT1331                          SUPERSEDED SURVEY CONTROL
 BT1331
 BT1331  NGVD 29 (??/??/92)  166.735  (m)          547.03   (f) ADJ UNCH    2 0
 BT1331
 BT1331.Superseded values are not recommended for survey control.
 BT1331.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1331.See file dsdata.txt to determine how the superseded data were derived.
 BT1331
 BT1331_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA394381(NAD 83)
 BT1331_MARKER: DB = BENCH MARK DISK
 BT1331_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1331_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1331_STAMPING: D 20 RESET 1952
 BT1331_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1331+STABILITY: SURFACE MOTION
 BT1331
 BT1331  HISTORY     - Date     Condition        Report By
 BT1331  HISTORY     - 1952     MONUMENTED       CGS
 BT1331
 BT1331                          STATION DESCRIPTION
 BT1331
 BT1331'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1331'AT MT ANDREW.
 BT1331'AT MT. ANDREW, ALONG STATE HIGHWAY 51, AT THE CROSSROAD AND POST
 BT1331'OFFICE, 207 FEET EAST OF CENTER OF CROSSROAD, 121 FEET SOUTHEAST
 BT1331'OF SOUTH CORNER OF STORE AND POST OFFICE, 47 1/2 FEET NORTHEAST OF
 BT1331'CENTER LINE OF HIGHWAY, 1 FOOT SOUTH OF A WIRE FENCE, 100 FEET
 BT1331'NORTHEAST AND ACROSS HIGHWAY FROM POWER POLE NO. 112, 62 1/2 FEET
 BT1331'NORTHWEST OF A FENCE CORNER, 27 1/2 FEET NORTH OF NORTHWEST END OF
 BT1331'A 15-INCH PIPE CULVERT UNDER AN ABANDONED DRIVE, ABOUT LEVEL WITH
 BT1331'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2790 ***********************************************************************
 CN2790  DESIGNATION -  D 200
 CN2790  PID         -  CN2790
 CN2790  STATE/COUNTY-  AL/GREENE
 CN2790  USGS QUAD   -  MOUNDVILLE WEST (1980)
 CN2790
 CN2790                         *CURRENT SURVEY CONTROL
 CN2790  ___________________________________________________________________
 CN2790* NAD 83(1986)-  32 59 54.     (N)    087 42 45.     (W)     SCALED    
 CN2790* NAVD 88     -        34.917  (meters)     114.56   (feet)  ADJUSTED  
 CN2790  ___________________________________________________________________
 CN2790  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 CN2790  DYNAMIC HT  -          34.878 (meters)     114.43  (feet)  COMP
 CN2790  MODELED GRAV-     979,525.2   (mgal)                       NAVD 88
 CN2790
 CN2790  VERT ORDER  -  SECOND    CLASS 0
 CN2790
 CN2790.The horizontal coordinates were scaled from a topographic map and have
 CN2790.an estimated accuracy of +/- 6 seconds.
 CN2790
 CN2790.The orthometric height was determined by differential leveling
 CN2790.and adjusted by the National Geodetic Survey in June 1991..
 CN2790
 CN2790.The geoid height was determined by GEOID03.
 CN2790
 CN2790.The dynamic height is computed by dividing the NAVD 88
 CN2790.geopotential number by the normal gravity value computed on the
 CN2790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2790.degrees latitude (g = 980.6199 gals.).
 CN2790
 CN2790.The modeled gravity was interpolated from observed gravity values.
 CN2790
 CN2790;                    North         East    Units  Estimated Accuracy
 CN2790;SPC AL W     -   332,450.      580,140.      MT  (+/- 180 meters Scaled)
 CN2790
 CN2790                          SUPERSEDED SURVEY CONTROL
 CN2790
 CN2790  NGVD 29 (??/??/92)   34.88   (m)          114.4    (f) COMPUTED    2 0
 CN2790
 CN2790.Superseded values are not recommended for survey control.
 CN2790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2790.See file dsdata.txt to determine how the superseded data were derived.
 CN2790
 CN2790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB334513(NAD 83)
 CN2790_MARKER: DB = BENCH MARK DISK
 CN2790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2790_STAMPING: D 200 1946
 CN2790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2790+STABILITY: SURFACE MOTION
 CN2790
 CN2790  HISTORY     - Date     Condition        Report By
 CN2790  HISTORY     - 1946     MONUMENTED       CGS
 CN2790  HISTORY     - 1969     MARK NOT FOUND   USGS
 CN2790
 CN2790                          STATION DESCRIPTION
 CN2790
 CN2790'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CN2790'7.8 MI SE FROM RALPH.
 CN2790'ABOUT 1.55 MILES SOUTHWEST ALONG U. S. HIGHWAY 11 FROM THE POST OFFICE
 CN2790'AT RALPH, THENCE 6.25 MILES SOUTHEAST ALONG A GRAVEL ROAD LEADING TO
 CN2790'LOCK NO. 9, 53 FEET WEST OF THE WEST BANK OF THE BLACK WARRIOR RIVER,
 CN2790'20 FEET NORTH OF THE CENTER LINE OF THE ROAD, 34 FEET NORTHEAST OF A
 CN2790'FENCE CORNER, 8 FEET NORTHEAST OF A GATE POST, 20 FEET SOUTH OF A
 CN2790'TRIANGULAR BLAZED 12-INCH OAK TREE, 5 FEET EAST OF A FENCE LINE, 2
 CN2790'FEET EAST OF A WHITE WOODEN WITNESS POST AND ABOUT LEVEL WITH THE
 CN2790'ROAD.
 CN2790
 CN2790                          STATION RECOVERY (1969)
 CN2790
 CN2790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CN2790'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1685 ***********************************************************************
 DH1685  DESIGNATION -  D 201
 DH1685  PID         -  DH1685
 DH1685  STATE/COUNTY-  AL/FAYETTE
 DH1685  USGS QUAD   -  NEW LEXINGTON (1981)
 DH1685
 DH1685                         *CURRENT SURVEY CONTROL
 DH1685  ___________________________________________________________________
 DH1685* NAD 83(1986)-  33 32 17.     (N)    087 41 09.     (W)     SCALED    
 DH1685* NAVD 88     -       126.343  (meters)     414.51   (feet)  ADJUSTED  
 DH1685  ___________________________________________________________________
 DH1685  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DH1685  DYNAMIC HT  -         126.209 (meters)     414.07  (feet)  COMP
 DH1685  MODELED GRAV-     979,576.5   (mgal)                       NAVD 88
 DH1685
 DH1685  VERT ORDER  -  SECOND    CLASS 0
 DH1685
 DH1685.The horizontal coordinates were scaled from a topographic map and have
 DH1685.an estimated accuracy of +/- 6 seconds.
 DH1685
 DH1685.The orthometric height was determined by differential leveling
 DH1685.and adjusted by the National Geodetic Survey in June 1991..
 DH1685
 DH1685.The geoid height was determined by GEOID03.
 DH1685
 DH1685.The dynamic height is computed by dividing the NAVD 88
 DH1685.geopotential number by the normal gravity value computed on the
 DH1685.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1685.degrees latitude (g = 980.6199 gals.).
 DH1685
 DH1685.The modeled gravity was interpolated from observed gravity values.
 DH1685
 DH1685;                    North         East    Units  Estimated Accuracy
 DH1685;SPC AL W     -   392,300.      582,740.      MT  (+/- 180 meters Scaled)
 DH1685
 DH1685                          SUPERSEDED SURVEY CONTROL
 DH1685
 DH1685  NGVD 29 (??/??/92)  126.310  (m)          414.40   (f) ADJ UNCH    2 0
 DH1685
 DH1685.Superseded values are not recommended for survey control.
 DH1685.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1685.See file dsdata.txt to determine how the superseded data were derived.
 DH1685
 DH1685_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC363111(NAD 83)
 DH1685_MARKER: DB = BENCH MARK DISK
 DH1685_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1685_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1685_STAMPING: D 201 1946
 DH1685_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1685+STABILITY: SURFACE MOTION
 DH1685
 DH1685  HISTORY     - Date     Condition        Report By
 DH1685  HISTORY     - 1946     MONUMENTED       CGS
 DH1685  HISTORY     - 1967     MARK NOT FOUND   USGS
 DH1685  HISTORY     - 20050517 MARK NOT FOUND   ALHD
 DH1685
 DH1685                          STATION DESCRIPTION
 DH1685
 DH1685'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1685'8.45 MI E FROM NEWTONVILLE.
 DH1685'ABOUT 8.45 MILES EAST ALONG A GRAVEL ROAD LEADING TO THE ETTECA SCHOOL
 DH1685'FROM THE CEMETERY IN NEWTONVILLE, ABOUT 3.1 MILES WEST OF THE SCHOOL,
 DH1685'NEAR THE NEW HOPE CHURCH, 245 FEET EAST OF THE NORTHEAST CORNER OF THE
 DH1685'CHURCH, 74 FEET NORTHWEST OF A WELL, 30 FEET WEST OF AND ABOUT 6
 DH1685'INCHES BELOW THE CENTER LINE OF THE ROAD, 34 FEET SOUTH OF THE CENTER
 DH1685'LINE OF THE DRIVE WAY TO THE CHURCH, 12 FEET NORTHWEST OF A 2 FOOT OAK
 DH1685'TREE, 21 FEET SOUTHWEST OF THE WEST END OF A PIPE CULVERT, 2 FEET
 DH1685'SOUTH OF A WOODEN WITNESS POST.
 DH1685
 DH1685                          STATION RECOVERY (1967)
 DH1685
 DH1685'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DH1685'MARK NOT FOUND.
 DH1685
 DH1685                          STATION RECOVERY (2005)
 DH1685
 DH1685'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH1685'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0190 ***********************************************************************
 CO0190  DESIGNATION -  D 203
 CO0190  PID         -  CO0190
 CO0190  STATE/COUNTY-  AL/SUMTER
 CO0190  USGS QUAD   -  PANOLA (1973)
 CO0190
 CO0190                         *CURRENT SURVEY CONTROL
 CO0190  ___________________________________________________________________
 CO0190* NAD 83(1986)-  32 57 03.     (N)    088 19 24.     (W)     SCALED    
 CO0190* NAVD 88     -        48.754  (meters)     159.95   (feet)  ADJUSTED  
 CO0190  ___________________________________________________________________
 CO0190  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CO0190  DYNAMIC HT  -          48.700 (meters)     159.78  (feet)  COMP
 CO0190  MODELED GRAV-     979,524.3   (mgal)                       NAVD 88
 CO0190
 CO0190  VERT ORDER  -  SECOND    CLASS 0
 CO0190
 CO0190.The horizontal coordinates were scaled from a topographic map and have
 CO0190.an estimated accuracy of +/- 6 seconds.
 CO0190
 CO0190.The orthometric height was determined by differential leveling
 CO0190.and adjusted by the National Geodetic Survey in June 1991..
 CO0190
 CO0190.The geoid height was determined by GEOID03.
 CO0190
 CO0190.The dynamic height is computed by dividing the NAVD 88
 CO0190.geopotential number by the normal gravity value computed on the
 CO0190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0190.degrees latitude (g = 980.6199 gals.).
 CO0190
 CO0190.The modeled gravity was interpolated from observed gravity values.
 CO0190
 CO0190;                    North         East    Units  Estimated Accuracy
 CO0190;SPC AL W     -   327,460.      523,020.      MT  (+/- 180 meters Scaled)
 CO0190
 CO0190                          SUPERSEDED SURVEY CONTROL
 CO0190
 CO0190  NGVD 29 (??/??/92)   48.717  (m)          159.83   (f) ADJ UNCH    2 0
 CO0190
 CO0190.Superseded values are not recommended for survey control.
 CO0190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0190.See file dsdata.txt to determine how the superseded data were derived.
 CO0190
 CO0190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB763466(NAD 83)
 CO0190_MARKER: DB = BENCH MARK DISK
 CO0190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0190_STAMPING: D 203 1946
 CO0190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0190+STABILITY: SURFACE MOTION
 CO0190
 CO0190  HISTORY     - Date     Condition        Report By
 CO0190  HISTORY     - 1946     MONUMENTED       CGS
 CO0190
 CO0190                          STATION DESCRIPTION
 CO0190
 CO0190'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0190'3.65 MI SE FROM COOKSVILLE, MISS.
 CO0190'3.65 MILES SOUTHEAST FROM THE POST OFFICE AT COOKSVILLE, NOXUBEE
 CO0190'COUNTY, AT THE MOUNT TABOR BAPTIST CHURCH, 86 FEET SOUTHEAST OF THE
 CO0190'SOUTHEAST CORNER OF THE CHURCH, 35 FEET WEST OF THE CENTERLINE OF THE
 CO0190'ROAD, 20 FEET WEST OF AN OAK TREE SERVING AS A FENCE CORNER, 1 FOOT
 CO0190'NORTH OF A WIRE FENCE, 2 FEET SOUTH OF A WOODEN WITNESS POST.  A
 CO0190'STANDARD DISK, STAMPED D 203 1946, AND SET IN THE TOP OF A CONCRETE
 CO0190'POST PROJECTING ABOUT 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0209 ***********************************************************************
 CO0209  DESIGNATION -  D 204
 CO0209  PID         -  CO0209
 CO0209  STATE/COUNTY-  AL/SUMTER
 CO0209  USGS QUAD   -  GAINESVILLE (1986)
 CO0209
 CO0209                         *CURRENT SURVEY CONTROL
 CO0209  ___________________________________________________________________
 CO0209* NAD 83(1986)-  32 45 51.     (N)    088 10 04.     (W)     SCALED    
 CO0209* NAVD 88     -        49.692  (meters)     163.03   (feet)  ADJUSTED  
 CO0209  ___________________________________________________________________
 CO0209  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CO0209  DYNAMIC HT  -          49.636 (meters)     162.85  (feet)  COMP
 CO0209  MODELED GRAV-     979,509.1   (mgal)                       NAVD 88
 CO0209
 CO0209  VERT ORDER  -  SECOND    CLASS 0
 CO0209
 CO0209.The horizontal coordinates were scaled from a topographic map and have
 CO0209.an estimated accuracy of +/- 6 seconds.
 CO0209
 CO0209.The orthometric height was determined by differential leveling
 CO0209.and adjusted by the National Geodetic Survey in June 1991..
 CO0209
 CO0209.The geoid height was determined by GEOID03.
 CO0209
 CO0209.The dynamic height is computed by dividing the NAVD 88
 CO0209.geopotential number by the normal gravity value computed on the
 CO0209.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0209.degrees latitude (g = 980.6199 gals.).
 CO0209
 CO0209.The modeled gravity was interpolated from observed gravity values.
 CO0209
 CO0209;                    North         East    Units  Estimated Accuracy
 CO0209;SPC AL W     -   306,660.      537,430.      MT  (+/- 180 meters Scaled)
 CO0209
 CO0209                          SUPERSEDED SURVEY CONTROL
 CO0209
 CO0209  NGVD 29 (??/??/92)   49.662  (m)          162.93   (f) ADJ UNCH    2 0
 CO0209
 CO0209.Superseded values are not recommended for survey control.
 CO0209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0209.See file dsdata.txt to determine how the superseded data were derived.
 CO0209
 CO0209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB906257(NAD 83)
 CO0209_MARKER: DB = BENCH MARK DISK
 CO0209_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0209_SP_SET: CULVERT
 CO0209_STAMPING: D 204 1946
 CO0209_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0209
 CO0209  HISTORY     - Date     Condition        Report By
 CO0209  HISTORY     - 1946     MONUMENTED       CGS
 CO0209
 CO0209                          STATION DESCRIPTION
 CO0209
 CO0209'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0209'4.4 MI S FROM GAINESVILLE.
 CO0209'4.4 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 CO0209'GAINESVILLE, 150 YARDS NORTH OF A ROAD LEADING EAST TO A FARM HOUSE,
 CO0209'SET IN THE TOP OF THE NORTH END OF THE WEST HEADWALL OF A 6-FOOT
 CO0209'CONCRETE CULVERT, 13 FEET WEST OF AND ABOUT 4 INCHES HIGHER THAN THE
 CO0209'CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED D 204 1946 AND SET
 CO0209'IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0088 ***********************************************************************
 CO0088  DESIGNATION -  D 205
 CO0088  PID         -  CO0088
 CO0088  STATE/COUNTY-  AL/SUMTER
 CO0088  USGS QUAD   -  BOYD (1987)
 CO0088
 CO0088                         *CURRENT SURVEY CONTROL
 CO0088  ___________________________________________________________________
 CO0088* NAD 83(1986)-  32 35 53.     (N)    088 18 24.     (W)     SCALED    
 CO0088* NAVD 88     -        43.253  (meters)     141.91   (feet)  ADJUSTED  
 CO0088  ___________________________________________________________________
 CO0088  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CO0088  DYNAMIC HT  -          43.203 (meters)     141.74  (feet)  COMP
 CO0088  MODELED GRAV-     979,481.7   (mgal)                       NAVD 88
 CO0088
 CO0088  VERT ORDER  -  SECOND    CLASS 0
 CO0088
 CO0088.The horizontal coordinates were scaled from a topographic map and have
 CO0088.an estimated accuracy of +/- 6 seconds.
 CO0088
 CO0088.The orthometric height was determined by differential leveling
 CO0088.and adjusted by the National Geodetic Survey in June 1991..
 CO0088
 CO0088.The geoid height was determined by GEOID03.
 CO0088
 CO0088.The dynamic height is computed by dividing the NAVD 88
 CO0088.geopotential number by the normal gravity value computed on the
 CO0088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0088.degrees latitude (g = 980.6199 gals.).
 CO0088
 CO0088.The modeled gravity was interpolated from observed gravity values.
 CO0088
 CO0088;                    North         East    Units  Estimated Accuracy
 CO0088;SPC AL W     -   288,330.      524,280.      MT  (+/- 180 meters Scaled)
 CO0088
 CO0088                          SUPERSEDED SURVEY CONTROL
 CO0088
 CO0088  NGVD 29 (??/??/92)   43.224  (m)          141.81   (f) ADJ UNCH    2 0
 CO0088
 CO0088.Superseded values are not recommended for survey control.
 CO0088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0088.See file dsdata.txt to determine how the superseded data were derived.
 CO0088
 CO0088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB773074(NAD 83)
 CO0088_MARKER: DB = BENCH MARK DISK
 CO0088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0088_SP_SET: ABUTMENT
 CO0088_STAMPING: D 205 1946
 CO0088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0088
 CO0088  HISTORY     - Date     Condition        Report By
 CO0088  HISTORY     - 1946     MONUMENTED       CGS
 CO0088
 CO0088                          STATION DESCRIPTION
 CO0088
 CO0088'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0088'1.45 MI S FROM BOYD.
 CO0088'1.45 MILE SOUTH ALONG STATE HIGHWAY 17 FROM THE GIN AT BOYD, IN THE
 CO0088'TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE CONCRETE HIGHWAY
 CO0088'BRIDGE OVER THE SUCARNOOCHEE CREEK, (THE SOUTHERLY OF THREE CONCRETE
 CO0088'BRIDGES) 16 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 CO0088'BRIDGE FLOOR.  A STANDARD DISK, STAMPED D 205 1946, AND SET IN A DRILL
 CO0088'HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0975 ***********************************************************************
 EF0975  DESIGNATION -  D 206
 EF0975  PID         -  EF0975
 EF0975  STATE/COUNTY-  AL/MARION
 EF0975  USGS QUAD   -  HAMILTON (1983)
 EF0975
 EF0975                         *CURRENT SURVEY CONTROL
 EF0975  ___________________________________________________________________
 EF0975* NAD 83(1986)-  34 07 40.     (N)    087 59 24.     (W)     SCALED    
 EF0975* NAVD 88     -       133.342  (meters)     437.47   (feet)  ADJUSTED  
 EF0975  ___________________________________________________________________
 EF0975  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EF0975  DYNAMIC HT  -         133.208 (meters)     437.03  (feet)  COMP
 EF0975  MODELED GRAV-     979,628.1   (mgal)                       NAVD 88
 EF0975
 EF0975  VERT ORDER  -  SECOND    CLASS 0
 EF0975
 EF0975.The horizontal coordinates were scaled from a topographic map and have
 EF0975.an estimated accuracy of +/- 6 seconds.
 EF0975
 EF0975.The orthometric height was determined by differential leveling
 EF0975.and adjusted by the National Geodetic Survey in June 1991..
 EF0975
 EF0975.The geoid height was determined by GEOID03.
 EF0975
 EF0975.The dynamic height is computed by dividing the NAVD 88
 EF0975.geopotential number by the normal gravity value computed on the
 EF0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0975.degrees latitude (g = 980.6199 gals.).
 EF0975
 EF0975.The modeled gravity was interpolated from observed gravity values.
 EF0975
 EF0975;                    North         East    Units  Estimated Accuracy
 EF0975;SPC AL W     -   457,800.      554,800.      MT  (+/- 180 meters Scaled)
 EF0975
 EF0975                          SUPERSEDED SURVEY CONTROL
 EF0975
 EF0975  NGVD 29 (??/??/92)  133.279  (m)          437.27   (f) ADJ UNCH    2 0
 EF0975
 EF0975.Superseded values are not recommended for survey control.
 EF0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0975.See file dsdata.txt to determine how the superseded data were derived.
 EF0975
 EF0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC087767(NAD 83)
 EF0975_MARKER: DB = BENCH MARK DISK
 EF0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0975_STAMPING: D 206 1946
 EF0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0975+STABILITY: SURFACE MOTION
 EF0975
 EF0975  HISTORY     - Date     Condition        Report By
 EF0975  HISTORY     - 1946     MONUMENTED       CGS
 EF0975
 EF0975                          STATION DESCRIPTION
 EF0975
 EF0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EF0975'0.8 MI S FROM HAMILTON.
 EF0975'ABOUT 0.8 MILE SOUTH ALONG U.S. HIGHWAY 78 FROM THE STATE SECONDARY
 EF0975'AGRICULTURAL SCHOOL AT HAMILTON, NEAR THREE LARGE BRICK HOUSES, 200
 EF0975'FEET NORTHWEST OF A BRICK HOUSE, 32 FEET EAST OF THE CENTER LINE OF
 EF0975'THE HIGHWAY, 26 FEET NORTH OF THE CENTER LINE OF THE DRIVE WAY TO THE
 EF0975'BRICK HOUSE, 15 FEET NORTH OF A FENCE LINE, 9 FEET NORTH-NORTHEAST OF
 EF0975'A POWER POLE.  A DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2029 ***********************************************************************
 DH2029  DESIGNATION -  D 207
 DH2029  PID         -  DH2029
 DH2029  STATE/COUNTY-  AL/PICKENS
 DH2029  USGS QUAD   -  KIRK (1970)
 DH2029
 DH2029                         *CURRENT SURVEY CONTROL
 DH2029  ___________________________________________________________________
 DH2029* NAD 83(1986)-  33 10 25.     (N)    087 54 02.     (W)     SCALED    
 DH2029* NAVD 88     -       101.098  (meters)     331.69   (feet)  ADJUSTED  
 DH2029  ___________________________________________________________________
 DH2029  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH2029  DYNAMIC HT  -         100.987 (meters)     331.32  (feet)  COMP
 DH2029  MODELED GRAV-     979,536.2   (mgal)                       NAVD 88
 DH2029
 DH2029  VERT ORDER  -  SECOND    CLASS 0
 DH2029
 DH2029.The horizontal coordinates were scaled from a topographic map and have
 DH2029.an estimated accuracy of +/- 6 seconds.
 DH2029
 DH2029.The orthometric height was determined by differential leveling
 DH2029.and adjusted by the National Geodetic Survey in June 1991..
 DH2029
 DH2029.The geoid height was determined by GEOID03.
 DH2029
 DH2029.The dynamic height is computed by dividing the NAVD 88
 DH2029.geopotential number by the normal gravity value computed on the
 DH2029.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2029.degrees latitude (g = 980.6199 gals.).
 DH2029
 DH2029.The modeled gravity was interpolated from observed gravity values.
 DH2029
 DH2029;                    North         East    Units  Estimated Accuracy
 DH2029;SPC AL W     -   351,940.      562,640.      MT  (+/- 180 meters Scaled)
 DH2029
 DH2029                          SUPERSEDED SURVEY CONTROL
 DH2029
 DH2029  NGVD 29 (??/??/92)  101.047  (m)          331.52   (f) ADJ UNCH    2 0
 DH2029
 DH2029.Superseded values are not recommended for survey control.
 DH2029.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2029.See file dsdata.txt to determine how the superseded data were derived.
 DH2029
 DH2029_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB160708(NAD 83)
 DH2029_MARKER: DB = BENCH MARK DISK
 DH2029_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2029_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2029_STAMPING: D 207 1946
 DH2029_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2029+STABILITY: SURFACE MOTION
 DH2029
 DH2029  HISTORY     - Date     Condition        Report By
 DH2029  HISTORY     - 1946     MONUMENTED       CGS
 DH2029  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2029
 DH2029                          STATION DESCRIPTION
 DH2029
 DH2029'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2029'5.55 MI S FROM KIRK.
 DH2029'ALONG A GRAVEL ROAD BETWEEN KIRK AND BENEVOLA ABOUT 5.55 MILES SOUTH
 DH2029'OF THE CROSS ROADS AT KIRK AND ABOUT 7.0 MILES NORTHEAST OF THE CROSS
 DH2029'ROADS AT BENEVOLA, 95 FEET WEST-SOUTHWEST AND ACROSS THE ROAD FROM THE
 DH2029'WEST CORNER OF THE L.E. WOOD FARM HOUSE, 13 FEET SOUTH OF THE CENTER
 DH2029'OF A CONCRETE WELL TILE, 22 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DH2029'2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND 1 1/2 FEET LOWER THAN
 DH2029'ROAD LEVEL.
 DH2029
 DH2029                          STATION RECOVERY (1966)
 DH2029
 DH2029'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH2029'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1971 ***********************************************************************
 DH1971  DESIGNATION -  D 208
 DH1971  PID         -  DH1971
 DH1971  STATE/COUNTY-  AL/TUSCALOOSA
 DH1971  USGS QUAD   -  RALPH (1982)
 DH1971
 DH1971                         *CURRENT SURVEY CONTROL
 DH1971  ___________________________________________________________________
 DH1971* NAD 83(1986)-  33 06 53.     (N)    087 50 06.     (W)     SCALED    
 DH1971* NAVD 88     -        80.688  (meters)     264.72   (feet)  ADJUSTED  
 DH1971  ___________________________________________________________________
 DH1971  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DH1971  DYNAMIC HT  -          80.599 (meters)     264.43  (feet)  COMP
 DH1971  MODELED GRAV-     979,532.5   (mgal)                       NAVD 88
 DH1971
 DH1971  VERT ORDER  -  SECOND    CLASS 0
 DH1971
 DH1971.The horizontal coordinates were scaled from a topographic map and have
 DH1971.an estimated accuracy of +/- 6 seconds.
 DH1971
 DH1971.The orthometric height was determined by differential leveling
 DH1971.and adjusted by the National Geodetic Survey in June 1991..
 DH1971
 DH1971.The geoid height was determined by GEOID03.
 DH1971
 DH1971.The dynamic height is computed by dividing the NAVD 88
 DH1971.geopotential number by the normal gravity value computed on the
 DH1971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1971.degrees latitude (g = 980.6199 gals.).
 DH1971
 DH1971.The modeled gravity was interpolated from observed gravity values.
 DH1971
 DH1971;                    North         East    Units  Estimated Accuracy
 DH1971;SPC AL W     -   345,390.      568,740.      MT  (+/- 180 meters Scaled)
 DH1971
 DH1971                          SUPERSEDED SURVEY CONTROL
 DH1971
 DH1971  NGVD 29 (??/??/92)   80.642  (m)          264.57   (f) ADJ UNCH    2 0
 DH1971
 DH1971.Superseded values are not recommended for survey control.
 DH1971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1971.See file dsdata.txt to determine how the superseded data were derived.
 DH1971
 DH1971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB220643(NAD 83)
 DH1971_MARKER: DB = BENCH MARK DISK
 DH1971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1971_STAMPING: D 208 1946
 DH1971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1971+STABILITY: SURFACE MOTION
 DH1971
 DH1971  HISTORY     - Date     Condition        Report By
 DH1971  HISTORY     - 1946     MONUMENTED       CGS
 DH1971  HISTORY     - 1962     GOOD             NGS
 DH1971
 DH1971                          STATION DESCRIPTION
 DH1971
 DH1971'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DH1971'8.35 MI NE FROM SNODDY.
 DH1971'LOCATED 8.35 MILES NORTHEAST ALONG THE SNODDY-JENA ROAD FROM THE
 DH1971'CROSSROADS AT SNODDY, ON A SECTION OF THE OLD HIGHWAY WHICH IS
 DH1971'NORTHEAST OF THE PRESENT ROAD, 167 FEET NORTHEAST OF THE CENTERLINE OF
 DH1971'THE NEW ROAD AT STATION 363+80, 22 FEET NORTHWEST OF A 3-FOOT OAK
 DH1971'TREE, 23 FEET SOUTHWEST OF THE CENTER OF THE OLD GRAVELED ROAD, 16
 DH1971'FEET SOUTHEAST OF THE CENTER OF THE OLD ABANDONED ROAD BETWEEN THE OLD
 DH1971'AND THE NEW ROAD, 5 FEET NORTHEAST OF A SMALL CEDAR TREE, AND 1.5 FEET
 DH1971'NORTH OF A WHITE WITNESS POST.  IT IS A STANDARD DISK, STAMPED D 208
 DH1971'1949, SET IN THE TOP OF A 10 INCH SQUARE CONCRETE POST PROJECTING 4
 DH1971'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2736 ***********************************************************************
 CN2736  DESIGNATION -  D 209
 CN2736  PID         -  CN2736
 CN2736  STATE/COUNTY-  AL/GREENE
 CN2736  USGS QUAD   -  WARRIOR DAM (1980)
 CN2736
 CN2736                         *CURRENT SURVEY CONTROL
 CN2736  ___________________________________________________________________
 CN2736* NAD 83(1986)-  32 51 23.     (N)    087 52 21.     (W)     SCALED    
 CN2736* NAVD 88     -        39.552  (meters)     129.76   (feet)  ADJUSTED  
 CN2736  ___________________________________________________________________
 CN2736  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CN2736  DYNAMIC HT  -          39.508 (meters)     129.62  (feet)  COMP
 CN2736  MODELED GRAV-     979,515.1   (mgal)                       NAVD 88
 CN2736
 CN2736  VERT ORDER  -  SECOND    CLASS 0
 CN2736
 CN2736.The horizontal coordinates were scaled from a topographic map and have
 CN2736.an estimated accuracy of +/- 6 seconds.
 CN2736
 CN2736.The orthometric height was determined by differential leveling
 CN2736.and adjusted by the National Geodetic Survey in June 1991..
 CN2736
 CN2736.The geoid height was determined by GEOID03.
 CN2736
 CN2736.The dynamic height is computed by dividing the NAVD 88
 CN2736.geopotential number by the normal gravity value computed on the
 CN2736.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2736.degrees latitude (g = 980.6199 gals.).
 CN2736
 CN2736.The modeled gravity was interpolated from observed gravity values.
 CN2736
 CN2736;                    North         East    Units  Estimated Accuracy
 CN2736;SPC AL W     -   316,750.      565,140.      MT  (+/- 180 meters Scaled)
 CN2736
 CN2736                          SUPERSEDED SURVEY CONTROL
 CN2736
 CN2736  NGVD 29 (??/??/92)   39.523  (m)          129.67   (f) ADJ UNCH    2 0
 CN2736
 CN2736.Superseded values are not recommended for survey control.
 CN2736.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2736.See file dsdata.txt to determine how the superseded data were derived.
 CN2736
 CN2736_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB183357(NAD 83)
 CN2736_MARKER: DB = BENCH MARK DISK
 CN2736_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2736_SP_SET: CULVERT
 CN2736_STAMPING: D 209 1946
 CN2736_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2736
 CN2736  HISTORY     - Date     Condition        Report By
 CN2736  HISTORY     - 1946     MONUMENTED       CGS
 CN2736
 CN2736                          STATION DESCRIPTION
 CN2736
 CN2736'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CN2736'1.45 MI NE FROM EUTAW.
 CN2736'ABOUT 1.45 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COURT HOUSE
 CN2736'AT EUTAW, SET IN THE CENTER OF THE EAST HEADWALL OF A 4 X 4 FT.
 CN2736'CONCRETE BOX CULVERT, ABOUT 15 FEET EAST OF AND LEVEL WITH THE CENTER
 CN2736'LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0763 ***********************************************************************
 CM0763  DESIGNATION -  D 21
 CM0763  PID         -  CM0763
 CM0763  STATE/COUNTY-  AL/RUSSELL
 CM0763  USGS QUAD   -  SEALE (1984)
 CM0763
 CM0763                         *CURRENT SURVEY CONTROL
 CM0763  ___________________________________________________________________
 CM0763* NAD 83(1986)-  32 17 54.     (N)    085 09 59.     (W)     SCALED    
 CM0763* NAVD 88     -       106.412  (meters)     349.12   (feet)  ADJUSTED  
 CM0763  ___________________________________________________________________
 CM0763  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 CM0763  DYNAMIC HT  -         106.290 (meters)     348.72  (feet)  COMP
 CM0763  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CM0763
 CM0763  VERT ORDER  -  SECOND    CLASS 0
 CM0763
 CM0763.The horizontal coordinates were scaled from a topographic map and have
 CM0763.an estimated accuracy of +/- 6 seconds.
 CM0763
 CM0763.The orthometric height was determined by differential leveling
 CM0763.and adjusted by the National Geodetic Survey in June 1991..
 CM0763
 CM0763.The geoid height was determined by GEOID03.
 CM0763
 CM0763.The dynamic height is computed by dividing the NAVD 88
 CM0763.geopotential number by the normal gravity value computed on the
 CM0763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0763.degrees latitude (g = 980.6199 gals.).
 CM0763
 CM0763.The modeled gravity was interpolated from observed gravity values.
 CM0763
 CM0763;                    North         East    Units  Estimated Accuracy
 CM0763;SPC AL E     -   199,580.      262,820.      MT  (+/- 180 meters Scaled)
 CM0763
 CM0763                          SUPERSEDED SURVEY CONTROL
 CM0763
 CM0763  NGVD 29 (??/??/92)  106.426  (m)          349.17   (f) ADJ UNCH    2 0
 CM0763
 CM0763.Superseded values are not recommended for survey control.
 CM0763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0763.See file dsdata.txt to determine how the superseded data were derived.
 CM0763
 CM0763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA726749(NAD 83)
 CM0763_MARKER: DB = BENCH MARK DISK
 CM0763_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CM0763_SP_SET: PREFAB CONC. POST IN EARTH
 CM0763_STAMPING: D 21 1934
 CM0763_MARK LOGO: CGS   
 CM0763_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM0763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0763+STABILITY: SURFACE MOTION
 CM0763_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CM0763+SATELLITE: SATELLITE OBSERVATIONS - September 28, 1989
 CM0763
 CM0763  HISTORY     - Date     Condition        Report By
 CM0763  HISTORY     - 1934     MONUMENTED       CGS
 CM0763  HISTORY     - 1952     GOOD             NGS
 CM0763  HISTORY     - 19890928 GOOD             ALHD
 CM0763
 CM0763                          STATION DESCRIPTION
 CM0763
 CM0763'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0763'AT SEALE.
 CM0763'AT SEALE, ALONG THE CENTRAL OF GEORGIA RAILWAY, AT A ROAD CROSSING,
 CM0763'187 FEET NORTHEAST AND ACROSS TRACK FROM THE NORTH CORNER OF
 CM0763'STATION, 22 FEET NORTHWEST OF THE NORTHWEST RAIL OF MAIN TRACK,
 CM0763'20 FEET SOUTHWEST OF CENTER LINE OF ROAD, 134 FEET SOUTHEAST OF
 CM0763'EAST CORNER OF BAPTIST CHURCH, 10 FEET NORTH OF A RAILROAD
 CM0763'CROSSING WARNING SIGN, ABOUT 2 FEET ABOVE THE TRACK AND SET IN THE
 CM0763'TOP OF A CONCRETE POST ABOUT 6 INCHES UNDERGROUND.
 CM0763
 CM0763                          STATION RECOVERY (1989)
 CM0763
 CM0763'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 CM0763'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0100 ***********************************************************************
 CO0100  DESIGNATION -  D 210
 CO0100  PID         -  CO0100
 CO0100  STATE/COUNTY-  AL/SUMTER
 CO0100  USGS QUAD   -  EPES WEST (1986)
 CO0100
 CO0100                         *CURRENT SURVEY CONTROL
 CO0100  ___________________________________________________________________
 CO0100* NAD 83(1986)-  32 38 12.     (N)    088 14 31.     (W)     SCALED    
 CO0100* NAVD 88     -        45.292  (meters)     148.60   (feet)  ADJUSTED  
 CO0100  ___________________________________________________________________
 CO0100  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CO0100  DYNAMIC HT  -          45.240 (meters)     148.42  (feet)  COMP
 CO0100  MODELED GRAV-     979,491.5   (mgal)                       NAVD 88
 CO0100
 CO0100  VERT ORDER  -  SECOND    CLASS 0
 CO0100
 CO0100.The horizontal coordinates were scaled from a topographic map and have
 CO0100.an estimated accuracy of +/- 6 seconds.
 CO0100
 CO0100.The orthometric height was determined by differential leveling
 CO0100.and adjusted by the National Geodetic Survey in June 1991..
 CO0100
 CO0100.The geoid height was determined by GEOID03.
 CO0100
 CO0100.The dynamic height is computed by dividing the NAVD 88
 CO0100.geopotential number by the normal gravity value computed on the
 CO0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0100.degrees latitude (g = 980.6199 gals.).
 CO0100
 CO0100.The modeled gravity was interpolated from observed gravity values.
 CO0100
 CO0100;                    North         East    Units  Estimated Accuracy
 CO0100;SPC AL W     -   292,560.      530,380.      MT  (+/- 180 meters Scaled)
 CO0100
 CO0100                          SUPERSEDED SURVEY CONTROL
 CO0100
 CO0100  NGVD 29 (??/??/92)   45.263  (m)          148.50   (f) ADJ UNCH    2 0
 CO0100
 CO0100.Superseded values are not recommended for survey control.
 CO0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0100.See file dsdata.txt to determine how the superseded data were derived.
 CO0100
 CO0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB835116(NAD 83)
 CO0100_MARKER: DB = BENCH MARK DISK
 CO0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0100_STAMPING: D 210 1946
 CO0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0100+STABILITY: SURFACE MOTION
 CO0100
 CO0100  HISTORY     - Date     Condition        Report By
 CO0100  HISTORY     - 1946     MONUMENTED       CGS
 CO0100
 CO0100                          STATION DESCRIPTION
 CO0100
 CO0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0100'5.45 MI NE FROM BOYD.
 CO0100'1.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE GIN AT BOYD, THENCE
 CO0100'3.85 MILES EAST ALONG THE LIVINGSTON-BOYD ROAD, 160 FEET SOUTHEAST OF
 CO0100'THE SOUTHEAST CORNER OF A 49-FOOT WOODEN BRIDGE, 15 FEET NORTH OF A
 CO0100'36-INCH OAK TREE, 49 FEET SOUTH OF AND ABOUT 2 FEET LOWER THAN THE
 CO0100'CENTER LINE OF THE ROAD, 1.6 FEET NORTH OF THE SOUTH RIGHT-OF-WAY
 CO0100'FENCE, AND 2 FEET WEST OF A WITNESS POST.  A STANDARD DISK, STAMPED D
 CO0100'210 1946, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CO0100'NOTE-- THIS MARK MAY ALSO BE REACHED BY GOING 2.1 MILES NORTH ALONG
 CO0100'U.S. HIGHWAY 11 FROM THE COURT HOUSE AT LIVINGSTON, 6.4 MILES WEST
 CO0100'ALONG THE LIVINGSTON-BOYD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1310 ***********************************************************************
 DH1310  DESIGNATION -  D 211
 DH1310  PID         -  DH1310
 DH1310  STATE/COUNTY-  AL/JEFFERSON
 DH1310  USGS QUAD   -  ADAMSVILLE (1993)
 DH1310
 DH1310                         *CURRENT SURVEY CONTROL
 DH1310  ___________________________________________________________________
 DH1310* NAD 83(1986)-  33 37 01.     (N)    086 57 23.     (W)     SCALED    
 DH1310* NAVD 88     -       125.679  (meters)     412.33   (feet)  ADJUSTED  
 DH1310  ___________________________________________________________________
 DH1310  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DH1310  DYNAMIC HT  -         125.542 (meters)     411.88  (feet)  COMP
 DH1310  MODELED GRAV-     979,545.2   (mgal)                       NAVD 88
 DH1310
 DH1310  VERT ORDER  -  SECOND    CLASS 0
 DH1310
 DH1310.The horizontal coordinates were scaled from a topographic map and have
 DH1310.an estimated accuracy of +/- 6 seconds.
 DH1310
 DH1310.The orthometric height was determined by differential leveling
 DH1310.and adjusted by the National Geodetic Survey in June 1991..
 DH1310
 DH1310.The geoid height was determined by GEOID03.
 DH1310
 DH1310.The dynamic height is computed by dividing the NAVD 88
 DH1310.geopotential number by the normal gravity value computed on the
 DH1310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1310.degrees latitude (g = 980.6199 gals.).
 DH1310
 DH1310.The modeled gravity was interpolated from observed gravity values.
 DH1310
 DH1310;                    North         East    Units  Estimated Accuracy
 DH1310;SPC AL W     -   401,170.      650,440.      MT  (+/- 180 meters Scaled)
 DH1310
 DH1310                          SUPERSEDED SURVEY CONTROL
 DH1310
 DH1310  NGVD 29 (??/??/92)  125.643  (m)          412.21   (f) ADJ UNCH    2 0
 DH1310
 DH1310.Superseded values are not recommended for survey control.
 DH1310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1310.See file dsdata.txt to determine how the superseded data were derived.
 DH1310
 DH1310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC040196(NAD 83)
 DH1310_MARKER: DB = BENCH MARK DISK
 DH1310_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1310_SP_SET: BRIDGE
 DH1310_STAMPING: D 211 1946
 DH1310_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1310
 DH1310  HISTORY     - Date     Condition        Report By
 DH1310  HISTORY     - 1946     MONUMENTED       CGS
 DH1310
 DH1310                          STATION DESCRIPTION
 DH1310
 DH1310'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1310'1.25 MI N FROM ADAMSVILLE.
 DH1310'ABOUT 1.25 MILES NORTH ALONG THE ADAMSVILLE-BLOSSBURG ROAD FROM THE
 DH1310'ST. LOUIS AND SAN FRANCISCO RAILWAY STATION AT ADAMSVILLE, ABOUT 1.1
 DH1310'MILES SOUTH OF THE POST OFFICE AT BLOSSBURG, ABOUT 0.1 MILE SOUTH OF
 DH1310'THE MT. HEBRON BAPTIST CHURCH, SET IN THE TOP OF THE NORTH END OF THE
 DH1310'WEST HEAD WALL OF A 15 FOOT CONCRETE AND STONE BRIDGE OVER A CREEK, 12
 DH1310'FEET WEST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2016 ***********************************************************************
 DH2016  DESIGNATION -  D 212
 DH2016  PID         -  DH2016
 DH2016  STATE/COUNTY-  AL/GREENE
 DH2016  USGS QUAD   -  ROMULUS (1981)
 DH2016
 DH2016                         *CURRENT SURVEY CONTROL
 DH2016  ___________________________________________________________________
 DH2016* NAD 83(1986)-  33 07 48.     (N)    087 52 10.     (W)     SCALED    
 DH2016* NAVD 88     -        59.228  (meters)     194.32   (feet)  ADJUSTED  
 DH2016  ___________________________________________________________________
 DH2016  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH2016  DYNAMIC HT  -          59.162 (meters)     194.10  (feet)  COMP
 DH2016  MODELED GRAV-     979,533.9   (mgal)                       NAVD 88
 DH2016
 DH2016  VERT ORDER  -  SECOND    CLASS 0
 DH2016
 DH2016.The horizontal coordinates were scaled from a topographic map and have
 DH2016.an estimated accuracy of +/- 6 seconds.
 DH2016
 DH2016.The orthometric height was determined by differential leveling
 DH2016.and adjusted by the National Geodetic Survey in June 1991..
 DH2016
 DH2016.The geoid height was determined by GEOID03.
 DH2016
 DH2016.The dynamic height is computed by dividing the NAVD 88
 DH2016.geopotential number by the normal gravity value computed on the
 DH2016.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2016.degrees latitude (g = 980.6199 gals.).
 DH2016
 DH2016.The modeled gravity was interpolated from observed gravity values.
 DH2016
 DH2016;                    North         East    Units  Estimated Accuracy
 DH2016;SPC AL W     -   347,090.      565,530.      MT  (+/- 180 meters Scaled)
 DH2016
 DH2016                          SUPERSEDED SURVEY CONTROL
 DH2016
 DH2016  NGVD 29 (??/??/92)   59.180  (m)          194.16   (f) ADJ UNCH    2 0
 DH2016
 DH2016.Superseded values are not recommended for survey control.
 DH2016.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2016.See file dsdata.txt to determine how the superseded data were derived.
 DH2016
 DH2016_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB188660(NAD 83)
 DH2016_MARKER: DB = BENCH MARK DISK
 DH2016_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2016_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2016_STAMPING: D 212 1946
 DH2016_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2016+STABILITY: SURFACE MOTION
 DH2016
 DH2016  HISTORY     - Date     Condition        Report By
 DH2016  HISTORY     - 1946     MONUMENTED       CGS
 DH2016
 DH2016                          STATION DESCRIPTION
 DH2016
 DH2016'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2016'1.45 MI SW FROM JENA.
 DH2016'ABOUT 1.05 MILE SOUTHWEST ALONG THE JENA-BENEVOLA ROAD FROM JENA
 DH2016'SCHOOL, THENCE 0.4 MILE NORTHWEST ALONG A DIM ROAD LEADING ACROSS THE
 DH2016'SIPSEY RIVER TO PIONEER, AT THE NORTH SIDE OF A GRAVEL PIT, 93 FEET
 DH2016'SOUTHEAST OF THE SOUTHEAST CORNER OF A HOUSE, 28 FEET NORTHWEST OF A
 DH2016'LARGE PINE TREE, ABOUT 32 FEET SOUTHWEST OF A 6-INCH WILLOW TREE, 8
 DH2016'FEET NORTH OF THE NORTHWEST CORNER OF A LOG CRIB.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1466 ***********************************************************************
 DH1466  DESIGNATION -  D 213
 DH1466  PID         -  DH1466
 DH1466  STATE/COUNTY-  AL/WALKER
 DH1466  USGS QUAD   -  SIPSEY (1983)
 DH1466
 DH1466                         *CURRENT SURVEY CONTROL
 DH1466  ___________________________________________________________________
 DH1466* NAD 83(1986)-  33 50 34.     (N)    087 03 13.     (W)     SCALED    
 DH1466* NAVD 88     -       152.635  (meters)     500.77   (feet)  ADJUSTED  
 DH1466  ___________________________________________________________________
 DH1466  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 DH1466  DYNAMIC HT  -         152.477 (meters)     500.25  (feet)  COMP
 DH1466  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 DH1466
 DH1466  VERT ORDER  -  SECOND    CLASS 0
 DH1466
 DH1466.The horizontal coordinates were scaled from a topographic map and have
 DH1466.an estimated accuracy of +/- 6 seconds.
 DH1466
 DH1466.The orthometric height was determined by differential leveling
 DH1466.and adjusted by the National Geodetic Survey in June 1991..
 DH1466
 DH1466.The geoid height was determined by GEOID03.
 DH1466
 DH1466.The dynamic height is computed by dividing the NAVD 88
 DH1466.geopotential number by the normal gravity value computed on the
 DH1466.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1466.degrees latitude (g = 980.6199 gals.).
 DH1466
 DH1466.The modeled gravity was interpolated from observed gravity values.
 DH1466
 DH1466;                    North         East    Units  Estimated Accuracy
 DH1466;SPC AL W     -   426,170.      641,310.      MT  (+/- 180 meters Scaled)
 DH1466
 DH1466                          SUPERSEDED SURVEY CONTROL
 DH1466
 DH1466  NGVD 29 (??/??/92)  152.611  (m)          500.69   (f) ADJ UNCH    2 0
 DH1466
 DH1466.Superseded values are not recommended for survey control.
 DH1466.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1466.See file dsdata.txt to determine how the superseded data were derived.
 DH1466
 DH1466_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC950447(NAD 83)
 DH1466_MARKER: DB = BENCH MARK DISK
 DH1466_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1466_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1466_STAMPING: D 213 1946
 DH1466_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1466+STABILITY: SURFACE MOTION
 DH1466
 DH1466  HISTORY     - Date     Condition        Report By
 DH1466  HISTORY     - 1946     MONUMENTED       CGS
 DH1466
 DH1466                          STATION DESCRIPTION
 DH1466
 DH1466'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1466'3.0 MI NE FROM SIPSEY.
 DH1466'ABOUT 1.2 MILES EAST ALONG THE SIPSEY-SUMITON ROAD FROM THE POST
 DH1466'OFFICE AT SIPSEY, THENCE ABOUT 1.8 MILES NORTH ALONG A GRAVEL ROAD,
 DH1466'ABOUT 0.5 MILE NORTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTH,
 DH1466'ABOUT 30 YARDS NORTH OF THE TOP OF A GRADE, 31 FEET EAST OF THE CENTER
 DH1466'LINE OF THE ROAD, 45.5 FEET SOUTHEAST OF THE EAST END OF A 14 INCH
 DH1466'CORRUGATED PIPE CULVERT, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 DH1466'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH1466'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1408 ***********************************************************************
 DH1408  DESIGNATION -  D 214
 DH1408  PID         -  DH1408
 DH1408  STATE/COUNTY-  AL/BLOUNT
 DH1408  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1408
 DH1408                         *CURRENT SURVEY CONTROL
 DH1408  ___________________________________________________________________
 DH1408* NAD 83(1986)-  33 53 08.     (N)    086 50 54.     (W)     SCALED    
 DH1408* NAVD 88     -       171.642  (meters)     563.13   (feet)  ADJUSTED  
 DH1408  ___________________________________________________________________
 DH1408  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DH1408  DYNAMIC HT  -         171.462 (meters)     562.54  (feet)  COMP
 DH1408  MODELED GRAV-     979,585.3   (mgal)                       NAVD 88
 DH1408
 DH1408  VERT ORDER  -  SECOND    CLASS 0
 DH1408
 DH1408.The horizontal coordinates were scaled from a topographic map and have
 DH1408.an estimated accuracy of +/- 6 seconds.
 DH1408
 DH1408.The orthometric height was determined by differential leveling
 DH1408.and adjusted by the National Geodetic Survey in June 1991..
 DH1408
 DH1408.The geoid height was determined by GEOID03.
 DH1408
 DH1408.The dynamic height is computed by dividing the NAVD 88
 DH1408.geopotential number by the normal gravity value computed on the
 DH1408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1408.degrees latitude (g = 980.6199 gals.).
 DH1408
 DH1408.The modeled gravity was interpolated from observed gravity values.
 DH1408
 DH1408;                    North         East    Units  Estimated Accuracy
 DH1408;SPC AL W     -   431,020.      660,280.      MT  (+/- 180 meters Scaled)
 DH1408
 DH1408                          SUPERSEDED SURVEY CONTROL
 DH1408
 DH1408  NGVD 29 (??/??/92)  171.606  (m)          563.01   (f) ADJ UNCH    2 0
 DH1408
 DH1408.Superseded values are not recommended for survey control.
 DH1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1408.See file dsdata.txt to determine how the superseded data were derived.
 DH1408
 DH1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC140494(NAD 83)
 DH1408_MARKER: DB = BENCH MARK DISK
 DH1408_SETTING: 66 = SET IN ROCK OUTCROP
 DH1408_SP_SET: ROCK OUTCROP
 DH1408_STAMPING: D 214 1946
 DH1408_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1408+STABILITY: POSITION/ELEVATION WELL
 DH1408
 DH1408  HISTORY     - Date     Condition        Report By
 DH1408  HISTORY     - 1946     MONUMENTED       CGS
 DH1408  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1408
 DH1408                          STATION DESCRIPTION
 DH1408
 DH1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1408'6.15 MI N FROM WARRIOR.
 DH1408'ABOUT 6.15 MILES NORTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1408'WARRIOR, ABOUT 4.45 MILES SOUTH OF THE POST OFFICE AT BLOUNT SPRINGS,
 DH1408'ABOUT 75 YARDS SOUTH OF A 3 FOOT PIPE CULVERT WITH CONCRETE HEAD
 DH1408'WALLS, 41 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 31 FEET
 DH1408'SOUTHWEST OF A TRIANGULAR BLAZED 4-INCH HICKORY TREE, 24.5 FEET WEST
 DH1408'OF A TRIANGULAR BLAZED 10 INCH HICKORY TREE, SET IN THE TOP OF THE
 DH1408'LARGEST OF A GROUP OF ROCK OUTCROP NEAR THE PAINTED LETTERS BM.
 DH1408
 DH1408                          STATION RECOVERY (1982)
 DH1408
 DH1408'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1408'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1388 ***********************************************************************
 DH1388  DESIGNATION -  D 215
 DH1388  PID         -  DH1388
 DH1388  STATE/COUNTY-  AL/CULLMAN
 DH1388  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1388
 DH1388                         *CURRENT SURVEY CONTROL
 DH1388  ___________________________________________________________________
 DH1388* NAD 83(1986)-  33 57 02.     (N)    086 50 19.     (W)     SCALED    
 DH1388* NAVD 88     -       102.304  (meters)     335.64   (feet)  ADJUSTED  
 DH1388  ___________________________________________________________________
 DH1388  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DH1388  DYNAMIC HT  -         102.197 (meters)     335.29  (feet)  COMP
 DH1388  MODELED GRAV-     979,594.3   (mgal)                       NAVD 88
 DH1388
 DH1388  VERT ORDER  -  SECOND    CLASS 0
 DH1388
 DH1388.The horizontal coordinates were scaled from a topographic map and have
 DH1388.an estimated accuracy of +/- 6 seconds.
 DH1388
 DH1388.The orthometric height was determined by differential leveling
 DH1388.and adjusted by the National Geodetic Survey in June 1991..
 DH1388
 DH1388.The geoid height was determined by GEOID03.
 DH1388
 DH1388.The dynamic height is computed by dividing the NAVD 88
 DH1388.geopotential number by the normal gravity value computed on the
 DH1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1388.degrees latitude (g = 980.6199 gals.).
 DH1388
 DH1388.The modeled gravity was interpolated from observed gravity values.
 DH1388
 DH1388;                    North         East    Units  Estimated Accuracy
 DH1388;SPC AL W     -   438,230.      661,130.      MT  (+/- 180 meters Scaled)
 DH1388
 DH1388                          SUPERSEDED SURVEY CONTROL
 DH1388
 DH1388  NGVD 29 (??/??/92)  102.276  (m)          335.55   (f) ADJ UNCH    2 0
 DH1388
 DH1388.Superseded values are not recommended for survey control.
 DH1388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1388.See file dsdata.txt to determine how the superseded data were derived.
 DH1388
 DH1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC149566(NAD 83)
 DH1388_MARKER: DB = BENCH MARK DISK
 DH1388_SETTING: 66 = SET IN ROCK OUTCROP
 DH1388_SP_SET: ROCK LEDGE
 DH1388_STAMPING: D 215 1946
 DH1388_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1388+STABILITY: POSITION/ELEVATION WELL
 DH1388
 DH1388  HISTORY     - Date     Condition        Report By
 DH1388  HISTORY     - 1946     MONUMENTED       CGS
 DH1388
 DH1388                          STATION DESCRIPTION
 DH1388
 DH1388'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1388'4.9 MI NW FROM BLOUNT SPRINGS.
 DH1388'ABOUT 0.8 MILE SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1388'BLOUNT SPRINGS, THENCE ABOUT 4.1 MILES NORTHWEST ALONG A GRAVEL ROAD
 DH1388'LEADING TO BURNT BRIDGE AND ARKADELPHIA, AT BURNT BRIDGE, 55 FEET
 DH1388'NORTH OF THE NORTHWEST CORNER OF AN OLD IRON BRIDGE OVER MULBERRY FORK
 DH1388'OF WARRIOR RIVER, 14 FEET WEST OF THE CENTER LINE OF THE ROAD, 29 FEET
 DH1388'NORTHEAST OF A 26-INCH OAK TREE, SET IN A LARGE ROCK LEDGE ABOUT 3
 DH1388'FEET ABOVE THE ROAD NEAR THE PAINTED LETTERS B M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1443 ***********************************************************************
 DH1443  DESIGNATION -  D 216
 DH1443  PID         -  DH1443
 DH1443  STATE/COUNTY-  AL/JEFFERSON
 DH1443  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1443
 DH1443                         *CURRENT SURVEY CONTROL
 DH1443  ___________________________________________________________________
 DH1443* NAD 83(1986)-  33 31 06.     (N)    086 51 55.     (W)     SCALED    
 DH1443* NAVD 88     -       165.724  (meters)     543.71   (feet)  ADJUSTED  
 DH1443  ___________________________________________________________________
 DH1443  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH1443  DYNAMIC HT  -         165.541 (meters)     543.11  (feet)  COMP
 DH1443  MODELED GRAV-     979,525.7   (mgal)                       NAVD 88
 DH1443
 DH1443  VERT ORDER  -  SECOND    CLASS 0
 DH1443
 DH1443.The horizontal coordinates were scaled from a topographic map and have
 DH1443.an estimated accuracy of +/- 6 seconds.
 DH1443
 DH1443.The orthometric height was determined by differential leveling
 DH1443.and adjusted by the National Geodetic Survey in June 1991..
 DH1443
 DH1443.The geoid height was determined by GEOID03.
 DH1443
 DH1443.The dynamic height is computed by dividing the NAVD 88
 DH1443.geopotential number by the normal gravity value computed on the
 DH1443.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1443.degrees latitude (g = 980.6199 gals.).
 DH1443
 DH1443.The modeled gravity was interpolated from observed gravity values.
 DH1443
 DH1443;                    North         East    Units  Estimated Accuracy
 DH1443;SPC AL W     -   390,280.      658,960.      MT  (+/- 180 meters Scaled)
 DH1443
 DH1443                          SUPERSEDED SURVEY CONTROL
 DH1443
 DH1443  NGVD 29 (??/??/92)  165.682  (m)          543.58   (f) ADJ UNCH    2 0
 DH1443
 DH1443.Superseded values are not recommended for survey control.
 DH1443.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1443.See file dsdata.txt to determine how the superseded data were derived.
 DH1443
 DH1443_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC125087(NAD 83)
 DH1443_MARKER: DB = BENCH MARK DISK
 DH1443_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1443_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1443_STAMPING: D 216 1947
 DH1443_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1443+STABILITY: SURFACE MOTION
 DH1443
 DH1443  HISTORY     - Date     Condition        Report By
 DH1443  HISTORY     - 1947     MONUMENTED       CGS
 DH1443  HISTORY     - 1959     GOOD             LOCENG
 DH1443
 DH1443                          STATION DESCRIPTION
 DH1443
 DH1443'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1443'IN BIRMINGHAM.
 DH1443'AT BIRMINGHAM, IN THE NORTHWEST PART OF TOWN, AT THE ROBERTS AIRPORT,
 DH1443'AT THE MAIN ENTRANCE (EUFALA AVE), NEAR THE SOUTHEAST CORNER OF THE
 DH1443'FIELD, 42 FEET WEST OF THE CENTER LINE OF THE ENTRANCE, 23 FEET WEST
 DH1443'OF THE NORTHWEST CORNER OF THE WEST 3.5 FEET SQUARE ROCK POST MARKING
 DH1443'THE ENTRANCE, 37.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A SMALL
 DH1443'HOUSE, 10 FEET NORTH OF THE YARD FENCE, ABOUT LEVEL WITH THE ENTRANCE
 DH1443'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 DH1443
 DH1443                          STATION RECOVERY (1959)
 DH1443
 DH1443'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 DH1443'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0387 ***********************************************************************
 DJ0387  DESIGNATION -  D 217
 DJ0387  PID         -  DJ0387
 DJ0387  STATE/COUNTY-  AL/PICKENS
 DJ0387  USGS QUAD   -  CARROLLTON (1985)
 DJ0387
 DJ0387                         *CURRENT SURVEY CONTROL
 DJ0387  ___________________________________________________________________
 DJ0387* NAD 83(1986)-  33 18 51.     (N)    088 03 09.     (W)     SCALED    
 DJ0387* NAVD 88     -        69.825  (meters)     229.08   (feet)  ADJUSTED  
 DJ0387  ___________________________________________________________________
 DJ0387  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DJ0387  DYNAMIC HT  -          69.750 (meters)     228.84  (feet)  COMP
 DJ0387  MODELED GRAV-     979,551.4   (mgal)                       NAVD 88
 DJ0387
 DJ0387  VERT ORDER  -  SECOND    CLASS 0
 DJ0387
 DJ0387.The horizontal coordinates were scaled from a topographic map and have
 DJ0387.an estimated accuracy of +/- 6 seconds.
 DJ0387
 DJ0387.The orthometric height was determined by differential leveling
 DJ0387.and adjusted by the National Geodetic Survey in June 1991..
 DJ0387
 DJ0387.The geoid height was determined by GEOID03.
 DJ0387
 DJ0387.The dynamic height is computed by dividing the NAVD 88
 DJ0387.geopotential number by the normal gravity value computed on the
 DJ0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0387.degrees latitude (g = 980.6199 gals.).
 DJ0387
 DJ0387.The modeled gravity was interpolated from observed gravity values.
 DJ0387
 DJ0387;                    North         East    Units  Estimated Accuracy
 DJ0387;SPC AL W     -   367,590.      548,550.      MT  (+/- 180 meters Scaled)
 DJ0387
 DJ0387                          SUPERSEDED SURVEY CONTROL
 DJ0387
 DJ0387  NGVD 29 (??/??/92)   69.779  (m)          228.93   (f) ADJ UNCH    2 0
 DJ0387
 DJ0387.Superseded values are not recommended for survey control.
 DJ0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0387.See file dsdata.txt to determine how the superseded data were derived.
 DJ0387
 DJ0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB020866(NAD 83)
 DJ0387_MARKER: DB = BENCH MARK DISK
 DJ0387_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0387_SP_SET: CULVERT
 DJ0387_STAMPING: D 217 1946
 DJ0387_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0387
 DJ0387  HISTORY     - Date     Condition        Report By
 DJ0387  HISTORY     - 1946     MONUMENTED       CGS
 DJ0387
 DJ0387                          STATION DESCRIPTION
 DJ0387
 DJ0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0387'4.55 MI N FROM CARROLLTON.
 DJ0387'ABOUT 4.55 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE COURT HOUSE AT
 DJ0387'CARROLLTON, ABOUT 0.5 MILE SOUTH OF A BAPTIST CHURCH ON THE EAST SIDE
 DJ0387'OF THE HIGHWAY, ABOUT 175 FEET NORTH OF J. L. SMITH STORE, SET IN THE
 DJ0387'TOP OF THE SOUTH END OF THE WEST HEADWALL OF A 3 FOOT CONCRETE BOX
 DJ0387'CULVERT, 23.3 FEET WEST OF AND ABOUT 4 FEET LOWER THAN THE CENTER LINE
 DJ0387'OF THE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE GULF, MOBILE AND
 DJ0387'OHIO RAILROAD STATION AT REFORM BY GOING 5.2 MILES SOUTH ALONG STATE
 DJ0387'HIGHWAY 17.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0992 ***********************************************************************
 DH0992  DESIGNATION -  D 218
 DH0992  PID         -  DH0992
 DH0992  STATE/COUNTY-  AL/SHELBY
 DH0992  USGS QUAD   -  CAHABA HEIGHTS (1988)
 DH0992
 DH0992                         *CURRENT SURVEY CONTROL
 DH0992  ___________________________________________________________________
 DH0992* NAD 83(1986)-  33 22 44.     (N)    086 39 58.     (W)     SCALED    
 DH0992* NAVD 88     -       273.531  (meters)     897.41   (feet)  ADJUSTED  
 DH0992  ___________________________________________________________________
 DH0992  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0992  DYNAMIC HT  -         273.230 (meters)     896.42  (feet)  COMP
 DH0992  MODELED GRAV-     979,528.7   (mgal)                       NAVD 88
 DH0992
 DH0992  VERT ORDER  -  SECOND    CLASS 0
 DH0992
 DH0992.The horizontal coordinates were scaled from a topographic map and have
 DH0992.an estimated accuracy of +/- 6 seconds.
 DH0992
 DH0992.The orthometric height was determined by differential leveling
 DH0992.and adjusted by the National Geodetic Survey in June 1991..
 DH0992
 DH0992.The geoid height was determined by GEOID03.
 DH0992
 DH0992.The dynamic height is computed by dividing the NAVD 88
 DH0992.geopotential number by the normal gravity value computed on the
 DH0992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0992.degrees latitude (g = 980.6199 gals.).
 DH0992
 DH0992.The modeled gravity was interpolated from observed gravity values.
 DH0992
 DH0992;                    North         East    Units  Estimated Accuracy
 DH0992;SPC AL W     -   374,940.      677,590.      MT  (+/- 180 meters Scaled)
 DH0992
 DH0992                          SUPERSEDED SURVEY CONTROL
 DH0992
 DH0992  NGVD 29 (??/??/92)  273.46   (m)          897.2    (f) COMPUTED    2 0
 DH0992
 DH0992.Superseded values are not recommended for survey control.
 DH0992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0992.See file dsdata.txt to determine how the superseded data were derived.
 DH0992
 DH0992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB310933(NAD 83)
 DH0992_MARKER: DB = BENCH MARK DISK
 DH0992_SETTING: 80 = SET IN A BOULDER
 DH0992_SP_SET: BOULDER
 DH0992_STAMPING: D 218 1947
 DH0992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0992+STABILITY: SURFACE MOTION
 DH0992
 DH0992  HISTORY     - Date     Condition        Report By
 DH0992  HISTORY     - 1947     MONUMENTED       CGS
 DH0992
 DH0992                          STATION DESCRIPTION
 DH0992
 DH0992'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0992'4.4 MI NW FROM CHELSEA.
 DH0992'ABOUT 1.75 MILES WEST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 DH0992'FROM THE STATION AT CHELSEA, THENCE ABOUT 2.65 MILES NORTHWEST ALONG
 DH0992'STATE HIGHWAY 91, ABOUT 0.55 MILES SOUTHEAST OF AN AIRWAY BEACON, 17
 DH0992'FEET NORTHWEST OF THE NORTHWEST END POST OF THE SOUTHWEST HIGHWAY
 DH0992'GUARD RAIL, 22.5 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND
 DH0992'SET IN THE TOP AND IN THE APPROXIMATE CENTER OF A LARGE BOULDER ABOUT
 DH0992'7 FEET LONG AND 5 FEET WIDE BETWEEN THE HIGHWAY AND THE DITCH, AND
 DH0992'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0942 ***********************************************************************
 DH0942  DESIGNATION -  D 219
 DH0942  PID         -  DH0942
 DH0942  STATE/COUNTY-  AL/JEFFERSON
 DH0942  USGS QUAD   -  BESSEMER (1988)
 DH0942
 DH0942                         *CURRENT SURVEY CONTROL
 DH0942  ___________________________________________________________________
 DH0942* NAD 83(1986)-  33 22 51.     (N)    086 55 44.     (W)     SCALED    
 DH0942* NAVD 88     -       161.733  (meters)     530.62   (feet)  ADJUSTED  
 DH0942  ___________________________________________________________________
 DH0942  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0942  DYNAMIC HT  -         161.554 (meters)     530.03  (feet)  COMP
 DH0942  MODELED GRAV-     979,526.9   (mgal)                       NAVD 88
 DH0942
 DH0942  VERT ORDER  -  SECOND    CLASS 0
 DH0942
 DH0942.The horizontal coordinates were scaled from a topographic map and have
 DH0942.an estimated accuracy of +/- 6 seconds.
 DH0942
 DH0942.The orthometric height was determined by differential leveling
 DH0942.and adjusted by the National Geodetic Survey in June 1991..
 DH0942
 DH0942.The geoid height was determined by GEOID03.
 DH0942
 DH0942.The dynamic height is computed by dividing the NAVD 88
 DH0942.geopotential number by the normal gravity value computed on the
 DH0942.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0942.degrees latitude (g = 980.6199 gals.).
 DH0942
 DH0942.The modeled gravity was interpolated from observed gravity values.
 DH0942
 DH0942;                    North         East    Units  Estimated Accuracy
 DH0942;SPC AL W     -   374,990.      653,140.      MT  (+/- 180 meters Scaled)
 DH0942
 DH0942                          SUPERSEDED SURVEY CONTROL
 DH0942
 DH0942  NGVD 29 (??/??/92)  161.69   (m)          530.5    (f) COMPUTED    2 0
 DH0942
 DH0942.Superseded values are not recommended for survey control.
 DH0942.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0942.See file dsdata.txt to determine how the superseded data were derived.
 DH0942
 DH0942_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB066935(NAD 83)
 DH0942_MARKER: DB = BENCH MARK DISK
 DH0942_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0942_SP_SET: BRIDGE
 DH0942_STAMPING: D 219 1947
 DH0942_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0942
 DH0942  HISTORY     - Date     Condition        Report By
 DH0942  HISTORY     - 1947     MONUMENTED       CGS
 DH0942
 DH0942                          STATION DESCRIPTION
 DH0942
 DH0942'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0942'2.3 MI SE FROM BESSEMER.
 DH0942'ABOUT 1.95 MILES SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 DH0942'RAILROAD FROM THE STATION AT BESSEMER, THENCE ABOUT 0.35 MILE EAST
 DH0942'ALONG A PAVED ROAD, SET IN THE TOP OF THE EAST END OF THE NORTH
 DH0942'CONCRETE RAIL FOOTING OF A 57-FOOT CONCRETE BRIDGE OVER A CREEK, 14
 DH0942'FEET NORTH OF THE CENTER LINE OF THE PAVED ROAD, 0.3 FOOT SOUTH OF THE
 DH0942'EAST END POST OF THE CONCRETE BANISTER, AND ABOUT 0.5 FOOT ABOVE THE
 DH0942'BRIDGE FLOOR.  NOTE-- MARK MAY BE REACHED FROM THE HIGH SCHOOL IN THE
 DH0942'SOUTHEAST PART OF BESSEMER BY GOING ABOUT 2.2 MILES EAST ALONG A PAVED
 DH0942'ROAD (BESSEMER CUT-OFF ROAD FROM U.S. HIGHWAY 31).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0609 ***********************************************************************
 DH0609  DESIGNATION -  D 22
 DH0609  PID         -  DH0609
 DH0609  STATE/COUNTY-  AL/TALLADEGA
 DH0609  USGS QUAD   -  TALLADEGA (1987)
 DH0609
 DH0609                         *CURRENT SURVEY CONTROL
 DH0609  ___________________________________________________________________
 DH0609* NAD 83(1986)-  33 26 34.     (N)    086 03 49.     (W)     SCALED    
 DH0609* NAVD 88     -       188.072  (meters)     617.03   (feet)  ADJUSTED  
 DH0609  ___________________________________________________________________
 DH0609  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DH0609  DYNAMIC HT  -         187.868 (meters)     616.36  (feet)  COMP
 DH0609  MODELED GRAV-     979,544.9   (mgal)                       NAVD 88
 DH0609
 DH0609  VERT ORDER  -  SECOND    CLASS 0
 DH0609
 DH0609.The horizontal coordinates were scaled from a topographic map and have
 DH0609.an estimated accuracy of +/- 6 seconds.
 DH0609
 DH0609.The orthometric height was determined by differential leveling
 DH0609.and adjusted by the National Geodetic Survey in June 1991..
 DH0609
 DH0609.The geoid height was determined by GEOID03.
 DH0609
 DH0609.The dynamic height is computed by dividing the NAVD 88
 DH0609.geopotential number by the normal gravity value computed on the
 DH0609.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0609.degrees latitude (g = 980.6199 gals.).
 DH0609
 DH0609.The modeled gravity was interpolated from observed gravity values.
 DH0609
 DH0609;                    North         East    Units  Estimated Accuracy
 DH0609;SPC AL E     -   326,330.      178,590.      MT  (+/- 180 meters Scaled)
 DH0609
 DH0609                          SUPERSEDED SURVEY CONTROL
 DH0609
 DH0609  NGVD 29 (??/??/92)  187.999  (m)          616.79   (f) ADJ UNCH    2 0
 DH0609
 DH0609.Superseded values are not recommended for survey control.
 DH0609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0609.See file dsdata.txt to determine how the superseded data were derived.
 DH0609
 DH0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC870007(NAD 83)
 DH0609_MARKER: DB = BENCH MARK DISK
 DH0609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0609_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0609_STAMPING: D-22 1934
 DH0609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0609+STABILITY: SURFACE MOTION
 DH0609
 DH0609  HISTORY     - Date     Condition        Report By
 DH0609  HISTORY     - 1934     MONUMENTED       CGS
 DH0609  HISTORY     - 1941     GOOD             NGS
 DH0609  HISTORY     - 1981     MARK NOT FOUND   USGS
 DH0609
 DH0609                          STATION DESCRIPTION
 DH0609
 DH0609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DH0609'2.3 MI E FROM TALLADEGA.
 DH0609'2.3 MILES EAST ALONG ATLANTA, BIRMINGHAM AND COAST RAILROAD FROM THE
 DH0609'STATION AT TALLADEGA, AT THE CROSSING OF THE A. B. AND C. R.R. AND THE
 DH0609'L. AND N. R.R., 23 FEET NORTH-WEST OF THE CENTER-LINE OF THE CROSSING,
 DH0609'15 FEET NORTH OF THE NORTH RAIL OF THE A.B. AND C. R.R., 1 FOOT
 DH0609'SOUTH-EAST OF A WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD DISK
 DH0609'SET IN THE TOP OF A CONCRETE POST.
 DH0609
 DH0609                          STATION RECOVERY (1981)
 DH0609
 DH0609'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DH0609'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1279 ***********************************************************************
 DH1279  DESIGNATION -  D 220
 DH1279  PID         -  DH1279
 DH1279  STATE/COUNTY-  AL/BLOUNT
 DH1279  USGS QUAD   -  CLEVELAND (1978)
 DH1279
 DH1279                         *CURRENT SURVEY CONTROL
 DH1279  ___________________________________________________________________
 DH1279* NAD 83(1986)-  33 59 30.     (N)    086 32 56.     (W)     SCALED    
 DH1279* NAVD 88     -       160.327  (meters)     526.01   (feet)  ADJUSTED  
 DH1279  ___________________________________________________________________
 DH1279  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH1279  DYNAMIC HT  -         160.155 (meters)     525.44  (feet)  COMP
 DH1279  MODELED GRAV-     979,558.0   (mgal)                       NAVD 88
 DH1279
 DH1279  VERT ORDER  -  SECOND    CLASS 0
 DH1279
 DH1279.The horizontal coordinates were scaled from a topographic map and have
 DH1279.an estimated accuracy of +/- 6 seconds.
 DH1279
 DH1279.The orthometric height was determined by differential leveling
 DH1279.and adjusted by the National Geodetic Survey in June 1991..
 DH1279
 DH1279.The geoid height was determined by GEOID03.
 DH1279
 DH1279.The dynamic height is computed by dividing the NAVD 88
 DH1279.geopotential number by the normal gravity value computed on the
 DH1279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1279.degrees latitude (g = 980.6199 gals.).
 DH1279
 DH1279.The modeled gravity was interpolated from observed gravity values.
 DH1279
 DH1279;                    North         East    Units  Estimated Accuracy
 DH1279;SPC AL W     -   443,000.      687,870.      MT  (+/- 180 meters Scaled)
 DH1279
 DH1279                          SUPERSEDED SURVEY CONTROL
 DH1279
 DH1279  NGVD 29 (??/??/92)  160.287  (m)          525.87   (f) ADJ UNCH    2 0
 DH1279
 DH1279.Superseded values are not recommended for survey control.
 DH1279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1279.See file dsdata.txt to determine how the superseded data were derived.
 DH1279
 DH1279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC416613(NAD 83)
 DH1279_MARKER: DB = BENCH MARK DISK
 DH1279_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1279_SP_SET: CULVERT
 DH1279_STAMPING: D 220 1947
 DH1279_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1279
 DH1279  HISTORY     - Date     Condition        Report By
 DH1279  HISTORY     - 1947     MONUMENTED       CGS
 DH1279
 DH1279                          STATION DESCRIPTION
 DH1279
 DH1279'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1279'1.7 MI E FROM CLEVELAND.
 DH1279'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 DH1279'CLEVELAND, ABOUT 2.0 MILES NORTHWEST OF THE ROSA METHODIST CHURCH, 0.1
 DH1279'MILE EAST OF A 30-FOOT TRIPLE CONCRETE CULVERT, IN THE TOP OF THE WEST
 DH1279'END OF THE NORTH HEAD WALL OF A 21 FOOT CONCRETE CULVERT WITH
 DH1279'PARTITIONS, 23 FEET NORTH AND ABOUT 1 FOOT BELOW THE CENTER LINE OF
 DH1279'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0275 ***********************************************************************
 EF0275  DESIGNATION -  D 224
 EF0275  PID         -  EF0275
 EF0275  STATE/COUNTY-  AL/MARSHALL
 EF0275  USGS QUAD   -  DOUGLAS (1984)
 EF0275
 EF0275                         *CURRENT SURVEY CONTROL
 EF0275  ___________________________________________________________________
 EF0275* NAD 83(1986)-  34 12 46.     (N)    086 16 46.     (W)     SCALED    
 EF0275* NAVD 88     -       266.839  (meters)     875.45   (feet)  ADJUSTED  
 EF0275  ___________________________________________________________________
 EF0275  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 EF0275  DYNAMIC HT  -         266.552 (meters)     874.51  (feet)  COMP
 EF0275  MODELED GRAV-     979,552.3   (mgal)                       NAVD 88
 EF0275
 EF0275  VERT ORDER  -  SECOND    CLASS 0
 EF0275
 EF0275.The horizontal coordinates were scaled from a topographic map and have
 EF0275.an estimated accuracy of +/- 6 seconds.
 EF0275
 EF0275.The orthometric height was determined by differential leveling
 EF0275.and adjusted by the National Geodetic Survey in June 1991..
 EF0275
 EF0275.The geoid height was determined by GEOID03.
 EF0275
 EF0275.The dynamic height is computed by dividing the NAVD 88
 EF0275.geopotential number by the normal gravity value computed on the
 EF0275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0275.degrees latitude (g = 980.6199 gals.).
 EF0275
 EF0275.The modeled gravity was interpolated from observed gravity values.
 EF0275
 EF0275;                    North         East    Units  Estimated Accuracy
 EF0275;SPC AL E     -   411,800.      158,890.      MT  (+/- 180 meters Scaled)
 EF0275
 EF0275                          SUPERSEDED SURVEY CONTROL
 EF0275
 EF0275  NGVD 29 (??/??/92)  266.795  (m)          875.31   (f) ADJ UNCH    2 0
 EF0275
 EF0275.Superseded values are not recommended for survey control.
 EF0275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0275.See file dsdata.txt to determine how the superseded data were derived.
 EF0275
 EF0275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC663859(NAD 83)
 EF0275_MARKER: DB = BENCH MARK DISK
 EF0275_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0275_SP_SET: BRIDGE ABUTMENT
 EF0275_STAMPING: D 224 1947
 EF0275_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0275
 EF0275  HISTORY     - Date     Condition        Report By
 EF0275  HISTORY     - 1947     MONUMENTED       CGS
 EF0275
 EF0275                          STATION DESCRIPTION
 EF0275
 EF0275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0275'1.25 MI NE FROM HORTON.
 EF0275'ABOUT 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 EF0275'AT HORTON, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 EF0275'ABUTMENT OF A 160-FOOT CONCRETE BRIDGE OVER SLAB CREEK, 17 FEET
 EF0275'SOUTHEAST OF AND ABOUT 1 FOOT ABOVE THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0268 ***********************************************************************
 EF0268  DESIGNATION -  D 225
 EF0268  PID         -  EF0268
 EF0268  STATE/COUNTY-  AL/MARSHALL
 EF0268  USGS QUAD   -  ALBERTVILLE (1983)
 EF0268
 EF0268                         *CURRENT SURVEY CONTROL
 EF0268  ___________________________________________________________________
 EF0268* NAD 83(1986)-  34 16 41.     (N)    086 13 09.     (W)     SCALED    
 EF0268* NAVD 88     -       320.656  (meters)    1052.02   (feet)  ADJUSTED  
 EF0268  ___________________________________________________________________
 EF0268  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EF0268  DYNAMIC HT  -         320.312 (meters)    1050.89  (feet)  COMP
 EF0268  MODELED GRAV-     979,555.9   (mgal)                       NAVD 88
 EF0268
 EF0268  VERT ORDER  -  SECOND    CLASS 0
 EF0268
 EF0268.The horizontal coordinates were scaled from a topographic map and have
 EF0268.an estimated accuracy of +/- 6 seconds.
 EF0268
 EF0268.The orthometric height was determined by differential leveling
 EF0268.and adjusted by the National Geodetic Survey in June 1991..
 EF0268
 EF0268.The geoid height was determined by GEOID03.
 EF0268
 EF0268.The dynamic height is computed by dividing the NAVD 88
 EF0268.geopotential number by the normal gravity value computed on the
 EF0268.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0268.degrees latitude (g = 980.6199 gals.).
 EF0268
 EF0268.The modeled gravity was interpolated from observed gravity values.
 EF0268
 EF0268;                    North         East    Units  Estimated Accuracy
 EF0268;SPC AL E     -   419,010.      164,470.      MT  (+/- 180 meters Scaled)
 EF0268
 EF0268                          SUPERSEDED SURVEY CONTROL
 EF0268
 EF0268  NGVD 29 (??/??/92)  320.610  (m)         1051.87   (f) ADJ UNCH    2 0
 EF0268
 EF0268.Superseded values are not recommended for survey control.
 EF0268.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0268.See file dsdata.txt to determine how the superseded data were derived.
 EF0268
 EF0268_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC718932(NAD 83)
 EF0268_MARKER: DB = BENCH MARK DISK
 EF0268_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0268_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0268_STAMPING: D 225 1947
 EF0268_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0268+STABILITY: SURFACE MOTION
 EF0268_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0268+SATELLITE: SATELLITE OBSERVATIONS - June 25, 2001
 EF0268
 EF0268  HISTORY     - Date     Condition        Report By
 EF0268  HISTORY     - 1947     MONUMENTED       CGS
 EF0268  HISTORY     - 1949     GOOD             TVA
 EF0268  HISTORY     - 20010625 GOOD             ALHD
 EF0268
 EF0268                          STATION DESCRIPTION
 EF0268
 EF0268'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0268'1.0 MI NW FROM ALBERTVILLE.
 EF0268'ABOUT 1.0 MILE NORTHWEST ALONG THE AIRPORT ROAD FROM THE POST OFFICE
 EF0268'AT ALBERTVILLE, AT THE ENTRANCE TO THE AIRPORT, 30 FEET SOUTHWEST OF
 EF0268'THE CENTER LINE OF THE MAIN ROAD, 15 FEET NORTHWEST OF THE CENTER LINE
 EF0268'OF THE ENTRANCE ROAD, 245 FEET NORTH OF THE NORTHWEST CORNER OF THE
 EF0268'HANGER, 28 FEET NORTHWEST OF AN 18-INCH FORKED GUM TREE, 54 FEET WEST
 EF0268'AND ACROSS THE ENTRANCE ROAD FROM A 40-INCH GUM TREE, 2 FEET SOUTHEAST
 EF0268'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN
 EF0268'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- THE MARK IS 28
 EF0268'FEET NORTHWEST OF THE ENTRANCE ROAD AND 15 FEET NORTHWEST OF A FORKED
 EF0268'GUM TREE.  A STEEL POST WITH A MARKER WAS SET 1 FOOT EAST OF THE
 EF0268'STATION.
 EF0268
 EF0268                          STATION RECOVERY (1949)
 EF0268
 EF0268'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0268'RECOVERED IN GOOD CONDITION.
 EF0268
 EF0268                          STATION RECOVERY (2001)
 EF0268
 EF0268'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EF0268'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1235 ***********************************************************************
 DH1235  DESIGNATION -  D 226
 DH1235  PID         -  DH1235
 DH1235  STATE/COUNTY-  AL/ST CLAIR
 DH1235  USGS QUAD   -  REMLAP (1986)
 DH1235
 DH1235                         *CURRENT SURVEY CONTROL
 DH1235  ___________________________________________________________________
 DH1235* NAD 83(1986)-  33 48 33.     (N)    086 30 14.     (W)     SCALED    
 DH1235* NAVD 88     -       413.510  (meters)    1356.66   (feet)  ADJUSTED  
 DH1235  ___________________________________________________________________
 DH1235  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH1235  DYNAMIC HT  -         413.047 (meters)    1355.14  (feet)  COMP
 DH1235  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 DH1235
 DH1235  VERT ORDER  -  SECOND    CLASS 0
 DH1235
 DH1235.The horizontal coordinates were scaled from a topographic map and have
 DH1235.an estimated accuracy of +/- 6 seconds.
 DH1235
 DH1235.The orthometric height was determined by differential leveling
 DH1235.and adjusted by the National Geodetic Survey in June 1991..
 DH1235
 DH1235.The geoid height was determined by GEOID03.
 DH1235
 DH1235.The dynamic height is computed by dividing the NAVD 88
 DH1235.geopotential number by the normal gravity value computed on the
 DH1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1235.degrees latitude (g = 980.6199 gals.).
 DH1235
 DH1235.The modeled gravity was interpolated from observed gravity values.
 DH1235
 DH1235;                    North         East    Units  Estimated Accuracy
 DH1235;SPC AL E     -   367,140.      137,920.      MT  (+/- 180 meters Scaled)
 DH1235
 DH1235                          SUPERSEDED SURVEY CONTROL
 DH1235
 DH1235  NGVD 29 (??/??/92)  413.46   (m)         1356.5    (f) COMPUTED    2 0
 DH1235
 DH1235.Superseded values are not recommended for survey control.
 DH1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1235.See file dsdata.txt to determine how the superseded data were derived.
 DH1235
 DH1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC459411(NAD 83)
 DH1235_MARKER: DB = BENCH MARK DISK
 DH1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1235_STAMPING: D 226 1947
 DH1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1235+STABILITY: SURFACE MOTION
 DH1235
 DH1235  HISTORY     - Date     Condition        Report By
 DH1235  HISTORY     - 1947     MONUMENTED       CGS
 DH1235
 DH1235                          STATION DESCRIPTION
 DH1235
 DH1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1235'4.2 MI E FROM BLOUNT HIGHLANDS.
 DH1235'ABOUT 4.2 MILES EAST ALONG A ROAD TO HOLLY SPRINGS FROM THE SCHOOL AT
 DH1235'BLOUNT HIGHLANDS, ABOUT 0.6 MILE WEST OF THE JUNCTION OF A ROAD
 DH1235'LEADING SOUTH TO SPRINGVILLE, ABOUT 0.25 MILE WEST OF THE TOP OF A
 DH1235'GRADE, 42 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTHEAST
 DH1235'OF A POWER POLE, 25 FEET WEST OF AN 18-INCH TRIANGULAR BLAZED HICKORY
 DH1235'TREE, 12 FEET SOUTHEAST OF THE CENTER OF A TRAIL, 2 FEET WEST OF A
 DH1235'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE
 DH1235'TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK MAY BE
 DH1235'REACHED FROM THE CROSSROADS AT HOLLY SPRING BY GOING ABOUT 2.05 MILES
 DH1235'SOUTHWEST ALONG A ROAD TO BLOUNT HIGHLANDS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0366 ***********************************************************************
 EF0366  DESIGNATION -  D 227
 EF0366  PID         -  EF0366
 EF0366  STATE/COUNTY-  AL/BLOUNT
 EF0366  USGS QUAD   -  CLARENCE (1982)
 EF0366
 EF0366                         *CURRENT SURVEY CONTROL
 EF0366  ___________________________________________________________________
 EF0366* NAD 83(1986)-  34 03 26.     (N)    086 26 58.     (W)     SCALED    
 EF0366* NAVD 88     -       250.540  (meters)     821.98   (feet)  ADJUSTED  
 EF0366  ___________________________________________________________________
 EF0366  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EF0366  DYNAMIC HT  -         250.269 (meters)     821.09  (feet)  COMP
 EF0366  MODELED GRAV-     979,549.9   (mgal)                       NAVD 88
 EF0366
 EF0366  VERT ORDER  -  SECOND    CLASS 0
 EF0366
 EF0366.The horizontal coordinates were scaled from a topographic map and have
 EF0366.an estimated accuracy of +/- 6 seconds.
 EF0366
 EF0366.The orthometric height was determined by differential leveling
 EF0366.and adjusted by the National Geodetic Survey in June 1991..
 EF0366
 EF0366.The geoid height was determined by GEOID03.
 EF0366
 EF0366.The dynamic height is computed by dividing the NAVD 88
 EF0366.geopotential number by the normal gravity value computed on the
 EF0366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0366.degrees latitude (g = 980.6199 gals.).
 EF0366
 EF0366.The modeled gravity was interpolated from observed gravity values.
 EF0366
 EF0366;                    North         East    Units  Estimated Accuracy
 EF0366;SPC AL W     -   450,360.      696,990.      MT  (+/- 180 meters Scaled)
 EF0366
 EF0366                          SUPERSEDED SURVEY CONTROL
 EF0366
 EF0366  NGVD 29 (??/??/92)  250.501  (m)          821.85   (f) ADJ UNCH    2 0
 EF0366
 EF0366.Superseded values are not recommended for survey control.
 EF0366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0366.See file dsdata.txt to determine how the superseded data were derived.
 EF0366
 EF0366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC508686(NAD 83)
 EF0366_MARKER: DB = BENCH MARK DISK
 EF0366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0366_STAMPING: D 227 1947
 EF0366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0366+STABILITY: SURFACE MOTION
 EF0366
 EF0366  HISTORY     - Date     Condition        Report By
 EF0366  HISTORY     - 1947     MONUMENTED       CGS
 EF0366
 EF0366                          STATION DESCRIPTION
 EF0366
 EF0366'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0366'3.5 MI E FROM ROYAL.
 EF0366'ABOUT 3.5 MILES EAST ALONG A GRAVEL ROAD LEADING TO STATE HIGHWAY 32
 EF0366'FROM THE CROSSROADS AT ROYAL, ABOUT 1.1 MILE EAST OF THE Y JUNCTION OF
 EF0366'A ROAD LEADING SOUTHEAST TO HENDRICKS, ABOUT 0.95 MILE WEST OF THE
 EF0366'JUNCTION OF HIGHWAY 32, AT THE EAST EDGE OF A WOODED AREA, 37 FEET
 EF0366'NORTH OF THE CENTER LINE OF THE ROAD, 44 FEET NORTHWEST OF THE
 EF0366'NORTHEAST END OF A WOODEN CULVERT, 20 FEET NORTH OF A 10-INCH ELM
 EF0366'TREE, 89 FEET EAST OF A POWER POLE, 5.5 FEET SOUTH OF THE POWER LINE,
 EF0366'2 FEET NORTHWEST OF A FENCE POST AT THE NORTH END OF A WIRE GAP, 2
 EF0366'FEET WEST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND
 EF0366'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK
 EF0366'MAY BE REACHED FROM THE COURT HOUSE AT ONEONTA BY GOING ABOUT 9.2
 EF0366'MILES NORTHEAST ALONG STATE HIGHWAY 32 THENCE ABOUT 0.95 MILE WEST
 EF0366'ALONG A GRAVEL ROAD LEADING TO ROYAL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0082 ***********************************************************************
 DH0082  DESIGNATION -  D 229
 DH0082  PID         -  DH0082
 DH0082  STATE/COUNTY-  AL/ETOWAH
 DH0082  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 DH0082
 DH0082                         *CURRENT SURVEY CONTROL
 DH0082  ___________________________________________________________________
 DH0082* NAD 83(1986)-  33 58 26.     (N)    086 03 24.     (W)     SCALED    
 DH0082* NAVD 88     -       169.918  (meters)     557.47   (feet)  ADJUSTED  
 DH0082  ___________________________________________________________________
 DH0082  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0082  DYNAMIC HT  -         169.740 (meters)     556.89  (feet)  COMP
 DH0082  MODELED GRAV-     979,585.0   (mgal)                       NAVD 88
 DH0082
 DH0082  VERT ORDER  -  SECOND    CLASS 0
 DH0082
 DH0082.The horizontal coordinates were scaled from a topographic map and have
 DH0082.an estimated accuracy of +/- 6 seconds.
 DH0082
 DH0082.The orthometric height was determined by differential leveling
 DH0082.and adjusted by the National Geodetic Survey in June 1991..
 DH0082
 DH0082.The geoid height was determined by GEOID03.
 DH0082
 DH0082.The dynamic height is computed by dividing the NAVD 88
 DH0082.geopotential number by the normal gravity value computed on the
 DH0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0082.degrees latitude (g = 980.6199 gals.).
 DH0082
 DH0082.The modeled gravity was interpolated from observed gravity values.
 DH0082
 DH0082;                    North         East    Units  Estimated Accuracy
 DH0082;SPC AL E     -   385,230.      179,360.      MT  (+/- 180 meters Scaled)
 DH0082
 DH0082                          SUPERSEDED SURVEY CONTROL
 DH0082
 DH0082  NGVD 29 (??/??/92)  169.890  (m)          557.38   (f) ADJ UNCH    2 0
 DH0082
 DH0082.Superseded values are not recommended for survey control.
 DH0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0082.See file dsdata.txt to determine how the superseded data were derived.
 DH0082
 DH0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC871596(NAD 83)
 DH0082_MARKER: DB = BENCH MARK DISK
 DH0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0082_STAMPING: D 229 1947
 DH0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0082+STABILITY: SURFACE MOTION
 DH0082
 DH0082  HISTORY     - Date     Condition        Report By
 DH0082  HISTORY     - 1947     MONUMENTED       CGS
 DH0082  HISTORY     - 1955     GOOD             NGS
 DH0082
 DH0082                          STATION DESCRIPTION
 DH0082
 DH0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0082'6.15 MI SW FROM ATTALLA.
 DH0082'ABOUT 1.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 ALTERNATE FROM THE
 DH0082'POST OFFICE AT ATTALLA, THENCE 4.2 MILES SOUTHEAST ALONG AN ASPHALT
 DH0082'ROAD, AT THE TOP OF A LOW GRADE AND THE INTERSECTION OF A DIM CROSS
 DH0082'ROAD, IN NORTH ANGLE OF THE INTERSECTION, 34 FEET NORTHEAST OF THE
 DH0082'CENTER LINE OF THE MAIN ROAD, 40 FEET NORTHWEST OF THE CENTER LINE OF
 DH0082'THE CROSS ROAD, 8 FEET SOUTHEAST OF A POWER POLE THAT IS AT A JOGG IN
 DH0082'THE POWER LINE, ABOUT 1 FOOT BELOW THE LEVEL OF THE MAIN ROAD, 1 FOOT
 DH0082'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE
 DH0082'POST PROJECTING 6 INCHES.
 DH0082
 DH0082                          STATION RECOVERY (1955)
 DH0082
 DH0082'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DH0082'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2413 ***********************************************************************
 DG2413  DESIGNATION -  D 23 RESET
 DG2413  PID         -  DG2413
 DG2413  STATE/COUNTY-  AL/CHAMBERS
 DG2413  USGS QUAD   -  WADLEY SOUTH (1969)
 DG2413
 DG2413                         *CURRENT SURVEY CONTROL
 DG2413  ___________________________________________________________________
 DG2413* NAD 83(1986)-  33 05 34.     (N)    085 33 00.     (W)     SCALED    
 DG2413* NAVD 88     -       195.83   (meters)     642.5    (feet)  RESET     
 DG2413  ___________________________________________________________________
 DG2413  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 DG2413
 DG2413  VERT ORDER  -  THIRD
 DG2413
 DG2413.The horizontal coordinates were scaled from a topographic map and have
 DG2413.an estimated accuracy of +/- 6 seconds.
 DG2413
 DG2413.The orthometric height was computed from unverified reset data.
 DG2413.No vertical observational check was made to the station.
 DG2413
 DG2413.The geoid height was determined by GEOID03.
 DG2413
 DG2413;                    North         East    Units  Estimated Accuracy
 DG2413;SPC AL E     -   287,520.      226,450.      MT  (+/- 180 meters Scaled)
 DG2413
 DG2413                          SUPERSEDED SURVEY CONTROL
 DG2413
 DG2413  NGVD 29 (11/20/03)  195.78   (m)          642.3    (f) RESET       3  
 DG2413
 DG2413.Superseded values are not recommended for survey control.
 DG2413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2413.See file dsdata.txt to determine how the superseded data were derived.
 DG2413
 DG2413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB353625(NAD 83)
 DG2413_MARKER: DB = BENCH MARK DISK
 DG2413_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG2413_SP_SET: ABUTMENT
 DG2413_STAMPING: D 23 RESET 1981
 DG2413_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2413
 DG2413  HISTORY     - Date     Condition        Report By
 DG2413  HISTORY     - 1981     MONUMENTED       NGS
 DG2413
 DG2413                          STATION DESCRIPTION
 DG2413
 DG2413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DG2413'2.1 KM (1.3 MI) SW FROM ABANDA.
 DG2413'4.0 KM (2.5 MI) SOUTHEAST ALONG THE SEABOARD COASTLINE RAILROAD FROM
 DG2413'THE STATION IN WADLEY, RANDOLPH COUNTY, IN THE NORTH CORNER OF THE
 DG2413'EAST CONCRETE ABUTMENT OF THE NEW RAILROAD BRIDGE OVER THE
 DG2413'TALLAPOOSA RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0625 ***********************************************************************
 DH0625  DESIGNATION -  D 230
 DH0625  PID         -  DH0625
 DH0625  STATE/COUNTY-  AL/SHELBY
 DH0625  USGS QUAD   -  VINCENT (1972)
 DH0625
 DH0625                         *CURRENT SURVEY CONTROL
 DH0625  ___________________________________________________________________
 DH0625* NAD 83(1986)-  33 25 10.     (N)    086 23 55.     (W)     SCALED    
 DH0625* NAVD 88     -       166.506  (meters)     546.28   (feet)  ADJUSTED  
 DH0625  ___________________________________________________________________
 DH0625  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0625  DYNAMIC HT  -         166.324 (meters)     545.68  (feet)  COMP
 DH0625  MODELED GRAV-     979,542.3   (mgal)                       NAVD 88
 DH0625
 DH0625  VERT ORDER  -  SECOND    CLASS 0
 DH0625
 DH0625.The horizontal coordinates were scaled from a topographic map and have
 DH0625.an estimated accuracy of +/- 6 seconds.
 DH0625
 DH0625.The orthometric height was determined by differential leveling
 DH0625.and adjusted by the National Geodetic Survey in June 1991..
 DH0625
 DH0625.The geoid height was determined by GEOID03.
 DH0625
 DH0625.The dynamic height is computed by dividing the NAVD 88
 DH0625.geopotential number by the normal gravity value computed on the
 DH0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0625.degrees latitude (g = 980.6199 gals.).
 DH0625
 DH0625.The modeled gravity was interpolated from observed gravity values.
 DH0625
 DH0625;                    North         East    Units  Estimated Accuracy
 DH0625;SPC AL W     -   379,670.      702,430.      MT  (+/- 180 meters Scaled)
 DH0625
 DH0625                          SUPERSEDED SURVEY CONTROL
 DH0625
 DH0625  NGVD 29 (??/??/92)  166.48   (m)          546.2    (f) COMPUTED    2 0
 DH0625
 DH0625.Superseded values are not recommended for survey control.
 DH0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0625.See file dsdata.txt to determine how the superseded data were derived.
 DH0625
 DH0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB559979(NAD 83)
 DH0625_MARKER: DB = BENCH MARK DISK
 DH0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0625_STAMPING: D 230 1947
 DH0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0625+STABILITY: SURFACE MOTION
 DH0625
 DH0625  HISTORY     - Date     Condition        Report By
 DH0625  HISTORY     - 1947     MONUMENTED       CGS
 DH0625
 DH0625                          STATION DESCRIPTION
 DH0625
 DH0625'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0625'2.5 MI NE FROM VINCENT.
 DH0625'ABOUT 2.5 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 DH0625'AT VINCENT, 0.2 MILE NORTH OF A PUMPING PLANT ON A GAS LINE, AT THE
 DH0625'TOP OF A HILL AND THE JUNCTION WITH A SIDE ROAD LEADING NORTHEAST, 49
 DH0625'FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 31 FEET NORTHWEST OF THE
 DH0625'CENTER OF THE SIDE ROAD, 4 FEET NORTHWEST OF A FENCE CORNER, 1 FOOT
 DH0625'SOUTHWEST OF A FENCE LINE, AND ABOUT 4 FEET ABOVE THE LEVEL OF THE
 DH0625'HIGHWAY.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST PROJECTING
 DH0625'5-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0241 ***********************************************************************
 DH0241  DESIGNATION -  D 232
 DH0241  PID         -  DH0241
 DH0241  STATE/COUNTY-  AL/ST CLAIR
 DH0241  USGS QUAD   -  PELL CITY (1972)
 DH0241
 DH0241                         *CURRENT SURVEY CONTROL
 DH0241  ___________________________________________________________________
 DH0241* NAD 83(1986)-  33 30 34.     (N)    086 22 12.     (W)     SCALED    
 DH0241* NAVD 88     -       149.037  (meters)     488.97   (feet)  ADJUSTED  
 DH0241  ___________________________________________________________________
 DH0241  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0241  DYNAMIC HT  -         148.874 (meters)     488.43  (feet)  COMP
 DH0241  MODELED GRAV-     979,543.1   (mgal)                       NAVD 88
 DH0241
 DH0241  VERT ORDER  -  SECOND    CLASS 0
 DH0241
 DH0241.The horizontal coordinates were scaled from a topographic map and have
 DH0241.an estimated accuracy of +/- 6 seconds.
 DH0241
 DH0241.The orthometric height was determined by differential leveling
 DH0241.and adjusted by the National Geodetic Survey in June 1991..
 DH0241
 DH0241.The geoid height was determined by GEOID03.
 DH0241
 DH0241.The dynamic height is computed by dividing the NAVD 88
 DH0241.geopotential number by the normal gravity value computed on the
 DH0241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0241.degrees latitude (g = 980.6199 gals.).
 DH0241
 DH0241.The modeled gravity was interpolated from observed gravity values.
 DH0241
 DH0241;                    North         East    Units  Estimated Accuracy
 DH0241;SPC AL E     -   333,820.      150,140.      MT  (+/- 180 meters Scaled)
 DH0241
 DH0241                          SUPERSEDED SURVEY CONTROL
 DH0241
 DH0241  NGVD 29 (??/??/92)  148.987  (m)          488.80   (f) ADJ UNCH    2 0
 DH0241
 DH0241.Superseded values are not recommended for survey control.
 DH0241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0241.See file dsdata.txt to determine how the superseded data were derived.
 DH0241
 DH0241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC585079(NAD 83)
 DH0241_MARKER: DB = BENCH MARK DISK
 DH0241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0241_STAMPING: D 232 1947
 DH0241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0241+STABILITY: SURFACE MOTION
 DH0241
 DH0241  HISTORY     - Date     Condition        Report By
 DH0241  HISTORY     - 1947     MONUMENTED       CGS
 DH0241  HISTORY     - 1968     GOOD             NGS
 DH0241
 DH0241                          STATION DESCRIPTION
 DH0241
 DH0241'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DH0241'2.45 MI N FROM LONDON.
 DH0241'LOCATED 2.45 MILE NORTH ALONG THE PRESCOTT ROAD FROM ITS INTERSECTION
 DH0241'WITH U.S. HIGHWAY 231 AT LONDON, AT THE WEST END OF A LONG CURVE 284
 DH0241'FEET WEST OF THE CENTER OF A ROAD LEADING NORTH, 113 FEET EAST-NORTH
 DH0241'EAST OF REA POLE 114-40, 261 FEET WNW OF REA POLE 114-39, 37 FEET
 DH0241'NORTH OF THE CENTER OF THE ROAD, 25 FEET ESE OF A 2-FOOT SWEET GUM
 DH0241'TREE, 8 FEET WSW OF A 12-INCH PINE TREE AND 5 FEET NORTH OF A DITCH
 DH0241'LINE.  IT IT 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A BENCH MARK
 DH0241'DISK, STAMPED D 232 1947 SET IN THE TOP OF A CONCRETE POST PROJECTING
 DH0241'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0292 ***********************************************************************
 DH0292  DESIGNATION -  D 233
 DH0292  PID         -  DH0292
 DH0292  STATE/COUNTY-  AL/TALLADEGA
 DH0292  USGS QUAD   -  RIVERSIDE (1972)
 DH0292
 DH0292                         *CURRENT SURVEY CONTROL
 DH0292  ___________________________________________________________________
 DH0292* NAD 83(1986)-  33 30 09.     (N)    086 07 42.     (W)     SCALED    
 DH0292* NAVD 88     -       174.507  (meters)     572.53   (feet)  ADJUSTED  
 DH0292  ___________________________________________________________________
 DH0292  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DH0292  DYNAMIC HT  -         174.319 (meters)     571.91  (feet)  COMP
 DH0292  MODELED GRAV-     979,553.7   (mgal)                       NAVD 88
 DH0292
 DH0292  VERT ORDER  -  SECOND    CLASS 0
 DH0292
 DH0292.The horizontal coordinates were scaled from a topographic map and have
 DH0292.an estimated accuracy of +/- 6 seconds.
 DH0292
 DH0292.The orthometric height was determined by differential leveling
 DH0292.and adjusted by the National Geodetic Survey in June 1991..
 DH0292
 DH0292.The geoid height was determined by GEOID03.
 DH0292
 DH0292.The dynamic height is computed by dividing the NAVD 88
 DH0292.geopotential number by the normal gravity value computed on the
 DH0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0292.degrees latitude (g = 980.6199 gals.).
 DH0292
 DH0292.The modeled gravity was interpolated from observed gravity values.
 DH0292
 DH0292;                    North         East    Units  Estimated Accuracy
 DH0292;SPC AL E     -   332,960.      172,590.      MT  (+/- 180 meters Scaled)
 DH0292
 DH0292                          SUPERSEDED SURVEY CONTROL
 DH0292
 DH0292  NGVD 29 (??/??/92)  174.445  (m)          572.33   (f) ADJ UNCH    2 0
 DH0292
 DH0292.Superseded values are not recommended for survey control.
 DH0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0292.See file dsdata.txt to determine how the superseded data were derived.
 DH0292
 DH0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC809073(NAD 83)
 DH0292_MARKER: DB = BENCH MARK DISK
 DH0292_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH0292_SP_SET: CULVERT HEADWALL
 DH0292_STAMPING: D 233 1947
 DH0292_MARK LOGO: CGS   
 DH0292_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0292+STABILITY: SURFACE MOTION
 DH0292
 DH0292  HISTORY     - Date     Condition        Report By
 DH0292  HISTORY     - 1947     MONUMENTED       CGS
 DH0292  HISTORY     - 19950512 GOOD             NGS
 DH0292
 DH0292                          STATION DESCRIPTION
 DH0292
 DH0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0292'5.3 MI N FROM TALLADEGA.
 DH0292'ABOUT 5.3 MILES NORTH ALONG STATE HIGHWAY 102 FROM THE COURT HOUSE AT
 DH0292'TALLADEGA, ABOUT 0.1 MILE NORTH OF A GRAVEL CROSS ROAD AND NEWSOMES
 DH0292'GROCERY STORE, SET IN THE TOP OF THE CENTER OF THE WEST HEAD WALL OF A
 DH0292'3 BY 3 FOOT CONCRETE BOX CULVERT, 92 FEET NORTH OF TELEPHONE POLE NO.
 DH0292'74, 25 FEET WEST OF AND ABOUT 2 FEET BELOW THE CENTER LINE OF THE
 DH0292'HIGHWAY.
 DH0292
 DH0292                          STATION RECOVERY (1995)
 DH0292
 DH0292'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1995 (WJR)
 DH0292'STATION RECOVERED AS DESCRIBED.  TO BE DESTROYED SOON BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9989 ***********************************************************************
 AA9989  DESIGNATION -  D 233 RESET
 AA9989  PID         -  AA9989
 AA9989  STATE/COUNTY-  AL/TALLADEGA
 AA9989  USGS QUAD   -  RIVERSIDE (1972)
 AA9989
 AA9989                         *CURRENT SURVEY CONTROL
 AA9989  ___________________________________________________________________
 AA9989* NAD 83(1986)-  33 30 09.     (N)    086 07 42.     (W)     SCALED    
 AA9989* NAVD 88     -       174.31   (meters)     571.9    (feet)  RESET     
 AA9989  ___________________________________________________________________
 AA9989  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 AA9989
 AA9989  VERT ORDER  -  THIRD
 AA9989
 AA9989.The horizontal coordinates were scaled from a topographic map and have
 AA9989.an estimated accuracy of +/- 6 seconds.
 AA9989
 AA9989.The orthometric height was computed from unverified reset data.
 AA9989
 AA9989.The geoid height was determined by GEOID03.
 AA9989
 AA9989;                    North         East    Units  Estimated Accuracy
 AA9989;SPC AL E     -   332,960.      172,590.      MT  (+/- 180 meters Scaled)
 AA9989
 AA9989                          SUPERSEDED SURVEY CONTROL
 AA9989
 AA9989.No superseded survey control is available for this station.
 AA9989
 AA9989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC809073(NAD 83)
 AA9989_MARKER: DV = VERTICAL CONTROL DISK
 AA9989_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 AA9989_SP_SET: DROP INLET
 AA9989_STAMPING: D 233 1947 RESET 1995
 AA9989_MARK LOGO: NGS   
 AA9989_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AA9989
 AA9989  HISTORY     - Date     Condition        Report By
 AA9989  HISTORY     - 1995     MONUMENTED       NGS
 AA9989
 AA9989                          STATION DESCRIPTION
 AA9989
 AA9989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1995 (WJR)
 AA9989'TO REACH THE STATION FROM THE JUNCTION OF AL 77 AND AL 34 NORTH OF
 AA9989'TALLADEGA (MILE POST 67.5 ON AL 77) DRIVE NORTH ON AL 77 FOR 1.9 MI
 AA9989'(3.1 KM) TO THE STATION ON THE LEFT IN THE MEDIAN OF AL 77 AT MILE
 AA9989'POST 69.4. THE STATION IS SET IN THE FLOW LINE OF A DROP INLET IN THE
 AA9989'MEDIAN OF AL 77.  IT IS 0.5 FT (15.2 CM) NORTH OF THE NORTH EDGE OF A
 AA9989'3.0 FT. (0.9 M) BY 2.5 FT.  (0.8 M) DROP INLET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2111 ***********************************************************************
 DG2111  DESIGNATION -  D 234
 DG2111  PID         -  DG2111
 DG2111  STATE/COUNTY-  AL/CALHOUN
 DG2111  USGS QUAD   -  EULATON (1972)
 DG2111
 DG2111                         *CURRENT SURVEY CONTROL
 DG2111  ___________________________________________________________________
 DG2111* NAD 83(1986)-  33 38 41.     (N)    085 52 43.     (W)     SCALED    
 DG2111* NAVD 88     -       237.014  (meters)     777.60   (feet)  ADJUSTED  
 DG2111  ___________________________________________________________________
 DG2111  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG2111  DYNAMIC HT  -         236.759 (meters)     776.77  (feet)  COMP
 DG2111  MODELED GRAV-     979,554.1   (mgal)                       NAVD 88
 DG2111
 DG2111  VERT ORDER  -  SECOND    CLASS 0
 DG2111
 DG2111.The horizontal coordinates were scaled from a topographic map and have
 DG2111.an estimated accuracy of +/- 6 seconds.
 DG2111
 DG2111.The orthometric height was determined by differential leveling
 DG2111.and adjusted by the National Geodetic Survey in June 1991..
 DG2111
 DG2111.The geoid height was determined by GEOID03.
 DG2111
 DG2111.The dynamic height is computed by dividing the NAVD 88
 DG2111.geopotential number by the normal gravity value computed on the
 DG2111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2111.degrees latitude (g = 980.6199 gals.).
 DG2111
 DG2111.The modeled gravity was interpolated from observed gravity values.
 DG2111
 DG2111;                    North         East    Units  Estimated Accuracy
 DG2111;SPC AL E     -   348,700.      195,800.      MT  (+/- 180 meters Scaled)
 DG2111
 DG2111                          SUPERSEDED SURVEY CONTROL
 DG2111
 DG2111  NGVD 29 (??/??/92)  236.932  (m)          777.33   (f) ADJ UNCH    2 0
 DG2111
 DG2111.Superseded values are not recommended for survey control.
 DG2111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2111.See file dsdata.txt to determine how the superseded data were derived.
 DG2111
 DG2111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC039233(NAD 83)
 DG2111_MARKER: DB = BENCH MARK DISK
 DG2111_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG2111_SP_SET: CULVERT
 DG2111_STAMPING: D 234 1947
 DG2111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2111
 DG2111  HISTORY     - Date     Condition        Report By
 DG2111  HISTORY     - 1947     MONUMENTED       CGS
 DG2111  HISTORY     - 1965     MARK NOT FOUND   NGS
 DG2111
 DG2111                          STATION DESCRIPTION
 DG2111
 DG2111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2111'3.7 MI FROM ANNISTON.
 DG2111'ABOUT 3.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 78 FROM THE WILSON
 DG2111'BUILDING AT ANNISTON, ABOUT 0.75 MILE SOUTHWEST OF THE WEST END
 DG2111'BAPTIST CHURCH, 94 FEET WEST OF THE CENTER LINE OF THE DRIVE
 DG2111'WAY LEADING TO R.J. WARDS HOUSE ON THE SOUTH SIDE OF THE HIGHWAY,
 DG2111'18 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP
 DG2111'OF THE EAST END OF THE NORTH CONCRETE HEAD WALL OF A 30 INCH
 DG2111'PIPE CULVERT, AND ABOUT 2 FEET BELOW THE HIGHWAY.
 DG2111
 DG2111                          STATION RECOVERY (1965)
 DG2111
 DG2111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DG2111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2101 ***********************************************************************
 DG2101  DESIGNATION -  D 235
 DG2101  PID         -  DG2101
 DG2101  STATE/COUNTY-  AL/CALHOUN
 DG2101  USGS QUAD   -  EULATON (1972)
 DG2101
 DG2101                         *CURRENT SURVEY CONTROL
 DG2101  ___________________________________________________________________
 DG2101* NAD 83(1986)-  33 44 53.     (N)    085 55 41.     (W)     SCALED    
 DG2101* NAVD 88     -       180.198  (meters)     591.20   (feet)  ADJUSTED  
 DG2101  ___________________________________________________________________
 DG2101  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG2101  DYNAMIC HT  -         180.008 (meters)     590.58  (feet)  COMP
 DG2101  MODELED GRAV-     979,573.9   (mgal)                       NAVD 88
 DG2101
 DG2101  VERT ORDER  -  SECOND    CLASS 0
 DG2101
 DG2101.The horizontal coordinates were scaled from a topographic map and have
 DG2101.an estimated accuracy of +/- 6 seconds.
 DG2101
 DG2101.The orthometric height was determined by differential leveling
 DG2101.and adjusted by the National Geodetic Survey in June 1991..
 DG2101
 DG2101.The geoid height was determined by GEOID03.
 DG2101
 DG2101.The dynamic height is computed by dividing the NAVD 88
 DG2101.geopotential number by the normal gravity value computed on the
 DG2101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2101.degrees latitude (g = 980.6199 gals.).
 DG2101
 DG2101.The modeled gravity was interpolated from observed gravity values.
 DG2101
 DG2101;                    North         East    Units  Estimated Accuracy
 DG2101;SPC AL E     -   360,160.      191,220.      MT  (+/- 180 meters Scaled)
 DG2101
 DG2101                          SUPERSEDED SURVEY CONTROL
 DG2101
 DG2101  NGVD 29 (??/??/92)  180.123  (m)          590.95   (f) ADJ UNCH    2 0
 DG2101
 DG2101.Superseded values are not recommended for survey control.
 DG2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2101.See file dsdata.txt to determine how the superseded data were derived.
 DG2101
 DG2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC992347(NAD 83)
 DG2101_MARKER: DB = BENCH MARK DISK
 DG2101_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG2101_SP_SET: CULVERT
 DG2101_STAMPING: D 235 1947
 DG2101_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2101
 DG2101  HISTORY     - Date     Condition        Report By
 DG2101  HISTORY     - 1947     MONUMENTED       CGS
 DG2101
 DG2101                          STATION DESCRIPTION
 DG2101
 DG2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2101'3.2 MI SW FROM ALEXANDRIA.
 DG2101'ABOUT 0.25 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 DG2101'RAILROAD FROM THE STATION AT ALEXANDRIA, THENCE ABOUT 3.0 MILES
 DG2101'SOUTHWEST ALONG A COUNTY ROAD LEADING TO GATE 5 OF THE MORRISVILLE
 DG2101'BIVOUAC AREA, ABOUT 0.35 MILE SOUTHWEST OF GATE 5, 170 FEET WEST
 DG2101'OF THE CENTER LINE OF A SIDE ROAD LEADING SOUTH, 10 FEET NORTH
 DG2101'OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE EAST END
 DG2101'OF THE NORTH CONCRETE HEAD WALL OF A 40 INCH CONCRETE PIPE
 DG2101'CULVERT, AND ABOUT 2 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0002 ***********************************************************************
 DH0002  DESIGNATION -  D 236
 DH0002  PID         -  DH0002
 DH0002  STATE/COUNTY-  AL/CALHOUN
 DH0002  USGS QUAD   -  OHATCHEE (1949)
 DH0002
 DH0002                         *CURRENT SURVEY CONTROL
 DH0002  ___________________________________________________________________
 DH0002* NAD 83(1986)-  33 46 48.     (N)    086 00 42.     (W)     SCALED    
 DH0002* NAVD 88     -       160.617  (meters)     526.96   (feet)  ADJUSTED  
 DH0002  ___________________________________________________________________
 DH0002  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DH0002  DYNAMIC HT  -         160.447 (meters)     526.40  (feet)  COMP
 DH0002  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 DH0002
 DH0002  VERT ORDER  -  FIRST     CLASS II
 DH0002
 DH0002.The horizontal coordinates were scaled from a topographic map and have
 DH0002.an estimated accuracy of +/- 6 seconds.
 DH0002
 DH0002.The orthometric height was determined by differential leveling
 DH0002.and adjusted by the National Geodetic Survey in June 1991..
 DH0002
 DH0002.The geoid height was determined by GEOID03.
 DH0002
 DH0002.The dynamic height is computed by dividing the NAVD 88
 DH0002.geopotential number by the normal gravity value computed on the
 DH0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0002.degrees latitude (g = 980.6199 gals.).
 DH0002
 DH0002.The modeled gravity was interpolated from observed gravity values.
 DH0002
 DH0002;                    North         East    Units  Estimated Accuracy
 DH0002;SPC AL E     -   363,720.      183,480.      MT  (+/- 180 meters Scaled)
 DH0002
 DH0002                          SUPERSEDED SURVEY CONTROL
 DH0002
 DH0002.No superseded survey control is available for this station.
 DH0002
 DH0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC915382(NAD 83)
 DH0002_MARKER: DB = BENCH MARK DISK
 DH0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0002_STAMPING: D 236 1947
 DH0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0002+STABILITY: SURFACE MOTION
 DH0002
 DH0002  HISTORY     - Date     Condition        Report By
 DH0002  HISTORY     - 1947     MONUMENTED       CGS
 DH0002  HISTORY     - 1980     GOOD             NGS
 DH0002
 DH0002                          STATION DESCRIPTION
 DH0002
 DH0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0002'0.55 MI SW FROM OHATCHEE.
 DH0002'ABOUT 0.55 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 DH0002'THE STATION AT OHATCHEE, SET IN THE SOUTHEAST ANGLE OF A COUNTY ROAD
 DH0002'CROSSING, ABOUT 70 YARDS SOUTHWEST OF MILE POST 681, 24 FEET SOUTHEAST
 DH0002'OF THE SOUTHEAST RAIL, 26 FEET EAST OF THE CENTER LINE OF THE COUNTY
 DH0002'ROAD, 5.5 FEET EAST OF A CROSSING WARNING SIGN POST, 26.5 FEET WEST OF
 DH0002'A TELEGRAPH POLE, 1.5 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 DH0002'0.5 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 DH0002'PROJECTING 6 INCHES.
 DH0002
 DH0002                          STATION RECOVERY (1980)
 DH0002
 DH0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0042 ***********************************************************************
 DH0042  DESIGNATION -  D 237
 DH0042  PID         -  DH0042
 DH0042  STATE/COUNTY-  AL/ST CLAIR
 DH0042  USGS QUAD   -  WATTSVILLE (1972)
 DH0042
 DH0042                         *CURRENT SURVEY CONTROL
 DH0042  ___________________________________________________________________
 DH0042* NAD 83(1986)-  33 40 43.     (N)    086 22 16.     (W)     SCALED    
 DH0042* NAVD 88     -       231.871  (meters)     760.73   (feet)  ADJUSTED  
 DH0042  ___________________________________________________________________
 DH0042  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0042  DYNAMIC HT  -         231.617 (meters)     759.90  (feet)  COMP
 DH0042  MODELED GRAV-     979,538.9   (mgal)                       NAVD 88
 DH0042
 DH0042  VERT ORDER  -  FIRST     CLASS II
 DH0042
 DH0042.The horizontal coordinates were scaled from a topographic map and have
 DH0042.an estimated accuracy of +/- 6 seconds.
 DH0042
 DH0042.The orthometric height was determined by differential leveling
 DH0042.and adjusted by the National Geodetic Survey in June 1991..
 DH0042
 DH0042.The geoid height was determined by GEOID03.
 DH0042
 DH0042.The dynamic height is computed by dividing the NAVD 88
 DH0042.geopotential number by the normal gravity value computed on the
 DH0042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0042.degrees latitude (g = 980.6199 gals.).
 DH0042
 DH0042.The modeled gravity was interpolated from observed gravity values.
 DH0042
 DH0042;                    North         East    Units  Estimated Accuracy
 DH0042;SPC AL E     -   352,590.      150,130.      MT  (+/- 180 meters Scaled)
 DH0042
 DH0042                          SUPERSEDED SURVEY CONTROL
 DH0042
 DH0042  NGVD 29 (??/??/92)  231.822  (m)          760.57   (f) ADJ UNCH    1 2
 DH0042
 DH0042.Superseded values are not recommended for survey control.
 DH0042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0042.See file dsdata.txt to determine how the superseded data were derived.
 DH0042
 DH0042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC582266(NAD 83)
 DH0042_MARKER: DB = BENCH MARK DISK
 DH0042_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0042_SP_SET: ROCK WALL
 DH0042_STAMPING: D 237 1947
 DH0042_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0042
 DH0042  HISTORY     - Date     Condition        Report By
 DH0042  HISTORY     - 1947     MONUMENTED       CGS
 DH0042
 DH0042                          STATION DESCRIPTION
 DH0042
 DH0042'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0042'1.8 MI E FROM ODENVILLE.
 DH0042'ABOUT 1.8 MILES EAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 DH0042'STATION AT ODENVILLE, NEAR THE NORTHEAST END OF A LONG SHALLOW CUT,
 DH0042'113 FEET SOUTH OF MILE POST 707, 140 YARDS NORTHEAST OF A SIGN
 DH0042'HARDWICK, 240 FEET SOUTHWEST OF A 2 1/2 BY 5 FOOT BOX CULVERT, 35 FEET
 DH0042'SOUTHWEST OF THE NORTHEAST END OF THE CUT, 10.8 FEET SOUTHEAST OF THE
 DH0042'SOUTH EAST RAIL, AND SET VERTICALLY IN THE ROCK WALL OF THE CUT ABOUT
 DH0042'LEVEL WITH THE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1124 ***********************************************************************
 DH1124  DESIGNATION -  D 238
 DH1124  PID         -  DH1124
 DH1124  STATE/COUNTY-  AL/JEFFERSON
 DH1124  USGS QUAD   -  LEEDS (1978)
 DH1124
 DH1124                         *CURRENT SURVEY CONTROL
 DH1124  ___________________________________________________________________
 DH1124* NAD 83(1986)-  33 36 07.     (N)    086 35 31.     (W)     SCALED    
 DH1124* NAVD 88     -       232.483  (meters)     762.74   (feet)  ADJUSTED  
 DH1124  ___________________________________________________________________
 DH1124  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1124  DYNAMIC HT  -         232.225 (meters)     761.89  (feet)  COMP
 DH1124  MODELED GRAV-     979,518.3   (mgal)                       NAVD 88
 DH1124
 DH1124  VERT ORDER  -  FIRST     CLASS II
 DH1124
 DH1124.The horizontal coordinates were scaled from a topographic map and have
 DH1124.an estimated accuracy of +/- 6 seconds.
 DH1124
 DH1124.The orthometric height was determined by differential leveling
 DH1124.and adjusted by the National Geodetic Survey in June 1991..
 DH1124
 DH1124.The geoid height was determined by GEOID03.
 DH1124
 DH1124.The dynamic height is computed by dividing the NAVD 88
 DH1124.geopotential number by the normal gravity value computed on the
 DH1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1124.degrees latitude (g = 980.6199 gals.).
 DH1124
 DH1124.The modeled gravity was interpolated from observed gravity values.
 DH1124
 DH1124;                    North         East    Units  Estimated Accuracy
 DH1124;SPC AL W     -   399,740.      684,280.      MT  (+/- 180 meters Scaled)
 DH1124
 DH1124                          SUPERSEDED SURVEY CONTROL
 DH1124
 DH1124  NGVD 29 (??/??/92)  232.433  (m)          762.57   (f) ADJ UNCH    1 2
 DH1124
 DH1124.Superseded values are not recommended for survey control.
 DH1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1124.See file dsdata.txt to determine how the superseded data were derived.
 DH1124
 DH1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC378180(NAD 83)
 DH1124_MARKER: DB = BENCH MARK DISK
 DH1124_SETTING: 66 = SET IN ROCK OUTCROP
 DH1124_SP_SET: ROCK OUTCROP
 DH1124_STAMPING: D 238 1947
 DH1124_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1124+STABILITY: POSITION/ELEVATION WELL
 DH1124
 DH1124  HISTORY     - Date     Condition        Report By
 DH1124  HISTORY     - 1947     MONUMENTED       CGS
 DH1124
 DH1124                          STATION DESCRIPTION
 DH1124
 DH1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1124'3.25 MI NE FROM ALTON.
 DH1124'ABOUT 3.25 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 DH1124'THE STATION AT ALTON, ABOUT 8 RAILS NORTHEAST OF MILE POST 723, ABOUT
 DH1124'58 YARDS NORTHEAST OF THE SOUTHEAST END OF A STONE RAILROAD CULVERT,
 DH1124'ABOUT 0.7 MILE SOUTHWEST OF THE ROPER CROSSING, 31 FEET SOUTHEAST OF
 DH1124'THE SOUTHEAST RAIL, 16.7 FEET NORTHWEST OF A FENCE LINE, 51 FEET SOUTH
 DH1124'OF A TELEGRAPH POLE, ABOUT 100 YARDS SOUTHWEST OF A FENCE CORNER, SET
 DH1124'IN THE TOP OF A LARGE ROCK OUTCROP FLUSH WITH THE GROUND AND ABOUT 7
 DH1124'FEET BELOW THE RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1204 ***********************************************************************
 DH1204  DESIGNATION -  D 239
 DH1204  PID         -  DH1204
 DH1204  STATE/COUNTY-  AL/JEFFERSON
 DH1204  USGS QUAD   -  IRONDALE (1978)
 DH1204
 DH1204                         *CURRENT SURVEY CONTROL
 DH1204  ___________________________________________________________________
 DH1204* NAD 83(1986)-  33 35 01.     (N)    086 39 01.     (W)     SCALED    
 DH1204* NAVD 88     -       245.930  (meters)     806.86   (feet)  ADJUSTED  
 DH1204  ___________________________________________________________________
 DH1204  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH1204  DYNAMIC HT  -         245.655 (meters)     805.95  (feet)  COMP
 DH1204  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 DH1204
 DH1204  VERT ORDER  -  SECOND    CLASS 0
 DH1204
 DH1204.The horizontal coordinates were scaled from a topographic map and have
 DH1204.an estimated accuracy of +/- 6 seconds.
 DH1204
 DH1204.The orthometric height was determined by differential leveling
 DH1204.and adjusted by the National Geodetic Survey in June 1991..
 DH1204
 DH1204.The geoid height was determined by GEOID03.
 DH1204
 DH1204.The dynamic height is computed by dividing the NAVD 88
 DH1204.geopotential number by the normal gravity value computed on the
 DH1204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1204.degrees latitude (g = 980.6199 gals.).
 DH1204
 DH1204.The modeled gravity was interpolated from observed gravity values.
 DH1204
 DH1204;                    North         East    Units  Estimated Accuracy
 DH1204;SPC AL W     -   397,660.      678,880.      MT  (+/- 180 meters Scaled)
 DH1204
 DH1204                          SUPERSEDED SURVEY CONTROL
 DH1204
 DH1204  NGVD 29 (??/??/92)  245.884  (m)          806.70   (f) ADJ UNCH    2 0
 DH1204
 DH1204.Superseded values are not recommended for survey control.
 DH1204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1204.See file dsdata.txt to determine how the superseded data were derived.
 DH1204
 DH1204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC324160(NAD 83)
 DH1204_MARKER: DB = BENCH MARK DISK
 DH1204_SETTING: 66 = SET IN ROCK OUTCROP
 DH1204_SP_SET: ROCK LEDGE
 DH1204_STAMPING: D 239 1947
 DH1204_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1204+STABILITY: POSITION/ELEVATION WELL
 DH1204
 DH1204  HISTORY     - Date     Condition        Report By
 DH1204  HISTORY     - 1947     MONUMENTED       CGS
 DH1204  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH1204
 DH1204                          STATION DESCRIPTION
 DH1204
 DH1204'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1204'0.8 MI NW FROM ALTON.
 DH1204'ABOUT 0.8 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD FROM THE POST
 DH1204'OFFICE AT ALTON, ABOUT 0.5 MILE SOUTHEAST OF DUTCHS TAVERN ON U. S.
 DH1204'HIGHWAY 11, AT A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 DH1204'NORTHWEST, SET IN THE TOP OF A ROCK LEDGE AT A BENCH CUT, 270 FEET
 DH1204'WEST OF THE EAST END OF THE CUT, 19 FEET NORTH OF THE CENTER LINE, 0.8
 DH1204'FOOT NORTH OF THE SOUTH EDGE OF THE ROCK, SET IN THE TOP OF A LEDGE
 DH1204'PROTRUDING ABOUT 4 FEET OUT OF THE BANK.  NOTE-- MARK IS VERY APT TO
 DH1204'BE COVERED BY DIRT AND FALLING ROCKS.  NOTE-- ASSUMED DESTROYED DURING
 DH1204'COUNTY ROAD CONSTRUCTION.
 DH1204
 DH1204                          STATION RECOVERY (1958)
 DH1204
 DH1204'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH1204'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1258 ***********************************************************************
 BT1258  DESIGNATION -  D 24
 BT1258  PID         -  BT1258
 BT1258  STATE/COUNTY-  AL/BARBOUR
 BT1258  USGS QUAD   -  LOUISVILLE (1968)
 BT1258
 BT1258                         *CURRENT SURVEY CONTROL
 BT1258  ___________________________________________________________________
 BT1258* NAD 83(1986)-  31 48 35.     (N)    085 32 32.     (W)     SCALED    
 BT1258* NAVD 88     -       157.093  (meters)     515.40   (feet)  ADJUSTED  
 BT1258  ___________________________________________________________________
 BT1258  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BT1258  DYNAMIC HT  -         156.908 (meters)     514.79  (feet)  COMP
 BT1258  MODELED GRAV-     979,463.8   (mgal)                       NAVD 88
 BT1258
 BT1258  VERT ORDER  -  SECOND    CLASS 0
 BT1258
 BT1258.The horizontal coordinates were scaled from a topographic map and have
 BT1258.an estimated accuracy of +/- 6 seconds.
 BT1258
 BT1258.The orthometric height was determined by differential leveling
 BT1258.and adjusted by the National Geodetic Survey in June 1991..
 BT1258
 BT1258.The geoid height was determined by GEOID03.
 BT1258
 BT1258.The dynamic height is computed by dividing the NAVD 88
 BT1258.geopotential number by the normal gravity value computed on the
 BT1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1258.degrees latitude (g = 980.6199 gals.).
 BT1258
 BT1258.The modeled gravity was interpolated from observed gravity values.
 BT1258
 BT1258;                    North         East    Units  Estimated Accuracy
 BT1258;SPC AL E     -   145,240.      227,560.      MT  (+/- 180 meters Scaled)
 BT1258
 BT1258                          SUPERSEDED SURVEY CONTROL
 BT1258
 BT1258  NGVD 29 (??/??/92)  157.107  (m)          515.44   (f) ADJ UNCH    2 0
 BT1258
 BT1258.Superseded values are not recommended for survey control.
 BT1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1258.See file dsdata.txt to determine how the superseded data were derived.
 BT1258
 BT1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA379202(NAD 83)
 BT1258_MARKER: DB = BENCH MARK DISK
 BT1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1258_STAMPING: D 24 1934
 BT1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1258+STABILITY: SURFACE MOTION
 BT1258
 BT1258  HISTORY     - Date     Condition        Report By
 BT1258  HISTORY     - 1934     MONUMENTED       CGS
 BT1258  HISTORY     - 1952     GOOD             NGS
 BT1258
 BT1258                          STATION DESCRIPTION
 BT1258
 BT1258'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT1258'2.1 MI NE FROM LOUISVILLE.
 BT1258'2.1 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT1258'THE STATION AT LOUISVILLE, NEAR THE SOUTHWEST END OF A RAILWAY
 BT1258'FILL, 24 1/2 FEET SOUTHEAST OF SOUTHEAST RAIL, 48 FEET NORTHWEST
 BT1258'OF CENTER LINE OF HIGHWAY, 110 FEET WEST OF POWER POLE NO. 174,
 BT1258'108 FEET EAST OF CENTER OF CROSSING OF A PRIVATE ROAD AND TRACK,
 BT1258'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 BT1258'HIGHWAY, ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP
 BT1258'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1217 ***********************************************************************
 DH1217  DESIGNATION -  D 240
 DH1217  PID         -  DH1217
 DH1217  STATE/COUNTY-  AL/JEFFERSON
 DH1217  USGS QUAD   -  LEEDS (1978)
 DH1217
 DH1217                         *CURRENT SURVEY CONTROL
 DH1217  ___________________________________________________________________
 DH1217* NAD 83(1986)-  33 36 33.     (N)    086 36 02.     (W)     SCALED    
 DH1217* NAVD 88     -       241.937  (meters)     793.75   (feet)  ADJUSTED  
 DH1217  ___________________________________________________________________
 DH1217  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1217  DYNAMIC HT  -         241.667 (meters)     792.87  (feet)  COMP
 DH1217  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 DH1217
 DH1217  VERT ORDER  -  FIRST     CLASS II
 DH1217
 DH1217.The horizontal coordinates were scaled from a topographic map and have
 DH1217.an estimated accuracy of +/- 6 seconds.
 DH1217
 DH1217.The orthometric height was determined by differential leveling
 DH1217.and adjusted by the National Geodetic Survey in June 1991..
 DH1217
 DH1217.The geoid height was determined by GEOID03.
 DH1217
 DH1217.The dynamic height is computed by dividing the NAVD 88
 DH1217.geopotential number by the normal gravity value computed on the
 DH1217.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1217.degrees latitude (g = 980.6199 gals.).
 DH1217
 DH1217.The modeled gravity was interpolated from observed gravity values.
 DH1217
 DH1217;                    North         East    Units  Estimated Accuracy
 DH1217;SPC AL W     -   400,530.      683,470.      MT  (+/- 180 meters Scaled)
 DH1217
 DH1217                          SUPERSEDED SURVEY CONTROL
 DH1217
 DH1217.No superseded survey control is available for this station.
 DH1217
 DH1217_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC370188(NAD 83)
 DH1217_MARKER: DB = BENCH MARK DISK
 DH1217_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1217_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1217_STAMPING: D 240 1947
 DH1217_PROJECTION: RECESSED 7 CENTIMETERS
 DH1217_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1217+STABILITY: SURFACE MOTION
 DH1217
 DH1217  HISTORY     - Date     Condition        Report By
 DH1217  HISTORY     - 1947     MONUMENTED       CGS
 DH1217  HISTORY     - 1980     GOOD             NGS
 DH1217
 DH1217                          STATION DESCRIPTION
 DH1217
 DH1217'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1217'1.0 MI SE FROM TRUSSVILLE.
 DH1217'ABOUT 1.0 MILE SOUTHEAST ALONG A DIRT ROAD LEADING TO ROPER FROM
 DH1217'TRUSSVILLE GRAMMAR SCHOOL IN TRUSSVILLE, IN THE SOUTHWEST ANGLE OF THE
 DH1217'INTERSECTION WITH A ROAD LEADING SOUTH TO QUEENSTOWN, 37 FEET SOUTH OF
 DH1217'THE CENTER OF THE JUNCTION, 31 FEET SOUTHWEST OF THE CENTER LINE OF
 DH1217'THE ROAD LEADING SOUTH, 24 FEET WEST OF A TELEPHONE POLE, 18 FEET
 DH1217'SOUTHEAST OF A 12-INCH APPLE TREE, 12 FEET WEST OF THE SOUTH END OF A
 DH1217'15-INCH PIPE CULVERT, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST,
 DH1217'AND IN THE TOP OF A CONCRETE POST PROJECTING 5-INCHES.
 DH1217
 DH1217                          STATION RECOVERY (1980)
 DH1217
 DH1217'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH1217'1.38 KILOMETERS (0.85 MILE) SOUTH SOUTHEAST ALONG COUNTY ROAD 10 FROM
 DH1217'THE INTERSECTION OF STATE HIGHWAY 11 IN TRUSSVILLE TO THE JUNCTION OF
 DH1217'COUNTY ROAD 94, SET IN THE SOUTHWEST ANGLE OF THE JUNCTION AND IN THE
 DH1217'NORTHEAST CORNER OF THE LOT OF HOUSE NUMBER 314-B HIGHWAY 10, 28.35
 DH1217'METERS (93 FEET) SOUTHWEST OF THE CENTER OF THE JUNCTION OF COUNTY
 DH1217'ROADS 10 AND 94, 19.67 METERS (64.0 FEET) WEST OF THE CENTER LINE OF
 DH1217'COUNTY ROAD 94, 9.24 METERS (30.3 FEET) SOUTH OF THE SOUTH END OF A
 DH1217'12-INCH PIPE CULVERT UNDER COUNTY ROAD 94, AND 8.84 METERS (29.0 FEET)
 DH1217'NORTHWEST OF POWER POLE NUMBER 74 WITH LINES RUNNING INTO HOUSE NUMBER
 DH1217'200 COUNTY ROAD 94.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0142 ***********************************************************************
 DH0142  DESIGNATION -  D 241
 DH0142  PID         -  DH0142
 DH0142  STATE/COUNTY-  AL/ST CLAIR
 DH0142  USGS QUAD   -  SPRINGVILLE (1978)
 DH0142
 DH0142                         *CURRENT SURVEY CONTROL
 DH0142  ___________________________________________________________________
 DH0142* NAD 83(1986)-  33 46 40.     (N)    086 28 05.     (W)     SCALED    
 DH0142* NAVD 88     -       227.128  (meters)     745.17   (feet)  ADJUSTED  
 DH0142  ___________________________________________________________________
 DH0142  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH0142  DYNAMIC HT  -         226.878 (meters)     744.35  (feet)  COMP
 DH0142  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 DH0142
 DH0142  VERT ORDER  -  SECOND    CLASS 0
 DH0142
 DH0142.The horizontal coordinates were scaled from a topographic map and have
 DH0142.an estimated accuracy of +/- 6 seconds.
 DH0142
 DH0142.The orthometric height was determined by differential leveling
 DH0142.and adjusted by the National Geodetic Survey in June 1991..
 DH0142
 DH0142.The geoid height was determined by GEOID03.
 DH0142
 DH0142.The dynamic height is computed by dividing the NAVD 88
 DH0142.geopotential number by the normal gravity value computed on the
 DH0142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0142.degrees latitude (g = 980.6199 gals.).
 DH0142
 DH0142.The modeled gravity was interpolated from observed gravity values.
 DH0142
 DH0142;                    North         East    Units  Estimated Accuracy
 DH0142;SPC AL E     -   363,640.      141,210.      MT  (+/- 180 meters Scaled)
 DH0142
 DH0142                          SUPERSEDED SURVEY CONTROL
 DH0142
 DH0142  NGVD 29 (??/??/92)  227.075  (m)          745.00   (f) ADJ UNCH    2 0
 DH0142
 DH0142.Superseded values are not recommended for survey control.
 DH0142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0142.See file dsdata.txt to determine how the superseded data were derived.
 DH0142
 DH0142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC492376(NAD 83)
 DH0142_MARKER: DB = BENCH MARK DISK
 DH0142_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0142_SP_SET: BUILDING
 DH0142_STAMPING: D 241 1947
 DH0142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0142
 DH0142  HISTORY     - Date     Condition        Report By
 DH0142  HISTORY     - 1947     MONUMENTED       CGS
 DH0142
 DH0142                          STATION DESCRIPTION
 DH0142
 DH0142'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0142'IN SPRINGVILLE.
 DH0142'ABOUT 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 DH0142'SPRINGVILLE, SET VERTICALLY IN THE SOUTHEAST WALL OF THE HIGH SCHOOL
 DH0142'BUILDING, 1-FOOT SOUTHWEST OF THE EAST CORNER OF THE BUILDING, AND
 DH0142'ABOUT 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0117 ***********************************************************************
 DH0117  DESIGNATION -  D 242
 DH0117  PID         -  DH0117
 DH0117  STATE/COUNTY-  AL/ST CLAIR
 DH0117  USGS QUAD   -  OHATCHEE (1949)
 DH0117
 DH0117                         *CURRENT SURVEY CONTROL
 DH0117  ___________________________________________________________________
 DH0117* NAD 83(1986)-  33 50 32.     (N)    086 05 27.     (W)     SCALED    
 DH0117* NAVD 88     -       159.844  (meters)     524.42   (feet)  ADJUSTED  
 DH0117  ___________________________________________________________________
 DH0117  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH0117  DYNAMIC HT  -         159.675 (meters)     523.87  (feet)  COMP
 DH0117  MODELED GRAV-     979,577.2   (mgal)                       NAVD 88
 DH0117
 DH0117  VERT ORDER  -  SECOND    CLASS 0
 DH0117
 DH0117.The horizontal coordinates were scaled from a topographic map and have
 DH0117.an estimated accuracy of +/- 6 seconds.
 DH0117
 DH0117.The orthometric height was determined by differential leveling
 DH0117.and adjusted by the National Geodetic Survey in June 1991..
 DH0117
 DH0117.The geoid height was determined by GEOID03.
 DH0117
 DH0117.The dynamic height is computed by dividing the NAVD 88
 DH0117.geopotential number by the normal gravity value computed on the
 DH0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0117.degrees latitude (g = 980.6199 gals.).
 DH0117
 DH0117.The modeled gravity was interpolated from observed gravity values.
 DH0117
 DH0117;                    North         East    Units  Estimated Accuracy
 DH0117;SPC AL E     -   370,630.      176,170.      MT  (+/- 180 meters Scaled)
 DH0117
 DH0117                          SUPERSEDED SURVEY CONTROL
 DH0117
 DH0117  NGVD 29 (??/??/92)  159.799  (m)          524.27   (f) ADJ UNCH    2 0
 DH0117
 DH0117.Superseded values are not recommended for survey control.
 DH0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0117.See file dsdata.txt to determine how the superseded data were derived.
 DH0117
 DH0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC841450(NAD 83)
 DH0117_MARKER: DB = BENCH MARK DISK
 DH0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0117_STAMPING: D 242 1947
 DH0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0117+STABILITY: SURFACE MOTION
 DH0117
 DH0117  HISTORY     - Date     Condition        Report By
 DH0117  HISTORY     - 1947     MONUMENTED       CGS
 DH0117
 DH0117                          STATION DESCRIPTION
 DH0117
 DH0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0117'1.65 MI W FROM GREENSPORT.
 DH0117'ABOUT 0.2 MILE NORTH ALONG A GRAVEL ROAD FROM THE BRIDGE OVER BEAVER
 DH0117'CREEK AT GREENSPORT, THENCE ABOUT 1.45 MILE WEST ALONG A GRAVEL ROAD,
 DH0117'0.8 MILE WEST OF THE JUNCTION OF A GRAVEL ROAD LEADING NORTHWEST AND
 DH0117'J. W. TALLEY GROCERY STORE, 78 FEET NORTHEAST OF THE NORTHEAST CORNER
 DH0117'OF L. E. HAYNES FARM HOUSE, 19 FEET EAST OF THE CENTER LINE OF THE
 DH0117'DRIVE WAY, 22 FEET SOUTH OF THE CENTER LINE OF THE COUNTY ROAD, 41
 DH0117'FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER, 1.5 FEET NORTH OF A
 DH0117'WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 DH0117'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0069 ***********************************************************************
 DH0069  DESIGNATION -  D 243
 DH0069  PID         -  DH0069
 DH0069  STATE/COUNTY-  AL/ST CLAIR
 DH0069  USGS QUAD   -  STEELE (1972)
 DH0069
 DH0069                         *CURRENT SURVEY CONTROL
 DH0069  ___________________________________________________________________
 DH0069* NAD 83(1986)-  33 55 06.     (N)    086 13 36.     (W)     SCALED    
 DH0069* NAVD 88     -       186.483  (meters)     611.82   (feet)  ADJUSTED  
 DH0069  ___________________________________________________________________
 DH0069  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0069  DYNAMIC HT  -         186.284 (meters)     611.17  (feet)  COMP
 DH0069  MODELED GRAV-     979,563.2   (mgal)                       NAVD 88
 DH0069
 DH0069  VERT ORDER  -  SECOND    CLASS 0
 DH0069
 DH0069.The horizontal coordinates were scaled from a topographic map and have
 DH0069.an estimated accuracy of +/- 6 seconds.
 DH0069
 DH0069.The orthometric height was determined by differential leveling
 DH0069.and adjusted by the National Geodetic Survey in June 1991..
 DH0069
 DH0069.The geoid height was determined by GEOID03.
 DH0069
 DH0069.The dynamic height is computed by dividing the NAVD 88
 DH0069.geopotential number by the normal gravity value computed on the
 DH0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0069.degrees latitude (g = 980.6199 gals.).
 DH0069
 DH0069.The modeled gravity was interpolated from observed gravity values.
 DH0069
 DH0069;                    North         East    Units  Estimated Accuracy
 DH0069;SPC AL E     -   379,120.      163,630.      MT  (+/- 180 meters Scaled)
 DH0069
 DH0069                          SUPERSEDED SURVEY CONTROL
 DH0069
 DH0069  NGVD 29 (??/??/92)  186.447  (m)          611.70   (f) ADJ UNCH    2 0
 DH0069
 DH0069.Superseded values are not recommended for survey control.
 DH0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0069.See file dsdata.txt to determine how the superseded data were derived.
 DH0069
 DH0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC714533(NAD 83)
 DH0069_MARKER: DB = BENCH MARK DISK
 DH0069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0069_SP_SET: CULVERT
 DH0069_STAMPING: D 243 1947
 DH0069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0069
 DH0069  HISTORY     - Date     Condition        Report By
 DH0069  HISTORY     - 1947     MONUMENTED       CGS
 DH0069
 DH0069                          STATION DESCRIPTION
 DH0069
 DH0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0069'1.7 MI SW FROM STEELE.
 DH0069'ABOUT 1.7 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 ALTERNATE FROM THE
 DH0069'POST OFFICE AT STEELE, IN THE CENTER OF THE TOP OF THE SOUTHEAST HEAD
 DH0069'WALL OF A 3 X 3 FOOT CONCRETE BOX CULVERT, 146 FEET SOUTHWEST OF THE
 DH0069'ENTRANCE TO A BARN, 16 FEET SOUTHEAST OF AND ABOUT 1 FOOT BELOW THE
 DH0069'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1184 ***********************************************************************
 EE1184  DESIGNATION -  D 244
 EE1184  PID         -  EE1184
 EE1184  STATE/COUNTY-  AL/CHEROKEE
 EE1184  USGS QUAD   -  LITTLE RIVER (1986)
 EE1184
 EE1184                         *CURRENT SURVEY CONTROL
 EE1184  ___________________________________________________________________
 EE1184* NAD 83(1986)-  34 15 29.     (N)    085 42 04.     (W)     SCALED    
 EE1184* NAVD 88     -       183.038  (meters)     600.52   (feet)  ADJUSTED  
 EE1184  ___________________________________________________________________
 EE1184  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE1184  DYNAMIC HT  -         182.850 (meters)     599.90  (feet)  COMP
 EE1184  MODELED GRAV-     979,604.2   (mgal)                       NAVD 88
 EE1184
 EE1184  VERT ORDER  -  SECOND    CLASS 0
 EE1184
 EE1184.The horizontal coordinates were scaled from a topographic map and have
 EE1184.an estimated accuracy of +/- 6 seconds.
 EE1184
 EE1184.The orthometric height was determined by differential leveling
 EE1184.and adjusted by the National Geodetic Survey in June 1991..
 EE1184
 EE1184.The geoid height was determined by GEOID03.
 EE1184
 EE1184.The dynamic height is computed by dividing the NAVD 88
 EE1184.geopotential number by the normal gravity value computed on the
 EE1184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1184.degrees latitude (g = 980.6199 gals.).
 EE1184
 EE1184.The modeled gravity was interpolated from observed gravity values.
 EE1184
 EE1184;                    North         East    Units  Estimated Accuracy
 EE1184;SPC AL E     -   416,740.      212,180.      MT  (+/- 180 meters Scaled)
 EE1184
 EE1184                          SUPERSEDED SURVEY CONTROL
 EE1184
 EE1184  NGVD 29 (??/??/92)  183.015  (m)          600.44   (f) ADJ UNCH    2 0
 EE1184
 EE1184.Superseded values are not recommended for survey control.
 EE1184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1184.See file dsdata.txt to determine how the superseded data were derived.
 EE1184
 EE1184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC195915(NAD 83)
 EE1184_MARKER: DB = BENCH MARK DISK
 EE1184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1184_STAMPING: D 244 1947
 EE1184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1184+STABILITY: SURFACE MOTION
 EE1184
 EE1184  HISTORY     - Date     Condition        Report By
 EE1184  HISTORY     - 1947     MONUMENTED       CGS
 EE1184  HISTORY     - 1967     MARK NOT FOUND   USGS
 EE1184
 EE1184                          STATION DESCRIPTION
 EE1184
 EE1184'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1184'2 MI NE FROM BLUE POND.
 EE1184'ABOUT 1.95 MILES NORTHEAST ALONG A COUNTY ROAD FROM THE CROSSROADS
 EE1184'AT BLUE POND, ABOUT 0.5 MILE SOUTHWEST OF A BRIDGE OVER WOLF
 EE1184'CREEK, SET IN THE EAST ANGLE OF A WOODS ROAD LEADING SOUTHEAST,
 EE1184'58 FEET SOUTHEAST OF THE CENTER LINE OF THE COUNTY ROAD, 14 FEET
 EE1184'NORTHEAST OF THE CENTER LINE OF THE WOODS ROAD, 16 FEET NORTH
 EE1184'OF A TRIANGULAR BLAZED 6-INCH PINE TREE, 30 FEET SOUTHWEST OF A
 EE1184'TRIANGULAR BLAZED 10-INCH PINE TREE, 2 FEET NORTHEAST OF A WHITE
 EE1184'WOODEN WITNESS POST, 2.5 FEET ABOVE THE ROAD AND SET IN THE TOP
 EE1184'OF A CONCRETE POST PROJECTING 5 INCHES.
 EE1184
 EE1184                          STATION RECOVERY (1967)
 EE1184
 EE1184'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EE1184'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1147 ***********************************************************************
 EE1147  DESIGNATION -  D 245
 EE1147  PID         -  EE1147
 EE1147  STATE/COUNTY-  AL/DE KALB
 EE1147  USGS QUAD   -  FORT PAYNE (1983)
 EE1147
 EE1147                         *CURRENT SURVEY CONTROL
 EE1147  ___________________________________________________________________
 EE1147* NAD 83(1986)-  34 24 36.     (N)    085 41 03.     (W)     SCALED    
 EE1147* NAVD 88     -       446.080  (meters)    1463.51   (feet)  ADJUSTED  
 EE1147  ___________________________________________________________________
 EE1147  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EE1147  DYNAMIC HT  -         445.617 (meters)    1462.00  (feet)  COMP
 EE1147  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 EE1147
 EE1147  VERT ORDER  -  SECOND    CLASS 0
 EE1147
 EE1147.The horizontal coordinates were scaled from a topographic map and have
 EE1147.an estimated accuracy of +/- 6 seconds.
 EE1147
 EE1147.The orthometric height was determined by differential leveling
 EE1147.and adjusted by the National Geodetic Survey in June 1991..
 EE1147
 EE1147.The geoid height was determined by GEOID03.
 EE1147
 EE1147.The dynamic height is computed by dividing the NAVD 88
 EE1147.geopotential number by the normal gravity value computed on the
 EE1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1147.degrees latitude (g = 980.6199 gals.).
 EE1147
 EE1147.The modeled gravity was interpolated from observed gravity values.
 EE1147
 EE1147;                    North         East    Units  Estimated Accuracy
 EE1147;SPC AL E     -   433,590.      213,710.      MT  (+/- 180 meters Scaled)
 EE1147
 EE1147                          SUPERSEDED SURVEY CONTROL
 EE1147
 EE1147  NGVD 29 (??/??/92)  446.071  (m)         1463.48   (f) ADJ UNCH    2 0
 EE1147
 EE1147.Superseded values are not recommended for survey control.
 EE1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1147.See file dsdata.txt to determine how the superseded data were derived.
 EE1147
 EE1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD209084(NAD 83)
 EE1147_MARKER: DB = BENCH MARK DISK
 EE1147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1147_STAMPING: D 245 1947
 EE1147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1147+STABILITY: SURFACE MOTION
 EE1147
 EE1147  HISTORY     - Date     Condition        Report By
 EE1147  HISTORY     - 1947     MONUMENTED       CGS
 EE1147
 EE1147                          STATION DESCRIPTION
 EE1147
 EE1147'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1147'1.1 MI NW FROM ADAMSBURG.
 EE1147'ABOUT 1.1 MILES NORTHWEST ALONG A ROAD TO FORT PAYNE FROM THE
 EE1147'SCHOOL AT ADAMSBURG, AT THE W.H. BLAKE FARM, 57 FEET SOUTHWEST
 EE1147'OF THE WEST CORNER OF THE FARM HOUSE WITH ASBESTOS SIDING, 19 FEET
 EE1147'NORTHEAST OF THE CENTER LINE OF THE ROAD, 37 FEET NORTHWEST OF THE
 EE1147'CENTER LINE OF THE DRIVE WAY TO THE HOUSE, 2.5 FEET NORTHWEST
 EE1147'OF AN R.E.A. POLE WITH TRANSFORMER, 1.5 FEET SOUTHEAST OF A
 EE1147'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE
 EE1147'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1344 ***********************************************************************
 DG1344  DESIGNATION -  D 246
 DG1344  PID         -  DG1344
 DG1344  STATE/COUNTY-  AL/CLEBURNE
 DG1344  USGS QUAD   -  OAK LEVEL (1983)
 DG1344
 DG1344                         *CURRENT SURVEY CONTROL
 DG1344  ___________________________________________________________________
 DG1344* NAD 83(1986)-  33 45 07.     (N)    085 25 50.     (W)     SCALED    
 DG1344* NAVD 88     -       329.729  (meters)    1081.79   (feet)  ADJUSTED  
 DG1344  ___________________________________________________________________
 DG1344  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1344  DYNAMIC HT  -         329.371 (meters)    1080.61  (feet)  COMP
 DG1344  MODELED GRAV-     979,542.0   (mgal)                       NAVD 88
 DG1344
 DG1344  VERT ORDER  -  SECOND    CLASS 0
 DG1344
 DG1344.The horizontal coordinates were scaled from a topographic map and have
 DG1344.an estimated accuracy of +/- 6 seconds.
 DG1344
 DG1344.The orthometric height was determined by differential leveling
 DG1344.and adjusted by the National Geodetic Survey in June 1991..
 DG1344
 DG1344.The geoid height was determined by GEOID03.
 DG1344
 DG1344.The dynamic height is computed by dividing the NAVD 88
 DG1344.geopotential number by the normal gravity value computed on the
 DG1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1344.degrees latitude (g = 980.6199 gals.).
 DG1344
 DG1344.The modeled gravity was interpolated from observed gravity values.
 DG1344
 DG1344;                    North         East    Units  Estimated Accuracy
 DG1344;SPC AL E     -   360,660.      237,320.      MT  (+/- 180 meters Scaled)
 DG1344
 DG1344                          SUPERSEDED SURVEY CONTROL
 DG1344
 DG1344  NGVD 29 (??/??/92)  329.663  (m)         1081.57   (f) ADJ UNCH    2 0
 DG1344
 DG1344.Superseded values are not recommended for survey control.
 DG1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1344.See file dsdata.txt to determine how the superseded data were derived.
 DG1344
 DG1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC453357(NAD 83)
 DG1344_MARKER: DB = BENCH MARK DISK
 DG1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1344_STAMPING: D 246 1948
 DG1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1344+STABILITY: SURFACE MOTION
 DG1344
 DG1344  HISTORY     - Date     Condition        Report By
 DG1344  HISTORY     - 1948     MONUMENTED       CGS
 DG1344  HISTORY     - 1964     GOOD             NGS
 DG1344
 DG1344                          STATION DESCRIPTION
 DG1344
 DG1344'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1344'1.6 MI N FROM FRUITHURST.
 DG1344'ABOUT 1.6 MILES NORTH ALONG THE OAK LEVEL HIGHWAY FROM THE POST
 DG1344'OFFICE AT FRUITHURST, ABOUT 100 YARDS SOUTH OF THE TOP OF A GRADE,
 DG1344'AT A CROSS ROAD, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 DG1344'161 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 1.5 FEET
 DG1344'EAST-NORTHEAST OF HIGHWAY R/W MARKER POST NO. R.P. POT 10 79+00,
 DG1344'52 FEET EAST OF THE EAST CORNER OF A FARM HOUSE, 18.5 FEET SOUTH
 DG1344'OF THE CENTER OF A WELL, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 DG1344'POST, 3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 DG1344'POST PROJECTING 5 INCHES.
 DG1344
 DG1344                          STATION RECOVERY (1964)
 DG1344
 DG1344'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DG1344'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2013 ***********************************************************************
 DG2013  DESIGNATION -  D 247
 DG2013  PID         -  DG2013
 DG2013  STATE/COUNTY-  AL/CALHOUN
 DG2013  USGS QUAD   -  JACKSONVILLE EAST (1983)
 DG2013
 DG2013                         *CURRENT SURVEY CONTROL
 DG2013  ___________________________________________________________________
 DG2013* NAD 83(1986)-  33 48 10.     (N)    085 42 02.     (W)     SCALED    
 DG2013* NAVD 88     -       249.459  (meters)     818.43   (feet)  ADJUSTED  
 DG2013  ___________________________________________________________________
 DG2013  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG2013  DYNAMIC HT  -         249.192 (meters)     817.56  (feet)  COMP
 DG2013  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 DG2013
 DG2013  VERT ORDER  -  SECOND    CLASS 0
 DG2013
 DG2013.The horizontal coordinates were scaled from a topographic map and have
 DG2013.an estimated accuracy of +/- 6 seconds.
 DG2013
 DG2013.The orthometric height was determined by differential leveling
 DG2013.and adjusted by the National Geodetic Survey in June 1991..
 DG2013
 DG2013.The geoid height was determined by GEOID03.
 DG2013
 DG2013.The dynamic height is computed by dividing the NAVD 88
 DG2013.geopotential number by the normal gravity value computed on the
 DG2013.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2013.degrees latitude (g = 980.6199 gals.).
 DG2013
 DG2013.The modeled gravity was interpolated from observed gravity values.
 DG2013
 DG2013;                    North         East    Units  Estimated Accuracy
 DG2013;SPC AL E     -   366,240.      212,290.      MT  (+/- 180 meters Scaled)
 DG2013
 DG2013                          SUPERSEDED SURVEY CONTROL
 DG2013
 DG2013  NGVD 29 (??/??/92)  249.382  (m)          818.18   (f) ADJ UNCH    2 0
 DG2013
 DG2013.Superseded values are not recommended for survey control.
 DG2013.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2013.See file dsdata.txt to determine how the superseded data were derived.
 DG2013
 DG2013_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC202410(NAD 83)
 DG2013_MARKER: DB = BENCH MARK DISK
 DG2013_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2013_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2013_STAMPING: D 247 1948
 DG2013_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2013+STABILITY: SURFACE MOTION
 DG2013
 DG2013  HISTORY     - Date     Condition        Report By
 DG2013  HISTORY     - 1948     MONUMENTED       CGS
 DG2013
 DG2013                          STATION DESCRIPTION
 DG2013
 DG2013'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2013'3.4 MI E FROM WHITES GAP.
 DG2013'ABOUT 3.35 MILES EAST ALONG A ROAD TO RABBITTOWN FROM THE CHURCH
 DG2013'AND SCHOOL AT WHITES GAP, ABOUT 1.1 MILES WEST OF THE CROSSROADS
 DG2013'AT HOLLEYS CROSSROAD, AT THE JUNCTION OF A ROAD LEADING NORTHWEST,
 DG2013'22 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 39 FEET
 DG2013'SOUTHWEST OF THE PROLONGED CENTER LINE OF THE ROAD NORTHWEST, 3
 DG2013'FEET WEST OF A POWER POLE, 4 FEET NORTHEAST OF A 6-INCH PECAN
 DG2013'TREE, 76 FEET NORTHWEST OF THE NORTHWEST CORNER OF A 2-STORY FARM
 DG2013'HOUSE, 44 FEET WEST OF THE CENTER OF A WELL, 2 FEET EAST OF A
 DG2013'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 DG2013'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2015 ***********************************************************************
 DG2015  DESIGNATION -  D 248
 DG2015  PID         -  DG2015
 DG2015  STATE/COUNTY-  AL/CALHOUN
 DG2015  USGS QUAD   -  JACKSONVILLE EAST (1983)
 DG2015
 DG2015                         *CURRENT SURVEY CONTROL
 DG2015  ___________________________________________________________________
 DG2015* NAD 83(1986)-  33 47 08.     (N)    085 43 27.     (W)     SCALED    
 DG2015* NAVD 88     -       311.875  (meters)    1023.21   (feet)  ADJUSTED  
 DG2015  ___________________________________________________________________
 DG2015  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG2015  DYNAMIC HT  -         311.541 (meters)    1022.11  (feet)  COMP
 DG2015  MODELED GRAV-     979,558.4   (mgal)                       NAVD 88
 DG2015
 DG2015  VERT ORDER  -  SECOND    CLASS 0
 DG2015
 DG2015.The horizontal coordinates were scaled from a topographic map and have
 DG2015.an estimated accuracy of +/- 6 seconds.
 DG2015
 DG2015.The orthometric height was determined by differential leveling
 DG2015.and adjusted by the National Geodetic Survey in June 1991..
 DG2015
 DG2015.The geoid height was determined by GEOID03.
 DG2015
 DG2015.The dynamic height is computed by dividing the NAVD 88
 DG2015.geopotential number by the normal gravity value computed on the
 DG2015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2015.degrees latitude (g = 980.6199 gals.).
 DG2015
 DG2015.The modeled gravity was interpolated from observed gravity values.
 DG2015
 DG2015;                    North         East    Units  Estimated Accuracy
 DG2015;SPC AL E     -   364,320.      210,110.      MT  (+/- 180 meters Scaled)
 DG2015
 DG2015                          SUPERSEDED SURVEY CONTROL
 DG2015
 DG2015  NGVD 29 (??/??/92)  311.799  (m)         1022.96   (f) ADJ UNCH    2 0
 DG2015
 DG2015.Superseded values are not recommended for survey control.
 DG2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2015.See file dsdata.txt to determine how the superseded data were derived.
 DG2015
 DG2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC181391(NAD 83)
 DG2015_MARKER: DB = BENCH MARK DISK
 DG2015_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2015_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2015_STAMPING: D 248 1948
 DG2015_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2015+STABILITY: SURFACE MOTION
 DG2015
 DG2015  HISTORY     - Date     Condition        Report By
 DG2015  HISTORY     - 1948     MONUMENTED       CGS
 DG2015
 DG2015                          STATION DESCRIPTION
 DG2015
 DG2015'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2015'1.1 MI E FROM WHITES GAP.
 DG2015'ABOUT 1.1 MILES EAST ALONG A ROAD TO RABBITTOWN FROM THE
 DG2015'CHURCH AND SCHOOL AT WHITES GAP, ABOUT 0.2 MILE NORTHEAST OF A
 DG2015'STONE HOUSE ON THE SOUTHEAST SIDE OF THE ROAD, AT THE OUTSIDE
 DG2015'OF A CURVE WITH TANGENTS NORTHEAST AND SOUTH, 27 FEET NORTHWEST
 DG2015'OF THE CENTER LINE OF THE ROAD, 66 FEET SOUTHEAST OF TELEPHONE
 DG2015'POLE NO. 1570, NEAR THE EAST EDGE OF THE CLEARING FOR THE
 DG2015'TELEPHONE LINE, 8.5 FEET WEST OF A TRIANGULAR BLAZED 8 INCH OAK
 DG2015'TREE, ABOUT 82 YARDS SOUTHWEST OF A 4-FOOT STEEL PIPE CULVERT FOR
 DG2015'SPRING BRANCH, ABOUT 63 FEET NORTH-NORTHEAST OF THE NORTHWEST
 DG2015'END OF A 24-INCH CONCRETE PIPE CULVERT UNDER THE ROAD, 2 FEET
 DG2015'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE
 DG2015'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1853 ***********************************************************************
 DG1853  DESIGNATION -  D 249
 DG1853  PID         -  DG1853
 DG1853  STATE/COUNTY-  AL/CLEBURNE
 DG1853  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1853
 DG1853                         *CURRENT SURVEY CONTROL
 DG1853  ___________________________________________________________________
 DG1853* NAD 83(1986)-  33 34 32.     (N)    085 41 24.     (W)     SCALED    
 DG1853* NAVD 88     -       319.279  (meters)    1047.50   (feet)  ADJUSTED  
 DG1853  ___________________________________________________________________
 DG1853  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG1853  DYNAMIC HT  -         318.924 (meters)    1046.34  (feet)  COMP
 DG1853  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 DG1853
 DG1853  VERT ORDER  -  SECOND    CLASS 0
 DG1853
 DG1853.The horizontal coordinates were scaled from a topographic map and have
 DG1853.an estimated accuracy of +/- 6 seconds.
 DG1853
 DG1853.The orthometric height was determined by differential leveling
 DG1853.and adjusted by the National Geodetic Survey in June 1991..
 DG1853
 DG1853.The geoid height was determined by GEOID03.
 DG1853
 DG1853.The dynamic height is computed by dividing the NAVD 88
 DG1853.geopotential number by the normal gravity value computed on the
 DG1853.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1853.degrees latitude (g = 980.6199 gals.).
 DG1853
 DG1853.The modeled gravity was interpolated from observed gravity values.
 DG1853
 DG1853;                    North         East    Units  Estimated Accuracy
 DG1853;SPC AL E     -   341,040.      213,310.      MT  (+/- 180 meters Scaled)
 DG1853
 DG1853                          SUPERSEDED SURVEY CONTROL
 DG1853
 DG1853  NGVD 29 (??/??/92)  319.206  (m)         1047.26   (f) ADJ UNCH    2 0
 DG1853
 DG1853.Superseded values are not recommended for survey control.
 DG1853.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1853.See file dsdata.txt to determine how the superseded data were derived.
 DG1853
 DG1853_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC215158(NAD 83)
 DG1853_MARKER: DB = BENCH MARK DISK
 DG1853_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1853_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1853_STAMPING: D 249 1948
 DG1853_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1853+STABILITY: SURFACE MOTION
 DG1853
 DG1853  HISTORY     - Date     Condition        Report By
 DG1853  HISTORY     - 1948     MONUMENTED       CGS
 DG1853
 DG1853                          STATION DESCRIPTION
 DG1853
 DG1853'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1853'4.8 MI NW FROM CHULAFINNEE.
 DG1853'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE BAPTIST
 DG1853'CHURCH AT CHULAFINNEE, THENCE ABOUT 1.05 MILES SOUTHWEST ALONG A
 DG1853'ROAD LEADING TO HORSEBLOCK MOUNTAIN FIRE TOWER, ABOUT 2.05 MILES
 DG1853'NORTHEAST OF THE FIRE TOWER, ABOUT 0.25 MILE NORTHEAST OF THE
 DG1853'JUNCTION OF SPICKLAND MOTORWAY LEADING NORTHWEST, AT THE TOP OF A
 DG1853'GRADE, 24 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 62.5 FEET
 DG1853'SOUTHEAST AND ACROSS THE ROAD FROM A TELEPHONE POLE, 17 FEET
 DG1853'NORTHWEST OF A TRIANGULAR BLAZED RED OAK TREE, 31 FEET WEST OF
 DG1853'A 20-INCH BLACK JACK OAK TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN
 DG1853'WITNESS POST, ABOUT 2 FEET BELOW THE ROAD AND SET IN THE TOP OF
 DG1853'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1110 ***********************************************************************
 EE1110  DESIGNATION -  D 251
 EE1110  PID         -  EE1110
 EE1110  STATE/COUNTY-  AL/CHEROKEE
 EE1110  USGS QUAD   -  CENTRE (1986)
 EE1110
 EE1110                         *CURRENT SURVEY CONTROL
 EE1110  ___________________________________________________________________
 EE1110* NAD 83(1986)-  34 10 41.     (N)    085 38 40.     (W)     SCALED    
 EE1110* NAVD 88     -       175.865  (meters)     576.98   (feet)  ADJUSTED  
 EE1110  ___________________________________________________________________
 EE1110  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE1110  DYNAMIC HT  -         175.684 (meters)     576.39  (feet)  COMP
 EE1110  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 EE1110
 EE1110  VERT ORDER  -  SECOND    CLASS 0
 EE1110
 EE1110.The horizontal coordinates were scaled from a topographic map and have
 EE1110.an estimated accuracy of +/- 6 seconds.
 EE1110
 EE1110.The orthometric height was determined by differential leveling
 EE1110.and adjusted by the National Geodetic Survey in June 1991..
 EE1110
 EE1110.The geoid height was determined by GEOID03.
 EE1110
 EE1110.The dynamic height is computed by dividing the NAVD 88
 EE1110.geopotential number by the normal gravity value computed on the
 EE1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1110.degrees latitude (g = 980.6199 gals.).
 EE1110
 EE1110.The modeled gravity was interpolated from observed gravity values.
 EE1110
 EE1110;                    North         East    Units  Estimated Accuracy
 EE1110;SPC AL E     -   407,870.      217,410.      MT  (+/- 180 meters Scaled)
 EE1110
 EE1110                          SUPERSEDED SURVEY CONTROL
 EE1110
 EE1110  NGVD 29 (??/??/92)  175.827  (m)          576.86   (f) ADJ UNCH    2 0
 EE1110
 EE1110.Superseded values are not recommended for survey control.
 EE1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1110.See file dsdata.txt to determine how the superseded data were derived.
 EE1110
 EE1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC249827(NAD 83)
 EE1110_MARKER: DB = BENCH MARK DISK
 EE1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1110_STAMPING: D 251 1947
 EE1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1110+STABILITY: SURFACE MOTION
 EE1110
 EE1110  HISTORY     - Date     Condition        Report By
 EE1110  HISTORY     - 1947     MONUMENTED       CGS
 EE1110
 EE1110                          STATION DESCRIPTION
 EE1110
 EE1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1110'3.6 MI SW FROM CEDAR BLUFF.
 EE1110'ABOUT 3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 23 FROM THE BANK
 EE1110'BUILDING AT CEDAR BLUFF, AT THE NORTH CORNER OF A FARM HOUSE YARD
 EE1110'ON THE SOUTHEAST SIDE OF THE HIGHWAY, 61 FEET SOUTHEAST OF THE
 EE1110'CENTER LINE OF THE HIGHWAY, 163 FEET NORTH OF THE NORTH CORNER OF
 EE1110'THE FARM HOUSE PORCH, 160 FEET NORTHEAST OF THE CENTER LINE OF
 EE1110'THE DRIVE WAY, 14 FEET NORTHEAST OF A TELEPHONE POLE, IN LINE WITH
 EE1110'THE ROW OF POLES, ABOUT 14 FEET NORTHWEST OF THE NORTHWEST
 EE1110'END OF A HEDGE ROW AND IN LINE WITH THE HEDGE ROW, 2 FEET
 EE1110'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET ABOVE
 EE1110'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EE1110'3 IN.  NOTE-- MARK IS ABOUT 2.7 MILES NORTHEAST ALONG STATE
 EE1110'HIGHWAY 23 FROM THE COURT HOUSE AT CENTRE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1463 ***********************************************************************
 EE1463  DESIGNATION -  D 252
 EE1463  PID         -  EE1463
 EE1463  STATE/COUNTY-  AL/CHEROKEE
 EE1463  USGS QUAD   -  MELSON (1982)
 EE1463
 EE1463                         *CURRENT SURVEY CONTROL
 EE1463  ___________________________________________________________________
 EE1463* NAD 83(1986)-  34 10 58.     (N)    085 28 09.     (W)     SCALED    
 EE1463* NAVD 88     -       173.917  (meters)     570.59   (feet)  ADJUSTED  
 EE1463  ___________________________________________________________________
 EE1463  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1463  DYNAMIC HT  -         173.738 (meters)     570.01  (feet)  COMP
 EE1463  MODELED GRAV-     979,598.8   (mgal)                       NAVD 88
 EE1463
 EE1463  VERT ORDER  -  SECOND    CLASS 0
 EE1463
 EE1463.The horizontal coordinates were scaled from a topographic map and have
 EE1463.an estimated accuracy of +/- 6 seconds.
 EE1463
 EE1463.The orthometric height was determined by differential leveling
 EE1463.and adjusted by the National Geodetic Survey in June 1991..
 EE1463
 EE1463.The geoid height was determined by GEOID03.
 EE1463
 EE1463.The dynamic height is computed by dividing the NAVD 88
 EE1463.geopotential number by the normal gravity value computed on the
 EE1463.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1463.degrees latitude (g = 980.6199 gals.).
 EE1463
 EE1463.The modeled gravity was interpolated from observed gravity values.
 EE1463
 EE1463;                    North         East    Units  Estimated Accuracy
 EE1463;SPC AL E     -   408,440.      233,570.      MT  (+/- 180 meters Scaled)
 EE1463
 EE1463                          SUPERSEDED SURVEY CONTROL
 EE1463
 EE1463  NGVD 29 (??/??/92)  173.865  (m)          570.42   (f) ADJ UNCH    2 0
 EE1463
 EE1463.Superseded values are not recommended for survey control.
 EE1463.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1463.See file dsdata.txt to determine how the superseded data were derived.
 EE1463
 EE1463_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC410834(NAD 83)
 EE1463_MARKER: DB = BENCH MARK DISK
 EE1463_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1463_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1463_STAMPING: D 252 1947
 EE1463_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1463+STABILITY: SURFACE MOTION
 EE1463
 EE1463  HISTORY     - Date     Condition        Report By
 EE1463  HISTORY     - 1947     MONUMENTED       CGS
 EE1463
 EE1463                          STATION DESCRIPTION
 EE1463
 EE1463'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1463'3.8 MI SE FROM ALEXIS.
 EE1463'ABOUT 1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 EE1463'ALEXIS, THENCE ABOUT 1.95 MILES EAST ALONG A GRAVEL ROAD LEADING
 EE1463'VIA STATE LINE BAPTIST CHURCH TO CEDAR CREEK BAPTIST CHURCH, ABOUT
 EE1463'0.6 MILE SOUTHWEST OF CARPENTERS COTTON GIN, ABOUT 0.55 MILE
 EE1463'NORTHEAST OF THE JUNCTION OF A ROAD EAST AND A COTTON GIN, ABOUT
 EE1463'0.15 MILE NORTH OF A POWER LINE CROSSING, AT THE SOUTHEAST CORNER
 EE1463'OF THE YARD AT AN ABANDONED SCHOOL BUILDING, 33 FEET WEST OF THE
 EE1463'CENTER LINE OF THE MAIN ROAD, 210.5 FEET SOUTHEAST OF THE SOUTHEAST
 EE1463'CORNER OF THE SCHOOL BUILDING, 198 FEET EAST-SOUTHEAST OF THE
 EE1463'CENTER OF AN OLD WELL, 10 FEET NORTH OF THE CENTER LINE OF A
 EE1463'DIM PRIVATE ROAD LEADING WEST, 2.5 FEET NORTH OF A WHITE WOODEN
 EE1463'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 EE1463'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1153 ***********************************************************************
 EE1153  DESIGNATION -  D 253
 EE1153  PID         -  EE1153
 EE1153  STATE/COUNTY-  AL/CHEROKEE
 EE1153  USGS QUAD   -  JAMESTOWN (1984)
 EE1153
 EE1153                         *CURRENT SURVEY CONTROL
 EE1153  ___________________________________________________________________
 EE1153* NAD 83(1986)-  34 22 38.     (N)    085 36 47.     (W)     SCALED    
 EE1153* NAVD 88     -       324.240  (meters)    1063.78   (feet)  ADJUSTED  
 EE1153  ___________________________________________________________________
 EE1153  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 EE1153  DYNAMIC HT  -         323.906 (meters)    1062.68  (feet)  COMP
 EE1153  MODELED GRAV-     979,597.6   (mgal)                       NAVD 88
 EE1153
 EE1153  VERT ORDER  -  SECOND    CLASS 0
 EE1153
 EE1153.The horizontal coordinates were scaled from a topographic map and have
 EE1153.an estimated accuracy of +/- 6 seconds.
 EE1153
 EE1153.The orthometric height was determined by differential leveling
 EE1153.and adjusted by the National Geodetic Survey in June 1991..
 EE1153
 EE1153.The geoid height was determined by GEOID03.
 EE1153
 EE1153.The dynamic height is computed by dividing the NAVD 88
 EE1153.geopotential number by the normal gravity value computed on the
 EE1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1153.degrees latitude (g = 980.6199 gals.).
 EE1153
 EE1153.The modeled gravity was interpolated from observed gravity values.
 EE1153
 EE1153;                    North         East    Units  Estimated Accuracy
 EE1153;SPC AL E     -   429,970.      220,260.      MT  (+/- 180 meters Scaled)
 EE1153
 EE1153                          SUPERSEDED SURVEY CONTROL
 EE1153
 EE1153  NGVD 29 (??/??/92)  324.221  (m)         1063.72   (f) ADJ UNCH    2 0
 EE1153
 EE1153.Superseded values are not recommended for survey control.
 EE1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1153.See file dsdata.txt to determine how the superseded data were derived.
 EE1153
 EE1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD275048(NAD 83)
 EE1153_MARKER: DB = BENCH MARK DISK
 EE1153_SETTING: 66 = SET IN ROCK OUTCROP
 EE1153_SP_SET: ROCK OUTCROP
 EE1153_STAMPING: D 253 1948
 EE1153_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1153+STABILITY: POSITION/ELEVATION WELL
 EE1153
 EE1153  HISTORY     - Date     Condition        Report By
 EE1153  HISTORY     - 1948     MONUMENTED       CGS
 EE1153  HISTORY     - 1966     MARK NOT FOUND   NGS
 EE1153
 EE1153                          STATION DESCRIPTION
 EE1153
 EE1153'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1153'0.8 MI NW FROM BLANCHE.
 EE1153'ABOUT 0.8 MILE NORTHWEST ALONG THE ADAMSBURG ROAD FROM THE
 EE1153'TENNESSEE, ALABAMA AND GEORGIA RAILWAY CROSSING AT BLANCHE,
 EE1153'ALONG A STEEP GRADE ABOUT 0.5 MILE SOUTHEAST OF THE JUNCTION OF A
 EE1153'ROAD SOUTHWEST, NEAR THE NORTH END OF A LARGE ROCK BENCH CUT ON
 EE1153'THE WEST SIDE OF THE ROAD, ABOUT 10 FEET SOUTH OF A SMALL BROOK,
 EE1153'ON THE SOUTH SIDE OF AN OLD TRAIL LEADING WEST ALONG THE BROOK,
 EE1153'28 FEET WEST OF THE CENTER LINE OF THE ROAD, 10 FEET SOUTH OF
 EE1153'THE WEST END OF THE STONE HEAD WALL OF CULVERT OVER THE BROOK,
 EE1153'SET IN A LARGE PROJECTION ROCK OUTCROP ABOUT 4 FEET ABOVE THE
 EE1153'ROAD.
 EE1153
 EE1153                          STATION RECOVERY (1966)
 EE1153
 EE1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EE1153'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1775 ***********************************************************************
 DG1775  DESIGNATION -  D 254
 DG1775  PID         -  DG1775
 DG1775  STATE/COUNTY-  AL/CLEBURNE
 DG1775  USGS QUAD   -  PIEDMONT (1983)
 DG1775
 DG1775                         *CURRENT SURVEY CONTROL
 DG1775  ___________________________________________________________________
 DG1775* NAD 83(1986)-  33 54 06.     (N)    085 31 37.     (W)     SCALED    
 DG1775* NAVD 88     -       228.311  (meters)     749.05   (feet)  ADJUSTED  
 DG1775  ___________________________________________________________________
 DG1775  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1775  DYNAMIC HT  -         228.069 (meters)     748.26  (feet)  COMP
 DG1775  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 DG1775
 DG1775  VERT ORDER  -  FIRST     CLASS II
 DG1775
 DG1775.The horizontal coordinates were scaled from a topographic map and have
 DG1775.an estimated accuracy of +/- 6 seconds.
 DG1775
 DG1775.The orthometric height was determined by differential leveling
 DG1775.and adjusted by the National Geodetic Survey in June 1991..
 DG1775
 DG1775.The geoid height was determined by GEOID03.
 DG1775
 DG1775.The dynamic height is computed by dividing the NAVD 88
 DG1775.geopotential number by the normal gravity value computed on the
 DG1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1775.degrees latitude (g = 980.6199 gals.).
 DG1775
 DG1775.The modeled gravity was interpolated from observed gravity values.
 DG1775
 DG1775;                    North         East    Units  Estimated Accuracy
 DG1775;SPC AL E     -   377,240.      228,340.      MT  (+/- 180 meters Scaled)
 DG1775
 DG1775                          SUPERSEDED SURVEY CONTROL
 DG1775
 DG1775  NGVD 29 (??/??/92)  228.25   (m)          748.9    (f) COMPUTED    1 2
 DG1775
 DG1775.Superseded values are not recommended for survey control.
 DG1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1775.See file dsdata.txt to determine how the superseded data were derived.
 DG1775
 DG1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC361522(NAD 83)
 DG1775_MARKER: DB = BENCH MARK DISK
 DG1775_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1775_SP_SET: CULVERT
 DG1775_STAMPING: D 254 1948
 DG1775_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1775
 DG1775  HISTORY     - Date     Condition        Report By
 DG1775  HISTORY     - 1948     MONUMENTED       CGS
 DG1775
 DG1775                          STATION DESCRIPTION
 DG1775
 DG1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1775'3.9 MI SW FROM BORDEN SPRINGS.
 DG1775'ABOUT 3.9 MILES SOUTHWEST ALONG THE SEABOARD AIRLINE RAILWAY FROM
 DG1775'THE STATION AT BORDEN SPRINGS, ABOUT 5.3 MILES EAST OF THE STATION
 DG1775'AT PIEDMONT, CALHOUN COUNTY, IN THE NORTHEAST ANGLE OF A DIRT ROAD
 DG1775'CROSSING THE TRACK, 10 1/2 RAILS NORTHEAST OF MILEPOST 650, 35.5
 DG1775'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE TRACK, 51 FEET
 DG1775'NORTHEAST OF THE CENTER LINE OF THE SOUTHEAST TANGENT OF THE
 DG1775'ROAD CROSSING THE TRACK, 19 FEET SOUTHEAST OF A 16-INCH CEDAR TREE,
 DG1775'34 FEET SOUTHEAST OF THE CENTER LINE OF THE NORTHEAST TANGENT OF
 DG1775'THE DIRT ROAD PARALLELING THE TRACK, 2 FEET NORTHEAST OF A WHITE
 DG1775'WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE CROSSING AND SET IN
 DG1775'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0837 ***********************************************************************
 EE0837  DESIGNATION -  D 255
 EE0837  PID         -  EE0837
 EE0837  STATE/COUNTY-  AL/CHEROKEE
 EE0837  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE0837
 EE0837                         *CURRENT SURVEY CONTROL
 EE0837  ___________________________________________________________________
 EE0837* NAD 83(1986)-  34 04 41.     (N)    085 27 37.     (W)     SCALED    
 EE0837* NAVD 88     -       220.036  (meters)     721.90   (feet)  ADJUSTED  
 EE0837  ___________________________________________________________________
 EE0837  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EE0837  DYNAMIC HT  -         219.806 (meters)     721.15  (feet)  COMP
 EE0837  MODELED GRAV-     979,588.0   (mgal)                       NAVD 88
 EE0837
 EE0837  VERT ORDER  -  SECOND    CLASS 0
 EE0837
 EE0837.The horizontal coordinates were scaled from a topographic map and have
 EE0837.an estimated accuracy of +/- 6 seconds.
 EE0837
 EE0837.The orthometric height was determined by differential leveling
 EE0837.and adjusted by the National Geodetic Survey in June 1991..
 EE0837
 EE0837.The geoid height was determined by GEOID03.
 EE0837
 EE0837.The dynamic height is computed by dividing the NAVD 88
 EE0837.geopotential number by the normal gravity value computed on the
 EE0837.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0837.degrees latitude (g = 980.6199 gals.).
 EE0837
 EE0837.The modeled gravity was interpolated from observed gravity values.
 EE0837
 EE0837;                    North         East    Units  Estimated Accuracy
 EE0837;SPC AL E     -   396,830.      234,430.      MT  (+/- 180 meters Scaled)
 EE0837
 EE0837                          SUPERSEDED SURVEY CONTROL
 EE0837
 EE0837  NGVD 29 (??/??/92)  219.957  (m)          721.64   (f) ADJ UNCH    2 0
 EE0837
 EE0837.Superseded values are not recommended for survey control.
 EE0837.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0837.See file dsdata.txt to determine how the superseded data were derived.
 EE0837
 EE0837_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC420718(NAD 83)
 EE0837_MARKER: DB = BENCH MARK DISK
 EE0837_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0837_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0837_STAMPING: D 255 1948
 EE0837_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0837+STABILITY: SURFACE MOTION
 EE0837
 EE0837  HISTORY     - Date     Condition        Report By
 EE0837  HISTORY     - 1948     MONUMENTED       CGS
 EE0837
 EE0837                          STATION DESCRIPTION
 EE0837
 EE0837'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE0837'0.6 MI S FROM FORNEY.
 EE0837'ABOUT 0.6 MILE SOUTH ALONG A ROAD TO ROCK RUN FROM THE JUNCTION
 EE0837'OF U.S. HIGHWAY 411 AT FORNEY, ABOUT 0.1 MILE SOUTH OF A SMALL
 EE0837'WOODEN BRIDGE AND THE JUNCTION OF A FARM ROAD LEADING EAST TO A
 EE0837'HOUSE, ON THE WEST SIDE OF THE ROAD AND THE EAST SIDE OF A STEEP
 EE0837'SLOPE, 25 FEET WEST OF THE CENTER LINE OF THE ROAD, 46 FEET
 EE0837'SOUTHWEST AND ACROSS THE ROAD FROM THE FIRST POWER POLE ON THE EAST
 EE0837'SIDE OF THE ROAD SOUTH OF A POINT WHERE POWER LINE CROSSES THE
 EE0837'ROAD, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET
 EE0837'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EE0837'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1048 ***********************************************************************
 EE1048  DESIGNATION -  D 256
 EE1048  PID         -  EE1048
 EE1048  STATE/COUNTY-  AL/CHEROKEE
 EE1048  USGS QUAD   -  ELLISVILLE (1986)
 EE1048
 EE1048                         *CURRENT SURVEY CONTROL
 EE1048  ___________________________________________________________________
 EE1048* NAD 83(1986)-  34 01 12.     (N)    085 31 11.     (W)     SCALED    
 EE1048* NAVD 88     -       210.138  (meters)     689.43   (feet)  ADJUSTED  
 EE1048  ___________________________________________________________________
 EE1048  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EE1048  DYNAMIC HT  -         209.918 (meters)     688.71  (feet)  COMP
 EE1048  MODELED GRAV-     979,583.0   (mgal)                       NAVD 88
 EE1048
 EE1048  VERT ORDER  -  SECOND    CLASS 0
 EE1048
 EE1048.The horizontal coordinates were scaled from a topographic map and have
 EE1048.an estimated accuracy of +/- 6 seconds.
 EE1048
 EE1048.The orthometric height was determined by differential leveling
 EE1048.and adjusted by the National Geodetic Survey in June 1991..
 EE1048
 EE1048.The geoid height was determined by GEOID03.
 EE1048
 EE1048.The dynamic height is computed by dividing the NAVD 88
 EE1048.geopotential number by the normal gravity value computed on the
 EE1048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1048.degrees latitude (g = 980.6199 gals.).
 EE1048
 EE1048.The modeled gravity was interpolated from observed gravity values.
 EE1048
 EE1048;                    North         East    Units  Estimated Accuracy
 EE1048;SPC AL E     -   390,370.      228,970.      MT  (+/- 180 meters Scaled)
 EE1048
 EE1048                          SUPERSEDED SURVEY CONTROL
 EE1048
 EE1048  NGVD 29 (??/??/92)  210.06   (m)          689.2    (f) COMPUTED    2 0
 EE1048
 EE1048.Superseded values are not recommended for survey control.
 EE1048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1048.See file dsdata.txt to determine how the superseded data were derived.
 EE1048
 EE1048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC366653(NAD 83)
 EE1048_MARKER: DB = BENCH MARK DISK
 EE1048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1048_STAMPING: D 256 1948
 EE1048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1048+STABILITY: SURFACE MOTION
 EE1048
 EE1048  HISTORY     - Date     Condition        Report By
 EE1048  HISTORY     - 1948     MONUMENTED       CGS
 EE1048
 EE1048                          STATION DESCRIPTION
 EE1048
 EE1048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1048'2.2 MI W FROM ROCK RUN.
 EE1048'ABOUT 2.15 MILES WEST ALONG A COUNTY ROAD FROM HARDINS STORE AT
 EE1048'ROCK RUN, AT THE NORTH CORNER OF THE YARD AT A FADED YELLOW PAINTED
 EE1048'FARM HOUSE ON THE SOUTHEAST SIDE OF THE ROAD, 30 FEET SOUTHEAST OF
 EE1048'THE CENTER LINE OF THE ROAD, 85 FEET NORTHEAST OF THE NORTH
 EE1048'CORNER OF THE HOUSE, 19 FEET NORTHEAST OF A 30-INCH OAK TREE, 4
 EE1048'FEET SOUTHEAST OF A GATE POST, 2 FEET SOUTHWEST OF A WIRE FENCE
 EE1048'LINE, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 EE1048'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EE1048'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1808 ***********************************************************************
 DG1808  DESIGNATION -  D 257
 DG1808  PID         -  DG1808
 DG1808  STATE/COUNTY-  AL/CALHOUN
 DG1808  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG1808
 DG1808                         *CURRENT SURVEY CONTROL
 DG1808  ___________________________________________________________________
 DG1808* NAD 83(1986)-  33 49 38.     (N)    085 52 21.     (W)     SCALED    
 DG1808* NAVD 88     -       174.749  (meters)     573.32   (feet)  ADJUSTED  
 DG1808  ___________________________________________________________________
 DG1808  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG1808  DYNAMIC HT  -         174.564 (meters)     572.72  (feet)  COMP
 DG1808  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 DG1808
 DG1808  VERT ORDER  -  FIRST     CLASS II
 DG1808
 DG1808.The horizontal coordinates were scaled from a topographic map and have
 DG1808.an estimated accuracy of +/- 6 seconds.
 DG1808
 DG1808.The orthometric height was determined by differential leveling
 DG1808.and adjusted by the National Geodetic Survey in June 1991..
 DG1808
 DG1808.The geoid height was determined by GEOID03.
 DG1808
 DG1808.The dynamic height is computed by dividing the NAVD 88
 DG1808.geopotential number by the normal gravity value computed on the
 DG1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1808.degrees latitude (g = 980.6199 gals.).
 DG1808
 DG1808.The modeled gravity was interpolated from observed gravity values.
 DG1808
 DG1808;                    North         East    Units  Estimated Accuracy
 DG1808;SPC AL E     -   368,940.      196,370.      MT  (+/- 180 meters Scaled)
 DG1808
 DG1808                          SUPERSEDED SURVEY CONTROL
 DG1808
 DG1808  NGVD 29 (??/??/92)  174.683  (m)          573.11   (f) ADJ UNCH    1 2
 DG1808
 DG1808.Superseded values are not recommended for survey control.
 DG1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1808.See file dsdata.txt to determine how the superseded data were derived.
 DG1808
 DG1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC043435(NAD 83)
 DG1808_MARKER: DB = BENCH MARK DISK
 DG1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1808_STAMPING: D 257 1948
 DG1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1808+STABILITY: SURFACE MOTION
 DG1808
 DG1808  HISTORY     - Date     Condition        Report By
 DG1808  HISTORY     - 1948     MONUMENTED       CGS
 DG1808
 DG1808                          STATION DESCRIPTION
 DG1808
 DG1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1808'1.3 MI NE FROM WELLINGTON.
 DG1808'ABOUT 1.3 MILES NORTHEAST ALONG THE SEABOARD AIRLINE RAILWAY FROM
 DG1808'THE STATION AT WELLINGTON, IN THE SOUTHWEST ANGLE OF A NORTH-SOUTH
 DG1808'GRAVEL CROSSROAD, 10 RAILS WEST OF MILE POST 672, 27 FEET WEST
 DG1808'OF THE CENTER LINE OF THE ROAD, 28 FEET SOUTHEAST OF THE SOUTHEAST
 DG1808'RAIL OF THE TRACK, 20 FEET NORTHEAST OF THE 1ST POLE SOUTHWEST
 DG1808'OF THE CROSSING, IN LINE WITH THE ROW OF POLES, 2 FEET NORTHEAST
 DG1808'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE CROSSING AND
 DG1808'SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1009 ***********************************************************************
 EE1009  DESIGNATION -  D 258
 EE1009  PID         -  EE1009
 EE1009  STATE/COUNTY-  AL/ETOWAH
 EE1009  USGS QUAD   -  BALLPLAY (1986)
 EE1009
 EE1009                         *CURRENT SURVEY CONTROL
 EE1009  ___________________________________________________________________
 EE1009* NAD 83(1986)-  34 00 48.     (N)    085 50 32.     (W)     SCALED    
 EE1009* NAVD 88     -       186.564  (meters)     612.09   (feet)  ADJUSTED  
 EE1009  ___________________________________________________________________
 EE1009  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE1009  DYNAMIC HT  -         186.369 (meters)     611.45  (feet)  COMP
 EE1009  MODELED GRAV-     979,586.5   (mgal)                       NAVD 88
 EE1009
 EE1009  VERT ORDER  -  SECOND    CLASS 0
 EE1009
 EE1009.The horizontal coordinates were scaled from a topographic map and have
 EE1009.an estimated accuracy of +/- 6 seconds.
 EE1009
 EE1009.The orthometric height was determined by differential leveling
 EE1009.and adjusted by the National Geodetic Survey in June 1991..
 EE1009
 EE1009.The geoid height was determined by GEOID03.
 EE1009
 EE1009.The dynamic height is computed by dividing the NAVD 88
 EE1009.geopotential number by the normal gravity value computed on the
 EE1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1009.degrees latitude (g = 980.6199 gals.).
 EE1009
 EE1009.The modeled gravity was interpolated from observed gravity values.
 EE1009
 EE1009;                    North         East    Units  Estimated Accuracy
 EE1009;SPC AL E     -   389,580.      199,180.      MT  (+/- 180 meters Scaled)
 EE1009
 EE1009                          SUPERSEDED SURVEY CONTROL
 EE1009
 EE1009  NGVD 29 (??/??/92)  186.52   (m)          611.9    (f) COMPUTED    2 0
 EE1009
 EE1009.Superseded values are not recommended for survey control.
 EE1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1009.See file dsdata.txt to determine how the superseded data were derived.
 EE1009
 EE1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC069642(NAD 83)
 EE1009_MARKER: DB = BENCH MARK DISK
 EE1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1009_STAMPING: D 258 1948
 EE1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1009+STABILITY: SURFACE MOTION
 EE1009
 EE1009  HISTORY     - Date     Condition        Report By
 EE1009  HISTORY     - 1948     MONUMENTED       CGS
 EE1009
 EE1009                          STATION DESCRIPTION
 EE1009
 EE1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1009'2 MI NE FROM HOKES BLUFF.
 EE1009'ABOUT 2.05 MILES NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 EE1009'BALLPLAY FROM THE HIGH SCHOOL AT HOKES BLUFF, ABOUT 0.55 MILE
 EE1009'NORTHEAST OF A CHURCH ON THE SOUTHEAST SIDE OF THE ROAD, ABOUT 0.3
 EE1009'MILE SOUTHWEST OF A CROSSROAD, ABOUT 0.15 MILE SOUTHWEST OF THE
 EE1009'JUNCTION OF A GRAVEL ROAD SOUTH, AT THE EAST CORNER OF A YARD AT A
 EE1009'WHITE FARM HOUSE ON THE NORTHWEST SIDE OF THE ROAD, AT A CURVE IN
 EE1009'IN THE ROAD WITH TANGENTS NORTHEAST AND SOUTH, 39 FEET NORTHWEST
 EE1009'OF THE CENTER LINE OF THE NORTHEAST TANGENT OF THE ROAD, 84.5
 EE1009'FEET NORTHEAST OF THE CENTER OF A CONCRETE WELL CASING, 107 FEET
 EE1009'EAST OF THE EAST CORNER OF THE PORCH TO THE FARM HOUSE, 35.5
 EE1009'FEET SOUTHWEST OF TELEPHONE POLE NO. 75, 3 FEET NORTHEAST OF R/W
 EE1009'STATION MARKER POST NO. P.T. 174+87.5, 1 1/2 FEET SOUTHEAST OF A
 EE1009'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 EE1009'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2045 ***********************************************************************
 DG2045  DESIGNATION -  D 259
 DG2045  PID         -  DG2045
 DG2045  STATE/COUNTY-  AL/CALHOUN
 DG2045  USGS QUAD   -  GLENCOE (1972)
 DG2045
 DG2045                         *CURRENT SURVEY CONTROL
 DG2045  ___________________________________________________________________
 DG2045* NAD 83(1986)-  33 55 10.     (N)    085 53 53.     (W)     SCALED    
 DG2045* NAVD 88     -       229.767  (meters)     753.83   (feet)  ADJUSTED  
 DG2045  ___________________________________________________________________
 DG2045  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG2045  DYNAMIC HT  -         229.524 (meters)     753.03  (feet)  COMP
 DG2045  MODELED GRAV-     979,574.6   (mgal)                       NAVD 88
 DG2045
 DG2045  VERT ORDER  -  SECOND    CLASS 0
 DG2045
 DG2045.The horizontal coordinates were scaled from a topographic map and have
 DG2045.an estimated accuracy of +/- 6 seconds.
 DG2045
 DG2045.The orthometric height was determined by differential leveling
 DG2045.and adjusted by the National Geodetic Survey in June 1991..
 DG2045
 DG2045.The geoid height was determined by GEOID03.
 DG2045
 DG2045.The dynamic height is computed by dividing the NAVD 88
 DG2045.geopotential number by the normal gravity value computed on the
 DG2045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2045.degrees latitude (g = 980.6199 gals.).
 DG2045
 DG2045.The modeled gravity was interpolated from observed gravity values.
 DG2045
 DG2045;                    North         East    Units  Estimated Accuracy
 DG2045;SPC AL E     -   379,170.      194,020.      MT  (+/- 180 meters Scaled)
 DG2045
 DG2045                          SUPERSEDED SURVEY CONTROL
 DG2045
 DG2045  NGVD 29 (??/??/92)  229.712  (m)          753.65   (f) ADJ UNCH    2 0
 DG2045
 DG2045.Superseded values are not recommended for survey control.
 DG2045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2045.See file dsdata.txt to determine how the superseded data were derived.
 DG2045
 DG2045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC018537(NAD 83)
 DG2045_MARKER: DB = BENCH MARK DISK
 DG2045_SETTING: 66 = SET IN ROCK OUTCROP
 DG2045_SP_SET: ROCK CUT
 DG2045_STAMPING: D 259 1948
 DG2045_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG2045+STABILITY: POSITION/ELEVATION WELL
 DG2045
 DG2045  HISTORY     - Date     Condition        Report By
 DG2045  HISTORY     - 1948     MONUMENTED       CGS
 DG2045
 DG2045                          STATION DESCRIPTION
 DG2045
 DG2045'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2045'1.5 MI SE FROM ROCK SPRING.
 DG2045'ABOUT 0.5 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DG2045'FROM THE STATION SIGN AT ROCK SPRING, THENCE ABOUT 1.0 MILE
 DG2045'EAST ALONG A GRAVEL ROAD TO ROY WEBB SCHOOL VIA COLVINS GAP AND
 DG2045'NEW LIBERTY CHURCH, IN THE WEST END OF A DEEP ROCK CUT AT THE
 DG2045'SUMMIT OF A LONG STEEP GRADE, ON THE SOUTH SIDE OF THE ROAD
 DG2045'IN A HORIZONTAL LAYER OF ROCK ON THE NORTH FACE OF THE ROCK CUT,
 DG2045'ABOUT 8 FEET EAST OF THE WEST END OF THE CUT, 12 FEET SOUTH OF
 DG2045'THE CENTER LINE OF THE ROAD AND ABOUT 1 FOOT ABOVE THE ROAD
 DG2045'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0825 ***********************************************************************
 BU0825  DESIGNATION -  D 26
 BU0825  PID         -  BU0825
 BU0825  STATE/COUNTY-  AL/MONROE
 BU0825  USGS QUAD   -  BEATRICE (1981)
 BU0825
 BU0825                         *CURRENT SURVEY CONTROL
 BU0825  ___________________________________________________________________
 BU0825* NAD 83(1986)-  31 38 28.     (N)    087 14 24.     (W)     SCALED    
 BU0825* NAVD 88     -        93.127  (meters)     305.53   (feet)  ADJUSTED  
 BU0825  ___________________________________________________________________
 BU0825  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU0825  DYNAMIC HT  -          93.015 (meters)     305.17  (feet)  COMP
 BU0825  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 BU0825
 BU0825  VERT ORDER  -  SECOND    CLASS 0
 BU0825
 BU0825.The horizontal coordinates were scaled from a topographic map and have
 BU0825.an estimated accuracy of +/- 6 seconds.
 BU0825
 BU0825.The orthometric height was determined by differential leveling
 BU0825.and adjusted by the National Geodetic Survey in June 1991..
 BU0825
 BU0825.The geoid height was determined by GEOID03.
 BU0825
 BU0825.The dynamic height is computed by dividing the NAVD 88
 BU0825.geopotential number by the normal gravity value computed on the
 BU0825.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0825.degrees latitude (g = 980.6199 gals.).
 BU0825
 BU0825.The modeled gravity was interpolated from observed gravity values.
 BU0825
 BU0825;                    North         East    Units  Estimated Accuracy
 BU0825;SPC AL W     -   181,960.      624,660.      MT  (+/- 180 meters Scaled)
 BU0825
 BU0825                          SUPERSEDED SURVEY CONTROL
 BU0825
 BU0825  NGVD 29 (??/??/92)   93.10   (m)          305.4    (f) COMPUTED    2 0
 BU0825
 BU0825.Superseded values are not recommended for survey control.
 BU0825.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0825.See file dsdata.txt to determine how the superseded data were derived.
 BU0825
 BU0825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA772006(NAD 83)
 BU0825_MARKER: DB = BENCH MARK DISK
 BU0825_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0825_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0825_STAMPING: D 26 1934
 BU0825_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0825+STABILITY: SURFACE MOTION
 BU0825
 BU0825  HISTORY     - Date     Condition        Report By
 BU0825  HISTORY     - 1934     MONUMENTED       CGS
 BU0825  HISTORY     - 1951     MARK NOT FOUND   NGS
 BU0825
 BU0825                          STATION DESCRIPTION
 BU0825
 BU0825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0825'IN TUNNEL SPRINGS.
 BU0825'216 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE STATION, 26-1/2
 BU0825'RAILS NORTH OF MILEPOST 655, 39 FEET SOUTHWEST OF A 36-INCH LIVE OAK
 BU0825'TREE, 33 FEET EAST OF THE EAST RAIL OF THE MAIN TRACK, AND 24 FEET
 BU0825'EAST OF THE EAST RAIL OF A SIDE TRACK, AND SET IN THE TOP OF A BADLY
 BU0825'BROKEN CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2058 ***********************************************************************
 DG2058  DESIGNATION -  D 260
 DG2058  PID         -  DG2058
 DG2058  STATE/COUNTY-  AL/CALHOUN
 DG2058  USGS QUAD   -  PIEDMONT NW (1983)
 DG2058
 DG2058                         *CURRENT SURVEY CONTROL
 DG2058  ___________________________________________________________________
 DG2058* NAD 83(1986)-  33 52 40.     (N)    085 44 14.     (W)     SCALED    
 DG2058* NAVD 88     -       211.887  (meters)     695.17   (feet)  ADJUSTED  
 DG2058  ___________________________________________________________________
 DG2058  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 DG2058  DYNAMIC HT  -         211.663 (meters)     694.43  (feet)  COMP
 DG2058  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 DG2058
 DG2058  VERT ORDER  -  SECOND    CLASS 0
 DG2058
 DG2058.The horizontal coordinates were scaled from a topographic map and have
 DG2058.an estimated accuracy of +/- 6 seconds.
 DG2058
 DG2058.The orthometric height was determined by differential leveling
 DG2058.and adjusted by the National Geodetic Survey in June 1991..
 DG2058
 DG2058.The geoid height was determined by GEOID03.
 DG2058
 DG2058.The dynamic height is computed by dividing the NAVD 88
 DG2058.geopotential number by the normal gravity value computed on the
 DG2058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2058.degrees latitude (g = 980.6199 gals.).
 DG2058
 DG2058.The modeled gravity was interpolated from observed gravity values.
 DG2058
 DG2058;                    North         East    Units  Estimated Accuracy
 DG2058;SPC AL E     -   374,550.      208,890.      MT  (+/- 180 meters Scaled)
 DG2058
 DG2058                          SUPERSEDED SURVEY CONTROL
 DG2058
 DG2058  NGVD 29 (??/??/92)  211.820  (m)          694.95   (f) ADJ UNCH    2 0
 DG2058
 DG2058.Superseded values are not recommended for survey control.
 DG2058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2058.See file dsdata.txt to determine how the superseded data were derived.
 DG2058
 DG2058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC167493(NAD 83)
 DG2058_MARKER: DB = BENCH MARK DISK
 DG2058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2058_STAMPING: D 260 1948
 DG2058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2058+STABILITY: SURFACE MOTION
 DG2058
 DG2058  HISTORY     - Date     Condition        Report By
 DG2058  HISTORY     - 1948     MONUMENTED       CGS
 DG2058
 DG2058                          STATION DESCRIPTION
 DG2058
 DG2058'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2058'1.4 MI NW FROM MAXWELLBORN.
 DG2058'ABOUT 1.05 MILES SOUTHWEST ALONG THE SEABOARD AIRLINE RAILWAY
 DG2058'FROM THE STATION AT MAXWELLBORN, THENCE ABOUT 0.4 MILE NORTH
 DG2058'ALONG A COUNTY ROAD, AT THE CREST OF THE FIRST GRADE NORTH OF
 DG2058'THE RAILWAY, AT THE JUNCTION OF A DIM WOODS ROAD LEADING EAST,
 DG2058'38 FEET EAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTH OF
 DG2058'THE CENTER LINE OF THE WOODS ROAD, 26 FEET NORTH-NORTHWEST OF
 DG2058'AN 8-INCH TRIANGULAR BLAZED PINE TREE, 18 FEET WEST-NORTHWEST
 DG2058'OF A 10-INCH TRIANGULAR BLAZED PINE TREE 2 FEET WEST OF A WHITE
 DG2058'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN
 DG2058'THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2077 ***********************************************************************
 DG2077  DESIGNATION -  D 261
 DG2077  PID         -  DG2077
 DG2077  STATE/COUNTY-  AL/CHEROKEE
 DG2077  USGS QUAD   -  PIEDMONT NW (1983)
 DG2077
 DG2077                         *CURRENT SURVEY CONTROL
 DG2077  ___________________________________________________________________
 DG2077* NAD 83(1986)-  33 59 43.     (N)    085 41 58.     (W)     SCALED    
 DG2077* NAVD 88     -       189.789  (meters)     622.67   (feet)  ADJUSTED  
 DG2077  ___________________________________________________________________
 DG2077  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DG2077  DYNAMIC HT  -         189.591 (meters)     622.02  (feet)  COMP
 DG2077  MODELED GRAV-     979,584.3   (mgal)                       NAVD 88
 DG2077
 DG2077  VERT ORDER  -  SECOND    CLASS 0
 DG2077
 DG2077.The horizontal coordinates were scaled from a topographic map and have
 DG2077.an estimated accuracy of +/- 6 seconds.
 DG2077
 DG2077.The orthometric height was determined by differential leveling
 DG2077.and adjusted by the National Geodetic Survey in June 1991..
 DG2077
 DG2077.The geoid height was determined by GEOID03.
 DG2077
 DG2077.The dynamic height is computed by dividing the NAVD 88
 DG2077.geopotential number by the normal gravity value computed on the
 DG2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2077.degrees latitude (g = 980.6199 gals.).
 DG2077
 DG2077.The modeled gravity was interpolated from observed gravity values.
 DG2077
 DG2077;                    North         East    Units  Estimated Accuracy
 DG2077;SPC AL E     -   387,590.      212,370.      MT  (+/- 180 meters Scaled)
 DG2077
 DG2077                          SUPERSEDED SURVEY CONTROL
 DG2077
 DG2077  NGVD 29 (??/??/92)  189.729  (m)          622.47   (f) ADJ UNCH    2 0
 DG2077
 DG2077.Superseded values are not recommended for survey control.
 DG2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2077.See file dsdata.txt to determine how the superseded data were derived.
 DG2077
 DG2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC201623(NAD 83)
 DG2077_MARKER: DB = BENCH MARK DISK
 DG2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2077_STAMPING: D 261 1948
 DG2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2077+STABILITY: SURFACE MOTION
 DG2077
 DG2077  HISTORY     - Date     Condition        Report By
 DG2077  HISTORY     - 1948     MONUMENTED       CGS
 DG2077
 DG2077                          STATION DESCRIPTION
 DG2077
 DG2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2077'1.3 MI W FROM GNATVILLE.
 DG2077'ABOUT 1.3 MILES WEST ALONG A COUNTY ROAD FROM THE CHURCH AT
 DG2077'GNATVILLE, ABOUT 0.6 MILE EAST OF A NORTH-SOUTH CROSS ROAD, ABOUT
 DG2077'0.1 MILE EAST OF A WHITE HOUSE ON THE NORTH SIDE OF THE ROAD, 88
 DG2077'YARDS WEST OF A 10-FOOT WOODEN BRIDGE, 160 FEET EAST OF THE
 DG2077'CENTER LINE OF A DIM ROAD NORTH, AT THE SUMMIT OF A LOW GRADE, IN
 DG2077'A SMALL GROVE OF CEDAR TREES, 131 FEET EAST OF NORTH END OF AN
 DG2077'18-INCH CORRUGATED PIPE CULVERT, 56 FEET WEST OF A 36-INCH OAK
 DG2077'TREE, 53 FEET EAST-NORTHEAST OF A LARGE TWIN TRUNK CEDAR TREE,
 DG2077'11 FEET SOUTHEAST OF A 20-INCH CEDAR TREE, 37 FEET EAST OF A DUG
 DG2077'WELL, 35 FEET NORTH OF THE CENTER LINE OF THE ROAD, 3.5 FEET WEST
 DG2077'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET
 DG2077'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1690 ***********************************************************************
 DG1690  DESIGNATION -  D 262
 DG1690  PID         -  DG1690
 DG1690  STATE/COUNTY-  AL/CLAY
 DG1690  USGS QUAD   -  DELTA (1983)
 DG1690
 DG1690                         *CURRENT SURVEY CONTROL
 DG1690  ___________________________________________________________________
 DG1690* NAD 83(1986)-  33 26 22.     (N)    085 41 56.     (W)     SCALED    
 DG1690* NAVD 88     -       337.718  (meters)    1108.00   (feet)  ADJUSTED  
 DG1690  ___________________________________________________________________
 DG1690  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG1690  DYNAMIC HT  -         337.344 (meters)    1106.77  (feet)  COMP
 DG1690  MODELED GRAV-     979,518.2   (mgal)                       NAVD 88
 DG1690
 DG1690  VERT ORDER  -  SECOND    CLASS 0
 DG1690
 DG1690.The horizontal coordinates were scaled from a topographic map and have
 DG1690.an estimated accuracy of +/- 6 seconds.
 DG1690
 DG1690.The orthometric height was determined by differential leveling
 DG1690.and adjusted by the National Geodetic Survey in June 1991..
 DG1690
 DG1690.The geoid height was determined by GEOID03.
 DG1690
 DG1690.The dynamic height is computed by dividing the NAVD 88
 DG1690.geopotential number by the normal gravity value computed on the
 DG1690.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1690.degrees latitude (g = 980.6199 gals.).
 DG1690
 DG1690.The modeled gravity was interpolated from observed gravity values.
 DG1690
 DG1690;                    North         East    Units  Estimated Accuracy
 DG1690;SPC AL E     -   325,940.      212,500.      MT  (+/- 180 meters Scaled)
 DG1690
 DG1690                          SUPERSEDED SURVEY CONTROL
 DG1690
 DG1690  NGVD 29 (??/??/92)  337.656  (m)         1107.79   (f) ADJ UNCH    2 0
 DG1690
 DG1690.Superseded values are not recommended for survey control.
 DG1690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1690.See file dsdata.txt to determine how the superseded data were derived.
 DG1690
 DG1690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC209007(NAD 83)
 DG1690_MARKER: DB = BENCH MARK DISK
 DG1690_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1690_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1690_STAMPING: D 262 1948
 DG1690_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1690+STABILITY: SURFACE MOTION
 DG1690
 DG1690  HISTORY     - Date     Condition        Report By
 DG1690  HISTORY     - 1948     MONUMENTED       CGS
 DG1690
 DG1690                          STATION DESCRIPTION
 DG1690
 DG1690'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1690'0.6 MI NW FROM DELTA.
 DG1690'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 9 FROM THE SCHOOL AT
 DG1690'DELTA, THENCE ABOUT 0.5 MILE WEST ALONG A ROAD TO UNION, AT THE
 DG1690'Y JUNCTION OF A ROAD LEADING SOUTHWEST TO MT. OLIVE AND PROVIDENCE,
 DG1690'IN THE ROAD TRIANGLE, 25 FEET SOUTH OF THE CENTER LINE OF THE MAIN
 DG1690'ROAD, 35 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD SOUTHWEST,
 DG1690'27 FEET EAST OF THE CONNECTING LEG OF THE ROAD, 18 FEET SOUTHWEST
 DG1690'OF A 24-INCH OAK TREE, 17 FEET SOUTHEAST OF AN 18-INCH OAK TREE,
 DG1690'2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE
 DG1690'THE MAIN ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1690'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1750 ***********************************************************************
 DG1750  DESIGNATION -  D 263
 DG1750  PID         -  DG1750
 DG1750  STATE/COUNTY-  AL/RANDOLPH
 DG1750  USGS QUAD   -  OFELIA (1976)
 DG1750
 DG1750                         *CURRENT SURVEY CONTROL
 DG1750  ___________________________________________________________________
 DG1750* NAD 83(1986)-  33 18 15.     (N)    085 31 30.     (W)     SCALED    
 DG1750* NAVD 88     -       303.204  (meters)     994.76   (feet)  ADJUSTED  
 DG1750  ___________________________________________________________________
 DG1750  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DG1750  DYNAMIC HT  -         302.859 (meters)     993.63  (feet)  COMP
 DG1750  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 DG1750
 DG1750  VERT ORDER  -  SECOND    CLASS 0
 DG1750
 DG1750.The horizontal coordinates were scaled from a topographic map and have
 DG1750.an estimated accuracy of +/- 6 seconds.
 DG1750
 DG1750.The orthometric height was determined by differential leveling
 DG1750.and adjusted by the National Geodetic Survey in June 1991..
 DG1750
 DG1750.The geoid height was determined by GEOID03.
 DG1750
 DG1750.The dynamic height is computed by dividing the NAVD 88
 DG1750.geopotential number by the normal gravity value computed on the
 DG1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1750.degrees latitude (g = 980.6199 gals.).
 DG1750
 DG1750.The modeled gravity was interpolated from observed gravity values.
 DG1750
 DG1750;                    North         East    Units  Estimated Accuracy
 DG1750;SPC AL E     -   310,970.      228,710.      MT  (+/- 180 meters Scaled)
 DG1750
 DG1750                          SUPERSEDED SURVEY CONTROL
 DG1750
 DG1750  NGVD 29 (??/??/92)  303.140  (m)          994.55   (f) ADJ UNCH    2 0
 DG1750
 DG1750.Superseded values are not recommended for survey control.
 DG1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1750.See file dsdata.txt to determine how the superseded data were derived.
 DG1750
 DG1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB373859(NAD 83)
 DG1750_MARKER: DB = BENCH MARK DISK
 DG1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1750_STAMPING: D 263 1948
 DG1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1750+STABILITY: SURFACE MOTION
 DG1750
 DG1750  HISTORY     - Date     Condition        Report By
 DG1750  HISTORY     - 1948     MONUMENTED       CGS
 DG1750
 DG1750                          STATION DESCRIPTION
 DG1750
 DG1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1750'2.6 MI W FROM WEDOWEE.
 DG1750'ABOUT 2.6 MILES WEST ALONG STATE HIGHWAY 48 FROM THE COURT
 DG1750'HOUSE AT WEDOWEE, ABOUT 0.4 MILE WEST OF THE JUNCTION OF A ROAD
 DG1750'LEADING NORTH, AT THE SOUTHWEST END OF A 6-FOOT CUT, 32 FEET
 DG1750'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, ABOUT 200 FEET
 DG1750'SOUTHWEST OF THE TOP OF A SMALL GRADE, 230 FEET SOUTHWEST OF A
 DG1750'HIGHWAY R/W MARKER POST, 94 FEET SOUTHWEST OF A TELEPHONE POLE,
 DG1750'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 DG1750'WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1750'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1529 ***********************************************************************
 DG1529  DESIGNATION -  D 264
 DG1529  PID         -  DG1529
 DG1529  STATE/COUNTY-  AL/TALLADEGA
 DG1529  USGS QUAD   -  CLAIRMONT SPRINGS (1983)
 DG1529
 DG1529                         *CURRENT SURVEY CONTROL
 DG1529  ___________________________________________________________________
 DG1529* NAD 83(1986)-  33 19 09.     (N)    085 58 58.     (W)     SCALED    
 DG1529* NAVD 88     -       285.384  (meters)     936.30   (feet)  ADJUSTED  
 DG1529  ___________________________________________________________________
 DG1529  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1529  DYNAMIC HT  -         285.063 (meters)     935.24  (feet)  COMP
 DG1529  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 DG1529
 DG1529  VERT ORDER  -  SECOND    CLASS 0
 DG1529
 DG1529.The horizontal coordinates were scaled from a topographic map and have
 DG1529.an estimated accuracy of +/- 6 seconds.
 DG1529
 DG1529.The orthometric height was determined by differential leveling
 DG1529.and adjusted by the National Geodetic Survey in June 1991..
 DG1529
 DG1529.The geoid height was determined by GEOID03.
 DG1529
 DG1529.The dynamic height is computed by dividing the NAVD 88
 DG1529.geopotential number by the normal gravity value computed on the
 DG1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1529.degrees latitude (g = 980.6199 gals.).
 DG1529
 DG1529.The modeled gravity was interpolated from observed gravity values.
 DG1529
 DG1529;                    North         East    Units  Estimated Accuracy
 DG1529;SPC AL E     -   312,600.      186,090.      MT  (+/- 180 meters Scaled)
 DG1529
 DG1529                          SUPERSEDED SURVEY CONTROL
 DG1529
 DG1529  NGVD 29 (??/??/92)  285.306  (m)          936.04   (f) ADJ UNCH    2 0
 DG1529
 DG1529.Superseded values are not recommended for survey control.
 DG1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1529.See file dsdata.txt to determine how the superseded data were derived.
 DG1529
 DG1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB946871(NAD 83)
 DG1529_MARKER: DB = BENCH MARK DISK
 DG1529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1529_STAMPING: D 264 1948
 DG1529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1529+STABILITY: SURFACE MOTION
 DG1529
 DG1529  HISTORY     - Date     Condition        Report By
 DG1529  HISTORY     - 1948     MONUMENTED       CGS
 DG1529
 DG1529                          STATION DESCRIPTION
 DG1529
 DG1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1529'1.8 MI SE FROM CHANDLER.
 DG1529'ABOUT 0.65 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE ATLANTIC
 DG1529'COAST LINE RAILWAY STATION AT CHANDLER, THENCE ABOUT 1.1 MILES
 DG1529'SOUTHEAST ALONG STATE HIGHWAY 48, ABOUT 0.15 MILE WEST OF THE
 DG1529'CLAY-TALLADEGA COUNTY LINE, ABOUT 0.2 MILE NORTHWEST OF A SMALL
 DG1529'STREAM, AT A DIM ROAD LEADING SOUTHEAST, NEAR THE CREST OF A HILL,
 DG1529'ABOUT 225 FEET NORTH OF A SAW MILL SITE, 91 FEET WEST AND ACROSS
 DG1529'THE DIM ROAD FROM A ROCK CHIMNEY OF OLD HOUSE SITE, 68 FEET
 DG1529'SOUTH OF THE CENTER OF THE JUNCTION, 16 FEET SOUTHWEST OF THE
 DG1529'CENTER LINE OF THE DIM ROAD SOUTHEAST, 1 FOOT ABOVE THE HIGHWAY
 DG1529'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1537 ***********************************************************************
 DG1537  DESIGNATION -  D 265
 DG1537  PID         -  DG1537
 DG1537  STATE/COUNTY-  AL/CLAY
 DG1537  USGS QUAD   -  CLAIRMONT SPRINGS (1983)
 DG1537
 DG1537                         *CURRENT SURVEY CONTROL
 DG1537  ___________________________________________________________________
 DG1537* NAD 83(1986)-  33 16 34.     (N)    085 53 01.     (W)     SCALED    
 DG1537* NAVD 88     -       316.425  (meters)    1038.14   (feet)  ADJUSTED  
 DG1537  ___________________________________________________________________
 DG1537  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG1537  DYNAMIC HT  -         316.066 (meters)    1036.96  (feet)  COMP
 DG1537  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 DG1537
 DG1537  VERT ORDER  -  SECOND    CLASS 0
 DG1537
 DG1537.The horizontal coordinates were scaled from a topographic map and have
 DG1537.an estimated accuracy of +/- 6 seconds.
 DG1537
 DG1537.The orthometric height was determined by differential leveling
 DG1537.and adjusted by the National Geodetic Survey in June 1991..
 DG1537
 DG1537.The geoid height was determined by GEOID03.
 DG1537
 DG1537.The dynamic height is computed by dividing the NAVD 88
 DG1537.geopotential number by the normal gravity value computed on the
 DG1537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1537.degrees latitude (g = 980.6199 gals.).
 DG1537
 DG1537.The modeled gravity was interpolated from observed gravity values.
 DG1537
 DG1537;                    North         East    Units  Estimated Accuracy
 DG1537;SPC AL E     -   307,820.      195,320.      MT  (+/- 180 meters Scaled)
 DG1537
 DG1537                          SUPERSEDED SURVEY CONTROL
 DG1537
 DG1537  NGVD 29 (??/??/92)  316.366  (m)         1037.94   (f) ADJ UNCH    2 0
 DG1537
 DG1537.Superseded values are not recommended for survey control.
 DG1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1537.See file dsdata.txt to determine how the superseded data were derived.
 DG1537
 DG1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB039824(NAD 83)
 DG1537_MARKER: DB = BENCH MARK DISK
 DG1537_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1537_SP_SET: BRIDGE
 DG1537_STAMPING: D 265 1948
 DG1537_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1537
 DG1537  HISTORY     - Date     Condition        Report By
 DG1537  HISTORY     - 1948     MONUMENTED       CGS
 DG1537
 DG1537                          STATION DESCRIPTION
 DG1537
 DG1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1537'2.8 MI NW FROM ASHLAND.
 DG1537'ABOUT 2.85 MILES NORTHWEST ALONG STATE HIGHWAY 48 FROM THE COURT
 DG1537'HOUSE AT ASHLAND, ABOUT 0.25 MILE NORTHWEST OF A ROAD SOUTHWEST,
 DG1537'ABOUT 0.65 MILE SOUTHEAST OF THE JUNCTION OF A ROAD SOUTH, AT THE
 DG1537'JUNCTION OF A ROAD SOUTHEAST, SET IN THE TOP OF THE WEST END OF
 DG1537'THE NORTH HEAD WALL OF A 10-FOOT CONCRETE BRIDGE, 35 FEET
 DG1537'NORTHWEST OF THE CENTER OF THE JUNCTION, 14 FEET NORTH OF AND
 DG1537'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0492 ***********************************************************************
 DH0492  DESIGNATION -  D 266
 DH0492  PID         -  DH0492
 DH0492  STATE/COUNTY-  AL/TALLADEGA
 DH0492  USGS QUAD   -  WINTERBORO (1984)
 DH0492
 DH0492                         *CURRENT SURVEY CONTROL
 DH0492  ___________________________________________________________________
 DH0492* NAD 83(1986)-  33 16 55.     (N)    086 12 24.     (W)     SCALED    
 DH0492* NAVD 88     -       171.161  (meters)     561.55   (feet)  ADJUSTED  
 DH0492  ___________________________________________________________________
 DH0492  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH0492  DYNAMIC HT  -         170.972 (meters)     560.93  (feet)  COMP
 DH0492  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 DH0492
 DH0492  VERT ORDER  -  SECOND    CLASS 0
 DH0492
 DH0492.The horizontal coordinates were scaled from a topographic map and have
 DH0492.an estimated accuracy of +/- 6 seconds.
 DH0492
 DH0492.The orthometric height was determined by differential leveling
 DH0492.and adjusted by the National Geodetic Survey in June 1991..
 DH0492
 DH0492.The geoid height was determined by GEOID03.
 DH0492
 DH0492.The dynamic height is computed by dividing the NAVD 88
 DH0492.geopotential number by the normal gravity value computed on the
 DH0492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0492.degrees latitude (g = 980.6199 gals.).
 DH0492
 DH0492.The modeled gravity was interpolated from observed gravity values.
 DH0492
 DH0492;                    North         East    Units  Estimated Accuracy
 DH0492;SPC AL E     -   308,530.      165,220.      MT  (+/- 180 meters Scaled)
 DH0492
 DH0492                          SUPERSEDED SURVEY CONTROL
 DH0492
 DH0492  NGVD 29 (??/??/92)  171.108  (m)          561.38   (f) ADJ UNCH    2 0
 DH0492
 DH0492.Superseded values are not recommended for survey control.
 DH0492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0492.See file dsdata.txt to determine how the superseded data were derived.
 DH0492
 DH0492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB738828(NAD 83)
 DH0492_MARKER: DB = BENCH MARK DISK
 DH0492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0492_STAMPING: D 266 1948
 DH0492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0492+STABILITY: SURFACE MOTION
 DH0492
 DH0492  HISTORY     - Date     Condition        Report By
 DH0492  HISTORY     - 1948     MONUMENTED       CGS
 DH0492
 DH0492                          STATION DESCRIPTION
 DH0492
 DH0492'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0492'2.75 MI S FROM WINTERBORO.
 DH0492'ABOUT 2.75 MILES SOUTH ALONG U. S. HIGHWAY 241 FROM THE SCHOOL AT
 DH0492'WINTERBORO, ABOUT 2.0 MILES NORTH OF THE BAPTIST CHURCH AT SYCAMORE,
 DH0492'ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF A ROAD NORTHEAST, ABOUT 0.5
 DH0492'MILE NORTH OF MORRIS STORE, 211 FEET SOUTHEAST OF THE CENTER OF THE
 DH0492'JUNCTION OF A ROAD SOUTHWEST, 48 FEET EAST OF THE CENTER LINE OF THE
 DH0492'HIGHWAY, 220 FEET SOUTH OF A FENCE CORNER, 120 FEET NORTHEAST AND
 DH0492'ACROSS THE HIGHWAY FROM THE EAST END OF MASONRY DRAIN GUTTER, 1 1/2
 DH0492'FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY
 DH0492'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0547 ***********************************************************************
 DH0547  DESIGNATION -  D 267
 DH0547  PID         -  DH0547
 DH0547  STATE/COUNTY-  AL/TALLADEGA
 DH0547  USGS QUAD   -  PORTER GAP (1987)
 DH0547
 DH0547                         *CURRENT SURVEY CONTROL
 DH0547  ___________________________________________________________________
 DH0547* NAD 83(1986)-  33 17 51.     (N)    086 01 01.     (W)     SCALED    
 DH0547* NAVD 88     -       300.272  (meters)     985.14   (feet)  ADJUSTED  
 DH0547  ___________________________________________________________________
 DH0547  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DH0547  DYNAMIC HT  -         299.934 (meters)     984.03  (feet)  COMP
 DH0547  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 DH0547
 DH0547  VERT ORDER  -  SECOND    CLASS 0
 DH0547
 DH0547.The horizontal coordinates were scaled from a topographic map and have
 DH0547.an estimated accuracy of +/- 6 seconds.
 DH0547
 DH0547.The orthometric height was determined by differential leveling
 DH0547.and adjusted by the National Geodetic Survey in June 1991..
 DH0547
 DH0547.The geoid height was determined by GEOID03.
 DH0547
 DH0547.The dynamic height is computed by dividing the NAVD 88
 DH0547.geopotential number by the normal gravity value computed on the
 DH0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0547.degrees latitude (g = 980.6199 gals.).
 DH0547
 DH0547.The modeled gravity was interpolated from observed gravity values.
 DH0547
 DH0547;                    North         East    Units  Estimated Accuracy
 DH0547;SPC AL E     -   310,200.      182,900.      MT  (+/- 180 meters Scaled)
 DH0547
 DH0547                          SUPERSEDED SURVEY CONTROL
 DH0547
 DH0547  NGVD 29 (??/??/92)  300.197  (m)          984.90   (f) ADJ UNCH    2 0
 DH0547
 DH0547.Superseded values are not recommended for survey control.
 DH0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0547.See file dsdata.txt to determine how the superseded data were derived.
 DH0547
 DH0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB915847(NAD 83)
 DH0547_MARKER: DB = BENCH MARK DISK
 DH0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0547_STAMPING: D 267 1948
 DH0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0547+STABILITY: SURFACE MOTION
 DH0547
 DH0547  HISTORY     - Date     Condition        Report By
 DH0547  HISTORY     - 1948     MONUMENTED       CGS
 DH0547  HISTORY     - 1969     MARK NOT FOUND   USGS
 DH0547  HISTORY     - 1982     MARK NOT FOUND   USGS
 DH0547
 DH0547                          STATION DESCRIPTION
 DH0547
 DH0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0547'2.95 MI S FROM CHANDLER.
 DH0547'ABOUT 2.95 MILES SOUTH ALONG HATCHET CREEK ROAD LEADING TO BULL GAP
 DH0547'CROSSROADS VIA CHANDLER SPRINGS SCHOOL, NEAR THE TALLADEGA-CLAY COUNTY
 DH0547'LINE, ABOUT 0.7 MILE SOUTH OF THE CROSSROADS AND CHANDLER SPRINGS
 DH0547'SCHOOL, ABOUT 0.1 MILE NORTH OF A FARMROAD, 27 FEET WEST OF THE CENTER
 DH0547'LINE OF THE ROAD, 59.5 FEET SOUTHWEST AND ACROSS THE ROAD FROM THE 1ST
 DH0547'POWER POLE ON EAST SIDE OF ROAD SOUTH OF THE POWER LINE CROSSING, 59
 DH0547'FEET NORTHWEST AND ACROSS ROAD FROM A FENCE CORNER, 2 FEET SOUTHWEST
 DH0547'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE
 DH0547'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DH0547
 DH0547                          STATION RECOVERY (1969)
 DH0547
 DH0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DH0547'MARK NOT FOUND.
 DH0547
 DH0547                          STATION RECOVERY (1982)
 DH0547
 DH0547'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 DH0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0582 ***********************************************************************
 DH0582  DESIGNATION -  D 268
 DH0582  PID         -  DH0582
 DH0582  STATE/COUNTY-  AL/COOSA
 DH0582  USGS QUAD   -  GOODWATER (1987)
 DH0582
 DH0582                         *CURRENT SURVEY CONTROL
 DH0582  ___________________________________________________________________
 DH0582* NAD 83(1986)-  33 05 31.     (N)    086 06 27.     (W)     SCALED    
 DH0582* NAVD 88     -       254.153  (meters)     833.83   (feet)  ADJUSTED  
 DH0582  ___________________________________________________________________
 DH0582  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH0582  DYNAMIC HT  -         253.863 (meters)     832.88  (feet)  COMP
 DH0582  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 DH0582
 DH0582  VERT ORDER  -  SECOND    CLASS 0
 DH0582
 DH0582.The horizontal coordinates were scaled from a topographic map and have
 DH0582.an estimated accuracy of +/- 6 seconds.
 DH0582
 DH0582.The orthometric height was determined by differential leveling
 DH0582.and adjusted by the National Geodetic Survey in June 1991..
 DH0582
 DH0582.The geoid height was determined by GEOID03.
 DH0582
 DH0582.The dynamic height is computed by dividing the NAVD 88
 DH0582.geopotential number by the normal gravity value computed on the
 DH0582.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0582.degrees latitude (g = 980.6199 gals.).
 DH0582
 DH0582.The modeled gravity was interpolated from observed gravity values.
 DH0582
 DH0582;                    North         East    Units  Estimated Accuracy
 DH0582;SPC AL E     -   287,430.      174,410.      MT  (+/- 180 meters Scaled)
 DH0582
 DH0582                          SUPERSEDED SURVEY CONTROL
 DH0582
 DH0582  NGVD 29 (??/??/92)  254.107  (m)          833.68   (f) ADJ UNCH    2 0
 DH0582
 DH0582.Superseded values are not recommended for survey control.
 DH0582.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0582.See file dsdata.txt to determine how the superseded data were derived.
 DH0582
 DH0582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB832618(NAD 83)
 DH0582_MARKER: DB = BENCH MARK DISK
 DH0582_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0582_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0582_STAMPING: D 268 1948
 DH0582_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0582+STABILITY: SURFACE MOTION
 DH0582
 DH0582  HISTORY     - Date     Condition        Report By
 DH0582  HISTORY     - 1948     MONUMENTED       CGS
 DH0582
 DH0582                          STATION DESCRIPTION
 DH0582
 DH0582'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0582'0.5 MI SE FROM PARKDALE.
 DH0582'ABOUT 0.5 MILE SOUTHEAST ALONG U. S. HIGHWAY 241 FROM THE METHODIST
 DH0582'CHURCH AT PARKDALE, IN THE SOUTH ANGLE OF A CROSS ROAD, AT THE
 DH0582'NORTHWEST END OF A CUT, 51 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DH0582'HIGHWAY, 61 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 88 FEET
 DH0582'NORTHWEST OF A POWER POLE, 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 DH0582'POST, 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 DH0582'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1566 ***********************************************************************
 DG1566  DESIGNATION -  D 269
 DG1566  PID         -  DG1566
 DG1566  STATE/COUNTY-  AL/CLAY
 DG1566  USGS QUAD   -  MILLERVILLE (1983)
 DG1566
 DG1566                         *CURRENT SURVEY CONTROL
 DG1566  ___________________________________________________________________
 DG1566* NAD 83(1986)-  33 10 27.     (N)    085 53 32.     (W)     SCALED    
 DG1566* NAVD 88     -       346.793  (meters)    1137.77   (feet)  ADJUSTED  
 DG1566  ___________________________________________________________________
 DG1566  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DG1566  DYNAMIC HT  -         346.399 (meters)    1136.48  (feet)  COMP
 DG1566  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 DG1566
 DG1566  VERT ORDER  -  SECOND    CLASS 0
 DG1566
 DG1566.The horizontal coordinates were scaled from a topographic map and have
 DG1566.an estimated accuracy of +/- 6 seconds.
 DG1566
 DG1566.The orthometric height was determined by differential leveling
 DG1566.and adjusted by the National Geodetic Survey in June 1991..
 DG1566
 DG1566.The geoid height was determined by GEOID03.
 DG1566
 DG1566.The dynamic height is computed by dividing the NAVD 88
 DG1566.geopotential number by the normal gravity value computed on the
 DG1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1566.degrees latitude (g = 980.6199 gals.).
 DG1566
 DG1566.The modeled gravity was interpolated from observed gravity values.
 DG1566
 DG1566;                    North         East    Units  Estimated Accuracy
 DG1566;SPC AL E     -   296,510.      194,510.      MT  (+/- 180 meters Scaled)
 DG1566
 DG1566                          SUPERSEDED SURVEY CONTROL
 DG1566
 DG1566  NGVD 29 (??/??/92)  346.744  (m)         1137.61   (f) ADJ UNCH    2 0
 DG1566
 DG1566.Superseded values are not recommended for survey control.
 DG1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1566.See file dsdata.txt to determine how the superseded data were derived.
 DG1566
 DG1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB032711(NAD 83)
 DG1566_MARKER: DB = BENCH MARK DISK
 DG1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1566_STAMPING: D 269 1949
 DG1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1566+STABILITY: SURFACE MOTION
 DG1566
 DG1566  HISTORY     - Date     Condition        Report By
 DG1566  HISTORY     - 1949     MONUMENTED       CGS
 DG1566
 DG1566                          STATION DESCRIPTION
 DG1566
 DG1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1566'3.2 MI SE FROM MILLERVILLE.
 DG1566'ABOUT 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE
 DG1566'CEMETERY AT MILLERVILLE, THENCE ABOUT 2.0 MILES SOUTH AND
 DG1566'SOUTHEAST ALONG A ROAD LEADING TO GUTHRIES CHAPEL, NEAR THE CREST
 DG1566'OF A LONG HILL, NEAR THE SOUTH END OF A THRU CUT, 64 FEET
 DG1566'SOUTH-SOUTHEAST OF THE CREST OF THE HILL, 65 FEET SOUTHEAST AND
 DG1566'ACROSS THE ROAD FROM A TRIANGULAR BLAZED 9-INCH OAK TREE, 29
 DG1566'FEET EAST OF THE CENTER LINE OF THE ROAD, 8 FEET NORTHWEST OF
 DG1566'A TRIANGULAR BLAZED 9-INCH OAK TREE, 2 FEET SOUTH OF A WHITE WOODEN
 DG1566'WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 DG1566'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1515 ***********************************************************************
 DG1515  DESIGNATION -  D 271
 DG1515  PID         -  DG1515
 DG1515  STATE/COUNTY-  AL/TALLAPOOSA
 DG1515  USGS QUAD   -  HACKNEYVILLE (1969)
 DG1515
 DG1515                         *CURRENT SURVEY CONTROL
 DG1515  ___________________________________________________________________
 DG1515* NAD 83(1986)-  33 03 40.     (N)    085 56 02.     (W)     SCALED    
 DG1515* NAVD 88     -       215.519  (meters)     707.08   (feet)  ADJUSTED  
 DG1515  ___________________________________________________________________
 DG1515  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DG1515  DYNAMIC HT  -         215.272 (meters)     706.27  (feet)  COMP
 DG1515  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 DG1515
 DG1515  VERT ORDER  -  SECOND    CLASS 0
 DG1515
 DG1515.The horizontal coordinates were scaled from a topographic map and have
 DG1515.an estimated accuracy of +/- 6 seconds.
 DG1515
 DG1515.The orthometric height was determined by differential leveling
 DG1515.and adjusted by the National Geodetic Survey in June 1991..
 DG1515
 DG1515.The geoid height was determined by GEOID03.
 DG1515
 DG1515.The dynamic height is computed by dividing the NAVD 88
 DG1515.geopotential number by the normal gravity value computed on the
 DG1515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1515.degrees latitude (g = 980.6199 gals.).
 DG1515
 DG1515.The modeled gravity was interpolated from observed gravity values.
 DG1515
 DG1515;                    North         East    Units  Estimated Accuracy
 DG1515;SPC AL E     -   283,980.      190,610.      MT  (+/- 180 meters Scaled)
 DG1515
 DG1515                          SUPERSEDED SURVEY CONTROL
 DG1515
 DG1515  NGVD 29 (??/??/92)  215.475  (m)          706.94   (f) ADJ UNCH    2 0
 DG1515
 DG1515.Superseded values are not recommended for survey control.
 DG1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1515.See file dsdata.txt to determine how the superseded data were derived.
 DG1515
 DG1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB995585(NAD 83)
 DG1515_MARKER: DB = BENCH MARK DISK
 DG1515_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1515_SP_SET: BUILDING
 DG1515_STAMPING: D 271 1949
 DG1515_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1515
 DG1515  HISTORY     - Date     Condition        Report By
 DG1515  HISTORY     - 1949     MONUMENTED       CGS
 DG1515
 DG1515                          STATION DESCRIPTION
 DG1515
 DG1515'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1515'AT HACKNEYVILLE.
 DG1515'AT HACKNEYVILLE, SET VERTICALLY IN THE NORTH WALL OF THE HIGH SCHOOL,
 DG1515'71 FEET EAST OF THE CENTER OF THE NORTH ENTRANCE TO THE BUILDING,
 DG1515'5 1/2 FEET WEST OF THE NORTHEAST CORNER AND 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0567 ***********************************************************************
 DH0567  DESIGNATION -  D 272
 DH0567  PID         -  DH0567
 DH0567  STATE/COUNTY-  AL/COOSA
 DH0567  USGS QUAD   -  GOODWATER (1987)
 DH0567
 DH0567                         *CURRENT SURVEY CONTROL
 DH0567  ___________________________________________________________________
 DH0567* NAD 83(1986)-  33 03 51.     (N)    086 03 16.     (W)     SCALED    
 DH0567* NAVD 88     -       257.387  (meters)     844.44   (feet)  ADJUSTED  
 DH0567  ___________________________________________________________________
 DH0567  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH0567  DYNAMIC HT  -         257.091 (meters)     843.47  (feet)  COMP
 DH0567  MODELED GRAV-     979,484.5   (mgal)                       NAVD 88
 DH0567
 DH0567  VERT ORDER  -  SECOND    CLASS 0
 DH0567
 DH0567.The horizontal coordinates were scaled from a topographic map and have
 DH0567.an estimated accuracy of +/- 6 seconds.
 DH0567
 DH0567.The orthometric height was determined by differential leveling
 DH0567.and adjusted by the National Geodetic Survey in June 1991..
 DH0567
 DH0567.The geoid height was determined by GEOID03.
 DH0567
 DH0567.The dynamic height is computed by dividing the NAVD 88
 DH0567.geopotential number by the normal gravity value computed on the
 DH0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0567.degrees latitude (g = 980.6199 gals.).
 DH0567
 DH0567.The modeled gravity was interpolated from observed gravity values.
 DH0567
 DH0567;                    North         East    Units  Estimated Accuracy
 DH0567;SPC AL E     -   284,330.      179,350.      MT  (+/- 180 meters Scaled)
 DH0567
 DH0567                          SUPERSEDED SURVEY CONTROL
 DH0567
 DH0567  NGVD 29 (??/??/92)  257.344  (m)          844.30   (f) ADJ UNCH    2 0
 DH0567
 DH0567.Superseded values are not recommended for survey control.
 DH0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0567.See file dsdata.txt to determine how the superseded data were derived.
 DH0567
 DH0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB882587(NAD 83)
 DH0567_MARKER: DB = BENCH MARK DISK
 DH0567_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0567_SP_SET: WALL
 DH0567_STAMPING: D 272 1949
 DH0567_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0567
 DH0567  HISTORY     - Date     Condition        Report By
 DH0567  HISTORY     - 1949     MONUMENTED       CGS
 DH0567
 DH0567                          STATION DESCRIPTION
 DH0567
 DH0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0567'IN GOOD WATER.
 DH0567'AT GOODWATER, ABOUT 0.1 MILE SOUTH ALONG U.S. HIGHWAY 241 FROM THE
 DH0567'JUNCTION OF STATE HIGHWAY 9, SET VERTICALLY IN THE SOUTH WALL OF THE
 DH0567'BUILDING HOUSING THE ALABAMA POWER AND LIGHT COMPANY, 1 1/2 FEET EAST
 DH0567'OF THE SOUTHWEST CORNER OF THE BUILDING AND ABOUT 2 FEET ABOVE THE
 DH0567'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1328 ***********************************************************************
 CM1328  DESIGNATION -  D 273
 CM1328  PID         -  CM1328
 CM1328  STATE/COUNTY-  AL/TALLAPOOSA
 CM1328  USGS QUAD   -  OUR TOWN (1971)
 CM1328
 CM1328                         *CURRENT SURVEY CONTROL
 CM1328  ___________________________________________________________________
 CM1328* NAD 83(1986)-  32 48 08.     (N)    085 56 40.     (W)     SCALED    
 CM1328* NAVD 88     -       192.432  (meters)     631.34   (feet)  ADJUSTED  
 CM1328  ___________________________________________________________________
 CM1328  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CM1328  DYNAMIC HT  -         192.206 (meters)     630.60  (feet)  COMP
 CM1328  MODELED GRAV-     979,463.3   (mgal)                       NAVD 88
 CM1328
 CM1328  VERT ORDER  -  SECOND    CLASS 0
 CM1328
 CM1328.The horizontal coordinates were scaled from a topographic map and have
 CM1328.an estimated accuracy of +/- 6 seconds.
 CM1328
 CM1328.The orthometric height was determined by differential leveling
 CM1328.and adjusted by the National Geodetic Survey in June 1991..
 CM1328
 CM1328.The geoid height was determined by GEOID03.
 CM1328
 CM1328.The dynamic height is computed by dividing the NAVD 88
 CM1328.geopotential number by the normal gravity value computed on the
 CM1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1328.degrees latitude (g = 980.6199 gals.).
 CM1328
 CM1328.The modeled gravity was interpolated from observed gravity values.
 CM1328
 CM1328;                    North         East    Units  Estimated Accuracy
 CM1328;SPC AL E     -   255,270.      189,590.      MT  (+/- 180 meters Scaled)
 CM1328
 CM1328                          SUPERSEDED SURVEY CONTROL
 CM1328
 CM1328  NGVD 29 (??/??/92)  192.410  (m)          631.27   (f) ADJ UNCH    2 0
 CM1328
 CM1328.Superseded values are not recommended for survey control.
 CM1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1328.See file dsdata.txt to determine how the superseded data were derived.
 CM1328
 CM1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB988298(NAD 83)
 CM1328_MARKER: DB = BENCH MARK DISK
 CM1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1328_STAMPING: D 273 1949
 CM1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1328+STABILITY: SURFACE MOTION
 CM1328
 CM1328  HISTORY     - Date     Condition        Report By
 CM1328  HISTORY     - 1949     MONUMENTED       CGS
 CM1328
 CM1328                          STATION DESCRIPTION
 CM1328
 CM1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CM1328'2.2 MI S FROM OUR TOWN.
 CM1328'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 63 FROM THE CROSSROADS
 CM1328'AT OUR TOWN, ABOUT 2.6 MILES NORTH OF THE COTTON GIN AT BENSON, AT
 CM1328'AN UNPAINTED HOUSE ON SOUTHWEST SIDE OF HIGHWAY, ABOUT 0.2 MILE
 CM1328'SOUTHEAST OF A CROSS ROAD, ABOUT 0.15 MILE SOUTHEAST OF THE CROSSING
 CM1328'OF A STEEL TOWER POWER TRANSMISSION LINE, 133 FEET NORTH OF A WELL,
 CM1328'69 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 22
 CM1328'FEET WEST OF THE CENTER LINE OF THE DRIVE TO HOUSE, 57 FEET
 CM1328'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT BELOW THE
 CM1328'HIGHWAY, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, AND
 CM1328'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1487 ***********************************************************************
 DG1487  DESIGNATION -  D 274
 DG1487  PID         -  DG1487
 DG1487  STATE/COUNTY-  AL/TALLAPOOSA
 DG1487  USGS QUAD   -  DAVISTON (1969)
 DG1487
 DG1487                         *CURRENT SURVEY CONTROL
 DG1487  ___________________________________________________________________
 DG1487* NAD 83(1986)-  33 02 33.     (N)    085 44 11.     (W)     SCALED    
 DG1487* NAVD 88     -       247.797  (meters)     812.98   (feet)  ADJUSTED  
 DG1487  ___________________________________________________________________
 DG1487  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DG1487  DYNAMIC HT  -         247.511 (meters)     812.04  (feet)  COMP
 DG1487  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 DG1487
 DG1487  VERT ORDER  -  SECOND    CLASS 0
 DG1487
 DG1487.The horizontal coordinates were scaled from a topographic map and have
 DG1487.an estimated accuracy of +/- 6 seconds.
 DG1487
 DG1487.The orthometric height was determined by differential leveling
 DG1487.and adjusted by the National Geodetic Survey in June 1991..
 DG1487
 DG1487.The geoid height was determined by GEOID03.
 DG1487
 DG1487.The dynamic height is computed by dividing the NAVD 88
 DG1487.geopotential number by the normal gravity value computed on the
 DG1487.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1487.degrees latitude (g = 980.6199 gals.).
 DG1487
 DG1487.The modeled gravity was interpolated from observed gravity values.
 DG1487
 DG1487;                    North         East    Units  Estimated Accuracy
 DG1487;SPC AL E     -   281,910.      209,060.      MT  (+/- 180 meters Scaled)
 DG1487
 DG1487                          SUPERSEDED SURVEY CONTROL
 DG1487
 DG1487  NGVD 29 (??/??/92)  247.751  (m)          812.83   (f) ADJ UNCH    2 0
 DG1487
 DG1487.Superseded values are not recommended for survey control.
 DG1487.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1487.See file dsdata.txt to determine how the superseded data were derived.
 DG1487
 DG1487_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB179567(NAD 83)
 DG1487_MARKER: DB = BENCH MARK DISK
 DG1487_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1487_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1487_STAMPING: D 274 1949
 DG1487_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1487+STABILITY: SURFACE MOTION
 DG1487
 DG1487  HISTORY     - Date     Condition        Report By
 DG1487  HISTORY     - 1949     MONUMENTED       CGS
 DG1487
 DG1487                          STATION DESCRIPTION
 DG1487
 DG1487'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1487'3.4 MI E FROM NEW SITE.
 DG1487'ABOUT 3.4 MILES EAST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL
 DG1487'AT NEW SITE, ABOUT 0.8 MILE SOUTHEAST OF THE CROSSING OF A TWIN
 DG1487'STEEL TOWER POWER TRANSMISSION LINE, ABOUT 1.35 MILES NORTHWEST OF
 DG1487'A CHURCH ON SOUTH SIDE OF ROAD, ABOUT 0.5 MILE NORTHWEST OF THE
 DG1487'JUNCTION OF A ROAD SOUTH, 57 FEET SOUTHWEST OF THE CENTER LINE
 DG1487'OF THE HIGHWAY, 68 FEET WEST OF THE CENTER OF THE JUNCTION OF THE
 DG1487'OLD HIGHWAY BED LEADING EAST, 74 1/2 FEET NORTH-NORTHWEST OF THE
 DG1487'NORTH CORNER OF A HOUSE, 24 FEET SOUTHEAST OF THE CENTER LINE OF A
 DG1487'FARM ROAD SOUTHWEST, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 DG1487'1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 DG1487'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0835 ***********************************************************************
 DH0835  DESIGNATION -  D 275 RESET
 DH0835  PID         -  DH0835
 DH0835  STATE/COUNTY-  AL/SHELBY
 DH0835  USGS QUAD   -  ALABASTER (1980)
 DH0835
 DH0835                         *CURRENT SURVEY CONTROL
 DH0835  ___________________________________________________________________
 DH0835* NAD 83(1986)-  33 14 48.     (N)    086 48 57.     (W)     SCALED    
 DH0835* NAVD 88     -       148.24   (meters)     486.4    (feet)  RESET     
 DH0835  ___________________________________________________________________
 DH0835  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0835
 DH0835  VERT ORDER  -  THIRD
 DH0835
 DH0835.The horizontal coordinates were scaled from a topographic map and have
 DH0835.an estimated accuracy of +/- 6 seconds.
 DH0835
 DH0835.The orthometric height was computed from unverified reset data.
 DH0835
 DH0835.The geoid height was determined by GEOID03.
 DH0835
 DH0835;                    North         East    Units  Estimated Accuracy
 DH0835;SPC AL W     -   360,180.      663,760.      MT  (+/- 180 meters Scaled)
 DH0835
 DH0835                          SUPERSEDED SURVEY CONTROL
 DH0835
 DH0835  NGVD 29 (??/??/??)  148.19   (m)          486.2    (f) RESET       3  
 DH0835
 DH0835.Superseded values are not recommended for survey control.
 DH0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0835.See file dsdata.txt to determine how the superseded data were derived.
 DH0835
 DH0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB171786(NAD 83)
 DH0835_MARKER: DB = BENCH MARK DISK
 DH0835_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0835_SP_SET: CULVERT
 DH0835_STAMPING: D 275 RESET 1954
 DH0835_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0835
 DH0835  HISTORY     - Date     Condition        Report By
 DH0835  HISTORY     - 1954     MONUMENTED       ALHD
 DH0835  HISTORY     - 1955     GOOD             NGS
 DH0835
 DH0835                          STATION DESCRIPTION
 DH0835
 DH0835'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DH0835'3 MI NW FROM SAGINAW.
 DH0835'3 MILES NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH0835'SAGINAW, SHELBY COUNTY, 2.6 MILES SOUTH OF THE OVERPASS OVER THE
 DH0835'ATLANTIC COAST LINE RAILROAD AT PELHAM, 0.7 MILE NORTH OF THE SCHOOL
 DH0835'FOR COLORED AT ALABASTER, AT THE NORTH END OF THE ALABASTER BUSINESS
 DH0835'DISTRICT, 50 YARDS SOUTH OF THE CROSSING OF A POWER-TRANSMISSION LINE,
 DH0835'AT A 3-FOOT CONCRETE CULVERT, IN THE TOP OF THE SOUTH END OF THE WEST
 DH0835'HEAD WALL, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 DH0835'STAMPED D 275 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0815 ***********************************************************************
 DH0815  DESIGNATION -  D 276
 DH0815  PID         -  DH0815
 DH0815  STATE/COUNTY-  AL/SHELBY
 DH0815  USGS QUAD   -  ALABASTER (1980)
 DH0815
 DH0815                         *CURRENT SURVEY CONTROL
 DH0815  ___________________________________________________________________
 DH0815* NAD 83(1986)-  33 13 38.     (N)    086 47 35.     (W)     SCALED    
 DH0815* NAVD 88     -       237.815  (meters)     780.23   (feet)  ADJUSTED  
 DH0815  ___________________________________________________________________
 DH0815  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0815  DYNAMIC HT  -         237.552 (meters)     779.37  (feet)  COMP
 DH0815  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 DH0815
 DH0815  VERT ORDER  -  SECOND    CLASS 0
 DH0815
 DH0815.The horizontal coordinates were scaled from a topographic map and have
 DH0815.an estimated accuracy of +/- 6 seconds.
 DH0815
 DH0815.The orthometric height was determined by differential leveling
 DH0815.and adjusted by the National Geodetic Survey in June 1991..
 DH0815
 DH0815.The geoid height was determined by GEOID03.
 DH0815
 DH0815.The dynamic height is computed by dividing the NAVD 88
 DH0815.geopotential number by the normal gravity value computed on the
 DH0815.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0815.degrees latitude (g = 980.6199 gals.).
 DH0815
 DH0815.The modeled gravity was interpolated from observed gravity values.
 DH0815
 DH0815;                    North         East    Units  Estimated Accuracy
 DH0815;SPC AL W     -   358,030.      665,890.      MT  (+/- 180 meters Scaled)
 DH0815
 DH0815                          SUPERSEDED SURVEY CONTROL
 DH0815
 DH0815  NGVD 29 (??/??/92)  237.775  (m)          780.10   (f) ADJ UNCH    2 0
 DH0815
 DH0815.Superseded values are not recommended for survey control.
 DH0815.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0815.See file dsdata.txt to determine how the superseded data were derived.
 DH0815
 DH0815_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB192764(NAD 83)
 DH0815_MARKER: DB = BENCH MARK DISK
 DH0815_SETTING: 80 = SET IN A BOULDER
 DH0815_SP_SET: BOULDER
 DH0815_STAMPING: D-276 1949
 DH0815_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0815+STABILITY: SURFACE MOTION
 DH0815
 DH0815  HISTORY     - Date     Condition        Report By
 DH0815  HISTORY     - 1949     MONUMENTED       CGS
 DH0815  HISTORY     - 1962     GOOD             NGS
 DH0815
 DH0815                          STATION DESCRIPTION
 DH0815
 DH0815'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 DH0815'1 MI N FROM SAGINAW.
 DH0815'TO REACH THE MARK DRIVE NORTH ON U S 31 FROM THE RAILROAD CROSSING AT
 DH0815'THE SAGINAW LIME WORKS 0.55 MILE TO A DIRT ROAD TO THE RIGHT WHICH HAS
 DH0815'A LOCKED GATE OWNED BY MR. C. H. FULTON OF SAGINAW, ALABAMA. FROM THE
 DH0815'INTERSECTION OF U S 31 AND THE WINDING DIRT ROAD, DRIVE 0.50 MILE TO
 DH0815'THE MARK ON THE RIGHT SIDE OF THE ROAD IN A LARGE BOULDER.  THE MARK
 DH0815'IS 11 INCHES WEST OF THE CENTERLINE OF THE ROAD, 14.5 FEET NORTH OF A
 DH0815'BLAZED 10 INCH PINE TREE, AND 31 FEET S S W OF A BLAZED 14 INCH PINE
 DH0815'TREE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0897 ***********************************************************************
 DH0897  DESIGNATION -  D 277
 DH0897  PID         -  DH0897
 DH0897  STATE/COUNTY-  AL/SHELBY
 DH0897  USGS QUAD   -  COLUMBIANA (1980)
 DH0897
 DH0897                         *CURRENT SURVEY CONTROL
 DH0897  ___________________________________________________________________
 DH0897* NAD 83(1986)-  33 10 52.     (N)    086 37 22.     (W)     SCALED    
 DH0897* NAVD 88     -       158.958  (meters)     521.51   (feet)  ADJUSTED  
 DH0897  ___________________________________________________________________
 DH0897  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0897  DYNAMIC HT  -         158.780 (meters)     520.93  (feet)  COMP
 DH0897  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 DH0897
 DH0897  VERT ORDER  -  SECOND    CLASS 0
 DH0897
 DH0897.The horizontal coordinates were scaled from a topographic map and have
 DH0897.an estimated accuracy of +/- 6 seconds.
 DH0897
 DH0897.The orthometric height was determined by differential leveling
 DH0897.and adjusted by the National Geodetic Survey in June 1991..
 DH0897
 DH0897.The geoid height was determined by GEOID03.
 DH0897
 DH0897.The dynamic height is computed by dividing the NAVD 88
 DH0897.geopotential number by the normal gravity value computed on the
 DH0897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0897.degrees latitude (g = 980.6199 gals.).
 DH0897
 DH0897.The modeled gravity was interpolated from observed gravity values.
 DH0897
 DH0897;                    North         East    Units  Estimated Accuracy
 DH0897;SPC AL W     -   353,040.      681,810.      MT  (+/- 180 meters Scaled)
 DH0897
 DH0897                          SUPERSEDED SURVEY CONTROL
 DH0897
 DH0897  NGVD 29 (??/??/92)  158.909  (m)          521.35   (f) ADJ UNCH    2 0
 DH0897
 DH0897.Superseded values are not recommended for survey control.
 DH0897.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0897.See file dsdata.txt to determine how the superseded data were derived.
 DH0897
 DH0897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB351714(NAD 83)
 DH0897_MARKER: DB = BENCH MARK DISK
 DH0897_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0897_SP_SET: BUILDING
 DH0897_STAMPING: D 277 1949
 DH0897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0897
 DH0897  HISTORY     - Date     Condition        Report By
 DH0897  HISTORY     - 1949     MONUMENTED       CGS
 DH0897  HISTORY     - 20030706 MARK NOT FOUND   GEOCAC
 DH0897
 DH0897                          STATION DESCRIPTION
 DH0897
 DH0897'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0897'1.2 MI W FROM COLUMBIANA.
 DH0897'ABOUT 1.2 MILES WEST ALONG A ROAD LEADING TO THE COLUMBIANA AIRPORT
 DH0897'FROM THE COURT HOUSE AT COLUMBIANA, AT THE AIRPORT, SET VERTICALLY IN
 DH0897'THE SOUTHEAST FACE OF THE CONCRETE FOUNDATION OF THE RED BRICK AND
 DH0897'STONE HANGAR BUILDING, 14 1/2 FEET SOUTHWEST OF THE EAST CORNER AND
 DH0897'1.3 FEET ABOVE THE GROUND.
 DH0897
 DH0897                          STATION RECOVERY (2003)
 DH0897
 DH0897'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0897'THE AIRPORT AND HANGAR MENTIONED IN THE 1949 MONUMENTED DESCRIPTION NO
 DH0897'LONGER EXIST. THIS AREA IS NOW AN INDUSTRIAL PARK AND THE LOCATION
 DH0897'WHERE THE MARK SHOULD BE LOCATED IS AN ALABAMA POWER COMPANY
 DH0897'DISTRIBUTION SUBSTATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0873 ***********************************************************************
 DH0873  DESIGNATION -  D 278
 DH0873  PID         -  DH0873
 DH0873  STATE/COUNTY-  AL/SHELBY
 DH0873  USGS QUAD   -  WESTOVER (1982)
 DH0873
 DH0873                         *CURRENT SURVEY CONTROL
 DH0873  ___________________________________________________________________
 DH0873* NAD 83(1986)-  33 15 07.     (N)    086 34 08.     (W)     SCALED    
 DH0873* NAVD 88     -       157.902  (meters)     518.05   (feet)  ADJUSTED  
 DH0873  ___________________________________________________________________
 DH0873  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0873  DYNAMIC HT  -         157.726 (meters)     517.47  (feet)  COMP
 DH0873  MODELED GRAV-     979,522.1   (mgal)                       NAVD 88
 DH0873
 DH0873  VERT ORDER  -  SECOND    CLASS 0
 DH0873
 DH0873.The horizontal coordinates were scaled from a topographic map and have
 DH0873.an estimated accuracy of +/- 6 seconds.
 DH0873
 DH0873.The orthometric height was determined by differential leveling
 DH0873.and adjusted by the National Geodetic Survey in June 1991..
 DH0873
 DH0873.The geoid height was determined by GEOID03.
 DH0873
 DH0873.The dynamic height is computed by dividing the NAVD 88
 DH0873.geopotential number by the normal gravity value computed on the
 DH0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0873.degrees latitude (g = 980.6199 gals.).
 DH0873
 DH0873.The modeled gravity was interpolated from observed gravity values.
 DH0873
 DH0873;                    North         East    Units  Estimated Accuracy
 DH0873;SPC AL W     -   360,940.      686,760.      MT  (+/- 180 meters Scaled)
 DH0873
 DH0873                          SUPERSEDED SURVEY CONTROL
 DH0873
 DH0873  NGVD 29 (??/??/92)  157.847  (m)          517.87   (f) ADJ UNCH    2 0
 DH0873
 DH0873.Superseded values are not recommended for survey control.
 DH0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0873.See file dsdata.txt to determine how the superseded data were derived.
 DH0873
 DH0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB401793(NAD 83)
 DH0873_MARKER: DB = BENCH MARK DISK
 DH0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0873_STAMPING: D 278 1949
 DH0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0873+STABILITY: SURFACE MOTION
 DH0873
 DH0873  HISTORY     - Date     Condition        Report By
 DH0873  HISTORY     - 1949     MONUMENTED       CGS
 DH0873  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH0873
 DH0873                          STATION DESCRIPTION
 DH0873
 DH0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0873'7.45 MI NE FROM COLUMBIANA.
 DH0873'ABOUT 4.35 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0873'AT COLUMBIANA, THENCE ABOUT 2.2 MILES NORTH ALONG A GRAVEL ROAD VIA
 DH0873'BLUE SPRINGS CHURCH, THENCE ABOUT 0.9 MILE WEST ALONG A GRAVEL ROAD,
 DH0873'ABOUT 0.15 MILE NORTH AND 0.9 MILE WEST OF BLUE SPRINGS CHURCH, 25
 DH0873'YARDS EAST OF THE TOP OF A GRADE, 95 YARDS EAST OF THE JUNCTION OF A
 DH0873'ROAD SOUTHWEST, 20 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 30 FEET
 DH0873'NORTHEAST OF THE NORTHEAST CORNER OF A FARM HOUSE 14 FEET
 DH0873'EAST-SOUTHEAST OF A POWER POLE WITH TRANSFORMER NO. F 269, 5 FEET
 DH0873'SOUTHEAST OF A YARD CORNER, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 DH0873'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0873'PROJECTING 3 INCHES.
 DH0873
 DH0873                          STATION RECOVERY (1958)
 DH0873
 DH0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0773 ***********************************************************************
 DH0773  DESIGNATION -  D 279
 DH0773  PID         -  DH0773
 DH0773  STATE/COUNTY-  AL/SHELBY
 DH0773  USGS QUAD   -  SHELBY (1980)
 DH0773
 DH0773                         *CURRENT SURVEY CONTROL
 DH0773  ___________________________________________________________________
 DH0773* NAD 83(1986)-  33 02 54.     (N)    086 35 19.     (W)     SCALED    
 DH0773* NAVD 88     -       120.158  (meters)     394.22   (feet)  ADJUSTED  
 DH0773  ___________________________________________________________________
 DH0773  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0773  DYNAMIC HT  -         120.021 (meters)     393.77  (feet)  COMP
 DH0773  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 DH0773
 DH0773  VERT ORDER  -  SECOND    CLASS 0
 DH0773
 DH0773.The horizontal coordinates were scaled from a topographic map and have
 DH0773.an estimated accuracy of +/- 6 seconds.
 DH0773
 DH0773.The orthometric height was determined by differential leveling
 DH0773.and adjusted by the National Geodetic Survey in June 1991..
 DH0773
 DH0773.The geoid height was determined by GEOID03.
 DH0773
 DH0773.The dynamic height is computed by dividing the NAVD 88
 DH0773.geopotential number by the normal gravity value computed on the
 DH0773.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0773.degrees latitude (g = 980.6199 gals.).
 DH0773
 DH0773.The modeled gravity was interpolated from observed gravity values.
 DH0773
 DH0773;                    North         East    Units  Estimated Accuracy
 DH0773;SPC AL W     -   338,340.      685,120.      MT  (+/- 180 meters Scaled)
 DH0773
 DH0773                          SUPERSEDED SURVEY CONTROL
 DH0773
 DH0773  NGVD 29 (??/??/92)  120.111  (m)          394.06   (f) ADJ UNCH    2 0
 DH0773
 DH0773.Superseded values are not recommended for survey control.
 DH0773.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0773.See file dsdata.txt to determine how the superseded data were derived.
 DH0773
 DH0773_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB384567(NAD 83)
 DH0773_MARKER: DB = BENCH MARK DISK
 DH0773_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0773_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0773_STAMPING: D 279 1949
 DH0773_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0773+STABILITY: SURFACE MOTION
 DH0773
 DH0773  HISTORY     - Date     Condition        Report By
 DH0773  HISTORY     - 1949     MONUMENTED       CGS
 DH0773  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0773
 DH0773                          STATION DESCRIPTION
 DH0773
 DH0773'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0773'5.65 MI S FROM SHELBY.
 DH0773'ABOUT 0.7 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 DH0773'THE STATION AT SHELBY, THENCE ABOUT 1.35 MILE SOUTHEAST ALONG A GRAVEL
 DH0773'ROAD, THENCE ABOUT 3.6 MILES SOUTH ALONG A GRAVEL ROAD, ABOUT 0.6 MILE
 DH0773'NORTH OF THE CHILTON-SHELBY COUNTY LINE AND THE BRIDGE OVER
 DH0773'WAXAHATCHEE CREEK, AT THE JUNCTION OF A ROAD NORTHEAST, 25 FEET EAST
 DH0773'OF THE CENTER LINE OF THE ROAD NORTH, 42 FEET NORTHWEST OF THE CENTER
 DH0773'LINE OF THE ROAD NORTHEAST, 45 FEET SOUTHWEST OF THE SOUTHWEST CORNER
 DH0773'OF A LOG CRIB, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT
 DH0773'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DH0773'INCHES.  NOTE-- MARK IS BELOW THE WATER LEVEL OF LAY LAKE.
 DH0773
 DH0773                          STATION RECOVERY (1975)
 DH0773
 DH0773'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0773'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0053 ***********************************************************************
 BU0053  DESIGNATION -  D 28
 BU0053  PID         -  BU0053
 BU0053  STATE/COUNTY-  AL/PIKE
 BU0053  USGS QUAD   -  YOUNGBLOOD (1981)
 BU0053
 BU0053                         *CURRENT SURVEY CONTROL
 BU0053  ___________________________________________________________________
 BU0053* NAD 83(1986)-  31 46 13.     (N)    086 01 06.     (W)     SCALED    
 BU0053* NAVD 88     -       141.307  (meters)     463.60   (feet)  ADJUSTED  
 BU0053  ___________________________________________________________________
 BU0053  GEOID HEIGHT-         -26.54  (meters)                     GEOID03
 BU0053  DYNAMIC HT  -         141.139 (meters)     463.05  (feet)  COMP
 BU0053  MODELED GRAV-     979,450.3   (mgal)                       NAVD 88
 BU0053
 BU0053  VERT ORDER  -  FIRST     CLASS I
 BU0053
 BU0053.The horizontal coordinates were scaled from a topographic map and have
 BU0053.an estimated accuracy of +/- 6 seconds.
 BU0053
 BU0053.The orthometric height was determined by differential leveling
 BU0053.and adjusted by the National Geodetic Survey in June 1991..
 BU0053
 BU0053.The geoid height was determined by GEOID03.
 BU0053
 BU0053.The dynamic height is computed by dividing the NAVD 88
 BU0053.geopotential number by the normal gravity value computed on the
 BU0053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0053.degrees latitude (g = 980.6199 gals.).
 BU0053
 BU0053.The modeled gravity was interpolated from observed gravity values.
 BU0053
 BU0053;                    North         East    Units  Estimated Accuracy
 BU0053;SPC AL E     -   140,850.      182,480.      MT  (+/- 180 meters Scaled)
 BU0053
 BU0053                          SUPERSEDED SURVEY CONTROL
 BU0053
 BU0053  NGVD 29 (??/??/92)  141.294  (m)          463.56   (f) ADJ UNCH    1 1
 BU0053
 BU0053.Superseded values are not recommended for survey control.
 BU0053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0053.See file dsdata.txt to determine how the superseded data were derived.
 BU0053
 BU0053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA929153(NAD 83)
 BU0053_MARKER: DB = BENCH MARK DISK
 BU0053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0053_STAMPING: D 28 1934
 BU0053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0053+STABILITY: SURFACE MOTION
 BU0053
 BU0053  HISTORY     - Date     Condition        Report By
 BU0053  HISTORY     - 1934     MONUMENTED       CGS
 BU0053  HISTORY     - 1968     GOOD             NGS
 BU0053
 BU0053                          STATION DESCRIPTION
 BU0053
 BU0053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0053'4.4 MI SW FROM TROY.
 BU0053'4.4 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BU0053'CROSSING OF EAST WALNUT STREET AT TROY, NEAR A GRAVELED ROAD CROSSING,
 BU0053'369 FEET EAST OF MILEPOST S 380, 60 FEET SOUTHEAST OF THE CENTER OF
 BU0053'THE ROAD CROSSING THE TRACK, 55 FEET EAST OF THE CENTER LINE OF THE
 BU0053'GRAVELED ROAD, 45.5 FEET SOUTH OF THE SOUTH RAIL, 3 FEET NORTH OF A
 BU0053'RIGHT-OF-WAY FENCE LINE, 2 FEET SOUTH OF A METAL WITNESS POST, ABOUT
 BU0053'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 BU0053'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0767 ***********************************************************************
 DH0767  DESIGNATION -  D 280
 DH0767  PID         -  DH0767
 DH0767  STATE/COUNTY-  AL/CHILTON
 DH0767  USGS QUAD   -  OZAN (1979)
 DH0767
 DH0767                         *CURRENT SURVEY CONTROL
 DH0767  ___________________________________________________________________
 DH0767* NAD 83(1986)-  33 01 16.     (N)    086 43 08.     (W)     SCALED    
 DH0767* NAVD 88     -       164.740  (meters)     540.48   (feet)  ADJUSTED  
 DH0767  ___________________________________________________________________
 DH0767  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DH0767  DYNAMIC HT  -         164.551 (meters)     539.86  (feet)  COMP
 DH0767  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 DH0767
 DH0767  VERT ORDER  -  SECOND    CLASS 0
 DH0767
 DH0767.The horizontal coordinates were scaled from a topographic map and have
 DH0767.an estimated accuracy of +/- 6 seconds.
 DH0767
 DH0767.The orthometric height was determined by differential leveling
 DH0767.and adjusted by the National Geodetic Survey in June 1991..
 DH0767
 DH0767.The geoid height was determined by GEOID03.
 DH0767
 DH0767.The dynamic height is computed by dividing the NAVD 88
 DH0767.geopotential number by the normal gravity value computed on the
 DH0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0767.degrees latitude (g = 980.6199 gals.).
 DH0767
 DH0767.The modeled gravity was interpolated from observed gravity values.
 DH0767
 DH0767;                    North         East    Units  Estimated Accuracy
 DH0767;SPC AL W     -   335,230.      672,980.      MT  (+/- 180 meters Scaled)
 DH0767
 DH0767                          SUPERSEDED SURVEY CONTROL
 DH0767
 DH0767  NGVD 29 (??/??/92)  164.690  (m)          540.32   (f) ADJ UNCH    2 0
 DH0767
 DH0767.Superseded values are not recommended for survey control.
 DH0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0767.See file dsdata.txt to determine how the superseded data were derived.
 DH0767
 DH0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB262536(NAD 83)
 DH0767_MARKER: DB = BENCH MARK DISK
 DH0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0767_STAMPING: D 280 1949
 DH0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0767+STABILITY: SURFACE MOTION
 DH0767
 DH0767  HISTORY     - Date     Condition        Report By
 DH0767  HISTORY     - 1949     MONUMENTED       CGS
 DH0767
 DH0767                          STATION DESCRIPTION
 DH0767
 DH0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0767'6.85 MI SE FROM CALERA.
 DH0767'ABOUT 2.9 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE BANK BUILDING AT
 DH0767'CALERA, THENCE ABOUT 3.95 MILES EAST AND SOUTHEAST ALONG A GRAVEL
 DH0767'ROAD, 50 YARDS WEST OF THE CENTER OF A BRIDGE OVER THIRD CREEK, 21
 DH0767'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD AT THE OUTSIDE OF A
 DH0767'CURVE WITH TANGENTS EAST AND NORTHWEST, 17.5 FEET NORTHWEST OF A
 DH0767'20-INCH OAK TREE, 10 FEET SOUTHEAST OF A TRIANGULAR BLAZED 12-INCH OAK
 DH0767'TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 DH0767'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 DH0767'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1144 ***********************************************************************
 CN1144  DESIGNATION -  D 281
 CN1144  PID         -  CN1144
 CN1144  STATE/COUNTY-  AL/BIBB
 CN1144  USGS QUAD   -  RANDOLPH (1983)
 CN1144
 CN1144                         *CURRENT SURVEY CONTROL
 CN1144  ___________________________________________________________________
 CN1144* NAD 83(1986)-  32 57 23.     (N)    086 54 31.     (W)     SCALED    
 CN1144* NAVD 88     -       128.334  (meters)     421.04   (feet)  ADJUSTED  
 CN1144  ___________________________________________________________________
 CN1144  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CN1144  DYNAMIC HT  -         128.189 (meters)     420.57  (feet)  COMP
 CN1144  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 CN1144
 CN1144  VERT ORDER  -  SECOND    CLASS 0
 CN1144
 CN1144.The horizontal coordinates were scaled from a topographic map and have
 CN1144.an estimated accuracy of +/- 6 seconds.
 CN1144
 CN1144.The orthometric height was determined by differential leveling
 CN1144.and adjusted by the National Geodetic Survey in June 1991..
 CN1144
 CN1144.The geoid height was determined by GEOID03.
 CN1144
 CN1144.The dynamic height is computed by dividing the NAVD 88
 CN1144.geopotential number by the normal gravity value computed on the
 CN1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1144.degrees latitude (g = 980.6199 gals.).
 CN1144
 CN1144.The modeled gravity was interpolated from observed gravity values.
 CN1144
 CN1144;                    North         East    Units  Estimated Accuracy
 CN1144;SPC AL W     -   327,930.      655,290.      MT  (+/- 180 meters Scaled)
 CN1144
 CN1144                          SUPERSEDED SURVEY CONTROL
 CN1144
 CN1144  NGVD 29 (??/??/92)  128.299  (m)          420.93   (f) ADJ UNCH    2 0
 CN1144
 CN1144.Superseded values are not recommended for survey control.
 CN1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1144.See file dsdata.txt to determine how the superseded data were derived.
 CN1144
 CN1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB085464(NAD 83)
 CN1144_MARKER: DB = BENCH MARK DISK
 CN1144_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN1144_SP_SET: BRIDGE ABUTMENT
 CN1144_STAMPING: D 281 1949
 CN1144_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN1144
 CN1144  HISTORY     - Date     Condition        Report By
 CN1144  HISTORY     - 1949     MONUMENTED       CGS
 CN1144
 CN1144                          STATION DESCRIPTION
 CN1144
 CN1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1144'2.55 MI S FROM OAKLEY.
 CN1144'ABOUT 2.55 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1144'OAKLEY, ABOUT 0.1 MILE NORTH OF MILE POST 149, SET IN THE TOP OF THE
 CN1144'EAST END OF THE SOUTH CONCRETE ABUTMENT OF A 200 FOOT STEEL PLATE
 CN1144'BRIDGE OVER A CREEK, 7 FEET EAST OF THE EAST RAIL AND ABOUT LEVEL WITH
 CN1144'THE TRACK.  NOTE-- MARK IS ABOUT 0.6 MILE NORTH ALONG THE SOUTHERN
 CN1144'RAILWAY FROM THE STATION AT BIBB MILL, BIBB COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0416 ***********************************************************************
 DH0416  DESIGNATION -  D 282
 DH0416  PID         -  DH0416
 DH0416  STATE/COUNTY-  AL/COOSA
 DH0416  USGS QUAD   -  WEOGUFKA (1979)
 DH0416
 DH0416                         *CURRENT SURVEY CONTROL
 DH0416  ___________________________________________________________________
 DH0416* NAD 83(1986)-  33 02 18.     (N)    086 16 55.     (W)     SCALED    
 DH0416* NAVD 88     -       209.690  (meters)     687.96   (feet)  ADJUSTED  
 DH0416  ___________________________________________________________________
 DH0416  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH0416  DYNAMIC HT  -         209.450 (meters)     687.17  (feet)  COMP
 DH0416  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 DH0416
 DH0416  VERT ORDER  -  SECOND    CLASS 0
 DH0416
 DH0416.The horizontal coordinates were scaled from a topographic map and have
 DH0416.an estimated accuracy of +/- 6 seconds.
 DH0416
 DH0416.The orthometric height was determined by differential leveling
 DH0416.and adjusted by the National Geodetic Survey in June 1991..
 DH0416
 DH0416.The geoid height was determined by GEOID03.
 DH0416
 DH0416.The dynamic height is computed by dividing the NAVD 88
 DH0416.geopotential number by the normal gravity value computed on the
 DH0416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0416.degrees latitude (g = 980.6199 gals.).
 DH0416
 DH0416.The modeled gravity was interpolated from observed gravity values.
 DH0416
 DH0416;                    North         East    Units  Estimated Accuracy
 DH0416;SPC AL E     -   281,540.      158,100.      MT  (+/- 180 meters Scaled)
 DH0416
 DH0416                          SUPERSEDED SURVEY CONTROL
 DH0416
 DH0416  NGVD 29 (??/??/92)  209.639  (m)          687.79   (f) ADJ UNCH    2 0
 DH0416
 DH0416.Superseded values are not recommended for survey control.
 DH0416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0416.See file dsdata.txt to determine how the superseded data were derived.
 DH0416
 DH0416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB670557(NAD 83)
 DH0416_MARKER: DB = BENCH MARK DISK
 DH0416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0416_STAMPING: D 282 1949
 DH0416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0416+STABILITY: SURFACE MOTION
 DH0416
 DH0416  HISTORY     - Date     Condition        Report By
 DH0416  HISTORY     - 1949     MONUMENTED       CGS
 DH0416
 DH0416                          STATION DESCRIPTION
 DH0416
 DH0416'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0416'3.0 MI SW FROM STEWARTVILLE.
 DH0416'ABOUT 3.0 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM THE SCHOOL AT
 DH0416'STEWARTVILLE, ABOUT 2.45 MILES NORTHEAST OF THE POST OFFICE AND
 DH0416'CROSSROADS AT WEOGUFKA, ABOUT 0.9 MILE NORTHEAST OF A 260-FOOT
 DH0416'CONCRETE BRIDGE OVER WEOGUFKA CREEK, ABOUT 0.15 MILE NORTHEAST OF THE
 DH0416'TOP OF A GRADE, 40 FEET SOUTHEAST OF THE CENTER LINE OF THE BLACK TOP
 DH0416'ROAD, 78 FEET NORTHEAST OF THE NORTHEAST END OF THE SOUTHEAST CONCRETE
 DH0416'HEADWALL OF AN 18-INCH PIPE CULVERT, 131 FEET SOUTH- SOUTHEAST AND
 DH0416'ACROSS THE ROAD FROM THE SOUTH CORNER OF A STONE CHIMNEY OF OLD FARM
 DH0416'HOUSE, 1.5 FEET NORTHWEST OF A WIRE FENCE, 2 1/2 FEET NORTHEAST OF A
 DH0416'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 DH0416'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1254 ***********************************************************************
 CN1254  DESIGNATION -  D 284
 CN1254  PID         -  CN1254
 CN1254  STATE/COUNTY-  AL/CHILTON
 CN1254  USGS QUAD   -  JEMISON EAST (1983)
 CN1254
 CN1254                         *CURRENT SURVEY CONTROL
 CN1254  ___________________________________________________________________
 CN1254* NAD 83(1986)-  32 55 51.     (N)    086 43 50.     (W)     SCALED    
 CN1254* NAVD 88     -       217.568  (meters)     713.80   (feet)  ADJUSTED  
 CN1254  ___________________________________________________________________
 CN1254  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CN1254  DYNAMIC HT  -         217.317 (meters)     712.98  (feet)  COMP
 CN1254  MODELED GRAV-     979,481.8   (mgal)                       NAVD 88
 CN1254
 CN1254  VERT ORDER  -  SECOND    CLASS 0
 CN1254
 CN1254.The horizontal coordinates were scaled from a topographic map and have
 CN1254.an estimated accuracy of +/- 6 seconds.
 CN1254
 CN1254.The orthometric height was determined by differential leveling
 CN1254.and adjusted by the National Geodetic Survey in June 1991..
 CN1254
 CN1254.The geoid height was determined by GEOID03.
 CN1254
 CN1254.The dynamic height is computed by dividing the NAVD 88
 CN1254.geopotential number by the normal gravity value computed on the
 CN1254.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1254.degrees latitude (g = 980.6199 gals.).
 CN1254
 CN1254.The modeled gravity was interpolated from observed gravity values.
 CN1254
 CN1254;                    North         East    Units  Estimated Accuracy
 CN1254;SPC AL W     -   325,210.      671,960.      MT  (+/- 180 meters Scaled)
 CN1254
 CN1254                          SUPERSEDED SURVEY CONTROL
 CN1254
 CN1254  NGVD 29 (??/??/92)  217.520  (m)          713.65   (f) ADJ UNCH    2 0
 CN1254
 CN1254.Superseded values are not recommended for survey control.
 CN1254.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1254.See file dsdata.txt to determine how the superseded data were derived.
 CN1254
 CN1254_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB251436(NAD 83)
 CN1254_MARKER: DB = BENCH MARK DISK
 CN1254_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1254_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1254_STAMPING: D 284 1949
 CN1254_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1254+STABILITY: SURFACE MOTION
 CN1254
 CN1254  HISTORY     - Date     Condition        Report By
 CN1254  HISTORY     - 1949     MONUMENTED       CGS
 CN1254
 CN1254                          STATION DESCRIPTION
 CN1254
 CN1254'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1254'1.25 MI NW FROM THORSBY.
 CN1254'ABOUT 1.25 MILES NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE LOUISVILLE
 CN1254'AND NASHVILLE RAILROAD STATION AT THORSBY, AT THE JUNCTION OF A DIM
 CN1254'GRAVEL ROAD EAST, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CN1254'ABOUT IN LINE WITH THE PROLONGED CENTER LINE OF THE ROAD EAST, 33.4
 CN1254'FEET NORTHEAST OF THE NORTHEAST RAIL OF THE L. AND N. RAILROAD, 159
 CN1254'FEET EAST-SOUTHEAST AND ACROSS THE TRACK FROM MILE POST 438, 9 FEET
 CN1254'SOUTH OF A POWER POLE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 5
 CN1254'FEET BELOW THE TRACK, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP
 CN1254'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0372 ***********************************************************************
 DH0372  DESIGNATION -  D 285
 DH0372  PID         -  DH0372
 DH0372  STATE/COUNTY-  AL/SHELBY
 DH0372  USGS QUAD   -  HARPERSVILLE (1972)
 DH0372
 DH0372                         *CURRENT SURVEY CONTROL
 DH0372  ___________________________________________________________________
 DH0372* NAD 83(1986)-  33 17 14.     (N)    086 25 13.     (W)     SCALED    
 DH0372* NAVD 88     -       126.519  (meters)     415.09   (feet)  ADJUSTED  
 DH0372  ___________________________________________________________________
 DH0372  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0372  DYNAMIC HT  -         126.379 (meters)     414.63  (feet)  COMP
 DH0372  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 DH0372
 DH0372  VERT ORDER  -  SECOND    CLASS 0
 DH0372
 DH0372.The horizontal coordinates were scaled from a topographic map and have
 DH0372.an estimated accuracy of +/- 6 seconds.
 DH0372
 DH0372.The orthometric height was determined by differential leveling
 DH0372.and adjusted by the National Geodetic Survey in June 1991..
 DH0372
 DH0372.The geoid height was determined by GEOID03.
 DH0372
 DH0372.The dynamic height is computed by dividing the NAVD 88
 DH0372.geopotential number by the normal gravity value computed on the
 DH0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0372.degrees latitude (g = 980.6199 gals.).
 DH0372
 DH0372.The modeled gravity was interpolated from observed gravity values.
 DH0372
 DH0372;                    North         East    Units  Estimated Accuracy
 DH0372;SPC AL W     -   364,990.      700,570.      MT  (+/- 180 meters Scaled)
 DH0372
 DH0372                          SUPERSEDED SURVEY CONTROL
 DH0372
 DH0372  NGVD 29 (??/??/92)  126.482  (m)          414.97   (f) ADJ UNCH    2 0
 DH0372
 DH0372.Superseded values are not recommended for survey control.
 DH0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0372.See file dsdata.txt to determine how the superseded data were derived.
 DH0372
 DH0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB539832(NAD 83)
 DH0372_MARKER: DB = BENCH MARK DISK
 DH0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0372_STAMPING: D 285 1949
 DH0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0372+STABILITY: SURFACE MOTION
 DH0372
 DH0372  HISTORY     - Date     Condition        Report By
 DH0372  HISTORY     - 1949     MONUMENTED       CGS
 DH0372
 DH0372                          STATION DESCRIPTION
 DH0372
 DH0372'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0372'4.85 MI W FROM CHILDERSBURG.
 DH0372'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF
 DH0372'STATE HIGHWAY 76E AT CHILDERSBURG, THENCE ABOUT 3.2 MILES WEST ALONG
 DH0372'STATE HIGHWAY 76, ABOUT 0.5 MILE SOUTHWEST OF A SIDE ROAD SOUTH, ABOUT
 DH0372'0.2 MILE EAST OF A ROAD NORTH, ABOUT 0.1 MILE WEST OF A 50-FOOT
 DH0372'CONCRETE BRIDGE, SET IN THE SOUTHEAST QUARTER OF THE JUNCTION OF A
 DH0372'DRIVE SOUTH TO A FARM HOUSE, 58 FEET SOUTH OF THE CENTER LINE OF THE
 DH0372'HIGHWAY, 13 FEET EAST OF THE CENTER LINE OF THE DRIVE, 4 1/2 FEET
 DH0372'NORTHEAST OF A GARDEN FENCE CORNER, 3 FEET SOUTH OF A WHITE WOODEN
 DH0372'WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 DH0372'CONCRETE POST PROJECTING 5 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0202 ***********************************************************************
 CN0202  DESIGNATION -  D 286
 CN0202  PID         -  CN0202
 CN0202  STATE/COUNTY-  AL/COOSA
 CN0202  USGS QUAD   -  ROCKFORD SW (1971)
 CN0202
 CN0202                         *CURRENT SURVEY CONTROL
 CN0202  ___________________________________________________________________
 CN0202* NAD 83(1986)-  32 48 01.     (N)    086 08 31.     (W)     SCALED    
 CN0202* NAVD 88     -       199.524  (meters)     654.61   (feet)  ADJUSTED  
 CN0202  ___________________________________________________________________
 CN0202  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN0202  DYNAMIC HT  -         199.291 (meters)     653.84  (feet)  COMP
 CN0202  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 CN0202
 CN0202  VERT ORDER  -  SECOND    CLASS 0
 CN0202
 CN0202.The horizontal coordinates were scaled from a topographic map and have
 CN0202.an estimated accuracy of +/- 6 seconds.
 CN0202
 CN0202.The orthometric height was determined by differential leveling
 CN0202.and adjusted by the National Geodetic Survey in June 1991..
 CN0202
 CN0202.The geoid height was determined by GEOID03.
 CN0202
 CN0202.The dynamic height is computed by dividing the NAVD 88
 CN0202.geopotential number by the normal gravity value computed on the
 CN0202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0202.degrees latitude (g = 980.6199 gals.).
 CN0202
 CN0202.The modeled gravity was interpolated from observed gravity values.
 CN0202
 CN0202;                    North         East    Units  Estimated Accuracy
 CN0202;SPC AL E     -   255,090.      171,100.      MT  (+/- 180 meters Scaled)
 CN0202
 CN0202                          SUPERSEDED SURVEY CONTROL
 CN0202
 CN0202  NGVD 29 (??/??/92)  199.501  (m)          654.53   (f) ADJ UNCH    2 0
 CN0202
 CN0202.Superseded values are not recommended for survey control.
 CN0202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0202.See file dsdata.txt to determine how the superseded data were derived.
 CN0202
 CN0202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB803294(NAD 83)
 CN0202_MARKER: DB = BENCH MARK DISK
 CN0202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0202_STAMPING: D 286 1949
 CN0202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0202+STABILITY: SURFACE MOTION
 CN0202
 CN0202  HISTORY     - Date     Condition        Report By
 CN0202  HISTORY     - 1949     MONUMENTED       CGS
 CN0202
 CN0202                          STATION DESCRIPTION
 CN0202
 CN0202'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0202'4.55 MI SW FROM NIXBURG.
 CN0202'ABOUT 2.55 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT
 CN0202'NIXBURG, THENCE ABOUT 2.0 MILES WEST AND NORTHWEST ALONG A GRAVEL
 CN0202'ROAD, ABOUT 0.1 MILE EAST OF A FARM HOUSE SOUTH OF ROAD, ABOUT 0.6
 CN0202'MILE EAST OF A ROAD NORTHEAST, ABOUT 0.4 MILE WEST OF A ROAD
 CN0202'SOUTHWEST, ABOUT 0.25 MILE WEST OF A ROAD NORTH, AT A TENANT HOUSE
 CN0202'SOUTH OF ROAD, 60 FEET NORTH OF AN EAST-WEST FENCE LINE, 49 FEET SOUTH
 CN0202'OF THE CENTER LINE OF THE ROAD, 21 FEET WEST OF THE NORTHWEST CORNER
 CN0202'OF THE STONE CHIMNEY OF HOUSE, 17 FEET SOUTH OF THE NORTHEAST CORNER
 CN0202'OF A GARDEN FENCE 1 FOOT EAST OF THE GARDEN FENCE, 1 1/2 FEET NORTH OF
 CN0202'A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 CN0202'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0154 ***********************************************************************
 CN0154  DESIGNATION -  D 287 RESET
 CN0154  PID         -  CN0154
 CN0154  STATE/COUNTY-  AL/ELMORE
 CN0154  USGS QUAD   -  HOLTVILLE (1987)
 CN0154
 CN0154                         *CURRENT SURVEY CONTROL
 CN0154  ___________________________________________________________________
 CN0154* NAD 83(1986)-  32 42 05.     (N)    086 19 46.     (W)     SCALED    
 CN0154* NAVD 88     -       135.18   (meters)     443.5    (feet)  RESET     
 CN0154  ___________________________________________________________________
 CN0154  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CN0154
 CN0154  VERT ORDER  -  THIRD
 CN0154
 CN0154.The horizontal coordinates were scaled from a topographic map and have
 CN0154.an estimated accuracy of +/- 6 seconds.
 CN0154
 CN0154.The orthometric height was computed from unverified reset data.
 CN0154
 CN0154.The geoid height was determined by GEOID03.
 CN0154
 CN0154;                    North         East    Units  Estimated Accuracy
 CN0154;SPC AL E     -   244,190.      153,480.      MT  (+/- 180 meters Scaled)
 CN0154
 CN0154                          SUPERSEDED SURVEY CONTROL
 CN0154
 CN0154.No superseded survey control is available for this station.
 CN0154
 CN0154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB628183(NAD 83)
 CN0154_MARKER: DB = BENCH MARK DISK
 CN0154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0154_STAMPING: D 287 RESET 1956
 CN0154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0154+STABILITY: SURFACE MOTION
 CN0154
 CN0154  HISTORY     - Date     Condition        Report By
 CN0154  HISTORY     - 1956     MONUMENTED       CGS
 CN0154
 CN0154                          STATION DESCRIPTION
 CN0154
 CN0154'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CN0154'1.05 MI SW FROM TITUS.
 CN0154'ABOUT 1.05 MILES SOUTHWESTERLY ALONG THE OLD NOBLE FERRY LANDING ROAD
 CN0154'FROM THE MAIN CORNER AT TITUS, ELMORE COUNTY, ABOUT 75 YARDS SW OF A
 CN0154'24-INCH CONCRETE PIPE CULVERT, ON THE OUTSIDE OF A CURVE, 56 FEET SE
 CN0154'OF THE PROJECTED CENTER LINE OF THE ROAD TANGENT FROM THE NE, 27 FEET
 CN0154'N OF THE PROJECTED PLANE OF THE S WALL OF A CONCRETE BLOCK GARAGE THAT
 CN0154'IS AN ESTIMATED 60 YARDS W OF THE MARK, 2.3 FEET HIGHER THAN THE
 CN0154'CENTER OF THE ROAD, AND PROJECTING 0.7 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0127 ***********************************************************************
 CN0127  DESIGNATION -  D 289
 CN0127  PID         -  CN0127
 CN0127  STATE/COUNTY-  AL/ELMORE
 CN0127  USGS QUAD   -  HOLTVILLE (1987)
 CN0127
 CN0127                         *CURRENT SURVEY CONTROL
 CN0127  ___________________________________________________________________
 CN0127* NAD 83(1986)-  32 39 15.     (N)    086 19 36.     (W)     SCALED    
 CN0127* NAVD 88     -        79.260  (meters)     260.04   (feet)  ADJUSTED  
 CN0127  ___________________________________________________________________
 CN0127  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN0127  DYNAMIC HT  -          79.168 (meters)     259.74  (feet)  COMP
 CN0127  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 CN0127
 CN0127  VERT ORDER  -  SECOND    CLASS 0
 CN0127
 CN0127.The horizontal coordinates were scaled from a topographic map and have
 CN0127.an estimated accuracy of +/- 6 seconds.
 CN0127
 CN0127.The orthometric height was determined by differential leveling
 CN0127.and adjusted by the National Geodetic Survey in June 1991..
 CN0127
 CN0127.The geoid height was determined by GEOID03.
 CN0127
 CN0127.The dynamic height is computed by dividing the NAVD 88
 CN0127.geopotential number by the normal gravity value computed on the
 CN0127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0127.degrees latitude (g = 980.6199 gals.).
 CN0127
 CN0127.The modeled gravity was interpolated from observed gravity values.
 CN0127
 CN0127;                    North         East    Units  Estimated Accuracy
 CN0127;SPC AL E     -   238,950.      153,720.      MT  (+/- 180 meters Scaled)
 CN0127
 CN0127                          SUPERSEDED SURVEY CONTROL
 CN0127
 CN0127  NGVD 29 (??/??/92)   79.235  (m)          259.96   (f) ADJ UNCH    2 0
 CN0127
 CN0127.Superseded values are not recommended for survey control.
 CN0127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0127.See file dsdata.txt to determine how the superseded data were derived.
 CN0127
 CN0127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB631131(NAD 83)
 CN0127_MARKER: DB = BENCH MARK DISK
 CN0127_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0127_SP_SET: BRIDGE
 CN0127_STAMPING: D 289 1949
 CN0127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0127
 CN0127  HISTORY     - Date     Condition        Report By
 CN0127  HISTORY     - 1949     MONUMENTED       CGS
 CN0127
 CN0127                          STATION DESCRIPTION
 CN0127
 CN0127'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0127'2.0 MI N FROM HOLTVILLE.
 CN0127'ABOUT 0.45 MILE EAST ALONG STATE HIGHWAY 111 FROM THE SCHOOL AT
 CN0127'HOLTVILLE, THENCE ABOUT 1.55 MILES NORTHWEST ALONG A BLACK TOP ROAD,
 CN0127'SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST ABUTMENT OF A
 CN0127'268-FOOT CONCRETE AND STEEL BRIDGE OVER SHOAL CREEK, 12 FEET SOUTHWEST
 CN0127'OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0287 ***********************************************************************
 BU0287  DESIGNATION -  D 29
 BU0287  PID         -  BU0287
 BU0287  STATE/COUNTY-  AL/COVINGTON
 BU0287  USGS QUAD   -  ANDALUSIA (1986)
 BU0287
 BU0287                         *CURRENT SURVEY CONTROL
 BU0287  ___________________________________________________________________
 BU0287* NAD 83(1986)-  31 17 45.     (N)    086 24 48.     (W)     SCALED    
 BU0287* NAVD 88     -        76.943  (meters)     252.44   (feet)  ADJUSTED  
 BU0287  ___________________________________________________________________
 BU0287  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BU0287  DYNAMIC HT  -          76.848 (meters)     252.13  (feet)  COMP
 BU0287  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 BU0287
 BU0287  VERT ORDER  -  FIRST     CLASS II
 BU0287
 BU0287.The horizontal coordinates were scaled from a topographic map and have
 BU0287.an estimated accuracy of +/- 6 seconds.
 BU0287
 BU0287.The orthometric height was determined by differential leveling
 BU0287.and adjusted by the National Geodetic Survey in June 1991..
 BU0287
 BU0287.The geoid height was determined by GEOID03.
 BU0287
 BU0287.The dynamic height is computed by dividing the NAVD 88
 BU0287.geopotential number by the normal gravity value computed on the
 BU0287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0287.degrees latitude (g = 980.6199 gals.).
 BU0287
 BU0287.The modeled gravity was interpolated from observed gravity values.
 BU0287
 BU0287;                    North         East    Units  Estimated Accuracy
 BU0287;SPC AL E     -    88,370.      144,780.      MT  (+/- 180 meters Scaled)
 BU0287
 BU0287                          SUPERSEDED SURVEY CONTROL
 BU0287
 BU0287  NGVD 29 (??/??/92)   76.98   (m)          252.6    (f) COMPUTED    1 2
 BU0287
 BU0287.Superseded values are not recommended for survey control.
 BU0287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0287.See file dsdata.txt to determine how the superseded data were derived.
 BU0287
 BU0287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV558625(NAD 83)
 BU0287_MARKER: DB = BENCH MARK DISK
 BU0287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0287_STAMPING: D 29 1934
 BU0287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0287+STABILITY: SURFACE MOTION
 BU0287
 BU0287  HISTORY     - Date     Condition        Report By
 BU0287  HISTORY     - 1934     MONUMENTED       CGS
 BU0287  HISTORY     - 1967     MARK NOT FOUND   NGS
 BU0287
 BU0287                          STATION DESCRIPTION
 BU0287
 BU0287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 BU0287'1.6 MI W FROM SANFORD.
 BU0287'1.6 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU0287'STATION AT SANFORD, COVINGTON COUNTY, 0.4 MILE NORTHEAST OF MILEPOST L
 BU0287'584, AT A ROAD CROSSING, 39 FEET NORTHEAST OF THE ROAD, 22 FEET
 BU0287'SOUTHEAST OF THE TRACK, AND 27 FEET NORTHWEST OF THE RIGHT-OF-WAY
 BU0287'FENCE.  A STANDARD DISK, STAMPED D 29 1934 AND SET IN THE TOP OF A
 BU0287'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1327 ***********************************************************************
 CN1327  DESIGNATION -  D 290
 CN1327  PID         -  CN1327
 CN1327  STATE/COUNTY-  AL/CHILTON
 CN1327  USGS QUAD   -  LAY DAM (1981)
 CN1327
 CN1327                         *CURRENT SURVEY CONTROL
 CN1327  ___________________________________________________________________
 CN1327* NAD 83(1986)-  32 54 24.     (N)    086 36 51.     (W)     SCALED    
 CN1327* NAVD 88     -       188.573  (meters)     618.68   (feet)  ADJUSTED  
 CN1327  ___________________________________________________________________
 CN1327  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN1327  DYNAMIC HT  -         188.356 (meters)     617.96  (feet)  COMP
 CN1327  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CN1327
 CN1327  VERT ORDER  -  SECOND    CLASS 0
 CN1327
 CN1327.The horizontal coordinates were scaled from a topographic map and have
 CN1327.an estimated accuracy of +/- 6 seconds.
 CN1327
 CN1327.The orthometric height was determined by differential leveling
 CN1327.and adjusted by the National Geodetic Survey in June 1991..
 CN1327
 CN1327.The geoid height was determined by GEOID03.
 CN1327
 CN1327.The dynamic height is computed by dividing the NAVD 88
 CN1327.geopotential number by the normal gravity value computed on the
 CN1327.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1327.degrees latitude (g = 980.6199 gals.).
 CN1327
 CN1327.The modeled gravity was interpolated from observed gravity values.
 CN1327
 CN1327;                    North         East    Units  Estimated Accuracy
 CN1327;SPC AL W     -   322,610.      682,870.      MT  (+/- 180 meters Scaled)
 CN1327
 CN1327                          SUPERSEDED SURVEY CONTROL
 CN1327
 CN1327  NGVD 29 (??/??/92)  188.528  (m)          618.53   (f) ADJ UNCH    2 0
 CN1327
 CN1327.Superseded values are not recommended for survey control.
 CN1327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1327.See file dsdata.txt to determine how the superseded data were derived.
 CN1327
 CN1327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB360410(NAD 83)
 CN1327_MARKER: DB = BENCH MARK DISK
 CN1327_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1327_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1327_STAMPING: D 290 1949
 CN1327_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1327+STABILITY: SURFACE MOTION
 CN1327
 CN1327  HISTORY     - Date     Condition        Report By
 CN1327  HISTORY     - 1949     MONUMENTED       CGS
 CN1327
 CN1327                          STATION DESCRIPTION
 CN1327
 CN1327'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1327'7.6 MI SW FROM LAY DAM.
 CN1327'ABOUT 7.5 MILES SOUTHWEST ALONG A ROAD LEADING TO CLANTON FROM THE
 CN1327'ENTRANCE GATE TO THE WEST END OF LAY DAM ACROSS COOSA RIVER, THENCE
 CN1327'ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD, 213 FEET WEST OF THE JUNCTION
 CN1327'OF A ROAD NORTHWEST, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 64
 CN1327'FEET WEST-NORTHWEST OF THE TOP OF A LOW GRADE, 2 FEET NORTHEAST OF A
 CN1327'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 CN1327'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1150 ***********************************************************************
 CN1150  DESIGNATION -  D 291
 CN1150  PID         -  CN1150
 CN1150  STATE/COUNTY-  AL/BIBB
 CN1150  USGS QUAD   -  RANDOLPH (1983)
 CN1150
 CN1150                         *CURRENT SURVEY CONTROL
 CN1150  ___________________________________________________________________
 CN1150* NAD 83(1986)-  32 53 06.     (N)    086 54 19.     (W)     SCALED    
 CN1150* NAVD 88     -       153.564  (meters)     503.82   (feet)  ADJUSTED  
 CN1150  ___________________________________________________________________
 CN1150  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN1150  DYNAMIC HT  -         153.388 (meters)     503.24  (feet)  COMP
 CN1150  MODELED GRAV-     979,489.7   (mgal)                       NAVD 88
 CN1150
 CN1150  VERT ORDER  -  SECOND    CLASS 0
 CN1150
 CN1150.The horizontal coordinates were scaled from a topographic map and have
 CN1150.an estimated accuracy of +/- 6 seconds.
 CN1150
 CN1150.The orthometric height was determined by differential leveling
 CN1150.and adjusted by the National Geodetic Survey in June 1991..
 CN1150
 CN1150.The geoid height was determined by GEOID03.
 CN1150
 CN1150.The dynamic height is computed by dividing the NAVD 88
 CN1150.geopotential number by the normal gravity value computed on the
 CN1150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1150.degrees latitude (g = 980.6199 gals.).
 CN1150
 CN1150.The modeled gravity was interpolated from observed gravity values.
 CN1150
 CN1150;                    North         East    Units  Estimated Accuracy
 CN1150;SPC AL W     -   320,020.      655,650.      MT  (+/- 180 meters Scaled)
 CN1150
 CN1150                          SUPERSEDED SURVEY CONTROL
 CN1150
 CN1150  NGVD 29 (??/??/92)  153.514  (m)          503.65   (f) ADJ UNCH    2 0
 CN1150
 CN1150.Superseded values are not recommended for survey control.
 CN1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1150.See file dsdata.txt to determine how the superseded data were derived.
 CN1150
 CN1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB088385(NAD 83)
 CN1150_MARKER: DB = BENCH MARK DISK
 CN1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1150_STAMPING: D 291 1949
 CN1150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1150+STABILITY: SURFACE MOTION
 CN1150
 CN1150  HISTORY     - Date     Condition        Report By
 CN1150  HISTORY     - 1949     MONUMENTED       CGS
 CN1150
 CN1150                          STATION DESCRIPTION
 CN1150
 CN1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1150'1.1 MI S FROM RANDOLPH.
 CN1150'ABOUT 1.1 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1150'RANDOLPH, 168 FEET NORTH-NORTHEAST AND ACROSS THE TRACK FROM MILE POST
 CN1150'154, 135 YARDS SOUTH OF A SIGN STATION ONE MILE, 41 FEET EAST OF THE
 CN1150'EAST RAIL, 19 FEET EAST OF A TELEPHONE POLE, 29 FEET NORTHWEST OF A
 CN1150'28-INCH OAK TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 3
 CN1150'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CN1150'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1354 ***********************************************************************
 CN1354  DESIGNATION -  D 292
 CN1354  PID         -  CN1354
 CN1354  STATE/COUNTY-  AL/CHILTON
 CN1354  USGS QUAD   -  CLANTON WEST (1972)
 CN1354
 CN1354                         *CURRENT SURVEY CONTROL
 CN1354  ___________________________________________________________________
 CN1354* NAD 83(1986)-  32 47 07.     (N)    086 43 05.     (W)     SCALED    
 CN1354* NAVD 88     -       206.569  (meters)     677.72   (feet)  ADJUSTED  
 CN1354  ___________________________________________________________________
 CN1354  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 CN1354  DYNAMIC HT  -         206.333 (meters)     676.94  (feet)  COMP
 CN1354  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 CN1354
 CN1354  VERT ORDER  -  SECOND    CLASS 0
 CN1354
 CN1354.The horizontal coordinates were scaled from a topographic map and have
 CN1354.an estimated accuracy of +/- 6 seconds.
 CN1354
 CN1354.The orthometric height was determined by differential leveling
 CN1354.and adjusted by the National Geodetic Survey in June 1991..
 CN1354
 CN1354.The geoid height was determined by GEOID03.
 CN1354
 CN1354.The dynamic height is computed by dividing the NAVD 88
 CN1354.geopotential number by the normal gravity value computed on the
 CN1354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1354.degrees latitude (g = 980.6199 gals.).
 CN1354
 CN1354.The modeled gravity was interpolated from observed gravity values.
 CN1354
 CN1354;                    North         East    Units  Estimated Accuracy
 CN1354;SPC AL W     -   309,070.      673,250.      MT  (+/- 180 meters Scaled)
 CN1354
 CN1354                          SUPERSEDED SURVEY CONTROL
 CN1354
 CN1354  NGVD 29 (??/??/92)  206.525  (m)          677.57   (f) ADJ UNCH    2 0
 CN1354
 CN1354.Superseded values are not recommended for survey control.
 CN1354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1354.See file dsdata.txt to determine how the superseded data were derived.
 CN1354
 CN1354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB264275(NAD 83)
 CN1354_MARKER: DB = BENCH MARK DISK
 CN1354_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1354_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1354_STAMPING: D 292 1949
 CN1354_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1354+STABILITY: SURFACE MOTION
 CN1354
 CN1354  HISTORY     - Date     Condition        Report By
 CN1354  HISTORY     - 1949     MONUMENTED       CGS
 CN1354
 CN1354                          STATION DESCRIPTION
 CN1354
 CN1354'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1354'9.1 MI N FROM BILLINGSLEY.
 CN1354'ABOUT 9.1 MILES NORTH ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT
 CN1354'BILLINGSLEY, ABOUT 0.8 MILE SOUTH OF THE JUNCTION OF A ROAD WEST AND
 CN1354'PLEASANT GROVE METHODIST CHURCH, AT THE JUNCTION OF A ROAD EAST, AT
 CN1354'THE NORTH END OF A CUT, 41 FEET WEST OF THE CENTER LINE OF THE ROAD,
 CN1354'80 FEET SOUTH OF THE PROLONGED CENTER LINE OF THE ROAD EAST, 128 FEET
 CN1354'SOUTH OF THE SOUTH END OF THE WEST CONCRETE HEAD WALL OF A 26-INCH
 CN1354'CONCRETE PIPE CULVERT, 59.5 FEET NORTH OF TELEPHONE POLE NO. 56, 2
 CN1354'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE ROAD
 CN1354'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE--
 CN1354'MARK MAY BE REACHED FROM CLANTON, CHILTON COUNTY BY GOING ABOUT 4.0
 CN1354'MILES WEST ALONG STATE HIGHWAY 22 FROM ITS JUNCTION WITH U.S. HIGHWAY
 CN1354'31, THENCE ABOUT 3.55 MILES SOUTH ALONG A BLACK TOP ROAD LEADING TO
 CN1354'BILLINGSLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1380 ***********************************************************************
 CN1380  DESIGNATION -  D 293
 CN1380  PID         -  CN1380
 CN1380  STATE/COUNTY-  AL/AUTAUGA
 CN1380  USGS QUAD   -  WHITE CITY (1987)
 CN1380
 CN1380                         *CURRENT SURVEY CONTROL
 CN1380  ___________________________________________________________________
 CN1380* NAD 83(1986)-  32 39 41.     (N)    086 36 09.     (W)     SCALED    
 CN1380* NAVD 88     -       173.318  (meters)     568.63   (feet)  ADJUSTED  
 CN1380  ___________________________________________________________________
 CN1380  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 CN1380  DYNAMIC HT  -         173.119 (meters)     567.97  (feet)  COMP
 CN1380  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CN1380
 CN1380  VERT ORDER  -  SECOND    CLASS 0
 CN1380
 CN1380.The horizontal coordinates were scaled from a topographic map and have
 CN1380.an estimated accuracy of +/- 6 seconds.
 CN1380
 CN1380.The orthometric height was determined by differential leveling
 CN1380.and adjusted by the National Geodetic Survey in June 1991..
 CN1380
 CN1380.The geoid height was determined by GEOID03.
 CN1380
 CN1380.The dynamic height is computed by dividing the NAVD 88
 CN1380.geopotential number by the normal gravity value computed on the
 CN1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1380.degrees latitude (g = 980.6199 gals.).
 CN1380
 CN1380.The modeled gravity was interpolated from observed gravity values.
 CN1380
 CN1380;                    North         East    Units  Estimated Accuracy
 CN1380;SPC AL W     -   295,420.      684,190.      MT  (+/- 180 meters Scaled)
 CN1380
 CN1380                          SUPERSEDED SURVEY CONTROL
 CN1380
 CN1380  NGVD 29 (??/??/92)  173.287  (m)          568.53   (f) ADJ UNCH    2 0
 CN1380
 CN1380.Superseded values are not recommended for survey control.
 CN1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1380.See file dsdata.txt to determine how the superseded data were derived.
 CN1380
 CN1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB372138(NAD 83)
 CN1380_MARKER: DB = BENCH MARK DISK
 CN1380_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1380_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1380_STAMPING: D 293 1949
 CN1380_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1380+STABILITY: SURFACE MOTION
 CN1380
 CN1380  HISTORY     - Date     Condition        Report By
 CN1380  HISTORY     - 1949     MONUMENTED       CGS
 CN1380
 CN1380                          STATION DESCRIPTION
 CN1380
 CN1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1380'1.0 MI N FROM WHITE CITY.
 CN1380'ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION AND
 CN1380'CHURCH AND SCHOOL AT WHITE CITY, AT A TURN IN THE ROAD WITH TANGENTS
 CN1380'SOUTH AND NORTHWEST, 10 FEET EAST OF THE PROLONGED CENTER LINE OF THE
 CN1380'ROAD SOUTH, 29 FEET NORTHEAST OF THE CENTER LINE OF THE NORTHWEST
 CN1380'TANGENT, 4.5 FEET WEST OF A WIRE FENCE, 82 FEET NORTH-NORTHEAST AND
 CN1380'ACROSS THE ROAD FROM A POWER POLE, 106.5 FEET NORTHEAST AND ACROSS THE
 CN1380'ROAD FROM THE EAST CORNER OF AN OLD FARM HOUSE, 2 FEET SOUTH OF A
 CN1380'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 CN1380'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0565 ***********************************************************************
 CN0565  DESIGNATION -  D 294
 CN0565  PID         -  CN0565
 CN0565  STATE/COUNTY-  AL/MONTGOMERY
 CN0565  USGS QUAD   -  SNOWDOUN (1985)
 CN0565
 CN0565                         *CURRENT SURVEY CONTROL
 CN0565  ___________________________________________________________________
 CN0565* NAD 83(1986)-  32 11 06.     (N)    086 21 53.     (W)     SCALED    
 CN0565* NAVD 88     -        66.341  (meters)     217.65   (feet)  ADJUSTED  
 CN0565  ___________________________________________________________________
 CN0565  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 CN0565  DYNAMIC HT  -          66.265 (meters)     217.40  (feet)  COMP
 CN0565  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 CN0565
 CN0565  VERT ORDER  -  SECOND    CLASS 0
 CN0565
 CN0565.The horizontal coordinates were scaled from a topographic map and have
 CN0565.an estimated accuracy of +/- 6 seconds.
 CN0565
 CN0565.The orthometric height was determined by differential leveling
 CN0565.and adjusted by the National Geodetic Survey in June 1991..
 CN0565
 CN0565.The geoid height was determined by GEOID03.
 CN0565
 CN0565.The dynamic height is computed by dividing the NAVD 88
 CN0565.geopotential number by the normal gravity value computed on the
 CN0565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0565.degrees latitude (g = 980.6199 gals.).
 CN0565
 CN0565.The modeled gravity was interpolated from observed gravity values.
 CN0565
 CN0565;                    North         East    Units  Estimated Accuracy
 CN0565;SPC AL E     -   186,940.      149,890.      MT  (+/- 180 meters Scaled)
 CN0565
 CN0565                          SUPERSEDED SURVEY CONTROL
 CN0565
 CN0565  NGVD 29 (??/??/92)   66.327  (m)          217.61   (f) ADJ UNCH    2 0
 CN0565
 CN0565.Superseded values are not recommended for survey control.
 CN0565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0565.See file dsdata.txt to determine how the superseded data were derived.
 CN0565
 CN0565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA598611(NAD 83)
 CN0565_MARKER: DB = BENCH MARK DISK
 CN0565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0565_STAMPING: D 294 1949
 CN0565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0565+STABILITY: SURFACE MOTION
 CN0565
 CN0565  HISTORY     - Date     Condition        Report By
 CN0565  HISTORY     - 1949     MONUMENTED       CGS
 CN0565
 CN0565                          STATION DESCRIPTION
 CN0565
 CN0565'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0565'0.7 MI N FROM PINTLALLA.
 CN0565'ABOUT 0.7 MILE NORTH ALONG U.S. HIGHWAY 31 FROM THE CROSSROADS AND
 CN0565'MOSLEYS STORE AT PINTLALLA, 73 FEET NORTHWEST OF THE CENTER LINE OF
 CN0565'THE HIGHWAY, 125 FEET WEST AND ACROSS THE HIGHWAY FROM THE WEST CORNER
 CN0565'OF THE SOUTHWEST BRICK COLUMN INSCRIBED BETHEL CEMETERY 1818, 23 FEET
 CN0565'NORTH OF THE CENTER LINE OF A DIM ROAD WEST, 79 FEET NORTH OF THE
 CN0565'NORTH END OF CONCRETE BASE FOR GASOLINE PUMP AT DISMUKES GROCERY AND
 CN0565'MARKET, 1 FOOT EAST OF A WIRE FENCE, 2 FEET SOUTHWEST OF A WHITE
 CN0565'WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 CN0565'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0055 ***********************************************************************
 CN0055  DESIGNATION -  D 295
 CN0055  PID         -  CN0055
 CN0055  STATE/COUNTY-  AL/ELMORE
 CN0055  USGS QUAD   -  WETUMPKA (1987)
 CN0055
 CN0055                         *CURRENT SURVEY CONTROL
 CN0055  ___________________________________________________________________
 CN0055* NAD 83(1986)-  32 30 38.     (N)    086 12 49.     (W)     SCALED    
 CN0055* NAVD 88     -        66.871  (meters)     219.39   (feet)  ADJUSTED  
 CN0055  ___________________________________________________________________
 CN0055  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 CN0055  DYNAMIC HT  -          66.795 (meters)     219.14  (feet)  COMP
 CN0055  MODELED GRAV-     979,493.6   (mgal)                       NAVD 88
 CN0055
 CN0055  VERT ORDER  -  SECOND    CLASS 0
 CN0055
 CN0055.The horizontal coordinates were scaled from a topographic map and have
 CN0055.an estimated accuracy of +/- 6 seconds.
 CN0055
 CN0055.The orthometric height was determined by differential leveling
 CN0055.and adjusted by the National Geodetic Survey in June 1991..
 CN0055
 CN0055.The geoid height was determined by GEOID03.
 CN0055
 CN0055.The dynamic height is computed by dividing the NAVD 88
 CN0055.geopotential number by the normal gravity value computed on the
 CN0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0055.degrees latitude (g = 980.6199 gals.).
 CN0055
 CN0055.The modeled gravity was interpolated from observed gravity values.
 CN0055
 CN0055;                    North         East    Units  Estimated Accuracy
 CN0055;SPC AL E     -   222,980.      164,270.      MT  (+/- 180 meters Scaled)
 CN0055
 CN0055                          SUPERSEDED SURVEY CONTROL
 CN0055
 CN0055  NGVD 29 (??/??/92)   66.844  (m)          219.30   (f) ADJ UNCH    2 0
 CN0055
 CN0055.Superseded values are not recommended for survey control.
 CN0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0055.See file dsdata.txt to determine how the superseded data were derived.
 CN0055
 CN0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA738973(NAD 83)
 CN0055_MARKER: DB = BENCH MARK DISK
 CN0055_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0055_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0055_STAMPING: D 295 1949
 CN0055_PROJECTION: FLUSH
 CN0055_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN0055_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0055+STABILITY: SURFACE MOTION
 CN0055_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN0055+SATELLITE: SATELLITE OBSERVATIONS - September 17, 1996
 CN0055
 CN0055  HISTORY     - Date     Condition        Report By
 CN0055  HISTORY     - 1949     MONUMENTED       CGS
 CN0055  HISTORY     - 19960917 GOOD             BROOKS
 CN0055
 CN0055                          STATION DESCRIPTION
 CN0055
 CN0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0055'1.95 MI S FROM WETUMPKA.
 CN0055'ABOUT 1.95 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 CN0055'WETUMPKA, ABOUT 0.85 MILE SOUTH OF A ROAD WEST TO SOUTHERN NATURAL GAS
 CN0055'CO. ABOUT 0.3 MILE SOUTH OF A ROAD WEST, ABOUT 0.25 MILE SOUTH OF A
 CN0055'ROAD EAST, ABOUT 0.15 MILE NORTHEAST OF A ROAD EAST, AT THE OUTSIDE OF
 CN0055'A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHWEST, 133 FEET EAST AND
 CN0055'ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 403, 127 FEET
 CN0055'SOUTH-SOUTHEAST AND ACROSS HIGHWAY FROM TELEPHONE POLE NO. 404, 91
 CN0055'FEET NORTHEAST OF THE CENTER LINE OF A DRIVE SOUTHEAST TO 2 SMALL
 CN0055'BUILDINGS, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 6 FEET
 CN0055'NORTH OF A TRIANGULAR BLAZED 8-INCH GUM TREE, 1 1/2 FEET SOUTH OF A
 CN0055'WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 CN0055'OF A CONCRETE POST PROJECTING 3 INCHES.
 CN0055
 CN0055                          STATION RECOVERY (1996)
 CN0055
 CN0055'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (ORA)
 CN0055'STATION IN GOOD CONDITION, BUT NOT GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0622 ***********************************************************************
 CN0622  DESIGNATION -  D 296
 CN0622  PID         -  CN0622
 CN0622  STATE/COUNTY-  AL/AUTAUGA
 CN0622  USGS QUAD   -  DEATSVILLE (1984)
 CN0622
 CN0622                         *CURRENT SURVEY CONTROL
 CN0622  ___________________________________________________________________
 CN0622* NAD 83(1986)-  32 30 17.     (N)    086 27 22.     (W)     SCALED    
 CN0622* NAVD 88     -       147.702  (meters)     484.59   (feet)  ADJUSTED  
 CN0622  ___________________________________________________________________
 CN0622  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CN0622  DYNAMIC HT  -         147.531 (meters)     484.02  (feet)  COMP
 CN0622  MODELED GRAV-     979,481.1   (mgal)                       NAVD 88
 CN0622
 CN0622  VERT ORDER  -  SECOND    CLASS 0
 CN0622
 CN0622.The horizontal coordinates were scaled from a topographic map and have
 CN0622.an estimated accuracy of +/- 6 seconds.
 CN0622
 CN0622.The orthometric height was determined by differential leveling
 CN0622.and adjusted by the National Geodetic Survey in June 1991..
 CN0622
 CN0622.The geoid height was determined by GEOID03.
 CN0622
 CN0622.The dynamic height is computed by dividing the NAVD 88
 CN0622.geopotential number by the normal gravity value computed on the
 CN0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0622.degrees latitude (g = 980.6199 gals.).
 CN0622
 CN0622.The modeled gravity was interpolated from observed gravity values.
 CN0622
 CN0622;                    North         East    Units  Estimated Accuracy
 CN0622;SPC AL W     -   278,170.      698,090.      MT  (+/- 180 meters Scaled)
 CN0622
 CN0622                          SUPERSEDED SURVEY CONTROL
 CN0622
 CN0622  NGVD 29 (??/??/92)  147.676  (m)          484.50   (f) ADJ UNCH    2 0
 CN0622
 CN0622.Superseded values are not recommended for survey control.
 CN0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0622.See file dsdata.txt to determine how the superseded data were derived.
 CN0622
 CN0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA510965(NAD 83)
 CN0622_MARKER: DB = BENCH MARK DISK
 CN0622_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0622_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0622_STAMPING: D 296 1949
 CN0622_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0622+STABILITY: SURFACE MOTION
 CN0622
 CN0622  HISTORY     - Date     Condition        Report By
 CN0622  HISTORY     - 1949     MONUMENTED       CGS
 CN0622
 CN0622                          STATION DESCRIPTION
 CN0622
 CN0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0622'3.15 MI N FROM PRATTVILLE.
 CN0622'ABOUT 3.15 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF U.S.
 CN0622'HIGHWAY 82 AND STATE HIGHWAY 14 LEADING WEST AT PRATTVILLE, ABOUT 0.15
 CN0622'MILE NORTH OF BOONES CAFE AND SERVICE STATION, AT THE P. C. MADDOX
 CN0622'RESIDENCE ON EAST SIDE OF HIGHWAY, 139 FEET NORTH OF THE BRICK CHIMNEY
 CN0622'OF HOUSE, 71 1/2 FEET EAST-NORTHEAST OF THE CENTER OF THE JUNCTION OF
 CN0622'HIGHWAY AND A DRIVE WEST TO RED HILL FARM, 67 FEET EAST OF THE CENTER
 CN0622'LINE OF THE HIGHWAY, 32 FEET EAST-SOUTHEAST OF A POWER POLE WITH
 CN0622'TRANSFORMER, 23 FEET SOUTHWEST OF A FENCE CORNER, 18 FEET WEST OF A
 CN0622'FENCE LINE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET
 CN0622'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN0622'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0108 ***********************************************************************
 CN0108  DESIGNATION -  D 297
 CN0108  PID         -  CN0108
 CN0108  STATE/COUNTY-  AL/AUTAUGA
 CN0108  USGS QUAD   -  MARBURY (1987)
 CN0108
 CN0108                         *CURRENT SURVEY CONTROL
 CN0108  ___________________________________________________________________
 CN0108* NAD 83(1986)-  32 40 27.     (N)    086 27 26.     (W)     SCALED    
 CN0108* NAVD 88     -       129.142  (meters)     423.69   (feet)  ADJUSTED  
 CN0108  ___________________________________________________________________
 CN0108  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CN0108  DYNAMIC HT  -         128.994 (meters)     423.21  (feet)  COMP
 CN0108  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CN0108
 CN0108  VERT ORDER  -  SECOND    CLASS 0
 CN0108
 CN0108.The horizontal coordinates were scaled from a topographic map and have
 CN0108.an estimated accuracy of +/- 6 seconds.
 CN0108
 CN0108.The orthometric height was determined by differential leveling
 CN0108.and adjusted by the National Geodetic Survey in June 1991..
 CN0108
 CN0108.The geoid height was determined by GEOID03.
 CN0108
 CN0108.The dynamic height is computed by dividing the NAVD 88
 CN0108.geopotential number by the normal gravity value computed on the
 CN0108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0108.degrees latitude (g = 980.6199 gals.).
 CN0108
 CN0108.The modeled gravity was interpolated from observed gravity values.
 CN0108
 CN0108;                    North         East    Units  Estimated Accuracy
 CN0108;SPC AL W     -   296,960.      697,800.      MT  (+/- 180 meters Scaled)
 CN0108
 CN0108                          SUPERSEDED SURVEY CONTROL
 CN0108
 CN0108  NGVD 29 (??/??/92)  129.113  (m)          423.60   (f) ADJ UNCH    2 0
 CN0108
 CN0108.Superseded values are not recommended for survey control.
 CN0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0108.See file dsdata.txt to determine how the superseded data were derived.
 CN0108
 CN0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB508152(NAD 83)
 CN0108_MARKER: DB = BENCH MARK DISK
 CN0108_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0108_SP_SET: CONCRETE FOUNDATION
 CN0108_STAMPING: D 297 1949
 CN0108_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0108
 CN0108  HISTORY     - Date     Condition        Report By
 CN0108  HISTORY     - 1949     MONUMENTED       CGS
 CN0108
 CN0108                          STATION DESCRIPTION
 CN0108
 CN0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0108'IN WADSWORTH.
 CN0108'AT WADSWORTH, SET VERTICALLY IN THE EAST FACE OF THE CONCRETE
 CN0108'FOUNDATION OF THE MIDDLE ONE OF THREE BUILDINGS OF A LARGE COTTON GIN,
 CN0108'260 FEET NORTHWEST OF THE CENTER OF A ROAD CROSSING AND THE LOUISVILLE
 CN0108'AND NASHVILLE RAILROAD, 141 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 CN0108'A STORE BUILDING, 174 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK, 11
 CN0108'1/2 FEET NORTH OF THE SOUTHEAST CORNER OF THE BUILDING AND ABOUT 2
 CN0108'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1017 ***********************************************************************
 CN1017  DESIGNATION -  D 298
 CN1017  PID         -  CN1017
 CN1017  STATE/COUNTY-  AL/AUTAUGA
 CN1017  USGS QUAD   -  LOWNDESBORO (1981)
 CN1017
 CN1017                         *CURRENT SURVEY CONTROL
 CN1017  ___________________________________________________________________
 CN1017* NAD 83(1986)-  32 21 57.     (N)    086 31 06.     (W)     SCALED    
 CN1017* NAVD 88     -        45.381  (meters)     148.89   (feet)  ADJUSTED  
 CN1017  ___________________________________________________________________
 CN1017  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 CN1017  DYNAMIC HT  -          45.330 (meters)     148.72  (feet)  COMP
 CN1017  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 CN1017
 CN1017  VERT ORDER  -  SECOND    CLASS 0
 CN1017
 CN1017.The horizontal coordinates were scaled from a topographic map and have
 CN1017.an estimated accuracy of +/- 6 seconds.
 CN1017
 CN1017.The orthometric height was determined by differential leveling
 CN1017.and adjusted by the National Geodetic Survey in June 1991..
 CN1017
 CN1017.The geoid height was determined by GEOID03.
 CN1017
 CN1017.The dynamic height is computed by dividing the NAVD 88
 CN1017.geopotential number by the normal gravity value computed on the
 CN1017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1017.degrees latitude (g = 980.6199 gals.).
 CN1017
 CN1017.The modeled gravity was interpolated from observed gravity values.
 CN1017
 CN1017;                    North         East    Units  Estimated Accuracy
 CN1017;SPC AL W     -   262,710.      692,390.      MT  (+/- 180 meters Scaled)
 CN1017
 CN1017                          SUPERSEDED SURVEY CONTROL
 CN1017
 CN1017  NGVD 29 (??/??/92)   45.367  (m)          148.84   (f) ADJ UNCH    2 0
 CN1017
 CN1017.Superseded values are not recommended for survey control.
 CN1017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1017.See file dsdata.txt to determine how the superseded data were derived.
 CN1017
 CN1017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA453810(NAD 83)
 CN1017_MARKER: DB = BENCH MARK DISK
 CN1017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1017_STAMPING: D 298 1949
 CN1017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1017+STABILITY: SURFACE MOTION
 CN1017
 CN1017  HISTORY     - Date     Condition        Report By
 CN1017  HISTORY     - 1949     MONUMENTED       CGS
 CN1017  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN1017
 CN1017                          STATION DESCRIPTION
 CN1017
 CN1017'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1017'11.7 MI SW FROM PRATTVILLE.
 CN1017'ABOUT 5.65 MILES WEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF U.S.
 CN1017'HIGHWAY 82 AT PRATTVILLE, THENCE ABOUT 2.85 MILES SOUTH AND SOUTHEAST
 CN1017'ALONG A GRAVEL ROAD, THENCE ABOUT 0.55 MILE NORTHEAST ALONG A GRAVEL
 CN1017'ROAD, THENCE ABOUT 2.65 MILES SOUTH AND SOUTHWEST ALONG A DIRT ROAD,
 CN1017'ABOUT 0.9 MILE SOUTH OF THE JUNCTION OF A ROAD SOUTHEAST TO POPE PLACE
 CN1017'PLANTATION, ABOUT 0.1 MILE SOUTHWEST OF A LARGE CONCRETE SILO AND
 CN1017'CURVE WITH TANGENTS NORTH AND SOUTHWEST, AT THE WEST CORNER OF A LAWN
 CN1017'AT A TENANT HOUSE, 36 FEET NORTHWEST OF THE WEST CORNER OF THE HOUSE,
 CN1017'40 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE TO HOUSE, 29 FEET
 CN1017'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 5 FEET SOUTH OF A FENCE
 CN1017'CORNER, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN1017'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 CN1017'INCH.
 CN1017
 CN1017                          STATION RECOVERY (1975)
 CN1017
 CN1017'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN1017'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1425 ***********************************************************************
 CN1425  DESIGNATION -  D 299
 CN1425  PID         -  CN1425
 CN1425  STATE/COUNTY-  AL/AUTAUGA
 CN1425  USGS QUAD   -  MILTON (1982)
 CN1425
 CN1425                         *CURRENT SURVEY CONTROL
 CN1425  ___________________________________________________________________
 CN1425* NAD 83(1986)-  32 33 30.     (N)    086 48 24.     (W)     SCALED    
 CN1425* NAVD 88     -        80.087  (meters)     262.75   (feet)  ADJUSTED  
 CN1425  ___________________________________________________________________
 CN1425  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CN1425  DYNAMIC HT  -          79.994 (meters)     262.45  (feet)  COMP
 CN1425  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 CN1425
 CN1425  VERT ORDER  -  SECOND    CLASS 0
 CN1425
 CN1425.The horizontal coordinates were scaled from a topographic map and have
 CN1425.an estimated accuracy of +/- 6 seconds.
 CN1425
 CN1425.The orthometric height was determined by differential leveling
 CN1425.and adjusted by the National Geodetic Survey in June 1991..
 CN1425
 CN1425.The geoid height was determined by GEOID03.
 CN1425
 CN1425.The dynamic height is computed by dividing the NAVD 88
 CN1425.geopotential number by the normal gravity value computed on the
 CN1425.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1425.degrees latitude (g = 980.6199 gals.).
 CN1425
 CN1425.The modeled gravity was interpolated from observed gravity values.
 CN1425
 CN1425;                    North         East    Units  Estimated Accuracy
 CN1425;SPC AL W     -   283,850.      665,110.      MT  (+/- 180 meters Scaled)
 CN1425
 CN1425                          SUPERSEDED SURVEY CONTROL
 CN1425
 CN1425  NGVD 29 (??/??/92)   80.058  (m)          262.66   (f) ADJ UNCH    2 0
 CN1425
 CN1425.Superseded values are not recommended for survey control.
 CN1425.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1425.See file dsdata.txt to determine how the superseded data were derived.
 CN1425
 CN1425_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB181023(NAD 83)
 CN1425_MARKER: DB = BENCH MARK DISK
 CN1425_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1425_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1425_STAMPING: D 299 1949
 CN1425_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1425+STABILITY: SURFACE MOTION
 CN1425
 CN1425  HISTORY     - Date     Condition        Report By
 CN1425  HISTORY     - 1949     MONUMENTED       CGS
 CN1425
 CN1425                          STATION DESCRIPTION
 CN1425
 CN1425'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1425'0.55 MI NE FROM MILTON.
 CN1425'ABOUT 0.55 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE MILTON BAPTIST
 CN1425'CHURCH AT MILTON, AT THE MILTON MERCANTILE STORE, AT THE WEST CORNER
 CN1425'OF A SMALL STORE ROOM, ABOUT 0.45 MILE WEST OF THE JUNCTION OF A ROAD
 CN1425'NORTH, 94 FEET SOUTH OF THE CENTER OF THE JUNCTION OF A ROAD LEADING
 CN1425'NORTH-NORTHWEST, 45 FEET SOUTHWEST OF THE BRICK CHIMNEY ON STORE
 CN1425'BUILDING, 32 FEET SOUTH OF A POWER TRANSFORMER POLE, 44 FEET SOUTHEAST
 CN1425'OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHWEST OF THE WEST
 CN1425'CORNER OF THE STORE ROOM BUILDING, 1 1/2 FEET SOUTHWEST OF A WHITE
 CN1425'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 CN1425'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1070 ***********************************************************************
 EF1070  DESIGNATION -  D 3
 EF1070  PID         -  EF1070
 EF1070  STATE/COUNTY-  AL/COLBERT
 EF1070  USGS QUAD   -  BARTON (1988)
 EF1070
 EF1070                         *CURRENT SURVEY CONTROL
 EF1070  ___________________________________________________________________
 EF1070* NAD 83(1986)-  34 44 08.     (N)    087 52 32.     (W)     SCALED    
 EF1070* NAVD 88     -       141.262  (meters)     463.46   (feet)  ADJUSTED  
 EF1070  ___________________________________________________________________
 EF1070  GEOID HEIGHT-         -27.27  (meters)                     GEOID03
 EF1070  DYNAMIC HT  -         141.124 (meters)     463.00  (feet)  COMP
 EF1070  MODELED GRAV-     979,662.8   (mgal)                       NAVD 88
 EF1070
 EF1070  VERT ORDER  -  FIRST     CLASS II
 EF1070
 EF1070.The horizontal coordinates were scaled from a topographic map and have
 EF1070.an estimated accuracy of +/- 6 seconds.
 EF1070
 EF1070.The orthometric height was determined by differential leveling
 EF1070.and adjusted by the National Geodetic Survey in June 1991..
 EF1070
 EF1070.The geoid height was determined by GEOID03.
 EF1070
 EF1070.The dynamic height is computed by dividing the NAVD 88
 EF1070.geopotential number by the normal gravity value computed on the
 EF1070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1070.degrees latitude (g = 980.6199 gals.).
 EF1070
 EF1070.The modeled gravity was interpolated from observed gravity values.
 EF1070
 EF1070;                    North         East    Units  Estimated Accuracy
 EF1070;SPC AL W     -   525,170.      565,610.      MT  (+/- 180 meters Scaled)
 EF1070
 EF1070                          SUPERSEDED SURVEY CONTROL
 EF1070
 EF1070  NGVD 29 (??/??/92)  141.259  (m)          463.45   (f) ADJ UNCH    1 2
 EF1070
 EF1070.Superseded values are not recommended for survey control.
 EF1070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1070.See file dsdata.txt to determine how the superseded data were derived.
 EF1070
 EF1070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD198440(NAD 83)
 EF1070_MARKER: DD = SURVEY DISK
 EF1070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1070_STAMPING: D 3 1924
 EF1070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1070+STABILITY: SURFACE MOTION
 EF1070
 EF1070  HISTORY     - Date     Condition        Report By
 EF1070  HISTORY     - 1924     MONUMENTED       USGS
 EF1070  HISTORY     - 1944     GOOD             NGS
 EF1070  HISTORY     - 1950     GOOD             TVA
 EF1070  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF1070
 EF1070                          STATION DESCRIPTION
 EF1070
 EF1070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF1070'0.9 MI E FROM BARTON.
 EF1070'ABOUT 0.9 MILE EASTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EF1070'BARTON, AT A FARM CROSSING, ABOUT 100 FEET EAST OF THE SIGN STATION
 EF1070'ONE MILE, 41.0 FEET SOUTH OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE
 EF1070'OF THE TRACK, 32.0 FEET EAST OF THE EAST GATE POST IN THE RIGHT-OF-WAY
 EF1070'FENCE, 27.0 FEET NORTH OF THE CENTER LINE OF U. S. HIGHWAY 72, AND 1.0
 EF1070'FOOT SOUTH OF THE FENCE.  MONUMENT PROJECTS ABOUT 0.6-FOOT. NOTE--
 EF1070'MARK IS 2 FEET WEST OF WITNESS POST.
 EF1070
 EF1070                          STATION RECOVERY (1950)
 EF1070
 EF1070'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1070'RECOVERED IN GOOD CONDITION.
 EF1070
 EF1070                          STATION RECOVERY (1982)
 EF1070
 EF1070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1070'NOT RECOVERED, PROBABLY GRADED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1144 ***********************************************************************
 CM1144  DESIGNATION -  D 30
 CM1144  PID         -  CM1144
 CM1144  STATE/COUNTY-  AL/BULLOCK
 CM1144  USGS QUAD   -  CHESSON (1981)
 CM1144
 CM1144                         *CURRENT SURVEY CONTROL
 CM1144  ___________________________________________________________________
 CM1144* NAD 83(1986)-  32 15 36.     (N)    085 58 14.     (W)     SCALED    
 CM1144* NAVD 88     -        82.329  (meters)     270.11   (feet)  ADJUSTED  
 CM1144  ___________________________________________________________________
 CM1144  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CM1144  DYNAMIC HT  -          82.233 (meters)     269.79  (feet)  COMP
 CM1144  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 CM1144
 CM1144  VERT ORDER  -  SECOND    CLASS 0
 CM1144
 CM1144.The horizontal coordinates were scaled from a topographic map and have
 CM1144.an estimated accuracy of +/- 6 seconds.
 CM1144
 CM1144.The orthometric height was determined by differential leveling
 CM1144.and adjusted by the National Geodetic Survey in June 1991..
 CM1144
 CM1144.The geoid height was determined by GEOID03.
 CM1144
 CM1144.The dynamic height is computed by dividing the NAVD 88
 CM1144.geopotential number by the normal gravity value computed on the
 CM1144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1144.degrees latitude (g = 980.6199 gals.).
 CM1144
 CM1144.The modeled gravity was interpolated from observed gravity values.
 CM1144
 CM1144;                    North         East    Units  Estimated Accuracy
 CM1144;SPC AL E     -   195,140.      187,070.      MT  (+/- 180 meters Scaled)
 CM1144
 CM1144                          SUPERSEDED SURVEY CONTROL
 CM1144
 CM1144  NGVD 29 (??/??/92)   82.315  (m)          270.06   (f) ADJ UNCH    2 0
 CM1144
 CM1144.Superseded values are not recommended for survey control.
 CM1144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1144.See file dsdata.txt to determine how the superseded data were derived.
 CM1144
 CM1144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA969697(NAD 83)
 CM1144_MARKER: DB = BENCH MARK DISK
 CM1144_SETTING: 0 = UNSPECIFIED SETTING
 CM1144_STAMPING: D 30 1934
 CM1144_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1144
 CM1144  HISTORY     - Date     Condition        Report By
 CM1144  HISTORY     - 1934     MONUMENTED       CGS
 CM1144  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM1144
 CM1144                          STATION DESCRIPTION
 CM1144
 CM1144'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1144'2.1 MI NW FROM MITCHELLS.
 CM1144'ALONG THE RIGHT OF WAY OF THE CENTRAL OF GEORGIA RAILWAY, 37
 CM1144'FEET NORTH OF MILE POST S 391, M 23, 45 FEET NORTH OF TRACK, 17
 CM1144'FEET NORTH OF TELEGRAPH POST.
 CM1144
 CM1144                          STATION RECOVERY (1971)
 CM1144
 CM1144'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM1144'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0413 ***********************************************************************
 CN0413  DESIGNATION -  D 300
 CN0413  PID         -  CN0413
 CN0413  STATE/COUNTY-  AL/MONTGOMERY
 CN0413  USGS QUAD   -  SELLERS (1985)
 CN0413
 CN0413                         *CURRENT SURVEY CONTROL
 CN0413  ___________________________________________________________________
 CN0413* NAD 83(1986)-  32 07 01.     (N)    086 16 28.     (W)     SCALED    
 CN0413* NAVD 88     -        96.323  (meters)     316.02   (feet)  ADJUSTED  
 CN0413  ___________________________________________________________________
 CN0413  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CN0413  DYNAMIC HT  -          96.211 (meters)     315.65  (feet)  COMP
 CN0413  MODELED GRAV-     979,479.5   (mgal)                       NAVD 88
 CN0413
 CN0413  VERT ORDER  -  FIRST     CLASS I
 CN0413
 CN0413.The horizontal coordinates were scaled from a topographic map and have
 CN0413.an estimated accuracy of +/- 6 seconds.
 CN0413
 CN0413.The orthometric height was determined by differential leveling
 CN0413.and adjusted by the National Geodetic Survey in June 1991..
 CN0413.WARNING-Repeat measurements at this control monument indicate possible
 CN0413.vertical movement.
 CN0413
 CN0413.The geoid height was determined by GEOID03.
 CN0413
 CN0413.The dynamic height is computed by dividing the NAVD 88
 CN0413.geopotential number by the normal gravity value computed on the
 CN0413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0413.degrees latitude (g = 980.6199 gals.).
 CN0413
 CN0413.The modeled gravity was interpolated from observed gravity values.
 CN0413
 CN0413;                    North         East    Units  Estimated Accuracy
 CN0413;SPC AL E     -   179,360.      158,370.      MT  (+/- 180 meters Scaled)
 CN0413
 CN0413                          SUPERSEDED SURVEY CONTROL
 CN0413
 CN0413  NGVD 29 (??/??/92)   96.305  (m)          315.96   (f) ADJ UNCH    1 1
 CN0413
 CN0413.Superseded values are not recommended for survey control.
 CN0413.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0413.See file dsdata.txt to determine how the superseded data were derived.
 CN0413
 CN0413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA684536(NAD 83)
 CN0413_MARKER: DB = BENCH MARK DISK
 CN0413_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0413_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0413_STAMPING: D 300 1949
 CN0413_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0413+STABILITY: SURFACE MOTION
 CN0413
 CN0413  HISTORY     - Date     Condition        Report By
 CN0413  HISTORY     - 1949     MONUMENTED       CGS
 CN0413  HISTORY     - 1967     GOOD             NGS
 CN0413
 CN0413                          STATION DESCRIPTION
 CN0413
 CN0413'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0413'1.0 MI N FROM ADA.
 CN0413'ABOUT 1.0 MILE NORTH ALONG U. S. HIGHWAY 331 FROM THE JUNCTION OF
 CN0413'STATE HIGHWAY 94 AT ADA, ABOUT 1.1 MILE SOUTH OF A GRAVELED ROAD
 CN0413'CROSSING AND THE POST OFFICE AT SPRAGUE, 0.8 MILE NORTH OF THE
 CN0413'JUNCTION OF A BLACK TOPPED ROAD LEADING WEST TO FLETA, 155 YARDS SOUTH
 CN0413'OF THE SOUTH END OF A DIRT CUT, 60 FEET EAST OF THE CENTER LINE OF THE
 CN0413'HIGHWAY, 1 FOOT WEST OF A FENCE LINE, 204 YARDS SOUTH OF THE JUNCTION
 CN0413'OF A ROAD LEADING EAST TO LAKE TA-LALE, 1 FOOT WEST OF A METAL WITNESS
 CN0413'POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A
 CN0413'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0677 ***********************************************************************
 CN0677  DESIGNATION -  D 301
 CN0677  PID         -  CN0677
 CN0677  STATE/COUNTY-  AL/LOWNDES
 CN0677  USGS QUAD   -  LETOHATCHEE (1985)
 CN0677
 CN0677                         *CURRENT SURVEY CONTROL
 CN0677  ___________________________________________________________________
 CN0677* NAD 83(1986)-  32 14 57.     (N)    086 26 44.     (W)     SCALED    
 CN0677* NAVD 88     -        68.447  (meters)     224.56   (feet)  ADJUSTED  
 CN0677  ___________________________________________________________________
 CN0677  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CN0677  DYNAMIC HT  -          68.369 (meters)     224.31  (feet)  COMP
 CN0677  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 CN0677
 CN0677  VERT ORDER  -  SECOND    CLASS 0
 CN0677
 CN0677.The horizontal coordinates were scaled from a topographic map and have
 CN0677.an estimated accuracy of +/- 6 seconds.
 CN0677
 CN0677.The orthometric height was determined by differential leveling
 CN0677.and adjusted by the National Geodetic Survey in June 1991..
 CN0677
 CN0677.The geoid height was determined by GEOID03.
 CN0677
 CN0677.The dynamic height is computed by dividing the NAVD 88
 CN0677.geopotential number by the normal gravity value computed on the
 CN0677.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0677.degrees latitude (g = 980.6199 gals.).
 CN0677
 CN0677.The modeled gravity was interpolated from observed gravity values.
 CN0677
 CN0677;                    North         East    Units  Estimated Accuracy
 CN0677;SPC AL W     -   249,840.      699,360.      MT  (+/- 180 meters Scaled)
 CN0677
 CN0677                          SUPERSEDED SURVEY CONTROL
 CN0677
 CN0677  NGVD 29 (??/??/92)   68.433  (m)          224.52   (f) ADJ UNCH    2 0
 CN0677
 CN0677.Superseded values are not recommended for survey control.
 CN0677.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0677.See file dsdata.txt to determine how the superseded data were derived.
 CN0677
 CN0677_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA522681(NAD 83)
 CN0677_MARKER: DB = BENCH MARK DISK
 CN0677_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0677_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0677_STAMPING: D 301 1949
 CN0677_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0677+STABILITY: SURFACE MOTION
 CN0677
 CN0677  HISTORY     - Date     Condition        Report By
 CN0677  HISTORY     - 1949     MONUMENTED       CGS
 CN0677
 CN0677                          STATION DESCRIPTION
 CN0677
 CN0677'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0677'5.2 MI SW FROM HOPE HULL.
 CN0677'ABOUT 0.2 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HOPE
 CN0677'HULL, THENCE ABOUT 2.8 MILES SOUTHWEST ALONG A GRAVEL ROAD THENCE
 CN0677'ABOUT 2.2 MILES WEST ALONG A GRAVEL ROAD, ABOUT 0.75 MILE NORTHWEST OF
 CN0677'SHERMAN DAIRY CAMP NO. 2, ABOUT 1.1 MILES SOUTHEAST OF THE OLD
 CN0677'PLEASANT VALLEY CHURCH, AT THE TOP OF A GRADE, 23 FEET NORTHEAST OF
 CN0677'THE CENTER LINE OF THE ROAD, 47.5 FEET NORTHWEST OF THE CENTER OF A
 CN0677'BOARD GATE, 17.5 FEET SOUTHEAST OF A 30-INCH OAK TREE, 36 FEET
 CN0677'NORTHWEST OF A 24-INCH OAK TREE, 1 FOOT SOUTHWEST OF A WIRE FENCE, 2
 CN0677'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CN0677'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0831 ***********************************************************************
 CN0831  DESIGNATION -  D 302
 CN0831  PID         -  CN0831
 CN0831  STATE/COUNTY-  AL/LOWNDES
 CN0831  USGS QUAD   -  LOWNDESBORO (1981)
 CN0831
 CN0831                         *CURRENT SURVEY CONTROL
 CN0831  ___________________________________________________________________
 CN0831* NAD 83(1986)-  32 19 07.     (N)    086 36 22.     (W)     SCALED    
 CN0831* NAVD 88     -       101.298  (meters)     332.34   (feet)  ADJUSTED  
 CN0831  ___________________________________________________________________
 CN0831  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CN0831  DYNAMIC HT  -         101.182 (meters)     331.96  (feet)  COMP
 CN0831  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 CN0831
 CN0831  VERT ORDER  -  SECOND    CLASS 0
 CN0831
 CN0831.The horizontal coordinates were scaled from a topographic map and have
 CN0831.an estimated accuracy of +/- 6 seconds.
 CN0831
 CN0831.The orthometric height was determined by differential leveling
 CN0831.and adjusted by the National Geodetic Survey in June 1991..
 CN0831
 CN0831.The geoid height was determined by GEOID03.
 CN0831
 CN0831.The dynamic height is computed by dividing the NAVD 88
 CN0831.geopotential number by the normal gravity value computed on the
 CN0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0831.degrees latitude (g = 980.6199 gals.).
 CN0831
 CN0831.The modeled gravity was interpolated from observed gravity values.
 CN0831
 CN0831;                    North         East    Units  Estimated Accuracy
 CN0831;SPC AL W     -   257,400.      684,170.      MT  (+/- 180 meters Scaled)
 CN0831
 CN0831                          SUPERSEDED SURVEY CONTROL
 CN0831
 CN0831  NGVD 29 (??/??/92)  101.274  (m)          332.26   (f) ADJ UNCH    2 0
 CN0831
 CN0831.Superseded values are not recommended for survey control.
 CN0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0831.See file dsdata.txt to determine how the superseded data were derived.
 CN0831
 CN0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA370758(NAD 83)
 CN0831_MARKER: DB = BENCH MARK DISK
 CN0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0831_STAMPING: D 302 1949
 CN0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0831+STABILITY: SURFACE MOTION
 CN0831
 CN0831  HISTORY     - Date     Condition        Report By
 CN0831  HISTORY     - 1949     MONUMENTED       CGS
 CN0831  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0831
 CN0831                          STATION DESCRIPTION
 CN0831
 CN0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0831'0.75 MI SE FROM LOWNDESBORO STA.
 CN0831'ABOUT 0.75 MILE SOUTHEAST ALONG A COUNTY ROAD FROM THE WESTERN OF
 CN0831'ALABAMA RAILWAY STATION AT LOWNDESBORO (ST. CLAIR POST OFFICE), 113
 CN0831'FEET NORTH OF THE CENTER LINE OF THE NEW COUNTY HIGHWAY, 22.5 FEET
 CN0831'NORTH OF THE CENTER LINE OF THE OLD ROAD, 26 FEET WEST OF THE CENTER
 CN0831'OF A GAP IN FENCE LINE, 85 FEET EAST OF A POWER POLE, 2 FEET EAST OF A
 CN0831'WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW THE NEW ROAD, ABOUT
 CN0831'LEVEL WITH THE OLD ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN0831'PROJECTING 4 INCHES.
 CN0831
 CN0831                          STATION RECOVERY (1975)
 CN0831
 CN0831'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0831'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0841 ***********************************************************************
 CN0841  DESIGNATION -  D 303
 CN0841  PID         -  CN0841
 CN0841  STATE/COUNTY-  AL/LOWNDES
 CN0841  USGS QUAD   -  HAYNEVILLE (1981)
 CN0841
 CN0841                         *CURRENT SURVEY CONTROL
 CN0841  ___________________________________________________________________
 CN0841* NAD 83(1986)-  32 14 09.     (N)    086 36 05.     (W)     SCALED    
 CN0841* NAVD 88     -        85.279  (meters)     279.79   (feet)  ADJUSTED  
 CN0841  ___________________________________________________________________
 CN0841  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CN0841  DYNAMIC HT  -          85.181 (meters)     279.46  (feet)  COMP
 CN0841  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CN0841
 CN0841  VERT ORDER  -  SECOND    CLASS 0
 CN0841
 CN0841.The horizontal coordinates were scaled from a topographic map and have
 CN0841.an estimated accuracy of +/- 6 seconds.
 CN0841
 CN0841.The orthometric height was determined by differential leveling
 CN0841.and adjusted by the National Geodetic Survey in June 1991..
 CN0841
 CN0841.The geoid height was determined by GEOID03.
 CN0841
 CN0841.The dynamic height is computed by dividing the NAVD 88
 CN0841.geopotential number by the normal gravity value computed on the
 CN0841.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0841.degrees latitude (g = 980.6199 gals.).
 CN0841
 CN0841.The modeled gravity was interpolated from observed gravity values.
 CN0841
 CN0841;                    North         East    Units  Estimated Accuracy
 CN0841;SPC AL W     -   248,230.      684,690.      MT  (+/- 180 meters Scaled)
 CN0841
 CN0841                          SUPERSEDED SURVEY CONTROL
 CN0841
 CN0841  NGVD 29 (??/??/92)   85.257  (m)          279.71   (f) ADJ UNCH    2 0
 CN0841
 CN0841.Superseded values are not recommended for survey control.
 CN0841.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0841.See file dsdata.txt to determine how the superseded data were derived.
 CN0841
 CN0841_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA375666(NAD 83)
 CN0841_MARKER: DB = BENCH MARK DISK
 CN0841_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0841_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0841_STAMPING: D 303 1949
 CN0841_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0841+STABILITY: SURFACE MOTION
 CN0841
 CN0841  HISTORY     - Date     Condition        Report By
 CN0841  HISTORY     - 1949     MONUMENTED       CGS
 CN0841  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0841
 CN0841                          STATION DESCRIPTION
 CN0841
 CN0841'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0841'2.2 MI S FROM LOWNDESBORO.
 CN0841'ABOUT 2.2 MILES SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 CN0841'HIGHWAY 80 AT LOWNDESBORO, ABOUT 3.85 MILES NORTH ALONG STATE HIGHWAY
 CN0841'97 FROM THE COURT HOUSE SQUARE AT HAYNEVILLE, ABOUT 0.6 MILE SOUTH OF
 CN0841'A CHURCH, ABOUT 0.2 MILE SOUTH OF THE TOP OF A GRADE, 138 YARDS NORTH
 CN0841'OF AN 8-FOOT CONCRETE CULVERT, 60 FEET WEST OF THE CENTER LINE OF THE
 CN0841'HIGHWAY, 1 FOOT EAST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 CN0841'WITNESS POST, 4 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 CN0841'CONCRETE POST PROJECTING 4 INCHES.
 CN0841
 CN0841                          STATION RECOVERY (1975)
 CN0841
 CN0841'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0841'BM SEARCHED FOR AND NOT FOUND. THE TELEPHONE CO. HAS AN UNDERGROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0977 ***********************************************************************
 CN0977  DESIGNATION -  D 304
 CN0977  PID         -  CN0977
 CN0977  STATE/COUNTY-  AL/LOWNDES
 CN0977  USGS QUAD   -  PLEASANT HILL (1987)
 CN0977
 CN0977                         *CURRENT SURVEY CONTROL
 CN0977  ___________________________________________________________________
 CN0977* NAD 83(1986)-  32 09 35.     (N)    086 53 18.     (W)     SCALED    
 CN0977* NAVD 88     -        92.817  (meters)     304.52   (feet)  ADJUSTED  
 CN0977  ___________________________________________________________________
 CN0977  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CN0977  DYNAMIC HT  -          92.711 (meters)     304.17  (feet)  COMP
 CN0977  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CN0977
 CN0977  VERT ORDER  -  SECOND    CLASS 0
 CN0977
 CN0977.The horizontal coordinates were scaled from a topographic map and have
 CN0977.an estimated accuracy of +/- 6 seconds.
 CN0977
 CN0977.The orthometric height was determined by differential leveling
 CN0977.and adjusted by the National Geodetic Survey in June 1991..
 CN0977
 CN0977.The geoid height was determined by GEOID03.
 CN0977
 CN0977.The dynamic height is computed by dividing the NAVD 88
 CN0977.geopotential number by the normal gravity value computed on the
 CN0977.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0977.degrees latitude (g = 980.6199 gals.).
 CN0977
 CN0977.The modeled gravity was interpolated from observed gravity values.
 CN0977
 CN0977;                    North         East    Units  Estimated Accuracy
 CN0977;SPC AL W     -   239,600.      657,700.      MT  (+/- 180 meters Scaled)
 CN0977
 CN0977                          SUPERSEDED SURVEY CONTROL
 CN0977
 CN0977  NGVD 29 (??/??/92)   92.776  (m)          304.38   (f) ADJ UNCH    2 0
 CN0977
 CN0977.Superseded values are not recommended for survey control.
 CN0977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0977.See file dsdata.txt to determine how the superseded data were derived.
 CN0977
 CN0977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA105581(NAD 83)
 CN0977_MARKER: DB = BENCH MARK DISK
 CN0977_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0977_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0977_STAMPING: D 304 1949
 CN0977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0977+STABILITY: SURFACE MOTION
 CN0977
 CN0977  HISTORY     - Date     Condition        Report By
 CN0977  HISTORY     - 1949     MONUMENTED       CGS
 CN0977
 CN0977                          STATION DESCRIPTION
 CN0977
 CN0977'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0977'1.6 MI E FROM PLEASANT HILL.
 CN0977'ABOUT 1.6 MILES EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 CN0977'PLEASANT HILL, AT THE TOP OF A GRADE AND SOUTHWEST AND ACROSS THE ROAD
 CN0977'FROM A CATTLE PEN WITH LOADING CHUTE, 77 FEET SOUTHWEST OF THE CENTER
 CN0977'LINE OF THE ROAD, 54 FEET SOUTHWEST OF THE R/W FENCE, 8 FEET NORTHEAST
 CN0977'OF A LONE 12-INCH PINE TREE, 56 FEET WEST-SOUTHWEST OF THE CENTER OF A
 CN0977'GATE IN R/W FENCE, 120 FEET WEST-NORTHWEST OF A POWER POLE, 2 FEET
 CN0977'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 CN0977'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0996 ***********************************************************************
 CN0996  DESIGNATION -  D 305
 CN0996  PID         -  CN0996
 CN0996  STATE/COUNTY-  AL/AUTAUGA
 CN0996  USGS QUAD   -  DURANT BEND (1982)
 CN0996
 CN0996                         *CURRENT SURVEY CONTROL
 CN0996  ___________________________________________________________________
 CN0996* NAD 83(1986)-  32 26 29.     (N)    086 48 28.     (W)     SCALED    
 CN0996* NAVD 88     -        96.873  (meters)     317.82   (feet)  ADJUSTED  
 CN0996  ___________________________________________________________________
 CN0996  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CN0996  DYNAMIC HT  -          96.761 (meters)     317.46  (feet)  COMP
 CN0996  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 CN0996
 CN0996  VERT ORDER  -  SECOND    CLASS 0
 CN0996
 CN0996.The horizontal coordinates were scaled from a topographic map and have
 CN0996.an estimated accuracy of +/- 6 seconds.
 CN0996
 CN0996.The orthometric height was determined by differential leveling
 CN0996.and adjusted by the National Geodetic Survey in June 1991..
 CN0996
 CN0996.The geoid height was determined by GEOID03.
 CN0996
 CN0996.The dynamic height is computed by dividing the NAVD 88
 CN0996.geopotential number by the normal gravity value computed on the
 CN0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0996.degrees latitude (g = 980.6199 gals.).
 CN0996
 CN0996.The modeled gravity was interpolated from observed gravity values.
 CN0996
 CN0996;                    North         East    Units  Estimated Accuracy
 CN0996;SPC AL W     -   270,880.      665,090.      MT  (+/- 180 meters Scaled)
 CN0996
 CN0996                          SUPERSEDED SURVEY CONTROL
 CN0996
 CN0996  NGVD 29 (??/??/92)   96.836  (m)          317.70   (f) ADJ UNCH    2 0
 CN0996
 CN0996.Superseded values are not recommended for survey control.
 CN0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0996.See file dsdata.txt to determine how the superseded data were derived.
 CN0996
 CN0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA180893(NAD 83)
 CN0996_MARKER: DB = BENCH MARK DISK
 CN0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0996_STAMPING: D 305 1949
 CN0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0996+STABILITY: SURFACE MOTION
 CN0996
 CN0996  HISTORY     - Date     Condition        Report By
 CN0996  HISTORY     - 1949     MONUMENTED       CGS
 CN0996
 CN0996                          STATION DESCRIPTION
 CN0996
 CN0996'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0996'3.65 MI SW FROM MULBERRY.
 CN0996'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER IVY
 CN0996'CREEK AT MULBERRY, THENCE ABOUT 2.05 MILES SOUTH ALONG A DIRT ROAD,
 CN0996'ABOUT 0.4 MILE SOUTH OF THE JUNCTION OF A DIM ROAD WEST, AT A TENANT
 CN0996'HOUSE ON NORTHEAST SIDE OF THE ROAD AND AT A CURVE IN THE ROAD WITH
 CN0996'TANGENTS WEST-NORTHWEST AND SOUTH, 52 FEET EAST OF THE CENTER LINE OF
 CN0996'THE ROAD, 55 FEET NORTHEAST OF A FENCE CORNER, 24 FEET EAST-SOUTHEAST
 CN0996'OF A 24-INCH MULBERRY TREE, 21 FEET SOUTHWEST OF A FENCE CORNER, 13
 CN0996'1/2 FEET SOUTHEAST OF THE SOUTH CORNER OF THE HOUSE, 1 1/2 FEET
 CN0996'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND
 CN0996'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2150 ***********************************************************************
 CN2150  DESIGNATION -  D 307
 CN2150  PID         -  CN2150
 CN2150  STATE/COUNTY-  AL/DALLAS
 CN2150  USGS QUAD   -  TASSO (1987)
 CN2150
 CN2150                         *CURRENT SURVEY CONTROL
 CN2150  ___________________________________________________________________
 CN2150* NAD 83(1986)-  32 11 41.     (N)    087 10 13.     (W)     SCALED    
 CN2150* NAVD 88     -        35.511  (meters)     116.51   (feet)  ADJUSTED  
 CN2150  ___________________________________________________________________
 CN2150  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CN2150  DYNAMIC HT  -          35.471 (meters)     116.37  (feet)  COMP
 CN2150  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 CN2150
 CN2150  VERT ORDER  -  SECOND    CLASS 0
 CN2150
 CN2150.The horizontal coordinates were scaled from a topographic map and have
 CN2150.an estimated accuracy of +/- 6 seconds.
 CN2150
 CN2150.The orthometric height was determined by differential leveling
 CN2150.and adjusted by the National Geodetic Survey in June 1991..
 CN2150
 CN2150.The geoid height was determined by GEOID03.
 CN2150
 CN2150.The dynamic height is computed by dividing the NAVD 88
 CN2150.geopotential number by the normal gravity value computed on the
 CN2150.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2150.degrees latitude (g = 980.6199 gals.).
 CN2150
 CN2150.The modeled gravity was interpolated from observed gravity values.
 CN2150
 CN2150;                    North         East    Units  Estimated Accuracy
 CN2150;SPC AL W     -   243,360.      631,090.      MT  (+/- 180 meters Scaled)
 CN2150
 CN2150                          SUPERSEDED SURVEY CONTROL
 CN2150
 CN2150  NGVD 29 (??/??/92)   35.470  (m)          116.37   (f) ADJ UNCH    2 0
 CN2150
 CN2150.Superseded values are not recommended for survey control.
 CN2150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2150.See file dsdata.txt to determine how the superseded data were derived.
 CN2150
 CN2150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA839620(NAD 83)
 CN2150_MARKER: DB = BENCH MARK DISK
 CN2150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2150_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2150_STAMPING: D 307 1949
 CN2150_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2150+STABILITY: SURFACE MOTION
 CN2150
 CN2150  HISTORY     - Date     Condition        Report By
 CN2150  HISTORY     - 1949     MONUMENTED       CGS
 CN2150
 CN2150                          STATION DESCRIPTION
 CN2150
 CN2150'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN2150'11.15 MI SE FROM ORRVILLE.
 CN2150'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 22 FROM THE BAPTIST CHURCH AT
 CN2150'ORRVILLE, THENCE ABOUT 4.05 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 CN2150'THENCE ABOUT 0.85 MILE SOUTH AND ABOUT 5.05 MILES SOUTH-SOUTHEAST
 CN2150'ALONG GRAVEL ROADS, THENCE ABOUT 0.95 MILE SOUTHWEST AND WEST ALONG A
 CN2150'GRAVEL ROAD, AT THE NORTH ENTRANCE TO MOLLETTE AIRPORT, 18 FEET EAST
 CN2150'OF THE CENTER LINE OF THE GATE ACROSS ENTRANCE ROAD, 15 1/2 FEET SOUTH
 CN2150'OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTH OF THE FENCE LINE, 1 1/2
 CN2150'FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 CN2150'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0946 ***********************************************************************
 CN0946  DESIGNATION -  D 308
 CN0946  PID         -  CN0946
 CN0946  STATE/COUNTY-  AL/DALLAS
 CN0946  USGS QUAD   -  SARDIS (1982)
 CN0946
 CN0946                         *CURRENT SURVEY CONTROL
 CN0946  ___________________________________________________________________
 CN0946* NAD 83(1986)-  32 16 33.     (N)    086 56 52.     (W)     SCALED    
 CN0946* NAVD 88     -        78.499  (meters)     257.54   (feet)  ADJUSTED  
 CN0946  ___________________________________________________________________
 CN0946  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CN0946  DYNAMIC HT  -          78.409 (meters)     257.25  (feet)  COMP
 CN0946  MODELED GRAV-     979,491.4   (mgal)                       NAVD 88
 CN0946
 CN0946  VERT ORDER  -  SECOND    CLASS 0
 CN0946
 CN0946.The horizontal coordinates were scaled from a topographic map and have
 CN0946.an estimated accuracy of +/- 6 seconds.
 CN0946
 CN0946.The orthometric height was determined by differential leveling
 CN0946.and adjusted by the National Geodetic Survey in June 1991..
 CN0946
 CN0946.The geoid height was determined by GEOID03.
 CN0946
 CN0946.The dynamic height is computed by dividing the NAVD 88
 CN0946.geopotential number by the normal gravity value computed on the
 CN0946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0946.degrees latitude (g = 980.6199 gals.).
 CN0946
 CN0946.The modeled gravity was interpolated from observed gravity values.
 CN0946
 CN0946;                    North         East    Units  Estimated Accuracy
 CN0946;SPC AL W     -   252,440.      652,020.      MT  (+/- 180 meters Scaled)
 CN0946
 CN0946                          SUPERSEDED SURVEY CONTROL
 CN0946
 CN0946  NGVD 29 (??/??/92)   78.455  (m)          257.40   (f) ADJ UNCH    2 0
 CN0946
 CN0946.Superseded values are not recommended for survey control.
 CN0946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0946.See file dsdata.txt to determine how the superseded data were derived.
 CN0946
 CN0946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA049710(NAD 83)
 CN0946_MARKER: DB = BENCH MARK DISK
 CN0946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0946_STAMPING: D 308 1949
 CN0946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0946+STABILITY: SURFACE MOTION
 CN0946
 CN0946  HISTORY     - Date     Condition        Report By
 CN0946  HISTORY     - 1949     MONUMENTED       CGS
 CN0946
 CN0946                          STATION DESCRIPTION
 CN0946
 CN0946'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0946'2.45 MI E FROM SARDIS.
 CN0946'ABOUT 2.45 MILES EAST ALONG A GRAVEL ROAD LEADING TO POLK FROM THE
 CN0946'POST OFFICE AT SARDIS, AT A SCHOOL SOUTH OF ROAD, 469 FEET EAST OF THE
 CN0946'CENTER OF THE JUNCTION OF A ROAD NORTH, 46 FEET SOUTH OF THE CENTER
 CN0946'LINE OF THE ROAD, 23 FEET SOUTH OF A POWER POLE, 38 FEET
 CN0946'EAST-NORTHEAST OF THE BRICK CHIMNEY AT THE NORTHEAST CORNER OF THE
 CN0946'NORTHEAST WING OF THE SCHOOL, 14 FEET SOUTHEAST OF A WELL PUMP, 1 1/2
 CN0946'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 CN0946'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0957 ***********************************************************************
 CN0957  DESIGNATION -  D 309
 CN0957  PID         -  CN0957
 CN0957  STATE/COUNTY-  AL/DALLAS
 CN0957  USGS QUAD   -  PLEASANT HILL (1987)
 CN0957
 CN0957                         *CURRENT SURVEY CONTROL
 CN0957  ___________________________________________________________________
 CN0957* NAD 83(1986)-  32 14 50.     (N)    086 54 13.     (W)     SCALED    
 CN0957* NAVD 88     -        83.661  (meters)     274.48   (feet)  ADJUSTED  
 CN0957  ___________________________________________________________________
 CN0957  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CN0957  DYNAMIC HT  -          83.564 (meters)     274.16  (feet)  COMP
 CN0957  MODELED GRAV-     979,485.9   (mgal)                       NAVD 88
 CN0957
 CN0957  VERT ORDER  -  SECOND    CLASS 0
 CN0957
 CN0957.The horizontal coordinates were scaled from a topographic map and have
 CN0957.an estimated accuracy of +/- 6 seconds.
 CN0957
 CN0957.The orthometric height was determined by differential leveling
 CN0957.and adjusted by the National Geodetic Survey in June 1991..
 CN0957
 CN0957.The geoid height was determined by GEOID03.
 CN0957
 CN0957.The dynamic height is computed by dividing the NAVD 88
 CN0957.geopotential number by the normal gravity value computed on the
 CN0957.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0957.degrees latitude (g = 980.6199 gals.).
 CN0957
 CN0957.The modeled gravity was interpolated from observed gravity values.
 CN0957
 CN0957;                    North         East    Units  Estimated Accuracy
 CN0957;SPC AL W     -   249,290.      656,200.      MT  (+/- 180 meters Scaled)
 CN0957
 CN0957                          SUPERSEDED SURVEY CONTROL
 CN0957
 CN0957  NGVD 29 (??/??/92)   83.620  (m)          274.34   (f) ADJ UNCH    2 0
 CN0957
 CN0957.Superseded values are not recommended for survey control.
 CN0957.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0957.See file dsdata.txt to determine how the superseded data were derived.
 CN0957
 CN0957_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA090678(NAD 83)
 CN0957_MARKER: DB = BENCH MARK DISK
 CN0957_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0957_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0957_STAMPING: D 309 1949
 CN0957_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0957+STABILITY: SURFACE MOTION
 CN0957
 CN0957  HISTORY     - Date     Condition        Report By
 CN0957  HISTORY     - 1949     MONUMENTED       CGS
 CN0957
 CN0957                          STATION DESCRIPTION
 CN0957
 CN0957'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0957'0.95 MI S FROM POLK.
 CN0957'ABOUT 0.95 MILE SOUTH ALONG A COUNTY ROAD LEADING TO PLEASANT HILL
 CN0957'FROM THE CROSSROADS AT POLK, ABOUT 0.6 MILE NORTH OF AN EAST-WEST
 CN0957'CROSSROAD, AT THE JUNCTION OF A GRAVEL ROAD WEST, 93 FEET WEST OF THE
 CN0957'CENTER LINE OF THE MAIN ROAD, 20 FEET NORTH OF THE CENTER LINE OF THE
 CN0957'ROAD WEST, 2 1/2 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE
 CN0957'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD WEST AND SET IN THE TOP
 CN0957'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0111 ***********************************************************************
 CN0111  DESIGNATION -  D 31
 CN0111  PID         -  CN0111
 CN0111  STATE/COUNTY-  AL/AUTAUGA
 CN0111  USGS QUAD   -  MARBURY (1987)
 CN0111
 CN0111                         *CURRENT SURVEY CONTROL
 CN0111  ___________________________________________________________________
 CN0111* NAD 83(1986)-  32 42 07.     (N)    086 28 15.     (W)     SCALED    
 CN0111* NAVD 88     -       157.135  (meters)     515.53   (feet)  ADJUSTED  
 CN0111  ___________________________________________________________________
 CN0111  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN0111  DYNAMIC HT  -         156.955 (meters)     514.94  (feet)  COMP
 CN0111  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CN0111
 CN0111  VERT ORDER  -  SECOND    CLASS 0
 CN0111
 CN0111.The horizontal coordinates were scaled from a topographic map and have
 CN0111.an estimated accuracy of +/- 6 seconds.
 CN0111
 CN0111.The orthometric height was determined by differential leveling
 CN0111.and adjusted by the National Geodetic Survey in June 1991..
 CN0111
 CN0111.The geoid height was determined by GEOID03.
 CN0111
 CN0111.The dynamic height is computed by dividing the NAVD 88
 CN0111.geopotential number by the normal gravity value computed on the
 CN0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0111.degrees latitude (g = 980.6199 gals.).
 CN0111
 CN0111.The modeled gravity was interpolated from observed gravity values.
 CN0111
 CN0111;                    North         East    Units  Estimated Accuracy
 CN0111;SPC AL W     -   300,030.      696,500.      MT  (+/- 180 meters Scaled)
 CN0111
 CN0111                          SUPERSEDED SURVEY CONTROL
 CN0111
 CN0111  NGVD 29 (??/??/92)  157.10   (m)          515.4    (f) COMPUTED    2 0
 CN0111
 CN0111.Superseded values are not recommended for survey control.
 CN0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0111.See file dsdata.txt to determine how the superseded data were derived.
 CN0111
 CN0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB495183(NAD 83)
 CN0111_MARKER: DB = BENCH MARK DISK
 CN0111_SETTING: 0 = UNSPECIFIED SETTING
 CN0111_STAMPING: D 31 1934
 CN0111_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0111
 CN0111  HISTORY     - Date     Condition        Report By
 CN0111  HISTORY     - 1934     MONUMENTED       CGS
 CN0111  HISTORY     - 1943     MARK NOT FOUND   LOCENG
 CN0111
 CN0111                          STATION DESCRIPTION
 CN0111
 CN0111'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0111'IN MARBURY.
 CN0111'ALONG THE RIGHT OF WAY OF THE LOUISVILLE AND NASHVILLE RAILROAD 37 1/2
 CN0111'RAILS, APPROXIMATELY 484 YARDS NORTHWEST OF MILEPOST L 461.  4 1/2
 CN0111'RAILS SOUTHEAST OF THE STATION BUILDING.  30 FEET NORTHEAST OF THE
 CN0111'MAIN LINE TRACK.  43 FEET SOUTHEAST OF PUBLIC CROSSING.
 CN0111
 CN0111                          STATION RECOVERY (1943)
 CN0111
 CN0111'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 CN0111'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1582 ***********************************************************************
 CN1582  DESIGNATION -  D 310 RESET
 CN1582  PID         -  CN1582
 CN1582  STATE/COUNTY-  AL/PERRY
 CN1582  USGS QUAD   -  SUTTLE (1987)
 CN1582
 CN1582                         *CURRENT SURVEY CONTROL
 CN1582  ___________________________________________________________________
 CN1582* NAD 83(1986)-  32 31 55.     (N)    087 11 22.     (W)     SCALED    
 CN1582* NAVD 88     -        45.12   (meters)     148.0    (feet)  RESET     
 CN1582  ___________________________________________________________________
 CN1582  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CN1582
 CN1582  VERT ORDER  -  THIRD
 CN1582
 CN1582.The horizontal coordinates were scaled from a topographic map and have
 CN1582.an estimated accuracy of +/- 6 seconds.
 CN1582
 CN1582.The orthometric height was computed from unverified reset data.
 CN1582
 CN1582.The geoid height was determined by GEOID03.
 CN1582
 CN1582;                    North         East    Units  Estimated Accuracy
 CN1582;SPC AL W     -   280,750.      629,170.      MT  (+/- 180 meters Scaled)
 CN1582
 CN1582                          SUPERSEDED SURVEY CONTROL
 CN1582
 CN1582.No superseded survey control is available for this station.
 CN1582
 CN1582_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA822994(NAD 83)
 CN1582_MARKER: DB = BENCH MARK DISK
 CN1582_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN1582_SP_SET: BRIDGE ABUTMENT
 CN1582_STAMPING: D 310 RESET 1964
 CN1582_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN1582
 CN1582  HISTORY     - Date     Condition        Report By
 CN1582  HISTORY     - 1964     MONUMENTED       CGS
 CN1582
 CN1582                          STATION DESCRIPTION
 CN1582
 CN1582'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CN1582'1.0 MI S FROM SUTTLES.
 CN1582'ABOUT 0.4 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 CN1582'SUTTLES, THENCE GO WEST ON A BLACKTOP ROAD FOR 0.6 MILE TO THE EAST
 CN1582'END OF A RELIEF BRIDGE, SET IN THE TOP OF THE SOUTHEAST ABUTMENT OF
 CN1582'THE SOUTHEAST CORNER OF THE BRIDGE, 12 FEET SOUTH OF THE CENTER LINE
 CN1582'OF THE BRIDGE, ABOUT 0.6 FOOT ABOVE THE LEVEL OF THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1580 ***********************************************************************
 CN1580  DESIGNATION -  D 312
 CN1580  PID         -  CN1580
 CN1580  STATE/COUNTY-  AL/PERRY
 CN1580  USGS QUAD   -  SUTTLE (1987)
 CN1580
 CN1580                         *CURRENT SURVEY CONTROL
 CN1580  ___________________________________________________________________
 CN1580* NAD 83(1986)-  32 31 51.     (N)    087 09 42.     (W)     SCALED    
 CN1580* NAVD 88     -        47.710  (meters)     156.53   (feet)  ADJUSTED  
 CN1580  ___________________________________________________________________
 CN1580  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 CN1580  DYNAMIC HT  -          47.655 (meters)     156.35  (feet)  COMP
 CN1580  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 CN1580
 CN1580  VERT ORDER  -  SECOND    CLASS 0
 CN1580
 CN1580.The horizontal coordinates were scaled from a topographic map and have
 CN1580.an estimated accuracy of +/- 6 seconds.
 CN1580
 CN1580.The orthometric height was determined by differential leveling
 CN1580.and adjusted by the National Geodetic Survey in June 1991..
 CN1580
 CN1580.The geoid height was determined by GEOID03.
 CN1580
 CN1580.The dynamic height is computed by dividing the NAVD 88
 CN1580.geopotential number by the normal gravity value computed on the
 CN1580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1580.degrees latitude (g = 980.6199 gals.).
 CN1580
 CN1580.The modeled gravity was interpolated from observed gravity values.
 CN1580
 CN1580;                    North         East    Units  Estimated Accuracy
 CN1580;SPC AL W     -   280,640.      631,780.      MT  (+/- 180 meters Scaled)
 CN1580
 CN1580                          SUPERSEDED SURVEY CONTROL
 CN1580
 CN1580  NGVD 29 (??/??/92)   47.667  (m)          156.39   (f) ADJ UNCH    2 0
 CN1580
 CN1580.Superseded values are not recommended for survey control.
 CN1580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1580.See file dsdata.txt to determine how the superseded data were derived.
 CN1580
 CN1580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA848992(NAD 83)
 CN1580_MARKER: DB = BENCH MARK DISK
 CN1580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1580_STAMPING: D 312 1949
 CN1580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1580+STABILITY: SURFACE MOTION
 CN1580
 CN1580  HISTORY     - Date     Condition        Report By
 CN1580  HISTORY     - 1949     MONUMENTED       CGS
 CN1580
 CN1580                          STATION DESCRIPTION
 CN1580
 CN1580'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1580'1.7 MI SE FROM SUTTLE.
 CN1580'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 CN1580'AT SUTTLE, THENCE ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD, AT A TENANT
 CN1580'HOUSE SOUTH OF ROAD, ABOUT 0.1 MILE EAST OF A WHITE HOUSE NORTH OF
 CN1580'ROAD, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 28.7 FEET SOUTH OF
 CN1580'A FENCE CORNER, 24 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE
 CN1580'TENANT HOUSE, 1 FOOT WEST OF A FENCE LINE SOUTH, 1 1/2 FEET NORTH OF A
 CN1580'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 CN1580'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0654 ***********************************************************************
 EF0654  DESIGNATION -  D 313
 EF0654  PID         -  EF0654
 EF0654  STATE/COUNTY-  AL/LIMESTONE
 EF0654  USGS QUAD   -  GREENBRIER (1992)
 EF0654
 EF0654                         *CURRENT SURVEY CONTROL
 EF0654  ___________________________________________________________________
 EF0654* NAD 83(1986)-  34 40 46.     (N)    086 47 45.     (W)     SCALED    
 EF0654* NAVD 88     -       201.118  (meters)     659.83   (feet)  ADJUSTED  
 EF0654  ___________________________________________________________________
 EF0654  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 EF0654  DYNAMIC HT  -         200.920 (meters)     659.18  (feet)  COMP
 EF0654  MODELED GRAV-     979,643.3   (mgal)                       NAVD 88
 EF0654
 EF0654  VERT ORDER  -  FIRST     CLASS II
 EF0654
 EF0654.The horizontal coordinates were scaled from a topographic map and have
 EF0654.an estimated accuracy of +/- 6 seconds.
 EF0654
 EF0654.The orthometric height was determined by differential leveling
 EF0654.and adjusted by the National Geodetic Survey in June 1991..
 EF0654
 EF0654.The geoid height was determined by GEOID03.
 EF0654
 EF0654.The dynamic height is computed by dividing the NAVD 88
 EF0654.geopotential number by the normal gravity value computed on the
 EF0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0654.degrees latitude (g = 980.6199 gals.).
 EF0654
 EF0654.The modeled gravity was interpolated from observed gravity values.
 EF0654
 EF0654;                    North         East    Units  Estimated Accuracy
 EF0654;SPC AL W     -   519,110.      664,530.      MT  (+/- 180 meters Scaled)
 EF0654
 EF0654                          SUPERSEDED SURVEY CONTROL
 EF0654
 EF0654  NGVD 29 (??/??/92)  201.092  (m)          659.75   (f) ADJ UNCH    1 2
 EF0654
 EF0654.Superseded values are not recommended for survey control.
 EF0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0654.See file dsdata.txt to determine how the superseded data were derived.
 EF0654
 EF0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED187375(NAD 83)
 EF0654_MARKER: DB = BENCH MARK DISK
 EF0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0654_STAMPING: D 313 1949
 EF0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0654+STABILITY: SURFACE MOTION
 EF0654
 EF0654  HISTORY     - Date     Condition        Report By
 EF0654  HISTORY     - 1949     MONUMENTED       CGS
 EF0654  HISTORY     - 1975     POOR             TVA
 EF0654  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0654
 EF0654                          STATION DESCRIPTION
 EF0654
 EF0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0654'2.9 MI NE FROM GREENBRIER.
 EF0654'ABOUT 2.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0654'AT GREENBRIER, ABOUT 2.8 MILES SOUTHWEST OF THE STATION AT MADISON,
 EF0654'ABOUT 0.55 MILE SOUTHWEST OF OVERPASS OF A GRAVEL ROAD OVER THE TRACK
 EF0654'AND THE MADISON-LIMESTONE COUNTY LINE, 23 FEET SOUTHEAST OF THE
 EF0654'SOUTHEAST RAIL, 57.5 FEET SOUTH-SOUTHWEST OF THE CENTER OF A PRIVATE
 EF0654'ROAD CROSSING, 32 FEET NORHTEAST OF POLE NO. 10, 2 FEET NORTHWEST OF A
 EF0654'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 EF0654'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- TOP OF MONUMENT
 EF0654'HAS BEEN KNOCKED OFF.  PARK OF CAP IS STILL IN MONUMENT.
 EF0654
 EF0654                          STATION RECOVERY (1975)
 EF0654
 EF0654'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 EF0654'MARK RECOVERED IN POOR CONDITION.
 EF0654
 EF0654                          STATION RECOVERY (1982)
 EF0654
 EF0654'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0654'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0624 ***********************************************************************
 EF0624  DESIGNATION -  D 314
 EF0624  PID         -  EF0624
 EF0624  STATE/COUNTY-  AL/MADISON
 EF0624  USGS QUAD   -  HUNTSVILLE (1991)
 EF0624
 EF0624                         *CURRENT SURVEY CONTROL
 EF0624  ___________________________________________________________________
 EF0624* NAD 83(1986)-  34 41 26.     (N)    086 34 48.     (W)     SCALED    
 EF0624* NAVD 88     -       184.297  (meters)     604.65   (feet)  ADJUSTED  
 EF0624  ___________________________________________________________________
 EF0624  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 EF0624  DYNAMIC HT  -         184.110 (meters)     604.03  (feet)  COMP
 EF0624  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 EF0624
 EF0624  VERT ORDER  -  FIRST     CLASS II
 EF0624
 EF0624.The horizontal coordinates were scaled from a topographic map and have
 EF0624.an estimated accuracy of +/- 6 seconds.
 EF0624
 EF0624.The orthometric height was determined by differential leveling
 EF0624.and adjusted by the National Geodetic Survey in June 1991..
 EF0624
 EF0624.The geoid height was determined by GEOID03.
 EF0624
 EF0624.The dynamic height is computed by dividing the NAVD 88
 EF0624.geopotential number by the normal gravity value computed on the
 EF0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0624.degrees latitude (g = 980.6199 gals.).
 EF0624
 EF0624.The modeled gravity was interpolated from observed gravity values.
 EF0624
 EF0624;                    North         East    Units  Estimated Accuracy
 EF0624;SPC AL E     -   464,960.      131,590.      MT  (+/- 180 meters Scaled)
 EF0624
 EF0624                          SUPERSEDED SURVEY CONTROL
 EF0624
 EF0624  NGVD 29 (??/??/92)  184.244  (m)          604.47   (f) ADJ UNCH    1 2
 EF0624
 EF0624.Superseded values are not recommended for survey control.
 EF0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0624.See file dsdata.txt to determine how the superseded data were derived.
 EF0624
 EF0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED384388(NAD 83)
 EF0624_MARKER: DB = BENCH MARK DISK
 EF0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0624_SP_SET: CULVERT
 EF0624_STAMPING: D 314 1949
 EF0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0624
 EF0624  HISTORY     - Date     Condition        Report By
 EF0624  HISTORY     - 1949     MONUMENTED       CGS
 EF0624  HISTORY     - 1965     GOOD             NGS
 EF0624
 EF0624                          STATION DESCRIPTION
 EF0624
 EF0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0624'2.8 MI SE FROM HUNTSVILLE.
 EF0624'ABOUT 2.8 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 EF0624'LOUIS RAILWAY FROM THE STATION AT HUNTSVILLE, AT A PUBLIC ROAD
 EF0624'CROSSING LEADING WEST TO THE HUNTSVILLE MUNICIPAL AIRPORT, 23 FEET
 EF0624'SOUTH OF THE CENTER LINE OF THE ROAD, 22 FEET SOUTHWEST OF THE
 EF0624'SOUTHWEST RAIL, SET IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE
 EF0624'HEAD WALL OF A 6-FOOT CONCRETE AND STONE CULVERT, AND ABOUT LEVEL WITH
 EF0624'THE CROSSING.  NOTE-- THE RAILROAD IS NOW THE LOUISVILLE AND
 EF0624'NASHVILLE.
 EF0624
 EF0624                          STATION RECOVERY (1965)
 EF0624
 EF0624'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EF0624'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0603 ***********************************************************************
 EF0603  DESIGNATION -  D 315
 EF0603  PID         -  EF0603
 EF0603  STATE/COUNTY-  AL/MADISON
 EF0603  USGS QUAD   -  MERIDIANVILLE (1982)
 EF0603
 EF0603                         *CURRENT SURVEY CONTROL
 EF0603  ___________________________________________________________________
 EF0603* NAD 83(1986)-  34 47 05.     (N)    086 33 33.     (W)     SCALED    
 EF0603* NAVD 88     -       242.882  (meters)     796.86   (feet)  ADJUSTED  
 EF0603  ___________________________________________________________________
 EF0603  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 EF0603  DYNAMIC HT  -         242.636 (meters)     796.05  (feet)  COMP
 EF0603  MODELED GRAV-     979,617.4   (mgal)                       NAVD 88
 EF0603
 EF0603  VERT ORDER  -  FIRST     CLASS II
 EF0603
 EF0603.The horizontal coordinates were scaled from a topographic map and have
 EF0603.an estimated accuracy of +/- 6 seconds.
 EF0603
 EF0603.The orthometric height was determined by differential leveling
 EF0603.and adjusted by the National Geodetic Survey in June 1991..
 EF0603
 EF0603.The geoid height was determined by GEOID03.
 EF0603
 EF0603.The dynamic height is computed by dividing the NAVD 88
 EF0603.geopotential number by the normal gravity value computed on the
 EF0603.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0603.degrees latitude (g = 980.6199 gals.).
 EF0603
 EF0603.The modeled gravity was interpolated from observed gravity values.
 EF0603
 EF0603;                    North         East    Units  Estimated Accuracy
 EF0603;SPC AL E     -   475,390.      133,570.      MT  (+/- 180 meters Scaled)
 EF0603
 EF0603                          SUPERSEDED SURVEY CONTROL
 EF0603
 EF0603.No superseded survey control is available for this station.
 EF0603
 EF0603_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED403492(NAD 83)
 EF0603_MARKER: DB = BENCH MARK DISK
 EF0603_SETTING: 66 = SET IN ROCK OUTCROP
 EF0603_SP_SET: ROCK CUT
 EF0603_STAMPING: D 315 1949
 EF0603_MARK LOGO: CGS   
 EF0603_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0603+STABILITY: POSITION/ELEVATION WELL
 EF0603
 EF0603  HISTORY     - Date     Condition        Report By
 EF0603  HISTORY     - 1949     MONUMENTED       CGS
 EF0603  HISTORY     - 1982     GOOD             NGS
 EF0603
 EF0603                          STATION DESCRIPTION
 EF0603
 EF0603'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0603'0.8 MI SW FROM CHASE.
 EF0603'ABOUT 0.8 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0603'AT CHASE, 102 FEET SOUTHWEST AND ACROSS THE TRACK FROM MILE POST 335,
 EF0603'SET VERTICALLY IN THE NORTHEAST END OF A ROCK CUT, 5.7 FEET SOUTHEAST
 EF0603'OF THE SOUTHEAST RAIL, 97 FEET SOUTHWEST AND ACROSS THE TRACK FROM
 EF0603'B.M. P-2, AND ABOUT 2 FEET ABOVE THE TRACK.
 EF0603
 EF0603                          STATION RECOVERY (1982)
 EF0603
 EF0603'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0603'RECOVERED IN GOOD CONDITION.  NOTE, ALSO 6.3 KM (3.9 MI) NORTHEAST
 EF0603'ALONG THE SOUTHERN RAILROAD FROM THE HISTORICAL MUSEUM (FORMALLY THE
 EF0603'OLD RAILROAD STATION) IN HUNTSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0087 ***********************************************************************
 EF0087  DESIGNATION -  D 316
 EF0087  PID         -  EF0087
 EF0087  STATE/COUNTY-  AL/JACKSON
 EF0087  USGS QUAD   -  PAINT ROCK (1982)
 EF0087
 EF0087                         *CURRENT SURVEY CONTROL
 EF0087  ___________________________________________________________________
 EF0087* NAD 83(1986)-  34 38 09.     (N)    086 15 52.     (W)     SCALED    
 EF0087* NAVD 88     -       183.590  (meters)     602.33   (feet)  ADJUSTED  
 EF0087  ___________________________________________________________________
 EF0087  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 EF0087  DYNAMIC HT  -         183.404 (meters)     601.72  (feet)  COMP
 EF0087  MODELED GRAV-     979,622.2   (mgal)                       NAVD 88
 EF0087
 EF0087  VERT ORDER  -  FIRST     CLASS II
 EF0087
 EF0087.The horizontal coordinates were scaled from a topographic map and have
 EF0087.an estimated accuracy of +/- 6 seconds.
 EF0087
 EF0087.The orthometric height was determined by differential leveling
 EF0087.and adjusted by the National Geodetic Survey in June 1991..
 EF0087
 EF0087.The geoid height was determined by GEOID03.
 EF0087
 EF0087.The dynamic height is computed by dividing the NAVD 88
 EF0087.geopotential number by the normal gravity value computed on the
 EF0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0087.degrees latitude (g = 980.6199 gals.).
 EF0087
 EF0087.The modeled gravity was interpolated from observed gravity values.
 EF0087
 EF0087;                    North         East    Units  Estimated Accuracy
 EF0087;SPC AL E     -   458,720.      160,470.      MT  (+/- 180 meters Scaled)
 EF0087
 EF0087                          SUPERSEDED SURVEY CONTROL
 EF0087
 EF0087.No superseded survey control is available for this station.
 EF0087
 EF0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED674329(NAD 83)
 EF0087_MARKER: DB = BENCH MARK DISK
 EF0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0087_SP_SET: CULVERT
 EF0087_STAMPING: D 316 1949
 EF0087_MARK LOGO: CGS   
 EF0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0087
 EF0087  HISTORY     - Date     Condition        Report By
 EF0087  HISTORY     - 1949     MONUMENTED       CGS
 EF0087  HISTORY     - 1963     GOOD             NGS
 EF0087  HISTORY     - 1983     GOOD             NGS
 EF0087
 EF0087                          STATION DESCRIPTION
 EF0087
 EF0087'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EF0087'0.8 MI NE FROM WOODVILLE.
 EF0087'ABOUT 0.8 MILE NE ALONG NO. 72 U. S. HWY. FROM THE SKEWED MAIN
 EF0087'CROSSROADS IN WOODVILLE, 84 FEET SE OF SE RAIL OF SOUTHERN RAILWAY,
 EF0087'1.1 FEET SW OF NE END OF NW 33-FOOT HEADWALL OF TRIPLE 10-FOOT
 EF0087'CONCRETE BOX CULVERTS UNDER THE HWY., 18 FEET NW OF CENTER LINE OF
 EF0087'21-FOOT ASPHALT HWY. PAVEMENT, 1.5 FEET LOWER THAN SAME, SET IN DRILL
 EF0087'HOLE.
 EF0087
 EF0087                          STATION RECOVERY (1983)
 EF0087
 EF0087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EF0087'RECOVERED IN GOOD CONDITION.  NOTE, DELETE FROM THE STATION AND ADD
 EF0087'FROM THE CROSSING OF JACKSON COUNTY ROAD 63.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0933 ***********************************************************************
 EE0933  DESIGNATION -  D 317
 EE0933  PID         -  EE0933
 EE0933  STATE/COUNTY-  AL/JACKSON
 EE0933  USGS QUAD   -  WANNVILLE (1970)
 EE0933
 EE0933                         *CURRENT SURVEY CONTROL
 EE0933  ___________________________________________________________________
 EE0933* NAD 83(1986)-  34 46 06.     (N)    085 53 46.     (W)     SCALED    
 EE0933* NAVD 88     -       185.575  (meters)     608.84   (feet)  ADJUSTED  
 EE0933  ___________________________________________________________________
 EE0933  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE0933  DYNAMIC HT  -         185.392 (meters)     608.24  (feet)  COMP
 EE0933  MODELED GRAV-     979,647.8   (mgal)                       NAVD 88
 EE0933
 EE0933  VERT ORDER  -  FIRST     CLASS II
 EE0933
 EE0933.The horizontal coordinates were scaled from a topographic map and have
 EE0933.an estimated accuracy of +/- 6 seconds.
 EE0933
 EE0933.The orthometric height was determined by differential leveling
 EE0933.and adjusted by the National Geodetic Survey in June 1991..
 EE0933
 EE0933.The geoid height was determined by GEOID03.
 EE0933
 EE0933.The dynamic height is computed by dividing the NAVD 88
 EE0933.geopotential number by the normal gravity value computed on the
 EE0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0933.degrees latitude (g = 980.6199 gals.).
 EE0933
 EE0933.The modeled gravity was interpolated from observed gravity values.
 EE0933
 EE0933;                    North         East    Units  Estimated Accuracy
 EE0933;SPC AL E     -   473,330.      194,250.      MT  (+/- 180 meters Scaled)
 EE0933
 EE0933                          SUPERSEDED SURVEY CONTROL
 EE0933
 EE0933  NGVD 29 (??/??/92)  185.555  (m)          608.77   (f) ADJ UNCH    1 2
 EE0933
 EE0933.Superseded values are not recommended for survey control.
 EE0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0933.See file dsdata.txt to determine how the superseded data were derived.
 EE0933
 EE0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD010479(NAD 83)
 EE0933_MARKER: DB = BENCH MARK DISK
 EE0933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0933_STAMPING: D 317 1950
 EE0933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0933+STABILITY: SURFACE MOTION
 EE0933
 EE0933  HISTORY     - Date     Condition        Report By
 EE0933  HISTORY     - 1950     MONUMENTED       CGS
 EE0933  HISTORY     - 1963     GOOD             NGS
 EE0933  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0933
 EE0933                          STATION DESCRIPTION
 EE0933
 EE0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0933'2.4 MI S FROM FACKLER.
 EE0933'ABOUT 1.8 MILES SOUTHERLY AND EASTERLY ALONG AN ASPHALT COUNTY
 EE0933'ROAD FROM THE RAILROAD CROSSING IN FACKLER, THENCE 0.6 MILE
 EE0933'SOUTHERLY ALONG NO. 72 U.S. HWY. TO CROSS ROAD AND THE MARK
 EE0933'ON THE RIGHT, 63 FEET W OF CENTER LINE OF 22-FOOT HWY. PAVEMENT,
 EE0933'2.7 FEET LOWER THAN SAME, 40 FEET N OF PROJECTED LINE OF ASPHALT
 EE0933'ROAD TANGENT FROM THE E, 32 FEET N OF CENTER LINE OF EARTH ROAD,
 EE0933'1.3 FEET SSW OF STEEL WITNESS POST, AND FLUSH WITH GROUND.
 EE0933
 EE0933                          STATION RECOVERY (1983)
 EE0933
 EE0933'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0933'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION, WITNESS POST FOUND
 EE0933'LYING ON THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0929 ***********************************************************************
 EE0929  DESIGNATION -  D 318
 EE0929  PID         -  EE0929
 EE0929  STATE/COUNTY-  AL/JACKSON
 EE0929  USGS QUAD   -  STEVENSON (1983)
 EE0929
 EE0929                         *CURRENT SURVEY CONTROL
 EE0929  ___________________________________________________________________
 EE0929* NAD 83(1986)-  34 46 55.     (N)    085 52 24.     (W)     SCALED    
 EE0929* NAVD 88     -       185.639  (meters)     609.05   (feet)  ADJUSTED  
 EE0929  ___________________________________________________________________
 EE0929  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE0929  DYNAMIC HT  -         185.456 (meters)     608.45  (feet)  COMP
 EE0929  MODELED GRAV-     979,647.3   (mgal)                       NAVD 88
 EE0929
 EE0929  VERT ORDER  -  FIRST     CLASS II
 EE0929
 EE0929.The horizontal coordinates were scaled from a topographic map and have
 EE0929.an estimated accuracy of +/- 6 seconds.
 EE0929
 EE0929.The orthometric height was determined by differential leveling
 EE0929.and adjusted by the National Geodetic Survey in June 1991..
 EE0929
 EE0929.The geoid height was determined by GEOID03.
 EE0929
 EE0929.The dynamic height is computed by dividing the NAVD 88
 EE0929.geopotential number by the normal gravity value computed on the
 EE0929.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0929.degrees latitude (g = 980.6199 gals.).
 EE0929
 EE0929.The modeled gravity was interpolated from observed gravity values.
 EE0929
 EE0929;                    North         East    Units  Estimated Accuracy
 EE0929;SPC AL E     -   474,840.      196,340.      MT  (+/- 180 meters Scaled)
 EE0929
 EE0929                          SUPERSEDED SURVEY CONTROL
 EE0929
 EE0929  NGVD 29 (??/??/92)  185.617  (m)          608.98   (f) ADJ UNCH    1 2
 EE0929
 EE0929.Superseded values are not recommended for survey control.
 EE0929.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0929.See file dsdata.txt to determine how the superseded data were derived.
 EE0929
 EE0929_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD030494(NAD 83)
 EE0929_MARKER: DB = BENCH MARK DISK
 EE0929_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0929_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0929_STAMPING: D 318 1950
 EE0929_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0929+STABILITY: SURFACE MOTION
 EE0929
 EE0929  HISTORY     - Date     Condition        Report By
 EE0929  HISTORY     - 1950     MONUMENTED       CGS
 EE0929  HISTORY     - 1963     GOOD             NGS
 EE0929
 EE0929                          STATION DESCRIPTION
 EE0929
 EE0929'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0929'3.5 MI SE FROM FACKLER.
 EE0929'ABOUT 1.8 MILES SOUTHERLY AND EASTERLY ALONG AN ASPHALT COUNTY
 EE0929'ROAD FROM THE RAILROAD CROSSING IN FACKLER, THENCE 0.8 MILE NNE
 EE0929'ALONG NO. 72 U.S. HWY., THENCE 0.9 MILE E AND SE ALONG GRAVEL
 EE0929'ROAD TO SKEWED CROSSROADS AND THE MARK, 37 FEET E OF CENTER LINE
 EE0929'OF ONE ROAD, 36 FEET SE OF THE OTHER, LEVEL WITH THE LATTER, 1.7 FEET
 EE0929'E OF STEEL WITNESS POST, AND PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0018 ***********************************************************************
 CN0018  DESIGNATION -  D 32
 CN0018  PID         -  CN0018
 CN0018  STATE/COUNTY-  AL/COOSA
 CN0018  USGS QUAD   -  ROCKFORD (1971)
 CN0018
 CN0018                         *CURRENT SURVEY CONTROL
 CN0018  ___________________________________________________________________
 CN0018* NAD 83(1986)-  32 53 47.     (N)    086 11 07.     (W)     SCALED    
 CN0018* NAVD 88     -       246.128  (meters)     807.50   (feet)  ADJUSTED  
 CN0018  ___________________________________________________________________
 CN0018  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN0018  DYNAMIC HT  -         245.842 (meters)     806.57  (feet)  COMP
 CN0018  MODELED GRAV-     979,470.5   (mgal)                       NAVD 88
 CN0018
 CN0018  VERT ORDER  -  SECOND    CLASS 0
 CN0018
 CN0018.The horizontal coordinates were scaled from a topographic map and have
 CN0018.an estimated accuracy of +/- 6 seconds.
 CN0018
 CN0018.The orthometric height was determined by differential leveling
 CN0018.and adjusted by the National Geodetic Survey in June 1991..
 CN0018
 CN0018.The geoid height was determined by GEOID03.
 CN0018
 CN0018.The dynamic height is computed by dividing the NAVD 88
 CN0018.geopotential number by the normal gravity value computed on the
 CN0018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0018.degrees latitude (g = 980.6199 gals.).
 CN0018
 CN0018.The modeled gravity was interpolated from observed gravity values.
 CN0018
 CN0018;                    North         East    Units  Estimated Accuracy
 CN0018;SPC AL E     -   265,760.      167,070.      MT  (+/- 180 meters Scaled)
 CN0018
 CN0018                          SUPERSEDED SURVEY CONTROL
 CN0018
 CN0018  NGVD 29 (??/??/92)  246.101  (m)          807.42   (f) ADJ UNCH    2 0
 CN0018
 CN0018.Superseded values are not recommended for survey control.
 CN0018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0018.See file dsdata.txt to determine how the superseded data were derived.
 CN0018
 CN0018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB761400(NAD 83)
 CN0018_MARKER: DB = BENCH MARK DISK
 CN0018_SETTING: 0 = UNSPECIFIED SETTING
 CN0018_STAMPING: D 32 1934
 CN0018_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0018
 CN0018  HISTORY     - Date     Condition        Report By
 CN0018  HISTORY     - 1934     MONUMENTED       CGS
 CN0018  HISTORY     - 1943     MARK NOT FOUND   LOCENG
 CN0018
 CN0018                          STATION DESCRIPTION
 CN0018
 CN0018'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0018'2.2 MI NE FROM ROCKFORD.
 CN0018'ALONG THE STATE HIGHWAY NO. 22, 17 YARDS WEST OF ROAD TO FARMS OWNED
 CN0018'BY W.T. PALMER AND DEWEY GOODGAME.  12 FEET SOUTHWEST OF 3 1/2 FOOT
 CN0018'PINE TREE.  32 FEET NORTH OF CENTER LINE OF HIGHWAY.  NOTE-- IN APRIL
 CN0018'1943, THE CONCRETE POST WAS FOUND OVERTURNED AT THE BOTTOM OF THE
 CN0018'HIGHWAY GRADE.  LATER IT WAS REPLACED IN A VERTICAL POSITION IN THE
 CN0018'LOOSE EARTH OF THE HIGHWAY FILL.  ITS PRESENT ELEVATION IS UNKNOWN.
 CN0018'USE WITH CAUTION.
 CN0018
 CN0018                          STATION RECOVERY (1943)
 CN0018
 CN0018'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1943
 CN0018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1891 ***********************************************************************
 CN1891  DESIGNATION -  D 321
 CN1891  PID         -  CN1891
 CN1891  STATE/COUNTY-  AL/DALLAS
 CN1891  USGS QUAD   -  SELMA (1977)
 CN1891
 CN1891                         *CURRENT SURVEY CONTROL
 CN1891  ___________________________________________________________________
 CN1891* NAD 83(1986)-  32 28 21.     (N)    087 04 07.     (W)     SCALED    
 CN1891* NAVD 88     -        62.687  (meters)     205.67   (feet)  ADJUSTED  
 CN1891  ___________________________________________________________________
 CN1891  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CN1891  DYNAMIC HT  -          62.615 (meters)     205.43  (feet)  COMP
 CN1891  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 CN1891
 CN1891  VERT ORDER  -  SECOND    CLASS 0
 CN1891
 CN1891.The horizontal coordinates were scaled from a topographic map and have
 CN1891.an estimated accuracy of +/- 6 seconds.
 CN1891
 CN1891.The orthometric height was determined by differential leveling
 CN1891.and adjusted by the National Geodetic Survey in June 1991..
 CN1891
 CN1891.The geoid height was determined by GEOID03.
 CN1891
 CN1891.The dynamic height is computed by dividing the NAVD 88
 CN1891.geopotential number by the normal gravity value computed on the
 CN1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1891.degrees latitude (g = 980.6199 gals.).
 CN1891
 CN1891.The modeled gravity was interpolated from observed gravity values.
 CN1891
 CN1891;                    North         East    Units  Estimated Accuracy
 CN1891;SPC AL W     -   274,200.      640,550.      MT  (+/- 180 meters Scaled)
 CN1891
 CN1891                          SUPERSEDED SURVEY CONTROL
 CN1891
 CN1891  NGVD 29 (??/??/92)   62.645  (m)          205.53   (f) ADJ UNCH    2 0
 CN1891
 CN1891.Superseded values are not recommended for survey control.
 CN1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1891.See file dsdata.txt to determine how the superseded data were derived.
 CN1891
 CN1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA935928(NAD 83)
 CN1891_MARKER: DB = BENCH MARK DISK
 CN1891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1891_STAMPING: D 321 1950
 CN1891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1891+STABILITY: SURFACE MOTION
 CN1891
 CN1891  HISTORY     - Date     Condition        Report By
 CN1891  HISTORY     - 1950     MONUMENTED       CGS
 CN1891
 CN1891                          STATION DESCRIPTION
 CN1891
 CN1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1891'9.4 MI SE FROM SUTTLE.
 CN1891'ABOUT 7.5 MILES SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 CN1891'IN SUTTLE, THENCE 1.9 MILES EAST, NORTH AND EAST ALONG PERSIMMON TREE
 CN1891'ROAD, AT THE TOP OF A GRADE, 105 YARDS WEST OF THE JUNCTION OF A ROAD
 CN1891'LEADING NORTHWEST, 25 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 13
 CN1891'FEET EAST OF THE CENTER OF A GATE, 1 1/2 FEET NORTH OF THE FENCE LINE,
 CN1891'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 CN1891'AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  THIS MARK MAY
 CN1891'BE REACHED FROM THE ROAD JUNCTION AND SCHOOL IN SUMMERFIELD BY GOING
 CN1891'WEST ON A GRAVEL ROAD 0.2 MILE, THENCE 3.1 MILE SOUTH ALONG A GRAVEL
 CN1891'ROAD LEADING TO SELMA, THENCE 1.0 MILE WEST ALONG PERSIMMON TREE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2023 ***********************************************************************
 CN2023  DESIGNATION -  D 322
 CN2023  PID         -  CN2023
 CN2023  STATE/COUNTY-  AL/WILCOX
 CN2023  USGS QUAD   -  CAMDEN NORTH (1974)
 CN2023
 CN2023                         *CURRENT SURVEY CONTROL
 CN2023  ___________________________________________________________________
 CN2023* NAD 83(1986)-  32 04 59.     (N)    087 18 17.     (W)     SCALED    
 CN2023* NAVD 88     -        62.267  (meters)     204.29   (feet)  ADJUSTED  
 CN2023  ___________________________________________________________________
 CN2023  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CN2023  DYNAMIC HT  -          62.195 (meters)     204.05  (feet)  COMP
 CN2023  MODELED GRAV-     979,493.4   (mgal)                       NAVD 88
 CN2023
 CN2023  VERT ORDER  -  SECOND    CLASS 0
 CN2023
 CN2023.The horizontal coordinates were scaled from a topographic map and have
 CN2023.an estimated accuracy of +/- 6 seconds.
 CN2023
 CN2023.The orthometric height was determined by differential leveling
 CN2023.and adjusted by the National Geodetic Survey in June 1991..
 CN2023
 CN2023.The geoid height was determined by GEOID03.
 CN2023
 CN2023.The dynamic height is computed by dividing the NAVD 88
 CN2023.geopotential number by the normal gravity value computed on the
 CN2023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2023.degrees latitude (g = 980.6199 gals.).
 CN2023
 CN2023.The modeled gravity was interpolated from observed gravity values.
 CN2023
 CN2023;                    North         East    Units  Estimated Accuracy
 CN2023;SPC AL W     -   230,950.      618,440.      MT  (+/- 180 meters Scaled)
 CN2023
 CN2023                          SUPERSEDED SURVEY CONTROL
 CN2023
 CN2023  NGVD 29 (??/??/92)   62.224  (m)          204.15   (f) ADJ UNCH    2 0
 CN2023
 CN2023.Superseded values are not recommended for survey control.
 CN2023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2023.See file dsdata.txt to determine how the superseded data were derived.
 CN2023
 CN2023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA712496(NAD 83)
 CN2023_MARKER: DB = BENCH MARK DISK
 CN2023_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2023_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2023_STAMPING: D 322 1950
 CN2023_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2023+STABILITY: SURFACE MOTION
 CN2023
 CN2023  HISTORY     - Date     Condition        Report By
 CN2023  HISTORY     - 1950     MONUMENTED       CGS
 CN2023  HISTORY     - 1964     GOOD             NGS
 CN2023
 CN2023                          STATION DESCRIPTION
 CN2023
 CN2023'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CN2023'14.6 MI SE FROM ALBERTA.
 CN2023'LOCATED 14.6 MILES SOUTHEAST ALONG WILCOX COUNTY ROAD NO. 29 FROM THE
 CN2023'SOUTHERN RAILROAD STATION IN ALABERTA, ACROSS THE HIGHWAY AND EAST OF
 CN2023'A SMALL WHITE TENANT HOUSE, 53 FEET NORTHEAST OF THE CENTERLINE OF THE
 CN2023'NEW ROAD, 31 FEET SOUTHWEST OF AN OLD GRAVELED ROAD, 2 FEET NE OF A
 CN2023'FENCE CORNER, AND 1 FOOT N. OF THE METAL WITNESS POST.  IT IS A
 CN2023'STANDARD DISK STAMPED D 322 1950 SET IN THE TOP OF A 12-INCH ROUND
 CN2023'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1978 ***********************************************************************
 CN1978  DESIGNATION -  D 323
 CN1978  PID         -  CN1978
 CN1978  STATE/COUNTY-  AL/WILCOX
 CN1978  USGS QUAD   -  CAMDEN NORTH (1974)
 CN1978
 CN1978                         *CURRENT SURVEY CONTROL
 CN1978  ___________________________________________________________________
 CN1978* NAD 83(1986)-  32 00 50.     (N)    087 18 36.     (W)     SCALED    
 CN1978* NAVD 88     -        56.942  (meters)     186.82   (feet)  ADJUSTED  
 CN1978  ___________________________________________________________________
 CN1978  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CN1978  DYNAMIC HT  -          56.876 (meters)     186.60  (feet)  COMP
 CN1978  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CN1978
 CN1978  VERT ORDER  -  SECOND    CLASS 0
 CN1978
 CN1978.The horizontal coordinates were scaled from a topographic map and have
 CN1978.an estimated accuracy of +/- 6 seconds.
 CN1978
 CN1978.The orthometric height was determined by differential leveling
 CN1978.and adjusted by the National Geodetic Survey in June 1991..
 CN1978
 CN1978.The geoid height was determined by GEOID03.
 CN1978
 CN1978.The dynamic height is computed by dividing the NAVD 88
 CN1978.geopotential number by the normal gravity value computed on the
 CN1978.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1978.degrees latitude (g = 980.6199 gals.).
 CN1978
 CN1978.The modeled gravity was interpolated from observed gravity values.
 CN1978
 CN1978;                    North         East    Units  Estimated Accuracy
 CN1978;SPC AL W     -   223,280.      617,950.      MT  (+/- 180 meters Scaled)
 CN1978
 CN1978                          SUPERSEDED SURVEY CONTROL
 CN1978
 CN1978  NGVD 29 (??/??/92)   56.904  (m)          186.69   (f) ADJ UNCH    2 0
 CN1978
 CN1978.Superseded values are not recommended for survey control.
 CN1978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1978.See file dsdata.txt to determine how the superseded data were derived.
 CN1978
 CN1978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA707420(NAD 83)
 CN1978_MARKER: DB = BENCH MARK DISK
 CN1978_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1978_SP_SET: SET IN A LIGHT STRUCTURE
 CN1978_STAMPING: D 323 1950
 CN1978_MARK LOGO: CGS   
 CN1978_PROJECTION: FLUSH
 CN1978_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN1978_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1978
 CN1978  HISTORY     - Date     Condition        Report By
 CN1978  HISTORY     - 1950     MONUMENTED       CGS
 CN1978  HISTORY     - 19980127 POOR             NGS
 CN1978
 CN1978                          STATION DESCRIPTION
 CN1978
 CN1978'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1978'2.1 MI NW FROM CAMDEN.
 CN1978'ABOUT 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 28 FROM THE COURT HOUSE
 CN1978'IN CAMDEN, AT THE BOTTOM OF HIGHWAY GRADES, IN THE TOP OF THE
 CN1978'SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A TWIN 20-FOOT CONCRETE
 CN1978'BOX CULVERT, 0.8 FOOT NORTHWEST OF THE SOUTHEAST END OF THE HEADWALL,
 CN1978'28 FEET SOUTHWEST OF AND ABOUT 5 FEET BELOW THE LEVEL OF THE HIGHWAY.
 CN1978
 CN1978                          STATION RECOVERY (1998)
 CN1978
 CN1978'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN1978'THE STATION WAS RECOVERED USING THE LAST RECOVERY BUT THE STATION IS
 CN1978'KNOW 9 FEET (2.7 M) BELOW THE LEVEL OF THE ROAD AND THE CULVERTS
 CN1978'BOTTOM HAS FALLEN OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1732 ***********************************************************************
 CN1732  DESIGNATION -  D 324
 CN1732  PID         -  CN1732
 CN1732  STATE/COUNTY-  AL/DALLAS
 CN1732  USGS QUAD   -  SUMMERFIELD (1987)
 CN1732
 CN1732                         *CURRENT SURVEY CONTROL
 CN1732  ___________________________________________________________________
 CN1732* NAD 83(1986)-  32 37 20.     (N)    087 00 31.     (W)     SCALED    
 CN1732* NAVD 88     -       144.834  (meters)     475.18   (feet)  ADJUSTED  
 CN1732  ___________________________________________________________________
 CN1732  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 CN1732  DYNAMIC HT  -         144.668 (meters)     474.63  (feet)  COMP
 CN1732  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 CN1732
 CN1732  VERT ORDER  -  SECOND    CLASS 0
 CN1732
 CN1732.The horizontal coordinates were scaled from a topographic map and have
 CN1732.an estimated accuracy of +/- 6 seconds.
 CN1732
 CN1732.The orthometric height was determined by differential leveling
 CN1732.and adjusted by the National Geodetic Survey in June 1991..
 CN1732
 CN1732.The geoid height was determined by GEOID03.
 CN1732
 CN1732.The dynamic height is computed by dividing the NAVD 88
 CN1732.geopotential number by the normal gravity value computed on the
 CN1732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1732.degrees latitude (g = 980.6199 gals.).
 CN1732
 CN1732.The modeled gravity was interpolated from observed gravity values.
 CN1732
 CN1732;                    North         East    Units  Estimated Accuracy
 CN1732;SPC AL W     -   290,830.      646,110.      MT  (+/- 180 meters Scaled)
 CN1732
 CN1732                          SUPERSEDED SURVEY CONTROL
 CN1732
 CN1732  NGVD 29 (??/??/92)  144.808  (m)          475.09   (f) ADJ UNCH    2 0
 CN1732
 CN1732.Superseded values are not recommended for survey control.
 CN1732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1732.See file dsdata.txt to determine how the superseded data were derived.
 CN1732
 CN1732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB991094(NAD 83)
 CN1732_MARKER: DB = BENCH MARK DISK
 CN1732_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1732_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1732_STAMPING: D 324 1950
 CN1732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1732+STABILITY: SURFACE MOTION
 CN1732
 CN1732  HISTORY     - Date     Condition        Report By
 CN1732  HISTORY     - 1950     MONUMENTED       CGS
 CN1732  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1732
 CN1732                          STATION DESCRIPTION
 CN1732
 CN1732'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1732'9.2 MI N FROM SUMMERFIELD.
 CN1732'ABOUT 9.2 MILES NORTHEAST AND NORTH ALONG GRAVEL ROADS FROM THE SCHOOL
 CN1732'YARD AT SUMMERFIELD, ABOUT 1.65 MILES SOUTH OF CROSSROADS SCHOOL,
 CN1732'ABOUT 2.7 MILES NORTH OF THE ENTRANCE TO VALLEY CREEK STATE PARK AND
 CN1732'YMCA CAMP GRIST, AT THE TOP OF A GRADE, 35 FEET SOUTHWEST OF THE
 CN1732'CENTER LINE OF THE ROAD, 26 FEET SOUTH OF THE CENTER LINE OF A TRAIL
 CN1732'WEST TO A SAW MILL SITE, 16.5 FEET SOUTH OF A TELEPHONE POLE, 35 FEET
 CN1732'SOUTHWEST OF THE TOP OF THE GRADE, 2 FEET SOUTH OF A WHITE WOODEN
 CN1732'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN1732'CONCRETE POST PROJECTING 3 INCHES.
 CN1732
 CN1732                          STATION RECOVERY (1984)
 CN1732
 CN1732'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1732'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1769 ***********************************************************************
 CN1769  DESIGNATION -  D 325
 CN1769  PID         -  CN1769
 CN1769  STATE/COUNTY-  AL/PERRY
 CN1769  USGS QUAD   -  BUCK CREEK (1987)
 CN1769
 CN1769                         *CURRENT SURVEY CONTROL
 CN1769  ___________________________________________________________________
 CN1769* NAD 83(1986)-  32 41 29.     (N)    087 05 32.     (W)     SCALED    
 CN1769* NAVD 88     -        72.774  (meters)     238.76   (feet)  ADJUSTED  
 CN1769  ___________________________________________________________________
 CN1769  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN1769  DYNAMIC HT  -          72.690 (meters)     238.48  (feet)  COMP
 CN1769  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CN1769
 CN1769  VERT ORDER  -  SECOND    CLASS 0
 CN1769
 CN1769.The horizontal coordinates were scaled from a topographic map and have
 CN1769.an estimated accuracy of +/- 6 seconds.
 CN1769
 CN1769.The orthometric height was determined by differential leveling
 CN1769.and adjusted by the National Geodetic Survey in June 1991..
 CN1769
 CN1769.The geoid height was determined by GEOID03.
 CN1769
 CN1769.The dynamic height is computed by dividing the NAVD 88
 CN1769.geopotential number by the normal gravity value computed on the
 CN1769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1769.degrees latitude (g = 980.6199 gals.).
 CN1769
 CN1769.The modeled gravity was interpolated from observed gravity values.
 CN1769
 CN1769;                    North         East    Units  Estimated Accuracy
 CN1769;SPC AL W     -   298,460.      638,240.      MT  (+/- 180 meters Scaled)
 CN1769
 CN1769                          SUPERSEDED SURVEY CONTROL
 CN1769
 CN1769  NGVD 29 (??/??/92)   72.740  (m)          238.65   (f) ADJ UNCH    2 0
 CN1769
 CN1769.Superseded values are not recommended for survey control.
 CN1769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1769.See file dsdata.txt to determine how the superseded data were derived.
 CN1769
 CN1769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB913170(NAD 83)
 CN1769_MARKER: DB = BENCH MARK DISK
 CN1769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1769_STAMPING: D 325 1950
 CN1769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1769+STABILITY: SURFACE MOTION
 CN1769
 CN1769  HISTORY     - Date     Condition        Report By
 CN1769  HISTORY     - 1950     MONUMENTED       CGS
 CN1769
 CN1769                          STATION DESCRIPTION
 CN1769
 CN1769'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1769'3.6 MI NE FROM OSBORN.
 CN1769'ABOUT 2.75 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE OSBORN STORE
 CN1769'AT OSBORN, THENCE ABOUT 0.85 MILE SOUTHEAST AND EAST ALONG A GRAVEL
 CN1769'ROAD, ABOUT 0.4 MILE EAST OF THE JUNCTION OF A ROAD SOUTH TO
 CN1769'PERRYVILLE, 223 YARDS WEST OF THE WEST END OF A SMALL RED STEEL BRIDGE
 CN1769'OVER OAKMULGEE CREEK, IN A LOW SWAMPY AREA EXTENDING WEST FROM CREEK,
 CN1769'21 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A WHITE
 CN1769'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN1769'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1263 ***********************************************************************
 BU1263  DESIGNATION -  D 326 RESET
 BU1263  PID         -  BU1263
 BU1263  STATE/COUNTY-  AL/WILCOX
 BU1263  USGS QUAD   -  COY (1973)
 BU1263
 BU1263                         *CURRENT SURVEY CONTROL
 BU1263  ___________________________________________________________________
 BU1263* NAD 83(1986)-  31 52 38.     (N)    087 29 54.     (W)     SCALED    
 BU1263* NAVD 88     -        24.35   (meters)      79.9    (feet)  RESET     
 BU1263  ___________________________________________________________________
 BU1263  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BU1263
 BU1263  VERT ORDER  -  THIRD
 BU1263
 BU1263.The horizontal coordinates were scaled from a topographic map and have
 BU1263.an estimated accuracy of +/- 6 seconds.
 BU1263
 BU1263.The orthometric height was computed from unverified reset data.
 BU1263
 BU1263.The geoid height was determined by GEOID03.
 BU1263
 BU1263;                    North         East    Units  Estimated Accuracy
 BU1263;SPC AL W     -   208,110.      600,160.      MT  (+/- 180 meters Scaled)
 BU1263
 BU1263                          SUPERSEDED SURVEY CONTROL
 BU1263
 BU1263  NGVD 29 (??/??/??)   24.32   (m)           79.8    (f) RESET       3  
 BU1263
 BU1263.Superseded values are not recommended for survey control.
 BU1263.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1263.See file dsdata.txt to determine how the superseded data were derived.
 BU1263
 BU1263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA528269(NAD 83)
 BU1263_MARKER: DB = BENCH MARK DISK
 BU1263_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1263_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1263_STAMPING: D 326 RESET 1962
 BU1263_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1263+STABILITY: SURFACE MOTION
 BU1263
 BU1263  HISTORY     - Date     Condition        Report By
 BU1263  HISTORY     - 1962     MONUMENTED       CGS
 BU1263
 BU1263                          STATION DESCRIPTION
 BU1263
 BU1263'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BU1263'14.15 MI SW FROM CAMDEN.
 BU1263'LOCATED 5.35 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE COURTHOUSE AT
 BU1263'CAMDEN, THENCE SOUTHWEST ALONG WILCOX COUNTY ROAD NO. 12 FOR 2.6 MILES
 BU1263'TO A CROSSROAD, THENCE TURN RIGHT AND FOLLOW WILCOX COUNTY ROAD FOR
 BU1263'3.5 MILES TO THE COY POST OFFICE, CONTINUE SOUTHWEST FOR 2.7 MILES TO
 BU1263'THE MARK ON THE LEFT, 0.3 MILE SOUTHWEST OF A LARGE WHITE WOODEN HOUSE
 BU1263'ON THE LEFT AND A T ROAD LEADING NORTH.  IT IS 59 FEET SOUTHEAST OF
 BU1263'THE CENTER OF THE ROAD, 100.5 FEET SOUTH OF REA POWER POLE B 294 AND 1
 BU1263'FOOT EAST OF A METAL WITNESS POST, AND SET IN THE TOP OF A 12-INCH
 BU1263'ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1965 ***********************************************************************
 CN1965  DESIGNATION -  D 327 RESET
 CN1965  PID         -  CN1965
 CN1965  STATE/COUNTY-  AL/WILCOX
 CN1965  USGS QUAD   -  LEE LONG BRIDGE (1974)
 CN1965
 CN1965                         *CURRENT SURVEY CONTROL
 CN1965  ___________________________________________________________________
 CN1965* NAD 83(1986)-  32 01 07.     (N)    087 26 57.     (W)     SCALED    
 CN1965* NAVD 88     -        21.54   (meters)      70.7    (feet)  RESET     
 CN1965  ___________________________________________________________________
 CN1965  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CN1965
 CN1965  VERT ORDER  -  THIRD
 CN1965
 CN1965.The horizontal coordinates were scaled from a topographic map and have
 CN1965.an estimated accuracy of +/- 6 seconds.
 CN1965
 CN1965.The orthometric height was computed from unverified reset data.
 CN1965
 CN1965.The geoid height was determined by GEOID03.
 CN1965
 CN1965;                    North         East    Units  Estimated Accuracy
 CN1965;SPC AL W     -   223,790.      604,800.      MT  (+/- 180 meters Scaled)
 CN1965
 CN1965                          SUPERSEDED SURVEY CONTROL
 CN1965
 CN1965.No superseded survey control is available for this station.
 CN1965
 CN1965_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA575425(NAD 83)
 CN1965_MARKER: DB = BENCH MARK DISK
 CN1965_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1965_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1965_STAMPING: D 327 RESET 1962
 CN1965_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1965+STABILITY: SURFACE MOTION
 CN1965
 CN1965  HISTORY     - Date     Condition        Report By
 CN1965  HISTORY     - 1962     MONUMENTED       CGS
 CN1965
 CN1965                          STATION DESCRIPTION
 CN1965
 CN1965'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 CN1965'10.60 MI NW FROM CAMDEN.
 CN1965'ABOUT 0.15 MILE NORTHWEST ALONG STATE HIGHWAY 28 FROM THE COURTHOUSE
 CN1965'AT CAMDEN, THENCE 4.5 MILES WEST ALONG STATE HIGHWAY 164, THENCE 5.95
 CN1965'MILES WEST AND NORTHWEST ALONG COUNTY ROAD NO. 20 LEADING TO CLIFTON
 CN1965'LANDING.  IT IS 0.95 MILE EAST OF THE EAST BANK OF THE ALABAMA RIVER,
 CN1965'1.85 MILE WEST OF THE NEW HOPE BAPTIST CHURCH, 59 FEET NORTH OF THE
 CN1965'CENTERLINE OF THE ROAD, 109 FEET EAST OF THE CENTER OF A ROAD LEADING
 CN1965'NORTH TO A TENANT HOUSE, 38 FEET EAST OF THE EAST EDGE OF A FIELD, 28
 CN1965'FEET SOUTH OF A FORKED SWEET GUM TREE, 1 FOOT NORTH OF A METAL WITNESS
 CN1965'POST, 19 FEET NORTH OF THE RIGHT-OF-WAY FENCE LINE.  IT IS IN THE
 CN1965'SOUTHWEST CORNER OF A WOODED AREA, AND SET IN THE TOP OF A 12-INCH
 CN1965'ROUND CONCRETE POST, PROJECTING 4 INCHE.S
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1943 ***********************************************************************
 CN1943  DESIGNATION -  D 328
 CN1943  PID         -  CN1943
 CN1943  STATE/COUNTY-  AL/WILCOX
 CN1943  USGS QUAD   -  LEE LONG BRIDGE (1974)
 CN1943
 CN1943                         *CURRENT SURVEY CONTROL
 CN1943  ___________________________________________________________________
 CN1943* NAD 83(1986)-  32 06 58.     (N)    087 29 21.     (W)     SCALED    
 CN1943* NAVD 88     -        62.873  (meters)     206.28   (feet)  ADJUSTED  
 CN1943  ___________________________________________________________________
 CN1943  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CN1943  DYNAMIC HT  -          62.800 (meters)     206.04  (feet)  COMP
 CN1943  MODELED GRAV-     979,466.8   (mgal)                       NAVD 88
 CN1943
 CN1943  VERT ORDER  -  SECOND    CLASS 0
 CN1943
 CN1943.The horizontal coordinates were scaled from a topographic map and have
 CN1943.an estimated accuracy of +/- 6 seconds.
 CN1943
 CN1943.The orthometric height was determined by differential leveling
 CN1943.and adjusted by the National Geodetic Survey in June 1991..
 CN1943
 CN1943.The geoid height was determined by GEOID03.
 CN1943
 CN1943.The dynamic height is computed by dividing the NAVD 88
 CN1943.geopotential number by the normal gravity value computed on the
 CN1943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1943.degrees latitude (g = 980.6199 gals.).
 CN1943
 CN1943.The modeled gravity was interpolated from observed gravity values.
 CN1943
 CN1943;                    North         East    Units  Estimated Accuracy
 CN1943;SPC AL W     -   234,600.      601,020.      MT  (+/- 180 meters Scaled)
 CN1943
 CN1943                          SUPERSEDED SURVEY CONTROL
 CN1943
 CN1943  NGVD 29 (??/??/92)   62.84   (m)          206.2    (f) COMPUTED    2 0
 CN1943
 CN1943.Superseded values are not recommended for survey control.
 CN1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1943.See file dsdata.txt to determine how the superseded data were derived.
 CN1943
 CN1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA538534(NAD 83)
 CN1943_MARKER: DB = BENCH MARK DISK
 CN1943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1943_STAMPING: D 328 1950
 CN1943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1943+STABILITY: SURFACE MOTION
 CN1943
 CN1943  HISTORY     - Date     Condition        Report By
 CN1943  HISTORY     - 1950     MONUMENTED       CGS
 CN1943  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN1943
 CN1943                          STATION DESCRIPTION
 CN1943
 CN1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1943'6.2 MI S FROM CATHERINE.
 CN1943'ABOUT 2.95 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 CN1943'AT CATHERINE, THENCE ABOUT 3.25 MILES SOUTH AND SOUTHEAST ALONG A DIRT
 CN1943'ROAD, ABOUT 0.85 MILE NORTH OF THE CROSSING OF A POWER TRANSMISSION
 CN1943'LINE, AT AN OLD HOUSE SITE, 66 FEET WEST OF THE CENTER LINE OF THE
 CN1943'ROAD, 47 FEET SOUTHEAST OF A 14-INCH PEAR TREE, 29 FEET NORTHEAST OF
 CN1943'THE CENTER LINE OF A DIM ROAD NORTHWEST, 34 FEET EAST-SOUTHEAST OF AN
 CN1943'OLD WELL, 33 FEET SOUTH OF A FORKED MULBERRY TREE, 1 1/2 FEET
 CN1943'SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND
 CN1943'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CN1943
 CN1943                          STATION RECOVERY (1974)
 CN1943
 CN1943'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN1943'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1258 ***********************************************************************
 BU1258  DESIGNATION -  D 329
 BU1258  PID         -  BU1258
 BU1258  STATE/COUNTY-  AL/WILCOX
 BU1258  USGS QUAD   -  COY (1973)
 BU1258
 BU1258                         *CURRENT SURVEY CONTROL
 BU1258  ___________________________________________________________________
 BU1258* NAD 83(1986)-  31 54 10.     (N)    087 26 20.     (W)     SCALED    
 BU1258* NAVD 88     -        34.946  (meters)     114.65   (feet)  ADJUSTED  
 BU1258  ___________________________________________________________________
 BU1258  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BU1258  DYNAMIC HT  -          34.904 (meters)     114.51  (feet)  COMP
 BU1258  MODELED GRAV-     979,453.6   (mgal)                       NAVD 88
 BU1258
 BU1258  VERT ORDER  -  SECOND    CLASS 0
 BU1258
 BU1258.The horizontal coordinates were scaled from a topographic map and have
 BU1258.an estimated accuracy of +/- 6 seconds.
 BU1258
 BU1258.The orthometric height was determined by differential leveling
 BU1258.and adjusted by the National Geodetic Survey in June 1991..
 BU1258
 BU1258.The geoid height was determined by GEOID03.
 BU1258
 BU1258.The dynamic height is computed by dividing the NAVD 88
 BU1258.geopotential number by the normal gravity value computed on the
 BU1258.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1258.degrees latitude (g = 980.6199 gals.).
 BU1258
 BU1258.The modeled gravity was interpolated from observed gravity values.
 BU1258
 BU1258;                    North         East    Units  Estimated Accuracy
 BU1258;SPC AL W     -   210,950.      605,780.      MT  (+/- 180 meters Scaled)
 BU1258
 BU1258                          SUPERSEDED SURVEY CONTROL
 BU1258
 BU1258  NGVD 29 (??/??/92)   34.910  (m)          114.53   (f) ADJ UNCH    2 0
 BU1258
 BU1258.Superseded values are not recommended for survey control.
 BU1258.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1258.See file dsdata.txt to determine how the superseded data were derived.
 BU1258
 BU1258_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA585297(NAD 83)
 BU1258_MARKER: DB = BENCH MARK DISK
 BU1258_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1258_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1258_STAMPING: D 329 1950
 BU1258_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1258+STABILITY: SURFACE MOTION
 BU1258
 BU1258  HISTORY     - Date     Condition        Report By
 BU1258  HISTORY     - 1950     MONUMENTED       CGS
 BU1258  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1258
 BU1258                          STATION DESCRIPTION
 BU1258
 BU1258'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1258'1.85 MI NE FROM COY.
 BU1258'ABOUT 1.85 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD FROM THE POST
 BU1258'OFFICE AT COY, AT A PRIVATE ROAD LEADING SOUTH, 139 FEET EAST OF POWER
 BU1258'POLE NO. B 337, 36 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION,
 BU1258'33 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 15 FEET WEST OF THE
 BU1258'CENTER LINE OF THE PRIVATE ROAD, 10 FEET SOUTH OF A FENCE CORNER, 1
 BU1258'1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BU1258'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BU1258
 BU1258                          STATION RECOVERY (1972)
 BU1258
 BU1258'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1258'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1271 ***********************************************************************
 CM1271  DESIGNATION -  D 33
 CM1271  PID         -  CM1271
 CM1271  STATE/COUNTY-  AL/TALLAPOOSA
 CM1271  USGS QUAD   -  CARRVILLE (1981)
 CM1271
 CM1271                         *CURRENT SURVEY CONTROL
 CM1271  ___________________________________________________________________
 CM1271* NAD 83(1986)-  32 37 27.     (N)    085 48 02.     (W)     SCALED    
 CM1271* NAVD 88     -       150.552  (meters)     493.94   (feet)  ADJUSTED  
 CM1271  ___________________________________________________________________
 CM1271  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CM1271  DYNAMIC HT  -         150.374 (meters)     493.35  (feet)  COMP
 CM1271  MODELED GRAV-     979,455.3   (mgal)                       NAVD 88
 CM1271
 CM1271  VERT ORDER  -  SECOND    CLASS 0
 CM1271
 CM1271.The horizontal coordinates were scaled from a topographic map and have
 CM1271.an estimated accuracy of +/- 6 seconds.
 CM1271
 CM1271.The orthometric height was determined by differential leveling
 CM1271.and adjusted by the National Geodetic Survey in June 1991..
 CM1271
 CM1271.The geoid height was determined by GEOID03.
 CM1271
 CM1271.The dynamic height is computed by dividing the NAVD 88
 CM1271.geopotential number by the normal gravity value computed on the
 CM1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1271.degrees latitude (g = 980.6199 gals.).
 CM1271
 CM1271.The modeled gravity was interpolated from observed gravity values.
 CM1271
 CM1271;                    North         East    Units  Estimated Accuracy
 CM1271;SPC AL E     -   235,520.      203,080.      MT  (+/- 180 meters Scaled)
 CM1271
 CM1271                          SUPERSEDED SURVEY CONTROL
 CM1271
 CM1271  NGVD 29 (??/??/92)  150.534  (m)          493.88   (f) ADJ UNCH    2 0
 CM1271
 CM1271.Superseded values are not recommended for survey control.
 CM1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1271.See file dsdata.txt to determine how the superseded data were derived.
 CM1271
 CM1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB125102(NAD 83)
 CM1271_MARKER: DB = BENCH MARK DISK
 CM1271_SETTING: 0 = UNSPECIFIED SETTING
 CM1271_STAMPING: D 33 1934
 CM1271_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1271
 CM1271  HISTORY     - Date     Condition        Report By
 CM1271  HISTORY     - 1934     MONUMENTED       CGS
 CM1271  HISTORY     - 1969     MARK NOT FOUND   USGS
 CM1271
 CM1271                          STATION DESCRIPTION
 CM1271
 CM1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1271'16 MI S FROM DADEVILLE.
 CM1271'ALONG STATE HIGHWAY NO. 49, ABOUT 4.6 MILES NORTH OF THE JUNCTION
 CM1271'OF HIGHWAYS NO. 49 AND 14.  82 YARDS SOUTH OF CONCRETE RIGHT OF
 CM1271'WAY MARKER NO. 455 PLUS 71.2.  63 YARDS NORTH OF HOUSE OWNED BY
 CM1271'JOHN NEWMAN ESTATE.  36 FEET WEST OF CENTER LINE OF HIGHWAY ON
 CM1271'CLEARED SPACE AT SOUTH FOOT OF HILL.
 CM1271
 CM1271                          STATION RECOVERY (1969)
 CM1271
 CM1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CM1271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1210 ***********************************************************************
 BU1210  DESIGNATION -  D 330
 BU1210  PID         -  BU1210
 BU1210  STATE/COUNTY-  AL/MONROE
 BU1210  USGS QUAD   -  VREDENBURGH (1986)
 BU1210
 BU1210                         *CURRENT SURVEY CONTROL
 BU1210  ___________________________________________________________________
 BU1210* NAD 83(1986)-  31 49 13.     (N)    087 20 52.     (W)     SCALED    
 BU1210* NAVD 88     -        43.645  (meters)     143.19   (feet)  ADJUSTED  
 BU1210  ___________________________________________________________________
 BU1210  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BU1210  DYNAMIC HT  -          43.593 (meters)     143.02  (feet)  COMP
 BU1210  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 BU1210
 BU1210  VERT ORDER  -  SECOND    CLASS 0
 BU1210
 BU1210.The horizontal coordinates were scaled from a topographic map and have
 BU1210.an estimated accuracy of +/- 6 seconds.
 BU1210
 BU1210.The orthometric height was determined by differential leveling
 BU1210.and adjusted by the National Geodetic Survey in June 1991..
 BU1210
 BU1210.The geoid height was determined by GEOID03.
 BU1210
 BU1210.The dynamic height is computed by dividing the NAVD 88
 BU1210.geopotential number by the normal gravity value computed on the
 BU1210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1210.degrees latitude (g = 980.6199 gals.).
 BU1210
 BU1210.The modeled gravity was interpolated from observed gravity values.
 BU1210
 BU1210;                    North         East    Units  Estimated Accuracy
 BU1210;SPC AL W     -   201,810.      614,410.      MT  (+/- 180 meters Scaled)
 BU1210
 BU1210                          SUPERSEDED SURVEY CONTROL
 BU1210
 BU1210  NGVD 29 (??/??/92)   43.626  (m)          143.13   (f) ADJ UNCH    2 0
 BU1210
 BU1210.Superseded values are not recommended for survey control.
 BU1210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1210.See file dsdata.txt to determine how the superseded data were derived.
 BU1210
 BU1210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA670205(NAD 83)
 BU1210_MARKER: DB = BENCH MARK DISK
 BU1210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1210_STAMPING: D 330 1950
 BU1210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1210+STABILITY: SURFACE MOTION
 BU1210
 BU1210  HISTORY     - Date     Condition        Report By
 BU1210  HISTORY     - 1950     MONUMENTED       CGS
 BU1210
 BU1210                          STATION DESCRIPTION
 BU1210
 BU1210'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1210'1.95 MI E FROM HYBART.
 BU1210'ABOUT 1.95 MILES EAST ALONG A GRAVEL ROAD FROM THE ST. LOUIS-SAN
 BU1210'FRANCISCO RAILWAY STATION AT HYBART, ABOUT 0.4 MILE EAST OF THE
 BU1210'JUNCTION OF A DIM ROAD NORTH, ABOUT 0.9 MILE WEST OF A CROSSROAD
 BU1210'(NORTH TO VREDENBURGH) AT A TENANT HOUSE SOUTH OF ROAD, 77 FEET
 BU1210'NORTHEAST OF THE NORTHEAST CORNER OF THE HOUSE, 56 FEET EAST-NORTHEAST
 BU1210'OF A LONE 24-INCH OAK TREE IN LAWN, 60 FEET NORTH OF THE CENTER OF A
 BU1210'DUG WELL, 44 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 11 FEET WEST
 BU1210'OF THE CENTER LINE OF A DRIVE TO HOUSE, 6 1/2 FEET SOUTH OF THE SOUTH
 BU1210'R/W STAKES FOR PROPOSED NEW ROAD, 1 1/2 FEET NORTH OF A WHITE WOODEN
 BU1210'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 BU1210'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1482 ***********************************************************************
 CN1482  DESIGNATION -  D 331
 CN1482  PID         -  CN1482
 CN1482  STATE/COUNTY-  AL/CHILTON
 CN1482  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1482
 CN1482                         *CURRENT SURVEY CONTROL
 CN1482  ___________________________________________________________________
 CN1482* NAD 83(1986)-  32 48 04.     (N)    086 54 50.     (W)     SCALED    
 CN1482* NAVD 88     -       168.192  (meters)     551.81   (feet)  ADJUSTED  
 CN1482  ___________________________________________________________________
 CN1482  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CN1482  DYNAMIC HT  -         168.000 (meters)     551.18  (feet)  COMP
 CN1482  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CN1482
 CN1482  VERT ORDER  -  SECOND    CLASS 0
 CN1482
 CN1482.The horizontal coordinates were scaled from a topographic map and have
 CN1482.an estimated accuracy of +/- 6 seconds.
 CN1482
 CN1482.The orthometric height was determined by differential leveling
 CN1482.and adjusted by the National Geodetic Survey in June 1991..
 CN1482
 CN1482.The geoid height was determined by GEOID03.
 CN1482
 CN1482.The dynamic height is computed by dividing the NAVD 88
 CN1482.geopotential number by the normal gravity value computed on the
 CN1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1482.degrees latitude (g = 980.6199 gals.).
 CN1482
 CN1482.The modeled gravity was interpolated from observed gravity values.
 CN1482
 CN1482;                    North         East    Units  Estimated Accuracy
 CN1482;SPC AL W     -   310,710.      654,890.      MT  (+/- 180 meters Scaled)
 CN1482
 CN1482                          SUPERSEDED SURVEY CONTROL
 CN1482
 CN1482  NGVD 29 (??/??/92)  168.163  (m)          551.71   (f) ADJ UNCH    2 0
 CN1482
 CN1482.Superseded values are not recommended for survey control.
 CN1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1482.See file dsdata.txt to determine how the superseded data were derived.
 CN1482
 CN1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB080292(NAD 83)
 CN1482_MARKER: DB = BENCH MARK DISK
 CN1482_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1482_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1482_STAMPING: D 331 1950
 CN1482_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1482+STABILITY: SURFACE MOTION
 CN1482
 CN1482  HISTORY     - Date     Condition        Report By
 CN1482  HISTORY     - 1950     MONUMENTED       CGS
 CN1482
 CN1482                          STATION DESCRIPTION
 CN1482
 CN1482'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1482'3.25 MI NW FROM MAPLESVILLE.
 CN1482'ABOUT 3.25 MILES NORTHWEST ALONG U.S. HIGHWAY 82 FROM THE INTERSECTION
 CN1482'OF STATE HIGHWAY 22 AND THE SOUTHERN RAILWAY JUST SOUTH OF
 CN1482'MAPLESVILLE, ABOUT 0.1 MILE NORTHWEST OF A CURVE IN THE HIGHWAY WITH
 CN1482'TANGENTS EXTENDING NORTHWEST AND SOUTH, ABOUT 0.2 MILE NORTHWEST OF
 CN1482'LAWLEYS TEXACO SERVICE STATION AND STORE, 251 FEET SOUTHEAST OF A
 CN1482'POWER POLE WITH BRANCH LINE STANDING ON TOP OF A CUT, 100 FEET
 CN1482'NORTHWEST OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT UNDER A
 CN1482'FIELD ROAD LEADING NORTHEAST, 44 FEET NORTHEAST OF THE CENTER LINE OF
 CN1482'THE HIGHWAY, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN1482'LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN1482'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1689 ***********************************************************************
 CN1689  DESIGNATION -  D 332
 CN1689  PID         -  CN1689
 CN1689  STATE/COUNTY-  AL/PERRY
 CN1689  USGS QUAD   -  BUCK CREEK (1987)
 CN1689
 CN1689                         *CURRENT SURVEY CONTROL
 CN1689  ___________________________________________________________________
 CN1689* NAD 83(1986)-  32 42 08.     (N)    087 06 44.     (W)     SCALED    
 CN1689* NAVD 88     -       107.257  (meters)     351.89   (feet)  ADJUSTED  
 CN1689  ___________________________________________________________________
 CN1689  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 CN1689  DYNAMIC HT  -         107.134 (meters)     351.49  (feet)  COMP
 CN1689  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 CN1689
 CN1689  VERT ORDER  -  SECOND    CLASS 0
 CN1689
 CN1689.The horizontal coordinates were scaled from a topographic map and have
 CN1689.an estimated accuracy of +/- 6 seconds.
 CN1689
 CN1689.The orthometric height was determined by differential leveling
 CN1689.and adjusted by the National Geodetic Survey in June 1991..
 CN1689
 CN1689.The geoid height was determined by GEOID03.
 CN1689
 CN1689.The dynamic height is computed by dividing the NAVD 88
 CN1689.geopotential number by the normal gravity value computed on the
 CN1689.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1689.degrees latitude (g = 980.6199 gals.).
 CN1689
 CN1689.The modeled gravity was interpolated from observed gravity values.
 CN1689
 CN1689;                    North         East    Units  Estimated Accuracy
 CN1689;SPC AL W     -   299,660.      636,360.      MT  (+/- 180 meters Scaled)
 CN1689
 CN1689                          SUPERSEDED SURVEY CONTROL
 CN1689
 CN1689  NGVD 29 (??/??/92)  107.223  (m)          351.78   (f) ADJ UNCH    2 0
 CN1689
 CN1689.Superseded values are not recommended for survey control.
 CN1689.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1689.See file dsdata.txt to determine how the superseded data were derived.
 CN1689
 CN1689_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB894182(NAD 83)
 CN1689_MARKER: DB = BENCH MARK DISK
 CN1689_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1689_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1689_STAMPING: D 332 1950
 CN1689_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1689+STABILITY: SURFACE MOTION
 CN1689
 CN1689  HISTORY     - Date     Condition        Report By
 CN1689  HISTORY     - 1950     MONUMENTED       CGS
 CN1689
 CN1689                          STATION DESCRIPTION
 CN1689
 CN1689'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1689'3.5 MI NE FROM OSBORN.
 CN1689'ABOUT 2.6 MILES NORTHEAST AND EAST ALONG A GRAVEL ROAD FROM OSBORN
 CN1689'STORE AT OSBORN, THENCE ABOUT 0.9 MILE NORTH ALONG A GRAVEL ROAD,
 CN1689'ABOUT 0.75 MILE NORTH OF THE JUNCTION OF A ROAD EAST, ABOUT 0.3 MILE
 CN1689'NORTH OF A PLANK BRIDGE OVER A SMALL STREAM, ABOUT 130 YARDS SOUTH OF
 CN1689'THE TOP OF A GRADE, 35 FEET SOUTHWEST OF THE CENTER LINE OF THE GRAVEL
 CN1689'ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CN1689'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN1689'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1706 ***********************************************************************
 CN1706  DESIGNATION -  D 333
 CN1706  PID         -  CN1706
 CN1706  STATE/COUNTY-  AL/BIBB
 CN1706  USGS QUAD   -  CENTREVILLE EAST (1983)
 CN1706
 CN1706                         *CURRENT SURVEY CONTROL
 CN1706  ___________________________________________________________________
 CN1706* NAD 83(1986)-  32 53 23.     (N)    087 06 46.     (W)     SCALED    
 CN1706* NAVD 88     -       101.603  (meters)     333.34   (feet)  ADJUSTED  
 CN1706  ___________________________________________________________________
 CN1706  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CN1706  DYNAMIC HT  -         101.489 (meters)     332.97  (feet)  COMP
 CN1706  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CN1706
 CN1706  VERT ORDER  -  SECOND    CLASS 0
 CN1706
 CN1706.The horizontal coordinates were scaled from a topographic map and have
 CN1706.an estimated accuracy of +/- 6 seconds.
 CN1706
 CN1706.The orthometric height was determined by differential leveling
 CN1706.and adjusted by the National Geodetic Survey in June 1991..
 CN1706
 CN1706.The geoid height was determined by GEOID03.
 CN1706
 CN1706.The dynamic height is computed by dividing the NAVD 88
 CN1706.geopotential number by the normal gravity value computed on the
 CN1706.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1706.degrees latitude (g = 980.6199 gals.).
 CN1706
 CN1706.The modeled gravity was interpolated from observed gravity values.
 CN1706
 CN1706;                    North         East    Units  Estimated Accuracy
 CN1706;SPC AL W     -   320,450.      636,230.      MT  (+/- 180 meters Scaled)
 CN1706
 CN1706                          SUPERSEDED SURVEY CONTROL
 CN1706
 CN1706  NGVD 29 (??/??/92)  101.579  (m)          333.26   (f) ADJ UNCH    2 0
 CN1706
 CN1706.Superseded values are not recommended for survey control.
 CN1706.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1706.See file dsdata.txt to determine how the superseded data were derived.
 CN1706
 CN1706_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB894390(NAD 83)
 CN1706_MARKER: DB = BENCH MARK DISK
 CN1706_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1706_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1706_STAMPING: D 333 1950
 CN1706_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1706+STABILITY: SURFACE MOTION
 CN1706
 CN1706  HISTORY     - Date     Condition        Report By
 CN1706  HISTORY     - 1950     MONUMENTED       CGS
 CN1706
 CN1706                          STATION DESCRIPTION
 CN1706
 CN1706'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1706'4.85 MI S FROM CENTREVILLE.
 CN1706'ABOUT 3.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 CN1706'CENTREVILLE, THENCE ABOUT 0.95 MILE SOUTHEAST ALONG A GRAVEL ROAD
 CN1706'LEADING TO CAFFEE BRICK SCHOOL VIA BETHLEHEM CHURCH AND CEMETERY,
 CN1706'ABOUT 0.15 MILE SOUTHEAST OF THE JUNCTION OF A WOODS ROAD NORTHEAST,
 CN1706'87 FEET EAST-SOUTHEAST OF THE TOP OF A GRADE, 52.5 FEET EAST-NORTHEAST
 CN1706'OF THE CENTER LINE OF THE ROAD, 21 FEET NORTH OF THE CENTER LINE OF A
 CN1706'TRAIL LEADING EAST AND UPHILL, 30 FEET SOUTHEAST OF THE CENTER LINE OF
 CN1706'A TRAIL LEADING NORTHEAST AND DOWNHILL, 2 FEET WEST OF A WHITE WOODEN
 CN1706'WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 CN1706'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1683 ***********************************************************************
 CN1683  DESIGNATION -  D 334
 CN1683  PID         -  CN1683
 CN1683  STATE/COUNTY-  AL/PERRY
 CN1683  USGS QUAD   -  HARRISBURG (1983)
 CN1683
 CN1683                         *CURRENT SURVEY CONTROL
 CN1683  ___________________________________________________________________
 CN1683* NAD 83(1986)-  32 46 11.     (N)    087 11 11.     (W)     SCALED    
 CN1683* NAVD 88     -        86.850  (meters)     284.94   (feet)  ADJUSTED  
 CN1683  ___________________________________________________________________
 CN1683  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CN1683  DYNAMIC HT  -          86.751 (meters)     284.62  (feet)  COMP
 CN1683  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CN1683
 CN1683  VERT ORDER  -  SECOND    CLASS 0
 CN1683
 CN1683.The horizontal coordinates were scaled from a topographic map and have
 CN1683.an estimated accuracy of +/- 6 seconds.
 CN1683
 CN1683.The orthometric height was determined by differential leveling
 CN1683.and adjusted by the National Geodetic Survey in June 1991..
 CN1683
 CN1683.The geoid height was determined by GEOID03.
 CN1683
 CN1683.The dynamic height is computed by dividing the NAVD 88
 CN1683.geopotential number by the normal gravity value computed on the
 CN1683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1683.degrees latitude (g = 980.6199 gals.).
 CN1683
 CN1683.The modeled gravity was interpolated from observed gravity values.
 CN1683
 CN1683;                    North         East    Units  Estimated Accuracy
 CN1683;SPC AL W     -   307,120.      629,380.      MT  (+/- 180 meters Scaled)
 CN1683
 CN1683                          SUPERSEDED SURVEY CONTROL
 CN1683
 CN1683  NGVD 29 (??/??/92)   86.820  (m)          284.84   (f) ADJ UNCH    2 0
 CN1683
 CN1683.Superseded values are not recommended for survey control.
 CN1683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1683.See file dsdata.txt to determine how the superseded data were derived.
 CN1683
 CN1683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB825257(NAD 83)
 CN1683_MARKER: DB = BENCH MARK DISK
 CN1683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1683_STAMPING: D 334 1950
 CN1683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1683+STABILITY: SURFACE MOTION
 CN1683
 CN1683  HISTORY     - Date     Condition        Report By
 CN1683  HISTORY     - 1950     MONUMENTED       CGS
 CN1683  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN1683
 CN1683                          STATION DESCRIPTION
 CN1683
 CN1683'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1683'6.55 MI E FROM HEIBERGER.
 CN1683'ABOUT 3.55 MILES NORTHEAST ALONG GRAVEL ROADS LEADING TO PAYNES CHAPEL
 CN1683'FROM THE INTERSECTION OF STATE HIGHWAY 5 AT HEIBERGER, THENCE ABOUT
 CN1683'3.0 MILES SOUTHEAST ALONG GRAVEL ROADS, ABOUT 0.65 MILE EAST OF THE
 CN1683'EAST END OF A DEEP (ABOUT 30 FEET) THRU CUT AND JUNCTION OF A ROAD
 CN1683'NORTHWEST, AT THE JUNCTION OF A TRAIL NORTHWEST AND ON THE OUTSIDE OF
 CN1683'A CURVE WITH TANGENTS WEST AND SOUTHEAST, 44 FEET NORTHEAST OF THE
 CN1683'CENTER LINE OF THE ROAD, 95 FEET EAST-NORTHEAST OF THE NORTHEAST
 CN1683'CORNER OF A WOODEN BRIDGE OVER A SMALL STREAM, 48 FEET EAST OF THE
 CN1683'CENTER OF THE JUNCTION OF THE TRAIL NORTHWEST, 2 FEET SOUTHEAST OF A
 CN1683'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF
 CN1683'A CONCRETE POST PROJECTING 4 INCHES.
 CN1683
 CN1683                          STATION RECOVERY (1975)
 CN1683
 CN1683'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN1683'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1894 ***********************************************************************
 CN1894  DESIGNATION -  D 335
 CN1894  PID         -  CN1894
 CN1894  STATE/COUNTY-  AL/DALLAS
 CN1894  USGS QUAD   -  BROWNS (1968)
 CN1894
 CN1894                         *CURRENT SURVEY CONTROL
 CN1894  ___________________________________________________________________
 CN1894* NAD 83(1986)-  32 28 36.     (N)    087 22 18.     (W)     SCALED    
 CN1894* NAVD 88     -        55.816  (meters)     183.12   (feet)  ADJUSTED  
 CN1894  ___________________________________________________________________
 CN1894  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CN1894  DYNAMIC HT  -          55.751 (meters)     182.91  (feet)  COMP
 CN1894  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 CN1894
 CN1894  VERT ORDER  -  SECOND    CLASS 0
 CN1894
 CN1894.The horizontal coordinates were scaled from a topographic map and have
 CN1894.an estimated accuracy of +/- 6 seconds.
 CN1894
 CN1894.The orthometric height was determined by differential leveling
 CN1894.and adjusted by the National Geodetic Survey in June 1991..
 CN1894
 CN1894.The geoid height was determined by GEOID03.
 CN1894
 CN1894.The dynamic height is computed by dividing the NAVD 88
 CN1894.geopotential number by the normal gravity value computed on the
 CN1894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1894.degrees latitude (g = 980.6199 gals.).
 CN1894
 CN1894.The modeled gravity was interpolated from observed gravity values.
 CN1894
 CN1894;                    North         East    Units  Estimated Accuracy
 CN1894;SPC AL W     -   274,590.      612,060.      MT  (+/- 180 meters Scaled)
 CN1894
 CN1894                          SUPERSEDED SURVEY CONTROL
 CN1894
 CN1894  NGVD 29 (??/??/92)   55.768  (m)          182.97   (f) ADJ UNCH    2 0
 CN1894
 CN1894.Superseded values are not recommended for survey control.
 CN1894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1894.See file dsdata.txt to determine how the superseded data were derived.
 CN1894
 CN1894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA650933(NAD 83)
 CN1894_MARKER: DB = BENCH MARK DISK
 CN1894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1894_SP_SET: CULVERT
 CN1894_STAMPING: D 335 1950
 CN1894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1894
 CN1894  HISTORY     - Date     Condition        Report By
 CN1894  HISTORY     - 1950     MONUMENTED       CGS
 CN1894
 CN1894                          STATION DESCRIPTION
 CN1894
 CN1894'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1894'2.75 MI N FROM BROWNS.
 CN1894'ABOUT 2.75 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION OF
 CN1894'U.S. HIGHWAY 80 AT BROWNS, ABOUT 0.15 MILE NORTH OF THE TOP OF A
 CN1894'GRADE, ABOUT 0.45 MILE SOUTH OF THE PERRY-DALLAS COUNTY LINE, SET IN
 CN1894'THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 3-FOOT CONCRETE
 CN1894'CULVERT, 18 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 CN1894'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2053 ***********************************************************************
 CN2053  DESIGNATION -  D 336
 CN2053  PID         -  CN2053
 CN2053  STATE/COUNTY-  AL/WILCOX
 CN2053  USGS QUAD   -  TILDEN (1987)
 CN2053
 CN2053                         *CURRENT SURVEY CONTROL
 CN2053  ___________________________________________________________________
 CN2053* NAD 83(1986)-  32 03 54.     (N)    087 14 16.     (W)     SCALED    
 CN2053* NAVD 88     -        36.697  (meters)     120.40   (feet)  ADJUSTED  
 CN2053  ___________________________________________________________________
 CN2053  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CN2053  DYNAMIC HT  -          36.655 (meters)     120.26  (feet)  COMP
 CN2053  MODELED GRAV-     979,495.2   (mgal)                       NAVD 88
 CN2053
 CN2053  VERT ORDER  -  SECOND    CLASS 0
 CN2053
 CN2053.The horizontal coordinates were scaled from a topographic map and have
 CN2053.an estimated accuracy of +/- 6 seconds.
 CN2053
 CN2053.The orthometric height was determined by differential leveling
 CN2053.and adjusted by the National Geodetic Survey in June 1991..
 CN2053
 CN2053.The geoid height was determined by GEOID03.
 CN2053
 CN2053.The dynamic height is computed by dividing the NAVD 88
 CN2053.geopotential number by the normal gravity value computed on the
 CN2053.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2053.degrees latitude (g = 980.6199 gals.).
 CN2053
 CN2053.The modeled gravity was interpolated from observed gravity values.
 CN2053
 CN2053;                    North         East    Units  Estimated Accuracy
 CN2053;SPC AL W     -   228,960.      624,760.      MT  (+/- 180 meters Scaled)
 CN2053
 CN2053                          SUPERSEDED SURVEY CONTROL
 CN2053
 CN2053  NGVD 29 (??/??/92)   36.660  (m)          120.28   (f) ADJ UNCH    2 0
 CN2053
 CN2053.Superseded values are not recommended for survey control.
 CN2053.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2053.See file dsdata.txt to determine how the superseded data were derived.
 CN2053
 CN2053_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA775476(NAD 83)
 CN2053_MARKER: DB = BENCH MARK DISK
 CN2053_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2053_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2053_STAMPING: D 336 1950
 CN2053_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2053+STABILITY: SURFACE MOTION
 CN2053
 CN2053  HISTORY     - Date     Condition        Report By
 CN2053  HISTORY     - 1950     MONUMENTED       CGS
 CN2053  HISTORY     - 1959     GOOD             NGS
 CN2053  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 CN2053
 CN2053                          STATION DESCRIPTION
 CN2053
 CN2053'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 CN2053'8.45 MI N FROM CAMDEN.
 CN2053'LOCATED 4.05 MILES NORTHEAST ALONG STATE HIGHWAY 43, THENCE 0.9 MILE
 CN2053'WEST ALONG A GRAVEL ROAD, THENCE 3.5 MILES NORTH ALONG A GRAVELED
 CN2053'ROAD, 0.5 MILE NORTH OF THE ROSEMARY CHURCH  AND SCHOOL, 0.15 MILE
 CN2053'SOUTH OF A 20 FOOT WOODEN BRIDGE AND AT THE JUNCTION OF A DRIVEWAY
 CN2053'LEADING WEST TO A FARM HOUSE.  IT IS 29 FEET EAST OF THE CENTER OF THE
 CN2053'ROAD, 52 FEET SOUTH OF THE PROJECTED CENTERLINE OF THE DRIVEWAY
 CN2053'LEADING WEST, 13 FEET NORTHEAST OF A LONE 36-INCH OAK TREE, AND 1 FOOT
 CN2053'EAST OF A METAL WITNESS POST BEARING A WHITE SIGN.  IT IS ABOUT 3 FEET
 CN2053'ABOVE THE LEVEL OF THE ROAD.  IT IS A STANDARD DISK, STAMPED D 336
 CN2053'1950, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3
 CN2053'INCHES.
 CN2053
 CN2053                          STATION RECOVERY (1983)
 CN2053
 CN2053'RECOVERY NOTE BY US POWER SQUADRON 1983 (SKS)
 CN2053'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1745 ***********************************************************************
 BU1745  DESIGNATION -  D 337
 BU1745  PID         -  BU1745
 BU1745  STATE/COUNTY-  AL/CLARKE
 BU1745  USGS QUAD   -  CHANCE (1972)
 BU1745
 BU1745                         *CURRENT SURVEY CONTROL
 BU1745  ___________________________________________________________________
 BU1745* NAD 83(1986)-  31 44 42.     (N)    087 35 30.     (W)     SCALED    
 BU1745* NAVD 88     -        96.680  (meters)     317.19   (feet)  ADJUSTED  
 BU1745  ___________________________________________________________________
 BU1745  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BU1745  DYNAMIC HT  -          96.563 (meters)     316.81  (feet)  COMP
 BU1745  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 BU1745
 BU1745  VERT ORDER  -  SECOND    CLASS 0
 BU1745
 BU1745.The horizontal coordinates were scaled from a topographic map and have
 BU1745.an estimated accuracy of +/- 6 seconds.
 BU1745
 BU1745.The orthometric height was determined by differential leveling
 BU1745.and adjusted by the National Geodetic Survey in June 1991..
 BU1745
 BU1745.The geoid height was determined by GEOID03.
 BU1745
 BU1745.The dynamic height is computed by dividing the NAVD 88
 BU1745.geopotential number by the normal gravity value computed on the
 BU1745.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1745.degrees latitude (g = 980.6199 gals.).
 BU1745
 BU1745.The modeled gravity was interpolated from observed gravity values.
 BU1745
 BU1745;                    North         East    Units  Estimated Accuracy
 BU1745;SPC AL W     -   193,450.      591,320.      MT  (+/- 180 meters Scaled)
 BU1745
 BU1745                          SUPERSEDED SURVEY CONTROL
 BU1745
 BU1745  NGVD 29 (??/??/92)   96.644  (m)          317.07   (f) ADJ UNCH    2 0
 BU1745
 BU1745.Superseded values are not recommended for survey control.
 BU1745.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1745.See file dsdata.txt to determine how the superseded data were derived.
 BU1745
 BU1745_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA439123(NAD 83)
 BU1745_MARKER: DB = BENCH MARK DISK
 BU1745_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1745_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1745_STAMPING: D 337 1950
 BU1745_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1745+STABILITY: SURFACE MOTION
 BU1745
 BU1745  HISTORY     - Date     Condition        Report By
 BU1745  HISTORY     - 1950     MONUMENTED       CGS
 BU1745
 BU1745                          STATION DESCRIPTION
 BU1745
 BU1745'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1745'4.8 MI W FROM CHANCE.
 BU1745'4.8 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT CHANCE,
 BU1745'ABOUT 0.45 MILE WEST OF THE JUNCTION OF ROCKY MOUNT ROAD LEADING
 BU1745'NORTH, ABOUT 0.5 MILE EAST OF A WOODEN BRIDGE OVER SILVER CREEK, 16
 BU1745'YARDS NORTHEAST OF THE TOP OF A GRADE, 27 FEET NORTH OF THE CENTER
 BU1745'LINE OF THE ROAD, 59 FEET EAST OF THE CENTER LINE OF A TRAIL NORTH, 2
 BU1745'FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND
 BU1745'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1007 ***********************************************************************
 BU1007  DESIGNATION -  D 338
 BU1007  PID         -  BU1007
 BU1007  STATE/COUNTY-  AL/MONROE
 BU1007  USGS QUAD   -  FRANKLIN (1981)
 BU1007
 BU1007                         *CURRENT SURVEY CONTROL
 BU1007  ___________________________________________________________________
 BU1007* NAD 83(1986)-  31 44 19.     (N)    087 28 16.     (W)     SCALED    
 BU1007* NAVD 88     -        23.458  (meters)      76.96   (feet)  ADJUSTED  
 BU1007  ___________________________________________________________________
 BU1007  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1007  DYNAMIC HT  -          23.429 (meters)      76.87  (feet)  COMP
 BU1007  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 BU1007
 BU1007  VERT ORDER  -  SECOND    CLASS 0
 BU1007
 BU1007.The horizontal coordinates were scaled from a topographic map and have
 BU1007.an estimated accuracy of +/- 6 seconds.
 BU1007
 BU1007.The orthometric height was determined by differential leveling
 BU1007.and adjusted by the National Geodetic Survey in June 1991..
 BU1007
 BU1007.The geoid height was determined by GEOID03.
 BU1007
 BU1007.The dynamic height is computed by dividing the NAVD 88
 BU1007.geopotential number by the normal gravity value computed on the
 BU1007.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1007.degrees latitude (g = 980.6199 gals.).
 BU1007
 BU1007.The modeled gravity was interpolated from observed gravity values.
 BU1007
 BU1007;                    North         East    Units  Estimated Accuracy
 BU1007;SPC AL W     -   192,740.      602,740.      MT  (+/- 180 meters Scaled)
 BU1007
 BU1007                          SUPERSEDED SURVEY CONTROL
 BU1007
 BU1007  NGVD 29 (??/??/92)   23.426  (m)           76.86   (f) ADJ UNCH    2 0
 BU1007
 BU1007.Superseded values are not recommended for survey control.
 BU1007.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1007.See file dsdata.txt to determine how the superseded data were derived.
 BU1007
 BU1007_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA553115(NAD 83)
 BU1007_MARKER: DB = BENCH MARK DISK
 BU1007_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1007_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1007_STAMPING: D 338 1950
 BU1007_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1007+STABILITY: SURFACE MOTION
 BU1007
 BU1007  HISTORY     - Date     Condition        Report By
 BU1007  HISTORY     - 1950     MONUMENTED       CGS
 BU1007  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU1007
 BU1007                          STATION DESCRIPTION
 BU1007
 BU1007'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1007'9.15 MI SE FROM LOWER PEACH TREE.
 BU1007'ABOUT 2.7 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD FROM THE POST
 BU1007'OFFICE AT LOWER PEACH TREE, THENCE ABOUT 6.45 MILES SOUTHEAST ALONG A
 BU1007'GRAVEL ROAD, ABOUT 0.55 MILE SOUTHEAST OF MILES CHAPEL CHURCH, ABOUT
 BU1007'0.25 MILE SOUTHEAST OF THE JUNCTION OF A DIM ROAD WEST, ABOUT 0.8 MILE
 BU1007'NORTHWEST OF THE NORTHWEST BANK OF THE ALABAMA RIVER AT ABANDONED
 BU1007'FERRY LANDING, 39 FEET NORTHEAST OF THE CENTER LINE OF THE GRAVEL
 BU1007'ROAD, 135 FEET NORTH AND ACROSS THE ROAD FROM THE NORTH CORNER OF A
 BU1007'SMALL TENANT HOUSE, ABOUT 70 YARDS NORTHWEST OF THE TOP OF A SMALL
 BU1007'RISE IN ROAD, 24 FEET SOUTHEAST OF AN 18-INCH PINE TREE, 2 FEET
 BU1007'NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 BU1007'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BU1007
 BU1007                          STATION RECOVERY (1971)
 BU1007
 BU1007'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU1007'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1715 ***********************************************************************
 BU1715  DESIGNATION -  D 339
 BU1715  PID         -  BU1715
 BU1715  STATE/COUNTY-  AL/CLARKE
 BU1715  USGS QUAD   -  FULTON EAST (1973)
 BU1715
 BU1715                         *CURRENT SURVEY CONTROL
 BU1715  ___________________________________________________________________
 BU1715* NAD 83(1986)-  31 45 25.     (N)    087 38 34.     (W)     SCALED    
 BU1715* NAVD 88     -       149.971  (meters)     492.03   (feet)  ADJUSTED  
 BU1715  ___________________________________________________________________
 BU1715  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU1715  DYNAMIC HT  -         149.788 (meters)     491.43  (feet)  COMP
 BU1715  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 BU1715
 BU1715  VERT ORDER  -  SECOND    CLASS 0
 BU1715
 BU1715.The horizontal coordinates were scaled from a topographic map and have
 BU1715.an estimated accuracy of +/- 6 seconds.
 BU1715
 BU1715.The orthometric height was determined by differential leveling
 BU1715.and adjusted by the National Geodetic Survey in June 1991..
 BU1715
 BU1715.The geoid height was determined by GEOID03.
 BU1715
 BU1715.The dynamic height is computed by dividing the NAVD 88
 BU1715.geopotential number by the normal gravity value computed on the
 BU1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1715.degrees latitude (g = 980.6199 gals.).
 BU1715
 BU1715.The modeled gravity was interpolated from observed gravity values.
 BU1715
 BU1715;                    North         East    Units  Estimated Accuracy
 BU1715;SPC AL W     -   194,780.      586,470.      MT  (+/- 180 meters Scaled)
 BU1715
 BU1715                          SUPERSEDED SURVEY CONTROL
 BU1715
 BU1715  NGVD 29 (??/??/92)  149.935  (m)          491.91   (f) ADJ UNCH    2 0
 BU1715
 BU1715.Superseded values are not recommended for survey control.
 BU1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1715.See file dsdata.txt to determine how the superseded data were derived.
 BU1715
 BU1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA391136(NAD 83)
 BU1715_MARKER: DB = BENCH MARK DISK
 BU1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1715_STAMPING: D 339 1950
 BU1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1715+STABILITY: SURFACE MOTION
 BU1715
 BU1715  HISTORY     - Date     Condition        Report By
 BU1715  HISTORY     - 1950     MONUMENTED       CGS
 BU1715
 BU1715                          STATION DESCRIPTION
 BU1715
 BU1715'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1715'2.65 MI S FROM NETTLEBORO.
 BU1715'2.65 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AND CHURCH AT
 BU1715'NETTLEBORO, ABOUT 1.25 MILES SOUTH OF THE JUNCTION OF A BLACK TOP ROAD
 BU1715'LEADING WEST TO DICKINSON, ABOUT 1.05 MILES SOUTH OF THE JUNCTION OF A
 BU1715'ROAD EAST TO CHANCE, ABOUT 0.45 MILE SOUTH OF THE JUNCTION OF A SMALL
 BU1715'GRAVEL ROAD LEADING SOUTHWEST, 126 YARDS NORTH OF THE JUNCTION OF A
 BU1715'SMALL GRAVEL ROAD LEADING WEST, 27 FEET EAST OF THE CENTER LINE OF THE
 BU1715'ROAD, 18 FEET SOUTH OF A 30-INCH FORKED OAK TREE, 22 FEET
 BU1715'NORTH-NORTHWEST OF A 12-INCH CEDAR TREE, 2 FEET SOUTH OF A WHITE
 BU1715'WOODEN WITNESS POST, 1 FOOT BELOW THE GRAVEL ROAD AND SET IN THE TOP
 BU1715'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED
 BU1715'FROM THE POST OFFICE AT DICKINSON BY GOING ABOUT 4.8 MILES EAST ALONG
 BU1715'A BLACK TOP ROAD, THENCE ABOUT 1.25 MILE SOUTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0465 ***********************************************************************
 DH0465  DESIGNATION -  D 34
 DH0465  PID         -  DH0465
 DH0465  STATE/COUNTY-  AL/TALLADEGA
 DH0465  USGS QUAD   -  CHILDERSBURG (1972)
 DH0465
 DH0465                         *CURRENT SURVEY CONTROL
 DH0465  ___________________________________________________________________
 DH0465* NAD 83(1986)-  33 19 21.     (N)    086 18 35.     (W)     SCALED    
 DH0465* NAVD 88     -       130.551  (meters)     428.32   (feet)  ADJUSTED  
 DH0465  ___________________________________________________________________
 DH0465  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DH0465  DYNAMIC HT  -         130.408 (meters)     427.85  (feet)  COMP
 DH0465  MODELED GRAV-     979,538.0   (mgal)                       NAVD 88
 DH0465
 DH0465  VERT ORDER  -  SECOND    CLASS 0
 DH0465
 DH0465.The horizontal coordinates were scaled from a topographic map and have
 DH0465.an estimated accuracy of +/- 6 seconds.
 DH0465
 DH0465.The orthometric height was determined by differential leveling
 DH0465.and adjusted by the National Geodetic Survey in June 1991..
 DH0465
 DH0465.The geoid height was determined by GEOID03.
 DH0465
 DH0465.The dynamic height is computed by dividing the NAVD 88
 DH0465.geopotential number by the normal gravity value computed on the
 DH0465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0465.degrees latitude (g = 980.6199 gals.).
 DH0465
 DH0465.The modeled gravity was interpolated from observed gravity values.
 DH0465
 DH0465;                    North         East    Units  Estimated Accuracy
 DH0465;SPC AL E     -   313,060.      155,640.      MT  (+/- 180 meters Scaled)
 DH0465
 DH0465                          SUPERSEDED SURVEY CONTROL
 DH0465
 DH0465  NGVD 29 (??/??/92)  130.512  (m)          428.19   (f) ADJ UNCH    2 0
 DH0465
 DH0465.Superseded values are not recommended for survey control.
 DH0465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0465.See file dsdata.txt to determine how the superseded data were derived.
 DH0465
 DH0465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB642872(NAD 83)
 DH0465_MARKER: DB = BENCH MARK DISK
 DH0465_SETTING: 0 = UNSPECIFIED SETTING
 DH0465_STAMPING: D 34 1934
 DH0465_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0465
 DH0465  HISTORY     - Date     Condition        Report By
 DH0465  HISTORY     - 1934     MONUMENTED       CGS
 DH0465  HISTORY     - 1950     GOOD             NGS
 DH0465
 DH0465                          STATION DESCRIPTION
 DH0465
 DH0465'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0465'5.0 MI NE FROM CHILDERSBURG.
 DH0465'ALONG THE RIGHT OF WAY OF THE SOUTHERN RAILROAD.  15 1/2 RAIL LENGTHS
 DH0465'N. E. OF MILE POST 99, 5 RAIL LENGTHS N. OF PUBLIC CROSSING, 1.1 MI.
 DH0465'S. W. OF STATION KYMULGA, 33 FEET S. E. OF TRACK.
 DH0465
 DH0465                          STATION RECOVERY (1950)
 DH0465
 DH0465'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DH0465'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1765 ***********************************************************************
 BU1765  DESIGNATION -  D 340
 BU1765  PID         -  BU1765
 BU1765  STATE/COUNTY-  AL/CLARKE
 BU1765  USGS QUAD   -  WHATLEY (1972)
 BU1765
 BU1765                         *CURRENT SURVEY CONTROL
 BU1765  ___________________________________________________________________
 BU1765* NAD 83(1986)-  31 41 35.     (N)    087 37 41.     (W)     SCALED    
 BU1765* NAVD 88     -       140.995  (meters)     462.58   (feet)  ADJUSTED  
 BU1765  ___________________________________________________________________
 BU1765  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BU1765  DYNAMIC HT  -         140.823 (meters)     462.02  (feet)  COMP
 BU1765  MODELED GRAV-     979,414.8   (mgal)                       NAVD 88
 BU1765
 BU1765  VERT ORDER  -  SECOND    CLASS 0
 BU1765
 BU1765.The horizontal coordinates were scaled from a topographic map and have
 BU1765.an estimated accuracy of +/- 6 seconds.
 BU1765
 BU1765.The orthometric height was determined by differential leveling
 BU1765.and adjusted by the National Geodetic Survey in June 1991..
 BU1765
 BU1765.The geoid height was determined by GEOID03.
 BU1765
 BU1765.The dynamic height is computed by dividing the NAVD 88
 BU1765.geopotential number by the normal gravity value computed on the
 BU1765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1765.degrees latitude (g = 980.6199 gals.).
 BU1765
 BU1765.The modeled gravity was interpolated from observed gravity values.
 BU1765
 BU1765;                    North         East    Units  Estimated Accuracy
 BU1765;SPC AL W     -   187,700.      587,860.      MT  (+/- 180 meters Scaled)
 BU1765
 BU1765                          SUPERSEDED SURVEY CONTROL
 BU1765
 BU1765  NGVD 29 (??/??/92)  140.964  (m)          462.48   (f) ADJ UNCH    2 0
 BU1765
 BU1765.Superseded values are not recommended for survey control.
 BU1765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1765.See file dsdata.txt to determine how the superseded data were derived.
 BU1765
 BU1765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA404065(NAD 83)
 BU1765_MARKER: DB = BENCH MARK DISK
 BU1765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1765_STAMPING: D 340 1950
 BU1765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1765+STABILITY: SURFACE MOTION
 BU1765
 BU1765  HISTORY     - Date     Condition        Report By
 BU1765  HISTORY     - 1950     MONUMENTED       CGS
 BU1765
 BU1765                          STATION DESCRIPTION
 BU1765
 BU1765'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1765'9.95 MI NW FROM GOSPORT.
 BU1765'3.35 MILES NORTHEAST ALONG A GRADED ROAD FROM THE METHODIST CHURCH AND
 BU1765'CEMETERY AT GOSPORT, THENCE ABOUT 6.6 MILES NORTHWEST ALONG A GRAVEL
 BU1765'ROAD, ABOUT 0.7 MILE SOUTHEAST OF THE JUNCTION OF THE DELOACH ROAD
 BU1765'LEADING EAST, ABOUT 0.95 MILE SOUTHEAST OF THE JUNCTION OF A
 BU1765'NORTHEAST-SOUTHWEST ROAD AT VASHTI, ABOUT 0.15 MILE SOUTHEAST OF THE
 BU1765'TOP OF A GRADE AND A FARM HOUSE LOCATED ON THE NORTHEAST SIDE OF THE
 BU1765'ROAD, IN A SMALL GRASSY OPENING IN WOODS, ABOUT 90 YARDS NORTHWEST OF
 BU1765'A SMALL GRADE, 33 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 2
 BU1765'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BU1765'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1178 ***********************************************************************
 BU1178  DESIGNATION -  D 341
 BU1178  PID         -  BU1178
 BU1178  STATE/COUNTY-  AL/WILCOX
 BU1178  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1178
 BU1178                         *CURRENT SURVEY CONTROL
 BU1178  ___________________________________________________________________
 BU1178* NAD 83(1986)-  31 53 14.     (N)    087 18 38.     (W)     SCALED    
 BU1178* NAVD 88     -        44.676  (meters)     146.57   (feet)  ADJUSTED  
 BU1178  ___________________________________________________________________
 BU1178  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BU1178  DYNAMIC HT  -          44.624 (meters)     146.40  (feet)  COMP
 BU1178  MODELED GRAV-     979,463.9   (mgal)                       NAVD 88
 BU1178
 BU1178  VERT ORDER  -  SECOND    CLASS 0
 BU1178
 BU1178.The horizontal coordinates were scaled from a topographic map and have
 BU1178.an estimated accuracy of +/- 6 seconds.
 BU1178
 BU1178.The orthometric height was determined by differential leveling
 BU1178.and adjusted by the National Geodetic Survey in June 1991..
 BU1178
 BU1178.The geoid height was determined by GEOID03.
 BU1178
 BU1178.The dynamic height is computed by dividing the NAVD 88
 BU1178.geopotential number by the normal gravity value computed on the
 BU1178.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1178.degrees latitude (g = 980.6199 gals.).
 BU1178
 BU1178.The modeled gravity was interpolated from observed gravity values.
 BU1178
 BU1178;                    North         East    Units  Estimated Accuracy
 BU1178;SPC AL W     -   209,240.      617,920.      MT  (+/- 180 meters Scaled)
 BU1178
 BU1178                          SUPERSEDED SURVEY CONTROL
 BU1178
 BU1178  NGVD 29 (??/??/92)   44.645  (m)          146.47   (f) ADJ UNCH    2 0
 BU1178
 BU1178.Superseded values are not recommended for survey control.
 BU1178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1178.See file dsdata.txt to determine how the superseded data were derived.
 BU1178
 BU1178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA706279(NAD 83)
 BU1178_MARKER: DB = BENCH MARK DISK
 BU1178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1178_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1178_STAMPING: D 341 1950
 BU1178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1178+STABILITY: SURFACE MOTION
 BU1178
 BU1178  HISTORY     - Date     Condition        Report By
 BU1178  HISTORY     - 1950     MONUMENTED       CGS
 BU1178
 BU1178                          STATION DESCRIPTION
 BU1178
 BU1178'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1178'11.2 MI NE FROM HYBART.
 BU1178'ABOUT 5.25 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 BU1178'AT HYBART, THENCE ABOUT 5.95 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 BU1178'ROAD, ABOUT 0.2 MILE WEST OF A STEEL BRIDGE OVER GRAVEL CREEK, ON A
 BU1178'SLOPE DECENDING EAST, AT THE JUNCTION OF A DIM ROAD NORTHWEST, 62 FEET
 BU1178'NORTH OF THE CENTER LINE OF THE ROAD, 49 FEET NORTHWEST OF A
 BU1178'TRIANGULAR BLAZED 26-INCH OAK TREE, 34 FEET NORTH-NORTHEAST AND ACROSS
 BU1178'THE DIM ROAD FROM A TRIANGULAR BLAZED 8-INCH HICKORY TREE, 16 FEET
 BU1178'NORTHEAST OF THE CENTER LINE OF THE DIM ROAD NORTHWEST, 1 1/2 FEET
 BU1178'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND
 BU1178'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1159 ***********************************************************************
 BU1159  DESIGNATION -  D 342
 BU1159  PID         -  BU1159
 BU1159  STATE/COUNTY-  AL/WILCOX
 BU1159  USGS QUAD   -  ROSEBUD (1981)
 BU1159
 BU1159                         *CURRENT SURVEY CONTROL
 BU1159  ___________________________________________________________________
 BU1159* NAD 83(1986)-  31 56 24.     (N)    087 11 16.     (W)     SCALED    
 BU1159* NAVD 88     -        60.735  (meters)     199.26   (feet)  ADJUSTED  
 BU1159  ___________________________________________________________________
 BU1159  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BU1159  DYNAMIC HT  -          60.664 (meters)     199.03  (feet)  COMP
 BU1159  MODELED GRAV-     979,465.0   (mgal)                       NAVD 88
 BU1159
 BU1159  VERT ORDER  -  SECOND    CLASS 0
 BU1159
 BU1159.The horizontal coordinates were scaled from a topographic map and have
 BU1159.an estimated accuracy of +/- 6 seconds.
 BU1159
 BU1159.The orthometric height was determined by differential leveling
 BU1159.and adjusted by the National Geodetic Survey in June 1991..
 BU1159
 BU1159.The geoid height was determined by GEOID03.
 BU1159
 BU1159.The dynamic height is computed by dividing the NAVD 88
 BU1159.geopotential number by the normal gravity value computed on the
 BU1159.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1159.degrees latitude (g = 980.6199 gals.).
 BU1159
 BU1159.The modeled gravity was interpolated from observed gravity values.
 BU1159
 BU1159;                    North         East    Units  Estimated Accuracy
 BU1159;SPC AL W     -   215,110.      629,520.      MT  (+/- 180 meters Scaled)
 BU1159
 BU1159                          SUPERSEDED SURVEY CONTROL
 BU1159
 BU1159  NGVD 29 (??/??/92)   60.703  (m)          199.16   (f) ADJ UNCH    2 0
 BU1159
 BU1159.Superseded values are not recommended for survey control.
 BU1159.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1159.See file dsdata.txt to determine how the superseded data were derived.
 BU1159
 BU1159_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA822338(NAD 83)
 BU1159_MARKER: DB = BENCH MARK DISK
 BU1159_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1159_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1159_STAMPING: D 342 1950
 BU1159_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1159+STABILITY: SURFACE MOTION
 BU1159
 BU1159  HISTORY     - Date     Condition        Report By
 BU1159  HISTORY     - 1950     MONUMENTED       CGS
 BU1159
 BU1159                          STATION DESCRIPTION
 BU1159
 BU1159'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1159'2.1 MI N FROM NEENAH.
 BU1159'ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 BU1159'NASHVILLE RAILROAD STATION AT NEENAH, THENCE ABOUT 2.0 MILES NORTH
 BU1159'ALONG A DIRT ROAD, ABOUT 0.3 MILE SOUTHWEST OF THE CROSSING OF THE
 BU1159'LOUISVILLE AND NASHVILLE RAILROAD, ON THE OUTSIDE OF A CURVE IN THE
 BU1159'ROAD WITH TANGENTS EXTENDING NORTHEAST AND SOUTH-SOUTHEAST, AT THE
 BU1159'JUNCTION OF A DIM ROAD WEST, 49 1/2 FEET NORTHEAST AND ACROSS THE DIM
 BU1159'ROAD FROM A TRIANGULAR BLAZED 30-INCH OAK TREE, 29 FEET NORTHWEST OF
 BU1159'THE CENTER LINE OF THE ROAD, 14 FEET SOUTHEAST OF A TRIANGULAR BLAZED
 BU1159'24-INCH OAK TREE, 13 FEET NORTH OF THE CENTER OF THE DIM ROAD, 1 1/2
 BU1159'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET ABOVE THE
 BU1159'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1148 ***********************************************************************
 BU1148  DESIGNATION -  D 343
 BU1148  PID         -  BU1148
 BU1148  STATE/COUNTY-  AL/WILCOX
 BU1148  USGS QUAD   -  ROSEBUD (1981)
 BU1148
 BU1148                         *CURRENT SURVEY CONTROL
 BU1148  ___________________________________________________________________
 BU1148* NAD 83(1986)-  31 58 43.     (N)    087 07 51.     (W)     SCALED    
 BU1148* NAVD 88     -        58.225  (meters)     191.03   (feet)  ADJUSTED  
 BU1148  ___________________________________________________________________
 BU1148  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BU1148  DYNAMIC HT  -          58.157 (meters)     190.80  (feet)  COMP
 BU1148  MODELED GRAV-     979,470.9   (mgal)                       NAVD 88
 BU1148
 BU1148  VERT ORDER  -  SECOND    CLASS 0
 BU1148
 BU1148.The horizontal coordinates were scaled from a topographic map and have
 BU1148.an estimated accuracy of +/- 6 seconds.
 BU1148
 BU1148.The orthometric height was determined by differential leveling
 BU1148.and adjusted by the National Geodetic Survey in June 1991..
 BU1148
 BU1148.The geoid height was determined by GEOID03.
 BU1148
 BU1148.The dynamic height is computed by dividing the NAVD 88
 BU1148.geopotential number by the normal gravity value computed on the
 BU1148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1148.degrees latitude (g = 980.6199 gals.).
 BU1148
 BU1148.The modeled gravity was interpolated from observed gravity values.
 BU1148
 BU1148;                    North         East    Units  Estimated Accuracy
 BU1148;SPC AL W     -   219,410.      634,890.      MT  (+/- 180 meters Scaled)
 BU1148
 BU1148                          SUPERSEDED SURVEY CONTROL
 BU1148
 BU1148  NGVD 29 (??/??/92)   58.196  (m)          190.93   (f) ADJ UNCH    2 0
 BU1148
 BU1148.Superseded values are not recommended for survey control.
 BU1148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1148.See file dsdata.txt to determine how the superseded data were derived.
 BU1148
 BU1148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA876380(NAD 83)
 BU1148_MARKER: DB = BENCH MARK DISK
 BU1148_SETTING: 80 = SET IN A BOULDER
 BU1148_STAMPING: D 343 1950
 BU1148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1148+STABILITY: SURFACE MOTION
 BU1148
 BU1148  HISTORY     - Date     Condition        Report By
 BU1148  HISTORY     - 1950     MONUMENTED       CGS
 BU1148
 BU1148                          STATION DESCRIPTION
 BU1148
 BU1148'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1148'0.1 MI N FROM DARLINGTON.
 BU1148'AT DARLINGTON, ABOUT 0.1 MILE NORTH ALONG A GRAVEL ROAD FROM THE ROAD
 BU1148'JUNCTION, SET IN THE TOP OF AN OUTCROPPING BOULDER IN AN OPEN PASTURE,
 BU1148'262 FEET NORTHEAST OF THE EAST CORNER OF A LARGE TWO STORY WHITE FARM
 BU1148'HOUSE, 121 FEET NORTH OF A FENCE CORNER, ABOUT 38 YARDS SOUTH OF THE
 BU1148'SOUTH END OF A STOCK POND, 69 FEET WEST OF THE CENTER LINE OF THE
 BU1148'ROAD, 36 FEET EAST-SOUTHEAST OF A TRIANGULAR BLAZED 48-INCH GUM TREE,
 BU1148'ABOUT 2 FEET BELOW THE ROAD.  NOTE-- MARK MAY BE REACHED FROM THE
 BU1148'ESTELLE BY GOING ABOUT 1.25 MILES NORTHEAST ALONG A GRAVEL ROAD FROM
 BU1148'THE JUNCTION OF STATE HIGHWAY 10, THENCE ABOUT 3.85 MILES EAST ALONG
 BU1148'STATE HIGHWAY 11, THENCE ABOUT 0.7 MILE SOUTH ALONG A GRAVEL ROAD
 BU1148'LEADING TO DARLINGTON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2230 ***********************************************************************
 CN2230  DESIGNATION -  D 344
 CN2230  PID         -  CN2230
 CN2230  STATE/COUNTY-  AL/WILCOX
 CN2230  USGS QUAD   -  CARLOWVILLE (1987)
 CN2230
 CN2230                         *CURRENT SURVEY CONTROL
 CN2230  ___________________________________________________________________
 CN2230* NAD 83(1986)-  32 00 36.     (N)    087 01 08.     (W)     SCALED    
 CN2230* NAVD 88     -        54.783  (meters)     179.73   (feet)  ADJUSTED  
 CN2230  ___________________________________________________________________
 CN2230  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CN2230  DYNAMIC HT  -          54.720 (meters)     179.53  (feet)  COMP
 CN2230  MODELED GRAV-     979,479.3   (mgal)                       NAVD 88
 CN2230
 CN2230  VERT ORDER  -  SECOND    CLASS 0
 CN2230
 CN2230.The horizontal coordinates were scaled from a topographic map and have
 CN2230.an estimated accuracy of +/- 6 seconds.
 CN2230
 CN2230.The orthometric height was determined by differential leveling
 CN2230.and adjusted by the National Geodetic Survey in June 1991..
 CN2230
 CN2230.The geoid height was determined by GEOID03.
 CN2230
 CN2230.The dynamic height is computed by dividing the NAVD 88
 CN2230.geopotential number by the normal gravity value computed on the
 CN2230.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2230.degrees latitude (g = 980.6199 gals.).
 CN2230
 CN2230.The modeled gravity was interpolated from observed gravity values.
 CN2230
 CN2230;                    North         East    Units  Estimated Accuracy
 CN2230;SPC AL W     -   222,930.      645,450.      MT  (+/- 180 meters Scaled)
 CN2230
 CN2230                          SUPERSEDED SURVEY CONTROL
 CN2230
 CN2230  NGVD 29 (??/??/92)   54.750  (m)          179.63   (f) ADJ UNCH    2 0
 CN2230
 CN2230.Superseded values are not recommended for survey control.
 CN2230.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2230.See file dsdata.txt to determine how the superseded data were derived.
 CN2230
 CN2230_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA982415(NAD 83)
 CN2230_MARKER: DB = BENCH MARK DISK
 CN2230_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2230_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2230_STAMPING: D 344 1950
 CN2230_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2230+STABILITY: SURFACE MOTION
 CN2230
 CN2230  HISTORY     - Date     Condition        Report By
 CN2230  HISTORY     - 1950     MONUMENTED       CGS
 CN2230  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 CN2230
 CN2230                          STATION DESCRIPTION
 CN2230
 CN2230'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2230'0.8 MI W FROM SNOW HILL.
 CN2230'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 11 FROM THE OVERPASS OVER THE
 CN2230'LOUISVILLE AND NASHVILLE RAILROAD AT SNOW HILL, ABOUT 0.2 MILE EAST OF
 CN2230'THE JUNCTION OF A ROAD NORTHWEST TO SNOW HILL INSTITUTE, ABOUT 0.15
 CN2230'MILE NORTHWEST OF A BRIDGE OVER BLUE CREEK, AT THE JUNCTION OF A DIM
 CN2230'ROAD EAST, 68 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 60
 CN2230'FEET SOUTHEAST OF A TRIANGULAR BLAZED 12-INCH PINE TREE, 37 1/2 FEET
 CN2230'NORTH-NORTHEAST OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT UNDER
 CN2230'DIM ROAD, 38 FEET WEST OF A TELEPHONE POLE, 31 FEET NORTH OF THE
 CN2230'CENTER LINE OF THE DIM ROAD, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 CN2230'WITNESS POST, 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 CN2230'CONCRETE POST PROJECTING 4 INCHES.
 CN2230
 CN2230                          STATION RECOVERY (1983)
 CN2230
 CN2230'RECOVERY NOTE BY US POWER SQUADRON 1983 (SKS)
 CN2230'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2207 ***********************************************************************
 CN2207  DESIGNATION -  D 345
 CN2207  PID         -  CN2207
 CN2207  STATE/COUNTY-  AL/DALLAS
 CN2207  USGS QUAD   -  CARLOWVILLE (1987)
 CN2207
 CN2207                         *CURRENT SURVEY CONTROL
 CN2207  ___________________________________________________________________
 CN2207* NAD 83(1986)-  32 06 31.     (N)    087 02 53.     (W)     SCALED    
 CN2207* NAVD 88     -       120.290  (meters)     394.65   (feet)  ADJUSTED  
 CN2207  ___________________________________________________________________
 CN2207  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CN2207  DYNAMIC HT  -         120.153 (meters)     394.20  (feet)  COMP
 CN2207  MODELED GRAV-     979,496.1   (mgal)                       NAVD 88
 CN2207
 CN2207  VERT ORDER  -  SECOND    CLASS 0
 CN2207
 CN2207.The horizontal coordinates were scaled from a topographic map and have
 CN2207.an estimated accuracy of +/- 6 seconds.
 CN2207
 CN2207.The orthometric height was determined by differential leveling
 CN2207.and adjusted by the National Geodetic Survey in June 1991..
 CN2207
 CN2207.The geoid height was determined by GEOID03.
 CN2207
 CN2207.The dynamic height is computed by dividing the NAVD 88
 CN2207.geopotential number by the normal gravity value computed on the
 CN2207.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2207.degrees latitude (g = 980.6199 gals.).
 CN2207
 CN2207.The modeled gravity was interpolated from observed gravity values.
 CN2207
 CN2207;                    North         East    Units  Estimated Accuracy
 CN2207;SPC AL W     -   233,860.      642,650.      MT  (+/- 180 meters Scaled)
 CN2207
 CN2207                          SUPERSEDED SURVEY CONTROL
 CN2207
 CN2207  NGVD 29 (??/??/92)  120.254  (m)          394.53   (f) ADJ UNCH    2 0
 CN2207
 CN2207.Superseded values are not recommended for survey control.
 CN2207.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2207.See file dsdata.txt to determine how the superseded data were derived.
 CN2207
 CN2207_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA954524(NAD 83)
 CN2207_MARKER: DB = BENCH MARK DISK
 CN2207_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2207_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2207_STAMPING: D 345 1950
 CN2207_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2207+STABILITY: SURFACE MOTION
 CN2207
 CN2207  HISTORY     - Date     Condition        Report By
 CN2207  HISTORY     - 1950     MONUMENTED       CGS
 CN2207
 CN2207                          STATION DESCRIPTION
 CN2207
 CN2207'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2207'1.9 MI NW FROM CARLOWVILLE.
 CN2207'ABOUT 1.95 MILES NORTHWEST ALONG STATE HIGHWAY 100 FROM THE JUNCTION
 CN2207'OF THE MINTER ROAD AT CARLOWVILLE, ABOUT 0.6 MILE SOUTHEAST OF THE
 CN2207'ROAD JUNCTION AT RICHMOND, 250 FEET EAST AND ACROSS THE HIGHWAY FROM
 CN2207'THE EAST CORNER OF A CHURCH, 151 FEET NORTHWEST OF POWER POLE NO.
 CN2207'R.E.A.3 -221, 57 FEET EAST OF THE CENTER OF THE JUNCTION OF A ROAD
 CN2207'LEADING SOUTH, 49 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 8
 CN2207'FEET NORTHWEST OF THE CENTER LINE OF A DRIVE TO A CULTIVATED FIELD, 18
 CN2207'FEET NORTH-NORTHWEST OF A HIGHWAY R/W MARKER POST, 44 FEET NORTHWEST
 CN2207'OF A HIGHWAY R/W MARKER POST, 1 1/2 FEET SOUTHWEST OF A FENCE LINE, 1
 CN2207'1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW
 CN2207'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1002 ***********************************************************************
 BU1002  DESIGNATION -  D 346
 BU1002  PID         -  BU1002
 BU1002  STATE/COUNTY-  AL/MONROE
 BU1002  USGS QUAD   -  MEXIA (1986)
 BU1002
 BU1002                         *CURRENT SURVEY CONTROL
 BU1002  ___________________________________________________________________
 BU1002* NAD 83(1986)-  31 31 05.     (N)    087 28 26.     (W)     SCALED    
 BU1002* NAVD 88     -       119.864  (meters)     393.25   (feet)  ADJUSTED  
 BU1002  ___________________________________________________________________
 BU1002  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BU1002  DYNAMIC HT  -         119.717 (meters)     392.77  (feet)  COMP
 BU1002  MODELED GRAV-     979,407.0   (mgal)                       NAVD 88
 BU1002
 BU1002  VERT ORDER  -  SECOND    CLASS 0
 BU1002
 BU1002.The horizontal coordinates were scaled from a topographic map and have
 BU1002.an estimated accuracy of +/- 6 seconds.
 BU1002
 BU1002.The orthometric height was determined by differential leveling
 BU1002.and adjusted by the National Geodetic Survey in June 1991..
 BU1002
 BU1002.The geoid height was determined by GEOID03.
 BU1002
 BU1002.The dynamic height is computed by dividing the NAVD 88
 BU1002.geopotential number by the normal gravity value computed on the
 BU1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1002.degrees latitude (g = 980.6199 gals.).
 BU1002
 BU1002.The modeled gravity was interpolated from observed gravity values.
 BU1002
 BU1002;                    North         East    Units  Estimated Accuracy
 BU1002;SPC AL W     -   168,290.      602,480.      MT  (+/- 180 meters Scaled)
 BU1002
 BU1002                          SUPERSEDED SURVEY CONTROL
 BU1002
 BU1002  NGVD 29 (??/??/92)  119.831  (m)          393.15   (f) ADJ UNCH    2 0
 BU1002
 BU1002.Superseded values are not recommended for survey control.
 BU1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1002.See file dsdata.txt to determine how the superseded data were derived.
 BU1002
 BU1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV550871(NAD 83)
 BU1002_MARKER: DB = BENCH MARK DISK
 BU1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1002_STAMPING: D 346 1950
 BU1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1002+STABILITY: SURFACE MOTION
 BU1002
 BU1002  HISTORY     - Date     Condition        Report By
 BU1002  HISTORY     - 1950     MONUMENTED       CGS
 BU1002  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1002
 BU1002                          STATION DESCRIPTION
 BU1002
 BU1002'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1002'2.35 MI NE FROM PERDUE HILL.
 BU1002'ABOUT 1.55 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE POST OFFICE AT
 BU1002'PERDUE HILL, THENCE ABOUT 0.8 MILE NORTH AND NORTHWEST ALONG A PRIVATE
 BU1002'GRAVEL ROAD, ABOUT 0.2 MILE NORTHWEST OF A GATE ACROSS ROAD, ABOUT 0.1
 BU1002'MILE NORTHWEST OF A SAW MILL SITE LOCATED ON NORTHEAST SIDE OF ROAD,
 BU1002'ABOUT 0.6 MILE SOUTHEAST OF TWO CONCRETE SILOS, NORTHEAST AND ACROSS
 BU1002'THE ROAD FROM A SAW MILL SITE LOCATED ON SOUTHWEST SIDE OF ROAD, 99
 BU1002'FEET NORHTWEST OF THE NORTHEAST END OF AN 18-INCH PIPE CULVERT AND THE
 BU1002'BOTTOM OF GRADES, 30 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 2
 BU1002'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 4.4 FEET ABOVE THE ROAD
 BU1002'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BU1002
 BU1002                          STATION RECOVERY (1972)
 BU1002
 BU1002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1002'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0767 ***********************************************************************
 BU0767  DESIGNATION -  D 347
 BU0767  PID         -  BU0767
 BU0767  STATE/COUNTY-  AL/LOWNDES
 BU0767  USGS QUAD   -  FORT DALE (1981)
 BU0767
 BU0767                         *CURRENT SURVEY CONTROL
 BU0767  ___________________________________________________________________
 BU0767* NAD 83(1986)-  31 58 15.     (N)    086 42 16.     (W)     SCALED    
 BU0767* NAVD 88     -        96.813  (meters)     317.63   (feet)  ADJUSTED  
 BU0767  ___________________________________________________________________
 BU0767  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BU0767  DYNAMIC HT  -          96.697 (meters)     317.25  (feet)  COMP
 BU0767  MODELED GRAV-     979,442.1   (mgal)                       NAVD 88
 BU0767
 BU0767  VERT ORDER  -  SECOND    CLASS 0
 BU0767
 BU0767.The horizontal coordinates were scaled from a topographic map and have
 BU0767.an estimated accuracy of +/- 6 seconds.
 BU0767
 BU0767.The orthometric height was determined by differential leveling
 BU0767.and adjusted by the National Geodetic Survey in June 1991..
 BU0767
 BU0767.The geoid height was determined by GEOID03.
 BU0767
 BU0767.The dynamic height is computed by dividing the NAVD 88
 BU0767.geopotential number by the normal gravity value computed on the
 BU0767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0767.degrees latitude (g = 980.6199 gals.).
 BU0767
 BU0767.The modeled gravity was interpolated from observed gravity values.
 BU0767
 BU0767;                    North         East    Units  Estimated Accuracy
 BU0767;SPC AL W     -   218,770.      675,190.      MT  (+/- 180 meters Scaled)
 BU0767
 BU0767                          SUPERSEDED SURVEY CONTROL
 BU0767
 BU0767  NGVD 29 (??/??/92)   96.779  (m)          317.52   (f) ADJ UNCH    2 0
 BU0767
 BU0767.Superseded values are not recommended for survey control.
 BU0767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0767.See file dsdata.txt to determine how the superseded data were derived.
 BU0767
 BU0767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA279372(NAD 83)
 BU0767_MARKER: DB = BENCH MARK DISK
 BU0767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0767_STAMPING: D 347 1951
 BU0767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0767+STABILITY: SURFACE MOTION
 BU0767
 BU0767  HISTORY     - Date     Condition        Report By
 BU0767  HISTORY     - 1951     MONUMENTED       CGS
 BU0767
 BU0767                          STATION DESCRIPTION
 BU0767
 BU0767'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0767'2.1 MI S FROM CLOVER HILL.
 BU0767'2.1 MILES SOUTH ALONG A DIRT ROAD FROM THE SCHOOL AT CLOVER HILL,
 BU0767'ABOUT 0.15 MILE SOUTH OF THE WEST END OF A 70-FOOT WOODEN BRIDGE OVER
 BU0767'MUSCLE CREEK, ABOUT 0.3 MILE NORTH OF THE JUNCTION OF A ROAD LEADING
 BU0767'NORTHWEST TO PALMYRA, AT THE TOP OF A GRADE, 52 FEET EAST OF THE
 BU0767'CENTER LINE OF THE ROAD, 21 FEET NORTHEAST OF THE CENTER LINE OF A
 BU0767'WOODS TRAIL LEADING SOUTHEAST, 28 FEET WEST OF A POWER LINE, 7 FEET
 BU0767'SOUTH OF A 20-INCH PINE TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 BU0767'POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 BU0767'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0741 ***********************************************************************
 BU0741  DESIGNATION -  D 348
 BU0741  PID         -  BU0741
 BU0741  STATE/COUNTY-  AL/BUTLER
 BU0741  USGS QUAD   -  RIDGEVILLE (1981)
 BU0741
 BU0741                         *CURRENT SURVEY CONTROL
 BU0741  ___________________________________________________________________
 BU0741* NAD 83(1986)-  31 54 41.     (N)    086 47 59.     (W)     SCALED    
 BU0741* NAVD 88     -       144.126  (meters)     472.85   (feet)  ADJUSTED  
 BU0741  ___________________________________________________________________
 BU0741  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BU0741  DYNAMIC HT  -         143.952 (meters)     472.28  (feet)  COMP
 BU0741  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 BU0741
 BU0741  VERT ORDER  -  SECOND    CLASS 0
 BU0741
 BU0741.The horizontal coordinates were scaled from a topographic map and have
 BU0741.an estimated accuracy of +/- 6 seconds.
 BU0741
 BU0741.The orthometric height was determined by differential leveling
 BU0741.and adjusted by the National Geodetic Survey in June 1991..
 BU0741
 BU0741.The geoid height was determined by GEOID03.
 BU0741
 BU0741.The dynamic height is computed by dividing the NAVD 88
 BU0741.geopotential number by the normal gravity value computed on the
 BU0741.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0741.degrees latitude (g = 980.6199 gals.).
 BU0741
 BU0741.The modeled gravity was interpolated from observed gravity values.
 BU0741
 BU0741;                    North         East    Units  Estimated Accuracy
 BU0741;SPC AL W     -   212,110.      666,230.      MT  (+/- 180 meters Scaled)
 BU0741
 BU0741                          SUPERSEDED SURVEY CONTROL
 BU0741
 BU0741  NGVD 29 (??/??/92)  144.072  (m)          472.68   (f) ADJ UNCH    2 0
 BU0741
 BU0741.Superseded values are not recommended for survey control.
 BU0741.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0741.See file dsdata.txt to determine how the superseded data were derived.
 BU0741
 BU0741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA189306(NAD 83)
 BU0741_MARKER: DB = BENCH MARK DISK
 BU0741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0741_STAMPING: D 348 1951
 BU0741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0741+STABILITY: SURFACE MOTION
 BU0741
 BU0741  HISTORY     - Date     Condition        Report By
 BU0741  HISTORY     - 1951     MONUMENTED       CGS
 BU0741  HISTORY     - 1970     GOOD             NGS
 BU0741
 BU0741                          STATION DESCRIPTION
 BU0741
 BU0741'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 BU0741'0.9 MI NW FROM BRAGG HILL.
 BU0741'LOCATED 0.9 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE CHURCH AND
 BU0741'CEMETERY AT BRAGG HILL.  IT IS 70 FEET SOUTH OF THE CENTER OF THE
 BU0741'HIGHWAY, 138.5 FEET SSE OF THE CENTER OF A WELL ACROSS THE HIGHWAY, 58
 BU0741'FEET NORTHWEST OF THE NORTH CORNER OF A 1 ROOM HOUSE, 52 FEET
 BU0741'NORTHWEST OF THE NORTH CORNER OF THE CHIMNEY OF THE SAME HOUSE, 38
 BU0741'FEET SOUTHEAST OF A POWER POLE WITH WIRES GOING THREE DIRECTIONS AND 1
 BU0741'FOOT WEST OF A METAL WITNESS POST.  IT IS A CONCRETE POST ABOUT 2
 BU0741'INCHES BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0751 ***********************************************************************
 BU0751  DESIGNATION -  D 349
 BU0751  PID         -  BU0751
 BU0751  STATE/COUNTY-  AL/BUTLER
 BU0751  USGS QUAD   -  FOREST HOME (1981)
 BU0751
 BU0751                         *CURRENT SURVEY CONTROL
 BU0751  ___________________________________________________________________
 BU0751* NAD 83(1986)-  31 52 14.     (N)    086 48 23.     (W)     SCALED    
 BU0751* NAVD 88     -       141.658  (meters)     464.76   (feet)  ADJUSTED  
 BU0751  ___________________________________________________________________
 BU0751  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BU0751  DYNAMIC HT  -         141.486 (meters)     464.19  (feet)  COMP
 BU0751  MODELED GRAV-     979,427.1   (mgal)                       NAVD 88
 BU0751
 BU0751  VERT ORDER  -  SECOND    CLASS 0
 BU0751
 BU0751.The horizontal coordinates were scaled from a topographic map and have
 BU0751.an estimated accuracy of +/- 6 seconds.
 BU0751
 BU0751.The orthometric height was determined by differential leveling
 BU0751.and adjusted by the National Geodetic Survey in June 1991..
 BU0751
 BU0751.The geoid height was determined by GEOID03.
 BU0751
 BU0751.The dynamic height is computed by dividing the NAVD 88
 BU0751.geopotential number by the normal gravity value computed on the
 BU0751.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0751.degrees latitude (g = 980.6199 gals.).
 BU0751
 BU0751.The modeled gravity was interpolated from observed gravity values.
 BU0751
 BU0751;                    North         East    Units  Estimated Accuracy
 BU0751;SPC AL W     -   207,580.      665,630.      MT  (+/- 180 meters Scaled)
 BU0751
 BU0751                          SUPERSEDED SURVEY CONTROL
 BU0751
 BU0751  NGVD 29 (??/??/92)  141.601  (m)          464.57   (f) ADJ UNCH    2 0
 BU0751
 BU0751.Superseded values are not recommended for survey control.
 BU0751.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0751.See file dsdata.txt to determine how the superseded data were derived.
 BU0751
 BU0751_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA183261(NAD 83)
 BU0751_MARKER: DB = BENCH MARK DISK
 BU0751_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0751_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0751_STAMPING: D 349 1951
 BU0751_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0751+STABILITY: SURFACE MOTION
 BU0751
 BU0751  HISTORY     - Date     Condition        Report By
 BU0751  HISTORY     - 1951     MONUMENTED       CGS
 BU0751
 BU0751                          STATION DESCRIPTION
 BU0751
 BU0751'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0751'2.15 MI NE FROM FOREST HOME.
 BU0751'2.15 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 BU0751'FOREST HOME, AT A JOGGED CROSSROAD AND STABLERS STORE, 54 FEET
 BU0751'NORTHEAST OF THE CENTER LINE OF THE ROAD LEADING NORTHWEST, 100 FEET
 BU0751'NORTH OF THE CENTER OF THE JUNCTION OF THE ROAD NORTHWEST AND ROAD
 BU0751'SOUTHWEST TO FOREST HOME, 209 FEET NORTHWEST AND ACROSS ROAD FROM THE
 BU0751'NORTH PORCH CORNER OF L. C. STABLER STORE, 113 FEET EAST AND ACROSS
 BU0751'ROAD NORTHWEST FROM THE EAST PORCH CORNER OF AN ABANDONED STORE IN
 BU0751'ROAD TRIANGLE, NORTH AND ACROSS ROAD FROM A COTTON GIN, 45 FEET
 BU0751'SOUTHEAST OF THE SOUTH CORNER OF A BARN, 1 1/2 FEET NORTHWEST OF A
 BU0751'WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD NORTHWEST AND SET
 BU0751'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1160 ***********************************************************************
 DH1160  DESIGNATION -  D 35
 DH1160  PID         -  DH1160
 DH1160  STATE/COUNTY-  AL/JEFFERSON
 DH1160  USGS QUAD   -  IRONDALE (1978)
 DH1160
 DH1160                         *CURRENT SURVEY CONTROL
 DH1160  ___________________________________________________________________
 DH1160* NAD 83(1986)-  33 33 40.     (N)    086 38 56.     (W)     SCALED    
 DH1160* NAVD 88     -       223.116  (meters)     732.01   (feet)  ADJUSTED  
 DH1160  ___________________________________________________________________
 DH1160  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH1160  DYNAMIC HT  -         222.865 (meters)     731.18  (feet)  COMP
 DH1160  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 DH1160
 DH1160  VERT ORDER  -  SECOND    CLASS 0
 DH1160
 DH1160.The horizontal coordinates were scaled from a topographic map and have
 DH1160.an estimated accuracy of +/- 6 seconds.
 DH1160
 DH1160.The orthometric height was determined by differential leveling
 DH1160.and adjusted by the National Geodetic Survey in June 1991..
 DH1160
 DH1160.The geoid height was determined by GEOID03.
 DH1160
 DH1160.The dynamic height is computed by dividing the NAVD 88
 DH1160.geopotential number by the normal gravity value computed on the
 DH1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1160.degrees latitude (g = 980.6199 gals.).
 DH1160
 DH1160.The modeled gravity was interpolated from observed gravity values.
 DH1160
 DH1160;                    North         East    Units  Estimated Accuracy
 DH1160;SPC AL W     -   395,170.      679,030.      MT  (+/- 180 meters Scaled)
 DH1160
 DH1160                          SUPERSEDED SURVEY CONTROL
 DH1160
 DH1160  NGVD 29 (??/??/92)  223.077  (m)          731.88   (f) ADJ UNCH    2 0
 DH1160
 DH1160.Superseded values are not recommended for survey control.
 DH1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1160.See file dsdata.txt to determine how the superseded data were derived.
 DH1160
 DH1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC325135(NAD 83)
 DH1160_MARKER: DB = BENCH MARK DISK
 DH1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1160_STAMPING: D-35--1934
 DH1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1160+STABILITY: SURFACE MOTION
 DH1160
 DH1160  HISTORY     - Date     Condition        Report By
 DH1160  HISTORY     - 1934     MONUMENTED       CGS
 DH1160  HISTORY     - 1966     MARK NOT FOUND   ALHD
 DH1160  HISTORY     - 1966     POOR             ALHD
 DH1160
 DH1160                          STATION DESCRIPTION
 DH1160
 DH1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH1160'4.2 MI E FROM IRONDALE.
 DH1160'IS LOCATED 4.2 MILES EAST OF THE CENTRAL OF GEORGIA DEPOT AT IRONDALE.
 DH1160'90 FEET EAST OF MILE POST 789 ON SOUTHWEST TRACK.  5 TELEGRAPH POLES
 DH1160'EAST OF ROAD CROSSING.  273 FEET NORTH OF NORTH RAIL OF NORTH MAIN
 DH1160'TRACK.  9 FEET NORTH EAST OF A TELEGRAPH POLE.  STANDARD TABLET SET IN
 DH1160'TOP OF CONCRETE POST 3 INCHES HIGH.  NOTE-- IT IS BELIEVED THAT THE
 DH1160'LOCATIONS OF THE MILEPOST, TRACKS AND POLE HAVE BEEN CHANGED.
 DH1160
 DH1160                          STATION RECOVERY (1966)
 DH1160
 DH1160'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1966
 DH1160'MARK NOT FOUND.
 DH1160
 DH1160                          STATION RECOVERY (1966)
 DH1160
 DH1160'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1966
 DH1160'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0757 ***********************************************************************
 BU0757  DESIGNATION -  D 350
 BU0757  PID         -  BU0757
 BU0757  STATE/COUNTY-  AL/BUTLER
 BU0757  USGS QUAD   -  RIDGEVILLE (1981)
 BU0757
 BU0757                         *CURRENT SURVEY CONTROL
 BU0757  ___________________________________________________________________
 BU0757* NAD 83(1986)-  31 56 53.     (N)    086 45 34.     (W)     SCALED    
 BU0757* NAVD 88     -        85.096  (meters)     279.19   (feet)  ADJUSTED  
 BU0757  ___________________________________________________________________
 BU0757  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BU0757  DYNAMIC HT  -          84.994 (meters)     278.85  (feet)  COMP
 BU0757  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 BU0757
 BU0757  VERT ORDER  -  SECOND    CLASS 0
 BU0757
 BU0757.The horizontal coordinates were scaled from a topographic map and have
 BU0757.an estimated accuracy of +/- 6 seconds.
 BU0757
 BU0757.The orthometric height was determined by differential leveling
 BU0757.and adjusted by the National Geodetic Survey in June 1991..
 BU0757
 BU0757.The geoid height was determined by GEOID03.
 BU0757
 BU0757.The dynamic height is computed by dividing the NAVD 88
 BU0757.geopotential number by the normal gravity value computed on the
 BU0757.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0757.degrees latitude (g = 980.6199 gals.).
 BU0757
 BU0757.The modeled gravity was interpolated from observed gravity values.
 BU0757
 BU0757;                    North         East    Units  Estimated Accuracy
 BU0757;SPC AL W     -   216,200.      670,010.      MT  (+/- 180 meters Scaled)
 BU0757
 BU0757                          SUPERSEDED SURVEY CONTROL
 BU0757
 BU0757  NGVD 29 (??/??/92)   85.046  (m)          279.02   (f) ADJ UNCH    2 0
 BU0757
 BU0757.Superseded values are not recommended for survey control.
 BU0757.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0757.See file dsdata.txt to determine how the superseded data were derived.
 BU0757
 BU0757_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA227347(NAD 83)
 BU0757_MARKER: DB = BENCH MARK DISK
 BU0757_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0757_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0757_STAMPING: D 350 1951
 BU0757_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0757+STABILITY: SURFACE MOTION
 BU0757
 BU0757  HISTORY     - Date     Condition        Report By
 BU0757  HISTORY     - 1951     MONUMENTED       CGS
 BU0757  HISTORY     - 1975     MARK NOT FOUND   NGS
 BU0757
 BU0757                          STATION DESCRIPTION
 BU0757
 BU0757'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0757'9.65 MI NE FROM FOREST HOME.
 BU0757'2.15 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 BU0757'FOREST HOME, THENCE ABOUT 0.3 MILE NORTHWEST ALONG A GRAVEL ROAD,
 BU0757'THENCE ABOUT 2.8 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.3
 BU0757'MILE NORTHWEST ALONG A GRAVEL ROAD VIA CRENSHAWS COTTON GIN, THENCE
 BU0757'ABOUT 4.1 MILES NORTHEAST ALONG A DIRT ROAD, ABOUT 0.55 MILE NORTH OF
 BU0757'A CATTLE GUARD ACROSS ROAD, ABOUT 0.25 MILE SOUTH OF A FENCE GAP
 BU0757'ACROSS ROAD, ABOUT 0.25 MILE NORTH OF A CONCRETE PIPE CULVERT, 38 FEET
 BU0757'EAST OF THE CENTER LINE OF THE ROAD, 40 FEET NORTHWEST OF THE CENTER
 BU0757'LINE OF A FIELD TRAIL LEADING NORTHEAST, 138 FEET SOUTH OF THE CENTER
 BU0757'OF THE EAST END OF A 24-INCH PIPE CULVERT, 2 FEET NORTH OF A WHITE
 BU0757'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 BU0757'CONCRETE POST PROJECTING 4 INCHES.
 BU0757
 BU0757                          STATION RECOVERY (1975)
 BU0757
 BU0757'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BU0757'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1099 ***********************************************************************
 CN1099  DESIGNATION -  D 351
 CN1099  PID         -  CN1099
 CN1099  STATE/COUNTY-  AL/WILCOX
 CN1099  USGS QUAD   -  MINTER (1987)
 CN1099
 CN1099                         *CURRENT SURVEY CONTROL
 CN1099  ___________________________________________________________________
 CN1099* NAD 83(1986)-  32 00 02.     (N)    086 56 57.     (W)     SCALED    
 CN1099* NAVD 88     -        69.594  (meters)     228.33   (feet)  ADJUSTED  
 CN1099  ___________________________________________________________________
 CN1099  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CN1099  DYNAMIC HT  -          69.513 (meters)     228.06  (feet)  COMP
 CN1099  MODELED GRAV-     979,472.4   (mgal)                       NAVD 88
 CN1099
 CN1099  VERT ORDER  -  SECOND    CLASS 0
 CN1099
 CN1099.The horizontal coordinates were scaled from a topographic map and have
 CN1099.an estimated accuracy of +/- 6 seconds.
 CN1099
 CN1099.The orthometric height was determined by differential leveling
 CN1099.and adjusted by the National Geodetic Survey in June 1991..
 CN1099
 CN1099.The geoid height was determined by GEOID03.
 CN1099
 CN1099.The dynamic height is computed by dividing the NAVD 88
 CN1099.geopotential number by the normal gravity value computed on the
 CN1099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1099.degrees latitude (g = 980.6199 gals.).
 CN1099
 CN1099.The modeled gravity was interpolated from observed gravity values.
 CN1099
 CN1099;                    North         East    Units  Estimated Accuracy
 CN1099;SPC AL W     -   221,920.      652,050.      MT  (+/- 180 meters Scaled)
 CN1099
 CN1099                          SUPERSEDED SURVEY CONTROL
 CN1099
 CN1099  NGVD 29 (??/??/92)   69.556  (m)          228.20   (f) ADJ UNCH    2 0
 CN1099
 CN1099.Superseded values are not recommended for survey control.
 CN1099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1099.See file dsdata.txt to determine how the superseded data were derived.
 CN1099
 CN1099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA048404(NAD 83)
 CN1099_MARKER: DB = BENCH MARK DISK
 CN1099_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1099_SP_SET: CULVERT
 CN1099_STAMPING: D 351 1951
 CN1099_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1099
 CN1099  HISTORY     - Date     Condition        Report By
 CN1099  HISTORY     - 1951     MONUMENTED       CGS
 CN1099
 CN1099                          STATION DESCRIPTION
 CN1099
 CN1099'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN1099'0.85 MI E FROM FURMAN.
 CN1099'ABOUT 0.85 MILE EAST ALONG STATE HIGHWAY 11 FROM THE CROSSROADS AT
 CN1099'FURMAN, ABOUT 0.4 MILE WEST OF A CHURCH, SET IN THE TOP OF THE WEST
 CN1099'END OF THE SOUTH HEAD WALL OF A 12-FOOT CONCRETE CULVERT WITH
 CN1099'PARTITION, 15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT
 CN1099'EAST OF THE WEST END OF THE HEAD WALL AND ABOUT 2 1/2 FEET BELOW THE
 CN1099'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1095 ***********************************************************************
 CN1095  DESIGNATION -  D 352
 CN1095  PID         -  CN1095
 CN1095  STATE/COUNTY-  AL/WILCOX
 CN1095  USGS QUAD   -  MINTER (1987)
 CN1095
 CN1095                         *CURRENT SURVEY CONTROL
 CN1095  ___________________________________________________________________
 CN1095* NAD 83(1986)-  32 00 51.     (N)    086 57 52.     (W)     SCALED    
 CN1095* NAVD 88     -        64.201  (meters)     210.63   (feet)  ADJUSTED  
 CN1095  ___________________________________________________________________
 CN1095  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CN1095  DYNAMIC HT  -          64.127 (meters)     210.39  (feet)  COMP
 CN1095  MODELED GRAV-     979,476.7   (mgal)                       NAVD 88
 CN1095
 CN1095  VERT ORDER  -  SECOND    CLASS 0
 CN1095
 CN1095.The horizontal coordinates were scaled from a topographic map and have
 CN1095.an estimated accuracy of +/- 6 seconds.
 CN1095
 CN1095.The orthometric height was determined by differential leveling
 CN1095.and adjusted by the National Geodetic Survey in June 1991..
 CN1095
 CN1095.The geoid height was determined by GEOID03.
 CN1095
 CN1095.The dynamic height is computed by dividing the NAVD 88
 CN1095.geopotential number by the normal gravity value computed on the
 CN1095.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1095.degrees latitude (g = 980.6199 gals.).
 CN1095
 CN1095.The modeled gravity was interpolated from observed gravity values.
 CN1095
 CN1095;                    North         East    Units  Estimated Accuracy
 CN1095;SPC AL W     -   223,420.      650,600.      MT  (+/- 180 meters Scaled)
 CN1095
 CN1095                          SUPERSEDED SURVEY CONTROL
 CN1095
 CN1095  NGVD 29 (??/??/92)   64.16   (m)          210.5    (f) COMPUTED    2 0
 CN1095
 CN1095.Superseded values are not recommended for survey control.
 CN1095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1095.See file dsdata.txt to determine how the superseded data were derived.
 CN1095
 CN1095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA033420(NAD 83)
 CN1095_MARKER: DB = BENCH MARK DISK
 CN1095_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1095_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1095_STAMPING: D 352 1951
 CN1095_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1095+STABILITY: SURFACE MOTION
 CN1095
 CN1095  HISTORY     - Date     Condition        Report By
 CN1095  HISTORY     - 1951     MONUMENTED       CGS
 CN1095
 CN1095                          STATION DESCRIPTION
 CN1095
 CN1095'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN1095'0.8 MI NE FROM FURMAN.
 CN1095'ABOUT 0.25 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 CN1095'OF STATE HIGHWAY 11 AT FURMAN, THENCE ABOUT 0.55 MILE NORTHEAST ALONG
 CN1095'A DIRT ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING SOUTH
 CN1095'AND NORTHEAST AND AT THE JUNCTION OF A DIM DRIVE WEST TO A FARM HOUSE,
 CN1095'24 FEET WEST OF THE CENTER LINE OF THE ROAD, 56 FEET NORTH OF THE WEST
 CN1095'END OF A 30-INCH PIPE CULVERT, 1 FOOT WEST OF A FENCE LINE, 15 FEET
 CN1095'NORTH-NORTHWEST OF THE WEST ONE OF THREE 18-INCH SWEET GUM TREES
 CN1095'GROWING FROM SAME BASE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 CN1095'ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1095'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0683 ***********************************************************************
 BU0683  DESIGNATION -  D 353
 BU0683  PID         -  BU0683
 BU0683  STATE/COUNTY-  AL/MONROE
 BU0683  USGS QUAD   -  PINE APPLE SOUTH (1981)
 BU0683
 BU0683                         *CURRENT SURVEY CONTROL
 BU0683  ___________________________________________________________________
 BU0683* NAD 83(1986)-  31 47 43.     (N)    086 58 54.     (W)     SCALED    
 BU0683* NAVD 88     -       116.761  (meters)     383.07   (feet)  ADJUSTED  
 BU0683  ___________________________________________________________________
 BU0683  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BU0683  DYNAMIC HT  -         116.621 (meters)     382.61  (feet)  COMP
 BU0683  MODELED GRAV-     979,437.1   (mgal)                       NAVD 88
 BU0683
 BU0683  VERT ORDER  -  SECOND    CLASS 0
 BU0683
 BU0683.The horizontal coordinates were scaled from a topographic map and have
 BU0683.an estimated accuracy of +/- 6 seconds.
 BU0683
 BU0683.The orthometric height was determined by differential leveling
 BU0683.and adjusted by the National Geodetic Survey in June 1991..
 BU0683
 BU0683.The geoid height was determined by GEOID03.
 BU0683
 BU0683.The dynamic height is computed by dividing the NAVD 88
 BU0683.geopotential number by the normal gravity value computed on the
 BU0683.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0683.degrees latitude (g = 980.6199 gals.).
 BU0683
 BU0683.The modeled gravity was interpolated from observed gravity values.
 BU0683
 BU0683;                    North         East    Units  Estimated Accuracy
 BU0683;SPC AL W     -   199,140.      649,080.      MT  (+/- 180 meters Scaled)
 BU0683
 BU0683                          SUPERSEDED SURVEY CONTROL
 BU0683
 BU0683  NGVD 29 (??/??/92)  116.737  (m)          382.99   (f) ADJ UNCH    2 0
 BU0683
 BU0683.Superseded values are not recommended for survey control.
 BU0683.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0683.See file dsdata.txt to determine how the superseded data were derived.
 BU0683
 BU0683_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA017177(NAD 83)
 BU0683_MARKER: DB = BENCH MARK DISK
 BU0683_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0683_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0683_STAMPING: D 353 1951
 BU0683_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0683+STABILITY: SURFACE MOTION
 BU0683
 BU0683  HISTORY     - Date     Condition        Report By
 BU0683  HISTORY     - 1951     MONUMENTED       CGS
 BU0683
 BU0683                          STATION DESCRIPTION
 BU0683
 BU0683'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0683'1.95 MI NE FROM OLD TEXAS.
 BU0683'1.95 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE CROSSROADS AT OLD
 BU0683'TEXAS, ABOUT 3.65 MILES SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY 10
 BU0683'AT AWIN, AT THE JUNCTION OF A SIDE ROAD SOUTHEAST AND A DRIVE EAST TO
 BU0683'A ONE-STORY FARM HOUSE WITH ASBESTOS SIDING, 38 FEET SOUTHEAST OF THE
 BU0683'CENTER LINE OF THE HIGHWAY, 68 FEET SOUTHEAST AND ACROSS THE HIGHWAY
 BU0683'FROM A POWER POLE WITH A TRANSFORMER AND BRANCH LINE TO HOUSE, 25 FEET
 BU0683'SOUTHWEST OF THE CENTER LINE OF DRIVE AND ROAD SOUTHEAST, 114 FEET
 BU0683'NORTHEAST OF THE SOUTHEAST END OF A 30-INCH PIPE CULVERT UNDER
 BU0683'HIGHWAY, 3 1/2 FEET SOUTHWEST OF A 6-INCH TWIN OAK TREE SERVING AS A
 BU0683'FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A
 BU0683'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP
 BU0683'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0848 ***********************************************************************
 BU0848  DESIGNATION -  D 354
 BU0848  PID         -  BU0848
 BU0848  STATE/COUNTY-  AL/WILCOX
 BU0848  USGS QUAD   -  OAK HILL (1981)
 BU0848
 BU0848                         *CURRENT SURVEY CONTROL
 BU0848  ___________________________________________________________________
 BU0848* NAD 83(1986)-  31 58 50.     (N)    087 00 47.     (W)     SCALED    
 BU0848* NAVD 88     -        49.692  (meters)     163.03   (feet)  ADJUSTED  
 BU0848  ___________________________________________________________________
 BU0848  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BU0848  DYNAMIC HT  -          49.634 (meters)     162.84  (feet)  COMP
 BU0848  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 BU0848
 BU0848  VERT ORDER  -  SECOND    CLASS 0
 BU0848
 BU0848.The horizontal coordinates were scaled from a topographic map and have
 BU0848.an estimated accuracy of +/- 6 seconds.
 BU0848
 BU0848.The orthometric height was determined by differential leveling
 BU0848.and adjusted by the National Geodetic Survey in June 1991..
 BU0848
 BU0848.The geoid height was determined by GEOID03.
 BU0848
 BU0848.The dynamic height is computed by dividing the NAVD 88
 BU0848.geopotential number by the normal gravity value computed on the
 BU0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0848.degrees latitude (g = 980.6199 gals.).
 BU0848
 BU0848.The modeled gravity was interpolated from observed gravity values.
 BU0848
 BU0848;                    North         East    Units  Estimated Accuracy
 BU0848;SPC AL W     -   219,670.      646,020.      MT  (+/- 180 meters Scaled)
 BU0848
 BU0848                          SUPERSEDED SURVEY CONTROL
 BU0848
 BU0848  NGVD 29 (??/??/92)   49.660  (m)          162.93   (f) ADJ UNCH    2 0
 BU0848
 BU0848.Superseded values are not recommended for survey control.
 BU0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0848.See file dsdata.txt to determine how the superseded data were derived.
 BU0848
 BU0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA987382(NAD 83)
 BU0848_MARKER: DB = BENCH MARK DISK
 BU0848_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0848_SP_SET: ABUTMENT
 BU0848_STAMPING: D 354 1951
 BU0848_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0848
 BU0848  HISTORY     - Date     Condition        Report By
 BU0848  HISTORY     - 1951     MONUMENTED       CGS
 BU0848
 BU0848                          STATION DESCRIPTION
 BU0848
 BU0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0848'1.8 MI S FROM SNOW HILL.
 BU0848'ABOUT 1.8 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0848'THE STATION AT SNOW HILL, ABOUT 0.2 MILE NORTH OF MILE POST 688, SET
 BU0848'IN THE TOP OF THE WEST END OF THE SOUTH CONCRETE ABUTMENT OF BRIDGE
 BU0848'NO. 69 OVER PINE BARREN CREEK, 3 1/2 FEET WEST OF THE WEST RAIL, 5
 BU0848'FEET EAST OF THE WEST END OF ABUTMENT AND ABOUT 6 FEET BELOW THE
 BU0848'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1056 ***********************************************************************
 BU1056  DESIGNATION -  D 355
 BU1056  PID         -  BU1056
 BU1056  STATE/COUNTY-  AL/MONROE
 BU1056  USGS QUAD   -  BEATRICE (1981)
 BU1056
 BU1056                         *CURRENT SURVEY CONTROL
 BU1056  ___________________________________________________________________
 BU1056* NAD 83(1986)-  31 38 59.     (N)    087 13 38.     (W)     SCALED    
 BU1056* NAVD 88     -       118.934  (meters)     390.20   (feet)  ADJUSTED  
 BU1056  ___________________________________________________________________
 BU1056  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BU1056  DYNAMIC HT  -         118.790 (meters)     389.73  (feet)  COMP
 BU1056  MODELED GRAV-     979,427.6   (mgal)                       NAVD 88
 BU1056
 BU1056  VERT ORDER  -  SECOND    CLASS 0
 BU1056
 BU1056.The horizontal coordinates were scaled from a topographic map and have
 BU1056.an estimated accuracy of +/- 6 seconds.
 BU1056
 BU1056.The orthometric height was determined by differential leveling
 BU1056.and adjusted by the National Geodetic Survey in June 1991..
 BU1056
 BU1056.The geoid height was determined by GEOID03.
 BU1056
 BU1056.The dynamic height is computed by dividing the NAVD 88
 BU1056.geopotential number by the normal gravity value computed on the
 BU1056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1056.degrees latitude (g = 980.6199 gals.).
 BU1056
 BU1056.The modeled gravity was interpolated from observed gravity values.
 BU1056
 BU1056;                    North         East    Units  Estimated Accuracy
 BU1056;SPC AL W     -   182,920.      625,870.      MT  (+/- 180 meters Scaled)
 BU1056
 BU1056                          SUPERSEDED SURVEY CONTROL
 BU1056
 BU1056  NGVD 29 (??/??/92)  118.912  (m)          390.13   (f) ADJ UNCH    2 0
 BU1056
 BU1056.Superseded values are not recommended for survey control.
 BU1056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1056.See file dsdata.txt to determine how the superseded data were derived.
 BU1056
 BU1056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA784016(NAD 83)
 BU1056_MARKER: DB = BENCH MARK DISK
 BU1056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1056_STAMPING: D 355 1951
 BU1056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1056+STABILITY: SURFACE MOTION
 BU1056
 BU1056  HISTORY     - Date     Condition        Report By
 BU1056  HISTORY     - 1951     MONUMENTED       CGS
 BU1056
 BU1056                          STATION DESCRIPTION
 BU1056
 BU1056'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1056'1.25 MI NE FROM TUNNEL SPRINGS.
 BU1056'ABOUT 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 47 FROM THE LOUISVILLE
 BU1056'AND NASHVILLE STATION AT TUNNEL SPRINGS, ABOUT 0.6 MILE NORTHEAST OF
 BU1056'THE OVERPASS OF HIGHWAY 47 OVER THE TRACKS, ABOUT 0.1 MILE NORTHEAST
 BU1056'OF A CROSSROAD, SET AT THE JUNCTION OF A DRIVE NORTHWEST TO A GARAGE
 BU1056'AND AT A SMALL STORE AND SERVICE STATION, 39 FEET NORTHWEST OF THE
 BU1056'CENTER LINE OF THE HIGHWAY, 38 FEET NORTHEAST OF THE CENTER LINE OF
 BU1056'THE DRIVE, 15 FEET NORTH OF A TELEPHONE POLE, 85 FEET EAST-SOUTHEAST
 BU1056'OF THE EAST CORNER OF GARAGE, 102 FEET NORTHEAST OF THE EAST CORNER OF
 BU1056'STORE, 1 FOOT SOUTHEAST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 BU1056'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP
 BU1056'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0646 ***********************************************************************
 BU0646  DESIGNATION -  D 356
 BU0646  PID         -  BU0646
 BU0646  STATE/COUNTY-  AL/CONECUH
 BU0646  USGS QUAD   -  BETHEL (1971)
 BU0646
 BU0646                         *CURRENT SURVEY CONTROL
 BU0646  ___________________________________________________________________
 BU0646* NAD 83(1986)-  31 43 01.     (N)    086 58 06.     (W)     SCALED    
 BU0646* NAVD 88     -       130.412  (meters)     427.86   (feet)  ADJUSTED  
 BU0646  ___________________________________________________________________
 BU0646  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BU0646  DYNAMIC HT  -         130.254 (meters)     427.34  (feet)  COMP
 BU0646  MODELED GRAV-     979,426.6   (mgal)                       NAVD 88
 BU0646
 BU0646  VERT ORDER  -  SECOND    CLASS 0
 BU0646
 BU0646.The horizontal coordinates were scaled from a topographic map and have
 BU0646.an estimated accuracy of +/- 6 seconds.
 BU0646
 BU0646.The orthometric height was determined by differential leveling
 BU0646.and adjusted by the National Geodetic Survey in June 1991..
 BU0646
 BU0646.The geoid height was determined by GEOID03.
 BU0646
 BU0646.The dynamic height is computed by dividing the NAVD 88
 BU0646.geopotential number by the normal gravity value computed on the
 BU0646.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0646.degrees latitude (g = 980.6199 gals.).
 BU0646
 BU0646.The modeled gravity was interpolated from observed gravity values.
 BU0646
 BU0646;                    North         East    Units  Estimated Accuracy
 BU0646;SPC AL W     -   190,460.      650,390.      MT  (+/- 180 meters Scaled)
 BU0646
 BU0646                          SUPERSEDED SURVEY CONTROL
 BU0646
 BU0646  NGVD 29 (??/??/92)  130.393  (m)          427.80   (f) ADJ UNCH    2 0
 BU0646
 BU0646.Superseded values are not recommended for survey control.
 BU0646.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0646.See file dsdata.txt to determine how the superseded data were derived.
 BU0646
 BU0646_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA030090(NAD 83)
 BU0646_MARKER: DB = BENCH MARK DISK
 BU0646_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0646_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0646_STAMPING: D 356 1951
 BU0646_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0646+STABILITY: SURFACE MOTION
 BU0646
 BU0646  HISTORY     - Date     Condition        Report By
 BU0646  HISTORY     - 1951     MONUMENTED       CGS
 BU0646  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0646
 BU0646                          STATION DESCRIPTION
 BU0646
 BU0646'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0646'4.6 MI SE FROM OLD TEXAS.
 BU0646'0.5 MILE EAST ALONG A GRAVEL ROAD FROM THE INTERSECTION OF STATE
 BU0646'HIGHWAY 47 AT OLD TEXAS, THENCE ABOUT 2.85 MILES SOUTHEAST ALONG A
 BU0646'GRAVEL ROAD, THENCE ABOUT 0.35 MILE NORTHEAST ALONG A ROAD FOLLOWING
 BU0646'MONROE-CONECUH COUNTY LINE, THENCE ABOUT 0.9 MILE SOUTH ALONG A GRADED
 BU0646'ROAD, ABOUT 0.9 MILE NORTH OF DAUGHTINGS CROSSROAD, 36 FEET NORTHEAST
 BU0646'OF THE CENTER LINE OF THE ROAD, ABOUT 95 YARDS NORTHWEST OF A FARM
 BU0646'HOUSE, 75 FEET EAST OF THE CENTER OF THE JUNCTION OF A DRIVE WEST TO A
 BU0646'LARGE SAWDUST PILE (SITE OF PORTABLE SAW MILL), 25 FEET SOUTH OF THE
 BU0646'CENTER OF A TRAIL EAST, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 BU0646'POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 BU0646'POST PROJECTING 4 INCHES.
 BU0646
 BU0646                          STATION RECOVERY (1971)
 BU0646
 BU0646'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0646'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0635 ***********************************************************************
 BU0635  DESIGNATION -  D 357
 BU0635  PID         -  BU0635
 BU0635  STATE/COUNTY-  AL/CONECUH
 BU0635  USGS QUAD   -  LYEFFION (1986)
 BU0635
 BU0635                         *CURRENT SURVEY CONTROL
 BU0635  ___________________________________________________________________
 BU0635* NAD 83(1986)-  31 35 14.     (N)    086 53 43.     (W)     SCALED    
 BU0635* NAVD 88     -        85.531  (meters)     280.61   (feet)  ADJUSTED  
 BU0635  ___________________________________________________________________
 BU0635  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BU0635  DYNAMIC HT  -          85.427 (meters)     280.27  (feet)  COMP
 BU0635  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BU0635
 BU0635  VERT ORDER  -  SECOND    CLASS 0
 BU0635
 BU0635.The horizontal coordinates were scaled from a topographic map and have
 BU0635.an estimated accuracy of +/- 6 seconds.
 BU0635
 BU0635.The orthometric height was determined by differential leveling
 BU0635.and adjusted by the National Geodetic Survey in June 1991..
 BU0635
 BU0635.The geoid height was determined by GEOID03.
 BU0635
 BU0635.The dynamic height is computed by dividing the NAVD 88
 BU0635.geopotential number by the normal gravity value computed on the
 BU0635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0635.degrees latitude (g = 980.6199 gals.).
 BU0635
 BU0635.The modeled gravity was interpolated from observed gravity values.
 BU0635
 BU0635;                    North         East    Units  Estimated Accuracy
 BU0635;SPC AL W     -   176,120.      657,390.      MT  (+/- 180 meters Scaled)
 BU0635
 BU0635                          SUPERSEDED SURVEY CONTROL
 BU0635
 BU0635  NGVD 29 (??/??/92)   85.524  (m)          280.59   (f) ADJ UNCH    2 0
 BU0635
 BU0635.Superseded values are not recommended for survey control.
 BU0635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0635.See file dsdata.txt to determine how the superseded data were derived.
 BU0635
 BU0635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV099946(NAD 83)
 BU0635_MARKER: DB = BENCH MARK DISK
 BU0635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0635_STAMPING: D 357 1951
 BU0635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0635+STABILITY: SURFACE MOTION
 BU0635
 BU0635  HISTORY     - Date     Condition        Report By
 BU0635  HISTORY     - 1951     MONUMENTED       CGS
 BU0635
 BU0635                          STATION DESCRIPTION
 BU0635
 BU0635'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0635'5.35 MI NW FROM GARLAND.
 BU0635'3.15 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DEANS STORE
 BU0635'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT GARLAND, THENCE
 BU0635'ABOUT 2.2 MILES WEST AND NORTHWEST ALONG A DIRT ROAD, AT THE TOP OF A
 BU0635'SMALL GRADE AND JUNCTION OF A WOODS ROAD SOUTH, 67 FEET SOUTHWEST OF
 BU0635'THE CENTER LINE OF THE ROAD, 37 FEET WEST OF THE CENTER LINE OF THE
 BU0635'ROAD SOUTH, 7 FEET EAST OF A 45-INCH PIN OAK TREE, ABOUT 2 FEET ABOVE
 BU0635'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1449 ***********************************************************************
 BU1449  DESIGNATION -  D 358
 BU1449  PID         -  BU1449
 BU1449  STATE/COUNTY-  AL/CONECUH
 BU1449  USGS QUAD   -  REPTON (1986)
 BU1449
 BU1449                         *CURRENT SURVEY CONTROL
 BU1449  ___________________________________________________________________
 BU1449* NAD 83(1986)-  31 29 06.     (N)    087 09 26.     (W)     SCALED    
 BU1449* NAVD 88     -        83.542  (meters)     274.09   (feet)  ADJUSTED  
 BU1449  ___________________________________________________________________
 BU1449  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU1449  DYNAMIC HT  -          83.438 (meters)     273.75  (feet)  COMP
 BU1449  MODELED GRAV-     979,398.9   (mgal)                       NAVD 88
 BU1449
 BU1449  VERT ORDER  -  SECOND    CLASS 0
 BU1449
 BU1449.The horizontal coordinates were scaled from a topographic map and have
 BU1449.an estimated accuracy of +/- 6 seconds.
 BU1449
 BU1449.The orthometric height was determined by differential leveling
 BU1449.and adjusted by the National Geodetic Survey in June 1991..
 BU1449
 BU1449.The geoid height was determined by GEOID03.
 BU1449
 BU1449.The dynamic height is computed by dividing the NAVD 88
 BU1449.geopotential number by the normal gravity value computed on the
 BU1449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1449.degrees latitude (g = 980.6199 gals.).
 BU1449
 BU1449.The modeled gravity was interpolated from observed gravity values.
 BU1449
 BU1449;                    North         East    Units  Estimated Accuracy
 BU1449;SPC AL W     -   164,680.      632,570.      MT  (+/- 180 meters Scaled)
 BU1449
 BU1449                          SUPERSEDED SURVEY CONTROL
 BU1449
 BU1449  NGVD 29 (??/??/92)   83.531  (m)          274.05   (f) ADJ UNCH    2 0
 BU1449
 BU1449.Superseded values are not recommended for survey control.
 BU1449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1449.See file dsdata.txt to determine how the superseded data were derived.
 BU1449
 BU1449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV850833(NAD 83)
 BU1449_MARKER: DB = BENCH MARK DISK
 BU1449_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1449_SP_SET: BANISTER
 BU1449_STAMPING: D 358 1951
 BU1449_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1449
 BU1449  HISTORY     - Date     Condition        Report By
 BU1449  HISTORY     - 1951     MONUMENTED       CGS
 BU1449
 BU1449                          STATION DESCRIPTION
 BU1449
 BU1449'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1449'1.3 MI W FROM NICHBURG.
 BU1449'1.3 MILES WEST ALONG A GRAVEL ROAD FROM THE SCHOOL AND JUNCTION OF
 BU1449'ROAD SOUTH AT NICHBURG, ABOUT 1.9 MILES EAST ALONG A GRAVEL ROAD FROM
 BU1449'METHODIST CHURCH AND CEMETERY AT BERMUDA, SET IN THE TOP OF THE EAST
 BU1449'END OF THE SOUTH CONCRETE RAIL FOOTING OF THE EAST ONE OF TWO CONCRETE
 BU1449'BRIDGES OVER BURNT CORN CREEK, 10 FEET SOUTH OF THE CENTER LINE OF THE
 BU1449'ROAD, 0.3 FOOT NORTH OF CONCRETE BANISTER AND ABOUT 1 FOOT ABOVE
 BU1449'BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0375 ***********************************************************************
 BU0375  DESIGNATION -  D 359
 BU0375  PID         -  BU0375
 BU0375  STATE/COUNTY-  AL/CONECUH
 BU0375  USGS QUAD   -  EVERGREEN (1982)
 BU0375
 BU0375                         *CURRENT SURVEY CONTROL
 BU0375  ___________________________________________________________________
 BU0375* NAD 83(1986)-  31 26 33.     (N)    086 57 12.     (W)     SCALED    
 BU0375* NAVD 88     -       100.291  (meters)     329.04   (feet)  ADJUSTED  
 BU0375  ___________________________________________________________________
 BU0375  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BU0375  DYNAMIC HT  -         100.167 (meters)     328.63  (feet)  COMP
 BU0375  MODELED GRAV-     979,403.1   (mgal)                       NAVD 88
 BU0375
 BU0375  VERT ORDER  -  SECOND    CLASS 0
 BU0375
 BU0375.The horizontal coordinates were scaled from a topographic map and have
 BU0375.an estimated accuracy of +/- 6 seconds.
 BU0375
 BU0375.The orthometric height was determined by differential leveling
 BU0375.and adjusted by the National Geodetic Survey in June 1991..
 BU0375
 BU0375.The geoid height was determined by GEOID03.
 BU0375
 BU0375.The dynamic height is computed by dividing the NAVD 88
 BU0375.geopotential number by the normal gravity value computed on the
 BU0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0375.degrees latitude (g = 980.6199 gals.).
 BU0375
 BU0375.The modeled gravity was interpolated from observed gravity values.
 BU0375
 BU0375;                    North         East    Units  Estimated Accuracy
 BU0375;SPC AL W     -   160,040.      651,960.      MT  (+/- 180 meters Scaled)
 BU0375
 BU0375                          SUPERSEDED SURVEY CONTROL
 BU0375
 BU0375  NGVD 29 (??/??/92)  100.298  (m)          329.06   (f) ADJ UNCH    2 0
 BU0375
 BU0375.Superseded values are not recommended for survey control.
 BU0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0375.See file dsdata.txt to determine how the superseded data were derived.
 BU0375
 BU0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV044786(NAD 83)
 BU0375_MARKER: DB = BENCH MARK DISK
 BU0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0375_STAMPING: D 359 1951
 BU0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0375+STABILITY: SURFACE MOTION
 BU0375
 BU0375  HISTORY     - Date     Condition        Report By
 BU0375  HISTORY     - 1951     MONUMENTED       CGS
 BU0375  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0375
 BU0375                          STATION DESCRIPTION
 BU0375
 BU0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0375'IN EVERGREEN.
 BU0375'AT EVERGREEN, ABOUT 0.5 MILE NORTHWEST ALONG STATE HIGHWAY 83 FROM THE
 BU0375'POST OFFICE, ABOUT 160 YARDS SOUTH OF THE Y JUNCTION OF A BLACK TOP
 BU0375'STREET LEADING SOUTHEAST, IN ROAD TRIANGLE, 44 FEET EAST OF THE CENTER
 BU0375'LINE OF THE HIGHWAY, 42 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BU0375'STREET LEADING SOUTHEAST, 75 FEET NORTH OF THE CENTER LINE OF THE
 BU0375'STREET CONNECTING HIGHWAY AND STREET SOUTHEAST, 14 1/2 FEET WEST OF A
 BU0375'28-INCH PINE TREE IN TRIANGLE, 134 FEET WEST-NORTHWEST AND ACROSS
 BU0375'STREET SOUTHEAST FROM A FIRE HYDRANT, ABOUT LEVEL WITH THE HIGHWAY AND
 BU0375'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE-- THE PINE
 BU0375'TREE HAS BEEN RECENTLY REMOVED AND AREA IS CONSTANTLY MOWED.
 BU0375
 BU0375                          STATION RECOVERY (1976)
 BU0375
 BU0375'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0915 ***********************************************************************
 DH0915  DESIGNATION -  D 36
 DH0915  PID         -  DH0915
 DH0915  STATE/COUNTY-  AL/SHELBY
 DH0915  USGS QUAD   -  WESTOVER (1982)
 DH0915
 DH0915                         *CURRENT SURVEY CONTROL
 DH0915  ___________________________________________________________________
 DH0915* NAD 83(1986)-  33 20 46.     (N)    086 33 44.     (W)     SCALED    
 DH0915* NAVD 88     -       146.662  (meters)     481.17   (feet)  ADJUSTED  
 DH0915  ___________________________________________________________________
 DH0915  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH0915  DYNAMIC HT  -         146.500 (meters)     480.64  (feet)  COMP
 DH0915  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 DH0915
 DH0915  VERT ORDER  -  SECOND    CLASS 0
 DH0915
 DH0915.The horizontal coordinates were scaled from a topographic map and have
 DH0915.an estimated accuracy of +/- 6 seconds.
 DH0915
 DH0915.The orthometric height was determined by differential leveling
 DH0915.and adjusted by the National Geodetic Survey in June 1991..
 DH0915
 DH0915.The geoid height was determined by GEOID03.
 DH0915
 DH0915.The dynamic height is computed by dividing the NAVD 88
 DH0915.geopotential number by the normal gravity value computed on the
 DH0915.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0915.degrees latitude (g = 980.6199 gals.).
 DH0915
 DH0915.The modeled gravity was interpolated from observed gravity values.
 DH0915
 DH0915;                    North         East    Units  Estimated Accuracy
 DH0915;SPC AL W     -   371,390.      687,290.      MT  (+/- 180 meters Scaled)
 DH0915
 DH0915                          SUPERSEDED SURVEY CONTROL
 DH0915
 DH0915  NGVD 29 (??/??/92)  146.608  (m)          481.00   (f) ADJ UNCH    2 0
 DH0915
 DH0915.Superseded values are not recommended for survey control.
 DH0915.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0915.See file dsdata.txt to determine how the superseded data were derived.
 DH0915
 DH0915_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB407897(NAD 83)
 DH0915_MARKER: DB = BENCH MARK DISK
 DH0915_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0915_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0915_STAMPING: D 36 1934
 DH0915_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0915+STABILITY: SURFACE MOTION
 DH0915
 DH0915  HISTORY     - Date     Condition        Report By
 DH0915  HISTORY     - 1934     MONUMENTED       CGS
 DH0915  HISTORY     - 1947     GOOD             NGS
 DH0915
 DH0915                          STATION DESCRIPTION
 DH0915
 DH0915'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0915'1.5 MI W FROM WESTOVER.
 DH0915'ABOUT 1.5 MILES WEST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 DH0915'FROM THE STATION AT WESTOVER, AT A GRAVEL ROAD CROSSING, 123 FEET WEST
 DH0915'OF THE CENTER OF THE CROSSING, 18 FEET NORTH OF THE NORTH RAIL, 15
 DH0915'FEET SOUTH OF THE CENTER LINE OF A FARM ROAD PARALLELING THE TRACK,
 DH0915'ABOUT 1.5 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST.
 DH0915'NOTE-- MARK IS APPARENTLY SOLID BUT IT IS SET ON THE SIDE OF A STEEP
 DH0915'BANK AND THE BANK HAS WASHED AWAY SO THAT ABOUT 2 FEET OF THE NORTH
 DH0915'SIDE OF THE CONCRETE POST IS NOW EXPOSED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1043 ***********************************************************************
 EF1043  DESIGNATION -  D 360
 EF1043  PID         -  EF1043
 EF1043  STATE/COUNTY-  AL/COLBERT
 EF1043  USGS QUAD   -  CHEROKEE (1988)
 EF1043
 EF1043                         *CURRENT SURVEY CONTROL
 EF1043  ___________________________________________________________________
 EF1043* NAD 83(1986)-  34 50 15.     (N)    087 56 30.     (W)     SCALED    
 EF1043* NAVD 88     -       126.345  (meters)     414.52   (feet)  POSTED    
 EF1043  ___________________________________________________________________
 EF1043  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EF1043  DYNAMIC HT  -         126.220 (meters)     414.11  (feet)  COMP
 EF1043  MODELED GRAV-     979,677.4   (mgal)                       NAVD 88
 EF1043
 EF1043  VERT ORDER  -  * POSTED, Code D , SEE BELOW
 EF1043
 EF1043.The horizontal coordinates were scaled from a topographic map and have
 EF1043.an estimated accuracy of +/- 6 seconds.
 EF1043
 EF1043.The orthometric height was determined by differential leveling
 EF1043.and adjusted by the National Geodetic Survey in 1992..
 EF1043.* This is a POSTED BENCH MARK height.  Code D indicates a distribution
 EF1043.rate of 3.1 thru 4.0 mm/km.
 EF1043
 EF1043.The geoid height was determined by GEOID03.
 EF1043
 EF1043.The dynamic height is computed by dividing the NAVD 88
 EF1043.geopotential number by the normal gravity value computed on the
 EF1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1043.degrees latitude (g = 980.6199 gals.).
 EF1043
 EF1043.The modeled gravity was interpolated from observed gravity values.
 EF1043
 EF1043;                    North         East    Units  Estimated Accuracy
 EF1043;SPC AL W     -   536,510.      559,600.      MT  (+/- 180 meters Scaled)
 EF1043
 EF1043                          SUPERSEDED SURVEY CONTROL
 EF1043
 EF1043  NGVD 29 (??/??/92)  126.331  (m)          414.47   (f) ADJ UNCH    1 2
 EF1043
 EF1043.Superseded values are not recommended for survey control.
 EF1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1043.See file dsdata.txt to determine how the superseded data were derived.
 EF1043
 EF1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD139554(NAD 83)
 EF1043_MARKER: DB = BENCH MARK DISK
 EF1043_SETTING: 66 = SET IN ROCK OUTCROP
 EF1043_SP_SET: ROCK OUTCROP
 EF1043_STAMPING: D 360 1959
 EF1043_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1043+STABILITY: POSITION/ELEVATION WELL
 EF1043
 EF1043  HISTORY     - Date     Condition        Report By
 EF1043  HISTORY     - 1959     MONUMENTED       CGS
 EF1043
 EF1043                          STATION DESCRIPTION
 EF1043
 EF1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EF1043'6.55 MI NE FROM CHEROKEE.
 EF1043'ABOUT 5.15 MILES NORTH ALONG COUNTY ROAD 15 FROM THE CROSSING OF THE
 EF1043'SOUTHERN RAILWAY AT CHEROKEE, THENCE ABOUT 0.1 MILE NORTH ALONG A
 EF1043'BLACK TOP ROAD, THENCE ABOUT 1.3 MILES EAST AND NORTHEAST, AT
 EF1043'GEORGETOWN LANDING, ALONG THE SOUTHWEST (LEFT) BANK OF THE TENNESSEE
 EF1043'RIVER, ABOUT 650 FEET SOUTHEAST AND UP STREAM FROM COLBERT CREEK, AT
 EF1043'THE FIRST RAVINE OR HOLLOW SOUTHEAST OF COLBERT CREEK ALONG THE
 EF1043'SOUTHEAST EDGE OF RAVINE, 86 FEET EAST OF THE CENTER LINE OF A GRAVEL
 EF1043'ROAD FROM A POINT AT THE BASE OF A STEEP GRADE LEADING NORTHWEST AND
 EF1043'UPHILL, AT THE NORTHWEST END OF A LIME STONE OUTCROP, 2 FEET SOUTHEAST
 EF1043'OF THE NORTHWEST END OF OUTCROP, 10 FEET SOUTHWEST OF THE NORTHEAST
 EF1043'END OF OUTCROP, 12 FEET NORTH OF A ROCK OUTCROP PROJECTING FROM
 EF1043'HILLSIDE, AND ABOUT 2 FEET BELOW THE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0972 ***********************************************************************
 BU0972  DESIGNATION -  D 361
 BU0972  PID         -  BU0972
 BU0972  STATE/COUNTY-  AL/MONROE
 BU0972  USGS QUAD   -  NATCHEZ (1972)
 BU0972
 BU0972                         *CURRENT SURVEY CONTROL
 BU0972  ___________________________________________________________________
 BU0972* NAD 83(1986)-  31 40 10.     (N)    087 19 47.     (W)     SCALED    
 BU0972* NAVD 88     -        99.983  (meters)     328.03   (feet)  ADJUSTED  
 BU0972  ___________________________________________________________________
 BU0972  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BU0972  DYNAMIC HT  -          99.862 (meters)     327.63  (feet)  COMP
 BU0972  MODELED GRAV-     979,425.6   (mgal)                       NAVD 88
 BU0972
 BU0972  VERT ORDER  -  SECOND    CLASS 0
 BU0972
 BU0972.The horizontal coordinates were scaled from a topographic map and have
 BU0972.an estimated accuracy of +/- 6 seconds.
 BU0972
 BU0972.The orthometric height was determined by differential leveling
 BU0972.and adjusted by the National Geodetic Survey in June 1991..
 BU0972
 BU0972.The geoid height was determined by GEOID03.
 BU0972
 BU0972.The dynamic height is computed by dividing the NAVD 88
 BU0972.geopotential number by the normal gravity value computed on the
 BU0972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0972.degrees latitude (g = 980.6199 gals.).
 BU0972
 BU0972.The modeled gravity was interpolated from observed gravity values.
 BU0972
 BU0972;                    North         East    Units  Estimated Accuracy
 BU0972;SPC AL W     -   185,090.      616,150.      MT  (+/- 180 meters Scaled)
 BU0972
 BU0972                          SUPERSEDED SURVEY CONTROL
 BU0972
 BU0972  NGVD 29 (??/??/92)   99.957  (m)          327.94   (f) ADJ UNCH    2 0
 BU0972
 BU0972.Superseded values are not recommended for survey control.
 BU0972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0972.See file dsdata.txt to determine how the superseded data were derived.
 BU0972
 BU0972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA687038(NAD 83)
 BU0972_MARKER: DB = BENCH MARK DISK
 BU0972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0972_STAMPING: D 361 1951
 BU0972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0972+STABILITY: SURFACE MOTION
 BU0972
 BU0972  HISTORY     - Date     Condition        Report By
 BU0972  HISTORY     - 1951     MONUMENTED       CGS
 BU0972
 BU0972                          STATION DESCRIPTION
 BU0972
 BU0972'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0972'2.4 MI E FROM KEITH.
 BU0972'ABOUT 2.4 MILES SOUTHEAST AND EAST ALONG A GRAVEL ROAD FROM THE
 BU0972'CROSSING OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD AT KEITH, ABOUT
 BU0972'1.75 MILES EAST OF A BRIDGE OVER BIG FLAT CREEK, ON THE OUTSIDE OF A
 BU0972'CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST AND AT THE JUNCTION
 BU0972'OF A DIM ROAD NORTH, 51 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 BU0972'23 FEET EAST OF THE CENTER LINE OF DIM ROAD, 16 1/2 FEET SOUTHWEST OF
 BU0972'A 20-INCH PINE TREE, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 BU0972'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0963 ***********************************************************************
 BU0963  DESIGNATION -  D 362
 BU0963  PID         -  BU0963
 BU0963  STATE/COUNTY-  AL/MONROE
 BU0963  USGS QUAD   -  FRANKLIN (1981)
 BU0963
 BU0963                         *CURRENT SURVEY CONTROL
 BU0963  ___________________________________________________________________
 BU0963* NAD 83(1986)-  31 41 23.     (N)    087 23 45.     (W)     SCALED    
 BU0963* NAVD 88     -       109.031  (meters)     357.71   (feet)  ADJUSTED  
 BU0963  ___________________________________________________________________
 BU0963  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU0963  DYNAMIC HT  -         108.898 (meters)     357.28  (feet)  COMP
 BU0963  MODELED GRAV-     979,421.3   (mgal)                       NAVD 88
 BU0963
 BU0963  VERT ORDER  -  SECOND    CLASS 0
 BU0963
 BU0963.The horizontal coordinates were scaled from a topographic map and have
 BU0963.an estimated accuracy of +/- 6 seconds.
 BU0963
 BU0963.The orthometric height was determined by differential leveling
 BU0963.and adjusted by the National Geodetic Survey in June 1991..
 BU0963
 BU0963.The geoid height was determined by GEOID03.
 BU0963
 BU0963.The dynamic height is computed by dividing the NAVD 88
 BU0963.geopotential number by the normal gravity value computed on the
 BU0963.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0963.degrees latitude (g = 980.6199 gals.).
 BU0963
 BU0963.The modeled gravity was interpolated from observed gravity values.
 BU0963
 BU0963;                    North         East    Units  Estimated Accuracy
 BU0963;SPC AL W     -   187,330.      609,880.      MT  (+/- 180 meters Scaled)
 BU0963
 BU0963                          SUPERSEDED SURVEY CONTROL
 BU0963
 BU0963  NGVD 29 (??/??/92)  109.002  (m)          357.62   (f) ADJ UNCH    2 0
 BU0963
 BU0963.Superseded values are not recommended for survey control.
 BU0963.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0963.See file dsdata.txt to determine how the superseded data were derived.
 BU0963
 BU0963_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA624061(NAD 83)
 BU0963_MARKER: DB = BENCH MARK DISK
 BU0963_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0963_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0963_STAMPING: D 362 1951
 BU0963_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0963+STABILITY: SURFACE MOTION
 BU0963
 BU0963  HISTORY     - Date     Condition        Report By
 BU0963  HISTORY     - 1951     MONUMENTED       CGS
 BU0963
 BU0963                          STATION DESCRIPTION
 BU0963
 BU0963'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0963'1.85 MI SE FROM FRANKLIN.
 BU0963'ABOUT 1.85  MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE METHODIST
 BU0963'CHURCH AT FRANKLIN, ABOUT 0.2 MILE SOUTH OF A CHURCH AND CEMETERY, AT
 BU0963'THE JUNCTION OF A ROAD SOUTHEAST AND AT J.M. VICK COUNTRY STORE, 55
 BU0963'FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 55 FEET SOUTHWEST OF THE
 BU0963'CENTER LINE OF ROAD SOUTHEAST, 20 FEET SOUTHEAST OF THE SOUTHWEST
 BU0963'CORNER OF STORE, 14 FEET NORTHEAST OF A TELEPHONE POLE, 11 1/2 FEET
 BU0963'NORTHEAST OF A FENCE CORNER, 1 FOOT NORTHWEST OF A FENCE LINE, ABOUT 3
 BU0963'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU0963'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0959 ***********************************************************************
 BU0959  DESIGNATION -  D 363
 BU0959  PID         -  BU0959
 BU0959  STATE/COUNTY-  AL/MONROE
 BU0959  USGS QUAD   -  FRANKLIN (1981)
 BU0959
 BU0959                         *CURRENT SURVEY CONTROL
 BU0959  ___________________________________________________________________
 BU0959* NAD 83(1986)-  31 38 50.     (N)    087 24 10.     (W)     SCALED    
 BU0959* NAVD 88     -       111.301  (meters)     365.16   (feet)  ADJUSTED  
 BU0959  ___________________________________________________________________
 BU0959  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU0959  DYNAMIC HT  -         111.166 (meters)     364.72  (feet)  COMP
 BU0959  MODELED GRAV-     979,426.3   (mgal)                       NAVD 88
 BU0959
 BU0959  VERT ORDER  -  SECOND    CLASS 0
 BU0959
 BU0959.The horizontal coordinates were scaled from a topographic map and have
 BU0959.an estimated accuracy of +/- 6 seconds.
 BU0959
 BU0959.The orthometric height was determined by differential leveling
 BU0959.and adjusted by the National Geodetic Survey in June 1991..
 BU0959
 BU0959.The geoid height was determined by GEOID03.
 BU0959
 BU0959.The dynamic height is computed by dividing the NAVD 88
 BU0959.geopotential number by the normal gravity value computed on the
 BU0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0959.degrees latitude (g = 980.6199 gals.).
 BU0959
 BU0959.The modeled gravity was interpolated from observed gravity values.
 BU0959
 BU0959;                    North         East    Units  Estimated Accuracy
 BU0959;SPC AL W     -   182,610.      609,220.      MT  (+/- 180 meters Scaled)
 BU0959
 BU0959                          SUPERSEDED SURVEY CONTROL
 BU0959
 BU0959  NGVD 29 (??/??/92)  111.274  (m)          365.07   (f) ADJ UNCH    2 0
 BU0959
 BU0959.Superseded values are not recommended for survey control.
 BU0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0959.See file dsdata.txt to determine how the superseded data were derived.
 BU0959
 BU0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA618014(NAD 83)
 BU0959_MARKER: DB = BENCH MARK DISK
 BU0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0959_STAMPING: D 363 1951
 BU0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0959+STABILITY: SURFACE MOTION
 BU0959
 BU0959  HISTORY     - Date     Condition        Report By
 BU0959  HISTORY     - 1951     MONUMENTED       CGS
 BU0959
 BU0959                          STATION DESCRIPTION
 BU0959
 BU0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0959'4.95 MI SE FROM FRANKLIN.
 BU0959'ABOUT 4.95 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE METHODIST
 BU0959'CHURCH AT FRANKLIN, ABOUT 0.2 MILE NORTH OF A CHURCH, ABOUT 0.15 MILE
 BU0959'SOUTH OF A CEMETERY, AT THE SOUTHWEST END OF A SMALL CULTIVATED FIELD,
 BU0959'42 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 2 1/2 FEET
 BU0959'SOUTHEAST OF A POWER POLE FROM WHICH LINE CROSSES HIGHWAY TO THE
 BU0959'SOUTHWEST, 373 FEET SOUTHWEST AND ACROSS SMALL CULTIVATED FIELD FROM A
 BU0959'DUG WELL, 83 FEET NORTHEAST OF THE SOUTHEAST END OF AN 18-INCH PIPE
 BU0959'CULVERT, ABOUT 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 BU0959'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1563 ***********************************************************************
 BU1563  DESIGNATION -  D 364
 BU1563  PID         -  BU1563
 BU1563  STATE/COUNTY-  AL/CLARKE
 BU1563  USGS QUAD   -  WHATLEY (1972)
 BU1563
 BU1563                         *CURRENT SURVEY CONTROL
 BU1563  ___________________________________________________________________
 BU1563* NAD 83(1986)-  31 42 06.     (N)    087 41 32.     (W)     SCALED    
 BU1563* NAVD 88     -        56.722  (meters)     186.10   (feet)  ADJUSTED  
 BU1563  ___________________________________________________________________
 BU1563  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BU1563  DYNAMIC HT  -          56.653 (meters)     185.87  (feet)  COMP
 BU1563  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 BU1563
 BU1563  VERT ORDER  -  FIRST     CLASS II
 BU1563
 BU1563.The horizontal coordinates were scaled from a topographic map and have
 BU1563.an estimated accuracy of +/- 6 seconds.
 BU1563
 BU1563.The orthometric height was determined by differential leveling
 BU1563.and adjusted by the National Geodetic Survey in June 1991..
 BU1563
 BU1563.The geoid height was determined by GEOID03.
 BU1563
 BU1563.The dynamic height is computed by dividing the NAVD 88
 BU1563.geopotential number by the normal gravity value computed on the
 BU1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1563.degrees latitude (g = 980.6199 gals.).
 BU1563
 BU1563.The modeled gravity was interpolated from observed gravity values.
 BU1563
 BU1563;                    North         East    Units  Estimated Accuracy
 BU1563;SPC AL W     -   188,660.      581,780.      MT  (+/- 180 meters Scaled)
 BU1563
 BU1563                          SUPERSEDED SURVEY CONTROL
 BU1563
 BU1563  NGVD 29 (??/??/92)   56.689  (m)          185.99   (f) ADJ UNCH    1 2
 BU1563
 BU1563.Superseded values are not recommended for survey control.
 BU1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1563.See file dsdata.txt to determine how the superseded data were derived.
 BU1563
 BU1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA344075(NAD 83)
 BU1563_MARKER: DB = BENCH MARK DISK
 BU1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1563_STAMPING: D 364 1951
 BU1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1563+STABILITY: SURFACE MOTION
 BU1563
 BU1563  HISTORY     - Date     Condition        Report By
 BU1563  HISTORY     - 1951     MONUMENTED       CGS
 BU1563
 BU1563                          STATION DESCRIPTION
 BU1563
 BU1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1563'3.55 MI N FROM WHATLEY.
 BU1563'3.55 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BU1563'WHATLEY, ABOUT 0.15 MILE NORTH OF ROAD CROSSING AND STATION SIGN AT
 BU1563'POUNCY, 120 YARDS NORTH OF NORTH END OF TRESTLE NO. 67.5, 46 FEET EAST
 BU1563'OF EAST RAIL, 4 1/2 FEET WEST OF A TRIANGULAR BLAZED 16-INCH BOX ELDER
 BU1563'TREE, 31 FEET SOUTH OF CENTER LINE OF A WOODS TRAIL LEADING EAST,
 BU1563'ACROSS TRACK FROM A POINT MIDWAY BETWEEN TELEPHONE POLES NO. 2614 AND
 BU1563'2615, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW
 BU1563'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BU1563'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1627 ***********************************************************************
 BU1627  DESIGNATION -  D 365
 BU1627  PID         -  BU1627
 BU1627  STATE/COUNTY-  AL/CLARKE
 BU1627  USGS QUAD   -  WHATLEY (1972)
 BU1627
 BU1627                         *CURRENT SURVEY CONTROL
 BU1627  ___________________________________________________________________
 BU1627* NAD 83(1986)-  31 40 37.     (N)    087 44 48.     (W)     SCALED    
 BU1627* NAVD 88     -       131.222  (meters)     430.52   (feet)  ADJUSTED  
 BU1627  ___________________________________________________________________
 BU1627  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU1627  DYNAMIC HT  -         131.062 (meters)     429.99  (feet)  COMP
 BU1627  MODELED GRAV-     979,423.7   (mgal)                       NAVD 88
 BU1627
 BU1627  VERT ORDER  -  FIRST     CLASS II
 BU1627
 BU1627.The horizontal coordinates were scaled from a topographic map and have
 BU1627.an estimated accuracy of +/- 6 seconds.
 BU1627
 BU1627.The orthometric height was determined by differential leveling
 BU1627.and adjusted by the National Geodetic Survey in June 1991..
 BU1627
 BU1627.The geoid height was determined by GEOID03.
 BU1627
 BU1627.The dynamic height is computed by dividing the NAVD 88
 BU1627.geopotential number by the normal gravity value computed on the
 BU1627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1627.degrees latitude (g = 980.6199 gals.).
 BU1627
 BU1627.The modeled gravity was interpolated from observed gravity values.
 BU1627
 BU1627;                    North         East    Units  Estimated Accuracy
 BU1627;SPC AL W     -   185,930.      576,610.      MT  (+/- 180 meters Scaled)
 BU1627
 BU1627                          SUPERSEDED SURVEY CONTROL
 BU1627
 BU1627  NGVD 29 (??/??/92)  131.192  (m)          430.42   (f) ADJ UNCH    1 2
 BU1627
 BU1627.Superseded values are not recommended for survey control.
 BU1627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1627.See file dsdata.txt to determine how the superseded data were derived.
 BU1627
 BU1627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA292048(NAD 83)
 BU1627_MARKER: DB = BENCH MARK DISK
 BU1627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1627_STAMPING: D 365 1951
 BU1627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1627+STABILITY: SURFACE MOTION
 BU1627
 BU1627  HISTORY     - Date     Condition        Report By
 BU1627  HISTORY     - 1951     MONUMENTED       CGS
 BU1627
 BU1627                          STATION DESCRIPTION
 BU1627
 BU1627'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1627'3.35 MI NW FROM WHATLEY.
 BU1627'3.35 MILES WEST AND NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE OVERPASS
 BU1627'OVER SOUTHERN RAILWAY AT WHATLEY, ABOUT 2.3 MILES SOUTHEAST OF
 BU1627'JUNCTION OF U.S. HIGHWAY 43 AT GROVE HILL, 59 FEET SOUTH OF CENTER
 BU1627'LINE OF HIGHWAY, 1 FOOT NORTH OF A FENCE LINE, 5 FEET SOUTHWEST OF
 BU1627'TELEPHONE POLE NO. 105, 73 FEET SOUTHWEST OF CENTER OF JUNCTION OF A
 BU1627'GRAVEL ROAD LEADING NORTHWEST, 62 FEET EAST OF CENTER LINE OF A TRAIL
 BU1627'LEADING SOUTH TO A GRAVEL PIT, ABOUT 4 FEET BELOW LEVEL OF HIGHWAY AND
 BU1627'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0104 ***********************************************************************
 BV0104  DESIGNATION -  D 366
 BV0104  PID         -  BV0104
 BV0104  STATE/COUNTY-  AL/WASHINGTON
 BV0104  USGS QUAD   -  MC INTOSH (1982)
 BV0104
 BV0104                         *CURRENT SURVEY CONTROL
 BV0104  ___________________________________________________________________
 BV0104* NAD 83(1986)-  31 17 11.     (N)    088 00 29.     (W)     SCALED    
 BV0104* NAVD 88     -        12.404  (meters)      40.70   (feet)  ADJUSTED  
 BV0104  ___________________________________________________________________
 BV0104  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 BV0104  DYNAMIC HT  -          12.389 (meters)      40.65  (feet)  COMP
 BV0104  MODELED GRAV-     979,400.7   (mgal)                       NAVD 88
 BV0104
 BV0104  VERT ORDER  -  FIRST     CLASS II
 BV0104
 BV0104.The horizontal coordinates were scaled from a topographic map and have
 BV0104.an estimated accuracy of +/- 6 seconds.
 BV0104
 BV0104.The orthometric height was determined by differential leveling
 BV0104.and adjusted by the National Geodetic Survey in June 1991..
 BV0104
 BV0104.The geoid height was determined by GEOID03.
 BV0104
 BV0104.The dynamic height is computed by dividing the NAVD 88
 BV0104.geopotential number by the normal gravity value computed on the
 BV0104.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0104.degrees latitude (g = 980.6199 gals.).
 BV0104
 BV0104.The modeled gravity was interpolated from observed gravity values.
 BV0104
 BV0104;                    North         East    Units  Estimated Accuracy
 BV0104;SPC AL W     -   142,720.      551,630.      MT  (+/- 180 meters Scaled)
 BV0104
 BV0104                          SUPERSEDED SURVEY CONTROL
 BV0104
 BV0104  NGVD 29 (??/??/92)   12.391  (m)           40.65   (f) ADJ UNCH    1 2
 BV0104
 BV0104.Superseded values are not recommended for survey control.
 BV0104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0104.See file dsdata.txt to determine how the superseded data were derived.
 BV0104
 BV0104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV040617(NAD 83)
 BV0104_MARKER: DB = BENCH MARK DISK
 BV0104_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0104_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0104_STAMPING: D 366 1951
 BV0104_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0104+STABILITY: SURFACE MOTION
 BV0104
 BV0104  HISTORY     - Date     Condition        Report By
 BV0104  HISTORY     - 1951     MONUMENTED       CGS
 BV0104
 BV0104                          STATION DESCRIPTION
 BV0104
 BV0104'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BV0104'2.1 MI N FROM MCINTOSH.
 BV0104'ABOUT 2.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BV0104'MCINTOSH, 49 FEET WEST OF WEST RAIL, 40 FEET WEST OF MILE POST 106, 1
 BV0104'FOOT WEST OF A FENCE  LINE, 47 FEET EAST OF A 26-INCH OAK TREE, 2 FEET
 BV0104'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2 FEET BELOW LEVEL OF
 BV0104'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0084 ***********************************************************************
 BH0084  DESIGNATION -  D 367
 BH0084  PID         -  BH0084
 BH0084  STATE/COUNTY-  AL/MOBILE
 BH0084  USGS QUAD   -  CHICKASAW (1982)
 BH0084
 BH0084                         *CURRENT SURVEY CONTROL
 BH0084  ___________________________________________________________________
 BH0084* NAD 83(1986)-  30 50 39.     (N)    088 03 40.     (W)     SCALED    
 BH0084* NAVD 88     -         6.754  (meters)      22.16   (feet)  ADJUSTED  
 BH0084  ___________________________________________________________________
 BH0084  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 BH0084  DYNAMIC HT  -           6.746 (meters)      22.13  (feet)  COMP
 BH0084  MODELED GRAV-     979,351.8   (mgal)                       NAVD 88
 BH0084
 BH0084  VERT ORDER  -  FIRST     CLASS II
 BH0084
 BH0084.The horizontal coordinates were scaled from a topographic map and have
 BH0084.an estimated accuracy of +/- 6 seconds.
 BH0084
 BH0084.The orthometric height was determined by differential leveling
 BH0084.and adjusted by the National Geodetic Survey in June 1991..
 BH0084
 BH0084.The geoid height was determined by GEOID03.
 BH0084
 BH0084.The dynamic height is computed by dividing the NAVD 88
 BH0084.geopotential number by the normal gravity value computed on the
 BH0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0084.degrees latitude (g = 980.6199 gals.).
 BH0084
 BH0084.The modeled gravity was interpolated from observed gravity values.
 BH0084
 BH0084;                    North         East    Units  Estimated Accuracy
 BH0084;SPC AL W     -    93,710.      546,330.      MT  (+/- 180 meters Scaled)
 BH0084
 BH0084                          SUPERSEDED SURVEY CONTROL
 BH0084
 BH0084  NGVD 29 (??/??/??)    6.761  (m)           22.18   (f) ADJUSTED    1 2
 BH0084
 BH0084.Superseded values are not recommended for survey control.
 BH0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0084.See file dsdata.txt to determine how the superseded data were derived.
 BH0084
 BH0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV985128(NAD 83)
 BH0084_MARKER: DB = BENCH MARK DISK
 BH0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0084_STAMPING: D 367 1951
 BH0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0084+STABILITY: SURFACE MOTION
 BH0084
 BH0084  HISTORY     - Date     Condition        Report By
 BH0084  HISTORY     - 1951     MONUMENTED       CGS
 BH0084
 BH0084                          STATION DESCRIPTION
 BH0084
 BH0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0084'3.5 MI S FROM CREOLA.
 BH0084'ABOUT 3.5 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BH0084'CREOLA, ABOUT 5.8 MILES NORTH OF STATION AT CHICKASAW, ABOUT 0.55 MILE
 BH0084'SOUTH OF FLAG STATION AT SATSUMA, AT A ROAD CROSSING, 33 1/2 FEET WEST
 BH0084'OF WEST RAIL, 59 FEET NORTHWEST OF CENTER OF CROSSING, 56 FEET EAST OF
 BH0084'CENTER LINE OF U.S. HIGHWAY 43, 67 FEET NORTH AND ACROSS ROAD FROM
 BH0084'TELEPHONE POLE NO. 293, 38 FEET NORTH OF A CROSSING WARNING SIGN, 44
 BH0084'FEET NORTHEAST OF TELEPHONE POLE NO. 99, 2 FEET EAST OF A WHITE WOODEN
 BH0084'WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 BH0084'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1602 ***********************************************************************
 BU1602  DESIGNATION -  D 368
 BU1602  PID         -  BU1602
 BU1602  STATE/COUNTY-  AL/CLARKE
 BU1602  USGS QUAD   -  JACKSON (1986)
 BU1602
 BU1602                         *CURRENT SURVEY CONTROL
 BU1602  ___________________________________________________________________
 BU1602* NAD 83(1986)-  31 31 22.     (N)    087 53 51.     (W)     SCALED    
 BU1602* NAVD 88     -        75.838  (meters)     248.81   (feet)  ADJUSTED  
 BU1602  ___________________________________________________________________
 BU1602  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BU1602  DYNAMIC HT  -          75.745 (meters)     248.51  (feet)  COMP
 BU1602  MODELED GRAV-     979,416.9   (mgal)                       NAVD 88
 BU1602
 BU1602  VERT ORDER  -  FIRST     CLASS II
 BU1602
 BU1602.The horizontal coordinates were scaled from a topographic map and have
 BU1602.an estimated accuracy of +/- 6 seconds.
 BU1602
 BU1602.The orthometric height was determined by differential leveling
 BU1602.and adjusted by the National Geodetic Survey in June 1991..
 BU1602
 BU1602.The geoid height was determined by GEOID03.
 BU1602
 BU1602.The dynamic height is computed by dividing the NAVD 88
 BU1602.geopotential number by the normal gravity value computed on the
 BU1602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1602.degrees latitude (g = 980.6199 gals.).
 BU1602
 BU1602.The modeled gravity was interpolated from observed gravity values.
 BU1602
 BU1602;                    North         East    Units  Estimated Accuracy
 BU1602;SPC AL W     -   168,880.      562,250.      MT  (+/- 180 meters Scaled)
 BU1602
 BU1602                          SUPERSEDED SURVEY CONTROL
 BU1602
 BU1602  NGVD 29 (??/??/92)   75.818  (m)          248.75   (f) ADJ UNCH    1 2
 BU1602
 BU1602.Superseded values are not recommended for survey control.
 BU1602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1602.See file dsdata.txt to determine how the superseded data were derived.
 BU1602
 BU1602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV147878(NAD 83)
 BU1602_MARKER: DB = BENCH MARK DISK
 BU1602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1602_STAMPING: D 368 1951
 BU1602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1602+STABILITY: SURFACE MOTION
 BU1602_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU1602+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 BU1602
 BU1602  HISTORY     - Date     Condition        Report By
 BU1602  HISTORY     - 1951     MONUMENTED       CGS
 BU1602  HISTORY     - 20031204 GOOD             JCLS
 BU1602
 BU1602                          STATION DESCRIPTION
 BU1602
 BU1602'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1602'IN JACKSON.
 BU1602'AT JACKSON, APPROXIMATLY 0.15 MILES NORTHWEST ALONG HIGHWAY 69 FROM
 BU1602'ITS JUNCTION WITH HIGHWAY 177, AT THE WEST ENTRANCE TO A SHOPPING
 BU1602'CENTER.  19.0 FEET NORTHEAST OF CENTERLINE STREET, 21.0 FEET SOUTHWEST
 BU1602'OF SOUTHWEST EDGE OF BUILDING, 1.5 FEET SOUTHEAST OF POWER POLE, 84
 BU1602'FEET WEST OF SOUTHWEST CORNER OF SHOPPING CENTER, IN TOP OF CONCRETE
 BU1602'POST, A STANDARD TABLET STAMPED D 368 1951.
 BU1602
 BU1602                          STATION RECOVERY (2003)
 BU1602
 BU1602'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BU1602'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2477 ***********************************************************************
 CN2477  DESIGNATION -  D 369
 CN2477  PID         -  CN2477
 CN2477  STATE/COUNTY-  AL/MARENGO
 CN2477  USGS QUAD   -  MILLER (1978)
 CN2477
 CN2477                         *CURRENT SURVEY CONTROL
 CN2477  ___________________________________________________________________
 CN2477* NAD 83(1986)-  32 13 52.     (N)    087 47 34.     (W)     SCALED    
 CN2477* NAVD 88     -        68.018  (meters)     223.16   (feet)  ADJUSTED  
 CN2477  ___________________________________________________________________
 CN2477  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CN2477  DYNAMIC HT  -          67.939 (meters)     222.90  (feet)  COMP
 CN2477  MODELED GRAV-     979,473.6   (mgal)                       NAVD 88
 CN2477
 CN2477  VERT ORDER  -  SECOND    CLASS 0
 CN2477
 CN2477.The horizontal coordinates were scaled from a topographic map and have
 CN2477.an estimated accuracy of +/- 6 seconds.
 CN2477
 CN2477.The orthometric height was determined by differential leveling
 CN2477.and adjusted by the National Geodetic Survey in June 1991..
 CN2477
 CN2477.The geoid height was determined by GEOID03.
 CN2477
 CN2477.The dynamic height is computed by dividing the NAVD 88
 CN2477.geopotential number by the normal gravity value computed on the
 CN2477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2477.degrees latitude (g = 980.6199 gals.).
 CN2477
 CN2477.The modeled gravity was interpolated from observed gravity values.
 CN2477
 CN2477;                    North         East    Units  Estimated Accuracy
 CN2477;SPC AL W     -   247,390.      572,410.      MT  (+/- 180 meters Scaled)
 CN2477
 CN2477                          SUPERSEDED SURVEY CONTROL
 CN2477
 CN2477  NGVD 29 (??/??/92)   67.983  (m)          223.04   (f) ADJ UNCH    2 0
 CN2477
 CN2477.Superseded values are not recommended for survey control.
 CN2477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2477.See file dsdata.txt to determine how the superseded data were derived.
 CN2477
 CN2477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA253663(NAD 83)
 CN2477_MARKER: DB = BENCH MARK DISK
 CN2477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2477_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2477_STAMPING: D 369 1951
 CN2477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2477+STABILITY: SURFACE MOTION
 CN2477
 CN2477  HISTORY     - Date     Condition        Report By
 CN2477  HISTORY     - 1951     MONUMENTED       CGS
 CN2477  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2477
 CN2477                          STATION DESCRIPTION
 CN2477
 CN2477'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2477'5.1 MI S FROM LINDEN.
 CN2477'ABOUT 5.1 MILES SOUTH ALONG U.S. HIGHWAY 43 FROM THE COURT HOUSE AT
 CN2477'LINDEN, ABOUT 0.35 MILE NORTH OF JUNCTION OF A BLACK TOP ROAD EAST AND
 CN2477'A LARGE WHITE CHURCH, AT THE JUNCTION OF A DRIVE WEST TO A SMALL HOUSE
 CN2477'WITH RED BRICK SIDING, 55 FEET WEST OF CENTER LINE OF HIGHWAY, 51 FEET
 CN2477'SOUTH OF CENTER LINE OF DRIVE, 2 FEET SOUTH OF A TELEPHONE POLE, 86
 CN2477'FEET NORTHWEST OF WEST END OF A 4-FOOT CONCRETE BOX CULVERT, 3 1/2
 CN2477'FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, 3 FEET
 CN2477'BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN2477'PROJECTING 4 INCHES.
 CN2477
 CN2477                          STATION RECOVERY (1974)
 CN2477
 CN2477'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2477'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0785 ***********************************************************************
 DH0785  DESIGNATION -  D 37
 DH0785  PID         -  DH0785
 DH0785  STATE/COUNTY-  AL/SHELBY
 DH0785  USGS QUAD   -  MONTEVALLO (1980)
 DH0785
 DH0785                         *CURRENT SURVEY CONTROL
 DH0785  ___________________________________________________________________
 DH0785* NAD 83(1986)-  33 05 37.     (N)    086 47 19.     (W)     SCALED    
 DH0785* NAVD 88     -       158.528  (meters)     520.10   (feet)  ADJUSTED  
 DH0785  ___________________________________________________________________
 DH0785  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH0785  DYNAMIC HT  -         158.348 (meters)     519.51  (feet)  COMP
 DH0785  MODELED GRAV-     979,503.0   (mgal)                       NAVD 88
 DH0785
 DH0785  VERT ORDER  -  SECOND    CLASS 0
 DH0785
 DH0785.The horizontal coordinates were scaled from a topographic map and have
 DH0785.an estimated accuracy of +/- 6 seconds.
 DH0785
 DH0785.The orthometric height was determined by differential leveling
 DH0785.and adjusted by the National Geodetic Survey in June 1991..
 DH0785
 DH0785.The geoid height was determined by GEOID03.
 DH0785
 DH0785.The dynamic height is computed by dividing the NAVD 88
 DH0785.geopotential number by the normal gravity value computed on the
 DH0785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0785.degrees latitude (g = 980.6199 gals.).
 DH0785
 DH0785.The modeled gravity was interpolated from observed gravity values.
 DH0785
 DH0785;                    North         East    Units  Estimated Accuracy
 DH0785;SPC AL W     -   343,220.      666,410.      MT  (+/- 180 meters Scaled)
 DH0785
 DH0785                          SUPERSEDED SURVEY CONTROL
 DH0785
 DH0785  NGVD 29 (??/??/92)  158.473  (m)          519.92   (f) ADJ UNCH    2 0
 DH0785
 DH0785.Superseded values are not recommended for survey control.
 DH0785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0785.See file dsdata.txt to determine how the superseded data were derived.
 DH0785
 DH0785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB197616(NAD 83)
 DH0785_MARKER: DB = BENCH MARK DISK
 DH0785_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0785_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0785_STAMPING: D 37--1934
 DH0785_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0785+STABILITY: SURFACE MOTION
 DH0785
 DH0785  HISTORY     - Date     Condition        Report By
 DH0785  HISTORY     - 1934     MONUMENTED       CGS
 DH0785  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0785
 DH0785                          STATION DESCRIPTION
 DH0785
 DH0785'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0785'2.2 MI W FROM CALERA.
 DH0785'2.2 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION  AT CALERA,
 DH0785'SHELBY COUNTY, 1.1 MILES EAST OF THE STATION AT NEWALA, 0.2 MILE WEST
 DH0785'OF MILEPOST 133, AT A ROAD CROSSING, 95 FEET SOUTHWEST OF THE
 DH0785'SOUTHWEST CORNER OF A SECTION-FOREMAN HOUSE, 39 FEET WEST OF THE
 DH0785'CENTERLINE OF THE ROAD, AND 25.3 FEET SOUTH OF THE SOUTH RAIL.  A
 DH0785'STANDARD DISK, STAMPED D 37 1934 AND SET IN THE TOP OF A CONCRETE POST
 DH0785'PROJECTING 4 INCHES ABOVE GROUND.
 DH0785
 DH0785                          STATION RECOVERY (1975)
 DH0785
 DH0785'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0785'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2500 ***********************************************************************
 CN2500  DESIGNATION -  D 370
 CN2500  PID         -  CN2500
 CN2500  STATE/COUNTY-  AL/MARENGO
 CN2500  USGS QUAD   -  SURGINER (1978)
 CN2500
 CN2500                         *CURRENT SURVEY CONTROL
 CN2500  ___________________________________________________________________
 CN2500* NAD 83(1986)-  32 07 12.     (N)    087 41 48.     (W)     SCALED    
 CN2500* NAVD 88     -        60.101  (meters)     197.18   (feet)  ADJUSTED  
 CN2500  ___________________________________________________________________
 CN2500  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CN2500  DYNAMIC HT  -          60.030 (meters)     196.95  (feet)  COMP
 CN2500  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 CN2500
 CN2500  VERT ORDER  -  SECOND    CLASS 0
 CN2500
 CN2500.The horizontal coordinates were scaled from a topographic map and have
 CN2500.an estimated accuracy of +/- 6 seconds.
 CN2500
 CN2500.The orthometric height was determined by differential leveling
 CN2500.and adjusted by the National Geodetic Survey in June 1991..
 CN2500
 CN2500.The geoid height was determined by GEOID03.
 CN2500
 CN2500.The dynamic height is computed by dividing the NAVD 88
 CN2500.geopotential number by the normal gravity value computed on the
 CN2500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2500.degrees latitude (g = 980.6199 gals.).
 CN2500
 CN2500.The modeled gravity was interpolated from observed gravity values.
 CN2500
 CN2500;                    North         East    Units  Estimated Accuracy
 CN2500;SPC AL W     -   235,050.      581,440.      MT  (+/- 180 meters Scaled)
 CN2500
 CN2500                          SUPERSEDED SURVEY CONTROL
 CN2500
 CN2500  NGVD 29 (??/??/92)   60.066  (m)          197.07   (f) ADJ UNCH    2 0
 CN2500
 CN2500.Superseded values are not recommended for survey control.
 CN2500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2500.See file dsdata.txt to determine how the superseded data were derived.
 CN2500
 CN2500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA342539(NAD 83)
 CN2500_MARKER: DB = BENCH MARK DISK
 CN2500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2500_STAMPING: D 370 1951
 CN2500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2500+STABILITY: SURFACE MOTION
 CN2500
 CN2500  HISTORY     - Date     Condition        Report By
 CN2500  HISTORY     - 1951     MONUMENTED       CGS
 CN2500
 CN2500                          STATION DESCRIPTION
 CN2500
 CN2500'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2500'1.05 MI W FROM MAGNOLIA.
 CN2500'ABOUT 1.05 MILES WEST ALONG A BLACK TOP ROAD FROM THE CROSSING OF THE
 CN2500'ST. LOUIS-SAN FRANCISCO RAILWAY AT MAGNOLIA, ABOUT 0.45 MILE WEST OF A
 CN2500'GRAVEL CROSSROAD, ABOUT 0.2 MILE WEST OF A 60-FOOT CONCRETE BRIDGE, ON
 CN2500'THE OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTHEAST AND
 CN2500'NORTHWEST, AT A POINT WHERE POWER LINE CROSSES ROAD, 58 FEET SOUTH OF
 CN2500'CENTER LINE OF ROAD, 1 1/2 FEET NORTH OF FIRST POWER POLE THAT IS
 CN2500'SOUTH OF ROAD, ABOUT 6 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF
 CN2500'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2471 ***********************************************************************
 CN2471  DESIGNATION -  D 371
 CN2471  PID         -  CN2471
 CN2471  STATE/COUNTY-  AL/MARENGO
 CN2471  USGS QUAD   -  MILLER (1978)
 CN2471
 CN2471                         *CURRENT SURVEY CONTROL
 CN2471  ___________________________________________________________________
 CN2471* NAD 83(1986)-  32 09 14.     (N)    087 48 49.     (W)     SCALED    
 CN2471* NAVD 88     -        58.207  (meters)     190.97   (feet)  ADJUSTED  
 CN2471  ___________________________________________________________________
 CN2471  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CN2471  DYNAMIC HT  -          58.139 (meters)     190.74  (feet)  COMP
 CN2471  MODELED GRAV-     979,467.2   (mgal)                       NAVD 88
 CN2471
 CN2471  VERT ORDER  -  SECOND    CLASS 0
 CN2471
 CN2471.The horizontal coordinates were scaled from a topographic map and have
 CN2471.an estimated accuracy of +/- 6 seconds.
 CN2471
 CN2471.The orthometric height was determined by differential leveling
 CN2471.and adjusted by the National Geodetic Survey in June 1991..
 CN2471
 CN2471.The geoid height was determined by GEOID03.
 CN2471
 CN2471.The dynamic height is computed by dividing the NAVD 88
 CN2471.geopotential number by the normal gravity value computed on the
 CN2471.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2471.degrees latitude (g = 980.6199 gals.).
 CN2471
 CN2471.The modeled gravity was interpolated from observed gravity values.
 CN2471
 CN2471;                    North         East    Units  Estimated Accuracy
 CN2471;SPC AL W     -   238,830.      570,420.      MT  (+/- 180 meters Scaled)
 CN2471
 CN2471                          SUPERSEDED SURVEY CONTROL
 CN2471
 CN2471  NGVD 29 (??/??/92)   58.179  (m)          190.88   (f) ADJ UNCH    2 0
 CN2471
 CN2471.Superseded values are not recommended for survey control.
 CN2471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2471.See file dsdata.txt to determine how the superseded data were derived.
 CN2471
 CN2471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA232577(NAD 83)
 CN2471_MARKER: DB = BENCH MARK DISK
 CN2471_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2471_SP_SET: CONCRETE SLAB
 CN2471_STAMPING: D 371 1951
 CN2471_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2471
 CN2471  HISTORY     - Date     Condition        Report By
 CN2471  HISTORY     - 1951     MONUMENTED       CGS
 CN2471
 CN2471                          STATION DESCRIPTION
 CN2471
 CN2471'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2471'6.15 MI NW FROM WAYNE.
 CN2471'ABOUT 3.65 MILES NORTH ALONG U.S. HIGHWAY 43 FROM THE ROAD JUNCTION AT
 CN2471'WAYNE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 CN2471'ABOUT 1.6 MILES SOUTHWEST ALONG A GRADED FARM ROAD, ABOUT 50 YARDS
 CN2471'WEST OF END OF GRADED ROAD, SET IN THE TOP OF THE SOUTH CORNER OF THE
 CN2471'SOUTHWEST ONE OF TWO 12 BY 4 FOOT CONCRETE SLABS, 99 FEET WEST OF
 CN2471'NORTH CORNER OF A CATTLE PEN, 39 FEET SOUTHWEST OF A FENCE LINE AND
 CN2471'ABOUT 2 FEET ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2362 ***********************************************************************
 CN2362  DESIGNATION -  D 372
 CN2362  PID         -  CN2362
 CN2362  STATE/COUNTY-  AL/MARENGO
 CN2362  USGS QUAD   -  THOMASTON WEST (1986)
 CN2362
 CN2362                         *CURRENT SURVEY CONTROL
 CN2362  ___________________________________________________________________
 CN2362* NAD 83(1986)-  32 15 57.     (N)    087 39 17.     (W)     SCALED    
 CN2362* NAVD 88     -        52.495  (meters)     172.23   (feet)  ADJUSTED  
 CN2362  ___________________________________________________________________
 CN2362  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CN2362  DYNAMIC HT  -          52.433 (meters)     172.02  (feet)  COMP
 CN2362  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 CN2362
 CN2362  VERT ORDER  -  SECOND    CLASS 0
 CN2362
 CN2362.The horizontal coordinates were scaled from a topographic map and have
 CN2362.an estimated accuracy of +/- 6 seconds.
 CN2362
 CN2362.The orthometric height was determined by differential leveling
 CN2362.and adjusted by the National Geodetic Survey in June 1991..
 CN2362
 CN2362.The geoid height was determined by GEOID03.
 CN2362
 CN2362.The dynamic height is computed by dividing the NAVD 88
 CN2362.geopotential number by the normal gravity value computed on the
 CN2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2362.degrees latitude (g = 980.6199 gals.).
 CN2362
 CN2362.The modeled gravity was interpolated from observed gravity values.
 CN2362
 CN2362;                    North         East    Units  Estimated Accuracy
 CN2362;SPC AL W     -   251,210.      585,420.      MT  (+/- 180 meters Scaled)
 CN2362
 CN2362                          SUPERSEDED SURVEY CONTROL
 CN2362
 CN2362  NGVD 29 (??/??/92)   52.457  (m)          172.10   (f) ADJ UNCH    2 0
 CN2362
 CN2362.Superseded values are not recommended for survey control.
 CN2362.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2362.See file dsdata.txt to determine how the superseded data were derived.
 CN2362
 CN2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA383700(NAD 83)
 CN2362_MARKER: DB = BENCH MARK DISK
 CN2362_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2362_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2362_STAMPING: D 372 1951
 CN2362_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2362+STABILITY: SURFACE MOTION
 CN2362
 CN2362  HISTORY     - Date     Condition        Report By
 CN2362  HISTORY     - 1951     MONUMENTED       CGS
 CN2362
 CN2362                          STATION DESCRIPTION
 CN2362
 CN2362'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2362'1.7 MI W FROM THOMASTON.
 CN2362'ABOUT 1.7 MILES WEST ALONG STATE HIGHWAY 28 FROM THE INTERSECTION OF
 CN2362'STATE HIGHWAY 99 AT THOMASTON, ABOUT 0.3 MILE EAST OF A 75-FOOT WOODEN
 CN2362'BRIDGE, 59 FEET NORTH OF CENTER LINE OF HIGHWAY, 160 FEET EAST OF
 CN2362'NORTH END OF A 24-INCH PIPE CULVERT, 20 1/2 FEET EAST OF A 4-INCH IRON
 CN2362'PIPE (ABANDONED SIGN POST) WHICH IS IN A FENCE LINE, 4 FEET NORTH OF A
 CN2362'POWER POLE, 1 FOOT SOUTH OF A FENCE LINE, ABOUT LEVEL WITH HIGHWAY AND
 CN2362'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2515 ***********************************************************************
 CN2515  DESIGNATION -  D 373
 CN2515  PID         -  CN2515
 CN2515  STATE/COUNTY-  AL/MARENGO
 CN2515  USGS QUAD   -  SURGINER (1978)
 CN2515
 CN2515                         *CURRENT SURVEY CONTROL
 CN2515  ___________________________________________________________________
 CN2515* NAD 83(1986)-  32 03 51.     (N)    087 39 23.     (W)     SCALED    
 CN2515* NAVD 88     -        43.127  (meters)     141.49   (feet)  ADJUSTED  
 CN2515  ___________________________________________________________________
 CN2515  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CN2515  DYNAMIC HT  -          43.076 (meters)     141.33  (feet)  COMP
 CN2515  MODELED GRAV-     979,457.9   (mgal)                       NAVD 88
 CN2515
 CN2515  VERT ORDER  -  SECOND    CLASS 0
 CN2515
 CN2515.The horizontal coordinates were scaled from a topographic map and have
 CN2515.an estimated accuracy of +/- 6 seconds.
 CN2515
 CN2515.The orthometric height was determined by differential leveling
 CN2515.and adjusted by the National Geodetic Survey in June 1991..
 CN2515
 CN2515.The geoid height was determined by GEOID03.
 CN2515
 CN2515.The dynamic height is computed by dividing the NAVD 88
 CN2515.geopotential number by the normal gravity value computed on the
 CN2515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2515.degrees latitude (g = 980.6199 gals.).
 CN2515
 CN2515.The modeled gravity was interpolated from observed gravity values.
 CN2515
 CN2515;                    North         East    Units  Estimated Accuracy
 CN2515;SPC AL W     -   228,850.      585,230.      MT  (+/- 180 meters Scaled)
 CN2515
 CN2515                          SUPERSEDED SURVEY CONTROL
 CN2515
 CN2515  NGVD 29 (??/??/92)   43.092  (m)          141.38   (f) ADJ UNCH    2 0
 CN2515
 CN2515.Superseded values are not recommended for survey control.
 CN2515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2515.See file dsdata.txt to determine how the superseded data were derived.
 CN2515
 CN2515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA380477(NAD 83)
 CN2515_MARKER: DB = BENCH MARK DISK
 CN2515_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2515_SP_SET: CULVERT
 CN2515_STAMPING: D 373 1951
 CN2515_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2515
 CN2515  HISTORY     - Date     Condition        Report By
 CN2515  HISTORY     - 1951     MONUMENTED       CGS
 CN2515
 CN2515                          STATION DESCRIPTION
 CN2515
 CN2515'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2515'1.95 MI N FROM VINELAND.
 CN2515'ABOUT 1.95 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE JUNCTION OF
 CN2515'STATE HIGHWAY 10 AT VINELAND, ABOUT 0.55 MILE NORTH OF A 250-FOOT
 CN2515'CONCRETE BRIDGE OVER BAPTIZING CREEK, ABOUT 0.1 MILE SOUTH OF A DIM
 CN2515'CROSSROAD, IN THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A
 CN2515'30-FOOT CONCRETE CULVERT WITH PARTITION, 18 FEET WEST OF CENTER LINE
 CN2515'OF HIGHWAY, 1 FOOT NORTH OF SOUTH END OF HEAD WALL AND ABOUT 1 FOOT
 CN2515'BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2340 ***********************************************************************
 CN2340  DESIGNATION -  D 374
 CN2340  PID         -  CN2340
 CN2340  STATE/COUNTY-  AL/MARENGO
 CN2340  USGS QUAD   -  THOMASTON WEST (1986)
 CN2340
 CN2340                         *CURRENT SURVEY CONTROL
 CN2340  ___________________________________________________________________
 CN2340* NAD 83(1986)-  32 18 33.     (N)    087 37 42.     (W)     SCALED    
 CN2340* NAVD 88     -        54.944  (meters)     180.26   (feet)  ADJUSTED  
 CN2340  ___________________________________________________________________
 CN2340  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CN2340  DYNAMIC HT  -          54.881 (meters)     180.06  (feet)  COMP
 CN2340  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 CN2340
 CN2340  VERT ORDER  -  SECOND    CLASS 0
 CN2340
 CN2340.The horizontal coordinates were scaled from a topographic map and have
 CN2340.an estimated accuracy of +/- 6 seconds.
 CN2340
 CN2340.The orthometric height was determined by differential leveling
 CN2340.and adjusted by the National Geodetic Survey in June 1991..
 CN2340
 CN2340.The geoid height was determined by GEOID03.
 CN2340
 CN2340.The dynamic height is computed by dividing the NAVD 88
 CN2340.geopotential number by the normal gravity value computed on the
 CN2340.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2340.degrees latitude (g = 980.6199 gals.).
 CN2340
 CN2340.The modeled gravity was interpolated from observed gravity values.
 CN2340
 CN2340;                    North         East    Units  Estimated Accuracy
 CN2340;SPC AL W     -   256,010.      587,920.      MT  (+/- 180 meters Scaled)
 CN2340
 CN2340                          SUPERSEDED SURVEY CONTROL
 CN2340
 CN2340  NGVD 29 (??/??/92)   54.905  (m)          180.13   (f) ADJ UNCH    2 0
 CN2340
 CN2340.Superseded values are not recommended for survey control.
 CN2340.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2340.See file dsdata.txt to determine how the superseded data were derived.
 CN2340
 CN2340_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA408748(NAD 83)
 CN2340_MARKER: DB = BENCH MARK DISK
 CN2340_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2340_SP_SET: CULVERT
 CN2340_STAMPING: D 374 1951
 CN2340_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2340
 CN2340  HISTORY     - Date     Condition        Report By
 CN2340  HISTORY     - 1951     MONUMENTED       CGS
 CN2340
 CN2340                          STATION DESCRIPTION
 CN2340
 CN2340'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2340'2.9 MI N FROM THOMASTON.
 CN2340'ABOUT 2.9 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE INTERSECTION OF
 CN2340'STATE HIGHWAY 28 AT THOMASTON, ABOUT 0.6 MILE NORTH OF A CHURCH, ABOUT
 CN2340'0.75 MILE SOUTH OF THE SOUTH ONE OF TWO CONCRETE BRIDGES, ABOUT 100
 CN2340'YARDS SOUTH OF A CURVE WITH TANGENTS EXTENDING SOUTH AND NORTHWEST, IN
 CN2340'THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 10-FOOT CONCRETE
 CN2340'BOX CULVERT, 18 FEET EAST OF CENTER LINE OF HIGHWAY AND ABOUT 1 FOOT
 CN2340'BELOW LEVEL OF HIGHWAY.  NOTE-- MARK MAY BE REACHED FROM THE POST
 CN2340'OFFICE AT DAYTON, MARENGO COUNTY, BY GOING ABOUT 2.9 MILES SOUTH ALONG
 CN2340'STATE HIGHWAY 99.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2307 ***********************************************************************
 CN2307  DESIGNATION -  D 375
 CN2307  PID         -  CN2307
 CN2307  STATE/COUNTY-  AL/MARENGO
 CN2307  USGS QUAD   -  OLD SPRING HILL (1970)
 CN2307
 CN2307                         *CURRENT SURVEY CONTROL
 CN2307  ___________________________________________________________________
 CN2307* NAD 83(1986)-  32 26 29.     (N)    087 46 29.     (W)     SCALED    
 CN2307* NAVD 88     -        94.999  (meters)     311.68   (feet)  ADJUSTED  
 CN2307  ___________________________________________________________________
 CN2307  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CN2307  DYNAMIC HT  -          94.889 (meters)     311.31  (feet)  COMP
 CN2307  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 CN2307
 CN2307  VERT ORDER  -  SECOND    CLASS 0
 CN2307
 CN2307.The horizontal coordinates were scaled from a topographic map and have
 CN2307.an estimated accuracy of +/- 6 seconds.
 CN2307
 CN2307.The orthometric height was determined by differential leveling
 CN2307.and adjusted by the National Geodetic Survey in June 1991..
 CN2307
 CN2307.The geoid height was determined by GEOID03.
 CN2307
 CN2307.The dynamic height is computed by dividing the NAVD 88
 CN2307.geopotential number by the normal gravity value computed on the
 CN2307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2307.degrees latitude (g = 980.6199 gals.).
 CN2307
 CN2307.The modeled gravity was interpolated from observed gravity values.
 CN2307
 CN2307;                    North         East    Units  Estimated Accuracy
 CN2307;SPC AL W     -   270,700.      574,170.      MT  (+/- 180 meters Scaled)
 CN2307
 CN2307                          SUPERSEDED SURVEY CONTROL
 CN2307
 CN2307  NGVD 29 (??/??/92)   94.964  (m)          311.56   (f) ADJ UNCH    2 0
 CN2307
 CN2307.Superseded values are not recommended for survey control.
 CN2307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2307.See file dsdata.txt to determine how the superseded data were derived.
 CN2307
 CN2307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA271896(NAD 83)
 CN2307_MARKER: DB = BENCH MARK DISK
 CN2307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2307_STAMPING: D 375 1951
 CN2307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2307+STABILITY: SURFACE MOTION
 CN2307
 CN2307  HISTORY     - Date     Condition        Report By
 CN2307  HISTORY     - 1951     MONUMENTED       CGS
 CN2307
 CN2307                          STATION DESCRIPTION
 CN2307
 CN2307'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2307'0.25 MI N FROM SPRING HILL.
 CN2307'ABOUT 0.25 MILE NORTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION AT
 CN2307'SPRING HILL, AT THE NORTH EDGE OF TOWN, ON THE INSIDE AND AT THE NORTH
 CN2307'END OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, ABOUT 123
 CN2307'YARDS SOUTH OF THE JUNCTION OF A DRIVE EAST TO A CHURCH AND SCHOOL, 28
 CN2307'FEET EAST OF CENTER LINE OF ROAD, 90 FEET NORTH OF THE EXTENDED CENTER
 CN2307'LINE OF A DRIVE WEST TO A HOUSE, 19 FEET SOUTH OF A FENCE CORNER, 1
 CN2307'FOOT WEST OF A FENCE LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF
 CN2307'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2336 ***********************************************************************
 CN2336  DESIGNATION -  D 376
 CN2336  PID         -  CN2336
 CN2336  STATE/COUNTY-  AL/MARENGO
 CN2336  USGS QUAD   -  THOMASTON WEST (1986)
 CN2336
 CN2336                         *CURRENT SURVEY CONTROL
 CN2336  ___________________________________________________________________
 CN2336* NAD 83(1986)-  32 21 18.     (N)    087 38 27.     (W)     SCALED    
 CN2336* NAVD 88     -        75.947  (meters)     249.17   (feet)  ADJUSTED  
 CN2336  ___________________________________________________________________
 CN2336  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CN2336  DYNAMIC HT  -          75.859 (meters)     248.88  (feet)  COMP
 CN2336  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 CN2336
 CN2336  VERT ORDER  -  SECOND    CLASS 0
 CN2336
 CN2336.The horizontal coordinates were scaled from a topographic map and have
 CN2336.an estimated accuracy of +/- 6 seconds.
 CN2336
 CN2336.The orthometric height was determined by differential leveling
 CN2336.and adjusted by the National Geodetic Survey in June 1991..
 CN2336
 CN2336.The geoid height was determined by GEOID03.
 CN2336
 CN2336.The dynamic height is computed by dividing the NAVD 88
 CN2336.geopotential number by the normal gravity value computed on the
 CN2336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2336.degrees latitude (g = 980.6199 gals.).
 CN2336
 CN2336.The modeled gravity was interpolated from observed gravity values.
 CN2336
 CN2336;                    North         East    Units  Estimated Accuracy
 CN2336;SPC AL W     -   261,100.      586,750.      MT  (+/- 180 meters Scaled)
 CN2336
 CN2336                          SUPERSEDED SURVEY CONTROL
 CN2336
 CN2336  NGVD 29 (??/??/92)   75.906  (m)          249.03   (f) ADJ UNCH    2 0
 CN2336
 CN2336.Superseded values are not recommended for survey control.
 CN2336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2336.See file dsdata.txt to determine how the superseded data were derived.
 CN2336
 CN2336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA397799(NAD 83)
 CN2336_MARKER: DB = BENCH MARK DISK
 CN2336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2336_STAMPING: D 376 1952
 CN2336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2336+STABILITY: SURFACE MOTION
 CN2336
 CN2336  HISTORY     - Date     Condition        Report By
 CN2336  HISTORY     - 1952     MONUMENTED       CGS
 CN2336
 CN2336                          STATION DESCRIPTION
 CN2336
 CN2336'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2336'0.3 MI N FROM DAYTON.
 CN2336'ABOUT 0.3 MILE NORTH ALONG STATE HIGHWAY 99 FROM THE POST OFFICE AT
 CN2336'DAYTON, AT THE JUNCTION OF A ROAD EAST AND AT THE SOUTHWEST CORNER OF
 CN2336'A WHITE PICKET FENCE AROUND A LARGE TWO-STORY WHITE FRAME HOUSE, 49
 CN2336'FEET EAST AND ACROSS DRIVE TO HOUSE FROM CENTER LINE OF HIGHWAY, 10
 CN2336'FEET EAST OF CENTER LINE OF DRIVE, 194 FEET NORTH OF CENTER LINE OF
 CN2336'ROAD EAST, 32 FEET SOUTHWEST OF A 30-INCH FORKED MAGNOLIA TREE, 2 1/2
 CN2336'FEET EAST OF FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET EAST
 CN2336'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF HIGHWAY
 CN2336'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0705 ***********************************************************************
 CM0705  DESIGNATION -  D 378
 CM0705  PID         -  CM0705
 CM0705  STATE/COUNTY-  AL/LEE
 CM0705  USGS QUAD   -  BLEECKER (1973)
 CM0705
 CM0705                         *CURRENT SURVEY CONTROL
 CM0705  ___________________________________________________________________
 CM0705* NAD 83(1986)-  32 30 45.     (N)    085 11 55.     (W)     SCALED    
 CM0705* NAVD 88     -       128.721  (meters)     422.31   (feet)  ADJUSTED  
 CM0705  ___________________________________________________________________
 CM0705  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CM0705  DYNAMIC HT  -         128.572 (meters)     421.82  (feet)  COMP
 CM0705  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 CM0705
 CM0705  VERT ORDER  -  SECOND    CLASS 0
 CM0705
 CM0705.The horizontal coordinates were scaled from a topographic map and have
 CM0705.an estimated accuracy of +/- 6 seconds.
 CM0705
 CM0705.The orthometric height was determined by differential leveling
 CM0705.and adjusted by the National Geodetic Survey in June 1991..
 CM0705
 CM0705.The geoid height was determined by GEOID03.
 CM0705
 CM0705.The dynamic height is computed by dividing the NAVD 88
 CM0705.geopotential number by the normal gravity value computed on the
 CM0705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0705.degrees latitude (g = 980.6199 gals.).
 CM0705
 CM0705.The modeled gravity was interpolated from observed gravity values.
 CM0705
 CM0705;                    North         East    Units  Estimated Accuracy
 CM0705;SPC AL E     -   223,310.      259,640.      MT  (+/- 180 meters Scaled)
 CM0705
 CM0705                          SUPERSEDED SURVEY CONTROL
 CM0705
 CM0705  NGVD 29 (??/??/92)  128.714  (m)          422.29   (f) ADJ UNCH    2 0
 CM0705
 CM0705.Superseded values are not recommended for survey control.
 CM0705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0705.See file dsdata.txt to determine how the superseded data were derived.
 CM0705
 CM0705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA692986(NAD 83)
 CM0705_MARKER: DB = BENCH MARK DISK
 CM0705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0705_STAMPING: D 378 1952
 CM0705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0705+STABILITY: SURFACE MOTION
 CM0705
 CM0705  HISTORY     - Date     Condition        Report By
 CM0705  HISTORY     - 1952     MONUMENTED       CGS
 CM0705
 CM0705                          STATION DESCRIPTION
 CM0705
 CM0705'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0705'1.5 MI W FROM J C MEADOWS CROSSROAD.
 CM0705'ABOUT 1.5 MILES WEST ALONG A BLACK TOP ROAD FROM CROSSROAD AT
 CM0705'J.C. MEADOWS CROSSROAD, ABOUT 0.8 MILE WEST OF A 95-FOOT CONCRETE
 CM0705'AND STEEL BRIDGE OVER LITTLE UCHEE CREEK, ABOUT 0.35 MILE EAST
 CM0705'OF A 30-FOOT CONCRETE BRIDGE, AT THE JUNCTION OF A GRAVEL ROAD
 CM0705'NORTH, 54 FEET SOUTH OF CENTER LINE OF ROAD, ABOUT IN LINE WITH
 CM0705'THE EXTENDED CENTER LINE OF ROAD NORTH, 1 FOOT NORTH OF A FENCE
 CM0705'LINE, ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 CM0705'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1064 ***********************************************************************
 EE1064  DESIGNATION -  D 38
 EE1064  PID         -  EE1064
 EE1064  STATE/COUNTY-  AL/CHEROKEE
 EE1064  USGS QUAD   -  CEDAR BLUFF (1986)
 EE1064
 EE1064                         *CURRENT SURVEY CONTROL
 EE1064  ___________________________________________________________________
 EE1064* NAD 83(1986)-  34 13 17.     (N)    085 35 54.     (W)     SCALED    
 EE1064* NAVD 88     -       183.503  (meters)     602.04   (feet)  ADJUSTED  
 EE1064  ___________________________________________________________________
 EE1064  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE1064  DYNAMIC HT  -         183.315 (meters)     601.43  (feet)  COMP
 EE1064  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 EE1064
 EE1064  VERT ORDER  -  SECOND    CLASS 0
 EE1064
 EE1064.The horizontal coordinates were scaled from a topographic map and have
 EE1064.an estimated accuracy of +/- 6 seconds.
 EE1064
 EE1064.The orthometric height was determined by differential leveling
 EE1064.and adjusted by the National Geodetic Survey in June 1991..
 EE1064
 EE1064.The geoid height was determined by GEOID03.
 EE1064
 EE1064.The dynamic height is computed by dividing the NAVD 88
 EE1064.geopotential number by the normal gravity value computed on the
 EE1064.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1064.degrees latitude (g = 980.6199 gals.).
 EE1064
 EE1064.The modeled gravity was interpolated from observed gravity values.
 EE1064
 EE1064;                    North         East    Units  Estimated Accuracy
 EE1064;SPC AL E     -   412,690.      221,650.      MT  (+/- 180 meters Scaled)
 EE1064
 EE1064                          SUPERSEDED SURVEY CONTROL
 EE1064
 EE1064  NGVD 29 (??/??/92)  183.466  (m)          601.92   (f) ADJ UNCH    2 0
 EE1064
 EE1064.Superseded values are not recommended for survey control.
 EE1064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1064.See file dsdata.txt to determine how the superseded data were derived.
 EE1064
 EE1064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC291875(NAD 83)
 EE1064_MARKER: DB = BENCH MARK DISK
 EE1064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1064_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1064_STAMPING: D 38 1934
 EE1064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1064+STABILITY: SURFACE MOTION
 EE1064
 EE1064  HISTORY     - Date     Condition        Report By
 EE1064  HISTORY     - 1934     MONUMENTED       CGS
 EE1064  HISTORY     - 1947     GOOD             NGS
 EE1064
 EE1064                          STATION DESCRIPTION
 EE1064
 EE1064'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE1064'AT CEDAR BLUFF.
 EE1064'AT CEDAR BLUFF, NEAR THE EAST CITY LIMITS, ABOUT 0.4 MILE EAST ALONG
 EE1064'THE SOUTHERN RAILWAY FROM THE STATION, ABOUT 2 POLES WEST OF THE
 EE1064'GULF REFINING COMPANY BULK PLANT STORAGE TANKS, IN THE SOUTHEAST
 EE1064'ANGLE OF A DIM ROAD CROSSING, 28.7 FEET SOUTH OF THE SOUTH RAIL,
 EE1064'20 FEET EAST OF THE CENTER LINE OF THE DIM ROAD, 14.3 FEET
 EE1064'EAST OF THE WEST CORNER OF THE FENCE AROUND THE STORAGE TANKS,
 EE1064'45 FEET NORTH OF THE CENTER LINE OF STATE HIGHWAY 23, 2 FEET
 EE1064'NORTH OF THE FENCE LINE, 1.5 FEET EAST OF A WHITE WOODEN WITNESS
 EE1064'POST, ABOUT LEVEL WITH THE CROSSING, AND SET IN THE TOP OF A
 EE1064'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE CROSSING, AND
 EE1064'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0970 ***********************************************************************
 CM0970  DESIGNATION -  D 380
 CM0970  PID         -  CM0970
 CM0970  STATE/COUNTY-  AL/RUSSELL
 CM0970  USGS QUAD   -  SEALE (1984)
 CM0970
 CM0970                         *CURRENT SURVEY CONTROL
 CM0970  ___________________________________________________________________
 CM0970* NAD 83(1986)-  32 22 02.     (N)    085 11 10.     (W)     SCALED    
 CM0970* NAVD 88     -       125.026  (meters)     410.19   (feet)  ADJUSTED  
 CM0970  ___________________________________________________________________
 CM0970  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 CM0970  DYNAMIC HT  -         124.882 (meters)     409.72  (feet)  COMP
 CM0970  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 CM0970
 CM0970  VERT ORDER  -  SECOND    CLASS 0
 CM0970
 CM0970.The horizontal coordinates were scaled from a topographic map and have
 CM0970.an estimated accuracy of +/- 6 seconds.
 CM0970
 CM0970.The orthometric height was determined by differential leveling
 CM0970.and adjusted by the National Geodetic Survey in June 1991..
 CM0970
 CM0970.The geoid height was determined by GEOID03.
 CM0970
 CM0970.The dynamic height is computed by dividing the NAVD 88
 CM0970.geopotential number by the normal gravity value computed on the
 CM0970.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0970.degrees latitude (g = 980.6199 gals.).
 CM0970
 CM0970.The modeled gravity was interpolated from observed gravity values.
 CM0970
 CM0970;                    North         East    Units  Estimated Accuracy
 CM0970;SPC AL E     -   207,210.      260,910.      MT  (+/- 180 meters Scaled)
 CM0970
 CM0970                          SUPERSEDED SURVEY CONTROL
 CM0970
 CM0970  NGVD 29 (??/??/92)  125.034  (m)          410.22   (f) ADJ UNCH    2 0
 CM0970
 CM0970.Superseded values are not recommended for survey control.
 CM0970.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0970.See file dsdata.txt to determine how the superseded data were derived.
 CM0970
 CM0970_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA706825(NAD 83)
 CM0970_MARKER: DB = BENCH MARK DISK
 CM0970_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0970_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0970_STAMPING: D 380 1952
 CM0970_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0970+STABILITY: SURFACE MOTION
 CM0970
 CM0970  HISTORY     - Date     Condition        Report By
 CM0970  HISTORY     - 1952     MONUMENTED       CGS
 CM0970
 CM0970                          STATION DESCRIPTION
 CM0970
 CM0970'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0970'3.6 MI NE FROM SANDFORT.
 CM0970'ABOUT 0.8 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 CM0970'AND STORE AT SANDFORT, THENCE ABOUT 2.05 MILES NORTHEAST ALONG A
 CM0970'GRAVEL ROAD, THENCE ABOUT 0.7 MILE NORTHEAST ALONG A ROAD NOW
 CM0970'UNDER CONSTRUCTION, ABOUT 0.7 MILE SOUTH OF THE SOUTH ONE OF TWO
 CM0970'BRIDGES OVER UCHEE CREEK, ON THE OUTSIDE AND AT THE NORTH END OF A
 CM0970'CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST, AT THE JUNCTION
 CM0970'OF A DIM ROAD NORTH, 53 FEET WEST OF CENTER LINE OF ROAD, 14 FEET
 CM0970'EAST OF CENTER LINE OF DIM ROAD NORTH, 198 FEET SOUTH OF THE WEST
 CM0970'END OF A 30-INCH PIPE CULVERT WITH CONCRETE HEAD WALLS, ABOUT IN
 CM0970'LINE WITH THE EXTENDED CENTER LINE OF SOUTHEAST TANGENT, 2 FEET
 CM0970'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET
 CM0970'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0742 ***********************************************************************
 BT0742  DESIGNATION -  D 383
 BT0742  PID         -  BT0742
 BT0742  STATE/COUNTY-  AL/BARBOUR
 BT0742  USGS QUAD   -  EUFAULA SOUTH (1981)
 BT0742
 BT0742                         *CURRENT SURVEY CONTROL
 BT0742  ___________________________________________________________________
 BT0742* NAD 83(1986)-  31 49 49.     (N)    085 12 33.     (W)     SCALED    
 BT0742* NAVD 88     -       105.958  (meters)     347.63   (feet)  ADJUSTED  
 BT0742  ___________________________________________________________________
 BT0742  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BT0742  DYNAMIC HT  -         105.835 (meters)     347.23  (feet)  COMP
 BT0742  MODELED GRAV-     979,470.8   (mgal)                       NAVD 88
 BT0742
 BT0742  VERT ORDER  -  SECOND    CLASS 0
 BT0742
 BT0742.The horizontal coordinates were scaled from a topographic map and have
 BT0742.an estimated accuracy of +/- 6 seconds.
 BT0742
 BT0742.The orthometric height was determined by differential leveling
 BT0742.and adjusted by the National Geodetic Survey in June 1991..
 BT0742
 BT0742.The geoid height was determined by GEOID03.
 BT0742
 BT0742.The dynamic height is computed by dividing the NAVD 88
 BT0742.geopotential number by the normal gravity value computed on the
 BT0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0742.degrees latitude (g = 980.6199 gals.).
 BT0742
 BT0742.The modeled gravity was interpolated from observed gravity values.
 BT0742
 BT0742;                    North         East    Units  Estimated Accuracy
 BT0742;SPC AL E     -   147,660.      259,090.      MT  (+/- 180 meters Scaled)
 BT0742
 BT0742                          SUPERSEDED SURVEY CONTROL
 BT0742
 BT0742  NGVD 29 (??/??/92)  106.004  (m)          347.78   (f) ADJ UNCH    2 0
 BT0742
 BT0742.Superseded values are not recommended for survey control.
 BT0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0742.See file dsdata.txt to determine how the superseded data were derived.
 BT0742
 BT0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA694230(NAD 83)
 BT0742_MARKER: DB = BENCH MARK DISK
 BT0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0742_STAMPING: D 383 1952
 BT0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0742+STABILITY: SURFACE MOTION
 BT0742
 BT0742  HISTORY     - Date     Condition        Report By
 BT0742  HISTORY     - 1952     MONUMENTED       CGS
 BT0742  HISTORY     - 1961     GOOD             NGS
 BT0742
 BT0742                          STATION DESCRIPTION
 BT0742
 BT0742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BT0742'6.7 MI NE FROM BAKERHILL.
 BT0742'LOCATED 3.8 MILES NORTHEAST ALONG STATE HIGHWAY 131 FROM THE
 BT0742'CROSSROAD AND POST OFFICE AT BAKERHILL, THENCE NORTH ALONG
 BT0742'BLACKTOP ROAD FOR 2.9 MILES TO THE MARK ON THE RIGHT, ABOUT 1.0
 BT0742'MILE SOUTHWEST OF THE BRIDGE OVER CHENEYHATCHIE RIVER, 37 FEET
 BT0742'SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, ABOUT 110 FEET SOUTHWEST
 BT0742'OF A DIM ROAD LEADING SOUTHEAST ON THE TOP OF THE GRADE, AND 1
 BT0742'FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, SET IN
 BT0742'THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0748 ***********************************************************************
 BT0748  DESIGNATION -  D 384
 BT0748  PID         -  BT0748
 BT0748  STATE/COUNTY-  AL/BARBOUR
 BT0748  USGS QUAD   -  BAKER HILL (1968)
 BT0748
 BT0748                         *CURRENT SURVEY CONTROL
 BT0748  ___________________________________________________________________
 BT0748* NAD 83(1986)-  31 47 19.     (N)    085 17 28.     (W)     SCALED    
 BT0748* NAVD 88     -       151.616  (meters)     497.43   (feet)  ADJUSTED  
 BT0748  ___________________________________________________________________
 BT0748  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BT0748  DYNAMIC HT  -         151.438 (meters)     496.84  (feet)  COMP
 BT0748  MODELED GRAV-     979,460.4   (mgal)                       NAVD 88
 BT0748
 BT0748  VERT ORDER  -  SECOND    CLASS 0
 BT0748
 BT0748.The horizontal coordinates were scaled from a topographic map and have
 BT0748.an estimated accuracy of +/- 6 seconds.
 BT0748
 BT0748.The orthometric height was determined by differential leveling
 BT0748.and adjusted by the National Geodetic Survey in June 1991..
 BT0748
 BT0748.The geoid height was determined by GEOID03.
 BT0748
 BT0748.The dynamic height is computed by dividing the NAVD 88
 BT0748.geopotential number by the normal gravity value computed on the
 BT0748.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0748.degrees latitude (g = 980.6199 gals.).
 BT0748
 BT0748.The modeled gravity was interpolated from observed gravity values.
 BT0748
 BT0748;                    North         East    Units  Estimated Accuracy
 BT0748;SPC AL E     -   142,990.      251,350.      MT  (+/- 180 meters Scaled)
 BT0748
 BT0748                          SUPERSEDED SURVEY CONTROL
 BT0748
 BT0748  NGVD 29 (??/??/92)  151.659  (m)          497.57   (f) ADJ UNCH    2 0
 BT0748
 BT0748.Superseded values are not recommended for survey control.
 BT0748.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0748.See file dsdata.txt to determine how the superseded data were derived.
 BT0748
 BT0748_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA617182(NAD 83)
 BT0748_MARKER: DB = BENCH MARK DISK
 BT0748_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0748_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0748_STAMPING: D 384 1952
 BT0748_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0748+STABILITY: SURFACE MOTION
 BT0748
 BT0748  HISTORY     - Date     Condition        Report By
 BT0748  HISTORY     - 1952     MONUMENTED       CGS
 BT0748
 BT0748                          STATION DESCRIPTION
 BT0748
 BT0748'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0748'0.8 MI NE FROM BAKERHILL.
 BT0748'ABOUT 0.75 MILE NORTHEAST ALONG STATE HIGHWAY 131 FROM THE POST
 BT0748'OFFICE AND CROSSROADS AT BAKERHILL, ABOUT 110 YARDS NORTHEAST OF
 BT0748'THE TOP OF A GRADE, 60 FEET SOUTHEAST OF CENTER LINE OF
 BT0748'HIGHWAY, 1 FOOT NORTHEAST OF HIGHWAY R/W MARKER POST NO.
 BT0748'P.C. 41+64.41, 13 FEET NORTH OF A CROOKED 8-INCH PINE TREE,
 BT0748'2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BT0748'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0938 ***********************************************************************
 CM0938  DESIGNATION -  D 385
 CM0938  PID         -  CM0938
 CM0938  STATE/COUNTY-  AL/BARBOUR
 CM0938  USGS QUAD   -  BATESVILLE (1973)
 CM0938
 CM0938                         *CURRENT SURVEY CONTROL
 CM0938  ___________________________________________________________________
 CM0938* NAD 83(1986)-  32 01 42.     (N)    085 21 00.     (W)     SCALED    
 CM0938* NAVD 88     -        90.110  (meters)     295.64   (feet)  ADJUSTED  
 CM0938  ___________________________________________________________________
 CM0938  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CM0938  DYNAMIC HT  -          90.006 (meters)     295.29  (feet)  COMP
 CM0938  MODELED GRAV-     979,486.3   (mgal)                       NAVD 88
 CM0938
 CM0938  VERT ORDER  -  SECOND    CLASS 0
 CM0938
 CM0938.The horizontal coordinates were scaled from a topographic map and have
 CM0938.an estimated accuracy of +/- 6 seconds.
 CM0938
 CM0938.The orthometric height was determined by differential leveling
 CM0938.and adjusted by the National Geodetic Survey in June 1991..
 CM0938
 CM0938.The geoid height was determined by GEOID03.
 CM0938
 CM0938.The dynamic height is computed by dividing the NAVD 88
 CM0938.geopotential number by the normal gravity value computed on the
 CM0938.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0938.degrees latitude (g = 980.6199 gals.).
 CM0938
 CM0938.The modeled gravity was interpolated from observed gravity values.
 CM0938
 CM0938;                    North         East    Units  Estimated Accuracy
 CM0938;SPC AL E     -   169,550.      245,660.      MT  (+/- 180 meters Scaled)
 CM0938
 CM0938                          SUPERSEDED SURVEY CONTROL
 CM0938
 CM0938  NGVD 29 (??/??/92)   90.131  (m)          295.70   (f) ADJ UNCH    2 0
 CM0938
 CM0938.Superseded values are not recommended for survey control.
 CM0938.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0938.See file dsdata.txt to determine how the superseded data were derived.
 CM0938
 CM0938_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA558447(NAD 83)
 CM0938_MARKER: DB = BENCH MARK DISK
 CM0938_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0938_SP_SET: CULVERT
 CM0938_STAMPING: D 385 1952
 CM0938_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0938
 CM0938  HISTORY     - Date     Condition        Report By
 CM0938  HISTORY     - 1952     MONUMENTED       CGS
 CM0938  HISTORY     - 1972     POOR             USGS
 CM0938
 CM0938                          STATION DESCRIPTION
 CM0938
 CM0938'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0938'2.2 MI NE FROM COMER.
 CM0938'ABOUT 0.3 MILE NORTH ALONG A BLACK TOP ROAD FROM THE CENTRAL OF
 CM0938'GEORGIA RAILWAY STATION AT COMER, THENCE ABOUT 1.9 MILES EAST
 CM0938'ALONG U.S. HIGHWAY 82, ABOUT 0.1 MILE WEST OF THE TOP OF A GRADE,
 CM0938'ABOUT 0.15 MILE NORTHWEST AND ACROSS HIGHWAY FROM A SMALL LAKE,
 CM0938'30 FEET NORTH OF CENTER LINE OF HIGHWAY, SET IN THE TOP OF THE
 CM0938'EAST END OF THE NORTH HEAD WALL OF A 2-FOOT CONCRETE CULVERT WITH
 CM0938'AN 8-FOOT DEEP CONCRETE CATCH BASIN ATTACHED TO HEAD WALL AND
 CM0938'ABOUT 5 1/2 FEET BELOW LEVEL OF HIGHWAY.
 CM0938
 CM0938                          STATION RECOVERY (1972)
 CM0938
 CM0938'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CM0938'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0715 ***********************************************************************
 BT0715  DESIGNATION -  D 386
 BT0715  PID         -  BT0715
 BT0715  STATE/COUNTY-  AL/BARBOUR
 BT0715  USGS QUAD   -  WHITE OAK (1968)
 BT0715
 BT0715                         *CURRENT SURVEY CONTROL
 BT0715  ___________________________________________________________________
 BT0715* NAD 83(1986)-  31 58 17.     (N)    085 18 58.     (W)     SCALED    
 BT0715* NAVD 88     -       122.602  (meters)     402.24   (feet)  ADJUSTED  
 BT0715  ___________________________________________________________________
 BT0715  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BT0715  DYNAMIC HT  -         122.460 (meters)     401.77  (feet)  COMP
 BT0715  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 BT0715
 BT0715  VERT ORDER  -  SECOND    CLASS 0
 BT0715
 BT0715.The horizontal coordinates were scaled from a topographic map and have
 BT0715.an estimated accuracy of +/- 6 seconds.
 BT0715
 BT0715.The orthometric height was determined by differential leveling
 BT0715.and adjusted by the National Geodetic Survey in June 1991..
 BT0715
 BT0715.The geoid height was determined by GEOID03.
 BT0715
 BT0715.The dynamic height is computed by dividing the NAVD 88
 BT0715.geopotential number by the normal gravity value computed on the
 BT0715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0715.degrees latitude (g = 980.6199 gals.).
 BT0715
 BT0715.The modeled gravity was interpolated from observed gravity values.
 BT0715
 BT0715;                    North         East    Units  Estimated Accuracy
 BT0715;SPC AL E     -   163,250.      248,890.      MT  (+/- 180 meters Scaled)
 BT0715
 BT0715                          SUPERSEDED SURVEY CONTROL
 BT0715
 BT0715  NGVD 29 (??/??/92)  122.624  (m)          402.31   (f) ADJ UNCH    2 0
 BT0715
 BT0715.Superseded values are not recommended for survey control.
 BT0715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0715.See file dsdata.txt to determine how the superseded data were derived.
 BT0715
 BT0715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA591385(NAD 83)
 BT0715_MARKER: DB = BENCH MARK DISK
 BT0715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0715_STAMPING: D 386 1952
 BT0715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0715+STABILITY: SURFACE MOTION
 BT0715
 BT0715  HISTORY     - Date     Condition        Report By
 BT0715  HISTORY     - 1952     MONUMENTED       CGS
 BT0715
 BT0715                          STATION DESCRIPTION
 BT0715
 BT0715'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0715'2.8 MI S FROM BATESVILLE.
 BT0715'ABOUT 2.85 MILES SOUTH ALONG A GRADED ROAD FROM THE CENTRAL OF
 BT0715'GEORGIA RAILWAY STATION AT BATESVILLE, 41 FEET NORTHWEST OF CENTER
 BT0715'LINE OF ROAD, 89 FEET WEST OF CENTER OF JUNCTION OF A GRADED ROAD
 BT0715'LEADING SOUTHEAST, 320 FEET WEST AND ACROSS ROAD JUNCTION FROM
 BT0715'THE NORTHWEST CORNER OF PARLIER SCHOOL FOR COLORED, 12 FEET EAST
 BT0715'OF A TELEPHONE POLE WITH A GUY WIRE, ABOUT LEVEL WITH ROAD AND
 BT0715'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0997 ***********************************************************************
 CM0997  DESIGNATION -  D 387
 CM0997  PID         -  CM0997
 CM0997  STATE/COUNTY-  AL/RUSSELL
 CM0997  USGS QUAD   -  CRAWFORD (1984)
 CM0997
 CM0997                         *CURRENT SURVEY CONTROL
 CM0997  ___________________________________________________________________
 CM0997* NAD 83(1986)-  32 27 03.     (N)    085 10 46.     (W)     SCALED    
 CM0997* NAVD 88     -       133.655  (meters)     438.50   (feet)  ADJUSTED  
 CM0997  ___________________________________________________________________
 CM0997  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CM0997  DYNAMIC HT  -         133.501 (meters)     437.99  (feet)  COMP
 CM0997  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 CM0997
 CM0997  VERT ORDER  -  SECOND    CLASS 0
 CM0997
 CM0997.The horizontal coordinates were scaled from a topographic map and have
 CM0997.an estimated accuracy of +/- 6 seconds.
 CM0997
 CM0997.The orthometric height was determined by differential leveling
 CM0997.and adjusted by the National Geodetic Survey in June 1991..
 CM0997
 CM0997.The geoid height was determined by GEOID03.
 CM0997
 CM0997.The dynamic height is computed by dividing the NAVD 88
 CM0997.geopotential number by the normal gravity value computed on the
 CM0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0997.degrees latitude (g = 980.6199 gals.).
 CM0997
 CM0997.The modeled gravity was interpolated from observed gravity values.
 CM0997
 CM0997;                    North         East    Units  Estimated Accuracy
 CM0997;SPC AL E     -   216,480.      261,480.      MT  (+/- 180 meters Scaled)
 CM0997
 CM0997                          SUPERSEDED SURVEY CONTROL
 CM0997
 CM0997  NGVD 29 (??/??/92)  133.657  (m)          438.51   (f) ADJ UNCH    2 0
 CM0997
 CM0997.Superseded values are not recommended for survey control.
 CM0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0997.See file dsdata.txt to determine how the superseded data were derived.
 CM0997
 CM0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA711918(NAD 83)
 CM0997_MARKER: DB = BENCH MARK DISK
 CM0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0997_STAMPING: D 387 1952
 CM0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0997+STABILITY: SURFACE MOTION
 CM0997
 CM0997  HISTORY     - Date     Condition        Report By
 CM0997  HISTORY     - 1952     MONUMENTED       CGS
 CM0997
 CM0997                          STATION DESCRIPTION
 CM0997
 CM0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0997'0.8 MI SE FROM CRAWFORD.
 CM0997'ABOUT 0.15 MILE EAST ALONG U.S. HIGHWAY 80 FROM THE METHODIST
 CM0997'CHURCH AT CRAWFORD, THENCE ABOUT 0.6 MILE SOUTHEAST ALONG A BLACK
 CM0997'TOP ROAD, AT THE JUNCTION OF A BLACK TOP ROAD SOUTH, 63 FEET EAST
 CM0997'OF CENTER LINE OF ROAD SOUTH, 37 FEET SOUTHWEST OF CENTER LINE OF
 CM0997'ROAD SOUTHEAST, 4 1/2 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF
 CM0997'FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CM0997'FOOT BELOW LEVEL OF JUNCTION AND SET IN THE TOP OF A CONCRETE
 CM0997'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0872 ***********************************************************************
 CM0872  DESIGNATION -  D 388
 CM0872  PID         -  CM0872
 CM0872  STATE/COUNTY-  AL/RUSSELL
 CM0872  USGS QUAD   -  PITTSVIEW (1984)
 CM0872
 CM0872                         *CURRENT SURVEY CONTROL
 CM0872  ___________________________________________________________________
 CM0872* NAD 83(1986)-  32 13 02.     (N)    085 10 06.     (W)     SCALED    
 CM0872* NAVD 88     -        92.690  (meters)     304.10   (feet)  ADJUSTED  
 CM0872  ___________________________________________________________________
 CM0872  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 CM0872  DYNAMIC HT  -          92.585 (meters)     303.76  (feet)  COMP
 CM0872  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 CM0872
 CM0872  VERT ORDER  -  SECOND    CLASS 0
 CM0872
 CM0872.The horizontal coordinates were scaled from a topographic map and have
 CM0872.an estimated accuracy of +/- 6 seconds.
 CM0872
 CM0872.The orthometric height was determined by differential leveling
 CM0872.and adjusted by the National Geodetic Survey in June 1991..
 CM0872
 CM0872.The geoid height was determined by GEOID03.
 CM0872
 CM0872.The dynamic height is computed by dividing the NAVD 88
 CM0872.geopotential number by the normal gravity value computed on the
 CM0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0872.degrees latitude (g = 980.6199 gals.).
 CM0872
 CM0872.The modeled gravity was interpolated from observed gravity values.
 CM0872
 CM0872;                    North         East    Units  Estimated Accuracy
 CM0872;SPC AL E     -   190,590.      262,690.      MT  (+/- 180 meters Scaled)
 CM0872
 CM0872                          SUPERSEDED SURVEY CONTROL
 CM0872
 CM0872  NGVD 29 (??/??/92)   92.719  (m)          304.20   (f) ADJ UNCH    2 0
 CM0872
 CM0872.Superseded values are not recommended for survey control.
 CM0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0872.See file dsdata.txt to determine how the superseded data were derived.
 CM0872
 CM0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA726659(NAD 83)
 CM0872_MARKER: DB = BENCH MARK DISK
 CM0872_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0872_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0872_STAMPING: D 388 1952
 CM0872_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0872+STABILITY: SURFACE MOTION
 CM0872
 CM0872  HISTORY     - Date     Condition        Report By
 CM0872  HISTORY     - 1952     MONUMENTED       CGS
 CM0872
 CM0872                          STATION DESCRIPTION
 CM0872
 CM0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0872'2 MI N FROM PITTSVIEW.
 CM0872'ABOUT 1.95 MILES NORTH ALONG U.S. HIGHWAY 241 FROM THE CROSSING OF
 CM0872'THE SEABOARD AIR LINE RAILROAD AT PITTSVIEW, ON THE OUTSIDE AND AT
 CM0872'THE SOUTH END OF A CURVE WITH TANGENTS EXTENDING SOUTH AND
 CM0872'NORTHWEST, AT A POWER LINE CROSSING, 47 FEET EAST OF CENTER LINE
 CM0872'OF HIGHWAY, 1 1/2 FEET EAST OF FIRST POWER POLE EAST OF HIGHWAY,
 CM0872'ABOUT 1 FOOT BELOW HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE
 CM0872'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1123 ***********************************************************************
 BT1123  DESIGNATION -  D 389
 BT1123  PID         -  BT1123
 BT1123  STATE/COUNTY-  AL/HOUSTON
 BT1123  USGS QUAD   -  SAFFOLD (1981)
 BT1123
 BT1123                         *CURRENT SURVEY CONTROL
 BT1123  ___________________________________________________________________
 BT1123* NAD 83(1986)-  31 01 10.     (N)    085 03 04.     (W)     SCALED    
 BT1123* NAVD 88     -        39.426  (meters)     129.35   (feet)  ADJUSTED  
 BT1123  ___________________________________________________________________
 BT1123  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BT1123  DYNAMIC HT  -          39.376 (meters)     129.19  (feet)  COMP
 BT1123  MODELED GRAV-     979,372.1   (mgal)                       NAVD 88
 BT1123
 BT1123  VERT ORDER  -  SECOND    CLASS 0
 BT1123
 BT1123.The horizontal coordinates were scaled from a topographic map and have
 BT1123.an estimated accuracy of +/- 6 seconds.
 BT1123
 BT1123.The orthometric height was determined by differential leveling
 BT1123.and adjusted by the National Geodetic Survey in June 1991..
 BT1123
 BT1123.The geoid height was determined by GEOID03.
 BT1123
 BT1123.The dynamic height is computed by dividing the NAVD 88
 BT1123.geopotential number by the normal gravity value computed on the
 BT1123.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1123.degrees latitude (g = 980.6199 gals.).
 BT1123
 BT1123.The modeled gravity was interpolated from observed gravity values.
 BT1123
 BT1123;                    North         East    Units  Estimated Accuracy
 BT1123;SPC AL E     -    57,850.      274,690.      MT  (+/- 180 meters Scaled)
 BT1123
 BT1123                          SUPERSEDED SURVEY CONTROL
 BT1123
 BT1123  NGVD 29 (??/??/92)   39.549  (m)          129.75   (f) ADJ UNCH    2 0
 BT1123
 BT1123.Superseded values are not recommended for survey control.
 BT1123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1123.See file dsdata.txt to determine how the superseded data were derived.
 BT1123
 BT1123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV860333(NAD 83)
 BT1123_MARKER: DB = BENCH MARK DISK
 BT1123_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1123_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1123_STAMPING: D 389 1952
 BT1123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1123+STABILITY: SURFACE MOTION
 BT1123
 BT1123  HISTORY     - Date     Condition        Report By
 BT1123  HISTORY     - 1952     MONUMENTED       CGS
 BT1123
 BT1123                          STATION DESCRIPTION
 BT1123
 BT1123'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1123'9.4 MI S FROM ALAGA.
 BT1123'ABOUT 8.45 MILES SOUTH ALONG A GRADED ROAD FROM THE ATLANTIC COAST
 BT1123'LINE RAILROAD STATION AT ALAGA, TO THE ENTRANCE TO CHATTAHOOEE STATE
 BT1123'PARK, THENCE ABOUT 0.95 MILE NORTHWEST ALONG A BLACK TOP ROAD, ABOUT
 BT1123'0.6 MILE SOUTHEAST OF JUNCTION OF A GRADED ROAD LEADING WEST, ON THE
 BT1123'OUTSIDE AND AT THE NORTHWEST END OF A CURVE WITH TANGENTS EXTENDING
 BT1123'NORTHWEST AND SOUTH, 42 FEET NORTHEAST OF CENTER LINE OF ROAD, 1 1/2
 BT1123'FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 127 FEET EAST
 BT1123'AND ACROSS ROAD FROM A 60-INCH OAK TREE WHICH IS IN FRONT OF A
 BT1123'HOUSE WITH BRICK SIDING, ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET
 BT1123'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1098 ***********************************************************************
 EE1098  DESIGNATION -  D 39
 EE1098  PID         -  EE1098
 EE1098  STATE/COUNTY-  AL/CHEROKEE
 EE1098  USGS QUAD   -  ELLISVILLE (1986)
 EE1098
 EE1098                         *CURRENT SURVEY CONTROL
 EE1098  ___________________________________________________________________
 EE1098* NAD 83(1986)-  34 06 51.     (N)    085 36 26.     (W)     SCALED    
 EE1098* NAVD 88     -       190.525  (meters)     625.08   (feet)  ADJUSTED  
 EE1098  ___________________________________________________________________
 EE1098  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE1098  DYNAMIC HT  -         190.327 (meters)     624.43  (feet)  COMP
 EE1098  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 EE1098
 EE1098  VERT ORDER  -  SECOND    CLASS 0
 EE1098
 EE1098.The horizontal coordinates were scaled from a topographic map and have
 EE1098.an estimated accuracy of +/- 6 seconds.
 EE1098
 EE1098.The orthometric height was determined by differential leveling
 EE1098.and adjusted by the National Geodetic Survey in June 1991..
 EE1098
 EE1098.The geoid height was determined by GEOID03.
 EE1098
 EE1098.The dynamic height is computed by dividing the NAVD 88
 EE1098.geopotential number by the normal gravity value computed on the
 EE1098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1098.degrees latitude (g = 980.6199 gals.).
 EE1098
 EE1098.The modeled gravity was interpolated from observed gravity values.
 EE1098
 EE1098;                    North         East    Units  Estimated Accuracy
 EE1098;SPC AL E     -   400,790.      220,860.      MT  (+/- 180 meters Scaled)
 EE1098
 EE1098                          SUPERSEDED SURVEY CONTROL
 EE1098
 EE1098  NGVD 29 (??/??/92)  190.466  (m)          624.89   (f) ADJ UNCH    2 0
 EE1098
 EE1098.Superseded values are not recommended for survey control.
 EE1098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1098.See file dsdata.txt to determine how the superseded data were derived.
 EE1098
 EE1098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC284756(NAD 83)
 EE1098_MARKER: DB = BENCH MARK DISK
 EE1098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1098_STAMPING: D 39 1934
 EE1098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1098+STABILITY: SURFACE MOTION
 EE1098
 EE1098  HISTORY     - Date     Condition        Report By
 EE1098  HISTORY     - 1934     MONUMENTED       CGS
 EE1098  HISTORY     - 1959     GOOD             NGS
 EE1098
 EE1098                          STATION DESCRIPTION
 EE1098
 EE1098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EE1098'5.2 MI SE FROM CENTRE.
 EE1098'ABOUT 5.2 MILES SOUTHEASTERLY ALONG NO. 411 U.S. HIGHWAY FROM
 EE1098'COURTHOUSE IN CENTRE, ABOUT 33 YARDS SE OF THE CENTER OF AN
 EE1098'ESTIMATED 200-YARDS-LONG EASY CURVE, 78 FEET NW OF PROJECTED
 EE1098'PLANE OF A FRAME HOUSE ON NE SIDE OF HIGHWAY, ABOUT 90 YARDS
 EE1098'SE OF A 6-FOOT CONCRETE BOX CULVERT THAT IS UNDER THE HIGHWAY,
 EE1098'65 FEET NW OF THE CREST OF A RIDGE, 55 FEET SE OF A CONCRETE
 EE1098'RIGHT-OF-WAY MARKER, 36 FEET NE OF CENTER OF THE HIGHWAY 20-FOOT
 EE1098'PAVEMENT, LEVEL WITH SAME, 38 FEET NW OF NO. D 118 CREOSOTED
 EE1098'TELEPHONE AND POWER POLE, AND PROJECTING 0.3 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1090 ***********************************************************************
 BT1090  DESIGNATION -  D 390
 BT1090  PID         -  BT1090
 BT1090  STATE/COUNTY-  AL/HOUSTON
 BT1090  USGS QUAD   -  GRANGEBURG (1970)
 BT1090
 BT1090                         *CURRENT SURVEY CONTROL
 BT1090  ___________________________________________________________________
 BT1090* NAD 83(1986)-  31 06 27.     (N)    085 12 26.     (W)     SCALED    
 BT1090* NAVD 88     -        51.027  (meters)     167.41   (feet)  ADJUSTED  
 BT1090  ___________________________________________________________________
 BT1090  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BT1090  DYNAMIC HT  -          50.963 (meters)     167.20  (feet)  COMP
 BT1090  MODELED GRAV-     979,382.1   (mgal)                       NAVD 88
 BT1090
 BT1090  VERT ORDER  -  SECOND    CLASS 0
 BT1090
 BT1090.The horizontal coordinates were scaled from a topographic map and have
 BT1090.an estimated accuracy of +/- 6 seconds.
 BT1090
 BT1090.The orthometric height was determined by differential leveling
 BT1090.and adjusted by the National Geodetic Survey in June 1991..
 BT1090
 BT1090.The geoid height was determined by GEOID03.
 BT1090
 BT1090.The dynamic height is computed by dividing the NAVD 88
 BT1090.geopotential number by the normal gravity value computed on the
 BT1090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1090.degrees latitude (g = 980.6199 gals.).
 BT1090
 BT1090.The modeled gravity was interpolated from observed gravity values.
 BT1090
 BT1090;                    North         East    Units  Estimated Accuracy
 BT1090;SPC AL E     -    67,520.      259,730.      MT  (+/- 180 meters Scaled)
 BT1090
 BT1090                          SUPERSEDED SURVEY CONTROL
 BT1090
 BT1090  NGVD 29 (??/??/92)   51.136  (m)          167.77   (f) ADJ UNCH    2 0
 BT1090
 BT1090.Superseded values are not recommended for survey control.
 BT1090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1090.See file dsdata.txt to determine how the superseded data were derived.
 BT1090
 BT1090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV709428(NAD 83)
 BT1090_MARKER: DB = BENCH MARK DISK
 BT1090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1090_STAMPING: D 390 1952
 BT1090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1090+STABILITY: SURFACE MOTION
 BT1090
 BT1090  HISTORY     - Date     Condition        Report By
 BT1090  HISTORY     - 1952     MONUMENTED       CGS
 BT1090
 BT1090                          STATION DESCRIPTION
 BT1090
 BT1090'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1090'4 MI SW FROM PANSEY.
 BT1090'ABOUT 1.1 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1090'OF U.S. HIGHWAY 84 AT PANSEY, THENCE ABOUT 2.85 MILES WEST AND
 BT1090'SOUTHWEST ALONG A GRADED ROAD, ABOUT 0.85 MILE SOUTHWEST OF ROCKY
 BT1090'CREEK CHURCH AND CEMETERY, AT THE INTERSECTION OF A NORTH-SOUTH
 BT1090'BLACK TOP ROAD, 37 FEET EAST OF CENTER LINE OF BLACK TOP ROAD, 41
 BT1090'FEET NORTH OF CENTER LINE OF ROAD EAST, 56 FEET SOUTH OF THE FIRST
 BT1090'TELEPHONE POLE NORTH OF CROSSING, 10 1/2 FEET NORTH OF A FENCE
 BT1090'CORNER, 1 FOOT WEST OF A FENCE LINE, ABOUT 2 FEET BELOW LEVEL OF
 BT1090'BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BT1090'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0857 ***********************************************************************
 CM0857  DESIGNATION -  D 391
 CM0857  PID         -  CM0857
 CM0857  STATE/COUNTY-  AL/RUSSELL
 CM0857  USGS QUAD   -  HOWE (1985)
 CM0857
 CM0857                         *CURRENT SURVEY CONTROL
 CM0857  ___________________________________________________________________
 CM0857* NAD 83(1986)-  32 04 36.     (N)    085 08 34.     (W)     SCALED    
 CM0857* NAVD 88     -       101.672  (meters)     333.57   (feet)  ADJUSTED  
 CM0857  ___________________________________________________________________
 CM0857  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 CM0857  DYNAMIC HT  -         101.554 (meters)     333.18  (feet)  COMP
 CM0857  MODELED GRAV-     979,481.3   (mgal)                       NAVD 88
 CM0857
 CM0857  VERT ORDER  -  SECOND    CLASS 0
 CM0857
 CM0857.The horizontal coordinates were scaled from a topographic map and have
 CM0857.an estimated accuracy of +/- 6 seconds.
 CM0857
 CM0857.The orthometric height was determined by differential leveling
 CM0857.and adjusted by the National Geodetic Survey in June 1991..
 CM0857
 CM0857.The geoid height was determined by GEOID03.
 CM0857
 CM0857.The dynamic height is computed by dividing the NAVD 88
 CM0857.geopotential number by the normal gravity value computed on the
 CM0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0857.degrees latitude (g = 980.6199 gals.).
 CM0857
 CM0857.The modeled gravity was interpolated from observed gravity values.
 CM0857
 CM0857;                    North         East    Units  Estimated Accuracy
 CM0857;SPC AL E     -   175,010.      265,200.      MT  (+/- 180 meters Scaled)
 CM0857
 CM0857                          SUPERSEDED SURVEY CONTROL
 CM0857
 CM0857  NGVD 29 (??/??/92)  101.706  (m)          333.68   (f) ADJ UNCH    2 0
 CM0857
 CM0857.Superseded values are not recommended for survey control.
 CM0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0857.See file dsdata.txt to determine how the superseded data were derived.
 CM0857
 CM0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA752504(NAD 83)
 CM0857_MARKER: DB = BENCH MARK DISK
 CM0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0857_STAMPING: D 391 1952
 CM0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0857+STABILITY: SURFACE MOTION
 CM0857
 CM0857  HISTORY     - Date     Condition        Report By
 CM0857  HISTORY     - 1952     MONUMENTED       CGS
 CM0857  HISTORY     - 1973     POOR             USGS
 CM0857
 CM0857                          STATION DESCRIPTION
 CM0857
 CM0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0857'3.1 MI SE FROM GLENVILLE.
 CM0857'ABOUT 2.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 241 FROM THE
 CM0857'EPISCOPAL CHURCH AND A CROSSROAD IN SOUTH EDGE OF GLENVILLE,
 CM0857'THENCE ABOUT 0.3 MILE EAST ALONG A GRADED ROAD, ABOUT 0.1 MILE
 CM0857'EAST OF A 20-FOOT WOODEN BRIDGE, AT THE TOP OF A GRADE, 37 FEET
 CM0857'NORTH OF CENTER LINE OF ROAD, 15 FEET SOUTHWEST OF SOUTHWEST EDGE
 CM0857'OF A CULTIVATED FIELD, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET
 CM0857'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CM0857
 CM0857                          STATION RECOVERY (1973)
 CM0857
 CM0857'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CM0857'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0895 ***********************************************************************
 CM0895  DESIGNATION -  D 392
 CM0895  PID         -  CM0895
 CM0895  STATE/COUNTY-  AL/BARBOUR
 CM0895  USGS QUAD   -  COMER (1973)
 CM0895
 CM0895                         *CURRENT SURVEY CONTROL
 CM0895  ___________________________________________________________________
 CM0895* NAD 83(1986)-  32 05 44.     (N)    085 25 42.     (W)     SCALED    
 CM0895* NAVD 88     -       137.811  (meters)     452.13   (feet)  ADJUSTED  
 CM0895  ___________________________________________________________________
 CM0895  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CM0895  DYNAMIC HT  -         137.653 (meters)     451.62  (feet)  COMP
 CM0895  MODELED GRAV-     979,489.9   (mgal)                       NAVD 88
 CM0895
 CM0895  VERT ORDER  -  SECOND    CLASS 0
 CM0895
 CM0895.The horizontal coordinates were scaled from a topographic map and have
 CM0895.an estimated accuracy of +/- 6 seconds.
 CM0895
 CM0895.The orthometric height was determined by differential leveling
 CM0895.and adjusted by the National Geodetic Survey in June 1991..
 CM0895
 CM0895.The geoid height was determined by GEOID03.
 CM0895
 CM0895.The dynamic height is computed by dividing the NAVD 88
 CM0895.geopotential number by the normal gravity value computed on the
 CM0895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0895.degrees latitude (g = 980.6199 gals.).
 CM0895
 CM0895.The modeled gravity was interpolated from observed gravity values.
 CM0895
 CM0895;                    North         East    Units  Estimated Accuracy
 CM0895;SPC AL E     -   176,970.      238,230.      MT  (+/- 180 meters Scaled)
 CM0895
 CM0895                          SUPERSEDED SURVEY CONTROL
 CM0895
 CM0895  NGVD 29 (??/??/92)  137.820  (m)          452.16   (f) ADJ UNCH    2 0
 CM0895
 CM0895.Superseded values are not recommended for survey control.
 CM0895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0895.See file dsdata.txt to determine how the superseded data were derived.
 CM0895
 CM0895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA483521(NAD 83)
 CM0895_MARKER: DB = BENCH MARK DISK
 CM0895_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0895_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0895_STAMPING: D 392 1952
 CM0895_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0895+STABILITY: SURFACE MOTION
 CM0895
 CM0895  HISTORY     - Date     Condition        Report By
 CM0895  HISTORY     - 1952     MONUMENTED       CGS
 CM0895
 CM0895                          STATION DESCRIPTION
 CM0895
 CM0895'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0895'6 MI NW FROM SPRING HILL.
 CM0895'ABOUT 6.0 MILES NORTHWEST AND WEST ALONG A GRADED ROAD FROM THE
 CM0895'INTERSECTION OF A BLACK TOP ROAD AT SPRING HILL, AT THE JUNCTION OF
 CM0895'A GRAVEL ROAD LEADING SOUTH AND THE BARBOUR-BULLOCK COUNTY LINE
 CM0895'WHICH IS MARKED BY TWO GRANITE POSTS ABOUT 7 1/2 FEET TALL FLANKING
 CM0895'ROAD, 21 1/2 FEET SOUTH OF CENTER OF JUNCTION OF ROAD SOUTH, 1 FOOT
 CM0895'EAST OF EAST FACE OF GRANITE POST ON SOUTH SIDE OF ROAD(POST HAS A
 CM0895'BRONZE TABLET COMMEMERATING E. T. COMER), ABOUT LEVEL WITH ROAD
 CM0895'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0802 ***********************************************************************
 BT0802  DESIGNATION -  D 393
 BT0802  PID         -  BT0802
 BT0802  STATE/COUNTY-  AL/BARBOUR
 BT0802  USGS QUAD   -  CLAYTON NORTH (1979)
 BT0802
 BT0802                         *CURRENT SURVEY CONTROL
 BT0802  ___________________________________________________________________
 BT0802* NAD 83(1986)-  31 59 11.     (N)    085 27 57.     (W)     SCALED    
 BT0802* NAVD 88     -       109.220  (meters)     358.33   (feet)  ADJUSTED  
 BT0802  ___________________________________________________________________
 BT0802  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT0802  DYNAMIC HT  -         109.092 (meters)     357.91  (feet)  COMP
 BT0802  MODELED GRAV-     979,471.0   (mgal)                       NAVD 88
 BT0802
 BT0802  VERT ORDER  -  SECOND    CLASS 0
 BT0802
 BT0802.The horizontal coordinates were scaled from a topographic map and have
 BT0802.an estimated accuracy of +/- 6 seconds.
 BT0802
 BT0802.The orthometric height was determined by differential leveling
 BT0802.and adjusted by the National Geodetic Survey in June 1991..
 BT0802
 BT0802.The geoid height was determined by GEOID03.
 BT0802
 BT0802.The dynamic height is computed by dividing the NAVD 88
 BT0802.geopotential number by the normal gravity value computed on the
 BT0802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0802.degrees latitude (g = 980.6199 gals.).
 BT0802
 BT0802.The modeled gravity was interpolated from observed gravity values.
 BT0802
 BT0802;                    North         East    Units  Estimated Accuracy
 BT0802;SPC AL E     -   164,850.      234,730.      MT  (+/- 180 meters Scaled)
 BT0802
 BT0802                          SUPERSEDED SURVEY CONTROL
 BT0802
 BT0802  NGVD 29 (??/??/92)  109.226  (m)          358.35   (f) ADJ UNCH    2 0
 BT0802
 BT0802.Superseded values are not recommended for survey control.
 BT0802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0802.See file dsdata.txt to determine how the superseded data were derived.
 BT0802
 BT0802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA449399(NAD 83)
 BT0802_MARKER: DB = BENCH MARK DISK
 BT0802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0802_STAMPING: D 393 1952
 BT0802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0802+STABILITY: SURFACE MOTION
 BT0802
 BT0802  HISTORY     - Date     Condition        Report By
 BT0802  HISTORY     - 1952     MONUMENTED       CGS
 BT0802  HISTORY     - 1972     MARK NOT FOUND   USGS
 BT0802
 BT0802                          STATION DESCRIPTION
 BT0802
 BT0802'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0802'4 MI NE FROM MT ANDREW.
 BT0802'ABOUT 3.95 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST
 BT0802'OFFICE AND JUNCTION OF STATE HIGHWAY 51 AT MT. ANDREW, ABOUT 1.3
 BT0802'MILES SOUTHWEST OF JUNCTION OF A BLACK TOP ROAD AND MT. SCILLA
 BT0802'CHURCH, ABOUT 0.2 MILE SOUTH OF BOTTOM OF A HILL AND A 25-FOOT
 BT0802'WOODEN BRIDGE OVER A CREEK BRANCH, 54 FEET WEST OF CENTER LINE OF
 BT0802'ROAD, 31 FEET SOUTHEAST OF SOUTHEAST PORCHCORNER OF AN OLD FARM
 BT0802'HOUSE, 2 FEET NORTHWEST OF NORTHEAST CORNER OF A PICKETT FENCE
 BT0802'AROUND A GARDEN, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 BT0802'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 BT0802'PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE CENTRAL
 BT0802'OF GEORGIA RAILWAY STATION AT COMER BY GOING ABOUT 4.75 MILES
 BT0802'SOUTH ALONG A BLACK TOP ROAD, THENCE ABOUT 1.3 MILES SOUTHWEST
 BT0802'ALONG A GRADED ROAD LEADING TO MT. ANDREW.
 BT0802
 BT0802                          STATION RECOVERY (1972)
 BT0802
 BT0802'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 BT0802'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2281 ***********************************************************************
 CN2281  DESIGNATION -  D 394
 CN2281  PID         -  CN2281
 CN2281  STATE/COUNTY-  AL/WILCOX
 CN2281  USGS QUAD   -  KIMBROUGH (1978)
 CN2281
 CN2281                         *CURRENT SURVEY CONTROL
 CN2281  ___________________________________________________________________
 CN2281* NAD 83(1986)-  32 06 41.     (N)    087 34 07.     (W)     SCALED    
 CN2281* NAVD 88     -        33.457  (meters)     109.77   (feet)  ADJUSTED  
 CN2281  ___________________________________________________________________
 CN2281  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CN2281  DYNAMIC HT  -          33.418 (meters)     109.64  (feet)  COMP
 CN2281  MODELED GRAV-     979,463.7   (mgal)                       NAVD 88
 CN2281
 CN2281  VERT ORDER  -  SECOND    CLASS 0
 CN2281
 CN2281.The horizontal coordinates were scaled from a topographic map and have
 CN2281.an estimated accuracy of +/- 6 seconds.
 CN2281
 CN2281.The orthometric height was determined by differential leveling
 CN2281.and adjusted by the National Geodetic Survey in June 1991..
 CN2281
 CN2281.The geoid height was determined by GEOID03.
 CN2281
 CN2281.The dynamic height is computed by dividing the NAVD 88
 CN2281.geopotential number by the normal gravity value computed on the
 CN2281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2281.degrees latitude (g = 980.6199 gals.).
 CN2281
 CN2281.The modeled gravity was interpolated from observed gravity values.
 CN2281
 CN2281;                    North         East    Units  Estimated Accuracy
 CN2281;SPC AL W     -   234,080.      593,530.      MT  (+/- 180 meters Scaled)
 CN2281
 CN2281                          SUPERSEDED SURVEY CONTROL
 CN2281
 CN2281  NGVD 29 (??/??/92)   33.417  (m)          109.64   (f) ADJ UNCH    2 0
 CN2281
 CN2281.Superseded values are not recommended for survey control.
 CN2281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2281.See file dsdata.txt to determine how the superseded data were derived.
 CN2281
 CN2281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA463529(NAD 83)
 CN2281_MARKER: DB = BENCH MARK DISK
 CN2281_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2281_SP_SET: CULVERT
 CN2281_STAMPING: D 394 1952
 CN2281_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2281
 CN2281  HISTORY     - Date     Condition        Report By
 CN2281  HISTORY     - 1952     MONUMENTED       CGS
 CN2281
 CN2281                          STATION DESCRIPTION
 CN2281
 CN2281'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2281'0.8 MI S FROM LAMISON.
 CN2281'0.8 MILE SOUTH ALONG STATE HIGHWAY 5 FROM THE POST OFFICE AND JUNCTION
 CN2281'OF A BLACK-TOP ROAD LEADING WEST AT LAMISON, WILCOX COUNTY, AT A
 CN2281'30-FOOT SKEW CONCRETE CULVERT WITH A PARTITION, IN THE TOP OF THE
 CN2281'NORTH END OF THE EAST HEAD WALL, 18 FEET EAST OF THE CENTER LINE OF
 CN2281'THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 CN2281'DISK, STAMPED D 394 1952.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1069 ***********************************************************************
 BT1069  DESIGNATION -  D 395
 BT1069  PID         -  BT1069
 BT1069  STATE/COUNTY-  AL/HOUSTON
 BT1069  USGS QUAD   -  ASHFORD (1970)
 BT1069
 BT1069                         *CURRENT SURVEY CONTROL
 BT1069  ___________________________________________________________________
 BT1069* NAD 83(1986)-  31 12 52.     (N)    085 12 06.     (W)     SCALED    
 BT1069* NAVD 88     -        71.669  (meters)     235.13   (feet)  ADJUSTED  
 BT1069  ___________________________________________________________________
 BT1069  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BT1069  DYNAMIC HT  -          71.580 (meters)     234.84  (feet)  COMP
 BT1069  MODELED GRAV-     979,394.7   (mgal)                       NAVD 88
 BT1069
 BT1069  VERT ORDER  -  SECOND    CLASS 0
 BT1069
 BT1069.The horizontal coordinates were scaled from a topographic map and have
 BT1069.an estimated accuracy of +/- 6 seconds.
 BT1069
 BT1069.The orthometric height was determined by differential leveling
 BT1069.and adjusted by the National Geodetic Survey in June 1991..
 BT1069
 BT1069.The geoid height was determined by GEOID03.
 BT1069
 BT1069.The dynamic height is computed by dividing the NAVD 88
 BT1069.geopotential number by the normal gravity value computed on the
 BT1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1069.degrees latitude (g = 980.6199 gals.).
 BT1069
 BT1069.The modeled gravity was interpolated from observed gravity values.
 BT1069
 BT1069;                    North         East    Units  Estimated Accuracy
 BT1069;SPC AL E     -    79,380.      260,190.      MT  (+/- 180 meters Scaled)
 BT1069
 BT1069                          SUPERSEDED SURVEY CONTROL
 BT1069
 BT1069  NGVD 29 (??/??/92)   71.772  (m)          235.47   (f) ADJ UNCH    2 0
 BT1069
 BT1069.Superseded values are not recommended for survey control.
 BT1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1069.See file dsdata.txt to determine how the superseded data were derived.
 BT1069
 BT1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV713547(NAD 83)
 BT1069_MARKER: DB = BENCH MARK DISK
 BT1069_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT1069_SP_SET: CULVERT
 BT1069_STAMPING: D 395 1953
 BT1069_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1069
 BT1069  HISTORY     - Date     Condition        Report By
 BT1069  HISTORY     - 1953     MONUMENTED       CGS
 BT1069
 BT1069                          STATION DESCRIPTION
 BT1069
 BT1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1069'3.1 MI NE FROM ASHFORD.
 BT1069'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1069'OF U.S. HIGHWAY 84 AT ASHFORD, THENCE ABOUT 2.7 MILES NORTHEAST
 BT1069'ALONG A BLACK TOP ROAD, ABOUT 0.2 MILE NORTHEAST OF A NORTH-SOUTH
 BT1069'DIRT ROAD CROSSROAD, ABOUT 0.9 MILE SOUTHWEST OF OAKY GROVE
 BT1069'CHURCH AND CEMETERY, IN THE TOP OF THE NORTHEAST END OF THE
 BT1069'NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 15 FEET
 BT1069'NORTHWEST OF CENTER LINE OF ROAD, 50 YARDS NORTHEAST OF JUNCTION
 BT1069'OF A DIRT ROAD NORTHWEST AND ABOUT 1 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1043 ***********************************************************************
 BT1043  DESIGNATION -  D 397
 BT1043  PID         -  BT1043
 BT1043  STATE/COUNTY-  AL/HENRY
 BT1043  USGS QUAD   -  SIGMA (1970)
 BT1043
 BT1043                         *CURRENT SURVEY CONTROL
 BT1043  ___________________________________________________________________
 BT1043* NAD 83(1986)-  31 21 19.     (N)    085 11 59.     (W)     SCALED    
 BT1043* NAVD 88     -        81.449  (meters)     267.22   (feet)  ADJUSTED  
 BT1043  ___________________________________________________________________
 BT1043  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BT1043  DYNAMIC HT  -          81.349 (meters)     266.89  (feet)  COMP
 BT1043  MODELED GRAV-     979,415.4   (mgal)                       NAVD 88
 BT1043
 BT1043  VERT ORDER  -  SECOND    CLASS 0
 BT1043
 BT1043.The horizontal coordinates were scaled from a topographic map and have
 BT1043.an estimated accuracy of +/- 6 seconds.
 BT1043
 BT1043.The orthometric height was determined by differential leveling
 BT1043.and adjusted by the National Geodetic Survey in June 1991..
 BT1043
 BT1043.The geoid height was determined by GEOID03.
 BT1043
 BT1043.The dynamic height is computed by dividing the NAVD 88
 BT1043.geopotential number by the normal gravity value computed on the
 BT1043.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1043.degrees latitude (g = 980.6199 gals.).
 BT1043
 BT1043.The modeled gravity was interpolated from observed gravity values.
 BT1043
 BT1043;                    North         East    Units  Estimated Accuracy
 BT1043;SPC AL E     -    94,990.      260,290.      MT  (+/- 180 meters Scaled)
 BT1043
 BT1043                          SUPERSEDED SURVEY CONTROL
 BT1043
 BT1043  NGVD 29 (??/??/92)   81.527  (m)          267.48   (f) ADJ UNCH    2 0
 BT1043
 BT1043.Superseded values are not recommended for survey control.
 BT1043.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1043.See file dsdata.txt to determine how the superseded data were derived.
 BT1043
 BT1043_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV712703(NAD 83)
 BT1043_MARKER: DB = BENCH MARK DISK
 BT1043_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT1043_SP_SET: CULVERT
 BT1043_STAMPING: D 397 1953
 BT1043_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1043
 BT1043  HISTORY     - Date     Condition        Report By
 BT1043  HISTORY     - 1953     MONUMENTED       CGS
 BT1043
 BT1043                          STATION DESCRIPTION
 BT1043
 BT1043'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1043'7.6 MI NW FROM COLUMBIA.
 BT1043'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BT1043'STATE HIGHWAY 52 AT COLUMBIA, THENCE ABOUT 6.65 MILES NORTHWEST
 BT1043'ALONG A BLACK TOP ROAD LEADING TO HEADLAND, ABOUT 0.8 MILE WEST OF
 BT1043'A 100-FOOT CONCRETE BRIDGE OVER A CREEK, ABOUT 1.0 MILE EAST OF
 BT1043'HEBRON CHURCH AND CEMETERY, ABOUT 0.2 MILE WEST OF A BRICK FARM
 BT1043'HOUSE, IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A
 BT1043'3-FOOT CONCRETE CULVERT, 15 FEET SOUTH OF CENTER LINE OF ROAD AND
 BT1043'ABOUT 1/2 FOOT BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1011 ***********************************************************************
 BT1011  DESIGNATION -  D 398
 BT1011  PID         -  BT1011
 BT1011  STATE/COUNTY-  AL/HOUSTON
 BT1011  USGS QUAD   -  HEADLAND (1969)
 BT1011
 BT1011                         *CURRENT SURVEY CONTROL
 BT1011  ___________________________________________________________________
 BT1011* NAD 83(1986)-  31 17 18.     (N)    085 16 48.     (W)     SCALED    
 BT1011* NAVD 88     -        87.269  (meters)     286.31   (feet)  ADJUSTED  
 BT1011  ___________________________________________________________________
 BT1011  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BT1011  DYNAMIC HT  -          87.161 (meters)     285.96  (feet)  COMP
 BT1011  MODELED GRAV-     979,405.3   (mgal)                       NAVD 88
 BT1011
 BT1011  VERT ORDER  -  SECOND    CLASS 0
 BT1011
 BT1011.The horizontal coordinates were scaled from a topographic map and have
 BT1011.an estimated accuracy of +/- 6 seconds.
 BT1011
 BT1011.The orthometric height was determined by differential leveling
 BT1011.and adjusted by the National Geodetic Survey in June 1991..
 BT1011
 BT1011.The geoid height was determined by GEOID03.
 BT1011
 BT1011.The dynamic height is computed by dividing the NAVD 88
 BT1011.geopotential number by the normal gravity value computed on the
 BT1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1011.degrees latitude (g = 980.6199 gals.).
 BT1011
 BT1011.The modeled gravity was interpolated from observed gravity values.
 BT1011
 BT1011;                    North         East    Units  Estimated Accuracy
 BT1011;SPC AL E     -    87,530.      252,680.      MT  (+/- 180 meters Scaled)
 BT1011
 BT1011                          SUPERSEDED SURVEY CONTROL
 BT1011
 BT1011  NGVD 29 (??/??/92)   87.371  (m)          286.65   (f) ADJ UNCH    2 0
 BT1011
 BT1011.Superseded values are not recommended for survey control.
 BT1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1011.See file dsdata.txt to determine how the superseded data were derived.
 BT1011
 BT1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV637628(NAD 83)
 BT1011_MARKER: DB = BENCH MARK DISK
 BT1011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1011_STAMPING: D 398 1953
 BT1011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1011+STABILITY: SURFACE MOTION
 BT1011
 BT1011  HISTORY     - Date     Condition        Report By
 BT1011  HISTORY     - 1953     MONUMENTED       CGS
 BT1011
 BT1011                          STATION DESCRIPTION
 BT1011
 BT1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1011'2.4 MI N FROM WEBB.
 BT1011'ABOUT 0.2 MILE WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT1011'THE STATION AT WEBB, THENCE ABOUT 0.65 MILE NORTH ALONG A BLACK
 BT1011'TOP ROAD, THENCE ABOUT 0.5 MILE NORTH ALONG A PROMINENT GRADED
 BT1011'ROAD, THENCE ABOUT 1.05 MILES NORTH ALONG A GRADED ROAD, AT THE
 BT1011'INTERSECTION OF A NORTHEAST-SOUTHWEST BLACK TOP ROAD, 30 FEET
 BT1011'SOUTHEAST OF CENTER LINE OF BLACK TOP ROAD, 47 FEET EAST OF CENTER
 BT1011'LINE OF GRADED ROAD, 1 FOOT NORTHEAST OF R/W MARKER POST NO.
 BT1011'P C 107+35, 74 FEET NORTHEAST AND ACROSS GRADED ROAD FROM POWER
 BT1011'POLE NO. 2E 337, ABOUT LEVEL WITH BLACK TOP ROAD AND SET IN THE
 BT1011'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0998 ***********************************************************************
 BT0998  DESIGNATION -  D 399
 BT0998  PID         -  BT0998
 BT0998  STATE/COUNTY-  AL/DALE
 BT0998  USGS QUAD   -  ECHO (1979)
 BT0998
 BT0998                         *CURRENT SURVEY CONTROL
 BT0998  ___________________________________________________________________
 BT0998* NAD 83(1986)-  31 25 31.     (N)    085 29 12.     (W)     SCALED    
 BT0998* NAVD 88     -       107.714  (meters)     353.39   (feet)  ADJUSTED  
 BT0998  ___________________________________________________________________
 BT0998  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BT0998  DYNAMIC HT  -         107.583 (meters)     352.96  (feet)  COMP
 BT0998  MODELED GRAV-     979,424.3   (mgal)                       NAVD 88
 BT0998
 BT0998  VERT ORDER  -  SECOND    CLASS 0
 BT0998
 BT0998.The horizontal coordinates were scaled from a topographic map and have
 BT0998.an estimated accuracy of +/- 6 seconds.
 BT0998
 BT0998.The orthometric height was determined by differential leveling
 BT0998.and adjusted by the National Geodetic Survey in June 1991..
 BT0998
 BT0998.The geoid height was determined by GEOID03.
 BT0998
 BT0998.The dynamic height is computed by dividing the NAVD 88
 BT0998.geopotential number by the normal gravity value computed on the
 BT0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0998.degrees latitude (g = 980.6199 gals.).
 BT0998
 BT0998.The modeled gravity was interpolated from observed gravity values.
 BT0998
 BT0998;                    North         East    Units  Estimated Accuracy
 BT0998;SPC AL E     -   102,630.      232,960.      MT  (+/- 180 meters Scaled)
 BT0998
 BT0998                          SUPERSEDED SURVEY CONTROL
 BT0998
 BT0998  NGVD 29 (??/??/92)  107.767  (m)          353.57   (f) ADJ UNCH    2 0
 BT0998
 BT0998.Superseded values are not recommended for survey control.
 BT0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0998.See file dsdata.txt to determine how the superseded data were derived.
 BT0998
 BT0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV438777(NAD 83)
 BT0998_MARKER: DB = BENCH MARK DISK
 BT0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0998_STAMPING: D 399 1953
 BT0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0998+STABILITY: SURFACE MOTION
 BT0998
 BT0998  HISTORY     - Date     Condition        Report By
 BT0998  HISTORY     - 1953     MONUMENTED       CGS
 BT0998
 BT0998                          STATION DESCRIPTION
 BT0998
 BT0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0998'6.2 MI E FROM EWELL.
 BT0998'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT
 BT0998'EWELL, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A GRADED ROAD,
 BT0998'THENCE ABOUT 2.0 MILES EAST AND NORTHEAST ALONG A GRADED ROAD,
 BT0998'THENCE ABOUT 0.1 MILE NORTH ALONG A GRADED ROAD, THENCE ABOUT
 BT0998'0.4 MILE EAST ALONG A GRADED ROAD, AT MT. CARMEL METHODIST CHURCH
 BT0998'AND CEMETERY, 66 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD ON THE
 BT0998'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, 62
 BT0998'FEET WEST OF SOUTHWEST CORNER OF WOODEN CHURCH BUILDING AND ABOUT
 BT0998'IN LINE WITH EXTENDED SOUTH FACE OF BUILDING, 29 FEET
 BT0998'SOUTH-SOUTHWEST OF SOUTH ONE OF TWO 24-INCH OAK TREES, 43 FEET
 BT0998'SOUTH-SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 2 FEET EAST
 BT0998'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN
 BT0998'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0599 ***********************************************************************
 CM0599  DESIGNATION -  D 40
 CM0599  PID         -  CM0599
 CM0599  STATE/COUNTY-  AL/CHAMBERS
 CM0599  USGS QUAD   -  CUSSETA (1983)
 CM0599
 CM0599                         *CURRENT SURVEY CONTROL
 CM0599  ___________________________________________________________________
 CM0599* NAD 83(1986)-  32 45 47.     (N)    085 19 30.     (W)     SCALED    
 CM0599* NAVD 88     -       228.582  (meters)     749.94   (feet)  ADJUSTED  
 CM0599  ___________________________________________________________________
 CM0599  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CM0599  DYNAMIC HT  -         228.312 (meters)     749.05  (feet)  COMP
 CM0599  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 CM0599
 CM0599  VERT ORDER  -  SECOND    CLASS 0
 CM0599
 CM0599.The horizontal coordinates were scaled from a topographic map and have
 CM0599.an estimated accuracy of +/- 6 seconds.
 CM0599
 CM0599.The orthometric height was determined by differential leveling
 CM0599.and adjusted by the National Geodetic Survey in June 1991..
 CM0599
 CM0599.The geoid height was determined by GEOID03.
 CM0599
 CM0599.The dynamic height is computed by dividing the NAVD 88
 CM0599.geopotential number by the normal gravity value computed on the
 CM0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0599.degrees latitude (g = 980.6199 gals.).
 CM0599
 CM0599.The modeled gravity was interpolated from observed gravity values.
 CM0599
 CM0599;                    North         East    Units  Estimated Accuracy
 CM0599;SPC AL E     -   251,030.      247,630.      MT  (+/- 180 meters Scaled)
 CM0599
 CM0599                          SUPERSEDED SURVEY CONTROL
 CM0599
 CM0599  NGVD 29 (??/??/92)  228.551  (m)          749.84   (f) ADJ UNCH    2 0
 CM0599
 CM0599.Superseded values are not recommended for survey control.
 CM0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0599.See file dsdata.txt to determine how the superseded data were derived.
 CM0599
 CM0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB568262(NAD 83)
 CM0599_MARKER: DB = BENCH MARK DISK
 CM0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0599+STABILITY: SURFACE MOTION
 CM0599
 CM0599  HISTORY     - Date     Condition        Report By
 CM0599  HISTORY     - UNK      MONUMENTED       CGS
 CM0599
 CM0599                          STATION DESCRIPTION
 CM0599
 CM0599'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0599'1.9 MI SW FROM CUSSETA.
 CM0599'D-40 IS LOCATED 1.9 MILES SOUTHWEST OF THE WESTERN RAILWAY OF
 CM0599'ALABAMA STATION AT CUSSETA, 112 YARDS NORTH OF CENTERLINE OF A
 CM0599'ROAD THAT CROSSES TRACK, 104 FT. SOUTH OF SIGNAL POST A 1002, 23.6
 CM0599'FT. EAST OF EAST RAIL OF TRACK, AT NORTH END OF A RAILROAD CUT.
 CM0599'STANDARD TABLET SET IN TOP OF A CONCRETE POST 3 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0879 ***********************************************************************
 BT0879  DESIGNATION -  D 400
 BT0879  PID         -  BT0879
 BT0879  STATE/COUNTY-  AL/DALE
 BT0879  USGS QUAD   -  ECHO (1979)
 BT0879
 BT0879                         *CURRENT SURVEY CONTROL
 BT0879  ___________________________________________________________________
 BT0879* NAD 83(1986)-  31 29 50.     (N)    085 26 30.     (W)     SCALED    
 BT0879* NAVD 88     -       129.311  (meters)     424.25   (feet)  ADJUSTED  
 BT0879  ___________________________________________________________________
 BT0879  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BT0879  DYNAMIC HT  -         129.154 (meters)     423.73  (feet)  COMP
 BT0879  MODELED GRAV-     979,427.7   (mgal)                       NAVD 88
 BT0879
 BT0879  VERT ORDER  -  SECOND    CLASS 0
 BT0879
 BT0879.The horizontal coordinates were scaled from a topographic map and have
 BT0879.an estimated accuracy of +/- 6 seconds.
 BT0879
 BT0879.The orthometric height was determined by differential leveling
 BT0879.and adjusted by the National Geodetic Survey in June 1991..
 BT0879
 BT0879.The geoid height was determined by GEOID03.
 BT0879
 BT0879.The dynamic height is computed by dividing the NAVD 88
 BT0879.geopotential number by the normal gravity value computed on the
 BT0879.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0879.degrees latitude (g = 980.6199 gals.).
 BT0879
 BT0879.The modeled gravity was interpolated from observed gravity values.
 BT0879
 BT0879;                    North         East    Units  Estimated Accuracy
 BT0879;SPC AL E     -   110,620.      237,210.      MT  (+/- 180 meters Scaled)
 BT0879
 BT0879                          SUPERSEDED SURVEY CONTROL
 BT0879
 BT0879  NGVD 29 (??/??/92)  129.361  (m)          424.41   (f) ADJ UNCH    2 0
 BT0879
 BT0879.Superseded values are not recommended for survey control.
 BT0879.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0879.See file dsdata.txt to determine how the superseded data were derived.
 BT0879
 BT0879_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV479857(NAD 83)
 BT0879_MARKER: DB = BENCH MARK DISK
 BT0879_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0879_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0879_STAMPING: D 400 1953
 BT0879_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0879+STABILITY: SURFACE MOTION
 BT0879
 BT0879  HISTORY     - Date     Condition        Report By
 BT0879  HISTORY     - 1953     MONUMENTED       CGS
 BT0879
 BT0879                          STATION DESCRIPTION
 BT0879
 BT0879'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0879'2.2 MI NE FROM ECHO.
 BT0879'ABOUT 2.15 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL
 BT0879'AT ECHO, ABOUT 0.55 MILE NORTHEAST OF JUNCTION OF STATE HIGHWAY
 BT0879'105 LEADING NORTH, ABOUT 90 YARDS SOUTHEAST OF A CURVE WITH
 BT0879'TANGENTS EXTENDING SOUTHEAST AND WEST, ABOUT 120 YARDS SOUTHEAST
 BT0879'OF JUNCTION OF A DRIVE NORTHEAST TO A FARM HOUSE, 35 FEET
 BT0879'NORTHEAST OF CENTER LINE OF HIGHWAY, 33 FEET NORTHWEST OF CENTER
 BT0879'OF THE NORTHEAST END OF A 15-INCH CORRUGATED PIPE CULVERT UNDER
 BT0879'HIGHWAY, 1 FOOT SOUTHWEST OF A FENCE LINE, 2 FEET NORTHWEST OF A
 BT0879'WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET BELOW LEVEL OF
 BT0879'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0671 ***********************************************************************
 BT0671  DESIGNATION -  D 401
 BT0671  PID         -  BT0671
 BT0671  STATE/COUNTY-  AL/HENRY
 BT0671  USGS QUAD   -  ABBEVILLE WEST (1981)
 BT0671
 BT0671                         *CURRENT SURVEY CONTROL
 BT0671  ___________________________________________________________________
 BT0671* NAD 83(1986)-  31 32 22.     (N)    085 15 10.     (W)     SCALED    
 BT0671* NAVD 88     -        93.983  (meters)     308.34   (feet)  ADJUSTED  
 BT0671  ___________________________________________________________________
 BT0671  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BT0671  DYNAMIC HT  -          93.869 (meters)     307.97  (feet)  COMP
 BT0671  MODELED GRAV-     979,432.1   (mgal)                       NAVD 88
 BT0671
 BT0671  VERT ORDER  -  SECOND    CLASS 0
 BT0671
 BT0671.The horizontal coordinates were scaled from a topographic map and have
 BT0671.an estimated accuracy of +/- 6 seconds.
 BT0671
 BT0671.The orthometric height was determined by differential leveling
 BT0671.and adjusted by the National Geodetic Survey in June 1991..
 BT0671
 BT0671.The geoid height was determined by GEOID03.
 BT0671
 BT0671.The dynamic height is computed by dividing the NAVD 88
 BT0671.geopotential number by the normal gravity value computed on the
 BT0671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0671.degrees latitude (g = 980.6199 gals.).
 BT0671
 BT0671.The modeled gravity was interpolated from observed gravity values.
 BT0671
 BT0671;                    North         East    Units  Estimated Accuracy
 BT0671;SPC AL E     -   115,390.      255,130.      MT  (+/- 180 meters Scaled)
 BT0671
 BT0671                          SUPERSEDED SURVEY CONTROL
 BT0671
 BT0671  NGVD 29 (??/??/92)   94.048  (m)          308.56   (f) ADJ UNCH    2 0
 BT0671
 BT0671.Superseded values are not recommended for survey control.
 BT0671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0671.See file dsdata.txt to determine how the superseded data were derived.
 BT0671
 BT0671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV658907(NAD 83)
 BT0671_MARKER: DB = BENCH MARK DISK
 BT0671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0671_STAMPING: D 401 1953
 BT0671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0671+STABILITY: SURFACE MOTION
 BT0671
 BT0671  HISTORY     - Date     Condition        Report By
 BT0671  HISTORY     - 1953     MONUMENTED       CGS
 BT0671  HISTORY     - 1982     GOOD             NGS
 BT0671
 BT0671                          STATION DESCRIPTION
 BT0671
 BT0671'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0671'2.3 MI S FROM ABBEVILLE.
 BT0671'ABOUT 2.3 MILES SOUTH ALONG U.S. HIGHWAY 241 FROM THE COURT
 BT0671'HOUSE AT ABBEVILLE, ABOUT 0.2 MILE NORTH OF A BRIDGE OVER
 BT0671'SKIPPER CREEK, 50 FEET WEST OF CENTER LINE OF HIGHWAY, 1 FOOT
 BT0671'EAST OF A FENCE LINE, 17 FEET NORTH OF THE NORTHWEST CORNER
 BT0671'OF NORTH END OF A CONCRETE LINED DITCH, 127 FEET SOUTH OF CENTER
 BT0671'OF A GATE IN FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 BT0671'POST, ABOUT 3 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE
 BT0671'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BT0671
 BT0671                          STATION RECOVERY (1982)
 BT0671
 BT0671'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BT0671'THE FENCE AND GATE ARE GONE AND THE MARK IS NOW IS FRONT LAWN OF
 BT0671'LARGE BRICK HOME. NO WITNESS POST WAS SET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0678 ***********************************************************************
 BT0678  DESIGNATION -  D 402
 BT0678  PID         -  BT0678
 BT0678  STATE/COUNTY-  AL/HENRY
 BT0678  USGS QUAD   -  ABBEVILLE EAST (1979)
 BT0678
 BT0678                         *CURRENT SURVEY CONTROL
 BT0678  ___________________________________________________________________
 BT0678* NAD 83(1986)-  31 33 37.     (N)    085 07 59.     (W)     SCALED    
 BT0678* NAVD 88     -        95.105  (meters)     312.02   (feet)  ADJUSTED  
 BT0678  ___________________________________________________________________
 BT0678  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BT0678  DYNAMIC HT  -          94.991 (meters)     311.65  (feet)  COMP
 BT0678  MODELED GRAV-     979,433.4   (mgal)                       NAVD 88
 BT0678
 BT0678  VERT ORDER  -  SECOND    CLASS 0
 BT0678
 BT0678.The horizontal coordinates were scaled from a topographic map and have
 BT0678.an estimated accuracy of +/- 6 seconds.
 BT0678
 BT0678.The orthometric height was determined by differential leveling
 BT0678.and adjusted by the National Geodetic Survey in June 1991..
 BT0678
 BT0678.The geoid height was determined by GEOID03.
 BT0678
 BT0678.The dynamic height is computed by dividing the NAVD 88
 BT0678.geopotential number by the normal gravity value computed on the
 BT0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0678.degrees latitude (g = 980.6199 gals.).
 BT0678
 BT0678.The modeled gravity was interpolated from observed gravity values.
 BT0678
 BT0678;                    North         East    Units  Estimated Accuracy
 BT0678;SPC AL E     -   117,760.      266,480.      MT  (+/- 180 meters Scaled)
 BT0678
 BT0678                          SUPERSEDED SURVEY CONTROL
 BT0678
 BT0678  NGVD 29 (??/??/92)   95.182  (m)          312.28   (f) ADJ UNCH    2 0
 BT0678
 BT0678.Superseded values are not recommended for survey control.
 BT0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0678.See file dsdata.txt to determine how the superseded data were derived.
 BT0678
 BT0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV771932(NAD 83)
 BT0678_MARKER: DB = BENCH MARK DISK
 BT0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0678_STAMPING: D 402 1953
 BT0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0678+STABILITY: SURFACE MOTION
 BT0678
 BT0678  HISTORY     - Date     Condition        Report By
 BT0678  HISTORY     - 1953     MONUMENTED       CGS
 BT0678
 BT0678                          STATION DESCRIPTION
 BT0678
 BT0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0678'2.2 MI W FROM SHORTERVILLE.
 BT0678'ABOUT 2.15 MILES WEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 BT0678'OF A BLACK TOP ROAD LEADING SOUTHWEST AT SHORTERVILLE, ABOUT 1.05
 BT0678'MILE EAST OF A BRIDGE OVER MOUNTAIN CREEK, ABOUT 0.9 MILE WEST OF
 BT0678'A BRIDGE OVER PETERMAN CREEK, ABOUT 0.45 MILE NORTHEAST OF
 BT0678'THE TOP OF A GRADE AND A CROSSROAD, 60 FEET NORTHWEST OF CENTER
 BT0678'LINE OF HIGHWAY, 110 YARDS SOUTHWEST OF A 6-FOOT SKEW CONCRETE
 BT0678'CULVERT, ABOUT 150 YARDS SOUTHWEST OF THE BOTTOM OF GRADES,
 BT0678'2 FEET SOUTHEAST OF A FENCE LINE, 2 1/2 FEET SOUTHWEST OF R/W
 BT0678'MARKER POST NO. P.T. 370+90.0, ABOUT 5 FEET BELOW LEVEL OF HIGHWAY
 BT0678'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0985 ***********************************************************************
 BT0985  DESIGNATION -  D 403
 BT0985  PID         -  BT0985
 BT0985  STATE/COUNTY-  AL/HENRY
 BT0985  USGS QUAD   -  COLUMBIA (1981)
 BT0985
 BT0985                         *CURRENT SURVEY CONTROL
 BT0985  ___________________________________________________________________
 BT0985* NAD 83(1986)-  31 22 20.     (N)    085 06 13.     (W)     SCALED    
 BT0985* NAVD 88     -        48.495  (meters)     159.10   (feet)  ADJUSTED  
 BT0985  ___________________________________________________________________
 BT0985  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 BT0985  DYNAMIC HT  -          48.436 (meters)     158.91  (feet)  COMP
 BT0985  MODELED GRAV-     979,413.8   (mgal)                       NAVD 88
 BT0985
 BT0985  VERT ORDER  -  SECOND    CLASS 0
 BT0985
 BT0985.The horizontal coordinates were scaled from a topographic map and have
 BT0985.an estimated accuracy of +/- 6 seconds.
 BT0985
 BT0985.The orthometric height was determined by differential leveling
 BT0985.and adjusted by the National Geodetic Survey in June 1991..
 BT0985
 BT0985.The geoid height was determined by GEOID03.
 BT0985
 BT0985.The dynamic height is computed by dividing the NAVD 88
 BT0985.geopotential number by the normal gravity value computed on the
 BT0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0985.degrees latitude (g = 980.6199 gals.).
 BT0985
 BT0985.The modeled gravity was interpolated from observed gravity values.
 BT0985
 BT0985;                    North         East    Units  Estimated Accuracy
 BT0985;SPC AL E     -    96,930.      269,420.      MT  (+/- 180 meters Scaled)
 BT0985
 BT0985                          SUPERSEDED SURVEY CONTROL
 BT0985
 BT0985  NGVD 29 (??/??/92)   48.572  (m)          159.36   (f) ADJ UNCH    2 0
 BT0985
 BT0985.Superseded values are not recommended for survey control.
 BT0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0985.See file dsdata.txt to determine how the superseded data were derived.
 BT0985
 BT0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV803724(NAD 83)
 BT0985_MARKER: DB = BENCH MARK DISK
 BT0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0985_STAMPING: D 403 1953
 BT0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0985+STABILITY: SURFACE MOTION
 BT0985
 BT0985  HISTORY     - Date     Condition        Report By
 BT0985  HISTORY     - 1953     MONUMENTED       CGS
 BT0985
 BT0985                          STATION DESCRIPTION
 BT0985
 BT0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0985'4 MI SE FROM HALEBURG.
 BT0985'ABOUT 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE SCHOOL
 BT0985'AT HALEBURG, THENCE ABOUT 0.55 MILE EAST AND 0.4 MILE NORTH ALONG
 BT0985'A GRADED ROAD, ABOUT 0.85 MILE SOUTH OF HAYDEN MEMORIAL HOSPITAL,
 BT0985'55 FEET WEST OF CENTER LINE OF ROAD, 212 FEET NORTH-NORTHWEST OF
 BT0985'NORTHWEST CORNER OF A 30-FOOT WOODEN BRIDGE OVER A SMALL CREEK,
 BT0985'81 FEET NORTHWEST OF CENTER OF JUNCTION OF ROAD AND A DIM WOODS
 BT0985'ROAD WEST, 61 FEET NORTH OF CENTER LINE OF ROAD WEST, 14 FEET EAST
 BT0985'OF A TRIANGULAR BLAZED 16-INCH OAK TREE, 1 1/2 FEET SOUTHEAST OF A
 BT0985'WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF ROAD
 BT0985'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0139 ***********************************************************************
 BH0139  DESIGNATION -  D 405
 BH0139  PID         -  BH0139
 BH0139  STATE/COUNTY-  AL/MOBILE
 BH0139  USGS QUAD   -  THEODORE (1982)
 BH0139
 BH0139                         *CURRENT SURVEY CONTROL
 BH0139  ___________________________________________________________________
 BH0139* NAD 83(1986)-  30 30 53.     (N)    088 10 13.     (W)     SCALED    
 BH0139* NAVD 88     -        15.054  (meters)      49.39   (feet)  ADJUSTED  
 BH0139  ___________________________________________________________________
 BH0139  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 BH0139  DYNAMIC HT  -          15.034 (meters)      49.32  (feet)  COMP
 BH0139  MODELED GRAV-     979,324.6   (mgal)                       NAVD 88
 BH0139
 BH0139  VERT ORDER  -  FIRST     CLASS II
 BH0139
 BH0139.The horizontal coordinates were scaled from a topographic map and have
 BH0139.an estimated accuracy of +/- 6 seconds.
 BH0139
 BH0139.The orthometric height was determined by differential leveling
 BH0139.and adjusted by the National Geodetic Survey in June 1991..
 BH0139
 BH0139.The geoid height was determined by GEOID03.
 BH0139
 BH0139.The dynamic height is computed by dividing the NAVD 88
 BH0139.geopotential number by the normal gravity value computed on the
 BH0139.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0139.degrees latitude (g = 980.6199 gals.).
 BH0139
 BH0139.The modeled gravity was interpolated from observed gravity values.
 BH0139
 BH0139;                    North         East    Units  Estimated Accuracy
 BH0139;SPC AL W     -    57,250.      535,670.      MT  (+/- 180 meters Scaled)
 BH0139
 BH0139                          SUPERSEDED SURVEY CONTROL
 BH0139
 BH0139  NGVD 29 (06/24/99)   15.011  (m)           49.25   (f) ADJUSTED    1 2
 BH0139
 BH0139.Superseded values are not recommended for survey control.
 BH0139.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0139.See file dsdata.txt to determine how the superseded data were derived.
 BH0139
 BH0139_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU877764(NAD 83)
 BH0139_MARKER: DB = BENCH MARK DISK
 BH0139_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0139_SP_SET: CULVERT
 BH0139_STAMPING: D 405 1955
 BH0139_MARK LOGO: CGS   
 BH0139_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0139
 BH0139  HISTORY     - Date     Condition        Report By
 BH0139  HISTORY     - 1955     MONUMENTED       CGS
 BH0139  HISTORY     - 1971     GOOD             NGS
 BH0139  HISTORY     - 1984     GOOD             NGS
 BH0139
 BH0139                          STATION DESCRIPTION
 BH0139
 BH0139'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0139'2.1 MI S FROM THEODORE.
 BH0139'ABOUT 2.1 MILES SOUTH ALONG A PAVED ROAD FROM THE FIRST BAPTIST CHURCH
 BH0139'AT THEODORE, ABOUT 0.85 MILE NORTH OF A CROSSROAD, IN THE TOP OF THE
 BH0139'SOUTH END OF THE WEST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, 16
 BH0139'FEET WEST OF CENTER LINE OF ROAD, 75 FEET SOUTH-SOUTHEAST OF SOUTHEAST
 BH0139'CORNER OF A BARN AND ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD.
 BH0139
 BH0139                          STATION RECOVERY (1971)
 BH0139
 BH0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0139'RECOVERED IN GOOD CONDITION.
 BH0139
 BH0139                          STATION RECOVERY (1984)
 BH0139
 BH0139'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH0139'RECOVERED IN GOOD CONDITION.  NOTE, THE BARN HAS BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0151 ***********************************************************************
 BH0151  DESIGNATION -  D 406
 BH0151  PID         -  BH0151
 BH0151  STATE/COUNTY-  AL/MOBILE
 BH0151  USGS QUAD   -  MOBILE (1982)
 BH0151
 BH0151                         *CURRENT SURVEY CONTROL
 BH0151  ___________________________________________________________________
 BH0151* NAD 83(1986)-  30 40 32.     (N)    088 05 13.     (W)     SCALED    
 BH0151* NAVD 88     -         9.80   (+/-2cm)      32.2    (feet)  VERTCON   
 BH0151  ___________________________________________________________________
 BH0151  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BH0151
 BH0151  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0151
 BH0151.The horizontal coordinates were scaled from a topographic map and have
 BH0151.an estimated accuracy of +/- 6 seconds.
 BH0151
 BH0151.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0151.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0151.The vertical order pertains to the NGVD 29 superseded value.
 BH0151
 BH0151.The geoid height was determined by GEOID03.
 BH0151
 BH0151;                    North         East    Units  Estimated Accuracy
 BH0151;SPC AL W     -    75,030.      543,760.      MT  (+/- 180 meters Scaled)
 BH0151
 BH0151                          SUPERSEDED SURVEY CONTROL
 BH0151
 BH0151  NGVD 29 (??/??/??)    9.770  (m)           32.05   (f) ADJUSTED    1 2
 BH0151
 BH0151.Superseded values are not recommended for survey control.
 BH0151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0151.See file dsdata.txt to determine how the superseded data were derived.
 BH0151
 BH0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU958941(NAD 83)
 BH0151_MARKER: DB = BENCH MARK DISK
 BH0151_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0151_SP_SET: BUILDING
 BH0151_STAMPING: D 406 1955
 BH0151_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0151_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0151+SATELLITE: SATELLITE OBSERVATIONS - March 12, 2005
 BH0151
 BH0151  HISTORY     - Date     Condition        Report By
 BH0151  HISTORY     - 1955     MONUMENTED       CGS
 BH0151  HISTORY     - 20050312 GOOD             USPSQD
 BH0151
 BH0151                          STATION DESCRIPTION
 BH0151
 BH0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0151'IN MOBILE.
 BH0151'AT MOBILE, ABOUT 2.35 MILES WEST AND NORTHWEST ALONG THE GULF, MOBILE
 BH0151'AND OHIO RAILROAD FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE
 BH0151'RAILROAD (CROSSING IN SOUTH PART OF TOWN), ABOUT 84 YARDS SOUTHEAST OF
 BH0151'CROSSING OF GOVERNMENT STREET, ABOUT 55 YARDS SOUTHEAST OF CROSSING OF
 BH0151'FULTON ROAD, SET VERTICALLY IN THE SOUTHWEST BRICK WALL OF ALBRIGHT
 BH0151'AND WOOD DRUG STORE PORTION OF A SUBURBAN SHOPPING CENTER, 48 FEET
 BH0151'NORTHEAST OF NORTHEAST RAIL, 0.8 FOOT NORTHWEST OF SOUTH CORNER OF
 BH0151'BUILDING AND BELOW THE BURGULAR ALARM AND 1.8 FEET ABOVE LEVEL OF
 BH0151'SURFACED APRON AROUND BUILDING.
 BH0151
 BH0151                          STATION RECOVERY (2005)
 BH0151
 BH0151'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 BH0151'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1476 ***********************************************************************
 BH1476  DESIGNATION -  D 407
 BH1476  PID         -  BH1476
 BH1476  STATE/COUNTY-  AL/MOBILE
 BH1476  USGS QUAD   -  MOBILE (1982)
 BH1476
 BH1476                         *CURRENT SURVEY CONTROL
 BH1476  ___________________________________________________________________
 BH1476* NAD 83(1986)-  30 41 35.     (N)    088 01 51.     (W)     SCALED    
 BH1476* NAVD 88     -         2.536  (meters)       8.32   (feet)  ADJUSTED  
 BH1476  ___________________________________________________________________
 BH1476  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH1476  DYNAMIC HT  -           2.533 (meters)       8.31  (feet)  COMP
 BH1476  MODELED GRAV-     979,343.3   (mgal)                       NAVD 88
 BH1476
 BH1476  VERT ORDER  -  FIRST     CLASS I
 BH1476
 BH1476.The horizontal coordinates were scaled from a topographic map and have
 BH1476.an estimated accuracy of +/- 6 seconds.
 BH1476
 BH1476.The orthometric height was determined by differential leveling
 BH1476.and adjusted by the National Geodetic Survey in June 1991..
 BH1476
 BH1476.The geoid height was determined by GEOID03.
 BH1476
 BH1476.The dynamic height is computed by dividing the NAVD 88
 BH1476.geopotential number by the normal gravity value computed on the
 BH1476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1476.degrees latitude (g = 980.6199 gals.).
 BH1476
 BH1476.The modeled gravity was interpolated from observed gravity values.
 BH1476
 BH1476;                    North         East    Units  Estimated Accuracy
 BH1476;SPC AL W     -    76,950.      549,150.      MT  (+/- 180 meters Scaled)
 BH1476
 BH1476                          SUPERSEDED SURVEY CONTROL
 BH1476
 BH1476  NGVD 29 (??/??/??)    2.493  (m)            8.18   (f) ADJUSTED    1 1
 BH1476
 BH1476.Superseded values are not recommended for survey control.
 BH1476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1476.See file dsdata.txt to determine how the superseded data were derived.
 BH1476
 BH1476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU012960(NAD 83)
 BH1476_MARKER: DD = SURVEY DISK
 BH1476_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1476_SP_SET: CONCRETE POST
 BH1476_STAMPING: D 407
 BH1476_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1476+STABILITY: SURFACE MOTION
 BH1476
 BH1476  HISTORY     - Date     Condition        Report By
 BH1476  HISTORY     - UNK      MONUMENTED       ALHD
 BH1476  HISTORY     - 1968     POOR             CGS
 BH1476
 BH1476                          STATION DESCRIPTION
 BH1476
 BH1476'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH1476'IN MOBILE.
 BH1476'AT MOBILE, ALONG THE SOUTH SIDE AND NEAR THE EAST END OF THE BANKHEAD
 BH1476'TUNNEL UNDER THE MOBILE RIVER, 50.1 FEET NORTH-NORTHWEST OF BENCH
 BH1476'MARK E 407 DESCRIBED, 21 FEET SOUTH OF THE CENTER LINE OF A DRIVEWAY
 BH1476'ALONG THE SOUTH SIDE OF THE TUNNEL, 18 1/2 FEET NORTHWEST OF POWER
 BH1476'LINE POLE 141, 1 FOOT ABOVE THE LEVEL OF THE DRIVE AND SET IN THE TOP
 BH1476'OF A CONCRETE POST PROJECTING 1.4 FEET.  NOTE:  THE MARK APPEARS TO
 BH1476'HAVE BEEN HIT AS THE POST IS LEANING SEVERAL DEGREES TO THE
 BH1476'WEST.  PROBABLY SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1402 ***********************************************************************
 BU1402  DESIGNATION -  D 408
 BU1402  PID         -  BU1402
 BU1402  STATE/COUNTY-  AL/ESCAMBIA
 BU1402  USGS QUAD   -  ATMORE (1986)
 BU1402
 BU1402                         *CURRENT SURVEY CONTROL
 BU1402  ___________________________________________________________________
 BU1402* NAD 83(1986)-  31 01 34.     (N)    087 25 54.     (W)     SCALED    
 BU1402* NAVD 88     -        86.238  (meters)     282.93   (feet)  ADJUSTED  
 BU1402  ___________________________________________________________________
 BU1402  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BU1402  DYNAMIC HT  -          86.128 (meters)     282.57  (feet)  COMP
 BU1402  MODELED GRAV-     979,364.5   (mgal)                       NAVD 88
 BU1402
 BU1402  VERT ORDER  -  FIRST     CLASS II
 BU1402
 BU1402.The horizontal coordinates were scaled from a topographic map and have
 BU1402.an estimated accuracy of +/- 6 seconds.
 BU1402
 BU1402.The orthometric height was determined by differential leveling
 BU1402.and adjusted by the National Geodetic Survey in June 1991..
 BU1402
 BU1402.The geoid height was determined by GEOID03.
 BU1402
 BU1402.The dynamic height is computed by dividing the NAVD 88
 BU1402.geopotential number by the normal gravity value computed on the
 BU1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1402.degrees latitude (g = 980.6199 gals.).
 BU1402
 BU1402.The modeled gravity was interpolated from observed gravity values.
 BU1402
 BU1402;                    North         East    Units  Estimated Accuracy
 BU1402;SPC AL W     -   113,750.      606,520.      MT  (+/- 180 meters Scaled)
 BU1402
 BU1402                          SUPERSEDED SURVEY CONTROL
 BU1402
 BU1402  NGVD 29 (??/??/92)   86.213  (m)          282.85   (f) ADJ UNCH    1 2
 BU1402
 BU1402.Superseded values are not recommended for survey control.
 BU1402.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1402.See file dsdata.txt to determine how the superseded data were derived.
 BU1402
 BU1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV588325(NAD 83)
 BU1402_MARKER: DB = BENCH MARK DISK
 BU1402_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1402_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1402_STAMPING: D 408 1955
 BU1402_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1402+STABILITY: SURFACE MOTION
 BU1402
 BU1402  HISTORY     - Date     Condition        Report By
 BU1402  HISTORY     - 1955     MONUMENTED       CGS
 BU1402
 BU1402                          STATION DESCRIPTION
 BU1402
 BU1402'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BU1402'3.65 MI E FROM ATMORE.
 BU1402'3.65 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU1402'STATION AT ATMORE, ABOUT 128 YARDS EAST OF MILE POST 618, 46 1/2 FEET
 BU1402'NORTH OF NORTH RAIL, 103 FEET NORTHWEST OF CENTER OF CROSSING OF A
 BU1402'PRIVATE ROAD LEADING TO A HOUSE ON NORTH SIDE OF TRACK, 1 FOOT SOUTH
 BU1402'OF A FENCE LINE, 8 FEET SOUTH OF TELEPHONE POLE NO. 5045 1/2 , 45 FEET
 BU1402'EAST OF THE FIRST TELEPHONE POLE WEST OF CROSSING OF THE SOUTH ONE OF
 BU1402'TWO TELEPHONE LINES, ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN THE
 BU1402'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2635 ***********************************************************************
 BG2635  DESIGNATION -  D 409
 BG2635  PID         -  BG2635
 BG2635  STATE/COUNTY-  AL/BALDWIN
 BG2635  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG2635
 BG2635                         *CURRENT SURVEY CONTROL
 BG2635  ___________________________________________________________________
 BG2635* NAD 83(1986)-  30 53 26.     (N)    087 45 29.     (W)     SCALED    
 BG2635* NAVD 88     -        72.248  (meters)     237.03   (feet)  ADJUSTED  
 BG2635  ___________________________________________________________________
 BG2635  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BG2635  DYNAMIC HT  -          72.155 (meters)     236.73  (feet)  COMP
 BG2635  MODELED GRAV-     979,353.5   (mgal)                       NAVD 88
 BG2635
 BG2635  VERT ORDER  -  FIRST     CLASS II
 BG2635
 BG2635.The horizontal coordinates were scaled from a topographic map and have
 BG2635.an estimated accuracy of +/- 6 seconds.
 BG2635
 BG2635.The orthometric height was determined by differential leveling
 BG2635.and adjusted by the National Geodetic Survey in June 1991..
 BG2635
 BG2635.The geoid height was determined by GEOID03.
 BG2635
 BG2635.The dynamic height is computed by dividing the NAVD 88
 BG2635.geopotential number by the normal gravity value computed on the
 BG2635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2635.degrees latitude (g = 980.6199 gals.).
 BG2635
 BG2635.The modeled gravity was interpolated from observed gravity values.
 BG2635
 BG2635;                    North         East    Units  Estimated Accuracy
 BG2635;SPC AL W     -    98,750.      575,330.      MT  (+/- 180 meters Scaled)
 BG2635
 BG2635                          SUPERSEDED SURVEY CONTROL
 BG2635
 BG2635  NGVD 29 (??/??/92)   72.205  (m)          236.89   (f) ADJ UNCH    1 2
 BG2635
 BG2635.Superseded values are not recommended for survey control.
 BG2635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2635.See file dsdata.txt to determine how the superseded data were derived.
 BG2635
 BG2635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV275177(NAD 83)
 BG2635_MARKER: DB = BENCH MARK DISK
 BG2635_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BG2635_SP_SET: PIER LEG
 BG2635_STAMPING: D 409 1955
 BG2635_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2635
 BG2635  HISTORY     - Date     Condition        Report By
 BG2635  HISTORY     - 1955     MONUMENTED       CGS
 BG2635  HISTORY     - 20030816 MARK NOT FOUND   USPSQD
 BG2635
 BG2635                          STATION DESCRIPTION
 BG2635
 BG2635'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG2635'1 MI NE FROM BAY MINETTE.
 BG2635'ABOUT 1.0 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 BG2635'RAILROAD FROM THE STATION AT BAY MINETTE, ABOUT 0.35 MILE
 BG2635'SOUTHWEST OF MILE POST 641, AT THE OVERPASS OF U.S. HIGHWAY
 BG2635'31 OVER THE TRACK, SET VERTICALLY IN THE NORTH FACE OF THE
 BG2635'NORTHEAST LEG OF THE FIRST PIER SOUTHEAST OF TRACK, 13 FEET
 BG2635'SOUTHEAST OF SOUTHEAST RAIL OF MAIN TRACK, AND 2.2 FEET ABOVE
 BG2635'GROUND.
 BG2635
 BG2635                          STATION RECOVERY (2003)
 BG2635
 BG2635'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2635'THE OVERPASS WAS REPLACED SUMMER OF 2003. THE MARK IS IN THE
 BG2635'CONTRACTORS OFFICE, AS PER FOREMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0604 ***********************************************************************
 CN0604  DESIGNATION -  D 42
 CN0604  PID         -  CN0604
 CN0604  STATE/COUNTY-  AL/AUTAUGA
 CN0604  USGS QUAD   -  PRATTVILLE (1981)
 CN0604
 CN0604                         *CURRENT SURVEY CONTROL
 CN0604  ___________________________________________________________________
 CN0604* NAD 83(1986)-  32 28 22.     (N)    086 29 32.     (W)     SCALED    
 CN0604* NAVD 88     -        67.378  (meters)     221.06   (feet)  ADJUSTED  
 CN0604  ___________________________________________________________________
 CN0604  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CN0604  DYNAMIC HT  -          67.301 (meters)     220.80  (feet)  COMP
 CN0604  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 CN0604
 CN0604  VERT ORDER  -  SECOND    CLASS 0
 CN0604
 CN0604.The horizontal coordinates were scaled from a topographic map and have
 CN0604.an estimated accuracy of +/- 6 seconds.
 CN0604
 CN0604.The orthometric height was determined by differential leveling
 CN0604.and adjusted by the National Geodetic Survey in June 1991..
 CN0604
 CN0604.The geoid height was determined by GEOID03.
 CN0604
 CN0604.The dynamic height is computed by dividing the NAVD 88
 CN0604.geopotential number by the normal gravity value computed on the
 CN0604.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0604.degrees latitude (g = 980.6199 gals.).
 CN0604
 CN0604.The modeled gravity was interpolated from observed gravity values.
 CN0604
 CN0604;                    North         East    Units  Estimated Accuracy
 CN0604;SPC AL W     -   274,600.      694,730.      MT  (+/- 180 meters Scaled)
 CN0604
 CN0604                          SUPERSEDED SURVEY CONTROL
 CN0604
 CN0604  NGVD 29 (??/??/92)   67.358  (m)          220.99   (f) ADJ UNCH    2 0
 CN0604
 CN0604.Superseded values are not recommended for survey control.
 CN0604.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0604.See file dsdata.txt to determine how the superseded data were derived.
 CN0604
 CN0604_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA477929(NAD 83)
 CN0604_MARKER: DB = BENCH MARK DISK
 CN0604_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0604_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0604_STAMPING: D-42 -- 1934
 CN0604_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0604+STABILITY: SURFACE MOTION
 CN0604
 CN0604  HISTORY     - Date     Condition        Report By
 CN0604  HISTORY     - 1934     MONUMENTED       CGS
 CN0604  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0604
 CN0604                          STATION DESCRIPTION
 CN0604
 CN0604'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0604'1 MI W FROM PRATTVILLE.
 CN0604'IS LOCATED 1 MILE WEST OF THE OBILE AND OHIO RAILWAY STATION AT
 CN0604'PRATTVILLE.  0.2 OF MILE WEST OF TRESTLE NO. B 166.-76.  4 TELEGRAPH
 CN0604'POLES WEST OF THE CROSSING OF A COUNTY ROAD.  35 FT. NORTH OF NORTH
 CN0604'RAIL.  33 FT. EAST OF CENTERLINE OF A FARM ROAD THAT CROSSES TRACK.
 CN0604'STANDARD TABLET SET IN TOP OF A CONCRETE POST 2 IN. HIGH.
 CN0604
 CN0604                          STATION RECOVERY (1975)
 CN0604
 CN0604'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0604'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0240 ***********************************************************************
 BU0240  DESIGNATION -  D 421
 BU0240  PID         -  BU0240
 BU0240  STATE/COUNTY-  AL/COVINGTON
 BU0240  USGS QUAD   -  FLORALA (1984)
 BU0240
 BU0240                         *CURRENT SURVEY CONTROL
 BU0240  ___________________________________________________________________
 BU0240* NAD 83(1986)-  31 03 20.     (N)    086 18 59.     (W)     SCALED    
 BU0240* NAVD 88     -        81.313  (meters)     266.77   (feet)  ADJUSTED  
 BU0240  ___________________________________________________________________
 BU0240  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 BU0240  DYNAMIC HT  -          81.212 (meters)     266.44  (feet)  COMP
 BU0240  MODELED GRAV-     979,390.1   (mgal)                       NAVD 88
 BU0240
 BU0240  VERT ORDER  -  FIRST     CLASS I
 BU0240
 BU0240.The horizontal coordinates were scaled from a topographic map and have
 BU0240.an estimated accuracy of +/- 6 seconds.
 BU0240
 BU0240.The orthometric height was determined by differential leveling
 BU0240.and adjusted by the National Geodetic Survey in June 1991..
 BU0240
 BU0240.The geoid height was determined by GEOID03.
 BU0240
 BU0240.The dynamic height is computed by dividing the NAVD 88
 BU0240.geopotential number by the normal gravity value computed on the
 BU0240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0240.degrees latitude (g = 980.6199 gals.).
 BU0240
 BU0240.The modeled gravity was interpolated from observed gravity values.
 BU0240
 BU0240;                    North         East    Units  Estimated Accuracy
 BU0240;SPC AL E     -    61,690.      153,890.      MT  (+/- 180 meters Scaled)
 BU0240
 BU0240                          SUPERSEDED SURVEY CONTROL
 BU0240
 BU0240  NGVD 29 (??/??/92)   81.349  (m)          266.89   (f) ADJ UNCH    1 1
 BU0240
 BU0240.Superseded values are not recommended for survey control.
 BU0240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0240.See file dsdata.txt to determine how the superseded data were derived.
 BU0240
 BU0240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV652359(NAD 83)
 BU0240_MARKER: DB = BENCH MARK DISK
 BU0240_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0240_SP_SET: CULVERT
 BU0240_STAMPING: D 421 1967
 BU0240_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0240
 BU0240  HISTORY     - Date     Condition        Report By
 BU0240  HISTORY     - 1967     MONUMENTED       CGS
 BU0240  HISTORY     - 1968     GOOD             NGS
 BU0240
 BU0240                          STATION DESCRIPTION
 BU0240
 BU0240'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0240'4.0 MI NE FROM LOCKHART.
 BU0240'ABOUT 4.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU0240'FROM THE CROSSING OF STATE HIGHWAY 55 AT LOCKHART, ABOUT 5 1/2 RAILS
 BU0240'NORTH OF MILEPOST 612, ABOUT 4 1/2 RAILS SOUTH OF THE CENTER OF A
 BU0240'GRADED DIRT ROAD CROSSING, SET IN THE TOP OF THE NORTH END OF THE EAST
 BU0240'HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT UNDER THE TRACK, 18 FEET
 BU0240'EAST OF THE EAST RAIL, 1 FOOT SOUTH OF THE NORTH END OF THE HEAD WALL
 BU0240'AND ABOUT 7 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0284 ***********************************************************************
 BU0284  DESIGNATION -  D 422
 BU0284  PID         -  BU0284
 BU0284  STATE/COUNTY-  AL/COVINGTON
 BU0284  USGS QUAD   -  ANDALUSIA (1986)
 BU0284
 BU0284                         *CURRENT SURVEY CONTROL
 BU0284  ___________________________________________________________________
 BU0284* NAD 83(1986)-  31 18 19.     (N)    086 23 31.     (W)     SCALED    
 BU0284* NAVD 88     -        96.921  (meters)     317.98   (feet)  ADJUSTED  
 BU0284  ___________________________________________________________________
 BU0284  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BU0284  DYNAMIC HT  -          96.802 (meters)     317.59  (feet)  COMP
 BU0284  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 BU0284
 BU0284  VERT ORDER  -  FIRST     CLASS I
 BU0284
 BU0284.This mark is at Andalusia-Opp Airport (79J)
 BU0284
 BU0284.The horizontal coordinates were scaled from a topographic map and have
 BU0284.an estimated accuracy of +/- 6 seconds.
 BU0284
 BU0284.The orthometric height was determined by differential leveling
 BU0284.and adjusted by the National Geodetic Survey in June 1991..
 BU0284
 BU0284.The geoid height was determined by GEOID03.
 BU0284
 BU0284.The dynamic height is computed by dividing the NAVD 88
 BU0284.geopotential number by the normal gravity value computed on the
 BU0284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0284.degrees latitude (g = 980.6199 gals.).
 BU0284
 BU0284.The modeled gravity was interpolated from observed gravity values.
 BU0284
 BU0284;                    North         East    Units  Estimated Accuracy
 BU0284;SPC AL E     -    89,410.      146,820.      MT  (+/- 180 meters Scaled)
 BU0284
 BU0284                          SUPERSEDED SURVEY CONTROL
 BU0284
 BU0284  NGVD 29 (??/??/92)   96.953  (m)          318.09   (f) ADJ UNCH    1 1
 BU0284
 BU0284.Superseded values are not recommended for survey control.
 BU0284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0284.See file dsdata.txt to determine how the superseded data were derived.
 BU0284
 BU0284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV578635(NAD 83)
 BU0284_MARKER: DB = BENCH MARK DISK
 BU0284_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0284_SP_SET: CONCRETE BASE
 BU0284_STAMPING: D 422 1967
 BU0284_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0284
 BU0284  HISTORY     - Date     Condition        Report By
 BU0284  HISTORY     - 1967     MONUMENTED       CGS
 BU0284  HISTORY     - 1968     GOOD             NGS
 BU0284
 BU0284                          STATION DESCRIPTION
 BU0284
 BU0284'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0284'IN SANFORD.
 BU0284'AT SANFORD, 0.5 MILE NORTHWEST ALONG U.S. HIGHWAY 84 FROM THE CROSSING
 BU0284'OF THE LOUISVILLE AND NASHVILLE RAILROAD, THENCE ABOUT 0.2 MILE NORTH
 BU0284'ALONG A DRIVE, AT ANDALUSIA MUNICIPAL AIRPORT, ABOUT 50 YARDS
 BU0284'SOUTHEAST OF THE MUNICIPAL BUILDING, SET IN THE TOP OF THE WEST CORNER
 BU0284'OF THE CONCRETE BASE OF THE WIND SOCK, 24.7 FEET EAST OF THE SOUTH
 BU0284'CORNER OF THE NORTHWEST ONE OF A ROW OF 4 HANGERS, 29.4 FEET NORTH OF
 BU0284'THE WEST CORNER OF THE WEST CENTER ONE OF THE 4 HANGERS AND ABOUT 1/2
 BU0284'FOOT BELOW THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0392 ***********************************************************************
 CN0392  DESIGNATION -  D 423
 CN0392  PID         -  CN0392
 CN0392  STATE/COUNTY-  AL/MONTGOMERY
 CN0392  USGS QUAD   -  SNOWDOUN (1985)
 CN0392
 CN0392                         *CURRENT SURVEY CONTROL
 CN0392  ___________________________________________________________________
 CN0392* NAD 83(1986)-  32 14 30.     (N)    086 17 45.     (W)     SCALED    
 CN0392* NAVD 88     -        85.459  (meters)     280.38   (feet)  ADJUSTED  
 CN0392  ___________________________________________________________________
 CN0392  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CN0392  DYNAMIC HT  -          85.361 (meters)     280.06  (feet)  COMP
 CN0392  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CN0392
 CN0392  VERT ORDER  -  FIRST     CLASS I
 CN0392
 CN0392.The horizontal coordinates were scaled from a topographic map and have
 CN0392.an estimated accuracy of +/- 6 seconds.
 CN0392
 CN0392.The orthometric height was determined by differential leveling
 CN0392.and adjusted by the National Geodetic Survey in June 1991..
 CN0392
 CN0392.The geoid height was determined by GEOID03.
 CN0392
 CN0392.The dynamic height is computed by dividing the NAVD 88
 CN0392.geopotential number by the normal gravity value computed on the
 CN0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0392.degrees latitude (g = 980.6199 gals.).
 CN0392
 CN0392.The modeled gravity was interpolated from observed gravity values.
 CN0392
 CN0392;                    North         East    Units  Estimated Accuracy
 CN0392;SPC AL E     -   193,200.      156,410.      MT  (+/- 180 meters Scaled)
 CN0392
 CN0392                          SUPERSEDED SURVEY CONTROL
 CN0392
 CN0392  NGVD 29 (??/??/92)   85.440  (m)          280.31   (f) ADJ UNCH    1 1
 CN0392
 CN0392.Superseded values are not recommended for survey control.
 CN0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0392.See file dsdata.txt to determine how the superseded data were derived.
 CN0392
 CN0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA663674(NAD 83)
 CN0392_MARKER: DB = BENCH MARK DISK
 CN0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0392_STAMPING: D 423 1967
 CN0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0392+STABILITY: SURFACE MOTION
 CN0392
 CN0392  HISTORY     - Date     Condition        Report By
 CN0392  HISTORY     - 1967     MONUMENTED       CGS
 CN0392
 CN0392                          STATION DESCRIPTION
 CN0392
 CN0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0392'IN SNOWDOUN.
 CN0392'AT SNOWDOUN, ALONG THE SEABOARD COAST LINE RAILROAD, 107 YARDS WEST OF
 CN0392'AND ACROSS THE TRACK FROM THE INTERSECTION OF U. S. HIGHWAY 331 AND A
 CN0392'BLACK TOPPED ROAD, AT THE CROSSING OF BUTLER MILL ROAD, 68 FEET
 CN0392'NORTHWEST OF THE CENTER OF THE ROAD CROSSING THE TRACK, 61 FEET NORTH
 CN0392'OF THE CENTER LINE OF BUTLER MILL ROAD, 33.5 FEET WEST OF THE WEST
 CN0392'RAIL, 3 FEET SOUTH OF THE FIRST TELEPHONE POLE NORTH OF THE CROSSING,
 CN0392'2 FEET NORTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE
 CN0392'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 CN0392'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1325 ***********************************************************************
 BT1325  DESIGNATION -  D 424
 BT1325  PID         -  BT1325
 BT1325  STATE/COUNTY-  AL/PIKE
 BT1325  USGS QUAD   -  TROY (1981)
 BT1325
 BT1325                         *CURRENT SURVEY CONTROL
 BT1325  ___________________________________________________________________
 BT1325* NAD 83(1986)-  31 48 23.     (N)    085 59 20.     (W)     SCALED    
 BT1325* NAVD 88     -       161.323  (meters)     529.27   (feet)  ADJUSTED  
 BT1325  ___________________________________________________________________
 BT1325  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BT1325  DYNAMIC HT  -         161.131 (meters)     528.64  (feet)  COMP
 BT1325  MODELED GRAV-     979,446.9   (mgal)                       NAVD 88
 BT1325
 BT1325  VERT ORDER  -  FIRST     CLASS I
 BT1325
 BT1325.The horizontal coordinates were scaled from a topographic map and have
 BT1325.an estimated accuracy of +/- 6 seconds.
 BT1325
 BT1325.The orthometric height was determined by differential leveling
 BT1325.and adjusted by the National Geodetic Survey in June 1991..
 BT1325
 BT1325.The geoid height was determined by GEOID03.
 BT1325
 BT1325.The dynamic height is computed by dividing the NAVD 88
 BT1325.geopotential number by the normal gravity value computed on the
 BT1325.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1325.degrees latitude (g = 980.6199 gals.).
 BT1325
 BT1325.The modeled gravity was interpolated from observed gravity values.
 BT1325
 BT1325;                    North         East    Units  Estimated Accuracy
 BT1325;SPC AL E     -   144,850.      185,270.      MT  (+/- 180 meters Scaled)
 BT1325
 BT1325                          SUPERSEDED SURVEY CONTROL
 BT1325
 BT1325  NGVD 29 (??/??/92)  161.305  (m)          529.21   (f) ADJ UNCH    1 1
 BT1325
 BT1325.Superseded values are not recommended for survey control.
 BT1325.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1325.See file dsdata.txt to determine how the superseded data were derived.
 BT1325
 BT1325_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA957194(NAD 83)
 BT1325_MARKER: DB = BENCH MARK DISK
 BT1325_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT1325_SP_SET: ABUTMENT
 BT1325_STAMPING: D 424 1967
 BT1325_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1325
 BT1325  HISTORY     - Date     Condition        Report By
 BT1325  HISTORY     - 1967     MONUMENTED       CGS
 BT1325  HISTORY     - 1968     GOOD             NGS
 BT1325
 BT1325                          STATION DESCRIPTION
 BT1325
 BT1325'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BT1325'1 MI NW FROM TROY.
 BT1325'0.95 MILE NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 BT1325'THE STATION AT TROY, 0.05 MILE EAST OF MILEPOST N 852, SET ON
 BT1325'THE TOP OF THE SOUTH END OF THE WEST CONCRETE ABUTMENT OF THE
 BT1325'RAILROAD OVERPASS OVER U.S. HIGHWAY 231 BY-PASS, 11 FEET SOUTH OF
 BT1325'THE SOUTH RAIL OF THE MAIN TRACK AND ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1380 ***********************************************************************
 BT1380  DESIGNATION -  D 424 RESET
 BT1380  PID         -  BT1380
 BT1380  STATE/COUNTY-  AL/PIKE
 BT1380  USGS QUAD   -  TROY (1981)
 BT1380
 BT1380                         *CURRENT SURVEY CONTROL
 BT1380  ___________________________________________________________________
 BT1380* NAD 83(1986)-  31 48 23.     (N)    085 59 20.     (W)     SCALED    
 BT1380* NAVD 88     -       162.13   (meters)     531.9    (feet)  RESET     
 BT1380  ___________________________________________________________________
 BT1380  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BT1380
 BT1380  VERT ORDER  -  THIRD
 BT1380
 BT1380.The horizontal coordinates were scaled from a topographic map and have
 BT1380.an estimated accuracy of +/- 6 seconds.
 BT1380
 BT1380.The orthometric height was computed from unverified reset data.
 BT1380
 BT1380.The geoid height was determined by GEOID03.
 BT1380
 BT1380;                    North         East    Units  Estimated Accuracy
 BT1380;SPC AL E     -   144,850.      185,270.      MT  (+/- 180 meters Scaled)
 BT1380
 BT1380                          SUPERSEDED SURVEY CONTROL
 BT1380
 BT1380  NGVD 29 (11/20/03)  162.11   (m)          531.9    (f) RESET       3  
 BT1380
 BT1380.Superseded values are not recommended for survey control.
 BT1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1380.See file dsdata.txt to determine how the superseded data were derived.
 BT1380
 BT1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA957194(NAD 83)
 BT1380_MARKER: DB = BENCH MARK DISK
 BT1380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT1380_SP_SET: RAILROAD ABUTMENT
 BT1380_STAMPING: D 424 RESET 1977
 BT1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1380
 BT1380  HISTORY     - Date     Condition        Report By
 BT1380  HISTORY     - 1977     MONUMENTED       NGS
 BT1380
 BT1380                          STATION DESCRIPTION
 BT1380
 BT1380'DESCRIBED BY NATIONAL GEODETIC SURVEY 1977
 BT1380'1.0 MI NW FROM TROY.
 BT1380'1.0 MILE NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 BT1380'THE STATION IN TROY, 150.0 FEET EAST OF MILEPOST 852, 9.5 FEET
 BT1380'SOUTH OF THE CENTER OF MAIN TRACK, IN TOP OF THE WEST END OF THE
 BT1380'SOUTH CONCRETE GUARDRAIL OF RAILROAD OVERPASS OVER U.S. 231.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0371 ***********************************************************************
 CN0371  DESIGNATION -  D 425
 CN0371  PID         -  CN0371
 CN0371  STATE/COUNTY-  AL/MONTGOMERY
 CN0371  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0371
 CN0371                         *CURRENT SURVEY CONTROL
 CN0371  ___________________________________________________________________
 CN0371* NAD 83(1986)-  32 22 09.     (N)    086 20 03.     (W)     SCALED    
 CN0371* NAVD 88     -        55.707  (meters)     182.77   (feet)  ADJUSTED  
 CN0371  ___________________________________________________________________
 CN0371  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CN0371  DYNAMIC HT  -          55.644 (meters)     182.56  (feet)  COMP
 CN0371  MODELED GRAV-     979,498.2   (mgal)                       NAVD 88
 CN0371
 CN0371  VERT ORDER  -  FIRST     CLASS I
 CN0371
 CN0371.The horizontal coordinates were scaled from a topographic map and have
 CN0371.an estimated accuracy of +/- 6 seconds.
 CN0371
 CN0371.The orthometric height was determined by differential leveling
 CN0371.and adjusted by the National Geodetic Survey in June 1991..
 CN0371
 CN0371.The geoid height was determined by GEOID03.
 CN0371
 CN0371.The dynamic height is computed by dividing the NAVD 88
 CN0371.geopotential number by the normal gravity value computed on the
 CN0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0371.degrees latitude (g = 980.6199 gals.).
 CN0371
 CN0371.The modeled gravity was interpolated from observed gravity values.
 CN0371
 CN0371;                    North         East    Units  Estimated Accuracy
 CN0371;SPC AL E     -   207,350.      152,870.      MT  (+/- 180 meters Scaled)
 CN0371
 CN0371                          SUPERSEDED SURVEY CONTROL
 CN0371
 CN0371  NGVD 29 (??/??/??)   55.693  (m)          182.72   (f) ADJUSTED    1 1
 CN0371
 CN0371.Superseded values are not recommended for survey control.
 CN0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0371.See file dsdata.txt to determine how the superseded data were derived.
 CN0371
 CN0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA626815(NAD 83)
 CN0371_MARKER: DB = BENCH MARK DISK
 CN0371_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN0371_SP_SET: 67.0 FEET
 CN0371_STAMPING: D 425 1967
 CN0371_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0371
 CN0371  HISTORY     - Date     Condition        Report By
 CN0371  HISTORY     - 1967     MONUMENTED       CGS
 CN0371  HISTORY     - 1968     GOOD             NGS
 CN0371
 CN0371                          STATION DESCRIPTION
 CN0371
 CN0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0371'1.55 MI SW FROM MONTGOMERY.
 CN0371'ABOUT 1.55 MILES SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 CN0371'THE UNION STATION AT MONTGOMERY, NEAR THE DAY STREET OVERPASS OVER THE
 CN0371'SEABOARD COAST LINE RAILROAD AND THE LOUISVILLE AND NASHVILLE
 CN0371'RAILROAD, 30 FEET SOUTHEAST OF AND ACROSS ONE SIDE TRACK FROM THE
 CN0371'SOUTHEAST RAIL OF THE MAIN TRACK OF THE SCL RR, 2.8 FEET NORTHEAST OF
 CN0371'THE NORTHEAST END OF THE 4 TH CONCRETE PIER SOUTHEAST OF THE NORTHWEST
 CN0371'END OF THE OVERPASS, 38 FEET NORTH OF BENCH MARK R 294 1949 DESCRIBED,
 CN0371'ABOUT LEVEL WITH THE TRACK AND IS A DISK ON THE TOP OF A COPPER COATED
 CN0371'STEEL ROD FLUSH WITH THE GROUND AND PROTECTED BY A 6 INCH METAL PIPE
 CN0371'WHICH IS FLUSH WITH THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 CN0371'DEPTH OF 67.0 FEET.
 CN0371
 CN0371                          STATION RECOVERY (1968)
 CN0371
 CN0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CN0371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0015 ***********************************************************************
 BU0015  DESIGNATION -  D 426
 BU0015  PID         -  BU0015
 BU0015  STATE/COUNTY-  AL/CRENSHAW
 BU0015  USGS QUAD   -  BRANTLEY (1971)
 BU0015
 BU0015                         *CURRENT SURVEY CONTROL
 BU0015  ___________________________________________________________________
 BU0015* NAD 83(1986)-  31 34 56.     (N)    086 15 31.     (W)     SCALED    
 BU0015* NAVD 88     -        86.308  (meters)     283.16   (feet)  ADJUSTED  
 BU0015  ___________________________________________________________________
 BU0015  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU0015  DYNAMIC HT  -          86.204 (meters)     282.82  (feet)  COMP
 BU0015  MODELED GRAV-     979,431.2   (mgal)                       NAVD 88
 BU0015
 BU0015  VERT ORDER  -  FIRST     CLASS I
 BU0015
 BU0015.The horizontal coordinates were scaled from a topographic map and have
 BU0015.an estimated accuracy of +/- 6 seconds.
 BU0015
 BU0015.The orthometric height was determined by differential leveling
 BU0015.and adjusted by the National Geodetic Survey in June 1991..
 BU0015
 BU0015.The geoid height was determined by GEOID03.
 BU0015
 BU0015.The dynamic height is computed by dividing the NAVD 88
 BU0015.geopotential number by the normal gravity value computed on the
 BU0015.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0015.degrees latitude (g = 980.6199 gals.).
 BU0015
 BU0015.The modeled gravity was interpolated from observed gravity values.
 BU0015
 BU0015;                    North         East    Units  Estimated Accuracy
 BU0015;SPC AL E     -   120,060.      159,630.      MT  (+/- 180 meters Scaled)
 BU0015
 BU0015                          SUPERSEDED SURVEY CONTROL
 BU0015
 BU0015  NGVD 29 (??/??/92)   86.309  (m)          283.17   (f) ADJ UNCH    1 1
 BU0015
 BU0015.Superseded values are not recommended for survey control.
 BU0015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0015.See file dsdata.txt to determine how the superseded data were derived.
 BU0015
 BU0015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV703943(NAD 83)
 BU0015_MARKER: DB = BENCH MARK DISK
 BU0015_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0015_SP_SET: CULVERT
 BU0015_STAMPING: D 426 1967
 BU0015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0015_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0015+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU0015
 BU0015  HISTORY     - Date     Condition        Report By
 BU0015  HISTORY     - 1967     MONUMENTED       CGS
 BU0015  HISTORY     - 1968     GOOD             NGS
 BU0015  HISTORY     - 20040412 GOOD             ALHD
 BU0015
 BU0015                          STATION DESCRIPTION
 BU0015
 BU0015'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0015'IN BRANTLEY.
 BU0015'AT BRANTLEY, ABOUT 0.1 MILE WEST ALONG U.S. HIGHWAY 29 (WEST EMMETT
 BU0015'AVENUE) FROM THE JUNCTION OF U.S. HIGHWAY 331 (MAIN STREET), SET IN
 BU0015'THE TOP OF THE WEST END OF THE NORTH CONCRETE HEAD WALL OF A 6-FOOT
 BU0015'BOX CULVERT UNDER THE HIGHWAY, 103 FEET NORTHEAST OF THE CENTER OF THE
 BU0015'JUNCTION OF ELLIS STREET, 17 FEET NORTH OF THE NORTH CURB OF THE
 BU0015'HIGHWAY AND ABOUT 0.5 FOOT BELOW THE LEVEL OF THE SIDEWALK.
 BU0015
 BU0015                          STATION RECOVERY (2004)
 BU0015
 BU0015'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU0015'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0326 ***********************************************************************
 CN0326  DESIGNATION -  D 427
 CN0326  PID         -  CN0326
 CN0326  STATE/COUNTY-  AL/MONTGOMERY
 CN0326  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0326
 CN0326                         *CURRENT SURVEY CONTROL
 CN0326  ___________________________________________________________________
 CN0326* NAD 83(1986)-  32 25 27.     (N)    086 15 24.     (W)     SCALED    
 CN0326* NAVD 88     -        53.765  (meters)     176.39   (feet)  ADJUSTED  
 CN0326  ___________________________________________________________________
 CN0326  GEOID HEIGHT-         -28.17  (meters)                     GEOID03
 CN0326  DYNAMIC HT  -          53.704 (meters)     176.19  (feet)  COMP
 CN0326  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CN0326
 CN0326  VERT ORDER  -  FIRST     CLASS I
 CN0326
 CN0326.The horizontal coordinates were scaled from a topographic map and have
 CN0326.an estimated accuracy of +/- 6 seconds.
 CN0326
 CN0326.The orthometric height was determined by differential leveling
 CN0326.and adjusted by the National Geodetic Survey in April 1998..
 CN0326
 CN0326.The geoid height was determined by GEOID03.
 CN0326
 CN0326.The dynamic height is computed by dividing the NAVD 88
 CN0326.geopotential number by the normal gravity value computed on the
 CN0326.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0326.degrees latitude (g = 980.6199 gals.).
 CN0326
 CN0326.The modeled gravity was interpolated from observed gravity values.
 CN0326
 CN0326;                    North         East    Units  Estimated Accuracy
 CN0326;SPC AL E     -   213,420.      160,190.      MT  (+/- 180 meters Scaled)
 CN0326
 CN0326                          SUPERSEDED SURVEY CONTROL
 CN0326
 CN0326  NAVD 88 (06/15/91)   53.814  (m)          176.55   (f) UNKNOWN     1 1
 CN0326  NGVD 29 (??/??/92)   53.798  (m)          176.50   (f) ADJ UNCH    1 1
 CN0326
 CN0326.Superseded values are not recommended for survey control.
 CN0326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0326.See file dsdata.txt to determine how the superseded data were derived.
 CN0326
 CN0326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA698876(NAD 83)
 CN0326_MARKER: DB = BENCH MARK DISK
 CN0326_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 CN0326_SP_SET: BRIDGE ABUTMENT
 CN0326_STAMPING: D 427 1967
 CN0326_MARK LOGO: CGS   
 CN0326_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CN0326_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0326
 CN0326  HISTORY     - Date     Condition        Report By
 CN0326  HISTORY     - 1967     MONUMENTED       CGS
 CN0326  HISTORY     - 1968     GOOD             NGS
 CN0326  HISTORY     - 19940328 GOOD             MSI
 CN0326
 CN0326                          STATION DESCRIPTION
 CN0326
 CN0326'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0326'1.6 MI E FROM BOYLSTON.
 CN0326'ABOUT 1.6 MILES EAST ALONG THE WESTERN RAILWAY OF ALABAMA FROM THE
 CN0326'STATION AT BOYLSTON, ABOUT 0.1 MILE WEST OF MILEPOST 170, 0.1 MILE
 CN0326'WEST OF A GRAVELED ROAD CROSSING, SET ON THE TOP OF THE SOUTH END OF
 CN0326'THE EAST ABUTMENT OF A 45-FOOT CONCRETE BRIDGE OVER A DRAINAGE DITCH,
 CN0326'6.5 FEET SOUTH OF THE SOUTH RAIL, 1.2 FEET NORTH OF THE SOUTH END OF
 CN0326'THE ABUTMENT AND 3 FEET BELOW THE LEVEL OF THE TRACK.
 CN0326
 CN0326                          STATION RECOVERY (1994)
 CN0326
 CN0326'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (PD)
 CN0326'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1037 ***********************************************************************
 CM1037  DESIGNATION -  D 428
 CM1037  PID         -  CM1037
 CM1037  STATE/COUNTY-  AL/MACON
 CM1037  USGS QUAD   -  TUSKEGEE (1983)
 CM1037
 CM1037                         *CURRENT SURVEY CONTROL
 CM1037  ___________________________________________________________________
 CM1037* NAD 83(1986)-  32 29 00.     (N)    085 42 27.     (W)     SCALED    
 CM1037* NAVD 88     -        76.841  (meters)     252.10   (feet)  ADJUSTED  
 CM1037  ___________________________________________________________________
 CM1037  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CM1037  DYNAMIC HT  -          76.751 (meters)     251.81  (feet)  COMP
 CM1037  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 CM1037
 CM1037  VERT ORDER  -  FIRST     CLASS I
 CM1037
 CM1037.The horizontal coordinates were scaled from a topographic map and have
 CM1037.an estimated accuracy of +/- 6 seconds.
 CM1037
 CM1037.The orthometric height was determined by differential leveling
 CM1037.and adjusted by the National Geodetic Survey in June 1991..
 CM1037
 CM1037.The geoid height was determined by GEOID03.
 CM1037
 CM1037.The dynamic height is computed by dividing the NAVD 88
 CM1037.geopotential number by the normal gravity value computed on the
 CM1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1037.degrees latitude (g = 980.6199 gals.).
 CM1037
 CM1037.The modeled gravity was interpolated from observed gravity values.
 CM1037
 CM1037;                    North         East    Units  Estimated Accuracy
 CM1037;SPC AL E     -   219,910.      211,830.      MT  (+/- 180 meters Scaled)
 CM1037
 CM1037                          SUPERSEDED SURVEY CONTROL
 CM1037
 CM1037  NGVD 29 (??/??/92)   76.815  (m)          252.02   (f) ADJ UNCH    1 1
 CM1037
 CM1037.Superseded values are not recommended for survey control.
 CM1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1037.See file dsdata.txt to determine how the superseded data were derived.
 CM1037
 CM1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA214947(NAD 83)
 CM1037_MARKER: DB = BENCH MARK DISK
 CM1037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1037_SP_SET: ABUTMENT
 CM1037_STAMPING: D 428 1968
 CM1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1037
 CM1037  HISTORY     - Date     Condition        Report By
 CM1037  HISTORY     - 1968     MONUMENTED       CGS
 CM1037
 CM1037                          STATION DESCRIPTION
 CM1037
 CM1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM1037'0.5 MI E FROM CHEHAW.
 CM1037'ABOUT 0.5 MILE EAST ALONG THE WESTERN RAILWAY OF ALABAMA FROM THE
 CM1037'STATION AT CHEHAW, ABOUT 0.2 MILE WEST OF MILEPOST 135, SET IN
 CM1037'THE TOP OF THE NORTH END OF THE WEST ABUTMENT OF THE BRIDGE OVER
 CM1037'UPHAPEE CREEK, 4.5 FEET NORTH OF THE NORTH RAIL, 1/2 FOOT SOUTH
 CM1037'OF THE SOUTH FACE OF A CONCRETE SUPPORT OF THE RAILWAY NAME PLATE
 CM1037'ON TOP OF THE ABUTMENT AND ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 CM1037'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1215 ***********************************************************************
 CM1215  DESIGNATION -  D 429
 CM1215  PID         -  CM1215
 CM1215  STATE/COUNTY-  AL/LEE
 CM1215  USGS QUAD   -  LOACHAPOKA (1983)
 CM1215
 CM1215                         *CURRENT SURVEY CONTROL
 CM1215  ___________________________________________________________________
 CM1215* NAD 83(1986)-  32 35 54.     (N)    085 33 44.     (W)     SCALED    
 CM1215* NAVD 88     -       200.765  (meters)     658.68   (feet)  ADJUSTED  
 CM1215  ___________________________________________________________________
 CM1215  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CM1215  DYNAMIC HT  -         200.528 (meters)     657.90  (feet)  COMP
 CM1215  MODELED GRAV-     979,454.2   (mgal)                       NAVD 88
 CM1215
 CM1215  VERT ORDER  -  FIRST     CLASS I
 CM1215
 CM1215.The horizontal coordinates were scaled from a topographic map and have
 CM1215.an estimated accuracy of +/- 6 seconds.
 CM1215
 CM1215.The orthometric height was determined by differential leveling
 CM1215.and adjusted by the National Geodetic Survey in June 1991..
 CM1215
 CM1215.The geoid height was determined by GEOID03.
 CM1215
 CM1215.The dynamic height is computed by dividing the NAVD 88
 CM1215.geopotential number by the normal gravity value computed on the
 CM1215.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1215.degrees latitude (g = 980.6199 gals.).
 CM1215
 CM1215.The modeled gravity was interpolated from observed gravity values.
 CM1215
 CM1215;                    North         East    Units  Estimated Accuracy
 CM1215;SPC AL E     -   232,680.      225,450.      MT  (+/- 180 meters Scaled)
 CM1215
 CM1215                          SUPERSEDED SURVEY CONTROL
 CM1215
 CM1215  NGVD 29 (??/??/92)  200.736  (m)          658.58   (f) ADJ UNCH    1 1
 CM1215
 CM1215.Superseded values are not recommended for survey control.
 CM1215.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1215.See file dsdata.txt to determine how the superseded data were derived.
 CM1215
 CM1215_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB349076(NAD 83)
 CM1215_MARKER: DB = BENCH MARK DISK
 CM1215_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1215_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1215_STAMPING: D 429 1968
 CM1215_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1215+STABILITY: SURFACE MOTION
 CM1215_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM1215+SATELLITE: SATELLITE OBSERVATIONS - December 06, 2003
 CM1215
 CM1215  HISTORY     - Date     Condition        Report By
 CM1215  HISTORY     - 1968     MONUMENTED       CGS
 CM1215  HISTORY     - 20031206 GOOD             JCLS
 CM1215  HISTORY     - 20051111 POOR             INDIV
 CM1215
 CM1215                          STATION DESCRIPTION
 CM1215
 CM1215'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM1215'1.8 MI E FROM LOACHAPOKA.
 CM1215'ABOUT 1.8 MILES EAST ALONG STATE HIGHWAY 14 FROM THE SCHOOL AT
 CM1215'LOACHAPOKA, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A DIRT ROAD LEADING
 CM1215'SOUTH, 164 FEET NORTHWEST OF AND ACROSS THE WESTERN RAILWAY OF
 CM1215'ALABAMA FROM THE NORTHWEST CORNER OF SIGNAL 1212, 38.9 FEET NORTH
 CM1215'OF THE NORTH RAIL OF THE RAILWAY, 31 FEET SOUTH OF THE CENTER LINE
 CM1215'OF THE HIGHWAY, 2 FEET SOUTH OF A TELEPHONE POLE, 1.4 FEET WEST
 CM1215'OF A METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE
 CM1215'HIGHWAY, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND SET IN THE
 CM1215'TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE
 CM1215'GROUND.
 CM1215
 CM1215                          STATION RECOVERY (2003)
 CM1215
 CM1215'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CM1215'RECOVERED IN GOOD CONDITION.
 CM1215
 CM1215                          STATION RECOVERY (2005)
 CM1215
 CM1215'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RLT)
 CM1215'THIS MARK APPEARS TO HAVE BEEN STRUCK BY MOWING EQUIPMENT.
 CM1215'IT IS DISPLACED (TILTED) IN AN EASTWARD DIRECTION APPROXIMATELY 4
 CM1215'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0902 ***********************************************************************
 CN0902  DESIGNATION -  D 43 RESET
 CN0902  PID         -  CN0902
 CN0902  STATE/COUNTY-  AL/LOWNDES
 CN0902  USGS QUAD   -  CALHOUN (1981)
 CN0902
 CN0902                         *CURRENT SURVEY CONTROL
 CN0902  ___________________________________________________________________
 CN0902* NAD 83(1986)-  32 03 01.     (N)    086 32 45.     (W)     SCALED    
 CN0902* NAVD 88     -        85.228  (meters)     279.62   (feet)  ADJUSTED  
 CN0902  ___________________________________________________________________
 CN0902  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CN0902  DYNAMIC HT  -          85.128 (meters)     279.29  (feet)  COMP
 CN0902  MODELED GRAV-     979,469.9   (mgal)                       NAVD 88
 CN0902
 CN0902  VERT ORDER  -  SECOND    CLASS 0
 CN0902
 CN0902.The horizontal coordinates were scaled from a topographic map and have
 CN0902.an estimated accuracy of +/- 6 seconds.
 CN0902
 CN0902.The orthometric height was determined by differential leveling
 CN0902.and adjusted by the National Geodetic Survey in June 1991..
 CN0902
 CN0902.The geoid height was determined by GEOID03.
 CN0902
 CN0902.The dynamic height is computed by dividing the NAVD 88
 CN0902.geopotential number by the normal gravity value computed on the
 CN0902.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0902.degrees latitude (g = 980.6199 gals.).
 CN0902
 CN0902.The modeled gravity was interpolated from observed gravity values.
 CN0902
 CN0902;                    North         East    Units  Estimated Accuracy
 CN0902;SPC AL W     -   227,700.      690,110.      MT  (+/- 180 meters Scaled)
 CN0902
 CN0902                          SUPERSEDED SURVEY CONTROL
 CN0902
 CN0902  NGVD 29 (??/??/92)   85.199  (m)          279.52   (f) ADJ UNCH    2 0
 CN0902
 CN0902.Superseded values are not recommended for survey control.
 CN0902.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0902.See file dsdata.txt to determine how the superseded data were derived.
 CN0902
 CN0902_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA428460(NAD 83)
 CN0902_MARKER: DB = BENCH MARK DISK
 CN0902_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0902_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0902_STAMPING: D 43 1934 RESET 1949
 CN0902_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0902+STABILITY: SURFACE MOTION
 CN0902
 CN0902  HISTORY     - Date     Condition        Report By
 CN0902  HISTORY     - 1949     MONUMENTED       CGS
 CN0902  HISTORY     - 20030710 MARK NOT FOUND   JCLS
 CN0902
 CN0902                          STATION DESCRIPTION
 CN0902
 CN0902'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0902'IN CALHOUN.
 CN0902'AT CALHOUN, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 193 FEET
 CN0902'NORTH-NORTHWEST AND ACROSS TRACKS AND A ROAD WEST FROM THE NORTH
 CN0902'CORNER OF THE STATION, 39 FEET NORTHWEST OF THE NORTHWEST RAIL OF THE
 CN0902'MAIN TRACK, 5 FEET SOUTHWEST OF A TELEPHONE POLE, AND IN LINE WITH THE
 CN0902'ROW OF POLES, 131 FEET NORTH-NORTHWEST OF THE CENTER OF THE CROSSING
 CN0902'OF A GRAVEL ROAD AND THE MAIN TRACK, A FEET SOUTHEAST OF A WHITE
 CN0902'WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP OF A
 CN0902'CONCRETE POST PROJECTING 3 INCHES.
 CN0902
 CN0902                          STATION RECOVERY (2003)
 CN0902
 CN0902'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CN0902'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1051 ***********************************************************************
 CM1051  DESIGNATION -  D 430
 CM1051  PID         -  CM1051
 CM1051  STATE/COUNTY-  AL/MACON
 CM1051  USGS QUAD   -  LA PLACE (1971)
 CM1051
 CM1051                         *CURRENT SURVEY CONTROL
 CM1051  ___________________________________________________________________
 CM1051* NAD 83(1986)-  32 28 49.     (N)    085 47 04.     (W)     SCALED    
 CM1051* NAVD 88     -        69.010  (meters)     226.41   (feet)  ADJUSTED  
 CM1051  ___________________________________________________________________
 CM1051  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 CM1051  DYNAMIC HT  -          68.930 (meters)     226.15  (feet)  COMP
 CM1051  MODELED GRAV-     979,479.2   (mgal)                       NAVD 88
 CM1051
 CM1051  VERT ORDER  -  FIRST     CLASS I
 CM1051
 CM1051.The horizontal coordinates were scaled from a topographic map and have
 CM1051.an estimated accuracy of +/- 6 seconds.
 CM1051
 CM1051.The orthometric height was determined by differential leveling
 CM1051.and adjusted by the National Geodetic Survey in June 1991..
 CM1051
 CM1051.The geoid height was determined by GEOID03.
 CM1051
 CM1051.The dynamic height is computed by dividing the NAVD 88
 CM1051.geopotential number by the normal gravity value computed on the
 CM1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1051.degrees latitude (g = 980.6199 gals.).
 CM1051
 CM1051.The modeled gravity was interpolated from observed gravity values.
 CM1051
 CM1051;                    North         East    Units  Estimated Accuracy
 CM1051;SPC AL E     -   219,560.      204,600.      MT  (+/- 180 meters Scaled)
 CM1051
 CM1051                          SUPERSEDED SURVEY CONTROL
 CM1051
 CM1051  NGVD 29 (??/??/92)   68.984  (m)          226.32   (f) ADJ UNCH    1 1
 CM1051
 CM1051.Superseded values are not recommended for survey control.
 CM1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1051.See file dsdata.txt to determine how the superseded data were derived.
 CM1051
 CM1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA142943(NAD 83)
 CM1051_MARKER: DB = BENCH MARK DISK
 CM1051_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CM1051_SP_SET: 24 FT
 CM1051_STAMPING: D 430 1968
 CM1051_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1051
 CM1051  HISTORY     - Date     Condition        Report By
 CM1051  HISTORY     - 1968     MONUMENTED       CGS
 CM1051
 CM1051                          STATION DESCRIPTION
 CM1051
 CM1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM1051'4.2 MI W FROM CHEHAW.
 CM1051'ABOUT 4.2 MILES WEST ALONG THE WESTERN RAILWAY OF ALABAMA FROM
 CM1051'THE STATION AT CHEHAW, ABOUT 0.2 MILE EAST OF MILEPOST 140, NEAR
 CM1051'THE NORTH END OF A GRADED DIRT ROAD LEADING TO A ONE STORY BRICK
 CM1051'HOUSE, 167 FEET EAST OF THE EXTENDED LINE OF THE EAST EDGE OF THE
 CM1051'HOUSE, 37.5 FEET NORTH OF THE NORTH RAIL, 2 FEET WEST OF A TELEGRAPH
 CM1051'POLE AND IS IN LINE WITH THE POLES, 0.7 FOOT SOUTH OF A METAL WITNESS
 CM1051'POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND IS A DISK
 CM1051'ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING 4 INCHES ABOVE
 CM1051'THE LEVEL OF THE GROUND AND PROTECTED BY A 4-INCH METAL PIPE WHICH
 CM1051'PROJECTS 6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS
 CM1051'DRIVEN TO A DEPTH OF 24 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0352 ***********************************************************************
 CN0352  DESIGNATION -  D 431
 CN0352  PID         -  CN0352
 CN0352  STATE/COUNTY-  AL/MONTGOMERY
 CN0352  USGS QUAD   -  CANTELOUS (1981)
 CN0352
 CN0352                         *CURRENT SURVEY CONTROL
 CN0352  ___________________________________________________________________
 CN0352* NAD 83(1986)-  32 20 50.     (N)    086 23 39.     (W)     SCALED    
 CN0352* NAVD 88     -        47.636  (meters)     156.29   (feet)  ADJUSTED  
 CN0352  ___________________________________________________________________
 CN0352  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CN0352  DYNAMIC HT  -          47.582 (meters)     156.11  (feet)  COMP
 CN0352  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 CN0352
 CN0352  VERT ORDER  -  FIRST     CLASS I
 CN0352
 CN0352.The horizontal coordinates were scaled from a topographic map and have
 CN0352.an estimated accuracy of +/- 6 seconds.
 CN0352
 CN0352.The orthometric height was determined by differential leveling
 CN0352.and adjusted by the National Geodetic Survey in June 1991..
 CN0352
 CN0352.The geoid height was determined by GEOID03.
 CN0352
 CN0352.The dynamic height is computed by dividing the NAVD 88
 CN0352.geopotential number by the normal gravity value computed on the
 CN0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0352.degrees latitude (g = 980.6199 gals.).
 CN0352
 CN0352.The modeled gravity was interpolated from observed gravity values.
 CN0352
 CN0352;                    North         East    Units  Estimated Accuracy
 CN0352;SPC AL E     -   204,940.      147,210.      MT  (+/- 180 meters Scaled)
 CN0352
 CN0352                          SUPERSEDED SURVEY CONTROL
 CN0352
 CN0352  NGVD 29 (??/??/??)   47.620  (m)          156.23   (f) ADJUSTED    1 1
 CN0352
 CN0352.Superseded values are not recommended for survey control.
 CN0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0352.See file dsdata.txt to determine how the superseded data were derived.
 CN0352
 CN0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA570790(NAD 83)
 CN0352_MARKER: DB = BENCH MARK DISK
 CN0352_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0352_SP_SET: PIER
 CN0352_STAMPING: D 431 1968
 CN0352_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0352
 CN0352  HISTORY     - Date     Condition        Report By
 CN0352  HISTORY     - 1968     MONUMENTED       CGS
 CN0352
 CN0352                          STATION DESCRIPTION
 CN0352
 CN0352'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN0352'5.25 MI SW FROM MONTGOMERY.
 CN0352'ABOUT 5.25 MILES SOUTHWEST ALONG THE TRACK OF THE WESTERN RAILWAY OF
 CN0352'ALABAMA FROM UNION STATION AT MONTGOMERY, IN SECTION 19, T 16 N, R 17
 CN0352'E, 0.35 MILE NORTHEAST OF MILEPOST M5S45 180, SET IN THE TOP OF THE
 CN0352'NORTHWEST END OF THE FIRST CONCRETE PIER SOUTHWEST OF THE NORTHEAST
 CN0352'END OF A RAILROAD BRIDGE OVER CATOMA CREEK, 4 1/2 FEET NORTHWEST OF
 CN0352'THE NORTHWEST RAIL OF THE TRACK, AND ABOUT 1/2 FOOT BELOW THE LEVEL OF
 CN0352'THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1782 ***********************************************************************
 CN1782  DESIGNATION -  D 432
 CN1782  PID         -  CN1782
 CN1782  STATE/COUNTY-  AL/DALLAS
 CN1782  USGS QUAD   -  SELMA (1977)
 CN1782
 CN1782                         *CURRENT SURVEY CONTROL
 CN1782  ___________________________________________________________________
 CN1782* NAD 83(1986)-  32 25 43.     (N)    087 06 15.     (W)     SCALED    
 CN1782* NAVD 88     -        43.764  (meters)     143.58   (feet)  ADJUSTED  
 CN1782  ___________________________________________________________________
 CN1782  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 CN1782  DYNAMIC HT  -          43.714 (meters)     143.42  (feet)  COMP
 CN1782  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 CN1782
 CN1782  VERT ORDER  -  FIRST     CLASS I
 CN1782
 CN1782.The horizontal coordinates were scaled from a topographic map and have
 CN1782.an estimated accuracy of +/- 6 seconds.
 CN1782
 CN1782.The orthometric height was determined by differential leveling
 CN1782.and adjusted by the National Geodetic Survey in June 1991..
 CN1782
 CN1782.The geoid height was determined by GEOID03.
 CN1782
 CN1782.The dynamic height is computed by dividing the NAVD 88
 CN1782.geopotential number by the normal gravity value computed on the
 CN1782.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1782.degrees latitude (g = 980.6199 gals.).
 CN1782
 CN1782.The modeled gravity was interpolated from observed gravity values.
 CN1782
 CN1782;                    North         East    Units  Estimated Accuracy
 CN1782;SPC AL W     -   269,320.      637,230.      MT  (+/- 180 meters Scaled)
 CN1782
 CN1782                          SUPERSEDED SURVEY CONTROL
 CN1782
 CN1782  NGVD 29 (??/??/??)   43.747  (m)          143.53   (f) ADJUSTED    1 1
 CN1782
 CN1782.Superseded values are not recommended for survey control.
 CN1782.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1782.See file dsdata.txt to determine how the superseded data were derived.
 CN1782
 CN1782_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA902879(NAD 83)
 CN1782_MARKER: DB = BENCH MARK DISK
 CN1782_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1782_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1782_STAMPING: D 432 1968
 CN1782_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1782+STABILITY: SURFACE MOTION
 CN1782
 CN1782  HISTORY     - Date     Condition        Report By
 CN1782  HISTORY     - 1968     MONUMENTED       CGS
 CN1782
 CN1782                          STATION DESCRIPTION
 CN1782
 CN1782'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN1782'5.5 MI W FROM SELMA.
 CN1782'ABOUT 0.7 MILE NORTH ALONG BROAD STREET WHICH IS U.S. HIGHWAY 80 FROM
 CN1782'THE NORTH END OF THE EDMUND PETTUS BRIDGE OVER THE ALABAMA RIVER AT
 CN1782'SELMA, THENCE 4.8 MILES WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY
 CN1782'SYSTEM, IN SECTION 30, T 17 N, R 10 E, 0.2 MILE EAST OF MILEPOST 199,
 CN1782'AT THE SMALL COMMUNITY OF POTTER, 78 FEET SOUTHWEST OF THE CENTER OF A
 CN1782'CROSSING OF THE RAILROAD AND COUNTY ROAD 44, 46 FEET SOUTH OF THE
 CN1782'SOUTH RAIL OF THE TRACK, 89 FEET SOUTHEAST AND ACROSS THE TRACK FROM A
 CN1782'SIGN WHICH READS POTTER, 1 1/2 FEET NORTH OF A FENCE, 1.2 FEET WEST OF
 CN1782'A METAL WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE LEVEL OF THE TRACK,
 CN1782'AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1084 ***********************************************************************
 CO1084  DESIGNATION -  D 433
 CO1084  PID         -  CO1084
 CO1084  STATE/COUNTY-  AL/SUMTER
 CO1084  USGS QUAD   -  BREWERSVILLE (1986)
 CO1084
 CO1084                         *CURRENT SURVEY CONTROL
 CO1084  ___________________________________________________________________
 CO1084* NAD 83(1986)-  32 30 33.     (N)    088 00 27.     (W)     SCALED    
 CO1084* NAVD 88     -        33.112  (meters)     108.64   (feet)  ADJUSTED  
 CO1084  ___________________________________________________________________
 CO1084  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CO1084  DYNAMIC HT  -          33.074 (meters)     108.51  (feet)  COMP
 CO1084  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 CO1084
 CO1084  VERT ORDER  -  FIRST     CLASS I
 CO1084
 CO1084.The horizontal coordinates were scaled from a topographic map and have
 CO1084.an estimated accuracy of +/- 6 seconds.
 CO1084
 CO1084.The orthometric height was determined by differential leveling
 CO1084.and adjusted by the National Geodetic Survey in June 1991..
 CO1084
 CO1084.The geoid height was determined by GEOID03.
 CO1084
 CO1084.The dynamic height is computed by dividing the NAVD 88
 CO1084.geopotential number by the normal gravity value computed on the
 CO1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1084.degrees latitude (g = 980.6199 gals.).
 CO1084
 CO1084.The modeled gravity was interpolated from observed gravity values.
 CO1084
 CO1084;                    North         East    Units  Estimated Accuracy
 CO1084;SPC AL W     -   278,300.      552,320.      MT  (+/- 180 meters Scaled)
 CO1084
 CO1084                          SUPERSEDED SURVEY CONTROL
 CO1084
 CO1084  NGVD 29 (??/??/??)   33.096  (m)          108.58   (f) ADJUSTED    1 1
 CO1084
 CO1084.Superseded values are not recommended for survey control.
 CO1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1084.See file dsdata.txt to determine how the superseded data were derived.
 CO1084
 CO1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA053973(NAD 83)
 CO1084_MARKER: DB = BENCH MARK DISK
 CO1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1084_STAMPING: D 433 1968
 CO1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1084+STABILITY: SURFACE MOTION
 CO1084
 CO1084  HISTORY     - Date     Condition        Report By
 CO1084  HISTORY     - 1968     MONUMENTED       CGS
 CO1084
 CO1084                          STATION DESCRIPTION
 CO1084
 CO1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO1084'4.8 MI NE FROM COATOPA.
 CO1084'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 CO1084'AT COATOPA, THENCE 4.65 MILES NORTHEAST ALONG COUNTY ROAD 23, IN
 CO1084'SECTION 25, T 18 N, R 1 E, 0.5 MILE EAST OF A BRICK HOUSE WHICH IS
 CO1084'LOCATED ON THE CREST OF A HILL, 0.35 MILE EAST OF A SERVICE STATION
 CO1084'AND STORE, 64 FEET SOUTH OF THE CENTERLINE OF THE COUNTY ROAD, 16 FEET
 CO1084'EAST OF THE CENTERLINE OF A GRADED DIRT ROAD, 51 FEET EAST AND ACROSS
 CO1084'THE DIRT ROAD FROM A POWER POLE, 23 FEET SOUTH OF A CORNER FENCE POST,
 CO1084'2 FEET WEST OF A FENCE, 1.6 FEET NORTHEAST OF A METAL WITNESS POST,
 CO1084'ABOUT 1 FOOT ABOVE THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A
 CO1084'CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2423 ***********************************************************************
 CN2423  DESIGNATION -  D 434
 CN2423  PID         -  CN2423
 CN2423  STATE/COUNTY-  AL/MARENGO
 CN2423  USGS QUAD   -  UNIONTOWN WEST (1979)
 CN2423
 CN2423                         *CURRENT SURVEY CONTROL
 CN2423  ___________________________________________________________________
 CN2423* NAD 83(1986)-  32 28 00.     (N)    087 37 16.     (W)     SCALED    
 CN2423* NAVD 88     -        65.767  (meters)     215.77   (feet)  ADJUSTED  
 CN2423  ___________________________________________________________________
 CN2423  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CN2423  DYNAMIC HT  -          65.692 (meters)     215.52  (feet)  COMP
 CN2423  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CN2423
 CN2423  VERT ORDER  -  FIRST     CLASS I
 CN2423
 CN2423.The horizontal coordinates were scaled from a topographic map and have
 CN2423.an estimated accuracy of +/- 6 seconds.
 CN2423
 CN2423.The orthometric height was determined by differential leveling
 CN2423.and adjusted by the National Geodetic Survey in June 1991..
 CN2423
 CN2423.The geoid height was determined by GEOID03.
 CN2423
 CN2423.The dynamic height is computed by dividing the NAVD 88
 CN2423.geopotential number by the normal gravity value computed on the
 CN2423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2423.degrees latitude (g = 980.6199 gals.).
 CN2423
 CN2423.The modeled gravity was interpolated from observed gravity values.
 CN2423
 CN2423;                    North         East    Units  Estimated Accuracy
 CN2423;SPC AL W     -   273,480.      588,620.      MT  (+/- 180 meters Scaled)
 CN2423
 CN2423                          SUPERSEDED SURVEY CONTROL
 CN2423
 CN2423  NGVD 29 (??/??/??)   65.751  (m)          215.72   (f) ADJUSTED    1 1
 CN2423
 CN2423.Superseded values are not recommended for survey control.
 CN2423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2423.See file dsdata.txt to determine how the superseded data were derived.
 CN2423
 CN2423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA416923(NAD 83)
 CN2423_MARKER: DB = BENCH MARK DISK
 CN2423_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN2423_SP_SET: 33 FEET
 CN2423_STAMPING: D 434 1968
 CN2423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2423_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN2423+SATELLITE: SATELLITE OBSERVATIONS - December 08, 2003
 CN2423
 CN2423  HISTORY     - Date     Condition        Report By
 CN2423  HISTORY     - 1968     MONUMENTED       CGS
 CN2423  HISTORY     - 20031208 GOOD             JCLS
 CN2423
 CN2423                          STATION DESCRIPTION
 CN2423
 CN2423'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN2423'1.65 MI W FROM FAUNSDALE.
 CN2423'1.65 MILES WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM FROM
 CN2423'THE STATION AT FAUNSDALE, IN SECTION 6, T 17 N, R 5 E, 0.25 MILE WEST
 CN2423'OF MILEPOST 229, 142 FEET EAST OF THE CENTER OF A CROSSING OF THE
 CN2423'RAILROAD AND A PRIVATE ROAD, 27 1/2 FEET NORTH OF THE NORTH RAIL, 3
 CN2423'FEET NORTHEAST OF A TELEPHONE POLE, 2 FEET SOUTH OF A FENCE, 1.4 FEET
 CN2423'WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND ON THE
 CN2423'TOP OF A 5/8 INCH COPPER COATED ROD THAT IS DRIVEN TO A DEPTH OF 33
 CN2423'FEET AND IS ENCASED IN A 6 INCH CAST IRON PIPE WHICH PROJECTS 1 INCH.
 CN2423
 CN2423                          STATION RECOVERY (2003)
 CN2423
 CN2423'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003
 CN2423'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2429 ***********************************************************************
 CN2429  DESIGNATION -  D 435
 CN2429  PID         -  CN2429
 CN2429  STATE/COUNTY-  AL/HALE
 CN2429  USGS QUAD   -  GALLION (1986)
 CN2429
 CN2429                         *CURRENT SURVEY CONTROL
 CN2429  ___________________________________________________________________
 CN2429* NAD 83(1986)-  32 28 58.     (N)    087 40 58.     (W)     SCALED    
 CN2429* NAVD 88     -        60.684  (meters)     199.09   (feet)  ADJUSTED  
 CN2429  ___________________________________________________________________
 CN2429  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN2429  DYNAMIC HT  -          60.614 (meters)     198.86  (feet)  COMP
 CN2429  MODELED GRAV-     979,485.4   (mgal)                       NAVD 88
 CN2429
 CN2429  VERT ORDER  -  FIRST     CLASS I
 CN2429
 CN2429.The horizontal coordinates were scaled from a topographic map and have
 CN2429.an estimated accuracy of +/- 6 seconds.
 CN2429
 CN2429.The orthometric height was determined by differential leveling
 CN2429.and adjusted by the National Geodetic Survey in June 1991..
 CN2429
 CN2429.The geoid height was determined by GEOID03.
 CN2429
 CN2429.The dynamic height is computed by dividing the NAVD 88
 CN2429.geopotential number by the normal gravity value computed on the
 CN2429.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2429.degrees latitude (g = 980.6199 gals.).
 CN2429
 CN2429.The modeled gravity was interpolated from observed gravity values.
 CN2429
 CN2429;                    North         East    Units  Estimated Accuracy
 CN2429;SPC AL W     -   275,270.      582,820.      MT  (+/- 180 meters Scaled)
 CN2429
 CN2429                          SUPERSEDED SURVEY CONTROL
 CN2429
 CN2429  NGVD 29 (??/??/??)   60.667  (m)          199.04   (f) ADJUSTED    1 1
 CN2429
 CN2429.Superseded values are not recommended for survey control.
 CN2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2429.See file dsdata.txt to determine how the superseded data were derived.
 CN2429
 CN2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA358941(NAD 83)
 CN2429_MARKER: DB = BENCH MARK DISK
 CN2429_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN2429_SP_SET: 7 FEET
 CN2429_STAMPING: D 435 1968
 CN2429_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2429
 CN2429  HISTORY     - Date     Condition        Report By
 CN2429  HISTORY     - 1968     MONUMENTED       CGS
 CN2429
 CN2429                          STATION DESCRIPTION
 CN2429
 CN2429'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN2429'5.4 MI W FROM FAUNSDALE.
 CN2429'5.4 MILES WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM FROM THE
 CN2429'STATION AT FAUNSDALE, IN SECTION 33, T 18 N, R 4 E, 34 1/2 FEET NORTH
 CN2429'OF MILEPOST 233, 49 FEET NORTH OF THE NORTH RAIL, 1 FOOT NORTH OF A
 CN2429'FENCE, 1.4 FEET NORTHWEST OF A METAL WITNESS POST, ABOUT 5 FEET ABOVE
 CN2429'THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8 INCH COPPER COATED ROD
 CN2429'THAT IS DRIVEN TO A DEPTH OF 7 FEET AND IS ENCASED IN A 6 INCH CAST
 CN2429'IRON PIPE WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2501 ***********************************************************************
 BG2501  DESIGNATION -  D 436
 BG2501  PID         -  BG2501
 BG2501  STATE/COUNTY-  AL/BALDWIN
 BG2501  USGS QUAD   -  ELSANOR (1985)
 BG2501
 BG2501                         *CURRENT SURVEY CONTROL
 BG2501  ___________________________________________________________________
 BG2501* NAD 83(1986)-  30 34 02.     (N)    087 36 16.     (W)     SCALED    
 BG2501* NAVD 88     -        40.720  (meters)     133.60   (feet)  ADJUSTED  
 BG2501  ___________________________________________________________________
 BG2501  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BG2501  DYNAMIC HT  -          40.667 (meters)     133.42  (feet)  COMP
 BG2501  MODELED GRAV-     979,339.1   (mgal)                       NAVD 88
 BG2501
 BG2501  VERT ORDER  -  FIRST     CLASS I
 BG2501
 BG2501.The horizontal coordinates were scaled from a topographic map and have
 BG2501.an estimated accuracy of +/- 6 seconds.
 BG2501
 BG2501.The orthometric height was determined by differential leveling
 BG2501.and adjusted by the National Geodetic Survey in June 1991..
 BG2501
 BG2501.The geoid height was determined by GEOID03.
 BG2501
 BG2501.The dynamic height is computed by dividing the NAVD 88
 BG2501.geopotential number by the normal gravity value computed on the
 BG2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2501.degrees latitude (g = 980.6199 gals.).
 BG2501
 BG2501.The modeled gravity was interpolated from observed gravity values.
 BG2501
 BG2501;                    North         East    Units  Estimated Accuracy
 BG2501;SPC AL W     -    62,880.      589,980.      MT  (+/- 180 meters Scaled)
 BG2501
 BG2501                          SUPERSEDED SURVEY CONTROL
 BG2501
 BG2501  NGVD 29 (??/??/??)   40.669  (m)          133.43   (f) ADJUSTED    1 1
 BG2501
 BG2501.Superseded values are not recommended for survey control.
 BG2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2501.See file dsdata.txt to determine how the superseded data were derived.
 BG2501
 BG2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU420817(NAD 83)
 BG2501_MARKER: DB = BENCH MARK DISK
 BG2501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG2501_SP_SET: CULVERT
 BG2501_STAMPING: D 436 1968
 BG2501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2501
 BG2501  HISTORY     - Date     Condition        Report By
 BG2501  HISTORY     - 1968     MONUMENTED       CGS
 BG2501  HISTORY     - 20030422 MARK NOT FOUND   USPSQD
 BG2501  HISTORY     - 20050721 MARK NOT FOUND   USPSQD
 BG2501
 BG2501                          STATION DESCRIPTION
 BG2501
 BG2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG2501'6.6 MI E FROM ROBERTSDALE.
 BG2501'6.6 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE AND
 BG2501'NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, 1.2 MILES EAST
 BG2501'OF ELSANOR BRICK SCHOOL BUILDING, SET IN THE TOP OF THE EAST
 BG2501'END OF THE NORTH CONCRETE HEADWALL FOR A 2.5 FOOT CONCRETE
 BG2501'BOX CULVERT UNDER THE HIGHWAY, 20.0 FEET NORTH OF THE CENTER LINE
 BG2501'OF THE HIGHWAY AND 4.0 FEET BELOW THE LEVEL OF THE HIGHWAY.
 BG2501'IN SECT 31, T 5 S, R 5 E
 BG2501
 BG2501                          STATION RECOVERY (2003)
 BG2501
 BG2501'RECOVERY NOTE BY US POWER SQUADRON 2003 (ILR)
 BG2501'WITNESS POST AND MARKER NOT FOUND AFTER LOOKING FOR CONSIDERABLE TIME.
 BG2501' 
 BG2501
 BG2501                          STATION RECOVERY (2005)
 BG2501
 BG2501'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG2501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2553 ***********************************************************************
 BG2553  DESIGNATION -  D 437
 BG2553  PID         -  BG2553
 BG2553  STATE/COUNTY-  AL/BALDWIN
 BG2553  USGS QUAD   -  BRIDGEHEAD (1982)
 BG2553
 BG2553                         *CURRENT SURVEY CONTROL
 BG2553  ___________________________________________________________________
 BG2553* NAD 83(1986)-  30 40 17.     (N)    087 56 46.     (W)     SCALED    
 BG2553* NAVD 88     -         0.648  (meters)       2.13   (feet)  ADJUSTED  
 BG2553  ___________________________________________________________________
 BG2553  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BG2553  DYNAMIC HT  -           0.647 (meters)       2.12  (feet)  COMP
 BG2553  MODELED GRAV-     979,342.4   (mgal)                       NAVD 88
 BG2553
 BG2553  VERT ORDER  -  FIRST     CLASS I
 BG2553
 BG2553.The horizontal coordinates were scaled from a topographic map and have
 BG2553.an estimated accuracy of +/- 6 seconds.
 BG2553
 BG2553.The orthometric height was determined by differential leveling
 BG2553.and adjusted by the National Geodetic Survey in June 1991..
 BG2553
 BG2553.The geoid height was determined by GEOID03.
 BG2553
 BG2553.The dynamic height is computed by dividing the NAVD 88
 BG2553.geopotential number by the normal gravity value computed on the
 BG2553.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2553.degrees latitude (g = 980.6199 gals.).
 BG2553
 BG2553.The modeled gravity was interpolated from observed gravity values.
 BG2553
 BG2553;                    North         East    Units  Estimated Accuracy
 BG2553;SPC AL W     -    74,510.      557,250.      MT  (+/- 180 meters Scaled)
 BG2553
 BG2553                          SUPERSEDED SURVEY CONTROL
 BG2553
 BG2553  NGVD 29 (??/??/??)    0.604  (m)            1.98   (f) ADJUSTED    1 1
 BG2553
 BG2553.Superseded values are not recommended for survey control.
 BG2553.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2553.See file dsdata.txt to determine how the superseded data were derived.
 BG2553
 BG2553_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU093935(NAD 83)
 BG2553_MARKER: DB = BENCH MARK DISK
 BG2553_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BG2553_SP_SET: 88 FEET
 BG2553_STAMPING: D 437 1968
 BG2553_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BG2553
 BG2553  HISTORY     - Date     Condition        Report By
 BG2553  HISTORY     - 1968     MONUMENTED       CGS
 BG2553  HISTORY     - 20030713 MARK NOT FOUND   USPSQD
 BG2553
 BG2553                          STATION DESCRIPTION
 BG2553
 BG2553'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG2553'5.2 MI E FROM MOBILE.
 BG2553'ABOUT 5.25 MILES EAST ALONG U.S. HIGHWAYS 31 AND 90 FROM THE
 BG2553'EAST END OF THE BANKHEAD TUNNEL UNDER THE MOBILE RIVER, ABOUT
 BG2553'0.2 MILE EAST OF THE EAST END OF A 0.35 MILE LONG BRIDGE OVER THE
 BG2553'APALACHEE RIVER, 49 FEET NORTH OF THE CENTER LINE OF THE WESTBOUND
 BG2553'LANE OF THE HIGHWAY, 2 1/2 FEET WEST OF THE SOUTH LEG OF POWER
 BG2553'LINE TOWER NO. 21-87 AND IS IN LINE WITH THE SOUTH LEG OF THE
 BG2553'TOWERS, 0.5 FOOT SOUTH OF A METAL WITNESS POST, 3 FEET BELOW
 BG2553'THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP OF A COPPER
 BG2553'COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND
 BG2553'AND PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 4 INCHES ABOVE
 BG2553'THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 88 FEET.
 BG2553
 BG2553                          STATION RECOVERY (2003)
 BG2553
 BG2553'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2553'COULD NOT FIND MARK, HOWEVER IT MUST BE THERE BEING IN A FOUR INCH
 BG2553'METAL PIPE. IT IS A LOCATION OF HEAVY UNDERBRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0238 ***********************************************************************
 BH0238  DESIGNATION -  D 438
 BH0238  PID         -  BH0238
 BH0238  STATE/COUNTY-  AL/MOBILE
 BH0238  USGS QUAD   -  GRAND BAY (1986)
 BH0238
 BH0238                         *CURRENT SURVEY CONTROL
 BH0238  ___________________________________________________________________
 BH0238* NAD 83(1986)-  30 28 11.     (N)    088 22 08.     (W)     SCALED    
 BH0238* NAVD 88     -        15.190  (meters)      49.84   (feet)  ADJUSTED  
 BH0238  ___________________________________________________________________
 BH0238  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0238  DYNAMIC HT  -          15.170 (meters)      49.77  (feet)  COMP
 BH0238  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BH0238
 BH0238  VERT ORDER  -  FIRST     CLASS I
 BH0238
 BH0238.The horizontal coordinates were scaled from a topographic map and have
 BH0238.an estimated accuracy of +/- 6 seconds.
 BH0238
 BH0238.The orthometric height was determined by differential leveling
 BH0238.and adjusted by the National Geodetic Survey in June 1991..
 BH0238
 BH0238.The geoid height was determined by GEOID03.
 BH0238
 BH0238.The dynamic height is computed by dividing the NAVD 88
 BH0238.geopotential number by the normal gravity value computed on the
 BH0238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0238.degrees latitude (g = 980.6199 gals.).
 BH0238
 BH0238.The modeled gravity was interpolated from observed gravity values.
 BH0238
 BH0238;                    North         East    Units  Estimated Accuracy
 BH0238;SPC AL W     -    52,390.      516,570.      MT  (+/- 180 meters Scaled)
 BH0238
 BH0238                          SUPERSEDED SURVEY CONTROL
 BH0238
 BH0238  NGVD 29 (??/??/??)   15.148  (m)           49.70   (f) ADJUSTED    1 1
 BH0238
 BH0238.Superseded values are not recommended for survey control.
 BH0238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0238.See file dsdata.txt to determine how the superseded data were derived.
 BH0238
 BH0238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU685716(NAD 83)
 BH0238_MARKER: DB = BENCH MARK DISK
 BH0238_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0238_SP_SET: 32 FEET
 BH0238_STAMPING: D 438 1968
 BH0238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0238
 BH0238  HISTORY     - Date     Condition        Report By
 BH0238  HISTORY     - 1968     MONUMENTED       CGS
 BH0238
 BH0238                          STATION DESCRIPTION
 BH0238
 BH0238'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0238'1.7 MI SW FROM GRAND BAY.
 BH0238'ABOUT 1.7 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0238'FROM THE CROSSING OF STATE HIGHWAY 188 AT GRAND BAY, 59 FEET WEST OF
 BH0238'THE CENTER OF A NARROW DIRT ROAD CROSSING, IN SECTION 3, R 4 W, T 7 S,
 BH0238'76 FEET NORTH-NORTHEAST OF MILEPOST 693, 49 FEET SOUTHEAST OF THE
 BH0238'CENTER LINE OF U. S. HIGHWAY 90, 32.2 FEET NORTHWEST OF THE NORTHWEST
 BH0238'RAIL, 47 1/2 FEET SOUTHWEST OF THE CENTER LINE OF THE DIRT ROAD, 3
 BH0238'FEET SOUTHWEST OF A TELEGRAPH POLE, IN LINE WITH A ROW OF POLES, 0.5
 BH0238'FOOT NORTHWEST OF A METAL WITNESS POST, 4 FEET BELOW THE LEVEL OF THE
 BH0238'TRACK AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD PROJECTING
 BH0238'3 INCHES ABOVE THE LEVEL OF THE GROUND AND PROTECTED BY A 4 INCH METAL
 BH0238'PIPE WHICH PROJECTS 5 INCHES ABOVE THE LEVEL OF THE GROUND. THE ROD
 BH0238'WAS DRIVEN TO A DEPTH OF 32 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0534 ***********************************************************************
 BU0534  DESIGNATION -  D 44
 BU0534  PID         -  BU0534
 BU0534  STATE/COUNTY-  AL/BUTLER
 BU0534  USGS QUAD   -  GARLAND (1986)
 BU0534
 BU0534                         *CURRENT SURVEY CONTROL
 BU0534  ___________________________________________________________________
 BU0534* NAD 83(1986)-  31 31 32.     (N)    086 49 25.     (W)     SCALED    
 BU0534* NAVD 88     -        65.423  (meters)     214.64   (feet)  ADJUSTED  
 BU0534  ___________________________________________________________________
 BU0534  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BU0534  DYNAMIC HT  -          65.343 (meters)     214.38  (feet)  COMP
 BU0534  MODELED GRAV-     979,424.5   (mgal)                       NAVD 88
 BU0534
 BU0534  VERT ORDER  -  SECOND    CLASS 0
 BU0534
 BU0534.The horizontal coordinates were scaled from a topographic map and have
 BU0534.an estimated accuracy of +/- 6 seconds.
 BU0534
 BU0534.The orthometric height was determined by differential leveling
 BU0534.and adjusted by the National Geodetic Survey in June 1991..
 BU0534
 BU0534.The geoid height was determined by GEOID03.
 BU0534
 BU0534.The dynamic height is computed by dividing the NAVD 88
 BU0534.geopotential number by the normal gravity value computed on the
 BU0534.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0534.degrees latitude (g = 980.6199 gals.).
 BU0534
 BU0534.The modeled gravity was interpolated from observed gravity values.
 BU0534
 BU0534;                    North         East    Units  Estimated Accuracy
 BU0534;SPC AL W     -   169,320.      664,240.      MT  (+/- 180 meters Scaled)
 BU0534
 BU0534                          SUPERSEDED SURVEY CONTROL
 BU0534
 BU0534  NGVD 29 (??/??/92)   65.421  (m)          214.64   (f) ADJ UNCH    2 0
 BU0534
 BU0534.Superseded values are not recommended for survey control.
 BU0534.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0534.See file dsdata.txt to determine how the superseded data were derived.
 BU0534
 BU0534_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV167878(NAD 83)
 BU0534_MARKER: DB = BENCH MARK DISK
 BU0534_SETTING: 80 = SET IN A BOULDER
 BU0534_STAMPING: D 44 1934
 BU0534_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0534+STABILITY: SURFACE MOTION
 BU0534
 BU0534  HISTORY     - Date     Condition        Report By
 BU0534  HISTORY     - 1934     MONUMENTED       CGS
 BU0534  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0534
 BU0534                          STATION DESCRIPTION
 BU0534
 BU0534'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0534'2.3 MI S FROM GARLAND.
 BU0534'2.3 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU0534'STATION AT GARLAND, BUTLER COUNTY, 11-2/3 RAILS NORTHEAST OF MILEPOST
 BU0534'557, AT THE NORTHEAST END OF A CUT, 18.6 FEET SOUTHEAST OF THE
 BU0534'SOUTHEAST RAIL, IN THE FACE OF A SANDSTONE BOULDER, 8 FEET SOUTHWEST
 BU0534'OF THE NORTHEAST CORNER OF THE BOULDER, ABOUT 1 FOOT LOWER THAN THE
 BU0534'TOP OF THE BOULDER, ABOUT 3 FEET LOWER THAN THE RAIL, AND ABOUT 2 FEET
 BU0534'ABOVE THE BOTTOM OF A DEEP NARROW DRAINAGE DITCH ALONG THE SOUTHEAST
 BU0534'SIDE OF THE TRACK.  A STANDARD DISK, STAMPED D 44 1934 AND SET
 BU0534'VERTICALLY.
 BU0534
 BU0534                          STATION RECOVERY (1971)
 BU0534
 BU0534'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0534'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0777 ***********************************************************************
 CM0777  DESIGNATION -  D 441
 CM0777  PID         -  CM0777
 CM0777  STATE/COUNTY-  AL/RUSSELL
 CM0777  USGS QUAD   -  PHENIX CITY (1984)
 CM0777
 CM0777                         *CURRENT SURVEY CONTROL
 CM0777  ___________________________________________________________________
 CM0777* NAD 83(1986)-  32 28 57.     (N)    085 01 25.     (W)     SCALED    
 CM0777* NAVD 88     -        81.206  (meters)     266.42   (feet)  ADJUSTED  
 CM0777  ___________________________________________________________________
 CM0777  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CM0777  DYNAMIC HT  -          81.113 (meters)     266.12  (feet)  COMP
 CM0777  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 CM0777
 CM0777  VERT ORDER  -  FIRST     CLASS I
 CM0777
 CM0777.The horizontal coordinates were scaled from a topographic map and have
 CM0777.an estimated accuracy of +/- 6 seconds.
 CM0777
 CM0777.The orthometric height was determined by differential leveling
 CM0777.and adjusted by the National Geodetic Survey in June 1991..
 CM0777
 CM0777.The geoid height was determined by GEOID03.
 CM0777
 CM0777.The dynamic height is computed by dividing the NAVD 88
 CM0777.geopotential number by the normal gravity value computed on the
 CM0777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0777.degrees latitude (g = 980.6199 gals.).
 CM0777
 CM0777.The modeled gravity was interpolated from observed gravity values.
 CM0777
 CM0777;                    North         East    Units  Estimated Accuracy
 CM0777;SPC AL E     -   220,100.      276,110.      MT  (+/- 180 meters Scaled)
 CM0777
 CM0777                          SUPERSEDED SURVEY CONTROL
 CM0777
 CM0777  NGVD 29 (??/??/92)   81.228  (m)          266.50   (f) ADJ UNCH    1 1
 CM0777
 CM0777.Superseded values are not recommended for survey control.
 CM0777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0777.See file dsdata.txt to determine how the superseded data were derived.
 CM0777
 CM0777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA857956(NAD 83)
 CM0777_MARKER: DB = BENCH MARK DISK
 CM0777_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0777_SP_SET: CULVERT
 CM0777_STAMPING: D 441 1968
 CM0777_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0777_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM0777+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2006
 CM0777
 CM0777  HISTORY     - Date     Condition        Report By
 CM0777  HISTORY     - 1968     MONUMENTED       CGS
 CM0777  HISTORY     - 20031016 GOOD             INDIV
 CM0777  HISTORY     - 20060429 GOOD             GEOCAC
 CM0777
 CM0777                          STATION DESCRIPTION
 CM0777
 CM0777'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM0777'AT PHENIX CITY.
 CM0777'AT PHENIX CITY, ABOUT 0.8 MILE NORTHWEST ALONG THE CENTRAL OF
 CM0777'GEORGIA RAILWAY FROM THE STATION, ABOUT 0.2 MILE SOUTHEAST OF
 CM0777'MILE POST 294, ABOUT 0.1 MILE NORTHWEST OF THE JUNCTION OF RAILROAD
 CM0777'STREET AND 21ST AVENUE, SET IN THE TOP OF THE SOUTHEAST END OF
 CM0777'THE SOUTHWEST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT THAT REACHES
 CM0777'UNDER BOTH RAILROAD STREET AND THE TRACK, ABOUT 35 YARDS SOUTHWEST
 CM0777'OF THE TRACK, 31 FEET SOUTHWEST OF RAILROAD STREET, AND ABOUT 3
 CM0777'FEET BELOW THE LEVEL OF THE STREET.
 CM0777
 CM0777                          STATION RECOVERY (2003)
 CM0777
 CM0777'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2003 (SHK)
 CM0777'RECOVERED IN GOOD CONDITION.
 CM0777
 CM0777                          STATION RECOVERY (2006)
 CM0777
 CM0777'RECOVERY NOTE BY GEOCACHING 2006 (GCB)
 CM0777'AS DESCRIBED EXCEPT A RECENT LAYER OF CONCRETE HAS BEEN APPLIED TO
 CM0777'CONTROL EROSION BETWEEN THE SIDEWALK AND THE CONCRETE CULVERT
 CM0777'BULKHEAD. BM IS STILL VISIBLE EVEN WITH CONCRETE ADDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1140 ***********************************************************************
 BV1140  DESIGNATION -  D 443
 BV1140  PID         -  BV1140
 BV1140  STATE/COUNTY-  AL/WASHINGTON
 BV1140  USGS QUAD   -  STATE LINE (1981)
 BV1140
 BV1140                         *CURRENT SURVEY CONTROL
 BV1140  ___________________________________________________________________
 BV1140* NAD 83(1986)-  31 23 12.     (N)    088 25 32.     (W)     SCALED    
 BV1140* NAVD 88     -        67.302  (meters)     220.81   (feet)  ADJUSTED  
 BV1140  ___________________________________________________________________
 BV1140  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 BV1140  DYNAMIC HT  -          67.220 (meters)     220.54  (feet)  COMP
 BV1140  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BV1140
 BV1140  VERT ORDER  -  FIRST     CLASS II
 BV1140
 BV1140.The horizontal coordinates were scaled from a topographic map and have
 BV1140.an estimated accuracy of +/- 6 seconds.
 BV1140
 BV1140.The orthometric height was determined by differential leveling
 BV1140.and adjusted by the National Geodetic Survey in June 1991..
 BV1140
 BV1140.The geoid height was determined by GEOID03.
 BV1140
 BV1140.The dynamic height is computed by dividing the NAVD 88
 BV1140.geopotential number by the normal gravity value computed on the
 BV1140.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1140.degrees latitude (g = 980.6199 gals.).
 BV1140
 BV1140.The modeled gravity was interpolated from observed gravity values.
 BV1140
 BV1140;                    North         East    Units  Estimated Accuracy
 BV1140;SPC AL W     -   154,090.      511,970.      MT  (+/- 180 meters Scaled)
 BV1140
 BV1140                          SUPERSEDED SURVEY CONTROL
 BV1140
 BV1140  NGVD 29 (??/??/??)   67.271  (m)          220.70   (f) ADJUSTED    1 2
 BV1140
 BV1140.Superseded values are not recommended for survey control.
 BV1140.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1140.See file dsdata.txt to determine how the superseded data were derived.
 BV1140
 BV1140_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV644733(NAD 83)
 BV1140_MARKER: DB = BENCH MARK DISK
 BV1140_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1140_SP_SET: STAINLESS STEEL ROD
 BV1140_STAMPING: D 443 1980
 BV1140_PROJECTION: RECESSED 6 CENTIMETERS
 BV1140_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1140_ROD/PIPE-DEPTH: 3.1  meters
 BV1140
 BV1140  HISTORY     - Date     Condition        Report By
 BV1140  HISTORY     - 1980     MONUMENTED       NGS
 BV1140
 BV1140                          STATION DESCRIPTION
 BV1140
 BV1140'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1140'9.66 KM SE FROM STATE LINE.
 BV1140'2.17 KILOMETERS (1.35 MILES) NORTHEAST ALONG STATE ROUTE 42
 BV1140'FROM THE JUNCTION OF MAIN STREET IN STATE LINE, THENCE 7.49
 BV1140'KILOMETERS (4.65 MILES) SOUTHEAST ALONG U.S. ROUTE 45, AT THE
 BV1140'JUNCTION OF A GRAVEL ROAD LEADING EAST, 23 METERS (75 FEET) EAST
 BV1140'OF THE CENTERLINE OF THE HIGHWAY, 26 METERS (85 FEET) NORTH OF
 BV1140'THE CENTER OF THE GRAVEL ROAD, 5.6 METERS (18.5 FEET) EAST OF A
 BV1140'POWER POLE, 1.2 METERS (4FEET) NORTH OF A 14-INCH TRIANGULAR
 BV1140'BLAZED PINE TREE.
 BV1140'NOTE--3 ATTEMPTS WERE MADE IN THIS AREA AND 3.1 METERS WAS
 BV1140'THE DEEPEST DEPTH ATTAINABLE.
 BV1140'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 BV1140'THE MARK IS 1 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1171 ***********************************************************************
 BV1171  DESIGNATION -  D 444
 BV1171  PID         -  BV1171
 BV1171  STATE/COUNTY-  AL/MOBILE
 BV1171  USGS QUAD   -  CITRONELLE EAST (1982)
 BV1171
 BV1171                         *CURRENT SURVEY CONTROL
 BV1171  ___________________________________________________________________
 BV1171* NAD 83(1986)-  31 01 51.     (N)    088 13 56.     (W)     SCALED    
 BV1171* NAVD 88     -        88.641  (meters)     290.82   (feet)  ADJUSTED  
 BV1171  ___________________________________________________________________
 BV1171  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BV1171  DYNAMIC HT  -          88.528 (meters)     290.45  (feet)  COMP
 BV1171  MODELED GRAV-     979,363.0   (mgal)                       NAVD 88
 BV1171
 BV1171  VERT ORDER  -  FIRST     CLASS II
 BV1171
 BV1171.The horizontal coordinates were scaled from a topographic map and have
 BV1171.an estimated accuracy of +/- 6 seconds.
 BV1171
 BV1171.The orthometric height was determined by differential leveling
 BV1171.and adjusted by the National Geodetic Survey in June 1991..
 BV1171
 BV1171.The geoid height was determined by GEOID03.
 BV1171
 BV1171.The dynamic height is computed by dividing the NAVD 88
 BV1171.geopotential number by the normal gravity value computed on the
 BV1171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1171.degrees latitude (g = 980.6199 gals.).
 BV1171
 BV1171.The modeled gravity was interpolated from observed gravity values.
 BV1171
 BV1171;                    North         East    Units  Estimated Accuracy
 BV1171;SPC AL W     -   114,500.      530,100.      MT  (+/- 180 meters Scaled)
 BV1171
 BV1171                          SUPERSEDED SURVEY CONTROL
 BV1171
 BV1171  NGVD 29 (??/??/??)   88.604  (m)          290.69   (f) ADJUSTED    1 2
 BV1171
 BV1171.Superseded values are not recommended for survey control.
 BV1171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1171.See file dsdata.txt to determine how the superseded data were derived.
 BV1171
 BV1171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV823336(NAD 83)
 BV1171_MARKER: I = METAL ROD
 BV1171_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1171_SP_SET: STAINLESS STEEL ROD
 BV1171_STAMPING: D 444 1980
 BV1171_PROJECTION: RECESSED 8 CENTIMETERS
 BV1171_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1171_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1171+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BV1171_ROD/PIPE-DEPTH: 6.1  meters
 BV1171
 BV1171  HISTORY     - Date     Condition        Report By
 BV1171  HISTORY     - 1980     MONUMENTED       NGS
 BV1171  HISTORY     - 20040412 GOOD             ALHD
 BV1171
 BV1171                          STATION DESCRIPTION
 BV1171
 BV1171'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1171'7.2 KM SE FROM CITRONELLE.
 BV1171'7.2 KILOMETERS (4.5 MILES) SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 BV1171'FIRST BAPTIST CHURCH AT THE JUNCTION OF COUNTY ROUTE 96 IN CITRONELLE,
 BV1171'0.2 KILOMETERS (0.13 MILE) SOUTH OF A BRICK HOUSE, AT THE JUNCTION OF
 BV1171'A PAVED ROAD LEADING SOUTHWEST, 12.5 METERS (41 FEET) WEST OF THE
 BV1171'CENTER LINE OF THE HIGHWAY, 41.5 METERS (136 FEET) NORTH OF THE CENTER
 BV1171'OF THE ROAD, 29.9 METERS (98 FEET) NORTH OF AN UNDERGROUND CABLE BOX
 BV1171'SUPPORTED BY A ROUND WOODEN POST, 9.5 METERS (31.2 FEET) SOUTH OF A
 BV1171'POWER POLE WITH A CABLE CROSSING OVER THE HIGHWAY TO A BRACE POLE, 0.3
 BV1171'METERS (1 FOOT) SOUTH OF A FENCE CORNER POST, 0.3 METERS (1 FOOT)
 BV1171'SOUTHWEST OF A RIGHT-OF-WAY MARKER.
 BV1171'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 BV1171'THE MARK IS 0.5 M BELOW HIGHWAY.
 BV1171
 BV1171                          STATION RECOVERY (2004)
 BV1171
 BV1171'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BV1171'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1147 ***********************************************************************
 BV1147  DESIGNATION -  D 445
 BV1147  PID         -  BV1147
 BV1147  STATE/COUNTY-  AL/WASHINGTON
 BV1147  USGS QUAD   -  VINEGAR BEND (1974)
 BV1147
 BV1147                         *CURRENT SURVEY CONTROL
 BV1147  ___________________________________________________________________
 BV1147* NAD 83(1986)-  31 18 07.     (N)    088 21 44.     (W)     SCALED    
 BV1147* NAVD 88     -        69.302  (meters)     227.37   (feet)  ADJUSTED  
 BV1147  ___________________________________________________________________
 BV1147  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BV1147  DYNAMIC HT  -          69.216 (meters)     227.09  (feet)  COMP
 BV1147  MODELED GRAV-     979,404.4   (mgal)                       NAVD 88
 BV1147  OBS GRAVITY -     979,410.2   (mgal)                       GRAV_OBS
 BV1147
 BV1147  VERT ORDER  -  FIRST     CLASS II
 BV1147
 BV1147.The horizontal coordinates were scaled from a topographic map and have
 BV1147.an estimated accuracy of +/- 6 seconds.
 BV1147
 BV1147.The orthometric height was determined by differential leveling
 BV1147.and adjusted by the National Geodetic Survey in June 1991..
 BV1147
 BV1147.The geoid height was determined by GEOID03.
 BV1147
 BV1147.The dynamic height is computed by dividing the NAVD 88
 BV1147.geopotential number by the normal gravity value computed on the
 BV1147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1147.degrees latitude (g = 980.6199 gals.).
 BV1147
 BV1147.The modeled gravity was interpolated from observed gravity values.
 BV1147.The observed gravity was obtained from relative gravimeter ties
 BV1147.to the IGSN71 gravity network.
 BV1147
 BV1147;                    North         East    Units  Estimated Accuracy
 BV1147;SPC AL W     -   144,650.      517,920.      MT  (+/- 180 meters Scaled)
 BV1147
 BV1147                          SUPERSEDED SURVEY CONTROL
 BV1147
 BV1147  NGVD 29 (??/??/??)   69.269  (m)          227.26   (f) ADJUSTED    1 2
 BV1147
 BV1147.Superseded values are not recommended for survey control.
 BV1147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1147.See file dsdata.txt to determine how the superseded data were derived.
 BV1147
 BV1147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV703638(NAD 83)
 BV1147_MARKER: I = METAL ROD
 BV1147_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BV1147_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BV1147_STAMPING: D 445 1980
 BV1147_PROJECTION: FLUSH
 BV1147_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BV1147+STABILITY: POSITION/ELEVATION WELL
 BV1147_ROD/PIPE-DEPTH: 9.8  meters
 BV1147_SLEEVE-DEPTH  : 6.1 meters
 BV1147
 BV1147  HISTORY     - Date     Condition        Report By
 BV1147  HISTORY     - 1980     MONUMENTED       NGS
 BV1147
 BV1147                          STATION DESCRIPTION
 BV1147
 BV1147'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1147'21.5 KM SE FROM STATE LINE.
 BV1147'2.17 KILOMETERS (1.35 MILES) NORTHEAST ALONG STATE ROUTE 42 FROM
 BV1147'THE JUNCTION OF MAIN STREET IN STATE LINE, THENCE 19.1 KILOMETERS
 BV1147'(11.85 MILES) SOUTHEAST ALONG U.S. HIGHWAY 45, THENCE 0.24
 BV1147'KILOMETERS (0.15 MILES) EAST ALONG A PAVED ROAD INTERSECTING THE
 BV1147'HIGHWAY AT A SMALL TOWN OF FOUR POINTS, AT AN ELECTRICAL
 BV1147'SUBSTATION, 16.5 METERS (54 FEET) NORTH OF THE CENTER LINE OF THE
 BV1147'HIGHWAY, 9.9 METERS (32.5 FEET) NORTH OF THE WEST END OF A PIPE
 BV1147'CULVERT UNDER THE DRIVE LEADING TO THE SUBSTATION, 3.8 METERS
 BV1147'(12.5 FEET) WEST OF THE CENTER OF A GATE FOR AN 8-FOOT
 BV1147'CHAIN LINK FENCE AROUND THE SUBSTATION, 0.6 METERS (2 FEET) SOUTH
 BV1147'OF THE FENCE.
 BV1147'THE MARK IS 0.6 METERS  S FROM A WITNESS POST.
 BV1147'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2261 ***********************************************************************
 DH2261  DESIGNATION -  D 446
 DH2261  PID         -  DH2261
 DH2261  STATE/COUNTY-  AL/JEFFERSON
 DH2261  USGS QUAD   -  IRONDALE (1978)
 DH2261
 DH2261                         *CURRENT SURVEY CONTROL
 DH2261  ___________________________________________________________________
 DH2261* NAD 83(1986)-  33 32 52.     (N)    086 40 05.     (W)     SCALED    
 DH2261* NAVD 88     -       255.362  (meters)     837.80   (feet)  ADJUSTED  
 DH2261  ___________________________________________________________________
 DH2261  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH2261  DYNAMIC HT  -         255.075 (meters)     836.86  (feet)  COMP
 DH2261  MODELED GRAV-     979,507.1   (mgal)                       NAVD 88
 DH2261
 DH2261  VERT ORDER  -  FIRST     CLASS II
 DH2261
 DH2261.The horizontal coordinates were scaled from a topographic map and have
 DH2261.an estimated accuracy of +/- 6 seconds.
 DH2261
 DH2261.The orthometric height was determined by differential leveling
 DH2261.and adjusted by the National Geodetic Survey in June 1991..
 DH2261
 DH2261.The geoid height was determined by GEOID03.
 DH2261
 DH2261.The dynamic height is computed by dividing the NAVD 88
 DH2261.geopotential number by the normal gravity value computed on the
 DH2261.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2261.degrees latitude (g = 980.6199 gals.).
 DH2261
 DH2261.The modeled gravity was interpolated from observed gravity values.
 DH2261
 DH2261;                    North         East    Units  Estimated Accuracy
 DH2261;SPC AL W     -   393,670.      677,260.      MT  (+/- 180 meters Scaled)
 DH2261
 DH2261                          SUPERSEDED SURVEY CONTROL
 DH2261
 DH2261.No superseded survey control is available for this station.
 DH2261
 DH2261_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC308120(NAD 83)
 DH2261_MARKER: I = METAL ROD
 DH2261_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2261_SP_SET: STAINLESS STEEL ROD
 DH2261_STAMPING: D 446 1980
 DH2261_MARK LOGO: NGS   
 DH2261_PROJECTION: FLUSH
 DH2261_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2261_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2261+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2004
 DH2261_ROD/PIPE-DEPTH: 3.4  meters
 DH2261
 DH2261  HISTORY     - Date     Condition        Report By
 DH2261  HISTORY     - 1980     MONUMENTED       NGS
 DH2261  HISTORY     - 20040402 GOOD             ALHD
 DH2261
 DH2261                          STATION DESCRIPTION
 DH2261
 DH2261'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2261'4.2 KM (2.6 MI) NE FROM IRONDALE.
 DH2261'4.2 KILOMETERS (2.6 MILES) NORTHEAST ALONG U.S. HIGHWAY 78 FROM THE
 DH2261'JUNCTION OF 16TH STREET IN IRONDALE, SET 53.3 METERS (175 FEET)
 DH2261'NORTH OF THE WESTBOUND LANE OF U.S. HIGHWAY 78 AT THE SOUTHEAST
 DH2261'CORNER OF THE EASTWOOD ANIMAL CLINIC, 21.95 METERS (72.0 FEET)
 DH2261'NORTHEAST OF HIGHWAY RIGHT-OF-WAY MARKER NUMBER 307 + 50 1953, 15.1
 DH2261'METERS (49.5 FEET) NORTHWEST OF A UTILITY POLE WITH TWO DIFFERENT
 DH2261'SIZE TRANSFORMERS, 0.8 METER (2.6 FEET) SOUTH OF AND IN LINE WITH
 DH2261'THE EAST FACE OF THE SOUTH COLUMN OF THE SOUTHEAST CORNER OF THE
 DH2261'CLINIC.  NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO
 DH2261'REFUSAL AT 3.4 METERS.
 DH2261'THE MARK IS 0.1 M BELOW GROUND.
 DH2261
 DH2261                          STATION RECOVERY (2004)
 DH2261
 DH2261'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 DH2261'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2285 ***********************************************************************
 DH2285  DESIGNATION -  D 447
 DH2285  PID         -  DH2285
 DH2285  STATE/COUNTY-  AL/ST CLAIR
 DH2285  USGS QUAD   -  ODENVILLE (1972)
 DH2285
 DH2285                         *CURRENT SURVEY CONTROL
 DH2285  ___________________________________________________________________
 DH2285* NAD 83(1986)-  33 39 11.     (N)    086 24 27.     (W)     SCALED    
 DH2285* NAVD 88     -       226.612  (meters)     743.48   (feet)  ADJUSTED  
 DH2285  ___________________________________________________________________
 DH2285  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH2285  DYNAMIC HT  -         226.363 (meters)     742.66  (feet)  COMP
 DH2285  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 DH2285
 DH2285  VERT ORDER  -  FIRST     CLASS II
 DH2285
 DH2285.The horizontal coordinates were scaled from a topographic map and have
 DH2285.an estimated accuracy of +/- 6 seconds.
 DH2285
 DH2285.The orthometric height was determined by differential leveling
 DH2285.and adjusted by the National Geodetic Survey in June 1991..
 DH2285
 DH2285.The geoid height was determined by GEOID03.
 DH2285
 DH2285.The dynamic height is computed by dividing the NAVD 88
 DH2285.geopotential number by the normal gravity value computed on the
 DH2285.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2285.degrees latitude (g = 980.6199 gals.).
 DH2285
 DH2285.The modeled gravity was interpolated from observed gravity values.
 DH2285
 DH2285;                    North         East    Units  Estimated Accuracy
 DH2285;SPC AL E     -   349,770.      146,740.      MT  (+/- 180 meters Scaled)
 DH2285
 DH2285                          SUPERSEDED SURVEY CONTROL
 DH2285
 DH2285.No superseded survey control is available for this station.
 DH2285
 DH2285_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC549238(NAD 83)
 DH2285_MARKER: I = METAL ROD
 DH2285_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2285_SP_SET: STAINLESS STEEL ROD
 DH2285_STAMPING: D 447 1980
 DH2285_MARK LOGO: NGS   
 DH2285_PROJECTION: FLUSH
 DH2285_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2285+STABILITY: POSITION/ELEVATION WELL
 DH2285_ROD/PIPE-DEPTH: 4.9  meters
 DH2285
 DH2285  HISTORY     - Date     Condition        Report By
 DH2285  HISTORY     - 1980     MONUMENTED       NGS
 DH2285
 DH2285                          STATION DESCRIPTION
 DH2285
 DH2285'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2285'2.5 KM (1.55 MI) SE FROM BRANCHVILLE.
 DH2285'2.5 KILOMETERS (1.55 MILES) SOUTHEAST ALONG BLAIRS FARM ROAD FROM THE
 DH2285'JUNCTION OF U.S. HIGHWAY 411 IN BRANCHVILLE, SET AT THE SOUTHWEST
 DH2285'CORNER OF THE JUNCTION OF STATE HIGHWAY 174 AT A FENCE CORNER, 16.47
 DH2285'METERS (54.0 FEET) WEST OF THE CENTER LINE OF STATE HIGHWAY 174,
 DH2285'10.97 METERS (36.0 FEET) SOUTHWEST OF THE CENTER OF BLAIRS FARM ROAD,
 DH2285'0.61 METER (2.0 FEET) SOUTH OF THE FENCE CORNER, 0.3 METER (1.0 FOOT)
 DH2285'EAST OF THE FENCE LINE AND 0.45 METER (1.5 FEET) NORTH OF A WITNESS
 DH2285'POST.
 DH2285'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 DH2285'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2309 ***********************************************************************
 DH2309  DESIGNATION -  D 448
 DH2309  PID         -  DH2309
 DH2309  STATE/COUNTY-  AL/ST CLAIR
 DH2309  USGS QUAD   -  OHATCHEE (1949)
 DH2309
 DH2309                         *CURRENT SURVEY CONTROL
 DH2309  ___________________________________________________________________
 DH2309* NAD 83(1986)-  33 45 06.     (N)    086 05 56.     (W)     SCALED    
 DH2309* NAVD 88     -       199.614  (meters)     654.90   (feet)  ADJUSTED  
 DH2309  ___________________________________________________________________
 DH2309  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH2309  DYNAMIC HT  -         199.402 (meters)     654.20  (feet)  COMP
 DH2309  MODELED GRAV-     979,566.9   (mgal)                       NAVD 88
 DH2309
 DH2309  VERT ORDER  -  FIRST     CLASS II
 DH2309
 DH2309.The horizontal coordinates were scaled from a topographic map and have
 DH2309.an estimated accuracy of +/- 6 seconds.
 DH2309
 DH2309.The orthometric height was determined by differential leveling
 DH2309.and adjusted by the National Geodetic Survey in June 1991..
 DH2309
 DH2309.The geoid height was determined by GEOID03.
 DH2309
 DH2309.The dynamic height is computed by dividing the NAVD 88
 DH2309.geopotential number by the normal gravity value computed on the
 DH2309.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2309.degrees latitude (g = 980.6199 gals.).
 DH2309
 DH2309.The modeled gravity was interpolated from observed gravity values.
 DH2309
 DH2309;                    North         East    Units  Estimated Accuracy
 DH2309;SPC AL E     -   360,590.      175,400.      MT  (+/- 180 meters Scaled)
 DH2309
 DH2309                          SUPERSEDED SURVEY CONTROL
 DH2309
 DH2309.No superseded survey control is available for this station.
 DH2309
 DH2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC834349(NAD 83)
 DH2309_MARKER: I = METAL ROD
 DH2309_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2309_SP_SET: STAINLESS STEEL ROD
 DH2309_STAMPING: D 448 1980
 DH2309_MARK LOGO: NGS   
 DH2309_PROJECTION: FLUSH
 DH2309_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2309_ROD/PIPE-DEPTH: 3.6  meters
 DH2309
 DH2309  HISTORY     - Date     Condition        Report By
 DH2309  HISTORY     - 1980     MONUMENTED       NGS
 DH2309
 DH2309                          STATION DESCRIPTION
 DH2309
 DH2309'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2309'5.1 KM (3.15 MI) NE FROM RAGLAND.
 DH2309'0.2 KILOMETER (0.1 MILE) NORTH ALONG STATE HIGHWAY 144 FROM THE POST
 DH2309'OFFICE IN RAGLAND, THENCE 4.9 KILOMETERS (3.05 MILES) EAST ALONG
 DH2309'COUNTY ROAD 26 TO THE MARK ON THE SOUTHEAST SIDE OF THE ROAD NEAR THE
 DH2309'EAST END OF THE GUARDRAIL BETWEEN THE FIRST AND SECOND POST OF THE
 DH2309'GUARDRAIL, 6.40 METERS (21.0 FEET) SOUTH OF THE CENTER LINE OF THE
 DH2309'ROAD, 1.75 METERS (5.5 FEET) WEST OF THE EAST END OF THE GUARDRAIL,
 DH2309'AND 0.67 METERS (2.2 FEET) WEST OF A WITNESS POST.  NOTE-SEVERAL
 DH2309'ATTEMPTS WERE MADE TO DRIVE THE ROD, THE ROD WAS DRIVEN TO
 DH2309'REFUSAL AT 3.6 METERS.
 DH2309'THE MARK IS 0.4 METERS  E FROM A WITNESS POST.
 DH2309'THE MARK IS 0.15 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2469 ***********************************************************************
 DG2469  DESIGNATION -  D 449
 DG2469  PID         -  DG2469
 DG2469  STATE/COUNTY-  AL/CHEROKEE
 DG2469  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG2469
 DG2469                         *CURRENT SURVEY CONTROL
 DG2469  ___________________________________________________________________
 DG2469* NAD 83(1986)-  33 58 09.     (N)    085 27 12.     (W)     SCALED    
 DG2469* NAVD 88     -       281.381  (meters)     923.16   (feet)  ADJUSTED  
 DG2469  ___________________________________________________________________
 DG2469  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG2469  DYNAMIC HT  -         281.084 (meters)     922.19  (feet)  COMP
 DG2469  MODELED GRAV-     979,574.5   (mgal)                       NAVD 88
 DG2469
 DG2469  VERT ORDER  -  FIRST     CLASS II
 DG2469
 DG2469.The horizontal coordinates were scaled from a topographic map and have
 DG2469.an estimated accuracy of +/- 6 seconds.
 DG2469
 DG2469.The orthometric height was determined by differential leveling
 DG2469.and adjusted by the National Geodetic Survey in June 1991..
 DG2469
 DG2469.The geoid height was determined by GEOID03.
 DG2469
 DG2469.The dynamic height is computed by dividing the NAVD 88
 DG2469.geopotential number by the normal gravity value computed on the
 DG2469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2469.degrees latitude (g = 980.6199 gals.).
 DG2469
 DG2469.The modeled gravity was interpolated from observed gravity values.
 DG2469
 DG2469;                    North         East    Units  Estimated Accuracy
 DG2469;SPC AL E     -   384,750.      235,120.      MT  (+/- 180 meters Scaled)
 DG2469
 DG2469                          SUPERSEDED SURVEY CONTROL
 DG2469
 DG2469.No superseded survey control is available for this station.
 DG2469
 DG2469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC428598(NAD 83)
 DG2469_MARKER: I = METAL ROD
 DG2469_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG2469_SP_SET: STAINLESS STEEL ROD
 DG2469_STAMPING: D 449 1980
 DG2469_MARK LOGO: NGS   
 DG2469_PROJECTION: RECESSED 1 CENTIMETERS
 DG2469_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2469_ROD/PIPE-DEPTH: 3.65 meters
 DG2469
 DG2469  HISTORY     - Date     Condition        Report By
 DG2469  HISTORY     - 1980     MONUMENTED       NGS
 DG2469
 DG2469                          STATION DESCRIPTION
 DG2469
 DG2469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2469'18.35 KM (11.35 MI) NE FROM PIEDMONT.
 DG2469'2.2 KILOMETERS (1.35 MILES) NORTHEAST ALONG BUSINESS HIGHWAY 278 FROM
 DG2469'THE POST OFFICE IN PIEDMONT, THENCE 16.15 KILOMETERS (10.0 MILES)
 DG2469'NORTHEAST ALONG U.S. HIGHWAY 278 TO THE MARK ON THE LEFT, 23.17
 DG2469'METERS (76.0 FEET) NORTH AND ACROSS THE HIGHWAY FROM MILE POST 148,
 DG2469'15.55 METERS (51.0 FEET) NORTHEAST OF THE CENTER LINE OF THE HIGHWAY,
 DG2469'AND 0.49 METERS (2.6 FEET) SOUTHWEST OF POWER POLE NUMBER 9.
 DG2469'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1376 ***********************************************************************
 BU1376  DESIGNATION -  D 45 RESET
 BU1376  PID         -  BU1376
 BU1376  STATE/COUNTY-  AL/ESCAMBIA
 BU1376  USGS QUAD   -  BREWTON SOUTH (1986)
 BU1376
 BU1376                         *CURRENT SURVEY CONTROL
 BU1376  ___________________________________________________________________
 BU1376* NAD 83(1986)-  31 05 22.     (N)    087 03 38.     (W)     SCALED    
 BU1376* NAVD 88     -        32.90   (meters)     107.9    (feet)  RESET     
 BU1376  ___________________________________________________________________
 BU1376  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BU1376
 BU1376  VERT ORDER  -  THIRD
 BU1376
 BU1376.The horizontal coordinates were scaled from a topographic map and have
 BU1376.an estimated accuracy of +/- 6 seconds.
 BU1376
 BU1376.The orthometric height was computed from unverified reset data.
 BU1376
 BU1376.The geoid height was determined by GEOID03.
 BU1376
 BU1376;                    North         East    Units  Estimated Accuracy
 BU1376;SPC AL W     -   120,850.      641,930.      MT  (+/- 180 meters Scaled)
 BU1376
 BU1376                          SUPERSEDED SURVEY CONTROL
 BU1376
 BU1376  NGVD 29 (??/??/??)   32.94   (m)          108.1    (f) RESET       3  
 BU1376
 BU1376.Superseded values are not recommended for survey control.
 BU1376.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1376.See file dsdata.txt to determine how the superseded data were derived.
 BU1376
 BU1376_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV942395(NAD 83)
 BU1376_MARKER: DB = BENCH MARK DISK
 BU1376_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1376_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1376_STAMPING: D 45 RESET 1936
 BU1376_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1376+STABILITY: SURFACE MOTION
 BU1376
 BU1376  HISTORY     - Date     Condition        Report By
 BU1376  HISTORY     - 1936     MONUMENTED       CGS
 BU1376
 BU1376                          STATION DESCRIPTION
 BU1376
 BU1376'DESCRIBED BY COAST AND GEODETIC SURVEY 1936
 BU1376'1.4 MI SE FROM BREWTON.
 BU1376'1.4 MILES SOUTHEAST ALONG THE DIXONVILLE ROAD FROM THE COUNTY
 BU1376'COURTHOUSE AT BREWTON, ESCAMBIA COUNTY, 225 FEET SOUTHWEST OF THE
 BU1376'INTERSECTION OF STATE HIGHWAY 12, AT HIGHWAY STATION 347+61, AND 50
 BU1376'FEET WEST OF THE CENTER LINE OF THE ROAD.  A STANDARD DISK, STAMPED D
 BU1376'45 RESET 1936 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2446 ***********************************************************************
 DG2446  DESIGNATION -  D 450
 DG2446  PID         -  DG2446
 DG2446  STATE/COUNTY-  AL/CALHOUN
 DG2446  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG2446
 DG2446                         *CURRENT SURVEY CONTROL
 DG2446  ___________________________________________________________________
 DG2446* NAD 83(1986)-  33 50 08.     (N)    085 49 59.     (W)     SCALED    
 DG2446* NAVD 88     -       182.117  (meters)     597.50   (feet)  ADJUSTED  
 DG2446  ___________________________________________________________________
 DG2446  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DG2446  DYNAMIC HT  -         181.924 (meters)     596.86  (feet)  COMP
 DG2446  MODELED GRAV-     979,570.6   (mgal)                       NAVD 88
 DG2446
 DG2446  VERT ORDER  -  FIRST     CLASS II
 DG2446
 DG2446.The horizontal coordinates were scaled from a topographic map and have
 DG2446.an estimated accuracy of +/- 6 seconds.
 DG2446
 DG2446.The orthometric height was determined by differential leveling
 DG2446.and adjusted by the National Geodetic Survey in June 1991..
 DG2446
 DG2446.The geoid height was determined by GEOID03.
 DG2446
 DG2446.The dynamic height is computed by dividing the NAVD 88
 DG2446.geopotential number by the normal gravity value computed on the
 DG2446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2446.degrees latitude (g = 980.6199 gals.).
 DG2446
 DG2446.The modeled gravity was interpolated from observed gravity values.
 DG2446
 DG2446;                    North         East    Units  Estimated Accuracy
 DG2446;SPC AL E     -   369,870.      200,030.      MT  (+/- 180 meters Scaled)
 DG2446
 DG2446                          SUPERSEDED SURVEY CONTROL
 DG2446
 DG2446.No superseded survey control is available for this station.
 DG2446
 DG2446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC079445(NAD 83)
 DG2446_MARKER: I = METAL ROD
 DG2446_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DG2446_SP_SET: STAINLESS STEEL ROD
 DG2446_STAMPING: D 450 1980
 DG2446_MARK LOGO: NGS   
 DG2446_PROJECTION: RECESSED 1 CENTIMETERS
 DG2446_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG2446+STABILITY: POSITION/ELEVATION WELL
 DG2446_ROD/PIPE-DEPTH: 5.4  meters
 DG2446
 DG2446  HISTORY     - Date     Condition        Report By
 DG2446  HISTORY     - 1980     MONUMENTED       NGS
 DG2446
 DG2446                          STATION DESCRIPTION
 DG2446
 DG2446'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2446'8.25 KM (5.1 MI) WEST FROM JACKSONVILLE.
 DG2446'1.3 KILOMETERS (0.8 MILE) NORTH ALONG STATE HIGHWAY 21 FROM THE POST
 DG2446'OFFICE IN JACKSONVILLE, THENCE 6.95 KILOMETERS (4.3 MILES) WEST ALONG
 DG2446'STATE HIGHWAY 204 TO THE MARK ON THE SOUTH SIDE OF THE HIGHWAY, 14.94
 DG2446'METERS (49.0 FEET) SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DG2446'7.86 METERS (25.8 FEET) WEST-NORTHWEST OF THE DRIVEWAY LEADING TO A
 DG2446'ONE STORY BRICK HOUSE, 2.95 METERS (9.7 FEET) NORTHWEST OF THE
 DG2446'NORTHEAST CORNER OF A WOODEN FENCE, AND 0.9 METERS (2.95 FEET)
 DG2446'NORTH-NORTHEAST OF A UTILITY POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2363 ***********************************************************************
 DH2363  DESIGNATION -  D 451
 DH2363  PID         -  DH2363
 DH2363  STATE/COUNTY-  AL/JEFFERSON
 DH2363  USGS QUAD   -  BESSEMER (1988)
 DH2363
 DH2363                         *CURRENT SURVEY CONTROL
 DH2363  ___________________________________________________________________
 DH2363* NAD 83(1986)-  33 26 50.     (N)    086 57 09.     (W)     SCALED    
 DH2363* NAVD 88     -       164.296  (meters)     539.03   (feet)  ADJUSTED  
 DH2363  ___________________________________________________________________
 DH2363  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH2363  DYNAMIC HT  -         164.114 (meters)     538.43  (feet)  COMP
 DH2363  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 DH2363
 DH2363  VERT ORDER  -  FIRST     CLASS II
 DH2363
 DH2363.The horizontal coordinates were scaled from a topographic map and have
 DH2363.an estimated accuracy of +/- 6 seconds.
 DH2363
 DH2363.The orthometric height was determined by differential leveling
 DH2363.and adjusted by the National Geodetic Survey in June 1991..
 DH2363
 DH2363.The geoid height was determined by GEOID03.
 DH2363
 DH2363.The dynamic height is computed by dividing the NAVD 88
 DH2363.geopotential number by the normal gravity value computed on the
 DH2363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2363.degrees latitude (g = 980.6199 gals.).
 DH2363
 DH2363.The modeled gravity was interpolated from observed gravity values.
 DH2363
 DH2363;                    North         East    Units  Estimated Accuracy
 DH2363;SPC AL W     -   382,340.      650,900.      MT  (+/- 180 meters Scaled)
 DH2363
 DH2363                          SUPERSEDED SURVEY CONTROL
 DH2363
 DH2363.No superseded survey control is available for this station.
 DH2363
 DH2363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC044008(NAD 83)
 DH2363_MARKER: I = METAL ROD
 DH2363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2363_SP_SET: STAINLESS STEEL ROD
 DH2363_STAMPING: D 451 1980
 DH2363_MARK LOGO: NGS   
 DH2363_PROJECTION: FLUSH
 DH2363_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2363+STABILITY: POSITION/ELEVATION WELL
 DH2363_ROD/PIPE-DEPTH: 4.6  meters
 DH2363
 DH2363  HISTORY     - Date     Condition        Report By
 DH2363  HISTORY     - 1980     MONUMENTED       NGS
 DH2363
 DH2363                          STATION DESCRIPTION
 DH2363
 DH2363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2363'1.3 KM (0.8 MI) SOUTH FROM WEST FAIRFIELD.
 DH2363'1.3 KILOMETERS (0.8 MILE) SOUTH ALONG JAYBIRD ROAD FROM THE JUNCTION
 DH2363'OF VALLEY ROAD IN WEST FAIRFIELD, TO THE MARK ON THE LEFT, AND NORTH
 DH2363'OF 16TH STREET NEAR A UTILITY POLE WITH A GUY WIRE, 10.60 METERS
 DH2363'(34.8 FEET) NORTH OF THE CENTER OF 16TH STREET, 7.20 (23.6 FEET) EAST
 DH2363'OF THE CENTER LINE OF JAYBIRD ROAD, 1.0 METER (3.3 FEET) SOUTH OF A
 DH2363'UTILITY POLE WITH A GUY WIRE.
 DH2363'THE MARK IS 0.5 M ABOVE JAYBIRD ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2881 ***********************************************************************
 CN2881  DESIGNATION -  D 452
 CN2881  PID         -  CN2881
 CN2881  STATE/COUNTY-  AL/DALLAS
 CN2881  USGS QUAD   -  BURNSVILLE (1982)
 CN2881
 CN2881                         *CURRENT SURVEY CONTROL
 CN2881  ___________________________________________________________________
 CN2881* NAD 83(1986)-  32 28 11.     (N)    086 53 28.     (W)     SCALED    
 CN2881* NAVD 88     -        57.781  (meters)     189.57   (feet)  ADJUSTED  
 CN2881  ___________________________________________________________________
 CN2881  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CN2881  DYNAMIC HT  -          57.715 (meters)     189.35  (feet)  COMP
 CN2881  MODELED GRAV-     979,494.5   (mgal)                       NAVD 88
 CN2881
 CN2881  VERT ORDER  -  FIRST     CLASS II
 CN2881
 CN2881.The horizontal coordinates were scaled from a topographic map and have
 CN2881.an estimated accuracy of +/- 6 seconds.
 CN2881
 CN2881.The orthometric height was determined by differential leveling
 CN2881.and adjusted by the National Geodetic Survey in June 1991..
 CN2881
 CN2881.The geoid height was determined by GEOID03.
 CN2881
 CN2881.The dynamic height is computed by dividing the NAVD 88
 CN2881.geopotential number by the normal gravity value computed on the
 CN2881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2881.degrees latitude (g = 980.6199 gals.).
 CN2881
 CN2881.The modeled gravity was interpolated from observed gravity values.
 CN2881
 CN2881;                    North         East    Units  Estimated Accuracy
 CN2881;SPC AL W     -   273,970.      657,240.      MT  (+/- 180 meters Scaled)
 CN2881
 CN2881                          SUPERSEDED SURVEY CONTROL
 CN2881
 CN2881.No superseded survey control is available for this station.
 CN2881
 CN2881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA102925(NAD 83)
 CN2881_MARKER: I = METAL ROD
 CN2881_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CN2881_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CN2881_STAMPING: D 452 1981
 CN2881_MARK LOGO: NGS   
 CN2881_PROJECTION: FLUSH
 CN2881_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CN2881+STABILITY: POSITION/ELEVATION WELL
 CN2881_ROD/PIPE-DEPTH: 12.3 meters
 CN2881_SLEEVE-DEPTH  : 6.0 meters
 CN2881
 CN2881  HISTORY     - Date     Condition        Report By
 CN2881  HISTORY     - 1981     MONUMENTED       NGS
 CN2881
 CN2881                          STATION DESCRIPTION
 CN2881
 CN2881'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2881'IN BURNSVILLE.
 CN2881'IN BURNSVILLE, AT THE SHADY GROVE BAPTIST CHURCH ON COUNTY ROAD 83,
 CN2881'SET NORTH OF THE NORTHWEST CORNER OF THE EDUCATION RECEPTION HALL
 CN2881'BUILDING OF THE CHURCH, AND IN LINE WITH THE WEST FACE OF THE
 CN2881'BUILDING, 0.4 KILOMETER (0.25 MILE) SOUTH OF THE JUNCTION OF COUNTY
 CN2881'ROAD 79, 30.78 METERS (101.0 FEET) EAST OF THE CENTER LINE OF COUNTY
 CN2881'ROAD 83, 4.27 METERS (14.0 FEET) SOUTHWEST OF THE NORTHWEST CORNER OF
 CN2881'THE BRICK ENTRANCE PORCH OF THE BUILDING, 0.73 METER (2.4 FEET) NORTH
 CN2881'OF THE NORTHWEST CORNER OF THE BUILDING.
 CN2881'THE MARK IS 0.3 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1401 ***********************************************************************
 BT1401  DESIGNATION -  D 454
 BT1401  PID         -  BT1401
 BT1401  STATE/COUNTY-  AL/HOUSTON
 BT1401  USGS QUAD   -  MADRID (1969)
 BT1401
 BT1401                         *CURRENT SURVEY CONTROL
 BT1401  ___________________________________________________________________
 BT1401* NAD 83(1986)-  31 04 08.     (N)    085 24 18.     (W)     SCALED    
 BT1401* NAVD 88     -        51.784  (meters)     169.89   (feet)  ADJUSTED  
 BT1401  ___________________________________________________________________
 BT1401  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BT1401  DYNAMIC HT  -          51.719 (meters)     169.68  (feet)  COMP
 BT1401  MODELED GRAV-     979,377.5   (mgal)                       NAVD 88
 BT1401
 BT1401  VERT ORDER  -  FIRST     CLASS II
 BT1401
 BT1401.The horizontal coordinates were scaled from a topographic map and have
 BT1401.an estimated accuracy of +/- 6 seconds.
 BT1401
 BT1401.The orthometric height was determined by differential leveling
 BT1401.and adjusted by the National Geodetic Survey in June 1991..
 BT1401
 BT1401.The geoid height was determined by GEOID03.
 BT1401
 BT1401.The dynamic height is computed by dividing the NAVD 88
 BT1401.geopotential number by the normal gravity value computed on the
 BT1401.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1401.degrees latitude (g = 980.6199 gals.).
 BT1401
 BT1401.The modeled gravity was interpolated from observed gravity values.
 BT1401
 BT1401;                    North         East    Units  Estimated Accuracy
 BT1401;SPC AL E     -    63,150.      240,880.      MT  (+/- 180 meters Scaled)
 BT1401
 BT1401                          SUPERSEDED SURVEY CONTROL
 BT1401
 BT1401.No superseded survey control is available for this station.
 BT1401
 BT1401_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV521383(NAD 83)
 BT1401_MARKER: DB = BENCH MARK DISK
 BT1401_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 BT1401_SP_SET: ABUTMENT
 BT1401_STAMPING: D 454 1981
 BT1401_MARK LOGO: NGS   
 BT1401_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1401_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BT1401+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BT1401
 BT1401  HISTORY     - Date     Condition        Report By
 BT1401  HISTORY     - 1981     MONUMENTED       NGS
 BT1401  HISTORY     - 1987     MARK NOT FOUND   USPSQD
 BT1401  HISTORY     - 20040412 GOOD             ALHD
 BT1401
 BT1401                          STATION DESCRIPTION
 BT1401
 BT1401'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1401'13.1 KM (8.15 MI) NORTH FROM CAMPBELLTON.
 BT1401'13.1 KILOMETERS (8.15 MILES) NORTH ALONG US HIGHWAY 231 FROM THE
 BT1401'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE LEFT, AT THE SOUTHWEST
 BT1401'CORNER OF THE NORTHBOUND LANE BRIDGE OVER BIG CREEK, 5.19
 BT1401'METERS (17 FEET) WEST OF THE CENTER LINE OF THE NORTHBOUND LANE
 BT1401'OF THE HIGHWAY, 1.19 METERS (3.9 FEET) EAST OF THE WEST END OF THE
 BT1401'ABUTMENT.
 BT1401'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BT1401
 BT1401                          STATION RECOVERY (1987)
 BT1401
 BT1401'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 BT1401'MARK NOT FOUND.
 BT1401
 BT1401                          STATION RECOVERY (2004)
 BT1401
 BT1401'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BT1401'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1484 ***********************************************************************
 BT1484  DESIGNATION -  D 455
 BT1484  PID         -  BT1484
 BT1484  STATE/COUNTY-  AL/PIKE
 BT1484  USGS QUAD   -  BANKS (1968)
 BT1484
 BT1484                         *CURRENT SURVEY CONTROL
 BT1484  ___________________________________________________________________
 BT1484* NAD 83(1992)-  31 47 36.74837(N)    085 49 29.58491(W)     ADJUSTED  
 BT1484* NAVD 88     -       154.061  (meters)     505.45   (feet)  ADJUSTED  
 BT1484  ___________________________________________________________________
 BT1484  X           -     395,059.294 (meters)                     COMP
 BT1484  Y           -  -5,411,862.980 (meters)                     COMP
 BT1484  Z           -   3,341,062.347 (meters)                     COMP
 BT1484  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 BT1484  ELLIP HEIGHT-         127.64  (meters)          (07/29/02) GPS OBS
 BT1484  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BT1484  DYNAMIC HT  -         153.878 (meters)     504.85  (feet)  COMP
 BT1484  MODELED GRAV-     979,449.8   (mgal)                       NAVD 88
 BT1484
 BT1484  HORZ ORDER  -  FIRST
 BT1484  VERT ORDER  -  FIRST     CLASS II
 BT1484  ELLP ORDER  -  FOURTH    CLASS I
 BT1484
 BT1484.The horizontal coordinates were established by GPS observations
 BT1484.and adjusted by the National Geodetic Survey in November 1994..
 BT1484
 BT1484.The orthometric height was determined by differential leveling
 BT1484.and adjusted by the National Geodetic Survey in June 1991..
 BT1484
 BT1484.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT1484
 BT1484.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1484
 BT1484.The ellipsoidal height was determined by GPS observations
 BT1484.and is referenced to NAD 83.
 BT1484
 BT1484.The geoid height was determined by GEOID03.
 BT1484
 BT1484.The dynamic height is computed by dividing the NAVD 88
 BT1484.geopotential number by the normal gravity value computed on the
 BT1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1484.degrees latitude (g = 980.6199 gals.).
 BT1484
 BT1484.The modeled gravity was interpolated from observed gravity values.
 BT1484
 BT1484;                    North         East     Units Scale Factor Converg.
 BT1484;SPC AL E     -   143,411.812   200,800.090   MT  0.99996001   +0 00 16.0
 BT1484;UTM  16      - 3,518,152.772   611,247.414   MT  0.99975263   +0 37 09.1
 BT1484
 BT1484!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1484!SPC AL E     -   0.99997996  x   0.99996001  =   0.99993997
 BT1484!UTM  16      -   0.99997996  x   0.99975263  =   0.99973259
 BT1484
 BT1484                          SUPERSEDED SURVEY CONTROL
 BT1484
 BT1484  ELLIP H (11/30/94)  127.66   (m)                       GP(       ) 4 1
 BT1484  NGVD 29 (11/30/94)  154.06   (m)          505.4    (f) LEVELING    3  
 BT1484
 BT1484.Superseded values are not recommended for survey control.
 BT1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1484.See file dsdata.txt to determine how the superseded data were derived.
 BT1484
 BT1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA1124718153(NAD 83)
 BT1484_MARKER: I = METAL ROD
 BT1484_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1484_SP_SET: STAINLESS STEEL ROD
 BT1484_STAMPING: D 455 1981
 BT1484_MARK LOGO: NGS   
 BT1484_PROJECTION: FLUSH
 BT1484_MAGNETIC: I = MARKER IS A STEEL ROD
 BT1484_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1484_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1484+SATELLITE: SATELLITE OBSERVATIONS - September 15, 1992
 BT1484_ROD/PIPE-DEPTH: 7.3  meters
 BT1484
 BT1484  HISTORY     - Date     Condition        Report By
 BT1484  HISTORY     - 1981     MONUMENTED       NGS
 BT1484  HISTORY     - 19920915 GOOD             ALHD
 BT1484
 BT1484                          STATION DESCRIPTION
 BT1484
 BT1484'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1484'3.0 KM (1.9 MI) SOUTH FROM BANKS.
 BT1484'3.0 KILOMETERS (1.9 MILES) SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 BT1484'JUNCTION OF US HIGHWAY 29 IN BANKS, TO THE JUNCTION OF STATE HIGHWAY
 BT1484'201, AND THE MARK ON THE LEFT, 13.72 METERS (45.0 FEET) NORTHEAST OF
 BT1484'THE CENTER LINE OF THE HIGHWAY, 7.93 METERS (26.0 FEET) SOUTHEAST
 BT1484'OF THE CENTER LINE OF STATE HIGHWAY 201, 4.88 METERS (16.0 FEET)
 BT1484'SOUTHWEST OF THE SOUTHWEST RAIL OF THE RAILROAD TRACKS, 1.31 METERS
 BT1484'(4.3 FEET) SOUTH-SOUTHWEST OF THE RAILROAD CROSSING LIGHT.
 BT1484'THE MARK IS 0.50 METERS  NW FROM A WITNESS POST.
 BT1484'THE MARK IS 0.5 M ABOVE HIGHWAY.
 BT1484
 BT1484                          STATION RECOVERY (1992)
 BT1484
 BT1484'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992 (CSO)
 BT1484'THE STATION IS LOCATED IN THE SOUTHEAST QUADRANT OF THE INTERSECTION
 BT1484'OF ALA 93, ALA 201 AND PIKE COUNTY ROAD NO. 18, (MILE POST 6.60 ON ALA
 BT1484'93 AND MILE POST 0.00 ON ALA 201), ABOUT 5.05 MI (8.13 KM) NORTH OF
 BT1484'BRUDIDGE AND ABOUT 8.75 MI (14.08 KM) EAST OF TROY. THE STATION IS 1.5
 BT1484'FT (0.5 M) NORTHWEST OF A METEL WITNESS POST AND SIGN, 4.8 FT (1.5 M)
 BT1484'SOUTH-SOUTHWEST OF A FLASHING RAILROAD SIGNAL, 16.1 FT (4.9 M)
 BT1484'SOUTHWEST OF THE SOUTHWEST RAIL OF A RAILROAD TRACK, 21.1 FT (6.4 M)
 BT1484'SOUTHWEST OF THE NORTHEAST RAIL OF A RAILROAD TRACK, 27.0 FT (8.2 M)
 BT1484'SOUTHEAST OF THE CENTERLINE OF ALA 201, 42.5 FT (13.0 M) NORTHEAST OF
 BT1484'THE CENTERLINE OF ALA 93 AND 45.9 FT (14.0 M) EAST OF THE CENTER OF
 BT1484'THE INTERSECTION OF ALA 93, ALA 201 AND PIKE COUNTY ROAD NO. 18.
 BT1484'STATION 55-34 1992 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1485 ***********************************************************************
 BT1485  DESIGNATION -  D 456
 BT1485  PID         -  BT1485
 BT1485  STATE/COUNTY-  AL/PIKE
 BT1485  USGS QUAD   -  BANKS (1968)
 BT1485
 BT1485                         *CURRENT SURVEY CONTROL
 BT1485  ___________________________________________________________________
 BT1485* NAD 83(1986)-  31 47 58.     (N)    085 50 00.     (W)     SCALED    
 BT1485* NAVD 88     -       162.535  (meters)     533.25   (feet)  ADJUSTED  
 BT1485  ___________________________________________________________________
 BT1485  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT1485  DYNAMIC HT  -         162.343 (meters)     532.62  (feet)  COMP
 BT1485  MODELED GRAV-     979,449.9   (mgal)                       NAVD 88
 BT1485
 BT1485  VERT ORDER  -  FIRST     CLASS II
 BT1485
 BT1485.The horizontal coordinates were scaled from a topographic map and have
 BT1485.an estimated accuracy of +/- 6 seconds.
 BT1485
 BT1485.The orthometric height was determined by differential leveling
 BT1485.and adjusted by the National Geodetic Survey in June 1991..
 BT1485
 BT1485.The geoid height was determined by GEOID03.
 BT1485
 BT1485.The dynamic height is computed by dividing the NAVD 88
 BT1485.geopotential number by the normal gravity value computed on the
 BT1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1485.degrees latitude (g = 980.6199 gals.).
 BT1485
 BT1485.The modeled gravity was interpolated from observed gravity values.
 BT1485
 BT1485;                    North         East    Units  Estimated Accuracy
 BT1485;SPC AL E     -   144,070.      200,000.      MT  (+/- 180 meters Scaled)
 BT1485
 BT1485                          SUPERSEDED SURVEY CONTROL
 BT1485
 BT1485.No superseded survey control is available for this station.
 BT1485
 BT1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA104187(NAD 83)
 BT1485_MARKER: I = METAL ROD
 BT1485_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BT1485_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BT1485_STAMPING: D 456 1981
 BT1485_MARK LOGO: NGS   
 BT1485_PROJECTION: FLUSH
 BT1485_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT1485+STABILITY: POSITION/ELEVATION WELL
 BT1485_ROD/PIPE-DEPTH: 22.3 meters
 BT1485_SLEEVE-DEPTH  : 6.0 meters
 BT1485
 BT1485  HISTORY     - Date     Condition        Report By
 BT1485  HISTORY     - 1981     MONUMENTED       NGS
 BT1485
 BT1485                          STATION DESCRIPTION
 BT1485
 BT1485'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1485'1.88 KM (1.15 MI) SE FROM BANKS.
 BT1485'1.88 KILOMETERS (1.15 MILES) SOUTHEAST ALONG STATE HIGHWAY 93 FROM THE
 BT1485'JUNCTION OF US HIGHWAY 29 IN BANKS, TO THE MARK ON THE RIGHT, AT THE
 BT1485'NORTHWEST CORNER OF THE BANKS ELEMENTARY SCHOOL AND IN LINE WITH THE
 BT1485'WEST FACE OF THE SCHOOL, 30.48 METERS (100.0 FEET) WEST-SOUTHWEST OF
 BT1485'THE CENTER LINE OF THE HIGHWAY, 10.52 METERS (34.5 FEET) WEST OF THE
 BT1485'CENTER OF THE NORTH DOUBLE ENTRANCE DOORS TO THE SCHOOL, 10.52 METERS
 BT1485'(34.5 FEET) SOUTHWEST OF THE SOUTHWEST LEG OF THE WEST ONE OF TWO GAS
 BT1485'TANKS, 0.85 METER (2.6 FEET) NORTH OF THE NORTHWEST CORNER OF THE
 BT1485'SCHOOL.
 BT1485'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1458 ***********************************************************************
 BT1458  DESIGNATION -  D 457
 BT1458  PID         -  BT1458
 BT1458  STATE/COUNTY-  AL/DALE
 BT1458  USGS QUAD   -  ARITON (1981)
 BT1458
 BT1458                         *CURRENT SURVEY CONTROL
 BT1458  ___________________________________________________________________
 BT1458* NAD 83(1986)-  31 32 01.     (N)    085 43 34.     (W)     SCALED    
 BT1458* NAVD 88     -       115.721  (meters)     379.66   (feet)  ADJUSTED  
 BT1458  ___________________________________________________________________
 BT1458  GEOID HEIGHT-         -26.32  (meters)                     GEOID03
 BT1458  DYNAMIC HT  -         115.583 (meters)     379.21  (feet)  COMP
 BT1458  MODELED GRAV-     979,443.9   (mgal)                       NAVD 88
 BT1458
 BT1458  VERT ORDER  -  FIRST     CLASS II
 BT1458
 BT1458.The horizontal coordinates were scaled from a topographic map and have
 BT1458.an estimated accuracy of +/- 6 seconds.
 BT1458
 BT1458.The orthometric height was determined by differential leveling
 BT1458.and adjusted by the National Geodetic Survey in June 1991..
 BT1458
 BT1458.The geoid height was determined by GEOID03.
 BT1458
 BT1458.The dynamic height is computed by dividing the NAVD 88
 BT1458.geopotential number by the normal gravity value computed on the
 BT1458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1458.degrees latitude (g = 980.6199 gals.).
 BT1458
 BT1458.The modeled gravity was interpolated from observed gravity values.
 BT1458
 BT1458;                    North         East    Units  Estimated Accuracy
 BT1458;SPC AL E     -   114,600.      210,180.      MT  (+/- 180 meters Scaled)
 BT1458
 BT1458                          SUPERSEDED SURVEY CONTROL
 BT1458
 BT1458.No superseded survey control is available for this station.
 BT1458
 BT1458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV209894(NAD 83)
 BT1458_MARKER: I = METAL ROD
 BT1458_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1458_SP_SET: STAINLESS STEEL ROD
 BT1458_STAMPING: D 457 1981
 BT1458_MARK LOGO: NGS   
 BT1458_PROJECTION: FLUSH
 BT1458_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1458_ROD/PIPE-DEPTH: 20.7 meters
 BT1458
 BT1458  HISTORY     - Date     Condition        Report By
 BT1458  HISTORY     - 1981     MONUMENTED       NGS
 BT1458  HISTORY     - 19870827 GOOD             USPSQD
 BT1458
 BT1458                          STATION DESCRIPTION
 BT1458
 BT1458'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1458'11.65 KM (725 MI) NW FROM OZARK.
 BT1458'11.65 KILOMETERS (7.25 MILES) NORTHWEST ALONG US HIGHWAY 231 FROM
 BT1458'THE JUNCTION OF STATE HIGHWAY 249 IN OZARK TO THE MARK ON THE
 BT1458'RIGHT, 0.2 KILOMETER (0.1 MILE) NORTHWEST MILEPOST 51, 6.30
 BT1458'METERS (22.0 FEET) NORTHEAST OF THE CENTER LINE OF THE NORTHBOUND
 BT1458'LANE OF THE HIGHWAY, 8.84 METERS (29.0 FEET) NORTHWEST OF THE
 BT1458'SOUTHEAST END OF A GUARDRAIL, 0.31 METER (1.0 FOOT) NORTHEAST OF THE
 BT1458'GUARDRAIL.
 BT1458'THE MARK IS 0.64 METERS  SE FROM A WITNESS POST.
 BT1458'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BT1458
 BT1458                          STATION RECOVERY (1987)
 BT1458
 BT1458'RECOVERY NOTE BY US POWER SQUADRON 1987 (GWM)
 BT1458'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1414 ***********************************************************************
 BT1414  DESIGNATION -  D 458
 BT1414  PID         -  BT1414
 BT1414  STATE/COUNTY-  AL/HOUSTON
 BT1414  USGS QUAD   -  DOTHAN WEST (1981)
 BT1414
 BT1414                         *CURRENT SURVEY CONTROL
 BT1414  ___________________________________________________________________
 BT1414* NAD 83(1986)-  31 14 40.     (N)    085 24 29.     (W)     SCALED    
 BT1414* NAVD 88     -       103.432  (meters)     339.34   (feet)  ADJUSTED  
 BT1414  ___________________________________________________________________
 BT1414  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BT1414  DYNAMIC HT  -         103.303 (meters)     338.92  (feet)  COMP
 BT1414  MODELED GRAV-     979,398.8   (mgal)                       NAVD 88
 BT1414
 BT1414  VERT ORDER  -  FIRST     CLASS II
 BT1414
 BT1414.The horizontal coordinates were scaled from a topographic map and have
 BT1414.an estimated accuracy of +/- 6 seconds.
 BT1414
 BT1414.The orthometric height was determined by differential leveling
 BT1414.and adjusted by the National Geodetic Survey in June 1991..
 BT1414
 BT1414.The geoid height was determined by GEOID03.
 BT1414
 BT1414.The dynamic height is computed by dividing the NAVD 88
 BT1414.geopotential number by the normal gravity value computed on the
 BT1414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1414.degrees latitude (g = 980.6199 gals.).
 BT1414
 BT1414.The modeled gravity was interpolated from observed gravity values.
 BT1414
 BT1414;                    North         East    Units  Estimated Accuracy
 BT1414;SPC AL E     -    82,610.      240,510.      MT  (+/- 180 meters Scaled)
 BT1414
 BT1414                          SUPERSEDED SURVEY CONTROL
 BT1414
 BT1414.No superseded survey control is available for this station.
 BT1414
 BT1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV515577(NAD 83)
 BT1414_MARKER: I = METAL ROD
 BT1414_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1414_SP_SET: STAINLESS STEEL ROD
 BT1414_STAMPING: D 458 1981
 BT1414_MARK LOGO: NGS   
 BT1414_PROJECTION: FLUSH
 BT1414_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1414_ROD/PIPE-DEPTH: 6.2  meters
 BT1414
 BT1414  HISTORY     - Date     Condition        Report By
 BT1414  HISTORY     - 1981     MONUMENTED       NGS
 BT1414
 BT1414                          STATION DESCRIPTION
 BT1414
 BT1414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1414'0.55 KM (0.35 MI) NW FROM DOTHAN.
 BT1414'0.55 KILOMETER (0.35 MILE) NORTHWEST ALONG DENTON ROAD FROM THE
 BT1414'JUNCTION OF US HIGHWAY 231 BUSINESS IN DOTHAN, TO HOUSE NUMBER 1407
 BT1414'AND THE MARK ON THE LEFT, 8.68 METERS (28.5 FEET) WEST OF THE CENTER
 BT1414'LINE OF THE ROAD, 16.86 METERS (55.3 FEET) EAST-SOUTHEAST OF THE
 BT1414'SOUTHEAST CORNER OF THE HOUSE, 3.35 METERS (11.0 FEET) NORTH OF A
 BT1414'UTILITY POLE WITH A STREET LAMP, 0.78 METER (2.6 FEET) NORTHWEST OF A
 BT1414'FIRE HYDRANT.
 BT1414'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2321 ***********************************************************************
 DH2321  DESIGNATION -  D 459
 DH2321  PID         -  DH2321
 DH2321  STATE/COUNTY-  AL/BIBB
 DH2321  USGS QUAD   -  ALDRICH (1979)
 DH2321
 DH2321                         *CURRENT SURVEY CONTROL
 DH2321  ___________________________________________________________________
 DH2321* NAD 83(1986)-  33 02 46.     (N)    086 54 18.     (W)     SCALED    
 DH2321* NAVD 88     -       121.874  (meters)     399.85   (feet)  ADJUSTED  
 DH2321  ___________________________________________________________________
 DH2321  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH2321  DYNAMIC HT  -         121.736 (meters)     399.40  (feet)  COMP
 DH2321  MODELED GRAV-     979,503.8   (mgal)                       NAVD 88
 DH2321
 DH2321  VERT ORDER  -  FIRST     CLASS II
 DH2321
 DH2321.The horizontal coordinates were scaled from a topographic map and have
 DH2321.an estimated accuracy of +/- 6 seconds.
 DH2321
 DH2321.The orthometric height was determined by differential leveling
 DH2321.and adjusted by the National Geodetic Survey in June 1991..
 DH2321
 DH2321.The geoid height was determined by GEOID03.
 DH2321
 DH2321.The dynamic height is computed by dividing the NAVD 88
 DH2321.geopotential number by the normal gravity value computed on the
 DH2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2321.degrees latitude (g = 980.6199 gals.).
 DH2321
 DH2321.The modeled gravity was interpolated from observed gravity values.
 DH2321
 DH2321;                    North         East    Units  Estimated Accuracy
 DH2321;SPC AL W     -   337,880.      655,570.      MT  (+/- 180 meters Scaled)
 DH2321
 DH2321                          SUPERSEDED SURVEY CONTROL
 DH2321
 DH2321.No superseded survey control is available for this station.
 DH2321
 DH2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB088564(NAD 83)
 DH2321_MARKER: I = METAL ROD
 DH2321_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2321_SP_SET: STAINLESS STEEL ROD
 DH2321_STAMPING: D 459 1981
 DH2321_MARK LOGO: NGS   
 DH2321_PROJECTION: FLUSH
 DH2321_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2321_ROD/PIPE-DEPTH: 9.8  meters
 DH2321
 DH2321  HISTORY     - Date     Condition        Report By
 DH2321  HISTORY     - 1981     MONUMENTED       NGS
 DH2321
 DH2321                          STATION DESCRIPTION
 DH2321
 DH2321'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DH2321'16.9 KM (10.5 MI) NORTH FROM RANDOLPH.
 DH2321'16.9 KILOMETERS (10.5 MILES) NORTH ALONG STATE HIGHWAY 139 FROM
 DH2321'THE JUNCTION OF COUNTY ROAD 36 IN RANDOLPH AND THE MARK ON THE LEFT,
 DH2321'20.43 METERS (67.0 FEET) WEST OF THE CENTER OF THE HIGHWAY, 7.93
 DH2321'METERS (26.9 FEET) SOUTH OF THE CENTER OF A PAVED ROAD LEADING
 DH2321'WEST, 2.68 METERS (8.8 FEET) EAST OF A POWER POLE NUMBER XD345.
 DH2321'THE MARK IS 0.40 METERS  N FROM A WITNESS POST.
 DH2321'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0167 ***********************************************************************
 EG0167  DESIGNATION -  D 46
 EG0167  PID         -  EG0167
 EG0167  STATE/COUNTY-  AL/FRANKLIN
 EG0167  USGS QUAD   -  HALLTOWN (1976)
 EG0167
 EG0167                         *CURRENT SURVEY CONTROL
 EG0167  ___________________________________________________________________
 EG0167* NAD 83(1986)-  34 22 38.     (N)    088 03 42.     (W)     SCALED    
 EG0167* NAVD 88     -       215.674  (meters)     707.59   (feet)  ADJUSTED  
 EG0167  ___________________________________________________________________
 EG0167  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 EG0167  DYNAMIC HT  -         215.455 (meters)     706.87  (feet)  COMP
 EG0167  MODELED GRAV-     979,615.8   (mgal)                       NAVD 88
 EG0167
 EG0167  VERT ORDER  -  SECOND    CLASS 0
 EG0167
 EG0167.The horizontal coordinates were scaled from a topographic map and have
 EG0167.an estimated accuracy of +/- 6 seconds.
 EG0167
 EG0167.The orthometric height was determined by differential leveling
 EG0167.and adjusted by the National Geodetic Survey in June 1991..
 EG0167
 EG0167.The geoid height was determined by GEOID03.
 EG0167
 EG0167.The dynamic height is computed by dividing the NAVD 88
 EG0167.geopotential number by the normal gravity value computed on the
 EG0167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0167.degrees latitude (g = 980.6199 gals.).
 EG0167
 EG0167.The modeled gravity was interpolated from observed gravity values.
 EG0167
 EG0167;                    North         East    Units  Estimated Accuracy
 EG0167;SPC AL W     -   485,500.      548,340.      MT  (+/- 180 meters Scaled)
 EG0167
 EG0167                          SUPERSEDED SURVEY CONTROL
 EG0167
 EG0167  NGVD 29 (??/??/92)  215.622  (m)          707.42   (f) ADJ UNCH    2 0
 EG0167
 EG0167.Superseded values are not recommended for survey control.
 EG0167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0167.See file dsdata.txt to determine how the superseded data were derived.
 EG0167
 EG0167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD023044(NAD 83)
 EG0167_MARKER: DB = BENCH MARK DISK
 EG0167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0167_STAMPING: D 46 1934
 EG0167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0167+STABILITY: SURFACE MOTION
 EG0167
 EG0167  HISTORY     - Date     Condition        Report By
 EG0167  HISTORY     - 1934     MONUMENTED       CGS
 EG0167  HISTORY     - 1950     MARK NOT FOUND   TVA
 EG0167  HISTORY     - 20050526 MARK NOT FOUND   ALHD
 EG0167
 EG0167                          STATION DESCRIPTION
 EG0167
 EG0167'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EG0167'IN VINA.
 EG0167'AT VINA, FRANKLIN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 365 FEET
 EG0167'WEST OF THE WEST SIDE OF THE STATION, 83 FEET WEST OF A MAIL CRANE,
 EG0167'24.4 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 14.6 FEET WEST OF
 EG0167'A CATTLE-LOADING PLATFORM, 1.7 FEET NORTH OF A FENCE, AND 0.7 FOOT
 EG0167'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 46
 EG0167'1934 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- A SIDETRACK HAS
 EG0167'BEEN BUILT IN POSITION DESCRIBED, AND MARK IS PROBABLY DESTROYED.
 EG0167
 EG0167                          STATION RECOVERY (2005)
 EG0167
 EG0167'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EG0167'REFERENCES GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2896 ***********************************************************************
 CN2896  DESIGNATION -  D 460
 CN2896  PID         -  CN2896
 CN2896  STATE/COUNTY-  AL/DALLAS
 CN2896  USGS QUAD   -  JONES (1982)
 CN2896
 CN2896                         *CURRENT SURVEY CONTROL
 CN2896  ___________________________________________________________________
 CN2896* NAD 83(1986)-  32 36 52.     (N)    086 55 48.     (W)     SCALED    
 CN2896* NAVD 88     -       150.824  (meters)     494.83   (feet)  ADJUSTED  
 CN2896  ___________________________________________________________________
 CN2896  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CN2896  DYNAMIC HT  -         150.650 (meters)     494.26  (feet)  COMP
 CN2896  MODELED GRAV-     979,483.0   (mgal)                       NAVD 88
 CN2896
 CN2896  VERT ORDER  -  FIRST     CLASS II
 CN2896
 CN2896.The horizontal coordinates were scaled from a topographic map and have
 CN2896.an estimated accuracy of +/- 6 seconds.
 CN2896
 CN2896.The orthometric height was determined by differential leveling
 CN2896.and adjusted by the National Geodetic Survey in June 1991..
 CN2896
 CN2896.The geoid height was determined by GEOID03.
 CN2896
 CN2896.The dynamic height is computed by dividing the NAVD 88
 CN2896.geopotential number by the normal gravity value computed on the
 CN2896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2896.degrees latitude (g = 980.6199 gals.).
 CN2896
 CN2896.The modeled gravity was interpolated from observed gravity values.
 CN2896
 CN2896;                    North         East    Units  Estimated Accuracy
 CN2896;SPC AL W     -   290,000.      653,500.      MT  (+/- 180 meters Scaled)
 CN2896
 CN2896                          SUPERSEDED SURVEY CONTROL
 CN2896
 CN2896.No superseded survey control is available for this station.
 CN2896
 CN2896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB065085(NAD 83)
 CN2896_MARKER: I = METAL ROD
 CN2896_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CN2896_SP_SET: STAINLESS STEEL ROD
 CN2896_STAMPING: D 460 1981
 CN2896_MARK LOGO: NGS   
 CN2896_PROJECTION: FLUSH
 CN2896_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2896_ROD/PIPE-DEPTH: 14.6 meters
 CN2896
 CN2896  HISTORY     - Date     Condition        Report By
 CN2896  HISTORY     - 1981     MONUMENTED       NGS
 CN2896
 CN2896                          STATION DESCRIPTION
 CN2896
 CN2896'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2896'6.3 KM (3.9 MI) SSW FROM PLANTERSVILLE.
 CN2896'6.3 KILOMETERS (3.9 MILES) SOUTH-SOUTHWEST ALONG COUNTY ROAD 63
 CN2896'(OLD U.S. HIGHWAY 22) FROM THE PLANTERSVILLE BAPTIST CHURCH IN
 CN2896'PLANTERSVILLE TO THE MARK ON THE RIGHT, THE MARK IS ON THE COUNTY
 CN2896'ROAD RIGHT-OF-WAY SOUTHWEST OF THE JUNCTION OF A PRIVATE WOODS ROAD
 CN2896'LEADING NORTHWEST, 12.96 METERS (42.5 FEET) NORTHWEST OF THE CENTER
 CN2896'LINE OF THE ROAD, 13.1 METERS (43 FEET) SOUTHWEST OF THE SOUTHWEST
 CN2896'GATE POST OF THE PRIVATE ROAD, 1.40 METERS (4.6 FEET) NORTHEAST
 CN2896'OF A LONE POWER POLE FENCE POST.
 CN2896'THE MARK IS 0.4 METERS  SE FROM A WITNESS POST.
 CN2896'THE MARK IS 0.91 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0873 ***********************************************************************
 EF0873  DESIGNATION -  D 47
 EF0873  PID         -  EF0873
 EF0873  STATE/COUNTY-  AL/WINSTON
 EF0873  USGS QUAD   -  DOUBLE SPRINGS (1969)
 EF0873
 EF0873                         *CURRENT SURVEY CONTROL
 EF0873  ___________________________________________________________________
 EF0873* NAD 83(1986)-  34 08 55.     (N)    087 24 16.     (W)     SCALED    
 EF0873* NAVD 88     -       245.842  (meters)     806.57   (feet)  ADJUSTED  
 EF0873  ___________________________________________________________________
 EF0873  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 EF0873  DYNAMIC HT  -         245.599 (meters)     805.77  (feet)  COMP
 EF0873  MODELED GRAV-     979,638.2   (mgal)                       NAVD 88
 EF0873
 EF0873  VERT ORDER  -  SECOND    CLASS 0
 EF0873
 EF0873.The horizontal coordinates were scaled from a topographic map and have
 EF0873.an estimated accuracy of +/- 6 seconds.
 EF0873
 EF0873.The orthometric height was determined by differential leveling
 EF0873.and adjusted by the National Geodetic Survey in June 1991..
 EF0873
 EF0873.The geoid height was determined by GEOID03.
 EF0873
 EF0873.The dynamic height is computed by dividing the NAVD 88
 EF0873.geopotential number by the normal gravity value computed on the
 EF0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0873.degrees latitude (g = 980.6199 gals.).
 EF0873
 EF0873.The modeled gravity was interpolated from observed gravity values.
 EF0873
 EF0873;                    North         East    Units  Estimated Accuracy
 EF0873;SPC AL W     -   460,010.      608,810.      MT  (+/- 180 meters Scaled)
 EF0873
 EF0873                          SUPERSEDED SURVEY CONTROL
 EF0873
 EF0873  NGVD 29 (??/??/92)  245.808  (m)          806.46   (f) ADJ UNCH    2 0
 EF0873
 EF0873.Superseded values are not recommended for survey control.
 EF0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0873.See file dsdata.txt to determine how the superseded data were derived.
 EF0873
 EF0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC627787(NAD 83)
 EF0873_MARKER: DB = BENCH MARK DISK
 EF0873_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0873_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0873_STAMPING: D 47 1934
 EF0873_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0873+STABILITY: SURFACE MOTION
 EF0873
 EF0873  HISTORY     - Date     Condition        Report By
 EF0873  HISTORY     - 1934     MONUMENTED       CGS
 EF0873  HISTORY     - 1967     MARK NOT FOUND   USGS
 EF0873  HISTORY     - 20050120 MARK NOT FOUND   ALHD
 EF0873
 EF0873                          STATION DESCRIPTION
 EF0873
 EF0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0873'IN DOUBLE SPRINGS.
 EF0873'AT DOUBLE SPRINGS, WINSTON COUNTY, ON STATE HIGHWAY 5, AT THE PUBLIC
 EF0873'SCHOOL, IN THE SOUTHWEST CORNER OF THE SCHOOLYARD, 18 YARDS WEST OF
 EF0873'THE WEST LINE OF THE SCHOOL BUILDINGS, 13 YARDS NORTH OF THE
 EF0873'CENTERLINE OF THE HIGHWAY, AND 4 FEET NORTH OF THE EDGE OF A BANK.  A
 EF0873'STANDARD DISK, STAMPED D 47 1934 AND SET IN THE TOP OF A CONCRETE
 EF0873'POST.
 EF0873
 EF0873                          STATION RECOVERY (1967)
 EF0873
 EF0873'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EF0873'MARK NOT FOUND.
 EF0873
 EF0873                          STATION RECOVERY (2005)
 EF0873
 EF0873'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0873'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1222 ***********************************************************************
 EF1222  DESIGNATION -  D 471
 EF1222  PID         -  EF1222
 EF1222  STATE/COUNTY-  AL/MORGAN
 EF1222  USGS QUAD   -  DECATUR (1982)
 EF1222
 EF1222                         *CURRENT SURVEY CONTROL
 EF1222  ___________________________________________________________________
 EF1222* NAD 83(1986)-  34 35 54.     (N)    086 58 50.     (W)     SCALED    
 EF1222* NAVD 88     -       176.085  (meters)     577.71   (feet)  ADJUSTED  
 EF1222  ___________________________________________________________________
 EF1222  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EF1222  DYNAMIC HT  -         175.914 (meters)     577.14  (feet)  COMP
 EF1222  MODELED GRAV-     979,663.3   (mgal)                       NAVD 88
 EF1222
 EF1222  VERT ORDER  -  FIRST     CLASS II
 EF1222
 EF1222.The horizontal coordinates were scaled from a topographic map and have
 EF1222.an estimated accuracy of +/- 6 seconds.
 EF1222
 EF1222.The orthometric height was determined by differential leveling
 EF1222.and adjusted by the National Geodetic Survey in June 1991..
 EF1222
 EF1222.The geoid height was determined by GEOID03.
 EF1222
 EF1222.The dynamic height is computed by dividing the NAVD 88
 EF1222.geopotential number by the normal gravity value computed on the
 EF1222.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1222.degrees latitude (g = 980.6199 gals.).
 EF1222
 EF1222.The modeled gravity was interpolated from observed gravity values.
 EF1222
 EF1222;                    North         East    Units  Estimated Accuracy
 EF1222;SPC AL W     -   510,010.      647,650.      MT  (+/- 180 meters Scaled)
 EF1222
 EF1222                          SUPERSEDED SURVEY CONTROL
 EF1222
 EF1222.No superseded survey control is available for this station.
 EF1222
 EF1222_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED017285(NAD 83)
 EF1222_MARKER: I = METAL ROD
 EF1222_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1222_SP_SET: STAINLESS STEEL ROD
 EF1222_STAMPING: D 471 1982
 EF1222_MARK LOGO: NGS   
 EF1222_PROJECTION: FLUSH
 EF1222_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1222_ROD/PIPE-DEPTH: 6.0  meters
 EF1222
 EF1222  HISTORY     - Date     Condition        Report By
 EF1222  HISTORY     - 1982     MONUMENTED       NGS
 EF1222  HISTORY     - 20050807 MARK NOT FOUND   GEOCAC
 EF1222
 EF1222                          STATION DESCRIPTION
 EF1222
 EF1222'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1222'IN DECATUR.
 EF1222'IN DECATUR, 1.3 KM (0.85 MI) SOUTH ALONG U.S. HIGHWAY 31 FROM THE
 EF1222'JUNCTION OF U.S. ALTERNATE 72 AND STATE HIGHWAY 20 AT THE SOUTH END OF
 EF1222'THE BRIDGE CROSSING THE TENNESSEE RIVER IN DECATUR, SET IN FRONT OF
 EF1222'THE VIETNAM VETERAN MEMORIAL MONUMENT LOCATED IN THE DELANO CITY PARK
 EF1222'AT JUNCTION OF 6TH AVENUE SE (U.S. HIGHWAY 31) AND PROSPECT DRIVE SE,
 EF1222'9.6 METERS (31.5 FT) WEST OF THE WEST CURB OF THE HIGHWAY, 17.6 METERS
 EF1222'(58.0 FT) NORTH OF THE CENTER OF PROSPECT DRIVE, 10.8 METERS (35.5 FT)
 EF1222'SOUTHEAST OF A POWER POLE, 0.8 METER (2.5 FT) WEST OF THE WEST FACE OF
 EF1222'THE MONUMENT, AND 18.2 METERS (60.0 FT) NORTHEAST OF A POWERLINE POLE
 EF1222'WITH A STREET LIGHT.
 EF1222'THE MARK IS ABOVE LEVEL WITH STREETS.
 EF1222
 EF1222                          STATION RECOVERY (2005)
 EF1222
 EF1222'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1222'MARK COULD NOT BE FOUND. LANDSCAPING AROND MONUMENT MAY HAVE COVERED
 EF1222'UP THE MARK. SEARCHED WITH A METAL DETECTING WAND AND STILL NO LUCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2392 ***********************************************************************
 DH2392  DESIGNATION -  D 473
 DH2392  PID         -  DH2392
 DH2392  STATE/COUNTY-  AL/BLOUNT
 DH2392  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH2392
 DH2392                         *CURRENT SURVEY CONTROL
 DH2392  ___________________________________________________________________
 DH2392* NAD 83(1986)-  33 55 11.     (N)    086 48 49.     (W)     SCALED    
 DH2392* NAVD 88     -       140.309  (meters)     460.33   (feet)  ADJUSTED  
 DH2392  ___________________________________________________________________
 DH2392  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DH2392  DYNAMIC HT  -         140.161 (meters)     459.84  (feet)  COMP
 DH2392  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 DH2392
 DH2392  VERT ORDER  -  FIRST     CLASS II
 DH2392
 DH2392.The horizontal coordinates were scaled from a topographic map and have
 DH2392.an estimated accuracy of +/- 6 seconds.
 DH2392
 DH2392.The orthometric height was determined by differential leveling
 DH2392.and adjusted by the National Geodetic Survey in June 1991..
 DH2392
 DH2392.The geoid height was determined by GEOID03.
 DH2392
 DH2392.The dynamic height is computed by dividing the NAVD 88
 DH2392.geopotential number by the normal gravity value computed on the
 DH2392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2392.degrees latitude (g = 980.6199 gals.).
 DH2392
 DH2392.The modeled gravity was interpolated from observed gravity values.
 DH2392
 DH2392;                    North         East    Units  Estimated Accuracy
 DH2392;SPC AL W     -   434,830.      663,470.      MT  (+/- 180 meters Scaled)
 DH2392
 DH2392                          SUPERSEDED SURVEY CONTROL
 DH2392
 DH2392.No superseded survey control is available for this station.
 DH2392
 DH2392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC172532(NAD 83)
 DH2392_MARKER: DB = BENCH MARK DISK
 DH2392_SETTING: 66 = SET IN ROCK OUTCROP
 DH2392_SP_SET: ROCK OUTCROP
 DH2392_STAMPING: D 473 1982
 DH2392_MARK LOGO: NGS   
 DH2392_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2392+STABILITY: POSITION/ELEVATION WELL
 DH2392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2392+SATELLITE: SATELLITE OBSERVATIONS - July 12, 2006
 DH2392
 DH2392  HISTORY     - Date     Condition        Report By
 DH2392  HISTORY     - 1982     MONUMENTED       NGS
 DH2392  HISTORY     - 20060712 GOOD             INDIV
 DH2392
 DH2392                          STATION DESCRIPTION
 DH2392
 DH2392'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2392'1.8 KM (1.15 MI) SOUTH FROM BLOUNT SPRINGS.
 DH2392'1.8 KM (1.15 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE BLOUNT
 DH2392'SPRINGS BAPTIST CHURCH IN BLOUNT SPRINGS, SET IN A MASSIVE ROCK
 DH2392'OUTCROP FORMATION, 18.9 METERS (62.0 FT) SOUTHEAST OF THE CENTERLINE
 DH2392'OF THE HIGHWAY, AND 3.35 METERS (11.0 FT) WEST-NORTHWEST OF A TWIN
 DH2392'TRUNKED PINE TREE.
 DH2392'THE MARK IS 0.6 METERS  W FROM A WITNESS POST.
 DH2392'THE MARK IS 1.8 M ABOVE HIGHWAY.
 DH2392
 DH2392                          STATION RECOVERY (2006)
 DH2392
 DH2392'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2006 (JNL)
 DH2392'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1269 ***********************************************************************
 EF1269  DESIGNATION -  D 474
 EF1269  PID         -  EF1269
 EF1269  STATE/COUNTY-  AL/LIMESTONE
 EF1269  USGS QUAD   -  TANNER (1982)
 EF1269
 EF1269                         *CURRENT SURVEY CONTROL
 EF1269  ___________________________________________________________________
 EF1269* NAD 83(1986)-  34 37 43.     (N)    086 56 06.     (W)     SCALED    
 EF1269* NAVD 88     -       182.953  (meters)     600.24   (feet)  ADJUSTED  
 EF1269  ___________________________________________________________________
 EF1269  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 EF1269  DYNAMIC HT  -         182.777 (meters)     599.66  (feet)  COMP
 EF1269  MODELED GRAV-     979,665.6   (mgal)                       NAVD 88
 EF1269
 EF1269  VERT ORDER  -  FIRST     CLASS II
 EF1269
 EF1269.The horizontal coordinates were scaled from a topographic map and have
 EF1269.an estimated accuracy of +/- 6 seconds.
 EF1269
 EF1269.The orthometric height was determined by differential leveling
 EF1269.and adjusted by the National Geodetic Survey in June 1991..
 EF1269
 EF1269.The geoid height was determined by GEOID03.
 EF1269
 EF1269.The dynamic height is computed by dividing the NAVD 88
 EF1269.geopotential number by the normal gravity value computed on the
 EF1269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1269.degrees latitude (g = 980.6199 gals.).
 EF1269
 EF1269.The modeled gravity was interpolated from observed gravity values.
 EF1269
 EF1269;                    North         East    Units  Estimated Accuracy
 EF1269;SPC AL W     -   513,390.      651,810.      MT  (+/- 180 meters Scaled)
 EF1269
 EF1269                          SUPERSEDED SURVEY CONTROL
 EF1269
 EF1269.No superseded survey control is available for this station.
 EF1269
 EF1269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED059318(NAD 83)
 EF1269_MARKER: I = METAL ROD
 EF1269_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1269_SP_SET: STAINLESS STEEL ROD
 EF1269_STAMPING: D 474 1982
 EF1269_MARK LOGO: NGS   
 EF1269_PROJECTION: FLUSH
 EF1269_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1269_ROD/PIPE-DEPTH: 4.8  meters
 EF1269
 EF1269  HISTORY     - Date     Condition        Report By
 EF1269  HISTORY     - 1982     MONUMENTED       NGS
 EF1269
 EF1269                          STATION DESCRIPTION
 EF1269
 EF1269'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1269'4.7 KM (2.9 MI) NE FROM DECATUR.
 EF1269'3.2 KM (2.0 MI) NORTHEAST ALONG U.S. HIGHWAY 31 AND 72 ALTERNATE AND
 EF1269'STATE HIGHWAY 20 EAST FROM THE JUNCTION OF STATE HIGHWAY 20 WEST AND
 EF1269'U.S. HIGHWAY 72 ALTERNATE IN DECATUR, THENCE 1.4 KM (0.9 MI) EAST
 EF1269'ALONG STATE HIGHWAY 20 AND U.S. HIGHWAY 72 ALTERNATE, ALSO 5.1 KM
 EF1269'(3.15 MI) WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF COUNTY ROAD
 EF1269'71 NORTH IN MOORESVILLE, SET NEAR A POWERLINE POLE AT A FARM HOUSE,
 EF1269'17.07 METERS (56.0 FT) NORTH OF THE CENTERLINE OF THE TWO WESTBOUND
 EF1269'TRAFFIC LANES, 43.28 METERS (142.0 FT) SOUTHEAST OF THE SOUTHEAST
 EF1269'CORNER OF A HOUSE, 17.83 METERS (58.5 FT) EAST OF A TELEPHONE JUNCTION
 EF1269'BOX, 12.50 METERS (41.0 FT) EAST OF THE CENTER OF A PRIVATE DRIVE, AND
 EF1269'0.76 METERS (2.5 FT) WEST OF A POWERLINE POLE WITH TWO TRANSFORMERS
 EF1269'ATTACHED.
 EF1269'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EF1269'THE MARK IS 1.2 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2409 ***********************************************************************
 DH2409  DESIGNATION -  D 474 X
 DH2409  PID         -  DH2409
 DH2409  STATE/COUNTY-  AL/JEFFERSON
 DH2409  USGS QUAD   -  GARDENDALE (1979)
 DH2409
 DH2409                         *CURRENT SURVEY CONTROL
 DH2409  ___________________________________________________________________
 DH2409* NAD 83(1986)-  33 44 15.     (N)    086 48 55.     (W)     SCALED    
 DH2409* NAVD 88     -       122.756  (meters)     402.74   (feet)  ADJUSTED  
 DH2409  ___________________________________________________________________
 DH2409  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DH2409  DYNAMIC HT  -         122.624 (meters)     402.31  (feet)  COMP
 DH2409  MODELED GRAV-     979,562.0   (mgal)                       NAVD 88
 DH2409
 DH2409  VERT ORDER  -  FIRST     CLASS II
 DH2409
 DH2409.The horizontal coordinates were scaled from a topographic map and have
 DH2409.an estimated accuracy of +/- 6 seconds.
 DH2409
 DH2409.The orthometric height was determined by differential leveling
 DH2409.and adjusted by the National Geodetic Survey in June 1991..
 DH2409
 DH2409.The geoid height was determined by GEOID03.
 DH2409
 DH2409.The dynamic height is computed by dividing the NAVD 88
 DH2409.geopotential number by the normal gravity value computed on the
 DH2409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2409.degrees latitude (g = 980.6199 gals.).
 DH2409
 DH2409.The modeled gravity was interpolated from observed gravity values.
 DH2409
 DH2409;                    North         East    Units  Estimated Accuracy
 DH2409;SPC AL W     -   414,610.      663,450.      MT  (+/- 180 meters Scaled)
 DH2409
 DH2409                          SUPERSEDED SURVEY CONTROL
 DH2409
 DH2409.No superseded survey control is available for this station.
 DH2409
 DH2409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC171330(NAD 83)
 DH2409_MARKER: I = METAL ROD
 DH2409_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2409_SP_SET: STAINLESS STEEL ROD
 DH2409_STAMPING: D 474 X 1982
 DH2409_MARK LOGO: NGS   
 DH2409_PROJECTION: FLUSH
 DH2409_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2409+STABILITY: POSITION/ELEVATION WELL
 DH2409_ROD/PIPE-DEPTH: 4.0  meters
 DH2409
 DH2409  HISTORY     - Date     Condition        Report By
 DH2409  HISTORY     - 1982     MONUMENTED       NGS
 DH2409
 DH2409                          STATION DESCRIPTION
 DH2409
 DH2409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2409'3.9 KM (2.4 MI) SOUTH FROM KIMBERLY.
 DH2409'3.9 KM (2.4 MI) SOUTHERLY ALONG U.S. HIGHWAY 31 FROM THE CHURCH OF GOD
 DH2409'CHURCH IN KIMBERLY, 12.19 METERS (40.0 FT) EAST-SOUTHEAST OF THE
 DH2409'CENTERLINE OF U.S. HIGHWAY 31 NORTHBOUND, 18.29 METERS (60.0 FT)
 DH2409'NORTH-NORTHEAST OF THE CENTER OF A PAVED ROAD LEADING EAST, AND
 DH2409'21.76 METERS (71.4 FT) WEST-NORTHWEST OF A 36-INCH PINE TREE.  NOTE,
 DH2409'THE DATUM POINT IS STAMPED D 474.
 DH2409'THE MARK IS 4.1 METERS  SSE FROM A WITNESS POST.
 DH2409'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1292 ***********************************************************************
 EF1292  DESIGNATION -  D 475
 EF1292  PID         -  EF1292
 EF1292  STATE/COUNTY-  AL/MADISON
 EF1292  USGS QUAD   -  MERIDIANVILLE (1982)
 EF1292
 EF1292                         *CURRENT SURVEY CONTROL
 EF1292  ___________________________________________________________________
 EF1292* NAD 83(1986)-  34 46 25.     (N)    086 32 22.     (W)     SCALED    
 EF1292* NAVD 88     -       233.228  (meters)     765.18   (feet)  ADJUSTED  
 EF1292  ___________________________________________________________________
 EF1292  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 EF1292  DYNAMIC HT  -         232.992 (meters)     764.41  (feet)  COMP
 EF1292  MODELED GRAV-     979,616.8   (mgal)                       NAVD 88
 EF1292
 EF1292  VERT ORDER  -  FIRST     CLASS II
 EF1292
 EF1292.The horizontal coordinates were scaled from a topographic map and have
 EF1292.an estimated accuracy of +/- 6 seconds.
 EF1292
 EF1292.The orthometric height was determined by differential leveling
 EF1292.and adjusted by the National Geodetic Survey in June 1991..
 EF1292
 EF1292.The geoid height was determined by GEOID03.
 EF1292
 EF1292.The dynamic height is computed by dividing the NAVD 88
 EF1292.geopotential number by the normal gravity value computed on the
 EF1292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1292.degrees latitude (g = 980.6199 gals.).
 EF1292
 EF1292.The modeled gravity was interpolated from observed gravity values.
 EF1292
 EF1292;                    North         East    Units  Estimated Accuracy
 EF1292;SPC AL E     -   474,140.      135,370.      MT  (+/- 180 meters Scaled)
 EF1292
 EF1292                          SUPERSEDED SURVEY CONTROL
 EF1292
 EF1292.No superseded survey control is available for this station.
 EF1292
 EF1292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED421480(NAD 83)
 EF1292_MARKER: I = METAL ROD
 EF1292_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1292_SP_SET: STAINLESS STEEL ROD
 EF1292_STAMPING: D 475 1982
 EF1292_MARK LOGO: NGS   
 EF1292_PROJECTION: FLUSH
 EF1292_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1292_ROD/PIPE-DEPTH: 5.4  meters
 EF1292
 EF1292  HISTORY     - Date     Condition        Report By
 EF1292  HISTORY     - 1982     MONUMENTED       NGS
 EF1292
 EF1292                          STATION DESCRIPTION
 EF1292
 EF1292'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1292'2.9 KM (1.8 MI) NE FROM HUNTSVILLE.
 EF1292'2.9 KM (1.8 MI) NORTHEAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EF1292'ANDREW JACKSON WAY, SET AT THE ENTRANCE TO THE HARRIS HILL STABLES,
 EF1292'13.11 METERS (43.0 FT) SOUTH OF THE CENTERLINE OF THE TWO EASTBOUND
 EF1292'LANES OF THE HIGHWAY, 13.41 METERS (44.0 FT) WEST OF THE CENTER OF A
 EF1292'PRIVATE DRIVE TO THE HARRIS HILL FARM, 5.03 METERS (16.5 FT)
 EF1292'SOUTH-SOUTHEAST OF A METAL STREET LIGHT, 1.52 METERS (5.0 FT)
 EF1292'SOUTH-SOUTHWEST OF A POWERLINE POLE WITH A TRANSFORMER ATTACHED, AND
 EF1292'1.65 METERS (5.4 FT) NORTH OF A WOODEN FENCE.  NOTE, THE ROD WAS
 EF1292'DRIVEN TO REFUSAL.
 EF1292'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EF1292'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1317 ***********************************************************************
 EF1317  DESIGNATION -  D 476
 EF1317  PID         -  EF1317
 EF1317  STATE/COUNTY-  AL/JACKSON
 EF1317  USGS QUAD   -  LIM ROCK (1973)
 EF1317
 EF1317                         *CURRENT SURVEY CONTROL
 EF1317  ___________________________________________________________________
 EF1317* NAD 83(1986)-  34 40 16.     (N)    086 12 49.     (W)     SCALED    
 EF1317* NAVD 88     -       216.331  (meters)     709.75   (feet)  ADJUSTED  
 EF1317  ___________________________________________________________________
 EF1317  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 EF1317  DYNAMIC HT  -         216.113 (meters)     709.03  (feet)  COMP
 EF1317  MODELED GRAV-     979,621.9   (mgal)                       NAVD 88
 EF1317
 EF1317  VERT ORDER  -  FIRST     CLASS II
 EF1317
 EF1317.The horizontal coordinates were scaled from a topographic map and have
 EF1317.an estimated accuracy of +/- 6 seconds.
 EF1317
 EF1317.The orthometric height was determined by differential leveling
 EF1317.and adjusted by the National Geodetic Survey in June 1991..
 EF1317
 EF1317.The geoid height was determined by GEOID03.
 EF1317
 EF1317.The dynamic height is computed by dividing the NAVD 88
 EF1317.geopotential number by the normal gravity value computed on the
 EF1317.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1317.degrees latitude (g = 980.6199 gals.).
 EF1317
 EF1317.The modeled gravity was interpolated from observed gravity values.
 EF1317
 EF1317;                    North         East    Units  Estimated Accuracy
 EF1317;SPC AL E     -   462,610.      165,150.      MT  (+/- 180 meters Scaled)
 EF1317
 EF1317                          SUPERSEDED SURVEY CONTROL
 EF1317
 EF1317.No superseded survey control is available for this station.
 EF1317
 EF1317_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED720368(NAD 83)
 EF1317_MARKER: DB = BENCH MARK DISK
 EF1317_SETTING: 66 = SET IN ROCK OUTCROP
 EF1317_SP_SET: ROCK OUTCROP
 EF1317_STAMPING: D 476 1983
 EF1317_MARK LOGO: NGS   
 EF1317_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1317+STABILITY: POSITION/ELEVATION WELL
 EF1317
 EF1317  HISTORY     - Date     Condition        Report By
 EF1317  HISTORY     - 1983     MONUMENTED       NGS
 EF1317
 EF1317                          STATION DESCRIPTION
 EF1317
 EF1317'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1317'7.5 KM (4.65 MI) EAST FROM WOODVILLE.
 EF1317'7.5 KM (4.65 MI) EASTERLY ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 EF1317'IN WOODVILLE, SET IN A ROCK OUTCROP, 10.06 METERS (33.0 FT)
 EF1317'SOUTH-SOUTHEAST OF THE CENTERLINE OF STATE HIGHWAY 35, AND
 EF1317'117.04 METERS (384.0 FT) SOUTHWEST OF A PRIVATE DRIVE LEADING SOUTH
 EF1317'(SLOPE DISTANCE).
 EF1317'THE MARK IS 1.2 METERS  NE FROM A WITNESS POST.
 EF1317'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1334 ***********************************************************************
 EF1334  DESIGNATION -  D 477
 EF1334  PID         -  EF1334
 EF1334  STATE/COUNTY-  AL/MORGAN
 EF1334  USGS QUAD   -  TRINITY (1974)
 EF1334
 EF1334                         *CURRENT SURVEY CONTROL
 EF1334  ___________________________________________________________________
 EF1334* NAD 83(1986)-  34 37 11.     (N)    087 03 06.     (W)     SCALED    
 EF1334* NAVD 88     -       180.861  (meters)     593.37   (feet)  ADJUSTED  
 EF1334  ___________________________________________________________________
 EF1334  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EF1334  DYNAMIC HT  -         180.686 (meters)     592.80  (feet)  COMP
 EF1334  MODELED GRAV-     979,666.0   (mgal)                       NAVD 88
 EF1334
 EF1334  VERT ORDER  -  FIRST     CLASS II
 EF1334
 EF1334.The horizontal coordinates were scaled from a topographic map and have
 EF1334.an estimated accuracy of +/- 6 seconds.
 EF1334
 EF1334.The orthometric height was determined by differential leveling
 EF1334.and adjusted by the National Geodetic Survey in June 1991..
 EF1334
 EF1334.The geoid height was determined by GEOID03.
 EF1334
 EF1334.The dynamic height is computed by dividing the NAVD 88
 EF1334.geopotential number by the normal gravity value computed on the
 EF1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1334.degrees latitude (g = 980.6199 gals.).
 EF1334
 EF1334.The modeled gravity was interpolated from observed gravity values.
 EF1334
 EF1334;                    North         East    Units  Estimated Accuracy
 EF1334;SPC AL W     -   512,350.      641,110.      MT  (+/- 180 meters Scaled)
 EF1334
 EF1334                          SUPERSEDED SURVEY CONTROL
 EF1334
 EF1334.No superseded survey control is available for this station.
 EF1334
 EF1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD952308(NAD 83)
 EF1334_MARKER: I = METAL ROD
 EF1334_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1334_SP_SET: STAINLESS STEEL ROD
 EF1334_STAMPING: D 477 1983
 EF1334_MARK LOGO: NGS   
 EF1334_PROJECTION: FLUSH
 EF1334_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1334_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF1334+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 EF1334_ROD/PIPE-DEPTH: 6.4  meters
 EF1334
 EF1334  HISTORY     - Date     Condition        Report By
 EF1334  HISTORY     - 1983     MONUMENTED       NGS
 EF1334  HISTORY     - 20050106 GOOD             ALHD
 EF1334
 EF1334                          STATION DESCRIPTION
 EF1334
 EF1334'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1334'7.9 KM (4.9 MI) WEST FROM DECATUR.
 EF1334'0.65 KM (0.4 MI) NORTH ALONG WELL STREET NORTHEAST FROM THE POST
 EF1334'OFFICE IN DECATUR, THENCE 7.3 KM (4.5 MI) WEST ALONG U.S. HIGHWAY 72
 EF1334'ALTERNATE, AT THE JUNCTION OF FINLEY ISLAND ROAD LEADING NORTH,
 EF1334'19.8 METERS (65.0 FT) NORTH OF THE CENTERLINE OF THE HIGHWAY,
 EF1334'42.7 METERS (140.0 FT) EAST OF THE CENTERLINE OF THE NORTHBOUND LANE
 EF1334'OF THE ROAD, 1.1 METERS (3.6 FT) EAST OF A POWERLINE POLE, 3.7 METERS
 EF1334'(12.0 FT) EAST-SOUTHEAST OF A GAS PIPELINE VERTICAL VENT PIPE,
 EF1334'3.8 METERS (12.3 FT) SOUTHWEST OF A 3 METERS CONSTRUCTION AND FINLEY
 EF1334'ISLAND ROAD HIGHWAY SIGN, AND 14.3 METERS (47.0 FT) EAST OF A RIGHT OF
 EF1334'WAY SIGN.
 EF1334'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 EF1334'THE MARK IS 0.61 M ABOVE HIGHWAY.
 EF1334
 EF1334                          STATION RECOVERY (2005)
 EF1334
 EF1334'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1334'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1363 ***********************************************************************
 EF1363  DESIGNATION -  D 478
 EF1363  PID         -  EF1363
 EF1363  STATE/COUNTY-  AL/COLBERT
 EF1363  USGS QUAD   -  TUSCUMBIA (1971)
 EF1363
 EF1363                         *CURRENT SURVEY CONTROL
 EF1363  ___________________________________________________________________
 EF1363* NAD 83(1986)-  34 42 02.     (N)    087 38 02.     (W)     SCALED    
 EF1363* NAVD 88     -       156.895  (meters)     514.75   (feet)  ADJUSTED  
 EF1363  ___________________________________________________________________
 EF1363  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 EF1363  DYNAMIC HT  -         156.745 (meters)     514.25  (feet)  COMP
 EF1363  MODELED GRAV-     979,675.2   (mgal)                       NAVD 88
 EF1363
 EF1363  VERT ORDER  -  FIRST     CLASS II
 EF1363
 EF1363.The horizontal coordinates were scaled from a topographic map and have
 EF1363.an estimated accuracy of +/- 6 seconds.
 EF1363
 EF1363.The orthometric height was determined by differential leveling
 EF1363.and adjusted by the National Geodetic Survey in June 1991..
 EF1363
 EF1363.The geoid height was determined by GEOID03.
 EF1363
 EF1363.The dynamic height is computed by dividing the NAVD 88
 EF1363.geopotential number by the normal gravity value computed on the
 EF1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1363.degrees latitude (g = 980.6199 gals.).
 EF1363
 EF1363.The modeled gravity was interpolated from observed gravity values.
 EF1363
 EF1363;                    North         East    Units  Estimated Accuracy
 EF1363;SPC AL W     -   521,230.      587,730.      MT  (+/- 180 meters Scaled)
 EF1363
 EF1363                          SUPERSEDED SURVEY CONTROL
 EF1363
 EF1363.No superseded survey control is available for this station.
 EF1363
 EF1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD419400(NAD 83)
 EF1363_MARKER: I = METAL ROD
 EF1363_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1363_SP_SET: STAINLESS STEEL ROD
 EF1363_STAMPING: D 478 1983
 EF1363_MARK LOGO: NGS   
 EF1363_PROJECTION: FLUSH
 EF1363_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1363_ROD/PIPE-DEPTH: 6.09 meters
 EF1363
 EF1363  HISTORY     - Date     Condition        Report By
 EF1363  HISTORY     - 1983     MONUMENTED       NGS
 EF1363
 EF1363                          STATION DESCRIPTION
 EF1363
 EF1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1363'7.6 KM (4.75 MI) EAST FROM TUSCUMBIA.
 EF1363'1.8 KM (1.1 MI) SOUTH ALONG U.S. HIGHWAY 43 AND 72 BUSINESS ROUTE FROM
 EF1363'THE POLICE DEPARTMENT BUILDING IN TUSCUMBIA, THENCE 5.9 KM (3.65 MI)
 EF1363'EAST ALONG U.S. HIGHWAY 72 ALTERNATE AND STATE HIGHWAY 20, SET AT THE
 EF1363'JUNCTION OF STATE ROUTE 133, 26.70 METERS (87.6 FT) NORTH OF THE
 EF1363'CENTERLINE OF THE HIGHWAY, 24.17 METERS (79.3 FT) EAST OF THE
 EF1363'CENTERLINE OF STATE ROUTE 133, 9.97 METERS (32.7 FT) WEST-NORTHWEST OF
 EF1363'THE SOUTHWEST CORNER OF A CINDER BLOCK BUILDING, 7.16 METERS (23.5 FT)
 EF1363'SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF A SMALL ONE STORY HOUSE,
 EF1363'AND 1.52 METERS (5.0 FT) EAST OF A LARGE TREE.
 EF1363'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1481 ***********************************************************************
 EE1481  DESIGNATION -  D 479
 EE1481  PID         -  EE1481
 EE1481  STATE/COUNTY-  AL/JACKSON
 EE1481  USGS QUAD   -  HOLLYWOOD (1980)
 EE1481
 EE1481                         *CURRENT SURVEY CONTROL
 EE1481  ___________________________________________________________________
 EE1481* NAD 83(1986)-  34 44 07.     (N)    085 55 59.     (W)     SCALED    
 EE1481* NAVD 88     -       192.890  (meters)     632.84   (feet)  ADJUSTED  
 EE1481  ___________________________________________________________________
 EE1481  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE1481  DYNAMIC HT  -         192.699 (meters)     632.21  (feet)  COMP
 EE1481  MODELED GRAV-     979,642.7   (mgal)                       NAVD 88
 EE1481
 EE1481  VERT ORDER  -  FIRST     CLASS II
 EE1481
 EE1481.The horizontal coordinates were scaled from a topographic map and have
 EE1481.an estimated accuracy of +/- 6 seconds.
 EE1481
 EE1481.The orthometric height was determined by differential leveling
 EE1481.and adjusted by the National Geodetic Survey in June 1991..
 EE1481
 EE1481.The geoid height was determined by GEOID03.
 EE1481
 EE1481.The dynamic height is computed by dividing the NAVD 88
 EE1481.geopotential number by the normal gravity value computed on the
 EE1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1481.degrees latitude (g = 980.6199 gals.).
 EE1481
 EE1481.The modeled gravity was interpolated from observed gravity values.
 EE1481
 EE1481;                    North         East    Units  Estimated Accuracy
 EE1481;SPC AL E     -   469,670.      190,870.      MT  (+/- 180 meters Scaled)
 EE1481
 EE1481                          SUPERSEDED SURVEY CONTROL
 EE1481
 EE1481.No superseded survey control is available for this station.
 EE1481
 EE1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED976442(NAD 83)
 EE1481_MARKER: I = METAL ROD
 EE1481_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1481_SP_SET: STAINLESS STEEL ROD
 EE1481_STAMPING: D 479 1983
 EE1481_MARK LOGO: NGS   
 EE1481_PROJECTION: FLUSH
 EE1481_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1481_ROD/PIPE-DEPTH: 6.1  meters
 EE1481
 EE1481  HISTORY     - Date     Condition        Report By
 EE1481  HISTORY     - 1983     MONUMENTED       NGS
 EE1481
 EE1481                          STATION DESCRIPTION
 EE1481
 EE1481'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1481'3.2 KM (2.0 MI) NE FROM HOLLYWOOD.
 EE1481'3.2 KM (2.0 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 72 FROM THE POST
 EE1481'OFFICE IN HOLLYWOOD, 0.1 KM (0.05 MI) NORTHEAST OF MILE MARKER NUMBER
 EE1481'146, 10.67 METERS (35.0 FT) NORTH-NORTHWEST OF THE CENTERLINE OF THE
 EE1481'HIGHWAY, 32.92 METERS (108.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF
 EE1481'THE PAVED ENTRANCE TO THE BELLEFONTE NUCLEAR PLANT, AND 1.34 METERS
 EE1481'(4.4 FT) NORTHEAST OF A POWERLINE POLE WITH TRANSFORMER.
 EE1481'THE MARK IS 1.7 METERS  SW FROM A WITNESS POST.
 EE1481'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0461 ***********************************************************************
 EF0461  DESIGNATION -  D 48
 EF0461  PID         -  EF0461
 EF0461  STATE/COUNTY-  AL/CULLMAN
 EF0461  USGS QUAD   -  CULLMAN (1983)
 EF0461
 EF0461                         *CURRENT SURVEY CONTROL
 EF0461  ___________________________________________________________________
 EF0461* NAD 83(1986)-  34 12 22.     (N)    086 46 12.     (W)     SCALED    
 EF0461* NAVD 88     -       249.808  (meters)     819.58   (feet)  ADJUSTED  
 EF0461  ___________________________________________________________________
 EF0461  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 EF0461  DYNAMIC HT  -         249.549 (meters)     818.73  (feet)  COMP
 EF0461  MODELED GRAV-     979,589.1   (mgal)                       NAVD 88
 EF0461
 EF0461  VERT ORDER  -  SECOND    CLASS 0
 EF0461
 EF0461.The horizontal coordinates were scaled from a topographic map and have
 EF0461.an estimated accuracy of +/- 6 seconds.
 EF0461
 EF0461.The orthometric height was determined by differential leveling
 EF0461.and adjusted by the National Geodetic Survey in June 1991..
 EF0461
 EF0461.The geoid height was determined by GEOID03.
 EF0461
 EF0461.The dynamic height is computed by dividing the NAVD 88
 EF0461.geopotential number by the normal gravity value computed on the
 EF0461.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0461.degrees latitude (g = 980.6199 gals.).
 EF0461
 EF0461.The modeled gravity was interpolated from observed gravity values.
 EF0461
 EF0461;                    North         East    Units  Estimated Accuracy
 EF0461;SPC AL W     -   466,620.      667,270.      MT  (+/- 180 meters Scaled)
 EF0461
 EF0461                          SUPERSEDED SURVEY CONTROL
 EF0461
 EF0461  NGVD 29 (??/??/92)  249.765  (m)          819.44   (f) ADJ UNCH    2 0
 EF0461
 EF0461.Superseded values are not recommended for survey control.
 EF0461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0461.See file dsdata.txt to determine how the superseded data were derived.
 EF0461
 EF0461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC211850(NAD 83)
 EF0461_MARKER: DB = BENCH MARK DISK
 EF0461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0461_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0461_STAMPING: D 48 1934
 EF0461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0461+STABILITY: SURFACE MOTION
 EF0461
 EF0461  HISTORY     - Date     Condition        Report By
 EF0461  HISTORY     - 1934     MONUMENTED       CGS
 EF0461  HISTORY     - 1947     MARK NOT FOUND   NGS
 EF0461
 EF0461                          STATION DESCRIPTION
 EF0461
 EF0461'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EF0461'2.5 MI SW FROM SIMCOE.
 EF0461'2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 112 FROM THE PUBLIC SCHOOL AT
 EF0461'SIMCOE, CULLMAN COUNTY, 1.9 MILES NORTHEAST OF THE FORK IN THE HIGHWAY
 EF0461'AT EAST POINT STORE, ABOUT 1/4 MILE WEST OF A CONCRETE BRIDGE ON THE
 EF0461'HIGHWAY, 500 FEET WEST OF A HOUSE, AND 25 FEET SOUTH OF THE CENTERLINE
 EF0461'OF THE OLD HIGHWAY.  A STANDARD DISK, STAMPED D 48 1934 AND SET IN THE
 EF0461'TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1506 ***********************************************************************
 EE1506  DESIGNATION -  D 480
 EE1506  PID         -  EE1506
 EE1506  STATE/COUNTY-  AL/JACKSON
 EE1506  USGS QUAD   -  BRIDGEPORT (1983)
 EE1506
 EE1506                         *CURRENT SURVEY CONTROL
 EE1506  ___________________________________________________________________
 EE1506* NAD 83(1986)-  34 58 08.     (N)    085 43 48.     (W)     SCALED    
 EE1506* NAVD 88     -       188.925  (meters)     619.83   (feet)  ADJUSTED  
 EE1506  ___________________________________________________________________
 EE1506  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1506  DYNAMIC HT  -         188.740 (meters)     619.22  (feet)  COMP
 EE1506  MODELED GRAV-     979,651.9   (mgal)                       NAVD 88
 EE1506
 EE1506  VERT ORDER  -  FIRST     CLASS II
 EE1506
 EE1506.The horizontal coordinates were scaled from a topographic map and have
 EE1506.an estimated accuracy of +/- 6 seconds.
 EE1506
 EE1506.The orthometric height was determined by differential leveling
 EE1506.and adjusted by the National Geodetic Survey in June 1991..
 EE1506
 EE1506.The geoid height was determined by GEOID03.
 EE1506
 EE1506.The dynamic height is computed by dividing the NAVD 88
 EE1506.geopotential number by the normal gravity value computed on the
 EE1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1506.degrees latitude (g = 980.6199 gals.).
 EE1506
 EE1506.The modeled gravity was interpolated from observed gravity values.
 EE1506
 EE1506;                    North         East    Units  Estimated Accuracy
 EE1506;SPC AL E     -   495,590.      209,440.      MT  (+/- 180 meters Scaled)
 EE1506
 EE1506                          SUPERSEDED SURVEY CONTROL
 EE1506
 EE1506.No superseded survey control is available for this station.
 EE1506
 EE1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD159703(NAD 83)
 EE1506_MARKER: I = METAL ROD
 EE1506_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1506_SP_SET: STAINLESS STEEL ROD
 EE1506_STAMPING: D 480 1983
 EE1506_MARK LOGO: NGS   
 EE1506_PROJECTION: FLUSH
 EE1506_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1506_ROD/PIPE-DEPTH: 7.6  meters
 EE1506
 EE1506  HISTORY     - Date     Condition        Report By
 EE1506  HISTORY     - 1983     MONUMENTED       NGS
 EE1506
 EE1506                          STATION DESCRIPTION
 EE1506
 EE1506'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1506'2.3 KM (1.45 MI) NORTH FROM BRIDGEPORT.
 EE1506'0.1 KM (0.05 MI) SOUTHWESTERLY ALONG A PAVED ROAD (DIAMOND AVENUE)
 EE1506'FROM THE CHURCH OF CHRIST CHURCH IN BRIDGEPORT, THENCE 2.3 KM (1.4 MI)
 EE1506'NORTHERLY ALONG U.S. HIGHWAY 72, ALSO, 0.1 KM (0.05 MI) NORTHERLY
 EE1506'ALONG ELM AVENUE FROM THE POST OFFICE IN SOUTH PITTSBURG, THENCE
 EE1506'0.1 KM (0.05 MI) EASTERLY ALONG THIRD STREET, THENCE 5.6 KM (3.5 MI)
 EE1506'SOUTHERLY ALONG U.S. HIGHWAY 72, SET IN THE NORTHEAST ANGLE OF THE
 EE1506'JUNCTION OF COUNTY ROAD 74, 14.30 METERS (46.9 FT) EAST OF THE
 EE1506'CENTERLINE OF THE HIGHWAY, 18.90 METERS (62.0 FT) SOUTH OF THE CENTER
 EE1506'OF A DIM FARM ROAD LEADING EAST, 14.0 METERS (45.8 FT) NORTH OF THE
 EE1506'CENTER OF A TELEPHONE JUNCTION BOX, 6.70 METERS (22.0 FT) NORTH OF THE
 EE1506'EXTENDED CENTER OF COUNTY ROAD 74, 2.96 METERS (9.7 FT) WEST OF A
 EE1506'NORTH-SOUTH WIRE FENCE, AND 0.94 METERS (3.1 FT) NORTH-NORTHEAST OF
 EE1506'POWERLINE POLE NUMBER 31.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EE1506'THE MARK IS 2.3 METERS  S FROM A WITNESS POST.
 EE1506'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1387 ***********************************************************************
 EF1387  DESIGNATION -  D 481
 EF1387  PID         -  EF1387
 EF1387  STATE/COUNTY-  AL/LAUDERDALE
 EF1387  USGS QUAD   -  FLORENCE (1971)
 EF1387
 EF1387                         *CURRENT SURVEY CONTROL
 EF1387  ___________________________________________________________________
 EF1387* NAD 83(1986)-  34 47 19.     (N)    087 40 22.     (W)     SCALED    
 EF1387* NAVD 88     -       133.563  (meters)     438.20   (feet)  ADJUSTED  
 EF1387  ___________________________________________________________________
 EF1387  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 EF1387  DYNAMIC HT  -         133.435 (meters)     437.78  (feet)  COMP
 EF1387  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 EF1387
 EF1387  VERT ORDER  -  FIRST     CLASS II
 EF1387
 EF1387.The horizontal coordinates were scaled from a topographic map and have
 EF1387.an estimated accuracy of +/- 6 seconds.
 EF1387
 EF1387.The orthometric height was determined by differential leveling
 EF1387.and adjusted by the National Geodetic Survey in June 1991..
 EF1387
 EF1387.The geoid height was determined by GEOID03.
 EF1387
 EF1387.The dynamic height is computed by dividing the NAVD 88
 EF1387.geopotential number by the normal gravity value computed on the
 EF1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1387.degrees latitude (g = 980.6199 gals.).
 EF1387
 EF1387.The modeled gravity was interpolated from observed gravity values.
 EF1387
 EF1387;                    North         East    Units  Estimated Accuracy
 EF1387;SPC AL W     -   531,010.      584,190.      MT  (+/- 180 meters Scaled)
 EF1387
 EF1387                          SUPERSEDED SURVEY CONTROL
 EF1387
 EF1387.No superseded survey control is available for this station.
 EF1387
 EF1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD384498(NAD 83)
 EF1387_MARKER: I = METAL ROD
 EF1387_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1387_SP_SET: STAINLESS STEEL ROD
 EF1387_STAMPING: D 481 1983
 EF1387_MARK LOGO: NGS   
 EF1387_PROJECTION: FLUSH
 EF1387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1387_ROD/PIPE-DEPTH: 9.75 meters
 EF1387
 EF1387  HISTORY     - Date     Condition        Report By
 EF1387  HISTORY     - 1983     MONUMENTED       NGS
 EF1387
 EF1387                          STATION DESCRIPTION
 EF1387
 EF1387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1387'IN FLORENCE.
 EF1387'IN FLORENCE, 0.4 KM (0.25 MI) NORTH ALONG JACKSON HIGHWAY FROM THE
 EF1387'NORTH END OF THE ONEAL BRIDGE OVER THE TENNESSEE RIVER TO THE MARK ON
 EF1387'THE RIGHT, ON THE EAST SIDE OF MITCHELL BOULEVARD WHICH RUNS PARALLEL
 EF1387'TO THE JACKSON HIGHWAY, ALSO AT THE JUNCTION OF JANE WAY ROAD,
 EF1387'23.07 METERS (75.7 FT) EAST OF THE CENTERLINE OF THE HIGHWAY,
 EF1387'21.98 METERS (72.1 FT) WEST OF THE NORTHWEST CORNER OF A ONE LEVEL
 EF1387'WOOD AND BRICK BUILDING (AT PRESENT TIME THE DALES RESTAURANT),
 EF1387'19.75 METERS (64.8 FT) SOUTH OF THE APPROXIMATE CENTER OF JANE WAY
 EF1387'ROAD, 8.38 METERS (27.5 FT) EAST OF THE CENTERLINE OF MITCHELL
 EF1387'BOULEVARD, 3.17 METERS (10.4 FT) WEST OF THE EAST BRACE POST OF THE
 EF1387'SIGN FOR THE RESTAURANT, AND 2.96 METERS (9.7 FT) EAST OF THE WEST
 EF1387'BRACE POST OF THE SIGN FOR THE RESTAURANT.
 EF1387'THE MARK IS 0.61 METERS  E FROM A WITNESS POST.
 EF1387'THE MARK IS ABOVE LEVEL WITH MITCHELL BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1733 ***********************************************************************
 BH1733  DESIGNATION -  D 482
 BH1733  PID         -  BH1733
 BH1733  STATE/COUNTY-  AL/MOBILE
 BH1733  USGS QUAD   -  CODEN (1985)
 BH1733
 BH1733                         *CURRENT SURVEY CONTROL
 BH1733  ___________________________________________________________________
 BH1733* NAD 83(1986)-  30 25 57.     (N)    088 09 39.     (W)     SCALED    
 BH1733* NAVD 88     -         9.241  (meters)      30.32   (feet)  ADJUSTED  
 BH1733  ___________________________________________________________________
 BH1733  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH1733  DYNAMIC HT  -           9.229 (meters)      30.28  (feet)  COMP
 BH1733  MODELED GRAV-     979,328.4   (mgal)                       NAVD 88
 BH1733
 BH1733  VERT ORDER  -  FIRST     CLASS II
 BH1733
 BH1733.The horizontal coordinates were scaled from a topographic map and have
 BH1733.an estimated accuracy of +/- 6 seconds.
 BH1733
 BH1733.The orthometric height was determined by differential leveling
 BH1733.and adjusted by the National Geodetic Survey in June 1991..
 BH1733
 BH1733.The geoid height was determined by GEOID03.
 BH1733
 BH1733.The dynamic height is computed by dividing the NAVD 88
 BH1733.geopotential number by the normal gravity value computed on the
 BH1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1733.degrees latitude (g = 980.6199 gals.).
 BH1733
 BH1733.The modeled gravity was interpolated from observed gravity values.
 BH1733
 BH1733;                    North         East    Units  Estimated Accuracy
 BH1733;SPC AL W     -    48,130.      536,520.      MT  (+/- 180 meters Scaled)
 BH1733
 BH1733                          SUPERSEDED SURVEY CONTROL
 BH1733
 BH1733  NGVD 29 (06/24/99)    9.199  (m)           30.18   (f) ADJUSTED    1 2
 BH1733
 BH1733.Superseded values are not recommended for survey control.
 BH1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1733.See file dsdata.txt to determine how the superseded data were derived.
 BH1733
 BH1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU885672(NAD 83)
 BH1733_MARKER: I = METAL ROD
 BH1733_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH1733_SP_SET: STAINLESS STEEL ROD
 BH1733_STAMPING: D 482 1984
 BH1733_MARK LOGO: NGS   
 BH1733_PROJECTION: FLUSH
 BH1733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1733_ROD/PIPE-DEPTH: 18.3 meters
 BH1733
 BH1733  HISTORY     - Date     Condition        Report By
 BH1733  HISTORY     - 1984     MONUMENTED       NGS
 BH1733
 BH1733                          STATION DESCRIPTION
 BH1733
 BH1733'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1733'12.8 KM (7.95 MI) SOUTH FROM THEODORE.
 BH1733'12.8 KM (7.95 MI) SOUTH ALONG COUNTY ROAD 59 FROM THE FIRST BAPTIST
 BH1733'CHURCH IN THEODORE, AT THE SOUTHERNMOST ONE OF TWO ENTRANCES TO
 BH1733'BELINGRATH GARDENS, SET BETWEEN TWO WITNESS POST, 14.90 METERS
 BH1733'(48.9 FT) SOUTHWEST OF THE CENTERLINE OF THE ROAD, 4.82 METERS
 BH1733'(15.8 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF A FIELD ROAD LEADING
 BH1733'SOUTHWEST, 0.30 METERS (1.0 FT) SOUTHEAST OF THE EXTENDED CENTERLINE
 BH1733'OF BELINGRATH GARDENS ROAD, 2.44 METERS (8.0 FT) SOUTH-SOUTHWEST OF A
 BH1733'VERTICAL CONCRETE RIGHT OF WAY POST PROJECTING 4 FEET, 2.10 METERS
 BH1733'(6.9 FT) EAST OF A 62 CM (24-INCH) DIAMETER PINE TREE, 7.44 METERS
 BH1733'(24.4 FT) SOUTH-SOUTHWEST OF A POWERLINE POLE, AND 2.59 METERS
 BH1733'(8.5 FT) WEST OF A METAL VERTICAL SIGN POST WITH WORDS (THE EPISCOPAL
 BH1733'CHURCH).
 BH1733'THE MARK IS 0.30 METERS  SE FROM A WITNESS POST.
 BH1733'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4058 ***********************************************************************
 AB4058  DESIGNATION -  D 483
 AB4058  PID         -  AB4058
 AB4058  STATE/COUNTY-  AL/BALDWIN
 AB4058  USGS QUAD   -  ST ANDREWS BAY (1980)
 AB4058
 AB4058                         *CURRENT SURVEY CONTROL
 AB4058  ___________________________________________________________________
 AB4058* NAD 83(1986)-  30 14 02.     (N)    087 56 38.     (W)     SCALED    
 AB4058* NAVD 88     -         1.625  (meters)       5.33   (feet)  ADJUSTED  
 AB4058  ___________________________________________________________________
 AB4058  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 AB4058  DYNAMIC HT  -           1.622 (meters)       5.32  (feet)  COMP
 AB4058  MODELED GRAV-     979,322.2   (mgal)                       NAVD 88
 AB4058
 AB4058  VERT ORDER  -  FIRST     CLASS II
 AB4058
 AB4058.The horizontal coordinates were scaled from a topographic map and have
 AB4058.an estimated accuracy of +/- 6 seconds.
 AB4058
 AB4058.The orthometric height was determined by differential leveling
 AB4058.and adjusted by the National Geodetic Survey in July 2002..
 AB4058
 AB4058.The geoid height was determined by GEOID03.
 AB4058
 AB4058.The dynamic height is computed by dividing the NAVD 88
 AB4058.geopotential number by the normal gravity value computed on the
 AB4058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4058.degrees latitude (g = 980.6199 gals.).
 AB4058
 AB4058.The modeled gravity was interpolated from observed gravity values.
 AB4058
 AB4058;                    North         East    Units  Estimated Accuracy
 AB4058;SPC AL W     -    26,010.      557,270.      MT  (+/- 180 meters Scaled)
 AB4058
 AB4058                          SUPERSEDED SURVEY CONTROL
 AB4058
 AB4058.No superseded survey control is available for this station.
 AB4058
 AB4058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU091450(NAD 83)
 AB4058_MARKER: I = METAL ROD
 AB4058_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4058_STAMPING: D 483 1996
 AB4058_MARK LOGO: NGS   
 AB4058_PROJECTION: FLUSH
 AB4058_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4058_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4058_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4058+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 AB4058_ROD/PIPE-DEPTH: 25.6 meters
 AB4058_SLEEVE-DEPTH  : 0.9 meters
 AB4058
 AB4058  HISTORY     - Date     Condition        Report By
 AB4058  HISTORY     - 1996     MONUMENTED       NGS
 AB4058  HISTORY     - 20030403 GOOD             USPSQD
 AB4058  HISTORY     - 20040421 GOOD             USPSQD
 AB4058  HISTORY     - 20050710 GOOD             USPSQD
 AB4058
 AB4058                          STATION DESCRIPTION
 AB4058
 AB4058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4058'25.8 KM (16.05 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4058'OF STATE HIGHWAY 59 IN GULF SHORES, 26.8 M (87.9 FT) NORTHEAST OF
 AB4058'T-JUNCTION UTILITY POLE NUMBER 327, 24.8 M (81.4 FT) EAST OF THE
 AB4058'CENTER OF A DRIVEWAY, 11.6 M (38.1 FT) SOUTH OF THE HIGHWAY
 AB4058'CENTERLINE, 6.3 M (20.7 FT) WEST OF THE CENTER OF A DRIVEWAY LEADING
 AB4058'TO HOUSE NUMBER 4526, 1.9 M (6.2 FT) WEST OF A POST WITH NUMBERS 4526
 AB4058'ATTACHED, 0.5 M (1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY, AND 0.5 M
 AB4058'(1.6 FT) NORTH OF A WITNESS POST.  NOTE--ACCESS TO THE DATUM POINT IS
 AB4058'THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB4058'SPECIFICATIONS FOR A CLASS A MARK.
 AB4058
 AB4058                          STATION RECOVERY (2003)
 AB4058
 AB4058'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4058'RECOVERED IN GOOD CONDITION.
 AB4058
 AB4058                          STATION RECOVERY (2004)
 AB4058
 AB4058'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4058'RECOVERED IN GOOD CONDITION.
 AB4058
 AB4058                          STATION RECOVERY (2005)
 AB4058
 AB4058'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4058'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4085 ***********************************************************************
 AB4085  DESIGNATION -  D 484
 AB4085  PID         -  AB4085
 AB4085  STATE/COUNTY-  AL/BALDWIN
 AB4085  USGS QUAD   -  FOLEY (1980)
 AB4085
 AB4085                         *CURRENT SURVEY CONTROL
 AB4085  ___________________________________________________________________
 AB4085* NAD 83(1986)-  30 26 24.     (N)    087 41 00.     (W)     SCALED    
 AB4085* NAVD 88     -        25.437  (meters)      83.45   (feet)  ADJUSTED  
 AB4085  ___________________________________________________________________
 AB4085  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 AB4085  DYNAMIC HT  -          25.404 (meters)      83.35  (feet)  COMP
 AB4085  MODELED GRAV-     979,334.2   (mgal)                       NAVD 88
 AB4085
 AB4085  VERT ORDER  -  FIRST     CLASS II
 AB4085
 AB4085.The horizontal coordinates were scaled from a topographic map and have
 AB4085.an estimated accuracy of +/- 6 seconds.
 AB4085
 AB4085.The orthometric height was determined by differential leveling
 AB4085.and adjusted by the National Geodetic Survey in July 2002..
 AB4085
 AB4085.The geoid height was determined by GEOID03.
 AB4085
 AB4085.The dynamic height is computed by dividing the NAVD 88
 AB4085.geopotential number by the normal gravity value computed on the
 AB4085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4085.degrees latitude (g = 980.6199 gals.).
 AB4085
 AB4085.The modeled gravity was interpolated from observed gravity values.
 AB4085
 AB4085;                    North         East    Units  Estimated Accuracy
 AB4085;SPC AL W     -    48,790.      582,390.      MT  (+/- 180 meters Scaled)
 AB4085
 AB4085                          SUPERSEDED SURVEY CONTROL
 AB4085
 AB4085.No superseded survey control is available for this station.
 AB4085
 AB4085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU343677(NAD 83)
 AB4085_MARKER: I = METAL ROD
 AB4085_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4085_STAMPING: D 484 1996
 AB4085_MARK LOGO: NGS   
 AB4085_PROJECTION: FLUSH
 AB4085_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4085_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4085_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4085+SATELLITE: SATELLITE OBSERVATIONS - March 16, 2004
 AB4085_ROD/PIPE-DEPTH: 42.2 meters
 AB4085_SLEEVE-DEPTH  : 0.9 meters
 AB4085
 AB4085  HISTORY     - Date     Condition        Report By
 AB4085  HISTORY     - 1996     MONUMENTED       NGS
 AB4085  HISTORY     - 20040316 GOOD             USPSQD
 AB4085
 AB4085                          STATION DESCRIPTION
 AB4085
 AB4085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4085'3.7 KM (2.30 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 AB4085'U.S. HIGHWAY 98 IN FOLEY, 31.6 M (103.7 FT) NORTH OF THE EXTENDED
 AB4085'CENTER OF A DRIVEWAY LEADING TO THE FOLEY IMPLEMENT COMPANY, 14.7 M
 AB4085'(48.2 FT) WEST OF THE CENTERLINE OF THE SOUTHBOUND LANES OF THE
 AB4085'HIGHWAY, 1.0 M (3.3 FT) BELOW THE LEVEL OF THE HIGHWAY, AND 0.4 M (1.3
 AB4085'FT) EAST OF A WITNESS POST AND FENCE.  NOTE--ACCESS TO THE DATUM POINT
 AB4085'IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET THE
 AB4085'SPECIFICATIONS FOR A CLASS A MARK.
 AB4085
 AB4085                          STATION RECOVERY (2004)
 AB4085
 AB4085'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4085'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0182 ***********************************************************************
 EF0182  DESIGNATION -  D 49
 EF0182  PID         -  EF0182
 EF0182  STATE/COUNTY-  AL/MARSHALL
 EF0182  USGS QUAD   -  ALBERTVILLE (1983)
 EF0182
 EF0182                         *CURRENT SURVEY CONTROL
 EF0182  ___________________________________________________________________
 EF0182* NAD 83(1986)-  34 16 05.     (N)    086 12 25.     (W)     SCALED    
 EF0182* NAVD 88     -       324.482  (meters)    1064.57   (feet)  ADJUSTED  
 EF0182  ___________________________________________________________________
 EF0182  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EF0182  DYNAMIC HT  -         324.134 (meters)    1063.43  (feet)  COMP
 EF0182  MODELED GRAV-     979,554.6   (mgal)                       NAVD 88
 EF0182
 EF0182  VERT ORDER  -  SECOND    CLASS 0
 EF0182
 EF0182.The horizontal coordinates were scaled from a topographic map and have
 EF0182.an estimated accuracy of +/- 6 seconds.
 EF0182
 EF0182.The orthometric height was determined by differential leveling
 EF0182.and adjusted by the National Geodetic Survey in June 1991..
 EF0182
 EF0182.The geoid height was determined by GEOID03.
 EF0182
 EF0182.The dynamic height is computed by dividing the NAVD 88
 EF0182.geopotential number by the normal gravity value computed on the
 EF0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0182.degrees latitude (g = 980.6199 gals.).
 EF0182
 EF0182.The modeled gravity was interpolated from observed gravity values.
 EF0182
 EF0182;                    North         East    Units  Estimated Accuracy
 EF0182;SPC AL E     -   417,900.      165,590.      MT  (+/- 180 meters Scaled)
 EF0182
 EF0182                          SUPERSEDED SURVEY CONTROL
 EF0182
 EF0182  NGVD 29 (??/??/92)  324.436  (m)         1064.42   (f) ADJ UNCH    2 0
 EF0182
 EF0182.Superseded values are not recommended for survey control.
 EF0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0182.See file dsdata.txt to determine how the superseded data were derived.
 EF0182
 EF0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC730921(NAD 83)
 EF0182_MARKER: DB = BENCH MARK DISK
 EF0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0182_STAMPING: D 49 1934
 EF0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0182+STABILITY: SURFACE MOTION
 EF0182
 EF0182  HISTORY     - Date     Condition        Report By
 EF0182  HISTORY     - 1934     MONUMENTED       CGS
 EF0182  HISTORY     - 1949     GOOD             TVA
 EF0182  HISTORY     - 20010626 MARK NOT FOUND   ALHD
 EF0182  HISTORY     - 20050525 MARK NOT FOUND   ALHD
 EF0182
 EF0182                          STATION DESCRIPTION
 EF0182
 EF0182'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 EF0182'IN ALBERTVILLE.
 EF0182'AT ALBERTVILLE, MARSHALL COUNTY, 0.1 MILE SOUTHWEST ALONG THE
 EF0182'LOUISVILLE AND NASHVILLE RAILROAD FROM THE STATION, 102 FEET SOUTHEAST
 EF0182'OF MILEPOST 96, 53 FEET NORTHEAST OF THE NORTHEAST RAIL, IN THE
 EF0182'SOUTHWEST CORNER OF A PARK, AT THE INTERSECTION OF TWO CONCRETE WALKS,
 EF0182'67 FEET SOUTHWEST OF A 30-INCH OAK TREE IN THE Y FORMED BY THE
 EF0182'SIDEWALKS, 30 FEET NORTH OF THE CENTERLINE OF ONE STREET, 24.5 FEET
 EF0182'SOUTHEAST OF THE CENTERLINE OF THE OTHER STREET, AND 2 FEET SOUTHWEST
 EF0182'OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 49 1934
 EF0182'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE
 EF0182'GROUND.
 EF0182
 EF0182                          STATION RECOVERY (2001)
 EF0182
 EF0182'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EF0182'REFERENCES HAVE CHANGED MARK MAY STILL EXIST.
 EF0182
 EF0182                          STATION RECOVERY (2005)
 EF0182
 EF0182'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0182'REFERENCES HAVE BEEN CHANGED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0059 ***********************************************************************
 DH0059  DESIGNATION -  D 5
 DH0059  PID         -  DH0059
 DH0059  STATE/COUNTY-  AL/ST CLAIR
 DH0059  USGS QUAD   -  ARGO (1970)
 DH0059
 DH0059                         *CURRENT SURVEY CONTROL
 DH0059  ___________________________________________________________________
 DH0059* NAD 83(1986)-  33 37 57.     (N)    086 30 22.     (W)     SCALED    
 DH0059* NAVD 88     -       203.243  (meters)     666.81   (feet)  POSTED    
 DH0059  ___________________________________________________________________
 DH0059  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH0059  DYNAMIC HT  -         203.020 (meters)     666.07  (feet)  COMP
 DH0059  MODELED GRAV-     979,526.4   (mgal)                       NAVD 88
 DH0059
 DH0059  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH0059
 DH0059.The horizontal coordinates were scaled from a topographic map and have
 DH0059.an estimated accuracy of +/- 6 seconds.
 DH0059
 DH0059.The orthometric height was determined by differential leveling
 DH0059.and adjusted by the National Geodetic Survey in 1992..
 DH0059.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH0059.rate of 0.0 thru 1.0 mm/km.
 DH0059
 DH0059.The geoid height was determined by GEOID03.
 DH0059
 DH0059.The dynamic height is computed by dividing the NAVD 88
 DH0059.geopotential number by the normal gravity value computed on the
 DH0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0059.degrees latitude (g = 980.6199 gals.).
 DH0059
 DH0059.The modeled gravity was interpolated from observed gravity values.
 DH0059
 DH0059;                    North         East    Units  Estimated Accuracy
 DH0059;SPC AL E     -   347,550.      137,580.      MT  (+/- 180 meters Scaled)
 DH0059
 DH0059                          SUPERSEDED SURVEY CONTROL
 DH0059
 DH0059.No superseded survey control is available for this station.
 DH0059
 DH0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC458215(NAD 83)
 DH0059_MARKER: B = BOLT
 DH0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0059+STABILITY: SURFACE MOTION
 DH0059
 DH0059  HISTORY     - Date     Condition        Report By
 DH0059  HISTORY     - UNK      MONUMENTED       CGS
 DH0059  HISTORY     - 1947     MARK NOT FOUND   NGS
 DH0059
 DH0059                          STATION DESCRIPTION
 DH0059
 DH0059'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0059'IN PARSONS.
 DH0059'AT PARSONS, ST. CLAIR COUNTY, AT THE NORTHEAST CORNER OF THE SEABOARD
 DH0059'AIR LINE RAILWAY STATION, AND 15 FEET SOUTH OF THE TRACK.  A BRASS
 DH0059'BOLT, SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE STATION HAS BEEN
 DH0059'MOVED.  A CONCRETE POST WITH THE TOP BROKEN OFF WAS FOUND IN THE
 DH0059'APPROXIMATE LOCATION OF THE MARK AND IT IS BELIEVED THAT THE MARK IS
 DH0059'DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1237 ***********************************************************************
 EE1237  DESIGNATION -  D 50
 EE1237  PID         -  EE1237
 EE1237  STATE/COUNTY-  AL/DE KALB
 EE1237  USGS QUAD   -  PORTERSVILLE (1975)
 EE1237
 EE1237                         *CURRENT SURVEY CONTROL
 EE1237  ___________________________________________________________________
 EE1237* NAD 83(1986)-  34 17 22.     (N)    085 50 28.     (W)     SCALED    
 EE1237* NAVD 88     -       235.906  (meters)     773.97   (feet)  ADJUSTED  
 EE1237  ___________________________________________________________________
 EE1237  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EE1237  DYNAMIC HT  -         235.660 (meters)     773.16  (feet)  COMP
 EE1237  MODELED GRAV-     979,587.3   (mgal)                       NAVD 88
 EE1237
 EE1237  VERT ORDER  -  SECOND    CLASS 0
 EE1237
 EE1237.The horizontal coordinates were scaled from a topographic map and have
 EE1237.an estimated accuracy of +/- 6 seconds.
 EE1237
 EE1237.The orthometric height was determined by differential leveling
 EE1237.and adjusted by the National Geodetic Survey in June 1991..
 EE1237
 EE1237.The geoid height was determined by GEOID03.
 EE1237
 EE1237.The dynamic height is computed by dividing the NAVD 88
 EE1237.geopotential number by the normal gravity value computed on the
 EE1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1237.degrees latitude (g = 980.6199 gals.).
 EE1237
 EE1237.The modeled gravity was interpolated from observed gravity values.
 EE1237
 EE1237;                    North         East    Units  Estimated Accuracy
 EE1237;SPC AL E     -   420,210.      199,280.      MT  (+/- 180 meters Scaled)
 EE1237
 EE1237                          SUPERSEDED SURVEY CONTROL
 EE1237
 EE1237  NGVD 29 (??/??/92)  235.890  (m)          773.92   (f) ADJ UNCH    2 0
 EE1237
 EE1237.Superseded values are not recommended for survey control.
 EE1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1237.See file dsdata.txt to determine how the superseded data were derived.
 EE1237
 EE1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC066948(NAD 83)
 EE1237_MARKER: DB = BENCH MARK DISK
 EE1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1237_STAMPING: D 50 1934
 EE1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1237+STABILITY: SURFACE MOTION
 EE1237
 EE1237  HISTORY     - Date     Condition        Report By
 EE1237  HISTORY     - 1934     MONUMENTED       CGS
 EE1237  HISTORY     - 1949     MARK NOT FOUND   TVA
 EE1237  HISTORY     - 1964     MARK NOT FOUND   NGS
 EE1237
 EE1237                          STATION DESCRIPTION
 EE1237
 EE1237'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 EE1237'1.9 MI NE FROM COLLINSVILLE.
 EE1237'1.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM COLLINSVILLE,
 EE1237'DE KALB COUNTY, 0.5 MILE SOUTHWEST OF MILEPOST 63, IN A FIELD,
 EE1237'EAST ACROSS THE TRACK FROM A TWO-STORY FRAMEHOUSE, 12 YARDS EAST
 EE1237'OF THE CENTERLINE OF THE NORTH-BOUND TRACK, 7 YARDS SOUTH OF
 EE1237'THE CENTERLINE OF A T-ROAD LEADING EAST.  A STANDARD DISK, STAMPED
 EE1237'D 50 1934 AND SET IN THE TOP OF A CONCRETE POST.
 EE1237
 EE1237                          STATION RECOVERY (1964)
 EE1237
 EE1237'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EE1237'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1120 ***********************************************************************
 EF1120  DESIGNATION -  D 51
 EF1120  PID         -  EF1120
 EF1120  STATE/COUNTY-  AL/COLBERT
 EF1120  USGS QUAD   -  TUSCUMBIA (1971)
 EF1120
 EF1120                         *CURRENT SURVEY CONTROL
 EF1120  ___________________________________________________________________
 EF1120* NAD 83(1986)-  34 40 29.     (N)    087 39 27.     (W)     SCALED    
 EF1120* NAVD 88     -       149.044  (meters)     488.99   (feet)  ADJUSTED  
 EF1120  ___________________________________________________________________
 EF1120  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 EF1120  DYNAMIC HT  -         148.900 (meters)     488.52  (feet)  COMP
 EF1120  MODELED GRAV-     979,670.5   (mgal)                       NAVD 88
 EF1120
 EF1120  VERT ORDER  -  SECOND    CLASS 0
 EF1120
 EF1120.The horizontal coordinates were scaled from a topographic map and have
 EF1120.an estimated accuracy of +/- 6 seconds.
 EF1120
 EF1120.The orthometric height was determined by differential leveling
 EF1120.and adjusted by the National Geodetic Survey in June 1991..
 EF1120
 EF1120.The geoid height was determined by GEOID03.
 EF1120
 EF1120.The dynamic height is computed by dividing the NAVD 88
 EF1120.geopotential number by the normal gravity value computed on the
 EF1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1120.degrees latitude (g = 980.6199 gals.).
 EF1120
 EF1120.The modeled gravity was interpolated from observed gravity values.
 EF1120
 EF1120;                    North         East    Units  Estimated Accuracy
 EF1120;SPC AL W     -   518,370.      585,570.      MT  (+/- 180 meters Scaled)
 EF1120
 EF1120                          SUPERSEDED SURVEY CONTROL
 EF1120
 EF1120  NGVD 29 (??/??/92)  148.999  (m)          488.84   (f) ADJ UNCH    2 0
 EF1120
 EF1120.Superseded values are not recommended for survey control.
 EF1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1120.See file dsdata.txt to determine how the superseded data were derived.
 EF1120
 EF1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD397371(NAD 83)
 EF1120_MARKER: DB = BENCH MARK DISK
 EF1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1120+STABILITY: SURFACE MOTION
 EF1120
 EF1120  HISTORY     - Date     Condition        Report By
 EF1120  HISTORY     - UNK      MONUMENTED       CGS
 EF1120  HISTORY     - 1934     GOOD             NGS
 EF1120  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF1120  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF1120
 EF1120                          STATION DESCRIPTION
 EF1120
 EF1120'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF1120'1.5 MI N FROM SPRING VALLEY.
 EF1120'0.25 MILE NORTH OF STATION BOARD AT JAMES, ALA.  15 FT. EAST OF CENTER
 EF1120'OF THE N.A.R.R. UNDER A TEL. LINE 40 FT. SOUTH OF TEL. POLE. NOTE--
 EF1120'THERE HAS BEEN A LOT OF RAILROAD CONSTRUCTION IN THIS AREA.
 EF1120
 EF1120                          STATION RECOVERY (1973)
 EF1120
 EF1120'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1120'MARK NOT FOUND.
 EF1120
 EF1120                          STATION RECOVERY (1982)
 EF1120
 EF1120'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1120'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0805 ***********************************************************************
 EF0805  DESIGNATION -  D 52
 EF0805  PID         -  EF0805
 EF0805  STATE/COUNTY-  AL/LAWRENCE
 EF0805  USGS QUAD   -  COURTLAND (1974)
 EF0805
 EF0805                         *CURRENT SURVEY CONTROL
 EF0805  ___________________________________________________________________
 EF0805* NAD 83(1986)-  34 39 59.     (N)    087 18 39.     (W)     SCALED    
 EF0805* NAVD 88     -       171.796  (meters)     563.63   (feet)  ADJUSTED  
 EF0805  ___________________________________________________________________
 EF0805  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EF0805  DYNAMIC HT  -         171.635 (meters)     563.11  (feet)  COMP
 EF0805  MODELED GRAV-     979,696.6   (mgal)                       NAVD 88
 EF0805
 EF0805  VERT ORDER  -  FIRST     CLASS II
 EF0805
 EF0805.The horizontal coordinates were scaled from a topographic map and have
 EF0805.an estimated accuracy of +/- 6 seconds.
 EF0805
 EF0805.The orthometric height was determined by differential leveling
 EF0805.and adjusted by the National Geodetic Survey in June 1991..
 EF0805.WARNING-Repeat measurements at this control monument indicate possible
 EF0805.vertical movement.
 EF0805
 EF0805.The geoid height was determined by GEOID03.
 EF0805
 EF0805.The dynamic height is computed by dividing the NAVD 88
 EF0805.geopotential number by the normal gravity value computed on the
 EF0805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0805.degrees latitude (g = 980.6199 gals.).
 EF0805
 EF0805.The modeled gravity was interpolated from observed gravity values.
 EF0805
 EF0805;                    North         East    Units  Estimated Accuracy
 EF0805;SPC AL W     -   517,450.      617,340.      MT  (+/- 180 meters Scaled)
 EF0805
 EF0805                          SUPERSEDED SURVEY CONTROL
 EF0805
 EF0805  NGVD 29 (??/??/92)  171.768  (m)          563.54   (f) ADJ UNCH    1 2
 EF0805
 EF0805.Superseded values are not recommended for survey control.
 EF0805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0805.See file dsdata.txt to determine how the superseded data were derived.
 EF0805
 EF0805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD715360(NAD 83)
 EF0805_MARKER: DB = BENCH MARK DISK
 EF0805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0805_STAMPING: D 52 1934
 EF0805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0805+STABILITY: SURFACE MOTION
 EF0805
 EF0805  HISTORY     - Date     Condition        Report By
 EF0805  HISTORY     - 1934     MONUMENTED       CGS
 EF0805  HISTORY     - 1944     GOOD             NGS
 EF0805  HISTORY     - 1949     GOOD             TVA
 EF0805  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0805
 EF0805                          STATION DESCRIPTION
 EF0805
 EF0805'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF0805'IN COURTLAND.
 EF0805'BENCH MARK IS IN THE SOUTHEAST CORNER OF THE PUBLIC SQUARE ACROSS THE
 EF0805'TRACKS FROM THE EAST END OF THE SOUTHERN RAILWAY STATION AT COURTLAND,
 EF0805'34.0 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, 30.0 FEET WEST
 EF0805'OF THE EAST CURB AND 1.0 NORTH OF THE SOUTH CURB AROUND THE SQUARE. A
 EF0805'DISK SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 0.2 FOOT.
 EF0805
 EF0805                          STATION RECOVERY (1949)
 EF0805
 EF0805'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0805'RECOVERED IN GOOD CONDITION.
 EF0805
 EF0805                          STATION RECOVERY (1982)
 EF0805
 EF0805'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0805'NOT RECOVERED.  PROBABLY LANDSCAPED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0742 ***********************************************************************
 EF0742  DESIGNATION -  D 53
 EF0742  PID         -  EF0742
 EF0742  STATE/COUNTY-  AL/LIMESTONE
 EF0742  USGS QUAD   -  ELKMONT (1974)
 EF0742
 EF0742                         *CURRENT SURVEY CONTROL
 EF0742  ___________________________________________________________________
 EF0742* NAD 83(1986)-  34 55 39.     (N)    086 58 22.     (W)     SCALED    
 EF0742* NAVD 88     -       245.089  (meters)     804.10   (feet)  ADJUSTED  
 EF0742  ___________________________________________________________________
 EF0742  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 EF0742  DYNAMIC HT  -         244.854 (meters)     803.33  (feet)  COMP
 EF0742  MODELED GRAV-     979,667.6   (mgal)                       NAVD 88
 EF0742
 EF0742  VERT ORDER  -  SECOND    CLASS 0
 EF0742
 EF0742.The horizontal coordinates were scaled from a topographic map and have
 EF0742.an estimated accuracy of +/- 6 seconds.
 EF0742
 EF0742.The orthometric height was determined by differential leveling
 EF0742.and adjusted by the National Geodetic Survey in June 1991..
 EF0742
 EF0742.The geoid height was determined by GEOID03.
 EF0742
 EF0742.The dynamic height is computed by dividing the NAVD 88
 EF0742.geopotential number by the normal gravity value computed on the
 EF0742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0742.degrees latitude (g = 980.6199 gals.).
 EF0742
 EF0742.The modeled gravity was interpolated from observed gravity values.
 EF0742
 EF0742;                    North         East    Units  Estimated Accuracy
 EF0742;SPC AL W     -   546,530.      648,170.      MT  (+/- 180 meters Scaled)
 EF0742
 EF0742                          SUPERSEDED SURVEY CONTROL
 EF0742
 EF0742  NGVD 29 (??/??/92)  245.040  (m)          803.94   (f) ADJ UNCH    2 0
 EF0742
 EF0742.Superseded values are not recommended for survey control.
 EF0742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0742.See file dsdata.txt to determine how the superseded data were derived.
 EF0742
 EF0742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED024650(NAD 83)
 EF0742_MARKER: DB = BENCH MARK DISK
 EF0742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0742_STAMPING: D 53 1934
 EF0742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0742+STABILITY: SURFACE MOTION
 EF0742
 EF0742  HISTORY     - Date     Condition        Report By
 EF0742  HISTORY     - 1934     MONUMENTED       CGS
 EF0742  HISTORY     - 1958     MARK NOT FOUND   TVA
 EF0742  HISTORY     - 1974     MARK NOT FOUND   TVA
 EF0742
 EF0742                          STATION DESCRIPTION
 EF0742
 EF0742'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1958
 EF0742'IN ELKMONT.
 EF0742'AT ELKMONT, LIMESTONE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 EF0742'RAILROAD, 200 FEET SOUTHEAST OF THE STATION, AT MILEAGE L 285.0, 30
 EF0742'FEET NORTH OF A STREET CROSSING, 60 FEET EAST OF THE CENTERLINE OF THE
 EF0742'MAIN TRACK, AND AT A FENCE CORNER.  A STANDARD DISK, STAMPED D 53 1934
 EF0742'AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT WAS REPORTED IN
 EF0742'FEBRUARY 1958 BY AN ENGINEER OF THE TENN. VALLEY AUTHORITY THAT THE
 EF0742'MARK COULD NOT BE FOUND.
 EF0742
 EF0742                          STATION RECOVERY (1974)
 EF0742
 EF0742'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 EF0742'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0866 ***********************************************************************
 EF0866  DESIGNATION -  D 54
 EF0866  PID         -  EF0866
 EF0866  STATE/COUNTY-  AL/WINSTON
 EF0866  USGS QUAD   -  HOUSTON (1981)
 EF0866
 EF0866                         *CURRENT SURVEY CONTROL
 EF0866  ___________________________________________________________________
 EF0866* NAD 83(1986)-  34 10 21.     (N)    087 16 22.     (W)     SCALED    
 EF0866* NAVD 88     -       227.580  (meters)     746.65   (feet)  ADJUSTED  
 EF0866  ___________________________________________________________________
 EF0866  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 EF0866  DYNAMIC HT  -         227.353 (meters)     745.91  (feet)  COMP
 EF0866  MODELED GRAV-     979,629.3   (mgal)                       NAVD 88
 EF0866
 EF0866  VERT ORDER  -  SECOND    CLASS 0
 EF0866
 EF0866.The horizontal coordinates were scaled from a topographic map and have
 EF0866.an estimated accuracy of +/- 6 seconds.
 EF0866
 EF0866.The orthometric height was determined by differential leveling
 EF0866.and adjusted by the National Geodetic Survey in June 1991..
 EF0866
 EF0866.The geoid height was determined by GEOID03.
 EF0866
 EF0866.The dynamic height is computed by dividing the NAVD 88
 EF0866.geopotential number by the normal gravity value computed on the
 EF0866.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0866.degrees latitude (g = 980.6199 gals.).
 EF0866
 EF0866.The modeled gravity was interpolated from observed gravity values.
 EF0866
 EF0866;                    North         East    Units  Estimated Accuracy
 EF0866;SPC AL W     -   462,680.      620,950.      MT  (+/- 180 meters Scaled)
 EF0866
 EF0866                          SUPERSEDED SURVEY CONTROL
 EF0866
 EF0866  NGVD 29 (??/??/92)  227.549  (m)          746.55   (f) ADJ UNCH    2 0
 EF0866
 EF0866.Superseded values are not recommended for survey control.
 EF0866.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0866.See file dsdata.txt to determine how the superseded data were derived.
 EF0866
 EF0866_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC748813(NAD 83)
 EF0866_MARKER: DB = BENCH MARK DISK
 EF0866_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0866_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0866_STAMPING: D 54 1934
 EF0866_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0866+STABILITY: SURFACE MOTION
 EF0866
 EF0866  HISTORY     - Date     Condition        Report By
 EF0866  HISTORY     - 1934     MONUMENTED       CGS
 EF0866  HISTORY     - 1967     MARK NOT FOUND   USGS
 EF0866  HISTORY     - 20050119 MARK NOT FOUND   ALHD
 EF0866
 EF0866                          STATION DESCRIPTION
 EF0866
 EF0866'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0866'8.8 MI E FROM DOUBLE SPRINGS.
 EF0866'8.8 MILES EAST ALONG STATE HIGHWAY 31 FROM DOUBLE SPRINGS, WINSTON
 EF0866'COUNTY, THENCE 0.7 MILE NORTH ALONG STATE HIGHWAY 36, 20 FEET
 EF0866'NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 10 FEET NORTHWEST OF AN
 EF0866'8-INCH HICKORY TREE, AND 15 FEET SOUTHWEST OF A 10-INCH PINE TREE.  A
 EF0866'STANDARD DISK, STAMPED D 54 1934 AND SET IN THE TOP OF A CONCRETE
 EF0866'POST.
 EF0866
 EF0866                          STATION RECOVERY (1967)
 EF0866
 EF0866'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EF0866'MARK NOT FOUND.
 EF0866
 EF0866                          STATION RECOVERY (2005)
 EF0866
 EF0866'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0866'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0723 ***********************************************************************
 EF0723  DESIGNATION -  D 55
 EF0723  PID         -  EF0723
 EF0723  STATE/COUNTY-  AL/MADISON
 EF0723  USGS QUAD   -  HUNTSVILLE (1991)
 EF0723
 EF0723                         *CURRENT SURVEY CONTROL
 EF0723  ___________________________________________________________________
 EF0723* NAD 83(1986)-  34 39 18.     (N)    086 34 04.     (W)     SCALED    
 EF0723* NAVD 88     -       182.340  (meters)     598.23   (feet)  POSTED    
 EF0723  ___________________________________________________________________
 EF0723  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 EF0723  DYNAMIC HT  -         182.150 (meters)     597.60  (feet)  COMP
 EF0723  MODELED GRAV-     979,614.1   (mgal)                       NAVD 88
 EF0723
 EF0723  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0723
 EF0723.The horizontal coordinates were scaled from a topographic map and have
 EF0723.an estimated accuracy of +/- 6 seconds.
 EF0723
 EF0723.The orthometric height was determined by differential leveling
 EF0723.and adjusted by the National Geodetic Survey in 1992..
 EF0723.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0723.rate of 0.0 thru 1.0 mm/km.
 EF0723
 EF0723.The geoid height was determined by GEOID03.
 EF0723
 EF0723.The dynamic height is computed by dividing the NAVD 88
 EF0723.geopotential number by the normal gravity value computed on the
 EF0723.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0723.degrees latitude (g = 980.6199 gals.).
 EF0723
 EF0723.The modeled gravity was interpolated from observed gravity values.
 EF0723
 EF0723;                    North         East    Units  Estimated Accuracy
 EF0723;SPC AL E     -   461,010.      132,680.      MT  (+/- 180 meters Scaled)
 EF0723
 EF0723                          SUPERSEDED SURVEY CONTROL
 EF0723
 EF0723  NGVD 29 (??/??/92)  182.296  (m)          598.08   (f) ADJ UNCH    2 0
 EF0723
 EF0723.Superseded values are not recommended for survey control.
 EF0723.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0723.See file dsdata.txt to determine how the superseded data were derived.
 EF0723
 EF0723_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED396348(NAD 83)
 EF0723_MARKER: DB = BENCH MARK DISK
 EF0723_SETTING: 0 = UNSPECIFIED SETTING
 EF0723_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0723
 EF0723  HISTORY     - Date     Condition        Report By
 EF0723  HISTORY     - UNK      MONUMENTED       CGS
 EF0723  HISTORY     - 1934     GOOD             NGS
 EF0723  HISTORY     - 1960     MARK NOT FOUND   AMS
 EF0723
 EF0723                          STATION DESCRIPTION
 EF0723
 EF0723'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0723'IN LILY FLAGG.
 EF0723'20 FT. WEST OF TRACK AND 3 RAILS NORTH OF MILE POST 54, 6 POLES NORTH
 EF0723'OF DEPOT LILY FLAGG, ALA. N.C. AND ST.L. R.R.
 EF0723
 EF0723                          STATION RECOVERY (1960)
 EF0723
 EF0723'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 EF0723'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1882 ***********************************************************************
 DG1882  DESIGNATION -  D 56
 DG1882  PID         -  DG1882
 DG1882  STATE/COUNTY-  AL/TALLADEGA
 DG1882  USGS QUAD   -  MUNFORD (1983)
 DG1882
 DG1882                         *CURRENT SURVEY CONTROL
 DG1882  ___________________________________________________________________
 DG1882* NAD 83(1986)-  33 32 20.     (N)    085 56 30.     (W)     SCALED    
 DG1882* NAVD 88     -       188.006  (meters)     616.82   (feet)  ADJUSTED  
 DG1882  ___________________________________________________________________
 DG1882  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG1882  DYNAMIC HT  -         187.804 (meters)     616.15  (feet)  COMP
 DG1882  MODELED GRAV-     979,555.0   (mgal)                       NAVD 88
 DG1882
 DG1882  VERT ORDER  -  SECOND    CLASS 0
 DG1882
 DG1882.The horizontal coordinates were scaled from a topographic map and have
 DG1882.an estimated accuracy of +/- 6 seconds.
 DG1882
 DG1882.The orthometric height was determined by differential leveling
 DG1882.and adjusted by the National Geodetic Survey in June 1991..
 DG1882
 DG1882.The geoid height was determined by GEOID03.
 DG1882
 DG1882.The dynamic height is computed by dividing the NAVD 88
 DG1882.geopotential number by the normal gravity value computed on the
 DG1882.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1882.degrees latitude (g = 980.6199 gals.).
 DG1882
 DG1882.The modeled gravity was interpolated from observed gravity values.
 DG1882
 DG1882;                    North         East    Units  Estimated Accuracy
 DG1882;SPC AL E     -   336,970.      189,940.      MT  (+/- 180 meters Scaled)
 DG1882
 DG1882                          SUPERSEDED SURVEY CONTROL
 DG1882
 DG1882  NGVD 29 (??/??/92)  187.926  (m)          616.55   (f) ADJ UNCH    2 0
 DG1882
 DG1882.Superseded values are not recommended for survey control.
 DG1882.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1882.See file dsdata.txt to determine how the superseded data were derived.
 DG1882
 DG1882_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC982115(NAD 83)
 DG1882_MARKER: DB = BENCH MARK DISK
 DG1882_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1882_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1882_STAMPING: D 56 1934
 DG1882_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1882+STABILITY: SURFACE MOTION
 DG1882
 DG1882  HISTORY     - Date     Condition        Report By
 DG1882  HISTORY     - 1934     MONUMENTED       CGS
 DG1882
 DG1882                          STATION DESCRIPTION
 DG1882
 DG1882'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG1882'1 MI NE FROM MUNFORD.
 DG1882'D-56 IS LOCATED 1 MILE NORTHEAST OF STATION AT MUNFORD, 1 MILE
 DG1882'SOUTHWEST OF STATION AT JENIFER, 0.7 OF MILE SOUTHWEST OF
 DG1882'CROSSING OF SOUTHERN WITH THE LOUISVILLE AND NASHVILLE R.R., 65
 DG1882'FEET SOUTH OF INTERSECTION OF RAILROAD WITH CROSS ROAD, 38.5
 DG1882'FEET NORTHWEST OF NORTHWEST RAIL OF L. AND N.R.R., 25.9 FEET
 DG1882'SOUTHEAST OF SOUTHEAST RAIL OF S. RWY..  STANDARD TABLET SET IN
 DG1882'TOP OF CONCRETE POST 3 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1436 ***********************************************************************
 EE1436  DESIGNATION -  D 57
 EE1436  PID         -  EE1436
 EE1436  STATE/COUNTY-  AL/ETOWAH
 EE1436  USGS QUAD   -  GADSDEN EAST (1986)
 EE1436
 EE1436                         *CURRENT SURVEY CONTROL
 EE1436  ___________________________________________________________________
 EE1436* NAD 83(1986)-  34 00 43.     (N)    085 59 56.     (W)     SCALED    
 EE1436* NAVD 88     -       169.190  (meters)     555.08   (feet)  ADJUSTED  
 EE1436  ___________________________________________________________________
 EE1436  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EE1436  DYNAMIC HT  -         169.014 (meters)     554.51  (feet)  COMP
 EE1436  MODELED GRAV-     979,587.5   (mgal)                       NAVD 88
 EE1436
 EE1436  VERT ORDER  -  SECOND    CLASS 0
 EE1436
 EE1436.The horizontal coordinates were scaled from a topographic map and have
 EE1436.an estimated accuracy of +/- 6 seconds.
 EE1436
 EE1436.The orthometric height was determined by differential leveling
 EE1436.and adjusted by the National Geodetic Survey in June 1991..
 EE1436
 EE1436.The geoid height was determined by GEOID03.
 EE1436
 EE1436.The dynamic height is computed by dividing the NAVD 88
 EE1436.geopotential number by the normal gravity value computed on the
 EE1436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1436.degrees latitude (g = 980.6199 gals.).
 EE1436
 EE1436.The modeled gravity was interpolated from observed gravity values.
 EE1436
 EE1436;                    North         East    Units  Estimated Accuracy
 EE1436;SPC AL E     -   389,440.      184,710.      MT  (+/- 180 meters Scaled)
 EE1436
 EE1436                          SUPERSEDED SURVEY CONTROL
 EE1436
 EE1436  NGVD 29 (??/??/92)  169.158  (m)          554.98   (f) ADJ UNCH    2 0
 EE1436
 EE1436.Superseded values are not recommended for survey control.
 EE1436.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1436.See file dsdata.txt to determine how the superseded data were derived.
 EE1436
 EE1436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC924639(NAD 83)
 EE1436_MARKER: DB = BENCH MARK DISK
 EE1436_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1436_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1436_STAMPING: D 57 1934
 EE1436_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1436+STABILITY: SURFACE MOTION
 EE1436
 EE1436  HISTORY     - Date     Condition        Report By
 EE1436  HISTORY     - 1934     MONUMENTED       CGS
 EE1436  HISTORY     - 1947     GOOD             NGS
 EE1436  HISTORY     - 1948     GOOD             NGS
 EE1436
 EE1436                          STATION DESCRIPTION
 EE1436
 EE1436'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE1436'IN GADSDEN.
 EE1436'AT GADSDEN, SET IN THE NORTHWEST CORNER OF THE CITY PARK NORTH OF THE
 EE1436'RECREATION BUILDING, AT THE SOUTHEAST ANGLE OF THE INTERSECTION OF 1ST
 EE1436'STREET AND LOCUST STREET, 23 FEET EAST OF THE CURB OF 1ST STREET, 27
 EE1436'FEET SOUTH OF THE SOUTH CURB OF LOCUST STREET, 42.5 FEET SOUTH OF THE
 EE1436'SOUTH RAIL OF THE LOUISVILLE AND NASHVILLE RAILROAD RUNNING ON LOCUST
 EE1436'STREET, 8 FEET SOUTHEAST OF THE NORTHWEST CORNER OF A HEDGE AROUND THE
 EE1436'PARK, ABOUT 3.5 FEET ABOVE THE STREET AND SET IN THE TOP OF A CONCRETE
 EE1436'POST PROJECTING 1 INCH.
 EE1436
 EE1436                          STATION RECOVERY (1948)
 EE1436
 EE1436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1948
 EE1436'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1237 ***********************************************************************
 DH1237  DESIGNATION -  D 58
 DH1237  PID         -  DH1237
 DH1237  STATE/COUNTY-  AL/BLOUNT
 DH1237  USGS QUAD   -  CLEVELAND (1978)
 DH1237
 DH1237                         *CURRENT SURVEY CONTROL
 DH1237  ___________________________________________________________________
 DH1237* NAD 83(1986)-  33 52 32.     (N)    086 32 00.     (W)     SCALED    
 DH1237* NAVD 88     -       203.106  (meters)     666.36   (feet)  ADJUSTED  
 DH1237  ___________________________________________________________________
 DH1237  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH1237  DYNAMIC HT  -         202.885 (meters)     665.63  (feet)  COMP
 DH1237  MODELED GRAV-     979,543.6   (mgal)                       NAVD 88
 DH1237
 DH1237  VERT ORDER  -  SECOND    CLASS 0
 DH1237
 DH1237.The horizontal coordinates were scaled from a topographic map and have
 DH1237.an estimated accuracy of +/- 6 seconds.
 DH1237
 DH1237.The orthometric height was determined by differential leveling
 DH1237.and adjusted by the National Geodetic Survey in June 1991..
 DH1237
 DH1237.The geoid height was determined by GEOID03.
 DH1237
 DH1237.The dynamic height is computed by dividing the NAVD 88
 DH1237.geopotential number by the normal gravity value computed on the
 DH1237.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1237.degrees latitude (g = 980.6199 gals.).
 DH1237
 DH1237.The modeled gravity was interpolated from observed gravity values.
 DH1237
 DH1237;                    North         East    Units  Estimated Accuracy
 DH1237;SPC AL W     -   430,140.      689,430.      MT  (+/- 180 meters Scaled)
 DH1237
 DH1237                          SUPERSEDED SURVEY CONTROL
 DH1237
 DH1237  NGVD 29 (??/??/92)  203.057  (m)          666.20   (f) ADJ UNCH    2 0
 DH1237
 DH1237.Superseded values are not recommended for survey control.
 DH1237.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1237.See file dsdata.txt to determine how the superseded data were derived.
 DH1237
 DH1237_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC431484(NAD 83)
 DH1237_MARKER: DB = BENCH MARK DISK
 DH1237_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1237_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1237_STAMPING: D-58 -- 1934
 DH1237_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1237+STABILITY: SURFACE MOTION
 DH1237
 DH1237  HISTORY     - Date     Condition        Report By
 DH1237  HISTORY     - 1934     MONUMENTED       CGS
 DH1237
 DH1237                          STATION DESCRIPTION
 DH1237
 DH1237'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH1237'6.3 MI SW FROM ONEONTA.
 DH1237'IS LOCATED 6.0 MILES SOUTHWEST OF THE LOUISVILLE AND NASHVILLE
 DH1237'RAILROAD DEPOT AT ONEONTA.  0.5 MILES SOUTHWEST OF ARMSTEAD.  128 NO.
 DH1237'YARDS NORTHEAST OF MILE POST L 415.  80.0 FEET EAST OF A CROSSING.
 DH1237'35.9 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK.  STANDARD TABLET SET
 DH1237'IN TOP OF CONCRETE POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0134 ***********************************************************************
 DH0134  DESIGNATION -  D 59
 DH0134  PID         -  DH0134
 DH0134  STATE/COUNTY-  AL/ST CLAIR
 DH0134  USGS QUAD   -  COX GAP (1972)
 DH0134
 DH0134                         *CURRENT SURVEY CONTROL
 DH0134  ___________________________________________________________________
 DH0134* NAD 83(1986)-  33 45 40.     (N)    086 13 32.     (W)     SCALED    
 DH0134* NAVD 88     -       221.578  (meters)     726.96   (feet)  ADJUSTED  
 DH0134  ___________________________________________________________________
 DH0134  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH0134  DYNAMIC HT  -         221.341 (meters)     726.18  (feet)  COMP
 DH0134  MODELED GRAV-     979,559.6   (mgal)                       NAVD 88
 DH0134
 DH0134  VERT ORDER  -  SECOND    CLASS 0
 DH0134
 DH0134.The horizontal coordinates were scaled from a topographic map and have
 DH0134.an estimated accuracy of +/- 6 seconds.
 DH0134
 DH0134.The orthometric height was determined by differential leveling
 DH0134.and adjusted by the National Geodetic Survey in June 1991..
 DH0134
 DH0134.The geoid height was determined by GEOID03.
 DH0134
 DH0134.The dynamic height is computed by dividing the NAVD 88
 DH0134.geopotential number by the normal gravity value computed on the
 DH0134.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0134.degrees latitude (g = 980.6199 gals.).
 DH0134
 DH0134.The modeled gravity was interpolated from observed gravity values.
 DH0134
 DH0134;                    North         East    Units  Estimated Accuracy
 DH0134;SPC AL E     -   361,680.      163,670.      MT  (+/- 180 meters Scaled)
 DH0134
 DH0134                          SUPERSEDED SURVEY CONTROL
 DH0134
 DH0134  NGVD 29 (??/??/92)  221.533  (m)          726.81   (f) ADJ UNCH    2 0
 DH0134
 DH0134.Superseded values are not recommended for survey control.
 DH0134.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0134.See file dsdata.txt to determine how the superseded data were derived.
 DH0134
 DH0134_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC717359(NAD 83)
 DH0134_MARKER: DB = BENCH MARK DISK
 DH0134_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0134_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0134_STAMPING: D-59--1934
 DH0134_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0134+STABILITY: SURFACE MOTION
 DH0134
 DH0134  HISTORY     - Date     Condition        Report By
 DH0134  HISTORY     - 1934     MONUMENTED       CGS
 DH0134
 DH0134                          STATION DESCRIPTION
 DH0134
 DH0134'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0134'7.6 MI S FROM ASHVILLE.
 DH0134'IS LOCATED 7.6 MILES SOUTH OF THE COURT HOUSE AT ASHVILLE.  IN THE
 DH0134'SOUTH SLOPE OF THE SECOND RANGE OF HILLS SOUTH OF ASHVILLE.  0.1 OF A
 DH0134'MILE NORTH OF A FARM HOUSE.  27.0 FEET SOUTH OF CENTERLINE OF ROAD.
 DH0134'STANDARD TABLET SET IN TOP OF CONCRETE POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1465 ***********************************************************************
 DG1465  DESIGNATION -  D 60
 DG1465  PID         -  DG1465
 DG1465  STATE/COUNTY-  AL/RANDOLPH
 DG1465  USGS QUAD   -  WADLEY SOUTH (1969)
 DG1465
 DG1465                         *CURRENT SURVEY CONTROL
 DG1465  ___________________________________________________________________
 DG1465* NAD 83(1986)-  33 06 40.     (N)    085 34 25.     (W)     SCALED    
 DG1465* NAVD 88     -       217.406  (meters)     713.27   (feet)  ADJUSTED  
 DG1465  ___________________________________________________________________
 DG1465  GEOID HEIGHT-         -29.21  (meters)                     GEOID03
 DG1465  DYNAMIC HT  -         217.156 (meters)     712.45  (feet)  COMP
 DG1465  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 DG1465
 DG1465  VERT ORDER  -  SECOND    CLASS 0
 DG1465
 DG1465.The horizontal coordinates were scaled from a topographic map and have
 DG1465.an estimated accuracy of +/- 6 seconds.
 DG1465
 DG1465.The orthometric height was determined by differential leveling
 DG1465.and adjusted by the National Geodetic Survey in June 1991..
 DG1465
 DG1465.The geoid height was determined by GEOID03.
 DG1465
 DG1465.The dynamic height is computed by dividing the NAVD 88
 DG1465.geopotential number by the normal gravity value computed on the
 DG1465.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1465.degrees latitude (g = 980.6199 gals.).
 DG1465
 DG1465.The modeled gravity was interpolated from observed gravity values.
 DG1465
 DG1465;                    North         East    Units  Estimated Accuracy
 DG1465;SPC AL E     -   289,550.      224,240.      MT  (+/- 180 meters Scaled)
 DG1465
 DG1465                          SUPERSEDED SURVEY CONTROL
 DG1465
 DG1465  NGVD 29 (??/??/92)  217.346  (m)          713.08   (f) ADJ UNCH    2 0
 DG1465
 DG1465.Superseded values are not recommended for survey control.
 DG1465.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1465.See file dsdata.txt to determine how the superseded data were derived.
 DG1465
 DG1465_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB330645(NAD 83)
 DG1465_MARKER: DB = BENCH MARK DISK
 DG1465_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1465_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1465_STAMPING: D 60 1934
 DG1465_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1465+STABILITY: SURFACE MOTION
 DG1465
 DG1465  HISTORY     - Date     Condition        Report By
 DG1465  HISTORY     - 1934     MONUMENTED       CGS
 DG1465  HISTORY     - 1949     MARK NOT FOUND   NGS
 DG1465
 DG1465                          STATION DESCRIPTION
 DG1465
 DG1465'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DG1465'1.1 MI SW FROM WADLEY.
 DG1465'1.1 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE ATLANTA,
 DG1465'BIRMINGHAM AND COAST RAILROAD STATION AT WADLEY, RANDOLPH COUNTY,
 DG1465'0.1 MILE NORTH OF THE JUNCTION OF A ROAD TO THE SOUTH, 47 YARDS
 DG1465'NORTHWEST OF THE NORTHWEST CORNER OF A FARMHOUSE, AND 38 FEET
 DG1465'WEST OF THE CENTERLINE OF A HIGHWAY.  A STANDARD DISK, STAMPED
 DG1465'D 60 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1465'ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0985 ***********************************************************************
 EF0985  DESIGNATION -  D 62
 EF0985  PID         -  EF0985
 EF0985  STATE/COUNTY-  AL/MARION
 EF0985  USGS QUAD   -  HAMILTON (1983)
 EF0985
 EF0985                         *CURRENT SURVEY CONTROL
 EF0985  ___________________________________________________________________
 EF0985* NAD 83(1986)-  34 13 37.     (N)    087 54 30.     (W)     SCALED    
 EF0985* NAVD 88     -       249.548  (meters)     818.73   (feet)  ADJUSTED  
 EF0985  ___________________________________________________________________
 EF0985  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EF0985  DYNAMIC HT  -         249.295 (meters)     817.90  (feet)  COMP
 EF0985  MODELED GRAV-     979,616.1   (mgal)                       NAVD 88
 EF0985
 EF0985  VERT ORDER  -  SECOND    CLASS 0
 EF0985
 EF0985.The horizontal coordinates were scaled from a topographic map and have
 EF0985.an estimated accuracy of +/- 6 seconds.
 EF0985
 EF0985.The orthometric height was determined by differential leveling
 EF0985.and adjusted by the National Geodetic Survey in June 1991..
 EF0985.WARNING-Repeat measurements at this control monument indicate possible
 EF0985.vertical movement.
 EF0985
 EF0985.The geoid height was determined by GEOID03.
 EF0985
 EF0985.The dynamic height is computed by dividing the NAVD 88
 EF0985.geopotential number by the normal gravity value computed on the
 EF0985.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0985.degrees latitude (g = 980.6199 gals.).
 EF0985
 EF0985.The modeled gravity was interpolated from observed gravity values.
 EF0985
 EF0985;                    North         East    Units  Estimated Accuracy
 EF0985;SPC AL W     -   468,770.      562,380.      MT  (+/- 180 meters Scaled)
 EF0985
 EF0985                          SUPERSEDED SURVEY CONTROL
 EF0985
 EF0985  NGVD 29 (??/??/92)  249.488  (m)          818.53   (f) ADJ UNCH    2 0
 EF0985
 EF0985.Superseded values are not recommended for survey control.
 EF0985.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0985.See file dsdata.txt to determine how the superseded data were derived.
 EF0985
 EF0985_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC163876(NAD 83)
 EF0985_MARKER: DB = BENCH MARK DISK
 EF0985_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0985_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0985_STAMPING: D 62 1934
 EF0985_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0985+STABILITY: SURFACE MOTION
 EF0985
 EF0985  HISTORY     - Date     Condition        Report By
 EF0985  HISTORY     - 1935     MONUMENTED       CGS
 EF0985
 EF0985                          STATION DESCRIPTION
 EF0985
 EF0985'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EF0985'6.1 MI S FROM HACKLEBURG.
 EF0985'6.1 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE ILLINOIS CENTRAL
 EF0985'RAILROAD STATION AT HACKLEBURG, MARION COUNTY, 330 FEET NORTH OF THE
 EF0985'JUNCTION OF A ROAD LEADING WEST, 75 FEET NORTH OF A CORNER OF DEES
 EF0985'STORE, 36 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTH OF
 EF0985'A WHITE WOODEN WITNESS POST, AND 2 FEET FROM A LOW BANK.  A STANDARD
 EF0985'DISK, STAMPED D 62 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1825 ***********************************************************************
 DG1825  DESIGNATION -  D 63 RESET
 DG1825  PID         -  DG1825
 DG1825  STATE/COUNTY-  AL/CLEBURNE
 DG1825  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1825
 DG1825                         *CURRENT SURVEY CONTROL
 DG1825  ___________________________________________________________________
 DG1825* NAD 83(1986)-  33 30 34.     (N)    085 37 30.     (W)     SCALED    
 DG1825* NAVD 88     -       251.66   (meters)     825.7    (feet)  RESET     
 DG1825  ___________________________________________________________________
 DG1825  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1825
 DG1825  VERT ORDER  -  THIRD
 DG1825
 DG1825.The horizontal coordinates were scaled from a topographic map and have
 DG1825.an estimated accuracy of +/- 6 seconds.
 DG1825
 DG1825.The orthometric height was computed from unverified reset data.
 DG1825
 DG1825.The geoid height was determined by GEOID03.
 DG1825
 DG1825;                    North         East    Units  Estimated Accuracy
 DG1825;SPC AL E     -   333,710.      219,360.      MT  (+/- 180 meters Scaled)
 DG1825
 DG1825                          SUPERSEDED SURVEY CONTROL
 DG1825
 DG1825.No superseded survey control is available for this station.
 DG1825
 DG1825_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC277086(NAD 83)
 DG1825_MARKER: DB = BENCH MARK DISK
 DG1825_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1825_SP_SET: BRIDGE
 DG1825_STAMPING: D 63 RESET 1971
 DG1825_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1825
 DG1825  HISTORY     - Date     Condition        Report By
 DG1825  HISTORY     - 1971     MONUMENTED       ALHD
 DG1825  HISTORY     - 1971     GOOD             NGS
 DG1825
 DG1825                          STATION DESCRIPTION
 DG1825
 DG1825'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 DG1825'10.3 MI SW FROM HEFLIN.
 DG1825'ABOUT 10.3 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE
 DG1825'COUNTY COURTHOUSE AT HEFLIN, THENCE ABOUT 1.1 MILES SOUTHEAST
 DG1825'ALONG U.S. HIGHWAY 431, AT THE NORTH END OF THE CONCRETE BRIDGE
 DG1825'OVER THE TALLAPOOSA RIVER, IN THE TOP OF THE EAST WING WALL OF THE
 DG1825'ABUTMENT, AND ABOUT 25 FT. EAST OF THE CENTER LINE OF BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0546 ***********************************************************************
 BU0546  DESIGNATION -  D 65
 BU0546  PID         -  BU0546
 BU0546  STATE/COUNTY-  AL/BUTLER
 BU0546  USGS QUAD   -  MC KENZIE (1986)
 BU0546
 BU0546                         *CURRENT SURVEY CONTROL
 BU0546  ___________________________________________________________________
 BU0546* NAD 83(1986)-  31 32 06.     (N)    086 42 50.     (W)     SCALED    
 BU0546* NAVD 88     -       133.911  (meters)     439.34   (feet)  ADJUSTED  
 BU0546  ___________________________________________________________________
 BU0546  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BU0546  DYNAMIC HT  -         133.748 (meters)     438.80  (feet)  COMP
 BU0546  MODELED GRAV-     979,420.6   (mgal)                       NAVD 88
 BU0546
 BU0546  VERT ORDER  -  SECOND    CLASS 0
 BU0546
 BU0546.The horizontal coordinates were scaled from a topographic map and have
 BU0546.an estimated accuracy of +/- 6 seconds.
 BU0546
 BU0546.The orthometric height was determined by differential leveling
 BU0546.and adjusted by the National Geodetic Survey in June 1991..
 BU0546
 BU0546.The geoid height was determined by GEOID03.
 BU0546
 BU0546.The dynamic height is computed by dividing the NAVD 88
 BU0546.geopotential number by the normal gravity value computed on the
 BU0546.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0546.degrees latitude (g = 980.6199 gals.).
 BU0546
 BU0546.The modeled gravity was interpolated from observed gravity values.
 BU0546
 BU0546;                    North         East    Units  Estimated Accuracy
 BU0546;SPC AL W     -   170,440.      674,650.      MT  (+/- 180 meters Scaled)
 BU0546
 BU0546                          SUPERSEDED SURVEY CONTROL
 BU0546
 BU0546  NGVD 29 (??/??/92)  133.906  (m)          439.32   (f) ADJ UNCH    2 0
 BU0546
 BU0546.Superseded values are not recommended for survey control.
 BU0546.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0546.See file dsdata.txt to determine how the superseded data were derived.
 BU0546
 BU0546_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV271889(NAD 83)
 BU0546_MARKER: DB = BENCH MARK DISK
 BU0546_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0546_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0546_STAMPING: D 65 1934
 BU0546_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0546+STABILITY: SURFACE MOTION
 BU0546
 BU0546  HISTORY     - Date     Condition        Report By
 BU0546  HISTORY     - 1934     MONUMENTED       CGS
 BU0546  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0546
 BU0546                          STATION DESCRIPTION
 BU0546
 BU0546'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0546'0.2 MI S FROM MCKENZIE.
 BU0546'0.2 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU0546'STATION AT MCKENZIE, BUTLER COUNTY, AT THE CROSSING OF STATE HIGHWAY
 BU0546'55, 17 FEET SOUTHWEST OF THE FIRST POLE SOUTHWEST OF THE CROSSING, 51
 BU0546'FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, AND 27 FEET EAST OF
 BU0546'THE EAST RAIL.  A STANDARD DISK, STAMPED D 65 1934 AND SET IN THE TOP
 BU0546'OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 BU0546
 BU0546                          STATION RECOVERY (1971)
 BU0546
 BU0546'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0546'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0382 ***********************************************************************
 BU0382  DESIGNATION -  D 66
 BU0382  PID         -  BU0382
 BU0382  STATE/COUNTY-  AL/COVINGTON
 BU0382  USGS QUAD   -  WING (1971)
 BU0382
 BU0382                         *CURRENT SURVEY CONTROL
 BU0382  ___________________________________________________________________
 BU0382* NAD 83(1986)-  31 01 35.     (N)    086 36 39.     (W)     SCALED    
 BU0382* NAVD 88     -        78.698  (meters)     258.19   (feet)  ADJUSTED  
 BU0382  ___________________________________________________________________
 BU0382  GEOID HEIGHT-         -27.02  (meters)                     GEOID03
 BU0382  DYNAMIC HT  -          78.601 (meters)     257.88  (feet)  COMP
 BU0382  MODELED GRAV-     979,400.9   (mgal)                       NAVD 88
 BU0382
 BU0382  VERT ORDER  -  SECOND    CLASS 0
 BU0382
 BU0382.The horizontal coordinates were scaled from a topographic map and have
 BU0382.an estimated accuracy of +/- 6 seconds.
 BU0382
 BU0382.The orthometric height was determined by differential leveling
 BU0382.and adjusted by the National Geodetic Survey in June 1991..
 BU0382
 BU0382.The geoid height was determined by GEOID03.
 BU0382
 BU0382.The dynamic height is computed by dividing the NAVD 88
 BU0382.geopotential number by the normal gravity value computed on the
 BU0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0382.degrees latitude (g = 980.6199 gals.).
 BU0382
 BU0382.The modeled gravity was interpolated from observed gravity values.
 BU0382
 BU0382;                    North         East    Units  Estimated Accuracy
 BU0382;SPC AL E     -    58,620.      125,770.      MT  (+/- 180 meters Scaled)
 BU0382
 BU0382                          SUPERSEDED SURVEY CONTROL
 BU0382
 BU0382  NGVD 29 (??/??/92)   78.77   (m)          258.4    (f) COMPUTED    2 0
 BU0382
 BU0382.Superseded values are not recommended for survey control.
 BU0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0382.See file dsdata.txt to determine how the superseded data were derived.
 BU0382
 BU0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV371325(NAD 83)
 BU0382_MARKER: DB = BENCH MARK DISK
 BU0382_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0382_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0382_STAMPING: D-66--1934
 BU0382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0382+STABILITY: SURFACE MOTION
 BU0382
 BU0382  HISTORY     - Date     Condition        Report By
 BU0382  HISTORY     - 1934     MONUMENTED       CGS
 BU0382  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0382
 BU0382                          STATION DESCRIPTION
 BU0382
 BU0382'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0382'17.5 MI S FROM ROME.
 BU0382'17.5 MILES S. OF ALONG ST. HY. 12 AND RD. TO BAKER.  D-66 IS LOCATED
 BU0382'11.7 MILES SOUTH OF THE JUNCTION OF STATE HY. NO. 12 WITH THE ROAD TO
 BU0382'BAKER, FLA.  0.2 OF MILE SOUTH OF THE STORE AT WING.  ON SOUTH SLOPE
 BU0382'OF A HIGHWAY HILL.  330 FT. NORTHWEST OF THE NORTHWEST CORNER OF A 4 X
 BU0382'3 FT. CONCRETE CULVERT UNDER ROAD.  40 FT. WEST OF CENTERLINE OF THE
 BU0382'BAKER-ANDALUSIA ROAD.  STANDARD TABLET SET IN TOP OF A CONCRETE POST 4
 BU0382'IN. HIGH.
 BU0382
 BU0382                          STATION RECOVERY (1971)
 BU0382
 BU0382'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1202 ***********************************************************************
 BT1202  DESIGNATION -  D 67
 BT1202  PID         -  BT1202
 BT1202  STATE/COUNTY-  AL/COFFEE
 BT1202  USGS QUAD   -  NEW BROCKTON (1990)
 BT1202
 BT1202                         *CURRENT SURVEY CONTROL
 BT1202  ___________________________________________________________________
 BT1202* NAD 83(1986)-  31 23 18.     (N)    085 55 51.     (W)     SCALED    
 BT1202* NAVD 88     -       137.538  (meters)     451.24   (feet)  ADJUSTED  
 BT1202  ___________________________________________________________________
 BT1202  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 BT1202  DYNAMIC HT  -         137.370 (meters)     450.69  (feet)  COMP
 BT1202  MODELED GRAV-     979,413.4   (mgal)                       NAVD 88
 BT1202
 BT1202  VERT ORDER  -  SECOND    CLASS 0
 BT1202
 BT1202.The horizontal coordinates were scaled from a topographic map and have
 BT1202.an estimated accuracy of +/- 6 seconds.
 BT1202
 BT1202.The orthometric height was determined by differential leveling
 BT1202.and adjusted by the National Geodetic Survey in June 1991..
 BT1202
 BT1202.The geoid height was determined by GEOID03.
 BT1202
 BT1202.The dynamic height is computed by dividing the NAVD 88
 BT1202.geopotential number by the normal gravity value computed on the
 BT1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1202.degrees latitude (g = 980.6199 gals.).
 BT1202
 BT1202.The modeled gravity was interpolated from observed gravity values.
 BT1202
 BT1202;                    North         East    Units  Estimated Accuracy
 BT1202;SPC AL E     -    98,490.      190,730.      MT  (+/- 180 meters Scaled)
 BT1202
 BT1202                          SUPERSEDED SURVEY CONTROL
 BT1202
 BT1202  NGVD 29 (??/??/92)  137.565  (m)          451.33   (f) ADJ UNCH    2 0
 BT1202
 BT1202.Superseded values are not recommended for survey control.
 BT1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1202.See file dsdata.txt to determine how the superseded data were derived.
 BT1202
 BT1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV016731(NAD 83)
 BT1202_MARKER: DB = BENCH MARK DISK
 BT1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1202_STAMPING: D 67 1935
 BT1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1202+STABILITY: SURFACE MOTION
 BT1202
 BT1202  HISTORY     - Date     Condition        Report By
 BT1202  HISTORY     - 1935     MONUMENTED       CGS
 BT1202  HISTORY     - 1965     MARK NOT FOUND   DMA
 BT1202
 BT1202                          STATION DESCRIPTION
 BT1202
 BT1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BT1202'AT NEW BROCKTON.
 BT1202'AT NEW BROCKTON, COFFEE COUNTY, ON THE ATLANTIC COAST LINE RAILROAD,
 BT1202'152 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STATION, AT
 BT1202'A ROAD CROSSING, 81 FEET WEST OF THE CENTER LINE OF THE ROAD, AND
 BT1202'28 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK.  A STANDARD DISK,
 BT1202'STAMPED D 67 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT1202'ABOUT 1 INCH ABOVE GROUND.
 BT1202
 BT1202                          STATION RECOVERY (1965)
 BT1202
 BT1202'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1202'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0788 ***********************************************************************
 CM0788  DESIGNATION -  D 68
 CM0788  PID         -  CM0788
 CM0788  STATE/COUNTY-  AL/RUSSELL
 CM0788  USGS QUAD   -  PITTSVIEW (1984)
 CM0788
 CM0788                         *CURRENT SURVEY CONTROL
 CM0788  ___________________________________________________________________
 CM0788* NAD 83(1986)-  32 11 15.     (N)    085 09 43.     (W)     SCALED    
 CM0788* NAVD 88     -        73.451  (meters)     240.98   (feet)  ADJUSTED  
 CM0788  ___________________________________________________________________
 CM0788  GEOID HEIGHT-         -26.60  (meters)                     GEOID03
 CM0788  DYNAMIC HT  -          73.368 (meters)     240.71  (feet)  COMP
 CM0788  MODELED GRAV-     979,501.3   (mgal)                       NAVD 88
 CM0788
 CM0788  VERT ORDER  -  SECOND    CLASS 0
 CM0788
 CM0788.The horizontal coordinates were scaled from a topographic map and have
 CM0788.an estimated accuracy of +/- 6 seconds.
 CM0788
 CM0788.The orthometric height was determined by differential leveling
 CM0788.and adjusted by the National Geodetic Survey in June 1991..
 CM0788
 CM0788.The geoid height was determined by GEOID03.
 CM0788
 CM0788.The dynamic height is computed by dividing the NAVD 88
 CM0788.geopotential number by the normal gravity value computed on the
 CM0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0788.degrees latitude (g = 980.6199 gals.).
 CM0788
 CM0788.The modeled gravity was interpolated from observed gravity values.
 CM0788
 CM0788;                    North         East    Units  Estimated Accuracy
 CM0788;SPC AL E     -   187,290.      263,310.      MT  (+/- 180 meters Scaled)
 CM0788
 CM0788                          SUPERSEDED SURVEY CONTROL
 CM0788
 CM0788  NGVD 29 (??/??/92)   73.486  (m)          241.10   (f) ADJ UNCH    2 0
 CM0788
 CM0788.Superseded values are not recommended for survey control.
 CM0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0788.See file dsdata.txt to determine how the superseded data were derived.
 CM0788
 CM0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA732627(NAD 83)
 CM0788_MARKER: DB = BENCH MARK DISK
 CM0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0788_STAMPING: D 68 1934
 CM0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0788+STABILITY: SURFACE MOTION
 CM0788
 CM0788  HISTORY     - Date     Condition        Report By
 CM0788  HISTORY     - 1934     MONUMENTED       CGS
 CM0788  HISTORY     - 1952     GOOD             NGS
 CM0788
 CM0788                          STATION DESCRIPTION
 CM0788
 CM0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0788'AT PITTSVIEW.
 CM0788'AT PITTSVIEW, ABOUT 0.15 MILE EAST ALONG SEABOARD AIR LINE
 CM0788'RAILROAD FROM THE CROSSING OF U.S. HIGHWAY 241, ABOUT 14 RAILS
 CM0788'EAST OF EAST END OF STATION, ABOUT 10 1/2 RAILS EAST OF MILE
 CM0788'POST 761, ALONG THE NORTH EDGE OF A PECAN GROVE, 51 FEET SOUTH
 CM0788'OF SOUTH RAIL OF MAIN TRACK, 24 FEET SOUTH-SOUTHEAST OF THE
 CM0788'THIRD TELEPHONE POLE EAST OF MILE POST, 4 FEET SOUTH OF A FENCE
 CM0788'LINE, 95 FEET WEST OF A POWER POLE, 1 FOOT EAST OF A WHITE WOODEN
 CM0788'WITNESS POST, ABOUT 2 FEET BELOW TRACK LEVEL AND SET IN THE TOP
 CM0788'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1179 ***********************************************************************
 CM1179  DESIGNATION -  D 69
 CM1179  PID         -  CM1179
 CM1179  STATE/COUNTY-  AL/MACON
 CM1179  USGS QUAD   -  TUSKEGEE (1983)
 CM1179
 CM1179                         *CURRENT SURVEY CONTROL
 CM1179  ___________________________________________________________________
 CM1179* NAD 83(1986)-  32 27 25.     (N)    085 41 20.     (W)     SCALED    
 CM1179* NAVD 88     -        90.170  (meters)     295.83   (feet)  ADJUSTED  
 CM1179  ___________________________________________________________________
 CM1179  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CM1179  DYNAMIC HT  -          90.065 (meters)     295.49  (feet)  COMP
 CM1179  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 CM1179
 CM1179  VERT ORDER  -  SECOND    CLASS 0
 CM1179
 CM1179.The horizontal coordinates were scaled from a topographic map and have
 CM1179.an estimated accuracy of +/- 6 seconds.
 CM1179
 CM1179.The orthometric height was determined by differential leveling
 CM1179.and adjusted by the National Geodetic Survey in June 1991..
 CM1179
 CM1179.The geoid height was determined by GEOID03.
 CM1179
 CM1179.The dynamic height is computed by dividing the NAVD 88
 CM1179.geopotential number by the normal gravity value computed on the
 CM1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1179.degrees latitude (g = 980.6199 gals.).
 CM1179
 CM1179.The modeled gravity was interpolated from observed gravity values.
 CM1179
 CM1179;                    North         East    Units  Estimated Accuracy
 CM1179;SPC AL E     -   216,980.      213,580.      MT  (+/- 180 meters Scaled)
 CM1179
 CM1179                          SUPERSEDED SURVEY CONTROL
 CM1179
 CM1179  NGVD 29 (??/??/92)   90.14   (m)          295.7    (f) COMPUTED    2 0
 CM1179
 CM1179.Superseded values are not recommended for survey control.
 CM1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1179.See file dsdata.txt to determine how the superseded data were derived.
 CM1179
 CM1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA232918(NAD 83)
 CM1179_MARKER: DB = BENCH MARK DISK
 CM1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1179_STAMPING: D 69 1934
 CM1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1179+STABILITY: SURFACE MOTION
 CM1179
 CM1179  HISTORY     - Date     Condition        Report By
 CM1179  HISTORY     - 1934     MONUMENTED       CGS
 CM1179  HISTORY     - 1970     MARK NOT FOUND   USGS
 CM1179
 CM1179                          STATION DESCRIPTION
 CM1179
 CM1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1179'2.5 MI NW FROM TUSKEGEE.
 CM1179'D-69 IS LOCATED 2.5 MILES NORTHWEST OF THE TUSKEGEE RAILROAD
 CM1179'DEPOT AT TUSKEGEE, 2.5 MILES SOUTHEAST OF CHEHAW, 0.35 OF A MILE
 CM1179'SOUTHEAST OF STATE HIGHWAY 29 AT POINT WHERE IT CROSSES TRACK,
 CM1179'14.3 FEET NORTHEAST OF NORTHEAST RAIL OF TRACK, ON A CURVE IN
 CM1179'THE RAILROAD R/W.  STANDARD TABLET SET IN TOP OF CONCRETE POST
 CM1179'6 INCHES HIGH.
 CM1179
 CM1179                          STATION RECOVERY (1970)
 CM1179
 CM1179'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM1179'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0704 ***********************************************************************
 DH0704  DESIGNATION -  D 6=PTS 41
 DH0704  PID         -  DH0704
 DH0704  STATE/COUNTY-  AL/SHELBY
 DH0704  USGS QUAD   -  PEA RIDGE (1979)
 DH0704
 DH0704                         *CURRENT SURVEY CONTROL
 DH0704  ___________________________________________________________________
 DH0704* NAD 83(1986)-  33 12 52.     (N)    086 57 36.     (W)     SCALED    
 DH0704* NAVD 88     -       112.311  (meters)     368.47   (feet)  ADJUSTED  
 DH0704  ___________________________________________________________________
 DH0704  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0704  DYNAMIC HT  -         112.186 (meters)     368.06  (feet)  COMP
 DH0704  MODELED GRAV-     979,516.3   (mgal)                       NAVD 88
 DH0704
 DH0704  VERT ORDER  -  FIRST     CLASS II
 DH0704
 DH0704.The horizontal coordinates were scaled from a topographic map and have
 DH0704.an estimated accuracy of +/- 6 seconds.
 DH0704
 DH0704.The orthometric height was determined by differential leveling
 DH0704.and adjusted by the National Geodetic Survey in June 1991..
 DH0704
 DH0704.The geoid height was determined by GEOID03.
 DH0704
 DH0704.The dynamic height is computed by dividing the NAVD 88
 DH0704.geopotential number by the normal gravity value computed on the
 DH0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0704.degrees latitude (g = 980.6199 gals.).
 DH0704
 DH0704.The modeled gravity was interpolated from observed gravity values.
 DH0704
 DH0704;                    North         East    Units  Estimated Accuracy
 DH0704;SPC AL W     -   356,520.      650,340.      MT  (+/- 180 meters Scaled)
 DH0704
 DH0704                          SUPERSEDED SURVEY CONTROL
 DH0704
 DH0704  NGVD 29 (??/??/92)  112.274  (m)          368.35   (f) ADJ UNCH    1 2
 DH0704
 DH0704.Superseded values are not recommended for survey control.
 DH0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0704.See file dsdata.txt to determine how the superseded data were derived.
 DH0704
 DH0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB037750(NAD 83)
 DH0704_MARKER: DB = BENCH MARK DISK
 DH0704_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0704_SP_SET: BRIDGE
 DH0704_STAMPING: PRIM TRAV STA NO 41 ADJ 1903 368.323 FT D 6
 DH0704_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0704_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH0704+SATELLITE: SATELLITE OBSERVATIONS - April 29, 2003
 DH0704
 DH0704  HISTORY     - Date     Condition        Report By
 DH0704  HISTORY     - 1903     MONUMENTED       USGS
 DH0704  HISTORY     - 1917     GOOD             NGS
 DH0704  HISTORY     - 1944     GOOD             NGS
 DH0704  HISTORY     - 20030429 GOOD             GEOCAC
 DH0704
 DH0704                          STATION DESCRIPTION
 DH0704
 DH0704'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 DH0704'1.7 MI N FROM GURNEE JUNCTION.
 DH0704'1.7 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT GURNEE
 DH0704'JUNCTION, SHELBY COUNTY, 0.2 MILE NORTH OF MILEPOST 18, AT A BRIDGE
 DH0704'OVER CAHABA RIVER, AND IN THE TOP OF THE WEST END OF THE CAPSTONE TO
 DH0704'THE SOUTH ABUTMENT.  A UNITED STATES GEOLOGICAL SURVEY STANDARD DISK,
 DH0704'STAMPED PRIM TRAV STA NO 41 ADJ 1903 368.323 FT D 6.
 DH0704
 DH0704                          STATION RECOVERY (1944)
 DH0704
 DH0704'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DH0704'RECOVERED IN GOOD CONDITION.
 DH0704
 DH0704                          STATION RECOVERY (2003)
 DH0704
 DH0704'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0704'TO REACH THE MARK TRAVEL WEST ON HWY 10 FROM MONTEVALLO TO SHELBY
 DH0704'COUNTY HWY 270 WHICH IS A DIRT ROAD AND IS ALSO THE ENTRANCE TO THE
 DH0704'NEW CENTURY MINING COMPANY WHICH IS CURRENTLY MINING COAL FROM THE
 DH0704'FORMER GURNEE MINES.
 DH0704' 
 DH0704'TRAVEL NORTH ON HWY 270 APPROXIMATELY 2.5 MILES TO AN UNMARKED ROAD
 DH0704'LEADING WEST. THIS UNMARKED ROAD IS NOT PAVED AND IS RUTTED AND IS
 DH0704'BEST TRAVERSED VIA A TRUCK OR SIMILAR 4-WHEEL DRIVE VEHICLE.
 DH0704' 
 DH0704'TRAVEL WEST ON THE UNMARKED ROAD OVER TWO SETS OF RAILRAOD TRACKS AND
 DH0704'TRAVEL APPROXIMATELY 0.5 MILES TO THE POINT WHERE THE UNMARKED ROAD
 DH0704'REACHES AN END AT SITE OF THE BRIDGE MENTIONED IN THE ORIGINAL
 DH0704'DESCRIPTION.
 DH0704' 
 DH0704'THE SOUTHERN RAILWAY STATION MENTIONED IN THE ORIGINAL DESCRIPTION IS
 DH0704'NO LONGER IN EXISTENCE. THE MARK IS LOCATED APPROXIMATELY 0.2 MILES
 DH0704'NORTH OF MILEPOST 18 AT A BRIDGE LOCATED OVER THE CAHABA RIVER IN
 DH0704'SHELBY COUNTY. THE MARK IS SET IN THE WEST END OF THE CAPSTONE OF THE
 DH0704'SOUTH ABUTMENT OF THE RAILWAY BRIDGE.
 DH0704' 
 DH0704'USING A CONSUMER GRADE GPS RECEIVER I RECORDED THE COORDINATES OF N 33
 DH0704'12.872 W 086 57.593 WHILE RECEIVING WAAS CORRECTION SIGNALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1175 ***********************************************************************
 CN1175  DESIGNATION -  D 7
 CN1175  PID         -  CN1175
 CN1175  STATE/COUNTY-  AL/AUTAUGA
 CN1175  USGS QUAD   -  JONES (1982)
 CN1175
 CN1175                         *CURRENT SURVEY CONTROL
 CN1175  ___________________________________________________________________
 CN1175* NAD 83(1986)-  32 35 11.     (N)    086 53 52.     (W)     SCALED    
 CN1175* NAVD 88     -        60.608  (meters)     198.84   (feet)  ADJUSTED  
 CN1175  ___________________________________________________________________
 CN1175  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CN1175  DYNAMIC HT  -          60.538 (meters)     198.62  (feet)  COMP
 CN1175  MODELED GRAV-     979,478.3   (mgal)                       NAVD 88
 CN1175
 CN1175  VERT ORDER  -  FIRST     CLASS II
 CN1175
 CN1175.The horizontal coordinates were scaled from a topographic map and have
 CN1175.an estimated accuracy of +/- 6 seconds.
 CN1175
 CN1175.The orthometric height was determined by differential leveling
 CN1175.and adjusted by the National Geodetic Survey in June 1991..
 CN1175
 CN1175.The geoid height was determined by GEOID03.
 CN1175
 CN1175.The dynamic height is computed by dividing the NAVD 88
 CN1175.geopotential number by the normal gravity value computed on the
 CN1175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1175.degrees latitude (g = 980.6199 gals.).
 CN1175
 CN1175.The modeled gravity was interpolated from observed gravity values.
 CN1175
 CN1175;                    North         East    Units  Estimated Accuracy
 CN1175;SPC AL W     -   286,910.      656,540.      MT  (+/- 180 meters Scaled)
 CN1175
 CN1175                          SUPERSEDED SURVEY CONTROL
 CN1175
 CN1175  NGVD 29 (??/??/92)   60.57   (m)          198.7    (f) COMPUTED    1 2
 CN1175
 CN1175.Superseded values are not recommended for survey control.
 CN1175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1175.See file dsdata.txt to determine how the superseded data were derived.
 CN1175
 CN1175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB095054(NAD 83)
 CN1175_MARKER: DB = BENCH MARK DISK
 CN1175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1175_STAMPING: ELEV 198.773 FT D 7
 CN1175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1175+STABILITY: SURFACE MOTION
 CN1175
 CN1175  HISTORY     - Date     Condition        Report By
 CN1175  HISTORY     - UNK      MONUMENTED       CGS
 CN1175  HISTORY     - 1917     GOOD             NGS
 CN1175  HISTORY     - 1949     MARK NOT FOUND   NGS
 CN1175
 CN1175                          STATION DESCRIPTION
 CN1175
 CN1175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1917
 CN1175'IN JONES.
 CN1175'AT JONES, AUTAUGA COUNTY, ON THE SOUTHERN RAILWAY, 80.8 FEET SOUTH OF
 CN1175'THE SOUTH END OF BRIDGE 175-8N, 72.4 FEET WEST OF A FREIGHT HOUSE,
 CN1175'48.3 FEET WEST OF THE WEST RAIL, AND 5.1 FEET SOUTH OF A POLE.  A
 CN1175'STANDARD DISK, STAMPED ELEV 198.773 FT D 7 AND SET IN THE TOP OF A
 CN1175'CONCRETE POST.
 CN1175
 CN1175                          STATION RECOVERY (1949)
 CN1175
 CN1175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CN1175'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2403 ***********************************************************************
 BT2403  DESIGNATION -  D 80
 BT2403  PID         -  BT2403
 BT2403  STATE/COUNTY-  AL/HOUSTON
 BT2403  USGS QUAD   -  HEADLAND (1969)
 BT2403
 BT2403                         *CURRENT SURVEY CONTROL
 BT2403  ___________________________________________________________________
 BT2403* NAD 83(1992)-  31 18 48.55138(N)    085 21 39.19869(W)     ADJUSTED  
 BT2403* NAVD 88     -        99.1    (meters)     325.     (feet)  GPS OBS   
 BT2403  ___________________________________________________________________
 BT2403  X           -     441,121.547 (meters)                     COMP
 BT2403  Y           -  -5,436,202.118 (meters)                     COMP
 BT2403  Z           -   3,295,674.363 (meters)                     COMP
 BT2403  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 BT2403  ELLIP HEIGHT-          72.09  (meters)          (07/29/02) GPS OBS
 BT2403  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 BT2403
 BT2403  HORZ ORDER  -  FIRST
 BT2403  ELLP ORDER  -  FOURTH    CLASS I
 BT2403
 BT2403.The horizontal coordinates were established by GPS observations
 BT2403.and adjusted by the National Geodetic Survey in December 1992..
 BT2403
 BT2403.The orthometric height was determined by GPS observations and a
 BT2403.high-resolution geoid model.
 BT2403
 BT2403.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2403
 BT2403.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2403
 BT2403.The ellipsoidal height was determined by GPS observations
 BT2403.and is referenced to NAD 83.
 BT2403
 BT2403.The geoid height was determined by GEOID03.
 BT2403
 BT2403;                    North         East     Units Scale Factor Converg.
 BT2403;SPC AL E     -    90,282.270   244,970.651   MT  0.99998493   +0 14 44.0
 BT2403;UTM  16      - 3,465,504.680   655,975.135   MT  0.99990008   +0 51 07.4
 BT2403
 BT2403!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2403!SPC AL E     -   0.99998868  x   0.99998493  =   0.99997361
 BT2403!UTM  16      -   0.99998868  x   0.99990008  =   0.99988876
 BT2403
 BT2403                          SUPERSEDED SURVEY CONTROL
 BT2403
 BT2403  ELLIP H (12/04/92)   72.12   (m)                       GP(       ) 4 1
 BT2403  NAD 83(1986)-  31 18 48.55772(N)    085 21 39.20004(W) AD(       ) 1
 BT2403  NGVD 29 (12/04/92)   99.2    (m)          325.     (f) GPS OBS        
 BT2403
 BT2403.Superseded values are not recommended for survey control.
 BT2403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2403.See file dsdata.txt to determine how the superseded data were derived.
 BT2403
 BT2403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5597565505(NAD 83)
 BT2403_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BT2403_SETTING: 0 = UNSPECIFIED SETTING
 BT2403_STAMPING: 1990 D-80
 BT2403_MARK LOGO: AL0930
 BT2403_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2403_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2403+STABILITY: SURFACE MOTION
 BT2403_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2403+SATELLITE: SATELLITE OBSERVATIONS - November 25, 1991
 BT2403
 BT2403  HISTORY     - Date     Condition        Report By
 BT2403  HISTORY     - 1990     MONUMENTED       AL0930
 BT2403  HISTORY     - 19911125 GOOD
 BT2403
 BT2403                          STATION DESCRIPTION
 BT2403
 BT2403'DESCRIBED BY CITY OF DOTHAN ALABAMA 1990
 BT2403'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE SOUTHWEST RIGHT OF WAY
 BT2403'OF AN UNPAVED COUNTY ROAD IN KINSEY.
 BT2403'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND THE NORTH SIDE
 BT2403'OF ROSS CLARK CIRCLE (MILE POST 17.75 ON U.S. 431 AND MILE POST 4.95
 BT2403'ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE NORTHEAST ON U.S. 431 FOR 4.45
 BT2403'MI (7.16 KM) TO MILE POST 22.20 AND AN UNPAVED COUNTY ROAD LEFT AND
 BT2403'RIGHT, TURN LEFT ON THE UNPAVED COUNTY ROAD AND DRIVE NORTHWEST FOR
 BT2403'0.60 MI (0.97 KM) TO THE STATION ON THE LEFT.
 BT2403'THE STATION IS A CITY OF DOTHAN GPS SURVEY DISK SET ON THE TOP OF A
 BT2403'ROD DRIVEN INTO THE GROUND AND SURROUNDED BY CONCRETE.  IT IS 22.0 FT
 BT2403'(6.7 M) SOUTHWEST OF THE CENTER OF AN UNPAVED COUNTY ROAD, 31.4 FT
 BT2403'(9.6 M) SOUTH-SOUTHEAST OF THE SOUTHWEST END OF AN 18-INCH CONCRETE
 BT2403'PIPE UNDER THE UNPAVED COUNTY ROAD, APPROXIMATELY 100 YARDS
 BT2403'SOUTH-SOUTHEAST OF A BIEGE STUCCO HOUSE, 3.0 FT (0.9 M) EAST OF A
 BT2403'CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2403'STATION 35-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2403
 BT2403                          STATION RECOVERY (1991)
 BT2403
 BT2403'RECOVERED 1991
 BT2403'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2404 ***********************************************************************
 BT2404  DESIGNATION -  D 84
 BT2404  PID         -  BT2404
 BT2404  STATE/COUNTY-  AL/HOUSTON
 BT2404  USGS QUAD   -  DOTHAN EAST (1981)
 BT2404
 BT2404                         *CURRENT SURVEY CONTROL
 BT2404  ___________________________________________________________________
 BT2404* NAD 83(1992)-  31 08 48.04986(N)    085 21 21.00720(W)     ADJUSTED  
 BT2404* NAVD 88     -        74.8    (meters)     245.     (feet)  GPS OBS   
 BT2404  ___________________________________________________________________
 BT2404  X           -     442,375.675 (meters)                     COMP
 BT2404  Y           -  -5,445,699.657 (meters)                     COMP
 BT2404  Z           -   3,279,847.060 (meters)                     COMP
 BT2404  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BT2404  ELLIP HEIGHT-          47.43  (meters)          (07/29/02) GPS OBS
 BT2404  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BT2404
 BT2404  HORZ ORDER  -  FIRST
 BT2404  ELLP ORDER  -  FOURTH    CLASS I
 BT2404
 BT2404.The horizontal coordinates were established by GPS observations
 BT2404.and adjusted by the National Geodetic Survey in December 1992..
 BT2404
 BT2404.The orthometric height was determined by GPS observations and a
 BT2404.high-resolution geoid model.
 BT2404
 BT2404.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2404
 BT2404.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2404
 BT2404.The ellipsoidal height was determined by GPS observations
 BT2404.and is referenced to NAD 83.
 BT2404
 BT2404.The geoid height was determined by GEOID03.
 BT2404
 BT2404;                    North         East     Units Scale Factor Converg.
 BT2404;SPC AL E     -    71,790.433   245,531.568   MT  0.99998556   +0 14 49.1
 BT2404;UTM  16      - 3,447,021.344   656,731.232   MT  0.99990300   +0 51 02.1
 BT2404
 BT2404!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2404!SPC AL E     -   0.99999255  x   0.99998556  =   0.99997811
 BT2404!UTM  16      -   0.99999255  x   0.99990300  =   0.99989555
 BT2404
 BT2404:                Primary Azimuth Mark                     Grid Az
 BT2404:SPC AL E     -  35 1                                     242 19 37.9
 BT2404:UTM  16      -  35 1                                     241 43 24.9
 BT2404
 BT2404|---------------------------------------------------------------------|
 BT2404| PID    Reference Object                     Distance      Geod. Az  |
 BT2404|                                                           dddmmss.s |
 BT2404| BT2385 35 1                                410.852 METERS 2423427.0 |
 BT2404|---------------------------------------------------------------------|
 BT2404
 BT2404                          SUPERSEDED SURVEY CONTROL
 BT2404
 BT2404  ELLIP H (12/04/92)   47.48   (m)                       GP(       ) 4 1
 BT2404  NAD 83(1992)-  31 08 48.05611(N)    085 21 21.00911(W) AD(       ) 1
 BT2404  NGVD 29 (12/04/92)   74.9    (m)          246.     (f) GPS OBS        
 BT2404
 BT2404.Superseded values are not recommended for survey control.
 BT2404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2404.See file dsdata.txt to determine how the superseded data were derived.
 BT2404
 BT2404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5673147021(NAD 83)
 BT2404_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BT2404_SETTING: 0 = UNSPECIFIED SETTING
 BT2404_STAMPING: 1990 D-84
 BT2404_MARK LOGO: AL0930
 BT2404_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT2404_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2404+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 BT2404
 BT2404  HISTORY     - Date     Condition        Report By
 BT2404  HISTORY     - 1990     MONUMENTED       AL0930
 BT2404  HISTORY     - 19911203 GOOD
 BT2404
 BT2404                          STATION DESCRIPTION
 BT2404
 BT2404'DESCRIBED BY CITY OF DOTHAN ALABAMA 1990
 BT2404'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE SOUTHEAST RIGHT OF WAY
 BT2404'OF HOUSTON COUNTY ROAD NO. 19, ABOUT 4.70 MI (7.56 KM) SOUTHWEST OF
 BT2404'COWARTS AND ABOUT 5.75 MI (9.25 KM) SOUTH-SOUTHEAST OF DOTHAN.
 BT2404'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 SOUTH AND THE SOUTH
 BT2404'SIDE OF THE ROSS CLARK CIRCLE (MILE POST 13.35 ON U.S. 231 AND MILE
 BT2404'POST 0 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE SOUTH ON U.S. 231 FOR
 BT2404'5.80 MI (9.33 KM) TO MILE POST 7.55, ALA 109 ON THE RIGHT, AND
 BT2404'HOUSTON COUNTY ROAD NO. 19 ON THE LEFT, TURN LEFT ON HOUSTON COUNTY
 BT2404'ROAD NO. 19 AND DRIVE NORTHEAST FOR 2.55 MI (4.10 KM) TO A STOP SIGN
 BT2404'AT THE JUNCTION OF HOUSTON COUNTY ROAD NO. 29, CONTINUE NORTHEAST ON
 BT2404'HOUSTON COUNTY ROAD NO. 19 FOR 0.60 MI (0.97 KM) TO A RAILROAD GRADE
 BT2404'CROSSING, CONTINUE NORTHEAST ON HOUSTON COUNTY ROAD NO. 19 FOR 1.00
 BT2404'MI (1.61 KM) TO THE STATION ON THE RIGHT.
 BT2404'THE STATION IS CITY OF DOTHAN GPS SURVEY DISK SET ON A ROD THAT WAS
 BT2404'DRIVEN INTO THE GROUND AND SURROUNDED ON THE TOP BY CONCRETE.  IT IS
 BT2404'LOCATED IN THE FRONT YARD OF A WHITE MOBILE HOME, 3.7 FT (1.1 M) WEST
 BT2404'OF A LIGHT AND POWER SERVICE POLE, 8.3 FT (2.5 M) SOUTHEAST OF THE
 BT2404'SOUTHWEST END OF AN 18 INCH CONCRETE PIPE UNDER A DIRT DRIVEWAY, 17.0
 BT2404'FT (5.2 M) SOUTHWEST OF THE CENTER OF A DIRT DRIVEWAY, 40.7 FT
 BT2404'(12.4 M) SOUTHEAST OF THE CENTERLINE OF HOUSTON COUNTY ROAD NO. 19,
 BT2404'73.6 FT (22.4 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE WHITE
 BT2404'MOBILE HOME, 85.9 FT (26.2 M) NORTH-NORTHWEST OF THE SOUTHWEST CORNER
 BT2404'OF THE WHITE MOBILE HOME, 3.5 FT (1.1 M) WEST OF A CARSONITE WITNESS
 BT2404'POST, AND SET FLUSH WITH THE GROUND.
 BT2404'STATION 35-1 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2404'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 BT2404'MR. OR MRS. PAUL BLAKEY
 BT2404'ROUTE 3, BOX 347 B
 BT2404'DOTHAN, ALABAMA 36301
 BT2404'PHONE 205-677-3269.
 BT2404
 BT2404                          STATION RECOVERY (1991)
 BT2404
 BT2404'RECOVERED 1991
 BT2404'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2405 ***********************************************************************
 BT2405  DESIGNATION -  D 92
 BT2405  PID         -  BT2405
 BT2405  STATE/COUNTY-  AL/HOUSTON
 BT2405  USGS QUAD   -  DOTHAN EAST (1981)
 BT2405
 BT2405                         *CURRENT SURVEY CONTROL
 BT2405  ___________________________________________________________________
 BT2405* NAD 83(1992)-  31 11 31.61459(N)    085 18 13.86381(W)     ADJUSTED  
 BT2405* NAVD 88     -        77.9    (meters)     256.     (feet)  GPS OBS   
 BT2405  ___________________________________________________________________
 BT2405  X           -     447,103.117 (meters)                     COMP
 BT2405  Y           -  -5,442,700.211 (meters)                     COMP
 BT2405  Z           -   3,284,158.954 (meters)                     COMP
 BT2405  LAPLACE CORR-          -0.96  (seconds)                    DEFLEC99
 BT2405  ELLIP HEIGHT-          50.55  (meters)          (07/29/02) GPS OBS
 BT2405  GEOID HEIGHT-         -27.35  (meters)                     GEOID03
 BT2405
 BT2405  HORZ ORDER  -  FIRST
 BT2405  ELLP ORDER  -  FOURTH    CLASS I
 BT2405
 BT2405.The horizontal coordinates were established by GPS observations
 BT2405.and adjusted by the National Geodetic Survey in December 1992..
 BT2405
 BT2405.The orthometric height was determined by GPS observations and a
 BT2405.high-resolution geoid model.
 BT2405
 BT2405.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2405
 BT2405.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2405
 BT2405.The ellipsoidal height was determined by GPS observations
 BT2405.and is referenced to NAD 83.
 BT2405
 BT2405.The geoid height was determined by GEOID03.
 BT2405
 BT2405;                    North         East     Units Scale Factor Converg.
 BT2405;SPC AL E     -    76,850.310   250,464.469   MT  0.99999140   +0 16 27.2
 BT2405;UTM  16      - 3,452,132.554   661,610.149   MT  0.99992216   +0 52 43.1
 BT2405
 BT2405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2405!SPC AL E     -   0.99999206  x   0.99999140  =   0.99998346
 BT2405!UTM  16      -   0.99999206  x   0.99992216  =   0.99991422
 BT2405
 BT2405:                Primary Azimuth Mark                     Grid Az
 BT2405:SPC AL E     -  35 2                                     272 15 35.0
 BT2405:UTM  16      -  35 2                                     271 39 19.1
 BT2405
 BT2405|---------------------------------------------------------------------|
 BT2405| PID    Reference Object                     Distance      Geod. Az  |
 BT2405|                                                           dddmmss.s |
 BT2405| BT2388 35 2                                APPROX. 0.5 KM 2723202.2 |
 BT2405|---------------------------------------------------------------------|
 BT2405
 BT2405                          SUPERSEDED SURVEY CONTROL
 BT2405
 BT2405  ELLIP H (12/04/92)   50.59   (m)                       GP(       ) 4 1
 BT2405  NAD 83(1992)-  31 11 31.62085(N)    085 18 13.86585(W) AD(       ) 1
 BT2405  NGVD 29 (12/04/92)   78.0    (m)          256.     (f) GPS OBS        
 BT2405
 BT2405.Superseded values are not recommended for survey control.
 BT2405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2405.See file dsdata.txt to determine how the superseded data were derived.
 BT2405
 BT2405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV6161052133(NAD 83)
 BT2405_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BT2405_SETTING: 0 = UNSPECIFIED SETTING
 BT2405_STAMPING: 1990 D-92
 BT2405_MARK LOGO: AL0930
 BT2405_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2405+STABILITY: SURFACE MOTION
 BT2405_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2405+SATELLITE: SATELLITE OBSERVATIONS - December 03, 1991
 BT2405
 BT2405  HISTORY     - Date     Condition        Report By
 BT2405  HISTORY     - 1990     MONUMENTED       AL0930
 BT2405  HISTORY     - 19911203 GOOD
 BT2405
 BT2405                          STATION DESCRIPTION
 BT2405
 BT2405'DESCRIBED BY CITY OF DOTHAN ALABAMA 1990
 BT2405'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2405'U.S. 84, IN COWARTS.
 BT2405'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 EAST AND THE EAST
 BT2405'SIDE OF THE ROSS CLARK CIRCLE (MILE POST 216.95 ON U.S. 84 AND MILE
 BT2405'POST 10.55 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE EAST ON U.S. 84 FOR
 BT2405'3.95 MI (6.36 KM) TO MILE POST 220.90, HOUSTON COUNTY ROAD NO. 65
 BT2405'LEFT AND RIGHT, AND THE STATION ON THE RIGHT IN THE SOUTHWEST
 BT2405'QUADRANT OF THE INTERSECTION.
 BT2405'THE STATION IS A CITY OF DOTHAN GPS SURVEY DISK SET ON THE TOP OF A
 BT2405'ROD DRIVEN INTO THE GROUND AND SURROUNDED BY CONCRETE.  IT IS 12.0 FT
 BT2405'(3.7 M) WEST OF A JUNCTION POWER POLE WITH 5 GUY WIRES, 77.2 FT
 BT2405'(23.5 M) SOUTHWEST OF THE SOUTH END OF A 24-INCH CONCRETE PIPE UNDER
 BT2405'U.S. 84, 77.9 FT (23.7 M) SOUTHWEST OF A HOUSTON COUNTY 65
 BT2405'DIRECTIONAL SIGN, 80.5 FT (24.5 M) SOUTH OF THE CENTERLINE OF THE
 BT2405'EAST BOUND LANES OF U.S. 84, 153.0 FT (46.6 M) WEST OF THE CENTERLINE
 BT2405'OF HOUSTON COUNTY ROAD NO. 65, 3.0 FT (0.9 M) NORTH OF A CARSONITE
 BT2405'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BT2405'STATION 35-2 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2405
 BT2405                          STATION RECOVERY (1991)
 BT2405
 BT2405'RECOVERED 1991
 BT2405'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1775 ***********************************************************************
 DH1775  DESIGNATION -  D 94
 DH1775  PID         -  DH1775
 DH1775  STATE/COUNTY-  AL/LAMAR
 DH1775  USGS QUAD   -  GUIN (1967)
 DH1775
 DH1775                         *CURRENT SURVEY CONTROL
 DH1775  ___________________________________________________________________
 DH1775* NAD 83(1986)-  33 56 44.     (N)    087 59 27.     (W)     SCALED    
 DH1775* NAVD 88     -       115.535  (meters)     379.05   (feet)  ADJUSTED  
 DH1775  ___________________________________________________________________
 DH1775  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 DH1775  DYNAMIC HT  -         115.417 (meters)     378.66  (feet)  COMP
 DH1775  MODELED GRAV-     979,610.8   (mgal)                       NAVD 88
 DH1775
 DH1775  VERT ORDER  -  SECOND    CLASS 0
 DH1775
 DH1775.The horizontal coordinates were scaled from a topographic map and have
 DH1775.an estimated accuracy of +/- 6 seconds.
 DH1775
 DH1775.The orthometric height was determined by differential leveling
 DH1775.and adjusted by the National Geodetic Survey in June 1991..
 DH1775
 DH1775.The geoid height was determined by GEOID03.
 DH1775
 DH1775.The dynamic height is computed by dividing the NAVD 88
 DH1775.geopotential number by the normal gravity value computed on the
 DH1775.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1775.degrees latitude (g = 980.6199 gals.).
 DH1775
 DH1775.The modeled gravity was interpolated from observed gravity values.
 DH1775
 DH1775;                    North         East    Units  Estimated Accuracy
 DH1775;SPC AL W     -   437,590.      554,630.      MT  (+/- 180 meters Scaled)
 DH1775
 DH1775                          SUPERSEDED SURVEY CONTROL
 DH1775
 DH1775  NGVD 29 (??/??/92)  115.487  (m)          378.89   (f) ADJ UNCH    2 0
 DH1775
 DH1775.Superseded values are not recommended for survey control.
 DH1775.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1775.See file dsdata.txt to determine how the superseded data were derived.
 DH1775
 DH1775_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC084565(NAD 83)
 DH1775_MARKER: DB = BENCH MARK DISK
 DH1775_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1775_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1775_STAMPING: D 94 1935
 DH1775_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1775+STABILITY: SURFACE MOTION
 DH1775
 DH1775  HISTORY     - Date     Condition        Report By
 DH1775  HISTORY     - 1935     MONUMENTED       CGS
 DH1775  HISTORY     - 1946     GOOD             NGS
 DH1775
 DH1775                          STATION DESCRIPTION
 DH1775
 DH1775'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1775'2.0 MI E FROM BEAVERTON.
 DH1775'2.0 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DH1775'STATION AT BEAVERTON, LEMAR COUNTY, 8 FEET WEST OF POLE 643/30, AT A
 DH1775'FARM-ROAD CROSSING, 30 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK,
 DH1775'12 FEET NORTHEAST OF THE CENTERLINE OF THE ROAD, AND 2 FEET WEST OF A
 DH1775'WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED D 94 1935 AND SET
 DH1775'IN THE TOP OF A CONCRETE POST.  NOTE-- IS 12 FEET NORTHEAST OF CENTER
 DH1775'LINE OF A FARM ROAD, 2 FEET WEST OF A WOODEN WITNESS POST AND ABOUT
 DH1775'FLUSH WITH THE GROUND.
 DH1775
 DH1775                          STATION RECOVERY (1946)
 DH1775
 DH1775'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH1775'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1759 ***********************************************************************
 DH1759  DESIGNATION -  D 95
 DH1759  PID         -  DH1759
 DH1759  STATE/COUNTY-  AL/WALKER
 DH1759  USGS QUAD   -  CARBON HILL (1983)
 DH1759
 DH1759                         *CURRENT SURVEY CONTROL
 DH1759  ___________________________________________________________________
 DH1759* NAD 83(1986)-  33 54 07.     (N)    087 34 07.     (W)     SCALED    
 DH1759* NAVD 88     -       143.366  (meters)     470.36   (feet)  ADJUSTED  
 DH1759  ___________________________________________________________________
 DH1759  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 DH1759  DYNAMIC HT  -         143.218 (meters)     469.87  (feet)  COMP
 DH1759  MODELED GRAV-     979,600.8   (mgal)                       NAVD 88
 DH1759
 DH1759  VERT ORDER  -  SECOND    CLASS 0
 DH1759
 DH1759.The horizontal coordinates were scaled from a topographic map and have
 DH1759.an estimated accuracy of +/- 6 seconds.
 DH1759
 DH1759.The orthometric height was determined by differential leveling
 DH1759.and adjusted by the National Geodetic Survey in June 1991..
 DH1759
 DH1759.The geoid height was determined by GEOID03.
 DH1759
 DH1759.The dynamic height is computed by dividing the NAVD 88
 DH1759.geopotential number by the normal gravity value computed on the
 DH1759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1759.degrees latitude (g = 980.6199 gals.).
 DH1759
 DH1759.The modeled gravity was interpolated from observed gravity values.
 DH1759
 DH1759;                    North         East    Units  Estimated Accuracy
 DH1759;SPC AL W     -   432,650.      593,660.      MT  (+/- 180 meters Scaled)
 DH1759
 DH1759                          SUPERSEDED SURVEY CONTROL
 DH1759
 DH1759  NGVD 29 (??/??/92)  143.332  (m)          470.25   (f) ADJ UNCH    2 0
 DH1759
 DH1759.Superseded values are not recommended for survey control.
 DH1759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1759.See file dsdata.txt to determine how the superseded data were derived.
 DH1759
 DH1759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC474514(NAD 83)
 DH1759_MARKER: DB = BENCH MARK DISK
 DH1759_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1759_SP_SET: CONCRETE BASE
 DH1759_STAMPING: D 95 1935
 DH1759_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1759
 DH1759  HISTORY     - Date     Condition        Report By
 DH1759  HISTORY     - 1935     MONUMENTED       CGS
 DH1759  HISTORY     - 1944     GOOD             SLSFRR
 DH1759
 DH1759                          STATION DESCRIPTION
 DH1759
 DH1759'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1759'2.8 MI NW FROM ELDRIDGE.
 DH1759'2.8 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DH1759'STATION AT ELDRIDGE, WALKER COUNTY, ONE POLE WEST OF MILEPOST 670, AT
 DH1759'A WOODEN OVERPASS, IN THE FACE OF THE WEST CONCRETE BASE, AND 10 FEET
 DH1759'NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED D 95
 DH1759'1935 AND SET VERTICALLY.
 DH1759
 DH1759                          STATION RECOVERY (1944)
 DH1759
 DH1759'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DH1759'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1556 ***********************************************************************
 DH1556  DESIGNATION -  D 96
 DH1556  PID         -  DH1556
 DH1556  STATE/COUNTY-  AL/WALKER
 DH1556  USGS QUAD   -  NAUVOO (1981)
 DH1556
 DH1556                         *CURRENT SURVEY CONTROL
 DH1556  ___________________________________________________________________
 DH1556* NAD 83(1986)-  33 57 26.     (N)    087 29 15.     (W)     SCALED    
 DH1556* NAVD 88     -       189.686  (meters)     622.33   (feet)  ADJUSTED  
 DH1556  ___________________________________________________________________
 DH1556  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 DH1556  DYNAMIC HT  -         189.491 (meters)     621.69  (feet)  COMP
 DH1556  MODELED GRAV-     979,605.6   (mgal)                       NAVD 88
 DH1556
 DH1556  VERT ORDER  -  SECOND    CLASS 0
 DH1556
 DH1556.The horizontal coordinates were scaled from a topographic map and have
 DH1556.an estimated accuracy of +/- 6 seconds.
 DH1556
 DH1556.The orthometric height was determined by differential leveling
 DH1556.and adjusted by the National Geodetic Survey in June 1991..
 DH1556
 DH1556.The geoid height was determined by GEOID03.
 DH1556
 DH1556.The dynamic height is computed by dividing the NAVD 88
 DH1556.geopotential number by the normal gravity value computed on the
 DH1556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1556.degrees latitude (g = 980.6199 gals.).
 DH1556
 DH1556.The modeled gravity was interpolated from observed gravity values.
 DH1556
 DH1556;                    North         East    Units  Estimated Accuracy
 DH1556;SPC AL W     -   438,770.      601,160.      MT  (+/- 180 meters Scaled)
 DH1556
 DH1556                          SUPERSEDED SURVEY CONTROL
 DH1556
 DH1556  NGVD 29 (??/??/92)  189.648  (m)          622.20   (f) ADJ UNCH    2 0
 DH1556
 DH1556.Superseded values are not recommended for survey control.
 DH1556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1556.See file dsdata.txt to determine how the superseded data were derived.
 DH1556
 DH1556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC549575(NAD 83)
 DH1556_MARKER: DB = BENCH MARK DISK
 DH1556_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1556_SP_SET: CONCRETE BASE
 DH1556_STAMPING: D-96 1935
 DH1556_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1556
 DH1556  HISTORY     - Date     Condition        Report By
 DH1556  HISTORY     - 1935     MONUMENTED       CGS
 DH1556  HISTORY     - 1949     MARK NOT FOUND   USGS
 DH1556
 DH1556                          STATION DESCRIPTION
 DH1556
 DH1556'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1556'2.2 MI S FROM NAUVOO.
 DH1556'ALONG THE SOUTHERN RAILROAD, 180 FEET SOUTHEAST OF A RAILROAD
 DH1556'CROSSING, 10 FEET SOUTHWEST OF THE CENTERLINE OF THE TRACK IN THE
 DH1556'SOUTHWEST CORNER OF A CONCRETE BASE TO A SOUTHERN RAILROAD TELEPHONE
 DH1556'BOX.
 DH1556
 DH1556                          STATION RECOVERY (1949)
 DH1556
 DH1556'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DH1556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1528 ***********************************************************************
 DH1528  DESIGNATION -  D 97
 DH1528  PID         -  DH1528
 DH1528  STATE/COUNTY-  AL/WALKER
 DH1528  USGS QUAD   -  DORA (1983)
 DH1528
 DH1528                         *CURRENT SURVEY CONTROL
 DH1528  ___________________________________________________________________
 DH1528* NAD 83(1986)-  33 41 57.     (N)    087 04 49.     (W)     SCALED    
 DH1528* NAVD 88     -        93.682  (meters)     307.36   (feet)  ADJUSTED  
 DH1528  ___________________________________________________________________
 DH1528  GEOID HEIGHT-         -28.49  (meters)                     GEOID03
 DH1528  DYNAMIC HT  -          93.583 (meters)     307.03  (feet)  COMP
 DH1528  MODELED GRAV-     979,582.5   (mgal)                       NAVD 88
 DH1528
 DH1528  VERT ORDER  -  SECOND    CLASS 0
 DH1528
 DH1528.The horizontal coordinates were scaled from a topographic map and have
 DH1528.an estimated accuracy of +/- 6 seconds.
 DH1528
 DH1528.The orthometric height was determined by differential leveling
 DH1528.and adjusted by the National Geodetic Survey in June 1991..
 DH1528
 DH1528.The geoid height was determined by GEOID03.
 DH1528
 DH1528.The dynamic height is computed by dividing the NAVD 88
 DH1528.geopotential number by the normal gravity value computed on the
 DH1528.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1528.degrees latitude (g = 980.6199 gals.).
 DH1528
 DH1528.The modeled gravity was interpolated from observed gravity values.
 DH1528
 DH1528;                    North         East    Units  Estimated Accuracy
 DH1528;SPC AL W     -   410,230.      638,910.      MT  (+/- 180 meters Scaled)
 DH1528
 DH1528                          SUPERSEDED SURVEY CONTROL
 DH1528
 DH1528  NGVD 29 (??/??/92)   93.666  (m)          307.30   (f) ADJ UNCH    2 0
 DH1528
 DH1528.Superseded values are not recommended for survey control.
 DH1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1528.See file dsdata.txt to determine how the superseded data were derived.
 DH1528
 DH1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC925288(NAD 83)
 DH1528_MARKER: DB = BENCH MARK DISK
 DH1528_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1528_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1528_STAMPING: D 97 1935
 DH1528_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1528+STABILITY: SURFACE MOTION
 DH1528
 DH1528  HISTORY     - Date     Condition        Report By
 DH1528  HISTORY     - 1935     MONUMENTED       CGS
 DH1528  HISTORY     - 1946     GOOD             NGS
 DH1528  HISTORY     - 1971     MARK NOT FOUND   USGS
 DH1528
 DH1528                          STATION DESCRIPTION
 DH1528
 DH1528'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DH1528'2.2 MI NW FROM QUINTON.
 DH1528'ABOUT 2.2 MILES NORTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO
 DH1528'RAILWAY FROM THE STATION AT QUINTON, 1 1/2 POLES WEST OF POLE NO.
 DH1528'710/10, 138 FEET SOUTHEAST OF A WELL, 90 FEET SOUTHWEST OF THE
 DH1528'SOUTHWEST CORNER OF A HOUSE, 47 FEET NORTH OF THE CENTER OF THE TRACK,
 DH1528'AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A DISK SET IN THE TOP
 DH1528'OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 2.2
 DH1528'MILES SOUTHEAST OF THE STATION AT DORA.
 DH1528
 DH1528                          STATION RECOVERY (1971)
 DH1528
 DH1528'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DH1528'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2406 ***********************************************************************
 BT2406  DESIGNATION -  D 98
 BT2406  PID         -  BT2406
 BT2406  STATE/COUNTY-  AL/HOUSTON
 BT2406  USGS QUAD   -  MALVERN (1981)
 BT2406
 BT2406                         *CURRENT SURVEY CONTROL
 BT2406  ___________________________________________________________________
 BT2406* NAD 83(1992)-  31 14 15.28270(N)    085 31 11.13187(W)     ADJUSTED  
 BT2406* NAVD 88     -        99.1    (meters)     325.     (feet)  GPS OBS   
 BT2406  ___________________________________________________________________
 BT2406  X           -     426,387.626 (meters)                     COMP
 BT2406  Y           -  -5,441,760.352 (meters)                     COMP
 BT2406  Z           -   3,288,481.067 (meters)                     COMP
 BT2406  LAPLACE CORR-          -0.64  (seconds)                    DEFLEC99
 BT2406  ELLIP HEIGHT-          72.05  (meters)          (07/29/02) GPS OBS
 BT2406  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 BT2406
 BT2406  HORZ ORDER  -  FIRST
 BT2406  ELLP ORDER  -  FOURTH    CLASS I
 BT2406
 BT2406.The horizontal coordinates were established by GPS observations
 BT2406.and adjusted by the National Geodetic Survey in December 1992..
 BT2406
 BT2406.The orthometric height was determined by GPS observations and a
 BT2406.high-resolution geoid model.
 BT2406
 BT2406.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2406
 BT2406.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2406
 BT2406.The ellipsoidal height was determined by GPS observations
 BT2406.and is referenced to NAD 83.
 BT2406
 BT2406.The geoid height was determined by GEOID03.
 BT2406
 BT2406;                    North         East     Units Scale Factor Converg.
 BT2406;SPC AL E     -    81,812.401   229,872.070   MT  0.99997100   +0 09 45.4
 BT2406;UTM  16      - 3,456,876.549   640,968.536   MT  0.99984511   +0 46 03.9
 BT2406
 BT2406!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2406!SPC AL E     -   0.99998869  x   0.99997100  =   0.99995969
 BT2406!UTM  16      -   0.99998869  x   0.99984511  =   0.99983380
 BT2406
 BT2406                          SUPERSEDED SURVEY CONTROL
 BT2406
 BT2406  ELLIP H (12/04/92)   72.08   (m)                       GP(       ) 4 1
 BT2406  NAD 83(1992)-  31 14 15.29289(N)    085 31 11.13634(W) AD(       ) 1
 BT2406  NGVD 29 (12/04/92)   99.2    (m)          325.     (f) GPS OBS        
 BT2406
 BT2406.Superseded values are not recommended for survey control.
 BT2406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2406.See file dsdata.txt to determine how the superseded data were derived.
 BT2406
 BT2406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4096956877(NAD 83)
 BT2406_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BT2406_SETTING: 0 = UNSPECIFIED SETTING
 BT2406_STAMPING: 1990 D-98
 BT2406_MARK LOGO: AL0930
 BT2406_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2406+STABILITY: SURFACE MOTION
 BT2406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2406+SATELLITE: SATELLITE OBSERVATIONS - January 08, 1992
 BT2406
 BT2406  HISTORY     - Date     Condition        Report By
 BT2406  HISTORY     - 1990     MONUMENTED       AL0930
 BT2406  HISTORY     - 19920108 GOOD
 BT2406
 BT2406                          STATION DESCRIPTION
 BT2406
 BT2406'DESCRIBED BY CITY OF DOTHAN ALABAMA 1990
 BT2406'THE STATION IS LOCATED IN HOUSTON COUNTY ON THE SOUTH RIGHT OF WAY OF
 BT2406'U.S. 84, ABOUT 6.70 MI (10.78 KM) NORTH OF MALVERN AND ABOUT 7.50 MI
 BT2406'(12.07 KM) WEST OF DOTHAN.
 BT2406'TO REACH THE STATION FROM THE JUNCTION OF U.S. 84 WEST AND THE WEST
 BT2406'SIDE OF THE ROSS CLARK CIRCLE (MILE POST 212.60 ON U.S. 84 AND MILE
 BT2406'POST 3.40 ON ROSS CLARK CIRCLE) IN DOTHAN, DRIVE WEST ON U.S. 84 FOR
 BT2406'5.50 MI (8.85 KM) TO MILE POST 207.10 AND THE STATION ON THE LEFT.
 BT2406'THE STATION IS A CITY OF DOTHAN GPS SURVEY DISK SET ON THE TOP OF A
 BT2406'ROD DRIVEN INTO THE GROUND WITH THE TOP SURROUNDED BY CONCRETE.  IT
 BT2406'IS 6.0 FT (1.8 M) WEST-NORTHWEST OF A JUNCTION POWER POLE, 48.1 FT
 BT2406'(14.7 M) WEST-NORTHWEST OF THE NORTHWEST CORNER OF A RED BRICK HOUSE,
 BT2406'64.4 FT (19.6 M) NORTHWEST OF THE SOUTHWEST CORNER OF A RED BRICK
 BT2406'HOUSE, 78.7 FT (24.0 M) SOUTH OF THE CENTERLINE OF THE EAST BOUND
 BT2406'LANES OF U.S. 84, 3.9 FT (1.2 M) NORTH OF A CARSONITE WITNESS POST,
 BT2406'AND SET FLUSH WITH THE GROUND.
 BT2406'STATION 35-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BT2406
 BT2406                          STATION RECOVERY (1992)
 BT2406
 BT2406'RECOVERED 1992
 BT2406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2309 ***********************************************************************
 CM2309  DESIGNATION -  DADE
 CM2309  PID         -  CM2309
 CM2309  STATE/COUNTY-  AL/TALLAPOOSA
 CM2309  USGS QUAD   -  CAMP HILL (1971)
 CM2309
 CM2309                         *CURRENT SURVEY CONTROL
 CM2309  ___________________________________________________________________
 CM2309* NAD 83(1992)-  32 49 03.06091(N)    085 42 36.76786(W)     ADJUSTED  
 CM2309* NAVD 88     -       265.4    (meters)     871.     (feet)  VERTCON   
 CM2309  ___________________________________________________________________
 CM2309  X           -     401,357.234 (meters)                     COMP
 CM2309  Y           -  -5,350,636.702 (meters)                     COMP
 CM2309  Z           -   3,437,096.287 (meters)                     COMP
 CM2309  LAPLACE CORR-           0.60  (seconds)                    DEFLEC99
 CM2309  ELLIP HEIGHT-         236.35  (meters)          (07/29/02) GPS OBS
 CM2309  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 CM2309
 CM2309  HORZ ORDER  -  FIRST
 CM2309  ELLP ORDER  -  FOURTH    CLASS I
 CM2309
 CM2309.The horizontal coordinates were established by GPS observations
 CM2309.and adjusted by the National Geodetic Survey in December 1992..
 CM2309
 CM2309.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2309.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2309
 CM2309.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2309
 CM2309.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2309
 CM2309.The ellipsoidal height was determined by GPS observations
 CM2309.and is referenced to NAD 83.
 CM2309
 CM2309.The geoid height was determined by GEOID03.
 CM2309
 CM2309;                    North         East     Units Scale Factor Converg.
 CM2309;SPC AL E     -   256,964.854   211,529.133   MT  0.99996164   +0 04 00.2
 CM2309;UTM  16      - 3,631,793.738   620,738.157   MT  0.99977975   +0 41 56.8
 CM2309
 CM2309!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2309!SPC AL E     -   0.99996289  x   0.99996164  =   0.99992453
 CM2309!UTM  16      -   0.99996289  x   0.99977975  =   0.99974265
 CM2309
 CM2309|---------------------------------------------------------------------|
 CM2309| PID    Reference Object                     Distance      Geod. Az  |
 CM2309|                                                           dddmmss.s |
 CM2309| CY9319 DADE RM 3                            19.125 METERS 02555     |
 CM2309| CM2308 CAMP HILL MUN TANK                  APPROX. 5.8 KM 1061902.8 |
 CM2309| CY9317 DADE RM 1                            20.300 METERS 18251     |
 CM2309| CM2327 DADEVILLE CTHSE TOWER               APPROX. 5.3 KM 2864205.3 |
 CM2309| CM2326 DADEVILLE MUNICIPAL TANK            APPROX. 5.4 KM 2885905.7 |
 CM2309| CY9318 DADE RM 2                            18.601 METERS 29558     |
 CM2309| CM2328 DADEVILLE TANK N SEC                APPROX. 5.2 KM 2980920.9 |
 CM2309|---------------------------------------------------------------------|
 CM2309
 CM2309                          SUPERSEDED SURVEY CONTROL
 CM2309
 CM2309  ELLIP H (12/04/92)  236.39   (m)                       GP(       ) 4 1
 CM2309  NAD 83(1986)-  32 49 03.06711(N)    085 42 36.76839(W) AD(       ) 1
 CM2309  NAD 27      -  32 49 02.60800(N)    085 42 36.92500(W) AD(       ) 1
 CM2309  NGVD 29 (12/04/92)  265.4    (m)          871.     (f) GPS OBS        
 CM2309
 CM2309.Superseded values are not recommended for survey control.
 CM2309.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2309.See file dsdata.txt to determine how the superseded data were derived.
 CM2309
 CM2309_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2073831794(NAD 83)
 CM2309_MARKER: DS = TRIANGULATION STATION DISK
 CM2309_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2309_SP_SET: CONCRETE POST
 CM2309_STAMPING: DADE 1930
 CM2309_MARK LOGO: CGS   
 CM2309_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM2309_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2309+STABILITY: SURFACE MOTION
 CM2309_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2309+SATELLITE: SATELLITE OBSERVATIONS - April 30, 1991
 CM2309
 CM2309  HISTORY     - Date     Condition        Report By
 CM2309  HISTORY     - 1930     MONUMENTED       CGS
 CM2309  HISTORY     - 1930     GOOD             CGS
 CM2309  HISTORY     - 1968     GOOD             CGS
 CM2309  HISTORY     - 19910430 GOOD             ALHD
 CM2309
 CM2309                          STATION DESCRIPTION
 CM2309
 CM2309'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CM2309'ABOUT 3.5 MILES NW OF CAMP HILL, AND 3.0 MILES SE OF DADEVILLE
 CM2309'ON A HIGH ROUNDED HILL.  STATION IS ABOUT 150 METERS (492 FEET) S
 CM2309'OF TRANSMISSION LINE, ACROSS THE TOP OF THE HILL, 300 METERS (98.4
 CM2309'FEET) W OF N AND S ROAD AND ABOUT 1/2 MILE N OF BIRMINGHAM ROAD
 CM2309'NO. 21.  STATION IS ABOUT 6 INCHES ABOVE THE GROUND.
 CM2309'
 CM2309'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CM2309'DISKS SET IN CONCRETE.
 CM2309'
 CM2309'REFERENCE MARK NO. 1 IS S OF THE STATION.  REFERENCE MARK NO. 2
 CM2309'IS W OF THE STATION.
 CM2309'
 CM2309'STATION IS REACHED FROM CAMP HILL BY THE BIRMINGHAM ROAD, W FOR
 CM2309'3.5 MILES TO A ROAD LEADING N FOR 1/2 MILE.  STATION IS TO THE
 CM2309'RIGHT ON THE TOP OF THE HILL.  COURTHOUSE AT DADEVILLE IS VISIBLE
 CM2309'FROM THE GROUND BY CLEARING A FEW TREES.
 CM2309'
 CM2309'HEIGHT OF SIGNAL ABOVE STATION MARK - 27.4 METERS.
 CM2309
 CM2309                          STATION RECOVERY (1930)
 CM2309
 CM2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930
 CM2309'RECOVERED IN GOOD CONDITION.
 CM2309
 CM2309                          STATION RECOVERY (1968)
 CM2309
 CM2309'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CM2309'THE STATION WAS VISITED 2-20-68 AND THE STATION AND RM NO. 2 WERE
 CM2309'FOUND IN GOOD CONDITION.  RM NO. 1 WAS FOUND UPROOTED AND THE DISK
 CM2309'GONE.  RM NO. 3 WAS ESTABLISHED AT THIS DATE.  THE HILL ON WHICH
 CM2309'THE STATION IS ON IS COVERED WITH YOUNG SCRUB OAK TREES.  A NEW
 CM2309'DESCRIPTION FOLLOWS-
 CM2309'
 CM2309'THE STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF DADEVILLE, AND
 CM2309'ABOUT 3.5 MILES NORTHWEST OF CAMP HILL ON A LOW ROUNDED HILL IN SW
 CM2309'1/4 OF SEC. 12, T 21 N, R 23 E, THE HIGHEST HILL IN THE VICINITY,
 CM2309'0.3 MILE NORTHEAST OF U.S. HIGHWAY 280, 0.15 MILE WEST OF A GRADED
 CM2309'ROAD, ABOUT THE CENTER OF A TRIANGLE FORMED BY THREE GRADED ROADS
 CM2309'ABOUT 0.75 MILE ON A SIDE, 500 FEET SOUTH OF THE TRANSMISSION
 CM2309'LINE WHICH CROSSES THE HILL.  THE STATION IS 3 FEET NORTH OF A
 CM2309'4-INCH OAK TREE, 15 FEET EAST OF A METAL WITNESS POST.  IT IS A
 CM2309'TRIANGULATION STATION DISK STAMPED DADE 1930 PROJECTING 3-INCHES.
 CM2309'
 CM2309'REFERENCE MARK NO. 2 IS 61.03 FEET WEST-NORTHWEST OF THE STATION,
 CM2309'6 FEET SOUTHEAST OF A 10-INCH OAK TREE ON WEST SLOPE OF HILL, 3
 CM2309'FEET LOWER THAN STATION.  IT IS A REFERENCE MARK DISK STAMPED
 CM2309'DADE NO 2 1930, FLUSH WITH GROUND.
 CM2309'
 CM2309'REFERENCE MARK NO. 3 IS 62.75 FEET NORTH-NORTHEAST OF THE STATION,
 CM2309'ON NORTH SLOPE OF HILL, 61 FEET EAST-NORTHEAST OF A 10-INCH OAK
 CM2309'TREE, 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A REFERENCE
 CM2309'MARK DISK STAMPED DADE 1930 NO 3 1968, SET IN THE TOP OF A
 CM2309'CONCRETE FILLED TERRA COTTA PIPE 3 FEET LONG, PROJECTING
 CM2309'6-INCHES.
 CM2309'
 CM2309'NO AZIMUTH MARK FOR THIS STATION.
 CM2309'
 CM2309'TO REACH THE STATION FROM THE TALLAPOSSA COUNTY COURTHOUSE IN
 CM2309'DADEVILLE, GO SOUTHEAST ON U.S. HIGHWAY 280 FOR 3.5 MILES TO A
 CM2309'SIDE ROAD LEFT, TURN LEFT AND GO NORTHEAST AND NORTH FOR 0.4 MILE
 CM2309'TO A POWER LINE, TURN LEFT (WEST) AND GO 0.1 MILE TO TOP OF HILL
 CM2309'AND STATION 500 FEET TO SOUTH ON HIGHEST PART OF HILL.
 CM2309
 CM2309                          STATION RECOVERY (1991)
 CM2309
 CM2309'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2309'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON PROPERTY OWNED BY
 CM2309'ALABAMA POWER COMPANY, ABOUT 3.30 MI (5.31 KM) SOUTHEAST OF DADEVILLE
 CM2309'AND ABOUT 3.40 MI (5.47 KM) WEST-NORTHWEST OF CAMP HILL.
 CM2309'TO REACH THE STATION FROM THE JUNCTION OF U. S. 280 AND ALA 50 EAST
 CM2309'(MILE POST 97.10 ON U. S. 280) IN CAMP HILL, DRIVE NORTHWEST ON U. S.
 CM2309'280 FOR 3.00 MI (4.83 KM) TO MILE POST 94.10 AND A GRAVEL ROAD ON THE
 CM2309'RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE NORTHEAST FOR 0.05 MI
 CM2309'(0.08 KM) TO A GRAVEL DRIVEWAY ON THE LEFT, TURN LEFT ON THE GRAVEL
 CM2309'DRIVEWAY AND DRIVE NORTH FOR 0.20 MI (0.32 KM) TO THE SOUTH SIDE OF A
 CM2309'SIX FOOT CHAIN LINK FENCE AROUND A MICROWAVE TOWER AND A BUILDING,
 CM2309'PARK HERE AND PACK AROUND THE EAST SIDE OF THE FENCE TO THE STATION
 CM2309'NEAR THE NORTHEAST CORNER.
 CM2309'THE STATION IS 9.6 FT (2.9 M) NORTH OF A GUY WIRE ANCHOR FOR A
 CM2309'TRANSFORMER POWER POLE, 19.5 FT (5.9 M) NORTHEAST OF THE NORTHEAST
 CM2309'CORNER OF THE SIX FOOT CHAIN LINK FENCE, 27.2 FT (8.3 M) NORTHWEST OF
 CM2309'TRANSFORMER POWER POLE NO. 1135 23-023, 37.9 FT (11.6 M) EAST OF A
 CM2309'POWER POLE, 58.5 FT (17.8 M) EAST OF THE NORTHWEST CORNER OF THE SIX
 CM2309'FOOT CHAIN LINK FENCE, 1.6 FT (0.5 M) SOUTH OF A CARSONITE WITNESS
 CM2309'POST, 1.8 FT (0.5 M) NORTH OF A CARSONITE WITNESS POST, AND PROJECTS
 CM2309'ONE-INCH.
 CM2309'STATION 62-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2327 ***********************************************************************
 CM2327  DESIGNATION -  DADEVILLE CTHSE TOWER
 CM2327  PID         -  CM2327
 CM2327  STATE/COUNTY-  AL/TALLAPOOSA
 CM2327  USGS QUAD   -  DADEVILLE (1971)
 CM2327
 CM2327                         *CURRENT SURVEY CONTROL
 CM2327  ___________________________________________________________________
 CM2327* NAD 83(1992)-  32 49 52.05222(N)    085 45 50.33085(W)     ADJUSTED  
 CM2327* NAVD 88     -                                                        
 CM2327  ___________________________________________________________________
 CM2327  LAPLACE CORR-           1.26  (seconds)                    DEFLEC99
 CM2327  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CM2327
 CM2327  HORZ ORDER  -  THIRD
 CM2327
 CM2327.The horizontal coordinates were established by classical geodetic methods
 CM2327.and adjusted by the National Geodetic Survey in December 1992..
 CM2327
 CM2327
 CM2327.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2327
 CM2327.The geoid height was determined by GEOID03.
 CM2327
 CM2327;                    North         East     Units Scale Factor Converg.
 CM2327;SPC AL E     -   258,469.433   206,493.278   MT  0.99996052   +0 02 15.4
 CM2327;UTM  16      - 3,633,242.363   615,686.953   MT  0.99976502   +0 40 12.7
 CM2327
 CM2327                          SUPERSEDED SURVEY CONTROL
 CM2327
 CM2327  NAD 83(1986)-  32 49 52.05810(N)    085 45 50.32997(W) AD(       ) 4
 CM2327  NAD 27      -  32 49 51.60100(N)    085 45 50.48100(W) AD(       ) 3
 CM2327
 CM2327.Superseded values are not recommended for survey control.
 CM2327.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2327.See file dsdata.txt to determine how the superseded data were derived.
 CM2327
 CM2327_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1568733242(NAD 83)
 CM2327_MARKER: 55 = TOWER
 CM2327
 CM2327  HISTORY     - Date     Condition        Report By
 CM2327  HISTORY     - 1930     FIRST OBSERVED   CGS
 CM2327
 CM2327                          STATION DESCRIPTION
 CM2327
 CM2327'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2326 ***********************************************************************
 CM2326  DESIGNATION -  DADEVILLE MUNICIPAL TANK
 CM2326  PID         -  CM2326
 CM2326  STATE/COUNTY-  AL/TALLAPOOSA
 CM2326  USGS QUAD   -  DADEVILLE (1971)
 CM2326
 CM2326                         *CURRENT SURVEY CONTROL
 CM2326  ___________________________________________________________________
 CM2326* NAD 83(1992)-  32 50 00.54838(N)    085 45 54.84361(W)     ADJUSTED  
 CM2326* NAVD 88     -                                                        
 CM2326  ___________________________________________________________________
 CM2326  LAPLACE CORR-           1.27  (seconds)                    DEFLEC99
 CM2326  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CM2326
 CM2326  HORZ ORDER  -  THIRD
 CM2326
 CM2326.The horizontal coordinates were established by classical geodetic methods
 CM2326.and adjusted by the National Geodetic Survey in December 1992..
 CM2326
 CM2326
 CM2326.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2326
 CM2326.The geoid height was determined by GEOID03.
 CM2326
 CM2326;                    North         East     Units Scale Factor Converg.
 CM2326;SPC AL E     -   258,731.079   206,375.743   MT  0.99996050   +0 02 12.9
 CM2326;UTM  16      - 3,633,502.644   615,566.561   MT  0.99976468   +0 40 10.4
 CM2326
 CM2326                          SUPERSEDED SURVEY CONTROL
 CM2326
 CM2326  NAD 83(1986)-  32 50 00.55423(N)    085 45 54.84271(W) AD(       ) 4
 CM2326  NAD 27      -  32 50 00.09700(N)    085 45 54.99400(W) AD(       ) 3
 CM2326
 CM2326.Superseded values are not recommended for survey control.
 CM2326.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2326.See file dsdata.txt to determine how the superseded data were derived.
 CM2326
 CM2326_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1556733503(NAD 83)
 CM2326_MARKER: 51 = TANK
 CM2326
 CM2326  HISTORY     - Date     Condition        Report By
 CM2326  HISTORY     - 1930     FIRST OBSERVED   CGS
 CM2326
 CM2326                          STATION DESCRIPTION
 CM2326
 CM2326'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2328 ***********************************************************************
 CM2328  DESIGNATION -  DADEVILLE TANK N SEC
 CM2328  PID         -  CM2328
 CM2328  STATE/COUNTY-  AL/TALLAPOOSA
 CM2328  USGS QUAD   -  DADEVILLE (1971)
 CM2328
 CM2328                         *CURRENT SURVEY CONTROL
 CM2328  ___________________________________________________________________
 CM2328* NAD 83(1992)-  32 50 22.73428(N)    085 45 33.18588(W)     ADJUSTED  
 CM2328* NAVD 88     -                                                        
 CM2328  ___________________________________________________________________
 CM2328  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 CM2328  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CM2328
 CM2328  HORZ ORDER  -  THIRD
 CM2328
 CM2328.The horizontal coordinates were established by classical geodetic methods
 CM2328.and adjusted by the National Geodetic Survey in December 1992..
 CM2328
 CM2328
 CM2328.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2328
 CM2328.The geoid height was determined by GEOID03.
 CM2328
 CM2328;                    North         East     Units Scale Factor Converg.
 CM2328;SPC AL E     -   259,414.890   206,938.513   MT  0.99996059   +0 02 24.7
 CM2328;UTM  16      - 3,634,192.492   616,121.637   MT  0.99976626   +0 40 22.6
 CM2328
 CM2328                          SUPERSEDED SURVEY CONTROL
 CM2328
 CM2328  NAD 83(1986)-  32 50 22.73994(N)    085 45 33.18508(W) AD(       ) 4
 CM2328  NAD 27      -  32 50 22.28400(N)    085 45 33.33700(W) AD(       ) 3
 CM2328
 CM2328.Superseded values are not recommended for survey control.
 CM2328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2328.See file dsdata.txt to determine how the superseded data were derived.
 CM2328
 CM2328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1612234192(NAD 83)
 CM2328_MARKER: 51 = TANK
 CM2328
 CM2328  HISTORY     - Date     Condition        Report By
 CM2328  HISTORY     - 1930     FIRST OBSERVED   CGS
 CM2328
 CM2328                          STATION DESCRIPTION
 CM2328
 CM2328'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1470 ***********************************************************************
 EF1470  DESIGNATION -  DALLAS MILLS NORTH TOWER
 EF1470  PID         -  EF1470
 EF1470  STATE/COUNTY-  AL/MADISON
 EF1470  USGS QUAD   -  HUNTSVILLE (1991)
 EF1470
 EF1470                         *CURRENT SURVEY CONTROL
 EF1470  ___________________________________________________________________
 EF1470* NAD 83(1992)-  34 44 54.99651(N)    086 34 50.02056(W)     ADJUSTED  
 EF1470* NAVD 88     -                                                        
 EF1470  ___________________________________________________________________
 EF1470  LAPLACE CORR-          -2.46  (seconds)                    DEFLEC99
 EF1470  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EF1470
 EF1470  HORZ ORDER  -  THIRD
 EF1470
 EF1470.The horizontal coordinates were established by classical geodetic methods
 EF1470.and adjusted by the National Geodetic Survey in December 1992..
 EF1470
 EF1470
 EF1470.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1470
 EF1470.The geoid height was determined by GEOID03.
 EF1470
 EF1470;                    North         East     Units Scale Factor Converg.
 EF1470;SPC AL E     -   471,397.866   131,581.018   MT  1.00001767   -0 25 33.3
 EF1470;UTM  16      - 3,845,245.559   538,391.288   MT  0.99961817   +0 14 20.7
 EF1470
 EF1470                          SUPERSEDED SURVEY CONTROL
 EF1470
 EF1470  NAD 83(1986)-  34 44 55.00097(N)    086 34 50.01155(W) AD(       ) 4
 EF1470  NAD 27      -  34 44 54.67000(N)    086 34 50.04000(W) AD(       ) 3
 EF1470
 EF1470.Superseded values are not recommended for survey control.
 EF1470.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1470.See file dsdata.txt to determine how the superseded data were derived.
 EF1470
 EF1470_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3839145246(NAD 83)
 EF1470_MARKER: 55 = TOWER
 EF1470
 EF1470  HISTORY     - Date     Condition        Report By
 EF1470  HISTORY     - 1914     FIRST OBSERVED   CGS
 EF1470
 EF1470                          STATION DESCRIPTION
 EF1470
 EF1470'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1471 ***********************************************************************
 EF1471  DESIGNATION -  DALLAS MILLS SOUTH TOWER
 EF1471  PID         -  EF1471
 EF1471  STATE/COUNTY-  AL/MADISON
 EF1471  USGS QUAD   -  HUNTSVILLE (1991)
 EF1471
 EF1471                         *CURRENT SURVEY CONTROL
 EF1471  ___________________________________________________________________
 EF1471* NAD 83(1992)-  34 44 47.27181(N)    086 34 49.73266(W)     ADJUSTED  
 EF1471* NAVD 88     -                                                        
 EF1471  ___________________________________________________________________
 EF1471  LAPLACE CORR-          -2.44  (seconds)                    DEFLEC99
 EF1471  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EF1471
 EF1471  HORZ ORDER  -  THIRD
 EF1471
 EF1471.The horizontal coordinates were established by classical geodetic methods
 EF1471.and adjusted by the National Geodetic Survey in December 1992..
 EF1471
 EF1471
 EF1471.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1471
 EF1471.The geoid height was determined by GEOID03.
 EF1471
 EF1471;                    North         East     Units Scale Factor Converg.
 EF1471;SPC AL E     -   471,159.773   131,586.571   MT  1.00001767   -0 25 33.1
 EF1471;UTM  16      - 3,845,007.641   538,399.601   MT  0.99961817   +0 14 20.8
 EF1471
 EF1471                          SUPERSEDED SURVEY CONTROL
 EF1471
 EF1471  NAD 83(1986)-  34 44 47.27629(N)    086 34 49.72366(W) AD(       ) 4
 EF1471  NAD 27      -  34 44 46.95000(N)    086 34 49.75000(W) AD(       ) 3
 EF1471
 EF1471.Superseded values are not recommended for survey control.
 EF1471.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1471.See file dsdata.txt to determine how the superseded data were derived.
 EF1471
 EF1471_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3840045008(NAD 83)
 EF1471_MARKER: 55 = TOWER
 EF1471
 EF1471  HISTORY     - Date     Condition        Report By
 EF1471  HISTORY     - 1914     FIRST OBSERVED   CGS
 EF1471
 EF1471                          STATION DESCRIPTION
 EF1471
 EF1471'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1472 ***********************************************************************
 EF1472  DESIGNATION -  DALLAS MILLS TANK
 EF1472  PID         -  EF1472
 EF1472  STATE/COUNTY-  AL/MADISON
 EF1472  USGS QUAD   -  HUNTSVILLE (1991)
 EF1472
 EF1472                         *CURRENT SURVEY CONTROL
 EF1472  ___________________________________________________________________
 EF1472* NAD 83(1992)-  34 44 52.33228(N)    086 34 48.30384(W)     ADJUSTED  
 EF1472* NAVD 88     -                                                        
 EF1472  ___________________________________________________________________
 EF1472  LAPLACE CORR-          -2.43  (seconds)                    DEFLEC99
 EF1472  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 EF1472
 EF1472  HORZ ORDER  -  THIRD
 EF1472
 EF1472.The horizontal coordinates were established by classical geodetic methods
 EF1472.and adjusted by the National Geodetic Survey in December 1992..
 EF1472
 EF1472
 EF1472.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1472
 EF1472.The geoid height was determined by GEOID03.
 EF1472
 EF1472;                    North         East     Units Scale Factor Converg.
 EF1472;SPC AL E     -   471,315.443   131,624.073   MT  1.00001760   -0 25 32.3
 EF1472;UTM  16      - 3,845,163.673   538,435.279   MT  0.99961821   +0 14 21.6
 EF1472
 EF1472                          SUPERSEDED SURVEY CONTROL
 EF1472
 EF1472  NAD 83(1986)-  34 44 52.33674(N)    086 34 48.29457(W) AD(       ) 4
 EF1472  NAD 27      -  34 44 52.00900(N)    086 34 48.32300(W) AD(       ) 3
 EF1472
 EF1472.Superseded values are not recommended for survey control.
 EF1472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1472.See file dsdata.txt to determine how the superseded data were derived.
 EF1472
 EF1472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED3843545164(NAD 83)
 EF1472_MARKER: 51 = TANK
 EF1472
 EF1472  HISTORY     - Date     Condition        Report By
 EF1472  HISTORY     - 1914     FIRST OBSERVED   CGS
 EF1472
 EF1472                          STATION DESCRIPTION
 EF1472
 EF1472'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1411 ***********************************************************************
 BV1411  DESIGNATION -  DANIELS
 BV1411  PID         -  BV1411
 BV1411  STATE/COUNTY-  AL/CHOCTAW
 BV1411  USGS QUAD   -  COFFEEVILLE LOCK AND DAM (1981)
 BV1411
 BV1411                         *CURRENT SURVEY CONTROL
 BV1411  ___________________________________________________________________
 BV1411* NAD 83(1992)-  31 51 43.22496(N)    088 11 38.04437(W)     ADJUSTED  
 BV1411* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 BV1411  ___________________________________________________________________
 BV1411  LAPLACE CORR-          -0.73  (seconds)                    DEFLEC99
 BV1411  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BV1411
 BV1411  HORZ ORDER  -  FIRST
 BV1411
 BV1411.The horizontal coordinates were established by classical geodetic methods
 BV1411.and adjusted by the National Geodetic Survey in May 1994..
 BV1411
 BV1411.The orthometric height was scaled from a topographic map.
 BV1411
 BV1411.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1411
 BV1411.The geoid height was determined by GEOID03.
 BV1411
 BV1411;                    North         East     Units Scale Factor Converg.
 BV1411;SPC AL W     -   206,633.729   534,336.744   MT  0.99998649   -0 21 58.7
 BV1411;UTM  16      - 3,525,761.587   387,057.434   MT  0.99975732   -0 37 49.1
 BV1411
 BV1411!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1411!SPC AL W     -   0.99999600  x   0.99998649  =   0.99998249
 BV1411!UTM  16      -   0.99999600  x   0.99975732  =   0.99975332
 BV1411
 BV1411|---------------------------------------------------------------------|
 BV1411| PID    Reference Object                     Distance      Geod. Az  |
 BV1411|                                                           dddmmss.s |
 BV1411| CF9512 DANIELS RM 1                         26.535 METERS 07723     |
 BV1411| CF9511 DANIELS AZ MK RESET                                2132559.1 |
 BV1411| CF9510 DANIELS AZ MK                                      2142839.0 |
 BV1411| BV1433 ATT MICROWAVE STA KIN 47 TOWER      APPROX.23.1 KM 2372728.0 |
 BV1411| CF9514 DANIELS RM 3                         20.976 METERS 26505     |
 BV1411| BV1413 WOMACK HILL LOT                      14.140 METERS 29501     |
 BV1411| CF9513 DANIELS RM 2                         26.051 METERS 34353     |
 BV1411|---------------------------------------------------------------------|
 BV1411
 BV1411                          SUPERSEDED SURVEY CONTROL
 BV1411
 BV1411  NAD 83(1992)-  31 51 43.22638(N)    088 11 38.04453(W) AD(       ) 1
 BV1411  NAD 83(1986)-  31 51 43.24133(N)    088 11 38.04777(W) AD(       ) 1
 BV1411  NAD 27      -  31 51 42.69100(N)    088 11 38.00000(W) AD(       ) 1
 BV1411
 BV1411.Superseded values are not recommended for survey control.
 BV1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1411.See file dsdata.txt to determine how the superseded data were derived.
 BV1411
 BV1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA8705725762(NAD 83)
 BV1411_MARKER: DS = TRIANGULATION STATION DISK
 BV1411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1411
 BV1411  HISTORY     - Date     Condition        Report By
 BV1411  HISTORY     - 1938     MONUMENTED       CGS
 BV1411  HISTORY     - 1956     GOOD             CGS
 BV1411  HISTORY     - 1963     GOOD             ALHD
 BV1411  HISTORY     - 1969     GOOD             USGS
 BV1411
 BV1411                          STATION DESCRIPTION
 BV1411
 BV1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BV1411'STATION IS ON A PROMINENT HILL IN THE NW 1/4 OF SEC. 5, T 10 N, R 2
 BV1411'W, APPROXIMATELY 10.5 MILES AIRLINE NW OF COFFEEVILLE, 6.5 MILES
 BV1411'AIRLINE E OF GILBERTOWN, AND 1.5 MILES AIRLINE NW OF WOMACK HILL,
 BV1411'APPROXIMATELY 60 YARDS WNW OF THE HIGHEST POINT OF THE HILL, THE
 BV1411'TOP OF WHICH HAS BEEN RECENTLY CLEARED, LEAVING ONLY A FEW SMALL
 BV1411'SCATTERED TREES. THE LAND IS OWNED BY DOUGLAS DANIELS. STATION
 BV1411'IS 32.3 FEET W BY N OF 5-INCH STUNTED PINE, APPROXIMATELY 0.1
 BV1411'MILE NE OF THE ROAD AT THE BOTTOM OF THE HILL. MARK IS A STANDARD
 BV1411'BRONZE DISK SET IN AN IRREGULAR BLOCK OF CONCRETE.
 BV1411'APPROXIMATELY 20 INCHES IN DIAMETER AND FLUSH WITH THE
 BV1411'SURFACE OF THE GROUND.
 BV1411'
 BV1411'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BV1411'SET IN CONCRETE.
 BV1411'
 BV1411'REFERENCE MARK NO. 1 IS E BY N OF THE STATION, APPROXIMATELY 2 FEET
 BV1411'BELOW THE LEVEL OF THE STATION, AND PROTRUDES 8 INCHES. REFERENCE
 BV1411'MARK NO. 2 IS N BY W OF THE STATION, APPROXIMATELY 8 FEET BELOW THE
 BV1411'LEVEL OF THE STATION MARK, AND PROTRUDES 8 INCHES.
 BV1411'
 BV1411'AZIMUTH MARK IS SW OF THE STATION IN THE YARD OF GRANT WALKER,
 BV1411'COLORED. MARK IS 10 FEET S OF THE WELL AND APPROXIMATELY 25 FEET SE
 BV1411'OF THE CORNER OF THE HOUSE, AND PROTRUDES 1 FOOT.
 BV1411'
 BV1411'TO REACH FROM BUTLER, GO S FROM SE CORNER OF SQUARE ON ALA. 29 FOR
 BV1411'17.55 MILES TO GILBERTOWN. TURN L OR E JUST S OF THE R.R. STATION
 BV1411'AND FOLLOW MAIN ROAD TO WOMACK HILL FOR 1.15 MILES TO CROSS ROAD.
 BV1411'CONTINUE STRAIGHT AND GO 4.8 MILES TO T RIGHT. CONTINUE STRAIGHT
 BV1411'OR E FOR 4.0 MILES TO VILLAGE OF WOMACK HILL.
 BV1411'CONTINUE STRAIGHT FOR
 BV1411'0.05 MILE TO FORK. TURN L OR N AND GO 0.4 MILE TO FORK. TAKE L
 BV1411'FORK AND GO 0.25 MILE TO A BARE HILL ON THE R. *TURN R AND GO
 BV1411'THROUGH WIRE FENCE AND GO APPROXIMATELY 0.1 MILE TO THE TOP OF
 BV1411'THE HILL AND THE STATION.
 BV1411'
 BV1411'*TO REACH THE AZIMUTH FROM THIS POINT, GO S TOWARD WOMACK HILL FOR
 BV1411'0.05 MILE TO WOODS ROAD R. TURN R OR W AND GO 0.15 MILE TO HOME OF
 BV1411'GRANT WALKER AND AZIMUTH IN HIS YARD.
 BV1411
 BV1411                          STATION RECOVERY (1956)
 BV1411
 BV1411'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1411'THE STATION WAS RECOVERED AND ALL THE MARKS WERE FOUND IN GOOD
 BV1411'CONDITION. THE DISTANCES AND THE DIRECTIONS TO THE REFERENCE MARKS
 BV1411'CHECKED. THE AZIMUTH MARK WAS PARTIALLY OBSTRUCTED BY TREES AND THE
 BV1411'DIRECTION TO IT DID NOT CHECK. THIS MARK WAS DESTROYED AND A NEW
 BV1411'AZIMUTH MARK WAS ESTABLISHED. REFERENCE MARK 1 WAS IN A
 BV1411'CULTIVATED FIELD AND WAS DESTROYED AND REPLACED WITH REFERENCE
 BV1411'MARK 3. A STATE FOREST LOOKOUT TOWER HAS BEEN BUILT AT THE STATION
 BV1411'SITE. A COMPLETE NEW DESCRIPTION FOLLOWS--
 BV1411'
 BV1411'THE STATION IS ABOUT 8 MILES SOUTHEAST OF TOXEY AND ABOUT 7 MILES
 BV1411'EAST OF GILBERTOWN. IT IS ON PROPERTY OWNED BY THE STATE. IT IS 34
 BV1411'FEET EAST OF THE SOUTHEAST LEG OF THE WOMACK HILL LOOKOUT TOWER AND
 BV1411'13 FEET WEST OF A FENCE AND WHITE WITNESS POST. THE MARK PROJECTS
 BV1411'ABOUT 2 INCHES AND THE DISK IS STAMPED DANIELS 1938.
 BV1411'
 BV1411'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND COUNTY
 BV1411'HIGHWAY 9 IN TOXEY, GO EAST ON HIGHWAY 9, PAVED, FOR 7.6 MILES TO A
 BV1411'REVERSE Y FORK AND THE END OF THE PAVEMENT. KEEP RIGHT AND GO
 BV1411'SOUTHEAST ON A DIRT ROAD FOR 0.85 MILE TO A DIRT ROAD LEFT*. TURN
 BV1411'LEFT AND GO NORTHEAST ON THE DIRT ROAD FOR 0.1 MILE TO THE
 BV1411'LOOKOUT TOWER AND THE STATION.
 BV1411'
 BV1411'*TO REACH THE AZIMUTH MARK FROM THE DIRT ROAD LEFT, CONTINUE
 BV1411'SOUTHEAST ON THE DIRT ROAD FOR 0.1 MILE TO A DRIVEWAY RIGHT. TURN
 BV1411'RIGHT ON DRIVEWAY TO A HOUSE AND THEN GO SOUTH ON A FARM ROAD
 BV1411'FOR 0.2 MILE TO ANOTHER HOUSE AND THE MARK ON THE RIGHT.
 BV1411'
 BV1411'REFERENCE MARK 2 IS 85.47 FEET NORTHWEST OF THE STATION. IT IS 54
 BV1411'FEET NORTH OF THE NORTHEAST LEG OF THE LOOKOUT TOWER, 36 FEET SOUTH
 BV1411'OF A FENCE AND 36 FEET WEST OF A FENCE. THE MARK PROJECTS 4 INCHES
 BV1411'AND THE DISK IS STAMPED DANIELS NO 2 1938.
 BV1411'
 BV1411'REFERENCE MARK 3 IS 68.82 FEET WEST OF THE STATION. IT IS 22 FEET
 BV1411'SOUTHWEST OF THE SOUTHWEST LEG OF THE LOOKOUT TOWER AND 2 FEET
 BV1411'NORTHWEST OF A TWIN PINE TREE. THE DISK IS CEMENTED IN A DRILL HOLE
 BV1411'IN A 4 X 6 FOOT BOULDER WHICH PROJECTS ABOUT 1 FOOT AND IT IS
 BV1411'STAMPED DANIELS NO 3 1938.
 BV1411'
 BV1411'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTHWEST OF THE STATION.
 BV1411'IT IS PROPERTY OWNED BY GRANT WALKER, 39 FEET SOUTHEAST OF THE
 BV1411'SOUTHEAST CORNER OF A HOUSE, 29 FEET WEST OF A 24 INCH CEDAR TREE,
 BV1411'4 FEET NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT NORTHEAST OF A
 BV1411'FENCE. THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 BV1411'DANIELS 1938 RESET 1956.
 BV1411'
 BV1411'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 BV1411
 BV1411                          STATION RECOVERY (1963)
 BV1411
 BV1411'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1963
 BV1411'THE RECOVERY DESCRIPTION AS WRITTEN BY J.L. COOK IN 1956 IS ADEQUATE
 BV1411'FOR THE RECOVERY OF THIS STATION. THE ONLY ADDITIONAL INFORMATION
 BV1411'THAT WOULD BE HELPFUL IN RECOVERING THE STATION IS THAT METAL
 BV1411'WITNESS POSTS AND SIGNS HAVE BEEN PLACED NEARBY THE STATION, THE
 BV1411'AZIMUTH MARK AND BOTH REFERENCE MARKS. THE STATION IS 13.5 FEET
 BV1411'WEST OF A METAL WITNESS POST, REFERENCE MARK 2 IS 2.6 FEET SOUTH
 BV1411'OF A METAL WITNESS POST, REFERENCE MARK 3 IS 2.0 FEET NORTHWEST
 BV1411'OF A METAL WITNESS POST AND THE AZIMUTH MARK IS 1.2 FEET
 BV1411'NORTHWEST OF A METAL WITNESS POST. THE HOUSE MENTIONED IN THE
 BV1411'DESCRIPTION FOR THE AZIMUTH MARK IS IN THE PROCESS OF BEING TORN
 BV1411'DOWN AT THIS TIME.
 BV1411
 BV1411                          STATION RECOVERY (1969)
 BV1411
 BV1411'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (HPF)
 BV1411'STATION AND REF. MKS FOUND IN GOOD CONDITION. X-PANEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2121 ***********************************************************************
 BU2121  DESIGNATION -  DANLEY RESET
 BU2121  PID         -  BU2121
 BU2121  STATE/COUNTY-  AL/COFFEE
 BU2121  USGS QUAD   -  DANLEYS CROSSROADS (1981)
 BU2121
 BU2121                         *CURRENT SURVEY CONTROL
 BU2121  ___________________________________________________________________
 BU2121* NAD 83(1992)-  31 24 32.28817(N)    086 09 48.90105(W)     ADJUSTED  
 BU2121* NAVD 88     -       138.     (meters)     453.     (feet)  SCALED    
 BU2121  ___________________________________________________________________
 BU2121  LAPLACE CORR-           0.69  (seconds)                    DEFLEC99
 BU2121  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BU2121
 BU2121  HORZ ORDER  -  SECOND
 BU2121
 BU2121.The horizontal coordinates were established by classical geodetic methods
 BU2121.and adjusted by the National Geodetic Survey in December 1992..
 BU2121
 BU2121.The orthometric height was scaled from a topographic map.
 BU2121
 BU2121.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2121
 BU2121.The geoid height was determined by GEOID03.
 BU2121
 BU2121;                    North         East     Units Scale Factor Converg.
 BU2121;SPC AL E     -   100,819.334   168,596.274   MT  0.99997216   -0 10 19.6
 BU2121;UTM  16      - 3,475,229.856   579,507.869   MT  0.99967797   +0 26 09.3
 BU2121
 BU2121!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2121!SPC AL E     -   0.99998250  x   0.99997216  =   0.99995466
 BU2121!UTM  16      -   0.99998250  x   0.99967797  =   0.99966048
 BU2121
 BU2121|---------------------------------------------------------------------|
 BU2121| PID    Reference Object                     Distance      Geod. Az  |
 BU2121|                                                           dddmmss.s |
 BU2121| CF9516 DANLEY RM 1                          36.210 METERS 02134     |
 BU2121| CF9517 DANLEY RM 2                          38.295 METERS 12203     |
 BU2121| CF9515 DANLEY AZ MK                                       1500233.3 |
 BU2121| BU2120 OPP RESET                           APPROX.12.7 KM 2104143.7 |
 BU2121| BU1851 OPP MUNICIPAL TANK                  APPROX.16.5 KM 2112210.3 |
 BU2121| BU1850 OPP MICOLAS MILLS TANK              APPROX.18.0 KM 2165553.4 |
 BU2121|---------------------------------------------------------------------|
 BU2121
 BU2121                          SUPERSEDED SURVEY CONTROL
 BU2121
 BU2121  NAD 83(1986)-  31 24 32.30188(N)    086 09 48.89996(W) AD(       ) 2
 BU2121  NAD 27      -  31 24 31.70600(N)    086 09 49.07900(W) AD(       ) 2
 BU2121
 BU2121.Superseded values are not recommended for survey control.
 BU2121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2121.See file dsdata.txt to determine how the superseded data were derived.
 BU2121
 BU2121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV7950875230(NAD 83)
 BU2121
 BU2121  HISTORY     - Date     Condition        Report By
 BU2121  HISTORY     - 1981     MONUMENTED       NGS
 BU2121
 BU2121                          STATION DESCRIPTION
 BU2121
 BU2121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 BU2121'ONLY THE STATION UNDERGROUND MARK WAS RECOVERED IN GOOD
 BU2121'CONDITION.  THE STATION SURFACE MARK, REFERENCE MARKS NO. 1, NO. 2
 BU2121'AND THE AZIMUTH MARK WERE FOUND DESTROYED.  A NEW STATION SURFACE
 BU2121'MARK, REFERENCE MARKS NO. 3 AND NO. 4 AND A NEW AZIMUTH MARK WERE
 BU2121'ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BU2121'
 BU2121'STATION IS LOCATED 11 MILES NORTH OF OPP, 6 MILES WEST OF THE
 BU2121'VILLAGE OF ELBA, ON RIGHT-OF-WAY OF U.S. HIGHWAY 84.
 BU2121'
 BU2121'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 84 AND STATE
 BU2121'HIGHWAY 141 (DANLEY CROSSROAD), GO SOUTH ON U.S. HIGHWAY 84 FOR
 BU2121'0.77 MILE TO A WATER TANK ON THE LEFT AND STATION ON THE RIGHT.
 BU2121'
 BU2121'STATION MARK IS A STANDARD DISK, STAMPED---DANLEY 1944 1981---SET IN
 BU2121'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 BU2121'65.8 FEET NORTH-NORTHWEST OF POWERLINE SERVICE POLE, 40 FEET WEST
 BU2121'SOUTHWEST OF THE CENTER OF HIGHWAY, 36.3 FEET NORTH-NORTHWEST OF A
 BU2121'28 INCH PECAN TREE, 33.5 FEET SOUTHEAST OF A 30 INCH PECAN
 BU2121'TREE, 13.5 FEET SOUTH-SOUTHEAST OF A FIRE HYDRANT AND 1.4 FEET
 BU2121'EAST NORTHEAST OF A METAL WITNESS POST AND SIGN IN FENCELINE.
 BU2121'
 BU2121'REFERENCE MARK NO. 3 IS A STANDARD DISK, STAMPED---DANLEY 1944
 BU2121'NO. 3 1980---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BU2121'GROUND.  IT IS 37.8 FEET EAST NORTHEAST OF THE CENTER OF HIGHWAY,
 BU2121'9.9 FEET NORTH NORTHWEST OF THE CENTER OF GATE TO WATER TANK,
 BU2121'6.6 FEET EAST OF THE NORTH END OF A CULVERT, 4.1 FEET NORTHWEST
 BU2121'OF NORTH GATE POST, 1.5 FEET WEST-SOUTHWEST OF A METAL WITNESS POST
 BU2121'AND SIGN IN FENCELINE.
 BU2121'
 BU2121'REFERENCE MARK NO. 4 IS A STANDARD DISK, STAMPED---DANLEY 1944
 BU2121'NO 4 1981---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH
 BU2121'THE GROUND.  IT IS 44 FEET NORTH NORTHWEST OF FIRE HYDRANT, 38.6
 BU2121'FEET WEST SOUTHWEST OF THE CENTER OF HIGHWAY, 22.9 FEET NORTH OF A
 BU2121'30 INCH PECAN TREE, 2.0 FEET EAST-NORTHEAST OF A METAL WITNESS POST
 BU2121'AND SIGN IN FENCELINE.
 BU2121'
 BU2121'AZIMUTH MARK IS A STANDARD DISK, STAMPED---DANLEY 1944 1981---SET IN
 BU2121'THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS
 BU2121'32.6 FEET NORTHEAST OF THE CENTER OF HIGHWAY, 24.3 FEET WEST
 BU2121'NORTHWEST OF A 14 INCH LONE PINE TREE, 6.2 FEET SOUTH OF WATER METER
 BU2121'AND 2.6 FEET SOUTHWEST OF A TELEPHONE POLE AND METAL CABLE BOX
 BU2121'NO. P133.
 BU2121'
 BU2121'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTH ON U.S. HIGHWAY
 BU2121'84 FOR 0.66 MILE TO THE MARK ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4977 ***********************************************************************
 BG4977  DESIGNATION -  DANNY
 BG4977  PID         -  BG4977
 BG4977  STATE/COUNTY-  AL/BALDWIN
 BG4977  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG4977
 BG4977                         *CURRENT SURVEY CONTROL
 BG4977  ___________________________________________________________________
 BG4977* NAD 83(1992)-  30 13 51.77630(N)    087 54 22.19647(W)     ADJUSTED  
 BG4977* NAVD 88     -         6.2    (meters)      20.     (feet)  VERTCON   
 BG4977  ___________________________________________________________________
 BG4977  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BG4977  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BG4977
 BG4977  HORZ ORDER  -  THIRD
 BG4977
 BG4977.The horizontal coordinates were established by classical geodetic methods
 BG4977.and adjusted by the National Geodetic Survey in December 1992..
 BG4977
 BG4977.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4977.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4977
 BG4977.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4977
 BG4977.The geoid height was determined by GEOID03.
 BG4977
 BG4977;                    North         East     Units Scale Factor Converg.
 BG4977;SPC AL W     -    25,680.857   560,904.128   MT  0.99995218   -0 12 16.2
 BG4977;UTM  16      - 3,344,735.089   412,803.777   MT  0.99969380   -0 27 22.6
 BG4977
 BG4977!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4977!SPC AL W     -   1.00000337  x   0.99995218  =   0.99995555
 BG4977!UTM  16      -   1.00000337  x   0.99969380  =   0.99969717
 BG4977
 BG4977                          SUPERSEDED SURVEY CONTROL
 BG4977
 BG4977  NAD 83(1992)-  30 13 51.80017(N)    087 54 22.20398(W) AD(       ) 3
 BG4977  NGVD 29 (05/01/92)    6.2    (m)           20.     (f) VERT ANG       
 BG4977
 BG4977.Superseded values are not recommended for survey control.
 BG4977.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4977.See file dsdata.txt to determine how the superseded data were derived.
 BG4977
 BG4977_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1280444735(NAD 83)
 BG4977_MARKER: DD = SURVEY DISK
 BG4977_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BG4977_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BG4977_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4977_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4977+STABILITY: SURFACE MOTION
 BG4977
 BG4977  HISTORY     - Date     Condition        Report By
 BG4977  HISTORY     - 1986     MONUMENTED       NOS
 BG4977
 BG4977                          STATION DESCRIPTION
 BG4977
 BG4977'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BG4977'STATION IS LOCATED ON A SAND DUNE IN A VACANT LOT OF A HOUSING
 BG4977'DEVELOPMENT KNOWN AS SURFSIDE SHORES AND IS 6.5 MI E OF THE
 BG4977'ENTRANCE TO FORT MORGAN STATE PARK ON MOBILE POINT.
 BG4977'
 BG4977'TO REACH THE STATION FROM GULF SHORES, PROCEED FROM THE
 BG4977'INTERSECTION OF STATE HWY 59 AND 180 (FORT MORGAN ROAD).  PROCEED W
 BG4977'FOR 22.5 KM (14.0 MI) TO A DIVIDED ROAD.  TURN LEFT AND GO S FOR
 BG4977'0.8 KM (0.5 MI) TO END OF ROAD.  TURN RIGHT AND PROCEED 0.08 KM
 BG4977'(0.05 MI) TO A POWER POLE WITH A WITNESS SIGN AND THE STATION ON
 BG4977'THE RIGHT.
 BG4977'
 BG4977'STATION MARK IS A STANDARD NOS DISK STAMPED---DANNY 1986---, SET ON
 BG4977'TOP OF A 40 IN ALUMINUM ROD AND SET INTO A ROUND CONCRETE MONUMENT
 BG4977'10 INCHES IN DIA AND 2.5 FT DEEP.  THE MARK IS FLUSH WITH THE
 BG4977'GROUND.  IT IS 19.83 M (65.05 FT) SW OF THE NW CORNER OF A HOUSE,
 BG4977'9.68 M (31.75 FT) N OF THE ROADS EDGE, AND 4.55 M (14.95 FT) N OF
 BG4977'POWER POLE WITH A WITNESS SIGN ON IT.
 BG4977'
 BG4977'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4977'
 BG4977'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1414 ***********************************************************************
 BV1414  DESIGNATION -  DANSBY
 BV1414  PID         -  BV1414
 BV1414  STATE/COUNTY-  AL/CHOCTAW
 BV1414  USGS QUAD   -  ARARAT (1981)
 BV1414
 BV1414                         *CURRENT SURVEY CONTROL
 BV1414  ___________________________________________________________________
 BV1414* NAD 83(1992)-  31 59 05.41115(N)    088 10 36.91287(W)     ADJUSTED  
 BV1414* NAVD 88     -       114.     (meters)     374.     (feet)  SCALED    
 BV1414  ___________________________________________________________________
 BV1414  LAPLACE CORR-           0.16  (seconds)                    DEFLEC99
 BV1414  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BV1414
 BV1414  HORZ ORDER  -  FIRST
 BV1414
 BV1414.The horizontal coordinates were established by classical geodetic methods
 BV1414.and adjusted by the National Geodetic Survey in May 1994..
 BV1414
 BV1414.The orthometric height was scaled from a topographic map.
 BV1414
 BV1414.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1414
 BV1414.The geoid height was determined by GEOID03.
 BV1414
 BV1414;                    North         East     Units Scale Factor Converg.
 BV1414;SPC AL W     -   220,243.102   536,028.762   MT  0.99998378   -0 21 30.9
 BV1414;UTM  16      - 3,539,359.873   388,811.843   MT  0.99975246   -0 37 24.5
 BV1414
 BV1414!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1414!SPC AL W     -   0.99998642  x   0.99998378  =   0.99997020
 BV1414!UTM  16      -   0.99998642  x   0.99975246  =   0.99973888
 BV1414
 BV1414:                Primary Azimuth Mark                     Grid Az
 BV1414:SPC AL W     -  DANSBY AZ MK                             046 17 38.2
 BV1414:UTM  16      -  DANSBY AZ MK                             046 33 31.8
 BV1414
 BV1414|---------------------------------------------------------------------|
 BV1414| PID    Reference Object                     Distance      Geod. Az  |
 BV1414|                                                           dddmmss.s |
 BV1414| CF9518 DANSBY AZ MK                                       0455607.3 |
 BV1414| CF9519 DANSBY RM 1                          20.810 METERS 06233     |
 BV1414| CF9520 DANSBY RM 2                          24.835 METERS 15732     |
 BV1414| BV1411 DANIELS                             APPROX.13.7 KM 1864344.8 |
 BV1414| CO1201 BUTLER MTN LOT                      APPROX.10.2 KM 3000625.4 |
 BV1414|---------------------------------------------------------------------|
 BV1414
 BV1414                          SUPERSEDED SURVEY CONTROL
 BV1414
 BV1414  NAD 83(1992)-  31 59 05.41384(N)    088 10 36.91244(W) AD(       ) 1
 BV1414  NAD 83(1986)-  31 59 05.42532(N)    088 10 36.91697(W) AD(       ) 1
 BV1414  NAD 27      -  31 59 04.88800(N)    088 10 36.85800(W) AD(       ) 1
 BV1414
 BV1414.Superseded values are not recommended for survey control.
 BV1414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1414.See file dsdata.txt to determine how the superseded data were derived.
 BV1414
 BV1414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA8881239360(NAD 83)
 BV1414_MARKER: DS = TRIANGULATION STATION DISK
 BV1414_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1414
 BV1414  HISTORY     - Date     Condition        Report By
 BV1414  HISTORY     - 1938     MONUMENTED       CGS
 BV1414  HISTORY     - 1956     GOOD             CGS
 BV1414  HISTORY     - 1969     GOOD             USGS
 BV1414
 BV1414                          STATION DESCRIPTION
 BV1414
 BV1414'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BV1414'STATION IS ON THE HIGH PART OF A HEAVILY-TIMBERED RIDGE ON THE OLD
 BV1414'HEARST PLACE, IN THE NE 1/4 OF SEC. 28, T 12 N, R 2 W, APPROXIMATELY
 BV1414'2 MILES AIRLINE NW OF ARARAT, AND 7.5 MILES AIRLINE SSE OF BUTLER.
 BV1414'THE LAND IS OWNED BY GRAY AND DANSBY (BANKERS) OF BUTLER. THE
 BV1414'STATION IS AT THE HIGHEST POINT, APPROXIMATELY 85 YARDS SW OF ROAD,
 BV1414'44 FEET WSW OF OLD WELL, AND 22 FEET E BY N OF BLAZED 12-INCH PINE
 BV1414'TREE. THE DISK PROTRUDES 6 INCHES.
 BV1414'
 BV1414'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1414'BRONZE DISKS SET IN CONCRETE.
 BV1414'
 BV1414'REFERENCE MARK NO. 1 IS ENE OF STATION, 24 FEET E OF OLD WELL, 23
 BV1414'FEET 8 OF TRAIL LEADING FROM ROAD TO STATION, AND PROTRUDES 8
 BV1414'INCHES.  REFERENCE MARK NO. 2 IS SSE OF STATION AND PROTRUDES 6
 BV1414'INCHES.
 BV1414'
 BV1414'AZIMUTH MARK IS NE OF STATION ON THE E SIDE OF ROAD, APPROXIMATELY
 BV1414'14 FEET E OF THE CENTER LINE. MARK IS OPPOSITE THE ENTRANCE TO WOODS
 BV1414'ROAD OR TRAIL LEADING TO STATION.
 BV1414'
 BV1414'TO REACH STATION FROM THE SE CORNER OF THE SQUARE IN BUTLER, GO S ON
 BV1414'ALA. 29 FOR 2.3 MILES TO GRADED T-ROAD L. TURN L AND GO ON MAIN ROAD
 BV1414'FOR 9.15 MILES TO CROSSROADS IN N EDGE OF VILLAGE OF ARARAT AND A
 BV1414'CHURCH IN SE CORNER OF INTERSECTION. TURN R UP RIDGE ROAD AND
 BV1414'FOLLOW MAIN ROAD FOR 2.0 MILES TO WOODS ROAD OR TRAIL L. TURN L AND
 BV1414'FOLLOW TRAIL FOR APPROXIMATELY 85 YARDS TO TOP OF KNOLL AND
 BV1414'STATION.
 BV1414'
 BV1414'UNABLE TO MEASURE BETWEEN R.MS. BECAUSE OF 9-INCH OAK IN LINE.
 BV1414
 BV1414                          STATION RECOVERY (1956)
 BV1414
 BV1414'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1414'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION. THE
 BV1414'DIRECTION TO R.M. 2 CHECKED WITHIN 12 SECONDS. THE DIRECTION TO R.M.
 BV1414'1 AND THE AZIMUTH MARK WERE DIFFERENT FROM THE ORIGINAL
 BV1414'OBSERVATIONS BY 65 SECONDS AND 22 SECONDS RESPECTIVELY. THE
 BV1414'DISTANCE TO R.M. 1 WAS FOUND TO BE 0.03 FOOT SHORTER THAN THE
 BV1414'ORIGINAL MEASUREMENT WHILE THE DISTANCE TO R.M. 2 WAS FOUND TO BE
 BV1414'0.03 FOOT LONGER. ALL 1956 MEASURMENTS AND DIRECTIONS WERE
 BV1414'CHECKED.
 BV1414'
 BV1414'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BV1414'
 BV1414'THE STATION IS ABOUT 7-1/2 MILES SOUTH SOUTHEAST OF BUTLER, 2 MILES
 BV1414'NORTHWEST OF ARARAT ON THE HIGHEST PART OF A TIMBERED COVERED RIDGE
 BV1414'THAT IS OWNED BY MR. CLIFF DANSBY. IT IS 252 FEET SOUTHWEST OF THE
 BV1414'MAIN WOODS ROAD, 44 FEET WEST SOUTHWEST OF AN OLD WELL, 17 FEET
 BV1414'SOUTHEAST OF A 10 INCH PINE TREE WITH A TRIANGLE BLAZE ON THE
 BV1414'EAST SIDE, 9 FEET SOUTH OF THE CENTER OF A DIM TRACK ROAD AND 3
 BV1414'FEET NORTHEAST OF A WHITE WITNESS POST. THE MARK PROJECTS 6
 BV1414'INCHES AND THE DISK IS STAMPED DANSBY 1938.
 BV1414'
 BV1414'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE CHOCTAW COUNTY
 BV1414'COURTHOUSE IN BUTLER, GO SOUTH ON STATE HIGHWAY 17 FOR 2.35 MILES TO
 BV1414'THE JUNCTION WITH COUNTY ROAD NO. 23. TURN LEFT AND GO SOUTHEAST ON
 BV1414'NO. 23 FOR 5.5 MILES TO THE END OF PAVEMENT. CONTINUE AHEAD ON
 BV1414'GRADED ROAD AND GO SOUTHERLY FOR 3.75 MILES TO A DIRT CROSSROAD AT
 BV1414'TOP OF HILL. TURN RIGHT AND GO WEST ON DIRT ROAD FOR 1.3 MILES TO
 BV1414'A SIDE ROAD LEFT. CONTINUE STRAIGHT AHEAD ON NARROW WOODS ROAD
 BV1414'FOR 0.8 MILE TO A FORK. TAKE RIGHT FORK AND GO WEST NORTHWEST ON
 BV1414'WOODS ROAD FOR 0.15 MILE TO A SIDE WOODS ROAD LEFT AND THE
 BV1414'AZIMUTH MARK ON TOP OF BANK ON THE RIGHT. TURN LEFT AND FOLLOW
 BV1414'DIM TRACK ROAD FOR 252 FEET TO THE TOP OF KNOLL AND THE STATION.
 BV1414'
 BV1414'REFERENCE MARK 1 IS 24 FEET EAST OF AN OLD WELL AND 23 FEET SOUTH
 BV1414'OF A TRACK ROAD LEADING FROM ROAD TO STATION.THE MARK PROJECTS 6
 BV1414'INCHES AND THE DISK IS STAMPED DANSBY NO 1 1938.
 BV1414'
 BV1414'REFERENCE MARK 2 IS 14 FEET SOUTHWEST OF A WOODS TRAIL. THE MARK
 BV1414'PROJECTS 6 INCHES AND THE DISK IS STAMPED DANSBY NO 2 1938.
 BV1414'
 BV1414'THE AZIMUTH MARK IS 13 FEET EAST OF THE CENTER OF THE DIRT ROAD,
 BV1414'2 FEET SOUTHWEST OF A WHITE WITNESS POST AND IS OPPOSITE THE
 BV1414'ENTRANCE OF THE DIM TRACK ROAD LEADING TO THE STATION. THE MARK
 BV1414'PROJECTS 12 INCHES AND THE DISK IS STAMPED DANSBY 1938.
 BV1414'
 BV1414'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 BV1414
 BV1414                          STATION RECOVERY (1969)
 BV1414
 BV1414'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (HPF)
 BV1414'STATION AND REF. MKS. AND AZ. MK. FOUND IN GOOD CONDITION. X-PANEL.
 BV1414'(THERE IS A REMAINS OF A Y PANEL AT THE STATION THIS DATE.)
 BV1414'
 BV1414'CUT BRUSH AND TREES AND X-PANEL
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4149 ***********************************************************************
 BG4149  DESIGNATION -  DAPHNE
 BG4149  PID         -  BG4149
 BG4149  STATE/COUNTY-  AL/BALDWIN
 BG4149  USGS QUAD   -  DAPHNE (1982)
 BG4149
 BG4149                         *CURRENT SURVEY CONTROL
 BG4149  ___________________________________________________________________
 BG4149* NAD 83(1992)-  30 36 08.15495(N)    087 54 16.87380(W)     ADJUSTED  
 BG4149* NAVD 88     -        48.2    (meters)     158.     (feet)  VERTCON   
 BG4149  ___________________________________________________________________
 BG4149  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 BG4149  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BG4149
 BG4149  HORZ ORDER  -  FIRST
 BG4149
 BG4149.The horizontal coordinates were established by classical geodetic methods
 BG4149.and adjusted by the National Geodetic Survey in December 1992..
 BG4149
 BG4149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4149
 BG4149.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4149
 BG4149.The geoid height was determined by GEOID03.
 BG4149
 BG4149;                    North         East     Units Scale Factor Converg.
 BG4149;SPC AL W     -    66,830.962   561,193.600   MT  0.99995190   -0 12 21.7
 BG4149;UTM  16      - 3,385,872.865   413,274.950   MT  0.99969278   -0 27 38.1
 BG4149
 BG4149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4149!SPC AL W     -   0.99999687  x   0.99995190  =   0.99994877
 BG4149!UTM  16      -   0.99999687  x   0.99969278  =   0.99968965
 BG4149
 BG4149:                Primary Azimuth Mark                     Grid Az
 BG4149:SPC AL W     -  MUNN FIRE TOWER                          048 22 18.4
 BG4149:UTM  16      -  MUNN FIRE TOWER                          048 37 34.8
 BG4149
 BG4149|---------------------------------------------------------------------|
 BG4149| PID    Reference Object                     Distance      Geod. Az  |
 BG4149|                                                           dddmmss.s |
 BG4149| BG4141 MUNN FIRE TOWER                     APPROX.16.7 KM 0480956.7 |
 BG4149| DD7800 DAPHNE RM 1                          25.270 METERS 06849     |
 BG4149| BG4143 DAPHNE 2                              8.747 METERS 09041     |
 BG4149| DD7799 DAPHNE AZ MK                                       1310531.4 |
 BG4149| DD7801 DAPHNE RM 2                          42.989 METERS 14734     |
 BG4149| BG4145 FAIRHOPE MUNICIPAL TANK             APPROX. 8.7 KM 1784048.8 |
 BG4149| BG4146 HOPE                                APPROX. 7.7 KM 1821201.8 |
 BG4149| BG4117 GREAT POINT CLEAR BEACON            APPROX.14.6 KM 1992403.2 |
 BG4149| BH2067 MOBILE BAY LIGHTHOUSE               APPROX.20.9 KM 2091529.3 |
 BG4149| BH2024 HENDERSON                           APPROX.25.4 KM 2941337.7 |
 BG4149|---------------------------------------------------------------------|
 BG4149
 BG4149                          SUPERSEDED SURVEY CONTROL
 BG4149
 BG4149  NAD 83(1986)-  30 36 08.17647(N)    087 54 16.87867(W) AD(       ) 1
 BG4149  NAD 27      -  30 36 07.48000(N)    087 54 16.89900(W) AD(       ) 1
 BG4149  NGVD 29 (07/19/86)   48.2    (m)          158.     (f) VERT ANG       
 BG4149
 BG4149.Superseded values are not recommended for survey control.
 BG4149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4149.See file dsdata.txt to determine how the superseded data were derived.
 BG4149
 BG4149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1327585873(NAD 83)
 BG4149_MARKER: V = STONE MONUMENT
 BG4149_SETTING: 2 = OBJECT DRIVEN INTO GROUND
 BG4149_SP_SET: OBJECT DRIVEN INTO GROUND
 BG4149
 BG4149  HISTORY     - Date     Condition        Report By
 BG4149  HISTORY     - 1897     MONUMENTED       CGS
 BG4149  HISTORY     - 1930     SEE DESCRIPTION  CGS
 BG4149  HISTORY     - 1932     GOOD             CGS
 BG4149  HISTORY     - 1934     GOOD             CGS
 BG4149  HISTORY     - 1935     GOOD             CGS
 BG4149  HISTORY     - 1938     GOOD             CGS
 BG4149  HISTORY     - 1958     SEE DESCRIPTION  CGS
 BG4149  HISTORY     - 1959     MARK NOT FOUND   CGS
 BG4149
 BG4149                          STATION DESCRIPTION
 BG4149
 BG4149'DESCRIBED BY COAST AND GEODETIC SURVEY 1897 (WBF)
 BG4149'IN THE SW CORNER OF THE SW QUARTER OF THE SW QUARTER OF THE NE
 BG4149'QUARTER OF THE NE QUARTER OF THE NE QUARTER OF SECTION 19, TOWNSHIP
 BG4149'5 S, RANGE 2 E, ON THE LAND OF WILLIAM DRYER AND ABOUT 1/2 MILE NE
 BG4149'FROM THE COURTHOUSE AT DAPHNE.  THE STATION IS MARKED BY A BEDFORD
 BG4149'STONE POST 2-1/2 FEET LONG AND DRESSED 6 INCHES SQUARE.  THE TOP
 BG4149'OF THE POST IS EVEN WITH THE SURFACE OF THE GROUND, AND ON IT ARE CUT
 BG4149'TWO PERPENDICULAR LINES AND THE LETTERS U.S.C. AND G.S.  THE
 BG4149'INTERSECTION OF THE CROSS LINES MARK THE STATION.  THE UNDERGROUND
 BG4149'MARK IS A 1-GALLON JUG, BURIED BOTTOM UPWARD WITH A SMALL HOLE
 BG4149'IN THE CENTER, 3 FEET BELOW THE SURFACE OF THE GROUND.  THE
 BG4149'STATION IS 882 FEET DISTANT AND BEARS TRUE S 44 DEG 17 MIN W, FROM
 BG4149'THE NE CORNER OF SECTION 19.
 BG4149
 BG4149                          STATION RECOVERY (1930)
 BG4149
 BG4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1930 (FLG)
 BG4149'RECOVERY NOTE BY W.M., IS DETAILED AND CORRECT, AND IS AS FOLLOWS-
 BG4149'IN THE VILLAGE OF DAPHNE, ON THE E SIDE OF MOBILE BAY, ON LAND OWNED
 BG4149'BY JOE BERGER, WHO LIVES 3 MILES E OF DAPHNE.  REACHED FROM MOBILE
 BG4149'BY U.S. HIGHWAY 90, ACROSS COCHRANE TOLL BRIDGE.  JUST E OF THE
 BG4149'FILL, KEEP THE RIGHT-HAND ROAD, WHICH IS U.S. HIGHWAY 90 TO
 BG4149'PENSACOLA, AND A SHORT DISTANCE BEYOND, TURN RIGHT ON FAIRHOPE ROAD,
 BG4149'WHICH IS SIGN POSTED, AND FOLLOW ABOUT 5 MILES TO DAPHNE.  ALL
 BG4149'ROADS ARE GRADED SAND-CLAY.
 BG4149'
 BG4149'STATION IS 49.5 FEET A LITTLE W OF S FROM SE CORNER OF THE OLD
 BG4149'WOODMEN HALL, 39 FEET W OF W DITCH OF THE ROAD, WHICH IS ONE BLOCK W
 BG4149'OF HIGHWAY THRU VILLAGE, AND ABOUT 100 YARDS WNW FROM THE CHURCH.
 BG4149'TRUCK CAN BE DRIVEN TO STATION.  MARK IS 6 BY 6 INCH STONE POST
 BG4149'WITH CROSS LINES, SOLIDLY IN PLACE AND IN GOOD CONDITION.  IT WAS
 BG4149'NOT DISTURBED.  MARK SHOULD BE BROUGHT UP TO STANDARD SIZE WITH
 BG4149'CONCRETE AND REFERENCE MARKS SET.  90-FOOT SIGNAL AND CONCRETE
 BG4149'MARKS ARE REQUIRED.  ALL SUPPLIES AT MOBILE OR FAIRHOPE,
 BG4149'DAPHNE HAS SMALL STORES, GAS, RESTAURANT AND POST OFFICE.
 BG4149'
 BG4149'THE ROAD DESCRIBED AS NEAR THE STATION IS CALLED SIXTH STREET.  THE
 BG4149'CHURCH IS A BAPTIST CHURCH.
 BG4149'
 BG4149'A SURFACE MARK, CONSISTING OF A STANDARD DISK SET IN CONCRETE,
 BG4149'WAS ESTABLISHED AND PROJECTS ABOUT 6 INCHES
 BG4149'ABOVE THE SURFACE.
 BG4149'
 BG4149'TWO REFERENCE MARKS, CONSISTING OF STANDARD BRONZE DISKS SET IN
 BG4149'CONCRETE, WERE ESTABLISHED AS FOLLOWS-
 BG4149'
 BG4149'REFERENCE MARK NO.1 IS 22.5 METERS E BY S OF THE SE CORNER OF THE
 BG4149'WOODMEN HALL, 20 FEET E OF THE CENTER LINE OF SIXTH STREET, AND
 BG4149'ABOUT 450 FEET N OF TRYER AVENUE.
 BG4149'
 BG4149'REFERENCE MARK NO.2 IS 15 FEET E OF THE CENTER LINE OF SIXTH STREET,
 BG4149'100 FEET W OF THE SW CORNER OF THE BAPTIST CHURCH AND ABOUT 300 FEET
 BG4149'N OF TRYER AVENUE.
 BG4149
 BG4149                          STATION RECOVERY (1932)
 BG4149
 BG4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1932 (JSB)
 BG4149'ALL MARKS RECOVERED AS DESCRIBED BY F.L.G., 1930, DESCRIPTION GOOD.
 BG4149
 BG4149                          STATION RECOVERY (1934)
 BG4149
 BG4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 BG4149'STATION IS IN THE VILLAGE OF DAPHNE, ON THE E SIDE OF MOBILE BAY,
 BG4149'49.0 FEET SSW OF THE SE CORNER OF THE OLD WOODMENS HALL, 55 FEET W OF
 BG4149'CENTER LINE OF EIGHTH STREET INSTEAD OF SIXTH STREET, AS
 BG4149'DESCRIBED BY F.L.G., 39 FEET N OF A 20-INCH PINE, 27 FEET NE OF A
 BG4149'16-INCH PINE.  EIGHTH STREET IS ONE BLOCK W OF THE N-S HIGHWAY
 BG4149'STATE STREET THRU THE VILLAGE.  THE STATION MARK WAS RECOVERED IN
 BG4149'GOOD CONDITION.  IT PROJECTS ABOUT 6 INCHES.  THE SURFACE MARK
 BG4149'IS A STANDARD BRONZE DISK SET IN CONCRETE.
 BG4149'
 BG4149'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE SE OF STATION, ON THE S SIDE
 BG4149'OF DRYER AVENUE 15 FEET S OF ITS CENTER LINE, 2 FEET N OF FENCE, 120
 BG4149'FEET W OF CENTER LINE OF STATE STREET.  IT IS MARKED BY A STANDARD
 BG4149'BRONZE DISK SET IN CONCRETE, AND PROJECTS
 BG4149'8 INCHES.
 BG4149'
 BG4149'BOTH REFERENCE MARKS, MARKED BY STANDARD BRONZE DISKS SET IN CONCRETE
 BG4149'WERE RECOVERED IN GOOD CONDITION.
 BG4149'
 BG4149'REFERENCE MARK NO.1 IS 74 FEET ESE OF THE SE CORNER OF WOODMENS HALL,
 BG4149'24 FEET E OF CENTER LINE OF EIGHTH STREET, 7 FEET SE OF 8-INCH PINE.
 BG4149'IT PROJECTS 1 INCH.
 BG4149'
 BG4149'REFERENCE MARK NO.2 IS 18 FEET E OF CENTER LINE OF EIGHTH STREET, 20
 BG4149'FEET W OF A 12-INCH PERSIMMON TREE.  IT PROJECTS 3 INCHES.  IT IS
 BG4149'149.11 FEET S OF REFERENCE MARK NO.1.
 BG4149'
 BG4149'TO REACH FROM MOBILE, GO E ACROSS COCHRANE TOLL BRIDGE AND CONTINUE
 BG4149'ON U.S. HIGHWAY 90 UNTIL THE FILL IS PASSED WHICH IS JUST E OF
 BG4149'THE BRIDGE.  TURN RIGHT ON FAIRHOPE ROAD, WHICH IS MARKED, AND GO
 BG4149'ABOUT 5.0 MILES TO DAPHNE AND THE STATION.
 BG4149
 BG4149                          STATION RECOVERY (1935)
 BG4149
 BG4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BG4149'ALL MARKS RECOVERED IN GOOD CONDITION AS DESCRIBED BY F.L.G., 1930.
 BG4149'DISTANCES AND DIRECTIONS TO REFERENCE MARKS WERE NOT CHECKED.
 BG4149
 BG4149                          STATION RECOVERY (1938)
 BG4149
 BG4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BG4149'THIS STATION WAS RECOVERED AND ALL MARKS, CONSISTING OF STANDARD
 BG4149'BRONZE DISKS SET IN CONCRETE, FOUND
 BG4149'TO BE IN GOOD CONDITION.  THE STATION IS LOCATED IN THE VILLAGE OF
 BG4149'DAPHNE, ON THE E SIDE OF MOBILE BAY, 49 FEET SSW OF THE SE CORNER
 BG4149'OF THE OLD WOODMENS HALL NOW SCHOOLHOUSE, 55 FEET W OF THE CENTER
 BG4149'LINE OF EIGHTH STREET, 39 FEET N OF A 20-INCH PINE, 27 FEET NE OF A
 BG4149'16-INCH PINE.  EIGHTH STREET IS ONE BLOCK W OF THE N-S HIGHWAY
 BG4149'STATE STREET THROUGH THE VILLAGE.  THE MARK PROJECTS ABOUT 5
 BG4149'INCHES.
 BG4149'
 BG4149'REFERENCE MARK NO.1 IS LOCATED 82.98 FEET NE OF THE STATION, 74 FEET
 BG4149'ESE OF THE SE CORNER OF WOODMENS HALL, 24 FEET E OF THE CENTER LINE
 BG4149'OF EIGHTH STREET, 7 FEET SE OF AN 8-INCH PINE, MARK PROJECTS 1 INCH.
 BG4149'
 BG4149'REFERENCE MARK NO.2 IS LOCATED SE OF THE STATION 141.14 FEET, 18 FEET
 BG4149'E OF THE CENTER LINE OF EIGHTH STREET, 20 FEET W OF A 12-INCH
 BG4149'PERSIMMON TREE, MARK PROJECTS 3 INCHES.
 BG4149'
 BG4149'THE AZIMUTH MARK IS LOCATED APPROXIMATELY 0.15 MILE SE OF THE
 BG4149'STATION, ON THE S SIDE OF DRYER AVENUE, 15 FEET S OF ITS CENTER LINE,
 BG4149'2 FEET N OF FENCE, 120 FEET W OF CENTER LINE OF STATE STREET, IT IS
 BG4149'MARKED WITH A STANDARD BRONZE DISK SET IN CONCRETE.
 BG4149'MARK PROJECTS 8 INCHES.
 BG4149'
 BG4149'TO REACH FROM MOBILE, GO E ON U.S. HIGHWAY 90 ABOUT 12 MILES TO
 BG4149'JUNCTION OF U.S. HIGHWAY 90 AND U.S. HIGHWAY 31 AT THE OLD SPANISH
 BG4149'FORT TOURIST CAMP.  TURN RIGHT ON U.S. HIGHWAY 90 AND GO 0.75 MILE.
 BG4149'TURN RIGHT ON FAIRHOPE ROAD AND GO 4.1 MILES TO JUST BEYOND LIGHT.
 BG4149'TURN RIGHT FOR ABOUT 1/2 BLOCK, THEN LEFT AND GO ABOUT 0.1 MILE
 BG4149'TO WOODMENS HALL AND STATION.
 BG4149'
 BG4149'OBSERVATIONS TAKEN IN STRONG WIND--1930 OBSERVATIONS SHOULD GOVERN.
 BG4149
 BG4149                          STATION RECOVERY (1958)
 BG4149
 BG4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BG4149'THE STATION WAS VISITED 6-17-58 AND ALL MARKS WERE FOUND IN GOOD
 BG4149'CONDITION.  THE AZIMUTH MARK WAS OBSTRUCTED FROM THE STATION AT THIS
 BG4149'TIME BY A HEAVY GROWTH OF SHRUBREY AND A CORN FIELD WHICH COULD NOT
 BG4149'BE CUT AT THIS TIME.  THE STATION MARK WHICH IS LOCATED IN THE
 BG4149'FRONT YARD OF MR. G.F. CLARKS HOME WAS MOVED BY REQUEST OF MR.
 BG4149'CLARK.  THE MARK WAS DIRECTLY IN FRONT OF THE HOUSE AND IN THE WAY
 BG4149'OF BUILDING A SIDEWALK.  A NEW STATION DAPHNE 2 1958 WAS
 BG4149'ESTABLISHED 28.72 FEET EAST OF THE STATION.  THE SURFACE MARK WAS
 BG4149'THEN REMOVED BUT THE UNDERGROUND MARK WAS LEFT INTACT, AND WILL BE
 BG4149'DIRECTLY UNDER THE CENTER OF THE SIDEWALK.  REFERENCE MARKS NO. 1
 BG4149'AND NO. 2 WERE USED AS REFERENCE MARKS FOR THE NEW STATION.
 BG4149'
 BG4149'THE SUB-SURFACE MARK IS LOCATED ON THE PROPERTY OWEND BY MR. G.F.
 BG4149'CLARK, IN THE VILLAGE OF DAPHNE, ON THE EAST SIDE OF MOBILE BAY, 55
 BG4149'FEET WEST OF THE CENTERLINE OF SIXTH STREET, AND ABOUT MIDWAY
 BG4149'BETWEEN BELLROSE AND DRYER AVENUES.  IT IS 20 FEET NORTHEAST OF THE
 BG4149'SOUTHEAST CORNER OF THE HOUSE, 20.5 FEET SOUTHEAST OF THE NORTHEAST
 BG4149'CORNER OF THE HOUSE, 49 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF
 BG4149'THE OLD WOODMAN HALL, 16.3 FEET EAST OF THE EAST WALL OF THE
 BG4149'CLARK HOUSE, AND 24 FEET SOUTH OF THE CENTERLINE OF THE DRIVEWAY.
 BG4149'IT IS MARKED BY A 1-GALLON JUG BURIED BOTTOM UPWARD WITH A SMALL
 BG4149'HOLE IN THE CENTER, 3 FEET BELOW THE SURFACE OF THE GROUND.
 BG4149'
 BG4149'THE AZIMUTH MARK IS 0.15 MILE SOUTHEAST OF THE STATION, 69 FEET
 BG4149'SOUTHWEST OF THE SOUTHWEST CORNER OF GUS PLACE, A CONCRETE AND BRICK
 BG4149'BUILDING, 120 FEET WEST OF U.S. HIGHWAY 98, 14 FEET SOUTH OF THE
 BG4149'CENTER OF DRYER AVENUE, 93 FEET WEST OF A POWER POLE, 3 FEET NORTH
 BG4149'OF A FENCE LINE AND 20 FEET WEST OF A 2-FOOT OAK TREE.  IT IS A
 BG4149'STANDARD DISK STAMPED DAPHNE AZIMUTH 1934, PROJECTING 6 INCHES.
 BG4149
 BG4149                          STATION RECOVERY (1959)
 BG4149
 BG4149'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4149'LOST.  THE STATION MARK AND REFERENCE MARKS WERE NOT RECOVERED AFTER
 BG4149'AN HOURS SEARCH.  ALL MARKS ARE BELIEVED TO HAVE BEEN DESTROYED BY
 BG4149'EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4143 ***********************************************************************
 BG4143  DESIGNATION -  DAPHNE 2
 BG4143  PID         -  BG4143
 BG4143  STATE/COUNTY-  AL/BALDWIN
 BG4143  USGS QUAD   -  DAPHNE (1982)
 BG4143
 BG4143                         *CURRENT SURVEY CONTROL
 BG4143  ___________________________________________________________________
 BG4143* NAD 83(1992)-  30 36 08.15153(N)    087 54 16.54548(W)     ADJUSTED  
 BG4143* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 BG4143  ___________________________________________________________________
 BG4143  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 BG4143  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BG4143
 BG4143  HORZ ORDER  -  SECOND
 BG4143
 BG4143.The horizontal coordinates were established by classical geodetic methods
 BG4143.and adjusted by the National Geodetic Survey in December 1992..
 BG4143
 BG4143.The orthometric height was scaled from a topographic map.
 BG4143
 BG4143.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4143
 BG4143.The geoid height was determined by GEOID03.
 BG4143
 BG4143;                    North         East     Units Scale Factor Converg.
 BG4143;SPC AL W     -    66,830.825   561,202.345   MT  0.99995190   -0 12 21.5
 BG4143;UTM  16      - 3,385,872.689   413,283.692   MT  0.99969276   -0 27 37.9
 BG4143
 BG4143!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4143!SPC AL W     -   0.99999690  x   0.99995190  =   0.99994880
 BG4143!UTM  16      -   0.99999690  x   0.99969276  =   0.99968966
 BG4143
 BG4143|---------------------------------------------------------------------|
 BG4143| PID    Reference Object                     Distance      Geod. Az  |
 BG4143|                                                           dddmmss.s |
 BG4143| DD7800 DAPHNE RM 1                          17.458 METERS 05742     |
 BG4143| DD7801 DAPHNE RM 2                          38.892 METERS 15826     |
 BG4143| BG4149 DAPHNE                                8.747 METERS 27041     |
 BG4143|---------------------------------------------------------------------|
 BG4143
 BG4143                          SUPERSEDED SURVEY CONTROL
 BG4143
 BG4143  NAD 83(1986)-  30 36 08.17305(N)    087 54 16.55049(W) AD(       ) 2
 BG4143  NAD 27      -  30 36 07.47700(N)    087 54 16.57000(W) AD(       ) 2
 BG4143
 BG4143.Superseded values are not recommended for survey control.
 BG4143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4143.See file dsdata.txt to determine how the superseded data were derived.
 BG4143
 BG4143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1328485873(NAD 83)
 BG4143_MARKER: DS = TRIANGULATION STATION DISK
 BG4143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4143_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BG4143
 BG4143  HISTORY     - Date     Condition        Report By
 BG4143  HISTORY     - 1958     MONUMENTED       CGS
 BG4143  HISTORY     - 1959     GOOD             CGS
 BG4143  HISTORY     - 1960     SEE DESCRIPTION  CGS
 BG4143  HISTORY     - 1986     GOOD             USPSQD
 BG4143
 BG4143                          STATION DESCRIPTION
 BG4143
 BG4143'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RAG)
 BG4143'LOCATED IN THE VILLAGE OF DAPHNE, ON THE EAST SIDE OF MOBILE BAY,
 BG4143'ABOUT 300 FEET SOUTH-SOUTHWEST OF THE MUNICIPAL WATER TANK IN
 BG4143'DAPHNE, 1/2 BLOCK NORTH OF THE DAPHNE BAPTIST CHURCH, ON PROPERTY
 BG4143'OWNED BY MR. G.F. CLARK, IN THE FRONT YARD OF THE HOUSE, IN A V
 BG4143'FORMED BY THE SIDEWALKS BRANCHING OUT FROM THE MAIN SIDEWALK IN
 BG4143'FRONT OF THE HOUSE, ABOUT MIDWAY BETWEEN BELLROSE AND DRYER AVENUES
 BG4143'ON SIXTH STREET.  IT IS 146 FEET SOUTH OF THE CENTER OF CHURCH
 BG4143'STREET, WHICH IS A SHORT STREET LEADING WEST FROM THE CITY HALL,
 BG4143'25 FEET WEST OF THE CENTER OF SIXTH STREET, 54 FEET SOUTH-SOUTHEAST
 BG4143'OF THE SOUTHEAST CORNER OF THE OLD WOODMAN HALL WHICH IS A TWO
 BG4143'STORY FRAME BUILDING, 46.7 FEET EAST-SOUTHEAST OF THE
 BG4143'NORTHEAST CORNER OF THE CLARK HOUSE, 46.7 FEET EAST-NORTHEAST OF
 BG4143'THE SOUTHEAST CORNER OF THE CLARK HOUSE, 25 FEET SOUTH OF THE
 BG4143'CENTER OF THE DRIVEWAY, 95 FEET EAST-SOUTHEAST OF A 3-FOOT PINE
 BG4143'TREE NEAR THE NORTHWEST CORNER OF THE HOUSE, 69 FEET NORTH OF A
 BG4143'POWER POLE WITH THREE TRANSFORMERS, AND 5 FEET WEST OF A HEDGE ROW
 BG4143'IN THE FRONT LAWN OF THE HOUSE.  IT IS A STANDARD DISK, STAMPED
 BG4143'DAPHNE 2 1958, FLUSH WITH THE GROUND.
 BG4143'
 BG4143'REFERENCE MARK NO.1 IS 57.27 FEET NORTHEAST OF THE STATION, 24 FEET
 BG4143'EAST OF THE CENTER OF SIXTH STREET, 40 FEET SOUTH OF A POWER POLE,
 BG4143'95 FEET EAST-NORTHEAST OF AND ACROSS THE ROAD FROM MR. CLARKS HOUSE,
 BG4143'AND 75 FEET SOUTH-SOUTHWEST OF A STUCOED HOUSE AND UNDER THE
 BG4143'SOUTHWEST EDGE OF A BUSH.  IT IS A STANDARD DISK, STAMPED DAPHNE
 BG4143'NO 1 1930 1897, FLUSH WITH THE GROUND.
 BG4143'
 BG4143'REFERENCE MARK NO. 2 IS 127.60 FEET SOUTHEAST OF THE STATION, 23 FEET
 BG4143'EAST OF THE CENTER OF SIXTH STREET, 66 FEET SOUTHEAST OF A POWER
 BG4143'POLE WITH THREE TRANSFORMERS, 16.5 FEET WEST OF A 2-FOOT OAK TREE,
 BG4143'28.5 FEET WEST OF THE NORTHWEST CORNER OF A SMALL HOUSE AND 7.5
 BG4143'FEET NORTH OF THE PROJECTED PLANE OF THE NORTH WALL OF THE SAME
 BG4143'HOUSE.  IT IS A STANDARD DISK, STAMPED DAPHNE NO 2 1897 1930,
 BG4143'PROJECTING 4 INCHES.
 BG4143'
 BG4143'NO AZIMUTH MARK WAS ESTABLISHED FOR THIS STATION.
 BG4143
 BG4143                          STATION RECOVERY (1959)
 BG4143
 BG4143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4143'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED IN GOOD
 BG4143'CONDITION. THE DISTANCES TO THE REFERENCE MARKS WERE VERIFIED.  THE
 BG4143'ORIGINAL DESCRIPTION IS ADEQUATE.
 BG4143
 BG4143                          STATION RECOVERY (1960)
 BG4143
 BG4143'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BG4143'THE STATION MARK AND REFERENCE MARKS WERE RECOVERED AND FOUND TO BE
 BG4143'IN GOOD CONDITION.  DUE TO THE STATION MARK LOCATION IN THE LAWN OF
 BG4143'THE CLARK RESIDENCE AND DIRECTLY UNDERNEATH A HIGHLINE THE STATION
 BG4143'COULD NOT BE OCCUPIED AND DAPHNE 2 RM 3 WAS ESTABLISHED AND
 BG4143'OCCUPIED.
 BG4143
 BG4143                          STATION RECOVERY (1986)
 BG4143
 BG4143'RECOVERY NOTE BY US POWER SQUADRON 1986 (EC)
 BG4143'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4148 ***********************************************************************
 BG4148  DESIGNATION -  DAPHNE 2 RM 3
 BG4148  PID         -  BG4148
 BG4148  STATE/COUNTY-  AL/BALDWIN
 BG4148  USGS QUAD   -  DAPHNE (1982)
 BG4148
 BG4148                         *CURRENT SURVEY CONTROL
 BG4148  ___________________________________________________________________
 BG4148* NAD 83(1992)-  30 36 07.58017(N)    087 54 17.19158(W)     ADJUSTED  
 BG4148* NAVD 88     -        48.     (meters)     157.     (feet)  SCALED    
 BG4148  ___________________________________________________________________
 BG4148  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 BG4148  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BG4148
 BG4148  HORZ ORDER  -  SECOND
 BG4148
 BG4148.The horizontal coordinates were established by classical geodetic methods
 BG4148.and adjusted by the National Geodetic Survey in December 1992..
 BG4148
 BG4148.The orthometric height was scaled from a topographic map.
 BG4148
 BG4148.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4148
 BG4148.The geoid height was determined by GEOID03.
 BG4148
 BG4148;                    North         East     Units Scale Factor Converg.
 BG4148;SPC AL W     -    66,813.292   561,185.072   MT  0.99995191   -0 12 21.8
 BG4148;UTM  16      - 3,385,855.238   413,266.346   MT  0.99969280   -0 27 38.3
 BG4148
 BG4148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4148!SPC AL W     -   0.99999690  x   0.99995191  =   0.99994881
 BG4148!UTM  16      -   0.99999690  x   0.99969280  =   0.99968970
 BG4148
 BG4148|---------------------------------------------------------------------|
 BG4148| PID    Reference Object                     Distance      Geod. Az  |
 BG4148|                                                           dddmmss.s |
 BG4148| BG4143 DAPHNE 2                             24.613 METERS 04422     |
 BG4148| DD7800 DAPHNE RM 1                          41.788 METERS 04959     |
 BG4148| DD7801 DAPHNE RM 2                          36.600 METERS 12032     |
 BG4148| BG4120 CLEAR 2 RM 3                        APPROX.13.5 KM 1930505.6 |
 BG4148| BH1996 MOBILE CHANNEL LIGHT 32             APPROX.12.8 KM 2435852.5 |
 BG4148| BH2011 MOBILE CHANNEL LIGHT 33             APPROX.12.5 KM 2504956.2 |
 BG4148| BH2013 MOBILE CHANNEL LIGHT 34             APPROX.12.1 KM 2551329.4 |
 BG4148| BH2009 MOBILE CHANNEL LIGHT 35             APPROX.12.2 KM 2611342.8 |
 BG4148| BH2003 MOBILE CHANNEL LIGHT F 55           APPROX.12.4 KM 2654750.9 |
 BG4148| BH2004 MOBILE CHANNEL LIGHT F 25           APPROX.12.4 KM 2744338.1 |
 BG4148| BH2008 MOBILE CHANNEL LIGHT 38             APPROX.12.3 KM 2783125.6 |
 BG4148|---------------------------------------------------------------------|
 BG4148
 BG4148                          SUPERSEDED SURVEY CONTROL
 BG4148
 BG4148  NAD 83(1986)-  30 36 07.60156(N)    087 54 17.19675(W) AD(       ) 2
 BG4148  NAD 27      -  30 36 06.90560(N)    087 54 17.21740(W) AD(       ) 2
 BG4148
 BG4148.Superseded values are not recommended for survey control.
 BG4148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4148.See file dsdata.txt to determine how the superseded data were derived.
 BG4148
 BG4148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1326685855(NAD 83)
 BG4148_MARKER: DR = REFERENCE MARK DISK
 BG4148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4148
 BG4148  HISTORY     - Date     Condition        Report By
 BG4148  HISTORY     - 1960     MONUMENTED       CGS
 BG4148  HISTORY     - 1986     MARK NOT FOUND   USPSQD
 BG4148
 BG4148                          STATION DESCRIPTION
 BG4148
 BG4148'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BG4148'STATION IS LOCATED IN THE SMALL TOWN OF DAPHNE ON THE WEST SIDE OF
 BG4148'MOBILE BAY ABOUT 15 MILES SOUTHEAST OF MOBILE AND ABOUT 5 MILES
 BG4148'NORTH OF FAIRHOPE.
 BG4148'
 BG4148'TO REACH FROM THE INTERSECTION OF MAIN STREET, U.S. HIGHWAY 98, AND
 BG4148'BELROSE AVENUE IN THE NORTH EDGE OF DAPHNE GO WEST ON BELROSE AVENUE
 BG4148'0.1 MILE TO SIXTH STREET, TURN LEFT ON SIXTH STREET FOR 0.1 MILE
 BG4148'PASSING MUNICIPAL WATER TANK AND FIRE STATION TO THE STATION ON
 BG4148'RIGHT BEHIND SMALL PUMP HOUSE.
 BG4148'
 BG4148'STATION, A STANDARD REFERENCE DISK SET IN A 12 X 12 INCH CONCRETE
 BG4148'MONUMENT IS 81 FEET WEST OF THE CENTER OF SIXTH STREET, 22 FEET WEST
 BG4148'OF NORTHWEST CORNER OF PUMP HOUSE AND 6 FEET NORTH OF A METAL
 BG4148'WITNESS POST WITH SIGN.  THE MARK IS FLUSH WITH THE GROUND AND THE
 BG4148'DISK IS STAMPED DAPHNE 2 NO 3 1958.
 BG4148'
 BG4148'REFERENCE MARK NO. 1, A STANDARD DISK SET IN A 10 X 10 INCH CONCRETE
 BG4148'MONUMENT IS 23 FEET EAST OF THE CENTERLINE OF SIXTH STREET, 5 FEET
 BG4148'NORTHEAST OF CITY WATER METER AND 38 FEET SOUTH OF THE SOUTHWEST
 BG4148'CORNER OF A HOUSE.  THE MARK IS FLUSH WITH THE GROUND AND THE DISK
 BG4148'IS STAMPED DAPHNE NO 1 1897 1930 1938.
 BG4148'
 BG4148'REFERENCE MARK NO. 2, A STANDARD DISK SET IN A 10 X 10 INCH CONCRETE
 BG4148'MONUMENT IS 23 FEET EAST OF THE CENTERLINE OF SIXTH STREET, 16 FEET
 BG4148'WEST OF A 22 INCH ELM TREE AND 66 FEET SOUTHEAST OF A POWER POLE
 BG4148'BEARING 3 TRANSFORMERS.  THE MARK PROJECTS 2 INCHES AND THE DISK
 BG4148'IS STAMPED DAPHNE NO 2 1897 1930 1938.
 BG4148'
 BG4148'A TRAVERSE CONNECTION WAS MADE TO DAPHNE 2 1958 AND THE DISTANCE IS
 BG4148'SHOWN ABOVE.
 BG4148'
 BG4148'DAPHNE 2 1958, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 BG4148'MONUMENT IS 5 FEET WEST OF HEDGE, 69 FEET NORTH OF POWER POLE
 BG4148'BEARING 3 TRANSFORMERS AND 25 FEET WEST OF THE CENTERLINE OF SIXTH
 BG4148'STREET.  THE MARK IS 1 INCH BELOW THE SURFACE OF THE GROUND AND
 BG4148'THE DISK IS STAMPED DAPHNE 2 1958.
 BG4148
 BG4148                          STATION RECOVERY (1986)
 BG4148
 BG4148'RECOVERY NOTE BY US POWER SQUADRON 1986 (EC)
 BG4148'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4152 ***********************************************************************
 BG4152  DESIGNATION -  DAPHNE LAKE FOREST SUBDIV TANK
 BG4152  PID         -  BG4152
 BG4152  STATE/COUNTY-  AL/BALDWIN
 BG4152  USGS QUAD   -  BRIDGEHEAD (1982)
 BG4152
 BG4152                         *CURRENT SURVEY CONTROL
 BG4152  ___________________________________________________________________
 BG4152* NAD 83(1992)-  30 38 41.99675(N)    087 54 21.06091(W)     ADJUSTED  
 BG4152* NAVD 88     -                                                        
 BG4152  ___________________________________________________________________
 BG4152  LAPLACE CORR-           1.75  (seconds)                    DEFLEC99
 BG4152  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 BG4152
 BG4152  HORZ ORDER  -  THIRD
 BG4152
 BG4152.The horizontal coordinates were established by classical geodetic methods
 BG4152.and adjusted by the National Geodetic Survey in December 1992..
 BG4152
 BG4152
 BG4152.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4152
 BG4152.The geoid height was determined by GEOID03.
 BG4152
 BG4152;                    North         East     Units Scale Factor Converg.
 BG4152;SPC AL W     -    71,568.707   561,099.162   MT  0.99995199   -0 12 24.7
 BG4152;UTM  16      - 3,390,609.755   413,201.595   MT  0.99969294   -0 27 42.3
 BG4152
 BG4152                          SUPERSEDED SURVEY CONTROL
 BG4152
 BG4152  NAD 83(1986)-  30 38 42.01552(N)    087 54 21.06569(W) AD(       ) 4
 BG4152  NAD 27      -  30 38 41.32300(N)    087 54 21.08400(W) AD(       ) 3
 BG4152
 BG4152.Superseded values are not recommended for survey control.
 BG4152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4152.See file dsdata.txt to determine how the superseded data were derived.
 BG4152
 BG4152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1320290610(NAD 83)
 BG4152_MARKER: 53 = ELEVATED TANK
 BG4152_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4152+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG4152
 BG4152  HISTORY     - Date     Condition        Report By
 BG4152  HISTORY     - 1960     FIRST OBSERVED   CGS
 BG4152  HISTORY     - 1984     GOOD             NOS
 BG4152  HISTORY     - 20030409 GOOD             USPSQD
 BG4152  HISTORY     - 20040422 GOOD             USPSQD
 BG4152  HISTORY     - 20050720 GOOD             USPSQD
 BG4152
 BG4152                          STATION DESCRIPTION
 BG4152
 BG4152'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BG4152'STATION IS LOCATED 1/2 MILE EAST OF U.S. HIGHWAY 98 AND 3 MILES NORTH
 BG4152'OF DAPHNE ALABAMA IN NEWLY CONSTRUCTED LAKE FOREST SUBDIVIDION.
 BG4152'TANK IS SILVER IN COLOR, SUPPORTED BY 4 LEGS AND IS OF STEEL
 BG4152'CONSTRUCTION ABOUT 100 FEET IN HEIGHT.  POINT OF INTERSECTION IS
 BG4152'RED LIGHT ON TOP OF TANK.
 BG4152
 BG4152                          STATION RECOVERY (1984)
 BG4152
 BG4152'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BG4152'THE STATION WAS RECOVERED AT THIS DATE.
 BG4152'
 BG4152'RECOVERED BY JOHN DANIEL.
 BG4152
 BG4152                          STATION RECOVERY (2003)
 BG4152
 BG4152'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4152'GO SOUTHEAST ON LAKE SHORE DRIVE PAST HAWK DRIVE. CHANGE 100 FEET TO
 BG4152'READ 120 FEET.
 BG4152
 BG4152                          STATION RECOVERY (2004)
 BG4152
 BG4152'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG4152'RECOVERED IN GOOD CONDITION.
 BG4152
 BG4152                          STATION RECOVERY (2005)
 BG4152
 BG4152'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG4152'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4144 ***********************************************************************
 BG4144  DESIGNATION -  DAPHNE MUNICIPAL TANK
 BG4144  PID         -  BG4144
 BG4144  STATE/COUNTY-  AL/BALDWIN
 BG4144  USGS QUAD   -  DAPHNE (1982)
 BG4144
 BG4144                         *CURRENT SURVEY CONTROL
 BG4144  ___________________________________________________________________
 BG4144* NAD 83(1992)-  30 36 11.15618(N)    087 54 14.88542(W)     ADJUSTED  
 BG4144* NAVD 88     -                                                        
 BG4144  ___________________________________________________________________
 BG4144  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 BG4144  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BG4144
 BG4144  HORZ ORDER  -  THIRD
 BG4144
 BG4144.The horizontal coordinates were established by classical geodetic methods
 BG4144.and adjusted by the National Geodetic Survey in December 1992..
 BG4144
 BG4144
 BG4144.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4144
 BG4144.The geoid height was determined by GEOID03.
 BG4144
 BG4144;                    North         East     Units Scale Factor Converg.
 BG4144;SPC AL W     -    66,923.190   561,246.897   MT  0.99995185   -0 12 20.7
 BG4144;UTM  16      - 3,385,964.831   413,328.642   MT  0.99969267   -0 27 37.1
 BG4144
 BG4144                          SUPERSEDED SURVEY CONTROL
 BG4144
 BG4144  NAD 83(1986)-  30 36 11.17716(N)    087 54 14.89264(W) AD(       ) 4
 BG4144  NAD 27      -  30 36 10.48200(N)    087 54 14.91800(W) AD(       ) 3
 BG4144
 BG4144.Superseded values are not recommended for survey control.
 BG4144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4144.See file dsdata.txt to determine how the superseded data were derived.
 BG4144
 BG4144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1332985965(NAD 83)
 BG4144_MARKER: 53 = ELEVATED TANK
 BG4144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4144+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG4144
 BG4144  HISTORY     - Date     Condition        Report By
 BG4144  HISTORY     - 1960     FIRST OBSERVED   CGS
 BG4144  HISTORY     - 1984     GOOD             NOS
 BG4144  HISTORY     - 1985     GOOD             USPSQD
 BG4144  HISTORY     - 20030409 GOOD             USPSQD
 BG4144  HISTORY     - 20040422 GOOD             USPSQD
 BG4144  HISTORY     - 20050720 GOOD             USPSQD
 BG4144
 BG4144                          STATION DESCRIPTION
 BG4144
 BG4144'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BG4144'STATION IS LOCATED IN THE SMALL TOWN OF DAPHNE ALABAMA AND ABOUT 1/4
 BG4144'MILE WEST OF U.S. HIGHWAY 98.  TANK IS ABOUT 100 YARDS NORTHEAST OF
 BG4144'TRIANGULATION STATION DAPHNE 2 1958.  TANK IS SILVER IN COLOR,
 BG4144'SUPPORTED BY 4 LEGS AND IS OF STEEL CONSTRUCTION ABOUT 100 FEET IN
 BG4144'HEIGHT.  POINT OF INTERSECTION IS RED LIGHT ON TOP OF TANK.
 BG4144
 BG4144                          STATION RECOVERY (1984)
 BG4144
 BG4144'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BG4144'THE STATION WAS RECOVERED AT THIS DATE.
 BG4144'
 BG4144'RECOVERED BY JOHN DANIEL.
 BG4144
 BG4144                          STATION RECOVERY (1985)
 BG4144
 BG4144'RECOVERY NOTE BY US POWER SQUADRON 1985 (EC)
 BG4144'RECOVERED IN GOOD CONDITION.
 BG4144
 BG4144                          STATION RECOVERY (2003)
 BG4144
 BG4144'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4144'MARKER IS ACROSS THE STREET FROM FIRE HOUSE 1, 1707 SIXTH ST. DAPHNE,
 BG4144'AL.
 BG4144
 BG4144                          STATION RECOVERY (2004)
 BG4144
 BG4144'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG4144'RECOVERED IN GOOD CONDITION.
 BG4144
 BG4144                          STATION RECOVERY (2005)
 BG4144
 BG4144'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG4144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4978 ***********************************************************************
 BG4978  DESIGNATION -  DAPHNE TANK
 BG4978  PID         -  BG4978
 BG4978  STATE/COUNTY-  AL/BALDWIN
 BG4978  USGS QUAD   -  DAPHNE (1982)
 BG4978
 BG4978                         *CURRENT SURVEY CONTROL
 BG4978  ___________________________________________________________________
 BG4978* NAD 83(1992)-  30 35 46.96393(N)    087 53 40.46477(W)     ADJUSTED  
 BG4978* NAVD 88     -                                                        
 BG4978  ___________________________________________________________________
 BG4978  LAPLACE CORR-           1.68  (seconds)                    DEFLEC99
 BG4978  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BG4978
 BG4978  HORZ ORDER  -  THIRD
 BG4978
 BG4978.The horizontal coordinates were established by classical geodetic methods
 BG4978.and adjusted by the National Geodetic Survey in December 1992..
 BG4978
 BG4978
 BG4978.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4978
 BG4978.The geoid height was determined by GEOID03.
 BG4978
 BG4978;                    North         East     Units Scale Factor Converg.
 BG4978;SPC AL W     -    66,174.973   562,161.139   MT  0.99995099   -0 12 03.0
 BG4978;UTM  16      - 3,385,212.756   414,239.315   MT  0.99969073   -0 27 19.3
 BG4978
 BG4978                          SUPERSEDED SURVEY CONTROL
 BG4978
 BG4978  NAD 83(1992)-  30 35 46.98420(N)    087 53 40.47196(W) AD(       ) 4
 BG4978
 BG4978.Superseded values are not recommended for survey control.
 BG4978.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4978.See file dsdata.txt to determine how the superseded data were derived.
 BG4978
 BG4978_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1423985213(NAD 83)
 BG4978_MARKER: 51 = TANK
 BG4978_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4978+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG4978
 BG4978  HISTORY     - Date     Condition        Report By
 BG4978  HISTORY     - 1984     FIRST OBSERVED   NOS
 BG4978  HISTORY     - 20030409 GOOD             USPSQD
 BG4978  HISTORY     - 20040422 GOOD             USPSQD
 BG4978  HISTORY     - 20050720 GOOD             USPSQD
 BG4978
 BG4978                          STATION DESCRIPTION
 BG4978
 BG4978'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BG4978'STATION IS LOCATED IN THE TOWN OF DAPHNE ON THE E SIDE OF US 98.
 BG4978'
 BG4978'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND US 98 IN BALDWIN
 BG4978'COUNTY, GO S ON US 98 FOR 5.8 KM (3.6 MI) TO STANTON ROAD(DIRT) ON
 BG4978'THE LEFT.  TURN LEFT ONTO STANTON ROAD AND GO E 0.2 KM (0.15 MI) TO
 BG4978'THE TANK ON THE LEFT.
 BG4978'
 BG4978'THE STATION IS THE CENTER OF THE LARGE OVAL TANK PAINTED ORANGE,
 BG4978'SUPPORTED BY SEVEN LEGS AND A CENTRAL STANDPIPE.
 BG4978'
 BG4978'DESCRIBED BY JOHN DANIEL.
 BG4978'
 BG4978'STATION RECOVERED AS DESCRIBED IN 1985.
 BG4978
 BG4978                          STATION RECOVERY (2003)
 BG4978
 BG4978'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4978'ERASE (DIRT).  TANK PAINTED GREEN,
 BG4978
 BG4978                          STATION RECOVERY (2004)
 BG4978
 BG4978'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG4978'RECOVERED IN GOOD CONDITION.
 BG4978
 BG4978                          STATION RECOVERY (2005)
 BG4978
 BG4978'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG4978'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0363 ***********************************************************************
 CN0363  DESIGNATION -  DAT M 5
 CN0363  PID         -  CN0363
 CN0363  STATE/COUNTY-  AL/MONTGOMERY
 CN0363  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0363
 CN0363                         *CURRENT SURVEY CONTROL
 CN0363  ___________________________________________________________________
 CN0363* NAD 83(1986)-  32 22 39.     (N)    086 18 04.     (W)     SCALED    
 CN0363* NAVD 88     -        78.010  (meters)     255.94   (feet)  ADJUSTED  
 CN0363  ___________________________________________________________________
 CN0363  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 CN0363  DYNAMIC HT  -          77.921 (meters)     255.65  (feet)  COMP
 CN0363  MODELED GRAV-     979,497.2   (mgal)                       NAVD 88
 CN0363
 CN0363  VERT ORDER  -  FIRST     CLASS I
 CN0363
 CN0363.The horizontal coordinates were scaled from a topographic map and have
 CN0363.an estimated accuracy of +/- 6 seconds.
 CN0363
 CN0363.The orthometric height was determined by differential leveling
 CN0363.and adjusted by the National Geodetic Survey in June 1991..
 CN0363
 CN0363.The geoid height was determined by GEOID03.
 CN0363
 CN0363.The dynamic height is computed by dividing the NAVD 88
 CN0363.geopotential number by the normal gravity value computed on the
 CN0363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0363.degrees latitude (g = 980.6199 gals.).
 CN0363
 CN0363.The modeled gravity was interpolated from observed gravity values.
 CN0363
 CN0363;                    North         East    Units  Estimated Accuracy
 CN0363;SPC AL E     -   208,260.      155,980.      MT  (+/- 180 meters Scaled)
 CN0363
 CN0363                          SUPERSEDED SURVEY CONTROL
 CN0363
 CN0363  NGVD 29 (??/??/92)   77.994  (m)          255.89   (f) ADJ UNCH    1 1
 CN0363
 CN0363.Superseded values are not recommended for survey control.
 CN0363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0363.See file dsdata.txt to determine how the superseded data were derived.
 CN0363
 CN0363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA657824(NAD 83)
 CN0363_MARKER: DD = SURVEY DISK
 CN0363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0363_STAMPING: DAT M 5 1938
 CN0363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0363+STABILITY: SURFACE MOTION
 CN0363
 CN0363  HISTORY     - Date     Condition        Report By
 CN0363  HISTORY     - 1938     MONUMENTED       AL2130
 CN0363  HISTORY     - 1967     GOOD             NGS
 CN0363
 CN0363                          STATION DESCRIPTION
 CN0363
 CN0363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0363'IN MONTGOMERY.
 CN0363'AT MONTGOMERY, AT THE INTERSECTION OF DEXTER AVENUE AND BAINBRIDGE
 CN0363'STREET, NEAR THE STATE CAPITOL BUILDING, 35 FEET NORTHWEST OF THE
 CN0363'SOUTHWEST CORNER OF THE STEPS LEADING EAST TO THE WEST ENTRANCE TO THE
 CN0363'STATE CAPITOL BLDG, 5.3 FEET EAST OF THE EAST CURB LINE OF BAINBRIDGE
 CN0363'STREET, SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2156 ***********************************************************************
 BH2156  DESIGNATION -  DAUPHIN
 BH2156  PID         -  BH2156
 BH2156  STATE/COUNTY-  AL/MOBILE
 BH2156  USGS QUAD   -  PETIT BOIS PASS (1982)
 BH2156
 BH2156                         *CURRENT SURVEY CONTROL
 BH2156  ___________________________________________________________________
 BH2156* NAD 83(1992)-  30 13 50.27901(N)    088 18 15.17224(W)     ADJUSTED  
 BH2156* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2156  ___________________________________________________________________
 BH2156  LAPLACE CORR-           0.24  (seconds)                    DEFLEC99
 BH2156  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH2156
 BH2156  HORZ ORDER  -  THIRD
 BH2156
 BH2156.The horizontal coordinates were established by classical geodetic methods
 BH2156.and adjusted by the National Geodetic Survey in May 1994..
 BH2156
 BH2156.The orthometric height was scaled from a topographic map.
 BH2156
 BH2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2156
 BH2156.The geoid height was determined by GEOID03.
 BH2156
 BH2156;                    North         East     Units Scale Factor Converg.
 BH2156;SPC AL W     -    25,838.527   522,588.286   MT  1.00000724   -0 24 17.7
 BH2156;SPC MS E     -    81,105.168   350,932.056   MT  0.99998199   +0 15 59.1
 BH2156;SPC MS E     -   266,092.54  1,151,349.59   sFT  0.99998199   +0 15 59.1
 BH2156;UTM  16      - 3,345,061.060   374,498.027   MT  0.99979432   -0 39 24.2
 BH2156
 BH2156!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2156!SPC AL W     -   1.00000420  x   1.00000724  =   1.00001144
 BH2156!SPC MS E     -   1.00000420  x   0.99998199  =   0.99998619
 BH2156!UTM  16      -   1.00000420  x   0.99979432  =   0.99979852
 BH2156
 BH2156:                Primary Azimuth Mark                     Grid Az
 BH2156:SPC AL W     -  HALF                                     079 33 08.3
 BH2156:SPC MS E     -  HALF                                     078 52 51.5
 BH2156:UTM  16      -  HALF                                     079 48 14.8
 BH2156
 BH2156|---------------------------------------------------------------------|
 BH2156| PID    Reference Object                     Distance      Geod. Az  |
 BH2156|                                                           dddmmss.s |
 BH2156| BH2157 HALF                                APPROX. 3.3 KM 0790850.6 |
 BH2156| DD7803 DAUPHIN RM 1                         23.141 METERS 13008     |
 BH2156| DD7805 DAUPHIN RM 3                         18.958 METERS 21734     |
 BH2156| DD7804 DAUPHIN RM 2                         20.666 METERS 22847     |
 BH2156| BH2158 BOIS                                APPROX. 5.6 KM 2553852.1 |
 BH2156|---------------------------------------------------------------------|
 BH2156
 BH2156                          SUPERSEDED SURVEY CONTROL
 BH2156
 BH2156  NAD 83(1992)-  30 13 50.28058(N)    088 18 15.17487(W) AD(       ) 3
 BH2156  NAD 83(1986)-  30 13 50.30365(N)    088 18 15.17201(W) AD(       ) 3
 BH2156  NAD 27      -  30 13 49.57300(N)    088 18 15.15900(W) AD(       ) 3
 BH2156
 BH2156.Superseded values are not recommended for survey control.
 BH2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2156.See file dsdata.txt to determine how the superseded data were derived.
 BH2156
 BH2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7449845061(NAD 83)
 BH2156_MARKER: DS = TRIANGULATION STATION DISK
 BH2156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2156_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2156+STABILITY: SURFACE MOTION
 BH2156
 BH2156  HISTORY     - Date     Condition        Report By
 BH2156  HISTORY     - 1935     MONUMENTED       CGS
 BH2156  HISTORY     - 1946     GOOD             CGS
 BH2156  HISTORY     - 1958     GOOD             CGS
 BH2156  HISTORY     - 1970     GOOD             NGS
 BH2156  HISTORY     - 1976     GOOD             NGS
 BH2156  HISTORY     - 1981     GOOD             NOS
 BH2156  HISTORY     - 1987     GOOD             NOS
 BH2156
 BH2156                          STATION DESCRIPTION
 BH2156
 BH2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2156'THE STATION IS ON THE N SIDE OF AND ABOUT 1/4 MILE E OF WESTERN TIP
 BH2156'OF DAUPHIN ISLAND.  IT IS 40 YARDS SE OF THE HIGH-WATER LINE OF
 BH2156'THE SOUND, 12 YARDS SW OF A SMALL POND, AND ABOUT 5 YARDS N OF A LINE
 BH2156'OF MARSH GRASS.
 BH2156'
 BH2156'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BH2156'CONCRETE.
 BH2156'
 BH2156'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN A 3-INCH IRON
 BH2156'PIPE WHICH IS EMBEDDED IN CONCRETE AND PROJECTS ABOUT 3 FEET
 BH2156'ABOVE GROUND, 10 YARDS SW OF THE POND, AND 12 YARDS S OF THE NORTHERN
 BH2156'MARSH GRASS LINE.
 BH2156'
 BH2156'REFERENCE MARK NO. 2 IS A STANDARD BRONZE DISK SET IN A 3-INCH IRON
 BH2156'PIPE WHICH IS EMBEDDED IN CONCRETE AND PROJECTS ABOUT 3 FEET
 BH2156'ABOVE GROUND, ABOUT 50 YARDS SE OF THE HIGH-WATER LINE OF THE SOUND
 BH2156'AND ABOUT 45 YARDS SW OF THE POND.
 BH2156
 BH2156                          STATION RECOVERY (1946)
 BH2156
 BH2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2156'STATION AND REFERENCE MARKS WERE RECOVERED IN GOOD CONDITION, EXCEPT
 BH2156'THE DISK IS GONE FROM REFERENCE MARK NO. 1 ALTHOUGH THE PIPE REMAINS.
 BH2156'DISTANCES WERE CHECKED AND FOUND CORRECT.  THE DESCRIPTION IS
 BH2156'ADEQUATE.
 BH2156
 BH2156                          STATION RECOVERY (1958)
 BH2156
 BH2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2156'STATION RECOVERED IN GOOD CONDITION.  RM 1 IS STILL IN PLACE BUT THE
 BH2156'DISK HAS BEEN REMOVED FROM THE PIPE.  RM 2 COULD NOT BE FOUND.
 BH2156'
 BH2156'THE DESCRIPTION IS ADEQUATE WITH THE FOLLOWING ADDITION.
 BH2156'
 BH2156'TO REACH FROM THE WATER TANK ON DAUPHIN ISLAND, GO WEST ON THE
 BH2156'BIENVILLE BLVD 5.3 MILES TO THE END OF THE ROAD, CONTINUE
 BH2156'WEST ALONG THE BEACH 7.75 MILES TO THE STATION.  DRIVING ALONG BEACH
 BH2156'IS BY 4 WHEEL DRIVE VEHICLES ONLY.
 BH2156
 BH2156                          STATION RECOVERY (1970)
 BH2156
 BH2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BH2156'THE STATION WAS VISITED 2/19/70 AND THE STATION MARK WAS FOUND IN
 BH2156'GOOD CONDITION.  THE DISK HAD BEEN REMOVED FROM THE PIPE AT
 BH2156'REFERENCE MARK NO. 1.  REFERENCE MARK NO. 2 HAD RUSTED OFF 2 FEET
 BH2156'BELOW THE LEVEL OF THE SAND AND THE DISK WAS RECOVERED.  A NEW DISK
 BH2156'WAS CEMENTED IN THE PIPE THAT HELD THE ORIGINAL REFERENCE MARK NO. 1
 BH2156'AND WAS STAMPED NO 1.  A REFERENCE MARK NO. 3 WAS ESTABLISHED.
 BH2156'THE BASE OF THE PIPE THAT HELD REFERENCE MARK NO 2 WAS MEASURED TO BY
 BH2156'ANGLE AND DISTANCE AS A CHECK.  A NEW DESCRIPTION FOLLOWS-
 BH2156'
 BH2156'THE STATION IS LOCATED ABOUT 12 MILES SOUTH-SOUTHWEST OF BAYOU LA
 BH2156'BATRE, 11 MILES WEST OF THE WATER TANK AND SMALL COMMUNITY OF
 BH2156'DAUPHIN ISLAND, 1/2 MILE EAST OF THE EXTREME WEST END OF THE ISLAND
 BH2156'AND NEAR THE NORTH SHORE OF DAUPHIN ISLAND.  IT IS 62 YARDS SOUTH
 BH2156'OF THE NORTH SHORELINE, ABOUT 0.15 MILE NORTH OF THE GULF SHORELINE,
 BH2156'3.5 FEET WEST OF A 2 BY 5 INCH PLANK PROJECTING 7 FEET AND 1 FOOT
 BH2156'EAST OF A WITNESS POST.  IT IS A C AND GS TRIANGULATION STATION DISK,
 BH2156'STAMPED DAUPHIN 1935, 6 INCHES BELOW THE GROUND SURFACE.
 BH2156'
 BH2156'REFERENCE MARK NO. 1 IS 75.92 FEET SOUTHEAST OF THE STATION.  IT IS
 BH2156'ABOUT 80 YARDS SOUTH OF THE NORTH SHORELINE, 1.5 FEET NORTHWEST
 BH2156'OF A WOOD POST PROJECTING 2 FEET AND 77 FEET SOUTHEAST OF THE WITNESS
 BH2156'POST.  IT IS A C AND GS REFERENCE MARK DISK, STAMPED DAUPHIN NO 1
 BH2156'1935 1970, CEMENTED IN THE TOP OF A 3 INCH IRON PIPE THAT PROJECTS
 BH2156'2.5 FEET AND IS SET IN A CONCRETE BASE.
 BH2156'
 BH2156'REFERENCE MARK NO. 3 IS 62.20 FEET SOUTHWEST OF THE STATION.  IT IS
 BH2156'ABOUT 80 YARDS SOUTH OF THE NORTH SHORELINE AND 1 FOOT NORTHWEST
 BH2156'OF A 4 BY 4 INCH WOOD POST PROJECTING 2 FEET.  IT IS A C AND GS
 BH2156'REFERENCE MARK DISK, STAMPED DAUPHIN 1935 NO 3 1970, CRIMPED TO
 BH2156'THE TOP OF A COPPER COATED STEEL ROD DRIVEN 15 FEET INTO THE SAND
 BH2156'AND PROJECTING 18 INCHES.  IT IS PROTECTED BY A 4 FOOT SECTION OF
 BH2156'ORANGEBURG PIPE THAT ALSO PROJECTS 18 INCHES.
 BH2156'
 BH2156'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 163 AND
 BH2156'BIENVILLE BOULEVARD AT THE SOUTH END OF THE DAUPHIN ISLAND
 BH2156'CAUSEWAY AND JUST NORTH OF THE DAUPHIN ISLAND WATER TANK, GO WEST ON
 BH2156'BIENVILLE BOULEVARD FOR 5.15 MILE TO THE END OF THE PAVEMENT.
 BH2156'BEAR LEFT AND DRIVE WEST ON THE GULF BEACH WITH 4-WHEEL DRIVE VEHICLE
 BH2156'FOR 3.2 MILES TO C AND GS TOPO STATION ISLE 1958 ON THE RIGHT,
 BH2156'CONTINUE WEST ALONG THE BEACH FOR 4.2 MILES. TURN RIGHT AND GO N FOR
 BH2156'0.15 MILE TO A POINT ABOUT 60 YARDS SOUTH OF THE NORTH SHORE OF
 BH2156'THE ISLAND AND THE STATION.
 BH2156'
 BH2156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 12 MILES SSW OF
 BH2156'BAYOU LA BATRE
 BH2156
 BH2156                          STATION RECOVERY (1976)
 BH2156
 BH2156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2156'STATION, REFERENCE MARKS 1 AND 3 WERE RECOVERED AND FOUND IN
 BH2156'GOOD CONDITION, STATION MARK WAS FOUND 1 INCH BELOW THE SURFACE
 BH2156'OF THE SAND, REFERENCE MARK NUMBER 1 IS STAMPED DAUPHIN NO 1 1935
 BH2156'1970 SET IN THE TOP OF A 3 INCH IRON PIPE, PROJECTING 3 FEET,
 BH2156'REFERENCE MARK NUMBER 3 IS STAMPED DAUPHIN NO 3 1935 1970 SET
 BH2156'INSIDE OF A 4 INCH PIPE WITH A ROD AND MARK CLAMPED TO ROAD
 BH2156'PROJECTING ABOUT 16 INCHES.
 BH2156'
 BH2156'STATION IS ABOUT 0.8 MILES EAST OF THE WEST END OF DAUPHIN ISLAND.
 BH2156'
 BH2156'THE STATION IS ON THE PROPERTY OF THE WEST SURF BEACH CORP., A
 BH2156'LAND DEVELOPER OF THE WEST END OF DAUPHIN ISLAND.
 BH2156'
 BH2156'STATION WAS REACHED BY BOAT.
 BH2156'
 BH2156'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2156'12 MILES W OF DAUPHIN.
 BH2156
 BH2156                          STATION RECOVERY (1981)
 BH2156
 BH2156'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 BH2156'THE STATION, DAUPHIN 1935, AND REFERENCE MARKS 1, 2, AND 3 WERE
 BH2156'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1970 RECOVERY NOTE.
 BH2156
 BH2156                          STATION RECOVERY (1987)
 BH2156
 BH2156'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1987 (WVH)
 BH2156'THE STATION WAS RECOVERED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2112 ***********************************************************************
 BH2112  DESIGNATION -  DAUPHIN IS BRIDGE N OBSTR LT
 BH2112  PID         -  BH2112
 BH2112  STATE/COUNTY-  AL/MOBILE
 BH2112  USGS QUAD   -  HERON BAY (1982)
 BH2112
 BH2112                         *CURRENT SURVEY CONTROL
 BH2112  ___________________________________________________________________
 BH2112* NAD 83(1992)-  30 17 21.89969(N)    088 07 43.46273(W)     ADJUSTED  
 BH2112* NAVD 88     -                                                        
 BH2112  ___________________________________________________________________
 BH2112  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BH2112  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BH2112
 BH2112  HORZ ORDER  -  THIRD
 BH2112
 BH2112.The horizontal coordinates were established by classical geodetic methods
 BH2112.and adjusted by the National Geodetic Survey in December 1992..
 BH2112
 BH2112
 BH2112.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2112
 BH2112.The geoid height was determined by GEOID03.
 BH2112
 BH2112;                    North         East     Units Scale Factor Converg.
 BH2112;SPC AL W     -    32,248.490   539,515.485   MT  0.99997845   -0 19 01.7
 BH2112;UTM  16      - 3,351,395.093   391,449.476   MT  0.99974537   -0 34 09.7
 BH2112
 BH2112                          SUPERSEDED SURVEY CONTROL
 BH2112
 BH2112  NAD 83(1986)-  30 17 21.92331(N)    088 07 43.46391(W) AD(       ) 4
 BH2112  NAD 27      -  30 17 21.20100(N)    088 07 43.45800(W) AD(       ) 3
 BH2112
 BH2112.Superseded values are not recommended for survey control.
 BH2112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2112.See file dsdata.txt to determine how the superseded data were derived.
 BH2112
 BH2112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9144951395(NAD 83)
 BH2112_MARKER: 14 = NAVIGATION LIGHT
 BH2112
 BH2112  HISTORY     - Date     Condition        Report By
 BH2112  HISTORY     - 1960     FIRST OBSERVED   CGS
 BH2112
 BH2112                          STATION DESCRIPTION
 BH2112
 BH2112'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BH2112'STATION IS A RED FLASHING LIGHT AT THE TOP AND CENTER OF THE NORTH
 BH2112'DRAWBRIDGE TOWER OF DAUPHIN ISLAND BRIDGE.  THE BRIDGE IS ABOUT
 BH2112'20 MILES SOUTH OF MOBILE, ON STATE HIGHWAY 163, AND CONNECTS THE
 BH2112'MAINLAND WITH DAUPHIN ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2113 ***********************************************************************
 BH2113  DESIGNATION -  DAUPHIN IS BRIDGE S OBSTR LT
 BH2113  PID         -  BH2113
 BH2113  STATE/COUNTY-  AL/MOBILE
 BH2113  USGS QUAD   -  HERON BAY (1982)
 BH2113
 BH2113                         *CURRENT SURVEY CONTROL
 BH2113  ___________________________________________________________________
 BH2113* NAD 83(1992)-  30 17 19.84058(N)    088 07 42.45930(W)     ADJUSTED  
 BH2113* NAVD 88     -                                                        
 BH2113  ___________________________________________________________________
 BH2113  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BH2113  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BH2113
 BH2113  HORZ ORDER  -  THIRD
 BH2113
 BH2113.The horizontal coordinates were established by classical geodetic methods
 BH2113.and adjusted by the National Geodetic Survey in December 1992..
 BH2113
 BH2113
 BH2113.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2113
 BH2113.The geoid height was determined by GEOID03.
 BH2113
 BH2113;                    North         East     Units Scale Factor Converg.
 BH2113;SPC AL W     -    32,184.936   539,541.949   MT  0.99997841   -0 19 01.1
 BH2113;UTM  16      - 3,351,331.438   391,475.653   MT  0.99974530   -0 34 09.1
 BH2113
 BH2113                          SUPERSEDED SURVEY CONTROL
 BH2113
 BH2113  NAD 83(1986)-  30 17 19.86381(N)    088 07 42.45949(W) AD(       ) 4
 BH2113  NAD 27      -  30 17 19.13300(N)    088 07 42.45000(W) AD(       ) 3
 BH2113
 BH2113.Superseded values are not recommended for survey control.
 BH2113.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2113.See file dsdata.txt to determine how the superseded data were derived.
 BH2113
 BH2113_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9147651331(NAD 83)
 BH2113_MARKER: 14 = NAVIGATION LIGHT
 BH2113
 BH2113  HISTORY     - Date     Condition        Report By
 BH2113  HISTORY     - 1960     FIRST OBSERVED   CGS
 BH2113
 BH2113                          STATION DESCRIPTION
 BH2113
 BH2113'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BH2113'STATION IS A RED FLASHING LIGHT AT THE TOP AND CENTER OF THE SOUTH
 BH2113'DRAWBRIDGE TOWER OF DAUPHIN ISLAND BRIDGE.  THE BRIDGE IS ABOUT
 BH2113'20 MILES SOUTH OF MOBILE, ON STATE HIGHWAY 163 AND CONNECTS THE
 BH2113'MAINLAND WITH DAUPHIN ISLAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2100 ***********************************************************************
 BH2100  DESIGNATION -  DAUPHIN IS SOU BELL MICROWAVE
 BH2100  PID         -  BH2100
 BH2100  STATE/COUNTY-  AL/MOBILE
 BH2100  USGS QUAD   -  LITTLE DAUPHIN ISLAND (1982)
 BH2100
 BH2100                         *CURRENT SURVEY CONTROL
 BH2100  ___________________________________________________________________
 BH2100* NAD 83(1992)-  30 15 09.24499(N)    088 05 08.88317(W)     ADJUSTED  
 BH2100* NAVD 88     -                                                        
 BH2100  ___________________________________________________________________
 BH2100  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BH2100  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BH2100
 BH2100  HORZ ORDER  -  THIRD
 BH2100
 BH2100.The horizontal coordinates were established by classical geodetic methods
 BH2100.and adjusted by the National Geodetic Survey in December 1992..
 BH2100
 BH2100
 BH2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2100
 BH2100.The geoid height was determined by GEOID03.
 BH2100
 BH2100;                    North         East     Units Scale Factor Converg.
 BH2100;SPC AL W     -    28,141.656   543,625.199   MT  0.99997253   -0 17 42.5
 BH2100;UTM  16      - 3,347,271.188   395,540.117   MT  0.99973462   -0 32 49.5
 BH2100
 BH2100                          SUPERSEDED SURVEY CONTROL
 BH2100
 BH2100  NAD 83(1986)-  30 15 09.26927(N)    088 05 08.88236(W) AD(       ) 4
 BH2100  NAD 27      -  30 15 08.53700(N)    088 05 08.87400(W) AD(       ) 3
 BH2100
 BH2100.Superseded values are not recommended for survey control.
 BH2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2100.See file dsdata.txt to determine how the superseded data were derived.
 BH2100
 BH2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9554047271(NAD 83)
 BH2100_MARKER: 44 = MICROWAVE MAST
 BH2100
 BH2100  HISTORY     - Date     Condition        Report By
 BH2100  HISTORY     - 1960     FIRST OBSERVED   CGS
 BH2100
 BH2100                          STATION DESCRIPTION
 BH2100
 BH2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BH2100'STATION IS LOCATED ABOUT 1/2 MILE EAST OF THE T INTERSECTION WHICH IS
 BH2100'THE SOUTH END OF STATE HWG. 163 AT THE ENTRANCE TO DAUPHIN ISLAND AND
 BH2100'ABOUT 0.7 MILE WEST OF DAUPHIN ISLAND U.S. AIR FORCE STATION BESIDE A
 BH2100'SMALL CONCRETE BUILDING.  THE MAST IS OF STEEL FRAMEWORK
 BH2100'CONSTRUCTION ABOUT 70 FEET IN HEIGHT, GREY IN COLOR AND SUPPORTED BY
 BH2100'4 LEGS WITH A MICRO WAVE REFLECTOR NEAR THE TOP OF MAST.
 BH2100'
 BH2100'POINT OF INTERSECTION WAS THE CENTER OF THE TOP OF MAST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2084 ***********************************************************************
 BH2084  DESIGNATION -  DAUPHIN IS TANK
 BH2084  PID         -  BH2084
 BH2084  STATE/COUNTY-  AL/MOBILE
 BH2084  USGS QUAD   -  LITTLE DAUPHIN ISLAND (1982)
 BH2084
 BH2084                         *CURRENT SURVEY CONTROL
 BH2084  ___________________________________________________________________
 BH2084* NAD 83(1992)-  30 15 12.66111(N)    088 06 44.93744(W)     ADJUSTED  
 BH2084* NAVD 88     -                                                        
 BH2084  ___________________________________________________________________
 BH2084  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BH2084  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH2084
 BH2084  HORZ ORDER  -  THIRD
 BH2084
 BH2084.The horizontal coordinates were established by classical geodetic methods
 BH2084.and adjusted by the National Geodetic Survey in December 1992..
 BH2084
 BH2084
 BH2084.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2084
 BH2084.The geoid height was determined by GEOID03.
 BH2084
 BH2084;                    North         East     Units Scale Factor Converg.
 BH2084;SPC AL W     -    28,260.374   541,057.989   MT  0.99997618   -0 18 30.9
 BH2084;UTM  16      - 3,347,401.164   392,974.061   MT  0.99974131   -0 33 38.0
 BH2084
 BH2084                          SUPERSEDED SURVEY CONTROL
 BH2084
 BH2084  NAD 83(1986)-  30 15 12.68521(N)    088 06 44.92328(W) AD(       ) 4
 BH2084  NAD 27      -  30 15 11.95900(N)    088 06 44.90100(W) AD(       ) 3
 BH2084
 BH2084.Superseded values are not recommended for survey control.
 BH2084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2084.See file dsdata.txt to determine how the superseded data were derived.
 BH2084
 BH2084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9297447401(NAD 83)
 BH2084_MARKER: 51 = TANK
 BH2084_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2084_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2084+SATELLITE: SATELLITE OBSERVATIONS - March 05, 2005
 BH2084
 BH2084  HISTORY     - Date     Condition        Report By
 BH2084  HISTORY     - 1956     FIRST OBSERVED   CGS
 BH2084  HISTORY     - 1958     GOOD             CGS
 BH2084  HISTORY     - 1960     GOOD             CGS
 BH2084  HISTORY     - 1981     GOOD             NOS
 BH2084  HISTORY     - 1984     GOOD             NOS
 BH2084  HISTORY     - 1989     GOOD             USPSQD
 BH2084  HISTORY     - 1990     GOOD             USPSQD
 BH2084  HISTORY     - 19971223 GOOD             USPSQD
 BH2084  HISTORY     - 20050305 GOOD             USPSQD
 BH2084
 BH2084                          STATION DESCRIPTION
 BH2084
 BH2084'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (HCA)
 BH2084'A SPHERICAL, METAL WATER TANK 131 FEET HIGH, ATOP A TAPERING
 BH2084'STANDPIPE LIKE STRUCTURE.  LOCATED APPROXIMATELY 300 FEET SOUTH OF
 BH2084'THE INTERSECTION OF LEMOYNE DR. AND BIENVILLE BLVD. ON DAUPHIN
 BH2084'ISLAND.  THE ONLY TANK OF ANY CONSEQUENCE ON DAUPHIN ISLAND.
 BH2084
 BH2084                          STATION RECOVERY (1958)
 BH2084
 BH2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2084'TANK IS LOCATED ON DAUPHINE ISLAND ABOUT 250 FT S OF THE CENTER LINE
 BH2084'OF BIENVILLE BLVD AT ITS INTERSECTION WITH LA MOYNE BLVD.
 BH2084'
 BH2084'STATION IS THE FINIAL OF THE SPERICAL TANK 120 FEET IN HEIGHT.
 BH2084
 BH2084                          STATION RECOVERY (1960)
 BH2084
 BH2084'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BH2084'STATION IS LOCATED NEAR THE ENTRANCE TO DAUPHIN ISLAND, ABOUT 150
 BH2084'FEET SOUTH OF A T-INTERSECTION WHICH IS THE SOUTH END OF STATE
 BH2084'HIGHWAY 163.  THE SPHERICAL, ELEVATED AND SILVER COLORED TANK IS
 BH2084'ABOUT 120 FEET HIGH AND IS SUPPORTED BY ONE LARGE PEDESTAL.  THE
 BH2084'RED LIGHT AT THE TOP AND CENTER OF THE TANK WAS THE POINT
 BH2084'INTERSECTED.
 BH2084
 BH2084                          STATION RECOVERY (1981)
 BH2084
 BH2084'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 BH2084'THE STATION, DAUPHIN IS TANK, WAS RECOVERED IN GOOD CONDITION.
 BH2084
 BH2084                          STATION RECOVERY (1984)
 BH2084
 BH2084'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BH2084'THE STATION WAS RECOVERED AT THIS DATE.
 BH2084'STATION WAS RECOVERED AS DESCRIBED IN GOOD CONDITION.
 BH2084'
 BH2084'RECOVERED IN 1984 AND 1986 BY MIKE JOHNSON.
 BH2084
 BH2084                          STATION RECOVERY (1989)
 BH2084
 BH2084'RECOVERY NOTE BY US POWER SQUADRON 1989 (HL)
 BH2084'RECOVERED IN GOOD CONDITION.
 BH2084
 BH2084                          STATION RECOVERY (1990)
 BH2084
 BH2084'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAR)
 BH2084'RECOVERED IN GOOD CONDITION.
 BH2084
 BH2084                          STATION RECOVERY (1997)
 BH2084
 BH2084'RECOVERY NOTE BY US POWER SQUADRON 1997
 BH2084'RECOVERED IN GOOD CONDITION.
 BH2084
 BH2084                          STATION RECOVERY (2005)
 BH2084
 BH2084'RECOVERY NOTE BY US POWER SQUADRON 2005 (RW)
 BH2084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2137 ***********************************************************************
 BH2137  DESIGNATION -  DAUPHIN IS USAF E RADAR DOME
 BH2137  PID         -  BH2137
 BH2137  STATE/COUNTY-  AL/MOBILE
 BH2137  USGS QUAD   -  FORT MORGAN (1982)
 BH2137
 BH2137                         *CURRENT SURVEY CONTROL
 BH2137  ___________________________________________________________________
 BH2137* NAD 83(1992)-  30 15 00.34309(N)    088 04 42.27466(W)     ADJUSTED  
 BH2137* NAVD 88     -                                                        
 BH2137  ___________________________________________________________________
 BH2137  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BH2137  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH2137
 BH2137  HORZ ORDER  -  THIRD
 BH2137
 BH2137.The horizontal coordinates were established by classical geodetic methods
 BH2137.and adjusted by the National Geodetic Survey in December 1992..
 BH2137
 BH2137
 BH2137.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2137
 BH2137.The geoid height was determined by GEOID03.
 BH2137
 BH2137;                    North         East     Units Scale Factor Converg.
 BH2137;SPC AL W     -    27,863.905   544,335.117   MT  0.99997155   -0 17 29.0
 BH2137;UTM  16      - 3,346,990.386   396,248.638   MT  0.99973280   -0 32 36.0
 BH2137
 BH2137                          SUPERSEDED SURVEY CONTROL
 BH2137
 BH2137  NAD 83(1986)-  30 15 00.36806(N)    088 04 42.27375(W) AD(       ) 4
 BH2137  NAD 27      -  30 14 59.63500(N)    088 04 42.26600(W) AD(       ) 3
 BH2137
 BH2137.Superseded values are not recommended for survey control.
 BH2137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2137.See file dsdata.txt to determine how the superseded data were derived.
 BH2137
 BH2137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9624946990(NAD 83)
 BH2137_MARKER: 87 = DOME
 BH2137
 BH2137  HISTORY     - Date     Condition        Report By
 BH2137  HISTORY     - 1960     FIRST OBSERVED   CGS
 BH2137  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BH2137  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BH2137
 BH2137                          STATION DESCRIPTION
 BH2137
 BH2137'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BH2137'STATION IS LOCATED ON THE EAST END OF DAUPHIN ISLAND.  POINT OF
 BH2137'INTERSECTION IS CENTER OF THE TOP OF LARGE WHITE DOME.  THE DOME IS
 BH2137'ABOUT 70 FEET IN HEIGHT AND 50 FEET IN DIAMETER.
 BH2137
 BH2137                          STATION RECOVERY (1989)
 BH2137
 BH2137'RECOVERY NOTE BY US POWER SQUADRON 1989 (HL)
 BH2137'MARK NOT FOUND.
 BH2137
 BH2137                          STATION RECOVERY (1990)
 BH2137
 BH2137'RECOVERY NOTE BY US POWER SQUADRON 1990 (BAR)
 BH2137'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2138 ***********************************************************************
 BH2138  DESIGNATION -  DAUPHIN IS USAF W RADAR DOME
 BH2138  PID         -  BH2138
 BH2138  STATE/COUNTY-  AL/MOBILE
 BH2138  USGS QUAD   -  FORT MORGAN (1982)
 BH2138
 BH2138                         *CURRENT SURVEY CONTROL
 BH2138  ___________________________________________________________________
 BH2138* NAD 83(1992)-  30 15 00.32600(N)    088 04 43.02717(W)     ADJUSTED  
 BH2138* NAVD 88     -                                                        
 BH2138  ___________________________________________________________________
 BH2138  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BH2138  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BH2138
 BH2138  HORZ ORDER  -  THIRD
 BH2138
 BH2138.The horizontal coordinates were established by classical geodetic methods
 BH2138.and adjusted by the National Geodetic Survey in December 1992..
 BH2138
 BH2138
 BH2138.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2138
 BH2138.The geoid height was determined by GEOID03.
 BH2138
 BH2138;                    North         East     Units Scale Factor Converg.
 BH2138;SPC AL W     -    27,863.481   544,314.998   MT  0.99997157   -0 17 29.4
 BH2138;UTM  16      - 3,346,990.050   396,228.522   MT  0.99973285   -0 32 36.3
 BH2138
 BH2138                          SUPERSEDED SURVEY CONTROL
 BH2138
 BH2138  NAD 83(1986)-  30 15 00.35148(N)    088 04 43.03144(W) AD(       ) 4
 BH2138  NAD 27      -  30 14 59.61800(N)    088 04 43.02600(W) AD(       ) 3
 BH2138
 BH2138.Superseded values are not recommended for survey control.
 BH2138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2138.See file dsdata.txt to determine how the superseded data were derived.
 BH2138
 BH2138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9622946990(NAD 83)
 BH2138_MARKER: 87 = DOME
 BH2138
 BH2138  HISTORY     - Date     Condition        Report By
 BH2138  HISTORY     - 1960     FIRST OBSERVED   CGS
 BH2138  HISTORY     - 1989     MARK NOT FOUND   USPSQD
 BH2138  HISTORY     - 1990     MARK NOT FOUND   USPSQD
 BH2138
 BH2138                          STATION DESCRIPTION
 BH2138
 BH2138'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2145 ***********************************************************************
 BH2145  DESIGNATION -  DAUPHIN ISLAND EAST BASE
 BH2145  PID         -  BH2145
 BH2145  STATE/COUNTY-  AL/MOBILE
 BH2145  USGS QUAD   -  FORT MORGAN NW (1982)
 BH2145
 BH2145                         *CURRENT SURVEY CONTROL
 BH2145  ___________________________________________________________________
 BH2145* NAD 83(1992)-  30 14 56.86606(N)    088 08 14.75583(W)     ADJUSTED  
 BH2145* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 BH2145  ___________________________________________________________________
 BH2145  LAPLACE CORR-           0.42  (seconds)                    DEFLEC99
 BH2145  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BH2145
 BH2145  HORZ ORDER  -  FIRST
 BH2145
 BH2145.The horizontal coordinates were established by classical geodetic methods
 BH2145.and adjusted by the National Geodetic Survey in December 1992..
 BH2145
 BH2145.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2145.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2145
 BH2145.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2145
 BH2145.The geoid height was determined by GEOID03.
 BH2145
 BH2145;                    North         East     Units Scale Factor Converg.
 BH2145;SPC AL W     -    27,787.202   538,654.205   MT  0.99997974   -0 19 16.0
 BH2145;UTM  16      - 3,346,938.675   390,568.781   MT  0.99974774   -0 34 23.0
 BH2145
 BH2145!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2145!SPC AL W     -   1.00000421  x   0.99997974  =   0.99998395
 BH2145!UTM  16      -   1.00000421  x   0.99974774  =   0.99975194
 BH2145
 BH2145:                Primary Azimuth Mark                     Grid Az
 BH2145:SPC AL W     -  CEDAR                                    008 29 29.3
 BH2145:UTM  16      -  CEDAR                                    008 44 36.3
 BH2145
 BH2145|---------------------------------------------------------------------|
 BH2145| PID    Reference Object                     Distance      Geod. Az  |
 BH2145|                                                           dddmmss.s |
 BH2145| BH2092 CEDAR                               APPROX.10.9 KM 0081013.3 |
 BH2145| BH2093 PINE                                APPROX. 4.0 KM 0571006.0 |
 BH2145| BH2119 PEAR                                APPROX. 7.1 KM 3595529.8 |
 BH2145|---------------------------------------------------------------------|
 BH2145
 BH2145                          SUPERSEDED SURVEY CONTROL
 BH2145
 BH2145  NAD 83(1986)-  30 14 56.89027(N)    088 08 14.75549(W) AD(       ) 1
 BH2145  NAD 27      -  30 14 56.15800(N)    088 08 14.75700(W) AD(       ) 1
 BH2145  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 BH2145
 BH2145.Superseded values are not recommended for survey control.
 BH2145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2145.See file dsdata.txt to determine how the superseded data were derived.
 BH2145
 BH2145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9056946939(NAD 83)
 BH2145_MARKER: B = BOLT
 BH2145_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH2145_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BH2145
 BH2145  HISTORY     - Date     Condition        Report By
 BH2145  HISTORY     - 1846     MONUMENTED       CGS
 BH2145  HISTORY     - 1911     GOOD             CGS
 BH2145  HISTORY     - 1917     SEE DESCRIPTION  CGS
 BH2145  HISTORY     - 1950     POOR             USE
 BH2145  HISTORY     - 1956     MARK NOT FOUND   CGS
 BH2145  HISTORY     - 1958     MARK NOT FOUND   CGS
 BH2145  HISTORY     - 1970     POOR             NGS
 BH2145
 BH2145                          STATION DESCRIPTION
 BH2145
 BH2145'DESCRIBED BY COAST AND GEODETIC SURVEY 1911
 BH2145'ON DAUPHIN ISLAND, AT THE ENTRANCE OF MOBILE BAY, ABOUT 7 MILES FROM
 BH2145'THE W END OF THE ISLAND AND 3-1/2 MILES FROM THE E END, NEAR THE
 BH2145'WESTERN EDGE OF THE PINE WOODS WHICH COVER THE EASTERN END OF THE
 BH2145'ISLAND.  THE STATION IS MARKED AS FOLLOWS- IN A BED OF CEMENT
 BH2145'5-1/2 FEET SQUARE, EXTENDING 6 FEET BELOW THE SURFACE, ARE 2 PIECES
 BH2145'OF DRAIN TILE 2 FEET LONG AND 4 INCHES IN DIAMETER, EACH PLACED
 BH2145'WITH ITS AXIS VERTICAL, ONE ABOVE THE OTHER, THE LOWER EXTENDING 7
 BH2145'INCHES BELOW THE BOTTOM OF THE CEMENT.  A PINE POLE 6 FEET LONG
 BH2145'AND 2 INCHES IN DIAMETER IS PUT DOWN THROUGH THE PIPES UNTIL ITS
 BH2145'TOP IS 16 INCHES BELOW THE TOP OF THE UPPER TILE.  ABOVE THIS POLE IN
 BH2145'THE UPPER PIPE ARE PLACED VERTICALLY, ONE ABOVE THE OTHER, 2
 BH2145'COPPER BOLTS, EACH 8 INCHES LONG AND 3-1/4 INCHES IN DIAMETER, A
 BH2145'CROSS ON EACH BOLT MARKING THE STATION, THE UPPER MARK BEING 3
 BH2145'FEET BELOW THE SURFACE.  THE BOLTS ARE HELD IN PLACE BY CEMENT, WITH
 BH2145'WHICH THE REMAINING SPACE OF THE PIPES IS FILLED.  ABOVE THE TOP OF
 BH2145'THE UPPER PIPE A CAVITY 1 FOOT SQUARE AND 6 INCHES DEEP IS LEFT IN
 BH2145'THE CEMENT.  OVER THIS CAVITY, STILL EMBEDDED IN CEMENT, THE FOUR
 BH2145'ORIGINAL GRANITE BLOCKS OF THE BASE OF THE MONUMENT OF 1847 ARE
 BH2145'BUILT, AS ORIGINALLY, IN 2 COURSES, THE TOP OF THE UPPER COURSE
 BH2145'PROJECTING 2 INCHES ABOVE THE SURFACE.  A COPPER BOLT IN THE
 BH2145'TOP OF ONE OF THE BLOCKS OF THE UPPER COURSE IS DIRECTLY OVER THE
 BH2145'CROSS ON THE BOLT IN THE PIPE AND MARKS THE STATION.  THE ORIGINAL
 BH2145'GRANITE SHAFT IS PLACED ON THIS FOUNDATION AND CEMENTED DOWN OVER THE
 BH2145'COPPER BOLT, ITS APEX AGAIN MARKING THE STATION.  ON THE N, E, S,
 BH2145'AND W FACES OF THE SHAFT ARE INSCRIBED, RESPECTIVELY-
 BH2145'
 BH2145'A.D. BACHE, SUPERINTENDENT, U.S. COAST SURVEY, 1847, BASE NO. 5.
 BH2145'
 BH2145'THE STATION IS WITNESSED BY 2 MARKS IN THE SAME VERTICAL LINE, ONE ON
 BH2145'THE SURFACE AND ONE UNDERGROUND, IN PROLONGATION OF THE BASE LINE,
 BH2145'144.1025 METERS E OF THE EXTREMITY AND JUST IN THE EDGE OF THE PINE
 BH2145'WOODS.  THE UNDERGROUND MARK IS A CROSS IN AN IRON BOLT IN THE TOP
 BH2145'OF A TILE PIPE 2 FEET LONG EMBEDDED VERTICALLY IN A MASS OF CEMENT 2
 BH2145'FEET IN DIAMETER, THE TOP OF THE PIPE BEING 3 FEET BELOW THE
 BH2145'SURFACE.  ABOVE THIS PIPE IS PLACED A GRANITE BLOCK 1-FOOT SQUARE
 BH2145'AND 2-1/2 FEET LONG, THE TOP OF THE BLOCK BEING FLUSH WITH THE
 BH2145'SURFACE AND CONTAINING A COPPER BOLT AS THE SURFACE MARK. IN 1911,
 BH2145'THE LETTERED SHAFT HAD EITHER BEEN TAKEN OFF OR WASHED AWAY, AND THE
 BH2145'SURFACE REFERENCE MARK WAS COVERED WITH ABOUT 2 FEET OF SAND.
 BH2145
 BH2145                          STATION RECOVERY (1917)
 BH2145
 BH2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (FBS)
 BH2145'EAST BASE WAS FOUND ABOUT 100 METERS FROM THE PRESENT HIGH-WATER MARK
 BH2145'IN A WESTERLY DIRECTION FROM THE EDGE OF THE FORMER PINE WOODS.
 BH2145'THESE TREES ARE AT PRESENT ALL DEAD AND DESTROYED BY STORMS.
 BH2145'
 BH2145'THE 5 1/2-FOOT SQUARE CONCRETE BLOCK IS SURROUNDED BY 2 OR 3 FEET OF
 BH2145'WATER AT HIGH TIDE BUT IS STILL EMBEDDED 2 FEET IN THE SAND AND
 BH2145'APPARENTLY IN ITS FORMER POSITION.  THE GRANITE SHAFT MENTIONED IN
 BH2145'THE DESCRIPTION WAS FOUND ON THE BEACH EVIDENTLY WASHED FROM THE
 BH2145'BASE IN A STORM.  THE COPPER BOLT WAS FOUND IN PLACE IN THE BASE AND
 BH2145'USED AS THE STATION IN THE WORK OF 1917.
 BH2145'
 BH2145'THIS BASE IS GRADUALLY BEING WASHED AWAY AND DOUBTLESS WILL BE LOST
 BH2145'IN A FEW YEARS.
 BH2145'
 BH2145'THE REFERENCE MARK MENTIONED IN THE DESCRIPTION WAS NOT RECOVERED AS
 BH2145'IT IS COVERED BY SAND.
 BH2145
 BH2145                          STATION RECOVERY (1950)
 BH2145
 BH2145'RECOVERY NOTE BY US ENGINEERS 1950 (GBW)
 BH2145'LETTER OF MR. G.B. WESTON, CHIEF, ENGINEERING DIVISION, OFFICE OF THE
 BH2145'DISTRICT ENGINEER, MOBILE DISTRICT, MOBILE, ALA., DATED SEPTEMBER
 BH2145'18, 1950-
 BH2145'
 BH2145'THE STATION HAS BEEN DISTURBED BY EROSION CAUSED BY WAVE ACTION.  IT
 BH2145'BEARS THE INSCRIPTION A.D. BACHE SUPTD-BASE ETC.  THE REMAINDER OF
 BH2145'THE INSCRIPTION WAS UNDER WATER.
 BH2145'
 BH2145'THE REFERENCE MARK WAS RECOVERED APPARENTLY UNDISTURBED.  THE MARK IS
 BH2145'A 12-IN. GRANITE POST WITH A COPPER BOLT IN THE TOP.  THE TOP OF
 BH2145'THE POST IS ABOUT 4 IN. ABOVE THE GROUND SURFACE WHICH IS BLACK LOAMY
 BH2145'SAND, AND IS ABOUT 25 FT. FROM THE WATERS EDGE.  A PIECE OF 3-IN.
 BH2145'COPPER TUBING, ABOUT 4 FT. LONG, WAS DRIVEN INTO THE SAND ABOUT 1 FT.
 BH2145'E OF THE E EDGE OF THE GRANITE STONE, AND IT PROJECTS 20 IN. ABOVE
 BH2145'THE PRESENT GROUND LEVEL.
 BH2145
 BH2145                          STATION RECOVERY (1956)
 BH2145
 BH2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 BH2145'THE STATION WAS NOT RECOVERED AFTER A THOROUGH SEARCH OF THE AREA.
 BH2145'THE AREA HAS BEEN LEVELED BY BULLDOZER DURING DEVELOPEMENT OF
 BH2145'THE ISLAND.  THE OPERATOR OF THE BULLDOZER WAS CONTACTED AND HE
 BH2145'STATED THAT HE DID NOT SEE ANY EVIDENCE OF THE STATION DURING THE
 BH2145'OPERATION.  SINCE THIS OPERATION APPROXIMATELY THREE FEET OF SAND HAS
 BH2145'BEEN PUMPED OVER THE AREA.
 BH2145'
 BH2145'IT IS BELEIVED THAT THE STATION HAS BEEN DESTROYED BY EROSION.
 BH2145
 BH2145                          STATION RECOVERY (1958)
 BH2145
 BH2145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2145'STATION NOT RECOVERED.  A SEARCH OF ONE HOUR WAS MADE WITHOUT
 BH2145'SUCCESS.  STATION IS BELIEVED TO HAVE BEEN DESTROYED BY EROSION.
 BH2145
 BH2145                          STATION RECOVERY (1970)
 BH2145
 BH2145'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BH2145'THE STATION SITE WAS VISITED 4/7/70 AND THE LOWER COURSE OF GRANITE
 BH2145'BLOCKS, STILL ATTACHED TO THE CONCRETE BASE OF THE MONUMENT, WAS
 BH2145'FOUND TILTED ABOUT 70 DEG TO THE NORTHWEST.  IT IS 20 FEET OFF THE
 BH2145'SOUTH SHORE OF THE ISLAND, IN THE GULF, AND IN ABOUT 1-1/2 FEET OF
 BH2145'WATER AT LOW TIDE.  ITS LOCATION WAS DETERMINED FROM TRIANGULATION
 BH2145'STATION HERON 1935 WHICH IS NEARBY.  THE AREA AROUND THE MONUMENT
 BH2145'WAS PARTLY DUG OUT AND AN INVESTIGATION MADE WITH A FACE MASK
 BH2145'UNDERWATER, BUT NO SIGN OF THE COPPER BOLT MARKING THE CENTER COULD
 BH2145'BE FOUND OR EVIDENCE OF THE 4 INCH TILE RECOVERED.  THE POSITION IS
 BH2145'EVIDENTLY LOST AND THE STATION SHOULD BE CLASSIFIED AS DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2148 ***********************************************************************
 BH2148  DESIGNATION -  DAUPHIN ISLAND WEST BASE
 BH2148  PID         -  BH2148
 BH2148  STATE/COUNTY-  AL/MOBILE
 BH2148  USGS QUAD   -  FORT MORGAN NW (1982)
 BH2148
 BH2148                         *CURRENT SURVEY CONTROL
 BH2148  ___________________________________________________________________
 BH2148* NAD 83(1992)-  30 14 21.97789(N)    088 14 51.51238(W)     ADJUSTED  
 BH2148* NAVD 88     -         1.0    (meters)       3.     (feet)  VERTCON   
 BH2148  ___________________________________________________________________
 BH2148  LAPLACE CORR-           0.32  (seconds)                    DEFLEC99
 BH2148  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH2148
 BH2148  HORZ ORDER  -  FIRST
 BH2148
 BH2148.The horizontal coordinates were established by classical geodetic methods
 BH2148.and adjusted by the National Geodetic Survey in May 1994..
 BH2148
 BH2148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2148
 BH2148.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2148
 BH2148.The geoid height was determined by GEOID03.
 BH2148
 BH2148;                    North         East     Units Scale Factor Converg.
 BH2148;SPC AL W     -    26,777.488   528,040.359   MT  0.99999719   -0 22 35.5
 BH2148;UTM  16      - 3,345,975.850   379,952.995   MT  0.99977779   -0 37 42.3
 BH2148
 BH2148!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2148!SPC AL W     -   1.00000421  x   0.99999719  =   1.00000140
 BH2148!UTM  16      -   1.00000421  x   0.99977779  =   0.99978199
 BH2148
 BH2148:                Primary Azimuth Mark                     Grid Az
 BH2148:SPC AL W     -  CODEN                                    002 47 52.9
 BH2148:UTM  16      -  CODEN                                    003 02 59.7
 BH2148
 BH2148|---------------------------------------------------------------------|
 BH2148| PID    Reference Object                     Distance      Geod. Az  |
 BH2148|                                                           dddmmss.s |
 BH2148| BH0275 CODEN                               APPROX.16.0 KM 0022517.4 |
 BH2148| DD7808 DAUPHIN ISLAND W BASE RM 1 RESET     23.079 METERS 03349     |
 BH2148| DD7809 DAUPHIN ISLAND W BASE RM 2           23.094 METERS 12103     |
 BH2148| DD7810 DAUPHIN ISLAND W BASE RM 3           21.028 METERS 35130     |
 BH2148|---------------------------------------------------------------------|
 BH2148
 BH2148                          SUPERSEDED SURVEY CONTROL
 BH2148
 BH2148  NAD 83(1992)-  30 14 21.97867(N)    088 14 51.51324(W) AD(       ) 1
 BH2148  NAD 83(1986)-  30 14 22.00217(N)    088 14 51.51221(W) AD(       ) 1
 BH2148  NAD 27      -  30 14 21.27000(N)    088 14 51.50300(W) AD(       ) 1
 BH2148  NGVD 29 (07/19/86)    1.0    (m)            3.     (f) VERT ANG       
 BH2148
 BH2148.Superseded values are not recommended for survey control.
 BH2148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2148.See file dsdata.txt to determine how the superseded data were derived.
 BH2148
 BH2148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7995345976(NAD 83)
 BH2148_MARKER: B = BOLT
 BH2148_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH2148_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BH2148_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2148
 BH2148  HISTORY     - Date     Condition        Report By
 BH2148  HISTORY     - 1846     MONUMENTED       CGS
 BH2148  HISTORY     - 1910     GOOD             CGS
 BH2148  HISTORY     - 1917     GOOD             CGS
 BH2148  HISTORY     - 1935     GOOD             CGS
 BH2148  HISTORY     - 1946     GOOD             CGS
 BH2148  HISTORY     - 1958     GOOD             CGS
 BH2148  HISTORY     - 1970     GOOD             NGS
 BH2148  HISTORY     - 1976     GOOD             NGS
 BH2148  HISTORY     - 1981     GOOD             NOS
 BH2148
 BH2148                          STATION DESCRIPTION
 BH2148
 BH2148'DESCRIBED BY COAST AND GEODETIC SURVEY 1910
 BH2148'STATION IS ON THE WESTERN END OF DAUPHIN ISLAND, ABOUT 2-1/2 MILES
 BH2148'FROM THE EXTREMITY OF THE ISLAND.  THE STATION IS MARKED THE SAME
 BH2148'AS DAUPHIN ISLAND E BASE, WHICH APPEARS FURTHER ON IN THIS ARC,
 BH2148'EXCEPT THAT THE CEMENT AT THIS STATION IS 6 FEET SQUARE AND 5 FEET
 BH2148'DEEP AND ONLY ONE PIECE OF TILE PIPE WAS PUT IN.
 BH2148
 BH2148                          STATION RECOVERY (1917)
 BH2148
 BH2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1917 (FBS)
 BH2148'STATION RECOVERED AS DESCRIBED.  STATION IS IN MARSHY LAND ABOUT
 BH2148'2-1/2 MILES FROM WESTERLY EXTREMITY OF ISLAND AND IS ABOUT 75
 BH2148'METERS FROM NORTHERLY SHORE OF ISLAND.
 BH2148
 BH2148                          STATION RECOVERY (1935)
 BH2148
 BH2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2148'STATION IS ON DAUPHIN ISLAND, ABOUT 3 MILES FROM THE WESTERN
 BH2148'EXTREMITY OF THE ISLAND, AND ABOUT 200 METERS FROM THE N SHORE.
 BH2148'THE STATION MARK IS THE APEX OF A GRANITE SHAFT ABOUT 3 FEET HIGH AND
 BH2148'1 FOOT SQUARE WITH A PYRAMIDAL TOP.  THIS SHAFT IS BOLTED DOWN ON
 BH2148'TOP OF A MASS OF CONCRETE 6 FEET SQUARE AND 5 FEET DEEP, THE TOP OF
 BH2148'WHICH IS FLUSH WITH THE GROUND.  A MORE DETAILED DESCRIPTION OF
 BH2148'THE MARK MAY BE FOUND FURTHER ON IN THIS ARC, BEING SIMILAR TO MARK
 BH2148'OF STATION DAUPHIN ISLAND EAST BASE.
 BH2148'*
 BH2148'TWO NEW REFERENCE MARKS,
 BH2148'WHICH ARE STANDARD DISKS SET IN CONCRETE, IN 3-INCH IRON PIPE 7 FEET
 BH2148'LONG, 4 FEET IN THE GROUND IN A BLOCK OF CONCRETE AND PROJECTING 3
 BH2148'FEET WERE SET.
 BH2148'
 BH2148'REFERENCE MARK NO. 1 IS NE OF THE STATION IN THE MARSH.
 BH2148'
 BH2148'REFERENCE MARK NO. 2 IS SE OF THE STATION IN THE MARSH.
 BH2148
 BH2148                          STATION RECOVERY (1946)
 BH2148
 BH2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BH2148'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED, IN GOOD
 BH2148'CONDITION.  DISTANCES TO REFERENCE MARKS WERE CHECKED AND FOUND
 BH2148'CORRECT.
 BH2148
 BH2148                          STATION RECOVERY (1958)
 BH2148
 BH2148'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2148'STATION WAS FOUND WITH THE GRANITE SHAFT BROKEN OFF.  THE COPPER BOLT
 BH2148'WAS RECOVERED IN THE CENTER OF THE CONCRETE FOUNDATION AND WAS
 BH2148'USED FOR THE STATION MARK.  THE REFERENCE MARKS WERE RECOVERED IN
 BH2148'GOOD CONDITION.  REVISED DESCRIPTION FOR REACHING THE
 BH2148'STATION FOLLOWS.  TO REACH FROM THE DAUPHIN ISLAND WATER TANK, GO
 BH2148'WEST ON BIENVILLE BLVD 5.3 MILES TO END OF ROAD, CONTINUE STRAIGHT
 BH2148'AHEAD ALONG BEACH 4.2 MILES TURN RIGHT OFF BEACH 0.1 MILE TO STATION.
 BH2148'DRIVING ALONG BEACH IS WITH 4 WHEEL DRIVE VEHICLES ONLY.
 BH2148'
 BH2148'THE REMAINDER OF THE 1935 RECOVERY NOTE IS GOOD.
 BH2148
 BH2148                          STATION RECOVERY (1970)
 BH2148
 BH2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BH2148'THE STATION WAS VISITED 2/19/70 AND THE STATION MARK AND REFERENCE
 BH2148'MARK NO. 2 WERE FOUND IN GOOD CONDITION, AS DESCRIBED IN 1958.
 BH2148'REFERENCE MARK NO. 1 HAD RUSTED OFF AT THE GROUND LEVEL AND THE DISK
 BH2148'WAS RECLAIMED.  A 4 FOOT LENGTH OF COPPER COATED STEEL ROD WAS
 BH2148'DRIVEN IN THE CENTER OF THE 3 INCH PIPE THAT ORIGINALLY HELD
 BH2148'REFERENCE MARK NO. 1 AND A NEW DISK CRIMPED TO ITS TOP AND STAMPED
 BH2148'NO 1.  A DIFFERENCE OF 0.029 METERS SHORTER WAS FOUND IN THE DISTANCE
 BH2148'TO REFERENCE MARK NO. 2.  A REFERENCE MARK NO. 3 WAS ESTABLISHED.
 BH2148'A NEW DESCRIPTION FOLLOWS-
 BH2148'
 BH2148'THE STATION IS LOCATED ABOUT 10 MILES SOUTH OF BAYOU LA BATRE, 7-1/2
 BH2148'MILES WEST OF THE WATER TANK AND COMMUNITY OF DAUPHIN ISLAND
 BH2148'AND ON THE WEST END OF DAUPHIN ISLAND ABOUT 4 MILES EAST OF THE
 BH2148'EXTREME WEST END OF THE ISLAND.  IT IS IN ABOUT THE NORTH-SOUTH
 BH2148'CENTER OF THE ISLAND, 0.15 MILE NORTH OF THE GULF SHORE AT THE NORTH
 BH2148'EDGE OF THE DRIFT SAND, 7 FEET SOUTH OF A 2 BY 8 INCH PLANK
 BH2148'PROJECTING 8 FEET AND 4.5 FEET NORTHWEST OF A 3 BY 10 INCH POST WITH
 BH2148'A WITNESS SIGN NAILED TO IT AND PROJECTING 5 FEET.  IT IS A 1 INCH
 BH2148'DIAMETER COPPER ROD SET FLUSH IN A 3 FOOT SQUARE GRANITE SLAB THAT
 BH2148'IS SET ON A 5 BY 6 FOOT CONCRETE BASE.  THE TOP OF THE SLAB IS 18
 BH2148'INCHES BELOW THE SURFACE.  THE CENTER OF THE COPPER ROD WAS HELD
 BH2148'AS THE STATION.
 BH2148'
 BH2148'REFERENCE MARK NO. 1 IS 75.77 FEET NORTH OF THE STATION.  IT IS 75
 BH2148'FEET NORTH OF THE EDGE OF THE DRIFT SAND IN THE GRASSY MARSH
 BH2148'AND 2 FEET NORTHWEST OF A 2 BY 6 INCH PLANK PROJECTING 5 FEET.  IT IS
 BH2148'A C AND G S REFERENCE MARK DISK, STAMPED DAUPHIN NO 1 1847 1935
 BH2148'1970, CRIMPED TO THE TOP OF A 4 FOOT COPPER COATED STEEL ROD WHICH
 BH2148'IS CEMENTED INTO A 3 INCH IRON PIPE THAT IS SET IN A CONCRETE
 BH2148'BASE.  THE MARK IS FLUSH WITH THE GROUND.
 BH2148'
 BH2148'REFERENCE MARK NO. 2 IS 87.91 FEET EAST OF THE STATION.  IT IS 18
 BH2148'FEET SOUTHEAST OF THE EDGE OF THE DRIFT SAND AND 1 FOOT NORTHWEST
 BH2148'OF A METAL WITNESS POST.  IT IS A C AND GS REFERENCE MARK DISK,
 BH2148'STAMPED DAUPHIN NO 2 1847 1935, CEMENTED IN THE TOP OF A 3 INCH IRON
 BH2148'PIPE THAT PROJECTS 1 FOOT.
 BH2148'
 BH2148'REFERENCE MARK NO. 3 IS 68.98 FEET NORTHWEST OF THE STATION.  IT IS
 BH2148'40 FEET NORTH OF THE EDGE OF THE DRIFT SAND IN THE GRASSY MARSH, 3
 BH2148'FEET EAST OF A 3 BY 6 INCH OAK POST PROJECTING 5 FEET.  IT IS A C AND
 BH2148'GS REFERENCE MARK DISK, STAMPED DAUPHIN WB 1847 NO 3 1970, CRIMPED
 BH2148'TO THE TOP OF A COPPER COATED STEEL ROAD THAT IS DRIVEN 13 FEET INTO
 BH2148'THE SANDY MARSH AND PROJECTING 1-1/2 FEET.  IT IS PROTECTED BY A 4
 BH2148'FOOT LENGTH OF ORANGEBURG PIPE THAT ALSO PROJECTS 1-1/2 FEET.
 BH2148'
 BH2148'TO REACH THE STATION FROM THE JUNCTION OF BIENVILLE BOULEVARD AND
 BH2148'STATE HIGHWAY 163 AT THE SOUTH END OF THE DAUPHIN ISLAND
 BH2148'CAUSEWAY AND JUST NORTH OF THE DAUPHIN ISLAND WATER TANK, GO WEST ON
 BH2148'BIENVILLE BOULEVARD FOR 5.15 MILES TO THE END OF THE PAVEMENT.
 BH2148'BEAR LEFT AND DRIVE WEST ON THE GULF BEACH WITH A 4-WHEEL DRIVE
 BH2148'VEHICLE FOR 3.2 MILES TO C AND GS TOPO STATION ISLE 1958 ON THE
 BH2148'RIGHT.  CONTINUE WEST 0.6 MILE, TURN RIGHT AND LEAVE THE BEACH AND
 BH2148'DRIVE NORTH FOR 0.15 MILE TO A POINT ABOUT MID-WAY BETWEEN THE
 BH2148'NORTH AND SOUTH SHORELINES AND THE STATION.
 BH2148'
 BH2148'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10 MILES SOUTH OF
 BH2148'BAYOU LA BATRE
 BH2148
 BH2148                          STATION RECOVERY (1976)
 BH2148
 BH2148'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2148'STATION MARK A COPPER BOLT, REFERENCE MARKS WERE RECOVERED AND
 BH2148'FOUND IN GOOD CONDITION.  STATION MARK WAS FOUND ABOUT 14 INCHES
 BH2148'BELOW THE SURFACE OF THE GROUND, MARKED BY A 2 BY 8 INCH PLANK
 BH2148'ABOUT 5 FEET HIGH, REFERENCE MARKS ARE PROJECTING ABOUT 8 INCHES,
 BH2148'MARKED BY A 2 BY 6 INCH PLANKS, ABOUT 5 FEET HIGH, ABOUT 200
 BH2148'YARDS SOUTH-SOUTHWEST OF OLD BARGE.  STATION MARK AND REFERENCE
 BH2148'MARKS ARE NOT ON THE HIGHEST GROUND IN THE AREA.
 BH2148'
 BH2148'THE STATION IS ON THE PROPERTY OF THE WEST SURF BEACH CORP., A
 BH2148'LAND DEVELOPER ON THE WEST END OF DAUPHIN ISLAND.
 BH2148'
 BH2148'REVISED DESCRIPTION FOR REACHING THE STATION AS FOLLOWS.
 BH2148'
 BH2148'TO REACH FROM THE DAUPHIN ISLAND WATER TANK, GO WESTERLY ON
 BH2148'BIENVILLE BLVD. A DIVIDE 4-LANE BLVD. FOR 0.45 MILE TO A CONCRETE
 BH2148'BRIDGE, CONTINUE W FOR 1.05 MILE TO THE END OF DIVIDE
 BH2148'ROAD.  CONTINUE W ON SURFACED ROAD FOR 3.3 MILE TO THE END OF THE
 BH2148'SURFACED ROAD.  CONTINUE W ON A BLADED DIRT ROAD FOR 1.15 MILE
 BH2148'TO THE END OF TWO WHEEL DRIVE.  CONTINUE W IN A FOUR-WHEEL DRIVE
 BH2148'VEHICLE ON MIDDLE ISLAND SAND ROAD FOR 2.35 MILES, HERE TURN
 BH2148'RIGHT AND GO NORTHERLY FOR 0.1 MILE TO STATION SITE.
 BH2148'
 BH2148'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2148'8-1/2 MILES WEST OF DAUPHIN ISLAND.
 BH2148
 BH2148                          STATION RECOVERY (1981)
 BH2148
 BH2148'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 BH2148'THE STATION, DAUPHIN ISLAND WEST BASE 1892, AND REF MKS 1,2,3 WERE
 BH2148'RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1970 RECOVERY NOTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1826 ***********************************************************************
 BU1826  DESIGNATION -  DAVIS
 BU1826  PID         -  BU1826
 BU1826  STATE/COUNTY-  AL/CRENSHAW
 BU1826  USGS QUAD   -  PETREY (1968)
 BU1826
 BU1826                         *CURRENT SURVEY CONTROL
 BU1826  ___________________________________________________________________
 BU1826* NAD 83(1992)-  31 46 56.78606(N)    086 10 00.41458(W)     ADJUSTED  
 BU1826* NAVD 88     -       160.3    (meters)     526.     (feet)  GPS OBS   
 BU1826  ___________________________________________________________________
 BU1826  X           -     362,802.305 (meters)                     COMP
 BU1826  Y           -  -5,414,776.047 (meters)                     COMP
 BU1826  Z           -   3,340,019.223 (meters)                     COMP
 BU1826  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 BU1826  ELLIP HEIGHT-         133.61  (meters)          (07/29/02) GPS OBS
 BU1826  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 BU1826
 BU1826  HORZ ORDER  -  FIRST
 BU1826  ELLP ORDER  -  FOURTH    CLASS I
 BU1826
 BU1826.The horizontal coordinates were established by GPS observations
 BU1826.and adjusted by the National Geodetic Survey in December 1992..
 BU1826
 BU1826.The orthometric height was determined by GPS observations and a
 BU1826.high-resolution geoid model.
 BU1826
 BU1826.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU1826
 BU1826.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1826
 BU1826.The ellipsoidal height was determined by GPS observations
 BU1826.and is referenced to NAD 83.
 BU1826
 BU1826.The geoid height was determined by GEOID03.
 BU1826
 BU1826;                    North         East     Units Scale Factor Converg.
 BU1826;SPC AL E     -   142,229.360   168,418.415   MT  0.99997230   -0 10 32.3
 BU1826;UTM  16      - 3,516,623.418   578,888.425   MT  0.99967675   +0 26 19.9
 BU1826
 BU1826!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1826!SPC AL E     -   0.99997902  x   0.99997230  =   0.99995132
 BU1826!UTM  16      -   0.99997902  x   0.99967675  =   0.99965578
 BU1826
 BU1826|---------------------------------------------------------------------|
 BU1826| PID    Reference Object                     Distance      Geod. Az  |
 BU1826|                                                           dddmmss.s |
 BU1826| CF9529 DAVIS RM 1                           26.680 METERS 13540     |
 BU1826| CS7001 DAVIS RM 3                           32.047 METERS 14749     |
 BU1826| BU2077 DAVIS AZ MK                         APPROX. 0.7 KM 2090257.2 |
 BU1826| CF9530 DAVIS RM 2                           14.532 METERS 21337     |
 BU1826|---------------------------------------------------------------------|
 BU1826
 BU1826                          SUPERSEDED SURVEY CONTROL
 BU1826
 BU1826  ELLIP H (12/04/92)  133.67   (m)                       GP(       ) 4 1
 BU1826  NAD 83(1986)-  31 46 56.79561(N)    086 10 00.41413(W) AD(       ) 2
 BU1826  NAD 27      -  31 46 56.24000(N)    086 10 00.56300(W) AD(       ) 2
 BU1826  NGVD 29 (12/04/92)  160.3    (m)          526.     (f) GPS OBS        
 BU1826
 BU1826.Superseded values are not recommended for survey control.
 BU1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1826.See file dsdata.txt to determine how the superseded data were derived.
 BU1826
 BU1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA7888816623(NAD 83)
 BU1826_MARKER: DS = TRIANGULATION STATION DISK
 BU1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1826_SP_SET: CONCRETE POST
 BU1826_STAMPING: DAVIS 1943
 BU1826_MARK LOGO: CGS   
 BU1826_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1826+STABILITY: SURFACE MOTION
 BU1826_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1826+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1991
 BU1826
 BU1826  HISTORY     - Date     Condition        Report By
 BU1826  HISTORY     - 1943     MONUMENTED       CGS
 BU1826  HISTORY     - 1943     GOOD             CGS
 BU1826  HISTORY     - 1980     GOOD             NGS
 BU1826  HISTORY     - 19910605 GOOD             ALHD
 BU1826
 BU1826                          STATION DESCRIPTION
 BU1826
 BU1826'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BU1826'THE STATION IS LOCATED 12.45 MILES BY ROAD E OF THE CITY OF TROY
 BU1826'ON LAND OWNED BY THE STATE.  IT IS 32 FEET E OF A CONCRETE
 BU1826'RIGHT-OF-WAY POST, 46 FEET N OF THE CENTER OF U.S. HIGHWAY 29 AND
 BU1826'STATE HIGHWAY 10.  IT IS STAMPED DAVIS 1943 AND PROJECTS ABOUT 6
 BU1826'INCHES.
 BU1826'
 BU1826'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1826'DISKS SET IN CONCRETE.
 BU1826'
 BU1826'REFERENCE MARK NO. 1 IS S OF THE STATION, 46 FEET S OF THE CENTER
 BU1826'OF THE HIGHWAY.  IT IS STAMPED DAVIS NO. 1 1943 AND PROJECTS ABOUT
 BU1826'6 INCHES.
 BU1826'
 BU1826'REFERENCE MARK NO. 2 IS W OF THE STATION AT THE EDGE OF A
 BU1826'CULTIVATED FIELD, 17 FEET SW OF A CONCRETE RIGHT-OF-WAY POST AND
 BU1826'44 FEET N OF THE CENTER OF THE HIGHWAY.  IT IS STAMPED DAVIS NO. 2
 BU1826'1943 AND PROJECTS ABOUT 6 INCHES.
 BU1826'
 BU1826'THE AZIMUTH MARK IS 0.45 MILE BY ROAD SW OF THE STATION, 3 FEET W
 BU1826'OF A FENCE LINE AND 47 FEET N OF THE CENTER OF THE HIGHWAY.  IT IS
 BU1826'STAMPED DAVIS 1943 AND PROJECTS ABOUT 6 INCHES.
 BU1826'
 BU1826'TO REACH THE STATION FROM THE TRAFFIC LIGHT IN TROY GO W ON U.S.
 BU1826'HIGHWAY 29 AND STATE HIGHWAY 10 FOR 12.45 MILES TO THE STATION ON
 BU1826'THE RIGHT.
 BU1826'
 BU1826'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT STATION MC LEOD.
 BU1826'
 BU1826'A 4-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT STATION TROY.
 BU1826'
 BU1826'HEIGHT OF LIGHT ABOVE STATION MARK - 1.2 METERS.
 BU1826
 BU1826                          STATION RECOVERY (1943)
 BU1826
 BU1826'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BU1826'RECOVERED IN GOOD CONDITION.
 BU1826
 BU1826                          STATION RECOVERY (1980)
 BU1826
 BU1826'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 BU1826'THE STATION MARK, REFERENCE MARK NO.2 AND THE AZIMUTH MARK WERE
 BU1826'RECOVERED IN GOOD CONDITION.  REFERENCE MARK NO.1 WAS FOUND
 BU1826'DESTROYED.  THE AZIMUTH MARK LINE WAS CLEARED AND A NEW REFERENCE
 BU1826'MARK NO.3 WAS ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS--
 BU1826'
 BU1826'THE STATION IS LOCATED 12.5 MILES WEST OF TROY, 7.5 MILES
 BU1826'NORTHEAST OF LUVERNE, ON RIGHT-OF-WAY OF U.S. HIGHWAY 29.
 BU1826'
 BU1826'TO REACH FROM THE JUNCTION OF U.S. HIGHWAYS 331 AND 29 IN LUVERNE,
 BU1826'GO NORTHEAST ON U.S. HIGHWAY 29 FOR 7.0 MILES TO MILE POST 168,
 BU1826'CONTINUE NORTH ON HIGHWAY 29 FOR 0.65 MILE TO AZIMUTH MARK ON THE
 BU1826'LEFT, CONTINUE NORTH ON HIGHWAY 29 FOR 0.45 MILE TO TOP OF GRADE
 BU1826'AND STATION ON THE LEFT.
 BU1826'
 BU1826'STATION IS A STANDARD DISK, STAMPED---DAVIS 1943---SET IN TOP OF
 BU1826'A ROUND CONCRETE POST, 2 INCHES BELOW SURFACE OF GROUND.  IT IS
 BU1826'106.3 FEET NORTH-NORTHWEST OF A POWER POLE, 83 FEET SOUTHWEST OF
 BU1826'A 4 INCH BLACK CHERRY TREE IN FENCELINE, 46.8 FEET WEST-NORTHWEST
 BU1826'OF CENTER OF HIGHWAY AND 3.3 FEET EAST-SOUTHEAST OF A METAL WITNESS
 BU1826'POST IN FENCE LINE.
 BU1826'
 BU1826'REFERENCE MARK NO.2 IS A STANDARD DISK, STAMPED---DAVIS 1943
 BU1826'NO 2---SET IN TOP OF A SQUARE CONCRETE POST, 2 INCHES BELOW THE
 BU1826'SURFACE OF THE GROUND.  IT IS 130.5 FEET SOUTHWEST OF 4 INCH BLACK
 BU1826'CHERRY TREE, 96 FEET WEST-NORTHWEST OF POWER POLE, 45 FEET
 BU1826'WEST-NORTHWEST OF THE CENTER OF HIGHWAY, 5.1 FEET EAST-SOUTHEAST
 BU1826'OF FENCE AND 1.0 FOOT EAST-SOUTHEAST OF A METAL WITNESS POST AND SIGN.
 BU1826'
 BU1826'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED---DAVIS 1943
 BU1826'NO 3 1980---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BU1826'GROUND.  IT IS 51.8 FEET EAST-SOUTHEAST OF THE CENTER OF HIGHWAY,
 BU1826'1.9 FEET NORTHEAST OF A POWER POLE AND 1.0 FOOT SOUTHWEST OF A
 BU1826'METAL WITNESS POST AND SIGN.
 BU1826'
 BU1826'AZIMUTH MARK IS A STANDARD DISK, STAMPED---DAVIS 1943---SET IN
 BU1826'TOP OF A SQUARE CONCRETE POST, PROJECTING 1 INCH ABOVE GROUND.  IT
 BU1826'IS 124 FEET NORTH OF A POWER POLE WITH TRANSFORMER, 55 FEET NORTH
 BU1826'OF A T-FENCE CORNER, 47.6 FEET WEST OF THE CENTER OF HIGHWAY, AND
 BU1826'3.0 FEET EAST OF A METAL WITNESS POST AND SIGN IN FENCELINE.
 BU1826
 BU1826                          STATION RECOVERY (1991)
 BU1826
 BU1826'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU1826'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE WEST RIGHT OF WAY OF
 BU1826'U.S. 29 AND ALA 10, ABOUT 7.30 MI (11.75 KM) NORTHEAST OF LUVERNE AND
 BU1826'ABOUT 8.00 MI (12.87 KM) N OF GLENWOOD.
 BU1826'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 331, AND ALA
 BU1826'10 (MILE POST 160.75 ON U.S. 29 AND ALA 10) IN LUVERNE, DRIVE EAST
 BU1826'AND NORTHEAST ON U.S. 29 AND ALA 10 FOR 8.30 MI (13.36 KM) TO MILE
 BU1826'POST 169.05 AND THE STATION ON THE LEFT.
 BU1826'THE STATION IS 3.1 FT (0.9 M) EAST-SOUTHEAST OF A HOG WIRE FENCE WITH
 BU1826'ONE STRAND OF BARBED WIRE ON OLD TREATED WOOD POSTS, 17.6 FT (5.4 M)
 BU1826'NORTHEAST OF A 2.5-INCH THREE FOOT TALL WHITE PVC MARKER FOR A WATER
 BU1826'METER, 18.3 FT (5.6 M) NORTHEAST OF THE CENTER OF A WATER METER, 46.4
 BU1826'FT (14.1 M) WEST-NORTHWEST OF THE CENTERLINE OF U.S. 29 AND ALA 10,
 BU1826'67.5 FT (20.6 M) SOUTH-SOUTHWEST OF A BARRIER LINE MARKER SIGN, 105.7
 BU1826'FT (32.2 M) NORTHWEST OF A POWER POLE ACROSS U.S. 29 AND ALA 10, 2.9
 BU1826'FT (0.9 M) EAST-SOUTHEAST OF A METAL WITNESS POST, AND SET THREE
 BU1826'INCHES UNDERGROUND.
 BU1826'DAVIS AZ MK 1943 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1405 ***********************************************************************
 BV1405  DESIGNATION -  DAVIS
 BV1405  PID         -  BV1405
 BV1405  STATE/COUNTY-  AL/CLARKE
 BV1405  USGS QUAD   -  WOODS BLUFF (1972)
 BV1405
 BV1405                         *CURRENT SURVEY CONTROL
 BV1405  ___________________________________________________________________
 BV1405* NAD 83(1992)-  31 54 47.20584(N)    088 00 29.20222(W)     ADJUSTED  
 BV1405* NAVD 88     -        76.     (meters)     249.     (feet)  SCALED    
 BV1405  ___________________________________________________________________
 BV1405  LAPLACE CORR-          -0.39  (seconds)                    DEFLEC99
 BV1405  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BV1405
 BV1405  HORZ ORDER  -  FIRST
 BV1405
 BV1405.The horizontal coordinates were established by classical geodetic methods
 BV1405.and adjusted by the National Geodetic Survey in May 1994..
 BV1405
 BV1405.The orthometric height was scaled from a topographic map.
 BV1405
 BV1405.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1405
 BV1405.The geoid height was determined by GEOID03.
 BV1405
 BV1405;                    North         East     Units Scale Factor Converg.
 BV1405;SPC AL W     -   212,202.955   551,944.628   MT  0.99996180   -0 16 07.0
 BV1405;UTM  16      - 3,531,248.255   404,686.586   MT  0.99971204   -0 31 58.7
 BV1405
 BV1405!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1405!SPC AL W     -   0.99999239  x   0.99996180  =   0.99995419
 BV1405!UTM  16      -   0.99999239  x   0.99971204  =   0.99970443
 BV1405
 BV1405|---------------------------------------------------------------------|
 BV1405| PID    Reference Object                     Distance      Geod. Az  |
 BV1405|                                                           dddmmss.s |
 BV1405| CF9524 DAVIS RM 1                           20.159 METERS 19201     |
 BV1405| CF9523 DAVIS AZ MK                                        2212052.1 |
 BV1405| CF9525 DAVIS RM 2                           22.106 METERS 27557     |
 BV1405| BV1414 DANSBY                              APPROX.17.8 KM 2963156.7 |
 BV1405|---------------------------------------------------------------------|
 BV1405
 BV1405                          SUPERSEDED SURVEY CONTROL
 BV1405
 BV1405  NAD 83(1992)-  31 54 47.20754(N)    088 00 29.20167(W) AD(       ) 1
 BV1405  NAD 83(1986)-  31 54 47.22030(N)    088 00 29.20730(W) AD(       ) 1
 BV1405  NAD 27      -  31 54 46.66600(N)    088 00 29.17100(W) AD(       ) 1
 BV1405
 BV1405.Superseded values are not recommended for survey control.
 BV1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1405.See file dsdata.txt to determine how the superseded data were derived.
 BV1405
 BV1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA0468731248(NAD 83)
 BV1405_MARKER: DD = SURVEY DISK
 BV1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1405
 BV1405  HISTORY     - Date     Condition        Report By
 BV1405  HISTORY     - 1938     MONUMENTED       CGS
 BV1405  HISTORY     - 1944     GOOD             CGS
 BV1405  HISTORY     - 1964     GOOD             ALHD
 BV1405  HISTORY     - 1969     GOOD             USGS
 BV1405
 BV1405                          STATION DESCRIPTION
 BV1405
 BV1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BV1405'STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED RIDGE, IN THE
 BV1405'NW QUARTER OF SEC. 19, T. 11 N., R. 1 E., ABOUT 11.5 MILES, AIR
 BV1405'LINE, NNE OF COFFEEVILLE, 15.5 MILES, AIR LINE, W OF THOMASVILLE, ON
 BV1405'PROPERTY OWNED BY THE DAVIS BLUFF LAND AND TIMBER COMPANY.
 BV1405'THE MARK IS SET ON THE HIGHEST POINT OF THE HILL, 110 FEET NE OF
 BV1405'AN OLD WOODS ROAD (KNOWN AS THE OLD MOBILE-LINDEN ROAD), 29 FEET
 BV1405'NNW OF A 20-INCH PINE TREE, AND 16 FEET W OF A
 BV1405'TRIANGULAR-BLAZED DOUBLE PINE TREE. IT IS STAMPED DAVIS 1938
 BV1405'AND PROJECTS ABOUT 6 INCHES.
 BV1405'
 BV1405'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BV1405'SET IN CONCRETE.
 BV1405'
 BV1405'REFERENCE MARK 1 IS SW OF THE STATION. IT IS STAMPED DAVIS NO. 1 1938
 BV1405'AND PROJECTS ABOUT 6 INCHES.
 BV1405'
 BV1405'REFERENCE MARK 2 IS NW OF THE STATION. IT IS STAMPED DAVIS NO. 2 1938
 BV1405'AND PROJECTS ABOUT 6 INCHES.
 BV1405'
 BV1405'AZIMUTH MARK IS W OF THE STATION, ON THE W SIDE OF THE OLD WOODS
 BV1405'ROAD, AND 10 FEET W OF THE CENTER LINE. IT IS STAMPED DAVIS 1938. IT
 BV1405'WAS IMPOSSIBLE FOR THE MARK TO BE SET FARTHER FROM THE STATION
 BV1405'BECAUSE OF THE DENSE TIMBER GROWTH.
 BV1405'
 BV1405'TO REACH THE STATION FROM JUNCTION OF STATE HIGHWAYS 79 AND 10 W OF
 BV1405'DIXON MILLS, GO S ON GRAVEL AND DIRT ROAD FOR ABOUT 13 MILES TO THE
 BV1405'VILLAGE OF MORVIN. FROM THE POST OFFICE IN MORVIN CONTINUE S ON
 BV1405'GRADED DIRT ROAD FOR 5 MILES TO THE VILLAGE OF CAMPBELL. FROM THE
 BV1405'POST OFFICE IN CAMPBELL GO S ON THE MAIN ROAD FOR 0.85 MILE TO A
 BV1405'BRIDGE OVER A CREEK, FROM HERE CONTINUE S FOR 1.25 MILES TO THE
 BV1405'TOP OF A HILL AND WOODS ROAD TO THE RIGHT, TURN RIGHT AND GO 0.75
 BV1405'MILE TO A TRIPLE-NOTCHED 5-INCH PINE TREE, AND THE STATION ABOUT
 BV1405'110 FEET NE.
 BV1405'
 BV1405'HEIGHT OF LIGHT ABOVE STATION MARK - 33 METERS.
 BV1405
 BV1405                          STATION RECOVERY (1944)
 BV1405
 BV1405'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 BV1405'STATION WAS RECOVERED AS DESCRIBED IN 1938 AND ALL MARKS WERE FOUND
 BV1405'IN GOOD CONDITION.
 BV1405'
 BV1405'STATION IS LOCATED ABOUT 2 MILES SW OF THE SMALL VILLAGE OF
 BV1405'CAMPBELL. IT IS 3 FEET N OF A WOODEN WITNESS POST AND PROJECTS ABOUT
 BV1405'3 INCHES.
 BV1405'
 BV1405'REFERENCE MARK 1 IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION
 BV1405'MARK. IT PROJECTS ABOUT 3 INCHES.
 BV1405'
 BV1405'REFERENCE MARK 2 IS ABOUT 2 FEET LOWER IN ELEVATION THAN THE STATION
 BV1405'MARK. IT PROJECTS ABOUT 3 INCHES.
 BV1405'
 BV1405'AZIMUTH MARK IS 28 FEET SW OF A TRIANGULAR-BLAZED 8-INCH PINE TREE.
 BV1405'IT PROJECTS ABOUT 2 INCHES. THE AZIMUTH MARK IS NOT V.G. FROM THE
 BV1405'STATION DUE TO DENSE TIMBER GROWTH.
 BV1405'
 BV1405'TO REACH THE STATION FROM THE CAMPBELL POST OFFICE, GO W 0.1 MILE
 BV1405'TO A T-ROAD LEFT WHICH IS JUST E OF THE W.H. GRIFFIN STORE, HERE
 BV1405'TURN LEFT AND GO 2.0 MILES TO THE SUMMIT OF THE GRADE AND A T-ROAD
 BV1405'RIGHT, HERE TURN RIGHT ON THE OLD MOBILE-LINDEN ROAD AND GO N
 BV1405'ALONG THE SUMMIT OF THE RIDGE FOR 0.75 MILE TO A TRIANGULAR-BLAZED
 BV1405'8-INCH PINE TREE ON THE RIGHT AND THE AZIMUTH MARK ON THE LEFT.
 BV1405'HERE TURN RIGHT AND GO ABOUT 110 FEET TO THE STATION.
 BV1405'
 BV1405'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1405'
 BV1405'NO OBJECTS V.G.
 BV1405
 BV1405                          STATION RECOVERY (1964)
 BV1405
 BV1405'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1964
 BV1405'ALL MARKS WERE RECOVERED IN GOOD CONDITION. ALL MARKS ARE STANDARD
 BV1405'BRONZE
 BV1405'DISKS SET IN THE TOP OF SQUARE CONCRETE POSTS. A COMPLETE
 BV1405'DESCRIPTION FOLLOWS--
 BV1405'
 BV1405'TO REACH THE STATION FROM THE CAMPBELL POST OFFICE WHICH IS LOCATED
 BV1405'IN E. D. REID GROCERY AND CITIES SERVICE STATION, GO WEST ON A PAVED
 BV1405'COUNTY ROAD FOR 0.10 TO THE INTERSECTION OF THE PAVED COUNTY ROAD
 BV1405'AND STATE HIGHWAY 69 AT W.H. GRIFFIN JR. GROCERY AND SINCLAIR
 BV1405'SERVICE STATION, TURN LEFT OR SOUTH AND GO 0.80 MILE TO TALLAHATTA
 BV1405'CREEK BRIDGE, CONTINUE 0.80 MILE TO THE BEGINNING OF A TALL
 BV1405'BACKSLOPE ON THE RIGHT OF THE HIGHWAY, CONTINUE 0.30 MILE TO THE
 BV1405'END OF THE TALL BACKSLOPE* AND A DIM WOODS ROAD RIGHT UP AN
 BV1405'INCLINE, THROUGH A THREE-STRAND BARB WIRE GAP IN A BARB WIRE FENCE
 BV1405'AND INTO THE WOODS. FROM THE INTERSECTION OF THE DIM WOODS ROAD
 BV1405'WITH ALABAMA 69, DRIVE 0.10 MILE TO A SHARP TURN TO THE RIGHT OR
 BV1405'NORTH, THEN GO 0.35 MILE TO A FORK, DRIVE RIGHT UP THE HILL
 BV1405'THROUGH HIGH BANKS ON BOTH SIDES FOR 0.30 MILE TO ANOTHER FORK,
 BV1405'DRIVE RIGHT UP THE HILL THROUGH ANOTHER DEEP CUT FOR 0.05 MILE TO
 BV1405'THE AZIMUTH ON THE LEFT AND THE STATION ON THE RIGHT.
 BV1405'
 BV1405'THE STATION IS LOCATED ON THE HIGHEST POINT OF A TIMBERED RIDGE,
 BV1405'ABOUT 11.5 MILES, AIRLINE, NORTH-NORTHEAST OF COFFEEVILLE, 15.5
 BV1405'MILES, AIRLINE, WEST OF THOMASVILLE, 110 FEET NORTHEAST OF THE OLD
 BV1405'WOODS ROAD (ONCE KNOWN AS THE OLD MOBILE-LINDON ROAD), 22.2 FEET
 BV1405'SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED 14 INCH PINE TREE, 21.2
 BV1405'FEET SOUTHEAST OF AN 8 INCH BLACKJACK OAK TREE, 2.6 FEET
 BV1405'SOUTHWEST OF A METAL WITNESS POST AND SIGN. THE MARK PROJECTS
 BV1405'APPROXIMATLEY 4 INCHES AND THE DISK IS STAMPED DAVIS 1938.
 BV1405'
 BV1405'RM-1 IS 66.2 FEET SOUTHWEST OF THE STATION, 51 FEET NORTH-NORTHEAST
 BV1405'OF THE CENTERLINE OF THE OLD ROAD, 18.8 FEET WEST-NORTHWEST OF AN 8
 BV1405'INCH RED OAK TREE, 9 FEET EAST OF AN 3 INCH RED OAK TREE, 1.2 FEET
 BV1405'NORTH OF A METAL WITNESS POST AND SIGN. THE MARK PROJECTS 4 INCHES
 BV1405'AND IS APPROXIMATELY FOUR FEET LOWER IN ELEVATION THAN THE
 BV1405'STATION.  THE DISK IS STAMPED DAVIS NO. 1 1938.
 BV1405'
 BV1405'RM-2 IS 72.5 FEET NORTHWEST OF THE STATION, 19.1 FEET WEST-NORTHWEST
 BV1405'OF A 12 INCH BLACKJACK OAK TREE, 13.1 FEET EAST-SOUTHEAST OF A 10
 BV1405'INCH BLACKJACK OAK TREE, 1.45 FEET EAST-SOUTHEAST OF A METAL
 BV1405'WITNESS POST AND SIGN. THE MARK PROJECTS 4 INCHES AND IS
 BV1405'APPROXIMATELY 2 FEET LOWER IN ELEVATION THAN THE STATION. THE
 BV1405'DISK IS STAMPED DAVIS NO. 2 1938.
 BV1405'
 BV1405'THE AZIMUTH MARK IS APPROXIMATELY 125 FEET WEST OF THE STATION, 16
 BV1405'FEET SOUTHWEST OF THE CENTERLINE OF THE OLD ROAD, 27.1 FEET SOUTH OF
 BV1405'A TRIANGULAR BLAZED 14 INCH PINE TREE NORTHEAST OF THE OLD ROAD,
 BV1405'1.35 NORTHEAST OF A METAL WITNESS POST AND SIGN. THE MARK PROJECTS 3
 BV1405'INCHES AND THE DISK IS STAMPED DAVIS 1938. NOTE--THE DENSE
 BV1405'TIMBER GROWTH MENTIONED IN THE DESCRIPTION OF 1944 BY F. N. HAS
 BV1405'BEEN CUT AND THE AZIMUTH CAN NOW BE SEEN FROM THE STATION.
 BV1405'
 BV1405'*THIS POINT MAY ALSO BE REACHED FROM THE INTERSECTION OF STATE
 BV1405'HIGHWAY 69 NORTH AND STATE HIGHWAY 12 IN COFFEEVILLE BY DRIVING
 BV1405'NORTH ON ALABAMA 69 FOR 0.55 MILE TO THE INTERSECTION OF CLARKE
 BV1405'COUNTY ROAD NO. 1 LEFT, CONTINUE NORTH ON ALABAMA 69 FOR 8.15
 BV1405'MILES TO A PAVED COUNTY ROAD LEFT, THEN NORTH ON ALABAMA 69 FOR
 BV1405'6.70 MILES TO THE DIM WOODS ROAD LEFT UP THE INCLINE AND INTO THE
 BV1405'WOODS, CONTINUE AS DESCRIBED ABOVE FROM THIS INTERSECTION OF
 BV1405'ALABAMA 69 AND THE DIM WOODS ROAD.
 BV1405
 BV1405                          STATION RECOVERY (1969)
 BV1405
 BV1405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (HPF)
 BV1405'STATION AND REF. MKS. FOUND IN GOOD CONDITION. CLEAR TREES AND
 BV1405'X-PANEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3091 ***********************************************************************
 CN3091  DESIGNATION -  DAVIS
 CN3091  PID         -  CN3091
 CN3091  STATE/COUNTY-  AL/GREENE
 CN3091  USGS QUAD   -  KNOXVILLE (1980)
 CN3091
 CN3091                         *CURRENT SURVEY CONTROL
 CN3091  ___________________________________________________________________
 CN3091* NAD 83(1992)-  32 56 38.62677(N)    087 48 27.04127(W)     ADJUSTED  
 CN3091* NAVD 88     -        73.     (meters)     240.     (feet)  SCALED    
 CN3091  ___________________________________________________________________
 CN3091  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CN3091  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CN3091
 CN3091  HORZ ORDER  -  THIRD
 CN3091
 CN3091.The horizontal coordinates were established by classical geodetic methods
 CN3091.and adjusted by the National Geodetic Survey in December 1992..
 CN3091
 CN3091.The orthometric height was scaled from a topographic map.
 CN3091
 CN3091.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3091
 CN3091.The geoid height was determined by GEOID03.
 CN3091
 CN3091;                    North         East     Units Scale Factor Converg.
 CN3091;SPC AL W     -   326,451.211   571,245.805   MT  0.99994352   -0 10 02.0
 CN3091;UTM  16      - 3,645,375.069   424,517.050   MT  0.99967025   -0 26 21.0
 CN3091
 CN3091!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3091!SPC AL W     -   0.99999311  x   0.99994352  =   0.99993663
 CN3091!UTM  16      -   0.99999311  x   0.99967025  =   0.99966337
 CN3091
 CN3091|---------------------------------------------------------------------|
 CN3091| PID    Reference Object                     Distance      Geod. Az  |
 CN3091|                                                           dddmmss.s |
 CN3091| CF9532 DAVIS RM 1                           26.804 METERS 08533     |
 CN3091| CF9533 DAVIS RM 2                           28.321 METERS 17259     |
 CN3091| CF9531 DAVIS AZ MK                                        1922003.5 |
 CN3091|---------------------------------------------------------------------|
 CN3091
 CN3091                          SUPERSEDED SURVEY CONTROL
 CN3091
 CN3091  NAD 83(1986)-  32 56 38.63346(N)    087 48 27.04486(W) AD(       ) 3
 CN3091  NAD 27      -  32 56 38.18000(N)    087 48 27.00200(W) AD(       ) 3
 CN3091
 CN3091.Superseded values are not recommended for survey control.
 CN3091.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3091.See file dsdata.txt to determine how the superseded data were derived.
 CN3091
 CN3091_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2451745375(NAD 83)
 CN3091_MARKER: DS = TRIANGULATION STATION DISK
 CN3091_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3091
 CN3091  HISTORY     - Date     Condition        Report By
 CN3091  HISTORY     - 1955     MONUMENTED       CGS
 CN3091
 CN3091                          STATION DESCRIPTION
 CN3091
 CN3091'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CN3091'STATION IS LOCATED ABOUT 9.5 MILES NORTH OF EUTAW, ABOUT 4 MILES
 CN3091'SOUTH OF KNOXVILLE, ON AN EAST-WEST RIDGE, NEAR THE NORTH EDGE
 CN3091'OF AN OLD FIELD AND ON THE PROPERTY OF JAMES E. COCHRANE.  IT
 CN3091'IS 37 FEET EAST OF A 6-INCH PINE TREE WITH A TRIANGLE BLAZE
 CN3091'ON THE EAST SIDE AND 4 FEET SOUTHEAST OF A WHITE WITNESS POST.
 CN3091'THE MARK PROJECTS 1 INCH AND THE DISK IS STAMPED DAVIS 1955.
 CN3091'
 CN3091'REFERENCE MARK NO. 1 IS 73 FEET SOUTH OF A CREOSOTED POLE MARKING
 CN3091'THE RIGHT-OF-WAY OF AN UNDERGROUND TELEPHONE CABLE, 34 FEET WEST
 CN3091'OF THE CENTER OF A DIM TRACK ROAD AND 17 FEET SOUTH OF THE NORTH
 CN3091'EDGE OF AN OLD FIELD.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 CN3091'DAVIS NO 1 1955.
 CN3091'
 CN3091'REFERENCE MARK NO. 2 IS 96 FEET SOUTH OF A WHITE WITNESS POST.
 CN3091'THE MARK IS FLUSH AND THE DISK IS STAMPED DAVIS NO 2 1955.
 CN3091'
 CN3091'AZIMUTH MARK IS 28 FEET WEST OF THE CENTER OF A DIRT DRIVEWAY,
 CN3091'23 FEET NORTH OF POLE NO 708 MARKING THE RIGHT-OF-WAY OF AN
 CN3091'UNDERGROUND TELEPHONE CABLE AND 2 FEET NORTH OF A WHITE WITNESS
 CN3091'POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED DAVIS 1955.
 CN3091'
 CN3091'TO REACH THE STATION FROM THE COURTHOUSE IN EUTAW GO NORTH ON
 CN3091'U.S. HIGHWAY 11 FOR 9.1 MILES TO A DIRT SIDE ROAD LEFT AND A
 CN3091'REVERSE Y ROAD RIGHT.  TURN LEFT AND GO WEST FOR 0.1 MILE TO THE
 CN3091'AZIMUTH MARK ON THE LEFT AS DESCRIBED.  CONTINUE WEST ON DIRT
 CN3091'ROAD 0.05 MILE TO A GATE, PASS THROUGH GATE FOR ABOUT 100 FEET
 CN3091'TO A DIM WOODS ROAD RIGHT.  TURN RIGHT AND GO NORTH ON WOODS
 CN3091'ROAD FOR 0.15 MILE TO THE TOP OF THE RIDGE AND THE STATION
 CN3091'AS DESCRIBED.
 CN3091'
 CN3091'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2077 ***********************************************************************
 BU2077  DESIGNATION -  DAVIS AZ MK
 BU2077  PID         -  BU2077
 BU2077  STATE/COUNTY-  AL/CRENSHAW
 BU2077  USGS QUAD   -  PETREY (1968)
 BU2077
 BU2077                         *CURRENT SURVEY CONTROL
 BU2077  ___________________________________________________________________
 BU2077* NAD 83(1992)-  31 46 36.38454(N)    086 10 13.67956(W)     ADJUSTED  
 BU2077* NAVD 88     -       153.3    (meters)     503.     (feet)  GPS OBS   
 BU2077  ___________________________________________________________________
 BU2077  X           -     362,475.789 (meters)                     COMP
 BU2077  Y           -  -5,415,123.723 (meters)                     COMP
 BU2077  Z           -   3,339,481.402 (meters)                     COMP
 BU2077  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 BU2077  ELLIP HEIGHT-         126.71  (meters)          (07/29/02) GPS OBS
 BU2077  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 BU2077
 BU2077  HORZ ORDER  -  FIRST
 BU2077  ELLP ORDER  -  FOURTH    CLASS I
 BU2077
 BU2077.The horizontal coordinates were established by GPS observations
 BU2077.and adjusted by the National Geodetic Survey in December 1992..
 BU2077
 BU2077.The orthometric height was determined by GPS observations and a
 BU2077.high-resolution geoid model.
 BU2077
 BU2077.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2077
 BU2077.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2077
 BU2077.The ellipsoidal height was determined by GPS observations
 BU2077.and is referenced to NAD 83.
 BU2077
 BU2077.The geoid height was determined by GEOID03.
 BU2077
 BU2077;                    North         East     Units Scale Factor Converg.
 BU2077;SPC AL E     -   141,602.072   168,067.479   MT  0.99997257   -0 10 39.1
 BU2077;UTM  16      - 3,515,992.590   578,544.338   MT  0.99967608   +0 26 12.7
 BU2077
 BU2077!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2077!SPC AL E     -   0.99998010  x   0.99997257  =   0.99995267
 BU2077!UTM  16      -   0.99998010  x   0.99967608  =   0.99965619
 BU2077
 BU2077:                Primary Azimuth Mark                     Grid Az
 BU2077:SPC AL E     -  DAVIS                                    029 13 29.3
 BU2077:UTM  16      -  DAVIS                                    028 36 37.5
 BU2077
 BU2077|---------------------------------------------------------------------|
 BU2077| PID    Reference Object                     Distance      Geod. Az  |
 BU2077|                                                           dddmmss.s |
 BU2077| BU1826 DAVIS                               APPROX. 0.7 KM 0290250.2 |
 BU2077|---------------------------------------------------------------------|
 BU2077
 BU2077                          SUPERSEDED SURVEY CONTROL
 BU2077
 BU2077  ELLIP H (12/04/92)  126.77   (m)                       GP(       ) 4 1
 BU2077  NAD 83(1986)-  31 46 36.39411(N)    086 10 13.67914(W) AD(       ) 1
 BU2077  NGVD 29 (12/04/92)  153.4    (m)          503.     (f) GPS OBS        
 BU2077
 BU2077.Superseded values are not recommended for survey control.
 BU2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2077.See file dsdata.txt to determine how the superseded data were derived.
 BU2077
 BU2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA7854415993(NAD 83)
 BU2077_MARKER: DZ = AZIMUTH MARK DISK
 BU2077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2077_SP_SET: CONCRETE POST
 BU2077_STAMPING: DAVIS 1943
 BU2077_MARK LOGO: CGS   
 BU2077_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU2077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2077+STABILITY: SURFACE MOTION
 BU2077_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2077+SATELLITE: SATELLITE OBSERVATIONS - June 05, 1991
 BU2077
 BU2077  HISTORY     - Date     Condition        Report By
 BU2077  HISTORY     - 1943     MONUMENTED       CGS
 BU2077  HISTORY     - 19910605 GOOD             ALHD
 BU2077
 BU2077                          STATION DESCRIPTION
 BU2077
 BU2077'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU2077'THE STATION IS LOCATED IN CRENSHAW COUNTY ON THE WEST RIGHT OF WAY OF
 BU2077'U.S. 29 AND ALA 10, ABOUT 6.80 MI (10.94 KM) NORTHEAST OF LUVERNE AND
 BU2077'ABOUT 7.60 MI (12.23 KM) N OF GLENWOOD.
 BU2077'TO REACH THE STATION FROM THE JUNCTION OF U.S. 29, U.S. 331, AND ALA
 BU2077'10 (MILE POST 160.75 ON U.S. 29 AND ALA 10) IN LUVERNE, DRIVE EAST
 BU2077'AND NORTHEAST ON U.S. 29 AND ALA 10 FOR 7.65 MI (12.31 KM) TO MILE
 BU2077'POST 168.60 AND THE STATION ON THE LEFT.
 BU2077'THE STATION IS 3.1 FT (0.9 M) EAST OF A HOG WIRE FENCE WITH ONE STRAND
 BU2077'OF BARBED WIRE ON OLD TREATED WOOD POSTS, 47.3 FT (14.4 M) WEST OF
 BU2077'THE CENTERLINE OF U.S. 29 AND ALA 10, 57.0 FT (17.4 M)
 BU2077'NORTH-NORTHEAST OF AN EIGHT-INCH FENCE CORNER POST AT THE JUNCTION OF
 BU2077'A FENCE LINE, 2.9 FT (0.9 M) EAST OF A METAL WITNESS POST, AND SET
 BU2077'FLUSH WITH THE GROUND.
 BU2077'TRIANGULATION STATION DAVIS 1943 MAY BE USED AS AN AZIMUTH FOR THIS
 BU2077'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1786 ***********************************************************************
 DJ1786  DESIGNATION -  DAY
 DJ1786  PID         -  DJ1786
 DJ1786  STATE/COUNTY-  AL/LAMAR
 DJ1786  USGS QUAD   -  SULLIGENT (1985)
 DJ1786
 DJ1786                         *CURRENT SURVEY CONTROL
 DJ1786  ___________________________________________________________________
 DJ1786* NAD 83(1992)-  33 59 14.71082(N)    088 07 59.40862(W)     ADJUSTED  
 DJ1786* NAVD 88     -       185.     (meters)     607.     (feet)  SCALED    
 DJ1786  ___________________________________________________________________
 DJ1786  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DJ1786  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DJ1786
 DJ1786  HORZ ORDER  -  SECOND
 DJ1786
 DJ1786.The horizontal coordinates were established by classical geodetic methods
 DJ1786.and adjusted by the National Geodetic Survey in December 1992..
 DJ1786
 DJ1786.The orthometric height was scaled from a topographic map.
 DJ1786
 DJ1786.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1786
 DJ1786.The geoid height was determined by GEOID03.
 DJ1786
 DJ1786;                    North         East     Units Scale Factor Converg.
 DJ1786;SPC AL W     -   442,303.828   541,499.640   MT  0.99997551   -0 21 14.3
 DJ1786;UTM  16      - 3,761,339.716   395,336.289   MT  0.99973504   -0 38 00.6
 DJ1786
 DJ1786!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1786!SPC AL W     -   0.99997528  x   0.99997551  =   0.99995079
 DJ1786!UTM  16      -   0.99997528  x   0.99973504  =   0.99971032
 DJ1786
 DJ1786:                Primary Azimuth Mark                     Grid Az
 DJ1786:SPC AL W     -  SULLIGENT                                167 36 23.1
 DJ1786:UTM  16      -  SULLIGENT                                167 53 09.4
 DJ1786
 DJ1786|---------------------------------------------------------------------|
 DJ1786| PID    Reference Object                     Distance      Geod. Az  |
 DJ1786|                                                           dddmmss.s |
 DJ1786| DJ1778 SULLIGENT                           APPROX.10.6 KM 1671508.8 |
 DJ1786| DJ1787 SULLIGENT MUNICIPAL TANK            APPROX.10.8 KM 1775319.2 |
 DJ1786| CF9536 DAY RM 1                             23.429 METERS 22237     |
 DJ1786| CF9537 DAY RM 2                             23.229 METERS 35245     |
 DJ1786|---------------------------------------------------------------------|
 DJ1786
 DJ1786                          SUPERSEDED SURVEY CONTROL
 DJ1786
 DJ1786  NAD 83(1986)-  33 59 14.71837(N)    088 07 59.40936(W) AD(       ) 2
 DJ1786  NAD 27      -  33 59 14.34100(N)    088 07 59.28600(W) AD(       ) 2
 DJ1786
 DJ1786.Superseded values are not recommended for survey control.
 DJ1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1786.See file dsdata.txt to determine how the superseded data were derived.
 DJ1786
 DJ1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC9533661340(NAD 83)
 DJ1786_MARKER: DS = TRIANGULATION STATION DISK
 DJ1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1786_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DJ1786
 DJ1786  HISTORY     - Date     Condition        Report By
 DJ1786  HISTORY     - 1950     MONUMENTED       CGS
 DJ1786
 DJ1786                          STATION DESCRIPTION
 DJ1786
 DJ1786'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DJ1786'STATION IS ABOUT 6 MILES NORTH OF SULLIGENT, ON A PROMINENT
 DJ1786'TIMBERED HILL WHICH IS THE HIGHEST POINT IN THE IMMEDIATE
 DJ1786'VICINITY AND OWNED BY C.C. DAY.  IT IS ABOUT 150 FEET EAST
 DJ1786'OF A GRAVEL ROAD AND 8 FEET NORTHWEST OF A WITNESS POST.
 DJ1786'
 DJ1786'TO REACH THE STATION FROM THE JUNCTIONS OF STATE HIGHWAYS
 DJ1786'118 AND 19 IN SULLIGENT, GO NORTH ON STATE HIGHWAY 19 FOR 3.4
 DJ1786'MILES TO A FORK, BEAR RIGHT, GO NORTH AND NORTHEAST ON A
 DJ1786'GRAVEL ROAD FOR 0.8 MILE TO A FORK, BEAR RIGHT, GO NORTHEAST
 DJ1786'2.3 MILES TO A FORK, BEAR RIGHT, CONTINUE NORTHEAST 0.5 MILE
 DJ1786'TO THE STATION ON THE RIGHT.
 DJ1786'
 DJ1786'STATION MARK PROJECTS 7 INCHES AND THE DISK IS STAMPED DAY
 DJ1786'1950.
 DJ1786'
 DJ1786'REFERENCE MARK NO. 1 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DJ1786'DAY NO 1 1950.
 DJ1786'
 DJ1786'REFERENCE MARK NO. 2 PROJECTS 4 INCHES AND THE DISK IS STAMPED
 DJ1786'DAY NO 2 1950.
 DJ1786'
 DJ1786'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DJ1786'
 DJ1786'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DJ1786'CONCRETE CYLINDERS.
 DJ1786'
 DJ1786'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1606 ***********************************************************************
 EF1606  SACS        -  This is a Secondary Airport Control Station.
 EF1606  DESIGNATION -  DCU AP STA A2
 EF1606  PID         -  EF1606
 EF1606  STATE/COUNTY-  AL/LIMESTONE
 EF1606  USGS QUAD   -  TANNER (1982)
 EF1606
 EF1606                         *CURRENT SURVEY CONTROL
 EF1606  ___________________________________________________________________
 EF1606* NAD 83(1992)-  34 39 32.06576(N)    086 56 41.09008(W)     ADJUSTED  
 EF1606* NAVD 88     -       179.22   (meters)     588.0    (feet)  GPS OBS   
 EF1606  ___________________________________________________________________
 EF1606  X           -     279,934.807 (meters)                     COMP
 EF1606  Y           -  -5,244,697.949 (meters)                     COMP
 EF1606  Z           -   3,606,892.085 (meters)                     COMP
 EF1606  LAPLACE CORR-          -4.86  (seconds)                    DEFLEC99
 EF1606  ELLIP HEIGHT-         151.73  (meters)          (12/26/02) GPS OBS
 EF1606  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EF1606
 EF1606  HORZ ORDER  -  FIRST
 EF1606  ELLP ORDER  -  THIRD     CLASS I
 EF1606
 EF1606.This mark is at Pryor Field Airport (DCU)
 EF1606
 EF1606.The horizontal coordinates were established by GPS observations
 EF1606.and adjusted by the National Geodetic Survey in December 1999..
 EF1606
 EF1606.The orthometric height was determined by GPS observations and a
 EF1606.high-resolution geoid model.
 EF1606
 EF1606.GPS derived orthometric heights for airport stations designated as
 EF1606.PACS or SACS are published to 2 decimal places.  This maintains
 EF1606.centimeter relative accuracy between the PACS and SACS.  It does
 EF1606.not indicate centimeter accuracy relative to other marks which are
 EF1606.part of the NAVD 88 network.
 EF1606
 EF1606.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1606
 EF1606.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1606
 EF1606.The ellipsoidal height was determined by GPS observations
 EF1606.and is referenced to NAD 83.
 EF1606
 EF1606.The geoid height was determined by GEOID03.
 EF1606
 EF1606;                    North         East     Units Scale Factor Converg.
 EF1606;SPC AL W     -   516,745.335   650,894.337   MT  0.99996525   +0 18 56.8
 EF1606;UTM  16      - 3,835,219.616   505,062.738   MT  0.99960032   +0 01 53.1
 EF1606
 EF1606!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1606!SPC AL W     -   0.99997618  x   0.99996525  =   0.99994143
 EF1606!UTM  16      -   0.99997618  x   0.99960032  =   0.99957651
 EF1606
 EF1606:                Primary Azimuth Mark                     Grid Az
 EF1606:SPC AL W     -  DCU AP STA B2                            180 47 57.4
 EF1606:UTM  16      -  DCU AP STA B2                            181 05 01.1
 EF1606
 EF1606|---------------------------------------------------------------------|
 EF1606| PID    Reference Object                     Distance      Geod. Az  |
 EF1606|                                                           dddmmss.s |
 EF1606| EF1609 DCU AP STA B2                       APPROX. 1.5 KM 1810654.2 |
 EF1606|---------------------------------------------------------------------|
 EF1606
 EF1606                          SUPERSEDED SURVEY CONTROL
 EF1606
 EF1606  ELLIP H (12/07/99)  151.71   (m)                       GP(       ) 3 1
 EF1606  NAD 83(1992)-  34 39 32.06269(N)    086 56 41.08567(W) AD(       ) 3
 EF1606  NAD 83(1986)-  34 39 32.06917(N)    086 56 41.08537(W) AD(       ) 3
 EF1606  NAD 27      -  34 39 31.73674(N)    086 56 41.07310(W) AD(       ) 3
 EF1606  NGVD 29 (02/20/88)  179.8    (m)          590.     (f) GPS OBS        
 EF1606
 EF1606.Superseded values are not recommended for survey control.
 EF1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1606.See file dsdata.txt to determine how the superseded data were derived.
 EF1606
 EF1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0506335220(NAD 83)
 EF1606_MARKER: DT = TOPOGRAPHIC STATION DISK
 EF1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1606_SP_SET: SQUARE CONCRETE MONUMENT
 EF1606_STAMPING: AP 1966 STA A-2
 EF1606_MARK LOGO: CGS   
 EF1606_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1606+STABILITY: SURFACE MOTION
 EF1606_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1606+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1999
 EF1606
 EF1606  HISTORY     - Date     Condition        Report By
 EF1606  HISTORY     - 1966     MONUMENTED       CGS
 EF1606  HISTORY     - 19820630 GOOD             NGS
 EF1606  HISTORY     - 19870615 GOOD             NGS
 EF1606  HISTORY     - 19990218 GOOD             NGS
 EF1606
 EF1606                          STATION DESCRIPTION
 EF1606
 EF1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1606'THE STATION IS LOCATED AT PRYOR FIELD NEAR THE RUNWAY END 18 ON THE
 EF1606'EAST SIDE OF THE RUN WAY.  THE STATION IS LOCATED 276.6 FT (84.3 M)
 EF1606'SOUTH OF A LINE PERPENDICULAR TO THE END OF THE RUNWAY, 75 FT (22.9 M)
 EF1606'EAST OF THE EAST EDGE OF THE RUNWAY, 107.5 FT (32.8 M) SOUTHEAST OF
 EF1606'THE 1ST RUNWAY LIGHT SOUTH OF THE RUNWAY END ON THE EAST SIDE, 132.0
 EF1606'FT (40.2 M) NORTHEAST OF THE 2ND RUNWAY LIGHT, AND ABOUT 2 FT (0.6 M)
 EF1606'EAST OF A VASI CABLE LINE.  THE STATION IS A STANDARD TOPOGRAPHIC DISK
 EF1606'STAMPED AP 1966 STA A2, AND SET IN THE TOP OF A ROUND CONCRETE
 EF1606'MONUMENT THAT IS SET FLUSH WITH THE GROUND.
 EF1606
 EF1606                          STATION RECOVERY (1987)
 EF1606
 EF1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EF1606'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHEAST OF DECATOR AT
 EF1606'DECATOR PRYOR FIELD NEAR THE END OF RUNWAY 18.  PERMISSION, MANAGER -
 EF1606'TIM NEWMAN, P.O. BOX 1492, DECATOR, AL. 35602, TELEPHONE 205-355-5770.
 EF1606'THE AIRPORT IS LOCATED NORTHEAST OF DECATOR ON U.S. HIGHWAY 31 BEHIND
 EF1606'THE JOHN C. CALHOUN COMMUNITY COLLEGE.
 EF1606'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED ON THE EAST SIDE
 EF1606'OF RUNWAY 18, 84.3 METERS (276.6 FT) SOUTH FROM A LINE PERPENDICULAR
 EF1606'TO THE END OF THE RUNWAY, 35.9 METERS (118 FT) WEST FROM A CULTIVATED
 EF1606'FIELD, 37.7 METERS (124 FT) SOUTH FROM THE NORTHERN MOST VASI LIGHT,
 EF1606'32.7 METERST (107.5 FT) SOUTHEAST FROM FIRST RUNWAY LIGHT SOUTH OF
 EF1606'THE RUNWAY ENDON THE EAST SIDE, 40.2 METERS (132 FT) NORTHEAST OF THE
 EF1606'SECOND RUNWAY LIGHT AND 22.8 METERS (75 FT) EAST FROM THE EDGE OF THE
 EF1606'RUNWAY.
 EF1606'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 EF1606
 EF1606                          STATION RECOVERY (1999)
 EF1606
 EF1606'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 EF1606'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF DECATUR AT
 EF1606'THE DECATUR-PRYOR FIELD AIRPORT.  IN A GRASS AREA ALONG THE EAST SIDE
 EF1606'OF THE RUNWAY JUST SOUTH OF RUNWAY END 18 AND JUST SOUTH OF THE NORTH
 EF1606'1 OF 2 SETS OF VASI LIGHTS, EAST OF AND BETWEEN THE 1ST AND 2ND RUNWAY
 EF1606'LIGHTS SOUTH OF THE NORTH END OF THE RUNWAY, JUST SOUTH OF BEING IN
 EF1606'LINE WITH THE TOP OF THE RUNWAY NUMBER 18. OWNERSHIP--CITIES OF ATHENS
 EF1606'AND DECATUR, AND THE COUNTYS OF LIMESTONE AND MORGAN.  AIRPORT
 EF1606'ADDRESS, PRYOR FIELD - HIGHWAY 31, P.O.  BOX 502 ATHENS, AL.  35612.
 EF1606'PHONE 256-355-6159 OR 256-355-5770 OR FAX 256-351-6731.  AIRPORT
 EF1606'MANAGER E.C.  (CLAY) SMITH.  --NOTE--CONTACT AIRPORT MANAGER OR
 EF1606'AIRPORT OFFICE (24-HOURS IN ADVANCE) WITH INTENTIONS.  --NOTE--THIS
 EF1606'STATION IS A SECONDARY AIRPORT CONTROL STATION.  TO REACH THE STATION
 EF1606'FROM THE JUNCTION OF U.S.  HIGHWAYS 31 AND ALT.  72 AND STATE HIGHWAYS
 EF1606'3 AND 20 NEAR THE NORTHEAST EDGE OF DECATUR AND ABOUT 4.8 KM (3.00 MI)
 EF1606'WEST OF INTERSTATE HIGHWAY 65, GO NORTH, FOR 2.0 KM (1.25 MI) ON
 EF1606'HIGHWAYS 3 AND 31 (BEE LINE HIGHWAY) PASSING THE JOHN C.  CALHOUN
 EF1606'COMMUNITY COLLEGE ON THE RIGHT TO A SIDE ROAD RIGHT AND AIRPORT SIGN.
 EF1606'TURN RIGHT, EAST, FOR 0.16 KM (0.10 MI) ON PAVED ROAD TO A CURVE LEFT
 EF1606'AND AIRPORT BEACON ON THE RIGHT.  BEAR LEFT, NORTH, FOR 0.2 KM (0.10
 EF1606'MI) TO THE AIRPORT TERMINAL/HANGAR AND GATE ON THE RIGHT.  TURN RIGHT,
 EF1606'EAST, THROUGH THE GATE FOR 0.06 KM (0.05 MI) CROSSING APRON/TIE DOWN
 EF1606'AREA TO THE JUNCTION OF THE PARALLEL TAXI AND TAXI/RAMP A-2.  TURN
 EF1606'LEFT, NORTH, FOR 0.98 KM (0.60 MI) ON PARALLEL TAXI TO ITS END NEAR
 EF1606'RUNWAY END 18.  TURN RIGHT, EAST, FOR 0.16 KM (0.10 MI) ON END TAXI,
 EF1606'CROSSING RUNWAY, TO THE EAST SIDE OF THE RUNWAY AND REIL LIGHT.  TURN
 EF1606'RIGHT, SOUTH, FOR ABOUT 80.0 M (262.5 FT) BETWEEN A CULTIVATED FIELD
 EF1606'AND THE VASI LIGHTS TO THE STATION ON THE RIGHT.  STATION IS 45.66 M
 EF1606'(149.80 FT) EAST OF THE RUNWAY CENTER, 41.0 M (134.5 FT) SOUTHEAST OF
 EF1606'THE 1ST RUNWAY LIGHT SOUTH OF RUNWAY END 18, 38.1 M (125.0 FT)
 EF1606'NORTHEAST OF THE 2ND RUNWAY LIGHT SOUTH OF RUNWAY END 18, 37.7 M
 EF1606'(123.7 FT) SOUTH OF THE SOUTHEAST LEG OF THE EAST 1 OF 2 VASI LIGHTS,
 EF1606'1.2 M (3.9 FT) SOUTH OF THE EXTENDED LINE AT THE TOP OF THE NUMBER 18
 EF1606'PAINTED ON THE RUNWAY, AND THE MONUMENT IS ABOUT 1.0 M (3.3 FT) BELOW
 EF1606'THE RUNWAY LEVEL AND FLUSH WITH THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1609 ***********************************************************************
 EF1609  SACS        -  This is a Secondary Airport Control Station.
 EF1609  DESIGNATION -  DCU AP STA B2
 EF1609  PID         -  EF1609
 EF1609  STATE/COUNTY-  AL/LIMESTONE
 EF1609  USGS QUAD   -  TANNER (1982)
 EF1609
 EF1609                         *CURRENT SURVEY CONTROL
 EF1609  ___________________________________________________________________
 EF1609* NAD 83(1992)-  34 38 44.36273(N)    086 56 42.21357(W)     ADJUSTED  
 EF1609* NAVD 88     -       177.16   (meters)     581.2    (feet)  GPS OBS   
 EF1609  ___________________________________________________________________
 EF1609  X           -     279,950.694 (meters)                     COMP
 EF1609  Y           -  -5,245,532.424 (meters)                     COMP
 EF1609  Z           -   3,605,681.654 (meters)                     COMP
 EF1609  LAPLACE CORR-          -4.91  (seconds)                    DEFLEC99
 EF1609  ELLIP HEIGHT-         149.66  (meters)          (12/26/02) GPS OBS
 EF1609  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 EF1609
 EF1609  HORZ ORDER  -  FIRST
 EF1609  ELLP ORDER  -  THIRD     CLASS I
 EF1609
 EF1609.This mark is at Pryor Field Airport (DCU)
 EF1609
 EF1609.The horizontal coordinates were established by GPS observations
 EF1609.and adjusted by the National Geodetic Survey in December 1999..
 EF1609
 EF1609.The orthometric height was determined by GPS observations and a
 EF1609.high-resolution geoid model.
 EF1609
 EF1609.GPS derived orthometric heights for airport stations designated as
 EF1609.PACS or SACS are published to 2 decimal places.  This maintains
 EF1609.centimeter relative accuracy between the PACS and SACS.  It does
 EF1609.not indicate centimeter accuracy relative to other marks which are
 EF1609.part of the NAVD 88 network.
 EF1609
 EF1609.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1609
 EF1609.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1609
 EF1609.The ellipsoidal height was determined by GPS observations
 EF1609.and is referenced to NAD 83.
 EF1609
 EF1609.The geoid height was determined by GEOID03.
 EF1609
 EF1609;                    North         East     Units Scale Factor Converg.
 EF1609;SPC AL W     -   515,275.279   650,873.827   MT  0.99996522   +0 18 55.8
 EF1609;UTM  16      - 3,833,750.216   505,034.944   MT  0.99960031   +0 01 52.4
 EF1609
 EF1609!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1609!SPC AL W     -   0.99997651  x   0.99996522  =   0.99994173
 EF1609!UTM  16      -   0.99997651  x   0.99960031  =   0.99957683
 EF1609
 EF1609:                Primary Azimuth Mark                     Grid Az
 EF1609:SPC AL W     -  DCU AP STA A2                            000 47 57.8
 EF1609:UTM  16      -  DCU AP STA A2                            001 05 01.2
 EF1609
 EF1609|---------------------------------------------------------------------|
 EF1609| PID    Reference Object                     Distance      Geod. Az  |
 EF1609|                                                           dddmmss.s |
 EF1609| EF1606 DCU AP STA A2                       APPROX. 1.5 KM 0010653.6 |
 EF1609|---------------------------------------------------------------------|
 EF1609
 EF1609                          SUPERSEDED SURVEY CONTROL
 EF1609
 EF1609  ELLIP H (12/07/99)  149.64   (m)                       GP(       ) 3 1
 EF1609  NAD 83(1992)-  34 38 44.35945(N)    086 56 42.20901(W) AD(       ) 3
 EF1609  NAD 83(1986)-  34 38 44.36594(N)    086 56 42.20868(W) AD(       ) 3
 EF1609  NAD 27      -  34 38 44.03255(N)    086 56 42.19670(W) AD(       ) 3
 EF1609  NGVD 29 (02/20/88)  177.8    (m)          583.     (f) GPS OBS        
 EF1609
 EF1609.Superseded values are not recommended for survey control.
 EF1609.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1609.See file dsdata.txt to determine how the superseded data were derived.
 EF1609
 EF1609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED0503533750(NAD 83)
 EF1609_MARKER: DT = TOPOGRAPHIC STATION DISK
 EF1609_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1609_SP_SET: SQUARE CONCRETE MONUMENT
 EF1609_STAMPING: AP 1966 STA B-2
 EF1609_MARK LOGO: CGS   
 EF1609_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF1609_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1609+STABILITY: SURFACE MOTION
 EF1609_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1609+SATELLITE: SATELLITE OBSERVATIONS - February 18, 1999
 EF1609
 EF1609  HISTORY     - Date     Condition        Report By
 EF1609  HISTORY     - 1966     MONUMENTED       CGS
 EF1609  HISTORY     - 19870615 GOOD             NGS
 EF1609  HISTORY     - 19870630 GOOD             NGS
 EF1609  HISTORY     - 19990218 GOOD             NGS
 EF1609
 EF1609                          STATION DESCRIPTION
 EF1609
 EF1609'DESCRIBED BY NATIONAL GEODETIC SURVEY 1987
 EF1609'THE STATION IS LOCATED ABOUT 6.4 KM (4 MI) NORTHEAST OF DECATOR AT
 EF1609'DECATOR PRYOR FIELD NEAR THE END OF RUNWAY 36.  PERMISSION, MANAGER -
 EF1609'JIM NEWMAN, P.O. BOX 1497, DECATOR, AL. TELEPHONE 205-355-5770.  THE
 EF1609'AIRPORT IS LOCATED NORTHEAST OF DECATOR ON U.S.HIGHWAY 31 BEHIND THE
 EF1609'JOHN C. CALHOUN COMMUNITY COLLEGE.
 EF1609'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED ON LINE WITH THE
 EF1609'END OF RUNWAY 36, 231 METERS (76 FT) EAST FROM THE SOUTHEAST CORNER
 EF1609'OF RUNWAY 36 AND 27.1 METERS (89 FT) WEST FROM A CULTIVATED FIELD.
 EF1609'DESCRIBED BY B. GERARD, TYPED BY E.D.W.
 EF1609
 EF1609                          STATION RECOVERY (1987)
 EF1609
 EF1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EF1609'THE STATION IS LOCATED AT THE SOUTH END OF RUNWAY 18-36.  THE MARK IS
 EF1609'76.0 FT (23.2 M) E OF SE CORNER OF RUNWAY END 36 AND 320 FT (97.5 M)
 EF1609'SE OF WHERE THE CURVED EDGE OF THE TAXIWAY MERGES WITH THE W SIDE OF
 EF1609'THE RUNWAY.  THE STATION IS A STANDARD TOPOGRAPHIC STATION DISK
 EF1609'STAMPED AP 1966 STA B2, SET IN THE TOP OF A ROUND CONCRETE MONUMENT
 EF1609'THAT IS FLUSH WITH THE GROUND SURFACE.
 EF1609
 EF1609                          STATION RECOVERY (1999)
 EF1609
 EF1609'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1999 (AJL)
 EF1609'THE STATION IS LOCATED ABOUT 4.8 KM (3.00 MI) NORTHEAST OF DECATUR AT
 EF1609'THE DECATUR-PRYOR FIELD AIRPORT.  IN THE GRASS ON THE EAST SIDE OF THE
 EF1609'RUNWAY IN LINE WITH RUNWAY END 36 JUST NORTH OF THE REIL LIGHT.
 EF1609'OWNERSHIP--CITIES OF ATHENS AND DECATUR, AND THE COUNTYS OF LIMESTONE
 EF1609'AND MORGAN.  AIRPORT ADDRESS, PRYOR FIELD - HIGHWAY 31, P.O.  BOX 502
 EF1609'ATHENS, AL.  35612.  PHONE 256-355-6159 OR 256-355-5770 OR FAX
 EF1609'256-351-6731.  AIRPORT MANAGER E.C.  (CLAY) SMITH.  --NOTE--CONTACT
 EF1609'AIRPORT MANAGER OR AIRPORT OFFICE (24-HOURS IN ADVANCE) WITH
 EF1609'INTENTIONS.  --NOTE--THIS STATION IS A SECONDARY AIRPORT CONTROL
 EF1609'STATION.  TO REACH THE STATION FROM THE JUNCTION OF U.S.  HIGHWAYS 31
 EF1609'AND ALT.  72 AND STATE HIGHWAYS 3 AND 20 NEAR THE NORTHEAST EDGE OF
 EF1609'DECATUR AND ABOUT 4.8 KM (3.00 MI) WEST OF INTERSTATE HIGHWAY 65, GO
 EF1609'NORTH, FOR 2.0 KM (1.25 MI) ON HIGHWAYS 3 AND 31 (BEE LINE HIGHWAY)
 EF1609'PASSING THE JOHN C.  CALHOUN COMMUNITY COLLEGE ON THE RIGHT TO A SIDE
 EF1609'ROAD RIGHT AND AIRPORT SIGN.  TURN RIGHT, EAST, FOR 0.16 KM (0.10 MI)
 EF1609'ON PAVED ROAD TO A CURVE LEFT AND AIRPORT BEACON ON THE RIGHT.  BEAR
 EF1609'LEFT, NORTH, FOR 0.2 KM (0.10 MI) TO THE AIRPORT TERMINAL/HANGAR AND
 EF1609'GATE ON THE RIGHT.  TURN RIGHT, EAST, THROUGH THE GATE FOR 0.06 KM
 EF1609'(0.05 MI) CROSSING APRON/TIE DOWN AREA TO THE JUNCTION OF THE PARALLEL
 EF1609'TAXI AND TAXI/RAMP A-2.  TURN RIGHT, SOUTH, FOR 0.53 KM (0.30 MI) ON
 EF1609'PARALLEL TAXI TO ITS END NEAR RUNWAY END 36.  TURN LEFT, EAST, FOR
 EF1609'0.16 KM (0.10 MI) ON END TAXI, CROSSING RUNWAY TO THE REIL LIGHT AND
 EF1609'THE STATION ON THE LEFT.  STATION IS 46.0 M (150.9 FT) EAST OF THE
 EF1609'RUNWAY CENTER, 27.2 M (89.2 FT) EAST-NORTHEAST OF THE EAST 1 OF 4
 EF1609'RUNWAY END LIGHTS, 3.4 M (11.2 FT) NORTH OF THE REIL LIGHT CENTER
 EF1609'POST, AND THE MONUMENT IS ABOUT LEVEL WITH THE RUNWAY AND FLUSH WITH
 EF1609'THE GROUND SURFACE.  BY R.G.  HAYES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2509 ***********************************************************************
 BG2509  DESIGNATION -  DD 115
 BG2509  PID         -  BG2509
 BG2509  STATE/COUNTY-  AL/BALDWIN
 BG2509  USGS QUAD   -  ROBERTSDALE (1985)
 BG2509
 BG2509                         *CURRENT SURVEY CONTROL
 BG2509  ___________________________________________________________________
 BG2509* NAD 83(1986)-  30 34 03.     (N)    087 39 15.     (W)     SCALED    
 BG2509* NAVD 88     -        46.164  (meters)     151.46   (feet)  ADJUSTED  
 BG2509  ___________________________________________________________________
 BG2509  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 BG2509  DYNAMIC HT  -          46.104 (meters)     151.26  (feet)  COMP
 BG2509  MODELED GRAV-     979,338.8   (mgal)                       NAVD 88
 BG2509
 BG2509  VERT ORDER  -  SECOND    CLASS 0
 BG2509
 BG2509.The horizontal coordinates were scaled from a topographic map and have
 BG2509.an estimated accuracy of +/- 6 seconds.
 BG2509
 BG2509.The orthometric height was determined by differential leveling
 BG2509.and adjusted by the National Geodetic Survey in June 1991..
 BG2509
 BG2509.The geoid height was determined by GEOID03.
 BG2509
 BG2509.The dynamic height is computed by dividing the NAVD 88
 BG2509.geopotential number by the normal gravity value computed on the
 BG2509.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2509.degrees latitude (g = 980.6199 gals.).
 BG2509
 BG2509.The modeled gravity was interpolated from observed gravity values.
 BG2509
 BG2509;                    North         East    Units  Estimated Accuracy
 BG2509;SPC AL W     -    62,920.      585,210.      MT  (+/- 180 meters Scaled)
 BG2509
 BG2509                          SUPERSEDED SURVEY CONTROL
 BG2509
 BG2509  NGVD 29 (??/??/92)   46.12   (m)          151.3    (f) COMPUTED    2 0
 BG2509
 BG2509.Superseded values are not recommended for survey control.
 BG2509.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2509.See file dsdata.txt to determine how the superseded data were derived.
 BG2509
 BG2509_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU372818(NAD 83)
 BG2509_MARKER: DB = BENCH MARK DISK
 BG2509_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2509_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2509_STAMPING: DD 115 1935
 BG2509_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2509+STABILITY: SURFACE MOTION
 BG2509
 BG2509  HISTORY     - Date     Condition        Report By
 BG2509  HISTORY     - 1935     MONUMENTED       CGS
 BG2509  HISTORY     - 20030402 MARK NOT FOUND   USPSQD
 BG2509
 BG2509                          STATION DESCRIPTION
 BG2509
 BG2509'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BG2509'17.3 MI S FROM STAPLETON.
 BG2509'17.3 MILES SOUTH OF L. AND N. RR. STATION AT STAPLETON 33 FEET
 BG2509'NORTH OF CENTERLINE OF U.S. HIGHWAY 90, ACROSS HIGHWAY FROM
 BG2509'SERVICE STATION AND HOUSE.
 BG2509
 BG2509                          STATION RECOVERY (2003)
 BG2509
 BG2509'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2509'MARK NOT FOUND, THIS INTERSECTION WAS EXPANDED YEARS AGO, MOST LIKELY
 BG2509'THROUGH EXCAVATION IT HAS BEEN LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0861 ***********************************************************************
 BT0861  DESIGNATION -  DD 147
 BT0861  PID         -  BT0861
 BT0861  STATE/COUNTY-  AL/HOUSTON
 BT0861  USGS QUAD   -  COLUMBIA (1981)
 BT0861
 BT0861                         *CURRENT SURVEY CONTROL
 BT0861  ___________________________________________________________________
 BT0861* NAD 83(1986)-  31 17 34.     (N)    085 06 42.     (W)     SCALED    
 BT0861* NAVD 88     -        64.197  (meters)     210.62   (feet)  ADJUSTED  
 BT0861  ___________________________________________________________________
 BT0861  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 BT0861  DYNAMIC HT  -          64.117 (meters)     210.36  (feet)  COMP
 BT0861  MODELED GRAV-     979,403.7   (mgal)                       NAVD 88
 BT0861
 BT0861  VERT ORDER  -  SECOND    CLASS 0
 BT0861
 BT0861.The horizontal coordinates were scaled from a topographic map and have
 BT0861.an estimated accuracy of +/- 6 seconds.
 BT0861
 BT0861.The orthometric height was determined by differential leveling
 BT0861.and adjusted by the National Geodetic Survey in June 1991..
 BT0861
 BT0861.The geoid height was determined by GEOID03.
 BT0861
 BT0861.The dynamic height is computed by dividing the NAVD 88
 BT0861.geopotential number by the normal gravity value computed on the
 BT0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0861.degrees latitude (g = 980.6199 gals.).
 BT0861
 BT0861.The modeled gravity was interpolated from observed gravity values.
 BT0861
 BT0861;                    North         East    Units  Estimated Accuracy
 BT0861;SPC AL E     -    88,120.      268,710.      MT  (+/- 180 meters Scaled)
 BT0861
 BT0861                          SUPERSEDED SURVEY CONTROL
 BT0861
 BT0861  NGVD 29 (??/??/92)   64.279  (m)          210.89   (f) ADJ UNCH    2 0
 BT0861
 BT0861.Superseded values are not recommended for survey control.
 BT0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0861.See file dsdata.txt to determine how the superseded data were derived.
 BT0861
 BT0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV797635(NAD 83)
 BT0861_MARKER: DB = BENCH MARK DISK
 BT0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0861_STAMPING: DD 147 1943
 BT0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0861+STABILITY: SURFACE MOTION
 BT0861
 BT0861  HISTORY     - Date     Condition        Report By
 BT0861  HISTORY     - 1943     MONUMENTED       CGS
 BT0861
 BT0861                          STATION DESCRIPTION
 BT0861
 BT0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT0861'AT COLUMBIA.
 BT0861'AT THE JUNCTION OF STATE HIGHWAYS 95 AND 52 AT COLUMBIA, 31 FEET
 BT0861'WEST OF THE CENTERLINE OF HIGHWAY 95, 23 FEET NORTH OF THE
 BT0861'CENTERLINE OF HIGHWAY 52 1 FOOT NORTHWEST OF A POWER LINE POLE,
 BT0861'AND 6 INCHES EAST OF THE EAST EDGE OF A CONCRETE SIDEWALK.  A
 BT0861'U.S.E.D. DISK, SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1295 ***********************************************************************
 CM1295  DESIGNATION -  DD 150
 CM1295  PID         -  CM1295
 CM1295  STATE/COUNTY-  AL/TALLAPOOSA
 CM1295  USGS QUAD   -  PONDERS (1971)
 CM1295
 CM1295                         *CURRENT SURVEY CONTROL
 CM1295  ___________________________________________________________________
 CM1295* NAD 83(1986)-  32 42 21.     (N)    085 50 10.     (W)     SCALED    
 CM1295* NAVD 88     -       193.636  (meters)     635.29   (feet)  ADJUSTED  
 CM1295  ___________________________________________________________________
 CM1295  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CM1295  DYNAMIC HT  -         193.409 (meters)     634.54  (feet)  COMP
 CM1295  MODELED GRAV-     979,462.1   (mgal)                       NAVD 88
 CM1295
 CM1295  VERT ORDER  -  SECOND    CLASS 0
 CM1295
 CM1295.The horizontal coordinates were scaled from a topographic map and have
 CM1295.an estimated accuracy of +/- 6 seconds.
 CM1295
 CM1295.The orthometric height was determined by differential leveling
 CM1295.and adjusted by the National Geodetic Survey in June 1991..
 CM1295
 CM1295.The geoid height was determined by GEOID03.
 CM1295
 CM1295.The dynamic height is computed by dividing the NAVD 88
 CM1295.geopotential number by the normal gravity value computed on the
 CM1295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1295.degrees latitude (g = 980.6199 gals.).
 CM1295
 CM1295.The modeled gravity was interpolated from observed gravity values.
 CM1295
 CM1295;                    North         East    Units  Estimated Accuracy
 CM1295;SPC AL E     -   244,570.      199,740.      MT  (+/- 180 meters Scaled)
 CM1295
 CM1295                          SUPERSEDED SURVEY CONTROL
 CM1295
 CM1295  NGVD 29 (??/??/92)  193.621  (m)          635.24   (f) ADJ UNCH    2 0
 CM1295
 CM1295.Superseded values are not recommended for survey control.
 CM1295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1295.See file dsdata.txt to determine how the superseded data were derived.
 CM1295
 CM1295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB090192(NAD 83)
 CM1295_MARKER: DB = BENCH MARK DISK
 CM1295_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1295_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1295_STAMPING: DD 150 1943
 CM1295_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1295+STABILITY: SURFACE MOTION
 CM1295
 CM1295  HISTORY     - Date     Condition        Report By
 CM1295  HISTORY     - 1943     MONUMENTED       CGS
 CM1295  HISTORY     - 1969     POOR             USGS
 CM1295
 CM1295                          STATION DESCRIPTION
 CM1295
 CM1295'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1295'12.4 MI SW FROM DADEVILLE.
 CM1295'12.4 MILES SOUTHWEST OF DADEVILLE, TALLAPOOSA COUNTY.  THIS
 CM1295'BENCH MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING 9.3
 CM1295'MILES SOUTH ALONG STATE HIGHWAY 49, THENCE 3.1 MILES WEST ALONG A
 CM1295'GRADED ROAD.  IT IS 1.3 MILES EAST OF UNION HIGH SCHOOL, ON
 CM1295'PROPERTY OWNED IN 1943 BY U.B. DAVIS, 32 FEET SOUTH OF THE
 CM1295'CENTERLINE OF THE ROAD, 2.7 FEET NORTHEAST OF A POWER-TRANSMISSION
 CM1295'LINE POLE, AND IN LINE WITH THE ROW OF POLES.  A STANDARD DISK,
 CM1295'STAMPED DD 150 1943 AND SET IN THE TOP OF A CONCRETE POST
 CM1295'PROJECTING 0.5 FOOT ABOVE GROUND.
 CM1295
 CM1295                          STATION RECOVERY (1969)
 CM1295
 CM1295'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CM1295'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1951 ***********************************************************************
 BU1951  DESIGNATION -  DEAN
 BU1951  PID         -  BU1951
 BU1951  STATE/COUNTY-  AL/BALDWIN
 BU1951  USGS QUAD   -  VAUGHN (1983)
 BU1951
 BU1951                         *CURRENT SURVEY CONTROL
 BU1951  ___________________________________________________________________
 BU1951* NAD 83(1992)-  31 00 42.64488(N)    087 47 15.15457(W)     ADJUSTED  
 BU1951* NAVD 88     -        88.6    (meters)     291.     (feet)  VERTCON   
 BU1951  ___________________________________________________________________
 BU1951  LAPLACE CORR-           1.31  (seconds)                    DEFLEC99
 BU1951  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BU1951
 BU1951  HORZ ORDER  -  FIRST
 BU1951
 BU1951.The horizontal coordinates were established by classical geodetic methods
 BU1951.and adjusted by the National Geodetic Survey in December 1992..
 BU1951
 BU1951.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1951.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1951
 BU1951.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1951
 BU1951.The geoid height was determined by GEOID03.
 BU1951
 BU1951;                    North         East     Units Scale Factor Converg.
 BU1951;SPC AL W     -   112,202.282   572,543.595   MT  0.99994263   -0 08 53.3
 BU1951;SPC FL N     -   227,545.075   286,090.108   MT  1.00005686   -1 39 07.5
 BU1951;SPC FL N     -   746,537.47    938,613.96   sFT  1.00005686   -1 39 07.5
 BU1951;UTM  16      - 3,431,180.944   424,824.555   MT  0.99966971   -0 24 20.8
 BU1951
 BU1951!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1951!SPC AL W     -   0.99999054  x   0.99994263  =   0.99993317
 BU1951!SPC FL N     -   0.99999054  x   1.00005686  =   1.00004740
 BU1951!UTM  16      -   0.99999054  x   0.99966971  =   0.99966026
 BU1951
 BU1951                          SUPERSEDED SURVEY CONTROL
 BU1951
 BU1951  NAD 83(1986)-  31 00 42.66385(N)    087 47 15.15968(W) AD(       ) 1
 BU1951  NAD 27      -  31 00 42.01400(N)    087 47 15.18200(W) AD(       ) 1
 BU1951  NGVD 29 (07/19/86)   88.6    (m)          291.     (f) VERT ANG       
 BU1951
 BU1951.Superseded values are not recommended for survey control.
 BU1951.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1951.See file dsdata.txt to determine how the superseded data were derived.
 BU1951
 BU1951_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV2482531181(NAD 83)
 BU1951_MARKER: V = STONE MONUMENT
 BU1951_SETTING: 0 = UNSPECIFIED SETTING
 BU1951_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1951
 BU1951  HISTORY     - Date     Condition        Report By
 BU1951  HISTORY     - 1895     MONUMENTED       CGS
 BU1951  HISTORY     - 1933     GOOD             CGS
 BU1951
 BU1951                          STATION DESCRIPTION
 BU1951
 BU1951'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (FWP)
 BU1951'IN THE SOUTHEAST CORNER OF THE SOUTHWEST QUARTER OF THE SOUTHEAST
 BU1951'QUARTER OF THE SOUTHEAST QUARTER OF SECTION 29, TOWNSHIP
 BU1951'1 NORTH, RANGE 3 EAST, ON A SPUR KNOWN AS GOPHER HILL, AT THE
 BU1951'WESTERN EDGE OF THE DIVIDE BETWEEN THE ALABAMA AND ESCAMBIA
 BU1951'WATERSHEDS, 6 MILES EAST-NORTHEAST FROM STOCKTON BY THE OLD
 BU1951'FEDERAL ROAD.  BAY MINETTE ON THE LOUISVILLE AND NASHVILLE IS 12
 BU1951'MILES SOUTH.  THE STATION POINT IS 65 PACES NORTH OF THE OLD
 BU1951'FEDERAL ROAD.
 BU1951'
 BU1951'THE STATION IS MARKED BY A BEDFORD STONE POST 2-1/2 FEET LONG
 BU1951'AND DRESSED 6 INCHES SQUARE.  THE TOP OF THE POST IS EVEN WITH THE
 BU1951'SURFACE OF THE GROUND, AND ON IT ARE CUT TWO PERPENDICULAR LINES
 BU1951'AND THE LETTERS U.S.C. AND G.S.  THE INTERSECTION OF THE CROSS
 BU1951'LINES MARKS THE STATION.  THE UNDERGROUND MARK IS A 1-GALLON JUG,
 BU1951'BURIED BOTTOM UPWARD WITH A SMALL HOLE IN THE CENTER, 3 FEET
 BU1951'BELOW THE SURFACE OF THE GROUND.
 BU1951
 BU1951                          STATION RECOVERY (1933)
 BU1951
 BU1951'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BU1951'FIVE AND FOUR TENTHS MILES FROM STOCKTON ON OLD FEDERAL ROAD,
 BU1951'ON GOPHER HILL.  STATION SITE VISITED AND CONSIDERABLE DIGGING DONE.
 BU1951'SURFACE-MARK STONE GONE, THE TOP OF WHICH WAS FOUND AT RUINS
 BU1951'OF A FARM HOUSE ABOUT 1/2 MILE SOUTHEAST, APPROXIMATE LOCATION
 BU1951'FROM THE OLD ROAD AND LOCAL INFORMATION.  PARTS OF 2 DAYS DIGGING
 BU1951'BY 3 MEN WAS DONE IN THE SEARCH FOR A JUG WHICH WAS BURIED 3
 BU1951'FEET UNDERGROUND BUT NO TRACE OF IT WAS FOUND.  LOCAL
 BU1951'INFORMATION INDICATES THAT THE JUG WAS REMOVED WHEN THE
 BU1951'SURFACE STONE WAS TAKEN OUT SOON AFTER THE STATION WAS USED
 BU1951'IN 1897.  OLD RECORDS INDICATE THAT AN 80-FOOT TOWER WAS USED
 BU1951'FOR ORIGINAL OBSERVATIONS.  THE TIMBER HAS ALL BEEN CUT NOW AND IT
 BU1951'IS THOUGHT THAT A 50-FOOT TOWER WOULD BE HIGH ENOUGH TO SEE
 BU1951'OTHER STATIONS.  A 75-FOOT FIRE-LOOKOUT TOWER STANDS ABOUT
 BU1951'1/2 MILE NORTHEAST.  TO REACH FROM STOCKTON, GO NORTH ON
 BU1951'STATE HIGHWAY 59 FOR 0.5 MILE, TURN RIGHT AT CHURCH ON DIRT ROAD,
 BU1951'TURN RIGHT AT 1.8 MILES, AT 5.4 MILES REACH TOP OF RIDGE.
 BU1951'STATION SITE ABOUT 40 YARDS TO NORTHWEST OF ROAD.  IT IS
 BU1951'RECOMMENDED THAT THE STATION BE CONSIDERED LOST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1561 ***********************************************************************
 EF1561  DESIGNATION -  DEEPWATER
 EF1561  PID         -  EF1561
 EF1561  STATE/COUNTY-  AL/WINSTON
 EF1561  USGS QUAD   -  LYNN (1983)
 EF1561
 EF1561                         *CURRENT SURVEY CONTROL
 EF1561  ___________________________________________________________________
 EF1561* NAD 83(1992)-  34 00 16.89498(N)    087 35 08.89940(W)     ADJUSTED  
 EF1561* NAVD 88     -       255.     (meters)     837.     (feet)  SCALED    
 EF1561  ___________________________________________________________________
 EF1561  LAPLACE CORR-           0.30  (seconds)                    DEFLEC99
 EF1561  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 EF1561
 EF1561  HORZ ORDER  -  FIRST
 EF1561
 EF1561.The horizontal coordinates were established by classical geodetic methods
 EF1561.and adjusted by the National Geodetic Survey in December 1992..
 EF1561
 EF1561.The orthometric height was scaled from a topographic map.
 EF1561
 EF1561.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1561
 EF1561.The geoid height was determined by GEOID03.
 EF1561
 EF1561;                    North         East     Units Scale Factor Converg.
 EF1561;SPC AL W     -   444,042.323   592,073.851   MT  0.99993411   -0 02 52.8
 EF1561;UTM  16      - 3,762,830.996   445,904.762   MT  0.99963607   -0 19 39.5
 EF1561
 EF1561!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1561!SPC AL W     -   0.99996422  x   0.99993411  =   0.99989833
 EF1561!UTM  16      -   0.99996422  x   0.99963607  =   0.99960030
 EF1561
 EF1561|---------------------------------------------------------------------|
 EF1561| PID    Reference Object                     Distance      Geod. Az  |
 EF1561|                                                           dddmmss.s |
 EF1561| CG5222 DEEPWATER RM 1                       33.455 METERS 01127     |
 EF1561| DH2682 GALLOWAY                            APPROX.16.8 KM 2450829.9 |
 EF1561| CG5223 DEEPWATER RM 2                       25.850 METERS 28314     |
 EF1561| CG5221 DEEPWATER AZ MK                                    2961308.7 |
 EF1561|---------------------------------------------------------------------|
 EF1561
 EF1561                          SUPERSEDED SURVEY CONTROL
 EF1561
 EF1561  NAD 83(1986)-  34 00 16.90306(N)    087 35 08.89493(W) AD(       ) 1
 EF1561  NAD 27      -  34 00 16.52700(N)    087 35 08.82900(W) AD(       ) 1
 EF1561
 EF1561.Superseded values are not recommended for survey control.
 EF1561.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1561.See file dsdata.txt to determine how the superseded data were derived.
 EF1561
 EF1561_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4590562831(NAD 83)
 EF1561_MARKER: DS = TRIANGULATION STATION DISK
 EF1561_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1561
 EF1561  HISTORY     - Date     Condition        Report By
 EF1561  HISTORY     - 1939     MONUMENTED       CGS
 EF1561
 EF1561                          STATION DESCRIPTION
 EF1561
 EF1561'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 EF1561'THIS STATION IS LOCATED APPROXIMATELY 8 MILES AIRLINE NNW OF CARBON
 EF1561'HILL, 5.5 MILES AIRLINE NNE OF ELDRIDGE, IN THE SE 1/4 OF SEC. 16,
 EF1561'T 12 S, R 10 W, ON A HIGH FLAT HILL ON CUTOVER TIMBER LAND, THE
 EF1561'OWNER OF WHICH IS UNKNOWN.  THE MARK IS 78 YARDS ENE OF THE CENTER
 EF1561'LINE OF THE ELDRIDGE ROAD, 41 FEET SE OF THE CENTER LINE OF THE
 EF1561'WOODS ROAD, 16 FEET E OF A 6-INCH OAK TREE, AND PROJECTS 6 INCHES.
 EF1561'
 EF1561'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 EF1561'BRONZE DISKS SET IN CONCRETE.
 EF1561'
 EF1561'REFERENCE MARK NO.1 IS N OF THE WOODS ROAD, N OF THE STATION, AND
 EF1561'PROJECTS 10 INCHES.  REFERENCE MARK NO. 2 IS WNW OF THE STATION, 15
 EF1561'FEET NW OF THE CENTER LINE OF THE WOODS ROAD, 10 FEET E OF A
 EF1561'10-INCH OAK TREE, AND PROJECTS 10 INCHES.
 EF1561'
 EF1561'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE NW OF THE STATION, SET IN
 EF1561'THE WOODS, 6 FEET E OF A 14-INCH HICKORY TREE, 3 FEET S OF A 6-INCH
 EF1561'OAK TREE, AND PROJECTS 10 INCHES.
 EF1561'
 EF1561'TO REACH THE STATION FROM THE WATER TANK AND THE RAILROAD CROSSING ON
 EF1561'THE S SIDE OF HALEYVILLE, GO S ON THE GRADED GRAVEL ROAD FOR 3.7
 EF1561'MILES TO THE TOWN OF DELMAR, CONTINUE STRAIGHT AHEAD FOR 0.9 MILE TO
 EF1561'A Y, KEEP STRAIGHT AHEAD AND FOLLOW THE RAILROAD TRACKS FOR 2.9
 EF1561'MILES TO A Y, TURN L AND CONTINUE ON THE MAIN ROAD FOR 2.2 MILES TO
 EF1561'A T-ROAD L, KEEP STRAIGHT AHEAD FOR 0.75 MILE TO A Y, TURN R AND GO
 EF1561'5.8 MILES TO A CROSSROADS, TURN R AND GO 1.0 MILE TO A Y, TAKE THE L
 EF1561'FORK AND GO 0.1 MILE TO ANOTHER FORK, TAKE THE R FORK AND CONTINUE S
 EF1561'FOR 1.45 MILES TO A WOODS ROAD L JUST BEFORE GOING AROUND A SHARP
 EF1561'CURVE TO THE R, TURN L ON THE WOODS ROAD AND GO 80 YARDS TO THE
 EF1561'STATION ON THE R.
 EF1561'
 EF1561'NO OBJECTS VISIBLE FROM THE GROUND.
 EF1561'
 EF1561'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1455 ***********************************************************************
 BV1455  DESIGNATION -  DEER PARK
 BV1455  PID         -  BV1455
 BV1455  STATE/COUNTY-  AL/WASHINGTON
 BV1455  USGS QUAD   -  DEER PARK (1982)
 BV1455
 BV1455                         *CURRENT SURVEY CONTROL
 BV1455  ___________________________________________________________________
 BV1455* NAD 83(1992)-  31 11 45.91874(N)    088 16 37.02322(W)     ADJUSTED  
 BV1455* NAVD 88     -        96.     (meters)     315.     (feet)  SCALED    
 BV1455  ___________________________________________________________________
 BV1455  LAPLACE CORR-          -1.13  (seconds)                    DEFLEC99
 BV1455  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 BV1455
 BV1455  HORZ ORDER  -  SECOND
 BV1455
 BV1455.The horizontal coordinates were established by classical geodetic methods
 BV1455.and adjusted by the National Geodetic Survey in December 1992..
 BV1455
 BV1455.The orthometric height was scaled from a topographic map.
 BV1455
 BV1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1455
 BV1455.The geoid height was determined by GEOID03.
 BV1455
 BV1455;                    North         East     Units Scale Factor Converg.
 BV1455;SPC AL W     -   132,852.701   525,954.025   MT  1.00000094   -0 24 08.8
 BV1455;SPC MS E     -   188,149.566   353,025.590   MT  0.99998467   +0 17 17.5
 BV1455;SPC MS E     -   617,287.37  1,158,218.12   sFT  0.99998467   +0 17 17.5
 BV1455;UTM  16      - 3,452,036.091   378,339.988   MT  0.99978257   -0 39 41.4
 BV1455
 BV1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1455!SPC AL W     -   0.99998931  x   1.00000094  =   0.99999025
 BV1455!SPC MS E     -   0.99998931  x   0.99998467  =   0.99997398
 BV1455!UTM  16      -   0.99998931  x   0.99978257  =   0.99977188
 BV1455
 BV1455:                Primary Azimuth Mark                     Grid Az
 BV1455:SPC AL W     -  CITRONELLE MUNICIPAL TANK                157 14 42.9
 BV1455:SPC MS E     -  CITRONELLE MUNICIPAL TANK                156 33 16.6
 BV1455:UTM  16      -  CITRONELLE MUNICIPAL TANK                157 30 15.5
 BV1455
 BV1455|---------------------------------------------------------------------|
 BV1455| PID    Reference Object                     Distance      Geod. Az  |
 BV1455|                                                           dddmmss.s |
 BV1455| BV1452 CITRONELLE MUNICIPAL TANK           APPROX.12.4 KM 1565034.1 |
 BV1455| BV1456 TT 3 HO                             APPROX. 1.7 KM 1860404.9 |
 BV1455| CF9544 DEER PARK RM 1                       21.797 METERS 20857     |
 BV1455| CF9545 DEER PARK RM 2                       28.274 METERS 33621     |
 BV1455|---------------------------------------------------------------------|
 BV1455
 BV1455                          SUPERSEDED SURVEY CONTROL
 BV1455
 BV1455  NAD 83(1986)-  31 11 45.93449(N)    088 16 37.02449(W) AD(       ) 2
 BV1455  NAD 27      -  31 11 45.30000(N)    088 16 36.98400(W) AD(       ) 2
 BV1455
 BV1455.Superseded values are not recommended for survey control.
 BV1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1455.See file dsdata.txt to determine how the superseded data were derived.
 BV1455
 BV1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV7834052036(NAD 83)
 BV1455_MARKER: DS = TRIANGULATION STATION DISK
 BV1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1455
 BV1455  HISTORY     - Date     Condition        Report By
 BV1455  HISTORY     - 1943     MONUMENTED       CGS
 BV1455  HISTORY     - 1969     GOOD             CGS
 BV1455
 BV1455                          STATION DESCRIPTION
 BV1455
 BV1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1455'STATION IS LOCATED ABOUT 7.5 MILES N OF CITRONELLE AND ABOUT 3.0
 BV1455'MILES (AIR LINE) SE OF DEER PARK, ALABAMA. THE MARK IS SET ON THE
 BV1455'SUMMIT OF AN OAK COVERED HILL WHICH IS 0.85 MILE E OF U.S. HIGHWAY
 BV1455'45. A STANDARD REFERENCE POST WAS PLACED 6.2 FEET N OF THE STATION
 BV1455'MARK. THE STATION DISK IS STAMPED DEER PARK 1943.
 BV1455'
 BV1455'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 BV1455'CONCRETE.
 BV1455'
 BV1455'REFERENCE MARK NO. 1 IS 71.51 FEET SW OF THE STATION. THE
 BV1455'DISK IS STAMPED DEER PARK NO.1 1943.
 BV1455'
 BV1455'REFERENCE MARK NO.2 IS 92.76 FEET NNW OF THE STATION. THE DISK IS
 BV1455'STAMPED DEER PARK NO.2 1943.
 BV1455'
 BV1455'TT 3 HO (USGS) 1941 WAS USED FOR AN AZIMUTH MARK TO THE STATION.
 BV1455'THE DISK IS A U.S. GEOLOGICAL BENCH MARK SET IN A 6- BY 6-INCH
 BV1455'CONCRETE POST. THIS MARK IS APPROXIMATELY 1.0 MILE S OF THE
 BV1455'STATION, 67 FEET W OF U.S. HIGHWAY 45, 19.0 FEET N OF A TELEPHONE
 BV1455'POLE AND 3.0 FEET W OF A STANDARD REFERENCE POST. THE DISK IS
 BV1455'STAMPED TT 3 HO 1941 AND 199 FT. ABOVE SEA LEVEL.
 BV1455'
 BV1455'TO REACH THE STATION FROM THE NW CORNER OF THE SCHOOL GROUNDS IN
 BV1455'CITRONELLE GO N ON U.S. HIGHWAY 45 FOR 6.55 MILES TO THE AZIMUTH
 BV1455'MARK (TT 3 HO U.S.G.S. 1941) ON THE LEFT. THEN CONTINUE N FOR 0.9
 BV1455'MILE TO A DIRT T-ROAD RIGHT. TURN RIGHT AND FOLLOW THE WOODS ROAD
 BV1455'FOR 0.8 MILE TO THE SUMMIT OF THE HILL AND A TRIANGULAR BLAZE ON
 BV1455'THE LEFT. TURN SHARP LEFT FOR 0.05 MILE TO THE STATION ON THE
 BV1455'LEFT.
 BV1455'
 BV1455'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BV1455
 BV1455                          STATION RECOVERY (1969)
 BV1455
 BV1455'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (HPF)
 BV1455'STATION AND REF. MKS. AND AZ. MK. FOUND IN GOOD CONDITION.
 BV1455'
 BV1455'STA. IN TIMBER - X PANEL.  TIMBER NEEDS CLEARING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2031 ***********************************************************************
 BH2031  DESIGNATION -  DEES
 BH2031  PID         -  BH2031
 BH2031  STATE/COUNTY-  AL/MOBILE
 BH2031  USGS QUAD   -  ST ELMO (1982)
 BH2031
 BH2031                         *CURRENT SURVEY CONTROL
 BH2031  ___________________________________________________________________
 BH2031* NAD 83(1992)-  30 33 56.40431(N)    088 20 34.73260(W)     ADJUSTED  
 BH2031* NAVD 88     -        38.     (meters)     125.     (feet)  SCALED    
 BH2031  ___________________________________________________________________
 BH2031  LAPLACE CORR-           0.72  (seconds)                    DEFLEC99
 BH2031  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH2031
 BH2031  HORZ ORDER  -  FIRST
 BH2031
 BH2031.The horizontal coordinates were established by classical geodetic methods
 BH2031.and adjusted by the National Geodetic Survey in May 1994..
 BH2031
 BH2031.The orthometric height was scaled from a topographic map.
 BH2031
 BH2031.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2031
 BH2031.The geoid height was determined by GEOID03.
 BH2031
 BH2031;                    North         East     Units Scale Factor Converg.
 BH2031;SPC AL W     -    63,006.721   519,133.089   MT  1.00001398   -0 25 43.3
 BH2031;SPC MS E     -   118,228.948   347,039.546   MT  0.99997729   +0 14 57.7
 BH2031;SPC MS E     -   387,889.47  1,138,578.91   sFT  0.99997729   +0 14 57.7
 BH2031;UTM  16      - 3,382,236.302   371,207.727   MT  0.99980463   -0 40 58.9
 BH2031
 BH2031!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2031!SPC AL W     -   0.99999851  x   1.00001398  =   1.00001249
 BH2031!SPC MS E     -   0.99999851  x   0.99997729  =   0.99997580
 BH2031!UTM  16      -   0.99999851  x   0.99980463  =   0.99980314
 BH2031
 BH2031|---------------------------------------------------------------------|
 BH2031| PID    Reference Object                     Distance      Geod. Az  |
 BH2031|                                                           dddmmss.s |
 BH2031| BH2033 DEES AZ MK                          243.908 METERS 06644     |
 BH2031| BH0109 ST ELMO 2                           APPROX.13.6 KM 1165923.7 |
 BH2031| DD7836 DEES RM 3                                          15356     |
 BH2031| DD7834 DEES RM 1                            94.061 METERS 20911     |
 BH2031| DD7837 DEES RM 4                                          24114     |
 BH2031| DD7835 DEES RM 2                            41.681 METERS 24839     |
 BH2031|---------------------------------------------------------------------|
 BH2031
 BH2031                          SUPERSEDED SURVEY CONTROL
 BH2031
 BH2031  NAD 83(1992)-  30 33 56.40444(N)    088 20 34.73232(W) AD(       ) 1
 BH2031  NAD 83(1986)-  30 33 56.42741(N)    088 20 34.73517(W) AD(       ) 1
 BH2031  NAD 27      -  30 33 55.72000(N)    088 20 34.70600(W) AD(       ) 1
 BH2031
 BH2031.Superseded values are not recommended for survey control.
 BH2031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2031.See file dsdata.txt to determine how the superseded data were derived.
 BH2031
 BH2031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7120882236(NAD 83)
 BH2031_MARKER: DS = TRIANGULATION STATION DISK
 BH2031_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2031
 BH2031  HISTORY     - Date     Condition        Report By
 BH2031  HISTORY     - 1930     MONUMENTED       CGS
 BH2031  HISTORY     - 1939     GOOD             CGS
 BH2031  HISTORY     - 1940     GOOD             CGS
 BH2031  HISTORY     - 1978     MARK NOT FOUND   USGS
 BH2031
 BH2031                          STATION DESCRIPTION
 BH2031
 BH2031'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (FLG)
 BH2031'STATION IS ABOUT 6 MILES N OF GRAND BAY AND 1 MILE S OF UNION CENTER
 BH2031'CHURCH ON E SIDE OF GRAND BAY-WILMER GRAVELED ROAD AND DIRECTLY
 BH2031'OPPOSITE THE BRICK STORE BELONGING TO CHAS. DEES.  THE STATION IS
 BH2031'ABOUT 50 YARDS E OF THE STORE IN THE LINE OF THE FENCE WHICH CUTS OFF
 BH2031'A SMALL TRIANGULAR PLOT BETWEEN THE ROAD LEADING TO WILMER AND THE
 BH2031'ONE LEADING NE TO DAWES, AND ABOUT MIDWAY BETWEEN THE END POSTS.  A
 BH2031'FILLING STATION IS TO BE ERECTED ON THIS PLOT, BUT MARK WILL NOT BE
 BH2031'DISTRUBED.  MARK FLUSH.
 BH2031'
 BH2031'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2031'SET IN CONCRETE.
 BH2031'
 BH2031'REFERENCE MARK NO. 1 IS IN THE NE CORNER OF A PECAN GROVE W OF THE
 BH2031'WILMER ROAD AND S OF THE DAWES ROAD.  IT IS 6 FEET W OF THE NW
 BH2031'TREE AND 46 FEET W OF THE CENTER OF THE WILMER ROAD. IT IS ABOUT 125
 BH2031'FEET S OF THE DAWES ROAD.
 BH2031'
 BH2031'REFERENCE MARK NO. 2 IS 6 FEET W AND 1 FOOT N OF THE NE CORNER OF MR.
 BH2031'DEES STORE.
 BH2031'
 BH2031'HEIGHT OF SIGNAL ABOVE STATION MARK - 34 METERS.
 BH2031
 BH2031                          STATION RECOVERY (1939)
 BH2031
 BH2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (JWM)
 BH2031'RECOVERED AS DESCRIBED, IN GOOD CONDITION.
 BH2031
 BH2031                          STATION RECOVERY (1940)
 BH2031
 BH2031'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1940 (LHB)
 BH2031'THE ORIGINAL DESCRIPTION IS GOOD AND ALL MARKS WERE RECOVERED IN GOOD
 BH2031'CONDITION.
 BH2031
 BH2031                          STATION RECOVERY (1978)
 BH2031
 BH2031'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1978 (JLF)
 BH2031'A THOROUGH SEARCH OF THE AREAS DESCRIBED FAILED TO SHOW ANY TRACE
 BH2031'OF THE STATION MARK OR REFERENCE MARK NO. 1.  REFERENCE MARK NO. 2
 BH2031'WAS FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2033 ***********************************************************************
 BH2033  DESIGNATION -  DEES AZ MK
 BH2033  PID         -  BH2033
 BH2033  STATE/COUNTY-  AL/MOBILE
 BH2033  USGS QUAD   -  ST ELMO (1982)
 BH2033
 BH2033                         *CURRENT SURVEY CONTROL
 BH2033  ___________________________________________________________________
 BH2033* NAD 83(1992)-  30 33 59.53292(N)    088 20 26.32410(W)     ADJUSTED  
 BH2033* NAVD 88     -        37.8    (meters)     124.     (feet)  VERTCON   
 BH2033  ___________________________________________________________________
 BH2033  X           -     159,165.691 (meters)                     COMP
 BH2033  Y           -  -5,494,288.892 (meters)                     COMP
 BH2033  Z           -   3,224,612.790 (meters)                     COMP
 BH2033  LAPLACE CORR-           0.71  (seconds)                    DEFLEC99
 BH2033  ELLIP HEIGHT-           9.27  (meters)          (07/29/02) GPS OBS
 BH2033  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH2033
 BH2033  HORZ ORDER  -  FIRST
 BH2033  ELLP ORDER  -  FOURTH    CLASS I
 BH2033
 BH2033.The horizontal coordinates were established by GPS observations
 BH2033.and adjusted by the National Geodetic Survey in December 1992..
 BH2033
 BH2033.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2033.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2033
 BH2033.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BH2033
 BH2033.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2033
 BH2033.The ellipsoidal height was determined by GPS observations
 BH2033.and is referenced to NAD 83.
 BH2033
 BH2033.The geoid height was determined by GEOID03.
 BH2033
 BH2033;                    North         East     Units Scale Factor Converg.
 BH2033;SPC AL W     -    63,101.390   519,357.878   MT  1.00001353   -0 25 39.1
 BH2033;SPC MS E     -   118,326.268   347,263.191   MT  0.99997755   +0 15 02.0
 BH2033;SPC MS E     -   388,208.76  1,139,312.65   sFT  0.99997755   +0 15 02.0
 BH2033;UTM  16      - 3,382,329.953   371,432.887   MT  0.99980391   -0 40 54.7
 BH2033
 BH2033!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2033!SPC AL W     -   0.99999854  x   1.00001353  =   1.00001207
 BH2033!SPC MS E     -   0.99999854  x   0.99997755  =   0.99997609
 BH2033!UTM  16      -   0.99999854  x   0.99980391  =   0.99980245
 BH2033
 BH2033                          SUPERSEDED SURVEY CONTROL
 BH2033
 BH2033  ELLIP H (01/21/93)    9.31   (m)                       GP(       ) 4 2
 BH2033  ELLIP H (12/04/92)    9.31   (m)                       GP(       ) 4 1
 BH2033  NAD 83(1986)-  30 33 59.55596(N)    088 20 26.32679(W) AD(       ) 3
 BH2033  NAD 27      -  30 33 58.84864(N)    088 20 26.29784(W) AD(       ) 3
 BH2033  NGVD 29 (12/04/92)   37.8    (m)          124.     (f) GPS OBS        
 BH2033
 BH2033.Superseded values are not recommended for survey control.
 BH2033.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2033.See file dsdata.txt to determine how the superseded data were derived.
 BH2033
 BH2033_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7143382330(NAD 83)
 BH2033_MARKER: DZ = AZIMUTH MARK DISK
 BH2033_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2033_SP_SET: CONCRETE POST
 BH2033_STAMPING: DEES 1930 1979
 BH2033_MARK LOGO: NGS   
 BH2033_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2033_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2033+STABILITY: SURFACE MOTION
 BH2033_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2033+SATELLITE: SATELLITE OBSERVATIONS - April 03, 1991
 BH2033
 BH2033  HISTORY     - Date     Condition        Report By
 BH2033  HISTORY     - 1979     MONUMENTED       NGS
 BH2033  HISTORY     - 1979     GOOD             NGS
 BH2033  HISTORY     - 19910403 GOOD             ALHD
 BH2033
 BH2033                          STATION DESCRIPTION
 BH2033
 BH2033'DESCRIBED BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BH2033'STATION IS A STANDARD DISK, STAMPED--DEES 1930 1979--SET IN TOP
 BH2033'OF ROUND CONCRETE POST FLUSH WITH THE GROUND.  IT IS 40.0 FEET SOUTH
 BH2033'OF THE CENTER OF EAST-WEST ROAD, 2.3 FEET WEST OF A POWER POLE, 1
 BH2033'FOOT NORTH OF A FENCE LINE AND 0.1 FOOT NORTH OF A METAL WITNESS
 BH2033'POST AND SIGN.
 BH2033'
 BH2033'STATION IS LOCATED ABOUT 6 MILES NORTH OF GRAND BAY, 4.8 MILES
 BH2033'NORTH OF INTERSTATE HIGHWAY 10 AND 1.0 MILES SOUTH UNION CENTER
 BH2033'CHURCH.
 BH2033'
 BH2033'TO REACH FROM THE GRAND BAY EXIT ON INTERSTATE HIGHWAY 10 (FIRST
 BH2033'EXIT EAST OF THE MISSISSIPPI STATE LINE), GO NORTH ON PAVED ROAD FOR
 BH2033'4.8 MILES TO A PAVED CROSSROAD AND STATION DEES IN THE NORTHEAST
 BH2033'ANGLE OF INTERSECTION.  TO REACH THE AZIMUTH MARK FROM STATION DEES,
 BH2033'GO EAST ON PAVED ROAD FOR 0.15 MILE TO MARK ON THE RIGHT.
 BH2033
 BH2033                          STATION RECOVERY (1979)
 BH2033
 BH2033'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979
 BH2033'RECOVERED IN GOOD CONDITION.
 BH2033
 BH2033                          STATION RECOVERY (1991)
 BH2033
 BH2033'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH2033'THE STATION IS LOCATED IN MOBILE COUNTY ON THE SOUTHEAST RIGHT OF WAY
 BH2033'OF MOBILE COUNTY ROAD NO. 33 (DAWES ROAD), ABOUT 6.00 MI (9.66 KM)
 BH2033'NORTH OF GRAND BAY AND ABOUT 10.00 MI (16.09 KM) WEST OF THEODORE.
 BH2033'TO REACH THE STATION FROM EXIT 4 ON I-10, DRIVE NORTH ON MOBILE COUNTY
 BH2033'ROAD NO. 11 (GRAND BAY - WILMER ROAD) FOR 5.00 MI (8.05 KM) TO A
 BH2033'PAVED CROSS ROADS AT A FOUR WAY STOP AND A CAUTION LIGHT WITH MOBILE
 BH2033'COUNTY ROAD NO. 33 (DAWES ROAD) LEFT AND RIGHT, TURN RIGHT ON MOBILE
 BH2033'COUNTY ROAD NO. 33 (DAWES ROAD) AND DRIVE EAST FOR 0.15 MI (0.24 KM)
 BH2033'TO THE STATION ON THE RIGHT.
 BH2033'THE STATION IS 4.0 FT (1.2 M) SOUTHWEST OF A POWER POLE, 40.0 FT
 BH2033'(12.2 M) SOUTHEAST OF THE CENTERLINE OF MOBILE COUNTY ROAD NO. 33
 BH2033'(DAWES ROAD), 0.8 FT (0.2 M) NORTHWEST OF A METAL WITNESS POST, AND
 BH2033'SET FLUSH WITH THE GROUND.
 BH2033'TRIANGULATION STATION DEES RESET MAY BE USED AS AN AZIMUTH FOR THIS
 BH2033'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1698 ***********************************************************************
 DG1698  DESIGNATION -  DELTA AZ MK
 DG1698  PID         -  DG1698
 DG1698  STATE/COUNTY-  AL/CLAY
 DG1698  USGS QUAD   -  DELTA (1983)
 DG1698
 DG1698                         *CURRENT SURVEY CONTROL
 DG1698  ___________________________________________________________________
 DG1698* NAD 83(1992)-  33 23 36.10943(N)    085 41 32.81529(W)     ADJUSTED  
 DG1698* NAVD 88     -       335.357  (meters)    1100.25   (feet)  ADJUSTED  
 DG1698  ___________________________________________________________________
 DG1698  X           -     400,400.517 (meters)                     COMP
 DG1698  Y           -  -5,315,785.965 (meters)                     COMP
 DG1698  Z           -   3,490,634.364 (meters)                     COMP
 DG1698  LAPLACE CORR-          -1.09  (seconds)                    DEFLEC99
 DG1698  ELLIP HEIGHT-         306.61  (meters)          (07/29/02) GPS OBS
 DG1698  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG1698  DYNAMIC HT  -         334.983 (meters)    1099.02  (feet)  COMP
 DG1698  MODELED GRAV-     979,510.9   (mgal)                       NAVD 88
 DG1698
 DG1698  HORZ ORDER  -  FIRST
 DG1698  VERT ORDER  -  SECOND    CLASS 0
 DG1698  ELLP ORDER  -  FOURTH    CLASS I
 DG1698
 DG1698.The horizontal coordinates were established by GPS observations
 DG1698.and adjusted by the National Geodetic Survey in September 1993..
 DG1698
 DG1698.The orthometric height was determined by differential leveling
 DG1698.and adjusted by the National Geodetic Survey in June 1991..
 DG1698
 DG1698.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG1698
 DG1698.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG1698
 DG1698.The ellipsoidal height was determined by GPS observations
 DG1698.and is referenced to NAD 83.
 DG1698
 DG1698.The geoid height was determined by GEOID03.
 DG1698
 DG1698.The dynamic height is computed by dividing the NAVD 88
 DG1698.geopotential number by the normal gravity value computed on the
 DG1698.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1698.degrees latitude (g = 980.6199 gals.).
 DG1698
 DG1698.The modeled gravity was interpolated from observed gravity values.
 DG1698
 DG1698;                    North         East     Units Scale Factor Converg.
 DG1698;SPC AL E     -   320,829.516   213,106.869   MT  0.99996212   +0 04 39.1
 DG1698;UTM  16      - 3,695,660.446   621,605.293   MT  0.99978232   +0 43 11.1
 DG1698
 DG1698!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG1698!SPC AL E     -   0.99995187  x   0.99996212  =   0.99991399
 DG1698!UTM  16      -   0.99995187  x   0.99978232  =   0.99973420
 DG1698
 DG1698:                Primary Azimuth Mark                     Grid Az
 DG1698:SPC AL E     -  DELTA RESET                              356 56 20.2
 DG1698:UTM  16      -  DELTA RESET                              356 17 48.2
 DG1698
 DG1698|---------------------------------------------------------------------|
 DG1698| PID    Reference Object                     Distance      Geod. Az  |
 DG1698|                                                           dddmmss.s |
 DG1698| DG3708 DELTA RESET                         APPROX. 0.9 KM 3570059.3 |
 DG1698|---------------------------------------------------------------------|
 DG1698
 DG1698                          SUPERSEDED SURVEY CONTROL
 DG1698
 DG1698  ELLIP H (09/27/93)  306.71   (m)                       GP(       ) 4 1
 DG1698  NAVD 88 (09/27/93)  335.36   (m)         1100.3    (f) LEVELING    3  
 DG1698  NGVD 29 (??/??/92)  335.28   (m)         1100.0    (f) COMPUTED    2 0
 DG1698
 DG1698.Superseded values are not recommended for survey control.
 DG1698.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1698.See file dsdata.txt to determine how the superseded data were derived.
 DG1698
 DG1698_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2160595660(NAD 83)
 DG1698_MARKER: DZ = AZIMUTH MARK DISK
 DG1698_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1698_SP_SET: CONCRETE POST
 DG1698_STAMPING: DELTA 1941
 DG1698_MARK LOGO: CGS   
 DG1698_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG1698_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1698+STABILITY: SURFACE MOTION
 DG1698_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG1698+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 DG1698
 DG1698  HISTORY     - Date     Condition        Report By
 DG1698  HISTORY     - 1941     MONUMENTED       CGS
 DG1698  HISTORY     - 1948     GOOD             NGS
 DG1698  HISTORY     - 19920211 GOOD             ALHD
 DG1698  HISTORY     - 20040901 GOOD             JCLS
 DG1698
 DG1698                          STATION DESCRIPTION
 DG1698
 DG1698'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1698'3.2 MI SW FROM DELTA.
 DG1698'ABOUT 3.2 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE SCHOOL AT
 DG1698'DELTA, ABOUT 2.85 MILES NORTHEAST ALONG THE HIGHWAY FROM THE
 DG1698'SCHOOL AT BARFIELD, ABOUT 1.1 MILES NORTHEAST OF THE BRIDGE OVER
 DG1698'MAD INDIAN CREEK, ABOUT 0.12 MILE NORTH OF THE JUNCTION OF A ROAD
 DG1698'EAST, AT THE CROSSING OF A NORTHWEST-SOUTHEAST POWER TRANSMISSION
 DG1698'LINE, 60 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, 9 FEET
 DG1698'SOUTHWEST OF THE CENTER WIRE OF THE POWER LINE, 46 FEET
 DG1698'NORTH-NORTHWEST OF THE SOUTHWEST POLE OF POWER LINE, 80 FEET SOUTH
 DG1698'OF HIGHWAY R/W MARKER POST NO. P.O.T. 376+22.6, 11 FEET EAST
 DG1698'OF A WHITE WOODEN WITNESS POST, 5.5 FEET ABOVE THE HIGHWAY AND
 DG1698'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DG1698
 DG1698                          STATION RECOVERY (1992)
 DG1698
 DG1698'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG1698'THE STATION IS LOCATED IN CLAY COUNTY ON PROPERTY OWNED BY MR. STEDMAN
 DG1698'BROWNING, ABOUT 3.20 MI (5.15 KM) SOUTH OF DELTA AND ABOUT 6.70 MI
 DG1698'(10.78 KM) NORTHEAST OF LINEVILLE.
 DG1698'TO REACH THE STATION FROM THE JUNCTION OF ALA 9 AND ALA 48 (MILE POST
 DG1698'189.60 ON ALA 9 AND MILE POST 0 ON ALA 48) AT A TRAFFIC LIGHT IN
 DG1698'LINEVILLE, DRIVE NORTHEAST ON ALA 9 FOR 6.50 MI (10.46 KM) TO MILE
 DG1698'POST 196.10 AND THE STATION ON THE RIGHT.
 DG1698'THE STATION IS 2.6 FT (0.8 M) EAST OF A WHITE BOARD FENCE, 28.5 FT
 DG1698'(8.7 M) NORTH OF THE SOUTH END OF THE WHITE BOARD FENCE, 30.5 FT
 DG1698'(9.3 M) NORTH OF A FENCE JUNCTION, 31.9 FT (9.7 M) NORTH-NORTHEAST OF
 DG1698'A TELEPHONE CABLE POLE, 46.2 FT (14.1 M) NORTH-NORTHWEST OF THE WEST
 DG1698'POLE OF A TWO POLE HIGH VOLTAGE POWER LINE BENT, 47.6 FT (14.5 M)
 DG1698'NORTHWEST OF THE EAST POLE OF A TWO POLE HIGH VOLTAGE POWER LINE BENT,
 DG1698'60.1 FT (18.3 M) EAST OF THE CENTERLINE OF ALA 9, 80.5 FT (24.5 M)
 DG1698'SOUTH OF THE CORNER OF THE WHITE BOARD FENCE SOUTH OF A CONCRETE
 DG1698'DRIVEWAY, 91.0 FT (27.7 M) SOUTH OF THE CENTER OF A CONCRETE
 DG1698'DRIVEWAY, 1.2 FT (0.4 M) EAST OF A METAL WITNESS POST AND SIGN, AND
 DG1698'PROJECTS THREE INCHES.
 DG1698'TRIANGULATION STATION DELTA 1941 1990 MAY BE USED AS AN AZIMUTH FOR
 DG1698'THIS STATION.
 DG1698'ELEVATION 1100.004 FEET (335.282 M) OR 335.282 METERS.
 DG1698'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY,
 DG1698'MR. STEDMAN BROWNING, RT. 0, BOX 00, LINEVILLE, ALABAMA 36266, PHONE
 DG1698'205-488-5503.
 DG1698
 DG1698                          STATION RECOVERY (2004)
 DG1698
 DG1698'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 DG1698'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3708 ***********************************************************************
 DG3708  DESIGNATION -  DELTA RESET
 DG3708  PID         -  DG3708
 DG3708  STATE/COUNTY-  AL/CLAY
 DG3708  USGS QUAD   -  DELTA (1983)
 DG3708
 DG3708                         *CURRENT SURVEY CONTROL
 DG3708  ___________________________________________________________________
 DG3708* NAD 83(1992)-  33 24 03.99363(N)    085 41 34.54798(W)     ADJUSTED  
 DG3708* NAVD 88     -       355.68   (meters)    1166.9    (feet)  N HEIGHT  
 DG3708  ___________________________________________________________________
 DG3708  X           -     400,321.623 (meters)                     COMP
 DG3708  Y           -  -5,315,334.703 (meters)                     COMP
 DG3708  Z           -   3,491,362.818 (meters)                     COMP
 DG3708  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DG3708  ELLIP HEIGHT-         326.95  (meters)          (07/29/02) GPS OBS
 DG3708  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG3708  DYNAMIC HT  -         355.29  (meters)    1165.6   (feet)  COMP
 DG3708  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DG3708
 DG3708  HORZ ORDER  -  FIRST
 DG3708  VERT ORDER  -  THIRD
 DG3708  ELLP ORDER  -  FOURTH    CLASS I
 DG3708
 DG3708.The horizontal coordinates were established by GPS observations
 DG3708.and adjusted by the National Geodetic Survey in September 1997..
 DG3708
 DG3708.The orthometric height was determined by differential leveling
 DG3708.and adjusted by the National Geodetic Survey in September 1998..
 DG3708.The height was determined by precise leveling from only one NSRS
 DG3708.bench mark.  This was not adequate "tie leveling" to NSRS and was
 DG3708.allowed ONLY to validate the GPS-derived height.
 DG3708
 DG3708.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG3708
 DG3708.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3708
 DG3708.The ellipsoidal height was determined by GPS observations
 DG3708.and is referenced to NAD 83.
 DG3708
 DG3708.The geoid height was determined by GEOID03.
 DG3708
 DG3708.The dynamic height is computed by dividing the NAVD 88
 DG3708.geopotential number by the normal gravity value computed on the
 DG3708.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG3708.degrees latitude (g = 980.6199 gals.).
 DG3708
 DG3708.The modeled gravity was interpolated from observed gravity values.
 DG3708
 DG3708;                    North         East     Units Scale Factor Converg.
 DG3708;SPC AL E     -   321,688.500   213,060.934   MT  0.99996210   +0 04 38.3
 DG3708;UTM  16      - 3,696,518.707   621,549.741   MT  0.99978215   +0 43 10.7
 DG3708
 DG3708!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3708!SPC AL E     -   0.99994867  x   0.99996210  =   0.99991078
 DG3708!UTM  16      -   0.99994867  x   0.99978215  =   0.99973083
 DG3708
 DG3708|---------------------------------------------------------------------|
 DG3708| PID    Reference Object                     Distance      Geod. Az  |
 DG3708|                                                           dddmmss.s |
 DG3708| DG1699 DELTA RM 2                           34.412 METERS 10107     |
 DG3708| DG1698 DELTA AZ MK                         APPROX. 0.9 KM 1770058.4 |
 DG3708| DG1701 DELTA RM 1                           39.244 METERS 35423     |
 DG3708|---------------------------------------------------------------------|
 DG3708
 DG3708                          SUPERSEDED SURVEY CONTROL
 DG3708
 DG3708  NAD 83(1992)-  33 24 03.99372(N)    085 41 34.54810(W) AD(       ) 1
 DG3708  ELLIP H (12/04/92)  327.05   (m)                       GP(       ) 4 1
 DG3708  NAD 83(1986)-  33 24 03.99817(N)    085 41 34.54341(W) AD(       ) 1
 DG3708  NAD 27      -  33 24 03.59600(N)    085 41 34.69100(W) AD(       ) 1
 DG3708  NGVD 29 (??/??/??)  355.61   (m)         1166.7    (f) N HEIGHT    3  
 DG3708
 DG3708.Superseded values are not recommended for survey control.
 DG3708.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3708.See file dsdata.txt to determine how the superseded data were derived.
 DG3708
 DG3708_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2155096519(NAD 83)
 DG3708_MARKER: DH = HORIZONTAL CONTROL DISK
 DG3708_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3708_SP_SET: CONCRETE POST
 DG3708_STAMPING: DELTA 1941 1990
 DG3708_MARK LOGO: ALHD  
 DG3708_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DG3708_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG3708+STABILITY: SURFACE MOTION
 DG3708_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG3708+SATELLITE: SATELLITE OBSERVATIONS - July 01, 1992
 DG3708
 DG3708  HISTORY     - Date     Condition        Report By
 DG3708  HISTORY     - 1990     MONUMENTED       ALHD
 DG3708  HISTORY     - 19910701 GOOD             ALHD
 DG3708  HISTORY     - 19920701 GOOD             ALHD
 DG3708
 DG3708                          STATION DESCRIPTION
 DG3708
 DG3708'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG3708'THE STATION IS LOCATED IN CLAY COUNTY ON THE WEST RIGHT OF WAY OF ALA
 DG3708'9, ABOUT 11.43 KM (7.10 MI) NORTH - NORTHEAST OF LINEVILLE AND ABOUT
 DG3708'19.15 KM (11.90 MI) NORTHEAST OF ASHLAND.
 DG3708'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 9, MILE
 DG3708'POST 206.80 ON ALA 9, AT HOLLIS CROSSROADS, DRIVE SOUTHWEST ON ALA 9
 DG3708'FOR 16.42 KM (10.20 MI) TO MILE POST 196.60 AND THE STATION ON THE
 DG3708'RIGHT.
 DG3708'THE STATION IS 1.83 M (6.00 FT) EAST OF A BARBED WIRE FENCE ON WOOD
 DG3708'POSTS, 3.35 M (10.99 FT) WEST OF THE CREST OF A FIFTEEN FOOT
 DG3708'BACKSLOPE, 16.61 M (54.49 FT) WEST OF THE CENTERLINE OF ALA 9, 1.65 M
 DG3708'(5.41 FT) EAST OF A METAL WITNESS POST AND SIGN, 1.69 M (5.54 FT)
 DG3708'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3708'DELTA AZIMUTH 1941 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3708
 DG3708                          STATION RECOVERY (1991)
 DG3708
 DG3708'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 DG3708'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DG3708'THE STATION IS LOCATED IN CLAY COUNTY ON THE WEST RIGHT OF WAY OF ALA
 DG3708'9, ABOUT 11.43 KM (7.10 MI) NORTH-NORTHEAST OF LINEVILLE AND ABOUT
 DG3708'19.15 KM (11.90 MI) NORTHEAST OF ASHLAND.
 DG3708'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 9, MILE
 DG3708'POST 206.80 ON ALA 9, AT HOLLIS CROSSROADS, DRIVE SOUTHWEST ON ALA 9
 DG3708'FOR 16.42 KM (10.20 MI) TO MILE POST 196.60 AND THE STATION ON THE
 DG3708'RIGHT.
 DG3708'THE STATION IS 1.83 M (6.00 FT) EAST OF A BARBED WIRE FENCE ON WOOD
 DG3708'POSTS, 3.35 M (10.99 FT) WEST OF THE CREST OF A FIFTEEN FOOT
 DG3708'BACKSLOPE, 16.61 M (54.49 FT) WEST OF THE CENTERLINE OF ALA 9, 1.65 M
 DG3708'(5.41 FT) EAST OF A METAL WITNESS POST AND SIGN, 1.69 M (5.54 FT)
 DG3708'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3708'DELTA AZIMUTH 1941 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 DG3708
 DG3708                          STATION RECOVERY (1992)
 DG3708
 DG3708'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 DG3708'THE STATION WAS RECOVERED IN GOOD CONDITION.
 DG3708'THE STATION IS LOCATED IN CLAY COUNTY ON THE WEST RIGHT OF WAY OF ALA
 DG3708'9, ABOUT 11.43 KM (7.10 MI) NORTH-NORTHEAST OF LINEVILLE AND ABOUT
 DG3708'19.15 KM (11.90 MI) NORTHEAST OF ASHLAND.
 DG3708'TO REACH THE STATION FROM THE JUNCTION OF U.S. 431 AND ALA 9, MILE
 DG3708'POST 206.80 ON ALA 9, AT HOLLIS CROSSROADS, DRIVE SOUTHWEST ON ALA 9
 DG3708'FOR 16.42 KM (10.20 MI) TO MILE POST 196.60 AND THE STATION ON THE
 DG3708'RIGHT.
 DG3708'THE STATION IS 1.83 M (6.00 FT) EAST OF A BARBED WIRE FENCE ON WOOD
 DG3708'POSTS, 3.35 M (10.99 FT) WEST OF THE CREST OF A FIFTEEN FOOT
 DG3708'BACKSLOPE, 16.61 M (54.49 FT) WEST OF THE CENTERLINE OF ALA 9, 1.65 M
 DG3708'(5.41 FT) EAST OF A METAL WITNESS POST AND SIGN, 1.69 M (5.54 FT)
 DG3708'EAST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 DG3708'DELTA AZ MK 1941 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1701 ***********************************************************************
 DG1701  DESIGNATION -  DELTA RM 1
 DG1701  PID         -  DG1701
 DG1701  STATE/COUNTY-  AL/CLAY
 DG1701  USGS QUAD   -  DELTA (1983)
 DG1701
 DG1701                         *CURRENT SURVEY CONTROL
 DG1701  ___________________________________________________________________
 DG1701* NAD 83(1992)-  33 24 05.26132(N)    085 41 34.69653(W)     ADJUSTED  
 DG1701* NAVD 88     -       353.049  (meters)    1158.29   (feet)  ADJUSTED  
 DG1701  ___________________________________________________________________
 DG1701  LAPLACE CORR-          -1.06  (seconds)                    DEFLEC99
 DG1701  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1701  DYNAMIC HT  -         352.656 (meters)    1157.01  (feet)  COMP
 DG1701  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 DG1701
 DG1701  HORZ ORDER  -  SECOND
 DG1701  VERT ORDER  -  SECOND    CLASS 0
 DG1701
 DG1701.The horizontal coordinates were established by classical geodetic methods
 DG1701.and adjusted by the National Geodetic Survey in September 1997..
 DG1701.No horizontal observational check was made to the station.
 DG1701
 DG1701.The orthometric height was determined by differential leveling
 DG1701.and adjusted by the National Geodetic Survey in June 1991..
 DG1701
 DG1701.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG1701
 DG1701.The geoid height was determined by GEOID03.
 DG1701
 DG1701.The dynamic height is computed by dividing the NAVD 88
 DG1701.geopotential number by the normal gravity value computed on the
 DG1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1701.degrees latitude (g = 980.6199 gals.).
 DG1701
 DG1701.The modeled gravity was interpolated from observed gravity values.
 DG1701
 DG1701;                    North         East     Units Scale Factor Converg.
 DG1701;SPC AL E     -   321,727.549   213,057.042   MT  0.99996210   +0 04 38.2
 DG1701;UTM  16      - 3,696,557.703   621,545.413   MT  0.99978214   +0 43 10.6
 DG1701
 DG1701!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG1701!SPC AL E     -   0.99994909  x   0.99996210  =   0.99991119
 DG1701!UTM  16      -   0.99994909  x   0.99978214  =   0.99973124
 DG1701
 DG1701                          SUPERSEDED SURVEY CONTROL
 DG1701
 DG1701  NAD 83(1992)-  33 24 05.26141(N)    085 41 34.69665(W) AD(       ) 2
 DG1701  NAD 83(1986)-  33 24 05.27128(N)    085 41 34.69259(W) AD(       ) 2
 DG1701  NGVD 29 (??/??/92)  352.98   (m)         1158.1    (f) COMPUTED    2 0
 DG1701
 DG1701.Superseded values are not recommended for survey control.
 DG1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1701.See file dsdata.txt to determine how the superseded data were derived.
 DG1701
 DG1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB2154596558(NAD 83)
 DG1701_MARKER: DR = REFERENCE MARK DISK
 DG1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1701_SP_SET: CONCRETE POST
 DG1701_STAMPING: DELTA NO 1 1941
 DG1701_MARK LOGO: CGS   
 DG1701_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1701+STABILITY: SURFACE MOTION
 DG1701_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DG1701+SATELLITE: SATELLITE OBSERVATIONS - June 06, 1990
 DG1701
 DG1701  HISTORY     - Date     Condition        Report By
 DG1701  HISTORY     - 1941     MONUMENTED       CGS
 DG1701  HISTORY     - 1948     GOOD             NGS
 DG1701  HISTORY     - 19900426 GOOD             ALHD
 DG1701  HISTORY     - 19900606 GOOD             ALHD
 DG1701
 DG1701                          STATION DESCRIPTION
 DG1701
 DG1701'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1701'2.6 MI SW FROM DELTA.
 DG1701'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE SCHOOL
 DG1701'AT DELTA, ABOUT 0.55 MILE NORTH OF THE CROSSING OF A POWER
 DG1701'TRANSMISSION LINE, ABOUT 0.15 MILE SOUTH OF THE JUNCTION OF A
 DG1701'ROAD LEADING NORTHEAST, ABOUT 43 YARDS NORTH OF THE HIGHEST POINT
 DG1701'OF A 15-FOOT THRU CUT, IN A CULTIVATED FIELD, 64.5 FEET WEST
 DG1701'OF THE CENTER LINE OF THE HIGHWAY, 128.8 FEET NORTH OF THE STATION
 DG1701'MARK, 157 FEET NORTH OF HIGHWAY R/W MARKER POST NO. 403+35.2,
 DG1701'194 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM R.M. NO. 1, 24
 DG1701'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 7 FEET ABOVE THE
 DG1701'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DG1701
 DG1701                          STATION RECOVERY (1990)
 DG1701
 DG1701'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG1701'THE STATION IS LOCATED IN CLAY COUNTY ON THE WEST RIGHT OF WAY OF ALA
 DG1701'9, ABOUT 11.43 KM (7.10 MI) NORTH - NORTHEAST OF LINEVILLE AND ABOUT
 DG1701'19.15 KM (11.90 MI) NORTHEAST OF ASHLAND.
 DG1701'TO REACH THE STATION FROM THE JUNCTION OF U. S. 431 AND ALA 9, MILE
 DG1701'POST 206.80 ON ALA 9, AT HOLLIS CROSSROADS, DRIVE SOUTHWEST ON ALA 9
 DG1701'16.42 KM (10.20 MI) TO MILE POST 196.60 AND THE STATION ON THE RIGHT.
 DG1701'THE STATION IS 1.34 M (4.40 FT) WEST OF A NEW FOUR STRAND BARBED WIRE
 DG1701'FENCE ON STEEL POSTS, 1.55 M (5.09 FT) WEST OF A CARSONITE WITNESS
 DG1701'POST, 19.54 M (64.11 FT) WEST OF THE CENTERLINE OF ALA 9 AND PROJECTS
 DG1701'0.15 M (0.49 FT) ABOVE THE GROUND.
 DG1701'ELEVATION 1158.046 FEET OR 352.973 METERS.
 DG1701
 DG1701                          STATION RECOVERY (1990)
 DG1701
 DG1701'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG1701'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1699 ***********************************************************************
 DG1699  DESIGNATION -  DELTA RM 2
 DG1699  PID         -  DG1699
 DG1699  STATE/COUNTY-  AL/CLAY
 DG1699  USGS QUAD   -  DELTA (1983)
 DG1699
 DG1699                         *CURRENT SURVEY CONTROL
 DG1699  ___________________________________________________________________
 DG1699* NAD 83(1986)-  33 24 04.     (N)    085 41 33.     (W)     SCALED    
 DG1699* NAVD 88     -       353.858  (meters)    1160.95   (feet)  ADJUSTED  
 DG1699  ___________________________________________________________________
 DG1699  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1699  DYNAMIC HT  -         353.464 (meters)    1159.66  (feet)  COMP
 DG1699  MODELED GRAV-     979,512.1   (mgal)                       NAVD 88
 DG1699
 DG1699  VERT ORDER  -  SECOND    CLASS 0
 DG1699
 DG1699.The horizontal coordinates were scaled from a topographic map and have
 DG1699.an estimated accuracy of +/- 6 seconds.
 DG1699
 DG1699.The orthometric height was determined by differential leveling
 DG1699.and adjusted by the National Geodetic Survey in June 1991..
 DG1699
 DG1699.The geoid height was determined by GEOID03.
 DG1699
 DG1699.The dynamic height is computed by dividing the NAVD 88
 DG1699.geopotential number by the normal gravity value computed on the
 DG1699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1699.degrees latitude (g = 980.6199 gals.).
 DG1699
 DG1699.The modeled gravity was interpolated from observed gravity values.
 DG1699
 DG1699;                    North         East    Units  Estimated Accuracy
 DG1699;SPC AL E     -   321,690.      213,100.      MT  (+/- 180 meters Scaled)
 DG1699
 DG1699                          SUPERSEDED SURVEY CONTROL
 DG1699
 DG1699  NGVD 29 (??/??/92)  353.78   (m)         1160.7    (f) COMPUTED    2 0
 DG1699
 DG1699.Superseded values are not recommended for survey control.
 DG1699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1699.See file dsdata.txt to determine how the superseded data were derived.
 DG1699
 DG1699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB215965(NAD 83)
 DG1699_MARKER: DR = REFERENCE MARK DISK
 DG1699_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1699_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1699_STAMPING: DELTA 1941 NO 2
 DG1699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1699+STABILITY: SURFACE MOTION
 DG1699
 DG1699  HISTORY     - Date     Condition        Report By
 DG1699  HISTORY     - 1941     MONUMENTED       CGS
 DG1699  HISTORY     - 1948     GOOD             NGS
 DG1699
 DG1699                          STATION DESCRIPTION
 DG1699
 DG1699'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1699'2.6 MI SW FROM DELTA.
 DG1699'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE SCHOOL
 DG1699'AT DELTA, ABOUT 0.55 MILE NORTH OF THE CROSSING OF A POWER
 DG1699'TRANSMISSION LINE, ABOUT 0.15 MILE SOUTH OF THE JUNCTION OF A ROAD
 DG1699'NORTHEAST, AT A THRU CUT IN THE HIGHWAY, ABOUT 18 YARDS NORTH OF
 DG1699'THE HIGHEST POINT OF THE CUT, 58 FEET EAST OF THE CENTER LINE OF
 DG1699'THE HIGHWAY, 112.9 FEET EAST AND ACROSS THE HIGHWAY FROM THE
 DG1699'STATION MARK, 194 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM
 DG1699'R.M. NO. 1, 6 FEET NORTHWEST OF HIGHWAY R/W MARKER POST NO.
 DG1699'P.O.T. 403+35.2, IN A CULTIVATED FIELD, 17 FEET EAST OF A WHITE
 DG1699'WOODEN WITNESS POST, 11 FEET ABOVE THE HIGHWAY AND SET IN THE
 DG1699'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2595 ***********************************************************************
 CN2595  DESIGNATION -  DEMOPOLIS
 CN2595  PID         -  CN2595
 CN2595  STATE/COUNTY-  AL/MARENGO
 CN2595  USGS QUAD   -  DEMOPOLIS (1979)
 CN2595
 CN2595                         *CURRENT SURVEY CONTROL
 CN2595  ___________________________________________________________________
 CN2595* NAD 83(1992)-  32 31 05.92130(N)    087 50 32.83966(W)     ADJUSTED  
 CN2595* NAVD 88     -        31.629  (meters)     103.77   (feet)  ADJUSTED  
 CN2595  ___________________________________________________________________
 CN2595  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CN2595  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN2595  DYNAMIC HT  -          31.592 (meters)     103.65  (feet)  COMP
 CN2595  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 CN2595
 CN2595  HORZ ORDER  -  SECOND
 CN2595  VERT ORDER  -  FIRST     CLASS I
 CN2595
 CN2595.The horizontal coordinates were established by classical geodetic methods
 CN2595.and adjusted by the National Geodetic Survey in May 1994..
 CN2595
 CN2595.The orthometric height was determined by differential leveling
 CN2595.and adjusted by the National Geodetic Survey in June 1991..
 CN2595
 CN2595.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2595
 CN2595.The geoid height was determined by GEOID03.
 CN2595
 CN2595.The dynamic height is computed by dividing the NAVD 88
 CN2595.geopotential number by the normal gravity value computed on the
 CN2595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2595.degrees latitude (g = 980.6199 gals.).
 CN2595
 CN2595.The modeled gravity was interpolated from observed gravity values.
 CN2595
 CN2595;                    North         East     Units Scale Factor Converg.
 CN2595;SPC AL W     -   279,248.374   567,825.732   MT  0.99994609   -0 11 02.7
 CN2595;UTM  16      - 3,598,201.689   420,875.261   MT  0.99967720   -0 27 10.4
 CN2595
 CN2595!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2595!SPC AL W     -   0.99999959  x   0.99994609  =   0.99994568
 CN2595!UTM  16      -   0.99999959  x   0.99967720  =   0.99967679
 CN2595
 CN2595:                Primary Azimuth Mark                     Grid Az
 CN2595:SPC AL W     -  DEMOPOLIS TANK                           025 07 07.8
 CN2595:UTM  16      -  DEMOPOLIS TANK                           025 23 15.5
 CN2595
 CN2595|---------------------------------------------------------------------|
 CN2595| PID    Reference Object                     Distance      Geod. Az  |
 CN2595|                                                           dddmmss.s |
 CN2595| CN3080 DEMOPOLIS TANK                      APPROX. 0.5 KM 0245605.1 |
 CN2595| CN2596 DEMOPOLIS RM 1                       79.382 METERS 08903     |
 CN2595| CN2597 DEMOPOLIS RM 2                       22.430 METERS 16202     |
 CN2595| CN3081 DEMOPOLIS WEBB AND SONS TANK        259.617 METERS 21951     |
 CN2595|---------------------------------------------------------------------|
 CN2595
 CN2595                          SUPERSEDED SURVEY CONTROL
 CN2595
 CN2595  NAD 83(1992)-  32 31 05.92170(N)    087 50 32.83844(W) AD(       ) 2
 CN2595  NAD 83(1986)-  32 31 05.92883(N)    087 50 32.84254(W) AD(       ) 2
 CN2595  NAD 27      -  32 31 05.43600(N)    087 50 32.79000(W) AD(       ) 2
 CN2595  NGVD 29 (??/??/??)   31.610  (m)          103.71   (f) ADJUSTED    1 1
 CN2595
 CN2595.Superseded values are not recommended for survey control.
 CN2595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2595.See file dsdata.txt to determine how the superseded data were derived.
 CN2595
 CN2595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2087598202(NAD 83)
 CN2595_MARKER: DS = TRIANGULATION STATION DISK
 CN2595_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2595_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2595_STAMPING: DEMOPOLIS 1939
 CN2595_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2595+STABILITY: SURFACE MOTION
 CN2595_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN2595+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 CN2595
 CN2595  HISTORY     - Date     Condition        Report By
 CN2595  HISTORY     - 1939     MONUMENTED       CGS
 CN2595  HISTORY     - 1968     GOOD             CGS
 CN2595  HISTORY     - 1968     GOOD             NGS
 CN2595  HISTORY     - 20040901 GOOD             JCLS
 CN2595  HISTORY     - 20060322 GOOD             JCLS
 CN2595
 CN2595                          STATION DESCRIPTION
 CN2595
 CN2595'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 CN2595'THE STATION IS LOCATED IN THE CITY OF DEMOPOLIS, ON THE EAST
 CN2595'BANK OF THE TOMBIGBEE RIVER, IN THE CENTER OF THE WEST 1/2 OF
 CN2595'SECTION 24, T-18-N, R-2-E, ON CITY PROPERTY, 38 FEET SOUTHWEST OF
 CN2595'THE CENTER LINE OF CAPITOL STREET, 36 FEET ESE OF A 5-IN. CEDAR
 CN2595'TREE AND A FENCE CORNER, 12.5 FEET WEST-SOUTHWEST OF A GUY
 CN2595'POST FOR THE POWER LINE.  THE MARK IS FLUSH WITH THE GROUND
 CN2595'AND IS STAMPED DEMOPOLIS 1939.
 CN2595'
 CN2595'R.M. NO. 1 IS 260.44 FEET, (79.382 METERS) EAST SOUTHEAST OF
 CN2595'THE STATION SET IN THE SOUTH EDGE OF THE CONCRETE SIDEWALK,
 CN2595'35 FEET SOUTH OF THE CENTER LINE OF CAPITOL STREET, 6 FEET WEST OF
 CN2595'THE DRIVEWAY ENTERING 403 CAPITOL STREET.  MARK IS FLUSH WITH
 CN2595'THE SIDEWALK.
 CN2595'
 CN2595'R.M. NO. 2 IS 73.59 FEET, (22.430 METERS) SOUTH OF THE STATION,
 CN2595'SET ON THE EAST SIDE OF AN OLD DRIVEWAY ENTERING AN OLD
 CN2595'GARAGE, 8 FEET NORTHWEST OF A ROW OF TREES, 5 FEET SOUTHEAST
 CN2595'OF THE DRIVEWAY.  THE MARK PROJECTS 10 INCHES.
 CN2595'
 CN2595'AZIMUTH MARK- THERE WAS NO AZIMUTH MARK SET AT THIS STATION.
 CN2595'THE MUNICIPAL TANK, WHICH IS V.G. MAKES A SUITABLE AZIMUTH.
 CN2595'THE POINT OBSERVED UPON WAS THE BALL ON THE TOP OF THE TANK.
 CN2595'THE TANK IS APPROXIMATELY 0.25 MILE NORTH-NORTHEAST OF THE
 CN2595'STATION.
 CN2595'
 CN2595'TO REACH THE STATION FROM THE POST OFFICE IN DEMOPOLIS, GO
 CN2595'EAST OF FOR 0.3 MILE ON CAPITOL STREET TO THE END OF THE STREET
 CN2595'AND THE RIVER.  THE STATION IS ON THE LEFT.
 CN2595
 CN2595                          STATION RECOVERY (1968)
 CN2595
 CN2595'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (GRS)
 CN2595'THE STATION MARK, STAMPED DEMOPOLIS 1939, IS ABOUT 0.25 MILE
 CN2595'WEST ALONG WEST CAPITAL STREET FROM THE POST OFFICE AT DEMOPOLIS,
 CN2595'IN SECTION 24, T 18 N, R 2 E, ON THE EAST BANK OF THE TOMBIGBEE
 CN2595'RIVER, 36 FEET SOUTH OF THE CENTERLINE OF THE STREET, 121 FEET
 CN2595'WEST OF THE NORTHWEST CORNER OF A PORCH ON A BRICK HOUSE, 30
 CN2595'FEET EAST OF THE MOST SOUTHERLY OF 13 CONCRETE GUARD POST AT
 CN2595'THE WEST END OF THE STREET, 12 YARDS EAST OF THE EAST RIVER
 CN2595'BANK, 15-1/2 FEET SOUTHWEST OF A POWER POLE WHICH BEARS A
 CN2595'STREET LIGHT AND IS BRACED BY THREE GUY WIRES, 12 FEET
 CN2595'SOUTHWEST OF A 12-INCH CEDAR TREE, ABOUT 1 FOOT BELOW THE
 CN2595'LEVEL OF THE STREET, AND SET IN THE TOP OF A CONCRETE POST ABOUT
 CN2595'LEVEL WITH THE SURFACE OF THE GROUND.
 CN2595'
 CN2595'R.M. 1, STAMPED DEMOPOLIS NO 1 1939, IS 260.44 FEET EAST OF THE
 CN2595'STATION MARK, 33 FEET SOUTH OF THE CENTERLINE OF THE STREET, 39
 CN2595'FEET NORTHEAST OF A PILLAR AT THE NORTHEAST CORNER OF A RED
 CN2595'BRICK HOUSE, 10 INCHES EAST OF THE WEST EDGE OF A CONCRETE
 CN2595'DRIVEWAY, ABOUT 1 FOOT ABOVE THE LEVEL OF THE STREET, AND SET IN
 CN2595'THE TOP OF THE SOUTH EDGE OF AN EAST-WEST CONCRETE SIDEWALK.
 CN2595'
 CN2595'R.M. 2, STAMPED DEMOPOLIS NO 2 1939, IS 73.59 FEET SOUTHEAST OF
 CN2595'THE STATION MARK, 107 FEET SOUTH OF THE CENTERLINE OF THE
 CN2595'STREET, 102 FEET WEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE,
 CN2595'93 FEET WEST OF THE NORTHWEST CORNER OF A PORCH ON THE BRICK
 CN2595'HOUSE, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 10
 CN2595'INCHES.
 CN2595'
 CN2595'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.25 MILE WEST
 CN2595
 CN2595                          STATION RECOVERY (1968)
 CN2595
 CN2595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CN2595'0.25 MI W FROM DEMOPOLIS.
 CN2595'ABOUT 0.25 MILE WEST ALONG WEST CAPITAL STREET FROM THE POST OFFICE AT
 CN2595'DEMOPOLIS, IN SECTION 24, T 18 N, R 2 E, AT THE EAST BANK OF THE
 CN2595'TOMBIGBEE RIVER, 36 FEET SOUTH OF THE CENTERLINE OF THE STREET, 121
 CN2595'FEET WEST OF THE NORTHWEST CORNER OF A PORCH ON A BRICK HOUSE, 30 FEET
 CN2595'EAST OF THE MOST SOUTHERLY OF 13 CONCRETE GUARD POST AT THE WEST END
 CN2595'OF THE STREET, 12 YARDS EAST OF THE EAST RIVER BANK, 15 1/2 FEET
 CN2595'SOUTHWEST OF A POWER POLE WHICH BEARS A STREET LIGHT AND IS BRACED BY
 CN2595'THREE GUY WIRES, 12 FEET SOUTHWEST OF A 12-INCH CEDAR TREE, 260.44
 CN2595'FEET WEST OF DEMOPOLIS R.M. 1, 73.59 FEET NORTHWEST OF DEMOPOLIS R.M.
 CN2595'2, ABOUT 1 FOOT BELOW THE LEVEL OF THE STREET AND SET IN THE TOP OF A
 CN2595'CONCRETE POST ABOUT LEVEL WITH THE SURFACE OF THE GROUND.
 CN2595
 CN2595                          STATION RECOVERY (2004)
 CN2595
 CN2595'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 CN2595'RECOVERED IN GOOD CONDITION.
 CN2595
 CN2595                          STATION RECOVERY (2006)
 CN2595
 CN2595'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 CN2595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2596 ***********************************************************************
 CN2596  DESIGNATION -  DEMOPOLIS RM 1
 CN2596  PID         -  CN2596
 CN2596  STATE/COUNTY-  AL/MARENGO
 CN2596  USGS QUAD   -  DEMOPOLIS (1979)
 CN2596
 CN2596                         *CURRENT SURVEY CONTROL
 CN2596  ___________________________________________________________________
 CN2596* NAD 83(1986)-  32 31 05.     (N)    087 50 32.     (W)     SCALED    
 CN2596* NAVD 88     -        33.367  (meters)     109.47   (feet)  ADJUSTED  
 CN2596  ___________________________________________________________________
 CN2596  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN2596  DYNAMIC HT  -          33.328 (meters)     109.34  (feet)  COMP
 CN2596  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 CN2596
 CN2596  VERT ORDER  -  FIRST     CLASS I
 CN2596
 CN2596.The horizontal coordinates were scaled from a topographic map and have
 CN2596.an estimated accuracy of +/- 6 seconds.
 CN2596
 CN2596.The orthometric height was determined by differential leveling
 CN2596.and adjusted by the National Geodetic Survey in June 1991..
 CN2596
 CN2596.The geoid height was determined by GEOID03.
 CN2596
 CN2596.The dynamic height is computed by dividing the NAVD 88
 CN2596.geopotential number by the normal gravity value computed on the
 CN2596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2596.degrees latitude (g = 980.6199 gals.).
 CN2596
 CN2596.The modeled gravity was interpolated from observed gravity values.
 CN2596
 CN2596;                    North         East    Units  Estimated Accuracy
 CN2596;SPC AL W     -   279,220.      567,850.      MT  (+/- 180 meters Scaled)
 CN2596
 CN2596                          SUPERSEDED SURVEY CONTROL
 CN2596
 CN2596  NGVD 29 (??/??/??)   33.348  (m)          109.41   (f) ADJUSTED    1 1
 CN2596
 CN2596.Superseded values are not recommended for survey control.
 CN2596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2596.See file dsdata.txt to determine how the superseded data were derived.
 CN2596
 CN2596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA208981(NAD 83)
 CN2596_MARKER: DR = REFERENCE MARK DISK
 CN2596_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2596_SP_SET: SIDEWALK
 CN2596_STAMPING: DEMOPOLIS NO 1 1939
 CN2596_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN2596+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2006
 CN2596
 CN2596  HISTORY     - Date     Condition        Report By
 CN2596  HISTORY     - 1939     MONUMENTED       CGS
 CN2596  HISTORY     - 1968     GOOD             NGS
 CN2596  HISTORY     - 20060322 GOOD             JCLS
 CN2596
 CN2596                          STATION DESCRIPTION
 CN2596
 CN2596'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN2596'0.25 MI W FROM DEMOPOLIS.
 CN2596'ABOUT 0.25 MILE WEST ALONG WEST CAPITAL STREET FROM THE POST OFFICE AT
 CN2596'DEMOPOLIS, IN SECTION 24, T 18 N, R 2 E, AT THE EAST BANK OF THE
 CN2596'TOMBIGBEE RIVER, 33 FEET SOUTH OF THE CENTERLINE OF THE STREET, 39
 CN2596'FEET NORTHEAST OF A PILLAR AT THE NORTHEAST CORNER OF A RED BRICK
 CN2596'HOUSE, 10 INCHES EAST OF THE WEST EDGE OF A CONCRETE DRIVEWAY, 260.44
 CN2596'FEET EAST OF TRIANGULATION STATION DEMOPOLIS 1939, ABOUT 1 FOOT ABOVE
 CN2596'THE LEVEL OF THE STREET, AND SET IN THE TOP OF THE SOUTH EDGE OF AN
 CN2596'EAST-WEST CONCRETE SIDEWALK.
 CN2596
 CN2596                          STATION RECOVERY (2006)
 CN2596
 CN2596'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 CN2596'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2597 ***********************************************************************
 CN2597  DESIGNATION -  DEMOPOLIS RM 2
 CN2597  PID         -  CN2597
 CN2597  STATE/COUNTY-  AL/MARENGO
 CN2597  USGS QUAD   -  DEMOPOLIS (1979)
 CN2597
 CN2597                         *CURRENT SURVEY CONTROL
 CN2597  ___________________________________________________________________
 CN2597* NAD 83(1986)-  32 31 05.     (N)    087 50 32.     (W)     SCALED    
 CN2597* NAVD 88     -        31.656  (meters)     103.86   (feet)  ADJUSTED  
 CN2597  ___________________________________________________________________
 CN2597  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN2597  DYNAMIC HT  -          31.619 (meters)     103.74  (feet)  COMP
 CN2597  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 CN2597
 CN2597  VERT ORDER  -  FIRST     CLASS I
 CN2597
 CN2597.The horizontal coordinates were scaled from a topographic map and have
 CN2597.an estimated accuracy of +/- 6 seconds.
 CN2597
 CN2597.The orthometric height was determined by differential leveling
 CN2597.and adjusted by the National Geodetic Survey in June 1991..
 CN2597
 CN2597.The geoid height was determined by GEOID03.
 CN2597
 CN2597.The dynamic height is computed by dividing the NAVD 88
 CN2597.geopotential number by the normal gravity value computed on the
 CN2597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2597.degrees latitude (g = 980.6199 gals.).
 CN2597
 CN2597.The modeled gravity was interpolated from observed gravity values.
 CN2597
 CN2597;                    North         East    Units  Estimated Accuracy
 CN2597;SPC AL W     -   279,220.      567,850.      MT  (+/- 180 meters Scaled)
 CN2597
 CN2597                          SUPERSEDED SURVEY CONTROL
 CN2597
 CN2597  NGVD 29 (??/??/??)   31.637  (m)          103.80   (f) ADJUSTED    1 1
 CN2597
 CN2597.Superseded values are not recommended for survey control.
 CN2597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2597.See file dsdata.txt to determine how the superseded data were derived.
 CN2597
 CN2597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA208981(NAD 83)
 CN2597_MARKER: DR = REFERENCE MARK DISK
 CN2597_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2597_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2597_STAMPING: DEMOPOLIS NO 2 1939
 CN2597_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2597+STABILITY: SURFACE MOTION
 CN2597
 CN2597  HISTORY     - Date     Condition        Report By
 CN2597  HISTORY     - 1939     MONUMENTED       CGS
 CN2597  HISTORY     - 1968     GOOD             NGS
 CN2597
 CN2597                          STATION DESCRIPTION
 CN2597
 CN2597'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN2597'0.25 MI W FROM DEMOPOLIS.
 CN2597'ABOUT 0.25 MILE WEST ALONG WEST CAPITAL STREET FROM THE POST OFFICE AT
 CN2597'DEMOPOLIS, IN SECTION 24, T 18 N, R 2 E, AT THE EAST BANK OF THE
 CN2597'TOMBIGBEE RIVER, 107 FEET SOUTH OF THE CENTERLINE OF THE STREET, 102
 CN2597'FEET WEST OF THE SOUTHWEST CORNER OF A BRICK HOUSE, 93 FEET WEST OF
 CN2597'THE NORTHWEST CORNER OF A PORCH ON THE BRICK HOUSE, 73.59 FEET
 CN2597'SOUTHEAST OF TRIANGULATION STATION DEMOPOLIS 1939, AND SET IN THE TOP
 CN2597'OF A CONCRETE POST WHICH PROJECTS 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3080 ***********************************************************************
 CN3080  DESIGNATION -  DEMOPOLIS TANK
 CN3080  PID         -  CN3080
 CN3080  STATE/COUNTY-  AL/MARENGO
 CN3080  USGS QUAD   -  DEMOPOLIS (1979)
 CN3080
 CN3080                         *CURRENT SURVEY CONTROL
 CN3080  ___________________________________________________________________
 CN3080* NAD 83(1992)-  32 31 20.72089(N)    087 50 24.71819(W)     ADJUSTED  
 CN3080* NAVD 88     -                                                        
 CN3080  ___________________________________________________________________
 CN3080  LAPLACE CORR-          -0.44  (seconds)                    DEFLEC99
 CN3080  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CN3080
 CN3080  HORZ ORDER  -  THIRD
 CN3080
 CN3080.The horizontal coordinates were established by classical geodetic methods
 CN3080.and adjusted by the National Geodetic Survey in May 1994..
 CN3080
 CN3080
 CN3080.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3080
 CN3080.The geoid height was determined by GEOID03.
 CN3080
 CN3080;                    North         East     Units Scale Factor Converg.
 CN3080;SPC AL W     -   279,703.561   568,039.140   MT  0.99994593   -0 10 58.5
 CN3080;UTM  16      - 3,598,655.748   421,090.744   MT  0.99967678   -0 27 06.3
 CN3080
 CN3080                          SUPERSEDED SURVEY CONTROL
 CN3080
 CN3080  NAD 83(1992)-  32 31 20.72066(N)    087 50 24.71727(W) AD(       ) 4
 CN3080  NAD 83(1986)-  32 31 20.72937(N)    087 50 24.72052(W) AD(       ) 4
 CN3080  NAD 27      -  32 31 20.24000(N)    087 50 24.67000(W) AD(       ) 3
 CN3080
 CN3080.Superseded values are not recommended for survey control.
 CN3080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3080.See file dsdata.txt to determine how the superseded data were derived.
 CN3080
 CN3080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2109198656(NAD 83)
 CN3080_MARKER: 51 = TANK
 CN3080
 CN3080  HISTORY     - Date     Condition        Report By
 CN3080  HISTORY     - 1939     FIRST OBSERVED   CGS
 CN3080
 CN3080                          STATION DESCRIPTION
 CN3080
 CN3080'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3081 ***********************************************************************
 CN3081  DESIGNATION -  DEMOPOLIS WEBB AND SONS TANK
 CN3081  PID         -  CN3081
 CN3081  STATE/COUNTY-  AL/MARENGO
 CN3081  USGS QUAD   -  DEMOPOLIS (1979)
 CN3081
 CN3081                         *CURRENT SURVEY CONTROL
 CN3081  ___________________________________________________________________
 CN3081* NAD 83(1992)-  32 30 59.45033(N)    087 50 39.21268(W)     ADJUSTED  
 CN3081* NAVD 88     -                                                        
 CN3081  ___________________________________________________________________
 CN3081  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 CN3081  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN3081
 CN3081  HORZ ORDER  -  THIRD
 CN3081
 CN3081.The horizontal coordinates were established by classical geodetic methods
 CN3081.and adjusted by the National Geodetic Survey in May 1994..
 CN3081
 CN3081
 CN3081.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3081
 CN3081.The geoid height was determined by GEOID03.
 CN3081
 CN3081;                    North         East     Units Scale Factor Converg.
 CN3081;SPC AL W     -   279,049.587   567,658.766   MT  0.99994623   -0 11 06.1
 CN3081;UTM  16      - 3,598,003.741   420,707.410   MT  0.99967753   -0 27 13.8
 CN3081
 CN3081                          SUPERSEDED SURVEY CONTROL
 CN3081
 CN3081  NAD 83(1992)-  32 30 59.45048(N)    087 50 39.21173(W) AD(       ) 4
 CN3081  NAD 83(1986)-  32 30 59.45825(N)    087 50 39.21519(W) AD(       ) 4
 CN3081  NAD 27      -  32 30 58.96000(N)    087 50 39.16000(W) AD(       ) 3
 CN3081
 CN3081.Superseded values are not recommended for survey control.
 CN3081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3081.See file dsdata.txt to determine how the superseded data were derived.
 CN3081
 CN3081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2070798004(NAD 83)
 CN3081_MARKER: 51 = TANK
 CN3081
 CN3081  HISTORY     - Date     Condition        Report By
 CN3081  HISTORY     - 1939     FIRST OBSERVED   CGS
 CN3081
 CN3081                          STATION DESCRIPTION
 CN3081
 CN3081'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1416 ***********************************************************************
 EF1416  DESIGNATION -  DEPOSIT
 EF1416  PID         -  EF1416
 EF1416  STATE/COUNTY-  AL/MADISON
 EF1416  USGS QUAD   -  MAYSVILLE (1982)
 EF1416
 EF1416                         *CURRENT SURVEY CONTROL
 EF1416  ___________________________________________________________________
 EF1416* NAD 83(1992)-  34 51 46.91593(N)    086 25 40.01068(W)     ADJUSTED  
 EF1416* NAVD 88     -       436.     (meters)    1430.     (feet)  SCALED    
 EF1416  ___________________________________________________________________
 EF1416  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 EF1416  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 EF1416
 EF1416  HORZ ORDER  -  SECOND
 EF1416
 EF1416.The horizontal coordinates were established by classical geodetic methods
 EF1416.and adjusted by the National Geodetic Survey in December 1992..
 EF1416
 EF1416.The orthometric height was scaled from a topographic map.
 EF1416
 EF1416.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1416
 EF1416.The geoid height was determined by GEOID03.
 EF1416
 EF1416;                    North         East     Units Scale Factor Converg.
 EF1416;SPC AL E     -   483,997.880   145,645.547   MT  0.99999640   -0 20 23.3
 EF1416;SPC TN       -    58,857.421   560,880.291   MT  1.00009080   -0 15 01.6
 EF1416;SPC TN       -   193,101.39  1,840,154.75   sFT  1.00009080   -0 15 01.6
 EF1416;UTM  16      - 3,858,003.325   552,303.117   MT  0.99963372   +0 19 37.6
 EF1416
 EF1416!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1416!SPC AL E     -   0.99993606  x   0.99999640  =   0.99993246
 EF1416!SPC TN       -   0.99993606  x   1.00009080  =   1.00002685
 EF1416!UTM  16      -   0.99993606  x   0.99963372  =   0.99956980
 EF1416
 EF1416|---------------------------------------------------------------------|
 EF1416| PID    Reference Object                     Distance      Geod. Az  |
 EF1416|                                                           dddmmss.s |
 EF1416| CG5233 DEPOSIT RM 1                          5.868 METERS 00552     |
 EF1416| CG5232 DEPOSIT AZ MK                                      0720900.7 |
 EF1416| CG5234 DEPOSIT RM 2                         10.176 METERS 25353     |
 EF1416| EF1463 STEGER                              APPROX.18.7 KM 2942749.5 |
 EF1416|---------------------------------------------------------------------|
 EF1416
 EF1416                          SUPERSEDED SURVEY CONTROL
 EF1416
 EF1416  NAD 83(1986)-  34 51 46.92296(N)    086 25 40.00458(W) AD(       ) 2
 EF1416  NAD 27      -  34 51 46.59500(N)    086 25 40.04800(W) AD(       ) 2
 EF1416
 EF1416.Superseded values are not recommended for survey control.
 EF1416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1416.See file dsdata.txt to determine how the superseded data were derived.
 EF1416
 EF1416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED5230358003(NAD 83)
 EF1416_MARKER: DS = TRIANGULATION STATION DISK
 EF1416_SETTING: 80 = SET IN A BOULDER
 EF1416_SP_SET: IN A DRILL HOLE IN ROCK LEDGE
 EF1416
 EF1416  HISTORY     - Date     Condition        Report By
 EF1416  HISTORY     - 1934     MONUMENTED       CGS
 EF1416
 EF1416                          STATION DESCRIPTION
 EF1416
 EF1416'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EF1416'ABOUT 2 MILES NORTH-NORTHEAST OF DEPOSIT, 2.5 MILES SOUTH OF NEW
 EF1416'MARKET, 1.4 MILES NORTHWEST OF BLACKWELL, AND ON SUMMIT OF NORTH AND
 EF1416'LOWER TWO PEAKS.  TO REACH FROM NEW MARKET POST OFFICE, FOLLOW MAIN
 EF1416'ROAD SOUTH 1.55 MILES TOWARD HUNTSVILLE, TURN LEFT (EAST) ONTO
 EF1416'COUNTY ROAD, GO 0.65 MILE (OR 0.25 MILE PAST HOME OF W. E. CAMPBELL)
 EF1416'TO HOUSE ON RIGHT AND END OF TRUCK TRAVEL AND THEN FOLLOW OLD WAGON
 EF1416'ROAD SOUTH UP BACKBONE OF RIDGE 2-1/2 MILES TO STATION.  STATION IS
 EF1416'ON WESTERN SIDE OF RIDGE, ABOUT 5 FEET LOWER AND 100 YARDS WEST OF
 EF1416'HIGHEST POINT, 42.5 FEET SOUTH OF 30 INCH-WHITE-OAK TREE WITH
 EF1416'TRIANGULAR BLAZE, AND 42 FEET EAST OF 24-INCH-WHITE-OAK TREE.  MARK
 EF1416'IS STANDARD STATION DISK IN BOULDER.  REFERENCE AND AZIMUTH
 EF1416'MARKS ARE STANDARD REFERENCE DISKS IN OUTCROPPING BEDROCK.
 EF1416'NO. 1 IS 23 FEET SOUTH OF 30-INCH WHITE OAK WITH
 EF1416'TRIANGULAR BLAZE AND AT THE SAME ELEVATION AS AND 5.868 METERS
 EF1416'(19.25 FEET) FROM STATION N 5 DEG 52 MIN E.  NO. 2 IS AT
 EF1416'ABOUT SAME ELEVATION AS AND 10.176 METERS (33.39 FEET) FROM
 EF1416'STATION S 73 DEG 53 MIN W.  AZIMUTH MARK IS FLUSH WITH
 EF1416'SURFACE, ON HIGHEST POINT ON RIDGE IN LONG FLAT OUTCROP, AND ABOUT
 EF1416'100 YARDS FROM STATION N 72 DEG 09 MIN E.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2549 ***********************************************************************
 BT2549  PACS        -  This is a Primary Airport Control Station.
 BT2549  DESIGNATION -  DHN AP 1965 STA A
 BT2549  PID         -  BT2549
 BT2549  STATE/COUNTY-  AL/DALE
 BT2549  USGS QUAD   -  MIDLAND CITY (1981)
 BT2549
 BT2549                         *CURRENT SURVEY CONTROL
 BT2549  ___________________________________________________________________
 BT2549* NAD 83(1992)-  31 19 35.55558(N)    085 26 42.01071(W)     ADJUSTED  
 BT2549* NAVD 88     -       119.27   (+/-2cm)     391.3    (feet)  VERTCON   
 BT2549  ___________________________________________________________________
 BT2549  X           -     433,081.940 (meters)                     COMP
 BT2549  Y           -  -5,436,110.975 (meters)                     COMP
 BT2549  Z           -   3,296,921.627 (meters)                     COMP
 BT2549  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 BT2549  ELLIP HEIGHT-          92.37  (meters)          (07/29/02) GPS OBS
 BT2549  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BT2549
 BT2549  HORZ ORDER  -  B
 BT2549  VERT ORDER  -  THIRD ? (See Below)
 BT2549  ELLP ORDER  -  FOURTH    CLASS II
 BT2549
 BT2549.This mark is at Dothan Airport (DHN)
 BT2549
 BT2549.The horizontal coordinates were established by GPS observations
 BT2549.and adjusted by the National Geodetic Survey in June 1994..
 BT2549
 BT2549.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2549.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2549
 BT2549.GPS derived orthometric heights for airport stations designated as
 BT2549.PACS or SACS are published to 2 decimal places.  This maintains
 BT2549.centimeter relative accuracy between the PACS and SACS.  It does
 BT2549.not indicate centimeter accuracy relative to other marks which are
 BT2549.part of the NAVD 88 network.
 BT2549.The vertical order pertains to the NGVD 29 superseded value.
 BT2549
 BT2549.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2549
 BT2549.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2549
 BT2549.The ellipsoidal height was determined by GPS observations
 BT2549.and is referenced to NAD 83.
 BT2549
 BT2549.The geoid height was determined by GEOID03.
 BT2549
 BT2549;                    North         East     Units Scale Factor Converg.
 BT2549;SPC AL E     -    91,698.633   236,958.877   MT  0.99997684   +0 12 06.8
 BT2549;UTM  16      - 3,466,836.014   647,949.585   MT  0.99986999   +0 48 31.0
 BT2549
 BT2549!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2549!SPC AL E     -   0.99998550  x   0.99997684  =   0.99996234
 BT2549!UTM  16      -   0.99998550  x   0.99986999  =   0.99985549
 BT2549
 BT2549                          SUPERSEDED SURVEY CONTROL
 BT2549
 BT2549  ELLIP H (06/29/94)   92.45   (m)                       GP(       ) 4 1
 BT2549  NGVD 29 (06/29/94)  119.36   (m)          391.6    (f) LEVELING    3  
 BT2549
 BT2549.Superseded values are not recommended for survey control.
 BT2549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2549.See file dsdata.txt to determine how the superseded data were derived.
 BT2549
 BT2549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4795066836(NAD 83)
 BT2549_MARKER: DT = TOPOGRAPHIC STATION DISK
 BT2549_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2549_SP_SET: CONCRETE POST
 BT2549_STAMPING: AP 1965 STA A
 BT2549_MARK LOGO: CGS   
 BT2549_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2549_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2549+STABILITY: SURFACE MOTION
 BT2549_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2549+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1993
 BT2549
 BT2549  HISTORY     - Date     Condition        Report By
 BT2549  HISTORY     - 1965     MONUMENTED       CGS
 BT2549  HISTORY     - 19920301 GOOD             NGS
 BT2549  HISTORY     - 19930318 GOOD
 BT2549
 BT2549                          STATION DESCRIPTION
 BT2549
 BT2549'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 BT2549'THE STATION IS LOCATED ON DOTHAN AIRPORT AT THE NORTH END OF THE
 BT2549'AIRPORT.  TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION CONTACT MR.
 BT2549'ART MORRIS RT.6 BOX 207 DOTHAN, AL 36303 TELEPHONE (205) 983-3594.
 BT2549'THE STATION IS LOCATED EAST OF RUNWAY END 18, 175.0 FT (53.3 M) EAST
 BT2549'OF THE CENTERLINE, 65.4 FT (19.9 M) SOUTHEAST OF THE EASTERN MOST
 BT2549'THRESHOLD LIGHT, AND IS 46.5 FT (14.2 M) SOUTHEAST OF THE EASTERN
 BT2549'MOST REIL SERVING RUNWAY END 18.
 BT2549'THE STATION IS A STANDARD TOPOGRAPHIC DISK SET IN THE TOP OF A
 BT2549'CONCRETE MONUMENT FLUSH WITH THE GROUND AND STAMPED AP 1965 STA A.
 BT2549
 BT2549                          STATION RECOVERY (1992)
 BT2549
 BT2549'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (JLD)
 BT2549'STATION IS LOCATED ON THE DOTHAN MUNICIPAL AIRPORT, NEAR RUNWAY END NO
 BT2549'18, 190.0 FT (57.9 M) NE OF RUNWAY LIGHT NO 51, 175.0 FT (53.3 M) E OF
 BT2549'THE CENTERLINE AND 65.4 FT (19.9 M) SE OF THRESHOLD LIGHT NO 8.
 BT2549'STATION IS A STANDARD TOPO DISK SET IN THE TOP OF A CONCRETE POST
 BT2549'FLUSH WITH THE GROUND AND STAMPED AP 1965 STA A.
 BT2549
 BT2549                          STATION RECOVERY (1993)
 BT2549
 BT2549'RECOVERED 1993
 BT2549'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2550 ***********************************************************************
 BT2550  SACS        -  This is a Secondary Airport Control Station.
 BT2550  DESIGNATION -  DHN AP 1968 STA B2
 BT2550  PID         -  BT2550
 BT2550  STATE/COUNTY-  AL/DALE
 BT2550  USGS QUAD   -  MIDLAND CITY (1981)
 BT2550
 BT2550                         *CURRENT SURVEY CONTROL
 BT2550  ___________________________________________________________________
 BT2550* NAD 83(1992)-  31 18 47.76670(N)    085 26 41.99158(W)     ADJUSTED  
 BT2550* NAVD 88     -       114.47   (+/-2cm)     375.6    (feet)  VERTCON   
 BT2550  ___________________________________________________________________
 BT2550  X           -     433,142.875 (meters)                     COMP
 BT2550  Y           -  -5,436,869.463 (meters)                     COMP
 BT2550  Z           -   3,295,661.724 (meters)                     COMP
 BT2550  LAPLACE CORR-          -0.77  (seconds)                    DEFLEC99
 BT2550  ELLIP HEIGHT-          87.50  (meters)          (07/29/02) GPS OBS
 BT2550  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BT2550
 BT2550  HORZ ORDER  -  B
 BT2550  VERT ORDER  -  THIRD ? (See Below)
 BT2550  ELLP ORDER  -  FOURTH    CLASS II
 BT2550
 BT2550.This mark is at Dothan Airport (DHN)
 BT2550
 BT2550.The horizontal coordinates were established by GPS observations
 BT2550.and adjusted by the National Geodetic Survey in June 1994..
 BT2550
 BT2550.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2550.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2550
 BT2550.GPS derived orthometric heights for airport stations designated as
 BT2550.PACS or SACS are published to 2 decimal places.  This maintains
 BT2550.centimeter relative accuracy between the PACS and SACS.  It does
 BT2550.not indicate centimeter accuracy relative to other marks which are
 BT2550.part of the NAVD 88 network.
 BT2550.The vertical order pertains to the NGVD 29 superseded value.
 BT2550
 BT2550.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT2550
 BT2550.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2550
 BT2550.The ellipsoidal height was determined by GPS observations
 BT2550.and is referenced to NAD 83.
 BT2550
 BT2550.The geoid height was determined by GEOID03.
 BT2550
 BT2550;                    North         East     Units Scale Factor Converg.
 BT2550;SPC AL E     -    90,226.847   236,964.569   MT  0.99997685   +0 12 06.6
 BT2550;UTM  16      - 3,465,364.528   647,970.855   MT  0.99987007   +0 48 29.9
 BT2550
 BT2550!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2550!SPC AL E     -   0.99998626  x   0.99997685  =   0.99996311
 BT2550!UTM  16      -   0.99998626  x   0.99987007  =   0.99985633
 BT2550
 BT2550                          SUPERSEDED SURVEY CONTROL
 BT2550
 BT2550  ELLIP H (06/29/94)   87.57   (m)                       GP(       ) 4 1
 BT2550  NGVD 29 (06/29/94)  114.55   (m)          375.8    (f) LEVELING    3  
 BT2550
 BT2550.Superseded values are not recommended for survey control.
 BT2550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2550.See file dsdata.txt to determine how the superseded data were derived.
 BT2550
 BT2550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4797165365(NAD 83)
 BT2550_MARKER: DT = TOPOGRAPHIC STATION DISK
 BT2550_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2550_SP_SET: CONCRETE POST
 BT2550_STAMPING: AP 1968 STA B2
 BT2550_MARK LOGO: CGS   
 BT2550_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2550_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2550+STABILITY: SURFACE MOTION
 BT2550_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2550+SATELLITE: SATELLITE OBSERVATIONS - March 18, 1993
 BT2550
 BT2550  HISTORY     - Date     Condition        Report By
 BT2550  HISTORY     - 1968     MONUMENTED       CGS
 BT2550  HISTORY     - 19920630 GOOD             NGS
 BT2550  HISTORY     - 19930318 GOOD
 BT2550
 BT2550                          STATION DESCRIPTION
 BT2550
 BT2550'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BT2550'THE STATION IS LOCATED ON THE DOTHAN AIRPORT AT THE SOUTH END OF THE
 BT2550'FIELD.  TO OBTAIN ACCESS TO THE AIRPORT AND THE STATION, CONTACT MR.
 BT2550'ART MORRIS RT.6 BOX 207, DOTHAN, AL 36303, TELEPHONE (205) 983-3594
 BT2550'THE STATION IS LOCATED NORTHEAST OF RUNWAY END 36 175.2 FT (53.4 M)
 BT2550'EAST OF CENTERLINE RUNWAY 36, 94.1 FT (28.7 M) NORTH OF THE THIRD
 BT2550'TAXIWAY LIGHT (T/W 60) EAST OF THE RUNWAY, 90.5 FT (27.6 M) EAST OF
 BT2550'THE FIRST RUNWAY LIGHT ON THE EAST SIDE OF RUNWAY 36 AND 61.0 FT
 BT2550'(18.6 M) NORTH-NORTHEAST OF THE SOUTH END OF A NARROW STORM DRAIN ON
 BT2550'THE EAST EDGE OF ABANDONED PAVEMENT.
 BT2550'THE STATION IS A STANDARD TOPOGRAPHIC STATION DISK SET IN A CONCRETE
 BT2550'MONUMENT 0.1 FT (3.0 CM) ABOVE THE GROUND STAMPED AP 1968 STA B2.
 BT2550
 BT2550                          STATION RECOVERY (1992)
 BT2550
 BT2550'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992
 BT2550'THIS STATION IS LOCATED AT THE DOTHAN MUNICIPAL AIRPORT, NEAR THE
 BT2550'APPROACH TO RUNWAY END 36, 245.50 FT (74.83 M) NORTHEAST OF THE
 BT2550'CENTERLINE END OF RUNWAY 36, 212.2 FT (64.7 M) SOUTHEAST OF RUNWAY
 BT2550'LIGHT NO 26, 175.2 FT (53.4 M) EAST OF CENTERLINE OF THE RUNWAY, 94.1
 BT2550'FT (28.7 M) NORTH OF THE FOURTH TAXIWAY LIGHT WHICH IS EAST OF THE
 BT2550'RUNWAY AND 90.5 FT (27.6 M) EAST OF THE RUNWAY LIGHT NO 25.  THE
 BT2550'STATION IS A STANDARD TOPOGRAPHIC STATION DISK STAMPED AP 1968 STA B2,
 BT2550'SET IN THE TOP OF A CONCRETE MONUMENT FLUSH WITH THE GROUND.
 BT2550
 BT2550                          STATION RECOVERY (1993)
 BT2550
 BT2550'RECOVERED 1993
 BT2550'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1438 ***********************************************************************
 BV1438  DESIGNATION -  DIAMOND
 BV1438  PID         -  BV1438
 BV1438  STATE/COUNTY-  AL/CHOCTAW
 BV1438  USGS QUAD   -  ISNEY (1974)
 BV1438
 BV1438                         *CURRENT SURVEY CONTROL
 BV1438  ___________________________________________________________________
 BV1438* NAD 83(1992)-  31 50 49.78904(N)    088 22 48.07048(W)     ADJUSTED  
 BV1438* NAVD 88     -        99.     (meters)     325.     (feet)  SCALED    
 BV1438  ___________________________________________________________________
 BV1438  LAPLACE CORR-          -1.19  (seconds)                    DEFLEC99
 BV1438  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BV1438
 BV1438  HORZ ORDER  -  SECOND
 BV1438
 BV1438.The horizontal coordinates were established by classical geodetic methods
 BV1438.and adjusted by the National Geodetic Survey in May 1994..
 BV1438
 BV1438.The orthometric height was scaled from a topographic map.
 BV1438
 BV1438.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1438
 BV1438.The geoid height was determined by GEOID03.
 BV1438
 BV1438;                    North         East     Units Scale Factor Converg.
 BV1438;SPC AL W     -   205,115.570   516,710.633   MT  1.00001886   -0 27 51.7
 BV1438;SPC MS E     -   260,292.370   342,903.998   MT  0.99997269   +0 14 21.1
 BV1438;SPC MS E     -   853,975.88  1,125,010.87   sFT  0.99997269   +0 14 21.1
 BV1438;UTM  16      - 3,524,324.957   369,428.377   MT  0.99981026   -0 43 41.8
 BV1438
 BV1438!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1438!SPC AL W     -   0.99998874  x   1.00001886  =   1.00000760
 BV1438!SPC MS E     -   0.99998874  x   0.99997269  =   0.99996143
 BV1438!UTM  16      -   0.99998874  x   0.99981026  =   0.99979900
 BV1438
 BV1438|---------------------------------------------------------------------|
 BV1438| PID    Reference Object                     Distance      Geod. Az  |
 BV1438|                                                           dddmmss.s |
 BV1438| CF9554 DIAMOND RM 1                         32.516 METERS 05756     |
 BV1438| CF9553 DIAMOND AZ MK                                      1110056.7 |
 BV1438| CF9555 DIAMOND RM 2                         31.875 METERS 16053     |
 BV1438| BV1441 WATER VALLEY LOOKOUT TOWER          APPROX. 6.8 KM 3454808.6 |
 BV1438|---------------------------------------------------------------------|
 BV1438
 BV1438                          SUPERSEDED SURVEY CONTROL
 BV1438
 BV1438  NAD 83(1992)-  31 50 49.79280(N)    088 22 48.07072(W) AD(       ) 2
 BV1438  NAD 83(1986)-  31 50 49.80393(N)    088 22 48.07315(W) AD(       ) 2
 BV1438  NAD 27      -  31 50 49.26400(N)    088 22 47.98700(W) AD(       ) 2
 BV1438
 BV1438.Superseded values are not recommended for survey control.
 BV1438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1438.See file dsdata.txt to determine how the superseded data were derived.
 BV1438
 BV1438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA6942824325(NAD 83)
 BV1438_MARKER: DS = TRIANGULATION STATION DISK
 BV1438_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1438
 BV1438  HISTORY     - Date     Condition        Report By
 BV1438  HISTORY     - 1956     MONUMENTED       CGS
 BV1438
 BV1438                          STATION DESCRIPTION
 BV1438
 BV1438'DESCRIBED BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1438'THE STATION IS ABOUT 7 MILES SOUTHEAST OF MELVIN, 4 MILES SOUTHWEST
 BV1438'OF GILBERTOWN, IN THE BARN LOT OF A FARM OWNED BY MR. JIM DIAMOND.
 BV1438'THE STATION IS ABOUT 200 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BV1438'MR. DIAMONDS HOME, 63 FEET WEST OF THE NORTHWEST CORNER OF A BARN
 BV1438'AND 8 FEET EAST OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE
 BV1438'DISK IS STAMPED DIAMOND 1956.
 BV1438'
 BV1438'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17 AND COUNTY
 BV1438'HIGHWAY 14, ABOUT 0.1 MILE NORTH OF THE DEPOT IN GILBERTOWN, GO
 BV1438'WESTERLY ON HIGHWAY 14 FOR 2.55 MILES TO THE PARAGON METHODIST
 BV1438'CHURCH AND A CEMETERY ON THE RIGHT. CONTINUE WEST ON HIGHWAY 14 FOR
 BV1438'0.25 MILE TO A SIDE ROAD LEFT. TURN LEFT AND GO SOUTH AND
 BV1438'SOUTHWEST ON DIRT ROAD FOR 0.6 MILE TO A SIDE ROAD LEFT.
 BV1438'CONTINUE SOUTH AND SOUTHWEST ON DIRT ROAD FOR 1.6 MILES TO A
 BV1438'SIDE ROAD LEFT. CONTINUE AHEAD WESTERLY FOR 0.15 MILE TO A FORK,
 BV1438'TAKE LEFT FORK AND GO SOUTH ON SAND ROAD FOR 0.65 MILE TO THE END
 BV1438'OF THE ROAD AT THE HOME OF MR.  DIAMOND AND THE STATION AS
 BV1438'DESCRIBED.
 BV1438'
 BV1438'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHEAST ON LANE TO
 BV1438'THE SOUTHEAST CORNER OF THE HOUSE, THEN FOLLOW DIRT LANE EASTERLY
 BV1438'ACROSS FIELDS TO THE SECOND SMALL COTTON SHED IN A FIELD AND THE
 BV1438'AZIMUTH MARK AS DESCRIBED.
 BV1438'
 BV1438'REFERENCE MARK 1 IS 126 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF
 BV1438'THE HOUSE, 1 FOOT NORTH OF A GATE POST AND 1 FOOT WEST OF A
 BV1438'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED DIAMOND
 BV1438'NO 1 1956.
 BV1438'
 BV1438'REFERENCE MARK 2 IS 8 FEET NORTHWEST OF A 14 INCH OAK TREE AND 1
 BV1438'FOOT WEST OF A FENCE. THE MARK IS FLUSH AND THE DISK IS STAMPED
 BV1438'DIAMOND NO 2 1956.
 BV1438'
 BV1438'THE AZIMUTH MARK IS 108 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 BV1438'SMALL SHED, 9 FEET SOUTHEAST OF A GATE POST AND 1 FOOT SOUTH OF A
 BV1438'WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS STAMPED
 BV1438'DIAMOND 1956. NOTE--A STAND ABOUT 10 FEET HIGH IS NEEDED AT THE
 BV1438'STATION TO MAKE THE AZIMUTH MARK VISIBLE DUE TO THE CLOSENESS OF A
 BV1438'SMALL BARN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0577 ***********************************************************************
 BT0577  DESIGNATION -  DIEZ
 BT0577  PID         -  BT0577
 BT0577  STATE/COUNTY-  AL/BARBOUR
 BT0577  USGS QUAD   -  EUFAULA SOUTH (1981)
 BT0577
 BT0577                         *CURRENT SURVEY CONTROL
 BT0577  ___________________________________________________________________
 BT0577* NAD 83(1986)-  31 47 32.     (N)    085 10 10.     (W)     SCALED    
 BT0577* NAVD 88     -        79.483  (meters)     260.77   (feet)  ADJUSTED  
 BT0577  ___________________________________________________________________
 BT0577  GEOID HEIGHT-         -26.20  (meters)                     GEOID03
 BT0577  DYNAMIC HT  -          79.390 (meters)     260.47  (feet)  COMP
 BT0577  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 BT0577
 BT0577  VERT ORDER  -  SECOND    CLASS 0
 BT0577
 BT0577.The horizontal coordinates were scaled from a topographic map and have
 BT0577.an estimated accuracy of +/- 6 seconds.
 BT0577
 BT0577.The orthometric height was determined by differential leveling
 BT0577.and adjusted by the National Geodetic Survey in June 1991..
 BT0577
 BT0577.The geoid height was determined by GEOID03.
 BT0577
 BT0577.The dynamic height is computed by dividing the NAVD 88
 BT0577.geopotential number by the normal gravity value computed on the
 BT0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0577.degrees latitude (g = 980.6199 gals.).
 BT0577
 BT0577.The modeled gravity was interpolated from observed gravity values.
 BT0577
 BT0577;                    North         East    Units  Estimated Accuracy
 BT0577;SPC AL E     -   143,460.      262,870.      MT  (+/- 180 meters Scaled)
 BT0577
 BT0577                          SUPERSEDED SURVEY CONTROL
 BT0577
 BT0577  NGVD 29 (??/??/92)   79.540  (m)          260.96   (f) ADJ UNCH    2 0
 BT0577
 BT0577.Superseded values are not recommended for survey control.
 BT0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0577.See file dsdata.txt to determine how the superseded data were derived.
 BT0577
 BT0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA733188(NAD 83)
 BT0577_MARKER: DB = BENCH MARK DISK
 BT0577_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0577_SP_SET: CULVERT
 BT0577_STAMPING: DIEZ 1943
 BT0577_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0577
 BT0577  HISTORY     - Date     Condition        Report By
 BT0577  HISTORY     - 1943     MONUMENTED       CGS
 BT0577
 BT0577                          STATION DESCRIPTION
 BT0577
 BT0577'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT0577'7.5 MI S FROM EUFAULA.
 BT0577'7.5 MILES SOUTH OF THE POST OFFICE AT EUFAULA, ALONG U.S. HIGHWAY
 BT0577'NO. 241, SET IN A CONCRETE BOX CULVERT, 33 FEET EAST OF THE
 BT0577'CENTER-LINE OF THE U.S. HIGHWAY, ABOUT 3 FEET BELOW THE ROAD LEVEL,
 BT0577'0.5 INCH FROM THE NORTH END OF THE CULVERT, BENCH MARK DISK SET
 BT0577'IN A CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2318 ***********************************************************************
 CM2318  DESIGNATION -  DILLARD
 CM2318  PID         -  CM2318
 CM2318  STATE/COUNTY-  AL/TALLAPOOSA
 CM2318  USGS QUAD   -  CARRVILLE (1981)
 CM2318
 CM2318                         *CURRENT SURVEY CONTROL
 CM2318  ___________________________________________________________________
 CM2318* NAD 83(1992)-  32 34 52.75024(N)    085 46 49.33215(W)     ADJUSTED  
 CM2318* NAVD 88     -       174.3    (meters)     572.     (feet)  VERTCON   
 CM2318  ___________________________________________________________________
 CM2318  X           -     395,840.892 (meters)                     COMP
 CM2318  Y           -  -5,365,160.904 (meters)                     COMP
 CM2318  Z           -   3,415,003.860 (meters)                     COMP
 CM2318  LAPLACE CORR-           0.91  (seconds)                    DEFLEC99
 CM2318  ELLIP HEIGHT-         145.59  (meters)          (07/29/02) GPS OBS
 CM2318  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CM2318
 CM2318  HORZ ORDER  -  FIRST
 CM2318  ELLP ORDER  -  FOURTH    CLASS I
 CM2318
 CM2318.The horizontal coordinates were established by GPS observations
 CM2318.and adjusted by the National Geodetic Survey in December 1992..
 CM2318
 CM2318.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2318.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2318
 CM2318.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2318
 CM2318.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2318
 CM2318.The ellipsoidal height was determined by GPS observations
 CM2318.and is referenced to NAD 83.
 CM2318
 CM2318.The geoid height was determined by GEOID03.
 CM2318
 CM2318;                    North         East     Units Scale Factor Converg.
 CM2318;SPC AL E     -   230,766.341   204,972.636   MT  0.99996030   +0 01 42.7
 CM2318;UTM  16      - 3,605,529.679   614,471.471   MT  0.99976158   +0 39 24.6
 CM2318
 CM2318!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2318!SPC AL E     -   0.99997714  x   0.99996030  =   0.99993744
 CM2318!UTM  16      -   0.99997714  x   0.99976158  =   0.99973873
 CM2318
 CM2318:                Primary Azimuth Mark                     Grid Az
 CM2318:SPC AL E     -  NEW ORLEANS ATLANTA AWY BCN 32           101 38 33.0
 CM2318:UTM  16      -  NEW ORLEANS ATLANTA AWY BCN 32           101 00 51.1
 CM2318
 CM2318|---------------------------------------------------------------------|
 CM2318| PID    Reference Object                     Distance      Geod. Az  |
 CM2318|                                                           dddmmss.s |
 CM2318| CM2310 NEW ORLEANS ATLANTA AWY BCN 32      APPROX.10.9 KM 1014015.7 |
 CM2318| CM2312 NOTASULGA MUNICIPAL TANK            APPROX.10.4 KM 1014932.0 |
 CM2318| CM2313 NOTASULGA METH CHURCH SPIRE         APPROX.10.5 KM 1015638.8 |
 CM2318| CY9351 DILLARD RM 1                         33.071 METERS 13143     |
 CM2318| CM2282 TUSKEGEE LAND USE PROJECT LOT       APPROX.20.0 KM 1321903.1 |
 CM2318| CY9352 DILLARD RM 2                         37.527 METERS 23331     |
 CM2318| CM2323 TALLASSEE MILLS TANK                APPROX.11.8 KM 2442905.6 |
 CM2318| CM2427 DILLARD AZ MK RESET                 APPROX. 0.7 KM 2674924.2 |
 CM2318| CY9350 DILLARD AZ MK                                      2683709.1 |
 CM2318| CM2315 REELTOWN SOUGAHATCHEE LOT           APPROX. 7.7 KM 3130615.7 |
 CM2318| CM2317 REELTOWN HIGH SCHOOL STACK          APPROX. 3.3 KM 3150903.6 |
 CM2318|---------------------------------------------------------------------|
 CM2318
 CM2318                          SUPERSEDED SURVEY CONTROL
 CM2318
 CM2318  ELLIP H (12/04/92)  145.63   (m)                       GP(       ) 4 1
 CM2318  NAD 83(1986)-  32 34 52.75830(N)    085 46 49.33200(W) AD(       ) 1
 CM2318  NAD 27      -  32 34 52.27500(N)    085 46 49.48800(W) AD(       ) 1
 CM2318  NGVD 29 (12/04/92)  174.3    (m)          572.     (f) GPS OBS        
 CM2318
 CM2318.Superseded values are not recommended for survey control.
 CM2318.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2318.See file dsdata.txt to determine how the superseded data were derived.
 CM2318
 CM2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1447105530(NAD 83)
 CM2318_MARKER: DS = TRIANGULATION STATION DISK
 CM2318_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2318_SP_SET: CONCRETE POST
 CM2318_STAMPING: DILLARD 1943
 CM2318_MARK LOGO: CGS   
 CM2318_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM2318_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2318+STABILITY: SURFACE MOTION
 CM2318_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2318+SATELLITE: SATELLITE OBSERVATIONS - January 04, 1991
 CM2318
 CM2318  HISTORY     - Date     Condition        Report By
 CM2318  HISTORY     - 1943     MONUMENTED       CGS
 CM2318  HISTORY     - 1943     GOOD             CGS
 CM2318  HISTORY     - 1960     GOOD             CGS
 CM2318  HISTORY     - 19910104 GOOD             ALHD
 CM2318
 CM2318                          STATION DESCRIPTION
 CM2318
 CM2318'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 CM2318'THE STATION IS LOCATED 6.5 MILE WNW OF NOTASULGA, ALONG THE N SIDE
 CM2318'OF THE REEL TOWN ROAD WHICH IS THE LINE BETWEEN MACON AND TALLAPOSSA
 CM2318'COUNTIES AND ON PROPERTY OWNED BY MARVIN DILLARD.  IT IS 30 FEET
 CM2318'N OF THE CENTER OF THE ROAD, 10 FEET S OF A FENCE LINE, 31 FEET
 CM2318'WSW OF A FENCE CORNER AND 65 FEET W OF THE CENTER OF A HOUSE
 CM2318'DRIVEWAY.  IT IS STAMPED DILLARD 1943 AND PROJECTS 5 INCHES.
 CM2318'
 CM2318'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 CM2318'SET IN CONCRETE.
 CM2318'
 CM2318'REFERENCE MARK NO. 1 IS SE OF THE STATION, 42 FEET S OF THE CENTER
 CM2318'OF THE ROAD AND 56 FEET E OF A POWER-LINE POLE.  IT IS STAMPED
 CM2318'DILLARD NO. 1 1943 AND PROJECTS 6 INCHES.
 CM2318'
 CM2318'REFERENCE MARK NO. 2 IS SW OF THE STATION, 42 FEET S OF THE
 CM2318'CENTER OF THE ROAD AND 124 FEET W OF A POWER-LINE POLE.  IT IS
 CM2318'STAMPED DILLARD NO. 2 1943 AND PROJECTS 6 INCHES.
 CM2318'
 CM2318'THE AZIMUTH MARK IS 0.35 MILE W OF THE STATION AT A FORK WHERE THE
 CM2318'REELTOWN ROAD BEARS RIGHT.  IT IS 28 FEET S OF THE CENTER OF A
 CM2318'MACADAM ROAD LEADING W, 3 FEET N OF A FENCE LINE.  IT IS 49 FEET
 CM2318'E OF A FENCE CORNER AND 27 FEET NE OF A POWER-LINE POLE.  IT IS
 CM2318'STAMPED DILLARD 1943 AND PROJECTS 4 INCHES.
 CM2318'
 CM2318'TO REACH THE STATION FROM NOTASULGA GO W ON STATE HIGHWAY 14 FOR
 CM2318'5.0 MILES TO LIBERTY CITY CROSSROADS, TAKE THE RIGHT FORK
 CM2318'(REELTOWN ROAD) AND GO 1.75 MILES TO A HOUSE ON THE RIGHT AND THE
 CM2318'STATION.
 CM2318'
 CM2318'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT MCKINSIE.
 CM2318'
 CM2318'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT SULGA.
 CM2318'
 CM2318'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHTS AT ROXANA 1930, KENT
 CM2318'1930, AND TALLASSEE.
 CM2318'
 CM2318'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CM2318
 CM2318                          STATION RECOVERY (1943)
 CM2318
 CM2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 CM2318'RECOVERED IN GOOD CONDITION.
 CM2318
 CM2318                          STATION RECOVERY (1960)
 CM2318
 CM2318'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (ALW)
 CM2318'ALL MARKS RECOVERED IN APPARENTLY GOOD CONDITION.  DISTANCES TO
 CM2318'R.M.S CHECKED CLOSELY AS POSSIBLE UNDER ADVERSE (WIND) CONDITIONS,
 CM2318'WHILE DIRECTIONS TO BOTH NOW OBSERVED ABOUT 1-3/4 MINUTES GREATER
 CM2318'THAN IN 1943.  THE DOOMED AZIMUTH MARK WAS RESET.
 CM2318'
 CM2318'ABOUT 5.4 MILE W ALONG NO. 14 ALABAMA HIGHWAY FROM THE RAILROAD
 CM2318'STATION IN NOTASULGA THENCE ON RIGHT FORK ALONG NO. 120 ALABAMA
 CM2318'HWY. 1.9 MILES TO TOP OF HILL AND STATION ON RIGHT, 64 FEET W OF
 CM2318'PROJECTED PLANE OF W WALL OF FRAME HOUSE, 18 FEET W OF CENTER LINE
 CM2318'OF DRIVEWAY, 31 FEET N OF CENTER LINE OF 20-FOOT HWY. PAVEMENT,
 CM2318'0.1 FOOT LOWER THAN SAME, AND 5.3 FEET S OF STEEL WITNESS POST
 CM2318'THAT IS IN FENCE LINE WITH UPPER MARK
 CM2318'0.6 FOOT UNDERGROUND, AND DISKS STAMPED DILLARD 1943.
 CM2318'
 CM2318'REFERENCE STAMPED DILLARD NO 1 1943, PROJECTS 0.5 FOOT
 CM2318'BUT 0.2 FOOT BELOW GENERAL GROUND LEVEL, IS 108.50 FEET OR 33.071
 CM2318'METERS SE S 48 DEG 17 MIN E FROM STATION, 42 FEET S OF
 CM2318'HWY. CENTER LINE, 3.0 FEET HIGHER THAN SAME, 19 FEET E OF
 CM2318'PROJECTED PLANE OF W WALL OF HOUSE, AND 7 FEET W OF PROJECTED
 CM2318'CENTER LINE OF CONCRETE WALKWAY TO THE HOUSE.
 CM2318'
 CM2318'REFERENCE STAMPED DILLARD NO 2 1943, 0.4 FOOT
 CM2318'UNDERGROUND, IS 123.12 FEET OR 37.527 METERS SW S 53 DEG 31 MIN W
 CM2318'FROM STATION, 30 YARDS W OF CREST OF RIDGE, 42 FEET S OF
 CM2318'HWY. CENTER LINE, 3.3 FEET HIGHER THAN SAME, AND 1.2 FEET S OF A
 CM2318'STEEL WITNESS POST.
 CM2318'
 CM2318'AZ. MK. STAMPED DILLARD RESET 1960, PROJECTING 0.3 FOOT,
 CM2318'IS ABOUT 0.45 MILE W S 87 DEG 49 MIN W FROM
 CM2318'STATION, ABOUT 25 YARDS W OF VIRTUAL E END OF LONG HIGHWAY CURVE,
 CM2318'39.5 FEET S OF HWY. CENTER LINE, AND 2.0 FEET E OF STEEL WITNESS
 CM2318'POST.
 CM2318
 CM2318                          STATION RECOVERY (1991)
 CM2318
 CM2318'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2318'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE NORTH RIGHT OF WAY
 CM2318'OF ALA 120, ABOUT 2.25 MI (3.62 KM) SOUTHEAST OF REELTOWN AND ABOUT
 CM2318'5.25 MI (8.45 KM) EAST OF NOTASULGA.
 CM2318'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 81 (MILE POST
 CM2318'208.00 ON ALA 14) IN NOTASULGA, DRIVE WEST ON ALA 14 FOR 5.25 MI
 CM2318'(8.45 KM) TO MILE POST 202.75 AND ALA 120 ON THE RIGHT, TURN RIGHT ON
 CM2318'ALA 120 AND DRIVE WEST 1.85 MI (2.98 KM) TO MILE POST 2.35 AND THE
 CM2318'STATION ON THE RIGHT.
 CM2318'THE STATION IS LOCATED AT THE SOUTHEAST CORNER OF A LOG BORDER AROUND
 CM2318'A FLOWER BED, 5.2 FT (1.6 M) SOUTH OF A STEEL POST, 17.2 FT (5.2 M)
 CM2318'WEST OF THE CENTER OF A PAVED DRIVEWAY, 31.5 FT (9.6 M) NORTH OF THE
 CM2318'CENTERLINE OF ALA 120, 56.6 FT (17.3 M) SOUTHWEST OF A 24-INCH PECAN
 CM2318'TREE IN A FRONT YARD, 109.0 FT (33.2 M) SOUTHWEST OF THE SOUTHWEST
 CM2318'CORNER OF A BRICK RESIDENCE, AND SET FOUR INCHES UNDERGROUND.
 CM2318'DILLARD AZIMUTH MARK 1960 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2427 ***********************************************************************
 CM2427  DESIGNATION -  DILLARD AZ MK RESET
 CM2427  PID         -  CM2427
 CM2427  STATE/COUNTY-  AL/TALLAPOOSA
 CM2427  USGS QUAD   -  CARRVILLE (1981)
 CM2427
 CM2427                         *CURRENT SURVEY CONTROL
 CM2427  ___________________________________________________________________
 CM2427* NAD 83(1992)-  32 34 51.88956(N)    085 47 16.05413(W)     ADJUSTED  
 CM2427* NAVD 88     -       169.0    (meters)     554.     (feet)  VERTCON   
 CM2427  ___________________________________________________________________
 CM2427  X           -     395,146.543 (meters)                     COMP
 CM2427  Y           -  -5,365,221.934 (meters)                     COMP
 CM2427  Z           -   3,414,978.670 (meters)                     COMP
 CM2427  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 CM2427  ELLIP HEIGHT-         140.30  (meters)          (07/29/02) GPS OBS
 CM2427  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CM2427
 CM2427  HORZ ORDER  -  FIRST
 CM2427  ELLP ORDER  -  FOURTH    CLASS I
 CM2427
 CM2427.The horizontal coordinates were established by GPS observations
 CM2427.and adjusted by the National Geodetic Survey in December 1992..
 CM2427
 CM2427.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2427.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2427
 CM2427.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2427
 CM2427.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2427
 CM2427.The ellipsoidal height was determined by GPS observations
 CM2427.and is referenced to NAD 83.
 CM2427
 CM2427.The geoid height was determined by GEOID03.
 CM2427
 CM2427;                    North         East     Units Scale Factor Converg.
 CM2427;SPC AL E     -   230,739.506   204,275.735   MT  0.99996023   +0 01 28.3
 CM2427;UTM  16      - 3,605,495.210   613,775.045   MT  0.99975962   +0 39 10.2
 CM2427
 CM2427!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2427!SPC AL E     -   0.99997797  x   0.99996023  =   0.99993820
 CM2427!UTM  16      -   0.99997797  x   0.99975962  =   0.99973760
 CM2427
 CM2427:                Primary Azimuth Mark                     Grid Az
 CM2427:SPC AL E     -  DILLARD                                  087 47 41.6
 CM2427:UTM  16      -  DILLARD                                  087 09 59.7
 CM2427
 CM2427|---------------------------------------------------------------------|
 CM2427| PID    Reference Object                     Distance      Geod. Az  |
 CM2427|                                                           dddmmss.s |
 CM2427| CM2318 DILLARD                             APPROX. 0.7 KM 0874909.9 |
 CM2427|---------------------------------------------------------------------|
 CM2427
 CM2427                          SUPERSEDED SURVEY CONTROL
 CM2427
 CM2427  ELLIP H (12/04/92)  140.35   (m)                       GP(       ) 4 1
 CM2427  NAD 83(1986)-  32 34 51.89766(N)    085 47 16.05396(W) AD(       ) 1
 CM2427  NGVD 29 (12/04/92)  169.0    (m)          554.     (f) GPS OBS        
 CM2427
 CM2427.Superseded values are not recommended for survey control.
 CM2427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2427.See file dsdata.txt to determine how the superseded data were derived.
 CM2427
 CM2427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1377505495(NAD 83)
 CM2427_MARKER: DZ = AZIMUTH MARK DISK
 CM2427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2427_SP_SET: CONCRETE POST
 CM2427_STAMPING: DILLARD RESET 1960
 CM2427_MARK LOGO: CGS   
 CM2427_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM2427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2427+STABILITY: SURFACE MOTION
 CM2427_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2427+SATELLITE: SATELLITE OBSERVATIONS - May 01, 1991
 CM2427
 CM2427  HISTORY     - Date     Condition        Report By
 CM2427  HISTORY     - 1960     MONUMENTED       CGS
 CM2427  HISTORY     - 19910501 GOOD             ALHD
 CM2427
 CM2427                          STATION DESCRIPTION
 CM2427
 CM2427'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2427'THE STATION IS LOCATED IN TALLAPOOSA COUNTY ON THE SOUTH RIGHT OF WAY
 CM2427'OF ALA 120, ABOUT 2.00 MI (3.22 KM) SOUTHEAST OF REELTOWN AND ABOUT
 CM2427'6.80 MI (10.94 KM) NORTHEAST OF TALLASSEE.
 CM2427'TO REACH THE STATION FROM THE JUNCTION OF ALA 14 AND ALA 81 (MILE POST
 CM2427'208.00 ON ALA 14) IN NOTASULGA, DRIVE WEST ON ALA 14 FOR 5.25 MI
 CM2427'(8.45 KM) TO MILE POST 202.75 AND ALA 120 ON THE RIGHT, TURN RIGHT ON
 CM2427'ALA 120 AND DRIVE WEST 2.30 MI (3.70 KM) TO MILE POST 1.90 AND THE
 CM2427'STATION ON THE LEFT.
 CM2427'THE STATION IS NEAR THE BEGINNING OF A LONG CURVE TO THE RIGHT, 3.0 FT
 CM2427'(0.9 M) NORTH OF A FIVE-FOOT FRONT SLOPE, 11.5 FT (3.5 M)
 CM2427'WEST-SOUTHWEST OF A TWO AND ONE HALF-INCH VENT PIPE ONE FOOT TALL,
 CM2427'40.0 FT (12.2 M) SOUTH OF THE CENTERLINE OF ALA 120, 101.0 FT
 CM2427'(30.8 M) WEST OF TRANSFORMER POWER POLE NO. 4865, 2.1 FT (0.6 M)
 CM2427'SOUTHEAST OF A METAL WITNESS POST WITH NO SIGN, 0.9 FT (0.3 M)
 CM2427'NORTH-NORTHEAST OF A CARSONITE WITNESS POST, AND PROJECTS ONE-INCH.
 CM2427'TRIANGULATION STATION DILLARD 1943 MAY BE USED AS AN AZIMUTH FOR THIS
 CM2427'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1831 ***********************************************************************
 DJ1831  DESIGNATION -  DILLBURG
 DJ1831  PID         -  DJ1831
 DJ1831  STATE/COUNTY-  AL/PICKENS
 DJ1831  USGS QUAD   -  CUNNINGHAM (1982)
 DJ1831
 DJ1831                         *CURRENT SURVEY CONTROL
 DJ1831  ___________________________________________________________________
 DJ1831* NAD 83(1992)-  33 11 38.45842(N)    088 06 08.73580(W)     ADJUSTED  
 DJ1831* NAVD 88     -        75.     (meters)     246.     (feet)  SCALED    
 DJ1831  ___________________________________________________________________
 DJ1831  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DJ1831  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DJ1831
 DJ1831  HORZ ORDER  -  THIRD
 DJ1831
 DJ1831.The horizontal coordinates were established by classical geodetic methods
 DJ1831.and adjusted by the National Geodetic Survey in December 1992..
 DJ1831
 DJ1831.The orthometric height was scaled from a topographic map.
 DJ1831
 DJ1831.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1831
 DJ1831.The geoid height was determined by GEOID03.
 DJ1831
 DJ1831;                    North         East     Units Scale Factor Converg.
 DJ1831;SPC AL W     -   354,290.310   543,828.165   MT  0.99997222   -0 19 47.4
 DJ1831;UTM  16      - 3,673,337.216   397,239.327   MT  0.99973019   -0 36 13.0
 DJ1831
 DJ1831!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1831!SPC AL W     -   0.99999274  x   0.99997222  =   0.99996496
 DJ1831!UTM  16      -   0.99999274  x   0.99973019  =   0.99972293
 DJ1831
 DJ1831:                Primary Azimuth Mark                     Grid Az
 DJ1831:SPC AL W     -  RADIO STATION WRAG MAST                  012 44 25.2
 DJ1831:UTM  16      -  RADIO STATION WRAG MAST                  013 00 50.8
 DJ1831
 DJ1831|---------------------------------------------------------------------|
 DJ1831| PID    Reference Object                     Distance      Geod. Az  |
 DJ1831|                                                           dddmmss.s |
 DJ1831| DJ1832 RADIO STATION WRAG MAST             APPROX. 2.7 KM 0122437.8 |
 DJ1831| CF9557 DILLBURG RM 1                        23.128 METERS 07936     |
 DJ1831| CF9556 DILLBURG AZ MK                                     1612218.1 |
 DJ1831| CF9558 DILLBURG RM 2                        26.380 METERS 16446     |
 DJ1831|---------------------------------------------------------------------|
 DJ1831
 DJ1831                          SUPERSEDED SURVEY CONTROL
 DJ1831
 DJ1831  NAD 83(1986)-  33 11 38.46475(N)    088 06 08.73774(W) AD(       ) 3
 DJ1831  NAD 27      -  33 11 38.02500(N)    088 06 08.64400(W) AD(       ) 3
 DJ1831
 DJ1831.Superseded values are not recommended for survey control.
 DJ1831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1831.See file dsdata.txt to determine how the superseded data were derived.
 DJ1831
 DJ1831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9723973337(NAD 83)
 DJ1831_MARKER: DS = TRIANGULATION STATION DISK
 DJ1831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1831
 DJ1831  HISTORY     - Date     Condition        Report By
 DJ1831  HISTORY     - 1955     MONUMENTED       CGS
 DJ1831  HISTORY     - 1974     GOOD             LOCENG
 DJ1831
 DJ1831                          STATION DESCRIPTION
 DJ1831
 DJ1831'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1831'STATION IS LOCATED ABOUT 5 MILES NORTHEAST OF ALICEVILLE, ABOUT
 DJ1831'4.5 MILES SOUTH OF CARROLLTON, ON A SMALL HILL ABOUT 0.05 MILE WEST
 DJ1831'OF STATE HIGHWAY 17 AND ON PROPERTY OWNED BY THE POTS LUMBER CO.
 DJ1831'IT IS IN THE EXTREME SOUTH END OF A CLEARED AREA NOW BEING USED AS
 DJ1831'A LUMBER YARD.  IT IS 28 FEET SOUTHEAST OF A 15 INCH PINE TREE,
 DJ1831'26 FEET WEST OF THE CENTER OF A DIM TRACK ROAD AND 4 FEET SOUTH
 DJ1831'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 DJ1831'STAMPED DILLBURG 1955.
 DJ1831'
 DJ1831'REFERENCE MARK NO. 1 IS AT THE SOUTHEAST EDGE OF THE CLEARED
 DJ1831'AREA AND 49 FEET NORTH OF A 14 INCH OAK TREE WITH A TRIANGLE BLAZE.
 DJ1831'THE MARK IS FLUSH AND THE DISK IS STAMPED DILLBURG NO 1 1955.
 DJ1831'
 DJ1831'REFERENCE MARK NO. 2 IS 30 FEET EAST OF A TWIN OAK TREE AND 13 FEET
 DJ1831'SOUTHWEST OF A 12 INCH OAK TREE WITH A TRIANGLE BLAZE.  THE
 DJ1831'MARK IS FLUSH AND THE DISK IS STAMPED DILLBURG NO 2 1955.
 DJ1831'
 DJ1831'AZIMUTH MARK IS 22 FEET EAST OF THE EAST RAIL OF A RAILROAD, 2 FEET
 DJ1831'NORTH OF A WHITE WITNESS POST AND 1 FOOT WEST OF A FENCE CORNER.
 DJ1831'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED DILLBURG 1955.
 DJ1831'
 DJ1831'TO REACH THE STATION FROM THE POST OFFICE IN ALICEVILLE, GO NORTH
 DJ1831'ON STATE HIGHWAY 40 (MAIN STREET) FOR ABOUT 100 FEET TO THE
 DJ1831'JUNCTION OF STATE HIGHWAY 17 AND 40, TURN RIGHT ON HIGHWAY 17
 DJ1831'AND GO NORTHEAST FOR 5.75 MILES TO A SIDE ROAD LEFT, TURN LEFT AND
 DJ1831'GO WEST FOR 0.05 MILE TO A SAW MILL AND TRACK ROAD LEFT, TURN
 DJ1831'LEFT AND GO SOUTH FOR 0.1 MILE TO THE STATION ON THE RIGHT AS
 DJ1831'DESCRIBED.
 DJ1831'
 DJ1831'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON A TRACK
 DJ1831'ROAD FOR 0.1 MILE TO A T ROAD, TURN RIGHT AND GO EAST FOR 0.05
 DJ1831'MILE TO STATE HIGHWAY 17, TURN RIGHT AND GO SOUTH ON HIGHWAY 17 FOR
 DJ1831'0.35 MILE TO THE MARK ON THE RIGHT AS DESCRIBED.
 DJ1831'
 DJ1831'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ1831
 DJ1831                          STATION RECOVERY (1974)
 DJ1831
 DJ1831'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB)
 DJ1831'DILLBURG 1955 RECOVERED EXCELLENT - ONLY FOUND STA.  THERE IS NOW
 DJ1831'A DUMP IN THIS LOCATION AND MOUNDS OF TRASH EVERYWHERE.  RMS ARE
 DJ1831'PROBABLY IN BUT UNDER TRASH.
 DJ1831'
 DJ1831'DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MI. NE. ALICEVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3123 ***********************************************************************
 BH3123  DESIGNATION -  DIP
 BH3123  PID         -  BH3123
 BH3123  STATE/COUNTY-  AL/MOBILE
 BH3123  USGS QUAD   -  LITTLE DAUPHIN ISLAND (1982)
 BH3123
 BH3123                         *CURRENT SURVEY CONTROL
 BH3123  ___________________________________________________________________
 BH3123* NAD 83(1992)-  30 16 05.04460(N)    088 07 02.50460(W)     ADJUSTED  
 BH3123* NAVD 88     -        10.2    (meters)      33.     (feet)  VERTCON   
 BH3123  ___________________________________________________________________
 BH3123  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 BH3123  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BH3123
 BH3123  HORZ ORDER  -  THIRD
 BH3123
 BH3123.The horizontal coordinates were established by classical geodetic methods
 BH3123.and adjusted by the National Geodetic Survey in December 1992..
 BH3123
 BH3123.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH3123.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH3123
 BH3123.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3123
 BH3123.The geoid height was determined by GEOID03.
 BH3123
 BH3123;                    North         East     Units Scale Factor Converg.
 BH3123;SPC AL W     -    29,875.927   540,597.137   MT  0.99997685   -0 18 40.3
 BH3123;UTM  16      - 3,349,018.349   392,520.425   MT  0.99974251   -0 33 47.7
 BH3123
 BH3123!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3123!SPC AL W     -   1.00000277  x   0.99997685  =   0.99997962
 BH3123!UTM  16      -   1.00000277  x   0.99974251  =   0.99974528
 BH3123
 BH3123                          SUPERSEDED SURVEY CONTROL
 BH3123
 BH3123  NAD 83(1986)-  30 16 05.06828(N)    088 07 02.50312(W) AD(       ) 3
 BH3123  NGVD 29 (05/01/92)   10.2    (m)           33.     (f) VERT ANG       
 BH3123
 BH3123.Superseded values are not recommended for survey control.
 BH3123.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3123.See file dsdata.txt to determine how the superseded data were derived.
 BH3123
 BH3123_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9252049018(NAD 83)
 BH3123_MARKER: DD = SURVEY DISK
 BH3123_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BH3123_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH3123_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH3123+STABILITY: SURFACE MOTION
 BH3123
 BH3123  HISTORY     - Date     Condition        Report By
 BH3123  HISTORY     - 1985     MONUMENTED       NOS
 BH3123
 BH3123                          STATION DESCRIPTION
 BH3123
 BH3123'DESCRIBED BY NATIONAL OCEAN SERVICE 1985 (WVH)
 BH3123'THE STATION IS LOCATED ON THE W SIDE OF THE DAUPHIN ISLAND BRIDGE
 BH3123'AT THE APEX OF THE BRIDGE BETWEEN BAYOU ALOE AND DAUPHIN ISLAND BAY.
 BH3123'
 BH3123'TO REACH THE STATION FROM THE JUNCTION OF AL 193 AND AL 188 IN
 BH3123'ALABAMA PORT, GO S ON AL 193 FOR 11.4 KM (7.1 MI) TO THE S END OF
 BH3123'THE DAUPHIN ISLAND BRIDGE AND THE STATION IN THE BREAK-DOWN LANE ON
 BH3123'THE RIGHT.
 BH3123'
 BH3123'STATION MARK IS A STANDARD NOS DISK STAMPED---DIP 1985---, SET IN A
 BH3123'DRILL HOLE IN THE CONCRETE.  IT IS LOCATED 11.64 M (38.2 FT) W OF
 BH3123'THE INSIDE FACE OF THE E GUARD RAIL, 0.32 M (1.05 FT) E OF THE
 BH3123'INSIDE FACE OF THE W GUARD RAIL, AND 0.18 M (0.6 FT) S OF THE
 BH3123'EXPANSION JOINT NEAREST THE APEX OF THE BRIDGE.
 BH3123'
 BH3123'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BH3123'
 BH3123'DESCRIBED BY B. LINK.
 BH3123'
 BH3123'STATION R.A.D. IN 1986.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2990 ***********************************************************************
 CN2990  DESIGNATION -  DIXIE
 CN2990  PID         -  CN2990
 CN2990  STATE/COUNTY-  AL/CHILTON
 CN2990  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN2990
 CN2990                         *CURRENT SURVEY CONTROL
 CN2990  ___________________________________________________________________
 CN2990* NAD 83(1992)-  32 47 40.24209(N)    086 54 25.23303(W)     ADJUSTED  
 CN2990* NAVD 88     -       171.6    (meters)     563.     (feet)  VERTCON   
 CN2990  ___________________________________________________________________
 CN2990  LAPLACE CORR-           1.24  (seconds)                    DEFLEC99
 CN2990  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CN2990
 CN2990  HORZ ORDER  -  SECOND
 CN2990
 CN2990.The horizontal coordinates were established by classical geodetic methods
 CN2990.and adjusted by the National Geodetic Survey in December 1992..
 CN2990
 CN2990.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN2990.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN2990
 CN2990.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2990
 CN2990.The geoid height was determined by GEOID03.
 CN2990
 CN2990;                    North         East     Units Scale Factor Converg.
 CN2990;SPC AL W     -   309,980.472   655,541.713   MT  0.99997136   +0 19 16.3
 CN2990;UTM  16      - 3,628,510.692   508,706.898   MT  0.99960093   +0 03 01.3
 CN2990
 CN2990!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2990!SPC AL W     -   0.99997758  x   0.99997136  =   0.99994894
 CN2990!UTM  16      -   0.99997758  x   0.99960093  =   0.99957852
 CN2990
 CN2990|---------------------------------------------------------------------|
 CN2990| PID    Reference Object                     Distance      Geod. Az  |
 CN2990|                                                           dddmmss.s |
 CN2990| CF9564 DIXIE RM 1                           14.426 METERS 18352     |
 CN2990| CF9565 DIXIE RM 2                           14.324 METERS 27318     |
 CN2990| CN2989 MAPLESVILLE ATT MICROWAVE           APPROX. 3.0 KM 3135415.8 |
 CN2990| CF9563 DIXIE AZ MK                                        3205739.3 |
 CN2990|---------------------------------------------------------------------|
 CN2990
 CN2990                          SUPERSEDED SURVEY CONTROL
 CN2990
 CN2990  NAD 83(1986)-  32 47 40.25057(N)    086 54 25.23730(W) AD(       ) 2
 CN2990  NAD 27      -  32 47 39.79249(N)    086 54 25.27604(W) AD(       ) 2
 CN2990  NGVD 29 (07/19/86)  171.6    (m)          563.     (f) VERT ANG       
 CN2990
 CN2990.Superseded values are not recommended for survey control.
 CN2990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2990.See file dsdata.txt to determine how the superseded data were derived.
 CN2990
 CN2990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB0870728511(NAD 83)
 CN2990_MARKER: DS = TRIANGULATION STATION DISK
 CN2990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2990_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN2990
 CN2990  HISTORY     - Date     Condition        Report By
 CN2990  HISTORY     - 1971     MONUMENTED       NGS
 CN2990
 CN2990                          STATION DESCRIPTION
 CN2990
 CN2990'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2990'THE STATION IS ABOUT 2 MILES WEST-NORTHWEST OF MAPLESVILLE, 2 MILES
 CN2990'SOUTHEAST OF THE JUNCTION OF U.S. HIGHWAY 82 AND STATE HIGHWAY 183
 CN2990'AND ON PROPERTY OWNED BY MR. WILLARD B. HICKS OF MAPLESVILLE.  HIS
 CN2990'PHONE NUMBER IS (205) 366-2923.
 CN2990'
 CN2990'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 CN2990'HIGHWAY 22, ABOUT 1-1/2 MILES SOUTH OF MAPLESVILLE, GO NORTHWEST ON
 CN2990'U.S. HIGHWAY 82 FOR 2.55 MILES TO A SHELL SERVICE STATION, THE
 CN2990'HEART OF DIXIE GROCERY AND THE STATION ON THE RIGHT.
 CN2990'
 CN2990'STATION MARKS ARE STANDARD DISKS STAMPED DIXIE 1971.  THE SURFACE
 CN2990'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN2990'FLUSH WITH THE GROUND SURFACE.  IT IS 164 FEET NORTHEAST OF THE
 CN2990'CENTER OF U.S. HIGHWAY 82, 96.8 FEET NORTH-NORTHWEST OF THE NORTHWEST
 CN2990'CORNER OF THE HEART OF DIXIE GROCERY, 90.5 FEET NORTHWEST OF A POWER
 CN2990'LINE POLE WITH TRANSFORMER AND 17.5 FEET SOUTH-SOUTHEAST OF A
 CN2990'TELEPHONE POLE.  THE UNDERGROUND DISK IS SET IN AN IRREGULAR MASS
 CN2990'OF CONCRETE 42 INCHES BELOW GROUND SURFACE.
 CN2990'
 CN2990'REFERENCE MARK 1, A STANDARD DISK STAMPED DIXIE NO 1 1971, IS SET
 CN2990'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 CN2990'GROUND SURFACE.  IT IS 137 FEET NORTHEAST OF THE CENTER OF U.S.
 CN2990'HIGHWAY 82, 54 FEET WEST-NORTHWEST OF THE POWER LINE POLE WITH
 CN2990'TRANSFORMER AND 52.5 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER
 CN2990'OF THE HEART OF DIXIE GROCERY.
 CN2990'
 CN2990'REFERENCE MARK 2, A STANDARD DISK STAMPED DIXIE NO 2 1971, IS SET
 CN2990'GROUND SURFACE.  IT IS 122 FEET NORTHEAST OF THE CENTER OF U.S.
 CN2990'HIGHWAY 82, 73.5 FEET EAST OF A POWER LINE POLE WITH STREET LAMP,
 CN2990'44 FEET WEST-SOUTHWEST OF THE TELEPHONE POLE AND 43 FEET EAST OF
 CN2990'THE CENTER OF A DIRT ROAD.
 CN2990'
 CN2990'THE AZIMUTH MARK, A STANDARD DISK STAMPED DIXIE 1971, IS SET IN THE
 CN2990'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 1 INCH
 CN2990'ABOVE THE GROUND SURFACE.  IT IS 97 FEET EAST OF THE SOUTHEAST
 CN2990'CORNER OF A CINDER BLOCK HOUSE, 54 FEET SOUTHWEST OF THE CENTER OF
 CN2990'U.S.  HIGHWAY 82, 3 FEET NORTH OF A METAL WITNESS POST AND 2.3
 CN2990'FEET EAST-NORTHEAST OF TELEPHONE POLE NUMBER L 29.
 CN2990'
 CN2990'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON U.S.
 CN2990'HIGHWAY 82 FOR 0.3 MILE TO THE MARK ON THE LEFT.
 CN2990'
 CN2990'HEIGHT OF LIGHT ABOVE THE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4070 ***********************************************************************
 BG4070  DESIGNATION -  DIXIE
 BG4070  PID         -  BG4070
 BG4070  STATE/COUNTY-  AL/BALDWIN
 BG4070  USGS QUAD   -  FOLEY (1980)
 BG4070
 BG4070                         *CURRENT SURVEY CONTROL
 BG4070  ___________________________________________________________________
 BG4070* NAD 83(1992)-  30 28 41.10234(N)    087 42 27.01255(W)     ADJUSTED  
 BG4070* NAVD 88     -        34.26   (+/-2cm)     112.4    (feet)  VERTCON   
 BG4070  ___________________________________________________________________
 BG4070  LAPLACE CORR-           1.22  (seconds)                    DEFLEC99
 BG4070  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 BG4070
 BG4070  HORZ ORDER  -  FIRST
 BG4070  VERT ORDER  -  THIRD ? (See Below)
 BG4070
 BG4070.The horizontal coordinates were established by classical geodetic methods
 BG4070.and adjusted by the National Geodetic Survey in December 1992..
 BG4070
 BG4070.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4070.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4070.The vertical order pertains to the NGVD 29 superseded value.
 BG4070
 BG4070.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4070
 BG4070.The geoid height was determined by GEOID03.
 BG4070
 BG4070;                    North         East     Units Scale Factor Converg.
 BG4070;SPC AL W     -    53,013.475   580,076.730   MT  0.99993823   -0 06 18.9
 BG4070;UTM  16      - 3,371,975.530   432,091.532   MT  0.99965689   -0 21 31.9
 BG4070
 BG4070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4070!SPC AL W     -   0.99999901  x   0.99993823  =   0.99993724
 BG4070!UTM  16      -   0.99999901  x   0.99965689  =   0.99965590
 BG4070
 BG4070|---------------------------------------------------------------------|
 BG4070| PID    Reference Object                     Distance      Geod. Az  |
 BG4070|                                                           dddmmss.s |
 BG4070| BG4072 ROUTE 3 STA 1594+31.8 POT            12.314 METERS 00015     |
 BG4070| DD7849 DIXIE RM 1                           47.570 METERS 02127     |
 BG4070| DD7850 DIXIE RM 2                           61.905 METERS 11528     |
 BG4070| BG4071 FOLEY MUNICIPAL TANK                APPROX. 8.1 KM 1640906.8 |
 BG4070| BG4125 SMILEY                              APPROX.18.8 KM 2640204.1 |
 BG4070| BG4145 FAIRHOPE MUNICIPAL TANK             APPROX.19.4 KM 2850640.2 |
 BG4070| DD7848 DIXIE AZ MK                                        3441217.3 |
 BG4070| BG4138 ROBERTSDALE MUNICIPAL TANK          APPROX. 8.5 KM 3563758.3 |
 BG4070|---------------------------------------------------------------------|
 BG4070
 BG4070                          SUPERSEDED SURVEY CONTROL
 BG4070
 BG4070  NAD 83(1986)-  30 28 41.12332(N)    087 42 27.01721(W) AD(       ) 1
 BG4070  NAD 27      -  30 28 40.41700(N)    087 42 27.06300(W) AD(       ) 1
 BG4070  NGVD 29 (07/19/86)   34.23   (m)          112.3    (f) LEVELING    3  
 BG4070
 BG4070.Superseded values are not recommended for survey control.
 BG4070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4070.See file dsdata.txt to determine how the superseded data were derived.
 BG4070
 BG4070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3209271976(NAD 83)
 BG4070_MARKER: DS = TRIANGULATION STATION DISK
 BG4070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4070_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BG4070
 BG4070  HISTORY     - Date     Condition        Report By
 BG4070  HISTORY     - 1934     MONUMENTED       CGS
 BG4070  HISTORY     - 1976     MARK NOT FOUND   USGS
 BG4070  HISTORY     - 1977     MARK NOT FOUND   NGS
 BG4070
 BG4070                          STATION DESCRIPTION
 BG4070
 BG4070'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 BG4070'STATION IS ABOUT 5-1/2 MILES S OF ROBERTSDALE, ABOUT 5-1/2 MILES N OF
 BG4070'FOLEY, ABOUT 1 MILE SW OF SUMMERDALE, AND 0.2 MILE NW OF THE DIXIE
 BG4070'TRIANGLE CAMP, ON THE SW SIDE OF STATE HIGHWAY 3, IN OPEN
 BG4070'UNCULTIVATED LAND WITH SCATTERED SMALL PINE TREES.  IT IS 54 FEET SW
 BG4070'OF THE CENTER LINE OF THE HIGHWAY APPROXIMATELY AT HIGHWAY STATION
 BG4070'1594 PLUS 63, 31 FEET SE OF THE SE END OF A HIGHWAY CURVE, AND 40.40
 BG4070'FEET S OF A CONCRETE POST MARKING THE POINT OF TANGENT OF THE
 BG4070'CURVE.  THE MARK PROJECTS 4 INCHES.
 BG4070'
 BG4070'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BG4070'BRONZE DISKS SET IN CONCRET.
 BG4070'
 BG4070'REFERENCE MARK NO. 1 IS NNE OF THE STATION, 79 FEET ENE OF THE CENTER
 BG4070'LINE OF THE HIGHWAY, AND 70 FEET N OF THE CONCRETE POST ON THE E
 BG4070'SIDE OF THE HIGHWAY MARKING POINT OF TANGENT OF CURVE, AND PROJECTS
 BG4070'4 INCHES.
 BG4070'
 BG4070'REFERENCE MARK NO. 2 IS SE OF THE STATION, 41 FEET NE OF THE CENTER
 BG4070'LINE OF THE HIGHWAY, 10 FEET NE OF THE EDGE OF THE HIGHWAY DITCH,
 BG4070'AND 264.72 FEET FROM REFERENCE MARK NO. 1.  THE MARK PROJECTS 6
 BG4070'INCHES.
 BG4070'
 BG4070'THE AZIMUTH MARK IS NNW OF THE STATION, 56 FEET W OF THE CENTER LINE
 BG4070'OF THE HIGHWAY, AND 208 FEET N OF THE N END OF THE HIGHWAY CURVE
 BG4070'MARKED BY A CONCRETE POST WITH THE NUMBERS 1585 PLUS 24 CAST IN THE
 BG4070'CONCRETE.  THE MARK PROJECTS 6 INCHES.
 BG4070'
 BG4070'THE POST MARKING THE POINT OF TANGENT OF THE CURVE IS A 6-INCH SQUARE
 BG4070'CONCRETE POST WITH AN IRON BOLT IN THE CENTER OF THE TOP.  THE
 BG4070'NUMBERS 1594 PLUS 31.8, 1594 PLUS 32.0 ARE CAST IN THE CONCRETE.
 BG4070'THIS POST IS AT THE EDGE OF THE HIGHWAY DITCH ABOUT 40 FEET SW OF THE
 BG4070'CENTER LINE OF THE HIGHWAY, AT THE END OF THE CURVE.
 BG4070'
 BG4070'TO REACH THE STATION FROM THE N GO TO THE JUNCTION OF U.S. HIGHWAY 90
 BG4070'AND STATE HIGHWAY 3, ABOUT 1/2 MILE N OF ROBERTSDALE, THENCE S ON
 BG4070'STATE HIGHWAY 3 ABOUT 7 MILES TO THE STATION.  TO REACH FROM THE S
 BG4070'GO TO FOLEY, THENCE N ON STATE HIGHWAY 3 FOR 5.4 MILES TO THE
 BG4070'STATION.
 BG4070'
 BG4070'HEIGHT OF LIGHT ABOVE STATION MARK - 38 METERS.
 BG4070
 BG4070                          STATION RECOVERY (1976)
 BG4070
 BG4070'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BG4070'THE STATION WAS SEARCHED FOR AND NOT FOUND.  THE ROAD R/W HAS BEEN
 BG4070'WIDENED AT THIS POINT, BELIEVE STATION IS DESTROYED. RM 1 POST WAS
 BG4070'FOUND LYING AT THE EDGE OF A FIELD.  THE AZIMUTH MARK WAS NOT
 BG4070'FOUND.
 BG4070
 BG4070                          STATION RECOVERY (1977)
 BG4070
 BG4070'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1977 (CLN)
 BG4070'ALL MARKS HAVE BEEN DESTROYED.  THE STATION MARK, REFERENCE MARK NO.
 BG4070'2, AND AZIMUTH MARK WERE DESTROYED WHEN ROAD WAS REBUILT.  REFERENCE
 BG4070'MARK NO. 1 WAS FOUND ON ITS SIDE AT EDGE OF FIELD AND THE DISK WAS
 BG4070'RECLAIMED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1867 ***********************************************************************
 BU1867  DESIGNATION -  DIXIE FIRE TOWER
 BU1867  PID         -  BU1867
 BU1867  STATE/COUNTY-  AL/ESCAMBIA
 BU1867  USGS QUAD   -  DIXIE (1981)
 BU1867
 BU1867                         *CURRENT SURVEY CONTROL
 BU1867  ___________________________________________________________________
 BU1867* NAD 83(1992)-  31 07 48.65983(N)    086 43 39.89155(W)     ADJUSTED  
 BU1867* NAVD 88     -                                                        
 BU1867  ___________________________________________________________________
 BU1867  LAPLACE CORR-           1.90  (seconds)                    DEFLEC99
 BU1867  GEOID HEIGHT-         -27.05  (meters)                     GEOID03
 BU1867
 BU1867  HORZ ORDER  -  THIRD
 BU1867
 BU1867.The horizontal coordinates were established by classical geodetic methods
 BU1867.and adjusted by the National Geodetic Survey in December 1992..
 BU1867
 BU1867
 BU1867.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1867
 BU1867.The geoid height was determined by GEOID03.
 BU1867
 BU1867;                    North         East     Units Scale Factor Converg.
 BU1867;SPC AL W     -   125,542.676   673,649.142   MT  1.00000022   +0 23 57.3
 BU1867;SPC AL E     -    70,207.521   114,697.672   MT  1.00004972   -0 27 44.7
 BU1867;UTM  16      - 3,444,061.538   525,955.529   MT  0.99960831   +0 08 26.7
 BU1867
 BU1867                          SUPERSEDED SURVEY CONTROL
 BU1867
 BU1867  NAD 83(1992)-  31 07 48.67336(N)    086 43 39.89329(W) AD(       ) 4
 BU1867  NAD 83(1986)-  31 07 48.67435(N)    086 43 39.89378(W) AD(       ) 4
 BU1867  NAD 27      -  31 07 48.02100(N)    086 43 40.05400(W) AD(       ) 3
 BU1867
 BU1867.Superseded values are not recommended for survey control.
 BU1867.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1867.See file dsdata.txt to determine how the superseded data were derived.
 BU1867
 BU1867_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV2595644062(NAD 83)
 BU1867_MARKER: 57 = LOOKOUT TOWER
 BU1867
 BU1867  HISTORY     - Date     Condition        Report By
 BU1867  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1867
 BU1867                          STATION DESCRIPTION
 BU1867
 BU1867'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1867'STATION IS THE DIXIE LOOKOUT TOWER LOCATED ABOUT 22 MILES SW OF
 BU1867'THE CITY OF ANDALUSIA AND 1 MILE S OF DIXIE, ON LAND OWNED BY THE
 BU1867'FEDERAL FOREST SERVICE.  IT IS A FOUR-LEGGED STEEL STRUCTURE WITH
 BU1867'AN ENCLOSED CAB ON TOP, 110 FEET HIGH, PAINTED SILVER, AND BUILT
 BU1867'IN 1936.  THE POINT OBSERVED UPON WAS THE APEX OF THE ROOF.
 BU1867'
 BU1867'TO REACH FROM DIXIE, GO W ON U.S. HIGHWAY 29 FOR 0.2 MILE TO A
 BU1867'DIRT ROAD LEFT, TURN LEFT AND GO 1.05 MILES TO LOOKOUT TOWER
 BU1867'ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2241 ***********************************************************************
 CM2241  DESIGNATION -  DIXON
 CM2241  PID         -  CM2241
 CM2241  STATE/COUNTY-  AL/LEE
 CM2241  USGS QUAD   -  BLEECKER (1973)
 CM2241
 CM2241                         *CURRENT SURVEY CONTROL
 CM2241  ___________________________________________________________________
 CM2241* NAD 83(1992)-  32 35 14.06860(N)    085 10 45.38923(W)     ADJUSTED  
 CM2241* NAVD 88     -       224.     (meters)     735.     (feet)  SCALED    
 CM2241  ___________________________________________________________________
 CM2241  LAPLACE CORR-           1.99  (seconds)                    DEFLEC99
 CM2241  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 CM2241
 CM2241  HORZ ORDER  -  SECOND
 CM2241
 CM2241.The horizontal coordinates were established by classical geodetic methods
 CM2241.and adjusted by the National Geodetic Survey in December 1992..
 CM2241
 CM2241.The orthometric height was scaled from a topographic map.
 CM2241
 CM2241.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2241
 CM2241.The geoid height was determined by GEOID03.
 CM2241
 CM2241;                    North         East     Units Scale Factor Converg.
 CM2241;SPC AL E     -   231,610.553   261,405.000   MT  1.00000648   +0 21 08.2
 CM2241;SPC GA W     -   287,283.146   604,937.762   MT  1.00001140   -0 32 43.5
 CM2241;SPC GA W     -   942,528.12  1,984,699.97   sFT  1.00001140   -0 32 43.5
 CM2241;UTM  16      - 3,606,992.619   670,884.266   MT  0.99996009   +0 58 51.1
 CM2241
 CM2241!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2241!SPC AL E     -   0.99996926  x   1.00000648  =   0.99997574
 CM2241!SPC GA W     -   0.99996926  x   1.00001140  =   0.99998066
 CM2241!UTM  16      -   0.99996926  x   0.99996009  =   0.99992935
 CM2241
 CM2241:                Primary Azimuth Mark                     Grid Az
 CM2241:SPC AL E     -  DIXON AZ MK                              149 35 19.0
 CM2241:SPC GA W     -  DIXON AZ MK                              150 29 10.7
 CM2241:UTM  16      -  DIXON AZ MK                              148 57 36.1
 CM2241
 CM2241|---------------------------------------------------------------------|
 CM2241| PID    Reference Object                     Distance      Geod. Az  |
 CM2241|                                                           dddmmss.s |
 CM2241| CY9354 DIXON AZ MK                                        1495627.2 |
 CM2241| CY9355 DIXON RM 1                           26.920 METERS 24936     |
 CM2241| CY9356 DIXON RM 2                           22.253 METERS 33350     |
 CM2241|---------------------------------------------------------------------|
 CM2241
 CM2241                          SUPERSEDED SURVEY CONTROL
 CM2241
 CM2241  NAD 83(1986)-  32 35 14.07295(N)    085 10 45.38763(W) AD(       ) 2
 CM2241  NAD 27      -  32 35 13.58300(N)    085 10 45.60300(W) AD(       ) 2
 CM2241
 CM2241.Superseded values are not recommended for survey control.
 CM2241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2241.See file dsdata.txt to determine how the superseded data were derived.
 CM2241
 CM2241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7088406993(NAD 83)
 CM2241_MARKER: DS = TRIANGULATION STATION DISK
 CM2241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2241
 CM2241  HISTORY     - Date     Condition        Report By
 CM2241  HISTORY     - 1943     MONUMENTED       CGS
 CM2241
 CM2241                          STATION DESCRIPTION
 CM2241
 CM2241'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 CM2241'THE STATION IS LOCATED ABOUT 3.65 MILES BY ROAD SE OF SALEM, ON
 CM2241'THE HIGHEST LAND IN THAT VICINTY AND OWNED BY R.D. DIXON.  IT IS
 CM2241'AT THE W EDGE OF A CULTIVATED FIELD AND 32 FEET E OF A WIRE
 CM2241'FENCE.  IT IS STAMPED DIXON 1943 AND SET ABOUT 12 INCHES BELOW
 CM2241'THE SURFACE OF THE GROUND.
 CM2241'
 CM2241'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARK ARE BRONZE
 CM2241'DISKS SET IN CONCRETE.
 CM2241'
 CM2241'REFERENCE MARK NO. 1 IS SE OF THE STATION AND 1 FOOT E OF A WIRE
 CM2241'FENCE.  IT IS STAMPED DIXON NO. 1 1943 AND PROJECTS ABOUT 8 INCHES.
 CM2241'
 CM2241'REFERENCE MARK NO. 2 IS NW OF THE STATION AND 33 FEET W OF A WIRE
 CM2241'FENCE.  IT IS STAMPED DIXON NO. 2 1943 AND PROJECTS ABOUT 8
 CM2241'INCHES.
 CM2241'
 CM2241'THE AZIMUTH MARK IS ABOUT 0.6 MILE SE OF THE STATION AND 15 FEET
 CM2241'E OF THE CENTER OF THE ROAD.  IT IS STAMPED DIXON 1943 AND
 CM2241'PROJECTS ABOUT 8 INCHES.  TO REACH FROM THE STATION GO BACK TO
 CM2241'THE DIRT ROAD.  TURN RIGHT AND GO 0.1 MILE TO U.S. HIGHWAY 241.
 CM2241'TURN LEFT AND GO 0.4 MILE TO CROSSROADS.  TURN RIGHT AND GO 0.25
 CM2241'MILE TO AZIMUTH MARK ON THE LEFT.
 CM2241'
 CM2241'TO REACH THE STATION FROM THE RAILROAD STATION IN SALEM GO SE ON
 CM2241'U.S. HIGHWAY 241 FOR 3.65 MILES TO THE SHOTWELL CROSSROADS.  TURN
 CM2241'LEFT, NE, AND GO 0.1 MILE TO TENANT HOUSE ON LEFT.  TURN LEFT INTO
 CM2241'THE YARD AND GO PAST THE HOUSE AND CONTINUE N 0.15 MILE TO SUMMIT
 CM2241'OF HILL AND THE STATION.
 CM2241'
 CM2241'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION CRAWFORD.
 CM2241'
 CM2241'A 64-FOOT TOWER WILL SEE A 107-FOOT LIGHT AT STATION MARVYN.
 CM2241'
 CM2241'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION IVEY.
 CM2241'
 CM2241'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION HAZEL.
 CM2241'
 CM2241'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION OPELIKA
 CM2241'1930.
 CM2241'
 CM2241'A 37-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION FLINT 1930.
 CM2241'
 CM2241'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4154 ***********************************************************************
 BG4154  DESIGNATION -  DIXON
 BG4154  PID         -  BG4154
 BG4154  STATE/COUNTY-  AL/BALDWIN
 BG4154  USGS QUAD   -  BRIDGEHEAD (1982)
 BG4154
 BG4154                         *CURRENT SURVEY CONTROL
 BG4154  ___________________________________________________________________
 BG4154* NAD 83(1992)-  30 44 43.13495(N)    087 53 31.50992(W)     ADJUSTED  
 BG4154* NAVD 88     -        54.     (meters)     177.     (feet)  SCALED    
 BG4154  ___________________________________________________________________
 BG4154  LAPLACE CORR-           1.63  (seconds)                    DEFLEC99
 BG4154  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BG4154
 BG4154  HORZ ORDER  -  SECOND
 BG4154
 BG4154.The horizontal coordinates were established by classical geodetic methods
 BG4154.and adjusted by the National Geodetic Survey in December 1992..
 BG4154
 BG4154.The orthometric height was scaled from a topographic map.
 BG4154
 BG4154.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4154
 BG4154.The geoid height was determined by GEOID03.
 BG4154
 BG4154;                    North         East     Units Scale Factor Converg.
 BG4154;SPC AL W     -    82,684.884   562,457.319   MT  0.99995071   -0 12 01.6
 BG4154;UTM  16      - 3,401,716.884   414,608.897   MT  0.99968995   -0 27 21.9
 BG4154
 BG4154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4154!SPC AL W     -   0.99999598  x   0.99995071  =   0.99994669
 BG4154!UTM  16      -   0.99999598  x   0.99968995  =   0.99968593
 BG4154
 BG4154|---------------------------------------------------------------------|
 BG4154| PID    Reference Object                     Distance      Geod. Az  |
 BG4154|                                                           dddmmss.s |
 BG4154| DD7855 DIXON RM 1                           35.657 METERS 06816     |
 BG4154| DD7856 DIXON RM 2                           35.847 METERS 15033     |
 BG4154| BG4149 DAPHNE                              APPROX.15.9 KM 1842126.6 |
 BG4154| DD7854 DIXON AZ MK                                        3013526.4 |
 BG4154|---------------------------------------------------------------------|
 BG4154
 BG4154                          SUPERSEDED SURVEY CONTROL
 BG4154
 BG4154  NAD 83(1986)-  30 44 43.15507(N)    087 53 31.51478(W) AD(       ) 2
 BG4154  NAD 27      -  30 44 42.47300(N)    087 53 31.53200(W) AD(       ) 2
 BG4154
 BG4154.Superseded values are not recommended for survey control.
 BG4154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4154.See file dsdata.txt to determine how the superseded data were derived.
 BG4154
 BG4154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV1460901717(NAD 83)
 BG4154_MARKER: DS = TRIANGULATION STATION DISK
 BG4154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4154_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4154_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4154+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2003
 BG4154
 BG4154  HISTORY     - Date     Condition        Report By
 BG4154  HISTORY     - 1935     MONUMENTED       CGS
 BG4154  HISTORY     - 1939     GOOD             CGS
 BG4154  HISTORY     - 1959     GOOD             CGS
 BG4154  HISTORY     - 1979     GOOD             NGS
 BG4154  HISTORY     - 20030807 GOOD             USPSQD
 BG4154
 BG4154                          STATION DESCRIPTION
 BG4154
 BG4154'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BG4154'THE STATION IS ABOUT 2 MILES E OF THE APALACHEE RIVER, APPROXIMATELY
 BG4154'5 MILES N OF THE E END OF COCHRANE BRIDGE ON LAND OWNED BY A MR.
 BG4154'ANDERSON OF ST. LOUIS.  THE TENANT OF THE LAND IS ED. DIXON.  THE
 BG4154'OLD HOUSE IN WHICH MR. DIXON LIVES IS ON THE SUMMIT OF THE HIGHEST
 BG4154'HILL IN THE VICINITY.  THE STATION MARK IS 125 FEET NE OF THE HOUSE,
 BG4154'IN A SMALL CLEAR SPACE, 325 FEET W OF THE MAIN-TRAVELED GRADED
 BG4154'ROAD.  IT PROJECTS ABOUT 4 INCHES.
 BG4154'
 BG4154'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 BG4154'DISKS SET IN CONCRETE.
 BG4154'
 BG4154'REFERENCE MARK NO.1 IS NE OF THE STATION, 60 FEET N OF A 4-FOOT LIVE
 BG4154'OAK TREE, AND 15 FEET E OF A DIM ROAD.  IT PROJECTS ABOUT 4 INCHES.
 BG4154'
 BG4154'REFERENCE MARK NO. 2 IS 38 FEET E OF A DIM ROAD PASSING BY THE SIDE
 BG4154'OF THE DIXON HOUSE, AND 100 FEET E OF THE HOUSE ON THE EXTENSION OF
 BG4154'THE LINE OF THE N FACE OF THE HOUSE, ON WHICH SIDE THE CHIMNEY IS.
 BG4154'IT PROJECTS ABOUT 4 INCHES.
 BG4154'
 BG4154'AZIMUTH MARK IS 300 FEET W OF THE STATION ON THE W EDGE OF AN
 BG4154'ABANDONED FIELD, 6 FEET E OF A TREE LINE PARALLELING A DIM ROAD
 BG4154'LEADING TO THE DIXON HOUSE, 21 FEET E OF THE CENTER LINE OF THE
 BG4154'ROAD, AND 320 FEET NW OF DIXONS HOUSE.
 BG4154'
 BG4154'TO REACH THE STATION FROM THE E END OF COCHRANE BRIDGE, SET
 BG4154'SPEEDOMETER AT 0 AND GO 0.55 MI TO INTERSECTION OF U.S. HWY 90 AND
 BG4154'ST HIGHWAY 31, KEEP LEFT FORK FOR 5.2 MILES, TURN LEFT AND GO 4.85
 BG4154'MILES TO A DIM ROAD, TURN LEFT AND GO 0.05 MILE, TAKE LEFT FORK AND
 BG4154'GO 0.4 MILE, TURN SHARP LEFT AND GO 0.1 MILE TO STATION.
 BG4154
 BG4154                          STATION RECOVERY (1939)
 BG4154
 BG4154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (HWG)
 BG4154'RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 BG4154
 BG4154                          STATION RECOVERY (1959)
 BG4154
 BG4154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4154'STATION, REFERENCE MARKS AND AZIMUTH MARK RECOVERED IN GOOD
 BG4154'CONDITION. THE DISTANCE TO RM 1 WAS VERIFIED.  REVISED DESCRIPTION
 BG4154'FOLLOWS.  THE STATION IS LOCATED ABOUT 7 MILES WEST OF STAPLETON,
 BG4154'ABOUT 5 MILES NORTHEAST OF THE MOBILE CAUSEWAY, ABOUT 350 FEET
 BG4154'WEST OF THE MAIN TRAVELED GRADED ROAD, ON TOP OF THE HIGHEST HILL
 BG4154'IN THE AREA IN A SMALL GARDEN, 125.0 FEET NORTHEAST OF THE HOUSE
 BG4154'AND 4.0 FEET NORTH OF THE GARDEN FENCE.  A STANDARD DISK STAMPED
 BG4154'DIXON 1935 IN TOP OF A 14 INCH SQUARE CONCRETE MONUMENT 6 INCHES
 BG4154'ABOVE THE GROUND.
 BG4154'
 BG4154'R M 1 IS NORTHEAST OF THE STATION, 60.0 FEET NORTH OF A LARGE OAK
 BG4154'TREE AND 15.0 FEET EAST OF A DIM TRAIL.  A STANDARD DISK STAMPED
 BG4154'DIXON NO.  1 1935 IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT 6
 BG4154'INCHES ABOVE THE GROUND.
 BG4154'
 BG4154'R M 2 IS SOUTHEAST OF THE STATION 38.0 FEET EAST OF A DIM TRAIL AND
 BG4154'100.0 FEET EAST OF THE HOUSE.  A STANDARD DISK STAMPED DIXON NO. 2
 BG4154'1935 IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT 2 INCHES ABOVE
 BG4154'THE GROUND.  A GARAGE HAS BEEN CONSTRUCTED ON LINE BETWEEN RM 2 AND
 BG4154'THE STATION.
 BG4154'
 BG4154'THE AZIMUTH MARK IS ABOUT 350 FEET WEST OF THE STATION IN THE EDGE OF
 BG4154'THE TREES, ALONG THE WEST SIDE OF A CULTIVATED FIELD AND 15.0 FEET
 BG4154'WEST OF THE WEST EDGE OF THE FIELD.  A RM DISK STAMPED AZIMUTH 1935
 BG4154'IN TOP OF A 10 INCH SQUARE CONCRETE MONUMENT 6 INCHES ABOVE THE
 BG4154'GROUND.
 BG4154'
 BG4154'TO REACH FROM THE POST OFFICE IN STAPLETON GO SOUTH AND SOUTHWEST ON
 BG4154'U.S. 31 FOR 0.9 MILE TO A GRADED ROAD RIGHT, TURN RIGHT W AND FOLLOW
 BG4154'MAIN ROAD 6.4 MILES TO A DRIVEWAY LEFT, TURN LEFT INTO DRIVE AND GO
 BG4154'0.1 MILE TO TOP OF HILL AND THE STATION.
 BG4154
 BG4154                          STATION RECOVERY (1979)
 BG4154
 BG4154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 BG4154'STATION WAS VISITED 2-22-79 AND THE STATION MARK AND REFERENCE
 BG4154'MARKS NO. 1 AND NO. 2 WERE RECOVERED IN GOOD CONDITION.  THE
 BG4154'AZIMUTH MARK WAS NOT FOUND AND WOULD NOT BE VISIBLE FROM STATION
 BG4154'AT PRESENT TIME.  NO LOCATION FOR NEW AZIMUTH WAS FOUND DUE TO
 BG4154'TREES.  A NEW DESCRIPTION FOLLOWS.
 BG4154'
 BG4154'STATION IS LOCATED ABOUT 7.0 MILES WEST OF STAPLETON, 5.5 MILES
 BG4154'NORTH OF SPANISH FORT AND 5.0 MILES NORTHEAST OF THE MOBILE
 BG4154'CAUSEWAY.
 BG4154'
 BG4154'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 31 AND STATE HIGHWAY
 BG4154'225 IN SPANISH FORT, GO NORTH ON HIGHWAY 225 FOR 5.5 MILES TO A
 BG4154'GRAVEL DRIVEWAY ON RIGHT.  TURN RIGHT AND GO EAST ON DRIVEWAY FOR
 BG4154'ABOUT 350 FEET TO OLD HOUSE AND STATION.
 BG4154'
 BG4154'STATION MARK IS A STANDARD DISK STAMPED DIXON 1935 SET IN THE
 BG4154'TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES.  IT IS 94.6 FEET
 BG4154'NORTH OF THE NORTHEAST CORNER OF OLD HOUSE, 64 FEET SOUTHWEST OF
 BG4154'A 38-INCH PECAN TREE, 16.2 FEET WEST-NORTHWEST OF THE NORTHWEST
 BG4154'CORNER OF SHED AND 3 FEET NORTH OF METAL WITNESS POST AND SIGN.
 BG4154'
 BG4154'REFERENCE MARK NO 1 IS A STANDARD DISK, STAMPED DIXON NO 1 1935,
 BG4154'SET IN TOP OF SQUARE CONCRETE POST PROJECTING 2 INCHES.  IT IS
 BG4154'65 FEET NORTH OF A 6-FOOT OAK TREE, 60 FEET EAST-NORTHEAST OF 38-INCH
 BG4154'PECAN TREE AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 BG4154'
 BG4154'REFERENCE MARK NO. 2 IS A STANDARD DISK, STAMPED DIXON NO 2 1935,
 BG4154'SET IN TOP OF SQUARE CONCRETE POST FLUSH WITH THE GROUND.  IT IS
 BG4154'102.5 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF OLD HOUSE,
 BG4154'67 FEET NORTH OF A POWER POLE, 19 FEET WEST OF A 4-FOOT OAK TREE
 BG4154'AND 1 FOOT WEST OF A METAL WITNESS POST AND SIGN.
 BG4154
 BG4154                          STATION RECOVERY (2003)
 BG4154
 BG4154'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4154'WITNESS POST AND SIGN ARE MISSING. HOUSE NUMBER IS 35770.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG3692 ***********************************************************************
 BG3692  DESIGNATION -  DIXON 2
 BG3692  PID         -  BG3692
 BG3692  STATE/COUNTY-  AL/ESCAMBIA
 BG3692  USGS QUAD   -  FIDELIS (1994)
 BG3692
 BG3692                         *CURRENT SURVEY CONTROL
 BG3692  ___________________________________________________________________
 BG3692* NAD 83(1992)-  30 59 57.26883(N)    087 02 07.40962(W)     ADJUSTED  
 BG3692* NAVD 88     -        85.     (meters)     279.     (feet)  SCALED    
 BG3692  ___________________________________________________________________
 BG3692  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 BG3692  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG3692
 BG3692  HORZ ORDER  -  SECOND
 BG3692
 BG3692.The horizontal coordinates were established by classical geodetic methods
 BG3692.and adjusted by the National Geodetic Survey in December 1992..
 BG3692.No horizontal observational check was made to the station.
 BG3692
 BG3692.The orthometric height was scaled from a topographic map.
 BG3692
 BG3692.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3692
 BG3692.The geoid height was determined by GEOID03.
 BG3692
 BG3692;                    North         East     Units Scale Factor Converg.
 BG3692;SPC AL W     -   110,862.081   644,369.709   MT  0.99995761   +0 14 21.4
 BG3692;SPC FL N     -   224,313.895   357,864.351   MT  1.00005364   -1 16 26.8
 BG3692;SPC FL N     -   735,936.50  1,174,093.29   sFT  1.00005364   -1 16 26.8
 BG3692;UTM  16      - 3,429,518.393   496,621.280   MT  0.99960014   -0 01 05.6
 BG3692
 BG3692!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3692!SPC AL W     -   0.99999098  x   0.99995761  =   0.99994859
 BG3692!SPC FL N     -   0.99999098  x   1.00005364  =   1.00004462
 BG3692!UTM  16      -   0.99999098  x   0.99960014  =   0.99959112
 BG3692
 BG3692|---------------------------------------------------------------------|
 BG3692| PID    Reference Object                     Distance      Geod. Az  |
 BG3692|                                                           dddmmss.s |
 BG3692| DD7858 DIXON RM 1                           30.776 METERS 05759     |
 BG3692| BG3690 DIXON RESET                           6.918 METERS 14414     |
 BG3692| DD7859 DIXON RM 2                           27.249 METERS 32414     |
 BG3692|---------------------------------------------------------------------|
 BG3692
 BG3692                          SUPERSEDED SURVEY CONTROL
 BG3692
 BG3692  NAD 83(1992)-  30 59 57.27581(N)    087 02 07.40857(W) AD(       ) 2
 BG3692  NAD 83(1986)-  30 59 57.28626(N)    087 02 07.41439(W) AD(       ) 2
 BG3692  NAD 27      -  30 59 56.63227(N)    087 02 07.53642(W) AD(       ) 2
 BG3692
 BG3692.Superseded values are not recommended for survey control.
 BG3692.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3692.See file dsdata.txt to determine how the superseded data were derived.
 BG3692
 BG3692_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9662129518(NAD 83)
 BG3692_MARKER: DS = TRIANGULATION STATION DISK
 BG3692_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3692_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BG3692
 BG3692  HISTORY     - Date     Condition        Report By
 BG3692  HISTORY     - 1970     MONUMENTED       NGS
 BG3692
 BG3692                          STATION DESCRIPTION
 BG3692
 BG3692'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BG3692'STATION IS LOCATED IN THE VILLAGE OF DIXONVILLE ALABAMA, ALONG
 BG3692'THE NORTH SIDE OF A DIRT STATE LINE ROAD, 0.1 MILE EAST OF STATE
 BG3692'HIGHWAY 41 AND ABOUT 0.2 MILES SOUTH-SOUTHEAST OF THE JUNCTION OF
 BG3692'STATE HIGHWAYS 41 AND 38.  STATION, A STANDARD DISK SET IN THE TOP
 BG3692'OF A ROUND CONCRETE POST AND STAMPED DIXON 2 1970, IS 23 FEET
 BG3692'NORTH AND ACROSS THE ROAD FROM A WIRE FENCE, 23 FEET
 BG3692'NORTH-NORTHWEST OF A WITNESS POST, 11 FEET NORTH OF THE APPROXIMATE
 BG3692'CENTERLINE OF STATE LINE ROAD AND 6-1/2 FEET EAST-NORTHEAST
 BG3692'OF A TWIN TRUNK TREE.  THE MARK PROJECTS 3 INCHES.
 BG3692'
 BG3692'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 41 AND 38 IN THE
 BG3692'VILLAGE OF DIXONVILLE, GO SOUTH ON STATE HIGHWAY 41 FOR 0.15 MILE
 BG3692'TO STATE LINE ROAD LEFT.  TURN LEFT AND GO 0.1 MILE TO STATION ON
 BG3692'LEFT (NORTH) SIDE OF ROAD AS DESCRIBED.
 BG3692'
 BG3692'DIXON 1938 1970, A STANDARD DISK SET IN AN IRREGULAR MASS OF
 BG3692'CONCRETE AND STAMPED DIXON 1938 1970, IS 22 FEET SOUTHEAST OF A
 BG3692'TWIN TRUNK TREE, 7 FEET NORTH OF FENCE, 6-1/2 FEET NORTH OF
 BG3692'WITNESS POST AND ABOUT 18 INCHES BELOW THE SURFACE OF ROAD BED
 BG3692'AND ABOUT 4 FEET SOUTH OF THE APPROXIMATE CENTERLINE OF THE ROAD.
 BG3692'
 BG3692'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A SQUARE
 BG3692'CONCRETE POST AND STAMPED DIXON 1930 NO 1, IS 57 FEET NORTH OF
 BG3692'STATE LINE ROAD, 48 FEET NORTH OF FENCE CORNER, 1 FOOT WEST OF
 BG3692'FENCE AND 1 FOOT NORTH OF WITNESS POST.  THE MARK PROJECTS 3
 BG3692'INCHES.
 BG3692'
 BG3692'REFERENCE MARK NO. 2 A STANDARD DISK SET IN THE TOP OF A SQUARE
 BG3692'CONCRETE POST AND STAMPED DIXON 1938 NO 2, IS 69 FEET NORTH OF THE
 BG3692'APPROXIMATE CENTERLINE OF STATE LINE ROAD, 10 FEET SOUTHWEST OF A
 BG3692'15 INCH TREE AND 1 FOOT EAST OF A WITNESS POST.
 BG3692'
 BG3692'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE
 BG3692'CONCRETE POST AND STAMPED DIXON 1938 IS ALONG THE WEST SIDE OF
 BG3692'FLORIDA STATE HIGHWAY 87, 0.3 MILE SOUTH-SOUTHWEST OF STATION, 36
 BG3692'FEET WEST OF THE CENTERLINE OF HIGHWAY, 21 FEET SOUTH OF AN OAK
 BG3692'TREE, 51 FEET NORTH OF A FENCE CORNER AND 1 FOOT NORTH OF A
 BG3692'WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES.
 BG3692'
 BG3692'NO TIE WAS MADE TO AZIMUTH MARK DUE TO CONSIDERABLE CLEARING
 BG3692'ACROSS PRIVATE OWNED LAND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG3690 ***********************************************************************
 BG3690  DESIGNATION -  DIXON RESET
 BG3690  PID         -  BG3690
 BG3690  STATE/COUNTY-  AL/ESCAMBIA
 BG3690  USGS QUAD   -  FIDELIS (1994)
 BG3690
 BG3690                         *CURRENT SURVEY CONTROL
 BG3690  ___________________________________________________________________
 BG3690* NAD 83(1992)-  30 59 57.08658(N)    087 02 07.25719(W)     ADJUSTED  
 BG3690* NAVD 88     -        85.58   (+/-2cm)     280.8    (feet)  VERTCON   
 BG3690  ___________________________________________________________________
 BG3690  LAPLACE CORR-           1.56  (seconds)                    DEFLEC99
 BG3690  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BG3690
 BG3690  HORZ ORDER  -  FIRST
 BG3690  VERT ORDER  -  THIRD ? (See Below)
 BG3690
 BG3690.The horizontal coordinates were established by classical geodetic methods
 BG3690.and adjusted by the National Geodetic Survey in December 1992..
 BG3690
 BG3690.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG3690.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG3690.The vertical order pertains to the NGVD 29 superseded value.
 BG3690
 BG3690.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3690
 BG3690.The geoid height was determined by GEOID03.
 BG3690
 BG3690;                    North         East     Units Scale Factor Converg.
 BG3690;SPC AL W     -   110,856.485   644,373.777   MT  0.99995761   +0 14 21.5
 BG3690;SPC FL N     -   224,308.193   357,868.269   MT  1.00005363   -1 16 26.7
 BG3690;SPC FL N     -   735,917.80  1,174,106.15   sFT  1.00005363   -1 16 26.7
 BG3690;UTM  16      - 3,429,512.781   496,625.321   MT  0.99960014   -0 01 05.5
 BG3690
 BG3690!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3690!SPC AL W     -   0.99999088  x   0.99995761  =   0.99994849
 BG3690!SPC FL N     -   0.99999088  x   1.00005363  =   1.00004451
 BG3690!UTM  16      -   0.99999088  x   0.99960014  =   0.99959103
 BG3690
 BG3690|---------------------------------------------------------------------|
 BG3690| PID    Reference Object                     Distance      Geod. Az  |
 BG3690|                                                           dddmmss.s |
 BG3690| DD7858 DIXON RM 1                           34.169 METERS 04510     |
 BG3690| BG4528 CAMP HENDERSON FIRE TOWER           APPROX. 6.5 KM 0943243.5 |
 BG3690| DD7857 DIXON AZ MK                                        2003233.7 |
 BG3690| BG3692 DIXON 2                               6.918 METERS 32414     |
 BG3690| DD7859 DIXON RM 2                           31.087 METERS 32414     |
 BG3690|---------------------------------------------------------------------|
 BG3690
 BG3690                          SUPERSEDED SURVEY CONTROL
 BG3690
 BG3690  NAD 83(1992)-  30 59 57.09356(N)    087 02 07.25613(W) AD(       ) 1
 BG3690  NAD 83(1986)-  30 59 57.10400(N)    087 02 07.26195(W) AD(       ) 1
 BG3690  NAD 27      -  30 59 56.45000(N)    087 02 07.38400(W) AD(       ) 1
 BG3690  NGVD 29 (07/19/86)   85.62   (m)          280.9    (f) LEVELING    3  
 BG3690
 BG3690.Superseded values are not recommended for survey control.
 BG3690.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3690.See file dsdata.txt to determine how the superseded data were derived.
 BG3690
 BG3690_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9662529513(NAD 83)
 BG3690_MARKER: DS = TRIANGULATION STATION DISK
 BG3690_SETTING: 4 = OBJECT SURROUNDED BY MASS OF CONCRETE
 BG3690
 BG3690  HISTORY     - Date     Condition        Report By
 BG3690  HISTORY     - 1970     MONUMENTED       NGS
 BG3690
 BG3690                          STATION DESCRIPTION
 BG3690
 BG3690'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (LFS)
 BG3690'STATION UNDERGROUND MARK, REFERENCE MARKS NO. 1 AND 2 AND THE AZIMUTH
 BG3690'MARK WERE RECOVERED IN GOOD CONDITION.  STATION SURFACE MARK WAS
 BG3690'FOUND DESTROYED BY GRADER OPERATIONS.  THE ROAD HAS BEEN CHANGED AND
 BG3690'THE STATION MARK NOW FALLS IN THE ROAD BED.  A NEW SUB-SURFACE
 BG3690'STATION MARK WAS SET BY PLUMBING OVER THE UNDERGROUND MARK AND
 BG3690'THEN DIXON 2 WAS SET DIRECTLY ON LINE TO REFERENCE MARK NO. 2,
 BG3690'ANTICIPATING THE ROAD MAY BE SURFACED IN THE DISTANT FUTURE.
 BG3690'CONSIDERABLE CLEARING IS NECESSARY THRU PRIVATE PROPERTY TO MAKE
 BG3690'AZIMUTH MARK VISIBLE FROM EITHER STATION.
 BG3690'
 BG3690'A NEW DESCRIPTION FOLLOWS.
 BG3690'
 BG3690'STATION IS LOCATED ALONG THE ALABAMA-FLORIDA STATE LINE IN THE
 BG3690'VILLAGE OF DIXONVILLE, ALABAMA ABOUT 0.1 MILE EAST OF STATE HIGHWAY
 BG3690'41.  STATION, A STANDARD DISK SET IN THE TOP OF AN IRREGULAR
 BG3690'MASS OF CONCRETE AND STAMPED DIXON 1938 1970, IS 22 FEET
 BG3690'SOUTHEAST OF A TWIN TRUNK TREE, 7 FEET NORTH OF A FENCE, 6-1/2 FEET
 BG3690'NORTH OF A WITNESS POST AND 4 FEET SOUTH OF THE APPROXIMATE
 BG3690'CENTERLINE OF DIRT ROAD.  THE MARK IS ABOUT 18 INCHES BELOW THE
 BG3690'SURFACE OF THE ROAD BED.
 BG3690'
 BG3690'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS NO 41 AND 38 IN THE
 BG3690'VILLAGE OF DIXONVILLE, GO SOUTH ON STATE HIGHWAY 41 FOR 0.15 MILE TO
 BG3690'SIDE ROAD LEFT AT FLORIDA-ALABAMA STATE LINE.  (CONTINUE SOUTH ON
 BG3690'FLORIDA STATE HIGHWAY 87 FOR 0.3 MILE TO AZIMUTH MARK ON RIGHT
 BG3690'(WEST) SIDE OF HIGHWAY).  TURN RIGHT ON STATE LINE ROAD AND GO 0.1
 BG3690'MILE TO STATION AS DESCRIBED.
 BG3690'
 BG3690'REFERENCE MARK NO. 1, A STANDARD DISK SET IN THE TOP OF A SQUARE
 BG3690'CONCRETE POST AND STAMPED DIXON 1938 NO 1, IS 57 FEET NORTH OF THE
 BG3690'APPROXIMATE CENTERLINE OF ROAD, 48 FEET NORTH OF FENCE CORNER, 1
 BG3690'FOOT WEST OF FENCE AND 1 FOOT NORTH OF A WITNESS POST.  THE MARK
 BG3690'PROJECTS 3 INCHES.
 BG3690'
 BG3690'REFERENCE MARK NO. 2, A STANDARD DISK SET IN THE TOP OF A SQUARE
 BG3690'CONCRETE POST AND STAMPED DIXON 1938 NO 2, IS 69 FEET NORTH OF THE
 BG3690'CENTERLINE OF ROAD, 10 FEET SOUTHWEST OF A 15 INCH TREE AND 1 FOOT
 BG3690'EAST OF A WITNESS POST.  THE MARK PROJECTS 3 INCHES.
 BG3690'
 BG3690'DIXON 2, A STANDARD DISK SET IN THE TOP OF A ROUND CONCRETE POST AND
 BG3690'STAMPED DIXON 2 1970, 23 FEET NORTH OF FENCE, 23 FEET NORTHWEST OF
 BG3690'WITNESS POST, 11 FEET NORTH OF CENTERLINE OF ROAD AND 6-1/2 FEET
 BG3690'EAST- NORTHEAST OF A TWIN TRUNK TREE.  THE MARK PROJECTS 3 INCHES.
 BG3690'
 BG3690'AZIMUTH MARK, A STANDARD DISK SET IN THE TOP OF A SQUARE CONCRETE
 BG3690'POST AND STAMPED DIXON 1938, IS 36 FEET WEST OF THE CENTERLINE OF
 BG3690'STATE HIGHWAY 87, 51 FEET NORTH OF FENCE CORNER, 21 FEET SOUTH OF
 BG3690'OAK TREE AND 1 FOOT NORTH OF WITNESS POST.  THE MARK PROJECTS 2
 BG3690'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2493 ***********************************************************************
 CN2493  DESIGNATION -  DIXONS
 CN2493  PID         -  CN2493
 CN2493  STATE/COUNTY-  AL/MARENGO
 CN2493  USGS QUAD   -  SWEET WATER (1986)
 CN2493
 CN2493                         *CURRENT SURVEY CONTROL
 CN2493  ___________________________________________________________________
 CN2493* NAD 83(1992)-  32 04 19.92216(N)    087 46 19.93150(W)     ADJUSTED  
 CN2493* NAVD 88     -        95.930  (meters)     314.73   (feet)  ADJUSTED  
 CN2493  ___________________________________________________________________
 CN2493  X           -     210,295.629 (meters)                     COMP
 CN2493  Y           -  -5,405,779.942 (meters)                     COMP
 CN2493  Z           -   3,367,254.394 (meters)                     COMP
 CN2493  LAPLACE CORR-          -1.66  (seconds)                    DEFLEC99
 CN2493  ELLIP HEIGHT-          67.88  (meters)          (07/29/02) GPS OBS
 CN2493  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CN2493  DYNAMIC HT  -          95.817 (meters)     314.36  (feet)  COMP
 CN2493  MODELED GRAV-     979,460.1   (mgal)                       NAVD 88
 CN2493
 CN2493  HORZ ORDER  -  FIRST
 CN2493  VERT ORDER  -  SECOND    CLASS 0
 CN2493  ELLP ORDER  -  FOURTH    CLASS I
 CN2493
 CN2493.The horizontal coordinates were established by GPS observations
 CN2493.and adjusted by the National Geodetic Survey in December 1992..
 CN2493
 CN2493.The orthometric height was determined by differential leveling
 CN2493.and adjusted by the National Geodetic Survey in June 1991..
 CN2493
 CN2493.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN2493
 CN2493.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2493
 CN2493.The ellipsoidal height was determined by GPS observations
 CN2493.and is referenced to NAD 83.
 CN2493
 CN2493.The geoid height was determined by GEOID03.
 CN2493
 CN2493.The dynamic height is computed by dividing the NAVD 88
 CN2493.geopotential number by the normal gravity value computed on the
 CN2493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2493.degrees latitude (g = 980.6199 gals.).
 CN2493
 CN2493.The modeled gravity was interpolated from observed gravity values.
 CN2493
 CN2493;                    North         East     Units Scale Factor Converg.
 CN2493;SPC AL W     -   229,762.275   574,300.512   MT  0.99994148   -0 08 40.3
 CN2493;UTM  16      - 3,548,699.428   427,117.526   MT  0.99966551   -0 24 36.2
 CN2493
 CN2493!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2493!SPC AL W     -   0.99998934  x   0.99994148  =   0.99993082
 CN2493!UTM  16      -   0.99998934  x   0.99966551  =   0.99965486
 CN2493
 CN2493|---------------------------------------------------------------------|
 CN2493| PID    Reference Object                     Distance      Geod. Az  |
 CN2493|                                                           dddmmss.s |
 CN2493| CN2494 DIXONS RM 2                          22.918 METERS 08451     |
 CN2493| BU1962 THOMASVILLE MUN TANK                APPROX.17.9 KM 1690608.8 |
 CN2493| CN2491 DIXONS AZ MK                                       1830703.2 |
 CN2493| CN2492 DIXONS RM 1                          30.785 METERS 35907     |
 CN2493|---------------------------------------------------------------------|
 CN2493
 CN2493                          SUPERSEDED SURVEY CONTROL
 CN2493
 CN2493  ELLIP H (12/04/92)   67.95   (m)                       GP(       ) 4 1
 CN2493  NAD 83(1986)-  32 04 19.93613(N)    087 46 19.93241(W) AD(       ) 2
 CN2493  NAD 27      -  32 04 19.40100(N)    087 46 19.91400(W) AD(       ) 2
 CN2493  NGVD 29 (??/??/92)   95.900  (m)          314.63   (f) ADJ UNCH    2 0
 CN2493
 CN2493.Superseded values are not recommended for survey control.
 CN2493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2493.See file dsdata.txt to determine how the superseded data were derived.
 CN2493
 CN2493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA2711848699(NAD 83)
 CN2493_MARKER: DS = TRIANGULATION STATION DISK
 CN2493_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2493_SP_SET: CONCRETE POST
 CN2493_STAMPING: DIXONS 1944
 CN2493_MARK LOGO: CGS   
 CN2493_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN2493_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2493+STABILITY: SURFACE MOTION
 CN2493_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN2493+SATELLITE: SATELLITE OBSERVATIONS - March 28, 1995
 CN2493
 CN2493  HISTORY     - Date     Condition        Report By
 CN2493  HISTORY     - 1944     MONUMENTED       CGS
 CN2493  HISTORY     - 1951     GOOD             NGS
 CN2493  HISTORY     - 1964     GOOD             ALHD
 CN2493  HISTORY     - 19720301 GOOD             USGS
 CN2493  HISTORY     - 19900829 GOOD             ALHD
 CN2493  HISTORY     - 19910411 GOOD
 CN2493  HISTORY     - 19940301 GOOD             ALHD
 CN2493  HISTORY     - 19950328 GOOD             ALHD
 CN2493
 CN2493                          STATION DESCRIPTION
 CN2493
 CN2493'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 CN2493'STATION IS LOCATED ABOUT 1/2 MILE E OF THE VILLAGE OF DIXONS MILL
 CN2493'AND U.S. HIGHWAY 43, ON LAND OWNED BY S.B. JACKSON OF CUBA, ALABAMA.
 CN2493'IT IS IN THE LAWN OF A FARMHOUSE, 45 FEET SW OF THE SW CORNER OF
 CN2493'THE FARMHOUSE, AND 39 FEET N OF A 36-INCH OAK TREE.  IT IS STAMPED
 CN2493'DIXONS 1944 AND IS FLUSH WITH THE GROUND.
 CN2493'
 CN2493'SURFACE UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 CN2493'SET IN CONCRETE.
 CN2493'
 CN2493'REFERENCE MARK 1 IS 101.00 FEET NNE OF THE STATION AND 43 FEET NW
 CN2493'OF THE NW CORNER OF THE HOUSE.  IT IS STAMPED DIXONS NO 1 1944.
 CN2493'
 CN2493'REFERENCE MARK 2 IS 75.19 FEET E OF THE STATION AND 35 FEET SE OF
 CN2493'THE SE CORNER OF THE HOUSE.  IT IS STAMPED DIXONS NO 2 1944.
 CN2493'
 CN2493'AZIMUTH MARK IS S OF THE STATION ON A HIGH ROAD BANK.  IT IS 190
 CN2493'FEET W OF A T-ROAD N AND 20 FEET N OF THE CENTER LINE OF THE E-W
 CN2493'ROAD.  A WOODEN WITNESS POST WAS PLACED AT THIS MARK.  IT IS
 CN2493'STAMPED DIXONS 1944.
 CN2493'
 CN2493'TO REACH THE STATION FROM THE VILLAGE OF DIXONS MILL, GO E ON A
 CN2493'SAND ROAD JUST S OF THE W.P. JOWERS STORE FOR 1.15 MILES TO A T-ROAD
 CN2493'LEFT OR N.* TURN LEFT AND GO N FOR 0.4 MILE TO A WIRE GATE AND
 CN2493'FARMHOUSE ON THE LEFT.  TURN LEFT THROUGH THE GATE AND PASS AROUND
 CN2493'THE HOUSE TO THE SW CORNER AND STATION.
 CN2493'
 CN2493'*THE AZIMUTH MARK IS 190 FEET W OF THIS JUNCTION.
 CN2493'
 CN2493'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CN2493
 CN2493                          STATION RECOVERY (1951)
 CN2493
 CN2493'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 CN2493'1.75 MI NE FROM DIXONS MILL.
 CN2493'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 43 FROM THE INTERSECTION OF
 CN2493'STATE HIGHWAY 10 AT DIXONS MILL, THENCE ABOT 1.1 MILES EAST ALONG A
 CN2493'BLACK TOP AND GRAVEL ROAD, THENCE ABOUT 0.4 MILE NORTH ALONG A SAND
 CN2493'ROAD, AT THE TOP OF A HILL AT AN UNPAINTED FARM HOUSE WITH A GROUP OF
 CN2493'LARGE OAK TREES AROUND HOUSE, 149 FEET WEST OF CENTER LINE OF ROAD, 24
 CN2493'1/2 FEET SOUTHWEST OF SOUTHWEST CORNER OF HOUSE, 35 FEET
 CN2493'EAST-SOUTHEAST OF A 10-INCH CEDAR TREE, 19 1/2 FEET NORTHEAST OF THE
 CN2493'SOUTHEAST ONE OF TWO 8-INCH CHINA BERRY TREES, 1 FOOT EAST OF A WHITE
 CN2493'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CN2493'1 INCH.
 CN2493
 CN2493                          STATION RECOVERY (1964)
 CN2493
 CN2493'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1964
 CN2493'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  ALL MARKS ARE STANDARD
 CN2493'BRONZE DISKS SET IN THE TOP OF SQUARE CONCRETE POSTS.  A COMPLETE
 CN2493'DESCRIPTION FOLLOWS-
 CN2493'
 CN2493'TO REACH THE STATION FROM THE INTERSECTION OF U.S. 43 AND STATE
 CN2493'HIGHWAY 10 IN DIXONS MILL, DRIVE NORTH ON U.S. 43 FOR 0.30 MILE
 CN2493'TO THE INTERSECTION OF A PAVED COUNTY ROAD RIGHT BETWEEN
 CN2493'A WHITE FRAME CHURCH BUILDING IN THE SOUTHEAST QUADRANT AND AN
 CN2493'OLD STORE BUILDING IN THE NORTHEAST QUADRANT OF THE INTERSECTION,
 CN2493'TURN RIGHT ON THIS COUNTY ROAD AND DRIVE EAST, PAST ANOTHER
 CN2493'WHITE FRAME CHURCH BUILDING ON THE LEFT, FOR 0.95 MILE TO A
 CN2493'PAVED DRIVE LEFT TO A CEMETERY AND THE END OF THE PAVED PART
 CN2493'OF THE ROAD, CONTINUE EAST ON THE DIRT ROAD FOR 0.20 MILE TO
 CN2493'THE AZIMUTH MARK ON THE LEFT, AND A DIRT T-ROAD LEFT, TURN LEFT
 CN2493'AT THIS INTERSECTION AND DRIVE NORTH FOR 0.50 MILE TO THE
 CN2493'STATION ON THE LEFT AT THE CREST OF A RISE IN THE ROAD.
 CN2493'
 CN2493'THE STATION IS LOCATED ABOUT 1 MILE EAST OF DIXONS MILL AND U.S.
 CN2493'HIGHWAY 43.  A FARM HOUSE WAS FORMERLY LOCATED AT THE SITE BUT
 CN2493'EVIDENTLY IT WAS COMPLETELY REMOVED SOME YEARS AGO.  THE AREA IS
 CN2493'COVERED WITH SMALL PINES, BRIARS AND OTHER UNDERGROWTH.  DUE TO
 CN2493'THE THICK UNDERGROWTH, THE OLD ROAD UP TO THE OLD HOUSE SITE AND
 CN2493'THE STATION HAD TO BE CUT OUT, BUT THE STATION MAY BE REACHED BY
 CN2493'AUTOMOBILE BY DRIVING SOUTHWEST UP THE OLD ROAD WHICH BEGINS
 CN2493'APPROXIMATELY 50 FEET SOUTH OF A 40 INCH PECAN TREE JUST TO
 CN2493'THE LEFT OF THE MAIN DIRT ROAD.  THE STATION IS APPROXIMATELY
 CN2493'160 FEET WEST OF THE CENTERLINE OF THE MAIN DIRT ROAD, 38.3 FEET
 CN2493'NORTH OF THE HOLLOW CENTER OF THE 4 FOOT STUMP OF THE 36 INCH
 CN2493'OAK TREE MENTIONED IN THE ORIGINAL DESCRIPTION, 34.8 FEET
 CN2493'EAST-SOUTHEAST OF A 12 INCH CEDAR TREE, 25.7 FEET SOUTH-SOUTHEAST
 CN2493'OF A 12 INCH CEDAR TREE, 25.7 FEET SOUTH-SOUTHEAST OF A
 CN2493'TRIANGULAR BLAZED 24 INCH WHITE OAK TREE, 3.65 FEET WEST OF A
 CN2493'METAL WITNESS POST AND SIGN.  THE MARK IS FLUSH WITH THE GROUND
 CN2493'AND THE DISK IS STAMPED DIXONS 1944.
 CN2493'
 CN2493'RM-1 IS 101.00 FEET NORTH-NORTHEAST OF THE STATION, 18.8 FEET WEST
 CN2493'OF A 20 INCH BLACKGUM TREE, 2.10 FEET SOUTH OF A METAL WITNESS POST
 CN2493'AND SIGN.  THE MARKS PROJECTS APPROXIMATELY 3 INCHES AND THE DISK
 CN2493'IS STAMPED DIXONS NO. 1 1944.
 CN2493'
 CN2493'RM-2 IS 75.19 FEET EAST OF THE STATION, 6.5 FEET NORTH OF A DEAD
 CN2493'24 INCH OAK TREE, 2.55 FEET WEST OF A METAL WITNESS POST AND SIGN.
 CN2493'THE MARK IS APPROXIMATELY 3 INCHES BELOW THE SURFACE OF THE GROUND
 CN2493'AND THE DISK IS STAMPED DIXONS NO. 2 1944.
 CN2493'
 CN2493'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SOUTH OF THE STATION
 CN2493'ON A HIGH ROAD BANK, 190 FEET WEST OF THE T-INTERSECTION MENTIONED
 CN2493'ABOVE, 21 FEET NORTH-NORTHWEST OF THE CENTERLINE OF THE EAST-WEST
 CN2493'DIRT ROAD, 1.5 FEET NORTH-NORTHWEST OF THE CREST OF THE 8 FOOT
 CN2493'BACKSLOPE, 1.2 FEET NORTH-NORTHWEST OF A 3-STRAND BARB WIRE FENCE,
 CN2493'3 FEET NORTHEAST OF A METAL WITNESS POST AND SIGN.  THE MARK
 CN2493'PROJECTS APPROXIMATELY 3 INCHES AND THE DISK IS STAMPED
 CN2493'DIXONS 1944.
 CN2493
 CN2493                          STATION RECOVERY (1972)
 CN2493
 CN2493'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 CN2493'RECOVERED IN GOOD CONDITION.
 CN2493
 CN2493                          STATION RECOVERY (1990)
 CN2493
 CN2493'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN2493'THE STATION IS LOCATED IN MARENGO COUNTY ON PROPERTY OWNED BY THE
 CN2493'JAMES RIVER TIMBER COMPANY, ABOUT 2.25 KM (1.40 MI) NORTH - NORTHEAST
 CN2493'OF DIXONS MILL AND ABOUT 17.38 KM (10.80 MI) NORTH - NORTHWEST OF
 CN2493'THOMASVILLE.
 CN2493'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND ALA 10 AT
 CN2493'DIXONS MILL, DRIVE NORTH ON U. S. 43 0.40 KM (0.25 MI) TO A MARENGO
 CN2493'COUNTY ROAD NO. 6 ON THE RIGHT, TURN RIGHT ON MARENGO COUNTY ROAD NO.
 CN2493'6 AND DRIVE EAST AND THEN NORTHEAST 1.53 KM (0.95 MI) TO THE END OF
 CN2493'PAVEMENT, CONTINUE NORTHEAST ON A GRAVEL ROAD 0.32 KM (0.20 MI) TO A
 CN2493'GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE NORTH
 CN2493'0.72 KM (0.45 MI) TO THE STATION ON THE LEFT, ABOUT 60.96 M
 CN2493'(200.00 FT) WEST OF THE GRAVEL ROAD ON TOP OF A HILL.
 CN2493'THE STATION IS LOCATED ON TOP OF THE HIGHEST HILL IN THE VICINITY IN
 CN2493'THE SOUTH SIDE OF AN OLD LOGGING YARD, 0.27 M (0.89 FT) NORTHEAST OF
 CN2493'A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN2493'STATION 46-1 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN2493
 CN2493                          STATION RECOVERY (1991)
 CN2493
 CN2493'RECOVERED 1991
 CN2493'RECOVERED IN GOOD CONDITION.
 CN2493
 CN2493                          STATION RECOVERY (1994)
 CN2493
 CN2493'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 CN2493'RECOVERED AS DESCRIBED.  THE ONE (1) IN 1944 HAS BEEN SCARRED OUT.
 CN2493
 CN2493                          STATION RECOVERY (1995)
 CN2493
 CN2493'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1995 (JDS)
 CN2493'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2491 ***********************************************************************
 CN2491  DESIGNATION -  DIXONS AZ MK
 CN2491  PID         -  CN2491
 CN2491  STATE/COUNTY-  AL/MARENGO
 CN2491  USGS QUAD   -  SWEET WATER (1986)
 CN2491
 CN2491                         *CURRENT SURVEY CONTROL
 CN2491  ___________________________________________________________________
 CN2491* NAD 83(1986)-  32 03 59.     (N)    087 46 21.     (W)     SCALED    
 CN2491* NAVD 88     -        77.401  (meters)     253.94   (feet)  ADJUSTED  
 CN2491  ___________________________________________________________________
 CN2491  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 CN2491  DYNAMIC HT  -          77.310 (meters)     253.64  (feet)  COMP
 CN2491  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 CN2491
 CN2491  VERT ORDER  -  SECOND    CLASS 0
 CN2491
 CN2491.The horizontal coordinates were scaled from a topographic map and have
 CN2491.an estimated accuracy of +/- 6 seconds.
 CN2491
 CN2491.The orthometric height was determined by differential leveling
 CN2491.and adjusted by the National Geodetic Survey in June 1991..
 CN2491
 CN2491.The geoid height was determined by GEOID03.
 CN2491
 CN2491.The dynamic height is computed by dividing the NAVD 88
 CN2491.geopotential number by the normal gravity value computed on the
 CN2491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2491.degrees latitude (g = 980.6199 gals.).
 CN2491
 CN2491.The modeled gravity was interpolated from observed gravity values.
 CN2491
 CN2491;                    North         East    Units  Estimated Accuracy
 CN2491;SPC AL W     -   229,120.      574,270.      MT  (+/- 180 meters Scaled)
 CN2491
 CN2491                          SUPERSEDED SURVEY CONTROL
 CN2491
 CN2491  NGVD 29 (??/??/92)   77.371  (m)          253.84   (f) ADJ UNCH    2 0
 CN2491
 CN2491.Superseded values are not recommended for survey control.
 CN2491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2491.See file dsdata.txt to determine how the superseded data were derived.
 CN2491
 CN2491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA270480(NAD 83)
 CN2491_MARKER: DZ = AZIMUTH MARK DISK
 CN2491_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2491_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2491_STAMPING: DIXONS 1944
 CN2491_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2491+STABILITY: SURFACE MOTION
 CN2491
 CN2491  HISTORY     - Date     Condition        Report By
 CN2491  HISTORY     - 1944     MONUMENTED       CGS
 CN2491  HISTORY     - 1951     GOOD             NGS
 CN2491
 CN2491                          STATION DESCRIPTION
 CN2491
 CN2491'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CN2491'1.3 MI NE FROM DIXONS MILL.
 CN2491'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 43 FROM THE INTERSECTION OF
 CN2491'STATE HIGHWAY 10 AT DIXONS MILL, THENCE ABOUT 1.05 MILES EAST ALONG A
 CN2491'BLACK TOP AND GRAVEL ROAD, ON THE OUTSIDE OF A SHORT CURVE WITH
 CN2491'TANGENTS EXTENDING SOUTH AND NORTHEAST, AT THE JUNCTION OF A ROAD
 CN2491'NORTH, ON THE TOP OF A CUT NORTHWEST OF ROAD, 21 FEET NORTHWEST OF
 CN2491'CENTER LINE OF ROAD, 177 FEET SOUTHWEST OF CENTER OF JUNTION OF ROAD
 CN2491'NORTH, 89 FEET NORTHEAST OF A POWER LINE BRACE POLE, 2 1/2 FEET
 CN2491'NORTHWEST OF EDGE OF CUT, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN
 CN2491'WITNESS POST, ABOUT 10 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF
 CN2491'A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2492 ***********************************************************************
 CN2492  DESIGNATION -  DIXONS RM 1
 CN2492  PID         -  CN2492
 CN2492  STATE/COUNTY-  AL/MARENGO
 CN2492  USGS QUAD   -  SWEET WATER (1986)
 CN2492
 CN2492                         *CURRENT SURVEY CONTROL
 CN2492  ___________________________________________________________________
 CN2492* NAD 83(1986)-  32 04 20.     (N)    087 46 19.     (W)     SCALED    
 CN2492* NAVD 88     -        95.000  (meters)     311.68   (feet)  ADJUSTED  
 CN2492  ___________________________________________________________________
 CN2492  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CN2492  DYNAMIC HT  -          94.888 (meters)     311.31  (feet)  COMP
 CN2492  MODELED GRAV-     979,460.1   (mgal)                       NAVD 88
 CN2492
 CN2492  VERT ORDER  -  SECOND    CLASS 0
 CN2492
 CN2492.The horizontal coordinates were scaled from a topographic map and have
 CN2492.an estimated accuracy of +/- 6 seconds.
 CN2492
 CN2492.The orthometric height was determined by differential leveling
 CN2492.and adjusted by the National Geodetic Survey in June 1991..
 CN2492
 CN2492.The geoid height was determined by GEOID03.
 CN2492
 CN2492.The dynamic height is computed by dividing the NAVD 88
 CN2492.geopotential number by the normal gravity value computed on the
 CN2492.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2492.degrees latitude (g = 980.6199 gals.).
 CN2492
 CN2492.The modeled gravity was interpolated from observed gravity values.
 CN2492
 CN2492;                    North         East    Units  Estimated Accuracy
 CN2492;SPC AL W     -   229,770.      574,330.      MT  (+/- 180 meters Scaled)
 CN2492
 CN2492                          SUPERSEDED SURVEY CONTROL
 CN2492
 CN2492  NGVD 29 (??/??/92)   94.970  (m)          311.58   (f) ADJ UNCH    2 0
 CN2492
 CN2492.Superseded values are not recommended for survey control.
 CN2492.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2492.See file dsdata.txt to determine how the superseded data were derived.
 CN2492
 CN2492_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA271487(NAD 83)
 CN2492_MARKER: DR = REFERENCE MARK DISK
 CN2492_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2492_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2492_STAMPING: DIXONS NO 1 1944
 CN2492_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2492+STABILITY: SURFACE MOTION
 CN2492
 CN2492  HISTORY     - Date     Condition        Report By
 CN2492  HISTORY     - 1944     MONUMENTED       CGS
 CN2492  HISTORY     - 1951     GOOD             NGS
 CN2492  HISTORY     - 19720301 GOOD             USGS
 CN2492
 CN2492                          STATION DESCRIPTION
 CN2492
 CN2492'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CN2492'1.75 MI NE FROM DIXONS HILL.
 CN2492'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 43 FROM THE INTERSECTION OF
 CN2492'STATE HIGHWAY 10 AT DIXONS MILL, THENCE ABOUT 1.1 MILES EAST ALONG A
 CN2492'BLACK TOP AND GRAVEL ROAD, THENCE ABOUT 0.4 MILE NORTH ALONG A SAND
 CN2492'ROAD, AT THE TOP OF A HILL AND AT A FARM HOUSE WITH A GROUP OF LARGE
 CN2492'OAK TREES AROUND HOUSE, 142 FEET WEST OF THE CENTER LINE OF ROAD AT
 CN2492'CENTER OF JUNCTION OF DRIVE TO HOUSE, 101 FEET NORTH OF THE STATION
 CN2492'MARK, 43 FEET NORTHWEST OF NORTHWEST CORNER OF HOUSE, 5 FEET SOUTH OF
 CN2492'A 16-INCH CHINA BERRY TREE, ABOUT 4 FEET LOWER THAN LEVEL OF STATION
 CN2492'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CN2492
 CN2492                          STATION RECOVERY (1972)
 CN2492
 CN2492'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 CN2492'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2494 ***********************************************************************
 CN2494  DESIGNATION -  DIXONS RM 2
 CN2494  PID         -  CN2494
 CN2494  STATE/COUNTY-  AL/MARENGO
 CN2494  USGS QUAD   -  SWEET WATER (1986)
 CN2494
 CN2494                         *CURRENT SURVEY CONTROL
 CN2494  ___________________________________________________________________
 CN2494* NAD 83(1986)-  32 04 20.     (N)    087 46 19.     (W)     SCALED    
 CN2494* NAVD 88     -        95.279  (meters)     312.59   (feet)  ADJUSTED  
 CN2494  ___________________________________________________________________
 CN2494  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CN2494  DYNAMIC HT  -          95.166 (meters)     312.22  (feet)  COMP
 CN2494  MODELED GRAV-     979,460.1   (mgal)                       NAVD 88
 CN2494
 CN2494  VERT ORDER  -  SECOND    CLASS 0
 CN2494
 CN2494.The horizontal coordinates were scaled from a topographic map and have
 CN2494.an estimated accuracy of +/- 6 seconds.
 CN2494
 CN2494.The orthometric height was determined by differential leveling
 CN2494.and adjusted by the National Geodetic Survey in June 1991..
 CN2494
 CN2494.The geoid height was determined by GEOID03.
 CN2494
 CN2494.The dynamic height is computed by dividing the NAVD 88
 CN2494.geopotential number by the normal gravity value computed on the
 CN2494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2494.degrees latitude (g = 980.6199 gals.).
 CN2494
 CN2494.The modeled gravity was interpolated from observed gravity values.
 CN2494
 CN2494;                    North         East    Units  Estimated Accuracy
 CN2494;SPC AL W     -   229,770.      574,330.      MT  (+/- 180 meters Scaled)
 CN2494
 CN2494                          SUPERSEDED SURVEY CONTROL
 CN2494
 CN2494  NGVD 29 (??/??/92)   95.248  (m)          312.49   (f) ADJ UNCH    2 0
 CN2494
 CN2494.Superseded values are not recommended for survey control.
 CN2494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2494.See file dsdata.txt to determine how the superseded data were derived.
 CN2494
 CN2494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA271487(NAD 83)
 CN2494_MARKER: DR = REFERENCE MARK DISK
 CN2494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2494_STAMPING: DIXONS NO 2 1944
 CN2494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2494+STABILITY: SURFACE MOTION
 CN2494
 CN2494  HISTORY     - Date     Condition        Report By
 CN2494  HISTORY     - 1944     MONUMENTED       CGS
 CN2494  HISTORY     - 1951     GOOD             NGS
 CN2494  HISTORY     - 19720301 GOOD             USGS
 CN2494
 CN2494                          STATION DESCRIPTION
 CN2494
 CN2494'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CN2494'1.75 MI NE FROM DIXONS MILL.
 CN2494'ABOUT 0.25 MILE NORTH ALONG U.S. HIGHWAY 43 FROM THE INTERSECTION OF
 CN2494'STATE HIGHWAY 10 AT DIXONS MILL, THENCE ABOUT 1.1 MILES EAST ALONG A
 CN2494'BLACK TOP AND GRAVEL ROAD, THENCE ABOUT 0.4 MILE NORTH ALONG A SAND
 CN2494'ROAD, AT THE TOP OF A HILL AND AT A FARM HOUSE WITH A GROUP OF LARGE
 CN2494'OAK TREES AROUND HOUSE, 75 FEET EAST OF THE STATION MARK, 74 FEET WEST
 CN2494'OF CENTER LINE OF ROAD, 35 FEET SOUTHEAST OF SOUTHEAST CORNER OF
 CN2494'HOUSE, 3 FEET SOUTHWEST OF A POWER POLE ON LINE TO HOUSE, 7 FEET NORTH
 CN2494'OF A 30-INCH OAK TREE, ABOUT 12 FEET ABOVE LEVEL OF ROAD AND SET IN
 CN2494'THE TOP OF A CONCRETE POST ABOUT 1 INCH UNDER GROUND.
 CN2494
 CN2494                          STATION RECOVERY (1972)
 CN2494
 CN2494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972 (JDS)
 CN2494'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2015 ***********************************************************************
 BH2015  DESIGNATION -  DOG RIVER
 BH2015  PID         -  BH2015
 BH2015  STATE/COUNTY-  AL/MOBILE
 BH2015  USGS QUAD   -  HOLLINGERS ISLAND (1982)
 BH2015
 BH2015                         *CURRENT SURVEY CONTROL
 BH2015  ___________________________________________________________________
 BH2015* NAD 83(1992)-  30 35 58.92277(N)    088 03 37.69605(W)     ADJUSTED  
 BH2015* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2015  ___________________________________________________________________
 BH2015  LAPLACE CORR-           1.03  (seconds)                    DEFLEC99
 BH2015  GEOID HEIGHT-         -28.44  (meters)                     GEOID03
 BH2015
 BH2015  HORZ ORDER  -  THIRD
 BH2015
 BH2015.The horizontal coordinates were established by classical geodetic methods
 BH2015.and adjusted by the National Geodetic Survey in December 1992..
 BH2015
 BH2015.The orthometric height was scaled from a topographic map.
 BH2015
 BH2015.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2015
 BH2015.The geoid height was determined by GEOID03.
 BH2015
 BH2015;                    North         East     Units Scale Factor Converg.
 BH2015;SPC AL W     -    66,610.722   546,253.497   MT  0.99996896   -0 17 07.1
 BH2015;UTM  16      - 3,385,719.044   398,337.756   MT  0.99972750   -0 32 23.5
 BH2015
 BH2015!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2015!SPC AL W     -   1.00000446  x   0.99996896  =   0.99997342
 BH2015!UTM  16      -   1.00000446  x   0.99972750  =   0.99973196
 BH2015
 BH2015:                Primary Azimuth Mark                     Grid Az
 BH2015:SPC AL W     -  CHOCTAW POINT                            019 45 53.2
 BH2015:UTM  16      -  CHOCTAW POINT                            020 01 09.6
 BH2015
 BH2015|---------------------------------------------------------------------|
 BH2015| PID    Reference Object                     Distance      Geod. Az  |
 BH2015|                                                           dddmmss.s |
 BH2015| BH1992 CHOCTAW POINT                       APPROX. 8.0 KM 0192846.1 |
 BH2015|---------------------------------------------------------------------|
 BH2015
 BH2015                          SUPERSEDED SURVEY CONTROL
 BH2015
 BH2015  NAD 83(1986)-  30 35 58.93839(N)    088 03 37.70224(W) AD(       ) 3
 BH2015
 BH2015.Superseded values are not recommended for survey control.
 BH2015.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2015.See file dsdata.txt to determine how the superseded data were derived.
 BH2015
 BH2015_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9833885719(NAD 83)
 BH2015_MARKER: B = BOLT
 BH2015_SETTING: 0 = UNSPECIFIED SETTING
 BH2015_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2015
 BH2015  HISTORY     - Date     Condition        Report By
 BH2015  HISTORY     - 1910     MONUMENTED       USE
 BH2015
 BH2015                          STATION DESCRIPTION
 BH2015
 BH2015'DESCRIBED BY US ENGINEERS 1910
 BH2015'ABOVE THE MOUTH OF DOG RIVER ON DOG RIVER POINT ON THE PROPERTY OF
 BH2015'MAJ. HANNON, ABOUT 1 MILE BELOW SOUTH END.  THE STATION IS MARKED
 BH2015'BY A COPPER BOLT, 1/4 BY 3 INCHES, IN THE CENTER OF A 10-FOOT
 BH2015'PIECE OF 2-INCH BLACK PIPE WHICH IS IN THE CENTER OF A COLUMN OF
 BH2015'CONCRETE, 10 BY 10 INCHES BY 6 FEET, THE TOP OF THE PIPE AND
 BH2015'COLUMN BEING FLUSH WITH THE GROUND.  THE REFERENCE MARKS ARE TWO
 BH2015'CONCRETE MONUMENTS 4 BY 4 INCHES BY 3 FEET, LOCATED 59.18 AND
 BH2015'58.15 FEET FROM THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3078 ***********************************************************************
 CN3078  DESIGNATION -  DOMINICK
 CN3078  PID         -  CN3078
 CN3078  STATE/COUNTY-  AL/HALE
 CN3078  USGS QUAD   -  MELTON (1986)
 CN3078
 CN3078                         *CURRENT SURVEY CONTROL
 CN3078  ___________________________________________________________________
 CN3078* NAD 83(1992)-  32 38 30.59153(N)    087 38 36.89319(W)     ADJUSTED  
 CN3078* NAVD 88     -        61.4    (meters)     201.     (feet)  VERTCON   
 CN3078  ___________________________________________________________________
 CN3078  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 CN3078  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CN3078
 CN3078  HORZ ORDER  -  FIRST
 CN3078
 CN3078.The horizontal coordinates were established by classical geodetic methods
 CN3078.and adjusted by the National Geodetic Survey in December 1992..
 CN3078
 CN3078.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3078.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3078
 CN3078.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3078
 CN3078.The geoid height was determined by GEOID03.
 CN3078
 CN3078;                    North         East     Units Scale Factor Converg.
 CN3078;SPC AL W     -   292,902.821   586,528.792   MT  0.99993557   -0 04 38.8
 CN3078;UTM  16      - 3,611,764.296   439,637.032   MT  0.99964493   -0 20 49.7
 CN3078
 CN3078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3078!SPC AL W     -   0.99999493  x   0.99993557  =   0.99993050
 CN3078!UTM  16      -   0.99999493  x   0.99964493  =   0.99963987
 CN3078
 CN3078:                Primary Azimuth Mark                     Grid Az
 CN3078:SPC AL W     -  GREENSBORO COURTHOUSE DOME               035 00 52.3
 CN3078:UTM  16      -  GREENSBORO COURTHOUSE DOME               035 17 03.2
 CN3078
 CN3078|---------------------------------------------------------------------|
 CN3078| PID    Reference Object                     Distance      Geod. Az  |
 CN3078|                                                           dddmmss.s |
 CN3078| CN3073 GREENSBORO COURTHOUSE DOME          APPROX. 8.4 KM 0345613.5 |
 CN3078| CN3075 GREENSBORO MUN TANK                 APPROX. 8.6 KM 0360152.4 |
 CN3078| CF9571 DOMINICK RM 2                        20.334 METERS 05748     |
 CN3078| CF9570 DOMINICK RM 1                        21.963 METERS 20303     |
 CN3078| CF9569 DOMINICK AZ MK                                     3455409.9 |
 CN3078|---------------------------------------------------------------------|
 CN3078
 CN3078                          SUPERSEDED SURVEY CONTROL
 CN3078
 CN3078  NAD 83(1986)-  32 38 30.60014(N)    087 38 36.89451(W) AD(       ) 1
 CN3078  NAD 27      -  32 38 30.12324(N)    087 38 36.86290(W) AD(       ) 1
 CN3078  NGVD 29 (07/19/86)   61.4    (m)          201.     (f) VERT ANG       
 CN3078
 CN3078.Superseded values are not recommended for survey control.
 CN3078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3078.See file dsdata.txt to determine how the superseded data were derived.
 CN3078
 CN3078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3963711764(NAD 83)
 CN3078_MARKER: DS = TRIANGULATION STATION DISK
 CN3078_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3078_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN3078
 CN3078  HISTORY     - Date     Condition        Report By
 CN3078  HISTORY     - 1971     MONUMENTED       NGS
 CN3078  HISTORY     - 1972     GOOD             ALHD
 CN3078
 CN3078                          STATION DESCRIPTION
 CN3078
 CN3078'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN3078'THE STATION IS ABOUT 7-1/4 MILES WEST-NORTHWEST OF NEWBERN, 6 MILES
 CN3078'SOUTHWEST OF GREENSBORO, AND 1/2 MILE WEST OF STATE HIGHWAY 69.  IT
 CN3078'IS IN THE NORTHWEST OF 1/4 OF SECTION 12, T. 19 N., R. 4 E. AND ON
 CN3078'PROPERTY OF MR. ROY DOMINICK WHO LIVES AT THE STATION SITE.  HIS
 CN3078'PHONE NUMBER IS (205) 624-8638.
 CN3078'
 CN3078'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 25 AND 69,
 CN3078'1 BLOCK EAST OF THE POST OFFICE IN GREENSBORO, GO SOUTH ON STATE
 CN3078'HIGHWAYS 25 AND 69 FOR 0.35 MILE TO THE JUNCTION OF STATE HIGHWAY
 CN3078'14.  TURN RIGHT, GO WEST ON STATE HIGHWAYS 14, 25 AND 69 FOR 0.25
 CN3078'MILE TO A CROSSROAD.  TURN LEFT, GO SOUTH ON STATE HIGHWAYS 25
 CN3078'AND 69 FOR 0.9 MILE TO WHERE STATE HIGHWAY 25 TURNS LEFT.  CONTINUE
 CN3078'IN A SOUTHERLY DIRECTION ON STATE HIGHWAY 69 FOR 3.8 MILES TO A
 CN3078'FORK.  (TO REACH THE AZIMUTH MARK FROM THIS POINT, GO SOUTHWEST
 CN3078'ON STATE HIGHWAY 69 FOR 0.05 MILE TO THE MARK ON THE RIGHT.)
 CN3078'BEAR LEFT AND GO SOUTH ON COUNTY ROAD 9 FOR 0.3 MILE TO A DRIVEWAY
 CN3078'ON THE LEFT AND THE STATION.
 CN3078'
 CN3078'STATION MARKS ARE STANDARD DISKS STAMPED DOMINICK 1970.  THE SURFACE
 CN3078'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN3078'WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 76 FEET
 CN3078'NORTHWEST OF THE NORTHWEST CORNER OF A FRAME HOUSE, 68 FEET EAST
 CN3078'OF THE CENTER OF COUNTY ROAD 9, 41 FEET NORTH OF THE CENTER OF THE
 CN3078'DRIVEWAY, 33 FEET EAST-SOUTHEAST OF A FENCE CORNER AND 18 FEET
 CN3078'SOUTH OF A WIRE FENCE.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 CN3078'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 CN3078'SURFACE.
 CN3078'
 CN3078'REFERENCE MARK 1, A STANDARD DISK STAMPED DOMINICK NO 1 1970, IS SET
 CN3078'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 CN3078'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 34 FEET EAST OF THE
 CN3078'CENTER OF COUNTY ROAD 9, 20 FEET SOUTH OF THE CENTER OF THE
 CN3078'DRIVEWAY, 1 FOOT EAST OF A WIRE FENCE AND ABOUT 1 FOOT LOWER THAN
 CN3078'THE STATION.
 CN3078'
 CN3078'REFERENCE MARK 2, A STANDARD DISK STAMPED DOMINICK NO 2 1970, IS SET
 CN3078'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 CN3078'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 92 FEET NORTH OF THE
 CN3078'NORTHWEST CORNER OF THE HOUSE, 56 FEET NORTH-NORTHWEST OF THE
 CN3078'CENTER OF THE DRIVEWAY, 1 FOOT SOUTH-SOUTHEAST OF THE WIRE FENCE
 CN3078'AND ABOUT 1 FOOT LOWER THAN THE STATION.
 CN3078'
 CN3078'THE AZIMUTH MARK, A STANDARD DISK STAMPED DOMINICK 1970, IS SET IN
 CN3078'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS 4
 CN3078'INCHES ABOVE THE GROUND SURFACE.  IT IS 65.5 FEET EAST-NORTHEAST OF
 CN3078'TELEPHONE POLE NUMBER 63, 49 FEET NORTHWEST OF THE CENTER OF STATE
 CN3078'HIGHWAY 69, 2 FEET EAST-NORTHEAST OF A METAL WITNESS POST AND 1.5
 CN3078'FEET SOUTHEAST OF A WIRE FENCE.
 CN3078'
 CN3078'HEIGHT OF LIGHT ABOVE STATION MARK 22.4 METERS.
 CN3078
 CN3078                          STATION RECOVERY (1972)
 CN3078
 CN3078'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1972 (JDS)
 CN3078'STATION FOUND IN GOOD CONDITION.  R.M. 1 IN GOOD CONDITION, SET
 CN3078'WITNESS POST ONE FOOT W OF MARK.  R.M. 2 IN GOOD CONDITION, SET
 CN3078'WITNESS POST ONE FOOT N OF MARK.  AZIMUTH MARK IN GOOD CONDITION,
 CN3078'SET WITNESS POST 3 FEET S OF MARK.  PRESENT DESCRIPTION IS GOOD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0814 ***********************************************************************
 BT0814  DESIGNATION -  DOTHAN
 BT0814  PID         -  BT0814
 BT0814  STATE/COUNTY-  AL/HOUSTON
 BT0814  USGS QUAD   -  DOTHAN WEST (1981)
 BT0814
 BT0814                         *CURRENT SURVEY CONTROL
 BT0814  ___________________________________________________________________
 BT0814* NAD 83(1986)-  31 13 26.     (N)    085 23 27.     (W)     SCALED    
 BT0814* NAVD 88     -        99.239  (meters)     325.59   (feet)  ADJUSTED  
 BT0814  ___________________________________________________________________
 BT0814  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BT0814  DYNAMIC HT  -          99.115 (meters)     325.18  (feet)  COMP
 BT0814  MODELED GRAV-     979,395.9   (mgal)                       NAVD 88
 BT0814  OBS GRAVITY -     979,393.3   (mgal)                       GRAV_OBS
 BT0814
 BT0814  VERT ORDER  -  FIRST     CLASS II
 BT0814
 BT0814.The horizontal coordinates were scaled from a topographic map and have
 BT0814.an estimated accuracy of +/- 6 seconds.
 BT0814
 BT0814.The orthometric height was determined by differential leveling
 BT0814.and adjusted by the National Geodetic Survey in June 1991..
 BT0814.WARNING-Repeat measurements at this control monument indicate possible
 BT0814.vertical movement.
 BT0814
 BT0814.The geoid height was determined by GEOID03.
 BT0814
 BT0814.The dynamic height is computed by dividing the NAVD 88
 BT0814.geopotential number by the normal gravity value computed on the
 BT0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0814.degrees latitude (g = 980.6199 gals.).
 BT0814
 BT0814.The modeled gravity was interpolated from observed gravity values.
 BT0814.The observed gravity was obtained from relative gravimeter ties
 BT0814.to the IGSN71 gravity network.
 BT0814
 BT0814;                    North         East    Units  Estimated Accuracy
 BT0814;SPC AL E     -    80,340.      242,160.      MT  (+/- 180 meters Scaled)
 BT0814
 BT0814                          SUPERSEDED SURVEY CONTROL
 BT0814
 BT0814  NGVD 29 (??/??/92)   99.340  (m)          325.92   (f) ADJ UNCH    1 2
 BT0814
 BT0814.Superseded values are not recommended for survey control.
 BT0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0814.See file dsdata.txt to determine how the superseded data were derived.
 BT0814
 BT0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV532555(NAD 83)
 BT0814_MARKER: DB = BENCH MARK DISK
 BT0814_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT0814_SP_SET: FOUNDATION
 BT0814_STAMPING: DOTHAN 1933
 BT0814_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0814
 BT0814  HISTORY     - Date     Condition        Report By
 BT0814  HISTORY     - 1933     MONUMENTED       CGS
 BT0814  HISTORY     - 1954     GOOD             NGS
 BT0814  HISTORY     - 1981     GOOD             NGS
 BT0814
 BT0814                          STATION DESCRIPTION
 BT0814
 BT0814'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BT0814'AT DOTHAN.
 BT0814'AT DOTHAN, ALONG ANDREW STREET, SET VERTICALLY IN THE EAST FACE
 BT0814'OF STONE FOUNDATION OF BRICK AND STONE CITY HALL BUILDING,
 BT0814'12 1/2 FEET WEST OF WEST CURB OF ANDRES STREET, 206 FEET NORTH OF
 BT0814'NORTH CURB OF MAIN STREET, 1.6 FEET NORTH OF SOUTHEAST CORNER
 BT0814'OF BUILDING AND ABOUT 2 1/2 FEET ABOVE SIDE WALK.
 BT0814
 BT0814                          STATION RECOVERY (1981)
 BT0814
 BT0814'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BT0814'IN DOTHAN, AT THE DOTHAN OPERA HOUSE BUILDING ON SAINT ANDREWS
 BT0814'STREET, 0.08 KILOMETER (0.05 MILE) NORTH OF THE INTERSECTION
 BT0814'OF MAIN STREET, SET VERTICALLY IN THE EAST FACE OF THE BUILDING
 BT0814'IN THE STONE FOUNDATION AND NEAR THE SOUTHEAST CORNER OF THE BUILDING,
 BT0814'3.81 METERS (12.5 FEET) NORTH OF THE NORTHEAST CORNER OF THE DOTHAN
 BT0814'POLICE DEPARTMENT BUILDING, 3.81 METERS (12.5 FEET) WEST OF THE
 BT0814'WEST CURB OF SAINT ANDREWS STREET, 0.49 METER (1.6 FEET) NORTH OF
 BT0814'THE SOUTHEAST CORNER OF THE BUILDING.
 BT0814'THE MARK IS 0.76 M ABOVE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2093 ***********************************************************************
 BT2093  DESIGNATION -  DOTHAN
 BT2093  PID         -  BT2093
 BT2093  STATE/COUNTY-  AL/HOUSTON
 BT2093  USGS QUAD   -  DOTHAN EAST (1981)
 BT2093
 BT2093                         *CURRENT SURVEY CONTROL
 BT2093  ___________________________________________________________________
 BT2093* NAD 83(1992)-  31 13 18.21713(N)    085 22 00.35070(W)     ADJUSTED  
 BT2093* NAVD 88     -        99.24   (meters)     325.6    (feet)  LEVELING  
 BT2093  ___________________________________________________________________
 BT2093  LAPLACE CORR-          -1.05  (seconds)                    DEFLEC99
 BT2093  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 BT2093
 BT2093  HORZ ORDER  -  SECOND
 BT2093  VERT ORDER  -  THIRD ?
 BT2093
 BT2093.The horizontal coordinates were established by classical geodetic methods
 BT2093.and adjusted by the National Geodetic Survey in December 1992..
 BT2093
 BT2093.The orthometric height was determined by differential leveling.
 BT2093.The vertical network tie was performed by a horz. field party for horz.
 BT2093.obs reductions. Reset procedures were used to establish the elevation.
 BT2093
 BT2093.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2093
 BT2093.The geoid height was determined by GEOID03.
 BT2093
 BT2093;                    North         East     Units Scale Factor Converg.
 BT2093;SPC AL E     -    80,106.387   244,454.368   MT  0.99998437   +0 14 30.7
 BT2093;UTM  16      - 3,455,324.777   655,566.490   MT  0.99989851   +0 50 48.3
 BT2093
 BT2093!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2093!SPC AL E     -   0.99998869  x   0.99998437  =   0.99997306
 BT2093!UTM  16      -   0.99998869  x   0.99989851  =   0.99988720
 BT2093
 BT2093|---------------------------------------------------------------------|
 BT2093| PID    Reference Object                     Distance      Geod. Az  |
 BT2093|                                                           dddmmss.s |
 BT2093| CY9362 DOTHAN RM 1                          30.047 METERS 07147     |
 BT2093| CY9361 DOTHAN AZ MK                                       0733827.5 |
 BT2093| BT2095 DOTHAN SANITARY DAIRY LGE TANK      APPROX. 5.3 KM 1254459.7 |
 BT2093| CY9363 DOTHAN RM 2                          29.090 METERS 31145     |
 BT2093|---------------------------------------------------------------------|
 BT2093
 BT2093                          SUPERSEDED SURVEY CONTROL
 BT2093
 BT2093  NAD 83(1986)-  31 13 18.22258(N)    085 22 00.35455(W) AD(       ) 2
 BT2093  NAD 27      -  31 13 17.59000(N)    085 22 00.58500(W) AD(       ) 2
 BT2093
 BT2093.Superseded values are not recommended for survey control.
 BT2093.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2093.See file dsdata.txt to determine how the superseded data were derived.
 BT2093
 BT2093_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5556655325(NAD 83)
 BT2093_MARKER: DS = TRIANGULATION STATION DISK
 BT2093_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2093
 BT2093  HISTORY     - Date     Condition        Report By
 BT2093  HISTORY     - 1943     MONUMENTED       CGS
 BT2093
 BT2093                          STATION DESCRIPTION
 BT2093
 BT2093'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2093'THE STATION IS LOCATED 1.6 MILES BY ROAD E OF THE COURTHOUSE IN
 BT2093'DOTHAN, JUST E OF THE E CORPORATION LIMIT, ON LAND OWNED BY THE
 BT2093'STATE.  IT IS 23 FEET N OF A FENCE LINE, 64 FEET W OF A TELEPHONE
 BT2093'POLE, 38.7 FEET S OF STATE HIGHWAY 52, AND 22.9 FEET SSW OF A
 BT2093'HIGHWAY SIGN.  IT IS STAMPED DOTHAN 1943 AND IS 18 INCHES BELOW
 BT2093'THE SURFACE OF THE GROUND.
 BT2093'
 BT2093'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2093'DISKS SET IN CONCRETE.
 BT2093'
 BT2093'REFERENCE MARK NO. 1 IS ENE OF THE STATION, 2 FEET N OF A FENCE
 BT2093'LINE, 56 FEET S OF THE CENTER OF STATE HIGHWAY 52, AND 35 FEET E
 BT2093'OF A TELEPHONE POLE.  IT IS STAMPED DOTHAN NO. 1 1943 AND PROJECTS
 BT2093'ABOUT 3 INCHES.
 BT2093'
 BT2093'REFERENCE MARK NO. 2 IS NNW OF THE STATION, 54 FEET NNW OF STATE
 BT2093'HIGHWAY 52, AND 31 FEET N OF A WHITE HIGHWAY POST.  IT IS STAMPED
 BT2093'DOTHAN NO. 2 1943 AND IS FLUSH WITH THE SURFACE OF THE GROUND.
 BT2093'
 BT2093'THE AZIMUTH MARK IS 0.3 MILE BY ROAD E OF THE STATION, SET FLUSH
 BT2093'IN THE E END OF A CONCRETE OVERPASS, 11 FEET S OF THE CENTER OF
 BT2093'STATE HIGHWAY 52.  IT IS STAMPED DOTHAN 1943.
 BT2093'
 BT2093'TO REACH STATION FROM THE COURTHOUSE IN DOTHAN GO E ON U.S. HIGHWAY
 BT2093'84 FOR 1.35 MILES TO ITS JUNCTION WITH STATE HIGHWAY 52, TURN LEFT
 BT2093'ON HIGHWAY 52 AND GO 0.25 MILE TO THE STATION ON THE RIGHT.
 BT2093'
 BT2093'A 4-FOOT STAND WILL SEE A 100-FOOT LIGHT AT STATION VAN.
 BT2093'
 BT2093'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION JONES.
 BT2093'
 BT2093'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION NOBLES.
 BT2093'
 BT2093'A 90-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION BROOKINS.
 BT2093'
 BT2093'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION SPIVEY.
 BT2093'
 BT2093'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2110 ***********************************************************************
 BT2110  DESIGNATION -  DOTHAN CAA SE RADIO MAST
 BT2110  PID         -  BT2110
 BT2110  STATE/COUNTY-  AL/HOUSTON
 BT2110  USGS QUAD   -  DOTHAN WEST (1981)
 BT2110
 BT2110                         *CURRENT SURVEY CONTROL
 BT2110  ___________________________________________________________________
 BT2110* NAD 83(1992)-  31 12 00.50306(N)    085 29 48.63486(W)     ADJUSTED  
 BT2110* NAVD 88     -                                                        
 BT2110  ___________________________________________________________________
 BT2110  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 BT2110  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BT2110
 BT2110  HORZ ORDER  -  THIRD
 BT2110
 BT2110.The horizontal coordinates were established by classical geodetic methods
 BT2110.and adjusted by the National Geodetic Survey in December 1992..
 BT2110
 BT2110
 BT2110.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2110
 BT2110.The geoid height was determined by GEOID03.
 BT2110
 BT2110;                    North         East     Units Scale Factor Converg.
 BT2110;SPC AL E     -    77,667.996   232,067.749   MT  0.99997268   +0 10 27.5
 BT2110;UTM  16      - 3,452,756.059   643,207.566   MT  0.99985297   +0 46 43.7
 BT2110
 BT2110                          SUPERSEDED SURVEY CONTROL
 BT2110
 BT2110  NAD 83(1986)-  31 12 00.50650(N)    085 29 48.63965(W) AD(       ) 4
 BT2110  NAD 27      -  31 11 59.87100(N)    085 29 48.85300(W) AD(       ) 3
 BT2110
 BT2110.Superseded values are not recommended for survey control.
 BT2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2110.See file dsdata.txt to determine how the superseded data were derived.
 BT2110
 BT2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4320852756(NAD 83)
 BT2110_MARKER: 27 = RADIO RANGE MAST
 BT2110
 BT2110  HISTORY     - Date     Condition        Report By
 BT2110  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2110  HISTORY     - 1947     GOOD             CGS
 BT2110  HISTORY     - 1953     GOOD             CGS
 BT2110  HISTORY     - 19960318 GOOD             USPSQD
 BT2110
 BT2110                          STATION DESCRIPTION
 BT2110
 BT2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2110'THIS IS AN INTERSECTION STATION.
 BT2110'
 BT2110'THIS IS THE SE RADIO MAST OF FOUR MASTS.  IT IS AT THE CIVIL
 BT2110'AERNAUTICS AUTHORITY RADIO STATION ABOUT 6 MILES WSW OF DOTHAN.
 BT2110'THE FOUR MASTS ARE ALL THE SAME HEIGHT, ABOUT 135 FEET HIGH.
 BT2110'THEY ARE OF STEEL, PAINTED ALTERNATE RED AND WHITE IN ABOUT 6
 BT2110'SECTIONS.  THE MAST ITSELF IS ABOUT 4 FEET WIDE AT THE BASE AND
 BT2110'IS OF SQUARE STRUCTURAL STEEL CONSTRUCTION.  THE FOUR MASTS ARE
 BT2110'IN THE SHAPE OF A SQUARE, IN A TRUE N-S-E-W DIRECTION, ABOUT 400
 BT2110'FEET APART.  THERE ARE 2 RED LIGHTS SPACED EQUALLY UP THE
 BT2110'SIDES OF THE MASTS AND 2 RED LIGHTS ON TOP EACH MAST.  THE
 BT2110'STATION IS PROPPABLY IN DALE COUNTY BUT IS CLOSE TO THE
 BT2110'JUNCTION OF DALE, GENEVA, AND HOUSTON COUNTIES.  THE STATION
 BT2110'SHOWS ON OUR MOBILE AERNAUTICAL CHART AS DOTHAN RADIO 233 NI.
 BT2110'THE CENTER OF THE TOP OF THE MAST (SE) WAS OBSERVED UPON FROM
 BT2110'TRIANGULATION STATIONS TABER, DOTHAN, AND SPIVEY.
 BT2110
 BT2110                          STATION RECOVERY (1947)
 BT2110
 BT2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG)
 BT2110'DESCRIPTION AS GIVEN IS ADEQUATE.
 BT2110
 BT2110                          STATION RECOVERY (1953)
 BT2110
 BT2110'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 BT2110'STATION WAS RECOVERED AS DESCRIBED EXCEPT AS FOLLOWS-
 BT2110'
 BT2110'A FIFTH TOWER HAS BEEN ADDED.  THIS TOWER IS IN THE CENTER OF
 BT2110'THE ORIGINAL FOUR, AND IS NOT OBSTRUCTIONED LIGHTED.
 BT2110
 BT2110                          STATION RECOVERY (1996)
 BT2110
 BT2110'RECOVERY NOTE BY US POWER SQUADRON 1996
 BT2110'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2102 ***********************************************************************
 BT2102  DESIGNATION -  DOTHAN CO CTHSE CLOCK TOWER
 BT2102  PID         -  BT2102
 BT2102  STATE/COUNTY-  AL/HOUSTON
 BT2102  USGS QUAD   -  DOTHAN WEST (1981)
 BT2102
 BT2102                         *CURRENT SURVEY CONTROL
 BT2102  ___________________________________________________________________
 BT2102* NAD 83(1992)-  31 13 26.39745(N)    085 23 34.94323(W)     ADJUSTED  
 BT2102* NAVD 88     -                                                        
 BT2102  ___________________________________________________________________
 BT2102  LAPLACE CORR-          -0.80  (seconds)                    DEFLEC99
 BT2102  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BT2102
 BT2102  HORZ ORDER  -  THIRD
 BT2102
 BT2102.The horizontal coordinates were established by classical geodetic methods
 BT2102.and adjusted by the National Geodetic Survey in December 1992..
 BT2102
 BT2102
 BT2102.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2102
 BT2102.The geoid height was determined by GEOID03.
 BT2102
 BT2102;                    North         East     Units Scale Factor Converg.
 BT2102;SPC AL E     -    80,348.049   241,949.812   MT  0.99998170   +0 13 41.7
 BT2102;UTM  16      - 3,455,539.964   653,059.745   MT  0.99988897   +0 49 59.5
 BT2102
 BT2102                          SUPERSEDED SURVEY CONTROL
 BT2102
 BT2102  NAD 83(1986)-  31 13 26.40289(N)    085 23 34.94743(W) AD(       ) 4
 BT2102  NAD 27      -  31 13 25.77100(N)    085 23 35.17500(W) AD(       ) 3
 BT2102
 BT2102.Superseded values are not recommended for survey control.
 BT2102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2102.See file dsdata.txt to determine how the superseded data were derived.
 BT2102
 BT2102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5306055540(NAD 83)
 BT2102_MARKER: 55 = TOWER
 BT2102
 BT2102  HISTORY     - Date     Condition        Report By
 BT2102  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2102  HISTORY     - 1947     GOOD             CGS
 BT2102  HISTORY     - 19960318 MARK NOT FOUND   USPSQD
 BT2102
 BT2102                          STATION DESCRIPTION
 BT2102
 BT2102'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2102'THIS INTERSECTION STATION IS LOCATED ON THE W EDGE OF THE
 BT2102'BUSINESS DISTRICT OF THE CITY OF DOTHAN AT THE JUNCTIONS OF U.S.
 BT2102'HIGHWAYS 231 AND 84, 124 FEET E OF U.S. HIGHWAY 231 AND 81 FEET
 BT2102'N OF U.S. HIGHWAY 84.  IT IS A SILVER PAINTED DOME ATOP A YELLOW
 BT2102'BRICK BUILDING, OVERALL HEIGHT ABOUT 60 FEET.  THE DOME IS
 BT2102'LOCATED IN THE SW CORNER OF THE BUILDING AND HAS A CLOCK ON FOUR
 BT2102'SIDES.  THE POINT OBSERVED UPON WAS THE APEX ATOP OF THE DOME.
 BT2102
 BT2102                          STATION RECOVERY (1947)
 BT2102
 BT2102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG)
 BT2102'THE COURTHOUSE CLOCK TOWER IS STILL STANDING AND THE DESCRIPTION
 BT2102'AS GIVEN IS ADEQUATE.
 BT2102
 BT2102                          STATION RECOVERY (1996)
 BT2102
 BT2102'RECOVERY NOTE BY US POWER SQUADRON 1996
 BT2102'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH5732 ***********************************************************************
 DH5732  DESIGNATION -  DOTHAN ENG DEPT BASE STA ARP
 DH5732  PID         -  DH5732
 DH5732  STATE/COUNTY-  AL/HOUSTON
 DH5732  USGS QUAD   -  DOTHAN WEST (1981)
 DH5732
 DH5732                         *CURRENT SURVEY CONTROL
 DH5732  ___________________________________________________________________
 DH5732* NAD 83(1992)-  31 13 29.37125(N)    085 23 26.16251(W)     ADJUSTED  
 DH5732* NAVD 88     -       115.9    (meters)     380.     (feet)  GPS OBS   
 DH5732  ___________________________________________________________________
 DH5732  X           -     438,713.603 (meters)                     COMP
 DH5732  Y           -  -5,441,530.338 (meters)                     COMP
 DH5732  Z           -   3,287,280.618 (meters)                     COMP
 DH5732  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DH5732  ELLIP HEIGHT-          88.72  (meters)          (08/29/05) GPS OBS
 DH5732  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 DH5732
 DH5732  HORZ ORDER  -  A
 DH5732  ELLP ORDER  -  FOURTH    CLASS I
 DH5732
 DH5732.The horizontal coordinates were established by GPS observations
 DH5732.and adjusted by the National Geodetic Survey in August 2005..
 DH5732
 DH5732.The orthometric height was determined by GPS observations and a
 DH5732.high-resolution geoid model.
 DH5732
 DH5732.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DH5732
 DH5732.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH5732
 DH5732.The ellipsoidal height was determined by GPS observations
 DH5732.and is referenced to NAD 83.
 DH5732
 DH5732.The geoid height was determined by GEOID03.
 DH5732
 DH5732;                    North         East     Units Scale Factor Converg.
 DH5732;SPC AL E     -    80,440.563   242,181.836   MT  0.99998194   +0 13 46.3
 DH5732;UTM  16      - 3,455,634.913   653,290.758   MT  0.99988984   +0 50 04.1
 DH5732
 DH5732!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH5732!SPC AL E     -   0.99998607  x   0.99998194  =   0.99996801
 DH5732!UTM  16      -   0.99998607  x   0.99988984  =   0.99987591
 DH5732
 DH5732                          SUPERSEDED SURVEY CONTROL
 DH5732
 DH5732.No superseded survey control is available for this station.
 DH5732
 DH5732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5329155635(NAD 83)
 DH5732_MARKER: Z = SEE DESCRIPTION
 DH5732_SETTING: 0 = UNSPECIFIED SETTING
 DH5732_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH5732_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH5732+STABILITY: SURFACE MOTION
 DH5732_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH5732+SATELLITE: SATELLITE OBSERVATIONS - June 22, 2004
 DH5732
 DH5732  HISTORY     - Date     Condition        Report By
 DH5732  HISTORY     - 20040622 MONUMENTED       AL0930
 DH5732
 DH5732                          STATION DESCRIPTION
 DH5732
 DH5732'DESCRIBED BY CITY OF DOTHAN ALABAMA 2004 (PEG)
 DH5732'THE BASE STATION IS LOCATED ON TOP OF THE ROY DRIGGERS BUILDING
 DH5732'ELEVATOR SHAFT. THE CITY OF DOTHAN ENGINEERING DEPARTMENT IS
 DH5732'RESPONSIBLE FOR THE MAINTENANCE AND SECURITY OF IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2101 ***********************************************************************
 BT2101  DESIGNATION -  DOTHAN HOME GUANO CO TANK
 BT2101  PID         -  BT2101
 BT2101  STATE/COUNTY-  AL/HOUSTON
 BT2101  USGS QUAD   -  DOTHAN WEST (1981)
 BT2101
 BT2101                         *CURRENT SURVEY CONTROL
 BT2101  ___________________________________________________________________
 BT2101* NAD 83(1992)-  31 14 38.59337(N)    085 23 57.76074(W)     ADJUSTED  
 BT2101* NAVD 88     -                                                        
 BT2101  ___________________________________________________________________
 BT2101  LAPLACE CORR-          -0.82  (seconds)                    DEFLEC99
 BT2101  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BT2101
 BT2101  HORZ ORDER  -  THIRD
 BT2101
 BT2101.The horizontal coordinates were established by classical geodetic methods
 BT2101.and adjusted by the National Geodetic Survey in September 1997..
 BT2101
 BT2101
 BT2101.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2101
 BT2101.The geoid height was determined by GEOID03.
 BT2101
 BT2101;                    North         East     Units Scale Factor Converg.
 BT2101;SPC AL E     -    82,569.105   241,337.190   MT  0.99998107   +0 13 30.3
 BT2101;UTM  16      - 3,457,754.219   652,423.761   MT  0.99988657   +0 49 49.4
 BT2101
 BT2101                          SUPERSEDED SURVEY CONTROL
 BT2101
 BT2101  NAD 83(1992)-  31 14 38.59075(N)    085 23 57.75615(W) AD(       ) 4
 BT2101  NAD 83(1986)-  31 14 38.59648(N)    085 23 57.76055(W) AD(       ) 4
 BT2101  NAD 27      -  31 14 37.96800(N)    085 23 57.98500(W) AD(       ) 3
 BT2101
 BT2101.Superseded values are not recommended for survey control.
 BT2101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2101.See file dsdata.txt to determine how the superseded data were derived.
 BT2101
 BT2101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5242457754(NAD 83)
 BT2101_MARKER: 53 = ELEVATED TANK
 BT2101
 BT2101  HISTORY     - Date     Condition        Report By
 BT2101  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2101  HISTORY     - 1947     GOOD             CGS
 BT2101  HISTORY     - 1958     GOOD             CGS
 BT2101  HISTORY     - 1964     GOOD             CGS
 BT2101
 BT2101                          STATION DESCRIPTION
 BT2101
 BT2101'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2101'THIS INTERSECTION STATION IS LOCATED ABOUT 1 MILE N OF THE
 BT2101'CITY OF DOTHAN, ABOUT 90 FEET S OF THE ATLANTIC COAST LINE RAILROAD
 BT2101'TRACKS, 42 FEET E OF THE RAILROAD SPUR RUNNING INTO THE HOME GUANO
 BT2101'COMPANY PLANT AND 107 FEET SE OF THE SE CORNER OF THE MAIN
 BT2101'BUILDING OF THE PLANT.  IT IS A SILVER PAINTED STEEL BOWL
 BT2101'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE WHICH IS ABOUT 125
 BT2101'FEET IN HEIGHT.  THE POINT OBSERVED UPON WAS THE BALL ON THE
 BT2101'TOP OF THE TANK.
 BT2101
 BT2101                          STATION RECOVERY (1947)
 BT2101
 BT2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG)
 BT2101'THE DESCRIPTION AS GIVEN IS ADEQUATE.
 BT2101
 BT2101                          STATION RECOVERY (1958)
 BT2101
 BT2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 BT2101'THE STATION WAS RECOVERED AS DESCRIBED.
 BT2101
 BT2101                          STATION RECOVERY (1964)
 BT2101
 BT2101'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 BT2101'THE STATION WAS RECOVERED AS DESCRIBED.
 BT2101'
 BT2101'CONICAL ROOF REMOVED BY STORM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2105 ***********************************************************************
 BT2105  DESIGNATION -  DOTHAN MUN LT AND PWR STACK
 BT2105  PID         -  BT2105
 BT2105  STATE/COUNTY-  AL/HOUSTON
 BT2105  USGS QUAD   -  DOTHAN WEST (1981)
 BT2105
 BT2105                         *CURRENT SURVEY CONTROL
 BT2105  ___________________________________________________________________
 BT2105* NAD 83(1992)-  31 13 28.28888(N)    085 23 18.69297(W)     ADJUSTED  
 BT2105* NAVD 88     -                                                        
 BT2105  ___________________________________________________________________
 BT2105  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BT2105  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BT2105
 BT2105  HORZ ORDER  -  THIRD
 BT2105
 BT2105.The horizontal coordinates were established by classical geodetic methods
 BT2105.and adjusted by the National Geodetic Survey in December 1992..
 BT2105
 BT2105
 BT2105.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2105
 BT2105.The geoid height was determined by GEOID03.
 BT2105
 BT2105;                    North         East     Units Scale Factor Converg.
 BT2105;SPC AL E     -    80,408.022   242,379.658   MT  0.99998214   +0 13 50.1
 BT2105;UTM  16      - 3,455,604.466   653,488.894   MT  0.99989059   +0 50 07.9
 BT2105
 BT2105                          SUPERSEDED SURVEY CONTROL
 BT2105
 BT2105  NAD 83(1986)-  31 13 28.29444(N)    085 23 18.69728(W) AD(       ) 4
 BT2105  NAD 27      -  31 13 27.66900(N)    085 23 18.92400(W) AD(       ) 3
 BT2105
 BT2105.Superseded values are not recommended for survey control.
 BT2105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2105.See file dsdata.txt to determine how the superseded data were derived.
 BT2105
 BT2105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5348955604(NAD 83)
 BT2105_MARKER: 63 = STACK
 BT2105
 BT2105  HISTORY     - Date     Condition        Report By
 BT2105  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2105
 BT2105                          STATION DESCRIPTION
 BT2105
 BT2105'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2105'THIS INTERSECTION STATION IS LOCATED ON THE E EDGE OF THE
 BT2105'BUSINESS DISTRICT IN THE CITY OF DOTHAN, 67 FEET S OF THE
 BT2105'RAILROAD TRACKS AND 207 FEET E OF E. COLLEGE STREET.  IT IS A RED
 BT2105'BRICK STACK ABOUT 125 FEET HIGH, 15 FEET IN DIAMETER AND IS NEAR
 BT2105'THE SE CORNER OF THE MAIN BUILDING.  THE POINT OBSERVED UPON WAS
 BT2105'THE CENTER OF THE TOP OF THE STACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2103 ***********************************************************************
 BT2103  DESIGNATION -  DOTHAN MUN STANDPIPE
 BT2103  PID         -  BT2103
 BT2103  STATE/COUNTY-  AL/HOUSTON
 BT2103  USGS QUAD   -  DOTHAN WEST (1981)
 BT2103
 BT2103                         *CURRENT SURVEY CONTROL
 BT2103  ___________________________________________________________________
 BT2103* NAD 83(1992)-  31 13 49.22477(N)    085 23 30.64251(W)     ADJUSTED  
 BT2103* NAVD 88     -                                                        
 BT2103  ___________________________________________________________________
 BT2103  LAPLACE CORR-          -0.85  (seconds)                    DEFLEC99
 BT2103  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BT2103
 BT2103  HORZ ORDER  -  THIRD
 BT2103
 BT2103.The horizontal coordinates were established by classical geodetic methods
 BT2103.and adjusted by the National Geodetic Survey in December 1992..
 BT2103
 BT2103
 BT2103.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2103
 BT2103.The geoid height was determined by GEOID03.
 BT2103
 BT2103;                    North         East     Units Scale Factor Converg.
 BT2103;SPC AL E     -    81,051.524   242,060.826   MT  0.99998181   +0 13 44.1
 BT2103;UTM  16      - 3,456,244.507   653,163.316   MT  0.99988936   +0 50 02.3
 BT2103
 BT2103                          SUPERSEDED SURVEY CONTROL
 BT2103
 BT2103  NAD 83(1986)-  31 13 49.23034(N)    085 23 30.64692(W) AD(       ) 4
 BT2103  NAD 27      -  31 13 48.59900(N)    085 23 30.87000(W) AD(       ) 3
 BT2103
 BT2103.Superseded values are not recommended for survey control.
 BT2103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2103.See file dsdata.txt to determine how the superseded data were derived.
 BT2103
 BT2103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5316356245(NAD 83)
 BT2103_MARKER: 52 = STANDPIPE TANK
 BT2103
 BT2103  HISTORY     - Date     Condition        Report By
 BT2103  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2103  HISTORY     - 1947     GOOD             CGS
 BT2103  HISTORY     - 1964     GOOD             CGS
 BT2103  HISTORY     - 1965     GOOD             CGS
 BT2103  HISTORY     - 1972     GOOD             NGS
 BT2103  HISTORY     - 19960308 GOOD             USPSQD
 BT2103
 BT2103                          STATION DESCRIPTION
 BT2103
 BT2103'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2103'THIS INTERSECTION STATION IS LOCATED ON THE N SIDE OF THE
 BT2103'CITY OF DOTHAN NEAR THE ATLANTIC COAST LINE DEPOT, 60 FEET S OF
 BT2103'THE CENTER OF THE STREET PAST THE DEPOT, 65 FEET N OF THE CENTER
 BT2103'OF E. POWELL STREET AND 60 FEET E OF THE CENTER OF ST. ANDREWS
 BT2103'STREET.  IT IS A SILVER PAINTED STEEL STRUCTURE ABOUT 125 FEET IN
 BT2103'HEIGHT AND 15 FEET IN DIAMETER.  THE POINT OBSERVED UPON WAS THE
 BT2103'CENTER OF THE TOP OF THE STANDPIPE.
 BT2103
 BT2103                          STATION RECOVERY (1947)
 BT2103
 BT2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG)
 BT2103'THE DOTHAN MUNICIPAL STANDPIPE IS STILL STANDING AND IN GOOD
 BT2103'CONDITION.  THE DESCRIPTION AS GIVEN IS ADEQUATE.
 BT2103
 BT2103                          STATION RECOVERY (1964)
 BT2103
 BT2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 BT2103'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
 BT2103
 BT2103                          STATION RECOVERY (1965)
 BT2103
 BT2103'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 BT2103'THE STANDPIPE WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS
 BT2103'DESCRIPTION IS ADEQUATE FOR RECOVERY.
 BT2103
 BT2103                          STATION RECOVERY (1972)
 BT2103
 BT2103'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 BT2103'STATION RECOVERED AS DESCRIBED.
 BT2103
 BT2103                          STATION RECOVERY (1996)
 BT2103
 BT2103'RECOVERY NOTE BY US POWER SQUADRON 1996
 BT2103'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2107 ***********************************************************************
 BT2107  DESIGNATION -  DOTHAN MUNICIPAL APT BCN
 BT2107  PID         -  BT2107
 BT2107  STATE/COUNTY-  AL/HOUSTON
 BT2107  USGS QUAD   -  DOTHAN WEST (1981)
 BT2107
 BT2107                         *CURRENT SURVEY CONTROL
 BT2107  ___________________________________________________________________
 BT2107* NAD 83(1992)-  31 14 24.12972(N)    085 26 16.06912(W)     ADJUSTED  
 BT2107* NAVD 88     -                                                        
 BT2107  ___________________________________________________________________
 BT2107  LAPLACE CORR-          -0.68  (seconds)                    DEFLEC99
 BT2107  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BT2107
 BT2107  HORZ ORDER  -  THIRD
 BT2107
 BT2107.The horizontal coordinates were established by classical geodetic methods
 BT2107.and adjusted by the National Geodetic Survey in December 1992..
 BT2107
 BT2107
 BT2107.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2107
 BT2107.The geoid height was determined by GEOID03.
 BT2107
 BT2107;                    North         East     Units Scale Factor Converg.
 BT2107;SPC AL E     -    82,109.923   237,679.087   MT  0.99997750   +0 12 18.5
 BT2107;UTM  16      - 3,457,256.469   648,771.075   MT  0.99987300   +0 48 37.2
 BT2107
 BT2107                          SUPERSEDED SURVEY CONTROL
 BT2107
 BT2107  NAD 83(1986)-  31 14 24.13374(N)    085 26 16.07383(W) AD(       ) 4
 BT2107  NAD 27      -  31 14 23.51000(N)    085 26 16.29000(W) AD(       ) 3
 BT2107
 BT2107.Superseded values are not recommended for survey control.
 BT2107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2107.See file dsdata.txt to determine how the superseded data were derived.
 BT2107
 BT2107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4877157256(NAD 83)
 BT2107_MARKER: 21 = AIRPORT BEACON
 BT2107
 BT2107  HISTORY     - Date     Condition        Report By
 BT2107  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2107  HISTORY     - 1947     GOOD             CGS
 BT2107  HISTORY     - 1953     GOOD             CGS
 BT2107  HISTORY     - 1958     GOOD             CGS
 BT2107  HISTORY     - 1964     GOOD             CGS
 BT2107
 BT2107                          STATION DESCRIPTION
 BT2107
 BT2107'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2107'THIS INTERSECTION STATION IS LOCATED AT THE N END OF THE DOTHAN
 BT2107'MUNICIPAL AIRPORT, ABOUT 3 MILES NW OF THE CITY OF DOTHAN, 0.1 MILE
 BT2107'W OF THE MAIN ROAD LEADING TO THE AIRPORT, 95 FEET SE OF A
 BT2107'CONCRETE VAULT, 159 FEET E OF A WHITE BUILDING AND 221 FEET N OF
 BT2107'THE E-W ROAD.  IT IS ROTATING BEACON OF THE STANDARD TYPE WITH A
 BT2107'CLEAR LIGHT ON ONE SIDE AND GREEN ON THE OTHER SUPPORTED BY A
 BT2107'FOUR-LEGGED STEEL STRUCTURE WHICH IS ABOUT 40 FEET IN HEIGHT.
 BT2107'THE POINT OBSERVED UPON WAS THE LIGHT OF THE BEACON.
 BT2107
 BT2107                          STATION RECOVERY (1947)
 BT2107
 BT2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG)
 BT2107'THE DOTHAN MUNICIPAL AIRPORT BEACON IS STILL IN USE AND THE
 BT2107'DESCRIPTION AS GIVEN IS ADEQUATE.
 BT2107
 BT2107                          STATION RECOVERY (1953)
 BT2107
 BT2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 BT2107'STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE AND
 BT2107'COMPLETE.
 BT2107
 BT2107                          STATION RECOVERY (1958)
 BT2107
 BT2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (GDB)
 BT2107'THE STATION WAS RECOVERED AS DESCRIBED.
 BT2107
 BT2107                          STATION RECOVERY (1964)
 BT2107
 BT2107'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1964 (VES)
 BT2107'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2106 ***********************************************************************
 BT2106  DESIGNATION -  DOTHAN MUNICIPAL TANK
 BT2106  PID         -  BT2106
 BT2106  STATE/COUNTY-  AL/HOUSTON
 BT2106  USGS QUAD   -  DOTHAN WEST (1981)
 BT2106
 BT2106                         *CURRENT SURVEY CONTROL
 BT2106  ___________________________________________________________________
 BT2106* NAD 83(1992)-  31 13 42.75834(N)    085 23 14.67460(W)     ADJUSTED  
 BT2106* NAVD 88     -                                                        
 BT2106  ___________________________________________________________________
 BT2106  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BT2106  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BT2106
 BT2106  HORZ ORDER  -  THIRD
 BT2106
 BT2106.The horizontal coordinates were established by classical geodetic methods
 BT2106.and adjusted by the National Geodetic Survey in December 1992..
 BT2106
 BT2106
 BT2106.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2106
 BT2106.The geoid height was determined by GEOID03.
 BT2106
 BT2106;                    North         East     Units Scale Factor Converg.
 BT2106;SPC AL E     -    80,854.072   242,484.209   MT  0.99998225   +0 13 52.3
 BT2106;UTM  16      - 3,456,051.554   653,588.722   MT  0.99989097   +0 50 10.4
 BT2106
 BT2106                          SUPERSEDED SURVEY CONTROL
 BT2106
 BT2106  NAD 83(1986)-  31 13 42.76386(N)    085 23 14.67891(W) AD(       ) 4
 BT2106  NAD 27      -  31 13 42.13000(N)    085 23 14.89500(W) AD(       ) 3
 BT2106
 BT2106.Superseded values are not recommended for survey control.
 BT2106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2106.See file dsdata.txt to determine how the superseded data were derived.
 BT2106
 BT2106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5358956052(NAD 83)
 BT2106_MARKER: 53 = ELEVATED TANK
 BT2106
 BT2106  HISTORY     - Date     Condition        Report By
 BT2106  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2106  HISTORY     - 1947     GOOD             CGS
 BT2106  HISTORY     - 1953     GOOD             CGS
 BT2106  HISTORY     - 1965     GOOD             CGS
 BT2106  HISTORY     - 1972     GOOD             NGS
 BT2106  HISTORY     - 19960318 GOOD             USPSQD
 BT2106
 BT2106                          STATION DESCRIPTION
 BT2106
 BT2106'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2106'THIS INTERSECTION STATION IS LOCATED NEAR THE CORNER OF CHERRY
 BT2106'STREET AND NEWTON STREET IN THE CITY OF DOTHAN, 269 FEET N OF E.
 BT2106'BURDSHAW STREET, 132 FEET E OF N. CHERRY STREET AND 149 FEET S OF
 BT2106'E. NEWTON STREET.  IT IS A STEEL BOWL SUPPORTED BY AN EIGHT-LEGGED
 BT2106'STEEL STRUCTURE WHICH IS ABOUT 100 FEET IN HEIGHT.  THE POINT
 BT2106'OBSERVED UPON WAS THE BALL ON THE TOP OF THE TANK.
 BT2106
 BT2106                          STATION RECOVERY (1947)
 BT2106
 BT2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG)
 BT2106'THE TANK IS STILL STANDING AND THE DESCRIPTION AS GIVEN IS
 BT2106'ADEQUATE.
 BT2106
 BT2106                          STATION RECOVERY (1953)
 BT2106
 BT2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 BT2106'STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE
 BT2106'AND COMPLETE.
 BT2106
 BT2106                          STATION RECOVERY (1965)
 BT2106
 BT2106'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 BT2106'THE TANK WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 BT2106'IS ADEQUATE FOR RECOVERY.
 BT2106
 BT2106                          STATION RECOVERY (1972)
 BT2106
 BT2106'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 BT2106'STATION RECOVERED AS DESCRIBED.
 BT2106
 BT2106                          STATION RECOVERY (1996)
 BT2106
 BT2106'RECOVERY NOTE BY US POWER SQUADRON 1996
 BT2106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2100 ***********************************************************************
 BT2100  DESIGNATION -  DOTHAN OIL MILL 1 STACK
 BT2100  PID         -  BT2100
 BT2100  STATE/COUNTY-  AL/HOUSTON
 BT2100  USGS QUAD   -  DOTHAN WEST (1981)
 BT2100
 BT2100                         *CURRENT SURVEY CONTROL
 BT2100  ___________________________________________________________________
 BT2100* NAD 83(1992)-  31 13 48.27550(N)    085 23 05.57436(W)     ADJUSTED  
 BT2100* NAVD 88     -                                                        
 BT2100  ___________________________________________________________________
 BT2100  LAPLACE CORR-          -0.95  (seconds)                    DEFLEC99
 BT2100  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 BT2100
 BT2100  HORZ ORDER  -  THIRD
 BT2100
 BT2100.The horizontal coordinates were established by classical geodetic methods
 BT2100.and adjusted by the National Geodetic Survey in December 1992..
 BT2100
 BT2100
 BT2100.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2100
 BT2100.The geoid height was determined by GEOID03.
 BT2100
 BT2100;                    North         East     Units Scale Factor Converg.
 BT2100;SPC AL E     -    81,024.961   242,724.356   MT  0.99998251   +0 13 57.1
 BT2100;UTM  16      - 3,456,224.953   653,827.028   MT  0.99989187   +0 50 15.2
 BT2100
 BT2100                          SUPERSEDED SURVEY CONTROL
 BT2100
 BT2100  NAD 83(1986)-  31 13 48.28111(N)    085 23 05.57868(W) AD(       ) 4
 BT2100  NAD 27      -  31 13 47.64900(N)    085 23 05.80200(W) AD(       ) 3
 BT2100
 BT2100.Superseded values are not recommended for survey control.
 BT2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2100.See file dsdata.txt to determine how the superseded data were derived.
 BT2100
 BT2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5382756225(NAD 83)
 BT2100_MARKER: 63 = STACK
 BT2100
 BT2100  HISTORY     - Date     Condition        Report By
 BT2100  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2100  HISTORY     - 1947     GOOD             CGS
 BT2100  HISTORY     - 19960318 MARK NOT FOUND   USPSQD
 BT2100
 BT2100                          STATION DESCRIPTION
 BT2100
 BT2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2100'THIS INTERSECTION STATION IS LOCATED ON THE NE EDGE OF THE
 BT2100'CITY OF DOTHAN, 156 FEET W OF THE CENTER OF A SIDE STREET, 108
 BT2100'FEET S OF THE N END OF THE BUILDING, 165 FEET N OF THE S END OF THE
 BT2100'BUILDING AND 460 FEET N OF E. NEWTON STREET.  IT IS A BLACK, STEEL
 BT2100'STACK 6 FEET IN DIAMETER AND ABOUT 80 FEET IN HEIGHT.  THE CENTER
 BT2100'OF THE TOP OF THE STACK WAS THE POINT OBSERVED UPON.
 BT2100
 BT2100                          STATION RECOVERY (1947)
 BT2100
 BT2100'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG)
 BT2100'STACK IS STILL STANDING AND THE DESCRIPTION IS ADEQUATE AS GIVEN.
 BT2100
 BT2100                          STATION RECOVERY (1996)
 BT2100
 BT2100'RECOVERY NOTE BY US POWER SQUADRON 1996
 BT2100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2104 ***********************************************************************
 BT2104  DESIGNATION -  DOTHAN RAD STA WAGF MAST
 BT2104  PID         -  BT2104
 BT2104  STATE/COUNTY-  AL/HOUSTON
 BT2104  USGS QUAD   -  DOTHAN WEST (1981)
 BT2104
 BT2104                         *CURRENT SURVEY CONTROL
 BT2104  ___________________________________________________________________
 BT2104* NAD 83(1992)-  31 14 56.55456(N)    085 23 19.63329(W)     ADJUSTED  
 BT2104* NAVD 88     -                                                        
 BT2104  ___________________________________________________________________
 BT2104  LAPLACE CORR-          -0.94  (seconds)                    DEFLEC99
 BT2104  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BT2104
 BT2104  HORZ ORDER  -  THIRD
 BT2104
 BT2104.The horizontal coordinates were established by classical geodetic methods
 BT2104.and adjusted by the National Geodetic Survey in September 1997..
 BT2104
 BT2104
 BT2104.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2104
 BT2104.The geoid height was determined by GEOID03.
 BT2104
 BT2104;                    North         East     Units Scale Factor Converg.
 BT2104;SPC AL E     -    83,126.276   242,343.834   MT  0.99998211   +0 13 50.2
 BT2104;UTM  16      - 3,458,321.941   653,424.368   MT  0.99989035   +0 50 09.6
 BT2104
 BT2104                          SUPERSEDED SURVEY CONTROL
 BT2104
 BT2104  NAD 83(1992)-  31 14 56.55149(N)    085 23 19.63014(W) AD(       ) 4
 BT2104  NAD 83(1986)-  31 14 56.55765(N)    085 23 19.63456(W) AD(       ) 4
 BT2104  NAD 27      -  31 14 55.92700(N)    085 23 19.86000(W) AD(       ) 3
 BT2104
 BT2104.Superseded values are not recommended for survey control.
 BT2104.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2104.See file dsdata.txt to determine how the superseded data were derived.
 BT2104
 BT2104_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5342458322(NAD 83)
 BT2104_MARKER: 27 = RADIO RANGE MAST
 BT2104
 BT2104  HISTORY     - Date     Condition        Report By
 BT2104  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2104  HISTORY     - 1947     GOOD             CGS
 BT2104  HISTORY     - 1953     GOOD             CGS
 BT2104  HISTORY     - 1972     GOOD             NGS
 BT2104  HISTORY     - 19960318 GOOD             USPSQD
 BT2104
 BT2104                          STATION DESCRIPTION
 BT2104
 BT2104'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2104'THIS INTERSECTION STATION IS LOCATED ABOUT 1 MILE NE OF THE
 BT2104'CITY OF DOTHAN, 0.15 MILE E OF U.S. HIGHWAY 231, 221 FEET S OF A
 BT2104'FARM ROAD AND 102 FEET S OF SMALL HOUSE.  IT IS A STEEL STRUCTURE
 BT2104'ABOUT 200 FEET IN HEIGHT AND PAINTED ALTERNATE RED AND WHITE.
 BT2104'THE POINT OBSERVED FROM UPON WAS THE RED LIGHT ATOP THE
 BT2104'STRUCTURE.
 BT2104
 BT2104                          STATION RECOVERY (1947)
 BT2104
 BT2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1947 (GBG)
 BT2104'THE WAGF RADIO MAST IS STILL STANDING.  THE DESCRIPTION SHOULD
 BT2104'READ 0.15 MILE E OF U.S. HIGHWAY 241 IN PLACE OF 231, OTHERWISE
 BT2104'THE DESCRIPTION IS ADEQUATE AS GIVEN.
 BT2104
 BT2104                          STATION RECOVERY (1953)
 BT2104
 BT2104'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (WTJ)
 BT2104'STATION WAS RECOVERED AS DESCRIBED.  DESCRIPTION IS ADEQUATE
 BT2104'AND COMPLETE.
 BT2104
 BT2104                          STATION RECOVERY (1972)
 BT2104
 BT2104'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 BT2104'STATION WAS RECOVERED AND REFERENCE MEASUREMENTS IN PREVIOUS
 BT2104'DESCRIPTION ARE GOOD.  TWO IDENTICAL TOWERS HAVE BEEN CONSTRUCTED
 BT2104'AND THE STATION IS NOW THE MOST NORTHERLY OF THREE RADIO MASTS.
 BT2104'
 BT2104'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BT2104'1 MILE NORTHEAST OF DOTHAN.
 BT2104
 BT2104                          STATION RECOVERY (1996)
 BT2104
 BT2104'RECOVERY NOTE BY US POWER SQUADRON 1996
 BT2104'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2095 ***********************************************************************
 BT2095  DESIGNATION -  DOTHAN SANITARY DAIRY LGE TANK
 BT2095  PID         -  BT2095
 BT2095  STATE/COUNTY-  AL/HOUSTON
 BT2095  USGS QUAD   -  DOTHAN EAST (1981)
 BT2095
 BT2095                         *CURRENT SURVEY CONTROL
 BT2095  ___________________________________________________________________
 BT2095* NAD 83(1992)-  31 11 36.99341(N)    085 19 16.82971(W)     ADJUSTED  
 BT2095* NAVD 88     -                                                        
 BT2095  ___________________________________________________________________
 BT2095  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 BT2095  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BT2095
 BT2095  HORZ ORDER  -  THIRD
 BT2095
 BT2095.The horizontal coordinates were established by classical geodetic methods
 BT2095.and adjusted by the National Geodetic Survey in September 1997..
 BT2095
 BT2095
 BT2095.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2095
 BT2095.The geoid height was determined by GEOID03.
 BT2095
 BT2095;                    North         East     Units Scale Factor Converg.
 BT2095;SPC AL E     -    77,008.117   248,796.675   MT  0.99998936   +0 15 54.7
 BT2095;UTM  16      - 3,452,272.748   659,940.903   MT  0.99991554   +0 52 10.6
 BT2095
 BT2095                          SUPERSEDED SURVEY CONTROL
 BT2095
 BT2095  NAD 83(1992)-  31 11 36.99266(N)    085 19 16.83037(W) AD(       ) 4
 BT2095  NAD 83(1986)-  31 11 36.99792(N)    085 19 16.83404(W) AD(       ) 4
 BT2095  NAD 27      -  31 11 36.35600(N)    085 19 17.07300(W) AD(       ) 3
 BT2095
 BT2095.Superseded values are not recommended for survey control.
 BT2095.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2095.See file dsdata.txt to determine how the superseded data were derived.
 BT2095
 BT2095_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5994152273(NAD 83)
 BT2095_MARKER: 63 = STACK
 BT2095
 BT2095  HISTORY     - Date     Condition        Report By
 BT2095  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2095
 BT2095                          STATION DESCRIPTION
 BT2095
 BT2095'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2095'THIS INTERSECTION STATION IS LOCATED ABOUT 4 MILES W OF DOTHAN
 BT2095'ON U.S. HIGHWAY 84, 161 FEET S OF THE CENTER OF U.S. HIGHWAY 84
 BT2095'AND 105 FEET W OF THE DAIRY PLANT.  IT IS A WOODEN BOWL
 BT2095'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE WHICH IS ABOUT 100
 BT2095'FEET HIGH.  THE BALL ON THE TOP OF THE TANK WAS THE POINT
 BT2095'OBSERVED UPON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2108 ***********************************************************************
 BT2108  DESIGNATION -  DOTHAN SE COMP AND WHSALE TANK
 BT2108  PID         -  BT2108
 BT2108  STATE/COUNTY-  AL/HOUSTON
 BT2108  USGS QUAD   -  DOTHAN WEST (1981)
 BT2108
 BT2108                         *CURRENT SURVEY CONTROL
 BT2108  ___________________________________________________________________
 BT2108* NAD 83(1992)-  31 13 32.10582(N)    085 23 08.76431(W)     ADJUSTED  
 BT2108* NAVD 88     -                                                        
 BT2108  ___________________________________________________________________
 BT2108  LAPLACE CORR-          -0.92  (seconds)                    DEFLEC99
 BT2108  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BT2108
 BT2108  HORZ ORDER  -  THIRD
 BT2108
 BT2108.The horizontal coordinates were established by classical geodetic methods
 BT2108.and adjusted by the National Geodetic Survey in December 1992..
 BT2108
 BT2108
 BT2108.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2108
 BT2108.The geoid height was determined by GEOID03.
 BT2108
 BT2108;                    North         East     Units Scale Factor Converg.
 BT2108;SPC AL E     -    80,526.635   242,641.953   MT  0.99998242   +0 13 55.3
 BT2108;UTM  16      - 3,455,725.830   653,749.899   MT  0.99989158   +0 50 13.2
 BT2108
 BT2108                          SUPERSEDED SURVEY CONTROL
 BT2108
 BT2108  NAD 83(1986)-  31 13 32.11130(N)    085 23 08.76861(W) AD(       ) 4
 BT2108  NAD 27      -  31 13 31.48000(N)    085 23 08.99100(W) AD(       ) 3
 BT2108
 BT2108.Superseded values are not recommended for survey control.
 BT2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2108.See file dsdata.txt to determine how the superseded data were derived.
 BT2108
 BT2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5375055726(NAD 83)
 BT2108_MARKER: 53 = ELEVATED TANK
 BT2108
 BT2108  HISTORY     - Date     Condition        Report By
 BT2108  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2108
 BT2108                          STATION DESCRIPTION
 BT2108
 BT2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2108'THIS INTERSECTION STATION IS LOCATED IN THE NE EDGE OF THE
 BT2108'BUSINESS DISTRICT OF THE CITY OF DOTHAN, 70 FEET E OF THE N-S
 BT2108'DRIVEWAY TO THE WAREHOUSE, 107 FEET N OF THE N WALL OF THE RED
 BT2108'BRICK WAREHOUSE AND 300 FEET S OF RAILROAD TRACKS.  IT IS A
 BT2108'STEEL BOWL SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE WHICH IS
 BT2108'ABOUT 125 FEET IN HEIGHT.  THE POINT OBSERVED UPON WAS THE BALL
 BT2108'ON THE TOP OF THE BOWL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2094 ***********************************************************************
 BT2094  DESIGNATION -  DOTHAN VA CAR CHEMICAL CO TK
 BT2094  PID         -  BT2094
 BT2094  STATE/COUNTY-  AL/HOUSTON
 BT2094  USGS QUAD   -  DOTHAN EAST (1981)
 BT2094
 BT2094                         *CURRENT SURVEY CONTROL
 BT2094  ___________________________________________________________________
 BT2094* NAD 83(1992)-  31 13 38.66193(N)    085 22 27.14200(W)     ADJUSTED  
 BT2094* NAVD 88     -                                                        
 BT2094  ___________________________________________________________________
 BT2094  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BT2094  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BT2094
 BT2094  HORZ ORDER  -  THIRD
 BT2094
 BT2094.The horizontal coordinates were established by classical geodetic methods
 BT2094.and adjusted by the National Geodetic Survey in September 1997..
 BT2094
 BT2094
 BT2094.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2094
 BT2094.The geoid height was determined by GEOID03.
 BT2094
 BT2094;                    North         East     Units Scale Factor Converg.
 BT2094;SPC AL E     -    80,733.064   243,742.675   MT  0.99998359   +0 14 16.9
 BT2094;UTM  16      - 3,455,943.851   654,848.282   MT  0.99989576   +0 50 34.9
 BT2094
 BT2094                          SUPERSEDED SURVEY CONTROL
 BT2094
 BT2094  NAD 83(1992)-  31 13 38.66253(N)    085 22 27.14271(W) AD(       ) 4
 BT2094  NAD 83(1986)-  31 13 38.66818(N)    085 22 27.14690(W) AD(       ) 4
 BT2094  NAD 27      -  31 13 38.03200(N)    085 22 27.37100(W) AD(       ) 3
 BT2094
 BT2094.Superseded values are not recommended for survey control.
 BT2094.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2094.See file dsdata.txt to determine how the superseded data were derived.
 BT2094
 BT2094_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV5484855944(NAD 83)
 BT2094_MARKER: 53 = ELEVATED TANK
 BT2094
 BT2094  HISTORY     - Date     Condition        Report By
 BT2094  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2094  HISTORY     - 1965     GOOD             CGS
 BT2094  HISTORY     - 1972     GOOD             NGS
 BT2094
 BT2094                          STATION DESCRIPTION
 BT2094
 BT2094'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2094'THIS INTERSECTION STATION IS LOCATED ABOUT 0.85 MILE W OF THE
 BT2094'MAIN SECTION OF THE CITY OF DOTHAN, 88 FEET N OF THE CENTER OF E.
 BT2094'BURDSHAW STREET, 164 FEET W OF THE W RAIL OF THE RAILROAD SPUR, AND
 BT2094'188 FEET SE OF THE SE CORNER OF THE MAIN BUILDING OF THE PLANT.
 BT2094'IT IS A STEEL BOWL SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE
 BT2094'WHICH IS ABOUT 125 FEET IN HEIGHT.  THE POINT OBSERVED UPON IS THE
 BT2094'BALL ON THE TOP OF THE TANK.
 BT2094
 BT2094                          STATION RECOVERY (1965)
 BT2094
 BT2094'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 BT2094'THE TANK WAS RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 BT2094'IS ADEQUATE FOR RECOVERY.
 BT2094
 BT2094                          STATION RECOVERY (1972)
 BT2094
 BT2094'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (REH)
 BT2094'STATION RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1537 ***********************************************************************
 EF1537  DESIGNATION -  DOUBLE SPRINGS MAG STA
 EF1537  PID         -  EF1537
 EF1537  STATE/COUNTY-  AL/WINSTON
 EF1537  USGS QUAD   -  DOUBLE SPRINGS (1969)
 EF1537
 EF1537                         *CURRENT SURVEY CONTROL
 EF1537  ___________________________________________________________________
 EF1537* NAD 83(1992)-  34 08 37.60603(N)    087 24 12.96471(W)     ADJUSTED  
 EF1537* NAVD 88     -       244.     (meters)     801.     (feet)  SCALED    
 EF1537  ___________________________________________________________________
 EF1537  LAPLACE CORR-          -1.95  (seconds)                    DEFLEC99
 EF1537  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EF1537
 EF1537  HORZ ORDER  -  SECOND
 EF1537
 EF1537.The horizontal coordinates were established by classical geodetic methods
 EF1537.and adjusted by the National Geodetic Survey in December 1992..
 EF1537
 EF1537.The orthometric height was scaled from a topographic map.
 EF1537
 EF1537.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1537
 EF1537.The geoid height was determined by GEOID03.
 EF1537
 EF1537;                    North         East     Units Scale Factor Converg.
 EF1537;SPC AL W     -   459,470.156   608,890.149   MT  0.99993431   +0 03 14.8
 EF1537;UTM  16      - 3,778,171.702   462,791.093   MT  0.99961707   -0 13 35.5
 EF1537
 EF1537!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1537!SPC AL W     -   0.99996588  x   0.99993431  =   0.99990020
 EF1537!UTM  16      -   0.99996588  x   0.99961707  =   0.99958297
 EF1537
 EF1537                          SUPERSEDED SURVEY CONTROL
 EF1537
 EF1537  NAD 83(1986)-  34 08 37.61501(N)    087 24 12.96021(W) AD(       ) 2
 EF1537  NAD 27      -  34 08 37.23900(N)    087 24 12.90100(W) AD(       ) 2
 EF1537
 EF1537.Superseded values are not recommended for survey control.
 EF1537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1537.See file dsdata.txt to determine how the superseded data were derived.
 EF1537
 EF1537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6279178172(NAD 83)
 EF1537_MARKER: DS = TRIANGULATION STATION DISK
 EF1537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1537_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EF1537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1537+STABILITY: SURFACE MOTION
 EF1537
 EF1537  HISTORY     - Date     Condition        Report By
 EF1537  HISTORY     - 1939     MONUMENTED       CGS
 EF1537
 EF1537                          STATION DESCRIPTION
 EF1537
 EF1537'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 EF1537'THIS STATION IS LOCATED IN THE SE PART OF DOUBLE SPRINGS AT THE OLD
 EF1537'GRAMMAR SCHOOL, MARK IS SET IN A CONCRETE BLOCK, PROJECTS 6 INCHES,
 EF1537'IS 261 FEET E OF THE SE CORNER OF THE OLD SCHOOL, 14 FEET S OF THE
 EF1537'EDGE OF A DITCH, 83 FEET W OF A NW FENCE CORNER, 78.5 FEET W OF A
 EF1537'6-INCH PINE TREE, 42.296 METERS E OF WEAVER, AND IS A STANDARD
 EF1537'BRONZE DISK SET IN CONCRETE.
 EF1537'
 EF1537'TO REACH FROM THE COURTHOUSE IN DOUBLE SPRINGS, GO S FOR 0.2 MILE TO
 EF1537'A CROSS ROAD, TURN R UPHILL THROUGH A CUT AND GO 0.1 MILE TO THE OLD
 EF1537'GRAMMAR SCHOOL AND STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1528 ***********************************************************************
 EF1528  DESIGNATION -  DOUBLE SPRINGS MORELAND TOWER
 EF1528  PID         -  EF1528
 EF1528  STATE/COUNTY-  AL/WINSTON
 EF1528  USGS QUAD   -  HOUSTON (1981)
 EF1528
 EF1528                         *CURRENT SURVEY CONTROL
 EF1528  ___________________________________________________________________
 EF1528* NAD 83(1992)-  34 14 31.99590(N)    087 17 33.32709(W)     ADJUSTED  
 EF1528* NAVD 88     -                                                        
 EF1528  ___________________________________________________________________
 EF1528  LAPLACE CORR-          -4.24  (seconds)                    DEFLEC99
 EF1528  GEOID HEIGHT-         -26.64  (meters)                     GEOID03
 EF1528
 EF1528  HORZ ORDER  -  THIRD
 EF1528
 EF1528.The horizontal coordinates were established by classical geodetic methods
 EF1528.and adjusted by the National Geodetic Survey in December 1992..
 EF1528
 EF1528
 EF1528.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1528
 EF1528.The geoid height was determined by GEOID03.
 EF1528
 EF1528;                    North         East     Units Scale Factor Converg.
 EF1528;SPC AL W     -   470,404.413   619,105.632   MT  0.99993783   +0 07 00.1
 EF1528;UTM  16      - 3,789,052.212   473,056.760   MT  0.99960895   -0 09 52.7
 EF1528
 EF1528                          SUPERSEDED SURVEY CONTROL
 EF1528
 EF1528  NAD 83(1986)-  34 14 32.00527(N)    087 17 33.32436(W) AD(       ) 4
 EF1528  NAD 27      -  34 14 31.63000(N)    087 17 33.26000(W) AD(       ) 3
 EF1528
 EF1528.Superseded values are not recommended for survey control.
 EF1528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1528.See file dsdata.txt to determine how the superseded data were derived.
 EF1528
 EF1528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7305789052(NAD 83)
 EF1528_MARKER: 57 = LOOKOUT TOWER
 EF1528
 EF1528  HISTORY     - Date     Condition        Report By
 EF1528  HISTORY     - 1939     FIRST OBSERVED   CGS
 EF1528
 EF1528                          STATION DESCRIPTION
 EF1528
 EF1528'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1540 ***********************************************************************
 EF1540  DESIGNATION -  DOUBLE SPRINGS MUN WT
 EF1540  PID         -  EF1540
 EF1540  STATE/COUNTY-  AL/WINSTON
 EF1540  USGS QUAD   -  DOUBLE SPRINGS (1969)
 EF1540
 EF1540                         *CURRENT SURVEY CONTROL
 EF1540  ___________________________________________________________________
 EF1540* NAD 83(1992)-  34 08 47.94799(N)    087 24 06.60199(W)     ADJUSTED  
 EF1540* NAVD 88     -                                                        
 EF1540  ___________________________________________________________________
 EF1540  LAPLACE CORR-          -2.01  (seconds)                    DEFLEC99
 EF1540  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EF1540
 EF1540  HORZ ORDER  -  THIRD
 EF1540
 EF1540.The horizontal coordinates were established by classical geodetic methods
 EF1540.and adjusted by the National Geodetic Survey in December 1992..
 EF1540
 EF1540
 EF1540.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1540
 EF1540.The geoid height was determined by GEOID03.
 EF1540
 EF1540;                    North         East     Units Scale Factor Converg.
 EF1540;SPC AL W     -   459,788.951   609,052.839   MT  0.99993434   +0 03 18.4
 EF1540;UTM  16      - 3,778,489.596   462,955.291   MT  0.99961692   -0 13 32.0
 EF1540
 EF1540                          SUPERSEDED SURVEY CONTROL
 EF1540
 EF1540  NAD 83(1986)-  34 08 47.95560(N)    087 24 06.59937(W) AD(       ) 4
 EF1540  NAD 27      -  34 08 47.57589(N)    087 24 06.53760(W) AD(       ) 3
 EF1540
 EF1540.Superseded values are not recommended for survey control.
 EF1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1540.See file dsdata.txt to determine how the superseded data were derived.
 EF1540
 EF1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6295578490(NAD 83)
 EF1540_MARKER: 55 = TOWER
 EF1540
 EF1540  HISTORY     - Date     Condition        Report By
 EF1540  HISTORY     - 1966     FIRST OBSERVED   USGS
 EF1540
 EF1540                          STATION DESCRIPTION
 EF1540
 EF1540'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1540'WINSTON COUNTY COURTHOUSE, ON COURTHOUSE GROUNDS, FOUR-LEGGED STEEL
 EF1540'STRUCTURE PAINTED ALUMINUM, ABOUT 100 FT HIGH, POINT INTERSECTED
 EF1540'WAS APEX OF ROOF OF TANK, DESIGNATED---DOUBLE SPRINGS MUNICIPAL
 EF1540'WATER TANK 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1833 ***********************************************************************
 BU1833  DESIGNATION -  DOZIER TV STA WDIQ MAST
 BU1833  PID         -  BU1833
 BU1833  STATE/COUNTY-  AL/CRENSHAW
 BU1833  USGS QUAD   -  LEON (1971)
 BU1833
 BU1833                         *CURRENT SURVEY CONTROL
 BU1833  ___________________________________________________________________
 BU1833* NAD 83(1992)-  31 33 16.87150(N)    086 23 31.41893(W)     ADJUSTED  
 BU1833* NAVD 88     -                                                        
 BU1833  ___________________________________________________________________
 BU1833  LAPLACE CORR-           0.81  (seconds)                    DEFLEC99
 BU1833  GEOID HEIGHT-         -26.82  (meters)                     GEOID03
 BU1833
 BU1833  HORZ ORDER  -  THIRD
 BU1833
 BU1833.The horizontal coordinates were established by classical geodetic methods
 BU1833.and adjusted by the National Geodetic Survey in December 1992..
 BU1833
 BU1833
 BU1833.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1833
 BU1833.The geoid height was determined by GEOID03.
 BU1833
 BU1833;                    North         East     Units Scale Factor Converg.
 BU1833;SPC AL E     -   117,063.722   146,952.250   MT  0.99999469   -0 17 32.6
 BU1833;UTM  16      - 3,491,237.980   557,699.396   MT  0.99964106   +0 19 05.3
 BU1833
 BU1833                          SUPERSEDED SURVEY CONTROL
 BU1833
 BU1833  NAD 83(1986)-  31 33 16.88353(N)    086 23 31.41546(W) AD(       ) 4
 BU1833  NAD 27      -  31 33 16.29615(N)    086 23 31.55811(W) AD(       ) 3
 BU1833
 BU1833.Superseded values are not recommended for survey control.
 BU1833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1833.See file dsdata.txt to determine how the superseded data were derived.
 BU1833
 BU1833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV5769991238(NAD 83)
 BU1833_MARKER: 42 = RADIO/TV MAST
 BU1833
 BU1833  HISTORY     - Date     Condition        Report By
 BU1833  HISTORY     - 1973     FIRST OBSERVED   NGS
 BU1833
 BU1833                          STATION DESCRIPTION
 BU1833
 BU1833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 BU1833'THE POINT INTERSECTED WAS THE RED LIGHT ATOP THE DOZIER, ALABAMA
 BU1833'EDUCATIONAL TELEVISION COMMISSION, WDIQ, MAST THAT IS LOCATED
 BU1833'ABOUT 8 MILES WEST-SOUTHWEST OF BRANTLEY, 4.5 MILES NORTH OF
 BU1833'DOZIER AND JUST EAST OF STATE HIGHWAY 77.  THE MAST IS
 BU1833'TRIANGULAR IN CROSS SECTION, PAINTED IN ALTERNATE BANDS OF
 BU1833'RED AND WHITE AND IS 505 FEET IN HEIGHT WITH A 66 FOOT POLE
 BU1833'ANTENNA EXTENDING FROM THE TOP.  THE OVERALL HEIGHT BEING 571
 BU1833'FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1844 ***********************************************************************
 BU1844  DESIGNATION -  DRIGGER
 BU1844  PID         -  BU1844
 BU1844  STATE/COUNTY-  AL/COVINGTON
 BU1844  USGS QUAD   -  LIBERTYVILLE (1971)
 BU1844
 BU1844                         *CURRENT SURVEY CONTROL
 BU1844  ___________________________________________________________________
 BU1844* NAD 83(1992)-  31 09 23.88737(N)    086 29 48.66302(W)     ADJUSTED  
 BU1844* NAVD 88     -        84.     (meters)     276.     (feet)  SCALED    
 BU1844  ___________________________________________________________________
 BU1844  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BU1844  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BU1844
 BU1844  HORZ ORDER  -  SECOND
 BU1844
 BU1844.The horizontal coordinates were established by classical geodetic methods
 BU1844.and adjusted by the National Geodetic Survey in December 1992..
 BU1844
 BU1844.The orthometric height was scaled from a topographic map.
 BU1844
 BU1844.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1844
 BU1844.The geoid height was determined by GEOID03.
 BU1844
 BU1844;                    North         East     Units Scale Factor Converg.
 BU1844;SPC AL E     -    72,985.497   136,736.934   MT  1.00000935   -0 20 35.9
 BU1844;UTM  16      - 3,447,070.221   547,955.264   MT  0.99962837   +0 15 37.2
 BU1844
 BU1844!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1844!SPC AL E     -   0.99999104  x   1.00000935  =   1.00000039
 BU1844!UTM  16      -   0.99999104  x   0.99962837  =   0.99961942
 BU1844
 BU1844|---------------------------------------------------------------------|
 BU1844| PID    Reference Object                     Distance      Geod. Az  |
 BU1844|                                                           dddmmss.s |
 BU1844| CF9576 DRIGGER RM 1                         46.046 METERS 09700     |
 BU1844| CF9577 DRIGGER RM 2                         76.972 METERS 30255     |
 BU1844| CF9575 DRIGGER AZ MK                                      3523002.3 |
 BU1844|---------------------------------------------------------------------|
 BU1844
 BU1844                          SUPERSEDED SURVEY CONTROL
 BU1844
 BU1844  NAD 83(1986)-  31 09 23.90029(N)    086 29 48.66555(W) AD(       ) 2
 BU1844  NAD 27      -  31 09 23.26700(N)    086 29 48.83300(W) AD(       ) 2
 BU1844
 BU1844.Superseded values are not recommended for survey control.
 BU1844.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1844.See file dsdata.txt to determine how the superseded data were derived.
 BU1844
 BU1844_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV4795547070(NAD 83)
 BU1844_MARKER: DS = TRIANGULATION STATION DISK
 BU1844_SETTING: 0 = UNSPECIFIED SETTING
 BU1844
 BU1844  HISTORY     - Date     Condition        Report By
 BU1844  HISTORY     - 1944     MONUMENTED       CGS
 BU1844
 BU1844                          STATION DESCRIPTION
 BU1844
 BU1844'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1844'STATION IS LOCATED ABOUT 11 MILES (AIR LINE) SSW OF ANDALUSIA, ON
 BU1844'PROPERTY OF MR. J.T. DRIGGER.  THE MARK IS SET NEAR THE E EDGE OF
 BU1844'A CULTIVATED FIELD AND ABOUT 25 YARDS SW OF A FARMHOUSE.  IT IS
 BU1844'BETWEEN TWO FRUIT TREES, 25 FEET S OF ONE, AND 22 FEET N OF THE
 BU1844'OTHER.  IT IS 24 FEET W OF THE EDGE OF THE FIELD.  IT IS STAMPED
 BU1844'DRIGGER 1944 AND IS 12 INCHES BELOW THE GROUND.
 BU1844'
 BU1844'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1844'DISKS SET IN CONCRETE.
 BU1844'
 BU1844'REFERENCE MARK 1 IS 151.07 FEET E OF THE STATION AND 30 FEET N
 BU1844'OF THE NE CORNER OF A LOG SHED.  IT IS STAMPED DRIGGER NO 1 1944.
 BU1844'
 BU1844'REFERENCE MARK 2 IS 252.53 FEET WNW OF THE STATION, 85 FEET S
 BU1844'OF A 24-INCH LIVE OAK TREE, AND 1.5 FEET E OF A N-S FENCE.  IT IS
 BU1844'STAMPED DRIGGER NO 2 1944.
 BU1844'
 BU1844'AZIMUTH MARK IS N OF THE STATION.  IT IS 64 FEET S OF A 36-INCH
 BU1844'LIVE OAK TREE WHICH STANDS IN FRONT OF A SMALL FARMHOUSE, 22.5
 BU1844'FEET W OF THE CENTER LINE OF A DIRT ROAD, AND 1 FOOT E OF THE
 BU1844'N-S FENCE.  IT IS STAMPED DRIGGER 1944.
 BU1844'
 BU1844'TO REACH THE STATION FROM THE POST OFFICE IN ANDALUSIA, GO SW
 BU1844'ON U.S. HIGHWAY 29 FOR 5.5 MILES TO DIRT ROAD LEFT, TURN LEFT AND
 BU1844'FOLLOW THE MAIN ROAD 1.35 MILES TO A SCHOOLHOUSE ON THE RIGHT,
 BU1844'CONTINUE AHEAD 0.55 MILE TO A FORK, TAKE THE RIGHT FORK FOR 1.35
 BU1844'MILES, THEN LEFT FORK FOR 2.3 MILES, THEN ANOTHER LEFT FORK FOR
 BU1844'0.7 MILE TO THE AZIMUTH MARK ON THE RIGHT.  CONTINUE AHEAD FOR
 BU1844'0.2 MILE TO A FORK AT THREE MAIL BOXES, TAKE THE LEFT FORK FOR
 BU1844'0.15 MILE TO A GATE IN A WIRE FENCELINE ON THE RIGHT.  TURN
 BU1844'SHARP RIGHT AND GO UPGRADE TO THE FARMHOUSE AND STATION.
 BU1844'
 BU1844'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH6922 ***********************************************************************
 DH6922  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6922  DESIGNATION -  DRUMMOND COOP CORS ARP
 DH6922  CORS_ID     -  DRUM
 DH6922  PID         -  DH6922
 DH6922  STATE/COUNTY-  AL/WALKER
 DH6922  USGS QUAD   -  CORDOVA (1983)
 DH6922
 DH6922                         *CURRENT SURVEY CONTROL
 DH6922  ___________________________________________________________________
 DH6922* NAD 83(CORS)-  33 50 33.78575(N)    087 14 21.84589(W)     ADJUSTED  
 DH6922* NAVD 88     -                                                        
 DH6922  ___________________________________________________________________
 DH6922  EPOCH DATE  -        2002.00
 DH6922  X           -     255,411.993 (meters)                     COMP
 DH6922  Y           -  -5,296,932.568 (meters)                     COMP
 DH6922  Z           -   3,532,032.135 (meters)                     COMP
 DH6922  ELLIP HEIGHT-         111.69  (meters)          (11/??/05) GPS OBS
 DH6922  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DH6922
 DH6922  HORZ ORDER  -  SPECIAL (CORS)
 DH6922  ELLP ORDER  -  SPECIAL (CORS)
 DH6922
 DH6922.ITRF positions are available for this station.
 DH6922.The coordinates were established by GPS observations
 DH6922.and adjusted by the National Geodetic Survey in November 2005..
 DH6922.The coordinates are valid at the epoch date displayed above.
 DH6922.The epoch date for horizontal control is a decimal equivalence
 DH6922.of Year/Month/Day.
 DH6922
 DH6922
 DH6922.The PID for the CORS L1 Phase Center is DH6923.
 DH6922
 DH6922.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6922
 DH6922.The ellipsoidal height was determined by GPS observations
 DH6922.and is referenced to NAD 83.
 DH6922
 DH6922.The geoid height was determined by GEOID03.
 DH6922
 DH6922;                    North         East     Units Scale Factor Converg.
 DH6922;SPC AL W     -   426,104.341   624,118.029   MT  0.99994050   +0 08 42.5
 DH6922
 DH6922!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6922!SPC AL W     -   0.99998247  x   0.99994050  =   0.99992297
 DH6922
 DH6922                          SUPERSEDED SURVEY CONTROL
 DH6922
 DH6922.No superseded survey control is available for this station.
 DH6922
 DH6922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7785144743(NAD 83)
 DH6922_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH6922
 DH6922                          STATION DESCRIPTION
 DH6922
 DH6922'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH6922'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6922'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6922'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6922'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6922'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH6923 ***********************************************************************
 DH6923  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6923  DESIGNATION -  DRUMMOND COOP CORS L1 PHASE CENTER
 DH6923  CORS_ID     -  DRUM
 DH6923  PID         -  DH6923
 DH6923  STATE/COUNTY-  AL/WALKER
 DH6923  USGS QUAD   -  CORDOVA (1983)
 DH6923
 DH6923                         *CURRENT SURVEY CONTROL
 DH6923  ___________________________________________________________________
 DH6923* NAD 83(CORS)-  33 50 33.78584(N)    087 14 21.84592(W)     ADJUSTED  
 DH6923* NAVD 88     -                                                        
 DH6923  ___________________________________________________________________
 DH6923  EPOCH DATE  -        2002.00
 DH6923  X           -     255,411.995 (meters)                     COMP
 DH6923  Y           -  -5,296,932.633 (meters)                     COMP
 DH6923  Z           -   3,532,032.182 (meters)                     COMP
 DH6923  ELLIP HEIGHT-         111.77  (meters)          (11/??/05) GPS OBS
 DH6923  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 DH6923
 DH6923  HORZ ORDER  -  SPECIAL (CORS)
 DH6923  ELLP ORDER  -  SPECIAL (CORS)
 DH6923
 DH6923.ITRF positions are available for this station.
 DH6923.The coordinates were established by GPS observations
 DH6923.and adjusted by the National Geodetic Survey in November 2005..
 DH6923.The coordinates are valid at the epoch date displayed above.
 DH6923.The epoch date for horizontal control is a decimal equivalence
 DH6923.of Year/Month/Day.
 DH6923
 DH6923
 DH6923.The PID for the CORS ARP is DH6922.
 DH6923
 DH6923.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6923
 DH6923.The ellipsoidal height was determined by GPS observations
 DH6923.and is referenced to NAD 83.
 DH6923
 DH6923.The geoid height was determined by GEOID03.
 DH6923
 DH6923;                    North         East     Units Scale Factor Converg.
 DH6923;SPC AL W     -   426,104.344   624,118.028   MT  0.99994050   +0 08 42.5
 DH6923
 DH6923!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6923!SPC AL W     -   0.99998245  x   0.99994050  =   0.99992295
 DH6923
 DH6923                          SUPERSEDED SURVEY CONTROL
 DH6923
 DH6923.No superseded survey control is available for this station.
 DH6923
 DH6923_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7785144743(NAD 83)
 DH6923_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH6923
 DH6923                          STATION DESCRIPTION
 DH6923
 DH6923'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH6923'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6923'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6923'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6923'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6923'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2098 ***********************************************************************
 BH2098  DESIGNATION -  DRURY
 BH2098  PID         -  BH2098
 BH2098  STATE/COUNTY-  AL/MOBILE
 BH2098  USGS QUAD   -  LITTLE DAUPHIN ISLAND (1982)
 BH2098
 BH2098                         *CURRENT SURVEY CONTROL
 BH2098  ___________________________________________________________________
 BH2098* NAD 83(1992)-  30 15 38.89718(N)    088 05 17.73970(W)     ADJUSTED  
 BH2098* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BH2098  ___________________________________________________________________
 BH2098  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 BH2098  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BH2098
 BH2098  HORZ ORDER  -  THIRD
 BH2098
 BH2098.The horizontal coordinates were established by classical geodetic methods
 BH2098.and adjusted by the National Geodetic Survey in December 1992..
 BH2098
 BH2098.The orthometric height was scaled from a topographic map.
 BH2098
 BH2098.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2098
 BH2098.The geoid height was determined by GEOID03.
 BH2098
 BH2098;                    North         East     Units Scale Factor Converg.
 BH2098;SPC AL W     -    29,055.937   543,393.165   MT  0.99997285   -0 17 47.2
 BH2098;UTM  16      - 3,348,186.263   395,312.161   MT  0.99973521   -0 32 54.5
 BH2098
 BH2098!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2098!SPC AL W     -   1.00000436  x   0.99997285  =   0.99997721
 BH2098!UTM  16      -   1.00000436  x   0.99973521  =   0.99973957
 BH2098
 BH2098|---------------------------------------------------------------------|
 BH2098| PID    Reference Object                     Distance      Geod. Az  |
 BH2098|                                                           dddmmss.s |
 BH2098| DD7875 DRURY RM                                           21153     |
 BH2098| BH2092 CEDAR                               APPROX.10.1 KM 3413655.7 |
 BH2098|---------------------------------------------------------------------|
 BH2098
 BH2098                          SUPERSEDED SURVEY CONTROL
 BH2098
 BH2098  NAD 83(1986)-  30 15 38.92161(N)    088 05 17.74010(W) AD(       ) 3
 BH2098  NAD 27      -  30 15 38.18900(N)    088 05 17.74100(W) AD(       ) 3
 BH2098
 BH2098.Superseded values are not recommended for survey control.
 BH2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2098.See file dsdata.txt to determine how the superseded data were derived.
 BH2098
 BH2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9531248186(NAD 83)
 BH2098_MARKER: DS = TRIANGULATION STATION DISK
 BH2098_SETTING: 0 = UNSPECIFIED SETTING
 BH2098
 BH2098  HISTORY     - Date     Condition        Report By
 BH2098  HISTORY     - 1910     MONUMENTED       CGS
 BH2098  HISTORY     - 1958     MARK NOT FOUND   CGS
 BH2098
 BH2098                          STATION DESCRIPTION
 BH2098
 BH2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1910 (JCG)
 BH2098'STATION IS ON DAUPHIN ISLAND ON THE S SIDE OF DRURY PASS 35 METERS S
 BH2098'OF THE HIGH-WATER LINE AND IN SUCH POSITION THAT GRANTS PASS HOUSE
 BH2098'SHOWS JUST CLEAR OF THE PINES ON LITTLE DAUPHIN ISLAND.
 BH2098'
 BH2098'THE SURFACE MARK IS A STANDARD DISK STATION MARK EMBEDDED IN A CORE
 BH2098'OF CONCRETE ABOUT 2 FEET IN DIAMETER.  THE UNDERGROUND MARK
 BH2098'IS A BOTTLE EMBEDDED IN A CORE OF CONCRETE 2-1/2 FEET BELOW THE
 BH2098'SURFACE.
 BH2098'
 BH2098'THE REFERENCE MARK IS A BOTTLE EMBEDDED IN A CORE OF CONCRETE FLUSH
 BH2098'WITH THE SURFACE OF THE GROUND, 38.40 METERS, S 31 DEG 31 MIN 53
 BH2098'SEC W OF THE STATION.
 BH2098
 BH2098                          STATION RECOVERY (1958)
 BH2098
 BH2098'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2098'STATION NOT RECOVERED AFTER A THOROUGH SEARCH.  IT NOW PLOTS IN THE
 BH2098'WATER AND HAS EVIDENTLY BEEN DESTROYED BY EROSION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1459 ***********************************************************************
 BV1459  DESIGNATION -  DUEITT
 BV1459  PID         -  BV1459
 BV1459  STATE/COUNTY-  AL/WASHINGTON
 BV1459  USGS QUAD   -  BROWN TOWN (1982)
 BV1459
 BV1459                         *CURRENT SURVEY CONTROL
 BV1459  ___________________________________________________________________
 BV1459* NAD 83(1992)-  31 07 19.11441(N)    088 24 53.95084(W)     ADJUSTED  
 BV1459* NAVD 88     -        95.5    (meters)     313.     (feet)  VERTCON   
 BV1459  ___________________________________________________________________
 BV1459  X           -     151,164.853 (meters)                     COMP
 BV1459  Y           -  -5,462,980.435 (meters)                     COMP
 BV1459  Z           -   3,277,512.941 (meters)                     COMP
 BV1459  LAPLACE CORR-          -0.78  (seconds)                    DEFLEC99
 BV1459  ELLIP HEIGHT-          67.50  (meters)          (07/29/02) GPS OBS
 BV1459  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 BV1459
 BV1459  HORZ ORDER  -  FIRST
 BV1459  ELLP ORDER  -  FOURTH    CLASS I
 BV1459
 BV1459.The horizontal coordinates were established by GPS observations
 BV1459.and adjusted by the National Geodetic Survey in December 1992..
 BV1459
 BV1459.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1459.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1459
 BV1459.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BV1459
 BV1459.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1459
 BV1459.The ellipsoidal height was determined by GPS observations
 BV1459.and is referenced to NAD 83.
 BV1459
 BV1459.The geoid height was determined by GEOID03.
 BV1459
 BV1459;                    North         East     Units Scale Factor Converg.
 BV1459;SPC AL W     -   124,736.382   512,730.409   MT  1.00002724   -0 28 22.6
 BV1459;SPC MS E     -   179,874.916   339,901.145   MT  0.99996963   +0 12 58.4
 BV1459;SPC MS E     -   590,139.62  1,115,159.01   sFT  0.99996963   +0 12 58.4
 BV1459;UTM  16      - 3,443,981.277   365,082.640   MT  0.99982453   -0 43 53.3
 BV1459
 BV1459!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1459!SPC AL W     -   0.99998940  x   1.00002724  =   1.00001664
 BV1459!SPC MS E     -   0.99998940  x   0.99996963  =   0.99995903
 BV1459!UTM  16      -   0.99998940  x   0.99982453  =   0.99981393
 BV1459
 BV1459|---------------------------------------------------------------------|
 BV1459| PID    Reference Object                     Distance      Geod. Az  |
 BV1459|                                                           dddmmss.s |
 BV1459| CF9583 DUEITT RM 1                          39.776 METERS 06535     |
 BV1459| CF9582 DUEITT AZ MK                                       1692939.8 |
 BV1459| BV1461 TT 20 WA                             27.815 METERS 34235     |
 BV1459|---------------------------------------------------------------------|
 BV1459
 BV1459                          SUPERSEDED SURVEY CONTROL
 BV1459
 BV1459  ELLIP H (12/04/92)   67.54   (m)                       GP(       ) 4 1
 BV1459  NAD 83(1986)-  31 07 19.13021(N)    088 24 53.95291(W) AD(       ) 2
 BV1459  NAD 27      -  31 07 18.48300(N)    088 24 53.89600(W) AD(       ) 2
 BV1459  NGVD 29 (12/04/92)   95.5    (m)          313.     (f) GPS OBS        
 BV1459
 BV1459.Superseded values are not recommended for survey control.
 BV1459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1459.See file dsdata.txt to determine how the superseded data were derived.
 BV1459
 BV1459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV6508343981(NAD 83)
 BV1459_MARKER: DS = TRIANGULATION STATION DISK
 BV1459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1459_SP_SET: CONCRETE POST
 BV1459_STAMPING: DUEITT 1943
 BV1459_MARK LOGO: CGS   
 BV1459_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1459+STABILITY: SURFACE MOTION
 BV1459_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV1459+SATELLITE: SATELLITE OBSERVATIONS - March 21, 1991
 BV1459
 BV1459  HISTORY     - Date     Condition        Report By
 BV1459  HISTORY     - 1943     MONUMENTED       CGS
 BV1459  HISTORY     - 1943     GOOD             CGS
 BV1459  HISTORY     - 1956     GOOD             CGS
 BV1459  HISTORY     - 19910321 GOOD             ALHD
 BV1459
 BV1459                          STATION DESCRIPTION
 BV1459
 BV1459'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1459'THE STATION IS LOCATED ABOUT 9.5 MILES E OF LEAKESVILLE AND 3 MILES
 BV1459'SE OF RONSAVILLE, 42 FEET E OF THE CENTER LINE OF A GRADED DIRT
 BV1459'ROAD, 38 FEET SE OF THE E END OF A WOOD BRIDGE, 21 FEET N OF A
 BV1459'STANDARD REFERENCE POST AND AN E-W FENCE. THE DISK IS STAMPED
 BV1459'DUEITT 1943.
 BV1459'
 BV1459'SURFACE, UNDERGROUND, REFERENCE MARK NO.1, AND THE AZIMUTH MARK ARE
 BV1459'BRONZE DISKS SET IN CONCRETE.
 BV1459'
 BV1459'REFERENCE MARK NO.1 IS 130.50 FEET NE OF THE STATION, 72.6 FEET
 BV1459'N OF AN E-W FENCE LINE, 12.6 FEET SE OF A TRIANGULAR-BLAZED 1-FOOT
 BV1459'PINE TREE. THE DISK IS STAMPED DUEITT NO.1 1943.
 BV1459'
 BV1459'REFERENCE MARK NO.2 (TT 20 WA 1941) IS 91.26 FEET N OF THE STATION,
 BV1459'31 FEET E OF THE CENTER LINE OF A GRADED DIRT ROAD, 28 FEET W OF A
 BV1459'3-FOOT PINE TREE WHICH HAS BEEN PAINTED ON ITS TRUNK-313-7 B.M. THE
 BV1459'MARK IS A U.S.G.S. DISK AND PROJECTS 2 INCHES. THE DISK IS STAMPED
 BV1459'TT 20 WA 1941.
 BV1459'
 BV1459'THE AZIMUTH MARK IS 0.3 MILE S OF THE STATION, ON THE SOUTHERN
 BV1459'EDGE OF A CULTIVATED FIELD, 73 FEET E OF THE CENTER LINE OF A
 BV1459'GRADED DIRT ROAD, 11 FEET N OF A WOODS ROAD. THE AZIMUTH MARK IS 6
 BV1459'FEET E OF A STANDARD REFERENCE POST, 1 FOOT S OF AN E-W FENCE
 BV1459'LINE.  THE DISK IS STAMPED DUEITT 1943.
 BV1459'
 BV1459'TO REACH THE STATION FROM THE LEAKESVILLE COURTHOUSE, GO SSE ON
 BV1459'MISSISSIPPI STATE HIGHWAY 63 FOR 5.8 MILES TO WHERE THE HIGHWAY
 BV1459'TURNS SHARP RIGHT, HERE LEAVE MISSISSIPPI STATE HIGHWAY 63 AND
 BV1459'CONTINUE STRAIGHT AHEAD ON A GRADED DIRT ROAD FOR 4.7 MILES TO A
 BV1459'T-ROAD LEFT, HERE TURN LEFT AND GO 0.85 MILE TO THE AZIMUTH MARK
 BV1459'ON THE RIGHT, CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO THE STATION
 BV1459'ON THE RIGHT.
 BV1459'
 BV1459'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BV1459
 BV1459                          STATION RECOVERY (1943)
 BV1459
 BV1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BV1459'RECOVERED IN GOOD CONDITION.
 BV1459
 BV1459                          STATION RECOVERY (1956)
 BV1459
 BV1459'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (RAG)
 BV1459'THE STATION WAS VISITED ON OCTOBER 19, 1956, AND ALL MARKS WERE
 BV1459'FOUND IN GOOD CONDITION. A NEW DESCRIPTION FOLLOWS--
 BV1459'
 BV1459'THE STATION IS LOCATED ABOUT 9.5 MI. E OF LEAKSVILLE, 3 MI. SE OF
 BV1459'RONSAVILLE, ON PROPERTY OWNED BY A.B. DUEITT, ABOUT 75 YD NE OF AN
 BV1459'UNPAINTED HOUSE, 42 FT. E OF THE CENTER OF A DIRT ROAD 34 FT. E-SE
 BV1459'OF THE E END OF A METAL CULVERT, 97 FT. N OF A POWER POLE WITH
 BV1459'WIRES LEADING TO THE HOUSE MENTIONED ABOVE, 7 FT. N OF THE CENTER
 BV1459'OF A TRACK ROAD LEADING E, 30 FT. NE OF A FENCE CORNER, AND 21
 BV1459'FT. N OF A FENCE LINE. IT IS A STANDRAD DISK, STAMPED DUEITT
 BV1459'1943 AND PROJECTING 2 IN.
 BV1459'
 BV1459'REFERENCE MARK 1 IS 130.50 FT. E OF THE STATION, 170 FT. E OF THE
 BV1459'CENTER OF THE DIRT ROAD, 74 FT. N OF A FENCE LINE, AND AT THE S EDGE
 BV1459'OF THE TIMBER LINE. IT IS A STANDARD DISK, STAMPED DUEITT NO 1
 BV1459'1943 AND PROJECTING 6 IN.
 BV1459'
 BV1459'REFERENCE MARK 2 (TT 20 WA U.S.G.S. 1941) IS 91.26 FT. N OF THE
 BV1459'STATION, 31 FT. E OF THE CENTER OF THE DIRT ROAD, AND 28 FT. W OF
 BV1459'A 3-FT. PINE STUMP ABOUT 6 FT. HIGH. IT IS A U.S. GEOLOGICAL SURVEY
 BV1459'DISK, STAMPED TT 20 WA 1941 314 AND SET IN THE TOP OF A 6-IN.
 BV1459'SQUARE CONCRETE POST PROJECTING 6 IN.
 BV1459'
 BV1459'THE AZIMUTH MARK IS 0.3 MI. S OF THE STATION, AT THE S EDGE OF A
 BV1459'LARGE CULTIVATED FIELD, 73 FT. E OF THE CENTER OF THE DIRT ROAD,
 BV1459'11 FT. N OF THE CENTER OF A TRACK ROAD, AND IN AN E-W FENCE LINE.
 BV1459'IT IS A STANDARD DISK, STAMPED DUEITT 1943 AND PROJECTING 6 IN.
 BV1459'
 BV1459'TO REACH THE STATION FROM THE COURTHOUSE IN LEAKSVILLE, GO S ON
 BV1459'STATE HIGHWAY 63 FOR 5.4 MI. TO THE JUNCTION WITH STATE HIGHWAY 594,
 BV1459'TURN LEFT AND GO E ON STATE HIGHWAY 594 FOR 4.7 MI. TO A T-ROAD
 BV1459'LEFT IN A CURVE, TURN LEFT AND GO N FOR 0.75 MI. TO THE AZIMUTH
 BV1459'MARK ON THE RIGHT, CONTINUE N ON THE DIRT ROAD FOR 0.3 MI TO THE
 BV1459'HOUSE ON THE LEFT AND THE STATION ON THE RIGHT.
 BV1459
 BV1459                          STATION RECOVERY (1991)
 BV1459
 BV1459'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV1459'THE STATION IS LOCATED IN WASHINGTON COUNTY ON PRIVATE PROPERTY, ABOUT
 BV1459'7.0 MI (11.3 KM) SOUTH-SOUTHWEST OF BURBANK AND 9.0 MI (14.5 KM)
 BV1459'SOUTHWEST OF DEER PARK.
 BV1459'TO REACH THE STATION FROM THE JUNCTION OF U.S. 45 AND ALA 17 (MILE
 BV1459'POST 44.15 ON ALA 17) ABOUT 17 MI (27.4 KM) SOUTH OF CHATOM, DRIVE
 BV1459'SOUTH ON U.S. 45 AND ALA 17 FOR 1.60 MI (2.57 KM) TO MILE POST 42.55
 BV1459'AND WASHINGTON COUNTY ROAD NO. 8 ON THE RIGHT, TURN RIGHT ON
 BV1459'WASHINGTON COUNTY ROAD NO. 8 AND DRIVE WEST FOR 1.95 MI (3.14 KM) TO
 BV1459'WASHINGTON COUNTY ROAD NO. 9 ON THE LEFT, TURN LEFT ON WASHINGTON
 BV1459'COUNTY ROAD NO. 9 AND DRIVE SOUTHWEST FOR 9.05 MI (14.56 KM) TO A
 BV1459'GRAVEL ROAD ON THE LEFT, TURN LEFT ON THE GRAVEL ROAD AND DRIVE
 BV1459'SOUTHEAST FOR 0.45 MI (0.72 KM) TO A Y-INTERSECTION, BEAR RIGHT AND
 BV1459'DRIVE SOUTHEAST FOR 0.60 MI (0.97 KM) TO THE STATION ON THE LEFT.
 BV1459'THE STATION IS 22.2 FT (6.8 M) EAST OF THE NORTH POST OF A METAL GATE,
 BV1459'22.8 FT (6.9 M) NORTHEAST OF THE SOUTH POST OF A METAL GATE, 28.8 FT
 BV1459'(8.8 M) NORTH-NORTHEAST OF THE SOUTHWEST CORNER OF AN OLD HOG WIRE
 BV1459'AND BARBED WIRE FENCE, 41.7 FT (12.7 M) EAST-NORTHEAST OF THE CENTER
 BV1459'OF THE GRAVEL ROAD, 75.6 FT (23.0 M) NORTHEAST OF TELEPHONE CABLE
 BV1459'PEDESTAL NO. 13 C 55 ACROSS THE GRAVEL ROAD, 1.0 FT (0.3 M)
 BV1459'WEST-SOUTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE
 BV1459'GROUND.
 BV1459'DUEITT AZ MK 1943 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1573 ***********************************************************************
 EF1573  DESIGNATION -  DUGAN
 EF1573  PID         -  EF1573
 EF1573  STATE/COUNTY-  AL/MARION
 EF1573  USGS QUAD   -  HAMILTON SW (1982)
 EF1573
 EF1573                         *CURRENT SURVEY CONTROL
 EF1573  ___________________________________________________________________
 EF1573* NAD 83(1992)-  34 03 40.95884(N)    087 55 01.27541(W)     ADJUSTED  
 EF1573* NAVD 88     -       233.     (meters)     764.     (feet)  SCALED    
 EF1573  ___________________________________________________________________
 EF1573  LAPLACE CORR-           1.38  (seconds)                    DEFLEC99
 EF1573  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EF1573
 EF1573  HORZ ORDER  -  SECOND
 EF1573
 EF1573.The horizontal coordinates were established by classical geodetic methods
 EF1573.and adjusted by the National Geodetic Survey in December 1992..
 EF1573
 EF1573.The orthometric height was scaled from a topographic map.
 EF1573
 EF1573.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1573
 EF1573.The geoid height was determined by GEOID03.
 EF1573
 EF1573;                    North         East     Units Scale Factor Converg.
 EF1573;SPC AL W     -   450,404.654   561,503.779   MT  0.99995159   -0 14 00.8
 EF1573;UTM  16      - 3,769,340.737   415,374.702   MT  0.99968828   -0 30 49.1
 EF1573
 EF1573!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1573!SPC AL W     -   0.99996770  x   0.99995159  =   0.99991929
 EF1573!UTM  16      -   0.99996770  x   0.99968828  =   0.99965599
 EF1573
 EF1573|---------------------------------------------------------------------|
 EF1573| PID    Reference Object                     Distance      Geod. Az  |
 EF1573|                                                           dddmmss.s |
 EF1573| CG5707 DUGAN RM 1                           28.999 METERS 00406     |
 EF1573| EF1571 HAMILTON ALA PATROL RAD MAST        APPROX. 5.8 KM 2931737.6 |
 EF1573| CG5708 DUGAN RM 2                           27.609 METERS 29509     |
 EF1573|---------------------------------------------------------------------|
 EF1573
 EF1573                          SUPERSEDED SURVEY CONTROL
 EF1573
 EF1573  NAD 83(1986)-  34 03 40.96771(N)    087 55 01.27506(W) AD(       ) 2
 EF1573  NAD 27      -  34 03 40.60200(N)    087 55 01.17200(W) AD(       ) 2
 EF1573
 EF1573.Superseded values are not recommended for survey control.
 EF1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1573.See file dsdata.txt to determine how the superseded data were derived.
 EF1573
 EF1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC1537569341(NAD 83)
 EF1573_MARKER: DS = TRIANGULATION STATION DISK
 EF1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1573_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EF1573
 EF1573  HISTORY     - Date     Condition        Report By
 EF1573  HISTORY     - 1950     MONUMENTED       CGS
 EF1573
 EF1573                          STATION DESCRIPTION
 EF1573
 EF1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 EF1573'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTHEAST OF HAMILTON, ABOUT
 EF1573'0.05 MILE NORTHWEST OF A GRAVELED ROAD, AT THE NORTHEAST EDGE OF A
 EF1573'TRIANGULAR PLOT OF GROUND BETWEEN TWO CULTIVATED FIELDS, 118 FEET
 EF1573'SOUTHEAST OF A POWER LINE POLE, AND 7 FEET WEST OF A WITNESS POST.
 EF1573'
 EF1573'TO REACH THE STATION FROM THE COURTHOUSE IN HAMILTON, GO SOUTHERLY ON
 EF1573'U.S. HIGHWAY NO. 78 AND 43 FOR 8.1 MILES TO A CROSSROADS AT THE
 EF1573'CREST OF A RIDGE, THEN LEFT, NORTHEASTERLY, ON A GRAVELED ROAD FOR
 EF1573'2.8 MILES TO THE STATION ON THE LEFT AS DESCRIBED.
 EF1573'
 EF1573'THE STATION MARK PROJECTS 8 INCHES, AND THE DISK IS STAMPED DUGAN
 EF1573'1950.
 EF1573'
 EF1573'REFERENCE MARK NO. 1 IS 62 FEET WEST OF A POWER LINE POLE, AND 3 FEET
 EF1573'WEST OF THE WEST EDGE OF A CULTIVATED FIELD.  IT PROJECTS 8 INCHES,
 EF1573'AND THE DISK IS STAMPED DUGAN NO 1 1950.
 EF1573'
 EF1573'REFERENCE MARK NO. 2 IS 45 FEET EAST OF THE EAST EDGE OF A CULTIVATED
 EF1573'FIELD, AND 7 FEET WEST OF THE CENTER OF A DIM TRACK ROAD.  IT
 EF1573'PROJECTS 10 INCHES, AND THE DISK IS STAMPED DUGAN NO 2 1950.
 EF1573'
 EF1573'THERE WAS NO SUITABLE PLACE FOR AN AZIMUTH MARK.
 EF1573'
 EF1573'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 EF1573'CYLINDERS.
 EF1573'
 EF1573'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3601 ***********************************************************************
 DG3601  DESIGNATION -  DUGGER
 DG3601  PID         -  DG3601
 DG3601  STATE/COUNTY-  AL/CLEBURNE
 DG3601  USGS QUAD   -  PIEDMONT (1983)
 DG3601
 DG3601                         *CURRENT SURVEY CONTROL
 DG3601  ___________________________________________________________________
 DG3601* NAD 83(1992)-  33 52 56.44259(N)    085 35 13.70809(W)     ADJUSTED  
 DG3601* NAVD 88     -       652.     (meters)    2139.     (feet)  SCALED    
 DG3601  ___________________________________________________________________
 DG3601  LAPLACE CORR-           0.49  (seconds)                    DEFLEC99
 DG3601  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG3601
 DG3601  HORZ ORDER  -  FIRST
 DG3601
 DG3601.The horizontal coordinates were established by classical geodetic methods
 DG3601.and adjusted by the National Geodetic Survey in September 1997..
 DG3601
 DG3601.The orthometric height was scaled from a topographic map.
 DG3601
 DG3601.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3601
 DG3601.The geoid height was determined by GEOID03.
 DG3601
 DG3601;                    North         East     Units Scale Factor Converg.
 DG3601;SPC AL E     -   375,081.554   222,774.839   MT  0.99996639   +0 08 14.1
 DG3601;SPC GA W     -   431,362.752   568,597.126   MT  1.00011279   -0 47 31.2
 DG3601;SPC GA W     - 1,415,229.30  1,865,472.40   sFT  1.00011279   -0 47 31.2
 DG3601;UTM  16      - 3,750,008.972   630,659.114   MT  0.99981045   +0 47 16.0
 DG3601
 DG3601!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3601!SPC AL E     -   0.99990215  x   0.99996639  =   0.99986854
 DG3601!SPC GA W     -   0.99990215  x   1.00011279  =   1.00001493
 DG3601!UTM  16      -   0.99990215  x   0.99981045  =   0.99971262
 DG3601
 DG3601:                Primary Azimuth Mark                     Grid Az
 DG3601:SPC AL E     -  DUGGER AZ MK                             055 39 13.8
 DG3601:SPC GA W     -  DUGGER AZ MK                             056 34 59.1
 DG3601:UTM  16      -  DUGGER AZ MK                             055 00 11.9
 DG3601
 DG3601|---------------------------------------------------------------------|
 DG3601| PID    Reference Object                     Distance      Geod. Az  |
 DG3601|                                                           dddmmss.s |
 DG3601| CY9847 DUGGER AZ MK                                       0554727.9 |
 DG3601| CY9848 DUGGER RM 1                           8.278 METERS 12054     |
 DG3601| CY9849 DUGGER RM 2                           5.509 METERS 24430     |
 DG3601|---------------------------------------------------------------------|
 DG3601
 DG3601                          SUPERSEDED SURVEY CONTROL
 DG3601
 DG3601  NAD 83(1992)-  33 52 56.44431(N)    085 35 13.70920(W) AD(       ) 1
 DG3601  NAD 83(1986)-  33 52 56.44450(N)    085 35 13.70829(W) AD(       ) 1
 DG3601  NAD 83(1986)-  33 52 56.44599(N)    085 35 13.70370(W) AD(       ) 1
 DG3601  NAD 27      -  33 52 56.08300(N)    085 35 13.84400(W) AD(       ) 1
 DG3601
 DG3601.Superseded values are not recommended for survey control.
 DG3601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3601.See file dsdata.txt to determine how the superseded data were derived.
 DG3601
 DG3601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3065950009(NAD 83)
 DG3601_MARKER: DS = TRIANGULATION STATION DISK
 DG3601_SETTING: 66 = SET IN ROCK OUTCROP
 DG3601
 DG3601  HISTORY     - Date     Condition        Report By
 DG3601  HISTORY     - 1941     MONUMENTED       CGS
 DG3601
 DG3601                          STATION DESCRIPTION
 DG3601
 DG3601'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3601'STATION IS LOCATED ABOUT 3-1/2 MILES S OF PIEDMONT, ALABAMA ON THE
 DG3601'HIGHEST POINT OF DUGGER MOUNTAIN.  IT IS ABOUT 100 YARDS SSE OF
 DG3601'THE PRESENT DUGGER MOUNTAIN LOOKOUT TOWER AND ABOUT IN THE
 DG3601'CENTER OF AN OLD LOOKOUT SITE.  THE DISK IS STAMPED DUGGER 1941.
 DG3601'
 DG3601'STATION, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 DG3601'SET IN DRILL HOLES IN OUTCROPPING BEDROCK.
 DG3601'
 DG3601'REFERENCE MARK NO. 1 IS ESE OF THE STATION IN THE TOP OF A
 DG3601'PROMINENT ROCK OUTCROP THAT PROJECTS ABOUT 2 FEET AND THE DISK
 DG3601'IS STAMPED DUGGER NO. 1 1941.
 DG3601'
 DG3601'REFERENCE MARK NO. 2 IS SW OF THE STATION IN A ROCK OUTCROP THAT
 DG3601'PROJECTS ABOUT 1 FOOT AND THE DISK IS STAMPED DUGGER NO. 2 1941.
 DG3601'
 DG3601'THE AZIMUTH MARK IS ABOUT 0.4 MI NE OF THE STATION, 8 FEET N OF
 DG3601'THE CENTER OF THE ROAD TO THE STATION, AT THE POINT WHERE THE
 DG3601'ROAD DROPS FROM THE TOP OF THE RIDGE TO THE N SIDE OF THE RIDGE.
 DG3601'THE DISK IS STAMPED DUGGER 1941.
 DG3601'
 DG3601'THE DUGGER MOUNTAIN LOOKOUT TOWER IS A FOUR-LEGGED WOODEN
 DG3601'STRUCTURE ABOUT 30 FEET HIGH WITH LIVING QUARTERS IN THE TOP.
 DG3601'TIP OF THE LIGHTNING ROD WAS POINTED UPON.
 DG3601'
 DG3601'TO REACH THE STATION FROM THE STOP LIGHT IN FRONT OF THE FIRST
 DG3601'NATIONAL BANK IN PIEDMONT, ALABAMA, GO E ON STATE HIGHWAY 74
 DG3601'FOR 0.75 MILE TO WHERE THE HIGHWAY SWINGS LEFT AND A GRADED
 DG3601'DIRT ROAD GOES STRIGHT AHEAD, FOLLOW THE GRADED ROAD FOR 0.95
 DG3601'MILE TO THE RAILROAD TRACKS, CROSS THE TRACKS AND BEAR LEFT
 DG3601'ALONG THE S SIDE OF THE TRACKS FOR 1.5 MILES TO A SIDE ROAD
 DG3601'TO THE RIGHT, TURN RIGHT AND FOLLOW THE MAIN ROAD FOR 2.1 MILES
 DG3601'TO THE TOP OF THE GRADE AND A DIM ROAD ON THE RIGHT.  FOLLOW
 DG3601'THE DIM ROAD FOR 0.1 MILE TO A LOCKED FOREST SERVICE GATE.
 DG3601'GO THROUGH THE GATE AND FOLLOW THE ONLY ROAD FOR 2.5 MILES
 DG3601'TO THE DUGGER LOOKOUT TOWER AND STATION AS DESCRIBED.
 DG3601'
 DG3601'NOTE- A KEY TO THE GATE WAS OBTAINED FROM THE FOREST RANGER
 DG3601'AT TALLADEGA, ALABAMA.
 DG3601'
 DG3601'HEIGHT OF LIGHT ABOVE STATION MARK - 3 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1408 ***********************************************************************
 BV1408  DESIGNATION -  DUNAGAN
 BV1408  PID         -  BV1408
 BV1408  STATE/COUNTY-  AL/CLARKE
 BV1408  USGS QUAD   -  COFFEEVILLE (1981)
 BV1408
 BV1408                         *CURRENT SURVEY CONTROL
 BV1408  ___________________________________________________________________
 BV1408* NAD 83(1992)-  31 48 46.25127(N)    088 02 01.73572(W)     ADJUSTED  
 BV1408* NAVD 88     -       108.9    (meters)     357.     (feet)  VERTCON   
 BV1408  ___________________________________________________________________
 BV1408  LAPLACE CORR-          -0.37  (seconds)                    DEFLEC99
 BV1408  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BV1408
 BV1408  HORZ ORDER  -  FIRST
 BV1408
 BV1408.The horizontal coordinates were established by classical geodetic methods
 BV1408.and adjusted by the National Geodetic Survey in December 1992..
 BV1408
 BV1408.The NAVD 88 height was computed by applying the VERTCON shift value to
 BV1408.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BV1408
 BV1408.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1408
 BV1408.The geoid height was determined by GEOID03.
 BV1408
 BV1408;                    North         East     Units Scale Factor Converg.
 BV1408;SPC AL W     -   201,097.322   549,458.950   MT  0.99996483   -0 16 53.1
 BV1408;UTM  16      - 3,520,156.947   402,150.398   MT  0.99971808   -0 32 42.1
 BV1408
 BV1408!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BV1408!SPC AL W     -   0.99998724  x   0.99996483  =   0.99995207
 BV1408!UTM  16      -   0.99998724  x   0.99971808  =   0.99970532
 BV1408
 BV1408|---------------------------------------------------------------------|
 BV1408| PID    Reference Object                     Distance      Geod. Az  |
 BV1408|                                                           dddmmss.s |
 BV1408| CF9585 DUNAGAN RM 1                         23.360 METERS 07541     |
 BV1408| CF9584 DUNAGAN AZ MK                                      1201331.0 |
 BV1408| CF9586 DUNAGAN RM 2                         25.073 METERS 17617     |
 BV1408| BV1422 BLADON                              APPROX.22.3 KM 2392614.7 |
 BV1408|---------------------------------------------------------------------|
 BV1408
 BV1408                          SUPERSEDED SURVEY CONTROL
 BV1408
 BV1408  NAD 83(1986)-  31 48 46.27026(N)    088 02 01.73857(W) AD(       ) 1
 BV1408  NAD 27      -  31 48 45.70600(N)    088 02 01.70800(W) AD(       ) 1
 BV1408  NGVD 29 (08/26/92)  108.9    (m)          357.     (f) GPS OBS        
 BV1408
 BV1408.Superseded values are not recommended for survey control.
 BV1408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1408.See file dsdata.txt to determine how the superseded data were derived.
 BV1408
 BV1408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA0215020157(NAD 83)
 BV1408_MARKER: DS = TRIANGULATION STATION DISK
 BV1408_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV1408_SP_SET: CONCRETE POST
 BV1408_STAMPING: DUNAGAN 1938 1956
 BV1408_MARK LOGO: CGS   
 BV1408_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV1408_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV1408+STABILITY: SURFACE MOTION
 BV1408_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1408+SATELLITE: SATELLITE OBSERVATIONS - July 10, 1990
 BV1408
 BV1408  HISTORY     - Date     Condition        Report By
 BV1408  HISTORY     - 1938     MONUMENTED       CGS
 BV1408  HISTORY     - 1938     GOOD             CGS
 BV1408  HISTORY     - 1951     SEE DESCRIPTION  USE
 BV1408  HISTORY     - 1956     SEE DESCRIPTION  CGS
 BV1408  HISTORY     - 1964     GOOD             ALHD
 BV1408  HISTORY     - 1969     GOOD             USGS
 BV1408  HISTORY     - 19900710 GOOD             ALHD
 BV1408
 BV1408                          STATION DESCRIPTION
 BV1408
 BV1408'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BV1408'STATION IS LOCATED ON THE TOP OF A BARE CULTIVATED FIELD, IN THE NW
 BV1408'1/4 OF SEC. 25, R 1 W, T 10 N, ABOUT 4.75 MILES AIRLINE NE OF
 BV1408'COFFEEVILLE, ON THE PROPERTY BELONGING TO MRS. J.B. DUNAGAN, ABOUT
 BV1408'300 YARDS E OF MRS. DUNAGANS HOUSE. STATION IS SET ON THE E EDGE
 BV1408'OF THE SMALL CULTIVATED FIELD, 61 FEET W OF THE MOST NORTHERLY OF
 BV1408'A GROUP OF PERSIMMON TREES, 56.5 FEET NW OF THE MOST SOUGHWESTERLY
 BV1408'ONE OF A GROUP OF PERSIMMON TREES, AND PROJECTS 6 INCHES.
 BV1408'
 BV1408'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 BV1408'BRONZE DISKS SET IN CONCRETE.
 BV1408'
 BV1408'REFERENCE MARK NO. 1 IS 76.64 FEET (23.360 METERS) ENE OF THE
 BV1408'STATION, 20 FEET NE OF A 6-INCH PERSIMMON TREE, 21 FEET E OF AN OLD
 BV1408'12-INCH PINE STUMP, AND PROJECTS 6 INCHES. REFERENCE MARK NO.2 IS
 BV1408'82.26 FEET (25.073 METERS) S OF THE STATION, AT THE S EDGE OF THE
 BV1408'FIELD, AT THE EDGE OF THE BRUSH, AND PROJECTS 6 INCHES.
 BV1408'
 BV1408'AZIMUTH MARK IS APPROXIMATELY 0.15 MILE ESE OF THE STATION, SET ON
 BV1408'A SMALL KNOLL, 45 FEET E OF THE RAIL FENCE, 105 FEET N OF THE WOODEN
 BV1408'GATE, 25 FEET SW OF A 10-INCH OAK TREE, PROJECTS 6 INCHES. IT WAS
 BV1408'IMPOSSIBLE TO PUT THE AZIMUTH MARK FARTHER FROM THE STATION
 BV1408'BECAUSE OF THE DENSE TREES.
 BV1408'
 BV1408'TO REACH THE STATION FROM THE JUNCTION OF COFFEEVILLE ROAD AND NO.5
 BV1408'IN THE N END OF JACKSON, GO N AND E ON THE COFFEEVILLE ROAD FOR 24.3
 BV1408'MILES TO THE COFFEEVILLE POST OFFICE. FROM THE POST OFFICE GO N ON
 BV1408'GRAVEL ROAD FOR 0.4 MILE TO A FORKS. TAKE THE R FORK AND GO 1.65
 BV1408'MILES TO A T-ROAD R. TURN R AND GO E FOR 2.25 MILES TO A STORE
 BV1408'AND GAS PUMP ON THE L. CONTINUE ON MAIN ROAD FOR 0.7 MILE TO A
 BV1408'T-ROAD L JUST S OF A LARGE WHITE HOUSE. TURN L AND GO 0.1 MILE TO
 BV1408'FORKS. TAKE L FORK AND GO 0.35 MILE TO NEGRO HOUSE ON THE L.
 BV1408'CONTINUE 0.3 MILE TO Y-INTERSECTION. KEEP STRAIGHT AHEAD FOR 0.1
 BV1408'MILE TO FORKS. TAKE THE R FORK AND GO 0.7 MILE TO DIM ROAD TO THE
 BV1408'L, AT A 12-INCH TRIANGLE-BLAZED TREE ON THE R. TURN L AND GO
 BV1408'0.3 MILE TO A WOODEN GATE. PASS THROUGH THE GATE AND CONTINUE
 BV1408'0.15 MILE TO THE TOP OF THE HILL, HERE TURN SHARP R AND GO 100
 BV1408'YARDS TO THE STATION.
 BV1408'
 BV1408'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 BV1408
 BV1408                          STATION RECOVERY (1938)
 BV1408
 BV1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938
 BV1408'RECOVERED IN GOOD CONDITION.
 BV1408
 BV1408                          STATION RECOVERY (1951)
 BV1408
 BV1408'RECOVERY NOTE BY US ENGINEERS 1951
 BV1408'SURFACE MARK IS DESTROYED. UNDERGROUND MARK RECOVERED INTACT,
 BV1408'APPROXIMATELY TWO FT BELOW GROUND SURFACE.
 BV1408'
 BV1408'REFERENCE MARK NO. 1 IS DESTROYED.
 BV1408
 BV1408                          STATION RECOVERY (1956)
 BV1408
 BV1408'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 BV1408'THE STATION SURFACE MARK AND R.M. 1 WERE FOUND DESTROYED. THE AZIMUTH
 BV1408'MARK AND R.M. 2 WERE FOUND IN GOOD CONDITION. A NEW SURFACE STATION
 BV1408'MARK WAS ESTABLISHED AT THIS TIME HOLDING THE POSITION OF THE
 BV1408'ORIGINAL UNDERGROUND MARK. A NEW MARK R.M. 3 WAS ALSO ESTABLISHED.
 BV1408'THE DIRECTION TO R.M. 2 WAS DIFFERENT BY 3 DEGREES AND 59
 BV1408'SECONDS FROM THE ORIGINAL OBSERVATIONS THAT WERE STATED ON THE
 BV1408'1938 DESCRIPTION CARD. THE DISTANCE TO R.M. 2 WAS FOUND THE SAME
 BV1408'AS THE ORIGINAL MEASUREMENT . THE DIRECTIONS TO R.M. 2 WERE
 BV1408'RE-CHECKED AT THIS TIME.  THE HOUSE AND PERSIMMON TREES MENTIONED IN
 BV1408'THE ORIGINAL DESCRIPTION ARE NO LONGER THERE. ALSO ALL OF THE
 BV1408'REFERENCE POINTS MENTIONED FOR THE AZIMUTH MARK ARE MISSING.
 BV1408'
 BV1408'A COMPLETE NEW DESCRIPTION FOLLOWS.
 BV1408'
 BV1408'THE STATION IS ABOUT 4-1/2 MILES NORTHEAST OF COFFEEVILLE IN A BARE
 BV1408'FIELD OWNED BY THE SCOTT LUMBER COMPANY. IT IS 139 FEET NORTHWEST
 BV1408'OF THE CENTER OF A DIRT ROAD, 77 FEET SOUTHEAST OF THE CENTER OF
 BV1408'A NARROW DIM TRACK ROAD AND 87 FEET WEST OF A WHITE WITNESS POST.
 BV1408'THE MARK IS FLUSH AND THE DISK IS STAMPED DUNAGAN 1938 1956.
 BV1408'
 BV1408'TO REACH THE STATION FROM THE COFFEEVILLE SCHOOL IN COFFEEVILLE,
 BV1408'GO NORTH ON PAVED ROAD FOR 0.2 MILE TO A PAVED FORK AND THE
 BV1408'COFFEEVILLE BAPTIST CHURCH ON THE RIGHT. TAKE RIGHT FORK AND GO
 BV1408'NORTHEAST ON PAVED ROAD FOR 1.6 MILES TO A PAVED SIDE ROAD RIGHT.
 BV1408'THIS IS JUST BEFORE REACHING A SMALL CHURCH ON THE RIGHT. TURN
 BV1408'RIGHT AND GO EAST ON PAVED ROAD FOR 3.0 MILES TO A DIRT SIDE ROAD
 BV1408'LEFT, JUST AFTER PASSING A FRAME STORE BUILDING ON THE RIGHT.
 BV1408'TURN LEFT AND GO NORTH ON DIRT ROAD FOR 0.75 MILE TO A FORK.
 BV1408'TAKE RIGHT FORK AND CONTINUE NORTH ON DIRT ROAD FOR 0.6 MILE TO A
 BV1408'FORK. TAKE LEFT FORK AND GO NORTHWEST ON DIRT ROAD FOR 0.4 MILE
 BV1408'TO THE AZIMUTH MARK ON THE RIGHT. CONTINUE NORTHWEST ON DIRT ROAD
 BV1408'FOR 0.1 MILE TO A NARROW DIM DIRT ROAD ON THE LEFT AND THE
 BV1408'STATION.
 BV1408'
 BV1408'REFERENCE MARK 2 IS AT THE SOUTHEAST EDGE OF THE CLEARING AND 15
 BV1408'FEET NORTHWEST OF AN 8 INCH CEDAR TREE. THE MARK PROJECTS 2 INCHES
 BV1408'AND THE DISK IS STAMPED DUNAGAN NO 2 1938.
 BV1408'
 BV1408'REFERENCE MARK 3 IS 63 FEET WEST OF THE CENTER OF THE DIRT ROAD,
 BV1408'37 FEET NORTHWEST OF AN 8 INCH TWIN PINE TREE AND 2 FEET WEST OF
 BV1408'A WHITE WITNESS POST. THE MARK PROJECTS 2 INCHES AND THE DISK IS
 BV1408'STAMPED DUNAGAN NO 3 1938 1956.
 BV1408'
 BV1408'THE AZIMUTH MARK IS 67 FEET NORTHEAST OF THE CENTER OF THE DIRT ROAD
 BV1408'LEADING TO STATION, 42 FEET NORTH OF A POWER LINE POLE AND 1 FOOT
 BV1408'WEST OF A WHITE WITNESS POST. THE MARK PROJECTS 5 INCHES AND THE
 BV1408'DISK IS STAMPED DUNAGAN 1938.
 BV1408
 BV1408                          STATION RECOVERY (1964)
 BV1408
 BV1408'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1964
 BV1408'ALL MARKS WERE RECOVERED IN GOOD CONDITION EXCEPT REFERENCE MARK 1
 BV1408'WHICH WAS EVIDENTLY DESTROYED AND REPLACED BY REFERENCE MARK 3. ALL
 BV1408'MARKS ARE STANDARD BRONZE DISKS SET IN THE TOP OF SQUARE CONCRETE
 BV1408'POSTS. A COMPLETE DESCRIPTION FOLLOWS--
 BV1408'
 BV1408'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY 69 NORTH
 BV1408'AND STATE HIGHWAY 12 IN COFFEEVILLE, AT THE INTERSECTION WITH THE
 BV1408'AMERICAN OIL SERVICE STATION IN THE NORTHWEST QUADRANT OR ON THE
 BV1408'LEFT AND A LARGE TAN BRICK CAFE IN THE NORTHEAST QUADRANT OR ON
 BV1408'THE RIGHT, DRIVE NORTH ON ALABAMA 69 FOR 0.55 MILES TO THE
 BV1408'INTERSECTION OF CLARKE COUNTY ROAD NO. 1 LEFT, CONTINUE NORTH ON
 BV1408'ALABAMA 69 FOR 1.75 MILES TO THE INTERSECTION OF A PAVED COUNTY
 BV1408'ROAD RIGHT, TURN ON THIS PAVED COUNTY ROAD AND DRIVE 3.30 MILES TO
 BV1408'A GRADED GRAVEL ROAD LEFT, TURN ON THIS GRAVEL ROAD AND DRIVE 0.75
 BV1408'MILE TO A FORK, TAKE THE RIGHT FORK AND DRIVE 0.65 MILE TO ANOTHER
 BV1408'FORK, TAKE THE LEFT FORK AND DRIVE 0.40 MILE TO THE AZIMUTH MARK
 BV1408'ON THE RIGHT, CONTINUE 0.20 MILE TO THE STATION ON THE LEFT.
 BV1408'
 BV1408'THE STATION IS LOCATED ON THE TOP OF A HILL NOW COVERED WITH A FIRST
 BV1408'GROWTH OF SMALL PINE TREES, ABOUT 4.75 MILES AIRLINE NORTHEAST OF
 BV1408'COFFEEVILLE, 160 FEET SOUTH-SOUTHWEST OF THE CENTERLINE OF THE
 BV1408'GRADED DIRT ROAD, 150 FEET SOUTH OF A POWER POLE, 2.5 FEET
 BV1408'NORTH-NORTHWEST OF A METAL WITNESS POST. MRS. J.B. DUNAGAN,
 BV1408'MENTIONED IN THE ORIGINAL DESCRIPTION, SOLD THE PROPERTY
 BV1408'AND THE HOUSE, CULTIVATED FIELD AND PERSIMMON TREES ARE NO
 BV1408'LONGER IN EVIDENCE. THE MARK PROJECTS 4 INCHES AND THE DISK
 BV1408'IS STAMPED DUNAGAN 1933 1956.  REFERENCE MARK 1 WAS NOT
 BV1408'RECOVERED BUT REFERENCE MARK 3 WAS IN THE SAME AREA, 89.48 FT.
 BV1408'EAST-NORTHEAST OF THE STATION, 65.2 FEET SOUTHWEST OF THE
 BV1408'CENTER LINE OF THE DIRT ROAD, 1.8 FEET WEST OF A WHITE WOODEN
 BV1408'WITNESS POST, 1.8 FEET WEST-SOUTHWEST OF A METAL WITNESS POST AND
 BV1408'SIGN, 11.8 FEET NORTH-NORTHEAST OF A 14
 BV1408'INCH DOGWOOD TREE, 15 FEET NORTHEAST OF A 14 INCH SWEETGUM TREE,
 BV1408'THE MARK PROJECTS 6 INCHES AND THE DISK IS STAMPED DUNAGAN NO.
 BV1408'3 1938 1956.
 BV1408'
 BV1408'REFERENCE MARK 2 IS 82.26 FEET SOUTH OF THE STATION, 31.5 FEET NORTH
 BV1408'OF A 14 INCH WATER OAK TREE, 14.8 FEET NORTH OF A 12 INCH CEDAR
 BV1408'TREE, 2.5 FEET NORTH OF A METAL WITNESS POST AND SIGN. THE MARK
 BV1408'PROJECTS 6 INCHES AND THE DISK IS STAMPED DUNAGAN NO. 2 1938.
 BV1408'
 BV1408'THE AZIMUTH MARK IS APPROXIMATELY 0.15 MILE EAST-SOUTHEAST OF THE
 BV1408'STATION SET ON A SMALL KNOLL, 66 FEET NORTHEAST OF THE CENTERLINE
 BV1408'OF THE DIRT ROAD, 42 FEET NORTH OF A POWER POLE AND 2.4 FEET
 BV1408'SOUTHWEST OF A METAL WITNESS POST AND SIGN. THE MARK PROJECTS 4
 BV1408'INCHES AND THE DISK IS STAMPED DUNAGAN 1938.
 BV1408
 BV1408                          STATION RECOVERY (1969)
 BV1408
 BV1408'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969 (HPF)
 BV1408'STATION AND REF. MKS. FOUND IN GOOD CONDITION.
 BV1408'
 BV1408'CLEAR PINE TREES AND X-PANEL
 BV1408'
 BV1408'PANELED REF MK NO. 3 1938-1956
 BV1408
 BV1408                          STATION RECOVERY (1990)
 BV1408
 BV1408'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 BV1408'THE STATION IS LOCATED IN CLARKE COUNTY ON PRIVATE PROPERTY, ABOUT
 BV1408'8.18 KM (5.08 MI) NORTHEAST OF COFFEEVILLE AND ABOUT 27.08 KM
 BV1408'(16.83 MI) WEST - NORTHWEST OF GROVE HILL.
 BV1408'TO REACH THE STATION FROM THE JUNCTION OF U. S. 43 AND U. S. 84 (MILE
 BV1408'POST 43.30 ON U. S. 84) DRIVE WEST ON U. S. 84 19.31 KM (12.00 MI) TO
 BV1408'MILE POST 31.30 AND CLARKE COUNTY ROAD NO. 21 RIGHT, TURN RIGHT ON
 BV1408'CLARKE COUNTY ROAD NO. 21 AND DRIVE NORTHWEST 7.89 KM (4.90 MI) TO
 BV1408'ALA 154 LEFT AND RIGHT AT MILE POST 4.00 ON ALA 154, TURN LEFT ON ALA
 BV1408'154 AND DRIVE WEST 1.61 KM (1.00 MI) TO MILE POST 3.00 AND A GRAVEL
 BV1408'ROAD ON THE RIGHT, TURN RIGHT ON THE GRAVEL ROAD AND DRIVE NORTH 1.21
 BV1408'KM (0.75 MI) TO A Y INTERSECTION, BEAR RIGHT AND DRIVE NORTH 1.05 KM
 BV1408'(0.65 MI) TO A Y INTERSECTION, BEAR LEFT AND DRIVE NORTHWEST 0.80 KM
 BV1408'(0.50 MI) TO A LOG ROAD ON THE LEFT, TURN LEFT ON THE LOG ROAD AND
 BV1408'DRIVE WEST 0.08 KM (0.05 MI) TO THE STATION ON THE LEFT.
 BV1408'THE STATION IS 25.30 M (83.01 FT) SOUTH - SOUTHEAST OF THE CENTER OF
 BV1408'THE LOG ROAD, 0.49 M (1.61 FT) NORTH - NORTHWEST OF A CARSONITE
 BV1408'WITNESS POST, AND SET FLUSH WITH THE GROUND.
 BV1408'STATION 13 - 3 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2541 ***********************************************************************
 DH2541  DESIGNATION -  DUNCAN
 DH2541  PID         -  DH2541
 DH2541  STATE/COUNTY-  AL/TUSCALOOSA
 DH2541  USGS QUAD   -  DUNCANVILLE (1983)
 DH2541
 DH2541                         *CURRENT SURVEY CONTROL
 DH2541  ___________________________________________________________________
 DH2541* NAD 83(1992)-  33 06 03.58523(N)    087 27 50.09346(W)     ADJUSTED  
 DH2541* NAVD 88     -       102.33   (+/-2cm)     335.7    (feet)  VERTCON   
 DH2541  ___________________________________________________________________
 DH2541  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 DH2541  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH2541
 DH2541  HORZ ORDER  -  SECOND
 DH2541  VERT ORDER  -  THIRD ? (See Below)
 DH2541
 DH2541.The horizontal coordinates were established by classical geodetic methods
 DH2541.and adjusted by the National Geodetic Survey in December 1992..
 DH2541
 DH2541.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2541.The vertical order pertains to the NGVD 29 superseded value.
 DH2541
 DH2541.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2541
 DH2541.The geoid height was determined by GEOID03.
 DH2541
 DH2541;                    North         East     Units Scale Factor Converg.
 DH2541;SPC AL W     -   343,813.288   603,368.201   MT  0.99993347   +0 01 10.9
 DH2541;UTM  16      - 3,662,579.156   456,712.257   MT  0.99962310   -0 15 12.1
 DH2541
 DH2541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2541!SPC AL W     -   0.99998851  x   0.99993347  =   0.99992198
 DH2541!UTM  16      -   0.99998851  x   0.99962310  =   0.99961162
 DH2541
 DH2541:                Primary Azimuth Mark                     Grid Az
 DH2541:SPC AL W     -  DUNCAN AZ MK                             152 06 25.7
 DH2541:UTM  16      -  DUNCAN AZ MK                             152 22 48.7
 DH2541
 DH2541|---------------------------------------------------------------------|
 DH2541| PID    Reference Object                     Distance      Geod. Az  |
 DH2541|                                                           dddmmss.s |
 DH2541| CF9587 DUNCAN AZ MK                                       1520736.6 |
 DH2541| CF9588 DUNCAN RM 1                          15.417 METERS 15332     |
 DH2541| CF9589 DUNCAN RM 2                          19.468 METERS 33432     |
 DH2541|---------------------------------------------------------------------|
 DH2541
 DH2541                          SUPERSEDED SURVEY CONTROL
 DH2541
 DH2541  NAD 83(1986)-  33 06 03.59149(N)    087 27 50.09622(W) AD(       ) 2
 DH2541  NAD 27      -  33 06 03.15683(N)    087 27 50.08206(W) AD(       ) 2
 DH2541  NGVD 29 (07/19/86)  102.29   (m)          335.6    (f) LEVELING    3  
 DH2541
 DH2541.Superseded values are not recommended for survey control.
 DH2541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2541.See file dsdata.txt to determine how the superseded data were derived.
 DH2541
 DH2541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5671262579(NAD 83)
 DH2541_MARKER: DS = TRIANGULATION STATION DISK
 DH2541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2541_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2541
 DH2541  HISTORY     - Date     Condition        Report By
 DH2541  HISTORY     - 1970     MONUMENTED       NGS
 DH2541
 DH2541                          STATION DESCRIPTION
 DH2541
 DH2541'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 DH2541'THE STATION IS ABOUT 9-1/4 MILES SOUTHEAST OF TUSCALOOSA AND 3 MILES
 DH2541'NORTHWEST OF DUNCANVILLE.  IT IS IN THE NORTHEAST 1/4 OF SECTION 27,
 DH2541'T. 22 S., R. 9 W., ON ROAD RIGHT-OF-WAY AND IN THE EAST EDGE OF THE
 DH2541'LAWN OF MR. JOE HUNT.
 DH2541'
 DH2541'TO REACH THE STATION FROM THE POST OFFICE AND SKURKAS STORE IN
 DH2541'DUNCANVILLE, GO NORTHWEST ON U.S. HIGHWAY 82 FOR 2.1 MILES TO THE
 DH2541'AZIMUTH MARK ON THE LEFT IN THE CENTER OF THE MEDIAN OF HIGHWAY 82.
 DH2541'CONTINUE NORTHWEST ON HIGHWAY 82 FOR 0.6 MILE TO THE STATION ON
 DH2541'THE LEFT.
 DH2541'
 DH2541'STATION MARKS ARE STANDARD DISKS STAMPED DUNCAN 1970.  THE SURFACE
 DH2541'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 1
 DH2541'INCH BELOW THE GROUND SURFACE.  IT IS 81 FEET SOUTH-SOUTHEAST OF
 DH2541'THE CENTER OF A DRIVEWAY, 79 FEET NORTHEAST OF A POWER LINE POLE
 DH2541'WITH A TRANSFORMER, 63 FEET EAST OF THE SOUTHEAST CORNER OF A
 DH2541'HOUSE AND 49 FEET SOUTHWEST OF THE CENTER OF THE EAST BOUND LANES
 DH2541'OF HIGHWAY 82.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 DH2541'IRREGULAR MASS OF CONCRETE 45 INCHES BELOW THE GROUND
 DH2541'SURFACE.
 DH2541'
 DH2541'REFERENCE MARK 1, A STANDARD DISK STAMPED DUNCAN NO 1 1970, IS SET
 DH2541'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT FLUSH WITH THE
 DH2541'GROUND SURFACE.  IT IS 94 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 DH2541'CORNER OF THE HOUSE, 48.3 FEET WEST-SOUTHWEST OF THE CENTER OF THE
 DH2541'EAST BOUND LANES OF HIGHWAY 82, 21.6 FEET NORTH OF POWER LINE
 DH2541'POLE NUMBER 114 AND 2.6 FEET NORTH-NORTHEAST OF A RIGHT-OF-WAY
 DH2541'MARKER.
 DH2541'
 DH2541'REFERENCE MARK 2, A STANDARD DISK STAMPED DUNCAN NO 2 1970, IS SET
 DH2541'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT 1 INCH BELOW
 DH2541'THE GROUND SURFACE.  IT IS 72.7 FEET NORTHEAST OF THE SOUTHEAST
 DH2541'CORNER OF THE HOUSE, 47.6 FEET SOUTHWEST OF THE CENTER OF THE EAST
 DH2541'BOUND LANES OF HIGHWAY 82 AND 15 FEET SOUTH-SOUTHEAST OF THE
 DH2541'CENTER OF THE DRIVEWAY.
 DH2541'
 DH2541'THE AZIMUTH MARK, A STANDARD DISK STAMPED DUNCAN 1970, IS CEMENTED
 DH2541'IN A DRILL HOLE IN THE APPROXIMATE CENTER OF A CONCRETE CATCH BASIN
 DH2541'AND ABOUT 4 FEET LOWER THAN THE ROAD SURFACE.  IT IS 60 FEET
 DH2541'SOUTHEAST OF THE CENTER OF A CROSS-OVER AND 35 FEET WEST-SOUTHWEST
 DH2541'OF THE CENTER OF THE WEST BOUND LANES OF HIGHWAY 82 AND 41 FEET
 DH2541'EAST-NORTHEAST OF THE CENTER OF THE EAST BOUND LANES OF HIGHWAY
 DH2541'82.
 DH2541'
 DH2541'HEIGHT OF LIGHT ABOVE STATION MARK 4.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2154 ***********************************************************************
 BH2154  DESIGNATION -  DUNE
 BH2154  PID         -  BH2154
 BH2154  STATE/COUNTY-  AL/MOBILE
 BH2154  USGS QUAD   -  PETIT BOIS PASS (1982)
 BH2154
 BH2154                         *CURRENT SURVEY CONTROL
 BH2154  ___________________________________________________________________
 BH2154* NAD 83(1992)-  30 14 08.55309(N)    088 15 48.88493(W)     ADJUSTED  
 BH2154* NAVD 88     -         1.     (meters)       3.     (feet)  SCALED    
 BH2154  ___________________________________________________________________
 BH2154  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 BH2154  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BH2154
 BH2154  HORZ ORDER  -  THIRD
 BH2154
 BH2154.The horizontal coordinates were established by classical geodetic methods
 BH2154.and adjusted by the National Geodetic Survey in May 1994..
 BH2154
 BH2154.The orthometric height was scaled from a topographic map.
 BH2154
 BH2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2154
 BH2154.The geoid height was determined by GEOID03.
 BH2154
 BH2154;                    North         East     Units Scale Factor Converg.
 BH2154;SPC AL W     -    26,374.289   526,503.641   MT  0.99999995   -0 23 04.3
 BH2154;UTM  16      - 3,345,579.497   378,414.855   MT  0.99978238   -0 38 10.9
 BH2154
 BH2154!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2154!SPC AL W     -   1.00000420  x   0.99999995  =   1.00000415
 BH2154!UTM  16      -   1.00000420  x   0.99978238  =   0.99978658
 BH2154
 BH2154:                Primary Azimuth Mark                     Grid Az
 BH2154:SPC AL W     -  DAUPHIN IS TANK                          082 36 58.1
 BH2154:UTM  16      -  DAUPHIN IS TANK                          082 52 04.7
 BH2154
 BH2154|---------------------------------------------------------------------|
 BH2154| PID    Reference Object                     Distance      Geod. Az  |
 BH2154|                                                           dddmmss.s |
 BH2154| BH2084 DAUPHIN IS TANK                     APPROX.14.7 KM 0821353.8 |
 BH2154| BH2156 DAUPHIN                             APPROX. 4.0 KM 2614925.5 |
 BH2154| BH2179 PASS AUX HERONS LIGHT 82            APPROX. 3.0 KM 3533749.0 |
 BH2154| BH2180 ISLE AUX HERBES BEACON              APPROX. 7.4 KM 3573450.6 |
 BH2154|---------------------------------------------------------------------|
 BH2154
 BH2154                          SUPERSEDED SURVEY CONTROL
 BH2154
 BH2154  NAD 83(1992)-  30 14 08.55419(N)    088 15 48.88526(W) AD(       ) 3
 BH2154  NAD 83(1986)-  30 14 08.57740(N)    088 15 48.88480(W) AD(       ) 3
 BH2154  NAD 27      -  30 14 07.84400(N)    088 15 48.87600(W) AD(       ) 3
 BH2154
 BH2154.Superseded values are not recommended for survey control.
 BH2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2154.See file dsdata.txt to determine how the superseded data were derived.
 BH2154
 BH2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU7841545579(NAD 83)
 BH2154_MARKER: DS = TRIANGULATION STATION DISK
 BH2154_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BH2154_SP_SET: METAL PIPE IMBEDDED IN GROUND
 BH2154_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2154
 BH2154  HISTORY     - Date     Condition        Report By
 BH2154  HISTORY     - 1958     MONUMENTED       CGS
 BH2154
 BH2154                          STATION DESCRIPTION
 BH2154
 BH2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2154'LOCATED ON DAUPHIN ISLAND, 3.6 MILES EAST OF THE WEST END OF THE
 BH2154'ISLAND, 10.5 MILES WEST OF THE WATER TANK, ON A LOW SAND RIDGE
 BH2154'AND NEAR THE SOUTHEAST END.  STATION IS 600 FT NORTH OF THE MHWL OF
 BH2154'THE GULF OF MEXICO.
 BH2154'
 BH2154'A STANDARD DISK STAMPED DUNE 1958 AND BRAZED TO THE TOP OF A 4 INCH
 BH2154'IRON PIPE.  THE PIPE PROJECTS 2 FEET.  THERE ARE NO REFERENCE MARKS.
 BH2154'STATION LOCATED BY 3 POINT FIX.
 BH2154'
 BH2154'TO REACH FROM DAUPHIN ISLAND WATER TANK, GO WEST ON BIENVILLE BLVD
 BH2154'5.3 MILES TO THE END OF THE ROAD, CONTINUE STRAIGHT AHEAD ALONG
 BH2154'BEACH 5.2 MILES TO THE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0678 ***********************************************************************
 EF0678  DESIGNATION -  E 1
 EF0678  PID         -  EF0678
 EF0678  STATE/COUNTY-  AL/MORGAN
 EF0678  USGS QUAD   -  DECATUR (1982)
 EF0678
 EF0678                         *CURRENT SURVEY CONTROL
 EF0678  ___________________________________________________________________
 EF0678* NAD 83(1986)-  34 34 45.     (N)    086 59 01.     (W)     SCALED    
 EF0678* NAVD 88     -       176.278  (meters)     578.34   (feet)  ADJUSTED  
 EF0678  ___________________________________________________________________
 EF0678  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 EF0678  DYNAMIC HT  -         176.106 (meters)     577.77  (feet)  COMP
 EF0678  MODELED GRAV-     979,660.9   (mgal)                       NAVD 88
 EF0678
 EF0678  VERT ORDER  -  FIRST     CLASS II
 EF0678
 EF0678.The horizontal coordinates were scaled from a topographic map and have
 EF0678.an estimated accuracy of +/- 6 seconds.
 EF0678
 EF0678.The orthometric height was determined by differential leveling
 EF0678.and adjusted by the National Geodetic Survey in June 1991..
 EF0678
 EF0678.The geoid height was determined by GEOID03.
 EF0678
 EF0678.The dynamic height is computed by dividing the NAVD 88
 EF0678.geopotential number by the normal gravity value computed on the
 EF0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0678.degrees latitude (g = 980.6199 gals.).
 EF0678
 EF0678.The modeled gravity was interpolated from observed gravity values.
 EF0678
 EF0678;                    North         East    Units  Estimated Accuracy
 EF0678;SPC AL W     -   507,880.      647,380.      MT  (+/- 180 meters Scaled)
 EF0678
 EF0678                          SUPERSEDED SURVEY CONTROL
 EF0678
 EF0678  NGVD 29 (??/??/92)  176.237  (m)          578.20   (f) ADJ UNCH    1 2
 EF0678
 EF0678.Superseded values are not recommended for survey control.
 EF0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0678.See file dsdata.txt to determine how the superseded data were derived.
 EF0678
 EF0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED015263(NAD 83)
 EF0678_MARKER: DB = BENCH MARK DISK
 EF0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0678_STAMPING: E-1-578-1933
 EF0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0678+STABILITY: SURFACE MOTION
 EF0678
 EF0678  HISTORY     - Date     Condition        Report By
 EF0678  HISTORY     - 1933     MONUMENTED       USGS
 EF0678  HISTORY     - 1934     GOOD             NGS
 EF0678  HISTORY     - 1950     GOOD             NGS
 EF0678  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0678
 EF0678                          STATION DESCRIPTION
 EF0678
 EF0678'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0678'1.5 MI S FROM DECATUR.
 EF0678'ON THE BIRMINGHAM DIVISION OF THE LOUISVILLE AND NASHVILLE RAILROAD.
 EF0678'39.0 FEET WEST OF THE WEST RAIL OF THE MAIN TRACK.  29.0 FEET SOUTH OF
 EF0678'THE CENTERLINE OF A GRAVEL HIGHWAY.  47.0 FEET SOUTHWEST OF THE
 EF0678'INTERSECTION OF THE WEST RAIL AND THE CENTERLINE OF THE GRAVEL
 EF0678'HIGHWAY.  22.0 FEET NORTHEAST OF A 36 INCH OAK TREE.  2.0 FEET ABOVE
 EF0678'THE TOP OF RAIL.  ON TOP OF A CONCRETE POST.
 EF0678
 EF0678                          STATION RECOVERY (1950)
 EF0678
 EF0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0678'RECOVERED IN GOOD CONDITION.
 EF0678
 EF0678                          STATION RECOVERY (1982)
 EF0678
 EF0678'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0678'NOT RECOVERED.  PROBABLY TAKEN OUT DURING CONSTRUCTION OF A BUILDING
 EF0678'IN THE AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0244 ***********************************************************************
 BH0244  DESIGNATION -  E 10
 BH0244  PID         -  BH0244
 BH0244  STATE/COUNTY-  AL/MOBILE
 BH0244  USGS QUAD   -  GRAND BAY (1986)
 BH0244
 BH0244                         *CURRENT SURVEY CONTROL
 BH0244  ___________________________________________________________________
 BH0244* NAD 83(1986)-  30 29 20.     (N)    088 18 12.     (W)     SCALED    
 BH0244* NAVD 88     -        30.296  (meters)      99.40   (feet)  POSTED    
 BH0244  ___________________________________________________________________
 BH0244  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0244  DYNAMIC HT  -          30.260 (meters)      99.28  (feet)  COMP
 BH0244  MODELED GRAV-     979,328.8   (mgal)                       NAVD 88
 BH0244
 BH0244  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0244
 BH0244.The horizontal coordinates were scaled from a topographic map and have
 BH0244.an estimated accuracy of +/- 6 seconds.
 BH0244
 BH0244.The orthometric height was determined by differential leveling
 BH0244.and adjusted by the National Geodetic Survey in 1992..
 BH0244.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0244.rate of 0.0 thru 1.0 mm/km.
 BH0244
 BH0244.The geoid height was determined by GEOID03.
 BH0244
 BH0244.The dynamic height is computed by dividing the NAVD 88
 BH0244.geopotential number by the normal gravity value computed on the
 BH0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0244.degrees latitude (g = 980.6199 gals.).
 BH0244
 BH0244.The modeled gravity was interpolated from observed gravity values.
 BH0244
 BH0244;                    North         East    Units  Estimated Accuracy
 BH0244;SPC AL W     -    54,470.      522,880.      MT  (+/- 180 meters Scaled)
 BH0244
 BH0244                          SUPERSEDED SURVEY CONTROL
 BH0244
 BH0244  NGVD 29 (??/??/??)   30.347  (m)           99.56   (f) ADJUSTED    1 2
 BH0244
 BH0244.Superseded values are not recommended for survey control.
 BH0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0244.See file dsdata.txt to determine how the superseded data were derived.
 BH0244
 BH0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU749736(NAD 83)
 BH0244_MARKER: DB = BENCH MARK DISK
 BH0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0244_STAMPING: E 10
 BH0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0244+STABILITY: SURFACE MOTION
 BH0244
 BH0244  HISTORY     - Date     Condition        Report By
 BH0244  HISTORY     - UNK      MONUMENTED       CGS
 BH0244  HISTORY     - 1955     MARK NOT FOUND   CGS
 BH0244
 BH0244                          STATION DESCRIPTION
 BH0244
 BH0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0244'2.25 MI NE FROM GRAND BAY.
 BH0244'2-1/4 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0244'GRAND BAY, MOBILE COUNTY, ABOUT 800 FEET EAST OF MILEPOST 689, ABOUT
 BH0244'115 FEET WEST OF THE END OF A SMALL CUT, AND ABOUT 35 FEET NORTH OF
 BH0244'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- IT IS
 BH0244'BELIEVED THAT THE MARK HAS BEEN DESTROYED BY HIGHWAY CONSTRUCTION AS
 BH0244'THE MEASUREMENT FROM TRACK NOW FALLS IN CONSTRUCTION AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1715 ***********************************************************************
 DH1715  DESIGNATION -  E 100
 DH1715  PID         -  DH1715
 DH1715  STATE/COUNTY-  AL/FAYETTE
 DH1715  USGS QUAD   -  FAYETTE (1983)
 DH1715
 DH1715                         *CURRENT SURVEY CONTROL
 DH1715  ___________________________________________________________________
 DH1715* NAD 83(1986)-  33 40 57.     (N)    087 49 22.     (W)     SCALED    
 DH1715* NAVD 88     -       102.938  (meters)     337.72   (feet)  ADJUSTED  
 DH1715  ___________________________________________________________________
 DH1715  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DH1715  DYNAMIC HT  -         102.830 (meters)     337.37  (feet)  COMP
 DH1715  MODELED GRAV-     979,590.8   (mgal)                       NAVD 88
 DH1715
 DH1715  VERT ORDER  -  SECOND    CLASS 0
 DH1715
 DH1715.The horizontal coordinates were scaled from a topographic map and have
 DH1715.an estimated accuracy of +/- 6 seconds.
 DH1715
 DH1715.The orthometric height was determined by differential leveling
 DH1715.and adjusted by the National Geodetic Survey in June 1991..
 DH1715
 DH1715.The geoid height was determined by GEOID03.
 DH1715
 DH1715.The dynamic height is computed by dividing the NAVD 88
 DH1715.geopotential number by the normal gravity value computed on the
 DH1715.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1715.degrees latitude (g = 980.6199 gals.).
 DH1715
 DH1715.The modeled gravity was interpolated from observed gravity values.
 DH1715
 DH1715;                    North         East    Units  Estimated Accuracy
 DH1715;SPC AL W     -   408,350.      570,070.      MT  (+/- 180 meters Scaled)
 DH1715
 DH1715                          SUPERSEDED SURVEY CONTROL
 DH1715
 DH1715  NGVD 29 (??/??/92)  102.890  (m)          337.56   (f) ADJ UNCH    2 0
 DH1715
 DH1715.Superseded values are not recommended for survey control.
 DH1715.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1715.See file dsdata.txt to determine how the superseded data were derived.
 DH1715
 DH1715_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC237272(NAD 83)
 DH1715_MARKER: DB = BENCH MARK DISK
 DH1715_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1715_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1715_STAMPING: E 100 1935
 DH1715_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1715+STABILITY: SURFACE MOTION
 DH1715
 DH1715  HISTORY     - Date     Condition        Report By
 DH1715  HISTORY     - 1935     MONUMENTED       CGS
 DH1715  HISTORY     - 1944     GOOD             NGS
 DH1715  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH1715
 DH1715                          STATION DESCRIPTION
 DH1715
 DH1715'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1715'IN FAYETTE.
 DH1715'AT FAYETTE, FAYETTE COUNTY, ON THE SOUTHERN RAILWAY, 0.4 MILE EAST OF
 DH1715'THE STATION, JUST WEST OF THE W. P. BROWN AND SONS LUMBER CO.
 DH1715'PROPERTY, AT A ROAD CROSSING, 30 FEET WEST OF THE CENTERLINE OF THE
 DH1715'ROAD, 25 FEET NORTH OF THE CENTERLINE OF THE MAIN TRACK, AND 20 FEET
 DH1715'SOUTH OF THE CENTER-LINE OF ANOTHER ROAD. A STANDARD DISK, STAMPED E
 DH1715'100 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DH1715
 DH1715                          STATION RECOVERY (1966)
 DH1715
 DH1715'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH1715'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0067 ***********************************************************************
 DJ0067  DESIGNATION -  E 101 RESET
 DJ0067  PID         -  DJ0067
 DJ0067  STATE/COUNTY-  AL/LAMAR
 DJ0067  USGS QUAD   -  MILLPORT (1985)
 DJ0067
 DJ0067                         *CURRENT SURVEY CONTROL
 DJ0067  ___________________________________________________________________
 DJ0067* NAD 83(1986)-  33 34 31.     (N)    088 05 01.     (W)     SCALED    
 DJ0067* NAVD 88     -        80.47   (meters)     264.0    (feet)  RESET     
 DJ0067  ___________________________________________________________________
 DJ0067  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DJ0067
 DJ0067  VERT ORDER  -  THIRD
 DJ0067
 DJ0067.The horizontal coordinates were scaled from a topographic map and have
 DJ0067.an estimated accuracy of +/- 6 seconds.
 DJ0067
 DJ0067.The orthometric height was computed from unverified reset data.
 DJ0067
 DJ0067.The geoid height was determined by GEOID03.
 DJ0067
 DJ0067;                    North         East    Units  Estimated Accuracy
 DJ0067;SPC AL W     -   396,570.      545,820.      MT  (+/- 180 meters Scaled)
 DJ0067
 DJ0067                          SUPERSEDED SURVEY CONTROL
 DJ0067
 DJ0067.No superseded survey control is available for this station.
 DJ0067
 DJ0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC994155(NAD 83)
 DJ0067_MARKER: DB = BENCH MARK DISK
 DJ0067_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DJ0067_SP_SET: ABUTMENT
 DJ0067_STAMPING: E 101 RESET 1953
 DJ0067_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DJ0067
 DJ0067  HISTORY     - Date     Condition        Report By
 DJ0067  HISTORY     - 1953     MONUMENTED       CGS
 DJ0067
 DJ0067                          STATION DESCRIPTION
 DJ0067
 DJ0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 DJ0067'0.8 MI N FROM MILLPORT.
 DJ0067'0.8 MILE NORTH ALONG STATE HIGHWAY 19 FROM THE SOUTHERN RAILWAY
 DJ0067'STATION AT MILLPORT, LAMAR COUNTY, AT A CONCRETE BRIDGE OVER LUXAPALLA
 DJ0067'RIVER, AND IN THE TOP OF THE NORTHEAST CONCRETE ABUTMENT. A STANDARD
 DJ0067'DISK, STAMPED E 101 RESET 1953.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1524 ***********************************************************************
 CN1524  DESIGNATION -  E 107
 CN1524  PID         -  CN1524
 CN1524  STATE/COUNTY-  AL/PERRY
 CN1524  USGS QUAD   -  MARION NORTH (1983)
 CN1524
 CN1524                         *CURRENT SURVEY CONTROL
 CN1524  ___________________________________________________________________
 CN1524* NAD 83(1986)-  32 41 32.     (N)    087 15 34.     (W)     SCALED    
 CN1524* NAVD 88     -        50.835  (meters)     166.78   (feet)  ADJUSTED  
 CN1524  ___________________________________________________________________
 CN1524  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CN1524  DYNAMIC HT  -          50.776 (meters)     166.59  (feet)  COMP
 CN1524  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 CN1524
 CN1524  VERT ORDER  -  SECOND    CLASS 0
 CN1524
 CN1524.The horizontal coordinates were scaled from a topographic map and have
 CN1524.an estimated accuracy of +/- 6 seconds.
 CN1524
 CN1524.The orthometric height was determined by differential leveling
 CN1524.and adjusted by the National Geodetic Survey in June 1991..
 CN1524
 CN1524.The geoid height was determined by GEOID03.
 CN1524
 CN1524.The dynamic height is computed by dividing the NAVD 88
 CN1524.geopotential number by the normal gravity value computed on the
 CN1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1524.degrees latitude (g = 980.6199 gals.).
 CN1524
 CN1524.The modeled gravity was interpolated from observed gravity values.
 CN1524
 CN1524;                    North         East    Units  Estimated Accuracy
 CN1524;SPC AL W     -   298,510.      622,560.      MT  (+/- 180 meters Scaled)
 CN1524
 CN1524                          SUPERSEDED SURVEY CONTROL
 CN1524
 CN1524  NGVD 29 (??/??/92)   50.787  (m)          166.62   (f) ADJ UNCH    2 0
 CN1524
 CN1524.Superseded values are not recommended for survey control.
 CN1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1524.See file dsdata.txt to determine how the superseded data were derived.
 CN1524
 CN1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB756171(NAD 83)
 CN1524_MARKER: DB = BENCH MARK DISK
 CN1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1524_STAMPING: E-107 1935
 CN1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1524+STABILITY: SURFACE MOTION
 CN1524
 CN1524  HISTORY     - Date     Condition        Report By
 CN1524  HISTORY     - 1935     MONUMENTED       CGS
 CN1524  HISTORY     - 1943     GOOD             NGS
 CN1524  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1524
 CN1524                          STATION DESCRIPTION
 CN1524
 CN1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN1524'7.7 MI N FROM MARION.
 CN1524'ALONG STATE HIGHWAY 5 AT A FISH HATCHERY.  AT THE CENTER ONE OF THREE
 CN1524'MAIN GATES.  42 FEET NORTH OF THE GATE, AND 2 FEET WEST OF PROPERTY
 CN1524'LINE.
 CN1524
 CN1524                          STATION RECOVERY (1943)
 CN1524
 CN1524'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CN1524'RECOVERED IN GOOD CONDITION.
 CN1524
 CN1524                          STATION RECOVERY (1984)
 CN1524
 CN1524'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1524'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1501 ***********************************************************************
 CN1501  DESIGNATION -  E 108
 CN1501  PID         -  CN1501
 CN1501  STATE/COUNTY-  AL/BIBB
 CN1501  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1501
 CN1501                         *CURRENT SURVEY CONTROL
 CN1501  ___________________________________________________________________
 CN1501* NAD 83(1986)-  32 51 46.     (N)    086 57 59.     (W)     SCALED    
 CN1501* NAVD 88     -       144.793  (meters)     475.04   (feet)  ADJUSTED  
 CN1501  ___________________________________________________________________
 CN1501  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CN1501  DYNAMIC HT  -         144.627 (meters)     474.50  (feet)  COMP
 CN1501  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 CN1501
 CN1501  VERT ORDER  -  SECOND    CLASS 0
 CN1501
 CN1501.The horizontal coordinates were scaled from a topographic map and have
 CN1501.an estimated accuracy of +/- 6 seconds.
 CN1501
 CN1501.The orthometric height was determined by differential leveling
 CN1501.and adjusted by the National Geodetic Survey in June 1991..
 CN1501
 CN1501.The geoid height was determined by GEOID03.
 CN1501
 CN1501.The dynamic height is computed by dividing the NAVD 88
 CN1501.geopotential number by the normal gravity value computed on the
 CN1501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1501.degrees latitude (g = 980.6199 gals.).
 CN1501
 CN1501.The modeled gravity was interpolated from observed gravity values.
 CN1501
 CN1501;                    North         East    Units  Estimated Accuracy
 CN1501;SPC AL W     -   317,520.      649,940.      MT  (+/- 180 meters Scaled)
 CN1501
 CN1501                          SUPERSEDED SURVEY CONTROL
 CN1501
 CN1501  NGVD 29 (??/??/92)  144.759  (m)          474.93   (f) ADJ UNCH    2 0
 CN1501
 CN1501.Superseded values are not recommended for survey control.
 CN1501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1501.See file dsdata.txt to determine how the superseded data were derived.
 CN1501
 CN1501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB031360(NAD 83)
 CN1501_MARKER: DB = BENCH MARK DISK
 CN1501_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1501_SP_SET: CULVERT
 CN1501_STAMPING: E-108 1935
 CN1501_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1501
 CN1501  HISTORY     - Date     Condition        Report By
 CN1501  HISTORY     - 1935     MONUMENTED       CGS
 CN1501
 CN1501                          STATION DESCRIPTION
 CN1501
 CN1501'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN1501'9.1 MI N FROM MAPLESVILLE.
 CN1501'ALONG THE MOBILE AND OHIO RAILROAD 1/4 MILE EAST OF AN OVERHEAD
 CN1501'CROSSING, AND IN TOP OF NORTH END OF SOUTH HEADWALL TO RAILROAD
 CN1501'CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1569 ***********************************************************************
 CN1569  DESIGNATION -  E 109
 CN1569  PID         -  CN1569
 CN1569  STATE/COUNTY-  AL/PERRY
 CN1569  USGS QUAD   -  SCOTT STATION (1979)
 CN1569
 CN1569                         *CURRENT SURVEY CONTROL
 CN1569  ___________________________________________________________________
 CN1569* NAD 83(1986)-  32 36 01.     (N)    087 28 43.     (W)     SCALED    
 CN1569* NAVD 88     -        72.442  (meters)     237.67   (feet)  ADJUSTED  
 CN1569  ___________________________________________________________________
 CN1569  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 CN1569  DYNAMIC HT  -          72.358 (meters)     237.39  (feet)  COMP
 CN1569  MODELED GRAV-     979,482.4   (mgal)                       NAVD 88
 CN1569
 CN1569  VERT ORDER  -  SECOND    CLASS 0
 CN1569
 CN1569.The horizontal coordinates were scaled from a topographic map and have
 CN1569.an estimated accuracy of +/- 6 seconds.
 CN1569
 CN1569.The orthometric height was determined by differential leveling
 CN1569.and adjusted by the National Geodetic Survey in June 1991..
 CN1569
 CN1569.The geoid height was determined by GEOID03.
 CN1569
 CN1569.The dynamic height is computed by dividing the NAVD 88
 CN1569.geopotential number by the normal gravity value computed on the
 CN1569.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1569.degrees latitude (g = 980.6199 gals.).
 CN1569
 CN1569.The modeled gravity was interpolated from observed gravity values.
 CN1569
 CN1569;                    North         East    Units  Estimated Accuracy
 CN1569;SPC AL W     -   288,290.      602,010.      MT  (+/- 180 meters Scaled)
 CN1569
 CN1569                          SUPERSEDED SURVEY CONTROL
 CN1569
 CN1569  NGVD 29 (??/??/92)   72.387  (m)          237.49   (f) ADJ UNCH    2 0
 CN1569
 CN1569.Superseded values are not recommended for survey control.
 CN1569.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1569.See file dsdata.txt to determine how the superseded data were derived.
 CN1569
 CN1569_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB550070(NAD 83)
 CN1569_MARKER: DD = SURVEY DISK
 CN1569_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1569_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1569_STAMPING: E-109 1935
 CN1569_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1569+STABILITY: SURFACE MOTION
 CN1569
 CN1569  HISTORY     - Date     Condition        Report By
 CN1569  HISTORY     - 1935     MONUMENTED       ALGS
 CN1569  HISTORY     - 1935     GOOD             NGS
 CN1569
 CN1569                          STATION DESCRIPTION
 CN1569
 CN1569'DESCRIBED BY NATIONAL GEODETIC SURVEY 1935
 CN1569'2.3 MI W FROM SCOTT STATION.
 CN1569'ALONG THE SOUTHERN RAILROAD 600 FEET WEST OF COLEMAN SIGN BOARD, AND
 CN1569'35 FEET SOUTH OF CENTER LINE OF THE TRACKS.  9 FEET ABOVE LEVEL OF THE
 CN1569'TRACKS, SITUATED ON A HIGH BANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2626 ***********************************************************************
 BG2626  DESIGNATION -  E 11
 BG2626  PID         -  BG2626
 BG2626  STATE/COUNTY-  AL/BALDWIN
 BG2626  USGS QUAD   -  DYAS (1994)
 BG2626
 BG2626                         *CURRENT SURVEY CONTROL
 BG2626  ___________________________________________________________________
 BG2626* NAD 83(1986)-  30 56 42.     (N)    087 41 37.     (W)     SCALED    
 BG2626* NAVD 88     -        42.360  (meters)     138.98   (feet)  ADJUSTED  
 BG2626  ___________________________________________________________________
 BG2626  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BG2626  DYNAMIC HT  -          42.306 (meters)     138.80  (feet)  COMP
 BG2626  MODELED GRAV-     979,366.2   (mgal)                       NAVD 88
 BG2626
 BG2626  VERT ORDER  -  FIRST     CLASS II
 BG2626
 BG2626.The horizontal coordinates were scaled from a topographic map and have
 BG2626.an estimated accuracy of +/- 6 seconds.
 BG2626
 BG2626.The orthometric height was determined by differential leveling
 BG2626.and adjusted by the National Geodetic Survey in June 1991..
 BG2626
 BG2626.The geoid height was determined by GEOID03.
 BG2626
 BG2626.The dynamic height is computed by dividing the NAVD 88
 BG2626.geopotential number by the normal gravity value computed on the
 BG2626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2626.degrees latitude (g = 980.6199 gals.).
 BG2626
 BG2626.The modeled gravity was interpolated from observed gravity values.
 BG2626
 BG2626;                    North         East    Units  Estimated Accuracy
 BG2626;SPC AL W     -   104,770.      581,500.      MT  (+/- 180 meters Scaled)
 BG2626
 BG2626                          SUPERSEDED SURVEY CONTROL
 BG2626
 BG2626  NGVD 29 (??/??/92)   42.323  (m)          138.85   (f) ADJ UNCH    1 2
 BG2626
 BG2626.Superseded values are not recommended for survey control.
 BG2626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2626.See file dsdata.txt to determine how the superseded data were derived.
 BG2626
 BG2626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV337237(NAD 83)
 BG2626_MARKER: DB = BENCH MARK DISK
 BG2626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2626_STAMPING: E 11 1918 ELEV 138.855 FT
 BG2626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2626+STABILITY: SURFACE MOTION
 BG2626
 BG2626  HISTORY     - Date     Condition        Report By
 BG2626  HISTORY     - 1918     MONUMENTED       CGS
 BG2626  HISTORY     - 1955     GOOD             NGS
 BG2626
 BG2626                          STATION DESCRIPTION
 BG2626
 BG2626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2626'6.4 MI NE FROM BAY MINETTE.
 BG2626'ABOUT 6.45 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 BG2626'RAILROAD FROM THE STATION AT BAY MINETTE, ABOUT 167 YARDS NORTHEAST
 BG2626'OF MILE POST 636, ABOUT 0.25 MILE NORTHEAST OF TRESTLE OVER
 BG2626'DYAS CREEK, ABOUT 252 YARDS SOUTHWEST OF TRESTLE NO. 178 OVER
 BG2626'A CREEK, ABOUT 197 YARDS NORTHEAST OF TRESTLE NO. 179, AT AN
 BG2626'ABANDONED WOODS ROAD CROSSING, 45 FEET NORTHWEST OF CENTER
 BG2626'LINE OF TRACK, 2 1/2 FEET SOUTHEAST OF A FENCE LINE, ABOUT
 BG2626'99 FEET NORTHEAST OF TELEPHONE POLE NO. 61F, 30 FEET SOUTHWEST
 BG2626'OF CENTER LINE OF ABANDONED ROAD, 48 FEET SOUTHWEST OF A TELEPHONE
 BG2626'POLE, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE TOP
 BG2626'OF A CONCRETE POST PROJECTING 8 INCHES.  NOTE-- MARK IS ABOUT
 BG2626'5.9 MILES SOUTHWEST ALONG L. AND N. RR FROM STATION AT PERDIDO,
 BG2626'BALDWIN COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0404 ***********************************************************************
 CO0404  DESIGNATION -  E 110
 CO0404  PID         -  CO0404
 CO0404  STATE/COUNTY-  AL/CHOCTAW
 CO0404  USGS QUAD   -  BUTLER (1986)
 CO0404
 CO0404                         *CURRENT SURVEY CONTROL
 CO0404  ___________________________________________________________________
 CO0404* NAD 83(1986)-  32 06 09.     (N)    088 09 23.     (W)     SCALED    
 CO0404* NAVD 88     -        34.624  (meters)     113.60   (feet)  ADJUSTED  
 CO0404  ___________________________________________________________________
 CO0404  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CO0404  DYNAMIC HT  -          34.584 (meters)     113.46  (feet)  COMP
 CO0404  MODELED GRAV-     979,494.0   (mgal)                       NAVD 88
 CO0404
 CO0404  VERT ORDER  -  SECOND    CLASS 0
 CO0404
 CO0404.The horizontal coordinates were scaled from a topographic map and have
 CO0404.an estimated accuracy of +/- 6 seconds.
 CO0404
 CO0404.The orthometric height was determined by differential leveling
 CO0404.and adjusted by the National Geodetic Survey in June 1991..
 CO0404
 CO0404.The geoid height was determined by GEOID03.
 CO0404
 CO0404.The dynamic height is computed by dividing the NAVD 88
 CO0404.geopotential number by the normal gravity value computed on the
 CO0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0404.degrees latitude (g = 980.6199 gals.).
 CO0404
 CO0404.The modeled gravity was interpolated from observed gravity values.
 CO0404
 CO0404;                    North         East    Units  Estimated Accuracy
 CO0404;SPC AL W     -   233,280.      538,050.      MT  (+/- 180 meters Scaled)
 CO0404
 CO0404                          SUPERSEDED SURVEY CONTROL
 CO0404
 CO0404  NGVD 29 (??/??/92)   34.607  (m)          113.54   (f) ADJ UNCH    2 0
 CO0404
 CO0404.Superseded values are not recommended for survey control.
 CO0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0404.See file dsdata.txt to determine how the superseded data were derived.
 CO0404
 CO0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA908523(NAD 83)
 CO0404_MARKER: DB = BENCH MARK DISK
 CO0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0404_SP_SET: CULVERT
 CO0404_STAMPING: E 110 1935
 CO0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0404
 CO0404  HISTORY     - Date     Condition        Report By
 CO0404  HISTORY     - 1935     MONUMENTED       CGS
 CO0404  HISTORY     - 1973     MARK NOT FOUND   USGS
 CO0404
 CO0404                          STATION DESCRIPTION
 CO0404
 CO0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0404'4.0 MI E FROM BUTLER.
 CO0404'4.0 MILES EAST OF COURTHOUSE AT BUTLER.  STANDARD DISK SET IN CONCRETE
 CO0404'CULVERT, STAMPED E 110 1935.  ALONG STATE HIGHWAY 10 IN THE NORTH
 CO0404'HEADWALL TO CONCRETE CULVERT.  100 FEET WEST OF A NORTH-AND-SOUTH
 CO0404'ROADWAY.
 CO0404
 CO0404                          STATION RECOVERY (1973)
 CO0404
 CO0404'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0404'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2412 ***********************************************************************
 CN2412  DESIGNATION -  E 111
 CN2412  PID         -  CN2412
 CN2412  STATE/COUNTY-  AL/PERRY
 CN2412  USGS QUAD   -  UNIONTOWN WEST (1979)
 CN2412
 CN2412                         *CURRENT SURVEY CONTROL
 CN2412  ___________________________________________________________________
 CN2412* NAD 83(1986)-  32 26 58.     (N)    087 31 06.     (W)     SCALED    
 CN2412* NAVD 88     -        78.688  (meters)     258.16   (feet)  ADJUSTED  
 CN2412  ___________________________________________________________________
 CN2412  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 CN2412  DYNAMIC HT  -          78.598 (meters)     257.87  (feet)  COMP
 CN2412  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 CN2412
 CN2412  VERT ORDER  -  FIRST     CLASS I
 CN2412
 CN2412.The horizontal coordinates were scaled from a topographic map and have
 CN2412.an estimated accuracy of +/- 6 seconds.
 CN2412
 CN2412.The orthometric height was determined by differential leveling
 CN2412.and adjusted by the National Geodetic Survey in June 1991..
 CN2412
 CN2412.The geoid height was determined by GEOID03.
 CN2412
 CN2412.The dynamic height is computed by dividing the NAVD 88
 CN2412.geopotential number by the normal gravity value computed on the
 CN2412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2412.degrees latitude (g = 980.6199 gals.).
 CN2412
 CN2412.The modeled gravity was interpolated from observed gravity values.
 CN2412
 CN2412;                    North         East    Units  Estimated Accuracy
 CN2412;SPC AL W     -   271,560.      598,280.      MT  (+/- 180 meters Scaled)
 CN2412
 CN2412                          SUPERSEDED SURVEY CONTROL
 CN2412
 CN2412  NGVD 29 (??/??/??)   78.672  (m)          258.11   (f) ADJUSTED    1 1
 CN2412
 CN2412.Superseded values are not recommended for survey control.
 CN2412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2412.See file dsdata.txt to determine how the superseded data were derived.
 CN2412
 CN2412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA512903(NAD 83)
 CN2412_MARKER: DB = BENCH MARK DISK
 CN2412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2412_SP_SET: CULVERT
 CN2412_STAMPING: E 111 1935
 CN2412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2412
 CN2412  HISTORY     - Date     Condition        Report By
 CN2412  HISTORY     - 1935     MONUMENTED       CGS
 CN2412  HISTORY     - 1968     GOOD             NGS
 CN2412
 CN2412                          STATION DESCRIPTION
 CN2412
 CN2412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN2412'0.6 MI W FROM UNIONTOWN.
 CN2412'0.6 MILE WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM FROM THE
 CN2412'STATION AT UNIONTOWN, IN SECTION 18, T 17 N, R 6 E, 100 YARDS WEST OF
 CN2412'THE QUINN CHAPEL AME CHURCH, 66 FEET NORTH OF THE NORTH RAIL, SET IN
 CN2412'THE TOP OF THE EAST END OF THE SOUTH CONCRETE HEADWALL OF A 3- X
 CN2412'3-FOOT CONCRETE CULVERT UNDER U.S. HIGHWAY 80, 39 FEET SOUTH OF THE
 CN2412'CENTERLINE OF THE HIGHWAY, AND ABOUT 3 FEET BELOW THE LEVEL OF THE
 CN2412'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2235 ***********************************************************************
 CN2235  DESIGNATION -  E 112
 CN2235  PID         -  CN2235
 CN2235  STATE/COUNTY-  AL/MARENGO
 CN2235  USGS QUAD   -  SURGINER (1978)
 CN2235
 CN2235                         *CURRENT SURVEY CONTROL
 CN2235  ___________________________________________________________________
 CN2235* NAD 83(1986)-  32 05 38.     (N)    087 40 03.     (W)     SCALED    
 CN2235* NAVD 88     -        48.226  (meters)     158.22   (feet)  ADJUSTED  
 CN2235  ___________________________________________________________________
 CN2235  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 CN2235  DYNAMIC HT  -          48.169 (meters)     158.03  (feet)  COMP
 CN2235  MODELED GRAV-     979,457.7   (mgal)                       NAVD 88
 CN2235
 CN2235  VERT ORDER  -  FIRST     CLASS II
 CN2235
 CN2235.The horizontal coordinates were scaled from a topographic map and have
 CN2235.an estimated accuracy of +/- 6 seconds.
 CN2235
 CN2235.The orthometric height was determined by differential leveling
 CN2235.and adjusted by the National Geodetic Survey in June 1991..
 CN2235
 CN2235.The geoid height was determined by GEOID03.
 CN2235
 CN2235.The dynamic height is computed by dividing the NAVD 88
 CN2235.geopotential number by the normal gravity value computed on the
 CN2235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2235.degrees latitude (g = 980.6199 gals.).
 CN2235
 CN2235.The modeled gravity was interpolated from observed gravity values.
 CN2235
 CN2235;                    North         East    Units  Estimated Accuracy
 CN2235;SPC AL W     -   232,150.      584,190.      MT  (+/- 180 meters Scaled)
 CN2235
 CN2235                          SUPERSEDED SURVEY CONTROL
 CN2235
 CN2235  NGVD 29 (??/??/92)   48.190  (m)          158.10   (f) ADJ UNCH    1 2
 CN2235
 CN2235.Superseded values are not recommended for survey control.
 CN2235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2235.See file dsdata.txt to determine how the superseded data were derived.
 CN2235
 CN2235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA370510(NAD 83)
 CN2235_MARKER: DB = BENCH MARK DISK
 CN2235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2235_STAMPING: E 112 1935
 CN2235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2235+STABILITY: SURFACE MOTION
 CN2235
 CN2235  HISTORY     - Date     Condition        Report By
 CN2235  HISTORY     - 1935     MONUMENTED       CGS
 CN2235  HISTORY     - 1951     GOOD             NGS
 CN2235
 CN2235                          STATION DESCRIPTION
 CN2235
 CN2235'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CN2235'1.7 MI SE FROM MAGNOLIA.
 CN2235'ABOUT 1.7 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 CN2235'FROM THE STATION AT MAGNOLIA, ABOUT 0.95 MILE NORTHWEST OF CROSSING OF
 CN2235'STATE HIGHWAY 99, AT A DIRT ROAD CROSSING, 37 FEET NORTHEAST OF
 CN2235'NORTHEAST RAIL, 27 FEET EAST OF CENTER LINE OF DIRT ROAD, 66 FEET
 CN2235'NORTHWEST OF THE SECOND POLE NORTHWEST OF MILE POST 766 AND IS IN LINE
 CN2235'WITH ROW OF POLES, 6 FEET SOUTHWEST OF A FENCE LINE, 2 FEET BELOW THE
 CN2235'LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT
 CN2235'15 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0382 ***********************************************************************
 CO0382  DESIGNATION -  E 113
 CO0382  PID         -  CO0382
 CO0382  STATE/COUNTY-  AL/CHOCTAW
 CO0382  USGS QUAD   -  LAND (1974)
 CO0382
 CO0382                         *CURRENT SURVEY CONTROL
 CO0382  ___________________________________________________________________
 CO0382* NAD 83(1986)-  32 07 17.     (N)    088 20 54.     (W)     SCALED    
 CO0382* NAVD 88     -        88.437  (meters)     290.15   (feet)  ADJUSTED  
 CO0382  ___________________________________________________________________
 CO0382  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 CO0382  DYNAMIC HT  -          88.333 (meters)     289.81  (feet)  COMP
 CO0382  MODELED GRAV-     979,468.1   (mgal)                       NAVD 88
 CO0382
 CO0382  VERT ORDER  -  SECOND    CLASS 0
 CO0382
 CO0382.The horizontal coordinates were scaled from a topographic map and have
 CO0382.an estimated accuracy of +/- 6 seconds.
 CO0382
 CO0382.The orthometric height was determined by differential leveling
 CO0382.and adjusted by the National Geodetic Survey in June 1991..
 CO0382
 CO0382.The geoid height was determined by GEOID03.
 CO0382
 CO0382.The dynamic height is computed by dividing the NAVD 88
 CO0382.geopotential number by the normal gravity value computed on the
 CO0382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0382.degrees latitude (g = 980.6199 gals.).
 CO0382
 CO0382.The modeled gravity was interpolated from observed gravity values.
 CO0382
 CO0382;                    North         East    Units  Estimated Accuracy
 CO0382;SPC AL W     -   235,500.      519,950.      MT  (+/- 180 meters Scaled)
 CO0382
 CO0382                          SUPERSEDED SURVEY CONTROL
 CO0382
 CO0382  NGVD 29 (??/??/92)   88.418  (m)          290.08   (f) ADJ UNCH    2 0
 CO0382
 CO0382.Superseded values are not recommended for survey control.
 CO0382.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0382.See file dsdata.txt to determine how the superseded data were derived.
 CO0382
 CO0382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA728546(NAD 83)
 CO0382_MARKER: DB = BENCH MARK DISK
 CO0382_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0382_SP_SET: BRIDGE
 CO0382_STAMPING: E 113 1935
 CO0382_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0382
 CO0382  HISTORY     - Date     Condition        Report By
 CO0382  HISTORY     - 1935     MONUMENTED       CGS
 CO0382  HISTORY     - 1940     GOOD             NGS
 CO0382  HISTORY     - 1973     MARK NOT FOUND   USGS
 CO0382
 CO0382                          STATION DESCRIPTION
 CO0382
 CO0382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CO0382'2.0 MI SW FROM RIDERWOOD.
 CO0382'2.0 MILES SOUTHWEST ALONG A COUNTRY ROAD FROM THE ALABAMA, TENNESSEE
 CO0382'AND NORTHERN RAILROAD STATION AT RIDERWOOD, IN THE TOP OF THE
 CO0382'SOUTHEAST HEADWALL OF A STONE BRIDGE, NO POST WAS SET BY MARK.
 CO0382
 CO0382                          STATION RECOVERY (1973)
 CO0382
 CO0382'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CO0382'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0002 ***********************************************************************
 BV0002  DESIGNATION -  E 114
 BV0002  PID         -  BV0002
 BV0002  STATE/COUNTY-  AL/CHOCTAW
 BV0002  USGS QUAD   -  TOXEY (1986)
 BV0002
 BV0002                         *CURRENT SURVEY CONTROL
 BV0002  ___________________________________________________________________
 BV0002* NAD 83(1986)-  31 57 52.     (N)    088 19 08.     (W)     SCALED    
 BV0002* NAVD 88     -        39.456  (meters)     129.45   (feet)  ADJUSTED  
 BV0002  ___________________________________________________________________
 BV0002  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BV0002  DYNAMIC HT  -          39.410 (meters)     129.30  (feet)  COMP
 BV0002  MODELED GRAV-     979,474.5   (mgal)                       NAVD 88
 BV0002
 BV0002  VERT ORDER  -  SECOND    CLASS 0
 BV0002
 BV0002.The horizontal coordinates were scaled from a topographic map and have
 BV0002.an estimated accuracy of +/- 6 seconds.
 BV0002
 BV0002.The orthometric height was determined by differential leveling
 BV0002.and adjusted by the National Geodetic Survey in June 1991..
 BV0002
 BV0002.The geoid height was determined by GEOID03.
 BV0002
 BV0002.The dynamic height is computed by dividing the NAVD 88
 BV0002.geopotential number by the normal gravity value computed on the
 BV0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0002.degrees latitude (g = 980.6199 gals.).
 BV0002
 BV0002.The modeled gravity was interpolated from observed gravity values.
 BV0002
 BV0002;                    North         East    Units  Estimated Accuracy
 BV0002;SPC AL W     -   218,080.      522,600.      MT  (+/- 180 meters Scaled)
 BV0002
 BV0002                          SUPERSEDED SURVEY CONTROL
 BV0002
 BV0002  NGVD 29 (??/??/92)   39.43   (m)          129.4    (f) COMPUTED    2 0
 BV0002
 BV0002.Superseded values are not recommended for survey control.
 BV0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0002.See file dsdata.txt to determine how the superseded data were derived.
 BV0002
 BV0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA753372(NAD 83)
 BV0002_MARKER: DB = BENCH MARK DISK
 BV0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0002_STAMPING: E 114 1935
 BV0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0002+STABILITY: SURFACE MOTION
 BV0002
 BV0002  HISTORY     - Date     Condition        Report By
 BV0002  HISTORY     - 1935     MONUMENTED       CGS
 BV0002  HISTORY     - 1944     GOOD             NGS
 BV0002
 BV0002                          STATION DESCRIPTION
 BV0002
 BV0002'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BV0002'1.9 MI S FROM BOGUELOOSA.
 BV0002'1.9 MILES SOUTH ALONG THE ALABAMA, TENNESSEE AND NORTHERN RAILROAD
 BV0002'FROM THE STATION AT BOUGUELOOSA, CHOCTAW COUNTY, 300 YARDS NORTH OF
 BV0002'BRIDGE 103.5, 30 FEET EAST OF THE CENTER LINE OF THE TRACK, 20 FEET
 BV0002'WEST OF THE CENTER LINE OF A TRAIL LEADING THROUGH THE BUSH, AND 1.5
 BV0002'FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK.  STAMPED E
 BV0002'114 1935 AND SET IN THE TOP OF A CONCRETE POST.
 BV0002
 BV0002                          STATION RECOVERY (1944)
 BV0002
 BV0002'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BV0002'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2516 ***********************************************************************
 BG2516  DESIGNATION -  E 115
 BG2516  PID         -  BG2516
 BG2516  STATE/COUNTY-  AL/BALDWIN
 BG2516  USGS QUAD   -  ROBERTSDALE (1985)
 BG2516
 BG2516                         *CURRENT SURVEY CONTROL
 BG2516  ___________________________________________________________________
 BG2516* NAD 83(1986)-  30 33 46.     (N)    087 42 49.     (W)     SCALED    
 BG2516* NAVD 88     -        44.169  (meters)     144.91   (feet)  ADJUSTED  
 BG2516  ___________________________________________________________________
 BG2516  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 BG2516  DYNAMIC HT  -          44.112 (meters)     144.72  (feet)  COMP
 BG2516  MODELED GRAV-     979,338.1   (mgal)                       NAVD 88
 BG2516
 BG2516  VERT ORDER  -  FIRST     CLASS II
 BG2516
 BG2516.The horizontal coordinates were scaled from a topographic map and have
 BG2516.an estimated accuracy of +/- 6 seconds.
 BG2516
 BG2516.The orthometric height was determined by differential leveling
 BG2516.and adjusted by the National Geodetic Survey in June 1991..
 BG2516
 BG2516.The geoid height was determined by GEOID03.
 BG2516
 BG2516.The dynamic height is computed by dividing the NAVD 88
 BG2516.geopotential number by the normal gravity value computed on the
 BG2516.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2516.degrees latitude (g = 980.6199 gals.).
 BG2516
 BG2516.The modeled gravity was interpolated from observed gravity values.
 BG2516
 BG2516;                    North         East    Units  Estimated Accuracy
 BG2516;SPC AL W     -    62,400.      579,510.      MT  (+/- 180 meters Scaled)
 BG2516
 BG2516                          SUPERSEDED SURVEY CONTROL
 BG2516
 BG2516  NGVD 29 (??/??/??)   44.119  (m)          144.75   (f) ADJUSTED    1 2
 BG2516
 BG2516.Superseded values are not recommended for survey control.
 BG2516.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2516.See file dsdata.txt to determine how the superseded data were derived.
 BG2516
 BG2516_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU315813(NAD 83)
 BG2516_MARKER: DB = BENCH MARK DISK
 BG2516_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG2516_SP_SET: HEADWALL
 BG2516_STAMPING: E 115 1935
 BG2516_MARK LOGO: CGS   
 BG2516_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG2516_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2516+STABILITY: SURFACE MOTION
 BG2516_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BG2516+SATELLITE: SATELLITE OBSERVATIONS - October 08, 2005
 BG2516
 BG2516  HISTORY     - Date     Condition        Report By
 BG2516  HISTORY     - 1935     MONUMENTED       CGS
 BG2516  HISTORY     - 1968     GOOD             NGS
 BG2516  HISTORY     - 1985     GOOD             USPSQD
 BG2516  HISTORY     - 19960223 GOOD             NGS
 BG2516  HISTORY     - 20030805 GOOD             USPSQD
 BG2516  HISTORY     - 20051008 GOOD             USPSQD
 BG2516
 BG2516                          STATION DESCRIPTION
 BG2516
 BG2516'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG2516'AT ROBERTSDALE.
 BG2516'AT ROBERTSDALE ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 469.0
 BG2516'FEET SOUTHEAST OF THE CENTER OF THE HIGHWAY OVERPASS, SET IN THE
 BG2516'TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL FOR
 BG2516'A 4-FOOT CAST IRON PIPE CULVERT UNDER THE TRACKS, 1.1 FEET
 BG2516'NORTHWEST OF THE SOUTHEAST END, 12.5 FEET NORTHEAST OF THE
 BG2516'NORTHEAST RAIL OF THE TRACKS AND 4-FEET BELOW THE LEVEL OF THE
 BG2516'TRACKS.  SEC 31, T 5 S, R 4 E.
 BG2516
 BG2516                          STATION RECOVERY (1985)
 BG2516
 BG2516'RECOVERY NOTE BY US POWER SQUADRON 1985
 BG2516'RAILROAD NOW ABANDONED AND OVERGROWN. THERE IS NO LONGER AND
 BG2516'OVERPASS. HWY 90 IS NEW ROAD, LEVEL WITH ABANDONED RAILROAD.
 BG2516
 BG2516                          STATION RECOVERY (1996)
 BG2516
 BG2516'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BG2516'0.4 KM (0.25 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BG2516'STATE HIGHWAY 59 IN ROBERTSDALE, IN TOP OF AND 0.3 M (1.0 FT)
 BG2516'NORTHWEST OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE HEADWALL OF A
 BG2516'CULVERT UNDER A RAILROAD GRADE, 159.0 M (521.7 FT) SOUTH OF THE
 BG2516'HIGHWAY CENTERLINE, 5.0 M (16.4 FT) NORTHEAST OF THE CENTER OF THE
 BG2516'RAILROAD GRADE (TRACKS REMOVED), AND 1.0 M (3.3 FT) BELOW THE LEVEL OF
 BG2516'THE GRADE.
 BG2516
 BG2516                          STATION RECOVERY (2003)
 BG2516
 BG2516'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2516'RECOVERED IN GOOD CONDITION.
 BG2516
 BG2516                          STATION RECOVERY (2005)
 BG2516
 BG2516'RECOVERY NOTE BY US POWER SQUADRON 2005 (ILR)
 BG2516'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1482 ***********************************************************************
 BU1482  DESIGNATION -  E 116
 BU1482  PID         -  BU1482
 BU1482  STATE/COUNTY-  AL/BALDWIN
 BU1482  USGS QUAD   -  BLACKSHER (1983)
 BU1482
 BU1482                         *CURRENT SURVEY CONTROL
 BU1482  ___________________________________________________________________
 BU1482* NAD 83(1986)-  31 12 28.     (N)    087 44 26.     (W)     SCALED    
 BU1482* NAVD 88     -        50.120  (meters)     164.44   (feet)  ADJUSTED  
 BU1482  ___________________________________________________________________
 BU1482  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BU1482  DYNAMIC HT  -          50.056 (meters)     164.23  (feet)  COMP
 BU1482  MODELED GRAV-     979,380.8   (mgal)                       NAVD 88
 BU1482
 BU1482  VERT ORDER  -  SECOND    CLASS 0
 BU1482
 BU1482.The horizontal coordinates were scaled from a topographic map and have
 BU1482.an estimated accuracy of +/- 6 seconds.
 BU1482
 BU1482.The orthometric height was determined by differential leveling
 BU1482.and adjusted by the National Geodetic Survey in June 1991..
 BU1482
 BU1482.The geoid height was determined by GEOID03.
 BU1482
 BU1482.The dynamic height is computed by dividing the NAVD 88
 BU1482.geopotential number by the normal gravity value computed on the
 BU1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1482.degrees latitude (g = 980.6199 gals.).
 BU1482
 BU1482.The modeled gravity was interpolated from observed gravity values.
 BU1482
 BU1482;                    North         East    Units  Estimated Accuracy
 BU1482;SPC AL W     -   133,910.      577,080.      MT  (+/- 180 meters Scaled)
 BU1482
 BU1482                          SUPERSEDED SURVEY CONTROL
 BU1482
 BU1482  NGVD 29 (??/??/92)   50.089  (m)          164.33   (f) ADJ UNCH    2 0
 BU1482
 BU1482.Superseded values are not recommended for survey control.
 BU1482.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1482.See file dsdata.txt to determine how the superseded data were derived.
 BU1482
 BU1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV294528(NAD 83)
 BU1482_MARKER: DB = BENCH MARK DISK
 BU1482_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1482_SP_SET: CUVLERT
 BU1482_STAMPING: E 116 1935
 BU1482_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1482
 BU1482  HISTORY     - Date     Condition        Report By
 BU1482  HISTORY     - 1935     MONUMENTED       CGS
 BU1482  HISTORY     - 1955     POOR             NGS
 BU1482
 BU1482                          STATION DESCRIPTION
 BU1482
 BU1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1482'15.9 MI N FROM STOCKTON.
 BU1482'15.9 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE SCHOOL AT STOCKTON,
 BU1482'IN THE TOP AND 1 FOOT NORTHWEST OF THE SOUTHEAST END OF THE SOUTHEAST
 BU1482'HEAD WALL OF 18-INCH PIPE CULVERT UNDER A DRIVE NORHTWEST THRU A GATE,
 BU1482'15 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 104 FEET
 BU1482'SOUTHWEST AND ACROSS THE HIGHWAY FROM POWER POLE 1015, ABOUT 1/2 FOOT
 BU1482'BELOW THE LEVEL OF THE HIGHWAY.  THIS MARK IS 0.35 MILE SOUTHWEST
 BU1482'ALONG THE HIGHWAY FROM BLACKSHER CHURCH.  NOTE--THE MARK IS IN A VERY
 BU1482'SMALL HEAD WALL THAT MAY NOT BE STABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0186 ***********************************************************************
 BV0186  DESIGNATION -  E 118
 BV0186  PID         -  BV0186
 BV0186  STATE/COUNTY-  AL/WASHINGTON
 BV0186  USGS QUAD   -  RUTAN (1982)
 BV0186
 BV0186                         *CURRENT SURVEY CONTROL
 BV0186  ___________________________________________________________________
 BV0186* NAD 83(1986)-  31 26 55.     (N)    088 07 52.     (W)     SCALED    
 BV0186* NAVD 88     -        40.118  (meters)     131.62   (feet)  ADJUSTED  
 BV0186  ___________________________________________________________________
 BV0186  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BV0186  DYNAMIC HT  -          40.069 (meters)     131.46  (feet)  COMP
 BV0186  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 BV0186
 BV0186  VERT ORDER  -  SECOND    CLASS 0
 BV0186
 BV0186.The horizontal coordinates were scaled from a topographic map and have
 BV0186.an estimated accuracy of +/- 6 seconds.
 BV0186
 BV0186.The orthometric height was determined by differential leveling
 BV0186.and adjusted by the National Geodetic Survey in June 1991..
 BV0186
 BV0186.The geoid height was determined by GEOID03.
 BV0186
 BV0186.The dynamic height is computed by dividing the NAVD 88
 BV0186.geopotential number by the normal gravity value computed on the
 BV0186.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0186.degrees latitude (g = 980.6199 gals.).
 BV0186
 BV0186.The modeled gravity was interpolated from observed gravity values.
 BV0186
 BV0186;                    North         East    Units  Estimated Accuracy
 BV0186;SPC AL W     -   160,760.      540,010.      MT  (+/- 180 meters Scaled)
 BV0186
 BV0186                          SUPERSEDED SURVEY CONTROL
 BV0186
 BV0186.No superseded survey control is available for this station.
 BV0186
 BV0186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV925798(NAD 83)
 BV0186_MARKER: DB = BENCH MARK DISK
 BV0186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0186_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0186_STAMPING: E-118 1935
 BV0186_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0186+STABILITY: SURFACE MOTION
 BV0186
 BV0186  HISTORY     - Date     Condition        Report By
 BV0186  HISTORY     - 1935     MONUMENTED       CGS
 BV0186
 BV0186                          STATION DESCRIPTION
 BV0186
 BV0186'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BV0186'8.8 MI W FROM WAGAR.
 BV0186'ALONG STATE HIGHWAY 29 ABOUT 60 FEET SOUTH OF THE CENTER LINE OF THE
 BV0186'HIGHWAY, AND LOCATED IN SOME TIMBER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0153 ***********************************************************************
 BV0153  DESIGNATION -  E 119
 BV0153  PID         -  BV0153
 BV0153  STATE/COUNTY-  AL/WASHINGTON
 BV0153  USGS QUAD   -  DEER PARK (1982)
 BV0153
 BV0153                         *CURRENT SURVEY CONTROL
 BV0153  ___________________________________________________________________
 BV0153* NAD 83(1986)-  31 11 55.     (N)    088 18 03.     (W)     SCALED    
 BV0153* NAVD 88     -        47.042  (meters)     154.34   (feet)  POSTED    
 BV0153  ___________________________________________________________________
 BV0153  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BV0153  DYNAMIC HT  -          46.980 (meters)     154.13  (feet)  COMP
 BV0153  MODELED GRAV-     979,389.3   (mgal)                       NAVD 88
 BV0153
 BV0153  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 BV0153
 BV0153.The horizontal coordinates were scaled from a topographic map and have
 BV0153.an estimated accuracy of +/- 6 seconds.
 BV0153
 BV0153.The orthometric height was determined by differential leveling
 BV0153.and adjusted by the National Geodetic Survey in 1992..
 BV0153.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 BV0153.rate of 2.1 thru 3.0 mm/km.
 BV0153
 BV0153.The geoid height was determined by GEOID03.
 BV0153
 BV0153.The dynamic height is computed by dividing the NAVD 88
 BV0153.geopotential number by the normal gravity value computed on the
 BV0153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0153.degrees latitude (g = 980.6199 gals.).
 BV0153
 BV0153.The modeled gravity was interpolated from observed gravity values.
 BV0153
 BV0153;                    North         East    Units  Estimated Accuracy
 BV0153;SPC AL W     -   133,150.      523,680.      MT  (+/- 180 meters Scaled)
 BV0153
 BV0153                          SUPERSEDED SURVEY CONTROL
 BV0153
 BV0153.No superseded survey control is available for this station.
 BV0153
 BV0153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV760523(NAD 83)
 BV0153_MARKER: DB = BENCH MARK DISK
 BV0153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0153_STAMPING: E-119 1940
 BV0153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0153+STABILITY: SURFACE MOTION
 BV0153
 BV0153  HISTORY     - Date     Condition        Report By
 BV0153  HISTORY     - 1940     MONUMENTED       CGS
 BV0153
 BV0153                          STATION DESCRIPTION
 BV0153
 BV0153'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BV0153'2 MI SE FROM DEER PARK.
 BV0153'ABOUT 2 MILES SOUTH-EAST ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 BV0153'STATION AT DEER PARK, 6 POLES NORTH-WEST OF MILE-POST NO. 42, ON THE
 BV0153'OUT-SIDE OF A CURVE TO THE SOUTH-EAST FROM THE NORTH-WEST, 48 FEET
 BV0153'SOUTH-WEST OF POLE NO. 3376, 39.5 FEET NORTH-EAST OF THE CENTER-LINE
 BV0153'OF THE TRACK, 11.5 FEET SOUTH-WEST OF THE R/W FENCE LINE, 1.6 FEET
 BV0153'SOUTH-WEST OF A WHITE MARKER POST STENCILED U.S.B.M.  A STANDARD DISK
 BV0153'STAMPED E-119 1940 AND SET IN THE TOP OF A CONCRETE POST 0.1 FOOT
 BV0153'HIGH.  MARK POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0868 ***********************************************************************
 EE0868  DESIGNATION -  E 12
 EE0868  PID         -  EE0868
 EE0868  STATE/COUNTY-  AL/JACKSON
 EE0868  USGS QUAD   -  STEVENSON (1983)
 EE0868
 EE0868                         *CURRENT SURVEY CONTROL
 EE0868  ___________________________________________________________________
 EE0868* NAD 83(1986)-  34 52 03.     (N)    085 50 25.     (W)     SCALED    
 EE0868* NAVD 88     -       191.257  (meters)     627.48   (feet)  ADJUSTED  
 EE0868  ___________________________________________________________________
 EE0868  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE0868  DYNAMIC HT  -         191.070 (meters)     626.87  (feet)  COMP
 EE0868  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 EE0868
 EE0868  VERT ORDER  -  FIRST     CLASS II
 EE0868
 EE0868.The horizontal coordinates were scaled from a topographic map and have
 EE0868.an estimated accuracy of +/- 6 seconds.
 EE0868
 EE0868.The orthometric height was determined by differential leveling
 EE0868.and adjusted by the National Geodetic Survey in June 1991..
 EE0868.WARNING-Repeat measurements at this control monument indicate possible
 EE0868.vertical movement.
 EE0868
 EE0868.The geoid height was determined by GEOID03.
 EE0868
 EE0868.The dynamic height is computed by dividing the NAVD 88
 EE0868.geopotential number by the normal gravity value computed on the
 EE0868.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0868.degrees latitude (g = 980.6199 gals.).
 EE0868
 EE0868.The modeled gravity was interpolated from observed gravity values.
 EE0868
 EE0868;                    North         East    Units  Estimated Accuracy
 EE0868;SPC AL E     -   484,330.      199,370.      MT  (+/- 180 meters Scaled)
 EE0868
 EE0868                          SUPERSEDED SURVEY CONTROL
 EE0868
 EE0868  NGVD 29 (??/??/92)  191.242  (m)          627.43   (f) ADJ UNCH    1 2
 EE0868
 EE0868.Superseded values are not recommended for survey control.
 EE0868.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0868.See file dsdata.txt to determine how the superseded data were derived.
 EE0868
 EE0868_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD059589(NAD 83)
 EE0868_MARKER: DB = BENCH MARK DISK
 EE0868_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0868_SP_SET: WALL
 EE0868_STAMPING: E 12 1930 627.686
 EE0868_MARK LOGO: CGS   
 EE0868_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0868
 EE0868  HISTORY     - Date     Condition        Report By
 EE0868  HISTORY     - 1930     MONUMENTED       CGS
 EE0868  HISTORY     - 1963     GOOD             NGS
 EE0868  HISTORY     - 1983     GOOD             NGS
 EE0868
 EE0868                          STATION DESCRIPTION
 EE0868
 EE0868'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0868'IN STEVENSON.
 EE0868'ABOUT 1-1/2 BLOCKS SW ALONG THE MAIN STREET FROM THE MAIN CORNER
 EE0868'IN TOWN OF STEVENSON, ACROSS RAILROAD TRACKS AND THE MAIN STREET
 EE0868'FROM THE RAILROAD STATION, 20 FEET SW OF PROJECTED PLANE OF SW
 EE0868'WALL OF THE STATION BUILDING, 18 FEET NE OF VERTEX OF ESTIMATED
 EE0868'10-DEGREE ANGLE IN ALINEMENT OF BUILDING FRONTS, IN THE LIMESTONE
 EE0868'WALL OF OLD TENNESSEE VALLEY BANK WHICH IS INCISED IN THE STONE
 EE0868'ABOVE THE DOOR AND NOW OCCUPIED BY SURGEON DR. E.A. BROWDER, 0.6
 EE0868'FOOT SW OF JOINT BETWEEN LIMESTONE AND BRICK WALLS, 3.2 FEET ABOVE
 EE0868'THE SIDEWALK, SET IN A DRILL HOLE IN THE WALL.
 EE0868
 EE0868                          STATION RECOVERY (1983)
 EE0868
 EE0868'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0868'RECOVERED IN GOOD CONDITION.  NOTE, DELETE
 EE0868'SURGEON DR. E. A. BROWDER, ADD ALABAMA STATE EMPLOYMENT SERVICE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0012 ***********************************************************************
 BH0012  DESIGNATION -  E 120
 BH0012  PID         -  BH0012
 BH0012  STATE/COUNTY-  AL/MOBILE
 BH0012  USGS QUAD   -  CHUNCHULA (1985)
 BH0012
 BH0012                         *CURRENT SURVEY CONTROL
 BH0012  ___________________________________________________________________
 BH0012* NAD 83(1986)-  30 54 56.     (N)    088 11 46.     (W)     SCALED    
 BH0012* NAVD 88     -        19.560  (meters)      64.17   (feet)  POSTED    
 BH0012  ___________________________________________________________________
 BH0012  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 BH0012  DYNAMIC HT  -          19.530 (meters)      64.07  (feet)  COMP
 BH0012  MODELED GRAV-     979,358.8   (mgal)                       NAVD 88
 BH0012
 BH0012  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0012
 BH0012.The horizontal coordinates were scaled from a topographic map and have
 BH0012.an estimated accuracy of +/- 6 seconds.
 BH0012
 BH0012.The orthometric height was determined by differential leveling
 BH0012.and adjusted by the National Geodetic Survey in 1992..
 BH0012.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0012.rate of 0.0 thru 1.0 mm/km.
 BH0012
 BH0012.The geoid height was determined by GEOID03.
 BH0012
 BH0012.The dynamic height is computed by dividing the NAVD 88
 BH0012.geopotential number by the normal gravity value computed on the
 BH0012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0012.degrees latitude (g = 980.6199 gals.).
 BH0012
 BH0012.The modeled gravity was interpolated from observed gravity values.
 BH0012
 BH0012;                    North         East    Units  Estimated Accuracy
 BH0012;SPC AL W     -   101,700.      533,460.      MT  (+/- 180 meters Scaled)
 BH0012
 BH0012                          SUPERSEDED SURVEY CONTROL
 BH0012
 BH0012  NGVD 29 (??/??/??)   19.592  (m)           64.28   (f) ADJUSTED    1 2
 BH0012
 BH0012.Superseded values are not recommended for survey control.
 BH0012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0012.See file dsdata.txt to determine how the superseded data were derived.
 BH0012
 BH0012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV857208(NAD 83)
 BH0012_MARKER: DB = BENCH MARK DISK
 BH0012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0012_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0012_STAMPING: E-120 1940
 BH0012_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0012+STABILITY: SURFACE MOTION
 BH0012
 BH0012  HISTORY     - Date     Condition        Report By
 BH0012  HISTORY     - 1940     MONUMENTED       CGS
 BH0012
 BH0012                          STATION DESCRIPTION
 BH0012
 BH0012'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BH0012'0.6 MI S FROM CHUNCHULA.
 BH0012'0.6 MILES SOUTH-EAST ALONG GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH0012'STATION AT CHUNCHULA, 2 POLES NORTH OF BRIDGE NO. 17.94, 43 FEET
 BH0012'NORTH-EAST OF MILEPOST NO. 18, 54 FEET EAST OF CENTER-LINE OF TRACKS,
 BH0012'7.3 FEET EAST OF EAST EDGE OF CREEK ALONG RAILROAD, 3 FEET EAST OF R/W
 BH0012'FENCE LINE, 1 FOOT SOUTH OF A WHITE MARKER POST STENCILED U.S.B.M. A
 BH0012'STANDARD DISK STAMPED E-120 1940 AND SET IN THE TOP OF A CONCRETE POST
 BH0012'0.3 FEET HIGH.  MARK WAS POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0008 ***********************************************************************
 BV0008  DESIGNATION -  E 121
 BV0008  PID         -  BV0008
 BV0008  STATE/COUNTY-  AL/CHOCTAW
 BV0008  USGS QUAD   -  SILAS (1986)
 BV0008
 BV0008                         *CURRENT SURVEY CONTROL
 BV0008  ___________________________________________________________________
 BV0008* NAD 83(1986)-  31 51 16.     (N)    088 19 19.     (W)     SCALED    
 BV0008* NAVD 88     -        44.258  (meters)     145.20   (feet)  ADJUSTED  
 BV0008  ___________________________________________________________________
 BV0008  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BV0008  DYNAMIC HT  -          44.206 (meters)     145.03  (feet)  COMP
 BV0008  MODELED GRAV-     979,466.6   (mgal)                       NAVD 88
 BV0008
 BV0008  VERT ORDER  -  SECOND    CLASS 0
 BV0008
 BV0008.The horizontal coordinates were scaled from a topographic map and have
 BV0008.an estimated accuracy of +/- 6 seconds.
 BV0008
 BV0008.The orthometric height was determined by differential leveling
 BV0008.and adjusted by the National Geodetic Survey in June 1991..
 BV0008
 BV0008.The geoid height was determined by GEOID03.
 BV0008
 BV0008.The dynamic height is computed by dividing the NAVD 88
 BV0008.geopotential number by the normal gravity value computed on the
 BV0008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0008.degrees latitude (g = 980.6199 gals.).
 BV0008
 BV0008.The modeled gravity was interpolated from observed gravity values.
 BV0008
 BV0008;                    North         East    Units  Estimated Accuracy
 BV0008;SPC AL W     -   205,880.      522,210.      MT  (+/- 180 meters Scaled)
 BV0008
 BV0008                          SUPERSEDED SURVEY CONTROL
 BV0008
 BV0008.No superseded survey control is available for this station.
 BV0008
 BV0008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA749250(NAD 83)
 BV0008_MARKER: DB = BENCH MARK DISK
 BV0008_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0008_SP_SET: CULVERT
 BV0008_STAMPING: E 121 1940
 BV0008_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0008
 BV0008  HISTORY     - Date     Condition        Report By
 BV0008  HISTORY     - 1940     MONUMENTED       CGS
 BV0008  HISTORY     - 1974     MARK NOT FOUND   USGS
 BV0008
 BV0008                          STATION DESCRIPTION
 BV0008
 BV0008'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BV0008'1.6 MI S FROM GILBERTOWN.
 BV0008'1.6 MILES SOUTH ALONG THE ALABAMA, TENNESSEE AND NORTHERN RAILROAD
 BV0008'FROM THE STATION AT GILBERTOWN, CHOCTAW COUNTY, IN THE TOP OF A
 BV0008'24-INCH CONCRETE-PIPE CULVERT, 1.3 FEET WEST OF THE EAST END, 24.5
 BV0008'FEET EAST OF THE EAST RAIL, AND 8.5 FEET LOWER THAN THE TRACK.  A
 BV0008'STANDARD DISK, STAMPED E 121 1940.
 BV0008
 BV0008                          STATION RECOVERY (1974)
 BV0008
 BV0008'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BV0008'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0810 ***********************************************************************
 BT0810  DESIGNATION -  E 122
 BT0810  PID         -  BT0810
 BT0810  STATE/COUNTY-  AL/HOUSTON
 BT0810  USGS QUAD   -  DOTHAN WEST (1981)
 BT0810
 BT0810                         *CURRENT SURVEY CONTROL
 BT0810  ___________________________________________________________________
 BT0810* NAD 83(1986)-  31 10 11.     (N)    085 27 35.     (W)     SCALED    
 BT0810* NAVD 88     -        88.276  (meters)     289.62   (feet)  ADJUSTED  
 BT0810  ___________________________________________________________________
 BT0810  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BT0810  DYNAMIC HT  -          88.165 (meters)     289.25  (feet)  COMP
 BT0810  MODELED GRAV-     979,387.0   (mgal)                       NAVD 88
 BT0810
 BT0810  VERT ORDER  -  SECOND    CLASS 0
 BT0810
 BT0810.The horizontal coordinates were scaled from a topographic map and have
 BT0810.an estimated accuracy of +/- 6 seconds.
 BT0810
 BT0810.The orthometric height was determined by differential leveling
 BT0810.and adjusted by the National Geodetic Survey in June 1991..
 BT0810
 BT0810.The geoid height was determined by GEOID03.
 BT0810
 BT0810.The dynamic height is computed by dividing the NAVD 88
 BT0810.geopotential number by the normal gravity value computed on the
 BT0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0810.degrees latitude (g = 980.6199 gals.).
 BT0810
 BT0810.The modeled gravity was interpolated from observed gravity values.
 BT0810
 BT0810;                    North         East    Units  Estimated Accuracy
 BT0810;SPC AL E     -    74,310.      235,620.      MT  (+/- 180 meters Scaled)
 BT0810
 BT0810                          SUPERSEDED SURVEY CONTROL
 BT0810
 BT0810  NGVD 29 (??/??/92)   88.370  (m)          289.93   (f) ADJ UNCH    2 0
 BT0810
 BT0810.Superseded values are not recommended for survey control.
 BT0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0810.See file dsdata.txt to determine how the superseded data were derived.
 BT0810
 BT0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV467494(NAD 83)
 BT0810_MARKER: DB = BENCH MARK DISK
 BT0810_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0810_SP_SET: CULVERT
 BT0810_STAMPING: E 122 1940
 BT0810_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0810
 BT0810  HISTORY     - Date     Condition        Report By
 BT0810  HISTORY     - 1940     MONUMENTED       CGS
 BT0810  HISTORY     - 1955     GOOD             NGS
 BT0810
 BT0810                          STATION DESCRIPTION
 BT0810
 BT0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BT0810'4.4 MI NE FROM MALVERN.
 BT0810'ABOUT 4.45 MILES NORTHEAST ALONG THE HARTFORD AND SLOCOMB
 BT0810'RAILROAD FROM THE WEST ONE OF TWO BLACK TOP ROAD CROSSINGS AT
 BT0810'MALVERN, ABOUT 0.45 MILE NORTHEAST OF MILE POST S 386, AT AN
 BT0810'18-INCH CONCRETE PIPE CULVERT, IN THE TOP OF CENTER OF CONCRETE
 BT0810'CAPPED BRICK HEAD WALL OF CULVERT, 68 FEET EAST OF THE THIRD
 BT0810'TELEPHONE POLE NORTHEAST OF A ROAD CROSSING, 12 FEET SOUTHEAST
 BT0810'OF SOUTHEAST RAIL, 58 FEET NORTHWEST OF CENTER LINE OF A ROAD
 BT0810'PARALLEL TO TRACK, AND ABOUT 5 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1828 ***********************************************************************
 DG1828  DESIGNATION -  E 123
 DG1828  PID         -  DG1828
 DG1828  STATE/COUNTY-  AL/CLEBURNE
 DG1828  USGS QUAD   -  ROSS MOUNTAIN (1983)
 DG1828
 DG1828                         *CURRENT SURVEY CONTROL
 DG1828  ___________________________________________________________________
 DG1828* NAD 83(1986)-  33 33 39.     (N)    085 36 36.     (W)     SCALED    
 DG1828* NAVD 88     -       260.082  (meters)     853.29   (feet)  ADJUSTED  
 DG1828  ___________________________________________________________________
 DG1828  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG1828  DYNAMIC HT  -         259.796 (meters)     852.35  (feet)  COMP
 DG1828  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 DG1828
 DG1828  VERT ORDER  -  SECOND    CLASS 0
 DG1828
 DG1828.The horizontal coordinates were scaled from a topographic map and have
 DG1828.an estimated accuracy of +/- 6 seconds.
 DG1828
 DG1828.The orthometric height was determined by differential leveling
 DG1828.and adjusted by the National Geodetic Survey in June 1991..
 DG1828
 DG1828.The geoid height was determined by GEOID03.
 DG1828
 DG1828.The dynamic height is computed by dividing the NAVD 88
 DG1828.geopotential number by the normal gravity value computed on the
 DG1828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1828.degrees latitude (g = 980.6199 gals.).
 DG1828
 DG1828.The modeled gravity was interpolated from observed gravity values.
 DG1828
 DG1828;                    North         East    Units  Estimated Accuracy
 DG1828;SPC AL E     -   339,420.      220,740.      MT  (+/- 180 meters Scaled)
 DG1828
 DG1828                          SUPERSEDED SURVEY CONTROL
 DG1828
 DG1828  NGVD 29 (??/??/92)  260.017  (m)          853.07   (f) ADJ UNCH    2 0
 DG1828
 DG1828.Superseded values are not recommended for survey control.
 DG1828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1828.See file dsdata.txt to determine how the superseded data were derived.
 DG1828
 DG1828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC290143(NAD 83)
 DG1828_MARKER: DB = BENCH MARK DISK
 DG1828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1828_SP_SET: CULVERT
 DG1828_STAMPING: E 123 1941
 DG1828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1828
 DG1828  HISTORY     - Date     Condition        Report By
 DG1828  HISTORY     - 1941     MONUMENTED       CGS
 DG1828
 DG1828                          STATION DESCRIPTION
 DG1828
 DG1828'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DG1828'7.1 MI SW FROM HEFLIN.
 DG1828'7.1 MILES SOUTH-WEST ALONG STATE HIGHWAY 9, FROM THE COUNTY
 DG1828'COURT HOUSE AT HEFLIN, SET IN THE CENTER OF THE SOUTH HEADWALL
 DG1828'OF AN 18-INCH CULVERT UNDER A PRIVATE ROAD, 17 FEET SOUTH-WEST
 DG1828'OF THE CENTER-LINE OF THE HIGHWAY 22.4 FEET EAST OF A 2-FOOT
 DG1828'OAK TREE, 80 FEET WEST OF A 5-FOOT OAK TREE, 49.9 FEET NORTH-EAST
 DG1828'OF THE SOUTH-EAST CORNER OF A BARN, 10.6 FEET NORTH OF CORNER
 DG1828'FENCE POST.  A STANDARD DISK STAMPED E-123 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0045 ***********************************************************************
 BV0045  DESIGNATION -  E 124
 BV0045  PID         -  BV0045
 BV0045  STATE/COUNTY-  AL/CHOCTAW
 BV0045  USGS QUAD   -  ISNEY (1974)
 BV0045
 BV0045                         *CURRENT SURVEY CONTROL
 BV0045  ___________________________________________________________________
 BV0045* NAD 83(1986)-  31 46 39.     (N)    088 23 19.     (W)     SCALED    
 BV0045* NAVD 88     -       116.924  (meters)     383.61   (feet)  POSTED    
 BV0045  ___________________________________________________________________
 BV0045  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 BV0045  DYNAMIC HT  -         116.780 (meters)     383.14  (feet)  COMP
 BV0045  MODELED GRAV-     979,447.5   (mgal)                       NAVD 88
 BV0045
 BV0045  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0045
 BV0045.The horizontal coordinates were scaled from a topographic map and have
 BV0045.an estimated accuracy of +/- 6 seconds.
 BV0045
 BV0045.The orthometric height was determined by differential leveling
 BV0045.and adjusted by the National Geodetic Survey in 1992..
 BV0045.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0045.rate of 0.0 thru 1.0 mm/km.
 BV0045
 BV0045.The geoid height was determined by GEOID03.
 BV0045
 BV0045.The dynamic height is computed by dividing the NAVD 88
 BV0045.geopotential number by the normal gravity value computed on the
 BV0045.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0045.degrees latitude (g = 980.6199 gals.).
 BV0045
 BV0045.The modeled gravity was interpolated from observed gravity values.
 BV0045
 BV0045;                    North         East    Units  Estimated Accuracy
 BV0045;SPC AL W     -   197,400.      515,830.      MT  (+/- 180 meters Scaled)
 BV0045
 BV0045                          SUPERSEDED SURVEY CONTROL
 BV0045
 BV0045  NGVD 29 (??/??/92)  116.923  (m)          383.60   (f) ADJ UNCH    2 0
 BV0045
 BV0045.Superseded values are not recommended for survey control.
 BV0045.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0045.See file dsdata.txt to determine how the superseded data were derived.
 BV0045
 BV0045_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA685166(NAD 83)
 BV0045_MARKER: DB = BENCH MARK DISK
 BV0045_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0045_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0045_STAMPING: E-124 1943
 BV0045_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0045+STABILITY: SURFACE MOTION
 BV0045
 BV0045  HISTORY     - Date     Condition        Report By
 BV0045  HISTORY     - 1943     MONUMENTED       CGS
 BV0045  HISTORY     - 1974     MARK NOT FOUND   USGS
 BV0045
 BV0045                          STATION DESCRIPTION
 BV0045
 BV0045'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0045'4.2 MI SE FROM ISNEY.
 BV0045'4.2 MILES SOUTHEAST ALONG THE GRADED COUNTY ROAD FROM THE POST OFFICE
 BV0045'AT ISNEY, SET AT A PRIVATE ROAD LEADING SOUTH TO A FARM HOUSE, 51.5
 BV0045'FEET WEST OF THE CENTER-LINE OF THE PRIVATE ROAD, 44.2 FEET SOUTH OF
 BV0045'THE CENTER-LINE OF THE MAIN ROAD, 15.5 FEET WEST OF AN OAK TREE USED
 BV0045'AS A CORNER FENCE POST, 1.7 FEET NORTH OF THE FENCE, 1.2 FEET EAST OF
 BV0045'REFERENCE POST.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 BV0045'PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
 BV0045
 BV0045                          STATION RECOVERY (1974)
 BV0045
 BV0045'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 BV0045'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1615 ***********************************************************************
 BU1615  DESIGNATION -  E 125
 BU1615  PID         -  BU1615
 BU1615  STATE/COUNTY-  AL/CLARKE
 BU1615  USGS QUAD   -  JACKSON (1986)
 BU1615
 BU1615                         *CURRENT SURVEY CONTROL
 BU1615  ___________________________________________________________________
 BU1615* NAD 83(1986)-  31 33 50.     (N)    087 57 03.     (W)     SCALED    
 BU1615* NAVD 88     -        15.444  (meters)      50.67   (feet)  ADJUSTED  
 BU1615  ___________________________________________________________________
 BU1615  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BU1615  DYNAMIC HT  -          15.425 (meters)      50.61  (feet)  COMP
 BU1615  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 BU1615
 BU1615  VERT ORDER  -  SECOND    CLASS 0
 BU1615
 BU1615.The horizontal coordinates were scaled from a topographic map and have
 BU1615.an estimated accuracy of +/- 6 seconds.
 BU1615
 BU1615.The orthometric height was determined by differential leveling
 BU1615.and adjusted by the National Geodetic Survey in June 1991..
 BU1615
 BU1615.The geoid height was determined by GEOID03.
 BU1615
 BU1615.The dynamic height is computed by dividing the NAVD 88
 BU1615.geopotential number by the normal gravity value computed on the
 BU1615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1615.degrees latitude (g = 980.6199 gals.).
 BU1615
 BU1615.The modeled gravity was interpolated from observed gravity values.
 BU1615
 BU1615;                    North         East    Units  Estimated Accuracy
 BU1615;SPC AL W     -   173,460.      557,200.      MT  (+/- 180 meters Scaled)
 BU1615
 BU1615                          SUPERSEDED SURVEY CONTROL
 BU1615
 BU1615  NGVD 29 (??/??/92)   15.433  (m)           50.63   (f) ADJ UNCH    2 0
 BU1615
 BU1615.Superseded values are not recommended for survey control.
 BU1615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1615.See file dsdata.txt to determine how the superseded data were derived.
 BU1615
 BU1615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV097924(NAD 83)
 BU1615_MARKER: DB = BENCH MARK DISK
 BU1615_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1615_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1615_STAMPING: E 125 1943
 BU1615_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1615+STABILITY: SURFACE MOTION
 BU1615
 BU1615  HISTORY     - Date     Condition        Report By
 BU1615  HISTORY     - 1943     MONUMENTED       CGS
 BU1615  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1615
 BU1615                          STATION DESCRIPTION
 BU1615
 BU1615'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU1615'5.3 MI NW FROM JACKSON.
 BU1615'0.8 MILE NORTH ALONG U. S. HIGHWAY 43 FROM THE POST OFFICE AT JACKSON,
 BU1615'CLARKE COUNTY, 4.5 MILES NORTHWEST ALONG A GRADED COUNTY ROAD. AT A
 BU1615'T-ROAD INTERSECTION, 36.6 FEET NORTH OF THE CENTERLINE OF THE SIDE
 BU1615'ROAD LEADING WEST OVER A SMALL STREAM, 32 FEET WEST OF THE CENTERLINE
 BU1615'OF THE COUNTY ROAD, AND 1.2 FEET EAST OF A WHITE WOODEN WITNESS POST.
 BU1615'A STANDARD DISK, STAMPED E 125 1943 AND SET IN THE TOP OF A CONCRETE
 BU1615'POST PROJECTING 0.2 FOOT ABOVE GROUND.
 BU1615
 BU1615                          STATION RECOVERY (1973)
 BU1615
 BU1615'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1615'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0181 ***********************************************************************
 BU0181  DESIGNATION -  E 126
 BU0181  PID         -  BU0181
 BU0181  STATE/COUNTY-  AL/CRENSHAW
 BU0181  USGS QUAD   -  FULLERS CROSSROADS (1971)
 BU0181
 BU0181                         *CURRENT SURVEY CONTROL
 BU0181  ___________________________________________________________________
 BU0181* NAD 83(1986)-  31 46 20.     (N)    086 17 37.     (W)     SCALED    
 BU0181* NAVD 88     -       133.950  (meters)     439.47   (feet)  ADJUSTED  
 BU0181  ___________________________________________________________________
 BU0181  GEOID HEIGHT-         -26.74  (meters)                     GEOID03
 BU0181  DYNAMIC HT  -         133.792 (meters)     438.95  (feet)  COMP
 BU0181  MODELED GRAV-     979,454.1   (mgal)                       NAVD 88
 BU0181
 BU0181  VERT ORDER  -  SECOND    CLASS 0
 BU0181
 BU0181.The horizontal coordinates were scaled from a topographic map and have
 BU0181.an estimated accuracy of +/- 6 seconds.
 BU0181
 BU0181.The orthometric height was determined by differential leveling
 BU0181.and adjusted by the National Geodetic Survey in June 1991..
 BU0181
 BU0181.The geoid height was determined by GEOID03.
 BU0181
 BU0181.The dynamic height is computed by dividing the NAVD 88
 BU0181.geopotential number by the normal gravity value computed on the
 BU0181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0181.degrees latitude (g = 980.6199 gals.).
 BU0181
 BU0181.The modeled gravity was interpolated from observed gravity values.
 BU0181
 BU0181;                    North         East    Units  Estimated Accuracy
 BU0181;SPC AL E     -   141,140.      156,400.      MT  (+/- 180 meters Scaled)
 BU0181
 BU0181                          SUPERSEDED SURVEY CONTROL
 BU0181
 BU0181  NGVD 29 (??/??/92)  133.938  (m)          439.43   (f) ADJ UNCH    2 0
 BU0181
 BU0181.Superseded values are not recommended for survey control.
 BU0181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0181.See file dsdata.txt to determine how the superseded data were derived.
 BU0181
 BU0181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA668154(NAD 83)
 BU0181_MARKER: DB = BENCH MARK DISK
 BU0181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0181_STAMPING: E 126 1943
 BU0181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0181+STABILITY: SURFACE MOTION
 BU0181
 BU0181  HISTORY     - Date     Condition        Report By
 BU0181  HISTORY     - 1943     MONUMENTED       CGS
 BU0181
 BU0181                          STATION DESCRIPTION
 BU0181
 BU0181'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0181'4.5 MI N FROM LUVERNE.
 BU0181'4.5 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 BU0181'LUVERNE, CRENSHAW COUNTY AT A Y-ROAD AT THE EAST CORNER OF A CHURCH
 BU0181'YARD, 194 FEET EAST OF THE EAST CORNER OF THE CHURCH, 30.3 FEET
 BU0181'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 26 FEET NORTH OF THE
 BU0181'CENTER LINE OF THE ROAD LEADING WEST, IN THE POINT OF THE WYE, AND 1
 BU0181'FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 BU0181'STAMPED E 126 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BU0181'0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0556 ***********************************************************************
 BU0556  DESIGNATION -  E 127
 BU0556  PID         -  BU0556
 BU0556  STATE/COUNTY-  AL/BUTLER
 BU0556  USGS QUAD   -  MC KENZIE (1986)
 BU0556
 BU0556                         *CURRENT SURVEY CONTROL
 BU0556  ___________________________________________________________________
 BU0556* NAD 83(1986)-  31 36 26.     (N)    086 38 31.     (W)     SCALED    
 BU0556* NAVD 88     -        96.455  (meters)     316.45   (feet)  ADJUSTED  
 BU0556  ___________________________________________________________________
 BU0556  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 BU0556  DYNAMIC HT  -          96.340 (meters)     316.08  (feet)  COMP
 BU0556  MODELED GRAV-     979,441.8   (mgal)                       NAVD 88
 BU0556
 BU0556  VERT ORDER  -  SECOND    CLASS 0
 BU0556
 BU0556.The horizontal coordinates were scaled from a topographic map and have
 BU0556.an estimated accuracy of +/- 6 seconds.
 BU0556
 BU0556.The orthometric height was determined by differential leveling
 BU0556.and adjusted by the National Geodetic Survey in June 1991..
 BU0556
 BU0556.The geoid height was determined by GEOID03.
 BU0556
 BU0556.The dynamic height is computed by dividing the NAVD 88
 BU0556.geopotential number by the normal gravity value computed on the
 BU0556.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0556.degrees latitude (g = 980.6199 gals.).
 BU0556
 BU0556.The modeled gravity was interpolated from observed gravity values.
 BU0556
 BU0556;                    North         East    Units  Estimated Accuracy
 BU0556;SPC AL W     -   178,490.      681,420.      MT  (+/- 180 meters Scaled)
 BU0556
 BU0556                          SUPERSEDED SURVEY CONTROL
 BU0556
 BU0556  NGVD 29 (??/??/92)   96.457  (m)          316.46   (f) ADJ UNCH    2 0
 BU0556
 BU0556.Superseded values are not recommended for survey control.
 BU0556.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0556.See file dsdata.txt to determine how the superseded data were derived.
 BU0556
 BU0556_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV339969(NAD 83)
 BU0556_MARKER: DB = BENCH MARK DISK
 BU0556_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0556_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0556_STAMPING: E 127 1943
 BU0556_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0556+STABILITY: SURFACE MOTION
 BU0556
 BU0556  HISTORY     - Date     Condition        Report By
 BU0556  HISTORY     - 1943     MONUMENTED       CGS
 BU0556  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0556
 BU0556                          STATION DESCRIPTION
 BU0556
 BU0556'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0556'2.5 MI W FROM INDUSTRY.
 BU0556'2.5 MILES WEST ALONG THE COUNTY ROAD FROM THE SCHOOL AT INDUSTRY, SET
 BU0556'AT THE SOUTHEAST CORNER OF THE FARM HOUSE YARD, ABOUT 200 FEET
 BU0556'SOUTHEAST OF THE SMALL GREEN FARM HOUSE, 23 FEET NORTH OF THE
 BU0556'CENTER-LINE OF THE ROAD, 15 FEET NORTHEAST OF THE CENTER-LINE OF THE
 BU0556'ROAD LEADING TO THE HOUSE, 1.3 FEET WEST OF THE CORNER FENCE POST.
 BU0556'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 BU0556'FOOT ABOVE THE GROUND.
 BU0556
 BU0556                          STATION RECOVERY (1969)
 BU0556
 BU0556'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0556'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0459 ***********************************************************************
 BU0459  DESIGNATION -  E 128
 BU0459  PID         -  BU0459
 BU0459  STATE/COUNTY-  AL/CONECUH
 BU0459  USGS QUAD   -  BROOKLYN (1982)
 BU0459
 BU0459                         *CURRENT SURVEY CONTROL
 BU0459  ___________________________________________________________________
 BU0459* NAD 83(1986)-  31 21 57.     (N)    086 46 53.     (W)     SCALED    
 BU0459* NAVD 88     -        80.480  (meters)     264.04   (feet)  ADJUSTED  
 BU0459  ___________________________________________________________________
 BU0459  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 BU0459  DYNAMIC HT  -          80.381 (meters)     263.72  (feet)  COMP
 BU0459  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 BU0459
 BU0459  VERT ORDER  -  SECOND    CLASS 0
 BU0459
 BU0459.The horizontal coordinates were scaled from a topographic map and have
 BU0459.an estimated accuracy of +/- 6 seconds.
 BU0459
 BU0459.The orthometric height was determined by differential leveling
 BU0459.and adjusted by the National Geodetic Survey in June 1991..
 BU0459
 BU0459.The geoid height was determined by GEOID03.
 BU0459
 BU0459.The dynamic height is computed by dividing the NAVD 88
 BU0459.geopotential number by the normal gravity value computed on the
 BU0459.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0459.degrees latitude (g = 980.6199 gals.).
 BU0459
 BU0459.The modeled gravity was interpolated from observed gravity values.
 BU0459
 BU0459;                    North         East    Units  Estimated Accuracy
 BU0459;SPC AL W     -   151,640.      668,360.      MT  (+/- 180 meters Scaled)
 BU0459
 BU0459                          SUPERSEDED SURVEY CONTROL
 BU0459
 BU0459  NGVD 29 (??/??/92)   80.499  (m)          264.10   (f) ADJ UNCH    2 0
 BU0459
 BU0459.Superseded values are not recommended for survey control.
 BU0459.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0459.See file dsdata.txt to determine how the superseded data were derived.
 BU0459
 BU0459_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV207701(NAD 83)
 BU0459_MARKER: DB = BENCH MARK DISK
 BU0459_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0459_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0459_STAMPING: E-128 1943
 BU0459_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0459+STABILITY: SURFACE MOTION
 BU0459
 BU0459  HISTORY     - Date     Condition        Report By
 BU0459  HISTORY     - 1943     MONUMENTED       CGS
 BU0459  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0459
 BU0459                          STATION DESCRIPTION
 BU0459
 BU0459'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0459'3.6 MI SW FROM MT UNION.
 BU0459'3.6 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE SCHOOL AT MT.
 BU0459'UNION, SET AT THE NORTHWEST CORNER OF A CULTIVATED FIELD, 71 FEET EAST
 BU0459'OF A LARGE FORKED OAK TREE, 23.6 FEET SOUTH OF THE CENTER-LINE OF THE
 BU0459'ROAD, 12 FEET SOUTH OF THE CORNER FENCE POST, 2.4 FEET WEST OF THE
 BU0459'FENCE, 1.6 FEET NORTH OF REFERENCE POST.  BENCH MARK DISK SET IN TOP
 BU0459'OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
 BU0459
 BU0459                          STATION RECOVERY (1976)
 BU0459
 BU0459'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0459'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1216 ***********************************************************************
 CM1216  DESIGNATION -  E 13
 CM1216  PID         -  CM1216
 CM1216  STATE/COUNTY-  AL/LEE
 CM1216  USGS QUAD   -  LOACHAPOKA (1983)
 CM1216
 CM1216                         *CURRENT SURVEY CONTROL
 CM1216  ___________________________________________________________________
 CM1216* NAD 83(1986)-  32 35 55.     (N)    085 34 29.     (W)     SCALED    
 CM1216* NAVD 88     -       201.756  (meters)     661.93   (feet)  ADJUSTED  
 CM1216  ___________________________________________________________________
 CM1216  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CM1216  DYNAMIC HT  -         201.518 (meters)     661.15  (feet)  COMP
 CM1216  MODELED GRAV-     979,453.9   (mgal)                       NAVD 88
 CM1216
 CM1216  VERT ORDER  -  FIRST     CLASS II
 CM1216
 CM1216.The horizontal coordinates were scaled from a topographic map and have
 CM1216.an estimated accuracy of +/- 6 seconds.
 CM1216
 CM1216.The orthometric height was determined by differential leveling
 CM1216.and adjusted by the National Geodetic Survey in June 1991..
 CM1216
 CM1216.The geoid height was determined by GEOID03.
 CM1216
 CM1216.The dynamic height is computed by dividing the NAVD 88
 CM1216.geopotential number by the normal gravity value computed on the
 CM1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1216.degrees latitude (g = 980.6199 gals.).
 CM1216
 CM1216.The modeled gravity was interpolated from observed gravity values.
 CM1216
 CM1216;                    North         East    Units  Estimated Accuracy
 CM1216;SPC AL E     -   232,710.      224,280.      MT  (+/- 180 meters Scaled)
 CM1216
 CM1216                          SUPERSEDED SURVEY CONTROL
 CM1216
 CM1216  NGVD 29 (??/??/92)  201.72   (m)          661.8    (f) COMPUTED    1 2
 CM1216
 CM1216.Superseded values are not recommended for survey control.
 CM1216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1216.See file dsdata.txt to determine how the superseded data were derived.
 CM1216
 CM1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB337076(NAD 83)
 CM1216_MARKER: DB = BENCH MARK DISK
 CM1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1216_STAMPING: 661.829 E 13 1933
 CM1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1216+STABILITY: SURFACE MOTION
 CM1216
 CM1216  HISTORY     - Date     Condition        Report By
 CM1216  HISTORY     - 1933     MONUMENTED       CGS
 CM1216  HISTORY     - 1934     GOOD             NGS
 CM1216  HISTORY     - 1968     MARK NOT FOUND   NGS
 CM1216
 CM1216                          STATION DESCRIPTION
 CM1216
 CM1216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 CM1216'1.5 MI E FROM LOACHAPOKA.
 CM1216'1.5 MILES EAST ALONG THE WESTERN RAILWAY OF ALABAMA FROM THE
 CM1216'STATION AT LOACHAPOKA, LEE COUNTY, ABOUT 450 FEET EAST OF MILEPOST
 CM1216'M 53-A 122, 37 FEET SOUTH OF THE CENTERLINE OF U.S. HIGHWAY 29,
 CM1216'AND 30 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK, STAMPED 661.829
 CM1216'E 13 1933 AND SET IN THE TOP OF A CONCRETE POST.
 CM1216
 CM1216                          STATION RECOVERY (1968)
 CM1216
 CM1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CM1216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2199 ***********************************************************************
 CN2199  DESIGNATION -  E 130
 CN2199  PID         -  CN2199
 CN2199  STATE/COUNTY-  AL/DALLAS
 CN2199  USGS QUAD   -  ELM BLUFF (1987)
 CN2199
 CN2199                         *CURRENT SURVEY CONTROL
 CN2199  ___________________________________________________________________
 CN2199* NAD 83(1986)-  32 10 59.     (N)    087 02 47.     (W)     SCALED    
 CN2199* NAVD 88     -        44.242  (meters)     145.15   (feet)  ADJUSTED  
 CN2199  ___________________________________________________________________
 CN2199  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 CN2199  DYNAMIC HT  -          44.191 (meters)     144.98  (feet)  COMP
 CN2199  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 CN2199
 CN2199  VERT ORDER  -  SECOND    CLASS 0
 CN2199
 CN2199.The horizontal coordinates were scaled from a topographic map and have
 CN2199.an estimated accuracy of +/- 6 seconds.
 CN2199
 CN2199.The orthometric height was determined by differential leveling
 CN2199.and adjusted by the National Geodetic Survey in June 1991..
 CN2199
 CN2199.The geoid height was determined by GEOID03.
 CN2199
 CN2199.The dynamic height is computed by dividing the NAVD 88
 CN2199.geopotential number by the normal gravity value computed on the
 CN2199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2199.degrees latitude (g = 980.6199 gals.).
 CN2199
 CN2199.The modeled gravity was interpolated from observed gravity values.
 CN2199
 CN2199;                    North         East    Units  Estimated Accuracy
 CN2199;SPC AL W     -   242,110.      642,780.      MT  (+/- 180 meters Scaled)
 CN2199
 CN2199                          SUPERSEDED SURVEY CONTROL
 CN2199
 CN2199  NGVD 29 (??/??/92)   44.20   (m)          145.0    (f) COMPUTED    2 0
 CN2199
 CN2199.Superseded values are not recommended for survey control.
 CN2199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2199.See file dsdata.txt to determine how the superseded data were derived.
 CN2199
 CN2199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA956607(NAD 83)
 CN2199_MARKER: DB = BENCH MARK DISK
 CN2199_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2199_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2199_STAMPING: E 130 1943
 CN2199_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2199+STABILITY: SURFACE MOTION
 CN2199
 CN2199  HISTORY     - Date     Condition        Report By
 CN2199  HISTORY     - 1943     MONUMENTED       CGS
 CN2199
 CN2199                          STATION DESCRIPTION
 CN2199
 CN2199'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2199'8.6 MI SW FROM BERLIN.
 CN2199'8.6 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 43 FROM THE POST OFFICE AT
 CN2199'BERLIN, 150.0 FEET SOUTHWEST OF THE NORTHWEST END OF A CONCRETE
 CN2199'CULVERT, 59.0 FEET NORTHWEST OF CENTER-LINE OF HIGHWAY, 12.0 FEET WEST
 CN2199'OF A 10 INCH PINE TREE, 2.6 FEET SOUTHEAST OF A WIRE FENCE, 1.4 FEET
 CN2199'NORTHEAST OF REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST
 CN2199'PROJECTING ABOUT 0.3 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0908 ***********************************************************************
 BU0908  DESIGNATION -  E 131
 BU0908  PID         -  BU0908
 BU0908  STATE/COUNTY-  AL/WILCOX
 BU0908  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU0908
 BU0908                         *CURRENT SURVEY CONTROL
 BU0908  ___________________________________________________________________
 BU0908* NAD 83(1986)-  31 56 32.     (N)    087 20 26.     (W)     SCALED    
 BU0908* NAVD 88     -        69.201  (meters)     227.04   (feet)  ADJUSTED  
 BU0908  ___________________________________________________________________
 BU0908  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BU0908  DYNAMIC HT  -          69.120 (meters)     226.77  (feet)  COMP
 BU0908  MODELED GRAV-     979,460.8   (mgal)                       NAVD 88
 BU0908
 BU0908  VERT ORDER  -  SECOND    CLASS 0
 BU0908
 BU0908.The horizontal coordinates were scaled from a topographic map and have
 BU0908.an estimated accuracy of +/- 6 seconds.
 BU0908
 BU0908.The orthometric height was determined by differential leveling
 BU0908.and adjusted by the National Geodetic Survey in June 1991..
 BU0908
 BU0908.The geoid height was determined by GEOID03.
 BU0908
 BU0908.The dynamic height is computed by dividing the NAVD 88
 BU0908.geopotential number by the normal gravity value computed on the
 BU0908.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0908.degrees latitude (g = 980.6199 gals.).
 BU0908
 BU0908.The modeled gravity was interpolated from observed gravity values.
 BU0908
 BU0908;                    North         East    Units  Estimated Accuracy
 BU0908;SPC AL W     -   215,330.      615,080.      MT  (+/- 180 meters Scaled)
 BU0908
 BU0908                          SUPERSEDED SURVEY CONTROL
 BU0908
 BU0908  NGVD 29 (??/??/92)   69.168  (m)          226.93   (f) ADJ UNCH    2 0
 BU0908
 BU0908.Superseded values are not recommended for survey control.
 BU0908.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0908.See file dsdata.txt to determine how the superseded data were derived.
 BU0908
 BU0908_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA678340(NAD 83)
 BU0908_MARKER: DB = BENCH MARK DISK
 BU0908_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0908_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0908_STAMPING: E 131 1943
 BU0908_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0908+STABILITY: SURFACE MOTION
 BU0908
 BU0908  HISTORY     - Date     Condition        Report By
 BU0908  HISTORY     - 1943     MONUMENTED       CGS
 BU0908  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU0908
 BU0908                          STATION DESCRIPTION
 BU0908
 BU0908'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0908'5.0 MI SW FROM CAMDEN.
 BU0908'5.0 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE COURTHOUSE AT
 BU0908'CAMDEN, WILCOX COUNTY, AT GRAVEL CREEK BAPTIST CHURCH, IN THE
 BU0908'NORTHEAST CORNER OF THE CHURCHYARD, 84 FEET NORTHEAST OF THE CHURCH
 BU0908'BUILDING, 85 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 42 FEET
 BU0908'NORTH OF A LARGE OAK TREE, AND 1.8 FEET SOUTH OF A WOVEN-WIRE FENCE. A
 BU0908'STANDARD DISK, STAMPED E 131 1943 AND SET IN THE TOP OF A CONCRETE
 BU0908'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BU0908
 BU0908                          STATION RECOVERY (1972)
 BU0908
 BU0908'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU0908'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2070 ***********************************************************************
 CN2070  DESIGNATION -  E 132
 CN2070  PID         -  CN2070
 CN2070  STATE/COUNTY-  AL/DALLAS
 CN2070  USGS QUAD   -  TASSO (1987)
 CN2070
 CN2070                         *CURRENT SURVEY CONTROL
 CN2070  ___________________________________________________________________
 CN2070* NAD 83(1986)-  32 13 08.     (N)    087 13 54.     (W)     SCALED    
 CN2070* NAVD 88     -        58.945  (meters)     193.39   (feet)  ADJUSTED  
 CN2070  ___________________________________________________________________
 CN2070  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CN2070  DYNAMIC HT  -          58.879 (meters)     193.17  (feet)  COMP
 CN2070  MODELED GRAV-     979,510.1   (mgal)                       NAVD 88
 CN2070
 CN2070  VERT ORDER  -  SECOND    CLASS 0
 CN2070
 CN2070.The horizontal coordinates were scaled from a topographic map and have
 CN2070.an estimated accuracy of +/- 6 seconds.
 CN2070
 CN2070.The orthometric height was determined by differential leveling
 CN2070.and adjusted by the National Geodetic Survey in June 1991..
 CN2070
 CN2070.The geoid height was determined by GEOID03.
 CN2070
 CN2070.The dynamic height is computed by dividing the NAVD 88
 CN2070.geopotential number by the normal gravity value computed on the
 CN2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2070.degrees latitude (g = 980.6199 gals.).
 CN2070
 CN2070.The modeled gravity was interpolated from observed gravity values.
 CN2070
 CN2070;                    North         East    Units  Estimated Accuracy
 CN2070;SPC AL W     -   246,030.      625,290.      MT  (+/- 180 meters Scaled)
 CN2070
 CN2070                          SUPERSEDED SURVEY CONTROL
 CN2070
 CN2070  NGVD 29 (??/??/92)   58.904  (m)          193.25   (f) ADJ UNCH    2 0
 CN2070
 CN2070.Superseded values are not recommended for survey control.
 CN2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2070.See file dsdata.txt to determine how the superseded data were derived.
 CN2070
 CN2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA781647(NAD 83)
 CN2070_MARKER: DB = BENCH MARK DISK
 CN2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2070_STAMPING: E 132 1943
 CN2070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2070+STABILITY: SURFACE MOTION
 CN2070
 CN2070  HISTORY     - Date     Condition        Report By
 CN2070  HISTORY     - 1943     MONUMENTED       CGS
 CN2070
 CN2070                          STATION DESCRIPTION
 CN2070
 CN2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2070'6.1 MI SE FROM ORRVILLE.
 CN2070'6.1 MILES SOUTHEAST ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 CN2070'ORRVILLE, AT THE DRIVE-WAY LEADING WEST TO AN UNPAINTED FRAME HOUSE,
 CN2070'137.0 FEET NORTH OF A Y JUNCTION OF THE ROAD, 93.5 FEET EAST OF THE
 CN2070'SOUTHEAST CORNER OF THE HOUSE, 37.0 FEET WEST OF CENTER-LINE OF ROAD,
 CN2070'12.0 FEET NORTH OF CENTER-LINE OF DRIVE-WAY, 1.1 FEET EAST OF
 CN2070'REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 CN2070'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1240 ***********************************************************************
 BU1240  DESIGNATION -  E 133
 BU1240  PID         -  BU1240
 BU1240  STATE/COUNTY-  AL/MONROE
 BU1240  USGS QUAD   -  HYBART (1973)
 BU1240
 BU1240                         *CURRENT SURVEY CONTROL
 BU1240  ___________________________________________________________________
 BU1240* NAD 83(1986)-  31 48 31.     (N)    087 28 32.     (W)     SCALED    
 BU1240* NAVD 88     -        34.278  (meters)     112.46   (feet)  ADJUSTED  
 BU1240  ___________________________________________________________________
 BU1240  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1240  DYNAMIC HT  -          34.237 (meters)     112.33  (feet)  COMP
 BU1240  MODELED GRAV-     979,444.5   (mgal)                       NAVD 88
 BU1240
 BU1240  VERT ORDER  -  SECOND    CLASS 0
 BU1240
 BU1240.The horizontal coordinates were scaled from a topographic map and have
 BU1240.an estimated accuracy of +/- 6 seconds.
 BU1240
 BU1240.The orthometric height was determined by differential leveling
 BU1240.and adjusted by the National Geodetic Survey in June 1991..
 BU1240
 BU1240.The geoid height was determined by GEOID03.
 BU1240
 BU1240.The dynamic height is computed by dividing the NAVD 88
 BU1240.geopotential number by the normal gravity value computed on the
 BU1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1240.degrees latitude (g = 980.6199 gals.).
 BU1240
 BU1240.The modeled gravity was interpolated from observed gravity values.
 BU1240
 BU1240;                    North         East    Units  Estimated Accuracy
 BU1240;SPC AL W     -   200,500.      602,310.      MT  (+/- 180 meters Scaled)
 BU1240
 BU1240                          SUPERSEDED SURVEY CONTROL
 BU1240
 BU1240  NGVD 29 (??/??/92)   34.247  (m)          112.36   (f) ADJ UNCH    2 0
 BU1240
 BU1240.Superseded values are not recommended for survey control.
 BU1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1240.See file dsdata.txt to determine how the superseded data were derived.
 BU1240
 BU1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA549193(NAD 83)
 BU1240_MARKER: DB = BENCH MARK DISK
 BU1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1240_STAMPING: E 133 1943
 BU1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1240+STABILITY: SURFACE MOTION
 BU1240
 BU1240  HISTORY     - Date     Condition        Report By
 BU1240  HISTORY     - 1943     MONUMENTED       CGS
 BU1240
 BU1240                          STATION DESCRIPTION
 BU1240
 BU1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU1240'5.4 MI SE FROM LOWER PEACH TREE.
 BU1240'1.2 MILES SOUTHEAST ALONG A GRAVEL COUNTY ROAD.  THENCE, 4.2 MILES
 BU1240'SOUTHEAST ALONG THE BELLES LANDING GRADED ROAD FROM THE POST OFFICE AT
 BU1240'LOWER PEACH TREE, 0.4 MILE SOUTHEAST OF AN OLD FRAME CHURCH BUILDING,
 BU1240'AT A DRIVE-WAY LEADING NORTH TO AN UNPAINTED FRAME HOUSE, 400.0 FEET
 BU1240'SOUTH OF THE HOUSE, 38.3 FEET NORTH OF CENTER-LINE OF ROAD, 29.0 FEET
 BU1240'WEST OF CENTER-LINE OF DRIVE-WAY, 32.9 FEET EAST OF A LARGE OAK TREE
 BU1240'WITH A TRIANGULAR BLAZE, 1.2 FEET NORTH OF REFERENCE POST, A DISK SET
 BU1240'IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0920 ***********************************************************************
 BU0920  DESIGNATION -  E 134
 BU0920  PID         -  BU0920
 BU0920  STATE/COUNTY-  AL/MONROE
 BU0920  USGS QUAD   -  NATCHEZ (1972)
 BU0920
 BU0920                         *CURRENT SURVEY CONTROL
 BU0920  ___________________________________________________________________
 BU0920* NAD 83(1986)-  31 43 57.     (N)    087 20 50.     (W)     SCALED    
 BU0920* NAVD 88     -       133.187  (meters)     436.96   (feet)  ADJUSTED  
 BU0920  ___________________________________________________________________
 BU0920  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU0920  DYNAMIC HT  -         133.026 (meters)     436.44  (feet)  COMP
 BU0920  MODELED GRAV-     979,429.0   (mgal)                       NAVD 88
 BU0920
 BU0920  VERT ORDER  -  SECOND    CLASS 0
 BU0920
 BU0920.The horizontal coordinates were scaled from a topographic map and have
 BU0920.an estimated accuracy of +/- 6 seconds.
 BU0920
 BU0920.The orthometric height was determined by differential leveling
 BU0920.and adjusted by the National Geodetic Survey in June 1991..
 BU0920
 BU0920.The geoid height was determined by GEOID03.
 BU0920
 BU0920.The dynamic height is computed by dividing the NAVD 88
 BU0920.geopotential number by the normal gravity value computed on the
 BU0920.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0920.degrees latitude (g = 980.6199 gals.).
 BU0920
 BU0920.The modeled gravity was interpolated from observed gravity values.
 BU0920
 BU0920;                    North         East    Units  Estimated Accuracy
 BU0920;SPC AL W     -   192,080.      614,480.      MT  (+/- 180 meters Scaled)
 BU0920
 BU0920                          SUPERSEDED SURVEY CONTROL
 BU0920
 BU0920  NGVD 29 (??/??/92)  133.160  (m)          436.88   (f) ADJ UNCH    2 0
 BU0920
 BU0920.Superseded values are not recommended for survey control.
 BU0920.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0920.See file dsdata.txt to determine how the superseded data were derived.
 BU0920
 BU0920_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA671108(NAD 83)
 BU0920_MARKER: DB = BENCH MARK DISK
 BU0920_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0920_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0920_STAMPING: E 134 1943
 BU0920_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0920+STABILITY: SURFACE MOTION
 BU0920
 BU0920  HISTORY     - Date     Condition        Report By
 BU0920  HISTORY     - 1943     MONUMENTED       CGS
 BU0920
 BU0920                          STATION DESCRIPTION
 BU0920
 BU0920'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0920'5.9 MI NE FROM FRANKLIN.
 BU0920'0.8 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 BU0920'FRANKLIN, MONROE COUNTY, THENCE 5.1 MILES EAST ALONG THE
 BU0920'FRANKLIN-BEATRICE GRADED ROAD.  28 FEET NORTHWEST OF THE CENTER LINE
 BU0920'OF THE ROAD, 103 FEET WEST OF THE RED HILL CHURCH, 10.3 FEET NORTHWEST
 BU0920'OF THE SOUTH CORNER FENCE POST OF THE RED HILL CEMETERY, AND 1.2 FEET
 BU0920'SOUTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E
 BU0920'134 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT
 BU0920'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1164 ***********************************************************************
 CN1164  DESIGNATION -  E 135
 CN1164  PID         -  CN1164
 CN1164  STATE/COUNTY-  AL/CHILTON
 CN1164  USGS QUAD   -  PLANTERSVILLE (1982)
 CN1164
 CN1164                         *CURRENT SURVEY CONTROL
 CN1164  ___________________________________________________________________
 CN1164* NAD 83(1986)-  32 43 20.     (N)    086 54 17.     (W)     SCALED    
 CN1164* NAVD 88     -        85.189  (meters)     279.49   (feet)  ADJUSTED  
 CN1164  ___________________________________________________________________
 CN1164  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CN1164  DYNAMIC HT  -          85.091 (meters)     279.17  (feet)  COMP
 CN1164  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 CN1164
 CN1164  VERT ORDER  -  FIRST     CLASS II
 CN1164
 CN1164.The horizontal coordinates were scaled from a topographic map and have
 CN1164.an estimated accuracy of +/- 6 seconds.
 CN1164
 CN1164.The orthometric height was determined by differential leveling
 CN1164.and adjusted by the National Geodetic Survey in June 1991..
 CN1164
 CN1164.The geoid height was determined by GEOID03.
 CN1164
 CN1164.The dynamic height is computed by dividing the NAVD 88
 CN1164.geopotential number by the normal gravity value computed on the
 CN1164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1164.degrees latitude (g = 980.6199 gals.).
 CN1164
 CN1164.The modeled gravity was interpolated from observed gravity values.
 CN1164
 CN1164;                    North         East    Units  Estimated Accuracy
 CN1164;SPC AL W     -   301,970.      655,800.      MT  (+/- 180 meters Scaled)
 CN1164
 CN1164                          SUPERSEDED SURVEY CONTROL
 CN1164
 CN1164  NGVD 29 (??/??/92)   85.16   (m)          279.4    (f) COMPUTED    1 2
 CN1164
 CN1164.Superseded values are not recommended for survey control.
 CN1164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1164.See file dsdata.txt to determine how the superseded data were derived.
 CN1164
 CN1164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB089204(NAD 83)
 CN1164_MARKER: DB = BENCH MARK DISK
 CN1164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1164_STAMPING: E 135 1943
 CN1164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1164+STABILITY: SURFACE MOTION
 CN1164
 CN1164  HISTORY     - Date     Condition        Report By
 CN1164  HISTORY     - 1943     MONUMENTED       CGS
 CN1164  HISTORY     - 1981     MARK NOT FOUND   NGS
 CN1164
 CN1164                          STATION DESCRIPTION
 CN1164
 CN1164'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN1164'0.9 MI S FROM STANTON.
 CN1164'0.9 MILE SOUTH OF THE POSTOFFICE AT STANTON, ALONG THE SOUTHERN
 CN1164'RAILROAD, 17 FEET EAST OF THE EAST RAIL, 77.7 FEET SOUTH OF A PRIVATE
 CN1164'ROAD CROSSING, 2 FEET WEST OF A TELEPHONE POLE, 17.5 FEET WEST OF A
 CN1164'WIRE FENCE, ABOUT 0.2 MILE SOUTH OF A WATER TANK, BENCH MARK DISK SET
 CN1164'IN TOP OF CONCRETE POST.
 CN1164
 CN1164                          STATION RECOVERY (1981)
 CN1164
 CN1164'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CN1164'SEARCHED FOR AND NOT RECOVERED, EVIDENCE THAT THE MARK WAS SEARCHED
 CN1164'FOR BY STATE OR LOCAL SURVEYORS BUT WAS NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1780 ***********************************************************************
 CN1780  DESIGNATION -  E 136
 CN1780  PID         -  CN1780
 CN1780  STATE/COUNTY-  AL/DALLAS
 CN1780  USGS QUAD   -  SELMA (1977)
 CN1780
 CN1780                         *CURRENT SURVEY CONTROL
 CN1780  ___________________________________________________________________
 CN1780* NAD 83(1986)-  32 25 35.     (N)    087 05 21.     (W)     SCALED    
 CN1780* NAVD 88     -        44.465  (meters)     145.88   (feet)  ADJUSTED  
 CN1780  ___________________________________________________________________
 CN1780  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CN1780  DYNAMIC HT  -          44.414 (meters)     145.71  (feet)  COMP
 CN1780  MODELED GRAV-     979,494.1   (mgal)                       NAVD 88
 CN1780
 CN1780  VERT ORDER  -  FIRST     CLASS I
 CN1780
 CN1780.The horizontal coordinates were scaled from a topographic map and have
 CN1780.an estimated accuracy of +/- 6 seconds.
 CN1780
 CN1780.The orthometric height was determined by differential leveling
 CN1780.and adjusted by the National Geodetic Survey in June 1991..
 CN1780.WARNING-Repeat measurements at this control monument indicate possible
 CN1780.vertical movement.
 CN1780
 CN1780.The geoid height was determined by GEOID03.
 CN1780
 CN1780.The dynamic height is computed by dividing the NAVD 88
 CN1780.geopotential number by the normal gravity value computed on the
 CN1780.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1780.degrees latitude (g = 980.6199 gals.).
 CN1780
 CN1780.The modeled gravity was interpolated from observed gravity values.
 CN1780
 CN1780;                    North         East    Units  Estimated Accuracy
 CN1780;SPC AL W     -   269,080.      638,640.      MT  (+/- 180 meters Scaled)
 CN1780
 CN1780                          SUPERSEDED SURVEY CONTROL
 CN1780
 CN1780  NGVD 29 (??/??/??)   44.447  (m)          145.82   (f) ADJUSTED    1 1
 CN1780
 CN1780.Superseded values are not recommended for survey control.
 CN1780.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1780.See file dsdata.txt to determine how the superseded data were derived.
 CN1780
 CN1780_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA916877(NAD 83)
 CN1780_MARKER: DB = BENCH MARK DISK
 CN1780_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1780_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1780_STAMPING: E 136 1943
 CN1780_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1780+STABILITY: SURFACE MOTION
 CN1780
 CN1780  HISTORY     - Date     Condition        Report By
 CN1780  HISTORY     - 1943     MONUMENTED       CGS
 CN1780  HISTORY     - 1968     GOOD             NGS
 CN1780
 CN1780                          STATION DESCRIPTION
 CN1780
 CN1780'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN1780'4.65 MI W FROM SELMA.
 CN1780'ABOUT 0.7 MILE NORTH ALONG BROAD STREET WHICH IS U.S. HIGHWAY 80 FROM
 CN1780'THE NORTH END OF THE EDMUND PETTUS BRIDGE OVER THE ALABAMA RIVER AT
 CN1780'SELMA, THENCE 3.95 MILES WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY
 CN1780'SYSTEM, IN SECTION 29, T 17 N, R 10 E, 0.35 MILE WEST OF A CROSSING OF
 CN1780'THE RAILROAD AND A PAVED ROAD, AT A CROSSING OF THE RAILROAD AND AN
 CN1780'ABANDONED PRIVATE ROAD, 0.1 MILE EAST OF MILEPOST 198, 24 1/2 FEET
 CN1780'SOUTH OF THE SOUTH RAIL OF THE TRACK, 15 FEET NORTH OF THE CENTERLINE
 CN1780'OF A TRAIL ROAD WHICH PARALLELS THE TRACK, 1.0 FOOT WEST OF A METAL
 CN1780'WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK, AND SET IN
 CN1780'THE TOP OF A CONCRETE POST WHICH PROJECTS 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1657 ***********************************************************************
 CN1657  DESIGNATION -  E 137
 CN1657  PID         -  CN1657
 CN1657  STATE/COUNTY-  AL/PERRY
 CN1657  USGS QUAD   -  SUMMERFIELD (1987)
 CN1657
 CN1657                         *CURRENT SURVEY CONTROL
 CN1657  ___________________________________________________________________
 CN1657* NAD 83(1986)-  32 37 05.     (N)    087 05 56.     (W)     SCALED    
 CN1657* NAVD 88     -        74.897  (meters)     245.72   (feet)  ADJUSTED  
 CN1657  ___________________________________________________________________
 CN1657  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CN1657  DYNAMIC HT  -          74.810 (meters)     245.44  (feet)  COMP
 CN1657  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CN1657
 CN1657  VERT ORDER  -  SECOND    CLASS 0
 CN1657
 CN1657.The horizontal coordinates were scaled from a topographic map and have
 CN1657.an estimated accuracy of +/- 6 seconds.
 CN1657
 CN1657.The orthometric height was determined by differential leveling
 CN1657.and adjusted by the National Geodetic Survey in June 1991..
 CN1657
 CN1657.The geoid height was determined by GEOID03.
 CN1657
 CN1657.The dynamic height is computed by dividing the NAVD 88
 CN1657.geopotential number by the normal gravity value computed on the
 CN1657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1657.degrees latitude (g = 980.6199 gals.).
 CN1657
 CN1657.The modeled gravity was interpolated from observed gravity values.
 CN1657
 CN1657;                    North         East    Units  Estimated Accuracy
 CN1657;SPC AL W     -   290,330.      637,640.      MT  (+/- 180 meters Scaled)
 CN1657
 CN1657                          SUPERSEDED SURVEY CONTROL
 CN1657
 CN1657  NGVD 29 (??/??/92)   74.861  (m)          245.61   (f) ADJ UNCH    2 0
 CN1657
 CN1657.Superseded values are not recommended for survey control.
 CN1657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1657.See file dsdata.txt to determine how the superseded data were derived.
 CN1657
 CN1657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB907089(NAD 83)
 CN1657_MARKER: DB = BENCH MARK DISK
 CN1657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1657_STAMPING: E 137 1943
 CN1657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1657+STABILITY: SURFACE MOTION
 CN1657
 CN1657  HISTORY     - Date     Condition        Report By
 CN1657  HISTORY     - 1943     MONUMENTED       CGS
 CN1657
 CN1657                          STATION DESCRIPTION
 CN1657
 CN1657'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN1657'1.3 MI E FROM PERRYVILLE.
 CN1657'1.3 MILES EAST OF THE POSTOFFICE AT PERRYVILLE, ALONG GRADED COUNTY
 CN1657'ROAD, SET AT A Y INTERSECTION, 30 FEET WEST OF CENTER-LINE OF ROAD
 CN1657'LEADING NORTH AND SOUTH, 83.8 FEET WEST OF THE CENTER OF THE Y
 CN1657'INTERSECTION, SET IN A WOODED SECTION, 1 FOOT EAST OF REFERENCE POST,
 CN1657'BENCH MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1153 ***********************************************************************
 CN1153  DESIGNATION -  E 138
 CN1153  PID         -  CN1153
 CN1153  STATE/COUNTY-  AL/BIBB
 CN1153  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1153
 CN1153                         *CURRENT SURVEY CONTROL
 CN1153  ___________________________________________________________________
 CN1153* NAD 83(1986)-  32 50 44.     (N)    086 52 57.     (W)     SCALED    
 CN1153* NAVD 88     -       115.337  (meters)     378.40   (feet)  ADJUSTED  
 CN1153  ___________________________________________________________________
 CN1153  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN1153  DYNAMIC HT  -         115.205 (meters)     377.97  (feet)  COMP
 CN1153  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 CN1153
 CN1153  VERT ORDER  -  FIRST     CLASS II
 CN1153
 CN1153.The horizontal coordinates were scaled from a topographic map and have
 CN1153.an estimated accuracy of +/- 6 seconds.
 CN1153
 CN1153.The orthometric height was determined by differential leveling
 CN1153.and adjusted by the National Geodetic Survey in June 1991..
 CN1153
 CN1153.The geoid height was determined by GEOID03.
 CN1153
 CN1153.The dynamic height is computed by dividing the NAVD 88
 CN1153.geopotential number by the normal gravity value computed on the
 CN1153.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1153.degrees latitude (g = 980.6199 gals.).
 CN1153
 CN1153.The modeled gravity was interpolated from observed gravity values.
 CN1153
 CN1153;                    North         East    Units  Estimated Accuracy
 CN1153;SPC AL W     -   315,650.      657,800.      MT  (+/- 180 meters Scaled)
 CN1153
 CN1153                          SUPERSEDED SURVEY CONTROL
 CN1153
 CN1153  NGVD 29 (??/??/92)  115.29   (m)          378.2    (f) COMPUTED    1 2
 CN1153
 CN1153.Superseded values are not recommended for survey control.
 CN1153.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1153.See file dsdata.txt to determine how the superseded data were derived.
 CN1153
 CN1153_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB109341(NAD 83)
 CN1153_MARKER: DB = BENCH MARK DISK
 CN1153_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1153_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1153_STAMPING: E 138 1943
 CN1153_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1153+STABILITY: SURFACE MOTION
 CN1153
 CN1153  HISTORY     - Date     Condition        Report By
 CN1153  HISTORY     - 1943     MONUMENTED       CGS
 CN1153  HISTORY     - 1949     GOOD             NGS
 CN1153  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1153  HISTORY     - 1981     MARK NOT FOUND   NGS
 CN1153
 CN1153                          STATION DESCRIPTION
 CN1153
 CN1153'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1153'4.0 MI N FROM MAPLESVILLE.
 CN1153'ABOUT 4.0 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1153'MAPLESVILLE, ABOUT 110 YARDS NORTH OF MILE POST 157, AT A SMALL
 CN1153'EAST-WEST ROAD CROSSING, 18 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CN1153'43 FEET NORTHEAST OF THE CENTER OF THE CROSSING, 40.2 FEET
 CN1153'EAST-NORTHEAST OF THE NEAR RAIL OF THE TRACK, 93 FEET NORTHEAST AND
 CN1153'ACROSS THE ROAD AND TRACK FROM A 26-INCH OAK TREE, 1 FOOT EAST OF A
 CN1153'WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP
 CN1153'OF A CONCRETE POST PROJECTING 1 INCH.
 CN1153
 CN1153                          STATION RECOVERY (1971)
 CN1153
 CN1153'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1153'MARK NOT FOUND.
 CN1153
 CN1153                          STATION RECOVERY (1981)
 CN1153
 CN1153'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CN1153'SEARCHED FOR AND NOT RECOVERED, DESCRIPTION NOW INADEQUATE, THE ROAD
 CN1153'CROSSING HAS BEEN DONE AWAY WITH FOR MANY YEARS AND THE AREA IS
 CN1153'NOW A FOREST OF NEW PINES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2643 ***********************************************************************
 CN2643  DESIGNATION -  E 139
 CN2643  PID         -  CN2643
 CN2643  STATE/COUNTY-  AL/GREENE
 CN2643  USGS QUAD   -  FORKLAND (1979)
 CN2643
 CN2643                         *CURRENT SURVEY CONTROL
 CN2643  ___________________________________________________________________
 CN2643* NAD 83(1986)-  32 43 43.     (N)    087 59 29.     (W)     SCALED    
 CN2643* NAVD 88     -        72.355  (meters)     237.38   (feet)  ADJUSTED  
 CN2643  ___________________________________________________________________
 CN2643  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CN2643  DYNAMIC HT  -          72.273 (meters)     237.12  (feet)  COMP
 CN2643  MODELED GRAV-     979,506.8   (mgal)                       NAVD 88
 CN2643
 CN2643  VERT ORDER  -  SECOND    CLASS 0
 CN2643
 CN2643.The horizontal coordinates were scaled from a topographic map and have
 CN2643.an estimated accuracy of +/- 6 seconds.
 CN2643
 CN2643.The orthometric height was determined by differential leveling
 CN2643.and adjusted by the National Geodetic Survey in June 1991..
 CN2643
 CN2643.The geoid height was determined by GEOID03.
 CN2643
 CN2643.The dynamic height is computed by dividing the NAVD 88
 CN2643.geopotential number by the normal gravity value computed on the
 CN2643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2643.degrees latitude (g = 980.6199 gals.).
 CN2643
 CN2643.The modeled gravity was interpolated from observed gravity values.
 CN2643
 CN2643;                    North         East    Units  Estimated Accuracy
 CN2643;SPC AL W     -   302,620.      553,940.      MT  (+/- 180 meters Scaled)
 CN2643
 CN2643                          SUPERSEDED SURVEY CONTROL
 CN2643
 CN2643  NGVD 29 (??/??/92)   72.328  (m)          237.30   (f) ADJ UNCH    2 0
 CN2643
 CN2643.Superseded values are not recommended for survey control.
 CN2643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2643.See file dsdata.txt to determine how the superseded data were derived.
 CN2643
 CN2643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB071216(NAD 83)
 CN2643_MARKER: DB = BENCH MARK DISK
 CN2643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2643_STAMPING: E 139 1943
 CN2643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2643+STABILITY: SURFACE MOTION
 CN2643
 CN2643  HISTORY     - Date     Condition        Report By
 CN2643  HISTORY     - 1943     MONUMENTED       CGS
 CN2643
 CN2643                          STATION DESCRIPTION
 CN2643
 CN2643'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2643'3.1 MI SE FROM BOLIGEE.
 CN2643'3.1 MILES SOUTHEAST OF THE SOUTHERN RAILROAD STATION AT BOLIGEE, ALONG
 CN2643'GRADED COUNTY ROAD, SET ON TOP OF A LONG HILL, 41 FEET SOUTH OF THE
 CN2643'GRADED ROAD, 18 FEET WEST OF A CORNER FENCE POST, 2 FEET NORTH OF A
 CN2643'WIRE FENCE, 1 FOOT NORTH OF REFERENCE POST, BENCH MARK DISK SET IN TOP
 CN2643'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1448 ***********************************************************************
 CN1448  DESIGNATION -  E 140
 CN1448  PID         -  CN1448
 CN1448  STATE/COUNTY-  AL/AUTAUGA
 CN1448  USGS QUAD   -  WHITE CITY (1987)
 CN1448
 CN1448                         *CURRENT SURVEY CONTROL
 CN1448  ___________________________________________________________________
 CN1448* NAD 83(1986)-  32 42 02.     (N)    086 30 21.     (W)     SCALED    
 CN1448* NAVD 88     -       202.839  (meters)     665.48   (feet)  ADJUSTED  
 CN1448  ___________________________________________________________________
 CN1448  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CN1448  DYNAMIC HT  -         202.607 (meters)     664.72  (feet)  COMP
 CN1448  MODELED GRAV-     979,489.6   (mgal)                       NAVD 88
 CN1448
 CN1448  VERT ORDER  -  SECOND    CLASS 0
 CN1448
 CN1448.The horizontal coordinates were scaled from a topographic map and have
 CN1448.an estimated accuracy of +/- 6 seconds.
 CN1448
 CN1448.The orthometric height was determined by differential leveling
 CN1448.and adjusted by the National Geodetic Survey in June 1991..
 CN1448
 CN1448.The geoid height was determined by GEOID03.
 CN1448
 CN1448.The dynamic height is computed by dividing the NAVD 88
 CN1448.geopotential number by the normal gravity value computed on the
 CN1448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1448.degrees latitude (g = 980.6199 gals.).
 CN1448
 CN1448.The modeled gravity was interpolated from observed gravity values.
 CN1448
 CN1448;                    North         East    Units  Estimated Accuracy
 CN1448;SPC AL W     -   299,840.      693,220.      MT  (+/- 180 meters Scaled)
 CN1448
 CN1448                          SUPERSEDED SURVEY CONTROL
 CN1448
 CN1448  NGVD 29 (??/??/92)  202.800  (m)          665.35   (f) ADJ UNCH    2 0
 CN1448
 CN1448.Superseded values are not recommended for survey control.
 CN1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1448.See file dsdata.txt to determine how the superseded data were derived.
 CN1448
 CN1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB463181(NAD 83)
 CN1448_MARKER: DB = BENCH MARK DISK
 CN1448_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 CN1448_SP_SET: PREFAB CONC. POST IN EARTH
 CN1448_STAMPING: E 140 1943
 CN1448_MARK LOGO: CGS   
 CN1448_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN1448_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1448_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN1448+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 CN1448
 CN1448  HISTORY     - Date     Condition        Report By
 CN1448  HISTORY     - 1943     MONUMENTED       CGS
 CN1448  HISTORY     - 1961     GOOD             NGS
 CN1448  HISTORY     - 19900424 GOOD             ALHD
 CN1448  HISTORY     - 20040412 GOOD             ALHD
 CN1448
 CN1448                          STATION DESCRIPTION
 CN1448
 CN1448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 CN1448'7.6 MI E FROM WHITE CITY.
 CN1448'THE MARK IS LOCATED 7.6 MILES ALONG THE BLACK TOP ROAD LEADING TO
 CN1448'MARBURY FROM THE CHURCH AND SCHOOL AT WHITE CITY, IN THE NORTHEAST
 CN1448'ANGLE OF THE JUNCTION WITH A ROAD LEADING NORTH AND IN THE SOUTHEAST
 CN1448'CORNER OF A CULTIVATED FIELD.  IT IS 42 FEET NORTH OF THE CENTER OF
 CN1448'THE BLACK TOP ROAD, 22 FEET WEST OF THE CENTER OF THE ROAD LEADING
 CN1448'NORTH 242 FEET NORTHEAST OF THE NORTHEAST CORNER OF A HOUSE WITH RED
 CN1448'BRICK IMITATION SIDEING AN A CHIMNEY ON THE EAST AND WEST ENDS OF THE
 CN1448'HOUSE, AND 1 FOOT NORTHEAST OF A METAL WITNESS POST.  IT IS A STANDARD
 CN1448'DISK, STAMPED E 140 1943, SET IN THE TOP OF A 6-INCH SQUARE CONCRETE
 CN1448'POST PROJECTING 4 INCHES.  NOTE-- THE HIGHWAY DEPARTMENT FAILED TO
 CN1448'CHECK THE ELEVATION OF THIS MARK BY 0.5 FOOT DURING THE CONSTRUCTION
 CN1448'OF THE NEW ROAD.  THE MARK WAS INVESTIGATED BUT FIND NO PHYSICAL
 CN1448'DAMAGE TO THE MARK OR INDICATIONS THAT THE MARK HAD BEEN MOVED OR
 CN1448'TAMPERED WITH.
 CN1448
 CN1448                          STATION RECOVERY (1990)
 CN1448
 CN1448'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN1448'RECOVERED IN GOOD CONDITION.
 CN1448
 CN1448                          STATION RECOVERY (2004)
 CN1448
 CN1448'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CN1448'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0933 ***********************************************************************
 CN0933  DESIGNATION -  E 141
 CN0933  PID         -  CN0933
 CN0933  STATE/COUNTY-  AL/AUTAUGA
 CN0933  USGS QUAD   -  AUTAUGAVILLE (1982)
 CN0933
 CN0933                         *CURRENT SURVEY CONTROL
 CN0933  ___________________________________________________________________
 CN0933* NAD 83(1986)-  32 26 08.     (N)    086 39 21.     (W)     SCALED    
 CN0933* NAVD 88     -        49.266  (meters)     161.63   (feet)  ADJUSTED  
 CN0933  ___________________________________________________________________
 CN0933  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CN0933  DYNAMIC HT  -          49.210 (meters)     161.45  (feet)  COMP
 CN0933  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 CN0933
 CN0933  VERT ORDER  -  SECOND    CLASS 0
 CN0933
 CN0933.The horizontal coordinates were scaled from a topographic map and have
 CN0933.an estimated accuracy of +/- 6 seconds.
 CN0933
 CN0933.The orthometric height was determined by differential leveling
 CN0933.and adjusted by the National Geodetic Survey in June 1991..
 CN0933
 CN0933.The geoid height was determined by GEOID03.
 CN0933
 CN0933.The dynamic height is computed by dividing the NAVD 88
 CN0933.geopotential number by the normal gravity value computed on the
 CN0933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0933.degrees latitude (g = 980.6199 gals.).
 CN0933
 CN0933.The modeled gravity was interpolated from observed gravity values.
 CN0933
 CN0933;                    North         East    Units  Estimated Accuracy
 CN0933;SPC AL W     -   270,330.      679,390.      MT  (+/- 180 meters Scaled)
 CN0933
 CN0933                          SUPERSEDED SURVEY CONTROL
 CN0933
 CN0933  NGVD 29 (??/??/92)   49.241  (m)          161.55   (f) ADJ UNCH    2 0
 CN0933
 CN0933.Superseded values are not recommended for survey control.
 CN0933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0933.See file dsdata.txt to determine how the superseded data were derived.
 CN0933
 CN0933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA323887(NAD 83)
 CN0933_MARKER: DB = BENCH MARK DISK
 CN0933_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0933_SP_SET: BUILDING
 CN0933_STAMPING: E 141 1943
 CN0933_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0933
 CN0933  HISTORY     - Date     Condition        Report By
 CN0933  HISTORY     - 1943     MONUMENTED       CGS
 CN0933  HISTORY     - 1949     GOOD             NGS
 CN0933
 CN0933                          STATION DESCRIPTION
 CN0933
 CN0933'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0933'IN AUTAUGAVILLE.
 CN0933'AT AUTAUGAVILLE, SET VERTICALLY IN THE SOUTH FACE AT THE SOUTHWEST
 CN0933'CORNER OF THE POST OFFICE, 3 1/2 FEET ABOVE THE SIDE WALK, 1 1/2 FEET
 CN0933'EAST OF THE SOUTHWEST CORNER OF THE BUILDING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0793 ***********************************************************************
 CN0793  DESIGNATION -  E 142
 CN0793  PID         -  CN0793
 CN0793  STATE/COUNTY-  AL/AUTAUGA
 CN0793  USGS QUAD   -  DURANT BEND (1982)
 CN0793
 CN0793                         *CURRENT SURVEY CONTROL
 CN0793  ___________________________________________________________________
 CN0793* NAD 83(1986)-  32 27 29.     (N)    086 46 59.     (W)     SCALED    
 CN0793* NAVD 88     -        96.213  (meters)     315.66   (feet)  ADJUSTED  
 CN0793  ___________________________________________________________________
 CN0793  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CN0793  DYNAMIC HT  -          96.103 (meters)     315.30  (feet)  COMP
 CN0793  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CN0793
 CN0793  VERT ORDER  -  SECOND    CLASS 0
 CN0793
 CN0793.The horizontal coordinates were scaled from a topographic map and have
 CN0793.an estimated accuracy of +/- 6 seconds.
 CN0793
 CN0793.The orthometric height was determined by differential leveling
 CN0793.and adjusted by the National Geodetic Survey in June 1991..
 CN0793
 CN0793.The geoid height was determined by GEOID03.
 CN0793
 CN0793.The dynamic height is computed by dividing the NAVD 88
 CN0793.geopotential number by the normal gravity value computed on the
 CN0793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0793.degrees latitude (g = 980.6199 gals.).
 CN0793
 CN0793.The modeled gravity was interpolated from observed gravity values.
 CN0793
 CN0793;                    North         East    Units  Estimated Accuracy
 CN0793;SPC AL W     -   272,740.      667,400.      MT  (+/- 180 meters Scaled)
 CN0793
 CN0793                          SUPERSEDED SURVEY CONTROL
 CN0793
 CN0793  NGVD 29 (??/??/92)   96.177  (m)          315.54   (f) ADJ UNCH    2 0
 CN0793
 CN0793.Superseded values are not recommended for survey control.
 CN0793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0793.See file dsdata.txt to determine how the superseded data were derived.
 CN0793
 CN0793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA203912(NAD 83)
 CN0793_MARKER: DB = BENCH MARK DISK
 CN0793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0793_STAMPING: E 142 1943
 CN0793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0793+STABILITY: SURFACE MOTION
 CN0793
 CN0793  HISTORY     - Date     Condition        Report By
 CN0793  HISTORY     - 1943     MONUMENTED       CGS
 CN0793
 CN0793                          STATION DESCRIPTION
 CN0793
 CN0793'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0793'7.6 MI E FROM BURNSVILLE.
 CN0793'IN AUTAUGA COUNTY, 7.6 MILES EAST ALONG STATE HIGHWAY 14 FROM THE POST
 CN0793'OFFICE AT BURNSVILLE, DALLAS COUNTY, IN THE INTERSECTION OF A SIDE
 CN0793'ROAD LEADING NORTH TO A CHURCH, 39 FEET NORTH OF THE CENTERLINE OF THE
 CN0793'HIGHWAY, 37 FEET EAST OF THE CENTERLINE OF THE SIDE ROAD, AND 1.6 FEET
 CN0793'SOUTH OF THE REFERENCE POST.  A STANDARD DISK, STAMPED E 142 1943 AND
 CN0793'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0907 ***********************************************************************
 CN0907  DESIGNATION -  E 143 RESET
 CN0907  PID         -  CN0907
 CN0907  STATE/COUNTY-  AL/LOWNDES
 CN0907  USGS QUAD   -  BENTON (1982)
 CN0907
 CN0907                         *CURRENT SURVEY CONTROL
 CN0907  ___________________________________________________________________
 CN0907* NAD 83(1986)-  32 17 27.     (N)    086 48 12.     (W)     SCALED    
 CN0907* NAVD 88     -        41.39   (meters)     135.8    (feet)  RESET     
 CN0907  ___________________________________________________________________
 CN0907  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CN0907
 CN0907  VERT ORDER  -  THIRD
 CN0907
 CN0907.The horizontal coordinates were scaled from a topographic map and have
 CN0907.an estimated accuracy of +/- 6 seconds.
 CN0907
 CN0907.The orthometric height was computed from unverified reset data.
 CN0907
 CN0907.The geoid height was determined by GEOID03.
 CN0907
 CN0907;                    North         East    Units  Estimated Accuracy
 CN0907;SPC AL W     -   254,190.      665,620.      MT  (+/- 180 meters Scaled)
 CN0907
 CN0907                          SUPERSEDED SURVEY CONTROL
 CN0907
 CN0907.No superseded survey control is available for this station.
 CN0907
 CN0907_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA185726(NAD 83)
 CN0907_MARKER: DB = BENCH MARK DISK
 CN0907_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0907_SP_SET: BRIDGE
 CN0907_STAMPING: E 143 RESET 1970
 CN0907_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0907
 CN0907  HISTORY     - Date     Condition        Report By
 CN0907  HISTORY     - 1970     MONUMENTED       NGS
 CN0907
 CN0907                          STATION DESCRIPTION
 CN0907
 CN0907'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CN0907'1.8 MI SE FROM BENTON.
 CN0907'LOCATED ABOUT 1.8 MILES SOUTHEAST ALONG U.S. HIGHWAY 80 FROM THE POST
 CN0907'OFFICE IN BENTON, AT A 12-FOOT BRIDGE CULVERT.  IT IS A BENCH MARK
 CN0907'DISK STAMPED E 143 RESET 1970 SET IN A DRILL HOLE IN THE SOUTHEAST END
 CN0907'OF THE NORTHEAST HEADWALL, 27 FEET NORTHEAST OF THE CENTERLINE OF THE
 CN0907'NORTHEAST LANE OF U.S. HIGHWAY 80.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1287 ***********************************************************************
 BT1287  DESIGNATION -  E 145
 BT1287  PID         -  BT1287
 BT1287  STATE/COUNTY-  AL/COFFEE
 BT1287  USGS QUAD   -  VICTORIA (1981)
 BT1287
 BT1287                         *CURRENT SURVEY CONTROL
 BT1287  ___________________________________________________________________
 BT1287* NAD 83(1986)-  31 32 30.     (N)    085 55 15.     (W)     SCALED    
 BT1287* NAVD 88     -       118.917  (meters)     390.15   (feet)  ADJUSTED  
 BT1287  ___________________________________________________________________
 BT1287  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 BT1287  DYNAMIC HT  -         118.775 (meters)     389.68  (feet)  COMP
 BT1287  MODELED GRAV-     979,437.0   (mgal)                       NAVD 88
 BT1287
 BT1287  VERT ORDER  -  SECOND    CLASS 0
 BT1287
 BT1287.The horizontal coordinates were scaled from a topographic map and have
 BT1287.an estimated accuracy of +/- 6 seconds.
 BT1287
 BT1287.The orthometric height was determined by differential leveling
 BT1287.and adjusted by the National Geodetic Survey in June 1991..
 BT1287
 BT1287.The geoid height was determined by GEOID03.
 BT1287
 BT1287.The dynamic height is computed by dividing the NAVD 88
 BT1287.geopotential number by the normal gravity value computed on the
 BT1287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1287.degrees latitude (g = 980.6199 gals.).
 BT1287
 BT1287.The modeled gravity was interpolated from observed gravity values.
 BT1287
 BT1287;                    North         East    Units  Estimated Accuracy
 BT1287;SPC AL E     -   115,490.      191,690.      MT  (+/- 180 meters Scaled)
 BT1287
 BT1287                          SUPERSEDED SURVEY CONTROL
 BT1287
 BT1287  NGVD 29 (??/??/92)  118.937  (m)          390.21   (f) ADJ UNCH    2 0
 BT1287
 BT1287.Superseded values are not recommended for survey control.
 BT1287.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1287.See file dsdata.txt to determine how the superseded data were derived.
 BT1287
 BT1287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV024901(NAD 83)
 BT1287_MARKER: DB = BENCH MARK DISK
 BT1287_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1287_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1287_STAMPING: E 145 1943
 BT1287_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1287+STABILITY: SURFACE MOTION
 BT1287
 BT1287  HISTORY     - Date     Condition        Report By
 BT1287  HISTORY     - 1943     MONUMENTED       CGS
 BT1287  HISTORY     - 1965     MARK NOT FOUND   DMA
 BT1287
 BT1287                          STATION DESCRIPTION
 BT1287
 BT1287'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT1287'13.4 MI NE FROM ELBA.
 BT1287'13.4 MILES NORTHEAST OF THE POST OFFICE AT ELBA, ALONG GRADED
 BT1287'COUNTY ROAD, SET AT A T INTERSECTION, 49 FEET SOUTHEAST OF THE
 BT1287'CENTERLINE OF THE TAR ROAD, 39 FEET NORTH OF ROAD LEADING EAST,
 BT1287'2 FEET NORTHWEST OF A WIRE FENCE, 1 FOOT WEST OF REFERENCE POST,
 BT1287'BENCH MARK DISK SET IN TOP OF CONCRETE POST.  7/65 AMS REPORT--
 BT1287'NOT RECOVERED-FENCE AND REFERENCE POST ARE GONE.  APPROXIMATELY
 BT1287'3 TO 4 FEET OF FILL HAD BEEN RECENTLY DUMPED ALL ALONG THE
 BT1287'RIGHT-OF-WAY AND MAY HAVE POSSIBLY COVERED THE STATION.
 BT1287
 BT1287                          STATION RECOVERY (1965)
 BT1287
 BT1287'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1287'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1282 ***********************************************************************
 BT1282  DESIGNATION -  E 146
 BT1282  PID         -  BT1282
 BT1282  STATE/COUNTY-  AL/BARBOUR
 BT1282  USGS QUAD   -  CLIO (1979)
 BT1282
 BT1282                         *CURRENT SURVEY CONTROL
 BT1282  ___________________________________________________________________
 BT1282* NAD 83(1986)-  31 39 50.     (N)    085 30 23.     (W)     SCALED    
 BT1282* NAVD 88     -        92.712  (meters)     304.17   (feet)  ADJUSTED  
 BT1282  ___________________________________________________________________
 BT1282  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BT1282  DYNAMIC HT  -          92.602 (meters)     303.81  (feet)  COMP
 BT1282  MODELED GRAV-     979,451.2   (mgal)                       NAVD 88
 BT1282
 BT1282  VERT ORDER  -  SECOND    CLASS 0
 BT1282
 BT1282.The horizontal coordinates were scaled from a topographic map and have
 BT1282.an estimated accuracy of +/- 6 seconds.
 BT1282
 BT1282.The orthometric height was determined by differential leveling
 BT1282.and adjusted by the National Geodetic Survey in June 1991..
 BT1282
 BT1282.The geoid height was determined by GEOID03.
 BT1282
 BT1282.The dynamic height is computed by dividing the NAVD 88
 BT1282.geopotential number by the normal gravity value computed on the
 BT1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1282.degrees latitude (g = 980.6199 gals.).
 BT1282
 BT1282.The modeled gravity was interpolated from observed gravity values.
 BT1282
 BT1282;                    North         East    Units  Estimated Accuracy
 BT1282;SPC AL E     -   129,080.      231,010.      MT  (+/- 180 meters Scaled)
 BT1282
 BT1282                          SUPERSEDED SURVEY CONTROL
 BT1282
 BT1282  NGVD 29 (??/??/92)   92.747  (m)          304.29   (f) ADJ UNCH    2 0
 BT1282
 BT1282.Superseded values are not recommended for survey control.
 BT1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1282.See file dsdata.txt to determine how the superseded data were derived.
 BT1282
 BT1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA415041(NAD 83)
 BT1282_MARKER: DB = BENCH MARK DISK
 BT1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1282_STAMPING: E 146 1943
 BT1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1282+STABILITY: SURFACE MOTION
 BT1282
 BT1282  HISTORY     - Date     Condition        Report By
 BT1282  HISTORY     - 1943     MONUMENTED       CGS
 BT1282
 BT1282                          STATION DESCRIPTION
 BT1282
 BT1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT1282'AT BLUE SPRINGS.
 BT1282'AT BLUE SPRINGS, BARBOUR COUNTY, ACROSS STATE HIGHWAY 10 FROM
 BT1282'THE POST OFFICE, 93 FEET WEST OF THE WEST CORNER OF THE BUILDING,
 BT1282'41 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 17 FEET
 BT1282'SOUTH OF POWER-TRANSMISSION LINE POLE REA 10-78, AND 6 FEET
 BT1282'NORTHWEST OF AN 8-INCH PINE TREE.  A STANDARD DISK, STAMPED E 146
 BT1282'1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0858 ***********************************************************************
 BT0858  DESIGNATION -  E 147
 BT0858  PID         -  BT0858
 BT0858  STATE/COUNTY-  AL/HENRY
 BT0858  USGS QUAD   -  COLUMBIA (1981)
 BT0858
 BT0858                         *CURRENT SURVEY CONTROL
 BT0858  ___________________________________________________________________
 BT0858* NAD 83(1986)-  31 19 23.     (N)    085 06 18.     (W)     SCALED    
 BT0858* NAVD 88     -        62.669  (meters)     205.61   (feet)  ADJUSTED  
 BT0858  ___________________________________________________________________
 BT0858  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BT0858  DYNAMIC HT  -          62.592 (meters)     205.35  (feet)  COMP
 BT0858  MODELED GRAV-     979,407.5   (mgal)                       NAVD 88
 BT0858
 BT0858  VERT ORDER  -  SECOND    CLASS 0
 BT0858
 BT0858.The horizontal coordinates were scaled from a topographic map and have
 BT0858.an estimated accuracy of +/- 6 seconds.
 BT0858
 BT0858.The orthometric height was determined by differential leveling
 BT0858.and adjusted by the National Geodetic Survey in June 1991..
 BT0858
 BT0858.The geoid height was determined by GEOID03.
 BT0858
 BT0858.The dynamic height is computed by dividing the NAVD 88
 BT0858.geopotential number by the normal gravity value computed on the
 BT0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0858.degrees latitude (g = 980.6199 gals.).
 BT0858
 BT0858.The modeled gravity was interpolated from observed gravity values.
 BT0858
 BT0858;                    North         East    Units  Estimated Accuracy
 BT0858;SPC AL E     -    91,480.      269,320.      MT  (+/- 180 meters Scaled)
 BT0858
 BT0858                          SUPERSEDED SURVEY CONTROL
 BT0858
 BT0858  NGVD 29 (??/??/92)   62.75   (m)          205.9    (f) COMPUTED    2 0
 BT0858
 BT0858.Superseded values are not recommended for survey control.
 BT0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0858.See file dsdata.txt to determine how the superseded data were derived.
 BT0858
 BT0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV803669(NAD 83)
 BT0858_MARKER: DB = BENCH MARK DISK
 BT0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0858_STAMPING: E 147 1943
 BT0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0858+STABILITY: SURFACE MOTION
 BT0858
 BT0858  HISTORY     - Date     Condition        Report By
 BT0858  HISTORY     - 1943     MONUMENTED       CGS
 BT0858  HISTORY     - 1953     GOOD             NGS
 BT0858
 BT0858                          STATION DESCRIPTION
 BT0858
 BT0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 BT0858'2.1 MI N FROM COLUMBIA.
 BT0858'ABOUT 2.1 MILES NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BT0858'STATE HIGHWAY 52 AT COLUMBIA, ABOUT 1.0 MILE NORTH OF HENRY-HOUSTON
 BT0858'COUNTY LINE, ABOUT 1.1 MILES NORTH OF JUNCTION OF A BLACK TOP
 BT0858'ROAD NORTHWEST TO HEADLAND, 49 1/2 FEET WEST OF CENTER LINE OF
 BT0858'HIGHWAY, 15 FEET SOUTH OF A POWER POLE, 53 FEET NORTH OF A DRIVE
 BT0858'WEST TO A FARM HOUSE, 107 FEET EAST-NORTHEAST OF NORTHEAST CORNER
 BT0858'OF HOUSE, 47 FEET EAST-NORTHEAST OF THE NORTH ONE OF THREE 36-INCH
 BT0858'MAGNOLIA TREES, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 BT0858'ABOUT 3 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BT0858'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0953 ***********************************************************************
 BU0953  DESIGNATION -  E 148
 BU0953  PID         -  BU0953
 BU0953  STATE/COUNTY-  AL/CONECUH
 BU0953  USGS QUAD   -  CHINA (1981)
 BU0953
 BU0953                         *CURRENT SURVEY CONTROL
 BU0953  ___________________________________________________________________
 BU0953* NAD 83(1986)-  31 36 37.     (N)    087 00 07.     (W)     SCALED    
 BU0953* NAVD 88     -       144.672  (meters)     474.64   (feet)  ADJUSTED  
 BU0953  ___________________________________________________________________
 BU0953  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BU0953  DYNAMIC HT  -         144.494 (meters)     474.06  (feet)  COMP
 BU0953  MODELED GRAV-     979,406.3   (mgal)                       NAVD 88
 BU0953
 BU0953  VERT ORDER  -  SECOND    CLASS 0
 BU0953
 BU0953.The horizontal coordinates were scaled from a topographic map and have
 BU0953.an estimated accuracy of +/- 6 seconds.
 BU0953
 BU0953.The orthometric height was determined by differential leveling
 BU0953.and adjusted by the National Geodetic Survey in June 1991..
 BU0953
 BU0953.The geoid height was determined by GEOID03.
 BU0953
 BU0953.The dynamic height is computed by dividing the NAVD 88
 BU0953.geopotential number by the normal gravity value computed on the
 BU0953.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0953.degrees latitude (g = 980.6199 gals.).
 BU0953
 BU0953.The modeled gravity was interpolated from observed gravity values.
 BU0953
 BU0953;                    North         East    Units  Estimated Accuracy
 BU0953;SPC AL W     -   178,620.      647,260.      MT  (+/- 180 meters Scaled)
 BU0953
 BU0953                          SUPERSEDED SURVEY CONTROL
 BU0953
 BU0953  NGVD 29 (??/??/92)  144.653  (m)          474.58   (f) ADJ UNCH    2 0
 BU0953
 BU0953.Superseded values are not recommended for survey control.
 BU0953.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0953.See file dsdata.txt to determine how the superseded data were derived.
 BU0953
 BU0953_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV998972(NAD 83)
 BU0953_MARKER: DB = BENCH MARK DISK
 BU0953_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0953_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0953_STAMPING: E 148 1943
 BU0953_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0953+STABILITY: SURFACE MOTION
 BU0953
 BU0953  HISTORY     - Date     Condition        Report By
 BU0953  HISTORY     - 1943     MONUMENTED       CGS
 BU0953  HISTORY     - 1971     POOR             NGS
 BU0953
 BU0953                          STATION DESCRIPTION
 BU0953
 BU0953'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0953'8.4 MI NW FROM OWASSA.
 BU0953'8.4 MILES NORTHWEST ALONG A GRAVEL COUNTY ROAD FROM THE POST OFFICE AT
 BU0953'OWASSA, CONECUH COUNTY, THENCE 3.4 MILES NORTHWEST ALONG STATE HIGHWAY
 BU0953'83.  1.0 MILE NORTHWEST OF A FORESTRY LOOKOUT TOWER, AT A GRADED ROAD
 BU0953'CROSSING, 55 FEET SOUTHWEST OF THE CENTER LINE OF THE GRADED ROAD, 54
 BU0953'FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 100 FEET SOUTHWEST
 BU0953'OF THE HOME OF GEORGE TAYLOR, 1.2 FEET NORTHWEST OF A WOVEN-WIRE
 BU0953'FENCE, AND 1.3 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST. A
 BU0953'STANDARD DISK, STAMPED E 148 1943 AND SET IN THE TOP OF A CONCRETE
 BU0953'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BU0953
 BU0953                          STATION RECOVERY (1971)
 BU0953
 BU0953'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0953'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1192 ***********************************************************************
 CM1192  DESIGNATION -  E 149
 CM1192  PID         -  CM1192
 CM1192  STATE/COUNTY-  AL/MACON
 CM1192  USGS QUAD   -  CHESSON (1981)
 CM1192
 CM1192                         *CURRENT SURVEY CONTROL
 CM1192  ___________________________________________________________________
 CM1192* NAD 83(1986)-  32 21 22.     (N)    085 57 42.     (W)     SCALED    
 CM1192* NAVD 88     -        83.411  (meters)     273.66   (feet)  ADJUSTED  
 CM1192  ___________________________________________________________________
 CM1192  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CM1192  DYNAMIC HT  -          83.315 (meters)     273.34  (feet)  COMP
 CM1192  MODELED GRAV-     979,485.7   (mgal)                       NAVD 88
 CM1192
 CM1192  VERT ORDER  -  SECOND    CLASS 0
 CM1192
 CM1192.The horizontal coordinates were scaled from a topographic map and have
 CM1192.an estimated accuracy of +/- 6 seconds.
 CM1192
 CM1192.The orthometric height was determined by differential leveling
 CM1192.and adjusted by the National Geodetic Survey in June 1991..
 CM1192
 CM1192.The geoid height was determined by GEOID03.
 CM1192
 CM1192.The dynamic height is computed by dividing the NAVD 88
 CM1192.geopotential number by the normal gravity value computed on the
 CM1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1192.degrees latitude (g = 980.6199 gals.).
 CM1192
 CM1192.The modeled gravity was interpolated from observed gravity values.
 CM1192
 CM1192;                    North         East    Units  Estimated Accuracy
 CM1192;SPC AL E     -   205,800.      187,920.      MT  (+/- 180 meters Scaled)
 CM1192
 CM1192                          SUPERSEDED SURVEY CONTROL
 CM1192
 CM1192  NGVD 29 (??/??/92)   83.392  (m)          273.60   (f) ADJ UNCH    2 0
 CM1192
 CM1192.Superseded values are not recommended for survey control.
 CM1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1192.See file dsdata.txt to determine how the superseded data were derived.
 CM1192
 CM1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA976803(NAD 83)
 CM1192_MARKER: DB = BENCH MARK DISK
 CM1192_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1192_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1192_STAMPING: E 149 1943
 CM1192_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1192+STABILITY: SURFACE MOTION
 CM1192
 CM1192  HISTORY     - Date     Condition        Report By
 CM1192  HISTORY     - 1943     MONUMENTED       CGS
 CM1192
 CM1192                          STATION DESCRIPTION
 CM1192
 CM1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1192'4.8 MI N FROM CECIL.
 CM1192'4.8 MILES NORTH ALONG THE CECIL-WHITE CHURCH ROAD FROM THE POST
 CM1192'OFFICE AT CECIL, ABOUT 0.1 MILE SOUTHWEST OF THE WHITE CHURCH
 CM1192'BUILDING, 17.0 FEET WEST OF THE SOUTHWEST CORNER OF A TENANT HOUSE
 CM1192'WITH A GROUP OF TREES AROUND IT, 37.1 FEET SOUTH OF AN OAK TREE,
 CM1192'30.0 FEET EAST OF CENTER-LINE OF THE ROAD, 7.5 FEET NORTH OF A
 CM1192'CHINABERRY TREE, 1.1 FEET SOUTH OF A PALING FENCE, 1.5 FEET EAST
 CM1192'OF REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING
 CM1192'ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1004 ***********************************************************************
 EF1004  DESIGNATION -  E 15
 EF1004  PID         -  EF1004
 EF1004  STATE/COUNTY-  AL/LAUDERDALE
 EF1004  USGS QUAD   -  KILLEN (1971)
 EF1004
 EF1004                         *CURRENT SURVEY CONTROL
 EF1004  ___________________________________________________________________
 EF1004* NAD 83(1986)-  34 51 07.     (N)    087 34 05.     (W)     SCALED    
 EF1004* NAVD 88     -       158.919  (meters)     521.39   (feet)  POSTED    
 EF1004  ___________________________________________________________________
 EF1004  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EF1004  DYNAMIC HT  -         158.770 (meters)     520.90  (feet)  COMP
 EF1004  MODELED GRAV-     979,679.2   (mgal)                       NAVD 88
 EF1004
 EF1004  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1004
 EF1004.The horizontal coordinates were scaled from a topographic map and have
 EF1004.an estimated accuracy of +/- 6 seconds.
 EF1004
 EF1004.The orthometric height was determined by differential leveling
 EF1004.and adjusted by the National Geodetic Survey in 1992..
 EF1004.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1004.rate of 0.0 thru 1.0 mm/km.
 EF1004
 EF1004.The geoid height was determined by GEOID03.
 EF1004
 EF1004.The dynamic height is computed by dividing the NAVD 88
 EF1004.geopotential number by the normal gravity value computed on the
 EF1004.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1004.degrees latitude (g = 980.6199 gals.).
 EF1004
 EF1004.The modeled gravity was interpolated from observed gravity values.
 EF1004
 EF1004;                    North         East    Units  Estimated Accuracy
 EF1004;SPC AL W     -   538,020.      593,780.      MT  (+/- 180 meters Scaled)
 EF1004
 EF1004                          SUPERSEDED SURVEY CONTROL
 EF1004
 EF1004  NGVD 29 (??/??/92)  158.877  (m)          521.25   (f) ADJ UNCH    1 2
 EF1004
 EF1004.Superseded values are not recommended for survey control.
 EF1004.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1004.See file dsdata.txt to determine how the superseded data were derived.
 EF1004
 EF1004_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD480567(NAD 83)
 EF1004_MARKER: DB = BENCH MARK DISK
 EF1004_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF1004_SP_SET: BRIDGE
 EF1004_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1004
 EF1004  HISTORY     - Date     Condition        Report By
 EF1004  HISTORY     - UNK      MONUMENTED       CGS
 EF1004  HISTORY     - 1933     GOOD             NGS
 EF1004  HISTORY     - 1972     GOOD             TVA
 EF1004  HISTORY     - 1975     GOOD             DOD
 EF1004
 EF1004                          STATION DESCRIPTION
 EF1004
 EF1004'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1004'2 MI W FROM KILLEN.
 EF1004'LOCATED ALONG THE R. OF W. OF U.S. HWY. 72.  B.M. SET IN THE TOP OF
 EF1004'THE EAST ABUTMENT AND ON THE NORTH SIDE OF HWY. OF HIGHWAY BRIDGE OVER
 EF1004'SHOAL CREEK.
 EF1004
 EF1004                          STATION RECOVERY (1972)
 EF1004
 EF1004'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 EF1004'RECOVERED IN GOOD CONDITION.
 EF1004
 EF1004                          STATION RECOVERY (1975)
 EF1004
 EF1004'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1975
 EF1004'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0587 ***********************************************************************
 CM0587  DESIGNATION -  E 150
 CM0587  PID         -  CM0587
 CM0587  STATE/COUNTY-  AL/LEE
 CM0587  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM0587
 CM0587                         *CURRENT SURVEY CONTROL
 CM0587  ___________________________________________________________________
 CM0587* NAD 83(1986)-  32 34 06.     (N)    085 22 15.     (W)     SCALED    
 CM0587* NAVD 88     -       184.767  (meters)     606.19   (feet)  ADJUSTED  
 CM0587  ___________________________________________________________________
 CM0587  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CM0587  DYNAMIC HT  -         184.549 (meters)     605.47  (feet)  COMP
 CM0587  MODELED GRAV-     979,452.9   (mgal)                       NAVD 88
 CM0587
 CM0587  VERT ORDER  -  SECOND    CLASS 0
 CM0587
 CM0587.The horizontal coordinates were scaled from a topographic map and have
 CM0587.an estimated accuracy of +/- 6 seconds.
 CM0587
 CM0587.The orthometric height was determined by differential leveling
 CM0587.and adjusted by the National Geodetic Survey in June 1991..
 CM0587
 CM0587.The geoid height was determined by GEOID03.
 CM0587
 CM0587.The dynamic height is computed by dividing the NAVD 88
 CM0587.geopotential number by the normal gravity value computed on the
 CM0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0587.degrees latitude (g = 980.6199 gals.).
 CM0587
 CM0587.The modeled gravity was interpolated from observed gravity values.
 CM0587
 CM0587;                    North         East    Units  Estimated Accuracy
 CM0587;SPC AL E     -   229,420.      243,430.      MT  (+/- 180 meters Scaled)
 CM0587
 CM0587                          SUPERSEDED SURVEY CONTROL
 CM0587
 CM0587  NGVD 29 (??/??/92)  184.736  (m)          606.09   (f) ADJ UNCH    2 0
 CM0587
 CM0587.Superseded values are not recommended for survey control.
 CM0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0587.See file dsdata.txt to determine how the superseded data were derived.
 CM0587
 CM0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB529046(NAD 83)
 CM0587_MARKER: DB = BENCH MARK DISK
 CM0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0587_STAMPING: E 150 1943
 CM0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0587+STABILITY: SURFACE MOTION
 CM0587
 CM0587  HISTORY     - Date     Condition        Report By
 CM0587  HISTORY     - 1943     MONUMENTED       CGS
 CM0587  HISTORY     - 1952     GOOD             NGS
 CM0587
 CM0587                          STATION DESCRIPTION
 CM0587
 CM0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0587'5.4 MI S FROM OPELIKA.
 CM0587'ABOUT 5.4 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 CM0587'AT OPELIKA, AT THE SOUTHWEST CORNER OF A PECAN ORCHARD, IN THE
 CM0587'NORTHEAST QUARTER OF A GRAVEL CROSSROAD, 58 FEET EAST OF CENTER
 CM0587'LINE OF HIGHWAY, 175 FEET NORTH OF CENTER LINE OF GRAVEL ROAD
 CM0587'EAST, 2 FEET NORTHWEST OF A TELEPHONE POLE, 23 FEET EAST OF A
 CM0587'FENCE LINE, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET IN THE
 CM0587'TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0070 ***********************************************************************
 BV0070  DESIGNATION -  E 151
 BV0070  PID         -  BV0070
 BV0070  STATE/COUNTY-  AL/CLARKE
 BV0070  USGS QUAD   -  COFFEEVILLE (1981)
 BV0070
 BV0070                         *CURRENT SURVEY CONTROL
 BV0070  ___________________________________________________________________
 BV0070* NAD 83(1986)-  31 52 04.     (N)    088 05 45.     (W)     SCALED    
 BV0070* NAVD 88     -        84.939  (meters)     278.67   (feet)  ADJUSTED  
 BV0070  ___________________________________________________________________
 BV0070  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BV0070  DYNAMIC HT  -          84.839 (meters)     278.34  (feet)  COMP
 BV0070  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 BV0070
 BV0070  VERT ORDER  -  SECOND    CLASS 0
 BV0070
 BV0070.The horizontal coordinates were scaled from a topographic map and have
 BV0070.an estimated accuracy of +/- 6 seconds.
 BV0070
 BV0070.The orthometric height was determined by differential leveling
 BV0070.and adjusted by the National Geodetic Survey in June 1991..
 BV0070
 BV0070.The geoid height was determined by GEOID03.
 BV0070
 BV0070.The dynamic height is computed by dividing the NAVD 88
 BV0070.geopotential number by the normal gravity value computed on the
 BV0070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0070.degrees latitude (g = 980.6199 gals.).
 BV0070
 BV0070.The modeled gravity was interpolated from observed gravity values.
 BV0070
 BV0070;                    North         East    Units  Estimated Accuracy
 BV0070;SPC AL W     -   207,220.      543,620.      MT  (+/- 180 meters Scaled)
 BV0070
 BV0070                          SUPERSEDED SURVEY CONTROL
 BV0070
 BV0070  NGVD 29 (??/??/92)   84.925  (m)          278.62   (f) ADJ UNCH    2 0
 BV0070
 BV0070.Superseded values are not recommended for survey control.
 BV0070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0070.See file dsdata.txt to determine how the superseded data were derived.
 BV0070
 BV0070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA963263(NAD 83)
 BV0070_MARKER: DB = BENCH MARK DISK
 BV0070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0070_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0070_STAMPING: E 151 1943
 BV0070_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0070+STABILITY: SURFACE MOTION
 BV0070
 BV0070  HISTORY     - Date     Condition        Report By
 BV0070  HISTORY     - 1943     MONUMENTED       CGS
 BV0070  HISTORY     - 1960     GOOD             NGS
 BV0070
 BV0070                          STATION DESCRIPTION
 BV0070
 BV0070'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 BV0070'8.65 MI N FROM COFFEEVILLE.
 BV0070'LOCATED 8.65 MILES NORTH AND NORTHEAST ALONG COUNTY HIGHWAY 1 FROM ITS
 BV0070'JUNCTION WITH STATE HIGHWAY 69 AT THE NORTH EDGE OF COFFEEVILLE, AT
 BV0070'THE NORTHWEST CORNER OF THE FRONT YARD ON AN UNPAINTED HOUSE OWNED BY
 BV0070'FLOYD RAINEY, 34 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE,
 BV0070'39 FEET SOUTH OF THE CENTERLINE OF THE HIGHWAY, 2 FEET EAST OF A T
 BV0070'FENCE CORNER, 5 FEET NORTHEAST OF CLUSTER OF TREES WITH A COMMON
 BV0070'STUMP, AND 1 FOOT WEST OF A METAL WITNESS POST.  IT IS A STANDARD
 BV0070'DISK, SET IN THE TOP OF A 6-INCH SQUARE PRECAST CONCRETE POST
 BV0070'PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2449 ***********************************************************************
 CN2449  DESIGNATION -  E 152
 CN2449  PID         -  CN2449
 CN2449  STATE/COUNTY-  AL/MARENGO
 CN2449  USGS QUAD   -  MYRTLEWOOD SOUTH (1978)
 CN2449
 CN2449                         *CURRENT SURVEY CONTROL
 CN2449  ___________________________________________________________________
 CN2449* NAD 83(1986)-  32 09 28.     (N)    087 58 04.     (W)     SCALED    
 CN2449* NAVD 88     -        64.819  (meters)     212.66   (feet)  ADJUSTED  
 CN2449  ___________________________________________________________________
 CN2449  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 CN2449  DYNAMIC HT  -          64.744 (meters)     212.41  (feet)  COMP
 CN2449  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CN2449
 CN2449  VERT ORDER  -  SECOND    CLASS 0
 CN2449
 CN2449.The horizontal coordinates were scaled from a topographic map and have
 CN2449.an estimated accuracy of +/- 6 seconds.
 CN2449
 CN2449.The orthometric height was determined by differential leveling
 CN2449.and adjusted by the National Geodetic Survey in June 1991..
 CN2449
 CN2449.The geoid height was determined by GEOID03.
 CN2449
 CN2449.The dynamic height is computed by dividing the NAVD 88
 CN2449.geopotential number by the normal gravity value computed on the
 CN2449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2449.degrees latitude (g = 980.6199 gals.).
 CN2449
 CN2449.The modeled gravity was interpolated from observed gravity values.
 CN2449
 CN2449;                    North         East    Units  Estimated Accuracy
 CN2449;SPC AL W     -   239,320.      555,880.      MT  (+/- 180 meters Scaled)
 CN2449
 CN2449                          SUPERSEDED SURVEY CONTROL
 CN2449
 CN2449  NGVD 29 (??/??/92)   64.799  (m)          212.59   (f) ADJ UNCH    2 0
 CN2449
 CN2449.Superseded values are not recommended for survey control.
 CN2449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2449.See file dsdata.txt to determine how the superseded data were derived.
 CN2449
 CN2449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA087583(NAD 83)
 CN2449_MARKER: DB = BENCH MARK DISK
 CN2449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2449_STAMPING: E 152 1943
 CN2449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2449+STABILITY: SURFACE MOTION
 CN2449
 CN2449  HISTORY     - Date     Condition        Report By
 CN2449  HISTORY     - 1943     MONUMENTED       CGS
 CN2449
 CN2449                          STATION DESCRIPTION
 CN2449
 CN2449'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2449'4.9 MI N FROM NANAFALIA.
 CN2449'1.2 MILES WEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 CN2449'NANAFALIA, MARENGO COUNTY, 3.7 MILES NORTH ALONG STATE HIGHWAY 79. AT
 CN2449'THE WEST END OF A CUT, 38 FEET SOUTH OF THE CENTER LINE OF THE
 CN2449'HIGHWAY, 23 FEET EAST-NORTHEAST OF A 10-INCH PINE TREE WITH A
 CN2449'TRIANGULAR BLAZE ON THE NORTH SIDE OF THE TREE, 13 FEET EAST-NORTHEAST
 CN2449'OF HIGHWAY MARKER 824+26.3, AND 1.5 FEET NORTH OF A WHITE WOODEN
 CN2449'WITNESS POST.  A STANDARD DISK, STAMPED E 152 1943 AND SET IN THE TOP
 CN2449'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0156 ***********************************************************************
 BU0156  DESIGNATION -  E 153
 BU0156  PID         -  BU0156
 BU0156  STATE/COUNTY-  AL/CRENSHAW
 BU0156  USGS QUAD   -  MOODYS CROSSROADS (1971)
 BU0156
 BU0156                         *CURRENT SURVEY CONTROL
 BU0156  ___________________________________________________________________
 BU0156* NAD 83(1986)-  31 44 38.     (N)    086 25 05.     (W)     SCALED    
 BU0156* NAVD 88     -       121.684  (meters)     399.22   (feet)  ADJUSTED  
 BU0156  ___________________________________________________________________
 BU0156  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BU0156  DYNAMIC HT  -         121.539 (meters)     398.75  (feet)  COMP
 BU0156  MODELED GRAV-     979,445.3   (mgal)                       NAVD 88
 BU0156
 BU0156  VERT ORDER  -  SECOND    CLASS 0
 BU0156
 BU0156.The horizontal coordinates were scaled from a topographic map and have
 BU0156.an estimated accuracy of +/- 6 seconds.
 BU0156
 BU0156.The orthometric height was determined by differential leveling
 BU0156.and adjusted by the National Geodetic Survey in June 1991..
 BU0156
 BU0156.The geoid height was determined by GEOID03.
 BU0156
 BU0156.The dynamic height is computed by dividing the NAVD 88
 BU0156.geopotential number by the normal gravity value computed on the
 BU0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0156.degrees latitude (g = 980.6199 gals.).
 BU0156
 BU0156.The modeled gravity was interpolated from observed gravity values.
 BU0156
 BU0156;                    North         East    Units  Estimated Accuracy
 BU0156;SPC AL E     -   138,060.      144,600.      MT  (+/- 180 meters Scaled)
 BU0156
 BU0156                          SUPERSEDED SURVEY CONTROL
 BU0156
 BU0156  NGVD 29 (??/??/92)  121.669  (m)          399.18   (f) ADJ UNCH    2 0
 BU0156
 BU0156.Superseded values are not recommended for survey control.
 BU0156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0156.See file dsdata.txt to determine how the superseded data were derived.
 BU0156
 BU0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA551121(NAD 83)
 BU0156_MARKER: DB = BENCH MARK DISK
 BU0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0156_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0156_STAMPING: E 153 1943
 BU0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0156+STABILITY: SURFACE MOTION
 BU0156_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0156+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU0156
 BU0156  HISTORY     - Date     Condition        Report By
 BU0156  HISTORY     - 1943     MONUMENTED       CGS
 BU0156  HISTORY     - 20040412 GOOD             ALHD
 BU0156
 BU0156                          STATION DESCRIPTION
 BU0156
 BU0156'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0156'9.7 MI W FROM LUVERNE.
 BU0156'9.7 MILES WEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT LUVERNE,
 BU0156'CRENSHAW COUNTY, AT THE SUMMIT OF A HILL, AT THE JUNCTION OF A ROAD
 BU0156'LEADING SOUTH, 52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 36
 BU0156'FEET WEST OF THE CENTER LINE OF THE ROAD, 15 FEET WEST OF A 12-INCH
 BU0156'PINE TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE, AND 1.2 FEET
 BU0156'NORTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 153
 BU0156'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.6 FOOT ABOVE
 BU0156'GROUND.
 BU0156
 BU0156                          STATION RECOVERY (2004)
 BU0156
 BU0156'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU0156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0821 ***********************************************************************
 CM0821  DESIGNATION -  E 154
 CM0821  PID         -  CM0821
 CM0821  STATE/COUNTY-  AL/RUSSELL
 CM0821  USGS QUAD   -  OMAHA (1984)
 CM0821
 CM0821                         *CURRENT SURVEY CONTROL
 CM0821  ___________________________________________________________________
 CM0821* NAD 83(1986)-  32 13 54.     (N)    085 00 08.     (W)     SCALED    
 CM0821* NAVD 88     -        97.615  (meters)     320.26   (feet)  ADJUSTED  
 CM0821  ___________________________________________________________________
 CM0821  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 CM0821  DYNAMIC HT  -          97.505 (meters)     319.90  (feet)  COMP
 CM0821  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 CM0821
 CM0821  VERT ORDER  -  SECOND    CLASS 0
 CM0821
 CM0821.The horizontal coordinates were scaled from a topographic map and have
 CM0821.an estimated accuracy of +/- 6 seconds.
 CM0821
 CM0821.The orthometric height was determined by differential leveling
 CM0821.and adjusted by the National Geodetic Survey in June 1991..
 CM0821
 CM0821.The geoid height was determined by GEOID03.
 CM0821
 CM0821.The dynamic height is computed by dividing the NAVD 88
 CM0821.geopotential number by the normal gravity value computed on the
 CM0821.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0821.degrees latitude (g = 980.6199 gals.).
 CM0821
 CM0821.The modeled gravity was interpolated from observed gravity values.
 CM0821
 CM0821;                    North         East    Units  Estimated Accuracy
 CM0821;SPC AL E     -   192,300.      278,330.      MT  (+/- 180 meters Scaled)
 CM0821
 CM0821                          SUPERSEDED SURVEY CONTROL
 CM0821
 CM0821  NGVD 29 (??/??/92)   97.641  (m)          320.34   (f) ADJ UNCH    2 0
 CM0821
 CM0821.Superseded values are not recommended for survey control.
 CM0821.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0821.See file dsdata.txt to determine how the superseded data were derived.
 CM0821
 CM0821_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA882678(NAD 83)
 CM0821_MARKER: DB = BENCH MARK DISK
 CM0821_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0821_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0821_STAMPING: E 154 1943
 CM0821_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0821+STABILITY: SURFACE MOTION
 CM0821
 CM0821  HISTORY     - Date     Condition        Report By
 CM0821  HISTORY     - 1943     MONUMENTED       CGS
 CM0821  HISTORY     - 1952     GOOD             NGS
 CM0821
 CM0821                          STATION DESCRIPTION
 CM0821
 CM0821'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0821'0.7 MI N FROM HOLY TRINITY.
 CM0821'ABOUT 0.7 MILE NORTH ALONG A ROAD UNDER CONSTRUCTION FROM THE POST
 CM0821'OFFICE AT HOLY TRINITY, ABOUT 0.6 MILE NORTH OF DRIVE WEST TO HOLY
 CM0821'TRINITY CATHOLIC SEMINARY, AT JUNCTION OF A ROAD WEST, 55 FEET
 CM0821'WEST OF CENTER LINE OF RAOD, 55 FEET SOUTH OF CENTER LINE OF ROAD
 CM0821'WEST, 9 FEET NORTHEAST OF A 12-INCH TRIANGULAR BLAZED PINE TREE,
 CM0821'1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP
 CM0821'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0833 ***********************************************************************
 CM0833  DESIGNATION -  E 156
 CM0833  PID         -  CM0833
 CM0833  STATE/COUNTY-  AL/RUSSELL
 CM0833  USGS QUAD   -  TWIN SPRINGS (1985)
 CM0833
 CM0833                         *CURRENT SURVEY CONTROL
 CM0833  ___________________________________________________________________
 CM0833* NAD 83(1986)-  32 04 32.     (N)    085 04 59.     (W)     SCALED    
 CM0833* NAVD 88     -        71.628  (meters)     235.00   (feet)  ADJUSTED  
 CM0833  ___________________________________________________________________
 CM0833  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM0833  DYNAMIC HT  -          71.546 (meters)     234.73  (feet)  COMP
 CM0833  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CM0833
 CM0833  VERT ORDER  -  SECOND    CLASS 0
 CM0833
 CM0833.The horizontal coordinates were scaled from a topographic map and have
 CM0833.an estimated accuracy of +/- 6 seconds.
 CM0833
 CM0833.The orthometric height was determined by differential leveling
 CM0833.and adjusted by the National Geodetic Survey in June 1991..
 CM0833
 CM0833.The geoid height was determined by GEOID03.
 CM0833
 CM0833.The dynamic height is computed by dividing the NAVD 88
 CM0833.geopotential number by the normal gravity value computed on the
 CM0833.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0833.degrees latitude (g = 980.6199 gals.).
 CM0833
 CM0833.The modeled gravity was interpolated from observed gravity values.
 CM0833
 CM0833;                    North         East    Units  Estimated Accuracy
 CM0833;SPC AL E     -   174,930.      270,840.      MT  (+/- 180 meters Scaled)
 CM0833
 CM0833                          SUPERSEDED SURVEY CONTROL
 CM0833
 CM0833  NGVD 29 (??/??/92)   71.666  (m)          235.12   (f) ADJ UNCH    2 0
 CM0833
 CM0833.Superseded values are not recommended for survey control.
 CM0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0833.See file dsdata.txt to determine how the superseded data were derived.
 CM0833
 CM0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA809504(NAD 83)
 CM0833_MARKER: DB = BENCH MARK DISK
 CM0833_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0833_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0833_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0833+STABILITY: SURFACE MOTION
 CM0833
 CM0833  HISTORY     - Date     Condition        Report By
 CM0833  HISTORY     - UNK      MONUMENTED       CGS
 CM0833  HISTORY     - 1952     MARK NOT FOUND   NGS
 CM0833  HISTORY     - 1973     MARK NOT FOUND   USGS
 CM0833
 CM0833                          STATION DESCRIPTION
 CM0833
 CM0833'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0833'4.9 MI S FROM COTTONTON.
 CM0833'4.9 MILES SOUTH ALONG THE OLD RIVER ROAD FROM THE POST OFFICE AT
 CM0833'COTTONTON, 1.2 MILES SOUTH OF THE MT. MYRIAH CHURCH, 24.3 FEET
 CM0833'EAST OF CENTER-LINE OF THE ROAD, 3.2 FEET EAST OF THE RIGHT-OF-WAY
 CM0833'FENCE, 2.1 FEET NORTH OF A FIELD FENCE, 1.8 FEET SOUTH OF REFERENCE
 CM0833'POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4
 CM0833'FOOT ABOVE THE GROUND.
 CM0833
 CM0833                          STATION RECOVERY (1952)
 CM0833
 CM0833'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 CM0833'MARK NOT FOUND.
 CM0833
 CM0833                          STATION RECOVERY (1973)
 CM0833
 CM0833'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973
 CM0833'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0587 ***********************************************************************
 BT0587  DESIGNATION -  E 157
 BT0587  PID         -  BT0587
 BT0587  STATE/COUNTY-  AL/HENRY
 BT0587  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT0587
 BT0587                         *CURRENT SURVEY CONTROL
 BT0587  ___________________________________________________________________
 BT0587* NAD 83(1986)-  31 41 30.     (N)    085 16 24.     (W)     SCALED    
 BT0587* NAVD 88     -       162.531  (meters)     533.24   (feet)  ADJUSTED  
 BT0587  ___________________________________________________________________
 BT0587  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BT0587  DYNAMIC HT  -         162.338 (meters)     532.60  (feet)  COMP
 BT0587  MODELED GRAV-     979,450.9   (mgal)                       NAVD 88
 BT0587
 BT0587  VERT ORDER  -  SECOND    CLASS 0
 BT0587
 BT0587.The horizontal coordinates were scaled from a topographic map and have
 BT0587.an estimated accuracy of +/- 6 seconds.
 BT0587
 BT0587.The orthometric height was determined by differential leveling
 BT0587.and adjusted by the National Geodetic Survey in June 1991..
 BT0587
 BT0587.The geoid height was determined by GEOID03.
 BT0587
 BT0587.The dynamic height is computed by dividing the NAVD 88
 BT0587.geopotential number by the normal gravity value computed on the
 BT0587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0587.degrees latitude (g = 980.6199 gals.).
 BT0587
 BT0587.The modeled gravity was interpolated from observed gravity values.
 BT0587
 BT0587;                    North         East    Units  Estimated Accuracy
 BT0587;SPC AL E     -   132,250.      253,090.      MT  (+/- 180 meters Scaled)
 BT0587
 BT0587                          SUPERSEDED SURVEY CONTROL
 BT0587
 BT0587  NGVD 29 (??/??/92)  162.589  (m)          533.43   (f) ADJ UNCH    2 0
 BT0587
 BT0587.Superseded values are not recommended for survey control.
 BT0587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0587.See file dsdata.txt to determine how the superseded data were derived.
 BT0587
 BT0587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA636075(NAD 83)
 BT0587_MARKER: DB = BENCH MARK DISK
 BT0587_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0587_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0587_STAMPING: E 157 1943
 BT0587_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0587+STABILITY: SURFACE MOTION
 BT0587
 BT0587  HISTORY     - Date     Condition        Report By
 BT0587  HISTORY     - 1943     MONUMENTED       CGS
 BT0587  HISTORY     - 1952     GOOD             NGS
 BT0587
 BT0587                          STATION DESCRIPTION
 BT0587
 BT0587'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0587'9.5 MI N FROM ABBEVILLE.
 BT0587'ABOUT 9.5 MILE NORTH ALONG U.S. HIGHWAY 241 FROM THE COURT HOUSE
 BT0587'AT ABBEVILLE, ABOUT 0.95 MILE SOUTH OF HENRY-BARBOUR COUNTY LINE,
 BT0587'ABOUT 0.7 MILE SOUTH OF A CHURCH AND CEMETERY, AT A JOGGED CROSSROAD,
 BT0587'IN A SMALL CULTIVATED FIELD, 47 FEET NORTHEAST OF CENTER LINE OF
 BT0587'HIGHWAY, 60 FEET SOUTHEAST OF CENTER LINE OF ROAD LEADING NORTHEAST,
 BT0587'21 FEET NORTHWEST OF EXTENDED CENTER LINE OF ROAD SOUTHWEST,
 BT0587'ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BT0587'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0282 ***********************************************************************
 CO0282  DESIGNATION -  E 158
 CO0282  PID         -  CO0282
 CO0282  STATE/COUNTY-  AL/SUMTER
 CO0282  USGS QUAD   -  COATOPA (1986)
 CO0282
 CO0282                         *CURRENT SURVEY CONTROL
 CO0282  ___________________________________________________________________
 CO0282* NAD 83(1986)-  32 29 32.     (N)    088 01 13.     (W)     SCALED    
 CO0282* NAVD 88     -        43.400  (meters)     142.39   (feet)  ADJUSTED  
 CO0282  ___________________________________________________________________
 CO0282  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CO0282  DYNAMIC HT  -          43.350 (meters)     142.22  (feet)  COMP
 CO0282  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CO0282
 CO0282  VERT ORDER  -  FIRST     CLASS II
 CO0282
 CO0282.The horizontal coordinates were scaled from a topographic map and have
 CO0282.an estimated accuracy of +/- 6 seconds.
 CO0282
 CO0282.The orthometric height was determined by differential leveling
 CO0282.and adjusted by the National Geodetic Survey in June 1991..
 CO0282
 CO0282.The geoid height was determined by GEOID03.
 CO0282
 CO0282.The dynamic height is computed by dividing the NAVD 88
 CO0282.geopotential number by the normal gravity value computed on the
 CO0282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0282.degrees latitude (g = 980.6199 gals.).
 CO0282
 CO0282.The modeled gravity was interpolated from observed gravity values.
 CO0282
 CO0282;                    North         East    Units  Estimated Accuracy
 CO0282;SPC AL W     -   276,420.      551,110.      MT  (+/- 180 meters Scaled)
 CO0282
 CO0282                          SUPERSEDED SURVEY CONTROL
 CO0282
 CO0282  NGVD 29 (??/??/92)   43.38   (m)          142.3    (f) COMPUTED    1 2
 CO0282
 CO0282.Superseded values are not recommended for survey control.
 CO0282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0282.See file dsdata.txt to determine how the superseded data were derived.
 CO0282
 CO0282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA041954(NAD 83)
 CO0282_MARKER: DB = BENCH MARK DISK
 CO0282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0282_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0282_STAMPING: E 158 1943
 CO0282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0282+STABILITY: SURFACE MOTION
 CO0282
 CO0282  HISTORY     - Date     Condition        Report By
 CO0282  HISTORY     - 1943     MONUMENTED       CGS
 CO0282  HISTORY     - 1968     MARK NOT FOUND   NGS
 CO0282
 CO0282                          STATION DESCRIPTION
 CO0282
 CO0282'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CO0282'3.25 MI E FROM COATOPA.
 CO0282'BENCH MARK IS 3.25 MILES EAST ALONG THE SOUTHERN RAILROAD FROM THE
 CO0282'STATION AT COATOPA.  IT IS ABOUT 325.0 FEET WEST OF MILEPOST NO. 254,
 CO0282'16.0 FEET NORTH OF AND ABOUT THE SAME ELEVATION AS THE CENTERLINE OF
 CO0282'THE TRACK, 12.4 FEET EAST OF THE CENTERLINE OF A FARM ROAD CROSSING,
 CO0282'2.4 FEET WEST OF A 4X4-INCH WOODEN MARKER POST.  MONUMENT PROJECTS 0.4
 CO0282'FOOT.
 CO0282
 CO0282                          STATION RECOVERY (1968)
 CO0282
 CO0282'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 CO0282'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1308 ***********************************************************************
 BU1308  DESIGNATION -  E 16
 BU1308  PID         -  BU1308
 BU1308  STATE/COUNTY-  AL/MONROE
 BU1308  USGS QUAD   -  REPTON (1986)
 BU1308
 BU1308                         *CURRENT SURVEY CONTROL
 BU1308  ___________________________________________________________________
 BU1308* NAD 83(1986)-  31 27 42.     (N)    087 14 37.     (W)     SCALED    
 BU1308* NAVD 88     -       107.999  (meters)     354.33   (feet)  ADJUSTED  
 BU1308  ___________________________________________________________________
 BU1308  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BU1308  DYNAMIC HT  -         107.865 (meters)     353.89  (feet)  COMP
 BU1308  MODELED GRAV-     979,402.2   (mgal)                       NAVD 88
 BU1308
 BU1308  VERT ORDER  -  SECOND    CLASS 0
 BU1308
 BU1308.The horizontal coordinates were scaled from a topographic map and have
 BU1308.an estimated accuracy of +/- 6 seconds.
 BU1308
 BU1308.The orthometric height was determined by differential leveling
 BU1308.and adjusted by the National Geodetic Survey in June 1991..
 BU1308
 BU1308.The geoid height was determined by GEOID03.
 BU1308
 BU1308.The dynamic height is computed by dividing the NAVD 88
 BU1308.geopotential number by the normal gravity value computed on the
 BU1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1308.degrees latitude (g = 980.6199 gals.).
 BU1308
 BU1308.The modeled gravity was interpolated from observed gravity values.
 BU1308
 BU1308;                    North         East    Units  Estimated Accuracy
 BU1308;SPC AL W     -   162,070.      624,370.      MT  (+/- 180 meters Scaled)
 BU1308
 BU1308                          SUPERSEDED SURVEY CONTROL
 BU1308
 BU1308  NGVD 29 (??/??/92)  107.981  (m)          354.27   (f) ADJ UNCH    2 0
 BU1308
 BU1308.Superseded values are not recommended for survey control.
 BU1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1308.See file dsdata.txt to determine how the superseded data were derived.
 BU1308
 BU1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV768807(NAD 83)
 BU1308_MARKER: DB = BENCH MARK DISK
 BU1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1308_STAMPING: E 16 1934
 BU1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1308+STABILITY: SURFACE MOTION
 BU1308
 BU1308  HISTORY     - Date     Condition        Report By
 BU1308  HISTORY     - 1934     MONUMENTED       CGS
 BU1308  HISTORY     - 1951     GOOD             NGS
 BU1308
 BU1308                          STATION DESCRIPTION
 BU1308
 BU1308'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1308'3.75 MI N FROM REPTON.
 BU1308'3.75 MILES NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU1308'STATION AT REPTON, ABOUT 0.3 MILE SOUTHWEST OF MILE POST 641, AT A
 BU1308'GRAVEL ROAD CROSSING (GRAVEL ROAD CROSSES TRACK TO THE EAST AND
 BU1308'PARALLELS THE TRACK TO NORTH), 33 1/2 FEET WEST OF THE WEST RAIL, 37
 BU1308'FEET EAST OF THE CENTER LINE OF GRAVEL ROAD PARALLELING TRACK, 64 FEET
 BU1308'NORTH OF THE FIRST TELEPHONE POLE NORTH OF CROSSING, 126 FEET
 BU1308'NORTHWEST OF THE CENTER OF THE CROSSING, 18 FEET EAST OF A FENCE LINE,
 BU1308'1 FOOT ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BU1308'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2587 ***********************************************************************
 CN2587  DESIGNATION -  E 160
 CN2587  PID         -  CN2587
 CN2587  STATE/COUNTY-  AL/GREENE
 CN2587  USGS QUAD   -  EUTAW (1980)
 CN2587
 CN2587                         *CURRENT SURVEY CONTROL
 CN2587  ___________________________________________________________________
 CN2587* NAD 83(1986)-  32 47 11.     (N)    087 58 33.     (W)     SCALED    
 CN2587* NAVD 88     -        57.710  (meters)     189.34   (feet)  ADJUSTED  
 CN2587  ___________________________________________________________________
 CN2587  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CN2587  DYNAMIC HT  -          57.645 (meters)     189.12  (feet)  COMP
 CN2587  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 CN2587
 CN2587  VERT ORDER  -  FIRST     CLASS II
 CN2587
 CN2587.The horizontal coordinates were scaled from a topographic map and have
 CN2587.an estimated accuracy of +/- 6 seconds.
 CN2587
 CN2587.The orthometric height was determined by differential leveling
 CN2587.and adjusted by the National Geodetic Survey in June 1991..
 CN2587
 CN2587.The geoid height was determined by GEOID03.
 CN2587
 CN2587.The dynamic height is computed by dividing the NAVD 88
 CN2587.geopotential number by the normal gravity value computed on the
 CN2587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2587.degrees latitude (g = 980.6199 gals.).
 CN2587
 CN2587.The modeled gravity was interpolated from observed gravity values.
 CN2587
 CN2587;                    North         East    Units  Estimated Accuracy
 CN2587;SPC AL W     -   309,020.      555,430.      MT  (+/- 180 meters Scaled)
 CN2587
 CN2587                          SUPERSEDED SURVEY CONTROL
 CN2587
 CN2587  NGVD 29 (??/??/92)   57.681  (m)          189.24   (f) ADJ UNCH    1 2
 CN2587
 CN2587.Superseded values are not recommended for survey control.
 CN2587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2587.See file dsdata.txt to determine how the superseded data were derived.
 CN2587
 CN2587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB086280(NAD 83)
 CN2587_MARKER: DB = BENCH MARK DISK
 CN2587_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN2587_SP_SET: PIER
 CN2587_STAMPING: E 160 1944
 CN2587_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2587
 CN2587  HISTORY     - Date     Condition        Report By
 CN2587  HISTORY     - 1944     MONUMENTED       CGS
 CN2587  HISTORY     - 1976     MARK NOT FOUND   USGS
 CN2587
 CN2587                          STATION DESCRIPTION
 CN2587
 CN2587'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CN2587'3.8 MI NE FROM BOLIGEE.
 CN2587'3.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN2587'BOLIGEE, GREENE COUNTY, 0.1 MILE SOUTHWEST OF MILEPOST 239, AT THE U.
 CN2587'S. HIGHWAY 11 OVERPASS, IN THE NORTHWEST FACE OF THE SOUTHWEST
 CN2587'CONCRETE PIER, 23.6 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND
 CN2587'5 FEET HIGHER THAN THE TRACK.  A STANDARD DISK, SET VERTICALLY. NOTE--
 CN2587'A NEW OVERPASS HAS BEEN PUT IN AT THIS LOCATION.
 CN2587
 CN2587                          STATION RECOVERY (1976)
 CN2587
 CN2587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CN2587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2588 ***********************************************************************
 CN2588  DESIGNATION -  E 160 RESET
 CN2588  PID         -  CN2588
 CN2588  STATE/COUNTY-  AL/GREENE
 CN2588  USGS QUAD   -  EUTAW (1980)
 CN2588
 CN2588                         *CURRENT SURVEY CONTROL
 CN2588  ___________________________________________________________________
 CN2588* NAD 83(1986)-  32 47 11.     (N)    087 58 33.     (W)     SCALED    
 CN2588* NAVD 88     -        56.48   (meters)     185.3    (feet)  RESET     
 CN2588  ___________________________________________________________________
 CN2588  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 CN2588
 CN2588  VERT ORDER  -  THIRD
 CN2588
 CN2588.The horizontal coordinates were scaled from a topographic map and have
 CN2588.an estimated accuracy of +/- 6 seconds.
 CN2588
 CN2588.The orthometric height was computed from unverified reset data.
 CN2588.No vertical observational check was made to the station.
 CN2588
 CN2588.The geoid height was determined by GEOID03.
 CN2588
 CN2588;                    North         East    Units  Estimated Accuracy
 CN2588;SPC AL W     -   309,020.      555,430.      MT  (+/- 180 meters Scaled)
 CN2588
 CN2588                          SUPERSEDED SURVEY CONTROL
 CN2588
 CN2588  NGVD 29 (11/20/03)   56.45   (m)          185.2    (f) RESET       3  
 CN2588
 CN2588.Superseded values are not recommended for survey control.
 CN2588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2588.See file dsdata.txt to determine how the superseded data were derived.
 CN2588
 CN2588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB086280(NAD 83)
 CN2588_MARKER: DB = BENCH MARK DISK
 CN2588_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2588_SP_SET: CONCRETE COLUMS
 CN2588_STAMPING: E 160 RESET 1973
 CN2588_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2588
 CN2588  HISTORY     - Date     Condition        Report By
 CN2588  HISTORY     - 1973     MONUMENTED       NGS
 CN2588
 CN2588                          STATION DESCRIPTION
 CN2588
 CN2588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 CN2588'3.8 MI NE FROM BOLIGEE.
 CN2588'LOCATED 3.8 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE
 CN2588'STATION AT BOLIGEE, GREENE COUNTY, 0.1 MILE SOUTHWEST OF MILEPOST 239,
 CN2588'AT THE OVER PASS ON U.S. HIGHWAY 11, SET VERTICALLY IN A DRILL HOLE IN
 CN2588'THE WEST ONE OF FOUR CONCRETE COLUMS ON THE NORTH SIDE OF THE TRACKS,
 CN2588'1.0 FOOT ABOVE THE CONCRETE REVETMENT SLAB AND 19.5 FEET NORTH OF THE
 CN2588'NORTH RAIL.  IT IS STAMPED E 160 RESET 1973.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0697 ***********************************************************************
 DH0697  DESIGNATION -  E 163
 DH0697  PID         -  DH0697
 DH0697  STATE/COUNTY-  AL/SHELBY
 DH0697  USGS QUAD   -  GREENWOOD (1978)
 DH0697
 DH0697                         *CURRENT SURVEY CONTROL
 DH0697  ___________________________________________________________________
 DH0697* NAD 83(1986)-  33 17 16.     (N)    086 55 41.     (W)     SCALED    
 DH0697* NAVD 88     -       164.603  (meters)     540.03   (feet)  ADJUSTED  
 DH0697  ___________________________________________________________________
 DH0697  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0697  DYNAMIC HT  -         164.420 (meters)     539.43  (feet)  COMP
 DH0697  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 DH0697
 DH0697  VERT ORDER  -  FIRST     CLASS II
 DH0697
 DH0697.The horizontal coordinates were scaled from a topographic map and have
 DH0697.an estimated accuracy of +/- 6 seconds.
 DH0697
 DH0697.The orthometric height was determined by differential leveling
 DH0697.and adjusted by the National Geodetic Survey in June 1991..
 DH0697
 DH0697.The geoid height was determined by GEOID03.
 DH0697
 DH0697.The dynamic height is computed by dividing the NAVD 88
 DH0697.geopotential number by the normal gravity value computed on the
 DH0697.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0697.degrees latitude (g = 980.6199 gals.).
 DH0697
 DH0697.The modeled gravity was interpolated from observed gravity values.
 DH0697
 DH0697;                    North         East    Units  Estimated Accuracy
 DH0697;SPC AL W     -   364,670.      653,270.      MT  (+/- 180 meters Scaled)
 DH0697
 DH0697                          SUPERSEDED SURVEY CONTROL
 DH0697
 DH0697  NGVD 29 (??/??/92)  164.559  (m)          539.89   (f) ADJ UNCH    1 2
 DH0697
 DH0697.Superseded values are not recommended for survey control.
 DH0697.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0697.See file dsdata.txt to determine how the superseded data were derived.
 DH0697
 DH0697_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB066831(NAD 83)
 DH0697_MARKER: DB = BENCH MARK DISK
 DH0697_SETTING: 80 = SET IN A BOULDER
 DH0697_SP_SET: BOULDER
 DH0697_STAMPING: E 163 1944
 DH0697_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0697+STABILITY: SURFACE MOTION
 DH0697
 DH0697  HISTORY     - Date     Condition        Report By
 DH0697  HISTORY     - 1944     MONUMENTED       CGS
 DH0697
 DH0697                          STATION DESCRIPTION
 DH0697
 DH0697'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0697'7.7 MI N FROM GURNEE JUNCTION.
 DH0697'7.7 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT GURNEE
 DH0697'JUNCTION, SHELBY COUNTY, 0.2 MILE NORTHEAST OF MILEPOST 24, 48.2 FEET
 DH0697'NORTHWEST OF THE NORTHWEST RAIL, 20.7 FEET NORTH OF A 20-INCH WALNUT
 DH0697'TREE, IN THE TOP OF A BOULDER ON THE SOUTHWEST SLOPE OF A HILL, ABOUT
 DH0697'1-1/2 FEET HIGHER THAN THE GROUND, AND ABOUT 8 FEET HIGHER THAN THE
 DH0697'TRACK.  A STANDARD DISK, STAMPED E 163 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0732 ***********************************************************************
 DH0732  DESIGNATION -  E 164
 DH0732  PID         -  DH0732
 DH0732  STATE/COUNTY-  AL/SHELBY
 DH0732  USGS QUAD   -  ALDRICH (1979)
 DH0732
 DH0732                         *CURRENT SURVEY CONTROL
 DH0732  ___________________________________________________________________
 DH0732* NAD 83(1986)-  33 06 07.     (N)    086 53 34.     (W)     SCALED    
 DH0732* NAVD 88     -       126.035  (meters)     413.50   (feet)  ADJUSTED  
 DH0732  ___________________________________________________________________
 DH0732  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0732  DYNAMIC HT  -         125.892 (meters)     413.03  (feet)  COMP
 DH0732  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 DH0732
 DH0732  VERT ORDER  -  FIRST     CLASS II
 DH0732
 DH0732.The horizontal coordinates were scaled from a topographic map and have
 DH0732.an estimated accuracy of +/- 6 seconds.
 DH0732
 DH0732.The orthometric height was determined by differential leveling
 DH0732.and adjusted by the National Geodetic Survey in June 1991..
 DH0732
 DH0732.The geoid height was determined by GEOID03.
 DH0732
 DH0732.The dynamic height is computed by dividing the NAVD 88
 DH0732.geopotential number by the normal gravity value computed on the
 DH0732.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0732.degrees latitude (g = 980.6199 gals.).
 DH0732
 DH0732.The modeled gravity was interpolated from observed gravity values.
 DH0732
 DH0732;                    North         East    Units  Estimated Accuracy
 DH0732;SPC AL W     -   344,080.      656,680.      MT  (+/- 180 meters Scaled)
 DH0732
 DH0732                          SUPERSEDED SURVEY CONTROL
 DH0732
 DH0732  NGVD 29 (??/??/92)  125.993  (m)          413.36   (f) ADJ UNCH    1 2
 DH0732
 DH0732.Superseded values are not recommended for survey control.
 DH0732.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0732.See file dsdata.txt to determine how the superseded data were derived.
 DH0732
 DH0732_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB100625(NAD 83)
 DH0732_MARKER: DB = BENCH MARK DISK
 DH0732_SETTING: 66 = SET IN ROCK OUTCROP
 DH0732_SP_SET: ROCK OUTCROP
 DH0732_STAMPING: E 164 1944
 DH0732_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0732+STABILITY: POSITION/ELEVATION WELL
 DH0732
 DH0732  HISTORY     - Date     Condition        Report By
 DH0732  HISTORY     - 1944     MONUMENTED       CGS
 DH0732
 DH0732                          STATION DESCRIPTION
 DH0732
 DH0732'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0732'0.4 MI S FROM ALDRICH.
 DH0732'0.4 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT ALDRICH,
 DH0732'SHELBY COUNTY, 0.1 MILE SOUTH OF MILEPOST 2, 57 FEET EAST OF THE
 DH0732'CENTER LINE OF THE TRACK, ON THE EAST BANK OF A SMALL CREEK, IN THE
 DH0732'TOP OF A ROCK OUTCROP, AND ABOUT 3 FEET LOWER THAN THE TRACK.  A
 DH0732'STANDARD DISK, STAMPED E 164 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1089 ***********************************************************************
 DH1089  DESIGNATION -  E 165
 DH1089  PID         -  DH1089
 DH1089  STATE/COUNTY-  AL/JEFFERSON
 DH1089  USGS QUAD   -  PINSON (1979)
 DH1089
 DH1089                         *CURRENT SURVEY CONTROL
 DH1089  ___________________________________________________________________
 DH1089* NAD 83(1986)-  33 41 38.     (N)    086 44 01.     (W)     SCALED    
 DH1089* NAVD 88     -       145.093  (meters)     476.03   (feet)  ADJUSTED  
 DH1089  ___________________________________________________________________
 DH1089  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH1089  DYNAMIC HT  -         144.934 (meters)     475.50  (feet)  COMP
 DH1089  MODELED GRAV-     979,534.9   (mgal)                       NAVD 88
 DH1089
 DH1089  VERT ORDER  -  FIRST     CLASS II
 DH1089
 DH1089.The horizontal coordinates were scaled from a topographic map and have
 DH1089.an estimated accuracy of +/- 6 seconds.
 DH1089
 DH1089.The orthometric height was determined by differential leveling
 DH1089.and adjusted by the National Geodetic Survey in June 1991..
 DH1089
 DH1089.The geoid height was determined by GEOID03.
 DH1089
 DH1089.The dynamic height is computed by dividing the NAVD 88
 DH1089.geopotential number by the normal gravity value computed on the
 DH1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1089.degrees latitude (g = 980.6199 gals.).
 DH1089
 DH1089.The modeled gravity was interpolated from observed gravity values.
 DH1089
 DH1089;                    North         East    Units  Estimated Accuracy
 DH1089;SPC AL W     -   409,830.      671,050.      MT  (+/- 180 meters Scaled)
 DH1089
 DH1089                          SUPERSEDED SURVEY CONTROL
 DH1089
 DH1089  NGVD 29 (??/??/92)  145.058  (m)          475.91   (f) ADJ UNCH    1 2
 DH1089
 DH1089.Superseded values are not recommended for survey control.
 DH1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1089.See file dsdata.txt to determine how the superseded data were derived.
 DH1089
 DH1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC246282(NAD 83)
 DH1089_MARKER: DB = BENCH MARK DISK
 DH1089_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DH1089_SP_SET: UNSPECIFIED ROCK
 DH1089_STAMPING: E 165 1944
 DH1089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1089
 DH1089  HISTORY     - Date     Condition        Report By
 DH1089  HISTORY     - 1944     MONUMENTED       CGS
 DH1089  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1089
 DH1089                          STATION DESCRIPTION
 DH1089
 DH1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1089'3.8 MI N FROM NEWCASTLE.
 DH1089'ABOUT 3.8 MILES NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1089'FROM THE STATION AT NEWCASTLE.  ABOUT 350 FEET SOUTH OF MILE-POST 377,
 DH1089'10.5 FEET WEST OF AND ABOUT 2.5 FEET ABOVE THE CENTER LINE OF THE WEST
 DH1089'TRACK, AND SET IN THE TOP OF A PROJECTION OF ROCK IN THE APPROXIMATE
 DH1089'CENTER OF A CUT.
 DH1089
 DH1089                          STATION RECOVERY (1982)
 DH1089
 DH1089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1089'NOT RECOVERED, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1042 ***********************************************************************
 DH1042  DESIGNATION -  E 166
 DH1042  PID         -  DH1042
 DH1042  STATE/COUNTY-  AL/BLOUNT
 DH1042  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1042
 DH1042                         *CURRENT SURVEY CONTROL
 DH1042  ___________________________________________________________________
 DH1042* NAD 83(1986)-  33 52 37.     (N)    086 45 10.     (W)     SCALED    
 DH1042* NAVD 88     -       164.285  (meters)     538.99   (feet)  ADJUSTED  
 DH1042  ___________________________________________________________________
 DH1042  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH1042  DYNAMIC HT  -         164.110 (meters)     538.42  (feet)  COMP
 DH1042  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 DH1042
 DH1042  VERT ORDER  -  FIRST     CLASS II
 DH1042
 DH1042.The horizontal coordinates were scaled from a topographic map and have
 DH1042.an estimated accuracy of +/- 6 seconds.
 DH1042
 DH1042.The orthometric height was determined by differential leveling
 DH1042.and adjusted by the National Geodetic Survey in June 1991..
 DH1042
 DH1042.The geoid height was determined by GEOID03.
 DH1042
 DH1042.The dynamic height is computed by dividing the NAVD 88
 DH1042.geopotential number by the normal gravity value computed on the
 DH1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1042.degrees latitude (g = 980.6199 gals.).
 DH1042
 DH1042.The modeled gravity was interpolated from observed gravity values.
 DH1042
 DH1042;                    North         East    Units  Estimated Accuracy
 DH1042;SPC AL W     -   430,120.      669,130.      MT  (+/- 180 meters Scaled)
 DH1042
 DH1042                          SUPERSEDED SURVEY CONTROL
 DH1042
 DH1042  NGVD 29 (??/??/92)  164.250  (m)          538.88   (f) ADJ UNCH    1 2
 DH1042
 DH1042.Superseded values are not recommended for survey control.
 DH1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1042.See file dsdata.txt to determine how the superseded data were derived.
 DH1042
 DH1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC228485(NAD 83)
 DH1042_MARKER: DB = BENCH MARK DISK
 DH1042_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1042_SP_SET: BRIDGE
 DH1042_STAMPING: E 166 1944
 DH1042_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1042
 DH1042  HISTORY     - Date     Condition        Report By
 DH1042  HISTORY     - 1944     MONUMENTED       CGS
 DH1042  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1042
 DH1042                          STATION DESCRIPTION
 DH1042
 DH1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1042'2.0 MI N FROM NYOTA.
 DH1042'ABOUT 2.0 MILES NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1042'FROM THE STATION AT NYOTA, SET IN A BRIDGE OVER A FARM ROAD, ABOUT 400
 DH1042'FEET NORTH OF MILE-POST 364, 11.7 FEET EAST OF AND ABOUT 1.0 FOOT
 DH1042'BELOW THE CENTER LINE OF THE EAST TRACK, IN THE NORTH END OF THE EAST
 DH1042'HEADWALL OF THE CONCRETE BRIDGE.
 DH1042
 DH1042                          STATION RECOVERY (1982)
 DH1042
 DH1042'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1042'NOT RECOVERED, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0439 ***********************************************************************
 EF0439  DESIGNATION -  E 167
 EF0439  PID         -  EF0439
 EF0439  STATE/COUNTY-  AL/CULLMAN
 EF0439  USGS QUAD   -  HANCEVILLE (1993)
 EF0439
 EF0439                         *CURRENT SURVEY CONTROL
 EF0439  ___________________________________________________________________
 EF0439* NAD 83(1986)-  34 06 12.     (N)    086 47 17.     (W)     SCALED    
 EF0439* NAVD 88     -       202.424  (meters)     664.12   (feet)  ADJUSTED  
 EF0439  ___________________________________________________________________
 EF0439  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 EF0439  DYNAMIC HT  -         202.214 (meters)     663.43  (feet)  COMP
 EF0439  MODELED GRAV-     979,594.0   (mgal)                       NAVD 88
 EF0439
 EF0439  VERT ORDER  -  FIRST     CLASS II
 EF0439
 EF0439.The horizontal coordinates were scaled from a topographic map and have
 EF0439.an estimated accuracy of +/- 6 seconds.
 EF0439
 EF0439.The orthometric height was determined by differential leveling
 EF0439.and adjusted by the National Geodetic Survey in June 1991..
 EF0439
 EF0439.The geoid height was determined by GEOID03.
 EF0439
 EF0439.The dynamic height is computed by dividing the NAVD 88
 EF0439.geopotential number by the normal gravity value computed on the
 EF0439.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0439.degrees latitude (g = 980.6199 gals.).
 EF0439
 EF0439.The modeled gravity was interpolated from observed gravity values.
 EF0439
 EF0439;                    North         East    Units  Estimated Accuracy
 EF0439;SPC AL W     -   455,210.      665,690.      MT  (+/- 180 meters Scaled)
 EF0439
 EF0439                          SUPERSEDED SURVEY CONTROL
 EF0439
 EF0439  NGVD 29 (??/??/92)  202.391  (m)          664.01   (f) ADJ UNCH    1 2
 EF0439
 EF0439.Superseded values are not recommended for survey control.
 EF0439.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0439.See file dsdata.txt to determine how the superseded data were derived.
 EF0439
 EF0439_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC195736(NAD 83)
 EF0439_MARKER: DB = BENCH MARK DISK
 EF0439_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0439_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0439_STAMPING: E 167 1944
 EF0439_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0439+STABILITY: SURFACE MOTION
 EF0439
 EF0439  HISTORY     - Date     Condition        Report By
 EF0439  HISTORY     - 1944     MONUMENTED       CGS
 EF0439  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0439
 EF0439                          STATION DESCRIPTION
 EF0439
 EF0439'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0439'3.6 MI N FROM HANCEVILLE.
 EF0439'ABOUT 3.6 MILES NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0439'FROM THE STATION AT HANCEVILLE, ABOUT 0.15 MILE NORTH OF MILE-POST
 EF0439'346, 33.0 FEET NORTH OF A DIRT ROAD CROSSING THE TRACKS, 30.5 FEET
 EF0439'EAST OF AND ABOUT 3.0 FEET ABOVE THE CENTER LINE OF THE EAST TRACK,
 EF0439'2.0 FEET NORTH OF A 4 X 4-INCH REFERENCE POST. A DISK SET IN A
 EF0439'CONCRETE POST PROJECTING ABOUT 0.5 FOOT.
 EF0439
 EF0439                          STATION RECOVERY (1982)
 EF0439
 EF0439'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0439'NOT RECOVERED.  PROBABLY TAKEN OUT BY LANDSCAPING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0406 ***********************************************************************
 EF0406  DESIGNATION -  E 168
 EF0406  PID         -  EF0406
 EF0406  STATE/COUNTY-  AL/MORGAN
 EF0406  USGS QUAD   -  FALKVILLE (1982)
 EF0406
 EF0406                         *CURRENT SURVEY CONTROL
 EF0406  ___________________________________________________________________
 EF0406* NAD 83(1986)-  34 21 38.     (N)    086 54 26.     (W)     SCALED    
 EF0406* NAVD 88     -       182.873  (meters)     599.98   (feet)  ADJUSTED  
 EF0406  ___________________________________________________________________
 EF0406  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 EF0406  DYNAMIC HT  -         182.688 (meters)     599.37  (feet)  COMP
 EF0406  MODELED GRAV-     979,620.6   (mgal)                       NAVD 88
 EF0406
 EF0406  VERT ORDER  -  FIRST     CLASS II
 EF0406
 EF0406.The horizontal coordinates were scaled from a topographic map and have
 EF0406.an estimated accuracy of +/- 6 seconds.
 EF0406
 EF0406.The orthometric height was determined by differential leveling
 EF0406.and adjusted by the National Geodetic Survey in June 1991..
 EF0406.WARNING-Repeat measurements at this control monument indicate possible
 EF0406.vertical movement.
 EF0406
 EF0406.The geoid height was determined by GEOID03.
 EF0406
 EF0406.The dynamic height is computed by dividing the NAVD 88
 EF0406.geopotential number by the normal gravity value computed on the
 EF0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0406.degrees latitude (g = 980.6199 gals.).
 EF0406
 EF0406.The modeled gravity was interpolated from observed gravity values.
 EF0406
 EF0406;                    North         East    Units  Estimated Accuracy
 EF0406;SPC AL W     -   483,670.      654,530.      MT  (+/- 180 meters Scaled)
 EF0406
 EF0406                          SUPERSEDED SURVEY CONTROL
 EF0406
 EF0406.No superseded survey control is available for this station.
 EF0406
 EF0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED085021(NAD 83)
 EF0406_MARKER: DB = BENCH MARK DISK
 EF0406_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0406_SP_SET: BRIDGE
 EF0406_STAMPING: E 168 1944
 EF0406_MARK LOGO: CGS   
 EF0406_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0406
 EF0406  HISTORY     - Date     Condition        Report By
 EF0406  HISTORY     - 1944     MONUMENTED       CGS
 EF0406  HISTORY     - 1950     GOOD             NGS
 EF0406  HISTORY     - 1982     GOOD             NGS
 EF0406  HISTORY     - 20050525 MARK NOT FOUND   ALHD
 EF0406
 EF0406                          STATION DESCRIPTION
 EF0406
 EF0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0406'0.4 MI S FROM FALKVILLE.
 EF0406'ABOUT 0.4 MILE SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0406'FROM THE STATION AT FALKVILLE, ABOUT 1.7 MILES NORTH OF LACON, 0.1
 EF0406'MILE NORTH OF MILEPOST 326, 11.0 FEET WEST OF AND ABOUT 2.0 FEET BELOW
 EF0406'THE CENTER LINE OF THE WEST TRACK, AND SET IN THE SOUTH END OF THE
 EF0406'WEST HEADWALL OF A LARGE CONCRETE CULVERT, DIRECTLY EAST OF A CONCRETE
 EF0406'HIGHWAY BRIDGE.
 EF0406
 EF0406                          STATION RECOVERY (1950)
 EF0406
 EF0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0406'RECOVERED IN GOOD CONDITION.
 EF0406
 EF0406                          STATION RECOVERY (1982)
 EF0406
 EF0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0406'RECOVERED IN GOOD CONDITION.  NOTE, THE FIRST LETTER OF THE
 EF0406'DESIGNATION IS NOT CLEARLY LEGIBLE, 1.0 KM (0.65 MI) SOUTH ALONG U.S.
 EF0406'HIGHWAY 31 FROM THE JUNCTION OF COUNTY ROAD 55 IN FALKVILLE, SET IN A
 EF0406'CULVERT UNDER THE LOUISVILLE AND NASHVILLE RAILROAD.
 EF0406
 EF0406                          STATION RECOVERY (2005)
 EF0406
 EF0406'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0406'HEADWALL HAS BEEN EXTENDED VERTICALLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1504 ***********************************************************************
 DH1504  DESIGNATION -  E 169
 DH1504  PID         -  DH1504
 DH1504  STATE/COUNTY-  AL/WALKER
 DH1504  USGS QUAD   -  CORDOVA (1983)
 DH1504
 DH1504                         *CURRENT SURVEY CONTROL
 DH1504  ___________________________________________________________________
 DH1504* NAD 83(1986)-  33 50 26.     (N)    087 12 54.     (W)     SCALED    
 DH1504* NAVD 88     -       115.121  (meters)     377.69   (feet)  ADJUSTED  
 DH1504  ___________________________________________________________________
 DH1504  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DH1504  DYNAMIC HT  -         115.003 (meters)     377.31  (feet)  COMP
 DH1504  MODELED GRAV-     979,612.0   (mgal)                       NAVD 88
 DH1504
 DH1504  VERT ORDER  -  SECOND    CLASS 0
 DH1504
 DH1504.The horizontal coordinates were scaled from a topographic map and have
 DH1504.an estimated accuracy of +/- 6 seconds.
 DH1504
 DH1504.The orthometric height was determined by differential leveling
 DH1504.and adjusted by the National Geodetic Survey in June 1991..
 DH1504
 DH1504.The geoid height was determined by GEOID03.
 DH1504
 DH1504.The dynamic height is computed by dividing the NAVD 88
 DH1504.geopotential number by the normal gravity value computed on the
 DH1504.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1504.degrees latitude (g = 980.6199 gals.).
 DH1504
 DH1504.The modeled gravity was interpolated from observed gravity values.
 DH1504
 DH1504;                    North         East    Units  Estimated Accuracy
 DH1504;SPC AL W     -   425,870.      626,380.      MT  (+/- 180 meters Scaled)
 DH1504
 DH1504                          SUPERSEDED SURVEY CONTROL
 DH1504
 DH1504  NGVD 29 (??/??/92)  115.094  (m)          377.60   (f) ADJ UNCH    2 0
 DH1504
 DH1504.Superseded values are not recommended for survey control.
 DH1504.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1504.See file dsdata.txt to determine how the superseded data were derived.
 DH1504
 DH1504_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC801444(NAD 83)
 DH1504_MARKER: DB = BENCH MARK DISK
 DH1504_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1504_SP_SET: BRIDGE
 DH1504_STAMPING: E 169 1944
 DH1504_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1504
 DH1504  HISTORY     - Date     Condition        Report By
 DH1504  HISTORY     - 1944     MONUMENTED       CGS
 DH1504
 DH1504                          STATION DESCRIPTION
 DH1504
 DH1504'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1504'3.7 MI E FROM JASPER.
 DH1504'ABOUT 3.7 MILES EASTERLY ALONG STATE HIGHWAY 69 FROM THE COURT HOUSE
 DH1504'AT JASPER, AT THE EAST END OF A SMALL CONCRETE BRIDGE, 13.5 FEET SOUTH
 DH1504'OF AND THE SAME ELEVATION AS THE CENTER LINE OF THE HIGHWAY, 1.0 FOOT
 DH1504'SOUTH OF THE SOUTH GUARD RAIL, AND SET HORIZONTALLY IN THE TOP OF THE
 DH1504'EAST ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0410 ***********************************************************************
 BU0410  DESIGNATION -  E 17
 BU0410  PID         -  BU0410
 BU0410  STATE/COUNTY-  AL/ESCAMBIA
 BU0410  USGS QUAD   -  DIXIE (1981)
 BU0410
 BU0410                         *CURRENT SURVEY CONTROL
 BU0410  ___________________________________________________________________
 BU0410* NAD 83(1986)-  31 09 00.     (N)    086 44 24.     (W)     SCALED    
 BU0410* NAVD 88     -        78.267  (meters)     256.78   (feet)  ADJUSTED  
 BU0410  ___________________________________________________________________
 BU0410  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BU0410  DYNAMIC HT  -          78.171 (meters)     256.47  (feet)  COMP
 BU0410  MODELED GRAV-     979,417.9   (mgal)                       NAVD 88
 BU0410
 BU0410  VERT ORDER  -  SECOND    CLASS 0
 BU0410
 BU0410.The horizontal coordinates were scaled from a topographic map and have
 BU0410.an estimated accuracy of +/- 6 seconds.
 BU0410
 BU0410.The orthometric height was determined by differential leveling
 BU0410.and adjusted by the National Geodetic Survey in June 1991..
 BU0410
 BU0410.The geoid height was determined by GEOID03.
 BU0410
 BU0410.The dynamic height is computed by dividing the NAVD 88
 BU0410.geopotential number by the normal gravity value computed on the
 BU0410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0410.degrees latitude (g = 980.6199 gals.).
 BU0410
 BU0410.The modeled gravity was interpolated from observed gravity values.
 BU0410
 BU0410;                    North         East    Units  Estimated Accuracy
 BU0410;SPC AL W     -   127,730.      672,470.      MT  (+/- 180 meters Scaled)
 BU0410
 BU0410                          SUPERSEDED SURVEY CONTROL
 BU0410
 BU0410  NGVD 29 (??/??/92)   78.298  (m)          256.88   (f) ADJ UNCH    2 0
 BU0410
 BU0410.Superseded values are not recommended for survey control.
 BU0410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0410.See file dsdata.txt to determine how the superseded data were derived.
 BU0410
 BU0410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV247462(NAD 83)
 BU0410_MARKER: DB = BENCH MARK DISK
 BU0410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0410_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0410_STAMPING: E 17 1934
 BU0410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0410+STABILITY: SURFACE MOTION
 BU0410
 BU0410  HISTORY     - Date     Condition        Report By
 BU0410  HISTORY     - 1934     MONUMENTED       CGS
 BU0410  HISTORY     - 1955     GOOD             NGS
 BU0410
 BU0410                          STATION DESCRIPTION
 BU0410
 BU0410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0410'20.85 MI SW FROM ANDALUSIA.
 BU0410'20.85 MILES SOUTHWEST ALONG U. S. HIGHWAY 29 FROM THE POST OFFICE AT
 BU0410'ANDALUSIA, 1.1 MILES SOUTHWEST OF THE DIXIE COMMUNITY CHURCH, 49 FEET
 BU0410'SOUTH SOUTH-WEST OF THE CENTER LINE OF 29, 39 1/2 FEET WEST OF A
 BU0410'TELEPHONE POLE, 125 FEET SOUTHEAST AND ACROSS 29 FROM POWER POLE WITH
 BU0410'TRANSFORMER AND 2 BRANCHES, 30 FEET EAST SOUTH-EAST OF A FENCE CORNER,
 BU0410'177 FEET SOUTHEAST AND ACROSS 29 FROM RIGHT-OF-WAY STATION 132 / 11.1,
 BU0410'3 FEET ABOVE THE LEVEL OF 29 AND SET IN THE TOP OF A CONCRETE POST
 BU0410'PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0575 ***********************************************************************
 EF0575  DESIGNATION -  E 170
 EF0575  PID         -  EF0575
 EF0575  STATE/COUNTY-  AL/CULLMAN
 EF0575  USGS QUAD   -  TRIMBLE (1984)
 EF0575
 EF0575                         *CURRENT SURVEY CONTROL
 EF0575  ___________________________________________________________________
 EF0575* NAD 83(1986)-  34 01 49.     (N)    086 57 50.     (W)     SCALED    
 EF0575* NAVD 88     -       134.372  (meters)     440.85   (feet)  ADJUSTED  
 EF0575  ___________________________________________________________________
 EF0575  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 EF0575  DYNAMIC HT  -         134.233 (meters)     440.40  (feet)  COMP
 EF0575  MODELED GRAV-     979,598.9   (mgal)                       NAVD 88
 EF0575
 EF0575  VERT ORDER  -  SECOND    CLASS 0
 EF0575
 EF0575.The horizontal coordinates were scaled from a topographic map and have
 EF0575.an estimated accuracy of +/- 6 seconds.
 EF0575
 EF0575.The orthometric height was determined by differential leveling
 EF0575.and adjusted by the National Geodetic Survey in June 1991..
 EF0575
 EF0575.The geoid height was determined by GEOID03.
 EF0575
 EF0575.The dynamic height is computed by dividing the NAVD 88
 EF0575.geopotential number by the normal gravity value computed on the
 EF0575.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0575.degrees latitude (g = 980.6199 gals.).
 EF0575
 EF0575.The modeled gravity was interpolated from observed gravity values.
 EF0575
 EF0575;                    North         East    Units  Estimated Accuracy
 EF0575;SPC AL W     -   447,010.      649,510.      MT  (+/- 180 meters Scaled)
 EF0575
 EF0575                          SUPERSEDED SURVEY CONTROL
 EF0575
 EF0575  NGVD 29 (??/??/92)  134.350  (m)          440.78   (f) ADJ UNCH    2 0
 EF0575
 EF0575.Superseded values are not recommended for survey control.
 EF0575.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0575.See file dsdata.txt to determine how the superseded data were derived.
 EF0575
 EF0575_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC033655(NAD 83)
 EF0575_MARKER: DB = BENCH MARK DISK
 EF0575_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0575_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0575_STAMPING: E 170 1944
 EF0575_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0575+STABILITY: SURFACE MOTION
 EF0575
 EF0575  HISTORY     - Date     Condition        Report By
 EF0575  HISTORY     - 1944     MONUMENTED       CGS
 EF0575  HISTORY     - 1967     MARK NOT FOUND   USGS
 EF0575
 EF0575                          STATION DESCRIPTION
 EF0575
 EF0575'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0575'13.4 MI SW FROM CULLMAN.
 EF0575'ABOUT 13.4 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 69 FROM THE COURT
 EF0575'HOUSE AT CULLMAN, ABOUT 3.0 MILES NORTHEAST OF THE STORE AT BREMEN,
 EF0575'24.0 FEET SOUTHEAST OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE
 EF0575'OF THE HIGHWAY, 24.0 FEET EAST OF THE SOUTHEAST END OF A SMALL PIPE
 EF0575'CULVERT, 9.0 FEET SOUTHWEST OF A DIM TRACK ROAD LEADING SOUTHEAST, 2.0
 EF0575'FEET NORTH OF A 4 X 4 INCH REFERENCE POST.  MONUMENT PROJECTS ABOUT
 EF0575'0.7 FOOT.
 EF0575
 EF0575                          STATION RECOVERY (1967)
 EF0575
 EF0575'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EF0575'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2077 ***********************************************************************
 DH2077  DESIGNATION -  E 171
 DH2077  PID         -  DH2077
 DH2077  STATE/COUNTY-  AL/PICKENS
 DH2077  USGS QUAD   -  PALMETTO (1967)
 DH2077
 DH2077                         *CURRENT SURVEY CONTROL
 DH2077  ___________________________________________________________________
 DH2077* NAD 83(1986)-  33 28 17.     (N)    087 59 07.     (W)     SCALED    
 DH2077* NAVD 88     -        89.826  (meters)     294.70   (feet)  ADJUSTED  
 DH2077  ___________________________________________________________________
 DH2077  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 DH2077  DYNAMIC HT  -          89.730 (meters)     294.39  (feet)  COMP
 DH2077  MODELED GRAV-     979,562.9   (mgal)                       NAVD 88
 DH2077
 DH2077  VERT ORDER  -  SECOND    CLASS 0
 DH2077
 DH2077.The horizontal coordinates were scaled from a topographic map and have
 DH2077.an estimated accuracy of +/- 6 seconds.
 DH2077
 DH2077.The orthometric height was determined by differential leveling
 DH2077.and adjusted by the National Geodetic Survey in June 1991..
 DH2077
 DH2077.The geoid height was determined by GEOID03.
 DH2077
 DH2077.The dynamic height is computed by dividing the NAVD 88
 DH2077.geopotential number by the normal gravity value computed on the
 DH2077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2077.degrees latitude (g = 980.6199 gals.).
 DH2077
 DH2077.The modeled gravity was interpolated from observed gravity values.
 DH2077
 DH2077;                    North         East    Units  Estimated Accuracy
 DH2077;SPC AL W     -   385,000.      554,900.      MT  (+/- 180 meters Scaled)
 DH2077
 DH2077                          SUPERSEDED SURVEY CONTROL
 DH2077
 DH2077  NGVD 29 (??/??/92)   89.782  (m)          294.56   (f) ADJ UNCH    2 0
 DH2077
 DH2077.Superseded values are not recommended for survey control.
 DH2077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2077.See file dsdata.txt to determine how the superseded data were derived.
 DH2077
 DH2077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC084039(NAD 83)
 DH2077_MARKER: DD = SURVEY DISK
 DH2077_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH2077_SP_SET: CULVERT
 DH2077_STAMPING: E 171 1944
 DH2077_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2077
 DH2077  HISTORY     - Date     Condition        Report By
 DH2077  HISTORY     - 1944     MONUMENTED       CGS
 DH2077
 DH2077                          STATION DESCRIPTION
 DH2077
 DH2077'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH2077'6.7 MI N FROM REFORM.
 DH2077'ABOUT 6.7 MILES NORTHERLY ALONG STATE HIGHWAY 17 FROM THE GULF MOBILE
 DH2077'AND OHIO RAILROAD STATION AT REFORM, ABOUT 1.3 MILES SOUTH OF THE
 DH2077'INTERSECTION AT PALMETTO, 23.0 FEET EAST OF AND ABOUT THE SAME
 DH2077'ELEVATION AS THE CENTER LINE OF THE HIGHWAY, AND SET HORIZONTALLY IN
 DH2077'THE NORTH END OF THE EAST HEAD-WALL OF A LARGE CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1741 ***********************************************************************
 DH1741  DESIGNATION -  E 172 RESET
 DH1741  PID         -  DH1741
 DH1741  STATE/COUNTY-  AL/FAYETTE
 DH1741  USGS QUAD   -  HOWARD (1981)
 DH1741
 DH1741                         *CURRENT SURVEY CONTROL
 DH1741  ___________________________________________________________________
 DH1741* NAD 83(1986)-  33 46 44.     (N)    087 36 13.     (W)     SCALED    
 DH1741* NAVD 88     -       135.31   (meters)     443.9    (feet)  RESET     
 DH1741  ___________________________________________________________________
 DH1741  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 DH1741
 DH1741  VERT ORDER  -  THIRD
 DH1741
 DH1741.The horizontal coordinates were scaled from a topographic map and have
 DH1741.an estimated accuracy of +/- 6 seconds.
 DH1741
 DH1741.The orthometric height was computed from unverified reset data.
 DH1741
 DH1741.The geoid height was determined by GEOID03.
 DH1741
 DH1741;                    North         East    Units  Estimated Accuracy
 DH1741;SPC AL W     -   419,000.      590,400.      MT  (+/- 180 meters Scaled)
 DH1741
 DH1741                          SUPERSEDED SURVEY CONTROL
 DH1741
 DH1741.No superseded survey control is available for this station.
 DH1741
 DH1741_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC441378(NAD 83)
 DH1741_MARKER: DB = BENCH MARK DISK
 DH1741_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1741_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1741_STAMPING: E 172 RESET 1958
 DH1741_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1741+STABILITY: SURFACE MOTION
 DH1741
 DH1741  HISTORY     - Date     Condition        Report By
 DH1741  HISTORY     - 1958     MONUMENTED       CGS
 DH1741
 DH1741                          STATION DESCRIPTION
 DH1741
 DH1741'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 DH1741'9.3 MI N FROM BERRY.
 DH1741'1.3 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE HIGH SCHOOL AT BERRY,
 DH1741'FAYETTE COUNTY, THEN TURN LEFT AT A FORK AND GO FOR 0.25 MILE TO A
 DH1741'FORK, TAKE THE RIGHT FORK AND GO NORTH FOR 7.75 MILES TO A SIDE ROAD
 DH1741'LEADING WEST AND THE MARK IN THE NORTHWEST ANGLE.  IT IS 59 FEET WEST
 DH1741'OF THE CENTERLINE OF THE MAIN ROAD, 48 FEET NORTH OF THE CENTERLINE OF
 DH1741'THE ROAD LEADING WEST, 76 FEET NORTHWEST OF THE CENTERLINE OF THE
 DH1741'INTERSECTION, AND 3 FEET WEST OF A CONCRETE WITNESS POST.  A STANDARD
 DH1741'DISK, STAMPED E 172 RESET 1958 AND SET IN THE TOP OF A CONCRETE POST
 DH1741'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1587 ***********************************************************************
 DH1587  DESIGNATION -  E 173
 DH1587  PID         -  DH1587
 DH1587  STATE/COUNTY-  AL/JEFFERSON
 DH1587  USGS QUAD   -  MC CALLA (1980)
 DH1587
 DH1587                         *CURRENT SURVEY CONTROL
 DH1587  ___________________________________________________________________
 DH1587* NAD 83(1986)-  33 19 17.     (N)    087 01 18.     (W)     SCALED    
 DH1587* NAVD 88     -       151.417  (meters)     496.77   (feet)  ADJUSTED  
 DH1587  ___________________________________________________________________
 DH1587  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH1587  DYNAMIC HT  -         151.249 (meters)     496.22  (feet)  COMP
 DH1587  MODELED GRAV-     979,525.1   (mgal)                       NAVD 88
 DH1587
 DH1587  VERT ORDER  -  FIRST     CLASS II
 DH1587
 DH1587.The horizontal coordinates were scaled from a topographic map and have
 DH1587.an estimated accuracy of +/- 6 seconds.
 DH1587
 DH1587.The orthometric height was determined by differential leveling
 DH1587.and adjusted by the National Geodetic Survey in June 1991..
 DH1587
 DH1587.The geoid height was determined by GEOID03.
 DH1587
 DH1587.The dynamic height is computed by dividing the NAVD 88
 DH1587.geopotential number by the normal gravity value computed on the
 DH1587.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1587.degrees latitude (g = 980.6199 gals.).
 DH1587
 DH1587.The modeled gravity was interpolated from observed gravity values.
 DH1587
 DH1587;                    North         East    Units  Estimated Accuracy
 DH1587;SPC AL W     -   368,360.      644,540.      MT  (+/- 180 meters Scaled)
 DH1587
 DH1587                          SUPERSEDED SURVEY CONTROL
 DH1587
 DH1587  NGVD 29 (??/??/92)  151.372  (m)          496.63   (f) ADJ UNCH    1 2
 DH1587
 DH1587.Superseded values are not recommended for survey control.
 DH1587.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1587.See file dsdata.txt to determine how the superseded data were derived.
 DH1587
 DH1587_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB979869(NAD 83)
 DH1587_MARKER: DB = BENCH MARK DISK
 DH1587_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1587_SP_SET: CULVERT
 DH1587_STAMPING: E 173 1944
 DH1587_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1587
 DH1587  HISTORY     - Date     Condition        Report By
 DH1587  HISTORY     - 1944     MONUMENTED       CGS
 DH1587  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH1587
 DH1587                          STATION DESCRIPTION
 DH1587
 DH1587'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1587'0.7 MI SW FROM MCCALLA.
 DH1587'0.7 MILE SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DH1587'MCCALLA, 0.2 MILE NORTHEAST OF MILEPOST 161, 12.5 FEET SOUTHEAST OF
 DH1587'AND 1.0 FOOT BELOW THE CENTERLINE OF THE SOUTHEAST TRACK, AND SET
 DH1587'HORIZONTALLY IN A DRILL HOLE IN THE SOUTHWEST END OF THE SOUTHEAST
 DH1587'HEADWALL OF A LARGE CONCRETE CULVERT UNDER THE RAILROAD.
 DH1587
 DH1587                          STATION RECOVERY (1975)
 DH1587
 DH1587'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH1587'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1620 ***********************************************************************
 DH1620  DESIGNATION -  E 174
 DH1620  PID         -  DH1620
 DH1620  STATE/COUNTY-  AL/TUSCALOOSA
 DH1620  USGS QUAD   -  COTTONDALE (1983)
 DH1620
 DH1620                         *CURRENT SURVEY CONTROL
 DH1620  ___________________________________________________________________
 DH1620* NAD 83(1986)-  33 09 58.     (N)    087 23 05.     (W)     SCALED    
 DH1620* NAVD 88     -       103.955  (meters)     341.06   (feet)  ADJUSTED  
 DH1620  ___________________________________________________________________
 DH1620  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH1620  DYNAMIC HT  -         103.839 (meters)     340.68  (feet)  COMP
 DH1620  MODELED GRAV-     979,521.8   (mgal)                       NAVD 88
 DH1620
 DH1620  VERT ORDER  -  FIRST     CLASS II
 DH1620
 DH1620.The horizontal coordinates were scaled from a topographic map and have
 DH1620.an estimated accuracy of +/- 6 seconds.
 DH1620
 DH1620.The orthometric height was determined by differential leveling
 DH1620.and adjusted by the National Geodetic Survey in June 1991..
 DH1620
 DH1620.The geoid height was determined by GEOID03.
 DH1620
 DH1620.The dynamic height is computed by dividing the NAVD 88
 DH1620.geopotential number by the normal gravity value computed on the
 DH1620.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1620.degrees latitude (g = 980.6199 gals.).
 DH1620
 DH1620.The modeled gravity was interpolated from observed gravity values.
 DH1620
 DH1620;                    North         East    Units  Estimated Accuracy
 DH1620;SPC AL W     -   351,040.      610,750.      MT  (+/- 180 meters Scaled)
 DH1620
 DH1620                          SUPERSEDED SURVEY CONTROL
 DH1620
 DH1620  NGVD 29 (??/??/92)  103.914  (m)          340.92   (f) ADJ UNCH    1 2
 DH1620
 DH1620.Superseded values are not recommended for survey control.
 DH1620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1620.See file dsdata.txt to determine how the superseded data were derived.
 DH1620
 DH1620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB641697(NAD 83)
 DH1620_MARKER: DB = BENCH MARK DISK
 DH1620_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1620_SP_SET: CONCRETE FOUNDATION
 DH1620_STAMPING: E 174 1944
 DH1620_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH1620_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1620_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH1620+SATELLITE: SATELLITE OBSERVATIONS - June 18, 1996
 DH1620
 DH1620  HISTORY     - Date     Condition        Report By
 DH1620  HISTORY     - 1944     MONUMENTED       CGS
 DH1620  HISTORY     - 19960618 GOOD             BROOKS
 DH1620
 DH1620                          STATION DESCRIPTION
 DH1620
 DH1620'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1620'2.6 MI W FROM COALING.
 DH1620'2.6 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT COALING,
 DH1620'TUSCALOOSA COUNTY, 0.2 MILE EAST OF MILEPOST 187, 110 FEET SOUTHWEST
 DH1620'OF SEMAPHORE 1868, 56.8 FEET SOUTH OF AND 3.0 FEET BELOW THE
 DH1620'CENTERLINE OF THE TRACK, AND SET HORIZONTALLY IN A DRILL HOILE IN THE
 DH1620'NORTHEAST CORNER OF AN ABANDONED 14-FOOT SQUARE CONCRETE FOUNDATION.
 DH1620
 DH1620                          STATION RECOVERY (1996)
 DH1620
 DH1620'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (ST)
 DH1620'STATION IS GOOD, BUT NOT GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2828 ***********************************************************************
 DH2828  DESIGNATION -  E 175 RESET
 DH2828  PID         -  DH2828
 DH2828  STATE/COUNTY-  AL/FAYETTE
 DH2828  USGS QUAD   -  WINFIELD SE (1967)
 DH2828
 DH2828                         *CURRENT SURVEY CONTROL
 DH2828  ___________________________________________________________________
 DH2828* NAD 83(1986)-  33 50 15.     (N)    087 48 45.     (W)     SCALED    
 DH2828* NAVD 88     -       130.62   (meters)     428.5    (feet)  RESET     
 DH2828  ___________________________________________________________________
 DH2828  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 DH2828
 DH2828  VERT ORDER  -  THIRD
 DH2828
 DH2828.The horizontal coordinates were scaled from a topographic map and have
 DH2828.an estimated accuracy of +/- 6 seconds.
 DH2828
 DH2828.The orthometric height was computed from unverified reset data.
 DH2828.No vertical observational check was made to the station.
 DH2828
 DH2828.The geoid height was determined by GEOID03.
 DH2828
 DH2828;                    North         East    Units  Estimated Accuracy
 DH2828;SPC AL W     -   425,540.      571,080.      MT  (+/- 180 meters Scaled)
 DH2828
 DH2828                          SUPERSEDED SURVEY CONTROL
 DH2828
 DH2828  NGVD 29 (11/20/03)  130.57   (m)          428.4    (f) RESET       3  
 DH2828
 DH2828.Superseded values are not recommended for survey control.
 DH2828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2828.See file dsdata.txt to determine how the superseded data were derived.
 DH2828
 DH2828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC248444(NAD 83)
 DH2828_MARKER: DV = VERTICAL CONTROL DISK
 DH2828_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH2828_SP_SET: HEADWALL
 DH2828_STAMPING: E 175 RESET 1985
 DH2828_MARK LOGO: NGS   
 DH2828_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2828+STABILITY: SURFACE MOTION
 DH2828_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2828+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 DH2828
 DH2828  HISTORY     - Date     Condition        Report By
 DH2828  HISTORY     - 1985     MONUMENTED       NGS
 DH2828  HISTORY     - 20030113 GOOD             ALHD
 DH2828  HISTORY     - 20050519 GOOD             ALHD
 DH2828
 DH2828                          STATION DESCRIPTION
 DH2828
 DH2828'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DH2828'FROM THE POST OFFICE IN WINFIELD, GO SOUTH ON U.S. HIGHWAY 43 FOR
 DH2828'7.0 MI (11.3 KM) TO CONCRETE CULVERT AND MARK ON THE LEFT, IN THE TOP
 DH2828'OF THE NORTHEAST END OF CONCRETE HEADWALL OF A 10X10 FOOT CONCRETE
 DH2828'BOX CULVERT UNDER HIGHWAY 43, 0.1 MI (0.2 KM) NORTH OF COUNTY ROUTE
 DH2828'87 AND 8.84 M (29.00 FT) EAST OF THE CENTER OF HIGHWAY.
 DH2828
 DH2828                          STATION RECOVERY (2003)
 DH2828
 DH2828'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH2828'RECOVERED IN GOOD CONDITION.
 DH2828
 DH2828                          STATION RECOVERY (2005)
 DH2828
 DH2828'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2828'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0830 ***********************************************************************
 EF0830  DESIGNATION -  E 176
 EF0830  PID         -  EF0830
 EF0830  STATE/COUNTY-  AL/MORGAN
 EF0830  USGS QUAD   -  TRINITY (1974)
 EF0830
 EF0830                         *CURRENT SURVEY CONTROL
 EF0830  ___________________________________________________________________
 EF0830* NAD 83(1986)-  34 36 18.     (N)    087 04 08.     (W)     SCALED    
 EF0830* NAVD 88     -       188.072  (meters)     617.03   (feet)  ADJUSTED  
 EF0830  ___________________________________________________________________
 EF0830  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EF0830  DYNAMIC HT  -         187.890 (meters)     616.44  (feet)  COMP
 EF0830  MODELED GRAV-     979,665.1   (mgal)                       NAVD 88
 EF0830
 EF0830  VERT ORDER  -  FIRST     CLASS II
 EF0830
 EF0830.The horizontal coordinates were scaled from a topographic map and have
 EF0830.an estimated accuracy of +/- 6 seconds.
 EF0830
 EF0830.The orthometric height was determined by differential leveling
 EF0830.and adjusted by the National Geodetic Survey in June 1991..
 EF0830
 EF0830.The geoid height was determined by GEOID03.
 EF0830
 EF0830.The dynamic height is computed by dividing the NAVD 88
 EF0830.geopotential number by the normal gravity value computed on the
 EF0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0830.degrees latitude (g = 980.6199 gals.).
 EF0830
 EF0830.The modeled gravity was interpolated from observed gravity values.
 EF0830
 EF0830;                    North         East    Units  Estimated Accuracy
 EF0830;SPC AL W     -   510,710.      639,540.      MT  (+/- 180 meters Scaled)
 EF0830
 EF0830                          SUPERSEDED SURVEY CONTROL
 EF0830
 EF0830  NGVD 29 (??/??/92)  188.040  (m)          616.93   (f) ADJ UNCH    1 2
 EF0830
 EF0830.Superseded values are not recommended for survey control.
 EF0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0830.See file dsdata.txt to determine how the superseded data were derived.
 EF0830
 EF0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD936292(NAD 83)
 EF0830_MARKER: DB = BENCH MARK DISK
 EF0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0830_STAMPING: E 176 1944
 EF0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0830+STABILITY: SURFACE MOTION
 EF0830
 EF0830  HISTORY     - Date     Condition        Report By
 EF0830  HISTORY     - 1944     MONUMENTED       CGS
 EF0830  HISTORY     - 1950     GOOD             TVA
 EF0830  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0830
 EF0830                          STATION DESCRIPTION
 EF0830
 EF0830'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0830'5.0 MI W FROM DECATUR.
 EF0830'ABOUT 5.0 MILES WESTERLY ALONG THE SOUTHERN RAILWAY FROM THE UNION
 EF0830'STATION AT DECATUR, AT A ROAD CROSSING ABOUT 1.2 MILES EAST OF TRINITY
 EF0830'STATION, ABOUT 0.2 MILE WEST OF MILE-POST 368, 31.0 FEET NORTHWEST OF
 EF0830'AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF THE RAILROAD, 31.0
 EF0830'FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 4.0 FEET SOUTH OF A
 EF0830'LARGE POWER POLE, AND 2.0 FEET WEST OF A 4 X 4-INCH WOODEN REFERENCE
 EF0830'POST.  MONUMENT PROJECTS ABOUT 0.5 FOOT.  NOTE-- MARK IS 1 FOOT SOUTH
 EF0830'OF STEEL POST WITH CONTROL MARKER SIGN.
 EF0830
 EF0830                          STATION RECOVERY (1950)
 EF0830
 EF0830'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0830'RECOVERED IN GOOD CONDITION.
 EF0830
 EF0830                          STATION RECOVERY (1982)
 EF0830
 EF0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0830'NOT RECOVERED.  POSSIBLY DESTROYED BY RAILROAD BED CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0786 ***********************************************************************
 EF0786  DESIGNATION -  E 177
 EF0786  PID         -  EF0786
 EF0786  STATE/COUNTY-  AL/LAWRENCE
 EF0786  USGS QUAD   -  TOWN CREEK (1988)
 EF0786
 EF0786                         *CURRENT SURVEY CONTROL
 EF0786  ___________________________________________________________________
 EF0786* NAD 83(1986)-  34 40 58.     (N)    087 24 21.     (W)     SCALED    
 EF0786* NAVD 88     -       171.656  (meters)     563.17   (feet)  ADJUSTED  
 EF0786  ___________________________________________________________________
 EF0786  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EF0786  DYNAMIC HT  -         171.495 (meters)     562.65  (feet)  COMP
 EF0786  MODELED GRAV-     979,695.6   (mgal)                       NAVD 88
 EF0786
 EF0786  VERT ORDER  -  FIRST     CLASS II
 EF0786
 EF0786.The horizontal coordinates were scaled from a topographic map and have
 EF0786.an estimated accuracy of +/- 6 seconds.
 EF0786
 EF0786.The orthometric height was determined by differential leveling
 EF0786.and adjusted by the National Geodetic Survey in June 1991..
 EF0786.WARNING-Repeat measurements at this control monument indicate possible
 EF0786.vertical movement.
 EF0786
 EF0786.The geoid height was determined by GEOID03.
 EF0786
 EF0786.The dynamic height is computed by dividing the NAVD 88
 EF0786.geopotential number by the normal gravity value computed on the
 EF0786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0786.degrees latitude (g = 980.6199 gals.).
 EF0786
 EF0786.The modeled gravity was interpolated from observed gravity values.
 EF0786
 EF0786;                    North         East    Units  Estimated Accuracy
 EF0786;SPC AL W     -   519,260.      608,630.      MT  (+/- 180 meters Scaled)
 EF0786
 EF0786                          SUPERSEDED SURVEY CONTROL
 EF0786
 EF0786  NGVD 29 (??/??/92)  171.626  (m)          563.08   (f) ADJ UNCH    1 2
 EF0786
 EF0786.Superseded values are not recommended for survey control.
 EF0786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0786.See file dsdata.txt to determine how the superseded data were derived.
 EF0786
 EF0786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD628379(NAD 83)
 EF0786_MARKER: DB = BENCH MARK DISK
 EF0786_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0786_SP_SET: CONCRETE BASE
 EF0786_STAMPING: E 177 1944
 EF0786_MARK LOGO: CGS   
 EF0786_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0786
 EF0786  HISTORY     - Date     Condition        Report By
 EF0786  HISTORY     - 1944     MONUMENTED       CGS
 EF0786  HISTORY     - 1965     GOOD             NGS
 EF0786  HISTORY     - 1982     GOOD             NGS
 EF0786  HISTORY     - 20050106 MARK NOT FOUND   ALHD
 EF0786
 EF0786                          STATION DESCRIPTION
 EF0786
 EF0786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EF0786'IN TOWN CREEK.
 EF0786'AT TOWN CREEK, LAWRENCE COUNTY, AT THE CITY WATER TANK, AND IN THE TOP
 EF0786'OF THE WEST CORNER OF THE CONCRETE BASE OF THE SOUTHWEST LEG. NOTE--
 EF0786'THE TANK DESCRIBED IS THE MORE EASTERLY OF THE TWO EXISTING WATER
 EF0786'TANKS.
 EF0786
 EF0786                          STATION RECOVERY (1982)
 EF0786
 EF0786'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0786'RECOVERED IN GOOD CONDITION.  NOTE, WATER TANK IS THE EASTERNMOST OF
 EF0786'TWO TANKS LOCATED IN TOWN CREEK.
 EF0786
 EF0786                          STATION RECOVERY (2005)
 EF0786
 EF0786'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0786'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1100 ***********************************************************************
 EF1100  DESIGNATION -  E 178
 EF1100  PID         -  EF1100
 EF1100  STATE/COUNTY-  AL/COLBERT
 EF1100  USGS QUAD   -  TUSCUMBIA (1971)
 EF1100
 EF1100                         *CURRENT SURVEY CONTROL
 EF1100  ___________________________________________________________________
 EF1100* NAD 83(1986)-  34 44 01.     (N)    087 38 07.     (W)     SCALED    
 EF1100* NAVD 88     -       161.950  (meters)     531.33   (feet)  ADJUSTED  
 EF1100  ___________________________________________________________________
 EF1100  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EF1100  DYNAMIC HT  -         161.795 (meters)     530.82  (feet)  COMP
 EF1100  MODELED GRAV-     979,675.5   (mgal)                       NAVD 88
 EF1100
 EF1100  VERT ORDER  -  FIRST     CLASS II
 EF1100
 EF1100.The horizontal coordinates were scaled from a topographic map and have
 EF1100.an estimated accuracy of +/- 6 seconds.
 EF1100
 EF1100.The orthometric height was determined by differential leveling
 EF1100.and adjusted by the National Geodetic Survey in June 1991..
 EF1100
 EF1100.The geoid height was determined by GEOID03.
 EF1100
 EF1100.The dynamic height is computed by dividing the NAVD 88
 EF1100.geopotential number by the normal gravity value computed on the
 EF1100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1100.degrees latitude (g = 980.6199 gals.).
 EF1100
 EF1100.The modeled gravity was interpolated from observed gravity values.
 EF1100
 EF1100;                    North         East    Units  Estimated Accuracy
 EF1100;SPC AL W     -   524,900.      587,610.      MT  (+/- 180 meters Scaled)
 EF1100
 EF1100                          SUPERSEDED SURVEY CONTROL
 EF1100
 EF1100  NGVD 29 (??/??/92)  161.909  (m)          531.20   (f) ADJ UNCH    1 2
 EF1100
 EF1100.Superseded values are not recommended for survey control.
 EF1100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1100.See file dsdata.txt to determine how the superseded data were derived.
 EF1100
 EF1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD418436(NAD 83)
 EF1100_MARKER: DB = BENCH MARK DISK
 EF1100_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF1100_SP_SET: STEP
 EF1100_STAMPING: E 178 1944
 EF1100_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1100
 EF1100  HISTORY     - Date     Condition        Report By
 EF1100  HISTORY     - 1944     MONUMENTED       CGS
 EF1100  HISTORY     - 1973     GOOD             TVA
 EF1100  HISTORY     - 1982     GOOD             NGS
 EF1100  HISTORY     - 20010806 GOOD             NGS
 EF1100
 EF1100                          STATION DESCRIPTION
 EF1100
 EF1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF1100'0.3 MI S FROM MUSCLE SHOALS.
 EF1100'ABOUT 0.3 MILE SOUTH ALONG THE WILSON DAM HIGHWAY FROM THE POST OFFICE
 EF1100'AT MUSCLE SHOALS, AT THE POWELL AND GRAVES JUNIOR HIGH SCHOOL, SET
 EF1100'VERTICALLY IN THE EAST WALL OF THE BUILDING, 7.8 FEET SOUTH OF THE
 EF1100'CENTER LINE OF THE MAIN ENTRANCE, AND 2.4 FEET ABOVE THE TOP OF THE
 EF1100'TOP STEP.
 EF1100
 EF1100                          STATION RECOVERY (1973)
 EF1100
 EF1100'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1100'RECOVERED IN GOOD CONDITION.
 EF1100
 EF1100                          STATION RECOVERY (1982)
 EF1100
 EF1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1100'RECOVERED IN GOOD CONDITION.
 EF1100
 EF1100                          STATION RECOVERY (2001)
 EF1100
 EF1100'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (DB)
 EF1100'THIS REPORT WAS SUBMITTED BY THE US POWER SQUADRONS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1060 ***********************************************************************
 EF1060  DESIGNATION -  E 179
 EF1060  PID         -  EF1060
 EF1060  STATE/COUNTY-  AL/COLBERT
 EF1060  USGS QUAD   -  CHEROKEE (1988)
 EF1060
 EF1060                         *CURRENT SURVEY CONTROL
 EF1060  ___________________________________________________________________
 EF1060* NAD 83(1986)-  34 45 28.     (N)    087 58 25.     (W)     SCALED    
 EF1060* NAVD 88     -       164.968  (meters)     541.23   (feet)  ADJUSTED  
 EF1060  ___________________________________________________________________
 EF1060  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EF1060  DYNAMIC HT  -         164.809 (meters)     540.71  (feet)  COMP
 EF1060  MODELED GRAV-     979,669.1   (mgal)                       NAVD 88
 EF1060
 EF1060  VERT ORDER  -  FIRST     CLASS II
 EF1060
 EF1060.The horizontal coordinates were scaled from a topographic map and have
 EF1060.an estimated accuracy of +/- 6 seconds.
 EF1060
 EF1060.The orthometric height was determined by differential leveling
 EF1060.and adjusted by the National Geodetic Survey in June 1991..
 EF1060.WARNING-Repeat measurements at this control monument indicate possible
 EF1060.vertical movement.
 EF1060
 EF1060.The geoid height was determined by GEOID03.
 EF1060
 EF1060.The dynamic height is computed by dividing the NAVD 88
 EF1060.geopotential number by the normal gravity value computed on the
 EF1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1060.degrees latitude (g = 980.6199 gals.).
 EF1060
 EF1060.The modeled gravity was interpolated from observed gravity values.
 EF1060
 EF1060;                    North         East    Units  Estimated Accuracy
 EF1060;SPC AL W     -   527,680.      556,640.      MT  (+/- 180 meters Scaled)
 EF1060
 EF1060                          SUPERSEDED SURVEY CONTROL
 EF1060
 EF1060  NGVD 29 (??/??/92)  164.982  (m)          541.28   (f) ADJ UNCH    1 2
 EF1060
 EF1060.Superseded values are not recommended for survey control.
 EF1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1060.See file dsdata.txt to determine how the superseded data were derived.
 EF1060
 EF1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD108466(NAD 83)
 EF1060_MARKER: DB = BENCH MARK DISK
 EF1060_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF1060_SP_SET: CONCRETE BASE
 EF1060_STAMPING: E 179 1944
 EF1060_MARK LOGO: CGS   
 EF1060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1060
 EF1060  HISTORY     - Date     Condition        Report By
 EF1060  HISTORY     - 1944     MONUMENTED       CGS
 EF1060  HISTORY     - 1973     GOOD             TVA
 EF1060  HISTORY     - 1982     GOOD             NGS
 EF1060
 EF1060                          STATION DESCRIPTION
 EF1060
 EF1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF1060'IN CHEROKEE.
 EF1060'BENCH MARK IS AT CHEROKEE, ABOUT 2 BLOCKS NORTH OF THE SOUTHERN
 EF1060'RAILWAY STATION, SET HORIZONTALLY IN THE TOP OF THE WEST CORNER OF THE
 EF1060'CONCRETE BASE OF THE SOUTHWEST LEG OF THE CITY WATER TANK.
 EF1060
 EF1060                          STATION RECOVERY (1973)
 EF1060
 EF1060'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1060'RECOVERED IN GOOD CONDITION.
 EF1060
 EF1060                          STATION RECOVERY (1982)
 EF1060
 EF1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1060'RECOVERED IN GOOD CONDITION.  NOTE, ADD AT THE JUNCTION OF THIRD
 EF1060'STREET AND NORTH COLLEGE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0227 ***********************************************************************
 BU0227  DESIGNATION -  E 18
 BU0227  PID         -  BU0227
 BU0227  STATE/COUNTY-  AL/GENEVA
 BU0227  USGS QUAD   -  SAMSON (1986)
 BU0227
 BU0227                         *CURRENT SURVEY CONTROL
 BU0227  ___________________________________________________________________
 BU0227* NAD 83(1986)-  31 04 58.     (N)    086 06 28.     (W)     SCALED    
 BU0227* NAVD 88     -        48.517  (meters)     159.18   (feet)  ADJUSTED  
 BU0227  ___________________________________________________________________
 BU0227  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BU0227  DYNAMIC HT  -          48.456 (meters)     158.98  (feet)  COMP
 BU0227  MODELED GRAV-     979,390.6   (mgal)                       NAVD 88
 BU0227
 BU0227  VERT ORDER  -  SECOND    CLASS 0
 BU0227
 BU0227.The horizontal coordinates were scaled from a topographic map and have
 BU0227.an estimated accuracy of +/- 6 seconds.
 BU0227
 BU0227.The orthometric height was determined by differential leveling
 BU0227.and adjusted by the National Geodetic Survey in June 1991..
 BU0227
 BU0227.The geoid height was determined by GEOID03.
 BU0227
 BU0227.The dynamic height is computed by dividing the NAVD 88
 BU0227.geopotential number by the normal gravity value computed on the
 BU0227.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0227.degrees latitude (g = 980.6199 gals.).
 BU0227
 BU0227.The modeled gravity was interpolated from observed gravity values.
 BU0227
 BU0227;                    North         East    Units  Estimated Accuracy
 BU0227;SPC AL E     -    64,640.      173,810.      MT  (+/- 180 meters Scaled)
 BU0227
 BU0227                          SUPERSEDED SURVEY CONTROL
 BU0227
 BU0227  NGVD 29 (??/??/92)   48.576  (m)          159.37   (f) ADJ UNCH    2 0
 BU0227
 BU0227.Superseded values are not recommended for survey control.
 BU0227.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0227.See file dsdata.txt to determine how the superseded data were derived.
 BU0227
 BU0227_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV851391(NAD 83)
 BU0227_MARKER: DB = BENCH MARK DISK
 BU0227_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0227_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0227_STAMPING: E 18 1934
 BU0227_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0227+STABILITY: SURFACE MOTION
 BU0227
 BU0227  HISTORY     - Date     Condition        Report By
 BU0227  HISTORY     - 1934     MONUMENTED       CGS
 BU0227  HISTORY     - 1955     GOOD             NGS
 BU0227
 BU0227                          STATION DESCRIPTION
 BU0227
 BU0227'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0227'5.9 MI E FROM HACODA.
 BU0227'ABOUT 0.15 MILE NORTH ALONG STATE HIGHWAY 54 FROM THE SCHOOL AT
 BU0227'HACODA, THENCE ABOUT 2.1 MILES EAST ALONG A ROAD FOLLOWING OLD
 BU0227'ABANDONED GRADE OF CENTRAL OF GEORGIA RAILWAY, THENCE ABOUT 0.75 MILE
 BU0227'SOUTH AND ABOUT 1.95 MILES EAST ALONG A GRADED ROAD, THENCE ABOUT 0.95
 BU0227'MILE NORTH ALONG A BLACK TOP ROAD, AT CROSSING OF BLACK TOP ROAD AND
 BU0227'ABAONDONED C. OF G. RY. GRADE AT GANER, ABOUT 0.6 MILE SOUTH ALONG
 BU0227'BLACK TOP ROAD FROM MT. PLEASANT BAPTIST CHURCH AND CEMETERY, 388.0
 BU0227'FEET SOUTHWEST OF CENTER LINE OF BLACK TOP ROAD, 36 FEET NORTHWEST OF
 BU0227'CENTER LINE OF OLD RAILWAY GRADE, 23 FEET NORTH OF NORTHEAST END OF A
 BU0227'CONCRETE FOUNDATION OF OLD RAILWAY STATION AT GANER, ABOUT LEVEL WITH
 BU0227'OLD RAILWAY GRADE AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 BU0227'INCH.  NOTE-- MARK MAY BE REACHED FROM THE SCHOOL AT HACODA BY GOING
 BU0227'ABOUT 4.8 MILES NORTHEAST ALONG STATE HIGHWAY 54, THENCE ABOUT 0.6
 BU0227'MILE EAST ALONG STATE HIGHWAY 12, THENCE ABOUT 2.1 MILES SOUTH ALONG A
 BU0227'BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG1520 ***********************************************************************
 EG1520  DESIGNATION -  E 18 24
 EG1520  PID         -  EG1520
 EG1520  STATE/COUNTY-  AL/FRANKLIN
 EG1520  USGS QUAD   -  HALLTOWN (1976)
 EG1520
 EG1520                         *CURRENT SURVEY CONTROL
 EG1520  ___________________________________________________________________
 EG1520* NAD 83(1992)-  34 27 24.81231(N)    088 03 21.13596(W)     ADJUSTED  
 EG1520* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 EG1520  ___________________________________________________________________
 EG1520  LAPLACE CORR-           2.32  (seconds)                    DEFLEC99
 EG1520  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EG1520
 EG1520  HORZ ORDER  -  THIRD
 EG1520
 EG1520.The horizontal coordinates were established by classical geodetic methods
 EG1520.and adjusted by the National Geodetic Survey in December 1992..
 EG1520
 EG1520.The orthometric height was scaled from a topographic map.
 EG1520
 EG1520.The Laplace correction was computed from DEFLEC99 derived deflections.
 EG1520
 EG1520.The geoid height was determined by GEOID03.
 EG1520
 EG1520;                    North         East     Units Scale Factor Converg.
 EG1520;SPC AL W     -   494,336.749   548,925.660   MT  0.99996548   -0 18 52.2
 EG1520;SPC MS E     -   549,900.386   371,436.073   MT  1.00001288   +0 26 23.6
 EG1520;SPC MS E     - 1,804,131.52  1,218,619.85   sFT  1.00001288   +0 26 23.6
 EG1520;UTM  16      - 3,813,322.819   403,015.747   MT  0.99971594   -0 35 50.8
 EG1520
 EG1520!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EG1520!SPC AL W     -   0.99997054  x   0.99996548  =   0.99993602
 EG1520!SPC MS E     -   0.99997054  x   1.00001288  =   0.99998341
 EG1520!UTM  16      -   0.99997054  x   0.99971594  =   0.99968648
 EG1520
 EG1520|---------------------------------------------------------------------|
 EG1520| PID    Reference Object                     Distance      Geod. Az  |
 EG1520|                                                           dddmmss.s |
 EG1520| EG1519 HALLTOWN                            300.946 METERS 18934     |
 EG1520| EG1518 TT RY 81                            349.286 METERS 22935     |
 EG1520|---------------------------------------------------------------------|
 EG1520
 EG1520                          SUPERSEDED SURVEY CONTROL
 EG1520
 EG1520  NAD 83(1986)-  34 27 24.81937(N)    088 03 21.13429(W) AD(       ) 3
 EG1520  NAD 27      -  34 27 24.46900(N)    088 03 20.99700(W) AD(       ) 3
 EG1520
 EG1520.Superseded values are not recommended for survey control.
 EG1520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1520.See file dsdata.txt to determine how the superseded data were derived.
 EG1520
 EG1520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD0301613323(NAD 83)
 EG1520_MARKER: DB = BENCH MARK DISK
 EG1520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1520_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EG1520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1520+STABILITY: SURFACE MOTION
 EG1520
 EG1520  HISTORY     - Date     Condition        Report By
 EG1520  HISTORY     - 1950     MONUMENTED       USE
 EG1520
 EG1520                          STATION DESCRIPTION
 EG1520
 EG1520'DESCRIBED BY US ENGINEERS 1950 (VRS)
 EG1520'STATION IS ABOUT 5.5 MILES EAST OF RED BAY, ON HIGHWAY RIGHT-OF-WAY.
 EG1520'IT IS 38 FEET SOUTH
 EG1520'OF A POWER LINE POLE, 27 NORTH OF THE CENTER OF
 EG1520'STATE HIGHWAY 24, AND 2 FEET WEST
 EG1520'OF A TVA WITNESS ROD.  THE MARK IS
 EG1520'A UNITED STATES ENGINEER, (MOBILE DISTRICT) BRONZE
 EG1520'DISK SET IN THE
 EG1520'TOP OF A 6-INCH SQUARE CONCRETE POST THAT PROJECTS 4 INCHES.  THE
 EG1520'DISK IS STAMPED
 EG1520'E-18-24 BM.
 EG1520'
 EG1520'TO REACH THE STATION FROM THE BANK OF RED BAY IN RED BAY, GO EAST ON
 EG1520'STATE HIGHWAY 24 FOR
 EG1520'5.65 MILES TO THE STATION ON THE LEFT.
 EG1520'
 EG1520'THIS IS A SHORT BASE STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0036 ***********************************************************************
 BH0036  DESIGNATION -  E 181
 BH0036  PID         -  BH0036
 BH0036  STATE/COUNTY-  AL/MOBILE
 BH0036  USGS QUAD   -  MOBILE (1982)
 BH0036
 BH0036                         *CURRENT SURVEY CONTROL
 BH0036  ___________________________________________________________________
 BH0036* NAD 83(1986)-  30 38 34.     (N)    088 04 13.     (W)     SCALED    
 BH0036* NAVD 88     -         7.992  (meters)      26.22   (feet)  POSTED    
 BH0036  ___________________________________________________________________
 BH0036  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0036  DYNAMIC HT  -           7.980 (meters)      26.18  (feet)  COMP
 BH0036  MODELED GRAV-     979,335.8   (mgal)                       NAVD 88
 BH0036
 BH0036  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BH0036
 BH0036.This mark is at Mobile (DOWNTOWN) Airport (BFM)
 BH0036
 BH0036.The horizontal coordinates were scaled from a topographic map and have
 BH0036.an estimated accuracy of +/- 6 seconds.
 BH0036
 BH0036.The orthometric height was determined by differential leveling
 BH0036.and adjusted by the National Geodetic Survey in 1992..
 BH0036.No vertical observational check was made to the station.
 BH0036.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BH0036.was located on a no-check spur therefore a value was not computed.
 BH0036
 BH0036.The geoid height was determined by GEOID03.
 BH0036
 BH0036.The dynamic height is computed by dividing the NAVD 88
 BH0036.geopotential number by the normal gravity value computed on the
 BH0036.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0036.degrees latitude (g = 980.6199 gals.).
 BH0036
 BH0036.The modeled gravity was interpolated from observed gravity values.
 BH0036
 BH0036;                    North         East    Units  Estimated Accuracy
 BH0036;SPC AL W     -    71,390.      545,340.      MT  (+/- 180 meters Scaled)
 BH0036
 BH0036                          SUPERSEDED SURVEY CONTROL
 BH0036
 BH0036  NGVD 29 (??/??/??)    8.000  (m)           26.25   (f) ADJUSTED    1 2
 BH0036
 BH0036.Superseded values are not recommended for survey control.
 BH0036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0036.See file dsdata.txt to determine how the superseded data were derived.
 BH0036
 BH0036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU974905(NAD 83)
 BH0036_MARKER: DB = BENCH MARK DISK
 BH0036_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0036_SP_SET: CONCRETE PILLAR
 BH0036_STAMPING: E 181 1944
 BH0036_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0036
 BH0036  HISTORY     - Date     Condition        Report By
 BH0036  HISTORY     - 1944     MONUMENTED       CGS
 BH0036  HISTORY     - 1968     GOOD             CGS
 BH0036
 BH0036                          STATION DESCRIPTION
 BH0036
 BH0036'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0036'IN MOBILE.
 BH0036'AT MOBILE, AT BROOKLEY AIR FORCE BASE, ABOUT 125 YARDS SOUTHWEST OF
 BH0036'THE CENTER OF THE JUNCTION OF AVENUE I AND 9 TH STREET, SET ON THE TOP
 BH0036'OF THE NORTHEAST CORNER OF THE BASE OF A LARGE CONCRETE PILLAR BETWEEN
 BH0036'HANGARS 1 AND 3, 134 1/2 FEET WEST OF THE CENTER LINE OF 9 TH STREET,
 BH0036'4.3 FEET SOUTH OF THE NORTH EDGE OF THE PILLAR AND 1.2 FEET ABOVE THE
 BH0036'LEVEL OF A CONCRETE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1967 ***********************************************************************
 DG1967  DESIGNATION -  E 182
 DG1967  PID         -  DG1967
 DG1967  STATE/COUNTY-  AL/TALLADEGA
 DG1967  USGS QUAD   -  MUNFORD (1983)
 DG1967
 DG1967                         *CURRENT SURVEY CONTROL
 DG1967  ___________________________________________________________________
 DG1967* NAD 83(1986)-  33 31 42.     (N)    085 58 20.     (W)     SCALED    
 DG1967* NAVD 88     -       198.417  (meters)     650.97   (feet)  ADJUSTED  
 DG1967  ___________________________________________________________________
 DG1967  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG1967  DYNAMIC HT  -         198.203 (meters)     650.27  (feet)  COMP
 DG1967  MODELED GRAV-     979,555.4   (mgal)                       NAVD 88
 DG1967
 DG1967  VERT ORDER  -  SECOND    CLASS 0
 DG1967
 DG1967.The horizontal coordinates were scaled from a topographic map and have
 DG1967.an estimated accuracy of +/- 6 seconds.
 DG1967
 DG1967.The orthometric height was determined by differential leveling
 DG1967.and adjusted by the National Geodetic Survey in June 1991..
 DG1967
 DG1967.The geoid height was determined by GEOID03.
 DG1967
 DG1967.The dynamic height is computed by dividing the NAVD 88
 DG1967.geopotential number by the normal gravity value computed on the
 DG1967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1967.degrees latitude (g = 980.6199 gals.).
 DG1967
 DG1967.The modeled gravity was interpolated from observed gravity values.
 DG1967
 DG1967;                    North         East    Units  Estimated Accuracy
 DG1967;SPC AL E     -   335,800.      187,100.      MT  (+/- 180 meters Scaled)
 DG1967
 DG1967                          SUPERSEDED SURVEY CONTROL
 DG1967
 DG1967  NGVD 29 (??/??/92)  198.334  (m)          650.70   (f) ADJ UNCH    2 0
 DG1967
 DG1967.Superseded values are not recommended for survey control.
 DG1967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1967.See file dsdata.txt to determine how the superseded data were derived.
 DG1967
 DG1967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC954103(NAD 83)
 DG1967_MARKER: DB = BENCH MARK DISK
 DG1967_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1967_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1967_STAMPING: E 182 1945
 DG1967_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1967+STABILITY: SURFACE MOTION
 DG1967
 DG1967  HISTORY     - Date     Condition        Report By
 DG1967  HISTORY     - 1945     MONUMENTED       CGS
 DG1967
 DG1967                          STATION DESCRIPTION
 DG1967
 DG1967'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DG1967'1 MI NW FROM MUNFORD.
 DG1967'1.0 MILE NORTHWEST ALONG THE EASTABOGA--MUNFORD COUNTY ROAD FROM
 DG1967'THE SOUTHERN RAILWAY STATION IN MUNFORD, AT THE TOP OF A HILL
 DG1967'AT T JUNCTION SOUTH, ON THE PROPERTY OF O.H. CUNNINGHAM, 28 FEET
 DG1967'NORTH OF T ROAD JUNCTION, 2 FEET SOUTH OF REFERENCE POST.  A BRONZE
 DG1967'DISK SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES
 DG1967'ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0244 ***********************************************************************
 EG0244  DESIGNATION -  E 183
 EG0244  PID         -  EG0244
 EG0244  STATE/COUNTY-  AL/FRANKLIN
 EG0244  USGS QUAD   -  VINA (1976)
 EG0244
 EG0244                         *CURRENT SURVEY CONTROL
 EG0244  ___________________________________________________________________
 EG0244* NAD 83(1986)-  34 18 59.     (N)    088 02 43.     (W)     SCALED    
 EG0244* NAVD 88     -       212.721  (meters)     697.90   (feet)  ADJUSTED  
 EG0244  ___________________________________________________________________
 EG0244  GEOID HEIGHT-         -27.31  (meters)                     GEOID03
 EG0244  DYNAMIC HT  -         212.507 (meters)     697.20  (feet)  COMP
 EG0244  MODELED GRAV-     979,623.1   (mgal)                       NAVD 88
 EG0244
 EG0244  VERT ORDER  -  SECOND    CLASS 0
 EG0244
 EG0244.The horizontal coordinates were scaled from a topographic map and have
 EG0244.an estimated accuracy of +/- 6 seconds.
 EG0244
 EG0244.The orthometric height was determined by differential leveling
 EG0244.and adjusted by the National Geodetic Survey in June 1991..
 EG0244
 EG0244.The geoid height was determined by GEOID03.
 EG0244
 EG0244.The dynamic height is computed by dividing the NAVD 88
 EG0244.geopotential number by the normal gravity value computed on the
 EG0244.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0244.degrees latitude (g = 980.6199 gals.).
 EG0244
 EG0244.The modeled gravity was interpolated from observed gravity values.
 EG0244
 EG0244;                    North         East    Units  Estimated Accuracy
 EG0244;SPC AL W     -   478,750.      549,820.      MT  (+/- 180 meters Scaled)
 EG0244
 EG0244                          SUPERSEDED SURVEY CONTROL
 EG0244
 EG0244  NGVD 29 (??/??/92)  212.667  (m)          697.73   (f) ADJ UNCH    2 0
 EG0244
 EG0244.Superseded values are not recommended for survey control.
 EG0244.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0244.See file dsdata.txt to determine how the superseded data were derived.
 EG0244
 EG0244_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC038977(NAD 83)
 EG0244_MARKER: DB = BENCH MARK DISK
 EG0244_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0244_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0244_STAMPING: E 183 1945
 EG0244_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0244+STABILITY: SURFACE MOTION
 EG0244
 EG0244  HISTORY     - Date     Condition        Report By
 EG0244  HISTORY     - 1945     MONUMENTED       CGS
 EG0244  HISTORY     - 1950     GOOD             TVA
 EG0244  HISTORY     - 20050224 MARK NOT FOUND   ALHD
 EG0244
 EG0244                          STATION DESCRIPTION
 EG0244
 EG0244'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EG0244'5.9 MI S FROM VINA.
 EG0244'ABOUT 2.0 MILES EAST ALONG THE RED BAY-HACKLEBURG ROAD FROM THE
 EG0244'ILLINOIS CENTRAL RAILROAD STATION AT VINA, THENCE SOUTH 3.9 MILES
 EG0244'ALONG THE ROAD TO BEXAR, AT THE TOP OF A GRADE, 100 YARDS NORTHEAST OF
 EG0244'A HOUSE AT THE BOTTOM OF THE GRADE, 27 FEET NORTHWEST OF AND ABOUT 1
 EG0244'FOOT HIGHER THAN THE CENTER LINE OF THE ROAD, 29.5 FEET NORTHEAST OF A
 EG0244'BLACK OAK TREE, SERVING AS CORNER POST IN A FENCE, 2 FEET SOUTHWEST OF
 EG0244'A WHITE WOODEN WITNESS POST.  THE MARK IS A BRONZE DISK SET IN THE TOP
 EG0244'OF A CONCRETE POST, PROJECTING 6 IN. ABOVE THE GROUND.
 EG0244
 EG0244                          STATION RECOVERY (1950)
 EG0244
 EG0244'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0244'RECOVERED IN GOOD CONDITION.
 EG0244
 EG0244                          STATION RECOVERY (2005)
 EG0244
 EG0244'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EG0244'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG1280 ***********************************************************************
 EG1280  DESIGNATION -  E 184
 EG1280  PID         -  EG1280
 EG1280  STATE/COUNTY-  AL/MARION
 EG1280  USGS QUAD   -  WESTON (1982)
 EG1280
 EG1280                         *CURRENT SURVEY CONTROL
 EG1280  ___________________________________________________________________
 EG1280* NAD 83(1986)-  34 13 33.     (N)    088 01 53.     (W)     SCALED    
 EG1280* NAVD 88     -       230.282  (meters)     755.52   (feet)  ADJUSTED  
 EG1280  ___________________________________________________________________
 EG1280  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EG1280  DYNAMIC HT  -         230.050 (meters)     754.76  (feet)  COMP
 EG1280  MODELED GRAV-     979,618.8   (mgal)                       NAVD 88
 EG1280
 EG1280  VERT ORDER  -  SECOND    CLASS 0
 EG1280
 EG1280.The horizontal coordinates were scaled from a topographic map and have
 EG1280.an estimated accuracy of +/- 6 seconds.
 EG1280
 EG1280.The orthometric height was determined by differential leveling
 EG1280.and adjusted by the National Geodetic Survey in June 1991..
 EG1280
 EG1280.The geoid height was determined by GEOID03.
 EG1280
 EG1280.The dynamic height is computed by dividing the NAVD 88
 EG1280.geopotential number by the normal gravity value computed on the
 EG1280.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1280.degrees latitude (g = 980.6199 gals.).
 EG1280
 EG1280.The modeled gravity was interpolated from observed gravity values.
 EG1280
 EG1280;                    North         East    Units  Estimated Accuracy
 EG1280;SPC AL W     -   468,700.      551,040.      MT  (+/- 180 meters Scaled)
 EG1280
 EG1280                          SUPERSEDED SURVEY CONTROL
 EG1280
 EG1280  NGVD 29 (??/??/92)  230.224  (m)          755.33   (f) ADJ UNCH    2 0
 EG1280
 EG1280.Superseded values are not recommended for survey control.
 EG1280.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1280.See file dsdata.txt to determine how the superseded data were derived.
 EG1280
 EG1280_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC050876(NAD 83)
 EG1280_MARKER: DB = BENCH MARK DISK
 EG1280_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1280_STAMPING: E 184 1945
 EG1280_MARK LOGO: CGS   
 EG1280_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1280_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1280+STABILITY: SURFACE MOTION
 EG1280
 EG1280  HISTORY     - Date     Condition        Report By
 EG1280  HISTORY     - 194512   MONUMENTED       CGS
 EG1280
 EG1280                          STATION DESCRIPTION
 EG1280
 EG1280'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CS)
 EG1280'11.5 MI (18.5 KM) NORTHEAST OF BEXAR. FROM THE BEXAR CHURCH AND
 EG1280'CEMETERY GO NORTH 5.2 MI (8.4 KM) ALONG THE BEXAR, GOGGINS STORE,
 EG1280'NEWBURG, VINA ROAD TO ITS JUNCTION WITH A ROAD LEADING SOUTHEAST,
 EG1280'THENCE SOUTHEAST AND EAST 1.3 MI (2.1 KM) TO THE JUNCTION WITH A ROAD
 EG1280'NORTH AND SOUTH, 0.1 MI (0.2 KM) EAST OF SUNNY SIDE SCHOOL, THENCE
 EG1280'NORTH AND EAST, TAKING THE EAST FORK AT 0.9 AND 1.1 MI (1.8 KM), 3.1
 EG1280'MI (5.0 KM) TO THE JUNCTION OF A ROAD NORTH AND SOUTH, THENCE SOUTH
 EG1280'1.9 MI (3.1 KM) TO THE JUNCTION OF A A ROAD LEADING SOUTHEAST, THE
 EG1280'LOCATION OF THE BENCH MARK.  AT THE NORTH END OF A LOW CUT, 12 FT (3.7
 EG1280'M) SOUTH OF THE LINE BETWEEN A FIELD AND BRUSH, 31 FT (9.4 M)
 EG1280'SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE ROADS, 25 FT (7.6 M)
 EG1280'WEST OF AND ABOUT 1.5 FT (0.5 M) HIGHER THAN THE CENTERLINE OF THE
 EG1280'ROAD LEADING SOUTH, 2 FT (0.6 M) SOUTH OF A WHITE, WOODEN WITNESS
 EG1280'POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING 6
 EG1280'INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0084 ***********************************************************************
 DJ0084  DESIGNATION -  E 185
 DJ0084  PID         -  DJ0084
 DJ0084  STATE/COUNTY-  AL/LAMAR
 DJ0084  USGS QUAD   -  HIGHTOGY (1985)
 DJ0084
 DJ0084                         *CURRENT SURVEY CONTROL
 DJ0084  ___________________________________________________________________
 DJ0084* NAD 83(1986)-  33 44 38.     (N)    088 00 07.     (W)     SCALED    
 DJ0084* NAVD 88     -       146.299  (meters)     479.98   (feet)  ADJUSTED  
 DJ0084  ___________________________________________________________________
 DJ0084  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DJ0084  DYNAMIC HT  -         146.147 (meters)     479.48  (feet)  COMP
 DJ0084  MODELED GRAV-     979,589.4   (mgal)                       NAVD 88
 DJ0084
 DJ0084  VERT ORDER  -  SECOND    CLASS 0
 DJ0084
 DJ0084.The horizontal coordinates were scaled from a topographic map and have
 DJ0084.an estimated accuracy of +/- 6 seconds.
 DJ0084
 DJ0084.The orthometric height was determined by differential leveling
 DJ0084.and adjusted by the National Geodetic Survey in June 1991..
 DJ0084
 DJ0084.The geoid height was determined by GEOID03.
 DJ0084
 DJ0084.The dynamic height is computed by dividing the NAVD 88
 DJ0084.geopotential number by the normal gravity value computed on the
 DJ0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0084.degrees latitude (g = 980.6199 gals.).
 DJ0084
 DJ0084.The modeled gravity was interpolated from observed gravity values.
 DJ0084
 DJ0084;                    North         East    Units  Estimated Accuracy
 DJ0084;SPC AL W     -   415,230.      553,490.      MT  (+/- 180 meters Scaled)
 DJ0084
 DJ0084                          SUPERSEDED SURVEY CONTROL
 DJ0084
 DJ0084  NGVD 29 (??/??/92)  146.259  (m)          479.85   (f) ADJ UNCH    2 0
 DJ0084
 DJ0084.Superseded values are not recommended for survey control.
 DJ0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0084.See file dsdata.txt to determine how the superseded data were derived.
 DJ0084
 DJ0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC071342(NAD 83)
 DJ0084_MARKER: DB = BENCH MARK DISK
 DJ0084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0084_STAMPING: E 185 1946
 DJ0084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0084+STABILITY: SURFACE MOTION
 DJ0084
 DJ0084  HISTORY     - Date     Condition        Report By
 DJ0084  HISTORY     - 1946     MONUMENTED       CGS
 DJ0084  HISTORY     - 1977     GOOD             USGS
 DJ0084
 DJ0084                          STATION DESCRIPTION
 DJ0084
 DJ0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0084'IN CROSSVILLE.
 DJ0084'IN CROSSVILLE, AT THE JUNCTION OF STATE HIGHWAY 18 AND A SIDE ROAD
 DJ0084'LEADING NORTH TO BEAVERTON, 197 FEET WEST OF A GULF FILLING STATION,
 DJ0084'30 FEET NORTH OF THE CENTER OF THE HIGHWAY, 34 FEET EAST OF THE CENTER
 DJ0084'OF THE SIDE ROAD, 5 FEET EAST OF A POWER POLE, 2 FEET WEST OF A WHITE
 DJ0084'WOODEN WITNESS POST.
 DJ0084
 DJ0084                          STATION RECOVERY (1977)
 DJ0084
 DJ0084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 DJ0084'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0085 ***********************************************************************
 DJ0085  DESIGNATION -  E 185 RESET
 DJ0085  PID         -  DJ0085
 DJ0085  STATE/COUNTY-  AL/LAMAR
 DJ0085  USGS QUAD   -  HIGHTOGY (1985)
 DJ0085
 DJ0085                         *CURRENT SURVEY CONTROL
 DJ0085  ___________________________________________________________________
 DJ0085* NAD 83(1986)-  33 44 37.     (N)    088 00 06.     (W)     SCALED    
 DJ0085* NAVD 88     -       144.14   (meters)     472.9    (feet)  RESET     
 DJ0085  ___________________________________________________________________
 DJ0085  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 DJ0085
 DJ0085  VERT ORDER  -  THIRD
 DJ0085
 DJ0085.The horizontal coordinates were scaled from a topographic map and have
 DJ0085.an estimated accuracy of +/- 6 seconds.
 DJ0085
 DJ0085.The orthometric height was computed from unverified reset data.
 DJ0085
 DJ0085.The geoid height was determined by GEOID03.
 DJ0085
 DJ0085;                    North         East    Units  Estimated Accuracy
 DJ0085;SPC AL W     -   415,200.      553,520.      MT  (+/- 180 meters Scaled)
 DJ0085
 DJ0085                          SUPERSEDED SURVEY CONTROL
 DJ0085
 DJ0085  NGVD 29 (11/20/03)  144.10   (m)          472.8    (f) RESET       3  
 DJ0085
 DJ0085.Superseded values are not recommended for survey control.
 DJ0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0085.See file dsdata.txt to determine how the superseded data were derived.
 DJ0085
 DJ0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC072341(NAD 83)
 DJ0085_MARKER: DD = SURVEY DISK
 DJ0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0085_STAMPING: E 185 RESET 1977
 DJ0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0085+STABILITY: SURFACE MOTION
 DJ0085
 DJ0085  HISTORY     - Date     Condition        Report By
 DJ0085  HISTORY     - 1977     MONUMENTED       ALHD
 DJ0085
 DJ0085                          STATION DESCRIPTION
 DJ0085
 DJ0085'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1977
 DJ0085'6.37 MI E FROM VERNON.
 DJ0085'6.37 MILES EAST ALONG STATE HIGHWAY NO. 18 FROM THE LAMAR COUNTY HIGH
 DJ0085'SCHOOL AT VERNONK LAMAR COUNTY, 37 FEET SOUTH OF CENTERLINE OF HIGHWAY
 DJ0085'AT STATION 386+20, 116 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 DJ0085'BRICK HOUSE, 33 FEET WEST OF CENTERLINE OF A 3 X 3 FOOT R.C. BOX
 DJ0085'CULVERT UNDER HIGHWAY, 2 FEET NORTH OF A WHITE METAL WITNESS POST.  A
 DJ0085'STANDARD DISK, STAMPED E 185 RESET 1977 AND SET IN THE TOP OF A
 DJ0085'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1804 ***********************************************************************
 DH1804  DESIGNATION -  E 186
 DH1804  PID         -  DH1804
 DH1804  STATE/COUNTY-  AL/FAYETTE
 DH1804  USGS QUAD   -  BLUFF (1983)
 DH1804
 DH1804                         *CURRENT SURVEY CONTROL
 DH1804  ___________________________________________________________________
 DH1804* NAD 83(1986)-  33 49 22.     (N)    087 55 38.     (W)     SCALED    
 DH1804* NAVD 88     -       149.190  (meters)     489.47   (feet)  ADJUSTED  
 DH1804  ___________________________________________________________________
 DH1804  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DH1804  DYNAMIC HT  -         149.036 (meters)     488.96  (feet)  COMP
 DH1804  MODELED GRAV-     979,596.9   (mgal)                       NAVD 88
 DH1804
 DH1804  VERT ORDER  -  SECOND    CLASS 0
 DH1804
 DH1804.The horizontal coordinates were scaled from a topographic map and have
 DH1804.an estimated accuracy of +/- 6 seconds.
 DH1804
 DH1804.The orthometric height was determined by differential leveling
 DH1804.and adjusted by the National Geodetic Survey in June 1991..
 DH1804
 DH1804.The geoid height was determined by GEOID03.
 DH1804
 DH1804.The dynamic height is computed by dividing the NAVD 88
 DH1804.geopotential number by the normal gravity value computed on the
 DH1804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1804.degrees latitude (g = 980.6199 gals.).
 DH1804
 DH1804.The modeled gravity was interpolated from observed gravity values.
 DH1804
 DH1804;                    North         East    Units  Estimated Accuracy
 DH1804;SPC AL W     -   423,940.      560,450.      MT  (+/- 180 meters Scaled)
 DH1804
 DH1804                          SUPERSEDED SURVEY CONTROL
 DH1804
 DH1804  NGVD 29 (??/??/92)  149.143  (m)          489.31   (f) ADJ UNCH    2 0
 DH1804
 DH1804.Superseded values are not recommended for survey control.
 DH1804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1804.See file dsdata.txt to determine how the superseded data were derived.
 DH1804
 DH1804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC141428(NAD 83)
 DH1804_MARKER: DB = BENCH MARK DISK
 DH1804_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1804_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1804_STAMPING: E 186 1946
 DH1804_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1804+STABILITY: SURFACE MOTION
 DH1804
 DH1804  HISTORY     - Date     Condition        Report By
 DH1804  HISTORY     - 1946     MONUMENTED       CGS
 DH1804
 DH1804                          STATION DESCRIPTION
 DH1804
 DH1804'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1804'1.6 MI W FROM BLUFF.
 DH1804'ABOUT 1.6 MILES WEST ALONG THE ROAD TO FAIRVIEW SCHOOL FROM BLUFF, AT
 DH1804'THE TOP OF A HILL, 22 FEET NORTH OF THE CENTER OF THE ROAD, 10 FEET
 DH1804'NORTHWEST OF A 10 INCH GUM TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 DH1804'POST AND ABOUT 1 FOOT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1670 ***********************************************************************
 DH1670  DESIGNATION -  E 187
 DH1670  PID         -  DH1670
 DH1670  STATE/COUNTY-  AL/TUSCALOOSA
 DH1670  USGS QUAD   -  NEWTONVILLE (1967)
 DH1670
 DH1670                         *CURRENT SURVEY CONTROL
 DH1670  ___________________________________________________________________
 DH1670* NAD 83(1986)-  33 32 51.     (N)    087 48 05.     (W)     SCALED    
 DH1670* NAVD 88     -        96.467  (meters)     316.49   (feet)  ADJUSTED  
 DH1670  ___________________________________________________________________
 DH1670  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DH1670  DYNAMIC HT  -          96.364 (meters)     316.15  (feet)  COMP
 DH1670  MODELED GRAV-     979,575.0   (mgal)                       NAVD 88
 DH1670
 DH1670  VERT ORDER  -  SECOND    CLASS 0
 DH1670
 DH1670.The horizontal coordinates were scaled from a topographic map and have
 DH1670.an estimated accuracy of +/- 6 seconds.
 DH1670
 DH1670.The orthometric height was determined by differential leveling
 DH1670.and adjusted by the National Geodetic Survey in June 1991..
 DH1670
 DH1670.The geoid height was determined by GEOID03.
 DH1670
 DH1670.The dynamic height is computed by dividing the NAVD 88
 DH1670.geopotential number by the normal gravity value computed on the
 DH1670.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1670.degrees latitude (g = 980.6199 gals.).
 DH1670
 DH1670.The modeled gravity was interpolated from observed gravity values.
 DH1670
 DH1670;                    North         East    Units  Estimated Accuracy
 DH1670;SPC AL W     -   393,370.      572,010.      MT  (+/- 180 meters Scaled)
 DH1670
 DH1670                          SUPERSEDED SURVEY CONTROL
 DH1670
 DH1670  NGVD 29 (??/??/92)   96.424  (m)          316.35   (f) ADJ UNCH    2 0
 DH1670
 DH1670.Superseded values are not recommended for survey control.
 DH1670.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1670.See file dsdata.txt to determine how the superseded data were derived.
 DH1670
 DH1670_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC256122(NAD 83)
 DH1670_MARKER: DB = BENCH MARK DISK
 DH1670_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1670_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1670_STAMPING: E 187 1946
 DH1670_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1670+STABILITY: SURFACE MOTION
 DH1670
 DH1670  HISTORY     - Date     Condition        Report By
 DH1670  HISTORY     - 1946     MONUMENTED       CGS
 DH1670  HISTORY     - 1961     GOOD             NGS
 DH1670
 DH1670                          STATION DESCRIPTION
 DH1670
 DH1670'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 DH1670'7.1 MI N FROM MOORES BRIDGE.
 DH1670'LOCATED 7.1 MILES NORTH ALONG STATE HIGHWAY 171 FROM MOORES BRIDGE,
 DH1670'0.2 MILE NORTH OF THE GIBSONS STORE AND AN OLD ROAD LEADING EAST, 528
 DH1670'FEET SOUTH OF THE JUNCTION OF A NEW ROAD LEADING WEST, 35 FEET SOUTH
 DH1670'OF THE CENTERLINE OF AN OLD GRAVELED ROAD LEADING WEST, 44 FEET WEST
 DH1670'OF THE CENTERLINE OF STATE HIGHWAY 171, 70 FEET SOUTH OF A TELEPHONE
 DH1670'POLE ON NORTH SIDE OF OLD ROAD, AND 1 FOOT SOUTH OF A METAL WITNESS
 DH1670'POST.  IT IS A STANDARD DISK, STAMPED E 187 1946 SET IN THE TOP OF A
 DH1670'6-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2087 ***********************************************************************
 DH2087  DESIGNATION -  E 188
 DH2087  PID         -  DH2087
 DH2087  STATE/COUNTY-  AL/TUSCALOOSA
 DH2087  USGS QUAD   -  BROWNVILLE (1981)
 DH2087
 DH2087                         *CURRENT SURVEY CONTROL
 DH2087  ___________________________________________________________________
 DH2087* NAD 83(1986)-  33 24 22.     (N)    087 47 20.     (W)     SCALED    
 DH2087* NAVD 88     -       100.518  (meters)     329.78   (feet)  ADJUSTED  
 DH2087  ___________________________________________________________________
 DH2087  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DH2087  DYNAMIC HT  -         100.410 (meters)     329.43  (feet)  COMP
 DH2087  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 DH2087
 DH2087  VERT ORDER  -  SECOND    CLASS 0
 DH2087
 DH2087.The horizontal coordinates were scaled from a topographic map and have
 DH2087.an estimated accuracy of +/- 6 seconds.
 DH2087
 DH2087.The orthometric height was determined by differential leveling
 DH2087.and adjusted by the National Geodetic Survey in June 1991..
 DH2087
 DH2087.The geoid height was determined by GEOID03.
 DH2087
 DH2087.The dynamic height is computed by dividing the NAVD 88
 DH2087.geopotential number by the normal gravity value computed on the
 DH2087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2087.degrees latitude (g = 980.6199 gals.).
 DH2087
 DH2087.The modeled gravity was interpolated from observed gravity values.
 DH2087
 DH2087;                    North         East    Units  Estimated Accuracy
 DH2087;SPC AL W     -   377,690.      573,130.      MT  (+/- 180 meters Scaled)
 DH2087
 DH2087                          SUPERSEDED SURVEY CONTROL
 DH2087
 DH2087  NGVD 29 (??/??/92)  100.471  (m)          329.63   (f) ADJ UNCH    2 0
 DH2087
 DH2087.Superseded values are not recommended for survey control.
 DH2087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2087.See file dsdata.txt to determine how the superseded data were derived.
 DH2087
 DH2087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB266965(NAD 83)
 DH2087_MARKER: DB = BENCH MARK DISK
 DH2087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2087_STAMPING: E 188 1946
 DH2087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2087+STABILITY: SURFACE MOTION
 DH2087
 DH2087  HISTORY     - Date     Condition        Report By
 DH2087  HISTORY     - 1946     MONUMENTED       CGS
 DH2087  HISTORY     - 20050517 MARK NOT FOUND   ALHD
 DH2087
 DH2087                          STATION DESCRIPTION
 DH2087
 DH2087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2087'3.2 MI S FROM MOORES BRIDGE.
 DH2087'ABOUT 3.2 MILES SOUTH ALONG THE ROAD TO ELROD FROM THE POST OFFICE AT
 DH2087'MOORES BRIDGE, 0.4 MILE SOUTH OF THE POINT WHERE A NATURAL GAS LINE
 DH2087'CROSSES THE ROAD, AT THE JUNCTION WITH A ROAD LEADING EAST, 26 FEET
 DH2087'AND ABOUT 1 FOOT LOWER THAN THE CENTER OF THE MAIN ROAD, 23 FEET
 DH2087'SOUTHWEST OF THE CENTER OF THE SIDE ROAD, 18 FEET SOUTHEAST OF A 14
 DH2087'INCH OAK TREE, 8 FEET SOUTH OF A FENCE, 2 FEET WEST OF A WHITE WOODEN
 DH2087'WITNESS POST.
 DH2087
 DH2087                          STATION RECOVERY (2005)
 DH2087
 DH2087'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2087'ROAD HAS BEEN WIDENED AND PAVED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2070 ***********************************************************************
 DH2070  DESIGNATION -  E 189
 DH2070  PID         -  DH2070
 DH2070  STATE/COUNTY-  AL/PICKENS
 DH2070  USGS QUAD   -  GORDO (1983)
 DH2070
 DH2070                         *CURRENT SURVEY CONTROL
 DH2070  ___________________________________________________________________
 DH2070* NAD 83(1986)-  33 19 25.     (N)    087 54 37.     (W)     SCALED    
 DH2070* NAVD 88     -        86.704  (meters)     284.46   (feet)  ADJUSTED  
 DH2070  ___________________________________________________________________
 DH2070  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DH2070  DYNAMIC HT  -          86.610 (meters)     284.15  (feet)  COMP
 DH2070  MODELED GRAV-     979,546.1   (mgal)                       NAVD 88
 DH2070
 DH2070  VERT ORDER  -  SECOND    CLASS 0
 DH2070
 DH2070.The horizontal coordinates were scaled from a topographic map and have
 DH2070.an estimated accuracy of +/- 6 seconds.
 DH2070
 DH2070.The orthometric height was determined by differential leveling
 DH2070.and adjusted by the National Geodetic Survey in June 1991..
 DH2070
 DH2070.The geoid height was determined by GEOID03.
 DH2070
 DH2070.The dynamic height is computed by dividing the NAVD 88
 DH2070.geopotential number by the normal gravity value computed on the
 DH2070.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2070.degrees latitude (g = 980.6199 gals.).
 DH2070
 DH2070.The modeled gravity was interpolated from observed gravity values.
 DH2070
 DH2070;                    North         East    Units  Estimated Accuracy
 DH2070;SPC AL W     -   368,580.      561,800.      MT  (+/- 180 meters Scaled)
 DH2070
 DH2070                          SUPERSEDED SURVEY CONTROL
 DH2070
 DH2070  NGVD 29 (??/??/92)   86.631  (m)          284.22   (f) ADJ UNCH    2 0
 DH2070
 DH2070.Superseded values are not recommended for survey control.
 DH2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2070.See file dsdata.txt to determine how the superseded data were derived.
 DH2070
 DH2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB152875(NAD 83)
 DH2070_MARKER: DB = BENCH MARK DISK
 DH2070_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH2070_SP_SET: OVERPASS
 DH2070_STAMPING: E 189 1946
 DH2070_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2070_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2070+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 DH2070
 DH2070  HISTORY     - Date     Condition        Report By
 DH2070  HISTORY     - 1946     MONUMENTED       CGS
 DH2070  HISTORY     - 20040412 GOOD             ALHD
 DH2070  HISTORY     - 20050728 GOOD             ALDOT
 DH2070
 DH2070                          STATION DESCRIPTION
 DH2070
 DH2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2070'0.5 MI NW FROM GORDO.
 DH2070'ABOUT 0.5 MILE NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM
 DH2070'THE STATION AT GORDO, AT THE RAILROAD OVERPASS OVER U.S. HIGHWAY 82,
 DH2070'SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST ABUTMENT OF THE
 DH2070'OVERPASS, 14 FEET NORTHEAST OF AND ABOUT 2 FEET LOWER THAN THE CENTER
 DH2070'OF THE TRACK.
 DH2070
 DH2070                          STATION RECOVERY (2004)
 DH2070
 DH2070'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 DH2070'RECOVERED IN GOOD CONDITION.
 DH2070
 DH2070                          STATION RECOVERY (2005)
 DH2070
 DH2070'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DH2070'MARK IS 9 FEET WEST OF A METAL WITNESS POST
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0375 ***********************************************************************
 EG0375  DESIGNATION -  E 190
 EG0375  PID         -  EG0375
 EG0375  STATE/COUNTY-  AL/MARION
 EG0375  USGS QUAD   -  DETROIT (1967)
 EG0375
 EG0375                         *CURRENT SURVEY CONTROL
 EG0375  ___________________________________________________________________
 EG0375* NAD 83(1986)-  34 07 09.     (N)    088 07 49.     (W)     SCALED    
 EG0375* NAVD 88     -       141.366  (meters)     463.80   (feet)  ADJUSTED  
 EG0375  ___________________________________________________________________
 EG0375  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EG0375  DYNAMIC HT  -         141.223 (meters)     463.33  (feet)  COMP
 EG0375  MODELED GRAV-     979,617.9   (mgal)                       NAVD 88
 EG0375
 EG0375  VERT ORDER  -  SECOND    CLASS 0
 EG0375
 EG0375.The horizontal coordinates were scaled from a topographic map and have
 EG0375.an estimated accuracy of +/- 6 seconds.
 EG0375
 EG0375.The orthometric height was determined by differential leveling
 EG0375.and adjusted by the National Geodetic Survey in June 1991..
 EG0375
 EG0375.The geoid height was determined by GEOID03.
 EG0375
 EG0375.The dynamic height is computed by dividing the NAVD 88
 EG0375.geopotential number by the normal gravity value computed on the
 EG0375.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0375.degrees latitude (g = 980.6199 gals.).
 EG0375
 EG0375.The modeled gravity was interpolated from observed gravity values.
 EG0375
 EG0375;                    North         East    Units  Estimated Accuracy
 EG0375;SPC AL W     -   456,920.      541,860.      MT  (+/- 180 meters Scaled)
 EG0375
 EG0375                          SUPERSEDED SURVEY CONTROL
 EG0375
 EG0375  NGVD 29 (??/??/92)  141.306  (m)          463.60   (f) ADJ UNCH    2 0
 EG0375
 EG0375.Superseded values are not recommended for survey control.
 EG0375.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0375.See file dsdata.txt to determine how the superseded data were derived.
 EG0375
 EG0375_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC957759(NAD 83)
 EG0375_MARKER: DB = BENCH MARK DISK
 EG0375_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0375_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0375_STAMPING: E 190 1946
 EG0375_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0375+STABILITY: SURFACE MOTION
 EG0375
 EG0375  HISTORY     - Date     Condition        Report By
 EG0375  HISTORY     - 1946     MONUMENTED       CGS
 EG0375  HISTORY     - 1966     MARK NOT FOUND   USGS
 EG0375
 EG0375                          STATION DESCRIPTION
 EG0375
 EG0375'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EG0375'6.2 MI SE FROM BEXAR.
 EG0375'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT BEXAR BY GOING ABOUT
 EG0375'1.4 MILE EAST ALONG U.S. HIGHWAY 78, THENCE ABOUT 4.2 MILES SOUTH
 EG0375'ALONG A GRAVEL ROAD WHICH FOLLOW THE EAST SIDE OF SIPSEY CREEK TO THE
 EG0375'HAMILTON-SULLIGENT ROAD, THENCE ABOUT 0.6 MILE SOUTH ALONG THE
 EG0375'HAMILTON-SULLIGENT ROAD.  THE MARK IS IN THE YARD OF THE HOWARD
 EG0375'RUDICELL HOME, 95 FEET SOUTHEAST OF THE SOUTHEASTT CORNER OF THE
 EG0375'HOUSE, 38 FEET SOUTH OF THE CENTER LINE OF THE DRIVEWAY, 31 FEET WEST
 EG0375'OF THE CENTER LINE OF THE ROAD, AND 2.5 FEET EAST OF A WHITE WOODEN
 EG0375'WITNESS POST.
 EG0375
 EG0375                          STATION RECOVERY (1966)
 EG0375
 EG0375'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 EG0375'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0148 ***********************************************************************
 DJ0148  DESIGNATION -  E 192
 DJ0148  PID         -  DJ0148
 DJ0148  STATE/COUNTY-  AL/PICKENS
 DJ0148  USGS QUAD   -  FERNBANK (1985)
 DJ0148
 DJ0148                         *CURRENT SURVEY CONTROL
 DJ0148  ___________________________________________________________________
 DJ0148* NAD 83(1986)-  33 30 59.     (N)    088 11 45.     (W)     SCALED    
 DJ0148* NAVD 88     -       118.747  (meters)     389.59   (feet)  ADJUSTED  
 DJ0148  ___________________________________________________________________
 DJ0148  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 DJ0148  DYNAMIC HT  -         118.620 (meters)     389.17  (feet)  COMP
 DJ0148  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DJ0148
 DJ0148  VERT ORDER  -  SECOND    CLASS 0
 DJ0148
 DJ0148.The horizontal coordinates were scaled from a topographic map and have
 DJ0148.an estimated accuracy of +/- 6 seconds.
 DJ0148
 DJ0148.The orthometric height was determined by differential leveling
 DJ0148.and adjusted by the National Geodetic Survey in June 1991..
 DJ0148
 DJ0148.The geoid height was determined by GEOID03.
 DJ0148
 DJ0148.The dynamic height is computed by dividing the NAVD 88
 DJ0148.geopotential number by the normal gravity value computed on the
 DJ0148.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0148.degrees latitude (g = 980.6199 gals.).
 DJ0148
 DJ0148.The modeled gravity was interpolated from observed gravity values.
 DJ0148
 DJ0148;                    North         East    Units  Estimated Accuracy
 DJ0148;SPC AL W     -   390,100.      535,360.      MT  (+/- 180 meters Scaled)
 DJ0148
 DJ0148                          SUPERSEDED SURVEY CONTROL
 DJ0148
 DJ0148  NGVD 29 (??/??/92)  118.713  (m)          389.48   (f) ADJ UNCH    2 0
 DJ0148
 DJ0148.Superseded values are not recommended for survey control.
 DJ0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0148.See file dsdata.txt to determine how the superseded data were derived.
 DJ0148
 DJ0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC889091(NAD 83)
 DJ0148_MARKER: DB = BENCH MARK DISK
 DJ0148_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0148_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0148_STAMPING: E 192 1946
 DJ0148_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0148+STABILITY: SURFACE MOTION
 DJ0148
 DJ0148  HISTORY     - Date     Condition        Report By
 DJ0148  HISTORY     - 1946     MONUMENTED       CGS
 DJ0148
 DJ0148                          STATION DESCRIPTION
 DJ0148
 DJ0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0148'3.7 MI NW FROM LIBERTY SCHOOL.
 DJ0148'ABOUT 3.7 MILES NORTHWEST FROM LIBERTY SCHOOL ALONG A ROAD LEADING TO
 DJ0148'ANDREWS CHAPEL CHURCH AND CONTINUING WEST, 1.4 MILES WEST OF ANDREWS
 DJ0148'CHAPEL, AT THE JIM FIELDS FARM PLACE, 95 FEET SOUTHEAST OF THE
 DJ0148'SOUTHWEST CORNER OF THE HOUSE, 85 FEET SOUTH OF THE SOUTHEAST CORNER
 DJ0148'OF THE HOUSE, 61 FEET WEST OF THE NORTHWEST CORNER OF A 6 FOOT WOODEN
 DJ0148'BRIDGE, 29 FEET NORTH OF AND ABOUT 6 FEET ABOVE THE CENTER OF THE
 DJ0148'ROAD, 27 FEET WEST OF THE CENTER OF THE DRIVEWAY LEADING TO THE HOUSE,
 DJ0148'AND 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 DJ0148'STAMPED E 192 1946 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0449 ***********************************************************************
 DJ0449  DESIGNATION -  E 193
 DJ0449  PID         -  DJ0449
 DJ0449  STATE/COUNTY-  AL/GREENE
 DJ0449  USGS QUAD   -  PLEASANT RIDGE (1980)
 DJ0449
 DJ0449                         *CURRENT SURVEY CONTROL
 DJ0449  ___________________________________________________________________
 DJ0449* NAD 83(1986)-  33 01 23.     (N)    088 06 26.     (W)     SCALED    
 DJ0449* NAVD 88     -        82.460  (meters)     270.54   (feet)  ADJUSTED  
 DJ0449  ___________________________________________________________________
 DJ0449  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DJ0449  DYNAMIC HT  -          82.368 (meters)     270.24  (feet)  COMP
 DJ0449  MODELED GRAV-     979,523.1   (mgal)                       NAVD 88
 DJ0449
 DJ0449  VERT ORDER  -  SECOND    CLASS 0
 DJ0449
 DJ0449.The horizontal coordinates were scaled from a topographic map and have
 DJ0449.an estimated accuracy of +/- 6 seconds.
 DJ0449
 DJ0449.The orthometric height was determined by differential leveling
 DJ0449.and adjusted by the National Geodetic Survey in June 1991..
 DJ0449
 DJ0449.The geoid height was determined by GEOID03.
 DJ0449
 DJ0449.The dynamic height is computed by dividing the NAVD 88
 DJ0449.geopotential number by the normal gravity value computed on the
 DJ0449.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0449.degrees latitude (g = 980.6199 gals.).
 DJ0449
 DJ0449.The modeled gravity was interpolated from observed gravity values.
 DJ0449
 DJ0449;                    North         East    Units  Estimated Accuracy
 DJ0449;SPC AL W     -   335,330.      543,270.      MT  (+/- 180 meters Scaled)
 DJ0449
 DJ0449                          SUPERSEDED SURVEY CONTROL
 DJ0449
 DJ0449  NGVD 29 (??/??/92)   82.423  (m)          270.42   (f) ADJ UNCH    2 0
 DJ0449
 DJ0449.Superseded values are not recommended for survey control.
 DJ0449.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0449.See file dsdata.txt to determine how the superseded data were derived.
 DJ0449
 DJ0449_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB965543(NAD 83)
 DJ0449_MARKER: DB = BENCH MARK DISK
 DJ0449_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0449_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0449_STAMPING: E 193 1946
 DJ0449_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0449+STABILITY: SURFACE MOTION
 DJ0449
 DJ0449  HISTORY     - Date     Condition        Report By
 DJ0449  HISTORY     - 1946     MONUMENTED       CGS
 DJ0449  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0449
 DJ0449                          STATION DESCRIPTION
 DJ0449
 DJ0449'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0449'8.55 MI SE FROM ALICEVILLE.
 DJ0449'ABOUT 8.55 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 DJ0449'AT ALICEVILLE, AT THE TOP OF A LONG HILL, ABOUT 75 FEET EAST OF THE
 DJ0449'END OF A GRAVEL CUT, 52 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY,
 DJ0449'45 FEET SOUTHWEST OF A CONCRETE ROAD POST MARKED P.C. 564/49, 20 FEET
 DJ0449'NORTHEAST OF A BLAZED 16-INCH PINE TREE, 1.5 FOOT NORTH OF A WHITE
 DJ0449'WOODEN WITNESS POST, AND SET ABOUT 1 FOOT LOWER THAN THE ROAD LEVEL.
 DJ0449
 DJ0449                          STATION RECOVERY (1966)
 DJ0449
 DJ0449'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0449'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0169 ***********************************************************************
 CO0169  DESIGNATION -  E 194
 CO0169  PID         -  CO0169
 CO0169  STATE/COUNTY-  AL/GREENE
 CO0169  USGS QUAD   -  WEST GREENE (1970)
 CO0169
 CO0169                         *CURRENT SURVEY CONTROL
 CO0169  ___________________________________________________________________
 CO0169* NAD 83(1986)-  32 53 57.     (N)    088 01 45.     (W)     SCALED    
 CO0169* NAVD 88     -        48.206  (meters)     158.16   (feet)  ADJUSTED  
 CO0169  ___________________________________________________________________
 CO0169  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CO0169  DYNAMIC HT  -          48.152 (meters)     157.98  (feet)  COMP
 CO0169  MODELED GRAV-     979,514.1   (mgal)                       NAVD 88
 CO0169
 CO0169  VERT ORDER  -  SECOND    CLASS 0
 CO0169
 CO0169.The horizontal coordinates were scaled from a topographic map and have
 CO0169.an estimated accuracy of +/- 6 seconds.
 CO0169
 CO0169.The orthometric height was determined by differential leveling
 CO0169.and adjusted by the National Geodetic Survey in June 1991..
 CO0169
 CO0169.The geoid height was determined by GEOID03.
 CO0169
 CO0169.The dynamic height is computed by dividing the NAVD 88
 CO0169.geopotential number by the normal gravity value computed on the
 CO0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0169.degrees latitude (g = 980.6199 gals.).
 CO0169
 CO0169.The modeled gravity was interpolated from observed gravity values.
 CO0169
 CO0169;                    North         East    Units  Estimated Accuracy
 CO0169;SPC AL W     -   321,560.      550,500.      MT  (+/- 180 meters Scaled)
 CO0169
 CO0169                          SUPERSEDED SURVEY CONTROL
 CO0169
 CO0169  NGVD 29 (??/??/92)   48.175  (m)          158.05   (f) ADJ UNCH    2 0
 CO0169
 CO0169.Superseded values are not recommended for survey control.
 CO0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0169.See file dsdata.txt to determine how the superseded data were derived.
 CO0169
 CO0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB037405(NAD 83)
 CO0169_MARKER: DB = BENCH MARK DISK
 CO0169_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0169_SP_SET: CULVERT
 CO0169_STAMPING: E 194 1946
 CO0169_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0169
 CO0169  HISTORY     - Date     Condition        Report By
 CO0169  HISTORY     - 1946     MONUMENTED       CGS
 CO0169
 CO0169                          STATION DESCRIPTION
 CO0169
 CO0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0169'2.35 MI SW FROM CLINTON.
 CO0169'ABOUT 2.35 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 CO0169'AT CLINTON, ABOUT 0.65 MILE SOUTHWEST OF AN AIRWAY LIGHT BEACON ON THE
 CO0169'NORTHWEST SIDE OF THE HIGHWAY, 0.8 MILE NORTHEAST OF ST. JOHNS SCHOOL
 CO0169'AND CHURCH, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD
 CO0169'WALL OF A DOUBLE 5 BY 5 FOOT CONCRETE BOX CULVERT MARKED 736 - 80, 15
 CO0169'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 6 INCHES
 CO0169'ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0431 ***********************************************************************
 DJ0431  DESIGNATION -  E 195
 DJ0431  PID         -  DJ0431
 DJ0431  STATE/COUNTY-  AL/PICKENS
 DJ0431  USGS QUAD   -  CUNNINGHAM (1982)
 DJ0431
 DJ0431                         *CURRENT SURVEY CONTROL
 DJ0431  ___________________________________________________________________
 DJ0431* NAD 83(1986)-  33 09 45.     (N)    088 03 48.     (W)     SCALED    
 DJ0431* NAVD 88     -        68.411  (meters)     224.45   (feet)  ADJUSTED  
 DJ0431  ___________________________________________________________________
 DJ0431  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DJ0431  DYNAMIC HT  -          68.335 (meters)     224.20  (feet)  COMP
 DJ0431  MODELED GRAV-     979,532.0   (mgal)                       NAVD 88
 DJ0431
 DJ0431  VERT ORDER  -  SECOND    CLASS 0
 DJ0431
 DJ0431.The horizontal coordinates were scaled from a topographic map and have
 DJ0431.an estimated accuracy of +/- 6 seconds.
 DJ0431
 DJ0431.The orthometric height was determined by differential leveling
 DJ0431.and adjusted by the National Geodetic Survey in June 1991..
 DJ0431
 DJ0431.The geoid height was determined by GEOID03.
 DJ0431
 DJ0431.The dynamic height is computed by dividing the NAVD 88
 DJ0431.geopotential number by the normal gravity value computed on the
 DJ0431.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0431.degrees latitude (g = 980.6199 gals.).
 DJ0431
 DJ0431.The modeled gravity was interpolated from observed gravity values.
 DJ0431
 DJ0431;                    North         East    Units  Estimated Accuracy
 DJ0431;SPC AL W     -   350,780.      547,460.      MT  (+/- 180 meters Scaled)
 DJ0431
 DJ0431                          SUPERSEDED SURVEY CONTROL
 DJ0431
 DJ0431  NGVD 29 (??/??/92)   68.365  (m)          224.29   (f) ADJ UNCH    2 0
 DJ0431
 DJ0431.Superseded values are not recommended for survey control.
 DJ0431.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0431.See file dsdata.txt to determine how the superseded data were derived.
 DJ0431
 DJ0431_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB008698(NAD 83)
 DJ0431_MARKER: DB = BENCH MARK DISK
 DJ0431_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0431_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0431_STAMPING: E 195 1946
 DJ0431_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0431+STABILITY: SURFACE MOTION
 DJ0431
 DJ0431  HISTORY     - Date     Condition        Report By
 DJ0431  HISTORY     - 1946     MONUMENTED       CGS
 DJ0431
 DJ0431                          STATION DESCRIPTION
 DJ0431
 DJ0431'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0431'6.0 MI NE FROM ALICEVILLE.
 DJ0431'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 DJ0431'AT ALICEVILLE, THENCE ABOUT 3.3 MILES EAST ALONG A GRAVEL ROAD TO
 DJ0431'BENEVOLA, AT THE H. E. WINDLE FARM, 119 FEET NORTHEAST OF THE
 DJ0431'NORTHEAST CORNER OF A LARGE TWO STORY HOUSE, 61 FEET SOUTH OF AND
 DJ0431'ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 25 FEET WEST OF THE
 DJ0431'CENTER LINE OF THE DRIVEWAY, 6 FEET WEST OF THE NORTHEAST CORNER OF
 DJ0431'THE PICKET FENCE AROUND THE YARD, ABOUT 6 INCHES NORTH OF THE FENCE
 DJ0431'LINE, 2 FEET EAST OF A WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2039 ***********************************************************************
 DH2039  DESIGNATION -  E 196
 DH2039  PID         -  DH2039
 DH2039  STATE/COUNTY-  AL/PICKENS
 DH2039  USGS QUAD   -  KIRK (1970)
 DH2039
 DH2039                         *CURRENT SURVEY CONTROL
 DH2039  ___________________________________________________________________
 DH2039* NAD 83(1986)-  33 13 31.     (N)    087 58 15.     (W)     SCALED    
 DH2039* NAVD 88     -        74.707  (meters)     245.10   (feet)  ADJUSTED  
 DH2039  ___________________________________________________________________
 DH2039  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DH2039  DYNAMIC HT  -          74.625 (meters)     244.83  (feet)  COMP
 DH2039  MODELED GRAV-     979,539.6   (mgal)                       NAVD 88
 DH2039
 DH2039  VERT ORDER  -  SECOND    CLASS 0
 DH2039
 DH2039.The horizontal coordinates were scaled from a topographic map and have
 DH2039.an estimated accuracy of +/- 6 seconds.
 DH2039
 DH2039.The orthometric height was determined by differential leveling
 DH2039.and adjusted by the National Geodetic Survey in June 1991..
 DH2039
 DH2039.The geoid height was determined by GEOID03.
 DH2039
 DH2039.The dynamic height is computed by dividing the NAVD 88
 DH2039.geopotential number by the normal gravity value computed on the
 DH2039.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2039.degrees latitude (g = 980.6199 gals.).
 DH2039
 DH2039.The modeled gravity was interpolated from observed gravity values.
 DH2039
 DH2039;                    North         East    Units  Estimated Accuracy
 DH2039;SPC AL W     -   357,690.      556,110.      MT  (+/- 180 meters Scaled)
 DH2039
 DH2039                          SUPERSEDED SURVEY CONTROL
 DH2039
 DH2039  NGVD 29 (??/??/92)   74.647  (m)          244.90   (f) ADJ UNCH    2 0
 DH2039
 DH2039.Superseded values are not recommended for survey control.
 DH2039.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2039.See file dsdata.txt to determine how the superseded data were derived.
 DH2039
 DH2039_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB095766(NAD 83)
 DH2039_MARKER: DB = BENCH MARK DISK
 DH2039_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2039_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2039_STAMPING: E 196 1946
 DH2039_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2039+STABILITY: SURFACE MOTION
 DH2039
 DH2039  HISTORY     - Date     Condition        Report By
 DH2039  HISTORY     - 1946     MONUMENTED       CGS
 DH2039  HISTORY     - 20050720 GOOD             ALDOT
 DH2039
 DH2039                          STATION DESCRIPTION
 DH2039
 DH2039'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2039'2.25 MI NW FROM SPEEDS WATER MILL.
 DH2039'ABOUT 2.25 MILES NORTHWEST ALONG A ROAD LEADING TO GORDO FROM SPEEDS
 DH2039'WATER MILL, 39 FEET NORTH OF THE NORTHEAST CORNER OF THE J.H. HITT
 DH2039'FARM HOUSE, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 14 FEET
 DH2039'NORTHWEST OF A 36-INCH OAK TREE NEAR A WELL, 21 FEET NORTH OF THE
 DH2039'CENTER OF THE WELL BOX, 2 FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET
 DH2039'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET HIGHER THAN
 DH2039'ROAD LEVEL.
 DH2039
 DH2039                          STATION RECOVERY (2005)
 DH2039
 DH2039'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DH2039'TO REACH THE STATION FROM THE INTERSECTION OF SR17 AND SR86 IN
 DH2039'CARROLLTON HEAD SOUTH ON SR17 0.65 MILES TO PICKENS COUNTY ROAD 22
 DH2039'TURN LEFT ON PICKENS COUNTY ROAD 22 AND PROCEED 8.1 MILES TO THE
 DH2039'PAVEMENT ENDS CONTINUE 0.15 MILES TO A GRAVEL ROAD ON THE LEFT TURN
 DH2039'LEFT AND GO 1.9 MILES TO THE STATION ON THE RIGHT IN FRONT OF A WOODEN
 DH2039'HOUSE WITH A TIN ROOF
 DH2039'MARK IS 22.0 FEET SOUTHEAST OF THE CENTERLINE OF THE GRAVEL ROAD,34.3
 DH2039'NORTH FROM THE NORTHEAST CORNER OF THE PORCH,19.0 FEET NORTH OF THE
 DH2039'WATER WELL, 2.4 FEET EAST-NORTHEAST FROM THE NORTH END OF A 4 FOOT
 DH2039'CHAIN LINK FENCE
 DH2039'90.5 FEET EAST OF A SERVICE POWER POLE, 2.2 FEET EAST-NORTHEAST OF A
 DH2039'METAL WITNESS POST. THE 36 INCH OAK TREE IN THE CALL IS NO LONGER
 DH2039'THERE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0515 ***********************************************************************
 DJ0515  DESIGNATION -  E 198
 DJ0515  PID         -  DJ0515
 DJ0515  STATE/COUNTY-  AL/PICKENS
 DJ0515  USGS QUAD   -  REFORM SW (1985)
 DJ0515
 DJ0515                         *CURRENT SURVEY CONTROL
 DJ0515  ___________________________________________________________________
 DJ0515* NAD 83(1986)-  33 21 52.     (N)    088 14 21.     (W)     SCALED    
 DJ0515* NAVD 88     -        63.397  (meters)     208.00   (feet)  ADJUSTED  
 DJ0515  ___________________________________________________________________
 DJ0515  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 DJ0515  DYNAMIC HT  -          63.329 (meters)     207.77  (feet)  COMP
 DJ0515  MODELED GRAV-     979,563.5   (mgal)                       NAVD 88
 DJ0515
 DJ0515  VERT ORDER  -  SECOND    CLASS 0
 DJ0515
 DJ0515.The horizontal coordinates were scaled from a topographic map and have
 DJ0515.an estimated accuracy of +/- 6 seconds.
 DJ0515
 DJ0515.The orthometric height was determined by differential leveling
 DJ0515.and adjusted by the National Geodetic Survey in June 1991..
 DJ0515
 DJ0515.The geoid height was determined by GEOID03.
 DJ0515
 DJ0515.The dynamic height is computed by dividing the NAVD 88
 DJ0515.geopotential number by the normal gravity value computed on the
 DJ0515.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0515.degrees latitude (g = 980.6199 gals.).
 DJ0515
 DJ0515.The modeled gravity was interpolated from observed gravity values.
 DJ0515
 DJ0515;                    North         East    Units  Estimated Accuracy
 DJ0515;SPC AL W     -   373,270.      531,210.      MT  (+/- 180 meters Scaled)
 DJ0515
 DJ0515                          SUPERSEDED SURVEY CONTROL
 DJ0515
 DJ0515  NGVD 29 (??/??/92)   63.372  (m)          207.91   (f) ADJ UNCH    2 0
 DJ0515
 DJ0515.Superseded values are not recommended for survey control.
 DJ0515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0515.See file dsdata.txt to determine how the superseded data were derived.
 DJ0515
 DJ0515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB847923(NAD 83)
 DJ0515_MARKER: DB = BENCH MARK DISK
 DJ0515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0515_STAMPING: E 198 1946
 DJ0515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0515+STABILITY: SURFACE MOTION
 DJ0515
 DJ0515  HISTORY     - Date     Condition        Report By
 DJ0515  HISTORY     - 1946     MONUMENTED       CGS
 DJ0515  HISTORY     - 1958     POOR             NGS
 DJ0515
 DJ0515                          STATION DESCRIPTION
 DJ0515
 DJ0515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DJ0515'4.15 MI S FROM ETHELSVILLE.
 DJ0515'LOCATED 0.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD, THENCE TAKE RIGHT
 DJ0515'FORK AND GO SOUTH FOR 3.75 MILES FROM THE GULF MOBILE AND OHIO
 DJ0515'RAILROAD STATION IN ETHELSVILLE TO THE MARK IN THE NORTHEAST ANGLE OF
 DJ0515'A THE JUNCTION WITH A FARM ROAD LEADING SOUTH EAST TO A FARM HOUSE
 DJ0515'OWNED BY PETTY FITCH.  IT IS IN THE SOUTHWEST CORNER OF A CULTIVATED
 DJ0515'FIELD, 64 FEET EAST OF THE CENTER OF THE MAIN ROAD, 73 FEET NORTH OF
 DJ0515'THE CENTER OF THE FARM ROAD LEADING EAST, 116 FEET NORTH OF THE CENTER
 DJ0515'OF A SMALL CREEK, AND 91 FEET NORTH OF A TRIPLE TRUNK GUM TREE. IT IS
 DJ0515'A STANDARD DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST
 DJ0515'PROJECTING 6 INCHES.  NOTE-- THE MARK HAS BEEN DISTURBED AND IS
 DJ0515'LEANING SLIGHTLY TO THE WEST.  THIS MARK SHOULD BE USED WITH CAUTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0501 ***********************************************************************
 DJ0501  DESIGNATION -  E 199
 DJ0501  PID         -  DJ0501
 DJ0501  STATE/COUNTY-  AL/PICKENS
 DJ0501  USGS QUAD   -  ALICEVILLE NORTH (1980)
 DJ0501
 DJ0501                         *CURRENT SURVEY CONTROL
 DJ0501  ___________________________________________________________________
 DJ0501* NAD 83(1986)-  33 14 24.     (N)    088 14 18.     (W)     SCALED    
 DJ0501* NAVD 88     -        74.398  (meters)     244.09   (feet)  ADJUSTED  
 DJ0501  ___________________________________________________________________
 DJ0501  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DJ0501  DYNAMIC HT  -          74.317 (meters)     243.82  (feet)  COMP
 DJ0501  MODELED GRAV-     979,556.7   (mgal)                       NAVD 88
 DJ0501
 DJ0501  VERT ORDER  -  SECOND    CLASS 0
 DJ0501
 DJ0501.The horizontal coordinates were scaled from a topographic map and have
 DJ0501.an estimated accuracy of +/- 6 seconds.
 DJ0501
 DJ0501.The orthometric height was determined by differential leveling
 DJ0501.and adjusted by the National Geodetic Survey in June 1991..
 DJ0501
 DJ0501.The geoid height was determined by GEOID03.
 DJ0501
 DJ0501.The dynamic height is computed by dividing the NAVD 88
 DJ0501.geopotential number by the normal gravity value computed on the
 DJ0501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0501.degrees latitude (g = 980.6199 gals.).
 DJ0501
 DJ0501.The modeled gravity was interpolated from observed gravity values.
 DJ0501
 DJ0501;                    North         East    Units  Estimated Accuracy
 DJ0501;SPC AL W     -   359,470.      531,190.      MT  (+/- 180 meters Scaled)
 DJ0501
 DJ0501                          SUPERSEDED SURVEY CONTROL
 DJ0501
 DJ0501  NGVD 29 (??/??/92)   74.362  (m)          243.97   (f) ADJ UNCH    2 0
 DJ0501
 DJ0501.Superseded values are not recommended for survey control.
 DJ0501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0501.See file dsdata.txt to determine how the superseded data were derived.
 DJ0501
 DJ0501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB846785(NAD 83)
 DJ0501_MARKER: DB = BENCH MARK DISK
 DJ0501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0501_STAMPING: E 199 1946
 DJ0501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0501+STABILITY: SURFACE MOTION
 DJ0501
 DJ0501  HISTORY     - Date     Condition        Report By
 DJ0501  HISTORY     - 1946     MONUMENTED       CGS
 DJ0501
 DJ0501                          STATION DESCRIPTION
 DJ0501
 DJ0501'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0501'2.0 MI E FROM PICKENSVILLE.
 DJ0501'ABOUT 2.0 MILES EAST ALONG THE PICKENSVILLE-CARROLLTON ROAD FROM THE
 DJ0501'POST OFFICE AT PICKENSVILLE, 190 FEET NORTHEAST OF THE NORTHEAST
 DJ0501'CORNER OF THE PORCH OF A LARGE FARM HOUSE, 44 FEET SOUTHEAST OF THE
 DJ0501'INTERSECTION OF A GRAVEL FARM ROAD LEADING TO THE HOUSE, 54 FEET
 DJ0501'NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE 35 FEET SOUTH OF THE
 DJ0501'CENTER LINE OF THE ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST
 DJ0501'AND ABOUT 3 FEET HIGHER THAN ROAD LEVEL.  A STANDARD DISK, STAMPED E
 DJ0501'199 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1110 ***********************************************************************
 CM1110  DESIGNATION -  E 20 RESET
 CM1110  PID         -  CM1110
 CM1110  STATE/COUNTY-  AL/BULLOCK
 CM1110  USGS QUAD   -  MIDWAY (1973)
 CM1110
 CM1110                         *CURRENT SURVEY CONTROL
 CM1110  ___________________________________________________________________
 CM1110* NAD 83(1986)-  32 00 10.     (N)    085 31 14.     (W)     SCALED    
 CM1110* NAVD 88     -       147.413  (meters)     483.64   (feet)  ADJUSTED  
 CM1110  ___________________________________________________________________
 CM1110  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CM1110  DYNAMIC HT  -         147.241 (meters)     483.07  (feet)  COMP
 CM1110  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CM1110
 CM1110  VERT ORDER  -  SECOND    CLASS 0
 CM1110
 CM1110.The horizontal coordinates were scaled from a topographic map and have
 CM1110.an estimated accuracy of +/- 6 seconds.
 CM1110
 CM1110.The orthometric height was determined by differential leveling
 CM1110.and adjusted by the National Geodetic Survey in June 1991..
 CM1110
 CM1110.The geoid height was determined by GEOID03.
 CM1110
 CM1110.The dynamic height is computed by dividing the NAVD 88
 CM1110.geopotential number by the normal gravity value computed on the
 CM1110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1110.degrees latitude (g = 980.6199 gals.).
 CM1110
 CM1110.The modeled gravity was interpolated from observed gravity values.
 CM1110
 CM1110;                    North         East    Units  Estimated Accuracy
 CM1110;SPC AL E     -   166,660.      229,550.      MT  (+/- 180 meters Scaled)
 CM1110
 CM1110                          SUPERSEDED SURVEY CONTROL
 CM1110
 CM1110  NGVD 29 (??/??/92)  147.41   (m)          483.6    (f) COMPUTED    2 0
 CM1110
 CM1110.Superseded values are not recommended for survey control.
 CM1110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1110.See file dsdata.txt to determine how the superseded data were derived.
 CM1110
 CM1110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA397417(NAD 83)
 CM1110_MARKER: DB = BENCH MARK DISK
 CM1110_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1110_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1110_STAMPING: E 20 1934 RESET 1952
 CM1110_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1110+STABILITY: SURFACE MOTION
 CM1110
 CM1110  HISTORY     - Date     Condition        Report By
 CM1110  HISTORY     - 1952     MONUMENTED       CGS
 CM1110
 CM1110                          STATION DESCRIPTION
 CM1110
 CM1110'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM1110'2.2 MI N FROM MT ANDREW.
 CM1110'ABOUT 2.2 MILES NORTH ALONG STATE HIGHWAY 51 FROM THE CROSSROAD
 CM1110'AND POST OFFICE AT MT. ANDREW, ABOUT 0.25 MILE NORTH OF
 CM1110'BULLOCK-BARBOUR COUNTY LINE, 51 FEET EAST OF CENTER LINE OF
 CM1110'HIGHWAY, 43 1/2 FEET NORTH OF A POWER LINE BRACE POLE, 113 FEET
 CM1110'EAST AND ACROSS HIGHWAY FROM POWER POLE NO. 74 WITH A TRANSFORMER,
 CM1110'ACROSS HIGHWAY FROM L.J. LAW GROCERY STORE, 9 FEET NORTH OF A
 CM1110'CEDAR TELEPHONE POLE, ABOUT 3 FEET BELOW LEVEL OF HIGHWAY AND SET
 CM1110'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1946 ***********************************************************************
 DH1946  DESIGNATION -  E 200
 DH1946  PID         -  DH1946
 DH1946  STATE/COUNTY-  AL/TUSCALOOSA
 DH1946  USGS QUAD   -  COKER (1978)
 DH1946
 DH1946                         *CURRENT SURVEY CONTROL
 DH1946  ___________________________________________________________________
 DH1946* NAD 83(1986)-  33 09 30.     (N)    087 43 17.     (W)     SCALED    
 DH1946* NAVD 88     -       112.814  (meters)     370.12   (feet)  ADJUSTED  
 DH1946  ___________________________________________________________________
 DH1946  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH1946  DYNAMIC HT  -         112.691 (meters)     369.72  (feet)  COMP
 DH1946  MODELED GRAV-     979,541.7   (mgal)                       NAVD 88
 DH1946
 DH1946  VERT ORDER  -  SECOND    CLASS 0
 DH1946
 DH1946.The horizontal coordinates were scaled from a topographic map and have
 DH1946.an estimated accuracy of +/- 6 seconds.
 DH1946
 DH1946.The orthometric height was determined by differential leveling
 DH1946.and adjusted by the National Geodetic Survey in June 1991..
 DH1946
 DH1946.The geoid height was determined by GEOID03.
 DH1946
 DH1946.The dynamic height is computed by dividing the NAVD 88
 DH1946.geopotential number by the normal gravity value computed on the
 DH1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1946.degrees latitude (g = 980.6199 gals.).
 DH1946
 DH1946.The modeled gravity was interpolated from observed gravity values.
 DH1946
 DH1946;                    North         East    Units  Estimated Accuracy
 DH1946;SPC AL W     -   350,190.      579,350.      MT  (+/- 180 meters Scaled)
 DH1946
 DH1946                          SUPERSEDED SURVEY CONTROL
 DH1946
 DH1946  NGVD 29 (??/??/92)  112.772  (m)          369.99   (f) ADJ UNCH    2 0
 DH1946
 DH1946.Superseded values are not recommended for survey control.
 DH1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1946.See file dsdata.txt to determine how the superseded data were derived.
 DH1946
 DH1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB327690(NAD 83)
 DH1946_MARKER: DB = BENCH MARK DISK
 DH1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1946_STAMPING: E 200 1946
 DH1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1946+STABILITY: SURFACE MOTION
 DH1946
 DH1946  HISTORY     - Date     Condition        Report By
 DH1946  HISTORY     - 1946     MONUMENTED       CGS
 DH1946  HISTORY     - 1971     MARK NOT FOUND   USGS
 DH1946
 DH1946                          STATION DESCRIPTION
 DH1946
 DH1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1946'1.0 MI SE FROM ROMULUS.
 DH1946'ABOUT 1.0 MILE SOUTHEAST ALONG THE ROMULUS-MT. ZION CHURCH ROAD FROM
 DH1946'THE STORE AT ROMULUS, 25 FEET NORTHEAST OF THE CENTER LINE OF THE
 DH1946'ROAD, 120 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE GEORGE BURTON
 DH1946'(COLORED) FARM HOUSE, 17 FEET NORTHWEST OF THE CENTER LINE OF THE
 DH1946'DRIVEWAY TO THE HOUSE, 135 FEET WEST OF THE SOUTHEAST CORNER OF THE
 DH1946'HOUSE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND ABOUT 2
 DH1946'FEET ABOVE ROAD LEVEL.
 DH1946
 DH1946                          STATION RECOVERY (1971)
 DH1946
 DH1946'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DH1946'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1686 ***********************************************************************
 DH1686  DESIGNATION -  E 201
 DH1686  PID         -  DH1686
 DH1686  STATE/COUNTY-  AL/FAYETTE
 DH1686  USGS QUAD   -  NEW LEXINGTON (1981)
 DH1686
 DH1686                         *CURRENT SURVEY CONTROL
 DH1686  ___________________________________________________________________
 DH1686* NAD 83(1986)-  33 32 41.     (N)    087 41 49.     (W)     SCALED    
 DH1686* NAVD 88     -       152.611  (meters)     500.69   (feet)  ADJUSTED  
 DH1686  ___________________________________________________________________
 DH1686  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DH1686  DYNAMIC HT  -         152.450 (meters)     500.16  (feet)  COMP
 DH1686  MODELED GRAV-     979,577.9   (mgal)                       NAVD 88
 DH1686
 DH1686  VERT ORDER  -  SECOND    CLASS 0
 DH1686
 DH1686.The horizontal coordinates were scaled from a topographic map and have
 DH1686.an estimated accuracy of +/- 6 seconds.
 DH1686
 DH1686.The orthometric height was determined by differential leveling
 DH1686.and adjusted by the National Geodetic Survey in June 1991..
 DH1686
 DH1686.The geoid height was determined by GEOID03.
 DH1686
 DH1686.The dynamic height is computed by dividing the NAVD 88
 DH1686.geopotential number by the normal gravity value computed on the
 DH1686.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1686.degrees latitude (g = 980.6199 gals.).
 DH1686
 DH1686.The modeled gravity was interpolated from observed gravity values.
 DH1686
 DH1686;                    North         East    Units  Estimated Accuracy
 DH1686;SPC AL W     -   393,040.      581,710.      MT  (+/- 180 meters Scaled)
 DH1686
 DH1686                          SUPERSEDED SURVEY CONTROL
 DH1686
 DH1686  NGVD 29 (??/??/92)  152.577  (m)          500.58   (f) ADJ UNCH    2 0
 DH1686
 DH1686.Superseded values are not recommended for survey control.
 DH1686.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1686.See file dsdata.txt to determine how the superseded data were derived.
 DH1686
 DH1686_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC352118(NAD 83)
 DH1686_MARKER: DB = BENCH MARK DISK
 DH1686_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1686_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1686_STAMPING: E 201 1946
 DH1686_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1686+STABILITY: SURFACE MOTION
 DH1686
 DH1686  HISTORY     - Date     Condition        Report By
 DH1686  HISTORY     - 1946     MONUMENTED       CGS
 DH1686  HISTORY     - 20050517 POOR             ALHD
 DH1686
 DH1686                          STATION DESCRIPTION
 DH1686
 DH1686'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1686'7.45 MI E FROM NEWTONVILLE.
 DH1686'ABOUT 7.45 MILES EAST ALONG A GRAVEL ROAD LEADING TO ETTECA SCHOOL
 DH1686'FROM THE CEMETERY AT NEWTONVILLE, ABOUT 1.0 MILE WEST OF NEW HOPE
 DH1686'CHURCH, 0.2 MILE NORTHWEST OF A FARM HOUSE, 0.1 MILE SOUTHEAST OF A
 DH1686'SIDE ROAD LEADING NORTHEAST, IN THE SADDLE BETWEEN TWO RIDGES, ON THE
 DH1686'OUTSIDE OF A CURVE, 25 FEET NORTHEAST OF AND ABOUT 1 FOOT ABOVE THE
 DH1686'CENTER LINE OF THE ROAD, 2 FEET SOUTHEAST OF A WOODEN WITNESS POST.
 DH1686
 DH1686                          STATION RECOVERY (2005)
 DH1686
 DH1686'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH1686'MARK IS TILTED AT 45 DEGREES
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0061 ***********************************************************************
 CO0061  DESIGNATION -  E 202
 CO0061  PID         -  CO0061
 CO0061  STATE/COUNTY-  AL/SUMTER
 CO0061  USGS QUAD   -  PANOLA (1973)
 CO0061
 CO0061                         *CURRENT SURVEY CONTROL
 CO0061  ___________________________________________________________________
 CO0061* NAD 83(1986)-  32 59 34.     (N)    088 17 38.     (W)     SCALED    
 CO0061* NAVD 88     -        53.563  (meters)     175.73   (feet)  ADJUSTED  
 CO0061  ___________________________________________________________________
 CO0061  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CO0061  DYNAMIC HT  -          53.504 (meters)     175.54  (feet)  COMP
 CO0061  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 CO0061
 CO0061  VERT ORDER  -  SECOND    CLASS 0
 CO0061
 CO0061.The horizontal coordinates were scaled from a topographic map and have
 CO0061.an estimated accuracy of +/- 6 seconds.
 CO0061
 CO0061.The orthometric height was determined by differential leveling
 CO0061.and adjusted by the National Geodetic Survey in June 1991..
 CO0061
 CO0061.The geoid height was determined by GEOID03.
 CO0061
 CO0061.The dynamic height is computed by dividing the NAVD 88
 CO0061.geopotential number by the normal gravity value computed on the
 CO0061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0061.degrees latitude (g = 980.6199 gals.).
 CO0061
 CO0061.The modeled gravity was interpolated from observed gravity values.
 CO0061
 CO0061;                    North         East    Units  Estimated Accuracy
 CO0061;SPC AL W     -   332,090.      525,810.      MT  (+/- 180 meters Scaled)
 CO0061
 CO0061                          SUPERSEDED SURVEY CONTROL
 CO0061
 CO0061  NGVD 29 (??/??/92)   53.527  (m)          175.61   (f) ADJ UNCH    2 0
 CO0061
 CO0061.Superseded values are not recommended for survey control.
 CO0061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0061.See file dsdata.txt to determine how the superseded data were derived.
 CO0061
 CO0061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB791512(NAD 83)
 CO0061_MARKER: DB = BENCH MARK DISK
 CO0061_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0061_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0061_STAMPING: E 202 1946
 CO0061_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0061+STABILITY: SURFACE MOTION
 CO0061
 CO0061  HISTORY     - Date     Condition        Report By
 CO0061  HISTORY     - 1946     MONUMENTED       CGS
 CO0061
 CO0061                          STATION DESCRIPTION
 CO0061
 CO0061'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0061'1.2 MI S FROM DANCY.
 CO0061'1.2 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT DANCY,
 CO0061'NEAR THE PICKENS-SUMTER COUNTY LINE, 103 FEET SOUTHEAST OF THE CENTER
 CO0061'OF THE INTERSECTION WITH A ROAD LEADING WEST, 73 FEET SOUTHEAST OF THE
 CO0061'COUNTY LINE SIGN, 48 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER OF
 CO0061'THE ROAD, AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD
 CO0061'DISK, STAMPED E 202 1946 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0124 ***********************************************************************
 CO0124  DESIGNATION -  E 203
 CO0124  PID         -  CO0124
 CO0124  STATE/COUNTY-  AL/SUMTER
 CO0124  USGS QUAD   -  GEIGER (1973)
 CO0124
 CO0124                         *CURRENT SURVEY CONTROL
 CO0124  ___________________________________________________________________
 CO0124* NAD 83(1986)-  32 49 52.     (N)    088 17 55.     (W)     SCALED    
 CO0124* NAVD 88     -        38.724  (meters)     127.05   (feet)  ADJUSTED  
 CO0124  ___________________________________________________________________
 CO0124  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CO0124  DYNAMIC HT  -          38.680 (meters)     126.90  (feet)  COMP
 CO0124  MODELED GRAV-     979,507.2   (mgal)                       NAVD 88
 CO0124
 CO0124  VERT ORDER  -  SECOND    CLASS 0
 CO0124
 CO0124.The horizontal coordinates were scaled from a topographic map and have
 CO0124.an estimated accuracy of +/- 6 seconds.
 CO0124
 CO0124.The orthometric height was determined by differential leveling
 CO0124.and adjusted by the National Geodetic Survey in June 1991..
 CO0124
 CO0124.The geoid height was determined by GEOID03.
 CO0124
 CO0124.The dynamic height is computed by dividing the NAVD 88
 CO0124.geopotential number by the normal gravity value computed on the
 CO0124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0124.degrees latitude (g = 980.6199 gals.).
 CO0124
 CO0124.The modeled gravity was interpolated from observed gravity values.
 CO0124
 CO0124;                    North         East    Units  Estimated Accuracy
 CO0124;SPC AL W     -   314,170.      525,230.      MT  (+/- 180 meters Scaled)
 CO0124
 CO0124                          SUPERSEDED SURVEY CONTROL
 CO0124
 CO0124  NGVD 29 (??/??/92)   38.694  (m)          126.95   (f) ADJ UNCH    2 0
 CO0124
 CO0124.Superseded values are not recommended for survey control.
 CO0124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0124.See file dsdata.txt to determine how the superseded data were derived.
 CO0124
 CO0124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB784333(NAD 83)
 CO0124_MARKER: DB = BENCH MARK DISK
 CO0124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0124_STAMPING: E 203 1946
 CO0124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0124+STABILITY: SURFACE MOTION
 CO0124
 CO0124  HISTORY     - Date     Condition        Report By
 CO0124  HISTORY     - 1946     MONUMENTED       CGS
 CO0124
 CO0124                          STATION DESCRIPTION
 CO0124
 CO0124'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0124'3.0 MI SE FROM GEIGER.
 CO0124'1.35 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CO0124'GEIGER, THENCE 1.4 MILES SOUTHEAST ALONG THE GEIGER-GAINESVILLE ROAD,
 CO0124'THENCE 0.25 MILE WEST ALONG AN EAST-WEST DIRT ROAD, 0.2 MILE WEST OF A
 CO0124'WOODEN BRIDGE OVER A SMALL STREAM, 23 FEET SOUTH OF THE CENTER LINE OF
 CO0124'THE ROAD, ABOUT 30 YARDS SOUTHWEST OF THE SOUTHWEST BANK OF THE CREEK,
 CO0124'8 FEET SOUTH OF A CORNER FENCE POST, 2 FEET EAST OF A NORTH-SOUTH WIRE
 CO0124'FENCE ROW, AND ABOUT 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST. A
 CO0124'STANDARD DISK, STAMPED E 203 1946, AND SET IN THE TOP OF A CONCRETE
 CO0124'POST PROJECTING ABOUT 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0208 ***********************************************************************
 CO0208  DESIGNATION -  E 204
 CO0208  PID         -  CO0208
 CO0208  STATE/COUNTY-  AL/SUMTER
 CO0208  USGS QUAD   -  EPES WEST (1986)
 CO0208
 CO0208                         *CURRENT SURVEY CONTROL
 CO0208  ___________________________________________________________________
 CO0208* NAD 83(1986)-  32 44 51.     (N)    088 10 02.     (W)     SCALED    
 CO0208* NAVD 88     -        36.529  (meters)     119.85   (feet)  ADJUSTED  
 CO0208  ___________________________________________________________________
 CO0208  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CO0208  DYNAMIC HT  -          36.488 (meters)     119.71  (feet)  COMP
 CO0208  MODELED GRAV-     979,509.2   (mgal)                       NAVD 88
 CO0208
 CO0208  VERT ORDER  -  SECOND    CLASS 0
 CO0208
 CO0208.The horizontal coordinates were scaled from a topographic map and have
 CO0208.an estimated accuracy of +/- 6 seconds.
 CO0208
 CO0208.The orthometric height was determined by differential leveling
 CO0208.and adjusted by the National Geodetic Survey in June 1991..
 CO0208
 CO0208.The geoid height was determined by GEOID03.
 CO0208
 CO0208.The dynamic height is computed by dividing the NAVD 88
 CO0208.geopotential number by the normal gravity value computed on the
 CO0208.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0208.degrees latitude (g = 980.6199 gals.).
 CO0208
 CO0208.The modeled gravity was interpolated from observed gravity values.
 CO0208
 CO0208;                    North         East    Units  Estimated Accuracy
 CO0208;SPC AL W     -   304,810.      537,470.      MT  (+/- 180 meters Scaled)
 CO0208
 CO0208                          SUPERSEDED SURVEY CONTROL
 CO0208
 CO0208  NGVD 29 (??/??/92)   36.501  (m)          119.75   (f) ADJ UNCH    2 0
 CO0208
 CO0208.Superseded values are not recommended for survey control.
 CO0208.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0208.See file dsdata.txt to determine how the superseded data were derived.
 CO0208
 CO0208_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB906238(NAD 83)
 CO0208_MARKER: DB = BENCH MARK DISK
 CO0208_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0208_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0208_STAMPING: E 204 1946
 CO0208_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0208+STABILITY: SURFACE MOTION
 CO0208
 CO0208  HISTORY     - Date     Condition        Report By
 CO0208  HISTORY     - 1946     MONUMENTED       CGS
 CO0208
 CO0208                          STATION DESCRIPTION
 CO0208
 CO0208'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0208'5.55 MI S FROM GAINESVILLE.
 CO0208'5.55 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 CO0208'GAINESVILLE, 0.2 MILE NORTH OF A STEEL TRUSS BRIDGE OVER FACTORY
 CO0208'CREEK, 35 FEET EAST OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF
 CO0208'THE HIGHWAY, 23 FEET NORTH OF THE CENTER OF A GATE IN THE EAST
 CO0208'RIGHT-OF-WAY FENCE, 49.5 FEET NORTH-NORTHEAST OF A 30-INCH SYCAMORE
 CO0208'TREE, 45 FEET SOUTH OF A T FENCE CORNER ON THE EAST SIDE OF THE
 CO0208'HIGHWAY, 2.5 FEET EAST OF A WIRE FENCE, 2 FEET SOUTH OF A WHITE WOODEN
 CO0208'WITNESS POST.  A STANDARD DISK, STAMPED E 204 1946 AND SET IN THE TOP
 CO0208'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0087 ***********************************************************************
 CO0087  DESIGNATION -  E 205
 CO0087  PID         -  CO0087
 CO0087  STATE/COUNTY-  AL/SUMTER
 CO0087  USGS QUAD   -  BOYD (1987)
 CO0087
 CO0087                         *CURRENT SURVEY CONTROL
 CO0087  ___________________________________________________________________
 CO0087* NAD 83(1986)-  32 36 44.     (N)    088 18 23.     (W)     SCALED    
 CO0087* NAVD 88     -        45.516  (meters)     149.33   (feet)  ADJUSTED  
 CO0087  ___________________________________________________________________
 CO0087  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CO0087  DYNAMIC HT  -          45.464 (meters)     149.16  (feet)  COMP
 CO0087  MODELED GRAV-     979,483.4   (mgal)                       NAVD 88
 CO0087
 CO0087  VERT ORDER  -  SECOND    CLASS 0
 CO0087
 CO0087.The horizontal coordinates were scaled from a topographic map and have
 CO0087.an estimated accuracy of +/- 6 seconds.
 CO0087
 CO0087.The orthometric height was determined by differential leveling
 CO0087.and adjusted by the National Geodetic Survey in June 1991..
 CO0087
 CO0087.The geoid height was determined by GEOID03.
 CO0087
 CO0087.The dynamic height is computed by dividing the NAVD 88
 CO0087.geopotential number by the normal gravity value computed on the
 CO0087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0087.degrees latitude (g = 980.6199 gals.).
 CO0087
 CO0087.The modeled gravity was interpolated from observed gravity values.
 CO0087
 CO0087;                    North         East    Units  Estimated Accuracy
 CO0087;SPC AL W     -   289,900.      524,320.      MT  (+/- 180 meters Scaled)
 CO0087
 CO0087                          SUPERSEDED SURVEY CONTROL
 CO0087
 CO0087  NGVD 29 (??/??/92)   45.488  (m)          149.24   (f) ADJ UNCH    2 0
 CO0087
 CO0087.Superseded values are not recommended for survey control.
 CO0087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0087.See file dsdata.txt to determine how the superseded data were derived.
 CO0087
 CO0087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB774090(NAD 83)
 CO0087_MARKER: DB = BENCH MARK DISK
 CO0087_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0087_SP_SET: CULVERT
 CO0087_STAMPING: E 205 1946
 CO0087_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0087
 CO0087  HISTORY     - Date     Condition        Report By
 CO0087  HISTORY     - 1946     MONUMENTED       CGS
 CO0087
 CO0087                          STATION DESCRIPTION
 CO0087
 CO0087'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0087'0.45 MI S FROM BOYD.
 CO0087'0.45 MILE SOUTH ALONG STATE HIGHWAY 17 FROM THE GIN AT BOYD, IN THE
 CO0087'TOP OF THE SOUTH END OF THE WEST HEADWALL OF AN 8-FOOT CONCRETE
 CO0087'CULVERT RUNNING DIAGONALLY UNDER THE HIGHWAY (THE MOST NORTHERLY OF
 CO0087'THREE CULVERTS), 19 FEET WEST OF AND ABOUT 1 FOOT LOWER THAN THE
 CO0087'CENTER LINE OF THE HIGHWAY, 4.5 FEET WEST OF A GUARD RAIL.  A STANDARD
 CO0087'DISK, STAMPED E 205 1946 AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0456 ***********************************************************************
 DJ0456  DESIGNATION -  E 206
 DJ0456  PID         -  DJ0456
 DJ0456  STATE/COUNTY-  AL/PICKENS
 DJ0456  USGS QUAD   -  ALICEVILLE SOUTH (1986)
 DJ0456
 DJ0456                         *CURRENT SURVEY CONTROL
 DJ0456  ___________________________________________________________________
 DJ0456* NAD 83(1986)-  33 05 27.     (N)    088 08 35.     (W)     SCALED    
 DJ0456* NAVD 88     -        42.463  (meters)     139.31   (feet)  ADJUSTED  
 DJ0456  ___________________________________________________________________
 DJ0456  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DJ0456  DYNAMIC HT  -          42.416 (meters)     139.16  (feet)  COMP
 DJ0456  MODELED GRAV-     979,531.1   (mgal)                       NAVD 88
 DJ0456
 DJ0456  VERT ORDER  -  SECOND    CLASS 0
 DJ0456
 DJ0456.The horizontal coordinates were scaled from a topographic map and have
 DJ0456.an estimated accuracy of +/- 6 seconds.
 DJ0456
 DJ0456.The orthometric height was determined by differential leveling
 DJ0456.and adjusted by the National Geodetic Survey in June 1991..
 DJ0456
 DJ0456.The geoid height was determined by GEOID03.
 DJ0456
 DJ0456.The dynamic height is computed by dividing the NAVD 88
 DJ0456.geopotential number by the normal gravity value computed on the
 DJ0456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0456.degrees latitude (g = 980.6199 gals.).
 DJ0456
 DJ0456.The modeled gravity was interpolated from observed gravity values.
 DJ0456
 DJ0456;                    North         East    Units  Estimated Accuracy
 DJ0456;SPC AL W     -   342,870.      539,970.      MT  (+/- 180 meters Scaled)
 DJ0456
 DJ0456                          SUPERSEDED SURVEY CONTROL
 DJ0456
 DJ0456  NGVD 29 (??/??/92)   42.425  (m)          139.19   (f) ADJ UNCH    2 0
 DJ0456
 DJ0456.Superseded values are not recommended for survey control.
 DJ0456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0456.See file dsdata.txt to determine how the superseded data were derived.
 DJ0456
 DJ0456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB933619(NAD 83)
 DJ0456_MARKER: DB = BENCH MARK DISK
 DJ0456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0456_STAMPING: E 206 1946
 DJ0456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0456+STABILITY: SURFACE MOTION
 DJ0456
 DJ0456  HISTORY     - Date     Condition        Report By
 DJ0456  HISTORY     - 1946     MONUMENTED       CGS
 DJ0456
 DJ0456                          STATION DESCRIPTION
 DJ0456
 DJ0456'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0456'2.9 MI S FROM ALICEVILLE.
 DJ0456'2.9 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ0456'ALABAMA, TENNESSEE AND NORTHERN RAILROAD STATION AT ALICEVILLE,
 DJ0456'PICKENS COUNTY, 62 FEET SOUTHEAST OF POLE 682+25, AT A ROAD CROSSING,
 DJ0456'67 FEET NORTHEAST OF THE CENTER LINE OF THE TRACK, 49 FEET NORTHEAST
 DJ0456'OF A CROSSING-WARNING SIGN, 25 FEET EAST OF THE CENTER LINE OF THE
 DJ0456'ROAD, 3 FEET WEST OF A NORTH-AND-SOUTH FENCE LINE, AND 2 FEET WEST OF
 DJ0456'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 206 1946 AND
 DJ0456'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2030 ***********************************************************************
 DH2030  DESIGNATION -  E 207
 DH2030  PID         -  DH2030
 DH2030  STATE/COUNTY-  AL/PICKENS
 DH2030  USGS QUAD   -  KIRK (1970)
 DH2030
 DH2030                         *CURRENT SURVEY CONTROL
 DH2030  ___________________________________________________________________
 DH2030* NAD 83(1986)-  33 09 19.     (N)    087 53 44.     (W)     SCALED    
 DH2030* NAVD 88     -        62.682  (meters)     205.65   (feet)  ADJUSTED  
 DH2030  ___________________________________________________________________
 DH2030  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DH2030  DYNAMIC HT  -          62.612 (meters)     205.42  (feet)  COMP
 DH2030  MODELED GRAV-     979,535.6   (mgal)                       NAVD 88
 DH2030
 DH2030  VERT ORDER  -  SECOND    CLASS 0
 DH2030
 DH2030.The horizontal coordinates were scaled from a topographic map and have
 DH2030.an estimated accuracy of +/- 6 seconds.
 DH2030
 DH2030.The orthometric height was determined by differential leveling
 DH2030.and adjusted by the National Geodetic Survey in June 1991..
 DH2030
 DH2030.The geoid height was determined by GEOID03.
 DH2030
 DH2030.The dynamic height is computed by dividing the NAVD 88
 DH2030.geopotential number by the normal gravity value computed on the
 DH2030.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2030.degrees latitude (g = 980.6199 gals.).
 DH2030
 DH2030.The modeled gravity was interpolated from observed gravity values.
 DH2030
 DH2030;                    North         East    Units  Estimated Accuracy
 DH2030;SPC AL W     -   349,900.      563,100.      MT  (+/- 180 meters Scaled)
 DH2030
 DH2030                          SUPERSEDED SURVEY CONTROL
 DH2030
 DH2030  NGVD 29 (??/??/92)   62.632  (m)          205.49   (f) ADJ UNCH    2 0
 DH2030
 DH2030.Superseded values are not recommended for survey control.
 DH2030.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2030.See file dsdata.txt to determine how the superseded data were derived.
 DH2030
 DH2030_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB164688(NAD 83)
 DH2030_MARKER: DB = BENCH MARK DISK
 DH2030_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2030_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2030_STAMPING: E 207 1946
 DH2030_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2030+STABILITY: SURFACE MOTION
 DH2030
 DH2030  HISTORY     - Date     Condition        Report By
 DH2030  HISTORY     - 1946     MONUMENTED       CGS
 DH2030
 DH2030                          STATION DESCRIPTION
 DH2030
 DH2030'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2030'5.6 MI NE FROM BENEVOLA.
 DH2030'ALONG THE BENEVOLA-KIRK ROAD ABOUT 5.6 MILES NORTHEAST OF THE CROSS
 DH2030'ROADS AT BENEVOLA, AT THE JUNCTION WITH THE OLD PIONEER LUMBER COMPANY
 DH2030'ROAD LEADING EAST FROM THE MAIN ROAD, 27 FEET EAST OF THE CENTER LINE
 DH2030'OF THE MAIN ROAD, 39 FEET NORTH OF THE CENTER LINE OF THE PIONEER
 DH2030'LUMBER COMPANY ROAD, IN THE NORTHEAST QUARTER OF THE JUNCTION, AT THE
 DH2030'SOUTHWEST CORNER OF A CULTIVATED FIELD, 132 FEET WEST OF AN R.E.A.
 DH2030'POWER LINE POLE AT A DIRECTIONAL CHANGE IN THE POWER LINE, 2 FEET
 DH2030'NORTH OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT LOWER THAN ROAD
 DH2030'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1972 ***********************************************************************
 DH1972  DESIGNATION -  E 208
 DH1972  PID         -  DH1972
 DH1972  STATE/COUNTY-  AL/TUSCALOOSA
 DH1972  USGS QUAD   -  ROMULUS (1981)
 DH1972
 DH1972                         *CURRENT SURVEY CONTROL
 DH1972  ___________________________________________________________________
 DH1972* NAD 83(1986)-  33 07 36.     (N)    087 50 12.     (W)     SCALED    
 DH1972* NAVD 88     -        68.730  (meters)     225.49   (feet)  ADJUSTED  
 DH1972  ___________________________________________________________________
 DH1972  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH1972  DYNAMIC HT  -          68.654 (meters)     225.24  (feet)  COMP
 DH1972  MODELED GRAV-     979,533.1   (mgal)                       NAVD 88
 DH1972
 DH1972  VERT ORDER  -  SECOND    CLASS 0
 DH1972
 DH1972.The horizontal coordinates were scaled from a topographic map and have
 DH1972.an estimated accuracy of +/- 6 seconds.
 DH1972
 DH1972.The orthometric height was determined by differential leveling
 DH1972.and adjusted by the National Geodetic Survey in June 1991..
 DH1972
 DH1972.The geoid height was determined by GEOID03.
 DH1972
 DH1972.The dynamic height is computed by dividing the NAVD 88
 DH1972.geopotential number by the normal gravity value computed on the
 DH1972.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1972.degrees latitude (g = 980.6199 gals.).
 DH1972
 DH1972.The modeled gravity was interpolated from observed gravity values.
 DH1972
 DH1972;                    North         East    Units  Estimated Accuracy
 DH1972;SPC AL W     -   346,710.      568,580.      MT  (+/- 180 meters Scaled)
 DH1972
 DH1972                          SUPERSEDED SURVEY CONTROL
 DH1972
 DH1972  NGVD 29 (??/??/92)   68.684  (m)          225.34   (f) ADJ UNCH    2 0
 DH1972
 DH1972.Superseded values are not recommended for survey control.
 DH1972.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1972.See file dsdata.txt to determine how the superseded data were derived.
 DH1972
 DH1972_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB219656(NAD 83)
 DH1972_MARKER: DB = BENCH MARK DISK
 DH1972_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1972_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1972_STAMPING: E 208 1946
 DH1972_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1972+STABILITY: SURFACE MOTION
 DH1972
 DH1972  HISTORY     - Date     Condition        Report By
 DH1972  HISTORY     - 1946     MONUMENTED       CGS
 DH1972
 DH1972                          STATION DESCRIPTION
 DH1972
 DH1972'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1972'9.4 MI NE FROM SNODDY.
 DH1972'ABOUT 9.4 MILES NORTHEAST ALONG THE SNODDY-JENA ROAD FROM THE CROSS
 DH1972'ROADS AT SNODDY, ABOUT 0.2 MILE NORTH OF THE JUNCTION WITH A ROAD
 DH1972'LEADING WEST TO JENA SCHOOL AND FLATWOOD CHURCH, 25 FEET EAST OF THE
 DH1972'CENTER LINE OF THE ROAD, 77 FEET NORHTWEST OF A WELL, 27 FEET SOUTH OF
 DH1972'A 28-INCH WILLOW TREE, 95 FEET WEST OF THE SOUTHWEST CORNER OF A FARM
 DH1972'SHED, 113 FEET NORTHEAST OF A TELEPHONE POLE, 37 FEET NORTH OF THE
 DH1972'CENTER LINE OF A FARM LANE RUNNING EAST FROM THE ROAD, 2 1/2 FEET WEST
 DH1972'OF A WHITE WITNESS POST AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2737 ***********************************************************************
 CN2737  DESIGNATION -  E 209
 CN2737  PID         -  CN2737
 CN2737  STATE/COUNTY-  AL/GREENE
 CN2737  USGS QUAD   -  WARRIOR DAM (1980)
 CN2737
 CN2737                         *CURRENT SURVEY CONTROL
 CN2737  ___________________________________________________________________
 CN2737* NAD 83(1986)-  32 52 05.     (N)    087 52 18.     (W)     SCALED    
 CN2737* NAVD 88     -        38.929  (meters)     127.72   (feet)  ADJUSTED  
 CN2737  ___________________________________________________________________
 CN2737  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CN2737  DYNAMIC HT  -          38.885 (meters)     127.58  (feet)  COMP
 CN2737  MODELED GRAV-     979,516.2   (mgal)                       NAVD 88
 CN2737
 CN2737  VERT ORDER  -  SECOND    CLASS 0
 CN2737
 CN2737.The horizontal coordinates were scaled from a topographic map and have
 CN2737.an estimated accuracy of +/- 6 seconds.
 CN2737
 CN2737.The orthometric height was determined by differential leveling
 CN2737.and adjusted by the National Geodetic Survey in June 1991..
 CN2737
 CN2737.The geoid height was determined by GEOID03.
 CN2737
 CN2737.The dynamic height is computed by dividing the NAVD 88
 CN2737.geopotential number by the normal gravity value computed on the
 CN2737.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2737.degrees latitude (g = 980.6199 gals.).
 CN2737
 CN2737.The modeled gravity was interpolated from observed gravity values.
 CN2737
 CN2737;                    North         East    Units  Estimated Accuracy
 CN2737;SPC AL W     -   318,040.      565,220.      MT  (+/- 180 meters Scaled)
 CN2737
 CN2737                          SUPERSEDED SURVEY CONTROL
 CN2737
 CN2737  NGVD 29 (??/??/92)   38.899  (m)          127.62   (f) ADJ UNCH    2 0
 CN2737
 CN2737.Superseded values are not recommended for survey control.
 CN2737.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2737.See file dsdata.txt to determine how the superseded data were derived.
 CN2737
 CN2737_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB184369(NAD 83)
 CN2737_MARKER: DB = BENCH MARK DISK
 CN2737_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2737_SP_SET: CULVERT
 CN2737_STAMPING: E 209 1946
 CN2737_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2737
 CN2737  HISTORY     - Date     Condition        Report By
 CN2737  HISTORY     - 1946     MONUMENTED       CGS
 CN2737
 CN2737                          STATION DESCRIPTION
 CN2737
 CN2737'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CN2737'2.55 MI NE FROM EUTAW.
 CN2737'ABOUT 2.55 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COURT HOUSE
 CN2737'AT EUTAW, SET IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL OF A
 CN2737'DOUBLE 10 X 6 FT. CONCRETE BOX CULVERT, ABOUT 15 FEET WEST OF THE
 CN2737'CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT LOWER THAN HIGHWAY
 CN2737'LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0765 ***********************************************************************
 CM0765  DESIGNATION -  E 21
 CM0765  PID         -  CM0765
 CM0765  STATE/COUNTY-  AL/RUSSELL
 CM0765  USGS QUAD   -  SEALE (1984)
 CM0765
 CM0765                         *CURRENT SURVEY CONTROL
 CM0765  ___________________________________________________________________
 CM0765* NAD 83(1986)-  32 19 04.     (N)    085 08 03.     (W)     SCALED    
 CM0765* NAVD 88     -       121.639  (meters)     399.08   (feet)  ADJUSTED  
 CM0765  ___________________________________________________________________
 CM0765  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 CM0765  DYNAMIC HT  -         121.499 (meters)     398.62  (feet)  COMP
 CM0765  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 CM0765
 CM0765  VERT ORDER  -  SECOND    CLASS 0
 CM0765
 CM0765.The horizontal coordinates were scaled from a topographic map and have
 CM0765.an estimated accuracy of +/- 6 seconds.
 CM0765
 CM0765.The orthometric height was determined by differential leveling
 CM0765.and adjusted by the National Geodetic Survey in June 1991..
 CM0765
 CM0765.The geoid height was determined by GEOID03.
 CM0765
 CM0765.The dynamic height is computed by dividing the NAVD 88
 CM0765.geopotential number by the normal gravity value computed on the
 CM0765.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0765.degrees latitude (g = 980.6199 gals.).
 CM0765
 CM0765.The modeled gravity was interpolated from observed gravity values.
 CM0765
 CM0765;                    North         East    Units  Estimated Accuracy
 CM0765;SPC AL E     -   201,760.      265,840.      MT  (+/- 180 meters Scaled)
 CM0765
 CM0765                          SUPERSEDED SURVEY CONTROL
 CM0765
 CM0765  NGVD 29 (??/??/92)  121.649  (m)          399.11   (f) ADJ UNCH    2 0
 CM0765
 CM0765.Superseded values are not recommended for survey control.
 CM0765.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0765.See file dsdata.txt to determine how the superseded data were derived.
 CM0765
 CM0765_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA756771(NAD 83)
 CM0765_MARKER: DB = BENCH MARK DISK
 CM0765_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0765_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0765_STAMPING: E 21 1934
 CM0765_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0765+STABILITY: SURFACE MOTION
 CM0765
 CM0765  HISTORY     - Date     Condition        Report By
 CM0765  HISTORY     - 1934     MONUMENTED       CGS
 CM0765  HISTORY     - 1952     GOOD             NGS
 CM0765
 CM0765                          STATION DESCRIPTION
 CM0765
 CM0765'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0765'2.4 MI W FROM LATO.
 CM0765'ABOUT 2.4 MILES WEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 CM0765'ROAD CROSSING AT LATO, ABOUT 0.4 MILE WEST OF MILE POST S 308, AT
 CM0765'THE EAST END OF A LONG CUT, 23 FEET SOUTH OF SOUTH RAIL, 52 1/2
 CM0765'FEET EAST-NORTHEAST OF A TELEPHONE POLE (THE SECOND TELEPHONE POLE
 CM0765'WEST OF A 36-INCH PIPE CULVERT), 10 FEET NORTH OF THE LINE OF
 CM0765'POLES, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE
 CM0765'POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0101 ***********************************************************************
 CO0101  DESIGNATION -  E 210
 CO0101  PID         -  CO0101
 CO0101  STATE/COUNTY-  AL/SUMTER
 CO0101  USGS QUAD   -  EMELLE (1987)
 CO0101
 CO0101                         *CURRENT SURVEY CONTROL
 CO0101  ___________________________________________________________________
 CO0101* NAD 83(1986)-  32 38 16.     (N)    088 15 40.     (W)     SCALED    
 CO0101* NAVD 88     -        52.846  (meters)     173.38   (feet)  ADJUSTED  
 CO0101  ___________________________________________________________________
 CO0101  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CO0101  DYNAMIC HT  -          52.785 (meters)     173.18  (feet)  COMP
 CO0101  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 CO0101
 CO0101  VERT ORDER  -  SECOND    CLASS 0
 CO0101
 CO0101.The horizontal coordinates were scaled from a topographic map and have
 CO0101.an estimated accuracy of +/- 6 seconds.
 CO0101
 CO0101.The orthometric height was determined by differential leveling
 CO0101.and adjusted by the National Geodetic Survey in June 1991..
 CO0101
 CO0101.The geoid height was determined by GEOID03.
 CO0101
 CO0101.The dynamic height is computed by dividing the NAVD 88
 CO0101.geopotential number by the normal gravity value computed on the
 CO0101.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0101.degrees latitude (g = 980.6199 gals.).
 CO0101
 CO0101.The modeled gravity was interpolated from observed gravity values.
 CO0101
 CO0101;                    North         East    Units  Estimated Accuracy
 CO0101;SPC AL W     -   292,700.      528,590.      MT  (+/- 180 meters Scaled)
 CO0101
 CO0101                          SUPERSEDED SURVEY CONTROL
 CO0101
 CO0101  NGVD 29 (??/??/92)   52.817  (m)          173.28   (f) ADJ UNCH    2 0
 CO0101
 CO0101.Superseded values are not recommended for survey control.
 CO0101.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0101.See file dsdata.txt to determine how the superseded data were derived.
 CO0101
 CO0101_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB817118(NAD 83)
 CO0101_MARKER: DB = BENCH MARK DISK
 CO0101_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0101_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0101_STAMPING: E 210 1946
 CO0101_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0101+STABILITY: SURFACE MOTION
 CO0101
 CO0101  HISTORY     - Date     Condition        Report By
 CO0101  HISTORY     - 1946     MONUMENTED       CGS
 CO0101
 CO0101                          STATION DESCRIPTION
 CO0101
 CO0101'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0101'4.3 MI NE FROM BOYD.
 CO0101'1.6 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE GIN AT BOYD, THENCE
 CO0101'2.7 MILES EAST ALONG THE LIVINGSTON-BOYD ROAD, AT THE INTERSECTION
 CO0101'WITH A NORTH-SOUTH CROSSROAD LEADING SOUTH TO A CHURCH AND PIPE-LINE
 CO0101'PUMPING STATION, 44 FEET NORTH OF AND ABOUT LEVEL WITH THE CENTER LINE
 CO0101'OF THE MAIN ROAD, 140 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH
 CO0101'ROAD, 67 FEET WEST OF THE NORTH END OF A 3-FOOT PIPE CULVERT, 82 FEET
 CO0101'EAST OF A HIGHWAY RIGHT-OF-WAY MARKER AT THE TOP OF A HILL, AND 2 FEET
 CO0101'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED E 210
 CO0101'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1313 ***********************************************************************
 DH1313  DESIGNATION -  E 211
 DH1313  PID         -  DH1313
 DH1313  STATE/COUNTY-  AL/JEFFERSON
 DH1313  USGS QUAD   -  BROOKSIDE (1986)
 DH1313
 DH1313                         *CURRENT SURVEY CONTROL
 DH1313  ___________________________________________________________________
 DH1313* NAD 83(1986)-  33 37 48.     (N)    086 56 53.     (W)     SCALED    
 DH1313* NAVD 88     -       108.523  (meters)     356.05   (feet)  ADJUSTED  
 DH1313  ___________________________________________________________________
 DH1313  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH1313  DYNAMIC HT  -         108.405 (meters)     355.66  (feet)  COMP
 DH1313  MODELED GRAV-     979,548.9   (mgal)                       NAVD 88
 DH1313
 DH1313  VERT ORDER  -  SECOND    CLASS 0
 DH1313
 DH1313.The horizontal coordinates were scaled from a topographic map and have
 DH1313.an estimated accuracy of +/- 6 seconds.
 DH1313
 DH1313.The orthometric height was determined by differential leveling
 DH1313.and adjusted by the National Geodetic Survey in June 1991..
 DH1313
 DH1313.The geoid height was determined by GEOID03.
 DH1313
 DH1313.The dynamic height is computed by dividing the NAVD 88
 DH1313.geopotential number by the normal gravity value computed on the
 DH1313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1313.degrees latitude (g = 980.6199 gals.).
 DH1313
 DH1313.The modeled gravity was interpolated from observed gravity values.
 DH1313
 DH1313;                    North         East    Units  Estimated Accuracy
 DH1313;SPC AL W     -   402,620.      651,210.      MT  (+/- 180 meters Scaled)
 DH1313
 DH1313                          SUPERSEDED SURVEY CONTROL
 DH1313
 DH1313  NGVD 29 (??/??/92)  108.487  (m)          355.93   (f) ADJ UNCH    2 0
 DH1313
 DH1313.Superseded values are not recommended for survey control.
 DH1313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1313.See file dsdata.txt to determine how the superseded data were derived.
 DH1313
 DH1313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC048211(NAD 83)
 DH1313_MARKER: DB = BENCH MARK DISK
 DH1313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1313_STAMPING: E 211 1946
 DH1313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1313+STABILITY: SURFACE MOTION
 DH1313
 DH1313  HISTORY     - Date     Condition        Report By
 DH1313  HISTORY     - 1946     MONUMENTED       CGS
 DH1313
 DH1313                          STATION DESCRIPTION
 DH1313
 DH1313'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1313'IN BLOSSBURG.
 DH1313'AT BLOSSBURG, 216 FEET SOUTHWEST OF THE SOUTHEAST CORNER OF THE POST
 DH1313'OFFICE, 216 FEET SOUTHWEST OF THE SOUTH CORNER OF A BRIDGE, 10.5 FEET
 DH1313'SOUTHWEST OF THE SOUTH CORNER OF A SMALL BRICK BUILDING OCCUPIED BY AN
 DH1313'AUTOMATIC TELEPHONE EXCHANGE, 28 FEET NORTHWEST OF AND ABOUT 1 FOOT
 DH1313'ABOVE THE CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN
 DH1313'WITNESS POST AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DH1313'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1489 ***********************************************************************
 DH1489  DESIGNATION -  E 212 RESET
 DH1489  PID         -  DH1489
 DH1489  STATE/COUNTY-  AL/WALKER
 DH1489  USGS QUAD   -  CORDOVA (1983)
 DH1489
 DH1489                         *CURRENT SURVEY CONTROL
 DH1489  ___________________________________________________________________
 DH1489* NAD 83(1986)-  33 47 19.     (N)    087 09 25.     (W)     SCALED    
 DH1489* NAVD 88     -        82.58   (meters)     270.9    (feet)  RESET     
 DH1489  ___________________________________________________________________
 DH1489  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DH1489
 DH1489  VERT ORDER  -  THIRD
 DH1489
 DH1489.The horizontal coordinates were scaled from a topographic map and have
 DH1489.an estimated accuracy of +/- 6 seconds.
 DH1489
 DH1489.The orthometric height was computed from unverified reset data.
 DH1489
 DH1489.The geoid height was determined by GEOID03.
 DH1489
 DH1489;                    North         East    Units  Estimated Accuracy
 DH1489;SPC AL W     -   420,130.      631,770.      MT  (+/- 180 meters Scaled)
 DH1489
 DH1489                          SUPERSEDED SURVEY CONTROL
 DH1489
 DH1489.No superseded survey control is available for this station.
 DH1489
 DH1489_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC854387(NAD 83)
 DH1489_MARKER: DB = BENCH MARK DISK
 DH1489_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1489_SP_SET: CULVERT
 DH1489_STAMPING: E 212 RESET 1955
 DH1489_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1489
 DH1489  HISTORY     - Date     Condition        Report By
 DH1489  HISTORY     - 1955     MONUMENTED       CGS
 DH1489
 DH1489                          STATION DESCRIPTION
 DH1489
 DH1489'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DH1489'1.0 MI E FROM CORDOVA.
 DH1489'1.0 MILE EAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DH1489'STATION AT CORDOVA, WALKER COUNTY, 2.8 MILES NORTHEAST ALONG THE
 DH1489'CORDOVA-SIPSEY ROAD.  AT A DOUBLE CONCRETE CULVERT 70 FEET LONG, IN
 DH1489'THE TOP OF THE EAST END OF THE SOUTH HEADWALL, 35 FEET EAST OF THE
 DH1489'CENTERLINE OF THE ROAD, AND 12 FEET LOWER THAN THE ROAD.  A STANDARD
 DH1489'DISK, STAMPED E 212 RESET 1955.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1467 ***********************************************************************
 DH1467  DESIGNATION -  E 213
 DH1467  PID         -  DH1467
 DH1467  STATE/COUNTY-  AL/WALKER
 DH1467  USGS QUAD   -  SIPSEY (1983)
 DH1467
 DH1467                         *CURRENT SURVEY CONTROL
 DH1467  ___________________________________________________________________
 DH1467* NAD 83(1986)-  33 51 26.     (N)    087 03 00.     (W)     SCALED    
 DH1467* NAVD 88     -       164.704  (meters)     540.37   (feet)  ADJUSTED  
 DH1467  ___________________________________________________________________
 DH1467  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DH1467  DYNAMIC HT  -         164.534 (meters)     539.81  (feet)  COMP
 DH1467  MODELED GRAV-     979,601.4   (mgal)                       NAVD 88
 DH1467
 DH1467  VERT ORDER  -  SECOND    CLASS 0
 DH1467
 DH1467.The horizontal coordinates were scaled from a topographic map and have
 DH1467.an estimated accuracy of +/- 6 seconds.
 DH1467
 DH1467.The orthometric height was determined by differential leveling
 DH1467.and adjusted by the National Geodetic Survey in June 1991..
 DH1467
 DH1467.The geoid height was determined by GEOID03.
 DH1467
 DH1467.The dynamic height is computed by dividing the NAVD 88
 DH1467.geopotential number by the normal gravity value computed on the
 DH1467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1467.degrees latitude (g = 980.6199 gals.).
 DH1467
 DH1467.The modeled gravity was interpolated from observed gravity values.
 DH1467
 DH1467;                    North         East    Units  Estimated Accuracy
 DH1467;SPC AL W     -   427,770.      641,640.      MT  (+/- 180 meters Scaled)
 DH1467
 DH1467                          SUPERSEDED SURVEY CONTROL
 DH1467
 DH1467  NGVD 29 (??/??/92)  164.680  (m)          540.29   (f) ADJ UNCH    2 0
 DH1467
 DH1467.Superseded values are not recommended for survey control.
 DH1467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1467.See file dsdata.txt to determine how the superseded data were derived.
 DH1467
 DH1467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC953463(NAD 83)
 DH1467_MARKER: DB = BENCH MARK DISK
 DH1467_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1467_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1467_STAMPING: E 213 1946
 DH1467_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1467+STABILITY: SURFACE MOTION
 DH1467
 DH1467  HISTORY     - Date     Condition        Report By
 DH1467  HISTORY     - 1946     MONUMENTED       CGS
 DH1467
 DH1467                          STATION DESCRIPTION
 DH1467
 DH1467'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1467'4.15 MI NE FROM SIPSEY.
 DH1467'ABOUT 1.2 MILES EAST ALONG THE SIPSEY-SUMITON ROAD FROM THE POST
 DH1467'OFFICE AT SIPSEY, THENCE ABOUT 2.95 MILES NORTH ALONG A GRAVEL ROAD
 DH1467'LEADING TO MT. HOPE CHURCH, ABOUT 0.5 MILE SOUTHEAST OF WHEELER
 DH1467'SCHOOL, AT THE JUNCTION OF A ROAD LEADING SOUTHWEST TO A HOUSE, 25
 DH1467'FEET NORTHEAST OF THE CENTER OF THE MAIN ROAD, 45 FEET EAST OF THE
 DH1467'CENTER OF THE JUNCTION OF THE TWO ROADS, 36 FEET SOUTHWEST OF A
 DH1467'CHIMNEY AT THE FORMER SITE OF A HOUSE, 6.5 FEET NORTHWEST OF A
 DH1467'TRIANGULAR BLAZED 8-INCH PINE TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN
 DH1467'WITNESS POST, ABOUT 1 1/2 FEET ABOVE THE ROAD AND IN THE TOP OF A
 DH1467'CONCRETE POST PROJECTING 4-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1410 ***********************************************************************
 DH1410  DESIGNATION -  E 214
 DH1410  PID         -  DH1410
 DH1410  STATE/COUNTY-  AL/BLOUNT
 DH1410  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1410
 DH1410                         *CURRENT SURVEY CONTROL
 DH1410  ___________________________________________________________________
 DH1410* NAD 83(1986)-  33 53 52.     (N)    086 50 25.     (W)     SCALED    
 DH1410* NAVD 88     -       151.394  (meters)     496.70   (feet)  ADJUSTED  
 DH1410  ___________________________________________________________________
 DH1410  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DH1410  DYNAMIC HT  -         151.235 (meters)     496.18  (feet)  COMP
 DH1410  MODELED GRAV-     979,585.4   (mgal)                       NAVD 88
 DH1410
 DH1410  VERT ORDER  -  SECOND    CLASS 0
 DH1410
 DH1410.The horizontal coordinates were scaled from a topographic map and have
 DH1410.an estimated accuracy of +/- 6 seconds.
 DH1410
 DH1410.The orthometric height was determined by differential leveling
 DH1410.and adjusted by the National Geodetic Survey in June 1991..
 DH1410
 DH1410.The geoid height was determined by GEOID03.
 DH1410
 DH1410.The dynamic height is computed by dividing the NAVD 88
 DH1410.geopotential number by the normal gravity value computed on the
 DH1410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1410.degrees latitude (g = 980.6199 gals.).
 DH1410
 DH1410.The modeled gravity was interpolated from observed gravity values.
 DH1410
 DH1410;                    North         East    Units  Estimated Accuracy
 DH1410;SPC AL W     -   432,380.      661,020.      MT  (+/- 180 meters Scaled)
 DH1410
 DH1410                          SUPERSEDED SURVEY CONTROL
 DH1410
 DH1410  NGVD 29 (??/??/92)  151.360  (m)          496.59   (f) ADJ UNCH    2 0
 DH1410
 DH1410.Superseded values are not recommended for survey control.
 DH1410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1410.See file dsdata.txt to determine how the superseded data were derived.
 DH1410
 DH1410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC147508(NAD 83)
 DH1410_MARKER: DB = BENCH MARK DISK
 DH1410_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1410_SP_SET: CULVERT
 DH1410_STAMPING: E 214 1946
 DH1410_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1410
 DH1410  HISTORY     - Date     Condition        Report By
 DH1410  HISTORY     - 1946     MONUMENTED       CGS
 DH1410  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1410
 DH1410                          STATION DESCRIPTION
 DH1410
 DH1410'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1410'3.45 MI SW FROM BLOUNT SPRINGS.
 DH1410'ABOUT 3.45 MILES SOUTHWEST ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE
 DH1410'AT BLOUNT SPRINGS, ABOUT 1.15 MILES SOUTHWEST OF A CONCRETE BRIDGE
 DH1410'OVER A CREEK, IN A ROCK CUT, SET IN THE TOP OF THE CENTER OF THE
 DH1410'SOUTHEAST CONCRETE HEAD WALL OF A 36-INCH PIPE CULVERT, 16.5 FEET
 DH1410'SOUTHEAST OF AND ABOUT 1.5 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 DH1410
 DH1410                          STATION RECOVERY (1982)
 DH1410
 DH1410'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1410'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1387 ***********************************************************************
 DH1387  DESIGNATION -  E 215
 DH1387  PID         -  DH1387
 DH1387  STATE/COUNTY-  AL/BLOUNT
 DH1387  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1387
 DH1387                         *CURRENT SURVEY CONTROL
 DH1387  ___________________________________________________________________
 DH1387* NAD 83(1986)-  33 56 28.     (N)    086 50 07.     (W)     SCALED    
 DH1387* NAVD 88     -       125.833  (meters)     412.84   (feet)  ADJUSTED  
 DH1387  ___________________________________________________________________
 DH1387  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DH1387  DYNAMIC HT  -         125.702 (meters)     412.41  (feet)  COMP
 DH1387  MODELED GRAV-     979,592.3   (mgal)                       NAVD 88
 DH1387
 DH1387  VERT ORDER  -  SECOND    CLASS 0
 DH1387
 DH1387.The horizontal coordinates were scaled from a topographic map and have
 DH1387.an estimated accuracy of +/- 6 seconds.
 DH1387
 DH1387.The orthometric height was determined by differential leveling
 DH1387.and adjusted by the National Geodetic Survey in June 1991..
 DH1387
 DH1387.The geoid height was determined by GEOID03.
 DH1387
 DH1387.The dynamic height is computed by dividing the NAVD 88
 DH1387.geopotential number by the normal gravity value computed on the
 DH1387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1387.degrees latitude (g = 980.6199 gals.).
 DH1387
 DH1387.The modeled gravity was interpolated from observed gravity values.
 DH1387
 DH1387;                    North         East    Units  Estimated Accuracy
 DH1387;SPC AL W     -   437,190.      661,450.      MT  (+/- 180 meters Scaled)
 DH1387
 DH1387                          SUPERSEDED SURVEY CONTROL
 DH1387
 DH1387  NGVD 29 (??/??/92)  125.805  (m)          412.75   (f) ADJ UNCH    2 0
 DH1387
 DH1387.Superseded values are not recommended for survey control.
 DH1387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1387.See file dsdata.txt to determine how the superseded data were derived.
 DH1387
 DH1387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC152556(NAD 83)
 DH1387_MARKER: DB = BENCH MARK DISK
 DH1387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1387_STAMPING: E 215 1946
 DH1387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1387+STABILITY: SURFACE MOTION
 DH1387
 DH1387  HISTORY     - Date     Condition        Report By
 DH1387  HISTORY     - 1946     MONUMENTED       CGS
 DH1387
 DH1387                          STATION DESCRIPTION
 DH1387
 DH1387'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1387'4.2 MI NW FROM BLOUNT SPRINGS.
 DH1387'ABOUT 0.8 MILE SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1387'BLOUNT SPRINGS, THENCE ABOUT 3.4 MILES NORTHWEST ALONG A ROAD LEADING
 DH1387'TO BURNT BRIDGE AND ARKADELPHIA, ABOUT 0.7 MILE SOUTHEAST OF BURNT
 DH1387'BRIDGE, AT THE NORTHWEST CORNER OF A CULTIVATED FIELD, 0.2 MILE
 DH1387'SOUTHEAST OF THE JUNCTION OF A ROAD LEADING SOUTHWEST, 255 FEET
 DH1387'EAST-NORTHEAST OF THE NORTH CORNER OF A FARM HOUSE, 20 FEET SOUTHWEST
 DH1387'OF THE CENTER LINE OF THE ROAD, 21 FEET SOUTHEAST OF THE CENTER LINE
 DH1387'OF THE DRIVE WAY TO THE FARM HOUSE, 1.5 FEET NORTHWEST OF A WHITE
 DH1387'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 DH1387'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1444 ***********************************************************************
 DH1444  DESIGNATION -  E 216
 DH1444  PID         -  DH1444
 DH1444  STATE/COUNTY-  AL/JEFFERSON
 DH1444  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1444
 DH1444                         *CURRENT SURVEY CONTROL
 DH1444  ___________________________________________________________________
 DH1444* NAD 83(1986)-  33 31 07.     (N)    086 51 50.     (W)     SCALED    
 DH1444* NAVD 88     -       162.073  (meters)     531.73   (feet)  ADJUSTED  
 DH1444  ___________________________________________________________________
 DH1444  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH1444  DYNAMIC HT  -         161.893 (meters)     531.14  (feet)  COMP
 DH1444  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 DH1444
 DH1444  VERT ORDER  -  SECOND    CLASS 0
 DH1444
 DH1444.The horizontal coordinates were scaled from a topographic map and have
 DH1444.an estimated accuracy of +/- 6 seconds.
 DH1444
 DH1444.The orthometric height was determined by differential leveling
 DH1444.and adjusted by the National Geodetic Survey in June 1991..
 DH1444
 DH1444.The geoid height was determined by GEOID03.
 DH1444
 DH1444.The dynamic height is computed by dividing the NAVD 88
 DH1444.geopotential number by the normal gravity value computed on the
 DH1444.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1444.degrees latitude (g = 980.6199 gals.).
 DH1444
 DH1444.The modeled gravity was interpolated from observed gravity values.
 DH1444
 DH1444;                    North         East    Units  Estimated Accuracy
 DH1444;SPC AL W     -   390,310.      659,090.      MT  (+/- 180 meters Scaled)
 DH1444
 DH1444                          SUPERSEDED SURVEY CONTROL
 DH1444
 DH1444  NGVD 29 (??/??/92)  162.031  (m)          531.60   (f) ADJ UNCH    2 0
 DH1444
 DH1444.Superseded values are not recommended for survey control.
 DH1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1444.See file dsdata.txt to determine how the superseded data were derived.
 DH1444
 DH1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC126087(NAD 83)
 DH1444_MARKER: DB = BENCH MARK DISK
 DH1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1444_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1444_STAMPING: E 216 1947
 DH1444_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1444+STABILITY: SURFACE MOTION
 DH1444
 DH1444  HISTORY     - Date     Condition        Report By
 DH1444  HISTORY     - 1947     MONUMENTED       CGS
 DH1444
 DH1444                          STATION DESCRIPTION
 DH1444
 DH1444'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1444'IN BIRMINGHAM.
 DH1444'AT ROBERTS FIELD, IN THE NORTHWEST PART OF BIRMINGHAM, ABOUT 460 FEET
 DH1444'NORTHEAST OF EUFALA AVE. AT THE MAIN ENTRANCE TO THE FIELD, 22 FEET
 DH1444'NORTH OF THE CENTER LINE OF A ROAD LEADING EAST AND UP HILL TO THE
 DH1444'AIRDROME SUPPER CLUB, 67 FEET WEST OF THE NORTHWEST CORNER OF A WOODEN
 DH1444'BRIDGE ACROSS A DITCH, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF
 DH1444'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0386 ***********************************************************************
 DJ0386  DESIGNATION -  E 217
 DJ0386  PID         -  DJ0386
 DJ0386  STATE/COUNTY-  AL/PICKENS
 DJ0386  USGS QUAD   -  CARROLLTON (1985)
 DJ0386
 DJ0386                         *CURRENT SURVEY CONTROL
 DJ0386  ___________________________________________________________________
 DJ0386* NAD 83(1986)-  33 18 15.     (N)    088 03 50.     (W)     SCALED    
 DJ0386* NAVD 88     -        68.851  (meters)     225.89   (feet)  ADJUSTED  
 DJ0386  ___________________________________________________________________
 DJ0386  GEOID HEIGHT-         -28.64  (meters)                     GEOID03
 DJ0386  DYNAMIC HT  -          68.776 (meters)     225.64  (feet)  COMP
 DJ0386  MODELED GRAV-     979,549.6   (mgal)                       NAVD 88
 DJ0386
 DJ0386  VERT ORDER  -  SECOND    CLASS 0
 DJ0386
 DJ0386.The horizontal coordinates were scaled from a topographic map and have
 DJ0386.an estimated accuracy of +/- 6 seconds.
 DJ0386
 DJ0386.The orthometric height was determined by differential leveling
 DJ0386.and adjusted by the National Geodetic Survey in June 1991..
 DJ0386
 DJ0386.The geoid height was determined by GEOID03.
 DJ0386
 DJ0386.The dynamic height is computed by dividing the NAVD 88
 DJ0386.geopotential number by the normal gravity value computed on the
 DJ0386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0386.degrees latitude (g = 980.6199 gals.).
 DJ0386
 DJ0386.The modeled gravity was interpolated from observed gravity values.
 DJ0386
 DJ0386;                    North         East    Units  Estimated Accuracy
 DJ0386;SPC AL W     -   366,490.      547,490.      MT  (+/- 180 meters Scaled)
 DJ0386
 DJ0386                          SUPERSEDED SURVEY CONTROL
 DJ0386
 DJ0386  NGVD 29 (??/??/92)   68.804  (m)          225.73   (f) ADJ UNCH    2 0
 DJ0386
 DJ0386.Superseded values are not recommended for survey control.
 DJ0386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0386.See file dsdata.txt to determine how the superseded data were derived.
 DJ0386
 DJ0386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB009855(NAD 83)
 DJ0386_MARKER: DB = BENCH MARK DISK
 DJ0386_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0386_SP_SET: CULVERT
 DJ0386_STAMPING: E 217 1946
 DJ0386_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0386
 DJ0386  HISTORY     - Date     Condition        Report By
 DJ0386  HISTORY     - 1946     MONUMENTED       CGS
 DJ0386
 DJ0386                          STATION DESCRIPTION
 DJ0386
 DJ0386'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0386'3.6 MI N FROM CARROLLTON.
 DJ0386'3.6 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE COURTHOUSE AT
 DJ0386'CARROLLTON, PICKENS COUNTY, 500 FEET NORTH OF A NEGRO SCHOOL ON THE
 DJ0386'EAST SIDE OF THE HIGHWAY, AT A CONCRETE-BOX CULVERT, IN THE TOP OF THE
 DJ0386'SOUTH END OF THE EAST HEAD WALL, 15.3 FEET EAST OF THE CENTER LINE OF
 DJ0386'THE HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD
 DJ0386'DISK, STAMPED E 217 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0991 ***********************************************************************
 DH0991  DESIGNATION -  E 218
 DH0991  PID         -  DH0991
 DH0991  STATE/COUNTY-  AL/SHELBY
 DH0991  USGS QUAD   -  CAHABA HEIGHTS (1988)
 DH0991
 DH0991                         *CURRENT SURVEY CONTROL
 DH0991  ___________________________________________________________________
 DH0991* NAD 83(1986)-  33 23 25.     (N)    086 40 01.     (W)     SCALED    
 DH0991* NAVD 88     -       321.269  (meters)    1054.03   (feet)  ADJUSTED  
 DH0991  ___________________________________________________________________
 DH0991  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0991  DYNAMIC HT  -         320.916 (meters)    1052.87  (feet)  COMP
 DH0991  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 DH0991
 DH0991  VERT ORDER  -  SECOND    CLASS 0
 DH0991
 DH0991.The horizontal coordinates were scaled from a topographic map and have
 DH0991.an estimated accuracy of +/- 6 seconds.
 DH0991
 DH0991.The orthometric height was determined by differential leveling
 DH0991.and adjusted by the National Geodetic Survey in June 1991..
 DH0991
 DH0991.The geoid height was determined by GEOID03.
 DH0991
 DH0991.The dynamic height is computed by dividing the NAVD 88
 DH0991.geopotential number by the normal gravity value computed on the
 DH0991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0991.degrees latitude (g = 980.6199 gals.).
 DH0991
 DH0991.The modeled gravity was interpolated from observed gravity values.
 DH0991
 DH0991;                    North         East    Units  Estimated Accuracy
 DH0991;SPC AL W     -   376,210.      677,500.      MT  (+/- 180 meters Scaled)
 DH0991
 DH0991                          SUPERSEDED SURVEY CONTROL
 DH0991
 DH0991  NGVD 29 (??/??/92)  321.20   (m)         1053.8    (f) COMPUTED    2 0
 DH0991
 DH0991.Superseded values are not recommended for survey control.
 DH0991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0991.See file dsdata.txt to determine how the superseded data were derived.
 DH0991
 DH0991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB309946(NAD 83)
 DH0991_MARKER: DB = BENCH MARK DISK
 DH0991_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0991_SP_SET: CULVERT
 DH0991_STAMPING: E 218 1947
 DH0991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0991
 DH0991  HISTORY     - Date     Condition        Report By
 DH0991  HISTORY     - 1947     MONUMENTED       CGS
 DH0991
 DH0991                          STATION DESCRIPTION
 DH0991
 DH0991'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0991'5.25 MI NW FROM CHELSEA.
 DH0991'ABOUT 1.75 MILES WEST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 DH0991'FROM THE STATION AT CHELSEA, THENCE ABOUT 3.5 MILES NORTHWEST ALONG
 DH0991'STATE HIGHWAY 91, ABOUT 0.3 MILE NORTHEAST OF AN AIRWAY BEACON AND THE
 DH0991'TOP OF A HILL, SET IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 DH0991'CONCRETE HEAD WALL OF AN 18 INCH PIPE CULVERT, 16 FEET SOUTHEAST OF
 DH0991'AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0943 ***********************************************************************
 DH0943  DESIGNATION -  E 219
 DH0943  PID         -  DH0943
 DH0943  STATE/COUNTY-  AL/JEFFERSON
 DH0943  USGS QUAD   -  BESSEMER (1988)
 DH0943
 DH0943                         *CURRENT SURVEY CONTROL
 DH0943  ___________________________________________________________________
 DH0943* NAD 83(1986)-  33 23 06.     (N)    086 54 58.     (W)     SCALED    
 DH0943* NAVD 88     -       217.137  (meters)     712.39   (feet)  ADJUSTED  
 DH0943  ___________________________________________________________________
 DH0943  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0943  DYNAMIC HT  -         216.897 (meters)     711.60  (feet)  COMP
 DH0943  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 DH0943
 DH0943  VERT ORDER  -  SECOND    CLASS 0
 DH0943
 DH0943.The horizontal coordinates were scaled from a topographic map and have
 DH0943.an estimated accuracy of +/- 6 seconds.
 DH0943
 DH0943.The orthometric height was determined by differential leveling
 DH0943.and adjusted by the National Geodetic Survey in June 1991..
 DH0943
 DH0943.The geoid height was determined by GEOID03.
 DH0943
 DH0943.The dynamic height is computed by dividing the NAVD 88
 DH0943.geopotential number by the normal gravity value computed on the
 DH0943.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0943.degrees latitude (g = 980.6199 gals.).
 DH0943
 DH0943.The modeled gravity was interpolated from observed gravity values.
 DH0943
 DH0943;                    North         East    Units  Estimated Accuracy
 DH0943;SPC AL W     -   375,460.      654,330.      MT  (+/- 180 meters Scaled)
 DH0943
 DH0943                          SUPERSEDED SURVEY CONTROL
 DH0943
 DH0943  NGVD 29 (??/??/92)  217.10   (m)          712.3    (f) COMPUTED    2 0
 DH0943
 DH0943.Superseded values are not recommended for survey control.
 DH0943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0943.See file dsdata.txt to determine how the superseded data were derived.
 DH0943
 DH0943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB078939(NAD 83)
 DH0943_MARKER: DB = BENCH MARK DISK
 DH0943_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0943_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0943_STAMPING: E 219 1947
 DH0943_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0943+STABILITY: SURFACE MOTION
 DH0943
 DH0943  HISTORY     - Date     Condition        Report By
 DH0943  HISTORY     - 1947     MONUMENTED       CGS
 DH0943
 DH0943                          STATION DESCRIPTION
 DH0943
 DH0943'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0943'3.1 MI E FROM BESSEMER.
 DH0943'ABOUT 1.95 MILES SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 DH0943'RAILROAD FROM THE STATION AT BESSEMER, THENCE ABOUT 0.4 MILE EAST
 DH0943'ALONG A PAVED ROAD, THENCE ABOUT 0.75 MILE NORTHEAST ALONG A GRAVEL
 DH0943'ROAD LEADING TO SHANNON, AT THE NORTHEAST CORNER OF AN OLD CEMETERY,
 DH0943'ABOUT 0.3 MILE WEST OF THE CROSSING OF A POWER LINE WITH WOODEN POLES,
 DH0943'0.1 MILE WEST OF THE CROSSING OF A POWER LINE WITH SINGLE STEEL POLES,
 DH0943'20 FEET SOUTH OF THE CENTER LINE OF THE GRAVEL ROAD, 3 FEET SOUTHEAST
 DH0943'OF THE NORTHEAST CORNER OF THE CEMETERY, 1.5 FEET EAST OF THE FENCE
 DH0943'LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0943'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0611 ***********************************************************************
 DH0611  DESIGNATION -  E 22
 DH0611  PID         -  DH0611
 DH0611  STATE/COUNTY-  AL/TALLADEGA
 DH0611  USGS QUAD   -  TALLADEGA (1987)
 DH0611
 DH0611                         *CURRENT SURVEY CONTROL
 DH0611  ___________________________________________________________________
 DH0611* NAD 83(1986)-  33 24 59.     (N)    086 02 29.     (W)     SCALED    
 DH0611* NAVD 88     -       199.125  (meters)     653.30   (feet)  ADJUSTED  
 DH0611  ___________________________________________________________________
 DH0611  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DH0611  DYNAMIC HT  -         198.907 (meters)     652.58  (feet)  COMP
 DH0611  MODELED GRAV-     979,539.1   (mgal)                       NAVD 88
 DH0611
 DH0611  VERT ORDER  -  SECOND    CLASS 0
 DH0611
 DH0611.The horizontal coordinates were scaled from a topographic map and have
 DH0611.an estimated accuracy of +/- 6 seconds.
 DH0611
 DH0611.The orthometric height was determined by differential leveling
 DH0611.and adjusted by the National Geodetic Survey in June 1991..
 DH0611
 DH0611.The geoid height was determined by GEOID03.
 DH0611
 DH0611.The dynamic height is computed by dividing the NAVD 88
 DH0611.geopotential number by the normal gravity value computed on the
 DH0611.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0611.degrees latitude (g = 980.6199 gals.).
 DH0611
 DH0611.The modeled gravity was interpolated from observed gravity values.
 DH0611
 DH0611;                    North         East    Units  Estimated Accuracy
 DH0611;SPC AL E     -   323,390.      180,650.      MT  (+/- 180 meters Scaled)
 DH0611
 DH0611                          SUPERSEDED SURVEY CONTROL
 DH0611
 DH0611  NGVD 29 (??/??/92)  199.046  (m)          653.04   (f) ADJ UNCH    2 0
 DH0611
 DH0611.Superseded values are not recommended for survey control.
 DH0611.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0611.See file dsdata.txt to determine how the superseded data were derived.
 DH0611
 DH0611_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB891978(NAD 83)
 DH0611_MARKER: DB = BENCH MARK DISK
 DH0611_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0611_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0611_STAMPING: E-22 1934
 DH0611_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0611+STABILITY: SURFACE MOTION
 DH0611
 DH0611  HISTORY     - Date     Condition        Report By
 DH0611  HISTORY     - 1934     MONUMENTED       CGS
 DH0611  HISTORY     - 1941     GOOD             NGS
 DH0611  HISTORY     - 1981     MARK NOT FOUND   USGS
 DH0611
 DH0611                          STATION DESCRIPTION
 DH0611
 DH0611'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DH0611'4.6 MI SE FROM TALLADEGA.
 DH0611'4.6 MILES SOUTH-EAST ALONG ATLANTA, BIRMINGHAM AND COAST RAILROAD FROM
 DH0611'THE STATION AT TALLADEGA, ABOUT 0.5 MILE SOUTH-EAST OF MILE-POST NO.
 DH0611'374, 2 1/2 RAILS NORTH OF A PUBLIC ROAD CROSSING, 28.6 FEET WEST OF
 DH0611'THE WEST RAIL, 17.4 FEET NORTH OF THE 1ST. POLE NORTH OF ROAD
 DH0611'CROSSING, 1 FOOT EAST OF A WHITE MARKER POST STENCILED U.S.B.M.  A
 DH0611'STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
 DH0611
 DH0611                          STATION RECOVERY (1981)
 DH0611
 DH0611'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DH0611'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1278 ***********************************************************************
 DH1278  DESIGNATION -  E 220
 DH1278  PID         -  DH1278
 DH1278  STATE/COUNTY-  AL/BLOUNT
 DH1278  USGS QUAD   -  CLEVELAND (1978)
 DH1278
 DH1278                         *CURRENT SURVEY CONTROL
 DH1278  ___________________________________________________________________
 DH1278* NAD 83(1986)-  33 59 26.     (N)    086 33 59.     (W)     SCALED    
 DH1278* NAVD 88     -       153.625  (meters)     504.02   (feet)  ADJUSTED  
 DH1278  ___________________________________________________________________
 DH1278  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH1278  DYNAMIC HT  -         153.460 (meters)     503.48  (feet)  COMP
 DH1278  MODELED GRAV-     979,561.4   (mgal)                       NAVD 88
 DH1278
 DH1278  VERT ORDER  -  SECOND    CLASS 0
 DH1278
 DH1278.The horizontal coordinates were scaled from a topographic map and have
 DH1278.an estimated accuracy of +/- 6 seconds.
 DH1278
 DH1278.The orthometric height was determined by differential leveling
 DH1278.and adjusted by the National Geodetic Survey in June 1991..
 DH1278
 DH1278.The geoid height was determined by GEOID03.
 DH1278
 DH1278.The dynamic height is computed by dividing the NAVD 88
 DH1278.geopotential number by the normal gravity value computed on the
 DH1278.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1278.degrees latitude (g = 980.6199 gals.).
 DH1278
 DH1278.The modeled gravity was interpolated from observed gravity values.
 DH1278
 DH1278;                    North         East    Units  Estimated Accuracy
 DH1278;SPC AL W     -   442,860.      686,260.      MT  (+/- 180 meters Scaled)
 DH1278
 DH1278                          SUPERSEDED SURVEY CONTROL
 DH1278
 DH1278  NGVD 29 (??/??/92)  153.587  (m)          503.89   (f) ADJ UNCH    2 0
 DH1278
 DH1278.Superseded values are not recommended for survey control.
 DH1278.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1278.See file dsdata.txt to determine how the superseded data were derived.
 DH1278
 DH1278_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC400611(NAD 83)
 DH1278_MARKER: DB = BENCH MARK DISK
 DH1278_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1278_SP_SET: BRIDGE ABUTMENT
 DH1278_STAMPING: E 220 1947
 DH1278_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1278
 DH1278  HISTORY     - Date     Condition        Report By
 DH1278  HISTORY     - 1947     MONUMENTED       CGS
 DH1278  HISTORY     - 20050508 POOR             GEOCAC
 DH1278
 DH1278                          STATION DESCRIPTION
 DH1278
 DH1278'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1278'0.65 MI E FROM CLEVELAND.
 DH1278'ABOUT 0.65 MILE EAST ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 DH1278'CLEVELAND, SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A
 DH1278'60-FOOT CONCRETE BRIDGE, 14 FEET SOUTH OF THE CENTER LINE OF THE
 DH1278'HIGHWAY, 0.5 FOOT SOUTH OF THE CONCRETE RAIL FOOTING AND ABOUT LEVEL
 DH1278'WITH THE BRIDGE FLOOR.
 DH1278
 DH1278                          STATION RECOVERY (2005)
 DH1278
 DH1278'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 DH1278'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0488 ***********************************************************************
 EF0488  DESIGNATION -  E 221
 EF0488  PID         -  EF0488
 EF0488  STATE/COUNTY-  AL/CULLMAN
 EF0488  USGS QUAD   -  GARDEN CITY (1993)
 EF0488
 EF0488                         *CURRENT SURVEY CONTROL
 EF0488  ___________________________________________________________________
 EF0488* NAD 83(1986)-  34 03 20.     (N)    086 44 09.     (W)     SCALED    
 EF0488* NAVD 88     -       172.418  (meters)     565.67   (feet)  ADJUSTED  
 EF0488  ___________________________________________________________________
 EF0488  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 EF0488  DYNAMIC HT  -         172.239 (meters)     565.09  (feet)  COMP
 EF0488  MODELED GRAV-     979,592.0   (mgal)                       NAVD 88
 EF0488
 EF0488  VERT ORDER  -  SECOND    CLASS 0
 EF0488
 EF0488.The horizontal coordinates were scaled from a topographic map and have
 EF0488.an estimated accuracy of +/- 6 seconds.
 EF0488
 EF0488.The orthometric height was determined by differential leveling
 EF0488.and adjusted by the National Geodetic Survey in June 1991..
 EF0488
 EF0488.The geoid height was determined by GEOID03.
 EF0488
 EF0488.The dynamic height is computed by dividing the NAVD 88
 EF0488.geopotential number by the normal gravity value computed on the
 EF0488.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0488.degrees latitude (g = 980.6199 gals.).
 EF0488
 EF0488.The modeled gravity was interpolated from observed gravity values.
 EF0488
 EF0488;                    North         East    Units  Estimated Accuracy
 EF0488;SPC AL W     -   449,940.      670,550.      MT  (+/- 180 meters Scaled)
 EF0488
 EF0488                          SUPERSEDED SURVEY CONTROL
 EF0488
 EF0488  NGVD 29 (??/??/92)  172.358  (m)          565.48   (f) ADJ UNCH    2 0
 EF0488
 EF0488.Superseded values are not recommended for survey control.
 EF0488.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0488.See file dsdata.txt to determine how the superseded data were derived.
 EF0488
 EF0488_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC243683(NAD 83)
 EF0488_MARKER: DB = BENCH MARK DISK
 EF0488_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0488_SP_SET: STEP
 EF0488_STAMPING: E 221 1947
 EF0488_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0488
 EF0488  HISTORY     - Date     Condition        Report By
 EF0488  HISTORY     - 1947     MONUMENTED       CGS
 EF0488  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0488
 EF0488                          STATION DESCRIPTION
 EF0488
 EF0488'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0488'1.2 MI E FROM HANCEVILLE.
 EF0488'ABOUT 1.2 MILES EAST ALONG THE BLOUNTSVILLE-HANCEVILLE ROAD FROM THE
 EF0488'LOUISVILLE AND NASHVILLE RAILROAD STATION AT HANCEVILLE, AT THE
 EF0488'BETHELHEM EAST CHURCH AND CEMETERY, SET IN THE TOP OF THE NORTHWEST
 EF0488'CORNER OF THE BOTTOM CONCRETE STEP TO THE SOUTH (FRONT) ENTRANCE OF
 EF0488'THE TILE AND STONE CHURCH BUILDING, 114 FEET NORTH OF THE CENTER LINE
 EF0488'OF THE ROAD, 9.5 FEET SOUTHEAST OF THE SOUTHWEST CORNER OF THE
 EF0488'BUILDING.  12 FEET WEST OF THE CENTER OF THE ENTRANCE AND ABOUT 7 FEET
 EF0488'ABOVE THE ROAD.
 EF0488
 EF0488                          STATION RECOVERY (1982)
 EF0488
 EF0488'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0488'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0234 ***********************************************************************
 EF0234  DESIGNATION -  E 223
 EF0234  PID         -  EF0234
 EF0234  STATE/COUNTY-  AL/BLOUNT
 EF0234  USGS QUAD   -  BROOKSVILLE (1983)
 EF0234
 EF0234                         *CURRENT SURVEY CONTROL
 EF0234  ___________________________________________________________________
 EF0234* NAD 83(1986)-  34 11 39.     (N)    086 29 54.     (W)     SCALED    
 EF0234* NAVD 88     -       238.277  (meters)     781.75   (feet)  ADJUSTED  
 EF0234  ___________________________________________________________________
 EF0234  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EF0234  DYNAMIC HT  -         238.026 (meters)     780.92  (feet)  COMP
 EF0234  MODELED GRAV-     979,576.3   (mgal)                       NAVD 88
 EF0234
 EF0234  VERT ORDER  -  SECOND    CLASS 0
 EF0234
 EF0234.The horizontal coordinates were scaled from a topographic map and have
 EF0234.an estimated accuracy of +/- 6 seconds.
 EF0234
 EF0234.The orthometric height was determined by differential leveling
 EF0234.and adjusted by the National Geodetic Survey in June 1991..
 EF0234
 EF0234.The geoid height was determined by GEOID03.
 EF0234
 EF0234.The dynamic height is computed by dividing the NAVD 88
 EF0234.geopotential number by the normal gravity value computed on the
 EF0234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0234.degrees latitude (g = 980.6199 gals.).
 EF0234
 EF0234.The modeled gravity was interpolated from observed gravity values.
 EF0234
 EF0234;                    North         East    Units  Estimated Accuracy
 EF0234;SPC AL W     -   465,510.      692,320.      MT  (+/- 180 meters Scaled)
 EF0234
 EF0234                          SUPERSEDED SURVEY CONTROL
 EF0234
 EF0234  NGVD 29 (??/??/92)  238.240  (m)          781.63   (f) ADJ UNCH    2 0
 EF0234
 EF0234.Superseded values are not recommended for survey control.
 EF0234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0234.See file dsdata.txt to determine how the superseded data were derived.
 EF0234
 EF0234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC462837(NAD 83)
 EF0234_MARKER: DB = BENCH MARK DISK
 EF0234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0234_STAMPING: E 223 1947
 EF0234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0234+STABILITY: SURFACE MOTION
 EF0234
 EF0234  HISTORY     - Date     Condition        Report By
 EF0234  HISTORY     - 1947     MONUMENTED       CGS
 EF0234  HISTORY     - 1958     MARK NOT FOUND   TVA
 EF0234
 EF0234                          STATION DESCRIPTION
 EF0234
 EF0234'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0234'0.5 MI SW FROM SUMMIT.
 EF0234'ABOUT 0.5 MILE SOUTHWEST ALONG STATE HIGHWAY 38 FROM THE SCHOOL AT
 EF0234'SUMMIT, AT THE Y JUNCTION OF A ROAD LEADING SOUTH, 33 FEET SOUTHEAST
 EF0234'OF THE CENTER LINE OF THE HIGHWAY, 28 FEET EAST OF THE CENTER LINE OF
 EF0234'THE SIDE ROAD, 3 FEET EAST OF A SMALL BOULDER, 8 FEET SOUTHWEST OF A
 EF0234'SMALL BOULDER, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST AND SET
 EF0234'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EF0234
 EF0234                          STATION RECOVERY (1958)
 EF0234
 EF0234'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 EF0234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0274 ***********************************************************************
 EF0274  DESIGNATION -  E 224
 EF0274  PID         -  EF0274
 EF0274  STATE/COUNTY-  AL/MARSHALL
 EF0274  USGS QUAD   -  DOUGLAS (1984)
 EF0274
 EF0274                         *CURRENT SURVEY CONTROL
 EF0274  ___________________________________________________________________
 EF0274* NAD 83(1986)-  34 13 22.     (N)    086 15 58.     (W)     SCALED    
 EF0274* NAVD 88     -       299.637  (meters)     983.06   (feet)  ADJUSTED  
 EF0274  ___________________________________________________________________
 EF0274  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EF0274  DYNAMIC HT  -         299.315 (meters)     982.00  (feet)  COMP
 EF0274  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 EF0274
 EF0274  VERT ORDER  -  SECOND    CLASS 0
 EF0274
 EF0274.The horizontal coordinates were scaled from a topographic map and have
 EF0274.an estimated accuracy of +/- 6 seconds.
 EF0274
 EF0274.The orthometric height was determined by differential leveling
 EF0274.and adjusted by the National Geodetic Survey in June 1991..
 EF0274
 EF0274.The geoid height was determined by GEOID03.
 EF0274
 EF0274.The dynamic height is computed by dividing the NAVD 88
 EF0274.geopotential number by the normal gravity value computed on the
 EF0274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0274.degrees latitude (g = 980.6199 gals.).
 EF0274
 EF0274.The modeled gravity was interpolated from observed gravity values.
 EF0274
 EF0274;                    North         East    Units  Estimated Accuracy
 EF0274;SPC AL E     -   412,900.      160,120.      MT  (+/- 180 meters Scaled)
 EF0274
 EF0274                          SUPERSEDED SURVEY CONTROL
 EF0274
 EF0274  NGVD 29 (??/??/92)  299.592  (m)          982.91   (f) ADJ UNCH    2 0
 EF0274
 EF0274.Superseded values are not recommended for survey control.
 EF0274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0274.See file dsdata.txt to determine how the superseded data were derived.
 EF0274
 EF0274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC675871(NAD 83)
 EF0274_MARKER: DB = BENCH MARK DISK
 EF0274_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0274_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0274_STAMPING: E 224 1947
 EF0274_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0274+STABILITY: SURFACE MOTION
 EF0274
 EF0274  HISTORY     - Date     Condition        Report By
 EF0274  HISTORY     - 1947     MONUMENTED       CGS
 EF0274
 EF0274                          STATION DESCRIPTION
 EF0274
 EF0274'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0274'2.3 MI NE FROM HORTON.
 EF0274'ABOUT 2.3 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 EF0274'AT HORTON, AT A DIM CROSS ROAD AT THE SOUTHWEST END OF A LOW CUT, 55
 EF0274'FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTHWEST OF
 EF0274'THE NORTHWEST CORNER OF A HOUSE, 32 FEET EAST OF THE SOUTHEAST END OF
 EF0274'THE NORTHEAST HEAD WALL OF A 14 INCH PIPE CULVERT UNDER THE SIDE ROAD,
 EF0274'46 FEET EAST OF THE CENTER LINE OF THE CROSS ROAD, 2 FEET NORTHEAST OF
 EF0274'A WHITE WOODEN WITNESS POST, ABOUT 1.5 FOOT ABOVE THE HIGHWAY AND SET
 EF0274'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0269 ***********************************************************************
 EF0269  DESIGNATION -  E 225
 EF0269  PID         -  EF0269
 EF0269  STATE/COUNTY-  AL/MARSHALL
 EF0269  USGS QUAD   -  ALBERTVILLE (1983)
 EF0269
 EF0269                         *CURRENT SURVEY CONTROL
 EF0269  ___________________________________________________________________
 EF0269* NAD 83(1986)-  34 16 37.     (N)    086 13 09.     (W)     SCALED    
 EF0269* NAVD 88     -       322.036  (meters)    1056.55   (feet)  ADJUSTED  
 EF0269  ___________________________________________________________________
 EF0269  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EF0269  DYNAMIC HT  -         321.691 (meters)    1055.41  (feet)  COMP
 EF0269  MODELED GRAV-     979,555.7   (mgal)                       NAVD 88
 EF0269
 EF0269  VERT ORDER  -  SECOND    CLASS 0
 EF0269
 EF0269.This mark is at Thomas J Brumlik Fld Airport (8A0)
 EF0269
 EF0269.The horizontal coordinates were scaled from a topographic map and have
 EF0269.an estimated accuracy of +/- 6 seconds.
 EF0269
 EF0269.The orthometric height was determined by differential leveling
 EF0269.and adjusted by the National Geodetic Survey in June 1991..
 EF0269
 EF0269.The geoid height was determined by GEOID03.
 EF0269
 EF0269.The dynamic height is computed by dividing the NAVD 88
 EF0269.geopotential number by the normal gravity value computed on the
 EF0269.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0269.degrees latitude (g = 980.6199 gals.).
 EF0269
 EF0269.The modeled gravity was interpolated from observed gravity values.
 EF0269
 EF0269;                    North         East    Units  Estimated Accuracy
 EF0269;SPC AL E     -   418,890.      164,470.      MT  (+/- 180 meters Scaled)
 EF0269
 EF0269                          SUPERSEDED SURVEY CONTROL
 EF0269
 EF0269  NGVD 29 (??/??/92)  321.991  (m)         1056.40   (f) ADJ UNCH    2 0
 EF0269
 EF0269.Superseded values are not recommended for survey control.
 EF0269.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0269.See file dsdata.txt to determine how the superseded data were derived.
 EF0269
 EF0269_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC718931(NAD 83)
 EF0269_MARKER: DD = SURVEY DISK
 EF0269_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0269_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0269_STAMPING: E 225 1947
 EF0269_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0269+STABILITY: SURFACE MOTION
 EF0269
 EF0269  HISTORY     - Date     Condition        Report By
 EF0269  HISTORY     - 1947     MONUMENTED       CGS
 EF0269  HISTORY     - 1949     GOOD             TVA
 EF0269
 EF0269                          STATION DESCRIPTION
 EF0269
 EF0269'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0269'1.0 MI NW FROM ALBERTVILLE.
 EF0269'ABOUT 1.0 MILE NORTHWEST ALONG THE AIRPORT ROAD FROM THE POST OFFICE
 EF0269'AT ALBERTVILLE, NEAR THE NORTHEAST CORNER OF THE AIRPORT, 40 FEET
 EF0269'NORTH OF THE NORTHEAST CORNER OF THE CONCRETE TILE HANGAR, 214 FEET
 EF0269'SOUTH OF THE CENTER OF THE JUNCTION OF THE ROAD TO THE HANGAR, 19 FEET
 EF0269'NORTHWEST OF A 12-INCH WALNUT TREE, 2 FEET SOUTH OF A WHITE WOODEN
 EF0269'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 EF0269'CONCRETE POST PROJECTING 3 INCHES.  NOTE-- A STEEL POST WITH A MARKER
 EF0269'WAS SET 1 FOOT WEST OF THE STATION.
 EF0269
 EF0269                          STATION RECOVERY (1949)
 EF0269
 EF0269'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0269'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1234 ***********************************************************************
 DH1234  DESIGNATION -  E 226
 DH1234  PID         -  DH1234
 DH1234  STATE/COUNTY-  AL/BLOUNT
 DH1234  USGS QUAD   -  REMLAP (1986)
 DH1234
 DH1234                         *CURRENT SURVEY CONTROL
 DH1234  ___________________________________________________________________
 DH1234* NAD 83(1986)-  33 48 39.     (N)    086 30 41.     (W)     SCALED    
 DH1234* NAVD 88     -       360.480  (meters)    1182.67   (feet)  ADJUSTED  
 DH1234  ___________________________________________________________________
 DH1234  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH1234  DYNAMIC HT  -         360.077 (meters)    1181.35  (feet)  COMP
 DH1234  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 DH1234
 DH1234  VERT ORDER  -  SECOND    CLASS 0
 DH1234
 DH1234.The horizontal coordinates were scaled from a topographic map and have
 DH1234.an estimated accuracy of +/- 6 seconds.
 DH1234
 DH1234.The orthometric height was determined by differential leveling
 DH1234.and adjusted by the National Geodetic Survey in June 1991..
 DH1234
 DH1234.The geoid height was determined by GEOID03.
 DH1234
 DH1234.The dynamic height is computed by dividing the NAVD 88
 DH1234.geopotential number by the normal gravity value computed on the
 DH1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1234.degrees latitude (g = 980.6199 gals.).
 DH1234
 DH1234.The modeled gravity was interpolated from observed gravity values.
 DH1234
 DH1234;                    North         East    Units  Estimated Accuracy
 DH1234;SPC AL W     -   422,980.      691,530.      MT  (+/- 180 meters Scaled)
 DH1234
 DH1234                          SUPERSEDED SURVEY CONTROL
 DH1234
 DH1234  NGVD 29 (??/??/92)  360.44   (m)         1182.5    (f) COMPUTED    2 0
 DH1234
 DH1234.Superseded values are not recommended for survey control.
 DH1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1234.See file dsdata.txt to determine how the superseded data were derived.
 DH1234
 DH1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC452412(NAD 83)
 DH1234_MARKER: DB = BENCH MARK DISK
 DH1234_SETTING: 66 = SET IN ROCK OUTCROP
 DH1234_SP_SET: ROCK OUTCROP
 DH1234_STAMPING: E 226 1947
 DH1234_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1234+STABILITY: POSITION/ELEVATION WELL
 DH1234
 DH1234  HISTORY     - Date     Condition        Report By
 DH1234  HISTORY     - 1947     MONUMENTED       CGS
 DH1234
 DH1234                          STATION DESCRIPTION
 DH1234
 DH1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1234'3.7 MI E FROM BLOUNT HIGHLANDS.
 DH1234'ABOUT 3.7 MILES EAST ALONG A ROAD TO HOLLY SPRINGS FROM THE SCHOOL AT
 DH1234'BLOUNT HIGHLANDS, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A ROAD
 DH1234'LEADING SOUTH, 120 YARDS WEST AND ACROSS THE ROAD FROM A FARM HOUSE,
 DH1234'33 FEET NORTH OF THE CENTER LINE OF THE ROAD, SET IN THE TOP OF THE
 DH1234'HIGHEST POINT OF A LARGE ODD SHAPED ROCK OUT CROP, ABOUT 1 FOOT ABOVE
 DH1234'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0292 ***********************************************************************
 EF0292  DESIGNATION -  E 227
 EF0292  PID         -  EF0292
 EF0292  STATE/COUNTY-  AL/BLOUNT
 EF0292  USGS QUAD   -  CLARENCE (1982)
 EF0292
 EF0292                         *CURRENT SURVEY CONTROL
 EF0292  ___________________________________________________________________
 EF0292* NAD 83(1986)-  34 03 37.     (N)    086 25 59.     (W)     SCALED    
 EF0292* NAVD 88     -       249.564  (meters)     818.78   (feet)  ADJUSTED  
 EF0292  ___________________________________________________________________
 EF0292  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EF0292  DYNAMIC HT  -         249.295 (meters)     817.90  (feet)  COMP
 EF0292  MODELED GRAV-     979,549.0   (mgal)                       NAVD 88
 EF0292
 EF0292  VERT ORDER  -  SECOND    CLASS 0
 EF0292
 EF0292.The horizontal coordinates were scaled from a topographic map and have
 EF0292.an estimated accuracy of +/- 6 seconds.
 EF0292
 EF0292.The orthometric height was determined by differential leveling
 EF0292.and adjusted by the National Geodetic Survey in June 1991..
 EF0292
 EF0292.The geoid height was determined by GEOID03.
 EF0292
 EF0292.The dynamic height is computed by dividing the NAVD 88
 EF0292.geopotential number by the normal gravity value computed on the
 EF0292.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0292.degrees latitude (g = 980.6199 gals.).
 EF0292
 EF0292.The modeled gravity was interpolated from observed gravity values.
 EF0292
 EF0292;                    North         East    Units  Estimated Accuracy
 EF0292;SPC AL W     -   450,720.      698,500.      MT  (+/- 180 meters Scaled)
 EF0292
 EF0292                          SUPERSEDED SURVEY CONTROL
 EF0292
 EF0292  NGVD 29 (??/??/92)  249.525  (m)          818.65   (f) ADJ UNCH    2 0
 EF0292
 EF0292.Superseded values are not recommended for survey control.
 EF0292.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0292.See file dsdata.txt to determine how the superseded data were derived.
 EF0292
 EF0292_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC523689(NAD 83)
 EF0292_MARKER: DB = BENCH MARK DISK
 EF0292_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0292_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0292_STAMPING: E 227 1947
 EF0292_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0292+STABILITY: SURFACE MOTION
 EF0292
 EF0292  HISTORY     - Date     Condition        Report By
 EF0292  HISTORY     - 1947     MONUMENTED       CGS
 EF0292
 EF0292                          STATION DESCRIPTION
 EF0292
 EF0292'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0292'9.2 MI NE FROM ONEONTA.
 EF0292'ABOUT 9.2 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE COURT HOUSE
 EF0292'AT ONEONTA, AT FRIDAYS CROSSING, ABOUT 100 YARDS NORTHEAST OF THE
 EF0292'EAST-WEST ROAD CROSSING, 86 FEET EAST OF THE CENTER OF THE JUNCTION OF
 EF0292'A ROAD LEADING NORTH, 39 FEET SOUTHEAST OF THE CENTER LINE OF THE
 EF0292'HIGHWAY, 128 FEET NORTH OF THE CENTER OF A WELL, 87 FEET NORTH OF THE
 EF0292'NORTH CORNER OF DOWDAS GROCERY STORE, 3.5 FEET SOUTHEAST OF A POWER
 EF0292'POLE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 EF0292'ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 EF0292'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0352 ***********************************************************************
 EF0352  DESIGNATION -  E 228
 EF0352  PID         -  EF0352
 EF0352  STATE/COUNTY-  AL/ETOWAH
 EF0352  USGS QUAD   -  ALTOONA (1975)
 EF0352
 EF0352                         *CURRENT SURVEY CONTROL
 EF0352  ___________________________________________________________________
 EF0352* NAD 83(1986)-  34 06 18.     (N)    086 15 28.     (W)     SCALED    
 EF0352* NAVD 88     -       266.314  (meters)     873.73   (feet)  ADJUSTED  
 EF0352  ___________________________________________________________________
 EF0352  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EF0352  DYNAMIC HT  -         266.025 (meters)     872.78  (feet)  COMP
 EF0352  MODELED GRAV-     979,544.2   (mgal)                       NAVD 88
 EF0352
 EF0352  VERT ORDER  -  SECOND    CLASS 0
 EF0352
 EF0352.The horizontal coordinates were scaled from a topographic map and have
 EF0352.an estimated accuracy of +/- 6 seconds.
 EF0352
 EF0352.The orthometric height was determined by differential leveling
 EF0352.and adjusted by the National Geodetic Survey in June 1991..
 EF0352
 EF0352.The geoid height was determined by GEOID03.
 EF0352
 EF0352.The dynamic height is computed by dividing the NAVD 88
 EF0352.geopotential number by the normal gravity value computed on the
 EF0352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0352.degrees latitude (g = 980.6199 gals.).
 EF0352
 EF0352.The modeled gravity was interpolated from observed gravity values.
 EF0352
 EF0352;                    North         East    Units  Estimated Accuracy
 EF0352;SPC AL E     -   399,830.      160,840.      MT  (+/- 180 meters Scaled)
 EF0352
 EF0352                          SUPERSEDED SURVEY CONTROL
 EF0352
 EF0352  NGVD 29 (??/??/92)  266.266  (m)          873.57   (f) ADJ UNCH    2 0
 EF0352
 EF0352.Superseded values are not recommended for survey control.
 EF0352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0352.See file dsdata.txt to determine how the superseded data were derived.
 EF0352
 EF0352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC684740(NAD 83)
 EF0352_MARKER: DB = BENCH MARK DISK
 EF0352_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0352_SP_SET: WALL
 EF0352_STAMPING: E 228 1947
 EF0352_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0352
 EF0352  HISTORY     - Date     Condition        Report By
 EF0352  HISTORY     - 1947     MONUMENTED       CGS
 EF0352  HISTORY     - 1958     GOOD             NGS
 EF0352
 EF0352                          STATION DESCRIPTION
 EF0352
 EF0352'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 EF0352'4.2 MI NE FROM WALNUT GROVE.
 EF0352'ABOUT 1.65 MILES NE ALONG THE AURORA ROAD FROM THE METHODIST CHURCH AT
 EF0352'WALNUT GROVE, THENCE N AND NE ALONG A PAVED ROAD FOR 2.6 MILES TO COVE
 EF0352'METHODIST CHURCH (SNEAD MEMORIAL CHURCH) AND CEMETERY, 159 FEET SE OF
 EF0352'THE CENTER OF THE ROAD, INSIDE AN ADDED ROOM OF THE CHURCH BUILDING,
 EF0352'IN THE NW WALL OF THE ADDED ROOM, 10.4 FEET SW OF THE INSIDE FACE OF
 EF0352'THE MOST NELY WALL OF THE WHOLE BUILDING, 1.0 FEET SW OF THE JOINT OF
 EF0352'CONCRETE BRICK AND CONCRETE BLOCK USED IN WALL CONSTRUCTION WHICH
 EF0352'JOINT IS THE MOST ELY CORNER OF THE ORIGINAL CHURCH BUILDING, ABOUT 4
 EF0352'FEET ABOVE THE FLOOR, A STANDARD DISK IS SET IN A DRILL HOLE IN THE
 EF0352'BRICK WALL.  NOTE-- A NEW MARK E 228 RESET 1958 FOR WHICH SEE
 EF0352'DESCRIPTION THEREOF WAS SET IN THE FOUNDATION BASE OF THE BUILDING
 EF0352'WALL NEAR THE W CORNER OF THE MAIN BODY OF THE BUILDING AND DIRECTLY
 EF0352'BENEATH THE SNEAD MEMORIAL CORNERSTONE. THE SUBJECT MARK WAS NOT
 EF0352'REMOVED AT THIS TIME, BECAUSE THERE SEEMED TO BE UNDECIDED PERSONS
 EF0352'CONCERNING THE REMOVAL AND PATCHING OF THE SCAR OR THE LEAVING OF THE
 EF0352'MARK IN PLACE AND PAINTING OVER IT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0083 ***********************************************************************
 DH0083  DESIGNATION -  E 229
 DH0083  PID         -  DH0083
 DH0083  STATE/COUNTY-  AL/ETOWAH
 DH0083  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 DH0083
 DH0083                         *CURRENT SURVEY CONTROL
 DH0083  ___________________________________________________________________
 DH0083* NAD 83(1986)-  33 57 52.     (N)    086 02 46.     (W)     SCALED    
 DH0083* NAVD 88     -       159.871  (meters)     524.51   (feet)  ADJUSTED  
 DH0083  ___________________________________________________________________
 DH0083  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0083  DYNAMIC HT  -         159.703 (meters)     523.96  (feet)  COMP
 DH0083  MODELED GRAV-     979,584.6   (mgal)                       NAVD 88
 DH0083
 DH0083  VERT ORDER  -  SECOND    CLASS 0
 DH0083
 DH0083.The horizontal coordinates were scaled from a topographic map and have
 DH0083.an estimated accuracy of +/- 6 seconds.
 DH0083
 DH0083.The orthometric height was determined by differential leveling
 DH0083.and adjusted by the National Geodetic Survey in June 1991..
 DH0083
 DH0083.The geoid height was determined by GEOID03.
 DH0083
 DH0083.The dynamic height is computed by dividing the NAVD 88
 DH0083.geopotential number by the normal gravity value computed on the
 DH0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0083.degrees latitude (g = 980.6199 gals.).
 DH0083
 DH0083.The modeled gravity was interpolated from observed gravity values.
 DH0083
 DH0083;                    North         East    Units  Estimated Accuracy
 DH0083;SPC AL E     -   384,180.      180,340.      MT  (+/- 180 meters Scaled)
 DH0083
 DH0083                          SUPERSEDED SURVEY CONTROL
 DH0083
 DH0083  NGVD 29 (??/??/92)  159.843  (m)          524.42   (f) ADJ UNCH    2 0
 DH0083
 DH0083.Superseded values are not recommended for survey control.
 DH0083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0083.See file dsdata.txt to determine how the superseded data were derived.
 DH0083
 DH0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC881586(NAD 83)
 DH0083_MARKER: DB = BENCH MARK DISK
 DH0083_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0083_SP_SET: BRIDGE
 DH0083_STAMPING: E 229 1947
 DH0083_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0083
 DH0083  HISTORY     - Date     Condition        Report By
 DH0083  HISTORY     - 1947     MONUMENTED       CGS
 DH0083
 DH0083                          STATION DESCRIPTION
 DH0083
 DH0083'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0083'7.05 MI SW FROM ATTALLA.
 DH0083'ABOUT 1.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 ALTERNATE FROM THE
 DH0083'POST OFFICE AT ATTALLA, THENCE 5.1 MILES SOUTHEAST ALONG AN ASPHALT
 DH0083'ROAD.  5.05 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 FROM THE AMERICAN
 DH0083'NATIONAL BANK AT GADSDEN, THENCE 0.7 MILE NORTH ON AN ASPHALT ROAD,
 DH0083'0.7 MILE NORTH OF MORGANS CROSSROAD, IN THE TOP OF THE SOUTHWEST STONE
 DH0083'RAILING OF A TRIPLE ARCH STONE MASONRY BRIDGE OVER A CREEK, 21 FEET
 DH0083'SOUTHEAST OF THE NORTHWEST END OF THE RAILING, 17 FEET SOUTHWEST OF
 DH0083'AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DF8878 ***********************************************************************
 DF8878  DESIGNATION -  E 229 RESET
 DF8878  PID         -  DF8878
 DF8878  STATE/COUNTY-  AL/ETOWAH
 DF8878  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 DF8878
 DF8878                         *CURRENT SURVEY CONTROL
 DF8878  ___________________________________________________________________
 DF8878* NAD 83(1986)-  33 57 52.     (N)    086 02 46.     (W)     SCALED    
 DF8878* NAVD 88     -       159.10   (meters)     522.0    (feet)  RESET     
 DF8878  ___________________________________________________________________
 DF8878  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DF8878
 DF8878  VERT ORDER  -  THIRD
 DF8878
 DF8878.The horizontal coordinates were scaled from a topographic map and have
 DF8878.an estimated accuracy of +/- 6 seconds.
 DF8878
 DF8878.The orthometric height was computed from unverified reset data.
 DF8878.No vertical observational check was made to the station.
 DF8878
 DF8878.The geoid height was determined by GEOID03.
 DF8878
 DF8878;                    North         East    Units  Estimated Accuracy
 DF8878;SPC AL E     -   384,180.      180,340.      MT  (+/- 180 meters Scaled)
 DF8878
 DF8878                          SUPERSEDED SURVEY CONTROL
 DF8878
 DF8878.No superseded survey control is available for this station.
 DF8878
 DF8878_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC881586(NAD 83)
 DF8878_MARKER: DV = VERTICAL CONTROL DISK
 DF8878_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DF8878_SP_SET: PARAPET WALL
 DF8878_STAMPING: E 229 RESET 2003
 DF8878_MARK LOGO: NGS   
 DF8878_MAGNETIC: N = NO MAGNETIC MATERIAL
 DF8878_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DF8878
 DF8878  HISTORY     - Date     Condition        Report By
 DF8878  HISTORY     - 2003     MONUMENTED       ALHD
 DF8878
 DF8878                          STATION DESCRIPTION
 DF8878
 DF8878'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DF8878'TO REACH STATION GO 0.70 MILE (1.13 KM) NORTH OF THE JUNCTION OF U.S.
 DF8878'411 AND ALA 77 IN RAINBOW CITY AND APPROXIMATELY 500 FT (152.4 M)
 DF8878'NORHWEST OF THE CHRIST CENTRAL UNITED METHODIST CHURCH AT 409 WEST
 DF8878'GRAND AVENUE,  IN A DRILL HOLE IN THE NORTH END OF THE EAST PARAPET
 DF8878'WALL OF A QUAD 10 X 8 CONCRETE BRIDGE CULVERT LOCATED ON THE EAST ROW
 DF8878'OF ALA 77.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1647 ***********************************************************************
 DG1647  DESIGNATION -  E 23
 DG1647  PID         -  DG1647
 DG1647  STATE/COUNTY-  AL/RANDOLPH
 DG1647  USGS QUAD   -  WADLEY SOUTH (1969)
 DG1647
 DG1647                         *CURRENT SURVEY CONTROL
 DG1647  ___________________________________________________________________
 DG1647* NAD 83(1986)-  33 06 39.     (N)    085 30 13.     (W)     SCALED    
 DG1647* NAVD 88     -       195.938  (meters)     642.84   (feet)  ADJUSTED  
 DG1647  ___________________________________________________________________
 DG1647  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG1647  DYNAMIC HT  -         195.712 (meters)     642.10  (feet)  COMP
 DG1647  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 DG1647
 DG1647  VERT ORDER  -  SECOND    CLASS 0
 DG1647
 DG1647.The horizontal coordinates were scaled from a topographic map and have
 DG1647.an estimated accuracy of +/- 6 seconds.
 DG1647
 DG1647.The orthometric height was determined by differential leveling
 DG1647.and adjusted by the National Geodetic Survey in June 1991..
 DG1647
 DG1647.The geoid height was determined by GEOID03.
 DG1647
 DG1647.The dynamic height is computed by dividing the NAVD 88
 DG1647.geopotential number by the normal gravity value computed on the
 DG1647.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1647.degrees latitude (g = 980.6199 gals.).
 DG1647
 DG1647.The modeled gravity was interpolated from observed gravity values.
 DG1647
 DG1647;                    North         East    Units  Estimated Accuracy
 DG1647;SPC AL E     -   289,540.      230,770.      MT  (+/- 180 meters Scaled)
 DG1647
 DG1647                          SUPERSEDED SURVEY CONTROL
 DG1647
 DG1647  NGVD 29 (??/??/92)  195.881  (m)          642.65   (f) ADJ UNCH    2 0
 DG1647
 DG1647.Superseded values are not recommended for survey control.
 DG1647.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1647.See file dsdata.txt to determine how the superseded data were derived.
 DG1647
 DG1647_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB396645(NAD 83)
 DG1647_MARKER: DB = BENCH MARK DISK
 DG1647_SETTING: 0 = UNSPECIFIED SETTING
 DG1647_STAMPING: E 23 1934
 DG1647_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1647
 DG1647  HISTORY     - Date     Condition        Report By
 DG1647  HISTORY     - 1934     MONUMENTED       CGS
 DG1647  HISTORY     - 1971     MARK NOT FOUND   USGS
 DG1647
 DG1647                          STATION DESCRIPTION
 DG1647
 DG1647'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG1647'8.7 MI SW FROM ROANOKE.
 DG1647'ALONG THE RIGHT OF WAY OF THE ATLANTA BIRMINGHAM AND COAST
 DG1647'RAILROAD, 0.2 MILE S.W. OF BLAKE, 28 RAIL LENGTHS N.E. OF MILE
 DG1647'POST 320, 38 YDS. N.E. OF N.E. KILN OF CRAVEN AND MALEAR BRICK
 DG1647'YARD, 19 FEET S.E. OF MAIN TRACK, 11 FEET EAST OF WHISTLE POST.
 DG1647
 DG1647                          STATION RECOVERY (1971)
 DG1647
 DG1647'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DG1647'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0624 ***********************************************************************
 DH0624  DESIGNATION -  E 230
 DH0624  PID         -  DH0624
 DH0624  STATE/COUNTY-  AL/SHELBY
 DH0624  USGS QUAD   -  VINCENT (1972)
 DH0624
 DH0624                         *CURRENT SURVEY CONTROL
 DH0624  ___________________________________________________________________
 DH0624* NAD 83(1986)-  33 25 55.     (N)    086 23 59.     (W)     SCALED    
 DH0624* NAVD 88     -       139.797  (meters)     458.65   (feet)  ADJUSTED  
 DH0624  ___________________________________________________________________
 DH0624  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0624  DYNAMIC HT  -         139.644 (meters)     458.15  (feet)  COMP
 DH0624  MODELED GRAV-     979,542.6   (mgal)                       NAVD 88
 DH0624
 DH0624  VERT ORDER  -  SECOND    CLASS 0
 DH0624
 DH0624.The horizontal coordinates were scaled from a topographic map and have
 DH0624.an estimated accuracy of +/- 6 seconds.
 DH0624
 DH0624.The orthometric height was determined by differential leveling
 DH0624.and adjusted by the National Geodetic Survey in June 1991..
 DH0624
 DH0624.The geoid height was determined by GEOID03.
 DH0624
 DH0624.The dynamic height is computed by dividing the NAVD 88
 DH0624.geopotential number by the normal gravity value computed on the
 DH0624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0624.degrees latitude (g = 980.6199 gals.).
 DH0624
 DH0624.The modeled gravity was interpolated from observed gravity values.
 DH0624
 DH0624;                    North         East    Units  Estimated Accuracy
 DH0624;SPC AL W     -   381,060.      702,320.      MT  (+/- 180 meters Scaled)
 DH0624
 DH0624                          SUPERSEDED SURVEY CONTROL
 DH0624
 DH0624  NGVD 29 (??/??/92)  139.78   (m)          458.6    (f) COMPUTED    2 0
 DH0624
 DH0624.Superseded values are not recommended for survey control.
 DH0624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0624.See file dsdata.txt to determine how the superseded data were derived.
 DH0624
 DH0624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB558993(NAD 83)
 DH0624_MARKER: DB = BENCH MARK DISK
 DH0624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0624_SP_SET: CULVERT
 DH0624_STAMPING: E 230 1947
 DH0624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0624
 DH0624  HISTORY     - Date     Condition        Report By
 DH0624  HISTORY     - 1947     MONUMENTED       CGS
 DH0624
 DH0624                          STATION DESCRIPTION
 DH0624
 DH0624'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0624'3.4 MI NE FROM VINCENT.
 DH0624'ABOUT 3.4 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 DH0624'AT VINCENT, 25 FEET SOUTHWEST OF THE CENTER LINE OF A DRIVEWAY LEADING
 DH0624'TO M.P. KINGS FARM PLACE, IN THE TOP OF THE SOUTHWEST END OF THE
 DH0624'NORTHWEST CONCRETE HEAD WALL OF A 4 X 5 FOOT CONCRETE BOX CULVERT,
 DH0624'18.5 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0216 ***********************************************************************
 DH0216  DESIGNATION -  E 231 RESET
 DH0216  PID         -  DH0216
 DH0216  STATE/COUNTY-  AL/ST CLAIR
 DH0216  USGS QUAD   -  PELL CITY (1972)
 DH0216
 DH0216                         *CURRENT SURVEY CONTROL
 DH0216  ___________________________________________________________________
 DH0216* NAD 83(1986)-  33 36 00.     (N)    086 19 53.     (W)     SCALED    
 DH0216* NAVD 88     -       169.88   (meters)     557.3    (feet)  RESET     
 DH0216  ___________________________________________________________________
 DH0216  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0216
 DH0216  VERT ORDER  -  THIRD
 DH0216
 DH0216.The horizontal coordinates were scaled from a topographic map and have
 DH0216.an estimated accuracy of +/- 6 seconds.
 DH0216
 DH0216.The orthometric height was computed from unverified reset data.
 DH0216
 DH0216.The geoid height was determined by GEOID03.
 DH0216
 DH0216;                    North         East    Units  Estimated Accuracy
 DH0216;SPC AL E     -   343,850.      153,770.      MT  (+/- 180 meters Scaled)
 DH0216
 DH0216                          SUPERSEDED SURVEY CONTROL
 DH0216
 DH0216.No superseded survey control is available for this station.
 DH0216
 DH0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC620180(NAD 83)
 DH0216_MARKER: DB = BENCH MARK DISK
 DH0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0216_SP_SET: CULVERT
 DH0216_STAMPING: E 231 RESET 1954
 DH0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0216
 DH0216  HISTORY     - Date     Condition        Report By
 DH0216  HISTORY     - 1954     MONUMENTED       ALHD
 DH0216
 DH0216                          STATION DESCRIPTION
 DH0216
 DH0216'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1954
 DH0216'1.6 MI W FROM EDEN.
 DH0216'1.6 MILES WEST ALONG U.S. HIGHWAY 78 FROM THE POST OFFICE AT EDEN, ST.
 DH0216'CLAIR COUNTY, 0.9 MILE WEST OF THE ENTRANCE TO THE WESLEYAN
 DH0216'CAMP-MEETING GROUNDS, AT A 24-INCH PIPE CULVERT, IN THE TOP OF THE
 DH0216'NORTHEAST CORNER OF THE DROP INLET, 20 FEET SOUTH OF THE EDGE OF THE
 DH0216'PAVEMENT, AND 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK, STAMPED
 DH0216'E 231 RESET 1954.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0293 ***********************************************************************
 DH0293  DESIGNATION -  E 233
 DH0293  PID         -  DH0293
 DH0293  STATE/COUNTY-  AL/TALLADEGA
 DH0293  USGS QUAD   -  RIVERSIDE (1972)
 DH0293
 DH0293                         *CURRENT SURVEY CONTROL
 DH0293  ___________________________________________________________________
 DH0293* NAD 83(1986)-  33 31 03.     (N)    086 07 35.     (W)     SCALED    
 DH0293* NAVD 88     -       177.981  (meters)     583.93   (feet)  ADJUSTED  
 DH0293  ___________________________________________________________________
 DH0293  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DH0293  DYNAMIC HT  -         177.790 (meters)     583.30  (feet)  COMP
 DH0293  MODELED GRAV-     979,555.7   (mgal)                       NAVD 88
 DH0293
 DH0293  VERT ORDER  -  SECOND    CLASS 0
 DH0293
 DH0293.The horizontal coordinates were scaled from a topographic map and have
 DH0293.an estimated accuracy of +/- 6 seconds.
 DH0293
 DH0293.The orthometric height was determined by differential leveling
 DH0293.and adjusted by the National Geodetic Survey in June 1991..
 DH0293
 DH0293.The geoid height was determined by GEOID03.
 DH0293
 DH0293.The dynamic height is computed by dividing the NAVD 88
 DH0293.geopotential number by the normal gravity value computed on the
 DH0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0293.degrees latitude (g = 980.6199 gals.).
 DH0293
 DH0293.The modeled gravity was interpolated from observed gravity values.
 DH0293
 DH0293;                    North         East    Units  Estimated Accuracy
 DH0293;SPC AL E     -   334,630.      172,780.      MT  (+/- 180 meters Scaled)
 DH0293
 DH0293                          SUPERSEDED SURVEY CONTROL
 DH0293
 DH0293  NGVD 29 (??/??/92)  177.919  (m)          583.72   (f) ADJ UNCH    2 0
 DH0293
 DH0293.Superseded values are not recommended for survey control.
 DH0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0293.See file dsdata.txt to determine how the superseded data were derived.
 DH0293
 DH0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC811090(NAD 83)
 DH0293_MARKER: DB = BENCH MARK DISK
 DH0293_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0293_SP_SET: CULVERT
 DH0293_STAMPING: E 233 1947
 DH0293_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0293
 DH0293  HISTORY     - Date     Condition        Report By
 DH0293  HISTORY     - 1947     MONUMENTED       CGS
 DH0293
 DH0293                          STATION DESCRIPTION
 DH0293
 DH0293'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0293'6.2 MI S FROM LINCOLN.
 DH0293'ABOUT 6.2 MILES SOUTH ALONG STATE HIGHWAY 102 FROM ITS JUNCTION WITH
 DH0293'U. S. HIGHWAY 78 AT LINCOLN, ABOUT 6.3 MILES NORTH OF THE COURT HOUSE
 DH0293'AT TALLADEGA, SET IN THE TOP OF THE CENTER OF THE EAST CONCRETE HEAD
 DH0293'WALL OF AN 18-INCH PIPE CULVERT, 164 FEET SOUTH OF R.E.A. POWER POLE
 DH0293'NO. 153-5, 35 FEET EAST OF AND ABOUT 5 FEET BELOW THE CENTER LINE OF
 DH0293'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2110 ***********************************************************************
 DG2110  DESIGNATION -  E 234
 DG2110  PID         -  DG2110
 DG2110  STATE/COUNTY-  AL/CALHOUN
 DG2110  USGS QUAD   -  ANNISTON (1972)
 DG2110
 DG2110                         *CURRENT SURVEY CONTROL
 DG2110  ___________________________________________________________________
 DG2110* NAD 83(1986)-  33 38 45.     (N)    085 51 51.     (W)     SCALED    
 DG2110* NAVD 88     -       228.277  (meters)     748.94   (feet)  ADJUSTED  
 DG2110  ___________________________________________________________________
 DG2110  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG2110  DYNAMIC HT  -         228.030 (meters)     748.13  (feet)  COMP
 DG2110  MODELED GRAV-     979,551.8   (mgal)                       NAVD 88
 DG2110
 DG2110  VERT ORDER  -  SECOND    CLASS 0
 DG2110
 DG2110.The horizontal coordinates were scaled from a topographic map and have
 DG2110.an estimated accuracy of +/- 6 seconds.
 DG2110
 DG2110.The orthometric height was determined by differential leveling
 DG2110.and adjusted by the National Geodetic Survey in June 1991..
 DG2110
 DG2110.The geoid height was determined by GEOID03.
 DG2110
 DG2110.The dynamic height is computed by dividing the NAVD 88
 DG2110.geopotential number by the normal gravity value computed on the
 DG2110.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2110.degrees latitude (g = 980.6199 gals.).
 DG2110
 DG2110.The modeled gravity was interpolated from observed gravity values.
 DG2110
 DG2110;                    North         East    Units  Estimated Accuracy
 DG2110;SPC AL E     -   348,820.      197,140.      MT  (+/- 180 meters Scaled)
 DG2110
 DG2110                          SUPERSEDED SURVEY CONTROL
 DG2110
 DG2110  NGVD 29 (??/??/92)  228.195  (m)          748.67   (f) ADJ UNCH    2 0
 DG2110
 DG2110.Superseded values are not recommended for survey control.
 DG2110.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2110.See file dsdata.txt to determine how the superseded data were derived.
 DG2110
 DG2110_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC053234(NAD 83)
 DG2110_MARKER: DB = BENCH MARK DISK
 DG2110_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG2110_SP_SET: CULVERT
 DG2110_STAMPING: E 234 1947
 DG2110_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2110
 DG2110  HISTORY     - Date     Condition        Report By
 DG2110  HISTORY     - 1947     MONUMENTED       CGS
 DG2110  HISTORY     - 1965     MARK NOT FOUND   NGS
 DG2110
 DG2110                          STATION DESCRIPTION
 DG2110
 DG2110'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2110'2.8 MI SW FROM ANNISTON.
 DG2110'ABOUT 2.85 MILES SOUTHWEST ALONG U.S. HIGHWAY 78 FROM THE WILSON
 DG2110'BUILDING AT ANNISTON, ABOUT 0.1 MILE EAST OF THE WEST END
 DG2110'BAPTIST CHURCH, SET IN THE TOP OF THE EAST END OF THE SOUTH HEAD
 DG2110'WALL OF A 10 BY 5 FOOT CONCRETE BOX CULVERT, 20 FEET SOUTH OF
 DG2110'AND ABOUT 3.5 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 DG2110
 DG2110                          STATION RECOVERY (1965)
 DG2110
 DG2110'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DG2110'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2100 ***********************************************************************
 DG2100  DESIGNATION -  E 235
 DG2100  PID         -  DG2100
 DG2100  STATE/COUNTY-  AL/CALHOUN
 DG2100  USGS QUAD   -  EULATON (1972)
 DG2100
 DG2100                         *CURRENT SURVEY CONTROL
 DG2100  ___________________________________________________________________
 DG2100* NAD 83(1986)-  33 44 29.     (N)    085 56 36.     (W)     SCALED    
 DG2100* NAVD 88     -       184.686  (meters)     605.92   (feet)  ADJUSTED  
 DG2100  ___________________________________________________________________
 DG2100  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG2100  DYNAMIC HT  -         184.490 (meters)     605.28  (feet)  COMP
 DG2100  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DG2100
 DG2100  VERT ORDER  -  SECOND    CLASS 0
 DG2100
 DG2100.The horizontal coordinates were scaled from a topographic map and have
 DG2100.an estimated accuracy of +/- 6 seconds.
 DG2100
 DG2100.The orthometric height was determined by differential leveling
 DG2100.and adjusted by the National Geodetic Survey in June 1991..
 DG2100
 DG2100.The geoid height was determined by GEOID03.
 DG2100
 DG2100.The dynamic height is computed by dividing the NAVD 88
 DG2100.geopotential number by the normal gravity value computed on the
 DG2100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2100.degrees latitude (g = 980.6199 gals.).
 DG2100
 DG2100.The modeled gravity was interpolated from observed gravity values.
 DG2100
 DG2100;                    North         East    Units  Estimated Accuracy
 DG2100;SPC AL E     -   359,430.      189,810.      MT  (+/- 180 meters Scaled)
 DG2100
 DG2100                          SUPERSEDED SURVEY CONTROL
 DG2100
 DG2100  NGVD 29 (??/??/92)  184.611  (m)          605.68   (f) ADJ UNCH    2 0
 DG2100
 DG2100.Superseded values are not recommended for survey control.
 DG2100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2100.See file dsdata.txt to determine how the superseded data were derived.
 DG2100
 DG2100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC978339(NAD 83)
 DG2100_MARKER: DB = BENCH MARK DISK
 DG2100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2100_STAMPING: E 235 1947
 DG2100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2100+STABILITY: SURFACE MOTION
 DG2100
 DG2100  HISTORY     - Date     Condition        Report By
 DG2100  HISTORY     - 1947     MONUMENTED       CGS
 DG2100
 DG2100                          STATION DESCRIPTION
 DG2100
 DG2100'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2100'4.2 MI SW FROM ALEXANDRIA.
 DG2100'ABOUT 0.25 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 DG2100'RAILROAD FROM THE STATION AT ALEXANDRIA, THENCE ABOUT 4.0 MILES
 DG2100'SOUTHWEST ALONG A GRAVEL ROAD LEADING TO THE MORRISVILLE BIVOUAC
 DG2100'AREA, IN THE BIVOUAC AREA, ABOUT 1.35 MILES SOUTHWEST OF GATE 5,
 DG2100'SET AT AN OLD FARM HOUSE SITE, 22 FEET SOUTHEAST OF THE CENTER LINE
 DG2100'OF THE ROAD, 43 FEET EAST OF A 26 INCH OAK TREE, 29 FEET
 DG2100'SOUTHWEST OF A 38 INCH OAK TREE, 2 FEET NORTHWEST OF A WHITE
 DG2100'WOODEN WITNESS POST, 1.5 FEET ABOVE THE ROAD AND SET IN THE TOP
 DG2100'OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0005 ***********************************************************************
 DH0005  DESIGNATION -  E 236
 DH0005  PID         -  DH0005
 DH0005  STATE/COUNTY-  AL/CALHOUN
 DH0005  USGS QUAD   -  OHATCHEE (1949)
 DH0005
 DH0005                         *CURRENT SURVEY CONTROL
 DH0005  ___________________________________________________________________
 DH0005* NAD 83(1986)-  33 46 08.     (N)    086 02 34.     (W)     SCALED    
 DH0005* NAVD 88     -       151.179  (meters)     495.99   (feet)  ADJUSTED  
 DH0005  ___________________________________________________________________
 DH0005  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DH0005  DYNAMIC HT  -         151.018 (meters)     495.46  (feet)  COMP
 DH0005  MODELED GRAV-     979,572.6   (mgal)                       NAVD 88
 DH0005
 DH0005  VERT ORDER  -  FIRST     CLASS II
 DH0005
 DH0005.The horizontal coordinates were scaled from a topographic map and have
 DH0005.an estimated accuracy of +/- 6 seconds.
 DH0005
 DH0005.The orthometric height was determined by differential leveling
 DH0005.and adjusted by the National Geodetic Survey in June 1991..
 DH0005
 DH0005.The geoid height was determined by GEOID03.
 DH0005
 DH0005.The dynamic height is computed by dividing the NAVD 88
 DH0005.geopotential number by the normal gravity value computed on the
 DH0005.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0005.degrees latitude (g = 980.6199 gals.).
 DH0005
 DH0005.The modeled gravity was interpolated from observed gravity values.
 DH0005
 DH0005;                    North         East    Units  Estimated Accuracy
 DH0005;SPC AL E     -   362,490.      180,600.      MT  (+/- 180 meters Scaled)
 DH0005
 DH0005                          SUPERSEDED SURVEY CONTROL
 DH0005
 DH0005  NGVD 29 (??/??/92)  151.120  (m)          495.80   (f) ADJ UNCH    1 2
 DH0005
 DH0005.Superseded values are not recommended for survey control.
 DH0005.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0005.See file dsdata.txt to determine how the superseded data were derived.
 DH0005
 DH0005_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC886369(NAD 83)
 DH0005_MARKER: DB = BENCH MARK DISK
 DH0005_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0005_SP_SET: BRIDGE
 DH0005_STAMPING: E 236 1947
 DH0005_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0005
 DH0005  HISTORY     - Date     Condition        Report By
 DH0005  HISTORY     - 1947     MONUMENTED       CGS
 DH0005
 DH0005                          STATION DESCRIPTION
 DH0005
 DH0005'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0005'2.55 MI SW FROM OHATCHEE.
 DH0005'ABOUT 2.55 MILES SOUTHWEST ALONG THE SEABOARD AIR LINE RAILWAY FROM
 DH0005'THE STATION AT OHATCHEE, ABOUT 7.4 MILES NORTHEAST OF THE STATION AT
 DH0005'RAGLAND, ST. CLAIR COUNTY, AT BRIDGE NO. 683 OVER THE COOSA RIVER, SET
 DH0005'IN THE TOP OF THE SOUTHEAST CONCRETE WING WALL AT THE EAST END OF THE
 DH0005'BRIDGE, ABOUT 80 YARDS WEST OF MILE POST 683, 6 FEET SOUTH OF AND
 DH0005'ABOUT 1 FOOT BELOW THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1126 ***********************************************************************
 DH1126  DESIGNATION -  E 238
 DH1126  PID         -  DH1126
 DH1126  STATE/COUNTY-  AL/JEFFERSON
 DH1126  USGS QUAD   -  LEEDS (1978)
 DH1126
 DH1126                         *CURRENT SURVEY CONTROL
 DH1126  ___________________________________________________________________
 DH1126* NAD 83(1986)-  33 35 29.     (N)    086 36 19.     (W)     SCALED    
 DH1126* NAVD 88     -       219.946  (meters)     721.61   (feet)  ADJUSTED  
 DH1126  ___________________________________________________________________
 DH1126  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1126  DYNAMIC HT  -         219.700 (meters)     720.80  (feet)  COMP
 DH1126  MODELED GRAV-     979,517.0   (mgal)                       NAVD 88
 DH1126
 DH1126  VERT ORDER  -  FIRST     CLASS II
 DH1126
 DH1126.The horizontal coordinates were scaled from a topographic map and have
 DH1126.an estimated accuracy of +/- 6 seconds.
 DH1126
 DH1126.The orthometric height was determined by differential leveling
 DH1126.and adjusted by the National Geodetic Survey in June 1991..
 DH1126
 DH1126.The geoid height was determined by GEOID03.
 DH1126
 DH1126.The dynamic height is computed by dividing the NAVD 88
 DH1126.geopotential number by the normal gravity value computed on the
 DH1126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1126.degrees latitude (g = 980.6199 gals.).
 DH1126
 DH1126.The modeled gravity was interpolated from observed gravity values.
 DH1126
 DH1126;                    North         East    Units  Estimated Accuracy
 DH1126;SPC AL W     -   398,560.      683,050.      MT  (+/- 180 meters Scaled)
 DH1126
 DH1126                          SUPERSEDED SURVEY CONTROL
 DH1126
 DH1126  NGVD 29 (??/??/92)  219.898  (m)          721.45   (f) ADJ UNCH    1 2
 DH1126
 DH1126.Superseded values are not recommended for survey control.
 DH1126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1126.See file dsdata.txt to determine how the superseded data were derived.
 DH1126
 DH1126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC366169(NAD 83)
 DH1126_MARKER: DB = BENCH MARK DISK
 DH1126_SETTING: 66 = SET IN ROCK OUTCROP
 DH1126_SP_SET: ROCK LEDGE
 DH1126_STAMPING: E 238 1947
 DH1126_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1126+STABILITY: POSITION/ELEVATION WELL
 DH1126
 DH1126  HISTORY     - Date     Condition        Report By
 DH1126  HISTORY     - 1947     MONUMENTED       CGS
 DH1126
 DH1126                          STATION DESCRIPTION
 DH1126
 DH1126'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1126'2.2 MI NE FROM ALTON.
 DH1126'ABOUT 2.2 MILES NORTHEAST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 DH1126'STATION AT ALTON, 56.6 FEET SOUTHWEST OF MILE POST 724, 7.2 FEET
 DH1126'NORTHWEST OF THE NORTHWEST RAIL, SET IN THE TOP OF A ROCK LEDGE IN A
 DH1126'CUT, ABOUT LEVEL WITH THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1203 ***********************************************************************
 DH1203  DESIGNATION -  E 239
 DH1203  PID         -  DH1203
 DH1203  STATE/COUNTY-  AL/JEFFERSON
 DH1203  USGS QUAD   -  IRONDALE (1978)
 DH1203
 DH1203                         *CURRENT SURVEY CONTROL
 DH1203  ___________________________________________________________________
 DH1203* NAD 83(1986)-  33 36 45.     (N)    086 41 15.     (W)     SCALED    
 DH1203* NAVD 88     -       216.169  (meters)     709.21   (feet)  ADJUSTED  
 DH1203  ___________________________________________________________________
 DH1203  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH1203  DYNAMIC HT  -         215.928 (meters)     708.42  (feet)  COMP
 DH1203  MODELED GRAV-     979,516.8   (mgal)                       NAVD 88
 DH1203
 DH1203  VERT ORDER  -  SECOND    CLASS 0
 DH1203
 DH1203.The horizontal coordinates were scaled from a topographic map and have
 DH1203.an estimated accuracy of +/- 6 seconds.
 DH1203
 DH1203.The orthometric height was determined by differential leveling
 DH1203.and adjusted by the National Geodetic Survey in June 1991..
 DH1203
 DH1203.The geoid height was determined by GEOID03.
 DH1203
 DH1203.The dynamic height is computed by dividing the NAVD 88
 DH1203.geopotential number by the normal gravity value computed on the
 DH1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1203.degrees latitude (g = 980.6199 gals.).
 DH1203
 DH1203.The modeled gravity was interpolated from observed gravity values.
 DH1203
 DH1203;                    North         East    Units  Estimated Accuracy
 DH1203;SPC AL W     -   400,840.      675,400.      MT  (+/- 180 meters Scaled)
 DH1203
 DH1203                          SUPERSEDED SURVEY CONTROL
 DH1203
 DH1203  NGVD 29 (??/??/92)  216.126  (m)          709.07   (f) ADJ UNCH    2 0
 DH1203
 DH1203.Superseded values are not recommended for survey control.
 DH1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1203.See file dsdata.txt to determine how the superseded data were derived.
 DH1203
 DH1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC289192(NAD 83)
 DH1203_MARKER: DB = BENCH MARK DISK
 DH1203_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1203_SP_SET: BRIDGE ABUTMENT
 DH1203_STAMPING: E 239 1947
 DH1203_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1203
 DH1203  HISTORY     - Date     Condition        Report By
 DH1203  HISTORY     - 1947     MONUMENTED       CGS
 DH1203  HISTORY     - 1971     GOOD             NGS
 DH1203
 DH1203                          STATION DESCRIPTION
 DH1203
 DH1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1203'1.0 MI N FROM HUFFMAN.
 DH1203'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 38 FROM THE BAPTIST CHURCH AT
 DH1203'HUFFMAN, 0.3 MILE NORTH OF JASPER RAY GROCERY STORE AND THE JUNCTION
 DH1203'OF A BLACK TOP ROAD LEADING NORTHEAST TO CLAY, SET IN THE TOP OF THE
 DH1203'EAST END OF THE SOUTH ABUTMENT OF A 90 FOOT CONCRETE BRIDGE OVER A
 DH1203'CREEK, 15 FEET EAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 DH1203'HIGHWAY.  NOTE-- DISK WAS SET IN THE SOUTHEAST ABUTMENT OF A CONCRETE
 DH1203'BRIDGE, OVER 5 MILE CREEK ON THE CENTER POINT ROAD, STATE HIGHWAY 75.
 DH1203
 DH1203                          STATION RECOVERY (1971)
 DH1203
 DH1203'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DH1203'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1259 ***********************************************************************
 BT1259  DESIGNATION -  E 24
 BT1259  PID         -  BT1259
 BT1259  STATE/COUNTY-  AL/BARBOUR
 BT1259  USGS QUAD   -  LOUISVILLE (1968)
 BT1259
 BT1259                         *CURRENT SURVEY CONTROL
 BT1259  ___________________________________________________________________
 BT1259* NAD 83(1986)-  31 49 25.     (N)    085 30 59.     (W)     SCALED    
 BT1259* NAVD 88     -       159.646  (meters)     523.77   (feet)  ADJUSTED  
 BT1259  ___________________________________________________________________
 BT1259  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BT1259  DYNAMIC HT  -         159.459 (meters)     523.16  (feet)  COMP
 BT1259  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 BT1259
 BT1259  VERT ORDER  -  SECOND    CLASS 0
 BT1259
 BT1259.The horizontal coordinates were scaled from a topographic map and have
 BT1259.an estimated accuracy of +/- 6 seconds.
 BT1259
 BT1259.The orthometric height was determined by differential leveling
 BT1259.and adjusted by the National Geodetic Survey in June 1991..
 BT1259
 BT1259.The geoid height was determined by GEOID03.
 BT1259
 BT1259.The dynamic height is computed by dividing the NAVD 88
 BT1259.geopotential number by the normal gravity value computed on the
 BT1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1259.degrees latitude (g = 980.6199 gals.).
 BT1259
 BT1259.The modeled gravity was interpolated from observed gravity values.
 BT1259
 BT1259;                    North         East    Units  Estimated Accuracy
 BT1259;SPC AL E     -   146,790.      230,010.      MT  (+/- 180 meters Scaled)
 BT1259
 BT1259                          SUPERSEDED SURVEY CONTROL
 BT1259
 BT1259  NGVD 29 (??/??/92)  159.660  (m)          523.82   (f) ADJ UNCH    2 0
 BT1259
 BT1259.Superseded values are not recommended for survey control.
 BT1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1259.See file dsdata.txt to determine how the superseded data were derived.
 BT1259
 BT1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA404218(NAD 83)
 BT1259_MARKER: DB = BENCH MARK DISK
 BT1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1259_STAMPING: E 24 1934
 BT1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1259+STABILITY: SURFACE MOTION
 BT1259
 BT1259  HISTORY     - Date     Condition        Report By
 BT1259  HISTORY     - 1934     MONUMENTED       CGS
 BT1259
 BT1259                          STATION DESCRIPTION
 BT1259
 BT1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1259'4 MI NE FROM LOUISVILLE.
 BT1259'4 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BT1259'STATION AT LOUISVILLE, ABOUT 33 RAILS SOUTHWEST OF MILEPOST O 33,
 BT1259'AT THE NORTHEAST END OF A DIRT CUT, ON A SMALL KNOLL, 27 FEET
 BT1259'NORTHWEST OF THE TRACK, AND ABOUT 3 FEET HIGHER THAN THE TRACK,
 BT1259'AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1216 ***********************************************************************
 DH1216  DESIGNATION -  E 240
 DH1216  PID         -  DH1216
 DH1216  STATE/COUNTY-  AL/JEFFERSON
 DH1216  USGS QUAD   -  LEEDS (1978)
 DH1216
 DH1216                         *CURRENT SURVEY CONTROL
 DH1216  ___________________________________________________________________
 DH1216* NAD 83(1986)-  33 36 45.     (N)    086 35 15.     (W)     SCALED    
 DH1216* NAVD 88     -       253.580  (meters)     831.95   (feet)  ADJUSTED  
 DH1216  ___________________________________________________________________
 DH1216  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1216  DYNAMIC HT  -         253.298 (meters)     831.03  (feet)  COMP
 DH1216  MODELED GRAV-     979,518.7   (mgal)                       NAVD 88
 DH1216
 DH1216  VERT ORDER  -  FIRST     CLASS II
 DH1216
 DH1216.The horizontal coordinates were scaled from a topographic map and have
 DH1216.an estimated accuracy of +/- 6 seconds.
 DH1216
 DH1216.The orthometric height was determined by differential leveling
 DH1216.and adjusted by the National Geodetic Survey in June 1991..
 DH1216
 DH1216.The geoid height was determined by GEOID03.
 DH1216
 DH1216.The dynamic height is computed by dividing the NAVD 88
 DH1216.geopotential number by the normal gravity value computed on the
 DH1216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1216.degrees latitude (g = 980.6199 gals.).
 DH1216
 DH1216.The modeled gravity was interpolated from observed gravity values.
 DH1216
 DH1216;                    North         East    Units  Estimated Accuracy
 DH1216;SPC AL W     -   400,910.      684,680.      MT  (+/- 180 meters Scaled)
 DH1216
 DH1216                          SUPERSEDED SURVEY CONTROL
 DH1216
 DH1216.No superseded survey control is available for this station.
 DH1216
 DH1216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC382192(NAD 83)
 DH1216_MARKER: DB = BENCH MARK DISK
 DH1216_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1216_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1216_STAMPING: E 240 1947
 DH1216_PROJECTION: PROJECTING 4 CENTIMETERS
 DH1216_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1216+STABILITY: SURFACE MOTION
 DH1216
 DH1216  HISTORY     - Date     Condition        Report By
 DH1216  HISTORY     - 1947     MONUMENTED       CGS
 DH1216  HISTORY     - 1980     GOOD             NGS
 DH1216
 DH1216                          STATION DESCRIPTION
 DH1216
 DH1216'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1216'1.9 MI SE FROM TRUSSVILLE.
 DH1216'ABOUT 1.9 MILES SOUTHEAST ALONG A DIRT ROAD LEADING TO ROPER FROM THE
 DH1216'GRAMMAR SCHOOL AT TRUSSVILLE, 0.9 MILE EAST OF THE JUNCTION WITH A
 DH1216'ROAD LEADING SOUTH TO QUEENSTOWN, 1.0 MILE NORTH OF THE SEABOARD AIR
 DH1216'LINE RAILWAY CROSSING AT ROPER, AT THE RESIDENCE OF R.L. TORSTENSON,
 DH1216'69 FEET WEST OF THE NORTHWEST CORNER OF THE HOUSE, 27 FEET WEST OF THE
 DH1216'CENTER LINE OF THE DRIVEWAY, 21 FEET SOUTHEAST OF AND ABOUT 2 FEET
 DH1216'BELOW THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTHWEST OF A WHITE
 DH1216'WOODEN WITNESS POST AND IN THE TOP OF A CONCRETE POST PROJECTING
 DH1216'5-INCHES.
 DH1216
 DH1216                          STATION RECOVERY (1980)
 DH1216
 DH1216'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH1216'ONE CHANGE, THE MARK IS NOW 15.25 METERS (50.0 FEET) SOUTHEAST OF THE
 DH1216'CENTER LINE OF COUNTY ROAD 10.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0143 ***********************************************************************
 DH0143  DESIGNATION -  E 241
 DH0143  PID         -  DH0143
 DH0143  STATE/COUNTY-  AL/ST CLAIR
 DH0143  USGS QUAD   -  SPRINGVILLE (1978)
 DH0143
 DH0143                         *CURRENT SURVEY CONTROL
 DH0143  ___________________________________________________________________
 DH0143* NAD 83(1986)-  33 46 50.     (N)    086 27 02.     (W)     SCALED    
 DH0143* NAVD 88     -       221.803  (meters)     727.70   (feet)  ADJUSTED  
 DH0143  ___________________________________________________________________
 DH0143  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH0143  DYNAMIC HT  -         221.559 (meters)     726.90  (feet)  COMP
 DH0143  MODELED GRAV-     979,529.6   (mgal)                       NAVD 88
 DH0143
 DH0143  VERT ORDER  -  SECOND    CLASS 0
 DH0143
 DH0143.The horizontal coordinates were scaled from a topographic map and have
 DH0143.an estimated accuracy of +/- 6 seconds.
 DH0143
 DH0143.The orthometric height was determined by differential leveling
 DH0143.and adjusted by the National Geodetic Survey in June 1991..
 DH0143
 DH0143.The geoid height was determined by GEOID03.
 DH0143
 DH0143.The dynamic height is computed by dividing the NAVD 88
 DH0143.geopotential number by the normal gravity value computed on the
 DH0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0143.degrees latitude (g = 980.6199 gals.).
 DH0143
 DH0143.The modeled gravity was interpolated from observed gravity values.
 DH0143
 DH0143;                    North         East    Units  Estimated Accuracy
 DH0143;SPC AL E     -   363,940.      142,830.      MT  (+/- 180 meters Scaled)
 DH0143
 DH0143                          SUPERSEDED SURVEY CONTROL
 DH0143
 DH0143  NGVD 29 (??/??/92)  221.751  (m)          727.53   (f) ADJ UNCH    2 0
 DH0143
 DH0143.Superseded values are not recommended for survey control.
 DH0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0143.See file dsdata.txt to determine how the superseded data were derived.
 DH0143
 DH0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC508379(NAD 83)
 DH0143_MARKER: DB = BENCH MARK DISK
 DH0143_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0143_SP_SET: CULVERT
 DH0143_STAMPING: E 241 1947
 DH0143_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0143
 DH0143  HISTORY     - Date     Condition        Report By
 DH0143  HISTORY     - 1947     MONUMENTED       CGS
 DH0143
 DH0143                          STATION DESCRIPTION
 DH0143
 DH0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0143'1.3 MI NE FROM SPRINGVILLE.
 DH0143'ABOUT 1.3 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE POST OFFICE
 DH0143'AT SPRINGVILLE, 1.0 MILE NORTHEAST OF SPRINGVILLE HIGH SCHOOL, IN THE
 DH0143'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL OF AN 8 X 4 FOOT
 DH0143'CONCRETE BOX CULVERT, 14 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE
 DH0143'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0090 ***********************************************************************
 DH0090  DESIGNATION -  E 242
 DH0090  PID         -  DH0090
 DH0090  STATE/COUNTY-  AL/ST CLAIR
 DH0090  USGS QUAD   -  OHATCHEE (1949)
 DH0090
 DH0090                         *CURRENT SURVEY CONTROL
 DH0090  ___________________________________________________________________
 DH0090* NAD 83(1986)-  33 50 42.     (N)    086 04 40.     (W)     SCALED    
 DH0090* NAVD 88     -       151.323  (meters)     496.47   (feet)  ADJUSTED  
 DH0090  ___________________________________________________________________
 DH0090  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH0090  DYNAMIC HT  -         151.163 (meters)     495.94  (feet)  COMP
 DH0090  MODELED GRAV-     979,579.8   (mgal)                       NAVD 88
 DH0090
 DH0090  VERT ORDER  -  SECOND    CLASS 0
 DH0090
 DH0090.The horizontal coordinates were scaled from a topographic map and have
 DH0090.an estimated accuracy of +/- 6 seconds.
 DH0090
 DH0090.The orthometric height was determined by differential leveling
 DH0090.and adjusted by the National Geodetic Survey in June 1991..
 DH0090
 DH0090.The geoid height was determined by GEOID03.
 DH0090
 DH0090.The dynamic height is computed by dividing the NAVD 88
 DH0090.geopotential number by the normal gravity value computed on the
 DH0090.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0090.degrees latitude (g = 980.6199 gals.).
 DH0090
 DH0090.The modeled gravity was interpolated from observed gravity values.
 DH0090
 DH0090;                    North         East    Units  Estimated Accuracy
 DH0090;SPC AL E     -   370,940.      177,380.      MT  (+/- 180 meters Scaled)
 DH0090
 DH0090                          SUPERSEDED SURVEY CONTROL
 DH0090
 DH0090  NGVD 29 (??/??/92)  151.278  (m)          496.32   (f) ADJ UNCH    2 0
 DH0090
 DH0090.Superseded values are not recommended for survey control.
 DH0090.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0090.See file dsdata.txt to determine how the superseded data were derived.
 DH0090
 DH0090_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC853453(NAD 83)
 DH0090_MARKER: DB = BENCH MARK DISK
 DH0090_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0090_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0090_STAMPING: E 242 1947
 DH0090_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0090+STABILITY: SURFACE MOTION
 DH0090
 DH0090  HISTORY     - Date     Condition        Report By
 DH0090  HISTORY     - 1947     MONUMENTED       CGS
 DH0090
 DH0090                          STATION DESCRIPTION
 DH0090
 DH0090'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0090'0.85 MI W FROM GREENSPORT.
 DH0090'ABOUT 0.2 MILE NORTH ALONG A GRAVEL ROAD FROM THE BRIDGE OVER BEAVER
 DH0090'CREEK AT GREENSPORT, THENCE ABOUT 0.65 MILE WEST ALONG A GRAVEL ROAD,
 DH0090'AT THE JUNCTION OF A COUNTY ROAD LEADING NORTHWEST, AT J. W. TALLEY
 DH0090'GROCERY STORE, 30 FEET EAST OF THE NORTHEAST CORNER OF THE STORE, 19
 DH0090'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 51 FEET SOUTHEAST AND
 DH0090'ACROSS THE ROAD FROM A GASOLINE PUMP IN THE CENTER OF A TRIANGLE
 DH0090'FORMED BY THE ROADS AND A CUT-OFF ROAD CONNECTING THE TWO, 82 FEET
 DH0090'WEST OF THE SOUTH END OF A 36-INCH PIPE CULVERT UNDER THE EAST-WEST
 DH0090'ROAD, 3.5 FEET EAST OF THE NORTHEAST CORNER OF A SHED, ABOUT IN LINE
 DH0090'WITH THE ROAD NORTHWEST, 1.3 FEET NORTH OF A WHITE WOODEN WITNESS
 DH0090'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0090'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0068 ***********************************************************************
 DH0068  DESIGNATION -  E 243
 DH0068  PID         -  DH0068
 DH0068  STATE/COUNTY-  AL/ST CLAIR
 DH0068  USGS QUAD   -  STEELE (1972)
 DH0068
 DH0068                         *CURRENT SURVEY CONTROL
 DH0068  ___________________________________________________________________
 DH0068* NAD 83(1986)-  33 55 45.     (N)    086 12 49.     (W)     SCALED    
 DH0068* NAVD 88     -       181.537  (meters)     595.59   (feet)  ADJUSTED  
 DH0068  ___________________________________________________________________
 DH0068  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0068  DYNAMIC HT  -         181.342 (meters)     594.95  (feet)  COMP
 DH0068  MODELED GRAV-     979,558.3   (mgal)                       NAVD 88
 DH0068
 DH0068  VERT ORDER  -  SECOND    CLASS 0
 DH0068
 DH0068.The horizontal coordinates were scaled from a topographic map and have
 DH0068.an estimated accuracy of +/- 6 seconds.
 DH0068
 DH0068.The orthometric height was determined by differential leveling
 DH0068.and adjusted by the National Geodetic Survey in June 1991..
 DH0068
 DH0068.The geoid height was determined by GEOID03.
 DH0068
 DH0068.The dynamic height is computed by dividing the NAVD 88
 DH0068.geopotential number by the normal gravity value computed on the
 DH0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0068.degrees latitude (g = 980.6199 gals.).
 DH0068
 DH0068.The modeled gravity was interpolated from observed gravity values.
 DH0068
 DH0068;                    North         East    Units  Estimated Accuracy
 DH0068;SPC AL E     -   380,310.      164,840.      MT  (+/- 180 meters Scaled)
 DH0068
 DH0068                          SUPERSEDED SURVEY CONTROL
 DH0068
 DH0068  NGVD 29 (??/??/92)  181.502  (m)          595.48   (f) ADJ UNCH    2 0
 DH0068
 DH0068.Superseded values are not recommended for survey control.
 DH0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0068.See file dsdata.txt to determine how the superseded data were derived.
 DH0068
 DH0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC726545(NAD 83)
 DH0068_MARKER: DB = BENCH MARK DISK
 DH0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0068_STAMPING: E 243 1947
 DH0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0068+STABILITY: SURFACE MOTION
 DH0068
 DH0068  HISTORY     - Date     Condition        Report By
 DH0068  HISTORY     - 1947     MONUMENTED       CGS
 DH0068
 DH0068                          STATION DESCRIPTION
 DH0068
 DH0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0068'0.65 MI SW FROM STEELE.
 DH0068'ABOUT 0.65 MILE SOUTHWEST ALONG U.S. HIGHWAY 11 ALTERNATE FROM THE
 DH0068'POST OFFICE AT STEELE, AT THE RESIDENCE OF HOLLIS BEASON, 93 FEET
 DH0068'NORTHEAST OF THE EAST CORNER OF THE HOUSE, 34 FEET NORTHWEST OF AND
 DH0068'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY, 20 FEET NORTH OF THE
 DH0068'CENTER LINE OF THE DRIVEWAY, 19 FEET WEST OF THE CENTER OF THE
 DH0068'NORTHWEST HEADWALL OF A 24 INCH PIPE CULVERT, 1 FOOT SOUTHEAST OF A
 DH0068'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 DH0068'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1183 ***********************************************************************
 EE1183  DESIGNATION -  E 244
 EE1183  PID         -  EE1183
 EE1183  STATE/COUNTY-  AL/CHEROKEE
 EE1183  USGS QUAD   -  LITTLE RIVER (1986)
 EE1183
 EE1183                         *CURRENT SURVEY CONTROL
 EE1183  ___________________________________________________________________
 EE1183* NAD 83(1986)-  34 15 55.     (N)    085 41 24.     (W)     SCALED    
 EE1183* NAVD 88     -       186.738  (meters)     612.66   (feet)  ADJUSTED  
 EE1183  ___________________________________________________________________
 EE1183  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE1183  DYNAMIC HT  -         186.547 (meters)     612.03  (feet)  COMP
 EE1183  MODELED GRAV-     979,606.6   (mgal)                       NAVD 88
 EE1183
 EE1183  VERT ORDER  -  SECOND    CLASS 0
 EE1183
 EE1183.The horizontal coordinates were scaled from a topographic map and have
 EE1183.an estimated accuracy of +/- 6 seconds.
 EE1183
 EE1183.The orthometric height was determined by differential leveling
 EE1183.and adjusted by the National Geodetic Survey in June 1991..
 EE1183
 EE1183.The geoid height was determined by GEOID03.
 EE1183
 EE1183.The dynamic height is computed by dividing the NAVD 88
 EE1183.geopotential number by the normal gravity value computed on the
 EE1183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1183.degrees latitude (g = 980.6199 gals.).
 EE1183
 EE1183.The modeled gravity was interpolated from observed gravity values.
 EE1183
 EE1183;                    North         East    Units  Estimated Accuracy
 EE1183;SPC AL E     -   417,540.      213,200.      MT  (+/- 180 meters Scaled)
 EE1183
 EE1183                          SUPERSEDED SURVEY CONTROL
 EE1183
 EE1183  NGVD 29 (??/??/92)  186.716  (m)          612.58   (f) ADJ UNCH    2 0
 EE1183
 EE1183.Superseded values are not recommended for survey control.
 EE1183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1183.See file dsdata.txt to determine how the superseded data were derived.
 EE1183
 EE1183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC206923(NAD 83)
 EE1183_MARKER: DB = BENCH MARK DISK
 EE1183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1183_STAMPING: E 244 1947
 EE1183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1183+STABILITY: SURFACE MOTION
 EE1183
 EE1183  HISTORY     - Date     Condition        Report By
 EE1183  HISTORY     - 1947     MONUMENTED       CGS
 EE1183  HISTORY     - 1966     MARK NOT FOUND   NGS
 EE1183
 EE1183                          STATION DESCRIPTION
 EE1183
 EE1183'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1183'2.8 MI NE FROM BLUE POND.
 EE1183'ABOUT 2.8 MILES NORTHEAST ALONG A COUNTY ROAD TO BLANCHE FROM
 EE1183'THE CROSSROADS AT BLUE POND, ABOUT 1.05 MILES SOUTHWEST OF
 EE1183'LITTLE RIVER BAPTIST CHURCH AND THE JUNCTION OF A ROAD SOUTH,
 EE1183'ABOUT 0.35 MILE NORTHEAST OF A 30-FOOT CONCRETE AND STEEL
 EE1183'BRIDGE OVER WOLF CREEK, SET IN THE YARD OF A FARM OWNED BY
 EE1183'G.E.W. SMITH, 87 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE
 EE1183'IMITATION BRICK HOUSE, 27 FEET SOUTHEAST OF THE CENTER LINE OF
 EE1183'THE ROAD, 46 FEET SOUTHWEST OF THE CENTER LINE OF THE DRIVE WAY,
 EE1183'IN LINE WITH THE SOUTHWEST SIDE OF THE HOUSE, 36 FEET WEST OF A
 EE1183'20-INCH OAK TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 EE1183'3 FEET ABOVE THE ROAD, AND SET IN THE TOP OF A CONCRETE POST
 EE1183'PROJECTING 5 INCHES.  NOTE-- MARK IS ABOUT 0.15 MILE NORTHEAST
 EE1183'OF A SMALL CEMETERY ON NORTHWEST SIDE OF ROAD.
 EE1183
 EE1183                          STATION RECOVERY (1966)
 EE1183
 EE1183'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EE1183'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1367 ***********************************************************************
 DG1367  DESIGNATION -  E 245
 DG1367  PID         -  DG1367
 DG1367  STATE/COUNTY-  AL/CLEBURNE
 DG1367  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG1367
 DG1367                         *CURRENT SURVEY CONTROL
 DG1367  ___________________________________________________________________
 DG1367* NAD 83(1986)-  33 56 57.     (N)    085 23 58.     (W)     SCALED    
 DG1367* NAVD 88     -       284.059  (meters)     931.95   (feet)  ADJUSTED  
 DG1367  ___________________________________________________________________
 DG1367  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1367  DYNAMIC HT  -         283.757 (meters)     930.96  (feet)  COMP
 DG1367  MODELED GRAV-     979,565.7   (mgal)                       NAVD 88
 DG1367
 DG1367  VERT ORDER  -  FIRST     CLASS II
 DG1367
 DG1367.The horizontal coordinates were scaled from a topographic map and have
 DG1367.an estimated accuracy of +/- 6 seconds.
 DG1367
 DG1367.The orthometric height was determined by differential leveling
 DG1367.and adjusted by the National Geodetic Survey in June 1991..
 DG1367
 DG1367.The geoid height was determined by GEOID03.
 DG1367
 DG1367.The dynamic height is computed by dividing the NAVD 88
 DG1367.geopotential number by the normal gravity value computed on the
 DG1367.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1367.degrees latitude (g = 980.6199 gals.).
 DG1367
 DG1367.The modeled gravity was interpolated from observed gravity values.
 DG1367
 DG1367;                    North         East    Units  Estimated Accuracy
 DG1367;SPC AL E     -   382,550.      240,110.      MT  (+/- 180 meters Scaled)
 DG1367
 DG1367                          SUPERSEDED SURVEY CONTROL
 DG1367
 DG1367  NGVD 29 (??/??/92)  283.982  (m)          931.70   (f) ADJ UNCH    1 2
 DG1367
 DG1367.Superseded values are not recommended for survey control.
 DG1367.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1367.See file dsdata.txt to determine how the superseded data were derived.
 DG1367
 DG1367_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC479576(NAD 83)
 DG1367_MARKER: DB = BENCH MARK DISK
 DG1367_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1367_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1367_STAMPING: E 245 1948
 DG1367_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1367+STABILITY: SURFACE MOTION
 DG1367
 DG1367  HISTORY     - Date     Condition        Report By
 DG1367  HISTORY     - 1948     MONUMENTED       CGS
 DG1367  HISTORY     - 1980     GOOD             NGS
 DG1367
 DG1367                          STATION DESCRIPTION
 DG1367
 DG1367'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1367'0.4 MI W FROM ESOM.
 DG1367'ABOUT 0.45 MILE WEST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 DG1367'STATION AT ESOM, AT THE FIRST ROAD CROSSING WEST OF THE
 DG1367'ALABAMA-GEORGIA STATE LINE, ABOUT 0.2 MILE WEST OF MILE POST 641,
 DG1367'27.2 FEET SOUTH OF THE SOUTH RAIL, 27.5 FEET WEST OF THE CENTER
 DG1367'LINE OF THE ROAD, 6 FEET EAST OF A TELEGRAPH POLE, 2 FEET WEST
 DG1367'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE TRACK, AND
 DG1367'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DG1367
 DG1367                          STATION RECOVERY (1980)
 DG1367
 DG1367'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DG1367'NOTE-ONE CHANGE, A NEW POWER POLE IS NOW AT THIS LOCATION, ADD
 DG1367'2.13 METERS (7.0 FEET) EAST OF NEW POWER POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1343 ***********************************************************************
 DG1343  DESIGNATION -  E 246
 DG1343  PID         -  DG1343
 DG1343  STATE/COUNTY-  AL/CLEBURNE
 DG1343  USGS QUAD   -  OAK LEVEL (1983)
 DG1343
 DG1343                         *CURRENT SURVEY CONTROL
 DG1343  ___________________________________________________________________
 DG1343* NAD 83(1986)-  33 45 55.     (N)    085 25 37.     (W)     SCALED    
 DG1343* NAVD 88     -       292.875  (meters)     960.87   (feet)  ADJUSTED  
 DG1343  ___________________________________________________________________
 DG1343  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1343  DYNAMIC HT  -         292.557 (meters)     959.83  (feet)  COMP
 DG1343  MODELED GRAV-     979,542.9   (mgal)                       NAVD 88
 DG1343
 DG1343  VERT ORDER  -  SECOND    CLASS 0
 DG1343
 DG1343.The horizontal coordinates were scaled from a topographic map and have
 DG1343.an estimated accuracy of +/- 6 seconds.
 DG1343
 DG1343.The orthometric height was determined by differential leveling
 DG1343.and adjusted by the National Geodetic Survey in June 1991..
 DG1343
 DG1343.The geoid height was determined by GEOID03.
 DG1343
 DG1343.The dynamic height is computed by dividing the NAVD 88
 DG1343.geopotential number by the normal gravity value computed on the
 DG1343.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1343.degrees latitude (g = 980.6199 gals.).
 DG1343
 DG1343.The modeled gravity was interpolated from observed gravity values.
 DG1343
 DG1343;                    North         East    Units  Estimated Accuracy
 DG1343;SPC AL E     -   362,140.      237,650.      MT  (+/- 180 meters Scaled)
 DG1343
 DG1343                          SUPERSEDED SURVEY CONTROL
 DG1343
 DG1343  NGVD 29 (??/??/92)  292.808  (m)          960.65   (f) ADJ UNCH    2 0
 DG1343
 DG1343.Superseded values are not recommended for survey control.
 DG1343.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1343.See file dsdata.txt to determine how the superseded data were derived.
 DG1343
 DG1343_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC456372(NAD 83)
 DG1343_MARKER: DB = BENCH MARK DISK
 DG1343_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1343_SP_SET: BRIDGE WALL
 DG1343_STAMPING: E 246 1948
 DG1343_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1343
 DG1343  HISTORY     - Date     Condition        Report By
 DG1343  HISTORY     - 1948     MONUMENTED       CGS
 DG1343  HISTORY     - 1964     GOOD             NGS
 DG1343
 DG1343                          STATION DESCRIPTION
 DG1343
 DG1343'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1343'2.6 MI N FROM FRUITHURST.
 DG1343'ABOUT 2.65 MILES NORTH ALONG THE OAK LEVEL HIGHWAY FROM THE
 DG1343'POST OFFICE AT FRUITHURST, ABOUT 0.35 MILE SOUTH OF THE BRIDGE
 DG1343'OVER MUSCADINE CREEK, IN THE TOP OF THE SOUTH END OF THE SOUTH
 DG1343'WING WALL AT THE SOUTHWEST END OF A 27-FOOT CONCRETE BRIDGE
 DG1343'OVER A CREEK, 12 FEET SOUTHEAST OF THE CENTER LINE OF THE
 DG1343'HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
 DG1343
 DG1343                          STATION RECOVERY (1964)
 DG1343
 DG1343'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 DG1343'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DE8127 ***********************************************************************
 DE8127  DESIGNATION -  E 246 RESET
 DE8127  PID         -  DE8127
 DE8127  STATE/COUNTY-  AL/CLEBURNE
 DE8127  USGS QUAD   -  OAK LEVEL (1983)
 DE8127
 DE8127                         *CURRENT SURVEY CONTROL
 DE8127  ___________________________________________________________________
 DE8127* NAD 83(1986)-  33 45 55.     (N)    085 25 37.     (W)     SCALED    
 DE8127* NAVD 88     -       292.85   (meters)     960.8    (feet)  RESET     
 DE8127  ___________________________________________________________________
 DE8127  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DE8127
 DE8127  VERT ORDER  -  THIRD
 DE8127
 DE8127.The horizontal coordinates were scaled from a topographic map and have
 DE8127.an estimated accuracy of +/- 6 seconds.
 DE8127
 DE8127.The orthometric height was computed from unverified reset data.
 DE8127.No vertical observational check was made to the station.
 DE8127
 DE8127.The geoid height was determined by GEOID03.
 DE8127
 DE8127;                    North         East    Units  Estimated Accuracy
 DE8127;SPC AL E     -   362,140.      237,650.      MT  (+/- 180 meters Scaled)
 DE8127
 DE8127                          SUPERSEDED SURVEY CONTROL
 DE8127
 DE8127.No superseded survey control is available for this station.
 DE8127
 DE8127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC456372(NAD 83)
 DE8127_MARKER: DV = VERTICAL CONTROL DISK
 DE8127_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 DE8127_SP_SET: PARAPET WALL
 DE8127_STAMPING: E 246 RESET 2000
 DE8127_MARK LOGO: NGS   
 DE8127_MAGNETIC: N = NO MAGNETIC MATERIAL
 DE8127_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DE8127
 DE8127  HISTORY     - Date     Condition        Report By
 DE8127  HISTORY     - 2000     MONUMENTED       LOCENG
 DE8127
 DE8127                          STATION DESCRIPTION
 DE8127
 DE8127'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 2000 (SWR)
 DE8127'2.6 MILES (4.2 KM) NORTH FROM FRUITHURST.  ABOUT 2.65 MILES (4.26 KM)
 DE8127'NORTH ALONG THE OAK LEVEL HIGHWAY FROM THE POST OFFICE AT FRUITHURST,
 DE8127'ABOUT 0.35 MILE (0.56 KM) SOUTH OF THE BRIDGE OVER MUSCADINE CREEK, IN
 DE8127'THE SOUTHEAST CORNER OF CULVERT, IN PARAPET WALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2014 ***********************************************************************
 DG2014  DESIGNATION -  E 247
 DG2014  PID         -  DG2014
 DG2014  STATE/COUNTY-  AL/CALHOUN
 DG2014  USGS QUAD   -  JACKSONVILLE EAST (1983)
 DG2014
 DG2014                         *CURRENT SURVEY CONTROL
 DG2014  ___________________________________________________________________
 DG2014* NAD 83(1986)-  33 47 55.     (N)    085 43 01.     (W)     SCALED    
 DG2014* NAVD 88     -       327.795  (meters)    1075.44   (feet)  ADJUSTED  
 DG2014  ___________________________________________________________________
 DG2014  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG2014  DYNAMIC HT  -         327.445 (meters)    1074.29  (feet)  COMP
 DG2014  MODELED GRAV-     979,558.8   (mgal)                       NAVD 88
 DG2014
 DG2014  VERT ORDER  -  SECOND    CLASS 0
 DG2014
 DG2014.The horizontal coordinates were scaled from a topographic map and have
 DG2014.an estimated accuracy of +/- 6 seconds.
 DG2014
 DG2014.The orthometric height was determined by differential leveling
 DG2014.and adjusted by the National Geodetic Survey in June 1991..
 DG2014
 DG2014.The geoid height was determined by GEOID03.
 DG2014
 DG2014.The dynamic height is computed by dividing the NAVD 88
 DG2014.geopotential number by the normal gravity value computed on the
 DG2014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2014.degrees latitude (g = 980.6199 gals.).
 DG2014
 DG2014.The modeled gravity was interpolated from observed gravity values.
 DG2014
 DG2014;                    North         East    Units  Estimated Accuracy
 DG2014;SPC AL E     -   365,770.      210,780.      MT  (+/- 180 meters Scaled)
 DG2014
 DG2014                          SUPERSEDED SURVEY CONTROL
 DG2014
 DG2014  NGVD 29 (??/??/92)  327.720  (m)         1075.19   (f) ADJ UNCH    2 0
 DG2014
 DG2014.Superseded values are not recommended for survey control.
 DG2014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2014.See file dsdata.txt to determine how the superseded data were derived.
 DG2014
 DG2014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC187405(NAD 83)
 DG2014_MARKER: DB = BENCH MARK DISK
 DG2014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2014_STAMPING: E 247 1948
 DG2014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2014+STABILITY: SURFACE MOTION
 DG2014
 DG2014  HISTORY     - Date     Condition        Report By
 DG2014  HISTORY     - 1948     MONUMENTED       CGS
 DG2014
 DG2014                          STATION DESCRIPTION
 DG2014
 DG2014'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2014'2.2 MI E FROM WHITES GAP.
 DG2014'ABOUT 2.15 MILES EAST ALONG A ROAD TO RABBITTOWN FROM THE CHURCH
 DG2014'AND SCHOOL AT WHITES GAP, ABOUT 0.3 MILE SOUTHWEST OF THE
 DG2014'JUNCTION OF A ROAD LEADING WEST AND UP HILL (ALSO END OF BLACK
 DG2014'TOP ROAD), ABOUT 0.35 MILE NORTHEAST OF THE TOP OF A GRADE, 28
 DG2014'FEET SOUTHEAST OF THE CENTER LINE OF THE BLACK TOP ROAD, 48 FEET
 DG2014'SOUTHEAST AND ACROSS THE ROAD FROM TELEPHONE POLE NO. 1549, 166
 DG2014'FEET SOUTH OF THE CENTER OF THE CROSSING OF THE TELEPHONE LINE AND
 DG2014'THE ROAD, 10 FEET NORTH OF THE CENTER LINE OF A WOODS TRAIL, 1
 DG2014'FOOT SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 DG2014'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DG2014'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2017 ***********************************************************************
 DG2017  DESIGNATION -  E 248
 DG2017  PID         -  DG2017
 DG2017  STATE/COUNTY-  AL/CALHOUN
 DG2017  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG2017
 DG2017                         *CURRENT SURVEY CONTROL
 DG2017  ___________________________________________________________________
 DG2017* NAD 83(1986)-  33 46 41.     (N)    085 45 11.     (W)     SCALED    
 DG2017* NAVD 88     -       224.321  (meters)     735.96   (feet)  ADJUSTED  
 DG2017  ___________________________________________________________________
 DG2017  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG2017  DYNAMIC HT  -         224.081 (meters)     735.17  (feet)  COMP
 DG2017  MODELED GRAV-     979,559.5   (mgal)                       NAVD 88
 DG2017
 DG2017  VERT ORDER  -  SECOND    CLASS 0
 DG2017
 DG2017.The horizontal coordinates were scaled from a topographic map and have
 DG2017.an estimated accuracy of +/- 6 seconds.
 DG2017
 DG2017.The orthometric height was determined by differential leveling
 DG2017.and adjusted by the National Geodetic Survey in June 1991..
 DG2017
 DG2017.The geoid height was determined by GEOID03.
 DG2017
 DG2017.The dynamic height is computed by dividing the NAVD 88
 DG2017.geopotential number by the normal gravity value computed on the
 DG2017.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2017.degrees latitude (g = 980.6199 gals.).
 DG2017
 DG2017.The modeled gravity was interpolated from observed gravity values.
 DG2017
 DG2017;                    North         East    Units  Estimated Accuracy
 DG2017;SPC AL E     -   363,490.      207,440.      MT  (+/- 180 meters Scaled)
 DG2017
 DG2017                          SUPERSEDED SURVEY CONTROL
 DG2017
 DG2017  NGVD 29 (??/??/92)  224.244  (m)          735.71   (f) ADJ UNCH    2 0
 DG2017
 DG2017.Superseded values are not recommended for survey control.
 DG2017.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2017.See file dsdata.txt to determine how the superseded data were derived.
 DG2017
 DG2017_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC154382(NAD 83)
 DG2017_MARKER: DB = BENCH MARK DISK
 DG2017_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2017_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2017_STAMPING: E 248 1948
 DG2017_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2017+STABILITY: SURFACE MOTION
 DG2017
 DG2017  HISTORY     - Date     Condition        Report By
 DG2017  HISTORY     - 1948     MONUMENTED       CGS
 DG2017
 DG2017                          STATION DESCRIPTION
 DG2017
 DG2017'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2017'0.8 MI FROM WHITES GAP.
 DG2017'ABOUT 0.8 MILE WEST ALONG A BLACK TOP ROAD FROM THE CHURCH AND
 DG2017'SCHOOL AT WHITES GAP, ABOUT 0.6 MILE EAST OF THE JUNCTION OF
 DG2017'STATE HIGHWAY 11, ABOUT 0.35 MILE EAST OF A 30-FOOT BRIDGE OVER
 DG2017'A CREEK, AT THE JUNCTION OF A ROAD LEADING NORTHEAST TO A GROUP
 DG2017'OF FARMS, 17 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP
 DG2017'ROAD, 19 FEET SOUTHEAST OF THE PROLONGED CENTER LINE OF THE ROAD
 DG2017'TO FARMS, 5 FEET SOUTH-SOUTHWEST OF A POWER POLE, 1 FOOT NORTH OF
 DG2017'A PASTURE FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1
 DG2017'FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DG2017'PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 2.6 MILES SOUTH ALONG
 DG2017'STATE HIGHWAY 11 FROM THE POST OFFICE AT JACKSONVILLE, THENCE ABOUT
 DG2017'0.6 MILE EAST ALONG A BLACK TOP ROAD LEADING TO WHITES GAP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1854 ***********************************************************************
 DG1854  DESIGNATION -  E 249
 DG1854  PID         -  DG1854
 DG1854  STATE/COUNTY-  AL/CLEBURNE
 DG1854  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1854
 DG1854                         *CURRENT SURVEY CONTROL
 DG1854  ___________________________________________________________________
 DG1854* NAD 83(1986)-  33 33 54.     (N)    085 41 40.     (W)     SCALED    
 DG1854* NAVD 88     -       329.218  (meters)    1080.11   (feet)  ADJUSTED  
 DG1854  ___________________________________________________________________
 DG1854  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG1854  DYNAMIC HT  -         328.848 (meters)    1078.90  (feet)  COMP
 DG1854  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 DG1854
 DG1854  VERT ORDER  -  SECOND    CLASS 0
 DG1854
 DG1854.The horizontal coordinates were scaled from a topographic map and have
 DG1854.an estimated accuracy of +/- 6 seconds.
 DG1854
 DG1854.The orthometric height was determined by differential leveling
 DG1854.and adjusted by the National Geodetic Survey in June 1991..
 DG1854
 DG1854.The geoid height was determined by GEOID03.
 DG1854
 DG1854.The dynamic height is computed by dividing the NAVD 88
 DG1854.geopotential number by the normal gravity value computed on the
 DG1854.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1854.degrees latitude (g = 980.6199 gals.).
 DG1854
 DG1854.The modeled gravity was interpolated from observed gravity values.
 DG1854
 DG1854;                    North         East    Units  Estimated Accuracy
 DG1854;SPC AL E     -   339,870.      212,900.      MT  (+/- 180 meters Scaled)
 DG1854
 DG1854                          SUPERSEDED SURVEY CONTROL
 DG1854
 DG1854  NGVD 29 (??/??/92)  329.141  (m)         1079.86   (f) ADJ UNCH    2 0
 DG1854
 DG1854.Superseded values are not recommended for survey control.
 DG1854.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1854.See file dsdata.txt to determine how the superseded data were derived.
 DG1854
 DG1854_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC211146(NAD 83)
 DG1854_MARKER: DB = BENCH MARK DISK
 DG1854_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1854_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1854_STAMPING: E 249 1948
 DG1854_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1854+STABILITY: SURFACE MOTION
 DG1854
 DG1854  HISTORY     - Date     Condition        Report By
 DG1854  HISTORY     - 1948     MONUMENTED       CGS
 DG1854
 DG1854                          STATION DESCRIPTION
 DG1854
 DG1854'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1854'5.6 MI W FROM CHULAFINNEE.
 DG1854'ABOUT 3.7 MILES NORTHWEST ALONG STATE HIGHWAY 37 FROM THE
 DG1854'BAPTIST CHURCH AT CHULAFINNEE, THENCE ABOUT 1.95 MILES SOUTHWEST
 DG1854'ALONG A ROAD LEADING TO HORSEBLOCK MOUNTAIN FIRE TOWER, ABOUT
 DG1854'1.15 MILES NORTHEAST OF THE FIRE TOWER, ABOUT 0.3 MILE SOUTH AND
 DG1854'UP HILL FROM A STONE MASONRY BRIDGE, AT THE SOUTH END OF A CURVE
 DG1854'WITH TANGENTS NORTHWEST AND SOUTH, ABOUT 0.1 MILE NORTH OF A
 DG1854'DEEP CUT THROUGH A RIDGE, 25 FEET EAST OF THE CENTER LINE OF THE
 DG1854'ROAD, 8.5 FEET NORTHWEST OF A 12-INCH TRIANGULAR BLAZED BLACK
 DG1854'JACK OAK TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 DG1854'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DG1854'PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE
 DG1854'CHURCH AND CEMETERY AT ABLE BY GOING ABOUT 0.35 MILE NORTHWEST
 DG1854'ALONG A GRAVEL ROAD, THENCE ABOUT 2.75 MILES NORTHEAST ALONG A
 DG1854'ROAD LEADING TO STATE HIGHWAY 37 VIA HORSEBLOCK MOUNTAIN TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1232 ***********************************************************************
 BT1232  DESIGNATION -  E 25
 BT1232  PID         -  BT1232
 BT1232  STATE/COUNTY-  AL/DALE
 BT1232  USGS QUAD   -  OZARK (1981)
 BT1232
 BT1232                         *CURRENT SURVEY CONTROL
 BT1232  ___________________________________________________________________
 BT1232* NAD 83(1986)-  31 27 39.     (N)    085 38 02.     (W)     SCALED    
 BT1232* NAVD 88     -       124.803  (meters)     409.46   (feet)  ADJUSTED  
 BT1232  ___________________________________________________________________
 BT1232  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BT1232  DYNAMIC HT  -         124.652 (meters)     408.96  (feet)  COMP
 BT1232  MODELED GRAV-     979,431.1   (mgal)                       NAVD 88
 BT1232
 BT1232  VERT ORDER  -  SECOND    CLASS 0
 BT1232
 BT1232.The horizontal coordinates were scaled from a topographic map and have
 BT1232.an estimated accuracy of +/- 6 seconds.
 BT1232
 BT1232.The orthometric height was determined by differential leveling
 BT1232.and adjusted by the National Geodetic Survey in June 1991..
 BT1232
 BT1232.The geoid height was determined by GEOID03.
 BT1232
 BT1232.The dynamic height is computed by dividing the NAVD 88
 BT1232.geopotential number by the normal gravity value computed on the
 BT1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1232.degrees latitude (g = 980.6199 gals.).
 BT1232
 BT1232.The modeled gravity was interpolated from observed gravity values.
 BT1232
 BT1232;                    North         East    Units  Estimated Accuracy
 BT1232;SPC AL E     -   106,540.      218,960.      MT  (+/- 180 meters Scaled)
 BT1232
 BT1232                          SUPERSEDED SURVEY CONTROL
 BT1232
 BT1232  NGVD 29 (??/??/92)  124.838  (m)          409.57   (f) ADJ UNCH    2 0
 BT1232
 BT1232.Superseded values are not recommended for survey control.
 BT1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1232.See file dsdata.txt to determine how the superseded data were derived.
 BT1232
 BT1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV297814(NAD 83)
 BT1232_MARKER: DB = BENCH MARK DISK
 BT1232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1232_STAMPING: E 25 1934
 BT1232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1232+STABILITY: SURFACE MOTION
 BT1232
 BT1232  HISTORY     - Date     Condition        Report By
 BT1232  HISTORY     - 1934     MONUMENTED       CGS
 BT1232  HISTORY     - 1965     MARK NOT FOUND   DMA
 BT1232
 BT1232                          STATION DESCRIPTION
 BT1232
 BT1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1232'AT OZARK.
 BT1232'AT OZARK, DALE COUNTY, ON THE ATLANTIC COAST LINE RAILROAD, AT THE
 BT1232'STATION, 59 RAILS WEST OF MILEPOST S 319, IN THE SOUTHEAST CORNER
 BT1232'OF A RAILROAD FLOWER GARDEN, AND 25 FEET SOUTH OF THE MAIN TRACK.
 BT1232'A STANDARD DISK, STAMPED E 25 1934 AND SET IN THE TOP OF A CONCRETE
 BT1232'POST.
 BT1232
 BT1232                          STATION RECOVERY (1965)
 BT1232
 BT1232'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1232'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1628 ***********************************************************************
 DG1628  DESIGNATION -  E 250
 DG1628  PID         -  DG1628
 DG1628  STATE/COUNTY-  AL/CLAY
 DG1628  USGS QUAD   -  LINEVILLE WEST (1980)
 DG1628
 DG1628                         *CURRENT SURVEY CONTROL
 DG1628  ___________________________________________________________________
 DG1628* NAD 83(1986)-  33 19 31.     (N)    085 46 05.     (W)     SCALED    
 DG1628* NAVD 88     -       326.126  (meters)    1069.97   (feet)  ADJUSTED  
 DG1628  ___________________________________________________________________
 DG1628  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1628  DYNAMIC HT  -         325.757 (meters)    1068.75  (feet)  COMP
 DG1628  MODELED GRAV-     979,497.5   (mgal)                       NAVD 88
 DG1628
 DG1628  VERT ORDER  -  SECOND    CLASS 0
 DG1628
 DG1628.The horizontal coordinates were scaled from a topographic map and have
 DG1628.an estimated accuracy of +/- 6 seconds.
 DG1628
 DG1628.The orthometric height was determined by differential leveling
 DG1628.and adjusted by the National Geodetic Survey in June 1991..
 DG1628
 DG1628.The geoid height was determined by GEOID03.
 DG1628
 DG1628.The dynamic height is computed by dividing the NAVD 88
 DG1628.geopotential number by the normal gravity value computed on the
 DG1628.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1628.degrees latitude (g = 980.6199 gals.).
 DG1628
 DG1628.The modeled gravity was interpolated from observed gravity values.
 DG1628
 DG1628;                    North         East    Units  Estimated Accuracy
 DG1628;SPC AL E     -   313,270.      206,080.      MT  (+/- 180 meters Scaled)
 DG1628
 DG1628                          SUPERSEDED SURVEY CONTROL
 DG1628
 DG1628  NGVD 29 (??/??/92)  326.041  (m)         1069.69   (f) ADJ UNCH    2 0
 DG1628
 DG1628.Superseded values are not recommended for survey control.
 DG1628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1628.See file dsdata.txt to determine how the superseded data were derived.
 DG1628
 DG1628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB146880(NAD 83)
 DG1628_MARKER: DB = BENCH MARK DISK
 DG1628_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1628_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1628_STAMPING: E 250 1948
 DG1628_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1628+STABILITY: SURFACE MOTION
 DG1628
 DG1628  HISTORY     - Date     Condition        Report By
 DG1628  HISTORY     - 1948     MONUMENTED       CGS
 DG1628  HISTORY     - 1969     MARK NOT FOUND   USGS
 DG1628
 DG1628                          STATION DESCRIPTION
 DG1628
 DG1628'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1628'0.9 MI NW FROM LINEVILLE.
 DG1628'ABOUT 0.9 MILE NORTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 DG1628'FROM THE STATION AT LINEVILLE, ABOUT 0.1 MILE SOUTHEAST OF A
 DG1628'PUBLIC ROAD CROSSING, BETWEEN THE TRACK AND A ROAD PARALLELING
 DG1628'THE TRACK, 129 FEET SOUTH AND ACROSS THE ROAD FROM THE SOUTH
 DG1628'CORNER OF A GREEN ROOFED FARM HOUSE, 22 FEET NORTHEAST OF THE
 DG1628'NORTHEAST RAIL, 27 FEET SOUTHWEST OF THE CENTER LINE OF THE
 DG1628'ROAD, 48 FEET SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE,
 DG1628'2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 DG1628'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1628'3 INCHES.
 DG1628
 DG1628                          STATION RECOVERY (1969)
 DG1628
 DG1628'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DG1628'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1111 ***********************************************************************
 EE1111  DESIGNATION -  E 251
 EE1111  PID         -  EE1111
 EE1111  STATE/COUNTY-  AL/CHEROKEE
 EE1111  USGS QUAD   -  CENTRE (1986)
 EE1111
 EE1111                         *CURRENT SURVEY CONTROL
 EE1111  ___________________________________________________________________
 EE1111* NAD 83(1986)-  34 10 21.     (N)    085 39 08.     (W)     SCALED    
 EE1111* NAVD 88     -       173.270  (meters)     568.47   (feet)  ADJUSTED  
 EE1111  ___________________________________________________________________
 EE1111  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE1111  DYNAMIC HT  -         173.091 (meters)     567.88  (feet)  COMP
 EE1111  MODELED GRAV-     979,600.9   (mgal)                       NAVD 88
 EE1111
 EE1111  VERT ORDER  -  SECOND    CLASS 0
 EE1111
 EE1111.The horizontal coordinates were scaled from a topographic map and have
 EE1111.an estimated accuracy of +/- 6 seconds.
 EE1111
 EE1111.The orthometric height was determined by differential leveling
 EE1111.and adjusted by the National Geodetic Survey in June 1991..
 EE1111
 EE1111.The geoid height was determined by GEOID03.
 EE1111
 EE1111.The dynamic height is computed by dividing the NAVD 88
 EE1111.geopotential number by the normal gravity value computed on the
 EE1111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1111.degrees latitude (g = 980.6199 gals.).
 EE1111
 EE1111.The modeled gravity was interpolated from observed gravity values.
 EE1111
 EE1111;                    North         East    Units  Estimated Accuracy
 EE1111;SPC AL E     -   407,250.      216,700.      MT  (+/- 180 meters Scaled)
 EE1111
 EE1111                          SUPERSEDED SURVEY CONTROL
 EE1111
 EE1111  NGVD 29 (??/??/92)  173.232  (m)          568.35   (f) ADJ UNCH    2 0
 EE1111
 EE1111.Superseded values are not recommended for survey control.
 EE1111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1111.See file dsdata.txt to determine how the superseded data were derived.
 EE1111
 EE1111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC242821(NAD 83)
 EE1111_MARKER: DB = BENCH MARK DISK
 EE1111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1111_SP_SET: BRIDGE
 EE1111_STAMPING: E 251 1947
 EE1111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1111
 EE1111  HISTORY     - Date     Condition        Report By
 EE1111  HISTORY     - 1947     MONUMENTED       CGS
 EE1111
 EE1111                          STATION DESCRIPTION
 EE1111
 EE1111'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1111'2.1 MI NE FROM CENTRE.
 EE1111'ABOUT 2.1 MILES NORTHEAST ALONG STATE HIGHWAY 23 FROM THE COURT
 EE1111'HOUSE AT CENTRE, ABOUT 120 YARDS NORTHEAST OF THE JUNCTION OF
 EE1111'A SIDE ROAD SOUTHEAST, SET IN THE TOP OF THE NORTHEAST END OF THE
 EE1111'NORTHWEST HEAD WALL OF A 25-FOOT CONCRETE BRIDGE, 16.5 FEET
 EE1111'NORTHWEST OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE
 EE1111'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1462 ***********************************************************************
 EE1462  DESIGNATION -  E 252
 EE1462  PID         -  EE1462
 EE1462  STATE/COUNTY-  AL/CHEROKEE
 EE1462  USGS QUAD   -  MELSON (1982)
 EE1462
 EE1462                         *CURRENT SURVEY CONTROL
 EE1462  ___________________________________________________________________
 EE1462* NAD 83(1986)-  34 11 23.     (N)    085 27 25.     (W)     SCALED    
 EE1462* NAVD 88     -       177.343  (meters)     581.83   (feet)  ADJUSTED  
 EE1462  ___________________________________________________________________
 EE1462  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1462  DYNAMIC HT  -         177.159 (meters)     581.23  (feet)  COMP
 EE1462  MODELED GRAV-     979,599.3   (mgal)                       NAVD 88
 EE1462
 EE1462  VERT ORDER  -  SECOND    CLASS 0
 EE1462
 EE1462.The horizontal coordinates were scaled from a topographic map and have
 EE1462.an estimated accuracy of +/- 6 seconds.
 EE1462
 EE1462.The orthometric height was determined by differential leveling
 EE1462.and adjusted by the National Geodetic Survey in June 1991..
 EE1462
 EE1462.The geoid height was determined by GEOID03.
 EE1462
 EE1462.The dynamic height is computed by dividing the NAVD 88
 EE1462.geopotential number by the normal gravity value computed on the
 EE1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1462.degrees latitude (g = 980.6199 gals.).
 EE1462
 EE1462.The modeled gravity was interpolated from observed gravity values.
 EE1462
 EE1462;                    North         East    Units  Estimated Accuracy
 EE1462;SPC AL E     -   409,210.      234,690.      MT  (+/- 180 meters Scaled)
 EE1462
 EE1462                          SUPERSEDED SURVEY CONTROL
 EE1462
 EE1462  NGVD 29 (??/??/92)  177.291  (m)          581.66   (f) ADJ UNCH    2 0
 EE1462
 EE1462.Superseded values are not recommended for survey control.
 EE1462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1462.See file dsdata.txt to determine how the superseded data were derived.
 EE1462
 EE1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC421842(NAD 83)
 EE1462_MARKER: DB = BENCH MARK DISK
 EE1462_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1462_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1462_STAMPING: E 252 1947
 EE1462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1462+STABILITY: SURFACE MOTION
 EE1462
 EE1462  HISTORY     - Date     Condition        Report By
 EE1462  HISTORY     - 1947     MONUMENTED       CGS
 EE1462
 EE1462                          STATION DESCRIPTION
 EE1462
 EE1462'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1462'4.8 MI SE FROM ALEXIS.
 EE1462'ABOUT 1.8 MILES SOUTH ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 EE1462'ALEXIS, THENCE ABOUT 2.95 MILES EAST ALONG A ROAD LEADING VIA
 EE1462'STATE LINE BAPTIST CHURCH TO CEDAR CREEK BAPTIST CHURCH, ABOUT 0.4
 EE1462'MILE EAST OF CARPENTERS COTTON GIN, ABOUT 0.2 MILE EAST OF A
 EE1462'SMALL CEMETERY, 26 FEET NORTHWEST OF THE NORTH CORNER OF E.C.
 EE1462'MOORES STORE BUILDING, 20 FEET EAST OF THE EAST CORNER OF AN OLD
 EE1462'HOUSE, 18 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 21 FEET
 EE1462'NORTH OF A MULTIPLE-TRUNK ELM TREE, 3 FEET NORTHWEST OF A POWER
 EE1462'POLE, ABOUT 5 FEET SOUTHEAST OF A SHRUB, ABOUT LEVEL WITH THE
 EE1462'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1154 ***********************************************************************
 EE1154  DESIGNATION -  E 253
 EE1154  PID         -  EE1154
 EE1154  STATE/COUNTY-  AL/CHEROKEE
 EE1154  USGS QUAD   -  GAYLESVILLE (1986)
 EE1154
 EE1154                         *CURRENT SURVEY CONTROL
 EE1154  ___________________________________________________________________
 EE1154* NAD 83(1986)-  34 21 30.     (N)    085 35 33.     (W)     SCALED    
 EE1154* NAVD 88     -       216.722  (meters)     711.03   (feet)  ADJUSTED  
 EE1154  ___________________________________________________________________
 EE1154  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE1154  DYNAMIC HT  -         216.500 (meters)     710.30  (feet)  COMP
 EE1154  MODELED GRAV-     979,604.7   (mgal)                       NAVD 88
 EE1154
 EE1154  VERT ORDER  -  SECOND    CLASS 0
 EE1154
 EE1154.The horizontal coordinates were scaled from a topographic map and have
 EE1154.an estimated accuracy of +/- 6 seconds.
 EE1154
 EE1154.The orthometric height was determined by differential leveling
 EE1154.and adjusted by the National Geodetic Survey in June 1991..
 EE1154
 EE1154.The geoid height was determined by GEOID03.
 EE1154
 EE1154.The dynamic height is computed by dividing the NAVD 88
 EE1154.geopotential number by the normal gravity value computed on the
 EE1154.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1154.degrees latitude (g = 980.6199 gals.).
 EE1154
 EE1154.The modeled gravity was interpolated from observed gravity values.
 EE1154
 EE1154;                    North         East    Units  Estimated Accuracy
 EE1154;SPC AL E     -   427,880.      222,160.      MT  (+/- 180 meters Scaled)
 EE1154
 EE1154                          SUPERSEDED SURVEY CONTROL
 EE1154
 EE1154  NGVD 29 (??/??/92)  216.700  (m)          710.96   (f) ADJ UNCH    2 0
 EE1154
 EE1154.Superseded values are not recommended for survey control.
 EE1154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1154.See file dsdata.txt to determine how the superseded data were derived.
 EE1154
 EE1154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD294027(NAD 83)
 EE1154_MARKER: DB = BENCH MARK DISK
 EE1154_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1154_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1154_STAMPING: E 253 1948
 EE1154_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1154+STABILITY: SURFACE MOTION
 EE1154
 EE1154  HISTORY     - Date     Condition        Report By
 EE1154  HISTORY     - 1948     MONUMENTED       CGS
 EE1154  HISTORY     - 1965     MARK NOT FOUND   NGS
 EE1154
 EE1154                          STATION DESCRIPTION
 EE1154
 EE1154'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1154'1.2 MI SE FROM BLANCHE.
 EE1154'ABOUT 1.2 MILES SOUTHEAST ALONG A ROAD TO WATSON FROM THE
 EE1154'TENNESSEE, ALABAMA AND GEORGIA RAILWAY CROSSING AT BLANCHE,
 EE1154'ABOUT 0.4 MILE WEST OF THE JUNCTION OF A ROAD NORTH, ABOUT 0.3
 EE1154'MILE SOUTHEAST OF THE JUNCTION OF A ROAD NORTH, 0.1 MILE EAST
 EE1154'OF A FARM HOUSE, IN THE NORTHEAST ANGLE OF THE JUNCTION OF A
 EE1154'FIELD ROAD LEADING NORTHEAST AND PARALLELING A DITCH, 22 FEET
 EE1154'NORTH OF THE CENTER LINE OF THE ROAD, 28 FEET NORTHEAST OF
 EE1154'THE CENTER OF A SMALL WOODEN BRIDGE, 11 FEET SOUTHEAST OF THE
 EE1154'CENTER LINE OF THE FIELD ROAD, 1.5 FEET WEST OF A WHITE WOODEN
 EE1154'WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 EE1154'CONCRETE POST PROJECTING 3 INCHES.
 EE1154
 EE1154                          STATION RECOVERY (1965)
 EE1154
 EE1154'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 EE1154'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1776 ***********************************************************************
 DG1776  DESIGNATION -  E 254
 DG1776  PID         -  DG1776
 DG1776  STATE/COUNTY-  AL/CALHOUN
 DG1776  USGS QUAD   -  PIEDMONT (1983)
 DG1776
 DG1776                         *CURRENT SURVEY CONTROL
 DG1776  ___________________________________________________________________
 DG1776* NAD 83(1986)-  33 54 36.     (N)    085 32 26.     (W)     SCALED    
 DG1776* NAVD 88     -       216.908  (meters)     711.64   (feet)  ADJUSTED  
 DG1776  ___________________________________________________________________
 DG1776  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG1776  DYNAMIC HT  -         216.678 (meters)     710.88  (feet)  COMP
 DG1776  MODELED GRAV-     979,571.4   (mgal)                       NAVD 88
 DG1776
 DG1776  VERT ORDER  -  FIRST     CLASS II
 DG1776
 DG1776.The horizontal coordinates were scaled from a topographic map and have
 DG1776.an estimated accuracy of +/- 6 seconds.
 DG1776
 DG1776.The orthometric height was determined by differential leveling
 DG1776.and adjusted by the National Geodetic Survey in June 1991..
 DG1776
 DG1776.The geoid height was determined by GEOID03.
 DG1776
 DG1776.The dynamic height is computed by dividing the NAVD 88
 DG1776.geopotential number by the normal gravity value computed on the
 DG1776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1776.degrees latitude (g = 980.6199 gals.).
 DG1776
 DG1776.The modeled gravity was interpolated from observed gravity values.
 DG1776
 DG1776;                    North         East    Units  Estimated Accuracy
 DG1776;SPC AL E     -   378,160.      227,080.      MT  (+/- 180 meters Scaled)
 DG1776
 DG1776                          SUPERSEDED SURVEY CONTROL
 DG1776
 DG1776  NGVD 29 (??/??/92)  216.84   (m)          711.4    (f) COMPUTED    1 2
 DG1776
 DG1776.Superseded values are not recommended for survey control.
 DG1776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1776.See file dsdata.txt to determine how the superseded data were derived.
 DG1776
 DG1776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC349531(NAD 83)
 DG1776_MARKER: DB = BENCH MARK DISK
 DG1776_SETTING: 66 = SET IN ROCK OUTCROP
 DG1776_SP_SET: ROCK OUTCROP
 DG1776_STAMPING: E 254 1948
 DG1776_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1776+STABILITY: POSITION/ELEVATION WELL
 DG1776
 DG1776  HISTORY     - Date     Condition        Report By
 DG1776  HISTORY     - 1948     MONUMENTED       CGS
 DG1776
 DG1776                          STATION DESCRIPTION
 DG1776
 DG1776'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1776'4.2 MI E FROM PIEDMONT.
 DG1776'ABOUT 4.2 MILES EAST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 DG1776'STATION AT PIEDMONT, ABOUT 0.75 MILE EAST OF THE SWITCH TELEPHONE
 DG1776'AT VIGO, 3 RAILS EAST OF MILE POST 651, AT ABOUT THE CENTER OF A
 DG1776'LARGE ROCK CUT ON THE SOUTH SIDE OF THE TRACK, SET HORIZONTALLY IN
 DG1776'THE TOP OF AN OUTCROPPING ROCK, 10 FEET SOUTH OF THE SOUTH RAIL
 DG1776'AND ABOUT 1 FOOT ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0836 ***********************************************************************
 EE0836  DESIGNATION -  E 255
 EE0836  PID         -  EE0836
 EE0836  STATE/COUNTY-  AL/CHEROKEE
 EE0836  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE0836
 EE0836                         *CURRENT SURVEY CONTROL
 EE0836  ___________________________________________________________________
 EE0836* NAD 83(1986)-  34 03 51.     (N)    085 27 33.     (W)     SCALED    
 EE0836* NAVD 88     -       244.374  (meters)     801.75   (feet)  ADJUSTED  
 EE0836  ___________________________________________________________________
 EE0836  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 EE0836  DYNAMIC HT  -         244.119 (meters)     800.91  (feet)  COMP
 EE0836  MODELED GRAV-     979,586.6   (mgal)                       NAVD 88
 EE0836
 EE0836  VERT ORDER  -  SECOND    CLASS 0
 EE0836
 EE0836.The horizontal coordinates were scaled from a topographic map and have
 EE0836.an estimated accuracy of +/- 6 seconds.
 EE0836
 EE0836.The orthometric height was determined by differential leveling
 EE0836.and adjusted by the National Geodetic Survey in June 1991..
 EE0836
 EE0836.The geoid height was determined by GEOID03.
 EE0836
 EE0836.The dynamic height is computed by dividing the NAVD 88
 EE0836.geopotential number by the normal gravity value computed on the
 EE0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0836.degrees latitude (g = 980.6199 gals.).
 EE0836
 EE0836.The modeled gravity was interpolated from observed gravity values.
 EE0836
 EE0836;                    North         East    Units  Estimated Accuracy
 EE0836;SPC AL E     -   395,290.      234,540.      MT  (+/- 180 meters Scaled)
 EE0836
 EE0836                          SUPERSEDED SURVEY CONTROL
 EE0836
 EE0836  NGVD 29 (??/??/92)  244.295  (m)          801.49   (f) ADJ UNCH    2 0
 EE0836
 EE0836.Superseded values are not recommended for survey control.
 EE0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0836.See file dsdata.txt to determine how the superseded data were derived.
 EE0836
 EE0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC421703(NAD 83)
 EE0836_MARKER: DB = BENCH MARK DISK
 EE0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0836_STAMPING: E 225 1948
 EE0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0836+STABILITY: SURFACE MOTION
 EE0836
 EE0836  HISTORY     - Date     Condition        Report By
 EE0836  HISTORY     - 1948     MONUMENTED       CGS
 EE0836
 EE0836                          STATION DESCRIPTION
 EE0836
 EE0836'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE0836'1.6 MI S FROM FORNEY.
 EE0836'ABOUT 1.55 MILES SOUTH ALONG A ROAD TO ROCK RUN FROM ITS JUNCTION
 EE0836'WITH U.S. HIGHWAY 411 AT FORNEY, ABOUT 0.15 MILE NORTH OF THE
 EE0836'INTERSECTION OF AN ABANDONED ROAD BED, 50 FEET SOUTHWEST OF THE
 EE0836'CENTER OF THE JUNCTION OF A DRIVE WAY LEADING EAST TO A FARM
 EE0836'HOUSE, 26 FEET WEST OF THE CENTER LINE OF THE ROAD, 223 FEET
 EE0836'WEST-SOUTHWEST AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER
 EE0836'OF THE PORCH TO THE FARM HOUSE, 16 FEET SOUTH OF THE CENTER
 EE0836'LINE OF A DIM WOODS ROAD LEADING WEST, 7 FEET SOUTHEAST OF A
 EE0836'14-INCH PINE TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 EE0836'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 EE0836'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1049 ***********************************************************************
 EE1049  DESIGNATION -  E 256
 EE1049  PID         -  EE1049
 EE1049  STATE/COUNTY-  AL/CHEROKEE
 EE1049  USGS QUAD   -  ELLISVILLE (1986)
 EE1049
 EE1049                         *CURRENT SURVEY CONTROL
 EE1049  ___________________________________________________________________
 EE1049* NAD 83(1986)-  34 01 17.     (N)    085 32 03.     (W)     SCALED    
 EE1049* NAVD 88     -       217.350  (meters)     713.09   (feet)  ADJUSTED  
 EE1049  ___________________________________________________________________
 EE1049  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE1049  DYNAMIC HT  -         217.123 (meters)     712.34  (feet)  COMP
 EE1049  MODELED GRAV-     979,583.3   (mgal)                       NAVD 88
 EE1049
 EE1049  VERT ORDER  -  SECOND    CLASS 0
 EE1049
 EE1049.The horizontal coordinates were scaled from a topographic map and have
 EE1049.an estimated accuracy of +/- 6 seconds.
 EE1049
 EE1049.The orthometric height was determined by differential leveling
 EE1049.and adjusted by the National Geodetic Survey in June 1991..
 EE1049
 EE1049.The geoid height was determined by GEOID03.
 EE1049
 EE1049.The dynamic height is computed by dividing the NAVD 88
 EE1049.geopotential number by the normal gravity value computed on the
 EE1049.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1049.degrees latitude (g = 980.6199 gals.).
 EE1049
 EE1049.The modeled gravity was interpolated from observed gravity values.
 EE1049
 EE1049;                    North         East    Units  Estimated Accuracy
 EE1049;SPC AL E     -   390,520.      227,630.      MT  (+/- 180 meters Scaled)
 EE1049
 EE1049                          SUPERSEDED SURVEY CONTROL
 EE1049
 EE1049  NGVD 29 (??/??/92)  217.27   (m)          712.8    (f) COMPUTED    2 0
 EE1049
 EE1049.Superseded values are not recommended for survey control.
 EE1049.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1049.See file dsdata.txt to determine how the superseded data were derived.
 EE1049
 EE1049_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC353654(NAD 83)
 EE1049_MARKER: DB = BENCH MARK DISK
 EE1049_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1049_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1049_STAMPING: E 256 1948
 EE1049_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1049+STABILITY: SURFACE MOTION
 EE1049
 EE1049  HISTORY     - Date     Condition        Report By
 EE1049  HISTORY     - 1948     MONUMENTED       CGS
 EE1049
 EE1049                          STATION DESCRIPTION
 EE1049
 EE1049'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1049'3 MI W FROM ROCK RUN.
 EE1049'ABOUT 3.05 MILES WEST AND SOUTH ALONG A COUNTY ROAD FROM HARDINS
 EE1049'STORE AT ROCK RUN, ON THE NORTHWEST SIDE OF A LONG U CURVE IN THE
 EE1049'ROAD WITH TANGENTS SOUTH AND SOUTHEAST, ON THE NORTH SIDE OF A
 EE1049'WHITE FARM HOUSE, IN A TRIANGLE FORMED BY 2 DRIVEWAYS TO THE
 EE1049'HOUSE AND A ROAD NORTHWEST, 140 FEET NORTHWEST OF THE CENTER LINE
 EE1049'OF THE MAIN ROAD, 31 FEET SOUTHWEST OF THE CENTER LINE OF THE
 EE1049'ROAD NORTHWEST, 125 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER
 EE1049'OF THE HOUSE, 75 FEET NORTHEAST OF THE NORTHEAST CORNER OF AN 8
 EE1049'BY 12-FOOT OUT BUILDING, 39 FEET EAST OF A POWER POLE WITH A
 EE1049'TRANSFORMER, ABOUT 7 FEET NORTH OF THE POWER LINE, 2 FEET EAST
 EE1049'OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE MAIN ROAD
 EE1049'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1809 ***********************************************************************
 DG1809  DESIGNATION -  E 257
 DG1809  PID         -  DG1809
 DG1809  STATE/COUNTY-  AL/CALHOUN
 DG1809  USGS QUAD   -  WELLINGTON (1972)
 DG1809
 DG1809                         *CURRENT SURVEY CONTROL
 DG1809  ___________________________________________________________________
 DG1809* NAD 83(1986)-  33 49 22.     (N)    085 53 00.     (W)     SCALED    
 DG1809* NAVD 88     -       172.057  (meters)     564.49   (feet)  ADJUSTED  
 DG1809  ___________________________________________________________________
 DG1809  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DG1809  DYNAMIC HT  -         171.875 (meters)     563.89  (feet)  COMP
 DG1809  MODELED GRAV-     979,573.4   (mgal)                       NAVD 88
 DG1809
 DG1809  VERT ORDER  -  FIRST     CLASS II
 DG1809
 DG1809.The horizontal coordinates were scaled from a topographic map and have
 DG1809.an estimated accuracy of +/- 6 seconds.
 DG1809
 DG1809.The orthometric height was determined by differential leveling
 DG1809.and adjusted by the National Geodetic Survey in June 1991..
 DG1809
 DG1809.The geoid height was determined by GEOID03.
 DG1809
 DG1809.The dynamic height is computed by dividing the NAVD 88
 DG1809.geopotential number by the normal gravity value computed on the
 DG1809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1809.degrees latitude (g = 980.6199 gals.).
 DG1809
 DG1809.The modeled gravity was interpolated from observed gravity values.
 DG1809
 DG1809;                    North         East    Units  Estimated Accuracy
 DG1809;SPC AL E     -   368,450.      195,370.      MT  (+/- 180 meters Scaled)
 DG1809
 DG1809                          SUPERSEDED SURVEY CONTROL
 DG1809
 DG1809  NGVD 29 (??/??/92)  171.992  (m)          564.28   (f) ADJ UNCH    1 2
 DG1809
 DG1809.Superseded values are not recommended for survey control.
 DG1809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1809.See file dsdata.txt to determine how the superseded data were derived.
 DG1809
 DG1809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC033430(NAD 83)
 DG1809_MARKER: DB = BENCH MARK DISK
 DG1809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1809_STAMPING: E 257 1948
 DG1809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1809+STABILITY: SURFACE MOTION
 DG1809
 DG1809  HISTORY     - Date     Condition        Report By
 DG1809  HISTORY     - 1948     MONUMENTED       CGS
 DG1809
 DG1809                          STATION DESCRIPTION
 DG1809
 DG1809'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1809'0.6 MI NE FROM WELLINGTON.
 DG1809'ABOUT 0.6 MILE NORTHEAST ALONG THE SEABOARD AIRLINE RAILWAY FROM
 DG1809'THE STATION AT WELLINGTON, AT THE SECOND GRADE CROSSING NORTHEAST
 DG1809'OF THE INTERSECTION OF THE LOUISVILLE AND NASHVILLE RAILROAD, ABOUT
 DG1809'0.3 MILE NORTHEAST OF MILE POST 673, 2 1/3 RAILS SOUTHWEST OF A
 DG1809'YARD LIMIT SIGN, 43 FEET NORTHWEST OF THE NORTHWEST RAIL AT THE
 DG1809'CENTER LINE OF THE ROAD, ABOUT 6 FEET SOUTHEAST OF THE FENCE LINE,
 DG1809'1.5 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2
 DG1809'FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 DG1809'PROJECTING 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1010 ***********************************************************************
 EE1010  DESIGNATION -  E 258
 EE1010  PID         -  EE1010
 EE1010  STATE/COUNTY-  AL/ETOWAH
 EE1010  USGS QUAD   -  BALLPLAY (1986)
 EE1010
 EE1010                         *CURRENT SURVEY CONTROL
 EE1010  ___________________________________________________________________
 EE1010* NAD 83(1986)-  34 01 13.     (N)    085 50 02.     (W)     SCALED    
 EE1010* NAVD 88     -       179.647  (meters)     589.39   (feet)  ADJUSTED  
 EE1010  ___________________________________________________________________
 EE1010  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE1010  DYNAMIC HT  -         179.459 (meters)     588.78  (feet)  COMP
 EE1010  MODELED GRAV-     979,587.2   (mgal)                       NAVD 88
 EE1010
 EE1010  VERT ORDER  -  SECOND    CLASS 0
 EE1010
 EE1010.The horizontal coordinates were scaled from a topographic map and have
 EE1010.an estimated accuracy of +/- 6 seconds.
 EE1010
 EE1010.The orthometric height was determined by differential leveling
 EE1010.and adjusted by the National Geodetic Survey in June 1991..
 EE1010
 EE1010.The geoid height was determined by GEOID03.
 EE1010
 EE1010.The dynamic height is computed by dividing the NAVD 88
 EE1010.geopotential number by the normal gravity value computed on the
 EE1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1010.degrees latitude (g = 980.6199 gals.).
 EE1010
 EE1010.The modeled gravity was interpolated from observed gravity values.
 EE1010
 EE1010;                    North         East    Units  Estimated Accuracy
 EE1010;SPC AL E     -   390,350.      199,950.      MT  (+/- 180 meters Scaled)
 EE1010
 EE1010                          SUPERSEDED SURVEY CONTROL
 EE1010
 EE1010  NGVD 29 (??/??/92)  179.60   (m)          589.2    (f) COMPUTED    2 0
 EE1010
 EE1010.Superseded values are not recommended for survey control.
 EE1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1010.See file dsdata.txt to determine how the superseded data were derived.
 EE1010
 EE1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC076650(NAD 83)
 EE1010_MARKER: DB = BENCH MARK DISK
 EE1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1010_STAMPING: E 258 1948
 EE1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1010+STABILITY: SURFACE MOTION
 EE1010
 EE1010  HISTORY     - Date     Condition        Report By
 EE1010  HISTORY     - 1948     MONUMENTED       CGS
 EE1010
 EE1010                          STATION DESCRIPTION
 EE1010
 EE1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1010'2.8 MI NE FROM HOKES BLUFF.
 EE1010'ABOUT 2.75 MILES NORTHEAT ALONG A BLACK TOP ROAD TO BALLPLAY FROM
 EE1010'THE HIGH SCHOOL AT HOKES BLUFF, ABOUT 0.15 MILE NORTH OF THE
 EE1010'FARMERS UNION CO-OP STORE AND SERVICE STATION, NEAR A GROUP OF
 EE1010'4 LARGE OAK TREES, ACROSS THE ROAD FROM A WHITE FARM HOUSE, 89
 EE1010'FEET WEST AND ACROSS THE ROAD FROM THE SOUTHWEST CORNER OF THE
 EE1010'FARM HOUSE, 57 FEET WEST-NORTHWEST AND ACROSS THE ROAD FROM
 EE1010'TELEPHONE POLE NO. 88, 36 FEET WEST OF THE CENTER LINE OF THE
 EE1010'ROAD, 52 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER, 125
 EE1010'FEET NORTH OF THE CENTER LINE OF A FARM ROAD WEST, 10 FEET WEST
 EE1010'OF THE LARGEST OAK TREE, 6 FEET EAST OF R/W STATION MARKER NO.
 EE1010'P.T. 212+20.8, 1/5 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 EE1010'ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 EE1010'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2046 ***********************************************************************
 DG2046  DESIGNATION -  E 259
 DG2046  PID         -  DG2046
 DG2046  STATE/COUNTY-  AL/CALHOUN
 DG2046  USGS QUAD   -  GLENCOE (1972)
 DG2046
 DG2046                         *CURRENT SURVEY CONTROL
 DG2046  ___________________________________________________________________
 DG2046* NAD 83(1986)-  33 55 08.     (N)    085 52 56.     (W)     SCALED    
 DG2046* NAVD 88     -       192.795  (meters)     632.53   (feet)  ADJUSTED  
 DG2046  ___________________________________________________________________
 DG2046  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DG2046  DYNAMIC HT  -         192.591 (meters)     631.86  (feet)  COMP
 DG2046  MODELED GRAV-     979,575.3   (mgal)                       NAVD 88
 DG2046
 DG2046  VERT ORDER  -  SECOND    CLASS 0
 DG2046
 DG2046.The horizontal coordinates were scaled from a topographic map and have
 DG2046.an estimated accuracy of +/- 6 seconds.
 DG2046
 DG2046.The orthometric height was determined by differential leveling
 DG2046.and adjusted by the National Geodetic Survey in June 1991..
 DG2046
 DG2046.The geoid height was determined by GEOID03.
 DG2046
 DG2046.The dynamic height is computed by dividing the NAVD 88
 DG2046.geopotential number by the normal gravity value computed on the
 DG2046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2046.degrees latitude (g = 980.6199 gals.).
 DG2046
 DG2046.The modeled gravity was interpolated from observed gravity values.
 DG2046
 DG2046;                    North         East    Units  Estimated Accuracy
 DG2046;SPC AL E     -   379,110.      195,480.      MT  (+/- 180 meters Scaled)
 DG2046
 DG2046                          SUPERSEDED SURVEY CONTROL
 DG2046
 DG2046  NGVD 29 (??/??/92)  192.739  (m)          632.34   (f) ADJ UNCH    2 0
 DG2046
 DG2046.Superseded values are not recommended for survey control.
 DG2046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2046.See file dsdata.txt to determine how the superseded data were derived.
 DG2046
 DG2046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC033537(NAD 83)
 DG2046_MARKER: DB = BENCH MARK DISK
 DG2046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2046_STAMPING: E 259 1948
 DG2046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2046+STABILITY: SURFACE MOTION
 DG2046
 DG2046  HISTORY     - Date     Condition        Report By
 DG2046  HISTORY     - 1948     MONUMENTED       CGS
 DG2046
 DG2046                          STATION DESCRIPTION
 DG2046
 DG2046'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2046'2.5 MI SE FROM ROCK SPRING.
 DG2046'ABOUT 0.5 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DG2046'FROM THE STATION SIGN AT ROCK SPRING, THENCE ABOUT 2.0 MILES
 DG2046'EAST AND NORTHEAST ALONG A ROAD TO THE ROY WEBB SCHOOL VIA
 DG2046'COLVINS GAP AND NEW LIBERTY CHURCH, ABOUT 0.2 MILE NORTHEAST
 DG2046'OF THE JUNCTION OF A ROAD LEADING SOUTHWEST TO LANEY SIDING
 DG2046'ON THE L. AND N. RR, ABOUT 0.15 MILE SOUTHWEST OF THE JUNCTION
 DG2046'OF A ROAD EAST, ABOUT 60 YARDS NORTH OF THE JUNCTION OF A ROAD
 DG2046'SOUTHEAST, 25 FEET EAST OF THE CENTER LINE OF THE ROAD, 76
 DG2046'FEET NORTH OF THE NORTHWEST CORNER OF A SHINGLE SIDING FARM HOUSE,
 DG2046'27 FEET SOUTHEAST OF A 10-INCH PEAR TREE, 2 FEET SOUTHWEST OF
 DG2046'A FENCE LINE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 DG2046'1 1/2 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 DG2046'POST PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0827 ***********************************************************************
 BU0827  DESIGNATION -  E 26
 BU0827  PID         -  BU0827
 BU0827  STATE/COUNTY-  AL/MONROE
 BU0827  USGS QUAD   -  BEATRICE (1981)
 BU0827
 BU0827                         *CURRENT SURVEY CONTROL
 BU0827  ___________________________________________________________________
 BU0827* NAD 83(1986)-  31 39 57.     (N)    087 13 44.     (W)     SCALED    
 BU0827* NAVD 88     -        80.865  (meters)     265.30   (feet)  ADJUSTED  
 BU0827  ___________________________________________________________________
 BU0827  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BU0827  DYNAMIC HT  -          80.767 (meters)     264.98  (feet)  COMP
 BU0827  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 BU0827
 BU0827  VERT ORDER  -  SECOND    CLASS 0
 BU0827
 BU0827.The horizontal coordinates were scaled from a topographic map and have
 BU0827.an estimated accuracy of +/- 6 seconds.
 BU0827
 BU0827.The orthometric height was determined by differential leveling
 BU0827.and adjusted by the National Geodetic Survey in June 1991..
 BU0827
 BU0827.The geoid height was determined by GEOID03.
 BU0827
 BU0827.The dynamic height is computed by dividing the NAVD 88
 BU0827.geopotential number by the normal gravity value computed on the
 BU0827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0827.degrees latitude (g = 980.6199 gals.).
 BU0827
 BU0827.The modeled gravity was interpolated from observed gravity values.
 BU0827
 BU0827;                    North         East    Units  Estimated Accuracy
 BU0827;SPC AL W     -   184,710.      625,710.      MT  (+/- 180 meters Scaled)
 BU0827
 BU0827                          SUPERSEDED SURVEY CONTROL
 BU0827
 BU0827  NGVD 29 (??/??/92)   80.840  (m)          265.22   (f) ADJ UNCH    2 0
 BU0827
 BU0827.Superseded values are not recommended for survey control.
 BU0827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0827.See file dsdata.txt to determine how the superseded data were derived.
 BU0827
 BU0827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA783034(NAD 83)
 BU0827_MARKER: DB = BENCH MARK DISK
 BU0827_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0827_SP_SET: TUNNEL
 BU0827_STAMPING: E 26 1934
 BU0827_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0827
 BU0827  HISTORY     - Date     Condition        Report By
 BU0827  HISTORY     - 1934     MONUMENTED       CGS
 BU0827  HISTORY     - 1951     GOOD             NGS
 BU0827
 BU0827                          STATION DESCRIPTION
 BU0827
 BU0827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0827'1.9 MI NE FROM TUNNEL SPRINGS.
 BU0827'ABOUT 1.9 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU0827'FROM THE STATION AT TUNNEL SPRINGS, ABOUT 130 YARDS NORTHEAST OF MILE
 BU0827'POST 657, SET VERTICALLY IN THE SOUTHWEST FACE AT THE SOUTHWEST END OF
 BU0827'A CONCRETE TUNNEL, 6 FEET SOUTHEAST OF THE SOUTHEAST RAIL, ABOUT 2
 BU0827'FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0612 ***********************************************************************
 DH0612  DESIGNATION -  E 260
 DH0612  PID         -  DH0612
 DH0612  STATE/COUNTY-  AL/TALLADEGA
 DH0612  USGS QUAD   -  TALLADEGA (1987)
 DH0612
 DH0612                         *CURRENT SURVEY CONTROL
 DH0612  ___________________________________________________________________
 DH0612* NAD 83(1986)-  33 24 02.     (N)    086 02 07.     (W)     SCALED    
 DH0612* NAVD 88     -       211.481  (meters)     693.83   (feet)  ADJUSTED  
 DH0612  ___________________________________________________________________
 DH0612  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DH0612  DYNAMIC HT  -         211.249 (meters)     693.07  (feet)  COMP
 DH0612  MODELED GRAV-     979,535.9   (mgal)                       NAVD 88
 DH0612
 DH0612  VERT ORDER  -  SECOND    CLASS 0
 DH0612
 DH0612.The horizontal coordinates were scaled from a topographic map and have
 DH0612.an estimated accuracy of +/- 6 seconds.
 DH0612
 DH0612.The orthometric height was determined by differential leveling
 DH0612.and adjusted by the National Geodetic Survey in June 1991..
 DH0612
 DH0612.The geoid height was determined by GEOID03.
 DH0612
 DH0612.The dynamic height is computed by dividing the NAVD 88
 DH0612.geopotential number by the normal gravity value computed on the
 DH0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0612.degrees latitude (g = 980.6199 gals.).
 DH0612
 DH0612.The modeled gravity was interpolated from observed gravity values.
 DH0612
 DH0612;                    North         East    Units  Estimated Accuracy
 DH0612;SPC AL E     -   321,640.      181,210.      MT  (+/- 180 meters Scaled)
 DH0612
 DH0612                          SUPERSEDED SURVEY CONTROL
 DH0612
 DH0612  NGVD 29 (??/??/92)  211.399  (m)          693.56   (f) ADJ UNCH    2 0
 DH0612
 DH0612.Superseded values are not recommended for survey control.
 DH0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0612.See file dsdata.txt to determine how the superseded data were derived.
 DH0612
 DH0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB897961(NAD 83)
 DH0612_MARKER: DB = BENCH MARK DISK
 DH0612_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0612_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0612_STAMPING: E 260 1948
 DH0612_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0612+STABILITY: SURFACE MOTION
 DH0612
 DH0612  HISTORY     - Date     Condition        Report By
 DH0612  HISTORY     - 1948     MONUMENTED       CGS
 DH0612
 DH0612                          STATION DESCRIPTION
 DH0612
 DH0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0612'5.8 MI SE FROM TALLADEGA.
 DH0612'ABOUT 5.8 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 DH0612'THE STATION AT TALLADEGA, NEAR THE NORTH END OF THE SIDING AT CARARA,
 DH0612'AT A FARM ROAD CROSSING, ABOUT 7 RAILS SOUTH OF THE END OF THE SIDING,
 DH0612'IN THE SOUTHWEST ANGLE OF THE CROSSING, 15 FEET SOUTH OF THE CENTER
 DH0612'LINE OF THE FARM ROAD, 28 FEET WEST OF THE WEST RAIL OF THE MAIN
 DH0612'TRACK, 6 FEET SOUTH OF A TELEPHONE POLE AND IN LINE WITH THE ROW OF
 DH0612'POLES, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW
 DH0612'THE CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DH0612'INCHES.  NOTE--MARK IS ABOUT 0.25 MILE SOUTHEAST OF A WOODEN OVERPASS
 DH0612'OVER THE RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2076 ***********************************************************************
 DG2076  DESIGNATION -  E 261
 DG2076  PID         -  DG2076
 DG2076  STATE/COUNTY-  AL/CHEROKEE
 DG2076  USGS QUAD   -  PIEDMONT NW (1983)
 DG2076
 DG2076                         *CURRENT SURVEY CONTROL
 DG2076  ___________________________________________________________________
 DG2076* NAD 83(1986)-  33 59 43.     (N)    085 42 57.     (W)     SCALED    
 DG2076* NAVD 88     -       185.297  (meters)     607.93   (feet)  ADJUSTED  
 DG2076  ___________________________________________________________________
 DG2076  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DG2076  DYNAMIC HT  -         185.102 (meters)     607.29  (feet)  COMP
 DG2076  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 DG2076
 DG2076  VERT ORDER  -  SECOND    CLASS 0
 DG2076
 DG2076.The horizontal coordinates were scaled from a topographic map and have
 DG2076.an estimated accuracy of +/- 6 seconds.
 DG2076
 DG2076.The orthometric height was determined by differential leveling
 DG2076.and adjusted by the National Geodetic Survey in June 1991..
 DG2076
 DG2076.The geoid height was determined by GEOID03.
 DG2076
 DG2076.The dynamic height is computed by dividing the NAVD 88
 DG2076.geopotential number by the normal gravity value computed on the
 DG2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2076.degrees latitude (g = 980.6199 gals.).
 DG2076
 DG2076.The modeled gravity was interpolated from observed gravity values.
 DG2076
 DG2076;                    North         East    Units  Estimated Accuracy
 DG2076;SPC AL E     -   387,590.      210,860.      MT  (+/- 180 meters Scaled)
 DG2076
 DG2076                          SUPERSEDED SURVEY CONTROL
 DG2076
 DG2076  NGVD 29 (??/??/92)  185.238  (m)          607.74   (f) ADJ UNCH    2 0
 DG2076
 DG2076.Superseded values are not recommended for survey control.
 DG2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2076.See file dsdata.txt to determine how the superseded data were derived.
 DG2076
 DG2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC186623(NAD 83)
 DG2076_MARKER: DB = BENCH MARK DISK
 DG2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2076_STAMPING: E 261 1948
 DG2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2076+STABILITY: SURFACE MOTION
 DG2076
 DG2076  HISTORY     - Date     Condition        Report By
 DG2076  HISTORY     - 1948     MONUMENTED       CGS
 DG2076
 DG2076                          STATION DESCRIPTION
 DG2076
 DG2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2076'2.2 MI W FROM GNATVILLE.
 DG2076'ABOUT 2.25 MILES WEST ALONG A COUNTY ROAD FROM THE CHURCH AT
 DG2076'GNATVILLE, ABOUT 0.35 MILE WEST OF A NORTH-SOUTH CROSS ROAD,
 DG2076'ABOUT 0.6 MILE EAST OF A CHURCH AND CEMETERY ON THE SOUTH SIDE
 DG2076'OF THE ROAD, AT THE SUMMIT OF A LOW GRADE, IN THE NORTHWEST
 DG2076'CORNER OF THE YARD AT AN UNPAINTED FARM HOUSE, 52 YARDS EAST OF
 DG2076'THE CENTER OF A 5-FOOT WOODEN CULVERT, 97 FEET NORTH-NORTHWEST
 DG2076'OF THE NORTHWEST CORNER OF THE FARM HOUSE, 60 FEET WEST OF THE
 DG2076'CENTER LINE OF THE DRIVE TO THE HOUSE AND SUMMIT OF GRADE, 18 FEET
 DG2076'SOUTH OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A POWER POLE
 DG2076'WITH TRANSFORMER, 1.5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 DG2076'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1719 ***********************************************************************
 DG1719  DESIGNATION -  E 262
 DG1719  PID         -  DG1719
 DG1719  STATE/COUNTY-  AL/RANDOLPH
 DG1719  USGS QUAD   -  MICAVILLE (1976)
 DG1719
 DG1719                         *CURRENT SURVEY CONTROL
 DG1719  ___________________________________________________________________
 DG1719* NAD 83(1986)-  33 25 27.     (N)    085 30 44.     (W)     SCALED    
 DG1719* NAVD 88     -       330.353  (meters)    1083.83   (feet)  ADJUSTED  
 DG1719  ___________________________________________________________________
 DG1719  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DG1719  DYNAMIC HT  -         329.982 (meters)    1082.62  (feet)  COMP
 DG1719  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 DG1719
 DG1719  VERT ORDER  -  SECOND    CLASS 0
 DG1719
 DG1719.The horizontal coordinates were scaled from a topographic map and have
 DG1719.an estimated accuracy of +/- 6 seconds.
 DG1719
 DG1719.The orthometric height was determined by differential leveling
 DG1719.and adjusted by the National Geodetic Survey in June 1991..
 DG1719
 DG1719.The geoid height was determined by GEOID03.
 DG1719
 DG1719.The dynamic height is computed by dividing the NAVD 88
 DG1719.geopotential number by the normal gravity value computed on the
 DG1719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1719.degrees latitude (g = 980.6199 gals.).
 DG1719
 DG1719.The modeled gravity was interpolated from observed gravity values.
 DG1719
 DG1719;                    North         East    Units  Estimated Accuracy
 DG1719;SPC AL E     -   324,280.      229,860.      MT  (+/- 180 meters Scaled)
 DG1719
 DG1719                          SUPERSEDED SURVEY CONTROL
 DG1719
 DG1719  NGVD 29 (??/??/92)  330.290  (m)         1083.63   (f) ADJ UNCH    2 0
 DG1719
 DG1719.Superseded values are not recommended for survey control.
 DG1719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1719.See file dsdata.txt to determine how the superseded data were derived.
 DG1719
 DG1719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB383993(NAD 83)
 DG1719_MARKER: DB = BENCH MARK DISK
 DG1719_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1719_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1719_STAMPING: E 262 1948
 DG1719_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1719+STABILITY: SURFACE MOTION
 DG1719
 DG1719  HISTORY     - Date     Condition        Report By
 DG1719  HISTORY     - 1948     MONUMENTED       CGS
 DG1719
 DG1719                          STATION DESCRIPTION
 DG1719
 DG1719'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1719'1 MI W FROM MORRISON CROSSROAD.
 DG1719'ABOUT 1.0 MILE WEST ALONG A ROAD TO MILNER FROM ITS JUNCTION WITH
 DG1719'STATE HIGHWAY 37 AT MORRISON CROSSROAD, AT A SMALL CROSSROAD
 DG1719'(NORTHEAST AND SOUTHEAST), 41 FEET NORTH OF THE CENTER LINE OF THE
 DG1719'ROAD, 20 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD NORTHEAST,
 DG1719'2.5 FEET SOUTH OF A WIRE FENCE, 120 FEET EAST OF A POWER POLE WITH
 DG1719'BRANCH LINE, 59.5 FEET SOUTHWEST OF A POWER POLE, 2 FEET WEST OF
 DG1719'A WHITE WOODEN WITNESS POST, ABOUT 2.5 FEET BELOW THE ROAD AND SET
 DG1719'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1749 ***********************************************************************
 DG1749  DESIGNATION -  E 263
 DG1749  PID         -  DG1749
 DG1749  STATE/COUNTY-  AL/RANDOLPH
 DG1749  USGS QUAD   -  OFELIA (1976)
 DG1749
 DG1749                         *CURRENT SURVEY CONTROL
 DG1749  ___________________________________________________________________
 DG1749* NAD 83(1986)-  33 18 27.     (N)    085 30 34.     (W)     SCALED    
 DG1749* NAVD 88     -       323.853  (meters)    1062.51   (feet)  ADJUSTED  
 DG1749  ___________________________________________________________________
 DG1749  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DG1749  DYNAMIC HT  -         323.483 (meters)    1061.29  (feet)  COMP
 DG1749  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 DG1749
 DG1749  VERT ORDER  -  SECOND    CLASS 0
 DG1749
 DG1749.The horizontal coordinates were scaled from a topographic map and have
 DG1749.an estimated accuracy of +/- 6 seconds.
 DG1749
 DG1749.The orthometric height was determined by differential leveling
 DG1749.and adjusted by the National Geodetic Survey in June 1991..
 DG1749
 DG1749.The geoid height was determined by GEOID03.
 DG1749
 DG1749.The dynamic height is computed by dividing the NAVD 88
 DG1749.geopotential number by the normal gravity value computed on the
 DG1749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1749.degrees latitude (g = 980.6199 gals.).
 DG1749
 DG1749.The modeled gravity was interpolated from observed gravity values.
 DG1749
 DG1749;                    North         East    Units  Estimated Accuracy
 DG1749;SPC AL E     -   311,350.      230,160.      MT  (+/- 180 meters Scaled)
 DG1749
 DG1749                          SUPERSEDED SURVEY CONTROL
 DG1749
 DG1749  NGVD 29 (??/??/92)  323.790  (m)         1062.30   (f) ADJ UNCH    2 0
 DG1749
 DG1749.Superseded values are not recommended for survey control.
 DG1749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1749.See file dsdata.txt to determine how the superseded data were derived.
 DG1749
 DG1749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB387863(NAD 83)
 DG1749_MARKER: DB = BENCH MARK DISK
 DG1749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1749_STAMPING: E 263 1948
 DG1749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1749+STABILITY: SURFACE MOTION
 DG1749
 DG1749  HISTORY     - Date     Condition        Report By
 DG1749  HISTORY     - 1948     MONUMENTED       CGS
 DG1749
 DG1749                          STATION DESCRIPTION
 DG1749
 DG1749'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1749'1.5 MI W FROM WEDOWEE.
 DG1749'ABOUT 1.5 MILES WEST ALONG STATE HIGHWAY 48 FROM THE COURT
 DG1749'HOUSE AT WEDOWEE, ABOUT 0.15 MILE WEST OF THE JUNCTION OF A
 DG1749'ROAD LEADING SOUTHWEST, 34 FEET SOUTHWEST OF A TELEPHONE POLE,
 DG1749'33 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, AT THE TOP
 DG1749'OF A GRADE AND AT THE NORTHEAST END OF A 3-FOOT CUT, 2 FEET
 DG1749'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 DG1749'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1538 ***********************************************************************
 DG1538  DESIGNATION -  E 265
 DG1538  PID         -  DG1538
 DG1538  STATE/COUNTY-  AL/CLAY
 DG1538  USGS QUAD   -  LINEVILLE WEST (1980)
 DG1538
 DG1538                         *CURRENT SURVEY CONTROL
 DG1538  ___________________________________________________________________
 DG1538* NAD 83(1986)-  33 16 25.     (N)    085 52 13.     (W)     SCALED    
 DG1538* NAVD 88     -       316.602  (meters)    1038.72   (feet)  ADJUSTED  
 DG1538  ___________________________________________________________________
 DG1538  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG1538  DYNAMIC HT  -         316.242 (meters)    1037.54  (feet)  COMP
 DG1538  MODELED GRAV-     979,493.9   (mgal)                       NAVD 88
 DG1538
 DG1538  VERT ORDER  -  SECOND    CLASS 0
 DG1538
 DG1538.The horizontal coordinates were scaled from a topographic map and have
 DG1538.an estimated accuracy of +/- 6 seconds.
 DG1538
 DG1538.The orthometric height was determined by differential leveling
 DG1538.and adjusted by the National Geodetic Survey in June 1991..
 DG1538
 DG1538.The geoid height was determined by GEOID03.
 DG1538
 DG1538.The dynamic height is computed by dividing the NAVD 88
 DG1538.geopotential number by the normal gravity value computed on the
 DG1538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1538.degrees latitude (g = 980.6199 gals.).
 DG1538
 DG1538.The modeled gravity was interpolated from observed gravity values.
 DG1538
 DG1538;                    North         East    Units  Estimated Accuracy
 DG1538;SPC AL E     -   307,540.      196,560.      MT  (+/- 180 meters Scaled)
 DG1538
 DG1538                          SUPERSEDED SURVEY CONTROL
 DG1538
 DG1538  NGVD 29 (??/??/92)  316.546  (m)         1038.53   (f) ADJ UNCH    2 0
 DG1538
 DG1538.Superseded values are not recommended for survey control.
 DG1538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1538.See file dsdata.txt to determine how the superseded data were derived.
 DG1538
 DG1538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB052821(NAD 83)
 DG1538_MARKER: DB = BENCH MARK DISK
 DG1538_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1538_SP_SET: BRIDGE
 DG1538_STAMPING: E 265 1948
 DG1538_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1538
 DG1538  HISTORY     - Date     Condition        Report By
 DG1538  HISTORY     - 1948     MONUMENTED       CGS
 DG1538
 DG1538                          STATION DESCRIPTION
 DG1538
 DG1538'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1538'2 MI NW FROM ASHLAND.
 DG1538'ABOUT 2.0 MILES NORTHWEST ALONG STATE HIGHWAY 48 FROM THE COURT
 DG1538'HOUSE AT ASHLAND, SET IN THE TOP OF THE NORTHWEST END OF THE
 DG1538'NORTHEAST HEAD WALL OF 10-FOOT CONCRETE BRIDGE NO. 1158+00, 116
 DG1538'FEET EAST AND ACROSS THE HIGHWAY FROM A CURVE SIGN, 46 FEET
 DG1538'NORTH AND ACROSS THE HIGHWAY FROM TELEPHONE POLE NO. 7, 14 FEET
 DG1538'NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1539 ***********************************************************************
 DG1539  DESIGNATION -  E 265 RESET
 DG1539  PID         -  DG1539
 DG1539  STATE/COUNTY-  AL/CLAY
 DG1539  USGS QUAD   -  LINEVILLE WEST (1980)
 DG1539
 DG1539                         *CURRENT SURVEY CONTROL
 DG1539  ___________________________________________________________________
 DG1539* NAD 83(1986)-  33 16 25.     (N)    085 52 13.     (W)     SCALED    
 DG1539* NAVD 88     -       316.22   (meters)    1037.5    (feet)  RESET     
 DG1539  ___________________________________________________________________
 DG1539  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG1539
 DG1539  VERT ORDER  -  THIRD
 DG1539
 DG1539.The horizontal coordinates were scaled from a topographic map and have
 DG1539.an estimated accuracy of +/- 6 seconds.
 DG1539
 DG1539.The orthometric height was computed from unverified reset data.
 DG1539
 DG1539.The geoid height was determined by GEOID03.
 DG1539
 DG1539;                    North         East    Units  Estimated Accuracy
 DG1539;SPC AL E     -   307,540.      196,560.      MT  (+/- 180 meters Scaled)
 DG1539
 DG1539                          SUPERSEDED SURVEY CONTROL
 DG1539
 DG1539.No superseded survey control is available for this station.
 DG1539
 DG1539_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB052821(NAD 83)
 DG1539_MARKER: DB = BENCH MARK DISK
 DG1539_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1539_SP_SET: BRIDGE
 DG1539_STAMPING: E 265 RESET 1972
 DG1539_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1539
 DG1539  HISTORY     - Date     Condition        Report By
 DG1539  HISTORY     - 1972     MONUMENTED       ALHD
 DG1539
 DG1539                          STATION DESCRIPTION
 DG1539
 DG1539'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1972
 DG1539'2 MI NW FROM ASHLAND.
 DG1539'ABOUT 2.00 MILES NORTHWEST ALONG STATE HIGHWAY 77 FROM THE
 DG1539'COURTHOUSE AT ASHLAND, SET IN THE TOP OF THE NORTHWEST END OF THE
 DG1539'NORTH HEADWALL OF A 12 FT X 8 FT CULVERT AT HIGHWAY STATION
 DG1539'138 + 20, 41 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND
 DG1539'ABOUT 8 FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0493 ***********************************************************************
 DH0493  DESIGNATION -  E 266
 DH0493  PID         -  DH0493
 DH0493  STATE/COUNTY-  AL/TALLADEGA
 DH0493  USGS QUAD   -  WINTERBORO (1984)
 DH0493
 DH0493                         *CURRENT SURVEY CONTROL
 DH0493  ___________________________________________________________________
 DH0493* NAD 83(1986)-  33 16 09.     (N)    086 12 44.     (W)     SCALED    
 DH0493* NAVD 88     -       159.897  (meters)     524.60   (feet)  ADJUSTED  
 DH0493  ___________________________________________________________________
 DH0493  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DH0493  DYNAMIC HT  -         159.720 (meters)     524.01  (feet)  COMP
 DH0493  MODELED GRAV-     979,529.1   (mgal)                       NAVD 88
 DH0493
 DH0493  VERT ORDER  -  SECOND    CLASS 0
 DH0493
 DH0493.The horizontal coordinates were scaled from a topographic map and have
 DH0493.an estimated accuracy of +/- 6 seconds.
 DH0493
 DH0493.The orthometric height was determined by differential leveling
 DH0493.and adjusted by the National Geodetic Survey in June 1991..
 DH0493
 DH0493.The geoid height was determined by GEOID03.
 DH0493
 DH0493.The dynamic height is computed by dividing the NAVD 88
 DH0493.geopotential number by the normal gravity value computed on the
 DH0493.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0493.degrees latitude (g = 980.6199 gals.).
 DH0493
 DH0493.The modeled gravity was interpolated from observed gravity values.
 DH0493
 DH0493;                    North         East    Units  Estimated Accuracy
 DH0493;SPC AL E     -   307,110.      164,700.      MT  (+/- 180 meters Scaled)
 DH0493
 DH0493                          SUPERSEDED SURVEY CONTROL
 DH0493
 DH0493  NGVD 29 (??/??/92)  159.844  (m)          524.42   (f) ADJ UNCH    2 0
 DH0493
 DH0493.Superseded values are not recommended for survey control.
 DH0493.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0493.See file dsdata.txt to determine how the superseded data were derived.
 DH0493
 DH0493_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB733814(NAD 83)
 DH0493_MARKER: DB = BENCH MARK DISK
 DH0493_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0493_SP_SET: CULVERT
 DH0493_STAMPING: E 266 1948
 DH0493_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0493
 DH0493  HISTORY     - Date     Condition        Report By
 DH0493  HISTORY     - 1948     MONUMENTED       CGS
 DH0493
 DH0493                          STATION DESCRIPTION
 DH0493
 DH0493'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0493'1.1 MI N FROM SYCAMORE.
 DH0493'ABOUT 1.1 MILES NORTH ALONG U. S. HIGHWAY 241 FROM THE BAPTIST CHURCH
 DH0493'AT SYCAMORE, ABOUT 0.4 MILE SOUTH OF MORRIS STORE, ABOUT 150 YARDS
 DH0493'NORTH OF A SMALL T SHAPED CONCRETE BLOCK STORE, SET IN THE TOP OF THE
 DH0493'NORTH END OF THE EAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, 21
 DH0493'FEET EAST OF AND ABOUT 1 1/2 FOOT BELOW THE CENTER LINE OF THE
 DH0493'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0583 ***********************************************************************
 DH0583  DESIGNATION -  E 268
 DH0583  PID         -  DH0583
 DH0583  STATE/COUNTY-  AL/COOSA
 DH0583  USGS QUAD   -  GOODWATER (1987)
 DH0583
 DH0583                         *CURRENT SURVEY CONTROL
 DH0583  ___________________________________________________________________
 DH0583* NAD 83(1986)-  33 05 00.     (N)    086 05 33.     (W)     SCALED    
 DH0583* NAVD 88     -       240.459  (meters)     788.91   (feet)  ADJUSTED  
 DH0583  ___________________________________________________________________
 DH0583  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH0583  DYNAMIC HT  -         240.184 (meters)     788.00  (feet)  COMP
 DH0583  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 DH0583
 DH0583  VERT ORDER  -  SECOND    CLASS 0
 DH0583
 DH0583.The horizontal coordinates were scaled from a topographic map and have
 DH0583.an estimated accuracy of +/- 6 seconds.
 DH0583
 DH0583.The orthometric height was determined by differential leveling
 DH0583.and adjusted by the National Geodetic Survey in June 1991..
 DH0583
 DH0583.The geoid height was determined by GEOID03.
 DH0583
 DH0583.The dynamic height is computed by dividing the NAVD 88
 DH0583.geopotential number by the normal gravity value computed on the
 DH0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0583.degrees latitude (g = 980.6199 gals.).
 DH0583
 DH0583.The modeled gravity was interpolated from observed gravity values.
 DH0583
 DH0583;                    North         East    Units  Estimated Accuracy
 DH0583;SPC AL E     -   286,470.      175,800.      MT  (+/- 180 meters Scaled)
 DH0583
 DH0583                          SUPERSEDED SURVEY CONTROL
 DH0583
 DH0583  NGVD 29 (??/??/92)  240.414  (m)          788.76   (f) ADJ UNCH    2 0
 DH0583
 DH0583.Superseded values are not recommended for survey control.
 DH0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0583.See file dsdata.txt to determine how the superseded data were derived.
 DH0583
 DH0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB846608(NAD 83)
 DH0583_MARKER: DB = BENCH MARK DISK
 DH0583_SETTING: 66 = SET IN ROCK OUTCROP
 DH0583_SP_SET: ROCK CUT
 DH0583_STAMPING: E 268 1948
 DH0583_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0583+STABILITY: POSITION/ELEVATION WELL
 DH0583
 DH0583  HISTORY     - Date     Condition        Report By
 DH0583  HISTORY     - 1948     MONUMENTED       CGS
 DH0583  HISTORY     - 1982     MARK NOT FOUND   USGS
 DH0583
 DH0583                          STATION DESCRIPTION
 DH0583
 DH0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0583'1.55 MI SE FROM PARKDALE.
 DH0583'ABOUT 1.55 MILES SOUTHEAST ALONG U. S. HIGHWAY 241 FROM THE METHODIST
 DH0583'CHURCH AT PARKDALE, ABOUT 0.1 MILE WEST OF THE WEST END OF A SMALL
 DH0583'ARTIFICIAL LAKE, ON THE SOUTH SIDE OF THE HIGHWAY IN A 30-FOOT ROCK
 DH0583'CUT, SET VERTICALLY IN THE NORTH FACE OF AN OUTCROP OF ROCK, 27 FEET
 DH0583'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 48 YARDS WEST OF THE EAST END
 DH0583'OF CUT, 11 YARDS EAST OF A POINT DIRECTLY BELOW POWER POLE ON TOP OF
 DH0583'CUT, 3 1/2 FEET ABOVE THE HIGHWAY AND SET IN A DRILL HOLE.
 DH0583
 DH0583                          STATION RECOVERY (1982)
 DH0583
 DH0583'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 DH0583'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1565 ***********************************************************************
 DG1565  DESIGNATION -  E 269
 DG1565  PID         -  DG1565
 DG1565  STATE/COUNTY-  AL/CLAY
 DG1565  USGS QUAD   -  MILLERVILLE (1983)
 DG1565
 DG1565                         *CURRENT SURVEY CONTROL
 DG1565  ___________________________________________________________________
 DG1565* NAD 83(1986)-  33 09 37.     (N)    085 53 39.     (W)     SCALED    
 DG1565* NAVD 88     -       294.877  (meters)     967.44   (feet)  ADJUSTED  
 DG1565  ___________________________________________________________________
 DG1565  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DG1565  DYNAMIC HT  -         294.541 (meters)     966.34  (feet)  COMP
 DG1565  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 DG1565
 DG1565  VERT ORDER  -  SECOND    CLASS 0
 DG1565
 DG1565.The horizontal coordinates were scaled from a topographic map and have
 DG1565.an estimated accuracy of +/- 6 seconds.
 DG1565
 DG1565.The orthometric height was determined by differential leveling
 DG1565.and adjusted by the National Geodetic Survey in June 1991..
 DG1565
 DG1565.The geoid height was determined by GEOID03.
 DG1565
 DG1565.The dynamic height is computed by dividing the NAVD 88
 DG1565.geopotential number by the normal gravity value computed on the
 DG1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1565.degrees latitude (g = 980.6199 gals.).
 DG1565
 DG1565.The modeled gravity was interpolated from observed gravity values.
 DG1565
 DG1565;                    North         East    Units  Estimated Accuracy
 DG1565;SPC AL E     -   294,970.      194,330.      MT  (+/- 180 meters Scaled)
 DG1565
 DG1565                          SUPERSEDED SURVEY CONTROL
 DG1565
 DG1565  NGVD 29 (??/??/92)  294.827  (m)          967.28   (f) ADJ UNCH    2 0
 DG1565
 DG1565.Superseded values are not recommended for survey control.
 DG1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1565.See file dsdata.txt to determine how the superseded data were derived.
 DG1565
 DG1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB031696(NAD 83)
 DG1565_MARKER: DB = BENCH MARK DISK
 DG1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1565_STAMPING: E 269 1949
 DG1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1565+STABILITY: SURFACE MOTION
 DG1565
 DG1565  HISTORY     - Date     Condition        Report By
 DG1565  HISTORY     - 1949     MONUMENTED       CGS
 DG1565
 DG1565                          STATION DESCRIPTION
 DG1565
 DG1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1565'4.2 MI SE FROM MILLERVILLE.
 DG1565'ABOUT 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE
 DG1565'CEMETERY AT MILLERVILLE, THENCE ABOUT 3.0 MILES SOUTH AND
 DG1565'SOUTHEAST ALONG A DIRT ROAD LEADING TO GUTHRIES CHAPEL, ABOUT
 DG1565'0.35 MILE SOUTH OF THE JUNCTION OF A ROAD EAST, AT THE JUNCTION
 DG1565'OF A ROAD SOUTHEAST, 91 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST
 DG1565'CORNER OF A BARN, 75 FEET NORTH-NORTHWEST OF THE CENTER OF THE
 DG1565'JUNCTION, 32 FEET WEST OF THE CENTER LINE OF THE ROAD, 24 FEET
 DG1565'EAST-SOUTHEAST OF THE CENTER OF A GAP IN THE BARN LOT FENCE, 20
 DG1565'FEET SOUTHWEST OF A FENCE CORNER, 2 FEET NORTHEAST OF A WHITE
 DG1565'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 DG1565'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0374 ***********************************************************************
 CN0374  DESIGNATION -  E 27
 CN0374  PID         -  CN0374
 CN0374  STATE/COUNTY-  AL/MONTGOMERY
 CN0374  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0374
 CN0374                         *CURRENT SURVEY CONTROL
 CN0374  ___________________________________________________________________
 CN0374* NAD 83(1986)-  32 21 31.     (N)    086 20 07.     (W)     SCALED    
 CN0374* NAVD 88     -        58.578  (meters)     192.18   (feet)  ADJUSTED  
 CN0374  ___________________________________________________________________
 CN0374  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 CN0374  DYNAMIC HT  -          58.511 (meters)     191.96  (feet)  COMP
 CN0374  MODELED GRAV-     979,497.9   (mgal)                       NAVD 88
 CN0374
 CN0374  VERT ORDER  -  FIRST     CLASS I
 CN0374
 CN0374.The horizontal coordinates were scaled from a topographic map and have
 CN0374.an estimated accuracy of +/- 6 seconds.
 CN0374
 CN0374.The orthometric height was determined by differential leveling
 CN0374.and adjusted by the National Geodetic Survey in June 1991..
 CN0374
 CN0374.The geoid height was determined by GEOID03.
 CN0374
 CN0374.The dynamic height is computed by dividing the NAVD 88
 CN0374.geopotential number by the normal gravity value computed on the
 CN0374.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0374.degrees latitude (g = 980.6199 gals.).
 CN0374
 CN0374.The modeled gravity was interpolated from observed gravity values.
 CN0374
 CN0374;                    North         East    Units  Estimated Accuracy
 CN0374;SPC AL E     -   206,180.      152,760.      MT  (+/- 180 meters Scaled)
 CN0374
 CN0374                          SUPERSEDED SURVEY CONTROL
 CN0374
 CN0374  NGVD 29 (??/??/92)   58.567  (m)          192.15   (f) ADJ UNCH    1 1
 CN0374
 CN0374.Superseded values are not recommended for survey control.
 CN0374.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0374.See file dsdata.txt to determine how the superseded data were derived.
 CN0374
 CN0374_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA625803(NAD 83)
 CN0374_MARKER: DB = BENCH MARK DISK
 CN0374_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0374_SP_SET: BRIDGE
 CN0374_STAMPING: E 27 1934
 CN0374_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0374
 CN0374  HISTORY     - Date     Condition        Report By
 CN0374  HISTORY     - 1934     MONUMENTED       CGS
 CN0374  HISTORY     - 1967     GOOD             NGS
 CN0374
 CN0374                          STATION DESCRIPTION
 CN0374
 CN0374'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0374'2.3 MI SW FROM MONTGOMERY.
 CN0374'ABOUT 2.3 MILES SOUTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 CN0374'THE UNION STATION AT MONTGOMERY, 36 YARDS SOUTH OF MILEPOST N 900, AT
 CN0374'A STEEL BRIDGE OVER HANEVILLE ROAD, SET ON THE TOP OF THE WEST END OF
 CN0374'THE BRIDGE SEAT FOR THE SOUTH CONCRETE ABUTMENT OF THE BRIDGE, 3 FEET
 CN0374'WEST OF THE WEST RAIL AND 5 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1525 ***********************************************************************
 DG1525  DESIGNATION -  E 270
 DG1525  PID         -  DG1525
 DG1525  STATE/COUNTY-  AL/TALLAPOOSA
 DG1525  USGS QUAD   -  NEW SITE (1969)
 DG1525
 DG1525                         *CURRENT SURVEY CONTROL
 DG1525  ___________________________________________________________________
 DG1525* NAD 83(1986)-  33 05 25.     (N)    085 47 58.     (W)     SCALED    
 DG1525* NAVD 88     -       260.512  (meters)     854.70   (feet)  ADJUSTED  
 DG1525  ___________________________________________________________________
 DG1525  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DG1525  DYNAMIC HT  -         260.210 (meters)     853.71  (feet)  COMP
 DG1525  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 DG1525
 DG1525  VERT ORDER  -  SECOND    CLASS 0
 DG1525
 DG1525.The horizontal coordinates were scaled from a topographic map and have
 DG1525.an estimated accuracy of +/- 6 seconds.
 DG1525
 DG1525.The orthometric height was determined by differential leveling
 DG1525.and adjusted by the National Geodetic Survey in June 1991..
 DG1525
 DG1525.The geoid height was determined by GEOID03.
 DG1525
 DG1525.The dynamic height is computed by dividing the NAVD 88
 DG1525.geopotential number by the normal gravity value computed on the
 DG1525.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1525.degrees latitude (g = 980.6199 gals.).
 DG1525
 DG1525.The modeled gravity was interpolated from observed gravity values.
 DG1525
 DG1525;                    North         East    Units  Estimated Accuracy
 DG1525;SPC AL E     -   287,210.      203,160.      MT  (+/- 180 meters Scaled)
 DG1525
 DG1525                          SUPERSEDED SURVEY CONTROL
 DG1525
 DG1525  NGVD 29 (??/??/92)  260.460  (m)          854.53   (f) ADJ UNCH    2 0
 DG1525
 DG1525.Superseded values are not recommended for survey control.
 DG1525.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1525.See file dsdata.txt to determine how the superseded data were derived.
 DG1525
 DG1525_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB120619(NAD 83)
 DG1525_MARKER: DB = BENCH MARK DISK
 DG1525_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1525_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1525_STAMPING: E 270 1949
 DG1525_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1525+STABILITY: SURFACE MOTION
 DG1525
 DG1525  HISTORY     - Date     Condition        Report By
 DG1525  HISTORY     - 1949     MONUMENTED       CGS
 DG1525
 DG1525                          STATION DESCRIPTION
 DG1525
 DG1525'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1525'1.1 MI W FROM GOLDVILLE.
 DG1525'ABOUT 0.45 MILE NORTHWEST ALONG A DIRT ROAD FROM THE CROSSROADS
 DG1525'AT GOLDVILLE THENCE ABOUT 0.65 MILE WEST ALONG A DIRT ROAD, ABOUT
 DG1525'0.1 MILE EAST OF A 6-FOOT WOODEN BRIDGE, ABOUT 0.15 MILE WEST OF
 DG1525'A HOUSE ON SOUTHEAST SIDE OF ROAD, ON THE INSIDE OF A CURVE WITH
 DG1525'TANGENTS NORTHEAST AND WEST-NORTHWEST, 30 FEET NORTH-NORTHEAST
 DG1525'OF THE CENTER LINE OF THE ROAD, 15 FEET WEST OF A TRIANGULAR
 DG1525'BLAZED 22-INCH OAK TREE, 5 FEET EAST OF A TRIANGULAR BLAZED
 DG1525'9-INCH HICKORY TREE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 DG1525'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 DG1525'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1329 ***********************************************************************
 CM1329  DESIGNATION -  E 273
 CM1329  PID         -  CM1329
 CM1329  STATE/COUNTY-  AL/TALLAPOOSA
 CM1329  USGS QUAD   -  OUR TOWN (1971)
 CM1329
 CM1329                         *CURRENT SURVEY CONTROL
 CM1329  ___________________________________________________________________
 CM1329* NAD 83(1986)-  32 47 26.     (N)    085 56 27.     (W)     SCALED    
 CM1329* NAVD 88     -       195.303  (meters)     640.76   (feet)  ADJUSTED  
 CM1329  ___________________________________________________________________
 CM1329  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CM1329  DYNAMIC HT  -         195.074 (meters)     640.01  (feet)  COMP
 CM1329  MODELED GRAV-     979,461.0   (mgal)                       NAVD 88
 CM1329
 CM1329  VERT ORDER  -  SECOND    CLASS 0
 CM1329
 CM1329.The horizontal coordinates were scaled from a topographic map and have
 CM1329.an estimated accuracy of +/- 6 seconds.
 CM1329
 CM1329.The orthometric height was determined by differential leveling
 CM1329.and adjusted by the National Geodetic Survey in June 1991..
 CM1329
 CM1329.The geoid height was determined by GEOID03.
 CM1329
 CM1329.The dynamic height is computed by dividing the NAVD 88
 CM1329.geopotential number by the normal gravity value computed on the
 CM1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1329.degrees latitude (g = 980.6199 gals.).
 CM1329
 CM1329.The modeled gravity was interpolated from observed gravity values.
 CM1329
 CM1329;                    North         East    Units  Estimated Accuracy
 CM1329;SPC AL E     -   253,970.      189,930.      MT  (+/- 180 meters Scaled)
 CM1329
 CM1329                          SUPERSEDED SURVEY CONTROL
 CM1329
 CM1329  NGVD 29 (??/??/92)  195.282  (m)          640.69   (f) ADJ UNCH    2 0
 CM1329
 CM1329.Superseded values are not recommended for survey control.
 CM1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1329.See file dsdata.txt to determine how the superseded data were derived.
 CM1329
 CM1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB991285(NAD 83)
 CM1329_MARKER: DB = BENCH MARK DISK
 CM1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1329_STAMPING: E 273 1949
 CM1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1329+STABILITY: SURFACE MOTION
 CM1329
 CM1329  HISTORY     - Date     Condition        Report By
 CM1329  HISTORY     - 1949     MONUMENTED       CGS
 CM1329
 CM1329                          STATION DESCRIPTION
 CM1329
 CM1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CM1329'1.7 MI N FROM BENSON.
 CM1329'ABOUT 1.7 MILES NORTH ALONG STATE HIGHWAY 73 FROM THE COTTON GIN
 CM1329'AT BENSON, ABOUT 0.1 MILE NORTH OF THE CROSSING OF A POWER
 CM1329'TRANSMISSION LINE, ACROSS HIGHWAY FROM A FRAME CHURCH BUILDING,
 CM1329'AT THE SOUTH END OF A 6-FOOT CUT, 143 FEET WEST AND ACROS
 CM1329'THE ROAD FROM THE NORTHWEST CORNER OF THE CHURCH, 191 FEET
 CM1329'SOUTH-SOUTHWEST OF THE JUNCTION OF HIGHWAY AND DRIVE TO CHURCH,
 CM1329'42 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 10 FEET NORTH
 CM1329'OF A TRIANGULAR BLAZED 9-INCH PINE TREE, 11 FEET SOUTH OF THE
 CM1329'CENTER LINE OF A WIRE GAP OVER DIM ROAD NORTHWEST, 1 1/2 FEET
 CM1329'SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 CM1329'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1485 ***********************************************************************
 DG1485  DESIGNATION -  E 274
 DG1485  PID         -  DG1485
 DG1485  STATE/COUNTY-  AL/TALLAPOOSA
 DG1485  USGS QUAD   -  DAVISTON (1969)
 DG1485
 DG1485                         *CURRENT SURVEY CONTROL
 DG1485  ___________________________________________________________________
 DG1485* NAD 83(1986)-  33 01 50.     (N)    085 43 32.     (W)     SCALED    
 DG1485* NAVD 88     -       222.499  (meters)     729.98   (feet)  ADJUSTED  
 DG1485  ___________________________________________________________________
 DG1485  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DG1485  DYNAMIC HT  -         222.242 (meters)     729.14  (feet)  COMP
 DG1485  MODELED GRAV-     979,477.2   (mgal)                       NAVD 88
 DG1485
 DG1485  VERT ORDER  -  SECOND    CLASS 0
 DG1485
 DG1485.The horizontal coordinates were scaled from a topographic map and have
 DG1485.an estimated accuracy of +/- 6 seconds.
 DG1485
 DG1485.The orthometric height was determined by differential leveling
 DG1485.and adjusted by the National Geodetic Survey in June 1991..
 DG1485
 DG1485.The geoid height was determined by GEOID03.
 DG1485
 DG1485.The dynamic height is computed by dividing the NAVD 88
 DG1485.geopotential number by the normal gravity value computed on the
 DG1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1485.degrees latitude (g = 980.6199 gals.).
 DG1485
 DG1485.The modeled gravity was interpolated from observed gravity values.
 DG1485
 DG1485;                    North         East    Units  Estimated Accuracy
 DG1485;SPC AL E     -   280,590.      210,070.      MT  (+/- 180 meters Scaled)
 DG1485
 DG1485                          SUPERSEDED SURVEY CONTROL
 DG1485
 DG1485  NGVD 29 (??/??/92)  222.453  (m)          729.83   (f) ADJ UNCH    2 0
 DG1485
 DG1485.Superseded values are not recommended for survey control.
 DG1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1485.See file dsdata.txt to determine how the superseded data were derived.
 DG1485
 DG1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB190553(NAD 83)
 DG1485_MARKER: DB = BENCH MARK DISK
 DG1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1485_STAMPING: E 274 1949
 DG1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1485+STABILITY: SURFACE MOTION
 DG1485
 DG1485  HISTORY     - Date     Condition        Report By
 DG1485  HISTORY     - 1949     MONUMENTED       CGS
 DG1485  HISTORY     - 1971     GOOD             NGS
 DG1485
 DG1485                          STATION DESCRIPTION
 DG1485
 DG1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1485'4.5 MI E FROM NEW SITE.
 DG1485'ABOUT 4.5 MILES EAST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL
 DG1485'AT NEW SITE, ABOUT 0.25 MILE WEST OF A CHURCH ON SOUTH SIDE OF
 DG1485'HIGHWAY, AT THE SOUTHEAST END OF A CUT, AND AT THE JUNCTION OF A
 DG1485'ROAD SOUTH, 76 FEET WEST OF THE CENTER OF THE JUNCTION OF THE ROAD
 DG1485'SOUTH, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 147 FEET
 DG1485'NORTHWEST OF A POWER POLE, 46 FEET WEST OF A HIGHWAY CURVE SIGN,
 DG1485'1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 DG1485'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1485'3 INCHES.  NOTE-- WITNESS POST MISSING.  46 FEET EAST OF A
 DG1485'HIGHWAY CURVE SIGN.
 DG1485
 DG1485                          STATION RECOVERY (1971)
 DG1485
 DG1485'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 DG1485'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0832 ***********************************************************************
 DH0832  DESIGNATION -  E 275
 DH0832  PID         -  DH0832
 DH0832  STATE/COUNTY-  AL/SHELBY
 DH0832  USGS QUAD   -  ALABASTER (1980)
 DH0832
 DH0832                         *CURRENT SURVEY CONTROL
 DH0832  ___________________________________________________________________
 DH0832* NAD 83(1986)-  33 14 10.     (N)    086 48 51.     (W)     SCALED    
 DH0832* NAVD 88     -       147.255  (meters)     483.12   (feet)  ADJUSTED  
 DH0832  ___________________________________________________________________
 DH0832  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0832  DYNAMIC HT  -         147.091 (meters)     482.58  (feet)  COMP
 DH0832  MODELED GRAV-     979,523.9   (mgal)                       NAVD 88
 DH0832
 DH0832  VERT ORDER  -  SECOND    CLASS 0
 DH0832
 DH0832.The horizontal coordinates were scaled from a topographic map and have
 DH0832.an estimated accuracy of +/- 6 seconds.
 DH0832
 DH0832.The orthometric height was determined by differential leveling
 DH0832.and adjusted by the National Geodetic Survey in June 1991..
 DH0832
 DH0832.The geoid height was determined by GEOID03.
 DH0832
 DH0832.The dynamic height is computed by dividing the NAVD 88
 DH0832.geopotential number by the normal gravity value computed on the
 DH0832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0832.degrees latitude (g = 980.6199 gals.).
 DH0832
 DH0832.The modeled gravity was interpolated from observed gravity values.
 DH0832
 DH0832;                    North         East    Units  Estimated Accuracy
 DH0832;SPC AL W     -   359,010.      663,920.      MT  (+/- 180 meters Scaled)
 DH0832
 DH0832                          SUPERSEDED SURVEY CONTROL
 DH0832
 DH0832  NGVD 29 (??/??/92)  147.215  (m)          482.99   (f) ADJ UNCH    2 0
 DH0832
 DH0832.Superseded values are not recommended for survey control.
 DH0832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0832.See file dsdata.txt to determine how the superseded data were derived.
 DH0832
 DH0832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB173774(NAD 83)
 DH0832_MARKER: DB = BENCH MARK DISK
 DH0832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0832_SP_SET: CULVERT
 DH0832_STAMPING: E 275 1948
 DH0832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0832
 DH0832  HISTORY     - Date     Condition        Report By
 DH0832  HISTORY     - 1948     MONUMENTED       CGS
 DH0832  HISTORY     - 19550505 MARK NOT FOUND   LOCENG
 DH0832
 DH0832                          STATION DESCRIPTION
 DH0832
 DH0832'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0832'2.2 MI NW FROM SAGINAW.
 DH0832'ABOUT 2.2 MILES NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 DH0832'AT SAGINAW, ABOUT 100 YARDS SOUTHWEST OF THE SCHOOL FOR COLORED AT
 DH0832'ALABASTER, AT THE BOTTOM OF GRADES, SET IN THE TOP OF THE SOUTH END OF
 DH0832'THE EAST HEAD WALL OF AN 8-FOOT CONCRETE CULVERT OVER A SMALL STREAM,
 DH0832'36 FEET EAST OF AND ABOUT 2 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 DH0832
 DH0832                          STATION RECOVERY (1955)
 DH0832
 DH0832'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955
 DH0832'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0833 ***********************************************************************
 DH0833  DESIGNATION -  E 275 RESET
 DH0833  PID         -  DH0833
 DH0833  STATE/COUNTY-  AL/SHELBY
 DH0833  USGS QUAD   -  ALABASTER (1980)
 DH0833
 DH0833                         *CURRENT SURVEY CONTROL
 DH0833  ___________________________________________________________________
 DH0833* NAD 83(1986)-  33 14 10.     (N)    086 48 51.     (W)     SCALED    
 DH0833* NAVD 88     -       147.67   (meters)     484.5    (feet)  RESET     
 DH0833  ___________________________________________________________________
 DH0833  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0833
 DH0833  VERT ORDER  -  THIRD
 DH0833
 DH0833.The horizontal coordinates were scaled from a topographic map and have
 DH0833.an estimated accuracy of +/- 6 seconds.
 DH0833
 DH0833.The orthometric height was computed from unverified reset data.
 DH0833
 DH0833.The geoid height was determined by GEOID03.
 DH0833
 DH0833;                    North         East    Units  Estimated Accuracy
 DH0833;SPC AL W     -   359,010.      663,920.      MT  (+/- 180 meters Scaled)
 DH0833
 DH0833                          SUPERSEDED SURVEY CONTROL
 DH0833
 DH0833  NGVD 29 (??/??/??)  147.63   (m)          484.3    (f) RESET       3  
 DH0833
 DH0833.Superseded values are not recommended for survey control.
 DH0833.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0833.See file dsdata.txt to determine how the superseded data were derived.
 DH0833
 DH0833_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB173774(NAD 83)
 DH0833_MARKER: DB = BENCH MARK DISK
 DH0833_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0833_SP_SET: CULVERT
 DH0833_STAMPING: E 275 RESET 1954
 DH0833_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0833_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH0833+SATELLITE: SATELLITE OBSERVATIONS - April 08, 2003
 DH0833
 DH0833  HISTORY     - Date     Condition        Report By
 DH0833  HISTORY     - 1954     MONUMENTED       ALHD
 DH0833  HISTORY     - 1955     GOOD             NGS
 DH0833  HISTORY     - 20030408 GOOD             GEOCAC
 DH0833
 DH0833                          STATION DESCRIPTION
 DH0833
 DH0833'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 DH0833'2.0 MI NW FROM SAGINAW.
 DH0833'2.0 MILES NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH0833'SAGINAW, SHELBY COUNTY, 250 FEET SOUTHWEST OF THE SCHOOL FOR COLORED
 DH0833'AT ALABASTER, AT THE BOTTOM OF GRADES, AT AN 8- BY 4-FOOT CONCRETE
 DH0833'CULVERT OVER A SMALL STREAM, IN THE NORTH END OF THE EAST HEAD WALL,
 DH0833'58.7 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AT SURVEY STATION
 DH0833'178+50, AND ABOUT 2 FEET LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 DH0833'STAMPED E 275 RESET 1954.
 DH0833
 DH0833                          STATION RECOVERY (2003)
 DH0833
 DH0833'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0833'THE MARK IS LOCATED 2.0 MILES NW ALONG US HWY 31 FROM THE POST OFFICE
 DH0833'AT SAGINAW IN SHELBY COUNTY, 250 FEET SOUTHWEST OF THE SHELBY COUNTY
 DH0833'INSTRUCTIONAL SERVICE CENTER, 250 FEET NW OF 7TH AVE SE IN ALABASTER.
 DH0833'THE MARK IS LOCATED IN THE NORTH END OF THE EAST HEAD WALL OF A 8 FT
 DH0833'BY 4 FT CONCRETE CULVERT THAT IS UNDERNEATH HWY 31, 58 FEET EAST OF
 DH0833'THE CENTER LINE OF HWY 31 N AND IS APPROXIMATELY 4 FT LOWER THAN THE
 DH0833'ROADWAY.
 DH0833' 
 DH0833'THE MARK WAS RECOVERED IN GOOD CONDITION. THE COORDINATES OF N 33
 DH0833'14.190 W 086 48.847 WERE DERVIVED FROM A CONSUMER GRADE GPS RECEIVER
 DH0833'WHILE RECIEVING WAAS CORRECTION SIGNALS WITH A 5 MINUTE OCCCUPATION OF
 DH0833'THE MARK. THE COORDINATES LISTED ARE IN WGS-84 DATUM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0848 ***********************************************************************
 DH0848  DESIGNATION -  E 276
 DH0848  PID         -  DH0848
 DH0848  STATE/COUNTY-  AL/SHELBY
 DH0848  USGS QUAD   -  BOUNDS LAKE (1980)
 DH0848
 DH0848                         *CURRENT SURVEY CONTROL
 DH0848  ___________________________________________________________________
 DH0848* NAD 83(1986)-  33 09 59.     (N)    086 40 15.     (W)     SCALED    
 DH0848* NAVD 88     -       170.635  (meters)     559.83   (feet)  ADJUSTED  
 DH0848  ___________________________________________________________________
 DH0848  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0848  DYNAMIC HT  -         170.444 (meters)     559.20  (feet)  COMP
 DH0848  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 DH0848
 DH0848  VERT ORDER  -  SECOND    CLASS 0
 DH0848
 DH0848.The horizontal coordinates were scaled from a topographic map and have
 DH0848.an estimated accuracy of +/- 6 seconds.
 DH0848
 DH0848.The orthometric height was determined by differential leveling
 DH0848.and adjusted by the National Geodetic Survey in June 1991..
 DH0848
 DH0848.The geoid height was determined by GEOID03.
 DH0848
 DH0848.The dynamic height is computed by dividing the NAVD 88
 DH0848.geopotential number by the normal gravity value computed on the
 DH0848.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0848.degrees latitude (g = 980.6199 gals.).
 DH0848
 DH0848.The modeled gravity was interpolated from observed gravity values.
 DH0848
 DH0848;                    North         East    Units  Estimated Accuracy
 DH0848;SPC AL W     -   351,370.      677,340.      MT  (+/- 180 meters Scaled)
 DH0848
 DH0848                          SUPERSEDED SURVEY CONTROL
 DH0848
 DH0848  NGVD 29 (??/??/92)  170.585  (m)          559.66   (f) ADJ UNCH    2 0
 DH0848
 DH0848.Superseded values are not recommended for survey control.
 DH0848.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0848.See file dsdata.txt to determine how the superseded data were derived.
 DH0848
 DH0848_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB306697(NAD 83)
 DH0848_MARKER: DB = BENCH MARK DISK
 DH0848_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0848_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0848_STAMPING: E 276 1949
 DH0848_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0848+STABILITY: SURFACE MOTION
 DH0848
 DH0848  HISTORY     - Date     Condition        Report By
 DH0848  HISTORY     - 1949     MONUMENTED       CGS
 DH0848
 DH0848                          STATION DESCRIPTION
 DH0848
 DH0848'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0848'5.5 MI SW FROM COLUMBIANA.
 DH0848'ABOUT 4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0848'AT COLUMBIANA, THENCE ABOUT 1.2 MILES NORTH ALONG WINDING GRAVEL ROAD,
 DH0848'AT THE JUNCTION OF A GRAVEL ROAD LEADING SOUTHWEST AND CROSSING AND
 DH0848'PARALLELING THE SOUTHERN RAILWAY TRACKS ON NORTHWEST SIDE OF TRACK, 63
 DH0848'FEET NORTHWEST OF THE NORTHWEST RAIL OF THE SOUTHERN RAILWAY, 55 FEET
 DH0848'NORTH-NORTHWEST OF THE CROSSING SIGN, 202 FEET SOUTHWEST OF MILE POST
 DH0848'124, 15 FEET NORTHWEST OF A POWER POLE WITH TRANSFORMER, 2 FEET EAST
 DH0848'OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE TRACK AND SET IN THE
 DH0848'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0898 ***********************************************************************
 DH0898  DESIGNATION -  E 277
 DH0898  PID         -  DH0898
 DH0898  STATE/COUNTY-  AL/SHELBY
 DH0898  USGS QUAD   -  COLUMBIANA (1980)
 DH0898
 DH0898                         *CURRENT SURVEY CONTROL
 DH0898  ___________________________________________________________________
 DH0898* NAD 83(1986)-  33 11 13.     (N)    086 37 24.     (W)     SCALED    
 DH0898* NAVD 88     -       170.246  (meters)     558.55   (feet)  ADJUSTED  
 DH0898  ___________________________________________________________________
 DH0898  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0898  DYNAMIC HT  -         170.056 (meters)     557.93  (feet)  COMP
 DH0898  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 DH0898
 DH0898  VERT ORDER  -  SECOND    CLASS 0
 DH0898
 DH0898.The horizontal coordinates were scaled from a topographic map and have
 DH0898.an estimated accuracy of +/- 6 seconds.
 DH0898
 DH0898.The orthometric height was determined by differential leveling
 DH0898.and adjusted by the National Geodetic Survey in June 1991..
 DH0898
 DH0898.The geoid height was determined by GEOID03.
 DH0898
 DH0898.The dynamic height is computed by dividing the NAVD 88
 DH0898.geopotential number by the normal gravity value computed on the
 DH0898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0898.degrees latitude (g = 980.6199 gals.).
 DH0898
 DH0898.The modeled gravity was interpolated from observed gravity values.
 DH0898
 DH0898;                    North         East    Units  Estimated Accuracy
 DH0898;SPC AL W     -   353,690.      681,750.      MT  (+/- 180 meters Scaled)
 DH0898
 DH0898                          SUPERSEDED SURVEY CONTROL
 DH0898
 DH0898  NGVD 29 (??/??/92)  170.197  (m)          558.39   (f) ADJ UNCH    2 0
 DH0898
 DH0898.Superseded values are not recommended for survey control.
 DH0898.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0898.See file dsdata.txt to determine how the superseded data were derived.
 DH0898
 DH0898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB351720(NAD 83)
 DH0898_MARKER: DB = BENCH MARK DISK
 DH0898_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0898_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0898_STAMPING: E 277 1949
 DH0898_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0898+STABILITY: SURFACE MOTION
 DH0898
 DH0898  HISTORY     - Date     Condition        Report By
 DH0898  HISTORY     - 1949     MONUMENTED       CGS
 DH0898  HISTORY     - 1974     MARK NOT FOUND   USGS
 DH0898
 DH0898                          STATION DESCRIPTION
 DH0898
 DH0898'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0898'1.6 MI NW FROM COLUMBIANA.
 DH0898'ABOUT 1.2 MILES WEST ALONG A ROAD LEADING TO THE COLUMBIANA AIRPORT,
 DH0898'THENCE ABOUT 0.4 MILE NORTH ALONG THE NORTH-SOUTH RUNWAY, AT THE NORTH
 DH0898'END OF THE NORTH-SOUTH RUNWAY OF THE COLUMBIANA AIRPORT, IN LINE WITH
 DH0898'THE WEST EDGE OF THE RUNWAY, 39 FEET NORTH OF THE NORTHWEST CORNER
 DH0898'MARKER OF THE NORTH-SOUTH RUNWAY, 2 FEET SOUTH OF A WHITE WOODEN
 DH0898'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 DH0898'INCHES.  NOTE-- THE COLUMBIANA AIRPORT HAS BEEN TORN DOWN AND A TIRE
 DH0898'PLANT HAS BEEN BUILT WHERE THE RUNWAYS USED TO EXIST.
 DH0898
 DH0898                          STATION RECOVERY (1974)
 DH0898
 DH0898'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DH0898'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0881 ***********************************************************************
 DH0881  DESIGNATION -  E 278
 DH0881  PID         -  DH0881
 DH0881  STATE/COUNTY-  AL/SHELBY
 DH0881  USGS QUAD   -  WESTOVER (1982)
 DH0881
 DH0881                         *CURRENT SURVEY CONTROL
 DH0881  ___________________________________________________________________
 DH0881* NAD 83(1986)-  33 15 45.     (N)    086 33 12.     (W)     SCALED    
 DH0881* NAVD 88     -       145.207  (meters)     476.40   (feet)  ADJUSTED  
 DH0881  ___________________________________________________________________
 DH0881  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH0881  DYNAMIC HT  -         145.045 (meters)     475.87  (feet)  COMP
 DH0881  MODELED GRAV-     979,523.2   (mgal)                       NAVD 88
 DH0881
 DH0881  VERT ORDER  -  SECOND    CLASS 0
 DH0881
 DH0881.The horizontal coordinates were scaled from a topographic map and have
 DH0881.an estimated accuracy of +/- 6 seconds.
 DH0881
 DH0881.The orthometric height was determined by differential leveling
 DH0881.and adjusted by the National Geodetic Survey in June 1991..
 DH0881
 DH0881.The geoid height was determined by GEOID03.
 DH0881
 DH0881.The dynamic height is computed by dividing the NAVD 88
 DH0881.geopotential number by the normal gravity value computed on the
 DH0881.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0881.degrees latitude (g = 980.6199 gals.).
 DH0881
 DH0881.The modeled gravity was interpolated from observed gravity values.
 DH0881
 DH0881;                    North         East    Units  Estimated Accuracy
 DH0881;SPC AL W     -   362,120.      688,200.      MT  (+/- 180 meters Scaled)
 DH0881
 DH0881                          SUPERSEDED SURVEY CONTROL
 DH0881
 DH0881  NGVD 29 (??/??/92)  145.153  (m)          476.22   (f) ADJ UNCH    2 0
 DH0881
 DH0881.Superseded values are not recommended for survey control.
 DH0881.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0881.See file dsdata.txt to determine how the superseded data were derived.
 DH0881
 DH0881_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB416804(NAD 83)
 DH0881_MARKER: DB = BENCH MARK DISK
 DH0881_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0881_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0881_STAMPING: E 78 1949
 DH0881_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0881+STABILITY: SURFACE MOTION
 DH0881
 DH0881  HISTORY     - Date     Condition        Report By
 DH0881  HISTORY     - 1949     MONUMENTED       CGS
 DH0881
 DH0881                          STATION DESCRIPTION
 DH0881
 DH0881'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0881'6.45 MI S FROM WESTOVER.
 DH0881'ABOUT 6.45 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO BLUE SPRINGS
 DH0881'CHURCH FROM THE ATLANTIC COAST LINE RAILWAY STATION AT WESTOVER, ABOUT
 DH0881'0.95 MILE NORTH OF THE BLUE SPRINGS CHURCH, ABOUT 0.1 MILE NORTH OF
 DH0881'THE JUNCTION OF A ROAD WEST, AT THE JUNCTION OF A ROAD EAST, 43 FEET
 DH0881'EAST OF THE CENTER LINE OF THE MAIN ROAD 29 FEET NORTH OF THE CENTER
 DH0881'LINE OF THE ROAD EAST, 13 FEET SOUTHWEST OF A POWER POLE WITH
 DH0881'TRANSFORMER, 120 FEET NORTH-NORTHWEST AND ACROSS THE SIDE ROAD FROM
 DH0881'THE NORTHWEST CORNER OF A FARM HOUSE, 2 FEET SOUTHEAST OF A WHITE
 DH0881'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 DH0881'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM
 DH0881'THE COURT HOUSE AT COLUMBIANA BY GOING ABOUT 4.35 MILES NORTHEAST
 DH0881'ALONG STATE HIGHWAY 25, THENCE ABOUT 3.0 MILES NORTH ALONG A GRAVEL
 DH0881'ROAD LEADING TO WESTOVER VIA BLUE SPRINGS CHURCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0772 ***********************************************************************
 DH0772  DESIGNATION -  E 279
 DH0772  PID         -  DH0772
 DH0772  STATE/COUNTY-  AL/SHELBY
 DH0772  USGS QUAD   -  SHELBY (1980)
 DH0772
 DH0772                         *CURRENT SURVEY CONTROL
 DH0772  ___________________________________________________________________
 DH0772* NAD 83(1986)-  33 03 40.     (N)    086 34 49.     (W)     SCALED    
 DH0772* NAVD 88     -       148.668  (meters)     487.75   (feet)  ADJUSTED  
 DH0772  ___________________________________________________________________
 DH0772  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0772  DYNAMIC HT  -         148.500 (meters)     487.20  (feet)  COMP
 DH0772  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 DH0772
 DH0772  VERT ORDER  -  SECOND    CLASS 0
 DH0772
 DH0772.The horizontal coordinates were scaled from a topographic map and have
 DH0772.an estimated accuracy of +/- 6 seconds.
 DH0772
 DH0772.The orthometric height was determined by differential leveling
 DH0772.and adjusted by the National Geodetic Survey in June 1991..
 DH0772
 DH0772.The geoid height was determined by GEOID03.
 DH0772
 DH0772.The dynamic height is computed by dividing the NAVD 88
 DH0772.geopotential number by the normal gravity value computed on the
 DH0772.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0772.degrees latitude (g = 980.6199 gals.).
 DH0772
 DH0772.The modeled gravity was interpolated from observed gravity values.
 DH0772
 DH0772;                    North         East    Units  Estimated Accuracy
 DH0772;SPC AL W     -   339,770.      685,890.      MT  (+/- 180 meters Scaled)
 DH0772
 DH0772                          SUPERSEDED SURVEY CONTROL
 DH0772
 DH0772  NGVD 29 (??/??/92)  148.622  (m)          487.60   (f) ADJ UNCH    2 0
 DH0772
 DH0772.Superseded values are not recommended for survey control.
 DH0772.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0772.See file dsdata.txt to determine how the superseded data were derived.
 DH0772
 DH0772_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB391581(NAD 83)
 DH0772_MARKER: DB = BENCH MARK DISK
 DH0772_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0772_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0772_STAMPING: E 279 1949
 DH0772_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0772+STABILITY: SURFACE MOTION
 DH0772
 DH0772  HISTORY     - Date     Condition        Report By
 DH0772  HISTORY     - 1949     MONUMENTED       CGS
 DH0772  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0772
 DH0772                          STATION DESCRIPTION
 DH0772
 DH0772'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0772'4.65 MI SE FROM SHELBY.
 DH0772'ABOUT 0.7 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 DH0772'THE STATION AT SHELBY, THENCE ABOUT 1.35 MILES SOUTH AND SOUTHEAST
 DH0772'ALONG A GRAVEL ROAD, THENCE ABOUT 2.6 MILES SOUTH ALONG A GRAVEL ROAD,
 DH0772'ABOUT 1.6 MILES NORTH OF THE CHILTON-SHELBY COUNTY LINE AND THE BRIDGE
 DH0772'OVER WAXAHATEHEE CREEK, ABOUT 1.0 MILE NORTH OF THE JUNCTION OF A ROAD
 DH0772'NORTHEAST, ABOUT 0.25 MILE NORTH OF A FORD ACROSS SMALL STREAM, ABOUT
 DH0772'0.1 MILE SOUTH OF THE TOP OF A GRADE, AT THE OUTSIDE OF A CURVE WITH
 DH0772'TANGENTS NORTH AND SOUTHWEST AND THE JUNCTION OF A TRAIL SOUTH, 23
 DH0772'FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 12 FEET EAST OF
 DH0772'THE PROLONGED CENTER LINE OF THE TRAIL SOUTH, 5.5 FEET NORTHEAST OF A
 DH0772'12-INCH PINE TREE, 12 FEET SOUTHWEST OF A TRIANGULAR BLAZED 14-INCH
 DH0772'PINE TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 DH0772'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 DH0772'INCHES.  NOTE-- NEW HIGHWAY CONSTRUCTION IN THE AREA,
 DH0772
 DH0772                          STATION RECOVERY (1975)
 DH0772
 DH0772'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0772'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0050 ***********************************************************************
 BU0050  DESIGNATION -  E 28
 BU0050  PID         -  BU0050
 BU0050  STATE/COUNTY-  AL/PIKE
 BU0050  USGS QUAD   -  YOUNGBLOOD (1981)
 BU0050
 BU0050                         *CURRENT SURVEY CONTROL
 BU0050  ___________________________________________________________________
 BU0050* NAD 83(1986)-  31 45 49.     (N)    086 03 25.     (W)     SCALED    
 BU0050* NAVD 88     -       111.732  (meters)     366.57   (feet)  ADJUSTED  
 BU0050  ___________________________________________________________________
 BU0050  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BU0050  DYNAMIC HT  -         111.600 (meters)     366.14  (feet)  COMP
 BU0050  MODELED GRAV-     979,455.2   (mgal)                       NAVD 88
 BU0050
 BU0050  VERT ORDER  -  FIRST     CLASS I
 BU0050
 BU0050.The horizontal coordinates were scaled from a topographic map and have
 BU0050.an estimated accuracy of +/- 6 seconds.
 BU0050
 BU0050.The orthometric height was determined by differential leveling
 BU0050.and adjusted by the National Geodetic Survey in June 1991..
 BU0050
 BU0050.The geoid height was determined by GEOID03.
 BU0050
 BU0050.The dynamic height is computed by dividing the NAVD 88
 BU0050.geopotential number by the normal gravity value computed on the
 BU0050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0050.degrees latitude (g = 980.6199 gals.).
 BU0050
 BU0050.The modeled gravity was interpolated from observed gravity values.
 BU0050
 BU0050;                    North         East    Units  Estimated Accuracy
 BU0050;SPC AL E     -   140,120.      178,820.      MT  (+/- 180 meters Scaled)
 BU0050
 BU0050                          SUPERSEDED SURVEY CONTROL
 BU0050
 BU0050  NGVD 29 (??/??/92)  111.727  (m)          366.56   (f) ADJ UNCH    1 1
 BU0050
 BU0050.Superseded values are not recommended for survey control.
 BU0050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0050.See file dsdata.txt to determine how the superseded data were derived.
 BU0050
 BU0050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA893146(NAD 83)
 BU0050_MARKER: DB = BENCH MARK DISK
 BU0050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0050_STAMPING: E 28 1934
 BU0050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0050+STABILITY: SURFACE MOTION
 BU0050
 BU0050  HISTORY     - Date     Condition        Report By
 BU0050  HISTORY     - 1934     MONUMENTED       CGS
 BU0050  HISTORY     - 1968     GOOD             NGS
 BU0050
 BU0050                          STATION DESCRIPTION
 BU0050
 BU0050'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0050'6.8 MI SW FROM TROY.
 BU0050'6.8 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BU0050'CROSSING OF EAST WALNUT STREET AT TROY, AT AN ABANDONED ROAD CROSSING,
 BU0050'26.5 FEET SOUTH OF THE SOUTH RAIL, 30 FEET WEST OF THE CENTER LINE OF
 BU0050'A DIM TRAIL, 2 FEET EAST OF A METAL WITNESS POST, SET IN THE TOP OF A
 BU0050'CONCRETE POST FLUSH WITH THE GROUND.  NOTE--MARK MAY BE REACHED BY
 BU0050'GOING 5.45 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BU0050'THE SOUTHWEST ONE OF TWO BLACK TOPPED ROAD CROSSING AT GOSHEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0138 ***********************************************************************
 CO0138  DESIGNATION -  E 28 5
 CO0138  PID         -  CO0138
 CO0138  STATE/COUNTY-  AL/GREENE
 CO0138  USGS QUAD   -  GAINESVILLE (1986)
 CO0138
 CO0138                         *CURRENT SURVEY CONTROL
 CO0138  ___________________________________________________________________
 CO0138* NAD 83(1992)-  32 50 31.18541(N)    088 07 55.34998(W)     ADJUSTED  
 CO0138* NAVD 88     -        34.438  (meters)     112.99   (feet)  ADJUSTED  
 CO0138  ___________________________________________________________________
 CO0138  LAPLACE CORR-          -0.65  (seconds)                    DEFLEC99
 CO0138  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 CO0138  DYNAMIC HT  -          34.399 (meters)     112.86  (feet)  COMP
 CO0138  MODELED GRAV-     979,510.8   (mgal)                       NAVD 88
 CO0138
 CO0138  HORZ ORDER  -  SECOND
 CO0138  VERT ORDER  -  SECOND    CLASS 0
 CO0138
 CO0138.The horizontal coordinates were established by classical geodetic methods
 CO0138.and adjusted by the National Geodetic Survey in May 1994..
 CO0138
 CO0138.The orthometric height was determined by differential leveling
 CO0138.and adjusted by the National Geodetic Survey in June 1991..
 CO0138
 CO0138.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO0138
 CO0138.The geoid height was determined by GEOID03.
 CO0138
 CO0138.The dynamic height is computed by dividing the NAVD 88
 CO0138.geopotential number by the normal gravity value computed on the
 CO0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0138.degrees latitude (g = 980.6199 gals.).
 CO0138
 CO0138.The modeled gravity was interpolated from observed gravity values.
 CO0138
 CO0138;                    North         East     Units Scale Factor Converg.
 CO0138;SPC AL W     -   315,267.496   540,832.066   MT  0.99997648   -0 20 34.0
 CO0138;UTM  16      - 3,634,338.457   394,058.435   MT  0.99973839   -0 36 50.4
 CO0138
 CO0138!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO0138!SPC AL W     -   0.99999916  x   0.99997648  =   0.99997564
 CO0138!UTM  16      -   0.99999916  x   0.99973839  =   0.99973755
 CO0138
 CO0138                          SUPERSEDED SURVEY CONTROL
 CO0138
 CO0138  NAD 83(1992)-  32 50 31.18762(N)    088 07 55.35068(W) AD(       ) 2
 CO0138  NAD 83(1986)-  32 50 31.19339(N)    088 07 55.35340(W) AD(       ) 2
 CO0138  NAD 27      -  32 50 30.72700(N)    088 07 55.27100(W) AD(       ) 2
 CO0138  NGVD 29 (??/??/92)   34.412  (m)          112.90   (f) ADJ UNCH    2 0
 CO0138
 CO0138.Superseded values are not recommended for survey control.
 CO0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0138.See file dsdata.txt to determine how the superseded data were derived.
 CO0138
 CO0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9405834338(NAD 83)
 CO0138_MARKER: DD = SURVEY DISK
 CO0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0138_STAMPING: E 28-5
 CO0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0138+STABILITY: SURFACE MOTION
 CO0138
 CO0138  HISTORY     - Date     Condition        Report By
 CO0138  HISTORY     - 1955     MONUMENTED       CGS
 CO0138  HISTORY     - 1946     GOOD             NGS
 CO0138
 CO0138                          STATION DESCRIPTION
 CO0138
 CO0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 CO0138'STATION IS LOCATED ALONG STATE HIGHWAY 39 AND 9 MILES SOUTHWEST
 CO0138'OF CLINTON, 2-1/4 MILES NORTHEAST OF GAINESVILLE.
 CO0138'
 CO0138'STATION WAS USED AS A REFERENCE MARK FOR STATION TUBBS.  IT IS 83
 CO0138'FEET NORTHEAST OF THE CENTER OF HIGHWAY 39, 29 FEET NORTHWEST OF THE
 CO0138'NORTH EDGE OF A LARGE DITCH, 28 FEET SOUTHEAST OF AN 8 INCH TWIN GUM
 CO0138'TREE, 2 FEET SOUTHEAST OF A FENCE LINE AND 2 FEET SOUTHEAST OF A
 CO0138'WHITE WITNESS POST.  THE MARK IS A 4 X 4 INCH CONCRETE POST
 CO0138'THAT PROJECTS 6 INCHES WITH A STANDARD U.S. ENGINEER
 CO0138'DEPARTMENT DISK IN THE TOP STAMPED E 28-5.
 CO0138
 CO0138                          STATION RECOVERY (1946)
 CO0138
 CO0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 CO0138'2.25 MI NE FROM GAINESVILLE.
 CO0138'2.25 MILES NORTHEAST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 CO0138'GAINESVILLE, AT THE SOUTHWEST END OF A CABLE GUARD RAILING ALONG A
 CO0138'FILL, ABOUT 115 YARDS SOUTHWEST OF THE SOUTHWEST END OF A 92-FOOT
 CO0138'BRIDGE, 82 FEET NORTHWEST OF AND ABOUT 5 FEET LOWER THAN THE CENTER
 CO0138'LINE OF THE HIGHWAY, 14.5 FEET NORTHWEST OF HIGHWAY RIGHT-OF-WAY
 CO0138'STATION 113.3+00, 4.4 FEET SOUTHEAST OF THE NORTHWEST RIGHT-OF-WAY
 CO0138'FENCE, AND 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A U.S.E.
 CO0138'DISK, STAMPED E 28-5, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CO0138'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0768 ***********************************************************************
 DH0768  DESIGNATION -  E 280
 DH0768  PID         -  DH0768
 DH0768  STATE/COUNTY-  AL/CHILTON
 DH0768  USGS QUAD   -  OZAN (1979)
 DH0768
 DH0768                         *CURRENT SURVEY CONTROL
 DH0768  ___________________________________________________________________
 DH0768* NAD 83(1986)-  33 00 36.     (N)    086 42 38.     (W)     SCALED    
 DH0768* NAVD 88     -       167.336  (meters)     549.00   (feet)  ADJUSTED  
 DH0768  ___________________________________________________________________
 DH0768  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH0768  DYNAMIC HT  -         167.145 (meters)     548.37  (feet)  COMP
 DH0768  MODELED GRAV-     979,490.1   (mgal)                       NAVD 88
 DH0768
 DH0768  VERT ORDER  -  SECOND    CLASS 0
 DH0768
 DH0768.The horizontal coordinates were scaled from a topographic map and have
 DH0768.an estimated accuracy of +/- 6 seconds.
 DH0768
 DH0768.The orthometric height was determined by differential leveling
 DH0768.and adjusted by the National Geodetic Survey in June 1991..
 DH0768
 DH0768.The geoid height was determined by GEOID03.
 DH0768
 DH0768.The dynamic height is computed by dividing the NAVD 88
 DH0768.geopotential number by the normal gravity value computed on the
 DH0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0768.degrees latitude (g = 980.6199 gals.).
 DH0768
 DH0768.The modeled gravity was interpolated from observed gravity values.
 DH0768
 DH0768;                    North         East    Units  Estimated Accuracy
 DH0768;SPC AL W     -   334,000.      673,760.      MT  (+/- 180 meters Scaled)
 DH0768
 DH0768                          SUPERSEDED SURVEY CONTROL
 DH0768
 DH0768  NGVD 29 (??/??/92)  167.287  (m)          548.84   (f) ADJ UNCH    2 0
 DH0768
 DH0768.Superseded values are not recommended for survey control.
 DH0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0768.See file dsdata.txt to determine how the superseded data were derived.
 DH0768
 DH0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB270524(NAD 83)
 DH0768_MARKER: DB = BENCH MARK DISK
 DH0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0768_STAMPING: E 280 1949
 DH0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0768+STABILITY: SURFACE MOTION
 DH0768
 DH0768  HISTORY     - Date     Condition        Report By
 DH0768  HISTORY     - 1949     MONUMENTED       CGS
 DH0768  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0768
 DH0768                          STATION DESCRIPTION
 DH0768
 DH0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0768'7.8 MI SE FROM CALERA.
 DH0768'ABOUT 2.9 MILES SOUTH ALONG U.S. HIGHWAY 31 FROM THE BANK BUILDING AT
 DH0768'CALERA, THENCE ABOUT 4.9 MILES EAST AND SOUTHEAST ALONG A GRAVEL ROAD,
 DH0768'ABOUT 0.95 MILE SOUTHEAST OF A WOODEN BRIDGE OVER THIRD CREEK, IN THE
 DH0768'TRIANGLE FORMED BY THE JUNCTION OF A ROAD EAST, 29 FEET EAST OF THE
 DH0768'CENTER LINE OF THE NORTH-SOUTH ROAD, 40 FEET NORTHWEST OF THE SOUTH
 DH0768'LEG OF THE ROAD EAST, 16 FEET EAST OF A 10-INCH HICKORY TREE, 26 FEET
 DH0768'SOUTHWEST OF THE CENTER LINE OF THE NORTH LEG OF THE ROAD EAST, 2 FEET
 DH0768'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DH0768'NORTH-SOUTH ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DH0768'INCHES.  NOTE-- LINE CONTINUES ON ROAD EAST FOR ABOUT 0.8 MILE TO
 DH0768'BENCH MARK F 280 ON LINE 2 JEMISON AREA.  NOTE-- MARK MAY BE REACHED
 DH0768'FROM THE HIGH SCHOOL AT JEMISON, CHILTON COUNTY BY GOING ABOUT 0.1
 DH0768'MILE NORTH ALONG U.S. HIGHWAY 31, THENCE ABOUT 2.6 MILES NORTHEAST AND
 DH0768'NORTH ALONG A GRAVEL ROAD VIA OAK HILL CHURCH AND CEMETERY, THENCE
 DH0768'ABOUT 2.0 MILES EAST AND NORTHEAST ALONG A GRAVEL ROAD VIA ROCKY MOUNT
 DH0768'CHURCH AND CEMETERY, THENCE ABOUT 0.8 MILE NORTHWEST AND WEST ALONG A
 DH0768'GRAVEL ROAD TO SITE OF MARK.  NOTE-- ROAD HAS BEEN RELOCATED.
 DH0768
 DH0768                          STATION RECOVERY (1975)
 DH0768
 DH0768'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0768'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0406 ***********************************************************************
 DH0406  DESIGNATION -  E 281
 DH0406  PID         -  DH0406
 DH0406  STATE/COUNTY-  AL/TALLADEGA
 DH0406  USGS QUAD   -  SYLACAUGA WEST (1980)
 DH0406
 DH0406                         *CURRENT SURVEY CONTROL
 DH0406  ___________________________________________________________________
 DH0406* NAD 83(1986)-  33 09 41.     (N)    086 17 03.     (W)     SCALED    
 DH0406* NAVD 88     -       180.254  (meters)     591.38   (feet)  ADJUSTED  
 DH0406  ___________________________________________________________________
 DH0406  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH0406  DYNAMIC HT  -         180.051 (meters)     590.72  (feet)  COMP
 DH0406  MODELED GRAV-     979,510.7   (mgal)                       NAVD 88
 DH0406
 DH0406  VERT ORDER  -  SECOND    CLASS 0
 DH0406
 DH0406.This mark is at Merkel Fld Sylacauga Mun Airport (SCD)
 DH0406
 DH0406.The horizontal coordinates were scaled from a topographic map and have
 DH0406.an estimated accuracy of +/- 6 seconds.
 DH0406
 DH0406.The orthometric height was determined by differential leveling
 DH0406.and adjusted by the National Geodetic Survey in June 1991..
 DH0406
 DH0406.The geoid height was determined by GEOID03.
 DH0406
 DH0406.The dynamic height is computed by dividing the NAVD 88
 DH0406.geopotential number by the normal gravity value computed on the
 DH0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0406.degrees latitude (g = 980.6199 gals.).
 DH0406
 DH0406.The modeled gravity was interpolated from observed gravity values.
 DH0406
 DH0406;                    North         East    Units  Estimated Accuracy
 DH0406;SPC AL E     -   295,180.      157,950.      MT  (+/- 180 meters Scaled)
 DH0406
 DH0406                          SUPERSEDED SURVEY CONTROL
 DH0406
 DH0406  NGVD 29 (??/??/92)  180.192  (m)          591.18   (f) ADJ UNCH    2 0
 DH0406
 DH0406.Superseded values are not recommended for survey control.
 DH0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0406.See file dsdata.txt to determine how the superseded data were derived.
 DH0406
 DH0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB667694(NAD 83)
 DH0406_MARKER: DB = BENCH MARK DISK
 DH0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0406_STAMPING: E 281 1949
 DH0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0406+STABILITY: SURFACE MOTION
 DH0406
 DH0406  HISTORY     - Date     Condition        Report By
 DH0406  HISTORY     - 1949     MONUMENTED       CGS
 DH0406  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0406
 DH0406                          STATION DESCRIPTION
 DH0406
 DH0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0406'1.8 MI SE FROM GANTT JUNCTION.
 DH0406'ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 DH0406'NASHVILLE RAILROAD STATION AT GANTT JUNCTION, THENCE ABOUT 0.8 MILE
 DH0406'EAST ALONG A BLACK TOP ROAD (SYLACAUGA FAYETTEVILLE ROAD), THENCE
 DH0406'ABOUT 0.8 MILE SOUTH ALONG A DIRT ROAD TO SYLACAUGA AIRPORT.  AT THE
 DH0406'INTERSECTION OF THE RUNWAYS, 2.5 FEET WEST OF THE WEST EDGE OF THE
 DH0406'NORTH-SOUTH RUNWAY, 7 FEET SOUTH OF THE SOUTH EDGE OF THE EAST-WEST
 DH0406'RUNWAY, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 DH0406'WITH THE RUNWAYS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DH0406'INCHES. NOTE-- SYLACAUGA AIRPORT HAS BEEN TORN DOWN AND THE DISTANCE
 DH0406'MEASUREMENTS COME OUT IN A PLOWED FIELD.
 DH0406
 DH0406                          STATION RECOVERY (1975)
 DH0406
 DH0406'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0406'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0417 ***********************************************************************
 DH0417  DESIGNATION -  E 282
 DH0417  PID         -  DH0417
 DH0417  STATE/COUNTY-  AL/COOSA
 DH0417  USGS QUAD   -  WEOGUFKA (1979)
 DH0417
 DH0417                         *CURRENT SURVEY CONTROL
 DH0417  ___________________________________________________________________
 DH0417* NAD 83(1986)-  33 01 50.     (N)    086 17 35.     (W)     SCALED    
 DH0417* NAVD 88     -       194.075  (meters)     636.73   (feet)  ADJUSTED  
 DH0417  ___________________________________________________________________
 DH0417  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH0417  DYNAMIC HT  -         193.853 (meters)     636.00  (feet)  COMP
 DH0417  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 DH0417
 DH0417  VERT ORDER  -  SECOND    CLASS 0
 DH0417
 DH0417.The horizontal coordinates were scaled from a topographic map and have
 DH0417.an estimated accuracy of +/- 6 seconds.
 DH0417
 DH0417.The orthometric height was determined by differential leveling
 DH0417.and adjusted by the National Geodetic Survey in June 1991..
 DH0417
 DH0417.The geoid height was determined by GEOID03.
 DH0417
 DH0417.The dynamic height is computed by dividing the NAVD 88
 DH0417.geopotential number by the normal gravity value computed on the
 DH0417.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0417.degrees latitude (g = 980.6199 gals.).
 DH0417
 DH0417.The modeled gravity was interpolated from observed gravity values.
 DH0417
 DH0417;                    North         East    Units  Estimated Accuracy
 DH0417;SPC AL E     -   280,680.      157,050.      MT  (+/- 180 meters Scaled)
 DH0417
 DH0417                          SUPERSEDED SURVEY CONTROL
 DH0417
 DH0417  NGVD 29 (??/??/92)  194.027  (m)          636.57   (f) ADJ UNCH    2 0
 DH0417
 DH0417.Superseded values are not recommended for survey control.
 DH0417.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0417.See file dsdata.txt to determine how the superseded data were derived.
 DH0417
 DH0417_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB660548(NAD 83)
 DH0417_MARKER: DB = BENCH MARK DISK
 DH0417_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0417_SP_SET: BANNISTER
 DH0417_STAMPING: E 282 1949
 DH0417_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0417
 DH0417  HISTORY     - Date     Condition        Report By
 DH0417  HISTORY     - 1949     MONUMENTED       CGS
 DH0417
 DH0417                          STATION DESCRIPTION
 DH0417
 DH0417'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0417'1.55 MI NE FROM WEOGUFKA.
 DH0417'ABOUT 1.55 MILES NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 DH0417'AND CROSSROADS AT WEOGUFKA, SET IN THE TOP OF THE SOUTH END OF THE
 DH0417'EAST ABUTMENT OF A 260-FOOT CONCRETE BRIDGE OVER WEOGUFKA CREEK, 15
 DH0417'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 0.8 FOOT SOUTH OF THE
 DH0417'CONCRETE BANISTER AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0273 ***********************************************************************
 CN0273  DESIGNATION -  E 283
 CN0273  PID         -  CN0273
 CN0273  STATE/COUNTY-  AL/COOSA
 CN0273  USGS QUAD   -  MITCHELL DAM NW (1971)
 CN0273
 CN0273                         *CURRENT SURVEY CONTROL
 CN0273  ___________________________________________________________________
 CN0273* NAD 83(1986)-  32 57 01.     (N)    086 26 33.     (W)     SCALED    
 CN0273* NAVD 88     -       145.160  (meters)     476.25   (feet)  ADJUSTED  
 CN0273  ___________________________________________________________________
 CN0273  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CN0273  DYNAMIC HT  -         144.994 (meters)     475.70  (feet)  COMP
 CN0273  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CN0273
 CN0273  VERT ORDER  -  SECOND    CLASS 0
 CN0273
 CN0273.The horizontal coordinates were scaled from a topographic map and have
 CN0273.an estimated accuracy of +/- 6 seconds.
 CN0273
 CN0273.The orthometric height was determined by differential leveling
 CN0273.and adjusted by the National Geodetic Survey in June 1991..
 CN0273
 CN0273.The geoid height was determined by GEOID03.
 CN0273
 CN0273.The dynamic height is computed by dividing the NAVD 88
 CN0273.geopotential number by the normal gravity value computed on the
 CN0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0273.degrees latitude (g = 980.6199 gals.).
 CN0273
 CN0273.The modeled gravity was interpolated from observed gravity values.
 CN0273
 CN0273;                    North         East    Units  Estimated Accuracy
 CN0273;SPC AL E     -   271,850.      143,040.      MT  (+/- 180 meters Scaled)
 CN0273
 CN0273                          SUPERSEDED SURVEY CONTROL
 CN0273
 CN0273  NGVD 29 (??/??/92)  145.119  (m)          476.11   (f) ADJ UNCH    2 0
 CN0273
 CN0273.Superseded values are not recommended for survey control.
 CN0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0273.See file dsdata.txt to determine how the superseded data were derived.
 CN0273
 CN0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB521459(NAD 83)
 CN0273_MARKER: DB = BENCH MARK DISK
 CN0273_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0273_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0273_STAMPING: E 283 1949
 CN0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0273+STABILITY: SURFACE MOTION
 CN0273
 CN0273  HISTORY     - Date     Condition        Report By
 CN0273  HISTORY     - 1949     MONUMENTED       CGS
 CN0273
 CN0273                          STATION DESCRIPTION
 CN0273
 CN0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0273'10.25 MI SW FROM WEOGUFKA.
 CN0273'ABOUT 3.25 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 CN0273'CROSSROADS AT WEOGUFKA, THENCE ABOUT 7.0 MILES SOUTHWEST ALONG A
 CN0273'GRAVEL ROAD, ABOUT 0.2 MILE NORTHEAST OF A 20-FOOT WOODEN BRIDGE, AT
 CN0273'THE BOTTOM OF GRADES, 110 FEET SOUTHWEST OF A FORD ACROSS SMALL CREEK,
 CN0273'22 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 13 FEET
 CN0273'NORTH-NORTHEAST OF A TRIANGULAR BLAZED 10-INCH HICKORY TREE, 2 FEET
 CN0273'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 CN0273'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1255 ***********************************************************************
 CN1255  DESIGNATION -  E 284
 CN1255  PID         -  CN1255
 CN1255  STATE/COUNTY-  AL/CHILTON
 CN1255  USGS QUAD   -  JEMISON EAST (1983)
 CN1255
 CN1255                         *CURRENT SURVEY CONTROL
 CN1255  ___________________________________________________________________
 CN1255* NAD 83(1986)-  32 55 12.     (N)    086 43 12.     (W)     SCALED    
 CN1255* NAVD 88     -       211.660  (meters)     694.42   (feet)  ADJUSTED  
 CN1255  ___________________________________________________________________
 CN1255  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN1255  DYNAMIC HT  -         211.416 (meters)     693.62  (feet)  COMP
 CN1255  MODELED GRAV-     979,481.0   (mgal)                       NAVD 88
 CN1255
 CN1255  VERT ORDER  -  SECOND    CLASS 0
 CN1255
 CN1255.The horizontal coordinates were scaled from a topographic map and have
 CN1255.an estimated accuracy of +/- 6 seconds.
 CN1255
 CN1255.The orthometric height was determined by differential leveling
 CN1255.and adjusted by the National Geodetic Survey in June 1991..
 CN1255
 CN1255.The geoid height was determined by GEOID03.
 CN1255
 CN1255.The dynamic height is computed by dividing the NAVD 88
 CN1255.geopotential number by the normal gravity value computed on the
 CN1255.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1255.degrees latitude (g = 980.6199 gals.).
 CN1255
 CN1255.The modeled gravity was interpolated from observed gravity values.
 CN1255
 CN1255;                    North         East    Units  Estimated Accuracy
 CN1255;SPC AL W     -   324,010.      672,960.      MT  (+/- 180 meters Scaled)
 CN1255
 CN1255                          SUPERSEDED SURVEY CONTROL
 CN1255
 CN1255  NGVD 29 (??/??/92)  211.612  (m)          694.26   (f) ADJ UNCH    2 0
 CN1255
 CN1255.Superseded values are not recommended for survey control.
 CN1255.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1255.See file dsdata.txt to determine how the superseded data were derived.
 CN1255
 CN1255_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB261424(NAD 83)
 CN1255_MARKER: DB = BENCH MARK DISK
 CN1255_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1255_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1255_STAMPING: E 284 1949
 CN1255_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1255+STABILITY: SURFACE MOTION
 CN1255
 CN1255  HISTORY     - Date     Condition        Report By
 CN1255  HISTORY     - 1949     MONUMENTED       CGS
 CN1255  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1255
 CN1255                          STATION DESCRIPTION
 CN1255
 CN1255'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1255'0.3 MI NW FROM THORSBY.
 CN1255'ABOUT 0.3 MILE NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE LOUISVILLE AND
 CN1255'NASHVILLE RAILROAD STATION AT THORSBY, 90 YARDS NORTHWEST OF THE TOP
 CN1255'OF A GRADE AND THE JUNCTION OF A GRAVEL ROAD NORTH, 30 FEET SOUTHWEST
 CN1255'OF THE CENTER LINE OF THE HIGHWAY, 42 FEET NORTHEAST OF THE NORTHEAST
 CN1255'RAIL OF THE L. AND N. RAILROAD TRACK, 63 FEET NORTH-NORTHEAST AND
 CN1255'ACROSS THE TRACK FROM MILE POST 439, 5.5 FEET EAST-SOUTHEAST OF A
 CN1255'POWER POLE, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 CN1255'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 CN1255'INCHES.
 CN1255
 CN1255                          STATION RECOVERY (1971)
 CN1255
 CN1255'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1255'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0371 ***********************************************************************
 DH0371  DESIGNATION -  E 285
 DH0371  PID         -  DH0371
 DH0371  STATE/COUNTY-  AL/SHELBY
 DH0371  USGS QUAD   -  HARPERSVILLE (1972)
 DH0371
 DH0371                         *CURRENT SURVEY CONTROL
 DH0371  ___________________________________________________________________
 DH0371* NAD 83(1986)-  33 17 13.     (N)    086 26 13.     (W)     SCALED    
 DH0371* NAVD 88     -       127.588  (meters)     418.60   (feet)  ADJUSTED  
 DH0371  ___________________________________________________________________
 DH0371  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0371  DYNAMIC HT  -         127.447 (meters)     418.13  (feet)  COMP
 DH0371  MODELED GRAV-     979,529.9   (mgal)                       NAVD 88
 DH0371
 DH0371  VERT ORDER  -  SECOND    CLASS 0
 DH0371
 DH0371.The horizontal coordinates were scaled from a topographic map and have
 DH0371.an estimated accuracy of +/- 6 seconds.
 DH0371
 DH0371.The orthometric height was determined by differential leveling
 DH0371.and adjusted by the National Geodetic Survey in June 1991..
 DH0371
 DH0371.The geoid height was determined by GEOID03.
 DH0371
 DH0371.The dynamic height is computed by dividing the NAVD 88
 DH0371.geopotential number by the normal gravity value computed on the
 DH0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0371.degrees latitude (g = 980.6199 gals.).
 DH0371
 DH0371.The modeled gravity was interpolated from observed gravity values.
 DH0371
 DH0371;                    North         East    Units  Estimated Accuracy
 DH0371;SPC AL W     -   364,940.      699,020.      MT  (+/- 180 meters Scaled)
 DH0371
 DH0371                          SUPERSEDED SURVEY CONTROL
 DH0371
 DH0371  NGVD 29 (??/??/92)  127.550  (m)          418.47   (f) ADJ UNCH    2 0
 DH0371
 DH0371.Superseded values are not recommended for survey control.
 DH0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0371.See file dsdata.txt to determine how the superseded data were derived.
 DH0371
 DH0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB524832(NAD 83)
 DH0371_MARKER: DB = BENCH MARK DISK
 DH0371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0371_SP_SET: CULVERT
 DH0371_STAMPING: E 285 1949
 DH0371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0371
 DH0371  HISTORY     - Date     Condition        Report By
 DH0371  HISTORY     - 1949     MONUMENTED       CGS
 DH0371
 DH0371                          STATION DESCRIPTION
 DH0371
 DH0371'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0371'5.85 MI W FROM CHILDERSBURG.
 DH0371'ABOUT 1.65 MILES NORTHWEST ALONG STATE HIGHWAY 91 FROM THE JUNCTION OF
 DH0371'STATE HIGHWAY 76E AT CHILDERSBURG, THENCE ABOUT 4.2 MILES WEST ALONG
 DH0371'STATE HIGHWAY 76, ABOUT 0.8 MILE EAST OF THE JUNCTION OF STATE HIGHWAY
 DH0371'25, ABOUT 0.8 MILE WEST OF A SIDE ROAD NORTH, SET IN THE TOP OF THE
 DH0371'WEST END OF THE NORTH HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 13 FEET
 DH0371'NORTH OF THE CENTER LINE OF THE HIGHWAY AND 1 FOOT BELOW HIGHWAY
 DH0371'LEVEL.  NOTE--MARK MAY BE REACHED FROM WILSONVILLE, SHELBY COUNTY BY
 DH0371'GOING ABOUT 4.45 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE WATER
 DH0371'TOWER, THENCE ABOUT 0.8 MILE EAST ALONG STATE HIGHWAY 76.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0152 ***********************************************************************
 CN0152  DESIGNATION -  E 287
 CN0152  PID         -  CN0152
 CN0152  STATE/COUNTY-  AL/ELMORE
 CN0152  USGS QUAD   -  HOLTVILLE (1987)
 CN0152
 CN0152                         *CURRENT SURVEY CONTROL
 CN0152  ___________________________________________________________________
 CN0152* NAD 83(1986)-  32 41 36.     (N)    086 20 20.     (W)     SCALED    
 CN0152* NAVD 88     -       109.094  (meters)     357.92   (feet)  ADJUSTED  
 CN0152  ___________________________________________________________________
 CN0152  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CN0152  DYNAMIC HT  -         108.968 (meters)     357.51  (feet)  COMP
 CN0152  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 CN0152
 CN0152  VERT ORDER  -  SECOND    CLASS 0
 CN0152
 CN0152.The horizontal coordinates were scaled from a topographic map and have
 CN0152.an estimated accuracy of +/- 6 seconds.
 CN0152
 CN0152.The orthometric height was determined by differential leveling
 CN0152.and adjusted by the National Geodetic Survey in June 1991..
 CN0152
 CN0152.The geoid height was determined by GEOID03.
 CN0152
 CN0152.The dynamic height is computed by dividing the NAVD 88
 CN0152.geopotential number by the normal gravity value computed on the
 CN0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0152.degrees latitude (g = 980.6199 gals.).
 CN0152
 CN0152.The modeled gravity was interpolated from observed gravity values.
 CN0152
 CN0152;                    North         East    Units  Estimated Accuracy
 CN0152;SPC AL E     -   243,300.      152,590.      MT  (+/- 180 meters Scaled)
 CN0152
 CN0152                          SUPERSEDED SURVEY CONTROL
 CN0152
 CN0152  NGVD 29 (??/??/92)  109.066  (m)          357.83   (f) ADJ UNCH    2 0
 CN0152
 CN0152.Superseded values are not recommended for survey control.
 CN0152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0152.See file dsdata.txt to determine how the superseded data were derived.
 CN0152
 CN0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB619174(NAD 83)
 CN0152_MARKER: DB = BENCH MARK DISK
 CN0152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0152_STAMPING: E 287 1949
 CN0152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0152+STABILITY: SURFACE MOTION
 CN0152
 CN0152  HISTORY     - Date     Condition        Report By
 CN0152  HISTORY     - 1949     MONUMENTED       CGS
 CN0152  HISTORY     - 1956     GOOD             NGS
 CN0152  HISTORY     - 1980     MARK NOT FOUND   USGS
 CN0152
 CN0152                          STATION DESCRIPTION
 CN0152
 CN0152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1956
 CN0152'2.05 MI SW FROM TITUS.
 CN0152'ABOUT 2.05 MILES SOUTHWESTERLY ALONG THE OLD NOBLE FERRY LANDING ROAD
 CN0152'FROM THE MAIN CORNER AT TITUS, ELMORE COUNTY, ABOUT 0.2 MILE W OF A
 CN0152'ROAD Y-INTERSECTION, ABOUT 130 YARDS W OF A RIGHT ANGLE IN A POWER
 CN0152'LINE, ABOUT 65 FEET N OF THE PROJECTED LINE OF ONE SEGMENT OF THE
 CN0152'POWER LINE, 30 YARDS NW OF THE JUNCTION OF THE PRESENT NEIGHBORHOOD
 CN0152'ROAD AND THE OVERGROWN BEGINNING OF THE DOWNGRADE APPROACH TO THE OLD
 CN0152'FERRY LANDING, 32 FEET N OF AN 8- AND 10-INCH SIAMESE-TWINS ELM TREE,
 CN0152'1.5 FEET S OF THE SE CORNER OF AN OLD HOUSE NOW USED AS A STORAGE
 CN0152'BARN, AND PROJECTING 0.1 FOOT ABOVE GROUND.
 CN0152
 CN0152                          STATION RECOVERY (1980)
 CN0152
 CN0152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CN0152'TO PINPOINT LOCATION AND THIS MARK MAY STILL EXIST. OLD ROAD TO FERRY
 CN0152'LANDING STILL VISABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0210 ***********************************************************************
 CN0210  DESIGNATION -  E 288
 CN0210  PID         -  CN0210
 CN0210  STATE/COUNTY-  AL/ELMORE
 CN0210  USGS QUAD   -  DEXTER (1987)
 CN0210
 CN0210                         *CURRENT SURVEY CONTROL
 CN0210  ___________________________________________________________________
 CN0210* NAD 83(1986)-  32 43 09.     (N)    086 08 56.     (W)     SCALED    
 CN0210* NAVD 88     -       197.628  (meters)     648.38   (feet)  ADJUSTED  
 CN0210  ___________________________________________________________________
 CN0210  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 CN0210  DYNAMIC HT  -         197.397 (meters)     647.63  (feet)  COMP
 CN0210  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 CN0210
 CN0210  VERT ORDER  -  SECOND    CLASS 0
 CN0210
 CN0210.The horizontal coordinates were scaled from a topographic map and have
 CN0210.an estimated accuracy of +/- 6 seconds.
 CN0210
 CN0210.The orthometric height was determined by differential leveling
 CN0210.and adjusted by the National Geodetic Survey in June 1991..
 CN0210
 CN0210.The geoid height was determined by GEOID03.
 CN0210
 CN0210.The dynamic height is computed by dividing the NAVD 88
 CN0210.geopotential number by the normal gravity value computed on the
 CN0210.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0210.degrees latitude (g = 980.6199 gals.).
 CN0210
 CN0210.The modeled gravity was interpolated from observed gravity values.
 CN0210
 CN0210;                    North         East    Units  Estimated Accuracy
 CN0210;SPC AL E     -   246,100.      170,420.      MT  (+/- 180 meters Scaled)
 CN0210
 CN0210                          SUPERSEDED SURVEY CONTROL
 CN0210
 CN0210  NGVD 29 (??/??/92)  197.607  (m)          648.32   (f) ADJ UNCH    2 0
 CN0210
 CN0210.Superseded values are not recommended for survey control.
 CN0210.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0210.See file dsdata.txt to determine how the superseded data were derived.
 CN0210
 CN0210_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB797204(NAD 83)
 CN0210_MARKER: DB = BENCH MARK DISK
 CN0210_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0210_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0210_STAMPING: E 288 1949
 CN0210_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0210+STABILITY: SURFACE MOTION
 CN0210
 CN0210  HISTORY     - Date     Condition        Report By
 CN0210  HISTORY     - 1949     MONUMENTED       CGS
 CN0210
 CN0210                          STATION DESCRIPTION
 CN0210
 CN0210'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0210'2.8 MI SW FROM SEMAN.
 CN0210'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 9 FROM THE CHURCH AND
 CN0210'CEMETERY AT SEMAN, THENCE ABOUT 0.15 MILE SOUTH AND ABOUT 2.5 MILES
 CN0210'SOUTHWEST ALONG GRAVEL ROADS, ABOUT 0.8 MILE NORTHEAST OF A BRIDGE
 CN0210'OVER LITTLE WEOKA CREEK, ABOUT 0.85 MILE SOUTHWEST OF THE JUNCTION OF
 CN0210'A ROAD SOUTH, AT A VACANT HOUSE SOUTH OF ROAD, 38 1/2 FEET SOUTH OF
 CN0210'THE CENTER LINE OF THE ROAD, 44 FEET WEST-SOUTHWEST OF THE NORTHWEST
 CN0210'CORNER OF THE HOUSE, 25 FEET SOUTHWEST OF A 24-INCH OAK TREE, 23 FEET
 CN0210'WEST OF A WELL, 28 FEET NORTHWEST OF A 30-INCH OAK TREE, 1 1/2 FEET
 CN0210'EAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CN0210'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CN0210'3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE SCHOOL AT WEOKA, BY
 CN0210'GOING ABOUT 1.5 MILES SOUTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 1.0
 CN0210'MILE NORTHEAST ALONG A GRAVEL ROAD LEADING TO SEMAN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0145 ***********************************************************************
 CN0145  DESIGNATION -  E 289
 CN0145  PID         -  CN0145
 CN0145  STATE/COUNTY-  AL/ELMORE
 CN0145  USGS QUAD   -  DEATSVILLE (1984)
 CN0145
 CN0145                         *CURRENT SURVEY CONTROL
 CN0145  ___________________________________________________________________
 CN0145* NAD 83(1986)-  32 36 31.     (N)    086 22 52.     (W)     SCALED    
 CN0145* NAVD 88     -        99.455  (meters)     326.30   (feet)  ADJUSTED  
 CN0145  ___________________________________________________________________
 CN0145  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN0145  DYNAMIC HT  -          99.340 (meters)     325.92  (feet)  COMP
 CN0145  MODELED GRAV-     979,477.3   (mgal)                       NAVD 88
 CN0145
 CN0145  VERT ORDER  -  SECOND    CLASS 0
 CN0145
 CN0145.The horizontal coordinates were scaled from a topographic map and have
 CN0145.an estimated accuracy of +/- 6 seconds.
 CN0145
 CN0145.The orthometric height was determined by differential leveling
 CN0145.and adjusted by the National Geodetic Survey in June 1991..
 CN0145
 CN0145.The geoid height was determined by GEOID03.
 CN0145
 CN0145.The dynamic height is computed by dividing the NAVD 88
 CN0145.geopotential number by the normal gravity value computed on the
 CN0145.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0145.degrees latitude (g = 980.6199 gals.).
 CN0145
 CN0145.The modeled gravity was interpolated from observed gravity values.
 CN0145
 CN0145;                    North         East    Units  Estimated Accuracy
 CN0145;SPC AL E     -   233,920.      148,590.      MT  (+/- 180 meters Scaled)
 CN0145
 CN0145                          SUPERSEDED SURVEY CONTROL
 CN0145
 CN0145  NGVD 29 (??/??/92)   99.433  (m)          326.22   (f) ADJ UNCH    2 0
 CN0145
 CN0145.Superseded values are not recommended for survey control.
 CN0145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0145.See file dsdata.txt to determine how the superseded data were derived.
 CN0145
 CN0145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB580080(NAD 83)
 CN0145_MARKER: DB = BENCH MARK DISK
 CN0145_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0145_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0145_STAMPING: E 289 1949
 CN0145_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0145+STABILITY: SURFACE MOTION
 CN0145
 CN0145  HISTORY     - Date     Condition        Report By
 CN0145  HISTORY     - 1949     MONUMENTED       CGS
 CN0145
 CN0145                          STATION DESCRIPTION
 CN0145
 CN0145'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0145'1.05 MI E FROM DEATSVILLE.
 CN0145'ABOUT 1.05 MILES EAST ALONG STATE HIGHWAY 45 FROM THE METHODIST CHURCH
 CN0145'AND CEMETERY AT DEATSVILLE, ABOUT 0.4 MILE WEST OF THE JUNCTION OF A
 CN0145'BLACK TOP ROAD NORTH AND A CHURCH ON SOUTH SIDE OF JUNCTION, AT AN
 CN0145'UNPAINTED HOUSE NORTH OF HIGHWAY, 382 FEET WEST OF THE CENTER LINE OF
 CN0145'A ROAD SOUTH TO A HOUSE, 86 FEET SOUTHWEST OF THE CENTER OF THE
 CN0145'JUNCTION OF THE HIGHWAY AND DRIVE TO HOUSE NORTH OF HIGHWAY, 110 FEET
 CN0145'SOUTH-SOUTHWEST AND ACROSS THE HIGHWAY FROM A POWER POLE WITH
 CN0145'TRANSFORMER, 50 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT
 CN0145'NORTH OF A FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 CN0145'3 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN0145'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0281 ***********************************************************************
 BU0281  DESIGNATION -  E 29
 BU0281  PID         -  BU0281
 BU0281  STATE/COUNTY-  AL/COVINGTON
 BU0281  USGS QUAD   -  ANDALUSIA (1986)
 BU0281
 BU0281                         *CURRENT SURVEY CONTROL
 BU0281  ___________________________________________________________________
 BU0281* NAD 83(1986)-  31 17 54.     (N)    086 23 22.     (W)     SCALED    
 BU0281* NAVD 88     -        87.547  (meters)     287.23   (feet)  ADJUSTED  
 BU0281  ___________________________________________________________________
 BU0281  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 BU0281  DYNAMIC HT  -          87.440 (meters)     286.88  (feet)  COMP
 BU0281  MODELED GRAV-     979,412.4   (mgal)                       NAVD 88
 BU0281
 BU0281  VERT ORDER  -  FIRST     CLASS I
 BU0281
 BU0281.The horizontal coordinates were scaled from a topographic map and have
 BU0281.an estimated accuracy of +/- 6 seconds.
 BU0281
 BU0281.The orthometric height was determined by differential leveling
 BU0281.and adjusted by the National Geodetic Survey in June 1991..
 BU0281
 BU0281.The geoid height was determined by GEOID03.
 BU0281
 BU0281.The dynamic height is computed by dividing the NAVD 88
 BU0281.geopotential number by the normal gravity value computed on the
 BU0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0281.degrees latitude (g = 980.6199 gals.).
 BU0281
 BU0281.The modeled gravity was interpolated from observed gravity values.
 BU0281
 BU0281;                    North         East    Units  Estimated Accuracy
 BU0281;SPC AL E     -    88,640.      147,060.      MT  (+/- 180 meters Scaled)
 BU0281
 BU0281                          SUPERSEDED SURVEY CONTROL
 BU0281
 BU0281  NGVD 29 (??/??/92)   87.579  (m)          287.33   (f) ADJ UNCH    1 1
 BU0281
 BU0281.Superseded values are not recommended for survey control.
 BU0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0281.See file dsdata.txt to determine how the superseded data were derived.
 BU0281
 BU0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV581628(NAD 83)
 BU0281_MARKER: DB = BENCH MARK DISK
 BU0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0281_STAMPING: E 29 1934
 BU0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0281+STABILITY: SURFACE MOTION
 BU0281
 BU0281  HISTORY     - Date     Condition        Report By
 BU0281  HISTORY     - 1934     MONUMENTED       CGS
 BU0281  HISTORY     - 1968     GOOD             NGS
 BU0281
 BU0281                          STATION DESCRIPTION
 BU0281
 BU0281'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0281'IN SANFORD.
 BU0281'AT SANFORD, ABOUT 10 RAILS NORTHWEST OF THE CROSSING OF THE LOUISVILLE
 BU0281'AND NASHVILLE RAILROAD AND U.S. HIGHWAY 84, IN THE FRONT YARD OF A ONE
 BU0281'STORY RED BRICK HOUSE, 157 FEET WEST OF MILEPOST 586, 73 FEET
 BU0281'NORTHEAST OF THE NORTH CORNER OF THE HOUSE, 35.4 FEET SOUTHWEST OF THE
 BU0281'SOUTHWEST RAIL, 21 FEET SOUTH OF THE NORTHWEST ONE OF TWO 8-INCH PINE
 BU0281'TREES, ABOUT 2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 BU0281'A CONCRETE POST PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1328 ***********************************************************************
 CN1328  DESIGNATION -  E 290
 CN1328  PID         -  CN1328
 CN1328  STATE/COUNTY-  AL/CHILTON
 CN1328  USGS QUAD   -  JEMISON EAST (1983)
 CN1328
 CN1328                         *CURRENT SURVEY CONTROL
 CN1328  ___________________________________________________________________
 CN1328* NAD 83(1986)-  32 54 11.     (N)    086 37 46.     (W)     SCALED    
 CN1328* NAVD 88     -       196.773  (meters)     645.58   (feet)  ADJUSTED  
 CN1328  ___________________________________________________________________
 CN1328  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CN1328  DYNAMIC HT  -         196.547 (meters)     644.84  (feet)  COMP
 CN1328  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CN1328
 CN1328  VERT ORDER  -  SECOND    CLASS 0
 CN1328
 CN1328.The horizontal coordinates were scaled from a topographic map and have
 CN1328.an estimated accuracy of +/- 6 seconds.
 CN1328
 CN1328.The orthometric height was determined by differential leveling
 CN1328.and adjusted by the National Geodetic Survey in June 1991..
 CN1328
 CN1328.The geoid height was determined by GEOID03.
 CN1328
 CN1328.The dynamic height is computed by dividing the NAVD 88
 CN1328.geopotential number by the normal gravity value computed on the
 CN1328.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1328.degrees latitude (g = 980.6199 gals.).
 CN1328
 CN1328.The modeled gravity was interpolated from observed gravity values.
 CN1328
 CN1328;                    North         East    Units  Estimated Accuracy
 CN1328;SPC AL W     -   322,200.      681,440.      MT  (+/- 180 meters Scaled)
 CN1328
 CN1328                          SUPERSEDED SURVEY CONTROL
 CN1328
 CN1328  NGVD 29 (??/??/92)  196.727  (m)          645.43   (f) ADJ UNCH    2 0
 CN1328
 CN1328.Superseded values are not recommended for survey control.
 CN1328.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1328.See file dsdata.txt to determine how the superseded data were derived.
 CN1328
 CN1328_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB346406(NAD 83)
 CN1328_MARKER: DB = BENCH MARK DISK
 CN1328_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1328_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1328_STAMPING: E 290 1949
 CN1328_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1328+STABILITY: SURFACE MOTION
 CN1328
 CN1328  HISTORY     - Date     Condition        Report By
 CN1328  HISTORY     - 1949     MONUMENTED       CGS
 CN1328
 CN1328                          STATION DESCRIPTION
 CN1328
 CN1328'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1328'8.6 MI SW FROM LAY DAM.
 CN1328'ABOUT 7.5 MILES SOUTHWEST ALONG A ROAD LEADING TO CLANTON FROM THE
 CN1328'ENTRANCE GATE TO THE WEST END OF LAY DAM ACROSS COOSA RIVER, THENCE
 CN1328'ABOUT 1.1 MILES WEST ALONG A GRAVEL ROAD, AT THE Y JUNCTION OF A DIM
 CN1328'ROAD NORTHEAST, 25 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 FEET
 CN1328'SOUTHEAST OF THE CENTER LINE OF THE ROAD NORTHEAST, 17 FEET NORTHEAST
 CN1328'OF AN 8-INCH PINE TREE, 85 YARDS WEST OF A FARM HOUSE AND THE TOP OF A
 CN1328'GRADE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE
 CN1328'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1146 ***********************************************************************
 CN1146  DESIGNATION -  E 291
 CN1146  PID         -  CN1146
 CN1146  STATE/COUNTY-  AL/BIBB
 CN1146  USGS QUAD   -  RANDOLPH (1983)
 CN1146
 CN1146                         *CURRENT SURVEY CONTROL
 CN1146  ___________________________________________________________________
 CN1146* NAD 83(1986)-  32 54 02.     (N)    086 54 33.     (W)     SCALED    
 CN1146* NAVD 88     -       165.689  (meters)     543.60   (feet)  ADJUSTED  
 CN1146  ___________________________________________________________________
 CN1146  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CN1146  DYNAMIC HT  -         165.499 (meters)     542.97  (feet)  COMP
 CN1146  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 CN1146
 CN1146  VERT ORDER  -  FIRST     CLASS II
 CN1146
 CN1146.The horizontal coordinates were scaled from a topographic map and have
 CN1146.an estimated accuracy of +/- 6 seconds.
 CN1146
 CN1146.The orthometric height was determined by differential leveling
 CN1146.and adjusted by the National Geodetic Survey in June 1991..
 CN1146
 CN1146.The geoid height was determined by GEOID03.
 CN1146
 CN1146.The dynamic height is computed by dividing the NAVD 88
 CN1146.geopotential number by the normal gravity value computed on the
 CN1146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1146.degrees latitude (g = 980.6199 gals.).
 CN1146
 CN1146.The modeled gravity was interpolated from observed gravity values.
 CN1146
 CN1146;                    North         East    Units  Estimated Accuracy
 CN1146;SPC AL W     -   321,740.      655,270.      MT  (+/- 180 meters Scaled)
 CN1146
 CN1146                          SUPERSEDED SURVEY CONTROL
 CN1146
 CN1146  NGVD 29 (??/??/92)  165.638  (m)          543.43   (f) ADJ UNCH    1 2
 CN1146
 CN1146.Superseded values are not recommended for survey control.
 CN1146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1146.See file dsdata.txt to determine how the superseded data were derived.
 CN1146
 CN1146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB084402(NAD 83)
 CN1146_MARKER: DB = BENCH MARK DISK
 CN1146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1146_STAMPING: E 291 1949
 CN1146_MARK LOGO: CGS   
 CN1146_PROJECTION: PROJECTING 15 CENTIMETERS
 CN1146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1146+STABILITY: SURFACE MOTION
 CN1146
 CN1146  HISTORY     - Date     Condition        Report By
 CN1146  HISTORY     - 1949     MONUMENTED       CGS
 CN1146  HISTORY     - 1981     GOOD             NGS
 CN1146
 CN1146                          STATION DESCRIPTION
 CN1146
 CN1146'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1146'IN RANDOLPH.
 CN1146'AT RANDOLPH, ALONG THE SOUTHERN RAILWAY, ABOUT 0.1 MILE NORTH OF THE
 CN1146'STATION, 118 FEET NORTH-NORTHWEST OF THE CENTER OF THE CROSSING OF THE
 CN1146'MAIN TRACK AND A GRAVEL ROAD, 34 FEET WEST OF THE WEST RAIL OF THE
 CN1146'MAIN TRACK, 10 FEET WEST OF THE CENTER LINE OF A ROAD PARALLELING THE
 CN1146'TRACK, 5.5 FEET NORTH OF A POWER POLE, 15 FEET SOUTH OF A FENCE
 CN1146'CORNER, 53 FEET NORTHWEST OF A MAIL HOOK, 2 FEET SOUTH OF A WHITE
 CN1146'WOODEN WITNESS POST, 1 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF
 CN1146'A CONCRETE POST PROJECTING 4 INCHES.
 CN1146
 CN1146                          STATION RECOVERY (1981)
 CN1146
 CN1146'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CN1146'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 CN1146'IN RANDOLPH, AT THE SOUTHERN RAILROAD CROSSING COUNTY ROAD 36,
 CN1146'SET NORTHEAST OF THE FIRST POWER POLE NORTH OF THE CROSSING WITH
 CN1146'5 GUY WIRES AND POWER LINES CROSSING COUNTY ROAD 36 AND THE RAILROAD,
 CN1146'36.88 METERS (121 FEET) NORTH OF THE CENTER OF COUNTY ROAD 36,
 CN1146'10.34 METERS (34 FEET) WEST OF THE WEST RAIL, 3.65 METERS (12 FEET)
 CN1146'WEST OF THE CENTER OF A PAVED ROAD PARALLELING THE TRACKS LEADING
 CN1146'TO A WHITE SINGLE STORY HOUSE NORTHWEST OF THE CROSSING, 2.58
 CN1146'METERS (8.3 FEET) NORTHEAST OF THE POWER POLE.
 CN1146'THE MARK IS 0.37 METERS  S FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1355 ***********************************************************************
 CN1355  DESIGNATION -  E 292
 CN1355  PID         -  CN1355
 CN1355  STATE/COUNTY-  AL/CHILTON
 CN1355  USGS QUAD   -  CLANTON WEST (1972)
 CN1355
 CN1355                         *CURRENT SURVEY CONTROL
 CN1355  ___________________________________________________________________
 CN1355* NAD 83(1986)-  32 46 24.     (N)    086 43 16.     (W)     SCALED    
 CN1355* NAVD 88     -       205.529  (meters)     674.31   (feet)  ADJUSTED  
 CN1355  ___________________________________________________________________
 CN1355  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CN1355  DYNAMIC HT  -         205.294 (meters)     673.54  (feet)  COMP
 CN1355  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 CN1355
 CN1355  VERT ORDER  -  SECOND    CLASS 0
 CN1355
 CN1355.The horizontal coordinates were scaled from a topographic map and have
 CN1355.an estimated accuracy of +/- 6 seconds.
 CN1355
 CN1355.The orthometric height was determined by differential leveling
 CN1355.and adjusted by the National Geodetic Survey in June 1991..
 CN1355
 CN1355.The geoid height was determined by GEOID03.
 CN1355
 CN1355.The dynamic height is computed by dividing the NAVD 88
 CN1355.geopotential number by the normal gravity value computed on the
 CN1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1355.degrees latitude (g = 980.6199 gals.).
 CN1355
 CN1355.The modeled gravity was interpolated from observed gravity values.
 CN1355
 CN1355;                    North         East    Units  Estimated Accuracy
 CN1355;SPC AL W     -   307,750.      672,970.      MT  (+/- 180 meters Scaled)
 CN1355
 CN1355                          SUPERSEDED SURVEY CONTROL
 CN1355
 CN1355  NGVD 29 (??/??/92)  205.486  (m)          674.17   (f) ADJ UNCH    2 0
 CN1355
 CN1355.Superseded values are not recommended for survey control.
 CN1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1355.See file dsdata.txt to determine how the superseded data were derived.
 CN1355
 CN1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB261261(NAD 83)
 CN1355_MARKER: DB = BENCH MARK DISK
 CN1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1355_STAMPING: E 292 1949
 CN1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1355+STABILITY: SURFACE MOTION
 CN1355
 CN1355  HISTORY     - Date     Condition        Report By
 CN1355  HISTORY     - 1949     MONUMENTED       CGS
 CN1355  HISTORY     - 1972     MARK NOT FOUND   USGS
 CN1355
 CN1355                          STATION DESCRIPTION
 CN1355
 CN1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1355'8.25 MI N FROM BILLINGSLEY.
 CN1355'ABOUT 8.25 MILES NORTH ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT
 CN1355'BILLINGSLEY, ABOUT 0.1 MILE SOUTH OF A SOUTHEAST-NORTHWEST CROSSROAD,
 CN1355'39 FEET WEST OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A FENCE
 CN1355'LINE, 16.5 FEET SOUTH OF R/W MARKER POST NO. P O T 233+138, 30 FEET
 CN1355'SOUTH OF A POWER POLE, ABOUT 30 YARDS SOUTH OF THE TOP OF A GRADE, 2
 CN1355'FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD
 CN1355'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CN1355
 CN1355                          STATION RECOVERY (1972)
 CN1355
 CN1355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CN1355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0652 ***********************************************************************
 CN0652  DESIGNATION -  E 293
 CN0652  PID         -  CN0652
 CN0652  STATE/COUNTY-  AL/MONTGOMERY
 CN0652  USGS QUAD   -  CANTELOUS (1981)
 CN0652
 CN0652                         *CURRENT SURVEY CONTROL
 CN0652  ___________________________________________________________________
 CN0652* NAD 83(1986)-  32 15 52.     (N)    086 22 37.     (W)     SCALED    
 CN0652* NAVD 88     -        71.576  (meters)     234.83   (feet)  ADJUSTED  
 CN0652  ___________________________________________________________________
 CN0652  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CN0652  DYNAMIC HT  -          71.494 (meters)     234.56  (feet)  COMP
 CN0652  MODELED GRAV-     979,493.2   (mgal)                       NAVD 88
 CN0652
 CN0652  VERT ORDER  -  SECOND    CLASS 0
 CN0652
 CN0652.The horizontal coordinates were scaled from a topographic map and have
 CN0652.an estimated accuracy of +/- 6 seconds.
 CN0652
 CN0652.The orthometric height was determined by differential leveling
 CN0652.and adjusted by the National Geodetic Survey in June 1991..
 CN0652
 CN0652.The geoid height was determined by GEOID03.
 CN0652
 CN0652.The dynamic height is computed by dividing the NAVD 88
 CN0652.geopotential number by the normal gravity value computed on the
 CN0652.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0652.degrees latitude (g = 980.6199 gals.).
 CN0652
 CN0652.The modeled gravity was interpolated from observed gravity values.
 CN0652
 CN0652;                    North         East    Units  Estimated Accuracy
 CN0652;SPC AL E     -   195,760.      148,780.      MT  (+/- 180 meters Scaled)
 CN0652
 CN0652                          SUPERSEDED SURVEY CONTROL
 CN0652
 CN0652  NGVD 29 (??/??/92)   71.563  (m)          234.79   (f) ADJ UNCH    2 0
 CN0652
 CN0652.Superseded values are not recommended for survey control.
 CN0652.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0652.See file dsdata.txt to determine how the superseded data were derived.
 CN0652
 CN0652_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA586699(NAD 83)
 CN0652_MARKER: DB = BENCH MARK DISK
 CN0652_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0652_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0652_STAMPING: E 293 1949
 CN0652_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0652+STABILITY: SURFACE MOTION
 CN0652
 CN0652  HISTORY     - Date     Condition        Report By
 CN0652  HISTORY     - 1949     MONUMENTED       CGS
 CN0652
 CN0652                          STATION DESCRIPTION
 CN0652
 CN0652'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0652'IN MCGEHEES.
 CN0652'AT MCGEHEES, ABOUT 0.1 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE
 CN0652'RAILROAD FROM THE STATION, AT A PRIVATE ROAD CROSSING, 51 FEET EAST OF
 CN0652'THE EAST RAIL OF THE MAIN TRACK, 2 FEET EAST OF THE R/W FENCE LINE, 12
 CN0652'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET SOUTHEAST OF THE
 CN0652'SOUTHEAST CORNER OF A SECTION TOOL SHED, 31 FEET NORTH OF A TELEPHONE
 CN0652'POLE, AT THE NORTH END OF A CUT, 2 FEET WEST OF A WHITE WOODEN WITNESS
 CN0652'POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CN0652'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0566 ***********************************************************************
 CN0566  DESIGNATION -  E 294
 CN0566  PID         -  CN0566
 CN0566  STATE/COUNTY-  AL/MONTGOMERY
 CN0566  USGS QUAD   -  SNOWDOUN (1985)
 CN0566
 CN0566                         *CURRENT SURVEY CONTROL
 CN0566  ___________________________________________________________________
 CN0566* NAD 83(1986)-  32 11 47.     (N)    086 21 07.     (W)     SCALED    
 CN0566* NAVD 88     -        69.541  (meters)     228.15   (feet)  ADJUSTED  
 CN0566  ___________________________________________________________________
 CN0566  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CN0566  DYNAMIC HT  -          69.461 (meters)     227.89  (feet)  COMP
 CN0566  MODELED GRAV-     979,487.9   (mgal)                       NAVD 88
 CN0566
 CN0566  VERT ORDER  -  SECOND    CLASS 0
 CN0566
 CN0566.The horizontal coordinates were scaled from a topographic map and have
 CN0566.an estimated accuracy of +/- 6 seconds.
 CN0566
 CN0566.The orthometric height was determined by differential leveling
 CN0566.and adjusted by the National Geodetic Survey in June 1991..
 CN0566
 CN0566.The geoid height was determined by GEOID03.
 CN0566
 CN0566.The dynamic height is computed by dividing the NAVD 88
 CN0566.geopotential number by the normal gravity value computed on the
 CN0566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0566.degrees latitude (g = 980.6199 gals.).
 CN0566
 CN0566.The modeled gravity was interpolated from observed gravity values.
 CN0566
 CN0566;                    North         East    Units  Estimated Accuracy
 CN0566;SPC AL E     -   188,200.      151,100.      MT  (+/- 180 meters Scaled)
 CN0566
 CN0566                          SUPERSEDED SURVEY CONTROL
 CN0566
 CN0566  NGVD 29 (??/??/92)   69.527  (m)          228.11   (f) ADJ UNCH    2 0
 CN0566
 CN0566.Superseded values are not recommended for survey control.
 CN0566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0566.See file dsdata.txt to determine how the superseded data were derived.
 CN0566
 CN0566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA610623(NAD 83)
 CN0566_MARKER: DB = BENCH MARK DISK
 CN0566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0566_STAMPING: E 294 1949
 CN0566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0566+STABILITY: SURFACE MOTION
 CN0566
 CN0566  HISTORY     - Date     Condition        Report By
 CN0566  HISTORY     - 1949     MONUMENTED       CGS
 CN0566
 CN0566                          STATION DESCRIPTION
 CN0566
 CN0566'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0566'1.8 MI N FROM PINTLALLA.
 CN0566'ABOUT 1.8 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE CROSSROADS AND
 CN0566'MOSLEYS STORE AT PINTLALLA, ABOUT 1.0 MILE SOUTH OF BEAULAH CHURCH AND
 CN0566'CEMETERY, ABOUT 0.15 MILE NORTHEAST OF THE NORTHEAST ONE OF TWO
 CN0566'BRIDGES, ABOUT 140 YARDS SOUTHWEST OF THE TOP OF A GRADE AND GATE TO
 CN0566'FARM, 74 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 38 FEET
 CN0566'NORTHEAST OF THE CENTER LINE OF A DRIVE TO A PASTURE, 1 FOOT SOUTHEAST
 CN0566'OF A WIRE FENCE, 58 FEET NORTH-NORTHWEST OF THE NORTHWEST END OF THE
 CN0566'NORTHEAST CONCRETE HEAD WALL OF AN 18-INCH PIPE CULVERT UNDER DRIVE TO
 CN0566'PASTURE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE THE
 CN0566'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0056 ***********************************************************************
 CN0056  DESIGNATION -  E 295
 CN0056  PID         -  CN0056
 CN0056  STATE/COUNTY-  AL/ELMORE
 CN0056  USGS QUAD   -  WILLOW SPRINGS (1987)
 CN0056
 CN0056                         *CURRENT SURVEY CONTROL
 CN0056  ___________________________________________________________________
 CN0056* NAD 83(1986)-  32 29 47.     (N)    086 12 59.     (W)     SCALED    
 CN0056* NAVD 88     -        55.624  (meters)     182.49   (feet)  ADJUSTED  
 CN0056  ___________________________________________________________________
 CN0056  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CN0056  DYNAMIC HT  -          55.560 (meters)     182.28  (feet)  COMP
 CN0056  MODELED GRAV-     979,491.7   (mgal)                       NAVD 88
 CN0056
 CN0056  VERT ORDER  -  SECOND    CLASS 0
 CN0056
 CN0056.The horizontal coordinates were scaled from a topographic map and have
 CN0056.an estimated accuracy of +/- 6 seconds.
 CN0056
 CN0056.The orthometric height was determined by differential leveling
 CN0056.and adjusted by the National Geodetic Survey in June 1991..
 CN0056
 CN0056.The geoid height was determined by GEOID03.
 CN0056
 CN0056.The dynamic height is computed by dividing the NAVD 88
 CN0056.geopotential number by the normal gravity value computed on the
 CN0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0056.degrees latitude (g = 980.6199 gals.).
 CN0056
 CN0056.The modeled gravity was interpolated from observed gravity values.
 CN0056
 CN0056;                    North         East    Units  Estimated Accuracy
 CN0056;SPC AL E     -   221,410.      164,000.      MT  (+/- 180 meters Scaled)
 CN0056
 CN0056                          SUPERSEDED SURVEY CONTROL
 CN0056
 CN0056  NGVD 29 (??/??/92)   55.600  (m)          182.41   (f) ADJ UNCH    2 0
 CN0056
 CN0056.Superseded values are not recommended for survey control.
 CN0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0056.See file dsdata.txt to determine how the superseded data were derived.
 CN0056
 CN0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA736957(NAD 83)
 CN0056_MARKER: DB = BENCH MARK DISK
 CN0056_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0056_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0056_STAMPING: E 295 1949
 CN0056_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0056+STABILITY: SURFACE MOTION
 CN0056
 CN0056  HISTORY     - Date     Condition        Report By
 CN0056  HISTORY     - 1949     MONUMENTED       CGS
 CN0056
 CN0056                          STATION DESCRIPTION
 CN0056
 CN0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0056'2.95 MI S FROM WETUMPKA.
 CN0056'ABOUT 2.95 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 CN0056'WETUMPKA, ABOUT 0.85 MILE SOUTHWEST OF A ROAD EAST, AT A HOUSE ON
 CN0056'SOUTHWEST SIDE OF HIGHWAY, ABOUT 0.6 MILE SOUTH OF A ROAD SOUTHEAST,
 CN0056'81 FEET NORTH-NORTHWEST OF THE NORTH CORNER OF THE HOUSE, 110 FEET
 CN0056'SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 380, 76 FEET SOUTHWEST OF THE
 CN0056'CENTER LINE OF THE HIGHWAY, 17 FEET SOUTH OF A FENCE CORNER, 1 FOOT
 CN0056'EAST OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CN0056'2 1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN0056'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0079 ***********************************************************************
 CN0079  DESIGNATION -  E 296
 CN0079  PID         -  CN0079
 CN0079  STATE/COUNTY-  AL/AUTAUGA
 CN0079  USGS QUAD   -  DEATSVILLE (1984)
 CN0079
 CN0079                         *CURRENT SURVEY CONTROL
 CN0079  ___________________________________________________________________
 CN0079* NAD 83(1986)-  32 31 01.     (N)    086 27 25.     (W)     SCALED    
 CN0079* NAVD 88     -       173.059  (meters)     567.78   (feet)  ADJUSTED  
 CN0079  ___________________________________________________________________
 CN0079  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CN0079  DYNAMIC HT  -         172.859 (meters)     567.12  (feet)  COMP
 CN0079  MODELED GRAV-     979,477.8   (mgal)                       NAVD 88
 CN0079
 CN0079  VERT ORDER  -  SECOND    CLASS 0
 CN0079
 CN0079.The horizontal coordinates were scaled from a topographic map and have
 CN0079.an estimated accuracy of +/- 6 seconds.
 CN0079
 CN0079.The orthometric height was determined by differential leveling
 CN0079.and adjusted by the National Geodetic Survey in June 1991..
 CN0079
 CN0079.The geoid height was determined by GEOID03.
 CN0079
 CN0079.The dynamic height is computed by dividing the NAVD 88
 CN0079.geopotential number by the normal gravity value computed on the
 CN0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0079.degrees latitude (g = 980.6199 gals.).
 CN0079
 CN0079.The modeled gravity was interpolated from observed gravity values.
 CN0079
 CN0079;                    North         East    Units  Estimated Accuracy
 CN0079;SPC AL W     -   279,530.      698,000.      MT  (+/- 180 meters Scaled)
 CN0079
 CN0079                          SUPERSEDED SURVEY CONTROL
 CN0079
 CN0079  NGVD 29 (??/??/92)  173.030  (m)          567.68   (f) ADJ UNCH    2 0
 CN0079
 CN0079.Superseded values are not recommended for survey control.
 CN0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0079.See file dsdata.txt to determine how the superseded data were derived.
 CN0079
 CN0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA510978(NAD 83)
 CN0079_MARKER: DB = BENCH MARK DISK
 CN0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0079_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0079_STAMPING: E 296 1949
 CN0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0079+STABILITY: SURFACE MOTION
 CN0079
 CN0079  HISTORY     - Date     Condition        Report By
 CN0079  HISTORY     - 1949     MONUMENTED       CGS
 CN0079  HISTORY     - 1954     MARK NOT FOUND   USGS
 CN0079  HISTORY     - 1980     MARK NOT FOUND   USGS
 CN0079
 CN0079                          STATION DESCRIPTION
 CN0079
 CN0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0079'4.1 MI N FROM PRATTVILLE.
 CN0079'ABOUT 4.1 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF U.S.
 CN0079'HIGHWAY 82 AND STATE HIGHWAY 14 LEADING WEST AT PRATTVILLE, ABOUT 350
 CN0079'FEET SOUTH OF THE J.F. WRIGHT GROCERY STORE, ABOUT 0.3 MILE NORTH OF
 CN0079'THE JUNCTION OF A ROAD SOUTHWEST, AT THE NORTH END OF A CUT, 151 FEET
 CN0079'SOUTHEAST AND ACROSS THE HIGHWAY FROM THE SOUTHEAST CORNER OF A
 CN0079'CONCRETE BLOCK BUILDING, 87 FEET EAST AND ACROSS THE HIGHWAY FROM A
 CN0079'GAS METER, 88 FEET NORTH OF A POWER POLE, 53 FEET EAST OF THE CENTER
 CN0079'LINE OF THE HIGHWAY, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 CN0079'1 1/2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN0079'PROJECTING 1 1/2 INCHES.
 CN0079
 CN0079                          STATION RECOVERY (1954)
 CN0079
 CN0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CN0079'MARK NOT FOUND.
 CN0079
 CN0079                          STATION RECOVERY (1980)
 CN0079
 CN0079'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1980
 CN0079'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0109 ***********************************************************************
 CN0109  DESIGNATION -  E 297
 CN0109  PID         -  CN0109
 CN0109  STATE/COUNTY-  AL/AUTAUGA
 CN0109  USGS QUAD   -  MARBURY (1987)
 CN0109
 CN0109                         *CURRENT SURVEY CONTROL
 CN0109  ___________________________________________________________________
 CN0109* NAD 83(1986)-  32 41 21.     (N)    086 27 33.     (W)     SCALED    
 CN0109* NAVD 88     -       138.244  (meters)     453.56   (feet)  ADJUSTED  
 CN0109  ___________________________________________________________________
 CN0109  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN0109  DYNAMIC HT  -         138.086 (meters)     453.04  (feet)  COMP
 CN0109  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CN0109
 CN0109  VERT ORDER  -  SECOND    CLASS 0
 CN0109
 CN0109.The horizontal coordinates were scaled from a topographic map and have
 CN0109.an estimated accuracy of +/- 6 seconds.
 CN0109
 CN0109.The orthometric height was determined by differential leveling
 CN0109.and adjusted by the National Geodetic Survey in June 1991..
 CN0109
 CN0109.The geoid height was determined by GEOID03.
 CN0109
 CN0109.The dynamic height is computed by dividing the NAVD 88
 CN0109.geopotential number by the normal gravity value computed on the
 CN0109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0109.degrees latitude (g = 980.6199 gals.).
 CN0109
 CN0109.The modeled gravity was interpolated from observed gravity values.
 CN0109
 CN0109;                    North         East    Units  Estimated Accuracy
 CN0109;SPC AL W     -   298,620.      697,610.      MT  (+/- 180 meters Scaled)
 CN0109
 CN0109                          SUPERSEDED SURVEY CONTROL
 CN0109
 CN0109  NGVD 29 (??/??/92)  138.213  (m)          453.45   (f) ADJ UNCH    2 0
 CN0109
 CN0109.Superseded values are not recommended for survey control.
 CN0109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0109.See file dsdata.txt to determine how the superseded data were derived.
 CN0109
 CN0109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB506169(NAD 83)
 CN0109_MARKER: DB = BENCH MARK DISK
 CN0109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0109_STAMPING: E 297 1949
 CN0109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0109+STABILITY: SURFACE MOTION
 CN0109
 CN0109  HISTORY     - Date     Condition        Report By
 CN0109  HISTORY     - 1949     MONUMENTED       CGS
 CN0109
 CN0109                          STATION DESCRIPTION
 CN0109
 CN0109'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0109'1.2 MI NW FROM WADSWORTH.
 CN0109'ABOUT 1.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 CN0109'FROM THE STATION SIGN AND ROAD CROSSING AT WADSWORTH, ABOUT MILES
 CN0109'SOUTHEAST OF THE STATION AT MARBURY, AT A DIM ROAD CROSSING, 344 FEET
 CN0109'NORTH-NORTHWEST OF MILE POST 462, 108 FEET SOUTH-SOUTHEAST OF
 CN0109'SEMAPHORE NO. 4612, 36 FEET NORTHEAST OF THE CENTER OF THE CROSSING,
 CN0109'29 1/2 FEET EAST-NORTHEAST OF THE NEAR RAIL, 16 1/2 FEET
 CN0109'NORTH-NORTHWEST OF THE CENTER LINE OF THE DIM ROAD, 11 FEET
 CN0109'NORTH-NORTHEAST OF THE CROSSING SIGN POST, 1 1/2 FEET SOUTH-SOUTHEAST
 CN0109'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE
 CN0109'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1018 ***********************************************************************
 CN1018  DESIGNATION -  E 298
 CN1018  PID         -  CN1018
 CN1018  STATE/COUNTY-  AL/AUTAUGA
 CN1018  USGS QUAD   -  LOWNDESBORO (1981)
 CN1018
 CN1018                         *CURRENT SURVEY CONTROL
 CN1018  ___________________________________________________________________
 CN1018* NAD 83(1986)-  32 21 40.     (N)    086 31 58.     (W)     SCALED    
 CN1018* NAVD 88     -        44.984  (meters)     147.59   (feet)  ADJUSTED  
 CN1018  ___________________________________________________________________
 CN1018  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CN1018  DYNAMIC HT  -          44.932 (meters)     147.41  (feet)  COMP
 CN1018  MODELED GRAV-     979,495.0   (mgal)                       NAVD 88
 CN1018
 CN1018  VERT ORDER  -  SECOND    CLASS 0
 CN1018
 CN1018.The horizontal coordinates were scaled from a topographic map and have
 CN1018.an estimated accuracy of +/- 6 seconds.
 CN1018
 CN1018.The orthometric height was determined by differential leveling
 CN1018.and adjusted by the National Geodetic Survey in June 1991..
 CN1018
 CN1018.The geoid height was determined by GEOID03.
 CN1018
 CN1018.The dynamic height is computed by dividing the NAVD 88
 CN1018.geopotential number by the normal gravity value computed on the
 CN1018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1018.degrees latitude (g = 980.6199 gals.).
 CN1018
 CN1018.The modeled gravity was interpolated from observed gravity values.
 CN1018
 CN1018;                    North         East    Units  Estimated Accuracy
 CN1018;SPC AL W     -   262,180.      691,030.      MT  (+/- 180 meters Scaled)
 CN1018
 CN1018                          SUPERSEDED SURVEY CONTROL
 CN1018
 CN1018  NGVD 29 (??/??/92)   44.970  (m)          147.54   (f) ADJ UNCH    2 0
 CN1018
 CN1018.Superseded values are not recommended for survey control.
 CN1018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1018.See file dsdata.txt to determine how the superseded data were derived.
 CN1018
 CN1018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA439805(NAD 83)
 CN1018_MARKER: DB = BENCH MARK DISK
 CN1018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1018_STAMPING: E 298 1949
 CN1018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1018+STABILITY: SURFACE MOTION
 CN1018
 CN1018  HISTORY     - Date     Condition        Report By
 CN1018  HISTORY     - 1949     MONUMENTED       CGS
 CN1018  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN1018
 CN1018                          STATION DESCRIPTION
 CN1018
 CN1018'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1018'12.75 MI SW FROM PRATTVILLE.
 CN1018'ABOUT 5.65 MILES WEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF U.S.
 CN1018'HIGHWAY 82 AT PRATTVILLE, THENCE ABOUT 2.85 MILES SOUTH AND SOUTHEAST
 CN1018'ALONG A GRAVEL ROAD, THENCE ABOUT 0.55 MILE NORTHEAST ALONG A GRAVEL
 CN1018'ROAD, THENCE ABOUT 3.05 MILES SOUTH AND SOUTHWEST ALONG A DIRT ROAD,
 CN1018'THENCE ABOUT 0.65 MILE WEST ALONG A PRIVATE DIRT ROAD THRU A LARGE
 CN1018'PLANTATION, AT A FENCE GAP ACROSS ROAD, ABOUT 0.65 MILE WEST OF A
 CN1018'CATTLE GUARD, 119 FEET WEST OF A FENCE CORNER AT THE SOUTHWEST CORNER
 CN1018'OF A PIG PEN, 52 FEET SOUTH-SOUTHWEST OF A 36 INCH OAK TREE, 21 FEET
 CN1018'EAST OF THE FENCE LINE SOUTH, 19 FEET NORTH OF THE CENTER LINE OF THE
 CN1018'FARM ROAD, 1 FOOT SOUTH OF AN EAST-WEST FENCE LINE, 1 1/2 FEET EAST OF
 CN1018'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 CN1018'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN1018
 CN1018                          STATION RECOVERY (1975)
 CN1018
 CN1018'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN1018'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1427 ***********************************************************************
 CN1427  DESIGNATION -  E 299
 CN1427  PID         -  CN1427
 CN1427  STATE/COUNTY-  AL/AUTAUGA
 CN1427  USGS QUAD   -  MILTON (1982)
 CN1427
 CN1427                         *CURRENT SURVEY CONTROL
 CN1427  ___________________________________________________________________
 CN1427* NAD 83(1986)-  32 33 35.     (N)    086 47 28.     (W)     SCALED    
 CN1427* NAVD 88     -        87.730  (meters)     287.83   (feet)  ADJUSTED  
 CN1427  ___________________________________________________________________
 CN1427  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 CN1427  DYNAMIC HT  -          87.629 (meters)     287.50  (feet)  COMP
 CN1427  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 CN1427
 CN1427  VERT ORDER  -  SECOND    CLASS 0
 CN1427
 CN1427.The horizontal coordinates were scaled from a topographic map and have
 CN1427.an estimated accuracy of +/- 6 seconds.
 CN1427
 CN1427.The orthometric height was determined by differential leveling
 CN1427.and adjusted by the National Geodetic Survey in June 1991..
 CN1427
 CN1427.The geoid height was determined by GEOID03.
 CN1427
 CN1427.The dynamic height is computed by dividing the NAVD 88
 CN1427.geopotential number by the normal gravity value computed on the
 CN1427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1427.degrees latitude (g = 980.6199 gals.).
 CN1427
 CN1427.The modeled gravity was interpolated from observed gravity values.
 CN1427
 CN1427;                    North         East    Units  Estimated Accuracy
 CN1427;SPC AL W     -   284,010.      666,570.      MT  (+/- 180 meters Scaled)
 CN1427
 CN1427                          SUPERSEDED SURVEY CONTROL
 CN1427
 CN1427  NGVD 29 (??/??/92)   87.701  (m)          287.73   (f) ADJ UNCH    2 0
 CN1427
 CN1427.Superseded values are not recommended for survey control.
 CN1427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1427.See file dsdata.txt to determine how the superseded data were derived.
 CN1427
 CN1427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB196024(NAD 83)
 CN1427_MARKER: DB = BENCH MARK DISK
 CN1427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1427_STAMPING: E 299 1949
 CN1427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1427+STABILITY: SURFACE MOTION
 CN1427
 CN1427  HISTORY     - Date     Condition        Report By
 CN1427  HISTORY     - 1949     MONUMENTED       CGS
 CN1427  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN1427
 CN1427                          STATION DESCRIPTION
 CN1427
 CN1427'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1427'1.55 MI E FROM MILTON.
 CN1427'ABOUT 1.55 MILES EAST ALONG A GRAVEL ROAD LEADING TO INDEPENDENCE FROM
 CN1427'THE BAPTIST CHURCH AT MILTON, ABOUT 0.45 MILE EAST OF A BRIDGE OVER
 CN1427'LITTLE MULBERRY CREEK, ABOUT 2.8 MILES WEST OF THE EVERGREEN BAPTIST
 CN1427'CHURCH, AT THE JUNCTION OF A DIM ROAD SOUTHEAST, 38 FEET SOUTHEAST OF
 CN1427'THE CENTER LINE OF THE ROAD, 42 FEET SOUTHEAST OF THE CENTER OF THE
 CN1427'JUNCTION OF DIM ROAD AND MAIN ROAD AT NORTHEAST POINT OF TRIANGLE
 CN1427'FORMED BY DIM ROAD JUNCTION, 33 FEET SOUTH-SOUTHWEST OF A TRIANGULAR
 CN1427'BLAZED 20-INCH OAK TREE, 13 1/2 FEET NORTHWEST OF A TRIANGULAR BLAZED
 CN1427'22-INCH OAK TREE, 16 FEET EAST OF THE CENTER LINE OF THE DIM ROAD, 1
 CN1427'1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET BELOW THE
 CN1427'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 CN1427
 CN1427                          STATION RECOVERY (1979)
 CN1427
 CN1427'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN1427'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0412 ***********************************************************************
 CN0412  DESIGNATION -  E 300
 CN0412  PID         -  CN0412
 CN0412  STATE/COUNTY-  AL/MONTGOMERY
 CN0412  USGS QUAD   -  SNOWDOUN (1985)
 CN0412
 CN0412                         *CURRENT SURVEY CONTROL
 CN0412  ___________________________________________________________________
 CN0412* NAD 83(1986)-  32 07 35.     (N)    086 16 27.     (W)     SCALED    
 CN0412* NAVD 88     -        84.959  (meters)     278.74   (feet)  ADJUSTED  
 CN0412  ___________________________________________________________________
 CN0412  GEOID HEIGHT-         -27.36  (meters)                     GEOID03
 CN0412  DYNAMIC HT  -          84.860 (meters)     278.41  (feet)  COMP
 CN0412  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CN0412
 CN0412  VERT ORDER  -  FIRST     CLASS I
 CN0412
 CN0412.The horizontal coordinates were scaled from a topographic map and have
 CN0412.an estimated accuracy of +/- 6 seconds.
 CN0412
 CN0412.The orthometric height was determined by differential leveling
 CN0412.and adjusted by the National Geodetic Survey in June 1991..
 CN0412
 CN0412.The geoid height was determined by GEOID03.
 CN0412
 CN0412.The dynamic height is computed by dividing the NAVD 88
 CN0412.geopotential number by the normal gravity value computed on the
 CN0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0412.degrees latitude (g = 980.6199 gals.).
 CN0412
 CN0412.The modeled gravity was interpolated from observed gravity values.
 CN0412
 CN0412;                    North         East    Units  Estimated Accuracy
 CN0412;SPC AL E     -   180,400.      158,400.      MT  (+/- 180 meters Scaled)
 CN0412
 CN0412                          SUPERSEDED SURVEY CONTROL
 CN0412
 CN0412  NGVD 29 (??/??/92)   84.941  (m)          278.68   (f) ADJ UNCH    1 1
 CN0412
 CN0412.Superseded values are not recommended for survey control.
 CN0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0412.See file dsdata.txt to determine how the superseded data were derived.
 CN0412
 CN0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA684546(NAD 83)
 CN0412_MARKER: DB = BENCH MARK DISK
 CN0412_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0412_SP_SET: CULVERT
 CN0412_STAMPING: E 300 1949
 CN0412_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0412
 CN0412  HISTORY     - Date     Condition        Report By
 CN0412  HISTORY     - 1949     MONUMENTED       CGS
 CN0412  HISTORY     - 1967     GOOD             NGS
 CN0412
 CN0412                          STATION DESCRIPTION
 CN0412
 CN0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0412'1.6 MI N FROM ADA.
 CN0412'ABOUT 1.6 MILES NORTH ALONG U. S. HIGHWAY 331 FROM THE JUNCTION OF
 CN0412'STATE HIGHWAY 94 AT ADA, 0.5 MILE SOUTH OF THE ROAD CROSSING AT
 CN0412'SPRAGUE, AT THE BOTTOM OF A GRADE, AT THE OUTSIDE OF A CURVE, SET ON
 CN0412'THE TOP OF THE NORTH END OF THE EAST CONCRETE HEAD WALL OF A 5-FOOT
 CN0412'BOX CULVERT WITH WING WALLS UNDER THE HIGHWAY, 31.5 FEET EAST OF THE
 CN0412'CENTER LINE OF THE HIGHWAY AND 1 1/2 FOOT BELOW THE LEVEL OF THE
 CN0412'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0678 ***********************************************************************
 CN0678  DESIGNATION -  E 301
 CN0678  PID         -  CN0678
 CN0678  STATE/COUNTY-  AL/LOWNDES
 CN0678  USGS QUAD   -  CANTELOUS (1981)
 CN0678
 CN0678                         *CURRENT SURVEY CONTROL
 CN0678  ___________________________________________________________________
 CN0678* NAD 83(1986)-  32 15 18.     (N)    086 27 45.     (W)     SCALED    
 CN0678* NAVD 88     -        57.465  (meters)     188.53   (feet)  ADJUSTED  
 CN0678  ___________________________________________________________________
 CN0678  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CN0678  DYNAMIC HT  -          57.399 (meters)     188.32  (feet)  COMP
 CN0678  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 CN0678
 CN0678  VERT ORDER  -  SECOND    CLASS 0
 CN0678
 CN0678.The horizontal coordinates were scaled from a topographic map and have
 CN0678.an estimated accuracy of +/- 6 seconds.
 CN0678
 CN0678.The orthometric height was determined by differential leveling
 CN0678.and adjusted by the National Geodetic Survey in June 1991..
 CN0678
 CN0678.The geoid height was determined by GEOID03.
 CN0678
 CN0678.The dynamic height is computed by dividing the NAVD 88
 CN0678.geopotential number by the normal gravity value computed on the
 CN0678.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0678.degrees latitude (g = 980.6199 gals.).
 CN0678
 CN0678.The modeled gravity was interpolated from observed gravity values.
 CN0678
 CN0678;                    North         East    Units  Estimated Accuracy
 CN0678;SPC AL W     -   250,470.      697,760.      MT  (+/- 180 meters Scaled)
 CN0678
 CN0678                          SUPERSEDED SURVEY CONTROL
 CN0678
 CN0678  NGVD 29 (??/??/92)   57.452  (m)          188.49   (f) ADJ UNCH    2 0
 CN0678
 CN0678.Superseded values are not recommended for survey control.
 CN0678.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0678.See file dsdata.txt to determine how the superseded data were derived.
 CN0678
 CN0678_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA506688(NAD 83)
 CN0678_MARKER: DB = BENCH MARK DISK
 CN0678_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0678_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0678_STAMPING: E 301 1949
 CN0678_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0678+STABILITY: SURFACE MOTION
 CN0678
 CN0678  HISTORY     - Date     Condition        Report By
 CN0678  HISTORY     - 1949     MONUMENTED       CGS
 CN0678
 CN0678                          STATION DESCRIPTION
 CN0678
 CN0678'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0678'6.3 MI SW FROM HOPE HULL.
 CN0678'ABOUT 0.2 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HOPE
 CN0678'HULL, THENCE ABOUT 2.8 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 CN0678'ABOUT 3.3 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD, AT THE OLD
 CN0678'PLEASANT VALLEY CHURCH, ABOUT 0.5 MILE SOUTHEAST OF A WOODEN BRIDGE
 CN0678'OVER A CREEK, 56 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 74
 CN0678'FEET NORTHWEST OF THE NORTHWEST CORNER OF THE OLD CHURCH BUILDING, 26
 CN0678'FEET NORTH-NORTHEAST OF A 24-INCH OAK TREE, 17 FEET SOUTH-SOUTHWEST OF
 CN0678'A 22-INCH LEANING MAPLE TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 CN0678'POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN0678'PROJECTING 4 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0888 ***********************************************************************
 CN0888  DESIGNATION -  E 302
 CN0888  PID         -  CN0888
 CN0888  STATE/COUNTY-  AL/LOWNDES
 CN0888  USGS QUAD   -  CALHOUN (1981)
 CN0888
 CN0888                         *CURRENT SURVEY CONTROL
 CN0888  ___________________________________________________________________
 CN0888* NAD 83(1986)-  32 03 28.     (N)    086 33 17.     (W)     SCALED    
 CN0888* NAVD 88     -        99.369  (meters)     326.01   (feet)  ADJUSTED  
 CN0888  ___________________________________________________________________
 CN0888  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CN0888  DYNAMIC HT  -          99.253 (meters)     325.63  (feet)  COMP
 CN0888  MODELED GRAV-     979,471.6   (mgal)                       NAVD 88
 CN0888
 CN0888  VERT ORDER  -  SECOND    CLASS 0
 CN0888
 CN0888.The horizontal coordinates were scaled from a topographic map and have
 CN0888.an estimated accuracy of +/- 6 seconds.
 CN0888
 CN0888.The orthometric height was determined by differential leveling
 CN0888.and adjusted by the National Geodetic Survey in June 1991..
 CN0888
 CN0888.The geoid height was determined by GEOID03.
 CN0888
 CN0888.The dynamic height is computed by dividing the NAVD 88
 CN0888.geopotential number by the normal gravity value computed on the
 CN0888.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0888.degrees latitude (g = 980.6199 gals.).
 CN0888
 CN0888.The modeled gravity was interpolated from observed gravity values.
 CN0888
 CN0888;                    North         East    Units  Estimated Accuracy
 CN0888;SPC AL W     -   228,520.      689,260.      MT  (+/- 180 meters Scaled)
 CN0888
 CN0888                          SUPERSEDED SURVEY CONTROL
 CN0888
 CN0888  NGVD 29 (??/??/92)   99.340  (m)          325.92   (f) ADJ UNCH    2 0
 CN0888
 CN0888.Superseded values are not recommended for survey control.
 CN0888.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0888.See file dsdata.txt to determine how the superseded data were derived.
 CN0888
 CN0888_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA420469(NAD 83)
 CN0888_MARKER: DB = BENCH MARK DISK
 CN0888_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0888_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0888_STAMPING: E 302 1949
 CN0888_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0888+STABILITY: SURFACE MOTION
 CN0888
 CN0888  HISTORY     - Date     Condition        Report By
 CN0888  HISTORY     - 1949     MONUMENTED       CGS
 CN0888
 CN0888                          STATION DESCRIPTION
 CN0888
 CN0888'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0888'0.75 MI NW FROM CALHOUN.
 CN0888'ABOUT 0.75 MILE NORTHWEST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 CN0888'NASHVILLE RAILROAD STATION AT CALHOUN, AT A CROSSROAD LEADING
 CN0888'NORTHEAST TO CALHOUN INDUSTRIAL SCHOOL AND SOUTHWEST TO A SCHOOL
 CN0888'BUILDING, 175 FEET SOUTH OF THE CENTER OF THE INTERSECTION, 35.5 FEET
 CN0888'SOUTHEAST OF THE CENTER LINE OF THE ROAD SOUTHWEST, 100 YARDS
 CN0888'NORTHEAST OF THE SCHOOL BUILDING, 112 FEET SOUTHWEST OF A POWER POLE,
 CN0888'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CN0888'ROADS AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0840 ***********************************************************************
 CN0840  DESIGNATION -  E 303
 CN0840  PID         -  CN0840
 CN0840  STATE/COUNTY-  AL/LOWNDES
 CN0840  USGS QUAD   -  LOWNDESBORO (1981)
 CN0840
 CN0840                         *CURRENT SURVEY CONTROL
 CN0840  ___________________________________________________________________
 CN0840* NAD 83(1986)-  32 15 12.     (N)    086 36 11.     (W)     SCALED    
 CN0840* NAVD 88     -       111.635  (meters)     366.26   (feet)  ADJUSTED  
 CN0840  ___________________________________________________________________
 CN0840  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CN0840  DYNAMIC HT  -         111.506 (meters)     365.83  (feet)  COMP
 CN0840  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CN0840
 CN0840  VERT ORDER  -  SECOND    CLASS 0
 CN0840
 CN0840.The horizontal coordinates were scaled from a topographic map and have
 CN0840.an estimated accuracy of +/- 6 seconds.
 CN0840
 CN0840.The orthometric height was determined by differential leveling
 CN0840.and adjusted by the National Geodetic Survey in June 1991..
 CN0840
 CN0840.The geoid height was determined by GEOID03.
 CN0840
 CN0840.The dynamic height is computed by dividing the NAVD 88
 CN0840.geopotential number by the normal gravity value computed on the
 CN0840.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0840.degrees latitude (g = 980.6199 gals.).
 CN0840
 CN0840.The modeled gravity was interpolated from observed gravity values.
 CN0840
 CN0840;                    North         East    Units  Estimated Accuracy
 CN0840;SPC AL W     -   250,170.      684,520.      MT  (+/- 180 meters Scaled)
 CN0840
 CN0840                          SUPERSEDED SURVEY CONTROL
 CN0840
 CN0840  NGVD 29 (??/??/92)  111.610  (m)          366.17   (f) ADJ UNCH    2 0
 CN0840
 CN0840.Superseded values are not recommended for survey control.
 CN0840.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0840.See file dsdata.txt to determine how the superseded data were derived.
 CN0840
 CN0840_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA373685(NAD 83)
 CN0840_MARKER: DB = BENCH MARK DISK
 CN0840_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0840_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0840_STAMPING: E 303 1949
 CN0840_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0840+STABILITY: SURFACE MOTION
 CN0840
 CN0840  HISTORY     - Date     Condition        Report By
 CN0840  HISTORY     - 1949     MONUMENTED       CGS
 CN0840
 CN0840                          STATION DESCRIPTION
 CN0840
 CN0840'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0840'1.0 MI S FROM LOWNDESBORO.
 CN0840'ABOUT 1.0 MILE SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 CN0840'HIGHWAY 80 AT LOWNDESBORO, ABOUT 0.6 MILE NORTH OF A CHURCH, ABOUT 0.4
 CN0840'MILE NORTH OF A CROSS ROAD, AT THE JUNCTION OF A GRAVEL ROAD
 CN0840'SOUTHWEST, 105 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 46 FEET
 CN0840'EAST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT WEST OF A FENCE LINE,
 CN0840'157.5 FEET SOUTH OF THE CENTER OF THE EAST END OF A 24-INCH PIPE
 CN0840'CULVERT, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 CN0840'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0976 ***********************************************************************
 CN0976  DESIGNATION -  E 304
 CN0976  PID         -  CN0976
 CN0976  STATE/COUNTY-  AL/LOWNDES
 CN0976  USGS QUAD   -  PLEASANT HILL (1987)
 CN0976
 CN0976                         *CURRENT SURVEY CONTROL
 CN0976  ___________________________________________________________________
 CN0976* NAD 83(1986)-  32 10 00.     (N)    086 54 00.     (W)     SCALED    
 CN0976* NAVD 88     -       114.470  (meters)     375.56   (feet)  ADJUSTED  
 CN0976  ___________________________________________________________________
 CN0976  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CN0976  DYNAMIC HT  -         114.338 (meters)     375.12  (feet)  COMP
 CN0976  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 CN0976
 CN0976  VERT ORDER  -  SECOND    CLASS 0
 CN0976
 CN0976.The horizontal coordinates were scaled from a topographic map and have
 CN0976.an estimated accuracy of +/- 6 seconds.
 CN0976
 CN0976.The orthometric height was determined by differential leveling
 CN0976.and adjusted by the National Geodetic Survey in June 1991..
 CN0976
 CN0976.The geoid height was determined by GEOID03.
 CN0976
 CN0976.The dynamic height is computed by dividing the NAVD 88
 CN0976.geopotential number by the normal gravity value computed on the
 CN0976.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0976.degrees latitude (g = 980.6199 gals.).
 CN0976
 CN0976.The modeled gravity was interpolated from observed gravity values.
 CN0976
 CN0976;                    North         East    Units  Estimated Accuracy
 CN0976;SPC AL W     -   240,360.      656,590.      MT  (+/- 180 meters Scaled)
 CN0976
 CN0976                          SUPERSEDED SURVEY CONTROL
 CN0976
 CN0976  NGVD 29 (??/??/92)  114.426  (m)          375.41   (f) ADJ UNCH    2 0
 CN0976
 CN0976.Superseded values are not recommended for survey control.
 CN0976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0976.See file dsdata.txt to determine how the superseded data were derived.
 CN0976
 CN0976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA094589(NAD 83)
 CN0976_MARKER: DB = BENCH MARK DISK
 CN0976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0976_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0976_STAMPING: E 304 1949
 CN0976_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0976+STABILITY: SURFACE MOTION
 CN0976
 CN0976  HISTORY     - Date     Condition        Report By
 CN0976  HISTORY     - 1949     MONUMENTED       CGS
 CN0976
 CN0976                          STATION DESCRIPTION
 CN0976
 CN0976'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0976'0.7 MI E FROM PLEASANT HILL.
 CN0976'ABOUT 0.7 MILE EAST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 CN0976'PLEASANT HILL, AT A CURVE IN THE MAIN ROAD WITH TANGENTS EXTENDING
 CN0976'WEST AND SOUTHEAST AND THE JUNCTION OF A ROAD NORTHEAST AND A DIM ROAD
 CN0976'NORTH AND DOWNHILL, 80 FEET NORTHEAST OF THE CENTER OF THE JUNCTION,
 CN0976'70 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 23 FEET EAST OF THE
 CN0976'CENTER LINE OF THE DIM ROAD NORTH, 1 FOOT EAST OF A WIRE FENCE, 40
 CN0976'FEET NORTH OF A FENCE CORNER AND GATE POST, 2 FEET SOUTH OF A WHITE
 CN0976'WOODEN WITNESS POST, 4 FEET BELOW THE MAIN ROAD AND SET IN THE TOP OF
 CN0976'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0997 ***********************************************************************
 CN0997  DESIGNATION -  E 305
 CN0997  PID         -  CN0997
 CN0997  STATE/COUNTY-  AL/AUTAUGA
 CN0997  USGS QUAD   -  DURANT BEND (1982)
 CN0997
 CN0997                         *CURRENT SURVEY CONTROL
 CN0997  ___________________________________________________________________
 CN0997* NAD 83(1986)-  32 25 55.     (N)    086 48 15.     (W)     SCALED    
 CN0997* NAVD 88     -        93.674  (meters)     307.33   (feet)  ADJUSTED  
 CN0997  ___________________________________________________________________
 CN0997  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CN0997  DYNAMIC HT  -          93.567 (meters)     306.98  (feet)  COMP
 CN0997  MODELED GRAV-     979,489.5   (mgal)                       NAVD 88
 CN0997
 CN0997  VERT ORDER  -  SECOND    CLASS 0
 CN0997
 CN0997.The horizontal coordinates were scaled from a topographic map and have
 CN0997.an estimated accuracy of +/- 6 seconds.
 CN0997
 CN0997.The orthometric height was determined by differential leveling
 CN0997.and adjusted by the National Geodetic Survey in June 1991..
 CN0997
 CN0997.The geoid height was determined by GEOID03.
 CN0997
 CN0997.The dynamic height is computed by dividing the NAVD 88
 CN0997.geopotential number by the normal gravity value computed on the
 CN0997.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0997.degrees latitude (g = 980.6199 gals.).
 CN0997
 CN0997.The modeled gravity was interpolated from observed gravity values.
 CN0997
 CN0997;                    North         East    Units  Estimated Accuracy
 CN0997;SPC AL W     -   269,830.      665,440.      MT  (+/- 180 meters Scaled)
 CN0997
 CN0997                          SUPERSEDED SURVEY CONTROL
 CN0997
 CN0997  NGVD 29 (??/??/92)   93.638  (m)          307.21   (f) ADJ UNCH    2 0
 CN0997
 CN0997.Superseded values are not recommended for survey control.
 CN0997.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0997.See file dsdata.txt to determine how the superseded data were derived.
 CN0997
 CN0997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA184883(NAD 83)
 CN0997_MARKER: DB = BENCH MARK DISK
 CN0997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0997_STAMPING: E 305 1949
 CN0997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0997+STABILITY: SURFACE MOTION
 CN0997
 CN0997  HISTORY     - Date     Condition        Report By
 CN0997  HISTORY     - 1949     MONUMENTED       CGS
 CN0997
 CN0997                          STATION DESCRIPTION
 CN0997
 CN0997'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0997'4.55 MI SW FROM MULBERRY.
 CN0997'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER IVY
 CN0997'CREEK AT MULBERRY, THENCE ABOUT 2.95 MILES SOUTH ALONG A DIRT ROAD, ON
 CN0997'THE NORTH SIDE OF A KNOLL AT THE JUNCTION OF A DIM ROAD EAST, 127 FEET
 CN0997'SOUTH OF THE CENTER LINE OF THE DIM ROAD EAST, 68 FEET SOUTHEAST OF A
 CN0997'LONE 12-INCH PINE TREE, 30 FEET NORTHEAST OF THE CENTER LINE OF THE
 CN0997'ROAD, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CN0997'WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN0997'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2125 ***********************************************************************
 CN2125  DESIGNATION -  E 306
 CN2125  PID         -  CN2125
 CN2125  STATE/COUNTY-  AL/DALLAS
 CN2125  USGS QUAD   -  BLACKWELL BEND (1987)
 CN2125
 CN2125                         *CURRENT SURVEY CONTROL
 CN2125  ___________________________________________________________________
 CN2125* NAD 83(1986)-  32 17 23.     (N)    087 05 32.     (W)     SCALED    
 CN2125* NAVD 88     -        32.511  (meters)     106.66   (feet)  ADJUSTED  
 CN2125  ___________________________________________________________________
 CN2125  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CN2125  DYNAMIC HT  -          32.474 (meters)     106.54  (feet)  COMP
 CN2125  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 CN2125
 CN2125  VERT ORDER  -  SECOND    CLASS 0
 CN2125
 CN2125.The horizontal coordinates were scaled from a topographic map and have
 CN2125.an estimated accuracy of +/- 6 seconds.
 CN2125
 CN2125.The orthometric height was determined by differential leveling
 CN2125.and adjusted by the National Geodetic Survey in June 1991..
 CN2125
 CN2125.The geoid height was determined by GEOID03.
 CN2125
 CN2125.The dynamic height is computed by dividing the NAVD 88
 CN2125.geopotential number by the normal gravity value computed on the
 CN2125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2125.degrees latitude (g = 980.6199 gals.).
 CN2125
 CN2125.The modeled gravity was interpolated from observed gravity values.
 CN2125
 CN2125;                    North         East    Units  Estimated Accuracy
 CN2125;SPC AL W     -   253,920.      638,410.      MT  (+/- 180 meters Scaled)
 CN2125
 CN2125                          SUPERSEDED SURVEY CONTROL
 CN2125
 CN2125  NGVD 29 (??/??/92)   32.467  (m)          106.52   (f) ADJ UNCH    2 0
 CN2125
 CN2125.Superseded values are not recommended for survey control.
 CN2125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2125.See file dsdata.txt to determine how the superseded data were derived.
 CN2125
 CN2125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA913725(NAD 83)
 CN2125_MARKER: DB = BENCH MARK DISK
 CN2125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2125_STAMPING: E 306 1949
 CN2125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2125+STABILITY: SURFACE MOTION
 CN2125
 CN2125  HISTORY     - Date     Condition        Report By
 CN2125  HISTORY     - 1949     MONUMENTED       CGS
 CN2125  HISTORY     - 1957     POOR             USGS
 CN2125
 CN2125                          STATION DESCRIPTION
 CN2125
 CN2125'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN2125'2.85 MI SW FROM CAHABA.
 CN2125'ABOUT 0.85 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF A
 CN2125'ROAD EAST TO OLD FERRY LANDING AT CAHABA, THENCE ABOUT 2.0 MILES SOUTH
 CN2125'ALONG A GRAVEL ROAD, AT THE WEST ENTRANCE TO FURNISS AIRPORT, 268 FEET
 CN2125'SOUTH OF THE NORTHWEST CORNER OF THE FIELD, 68 FEET EAST OF THE NORTH
 CN2125'BRICK CHIMNEY OF A SMALL TENANT HOUSE, 16 FEET SOUTH OF THE CENTER
 CN2125'LINE OF THE ENTRANCE GATE, 1 FOOT WEST OF THE FENCE LINE, 1 1/2 FEET
 CN2125'NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 CN2125'POST PROJECTING 3 INCHES.  NOTE-- POST HAS BEEN DISTURBED BY
 CN2125'BULLDOZER.
 CN2125
 CN2125                          STATION RECOVERY (1957)
 CN2125
 CN2125'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CN2125'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2151 ***********************************************************************
 CN2151  DESIGNATION -  E 307
 CN2151  PID         -  CN2151
 CN2151  STATE/COUNTY-  AL/DALLAS
 CN2151  USGS QUAD   -  TASSO (1987)
 CN2151
 CN2151                         *CURRENT SURVEY CONTROL
 CN2151  ___________________________________________________________________
 CN2151* NAD 83(1986)-  32 11 42.     (N)    087 10 29.     (W)     SCALED    
 CN2151* NAVD 88     -        35.669  (meters)     117.02   (feet)  ADJUSTED  
 CN2151  ___________________________________________________________________
 CN2151  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CN2151  DYNAMIC HT  -          35.629 (meters)     116.89  (feet)  COMP
 CN2151  MODELED GRAV-     979,515.9   (mgal)                       NAVD 88
 CN2151
 CN2151  VERT ORDER  -  SECOND    CLASS 0
 CN2151
 CN2151.The horizontal coordinates were scaled from a topographic map and have
 CN2151.an estimated accuracy of +/- 6 seconds.
 CN2151
 CN2151.The orthometric height was determined by differential leveling
 CN2151.and adjusted by the National Geodetic Survey in June 1991..
 CN2151
 CN2151.The geoid height was determined by GEOID03.
 CN2151
 CN2151.The dynamic height is computed by dividing the NAVD 88
 CN2151.geopotential number by the normal gravity value computed on the
 CN2151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2151.degrees latitude (g = 980.6199 gals.).
 CN2151
 CN2151.The modeled gravity was interpolated from observed gravity values.
 CN2151
 CN2151;                    North         East    Units  Estimated Accuracy
 CN2151;SPC AL W     -   243,390.      630,670.      MT  (+/- 180 meters Scaled)
 CN2151
 CN2151                          SUPERSEDED SURVEY CONTROL
 CN2151
 CN2151  NGVD 29 (??/??/92)   35.627  (m)          116.89   (f) ADJ UNCH    2 0
 CN2151
 CN2151.Superseded values are not recommended for survey control.
 CN2151.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2151.See file dsdata.txt to determine how the superseded data were derived.
 CN2151
 CN2151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA835620(NAD 83)
 CN2151_MARKER: DB = BENCH MARK DISK
 CN2151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2151_STAMPING: E 307 1949
 CN2151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2151+STABILITY: SURFACE MOTION
 CN2151
 CN2151  HISTORY     - Date     Condition        Report By
 CN2151  HISTORY     - 1949     MONUMENTED       CGS
 CN2151
 CN2151                          STATION DESCRIPTION
 CN2151
 CN2151'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN2151'11.4 MI SE FROM ORRVILLE.
 CN2151'ABOUT 0.25 MILE EAST ALONG STATE HIGHWAY 22 FROM THE BAPTIST CHURCH AT
 CN2151'ORRVILLE, THENCE ABOUT 4.05 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 CN2151'THENCE ABOUT 0.85 MILE SOUTH AND ABOUT 5.05 MILES SOUTH-SOUTHEAST
 CN2151'ALONG GRAVEL ROADS, THENCE ABOUT 1.2 MILES SOUTHWEST AND WEST ALONG A
 CN2151'GRAVEL ROAD, ALONG NORTH EDGE OF MOLLETTE AIRPORT, ABOUT 0.25 MILE
 CN2151'WEST OF THE NORTH ENTRANCE TO FIELD, AT A DRIVE WAY NORTH TO A FARM
 CN2151'HOUSE, 131 FEET SOUTHWEST AND ACROSS THE ROAD FROM A POWER POLE WITH
 CN2151'TRANSFORMER, 26 FEET SOUTH OF THE CENTER LINE OF THE ROAD AT CENTER OF
 CN2151'JUNCTION, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET EAST
 CN2151'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 CN2151'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0958 ***********************************************************************
 CN0958  DESIGNATION -  E 309
 CN0958  PID         -  CN0958
 CN0958  STATE/COUNTY-  AL/DALLAS
 CN0958  USGS QUAD   -  PLEASANT HILL (1987)
 CN0958
 CN0958                         *CURRENT SURVEY CONTROL
 CN0958  ___________________________________________________________________
 CN0958* NAD 83(1986)-  32 14 06.     (N)    086 54 32.     (W)     SCALED    
 CN0958* NAVD 88     -        90.428  (meters)     296.68   (feet)  ADJUSTED  
 CN0958  ___________________________________________________________________
 CN0958  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 CN0958  DYNAMIC HT  -          90.324 (meters)     296.34  (feet)  COMP
 CN0958  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CN0958
 CN0958  VERT ORDER  -  SECOND    CLASS 0
 CN0958
 CN0958.The horizontal coordinates were scaled from a topographic map and have
 CN0958.an estimated accuracy of +/- 6 seconds.
 CN0958
 CN0958.The orthometric height was determined by differential leveling
 CN0958.and adjusted by the National Geodetic Survey in June 1991..
 CN0958
 CN0958.The geoid height was determined by GEOID03.
 CN0958
 CN0958.The dynamic height is computed by dividing the NAVD 88
 CN0958.geopotential number by the normal gravity value computed on the
 CN0958.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0958.degrees latitude (g = 980.6199 gals.).
 CN0958
 CN0958.The modeled gravity was interpolated from observed gravity values.
 CN0958
 CN0958;                    North         East    Units  Estimated Accuracy
 CN0958;SPC AL W     -   247,940.      655,710.      MT  (+/- 180 meters Scaled)
 CN0958
 CN0958                          SUPERSEDED SURVEY CONTROL
 CN0958
 CN0958  NGVD 29 (??/??/92)   90.386  (m)          296.54   (f) ADJ UNCH    2 0
 CN0958
 CN0958.Superseded values are not recommended for survey control.
 CN0958.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0958.See file dsdata.txt to determine how the superseded data were derived.
 CN0958
 CN0958_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA085664(NAD 83)
 CN0958_MARKER: DB = BENCH MARK DISK
 CN0958_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0958_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0958_STAMPING: E 309 1949
 CN0958_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0958+STABILITY: SURFACE MOTION
 CN0958
 CN0958  HISTORY     - Date     Condition        Report By
 CN0958  HISTORY     - 1949     MONUMENTED       CGS
 CN0958
 CN0958                          STATION DESCRIPTION
 CN0958
 CN0958'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0958'1.9 MI S FROM POLK.
 CN0958'ABOUT 1.9 MILES SOUTH ALONG A COUNTY ROAD FROM THE CROSSROADS AT POLK,
 CN0958'ABOUT 0.35 MILE SOUTH OF AN EAST-WEST CROSSROAD, 73 FEET WEST OF THE
 CN0958'CENTER LINE OF THE GRAVEL ROAD, 166 FEET NORTH AND ACROSS A DRIVE FROM
 CN0958'THE NORTHEAST CORNER OF A FARM HOUSE, 12 FEET NORTH OF THE CENTER LINE
 CN0958'OF THE DRIVE, 18.5 FEET NORTH AND ACROSS DRIVE FROM A 16-INCH GUM
 CN0958'TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 CN0958'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1583 ***********************************************************************
 CN1583  DESIGNATION -  E 310
 CN1583  PID         -  CN1583
 CN1583  STATE/COUNTY-  AL/PERRY
 CN1583  USGS QUAD   -  SUTTLE (1987)
 CN1583
 CN1583                         *CURRENT SURVEY CONTROL
 CN1583  ___________________________________________________________________
 CN1583* NAD 83(1986)-  32 31 48.     (N)    087 12 27.     (W)     SCALED    
 CN1583* NAVD 88     -        41.147  (meters)     135.00   (feet)  ADJUSTED  
 CN1583  ___________________________________________________________________
 CN1583  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CN1583  DYNAMIC HT  -          41.100 (meters)     134.84  (feet)  COMP
 CN1583  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CN1583
 CN1583  VERT ORDER  -  SECOND    CLASS 0
 CN1583
 CN1583.The horizontal coordinates were scaled from a topographic map and have
 CN1583.an estimated accuracy of +/- 6 seconds.
 CN1583
 CN1583.The orthometric height was determined by differential leveling
 CN1583.and adjusted by the National Geodetic Survey in June 1991..
 CN1583
 CN1583.The geoid height was determined by GEOID03.
 CN1583
 CN1583.The dynamic height is computed by dividing the NAVD 88
 CN1583.geopotential number by the normal gravity value computed on the
 CN1583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1583.degrees latitude (g = 980.6199 gals.).
 CN1583
 CN1583.The modeled gravity was interpolated from observed gravity values.
 CN1583
 CN1583;                    North         East    Units  Estimated Accuracy
 CN1583;SPC AL W     -   280,530.      627,480.      MT  (+/- 180 meters Scaled)
 CN1583
 CN1583                          SUPERSEDED SURVEY CONTROL
 CN1583
 CN1583  NGVD 29 (??/??/92)   41.101  (m)          134.85   (f) ADJ UNCH    2 0
 CN1583
 CN1583.Superseded values are not recommended for survey control.
 CN1583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1583.See file dsdata.txt to determine how the superseded data were derived.
 CN1583
 CN1583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA805992(NAD 83)
 CN1583_MARKER: DB = BENCH MARK DISK
 CN1583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1583_STAMPING: E 310 1949
 CN1583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1583+STABILITY: SURFACE MOTION
 CN1583
 CN1583  HISTORY     - Date     Condition        Report By
 CN1583  HISTORY     - 1949     MONUMENTED       CGS
 CN1583  HISTORY     - 1964     GOOD             NGS
 CN1583
 CN1583                          STATION DESCRIPTION
 CN1583
 CN1583'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CN1583'1.7 MI W FROM SUTTLE.
 CN1583'LOCATED 0.4 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 CN1583'SUTTLE, THENCE GO WEST ON PERRY COUNTY ROAD 12 FOR 1.3 MILES TO THE
 CN1583'END OF THE BRIDGE AND A FORKS, TAKE RIGHT FORK AND GO 0.5 MILE TO THE
 CN1583'MARK ON THE LEFT.  IT IS ABOUT 0.2 MILE NORTH OF THE NEW HIGHWAY, 46
 CN1583'FEET SOUTH OF THE CENTERLINE OF THE OLD ROAD, 21 FEET SOUTH OF A T
 CN1583'FENCE CORNER, ACROSS THE ROAD FROM A ROAD LEADING NORTH, 25 PACES EAST
 CN1583'OF A POND, AND 1 FOOT SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD
 CN1583'DISK, STAMPED E 310 1949, SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 CN1583'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1571 ***********************************************************************
 CN1571  DESIGNATION -  E 311
 CN1571  PID         -  CN1571
 CN1571  STATE/COUNTY-  AL/DALLAS
 CN1571  USGS QUAD   -  SUMMERFIELD (1987)
 CN1571
 CN1571                         *CURRENT SURVEY CONTROL
 CN1571  ___________________________________________________________________
 CN1571* NAD 83(1986)-  32 30 29.     (N)    087 02 11.     (W)     SCALED    
 CN1571* NAVD 88     -        99.018  (meters)     324.86   (feet)  ADJUSTED  
 CN1571  ___________________________________________________________________
 CN1571  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CN1571  DYNAMIC HT  -          98.905 (meters)     324.49  (feet)  COMP
 CN1571  MODELED GRAV-     979,490.6   (mgal)                       NAVD 88
 CN1571
 CN1571  VERT ORDER  -  SECOND    CLASS 0
 CN1571
 CN1571.The horizontal coordinates were scaled from a topographic map and have
 CN1571.an estimated accuracy of +/- 6 seconds.
 CN1571
 CN1571.The orthometric height was determined by differential leveling
 CN1571.and adjusted by the National Geodetic Survey in June 1991..
 CN1571
 CN1571.The geoid height was determined by GEOID03.
 CN1571
 CN1571.The dynamic height is computed by dividing the NAVD 88
 CN1571.geopotential number by the normal gravity value computed on the
 CN1571.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1571.degrees latitude (g = 980.6199 gals.).
 CN1571
 CN1571.The modeled gravity was interpolated from observed gravity values.
 CN1571
 CN1571;                    North         East    Units  Estimated Accuracy
 CN1571;SPC AL W     -   278,150.      643,560.      MT  (+/- 180 meters Scaled)
 CN1571
 CN1571                          SUPERSEDED SURVEY CONTROL
 CN1571
 CN1571  NGVD 29 (??/??/92)   98.981  (m)          324.74   (f) ADJ UNCH    2 0
 CN1571
 CN1571.Superseded values are not recommended for survey control.
 CN1571.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1571.See file dsdata.txt to determine how the superseded data were derived.
 CN1571
 CN1571_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA965967(NAD 83)
 CN1571_MARKER: DB = BENCH MARK DISK
 CN1571_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1571_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1571_STAMPING: E 311 1949
 CN1571_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1571+STABILITY: SURFACE MOTION
 CN1571
 CN1571  HISTORY     - Date     Condition        Report By
 CN1571  HISTORY     - 1949     MONUMENTED       CGS
 CN1571  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1571
 CN1571                          STATION DESCRIPTION
 CN1571
 CN1571'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1571'0.85 MI SE FROM SUMMERFIELD.
 CN1571'ABOUT 0.15 MILE SOUTH ALONG A GRAVEL ROAD FROM THE JUNCTION OF A ROAD
 CN1571'WEST AND THE SCHOOL YARD AT SUMMERFIELD, ABOUT 1.3 MILES WEST OF A
 CN1571'SMALL STEEL BRIDGE OVER VALLEY CREEK, AT THE JUNCTION OF A TRAIL
 CN1571'LEADING EAST AND UPHILL, 37 FEET NORTH-NORTHEAST OF THE CENTER LINE OF
 CN1571'THE ROAD, AT THE OUTSIDE OF A CURVE WITH TANGENTS WEST AND
 CN1571'SOUTH-SOUTHEAST, 76 FEET EAST OF THE TOP OF A GRADE, 223 FEET EAST AND
 CN1571'ACROSS THE ROAD FROM THE EAST CORNER OF A CONCRETE TILE FARM HOUSE, 13
 CN1571'1/2 FEET WEST OF AN 18-INCH PINE TREE, 15 FEET NORTH OF THE CENTER
 CN1571'LINE OF THE TRAIL EAST, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1
 CN1571'FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN1571'INCHES.
 CN1571
 CN1571                          STATION RECOVERY (1984)
 CN1571
 CN1571'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1571'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1579 ***********************************************************************
 CN1579  DESIGNATION -  E 312
 CN1579  PID         -  CN1579
 CN1579  STATE/COUNTY-  AL/PERRY
 CN1579  USGS QUAD   -  SUTTLE (1987)
 CN1579
 CN1579                         *CURRENT SURVEY CONTROL
 CN1579  ___________________________________________________________________
 CN1579* NAD 83(1986)-  32 31 50.     (N)    087 08 43.     (W)     SCALED    
 CN1579* NAVD 88     -        84.976  (meters)     278.79   (feet)  ADJUSTED  
 CN1579  ___________________________________________________________________
 CN1579  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CN1579  DYNAMIC HT  -          84.878 (meters)     278.47  (feet)  COMP
 CN1579  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CN1579
 CN1579  VERT ORDER  -  SECOND    CLASS 0
 CN1579
 CN1579.The horizontal coordinates were scaled from a topographic map and have
 CN1579.an estimated accuracy of +/- 6 seconds.
 CN1579
 CN1579.The orthometric height was determined by differential leveling
 CN1579.and adjusted by the National Geodetic Survey in June 1991..
 CN1579
 CN1579.The geoid height was determined by GEOID03.
 CN1579
 CN1579.The dynamic height is computed by dividing the NAVD 88
 CN1579.geopotential number by the normal gravity value computed on the
 CN1579.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1579.degrees latitude (g = 980.6199 gals.).
 CN1579
 CN1579.The modeled gravity was interpolated from observed gravity values.
 CN1579
 CN1579;                    North         East    Units  Estimated Accuracy
 CN1579;SPC AL W     -   280,610.      633,320.      MT  (+/- 180 meters Scaled)
 CN1579
 CN1579                          SUPERSEDED SURVEY CONTROL
 CN1579
 CN1579  NGVD 29 (??/??/92)   84.933  (m)          278.65   (f) ADJ UNCH    2 0
 CN1579
 CN1579.Superseded values are not recommended for survey control.
 CN1579.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1579.See file dsdata.txt to determine how the superseded data were derived.
 CN1579
 CN1579_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA863992(NAD 83)
 CN1579_MARKER: DB = BENCH MARK DISK
 CN1579_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1579_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1579_STAMPING: E 312 1949
 CN1579_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1579+STABILITY: SURFACE MOTION
 CN1579
 CN1579  HISTORY     - Date     Condition        Report By
 CN1579  HISTORY     - 1949     MONUMENTED       CGS
 CN1579  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1579
 CN1579                          STATION DESCRIPTION
 CN1579
 CN1579'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1579'2.7 MI SE FROM SUTTLE.
 CN1579'ABOUT 0.7 MILE SOUTHEAST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 CN1579'AT SUTTLE, THENCE ABOUT 2.0 MILES EAST ALONG A GRAVEL ROAD, AT A
 CN1579'NORTH-SOUTH CROSS ROAD, 84 FEET SOUTH-SOUTHWEST OF THE CENTER OF THE
 CN1579'INTERSECTION, 70 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 44 FEET
 CN1579'EAST-NORTHEAST OF THE NORTHEAST CORNER OF A BARN, 28 FEET WEST OF THE
 CN1579'CENTER LINE OF THE ROAD SOUTH, 12 1/2 FEET NORTHWEST OF A FENCE
 CN1579'CORNER, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET
 CN1579'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN1579'INCHES.
 CN1579
 CN1579                          STATION RECOVERY (1984)
 CN1579
 CN1579'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1579'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0655 ***********************************************************************
 EF0655  DESIGNATION -  E 313
 EF0655  PID         -  EF0655
 EF0655  STATE/COUNTY-  AL/LIMESTONE
 EF0655  USGS QUAD   -  GREENBRIER (1992)
 EF0655
 EF0655                         *CURRENT SURVEY CONTROL
 EF0655  ___________________________________________________________________
 EF0655* NAD 83(1986)-  34 40 28.     (N)    086 48 44.     (W)     SCALED    
 EF0655* NAVD 88     -       186.369  (meters)     611.45   (feet)  ADJUSTED  
 EF0655  ___________________________________________________________________
 EF0655  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 EF0655  DYNAMIC HT  -         186.186 (meters)     610.85  (feet)  COMP
 EF0655  MODELED GRAV-     979,647.7   (mgal)                       NAVD 88
 EF0655
 EF0655  VERT ORDER  -  FIRST     CLASS II
 EF0655
 EF0655.The horizontal coordinates were scaled from a topographic map and have
 EF0655.an estimated accuracy of +/- 6 seconds.
 EF0655
 EF0655.The orthometric height was determined by differential leveling
 EF0655.and adjusted by the National Geodetic Survey in June 1991..
 EF0655
 EF0655.The geoid height was determined by GEOID03.
 EF0655
 EF0655.The dynamic height is computed by dividing the NAVD 88
 EF0655.geopotential number by the normal gravity value computed on the
 EF0655.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0655.degrees latitude (g = 980.6199 gals.).
 EF0655
 EF0655.The modeled gravity was interpolated from observed gravity values.
 EF0655
 EF0655;                    North         East    Units  Estimated Accuracy
 EF0655;SPC AL W     -   518,540.      663,030.      MT  (+/- 180 meters Scaled)
 EF0655
 EF0655                          SUPERSEDED SURVEY CONTROL
 EF0655
 EF0655  NGVD 29 (??/??/92)  186.345  (m)          611.37   (f) ADJ UNCH    1 2
 EF0655
 EF0655.Superseded values are not recommended for survey control.
 EF0655.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0655.See file dsdata.txt to determine how the superseded data were derived.
 EF0655
 EF0655_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED172369(NAD 83)
 EF0655_MARKER: DB = BENCH MARK DISK
 EF0655_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0655_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0655_STAMPING: E 313 1949
 EF0655_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0655+STABILITY: SURFACE MOTION
 EF0655
 EF0655  HISTORY     - Date     Condition        Report By
 EF0655  HISTORY     - 1949     MONUMENTED       CGS
 EF0655  HISTORY     - 1967     GOOD             NGS
 EF0655  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0655
 EF0655                          STATION DESCRIPTION
 EF0655
 EF0655'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0655'1.9 MI NE FROM GREENBRIER.
 EF0655'ABOUT 1.9 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0655'AT GREENBRIER, ABOUT 1.55 MILES SOUTHWEST OF THE INTERSECTION OF THE
 EF0655'MADISON-LIMESTONE COUNTY LINE, ABOUT 0.25 MILE NORTHEAST OF TRESTLE
 EF0655'NO. 352.6A OVER A DIM ROAD, AT THE SOUTHWEST END OF A CUT, 35.5 FEET
 EF0655'SOUTHEAST OF THE SOUTHEAST RAIL, 32.5 FEET SOUTHWEST OF POLE NO. 10,
 EF0655'105 FEET WEST OF POWER POLE NO. 189, 2 FEET SOUTHWEST OF A WHITE
 EF0655'WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A
 EF0655'CONCRETE POST PROJECTING 3 INCHES.
 EF0655
 EF0655                          STATION RECOVERY (1967)
 EF0655
 EF0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1967
 EF0655'RECOVERED IN GOOD CONDITION.
 EF0655
 EF0655                          STATION RECOVERY (1982)
 EF0655
 EF0655'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0655'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0626 ***********************************************************************
 EF0626  DESIGNATION -  E 314
 EF0626  PID         -  EF0626
 EF0626  STATE/COUNTY-  AL/MADISON
 EF0626  USGS QUAD   -  HUNTSVILLE (1991)
 EF0626
 EF0626                         *CURRENT SURVEY CONTROL
 EF0626  ___________________________________________________________________
 EF0626* NAD 83(1986)-  34 41 26.     (N)    086 34 59.     (W)     SCALED    
 EF0626* NAVD 88     -       188.222  (meters)     617.52   (feet)  ADJUSTED  
 EF0626  ___________________________________________________________________
 EF0626  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 EF0626  DYNAMIC HT  -         188.031 (meters)     616.90  (feet)  COMP
 EF0626  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 EF0626
 EF0626  VERT ORDER  -  FIRST     CLASS II
 EF0626
 EF0626.The horizontal coordinates were scaled from a topographic map and have
 EF0626.an estimated accuracy of +/- 6 seconds.
 EF0626
 EF0626.The orthometric height was determined by differential leveling
 EF0626.and adjusted by the National Geodetic Survey in June 1991..
 EF0626
 EF0626.The geoid height was determined by GEOID03.
 EF0626
 EF0626.The dynamic height is computed by dividing the NAVD 88
 EF0626.geopotential number by the normal gravity value computed on the
 EF0626.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0626.degrees latitude (g = 980.6199 gals.).
 EF0626
 EF0626.The modeled gravity was interpolated from observed gravity values.
 EF0626
 EF0626;                    North         East    Units  Estimated Accuracy
 EF0626;SPC AL E     -   464,960.      131,310.      MT  (+/- 180 meters Scaled)
 EF0626
 EF0626                          SUPERSEDED SURVEY CONTROL
 EF0626
 EF0626  NGVD 29 (??/??/92)  188.168  (m)          617.35   (f) ADJ UNCH    1 2
 EF0626
 EF0626.Superseded values are not recommended for survey control.
 EF0626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0626.See file dsdata.txt to determine how the superseded data were derived.
 EF0626
 EF0626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED381388(NAD 83)
 EF0626_MARKER: DB = BENCH MARK DISK
 EF0626_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0626_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0626_STAMPING: E 314 1949
 EF0626_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0626+STABILITY: SURFACE MOTION
 EF0626
 EF0626  HISTORY     - Date     Condition        Report By
 EF0626  HISTORY     - 1949     MONUMENTED       CGS
 EF0626  HISTORY     - 1959     GOOD             NGS
 EF0626  HISTORY     - 1960     GOOD             NGS
 EF0626  HISTORY     - 19980228 MARK NOT FOUND   USPSQD
 EF0626
 EF0626                          STATION DESCRIPTION
 EF0626
 EF0626'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EF0626'IN HUNTSVILLE MUNIC AIRPORT.
 EF0626'LOCATED ABOUT 0.2 MILE EAST OF THE CONTROL TOWER AND TERMINAL
 EF0626'BUILDING, 160 FEET NORTH OF THE WESTERNMOST CORNER OF THE NE END OF
 EF0626'THE NE-SW RUNWAY, 72 FEET NE OF THE NORTHERNMOST CORNER OF AN ASPHALT
 EF0626'PARKING APRON, AND 8 FEET NNE OF A 2 FT. X 3 FT. CONCRETE SLAB.  A
 EF0626'STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 EF0626'ABOVE GROUND.  NOTE-- MARK IS 140 FEET NORTHEAST OF THE PROLONGED,
 EF0626'NORTHWEST EDGE OF THE SOUTHWEST RUNAWAY, 72.5 FEET.
 EF0626
 EF0626                          STATION RECOVERY (1960)
 EF0626
 EF0626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1960
 EF0626'RECOVERED IN GOOD CONDITION.
 EF0626
 EF0626                          STATION RECOVERY (1998)
 EF0626
 EF0626'RECOVERY NOTE BY US POWER SQUADRON 1998
 EF0626'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0601 ***********************************************************************
 EF0601  DESIGNATION -  E 315
 EF0601  PID         -  EF0601
 EF0601  STATE/COUNTY-  AL/MADISON
 EF0601  USGS QUAD   -  MERIDIANVILLE (1982)
 EF0601
 EF0601                         *CURRENT SURVEY CONTROL
 EF0601  ___________________________________________________________________
 EF0601* NAD 83(1986)-  34 46 42.     (N)    086 31 40.     (W)     SCALED    
 EF0601* NAVD 88     -       225.340  (meters)     739.30   (feet)  ADJUSTED  
 EF0601  ___________________________________________________________________
 EF0601  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 EF0601  DYNAMIC HT  -         225.112 (meters)     738.55  (feet)  COMP
 EF0601  MODELED GRAV-     979,618.1   (mgal)                       NAVD 88
 EF0601
 EF0601  VERT ORDER  -  FIRST     CLASS II
 EF0601
 EF0601.The horizontal coordinates were scaled from a topographic map and have
 EF0601.an estimated accuracy of +/- 6 seconds.
 EF0601
 EF0601.The orthometric height was determined by differential leveling
 EF0601.and adjusted by the National Geodetic Survey in June 1991..
 EF0601
 EF0601.The geoid height was determined by GEOID03.
 EF0601
 EF0601.The dynamic height is computed by dividing the NAVD 88
 EF0601.geopotential number by the normal gravity value computed on the
 EF0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0601.degrees latitude (g = 980.6199 gals.).
 EF0601
 EF0601.The modeled gravity was interpolated from observed gravity values.
 EF0601
 EF0601;                    North         East    Units  Estimated Accuracy
 EF0601;SPC AL E     -   474,660.      136,440.      MT  (+/- 180 meters Scaled)
 EF0601
 EF0601                          SUPERSEDED SURVEY CONTROL
 EF0601
 EF0601  NGVD 29 (??/??/92)  225.29   (m)          739.1    (f) COMPUTED    1 2
 EF0601
 EF0601.Superseded values are not recommended for survey control.
 EF0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0601.See file dsdata.txt to determine how the superseded data were derived.
 EF0601
 EF0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED432485(NAD 83)
 EF0601_MARKER: DB = BENCH MARK DISK
 EF0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0601_STAMPING: E 315 1949
 EF0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0601+STABILITY: SURFACE MOTION
 EF0601
 EF0601  HISTORY     - Date     Condition        Report By
 EF0601  HISTORY     - 1949     MONUMENTED       CGS
 EF0601  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0601
 EF0601                          STATION DESCRIPTION
 EF0601
 EF0601'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0601'1.05 MI SE FROM CHASE.
 EF0601'ABOUT 1.05 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0601'AT CHASE, ABOUT 0.2 MILE (5 POLES) NORTHWEST OF MILE POST 333, ABOUT
 EF0601'0.1 MILE SOUTHEAST OF A SIGN STATION ONE MILE, 100 FEET SOUTHEAST OF
 EF0601'THE SOUTHWEST END OF A SMALL STONE CULVERT UNDER RAILROAD, 30.7 FEET
 EF0601'SOUTHWEST OF THE SOUTHWEST RAIL, 17 FEET SOUTHEAST OF TELEPHONE POLE
 EF0601'NO. 5, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 4 FEET ABOVE
 EF0601'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EF0601
 EF0601                          STATION RECOVERY (1982)
 EF0601
 EF0601'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0601'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0085 ***********************************************************************
 EF0085  DESIGNATION -  E 316
 EF0085  PID         -  EF0085
 EF0085  STATE/COUNTY-  AL/JACKSON
 EF0085  USGS QUAD   -  LIM ROCK (1973)
 EF0085
 EF0085                         *CURRENT SURVEY CONTROL
 EF0085  ___________________________________________________________________
 EF0085* NAD 83(1986)-  34 39 12.     (N)    086 14 36.     (W)     SCALED    
 EF0085* NAVD 88     -       189.804  (meters)     622.72   (feet)  ADJUSTED  
 EF0085  ___________________________________________________________________
 EF0085  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EF0085  DYNAMIC HT  -         189.613 (meters)     622.09  (feet)  COMP
 EF0085  MODELED GRAV-     979,623.0   (mgal)                       NAVD 88
 EF0085
 EF0085  VERT ORDER  -  FIRST     CLASS II
 EF0085
 EF0085.The horizontal coordinates were scaled from a topographic map and have
 EF0085.an estimated accuracy of +/- 6 seconds.
 EF0085
 EF0085.The orthometric height was determined by differential leveling
 EF0085.and adjusted by the National Geodetic Survey in June 1991..
 EF0085
 EF0085.The geoid height was determined by GEOID03.
 EF0085
 EF0085.The dynamic height is computed by dividing the NAVD 88
 EF0085.geopotential number by the normal gravity value computed on the
 EF0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0085.degrees latitude (g = 980.6199 gals.).
 EF0085
 EF0085.The modeled gravity was interpolated from observed gravity values.
 EF0085
 EF0085;                    North         East    Units  Estimated Accuracy
 EF0085;SPC AL E     -   460,650.      162,420.      MT  (+/- 180 meters Scaled)
 EF0085
 EF0085                          SUPERSEDED SURVEY CONTROL
 EF0085
 EF0085.No superseded survey control is available for this station.
 EF0085
 EF0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED693348(NAD 83)
 EF0085_MARKER: DB = BENCH MARK DISK
 EF0085_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0085_SP_SET: CULVERT
 EF0085_STAMPING: E 316 1949
 EF0085_MARK LOGO: CGS   
 EF0085_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0085
 EF0085  HISTORY     - Date     Condition        Report By
 EF0085  HISTORY     - 1949     MONUMENTED       CGS
 EF0085  HISTORY     - 1963     GOOD             NGS
 EF0085  HISTORY     - 1983     GOOD             NGS
 EF0085
 EF0085                          STATION DESCRIPTION
 EF0085
 EF0085'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EF0085'2.5 MI NE FROM WOODVILLE.
 EF0085'ABOUT 2.5 MILES NE ALONG NO. 72 U. S. HIGHWAY FROM THE SKEWED MAIN
 EF0085'CROSSROADS IN WOODVILLE, 1.0 FEET SW OF NE END OF NW 33-FOOT HEADWALL
 EF0085'OF TRIPLE 10-FOOT CONCRETE BOX CULVERTS, ABOUT 70 FEET SE OF SE RAIL
 EF0085'OF R.R., 17.5 FEET NW OF CENTER LINE OF 21-FOOT ASPHALT HWY. PAVEMENT,
 EF0085'1.5 FEET LOWER THAN SAME, CEMENTED IN A DRILL HOLE.
 EF0085
 EF0085                          STATION RECOVERY (1983)
 EF0085
 EF0085'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EF0085'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 2.5 MILES NORTHEAST ALONG
 EF0085'THE SOUTHERN RAILWAY FROM THE STATION AND ADD 4.2 KM (2.6 MI)
 EF0085'NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE, ALSO, DELETE
 EF0085'U.S. HIGHWAY 72 AND ADD STATE HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0877 ***********************************************************************
 EE0877  DESIGNATION -  E 317
 EE0877  PID         -  EE0877
 EE0877  STATE/COUNTY-  AL/JACKSON
 EE0877  USGS QUAD   -  WANNVILLE (1970)
 EE0877
 EE0877                         *CURRENT SURVEY CONTROL
 EE0877  ___________________________________________________________________
 EE0877* NAD 83(1986)-  34 47 06.     (N)    085 55 05.     (W)     SCALED    
 EE0877* NAVD 88     -       182.234  (meters)     597.88   (feet)  ADJUSTED  
 EE0877  ___________________________________________________________________
 EE0877  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE0877  DYNAMIC HT  -         182.056 (meters)     597.30  (feet)  COMP
 EE0877  MODELED GRAV-     979,652.6   (mgal)                       NAVD 88
 EE0877
 EE0877  VERT ORDER  -  FIRST     CLASS II
 EE0877
 EE0877.The horizontal coordinates were scaled from a topographic map and have
 EE0877.an estimated accuracy of +/- 6 seconds.
 EE0877
 EE0877.The orthometric height was determined by differential leveling
 EE0877.and adjusted by the National Geodetic Survey in June 1991..
 EE0877
 EE0877.The geoid height was determined by GEOID03.
 EE0877
 EE0877.The dynamic height is computed by dividing the NAVD 88
 EE0877.geopotential number by the normal gravity value computed on the
 EE0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0877.degrees latitude (g = 980.6199 gals.).
 EE0877
 EE0877.The modeled gravity was interpolated from observed gravity values.
 EE0877
 EE0877;                    North         East    Units  Estimated Accuracy
 EE0877;SPC AL E     -   475,180.      192,250.      MT  (+/- 180 meters Scaled)
 EE0877
 EE0877                          SUPERSEDED SURVEY CONTROL
 EE0877
 EE0877  NGVD 29 (??/??/92)  182.217  (m)          597.82   (f) ADJ UNCH    1 2
 EE0877
 EE0877.Superseded values are not recommended for survey control.
 EE0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0877.See file dsdata.txt to determine how the superseded data were derived.
 EE0877
 EE0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED989497(NAD 83)
 EE0877_MARKER: DB = BENCH MARK DISK
 EE0877_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0877_SP_SET: LIMESTONE POST
 EE0877_STAMPING: E 317 1950
 EE0877_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0877
 EE0877  HISTORY     - Date     Condition        Report By
 EE0877  HISTORY     - 1950     MONUMENTED       CGS
 EE0877  HISTORY     - 1963     GOOD             NGS
 EE0877  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0877
 EE0877                          STATION DESCRIPTION
 EE0877
 EE0877'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0877'0.6 MI SW FROM FACKLER.
 EE0877'ABOUT 0.6 MILE SW ALONG SOUTHERN RAILWAY FROM THE STATION IN
 EE0877'FACKLER, 84 FEET SE OF SE END OF THE SW ONE OF TWO 5-FOOT CONCRETE
 EE0877'PIPE CULVERTS HAVING THE SAME HEADWALL (A TWIN INSTALLATION),
 EE0877'47 FEET SE OF SE RAIL, ABOUT 11 FEET LOWER THAN TOP OF SAME,
 EE0877'28 FEET NNW OF CENTER OF CREOSOTED TELEPHONE POLE, 17 FEET ENE
 EE0877'OF CREOSOTED POWER-TELEPHONE POLE, 2 FEET NW OF RIGHT-OF-WAY
 EE0877'FENCE, 2 FEET NW OF STEEL WITNESS POST, AND FLUSH WITH THE
 EE0877'GROUND.
 EE0877
 EE0877                          STATION RECOVERY (1983)
 EE0877
 EE0877'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0877'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0928 ***********************************************************************
 EE0928  DESIGNATION -  E 318
 EE0928  PID         -  EE0928
 EE0928  STATE/COUNTY-  AL/JACKSON
 EE0928  USGS QUAD   -  WANNVILLE (1970)
 EE0928
 EE0928                         *CURRENT SURVEY CONTROL
 EE0928  ___________________________________________________________________
 EE0928* NAD 83(1986)-  34 47 06.     (N)    085 53 05.     (W)     SCALED    
 EE0928* NAVD 88     -       200.670  (meters)     658.36   (feet)  ADJUSTED  
 EE0928  ___________________________________________________________________
 EE0928  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 EE0928  DYNAMIC HT  -         200.473 (meters)     657.72  (feet)  COMP
 EE0928  MODELED GRAV-     979,649.6   (mgal)                       NAVD 88
 EE0928
 EE0928  VERT ORDER  -  FIRST     CLASS II
 EE0928
 EE0928.The horizontal coordinates were scaled from a topographic map and have
 EE0928.an estimated accuracy of +/- 6 seconds.
 EE0928
 EE0928.The orthometric height was determined by differential leveling
 EE0928.and adjusted by the National Geodetic Survey in June 1991..
 EE0928
 EE0928.The geoid height was determined by GEOID03.
 EE0928
 EE0928.The dynamic height is computed by dividing the NAVD 88
 EE0928.geopotential number by the normal gravity value computed on the
 EE0928.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0928.degrees latitude (g = 980.6199 gals.).
 EE0928
 EE0928.The modeled gravity was interpolated from observed gravity values.
 EE0928
 EE0928;                    North         East    Units  Estimated Accuracy
 EE0928;SPC AL E     -   475,180.      195,300.      MT  (+/- 180 meters Scaled)
 EE0928
 EE0928                          SUPERSEDED SURVEY CONTROL
 EE0928
 EE0928  NGVD 29 (??/??/92)  200.649  (m)          658.30   (f) ADJ UNCH    1 2
 EE0928
 EE0928.Superseded values are not recommended for survey control.
 EE0928.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0928.See file dsdata.txt to determine how the superseded data were derived.
 EE0928
 EE0928_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD020497(NAD 83)
 EE0928_MARKER: DB = BENCH MARK DISK
 EE0928_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0928_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0928_STAMPING: E 318 1950
 EE0928_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0928+STABILITY: SURFACE MOTION
 EE0928
 EE0928  HISTORY     - Date     Condition        Report By
 EE0928  HISTORY     - 1950     MONUMENTED       CGS
 EE0928  HISTORY     - 1963     GOOD             NGS
 EE0928  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0928
 EE0928                          STATION DESCRIPTION
 EE0928
 EE0928'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0928'2.6 MI SE FROM FACKLER.
 EE0928'ABOUT 1.8 MILES SOUTHERLY AND EASTERLY ALONG AN ASPHALT COUNTY
 EE0928'ROAD FROM THE RAILROAD CROSSING IN FACKLER, THENCE 0.8 MILE NNE
 EE0928'ALONG NO. 72 U.S. HWY., THENCE 0.05 MILE E ALONG GRAVEL ROAD TO
 EE0928'MARK ON RIGHT, 248 FEET E OF INTERSECTION OF CENTER LINES OF THE
 EE0928'HWY. AND ROAD, 27 FEET S OF CENTER LINE OF GRAVEL ROAD, 0.7 FOOT
 EE0928'HIGHER THAN SAME, AND PROJECTING 0.2 FOOT ABOVE GROUND.
 EE0928
 EE0928                          STATION RECOVERY (1983)
 EE0928
 EE0928'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0928'NOT RECOVERED, PROBABLY DESTROYED BY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0019 ***********************************************************************
 CN0019  DESIGNATION -  E 32
 CN0019  PID         -  CN0019
 CN0019  STATE/COUNTY-  AL/COOSA
 CN0019  USGS QUAD   -  ROCKFORD (1971)
 CN0019
 CN0019                         *CURRENT SURVEY CONTROL
 CN0019  ___________________________________________________________________
 CN0019* NAD 83(1986)-  32 53 31.     (N)    086 09 12.     (W)     SCALED    
 CN0019* NAVD 88     -       242.986  (meters)     797.20   (feet)  ADJUSTED  
 CN0019  ___________________________________________________________________
 CN0019  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CN0019  DYNAMIC HT  -         242.703 (meters)     796.27  (feet)  COMP
 CN0019  MODELED GRAV-     979,466.4   (mgal)                       NAVD 88
 CN0019
 CN0019  VERT ORDER  -  SECOND    CLASS 0
 CN0019
 CN0019.The horizontal coordinates were scaled from a topographic map and have
 CN0019.an estimated accuracy of +/- 6 seconds.
 CN0019
 CN0019.The orthometric height was determined by differential leveling
 CN0019.and adjusted by the National Geodetic Survey in June 1991..
 CN0019
 CN0019.The geoid height was determined by GEOID03.
 CN0019
 CN0019.The dynamic height is computed by dividing the NAVD 88
 CN0019.geopotential number by the normal gravity value computed on the
 CN0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0019.degrees latitude (g = 980.6199 gals.).
 CN0019
 CN0019.The modeled gravity was interpolated from observed gravity values.
 CN0019
 CN0019;                    North         East    Units  Estimated Accuracy
 CN0019;SPC AL E     -   265,260.      170,060.      MT  (+/- 180 meters Scaled)
 CN0019
 CN0019                          SUPERSEDED SURVEY CONTROL
 CN0019
 CN0019  NGVD 29 (??/??/92)  242.960  (m)          797.11   (f) ADJ UNCH    2 0
 CN0019
 CN0019.Superseded values are not recommended for survey control.
 CN0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0019.See file dsdata.txt to determine how the superseded data were derived.
 CN0019
 CN0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB791396(NAD 83)
 CN0019_MARKER: DB = BENCH MARK DISK
 CN0019_SETTING: 0 = UNSPECIFIED SETTING
 CN0019_STAMPING: E 32 1934
 CN0019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0019
 CN0019  HISTORY     - Date     Condition        Report By
 CN0019  HISTORY     - 1934     MONUMENTED       CGS
 CN0019  HISTORY     - 1942     MARK NOT FOUND   LOCENG
 CN0019
 CN0019                          STATION DESCRIPTION
 CN0019
 CN0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0019'IN HISSOP.
 CN0019'ALONG STATE HIGHWAY NO. 22, 78 FEET SOUTH OF U.S. POST OFFICE.  40
 CN0019'FEET EAST OF ROAD TO PLACE OWNED BY W.E. WAITS.  36 FEET SOUTH OF
 CN0019'CENTER LINE OF HIGHWAY.  10 FEET EAST OF 18 INCH OAK TREE.  NOTE--
 CN0019'ROAD GRADING HAS TAKEN BANK DOWN SEVERAL FEET.
 CN0019
 CN0019                          STATION RECOVERY (1942)
 CN0019
 CN0019'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1942
 CN0019'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1441 ***********************************************************************
 CN1441  DESIGNATION -  E 321
 CN1441  PID         -  CN1441
 CN1441  STATE/COUNTY-  AL/CHILTON
 CN1441  USGS QUAD   -  PLETCHER (1982)
 CN1441
 CN1441                         *CURRENT SURVEY CONTROL
 CN1441  ___________________________________________________________________
 CN1441* NAD 83(1986)-  32 44 20.     (N)    086 50 07.     (W)     SCALED    
 CN1441* NAVD 88     -       103.408  (meters)     339.26   (feet)  ADJUSTED  
 CN1441  ___________________________________________________________________
 CN1441  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 CN1441  DYNAMIC HT  -         103.290 (meters)     338.88  (feet)  COMP
 CN1441  MODELED GRAV-     979,496.9   (mgal)                       NAVD 88
 CN1441
 CN1441  VERT ORDER  -  SECOND    CLASS 0
 CN1441
 CN1441.The horizontal coordinates were scaled from a topographic map and have
 CN1441.an estimated accuracy of +/- 6 seconds.
 CN1441
 CN1441.The orthometric height was determined by differential leveling
 CN1441.and adjusted by the National Geodetic Survey in June 1991..
 CN1441
 CN1441.The geoid height was determined by GEOID03.
 CN1441
 CN1441.The dynamic height is computed by dividing the NAVD 88
 CN1441.geopotential number by the normal gravity value computed on the
 CN1441.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1441.degrees latitude (g = 980.6199 gals.).
 CN1441
 CN1441.The modeled gravity was interpolated from observed gravity values.
 CN1441
 CN1441;                    North         East    Units  Estimated Accuracy
 CN1441;SPC AL W     -   303,850.      662,300.      MT  (+/- 180 meters Scaled)
 CN1441
 CN1441                          SUPERSEDED SURVEY CONTROL
 CN1441
 CN1441  NGVD 29 (??/??/92)  103.386  (m)          339.19   (f) ADJ UNCH    2 0
 CN1441
 CN1441.Superseded values are not recommended for survey control.
 CN1441.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1441.See file dsdata.txt to determine how the superseded data were derived.
 CN1441
 CN1441_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB154223(NAD 83)
 CN1441_MARKER: DB = BENCH MARK DISK
 CN1441_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1441_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1441_STAMPING: E 321 1950
 CN1441_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1441+STABILITY: SURFACE MOTION
 CN1441
 CN1441  HISTORY     - Date     Condition        Report By
 CN1441  HISTORY     - 1950     MONUMENTED       CGS
 CN1441
 CN1441                          STATION DESCRIPTION
 CN1441
 CN1441'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1441'IN ADAMS.
 CN1441'AT ADAMS SIDING, ABOUT 4.8 MILES SOUTHEAST ALONG THE MOBILE AND OHIO
 CN1441'RAILROAD FROM THE STATION AT MAPLESVILLE AND ABOUT 4.1 MILES NORTHWEST
 CN1441'ALONG THE RAILROAD FROM THE STATION AT PLETCHER, 0.3 MILE SOUTHEAST OF
 CN1441'MILE POST 135, 261 FEET NORTHWEST AND ACROSS THE TRACK FROM THE
 CN1441'STATION SIGN AT ADAMS, 210 FEET NORTHWEST OF THE CENTER LINE OF A
 CN1441'PUBLIC ROAD CROSSING, 213 FEET NORTHWEST OF THE CROSSING WARNING SIGN,
 CN1441'32 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK, 17 FEET
 CN1441'NORTHEAST OF THE NORTHEAST RAIL OF THE SIDE TRACK, 18 FEET SOUTHEAST
 CN1441'OF A TELEPHONE POLE, ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK AND IN
 CN1441'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2022 ***********************************************************************
 CN2022  DESIGNATION -  E 322
 CN2022  PID         -  CN2022
 CN2022  STATE/COUNTY-  AL/WILCOX
 CN2022  USGS QUAD   -  CAMDEN NORTH (1974)
 CN2022
 CN2022                         *CURRENT SURVEY CONTROL
 CN2022  ___________________________________________________________________
 CN2022* NAD 83(1986)-  32 05 47.     (N)    087 18 42.     (W)     SCALED    
 CN2022* NAVD 88     -        52.981  (meters)     173.82   (feet)  ADJUSTED  
 CN2022  ___________________________________________________________________
 CN2022  GEOID HEIGHT-         -27.72  (meters)                     GEOID03
 CN2022  DYNAMIC HT  -          52.920 (meters)     173.62  (feet)  COMP
 CN2022  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 CN2022
 CN2022  VERT ORDER  -  SECOND    CLASS 0
 CN2022
 CN2022.The horizontal coordinates were scaled from a topographic map and have
 CN2022.an estimated accuracy of +/- 6 seconds.
 CN2022
 CN2022.The orthometric height was determined by differential leveling
 CN2022.and adjusted by the National Geodetic Survey in June 1991..
 CN2022
 CN2022.The geoid height was determined by GEOID03.
 CN2022
 CN2022.The dynamic height is computed by dividing the NAVD 88
 CN2022.geopotential number by the normal gravity value computed on the
 CN2022.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2022.degrees latitude (g = 980.6199 gals.).
 CN2022
 CN2022.The modeled gravity was interpolated from observed gravity values.
 CN2022
 CN2022;                    North         East    Units  Estimated Accuracy
 CN2022;SPC AL W     -   232,430.      617,780.      MT  (+/- 180 meters Scaled)
 CN2022
 CN2022                          SUPERSEDED SURVEY CONTROL
 CN2022
 CN2022  NGVD 29 (??/??/92)   52.938  (m)          173.68   (f) ADJ UNCH    2 0
 CN2022
 CN2022.Superseded values are not recommended for survey control.
 CN2022.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2022.See file dsdata.txt to determine how the superseded data were derived.
 CN2022
 CN2022_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA705511(NAD 83)
 CN2022_MARKER: DB = BENCH MARK DISK
 CN2022_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2022_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2022_STAMPING: E 322 1950
 CN2022_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2022+STABILITY: SURFACE MOTION
 CN2022
 CN2022  HISTORY     - Date     Condition        Report By
 CN2022  HISTORY     - 1950     MONUMENTED       CGS
 CN2022  HISTORY     - 1954     MARK NOT FOUND   USGS
 CN2022
 CN2022                          STATION DESCRIPTION
 CN2022
 CN2022'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2022'13.6 MI SE FROM ALBERTA.
 CN2022'ABOUT 13.6 MILES SOUTHEAST ALONG A COUNTRY ROAD LEADING TO ELLIS FERRY
 CN2022'FROM THE SOUTHERN RAILWAY STATION IN ALBERTA, NEAR TWO COUNTRY STORE
 CN2022'BUILDINGS, 33.5 FEET SOUTHEAST OF THE EAST CORNER OF THE MOST
 CN2022'SOUTHEASTERLY OF THE TWO STORES, 59 FEET SOUTHWEST OF THE CENTER LINE
 CN2022'OF THE ROAD, 48 FEET WEST-SOUTHWEST OF A POWER POLE, 68 FEET EAST OF A
 CN2022'WELL, ABOUT 3 FEET LOWER THAN THE ROAD AND IN THE TOP OF A CONCRETE
 CN2022'POST PROJECTING 3 INCHES.
 CN2022
 CN2022                          STATION RECOVERY (1954)
 CN2022
 CN2022'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1954
 CN2022'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1975 ***********************************************************************
 CN1975  DESIGNATION -  E 323
 CN1975  PID         -  CN1975
 CN1975  STATE/COUNTY-  AL/WILCOX
 CN1975  USGS QUAD   -  CAMDEN NORTH (1974)
 CN1975
 CN1975                         *CURRENT SURVEY CONTROL
 CN1975  ___________________________________________________________________
 CN1975* NAD 83(1986)-  32 00 04.     (N)    087 17 55.     (W)     SCALED    
 CN1975* NAVD 88     -        74.970  (meters)     245.96   (feet)  ADJUSTED  
 CN1975  ___________________________________________________________________
 CN1975  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CN1975  DYNAMIC HT  -          74.883 (meters)     245.68  (feet)  COMP
 CN1975  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 CN1975
 CN1975  VERT ORDER  -  SECOND    CLASS 0
 CN1975
 CN1975.The horizontal coordinates were scaled from a topographic map and have
 CN1975.an estimated accuracy of +/- 6 seconds.
 CN1975
 CN1975.The orthometric height was determined by differential leveling
 CN1975.and adjusted by the National Geodetic Survey in June 1991..
 CN1975
 CN1975.The geoid height was determined by GEOID03.
 CN1975
 CN1975.The dynamic height is computed by dividing the NAVD 88
 CN1975.geopotential number by the normal gravity value computed on the
 CN1975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1975.degrees latitude (g = 980.6199 gals.).
 CN1975
 CN1975.The modeled gravity was interpolated from observed gravity values.
 CN1975
 CN1975;                    North         East    Units  Estimated Accuracy
 CN1975;SPC AL W     -   221,870.      619,030.      MT  (+/- 180 meters Scaled)
 CN1975
 CN1975                          SUPERSEDED SURVEY CONTROL
 CN1975
 CN1975  NGVD 29 (??/??/92)   74.932  (m)          245.84   (f) ADJ UNCH    2 0
 CN1975
 CN1975.Superseded values are not recommended for survey control.
 CN1975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1975.See file dsdata.txt to determine how the superseded data were derived.
 CN1975
 CN1975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA717405(NAD 83)
 CN1975_MARKER: DD = SURVEY DISK
 CN1975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1975_STAMPING: E 323 1950
 CN1975_PROJECTION: FLUSH
 CN1975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1975+STABILITY: SURFACE MOTION
 CN1975
 CN1975  HISTORY     - Date     Condition        Report By
 CN1975  HISTORY     - 1950     MONUMENTED       USE
 CN1975  HISTORY     - 19980127 MARK NOT FOUND   NGS
 CN1975
 CN1975                          STATION DESCRIPTION
 CN1975
 CN1975'DESCRIBED BY US ENGINEERS 1950
 CN1975'IN CAMDEN.
 CN1975'IN CAMDEN, ABOUT 0.95 MILE NORTHWEST ALONG STATE HIGHWAY 28 FROM THE
 CN1975'COURT HOUSE, 0.55 MILE NORTHWEST OF THE HIGH SCHOOL, 162 FEET
 CN1975'NORTHWEST OF THE CENTER LINE OF A DRIVE WAY LEADING NORTHEAST TO A NEW
 CN1975'WHITE ASBESTOS SHINGLE BUNGALOW, 22 1/2 FEET NORTHWEST OF A HIGHWAY
 CN1975'RIGHT-OF-WAY POST AT STATION P.C. 69+25.8, 29 1/2 FEET NORTHEAST OF
 CN1975'THE CENTER LINE OF THE HIGHWAY, 11 FEET NORTH OF    1 FEET NORTH OF A
 CN1975'FIRE HYDRANT, 1/2 FOOT NORTHEAST OF THE NORTHEAST EDGE OF THE SIDE
 CN1975'WALK, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT
 CN1975'ABOVE THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE POST
 CN1975'PROJECTING 3 INCHES.  NOTE-- THIS POST WAS FOUND UNSTAMPED AND WAS
 CN1975'STAMPED AS SHOWN ABOVE BY THIS PARTY.
 CN1975
 CN1975                          STATION RECOVERY (1998)
 CN1975
 CN1975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN1975'THE STATION WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1733 ***********************************************************************
 CN1733  DESIGNATION -  E 324
 CN1733  PID         -  CN1733
 CN1733  STATE/COUNTY-  AL/DALLAS
 CN1733  USGS QUAD   -  BUCK CREEK (1987)
 CN1733
 CN1733                         *CURRENT SURVEY CONTROL
 CN1733  ___________________________________________________________________
 CN1733* NAD 83(1986)-  32 37 55.     (N)    087 01 08.     (W)     SCALED    
 CN1733* NAVD 88     -       119.496  (meters)     392.05   (feet)  ADJUSTED  
 CN1733  ___________________________________________________________________
 CN1733  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN1733  DYNAMIC HT  -         119.359 (meters)     391.60  (feet)  COMP
 CN1733  MODELED GRAV-     979,487.3   (mgal)                       NAVD 88
 CN1733
 CN1733  VERT ORDER  -  SECOND    CLASS 0
 CN1733
 CN1733.The horizontal coordinates were scaled from a topographic map and have
 CN1733.an estimated accuracy of +/- 6 seconds.
 CN1733
 CN1733.The orthometric height was determined by differential leveling
 CN1733.and adjusted by the National Geodetic Survey in June 1991..
 CN1733
 CN1733.The geoid height was determined by GEOID03.
 CN1733
 CN1733.The dynamic height is computed by dividing the NAVD 88
 CN1733.geopotential number by the normal gravity value computed on the
 CN1733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1733.degrees latitude (g = 980.6199 gals.).
 CN1733
 CN1733.The modeled gravity was interpolated from observed gravity values.
 CN1733
 CN1733;                    North         East    Units  Estimated Accuracy
 CN1733;SPC AL W     -   291,900.      645,140.      MT  (+/- 180 meters Scaled)
 CN1733
 CN1733                          SUPERSEDED SURVEY CONTROL
 CN1733
 CN1733  NGVD 29 (??/??/92)  119.470  (m)          391.96   (f) ADJ UNCH    2 0
 CN1733
 CN1733.Superseded values are not recommended for survey control.
 CN1733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1733.See file dsdata.txt to determine how the superseded data were derived.
 CN1733
 CN1733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB982104(NAD 83)
 CN1733_MARKER: DB = BENCH MARK DISK
 CN1733_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1733_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1733_STAMPING: E 324 1950
 CN1733_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1733+STABILITY: SURFACE MOTION
 CN1733
 CN1733  HISTORY     - Date     Condition        Report By
 CN1733  HISTORY     - 1950     MONUMENTED       CGS
 CN1733
 CN1733                          STATION DESCRIPTION
 CN1733
 CN1733'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1733'10.15 MI N FROM SUMMERFIELD.
 CN1733'ABOUT 10.15 MILES NORTHEAST AND NORTH ALONG GRAVEL ROADS FROM THE
 CN1733'SCHOOL YARD AT SUMMERFIELD, ABOUT 0.7 MILE SOUTH OF CROSSROAD SCHOOL,
 CN1733'ABOUT 0.15 MILE NORTHWEST OF THE BOUNDARY LINE OF THE OAKMULGEE
 CN1733'DIVISION OF THE TALLADEGA NATIONAL FOREST, AT THE JUNCTION OF A DIM
 CN1733'ROAD SOUTHWEST TO DALLAS TOWER AND THE JUNCTION OF A DIM ROAD EAST, 68
 CN1733'FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 32 FEET NORTHWEST OF
 CN1733'THE CENTER LINE OF THE ROAD SOUTHWEST, 2 FEET SOUTHEAST OF A WHITE
 CN1733'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE MAIN ROAD AND SET IN THE
 CN1733'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1768 ***********************************************************************
 CN1768  DESIGNATION -  E 325
 CN1768  PID         -  CN1768
 CN1768  STATE/COUNTY-  AL/PERRY
 CN1768  USGS QUAD   -  BUCK CREEK (1987)
 CN1768
 CN1768                         *CURRENT SURVEY CONTROL
 CN1768  ___________________________________________________________________
 CN1768* NAD 83(1986)-  32 41 55.     (N)    087 04 50.     (W)     SCALED    
 CN1768* NAVD 88     -       143.357  (meters)     470.33   (feet)  ADJUSTED  
 CN1768  ___________________________________________________________________
 CN1768  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN1768  DYNAMIC HT  -         143.191 (meters)     469.79  (feet)  COMP
 CN1768  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 CN1768
 CN1768  VERT ORDER  -  SECOND    CLASS 0
 CN1768
 CN1768.The horizontal coordinates were scaled from a topographic map and have
 CN1768.an estimated accuracy of +/- 6 seconds.
 CN1768
 CN1768.The orthometric height was determined by differential leveling
 CN1768.and adjusted by the National Geodetic Survey in June 1991..
 CN1768
 CN1768.The geoid height was determined by GEOID03.
 CN1768
 CN1768.The dynamic height is computed by dividing the NAVD 88
 CN1768.geopotential number by the normal gravity value computed on the
 CN1768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1768.degrees latitude (g = 980.6199 gals.).
 CN1768
 CN1768.The modeled gravity was interpolated from observed gravity values.
 CN1768
 CN1768;                    North         East    Units  Estimated Accuracy
 CN1768;SPC AL W     -   299,270.      639,330.      MT  (+/- 180 meters Scaled)
 CN1768
 CN1768                          SUPERSEDED SURVEY CONTROL
 CN1768
 CN1768  NGVD 29 (??/??/92)  143.323  (m)          470.22   (f) ADJ UNCH    2 0
 CN1768
 CN1768.Superseded values are not recommended for survey control.
 CN1768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1768.See file dsdata.txt to determine how the superseded data were derived.
 CN1768
 CN1768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB924178(NAD 83)
 CN1768_MARKER: DB = BENCH MARK DISK
 CN1768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1768_STAMPING: E 325 1950
 CN1768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1768+STABILITY: SURFACE MOTION
 CN1768
 CN1768  HISTORY     - Date     Condition        Report By
 CN1768  HISTORY     - 1950     MONUMENTED       CGS
 CN1768
 CN1768                          STATION DESCRIPTION
 CN1768
 CN1768'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1768'4.9 MI NE FROM OSBORN.
 CN1768'ABOUT 2.75 MILES NORTHEAST ALONG A GRAVEL ROAD FROM OSBORNS STORE AT
 CN1768'OSBORN, THENCE ABOUT 1.75 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 CN1768'ROAD, THENCE ABOUT 0.4 MILE NORTH ALONG A GRAVEL ROAD, AT THE POPLAR
 CN1768'GROVE CHURCH, ABOUT 0.9 MILE EAST AND ABOUT 0.4 MILE NORTH OF A SMALL
 CN1768'STEEL BRIDGE OVER OAKMULGEE CREEK, 98 FEET SOUTH OF THE SOUTHWEST
 CN1768'CONCRETE PORCH CORNER OF THE WOODEN CHURCH BUILDING, 34 FEET EAST OF
 CN1768'THE CENTER LINE OF THE ROAD, 28 FEET SOUTHWEST OF A 20-INCH HICKORY
 CN1768'TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE
 CN1768'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1265 ***********************************************************************
 BU1265  DESIGNATION -  E 326 RESET
 BU1265  PID         -  BU1265
 BU1265  STATE/COUNTY-  AL/WILCOX
 BU1265  USGS QUAD   -  COY (1973)
 BU1265
 BU1265                         *CURRENT SURVEY CONTROL
 BU1265  ___________________________________________________________________
 BU1265* NAD 83(1986)-  31 52 55.     (N)    087 29 15.     (W)     SCALED    
 BU1265* NAVD 88     -        27.40   (meters)      89.9    (feet)  RESET     
 BU1265  ___________________________________________________________________
 BU1265  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BU1265
 BU1265  VERT ORDER  -  THIRD
 BU1265
 BU1265.The horizontal coordinates were scaled from a topographic map and have
 BU1265.an estimated accuracy of +/- 6 seconds.
 BU1265
 BU1265.The orthometric height was computed from unverified reset data.
 BU1265
 BU1265.The geoid height was determined by GEOID03.
 BU1265
 BU1265;                    North         East    Units  Estimated Accuracy
 BU1265;SPC AL W     -   208,640.      601,180.      MT  (+/- 180 meters Scaled)
 BU1265
 BU1265                          SUPERSEDED SURVEY CONTROL
 BU1265
 BU1265  NGVD 29 (??/??/??)   27.37   (m)           89.8    (f) RESET       3  
 BU1265
 BU1265.Superseded values are not recommended for survey control.
 BU1265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1265.See file dsdata.txt to determine how the superseded data were derived.
 BU1265
 BU1265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA538274(NAD 83)
 BU1265_MARKER: DB = BENCH MARK DISK
 BU1265_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1265_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1265_STAMPING: E 326 RESET 1962
 BU1265_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1265+STABILITY: SURFACE MOTION
 BU1265
 BU1265  HISTORY     - Date     Condition        Report By
 BU1265  HISTORY     - 1962     MONUMENTED       CGS
 BU1265
 BU1265                          STATION DESCRIPTION
 BU1265
 BU1265'DESCRIBED BY COAST AND GEODETIC SURVEY 1962
 BU1265'13.15 MI SW FROM CAMDEN.
 BU1265'LOCATED 5.35 MILES SOUTH ALONG STATE HIGHWAY 41 FROM THE COURTHOUSE AT
 BU1265'CAMDEN, THENCE SOUTHWEST ALONG WILCOX COUNTY ROAD NO. 12 FOR 2.6 MILES
 BU1265'TO A CROSSROADS, TURN RIGHT AND GO SOUTHWEST ON STATE HIGHWAY 12 FOR
 BU1265'3.5 MILES TO THE COY POST OFFICE, ON THE RIGHT, CONTINUE SOUTHWEST FOR
 BU1265'0.1 MILE TO A ROAD CROSSING, THENCE CONTINUE SOUTHWEST FOR 0.6 MILE TO
 BU1265'A FORK AND A STORE IN THE FORK, TAKE RIGHT FORK AND GO 1.0 MILE TO THE
 BU1265'COY PUBLIC SCHOOL ON THE LEFT AND THE MARK ON THE RIGHT IN THE
 BU1265'SOUTHEAST CORNER OF THE YARD OF A TENANT HOUSE.  IT IS 50 FEET NORTH
 BU1265'OF THE CENTER OF THE COUNTY ROAD, 1 FOOT WEST OF A WIRE FENCE, 68 FEET
 BU1265'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A TENANT HOUSE, 40 FEET
 BU1265'EAST OF THE EAST ONE OF TWO CEDAR TREES IN THE FRONT YARD OF THE
 BU1265'TENANT HOUSE, 67 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF
 BU1265'THE SCHOOL HOUSE ABOUT 100 YARDS TO THE SOUTH AND 1 FOOT NORTH OF A
 BU1265'METAL WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BU1265'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1962 ***********************************************************************
 CN1962  DESIGNATION -  E 327
 CN1962  PID         -  CN1962
 CN1962  STATE/COUNTY-  AL/WILCOX
 CN1962  USGS QUAD   -  LEE LONG BRIDGE (1974)
 CN1962
 CN1962                         *CURRENT SURVEY CONTROL
 CN1962  ___________________________________________________________________
 CN1962* NAD 83(1986)-  32 01 03.     (N)    087 25 54.     (W)     SCALED    
 CN1962* NAVD 88     -        25.275  (meters)      82.92   (feet)  ADJUSTED  
 CN1962  ___________________________________________________________________
 CN1962  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CN1962  DYNAMIC HT  -          25.245 (meters)      82.82  (feet)  COMP
 CN1962  MODELED GRAV-     979,462.5   (mgal)                       NAVD 88
 CN1962
 CN1962  VERT ORDER  -  SECOND    CLASS 0
 CN1962
 CN1962.The horizontal coordinates were scaled from a topographic map and have
 CN1962.an estimated accuracy of +/- 6 seconds.
 CN1962
 CN1962.The orthometric height was determined by differential leveling
 CN1962.and adjusted by the National Geodetic Survey in June 1991..
 CN1962
 CN1962.The geoid height was determined by GEOID03.
 CN1962
 CN1962.The dynamic height is computed by dividing the NAVD 88
 CN1962.geopotential number by the normal gravity value computed on the
 CN1962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1962.degrees latitude (g = 980.6199 gals.).
 CN1962
 CN1962.The modeled gravity was interpolated from observed gravity values.
 CN1962
 CN1962;                    North         East    Units  Estimated Accuracy
 CN1962;SPC AL W     -   223,670.      606,460.      MT  (+/- 180 meters Scaled)
 CN1962
 CN1962                          SUPERSEDED SURVEY CONTROL
 CN1962
 CN1962  NGVD 29 (??/??/92)   25.232  (m)           82.78   (f) ADJ UNCH    2 0
 CN1962
 CN1962.Superseded values are not recommended for survey control.
 CN1962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1962.See file dsdata.txt to determine how the superseded data were derived.
 CN1962
 CN1962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA592424(NAD 83)
 CN1962_MARKER: DB = BENCH MARK DISK
 CN1962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1962_STAMPING: E 327 1950
 CN1962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1962+STABILITY: SURFACE MOTION
 CN1962
 CN1962  HISTORY     - Date     Condition        Report By
 CN1962  HISTORY     - 1950     MONUMENTED       CGS
 CN1962
 CN1962                          STATION DESCRIPTION
 CN1962
 CN1962'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1962'9.55 MI W FROM CAMDEN.
 CN1962'ABOUT 0.15 MILE NORTHWEST ALONG STATE HIGHWAY 28 FROM THE COURT HOUSE
 CN1962'AT CAMDEN, THENCE ABOUT 4.5 MILES WEST ALONG A BLACK TOP ROAD (STATE
 CN1962'HIGHWAY 164), THENCE ABOUT 4.9 MILES WEST AND NORTHWEST ALONG A GRAVEL
 CN1962'ROAD LEADING TO CLIFTON FERRY LANDING, ABOUT 0.8 MILE WEST OF NEW HOPE
 CN1962'BAPTIST CHURCH, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A DIM ROAD
 CN1962'SOUTH, AT THE JUNCTION OF A ROAD NORTHWEST, 86 FEET NORTHWEST OF THE
 CN1962'CENTER OF THE JUNCTION AT THE EAST POINT OF TRIANGLE FORMED BY
 CN1962'JUNCTION, 56 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 25 FEET
 CN1962'NORTHEAST OF THE CENTER LINE OF THE ROAD NORTHWEST, 22 FEET NORTHWEST
 CN1962'OF A TRIANGULAR BLAZED 14-INCH PINE TREE, 1 1/2 FEET SOUTHEAST OF A
 CN1962'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 CN1962'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1944 ***********************************************************************
 CN1944  DESIGNATION -  E 328
 CN1944  PID         -  CN1944
 CN1944  STATE/COUNTY-  AL/WILCOX
 CN1944  USGS QUAD   -  LEE LONG BRIDGE (1974)
 CN1944
 CN1944                         *CURRENT SURVEY CONTROL
 CN1944  ___________________________________________________________________
 CN1944* NAD 83(1986)-  32 06 27.     (N)    087 28 53.     (W)     SCALED    
 CN1944* NAVD 88     -        62.974  (meters)     206.61   (feet)  ADJUSTED  
 CN1944  ___________________________________________________________________
 CN1944  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 CN1944  DYNAMIC HT  -          62.900 (meters)     206.36  (feet)  COMP
 CN1944  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 CN1944
 CN1944  VERT ORDER  -  SECOND    CLASS 0
 CN1944
 CN1944.The horizontal coordinates were scaled from a topographic map and have
 CN1944.an estimated accuracy of +/- 6 seconds.
 CN1944
 CN1944.The orthometric height was determined by differential leveling
 CN1944.and adjusted by the National Geodetic Survey in June 1991..
 CN1944
 CN1944.The geoid height was determined by GEOID03.
 CN1944
 CN1944.The dynamic height is computed by dividing the NAVD 88
 CN1944.geopotential number by the normal gravity value computed on the
 CN1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1944.degrees latitude (g = 980.6199 gals.).
 CN1944
 CN1944.The modeled gravity was interpolated from observed gravity values.
 CN1944
 CN1944;                    North         East    Units  Estimated Accuracy
 CN1944;SPC AL W     -   233,640.      601,760.      MT  (+/- 180 meters Scaled)
 CN1944
 CN1944                          SUPERSEDED SURVEY CONTROL
 CN1944
 CN1944  NGVD 29 (??/??/92)   62.940  (m)          206.50   (f) ADJ UNCH    2 0
 CN1944
 CN1944.Superseded values are not recommended for survey control.
 CN1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1944.See file dsdata.txt to determine how the superseded data were derived.
 CN1944
 CN1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA545524(NAD 83)
 CN1944_MARKER: DB = BENCH MARK DISK
 CN1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1944_STAMPING: E 328 1950
 CN1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1944+STABILITY: SURFACE MOTION
 CN1944
 CN1944  HISTORY     - Date     Condition        Report By
 CN1944  HISTORY     - 1950     MONUMENTED       CGS
 CN1944
 CN1944                          STATION DESCRIPTION
 CN1944
 CN1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1944'7.05 MI S FROM CATHERINE.
 CN1944'ABOUT 2.95 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 CN1944'AT CATHERINE, THENCE ABOUT 4.1 MILES SOUTH AND SOUTHEAST ALONG A DIRT
 CN1944'ROAD, AT THE CROSSING OF A POWER TRANSMISSION LINE AND A TURN IN THE
 CN1944'ROAD WITH TANGENTS EXTENDING NORTHWEST AND SOUTH, 44 FEET SOUTH OF THE
 CN1944'SOUTHEAST LEG OF POWER TRANSMISSION LINE TWIN POLE NO. 449, 38 1/2
 CN1944'FEET SOUTHEAST OF THE CENTER CABLE OF THE TRANSMISSION LINE, 24 1/2
 CN1944'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT ABOVE THE ROAD
 CN1944'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1259 ***********************************************************************
 BU1259  DESIGNATION -  E 329
 BU1259  PID         -  BU1259
 BU1259  STATE/COUNTY-  AL/WILCOX
 BU1259  USGS QUAD   -  COY (1973)
 BU1259
 BU1259                         *CURRENT SURVEY CONTROL
 BU1259  ___________________________________________________________________
 BU1259* NAD 83(1986)-  31 54 09.     (N)    087 27 15.     (W)     SCALED    
 BU1259* NAVD 88     -        35.075  (meters)     115.08   (feet)  ADJUSTED  
 BU1259  ___________________________________________________________________
 BU1259  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BU1259  DYNAMIC HT  -          35.033 (meters)     114.94  (feet)  COMP
 BU1259  MODELED GRAV-     979,455.0   (mgal)                       NAVD 88
 BU1259
 BU1259  VERT ORDER  -  SECOND    CLASS 0
 BU1259
 BU1259.The horizontal coordinates were scaled from a topographic map and have
 BU1259.an estimated accuracy of +/- 6 seconds.
 BU1259
 BU1259.The orthometric height was determined by differential leveling
 BU1259.and adjusted by the National Geodetic Survey in June 1991..
 BU1259
 BU1259.The geoid height was determined by GEOID03.
 BU1259
 BU1259.The dynamic height is computed by dividing the NAVD 88
 BU1259.geopotential number by the normal gravity value computed on the
 BU1259.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1259.degrees latitude (g = 980.6199 gals.).
 BU1259
 BU1259.The modeled gravity was interpolated from observed gravity values.
 BU1259
 BU1259;                    North         East    Units  Estimated Accuracy
 BU1259;SPC AL W     -   210,920.      604,340.      MT  (+/- 180 meters Scaled)
 BU1259
 BU1259                          SUPERSEDED SURVEY CONTROL
 BU1259
 BU1259  NGVD 29 (??/??/92)   35.040  (m)          114.96   (f) ADJ UNCH    2 0
 BU1259
 BU1259.Superseded values are not recommended for survey control.
 BU1259.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1259.See file dsdata.txt to determine how the superseded data were derived.
 BU1259
 BU1259_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA570297(NAD 83)
 BU1259_MARKER: DB = BENCH MARK DISK
 BU1259_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1259_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1259_STAMPING: E 329 1950
 BU1259_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1259+STABILITY: SURFACE MOTION
 BU1259
 BU1259  HISTORY     - Date     Condition        Report By
 BU1259  HISTORY     - 1950     MONUMENTED       CGS
 BU1259  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1259
 BU1259                          STATION DESCRIPTION
 BU1259
 BU1259'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1259'0.95 MI NE FROM COY.
 BU1259'ABOUT 0.95 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 BU1259'COY, AT THE RESIDENCE OF MR. L.E. TATE, 175 FEET NORTH OF THE
 BU1259'NORTHWEST CORNER OF THE CONCRETE FOUNDATION OF THE HOUSE (UNDER
 BU1259'CONSTRUCTION-1950), 32 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 24
 BU1259'FEET WEST OF THE CENTER LINE OF A DRIVE TO HOUSE, 14 1/2 FEET
 BU1259'SOUTHWEST OF THE SOUTHWEST CORNER OF A CONCRETE FRAME CATTLE GUARD
 BU1259'ACROSS DRIVE, 17 FEET WEST-NORTHWEST OF A 14-INCH PECAN TREE, 1 FOOT
 BU1259'SOUTHEAST OF A FENCE LINE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN
 BU1259'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 BU1259'CONCRETE POST PROJECTING 2 INCHES.
 BU1259
 BU1259                          STATION RECOVERY (1972)
 BU1259
 BU1259'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1259'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1272 ***********************************************************************
 CM1272  DESIGNATION -  E 33
 CM1272  PID         -  CM1272
 CM1272  STATE/COUNTY-  AL/TALLAPOOSA
 CM1272  USGS QUAD   -  CARRVILLE (1981)
 CM1272
 CM1272                         *CURRENT SURVEY CONTROL
 CM1272  ___________________________________________________________________
 CM1272* NAD 83(1986)-  32 36 07.     (N)    085 48 18.     (W)     SCALED    
 CM1272* NAVD 88     -       191.583  (meters)     628.55   (feet)  ADJUSTED  
 CM1272  ___________________________________________________________________
 CM1272  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CM1272  DYNAMIC HT  -         191.357 (meters)     627.81  (feet)  COMP
 CM1272  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 CM1272
 CM1272  VERT ORDER  -  SECOND    CLASS 0
 CM1272
 CM1272.The horizontal coordinates were scaled from a topographic map and have
 CM1272.an estimated accuracy of +/- 6 seconds.
 CM1272
 CM1272.The orthometric height was determined by differential leveling
 CM1272.and adjusted by the National Geodetic Survey in June 1991..
 CM1272
 CM1272.The geoid height was determined by GEOID03.
 CM1272
 CM1272.The dynamic height is computed by dividing the NAVD 88
 CM1272.geopotential number by the normal gravity value computed on the
 CM1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1272.degrees latitude (g = 980.6199 gals.).
 CM1272
 CM1272.The modeled gravity was interpolated from observed gravity values.
 CM1272
 CM1272;                    North         East    Units  Estimated Accuracy
 CM1272;SPC AL E     -   233,050.      202,660.      MT  (+/- 180 meters Scaled)
 CM1272
 CM1272                          SUPERSEDED SURVEY CONTROL
 CM1272
 CM1272  NGVD 29 (??/??/92)  191.563  (m)          628.49   (f) ADJ UNCH    2 0
 CM1272
 CM1272.Superseded values are not recommended for survey control.
 CM1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1272.See file dsdata.txt to determine how the superseded data were derived.
 CM1272
 CM1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB121077(NAD 83)
 CM1272_MARKER: DB = BENCH MARK DISK
 CM1272_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1272_SP_SET: BUILDING
 CM1272_STAMPING: E 33 1934
 CM1272_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1272
 CM1272  HISTORY     - Date     Condition        Report By
 CM1272  HISTORY     - 1934     MONUMENTED       CGS
 CM1272
 CM1272                          STATION DESCRIPTION
 CM1272
 CM1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1272'IN REELTOWN.
 CM1272'ALONG STATE HIGHWAY NO. 49, ON THE NORTH WALL OF THE REELTOWN
 CM1272'HIGH SCHOOL BUILDING.  29 INCHES EAST OF NORTHWEST CORNER OF
 CM1272'BUILDING.  54 INCHES ABOVE LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1211 ***********************************************************************
 BU1211  DESIGNATION -  E 330
 BU1211  PID         -  BU1211
 BU1211  STATE/COUNTY-  AL/MONROE
 BU1211  USGS QUAD   -  VREDENBURGH (1986)
 BU1211
 BU1211                         *CURRENT SURVEY CONTROL
 BU1211  ___________________________________________________________________
 BU1211* NAD 83(1986)-  31 49 13.     (N)    087 19 59.     (W)     SCALED    
 BU1211* NAVD 88     -        47.710  (meters)     156.53   (feet)  ADJUSTED  
 BU1211  ___________________________________________________________________
 BU1211  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BU1211  DYNAMIC HT  -          47.653 (meters)     156.34  (feet)  COMP
 BU1211  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 BU1211
 BU1211  VERT ORDER  -  SECOND    CLASS 0
 BU1211
 BU1211.The horizontal coordinates were scaled from a topographic map and have
 BU1211.an estimated accuracy of +/- 6 seconds.
 BU1211
 BU1211.The orthometric height was determined by differential leveling
 BU1211.and adjusted by the National Geodetic Survey in June 1991..
 BU1211
 BU1211.The geoid height was determined by GEOID03.
 BU1211
 BU1211.The dynamic height is computed by dividing the NAVD 88
 BU1211.geopotential number by the normal gravity value computed on the
 BU1211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1211.degrees latitude (g = 980.6199 gals.).
 BU1211
 BU1211.The modeled gravity was interpolated from observed gravity values.
 BU1211
 BU1211;                    North         East    Units  Estimated Accuracy
 BU1211;SPC AL W     -   201,810.      615,810.      MT  (+/- 180 meters Scaled)
 BU1211
 BU1211                          SUPERSEDED SURVEY CONTROL
 BU1211
 BU1211  NGVD 29 (??/??/92)   47.690  (m)          156.46   (f) ADJ UNCH    2 0
 BU1211
 BU1211.Superseded values are not recommended for survey control.
 BU1211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1211.See file dsdata.txt to determine how the superseded data were derived.
 BU1211
 BU1211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA684205(NAD 83)
 BU1211_MARKER: DB = BENCH MARK DISK
 BU1211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1211_STAMPING: E 330 1950
 BU1211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1211+STABILITY: SURFACE MOTION
 BU1211
 BU1211  HISTORY     - Date     Condition        Report By
 BU1211  HISTORY     - 1950     MONUMENTED       CGS
 BU1211  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1211
 BU1211                          STATION DESCRIPTION
 BU1211
 BU1211'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1211'2.85 MI E FROM HYBART.
 BU1211'ABOUT 2.85 MILES EAST ALONG A GRAVEL ROAD FROM THE ST. LOUIS- SAN
 BU1211'FRANCISCO RAILWAY STATION AT HYBART, AT A CROSS ROAD LEADING NORTHEAST
 BU1211'TO VREDENBURGH, 101 FEET EAST OF THE CENTER OF THE INTERSECTION, 74
 BU1211'FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD NORTHEAST, 35 FEET
 BU1211'NORTHEAST OF THE CENTER LINE OF THE ROAD SOUTHWEST, 38 FEET SOUTHEAST
 BU1211'OF THE SOUTHEAST LINE OF R/W STAKES FOR PROPOSED NEW ROAD, 29 FEET
 BU1211'EAST OF A POWER POLE, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS
 BU1211'POST, ABOUT 2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 BU1211'POST PROJECTING 3 INCHES.
 BU1211
 BU1211                          STATION RECOVERY (1973)
 BU1211
 BU1211'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1211'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1483 ***********************************************************************
 CN1483  DESIGNATION -  E 331
 CN1483  PID         -  CN1483
 CN1483  STATE/COUNTY-  AL/CHILTON
 CN1483  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1483
 CN1483                         *CURRENT SURVEY CONTROL
 CN1483  ___________________________________________________________________
 CN1483* NAD 83(1986)-  32 48 38.     (N)    086 55 41.     (W)     SCALED    
 CN1483* NAVD 88     -       172.186  (meters)     564.91   (feet)  ADJUSTED  
 CN1483  ___________________________________________________________________
 CN1483  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CN1483  DYNAMIC HT  -         171.990 (meters)     564.27  (feet)  COMP
 CN1483  MODELED GRAV-     979,491.8   (mgal)                       NAVD 88
 CN1483
 CN1483  VERT ORDER  -  SECOND    CLASS 0
 CN1483
 CN1483.The horizontal coordinates were scaled from a topographic map and have
 CN1483.an estimated accuracy of +/- 6 seconds.
 CN1483
 CN1483.The orthometric height was determined by differential leveling
 CN1483.and adjusted by the National Geodetic Survey in June 1991..
 CN1483
 CN1483.The geoid height was determined by GEOID03.
 CN1483
 CN1483.The dynamic height is computed by dividing the NAVD 88
 CN1483.geopotential number by the normal gravity value computed on the
 CN1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1483.degrees latitude (g = 980.6199 gals.).
 CN1483
 CN1483.The modeled gravity was interpolated from observed gravity values.
 CN1483
 CN1483;                    North         East    Units  Estimated Accuracy
 CN1483;SPC AL W     -   311,750.      653,560.      MT  (+/- 180 meters Scaled)
 CN1483
 CN1483                          SUPERSEDED SURVEY CONTROL
 CN1483
 CN1483  NGVD 29 (??/??/92)  172.157  (m)          564.82   (f) ADJ UNCH    2 0
 CN1483
 CN1483.Superseded values are not recommended for survey control.
 CN1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1483.See file dsdata.txt to determine how the superseded data were derived.
 CN1483
 CN1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB067302(NAD 83)
 CN1483_MARKER: DB = BENCH MARK DISK
 CN1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1483_SP_SET: CULVERT
 CN1483_STAMPING: E 331 1950
 CN1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1483
 CN1483  HISTORY     - Date     Condition        Report By
 CN1483  HISTORY     - 1950     MONUMENTED       CGS
 CN1483
 CN1483                          STATION DESCRIPTION
 CN1483
 CN1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1483'4.3 MI NW FROM MAPLESVILLE.
 CN1483'ABOUT 4.3 MILES NORTHWEST ALONG U.S. HIGHWAY 82 FROM THE INTERSECTION
 CN1483'OF STATE HIGHWAY 22 AND THE SOUTHERN RAILWAY JUST SOUTH OF
 CN1483'MAPLESVILLE, ABOUT 0.1 MILE NORTHWEST OF A DIM CROSSROAD, ABOUT 0.45
 CN1483'MILE SOUTHEAST OF THE JUNCTION OF A ROAD WEST TO PLEASANT GROVE CHURCH
 CN1483'AND CEMETERY, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 CN1483'HEAD WALL OF A 4-FOOT CONCRETE CULVERT SERVING AS A CATTLE PASS, 29
 CN1483'FEET NORTHEAST OF AND ABOUT 3 1/2 FEET BELOW THE CENTER LINE OF THE
 CN1483'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1750 ***********************************************************************
 CN1750  DESIGNATION -  E 332
 CN1750  PID         -  CN1750
 CN1750  STATE/COUNTY-  AL/PERRY
 CN1750  USGS QUAD   -  OAKMULGEE (1983)
 CN1750
 CN1750                         *CURRENT SURVEY CONTROL
 CN1750  ___________________________________________________________________
 CN1750* NAD 83(1986)-  32 47 18.     (N)    087 02 18.     (W)     SCALED    
 CN1750* NAVD 88     -        98.073  (meters)     321.76   (feet)  ADJUSTED  
 CN1750  ___________________________________________________________________
 CN1750  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN1750  DYNAMIC HT  -          97.960 (meters)     321.39  (feet)  COMP
 CN1750  MODELED GRAV-     979,486.6   (mgal)                       NAVD 88
 CN1750
 CN1750  VERT ORDER  -  SECOND    CLASS 0
 CN1750
 CN1750.The horizontal coordinates were scaled from a topographic map and have
 CN1750.an estimated accuracy of +/- 6 seconds.
 CN1750
 CN1750.The orthometric height was determined by differential leveling
 CN1750.and adjusted by the National Geodetic Survey in June 1991..
 CN1750
 CN1750.The geoid height was determined by GEOID03.
 CN1750
 CN1750.The dynamic height is computed by dividing the NAVD 88
 CN1750.geopotential number by the normal gravity value computed on the
 CN1750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1750.degrees latitude (g = 980.6199 gals.).
 CN1750
 CN1750.The modeled gravity was interpolated from observed gravity values.
 CN1750
 CN1750;                    North         East    Units  Estimated Accuracy
 CN1750;SPC AL W     -   309,230.      643,240.      MT  (+/- 180 meters Scaled)
 CN1750
 CN1750                          SUPERSEDED SURVEY CONTROL
 CN1750
 CN1750  NGVD 29 (??/??/92)   98.042  (m)          321.66   (f) ADJ UNCH    2 0
 CN1750
 CN1750.Superseded values are not recommended for survey control.
 CN1750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1750.See file dsdata.txt to determine how the superseded data were derived.
 CN1750
 CN1750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB964278(NAD 83)
 CN1750_MARKER: DB = BENCH MARK DISK
 CN1750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1750_STAMPING: E 332 1950
 CN1750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1750+STABILITY: SURFACE MOTION
 CN1750
 CN1750  HISTORY     - Date     Condition        Report By
 CN1750  HISTORY     - 1950     MONUMENTED       CGS
 CN1750
 CN1750                          STATION DESCRIPTION
 CN1750
 CN1750'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1750'17.95 MI SE FROM CENTREVILLE.
 CN1750'ABOUT 6.8 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 CN1750'FROM THE STATION AT CENTREVILLE, THENCE ABOUT 11.15 MILES SOUTH ALONG
 CN1750'GRAVEL ROADS, ABOUT 0.2 MILE SOUTHEAST OF A WOODEN BRIDGE OVER
 CN1750'OAKMULGEE CREEK, AT THE JUNCTION OF A TRAIL LEADING NORTHEAST AND AT
 CN1750'THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS EXTENDING NORTHWEST
 CN1750'AND SOUTH, 55 FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 13 FEET
 CN1750'SOUTHEAST OF THE CENTER LINE OF THE TRAIL, 9.5 FEET NORTHWEST OF A
 CN1750'14-INCH PINE TREE, 93 FEET SOUTHEAST OF A POWER POLE AT DIRECTIONAL
 CN1750'CHANGE IN POWER LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CN1750'ABOUT 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1750'PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 1.45 MILES WEST ALONG THE
 CN1750'SPROTT-MAPLESVILLE ROAD FROM THE FRIENDSHIP CHURCH THENCE ABOUT 0.65
 CN1750'MILES SOUTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1705 ***********************************************************************
 CN1705  DESIGNATION -  E 333
 CN1705  PID         -  CN1705
 CN1705  STATE/COUNTY-  AL/BIBB
 CN1705  USGS QUAD   -  CENTREVILLE EAST (1983)
 CN1705
 CN1705                         *CURRENT SURVEY CONTROL
 CN1705  ___________________________________________________________________
 CN1705* NAD 83(1986)-  32 52 38.     (N)    087 06 07.     (W)     SCALED    
 CN1705* NAVD 88     -       131.201  (meters)     430.45   (feet)  ADJUSTED  
 CN1705  ___________________________________________________________________
 CN1705  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CN1705  DYNAMIC HT  -         131.053 (meters)     429.96  (feet)  COMP
 CN1705  MODELED GRAV-     979,511.7   (mgal)                       NAVD 88
 CN1705
 CN1705  VERT ORDER  -  SECOND    CLASS 0
 CN1705
 CN1705.The horizontal coordinates were scaled from a topographic map and have
 CN1705.an estimated accuracy of +/- 6 seconds.
 CN1705
 CN1705.The orthometric height was determined by differential leveling
 CN1705.and adjusted by the National Geodetic Survey in June 1991..
 CN1705
 CN1705.The geoid height was determined by GEOID03.
 CN1705
 CN1705.The dynamic height is computed by dividing the NAVD 88
 CN1705.geopotential number by the normal gravity value computed on the
 CN1705.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1705.degrees latitude (g = 980.6199 gals.).
 CN1705
 CN1705.The modeled gravity was interpolated from observed gravity values.
 CN1705
 CN1705;                    North         East    Units  Estimated Accuracy
 CN1705;SPC AL W     -   319,070.      637,250.      MT  (+/- 180 meters Scaled)
 CN1705
 CN1705                          SUPERSEDED SURVEY CONTROL
 CN1705
 CN1705  NGVD 29 (??/??/92)  131.175  (m)          430.36   (f) ADJ UNCH    2 0
 CN1705
 CN1705.Superseded values are not recommended for survey control.
 CN1705.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1705.See file dsdata.txt to determine how the superseded data were derived.
 CN1705
 CN1705_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB904376(NAD 83)
 CN1705_MARKER: DB = BENCH MARK DISK
 CN1705_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1705_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1705_STAMPING: E 333 1950
 CN1705_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1705+STABILITY: SURFACE MOTION
 CN1705
 CN1705  HISTORY     - Date     Condition        Report By
 CN1705  HISTORY     - 1950     MONUMENTED       CGS
 CN1705  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN1705
 CN1705                          STATION DESCRIPTION
 CN1705
 CN1705'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1705'6.0 MI S FROM CENTREVILLE.
 CN1705'ABOUT 3.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 CN1705'CENTREVILLE, THENCE ABOUT 2.1 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL
 CN1705'ROAD LEADING TO CAFFEE BRICK SCHOOL VIA BETHLEHEM CHURCH AND CEMETERY,
 CN1705'ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A DIM ROAD LEADING SOUTHEAST,
 CN1705'49 FEET EAST OF THE CENTER LINE OF THE ROAD, 39 FEET NORTH OF THE
 CN1705'CENTER OF A TRAIL LEADING EAST, 2 FEET SOUTHWEST OF A WHITE WOODEN
 CN1705'WITNESS POST, ABOUT 4 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 CN1705'CONCRETE POST PROJECTING 3 INCHES.
 CN1705
 CN1705                          STATION RECOVERY (1975)
 CN1705
 CN1705'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN1705'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1635 ***********************************************************************
 CN1635  DESIGNATION -  E 334
 CN1635  PID         -  CN1635
 CN1635  STATE/COUNTY-  AL/PERRY
 CN1635  USGS QUAD   -  SCOTT STATION (1979)
 CN1635
 CN1635                         *CURRENT SURVEY CONTROL
 CN1635  ___________________________________________________________________
 CN1635* NAD 83(1986)-  32 35 24.     (N)    087 26 27.     (W)     SCALED    
 CN1635* NAVD 88     -        78.579  (meters)     257.80   (feet)  ADJUSTED  
 CN1635  ___________________________________________________________________
 CN1635  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CN1635  DYNAMIC HT  -          78.488 (meters)     257.51  (feet)  COMP
 CN1635  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 CN1635
 CN1635  VERT ORDER  -  SECOND    CLASS 0
 CN1635
 CN1635.The horizontal coordinates were scaled from a topographic map and have
 CN1635.an estimated accuracy of +/- 6 seconds.
 CN1635
 CN1635.The orthometric height was determined by differential leveling
 CN1635.and adjusted by the National Geodetic Survey in June 1991..
 CN1635
 CN1635.The geoid height was determined by GEOID03.
 CN1635
 CN1635.The dynamic height is computed by dividing the NAVD 88
 CN1635.geopotential number by the normal gravity value computed on the
 CN1635.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1635.degrees latitude (g = 980.6199 gals.).
 CN1635
 CN1635.The modeled gravity was interpolated from observed gravity values.
 CN1635
 CN1635;                    North         East    Units  Estimated Accuracy
 CN1635;SPC AL W     -   287,150.      605,550.      MT  (+/- 180 meters Scaled)
 CN1635
 CN1635                          SUPERSEDED SURVEY CONTROL
 CN1635
 CN1635  NGVD 29 (??/??/92)   78.533  (m)          257.65   (f) ADJ UNCH    2 0
 CN1635
 CN1635.Superseded values are not recommended for survey control.
 CN1635.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1635.See file dsdata.txt to determine how the superseded data were derived.
 CN1635
 CN1635_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB586059(NAD 83)
 CN1635_MARKER: DB = BENCH MARK DISK
 CN1635_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1635_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1635_STAMPING: E 334 1950
 CN1635_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1635+STABILITY: SURFACE MOTION
 CN1635
 CN1635  HISTORY     - Date     Condition        Report By
 CN1635  HISTORY     - 1950     MONUMENTED       CGS
 CN1635  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN1635
 CN1635                          STATION DESCRIPTION
 CN1635
 CN1635'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1635'1.15 MI S FROM SCOTT STATION.
 CN1635'ABOUT 1.15 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 CN1635'SOUTHERN RAILWAY AT SCOTT STATION, ABOUT 0.35 MILE SOUTH OF THE
 CN1635'JUNCTION OF A GRAVEL ROAD LEADING WEST, AT GREENLEAF CHURCH, 108.5
 CN1635'FEET EAST OF THE CENTER LINE OF THE GRAVEL ROAD, 64.5 FEET SOUTHWEST
 CN1635'OF THE SOUTHWEST CORNER OF THE WOODEN    OF THE WOODEN CHURCH
 CN1635'BUILDING, 78 FEET EAST-SOUTHEAST OF THE SOUTH END OF A PIPE CULVERT
 CN1635'UNDER DRIVE TO CHURCH, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 CN1635'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1635'PROJECTING 5 INCHES.  NOTE-- A NEW CHURCH HAS BEEN CONSTRUCTED AT THIS
 CN1635'SITE AND THE MARK MAY BE COVERED BY A PARKING LOT.
 CN1635
 CN1635                          STATION RECOVERY (1975)
 CN1635
 CN1635'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN1635'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1895 ***********************************************************************
 CN1895  DESIGNATION -  E 335
 CN1895  PID         -  CN1895
 CN1895  STATE/COUNTY-  AL/PERRY
 CN1895  USGS QUAD   -  BROWNS (1968)
 CN1895
 CN1895                         *CURRENT SURVEY CONTROL
 CN1895  ___________________________________________________________________
 CN1895* NAD 83(1986)-  32 29 24.     (N)    087 22 21.     (W)     SCALED    
 CN1895* NAVD 88     -        56.653  (meters)     185.87   (feet)  ADJUSTED  
 CN1895  ___________________________________________________________________
 CN1895  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN1895  DYNAMIC HT  -          56.587 (meters)     185.65  (feet)  COMP
 CN1895  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CN1895
 CN1895  VERT ORDER  -  SECOND    CLASS 0
 CN1895
 CN1895.The horizontal coordinates were scaled from a topographic map and have
 CN1895.an estimated accuracy of +/- 6 seconds.
 CN1895
 CN1895.The orthometric height was determined by differential leveling
 CN1895.and adjusted by the National Geodetic Survey in June 1991..
 CN1895
 CN1895.The geoid height was determined by GEOID03.
 CN1895
 CN1895.The dynamic height is computed by dividing the NAVD 88
 CN1895.geopotential number by the normal gravity value computed on the
 CN1895.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1895.degrees latitude (g = 980.6199 gals.).
 CN1895
 CN1895.The modeled gravity was interpolated from observed gravity values.
 CN1895
 CN1895;                    North         East    Units  Estimated Accuracy
 CN1895;SPC AL W     -   276,060.      611,980.      MT  (+/- 180 meters Scaled)
 CN1895
 CN1895                          SUPERSEDED SURVEY CONTROL
 CN1895
 CN1895  NGVD 29 (??/??/92)   56.605  (m)          185.71   (f) ADJ UNCH    2 0
 CN1895
 CN1895.Superseded values are not recommended for survey control.
 CN1895.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1895.See file dsdata.txt to determine how the superseded data were derived.
 CN1895
 CN1895_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA650948(NAD 83)
 CN1895_MARKER: DB = BENCH MARK DISK
 CN1895_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1895_SP_SET: CULVERT
 CN1895_STAMPING: E 335 1950
 CN1895_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1895
 CN1895  HISTORY     - Date     Condition        Report By
 CN1895  HISTORY     - 1950     MONUMENTED       CGS
 CN1895
 CN1895                          STATION DESCRIPTION
 CN1895
 CN1895'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1895'3.7 MI N FROM BROWNS.
 CN1895'ABOUT 3.7 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION OF
 CN1895'U.S. HIGHWAY 80 AT BROWNS, ABOUT 0.5 MILE NORTH OF THE INTERSECTION OF
 CN1895'THE PERRY-DALLAS COUNTY LINE, ABOUT 0.5 MILE SOUTH OF AN EAST-WEST
 CN1895'CROSSROAD, SET IN THE TOP OF THE NORTH END OF THE WEST HEAD WALL OF AN
 CN1895'8-FOOT CONCRETE CULVERT WITH PARTITION, 20 FEET WEST OF THE CENTER
 CN1895'LINE OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1990 ***********************************************************************
 CN1990  DESIGNATION -  E 336
 CN1990  PID         -  CN1990
 CN1990  STATE/COUNTY-  AL/WILCOX
 CN1990  USGS QUAD   -  CAMDEN NORTH (1974)
 CN1990
 CN1990                         *CURRENT SURVEY CONTROL
 CN1990  ___________________________________________________________________
 CN1990* NAD 83(1986)-  32 06 34.     (N)    087 22 18.     (W)     SCALED    
 CN1990* NAVD 88     -        28.472  (meters)      93.41   (feet)  ADJUSTED  
 CN1990  ___________________________________________________________________
 CN1990  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CN1990  DYNAMIC HT  -          28.439 (meters)      93.30  (feet)  COMP
 CN1990  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 CN1990
 CN1990  VERT ORDER  -  SECOND    CLASS 0
 CN1990
 CN1990.The horizontal coordinates were scaled from a topographic map and have
 CN1990.an estimated accuracy of +/- 6 seconds.
 CN1990
 CN1990.The orthometric height was determined by differential leveling
 CN1990.and adjusted by the National Geodetic Survey in June 1991..
 CN1990
 CN1990.The geoid height was determined by GEOID03.
 CN1990
 CN1990.The dynamic height is computed by dividing the NAVD 88
 CN1990.geopotential number by the normal gravity value computed on the
 CN1990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1990.degrees latitude (g = 980.6199 gals.).
 CN1990
 CN1990.The modeled gravity was interpolated from observed gravity values.
 CN1990
 CN1990;                    North         East    Units  Estimated Accuracy
 CN1990;SPC AL W     -   233,870.      612,110.      MT  (+/- 180 meters Scaled)
 CN1990
 CN1990                          SUPERSEDED SURVEY CONTROL
 CN1990
 CN1990  NGVD 29 (??/??/92)   28.426  (m)           93.26   (f) ADJ UNCH    2 0
 CN1990
 CN1990.Superseded values are not recommended for survey control.
 CN1990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1990.See file dsdata.txt to determine how the superseded data were derived.
 CN1990
 CN1990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA649526(NAD 83)
 CN1990_MARKER: DB = BENCH MARK DISK
 CN1990_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1990_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1990_STAMPING: E 336 1950
 CN1990_PROJECTION: FLUSH
 CN1990_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1990+STABILITY: SURFACE MOTION
 CN1990
 CN1990  HISTORY     - Date     Condition        Report By
 CN1990  HISTORY     - 1950     MONUMENTED       CGS
 CN1990  HISTORY     - 19980126 MARK NOT FOUND   NGS
 CN1990
 CN1990                          STATION DESCRIPTION
 CN1990
 CN1990'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1990'0.75 MI NW FROM MILLERS FERRY.
 CN1990'ABOUT 0.45 MILE NORTHWEST ALONG STATE HIGHWAY 28 FROM MILLERS FERRY,
 CN1990'THENCE 0.3 MILE MORTH ALONG A GRAVEL ROAD, 295 FEET SOUTH OF THE
 CN1990'SOUTHEAST CORNER OF HENDERSON FIELD, 47 FEET WEST OF THE CENTER LINE
 CN1990'OF THE ROAD, 14 FEET SOUTH OF THE CENTER OF A FARM ROAD INTO A
 CN1990'PASTURE, 12 FEET NORTHWEST OF THE CENTER LINE OF A SECOND FARM ROAD, 3
 CN1990'FEET NORTHEAST OF A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN
 CN1990'WITNESS POST, ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD AND IN THE TOP
 CN1990'OF A CONCRETE POST PROJECTING 5 INCHES.
 CN1990
 CN1990                          STATION RECOVERY (1998)
 CN1990
 CN1990'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN1990'STATION WAS SEARCHED FOR BUT NOT FOUND THE WHOLE AREA IS PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1744 ***********************************************************************
 BU1744  DESIGNATION -  E 337
 BU1744  PID         -  BU1744
 BU1744  STATE/COUNTY-  AL/CLARKE
 BU1744  USGS QUAD   -  CHANCE (1972)
 BU1744
 BU1744                         *CURRENT SURVEY CONTROL
 BU1744  ___________________________________________________________________
 BU1744* NAD 83(1986)-  31 44 42.     (N)    087 36 31.     (W)     SCALED    
 BU1744* NAVD 88     -        88.800  (meters)     291.34   (feet)  ADJUSTED  
 BU1744  ___________________________________________________________________
 BU1744  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BU1744  DYNAMIC HT  -          88.692 (meters)     290.98  (feet)  COMP
 BU1744  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 BU1744
 BU1744  VERT ORDER  -  SECOND    CLASS 0
 BU1744
 BU1744.The horizontal coordinates were scaled from a topographic map and have
 BU1744.an estimated accuracy of +/- 6 seconds.
 BU1744
 BU1744.The orthometric height was determined by differential leveling
 BU1744.and adjusted by the National Geodetic Survey in June 1991..
 BU1744
 BU1744.The geoid height was determined by GEOID03.
 BU1744
 BU1744.The dynamic height is computed by dividing the NAVD 88
 BU1744.geopotential number by the normal gravity value computed on the
 BU1744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1744.degrees latitude (g = 980.6199 gals.).
 BU1744
 BU1744.The modeled gravity was interpolated from observed gravity values.
 BU1744
 BU1744;                    North         East    Units  Estimated Accuracy
 BU1744;SPC AL W     -   193,460.      589,710.      MT  (+/- 180 meters Scaled)
 BU1744
 BU1744                          SUPERSEDED SURVEY CONTROL
 BU1744
 BU1744  NGVD 29 (??/??/92)   88.763  (m)          291.22   (f) ADJ UNCH    2 0
 BU1744
 BU1744.Superseded values are not recommended for survey control.
 BU1744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1744.See file dsdata.txt to determine how the superseded data were derived.
 BU1744
 BU1744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA423123(NAD 83)
 BU1744_MARKER: DB = BENCH MARK DISK
 BU1744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1744_STAMPING: E 337 1950
 BU1744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1744+STABILITY: SURFACE MOTION
 BU1744
 BU1744  HISTORY     - Date     Condition        Report By
 BU1744  HISTORY     - 1950     MONUMENTED       CGS
 BU1744
 BU1744                          STATION DESCRIPTION
 BU1744
 BU1744'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1744'5.9 MI W FROM CHANCE.
 BU1744'5.9 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT CHANCE,
 BU1744'ABOUT 0.5 MILE EAST OF THE JUNCTION OF A GRAVEL ROAD SOUTH AND
 BU1744'DOWNHILL, ABOUT 0.25 MILE EAST OF THE JUNCTION OF A ROAD SOUTHEAST,
 BU1744'ABOUT 0.6 MILE WEST OF A WOODEN BRIDGE OVER SILVER CREEK, AT THE
 BU1744'BOTTOM OF GRADES, 33 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 97
 BU1744'FEET WEST OF THE CENTER OF THE JUNCTION OF A WOODS TRAIL LEADING EAST,
 BU1744'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 BU1744'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1008 ***********************************************************************
 BU1008  DESIGNATION -  E 338
 BU1008  PID         -  BU1008
 BU1008  STATE/COUNTY-  AL/MONROE
 BU1008  USGS QUAD   -  FRANKLIN (1981)
 BU1008
 BU1008                         *CURRENT SURVEY CONTROL
 BU1008  ___________________________________________________________________
 BU1008* NAD 83(1986)-  31 44 45.     (N)    087 28 20.     (W)     SCALED    
 BU1008* NAVD 88     -        25.561  (meters)      83.86   (feet)  ADJUSTED  
 BU1008  ___________________________________________________________________
 BU1008  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1008  DYNAMIC HT  -          25.530 (meters)      83.76  (feet)  COMP
 BU1008  MODELED GRAV-     979,437.8   (mgal)                       NAVD 88
 BU1008
 BU1008  VERT ORDER  -  SECOND    CLASS 0
 BU1008
 BU1008.The horizontal coordinates were scaled from a topographic map and have
 BU1008.an estimated accuracy of +/- 6 seconds.
 BU1008
 BU1008.The orthometric height was determined by differential leveling
 BU1008.and adjusted by the National Geodetic Survey in June 1991..
 BU1008
 BU1008.The geoid height was determined by GEOID03.
 BU1008
 BU1008.The dynamic height is computed by dividing the NAVD 88
 BU1008.geopotential number by the normal gravity value computed on the
 BU1008.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1008.degrees latitude (g = 980.6199 gals.).
 BU1008
 BU1008.The modeled gravity was interpolated from observed gravity values.
 BU1008
 BU1008;                    North         East    Units  Estimated Accuracy
 BU1008;SPC AL W     -   193,540.      602,630.      MT  (+/- 180 meters Scaled)
 BU1008
 BU1008                          SUPERSEDED SURVEY CONTROL
 BU1008
 BU1008  NGVD 29 (??/??/92)   25.529  (m)           83.76   (f) ADJ UNCH    2 0
 BU1008
 BU1008.Superseded values are not recommended for survey control.
 BU1008.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1008.See file dsdata.txt to determine how the superseded data were derived.
 BU1008
 BU1008_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA552123(NAD 83)
 BU1008_MARKER: DB = BENCH MARK DISK
 BU1008_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1008_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1008_STAMPING: E 338 1950
 BU1008_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1008+STABILITY: SURFACE MOTION
 BU1008
 BU1008  HISTORY     - Date     Condition        Report By
 BU1008  HISTORY     - 1950     MONUMENTED       CGS
 BU1008
 BU1008                          STATION DESCRIPTION
 BU1008
 BU1008'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1008'8.6 MI SE FROM LOWER PEACH TREE.
 BU1008'ABOUT 2.7 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD LEADING TO
 BU1008'CHANCE FROM THE POST OFFICE AT LOWER PEACH TREE, THENCE ABOUT 5.9
 BU1008'MILES SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 1.15 MILES SOUTHEAST OF
 BU1008'JONES CHAPEL CHURCH, ABOUT 1.35 MILES NORTHWEST OF THE NORTHWEST BANK
 BU1008'OF THE ALABAMA RIVER AT ABANDONED DAVIS FERRY LANDING, AT MILES CHAPEL
 BU1008'CHURCH, ABOUT 0.3 MILE NORTHWEST OF THE JUNCTION OF A DIM ROAD WEST,
 BU1008'80 FEET WEST OF THE CENTER LINE OF THE ROAD, 15.8 FEET SOUTH OF THE
 BU1008'SOUTHEAST CORNER OF THE WOODEN CHURCH BUILDING, IN LINE WITH THE EAST
 BU1008'FACE OF THE BUILDING, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 BU1008'ABOUT 2 FEET BELOW THE GRAVEL ROAD AND SET IN THE TOP OF A CONCRETE
 BU1008'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1716 ***********************************************************************
 BU1716  DESIGNATION -  E 339
 BU1716  PID         -  BU1716
 BU1716  STATE/COUNTY-  AL/CLARKE
 BU1716  USGS QUAD   -  WHATLEY (1972)
 BU1716
 BU1716                         *CURRENT SURVEY CONTROL
 BU1716  ___________________________________________________________________
 BU1716* NAD 83(1986)-  31 44 44.     (N)    087 38 08.     (W)     SCALED    
 BU1716* NAVD 88     -       143.866  (meters)     472.00   (feet)  ADJUSTED  
 BU1716  ___________________________________________________________________
 BU1716  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BU1716  DYNAMIC HT  -         143.691 (meters)     471.43  (feet)  COMP
 BU1716  MODELED GRAV-     979,418.3   (mgal)                       NAVD 88
 BU1716
 BU1716  VERT ORDER  -  SECOND    CLASS 0
 BU1716
 BU1716.The horizontal coordinates were scaled from a topographic map and have
 BU1716.an estimated accuracy of +/- 6 seconds.
 BU1716
 BU1716.The orthometric height was determined by differential leveling
 BU1716.and adjusted by the National Geodetic Survey in June 1991..
 BU1716
 BU1716.The geoid height was determined by GEOID03.
 BU1716
 BU1716.The dynamic height is computed by dividing the NAVD 88
 BU1716.geopotential number by the normal gravity value computed on the
 BU1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1716.degrees latitude (g = 980.6199 gals.).
 BU1716
 BU1716.The modeled gravity was interpolated from observed gravity values.
 BU1716
 BU1716;                    North         East    Units  Estimated Accuracy
 BU1716;SPC AL W     -   193,520.      587,160.      MT  (+/- 180 meters Scaled)
 BU1716
 BU1716                          SUPERSEDED SURVEY CONTROL
 BU1716
 BU1716  NGVD 29 (??/??/92)  143.832  (m)          471.89   (f) ADJ UNCH    2 0
 BU1716
 BU1716.Superseded values are not recommended for survey control.
 BU1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1716.See file dsdata.txt to determine how the superseded data were derived.
 BU1716
 BU1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA398124(NAD 83)
 BU1716_MARKER: DB = BENCH MARK DISK
 BU1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1716_STAMPING: E 339 1950
 BU1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1716+STABILITY: SURFACE MOTION
 BU1716
 BU1716  HISTORY     - Date     Condition        Report By
 BU1716  HISTORY     - 1950     MONUMENTED       CGS
 BU1716
 BU1716                          STATION DESCRIPTION
 BU1716
 BU1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1716'3.7 MI S FROM NETTLEBORO.
 BU1716'3.7 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH SCHOOL AT
 BU1716'NETTLEBORO, IN THE Y OF THE JUNCTION OF A ROAD LEADING EAST, 134 FEET
 BU1716'SOUTH OF THE CENTER LINE OF THE ROAD EAST, 43 FEET NORTHEAST OF THE
 BU1716'CENTER LINE OF THE MAIN ROAD, 19.5 FEET NORTHEAST OF A POWER POLE, 119
 BU1716'FEET SOUTH OF THE SOUTH END OF A 24-INCH PIPE CULVERT UNDER ROAD EAST,
 BU1716'2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, 1/2 FOOT BELOW THE
 BU1716'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1764 ***********************************************************************
 BU1764  DESIGNATION -  E 340
 BU1764  PID         -  BU1764
 BU1764  STATE/COUNTY-  AL/CLARKE
 BU1764  USGS QUAD   -  CHANCE (1972)
 BU1764
 BU1764                         *CURRENT SURVEY CONTROL
 BU1764  ___________________________________________________________________
 BU1764* NAD 83(1986)-  31 40 50.     (N)    087 37 24.     (W)     SCALED    
 BU1764* NAVD 88     -       113.905  (meters)     373.70   (feet)  ADJUSTED  
 BU1764  ___________________________________________________________________
 BU1764  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BU1764  DYNAMIC HT  -         113.766 (meters)     373.25  (feet)  COMP
 BU1764  MODELED GRAV-     979,416.7   (mgal)                       NAVD 88
 BU1764
 BU1764  VERT ORDER  -  SECOND    CLASS 0
 BU1764
 BU1764.The horizontal coordinates were scaled from a topographic map and have
 BU1764.an estimated accuracy of +/- 6 seconds.
 BU1764
 BU1764.The orthometric height was determined by differential leveling
 BU1764.and adjusted by the National Geodetic Survey in June 1991..
 BU1764
 BU1764.The geoid height was determined by GEOID03.
 BU1764
 BU1764.The dynamic height is computed by dividing the NAVD 88
 BU1764.geopotential number by the normal gravity value computed on the
 BU1764.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1764.degrees latitude (g = 980.6199 gals.).
 BU1764
 BU1764.The modeled gravity was interpolated from observed gravity values.
 BU1764
 BU1764;                    North         East    Units  Estimated Accuracy
 BU1764;SPC AL W     -   186,310.      588,310.      MT  (+/- 180 meters Scaled)
 BU1764
 BU1764                          SUPERSEDED SURVEY CONTROL
 BU1764
 BU1764  NGVD 29 (??/??/92)  113.874  (m)          373.60   (f) ADJ UNCH    2 0
 BU1764
 BU1764.Superseded values are not recommended for survey control.
 BU1764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1764.See file dsdata.txt to determine how the superseded data were derived.
 BU1764
 BU1764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA409051(NAD 83)
 BU1764_MARKER: DB = BENCH MARK DISK
 BU1764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1764_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1764_STAMPING: E 340 1950
 BU1764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1764+STABILITY: SURFACE MOTION
 BU1764
 BU1764  HISTORY     - Date     Condition        Report By
 BU1764  HISTORY     - 1950     MONUMENTED       CGS
 BU1764  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1764
 BU1764                          STATION DESCRIPTION
 BU1764
 BU1764'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1764'8.95 MI N FROM GOSPORT.
 BU1764'3.35 MILES NORTHEAST ALONG A GRADED ROAD FROM THE METHODIST CHURCH AT
 BU1764'GOSPORT, THENCE ABOUT 5.6 MILES NORTHWEST ALONG A GRAVEL ROAD, ABOUT
 BU1764'0.8 MILE NORTHWEST OF SUNNY BASS SCHOOL FOR COLORED, ABOUT 90 YARDS
 BU1764'SOUTHEAST OF THE TOP OF A GRADE, 61 FEET NORTH OF THE CENTER LINE OF
 BU1764'THE ROAD, 44 FEET NORTH OF A 48-INCH OAK TREE GROWING NEAR THE NORTH
 BU1764'EDGE OF THE ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 7
 BU1764'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BU1764'INCHES.
 BU1764
 BU1764                          STATION RECOVERY (1972)
 BU1764
 BU1764'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1764'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1179 ***********************************************************************
 BU1179  DESIGNATION -  E 341
 BU1179  PID         -  BU1179
 BU1179  STATE/COUNTY-  AL/WILCOX
 BU1179  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1179
 BU1179                         *CURRENT SURVEY CONTROL
 BU1179  ___________________________________________________________________
 BU1179* NAD 83(1986)-  31 52 54.     (N)    087 17 48.     (W)     SCALED    
 BU1179* NAVD 88     -        98.587  (meters)     323.45   (feet)  ADJUSTED  
 BU1179  ___________________________________________________________________
 BU1179  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 BU1179  DYNAMIC HT  -          98.471 (meters)     323.07  (feet)  COMP
 BU1179  MODELED GRAV-     979,467.3   (mgal)                       NAVD 88
 BU1179
 BU1179  VERT ORDER  -  SECOND    CLASS 0
 BU1179
 BU1179.The horizontal coordinates were scaled from a topographic map and have
 BU1179.an estimated accuracy of +/- 6 seconds.
 BU1179
 BU1179.The orthometric height was determined by differential leveling
 BU1179.and adjusted by the National Geodetic Survey in June 1991..
 BU1179
 BU1179.The geoid height was determined by GEOID03.
 BU1179
 BU1179.The dynamic height is computed by dividing the NAVD 88
 BU1179.geopotential number by the normal gravity value computed on the
 BU1179.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1179.degrees latitude (g = 980.6199 gals.).
 BU1179
 BU1179.The modeled gravity was interpolated from observed gravity values.
 BU1179
 BU1179;                    North         East    Units  Estimated Accuracy
 BU1179;SPC AL W     -   208,620.      619,240.      MT  (+/- 180 meters Scaled)
 BU1179
 BU1179                          SUPERSEDED SURVEY CONTROL
 BU1179
 BU1179  NGVD 29 (??/??/92)   98.555  (m)          323.34   (f) ADJ UNCH    2 0
 BU1179
 BU1179.Superseded values are not recommended for survey control.
 BU1179.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1179.See file dsdata.txt to determine how the superseded data were derived.
 BU1179
 BU1179_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA719273(NAD 83)
 BU1179_MARKER: DB = BENCH MARK DISK
 BU1179_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1179_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1179_STAMPING: E 341 1950
 BU1179_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1179+STABILITY: SURFACE MOTION
 BU1179
 BU1179  HISTORY     - Date     Condition        Report By
 BU1179  HISTORY     - 1950     MONUMENTED       CGS
 BU1179
 BU1179                          STATION DESCRIPTION
 BU1179
 BU1179'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1179'12.15 MI NE FROM HYBART.
 BU1179'ABOUT 5.25 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 BU1179'AT HYBART, THENCE ABOUT 6.9 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 BU1179'ROAD, ABOUT 0.75 MILE EAST OF A STEEL BRIDGE OVER GRAVEL CREEK, ABOUT
 BU1179'0.35 MILE WEST OF A DIM CROSSROAD, AT THE JUNCTION OF A DIM ROAD
 BU1179'SOUTHWEST NEAR THE TOP OF A GRADE DECENDING WEST, 63 FEET SOUTH AND
 BU1179'ACROSS THE DIM ROAD FROM THE CENTER LINE OF THE ROAD, 21 FEET
 BU1179'SOUTHEAST OF THE CENTER LINE OF THE DIM ROAD, 30 1/2 FEET
 BU1179'WEST-SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH PINE TREE, 25 FEET
 BU1179'NORTHWEST OF A TRIANGULAR BLAZED 10-INCH PINE TREE, 1 1/2 FEET EAST OF
 BU1179'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 BU1179'TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE
 BU1179'REACHED FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT NEENAH
 BU1179'BY GOING ABOUT 3.85 MILES WEST ALONG A GRAVEL ROAD, THENCE ABOUT 0.2
 BU1179'MILE SOUTH ALONG THE CAMDEN-NADAWAH ROAD, THENCE ABOUT 4.65 MILES WEST
 BU1179'AND SOUTHWEST ALONG A GRAVEL ROAD LEADING TO DRY FORKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1160 ***********************************************************************
 BU1160  DESIGNATION -  E 342
 BU1160  PID         -  BU1160
 BU1160  STATE/COUNTY-  AL/WILCOX
 BU1160  USGS QUAD   -  ROSEBUD (1981)
 BU1160
 BU1160                         *CURRENT SURVEY CONTROL
 BU1160  ___________________________________________________________________
 BU1160* NAD 83(1986)-  31 56 35.     (N)    087 11 06.     (W)     SCALED    
 BU1160* NAVD 88     -        55.646  (meters)     182.57   (feet)  ADJUSTED  
 BU1160  ___________________________________________________________________
 BU1160  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BU1160  DYNAMIC HT  -          55.581 (meters)     182.35  (feet)  COMP
 BU1160  MODELED GRAV-     979,465.5   (mgal)                       NAVD 88
 BU1160
 BU1160  VERT ORDER  -  SECOND    CLASS 0
 BU1160
 BU1160.The horizontal coordinates were scaled from a topographic map and have
 BU1160.an estimated accuracy of +/- 6 seconds.
 BU1160
 BU1160.The orthometric height was determined by differential leveling
 BU1160.and adjusted by the National Geodetic Survey in June 1991..
 BU1160
 BU1160.The geoid height was determined by GEOID03.
 BU1160
 BU1160.The dynamic height is computed by dividing the NAVD 88
 BU1160.geopotential number by the normal gravity value computed on the
 BU1160.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1160.degrees latitude (g = 980.6199 gals.).
 BU1160
 BU1160.The modeled gravity was interpolated from observed gravity values.
 BU1160
 BU1160;                    North         East    Units  Estimated Accuracy
 BU1160;SPC AL W     -   215,450.      629,780.      MT  (+/- 180 meters Scaled)
 BU1160
 BU1160                          SUPERSEDED SURVEY CONTROL
 BU1160
 BU1160  NGVD 29 (??/??/92)   55.614  (m)          182.46   (f) ADJ UNCH    2 0
 BU1160
 BU1160.Superseded values are not recommended for survey control.
 BU1160.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1160.See file dsdata.txt to determine how the superseded data were derived.
 BU1160
 BU1160_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA825341(NAD 83)
 BU1160_MARKER: DB = BENCH MARK DISK
 BU1160_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1160_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1160_STAMPING: E 342 1950
 BU1160_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1160+STABILITY: SURFACE MOTION
 BU1160
 BU1160  HISTORY     - Date     Condition        Report By
 BU1160  HISTORY     - 1950     MONUMENTED       CGS
 BU1160
 BU1160                          STATION DESCRIPTION
 BU1160
 BU1160'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1160'2.4 MI N FROM NEENAH.
 BU1160'ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 BU1160'NASHVILLE RAILROAD STATION AT NEENAH, THENCE ABOUT 2.3 MILES NORTH
 BU1160'ALONG A DIRT ROAD, AT THE CROSSING OF THE L. AND N. RAILROAD, ABOUT
 BU1160'2.5 MILES SOUTHEAST OF THE RAILROAD STATION AT ESTELLE, 58 FEET EAST
 BU1160'OF THE CENTER OF THE CROSSING, 40 FEET SOUTHEAST OF THE CENTER LINE OF
 BU1160'THE ROAD, 42.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 4 1/2 FEET
 BU1160'SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 BU1160'WITNESS POST, 3 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 BU1160'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1136 ***********************************************************************
 BU1136  DESIGNATION -  E 343 RESET
 BU1136  PID         -  BU1136
 BU1136  STATE/COUNTY-  AL/WILCOX
 BU1136  USGS QUAD   -  ROSEBUD (1981)
 BU1136
 BU1136                         *CURRENT SURVEY CONTROL
 BU1136  ___________________________________________________________________
 BU1136* NAD 83(1986)-  31 59 19.     (N)    087 07 50.     (W)     SCALED    
 BU1136* NAVD 88     -        66.266  (meters)     217.41   (feet)  ADJUSTED  
 BU1136  ___________________________________________________________________
 BU1136  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BU1136  DYNAMIC HT  -          66.189 (meters)     217.16  (feet)  COMP
 BU1136  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 BU1136
 BU1136  VERT ORDER  -  SECOND    CLASS 0
 BU1136
 BU1136.The horizontal coordinates were scaled from a topographic map and have
 BU1136.an estimated accuracy of +/- 6 seconds.
 BU1136
 BU1136.The orthometric height was determined by differential leveling
 BU1136.and adjusted by the National Geodetic Survey in June 1991..
 BU1136
 BU1136.The geoid height was determined by GEOID03.
 BU1136
 BU1136.The dynamic height is computed by dividing the NAVD 88
 BU1136.geopotential number by the normal gravity value computed on the
 BU1136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1136.degrees latitude (g = 980.6199 gals.).
 BU1136
 BU1136.The modeled gravity was interpolated from observed gravity values.
 BU1136
 BU1136;                    North         East    Units  Estimated Accuracy
 BU1136;SPC AL W     -   220,520.      634,910.      MT  (+/- 180 meters Scaled)
 BU1136
 BU1136                          SUPERSEDED SURVEY CONTROL
 BU1136
 BU1136  NGVD 29 (??/??/92)   66.235  (m)          217.31   (f) ADJ UNCH    2 0
 BU1136
 BU1136.Superseded values are not recommended for survey control.
 BU1136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1136.See file dsdata.txt to determine how the superseded data were derived.
 BU1136
 BU1136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA876391(NAD 83)
 BU1136_MARKER: DB = BENCH MARK DISK
 BU1136_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1136_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1136_STAMPING: E 343 RESET 1951
 BU1136_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1136+STABILITY: SURFACE MOTION
 BU1136
 BU1136  HISTORY     - Date     Condition        Report By
 BU1136  HISTORY     - 1951     MONUMENTED       CGS
 BU1136
 BU1136                          STATION DESCRIPTION
 BU1136
 BU1136'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1136'5.1 MI E FROM ESTELLE.
 BU1136'ABOUT 1.25 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 BU1136'STATE HIGHWAY 10 AT ESTELLE, THENCE ABOUT 3.85 MILES EAST ALONG STATE
 BU1136'HIGHWAY 11, ABOUT 1.05 MILES EAST OF ST. MARYS BAPTIST CHURCH, AT THE
 BU1136'JUNCTION OF A GRAVEL ROAD SOUTH TO DARLINGTON AND A FARM ROAD NORTH,
 BU1136'59 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 259 FEET EAST OF THE
 BU1136'CENTER LINE OF THE FARM ROAD NORTH, 3 FEET NORTHEAST OF A POWER POLE,
 BU1136'77 FEET WEST OF A FENCE CORNER, 38 FEET NORTH OF THE NORTH END OF AN
 BU1136'18-INCH PIPE CULVERT UNDER HIGHWAY, 1 FOOT SOUTH OF A FENCE LINE, 2
 BU1136'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE
 BU1136'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1061 ***********************************************************************
 CN1061  DESIGNATION -  E 344
 CN1061  PID         -  CN1061
 CN1061  STATE/COUNTY-  AL/WILCOX
 CN1061  USGS QUAD   -  CARLOWVILLE (1987)
 CN1061
 CN1061                         *CURRENT SURVEY CONTROL
 CN1061  ___________________________________________________________________
 CN1061* NAD 83(1986)-  32 01 03.     (N)    087 00 22.     (W)     SCALED    
 CN1061* NAVD 88     -        58.657  (meters)     192.44   (feet)  ADJUSTED  
 CN1061  ___________________________________________________________________
 CN1061  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CN1061  DYNAMIC HT  -          58.589 (meters)     192.22  (feet)  COMP
 CN1061  MODELED GRAV-     979,480.5   (mgal)                       NAVD 88
 CN1061
 CN1061  VERT ORDER  -  SECOND    CLASS 0
 CN1061
 CN1061.The horizontal coordinates were scaled from a topographic map and have
 CN1061.an estimated accuracy of +/- 6 seconds.
 CN1061
 CN1061.The orthometric height was determined by differential leveling
 CN1061.and adjusted by the National Geodetic Survey in June 1991..
 CN1061
 CN1061.The geoid height was determined by GEOID03.
 CN1061
 CN1061.The dynamic height is computed by dividing the NAVD 88
 CN1061.geopotential number by the normal gravity value computed on the
 CN1061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1061.degrees latitude (g = 980.6199 gals.).
 CN1061
 CN1061.The modeled gravity was interpolated from observed gravity values.
 CN1061
 CN1061;                    North         East    Units  Estimated Accuracy
 CN1061;SPC AL W     -   223,770.      646,660.      MT  (+/- 180 meters Scaled)
 CN1061
 CN1061                          SUPERSEDED SURVEY CONTROL
 CN1061
 CN1061  NGVD 29 (??/??/92)   58.623  (m)          192.33   (f) ADJ UNCH    2 0
 CN1061
 CN1061.Superseded values are not recommended for survey control.
 CN1061.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1061.See file dsdata.txt to determine how the superseded data were derived.
 CN1061
 CN1061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA994423(NAD 83)
 CN1061_MARKER: DB = BENCH MARK DISK
 CN1061_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1061_SP_SET: CONCRETE FOUNDATION
 CN1061_STAMPING: E 344 1950
 CN1061_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1061
 CN1061  HISTORY     - Date     Condition        Report By
 CN1061  HISTORY     - 1950     MONUMENTED       CGS
 CN1061
 CN1061                          STATION DESCRIPTION
 CN1061
 CN1061'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1061'0.9 MI N FROM SNOW HILL.
 CN1061'ABOUT 0.9 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 CN1061'THE STATION AT SNOW HILL, AT MILE POST 691, SET IN THE TOP OF AN
 CN1061'ABANDONED CONCRETE FOUNDATION, 144 FEET WEST-SOUTHWEST AND ACROSS THE
 CN1061'TRACK FROM MILE POST 691, 89 FEET WEST-NORTHWEST OF THE NEAR RAIL, 20
 CN1061'FEET SOUTHWEST OF A TRIANGULAR BLAZED 8-INCH GUM TREE, AND ABOUT 1 1/2
 CN1061'FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2206 ***********************************************************************
 CN2206  DESIGNATION -  E 345
 CN2206  PID         -  CN2206
 CN2206  STATE/COUNTY-  AL/DALLAS
 CN2206  USGS QUAD   -  CARLOWVILLE (1987)
 CN2206
 CN2206                         *CURRENT SURVEY CONTROL
 CN2206  ___________________________________________________________________
 CN2206* NAD 83(1986)-  32 07 12.     (N)    087 03 12.     (W)     SCALED    
 CN2206* NAVD 88     -       117.830  (meters)     386.58   (feet)  ADJUSTED  
 CN2206  ___________________________________________________________________
 CN2206  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CN2206  DYNAMIC HT  -         117.696 (meters)     386.14  (feet)  COMP
 CN2206  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CN2206
 CN2206  VERT ORDER  -  SECOND    CLASS 0
 CN2206
 CN2206.The horizontal coordinates were scaled from a topographic map and have
 CN2206.an estimated accuracy of +/- 6 seconds.
 CN2206
 CN2206.The orthometric height was determined by differential leveling
 CN2206.and adjusted by the National Geodetic Survey in June 1991..
 CN2206
 CN2206.The geoid height was determined by GEOID03.
 CN2206
 CN2206.The dynamic height is computed by dividing the NAVD 88
 CN2206.geopotential number by the normal gravity value computed on the
 CN2206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2206.degrees latitude (g = 980.6199 gals.).
 CN2206
 CN2206.The modeled gravity was interpolated from observed gravity values.
 CN2206
 CN2206;                    North         East    Units  Estimated Accuracy
 CN2206;SPC AL W     -   235,120.      642,150.      MT  (+/- 180 meters Scaled)
 CN2206
 CN2206                          SUPERSEDED SURVEY CONTROL
 CN2206
 CN2206  NGVD 29 (??/??/92)  117.793  (m)          386.46   (f) ADJ UNCH    2 0
 CN2206
 CN2206.Superseded values are not recommended for survey control.
 CN2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2206.See file dsdata.txt to determine how the superseded data were derived.
 CN2206
 CN2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA949537(NAD 83)
 CN2206_MARKER: DB = BENCH MARK DISK
 CN2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2206_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2206_STAMPING: E 345 1950
 CN2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2206+STABILITY: SURFACE MOTION
 CN2206
 CN2206  HISTORY     - Date     Condition        Report By
 CN2206  HISTORY     - 1950     MONUMENTED       CGS
 CN2206
 CN2206                          STATION DESCRIPTION
 CN2206
 CN2206'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2206'2.9 MI NW FROM CARLOWVILLE.
 CN2206'ABOUT 2.9 MILES NORTHWEST ALONG STATE HIGHWAY 100 FROM THE JUNCTION OF
 CN2206'THE MINTER ROAD AT CARLOWVILLE, ABOUT 0.4 MILE NORTHWEST OF THE ROAD
 CN2206'JUNCTION AT RICHMOND, AT THE EAST CORNER OF A CULTIVATED FIELD, 194
 CN2206'FEET SOUTH OF THE CENTER OF THE JUNCTION OF THE HIGHWAY AND A DRIVE
 CN2206'EAST TO A TWO-STORY FARM HOUSE, 44 FEET SOUTHWEST OF THE CENTER LINE
 CN2206'OF THE HIGHWAY, 25 FEET SOUTHEAST OF HIGHWAY R/W MARKER POST NO.
 CN2206'58.18+89.9, 11 1/2 FEET WEST OF A TRIANGULAR BLAZED 8-INCH PINE TREE,
 CN2206'3 1/2 FEET EAST OF A FENCE CORNER, 1 1/2 FEET EAST OF A WHITE WITNESS
 CN2206'POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN2206'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1001 ***********************************************************************
 BU1001  DESIGNATION -  E 346
 BU1001  PID         -  BU1001
 BU1001  STATE/COUNTY-  AL/MONROE
 BU1001  USGS QUAD   -  MEXIA (1986)
 BU1001
 BU1001                         *CURRENT SURVEY CONTROL
 BU1001  ___________________________________________________________________
 BU1001* NAD 83(1986)-  31 31 53.     (N)    087 28 32.     (W)     SCALED    
 BU1001* NAVD 88     -       108.577  (meters)     356.22   (feet)  ADJUSTED  
 BU1001  ___________________________________________________________________
 BU1001  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BU1001  DYNAMIC HT  -         108.444 (meters)     355.79  (feet)  COMP
 BU1001  MODELED GRAV-     979,409.6   (mgal)                       NAVD 88
 BU1001
 BU1001  VERT ORDER  -  SECOND    CLASS 0
 BU1001
 BU1001.The horizontal coordinates were scaled from a topographic map and have
 BU1001.an estimated accuracy of +/- 6 seconds.
 BU1001
 BU1001.The orthometric height was determined by differential leveling
 BU1001.and adjusted by the National Geodetic Survey in June 1991..
 BU1001
 BU1001.The geoid height was determined by GEOID03.
 BU1001
 BU1001.The dynamic height is computed by dividing the NAVD 88
 BU1001.geopotential number by the normal gravity value computed on the
 BU1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1001.degrees latitude (g = 980.6199 gals.).
 BU1001
 BU1001.The modeled gravity was interpolated from observed gravity values.
 BU1001
 BU1001;                    North         East    Units  Estimated Accuracy
 BU1001;SPC AL W     -   169,770.      602,320.      MT  (+/- 180 meters Scaled)
 BU1001
 BU1001                          SUPERSEDED SURVEY CONTROL
 BU1001
 BU1001  NGVD 29 (??/??/92)  108.545  (m)          356.12   (f) ADJ UNCH    2 0
 BU1001
 BU1001.Superseded values are not recommended for survey control.
 BU1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1001.See file dsdata.txt to determine how the superseded data were derived.
 BU1001
 BU1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV548885(NAD 83)
 BU1001_MARKER: DB = BENCH MARK DISK
 BU1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1001_STAMPING: E 346 1950
 BU1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1001+STABILITY: SURFACE MOTION
 BU1001
 BU1001  HISTORY     - Date     Condition        Report By
 BU1001  HISTORY     - 1950     MONUMENTED       CGS
 BU1001
 BU1001                          STATION DESCRIPTION
 BU1001
 BU1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1001'3.35 MI NE FROM PERDUE HILL.
 BU1001'ABOUT 1.55 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE POST OFFICE AT
 BU1001'PERDUE HILL, THENCE ABOUT 1.8 MILES NORTH ALONG A PRIVATE ROAD AND OLD
 BU1001'PUBLIC ROAD LEADING TO HIXON, ABOUT 0.35 MILE NORTH OF GATE AND CATTLE
 BU1001'GUARD ACROSS ROAD, ABOUT 0.2 MILE NORTH OF A GATE ACROSS ROAD, ABOUT
 BU1001'0.15 MILE SOUTH OF A GATE ACROSS ROAD, SET ON THE TOP OF A NARROW
 BU1001'RIDGE PARALLELING ROAD, 104 FEET NORTHEAST OF THE CENTER OF THE
 BU1001'CROSSING OF A DRY CREEK BED, 42 FEET EAST OF THE CENTER LINE OF THE
 BU1001'ROAD, 14 FEET SOUTHEAST OF THE CENTER LINE OF A TRAIL, 24.5 FEET
 BU1001'NORTHEAST OF A TRIPLE TRUNK WATER OAK TREE, 3 FEET EAST OF A WHITE
 BU1001'WOODEN WITNESS POST, 6.8 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 BU1001'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0768 ***********************************************************************
 BU0768  DESIGNATION -  E 347
 BU0768  PID         -  BU0768
 BU0768  STATE/COUNTY-  AL/LOWNDES
 BU0768  USGS QUAD   -  FORT DALE (1981)
 BU0768
 BU0768                         *CURRENT SURVEY CONTROL
 BU0768  ___________________________________________________________________
 BU0768* NAD 83(1986)-  31 57 47.     (N)    086 42 30.     (W)     SCALED    
 BU0768* NAVD 88     -        95.527  (meters)     313.41   (feet)  ADJUSTED  
 BU0768  ___________________________________________________________________
 BU0768  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BU0768  DYNAMIC HT  -          95.412 (meters)     313.03  (feet)  COMP
 BU0768  MODELED GRAV-     979,440.2   (mgal)                       NAVD 88
 BU0768
 BU0768  VERT ORDER  -  SECOND    CLASS 0
 BU0768
 BU0768.The horizontal coordinates were scaled from a topographic map and have
 BU0768.an estimated accuracy of +/- 6 seconds.
 BU0768
 BU0768.The orthometric height was determined by differential leveling
 BU0768.and adjusted by the National Geodetic Survey in June 1991..
 BU0768
 BU0768.The geoid height was determined by GEOID03.
 BU0768
 BU0768.The dynamic height is computed by dividing the NAVD 88
 BU0768.geopotential number by the normal gravity value computed on the
 BU0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0768.degrees latitude (g = 980.6199 gals.).
 BU0768
 BU0768.The modeled gravity was interpolated from observed gravity values.
 BU0768
 BU0768;                    North         East    Units  Estimated Accuracy
 BU0768;SPC AL W     -   217,900.      674,830.      MT  (+/- 180 meters Scaled)
 BU0768
 BU0768                          SUPERSEDED SURVEY CONTROL
 BU0768
 BU0768  NGVD 29 (??/??/92)   95.493  (m)          313.30   (f) ADJ UNCH    2 0
 BU0768
 BU0768.Superseded values are not recommended for survey control.
 BU0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0768.See file dsdata.txt to determine how the superseded data were derived.
 BU0768
 BU0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA275363(NAD 83)
 BU0768_MARKER: DB = BENCH MARK DISK
 BU0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0768_STAMPING: E 347 1951
 BU0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0768+STABILITY: SURFACE MOTION
 BU0768
 BU0768  HISTORY     - Date     Condition        Report By
 BU0768  HISTORY     - 1951     MONUMENTED       CGS
 BU0768
 BU0768                          STATION DESCRIPTION
 BU0768
 BU0768'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0768'2.7 MI S FROM CLOVER HILL.
 BU0768'2.7 MILES SOUTH ALONG A DIRT AND GRAVEL ROAD FROM THE SCHOOL AT CLOVER
 BU0768'HILL, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF A ROAD LEADING NORTHWEST
 BU0768'TO PALMYRA, ABOUT 0.25 MILE SOUTH OF THE JUNCTION OF A ROAD NORTHEAST,
 BU0768'ABOUT 1.25 MILE NORTHEAST OF POOL SCHOOL, AT THE TOP OF A GRADE AND
 BU0768'JUNCTION OF A  PRIVATE ROAD LEADING WEST, 52 FEET WEST OF THE CENTER
 BU0768'LINE OF THE ROAD, 24 FEET NORTH OF THE CENTER LINE OF SIDE ROAD, 26
 BU0768'1/2 FEET WEST OF A FENCE LINE, 36 FEET NORTHWEST OF CENTER OF GAP IN
 BU0768'WIRE FENCE, 28 FEET WEST OF A POWER LINE AND ABOUT MIDWAY BETWEEN TWO
 BU0768'POLES, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 BU0768'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0740 ***********************************************************************
 BU0740  DESIGNATION -  E 348
 BU0740  PID         -  BU0740
 BU0740  STATE/COUNTY-  AL/BUTLER
 BU0740  USGS QUAD   -  RIDGEVILLE (1981)
 BU0740
 BU0740                         *CURRENT SURVEY CONTROL
 BU0740  ___________________________________________________________________
 BU0740* NAD 83(1986)-  31 54 07.     (N)    086 47 16.     (W)     SCALED    
 BU0740* NAVD 88     -       140.244  (meters)     460.12   (feet)  ADJUSTED  
 BU0740  ___________________________________________________________________
 BU0740  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BU0740  DYNAMIC HT  -         140.075 (meters)     459.56  (feet)  COMP
 BU0740  MODELED GRAV-     979,428.8   (mgal)                       NAVD 88
 BU0740
 BU0740  VERT ORDER  -  SECOND    CLASS 0
 BU0740
 BU0740.The horizontal coordinates were scaled from a topographic map and have
 BU0740.an estimated accuracy of +/- 6 seconds.
 BU0740
 BU0740.The orthometric height was determined by differential leveling
 BU0740.and adjusted by the National Geodetic Survey in June 1991..
 BU0740
 BU0740.The geoid height was determined by GEOID03.
 BU0740
 BU0740.The dynamic height is computed by dividing the NAVD 88
 BU0740.geopotential number by the normal gravity value computed on the
 BU0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0740.degrees latitude (g = 980.6199 gals.).
 BU0740
 BU0740.The modeled gravity was interpolated from observed gravity values.
 BU0740
 BU0740;                    North         East    Units  Estimated Accuracy
 BU0740;SPC AL W     -   211,070.      667,370.      MT  (+/- 180 meters Scaled)
 BU0740
 BU0740                          SUPERSEDED SURVEY CONTROL
 BU0740
 BU0740  NGVD 29 (??/??/92)  140.190  (m)          459.94   (f) ADJ UNCH    2 0
 BU0740
 BU0740.Superseded values are not recommended for survey control.
 BU0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0740.See file dsdata.txt to determine how the superseded data were derived.
 BU0740
 BU0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA200295(NAD 83)
 BU0740_MARKER: DB = BENCH MARK DISK
 BU0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0740_STAMPING: E 348 1951
 BU0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0740+STABILITY: SURFACE MOTION
 BU0740
 BU0740  HISTORY     - Date     Condition        Report By
 BU0740  HISTORY     - 1951     MONUMENTED       CGS
 BU0740
 BU0740                          STATION DESCRIPTION
 BU0740
 BU0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0740'IN BRAGG HILL.
 BU0740'AT BRAGG HILL, ABOUT 0.1 MILE SOUTHEAST ALONG GRADED ROAD FROM THE
 BU0740'CHURCH AND CEMETERY, ABOUT 0.85 MILE NORTHWEST OF CRENSHAWS COTTON
 BU0740'GIN, 218 1/2 FEET SOUTH AND ACROSS THE ROAD FROM SOUTH CORNER OF BRAGG
 BU0740'HILL SCHOOL, 49 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 72 FEET
 BU0740'SOUTHWEST AND ACROSS ROAD FROM A POWER POLE, 13 FEET SOUTHEAST OF THE
 BU0740'CENTER OF THE JUNCTION OF A WOODS TRAIL LEADING SOUTHWEST, 2 FEET
 BU0740'NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND
 BU0740'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0750 ***********************************************************************
 BU0750  DESIGNATION -  E 349
 BU0750  PID         -  BU0750
 BU0750  STATE/COUNTY-  AL/BUTLER
 BU0750  USGS QUAD   -  FOREST HOME (1981)
 BU0750
 BU0750                         *CURRENT SURVEY CONTROL
 BU0750  ___________________________________________________________________
 BU0750* NAD 83(1986)-  31 52 07.     (N)    086 49 20.     (W)     SCALED    
 BU0750* NAVD 88     -       137.822  (meters)     452.17   (feet)  ADJUSTED  
 BU0750  ___________________________________________________________________
 BU0750  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 BU0750  DYNAMIC HT  -         137.655 (meters)     451.62  (feet)  COMP
 BU0750  MODELED GRAV-     979,427.9   (mgal)                       NAVD 88
 BU0750
 BU0750  VERT ORDER  -  SECOND    CLASS 0
 BU0750
 BU0750.The horizontal coordinates were scaled from a topographic map and have
 BU0750.an estimated accuracy of +/- 6 seconds.
 BU0750
 BU0750.The orthometric height was determined by differential leveling
 BU0750.and adjusted by the National Geodetic Survey in June 1991..
 BU0750
 BU0750.The geoid height was determined by GEOID03.
 BU0750
 BU0750.The dynamic height is computed by dividing the NAVD 88
 BU0750.geopotential number by the normal gravity value computed on the
 BU0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0750.degrees latitude (g = 980.6199 gals.).
 BU0750
 BU0750.The modeled gravity was interpolated from observed gravity values.
 BU0750
 BU0750;                    North         East    Units  Estimated Accuracy
 BU0750;SPC AL W     -   207,360.      664,130.      MT  (+/- 180 meters Scaled)
 BU0750
 BU0750                          SUPERSEDED SURVEY CONTROL
 BU0750
 BU0750  NGVD 29 (??/??/92)  137.764  (m)          451.98   (f) ADJ UNCH    2 0
 BU0750
 BU0750.Superseded values are not recommended for survey control.
 BU0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0750.See file dsdata.txt to determine how the superseded data were derived.
 BU0750
 BU0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA168258(NAD 83)
 BU0750_MARKER: DB = BENCH MARK DISK
 BU0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0750_STAMPING: E 349 1951
 BU0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0750+STABILITY: SURFACE MOTION
 BU0750
 BU0750  HISTORY     - Date     Condition        Report By
 BU0750  HISTORY     - 1951     MONUMENTED       CGS
 BU0750
 BU0750                          STATION DESCRIPTION
 BU0750
 BU0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0750'1.2 MI NE FROM FOREST HOME.
 BU0750'1.2 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT FOREST
 BU0750'HOME, AT A DIRT CROSSROAD, 62 FEET SOUTH OF THE CENTER LINE OF THE
 BU0750'MAIN ROAD, 25 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH, 17 FEET
 BU0750'SOUTHEAST OF THE SOUTHEAST CORNER OF SMALL STORE BUILDING (BOUTWELLS
 BU0750'STORE), 16 FEET NORTH OF A 30-INCH POST OAK TREE, 2 FEET NORTH OF A
 BU0750'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 BU0750'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1161 ***********************************************************************
 DH1161  DESIGNATION -  E 35
 DH1161  PID         -  DH1161
 DH1161  STATE/COUNTY-  AL/JEFFERSON
 DH1161  USGS QUAD   -  LEEDS (1978)
 DH1161
 DH1161                         *CURRENT SURVEY CONTROL
 DH1161  ___________________________________________________________________
 DH1161* NAD 83(1986)-  33 33 49.     (N)    086 37 02.     (W)     SCALED    
 DH1161* NAVD 88     -       191.825  (meters)     629.35   (feet)  ADJUSTED  
 DH1161  ___________________________________________________________________
 DH1161  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1161  DYNAMIC HT  -         191.610 (meters)     628.64  (feet)  COMP
 DH1161  MODELED GRAV-     979,515.3   (mgal)                       NAVD 88
 DH1161
 DH1161  VERT ORDER  -  SECOND    CLASS 0
 DH1161
 DH1161.The horizontal coordinates were scaled from a topographic map and have
 DH1161.an estimated accuracy of +/- 6 seconds.
 DH1161
 DH1161.The orthometric height was determined by differential leveling
 DH1161.and adjusted by the National Geodetic Survey in June 1991..
 DH1161
 DH1161.The geoid height was determined by GEOID03.
 DH1161
 DH1161.The dynamic height is computed by dividing the NAVD 88
 DH1161.geopotential number by the normal gravity value computed on the
 DH1161.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1161.degrees latitude (g = 980.6199 gals.).
 DH1161
 DH1161.The modeled gravity was interpolated from observed gravity values.
 DH1161
 DH1161;                    North         East    Units  Estimated Accuracy
 DH1161;SPC AL W     -   395,470.      681,970.      MT  (+/- 180 meters Scaled)
 DH1161
 DH1161                          SUPERSEDED SURVEY CONTROL
 DH1161
 DH1161  NGVD 29 (??/??/92)  191.788  (m)          629.22   (f) ADJ UNCH    2 0
 DH1161
 DH1161.Superseded values are not recommended for survey control.
 DH1161.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1161.See file dsdata.txt to determine how the superseded data were derived.
 DH1161
 DH1161_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC355138(NAD 83)
 DH1161_MARKER: DB = BENCH MARK DISK
 DH1161_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1161_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1161_STAMPING: E-35--1934
 DH1161_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1161+STABILITY: SURFACE MOTION
 DH1161
 DH1161  HISTORY     - Date     Condition        Report By
 DH1161  HISTORY     - 1934     MONUMENTED       CGS
 DH1161  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH1161
 DH1161                          STATION DESCRIPTION
 DH1161
 DH1161'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH1161'IN MCCOMBS.
 DH1161'IS LOCATED AT MCCOMBS, ALONG R/W OF THE CENTRAL OF GEORGIA RAILWAY.
 DH1161'6.3 MILES EAST OF IRONDALE.  44.0 FEET WEST OF MILE POST 430.  60 FEET
 DH1161'EAST OF DEPOT AT MCCOMBS.  39 FEET EAST OF CENTERLINE OF ROAD
 DH1161'CROSSING.  13.9 FEET NORTH OF NORTH RAIL OF NORTH TRACK.  STANDARD
 DH1161'TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
 DH1161
 DH1161                          STATION RECOVERY (1958)
 DH1161
 DH1161'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH1161'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0758 ***********************************************************************
 BU0758  DESIGNATION -  E 350
 BU0758  PID         -  BU0758
 BU0758  STATE/COUNTY-  AL/BUTLER
 BU0758  USGS QUAD   -  RIDGEVILLE (1981)
 BU0758
 BU0758                         *CURRENT SURVEY CONTROL
 BU0758  ___________________________________________________________________
 BU0758* NAD 83(1986)-  31 57 33.     (N)    086 45 06.     (W)     SCALED    
 BU0758* NAVD 88     -        85.765  (meters)     281.38   (feet)  ADJUSTED  
 BU0758  ___________________________________________________________________
 BU0758  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BU0758  DYNAMIC HT  -          85.662 (meters)     281.04  (feet)  COMP
 BU0758  MODELED GRAV-     979,441.9   (mgal)                       NAVD 88
 BU0758
 BU0758  VERT ORDER  -  SECOND    CLASS 0
 BU0758
 BU0758.The horizontal coordinates were scaled from a topographic map and have
 BU0758.an estimated accuracy of +/- 6 seconds.
 BU0758
 BU0758.The orthometric height was determined by differential leveling
 BU0758.and adjusted by the National Geodetic Survey in June 1991..
 BU0758
 BU0758.The geoid height was determined by GEOID03.
 BU0758
 BU0758.The dynamic height is computed by dividing the NAVD 88
 BU0758.geopotential number by the normal gravity value computed on the
 BU0758.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0758.degrees latitude (g = 980.6199 gals.).
 BU0758
 BU0758.The modeled gravity was interpolated from observed gravity values.
 BU0758
 BU0758;                    North         East    Units  Estimated Accuracy
 BU0758;SPC AL W     -   217,440.      670,740.      MT  (+/- 180 meters Scaled)
 BU0758
 BU0758                          SUPERSEDED SURVEY CONTROL
 BU0758
 BU0758  NGVD 29 (??/??/92)   85.716  (m)          281.22   (f) ADJ UNCH    2 0
 BU0758
 BU0758.Superseded values are not recommended for survey control.
 BU0758.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0758.See file dsdata.txt to determine how the superseded data were derived.
 BU0758
 BU0758_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA234359(NAD 83)
 BU0758_MARKER: DB = BENCH MARK DISK
 BU0758_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0758_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0758_STAMPING: E 350 1951
 BU0758_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0758+STABILITY: SURFACE MOTION
 BU0758
 BU0758  HISTORY     - Date     Condition        Report By
 BU0758  HISTORY     - 1951     MONUMENTED       CGS
 BU0758  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0758
 BU0758                          STATION DESCRIPTION
 BU0758
 BU0758'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0758'10.55 MI NE FROM FOREST HOME.
 BU0758'2.15 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 BU0758'FOREST HOME, THENCE ABOUT 0.3 MILE NORTHWEST ALONG A GRAVEL ROAD,
 BU0758'THENCE ABOUT 2.8 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.3
 BU0758'MILE NORTHWEST ALONG A GRAVEL ROAD VIA CRENSHAWS COTTON GIN, THENCE
 BU0758'ABOUT 5.0 MILES NORTHEAST ALONG A DIRT ROAD, NEAR THE LOWNDES-BUTLER
 BU0758'COUNTY LINE, ABOUT 0.65 MILE NORTHEAST OF A GAP ACROSS ROAD, AT THE
 BU0758'BOTTOM OF GRADES AND JUST NORTH OF SOME ABANDONED CATTLE PENS, ABOUT
 BU0758'0.15 MILE SOUTHWEST OF A FENCE GAP AND CULVERT, ABOUT 0.3 MILE
 BU0758'SOUTHWEST OF A SMALL WOODEN BRIDGE, 44 FEET EAST OF THE CENTER LINE OF
 BU0758'THE ROAD, 21 FEET NORTH OF A 10-INCH SYCAMORE TREE, 56 FEET NORTHEAST
 BU0758'OF THE EAST END OF A 24-INCH PIPE CULVERT UNDER ROAD, 2 FEET SOUTHWEST
 BU0758'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 BU0758'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 BU0758
 BU0758                          STATION RECOVERY (1976)
 BU0758
 BU0758'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0758'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0787 ***********************************************************************
 BU0787  DESIGNATION -  E 351
 BU0787  PID         -  BU0787
 BU0787  STATE/COUNTY-  AL/WILCOX
 BU0787  USGS QUAD   -  PINE APPLE NORTH (1981)
 BU0787
 BU0787                         *CURRENT SURVEY CONTROL
 BU0787  ___________________________________________________________________
 BU0787* NAD 83(1986)-  31 59 44.     (N)    086 55 47.     (W)     SCALED    
 BU0787* NAVD 88     -        58.863  (meters)     193.12   (feet)  ADJUSTED  
 BU0787  ___________________________________________________________________
 BU0787  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BU0787  DYNAMIC HT  -          58.794 (meters)     192.89  (feet)  COMP
 BU0787  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 BU0787
 BU0787  VERT ORDER  -  SECOND    CLASS 0
 BU0787
 BU0787.The horizontal coordinates were scaled from a topographic map and have
 BU0787.an estimated accuracy of +/- 6 seconds.
 BU0787
 BU0787.The orthometric height was determined by differential leveling
 BU0787.and adjusted by the National Geodetic Survey in June 1991..
 BU0787
 BU0787.The geoid height was determined by GEOID03.
 BU0787
 BU0787.The dynamic height is computed by dividing the NAVD 88
 BU0787.geopotential number by the normal gravity value computed on the
 BU0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0787.degrees latitude (g = 980.6199 gals.).
 BU0787
 BU0787.The modeled gravity was interpolated from observed gravity values.
 BU0787
 BU0787;                    North         East    Units  Estimated Accuracy
 BU0787;SPC AL W     -   221,370.      653,890.      MT  (+/- 180 meters Scaled)
 BU0787
 BU0787                          SUPERSEDED SURVEY CONTROL
 BU0787
 BU0787  NGVD 29 (??/??/92)   58.824  (m)          192.99   (f) ADJ UNCH    2 0
 BU0787
 BU0787.Superseded values are not recommended for survey control.
 BU0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0787.See file dsdata.txt to determine how the superseded data were derived.
 BU0787
 BU0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA066399(NAD 83)
 BU0787_MARKER: DB = BENCH MARK DISK
 BU0787_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0787_SP_SET: CULVERT
 BU0787_STAMPING: E 351 1951
 BU0787_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0787
 BU0787  HISTORY     - Date     Condition        Report By
 BU0787  HISTORY     - 1951     MONUMENTED       CGS
 BU0787
 BU0787                          STATION DESCRIPTION
 BU0787
 BU0787'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0787'2.0 MI E FROM FURMAN.
 BU0787'2.0 MILES EAST ALONG STATE HIGHWAY 11 FROM THE CROSSROADS AT FURMAN,
 BU0787'ABOUT 0.75 MILE EAST OF A CHURCH, ABOUT 0.25 MILE WEST OF A CHURCH,
 BU0787'ABOUT 0.4 MILE WEST OF A SMALL SCHOOL, SET IN THE TOP OF THE EAST END
 BU0787'OF THE SOUTH HEAD WALL OF A 20-FOOT CONCRETE CULVERT WITH PARTITION,
 BU0787'15 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 0.6 FOOT WEST OF THE
 BU0787'EAST END OF THE HEAD WALL AND ABOUT 1/2 FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0729 ***********************************************************************
 BU0729  DESIGNATION -  E 352
 BU0729  PID         -  BU0729
 BU0729  STATE/COUNTY-  AL/WILCOX
 BU0729  USGS QUAD   -  RIDGEVILLE (1981)
 BU0729
 BU0729                         *CURRENT SURVEY CONTROL
 BU0729  ___________________________________________________________________
 BU0729* NAD 83(1986)-  31 59 18.     (N)    086 51 59.     (W)     SCALED    
 BU0729* NAVD 88     -        69.394  (meters)     227.67   (feet)  ADJUSTED  
 BU0729  ___________________________________________________________________
 BU0729  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BU0729  DYNAMIC HT  -          69.313 (meters)     227.40  (feet)  COMP
 BU0729  MODELED GRAV-     979,467.7   (mgal)                       NAVD 88
 BU0729
 BU0729  VERT ORDER  -  SECOND    CLASS 0
 BU0729
 BU0729.The horizontal coordinates were scaled from a topographic map and have
 BU0729.an estimated accuracy of +/- 6 seconds.
 BU0729
 BU0729.The orthometric height was determined by differential leveling
 BU0729.and adjusted by the National Geodetic Survey in June 1991..
 BU0729
 BU0729.The geoid height was determined by GEOID03.
 BU0729
 BU0729.The dynamic height is computed by dividing the NAVD 88
 BU0729.geopotential number by the normal gravity value computed on the
 BU0729.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0729.degrees latitude (g = 980.6199 gals.).
 BU0729
 BU0729.The modeled gravity was interpolated from observed gravity values.
 BU0729
 BU0729;                    North         East    Units  Estimated Accuracy
 BU0729;SPC AL W     -   220,610.      659,880.      MT  (+/- 180 meters Scaled)
 BU0729
 BU0729                          SUPERSEDED SURVEY CONTROL
 BU0729
 BU0729  NGVD 29 (??/??/92)   69.350  (m)          227.53   (f) ADJ UNCH    2 0
 BU0729
 BU0729.Superseded values are not recommended for survey control.
 BU0729.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0729.See file dsdata.txt to determine how the superseded data were derived.
 BU0729
 BU0729_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA126391(NAD 83)
 BU0729_MARKER: DB = BENCH MARK DISK
 BU0729_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0729_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0729_STAMPING: E 352 1951
 BU0729_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0729+STABILITY: SURFACE MOTION
 BU0729
 BU0729  HISTORY     - Date     Condition        Report By
 BU0729  HISTORY     - 1951     MONUMENTED       CGS
 BU0729
 BU0729                          STATION DESCRIPTION
 BU0729
 BU0729'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0729'6.7 MI SW FROM BRAGGS.
 BU0729'5.7 MILES SOUTHWEST ALONG STATE HIGHWAY 11 FROM THE BAPTIST CHURCH AT
 BU0729'BRAGGS, THENCE ABOUT 0.65 MILE SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT
 BU0729'0.35 MILE SOUTH ALONG A DIRT ROAD, 245 FEET SOUTHEAST AND ACROSS THE
 BU0729'ROAD FROM THE SOUTHEAST CORNER OF THE SOUTH ONE OF TWO SMALL FARM
 BU0729'HOUSES, 30 FEET EAST OF THE CENTER LINE OF ROAD, 85 FEET SOUTH OF A
 BU0729'14-INCH COTTONWOOD TREE IN FENCE LINE, 222 FEET NORTH OF A T FENCE
 BU0729'CORNER, 106 FEET EAST AND ACROSS ROAD FROM A 36-INCH SWEET GUM TREE, 1
 BU0729'FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS
 BU0729'POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 BU0729'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0682 ***********************************************************************
 BU0682  DESIGNATION -  E 353
 BU0682  PID         -  BU0682
 BU0682  STATE/COUNTY-  AL/MONROE
 BU0682  USGS QUAD   -  PINE APPLE SOUTH (1981)
 BU0682
 BU0682                         *CURRENT SURVEY CONTROL
 BU0682  ___________________________________________________________________
 BU0682* NAD 83(1986)-  31 48 18.     (N)    086 58 12.     (W)     SCALED    
 BU0682* NAVD 88     -       112.142  (meters)     367.92   (feet)  ADJUSTED  
 BU0682  ___________________________________________________________________
 BU0682  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BU0682  DYNAMIC HT  -         112.008 (meters)     367.48  (feet)  COMP
 BU0682  MODELED GRAV-     979,437.3   (mgal)                       NAVD 88
 BU0682
 BU0682  VERT ORDER  -  SECOND    CLASS 0
 BU0682
 BU0682.The horizontal coordinates were scaled from a topographic map and have
 BU0682.an estimated accuracy of +/- 6 seconds.
 BU0682
 BU0682.The orthometric height was determined by differential leveling
 BU0682.and adjusted by the National Geodetic Survey in June 1991..
 BU0682
 BU0682.The geoid height was determined by GEOID03.
 BU0682
 BU0682.The dynamic height is computed by dividing the NAVD 88
 BU0682.geopotential number by the normal gravity value computed on the
 BU0682.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0682.degrees latitude (g = 980.6199 gals.).
 BU0682
 BU0682.The modeled gravity was interpolated from observed gravity values.
 BU0682
 BU0682;                    North         East    Units  Estimated Accuracy
 BU0682;SPC AL W     -   200,230.      650,180.      MT  (+/- 180 meters Scaled)
 BU0682
 BU0682                          SUPERSEDED SURVEY CONTROL
 BU0682
 BU0682  NGVD 29 (??/??/92)  112.118  (m)          367.84   (f) ADJ UNCH    2 0
 BU0682
 BU0682.Superseded values are not recommended for survey control.
 BU0682.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0682.See file dsdata.txt to determine how the superseded data were derived.
 BU0682
 BU0682_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA028188(NAD 83)
 BU0682_MARKER: DB = BENCH MARK DISK
 BU0682_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0682_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0682_STAMPING: E 353 1951
 BU0682_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0682+STABILITY: SURFACE MOTION
 BU0682
 BU0682  HISTORY     - Date     Condition        Report By
 BU0682  HISTORY     - 1951     MONUMENTED       CGS
 BU0682  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0682
 BU0682                          STATION DESCRIPTION
 BU0682
 BU0682'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0682'2.75 MI SW FROM AWIN.
 BU0682'2.75 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF STATE
 BU0682'HIGHWAY 10 AT AWIN, ABOUT 0.55 MILE SOUTHWEST OF A ROAD SOUTHEAST AND
 BU0682'SMALL CEMETERY, 256 FEET NORTHEAST OF THE FIRST POWER POLE NORTHEAST
 BU0682'OF A POINT WHERE POWER LINE CROSSES THE HIGHWAY, 47 FEET SOUTHEAST OF
 BU0682'THE CENTER LINE OF THE HIGHWAY, 50 FEET SOUTHWEST OF THE CENTER LINE
 BU0682'OF A DIM ROAD SOUTHEAST, 30 FEET WEST OF A 20-INCH FORKED CEDAR TREE,
 BU0682'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET ABOVE
 BU0682'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BU0682'NOTE-- SOME BANK GRADING DONE IN VICINITY, MAY BE DESTROYED.
 BU0682
 BU0682                          STATION RECOVERY (1976)
 BU0682
 BU0682'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0682'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0610 ***********************************************************************
 BU0610  DESIGNATION -  E 354
 BU0610  PID         -  BU0610
 BU0610  STATE/COUNTY-  AL/BUTLER
 BU0610  USGS QUAD   -  FOREST HOME (1981)
 BU0610
 BU0610                         *CURRENT SURVEY CONTROL
 BU0610  ___________________________________________________________________
 BU0610* NAD 83(1986)-  31 49 55.     (N)    086 52 23.     (W)     SCALED    
 BU0610* NAVD 88     -       112.113  (meters)     367.82   (feet)  ADJUSTED  
 BU0610  ___________________________________________________________________
 BU0610  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 BU0610  DYNAMIC HT  -         111.978 (meters)     367.38  (feet)  COMP
 BU0610  MODELED GRAV-     979,433.4   (mgal)                       NAVD 88
 BU0610
 BU0610  VERT ORDER  -  SECOND    CLASS 0
 BU0610
 BU0610.The horizontal coordinates were scaled from a topographic map and have
 BU0610.an estimated accuracy of +/- 6 seconds.
 BU0610
 BU0610.The orthometric height was determined by differential leveling
 BU0610.and adjusted by the National Geodetic Survey in June 1991..
 BU0610
 BU0610.The geoid height was determined by GEOID03.
 BU0610
 BU0610.The dynamic height is computed by dividing the NAVD 88
 BU0610.geopotential number by the normal gravity value computed on the
 BU0610.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0610.degrees latitude (g = 980.6199 gals.).
 BU0610
 BU0610.The modeled gravity was interpolated from observed gravity values.
 BU0610
 BU0610;                    North         East    Units  Estimated Accuracy
 BU0610;SPC AL W     -   203,260.      659,350.      MT  (+/- 180 meters Scaled)
 BU0610
 BU0610                          SUPERSEDED SURVEY CONTROL
 BU0610
 BU0610  NGVD 29 (??/??/92)  112.089  (m)          367.75   (f) ADJ UNCH    2 0
 BU0610
 BU0610.Superseded values are not recommended for survey control.
 BU0610.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0610.See file dsdata.txt to determine how the superseded data were derived.
 BU0610
 BU0610_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA120218(NAD 83)
 BU0610_MARKER: DB = BENCH MARK DISK
 BU0610_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0610_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0610_STAMPING: E 354 1951
 BU0610_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0610+STABILITY: SURFACE MOTION
 BU0610
 BU0610  HISTORY     - Date     Condition        Report By
 BU0610  HISTORY     - 1951     MONUMENTED       CGS
 BU0610  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0610
 BU0610                          STATION DESCRIPTION
 BU0610
 BU0610'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0610'4.5 MI E FROM AWIN.
 BU0610'4.5 MILES EAST ALONG STATE HIGHWAY 10 FROM THE JUNCTION OF STATE
 BU0610'HIGHWAY 47 AT AWIN, ABOUT 1.2 MILES EAST OF PINE FLAT METHODIST CHURCH
 BU0610'AND CEMETERY, AT THE JUNCTION OF A SIDE ROAD SOUTH, 45 FEET SOUTHWEST
 BU0610'OF THE CENTER LINE OF THE HIGHWAY, 31 FEET EAST OF THE CENTER LINE OF
 BU0610'THE ROAD SOUTH, 18 1/2 FEET SOUTHEAST OF A MONUMENT TO FORT BIBB, 14
 BU0610'FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF A FENCE LINE, 2 FEET EAST
 BU0610'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY AND SET
 BU0610'IN THE TOP OF A CONCRETE POST PROJECTING  5 INCHES.
 BU0610
 BU0610                          STATION RECOVERY (1976)
 BU0610
 BU0610'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0610'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0826 ***********************************************************************
 BU0826  DESIGNATION -  E 355
 BU0826  PID         -  BU0826
 BU0826  STATE/COUNTY-  AL/MONROE
 BU0826  USGS QUAD   -  BEATRICE (1981)
 BU0826
 BU0826                         *CURRENT SURVEY CONTROL
 BU0826  ___________________________________________________________________
 BU0826* NAD 83(1986)-  31 39 35.     (N)    087 13 58.     (W)     SCALED    
 BU0826* NAVD 88     -        92.489  (meters)     303.44   (feet)  ADJUSTED  
 BU0826  ___________________________________________________________________
 BU0826  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BU0826  DYNAMIC HT  -          92.377 (meters)     303.07  (feet)  COMP
 BU0826  MODELED GRAV-     979,429.1   (mgal)                       NAVD 88
 BU0826
 BU0826  VERT ORDER  -  SECOND    CLASS 0
 BU0826
 BU0826.The horizontal coordinates were scaled from a topographic map and have
 BU0826.an estimated accuracy of +/- 6 seconds.
 BU0826
 BU0826.The orthometric height was determined by differential leveling
 BU0826.and adjusted by the National Geodetic Survey in June 1991..
 BU0826
 BU0826.The geoid height was determined by GEOID03.
 BU0826
 BU0826.The dynamic height is computed by dividing the NAVD 88
 BU0826.geopotential number by the normal gravity value computed on the
 BU0826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0826.degrees latitude (g = 980.6199 gals.).
 BU0826
 BU0826.The modeled gravity was interpolated from observed gravity values.
 BU0826
 BU0826;                    North         East    Units  Estimated Accuracy
 BU0826;SPC AL W     -   184,030.      625,340.      MT  (+/- 180 meters Scaled)
 BU0826
 BU0826                          SUPERSEDED SURVEY CONTROL
 BU0826
 BU0826  NGVD 29 (??/??/92)   92.466  (m)          303.37   (f) ADJ UNCH    2 0
 BU0826
 BU0826.Superseded values are not recommended for survey control.
 BU0826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0826.See file dsdata.txt to determine how the superseded data were derived.
 BU0826
 BU0826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA779027(NAD 83)
 BU0826_MARKER: DB = BENCH MARK DISK
 BU0826_SETTING: 66 = SET IN ROCK OUTCROP
 BU0826_SP_SET: ROCK OUTCROP
 BU0826_STAMPING: E 355 1951
 BU0826_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BU0826+STABILITY: POSITION/ELEVATION WELL
 BU0826
 BU0826  HISTORY     - Date     Condition        Report By
 BU0826  HISTORY     - 1951     MONUMENTED       CGS
 BU0826
 BU0826                          STATION DESCRIPTION
 BU0826
 BU0826'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0826'1.1 MI N FROM TUNNEL SPRINGS.
 BU0826'ABOUT 1.1 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU0826'FROM THE STATION AT TUNNEL SPRINGS, ABOUT 0.45 MILE NORTH OF STATE
 BU0826'HIGHWAY 47 OVERPASS OVER THE TRACKS, ABOUT 0.25 MILE NORTH OF MILE
 BU0826'POST 656, ABOUT 0.1 MILE NORTH OF AN OLD DIM ROAD CROSSING, SET IN THE
 BU0826'TOP OF A ROCK OUTCROP AT THE SOUTH END OF THE THIRD CUT NORTH OF MILE
 BU0826'POST 656, 42 FEET EAST OF THE EAST RAIL, 91 FEET SOUTHEAST AND ACROSS
 BU0826'TRACK FROM TELEPHONE POLE 1775, 0.3 FOOT NORTHEAST OF THE SOUTHWEST
 BU0826'EDGE OF ROCK OUTCROP AND ABOUT 6 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0645 ***********************************************************************
 BU0645  DESIGNATION -  E 356
 BU0645  PID         -  BU0645
 BU0645  STATE/COUNTY-  AL/CONECUH
 BU0645  USGS QUAD   -  BETHEL (1971)
 BU0645
 BU0645                         *CURRENT SURVEY CONTROL
 BU0645  ___________________________________________________________________
 BU0645* NAD 83(1986)-  31 42 19.     (N)    086 57 53.     (W)     SCALED    
 BU0645* NAVD 88     -       115.787  (meters)     379.88   (feet)  ADJUSTED  
 BU0645  ___________________________________________________________________
 BU0645  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BU0645  DYNAMIC HT  -         115.647 (meters)     379.42  (feet)  COMP
 BU0645  MODELED GRAV-     979,424.9   (mgal)                       NAVD 88
 BU0645
 BU0645  VERT ORDER  -  SECOND    CLASS 0
 BU0645
 BU0645.The horizontal coordinates were scaled from a topographic map and have
 BU0645.an estimated accuracy of +/- 6 seconds.
 BU0645
 BU0645.The orthometric height was determined by differential leveling
 BU0645.and adjusted by the National Geodetic Survey in June 1991..
 BU0645
 BU0645.The geoid height was determined by GEOID03.
 BU0645
 BU0645.The dynamic height is computed by dividing the NAVD 88
 BU0645.geopotential number by the normal gravity value computed on the
 BU0645.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0645.degrees latitude (g = 980.6199 gals.).
 BU0645
 BU0645.The modeled gravity was interpolated from observed gravity values.
 BU0645
 BU0645;                    North         East    Units  Estimated Accuracy
 BU0645;SPC AL W     -   189,170.      650,740.      MT  (+/- 180 meters Scaled)
 BU0645
 BU0645                          SUPERSEDED SURVEY CONTROL
 BU0645
 BU0645  NGVD 29 (??/??/92)  115.769  (m)          379.82   (f) ADJ UNCH    2 0
 BU0645
 BU0645.Superseded values are not recommended for survey control.
 BU0645.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0645.See file dsdata.txt to determine how the superseded data were derived.
 BU0645
 BU0645_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA033077(NAD 83)
 BU0645_MARKER: DB = BENCH MARK DISK
 BU0645_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0645_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0645_STAMPING: E 356 1951
 BU0645_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0645+STABILITY: SURFACE MOTION
 BU0645
 BU0645  HISTORY     - Date     Condition        Report By
 BU0645  HISTORY     - 1951     MONUMENTED       CGS
 BU0645  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0645
 BU0645                          STATION DESCRIPTION
 BU0645
 BU0645'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0645'5.55 MI SE FROM OLD TEXAS.
 BU0645'0.5 MILE EAST ALONG A GRAVEL ROAD FROM THE INTERSECTION OF STATE
 BU0645'HIGHWAY 47 AT OLD TEXAS, THENCE ABOUT 2.85 MILES SOUTHEAST ALONG A
 BU0645'GRAVEL ROAD, THENCE ABOUT 0.35 MILE NORTHEAST ALONG A ROAD FOLLOWING
 BU0645'MONROE-CONECUH COUNTY LINE, THENCE ABOUT 1.85 MILES SOUTH ALONG A
 BU0645'GRADED ROAD, AT DAUGHTINGS CROSSROAD, 56 FEET WEST OF THE CENTER LINE
 BU0645'OF THE ROAD NORTH, 37 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST,
 BU0645'65 FEET SOUTHEAST OF THE SOUTHEAST PORCH CORNER OF A FARM HOUSE, 3 1/2
 BU0645'FEET WEST OF A POWER POLE, 20 FEET SOUTH OF A 24-INCH OAK TREE, ABOUT
 BU0645'1 FOOT ABOVE ROAD WEST AND SET IN THE TOP OF A CONCRETE POST
 BU0645'PROJECTING 1 INCH.  NOTE-- MARK MAY BE REACHED FROM THE LOUISVILLE AND
 BU0645'NASHVILLE RAILROAD STATION AT GARLAND, BUTLER COUNTY BY GOING ABOUT
 BU0645'3.15 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DEANS STORE,
 BU0645'THENCE ABOUT 3.8 MILES WEST AND NORTHWEST ALONG A DIRT ROAD, THENCE
 BU0645'ABOUT 4.3 MILES NORTH ALONG A BLACK TOP ROAD, THENCE ABOUT 3.75 MILES
 BU0645'NORTHWEST ALONG A GRADED ROAD.
 BU0645
 BU0645                          STATION RECOVERY (1971)
 BU0645
 BU0645'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0645'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0634 ***********************************************************************
 BU0634  DESIGNATION -  E 357
 BU0634  PID         -  BU0634
 BU0634  STATE/COUNTY-  AL/CONECUH
 BU0634  USGS QUAD   -  LYEFFION (1986)
 BU0634
 BU0634                         *CURRENT SURVEY CONTROL
 BU0634  ___________________________________________________________________
 BU0634* NAD 83(1986)-  31 34 45.     (N)    086 52 50.     (W)     SCALED    
 BU0634* NAVD 88     -        67.932  (meters)     222.87   (feet)  ADJUSTED  
 BU0634  ___________________________________________________________________
 BU0634  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BU0634  DYNAMIC HT  -          67.850 (meters)     222.60  (feet)  COMP
 BU0634  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 BU0634
 BU0634  VERT ORDER  -  SECOND    CLASS 0
 BU0634
 BU0634.The horizontal coordinates were scaled from a topographic map and have
 BU0634.an estimated accuracy of +/- 6 seconds.
 BU0634
 BU0634.The orthometric height was determined by differential leveling
 BU0634.and adjusted by the National Geodetic Survey in June 1991..
 BU0634
 BU0634.The geoid height was determined by GEOID03.
 BU0634
 BU0634.The dynamic height is computed by dividing the NAVD 88
 BU0634.geopotential number by the normal gravity value computed on the
 BU0634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0634.degrees latitude (g = 980.6199 gals.).
 BU0634
 BU0634.The modeled gravity was interpolated from observed gravity values.
 BU0634
 BU0634;                    North         East    Units  Estimated Accuracy
 BU0634;SPC AL W     -   175,230.      658,800.      MT  (+/- 180 meters Scaled)
 BU0634
 BU0634                          SUPERSEDED SURVEY CONTROL
 BU0634
 BU0634  NGVD 29 (??/??/92)   67.927  (m)          222.86   (f) ADJ UNCH    2 0
 BU0634
 BU0634.Superseded values are not recommended for survey control.
 BU0634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0634.See file dsdata.txt to determine how the superseded data were derived.
 BU0634
 BU0634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV113937(NAD 83)
 BU0634_MARKER: DB = BENCH MARK DISK
 BU0634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0634_STAMPING: E 357 1951
 BU0634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0634+STABILITY: SURFACE MOTION
 BU0634
 BU0634  HISTORY     - Date     Condition        Report By
 BU0634  HISTORY     - 1951     MONUMENTED       CGS
 BU0634  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0634
 BU0634                          STATION DESCRIPTION
 BU0634
 BU0634'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0634'4.25 MI NW FROM GARLAND.
 BU0634'3.15 MILES NORTHWEST ALONG A BLACK TOP ROAD FROM THE LOUISVILLE AND
 BU0634'NASHVILLE RAILROAD STATION AT GARLAND, THENCE ABOUT 1.1 MILES WEST
 BU0634'ALONG A DIRT ROAD, ABOUT 0.4 MILE WEST OF A BRIDGE OVER DUCK CREEK AND
 BU0634'THE BUTLER-CONECUH COUNTY LINE, AT THE JUNCTION OF A WOODS ROAD SOUTH,
 BU0634'26 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 26 FEET EAST OF THE
 BU0634'CENTER LINE OF THE ROAD SOUTH, 59 FEET NORTH OF A HIGH FORKED 30-INCH
 BU0634'PINE TREE, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE
 BU0634'POST PROJECTING 4 INCHES.
 BU0634
 BU0634                          STATION RECOVERY (1971)
 BU0634
 BU0634'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1450 ***********************************************************************
 BU1450  DESIGNATION -  E 358
 BU1450  PID         -  BU1450
 BU1450  STATE/COUNTY-  AL/CONECUH
 BU1450  USGS QUAD   -  REPTON (1986)
 BU1450
 BU1450                         *CURRENT SURVEY CONTROL
 BU1450  ___________________________________________________________________
 BU1450* NAD 83(1986)-  31 29 14.     (N)    087 10 11.     (W)     SCALED    
 BU1450* NAVD 88     -        94.120  (meters)     308.79   (feet)  ADJUSTED  
 BU1450  ___________________________________________________________________
 BU1450  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU1450  DYNAMIC HT  -          94.003 (meters)     308.41  (feet)  COMP
 BU1450  MODELED GRAV-     979,400.4   (mgal)                       NAVD 88
 BU1450
 BU1450  VERT ORDER  -  SECOND    CLASS 0
 BU1450
 BU1450.The horizontal coordinates were scaled from a topographic map and have
 BU1450.an estimated accuracy of +/- 6 seconds.
 BU1450
 BU1450.The orthometric height was determined by differential leveling
 BU1450.and adjusted by the National Geodetic Survey in June 1991..
 BU1450
 BU1450.The geoid height was determined by GEOID03.
 BU1450
 BU1450.The dynamic height is computed by dividing the NAVD 88
 BU1450.geopotential number by the normal gravity value computed on the
 BU1450.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1450.degrees latitude (g = 980.6199 gals.).
 BU1450
 BU1450.The modeled gravity was interpolated from observed gravity values.
 BU1450
 BU1450;                    North         East    Units  Estimated Accuracy
 BU1450;SPC AL W     -   164,920.      631,380.      MT  (+/- 180 meters Scaled)
 BU1450
 BU1450                          SUPERSEDED SURVEY CONTROL
 BU1450
 BU1450  NGVD 29 (??/??/92)   94.107  (m)          308.75   (f) ADJ UNCH    2 0
 BU1450
 BU1450.Superseded values are not recommended for survey control.
 BU1450.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1450.See file dsdata.txt to determine how the superseded data were derived.
 BU1450
 BU1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV838836(NAD 83)
 BU1450_MARKER: DB = BENCH MARK DISK
 BU1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1450_STAMPING: E 358 1951
 BU1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1450+STABILITY: SURFACE MOTION
 BU1450
 BU1450  HISTORY     - Date     Condition        Report By
 BU1450  HISTORY     - 1951     MONUMENTED       CGS
 BU1450
 BU1450                          STATION DESCRIPTION
 BU1450
 BU1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1450'1.15 MI E FROM BERMUDA.
 BU1450'1.15 MILES EAST ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH AND
 BU1450'CEMETERY AT BERMUDA, ABOUT 0.7 MILE WEST OF THE WEST ONE OF TWO
 BU1450'CONCRETE BRIDGES OVER BURNT CORN CREEK, 94 YARDS EAST OF A SMALL
 BU1450'CONCRETE BRIDGE, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 16 FEET
 BU1450'SOUTHWEST OF A POWER POLE FROM WHICH LINE CROSSES THE ROAD TO THE
 BU1450'WEST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU1450'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1334 ***********************************************************************
 BU1334  DESIGNATION -  E 359
 BU1334  PID         -  BU1334
 BU1334  STATE/COUNTY-  AL/CONECUH
 BU1334  USGS QUAD   -  REPTON (1986)
 BU1334
 BU1334                         *CURRENT SURVEY CONTROL
 BU1334  ___________________________________________________________________
 BU1334* NAD 83(1986)-  31 24 55.     (N)    087 12 59.     (W)     SCALED    
 BU1334* NAVD 88     -        89.733  (meters)     294.40   (feet)  ADJUSTED  
 BU1334  ___________________________________________________________________
 BU1334  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BU1334  DYNAMIC HT  -          89.621 (meters)     294.03  (feet)  COMP
 BU1334  MODELED GRAV-     979,392.0   (mgal)                       NAVD 88
 BU1334
 BU1334  VERT ORDER  -  SECOND    CLASS 0
 BU1334
 BU1334.The horizontal coordinates were scaled from a topographic map and have
 BU1334.an estimated accuracy of +/- 6 seconds.
 BU1334
 BU1334.The orthometric height was determined by differential leveling
 BU1334.and adjusted by the National Geodetic Survey in June 1991..
 BU1334
 BU1334.The geoid height was determined by GEOID03.
 BU1334
 BU1334.The dynamic height is computed by dividing the NAVD 88
 BU1334.geopotential number by the normal gravity value computed on the
 BU1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1334.degrees latitude (g = 980.6199 gals.).
 BU1334
 BU1334.The modeled gravity was interpolated from observed gravity values.
 BU1334
 BU1334;                    North         East    Units  Estimated Accuracy
 BU1334;SPC AL W     -   156,930.      626,970.      MT  (+/- 180 meters Scaled)
 BU1334
 BU1334                          SUPERSEDED SURVEY CONTROL
 BU1334
 BU1334  NGVD 29 (??/??/92)   89.718  (m)          294.35   (f) ADJ UNCH    2 0
 BU1334
 BU1334.Superseded values are not recommended for survey control.
 BU1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1334.See file dsdata.txt to determine how the superseded data were derived.
 BU1334
 BU1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV794756(NAD 83)
 BU1334_MARKER: DB = BENCH MARK DISK
 BU1334_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1334_SP_SET: BANISTER
 BU1334_STAMPING: E 359 1951
 BU1334_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1334
 BU1334  HISTORY     - Date     Condition        Report By
 BU1334  HISTORY     - 1951     MONUMENTED       CGS
 BU1334
 BU1334                          STATION DESCRIPTION
 BU1334
 BU1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1334'1.05 MI E FROM REPTON.
 BU1334'1.05 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE HIGH SCHOOL AT REPTON,
 BU1334'SET IN THE TOP OF THE SOUTH END OF THE WEST ABUTMENT OF A 100-FOOT
 BU1334'CONCRETE BRIDGE OVER BUSHY CREEK, 16 FEET SOUTH OF THE CENTER LINE OF
 BU1334'THE HIGHWAY, 0.6 FOOT SOUTH OF CONCRETE BANISTER, AND ABOUT 1 FOOT
 BU1334'ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0916 ***********************************************************************
 DH0916  DESIGNATION -  E 36
 DH0916  PID         -  DH0916
 DH0916  STATE/COUNTY-  AL/SHELBY
 DH0916  USGS QUAD   -  WESTOVER (1982)
 DH0916
 DH0916                         *CURRENT SURVEY CONTROL
 DH0916  ___________________________________________________________________
 DH0916* NAD 83(1986)-  33 20 32.     (N)    086 35 55.     (W)     SCALED    
 DH0916* NAVD 88     -       152.176  (meters)     499.26   (feet)  ADJUSTED  
 DH0916  ___________________________________________________________________
 DH0916  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 DH0916  DYNAMIC HT  -         152.008 (meters)     498.71  (feet)  COMP
 DH0916  MODELED GRAV-     979,527.7   (mgal)                       NAVD 88
 DH0916
 DH0916  VERT ORDER  -  SECOND    CLASS 0
 DH0916
 DH0916.The horizontal coordinates were scaled from a topographic map and have
 DH0916.an estimated accuracy of +/- 6 seconds.
 DH0916
 DH0916.The orthometric height was determined by differential leveling
 DH0916.and adjusted by the National Geodetic Survey in June 1991..
 DH0916
 DH0916.The geoid height was determined by GEOID03.
 DH0916
 DH0916.The dynamic height is computed by dividing the NAVD 88
 DH0916.geopotential number by the normal gravity value computed on the
 DH0916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0916.degrees latitude (g = 980.6199 gals.).
 DH0916
 DH0916.The modeled gravity was interpolated from observed gravity values.
 DH0916
 DH0916;                    North         East    Units  Estimated Accuracy
 DH0916;SPC AL W     -   370,930.      683,910.      MT  (+/- 180 meters Scaled)
 DH0916
 DH0916                          SUPERSEDED SURVEY CONTROL
 DH0916
 DH0916  NGVD 29 (??/??/92)  152.116  (m)          499.07   (f) ADJ UNCH    2 0
 DH0916
 DH0916.Superseded values are not recommended for survey control.
 DH0916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0916.See file dsdata.txt to determine how the superseded data were derived.
 DH0916
 DH0916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB373892(NAD 83)
 DH0916_MARKER: DB = BENCH MARK DISK
 DH0916_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0916_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0916_STAMPING: E-36--1934
 DH0916_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0916+STABILITY: SURFACE MOTION
 DH0916
 DH0916  HISTORY     - Date     Condition        Report By
 DH0916  HISTORY     - 1934     MONUMENTED       CGS
 DH0916  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH0916
 DH0916                          STATION DESCRIPTION
 DH0916
 DH0916'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0916'2.2 MI E FROM CHELSEA.
 DH0916'IS LOCATED 2.2 MILES EAST OF THE RWY. STATION.  55 YARDS SOUTH OF MILE
 DH0916'POST 411.  25.5 FT. EAST OF EAST RAIL OF TRACK.  22 FT. SOUTH OF
 DH0916'CENTERLINE OF A FARM ROAD THAT CROSSES TRACK.  20.9 FT. NORTHEAST OF
 DH0916'EAST END OF AN 18 IN. TERRA COTTA PIPE UNDER TRACK.  STANDARD TABLET
 DH0916'SET IN TOP OF A CONCRETE POST 3 IN. HIGH.  NOTE-- LOCAL RESIDENT SAYS
 DH0916'THAT THE MARK HAS BEEN DESTROYED.
 DH0916
 DH0916                          STATION RECOVERY (1958)
 DH0916
 DH0916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH0916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0452 ***********************************************************************
 DJ0452  DESIGNATION -  E 36 29
 DJ0452  PID         -  DJ0452
 DJ0452  STATE/COUNTY-  AL/GREENE
 DJ0452  USGS QUAD   -  PLEASANT RIDGE (1980)
 DJ0452
 DJ0452                         *CURRENT SURVEY CONTROL
 DJ0452  ___________________________________________________________________
 DJ0452* NAD 83(1986)-  33 00 52.     (N)    088 05 00.     (W)     SCALED    
 DJ0452* NAVD 88     -        93.552  (meters)     306.93   (feet)  ADJUSTED  
 DJ0452  ___________________________________________________________________
 DJ0452  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DJ0452  DYNAMIC HT  -          93.448 (meters)     306.59  (feet)  COMP
 DJ0452  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 DJ0452
 DJ0452  VERT ORDER  -  SECOND    CLASS 0
 DJ0452
 DJ0452.The horizontal coordinates were scaled from a topographic map and have
 DJ0452.an estimated accuracy of +/- 6 seconds.
 DJ0452
 DJ0452.The orthometric height was determined by differential leveling
 DJ0452.and adjusted by the National Geodetic Survey in June 1991..
 DJ0452
 DJ0452.The geoid height was determined by GEOID03.
 DJ0452
 DJ0452.The dynamic height is computed by dividing the NAVD 88
 DJ0452.geopotential number by the normal gravity value computed on the
 DJ0452.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0452.degrees latitude (g = 980.6199 gals.).
 DJ0452
 DJ0452.The modeled gravity was interpolated from observed gravity values.
 DJ0452
 DJ0452;                    North         East    Units  Estimated Accuracy
 DJ0452;SPC AL W     -   334,370.      545,500.      MT  (+/- 180 meters Scaled)
 DJ0452
 DJ0452                          SUPERSEDED SURVEY CONTROL
 DJ0452
 DJ0452  NGVD 29 (??/??/92)   93.514  (m)          306.80   (f) ADJ UNCH    2 0
 DJ0452
 DJ0452.Superseded values are not recommended for survey control.
 DJ0452.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0452.See file dsdata.txt to determine how the superseded data were derived.
 DJ0452
 DJ0452_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB988534(NAD 83)
 DJ0452_MARKER: DD = SURVEY DISK
 DJ0452_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0452_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0452_STAMPING: 1937 BM E 36-29
 DJ0452_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0452+STABILITY: SURFACE MOTION
 DJ0452
 DJ0452  HISTORY     - Date     Condition        Report By
 DJ0452  HISTORY     - 1937     MONUMENTED       DOD
 DJ0452  HISTORY     - 1946     GOOD             NGS
 DJ0452
 DJ0452                          STATION DESCRIPTION
 DJ0452
 DJ0452'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ0452'10.1 MI SE FROM ALICEVILLE.
 DJ0452'ABOUT 10.1 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 DJ0452'AT ALICEVILLE, AT PLEASANT RIDGE, 51 FEET SOUTHEAST OF THE CENTER LINE
 DJ0452'OF THE ROAD LEADING SOUTHWEST, 48 FEET SOUTH-SOUTHWEST OF THE CENTER
 DJ0452'LINE OF THE HIGHWAY, 2 FEET SOUTH OF A FENCE LINE, 1.0 FOOT NORTHEAST
 DJ0452'OF A WOODEN WITNESS POST, AT THE NORTHEAST CORNER OF A FIELD, ABOUT 2
 DJ0452'FEET HIGHER THAN THE CENTER OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1057 ***********************************************************************
 EF1057  DESIGNATION -  E 360
 EF1057  PID         -  EF1057
 EF1057  STATE/COUNTY-  AL/LAUDERDALE
 EF1057  USGS QUAD   -  CHEROKEE (1988)
 EF1057
 EF1057                         *CURRENT SURVEY CONTROL
 EF1057  ___________________________________________________________________
 EF1057* NAD 83(1986)-  34 51 42.     (N)    087 55 38.     (W)     SCALED    
 EF1057* NAVD 88     -       134.875  (meters)     442.50   (feet)  POSTED    
 EF1057  ___________________________________________________________________
 EF1057  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EF1057  DYNAMIC HT  -         134.750 (meters)     442.09  (feet)  COMP
 EF1057  MODELED GRAV-     979,677.1   (mgal)                       NAVD 88
 EF1057
 EF1057  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EF1057
 EF1057.The horizontal coordinates were scaled from a topographic map and have
 EF1057.an estimated accuracy of +/- 6 seconds.
 EF1057
 EF1057.The orthometric height was determined by differential leveling
 EF1057.and adjusted by the National Geodetic Survey in 1992..
 EF1057.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EF1057.rate of 1.1 thru 2.0 mm/km.
 EF1057
 EF1057.The geoid height was determined by GEOID03.
 EF1057
 EF1057.The dynamic height is computed by dividing the NAVD 88
 EF1057.geopotential number by the normal gravity value computed on the
 EF1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1057.degrees latitude (g = 980.6199 gals.).
 EF1057
 EF1057.The modeled gravity was interpolated from observed gravity values.
 EF1057
 EF1057;                    North         East    Units  Estimated Accuracy
 EF1057;SPC AL W     -   539,180.      560,940.      MT  (+/- 180 meters Scaled)
 EF1057
 EF1057                          SUPERSEDED SURVEY CONTROL
 EF1057
 EF1057  NGVD 29 (??/??/92)  134.852  (m)          442.43   (f) ADJ UNCH    1 2
 EF1057
 EF1057.Superseded values are not recommended for survey control.
 EF1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1057.See file dsdata.txt to determine how the superseded data were derived.
 EF1057
 EF1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD152580(NAD 83)
 EF1057_MARKER: DB = BENCH MARK DISK
 EF1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1057_STAMPING: E 360 1959
 EF1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1057+STABILITY: SURFACE MOTION
 EF1057
 EF1057  HISTORY     - Date     Condition        Report By
 EF1057  HISTORY     - 1959     MONUMENTED       CGS
 EF1057  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF1057
 EF1057                          STATION DESCRIPTION
 EF1057
 EF1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 EF1057'4.25 MI W FROM RHODESVILLE.
 EF1057'ABOUT 2.2 MILES NORTHWEST ALONG COUNTY ROAD 14 FROM THE SCHOOL AT
 EF1057'RHODESVILLE, THENCE ABOUT 2.05 MILES SOUTHWEST ALONG NATCHEZ TRACE, IN
 EF1057'S 20 - T 2 S - R 13 W, AT THE Y JUNCTION OF A GRAVEL ROAD LEADING WEST
 EF1057'AND THENCE NORTH - WEST, 42 1/2 FEET WEST-NORTHWEST OF THE CENTER OF
 EF1057'THE JUNCTION, 25 FEET NORTH OF THE CENTER LINE OF ROAD LEADING WEST,
 EF1057'20 1/2 FEET SOUTH OF A 13-INCH HICKORY TREE, 10 1/2 FEET EAST OF A
 EF1057'20-INCH RED OAK TREE, 2.6 FEET NORTH OF A STEEL WITNESS POST, ABOUT 3
 EF1057'FEET ABOVE THE LEVEL OF THE ROAD, AND SET IN TOP OF A CONCRETE POST
 EF1057'PROJECTING 0.3 FOOT.
 EF1057
 EF1057                          STATION RECOVERY (1973)
 EF1057
 EF1057'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1057'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0974 ***********************************************************************
 BU0974  DESIGNATION -  E 362
 BU0974  PID         -  BU0974
 BU0974  STATE/COUNTY-  AL/MONROE
 BU0974  USGS QUAD   -  NATCHEZ (1972)
 BU0974
 BU0974                         *CURRENT SURVEY CONTROL
 BU0974  ___________________________________________________________________
 BU0974* NAD 83(1986)-  31 40 14.     (N)    087 21 24.     (W)     SCALED    
 BU0974* NAVD 88     -        27.695  (meters)      90.86   (feet)  ADJUSTED  
 BU0974  ___________________________________________________________________
 BU0974  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU0974  DYNAMIC HT  -          27.661 (meters)      90.75  (feet)  COMP
 BU0974  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 BU0974
 BU0974  VERT ORDER  -  SECOND    CLASS 0
 BU0974
 BU0974.The horizontal coordinates were scaled from a topographic map and have
 BU0974.an estimated accuracy of +/- 6 seconds.
 BU0974
 BU0974.The orthometric height was determined by differential leveling
 BU0974.and adjusted by the National Geodetic Survey in June 1991..
 BU0974
 BU0974.The geoid height was determined by GEOID03.
 BU0974
 BU0974.The dynamic height is computed by dividing the NAVD 88
 BU0974.geopotential number by the normal gravity value computed on the
 BU0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0974.degrees latitude (g = 980.6199 gals.).
 BU0974
 BU0974.The modeled gravity was interpolated from observed gravity values.
 BU0974
 BU0974;                    North         East    Units  Estimated Accuracy
 BU0974;SPC AL W     -   185,210.      613,590.      MT  (+/- 180 meters Scaled)
 BU0974
 BU0974                          SUPERSEDED SURVEY CONTROL
 BU0974
 BU0974  NGVD 29 (??/??/92)   27.670  (m)           90.78   (f) ADJ UNCH    2 0
 BU0974
 BU0974.Superseded values are not recommended for survey control.
 BU0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0974.See file dsdata.txt to determine how the superseded data were derived.
 BU0974
 BU0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA661039(NAD 83)
 BU0974_MARKER: DB = BENCH MARK DISK
 BU0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0974_STAMPING: E 362 1951
 BU0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0974+STABILITY: SURFACE MOTION
 BU0974
 BU0974  HISTORY     - Date     Condition        Report By
 BU0974  HISTORY     - 1951     MONUMENTED       CGS
 BU0974  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU0974
 BU0974                          STATION DESCRIPTION
 BU0974
 BU0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0974'0.65 MI SE FROM KEITH.
 BU0974'ABOUT 0.65 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 BU0974'ST. LOUIS AND SAN FRANCISCO RAILROAD AT KEITH, AT THE SOUTHEAST END OF
 BU0974'A BRIDGE OVER BIG FLAT CREEK, 25 FEET NORTHEAST OF THE CENTER LINE OF
 BU0974'THE ROAD, 23 FEET EAST OF THE EAST CORNER OF BRIDGE, 11 FEET NORTH OF
 BU0974'A 20-INCH OAK TREE, 14 FEET SOUTHEAST OF A 30-INCH PINE TREE, ABOUT
 BU0974'LEVEL WITH THE ROAD AND SET IN TOP OF A CONCRETE POST PROJECTING 1
 BU0974'INCH.
 BU0974
 BU0974                          STATION RECOVERY (1972)
 BU0974
 BU0974'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU0974'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0960 ***********************************************************************
 BU0960  DESIGNATION -  E 363
 BU0960  PID         -  BU0960
 BU0960  STATE/COUNTY-  AL/MONROE
 BU0960  USGS QUAD   -  FRANKLIN (1981)
 BU0960
 BU0960                         *CURRENT SURVEY CONTROL
 BU0960  ___________________________________________________________________
 BU0960* NAD 83(1986)-  31 39 35.     (N)    087 23 52.     (W)     SCALED    
 BU0960* NAVD 88     -       115.941  (meters)     380.38   (feet)  ADJUSTED  
 BU0960  ___________________________________________________________________
 BU0960  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 BU0960  DYNAMIC HT  -         115.801 (meters)     379.92  (feet)  COMP
 BU0960  MODELED GRAV-     979,424.7   (mgal)                       NAVD 88
 BU0960
 BU0960  VERT ORDER  -  SECOND    CLASS 0
 BU0960
 BU0960.The horizontal coordinates were scaled from a topographic map and have
 BU0960.an estimated accuracy of +/- 6 seconds.
 BU0960
 BU0960.The orthometric height was determined by differential leveling
 BU0960.and adjusted by the National Geodetic Survey in June 1991..
 BU0960
 BU0960.The geoid height was determined by GEOID03.
 BU0960
 BU0960.The dynamic height is computed by dividing the NAVD 88
 BU0960.geopotential number by the normal gravity value computed on the
 BU0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0960.degrees latitude (g = 980.6199 gals.).
 BU0960
 BU0960.The modeled gravity was interpolated from observed gravity values.
 BU0960
 BU0960;                    North         East    Units  Estimated Accuracy
 BU0960;SPC AL W     -   184,000.      609,690.      MT  (+/- 180 meters Scaled)
 BU0960
 BU0960                          SUPERSEDED SURVEY CONTROL
 BU0960
 BU0960  NGVD 29 (??/??/92)  115.913  (m)          380.29   (f) ADJ UNCH    2 0
 BU0960
 BU0960.Superseded values are not recommended for survey control.
 BU0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0960.See file dsdata.txt to determine how the superseded data were derived.
 BU0960
 BU0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA622027(NAD 83)
 BU0960_MARKER: DB = BENCH MARK DISK
 BU0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0960_STAMPING: E 363 1951
 BU0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0960+STABILITY: SURFACE MOTION
 BU0960
 BU0960  HISTORY     - Date     Condition        Report By
 BU0960  HISTORY     - 1951     MONUMENTED       CGS
 BU0960
 BU0960                          STATION DESCRIPTION
 BU0960
 BU0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0960'4.0 MI SE FROM FRANKLIN.
 BU0960'ABOUT 4.0 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE METHODIST
 BU0960'CHURCH AT FRANKLIN, ABOUT 0.8 MILE NORTH OF A CEMETERY, AT THE
 BU0960'JUNCTION OF A ROAD NORTHEAST, 60 FEET EAST OF THE CENTER LINE OF THE
 BU0960'HIGHWAY , 27 FEET SOUTHEAST OF THE CENTER LINE OF SIDE ROAD, 58 FEET
 BU0960'SOUTHEAST AND ACROSS SIDE ROAD FROM A POWER POLE, 15 FEET NORTHEAST OF
 BU0960'THE NORTHEAST CORNER OF AN OLD SHED, 6 FEET NORTHEAST OF A 12-INCH
 BU0960'PINE TREE, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 BU0960'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1564 ***********************************************************************
 BU1564  DESIGNATION -  E 364
 BU1564  PID         -  BU1564
 BU1564  STATE/COUNTY-  AL/CLARKE
 BU1564  USGS QUAD   -  WHATLEY (1972)
 BU1564
 BU1564                         *CURRENT SURVEY CONTROL
 BU1564  ___________________________________________________________________
 BU1564* NAD 83(1986)-  31 41 38.     (N)    087 41 38.     (W)     SCALED    
 BU1564* NAVD 88     -        57.641  (meters)     189.11   (feet)  ADJUSTED  
 BU1564  ___________________________________________________________________
 BU1564  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 BU1564  DYNAMIC HT  -          57.571 (meters)     188.88  (feet)  COMP
 BU1564  MODELED GRAV-     979,423.4   (mgal)                       NAVD 88
 BU1564
 BU1564  VERT ORDER  -  FIRST     CLASS II
 BU1564
 BU1564.The horizontal coordinates were scaled from a topographic map and have
 BU1564.an estimated accuracy of +/- 6 seconds.
 BU1564
 BU1564.The orthometric height was determined by differential leveling
 BU1564.and adjusted by the National Geodetic Survey in June 1991..
 BU1564
 BU1564.The geoid height was determined by GEOID03.
 BU1564
 BU1564.The dynamic height is computed by dividing the NAVD 88
 BU1564.geopotential number by the normal gravity value computed on the
 BU1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1564.degrees latitude (g = 980.6199 gals.).
 BU1564
 BU1564.The modeled gravity was interpolated from observed gravity values.
 BU1564
 BU1564;                    North         East    Units  Estimated Accuracy
 BU1564;SPC AL W     -   187,800.      581,620.      MT  (+/- 180 meters Scaled)
 BU1564
 BU1564                          SUPERSEDED SURVEY CONTROL
 BU1564
 BU1564  NGVD 29 (??/??/92)   57.608  (m)          189.00   (f) ADJ UNCH    1 2
 BU1564
 BU1564.Superseded values are not recommended for survey control.
 BU1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1564.See file dsdata.txt to determine how the superseded data were derived.
 BU1564
 BU1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA342067(NAD 83)
 BU1564_MARKER: DB = BENCH MARK DISK
 BU1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1564_STAMPING: E 364 1951
 BU1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1564+STABILITY: SURFACE MOTION
 BU1564
 BU1564  HISTORY     - Date     Condition        Report By
 BU1564  HISTORY     - 1951     MONUMENTED       CGS
 BU1564
 BU1564                          STATION DESCRIPTION
 BU1564
 BU1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1564'3.05 MI N FROM WHATLEY.
 BU1564'3.05 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BU1564'WHATLEY, ABOUT 0.35 MILE SOUTH OF ROAD CROSSING AND STATION SIGN AT
 BU1564'POUNCY, ABOUT 0.15 MILE NORTH OF MILE POST 68, AT A WOODS ROAD
 BU1564'CROSSING, 54 1/2 FEET WEST OF WEST RAIL, 32 FEET NORTH OF CENTER LINE
 BU1564'OF WOODS ROAD, 40 1/2 FEET NORTHWEST OF TELEPHONE POLE NO. 2598 (THE
 BU1564'FOURTH TELEPHONE POLE NORTH OF MILE POST 68), 2 FEET SOUTH OF A WHITE
 BU1564'WOODEN WITNESS POST, ABOUT 3 FEET BELOW LEVEL OF TRACK AND SET IN THE
 BU1564'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1629 ***********************************************************************
 BU1629  DESIGNATION -  E 365
 BU1629  PID         -  BU1629
 BU1629  STATE/COUNTY-  AL/CLARKE
 BU1629  USGS QUAD   -  GROVE HILL (1986)
 BU1629
 BU1629                         *CURRENT SURVEY CONTROL
 BU1629  ___________________________________________________________________
 BU1629* NAD 83(1986)-  31 41 17.     (N)    087 45 26.     (W)     SCALED    
 BU1629* NAVD 88     -       146.233  (meters)     479.77   (feet)  ADJUSTED  
 BU1629  ___________________________________________________________________
 BU1629  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU1629  DYNAMIC HT  -         146.055 (meters)     479.18  (feet)  COMP
 BU1629  MODELED GRAV-     979,421.3   (mgal)                       NAVD 88
 BU1629
 BU1629  VERT ORDER  -  FIRST     CLASS II
 BU1629
 BU1629.The horizontal coordinates were scaled from a topographic map and have
 BU1629.an estimated accuracy of +/- 6 seconds.
 BU1629
 BU1629.The orthometric height was determined by differential leveling
 BU1629.and adjusted by the National Geodetic Survey in June 1991..
 BU1629
 BU1629.The geoid height was determined by GEOID03.
 BU1629
 BU1629.The dynamic height is computed by dividing the NAVD 88
 BU1629.geopotential number by the normal gravity value computed on the
 BU1629.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1629.degrees latitude (g = 980.6199 gals.).
 BU1629
 BU1629.The modeled gravity was interpolated from observed gravity values.
 BU1629
 BU1629;                    North         East    Units  Estimated Accuracy
 BU1629;SPC AL W     -   187,170.      575,610.      MT  (+/- 180 meters Scaled)
 BU1629
 BU1629                          SUPERSEDED SURVEY CONTROL
 BU1629
 BU1629  NGVD 29 (??/??/92)  146.203  (m)          479.67   (f) ADJ UNCH    1 2
 BU1629
 BU1629.Superseded values are not recommended for survey control.
 BU1629.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1629.See file dsdata.txt to determine how the superseded data were derived.
 BU1629
 BU1629_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA282061(NAD 83)
 BU1629_MARKER: DB = BENCH MARK DISK
 BU1629_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1629_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1629_STAMPING: E 365 1951
 BU1629_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1629+STABILITY: SURFACE MOTION
 BU1629
 BU1629  HISTORY     - Date     Condition        Report By
 BU1629  HISTORY     - 1951     MONUMENTED       CGS
 BU1629
 BU1629                          STATION DESCRIPTION
 BU1629
 BU1629'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1629'1.3 MI SE FROM GROVE HILL.
 BU1629'1.3 MILES SOUTHEAST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF U.S.
 BU1629'HIGHWAY 43 AT GROVE HILL, AT THE JUNCTION OF A GRAVEL ROAD NORTH, 59
 BU1629'FEET SOUTHWEST OF CENTER LINE OF HIGHWAY AT CENTER OF JUNCTION, ABOUT
 BU1629'0.1 MILE NORTHEAST ACROSS COUNTRY FROM THE SOUTHEAST END OF THE
 BU1629'NORTHWEST-SOUTHEAST RUNWAY OF GROVE HILL AIRPORT, ABOUT 1 FOOT ABOVE
 BU1629'HIGHWAY LEVEL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 BU1629'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0105 ***********************************************************************
 BV0105  DESIGNATION -  E 366
 BV0105  PID         -  BV0105
 BV0105  STATE/COUNTY-  AL/WASHINGTON
 BV0105  USGS QUAD   -  MC INTOSH (1982)
 BV0105
 BV0105                         *CURRENT SURVEY CONTROL
 BV0105  ___________________________________________________________________
 BV0105* NAD 83(1986)-  31 16 18.     (N)    088 00 29.     (W)     SCALED    
 BV0105* NAVD 88     -        13.537  (meters)      44.41   (feet)  ADJUSTED  
 BV0105  ___________________________________________________________________
 BV0105  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BV0105  DYNAMIC HT  -          13.521 (meters)      44.36  (feet)  COMP
 BV0105  MODELED GRAV-     979,398.6   (mgal)                       NAVD 88
 BV0105
 BV0105  VERT ORDER  -  FIRST     CLASS II
 BV0105
 BV0105.The horizontal coordinates were scaled from a topographic map and have
 BV0105.an estimated accuracy of +/- 6 seconds.
 BV0105
 BV0105.The orthometric height was determined by differential leveling
 BV0105.and adjusted by the National Geodetic Survey in June 1991..
 BV0105
 BV0105.The geoid height was determined by GEOID03.
 BV0105
 BV0105.The dynamic height is computed by dividing the NAVD 88
 BV0105.geopotential number by the normal gravity value computed on the
 BV0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0105.degrees latitude (g = 980.6199 gals.).
 BV0105
 BV0105.The modeled gravity was interpolated from observed gravity values.
 BV0105
 BV0105;                    North         East    Units  Estimated Accuracy
 BV0105;SPC AL W     -   141,080.      551,620.      MT  (+/- 180 meters Scaled)
 BV0105
 BV0105                          SUPERSEDED SURVEY CONTROL
 BV0105
 BV0105  NGVD 29 (??/??/92)   13.524  (m)           44.37   (f) ADJ UNCH    1 2
 BV0105
 BV0105.Superseded values are not recommended for survey control.
 BV0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0105.See file dsdata.txt to determine how the superseded data were derived.
 BV0105
 BV0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV040601(NAD 83)
 BV0105_MARKER: DB = BENCH MARK DISK
 BV0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0105_STAMPING: E 366 1951
 BV0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0105+STABILITY: SURFACE MOTION
 BV0105
 BV0105  HISTORY     - Date     Condition        Report By
 BV0105  HISTORY     - 1951     MONUMENTED       CGS
 BV0105
 BV0105                          STATION DESCRIPTION
 BV0105
 BV0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BV0105'1.1 MI N FROM MCINTOSH.
 BV0105'ABOUT 1.1 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BV0105'MCINTOSH, ABOUT 0.25 MILE SOUTH OF A WOODS ROAD CROSSING, 49 FEET WEST
 BV0105'OF WEST RAIL, 40 FEET WEST OF MILE POST 107, 1 FOOT WEST OF A FENCE
 BV0105'LINE, 38 FEET NORTH-WEST OF A TELEPHONE POLE, 251 FEET NORTHWEST OF
 BV0105'NORTHWEST CORNER OF TRESTLE NO. 107.0 MB, 2 FEET NORTH OF A WHITE
 BV0105'WOODEN WITNESS POST, ABOUT 5 FEET BELOW LEVEL OF TRACK AND SET IN THE
 BV0105'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0081 ***********************************************************************
 BH0081  DESIGNATION -  E 367
 BH0081  PID         -  BH0081
 BH0081  STATE/COUNTY-  AL/MOBILE
 BH0081  USGS QUAD   -  CHICKASAW (1982)
 BH0081
 BH0081                         *CURRENT SURVEY CONTROL
 BH0081  ___________________________________________________________________
 BH0081* NAD 83(1986)-  30 49 55.     (N)    088 03 59.     (W)     SCALED    
 BH0081* NAVD 88     -         5.283  (meters)      17.33   (feet)  ADJUSTED  
 BH0081  ___________________________________________________________________
 BH0081  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0081  DYNAMIC HT  -           5.276 (meters)      17.31  (feet)  COMP
 BH0081  MODELED GRAV-     979,349.7   (mgal)                       NAVD 88
 BH0081
 BH0081  VERT ORDER  -  FIRST     CLASS II
 BH0081
 BH0081.The horizontal coordinates were scaled from a topographic map and have
 BH0081.an estimated accuracy of +/- 6 seconds.
 BH0081
 BH0081.The orthometric height was determined by differential leveling
 BH0081.and adjusted by the National Geodetic Survey in June 1991..
 BH0081
 BH0081.The geoid height was determined by GEOID03.
 BH0081
 BH0081.The dynamic height is computed by dividing the NAVD 88
 BH0081.geopotential number by the normal gravity value computed on the
 BH0081.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0081.degrees latitude (g = 980.6199 gals.).
 BH0081
 BH0081.The modeled gravity was interpolated from observed gravity values.
 BH0081
 BH0081;                    North         East    Units  Estimated Accuracy
 BH0081;SPC AL W     -    92,360.      545,820.      MT  (+/- 180 meters Scaled)
 BH0081
 BH0081                          SUPERSEDED SURVEY CONTROL
 BH0081
 BH0081  NGVD 29 (??/??/??)    5.289  (m)           17.35   (f) ADJUSTED    1 2
 BH0081
 BH0081.Superseded values are not recommended for survey control.
 BH0081.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0081.See file dsdata.txt to determine how the superseded data were derived.
 BH0081
 BH0081_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV980114(NAD 83)
 BH0081_MARKER: DB = BENCH MARK DISK
 BH0081_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0081_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0081_STAMPING: E 367 1951
 BH0081_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0081+STABILITY: SURFACE MOTION
 BH0081
 BH0081  HISTORY     - Date     Condition        Report By
 BH0081  HISTORY     - 1951     MONUMENTED       CGS
 BH0081
 BH0081                          STATION DESCRIPTION
 BH0081
 BH0081'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0081'4.9 MI N FROM CHICKASAW.
 BH0081'ABOUT 4.9 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BH0081'CHICKASAW, ABOUT 0.1 MILE SOUTH OF MILE POST 138, 43 FEET EAST OF EAST
 BH0081'RAIL, 76 FEET EAST-NORTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO.
 BH0081'261, 105 1/2 FEET SOUTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO.
 BH0081'262, 18 FEET SOUTH OF A 30-INCH LIVE OAK TREE, 51 FEET NORTH-NORTHWEST
 BH0081'OF A 30-INCH LIVE OAK TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 BH0081'POST, ABOUT LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST
 BH0081'PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1601 ***********************************************************************
 BU1601  DESIGNATION -  E 368
 BU1601  PID         -  BU1601
 BU1601  STATE/COUNTY-  AL/CLARKE
 BU1601  USGS QUAD   -  JACKSON (1986)
 BU1601
 BU1601                         *CURRENT SURVEY CONTROL
 BU1601  ___________________________________________________________________
 BU1601* NAD 83(1986)-  31 31 21.     (N)    087 53 43.     (W)     SCALED    
 BU1601* NAVD 88     -        74.530  (meters)     244.52   (feet)  ADJUSTED  
 BU1601  ___________________________________________________________________
 BU1601  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BU1601  DYNAMIC HT  -          74.439 (meters)     244.22  (feet)  COMP
 BU1601  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 BU1601
 BU1601  VERT ORDER  -  FIRST     CLASS II
 BU1601
 BU1601.The horizontal coordinates were scaled from a topographic map and have
 BU1601.an estimated accuracy of +/- 6 seconds.
 BU1601
 BU1601.The orthometric height was determined by differential leveling
 BU1601.and adjusted by the National Geodetic Survey in June 1991..
 BU1601
 BU1601.The geoid height was determined by GEOID03.
 BU1601
 BU1601.The dynamic height is computed by dividing the NAVD 88
 BU1601.geopotential number by the normal gravity value computed on the
 BU1601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1601.degrees latitude (g = 980.6199 gals.).
 BU1601
 BU1601.The modeled gravity was interpolated from observed gravity values.
 BU1601
 BU1601;                    North         East    Units  Estimated Accuracy
 BU1601;SPC AL W     -   168,850.      562,460.      MT  (+/- 180 meters Scaled)
 BU1601
 BU1601                          SUPERSEDED SURVEY CONTROL
 BU1601
 BU1601  NGVD 29 (??/??/92)   74.510  (m)          244.45   (f) ADJ UNCH    1 2
 BU1601
 BU1601.Superseded values are not recommended for survey control.
 BU1601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1601.See file dsdata.txt to determine how the superseded data were derived.
 BU1601
 BU1601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV149878(NAD 83)
 BU1601_MARKER: DB = BENCH MARK DISK
 BU1601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1601_STAMPING: E 368 1951
 BU1601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1601+STABILITY: SURFACE MOTION
 BU1601_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU1601+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 BU1601
 BU1601  HISTORY     - Date     Condition        Report By
 BU1601  HISTORY     - 1951     MONUMENTED       CGS
 BU1601  HISTORY     - 20031204 GOOD             JCLS
 BU1601  HISTORY     - 20050612 GOOD             JCLS
 BU1601
 BU1601                          STATION DESCRIPTION
 BU1601
 BU1601'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1601'IN JACKSON.
 BU1601'AT JACKSON, ABOUT 0.95 MILE NORTHEAST AND NORTH ALONG STATE HIGHWAY 5
 BU1601'FROM THE POST OFFICE, ABOUT 0.15 MILE EAST OF MCKEE AIRPORT, 148 FEET
 BU1601'EAST OF CENTERLINE OF HIGHWAY, 14 FEET SOUTH OF CENTER LINE OF A
 BU1601'STREET WHICH PASSES NORTH OF WATER TOWER, 5 FEET EAST OF NORTHWEST
 BU1601'CORNER OF STEEL FENCE AROUND WATER TOWER, 2 FEET EAST OF A WHITE
 BU1601'WOODEN WITNESS POST, ABOUT LEVEL WITH STREET AND HIGHWAY AND SET IN
 BU1601'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MCKEE AIRPORT
 BU1601'WAS ABANDONED IN 1958.
 BU1601
 BU1601                          STATION RECOVERY (2003)
 BU1601
 BU1601'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BU1601'RECOVERED IN GOOD CONDITION.
 BU1601
 BU1601                          STATION RECOVERY (2005)
 BU1601
 BU1601'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 BU1601'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2478 ***********************************************************************
 CN2478  DESIGNATION -  E 369
 CN2478  PID         -  CN2478
 CN2478  STATE/COUNTY-  AL/MARENGO
 CN2478  USGS QUAD   -  MILLER (1978)
 CN2478
 CN2478                         *CURRENT SURVEY CONTROL
 CN2478  ___________________________________________________________________
 CN2478* NAD 83(1986)-  32 13 07.     (N)    087 47 24.     (W)     SCALED    
 CN2478* NAVD 88     -        72.403  (meters)     237.54   (feet)  ADJUSTED  
 CN2478  ___________________________________________________________________
 CN2478  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 CN2478  DYNAMIC HT  -          72.318 (meters)     237.26  (feet)  COMP
 CN2478  MODELED GRAV-     979,472.0   (mgal)                       NAVD 88
 CN2478
 CN2478  VERT ORDER  -  SECOND    CLASS 0
 CN2478
 CN2478.The horizontal coordinates were scaled from a topographic map and have
 CN2478.an estimated accuracy of +/- 6 seconds.
 CN2478
 CN2478.The orthometric height was determined by differential leveling
 CN2478.and adjusted by the National Geodetic Survey in June 1991..
 CN2478
 CN2478.The geoid height was determined by GEOID03.
 CN2478
 CN2478.The dynamic height is computed by dividing the NAVD 88
 CN2478.geopotential number by the normal gravity value computed on the
 CN2478.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2478.degrees latitude (g = 980.6199 gals.).
 CN2478
 CN2478.The modeled gravity was interpolated from observed gravity values.
 CN2478
 CN2478;                    North         East    Units  Estimated Accuracy
 CN2478;SPC AL W     -   246,000.      572,660.      MT  (+/- 180 meters Scaled)
 CN2478
 CN2478                          SUPERSEDED SURVEY CONTROL
 CN2478
 CN2478  NGVD 29 (??/??/92)   72.368  (m)          237.43   (f) ADJ UNCH    2 0
 CN2478
 CN2478.Superseded values are not recommended for survey control.
 CN2478.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2478.See file dsdata.txt to determine how the superseded data were derived.
 CN2478
 CN2478_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA255649(NAD 83)
 CN2478_MARKER: DB = BENCH MARK DISK
 CN2478_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2478_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2478_STAMPING: E 369 1951
 CN2478_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2478+STABILITY: SURFACE MOTION
 CN2478
 CN2478  HISTORY     - Date     Condition        Report By
 CN2478  HISTORY     - 1951     MONUMENTED       CGS
 CN2478  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2478
 CN2478                          STATION DESCRIPTION
 CN2478
 CN2478'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2478'5.95 MI S FROM LINDEN.
 CN2478'ABOUT 5.95 MILES SOUTH ALONG U.S. HIGHWAY 43 FROM THE COURT HOUSE AT
 CN2478'LINDEN, ABOUT 0.5 MILE SOUTH OF THE JUNCTION OF A BLACK TOP ROAD
 CN2478'LEADING EAST AND A LARGE WHITE CHURCH, ABOUT 150 YARDS SOUTH OF A
 CN2478'NARROW GRAVEL ROAD LEADING WEST, AT THE JUNCTION OF A DRIVE WEST TO A
 CN2478'FARM HOUSE, 59 FEET EAST OF CENTER LINE OF HIGHWAY, ABOUT IN LINE WITH
 CN2478'EXTENDED CENTER LINE OF DRIVE WEST, 2 FEET WEST OF A POWER POLE WITH A
 CN2478'TRANSFORMER, 27 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE
 CN2478'LINE, 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 CN2478'POST PROJECTING 2 INCHES.
 CN2478
 CN2478                          STATION RECOVERY (1974)
 CN2478
 CN2478'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2478'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0787 ***********************************************************************
 DH0787  DESIGNATION -  E 37
 DH0787  PID         -  DH0787
 DH0787  STATE/COUNTY-  AL/SHELBY
 DH0787  USGS QUAD   -  MONTEVALLO (1980)
 DH0787
 DH0787                         *CURRENT SURVEY CONTROL
 DH0787  ___________________________________________________________________
 DH0787* NAD 83(1986)-  33 06 09.     (N)    086 45 17.     (W)     SCALED    
 DH0787* NAVD 88     -       154.041  (meters)     505.38   (feet)  ADJUSTED  
 DH0787  ___________________________________________________________________
 DH0787  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0787  DYNAMIC HT  -         153.866 (meters)     504.81  (feet)  COMP
 DH0787  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 DH0787
 DH0787  VERT ORDER  -  SECOND    CLASS 0
 DH0787
 DH0787.The horizontal coordinates were scaled from a topographic map and have
 DH0787.an estimated accuracy of +/- 6 seconds.
 DH0787
 DH0787.The orthometric height was determined by differential leveling
 DH0787.and adjusted by the National Geodetic Survey in June 1991..
 DH0787
 DH0787.The geoid height was determined by GEOID03.
 DH0787
 DH0787.The dynamic height is computed by dividing the NAVD 88
 DH0787.geopotential number by the normal gravity value computed on the
 DH0787.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0787.degrees latitude (g = 980.6199 gals.).
 DH0787
 DH0787.The modeled gravity was interpolated from observed gravity values.
 DH0787
 DH0787;                    North         East    Units  Estimated Accuracy
 DH0787;SPC AL W     -   344,230.      669,560.      MT  (+/- 180 meters Scaled)
 DH0787
 DH0787                          SUPERSEDED SURVEY CONTROL
 DH0787
 DH0787  NGVD 29 (??/??/92)  153.988  (m)          505.21   (f) ADJ UNCH    2 0
 DH0787
 DH0787.Superseded values are not recommended for survey control.
 DH0787.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0787.See file dsdata.txt to determine how the superseded data were derived.
 DH0787
 DH0787_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB228626(NAD 83)
 DH0787_MARKER: DB = BENCH MARK DISK
 DH0787_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0787_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0787_STAMPING: E 37 1934
 DH0787_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0787+STABILITY: SURFACE MOTION
 DH0787
 DH0787  HISTORY     - Date     Condition        Report By
 DH0787  HISTORY     - 1934     MONUMENTED       CGS
 DH0787  HISTORY     - 1948     GOOD             NGS
 DH0787  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0787
 DH0787                          STATION DESCRIPTION
 DH0787
 DH0787'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0787'IN CALERA.
 DH0787'AT CALERA, ABOUT 0.15 MILE WEST ALONG THE SOUTHERN RAILWAY FROM THE
 DH0787'STATION, ABOUT 0.2 MILE WEST ALONG THE RAILWAY FROM THE CROSSING OF
 DH0787'U.S. HIGHWAY 31, AT A PUBLIC ROAD CROSSING, 56.5 FEET SOUTHEAST OF THE
 DH0787'SOUTHEAST RAIL OF THE MAIN TRACK, 77 FEET WEST-SOUTHWEST AND ACROSS
 DH0787'THE ROAD FROM THE NORTHWEST CORNER OF THE STANDARD OIL COMPANY BULK
 DH0787'PLANT WAREHOUSE, 25 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 DH0787'23.3 FEET SOUTH OF THE CROSSING WARNING SIGN, 1 FOOT SOUTHWEST OF A
 DH0787'WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE TRACK AND SET IN THE
 DH0787'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THIS AREA IS NOW A
 DH0787'STORAGE AREA FOR THE TOWN OF CALERA.
 DH0787
 DH0787                          STATION RECOVERY (1975)
 DH0787
 DH0787'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0787'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2501 ***********************************************************************
 CN2501  DESIGNATION -  E 370
 CN2501  PID         -  CN2501
 CN2501  STATE/COUNTY-  AL/MARENGO
 CN2501  USGS QUAD   -  MAGNOLIA (1976)
 CN2501
 CN2501                         *CURRENT SURVEY CONTROL
 CN2501  ___________________________________________________________________
 CN2501* NAD 83(1986)-  32 07 33.     (N)    087 42 38.     (W)     SCALED    
 CN2501* NAVD 88     -        73.280  (meters)     240.42   (feet)  ADJUSTED  
 CN2501  ___________________________________________________________________
 CN2501  GEOID HEIGHT-         -28.14  (meters)                     GEOID03
 CN2501  DYNAMIC HT  -          73.194 (meters)     240.14  (feet)  COMP
 CN2501  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 CN2501
 CN2501  VERT ORDER  -  SECOND    CLASS 0
 CN2501
 CN2501.The horizontal coordinates were scaled from a topographic map and have
 CN2501.an estimated accuracy of +/- 6 seconds.
 CN2501
 CN2501.The orthometric height was determined by differential leveling
 CN2501.and adjusted by the National Geodetic Survey in June 1991..
 CN2501
 CN2501.The geoid height was determined by GEOID03.
 CN2501
 CN2501.The dynamic height is computed by dividing the NAVD 88
 CN2501.geopotential number by the normal gravity value computed on the
 CN2501.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2501.degrees latitude (g = 980.6199 gals.).
 CN2501
 CN2501.The modeled gravity was interpolated from observed gravity values.
 CN2501
 CN2501;                    North         East    Units  Estimated Accuracy
 CN2501;SPC AL W     -   235,700.      580,130.      MT  (+/- 180 meters Scaled)
 CN2501
 CN2501                          SUPERSEDED SURVEY CONTROL
 CN2501
 CN2501  NGVD 29 (??/??/92)   73.246  (m)          240.31   (f) ADJ UNCH    2 0
 CN2501
 CN2501.Superseded values are not recommended for survey control.
 CN2501.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2501.See file dsdata.txt to determine how the superseded data were derived.
 CN2501
 CN2501_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA329546(NAD 83)
 CN2501_MARKER: DB = BENCH MARK DISK
 CN2501_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2501_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2501_STAMPING: E 370 1951
 CN2501_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2501+STABILITY: SURFACE MOTION
 CN2501
 CN2501  HISTORY     - Date     Condition        Report By
 CN2501  HISTORY     - 1951     MONUMENTED       CGS
 CN2501  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2501
 CN2501                          STATION DESCRIPTION
 CN2501
 CN2501'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2501'1.95 MI W FROM MAGNOLIA.
 CN2501'ABOUT 1.95 MILES WEST ALONG A BLACK TOP ROAD FROM ITS CROSSING WITH
 CN2501'THE ST. LOUIS-SAN FRANCISCO RAILWAY AT MAGNOLIA, ABOUT 1.5 MILES EAST
 CN2501'OF THE ROAD JUNCTION AND POST OFFICE AT SHILOH, AT THE JUNCTION OF A
 CN2501'ROAD LEADING NORTHWEST, 59 FEET SOUTH OF CENTER LINE OF ROAD, 123 FEET
 CN2501'SOUTHWEST OF CENTER OF JUNCTION OF ROAD NORTHWEST, 108 FEET SOUTHEAST
 CN2501'OF A POWER POLE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN2501'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN2501'INCHES.
 CN2501
 CN2501                          STATION RECOVERY (1974)
 CN2501
 CN2501'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2501'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2472 ***********************************************************************
 CN2472  DESIGNATION -  E 371
 CN2472  PID         -  CN2472
 CN2472  STATE/COUNTY-  AL/MARENGO
 CN2472  USGS QUAD   -  MILLER (1978)
 CN2472
 CN2472                         *CURRENT SURVEY CONTROL
 CN2472  ___________________________________________________________________
 CN2472* NAD 83(1986)-  32 09 15.     (N)    087 48 07.     (W)     SCALED    
 CN2472* NAVD 88     -        70.767  (meters)     232.17   (feet)  ADJUSTED  
 CN2472  ___________________________________________________________________
 CN2472  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CN2472  DYNAMIC HT  -          70.684 (meters)     231.90  (feet)  COMP
 CN2472  MODELED GRAV-     979,465.8   (mgal)                       NAVD 88
 CN2472
 CN2472  VERT ORDER  -  SECOND    CLASS 0
 CN2472
 CN2472.The horizontal coordinates were scaled from a topographic map and have
 CN2472.an estimated accuracy of +/- 6 seconds.
 CN2472
 CN2472.The orthometric height was determined by differential leveling
 CN2472.and adjusted by the National Geodetic Survey in June 1991..
 CN2472
 CN2472.The geoid height was determined by GEOID03.
 CN2472
 CN2472.The dynamic height is computed by dividing the NAVD 88
 CN2472.geopotential number by the normal gravity value computed on the
 CN2472.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2472.degrees latitude (g = 980.6199 gals.).
 CN2472
 CN2472.The modeled gravity was interpolated from observed gravity values.
 CN2472
 CN2472;                    North         East    Units  Estimated Accuracy
 CN2472;SPC AL W     -   238,860.      571,520.      MT  (+/- 180 meters Scaled)
 CN2472
 CN2472                          SUPERSEDED SURVEY CONTROL
 CN2472
 CN2472  NGVD 29 (??/??/92)   70.739  (m)          232.08   (f) ADJ UNCH    2 0
 CN2472
 CN2472.Superseded values are not recommended for survey control.
 CN2472.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2472.See file dsdata.txt to determine how the superseded data were derived.
 CN2472
 CN2472_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA243578(NAD 83)
 CN2472_MARKER: DB = BENCH MARK DISK
 CN2472_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2472_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2472_STAMPING: E 371 1951
 CN2472_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2472+STABILITY: SURFACE MOTION
 CN2472
 CN2472  HISTORY     - Date     Condition        Report By
 CN2472  HISTORY     - 1951     MONUMENTED       CGS
 CN2472
 CN2472                          STATION DESCRIPTION
 CN2472
 CN2472'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2472'5.25 MI NW FROM WAYNE.
 CN2472'ABOUT 3.65 MILES NORTH ALONG U.S. HIGHWAY 43 FROM THE ROAD JUNCTION AT
 CN2472'WAYNE, THENCE ABOUT 0.9 MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 CN2472'ABOUT 0.7 MILE SOUTHWEST ALONG A GRADED FARM ROAD, ON THE OUTSIDE OF A
 CN2472'SHORT CURVE WITH TANGENTS EXTENDING EAST AND SOUTHWEST, AT THE
 CN2472'JUNCTION OF A WOODS ROAD NORTHEAST, 23 FEET NORTHWEST AND ACROSS WOODS
 CN2472'ROAD FROM CENTER LINE OF ROAD, 7 FEET NORTHWEST OF CENTER LINE OF DIM
 CN2472'ROAD, 40 FEET SOUTHWEST OF A TRIANGULAR BLAZED 12-INCH OAK TREE, 2
 CN2472'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD
 CN2472'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2361 ***********************************************************************
 CN2361  DESIGNATION -  E 372
 CN2361  PID         -  CN2361
 CN2361  STATE/COUNTY-  AL/MARENGO
 CN2361  USGS QUAD   -  THOMASTON WEST (1986)
 CN2361
 CN2361                         *CURRENT SURVEY CONTROL
 CN2361  ___________________________________________________________________
 CN2361* NAD 83(1986)-  32 15 53.     (N)    087 38 21.     (W)     SCALED    
 CN2361* NAVD 88     -        43.511  (meters)     142.75   (feet)  ADJUSTED  
 CN2361  ___________________________________________________________________
 CN2361  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CN2361  DYNAMIC HT  -          43.460 (meters)     142.59  (feet)  COMP
 CN2361  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 CN2361
 CN2361  VERT ORDER  -  SECOND    CLASS 0
 CN2361
 CN2361.The horizontal coordinates were scaled from a topographic map and have
 CN2361.an estimated accuracy of +/- 6 seconds.
 CN2361
 CN2361.The orthometric height was determined by differential leveling
 CN2361.and adjusted by the National Geodetic Survey in June 1991..
 CN2361
 CN2361.The geoid height was determined by GEOID03.
 CN2361
 CN2361.The dynamic height is computed by dividing the NAVD 88
 CN2361.geopotential number by the normal gravity value computed on the
 CN2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2361.degrees latitude (g = 980.6199 gals.).
 CN2361
 CN2361.The modeled gravity was interpolated from observed gravity values.
 CN2361
 CN2361;                    North         East    Units  Estimated Accuracy
 CN2361;SPC AL W     -   251,090.      586,890.      MT  (+/- 180 meters Scaled)
 CN2361
 CN2361                          SUPERSEDED SURVEY CONTROL
 CN2361
 CN2361  NGVD 29 (??/??/92)   43.473  (m)          142.63   (f) ADJ UNCH    2 0
 CN2361
 CN2361.Superseded values are not recommended for survey control.
 CN2361.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2361.See file dsdata.txt to determine how the superseded data were derived.
 CN2361
 CN2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA398699(NAD 83)
 CN2361_MARKER: DB = BENCH MARK DISK
 CN2361_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2361_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2361_STAMPING: E 372 1951
 CN2361_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2361+STABILITY: SURFACE MOTION
 CN2361
 CN2361  HISTORY     - Date     Condition        Report By
 CN2361  HISTORY     - 1951     MONUMENTED       CGS
 CN2361
 CN2361                          STATION DESCRIPTION
 CN2361
 CN2361'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2361'0.8 MI W FROM THOMASTON.
 CN2361'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 28 FROM THE INTERSECTION OF
 CN2361'STATE HIGHWAY 99 AT THOMASTON, ABOUT 0.15 MILE WEST OF THE WEST END OF
 CN2361'A 250-FOOT WOODEN BRIDGE OVER A CREEK, AT THE JUNCTION OF THE EAST ONE
 CN2361'OF TWO DRIVES NORTH TO A WHITE FARM HOUSE, 60 FEET NORTH OF CENTER
 CN2361'LINE OF HIGHWAY, 107 FEET NORTHEAST OF EAST END OF A 20-INCH PIPE
 CN2361'CULVERT UNDER EAST DRIVE, 16 1/2 FEET WEST OF A POWER POLE, 1 FOOT
 CN2361'SOUTH OF A FENCE LINE, ABOUT 2 FEET BELOW LEVEL OF HIGHWAY AND SET IN
 CN2361'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2514 ***********************************************************************
 CN2514  DESIGNATION -  E 373
 CN2514  PID         -  CN2514
 CN2514  STATE/COUNTY-  AL/MARENGO
 CN2514  USGS QUAD   -  SURGINER (1978)
 CN2514
 CN2514                         *CURRENT SURVEY CONTROL
 CN2514  ___________________________________________________________________
 CN2514* NAD 83(1986)-  32 04 32.     (N)    087 39 19.     (W)     SCALED    
 CN2514* NAVD 88     -        56.162  (meters)     184.26   (feet)  ADJUSTED  
 CN2514  ___________________________________________________________________
 CN2514  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CN2514  DYNAMIC HT  -          56.096 (meters)     184.04  (feet)  COMP
 CN2514  MODELED GRAV-     979,458.0   (mgal)                       NAVD 88
 CN2514
 CN2514  VERT ORDER  -  SECOND    CLASS 0
 CN2514
 CN2514.The horizontal coordinates were scaled from a topographic map and have
 CN2514.an estimated accuracy of +/- 6 seconds.
 CN2514
 CN2514.The orthometric height was determined by differential leveling
 CN2514.and adjusted by the National Geodetic Survey in June 1991..
 CN2514
 CN2514.The geoid height was determined by GEOID03.
 CN2514
 CN2514.The dynamic height is computed by dividing the NAVD 88
 CN2514.geopotential number by the normal gravity value computed on the
 CN2514.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2514.degrees latitude (g = 980.6199 gals.).
 CN2514
 CN2514.The modeled gravity was interpolated from observed gravity values.
 CN2514
 CN2514;                    North         East    Units  Estimated Accuracy
 CN2514;SPC AL W     -   230,110.      585,340.      MT  (+/- 180 meters Scaled)
 CN2514
 CN2514                          SUPERSEDED SURVEY CONTROL
 CN2514
 CN2514  NGVD 29 (??/??/92)   56.127  (m)          184.14   (f) ADJ UNCH    2 0
 CN2514
 CN2514.Superseded values are not recommended for survey control.
 CN2514.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2514.See file dsdata.txt to determine how the superseded data were derived.
 CN2514
 CN2514_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA381489(NAD 83)
 CN2514_MARKER: DB = BENCH MARK DISK
 CN2514_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2514_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2514_STAMPING: E 373 1951
 CN2514_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2514+STABILITY: SURFACE MOTION
 CN2514
 CN2514  HISTORY     - Date     Condition        Report By
 CN2514  HISTORY     - 1951     MONUMENTED       CGS
 CN2514  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN2514
 CN2514                          STATION DESCRIPTION
 CN2514
 CN2514'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2514'3.3 MI SE FROM MAGNOLIA.
 CN2514'ABOUT 2.65 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 CN2514'FROM THE STATION AT MAGNOLIA, THENCE ABOUT 0.65 MILE SOUTH ALONG STATE
 CN2514'HIGHWAY 99, ABOUT 2.7 MILES NORTH ALONG STATE HIGHWAY 99 FROM THE
 CN2514'JUNCTION OF STATE HIGHWAY 10 AT VINELAND, AT A GRAVEL CROSSROAD, 52
 CN2514'FEET EAST OF CENTER LINE OF HIGHWAY, 30 FEET NORTHEAST OF CENTER LINE
 CN2514'OF ROAD SOUTHEAST, 119 FEET NORTH AND ACROSS ROAD SOUTHEAST FROM A DUG
 CN2514'WELL, 15 1/2 FEET NORTHEAST OF A STOP SIGN, 2 FEET NORTH OF A WHITE
 CN2514'WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 CN2514'CONCRETE POST PROJECTING 2 INCHES.
 CN2514
 CN2514                          STATION RECOVERY (1975)
 CN2514
 CN2514'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN2514'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2339 ***********************************************************************
 CN2339  DESIGNATION -  E 374
 CN2339  PID         -  CN2339
 CN2339  STATE/COUNTY-  AL/MARENGO
 CN2339  USGS QUAD   -  THOMASTON WEST (1986)
 CN2339
 CN2339                         *CURRENT SURVEY CONTROL
 CN2339  ___________________________________________________________________
 CN2339* NAD 83(1986)-  32 19 17.     (N)    087 37 49.     (W)     SCALED    
 CN2339* NAVD 88     -        42.622  (meters)     139.84   (feet)  ADJUSTED  
 CN2339  ___________________________________________________________________
 CN2339  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CN2339  DYNAMIC HT  -          42.572 (meters)     139.67  (feet)  COMP
 CN2339  MODELED GRAV-     979,478.7   (mgal)                       NAVD 88
 CN2339
 CN2339  VERT ORDER  -  SECOND    CLASS 0
 CN2339
 CN2339.The horizontal coordinates were scaled from a topographic map and have
 CN2339.an estimated accuracy of +/- 6 seconds.
 CN2339
 CN2339.The orthometric height was determined by differential leveling
 CN2339.and adjusted by the National Geodetic Survey in June 1991..
 CN2339
 CN2339.The geoid height was determined by GEOID03.
 CN2339
 CN2339.The dynamic height is computed by dividing the NAVD 88
 CN2339.geopotential number by the normal gravity value computed on the
 CN2339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2339.degrees latitude (g = 980.6199 gals.).
 CN2339
 CN2339.The modeled gravity was interpolated from observed gravity values.
 CN2339
 CN2339;                    North         East    Units  Estimated Accuracy
 CN2339;SPC AL W     -   257,370.      587,730.      MT  (+/- 180 meters Scaled)
 CN2339
 CN2339                          SUPERSEDED SURVEY CONTROL
 CN2339
 CN2339  NGVD 29 (??/??/92)   42.583  (m)          139.71   (f) ADJ UNCH    2 0
 CN2339
 CN2339.Superseded values are not recommended for survey control.
 CN2339.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2339.See file dsdata.txt to determine how the superseded data were derived.
 CN2339
 CN2339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA406762(NAD 83)
 CN2339_MARKER: DB = BENCH MARK DISK
 CN2339_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2339_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2339_STAMPING: E 374 1951
 CN2339_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2339+STABILITY: SURFACE MOTION
 CN2339
 CN2339  HISTORY     - Date     Condition        Report By
 CN2339  HISTORY     - 1951     MONUMENTED       CGS
 CN2339
 CN2339                          STATION DESCRIPTION
 CN2339
 CN2339'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2339'2.1 MI S FROM DAYTON.
 CN2339'ABOUT 2.1 MILES SOUTH ALONG STATE HIGHWAY 99 FROM THE POST OFFICE AT
 CN2339'DAYTON, BETWEEN TWO CONCRETE BRIDGES, AT THE JUNCTION OF A DRIVE WEST
 CN2339'TO A LARGE PASTURE, 75 FEET WEST OF CENTER LINE OF HIGHWAY, 17 FEET
 CN2339'SOUTH OF CENTER LINE OF DRIVE, 205 FEET NORTHWEST OF NORTHWEST CORNER
 CN2339'OF SOUTH BRIDGE, 173 FEET SOUTHWEST OF SOUTHWEST CORNER OF NORTH
 CN2339'BRIDGE, 1 FOOT EAST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN
 CN2339'WITNESS POST, ABOUT 6 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF
 CN2339'A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2312 ***********************************************************************
 CN2312  DESIGNATION -  E 375
 CN2312  PID         -  CN2312
 CN2312  STATE/COUNTY-  AL/MARENGO
 CN2312  USGS QUAD   -  OLD SPRING HILL (1970)
 CN2312
 CN2312                         *CURRENT SURVEY CONTROL
 CN2312  ___________________________________________________________________
 CN2312* NAD 83(1986)-  32 25 21.     (N)    087 45 37.     (W)     SCALED    
 CN2312* NAVD 88     -        73.844  (meters)     242.27   (feet)  ADJUSTED  
 CN2312  ___________________________________________________________________
 CN2312  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CN2312  DYNAMIC HT  -          73.758 (meters)     241.99  (feet)  COMP
 CN2312  MODELED GRAV-     979,482.1   (mgal)                       NAVD 88
 CN2312
 CN2312  VERT ORDER  -  SECOND    CLASS 0
 CN2312
 CN2312.The horizontal coordinates were scaled from a topographic map and have
 CN2312.an estimated accuracy of +/- 6 seconds.
 CN2312
 CN2312.The orthometric height was determined by differential leveling
 CN2312.and adjusted by the National Geodetic Survey in June 1991..
 CN2312
 CN2312.The geoid height was determined by GEOID03.
 CN2312
 CN2312.The dynamic height is computed by dividing the NAVD 88
 CN2312.geopotential number by the normal gravity value computed on the
 CN2312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2312.degrees latitude (g = 980.6199 gals.).
 CN2312
 CN2312.The modeled gravity was interpolated from observed gravity values.
 CN2312
 CN2312;                    North         East    Units  Estimated Accuracy
 CN2312;SPC AL W     -   268,600.      575,520.      MT  (+/- 180 meters Scaled)
 CN2312
 CN2312                          SUPERSEDED SURVEY CONTROL
 CN2312
 CN2312  NGVD 29 (??/??/92)   73.808  (m)          242.15   (f) ADJ UNCH    2 0
 CN2312
 CN2312.Superseded values are not recommended for survey control.
 CN2312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2312.See file dsdata.txt to determine how the superseded data were derived.
 CN2312
 CN2312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA285875(NAD 83)
 CN2312_MARKER: DB = BENCH MARK DISK
 CN2312_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2312_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2312_STAMPING: E 375 1951
 CN2312_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2312+STABILITY: SURFACE MOTION
 CN2312
 CN2312  HISTORY     - Date     Condition        Report By
 CN2312  HISTORY     - 1951     MONUMENTED       CGS
 CN2312
 CN2312                          STATION DESCRIPTION
 CN2312
 CN2312'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2312'1.35 MI SE FROM SPRING HILL.
 CN2312'ABOUT 0.35 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION AT
 CN2312'SPRING HILL, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A GRADED DIRT ROAD,
 CN2312'AT THE JUNCTION OF A DIM WOODS ROAD NORTHEAST AND AT A CATTLE PEN WITH
 CN2312'LOADING CHUTE, 30 FEET NORTHEAST OF CENTER LINE OF ROAD, 33 FEET
 CN2312'SOUTHEAST OF CENTER LINE OF DIM ROAD, 8 FEET SOUTHWEST OF SOUTH CORNER
 CN2312'OF CATTLE PEN, 24 FEET NORTHWEST OF A 14-INCH OAK TREE WHICH IS IN
 CN2312'FENCE LINE, 1 FOOT SOUTHWEST OF A FENCE LINE, ABOUT LEVEL WITH ROAD
 CN2312'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2337 ***********************************************************************
 CN2337  DESIGNATION -  E 376
 CN2337  PID         -  CN2337
 CN2337  STATE/COUNTY-  AL/MARENGO
 CN2337  USGS QUAD   -  THOMASTON WEST (1986)
 CN2337
 CN2337                         *CURRENT SURVEY CONTROL
 CN2337  ___________________________________________________________________
 CN2337* NAD 83(1986)-  32 20 45.     (N)    087 38 24.     (W)     SCALED    
 CN2337* NAVD 88     -        72.049  (meters)     236.38   (feet)  ADJUSTED  
 CN2337  ___________________________________________________________________
 CN2337  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CN2337  DYNAMIC HT  -          71.965 (meters)     236.11  (feet)  COMP
 CN2337  MODELED GRAV-     979,480.9   (mgal)                       NAVD 88
 CN2337
 CN2337  VERT ORDER  -  SECOND    CLASS 0
 CN2337
 CN2337.The horizontal coordinates were scaled from a topographic map and have
 CN2337.an estimated accuracy of +/- 6 seconds.
 CN2337
 CN2337.The orthometric height was determined by differential leveling
 CN2337.and adjusted by the National Geodetic Survey in June 1991..
 CN2337
 CN2337.The geoid height was determined by GEOID03.
 CN2337
 CN2337.The dynamic height is computed by dividing the NAVD 88
 CN2337.geopotential number by the normal gravity value computed on the
 CN2337.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2337.degrees latitude (g = 980.6199 gals.).
 CN2337
 CN2337.The modeled gravity was interpolated from observed gravity values.
 CN2337
 CN2337;                    North         East    Units  Estimated Accuracy
 CN2337;SPC AL W     -   260,080.      586,820.      MT  (+/- 180 meters Scaled)
 CN2337
 CN2337                          SUPERSEDED SURVEY CONTROL
 CN2337
 CN2337  NGVD 29 (??/??/92)   72.008  (m)          236.25   (f) ADJ UNCH    2 0
 CN2337
 CN2337.Superseded values are not recommended for survey control.
 CN2337.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2337.See file dsdata.txt to determine how the superseded data were derived.
 CN2337
 CN2337_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA397789(NAD 83)
 CN2337_MARKER: DB = BENCH MARK DISK
 CN2337_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2337_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2337_STAMPING: E 376 1952
 CN2337_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2337+STABILITY: SURFACE MOTION
 CN2337
 CN2337  HISTORY     - Date     Condition        Report By
 CN2337  HISTORY     - 1952     MONUMENTED       CGS
 CN2337
 CN2337                          STATION DESCRIPTION
 CN2337
 CN2337'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2337'0.35 MI S FROM DAYTON.
 CN2337'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 99 FROM THE POST OFFICE AT
 CN2337'DAYTON, ABOUT 0.25 MILE SOUTHEAST OF A LARGE WHITE CHURCH, WEST AND
 CN2337'ACROSS HIGHWAY FROM AN UNPAINTED CHURCH, AT THE JUNCTION OF A GRAVEL
 CN2337'ROAD SOUTHWEST, 50 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 27 FEET
 CN2337'NORTHWEST OF CENTER LINE OF GRAVEL ROAD, 6 1/2 FEET NORTHWEST OF A
 CN2337'FENCE CORNER, 1 FOOT NORTHEAST OF A FENCE LINE, 2 FEET SOUTHEAST OF A
 CN2337'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF HIGHWAY AND SET
 CN2337'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1934 ***********************************************************************
 CN1934  DESIGNATION -  E 377
 CN1934  PID         -  CN1934
 CN1934  STATE/COUNTY-  AL/PERRY
 CN1934  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN1934
 CN1934                         *CURRENT SURVEY CONTROL
 CN1934  ___________________________________________________________________
 CN1934* NAD 83(1986)-  32 24 21.     (N)    087 26 02.     (W)     SCALED    
 CN1934* NAVD 88     -        74.914  (meters)     245.78   (feet)  ADJUSTED  
 CN1934  ___________________________________________________________________
 CN1934  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CN1934  DYNAMIC HT  -          74.828 (meters)     245.50  (feet)  COMP
 CN1934  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CN1934
 CN1934  VERT ORDER  -  SECOND    CLASS 0
 CN1934
 CN1934.The horizontal coordinates were scaled from a topographic map and have
 CN1934.an estimated accuracy of +/- 6 seconds.
 CN1934
 CN1934.The orthometric height was determined by differential leveling
 CN1934.and adjusted by the National Geodetic Survey in June 1991..
 CN1934
 CN1934.The geoid height was determined by GEOID03.
 CN1934
 CN1934.The dynamic height is computed by dividing the NAVD 88
 CN1934.geopotential number by the normal gravity value computed on the
 CN1934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1934.degrees latitude (g = 980.6199 gals.).
 CN1934
 CN1934.The modeled gravity was interpolated from observed gravity values.
 CN1934
 CN1934;                    North         East    Units  Estimated Accuracy
 CN1934;SPC AL W     -   266,730.      606,220.      MT  (+/- 180 meters Scaled)
 CN1934
 CN1934                          SUPERSEDED SURVEY CONTROL
 CN1934
 CN1934  NGVD 29 (??/??/92)   74.857  (m)          245.59   (f) ADJ UNCH    2 0
 CN1934
 CN1934.Superseded values are not recommended for survey control.
 CN1934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1934.See file dsdata.txt to determine how the superseded data were derived.
 CN1934
 CN1934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA591855(NAD 83)
 CN1934_MARKER: DB = BENCH MARK DISK
 CN1934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1934_STAMPING: E 377 1952
 CN1934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1934+STABILITY: SURFACE MOTION
 CN1934
 CN1934  HISTORY     - Date     Condition        Report By
 CN1934  HISTORY     - 1952     MONUMENTED       CGS
 CN1934
 CN1934                          STATION DESCRIPTION
 CN1934
 CN1934'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN1934'5.6 MI SE FROM UNIONTOWN.
 CN1934'ABOUT 3.65 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SOUTHERN
 CN1934'RAILWAY STATION AT UNIONTOWN, THENCE ABOUT 1.95 MILES EAST ALONG A
 CN1934'GRAVEL ROAD, ABOUT 0.7 MILE WEST OF A CHURCH, ABOUT 1.0 MILE EAST OF A
 CN1934'SCHOOL AND JUNCTION OF A ROAD SOUTH, ABOUT 0.25 MILE EAST OF A ROAD
 CN1934'NORTH, AT THE JUNCTION OF A DRIVE NORTH TO A CULTIVATED FIELD, 20 FEET
 CN1934'NORTH OF CENTER LINE OF ROAD, 86 FEET NORTHEAST AND ACROSS ROAD FROM A
 CN1934'POWER POLE, 11 FEET EAST OF CENTER LINE OF DRIVE, 1 FOOT SOUTH OF A
 CN1934'FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CN1934'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1935 ***********************************************************************
 CN1935  DESIGNATION -  E 377 RESET
 CN1935  PID         -  CN1935
 CN1935  STATE/COUNTY-  AL/PERRY
 CN1935  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN1935
 CN1935                         *CURRENT SURVEY CONTROL
 CN1935  ___________________________________________________________________
 CN1935* NAD 83(1986)-  32 24 21.     (N)    087 26 02.     (W)     SCALED    
 CN1935* NAVD 88     -        75.12   (meters)     246.5    (feet)  RESET     
 CN1935  ___________________________________________________________________
 CN1935  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CN1935
 CN1935  VERT ORDER  -  THIRD
 CN1935
 CN1935.The horizontal coordinates were scaled from a topographic map and have
 CN1935.an estimated accuracy of +/- 6 seconds.
 CN1935
 CN1935.The orthometric height was computed from unverified reset data.
 CN1935
 CN1935.The geoid height was determined by GEOID03.
 CN1935
 CN1935;                    North         East    Units  Estimated Accuracy
 CN1935;SPC AL W     -   266,730.      606,220.      MT  (+/- 180 meters Scaled)
 CN1935
 CN1935                          SUPERSEDED SURVEY CONTROL
 CN1935
 CN1935  NGVD 29 (??/??/??)   75.06   (m)          246.3    (f) RESET       3  
 CN1935
 CN1935.Superseded values are not recommended for survey control.
 CN1935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1935.See file dsdata.txt to determine how the superseded data were derived.
 CN1935
 CN1935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA591855(NAD 83)
 CN1935_MARKER: DB = BENCH MARK DISK
 CN1935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1935_STAMPING: E 377 1952 RESET 1956
 CN1935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1935+STABILITY: SURFACE MOTION
 CN1935
 CN1935  HISTORY     - Date     Condition        Report By
 CN1935  HISTORY     - 1956     MONUMENTED       CGS
 CN1935
 CN1935                          STATION DESCRIPTION
 CN1935
 CN1935'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CN1935'5.75 MI SE FROM UNIONTOWN.
 CN1935'3.8 MILES SOUTHEAST ALONG THE BLACK TOPPED ROAD FROM THE SOUTHERN
 CN1935'RAILROAD STATION IN UNIONTOWN, THENCE 1.95 MILES EAST ALONG A BLACK
 CN1935'TOPPED ROAD, ABOUT 0.7 MILE WEST OF A CHURCH AND 0.1 MILE EAST OF A
 CN1935'ROAD LEADING NORTH AND AT THE SOUTH EDGE OF A CULTIVATED FIELD.  116
 CN1935'FEET NORTHEAST AND ACROSS THE ROAD FROM A POWER POLE, 39 FEET NORTH OF
 CN1935'THE CENTER LINE OF THE ROAD, 13 FEET EAST OF A FIELD ROAD LEADING
 CN1935'NORTH, AND 1.0 FOOT SOUTH OF A FENCE LINE AND LEVEL WITH THE ROAD.  A
 CN1935'STANDARD DISK, STAMPED E 377 1952 RESET 1956 AND SET IN THE TOP OF A
 CN1935'ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0704 ***********************************************************************
 CM0704  DESIGNATION -  E 378
 CM0704  PID         -  CM0704
 CM0704  STATE/COUNTY-  AL/LEE
 CM0704  USGS QUAD   -  BLEECKER (1973)
 CM0704
 CM0704                         *CURRENT SURVEY CONTROL
 CM0704  ___________________________________________________________________
 CM0704* NAD 83(1986)-  32 30 36.     (N)    085 11 03.     (W)     SCALED    
 CM0704* NAVD 88     -       118.023  (meters)     387.21   (feet)  ADJUSTED  
 CM0704  ___________________________________________________________________
 CM0704  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CM0704  DYNAMIC HT  -         117.886 (meters)     386.76  (feet)  COMP
 CM0704  MODELED GRAV-     979,480.4   (mgal)                       NAVD 88
 CM0704
 CM0704  VERT ORDER  -  SECOND    CLASS 0
 CM0704
 CM0704.The horizontal coordinates were scaled from a topographic map and have
 CM0704.an estimated accuracy of +/- 6 seconds.
 CM0704
 CM0704.The orthometric height was determined by differential leveling
 CM0704.and adjusted by the National Geodetic Survey in June 1991..
 CM0704
 CM0704.The geoid height was determined by GEOID03.
 CM0704
 CM0704.The dynamic height is computed by dividing the NAVD 88
 CM0704.geopotential number by the normal gravity value computed on the
 CM0704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0704.degrees latitude (g = 980.6199 gals.).
 CM0704
 CM0704.The modeled gravity was interpolated from observed gravity values.
 CM0704
 CM0704;                    North         East    Units  Estimated Accuracy
 CM0704;SPC AL E     -   223,040.      261,000.      MT  (+/- 180 meters Scaled)
 CM0704
 CM0704                          SUPERSEDED SURVEY CONTROL
 CM0704
 CM0704  NGVD 29 (??/??/92)  118.019  (m)          387.20   (f) ADJ UNCH    2 0
 CM0704
 CM0704.Superseded values are not recommended for survey control.
 CM0704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0704.See file dsdata.txt to determine how the superseded data were derived.
 CM0704
 CM0704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA705984(NAD 83)
 CM0704_MARKER: DB = BENCH MARK DISK
 CM0704_SETTING: 66 = SET IN ROCK OUTCROP
 CM0704_SP_SET: ROCK OUTCROP
 CM0704_STAMPING: E 378 1952
 CM0704_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CM0704+STABILITY: POSITION/ELEVATION WELL
 CM0704
 CM0704  HISTORY     - Date     Condition        Report By
 CM0704  HISTORY     - 1952     MONUMENTED       CGS
 CM0704
 CM0704                          STATION DESCRIPTION
 CM0704
 CM0704'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0704'0.7 MI W FROM J C MEADOWS CROSSROAD.
 CM0704'ABOUT 0.7 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSROAD
 CM0704'AT J.C. MEADOWS CROSSROAD, AT A 95-FOOT CONCRETE AND STEEL BRIDGE
 CM0704'OVER LITTLE UCHEE CREEK, IN THE TOP OF A FLAT OUTCROP OF ROCK,
 CM0704'76 FEET NORTH OF CENTER LINE OF ROAD, 83 FEET NORTHEAST OF NORTHEAST
 CM0704'CORNER OF BRIDGE, 38 1/2 FEET WEST OF CENTER OF A BOARD GATE
 CM0704'ACROSS A DIM ROAD NORTHWEST, 1 FOOT SOUTH OF A FENCE LINE, 24
 CM0704'FEET EAST OF A 12-INCH TWIN PINE TREE WHICH IS IN FENCE LINE,
 CM0704'AND ABOUT 2 FEET BELOW LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0983 ***********************************************************************
 CM0983  DESIGNATION -  E 379
 CM0983  PID         -  CM0983
 CM0983  STATE/COUNTY-  AL/RUSSELL
 CM0983  USGS QUAD   -  HATCHECHUBBEE (1985)
 CM0983
 CM0983                         *CURRENT SURVEY CONTROL
 CM0983  ___________________________________________________________________
 CM0983* NAD 83(1986)-  32 21 25.     (N)    085 19 10.     (W)     SCALED    
 CM0983* NAVD 88     -       151.130  (meters)     495.83   (feet)  ADJUSTED  
 CM0983  ___________________________________________________________________
 CM0983  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CM0983  DYNAMIC HT  -         150.955 (meters)     495.26  (feet)  COMP
 CM0983  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 CM0983
 CM0983  VERT ORDER  -  SECOND    CLASS 0
 CM0983
 CM0983.The horizontal coordinates were scaled from a topographic map and have
 CM0983.an estimated accuracy of +/- 6 seconds.
 CM0983
 CM0983.The orthometric height was determined by differential leveling
 CM0983.and adjusted by the National Geodetic Survey in June 1991..
 CM0983
 CM0983.The geoid height was determined by GEOID03.
 CM0983
 CM0983.The dynamic height is computed by dividing the NAVD 88
 CM0983.geopotential number by the normal gravity value computed on the
 CM0983.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0983.degrees latitude (g = 980.6199 gals.).
 CM0983
 CM0983.The modeled gravity was interpolated from observed gravity values.
 CM0983
 CM0983;                    North         East    Units  Estimated Accuracy
 CM0983;SPC AL E     -   206,000.      248,370.      MT  (+/- 180 meters Scaled)
 CM0983
 CM0983                          SUPERSEDED SURVEY CONTROL
 CM0983
 CM0983  NGVD 29 (??/??/92)  151.128  (m)          495.83   (f) ADJ UNCH    2 0
 CM0983
 CM0983.Superseded values are not recommended for survey control.
 CM0983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0983.See file dsdata.txt to determine how the superseded data were derived.
 CM0983
 CM0983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA581812(NAD 83)
 CM0983_MARKER: DB = BENCH MARK DISK
 CM0983_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0983_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0983_STAMPING: E 379 1952
 CM0983_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0983+STABILITY: SURFACE MOTION
 CM0983
 CM0983  HISTORY     - Date     Condition        Report By
 CM0983  HISTORY     - 1952     MONUMENTED       CGS
 CM0983  HISTORY     - 1967     GOOD             NGS
 CM0983
 CM0983                          STATION DESCRIPTION
 CM0983
 CM0983'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CM0983'2.8 MI E FROM UCHEE.
 CM0983'ABOUT 2.75 MILES EAST ALONG A BLACK TOP ROAD FROM UCHEE, ABOUT 0.5
 CM0983'MILE WEST OF A ROAD NORTH, ABOUT 0.6 MILE EAST OF THE EAST ONE OF
 CM0983'TWO CHURCHES, AT THE JUNCTION OF A DIM ROAD SOUTH, 32 FEET EAST OF
 CM0983'THE CENTERLINE OF THE ROAD, 40 FEET SOUTH OF THE CENTER OF THE
 CM0983'BLACK TOP ROAD, 74 FEET EAST OF A POWER POLE, AND 1 FOOT SOUTH OF
 CM0983'A METAL WITNESS POST.  IT IS A STANDARD BENCH MARK DISK, SET IN THE
 CM0983'TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1066 ***********************************************************************
 EE1066  DESIGNATION -  E 38
 EE1066  PID         -  EE1066
 EE1066  STATE/COUNTY-  AL/CHEROKEE
 EE1066  USGS QUAD   -  CEDAR BLUFF (1986)
 EE1066
 EE1066                         *CURRENT SURVEY CONTROL
 EE1066  ___________________________________________________________________
 EE1066* NAD 83(1986)-  34 13 07.     (N)    085 36 29.     (W)     SCALED    
 EE1066* NAVD 88     -       180.739  (meters)     592.97   (feet)  ADJUSTED  
 EE1066  ___________________________________________________________________
 EE1066  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE1066  DYNAMIC HT  -         180.554 (meters)     592.37  (feet)  COMP
 EE1066  MODELED GRAV-     979,606.2   (mgal)                       NAVD 88
 EE1066
 EE1066  VERT ORDER  -  SECOND    CLASS 0
 EE1066
 EE1066.The horizontal coordinates were scaled from a topographic map and have
 EE1066.an estimated accuracy of +/- 6 seconds.
 EE1066
 EE1066.The orthometric height was determined by differential leveling
 EE1066.and adjusted by the National Geodetic Survey in June 1991..
 EE1066
 EE1066.The geoid height was determined by GEOID03.
 EE1066
 EE1066.The dynamic height is computed by dividing the NAVD 88
 EE1066.geopotential number by the normal gravity value computed on the
 EE1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1066.degrees latitude (g = 980.6199 gals.).
 EE1066
 EE1066.The modeled gravity was interpolated from observed gravity values.
 EE1066
 EE1066;                    North         East    Units  Estimated Accuracy
 EE1066;SPC AL E     -   412,380.      220,760.      MT  (+/- 180 meters Scaled)
 EE1066
 EE1066                          SUPERSEDED SURVEY CONTROL
 EE1066
 EE1066  NGVD 29 (??/??/92)  180.706  (m)          592.87   (f) ADJ UNCH    2 0
 EE1066
 EE1066.Superseded values are not recommended for survey control.
 EE1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1066.See file dsdata.txt to determine how the superseded data were derived.
 EE1066
 EE1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC282872(NAD 83)
 EE1066_MARKER: DB = BENCH MARK DISK
 EE1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1066_STAMPING: E 38 1934
 EE1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1066+STABILITY: SURFACE MOTION
 EE1066
 EE1066  HISTORY     - Date     Condition        Report By
 EE1066  HISTORY     - 1934     MONUMENTED       CGS
 EE1066  HISTORY     - 1947     GOOD             NGS
 EE1066
 EE1066                          STATION DESCRIPTION
 EE1066
 EE1066'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE1066'AT CEDAR BLUFF.
 EE1066'AT CEDAR BLUFF, ABOUT 0.1 MILE WEST OF THE SOUTHERN RAILWAY
 EE1066'STATION, AT THE GRADE CROSSING OF STATE HIGHWAY 75, ABOUT 1 1/2
 EE1066'BLOCKS NORTH OF CEDAR BLUFF BANK BUILDING, 19.3 FEET SOUTH OF
 EE1066'THE SOUTH RAIL, 30.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 EE1066'44 FEET NORTH OF A WIRE FENCE CORNER, IN LINE WITH A ROW OF
 EE1066'TELEGRAPH POLES, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST,
 EE1066'ABOUT 1/2 FOOT BELOW THE CROSSING AND SET IN THE TOP OF A CONCRETE
 EE1066'POST ABOUT 1 FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0968 ***********************************************************************
 CM0968  DESIGNATION -  E 380
 CM0968  PID         -  CM0968
 CM0968  STATE/COUNTY-  AL/RUSSELL
 CM0968  USGS QUAD   -  CRAWFORD (1984)
 CM0968
 CM0968                         *CURRENT SURVEY CONTROL
 CM0968  ___________________________________________________________________
 CM0968* NAD 83(1986)-  32 23 29.     (N)    085 10 05.     (W)     SCALED    
 CM0968* NAVD 88     -       110.534  (meters)     362.64   (feet)  ADJUSTED  
 CM0968  ___________________________________________________________________
 CM0968  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CM0968  DYNAMIC HT  -         110.406 (meters)     362.22  (feet)  COMP
 CM0968  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 CM0968
 CM0968  VERT ORDER  -  SECOND    CLASS 0
 CM0968
 CM0968.The horizontal coordinates were scaled from a topographic map and have
 CM0968.an estimated accuracy of +/- 6 seconds.
 CM0968
 CM0968.The orthometric height was determined by differential leveling
 CM0968.and adjusted by the National Geodetic Survey in June 1991..
 CM0968
 CM0968.The geoid height was determined by GEOID03.
 CM0968
 CM0968.The dynamic height is computed by dividing the NAVD 88
 CM0968.geopotential number by the normal gravity value computed on the
 CM0968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0968.degrees latitude (g = 980.6199 gals.).
 CM0968
 CM0968.The modeled gravity was interpolated from observed gravity values.
 CM0968
 CM0968;                    North         East    Units  Estimated Accuracy
 CM0968;SPC AL E     -   209,900.      262,590.      MT  (+/- 180 meters Scaled)
 CM0968
 CM0968                          SUPERSEDED SURVEY CONTROL
 CM0968
 CM0968  NGVD 29 (??/??/92)  110.543  (m)          362.67   (f) ADJ UNCH    2 0
 CM0968
 CM0968.Superseded values are not recommended for survey control.
 CM0968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0968.See file dsdata.txt to determine how the superseded data were derived.
 CM0968
 CM0968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA723852(NAD 83)
 CM0968_MARKER: DB = BENCH MARK DISK
 CM0968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0968_STAMPING: E 380 1952
 CM0968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0968+STABILITY: SURFACE MOTION
 CM0968
 CM0968  HISTORY     - Date     Condition        Report By
 CM0968  HISTORY     - 1952     MONUMENTED       CGS
 CM0968
 CM0968                          STATION DESCRIPTION
 CM0968
 CM0968'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0968'11.2 MI SW FROM PHENIX CITY.
 CM0968'ABOUT 11.25 MILES SOUTHWEST ALONG A BLACK TOP ROAD (SANDFORT ROAD
 CM0968'EXTENDED) FROM ITS JUNCTION WITH 9TH AVENUE AT PHENIX CITY, ABOUT
 CM0968'0.5 MILE SOUTHWEST OF A CHURCH AND CEMETERY, ABOUT 0.3 MILE
 CM0968'NORTHEAST OF JUNCTION OF A BLACK TOP ROAD NORTH TO CRAWFORD AND A
 CM0968'ROAD NOW UNDER CONSTRUCTION LEADING TO SEALE, AT HUGULEYS GROCERY
 CM0968'AND AT THE JUNCTION OF A GRAVEL ROAD NORTHWEST, 45 FEET NORTHWEST
 CM0968'OF CENTER LINE OF ROAD, 91 FEET SOUTHWEST OF CENTER LINE OF ROAD
 CM0968'NORTHWEST, 29 FEET SOUTH-SOUTHWEST OF SOUTHWEST CORNER OF BRICK
 CM0968'CHIMNEY TO STORE, 3 FEET SOUTHEAST OF A FENCE LINE, 2 FEET NORTH
 CM0968'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF ROAD
 CM0968'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CM0968'NOTE-- MARK MAY BE REACHED FROM THE ROAD JUNCTION AND STORE AT
 CM0968'SANDFORT BY GOING ABOUT 0.8 MILE SOUTHEAST ALONG A GRAVEL ROAD,
 CM0968'THENCE ABOUT 2.05 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE
 CM0968'ABOUT 2.35 MILES NORTHEAST ALONG A ROAD NOW UNDER CONSTRUCTION,
 CM0968'THENCE ABOUT 0.3 MILE NORTHEAST ALONG A BLACK TOP ROAD LEADING TO
 CM0968'PHENIX CITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0724 ***********************************************************************
 BT0724  DESIGNATION -  E 382
 BT0724  PID         -  BT0724
 BT0724  STATE/COUNTY-  AL/BARBOUR
 BT0724  USGS QUAD   -  BAKER HILL (1968)
 BT0724
 BT0724                         *CURRENT SURVEY CONTROL
 BT0724  ___________________________________________________________________
 BT0724* NAD 83(1986)-  31 50 34.     (N)    085 20 43.     (W)     SCALED    
 BT0724* NAVD 88     -       151.310  (meters)     496.42   (feet)  ADJUSTED  
 BT0724  ___________________________________________________________________
 BT0724  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BT0724  DYNAMIC HT  -         151.134 (meters)     495.85  (feet)  COMP
 BT0724  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 BT0724
 BT0724  VERT ORDER  -  SECOND    CLASS 0
 BT0724
 BT0724.The horizontal coordinates were scaled from a topographic map and have
 BT0724.an estimated accuracy of +/- 6 seconds.
 BT0724
 BT0724.The orthometric height was determined by differential leveling
 BT0724.and adjusted by the National Geodetic Survey in June 1991..
 BT0724
 BT0724.The geoid height was determined by GEOID03.
 BT0724
 BT0724.The dynamic height is computed by dividing the NAVD 88
 BT0724.geopotential number by the normal gravity value computed on the
 BT0724.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0724.degrees latitude (g = 980.6199 gals.).
 BT0724
 BT0724.The modeled gravity was interpolated from observed gravity values.
 BT0724
 BT0724;                    North         East    Units  Estimated Accuracy
 BT0724;SPC AL E     -   148,980.      246,200.      MT  (+/- 180 meters Scaled)
 BT0724
 BT0724                          SUPERSEDED SURVEY CONTROL
 BT0724
 BT0724  NGVD 29 (??/??/92)  151.344  (m)          496.53   (f) ADJ UNCH    2 0
 BT0724
 BT0724.Superseded values are not recommended for survey control.
 BT0724.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0724.See file dsdata.txt to determine how the superseded data were derived.
 BT0724
 BT0724_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA565242(NAD 83)
 BT0724_MARKER: DB = BENCH MARK DISK
 BT0724_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0724_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0724_STAMPING: E 382 1952
 BT0724_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0724+STABILITY: SURFACE MOTION
 BT0724
 BT0724  HISTORY     - Date     Condition        Report By
 BT0724  HISTORY     - 1952     MONUMENTED       CGS
 BT0724
 BT0724                          STATION DESCRIPTION
 BT0724
 BT0724'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0724'5.4 MI NW FROM BAKERHILL.
 BT0724'ABOUT 5.45 MILES NORTHWEST ALONG A BLACK TOP ROAD AND A ROAD NOW
 BT0724'UNDER CONSTRUCTION FROM THE INTERSECTION OF STATE HIGHWAY 131
 BT0724'AT BAKERHILL, ABOUT 0.2 MILE NORTHWEST OF OLD JUDSON CHURCH AT
 BT0724'GAINO, ABOUT 2.05 MILES SOUTHEAST OF JUNCTION OF STATE HIGHWAY 30,
 BT0724'40 FEET NORTHEAST OF CENTER LINE OF ROAD, 1 FOOT SOUTHWEST OF A
 BT0724'FENCE LINE, 36 FEET NORTHWEST OF A FENCE CORNER, 20 FEET NORTH
 BT0724'OF CENTER LINE OF A DRIVE LEADING EAST, ABOUT LEVEL WITH ROAD AND
 BT0724'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0743 ***********************************************************************
 BT0743  DESIGNATION -  E 383
 BT0743  PID         -  BT0743
 BT0743  STATE/COUNTY-  AL/BARBOUR
 BT0743  USGS QUAD   -  EUFAULA SOUTH (1981)
 BT0743
 BT0743                         *CURRENT SURVEY CONTROL
 BT0743  ___________________________________________________________________
 BT0743* NAD 83(1986)-  31 49 14.     (N)    085 13 16.     (W)     SCALED    
 BT0743* NAVD 88     -       123.340  (meters)     404.66   (feet)  ADJUSTED  
 BT0743  ___________________________________________________________________
 BT0743  GEOID HEIGHT-         -26.18  (meters)                     GEOID03
 BT0743  DYNAMIC HT  -         123.196 (meters)     404.19  (feet)  COMP
 BT0743  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 BT0743
 BT0743  VERT ORDER  -  SECOND    CLASS 0
 BT0743
 BT0743.The horizontal coordinates were scaled from a topographic map and have
 BT0743.an estimated accuracy of +/- 6 seconds.
 BT0743
 BT0743.The orthometric height was determined by differential leveling
 BT0743.and adjusted by the National Geodetic Survey in June 1991..
 BT0743
 BT0743.The geoid height was determined by GEOID03.
 BT0743
 BT0743.The dynamic height is computed by dividing the NAVD 88
 BT0743.geopotential number by the normal gravity value computed on the
 BT0743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0743.degrees latitude (g = 980.6199 gals.).
 BT0743
 BT0743.The modeled gravity was interpolated from observed gravity values.
 BT0743
 BT0743;                    North         East    Units  Estimated Accuracy
 BT0743;SPC AL E     -   146,570.      257,960.      MT  (+/- 180 meters Scaled)
 BT0743
 BT0743                          SUPERSEDED SURVEY CONTROL
 BT0743
 BT0743  NGVD 29 (??/??/92)  123.385  (m)          404.81   (f) ADJ UNCH    2 0
 BT0743
 BT0743.Superseded values are not recommended for survey control.
 BT0743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0743.See file dsdata.txt to determine how the superseded data were derived.
 BT0743
 BT0743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA683219(NAD 83)
 BT0743_MARKER: DB = BENCH MARK DISK
 BT0743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0743_STAMPING: E 383 1952
 BT0743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0743+STABILITY: SURFACE MOTION
 BT0743
 BT0743  HISTORY     - Date     Condition        Report By
 BT0743  HISTORY     - 1952     MONUMENTED       CGS
 BT0743  HISTORY     - 1961     GOOD             NGS
 BT0743
 BT0743                          STATION DESCRIPTION
 BT0743
 BT0743'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BT0743'5.7 MI NE FROM BAKERHILL.
 BT0743'LOCATED 3.8 MILES NORTHEAST ALONG STATE HIGHWAY 131 FROM THE
 BT0743'CROSSROAD AND POST OFFICE AT BAKERHILL, THENCE NORTH ALONG
 BT0743'BLACK TOP ROAD FOR 1.9 MILES TO THE TOP OF A HILL, LOCALLY KNOWN AS
 BT0743'HEART BREAK HILL, A DIM ROAD LEADING WEST THROUGH A CUT
 BT0743'BANK AND THE MARK IN THE NORTHWEST ANGLE.  IT IS WEST OF THE
 BT0743'CENTER OF THE ROAD, 18 FEET NORTH OF THE CENTER OF THE DIM ROAD, 46
 BT0743'FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 1
 BT0743'FOOT NORTH OF A METAL WITNESS POST AND ABOUT 7 FEET ABOVE THE
 BT0743'LEVEL OF THE ROAD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 BT0743'12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0749 ***********************************************************************
 BT0749  DESIGNATION -  E 384
 BT0749  PID         -  BT0749
 BT0749  STATE/COUNTY-  AL/BARBOUR
 BT0749  USGS QUAD   -  BAKER HILL (1968)
 BT0749
 BT0749                         *CURRENT SURVEY CONTROL
 BT0749  ___________________________________________________________________
 BT0749* NAD 83(1986)-  31 46 55.     (N)    085 19 00.     (W)     SCALED    
 BT0749* NAVD 88     -       162.365  (meters)     532.69   (feet)  ADJUSTED  
 BT0749  ___________________________________________________________________
 BT0749  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BT0749  DYNAMIC HT  -         162.174 (meters)     532.07  (feet)  COMP
 BT0749  MODELED GRAV-     979,458.4   (mgal)                       NAVD 88
 BT0749
 BT0749  VERT ORDER  -  SECOND    CLASS 0
 BT0749
 BT0749.The horizontal coordinates were scaled from a topographic map and have
 BT0749.an estimated accuracy of +/- 6 seconds.
 BT0749
 BT0749.The orthometric height was determined by differential leveling
 BT0749.and adjusted by the National Geodetic Survey in June 1991..
 BT0749
 BT0749.The geoid height was determined by GEOID03.
 BT0749
 BT0749.The dynamic height is computed by dividing the NAVD 88
 BT0749.geopotential number by the normal gravity value computed on the
 BT0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0749.degrees latitude (g = 980.6199 gals.).
 BT0749
 BT0749.The modeled gravity was interpolated from observed gravity values.
 BT0749
 BT0749;                    North         East    Units  Estimated Accuracy
 BT0749;SPC AL E     -   142,240.      248,940.      MT  (+/- 180 meters Scaled)
 BT0749
 BT0749                          SUPERSEDED SURVEY CONTROL
 BT0749
 BT0749  NGVD 29 (??/??/92)  162.405  (m)          532.82   (f) ADJ UNCH    2 0
 BT0749
 BT0749.Superseded values are not recommended for survey control.
 BT0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0749.See file dsdata.txt to determine how the superseded data were derived.
 BT0749
 BT0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA593175(NAD 83)
 BT0749_MARKER: DB = BENCH MARK DISK
 BT0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0749_STAMPING: E 384 1952
 BT0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0749+STABILITY: SURFACE MOTION
 BT0749
 BT0749  HISTORY     - Date     Condition        Report By
 BT0749  HISTORY     - 1952     MONUMENTED       CGS
 BT0749
 BT0749                          STATION DESCRIPTION
 BT0749
 BT0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0749'0.9 MI W FROM BAKERHILL.
 BT0749'ABOUT 0.25 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE POST
 BT0749'OFFICE AND INTERSECTION OF STATE HIGHWAY 131 AT BAKERHILL, THENCE
 BT0749'ABOUT 0.65 MILE WEST ALONG A GRADED ROAD, ABOUT 0.25 MILE WEST OF
 BT0749'JUNCTION OF A ROAD SOUTH, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 BT0749'EXTENDING NORTHWEST AND EAST, 34 FEET SOUTHWEST OF CENTER LINE
 BT0749'OF ROAD, 1 FOOT NORTHEAST OF A FENCE LINE, 26 FEET NORTHWEST
 BT0749'OF A FENCE CORNER, ABOUT 80 YARDS SOUTHEAST OF A FARM HOUSE, 2
 BT0749'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 1/2 FEET
 BT0749'BELOW ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT0749'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0937 ***********************************************************************
 CM0937  DESIGNATION -  E 385
 CM0937  PID         -  CM0937
 CM0937  STATE/COUNTY-  AL/BARBOUR
 CM0937  USGS QUAD   -  BATESVILLE (1973)
 CM0937
 CM0937                         *CURRENT SURVEY CONTROL
 CM0937  ___________________________________________________________________
 CM0937* NAD 83(1986)-  32 01 27.     (N)    085 19 57.     (W)     SCALED    
 CM0937* NAVD 88     -        80.685  (meters)     264.71   (feet)  ADJUSTED  
 CM0937  ___________________________________________________________________
 CM0937  GEOID HEIGHT-         -26.43  (meters)                     GEOID03
 CM0937  DYNAMIC HT  -          80.592 (meters)     264.41  (feet)  COMP
 CM0937  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CM0937
 CM0937  VERT ORDER  -  SECOND    CLASS 0
 CM0937
 CM0937.The horizontal coordinates were scaled from a topographic map and have
 CM0937.an estimated accuracy of +/- 6 seconds.
 CM0937
 CM0937.The orthometric height was determined by differential leveling
 CM0937.and adjusted by the National Geodetic Survey in June 1991..
 CM0937
 CM0937.The geoid height was determined by GEOID03.
 CM0937
 CM0937.The dynamic height is computed by dividing the NAVD 88
 CM0937.geopotential number by the normal gravity value computed on the
 CM0937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0937.degrees latitude (g = 980.6199 gals.).
 CM0937
 CM0937.The modeled gravity was interpolated from observed gravity values.
 CM0937
 CM0937;                    North         East    Units  Estimated Accuracy
 CM0937;SPC AL E     -   169,090.      247,310.      MT  (+/- 180 meters Scaled)
 CM0937
 CM0937                          SUPERSEDED SURVEY CONTROL
 CM0937
 CM0937  NGVD 29 (??/??/92)   80.708  (m)          264.79   (f) ADJ UNCH    2 0
 CM0937
 CM0937.Superseded values are not recommended for survey control.
 CM0937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0937.See file dsdata.txt to determine how the superseded data were derived.
 CM0937
 CM0937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA574443(NAD 83)
 CM0937_MARKER: DB = BENCH MARK DISK
 CM0937_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0937_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0937_STAMPING: E 385 1952
 CM0937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0937+STABILITY: SURFACE MOTION
 CM0937
 CM0937  HISTORY     - Date     Condition        Report By
 CM0937  HISTORY     - 1952     MONUMENTED       CGS
 CM0937
 CM0937                          STATION DESCRIPTION
 CM0937
 CM0937'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0937'2 MI NW FROM BATESVILLE.
 CM0937'ABOUT 0.6 MILE NORTHEAST ALONG A GRADED ROAD FROM THE CENTRAL OF
 CM0937'GEORGIA RAILWAY STATION AT BATESVILLE, THENCE ABOUT 1.45 MILES
 CM0937'WEST ALONG U.S. HIGHWAY 82, ABOUT 1.15 MILES WEST OF WEST END OF A
 CM0937'BRIDGE OVER SOUTH FORK OF COWIKEE CREEK, 34 FEET NORTH OF CENTER
 CM0937'LINE OF HIGHWAY, 1 FOOT SOUTH OF A FENCE LINE, 23 FEET WEST OF
 CM0937'WEST GATE POST OF A GATE IN FENCE LINE, 65 FEET NORTHWEST OF
 CM0937'CENTER OF JUNCTION OF A ROAD LEADING SOUTHEAST TO FARM HOUSES, 89
 CM0937'FEET NORTH AND ACROSS HIGHWAY FROM POWER POLE NO. 124 WITH A
 CM0937'TRANSFORMER, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CM0937'FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CM0937'PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE C. OF G.
 CM0937'RY. STATION AT COMER BY GOING ABOUT 0.3 MILE NORTH ALONG A
 CM0937'BLACK TOP ROAD, THENCE ABOUT 2.95 MILES EAST ALONG U.S. HIGHWAY 82.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0714 ***********************************************************************
 BT0714  DESIGNATION -  E 386
 BT0714  PID         -  BT0714
 BT0714  STATE/COUNTY-  AL/BARBOUR
 BT0714  USGS QUAD   -  WHITE OAK (1968)
 BT0714
 BT0714                         *CURRENT SURVEY CONTROL
 BT0714  ___________________________________________________________________
 BT0714* NAD 83(1986)-  31 57 44.     (N)    085 19 46.     (W)     SCALED    
 BT0714* NAVD 88     -        91.546  (meters)     300.35   (feet)  ADJUSTED  
 BT0714  ___________________________________________________________________
 BT0714  GEOID HEIGHT-         -26.31  (meters)                     GEOID03
 BT0714  DYNAMIC HT  -          91.439 (meters)     300.00  (feet)  COMP
 BT0714  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 BT0714
 BT0714  VERT ORDER  -  SECOND    CLASS 0
 BT0714
 BT0714.The horizontal coordinates were scaled from a topographic map and have
 BT0714.an estimated accuracy of +/- 6 seconds.
 BT0714
 BT0714.The orthometric height was determined by differential leveling
 BT0714.and adjusted by the National Geodetic Survey in June 1991..
 BT0714
 BT0714.The geoid height was determined by GEOID03.
 BT0714
 BT0714.The dynamic height is computed by dividing the NAVD 88
 BT0714.geopotential number by the normal gravity value computed on the
 BT0714.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0714.degrees latitude (g = 980.6199 gals.).
 BT0714
 BT0714.The modeled gravity was interpolated from observed gravity values.
 BT0714
 BT0714;                    North         East    Units  Estimated Accuracy
 BT0714;SPC AL E     -   162,230.      247,630.      MT  (+/- 180 meters Scaled)
 BT0714
 BT0714                          SUPERSEDED SURVEY CONTROL
 BT0714
 BT0714  NGVD 29 (??/??/92)   91.570  (m)          300.43   (f) ADJ UNCH    2 0
 BT0714
 BT0714.Superseded values are not recommended for survey control.
 BT0714.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0714.See file dsdata.txt to determine how the superseded data were derived.
 BT0714
 BT0714_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA578374(NAD 83)
 BT0714_MARKER: DB = BENCH MARK DISK
 BT0714_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0714_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0714_STAMPING: E 386 1952
 BT0714_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0714+STABILITY: SURFACE MOTION
 BT0714
 BT0714  HISTORY     - Date     Condition        Report By
 BT0714  HISTORY     - 1952     MONUMENTED       CGS
 BT0714
 BT0714                          STATION DESCRIPTION
 BT0714
 BT0714'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0714'3.9 MI S FROM BATESVILLE.
 BT0714'ABOUT 3.9 MILES SOUTH ALONG A GRADED ROAD FROM THE CENTRAL OF
 BT0714'GEORGIA RAILWAY STATION AT BATESVILLE, ABOUT 0.3 MILE SOUTHWEST
 BT0714'OF A CEMETERY, 264 FEET NORTHEAST OF NORTH CORNER OF A WOODEN
 BT0714'BRIDGE OVER A CREEK, 31 FEET NORTHWEST OF CENTER LINE OF ROAD,
 BT0714'1 FOOT SOUTHEAST OF A FENCE LINE, 58 FEET NORTHEAST OF A 30-INCH
 BT0714'PINE TREE, 102 FEET NORTHEAST OF CENTER OF A PASTURE GAP, 2 FEET
 BT0714'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD
 BT0714'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0998 ***********************************************************************
 CM0998  DESIGNATION -  E 387
 CM0998  PID         -  CM0998
 CM0998  STATE/COUNTY-  AL/LEE
 CM0998  USGS QUAD   -  CRAWFORD (1984)
 CM0998
 CM0998                         *CURRENT SURVEY CONTROL
 CM0998  ___________________________________________________________________
 CM0998* NAD 83(1986)-  32 28 14.     (N)    085 11 13.     (W)     SCALED    
 CM0998* NAVD 88     -       121.458  (meters)     398.48   (feet)  ADJUSTED  
 CM0998  ___________________________________________________________________
 CM0998  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CM0998  DYNAMIC HT  -         121.318 (meters)     398.02  (feet)  COMP
 CM0998  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 CM0998
 CM0998  VERT ORDER  -  SECOND    CLASS 0
 CM0998
 CM0998.The horizontal coordinates were scaled from a topographic map and have
 CM0998.an estimated accuracy of +/- 6 seconds.
 CM0998
 CM0998.The orthometric height was determined by differential leveling
 CM0998.and adjusted by the National Geodetic Survey in June 1991..
 CM0998
 CM0998.The geoid height was determined by GEOID03.
 CM0998
 CM0998.The dynamic height is computed by dividing the NAVD 88
 CM0998.geopotential number by the normal gravity value computed on the
 CM0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0998.degrees latitude (g = 980.6199 gals.).
 CM0998
 CM0998.The modeled gravity was interpolated from observed gravity values.
 CM0998
 CM0998;                    North         East    Units  Estimated Accuracy
 CM0998;SPC AL E     -   218,670.      260,760.      MT  (+/- 180 meters Scaled)
 CM0998
 CM0998                          SUPERSEDED SURVEY CONTROL
 CM0998
 CM0998  NGVD 29 (??/??/92)  121.458  (m)          398.48   (f) ADJ UNCH    2 0
 CM0998
 CM0998.Superseded values are not recommended for survey control.
 CM0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0998.See file dsdata.txt to determine how the superseded data were derived.
 CM0998
 CM0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA703940(NAD 83)
 CM0998_MARKER: DB = BENCH MARK DISK
 CM0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0998_STAMPING: E 387 1952
 CM0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0998+STABILITY: SURFACE MOTION
 CM0998
 CM0998  HISTORY     - Date     Condition        Report By
 CM0998  HISTORY     - 1952     MONUMENTED       CGS
 CM0998
 CM0998                          STATION DESCRIPTION
 CM0998
 CM0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0998'0.9 MI N FROM CRAWFORD.
 CM0998'ABOUT 0.9 MILE NORTH ALONG A GRAVEL ROAD FROM THE METHODIST
 CM0998'CHURCH AND JUNCTION OF U.S. HIGHWAY 80 AT CRAWFORD, ABOUT (0.1) MILE
 CM0998'NORTH OF THE LEE-RUSSELL COUNTY LINE, AT A CHURCH WITH BRICK SIDING,
 CM0998'50 FEET WEST OF CENTER LINE OF ROAD, 99 1/2 FEET EAST OF NORTHEAST
 CM0998'CORNER OF CHURCH, 83 FEET NORTH OF CENTER LINE OF DRIVE TO CHURCH,
 CM0998'1 1/2 FEET EAST OF THE ONLY POWER POLE IN CHURCH YARD, ABOUT 4 FEET
 CM0998'ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0998'1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0873 ***********************************************************************
 CM0873  DESIGNATION -  E 388
 CM0873  PID         -  CM0873
 CM0873  STATE/COUNTY-  AL/RUSSELL
 CM0873  USGS QUAD   -  PITTSVIEW (1984)
 CM0873
 CM0873                         *CURRENT SURVEY CONTROL
 CM0873  ___________________________________________________________________
 CM0873* NAD 83(1986)-  32 13 51.     (N)    085 10 15.     (W)     SCALED    
 CM0873* NAVD 88     -        77.096  (meters)     252.94   (feet)  ADJUSTED  
 CM0873  ___________________________________________________________________
 CM0873  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 CM0873  DYNAMIC HT  -          77.008 (meters)     252.65  (feet)  COMP
 CM0873  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 CM0873
 CM0873  VERT ORDER  -  SECOND    CLASS 0
 CM0873
 CM0873.The horizontal coordinates were scaled from a topographic map and have
 CM0873.an estimated accuracy of +/- 6 seconds.
 CM0873
 CM0873.The orthometric height was determined by differential leveling
 CM0873.and adjusted by the National Geodetic Survey in June 1991..
 CM0873
 CM0873.The geoid height was determined by GEOID03.
 CM0873
 CM0873.The dynamic height is computed by dividing the NAVD 88
 CM0873.geopotential number by the normal gravity value computed on the
 CM0873.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0873.degrees latitude (g = 980.6199 gals.).
 CM0873
 CM0873.The modeled gravity was interpolated from observed gravity values.
 CM0873
 CM0873;                    North         East    Units  Estimated Accuracy
 CM0873;SPC AL E     -   192,090.      262,440.      MT  (+/- 180 meters Scaled)
 CM0873
 CM0873                          SUPERSEDED SURVEY CONTROL
 CM0873
 CM0873  NGVD 29 (??/??/92)   77.124  (m)          253.03   (f) ADJ UNCH    2 0
 CM0873
 CM0873.Superseded values are not recommended for survey control.
 CM0873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0873.See file dsdata.txt to determine how the superseded data were derived.
 CM0873
 CM0873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA723674(NAD 83)
 CM0873_MARKER: DB = BENCH MARK DISK
 CM0873_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0873_SP_SET: CULVERT
 CM0873_STAMPING: E 388 1952
 CM0873_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0873
 CM0873  HISTORY     - Date     Condition        Report By
 CM0873  HISTORY     - 1952     MONUMENTED       CGS
 CM0873
 CM0873                          STATION DESCRIPTION
 CM0873
 CM0873'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0873'2.9 MI N FROM PITTSVIEW.
 CM0873'ABOUT 2.9 MILES NORTH ALONG U.S. HIGHWAY 241 FROM THE CROSSING OF
 CM0873'THE SEABOARD AIR LINE RAILROAD AT PITTSVIEW, ABOUT 0.85 MILE SOUTH
 CM0873'OF A BRIDGE OVER WATERMELLON CREEK AND A STATE ROADSIDE PARK, IN
 CM0873'THE TOP OF THE SOUTH END OF THE WEST HEAD WALL OF A 4-FOOT
 CM0873'CONCRETE BOX CULVERT UNDER A SHORT FILL, 38 FEET WEST OF CENTER
 CM0873'LINE OF HIGHWAY, 1 FOOT NORTH OF SOUTH END OF HEAD WALL AND ABOUT
 CM0873'10 FEET BELOW HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1124 ***********************************************************************
 BT1124  DESIGNATION -  E 389
 BT1124  PID         -  BT1124
 BT1124  STATE/COUNTY-  AL/HOUSTON
 BT1124  USGS QUAD   -  SAFFOLD (1981)
 BT1124
 BT1124                         *CURRENT SURVEY CONTROL
 BT1124  ___________________________________________________________________
 BT1124* NAD 83(1986)-  31 01 26.     (N)    085 04 05.     (W)     SCALED    
 BT1124* NAVD 88     -        41.995  (meters)     137.78   (feet)  ADJUSTED  
 BT1124  ___________________________________________________________________
 BT1124  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BT1124  DYNAMIC HT  -          41.942 (meters)     137.60  (feet)  COMP
 BT1124  MODELED GRAV-     979,372.7   (mgal)                       NAVD 88
 BT1124
 BT1124  VERT ORDER  -  SECOND    CLASS 0
 BT1124
 BT1124.The horizontal coordinates were scaled from a topographic map and have
 BT1124.an estimated accuracy of +/- 6 seconds.
 BT1124
 BT1124.The orthometric height was determined by differential leveling
 BT1124.and adjusted by the National Geodetic Survey in June 1991..
 BT1124
 BT1124.The geoid height was determined by GEOID03.
 BT1124
 BT1124.The dynamic height is computed by dividing the NAVD 88
 BT1124.geopotential number by the normal gravity value computed on the
 BT1124.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1124.degrees latitude (g = 980.6199 gals.).
 BT1124
 BT1124.The modeled gravity was interpolated from observed gravity values.
 BT1124
 BT1124;                    North         East    Units  Estimated Accuracy
 BT1124;SPC AL E     -    58,330.      273,070.      MT  (+/- 180 meters Scaled)
 BT1124
 BT1124                          SUPERSEDED SURVEY CONTROL
 BT1124
 BT1124  NGVD 29 (??/??/92)   42.117  (m)          138.18   (f) ADJ UNCH    2 0
 BT1124
 BT1124.Superseded values are not recommended for survey control.
 BT1124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1124.See file dsdata.txt to determine how the superseded data were derived.
 BT1124
 BT1124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV844338(NAD 83)
 BT1124_MARKER: DB = BENCH MARK DISK
 BT1124_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1124_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1124_STAMPING: E 389 1952
 BT1124_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1124+STABILITY: SURFACE MOTION
 BT1124
 BT1124  HISTORY     - Date     Condition        Report By
 BT1124  HISTORY     - 1952     MONUMENTED       CGS
 BT1124
 BT1124                          STATION DESCRIPTION
 BT1124
 BT1124'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1124'9 MI E FROM GRANGERBURG.
 BT1124'ABOUT 0.3 MILE NORTH ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 BT1124'STATE HIGHWAY 53 AT GRANGERBURG, THENCE ABOUT 7.1 MILES EAST ALONG
 BT1124'A GRADED ROAD, THENCE ABOUT 0.15 MILE NORTH ALONG A GRADED ROAD,
 BT1124'THENCE ABOUT 1.5 MILES EAST ALONG A GRADED ROAD, ABOUT 0.4 MILE
 BT1124'WEST OF JUNCTION OF A SOUTHEAST-NORTHWEST BLACK TOP ROAD, AT THE
 BT1124'JUNCTION OF A NARROW SAND ROAD LEADING NORTH, 72 FEET NORTH OF
 BT1124'CENTER LINE OF ROAD, 17 FEET WEST OF CENTER LINE OF SAND ROAD
 BT1124'NORTH, 40 FEET NORTH OF A FENCE CORNER, 1 FOOT EAST OF A FENCE
 BT1124'LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 BT1124'PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED FROM THE ATLANTIC
 BT1124'COAST LINE RAILROAD STATION AT ALAGA BY GOING ABOUT 8.45 MILES
 BT1124'SOUTH ALONG A GRADED ROAD TO THE WEST ENTRANCE TO CHATTAHOOCHEE
 BT1124'STATE PARK AND BLACK TOP ROAD NORTHWEST, THENCE ABOUT 1.55 MILES
 BT1124'NORTHWEST ALONG BLACK TOP ROAD, THENCE ABOUT 0.4 MILE WEST ALONG A
 BT1124'GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1100 ***********************************************************************
 EE1100  DESIGNATION -  E 39 RESET
 EE1100  PID         -  EE1100
 EE1100  STATE/COUNTY-  AL/CHEROKEE
 EE1100  USGS QUAD   -  ELLISVILLE (1986)
 EE1100
 EE1100                         *CURRENT SURVEY CONTROL
 EE1100  ___________________________________________________________________
 EE1100* NAD 83(1986)-  34 06 31.     (N)    085 34 56.     (W)     SCALED    
 EE1100* NAVD 88     -       174.98   (meters)     574.1    (feet)  RESET     
 EE1100  ___________________________________________________________________
 EE1100  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE1100
 EE1100  VERT ORDER  -  THIRD
 EE1100
 EE1100.The horizontal coordinates were scaled from a topographic map and have
 EE1100.an estimated accuracy of +/- 6 seconds.
 EE1100
 EE1100.The orthometric height was computed from unverified reset data.
 EE1100
 EE1100.The geoid height was determined by GEOID03.
 EE1100
 EE1100;                    North         East    Units  Estimated Accuracy
 EE1100;SPC AL E     -   400,180.      223,170.      MT  (+/- 180 meters Scaled)
 EE1100
 EE1100                          SUPERSEDED SURVEY CONTROL
 EE1100
 EE1100.No superseded survey control is available for this station.
 EE1100
 EE1100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC307751(NAD 83)
 EE1100_MARKER: DB = BENCH MARK DISK
 EE1100_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1100_SP_SET: BRIDGE
 EE1100_STAMPING: E 39 RESET 1960
 EE1100_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1100
 EE1100  HISTORY     - Date     Condition        Report By
 EE1100  HISTORY     - 1960     MONUMENTED       CGS
 EE1100
 EE1100                          STATION DESCRIPTION
 EE1100
 EE1100'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EE1100'6.5 MI SE FROM CENTRE.
 EE1100'LOCATED 6.5 MILES SOUTHEAST ALONG U.S. HIGHWAY 411 FROM THE
 EE1100'COURTHOUSE AT CENTRE, SET FLUSH IN A DRILL HOLE IN THE WEST END
 EE1100'OF THE NORTH HEADWALL OF A 63 FOOT CONCRETE BRIDGE OVER COWEN
 EE1100'CREEK AND ONE FOOT EAST OF THE WEST END OF THE NORTH HEADWALL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1089 ***********************************************************************
 BT1089  DESIGNATION -  E 390
 BT1089  PID         -  BT1089
 BT1089  STATE/COUNTY-  AL/HOUSTON
 BT1089  USGS QUAD   -  GRANGEBURG (1970)
 BT1089
 BT1089                         *CURRENT SURVEY CONTROL
 BT1089  ___________________________________________________________________
 BT1089* NAD 83(1986)-  31 06 14.     (N)    085 13 34.     (W)     SCALED    
 BT1089* NAVD 88     -        50.382  (meters)     165.29   (feet)  ADJUSTED  
 BT1089  ___________________________________________________________________
 BT1089  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BT1089  DYNAMIC HT  -          50.319 (meters)     165.09  (feet)  COMP
 BT1089  MODELED GRAV-     979,382.0   (mgal)                       NAVD 88
 BT1089
 BT1089  VERT ORDER  -  SECOND    CLASS 0
 BT1089
 BT1089.The horizontal coordinates were scaled from a topographic map and have
 BT1089.an estimated accuracy of +/- 6 seconds.
 BT1089
 BT1089.The orthometric height was determined by differential leveling
 BT1089.and adjusted by the National Geodetic Survey in June 1991..
 BT1089
 BT1089.The geoid height was determined by GEOID03.
 BT1089
 BT1089.The dynamic height is computed by dividing the NAVD 88
 BT1089.geopotential number by the normal gravity value computed on the
 BT1089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1089.degrees latitude (g = 980.6199 gals.).
 BT1089
 BT1089.The modeled gravity was interpolated from observed gravity values.
 BT1089
 BT1089;                    North         East    Units  Estimated Accuracy
 BT1089;SPC AL E     -    67,110.      257,930.      MT  (+/- 180 meters Scaled)
 BT1089
 BT1089                          SUPERSEDED SURVEY CONTROL
 BT1089
 BT1089  NGVD 29 (??/??/92)   50.492  (m)          165.66   (f) ADJ UNCH    2 0
 BT1089
 BT1089.Superseded values are not recommended for survey control.
 BT1089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1089.See file dsdata.txt to determine how the superseded data were derived.
 BT1089
 BT1089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV691424(NAD 83)
 BT1089_MARKER: DB = BENCH MARK DISK
 BT1089_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1089_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1089_STAMPING: E 390 1952
 BT1089_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1089+STABILITY: SURFACE MOTION
 BT1089
 BT1089  HISTORY     - Date     Condition        Report By
 BT1089  HISTORY     - 1952     MONUMENTED       CGS
 BT1089  HISTORY     - 1970     MARK NOT FOUND   USGS
 BT1089
 BT1089                          STATION DESCRIPTION
 BT1089
 BT1089'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1089'5.1 MI SW FROM PANSEY.
 BT1089'ABOUT 1.1 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1089'OF U.S. HIGHWAY 84 AT PANSEY, THENCE ABOUT 4.0 MILES WEST AND
 BT1089'SOUTHWEST ALONG A GRADED ROAD, ABOUT 1.15 MILES WEST OF INTERSECTION
 BT1089'OF A BLACK TOP ROAD, ABOUT 0.4 MILE WEST OF JUNCTION OF A ROAD
 BT1089'SOUTHEAST, ABOUT 0.35 MILE EAST OF JUNCTION OF A ROAD NORTH, ON THE
 BT1089'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING WEST AND NORTHEAST, AT
 BT1089'THE JUNCTION OF A ROAD SOUTH AND AT A FARM HOUSE WITH A PRIVATE
 BT1089'CEMETERY ON EAST SIDE OF HOUSE, 30 FEET SOUTH OF CENTER LINE OF
 BT1089'ROAD, 26 FEET EAST OF CENTER LINE OF ROAD SOUTH, 1 1/2 FEET SOUTH
 BT1089'OF A POWER LINE BRACE POLE, 26 FEET SOUTHEAST OF THE EAST END OF
 BT1089'AN 18-INCH PIPE CULVERT UNDER ROAD SOUTH, ABOUT 2 FEET ABOVE
 BT1089'LEVEL OF JUNCTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT1089'1 INCH.
 BT1089
 BT1089                          STATION RECOVERY (1970)
 BT1089
 BT1089'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BT1089'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0861 ***********************************************************************
 CM0861  DESIGNATION -  E 391
 CM0861  PID         -  CM0861
 CM0861  STATE/COUNTY-  AL/RUSSELL
 CM0861  USGS QUAD   -  HOWE (1985)
 CM0861
 CM0861                         *CURRENT SURVEY CONTROL
 CM0861  ___________________________________________________________________
 CM0861* NAD 83(1986)-  32 06 52.     (N)    085 10 19.     (W)     SCALED    
 CM0861* NAVD 88     -       129.157  (meters)     423.74   (feet)  ADJUSTED  
 CM0861  ___________________________________________________________________
 CM0861  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 CM0861  DYNAMIC HT  -         129.009 (meters)     423.26  (feet)  COMP
 CM0861  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 CM0861
 CM0861  VERT ORDER  -  SECOND    CLASS 0
 CM0861
 CM0861.The horizontal coordinates were scaled from a topographic map and have
 CM0861.an estimated accuracy of +/- 6 seconds.
 CM0861
 CM0861.The orthometric height was determined by differential leveling
 CM0861.and adjusted by the National Geodetic Survey in June 1991..
 CM0861
 CM0861.The geoid height was determined by GEOID03.
 CM0861
 CM0861.The dynamic height is computed by dividing the NAVD 88
 CM0861.geopotential number by the normal gravity value computed on the
 CM0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0861.degrees latitude (g = 980.6199 gals.).
 CM0861
 CM0861.The modeled gravity was interpolated from observed gravity values.
 CM0861
 CM0861;                    North         East    Units  Estimated Accuracy
 CM0861;SPC AL E     -   179,190.      262,420.      MT  (+/- 180 meters Scaled)
 CM0861
 CM0861                          SUPERSEDED SURVEY CONTROL
 CM0861
 CM0861  NGVD 29 (??/??/92)  129.188  (m)          423.84   (f) ADJ UNCH    2 0
 CM0861
 CM0861.Superseded values are not recommended for survey control.
 CM0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0861.See file dsdata.txt to determine how the superseded data were derived.
 CM0861
 CM0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA724545(NAD 83)
 CM0861_MARKER: DB = BENCH MARK DISK
 CM0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0861_STAMPING: E 391 1952
 CM0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0861+STABILITY: SURFACE MOTION
 CM0861
 CM0861  HISTORY     - Date     Condition        Report By
 CM0861  HISTORY     - 1952     MONUMENTED       CGS
 CM0861
 CM0861                          STATION DESCRIPTION
 CM0861
 CM0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0861'AT GLENVILLE.
 CM0861'AT GLENVIEW, IN SOUTH EDGE OF VILLAGE, ABOUT 0.9 MILE SOUTHEAST
 CM0861'OF L. B. HOLMES STORE AT GLENVILLE, ABOUT 120 YARDS EAST-NORTHEAST
 CM0861'AND ACROSS HIGHWAY FROM THE GLENVILLE EPISCOPAL CHURCH, AT
 CM0861'INTERSECTION OF U.S. HIGHWAY 241 AND AN EAST-WEST CROSSROAD, 51
 CM0861'FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 132 FEET EAST-SOUTHEAST
 CM0861'OF CENTER OF CROSSROAD, 3 FEET SOUTHEAST OF TELEPHONE POLE NO.
 CM0861'122, 1 FOOT SOUTHWEST OF A FENCE LINE, 107 FEET SOUTHEAST OF A
 CM0861'FENCE CORNER, ABOUT 1 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN
 CM0861'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0894 ***********************************************************************
 CM0894  DESIGNATION -  E 392
 CM0894  PID         -  CM0894
 CM0894  STATE/COUNTY-  AL/BULLOCK
 CM0894  USGS QUAD   -  COMER (1973)
 CM0894
 CM0894                         *CURRENT SURVEY CONTROL
 CM0894  ___________________________________________________________________
 CM0894* NAD 83(1986)-  32 05 35.     (N)    085 26 32.     (W)     SCALED    
 CM0894* NAVD 88     -       135.699  (meters)     445.21   (feet)  ADJUSTED  
 CM0894  ___________________________________________________________________
 CM0894  GEOID HEIGHT-         -26.63  (meters)                     GEOID03
 CM0894  DYNAMIC HT  -         135.543 (meters)     444.69  (feet)  COMP
 CM0894  MODELED GRAV-     979,488.6   (mgal)                       NAVD 88
 CM0894
 CM0894  VERT ORDER  -  SECOND    CLASS 0
 CM0894
 CM0894.The horizontal coordinates were scaled from a topographic map and have
 CM0894.an estimated accuracy of +/- 6 seconds.
 CM0894
 CM0894.The orthometric height was determined by differential leveling
 CM0894.and adjusted by the National Geodetic Survey in June 1991..
 CM0894
 CM0894.The geoid height was determined by GEOID03.
 CM0894
 CM0894.The dynamic height is computed by dividing the NAVD 88
 CM0894.geopotential number by the normal gravity value computed on the
 CM0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0894.degrees latitude (g = 980.6199 gals.).
 CM0894
 CM0894.The modeled gravity was interpolated from observed gravity values.
 CM0894
 CM0894;                    North         East    Units  Estimated Accuracy
 CM0894;SPC AL E     -   176,690.      236,920.      MT  (+/- 180 meters Scaled)
 CM0894
 CM0894                          SUPERSEDED SURVEY CONTROL
 CM0894
 CM0894  NGVD 29 (??/??/92)  135.708  (m)          445.24   (f) ADJ UNCH    2 0
 CM0894
 CM0894.Superseded values are not recommended for survey control.
 CM0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0894.See file dsdata.txt to determine how the superseded data were derived.
 CM0894
 CM0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA470518(NAD 83)
 CM0894_MARKER: DB = BENCH MARK DISK
 CM0894_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0894_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0894_STAMPING: E 392 1952
 CM0894_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0894+STABILITY: SURFACE MOTION
 CM0894
 CM0894  HISTORY     - Date     Condition        Report By
 CM0894  HISTORY     - 1952     MONUMENTED       CGS
 CM0894
 CM0894                          STATION DESCRIPTION
 CM0894
 CM0894'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0894'6 MI NE FROM MIDWAY.
 CM0894'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 82 FROM THE HIGH SCHOOL AT
 CM0894'MIDWAY, THENCE ABOUT 1.35 MILES NORTH ALONG A BLACK TOP AND GRADED
 CM0894'ROAD, THENCE ABOUT 4.6 MILES EAST ALONG A GRADED ROAD, ABOUT 0.65
 CM0894'MILE EAST OF GREAT HOPE METHODIST CHURCH AND CEMETERY, ABOUT 0.85
 CM0894'MILE WEST OF JUNCTION OF A ROAD SOUTHWEST AND THE BARBOUR-BULLOCK
 CM0894'COUNTY LINE, 30 FEET NORTH OF CENTER LINE OF ROAD, 166 FEET
 CM0894'EAST-NORTHEAST OF CENTER OF JUNCTION OF A DRIVE SOUTH TO JIM KING
 CM0894'GROCERY STORE, 1 FOOT SOUTH OF A WIRE FENCE, 14 FEET SOUTHEAST OF
 CM0894'A POWER POLE WITH A BRANCH LINE SOUTH ABOUT LEVEL WITH ROAD AND SET
 CM0894'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK
 CM0894'MAY BE REACHED FROM THE CROSSROADS AT SPRING HILL BY GOING ABOUT
 CM0894'6.85 MILES NORTHWEST AND WEST ALONG A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0803 ***********************************************************************
 BT0803  DESIGNATION -  E 393
 BT0803  PID         -  BT0803
 BT0803  STATE/COUNTY-  AL/BARBOUR
 BT0803  USGS QUAD   -  CLAYTON NORTH (1979)
 BT0803
 BT0803                         *CURRENT SURVEY CONTROL
 BT0803  ___________________________________________________________________
 BT0803* NAD 83(1986)-  31 59 31.     (N)    085 26 52.     (W)     SCALED    
 BT0803* NAVD 88     -       110.406  (meters)     362.22   (feet)  ADJUSTED  
 BT0803  ___________________________________________________________________
 BT0803  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT0803  DYNAMIC HT  -         110.277 (meters)     361.80  (feet)  COMP
 BT0803  MODELED GRAV-     979,474.0   (mgal)                       NAVD 88
 BT0803
 BT0803  VERT ORDER  -  SECOND    CLASS 0
 BT0803
 BT0803.The horizontal coordinates were scaled from a topographic map and have
 BT0803.an estimated accuracy of +/- 6 seconds.
 BT0803
 BT0803.The orthometric height was determined by differential leveling
 BT0803.and adjusted by the National Geodetic Survey in June 1991..
 BT0803
 BT0803.The geoid height was determined by GEOID03.
 BT0803
 BT0803.The dynamic height is computed by dividing the NAVD 88
 BT0803.geopotential number by the normal gravity value computed on the
 BT0803.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0803.degrees latitude (g = 980.6199 gals.).
 BT0803
 BT0803.The modeled gravity was interpolated from observed gravity values.
 BT0803
 BT0803;                    North         East    Units  Estimated Accuracy
 BT0803;SPC AL E     -   165,480.      236,430.      MT  (+/- 180 meters Scaled)
 BT0803
 BT0803                          SUPERSEDED SURVEY CONTROL
 BT0803
 BT0803  NGVD 29 (??/??/92)  110.414  (m)          362.25   (f) ADJ UNCH    2 0
 BT0803
 BT0803.Superseded values are not recommended for survey control.
 BT0803.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0803.See file dsdata.txt to determine how the superseded data were derived.
 BT0803
 BT0803_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA466405(NAD 83)
 BT0803_MARKER: DB = BENCH MARK DISK
 BT0803_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0803_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0803_STAMPING: E 393 1952
 BT0803_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0803+STABILITY: SURFACE MOTION
 BT0803
 BT0803  HISTORY     - Date     Condition        Report By
 BT0803  HISTORY     - 1952     MONUMENTED       CGS
 BT0803
 BT0803                          STATION DESCRIPTION
 BT0803
 BT0803'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0803'4.8 MI S FROM COMER.
 BT0803'ABOUT 4.75 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CENTRAL OF
 BT0803'GEORGIA RAILWAY STATION AT COMER, AT MT. SCILLA CHURCH, 94 FEET
 BT0803'WEST OF CENTER LINE OF BLACK TOP ROAD, 35 FEET SOUTH OF CENTER
 BT0803'LINE OF A GRADED ROAD LEADING WEST TO MT. ANDREW, 68 FEET
 BT0803'NORTHEAST OF NORTHEAST CORNER OF MAIN PART OF CHURCH BUILDING, 4.8
 BT0803'FEET SOUTHEAST OF A BRANCH POWER POLE, 79 FEET EAST OF A 40-INCH
 BT0803'WATER OAK, ABOUT 3 FEET ABOVE LEVEL OF ROAD WEST, ABOUT 7 FEET
 BT0803'ABOVE LEVEL OF BLACK TOP ROAD AND SET IN THE TOP OF A CONCRETE
 BT0803'POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2415 ***********************************************************************
 CN2415  DESIGNATION -  E 394
 CN2415  PID         -  CN2415
 CN2415  STATE/COUNTY-  AL/MARENGO
 CN2415  USGS QUAD   -  UNIONTOWN WEST (1979)
 CN2415
 CN2415                         *CURRENT SURVEY CONTROL
 CN2415  ___________________________________________________________________
 CN2415* NAD 83(1986)-  32 27 23.     (N)    087 33 21.     (W)     SCALED    
 CN2415* NAVD 88     -        51.604  (meters)     169.30   (feet)  ADJUSTED  
 CN2415  ___________________________________________________________________
 CN2415  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CN2415  DYNAMIC HT  -          51.544 (meters)     169.11  (feet)  COMP
 CN2415  MODELED GRAV-     979,488.9   (mgal)                       NAVD 88
 CN2415
 CN2415  VERT ORDER  -  FIRST     CLASS I
 CN2415
 CN2415.The horizontal coordinates were scaled from a topographic map and have
 CN2415.an estimated accuracy of +/- 6 seconds.
 CN2415
 CN2415.The orthometric height was determined by differential leveling
 CN2415.and adjusted by the National Geodetic Survey in June 1991..
 CN2415
 CN2415.The geoid height was determined by GEOID03.
 CN2415
 CN2415.The dynamic height is computed by dividing the NAVD 88
 CN2415.geopotential number by the normal gravity value computed on the
 CN2415.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2415.degrees latitude (g = 980.6199 gals.).
 CN2415
 CN2415.The modeled gravity was interpolated from observed gravity values.
 CN2415
 CN2415;                    North         East    Units  Estimated Accuracy
 CN2415;SPC AL W     -   272,330.      594,750.      MT  (+/- 180 meters Scaled)
 CN2415
 CN2415                          SUPERSEDED SURVEY CONTROL
 CN2415
 CN2415  NGVD 29 (??/??/??)   51.588  (m)          169.25   (f) ADJUSTED    1 1
 CN2415
 CN2415.Superseded values are not recommended for survey control.
 CN2415.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2415.See file dsdata.txt to determine how the superseded data were derived.
 CN2415
 CN2415_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA477911(NAD 83)
 CN2415_MARKER: DB = BENCH MARK DISK
 CN2415_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2415_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2415_STAMPING: E 394 1952
 CN2415_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2415+STABILITY: SURFACE MOTION
 CN2415_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN2415+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 CN2415
 CN2415  HISTORY     - Date     Condition        Report By
 CN2415  HISTORY     - 1952     MONUMENTED       CGS
 CN2415  HISTORY     - 1968     GOOD             NGS
 CN2415  HISTORY     - 20040412 GOOD             ALHD
 CN2415
 CN2415                          STATION DESCRIPTION
 CN2415
 CN2415'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN2415'2.2 MI E FROM FAUNSDALE.
 CN2415'2.2 MILES EAST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM FROM THE
 CN2415'STATION AT FAUNSDALE, OR ABOUT 2.9 MILES WEST ALONG THE TRACK OF THE
 CN2415'SOUTHERN RAILWAY SYSTEM FROM THE STATION AT UNIONTOWN, IN SECTION 11,
 CN2415'T 17 N, R 5 E, 0.35 MILE WEST OF MILEPOST 225, 212 FEET NORTHWEST OF
 CN2415'THE CENTER OF A CROSSING OF THE RAILROAD AND A PRIVATE ROAD, 27 FEET
 CN2415'NORTH OF THE NORTH RAIL, 3 1/2 FEET NORTH OF A TELEPHONE POLE, 1.0
 CN2415'FOOT SOUTH OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 CN2415'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CN2415'INCHES.
 CN2415
 CN2415                          STATION RECOVERY (2004)
 CN2415
 CN2415'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CN2415'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1068 ***********************************************************************
 BT1068  DESIGNATION -  E 395
 BT1068  PID         -  BT1068
 BT1068  STATE/COUNTY-  AL/HOUSTON
 BT1068  USGS QUAD   -  ASHFORD (1970)
 BT1068
 BT1068                         *CURRENT SURVEY CONTROL
 BT1068  ___________________________________________________________________
 BT1068* NAD 83(1986)-  31 13 14.     (N)    085 11 17.     (W)     SCALED    
 BT1068* NAVD 88     -        78.401  (meters)     257.22   (feet)  ADJUSTED  
 BT1068  ___________________________________________________________________
 BT1068  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BT1068  DYNAMIC HT  -          78.303 (meters)     256.90  (feet)  COMP
 BT1068  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 BT1068
 BT1068  VERT ORDER  -  SECOND    CLASS 0
 BT1068
 BT1068.The horizontal coordinates were scaled from a topographic map and have
 BT1068.an estimated accuracy of +/- 6 seconds.
 BT1068
 BT1068.The orthometric height was determined by differential leveling
 BT1068.and adjusted by the National Geodetic Survey in June 1991..
 BT1068
 BT1068.The geoid height was determined by GEOID03.
 BT1068
 BT1068.The dynamic height is computed by dividing the NAVD 88
 BT1068.geopotential number by the normal gravity value computed on the
 BT1068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1068.degrees latitude (g = 980.6199 gals.).
 BT1068
 BT1068.The modeled gravity was interpolated from observed gravity values.
 BT1068
 BT1068;                    North         East    Units  Estimated Accuracy
 BT1068;SPC AL E     -    80,060.      261,480.      MT  (+/- 180 meters Scaled)
 BT1068
 BT1068                          SUPERSEDED SURVEY CONTROL
 BT1068
 BT1068  NGVD 29 (??/??/92)   78.503  (m)          257.56   (f) ADJ UNCH    2 0
 BT1068
 BT1068.Superseded values are not recommended for survey control.
 BT1068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1068.See file dsdata.txt to determine how the superseded data were derived.
 BT1068
 BT1068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV725554(NAD 83)
 BT1068_MARKER: DB = BENCH MARK DISK
 BT1068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1068_STAMPING: E 395 1953
 BT1068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1068+STABILITY: SURFACE MOTION
 BT1068
 BT1068  HISTORY     - Date     Condition        Report By
 BT1068  HISTORY     - 1953     MONUMENTED       CGS
 BT1068
 BT1068                          STATION DESCRIPTION
 BT1068
 BT1068'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1068'4 MI NE FROM ASHFORD.
 BT1068'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1068'OF U.S. HIGHWAY 84, THENCE ABOUT 3.6 MILES NORTHEAST ALONG A BLACK
 BT1068'TOP ROAD, AT THE JUNCTION OF A GRADED ROAD EAST AND AT OAKY GROVE
 BT1068'CHURCH AND CEMETERY, 88 FEET NORTHWEST OF CENTER LINE OF ROAD, 99
 BT1068'FEET EAST-NORTHEAST OF NORTHEAST CORNER OF CHURCH, 3 FEET
 BT1068'SOUTHEAST OF A BRANCH POWER POLE, 103 FEET NORTH-NORTHWEST OF
 BT1068'CENTER OF JUNCTION OF ROAD EAST, ABOUT LEVEL WITH BLACK TOP ROAD
 BT1068'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2410 ***********************************************************************
 BT2410  DESIGNATION -  E 396 RESET
 BT2410  PID         -  BT2410
 BT2410  STATE/COUNTY-  AL/HOUSTON
 BT2410  USGS QUAD   -  GRANGEBURG (1970)
 BT2410
 BT2410                         *CURRENT SURVEY CONTROL
 BT2410  ___________________________________________________________________
 BT2410* NAD 83(1986)-  31 00 59.     (N)    085 13 19.     (W)     SCALED    
 BT2410* NAVD 88     -        36.01   (meters)     118.1    (feet)  RESET     
 BT2410  ___________________________________________________________________
 BT2410  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BT2410
 BT2410  VERT ORDER  -  THIRD
 BT2410
 BT2410.The horizontal coordinates were scaled from a topographic map and have
 BT2410.an estimated accuracy of +/- 6 seconds.
 BT2410
 BT2410.The orthometric height was computed from unverified reset data.
 BT2410.No vertical observational check was made to the station.
 BT2410
 BT2410.The geoid height was determined by GEOID03.
 BT2410
 BT2410;                    North         East    Units  Estimated Accuracy
 BT2410;SPC AL E     -    57,410.      258,380.      MT  (+/- 180 meters Scaled)
 BT2410
 BT2410                          SUPERSEDED SURVEY CONTROL
 BT2410
 BT2410  NGVD 29 (11/20/03)   36.12   (m)          118.5    (f) RESET       3  
 BT2410
 BT2410.Superseded values are not recommended for survey control.
 BT2410.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2410.See file dsdata.txt to determine how the superseded data were derived.
 BT2410
 BT2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV697327(NAD 83)
 BT2410_MARKER: DV = VERTICAL CONTROL DISK
 BT2410_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2410_SP_SET: CONCRETE POST
 BT2410_STAMPING: E 396 RESET 1985
 BT2410_MARK LOGO: NGS   
 BT2410_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT2410_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2410+STABILITY: SURFACE MOTION
 BT2410
 BT2410  HISTORY     - Date     Condition        Report By
 BT2410  HISTORY     - 1985     MONUMENTED       NGS
 BT2410
 BT2410                          STATION DESCRIPTION
 BT2410
 BT2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BT2410'5.6 MILES SOUTHEAST ALONG STATE HIGHWAY 53 FROM THE POST OFFICE AT
 BT2410'COTTONWOOD TO BRIDGE OVER COWARTS CREEK AND MARK ON THE LEFT, JUST
 BT2410'AFTER CROSSING BRIDGE, AT MILE POST 1.6, 112 FEET (34.1 METERS) NORTH
 BT2410'NORTHEAST OF THE CENTER OF NEW HIGHWAY, 2.5 FEET (0.76 METERS) WEST
 BT2410'OF TELEPHONE POLE NO. 44A AND 1.0 FOOT (0.30 METER) EAST OF A
 BT2410'CARSONITE WITNESS POST, AND MARK IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1042 ***********************************************************************
 BT1042  DESIGNATION -  E 397
 BT1042  PID         -  BT1042
 BT1042  STATE/COUNTY-  AL/HENRY
 BT1042  USGS QUAD   -  SIGMA (1970)
 BT1042
 BT1042                         *CURRENT SURVEY CONTROL
 BT1042  ___________________________________________________________________
 BT1042* NAD 83(1986)-  31 21 26.     (N)    085 12 55.     (W)     SCALED    
 BT1042* NAVD 88     -        93.673  (meters)     307.33   (feet)  ADJUSTED  
 BT1042  ___________________________________________________________________
 BT1042  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BT1042  DYNAMIC HT  -          93.558 (meters)     306.95  (feet)  COMP
 BT1042  MODELED GRAV-     979,416.2   (mgal)                       NAVD 88
 BT1042
 BT1042  VERT ORDER  -  SECOND    CLASS 0
 BT1042
 BT1042.The horizontal coordinates were scaled from a topographic map and have
 BT1042.an estimated accuracy of +/- 6 seconds.
 BT1042
 BT1042.The orthometric height was determined by differential leveling
 BT1042.and adjusted by the National Geodetic Survey in June 1991..
 BT1042
 BT1042.The geoid height was determined by GEOID03.
 BT1042
 BT1042.The dynamic height is computed by dividing the NAVD 88
 BT1042.geopotential number by the normal gravity value computed on the
 BT1042.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1042.degrees latitude (g = 980.6199 gals.).
 BT1042
 BT1042.The modeled gravity was interpolated from observed gravity values.
 BT1042
 BT1042;                    North         East    Units  Estimated Accuracy
 BT1042;SPC AL E     -    95,200.      258,800.      MT  (+/- 180 meters Scaled)
 BT1042
 BT1042                          SUPERSEDED SURVEY CONTROL
 BT1042
 BT1042  NGVD 29 (??/??/92)   93.751  (m)          307.58   (f) ADJ UNCH    2 0
 BT1042
 BT1042.Superseded values are not recommended for survey control.
 BT1042.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1042.See file dsdata.txt to determine how the superseded data were derived.
 BT1042
 BT1042_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV697705(NAD 83)
 BT1042_MARKER: DB = BENCH MARK DISK
 BT1042_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1042_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1042_STAMPING: E 397 1953
 BT1042_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1042+STABILITY: SURFACE MOTION
 BT1042
 BT1042  HISTORY     - Date     Condition        Report By
 BT1042  HISTORY     - 1953     MONUMENTED       CGS
 BT1042
 BT1042                          STATION DESCRIPTION
 BT1042
 BT1042'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1042'8.6 MI NW FROM COLUMBIA.
 BT1042'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION
 BT1042'OF STATE HIGHWAY 52 AT COLUMBIA, THENCE ABOUT 7.65 MILES
 BT1042'NORTHWEST ALONG A BLACK TOP ROAD LEADING TO HEADLAND, AT HEBRON
 BT1042'BAPTIST CHURCH AND CEMETERY (A LARGE BRICK BUILDING), 67 1/2 FEET
 BT1042'NORTH OF CENTER LINE OF ROAD, 106 FEET WEST OF SOUTHWEST CORNER OF
 BT1042'MAIN PART OF CHURCH BUILDING, 3 FEET NORTH OF A POWER POLE WITH A
 BT1042'TRANSFORMER, 114 FEET SOUTHWEST OF NORTHWEST CORNER OF CHURCH
 BT1042'BUILDING, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP
 BT1042'OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0999 ***********************************************************************
 BT0999  DESIGNATION -  E 399
 BT0999  PID         -  BT0999
 BT0999  STATE/COUNTY-  AL/DALE
 BT0999  USGS QUAD   -  ECHO (1979)
 BT0999
 BT0999                         *CURRENT SURVEY CONTROL
 BT0999  ___________________________________________________________________
 BT0999* NAD 83(1986)-  31 25 17.     (N)    085 28 42.     (W)     SCALED    
 BT0999* NAVD 88     -       103.321  (meters)     338.98   (feet)  ADJUSTED  
 BT0999  ___________________________________________________________________
 BT0999  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT0999  DYNAMIC HT  -         103.195 (meters)     338.57  (feet)  COMP
 BT0999  MODELED GRAV-     979,423.9   (mgal)                       NAVD 88
 BT0999
 BT0999  VERT ORDER  -  SECOND    CLASS 0
 BT0999
 BT0999.The horizontal coordinates were scaled from a topographic map and have
 BT0999.an estimated accuracy of +/- 6 seconds.
 BT0999
 BT0999.The orthometric height was determined by differential leveling
 BT0999.and adjusted by the National Geodetic Survey in June 1991..
 BT0999
 BT0999.The geoid height was determined by GEOID03.
 BT0999
 BT0999.The dynamic height is computed by dividing the NAVD 88
 BT0999.geopotential number by the normal gravity value computed on the
 BT0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0999.degrees latitude (g = 980.6199 gals.).
 BT0999
 BT0999.The modeled gravity was interpolated from observed gravity values.
 BT0999
 BT0999;                    North         East    Units  Estimated Accuracy
 BT0999;SPC AL E     -   102,200.      233,750.      MT  (+/- 180 meters Scaled)
 BT0999
 BT0999                          SUPERSEDED SURVEY CONTROL
 BT0999
 BT0999  NGVD 29 (??/??/92)  103.376  (m)          339.16   (f) ADJ UNCH    2 0
 BT0999
 BT0999.Superseded values are not recommended for survey control.
 BT0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0999.See file dsdata.txt to determine how the superseded data were derived.
 BT0999
 BT0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV446773(NAD 83)
 BT0999_MARKER: DB = BENCH MARK DISK
 BT0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0999_STAMPING: E 399 1953
 BT0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0999+STABILITY: SURFACE MOTION
 BT0999
 BT0999  HISTORY     - Date     Condition        Report By
 BT0999  HISTORY     - 1953     MONUMENTED       CGS
 BT0999
 BT0999                          STATION DESCRIPTION
 BT0999
 BT0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0999'6.8 MI E FROM EWELL.
 BT0999'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT
 BT0999'EWELL, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A GRADED ROAD,
 BT0999'THENCE ABOUT 2.0 MILES EAST AND NORTHEAST ALONG A GRADED ROAD,
 BT0999'THENCE ABOUT 0.1 MILE NORTH ALONG A GRADED ROAD, THENCE ABOUT
 BT0999'1.05 MILES EAST ALONG A GRADED ROAD, ABOUT 0.65 MILE SOUTHEAST
 BT0999'OF MT. CARMEL METHODIST CHURCH AND CEMETERY, ABOUT 0.85 MILE
 BT0999'WEST OF THE JUNCTION OF MIDLAND CITY-ECHO BLACK TOP ROAD, ON THE
 BT0999'SOUTHWEST SLOPE OF A GRADE, ABOUT 0.2 MILE EAST OF A WOODEN BRIDGE
 BT0999'OVER A CREEK, 34 1/2 FEET SOUTHEAST OF CENTER LINE OF ROAD, 38
 BT0999'FEET WEST OF WEST CORNER OF AN ABANDONED HOUSE, 8 FEET EAST OF A
 BT0999'12-INCH OAK TREE, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN
 BT0999'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1373 ***********************************************************************
 DG1373  DESIGNATION -  E 4
 DG1373  PID         -  DG1373
 DG1373  STATE/COUNTY-  AL/CLEBURNE
 DG1373  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG1373
 DG1373                         *CURRENT SURVEY CONTROL
 DG1373  ___________________________________________________________________
 DG1373* NAD 83(1986)-  33 55 45.     (N)    085 28 16.     (W)     SCALED    
 DG1373* NAVD 88     -       252.916  (meters)     829.78   (feet)  ADJUSTED  
 DG1373  ___________________________________________________________________
 DG1373  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DG1373  DYNAMIC HT  -         252.648 (meters)     828.90  (feet)  COMP
 DG1373  MODELED GRAV-     979,569.7   (mgal)                       NAVD 88
 DG1373
 DG1373  VERT ORDER  -  FIRST     CLASS II
 DG1373
 DG1373.The horizontal coordinates were scaled from a topographic map and have
 DG1373.an estimated accuracy of +/- 6 seconds.
 DG1373
 DG1373.The orthometric height was determined by differential leveling
 DG1373.and adjusted by the National Geodetic Survey in June 1991..
 DG1373
 DG1373.The geoid height was determined by GEOID03.
 DG1373
 DG1373.The dynamic height is computed by dividing the NAVD 88
 DG1373.geopotential number by the normal gravity value computed on the
 DG1373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1373.degrees latitude (g = 980.6199 gals.).
 DG1373
 DG1373.The modeled gravity was interpolated from observed gravity values.
 DG1373
 DG1373;                    North         East    Units  Estimated Accuracy
 DG1373;SPC AL E     -   380,310.      233,490.      MT  (+/- 180 meters Scaled)
 DG1373
 DG1373                          SUPERSEDED SURVEY CONTROL
 DG1373
 DG1373  NGVD 29 (??/??/92)  252.847  (m)          829.55   (f) ADJ UNCH    1 2
 DG1373
 DG1373.Superseded values are not recommended for survey control.
 DG1373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1373.See file dsdata.txt to determine how the superseded data were derived.
 DG1373
 DG1373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC413553(NAD 83)
 DG1373_MARKER: Z = SEE DESCRIPTION
 DG1373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1373+STABILITY: SURFACE MOTION
 DG1373
 DG1373  HISTORY     - Date     Condition        Report By
 DG1373  HISTORY     - UNK      MONUMENTED       CGS
 DG1373  HISTORY     - 1948     GOOD             NGS
 DG1373
 DG1373                          STATION DESCRIPTION
 DG1373
 DG1373'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1373'AT BORDEN SPRINGS.
 DG1373'AT BORDEN SPRINGS, ALONG THE SEABOARD AIRLINE RAILWAY, 91 FEET
 DG1373'WEST OF THE NORTHWEST CORNER OF THE STATION, 162 FEET
 DG1373'WEST-SOUTHWEST AND ACROSS THE TRACK FROM MILE POST 646, 24.5
 DG1373'FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 20 FEET NORTH
 DG1373'OF THE NORTH RAIL OF A SPUR TRACK, 3 FEET EAST OF THE FIRST POLE
 DG1373'WEST OF THE STATION, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 DG1373'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 DG1373'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0600 ***********************************************************************
 CM0600  DESIGNATION -  E 40
 CM0600  PID         -  CM0600
 CM0600  STATE/COUNTY-  AL/CHAMBERS
 CM0600  USGS QUAD   -  CUSSETA (1983)
 CM0600
 CM0600                         *CURRENT SURVEY CONTROL
 CM0600  ___________________________________________________________________
 CM0600* NAD 83(1986)-  32 47 03.     (N)    085 18 27.     (W)     SCALED    
 CM0600* NAVD 88     -       220.800  (meters)     724.41   (feet)  ADJUSTED  
 CM0600  ___________________________________________________________________
 CM0600  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CM0600  DYNAMIC HT  -         220.540 (meters)     723.55  (feet)  COMP
 CM0600  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 CM0600
 CM0600  VERT ORDER  -  SECOND    CLASS 0
 CM0600
 CM0600.The horizontal coordinates were scaled from a topographic map and have
 CM0600.an estimated accuracy of +/- 6 seconds.
 CM0600
 CM0600.The orthometric height was determined by differential leveling
 CM0600.and adjusted by the National Geodetic Survey in June 1991..
 CM0600
 CM0600.The geoid height was determined by GEOID03.
 CM0600
 CM0600.The dynamic height is computed by dividing the NAVD 88
 CM0600.geopotential number by the normal gravity value computed on the
 CM0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0600.degrees latitude (g = 980.6199 gals.).
 CM0600
 CM0600.The modeled gravity was interpolated from observed gravity values.
 CM0600
 CM0600;                    North         East    Units  Estimated Accuracy
 CM0600;SPC AL E     -   253,380.      249,260.      MT  (+/- 180 meters Scaled)
 CM0600
 CM0600                          SUPERSEDED SURVEY CONTROL
 CM0600
 CM0600  NGVD 29 (??/??/92)  220.772  (m)          724.32   (f) ADJ UNCH    2 0
 CM0600
 CM0600.Superseded values are not recommended for survey control.
 CM0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0600.See file dsdata.txt to determine how the superseded data were derived.
 CM0600
 CM0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB585286(NAD 83)
 CM0600_MARKER: DB = BENCH MARK DISK
 CM0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0600+STABILITY: SURFACE MOTION
 CM0600
 CM0600  HISTORY     - Date     Condition        Report By
 CM0600  HISTORY     - UNK      MONUMENTED       CGS
 CM0600
 CM0600                          STATION DESCRIPTION
 CM0600
 CM0600'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0600'AT CUSSETA.
 CM0600'E-40 IS LOCATED 35 FT. EAST OF THE SOUTHEAST CORNER OF THE RAILWAY
 CM0600'STATION, 22 FT. NORTH OF NORTH RAIL OF TRACK, 1 FT. WEST OF WEST
 CM0600'EDGE OF NORTH-SOUTH HEDGE ROW.  STANDARD TABLET SET IN TOP OF
 CM0600'CONCRETE POST LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0877 ***********************************************************************
 BT0877  DESIGNATION -  E 400
 BT0877  PID         -  BT0877
 BT0877  STATE/COUNTY-  AL/DALE
 BT0877  USGS QUAD   -  ECHO (1979)
 BT0877
 BT0877                         *CURRENT SURVEY CONTROL
 BT0877  ___________________________________________________________________
 BT0877* NAD 83(1986)-  31 29 24.     (N)    085 27 01.     (W)     SCALED    
 BT0877* NAVD 88     -       129.468  (meters)     424.76   (feet)  ADJUSTED  
 BT0877  ___________________________________________________________________
 BT0877  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BT0877  DYNAMIC HT  -         129.311 (meters)     424.25  (feet)  COMP
 BT0877  MODELED GRAV-     979,426.6   (mgal)                       NAVD 88
 BT0877
 BT0877  VERT ORDER  -  SECOND    CLASS 0
 BT0877
 BT0877.The horizontal coordinates were scaled from a topographic map and have
 BT0877.an estimated accuracy of +/- 6 seconds.
 BT0877
 BT0877.The orthometric height was determined by differential leveling
 BT0877.and adjusted by the National Geodetic Survey in June 1991..
 BT0877
 BT0877.The geoid height was determined by GEOID03.
 BT0877
 BT0877.The dynamic height is computed by dividing the NAVD 88
 BT0877.geopotential number by the normal gravity value computed on the
 BT0877.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0877.degrees latitude (g = 980.6199 gals.).
 BT0877
 BT0877.The modeled gravity was interpolated from observed gravity values.
 BT0877
 BT0877;                    North         East    Units  Estimated Accuracy
 BT0877;SPC AL E     -   109,820.      236,390.      MT  (+/- 180 meters Scaled)
 BT0877
 BT0877                          SUPERSEDED SURVEY CONTROL
 BT0877
 BT0877  NGVD 29 (??/??/92)  129.518  (m)          424.93   (f) ADJ UNCH    2 0
 BT0877
 BT0877.Superseded values are not recommended for survey control.
 BT0877.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0877.See file dsdata.txt to determine how the superseded data were derived.
 BT0877
 BT0877_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV471849(NAD 83)
 BT0877_MARKER: DB = BENCH MARK DISK
 BT0877_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0877_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0877_STAMPING: E 400 1953
 BT0877_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0877+STABILITY: SURFACE MOTION
 BT0877
 BT0877  HISTORY     - Date     Condition        Report By
 BT0877  HISTORY     - 1953     MONUMENTED       CGS
 BT0877
 BT0877                          STATION DESCRIPTION
 BT0877
 BT0877'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0877'1.2 MI NE FROM ECHO.
 BT0877'ABOUT 1.2 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL
 BT0877'AT ECHO, ABOUT 0.4 MILE SOUTH OF THE JUNCTION OF STATE HIGHWAY
 BT0877'105 LEADING NORTH, 34 FEET WEST OF CENTER LINE OF HIGHWAY, 139
 BT0877'FEET NORTH OF CENTER OF WEST END OF A 30-INCH PIPE CULVERT UNDER
 BT0877'THE HIGHWAY, 7 1/2 FEET SOUTH OF EXTENDED CENTER LINE OF A NARROW
 BT0877'ROAD LEADING EAST, 73 1/2 FEET NORTH OF A POWER POLE WITH A BRANCH
 BT0877'LINE EXTENDING SOUTH, 1 FOOT SOUTH OF A FENCE CORNER, 2 FEET
 BT0877'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY
 BT0877'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0672 ***********************************************************************
 BT0672  DESIGNATION -  E 401
 BT0672  PID         -  BT0672
 BT0672  STATE/COUNTY-  AL/HENRY
 BT0672  USGS QUAD   -  ABBEVILLE WEST (1981)
 BT0672
 BT0672                         *CURRENT SURVEY CONTROL
 BT0672  ___________________________________________________________________
 BT0672* NAD 83(1986)-  31 31 26.     (N)    085 15 30.     (W)     SCALED    
 BT0672* NAVD 88     -        93.507  (meters)     306.78   (feet)  ADJUSTED  
 BT0672  ___________________________________________________________________
 BT0672  GEOID HEIGHT-         -26.47  (meters)                     GEOID03
 BT0672  DYNAMIC HT  -          93.394 (meters)     306.41  (feet)  COMP
 BT0672  MODELED GRAV-     979,431.6   (mgal)                       NAVD 88
 BT0672
 BT0672  VERT ORDER  -  SECOND    CLASS 0
 BT0672
 BT0672.The horizontal coordinates were scaled from a topographic map and have
 BT0672.an estimated accuracy of +/- 6 seconds.
 BT0672
 BT0672.The orthometric height was determined by differential leveling
 BT0672.and adjusted by the National Geodetic Survey in June 1991..
 BT0672
 BT0672.The geoid height was determined by GEOID03.
 BT0672
 BT0672.The dynamic height is computed by dividing the NAVD 88
 BT0672.geopotential number by the normal gravity value computed on the
 BT0672.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0672.degrees latitude (g = 980.6199 gals.).
 BT0672
 BT0672.The modeled gravity was interpolated from observed gravity values.
 BT0672
 BT0672;                    North         East    Units  Estimated Accuracy
 BT0672;SPC AL E     -   113,660.      254,610.      MT  (+/- 180 meters Scaled)
 BT0672
 BT0672                          SUPERSEDED SURVEY CONTROL
 BT0672
 BT0672  NGVD 29 (??/??/92)   93.572  (m)          306.99   (f) ADJ UNCH    2 0
 BT0672
 BT0672.Superseded values are not recommended for survey control.
 BT0672.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0672.See file dsdata.txt to determine how the superseded data were derived.
 BT0672
 BT0672_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV653889(NAD 83)
 BT0672_MARKER: DB = BENCH MARK DISK
 BT0672_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0672_SP_SET: CULVERT
 BT0672_STAMPING: E 401 1953
 BT0672_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0672
 BT0672  HISTORY     - Date     Condition        Report By
 BT0672  HISTORY     - 1953     MONUMENTED       CGS
 BT0672  HISTORY     - 1982     GOOD             NGS
 BT0672
 BT0672                          STATION DESCRIPTION
 BT0672
 BT0672'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0672'3.4 MI S FROM ABBEVILLE.
 BT0672'ABOUT 3.45 MILES SOUTH ALONG U.S. HIGHWAY 241 FROM THE COURT
 BT0672'HOUSE AT ABBEVILLE, IN THE TOP OF THE NORTH END OF THE EAST
 BT0672'HEAD WALL OF AN 8-FOOT CONCRETE CULVERT, ABOUT 100 YARDS NORTH OF
 BT0672'A SIMILAR CULVERT, AT THE BOTTOM OF GRADES, 15 FEET EAST OF
 BT0672'CENTER LINE OF HIGHWAY AND ABOUT 1/2 FOOT BELOW LEVEL OF HIGHWAY.
 BT0672
 BT0672                          STATION RECOVERY (1982)
 BT0672
 BT0672'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BT0672'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0679 ***********************************************************************
 BT0679  DESIGNATION -  E 402
 BT0679  PID         -  BT0679
 BT0679  STATE/COUNTY-  AL/HENRY
 BT0679  USGS QUAD   -  ABBEVILLE EAST (1979)
 BT0679
 BT0679                         *CURRENT SURVEY CONTROL
 BT0679  ___________________________________________________________________
 BT0679* NAD 83(1986)-  31 33 15.     (N)    085 09 00.     (W)     SCALED    
 BT0679* NAVD 88     -        79.299  (meters)     260.17   (feet)  ADJUSTED  
 BT0679  ___________________________________________________________________
 BT0679  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 BT0679  DYNAMIC HT  -          79.203 (meters)     259.85  (feet)  COMP
 BT0679  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 BT0679
 BT0679  VERT ORDER  -  SECOND    CLASS 0
 BT0679
 BT0679.The horizontal coordinates were scaled from a topographic map and have
 BT0679.an estimated accuracy of +/- 6 seconds.
 BT0679
 BT0679.The orthometric height was determined by differential leveling
 BT0679.and adjusted by the National Geodetic Survey in June 1991..
 BT0679
 BT0679.The geoid height was determined by GEOID03.
 BT0679
 BT0679.The dynamic height is computed by dividing the NAVD 88
 BT0679.geopotential number by the normal gravity value computed on the
 BT0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0679.degrees latitude (g = 980.6199 gals.).
 BT0679
 BT0679.The modeled gravity was interpolated from observed gravity values.
 BT0679
 BT0679;                    North         East    Units  Estimated Accuracy
 BT0679;SPC AL E     -   117,070.      264,880.      MT  (+/- 180 meters Scaled)
 BT0679
 BT0679                          SUPERSEDED SURVEY CONTROL
 BT0679
 BT0679  NGVD 29 (??/??/92)   79.373  (m)          260.41   (f) ADJ UNCH    2 0
 BT0679
 BT0679.Superseded values are not recommended for survey control.
 BT0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0679.See file dsdata.txt to determine how the superseded data were derived.
 BT0679
 BT0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV755925(NAD 83)
 BT0679_MARKER: DB = BENCH MARK DISK
 BT0679_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT0679_SP_SET: ABUTMENT
 BT0679_STAMPING: E 402 1953
 BT0679_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0679
 BT0679  HISTORY     - Date     Condition        Report By
 BT0679  HISTORY     - 1953     MONUMENTED       CGS
 BT0679
 BT0679                          STATION DESCRIPTION
 BT0679
 BT0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0679'3.2 MI SW FROM SHORTERVILLE.
 BT0679'ABOUT 3.25 MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY 10
 BT0679'FROM THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTHWEST AT
 BT0679'SHORTERVILLE, IN THE TOP OF THE SOUTH END OF THE EAST ABUTMENT
 BT0679'OF A 90-FOOT CONCRETE BRIDGE OVER MOUNTAIN CREEK, 15 1/2 FEET
 BT0679'SOUTH OF CENTER LINE OF HIGHWAY, 1 FOOT SOUTH OF CONCRETE
 BT0679'BANISTER AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0986 ***********************************************************************
 BT0986  DESIGNATION -  E 403
 BT0986  PID         -  BT0986
 BT0986  STATE/COUNTY-  AL/HENRY
 BT0986  USGS QUAD   -  COLUMBIA NE (1970)
 BT0986
 BT0986                         *CURRENT SURVEY CONTROL
 BT0986  ___________________________________________________________________
 BT0986* NAD 83(1986)-  31 23 03.     (N)    085 05 59.     (W)     SCALED    
 BT0986* NAVD 88     -        65.173  (meters)     213.82   (feet)  ADJUSTED  
 BT0986  ___________________________________________________________________
 BT0986  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BT0986  DYNAMIC HT  -          65.093 (meters)     213.56  (feet)  COMP
 BT0986  MODELED GRAV-     979,415.4   (mgal)                       NAVD 88
 BT0986
 BT0986  VERT ORDER  -  SECOND    CLASS 0
 BT0986
 BT0986.The horizontal coordinates were scaled from a topographic map and have
 BT0986.an estimated accuracy of +/- 6 seconds.
 BT0986
 BT0986.The orthometric height was determined by differential leveling
 BT0986.and adjusted by the National Geodetic Survey in June 1991..
 BT0986
 BT0986.The geoid height was determined by GEOID03.
 BT0986
 BT0986.The dynamic height is computed by dividing the NAVD 88
 BT0986.geopotential number by the normal gravity value computed on the
 BT0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0986.degrees latitude (g = 980.6199 gals.).
 BT0986
 BT0986.The modeled gravity was interpolated from observed gravity values.
 BT0986
 BT0986;                    North         East    Units  Estimated Accuracy
 BT0986;SPC AL E     -    98,260.      269,780.      MT  (+/- 180 meters Scaled)
 BT0986
 BT0986                          SUPERSEDED SURVEY CONTROL
 BT0986
 BT0986  NGVD 29 (??/??/92)   65.249  (m)          214.07   (f) ADJ UNCH    2 0
 BT0986
 BT0986.Superseded values are not recommended for survey control.
 BT0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0986.See file dsdata.txt to determine how the superseded data were derived.
 BT0986
 BT0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV806737(NAD 83)
 BT0986_MARKER: DB = BENCH MARK DISK
 BT0986_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT0986_SP_SET: BUILDING
 BT0986_STAMPING: E 403 1953
 BT0986_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0986
 BT0986  HISTORY     - Date     Condition        Report By
 BT0986  HISTORY     - 1953     MONUMENTED       CGS
 BT0986
 BT0986                          STATION DESCRIPTION
 BT0986
 BT0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0986'4.9 MI SE FROM HALEBURG.
 BT0986'ABOUT 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE SCHOOL
 BT0986'AT HALEBURG, THENCE ABOUT 0.55 MILE EAST AND 1.25 MILE NORTH
 BT0986'ALONG A GRADED ROAD, SET VERTICALLY IN THE WEST FACE OF WEST WING
 BT0986'OF HAYDEN MEMORIAL HOSPITAL, ABOUT 40 YARDS EAST OF CENTER LINE OF
 BT0986'ROAD, 16 FEET SOUTH OF CENTER OF WEST ENTRANCE, 0.6 FOOT NORTH OF
 BT0986'SOUTHWEST CORNER OF WEST WING OF BUILDING AND 2 1/2 FEET ABOVE
 BT0986'LEVEL OF A CONCRETE WALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0239 ***********************************************************************
 BH0239  DESIGNATION -  E 404
 BH0239  PID         -  BH0239
 BH0239  STATE/COUNTY-  AL/MOBILE
 BH0239  USGS QUAD   -  GRAND BAY (1986)
 BH0239
 BH0239                         *CURRENT SURVEY CONTROL
 BH0239  ___________________________________________________________________
 BH0239* NAD 83(1986)-  30 28 29.     (N)    088 21 04.     (W)     SCALED    
 BH0239* NAVD 88     -        22.163  (meters)      72.71   (feet)  ADJUSTED  
 BH0239  ___________________________________________________________________
 BH0239  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0239  DYNAMIC HT  -          22.134 (meters)      72.62  (feet)  COMP
 BH0239  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BH0239
 BH0239  VERT ORDER  -  FIRST     CLASS I
 BH0239
 BH0239.The horizontal coordinates were scaled from a topographic map and have
 BH0239.an estimated accuracy of +/- 6 seconds.
 BH0239
 BH0239.The orthometric height was determined by differential leveling
 BH0239.and adjusted by the National Geodetic Survey in June 1991..
 BH0239
 BH0239.The geoid height was determined by GEOID03.
 BH0239
 BH0239.The dynamic height is computed by dividing the NAVD 88
 BH0239.geopotential number by the normal gravity value computed on the
 BH0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0239.degrees latitude (g = 980.6199 gals.).
 BH0239
 BH0239.The modeled gravity was interpolated from observed gravity values.
 BH0239
 BH0239;                    North         East    Units  Estimated Accuracy
 BH0239;SPC AL W     -    52,930.      518,280.      MT  (+/- 180 meters Scaled)
 BH0239
 BH0239                          SUPERSEDED SURVEY CONTROL
 BH0239
 BH0239  NGVD 29 (??/??/??)   22.120  (m)           72.57   (f) ADJUSTED    1 1
 BH0239
 BH0239.Superseded values are not recommended for survey control.
 BH0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0239.See file dsdata.txt to determine how the superseded data were derived.
 BH0239
 BH0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU703721(NAD 83)
 BH0239_MARKER: DB = BENCH MARK DISK
 BH0239_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0239_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0239_STAMPING: E 404 1955
 BH0239_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0239+STABILITY: SURFACE MOTION
 BH0239
 BH0239  HISTORY     - Date     Condition        Report By
 BH0239  HISTORY     - 1955     MONUMENTED       CGS
 BH0239  HISTORY     - 1968     GOOD             CGS
 BH0239
 BH0239                          STATION DESCRIPTION
 BH0239
 BH0239'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0239'IN GRAND BAY.
 BH0239'AT GRAND BAY, ABOUT 0.6 MILE SOUTHWEST ALONG THE LOUISVILLE AND
 BH0239'NASHVILLE RAILROAD FROM THE CROSSING OF STATE HIGHWAY 188, IN SECTION
 BH0239'35, R 4 W, T 6 S, ABOUT 0.15 MILE NORTHEAST OF MILEPOST 692, 142 FEET
 BH0239'SOUTH-SOUTHWEST OF THE CENTER OF THE JUNCTION OF U. S. HIGHWAY 90 AND
 BH0239'OAK LANE, 86 FEET SOUTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90,
 BH0239'40.3 FEET NORTHWEST OF THE NORTHWEST RAIL, 31 FEET SOUTHWEST OF THE
 BH0239'SOUTHEAST POLE OF TWO TELEGRAPH POLE (POLE NO. 35), 1.1 FEET SOUTHWEST
 BH0239'OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE TRACK AND SET
 BH0239'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF
 BH0239'THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0138 ***********************************************************************
 BH0138  DESIGNATION -  E 405
 BH0138  PID         -  BH0138
 BH0138  STATE/COUNTY-  AL/MOBILE
 BH0138  USGS QUAD   -  THEODORE (1982)
 BH0138
 BH0138                         *CURRENT SURVEY CONTROL
 BH0138  ___________________________________________________________________
 BH0138* NAD 83(1986)-  30 31 54.     (N)    088 10 14.     (W)     SCALED    
 BH0138* NAVD 88     -        17.462  (meters)      57.29   (feet)  ADJUSTED  
 BH0138  ___________________________________________________________________
 BH0138  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 BH0138  DYNAMIC HT  -          17.439 (meters)      57.21  (feet)  COMP
 BH0138  MODELED GRAV-     979,325.1   (mgal)                       NAVD 88
 BH0138
 BH0138  VERT ORDER  -  FIRST     CLASS II
 BH0138
 BH0138.The horizontal coordinates were scaled from a topographic map and have
 BH0138.an estimated accuracy of +/- 6 seconds.
 BH0138
 BH0138.The orthometric height was determined by differential leveling
 BH0138.and adjusted by the National Geodetic Survey in June 1991..
 BH0138
 BH0138.The geoid height was determined by GEOID03.
 BH0138
 BH0138.The dynamic height is computed by dividing the NAVD 88
 BH0138.geopotential number by the normal gravity value computed on the
 BH0138.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0138.degrees latitude (g = 980.6199 gals.).
 BH0138
 BH0138.The modeled gravity was interpolated from observed gravity values.
 BH0138
 BH0138;                    North         East    Units  Estimated Accuracy
 BH0138;SPC AL W     -    59,130.      535,650.      MT  (+/- 180 meters Scaled)
 BH0138
 BH0138                          SUPERSEDED SURVEY CONTROL
 BH0138
 BH0138  NGVD 29 (06/24/99)   17.418  (m)           57.15   (f) ADJUSTED    1 2
 BH0138
 BH0138.Superseded values are not recommended for survey control.
 BH0138.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0138.See file dsdata.txt to determine how the superseded data were derived.
 BH0138
 BH0138_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU877782(NAD 83)
 BH0138_MARKER: DB = BENCH MARK DISK
 BH0138_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0138_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0138_STAMPING: E 405 1955
 BH0138_MARK LOGO: CGS   
 BH0138_PROJECTION: FLUSH
 BH0138_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0138+STABILITY: SURFACE MOTION
 BH0138
 BH0138  HISTORY     - Date     Condition        Report By
 BH0138  HISTORY     - 1955     MONUMENTED       CGS
 BH0138  HISTORY     - 1984     GOOD             NGS
 BH0138
 BH0138                          STATION DESCRIPTION
 BH0138
 BH0138'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0138'0.9 MI S FROM THEODORE.
 BH0138'ABOUT 0.9 MILE SOUTH ALONG A PAVED ROAD FROM THE FIRST BAPTIST CHURCH
 BH0138'AT THEODORE, AT THE JUNCTION OF A ROAD EAST, 28 1/2 FEET EAST OF
 BH0138'CENTER LINE OF ROAD, 35 FEET NORTH OF CENTER LINE OF ROAD EAST, 84
 BH0138'FEET NORTH-NORTHWEST AND ACROSS ROAD EAST FROM THE NORTHWEST CORNER OF
 BH0138'A WHITE FRAME HOUSE, 45 FEET NORTHEAST OF CENTER OF JUNCTION, 1 1/2
 BH0138'FEET WEST OF A FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 BH0138'POST, ABOUT 1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 BH0138'CONCRETE POST PROJECTING 4 INCHES.
 BH0138
 BH0138                          STATION RECOVERY (1984)
 BH0138
 BH0138'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH0138'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.  1.5 KM
 BH0138'(0.9 MI) SOUTH ALONG COUNTY ROAD 59 FROM THE FIRST BAPTIST CHURCH IN
 BH0138'THEODORE TO THE JUNCTION OF A BARRICADED DEAD END DIRT ROAD,
 BH0138'9.0 METERS (29.4 FT) EAST OF THE CENTERLINE OF THE COUNTY ROAD,
 BH0138'10.4 METERS (34.0 FT) NORTH OF THE APPROXIMATE CENTER OF A DIRT ROAD
 BH0138'EAST WITH A WOODEN BARRICADE, 55.2 METERS (181.0 FT) SOUTH OF THE
 BH0138'SOUTH CURB OF THE CENTER MEDIAN OF COUNTRY CLUB ROAD, 45.7 METERS
 BH0138'(150.0 FT) SOUTH OF A POWERLINE POLE, 44.5 METERS (146.0 FT) SOUTH OF
 BH0138'A CONCRETE RIGHT OF WAY POST, AND 22.2 METERS (66.2 FT) EAST-NORTHEAST
 BH0138'AND ACROSS THE HIGHWAY FROM THE NORTHEAST CORNER OF A CYCLONE FENCE.
 BH0138'THE MARK IS ABOVE LEVEL WITH COUNTY ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0149 ***********************************************************************
 BH0149  DESIGNATION -  E 406
 BH0149  PID         -  BH0149
 BH0149  STATE/COUNTY-  AL/MOBILE
 BH0149  USGS QUAD   -  MOBILE (1982)
 BH0149
 BH0149                         *CURRENT SURVEY CONTROL
 BH0149  ___________________________________________________________________
 BH0149* NAD 83(1986)-  30 40 19.     (N)    088 04 47.     (W)     SCALED    
 BH0149* NAVD 88     -        10.32   (+/-2cm)      33.9    (feet)  VERTCON   
 BH0149  ___________________________________________________________________
 BH0149  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 BH0149
 BH0149  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0149
 BH0149.The horizontal coordinates were scaled from a topographic map and have
 BH0149.an estimated accuracy of +/- 6 seconds.
 BH0149
 BH0149.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0149.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0149.The vertical order pertains to the NGVD 29 superseded value.
 BH0149
 BH0149.The geoid height was determined by GEOID03.
 BH0149
 BH0149;                    North         East    Units  Estimated Accuracy
 BH0149;SPC AL W     -    74,630.      544,450.      MT  (+/- 180 meters Scaled)
 BH0149
 BH0149                          SUPERSEDED SURVEY CONTROL
 BH0149
 BH0149  NGVD 29 (??/??/??)   10.287  (m)           33.75   (f) ADJUSTED    1 2
 BH0149
 BH0149.Superseded values are not recommended for survey control.
 BH0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0149.See file dsdata.txt to determine how the superseded data were derived.
 BH0149
 BH0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU965937(NAD 83)
 BH0149_MARKER: DB = BENCH MARK DISK
 BH0149_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0149_SP_SET: BUILDING
 BH0149_STAMPING: E 406 1955
 BH0149_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0149
 BH0149  HISTORY     - Date     Condition        Report By
 BH0149  HISTORY     - 1955     MONUMENTED       CGS
 BH0149  HISTORY     - 19980113 GOOD             USPSQD
 BH0149
 BH0149                          STATION DESCRIPTION
 BH0149
 BH0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0149'IN MOBILE.
 BH0149'AT MOBILE, ABOUT 1.85 MILES WEST ALONG THE GULF, MOBILE AND OHIO
 BH0149'RAILROAD FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0149'(CROSSING IN SOUTH PART OF TOWN), AT THE CROSSING OF WIENECKER AVENUE,
 BH0149'SET VERTICALLY IN THE WEST FACE OF BRICK WAREHOUSE OF JOHN A. LAMEY
 BH0149'MILLING COMPANY, 64 1/2 FEET NORTHEAST OF CENTER OF CROSSING OF MAIN
 BH0149'TRACK AND WIENECKER AVENUE, 13 FEET EAST OF EAST CURB OF AVENUE, 7
 BH0149'FEET SOUTH OF SOUTH CURB OF OLD CANAL STREET, 2 FEET SOUTH OF
 BH0149'NORTHWEST CORNER OF BUILDING AND 2 1/2 FEET ABOVE GROUND.
 BH0149
 BH0149                          STATION RECOVERY (1998)
 BH0149
 BH0149'RECOVERY NOTE BY US POWER SQUADRON 1998
 BH0149'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1477 ***********************************************************************
 BH1477  DESIGNATION -  E 407
 BH1477  PID         -  BH1477
 BH1477  STATE/COUNTY-  AL/MOBILE
 BH1477  USGS QUAD   -  MOBILE (1982)
 BH1477
 BH1477                         *CURRENT SURVEY CONTROL
 BH1477  ___________________________________________________________________
 BH1477* NAD 83(1986)-  30 41 34.     (N)    088 01 52.     (W)     SCALED    
 BH1477* NAVD 88     -         2.215  (meters)       7.27   (feet)  ADJUSTED  
 BH1477  ___________________________________________________________________
 BH1477  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH1477  DYNAMIC HT  -           2.212 (meters)       7.26  (feet)  COMP
 BH1477  MODELED GRAV-     979,343.2   (mgal)                       NAVD 88
 BH1477
 BH1477  VERT ORDER  -  FIRST     CLASS I
 BH1477
 BH1477.The horizontal coordinates were scaled from a topographic map and have
 BH1477.an estimated accuracy of +/- 6 seconds.
 BH1477
 BH1477.The orthometric height was determined by differential leveling
 BH1477.and adjusted by the National Geodetic Survey in June 1991..
 BH1477
 BH1477.The geoid height was determined by GEOID03.
 BH1477
 BH1477.The dynamic height is computed by dividing the NAVD 88
 BH1477.geopotential number by the normal gravity value computed on the
 BH1477.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1477.degrees latitude (g = 980.6199 gals.).
 BH1477
 BH1477.The modeled gravity was interpolated from observed gravity values.
 BH1477
 BH1477;                    North         East    Units  Estimated Accuracy
 BH1477;SPC AL W     -    76,920.      549,120.      MT  (+/- 180 meters Scaled)
 BH1477
 BH1477                          SUPERSEDED SURVEY CONTROL
 BH1477
 BH1477  NGVD 29 (??/??/??)    2.172  (m)            7.13   (f) ADJUSTED    1 1
 BH1477
 BH1477.Superseded values are not recommended for survey control.
 BH1477.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1477.See file dsdata.txt to determine how the superseded data were derived.
 BH1477
 BH1477_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU012960(NAD 83)
 BH1477_MARKER: DD = SURVEY DISK
 BH1477_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH1477_SP_SET: CONCRETE POST
 BH1477_STAMPING: E 407
 BH1477_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH1477+STABILITY: SURFACE MOTION
 BH1477
 BH1477  HISTORY     - Date     Condition        Report By
 BH1477  HISTORY     - UNK      MONUMENTED       ALHD
 BH1477  HISTORY     - 1968     GOOD             CGS
 BH1477
 BH1477                          STATION DESCRIPTION
 BH1477
 BH1477'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH1477'IN MOBILE.
 BH1477'AT MOBILE, ALONG THE SOUTH SIDE AND NEAR THE EAST END OF THE
 BH1477'BANKHEAD TUNNEL UNDER THE MOBILE RIVER, 113 1/2 FEET SOUTHWEST OF AND
 BH1477'ACROSS A DRIVEWAY FORM THE SOUHTEAST CORNER OF THE CONCRETE FACE OF
 BH1477'THE TUNNEL, 110.7 FEET EAST OF THE NORTHEAST CORNER OF THE NORTH WING
 BH1477'OF A CHAIN LINK FENCE AROUND A LARGE POWER SUB-STATION, 67 182 FEET
 BH1477'SOUTH OF THE CENTER LINE OF DRIVEWAY, 35 FEET SOUTHEAST OF THE EAST
 BH1477'ONE OF TWO POWER LINE POLES SUPPORTING TWO LARGE TRANSFORMERS, ABOUT
 BH1477'LEVEL WITH THE DRIVE AND SET IN THE TOP OF A CONCRETE POST
 BH1477'PROJECTING 9
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1404 ***********************************************************************
 BU1404  DESIGNATION -  E 408
 BU1404  PID         -  BU1404
 BU1404  STATE/COUNTY-  AL/ESCAMBIA
 BU1404  USGS QUAD   -  ATMORE (1986)
 BU1404
 BU1404                         *CURRENT SURVEY CONTROL
 BU1404  ___________________________________________________________________
 BU1404* NAD 83(1986)-  31 01 34.     (N)    087 24 53.     (W)     SCALED    
 BU1404* NAVD 88     -        87.241  (meters)     286.22   (feet)  ADJUSTED  
 BU1404  ___________________________________________________________________
 BU1404  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BU1404  DYNAMIC HT  -          87.130 (meters)     285.86  (feet)  COMP
 BU1404  MODELED GRAV-     979,365.7   (mgal)                       NAVD 88
 BU1404
 BU1404  VERT ORDER  -  FIRST     CLASS II
 BU1404
 BU1404.The horizontal coordinates were scaled from a topographic map and have
 BU1404.an estimated accuracy of +/- 6 seconds.
 BU1404
 BU1404.The orthometric height was determined by differential leveling
 BU1404.and adjusted by the National Geodetic Survey in June 1991..
 BU1404
 BU1404.The geoid height was determined by GEOID03.
 BU1404
 BU1404.The dynamic height is computed by dividing the NAVD 88
 BU1404.geopotential number by the normal gravity value computed on the
 BU1404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1404.degrees latitude (g = 980.6199 gals.).
 BU1404
 BU1404.The modeled gravity was interpolated from observed gravity values.
 BU1404
 BU1404;                    North         East    Units  Estimated Accuracy
 BU1404;SPC AL W     -   113,750.      608,140.      MT  (+/- 180 meters Scaled)
 BU1404
 BU1404                          SUPERSEDED SURVEY CONTROL
 BU1404
 BU1404  NGVD 29 (??/??/92)   87.216  (m)          286.14   (f) ADJ UNCH    1 2
 BU1404
 BU1404.Superseded values are not recommended for survey control.
 BU1404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1404.See file dsdata.txt to determine how the superseded data were derived.
 BU1404
 BU1404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV604325(NAD 83)
 BU1404_MARKER: DB = BENCH MARK DISK
 BU1404_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1404_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1404_STAMPING: E 408 1955
 BU1404_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1404+STABILITY: SURFACE MOTION
 BU1404
 BU1404  HISTORY     - Date     Condition        Report By
 BU1404  HISTORY     - 1955     MONUMENTED       CGS
 BU1404
 BU1404                          STATION DESCRIPTION
 BU1404
 BU1404'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BU1404'4.6 MI E FROM ATMORE.
 BU1404'4.6 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU1404'STATION AT ATMORE, ABOUT 0.35 MILE WEST OF THE STATION AT CANOE, ABOUT
 BU1404'115 YARDS EAST OF MILE POST 617, 127 FEET SOUTH AND ACROSS U.S.
 BU1404'HIGHWAY 31 FROM THE SOUTH RAIL, 49 1/2 FEET SOUTH OF CENTER LINE OF
 BU1404'HIGHWAY, 120 1/2 FEET SOUTH AND ACROSS HIGHWAY FROM A SWITCH STAND AT
 BU1404'WEST END OF A SIDING, 222 FEET EAST OF CENTER LINE OF A DRIVE SOUTH TO
 BU1404'BACHELOR AIRPORT, 1 FOOT NORTH OF A FENCE LINE, 1 1/2 FEET NORTHWEST
 BU1404'OF A FENCE CORNER AT NORTHEAST CORNER OF AIRPORT, ABOUT 2 FEET BELOW
 BU1404'LEVEL OF TRACK, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 BU1404'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2634 ***********************************************************************
 BG2634  DESIGNATION -  E 409
 BG2634  PID         -  BG2634
 BG2634  STATE/COUNTY-  AL/BALDWIN
 BG2634  USGS QUAD   -  BAY MINETTE NORTH (1985)
 BG2634
 BG2634                         *CURRENT SURVEY CONTROL
 BG2634  ___________________________________________________________________
 BG2634* NAD 83(1986)-  30 54 01.     (N)    087 45 06.     (W)     SCALED    
 BG2634* NAVD 88     -        62.747  (meters)     205.86   (feet)  ADJUSTED  
 BG2634  ___________________________________________________________________
 BG2634  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 BG2634  DYNAMIC HT  -          62.666 (meters)     205.60  (feet)  COMP
 BG2634  MODELED GRAV-     979,355.0   (mgal)                       NAVD 88
 BG2634
 BG2634  VERT ORDER  -  FIRST     CLASS II
 BG2634
 BG2634.The horizontal coordinates were scaled from a topographic map and have
 BG2634.an estimated accuracy of +/- 6 seconds.
 BG2634
 BG2634.The orthometric height was determined by differential leveling
 BG2634.and adjusted by the National Geodetic Survey in June 1991..
 BG2634
 BG2634.The geoid height was determined by GEOID03.
 BG2634
 BG2634.The dynamic height is computed by dividing the NAVD 88
 BG2634.geopotential number by the normal gravity value computed on the
 BG2634.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2634.degrees latitude (g = 980.6199 gals.).
 BG2634
 BG2634.The modeled gravity was interpolated from observed gravity values.
 BG2634
 BG2634;                    North         East    Units  Estimated Accuracy
 BG2634;SPC AL W     -    99,830.      575,940.      MT  (+/- 180 meters Scaled)
 BG2634
 BG2634                          SUPERSEDED SURVEY CONTROL
 BG2634
 BG2634  NGVD 29 (??/??/92)   62.704  (m)          205.72   (f) ADJ UNCH    1 2
 BG2634
 BG2634.Superseded values are not recommended for survey control.
 BG2634.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2634.See file dsdata.txt to determine how the superseded data were derived.
 BG2634
 BG2634_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV281187(NAD 83)
 BG2634_MARKER: DB = BENCH MARK DISK
 BG2634_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2634_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2634_STAMPING: E 409 1955
 BG2634_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2634+STABILITY: SURFACE MOTION
 BG2634
 BG2634  HISTORY     - Date     Condition        Report By
 BG2634  HISTORY     - 1955     MONUMENTED       CGS
 BG2634  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BG2634
 BG2634                          STATION DESCRIPTION
 BG2634
 BG2634'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG2634'1.8 MI NE FROM BAY MINETTE.
 BG2634'ABOUT 1.8 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 BG2634'RAILROAD FROM THE STATION AT BAY MINETTE, ABOUT 0.45 MILE NORTHEAST
 BG2634'OF MILE POST 641, ABOUT 0.25 MILE SOUTHWEST OF TRESTLE NO. 182
 BG2634'OVER MC CURTIN CREEK, ABOUT 0.8 MILE NORTHEAST OF OVERPASS
 BG2634'OF U.S. HIGHWAY 31 OVER TRACK, ABOUT 0.25 MILE NORTHEAST OF A
 BG2634'SAW MILL, BETWEEN TWO RAILROAD CUTS, 67 FEET SOUTHEAST OF
 BG2634'SOUTHEAST RAIL, 1 FOOT SOUTH OF A FENCE LINE RUNNING EAST-WEST,
 BG2634'19 1/2 FEET SOUTHEAST OF A FENCE LINE, 108 1/2 FEET SOUTHEAST
 BG2634'AND ACROSS TRACK FROM A TELEPHONE POLE, 136 FEET SOUTHEAST AND
 BG2634'AT RIGHT ANGLE ACROSS TRACK FROM TELEPHONE POLE NO. 5930 WHICH
 BG2634'IS IN THE NORTHWEST ONE OF TWO ROWS OF POLES ON NORTHWEST SIDE
 BG2634'OF TRACK, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BG2634'LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BG2634'3 INCHES.
 BG2634
 BG2634                          STATION RECOVERY (1988)
 BG2634
 BG2634'RECOVERY NOTE BY US POWER SQUADRON 1988 (JNT)
 BG2634'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0248 ***********************************************************************
 CN0248  DESIGNATION -  E 41
 CN0248  PID         -  CN0248
 CN0248  STATE/COUNTY-  AL/COOSA
 CN0248  USGS QUAD   -  EQUALITY (1971)
 CN0248
 CN0248                         *CURRENT SURVEY CONTROL
 CN0248  ___________________________________________________________________
 CN0248* NAD 83(1986)-  32 46 38.     (N)    086 06 42.     (W)     SCALED    
 CN0248* NAVD 88     -       196.011  (meters)     643.08   (feet)  ADJUSTED  
 CN0248  ___________________________________________________________________
 CN0248  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 CN0248  DYNAMIC HT  -         195.781 (meters)     642.32  (feet)  COMP
 CN0248  MODELED GRAV-     979,461.7   (mgal)                       NAVD 88
 CN0248
 CN0248  VERT ORDER  -  SECOND    CLASS 0
 CN0248
 CN0248.The horizontal coordinates were scaled from a topographic map and have
 CN0248.an estimated accuracy of +/- 6 seconds.
 CN0248
 CN0248.The orthometric height was determined by differential leveling
 CN0248.and adjusted by the National Geodetic Survey in June 1991..
 CN0248
 CN0248.The geoid height was determined by GEOID03.
 CN0248
 CN0248.The dynamic height is computed by dividing the NAVD 88
 CN0248.geopotential number by the normal gravity value computed on the
 CN0248.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0248.degrees latitude (g = 980.6199 gals.).
 CN0248
 CN0248.The modeled gravity was interpolated from observed gravity values.
 CN0248
 CN0248;                    North         East    Units  Estimated Accuracy
 CN0248;SPC AL E     -   252,520.      173,930.      MT  (+/- 180 meters Scaled)
 CN0248
 CN0248                          SUPERSEDED SURVEY CONTROL
 CN0248
 CN0248  NGVD 29 (??/??/92)  195.990  (m)          643.01   (f) ADJ UNCH    2 0
 CN0248
 CN0248.Superseded values are not recommended for survey control.
 CN0248.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0248.See file dsdata.txt to determine how the superseded data were derived.
 CN0248
 CN0248_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB831269(NAD 83)
 CN0248_MARKER: DB = BENCH MARK DISK
 CN0248_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0248_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0248_STAMPING: E 41 1934
 CN0248_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0248+STABILITY: SURFACE MOTION
 CN0248
 CN0248  HISTORY     - Date     Condition        Report By
 CN0248  HISTORY     - 1934     MONUMENTED       CGS
 CN0248  HISTORY     - 1949     GOOD             NGS
 CN0248
 CN0248                          STATION DESCRIPTION
 CN0248
 CN0248'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0248'1.0 MI N FROM EQUALITY.
 CN0248'ABOUT 1.0 MILE NORTH ALONG THE OLD GRADE OF STATE HIGHWAY 9 FROM THE
 CN0248'HIGH SCHOOL AT EQUALITY, (OLD ROAD GRADE IS NOW UNDER CULTIVATION AT
 CN0248'THIS POINT), TO REACH MARK BY TRUCK GO ABOUT 1.25 MILES
 CN0248'NORTH-NORTHWEST AND NORTHEAST ALONG A DIRT ROAD TO A CURVE IN THE ROAD
 CN0248'NORTH AND SOUTHWEST, MARK IS 270 FEET SOUTH-SOUTHEAST OF THE CENTER OF
 CN0248'THE JUNCTION OF THE OLD HIGHWAY BED AND THIS ROAD, 181 FEET
 CN0248'SOUTH-SOUTHEAST OF A FENCE LINE ACROSS OLD HIGHWAY BED, 109 FEET
 CN0248'SOUTHEAST AND ACROSS OLD ROAD BED FROM THE CENTER LINE OF THE
 CN0248'SOUTHWEST TANGENT OF THE ROAD, 32 FEET EAST OF THE CENTER LINE OF THE
 CN0248'OLD HIGHWAY GRADE, 2 FEET WEST OF HIGHWAY R/W MARKER POST NO.
 CN0248'1047+00.0, ABOUT 3 FEET ABOVE THE OLD HIGHWAY GRADE AND SET IN THE TOP
 CN0248'OF A CONCRETE POST PROJECTING 7 INCHES.  NOTE-- MARK IS ABOUT 0.4 MILE
 CN0248'SOUTH OF A CHURCH AND CEMETERY ON WEST SIDE OF THE NORTH TANGENT OF
 CN0248'ABOVE MENTIONED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0607 ***********************************************************************
 CN0607  DESIGNATION -  E 42
 CN0607  PID         -  CN0607
 CN0607  STATE/COUNTY-  AL/AUTAUGA
 CN0607  USGS QUAD   -  PRATTVILLE (1981)
 CN0607
 CN0607                         *CURRENT SURVEY CONTROL
 CN0607  ___________________________________________________________________
 CN0607* NAD 83(1986)-  32 28 07.     (N)    086 28 49.     (W)     SCALED    
 CN0607* NAVD 88     -        61.640  (meters)     202.23   (feet)  ADJUSTED  
 CN0607  ___________________________________________________________________
 CN0607  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CN0607  DYNAMIC HT  -          61.570 (meters)     202.00  (feet)  COMP
 CN0607  MODELED GRAV-     979,490.3   (mgal)                       NAVD 88
 CN0607
 CN0607  VERT ORDER  -  SECOND    CLASS 0
 CN0607
 CN0607.The horizontal coordinates were scaled from a topographic map and have
 CN0607.an estimated accuracy of +/- 6 seconds.
 CN0607
 CN0607.The orthometric height was determined by differential leveling
 CN0607.and adjusted by the National Geodetic Survey in June 1991..
 CN0607
 CN0607.The geoid height was determined by GEOID03.
 CN0607
 CN0607.The dynamic height is computed by dividing the NAVD 88
 CN0607.geopotential number by the normal gravity value computed on the
 CN0607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0607.degrees latitude (g = 980.6199 gals.).
 CN0607
 CN0607.The modeled gravity was interpolated from observed gravity values.
 CN0607
 CN0607;                    North         East    Units  Estimated Accuracy
 CN0607;SPC AL W     -   274,140.      695,860.      MT  (+/- 180 meters Scaled)
 CN0607
 CN0607                          SUPERSEDED SURVEY CONTROL
 CN0607
 CN0607  NGVD 29 (??/??/92)   61.621  (m)          202.17   (f) ADJ UNCH    2 0
 CN0607
 CN0607.Superseded values are not recommended for survey control.
 CN0607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0607.See file dsdata.txt to determine how the superseded data were derived.
 CN0607
 CN0607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA488924(NAD 83)
 CN0607_MARKER: DB = BENCH MARK DISK
 CN0607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0607_STAMPING: E-42 -- 1934
 CN0607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0607+STABILITY: SURFACE MOTION
 CN0607
 CN0607  HISTORY     - Date     Condition        Report By
 CN0607  HISTORY     - 1934     MONUMENTED       CGS
 CN0607  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0607  HISTORY     - 20020305 MARK NOT FOUND   ALHD
 CN0607
 CN0607                          STATION DESCRIPTION
 CN0607
 CN0607'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0607'IN PRATTVILLE.
 CN0607'IS LOCATED 205 YARDS EAST OF THE NORTHEAST CORNER OF THE MOBILE AND
 CN0607'OHIO RWY. STATION. 38.7 FT. NORTHEAST OF THE NORTHEAST RAIL OF TRACK.
 CN0607'45 FT. EAST OF CENTERLINE OF A ROAD THAT CROSSES TRACK. STANDARD
 CN0607'TABLET SET IN TOP OF A CONCRETE POST 2 IN. HIGH.
 CN0607
 CN0607                          STATION RECOVERY (1975)
 CN0607
 CN0607'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0607'MARK NOT FOUND.
 CN0607
 CN0607                          STATION RECOVERY (2002)
 CN0607
 CN0607'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2002 (JDS)
 CN0607'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0239 ***********************************************************************
 BU0239  DESIGNATION -  E 421
 BU0239  PID         -  BU0239
 BU0239  STATE/COUNTY-  AL/COVINGTON
 BU0239  USGS QUAD   -  FLORALA (1984)
 BU0239
 BU0239                         *CURRENT SURVEY CONTROL
 BU0239  ___________________________________________________________________
 BU0239* NAD 83(1986)-  31 02 31.     (N)    086 19 15.     (W)     SCALED    
 BU0239* NAVD 88     -        78.713  (meters)     258.24   (feet)  ADJUSTED  
 BU0239  ___________________________________________________________________
 BU0239  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BU0239  DYNAMIC HT  -          78.615 (meters)     257.92  (feet)  COMP
 BU0239  MODELED GRAV-     979,388.3   (mgal)                       NAVD 88
 BU0239
 BU0239  VERT ORDER  -  FIRST     CLASS I
 BU0239
 BU0239.The horizontal coordinates were scaled from a topographic map and have
 BU0239.an estimated accuracy of +/- 6 seconds.
 BU0239
 BU0239.The orthometric height was determined by differential leveling
 BU0239.and adjusted by the National Geodetic Survey in June 1991..
 BU0239
 BU0239.The geoid height was determined by GEOID03.
 BU0239
 BU0239.The dynamic height is computed by dividing the NAVD 88
 BU0239.geopotential number by the normal gravity value computed on the
 BU0239.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0239.degrees latitude (g = 980.6199 gals.).
 BU0239
 BU0239.The modeled gravity was interpolated from observed gravity values.
 BU0239
 BU0239;                    North         East    Units  Estimated Accuracy
 BU0239;SPC AL E     -    60,180.      153,460.      MT  (+/- 180 meters Scaled)
 BU0239
 BU0239                          SUPERSEDED SURVEY CONTROL
 BU0239
 BU0239  NGVD 29 (??/??/92)   78.749  (m)          258.36   (f) ADJ UNCH    1 1
 BU0239
 BU0239.Superseded values are not recommended for survey control.
 BU0239.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0239.See file dsdata.txt to determine how the superseded data were derived.
 BU0239
 BU0239_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV648344(NAD 83)
 BU0239_MARKER: DB = BENCH MARK DISK
 BU0239_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BU0239_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BU0239_STAMPING: E 421 1967
 BU0239_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0239
 BU0239  HISTORY     - Date     Condition        Report By
 BU0239  HISTORY     - 1967     MONUMENTED       CGS
 BU0239  HISTORY     - 1968     GOOD             NGS
 BU0239
 BU0239                          STATION DESCRIPTION
 BU0239
 BU0239'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0239'3.0 MI NE FROM LOCKHART.
 BU0239'ABOUT 3.0 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU0239'FROM THE CROSSING OF STATE HIGHWAY 55 AT LOCKHART, ABOUT 7 RAILS
 BU0239'NORTHEAST OF MILEPOST 613, ABOUT 4 1/2 RAILS SOUTH OF THE SOUTH END OF
 BU0239'A 50-FOOT WOODEN TRESTLE (NORTH ONE OF THREE), AT THE OUTSIDE AND AT
 BU0239'THE NORTH END OF A CURVE, 76.4 FEET EAST OF THE EAST RAIL, 18 FEET
 BU0239'NORTH OF THE EAST ONE OF TWO FENCE CORNERS, AT A JOGG IN THE
 BU0239'RIGHT-OF-WAY FENCE, 0.8 FOOT WEST OF THE RIGHT-OF-WAY FENCE, 1.3 FEET
 BU0239'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND A DISK
 BU0239'ON THE TOP OF A 3-INCH IRON PIPE PROJECTING 0.6 FOOT ABOVE THE LEVEL
 BU0239'OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0293 ***********************************************************************
 BU0293  DESIGNATION -  E 422
 BU0293  PID         -  BU0293
 BU0293  STATE/COUNTY-  AL/COVINGTON
 BU0293  USGS QUAD   -  ANDALUSIA (1986)
 BU0293
 BU0293                         *CURRENT SURVEY CONTROL
 BU0293  ___________________________________________________________________
 BU0293* NAD 83(1986)-  31 18 27.     (N)    086 27 37.     (W)     SCALED    
 BU0293* NAVD 88     -        99.043  (meters)     324.94   (feet)  ADJUSTED  
 BU0293  ___________________________________________________________________
 BU0293  GEOID HEIGHT-         -26.92  (meters)                     GEOID03
 BU0293  DYNAMIC HT  -          98.921 (meters)     324.54  (feet)  COMP
 BU0293  MODELED GRAV-     979,410.3   (mgal)                       NAVD 88
 BU0293
 BU0293  VERT ORDER  -  FIRST     CLASS I
 BU0293
 BU0293.The horizontal coordinates were scaled from a topographic map and have
 BU0293.an estimated accuracy of +/- 6 seconds.
 BU0293
 BU0293.The orthometric height was determined by differential leveling
 BU0293.and adjusted by the National Geodetic Survey in June 1991..
 BU0293
 BU0293.The geoid height was determined by GEOID03.
 BU0293
 BU0293.The dynamic height is computed by dividing the NAVD 88
 BU0293.geopotential number by the normal gravity value computed on the
 BU0293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0293.degrees latitude (g = 980.6199 gals.).
 BU0293
 BU0293.The modeled gravity was interpolated from observed gravity values.
 BU0293
 BU0293;                    North         East    Units  Estimated Accuracy
 BU0293;SPC AL E     -    89,690.      140,320.      MT  (+/- 180 meters Scaled)
 BU0293
 BU0293                          SUPERSEDED SURVEY CONTROL
 BU0293
 BU0293  NGVD 29 (??/??/92)   99.076  (m)          325.05   (f) ADJ UNCH    1 1
 BU0293
 BU0293.Superseded values are not recommended for survey control.
 BU0293.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0293.See file dsdata.txt to determine how the superseded data were derived.
 BU0293
 BU0293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV513638(NAD 83)
 BU0293_MARKER: DB = BENCH MARK DISK
 BU0293_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0293_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0293_STAMPING: E 422 1967
 BU0293_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0293+STABILITY: SURFACE MOTION
 BU0293
 BU0293  HISTORY     - Date     Condition        Report By
 BU0293  HISTORY     - 1967     MONUMENTED       CGS
 BU0293  HISTORY     - 1968     GOOD             NGS
 BU0293
 BU0293                          STATION DESCRIPTION
 BU0293
 BU0293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0293'1.4 MI E FROM ANDALUSIA.
 BU0293'ABOUT 1.4 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0293'THE STATION AT ANDALUSIA, ABOUT 0.3 MILE EAST OF MILEPOST 581, ABOUT
 BU0293'0.15 MILE WEST OF A BLACK TOPPED ROAD CROSSING, 177 1/2 FEET WEST OF
 BU0293'THE CENTER LINE OF A BLACK TOPPED ROAD LEADING SOUTH AWAY FROM THE
 BU0293'TRACK, 48 1/2 FEET NORTHWEST OF THE NORTHWEST CORNER OF A BARN, 37
 BU0293'FEET SOUTHEAST OF AND ACROSS THE TRACK FROM A WHISTLE POST, 18.7 FEET
 BU0293'SOUTH OF THE SOUTH RAIL, 1.4 FEET EAST OF A METAL WITNESS POST, ABOUT
 BU0293'1 1/2 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BU0293'CONCRETE POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0394 ***********************************************************************
 CN0394  DESIGNATION -  E 423
 CN0394  PID         -  CN0394
 CN0394  STATE/COUNTY-  AL/MONTGOMERY
 CN0394  USGS QUAD   -  SNOWDOUN (1985)
 CN0394
 CN0394                         *CURRENT SURVEY CONTROL
 CN0394  ___________________________________________________________________
 CN0394* NAD 83(1986)-  32 13 49.     (N)    086 17 37.     (W)     SCALED    
 CN0394* NAVD 88     -        90.320  (meters)     296.32   (feet)  ADJUSTED  
 CN0394  ___________________________________________________________________
 CN0394  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 CN0394  DYNAMIC HT  -          90.217 (meters)     295.99  (feet)  COMP
 CN0394  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 CN0394
 CN0394  VERT ORDER  -  FIRST     CLASS I
 CN0394
 CN0394.The horizontal coordinates were scaled from a topographic map and have
 CN0394.an estimated accuracy of +/- 6 seconds.
 CN0394
 CN0394.The orthometric height was determined by differential leveling
 CN0394.and adjusted by the National Geodetic Survey in June 1991..
 CN0394
 CN0394.The geoid height was determined by GEOID03.
 CN0394
 CN0394.The dynamic height is computed by dividing the NAVD 88
 CN0394.geopotential number by the normal gravity value computed on the
 CN0394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0394.degrees latitude (g = 980.6199 gals.).
 CN0394
 CN0394.The modeled gravity was interpolated from observed gravity values.
 CN0394
 CN0394;                    North         East    Units  Estimated Accuracy
 CN0394;SPC AL E     -   191,930.      156,620.      MT  (+/- 180 meters Scaled)
 CN0394
 CN0394                          SUPERSEDED SURVEY CONTROL
 CN0394
 CN0394  NGVD 29 (??/??/92)   90.300  (m)          296.26   (f) ADJ UNCH    1 1
 CN0394
 CN0394.Superseded values are not recommended for survey control.
 CN0394.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0394.See file dsdata.txt to determine how the superseded data were derived.
 CN0394
 CN0394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA665661(NAD 83)
 CN0394_MARKER: DB = BENCH MARK DISK
 CN0394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0394_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0394_STAMPING: E 423 1967
 CN0394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0394+STABILITY: SURFACE MOTION
 CN0394
 CN0394  HISTORY     - Date     Condition        Report By
 CN0394  HISTORY     - 1967     MONUMENTED       CGS
 CN0394
 CN0394                          STATION DESCRIPTION
 CN0394
 CN0394'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0394'0.7 MI S FROM SNOWDOUN.
 CN0394'ABOUT 0.7 MILE SOUTH ALONG U. S. HIGHWAY 331 FROM THE BLACK TOPPED
 CN0394'ROAD CROSSING AT SNOWDOUN, 0.95 MILE NORTH OF THE SEABOARD COAST LINE
 CN0394'RAILROAD UNDERPASS, 47 FEET WEST OF THE CENTER LINE OF THE HIGHWAY,
 CN0394'160 FEET NORTH OF THE CENTER LINE OF A DRIVEWAY TO A FARM HOUSE, 3
 CN0394'FEET NORTH OF A POWER LINE POLE, 2 1/2 FEET EAST OF A FENCE LINE, 2
 CN0394'1/2 FEET EAST OF A METAL WITNESS POST, 3 FEET BELOW THE LEVEL OF THE
 CN0394'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 CN0394'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0058 ***********************************************************************
 BU0058  DESIGNATION -  E 424
 BU0058  PID         -  BU0058
 BU0058  STATE/COUNTY-  AL/PIKE
 BU0058  USGS QUAD   -  YOUNGBLOOD (1981)
 BU0058
 BU0058                         *CURRENT SURVEY CONTROL
 BU0058  ___________________________________________________________________
 BU0058* NAD 83(1986)-  31 48 54.     (N)    086 01 32.     (W)     SCALED    
 BU0058* NAVD 88     -       120.959  (meters)     396.85   (feet)  ADJUSTED  
 BU0058  ___________________________________________________________________
 BU0058  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BU0058  DYNAMIC HT  -         120.816 (meters)     396.38  (feet)  COMP
 BU0058  MODELED GRAV-     979,454.9   (mgal)                       NAVD 88
 BU0058
 BU0058  VERT ORDER  -  FIRST     CLASS I
 BU0058
 BU0058.The horizontal coordinates were scaled from a topographic map and have
 BU0058.an estimated accuracy of +/- 6 seconds.
 BU0058
 BU0058.The orthometric height was determined by differential leveling
 BU0058.and adjusted by the National Geodetic Survey in June 1991..
 BU0058
 BU0058.The geoid height was determined by GEOID03.
 BU0058
 BU0058.The dynamic height is computed by dividing the NAVD 88
 BU0058.geopotential number by the normal gravity value computed on the
 BU0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0058.degrees latitude (g = 980.6199 gals.).
 BU0058
 BU0058.The modeled gravity was interpolated from observed gravity values.
 BU0058
 BU0058;                    North         East    Units  Estimated Accuracy
 BU0058;SPC AL E     -   145,810.      181,800.      MT  (+/- 180 meters Scaled)
 BU0058
 BU0058                          SUPERSEDED SURVEY CONTROL
 BU0058
 BU0058  NGVD 29 (??/??/92)  120.941  (m)          396.79   (f) ADJ UNCH    1 1
 BU0058
 BU0058.Superseded values are not recommended for survey control.
 BU0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0058.See file dsdata.txt to determine how the superseded data were derived.
 BU0058
 BU0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA922203(NAD 83)
 BU0058_MARKER: DB = BENCH MARK DISK
 BU0058_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BU0058_SP_SET: METAL PIPE DRIVEN INTO GROUND
 BU0058_STAMPING: E 424 1967
 BU0058_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0058
 BU0058  HISTORY     - Date     Condition        Report By
 BU0058  HISTORY     - 1967     MONUMENTED       CGS
 BU0058  HISTORY     - 1968     GOOD             NGS
 BU0058
 BU0058                          STATION DESCRIPTION
 BU0058
 BU0058'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0058'3.25 MI NW FROM TROY.
 BU0058'3.25 MILES NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BU0058'STATION AT TROY, ABOUT 0.25 MILE NORTHWEST OF MILEPOST N 854, AT AN
 BU0058'ABANDONED TRAIL CROSSING, 92 FEET SOUTHEAST OF TELEPHONE POLE NO.
 BU0058'1852, 31.7 FEET NORTH OF THE NORTH RAIL OF THE NORTH TRACK, 31 FEET
 BU0058'EAST OF THE CENTER LINE OF THE TRAIL, 29.5 FEET NORTHEAST OF THE NORTH
 BU0058'END OF AN 18-INCH PIPE CULVERT UNDER THE TRACK, 2 FEET WEST OF A METAL
 BU0058'WITNESS POST, ABOUT LEVEL WITH THE TRACK AND IS A DISK BLAZED ON THE
 BU0058'TOP OF A 4-INCH PIPE PROJECTING 6 INCHES ABOVE THE LEVEL OF THE
 BU0058'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0387 ***********************************************************************
 CN0387  DESIGNATION -  E 425
 CN0387  PID         -  CN0387
 CN0387  STATE/COUNTY-  AL/MONTGOMERY
 CN0387  USGS QUAD   -  MONTGOMERY SOUTH (1981)
 CN0387
 CN0387                         *CURRENT SURVEY CONTROL
 CN0387  ___________________________________________________________________
 CN0387* NAD 83(1992)-  32 16 39.72987(N)    086 18 31.25339(W)     ADJUSTED  
 CN0387* NAVD 88     -        64.445  (meters)     211.43   (feet)  ADJUSTED  
 CN0387  ___________________________________________________________________
 CN0387  X           -     347,510.364 (meters)                     COMP
 CN0387  Y           -  -5,386,509.394 (meters)                     COMP
 CN0387  Z           -   3,386,526.386 (meters)                     COMP
 CN0387  LAPLACE CORR-          -0.33  (seconds)                    DEFLEC99
 CN0387  ELLIP HEIGHT-          36.70  (meters)          (09/30/02) GPS OBS
 CN0387  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CN0387  DYNAMIC HT  -          64.371 (meters)     211.19  (feet)  COMP
 CN0387  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CN0387
 CN0387  HORZ ORDER  -  FIRST
 CN0387  VERT ORDER  -  FIRST     CLASS I
 CN0387  ELLP ORDER  -  FIRST     CLASS II
 CN0387
 CN0387.The horizontal coordinates were established by GPS observations
 CN0387.and adjusted by the National Geodetic Survey in February 2002..
 CN0387
 CN0387.The orthometric height was determined by differential leveling
 CN0387.and adjusted by the National Geodetic Survey in June 1991..
 CN0387
 CN0387.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN0387
 CN0387.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN0387
 CN0387.The ellipsoidal height was determined by GPS observations
 CN0387.and is referenced to NAD 83.
 CN0387
 CN0387.The geoid height was determined by GEOID03.
 CN0387
 CN0387.The dynamic height is computed by dividing the NAVD 88
 CN0387.geopotential number by the normal gravity value computed on the
 CN0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0387.degrees latitude (g = 980.6199 gals.).
 CN0387
 CN0387.The modeled gravity was interpolated from observed gravity values.
 CN0387
 CN0387;                    North         East     Units Scale Factor Converg.
 CN0387;SPC AL E     -   197,196.263   155,220.336   MT  0.99998472   -0 15 13.9
 CN0387;UTM  16      - 3,571,427.368   565,101.833   MT  0.99965226   +0 22 09.1
 CN0387
 CN0387!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN0387!SPC AL E     -   0.99999424  x   0.99998472  =   0.99997896
 CN0387!UTM  16      -   0.99999424  x   0.99965226  =   0.99964650
 CN0387
 CN0387                          SUPERSEDED SURVEY CONTROL
 CN0387
 CN0387  ELLIP H (02/08/02)   36.77   (m)                       GP(       ) 1 2
 CN0387  NAVD 88 (02/08/02)   64.44   (m)          211.4    (f) LEVELING    3  
 CN0387  NGVD 29 (??/??/92)   64.428  (m)          211.38   (f) ADJ UNCH    1 1
 CN0387
 CN0387.Superseded values are not recommended for survey control.
 CN0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0387.See file dsdata.txt to determine how the superseded data were derived.
 CN0387
 CN0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6510271427(NAD 83)
 CN0387_MARKER: DB = BENCH MARK DISK
 CN0387_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN0387_SP_SET: 12 FEET
 CN0387_STAMPING: E 425 1967
 CN0387_MARK LOGO: CGS   
 CN0387_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CN0387_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0387_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN0387+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 CN0387
 CN0387  HISTORY     - Date     Condition        Report By
 CN0387  HISTORY     - 1967     MONUMENTED       CGS
 CN0387  HISTORY     - 20010425 GOOD             NGS
 CN0387
 CN0387                          STATION DESCRIPTION
 CN0387
 CN0387'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0387'2.65 MI N FROM SNOWDOUN.
 CN0387'ABOUT 2.65 MILES NORTH ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 CN0387'CROSSING OF BUTLER MILL ROAD AT SNOWDOUN, AT THE CROSSING OF TEAGUE
 CN0387'ROAD, 59 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING THE TRACK,
 CN0387'42 FEET EAST OF THE EAST RAIL, 40 FEET SOUTH OF THE CENTER LINE OF THE
 CN0387'ROAD, 1 FOOT NORTH OF THE RIGHT-OF-WAY FENCE LINE, 260 FEET SOUTHEAST
 CN0387'OF AND ACROSS THE TRACK AND ROAD FROM BENCH MARK C 423 DESCRIBED, 2
 CN0387'FEET WEST OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK
 CN0387'AND IS A DISK ON THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE
 CN0387'GROUND AND PROTECTED BY A 6 INCH METAL PIPE WHICH PROJECTS 2 INCHES
 CN0387'ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A
 CN0387'DEPTH OF 12 FEET.
 CN0387
 CN0387                          STATION RECOVERY (2001)
 CN0387
 CN0387'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (AJL)
 CN0387'THE STATION IS LOCATED ABOUT 2.65 MILES NORTH OF SNOWDOUN AND 3.3
 CN0387'MILES SOUTH OF
 CN0387'MONTGOMERY IN THE SOUTHEAST ANGLE OF THE JUNCTION OF MONTGOMERY COUNTY
 CN0387'ROAD 42
 CN0387'AND A RAILROAD CROSSING.
 CN0387' 
 CN0387'TO REACH THE STATION FROM THE JUNCTIN OF US HIGHWAYS 80 AND 331 IN THE
 CN0387'SOUTHERN PART
 CN0387'OF MONTGOMERY,  GO SOUTH ON U.S. HIGHWAY 331 FOR 3.3 MILES TO COUNTY
 CN0387'ROAD 42  ON THE
 CN0387'RIGHT.  RIGHT AND WEST ON THE COUNTY ROAD FOR ABOUT 0.1 MILE TO A
 CN0387'RAILROAD CROSSING
 CN0387'AND STATION AS DESCRIBED.
 CN0387' 
 CN0387'THE STATION IS 59 FEET SOUTHEAST OF THE CENTER OF THE ROAD CROSSING
 CN0387'THE TRACL,  42 FEET
 CN0387'EAST OF THE EAST RAIL, 40 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 CN0387'260 FEET SOUTHEAST
 CN0387'OF AND ACROSS THE TRACK AND ROAD FROM BENCH MARK C 423, 1.1 FEET WEST
 CN0387'OF A METAL
 CN0387'WITNESS POST, 2 FEET BELOW THE LEVEL OF THE TRACK
 CN0387'
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0019 ***********************************************************************
 BU0019  DESIGNATION -  E 426
 BU0019  PID         -  BU0019
 BU0019  STATE/COUNTY-  AL/CRENSHAW
 BU0019  USGS QUAD   -  BULLOCK (1968)
 BU0019
 BU0019                         *CURRENT SURVEY CONTROL
 BU0019  ___________________________________________________________________
 BU0019* NAD 83(1986)-  31 35 08.     (N)    086 14 39.     (W)     SCALED    
 BU0019* NAVD 88     -        80.259  (meters)     263.32   (feet)  ADJUSTED  
 BU0019  ___________________________________________________________________
 BU0019  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 BU0019  DYNAMIC HT  -          80.162 (meters)     263.00  (feet)  COMP
 BU0019  MODELED GRAV-     979,431.4   (mgal)                       NAVD 88
 BU0019
 BU0019  VERT ORDER  -  FIRST     CLASS I
 BU0019
 BU0019.The horizontal coordinates were scaled from a topographic map and have
 BU0019.an estimated accuracy of +/- 6 seconds.
 BU0019
 BU0019.The orthometric height was determined by differential leveling
 BU0019.and adjusted by the National Geodetic Survey in June 1991..
 BU0019
 BU0019.The geoid height was determined by GEOID03.
 BU0019
 BU0019.The dynamic height is computed by dividing the NAVD 88
 BU0019.geopotential number by the normal gravity value computed on the
 BU0019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0019.degrees latitude (g = 980.6199 gals.).
 BU0019
 BU0019.The modeled gravity was interpolated from observed gravity values.
 BU0019
 BU0019;                    North         East    Units  Estimated Accuracy
 BU0019;SPC AL E     -   120,420.      161,010.      MT  (+/- 180 meters Scaled)
 BU0019
 BU0019                          SUPERSEDED SURVEY CONTROL
 BU0019
 BU0019  NGVD 29 (??/??/92)   80.259  (m)          263.32   (f) ADJ UNCH    1 1
 BU0019
 BU0019.Superseded values are not recommended for survey control.
 BU0019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0019.See file dsdata.txt to determine how the superseded data were derived.
 BU0019
 BU0019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV717947(NAD 83)
 BU0019_MARKER: DB = BENCH MARK DISK
 BU0019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0019_STAMPING: E 426 1967
 BU0019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0019+STABILITY: SURFACE MOTION
 BU0019
 BU0019  HISTORY     - Date     Condition        Report By
 BU0019  HISTORY     - 1967     MONUMENTED       CGS
 BU0019
 BU0019                          STATION DESCRIPTION
 BU0019
 BU0019'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BU0019'0.75 MI NE FROM BRANTLEY.
 BU0019'0.75 MILE NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BU0019'CROSSING OF MAIN STREET AT BRANTLEY, ABOUT MIDWAY BETWEEN MILEPOST S
 BU0019'400, AND S 401, AT A PRIVATE DIRT ROAD CROSSING, NEAR RAILWAY TRESTLE
 BU0019'S 400.5, 49 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE TRESTLE, 44
 BU0019'FEET NORTHWEST OF THE CENTER OF THE ROAD CROSSING THE TRACK, 37.5 FEET
 BU0019'NORTH OF THE NORTH RAIL, 13 FEET WEST OF THE CENTER LINE OF THE ROAD,
 BU0019'2 FEET SOUTH OF A METAL WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE
 BU0019'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE
 BU0019'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0312 ***********************************************************************
 CN0312  DESIGNATION -  E 427
 CN0312  PID         -  CN0312
 CN0312  STATE/COUNTY-  AL/MONTGOMERY
 CN0312  USGS QUAD   -  WILLOW SPRINGS (1987)
 CN0312
 CN0312                         *CURRENT SURVEY CONTROL
 CN0312  ___________________________________________________________________
 CN0312* NAD 83(1986)-  32 24 57.     (N)    086 11 06.     (W)     SCALED    
 CN0312* NAVD 88     -        51.359  (meters)     168.50   (feet)  ADJUSTED  
 CN0312  ___________________________________________________________________
 CN0312  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 CN0312  DYNAMIC HT  -          51.301 (meters)     168.31  (feet)  COMP
 CN0312  MODELED GRAV-     979,493.0   (mgal)                       NAVD 88
 CN0312
 CN0312  VERT ORDER  -  FIRST     CLASS I
 CN0312
 CN0312.The horizontal coordinates were scaled from a topographic map and have
 CN0312.an estimated accuracy of +/- 6 seconds.
 CN0312
 CN0312.The orthometric height was determined by differential leveling
 CN0312.and adjusted by the National Geodetic Survey in June 1991..
 CN0312
 CN0312.The geoid height was determined by GEOID03.
 CN0312
 CN0312.The dynamic height is computed by dividing the NAVD 88
 CN0312.geopotential number by the normal gravity value computed on the
 CN0312.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0312.degrees latitude (g = 980.6199 gals.).
 CN0312
 CN0312.The modeled gravity was interpolated from observed gravity values.
 CN0312
 CN0312;                    North         East    Units  Estimated Accuracy
 CN0312;SPC AL E     -   212,470.      166,920.      MT  (+/- 180 meters Scaled)
 CN0312
 CN0312                          SUPERSEDED SURVEY CONTROL
 CN0312
 CN0312  NGVD 29 (??/??/92)   51.340  (m)          168.44   (f) ADJ UNCH    1 1
 CN0312
 CN0312.Superseded values are not recommended for survey control.
 CN0312.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0312.See file dsdata.txt to determine how the superseded data were derived.
 CN0312
 CN0312_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA766868(NAD 83)
 CN0312_MARKER: DB = BENCH MARK DISK
 CN0312_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0312_SP_SET: BRIDGE
 CN0312_STAMPING: E 427 1967
 CN0312_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0312
 CN0312  HISTORY     - Date     Condition        Report By
 CN0312  HISTORY     - 1967     MONUMENTED       CGS
 CN0312  HISTORY     - 1968     GOOD             NGS
 CN0312
 CN0312                          STATION DESCRIPTION
 CN0312
 CN0312'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0312'5.9 MI E FROM BOYLSTON.
 CN0312'ABOUT 5.9 MILES EAST ALONG THE WESTERN RAILWAY OF ALABAMA FROM THE
 CN0312'STATION AT BOYLSTON, ABOUT 0.3 MILE EAST OF MILEPOST 166, SET ON THE
 CN0312'TOP OF THE SOUTH END OF THE WEST BRIDGE SEAT FOR A 125-FOOT LONG
 CN0312'BRIDGE OVER A SMALL STREAM, 6.5 FEET SOUTH OF THE SOUTH RAIL, 1.5 FEET
 CN0312'NORTH OF THE SOUTH END OF THE BRIDGE SEAT AND 4 FEET BELOW THE LEVEL
 CN0312'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1034 ***********************************************************************
 CM1034  DESIGNATION -  E 428
 CM1034  PID         -  CM1034
 CM1034  STATE/COUNTY-  AL/MACON
 CM1034  USGS QUAD   -  TUSKEGEE (1983)
 CM1034
 CM1034                         *CURRENT SURVEY CONTROL
 CM1034  ___________________________________________________________________
 CM1034* NAD 83(1986)-  32 29 25.     (N)    085 41 50.     (W)     SCALED    
 CM1034* NAVD 88     -        78.793  (meters)     258.51   (feet)  ADJUSTED  
 CM1034  ___________________________________________________________________
 CM1034  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CM1034  DYNAMIC HT  -          78.701 (meters)     258.20  (feet)  COMP
 CM1034  MODELED GRAV-     979,473.7   (mgal)                       NAVD 88
 CM1034
 CM1034  VERT ORDER  -  FIRST     CLASS I
 CM1034
 CM1034.The horizontal coordinates were scaled from a topographic map and have
 CM1034.an estimated accuracy of +/- 6 seconds.
 CM1034
 CM1034.The orthometric height was determined by differential leveling
 CM1034.and adjusted by the National Geodetic Survey in June 1991..
 CM1034
 CM1034.The geoid height was determined by GEOID03.
 CM1034
 CM1034.The dynamic height is computed by dividing the NAVD 88
 CM1034.geopotential number by the normal gravity value computed on the
 CM1034.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1034.degrees latitude (g = 980.6199 gals.).
 CM1034
 CM1034.The modeled gravity was interpolated from observed gravity values.
 CM1034
 CM1034;                    North         East    Units  Estimated Accuracy
 CM1034;SPC AL E     -   220,680.      212,790.      MT  (+/- 180 meters Scaled)
 CM1034
 CM1034                          SUPERSEDED SURVEY CONTROL
 CM1034
 CM1034  NGVD 29 (??/??/92)   78.767  (m)          258.42   (f) ADJ UNCH    1 1
 CM1034
 CM1034.Superseded values are not recommended for survey control.
 CM1034.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1034.See file dsdata.txt to determine how the superseded data were derived.
 CM1034
 CM1034_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA224955(NAD 83)
 CM1034_MARKER: DB = BENCH MARK DISK
 CM1034_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1034_SP_SET: BRIDGE
 CM1034_STAMPING: E 428 1968
 CM1034_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1034
 CM1034  HISTORY     - Date     Condition        Report By
 CM1034  HISTORY     - 1968     MONUMENTED       CGS
 CM1034
 CM1034                          STATION DESCRIPTION
 CM1034
 CM1034'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM1034'1.5 MI E FROM CHEHAW.
 CM1034'ABOUT 1.5 MILES EAST ALONG THE WESTERN RAILWAY OF ALABAMA FROM
 CM1034'THE STATION AT CHEHAW, ABOUT 0.2 MILE WEST OF MILEPOST 134, SET
 CM1034'IN THE TOP OF THE SOUTHWEST END OF THE EAST WING WALL OF THE
 CM1034'BRIDGE OVER RED CREEK, 5.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 CM1034'1 FOOT NORTHEAST OF THE SOUTHWEST END OF THE WING WALL AND ABOUT
 CM1034'3 FEET BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1214 ***********************************************************************
 CM1214  DESIGNATION -  E 429
 CM1214  PID         -  CM1214
 CM1214  STATE/COUNTY-  AL/LEE
 CM1214  USGS QUAD   -  LOACHAPOKA (1983)
 CM1214
 CM1214                         *CURRENT SURVEY CONTROL
 CM1214  ___________________________________________________________________
 CM1214* NAD 83(1986)-  32 35 56.     (N)    085 33 12.     (W)     SCALED    
 CM1214* NAVD 88     -       198.381  (meters)     650.86   (feet)  ADJUSTED  
 CM1214  ___________________________________________________________________
 CM1214  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CM1214  DYNAMIC HT  -         198.147 (meters)     650.09  (feet)  COMP
 CM1214  MODELED GRAV-     979,454.1   (mgal)                       NAVD 88
 CM1214
 CM1214  VERT ORDER  -  FIRST     CLASS I
 CM1214
 CM1214.The horizontal coordinates were scaled from a topographic map and have
 CM1214.an estimated accuracy of +/- 6 seconds.
 CM1214
 CM1214.The orthometric height was determined by differential leveling
 CM1214.and adjusted by the National Geodetic Survey in June 1991..
 CM1214
 CM1214.The geoid height was determined by GEOID03.
 CM1214
 CM1214.The dynamic height is computed by dividing the NAVD 88
 CM1214.geopotential number by the normal gravity value computed on the
 CM1214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1214.degrees latitude (g = 980.6199 gals.).
 CM1214
 CM1214.The modeled gravity was interpolated from observed gravity values.
 CM1214
 CM1214;                    North         East    Units  Estimated Accuracy
 CM1214;SPC AL E     -   232,750.      226,280.      MT  (+/- 180 meters Scaled)
 CM1214
 CM1214                          SUPERSEDED SURVEY CONTROL
 CM1214
 CM1214  NGVD 29 (??/??/92)  198.352  (m)          650.76   (f) ADJ UNCH    1 1
 CM1214
 CM1214.Superseded values are not recommended for survey control.
 CM1214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1214.See file dsdata.txt to determine how the superseded data were derived.
 CM1214
 CM1214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB357077(NAD 83)
 CM1214_MARKER: DB = BENCH MARK DISK
 CM1214_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM1214_SP_SET: CULVERT
 CM1214_STAMPING: E 429 1968
 CM1214_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1214
 CM1214  HISTORY     - Date     Condition        Report By
 CM1214  HISTORY     - 1968     MONUMENTED       CGS
 CM1214
 CM1214                          STATION DESCRIPTION
 CM1214
 CM1214'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM1214'2.3 MI E FROM LOACHAPOKA.
 CM1214'ABOUT 2.3 MILES EAST ALONG STATE HIGHWAY 14 FROM THE SCHOOL AT
 CM1214'LOACHAPOKA, SET IN THE TOP OF THE WEST END OF THE SOUTH HEAD WALL
 CM1214'OF A 6-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 51 FEET
 CM1214'NORTH OF THE NORTH RAIL OF THE WESTERN RAILWAY OF ALABAMA TRACK, 18
 CM1214'FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT EAST OF THE
 CM1214'WEST END OF THE HEAD WALL AND ABOUT 1 FOOT BELOW THE LEVEL OF THE
 CM1214'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0904 ***********************************************************************
 CN0904  DESIGNATION -  E 43
 CN0904  PID         -  CN0904
 CN0904  STATE/COUNTY-  AL/LOWNDES
 CN0904  USGS QUAD   -  CALHOUN (1981)
 CN0904
 CN0904                         *CURRENT SURVEY CONTROL
 CN0904  ___________________________________________________________________
 CN0904* NAD 83(1986)-  32 00 48.     (N)    086 33 33.     (W)     SCALED    
 CN0904* NAVD 88     -       115.739  (meters)     379.72   (feet)  ADJUSTED  
 CN0904  ___________________________________________________________________
 CN0904  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 CN0904  DYNAMIC HT  -         115.602 (meters)     379.27  (feet)  COMP
 CN0904  MODELED GRAV-     979,456.4   (mgal)                       NAVD 88
 CN0904
 CN0904  VERT ORDER  -  SECOND    CLASS 0
 CN0904
 CN0904.The horizontal coordinates were scaled from a topographic map and have
 CN0904.an estimated accuracy of +/- 6 seconds.
 CN0904
 CN0904.The orthometric height was determined by differential leveling
 CN0904.and adjusted by the National Geodetic Survey in June 1991..
 CN0904
 CN0904.The geoid height was determined by GEOID03.
 CN0904
 CN0904.The dynamic height is computed by dividing the NAVD 88
 CN0904.geopotential number by the normal gravity value computed on the
 CN0904.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0904.degrees latitude (g = 980.6199 gals.).
 CN0904
 CN0904.The modeled gravity was interpolated from observed gravity values.
 CN0904
 CN0904;                    North         East    Units  Estimated Accuracy
 CN0904;SPC AL W     -   223,590.      688,890.      MT  (+/- 180 meters Scaled)
 CN0904
 CN0904                          SUPERSEDED SURVEY CONTROL
 CN0904
 CN0904  NGVD 29 (??/??/92)  115.703  (m)          379.60   (f) ADJ UNCH    2 0
 CN0904
 CN0904.Superseded values are not recommended for survey control.
 CN0904.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0904.See file dsdata.txt to determine how the superseded data were derived.
 CN0904
 CN0904_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA416419(NAD 83)
 CN0904_MARKER: DB = BENCH MARK DISK
 CN0904_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0904_SP_SET: WALL
 CN0904_STAMPING: E-43 -- 1934
 CN0904_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0904
 CN0904  HISTORY     - Date     Condition        Report By
 CN0904  HISTORY     - 1934     MONUMENTED       CGS
 CN0904  HISTORY     - 1942     GOOD             NGS
 CN0904
 CN0904                          STATION DESCRIPTION
 CN0904
 CN0904'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0904'2.4 MI NE FROM FORT DEPOSIT.
 CN0904'LOCATED 2.4 MILES NORTHEAST OF THE L. AND N. RWY. STATION AT FORT
 CN0904'DEPOSIT.  IN NORTHEAST END OF NORTHWEST CONCRETE SIDE WALL OF AN OLD
 CN0904'HIGHWAY UNDERPASS.  18 FT. NORTHWEST OF MILE POST 518.  5.6 FT.
 CN0904'NORTHEAST OF NORTHEAST RAIL.  1.5 FT. NORTHWEST OF SOUTHEAST EDGE OF
 CN0904'WALL.  0.7 OF FT. NORTHEAST OF SOUTHWEST EDGE OF WALL.  STANDARD
 CN0904'TABLET SET IN TOP OF CONCRETE WALL OF UNDERPASS.
 CN0904
 CN0904                          STATION RECOVERY (1942)
 CN0904
 CN0904'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1942
 CN0904'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1031 ***********************************************************************
 CM1031  DESIGNATION -  E 430
 CM1031  PID         -  CM1031
 CM1031  STATE/COUNTY-  AL/MACON
 CM1031  USGS QUAD   -  TUSKEGEE (1983)
 CM1031
 CM1031                         *CURRENT SURVEY CONTROL
 CM1031  ___________________________________________________________________
 CM1031* NAD 83(1986)-  32 29 24.     (N)    085 41 39.     (W)     SCALED    
 CM1031* NAVD 88     -        76.873  (meters)     252.21   (feet)  ADJUSTED  
 CM1031  ___________________________________________________________________
 CM1031  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 CM1031  DYNAMIC HT  -          76.783 (meters)     251.91  (feet)  COMP
 CM1031  MODELED GRAV-     979,473.2   (mgal)                       NAVD 88
 CM1031
 CM1031  VERT ORDER  -  FIRST     CLASS I
 CM1031
 CM1031.The horizontal coordinates were scaled from a topographic map and have
 CM1031.an estimated accuracy of +/- 6 seconds.
 CM1031
 CM1031.The orthometric height was determined by differential leveling
 CM1031.and adjusted by the National Geodetic Survey in June 1991..
 CM1031
 CM1031.The geoid height was determined by GEOID03.
 CM1031
 CM1031.The dynamic height is computed by dividing the NAVD 88
 CM1031.geopotential number by the normal gravity value computed on the
 CM1031.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1031.degrees latitude (g = 980.6199 gals.).
 CM1031
 CM1031.The modeled gravity was interpolated from observed gravity values.
 CM1031
 CM1031;                    North         East    Units  Estimated Accuracy
 CM1031;SPC AL E     -   220,650.      213,080.      MT  (+/- 180 meters Scaled)
 CM1031
 CM1031                          SUPERSEDED SURVEY CONTROL
 CM1031
 CM1031  NGVD 29 (??/??/92)   76.846  (m)          252.12   (f) ADJ UNCH    1 1
 CM1031
 CM1031.Superseded values are not recommended for survey control.
 CM1031.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1031.See file dsdata.txt to determine how the superseded data were derived.
 CM1031
 CM1031_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA226955(NAD 83)
 CM1031_MARKER: DB = BENCH MARK DISK
 CM1031_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CM1031_SP_SET: 12 FEET
 CM1031_STAMPING: E 430 1968
 CM1031_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1031
 CM1031  HISTORY     - Date     Condition        Report By
 CM1031  HISTORY     - 1968     MONUMENTED       CGS
 CM1031
 CM1031                          STATION DESCRIPTION
 CM1031
 CM1031'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM1031'5.3 MI S FROM NOTASULGA.
 CM1031'ABOUT 5.3 MILES SOUTH ALONG STATE HIGHWAY 81 FROM THE JUNCTION OF
 CM1031'STATE HIGHWAY 14 AT NOTASULGA, ALSO ABOUT 1.7 MILES EAST ALONG
 CM1031'THE WESTERN RAILWAY OF ALABAMA FROM THE STATION AT CHEHAW, THENCE
 CM1031'ABOUT 0.2 MILE SOUTHEAST ALONG A BLACK TOPPED ROAD, 62 1/2 FEET
 CM1031'SOUTH OF THE CENTER OF THE JUNCTION OF THE ROAD AND THE HIGHWAY,
 CM1031'77 1/2 FEET EAST OF THE EAST CORNER OF A 105-FOOT CONCRETE AND
 CM1031'WOOD BRIDGE OVER RED CREEK, 39 FEET SOUTHEAST OF THE CENTER LINE
 CM1031'OF THE HIGHWAY, 0.7 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT
 CM1031'3 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE TOP
 CM1031'OF A COPPER COATED STEEL ROD PROJECTING 4 INCHES ABOVE THE LEVEL
 CM1031'OF THE GROUND AND PROTECTED BY A 4-INCH METAL PIPE WHICH PROJECTS
 CM1031'6 INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO
 CM1031'REFUSAL AT A DEPTH OF 12 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0354 ***********************************************************************
 CN0354  DESIGNATION -  E 431
 CN0354  PID         -  CN0354
 CN0354  STATE/COUNTY-  AL/MONTGOMERY
 CN0354  USGS QUAD   -  CANTELOUS (1981)
 CN0354
 CN0354                         *CURRENT SURVEY CONTROL
 CN0354  ___________________________________________________________________
 CN0354* NAD 83(1986)-  32 20 31.     (N)    086 24 30.     (W)     SCALED    
 CN0354* NAVD 88     -        50.834  (meters)     166.78   (feet)  ADJUSTED  
 CN0354  ___________________________________________________________________
 CN0354  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CN0354  DYNAMIC HT  -          50.776 (meters)     166.59  (feet)  COMP
 CN0354  MODELED GRAV-     979,499.5   (mgal)                       NAVD 88
 CN0354
 CN0354  VERT ORDER  -  FIRST     CLASS I
 CN0354
 CN0354.The horizontal coordinates were scaled from a topographic map and have
 CN0354.an estimated accuracy of +/- 6 seconds.
 CN0354
 CN0354.The orthometric height was determined by differential leveling
 CN0354.and adjusted by the National Geodetic Survey in June 1991..
 CN0354
 CN0354.The geoid height was determined by GEOID03.
 CN0354
 CN0354.The dynamic height is computed by dividing the NAVD 88
 CN0354.geopotential number by the normal gravity value computed on the
 CN0354.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0354.degrees latitude (g = 980.6199 gals.).
 CN0354
 CN0354.The modeled gravity was interpolated from observed gravity values.
 CN0354
 CN0354;                    North         East    Units  Estimated Accuracy
 CN0354;SPC AL E     -   204,370.      145,870.      MT  (+/- 180 meters Scaled)
 CN0354
 CN0354                          SUPERSEDED SURVEY CONTROL
 CN0354
 CN0354  NGVD 29 (??/??/??)   50.818  (m)          166.73   (f) ADJUSTED    1 1
 CN0354
 CN0354.Superseded values are not recommended for survey control.
 CN0354.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0354.See file dsdata.txt to determine how the superseded data were derived.
 CN0354
 CN0354_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA556784(NAD 83)
 CN0354_MARKER: DB = BENCH MARK DISK
 CN0354_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN0354_SP_SET: 38 FEET
 CN0354_STAMPING: E 431 1968
 CN0354_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0354
 CN0354  HISTORY     - Date     Condition        Report By
 CN0354  HISTORY     - 1968     MONUMENTED       CGS
 CN0354
 CN0354                          STATION DESCRIPTION
 CN0354
 CN0354'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN0354'6.15 MI SW FROM MONTGOMERY.
 CN0354'ABOUT 6.15 MILES SOUTHWEST ALONG THE TRACKS OF THE WESTERN RAILWAY OF
 CN0354'ALABAMA FROM UNION STATION AT MONTGOMERY, IN SECTION 30, T 16 N, R 17
 CN0354'E, 0.5 MILE NORTHEAST OF MILEPOST M6S44 181, 0.3 MILE SOUTHWEST OF A
 CN0354'CROSSING OF THE RAILROAD AND OLD SELMA ROAD, 40 1/2 FEET SOUTHEAST OF
 CN0354'THE SOUTHEAST RAIL OF THE TRACK, 33 FEET NORTHWEST OF THE CENTERLINE
 CN0354'OF A GRAVELED ROAD WHICH PARALLELS THE TRACK, 2 1/2 FEET NORTHEAST OF
 CN0354'A TELEPHONE POLE, 1.0 FOOT SOUTHWEST OF A METAL WITNESS POST, ABOUT 4
 CN0354'FEET ABOVE THE LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER
 CN0354'COATED ROD THAT IS DRIVEN TO A DEPTH OF 38 FEET AND IS ENCASED IN A
 CN0354'6-INCH CAST IRON PIPE WHICH PROJECTS 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1784 ***********************************************************************
 CN1784  DESIGNATION -  E 432
 CN1784  PID         -  CN1784
 CN1784  STATE/COUNTY-  AL/DALLAS
 CN1784  USGS QUAD   -  SELMA (1977)
 CN1784
 CN1784                         *CURRENT SURVEY CONTROL
 CN1784  ___________________________________________________________________
 CN1784* NAD 83(1986)-  32 25 50.     (N)    087 06 51.     (W)     SCALED    
 CN1784* NAVD 88     -        43.808  (meters)     143.73   (feet)  ADJUSTED  
 CN1784  ___________________________________________________________________
 CN1784  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CN1784  DYNAMIC HT  -          43.758 (meters)     143.56  (feet)  COMP
 CN1784  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 CN1784
 CN1784  VERT ORDER  -  FIRST     CLASS I
 CN1784
 CN1784.The horizontal coordinates were scaled from a topographic map and have
 CN1784.an estimated accuracy of +/- 6 seconds.
 CN1784
 CN1784.The orthometric height was determined by differential leveling
 CN1784.and adjusted by the National Geodetic Survey in June 1991..
 CN1784
 CN1784.The geoid height was determined by GEOID03.
 CN1784
 CN1784.The dynamic height is computed by dividing the NAVD 88
 CN1784.geopotential number by the normal gravity value computed on the
 CN1784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1784.degrees latitude (g = 980.6199 gals.).
 CN1784
 CN1784.The modeled gravity was interpolated from observed gravity values.
 CN1784
 CN1784;                    North         East    Units  Estimated Accuracy
 CN1784;SPC AL W     -   269,530.      636,290.      MT  (+/- 180 meters Scaled)
 CN1784
 CN1784                          SUPERSEDED SURVEY CONTROL
 CN1784
 CN1784  NGVD 29 (??/??/??)   43.791  (m)          143.67   (f) ADJUSTED    1 1
 CN1784
 CN1784.Superseded values are not recommended for survey control.
 CN1784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1784.See file dsdata.txt to determine how the superseded data were derived.
 CN1784
 CN1784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA892881(NAD 83)
 CN1784_MARKER: DB = BENCH MARK DISK
 CN1784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1784_STAMPING: E 432 1968
 CN1784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1784+STABILITY: SURFACE MOTION
 CN1784
 CN1784  HISTORY     - Date     Condition        Report By
 CN1784  HISTORY     - 1968     MONUMENTED       CGS
 CN1784
 CN1784                          STATION DESCRIPTION
 CN1784
 CN1784'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN1784'6.15 MI W FROM SELMA.
 CN1784'ABOUT 0.7 MILE NORTH ALONG BROAD STREET WHICH IS U.S. HIGHWAY 80 FROM
 CN1784'THE NORTH END OF THE EDMUND PETTUS BRIDGE OVER THE ALABAMA RIVER AT
 CN1784'SELMA, THENCE 5.45 MILES WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY
 CN1784'SYSTEM, OR ABOUT 7.45 MILES EAST ALONG THE TRACK OF THE SOUTHERN
 CN1784'RAILWAY SYSTEM FROM THE STATION AT MARION JUNCTION, IN SECTION 19, T
 CN1784'17 N, R 10 E, 5 RAILS EAST OF A CROSSING OF THE RAILROAD AND A
 CN1784'GRAVELED ROAD, 103 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN TRACK, 85
 CN1784'FEET SOUTH OF THE SOUTH RAIL OF A SIDETRACK, 76 FEET NORTHEAST OF THE
 CN1784'MORE NORTHERLY OF TWO POWER POLES, 2 FEET NORTH OF A FENCE, 1.0 FOOT
 CN1784'EAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 CN1784'THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1082 ***********************************************************************
 CO1082  DESIGNATION -  E 433
 CO1082  PID         -  CO1082
 CO1082  STATE/COUNTY-  AL/SUMTER
 CO1082  USGS QUAD   -  BREWERSVILLE (1986)
 CO1082
 CO1082                         *CURRENT SURVEY CONTROL
 CO1082  ___________________________________________________________________
 CO1082* NAD 83(1986)-  32 30 23.     (N)    088 01 11.     (W)     SCALED    
 CO1082* NAVD 88     -        47.998  (meters)     157.47   (feet)  ADJUSTED  
 CO1082  ___________________________________________________________________
 CO1082  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CO1082  DYNAMIC HT  -          47.942 (meters)     157.29  (feet)  COMP
 CO1082  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CO1082
 CO1082  VERT ORDER  -  FIRST     CLASS I
 CO1082
 CO1082.The horizontal coordinates were scaled from a topographic map and have
 CO1082.an estimated accuracy of +/- 6 seconds.
 CO1082
 CO1082.The orthometric height was determined by differential leveling
 CO1082.and adjusted by the National Geodetic Survey in June 1991..
 CO1082
 CO1082.The geoid height was determined by GEOID03.
 CO1082
 CO1082.The dynamic height is computed by dividing the NAVD 88
 CO1082.geopotential number by the normal gravity value computed on the
 CO1082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO1082.degrees latitude (g = 980.6199 gals.).
 CO1082
 CO1082.The modeled gravity was interpolated from observed gravity values.
 CO1082
 CO1082;                    North         East    Units  Estimated Accuracy
 CO1082;SPC AL W     -   277,990.      551,170.      MT  (+/- 180 meters Scaled)
 CO1082
 CO1082                          SUPERSEDED SURVEY CONTROL
 CO1082
 CO1082  NGVD 29 (??/??/??)   47.981  (m)          157.42   (f) ADJUSTED    1 1
 CO1082
 CO1082.Superseded values are not recommended for survey control.
 CO1082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1082.See file dsdata.txt to determine how the superseded data were derived.
 CO1082
 CO1082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA042970(NAD 83)
 CO1082_MARKER: DB = BENCH MARK DISK
 CO1082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1082_STAMPING: E 433 1968
 CO1082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1082+STABILITY: SURFACE MOTION
 CO1082
 CO1082  HISTORY     - Date     Condition        Report By
 CO1082  HISTORY     - 1968     MONUMENTED       CGS
 CO1082
 CO1082                          STATION DESCRIPTION
 CO1082
 CO1082'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO1082'4.1 MI NE FROM COATOPA.
 CO1082'ABOUT 0.15 MILE SE ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 CO1082'AT COATOPA, THENCE 3.95 MILES NORTHEAST ALONG COUNTY ROAD 23, IN
 CO1082'SECTION 30, T 18 N, R 1 E, 0.2 MILE SOUTHWEST OF A BRICK HOUSE WHICH
 CO1082'IS LOCATED ON THE CREST OF A HILL, 39 1/2 FEET NORTHWEST OF THE
 CO1082'CENTERLINE OF THE ROAD, 61 FEET SOUTHWEST OF A POWER POLE WHICH IS
 CO1082'BRACED BY TWO GUY WIRES, 2 1/2 FEET SOUTHEAST OF A FENCE, 1.8 FEET
 CO1082'NORTHWEST OF A METAL WITNESS POST, ABOUT 3 FEET BELOW THE LEVEL OF
 CO1082'THE HIGHWAY, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS
 CO1082'7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2424 ***********************************************************************
 CN2424  DESIGNATION -  E 434
 CN2424  PID         -  CN2424
 CN2424  STATE/COUNTY-  AL/MARENGO
 CN2424  USGS QUAD   -  GALLION (1986)
 CN2424
 CN2424                         *CURRENT SURVEY CONTROL
 CN2424  ___________________________________________________________________
 CN2424* NAD 83(1986)-  32 28 11.     (N)    087 38 01.     (W)     SCALED    
 CN2424* NAVD 88     -        56.121  (meters)     184.12   (feet)  ADJUSTED  
 CN2424  ___________________________________________________________________
 CN2424  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CN2424  DYNAMIC HT  -          56.057 (meters)     183.91  (feet)  COMP
 CN2424  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CN2424
 CN2424  VERT ORDER  -  FIRST     CLASS I
 CN2424
 CN2424.The horizontal coordinates were scaled from a topographic map and have
 CN2424.an estimated accuracy of +/- 6 seconds.
 CN2424
 CN2424.The orthometric height was determined by differential leveling
 CN2424.and adjusted by the National Geodetic Survey in June 1991..
 CN2424
 CN2424.The geoid height was determined by GEOID03.
 CN2424
 CN2424.The dynamic height is computed by dividing the NAVD 88
 CN2424.geopotential number by the normal gravity value computed on the
 CN2424.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2424.degrees latitude (g = 980.6199 gals.).
 CN2424
 CN2424.The modeled gravity was interpolated from observed gravity values.
 CN2424
 CN2424;                    North         East    Units  Estimated Accuracy
 CN2424;SPC AL W     -   273,820.      587,440.      MT  (+/- 180 meters Scaled)
 CN2424
 CN2424                          SUPERSEDED SURVEY CONTROL
 CN2424
 CN2424  NGVD 29 (??/??/??)   56.104  (m)          184.07   (f) ADJUSTED    1 1
 CN2424
 CN2424.Superseded values are not recommended for survey control.
 CN2424.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2424.See file dsdata.txt to determine how the superseded data were derived.
 CN2424
 CN2424_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA404926(NAD 83)
 CN2424_MARKER: DB = BENCH MARK DISK
 CN2424_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CN2424+WITH SETTING: INTO GROUND
 CN2424_STAMPING: E 434 1968
 CN2424_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2424+STABILITY: SURFACE MOTION
 CN2424
 CN2424  HISTORY     - Date     Condition        Report By
 CN2424  HISTORY     - 1968     MONUMENTED       CGS
 CN2424
 CN2424                          STATION DESCRIPTION
 CN2424
 CN2424'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN2424'2.4 MI W FROM FAUNSDALE.
 CN2424'2.4 MILES WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM FROM THE
 CN2424'STATION AT FAUNSDALE, IN SECTION 1, T 17 N, R 4 E, 93 FEET WEST OF
 CN2424'MILEPOST 230, 26 1/2 FEET NORTH OF THE NORTH RAIL, 38 FEET NORTHWEST
 CN2424'OF THE CENTER OF A CROSSING OF THE RAILROAD AND AN ABANDONED ROAD, 2
 CN2424'FEET EAST OF A TELEPHONE POLE, 2.2 FEET WEST OF A METAL WITNESS POST,
 CN2424'ABOUT 2 1/2 FEET BELOW THE LEVEL OF THE TRACK, AND ON THE TOP OF A 3
 CN2424'INCH IRON PIPE WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2430 ***********************************************************************
 CN2430  DESIGNATION -  E 435
 CN2430  PID         -  CN2430
 CN2430  STATE/COUNTY-  AL/HALE
 CN2430  USGS QUAD   -  GALLION (1986)
 CN2430
 CN2430                         *CURRENT SURVEY CONTROL
 CN2430  ___________________________________________________________________
 CN2430* NAD 83(1986)-  32 29 17.     (N)    087 41 58.     (W)     SCALED    
 CN2430* NAVD 88     -        57.732  (meters)     189.41   (feet)  ADJUSTED  
 CN2430  ___________________________________________________________________
 CN2430  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CN2430  DYNAMIC HT  -          57.665 (meters)     189.19  (feet)  COMP
 CN2430  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 CN2430
 CN2430  VERT ORDER  -  FIRST     CLASS I
 CN2430
 CN2430.The horizontal coordinates were scaled from a topographic map and have
 CN2430.an estimated accuracy of +/- 6 seconds.
 CN2430
 CN2430.The orthometric height was determined by differential leveling
 CN2430.and adjusted by the National Geodetic Survey in June 1991..
 CN2430
 CN2430.The geoid height was determined by GEOID03.
 CN2430
 CN2430.The dynamic height is computed by dividing the NAVD 88
 CN2430.geopotential number by the normal gravity value computed on the
 CN2430.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2430.degrees latitude (g = 980.6199 gals.).
 CN2430
 CN2430.The modeled gravity was interpolated from observed gravity values.
 CN2430
 CN2430;                    North         East    Units  Estimated Accuracy
 CN2430;SPC AL W     -   275,860.      581,260.      MT  (+/- 180 meters Scaled)
 CN2430
 CN2430                          SUPERSEDED SURVEY CONTROL
 CN2430
 CN2430  NGVD 29 (??/??/??)   57.714  (m)          189.35   (f) ADJUSTED    1 1
 CN2430
 CN2430.Superseded values are not recommended for survey control.
 CN2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2430.See file dsdata.txt to determine how the superseded data were derived.
 CN2430
 CN2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA342947(NAD 83)
 CN2430_MARKER: DB = BENCH MARK DISK
 CN2430_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CN2430+WITH SETTING: INTO GROUND
 CN2430_STAMPING: E 435 1968
 CN2430_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2430+STABILITY: SURFACE MOTION
 CN2430
 CN2430  HISTORY     - Date     Condition        Report By
 CN2430  HISTORY     - 1968     MONUMENTED       CGS
 CN2430
 CN2430                          STATION DESCRIPTION
 CN2430
 CN2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN2430'6.4 MI W FROM FAUNSDALE.
 CN2430'6.4 MILES WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM FROM THE
 CN2430'STATION AT FAUNSDALE, IN SECTION 32, T 18 N, R 4 E, 0.6 MILE EAST OF
 CN2430'THE CROSSING OF THE RAILROAD AND STATE HIGHWAY 69, 70 FEET SOUTHWEST
 CN2430'AND ACROSS THE TRACK FROM MILEPOST 234, 46 FEET SOUTH OF THE SOUTH
 CN2430'RAIL, 2 1/2 FEET NORTH OF A FENCE, 2 1/2 FEET NORTH OF A 6 INCH CEDAR
 CN2430'TREE WHICH BEARS A WITNESS SHIELD ON THE NORTH SIDE, ABOUT LEVEL WITH
 CN2430'THE TRACK, AND ON THE TOP OF A 3 INCH IRON PIPE WHICH PROJECTS 5
 CN2430'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2506 ***********************************************************************
 BG2506  DESIGNATION -  E 436
 BG2506  PID         -  BG2506
 BG2506  STATE/COUNTY-  AL/BALDWIN
 BG2506  USGS QUAD   -  ROBERTSDALE (1985)
 BG2506
 BG2506                         *CURRENT SURVEY CONTROL
 BG2506  ___________________________________________________________________
 BG2506* NAD 83(1986)-  30 34 02.     (N)    087 38 06.     (W)     SCALED    
 BG2506* NAVD 88     -        41.858  (meters)     137.33   (feet)  ADJUSTED  
 BG2506  ___________________________________________________________________
 BG2506  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 BG2506  DYNAMIC HT  -          41.803 (meters)     137.15  (feet)  COMP
 BG2506  MODELED GRAV-     979,338.9   (mgal)                       NAVD 88
 BG2506  OBS GRAVITY -     979,339.2   (mgal)                       GRAV_OBS
 BG2506
 BG2506  VERT ORDER  -  FIRST     CLASS I
 BG2506
 BG2506.The horizontal coordinates were scaled from a topographic map and have
 BG2506.an estimated accuracy of +/- 6 seconds.
 BG2506
 BG2506.The orthometric height was determined by differential leveling
 BG2506.and adjusted by the National Geodetic Survey in June 1991..
 BG2506
 BG2506.The geoid height was determined by GEOID03.
 BG2506
 BG2506.The dynamic height is computed by dividing the NAVD 88
 BG2506.geopotential number by the normal gravity value computed on the
 BG2506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2506.degrees latitude (g = 980.6199 gals.).
 BG2506
 BG2506.The modeled gravity was interpolated from observed gravity values.
 BG2506.The observed gravity was obtained from relative gravimeter ties
 BG2506.to the IGSN71 gravity network.
 BG2506
 BG2506;                    North         East    Units  Estimated Accuracy
 BG2506;SPC AL W     -    62,880.      587,050.      MT  (+/- 180 meters Scaled)
 BG2506
 BG2506                          SUPERSEDED SURVEY CONTROL
 BG2506
 BG2506  NGVD 29 (??/??/??)   41.807  (m)          137.16   (f) ADJUSTED    1 1
 BG2506
 BG2506.Superseded values are not recommended for survey control.
 BG2506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2506.See file dsdata.txt to determine how the superseded data were derived.
 BG2506
 BG2506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU391818(NAD 83)
 BG2506_MARKER: DB = BENCH MARK DISK
 BG2506_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2506_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2506_STAMPING: E 436 1968
 BG2506_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2506+STABILITY: SURFACE MOTION
 BG2506_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2506+SATELLITE: SATELLITE OBSERVATIONS - January 10, 2006
 BG2506
 BG2506  HISTORY     - Date     Condition        Report By
 BG2506  HISTORY     - 1968     MONUMENTED       CGS
 BG2506  HISTORY     - 1987     GOOD             USPSQD
 BG2506  HISTORY     - 20030729 GOOD             USPSQD
 BG2506  HISTORY     - 20060110 GOOD             USPSQD
 BG2506
 BG2506                          STATION DESCRIPTION
 BG2506
 BG2506'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG2506'4.8 MI E FROM ROBERTSDALE.
 BG2506'4.75 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE AND
 BG2506'NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, 0.65 MILE WEST OF
 BG2506'ELSANOR BRICK SCHOOL BUILDING, 0.6 MILE EAST OF BETHEL BAPTIST
 BG2506'CHURCH, 42.0 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY, 20.2
 BG2506'FEET EAST OF A GATE INTO A FIELD, 17.5 FEET WEST OF A POWER
 BG2506'LINE POLE, 1.0 FOOT SOUTH OF THE RIGHT-OF-WAY FENCE, 2.0 FEET
 BG2506'EAST OF A METAL WITNESS POST, 1.0 FOOT ABOVE THE LEVEL OF THE
 BG2506'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2-INCHES
 BG2506'ABOVE THE GROUND.  IN SECT. 35, T 5 S, R 4 E.
 BG2506
 BG2506                          STATION RECOVERY (1987)
 BG2506
 BG2506'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2506'RECOVERED IN GOOD CONDITION.
 BG2506
 BG2506                          STATION RECOVERY (2003)
 BG2506
 BG2506'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2506'MARKER IS 5.5 FEET SOUTH OF METAL WITNESS POST.
 BG2506
 BG2506                          STATION RECOVERY (2006)
 BG2506
 BG2506'RECOVERY NOTE BY US POWER SQUADRON 2006 (AFA)
 BG2506'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0141 ***********************************************************************
 BH0141  DESIGNATION -  E 437
 BH0141  PID         -  BH0141
 BH0141  STATE/COUNTY-  AL/MOBILE
 BH0141  USGS QUAD   -  MOBILE (1982)
 BH0141
 BH0141                         *CURRENT SURVEY CONTROL
 BH0141  ___________________________________________________________________
 BH0141* NAD 83(1986)-  30 41 17.     (N)    088 01 00.     (W)     SCALED    
 BH0141* NAVD 88     -         0.733  (meters)       2.40   (feet)  ADJUSTED  
 BH0141  ___________________________________________________________________
 BH0141  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0141  DYNAMIC HT  -           0.732 (meters)       2.40  (feet)  COMP
 BH0141  MODELED GRAV-     979,343.1   (mgal)                       NAVD 88
 BH0141
 BH0141  VERT ORDER  -  FIRST     CLASS I
 BH0141
 BH0141.The horizontal coordinates were scaled from a topographic map and have
 BH0141.an estimated accuracy of +/- 6 seconds.
 BH0141
 BH0141.The orthometric height was determined by differential leveling
 BH0141.and adjusted by the National Geodetic Survey in June 1991..
 BH0141
 BH0141.The geoid height was determined by GEOID03.
 BH0141
 BH0141.The dynamic height is computed by dividing the NAVD 88
 BH0141.geopotential number by the normal gravity value computed on the
 BH0141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0141.degrees latitude (g = 980.6199 gals.).
 BH0141
 BH0141.The modeled gravity was interpolated from observed gravity values.
 BH0141
 BH0141;                    North         East    Units  Estimated Accuracy
 BH0141;SPC AL W     -    76,390.      550,500.      MT  (+/- 180 meters Scaled)
 BH0141
 BH0141                          SUPERSEDED SURVEY CONTROL
 BH0141
 BH0141  NGVD 29 (??/??/??)    0.690  (m)            2.26   (f) ADJUSTED    1 1
 BH0141
 BH0141.Superseded values are not recommended for survey control.
 BH0141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0141.See file dsdata.txt to determine how the superseded data were derived.
 BH0141
 BH0141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU026954(NAD 83)
 BH0141_MARKER: DB = BENCH MARK DISK
 BH0141_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 BH0141_SP_SET: 104 FT
 BH0141_STAMPING: E 437 1968
 BH0141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0141
 BH0141  HISTORY     - Date     Condition        Report By
 BH0141  HISTORY     - 1968     MONUMENTED       CGS
 BH0141  HISTORY     - 1971     GOOD             NGS
 BH0141  HISTORY     - 1985     GOOD             USPSQD
 BH0141
 BH0141                          STATION DESCRIPTION
 BH0141
 BH0141'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0141'0.9 MI E FROM MOBILE.
 BH0141'ABOUT 0.9 MILE EAST ALONG U. S. HIGHWAY 31 AND 90 FROM THE EAST END OF
 BH0141'THE BANKHEAD TUNNEL UNDER THE MOBILE RIVER, ABOUT 0.4 MILE WEST OF THE
 BH0141'WEST END OF THE BRIDGE OVER SPANISH RIVER, 216 FEET WEST OF A METAL
 BH0141'POLE (THE NORTH ONE OF THREE POLES SUPPORTING THE TRAFFIC CONTROL
 BH0141'SIGNALS AT THE JUNCTION OF A DRIVE TO BATTLE SHIP PARK), 49 FEET NORTH
 BH0141'OF THE CENTER LINE OF THE WESTBOUND LANE OF THE HIGHWAY, 2 1/2 FEET
 BH0141'EAST OF THE SOUTH LEG OF A POWER LINE TOWER, 0.5 FOOT SOUTH OF A METAL
 BH0141'WITNESS POST, 1 FOOT BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON
 BH0141'THE TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND
 BH0141'PROTECTED BY A 4 INCH METAL PIPE WHICH PROJECTS 2 INCHES ABOVE THE
 BH0141'LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A DEPTH OF 104 FEET.
 BH0141
 BH0141                          STATION RECOVERY (1971)
 BH0141
 BH0141'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BH0141'RECOVERED IN GOOD CONDITION.
 BH0141
 BH0141                          STATION RECOVERY (1985)
 BH0141
 BH0141'RECOVERY NOTE BY US POWER SQUADRON 1985
 BH0141'MARK IS TWO INCHES ABOVE GROUND LEVEL. ALSO DELETE REFERENCE TO POLES
 BH0141'SUPPORTING TRAFFIC SIGNAL, ONLY SOUTH BASES REMAIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0537 ***********************************************************************
 BU0537  DESIGNATION -  E 44
 BU0537  PID         -  BU0537
 BU0537  STATE/COUNTY-  AL/BUTLER
 BU0537  USGS QUAD   -  GARLAND (1986)
 BU0537
 BU0537                         *CURRENT SURVEY CONTROL
 BU0537  ___________________________________________________________________
 BU0537* NAD 83(1986)-  31 30 59.     (N)    086 51 59.     (W)     SCALED    
 BU0537* NAVD 88     -        76.531  (meters)     251.09   (feet)  ADJUSTED  
 BU0537  ___________________________________________________________________
 BU0537  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 BU0537  DYNAMIC HT  -          76.437 (meters)     250.78  (feet)  COMP
 BU0537  MODELED GRAV-     979,420.3   (mgal)                       NAVD 88
 BU0537
 BU0537  VERT ORDER  -  SECOND    CLASS 0
 BU0537
 BU0537.The horizontal coordinates were scaled from a topographic map and have
 BU0537.an estimated accuracy of +/- 6 seconds.
 BU0537
 BU0537.The orthometric height was determined by differential leveling
 BU0537.and adjusted by the National Geodetic Survey in June 1991..
 BU0537
 BU0537.The geoid height was determined by GEOID03.
 BU0537
 BU0537.The dynamic height is computed by dividing the NAVD 88
 BU0537.geopotential number by the normal gravity value computed on the
 BU0537.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0537.degrees latitude (g = 980.6199 gals.).
 BU0537
 BU0537.The modeled gravity was interpolated from observed gravity values.
 BU0537
 BU0537;                    North         East    Units  Estimated Accuracy
 BU0537;SPC AL W     -   168,280.      660,180.      MT  (+/- 180 meters Scaled)
 BU0537
 BU0537                          SUPERSEDED SURVEY CONTROL
 BU0537
 BU0537  NGVD 29 (??/??/92)   76.526  (m)          251.07   (f) ADJ UNCH    2 0
 BU0537
 BU0537.Superseded values are not recommended for survey control.
 BU0537.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0537.See file dsdata.txt to determine how the superseded data were derived.
 BU0537
 BU0537_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV126868(NAD 83)
 BU0537_MARKER: DB = BENCH MARK DISK
 BU0537_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0537_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0537_STAMPING: E 44 1934
 BU0537_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0537+STABILITY: SURFACE MOTION
 BU0537
 BU0537  HISTORY     - Date     Condition        Report By
 BU0537  HISTORY     - 1934     MONUMENTED       CGS
 BU0537  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0537
 BU0537                          STATION DESCRIPTION
 BU0537
 BU0537'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0537'5.1 MI SW FROM GARLAND.
 BU0537'IN CONECUH COUNTY, 5.1 MILES SOUTHWEST ALONG THE LOUISVILLE AND
 BU0537'NASHVILLE RAILROAD FROM THE STATION AT GARLAND, BUTLER COUNTY, 0.3
 BU0537'MILE NORTHEAST OF MILEPOST 560, 210 FEET NORTHEAST OF THE NORTHEAST
 BU0537'END OF TRESTLE 75, 7.5 FEET NORTHEAST OF A POLE, IN LINE WITH THE ROW
 BU0537'OF POLES, AND 28.6 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 BU0537'STAMPED E 44 1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BU0537'INCHES ABOVE GROUND.
 BU0537
 BU0537                          STATION RECOVERY (1971)
 BU0537
 BU0537'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0537'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0776 ***********************************************************************
 CM0776  DESIGNATION -  E 441
 CM0776  PID         -  CM0776
 CM0776  STATE/COUNTY-  AL/RUSSELL
 CM0776  USGS QUAD   -  PHENIX CITY (1984)
 CM0776
 CM0776                         *CURRENT SURVEY CONTROL
 CM0776  ___________________________________________________________________
 CM0776* NAD 83(1986)-  32 28 50.     (N)    085 01 13.     (W)     SCALED    
 CM0776* NAVD 88     -        80.462  (meters)     263.98   (feet)  ADJUSTED  
 CM0776  ___________________________________________________________________
 CM0776  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CM0776  DYNAMIC HT  -          80.371 (meters)     263.68  (feet)  COMP
 CM0776  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 CM0776
 CM0776  VERT ORDER  -  FIRST     CLASS I
 CM0776
 CM0776.The horizontal coordinates were scaled from a topographic map and have
 CM0776.an estimated accuracy of +/- 6 seconds.
 CM0776
 CM0776.The orthometric height was determined by differential leveling
 CM0776.and adjusted by the National Geodetic Survey in June 1991..
 CM0776
 CM0776.The geoid height was determined by GEOID03.
 CM0776
 CM0776.The dynamic height is computed by dividing the NAVD 88
 CM0776.geopotential number by the normal gravity value computed on the
 CM0776.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0776.degrees latitude (g = 980.6199 gals.).
 CM0776
 CM0776.The modeled gravity was interpolated from observed gravity values.
 CM0776
 CM0776;                    North         East    Units  Estimated Accuracy
 CM0776;SPC AL E     -   219,880.      276,420.      MT  (+/- 180 meters Scaled)
 CM0776
 CM0776                          SUPERSEDED SURVEY CONTROL
 CM0776
 CM0776  NGVD 29 (??/??/92)   80.485  (m)          264.06   (f) ADJ UNCH    1 1
 CM0776
 CM0776.Superseded values are not recommended for survey control.
 CM0776.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0776.See file dsdata.txt to determine how the superseded data were derived.
 CM0776
 CM0776_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA860954(NAD 83)
 CM0776_MARKER: DB = BENCH MARK DISK
 CM0776_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0776_SP_SET: CULVERT
 CM0776_STAMPING: E 441 1968
 CM0776_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0776
 CM0776  HISTORY     - Date     Condition        Report By
 CM0776  HISTORY     - 1968     MONUMENTED       CGS
 CM0776
 CM0776                          STATION DESCRIPTION
 CM0776
 CM0776'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM0776'AT PHENIX CITY.
 CM0776'AT PHENIX CITY, ABOUT 0.55 MILE NORTHWEST ALONG THE CENTRAL
 CM0776'OF GEORGIA RAILWAY FROM THE STATION, 159 FEET SOUTHEAST OF THE
 CM0776'CENTER OF THE JUNCTION OF RAILROAD STREET AND 20 TH AVENUE, ABOUT
 CM0776'35 YARDS SOUTHWEST OF THE TRACK, SET IN THE TOP OF THE NORTHWEST
 CM0776'END OF THE SOUTHWEST HEAD WALL OF A 5-FOOT CONCRETE BOX CULVERT
 CM0776'UNDER BOTH RAILROAD STREET AND THE TRACK, 17 FEET SOUTHWEST OF
 CM0776'THE SOUTHWEST CURB OF THE STREET AND ABOUT 2 FEET BELOW THE LEVEL
 CM0776'OF THE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1141 ***********************************************************************
 BV1141  DESIGNATION -  E 443
 BV1141  PID         -  BV1141
 BV1141  STATE/COUNTY-  AL/WASHINGTON
 BV1141  USGS QUAD   -  FRUITDALE (1974)
 BV1141
 BV1141                         *CURRENT SURVEY CONTROL
 BV1141  ___________________________________________________________________
 BV1141* NAD 83(1986)-  31 22 13.     (N)    088 25 24.     (W)     SCALED    
 BV1141* NAVD 88     -        63.682  (meters)     208.93   (feet)  ADJUSTED  
 BV1141  ___________________________________________________________________
 BV1141  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 BV1141  DYNAMIC HT  -          63.604 (meters)     208.67  (feet)  COMP
 BV1141  MODELED GRAV-     979,414.7   (mgal)                       NAVD 88
 BV1141
 BV1141  VERT ORDER  -  FIRST     CLASS II
 BV1141
 BV1141.The horizontal coordinates were scaled from a topographic map and have
 BV1141.an estimated accuracy of +/- 6 seconds.
 BV1141
 BV1141.The orthometric height was determined by differential leveling
 BV1141.and adjusted by the National Geodetic Survey in June 1991..
 BV1141
 BV1141.The geoid height was determined by GEOID03.
 BV1141
 BV1141.The dynamic height is computed by dividing the NAVD 88
 BV1141.geopotential number by the normal gravity value computed on the
 BV1141.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1141.degrees latitude (g = 980.6199 gals.).
 BV1141
 BV1141.The modeled gravity was interpolated from observed gravity values.
 BV1141
 BV1141;                    North         East    Units  Estimated Accuracy
 BV1141;SPC AL W     -   152,270.      512,160.      MT  (+/- 180 meters Scaled)
 BV1141
 BV1141                          SUPERSEDED SURVEY CONTROL
 BV1141
 BV1141  NGVD 29 (??/??/??)   63.651  (m)          208.83   (f) ADJUSTED    1 2
 BV1141
 BV1141.Superseded values are not recommended for survey control.
 BV1141.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1141.See file dsdata.txt to determine how the superseded data were derived.
 BV1141
 BV1141_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV646715(NAD 83)
 BV1141_MARKER: DB = BENCH MARK DISK
 BV1141_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1141_SP_SET: STAINLESS STEEL ROD
 BV1141_STAMPING: E 443 1980
 BV1141_PROJECTION: FLUSH
 BV1141_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1141_ROD/PIPE-DEPTH: 4.6  meters
 BV1141
 BV1141  HISTORY     - Date     Condition        Report By
 BV1141  HISTORY     - 1980     MONUMENTED       NGS
 BV1141
 BV1141                          STATION DESCRIPTION
 BV1141
 BV1141'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1141'11.4 KM SE FROM STATE LINE.
 BV1141'2.17 KILOMETERS (1.35 MILES) NORTHEAST ALONG STATE ROUTE 45 FROM
 BV1141'THE JUNCTION OF MAIN STREET IN STATE LINE, THENCE 9.26 KILOMETERS
 BV1141'(5.75 MILES) SOUTHEAST ALONG U.S. ROUTE 45, AT THE JUNCTION OF A
 BV1141'GRAVEL ROAD LEADING WEST, AT THE SOUTHEAST CORNER OF THE FRUITDALE
 BV1141'LAWN MOWER AND CHAIN SAW SERVICE BUILDING (A SILVER TIN SIDED
 BV1141'BUILDING), 29 METERS (95 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY
 BV1141'16.5 METERS (54 FEET) NORTH OF THE CENTER OF THE ROAD, 0.8 METERS
 BV1141'(2.7 FEET) NORTH-NORTHWEST OF A UTILITY POLE, 0.65 METERS (2.1 FEET)
 BV1141'SOUTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 0.7 METERS
 BV1141'(1.3 FEET) SOUTH OF THE SOUTH WALL OF THE BUILDING.
 BV1141'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1172 ***********************************************************************
 BV1172  DESIGNATION -  E 444
 BV1172  PID         -  BV1172
 BV1172  STATE/COUNTY-  AL/MOBILE
 BV1172  USGS QUAD   -  CITRONELLE EAST (1982)
 BV1172
 BV1172                         *CURRENT SURVEY CONTROL
 BV1172  ___________________________________________________________________
 BV1172* NAD 83(1986)-  31 01 09.     (N)    088 14 02.     (W)     SCALED    
 BV1172* NAVD 88     -        79.067  (meters)     259.41   (feet)  ADJUSTED  
 BV1172  ___________________________________________________________________
 BV1172  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 BV1172  DYNAMIC HT  -          78.966 (meters)     259.07  (feet)  COMP
 BV1172  MODELED GRAV-     979,362.4   (mgal)                       NAVD 88
 BV1172
 BV1172  VERT ORDER  -  FIRST     CLASS II
 BV1172
 BV1172.The horizontal coordinates were scaled from a topographic map and have
 BV1172.an estimated accuracy of +/- 6 seconds.
 BV1172
 BV1172.The orthometric height was determined by differential leveling
 BV1172.and adjusted by the National Geodetic Survey in June 1991..
 BV1172
 BV1172.The geoid height was determined by GEOID03.
 BV1172
 BV1172.The dynamic height is computed by dividing the NAVD 88
 BV1172.geopotential number by the normal gravity value computed on the
 BV1172.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1172.degrees latitude (g = 980.6199 gals.).
 BV1172
 BV1172.The modeled gravity was interpolated from observed gravity values.
 BV1172
 BV1172;                    North         East    Units  Estimated Accuracy
 BV1172;SPC AL W     -   113,210.      529,930.      MT  (+/- 180 meters Scaled)
 BV1172
 BV1172                          SUPERSEDED SURVEY CONTROL
 BV1172
 BV1172  NGVD 29 (??/??/??)   79.029  (m)          259.28   (f) ADJUSTED    1 2
 BV1172
 BV1172.Superseded values are not recommended for survey control.
 BV1172.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1172.See file dsdata.txt to determine how the superseded data were derived.
 BV1172
 BV1172_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV822323(NAD 83)
 BV1172_MARKER: I = METAL ROD
 BV1172_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1172_SP_SET: STAINLESS STEEL ROD
 BV1172_STAMPING: E 444 1980
 BV1172_PROJECTION: RECESSED 8 CENTIMETERS
 BV1172_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1172_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1172+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BV1172_ROD/PIPE-DEPTH: 6.3  meters
 BV1172
 BV1172  HISTORY     - Date     Condition        Report By
 BV1172  HISTORY     - 1980     MONUMENTED       NGS
 BV1172  HISTORY     - 20040412 GOOD             ALHD
 BV1172
 BV1172                          STATION DESCRIPTION
 BV1172
 BV1172'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1172'8.7 KM SE FROM CITRONELLE.
 BV1172'8.7 KILOMETERS (5.4 MILES) SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 BV1172'FIRST BAPTIST CHURCH AT THE JUNCTION OF COUNTY ROUTE 96 AT CITRONELLE,
 BV1172'AT THE JUNCTION OF A DIRT ROAD LEADING NORTHWEST, NEAR THE CREST OF
 BV1172'A LONG HILL, ATOP A 10-FOOT CUT BANK FOR THE HIGHWAY AND A DIRT ROAD,
 BV1172'24.5 METERS (80.5 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY, 8
 BV1172'METERS (26.3 FEET) NORTHEAST OF THE CENTER OF THE ROAD, 1.4 METERS
 BV1172'(4.6 FEET) NORTHEAST OF A POWER POLE WITH AN UNDERGROUND CABLE BOX
 BV1172'NO. P103 ATTACHED.
 BV1172'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 BV1172'THE MARK IS 3 M ABOVE HIGHWAY.
 BV1172
 BV1172                          STATION RECOVERY (2004)
 BV1172
 BV1172'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BV1172'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1162 ***********************************************************************
 BV1162  DESIGNATION -  E 445
 BV1162  PID         -  BV1162
 BV1162  STATE/COUNTY-  AL/WASHINGTON
 BV1162  USGS QUAD   -  DEER PARK (1982)
 BV1162
 BV1162                         *CURRENT SURVEY CONTROL
 BV1162  ___________________________________________________________________
 BV1162* NAD 83(1986)-  31 08 47.     (N)    088 15 38.     (W)     SCALED    
 BV1162* NAVD 88     -        66.646  (meters)     218.65   (feet)  ADJUSTED  
 BV1162  ___________________________________________________________________
 BV1162  GEOID HEIGHT-         -28.05  (meters)                     GEOID03
 BV1162  DYNAMIC HT  -          66.562 (meters)     218.38  (feet)  COMP
 BV1162  MODELED GRAV-     979,378.8   (mgal)                       NAVD 88
 BV1162
 BV1162  VERT ORDER  -  FIRST     CLASS II
 BV1162
 BV1162.The horizontal coordinates were scaled from a topographic map and have
 BV1162.an estimated accuracy of +/- 6 seconds.
 BV1162
 BV1162.The orthometric height was determined by differential leveling
 BV1162.and adjusted by the National Geodetic Survey in June 1991..
 BV1162
 BV1162.The geoid height was determined by GEOID03.
 BV1162
 BV1162.The dynamic height is computed by dividing the NAVD 88
 BV1162.geopotential number by the normal gravity value computed on the
 BV1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1162.degrees latitude (g = 980.6199 gals.).
 BV1162
 BV1162.The modeled gravity was interpolated from observed gravity values.
 BV1162
 BV1162;                    North         East    Units  Estimated Accuracy
 BV1162;SPC AL W     -   127,330.      527,480.      MT  (+/- 180 meters Scaled)
 BV1162
 BV1162                          SUPERSEDED SURVEY CONTROL
 BV1162
 BV1162  NGVD 29 (??/??/??)   66.610  (m)          218.54   (f) ADJUSTED    1 2
 BV1162
 BV1162.Superseded values are not recommended for survey control.
 BV1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1162.See file dsdata.txt to determine how the superseded data were derived.
 BV1162
 BV1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV798465(NAD 83)
 BV1162_MARKER: I = METAL ROD
 BV1162_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BV1162_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BV1162_STAMPING: E 445 1980
 BV1162_PROJECTION: RECESSED 8 CENTIMETERS
 BV1162_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BV1162+STABILITY: POSITION/ELEVATION WELL
 BV1162_ROD/PIPE-DEPTH: 9.8  meters
 BV1162_SLEEVE-DEPTH  : 6.1 meters
 BV1162
 BV1162  HISTORY     - Date     Condition        Report By
 BV1162  HISTORY     - 1980     MONUMENTED       NGS
 BV1162
 BV1162                          STATION DESCRIPTION
 BV1162
 BV1162'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1162'6.3 KM NW FROM CITRONELLE.
 BV1162'6.3 KILOMETERS (3.9 MILES) NORTHWEST ALONG U.S. ROUTE 45 FROM
 BV1162'THE FIRST BAPTIST CHURCH AT THE JUNCTION OF COUNTY ROUTE 96 IN
 BV1162'CITRONELLE, 0.3 KILOMETERS (0.2 MILES) NORTHWEST OF THE MOBILE
 BV1162'AND WASHINGTON COUNTY LINE, AT THE COUNTY LINE MISSIONARY
 BV1162'BAPTIST CHURCH, 0.08 KILOMETERS (0.05 MILES) NORTHEAST OF THE
 BV1162'HIGHWAY, 5.8 METERS (19 FEET) WEST-SOUTHWEST OF THE WEST CORNER
 BV1162'OF A SMALL WOODEN PUMP HOUSE, 2.95 METERS (9.7 FEET) NORTHEAST
 BV1162'OF THE NORTHEAST EDGE OF A PORCH FOR AN ENTRANCE TO THE CHURCH
 BV1162'ON THE SOUTHEAST SIDE OF THE CHURCH, 0.85 METERS (2.8 FEET)
 BV1162'SOUTHEAST OF THE EAST CORNER OF THE CHURCH.
 BV1162'THE MARK IS 2.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2262 ***********************************************************************
 DH2262  DESIGNATION -  E 446
 DH2262  PID         -  DH2262
 DH2262  STATE/COUNTY-  AL/JEFFERSON
 DH2262  USGS QUAD   -  IRONDALE (1978)
 DH2262
 DH2262                         *CURRENT SURVEY CONTROL
 DH2262  ___________________________________________________________________
 DH2262* NAD 83(1986)-  33 33 13.     (N)    086 39 48.     (W)     SCALED    
 DH2262* NAVD 88     -       257.715  (meters)     845.52   (feet)  ADJUSTED  
 DH2262  ___________________________________________________________________
 DH2262  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH2262  DYNAMIC HT  -         257.426 (meters)     844.57  (feet)  COMP
 DH2262  MODELED GRAV-     979,508.3   (mgal)                       NAVD 88
 DH2262
 DH2262  VERT ORDER  -  FIRST     CLASS II
 DH2262
 DH2262.The horizontal coordinates were scaled from a topographic map and have
 DH2262.an estimated accuracy of +/- 6 seconds.
 DH2262
 DH2262.The orthometric height was determined by differential leveling
 DH2262.and adjusted by the National Geodetic Survey in June 1991..
 DH2262
 DH2262.The geoid height was determined by GEOID03.
 DH2262
 DH2262.The dynamic height is computed by dividing the NAVD 88
 DH2262.geopotential number by the normal gravity value computed on the
 DH2262.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2262.degrees latitude (g = 980.6199 gals.).
 DH2262
 DH2262.The modeled gravity was interpolated from observed gravity values.
 DH2262
 DH2262;                    North         East    Units  Estimated Accuracy
 DH2262;SPC AL W     -   394,320.      677,690.      MT  (+/- 180 meters Scaled)
 DH2262
 DH2262                          SUPERSEDED SURVEY CONTROL
 DH2262
 DH2262.No superseded survey control is available for this station.
 DH2262
 DH2262_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC312127(NAD 83)
 DH2262_MARKER: I = METAL ROD
 DH2262_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2262_SP_SET: STAINLESS STEEL ROD
 DH2262_STAMPING: E 446 1980
 DH2262_MARK LOGO: NGS   
 DH2262_PROJECTION: FLUSH
 DH2262_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2262_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2262+SATELLITE: SATELLITE OBSERVATIONS - April 02, 2004
 DH2262_ROD/PIPE-DEPTH: 4.0  meters
 DH2262
 DH2262  HISTORY     - Date     Condition        Report By
 DH2262  HISTORY     - 1980     MONUMENTED       NGS
 DH2262  HISTORY     - 20040402 GOOD             ALHD
 DH2262
 DH2262                          STATION DESCRIPTION
 DH2262
 DH2262'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2262'5.1 KM (3.2 MI) NE FROM IRONDALE.
 DH2262'4.5 KILOMETERS (2.8 MILES) EAST ALONG U.S. HIGHWAY 78 FROM THE
 DH2262'OF 16TH STREET IN IRONDALE, THENCE 0.6 KILOMETER (0.4 MILE) NORTH
 DH2262'ALONG ALTON ROAD, SET ON THE EAST SIDE OF THE ROSE HILL BAPTIST CHURCH
 DH2262'UNDER THE LARGE STAINED GLASS WINDOW, 30.5 METERS (100.0 FEET) WEST
 DH2262'OF THE CENTER OF ALTON ROAD, 5.24 METERS (17.2 FEET) NORTH OF THE
 DH2262'SOUTHEAST CORNER OF THE CHURCH, 5.24 METERS (17.2 FEET) SOUTH OF THE
 DH2262'NORTHEAST CORNER OF THE CHURCH, AND 0.82 METERS (2.7 FEET) EAST OF
 DH2262'THE EAST FACE OF THE CHURCH.  NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE
 DH2262'THE ROD, DRIVEN TO REFUSAL AT 4.0 METERS.
 DH2262'THE MARK IS 0.1 M BELOW GROUND.
 DH2262
 DH2262                          STATION RECOVERY (2004)
 DH2262
 DH2262'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 DH2262'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2286 ***********************************************************************
 DH2286  DESIGNATION -  E 447
 DH2286  PID         -  DH2286
 DH2286  STATE/COUNTY-  AL/ST CLAIR
 DH2286  USGS QUAD   -  ODENVILLE (1972)
 DH2286
 DH2286                         *CURRENT SURVEY CONTROL
 DH2286  ___________________________________________________________________
 DH2286* NAD 83(1986)-  33 38 33.     (N)    086 24 09.     (W)     SCALED    
 DH2286* NAVD 88     -       229.421  (meters)     752.69   (feet)  ADJUSTED  
 DH2286  ___________________________________________________________________
 DH2286  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH2286  DYNAMIC HT  -         229.169 (meters)     751.87  (feet)  COMP
 DH2286  MODELED GRAV-     979,530.7   (mgal)                       NAVD 88
 DH2286
 DH2286  VERT ORDER  -  FIRST     CLASS II
 DH2286
 DH2286.The horizontal coordinates were scaled from a topographic map and have
 DH2286.an estimated accuracy of +/- 6 seconds.
 DH2286
 DH2286.The orthometric height was determined by differential leveling
 DH2286.and adjusted by the National Geodetic Survey in June 1991..
 DH2286
 DH2286.The geoid height was determined by GEOID03.
 DH2286
 DH2286.The dynamic height is computed by dividing the NAVD 88
 DH2286.geopotential number by the normal gravity value computed on the
 DH2286.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2286.degrees latitude (g = 980.6199 gals.).
 DH2286
 DH2286.The modeled gravity was interpolated from observed gravity values.
 DH2286
 DH2286;                    North         East    Units  Estimated Accuracy
 DH2286;SPC AL E     -   348,600.      147,200.      MT  (+/- 180 meters Scaled)
 DH2286
 DH2286                          SUPERSEDED SURVEY CONTROL
 DH2286
 DH2286.No superseded survey control is available for this station.
 DH2286
 DH2286_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC554226(NAD 83)
 DH2286_MARKER: I = METAL ROD
 DH2286_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2286_SP_SET: STAINLESS STEEL ROD
 DH2286_STAMPING: E 447 1980
 DH2286_MARK LOGO: NGS   
 DH2286_PROJECTION: FLUSH
 DH2286_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2286+STABILITY: POSITION/ELEVATION WELL
 DH2286_ROD/PIPE-DEPTH: 6.1  meters
 DH2286
 DH2286  HISTORY     - Date     Condition        Report By
 DH2286  HISTORY     - 1980     MONUMENTED       NGS
 DH2286
 DH2286                          STATION DESCRIPTION
 DH2286
 DH2286'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2286'3.8 KM (2.35 MI) SE FROM BRANCHVILLE.
 DH2286'2.5 KILOMETERS (1.55 MILES) SOUTHEAST ALONG BLAIRS FARM ROAD FROM THE
 DH2286'JUNCTION OF U.S. HIGHWAY 411 IN THE SMALL TOWN OF BRANCHVILLE, THENCE
 DH2286'1.3 KILOMETERS (0.8 MILE) SOUTHEAST ALONG STATE HIGHWAY 174, ON
 DH2286'THE SOUTHWEST SIDE OF THE HIGHWAY NEAR A UTILITY POLE WITH LINES
 DH2286'GOING TO UTILITY POLE NUMBER T 12694 FOR A NEW BRICK HOME SOUTHWEST
 DH2286'OF STATE HIGHWAY 174, 20.43 METERS (67.0 FEET) SOUTHEAST OF THE
 DH2286'CENTER OF THE DRIVEWAY TO THE BRICK HOME, 11.9 METERS (39.0 FEET)
 DH2286'SOUTHWEST OF THE CENTER LINE OF STATE HIGHWAY 174, AND 0.89 METERS
 DH2286'(2.9 FEET) SOUTHEAST OF THE UTILITY POLE.
 DH2286'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2310 ***********************************************************************
 DH2310  DESIGNATION -  E 448
 DH2310  PID         -  DH2310
 DH2310  STATE/COUNTY-  AL/ST CLAIR
 DH2310  USGS QUAD   -  OHATCHEE (1949)
 DH2310
 DH2310                         *CURRENT SURVEY CONTROL
 DH2310  ___________________________________________________________________
 DH2310* NAD 83(1986)-  33 45 38.     (N)    086 05 03.     (W)     SCALED    
 DH2310* NAVD 88     -       168.133  (meters)     551.62   (feet)  ADJUSTED  
 DH2310  ___________________________________________________________________
 DH2310  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH2310  DYNAMIC HT  -         167.954 (meters)     551.03  (feet)  COMP
 DH2310  MODELED GRAV-     979,568.7   (mgal)                       NAVD 88
 DH2310
 DH2310  VERT ORDER  -  FIRST     CLASS II
 DH2310
 DH2310.The horizontal coordinates were scaled from a topographic map and have
 DH2310.an estimated accuracy of +/- 6 seconds.
 DH2310
 DH2310.The orthometric height was determined by differential leveling
 DH2310.and adjusted by the National Geodetic Survey in June 1991..
 DH2310
 DH2310.The geoid height was determined by GEOID03.
 DH2310
 DH2310.The dynamic height is computed by dividing the NAVD 88
 DH2310.geopotential number by the normal gravity value computed on the
 DH2310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2310.degrees latitude (g = 980.6199 gals.).
 DH2310
 DH2310.The modeled gravity was interpolated from observed gravity values.
 DH2310
 DH2310;                    North         East    Units  Estimated Accuracy
 DH2310;SPC AL E     -   361,570.      176,760.      MT  (+/- 180 meters Scaled)
 DH2310
 DH2310                          SUPERSEDED SURVEY CONTROL
 DH2310
 DH2310.No superseded survey control is available for this station.
 DH2310
 DH2310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC848359(NAD 83)
 DH2310_MARKER: I = METAL ROD
 DH2310_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2310_SP_SET: STAINLESS STEEL ROD
 DH2310_STAMPING: E 448 1980
 DH2310_MARK LOGO: NGS   
 DH2310_PROJECTION: FLUSH
 DH2310_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2310+STABILITY: POSITION/ELEVATION WELL
 DH2310_ROD/PIPE-DEPTH: 4.8  meters
 DH2310
 DH2310  HISTORY     - Date     Condition        Report By
 DH2310  HISTORY     - 1980     MONUMENTED       NGS
 DH2310
 DH2310                          STATION DESCRIPTION
 DH2310
 DH2310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2310'6.8 KM (4.2 MI) NE FROM RAGLAND.
 DH2310'0.2 KILOMETERS (0.1 MILE) NORTH ALONG STATE HIGHWAY 144 FROM THE POST
 DH2310'OFFICE IN RAGLAND, THENCE 6.6 KILOMETERS (4.1 MILES) EAST ALONG COUNTY
 DH2310'ROAD 26 TO THE MARK ON THE SOUTHEAST SIDE OF THE ROAD NEAR THE
 DH2310'NORTHEAST END OF A GUARDRAIL BETWEEN THE FIRST AND SECOND POSTS,
 DH2310'6.40 METERS (21.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1.1
 DH2310'METERS (3.5 FEET) SOUTHWEST OF THE FIRST POST OF THE GUARDRAIL, AND
 DH2310'0.67 METERS (2.2 FEET) NORTHEAST OF A WITNESS POST.
 DH2310'THE MARK IS 0.48 METERS  SW FROM A WITNESS POST.
 DH2310'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2467 ***********************************************************************
 DG2467  DESIGNATION -  E 449
 DG2467  PID         -  DG2467
 DG2467  STATE/COUNTY-  AL/CHEROKEE
 DG2467  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG2467
 DG2467                         *CURRENT SURVEY CONTROL
 DG2467  ___________________________________________________________________
 DG2467* NAD 83(1986)-  33 58 24.     (N)    085 28 31.     (W)     SCALED    
 DG2467* NAVD 88     -       280.676  (meters)     920.85   (feet)  ADJUSTED  
 DG2467  ___________________________________________________________________
 DG2467  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG2467  DYNAMIC HT  -         280.381 (meters)     919.88  (feet)  COMP
 DG2467  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DG2467
 DG2467  VERT ORDER  -  FIRST     CLASS II
 DG2467
 DG2467.The horizontal coordinates were scaled from a topographic map and have
 DG2467.an estimated accuracy of +/- 6 seconds.
 DG2467
 DG2467.The orthometric height was determined by differential leveling
 DG2467.and adjusted by the National Geodetic Survey in June 1991..
 DG2467
 DG2467.The geoid height was determined by GEOID03.
 DG2467
 DG2467.The dynamic height is computed by dividing the NAVD 88
 DG2467.geopotential number by the normal gravity value computed on the
 DG2467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2467.degrees latitude (g = 980.6199 gals.).
 DG2467
 DG2467.The modeled gravity was interpolated from observed gravity values.
 DG2467
 DG2467;                    North         East    Units  Estimated Accuracy
 DG2467;SPC AL E     -   385,200.      233,090.      MT  (+/- 180 meters Scaled)
 DG2467
 DG2467                          SUPERSEDED SURVEY CONTROL
 DG2467
 DG2467.No superseded survey control is available for this station.
 DG2467
 DG2467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC408602(NAD 83)
 DG2467_MARKER: I = METAL ROD
 DG2467_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG2467+WITH SETTING: INFORMATION.
 DG2467_SP_SET: SHALLOW SET METAL ROD
 DG2467_STAMPING: E 449 1980
 DG2467_MARK LOGO: NGS   
 DG2467_PROJECTION: RECESSED 1 CENTIMETERS
 DG2467_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2467_ROD/PIPE-DEPTH: 2.4  meters
 DG2467
 DG2467  HISTORY     - Date     Condition        Report By
 DG2467  HISTORY     - 1980     MONUMENTED       NGS
 DG2467
 DG2467                          STATION DESCRIPTION
 DG2467
 DG2467'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2467'16.0 KM (9.9 MI) NE FROM PIEDMONT.
 DG2467'2.2 KILOMETERS (1.35 MILES) NORTHEAST ALONG BUSINESS HIGHWAY 278 FROM
 DG2467'THE POST OFFICE IN PIEDMONT, THENCE 13.8 KILOMETERS (8.55 MILES)
 DG2467'NORTHEAST ALONG U.S. HIGHWAY 278 TO THE MARK ON THE RIGHT ABOUT IN THE
 DG2467'CENTER OF A SLOPING CURVE, 3.6 METERS (11.8 FEET) SOUTH OF A METAL
 DG2467'POST SUPPORTING A SINGLE LANE TRAFFIC SIGN, 25.73 METERS (84.4 FEET)
 DG2467'EAST OF A POWER POLE WITH POWER LINES LEADING ACROSS THE HIGHWAY,
 DG2467'AND 14.45 METERS (47.4 FEET) SOUTH OF THE CENTER LINE OF THE HIGHWAY.
 DG2467'THE MARK IS 0.35 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1378 ***********************************************************************
 BU1378  DESIGNATION -  E 45 RESET
 BU1378  PID         -  BU1378
 BU1378  STATE/COUNTY-  AL/ESCAMBIA
 BU1378  USGS QUAD   -  BREWTON SOUTH (1986)
 BU1378
 BU1378                         *CURRENT SURVEY CONTROL
 BU1378  ___________________________________________________________________
 BU1378* NAD 83(1986)-  31 04 26.     (N)    087 03 41.     (W)     SCALED    
 BU1378* NAVD 88     -        21.86   (meters)      71.7    (feet)  RESET     
 BU1378  ___________________________________________________________________
 BU1378  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BU1378
 BU1378  VERT ORDER  -  THIRD
 BU1378
 BU1378.The horizontal coordinates were scaled from a topographic map and have
 BU1378.an estimated accuracy of +/- 6 seconds.
 BU1378
 BU1378.The orthometric height was computed from unverified reset data.
 BU1378
 BU1378.The geoid height was determined by GEOID03.
 BU1378
 BU1378;                    North         East    Units  Estimated Accuracy
 BU1378;SPC AL W     -   119,130.      641,850.      MT  (+/- 180 meters Scaled)
 BU1378
 BU1378                          SUPERSEDED SURVEY CONTROL
 BU1378
 BU1378  NGVD 29 (??/??/??)   21.90   (m)           71.9    (f) RESET       3  
 BU1378
 BU1378.Superseded values are not recommended for survey control.
 BU1378.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1378.See file dsdata.txt to determine how the superseded data were derived.
 BU1378
 BU1378_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV941377(NAD 83)
 BU1378_MARKER: DB = BENCH MARK DISK
 BU1378_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1378_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1378_STAMPING: E 45 RESET 1944
 BU1378_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1378+STABILITY: SURFACE MOTION
 BU1378
 BU1378  HISTORY     - Date     Condition        Report By
 BU1378  HISTORY     - 1944     MONUMENTED       CGS
 BU1378
 BU1378                          STATION DESCRIPTION
 BU1378
 BU1378'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 BU1378'2.4 MI SE FROM BREWTON.
 BU1378'2.4 MILES SOUTHEAST ALONG THE DIXONVILLE ROAD (STATE HIGHWAY 93) FROM
 BU1378'THE COUNTY COURTHOUSE AT BREWTON, ESCAMBIA COUNTY, 1.1 MILES SOUTH OF
 BU1378'THE INTERSECTION OF U.S. HIGHWAY 29, 340 FEET NORTHEAST OF THE
 BU1378'NORTHEAST CORNER OF THE ESCAMBIA RIVER BRIDGE, 130 FEET EAST OF THE
 BU1378'CENTER LINE OF THE HIGHWAY, 110.2 FEET SOUTHWEST OF THE SOUTHWEST
 BU1378'CORNER OF A TENANT HOUSE, AND 91.5 FEET NORTHWEST OF THE NORTHWEST
 BU1378'CORNER OF A SECOND TENANT HOUSE.  A STANDARD DISK, STAMPED E 45 RESET
 BU1378'1944 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2447 ***********************************************************************
 DG2447  DESIGNATION -  E 450
 DG2447  PID         -  DG2447
 DG2447  STATE/COUNTY-  AL/CALHOUN
 DG2447  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG2447
 DG2447                         *CURRENT SURVEY CONTROL
 DG2447  ___________________________________________________________________
 DG2447* NAD 83(1986)-  33 49 59.     (N)    085 48 52.     (W)     SCALED    
 DG2447* NAVD 88     -       197.025  (meters)     646.41   (feet)  ADJUSTED  
 DG2447  ___________________________________________________________________
 DG2447  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG2447  DYNAMIC HT  -         196.816 (meters)     645.72  (feet)  COMP
 DG2447  MODELED GRAV-     979,569.5   (mgal)                       NAVD 88
 DG2447
 DG2447  VERT ORDER  -  FIRST     CLASS II
 DG2447
 DG2447.The horizontal coordinates were scaled from a topographic map and have
 DG2447.an estimated accuracy of +/- 6 seconds.
 DG2447
 DG2447.The orthometric height was determined by differential leveling
 DG2447.and adjusted by the National Geodetic Survey in June 1991..
 DG2447
 DG2447.The geoid height was determined by GEOID03.
 DG2447
 DG2447.The dynamic height is computed by dividing the NAVD 88
 DG2447.geopotential number by the normal gravity value computed on the
 DG2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2447.degrees latitude (g = 980.6199 gals.).
 DG2447
 DG2447.The modeled gravity was interpolated from observed gravity values.
 DG2447
 DG2447;                    North         East    Units  Estimated Accuracy
 DG2447;SPC AL E     -   369,590.      201,750.      MT  (+/- 180 meters Scaled)
 DG2447
 DG2447                          SUPERSEDED SURVEY CONTROL
 DG2447
 DG2447.No superseded survey control is available for this station.
 DG2447
 DG2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC097442(NAD 83)
 DG2447_MARKER: I = METAL ROD
 DG2447_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DG2447+WITH SETTING: INFORMATION.
 DG2447_SP_SET: SHALLOW SET METAL ROD
 DG2447_STAMPING: E 450 1980
 DG2447_MARK LOGO: NGS   
 DG2447_PROJECTION: RECESSED 1 CENTIMETERS
 DG2447_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2447_ROD/PIPE-DEPTH: 2.7  meters
 DG2447
 DG2447  HISTORY     - Date     Condition        Report By
 DG2447  HISTORY     - 1980     MONUMENTED       NGS
 DG2447
 DG2447                          STATION DESCRIPTION
 DG2447
 DG2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2447'6.65 KM (4.1 MI) WEST FROM JACKSONVILLE.
 DG2447'1.3 KILOMETERS (0.8 MILE) NORTH ALONG STATE HIGHWAY 21 FROM THE POST
 DG2447'OFFICE IN JACKSONVILLE, THENCE 5.35 KILOMETERS (3.3 MILES) WEST ALONG
 DG2447'STATE HIGHWAY 204 TO THE MARK ON THE NORTH SIDE OF THE HIGHWAY NEAR
 DG2447'UTILITY POLE NUMBER 29 1/2 AND A BRANCH LINE CROSSING THE HIGHWAY,
 DG2447'10.61 METERS (34.8 FEET) NORTH-NORTHEAST OF THE CENTER LINE OF THE
 DG2447'HIGHWAY, 8.14 METERS (26.7 FEET) SOUTH OF THE GUY WIRE TO THE UTILITY
 DG2447'POLE, AND 0.75 METER (2.5 FEET) WEST OF THE UTILITY POLE.  NOTE-
 DG2447'SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, THE ROD WAS DRIVEN TO
 DG2447'REFUSAL AT 2.7 METERS.
 DG2447'THE MARK IS 0.40 METERS  E FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2362 ***********************************************************************
 DH2362  DESIGNATION -  E 451
 DH2362  PID         -  DH2362
 DH2362  STATE/COUNTY-  AL/JEFFERSON
 DH2362  USGS QUAD   -  BESSEMER (1988)
 DH2362
 DH2362                         *CURRENT SURVEY CONTROL
 DH2362  ___________________________________________________________________
 DH2362* NAD 83(1986)-  33 26 29.     (N)    086 57 12.     (W)     SCALED    
 DH2362* NAVD 88     -       174.458  (meters)     572.37   (feet)  ADJUSTED  
 DH2362  ___________________________________________________________________
 DH2362  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH2362  DYNAMIC HT  -         174.264 (meters)     571.73  (feet)  COMP
 DH2362  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 DH2362
 DH2362  VERT ORDER  -  FIRST     CLASS II
 DH2362
 DH2362.The horizontal coordinates were scaled from a topographic map and have
 DH2362.an estimated accuracy of +/- 6 seconds.
 DH2362
 DH2362.The orthometric height was determined by differential leveling
 DH2362.and adjusted by the National Geodetic Survey in June 1991..
 DH2362
 DH2362.The geoid height was determined by GEOID03.
 DH2362
 DH2362.The dynamic height is computed by dividing the NAVD 88
 DH2362.geopotential number by the normal gravity value computed on the
 DH2362.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2362.degrees latitude (g = 980.6199 gals.).
 DH2362
 DH2362.The modeled gravity was interpolated from observed gravity values.
 DH2362
 DH2362;                    North         East    Units  Estimated Accuracy
 DH2362;SPC AL W     -   381,700.      650,830.      MT  (+/- 180 meters Scaled)
 DH2362
 DH2362                          SUPERSEDED SURVEY CONTROL
 DH2362
 DH2362.No superseded survey control is available for this station.
 DH2362
 DH2362_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC043002(NAD 83)
 DH2362_MARKER: I = METAL ROD
 DH2362_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2362_SP_SET: STAINLESS STEEL ROD
 DH2362_STAMPING: E 451 1981
 DH2362_MARK LOGO: NGS   
 DH2362_PROJECTION: FLUSH
 DH2362_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2362_ROD/PIPE-DEPTH: 7.3  meters
 DH2362
 DH2362  HISTORY     - Date     Condition        Report By
 DH2362  HISTORY     - 1981     MONUMENTED       NGS
 DH2362
 DH2362                          STATION DESCRIPTION
 DH2362
 DH2362'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DH2362'1.9 KM (1.2 MI) SOUTH FROM WEST FAIRFIELD.
 DH2362'1.9 KILOMETERS (1.2 MILES) SOUTH ALONG JAYBIRD ROAD FROM THE JUNCTION
 DH2362'OF VALLEY ROAD IN WEST FAIRFIELD, ON THE RIGHT OF JAYBIRD ROAD NEAR
 DH2362'THE SOUTHEAST CORNER OF THE MC-B STEEL OFFICE, 4.34 METERS (14.2 FEET)
 DH2362'NORTH OF A 4-FOOT HIGH CHAIN LINK FENCE, 2.74 METERS (9.0 FEET) WEST
 DH2362'OF THE WEST EDGE OF THE SIDEWALK, 2.71 METERS (8.9 FEET) NORTHWEST OF
 DH2362'A METAL POLE 12-FOOT HIGH WITH A BELL, 1.07 METERS (3.5 FEET) SOUTH OF
 DH2362'THE SOUTHEAST CORNER OF THE OFFICE BUILDING AND IN LINE WITH THE EAST
 DH2362'FACE OF THE BUILDING.
 DH2362'THE MARK IS ABOVE LEVEL WITH SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2886 ***********************************************************************
 CN2886  DESIGNATION -  E 452
 CN2886  PID         -  CN2886
 CN2886  STATE/COUNTY-  AL/AUTAUGA
 CN2886  USGS QUAD   -  JONES (1982)
 CN2886
 CN2886                         *CURRENT SURVEY CONTROL
 CN2886  ___________________________________________________________________
 CN2886* NAD 83(1986)-  32 32 50.     (N)    086 53 39.     (W)     SCALED    
 CN2886* NAVD 88     -        61.663  (meters)     202.31   (feet)  ADJUSTED  
 CN2886  ___________________________________________________________________
 CN2886  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CN2886  DYNAMIC HT  -          61.592 (meters)     202.07  (feet)  COMP
 CN2886  MODELED GRAV-     979,481.6   (mgal)                       NAVD 88
 CN2886
 CN2886  VERT ORDER  -  FIRST     CLASS II
 CN2886
 CN2886.The horizontal coordinates were scaled from a topographic map and have
 CN2886.an estimated accuracy of +/- 6 seconds.
 CN2886
 CN2886.The orthometric height was determined by differential leveling
 CN2886.and adjusted by the National Geodetic Survey in June 1991..
 CN2886
 CN2886.The geoid height was determined by GEOID03.
 CN2886
 CN2886.The dynamic height is computed by dividing the NAVD 88
 CN2886.geopotential number by the normal gravity value computed on the
 CN2886.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2886.degrees latitude (g = 980.6199 gals.).
 CN2886
 CN2886.The modeled gravity was interpolated from observed gravity values.
 CN2886
 CN2886;                    North         East    Units  Estimated Accuracy
 CN2886;SPC AL W     -   282,560.      656,900.      MT  (+/- 180 meters Scaled)
 CN2886
 CN2886                          SUPERSEDED SURVEY CONTROL
 CN2886
 CN2886.No superseded survey control is available for this station.
 CN2886
 CN2886_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB099010(NAD 83)
 CN2886_MARKER: I = METAL ROD
 CN2886_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CN2886_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CN2886_STAMPING: E 452 1981
 CN2886_MARK LOGO: NGS   
 CN2886_PROJECTION: FLUSH
 CN2886_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CN2886+STABILITY: POSITION/ELEVATION WELL
 CN2886_ROD/PIPE-DEPTH: 14.6 meters
 CN2886_SLEEVE-DEPTH  : 6.0 meters
 CN2886
 CN2886  HISTORY     - Date     Condition        Report By
 CN2886  HISTORY     - 1981     MONUMENTED       NGS
 CN2886
 CN2886                          STATION DESCRIPTION
 CN2886
 CN2886'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2886'2.28 KM (1.45 MI) NORTH FROM FREMONT.
 CN2886'2.28 KILOMETERS (1.45 MILES) NORTH ALONG COUNTY ROAD 83 FROM THE NORTH
 CN2886'END OF THE COUNTY ROAD BRIDGE OVER MULBERRY CREEK IN FREMONT, TO A
 CN2886'SINGLE STORY BRICK HOUSE ON THE RIGHT, WHICH IS SET BACK ABOUT 0.2
 CN2886'KILOMETER (0.1 MILE) FROM THE ROAD AND OWNED AT THIS TIME BY MR. JOHN
 CN2886'SMEDLEY - BOX 31, SET NORTH OF THE NORTHWEST CORNER AND IN LINE WITH
 CN2886'THE WEST FACE OF THE HOUSE, 24.53 METERS (80.5 FEET) NORTHEAST OF A
 CN2886'36-INCH LONE PINE TREE IN THE FRONT YARD, 10.73 METERS (35.2 FEET)
 CN2886'NORTHWEST OF THE NORTHEAST CORNER OF THE HOUSE, 5.55 METERS (18.2
 CN2886'FEET) NORTH OF THE NORTHWEST CORNER OF THE HOUSE.
 CN2886'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1402 ***********************************************************************
 BT1402  DESIGNATION -  E 454
 BT1402  PID         -  BT1402
 BT1402  STATE/COUNTY-  AL/HOUSTON
 BT1402  USGS QUAD   -  MADRID (1969)
 BT1402
 BT1402                         *CURRENT SURVEY CONTROL
 BT1402  ___________________________________________________________________
 BT1402* NAD 83(1986)-  31 05 04.     (N)    085 24 18.     (W)     SCALED    
 BT1402* NAVD 88     -        64.838  (meters)     212.72   (feet)  ADJUSTED  
 BT1402  ___________________________________________________________________
 BT1402  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BT1402  DYNAMIC HT  -          64.756 (meters)     212.45  (feet)  COMP
 BT1402  MODELED GRAV-     979,378.7   (mgal)                       NAVD 88
 BT1402
 BT1402  VERT ORDER  -  FIRST     CLASS II
 BT1402
 BT1402.The horizontal coordinates were scaled from a topographic map and have
 BT1402.an estimated accuracy of +/- 6 seconds.
 BT1402
 BT1402.The orthometric height was determined by differential leveling
 BT1402.and adjusted by the National Geodetic Survey in June 1991..
 BT1402
 BT1402.The geoid height was determined by GEOID03.
 BT1402
 BT1402.The dynamic height is computed by dividing the NAVD 88
 BT1402.geopotential number by the normal gravity value computed on the
 BT1402.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1402.degrees latitude (g = 980.6199 gals.).
 BT1402
 BT1402.The modeled gravity was interpolated from observed gravity values.
 BT1402
 BT1402;                    North         East    Units  Estimated Accuracy
 BT1402;SPC AL E     -    64,870.      240,870.      MT  (+/- 180 meters Scaled)
 BT1402
 BT1402                          SUPERSEDED SURVEY CONTROL
 BT1402
 BT1402.No superseded survey control is available for this station.
 BT1402
 BT1402_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV521400(NAD 83)
 BT1402_MARKER: I = METAL ROD
 BT1402_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1402_SP_SET: STAINLESS STEEL ROD
 BT1402_STAMPING: E 454 1981
 BT1402_MARK LOGO: NGS   
 BT1402_PROJECTION: FLUSH
 BT1402_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1402_ROD/PIPE-DEPTH: 5.5  meters
 BT1402
 BT1402  HISTORY     - Date     Condition        Report By
 BT1402  HISTORY     - 1981     MONUMENTED       NGS
 BT1402  HISTORY     - 1987     GOOD             USPSQD
 BT1402
 BT1402                          STATION DESCRIPTION
 BT1402
 BT1402'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1402'14.9 KM (9.25 MI) NORTH FROM CAMPBELLTON.
 BT1402'14.9 KILOMETERS (9.25 MILES) NORTH ALONG US HIGHWAY 231 FROM THE
 BT1402'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE RIGHT, 24.24 METERS
 BT1402'(79.5 FEET) EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE
 BT1402'HIGHWAY, 9.7 METERS (31.8 FEET) NORTH OF A GUY WIRE BASE, 1.62
 BT1402'METERS (5.3 FEET) SOUTH OF A UTILITY POLE.
 BT1402'THE MARK IS 0.50 METERS  N FROM A WITNESS POST.
 BT1402'THE MARK IS 1.0 M BELOW HIGHWAY.
 BT1402
 BT1402                          STATION RECOVERY (1987)
 BT1402
 BT1402'RECOVERY NOTE BY US POWER SQUADRON 1987 (CBS)
 BT1402'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1483 ***********************************************************************
 BT1483  DESIGNATION -  E 455
 BT1483  PID         -  BT1483
 BT1483  STATE/COUNTY-  AL/PIKE
 BT1483  USGS QUAD   -  BANKS (1968)
 BT1483
 BT1483                         *CURRENT SURVEY CONTROL
 BT1483  ___________________________________________________________________
 BT1483* NAD 83(1986)-  31 46 43.     (N)    085 49 09.     (W)     SCALED    
 BT1483* NAVD 88     -       144.187  (meters)     473.05   (feet)  ADJUSTED  
 BT1483  ___________________________________________________________________
 BT1483  GEOID HEIGHT-         -26.36  (meters)                     GEOID03
 BT1483  DYNAMIC HT  -         144.016 (meters)     472.49  (feet)  COMP
 BT1483  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 BT1483
 BT1483  VERT ORDER  -  FIRST     CLASS II
 BT1483
 BT1483.The horizontal coordinates were scaled from a topographic map and have
 BT1483.an estimated accuracy of +/- 6 seconds.
 BT1483
 BT1483.The orthometric height was determined by differential leveling
 BT1483.and adjusted by the National Geodetic Survey in June 1991..
 BT1483
 BT1483.The geoid height was determined by GEOID03.
 BT1483
 BT1483.The dynamic height is computed by dividing the NAVD 88
 BT1483.geopotential number by the normal gravity value computed on the
 BT1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1483.degrees latitude (g = 980.6199 gals.).
 BT1483
 BT1483.The modeled gravity was interpolated from observed gravity values.
 BT1483
 BT1483;                    North         East    Units  Estimated Accuracy
 BT1483;SPC AL E     -   141,760.      201,340.      MT  (+/- 180 meters Scaled)
 BT1483
 BT1483                          SUPERSEDED SURVEY CONTROL
 BT1483
 BT1483.No superseded survey control is available for this station.
 BT1483
 BT1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA118165(NAD 83)
 BT1483_MARKER: I = METAL ROD
 BT1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1483_SP_SET: STAINLESS STEEL ROD
 BT1483_STAMPING: E 455 1981
 BT1483_MARK LOGO: NGS   
 BT1483_PROJECTION: FLUSH
 BT1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1483_ROD/PIPE-DEPTH: 6.1  meters
 BT1483
 BT1483  HISTORY     - Date     Condition        Report By
 BT1483  HISTORY     - 1981     MONUMENTED       NGS
 BT1483
 BT1483                          STATION DESCRIPTION
 BT1483
 BT1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1483'4.9 KM (3.05 MI) SOUTH FROM BANKS.
 BT1483'4.9 KILOMETERS (3.05 MILES) SOUTHEAST ALONG STATE HIGHWAY 93 FROM
 BT1483'THE JUNCTION OF US HIGHWAY 29 IN BANKS TO THE MARK ON THE RIGHT,
 BT1483'ALSO, 6.6 KILOMETERS (4.1 MILES) NORTH ALONG STATE HIGHWAY 93
 BT1483'FROM THE POST OFFICE IN BRUNDIDGE, 10.07 METERS (33.0 FEET) WEST-
 BT1483'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 35.36 METERS (116.0
 BT1483'FEET) SOUTH-SOUTHEAST OF THE CENTER LINE OF COUNTY ROAD 69, 2.07
 BT1483'METERS (6.8 FEET) NORTH-NORTHWEST OF A UTILITY POLE, 0.76 METER
 BT1483'(2.5 FEET) NORTHEAST OF A FENCE LINE.
 BT1483'THE MARK IS 0.4 METERS  ENE FROM A WITNESS POST.
 BT1483'THE MARK IS 0.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1473 ***********************************************************************
 BT1473  DESIGNATION -  E 456
 BT1473  PID         -  BT1473
 BT1473  STATE/COUNTY-  AL/PIKE
 BT1473  USGS QUAD   -  BRUNDIDGE (1981)
 BT1473
 BT1473                         *CURRENT SURVEY CONTROL
 BT1473  ___________________________________________________________________
 BT1473* NAD 83(1986)-  31 39 49.     (N)    085 48 39.     (W)     SCALED    
 BT1473* NAVD 88     -       142.913  (meters)     468.87   (feet)  ADJUSTED  
 BT1473  ___________________________________________________________________
 BT1473  GEOID HEIGHT-         -26.27  (meters)                     GEOID03
 BT1473  DYNAMIC HT  -         142.744 (meters)     468.32  (feet)  COMP
 BT1473  MODELED GRAV-     979,454.8   (mgal)                       NAVD 88
 BT1473  OBS GRAVITY -     979,448.8   (mgal)                       GRAV_OBS
 BT1473
 BT1473  VERT ORDER  -  FIRST     CLASS II
 BT1473
 BT1473.The horizontal coordinates were scaled from a topographic map and have
 BT1473.an estimated accuracy of +/- 6 seconds.
 BT1473
 BT1473.The orthometric height was determined by differential leveling
 BT1473.and adjusted by the National Geodetic Survey in June 1991..
 BT1473
 BT1473.The geoid height was determined by GEOID03.
 BT1473
 BT1473.The dynamic height is computed by dividing the NAVD 88
 BT1473.geopotential number by the normal gravity value computed on the
 BT1473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1473.degrees latitude (g = 980.6199 gals.).
 BT1473
 BT1473.The modeled gravity was interpolated from observed gravity values.
 BT1473.The observed gravity was obtained from relative gravimeter ties
 BT1473.to the IGSN71 gravity network.
 BT1473
 BT1473;                    North         East    Units  Estimated Accuracy
 BT1473;SPC AL E     -   129,010.      202,130.      MT  (+/- 180 meters Scaled)
 BT1473
 BT1473                          SUPERSEDED SURVEY CONTROL
 BT1473
 BT1473.No superseded survey control is available for this station.
 BT1473
 BT1473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA127037(NAD 83)
 BT1473_MARKER: I = METAL ROD
 BT1473_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BT1473_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BT1473_STAMPING: E 456 1981
 BT1473_MARK LOGO: NGS   
 BT1473_PROJECTION: FLUSH
 BT1473_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT1473+STABILITY: POSITION/ELEVATION WELL
 BT1473_ROD/PIPE-DEPTH: 23.7 meters
 BT1473_SLEEVE-DEPTH  : 6.1 meters
 BT1473
 BT1473  HISTORY     - Date     Condition        Report By
 BT1473  HISTORY     - 1981     MONUMENTED       NGS
 BT1473
 BT1473                          STATION DESCRIPTION
 BT1473
 BT1473'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1473'7.0 KM (4.4 MI) SW FROM BRUNDIDGE.
 BT1473'2.2 KILOMETERS (1.4 MILES) SOUTH-SOUTHWEST ALONG STATE HIGHWAY
 BT1473'93 FROM THE US POST OFFICE IN BRUNDIDGE, THENCE 4.8 KILOMETERS
 BT1473'(3.0 MILES) SOUTH ALONG US HIGHWAY 231 TO THE MARK ON THE RIGHT,
 BT1473'BETWEEN A POWER POLE AND A GUYWIRE IN THE BACKYARD OF A SINGLE
 BT1473'STORY BRICK HOUSE OWNED AT THIS TIME BY MR. FLOWERS, 31.39 METERS
 BT1473'(103 FEET) EAST OF THE CENTER LINE OF THE HIGHWAY, 15.7 METERS
 BT1473'(51.5 FEET) SOUTHWEST OF THE NORTHEAST CORNER POST OF A CHAIN
 BT1473'LINK PROPERTY LINE FENCE, 14.63 METERS (48 FEET) NORTHEAST OF THE
 BT1473'NORTHEAST CORNER OF THE HOUSE, 3.35 METERS (11 FEET) WEST OF THE
 BT1473'BASE OF THE GUYWIRE, 2.2 METERS (7.3 FEET) EAST OF THE POWER POLE
 BT1473'WITH LINES RUNNING INTO THE HOUSE.
 BT1473'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1457 ***********************************************************************
 BT1457  DESIGNATION -  E 457
 BT1457  PID         -  BT1457
 BT1457  STATE/COUNTY-  AL/DALE
 BT1457  USGS QUAD   -  ARITON (1981)
 BT1457
 BT1457                         *CURRENT SURVEY CONTROL
 BT1457  ___________________________________________________________________
 BT1457* NAD 83(1992)-  31 31 35.61019(N)    085 43 10.07402(W)     ADJUSTED  
 BT1457* NAVD 88     -       129.513  (meters)     424.91   (feet)  ADJUSTED  
 BT1457  ___________________________________________________________________
 BT1457  X           -     406,174.252 (meters)                     COMP
 BT1457  Y           -  -5,426,601.256 (meters)                     COMP
 BT1457  Z           -   3,315,851.440 (meters)                     COMP
 BT1457  LAPLACE CORR-           0.01  (seconds)                    DEFLEC99
 BT1457  ELLIP HEIGHT-         103.21  (meters)          (07/29/02) GPS OBS
 BT1457  GEOID HEIGHT-         -26.33  (meters)                     GEOID03
 BT1457  DYNAMIC HT  -         129.359 (meters)     424.41  (feet)  COMP
 BT1457  MODELED GRAV-     979,443.5   (mgal)                       NAVD 88
 BT1457
 BT1457  HORZ ORDER  -  FIRST
 BT1457  VERT ORDER  -  FIRST     CLASS II
 BT1457  ELLP ORDER  -  FOURTH    CLASS I
 BT1457
 BT1457.The horizontal coordinates were established by GPS observations
 BT1457.and adjusted by the National Geodetic Survey in December 1992..
 BT1457
 BT1457.The orthometric height was determined by differential leveling
 BT1457.and adjusted by the National Geodetic Survey in June 1991..
 BT1457
 BT1457.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BT1457
 BT1457.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT1457
 BT1457.The ellipsoidal height was determined by GPS observations
 BT1457.and is referenced to NAD 83.
 BT1457
 BT1457.The geoid height was determined by GEOID03.
 BT1457
 BT1457.The dynamic height is computed by dividing the NAVD 88
 BT1457.geopotential number by the normal gravity value computed on the
 BT1457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1457.degrees latitude (g = 980.6199 gals.).
 BT1457
 BT1457.The modeled gravity was interpolated from observed gravity values.
 BT1457
 BT1457;                    North         East     Units Scale Factor Converg.
 BT1457;SPC AL E     -   113,815.294   210,814.267   MT  0.99996144   +0 03 34.3
 BT1457;UTM  16      - 3,488,670.683   621,575.371   MT  0.99978230   +0 40 10.8
 BT1457
 BT1457!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT1457!SPC AL E     -   0.99998379  x   0.99996144  =   0.99994523
 BT1457!UTM  16      -   0.99998379  x   0.99978230  =   0.99976610
 BT1457
 BT1457                          SUPERSEDED SURVEY CONTROL
 BT1457
 BT1457  ELLIP H (12/04/92)  103.17   (m)                       GP(       ) 4 1
 BT1457  NAD 83(1986)-  31 31 35.62186(N)    085 43 10.07918(W) AD(       ) 1
 BT1457  NAVD 88 (06/05/92)  129.51   (m)          424.9    (f) LEVELING    3  
 BT1457  NGVD 29 (12/04/92)  129.6    (m)          425.     (f) GPS OBS        
 BT1457
 BT1457.Superseded values are not recommended for survey control.
 BT1457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1457.See file dsdata.txt to determine how the superseded data were derived.
 BT1457
 BT1457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV2157588671(NAD 83)
 BT1457_MARKER: I = METAL ROD
 BT1457_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1457_SP_SET: STAINLESS STEEL ROD
 BT1457_STAMPING: E 457 1981
 BT1457_MARK LOGO: NGS   
 BT1457_PROJECTION: FLUSH
 BT1457_MAGNETIC: I = MARKER IS A STEEL ROD
 BT1457_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1457_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT1457+SATELLITE: SATELLITE OBSERVATIONS - June 28, 1991
 BT1457_ROD/PIPE-DEPTH: 15.8 meters
 BT1457
 BT1457  HISTORY     - Date     Condition        Report By
 BT1457  HISTORY     - 1981     MONUMENTED       NGS
 BT1457  HISTORY     - 19910628 GOOD             ALHD
 BT1457
 BT1457                          STATION DESCRIPTION
 BT1457
 BT1457'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1457'10.7 KM (6.65 MI) NW FROM OZARK.
 BT1457'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 BT1457'10.7 KILOMETERS (6.65 MILES) NORTHWEST ALONG US HIGHWAY 231 FROM
 BT1457'THE JUNCTION OF STATE HIGHWAY 249 IN OZARK TO THE MARK ON THE LEFT,
 BT1457'19.51 METERS (64.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE
 BT1457'SOUTHBOUND LANE OF THE HIGHWAY, 0.82 METER (2.7 FEET) SOUTHEAST OF A
 BT1457'UTILITY POLE, 0.86 METER (2.8 FEET) NORTHEAST OF A FENCE LINE.
 BT1457'THE MARK IS 0.58 METERS  NW FROM A WITNESS POST.
 BT1457
 BT1457                          STATION RECOVERY (1991)
 BT1457
 BT1457'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BT1457'THE STATION IS LOCATED IN DALE COUNTY ON THE SOUTHWEST RIGHT OF WAY OF
 BT1457'U.S. 231, ABOUT 5.05 MI (8.13 KM) SOUTH OF ARITON AND ABOUT 6.60 MI
 BT1457'(10.62 KM) NORTHWEST OF OZARK.
 BT1457'TO REACH THE STATION FROM THE JUNCTION OF U.S. 231 AND ALA 249 (MILE
 BT1457'POST 43.95 ON U.S. 231) IN OZARK, DRIVE NORTH ON U.S. 231 FOR 6.60 MI
 BT1457'(10.62 KM) TO MILE POST 50.55 AND THE STATION ON THE LEFT.
 BT1457'THE STATION IS 2.3 FT (0.7 M) SOUTHEAST OF A POWER POLE, 2.9 FT
 BT1457'(0.9 M) NORTHEAST OF A HOG WIRE FENCE WITH ONE STRAND OF BARBED WIRE
 BT1457'ON TREATED WOOD POSTS, 64.0 FT (19.5 M) SOUTHWEST OF THE CENTERLINE
 BT1457'OF THE SOUTH BOUND LANES OF U.S. 231, 1.8 FT (0.5 M) NORTHWEST OF A
 BT1457'METAL WITNESS POST, SET 10 CM UNDERGROUND WITH AN ALUMINUM COLLAR AND
 BT1457'COVER.
 BT1457'STATION 23-10 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2346 ***********************************************************************
 DH2346  DESIGNATION -  E 458
 DH2346  PID         -  DH2346
 DH2346  STATE/COUNTY-  AL/SHELBY
 DH2346  USGS QUAD   -  HELENA (1988)
 DH2346
 DH2346                         *CURRENT SURVEY CONTROL
 DH2346  ___________________________________________________________________
 DH2346* NAD 83(1986)-  33 17 30.     (N)    086 52 08.     (W)     SCALED    
 DH2346* NAVD 88     -       146.410  (meters)     480.35   (feet)  ADJUSTED  
 DH2346  ___________________________________________________________________
 DH2346  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2346  DYNAMIC HT  -         146.249 (meters)     479.82  (feet)  COMP
 DH2346  MODELED GRAV-     979,532.2   (mgal)                       NAVD 88
 DH2346
 DH2346  VERT ORDER  -  FIRST     CLASS II
 DH2346
 DH2346.The horizontal coordinates were scaled from a topographic map and have
 DH2346.an estimated accuracy of +/- 6 seconds.
 DH2346
 DH2346.The orthometric height was determined by differential leveling
 DH2346.and adjusted by the National Geodetic Survey in June 1991..
 DH2346
 DH2346.The geoid height was determined by GEOID03.
 DH2346
 DH2346.The dynamic height is computed by dividing the NAVD 88
 DH2346.geopotential number by the normal gravity value computed on the
 DH2346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2346.degrees latitude (g = 980.6199 gals.).
 DH2346
 DH2346.The modeled gravity was interpolated from observed gravity values.
 DH2346
 DH2346;                    North         East    Units  Estimated Accuracy
 DH2346;SPC AL W     -   365,140.      658,780.      MT  (+/- 180 meters Scaled)
 DH2346
 DH2346                          SUPERSEDED SURVEY CONTROL
 DH2346
 DH2346.No superseded survey control is available for this station.
 DH2346
 DH2346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB122836(NAD 83)
 DH2346_MARKER: I = METAL ROD
 DH2346_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2346+WITH SETTING: INFORMATION.
 DH2346_SP_SET: SHALLOW SET METAL ROD
 DH2346_STAMPING: E 458 1981
 DH2346_MARK LOGO: NGS   
 DH2346_PROJECTION: FLUSH
 DH2346_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2346_ROD/PIPE-DEPTH: 2.4  meters
 DH2346
 DH2346  HISTORY     - Date     Condition        Report By
 DH2346  HISTORY     - 1981     MONUMENTED       NGS
 DH2346
 DH2346                          STATION DESCRIPTION
 DH2346
 DH2346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DH2346'5.55 KM (3.45 MI) EAST FROM GENERY.
 DH2346'5.55 KILOMETERS (3.45 MILES) EAST ALONG COUNTY ROAD 52 FROM THE
 DH2346'JUNCTION OF COUNTY ROAD 2 IN GENERY, TO A PIPE LINE CROSSING AND THE
 DH2346'MARK ON THE RIGHT, ALSO 1.3 KILOMETERS (0.80 MILE) SOUTH ALONG STATE
 DH2346'HIGHWAY 261 FROM THE POST OFFICE IN HELENA, THENCE 2.3 KILOMETERS
 DH2346'(1.45 MILES) NORTHWEST ALONG COUNTY ROAD 52, 17.99 METERS (59.0 FEET)
 DH2346'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 9.76 METERS (32.0 FEET)
 DH2346'SOUTH OF A 1.5-INCH VENT PIPE OF A GAS LINE, 0.55 METER (1.8 FEET)
 DH2346'NORTHEAST OF A UTILITY POLE.
 DH2346'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, DRIVEN TO REFUSAL
 DH2346'AND EMBEDDED AT 2.4 METERS.
 DH2346'THE MARK IS 0.58 METERS  SW FROM A WITNESS POST.
 DH2346'THE MARK IS 0.5 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2319 ***********************************************************************
 DH2319  DESIGNATION -  E 459
 DH2319  PID         -  DH2319
 DH2319  STATE/COUNTY-  AL/BIBB
 DH2319  USGS QUAD   -  ALDRICH (1979)
 DH2319
 DH2319                         *CURRENT SURVEY CONTROL
 DH2319  ___________________________________________________________________
 DH2319* NAD 83(1986)-  33 01 43.     (N)    086 54 52.     (W)     SCALED    
 DH2319* NAVD 88     -       125.305  (meters)     411.10   (feet)  ADJUSTED  
 DH2319  ___________________________________________________________________
 DH2319  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DH2319  DYNAMIC HT  -         125.164 (meters)     410.64  (feet)  COMP
 DH2319  MODELED GRAV-     979,504.3   (mgal)                       NAVD 88
 DH2319
 DH2319  VERT ORDER  -  FIRST     CLASS II
 DH2319
 DH2319.The horizontal coordinates were scaled from a topographic map and have
 DH2319.an estimated accuracy of +/- 6 seconds.
 DH2319
 DH2319.The orthometric height was determined by differential leveling
 DH2319.and adjusted by the National Geodetic Survey in June 1991..
 DH2319
 DH2319.The geoid height was determined by GEOID03.
 DH2319
 DH2319.The dynamic height is computed by dividing the NAVD 88
 DH2319.geopotential number by the normal gravity value computed on the
 DH2319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2319.degrees latitude (g = 980.6199 gals.).
 DH2319
 DH2319.The modeled gravity was interpolated from observed gravity values.
 DH2319
 DH2319;                    North         East    Units  Estimated Accuracy
 DH2319;SPC AL W     -   335,940.      654,700.      MT  (+/- 180 meters Scaled)
 DH2319
 DH2319                          SUPERSEDED SURVEY CONTROL
 DH2319
 DH2319.No superseded survey control is available for this station.
 DH2319
 DH2319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB079544(NAD 83)
 DH2319_MARKER: I = METAL ROD
 DH2319_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2319_SP_SET: STAINLESS STEEL ROD
 DH2319_STAMPING: E 459 1981
 DH2319_MARK LOGO: NGS   
 DH2319_PROJECTION: FLUSH
 DH2319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2319_ROD/PIPE-DEPTH: 11.4 meters
 DH2319
 DH2319  HISTORY     - Date     Condition        Report By
 DH2319  HISTORY     - 1981     MONUMENTED       NGS
 DH2319
 DH2319                          STATION DESCRIPTION
 DH2319
 DH2319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DH2319'14.7 KM (9.15 MI) NORTH FROM RANDOLPH.
 DH2319'14.7 KILOMETERS (9.15 MILES) NORTH ALONG STATE HIGHWAY 139 FROM
 DH2319'THE JUNCTION OF COUNTY ROAD 36 IN RANDOLPH TO THE MARK ON THE LEFT,
 DH2319'13.72 METERS (45.0 FEET) WEST OF THE CENTERLINE OF THE HIGHWAY,
 DH2319'3.57 METERS (11.7 FEET) EAST OF A FENCE LINE, 0.82 METER (2.7
 DH2319'FEET) NORTH OF UTILITY POLE NUMBER 23.
 DH2319'THE MARK IS 0.55 METERS  S FROM A WITNESS POST.
 DH2319'THE MARK IS 1.5 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0169 ***********************************************************************
 EG0169  DESIGNATION -  E 46
 EG0169  PID         -  EG0169
 EG0169  STATE/COUNTY-  AL/FRANKLIN
 EG0169  USGS QUAD   -  VINA (1976)
 EG0169
 EG0169                         *CURRENT SURVEY CONTROL
 EG0169  ___________________________________________________________________
 EG0169* NAD 83(1986)-  34 22 06.     (N)    088 01 18.     (W)     SCALED    
 EG0169* NAVD 88     -       214.813  (meters)     704.77   (feet)  ADJUSTED  
 EG0169  ___________________________________________________________________
 EG0169  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EG0169  DYNAMIC HT  -         214.595 (meters)     704.05  (feet)  COMP
 EG0169  MODELED GRAV-     979,619.3   (mgal)                       NAVD 88
 EG0169
 EG0169  VERT ORDER  -  SECOND    CLASS 0
 EG0169
 EG0169.The horizontal coordinates were scaled from a topographic map and have
 EG0169.an estimated accuracy of +/- 6 seconds.
 EG0169
 EG0169.The orthometric height was determined by differential leveling
 EG0169.and adjusted by the National Geodetic Survey in June 1991..
 EG0169
 EG0169.The geoid height was determined by GEOID03.
 EG0169
 EG0169.The dynamic height is computed by dividing the NAVD 88
 EG0169.geopotential number by the normal gravity value computed on the
 EG0169.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0169.degrees latitude (g = 980.6199 gals.).
 EG0169
 EG0169.The modeled gravity was interpolated from observed gravity values.
 EG0169
 EG0169;                    North         East    Units  Estimated Accuracy
 EG0169;SPC AL W     -   484,500.      552,020.      MT  (+/- 180 meters Scaled)
 EG0169
 EG0169                          SUPERSEDED SURVEY CONTROL
 EG0169
 EG0169  NGVD 29 (??/??/92)  214.761  (m)          704.60   (f) ADJ UNCH    2 0
 EG0169
 EG0169.Superseded values are not recommended for survey control.
 EG0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0169.See file dsdata.txt to determine how the superseded data were derived.
 EG0169
 EG0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD060034(NAD 83)
 EG0169_MARKER: DB = BENCH MARK DISK
 EG0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0169_STAMPING: E 46 1934
 EG0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0169+STABILITY: SURFACE MOTION
 EG0169
 EG0169  HISTORY     - Date     Condition        Report By
 EG0169  HISTORY     - 1934     MONUMENTED       CGS
 EG0169  HISTORY     - 1950     GOOD             TVA
 EG0169
 EG0169                          STATION DESCRIPTION
 EG0169
 EG0169'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EG0169'1.4 MI NW FROM ATWOOD.
 EG0169'1.4 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 EG0169'STATION AT ATWOOD, FRANKLIN COUNTY, 97 FEET SOUTH OF THE SEVENTH POLE
 EG0169'EAST OF A PRIVATE-ROAD CROSSING, ON THE INSIDE OF A CURVE, 125 FEET
 EG0169'EAST OF A FENCE CORNER, 43.5 FEET SOUTH OF THE SOUTH RAIL, 2 FEET
 EG0169'NORTH OF THE RIGHT-OF-WAY FENCE, 1 FOOT NORTH OF A WHITE WOODEN
 EG0169'WITNESS POST, AND 2 FEET NORTH OF A T.V.A. STEEL POST WITH A
 EG0169'CONTROL-MARKER SIGN.  A STANDARD DISK, STAMPED E 46 1934 AND SET IN
 EG0169'THE TOP OF A CONCRETE POST.  NOTE-- THIS MARK CAN BE REACHED FROM 1.5
 EG0169'MILES SOUTHEAST OF VINA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2897 ***********************************************************************
 CN2897  DESIGNATION -  E 460
 CN2897  PID         -  CN2897
 CN2897  STATE/COUNTY-  AL/DALLAS
 CN2897  USGS QUAD   -  JONES (1982)
 CN2897
 CN2897                         *CURRENT SURVEY CONTROL
 CN2897  ___________________________________________________________________
 CN2897* NAD 83(1986)-  32 37 08.     (N)    086 55 26.     (W)     SCALED    
 CN2897* NAVD 88     -       116.148  (meters)     381.06   (feet)  ADJUSTED  
 CN2897  ___________________________________________________________________
 CN2897  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CN2897  DYNAMIC HT  -         116.014 (meters)     380.62  (feet)  COMP
 CN2897  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 CN2897
 CN2897  VERT ORDER  -  FIRST     CLASS II
 CN2897
 CN2897.The horizontal coordinates were scaled from a topographic map and have
 CN2897.an estimated accuracy of +/- 6 seconds.
 CN2897
 CN2897.The orthometric height was determined by differential leveling
 CN2897.and adjusted by the National Geodetic Survey in June 1991..
 CN2897
 CN2897.The geoid height was determined by GEOID03.
 CN2897
 CN2897.The dynamic height is computed by dividing the NAVD 88
 CN2897.geopotential number by the normal gravity value computed on the
 CN2897.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2897.degrees latitude (g = 980.6199 gals.).
 CN2897
 CN2897.The modeled gravity was interpolated from observed gravity values.
 CN2897
 CN2897;                    North         East    Units  Estimated Accuracy
 CN2897;SPC AL W     -   290,500.      654,070.      MT  (+/- 180 meters Scaled)
 CN2897
 CN2897                          SUPERSEDED SURVEY CONTROL
 CN2897
 CN2897.No superseded survey control is available for this station.
 CN2897
 CN2897_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB071090(NAD 83)
 CN2897_MARKER: I = METAL ROD
 CN2897_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CN2897_SP_SET: STAINLESS STEEL ROD
 CN2897_STAMPING: E 460 1981
 CN2897_MARK LOGO: NGS   
 CN2897_PROJECTION: FLUSH
 CN2897_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2897_ROD/PIPE-DEPTH: 3.8  meters
 CN2897
 CN2897  HISTORY     - Date     Condition        Report By
 CN2897  HISTORY     - 1981     MONUMENTED       NGS
 CN2897
 CN2897                          STATION DESCRIPTION
 CN2897
 CN2897'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2897'5.38 KM (3.35 MI) SSW FROM PLANTERSVILLE.
 CN2897'5.38 KILOMETERS (3.35 MILES) SOUTH-SOUTHWEST ALONG COUNTY ROAD
 CN2897'63 (OLD U.S. HIGHWAY 22) FROM THE PLANTERSVILLE BAPTIST CHURCH
 CN2897'IN PLANTERSVILLE TO THE MARK ON THE LEFT, THE MARK IS ON THE SOUTH
 CN2897'SIDE OF THE COUNTY ROAD RIGHT AWAY BETWEEN TWO CURVES THAT TANGENT
 CN2897'NORTHEAST AND SOUTHWEST AND DIRECTLY SOUTH OF A ROAD SIGN WITH
 CN2897'A SYMBOL FOR THE CURVE AND READS 40 MILES PER HOUR, THE MARK IS ALSO
 CN2897'SET BETWEEN TWO N.G.S. WITNESS POSTS, 9.75 METERS (32 FEET)
 CN2897'SOUTH OF THE CENTER LINE OF THE HIGHWAY, 4.33 METERS (14.2 FEET)
 CN2897'SOUTH OF THE HIGHWAY SIGN.
 CN2897'THE MARK IS 0.3 METERS  W FROM A WITNESS POST.
 CN2897'THE MARK IS 1.2 M BELOW ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0874 ***********************************************************************
 EF0874  DESIGNATION -  E 47
 EF0874  PID         -  EF0874
 EF0874  STATE/COUNTY-  AL/WINSTON
 EF0874  USGS QUAD   -  DOUBLE SPRINGS (1969)
 EF0874
 EF0874                         *CURRENT SURVEY CONTROL
 EF0874  ___________________________________________________________________
 EF0874* NAD 83(1986)-  34 08 47.     (N)    087 24 08.     (W)     SCALED    
 EF0874* NAVD 88     -       252.058  (meters)     826.96   (feet)  ADJUSTED  
 EF0874  ___________________________________________________________________
 EF0874  GEOID HEIGHT-         -26.69  (meters)                     GEOID03
 EF0874  DYNAMIC HT  -         251.809 (meters)     826.14  (feet)  COMP
 EF0874  MODELED GRAV-     979,637.8   (mgal)                       NAVD 88
 EF0874
 EF0874  VERT ORDER  -  SECOND    CLASS 0
 EF0874
 EF0874.The horizontal coordinates were scaled from a topographic map and have
 EF0874.an estimated accuracy of +/- 6 seconds.
 EF0874
 EF0874.The orthometric height was determined by differential leveling
 EF0874.and adjusted by the National Geodetic Survey in June 1991..
 EF0874
 EF0874.The geoid height was determined by GEOID03.
 EF0874
 EF0874.The dynamic height is computed by dividing the NAVD 88
 EF0874.geopotential number by the normal gravity value computed on the
 EF0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0874.degrees latitude (g = 980.6199 gals.).
 EF0874
 EF0874.The modeled gravity was interpolated from observed gravity values.
 EF0874
 EF0874;                    North         East    Units  Estimated Accuracy
 EF0874;SPC AL W     -   459,760.      609,020.      MT  (+/- 180 meters Scaled)
 EF0874
 EF0874                          SUPERSEDED SURVEY CONTROL
 EF0874
 EF0874  NGVD 29 (??/??/92)  252.024  (m)          826.85   (f) ADJ UNCH    2 0
 EF0874
 EF0874.Superseded values are not recommended for survey control.
 EF0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0874.See file dsdata.txt to determine how the superseded data were derived.
 EF0874
 EF0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC629784(NAD 83)
 EF0874_MARKER: DB = BENCH MARK DISK
 EF0874_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EF0874_SP_SET: RETAINING WALL
 EF0874_STAMPING: E 47 1934
 EF0874_MARK LOGO: CGS   
 EF0874_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0874+STABILITY: SURFACE MOTION
 EF0874_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0874+SATELLITE: SATELLITE OBSERVATIONS - March 22, 2004
 EF0874
 EF0874  HISTORY     - Date     Condition        Report By
 EF0874  HISTORY     - 1934     MONUMENTED       CGS
 EF0874  HISTORY     - 1986     GOOD             USPSQD
 EF0874  HISTORY     - 19891026 GOOD             ALHD
 EF0874  HISTORY     - 20040322 GOOD             ALHD
 EF0874
 EF0874                          STATION DESCRIPTION
 EF0874
 EF0874'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0874'IN DOUBLE SPRINGS.
 EF0874'AT DOUBLE SPRINGS, WINSTON COUNTY, AT THE COUNTY COURTHOUSE, AT THE
 EF0874'WEST END OF THE SOUTH ENTRANCE STEPS, IN THE TOP OF THE CONCRETE
 EF0874'RETAINING WALL, AND 4 FEET ABOVE THE LOWER STEP.  A STANDARD DISK,
 EF0874'STAMPED E 47 1934.
 EF0874
 EF0874                          STATION RECOVERY (1986)
 EF0874
 EF0874'RECOVERY NOTE BY US POWER SQUADRON 1986 (DTH)
 EF0874'RECOVERED IN GOOD CONDITION.
 EF0874
 EF0874                          STATION RECOVERY (1989)
 EF0874
 EF0874'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF0874'RECOVERED IN GOOD CONDITION.
 EF0874
 EF0874                          STATION RECOVERY (2004)
 EF0874
 EF0874'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF0874'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1223 ***********************************************************************
 EF1223  DESIGNATION -  E 471
 EF1223  PID         -  EF1223
 EF1223  STATE/COUNTY-  AL/MORGAN
 EF1223  USGS QUAD   -  DECATUR (1982)
 EF1223
 EF1223                         *CURRENT SURVEY CONTROL
 EF1223  ___________________________________________________________________
 EF1223* NAD 83(1986)-  34 35 16.     (N)    086 58 50.     (W)     SCALED    
 EF1223* NAVD 88     -       175.810  (meters)     576.80   (feet)  ADJUSTED  
 EF1223  ___________________________________________________________________
 EF1223  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 EF1223  DYNAMIC HT  -         175.640 (meters)     576.25  (feet)  COMP
 EF1223  MODELED GRAV-     979,661.9   (mgal)                       NAVD 88
 EF1223
 EF1223  VERT ORDER  -  FIRST     CLASS II
 EF1223
 EF1223.The horizontal coordinates were scaled from a topographic map and have
 EF1223.an estimated accuracy of +/- 6 seconds.
 EF1223
 EF1223.The orthometric height was determined by differential leveling
 EF1223.and adjusted by the National Geodetic Survey in June 1991..
 EF1223
 EF1223.The geoid height was determined by GEOID03.
 EF1223
 EF1223.The dynamic height is computed by dividing the NAVD 88
 EF1223.geopotential number by the normal gravity value computed on the
 EF1223.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1223.degrees latitude (g = 980.6199 gals.).
 EF1223
 EF1223.The modeled gravity was interpolated from observed gravity values.
 EF1223
 EF1223;                    North         East    Units  Estimated Accuracy
 EF1223;SPC AL W     -   508,840.      647,650.      MT  (+/- 180 meters Scaled)
 EF1223
 EF1223                          SUPERSEDED SURVEY CONTROL
 EF1223
 EF1223.No superseded survey control is available for this station.
 EF1223
 EF1223_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED017273(NAD 83)
 EF1223_MARKER: I = METAL ROD
 EF1223_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1223_SP_SET: STAINLESS STEEL ROD
 EF1223_STAMPING: E 471 1982
 EF1223_MARK LOGO: NGS   
 EF1223_PROJECTION: RECESSED 3 CENTIMETERS
 EF1223_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1223_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1223+SATELLITE: SATELLITE OBSERVATIONS - August 07, 2005
 EF1223_ROD/PIPE-DEPTH: 4.8  meters
 EF1223
 EF1223  HISTORY     - Date     Condition        Report By
 EF1223  HISTORY     - 1982     MONUMENTED       NGS
 EF1223  HISTORY     - 20050807 GOOD             GEOCAC
 EF1223
 EF1223                          STATION DESCRIPTION
 EF1223
 EF1223'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1223'IN DECATUR.
 EF1223'IN DECATUR, 2.5 KM (1.55 MI) SOUTH ALONG 6TH AVENUE (U.S. HIGHWAY 31)
 EF1223'FROM THE JUNCTION OF U.S. ALTERNATE 72 AND STATE HIGHWAY 20 AT THE
 EF1223'SOUTH END OF THE BRIDGE CROSSING THE TENNESSEE RIVER IN DECATUR, AT
 EF1223'THE SOUTH END OF THE NINTH STREET UNITED METHODIST CHURCH SIGN,
 EF1223'LOCATED AT THE JUNCTION OF 6TH AVENUE SE AND NINTH STREET SE,
 EF1223'6.7 METERS (22.0 FT) WEST OF THE WEST CURB OF 6TH AVENUE SE,
 EF1223'6.0 METERS (20.0 FT) NORTH OF THE NORTH CURB OF 9TH STREET SE,
 EF1223'6.5 METERS (21.5 FT) EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 EF1223'CHURCH, 9.4 METERS (31.0 FT) SOUTH OF THE EXTENDED CENTER OF 6 DOORS
 EF1223'AT THE MAIN ENTRANCE TO THE CHURCH, AND 0.9 METER (3.0 FT) SOUTH OF
 EF1223'THE SOUTH END OF THE CHURCH SIGN.
 EF1223'THE MARK IS 0.3 M ABOVE STREETS.
 EF1223
 EF1223                          STATION RECOVERY (2005)
 EF1223
 EF1223'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1223'CHURCH SIGN HAS BEEN RELOCATED AND DOES NOT EXIST WITHIN NINE FEET AS
 EF1223'THE DESCRIPTION INDICATES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1246 ***********************************************************************
 EF1246  DESIGNATION -  E 472
 EF1246  PID         -  EF1246
 EF1246  STATE/COUNTY-  AL/CULLMAN
 EF1246  USGS QUAD   -  EVA (1975)
 EF1246
 EF1246                         *CURRENT SURVEY CONTROL
 EF1246  ___________________________________________________________________
 EF1246* NAD 83(1986)-  34 15 14.     (N)    086 52 26.     (W)     SCALED    
 EF1246* NAVD 88     -       294.949  (meters)     967.68   (feet)  ADJUSTED  
 EF1246  ___________________________________________________________________
 EF1246  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 EF1246  DYNAMIC HT  -         294.643 (meters)     966.67  (feet)  COMP
 EF1246  MODELED GRAV-     979,587.8   (mgal)                       NAVD 88
 EF1246
 EF1246  VERT ORDER  -  FIRST     CLASS II
 EF1246
 EF1246.The horizontal coordinates were scaled from a topographic map and have
 EF1246.an estimated accuracy of +/- 6 seconds.
 EF1246
 EF1246.The orthometric height was determined by differential leveling
 EF1246.and adjusted by the National Geodetic Survey in June 1991..
 EF1246
 EF1246.The geoid height was determined by GEOID03.
 EF1246
 EF1246.The dynamic height is computed by dividing the NAVD 88
 EF1246.geopotential number by the normal gravity value computed on the
 EF1246.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1246.degrees latitude (g = 980.6199 gals.).
 EF1246
 EF1246.The modeled gravity was interpolated from observed gravity values.
 EF1246
 EF1246;                    North         East    Units  Estimated Accuracy
 EF1246;SPC AL W     -   471,860.      657,670.      MT  (+/- 180 meters Scaled)
 EF1246
 EF1246                          SUPERSEDED SURVEY CONTROL
 EF1246
 EF1246.No superseded survey control is available for this station.
 EF1246
 EF1246_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC116903(NAD 83)
 EF1246_MARKER: I = METAL ROD
 EF1246_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 EF1246+WITH SETTING: INFORMATION.
 EF1246_SP_SET: SHALLOW SET METAL ROD
 EF1246_STAMPING: E 472 1982
 EF1246_MARK LOGO: NGS   
 EF1246_PROJECTION: FLUSH
 EF1246_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1246_ROD/PIPE-DEPTH: 1.8  meters
 EF1246
 EF1246  HISTORY     - Date     Condition        Report By
 EF1246  HISTORY     - 1982     MONUMENTED       NGS
 EF1246
 EF1246                          STATION DESCRIPTION
 EF1246
 EF1246'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1246'9.7 KM (6.05 MI) NORTH FROM CULLMAN.
 EF1246'9.7 KM (6.05 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE CULLMAN COUNTY
 EF1246'COURTHOUSE, SET BY A FOUR FOOT HIGH CHAIN LINK FENCE, 38.7 METERS
 EF1246'(127.0 FT) NORTHEAST OF THE CENTERLINE OF THE HIGHWAY, 15.2 METERS
 EF1246'(50.0 FT) SOUTH-SOUTHEAST OF A PRIVATE DRIVE LEADING EAST, 0.7 METER
 EF1246'(2.5 FT) WEST OF THE FENCE LINE WHICH IS 2.1 METERS (7.0 FT) SOUTH OF
 EF1246'THE NORTHWEST CORNER POST, AND 26.5 METERS (87.0 FT) EAST OF THE TOP
 EF1246'CENTER OF THE EAST END OF A CONCRETE CULVERT UNDER THE HIGHWAY (SLOPE
 EF1246'MEASUREMENT).  NOTE, THE ROD WAS ANCHORED IN ROCK.
 EF1246'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 EF1246'THE MARK IS 0.9 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2393 ***********************************************************************
 DH2393  DESIGNATION -  E 473
 DH2393  PID         -  DH2393
 DH2393  STATE/COUNTY-  AL/BLOUNT
 DH2393  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH2393
 DH2393                         *CURRENT SURVEY CONTROL
 DH2393  ___________________________________________________________________
 DH2393* NAD 83(1986)-  33 54 14.     (N)    086 50 01.     (W)     SCALED    
 DH2393* NAVD 88     -       141.989  (meters)     465.84   (feet)  ADJUSTED  
 DH2393  ___________________________________________________________________
 DH2393  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DH2393  DYNAMIC HT  -         141.840 (meters)     465.35  (feet)  COMP
 DH2393  MODELED GRAV-     979,584.8   (mgal)                       NAVD 88
 DH2393
 DH2393  VERT ORDER  -  FIRST     CLASS II
 DH2393
 DH2393.The horizontal coordinates were scaled from a topographic map and have
 DH2393.an estimated accuracy of +/- 6 seconds.
 DH2393
 DH2393.The orthometric height was determined by differential leveling
 DH2393.and adjusted by the National Geodetic Survey in June 1991..
 DH2393
 DH2393.The geoid height was determined by GEOID03.
 DH2393
 DH2393.The dynamic height is computed by dividing the NAVD 88
 DH2393.geopotential number by the normal gravity value computed on the
 DH2393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2393.degrees latitude (g = 980.6199 gals.).
 DH2393
 DH2393.The modeled gravity was interpolated from observed gravity values.
 DH2393
 DH2393;                    North         East    Units  Estimated Accuracy
 DH2393;SPC AL W     -   433,060.      661,630.      MT  (+/- 180 meters Scaled)
 DH2393
 DH2393                          SUPERSEDED SURVEY CONTROL
 DH2393
 DH2393.No superseded survey control is available for this station.
 DH2393
 DH2393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC153515(NAD 83)
 DH2393_MARKER: DB = BENCH MARK DISK
 DH2393_SETTING: 66 = SET IN ROCK OUTCROP
 DH2393_SP_SET: ROCK OUTCROP
 DH2393_STAMPING: E 473 1982
 DH2393_MARK LOGO: NGS   
 DH2393_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2393+STABILITY: POSITION/ELEVATION WELL
 DH2393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2393+SATELLITE: SATELLITE OBSERVATIONS - June 03, 2006
 DH2393
 DH2393  HISTORY     - Date     Condition        Report By
 DH2393  HISTORY     - 1982     MONUMENTED       NGS
 DH2393  HISTORY     - 20060603 GOOD             GEOCAC
 DH2393
 DH2393                          STATION DESCRIPTION
 DH2393
 DH2393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2393'4.3 KM (2.65 MI) SW FROM BLOUNT SPRINGS.
 DH2393'4.3 KM (2.65 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE BLOUNT
 DH2393'SPRINGS BAPTIST CHURCH IN BLOUNT SPRINGS, SET IN A MASSIVE ROCK
 DH2393'OUTCROP FORMATION, 5.9 METERS (19.3 FT) SOUTHEAST OF THE CENTERLINE OF
 DH2393'THE HIGHWAY, 91.0 METERS (298.0 FT) EAST-NORTHEAST OF MILE MARKER 306,
 DH2393'AND 26.5 METERS (87.0 FT) EAST OF A LARGE PINE TREE IN A HIGHWAY
 DH2393'TURNOUT.
 DH2393'THE MARK IS 0.4 METERS  NE FROM A WITNESS POST.
 DH2393'THE MARK IS 0.6 M ABOVE HIGHWAY.
 DH2393
 DH2393                          STATION RECOVERY (2006)
 DH2393
 DH2393'RECOVERY NOTE BY GEOCACHING 2006
 DH2393'NO WITNESS POST EXISTS. MARK WAS COVERED BY BERM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1270 ***********************************************************************
 EF1270  DESIGNATION -  E 474
 EF1270  PID         -  EF1270
 EF1270  STATE/COUNTY-  AL/LIMESTONE
 EF1270  USGS QUAD   -  TANNER (1982)
 EF1270
 EF1270                         *CURRENT SURVEY CONTROL
 EF1270  ___________________________________________________________________
 EF1270* NAD 83(1986)-  34 37 42.     (N)    086 54 58.     (W)     SCALED    
 EF1270* NAVD 88     -       176.944  (meters)     580.52   (feet)  ADJUSTED  
 EF1270  ___________________________________________________________________
 EF1270  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 EF1270  DYNAMIC HT  -         176.773 (meters)     579.96  (feet)  COMP
 EF1270  MODELED GRAV-     979,665.0   (mgal)                       NAVD 88
 EF1270
 EF1270  VERT ORDER  -  FIRST     CLASS II
 EF1270
 EF1270.The horizontal coordinates were scaled from a topographic map and have
 EF1270.an estimated accuracy of +/- 6 seconds.
 EF1270
 EF1270.The orthometric height was determined by differential leveling
 EF1270.and adjusted by the National Geodetic Survey in June 1991..
 EF1270
 EF1270.The geoid height was determined by GEOID03.
 EF1270
 EF1270.The dynamic height is computed by dividing the NAVD 88
 EF1270.geopotential number by the normal gravity value computed on the
 EF1270.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1270.degrees latitude (g = 980.6199 gals.).
 EF1270
 EF1270.The modeled gravity was interpolated from observed gravity values.
 EF1270
 EF1270;                    North         East    Units  Estimated Accuracy
 EF1270;SPC AL W     -   513,370.      653,540.      MT  (+/- 180 meters Scaled)
 EF1270
 EF1270                          SUPERSEDED SURVEY CONTROL
 EF1270
 EF1270.No superseded survey control is available for this station.
 EF1270
 EF1270_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED076318(NAD 83)
 EF1270_MARKER: I = METAL ROD
 EF1270_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1270_SP_SET: STAINLESS STEEL ROD
 EF1270_STAMPING: E 474 1982
 EF1270_MARK LOGO: NGS   
 EF1270_PROJECTION: FLUSH
 EF1270_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1270_ROD/PIPE-DEPTH: 7.3  meters
 EF1270
 EF1270  HISTORY     - Date     Condition        Report By
 EF1270  HISTORY     - 1982     MONUMENTED       NGS
 EF1270  HISTORY     - 20040329 MARK NOT FOUND   ALHD
 EF1270
 EF1270                          STATION DESCRIPTION
 EF1270
 EF1270'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1270'3.3 KM (2.05 MI) WEST FROM MOORESVILLE.
 EF1270'3.3 KM (2.05 MI) WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 EF1270'COUNTY ROAD 71 NORTH IN MOORESVILLE, SET AT A GRAVEL ROAD LEADING
 EF1270'NORTH, 16.15 METERS (53.0 FT) NORTH OF THE CENTERLINE OF THE TWO
 EF1270'WESTBOUND LANES OF THE HIGHWAY, 12.19 METERS (40.0 FT) WEST OF THE
 EF1270'CENTER OF A GRAVEL ROAD, 1.52 METERS (5.0 FT) EAST-SOUTHEAST OF THE
 EF1270'SOUTHEAST CORNER OF A TELEPHONE JUNCTION BOX, 5.79 METERS (19.0 FT)
 EF1270'WEST OF A POWERLINE POLE WITH A TRANSFORMER AND TWO GUY WIRES
 EF1270'ATTACHED.
 EF1270'THE MARK IS 0.9 METERS  SE FROM A WITNESS POST.
 EF1270'THE MARK IS 0.9 M ABOVE HIGHWAY.
 EF1270
 EF1270                          STATION RECOVERY (2004)
 EF1270
 EF1270'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1270'NOT RECOVERED - GRAVEL ROAD IS NOW PAVED WITH EXTENSIVE GRADING AROUND
 EF1270'INTERSECTION - CONSIDER MARK DESTROYED
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2410 ***********************************************************************
 DH2410  DESIGNATION -  E 474 X
 DH2410  PID         -  DH2410
 DH2410  STATE/COUNTY-  AL/JEFFERSON
 DH2410  USGS QUAD   -  GARDENDALE (1979)
 DH2410
 DH2410                         *CURRENT SURVEY CONTROL
 DH2410  ___________________________________________________________________
 DH2410* NAD 83(1986)-  33 43 32.     (N)    086 49 18.     (W)     SCALED    
 DH2410* NAVD 88     -       132.841  (meters)     435.83   (feet)  ADJUSTED  
 DH2410  ___________________________________________________________________
 DH2410  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DH2410  DYNAMIC HT  -         132.698 (meters)     435.36  (feet)  COMP
 DH2410  MODELED GRAV-     979,557.8   (mgal)                       NAVD 88
 DH2410
 DH2410  VERT ORDER  -  FIRST     CLASS II
 DH2410
 DH2410.The horizontal coordinates were scaled from a topographic map and have
 DH2410.an estimated accuracy of +/- 6 seconds.
 DH2410
 DH2410.The orthometric height was determined by differential leveling
 DH2410.and adjusted by the National Geodetic Survey in June 1991..
 DH2410
 DH2410.The geoid height was determined by GEOID03.
 DH2410
 DH2410.The dynamic height is computed by dividing the NAVD 88
 DH2410.geopotential number by the normal gravity value computed on the
 DH2410.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2410.degrees latitude (g = 980.6199 gals.).
 DH2410
 DH2410.The modeled gravity was interpolated from observed gravity values.
 DH2410
 DH2410;                    North         East    Units  Estimated Accuracy
 DH2410;SPC AL W     -   413,290.      662,870.      MT  (+/- 180 meters Scaled)
 DH2410
 DH2410                          SUPERSEDED SURVEY CONTROL
 DH2410
 DH2410.No superseded survey control is available for this station.
 DH2410
 DH2410_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC165317(NAD 83)
 DH2410_MARKER: I = METAL ROD
 DH2410_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2410_SP_SET: STAINLESS STEEL ROD
 DH2410_STAMPING: E 474 X 1982
 DH2410_MARK LOGO: NGS   
 DH2410_PROJECTION: FLUSH
 DH2410_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2410+STABILITY: POSITION/ELEVATION WELL
 DH2410_ROD/PIPE-DEPTH: 4.0  meters
 DH2410
 DH2410  HISTORY     - Date     Condition        Report By
 DH2410  HISTORY     - 1982     MONUMENTED       NGS
 DH2410
 DH2410                          STATION DESCRIPTION
 DH2410
 DH2410'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2410'5.3 KM (3.3 MI) SOUTH FROM KIMBERLY.
 DH2410'5.3 KM (3.3 MI) SOUTHERLY ALONG U.S. HIGHWAY 31 FROM THE CHURCH OF GOD
 DH2410'CHURCH IN KIMBERLY, 28.35 METERS (93.0 FT) EAST-SOUTHEAST OF THE
 DH2410'CENTERLINE OF U.S. HIGHWAY 31 NORTHBOUND, 14.84 METERS (48.7 FT)
 DH2410'EAST-SOUTHEAST OF THE SOUTHEAST EDGE OF A WINGWALL AT A LARGE CONCRETE
 DH2410'CULVERT, 13.72 METERS (45.0 FT) NORTHWEST OF THE WEST BANK OF A SMALL
 DH2410'STREAM, AND 0.79 METERS (2.6 FT) SOUTH-SOUTHWEST OF A POWERLINE POLE.
 DH2410'NOTE, THE DATUM POINT IS STAMPED E 474.
 DH2410'THE MARK IS 0.9 METERS  NNE FROM A WITNESS POST.
 DH2410'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1293 ***********************************************************************
 EF1293  DESIGNATION -  E 475
 EF1293  PID         -  EF1293
 EF1293  STATE/COUNTY-  AL/MADISON
 EF1293  USGS QUAD   -  MERIDIANVILLE (1982)
 EF1293
 EF1293                         *CURRENT SURVEY CONTROL
 EF1293  ___________________________________________________________________
 EF1293* NAD 83(1986)-  34 46 20.     (N)    086 31 18.     (W)     SCALED    
 EF1293* NAVD 88     -       216.810  (meters)     711.32   (feet)  ADJUSTED  
 EF1293  ___________________________________________________________________
 EF1293  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 EF1293  DYNAMIC HT  -         216.591 (meters)     710.60  (feet)  COMP
 EF1293  MODELED GRAV-     979,618.2   (mgal)                       NAVD 88
 EF1293
 EF1293  VERT ORDER  -  FIRST     CLASS II
 EF1293
 EF1293.The horizontal coordinates were scaled from a topographic map and have
 EF1293.an estimated accuracy of +/- 6 seconds.
 EF1293
 EF1293.The orthometric height was determined by differential leveling
 EF1293.and adjusted by the National Geodetic Survey in June 1991..
 EF1293
 EF1293.The geoid height was determined by GEOID03.
 EF1293
 EF1293.The dynamic height is computed by dividing the NAVD 88
 EF1293.geopotential number by the normal gravity value computed on the
 EF1293.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1293.degrees latitude (g = 980.6199 gals.).
 EF1293
 EF1293.The modeled gravity was interpolated from observed gravity values.
 EF1293
 EF1293;                    North         East    Units  Estimated Accuracy
 EF1293;SPC AL E     -   473,980.      136,990.      MT  (+/- 180 meters Scaled)
 EF1293
 EF1293                          SUPERSEDED SURVEY CONTROL
 EF1293
 EF1293.No superseded survey control is available for this station.
 EF1293
 EF1293_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED437478(NAD 83)
 EF1293_MARKER: I = METAL ROD
 EF1293_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1293_SP_SET: STAINLESS STEEL ROD
 EF1293_STAMPING: E 475 1982
 EF1293_MARK LOGO: NGS   
 EF1293_PROJECTION: FLUSH
 EF1293_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1293_ROD/PIPE-DEPTH: 1.8  meters
 EF1293
 EF1293  HISTORY     - Date     Condition        Report By
 EF1293  HISTORY     - 1982     MONUMENTED       NGS
 EF1293
 EF1293                          STATION DESCRIPTION
 EF1293
 EF1293'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1293'4.5 KM (2.8 MI) EAST FROM HUNTSVILLE.
 EF1293'4.5 KM (2.8 MI) NORTHEAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EF1293'ANDREW JACKSON WAY IN HUNTSVILLE, SET AT A METAL GATE, 11.28 METERS
 EF1293'(37.0 FT) SOUTH OF THE CENTERLINE OF THE TWO EASTBOUND LANES OF THE
 EF1293'HIGHWAY, 29.50 METERS (96.8 FT) EAST-SOUTHEAST OF A POWERLINE POLE,
 EF1293'5.52 METERS (18.1 FT) WEST OF THE CENTER OF A FIELD ROAD, 5.52 METERS
 EF1293'(18.1 FT) WEST OF THE CENTER OF A METAL GATE, AND 0.49 METERS (1.6 FT)
 EF1293'NORTH OF A FENCE.  NOTE, THE ROD WAS DRIVEN TO REFUSAL.
 EF1293'THE MARK IS 0.4 METERS  N FROM A WITNESS POST.
 EF1293'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1318 ***********************************************************************
 EF1318  DESIGNATION -  E 476
 EF1318  PID         -  EF1318
 EF1318  STATE/COUNTY-  AL/JACKSON
 EF1318  USGS QUAD   -  LIM ROCK (1973)
 EF1318
 EF1318                         *CURRENT SURVEY CONTROL
 EF1318  ___________________________________________________________________
 EF1318* NAD 83(1986)-  34 40 21.     (N)    086 11 25.     (W)     SCALED    
 EF1318* NAVD 88     -       193.084  (meters)     633.48   (feet)  ADJUSTED  
 EF1318  ___________________________________________________________________
 EF1318  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EF1318  DYNAMIC HT  -         192.889 (meters)     632.84  (feet)  COMP
 EF1318  MODELED GRAV-     979,621.3   (mgal)                       NAVD 88
 EF1318
 EF1318  VERT ORDER  -  FIRST     CLASS II
 EF1318
 EF1318.The horizontal coordinates were scaled from a topographic map and have
 EF1318.an estimated accuracy of +/- 6 seconds.
 EF1318
 EF1318.The orthometric height was determined by differential leveling
 EF1318.and adjusted by the National Geodetic Survey in June 1991..
 EF1318
 EF1318.The geoid height was determined by GEOID03.
 EF1318
 EF1318.The dynamic height is computed by dividing the NAVD 88
 EF1318.geopotential number by the normal gravity value computed on the
 EF1318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1318.degrees latitude (g = 980.6199 gals.).
 EF1318
 EF1318.The modeled gravity was interpolated from observed gravity values.
 EF1318
 EF1318;                    North         East    Units  Estimated Accuracy
 EF1318;SPC AL E     -   462,760.      167,290.      MT  (+/- 180 meters Scaled)
 EF1318
 EF1318                          SUPERSEDED SURVEY CONTROL
 EF1318
 EF1318.No superseded survey control is available for this station.
 EF1318
 EF1318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED741370(NAD 83)
 EF1318_MARKER: DB = BENCH MARK DISK
 EF1318_SETTING: 66 = SET IN ROCK OUTCROP
 EF1318_SP_SET: ROCK OUTCROP
 EF1318_STAMPING: E 476 1983
 EF1318_MARK LOGO: NGS   
 EF1318_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1318+STABILITY: POSITION/ELEVATION WELL
 EF1318
 EF1318  HISTORY     - Date     Condition        Report By
 EF1318  HISTORY     - 1983     MONUMENTED       NGS
 EF1318
 EF1318                          STATION DESCRIPTION
 EF1318
 EF1318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1318'9.7 KM (6.0 MI) EAST FROM WOODVILLE.
 EF1318'9.7 KM (6.0 MI) EASTERLY ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 EF1318'IN WOODVILLE, AT THE SMALL COMMUNITY OF LIM ROCK, SET IN BEDROCK, ALSO
 EF1318'0.3 KM (0.2 MI) WESTERLY ALONG STATE HIGHWAY 35 FROM THE JUNCTION OF
 EF1318'JACKSON COUNTY ROAD 11 LEADING SOUTH, 8.11 METERS (26.6 FT)
 EF1318'NORTH-NORTHEAST OF THE CENTERLINE OF STATE HIGHWAY 35, 89.61 METERS
 EF1318'(294.0 FT) EAST OF THE CENTER OF A PRIVATE DRIVE LEADING SOUTH,
 EF1318'63.09 METERS (207.0 FT) WEST OF THE SOUTHWEST CORNER OF A SMALL
 EF1318'CINDER BLOCK BUILDING, 23.16 METERS (76.0 FT) SOUTH OF THE SOUTH RAIL
 EF1318'OF THE RAILROAD TRACKS, AND 8.99 METERS (29.5 FT) WEST-SOUTHWEST OF A
 EF1318'TELEPHONE CABLE POLE.
 EF1318'THE MARK IS 2.3 METERS  ESE FROM A WITNESS POST.
 EF1318'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1335 ***********************************************************************
 EF1335  DESIGNATION -  E 477
 EF1335  PID         -  EF1335
 EF1335  STATE/COUNTY-  AL/MORGAN
 EF1335  USGS QUAD   -  TRINITY (1974)
 EF1335
 EF1335                         *CURRENT SURVEY CONTROL
 EF1335  ___________________________________________________________________
 EF1335* NAD 83(1986)-  34 37 12.     (N)    087 04 09.     (W)     SCALED    
 EF1335* NAVD 88     -       194.776  (meters)     639.03   (feet)  ADJUSTED  
 EF1335  ___________________________________________________________________
 EF1335  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EF1335  DYNAMIC HT  -         194.589 (meters)     638.41  (feet)  COMP
 EF1335  MODELED GRAV-     979,665.7   (mgal)                       NAVD 88
 EF1335
 EF1335  VERT ORDER  -  FIRST     CLASS II
 EF1335
 EF1335.The horizontal coordinates were scaled from a topographic map and have
 EF1335.an estimated accuracy of +/- 6 seconds.
 EF1335
 EF1335.The orthometric height was determined by differential leveling
 EF1335.and adjusted by the National Geodetic Survey in June 1991..
 EF1335
 EF1335.The geoid height was determined by GEOID03.
 EF1335
 EF1335.The dynamic height is computed by dividing the NAVD 88
 EF1335.geopotential number by the normal gravity value computed on the
 EF1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1335.degrees latitude (g = 980.6199 gals.).
 EF1335
 EF1335.The modeled gravity was interpolated from observed gravity values.
 EF1335
 EF1335;                    North         East    Units  Estimated Accuracy
 EF1335;SPC AL W     -   512,370.      639,510.      MT  (+/- 180 meters Scaled)
 EF1335
 EF1335                          SUPERSEDED SURVEY CONTROL
 EF1335
 EF1335.No superseded survey control is available for this station.
 EF1335
 EF1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD936309(NAD 83)
 EF1335_MARKER: I = METAL ROD
 EF1335_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1335_SP_SET: STAINLESS STEEL ROD
 EF1335_STAMPING: E 477 1983
 EF1335_MARK LOGO: NGS   
 EF1335_PROJECTION: RECESSED 5 CENTIMETERS
 EF1335_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1335_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF1335+SATELLITE: SATELLITE OBSERVATIONS - January 06, 2005
 EF1335_ROD/PIPE-DEPTH: 7.3  meters
 EF1335
 EF1335  HISTORY     - Date     Condition        Report By
 EF1335  HISTORY     - 1983     MONUMENTED       NGS
 EF1335  HISTORY     - 20050106 GOOD             ALHD
 EF1335
 EF1335                          STATION DESCRIPTION
 EF1335
 EF1335'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1335'9.6 KM (5.95 MI) WEST FROM DECATUR.
 EF1335'0.65 KM (0.4 MI) NORTH ALONG WELL STREET NORTHEAST FROM THE POST
 EF1335'OFFICE IN DECATUR, THENCE 8.9 KM (5.5 MI) WEST ALONG U.S. HIGHWAY 72
 EF1335'ALTERNATE, ALSO 0.16 KM (0.1 MI) EAST OF AN ASPHALT ROAD LEADING
 EF1335'NORTH, AT A PRIVATE ENTRANCE DRIVE LEADING NORTH TO A BRICK HOUSE AND
 EF1335'PROPERTY OF MRS. ROBINSON, 22.2 METERS (72.7 FT) NORTH OF THE
 EF1335'CENTERLINE OF THE WESTBOUND LANES OF THE HIGHWAY, 5.8 METERS (19.0 FT)
 EF1335'WEST OF THE CENTER OF A PRIVATE DRIVE, 2.7 METERS (9.0 FT) WEST OF
 EF1335'POWERLINE POLE NUMBER G 12 MT 8, 0.3 METER (1.0 FT) SOUTH OF A WOODEN
 EF1335'BOARD FENCE, AND 2.4 METERS (8.0 FT) EAST OF A NORTH-SOUTH EAST-WEST
 EF1335'FENCE LINE JUNCTION POST.
 EF1335'THE MARK IS 0.3 METERS  ESE FROM A WITNESS POST.
 EF1335'THE MARK IS 0.15 M BELOW HIGHWAY.
 EF1335
 EF1335                          STATION RECOVERY (2005)
 EF1335
 EF1335'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1335'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1364 ***********************************************************************
 EF1364  DESIGNATION -  E 478
 EF1364  PID         -  EF1364
 EF1364  STATE/COUNTY-  AL/COLBERT
 EF1364  USGS QUAD   -  TUSCUMBIA (1971)
 EF1364
 EF1364                         *CURRENT SURVEY CONTROL
 EF1364  ___________________________________________________________________
 EF1364* NAD 83(1992)-  34 42 18.18576(N)    087 39 08.13626(W)     ADJUSTED  
 EF1364* NAVD 88     -       152.771  (meters)     501.22   (feet)  ADJUSTED  
 EF1364  ___________________________________________________________________
 EF1364  X           -     215,031.134 (meters)                     COMP
 EF1364  Y           -  -5,244,822.960 (meters)                     COMP
 EF1364  Z           -   3,611,086.884 (meters)                     COMP
 EF1364  LAPLACE CORR-           2.20  (seconds)                    DEFLEC99
 EF1364  ELLIP HEIGHT-         125.75  (meters)          (07/29/02) GPS OBS
 EF1364  GEOID HEIGHT-         -27.03  (meters)                     GEOID03
 EF1364  DYNAMIC HT  -         152.625 (meters)     500.74  (feet)  COMP
 EF1364  MODELED GRAV-     979,672.7   (mgal)                       NAVD 88
 EF1364
 EF1364  HORZ ORDER  -  FIRST
 EF1364  VERT ORDER  -  FIRST     CLASS II
 EF1364  ELLP ORDER  -  FOURTH    CLASS I
 EF1364
 EF1364.The horizontal coordinates were established by GPS observations
 EF1364.and adjusted by the National Geodetic Survey in December 1992..
 EF1364
 EF1364.The orthometric height was determined by differential leveling
 EF1364.and adjusted by the National Geodetic Survey in June 1991..
 EF1364
 EF1364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF1364
 EF1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1364
 EF1364.The ellipsoidal height was determined by GPS observations
 EF1364.and is referenced to NAD 83.
 EF1364
 EF1364.The geoid height was determined by GEOID03.
 EF1364
 EF1364.The dynamic height is computed by dividing the NAVD 88
 EF1364.geopotential number by the normal gravity value computed on the
 EF1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1364.degrees latitude (g = 980.6199 gals.).
 EF1364
 EF1364.The modeled gravity was interpolated from observed gravity values.
 EF1364
 EF1364;                    North         East     Units Scale Factor Converg.
 EF1364;SPC AL W     -   521,734.322   586,051.690   MT  0.99993573   -0 05 12.1
 EF1364;UTM  16      - 3,840,528.790   440,266.947   MT  0.99964398   -0 22 17.0
 EF1364
 EF1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1364!SPC AL W     -   0.99998026  x   0.99993573  =   0.99991599
 EF1364!UTM  16      -   0.99998026  x   0.99964398  =   0.99962425
 EF1364
 EF1364                          SUPERSEDED SURVEY CONTROL
 EF1364
 EF1364  ELLIP H (12/04/92)  125.80   (m)                       GP(       ) 4 1
 EF1364  NAD 83(1992)-  34 42 18.19238(N)    087 39 08.13196(W) AD(       ) 1
 EF1364  NGVD 29 (09/06/91)  152.72   (m)          501.0    (f) LEVELING    3  
 EF1364
 EF1364.Superseded values are not recommended for survey control.
 EF1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1364.See file dsdata.txt to determine how the superseded data were derived.
 EF1364
 EF1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD4026740529(NAD 83)
 EF1364_MARKER: I = METAL ROD
 EF1364_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1364_SP_SET: STAINLESS STEEL ROD
 EF1364_STAMPING: E 478 1983
 EF1364_MARK LOGO: NGS   
 EF1364_PROJECTION: FLUSH
 EF1364_MAGNETIC: I = MARKER IS A STEEL ROD
 EF1364_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1364+SATELLITE: SATELLITE OBSERVATIONS - November 17, 1994
 EF1364_ROD/PIPE-DEPTH: 7.31 meters
 EF1364
 EF1364  HISTORY     - Date     Condition        Report By
 EF1364  HISTORY     - 1983     MONUMENTED       NGS
 EF1364  HISTORY     - 19900207 GOOD             ALHD
 EF1364  HISTORY     - 19941117 GOOD             ALHD
 EF1364
 EF1364                          STATION DESCRIPTION
 EF1364
 EF1364'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1364'6.0 KM (3.75 MI) EAST FROM TUSCUMBIA.
 EF1364'THE MARK IS 0.6 M BELOW HIGHWAY.
 EF1364'1.8 KM (1.1 MI) SOUTH ALONG U.S. HIGHWAY 43 AND 72 BUSINESS ROUTE FROM
 EF1364'THE POLICE DEPARTMENT BUILDING IN TUSCUMBIA, THENCE 4.3 KM (2.65 MI)
 EF1364'EAST ALONG U.S. HIGHWAY 72 ALTERNATE AND STATE HIGHWAY 20, SET AT A
 EF1364'LARGE METAL BUILDING (AYCOCK EQUIPMENT COMPANY), 21.95 METERS
 EF1364'(72.0 FT) NORTH-NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANE OF
 EF1364'THE HIGHWAY, 12.50 METERS (41.0 FT) EAST OF THE CENTERLINE OF A COUNTY
 EF1364'ROAD, 3.96 METERS (13.0 FT) SOUTHEAST OF A POWERLINE POLE WITH
 EF1364'TRANSFORMER, AND 3.20 METERS (10.5 FT) EAST-SOUTHEAST OF TELEPHONE
 EF1364'JUNCTION BOX NUMBER E 61.
 EF1364'THE MARK IS 0.6 METERS  NW FROM A WITNESS POST.
 EF1364
 EF1364                          STATION RECOVERY (1990)
 EF1364
 EF1364'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF1364'THE STATION IS LOCATED IN COLBERT COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1364'ALA 20 AND ALA 157, ABOUT 6.76 KM (4.20 MI) SOUTHEAST OF TUSCUMBIA
 EF1364'AND ABOUT 5.79 KM (3.60 MI) SOUTH - SOUTHEAST OF MUSCLE SHOALS.
 EF1364'TO REACH THE STATION FROM THE JUNCTION OF ALA 20, ALA 157, AND ALA
 EF1364'133, MILE POST 30.10 AN ALA 20, DRIVE WEST ON ALA 20 AND ALA 157 1.77
 EF1364'KM (1.10 MI) TO COLBERT COUNTY ROAD NO. 22 LEFT AND RIGHT AND THE
 EF1364'STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 EF1364'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 EF1364'UNDER A FOUR FOOT CHAIN LINK FENCE AROUND ROLLISON EQUIPMENT COMPANY,
 EF1364'1.01 M (3.31 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHAIN LINK
 EF1364'FENCE, 1.86 M (6.10 FT) EAST - NORTHEAST OF A WHITE TELEPHONE
 EF1364'REPEATER ON A SIX FOOT POST, 2.59 M (8.50 FT) EAST OF TELEPHONE CABLE
 EF1364'PEDISTAL NO. SS, 3.51 M (11.52 FT) EAST - SOUTHEAST OF A TRANSFORMER
 EF1364'POWER POLE AND TELEPHONE CABLE PEDISTAL NO. E6 1A, 9.02 M (29.59 FT)
 EF1364'NORTHWEST OF A GAS LINE VENT PIPE AND WARNING SIGN, 12.74 M
 EF1364'(41.80 FT) EAST OF THE CENTER OF COLBERT COUNTY ROAD NO. 22, 21.58 M
 EF1364'(70.80 FT) NORTH - NORTHEAST OF THE CENTERLINE OF THE WEST BOUND
 EF1364'LANES OF ALA 20 AND ALA 157, AND IS A FLANGE ENCASED STAINLESS STEEL
 EF1364'ROD WITH THE COVER SET FLUSH WITH THE SURFACE OF THE GROUND.
 EF1364'STATION 17 - 8 1990 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1364
 EF1364                          STATION RECOVERY (1994)
 EF1364
 EF1364'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JLD)
 EF1364'THE STATION IS LOCATED IN COLBERT COUNTY ON THE NORTH RIGHT OF WAY OF
 EF1364'ALA 20 AND ALA 157, ABOUT 6.76 KM (4.20 MI) SOUTHEAST OF TUSCUMBIA AND
 EF1364'ABOUT 5.79 KM (3.60 MI) SOUTH-SOUTHEAST OF MUSCLE SHOALS.
 EF1364' 
 EF1364'TO REACH THE STATION FROM THE JUNCTION OF ALA 20, ALA 157, AND ALA
 EF1364'133, MILE POST 30.10 AN ALA 20, DRIVE WEST ON ALA 20 AND ALA 157 FOR
 EF1364'1.77 KM (1.10 MI) TO COLBERT COUNTY ROAD NO. 22 LEFT AND RIGHT AND THE
 EF1364'STATION IN THE NORTHEAST QUADRANT OF THE INTERSECTION.
 EF1364' 
 EF1364'THE STATION IS LOCATED IN THE NORTHEAST QUADRANT OF THE INTERSECTION
 EF1364'UNDER A FOUR FOOT CHAIN LINK FENCE AROUND ROLLISON EQUIPMENT COMPANY,
 EF1364'1.01 M (3.31 FT) SOUTHEAST OF THE SOUTHWEST CORNER OF THE CHAIN LINK
 EF1364'FENCE, 1.86 M (6.10 FT) EAST-NORTHEAST OF A WHITE TELEPHONE REPEATER
 EF1364'ON A SIX FOOT POST, 2.59 M (8.50 FT) EAST OF TELEPHONE CABLE PEDISTAL
 EF1364'NO. SS, 3.51 M (11.52 FT) EAST-SOUTHEAST OF A TRANSFORMER POWER POLE
 EF1364'AND TELEPHONE CABLE PEDISTAL NO. E6 1A, 9.02 M (29.59 FT) NORTHWEST OF
 EF1364'A GAS LINE VENT PIPE AND WARNING SIGN, 12.74 M (41.80 FT) EAST OF THE
 EF1364'CENTER OF COLBERT COUNTY ROAD NO. 22, 21.58 M (70.80 FT)
 EF1364'NORTH-NORTHEAST OF THE CENTERLINE OF THE WEST BOUND LANES OF ALA 20
 EF1364'AND ALA 157, AND IS A FLANGE ENCASED STAINLESS STEEL ROD WITH THE
 EF1364'COVER SET FLUSH WITH THE SURFACE OF THE GROUND.
 EF1364' 
 EF1364'STATION 17-18 1994 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1482 ***********************************************************************
 EE1482  DESIGNATION -  E 479
 EE1482  PID         -  EE1482
 EE1482  STATE/COUNTY-  AL/JACKSON
 EE1482  USGS QUAD   -  HOLLYWOOD (1980)
 EE1482
 EE1482                         *CURRENT SURVEY CONTROL
 EE1482  ___________________________________________________________________
 EE1482* NAD 83(1986)-  34 44 34.     (N)    085 55 17.     (W)     SCALED    
 EE1482* NAVD 88     -       214.761  (meters)     704.60   (feet)  ADJUSTED  
 EE1482  ___________________________________________________________________
 EE1482  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE1482  DYNAMIC HT  -         214.549 (meters)     703.90  (feet)  COMP
 EE1482  MODELED GRAV-     979,644.2   (mgal)                       NAVD 88
 EE1482
 EE1482  VERT ORDER  -  FIRST     CLASS II
 EE1482
 EE1482.The horizontal coordinates were scaled from a topographic map and have
 EE1482.an estimated accuracy of +/- 6 seconds.
 EE1482
 EE1482.The orthometric height was determined by differential leveling
 EE1482.and adjusted by the National Geodetic Survey in June 1991..
 EE1482
 EE1482.The geoid height was determined by GEOID03.
 EE1482
 EE1482.The dynamic height is computed by dividing the NAVD 88
 EE1482.geopotential number by the normal gravity value computed on the
 EE1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1482.degrees latitude (g = 980.6199 gals.).
 EE1482
 EE1482.The modeled gravity was interpolated from observed gravity values.
 EE1482
 EE1482;                    North         East    Units  Estimated Accuracy
 EE1482;SPC AL E     -   470,500.      191,940.      MT  (+/- 180 meters Scaled)
 EE1482
 EE1482                          SUPERSEDED SURVEY CONTROL
 EE1482
 EE1482.No superseded survey control is available for this station.
 EE1482
 EE1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED987450(NAD 83)
 EE1482_MARKER: I = METAL ROD
 EE1482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1482_SP_SET: STAINLESS STEEL ROD
 EE1482_STAMPING: E 479 1983
 EE1482_MARK LOGO: NGS   
 EE1482_PROJECTION: FLUSH
 EE1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1482_ROD/PIPE-DEPTH: 13.4 meters
 EE1482
 EE1482  HISTORY     - Date     Condition        Report By
 EE1482  HISTORY     - 1983     MONUMENTED       NGS
 EE1482
 EE1482                          STATION DESCRIPTION
 EE1482
 EE1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1482'4.6 KM (2.85 MI) NE FROM HOLLYWOOD.
 EE1482'4.6 KM (2.85 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 72 FROM THE POST
 EE1482'OFFICE IN HOLLYWOOD, ALSO 0.2 KM (0.1 MI) SOUTHWESTERLY ALONG U.S.
 EE1482'HIGHWAY 72 FROM THE JUNCTION OF COUNTY ROAD 36, AT THE SMALL COMMUNITY
 EE1482'OF MARTINTOWN, 9.60 METERS (31.5 FT) NORTH-NORTHWEST OF THE CENTERLINE
 EE1482'OF THE HIGHWAY, 20.51 METERS (67.3 FT) EAST-NORTHEAST OF THE SOUTHEAST
 EE1482'CORNER OF A SMALL BRICK BUILDING, 5.64 METERS (18.5 FT)
 EE1482'SOUTH-SOUTHEAST OF THE CENTER OF A DIRT LANE LEADING NORTHEAST, AND
 EE1482'1.80 METERS (5.9 FT) NORTHEAST OF A TELEPHONE CABLE POLE.
 EE1482'THE MARK IS 2.0 METERS  SW FROM A WITNESS POST.
 EE1482'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1346 ***********************************************************************
 EF1346  DESIGNATION -  E 480
 EF1346  PID         -  EF1346
 EF1346  STATE/COUNTY-  AL/LAWRENCE
 EF1346  USGS QUAD   -  COURTLAND (1974)
 EF1346
 EF1346                         *CURRENT SURVEY CONTROL
 EF1346  ___________________________________________________________________
 EF1346* NAD 83(1986)-  34 40 07.     (N)    087 18 10.     (W)     SCALED    
 EF1346* NAVD 88     -       174.958  (meters)     574.01   (feet)  ADJUSTED  
 EF1346  ___________________________________________________________________
 EF1346  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EF1346  DYNAMIC HT  -         174.795 (meters)     573.47  (feet)  COMP
 EF1346  MODELED GRAV-     979,696.9   (mgal)                       NAVD 88
 EF1346
 EF1346  VERT ORDER  -  FIRST     CLASS II
 EF1346
 EF1346.The horizontal coordinates were scaled from a topographic map and have
 EF1346.an estimated accuracy of +/- 6 seconds.
 EF1346
 EF1346.The orthometric height was determined by differential leveling
 EF1346.and adjusted by the National Geodetic Survey in June 1991..
 EF1346
 EF1346.The geoid height was determined by GEOID03.
 EF1346
 EF1346.The dynamic height is computed by dividing the NAVD 88
 EF1346.geopotential number by the normal gravity value computed on the
 EF1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1346.degrees latitude (g = 980.6199 gals.).
 EF1346
 EF1346.The modeled gravity was interpolated from observed gravity values.
 EF1346
 EF1346;                    North         East    Units  Estimated Accuracy
 EF1346;SPC AL W     -   517,700.      618,080.      MT  (+/- 180 meters Scaled)
 EF1346
 EF1346                          SUPERSEDED SURVEY CONTROL
 EF1346
 EF1346.No superseded survey control is available for this station.
 EF1346
 EF1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD722363(NAD 83)
 EF1346_MARKER: I = METAL ROD
 EF1346_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EF1346_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EF1346_STAMPING: E 480 1983
 EF1346_MARK LOGO: NGS   
 EF1346_PROJECTION: RECESSED 4 CENTIMETERS
 EF1346_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1346+STABILITY: POSITION/ELEVATION WELL
 EF1346_ROD/PIPE-DEPTH: 14.9 meters
 EF1346_SLEEVE-DEPTH  : 6.40 meters
 EF1346
 EF1346  HISTORY     - Date     Condition        Report By
 EF1346  HISTORY     - 1983     MONUMENTED       NGS
 EF1346
 EF1346                          STATION DESCRIPTION
 EF1346
 EF1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1346'IN COURTLAND.
 EF1346'IN COURTLAND, AT THE FIRST BAPTIST CHURCH, LOCATED ALONG U.S. HIGHWAY
 EF1346'72 ALTERNATE IN THE SOUTHEAST PART OF THE TOWN, SET IN THE LAWN AND IN
 EF1346'FRONT OF THE CHURCH SIGN, 20.42 METERS (67.0 FT) SOUTH OF THE
 EF1346'CENTERLINE OF THE HIGHWAY, 13.71 METERS (45.0 FT) WEST OF THE
 EF1346'NORTHWEST CORNER OF THE CHURCH BUILDING, 11.58 METERS (38.0 FT)
 EF1346'SOUTHEAST OF A POWER POLE WITH TWO TRANSFORMERS, 3.04 METERS (10.0 FT)
 EF1346'NORTHEAST OF THE NORTHWEST CORNER OF THE BRICK FOUNDATION SUPPORTING
 EF1346'THE CHURCH SIGN, 2.59 METERS (8.5 FT) NORTHWEST OF THE NORTHEAST
 EF1346'CORNER OF THE FOUNDATION, AND 1.82 METERS (6.0 FT) NORTH OF THE NORTH
 EF1346'FACE OF THE FOUNDATION.
 EF1346'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1388 ***********************************************************************
 EF1388  DESIGNATION -  E 481
 EF1388  PID         -  EF1388
 EF1388  STATE/COUNTY-  AL/LAUDERDALE
 EF1388  USGS QUAD   -  FLORENCE (1971)
 EF1388
 EF1388                         *CURRENT SURVEY CONTROL
 EF1388  ___________________________________________________________________
 EF1388* NAD 83(1986)-  34 47 52.     (N)    087 40 20.     (W)     SCALED    
 EF1388* NAVD 88     -       163.803  (meters)     537.41   (feet)  ADJUSTED  
 EF1388  ___________________________________________________________________
 EF1388  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EF1388  DYNAMIC HT  -         163.646 (meters)     536.90  (feet)  COMP
 EF1388  MODELED GRAV-     979,673.9   (mgal)                       NAVD 88
 EF1388
 EF1388  VERT ORDER  -  FIRST     CLASS II
 EF1388
 EF1388.The horizontal coordinates were scaled from a topographic map and have
 EF1388.an estimated accuracy of +/- 6 seconds.
 EF1388
 EF1388.The orthometric height was determined by differential leveling
 EF1388.and adjusted by the National Geodetic Survey in June 1991..
 EF1388
 EF1388.The geoid height was determined by GEOID03.
 EF1388
 EF1388.The dynamic height is computed by dividing the NAVD 88
 EF1388.geopotential number by the normal gravity value computed on the
 EF1388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1388.degrees latitude (g = 980.6199 gals.).
 EF1388
 EF1388.The modeled gravity was interpolated from observed gravity values.
 EF1388
 EF1388;                    North         East    Units  Estimated Accuracy
 EF1388;SPC AL W     -   532,020.      584,240.      MT  (+/- 180 meters Scaled)
 EF1388
 EF1388                          SUPERSEDED SURVEY CONTROL
 EF1388
 EF1388.No superseded survey control is available for this station.
 EF1388
 EF1388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD385508(NAD 83)
 EF1388_MARKER: I = METAL ROD
 EF1388_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1388_SP_SET: STAINLESS STEEL ROD
 EF1388_STAMPING: E 481 1983
 EF1388_MARK LOGO: NGS   
 EF1388_PROJECTION: RECESSED 5 CENTIMETERS
 EF1388_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1388_ROD/PIPE-DEPTH: 9.75 meters
 EF1388
 EF1388  HISTORY     - Date     Condition        Report By
 EF1388  HISTORY     - 1983     MONUMENTED       NGS
 EF1388
 EF1388                          STATION DESCRIPTION
 EF1388
 EF1388'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1388'IN FLORENCE.
 EF1388'IN FLORENCE, 0.5 KM (0.3 MI) SOUTH ALONG SEMINARY STREET FROM THE POST
 EF1388'OFFICE TO THE JUNCTION OF DR. HICKS BOULEVARD AND THE MARK SET IN THE
 EF1388'SOUTHWEST ANGLE OF THE INTERSECTION ON THE GROUNDS OF THE SOUTH TRUST
 EF1388'BANK, 26.85 METERS (88.1 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND
 EF1388'LANE OF THE BOULEVARD, 18.38 METERS (60.3 FT) WEST OF THE APPROXIMATE
 EF1388'CENTER OF SEMINARY STREET, 2.68 METERS (8.8 FT) NORTHEAST OF THE
 EF1388'NORTHEAST CORNER OF A TWO STORY BRICK BUILDING (THE SOUTH TRUST BANK),
 EF1388'2.56 METERS (8.4 FT) SOUTHEAST OF THE NORTH FACE OF A TWO AND ONE HALF
 EF1388'FOOT HIGH BRICK WALL, AND 0.91 METERS (3.0 FT) EAST OF THE SOUTH END
 EF1388'OF THE BRICK WALL.
 EF1388'THE MARK IS ABOVE LEVEL WITH BOULEVARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1734 ***********************************************************************
 BH1734  DESIGNATION -  E 482
 BH1734  PID         -  BH1734
 BH1734  STATE/COUNTY-  AL/MOBILE
 BH1734  USGS QUAD   -  CODEN (1985)
 BH1734
 BH1734                         *CURRENT SURVEY CONTROL
 BH1734  ___________________________________________________________________
 BH1734* NAD 83(1986)-  30 22 38.     (N)    088 09 35.     (W)     SCALED    
 BH1734* NAVD 88     -         3.882  (meters)      12.74   (feet)  ADJUSTED  
 BH1734  ___________________________________________________________________
 BH1734  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 BH1734  DYNAMIC HT  -           3.877 (meters)      12.72  (feet)  COMP
 BH1734  MODELED GRAV-     979,325.7   (mgal)                       NAVD 88
 BH1734
 BH1734  VERT ORDER  -  FIRST     CLASS II
 BH1734
 BH1734.The horizontal coordinates were scaled from a topographic map and have
 BH1734.an estimated accuracy of +/- 6 seconds.
 BH1734
 BH1734.The orthometric height was determined by differential leveling
 BH1734.and adjusted by the National Geodetic Survey in June 1991..
 BH1734
 BH1734.The geoid height was determined by GEOID03.
 BH1734
 BH1734.The dynamic height is computed by dividing the NAVD 88
 BH1734.geopotential number by the normal gravity value computed on the
 BH1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1734.degrees latitude (g = 980.6199 gals.).
 BH1734
 BH1734.The modeled gravity was interpolated from observed gravity values.
 BH1734
 BH1734;                    North         East    Units  Estimated Accuracy
 BH1734;SPC AL W     -    42,000.      536,590.      MT  (+/- 180 meters Scaled)
 BH1734
 BH1734                          SUPERSEDED SURVEY CONTROL
 BH1734
 BH1734  NGVD 29 (06/24/99)    3.840  (m)           12.60   (f) ADJUSTED    1 2
 BH1734
 BH1734.Superseded values are not recommended for survey control.
 BH1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1734.See file dsdata.txt to determine how the superseded data were derived.
 BH1734
 BH1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU885611(NAD 83)
 BH1734_MARKER: I = METAL ROD
 BH1734_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH1734_SP_SET: STAINLESS STEEL ROD
 BH1734_STAMPING: E 482 1984
 BH1734_MARK LOGO: NGS   
 BH1734_PROJECTION: FLUSH
 BH1734_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1734_ROD/PIPE-DEPTH: 18.3 meters
 BH1734
 BH1734  HISTORY     - Date     Condition        Report By
 BH1734  HISTORY     - 1984     MONUMENTED       NGS
 BH1734
 BH1734                          STATION DESCRIPTION
 BH1734
 BH1734'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1734'19.6 KM (12.15 MI) SOUT FROM THEODORE.
 BH1734'19.6 KM (12.15 MI) SOUTH ALONG COUNTY ROAD 59 FROM THE FIRST BAPTIST
 BH1734'CHURCH IN THEODORE, AT THE JUNCTION OF STATE HIGHWAY 188 LEADING
 BH1734'SOUTHEAST AND WEST, ALSO 4.8 KM (3.0 MI) WEST ALONG STATE HIGHWAY 188
 BH1734'FROM THE JUNCTION OF STATE HIGHWAY 163 IN ALABAMA PORT, 16.46 METERS
 BH1734'(54.0 FT) SOUTHWEST OF THE CENTERLINE OF STATE HIGHWAY 188,
 BH1734'5.97 METERS (19.6 FT) SOUTHEAST OF THE CENTER OF A GRAVEL ROAD LEADING
 BH1734'SOUTHWEST, 0.30 METERS (1.0 FT) NORTHWEST OF A WIRE FENCE (CYCLONE
 BH1734'FENCE), 2.07 METERS (6.8 FT) SOUTHEAST OF A POWERLINE POLE AND
 BH1734'TELEPHONE JUNCTION BOX, 7.28 METERS (23.9 FT) NORTHWEST OF BENCH MARK
 BH1734'304-8 ALGS, AND 4.75 METERS (15.6 FT) SOUTHWEST OF A GUY WIRE ANCHOR.
 BH1734'THE MARK IS 1.7 METERS  SE FROM A WITNESS POST.
 BH1734'THE MARK IS 0.30 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4060 ***********************************************************************
 AB4060  DESIGNATION -  E 483
 AB4060  PID         -  AB4060
 AB4060  STATE/COUNTY-  AL/BALDWIN
 AB4060  USGS QUAD   -  ST ANDREWS BAY (1980)
 AB4060
 AB4060                         *CURRENT SURVEY CONTROL
 AB4060  ___________________________________________________________________
 AB4060* NAD 83(1986)-  30 14 21.     (N)    087 53 15.     (W)     SCALED    
 AB4060* NAVD 88     -         2.600  (meters)       8.53   (feet)  ADJUSTED  
 AB4060  ___________________________________________________________________
 AB4060  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AB4060  DYNAMIC HT  -           2.597 (meters)       8.52  (feet)  COMP
 AB4060  MODELED GRAV-     979,323.9   (mgal)                       NAVD 88
 AB4060
 AB4060  VERT ORDER  -  FIRST     CLASS II
 AB4060
 AB4060.The horizontal coordinates were scaled from a topographic map and have
 AB4060.an estimated accuracy of +/- 6 seconds.
 AB4060
 AB4060.The orthometric height was determined by differential leveling
 AB4060.and adjusted by the National Geodetic Survey in July 2002..
 AB4060
 AB4060.The geoid height was determined by GEOID03.
 AB4060
 AB4060.The dynamic height is computed by dividing the NAVD 88
 AB4060.geopotential number by the normal gravity value computed on the
 AB4060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4060.degrees latitude (g = 980.6199 gals.).
 AB4060
 AB4060.The modeled gravity was interpolated from observed gravity values.
 AB4060
 AB4060;                    North         East    Units  Estimated Accuracy
 AB4060;SPC AL W     -    26,570.      562,700.      MT  (+/- 180 meters Scaled)
 AB4060
 AB4060                          SUPERSEDED SURVEY CONTROL
 AB4060
 AB4060.No superseded survey control is available for this station.
 AB4060
 AB4060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU146456(NAD 83)
 AB4060_MARKER: I = METAL ROD
 AB4060_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4060_STAMPING: E 483 1996
 AB4060_MARK LOGO: NGS   
 AB4060_PROJECTION: FLUSH
 AB4060_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4060_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4060_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4060+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 AB4060_ROD/PIPE-DEPTH: 16.5 meters
 AB4060_SLEEVE-DEPTH  : 0.9 meters
 AB4060
 AB4060  HISTORY     - Date     Condition        Report By
 AB4060  HISTORY     - 1996     MONUMENTED       NGS
 AB4060  HISTORY     - 20030403 GOOD             USPSQD
 AB4060  HISTORY     - 20040421 GOOD             USPSQD
 AB4060  HISTORY     - 20050710 GOOD             USPSQD
 AB4060
 AB4060                          STATION DESCRIPTION
 AB4060
 AB4060'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4060'20.3 KM (12.60 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4060'OF STATE HIGHWAY 59 IN GULF SHORES, 66.0 M (216.5 FT) EAST OF THE
 AB4060'EXTENDED CENTER OF THE ENTRANCE ROAD LEADING TO THE GULF SHORES
 AB4060'PLANTATION AND KIVA DUNES GOLF CLUB, 9.6 M (31.5 FT) NORTH OF THE
 AB4060'HIGHWAY CENTERLINE, 2.8 M (9.2 FT) SOUTH OF UTILITY POLE NUMBER 41
 AB4060'WITH A GUY CABLE, 0.5 M (1.6 FT) SOUTH OF A WITNESS POST, AND 0.5 M
 AB4060'(1.6 FT) ABOVE THE LEVEL OF THE HIGHWAY.  NOTE--ACCESS TO THE DATUM
 AB4060'POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT MEET
 AB4060'THE SPECIFICATIONS FOR A CLASS A MARK.
 AB4060
 AB4060                          STATION RECOVERY (2003)
 AB4060
 AB4060'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4060'RECOVERED IN GOOD CONDITION.
 AB4060
 AB4060                          STATION RECOVERY (2004)
 AB4060
 AB4060'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4060'216 FEET EAST OF PLANTATION DRIVEWAY. THIRTY ONE AND A HALF FEET NORTH
 AB4060'OF HWY 180, NINE FEET SOUTH OF POLE NUMBER 41.
 AB4060
 AB4060                          STATION RECOVERY (2005)
 AB4060
 AB4060'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4245 ***********************************************************************
 AE4245  DESIGNATION -  E 484
 AE4245  PID         -  AE4245
 AE4245  STATE/COUNTY-  AL/WALKER
 AE4245  USGS QUAD   -  MANCHESTER (1981)
 AE4245
 AE4245                         *CURRENT SURVEY CONTROL
 AE4245  ___________________________________________________________________
 AE4245* NAD 83(1986)-  33 54 27.     (N)    087 18 37.     (W)     SCALED    
 AE4245* NAVD 88     -       144.920  (meters)     475.46   (feet)  ADJUSTED  
 AE4245  ___________________________________________________________________
 AE4245  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 AE4245  DYNAMIC HT  -         144.772 (meters)     474.97  (feet)  COMP
 AE4245  MODELED GRAV-     979,609.1   (mgal)                       NAVD 88
 AE4245
 AE4245  VERT ORDER  -  SECOND    CLASS I
 AE4245
 AE4245.The horizontal coordinates were scaled from a topographic map and have
 AE4245.an estimated accuracy of +/- 6 seconds.
 AE4245
 AE4245.The orthometric height was determined by differential leveling
 AE4245.and adjusted by the National Geodetic Survey in September 1998..
 AE4245
 AE4245.The geoid height was determined by GEOID03.
 AE4245
 AE4245.The dynamic height is computed by dividing the NAVD 88
 AE4245.geopotential number by the normal gravity value computed on the
 AE4245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4245.degrees latitude (g = 980.6199 gals.).
 AE4245
 AE4245.The modeled gravity was interpolated from observed gravity values.
 AE4245
 AE4245;                    North         East    Units  Estimated Accuracy
 AE4245;SPC AL W     -   433,280.      617,550.      MT  (+/- 180 meters Scaled)
 AE4245
 AE4245                          SUPERSEDED SURVEY CONTROL
 AE4245
 AE4245.No superseded survey control is available for this station.
 AE4245
 AE4245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC713519(NAD 83)
 AE4245_MARKER: I = METAL ROD
 AE4245_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4245_STAMPING: E 484 1996
 AE4245_MARK LOGO: NGS   
 AE4245_PROJECTION: FLUSH
 AE4245_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4245_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4245_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4245+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4245_ROD/PIPE-DEPTH: 2.2  meters
 AE4245_SLEEVE-DEPTH  : 0.9 meters
 AE4245
 AE4245  HISTORY     - Date     Condition        Report By
 AE4245  HISTORY     - 1996     MONUMENTED       NGS
 AE4245
 AE4245                          STATION DESCRIPTION
 AE4245
 AE4245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4245'6.8 KM (4.20 MI) NORTHERLY ALONG STATE HIGHWAY 195 FROM THE JUNCTION
 AE4245'OF STATE HIGHWAY 5 IN JASPER, THENCE 0.7 KM (0.45 MI) WESTERLY ALONG
 AE4245'RUSSELL DAIRY ROAD, 21.9 M (71.9 FT) WEST OF THE WEST END OF THE SOUTH
 AE4245'END OF A CULVERT UNDER THE ROAD, 11.1 M (36.4 FT) EAST OF THE CENTER
 AE4245'OF A FIELD ENTRANCE ROAD, 7.3 M (24.0 FT) SOUTH OF THE ROAD
 AE4245'CENTERLINE, 1.1 M (3.6 FT) EAST OF A UTILITY POLE, 0.5 M (1.6 FT)
 AE4245'BELOW THE LEVEL OF THE ROAD, AND 0.3 M (1.0 FT) WEST OF A WITNESS
 AE4245'POST.  NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.
 AE4245'THE SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0183 ***********************************************************************
 EF0183  DESIGNATION -  E 49
 EF0183  PID         -  EF0183
 EF0183  STATE/COUNTY-  AL/MARSHALL
 EF0183  USGS QUAD   -  ALBERTVILLE (1983)
 EF0183
 EF0183                         *CURRENT SURVEY CONTROL
 EF0183  ___________________________________________________________________
 EF0183* NAD 83(1986)-  34 16 05.     (N)    086 12 34.     (W)     SCALED    
 EF0183* NAVD 88     -       324.019  (meters)    1063.05   (feet)  ADJUSTED  
 EF0183  ___________________________________________________________________
 EF0183  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 EF0183  DYNAMIC HT  -         323.671 (meters)    1061.91  (feet)  COMP
 EF0183  MODELED GRAV-     979,554.5   (mgal)                       NAVD 88
 EF0183
 EF0183  VERT ORDER  -  SECOND    CLASS 0
 EF0183
 EF0183.The horizontal coordinates were scaled from a topographic map and have
 EF0183.an estimated accuracy of +/- 6 seconds.
 EF0183
 EF0183.The orthometric height was determined by differential leveling
 EF0183.and adjusted by the National Geodetic Survey in June 1991..
 EF0183
 EF0183.The geoid height was determined by GEOID03.
 EF0183
 EF0183.The dynamic height is computed by dividing the NAVD 88
 EF0183.geopotential number by the normal gravity value computed on the
 EF0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0183.degrees latitude (g = 980.6199 gals.).
 EF0183
 EF0183.The modeled gravity was interpolated from observed gravity values.
 EF0183
 EF0183;                    North         East    Units  Estimated Accuracy
 EF0183;SPC AL E     -   417,900.      165,360.      MT  (+/- 180 meters Scaled)
 EF0183
 EF0183                          SUPERSEDED SURVEY CONTROL
 EF0183
 EF0183  NGVD 29 (??/??/92)  323.973  (m)         1062.90   (f) ADJ UNCH    2 0
 EF0183
 EF0183.Superseded values are not recommended for survey control.
 EF0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0183.See file dsdata.txt to determine how the superseded data were derived.
 EF0183
 EF0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC727921(NAD 83)
 EF0183_MARKER: DB = BENCH MARK DISK
 EF0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0183_STAMPING: E 49 1934
 EF0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0183+STABILITY: SURFACE MOTION
 EF0183_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0183+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 EF0183
 EF0183  HISTORY     - Date     Condition        Report By
 EF0183  HISTORY     - 1934     MONUMENTED       CGS
 EF0183  HISTORY     - 1949     GOOD             TVA
 EF0183  HISTORY     - 20010626 GOOD             ALHD
 EF0183  HISTORY     - 20040331 GOOD             ALHD
 EF0183  HISTORY     - 20050525 GOOD             ALHD
 EF0183
 EF0183                          STATION DESCRIPTION
 EF0183
 EF0183'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 EF0183'IN ALBERTVILLE.
 EF0183'AT ALBERTVILLE, MARSHALL COUNTY, AT THE POST OFFICE, IN THE SOUTHWEST
 EF0183'CORNER OF THE POST-OFFICE YARD, 12 FEET SOUTHWEST OF THE BUILDING, 1
 EF0183'FOOT NORTH OF THE CURB AT THE NORTH SIDE OF THE NORTH WALK ON STATE
 EF0183'HIGHWAY 1, AND 8 INCHES EAST OF THE WEST CURB OF THE DRIVEWAY LEADING
 EF0183'BACK OF THE POST OFFICE.  A STANDARD DISK, STAMPED E 49 1934 AND SET
 EF0183'IN THE TOP OF A CONCRETE POST.
 EF0183
 EF0183                          STATION RECOVERY (2001)
 EF0183
 EF0183'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EF0183'RECOVERED IN GOOD CONDITION.
 EF0183
 EF0183                          STATION RECOVERY (2004)
 EF0183
 EF0183'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF0183'RECOVERED IN GOOD CONDITION.
 EF0183
 EF0183                          STATION RECOVERY (2005)
 EF0183
 EF0183'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0183'BUILDING IS NOW THE ALBERTVILLE BOARD OF EDUCATION
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1122 ***********************************************************************
 DH1122  DESIGNATION -  E 5
 DH1122  PID         -  DH1122
 DH1122  STATE/COUNTY-  AL/JEFFERSON
 DH1122  USGS QUAD   -  LEEDS (1978)
 DH1122
 DH1122                         *CURRENT SURVEY CONTROL
 DH1122  ___________________________________________________________________
 DH1122* NAD 83(1986)-  33 36 30.     (N)    086 34 58.     (W)     SCALED    
 DH1122* NAVD 88     -       242.861  (meters)     796.79   (feet)  POSTED    
 DH1122  ___________________________________________________________________
 DH1122  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1122  DYNAMIC HT  -         242.590 (meters)     795.90  (feet)  COMP
 DH1122  MODELED GRAV-     979,519.1   (mgal)                       NAVD 88
 DH1122
 DH1122  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH1122
 DH1122.The horizontal coordinates were scaled from a topographic map and have
 DH1122.an estimated accuracy of +/- 6 seconds.
 DH1122
 DH1122.The orthometric height was determined by differential leveling
 DH1122.and adjusted by the National Geodetic Survey in 1992..
 DH1122.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH1122.rate of 0.0 thru 1.0 mm/km.
 DH1122
 DH1122.The geoid height was determined by GEOID03.
 DH1122
 DH1122.The dynamic height is computed by dividing the NAVD 88
 DH1122.geopotential number by the normal gravity value computed on the
 DH1122.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1122.degrees latitude (g = 980.6199 gals.).
 DH1122
 DH1122.The modeled gravity was interpolated from observed gravity values.
 DH1122
 DH1122;                    North         East    Units  Estimated Accuracy
 DH1122;SPC AL W     -   400,460.      685,120.      MT  (+/- 180 meters Scaled)
 DH1122
 DH1122                          SUPERSEDED SURVEY CONTROL
 DH1122
 DH1122.No superseded survey control is available for this station.
 DH1122
 DH1122_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC387188(NAD 83)
 DH1122_MARKER: B = BOLT
 DH1122_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1122_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1122_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1122+STABILITY: SURFACE MOTION
 DH1122
 DH1122  HISTORY     - Date     Condition        Report By
 DH1122  HISTORY     - UNK      MONUMENTED       CGS
 DH1122  HISTORY     - 1947     MARK NOT FOUND   NGS
 DH1122
 DH1122                          STATION DESCRIPTION
 DH1122
 DH1122'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1122'IN ROPER.
 DH1122'AT ROPER, JEFFERSON COUNTY, 25 FEET SOUTHEAST OF THE SEABOARD AIR LINE
 DH1122'RAILWAY STATION, ABOUT 100 FEET WEST OF THE WATER TANK, AND 40 FEET
 DH1122'SOUTH OF THE TRACK.  A BRASS BOLT, SET IN THE TOP OF A CONCRETE POST.
 DH1122'NOTE-- STATION AND WATER TANK HAVE BEEN REMOVED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1241 ***********************************************************************
 EE1241  DESIGNATION -  E 50
 EE1241  PID         -  EE1241
 EE1241  STATE/COUNTY-  AL/DE KALB
 EE1241  USGS QUAD   -  PORTERSVILLE (1975)
 EE1241
 EE1241                         *CURRENT SURVEY CONTROL
 EE1241  ___________________________________________________________________
 EE1241* NAD 83(1986)-  34 19 08.     (N)    085 49 12.     (W)     SCALED    
 EE1241* NAVD 88     -       232.804  (meters)     763.79   (feet)  ADJUSTED  
 EE1241  ___________________________________________________________________
 EE1241  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE1241  DYNAMIC HT  -         232.561 (meters)     762.99  (feet)  COMP
 EE1241  MODELED GRAV-     979,587.0   (mgal)                       NAVD 88
 EE1241
 EE1241  VERT ORDER  -  SECOND    CLASS 0
 EE1241
 EE1241.The horizontal coordinates were scaled from a topographic map and have
 EE1241.an estimated accuracy of +/- 6 seconds.
 EE1241
 EE1241.The orthometric height was determined by differential leveling
 EE1241.and adjusted by the National Geodetic Survey in June 1991..
 EE1241
 EE1241.The geoid height was determined by GEOID03.
 EE1241
 EE1241.The dynamic height is computed by dividing the NAVD 88
 EE1241.geopotential number by the normal gravity value computed on the
 EE1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1241.degrees latitude (g = 980.6199 gals.).
 EE1241
 EE1241.The modeled gravity was interpolated from observed gravity values.
 EE1241
 EE1241;                    North         East    Units  Estimated Accuracy
 EE1241;SPC AL E     -   423,480.      201,230.      MT  (+/- 180 meters Scaled)
 EE1241
 EE1241                          SUPERSEDED SURVEY CONTROL
 EE1241
 EE1241  NGVD 29 (??/??/92)  232.792  (m)          763.75   (f) ADJ UNCH    2 0
 EE1241
 EE1241.Superseded values are not recommended for survey control.
 EE1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1241.See file dsdata.txt to determine how the superseded data were derived.
 EE1241
 EE1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC085981(NAD 83)
 EE1241_MARKER: DB = BENCH MARK DISK
 EE1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1241_STAMPING: E 50 1934
 EE1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1241+STABILITY: SURFACE MOTION
 EE1241
 EE1241  HISTORY     - Date     Condition        Report By
 EE1241  HISTORY     - 1934     MONUMENTED       CGS
 EE1241  HISTORY     - 1949     GOOD             TVA
 EE1241  HISTORY     - 1964     MARK NOT FOUND   NGS
 EE1241
 EE1241                          STATION DESCRIPTION
 EE1241
 EE1241'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1949
 EE1241'AT PORTERVILLE.
 EE1241'AT PORTERVILLE, DE KALB COUNTY, ON THE SOUTHERN RAILWAY, 95
 EE1241'YARDS SOUTH OF THE STATION, 195 YARDS SOUTH OF MILEPOST 61, IN
 EE1241'THE SOUTHWEST CORNER OF THE SOUTH SECTION-HOUSE YARD, 9 YARDS
 EE1241'EAST OF THE CENTERLINE OF THE NORTH MAIN TRACK, AND 1 FOOT
 EE1241'WEST OF A STEEL POST WITH A SIGN.  A STANDARD DISK, STAMPED E 50
 EE1241'1934 AND SET IN THE TOP OF A CONCRETE POST.
 EE1241
 EE1241                          STATION RECOVERY (1964)
 EE1241
 EE1241'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1964
 EE1241'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1121 ***********************************************************************
 EF1121  DESIGNATION -  E 51
 EF1121  PID         -  EF1121
 EF1121  STATE/COUNTY-  AL/COLBERT
 EF1121  USGS QUAD   -  TUSCUMBIA (1971)
 EF1121
 EF1121                         *CURRENT SURVEY CONTROL
 EF1121  ___________________________________________________________________
 EF1121* NAD 83(1986)-  34 39 15.     (N)    087 38 39.     (W)     SCALED    
 EF1121* NAVD 88     -       152.546  (meters)     500.48   (feet)  ADJUSTED  
 EF1121  ___________________________________________________________________
 EF1121  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 EF1121  DYNAMIC HT  -         152.400 (meters)     500.00  (feet)  COMP
 EF1121  MODELED GRAV-     979,672.7   (mgal)                       NAVD 88
 EF1121
 EF1121  VERT ORDER  -  SECOND    CLASS 0
 EF1121
 EF1121.The horizontal coordinates were scaled from a topographic map and have
 EF1121.an estimated accuracy of +/- 6 seconds.
 EF1121
 EF1121.The orthometric height was determined by differential leveling
 EF1121.and adjusted by the National Geodetic Survey in June 1991..
 EF1121
 EF1121.The geoid height was determined by GEOID03.
 EF1121
 EF1121.The dynamic height is computed by dividing the NAVD 88
 EF1121.geopotential number by the normal gravity value computed on the
 EF1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1121.degrees latitude (g = 980.6199 gals.).
 EF1121
 EF1121.The modeled gravity was interpolated from observed gravity values.
 EF1121
 EF1121;                    North         East    Units  Estimated Accuracy
 EF1121;SPC AL W     -   516,090.      586,790.      MT  (+/- 180 meters Scaled)
 EF1121
 EF1121                          SUPERSEDED SURVEY CONTROL
 EF1121
 EF1121  NGVD 29 (??/??/92)  152.502  (m)          500.33   (f) ADJ UNCH    2 0
 EF1121
 EF1121.Superseded values are not recommended for survey control.
 EF1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1121.See file dsdata.txt to determine how the superseded data were derived.
 EF1121
 EF1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD409348(NAD 83)
 EF1121_MARKER: DB = BENCH MARK DISK
 EF1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1121+STABILITY: SURFACE MOTION
 EF1121
 EF1121  HISTORY     - Date     Condition        Report By
 EF1121  HISTORY     - UNK      MONUMENTED       CGS
 EF1121  HISTORY     - 1934     GOOD             NGS
 EF1121  HISTORY     - 1973     MARK NOT FOUND   TVA
 EF1121  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF1121
 EF1121                          STATION DESCRIPTION
 EF1121
 EF1121'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF1121'IN SPRING VALLEY.
 EF1121'1 FT. NORTH OF THE DEPOT AT SPRING VALLEY.  20 FT. EAST OF CENTER OF
 EF1121'THE N.A.R.R.  9 RAILS NORTH OF MILE POST NO. 9.  NOTE-- STATION HAS
 EF1121'BEEN TORN DOWN.
 EF1121
 EF1121                          STATION RECOVERY (1973)
 EF1121
 EF1121'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1121'MARK NOT FOUND.
 EF1121
 EF1121                          STATION RECOVERY (1982)
 EF1121
 EF1121'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1121'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0809 ***********************************************************************
 EF0809  DESIGNATION -  E 52
 EF0809  PID         -  EF0809
 EF0809  STATE/COUNTY-  AL/LAWRENCE
 EF0809  USGS QUAD   -  COURTLAND (1974)
 EF0809
 EF0809                         *CURRENT SURVEY CONTROL
 EF0809  ___________________________________________________________________
 EF0809* NAD 83(1986)-  34 39 58.     (N)    087 18 13.     (W)     SCALED    
 EF0809* NAVD 88     -       173.284  (meters)     568.52   (feet)  ADJUSTED  
 EF0809  ___________________________________________________________________
 EF0809  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 EF0809  DYNAMIC HT  -         173.122 (meters)     567.98  (feet)  COMP
 EF0809  MODELED GRAV-     979,696.3   (mgal)                       NAVD 88
 EF0809
 EF0809  VERT ORDER  -  FIRST     CLASS II
 EF0809
 EF0809.The horizontal coordinates were scaled from a topographic map and have
 EF0809.an estimated accuracy of +/- 6 seconds.
 EF0809
 EF0809.The orthometric height was determined by differential leveling
 EF0809.and adjusted by the National Geodetic Survey in June 1991..
 EF0809
 EF0809.The geoid height was determined by GEOID03.
 EF0809
 EF0809.The dynamic height is computed by dividing the NAVD 88
 EF0809.geopotential number by the normal gravity value computed on the
 EF0809.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0809.degrees latitude (g = 980.6199 gals.).
 EF0809
 EF0809.The modeled gravity was interpolated from observed gravity values.
 EF0809
 EF0809;                    North         East    Units  Estimated Accuracy
 EF0809;SPC AL W     -   517,420.      618,000.      MT  (+/- 180 meters Scaled)
 EF0809
 EF0809                          SUPERSEDED SURVEY CONTROL
 EF0809
 EF0809  NGVD 29 (??/??/92)  173.260  (m)          568.44   (f) ADJ UNCH    1 2
 EF0809
 EF0809.Superseded values are not recommended for survey control.
 EF0809.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0809.See file dsdata.txt to determine how the superseded data were derived.
 EF0809
 EF0809_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD721360(NAD 83)
 EF0809_MARKER: DB = BENCH MARK DISK
 EF0809_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0809_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0809_STAMPING: E 52 1934
 EF0809_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0809+STABILITY: SURFACE MOTION
 EF0809
 EF0809  HISTORY     - Date     Condition        Report By
 EF0809  HISTORY     - 1934     MONUMENTED       CGS
 EF0809  HISTORY     - 1944     GOOD             NGS
 EF0809  HISTORY     - 1974     MARK NOT FOUND   TVA
 EF0809  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0809
 EF0809                          STATION DESCRIPTION
 EF0809
 EF0809'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 EF0809'0.4 MI E FROM COURTLAND.
 EF0809'ABOUT 0.4 MILE EASTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EF0809'COURTLAND, AT THE HIGH SCHOOL, ABOUT 100 FEET NORTH OF THE CENTER LINE
 EF0809'OF THE RAILROAD TRACK, 20.0 FEET NORTH OF THE CENTER LINE OF A PAVED
 EF0809'STREET, 1.0 FOOT NORTH OF A 4 BY 4-INCH WOODEN REFERENCE POST, AND SET
 EF0809'IN THE SOUTHWEST CORNER OF THE SCHOOL YARD.  A DISK SET IN THE TOP OF
 EF0809'A CONCRETE POST PROJECTING ABOUT 0.3 FOOT.  NOTE-- MARK IS ON SOUTH
 EF0809'SIDE OF COURTLAND HIGH SCHOOL YARD, 30 FEET SW FROM A 48 INCH OAK
 EF0809'TREE.
 EF0809
 EF0809                          STATION RECOVERY (1974)
 EF0809
 EF0809'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1974
 EF0809'MARK NOT FOUND.
 EF0809
 EF0809                          STATION RECOVERY (1982)
 EF0809
 EF0809'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0809'NOT RECOVERED.  POSSIBLY LANDSCAPED OUT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0739 ***********************************************************************
 EF0739  DESIGNATION -  E 53
 EF0739  PID         -  EF0739
 EF0739  STATE/COUNTY-  AL/LIMESTONE
 EF0739  USGS QUAD   -  ELKMONT (1974)
 EF0739
 EF0739                         *CURRENT SURVEY CONTROL
 EF0739  ___________________________________________________________________
 EF0739* NAD 83(1986)-  34 53 33.     (N)    086 58 11.     (W)     SCALED    
 EF0739* NAVD 88     -       241.035  (meters)     790.80   (feet)  ADJUSTED  
 EF0739  ___________________________________________________________________
 EF0739  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 EF0739  DYNAMIC HT  -         240.803 (meters)     790.03  (feet)  COMP
 EF0739  MODELED GRAV-     979,668.0   (mgal)                       NAVD 88
 EF0739
 EF0739  VERT ORDER  -  SECOND    CLASS 0
 EF0739
 EF0739.The horizontal coordinates were scaled from a topographic map and have
 EF0739.an estimated accuracy of +/- 6 seconds.
 EF0739
 EF0739.The orthometric height was determined by differential leveling
 EF0739.and adjusted by the National Geodetic Survey in June 1991..
 EF0739
 EF0739.The geoid height was determined by GEOID03.
 EF0739
 EF0739.The dynamic height is computed by dividing the NAVD 88
 EF0739.geopotential number by the normal gravity value computed on the
 EF0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0739.degrees latitude (g = 980.6199 gals.).
 EF0739
 EF0739.The modeled gravity was interpolated from observed gravity values.
 EF0739
 EF0739;                    North         East    Units  Estimated Accuracy
 EF0739;SPC AL W     -   542,650.      648,470.      MT  (+/- 180 meters Scaled)
 EF0739
 EF0739                          SUPERSEDED SURVEY CONTROL
 EF0739
 EF0739  NGVD 29 (??/??/92)  240.985  (m)          790.63   (f) ADJ UNCH    2 0
 EF0739
 EF0739.Superseded values are not recommended for survey control.
 EF0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0739.See file dsdata.txt to determine how the superseded data were derived.
 EF0739
 EF0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED027611(NAD 83)
 EF0739_MARKER: DB = BENCH MARK DISK
 EF0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0739_STAMPING: E 53 1934
 EF0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0739+STABILITY: SURFACE MOTION
 EF0739
 EF0739  HISTORY     - Date     Condition        Report By
 EF0739  HISTORY     - 1934     MONUMENTED       CGS
 EF0739
 EF0739                          STATION DESCRIPTION
 EF0739
 EF0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0739'1.0 MI N FROM HAYS MILL.
 EF0739'1.0 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM HAYS
 EF0739'MILL, LIMESTONE COUNTY, AT MILEAGE L 287.5, AND AT A PRIVATE-ROAD
 EF0739'CROSSING.  A STANDARD DISK, STAMPED E 53 1934 AND SET IN THE TOP OF A
 EF0739'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0721 ***********************************************************************
 EF0721  DESIGNATION -  E 55
 EF0721  PID         -  EF0721
 EF0721  STATE/COUNTY-  AL/MADISON
 EF0721  USGS QUAD   -  HUNTSVILLE (1991)
 EF0721
 EF0721                         *CURRENT SURVEY CONTROL
 EF0721  ___________________________________________________________________
 EF0721* NAD 83(1986)-  34 37 33.     (N)    086 33 55.     (W)     SCALED    
 EF0721* NAVD 88     -       185.392  (meters)     608.24   (feet)  POSTED    
 EF0721  ___________________________________________________________________
 EF0721  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EF0721  DYNAMIC HT  -         185.200 (meters)     607.61  (feet)  COMP
 EF0721  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 EF0721
 EF0721  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0721
 EF0721.The horizontal coordinates were scaled from a topographic map and have
 EF0721.an estimated accuracy of +/- 6 seconds.
 EF0721
 EF0721.The orthometric height was determined by differential leveling
 EF0721.and adjusted by the National Geodetic Survey in 1992..
 EF0721.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0721.rate of 0.0 thru 1.0 mm/km.
 EF0721
 EF0721.The geoid height was determined by GEOID03.
 EF0721
 EF0721.The dynamic height is computed by dividing the NAVD 88
 EF0721.geopotential number by the normal gravity value computed on the
 EF0721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0721.degrees latitude (g = 980.6199 gals.).
 EF0721
 EF0721.The modeled gravity was interpolated from observed gravity values.
 EF0721
 EF0721;                    North         East    Units  Estimated Accuracy
 EF0721;SPC AL E     -   457,770.      132,880.      MT  (+/- 180 meters Scaled)
 EF0721
 EF0721                          SUPERSEDED SURVEY CONTROL
 EF0721
 EF0721  NGVD 29 (??/??/92)  185.351  (m)          608.11   (f) ADJ UNCH    2 0
 EF0721
 EF0721.Superseded values are not recommended for survey control.
 EF0721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0721.See file dsdata.txt to determine how the superseded data were derived.
 EF0721
 EF0721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED398316(NAD 83)
 EF0721_MARKER: DB = BENCH MARK DISK
 EF0721_SETTING: 66 = SET IN ROCK OUTCROP
 EF0721_SP_SET: BED ROCK
 EF0721_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0721+STABILITY: POSITION/ELEVATION WELL
 EF0721
 EF0721  HISTORY     - Date     Condition        Report By
 EF0721  HISTORY     - UNK      MONUMENTED       CGS
 EF0721  HISTORY     - 1934     GOOD             NGS
 EF0721  HISTORY     - 1960     GOOD             AMS
 EF0721
 EF0721                          STATION DESCRIPTION
 EF0721
 EF0721'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0721'2.0 MI S FROM LILY FLAGG.
 EF0721'DISC SET IN BED ROCK WHICH IS A FLAT STONE ABOUT 6 FT. SQUARE, 30 FT.
 EF0721'WEST OF TRACK, MILE 55 AND 27 POLES, AND AT THE WEST EDGE OF FARM
 EF0721'ROAD.  ROCK PROTRUDES ABOVE GROUND 2 FEET.  TOP OF STONE IS V SHAPE
 EF0721'AND DISC IS IN WEST EDGE OF ROCK, ABOUT 1600 FEET NORTH EAST OF LEWIS
 EF0721'FLEMINGS FARM RESIDENCE.  NOTE-- RAILROAD IS THE LOUISVILLE AND
 EF0721'NASHVILLE.
 EF0721
 EF0721                          STATION RECOVERY (1960)
 EF0721
 EF0721'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 EF0721'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1883 ***********************************************************************
 DG1883  DESIGNATION -  E 56
 DG1883  PID         -  DG1883
 DG1883  STATE/COUNTY-  AL/TALLADEGA
 DG1883  USGS QUAD   -  MUNFORD (1983)
 DG1883
 DG1883                         *CURRENT SURVEY CONTROL
 DG1883  ___________________________________________________________________
 DG1883* NAD 83(1986)-  33 32 57.     (N)    085 56 09.     (W)     SCALED    
 DG1883* NAVD 88     -       177.813  (meters)     583.37   (feet)  ADJUSTED  
 DG1883  ___________________________________________________________________
 DG1883  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG1883  DYNAMIC HT  -         177.621 (meters)     582.74  (feet)  COMP
 DG1883  MODELED GRAV-     979,556.4   (mgal)                       NAVD 88
 DG1883
 DG1883  VERT ORDER  -  SECOND    CLASS 0
 DG1883
 DG1883.The horizontal coordinates were scaled from a topographic map and have
 DG1883.an estimated accuracy of +/- 6 seconds.
 DG1883
 DG1883.The orthometric height was determined by differential leveling
 DG1883.and adjusted by the National Geodetic Survey in June 1991..
 DG1883
 DG1883.The geoid height was determined by GEOID03.
 DG1883
 DG1883.The dynamic height is computed by dividing the NAVD 88
 DG1883.geopotential number by the normal gravity value computed on the
 DG1883.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1883.degrees latitude (g = 980.6199 gals.).
 DG1883
 DG1883.The modeled gravity was interpolated from observed gravity values.
 DG1883
 DG1883;                    North         East    Units  Estimated Accuracy
 DG1883;SPC AL E     -   338,110.      190,480.      MT  (+/- 180 meters Scaled)
 DG1883
 DG1883                          SUPERSEDED SURVEY CONTROL
 DG1883
 DG1883  NGVD 29 (??/??/92)  177.737  (m)          583.13   (f) ADJ UNCH    2 0
 DG1883
 DG1883.Superseded values are not recommended for survey control.
 DG1883.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1883.See file dsdata.txt to determine how the superseded data were derived.
 DG1883
 DG1883_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC987126(NAD 83)
 DG1883_MARKER: DB = BENCH MARK DISK
 DG1883_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1883_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1883_STAMPING: E 56 1934
 DG1883_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1883+STABILITY: SURFACE MOTION
 DG1883
 DG1883  HISTORY     - Date     Condition        Report By
 DG1883  HISTORY     - 1934     MONUMENTED       CGS
 DG1883
 DG1883                          STATION DESCRIPTION
 DG1883
 DG1883'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG1883'AT JENIFER.
 DG1883'E-56 IS LOCATED AT JENIFER ALONG THE SOUTHERN RAILWAY SYSTEM,
 DG1883'0.3 OF MILE NORTH OF CROSSING OF SOUTHERN RWY. AND LOUISVILLE
 DG1883'AND NASHVILLE R.R., 105 YARDS SOUTH OF SOUTHWEST CORNER OF
 DG1883'STATION, 60 YARDS SOUTHWEST OF CROSSING OF RAILROAD AND ROAD,
 DG1883'53.8 FEET WEST OF WEST RAIL OF TRACK, ON SLOPE OF A HILL.  STANDARD
 DG1883'TABLET SET IN TOP OF A CONCRETE POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1194 ***********************************************************************
 EF1194  DESIGNATION -  E 57
 EF1194  PID         -  EF1194
 EF1194  STATE/COUNTY-  AL/ETOWAH
 EF1194  USGS QUAD   -  GADSDEN WEST (1985)
 EF1194
 EF1194                         *CURRENT SURVEY CONTROL
 EF1194  ___________________________________________________________________
 EF1194* NAD 83(1986)-  34 01 14.     (N)    086 01 12.     (W)     SCALED    
 EF1194* NAVD 88     -       170.710  (meters)     560.07   (feet)  ADJUSTED  
 EF1194  ___________________________________________________________________
 EF1194  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 EF1194  DYNAMIC HT  -         170.532 (meters)     559.49  (feet)  COMP
 EF1194  MODELED GRAV-     979,587.4   (mgal)                       NAVD 88
 EF1194
 EF1194  VERT ORDER  -  SECOND    CLASS 0
 EF1194
 EF1194.The horizontal coordinates were scaled from a topographic map and have
 EF1194.an estimated accuracy of +/- 6 seconds.
 EF1194
 EF1194.The orthometric height was determined by differential leveling
 EF1194.and adjusted by the National Geodetic Survey in June 1991..
 EF1194
 EF1194.The geoid height was determined by GEOID03.
 EF1194
 EF1194.The dynamic height is computed by dividing the NAVD 88
 EF1194.geopotential number by the normal gravity value computed on the
 EF1194.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1194.degrees latitude (g = 980.6199 gals.).
 EF1194
 EF1194.The modeled gravity was interpolated from observed gravity values.
 EF1194
 EF1194;                    North         East    Units  Estimated Accuracy
 EF1194;SPC AL E     -   390,400.      182,760.      MT  (+/- 180 meters Scaled)
 EF1194
 EF1194                          SUPERSEDED SURVEY CONTROL
 EF1194
 EF1194  NGVD 29 (??/??/92)  170.681  (m)          559.98   (f) ADJ UNCH    2 0
 EF1194
 EF1194.Superseded values are not recommended for survey control.
 EF1194.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1194.See file dsdata.txt to determine how the superseded data were derived.
 EF1194
 EF1194_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC904648(NAD 83)
 EF1194_MARKER: DB = BENCH MARK DISK
 EF1194_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1194_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1194_STAMPING: E-57--1934
 EF1194_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1194+STABILITY: SURFACE MOTION
 EF1194
 EF1194  HISTORY     - Date     Condition        Report By
 EF1194  HISTORY     - 1934     MONUMENTED       CGS
 EF1194  HISTORY     - 1947     MARK NOT FOUND   NGS
 EF1194
 EF1194                          STATION DESCRIPTION
 EF1194
 EF1194'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF1194'IN GADSDEN.
 EF1194'IS LOCATED AT GADSDEN AT THE CROSSING OF THE LOUISVILLE AND NASHVILLE
 EF1194'R.R. WITH U.S. HWY. 241 AND U.S. HWY. 11.  0.65 MILE NORTHWEST OF
 EF1194'STATION.  82 FEET SOUTHEAST OF INTERSECTION OF U.S. HWY. 11 AND 241.
 EF1194'50 FEET SOUTH OF NORTHWEST END OF SWITCH.  50 FEET EAST OF CENTERLINE
 EF1194'OF HIGHWAY.  26.8 FEET SOUTHWEST OF SOUTHWEST RAIL OF MAIN TRACK.
 EF1194'STANDARD TABLET SET IN TOP OF CONCRETE POST 4 INCHES HIGH.
 EF1194
 EF1194                          STATION RECOVERY (1947)
 EF1194
 EF1194'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 EF1194'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0135 ***********************************************************************
 DH0135  DESIGNATION -  E 59
 DH0135  PID         -  DH0135
 DH0135  STATE/COUNTY-  AL/ST CLAIR
 DH0135  USGS QUAD   -  RAGLAND (1972)
 DH0135
 DH0135                         *CURRENT SURVEY CONTROL
 DH0135  ___________________________________________________________________
 DH0135* NAD 83(1986)-  33 44 38.     (N)    086 12 58.     (W)     SCALED    
 DH0135* NAVD 88     -       174.416  (meters)     572.23   (feet)  ADJUSTED  
 DH0135  ___________________________________________________________________
 DH0135  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DH0135  DYNAMIC HT  -         174.229 (meters)     571.62  (feet)  COMP
 DH0135  MODELED GRAV-     979,559.8   (mgal)                       NAVD 88
 DH0135
 DH0135  VERT ORDER  -  SECOND    CLASS 0
 DH0135
 DH0135.The horizontal coordinates were scaled from a topographic map and have
 DH0135.an estimated accuracy of +/- 6 seconds.
 DH0135
 DH0135.The orthometric height was determined by differential leveling
 DH0135.and adjusted by the National Geodetic Survey in June 1991..
 DH0135
 DH0135.The geoid height was determined by GEOID03.
 DH0135
 DH0135.The dynamic height is computed by dividing the NAVD 88
 DH0135.geopotential number by the normal gravity value computed on the
 DH0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0135.degrees latitude (g = 980.6199 gals.).
 DH0135
 DH0135.The modeled gravity was interpolated from observed gravity values.
 DH0135
 DH0135;                    North         East    Units  Estimated Accuracy
 DH0135;SPC AL E     -   359,760.      164,530.      MT  (+/- 180 meters Scaled)
 DH0135
 DH0135                          SUPERSEDED SURVEY CONTROL
 DH0135
 DH0135  NGVD 29 (??/??/92)  174.372  (m)          572.09   (f) ADJ UNCH    2 0
 DH0135
 DH0135.Superseded values are not recommended for survey control.
 DH0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0135.See file dsdata.txt to determine how the superseded data were derived.
 DH0135
 DH0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC726340(NAD 83)
 DH0135_MARKER: DB = BENCH MARK DISK
 DH0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0135_STAMPING: E-59--1934
 DH0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0135+STABILITY: SURFACE MOTION
 DH0135
 DH0135  HISTORY     - Date     Condition        Report By
 DH0135  HISTORY     - 1934     MONUMENTED       CGS
 DH0135
 DH0135                          STATION DESCRIPTION
 DH0135
 DH0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0135'6.7 MI NE FROM WATTSVILLE.
 DH0135'IS LOCATED 6.7 MILES NORTHEAST OF THE S.A.L. RAILWAY DEPOT AT
 DH0135'WATTSVILLE.  105 YARDS NORTH OF THE JUNCTION OF ROAD EAST WITH ROAD TO
 DH0135'ASHVILLE.  20 YARDS NORTH OF NORTHWEST END OF A DOUBLE CORRUGATED IRON
 DH0135'CULVERT.  27.0 FEET WEST OF CENTERLINE OF RAOD.  4.5 FEET SOUTHWEST OF
 DH0135'A FENCE CORNER.  2.3 FEET WEST OF CURVE ALONG ROAD STANDARD TABLET SET
 DH0135'IN TOP OF CONCRETE POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0984 ***********************************************************************
 EF0984  DESIGNATION -  E 62
 EF0984  PID         -  EF0984
 EF0984  STATE/COUNTY-  AL/MARION
 EF0984  USGS QUAD   -  HAMILTON (1983)
 EF0984
 EF0984                         *CURRENT SURVEY CONTROL
 EF0984  ___________________________________________________________________
 EF0984* NAD 83(1986)-  34 14 18.     (N)    087 53 51.     (W)     SCALED    
 EF0984* NAVD 88     -       189.205  (meters)     620.75   (feet)  ADJUSTED  
 EF0984  ___________________________________________________________________
 EF0984  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EF0984  DYNAMIC HT  -         189.012 (meters)     620.12  (feet)  COMP
 EF0984  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 EF0984
 EF0984  VERT ORDER  -  SECOND    CLASS 0
 EF0984
 EF0984.The horizontal coordinates were scaled from a topographic map and have
 EF0984.an estimated accuracy of +/- 6 seconds.
 EF0984
 EF0984.The orthometric height was determined by differential leveling
 EF0984.and adjusted by the National Geodetic Survey in June 1991..
 EF0984
 EF0984.The geoid height was determined by GEOID03.
 EF0984
 EF0984.The dynamic height is computed by dividing the NAVD 88
 EF0984.geopotential number by the normal gravity value computed on the
 EF0984.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0984.degrees latitude (g = 980.6199 gals.).
 EF0984
 EF0984.The modeled gravity was interpolated from observed gravity values.
 EF0984
 EF0984;                    North         East    Units  Estimated Accuracy
 EF0984;SPC AL W     -   470,030.      563,380.      MT  (+/- 180 meters Scaled)
 EF0984
 EF0984                          SUPERSEDED SURVEY CONTROL
 EF0984
 EF0984  NGVD 29 (??/??/92)  189.144  (m)          620.55   (f) ADJ UNCH    2 0
 EF0984
 EF0984.Superseded values are not recommended for survey control.
 EF0984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0984.See file dsdata.txt to determine how the superseded data were derived.
 EF0984
 EF0984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC173889(NAD 83)
 EF0984_MARKER: DB = BENCH MARK DISK
 EF0984_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0984_SP_SET: BRIDGE
 EF0984_STAMPING: E 62 1934
 EF0984_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0984
 EF0984  HISTORY     - Date     Condition        Report By
 EF0984  HISTORY     - 1934     MONUMENTED       CGS
 EF0984
 EF0984                          STATION DESCRIPTION
 EF0984
 EF0984'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0984'4.9 MI S FROM HACKLEBURG.
 EF0984'4.9 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE ILLINOIS CENTRAL
 EF0984'RAILROAD STATION AT HACKLEBURG, MARION COUNTY, AT A 190-FOOT CONCRETE
 EF0984'BRIDGE OVER A CREEK IN A DEEP RAVINE, AND IN THE TOP OF THE SOUTHEAST
 EF0984'CONCRETE WING WALL.  A STANDARD DISK, STAMPED E 62 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1826 ***********************************************************************
 DG1826  DESIGNATION -  E 63
 DG1826  PID         -  DG1826
 DG1826  STATE/COUNTY-  AL/CLEBURNE
 DG1826  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1826
 DG1826                         *CURRENT SURVEY CONTROL
 DG1826  ___________________________________________________________________
 DG1826* NAD 83(1986)-  33 31 25.     (N)    085 38 15.     (W)     SCALED    
 DG1826* NAVD 88     -       265.302  (meters)     870.41   (feet)  ADJUSTED  
 DG1826  ___________________________________________________________________
 DG1826  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1826  DYNAMIC HT  -         265.010 (meters)     869.45  (feet)  COMP
 DG1826  MODELED GRAV-     979,528.6   (mgal)                       NAVD 88
 DG1826
 DG1826  VERT ORDER  -  SECOND    CLASS 0
 DG1826
 DG1826.The horizontal coordinates were scaled from a topographic map and have
 DG1826.an estimated accuracy of +/- 6 seconds.
 DG1826
 DG1826.The orthometric height was determined by differential leveling
 DG1826.and adjusted by the National Geodetic Survey in June 1991..
 DG1826
 DG1826.The geoid height was determined by GEOID03.
 DG1826
 DG1826.The dynamic height is computed by dividing the NAVD 88
 DG1826.geopotential number by the normal gravity value computed on the
 DG1826.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1826.degrees latitude (g = 980.6199 gals.).
 DG1826
 DG1826.The modeled gravity was interpolated from observed gravity values.
 DG1826
 DG1826;                    North         East    Units  Estimated Accuracy
 DG1826;SPC AL E     -   335,280.      218,190.      MT  (+/- 180 meters Scaled)
 DG1826
 DG1826                          SUPERSEDED SURVEY CONTROL
 DG1826
 DG1826  NGVD 29 (??/??/92)  265.239  (m)          870.21   (f) ADJ UNCH    2 0
 DG1826
 DG1826.Superseded values are not recommended for survey control.
 DG1826.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1826.See file dsdata.txt to determine how the superseded data were derived.
 DG1826
 DG1826_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC265101(NAD 83)
 DG1826_MARKER: DD = SURVEY DISK
 DG1826_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1826_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1826_STAMPING: E 63 1934
 DG1826_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1826+STABILITY: SURFACE MOTION
 DG1826
 DG1826  HISTORY     - Date     Condition        Report By
 DG1826  HISTORY     - 1934     MONUMENTED       CGS
 DG1826  HISTORY     - 1941     GOOD             NGS
 DG1826  HISTORY     - 1967     MARK NOT FOUND   USGS
 DG1826
 DG1826                          STATION DESCRIPTION
 DG1826
 DG1826'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DG1826'10.3 MI SW FROM HEFLIN.
 DG1826'10.3 MILES SOUTH-WEST ALONG STATE HIGHWAY 9 FROM THE COUNTY
 DG1826'COURT HOUSE AT HEFLIN, 300 FEET SOUTH OF THE CENTER-LINE OF THE
 DG1826'INTERSECTION OF STATE HIGHWAY 37, 25 FEET EAST OF THE CENTER-LINE
 DG1826'OF A ROAD LEADING OFF STATE HIGHWAY 37, 53 FEET SOUTH-WEST OF THE
 DG1826'CENTER-LINE OF HIGHWAY 37, 1 FOOT EAST OF A WHITE MARKER POST
 DG1826'STENCILED U.S.B.M.  A STANDARD DISK SET IN THE TOP OF A CONCRETE
 DG1826'POST.
 DG1826
 DG1826                          STATION RECOVERY (1967)
 DG1826
 DG1826'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DG1826'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0547 ***********************************************************************
 BU0547  DESIGNATION -  E 65
 BU0547  PID         -  BU0547
 BU0547  STATE/COUNTY-  AL/CONECUH
 BU0547  USGS QUAD   -  MC KENZIE (1986)
 BU0547
 BU0547                         *CURRENT SURVEY CONTROL
 BU0547  ___________________________________________________________________
 BU0547* NAD 83(1986)-  31 30 35.     (N)    086 42 25.     (W)     SCALED    
 BU0547* NAVD 88     -       115.320  (meters)     378.35   (feet)  ADJUSTED  
 BU0547  ___________________________________________________________________
 BU0547  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 BU0547  DYNAMIC HT  -         115.179 (meters)     377.88  (feet)  COMP
 BU0547  MODELED GRAV-     979,419.2   (mgal)                       NAVD 88
 BU0547
 BU0547  VERT ORDER  -  SECOND    CLASS 0
 BU0547
 BU0547.The horizontal coordinates were scaled from a topographic map and have
 BU0547.an estimated accuracy of +/- 6 seconds.
 BU0547
 BU0547.The orthometric height was determined by differential leveling
 BU0547.and adjusted by the National Geodetic Survey in June 1991..
 BU0547
 BU0547.The geoid height was determined by GEOID03.
 BU0547
 BU0547.The dynamic height is computed by dividing the NAVD 88
 BU0547.geopotential number by the normal gravity value computed on the
 BU0547.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0547.degrees latitude (g = 980.6199 gals.).
 BU0547
 BU0547.The modeled gravity was interpolated from observed gravity values.
 BU0547
 BU0547;                    North         East    Units  Estimated Accuracy
 BU0547;SPC AL W     -   167,640.      675,330.      MT  (+/- 180 meters Scaled)
 BU0547
 BU0547                          SUPERSEDED SURVEY CONTROL
 BU0547
 BU0547  NGVD 29 (??/??/92)  115.323  (m)          378.36   (f) ADJ UNCH    2 0
 BU0547
 BU0547.Superseded values are not recommended for survey control.
 BU0547.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0547.See file dsdata.txt to determine how the superseded data were derived.
 BU0547
 BU0547_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV278861(NAD 83)
 BU0547_MARKER: DB = BENCH MARK DISK
 BU0547_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0547_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0547_STAMPING: E 65 1934
 BU0547_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0547+STABILITY: SURFACE MOTION
 BU0547
 BU0547  HISTORY     - Date     Condition        Report By
 BU0547  HISTORY     - 1934     MONUMENTED       CGS
 BU0547  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0547
 BU0547                          STATION DESCRIPTION
 BU0547
 BU0547'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0547'2 MI S FROM MCKENZIE.
 BU0547'IN CONECUH COUNTY, ABOUT 2 MILES SOUTH ALONG THE LOUISVILLE AND
 BU0547'NASHVILLE RAILROAD FROM THE STATION AT MCKENZIE, BUTLER COUNTY, ABOUT
 BU0547'0.2 MILE SOUTH OF MILEPOST 558, AT A ROAD CROSSING, 54 FEET SOUTH OF
 BU0547'THE CENTER LINE OF THE ROAD, AND 18 FEET WEST OF THE WEST RAIL.  A
 BU0547'STANDARD DISK, STAMPED E 65 1934 AND SET IN THE TOP OF A CONCRETE POST
 BU0547'PROJECTING ABOUT 2 INCHES ABOVE GROUND.
 BU0547
 BU0547                          STATION RECOVERY (1969)
 BU0547
 BU0547'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0547'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0385 ***********************************************************************
 BU0385  DESIGNATION -  E 66 RESET
 BU0385  PID         -  BU0385
 BU0385  STATE/COUNTY-  AL/COVINGTON
 BU0385  USGS QUAD   -  WING (1971)
 BU0385
 BU0385                         *CURRENT SURVEY CONTROL
 BU0385  ___________________________________________________________________
 BU0385* NAD 83(1986)-  31 02 47.     (N)    086 35 20.     (W)     SCALED    
 BU0385* NAVD 88     -        72.927  (meters)     239.26   (feet)  ADJUSTED  
 BU0385  ___________________________________________________________________
 BU0385  GEOID HEIGHT-         -26.99  (meters)                     GEOID03
 BU0385  DYNAMIC HT  -          72.836 (meters)     238.96  (feet)  COMP
 BU0385  MODELED GRAV-     979,404.2   (mgal)                       NAVD 88
 BU0385
 BU0385  VERT ORDER  -  SECOND    CLASS 0
 BU0385
 BU0385.The horizontal coordinates were scaled from a topographic map and have
 BU0385.an estimated accuracy of +/- 6 seconds.
 BU0385
 BU0385.The orthometric height was determined by differential leveling
 BU0385.and adjusted by the National Geodetic Survey in June 1991..
 BU0385
 BU0385.The geoid height was determined by GEOID03.
 BU0385
 BU0385.The dynamic height is computed by dividing the NAVD 88
 BU0385.geopotential number by the normal gravity value computed on the
 BU0385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0385.degrees latitude (g = 980.6199 gals.).
 BU0385
 BU0385.The modeled gravity was interpolated from observed gravity values.
 BU0385
 BU0385;                    North         East    Units  Estimated Accuracy
 BU0385;SPC AL E     -    60,820.      127,880.      MT  (+/- 180 meters Scaled)
 BU0385
 BU0385                          SUPERSEDED SURVEY CONTROL
 BU0385
 BU0385  NGVD 29 (??/??/92)   72.968  (m)          239.40   (f) ADJ UNCH    2 0
 BU0385
 BU0385.Superseded values are not recommended for survey control.
 BU0385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0385.See file dsdata.txt to determine how the superseded data were derived.
 BU0385
 BU0385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV392348(NAD 83)
 BU0385_MARKER: DD = SURVEY DISK
 BU0385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0385_STAMPING: E 66 RESET 1941
 BU0385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0385+STABILITY: SURFACE MOTION
 BU0385
 BU0385  HISTORY     - Date     Condition        Report By
 BU0385  HISTORY     - 1941     MONUMENTED       ALHD
 BU0385  HISTORY     - 1955     GOOD             NGS
 BU0385
 BU0385                          STATION DESCRIPTION
 BU0385
 BU0385'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0385'20.4 MI SW FROM ANDALUSIA.
 BU0385'10.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 29 FROM THE POST OFFICE AT
 BU0385'ANDALUSIA, THENCE 9.7 MILES SOUTH ALONG STATE HIGHWAY 88, 0.1 MILE
 BU0385'NORTHEAST OF THE JUNCTION OF A DIM ROAD LEADING SOUTHEAST, 0.4 MILE
 BU0385'NORTHEAST OF THE JUNCTION OF A ROAD LEADING NORTHWEST, 59 1/2 FEET
 BU0385'SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 120 1/2 FEET
 BU0385'SOUTH-SOUTHWEST OF THE SOUTHWEST END OF THE SOUTHEAST HEAD WALL OF A
 BU0385'3-BY-2-FOOT CONCRETE BOX CULVERT UNDER THE HIGHWAY, 20 1/2 FEET
 BU0385'EAST-NORTHEAST OF THE 3-RD TELEPHONE POLE NORTHEAST OF THE ROAD
 BU0385'JUNCTION, 3 FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF
 BU0385'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1203 ***********************************************************************
 BT1203  DESIGNATION -  E 67
 BT1203  PID         -  BT1203
 BT1203  STATE/COUNTY-  AL/COFFEE
 BT1203  USGS QUAD   -  NEW BROCKTON (1990)
 BT1203
 BT1203                         *CURRENT SURVEY CONTROL
 BT1203  ___________________________________________________________________
 BT1203* NAD 83(1986)-  31 24 23.     (N)    085 54 23.     (W)     SCALED    
 BT1203* NAVD 88     -       136.540  (meters)     447.96   (feet)  ADJUSTED  
 BT1203  ___________________________________________________________________
 BT1203  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BT1203  DYNAMIC HT  -         136.374 (meters)     447.42  (feet)  COMP
 BT1203  MODELED GRAV-     979,416.4   (mgal)                       NAVD 88
 BT1203
 BT1203  VERT ORDER  -  SECOND    CLASS 0
 BT1203
 BT1203.The horizontal coordinates were scaled from a topographic map and have
 BT1203.an estimated accuracy of +/- 6 seconds.
 BT1203
 BT1203.The orthometric height was determined by differential leveling
 BT1203.and adjusted by the National Geodetic Survey in June 1991..
 BT1203
 BT1203.The geoid height was determined by GEOID03.
 BT1203
 BT1203.The dynamic height is computed by dividing the NAVD 88
 BT1203.geopotential number by the normal gravity value computed on the
 BT1203.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1203.degrees latitude (g = 980.6199 gals.).
 BT1203
 BT1203.The modeled gravity was interpolated from observed gravity values.
 BT1203
 BT1203;                    North         East    Units  Estimated Accuracy
 BT1203;SPC AL E     -   100,490.      193,050.      MT  (+/- 180 meters Scaled)
 BT1203
 BT1203                          SUPERSEDED SURVEY CONTROL
 BT1203
 BT1203  NGVD 29 (??/??/92)  136.572  (m)          448.07   (f) ADJ UNCH    2 0
 BT1203
 BT1203.Superseded values are not recommended for survey control.
 BT1203.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1203.See file dsdata.txt to determine how the superseded data were derived.
 BT1203
 BT1203_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV039751(NAD 83)
 BT1203_MARKER: DB = BENCH MARK DISK
 BT1203_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1203_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1203_STAMPING: E 67 1935
 BT1203_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1203+STABILITY: SURFACE MOTION
 BT1203
 BT1203  HISTORY     - Date     Condition        Report By
 BT1203  HISTORY     - 1935     MONUMENTED       CGS
 BT1203
 BT1203                          STATION DESCRIPTION
 BT1203
 BT1203'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BT1203'2 MI E FROM NEW BROCKTON.
 BT1203'ABOUT 2 MILES EAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BT1203'THE STATION AT NEW BROCKTON, COFFEE COUNTY, ABOUT 0.4 MILE EAST
 BT1203'OF MILEPOST W 25, 69 FEET NORTHWEST OF THE CENTER OF A ROAD
 BT1203'CROSSING, AND 24 FEET NORTH OF THE NORTH RAIL.  A STANDARD DISK,
 BT1203'STAMPED E 67 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT1203'ABOUT 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0790 ***********************************************************************
 CM0790  DESIGNATION -  E 68
 CM0790  PID         -  CM0790
 CM0790  STATE/COUNTY-  AL/RUSSELL
 CM0790  USGS QUAD   -  PITTSVIEW (1984)
 CM0790
 CM0790                         *CURRENT SURVEY CONTROL
 CM0790  ___________________________________________________________________
 CM0790* NAD 83(1986)-  32 11 43.     (N)    085 11 42.     (W)     SCALED    
 CM0790* NAVD 88     -        75.044  (meters)     246.21   (feet)  ADJUSTED  
 CM0790  ___________________________________________________________________
 CM0790  GEOID HEIGHT-         -26.67  (meters)                     GEOID03
 CM0790  DYNAMIC HT  -          74.958 (meters)     245.92  (feet)  COMP
 CM0790  MODELED GRAV-     979,499.8   (mgal)                       NAVD 88
 CM0790
 CM0790  VERT ORDER  -  SECOND    CLASS 0
 CM0790
 CM0790.The horizontal coordinates were scaled from a topographic map and have
 CM0790.an estimated accuracy of +/- 6 seconds.
 CM0790
 CM0790.The orthometric height was determined by differential leveling
 CM0790.and adjusted by the National Geodetic Survey in June 1991..
 CM0790
 CM0790.The geoid height was determined by GEOID03.
 CM0790
 CM0790.The dynamic height is computed by dividing the NAVD 88
 CM0790.geopotential number by the normal gravity value computed on the
 CM0790.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0790.degrees latitude (g = 980.6199 gals.).
 CM0790
 CM0790.The modeled gravity was interpolated from observed gravity values.
 CM0790
 CM0790;                    North         East    Units  Estimated Accuracy
 CM0790;SPC AL E     -   188,140.      260,190.      MT  (+/- 180 meters Scaled)
 CM0790
 CM0790                          SUPERSEDED SURVEY CONTROL
 CM0790
 CM0790  NGVD 29 (??/??/92)   75.071  (m)          246.30   (f) ADJ UNCH    2 0
 CM0790
 CM0790.Superseded values are not recommended for survey control.
 CM0790.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0790.See file dsdata.txt to determine how the superseded data were derived.
 CM0790
 CM0790_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA701635(NAD 83)
 CM0790_MARKER: DB = BENCH MARK DISK
 CM0790_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0790_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0790_STAMPING: E 68 1934
 CM0790_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0790+STABILITY: SURFACE MOTION
 CM0790
 CM0790  HISTORY     - Date     Condition        Report By
 CM0790  HISTORY     - 1934     MONUMENTED       CGS
 CM0790  HISTORY     - 1972     POOR             USGS
 CM0790
 CM0790                          STATION DESCRIPTION
 CM0790
 CM0790'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM0790'1.9 MI W FROM PITTSVIEW.
 CM0790'ABOUT 1.9 MILES WEST ALONG THE SEABOARD AIR LINE RAILROAD FROM
 CM0790'THE CROSSING OF U.S. HIGHWAY 241 AT PITTSVIEW, ABOUT 7 1/2 RAILS
 CM0790'EAST OF MILE POST 763, 25 1/2 FEET SOUTH OF THE SOUTH RAIL, 4
 CM0790'FEET SOUTHWEST OF THE SECOND TELEPHONE POLE EAST OF MILE POST,
 CM0790'1 FOOT NORTH OF LINE OF TELEPHONE POLES, 39 FEET NORTH OF R/W
 CM0790'FENCE LINE, ABOUT 4 FEET BELOW THE TRACK AND SET IN THE TOP OF
 CM0790'A CONCRETE POST PROJECTING 2 INCHES.
 CM0790
 CM0790                          STATION RECOVERY (1972)
 CM0790
 CM0790'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CM0790'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1180 ***********************************************************************
 CM1180  DESIGNATION -  E 69
 CM1180  PID         -  CM1180
 CM1180  STATE/COUNTY-  AL/MACON
 CM1180  USGS QUAD   -  TUSKEGEE (1983)
 CM1180
 CM1180                         *CURRENT SURVEY CONTROL
 CM1180  ___________________________________________________________________
 CM1180* NAD 83(1986)-  32 28 08.     (N)    085 41 55.     (W)     SCALED    
 CM1180* NAVD 88     -        77.624  (meters)     254.67   (feet)  ADJUSTED  
 CM1180  ___________________________________________________________________
 CM1180  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CM1180  DYNAMIC HT  -          77.533 (meters)     254.37  (feet)  COMP
 CM1180  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 CM1180
 CM1180  VERT ORDER  -  SECOND    CLASS 0
 CM1180
 CM1180.The horizontal coordinates were scaled from a topographic map and have
 CM1180.an estimated accuracy of +/- 6 seconds.
 CM1180
 CM1180.The orthometric height was determined by differential leveling
 CM1180.and adjusted by the National Geodetic Survey in June 1991..
 CM1180
 CM1180.The geoid height was determined by GEOID03.
 CM1180
 CM1180.The dynamic height is computed by dividing the NAVD 88
 CM1180.geopotential number by the normal gravity value computed on the
 CM1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1180.degrees latitude (g = 980.6199 gals.).
 CM1180
 CM1180.The modeled gravity was interpolated from observed gravity values.
 CM1180
 CM1180;                    North         East    Units  Estimated Accuracy
 CM1180;SPC AL E     -   218,310.      212,670.      MT  (+/- 180 meters Scaled)
 CM1180
 CM1180                          SUPERSEDED SURVEY CONTROL
 CM1180
 CM1180  NGVD 29 (??/??/92)   77.59   (m)          254.6    (f) COMPUTED    2 0
 CM1180
 CM1180.Superseded values are not recommended for survey control.
 CM1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1180.See file dsdata.txt to determine how the superseded data were derived.
 CM1180
 CM1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA222931(NAD 83)
 CM1180_MARKER: DB = BENCH MARK DISK
 CM1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1180_STAMPING: E 69 1934
 CM1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1180+STABILITY: SURFACE MOTION
 CM1180
 CM1180  HISTORY     - Date     Condition        Report By
 CM1180  HISTORY     - 1934     MONUMENTED       CGS
 CM1180  HISTORY     - 1970     MARK NOT FOUND   USGS
 CM1180
 CM1180                          STATION DESCRIPTION
 CM1180
 CM1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1180'1.2 MI SE FROM CHEHAW.
 CM1180'E-69 IS LOCATED 1.2 MILES SOUTHEAST OF THE TUSKEGEE RAILROAD
 CM1180'DEPOT AT CHEHAW, 3.8 MILES NORTHWEST OF TUSKEGEE, 92 FEET WEST
 CM1180'OF ROAD CROSSING, 20.6 FEET SOUTH OF SOUTH RAIL OF TRACK.  STANDARD
 CM1180'TABLET SET IN TOP OF CONCRETE POST 3 INCHES HIGH.
 CM1180
 CM1180                          STATION RECOVERY (1970)
 CM1180
 CM1180'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM1180'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0924 ***********************************************************************
 BT0924  DESIGNATION -  E 71
 BT0924  PID         -  BT0924
 BT0924  STATE/COUNTY-  AL/HOUSTON
 BT0924  USGS QUAD   -  DOTHAN EAST (1981)
 BT0924
 BT0924                         *CURRENT SURVEY CONTROL
 BT0924  ___________________________________________________________________
 BT0924* NAD 83(1986)-  31 11 46.     (N)    085 15 49.     (W)     SCALED    
 BT0924* NAVD 88     -        84.693  (meters)     277.86   (feet)  ADJUSTED  
 BT0924  ___________________________________________________________________
 BT0924  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BT0924  DYNAMIC HT  -          84.588 (meters)     277.52  (feet)  COMP
 BT0924  MODELED GRAV-     979,392.8   (mgal)                       NAVD 88
 BT0924
 BT0924  VERT ORDER  -  SECOND    CLASS 0
 BT0924
 BT0924.The horizontal coordinates were scaled from a topographic map and have
 BT0924.an estimated accuracy of +/- 6 seconds.
 BT0924
 BT0924.The orthometric height was determined by differential leveling
 BT0924.and adjusted by the National Geodetic Survey in June 1991..
 BT0924
 BT0924.The geoid height was determined by GEOID03.
 BT0924
 BT0924.The dynamic height is computed by dividing the NAVD 88
 BT0924.geopotential number by the normal gravity value computed on the
 BT0924.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0924.degrees latitude (g = 980.6199 gals.).
 BT0924
 BT0924.The modeled gravity was interpolated from observed gravity values.
 BT0924
 BT0924;                    North         East    Units  Estimated Accuracy
 BT0924;SPC AL E     -    77,310.      254,300.      MT  (+/- 180 meters Scaled)
 BT0924
 BT0924                          SUPERSEDED SURVEY CONTROL
 BT0924
 BT0924  NGVD 29 (??/??/92)   84.800  (m)          278.21   (f) ADJ UNCH    2 0
 BT0924
 BT0924.Superseded values are not recommended for survey control.
 BT0924.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0924.See file dsdata.txt to determine how the superseded data were derived.
 BT0924
 BT0924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV654526(NAD 83)
 BT0924_MARKER: DB = BENCH MARK DISK
 BT0924_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0924_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0924_STAMPING: E 71 1934
 BT0924_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0924+STABILITY: SURFACE MOTION
 BT0924
 BT0924  HISTORY     - Date     Condition        Report By
 BT0924  HISTORY     - 1934     MONUMENTED       CGS
 BT0924  HISTORY     - 1952     GOOD             NGS
 BT0924
 BT0924                          STATION DESCRIPTION
 BT0924
 BT0924'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 BT0924'1.8 MI W FROM ASHFORD.
 BT0924'ABOUT 1.8 MILES WEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BT0924'THE STATION AT ASHFORD, ABOUT 0.25 MILE WEST OF MILE POST N 774,
 BT0924'AT A ROAD CROSSING, 95 FEET SOUTH OF THE SOUTH RAIL, 37 FEET
 BT0924'SOUTHWEST OF CENTER LINE OF ROAD, 117 FEET SOUTHEAST OF THE FIRST
 BT0924'TELEPHONE POLE WEST OF THE CROSSING, 74 FEET SOUTH-SOUTHWEST AND
 BT0924'ACROSS ROAD FROM A CROSSING WARNING SIGN, 1 FOOT WEST OF A WHITE
 BT0924'WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND SET
 BT0924'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1198 ***********************************************************************
 BT1198  DESIGNATION -  E 72
 BT1198  PID         -  BT1198
 BT1198  STATE/COUNTY-  AL/GENEVA
 BT1198  USGS QUAD   -  GENEVA EAST (1979)
 BT1198
 BT1198                         *CURRENT SURVEY CONTROL
 BT1198  ___________________________________________________________________
 BT1198* NAD 83(1986)-  31 01 56.     (N)    085 52 07.     (W)     SCALED    
 BT1198* NAVD 88     -        30.888  (meters)     101.34   (feet)  ADJUSTED  
 BT1198  ___________________________________________________________________
 BT1198  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 BT1198  DYNAMIC HT  -          30.849 (meters)     101.21  (feet)  COMP
 BT1198  MODELED GRAV-     979,384.2   (mgal)                       NAVD 88
 BT1198
 BT1198  VERT ORDER  -  SECOND    CLASS 0
 BT1198
 BT1198.The horizontal coordinates were scaled from a topographic map and have
 BT1198.an estimated accuracy of +/- 6 seconds.
 BT1198
 BT1198.The orthometric height was determined by differential leveling
 BT1198.and adjusted by the National Geodetic Survey in June 1991..
 BT1198
 BT1198.The geoid height was determined by GEOID03.
 BT1198
 BT1198.The dynamic height is computed by dividing the NAVD 88
 BT1198.geopotential number by the normal gravity value computed on the
 BT1198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1198.degrees latitude (g = 980.6199 gals.).
 BT1198
 BT1198.The modeled gravity was interpolated from observed gravity values.
 BT1198
 BT1198;                    North         East    Units  Estimated Accuracy
 BT1198;SPC AL E     -    59,000.      196,630.      MT  (+/- 180 meters Scaled)
 BT1198
 BT1198                          SUPERSEDED SURVEY CONTROL
 BT1198
 BT1198  NGVD 29 (??/??/92)   30.958  (m)          101.57   (f) ADJ UNCH    2 0
 BT1198
 BT1198.Superseded values are not recommended for survey control.
 BT1198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1198.See file dsdata.txt to determine how the superseded data were derived.
 BT1198
 BT1198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV079337(NAD 83)
 BT1198_MARKER: DB = BENCH MARK DISK
 BT1198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1198_STAMPING: 101.568 E 72 1935
 BT1198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1198+STABILITY: SURFACE MOTION
 BT1198
 BT1198  HISTORY     - Date     Condition        Report By
 BT1198  HISTORY     - 1935     MONUMENTED       CGS
 BT1198  HISTORY     - 1955     MARK NOT FOUND   NGS
 BT1198  HISTORY     - 1966     MARK NOT FOUND   USGS
 BT1198
 BT1198                          STATION DESCRIPTION
 BT1198
 BT1198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BT1198'AT GENEVA.
 BT1198'MARK WOULD NOW BE LOCATED IN A DRIVE ALONG THE SOUTH SIDE OF
 BT1198'A GARMENT FACTORY.  CONSIDERABLE DIGGING WAS DONE IN THE VICINITY
 BT1198'BUT THE POST OR REMAINS WERE NOT FOUND.  AT GENEVA, GENEVA
 BT1198'COUNTY, 82 YARDS WEST OF THE SOUTHWEST CORNER OF THE LOUISVILLE AND
 BT1198'NASHVILLE RAILROAD STATION, AT THE CROSSING OF A ROAD (OLD STATE
 BT1198'HIGHWAY 27), 43 FEET WEST OF THE CENTER LINE OF THE ROAD, 35 FEET
 BT1198'NORTH OF THE NORTH RAIL OF THE MAIN-LINE TRACK, 7.8 FEET WEST OF
 BT1198'A POLE, AND IN LINE WITH A ROW OF POLES.  A STANDARD DISK, STAMPED
 BT1198'101.568 E 72 1935 AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT1198'3 INCHES ABOVE GROUND.
 BT1198
 BT1198                          STATION RECOVERY (1966)
 BT1198
 BT1198'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 BT1198'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1512 ***********************************************************************
 BU1512  DESIGNATION -  E 8
 BU1512  PID         -  BU1512
 BU1512  STATE/COUNTY-  AL/WILCOX
 BU1512  USGS QUAD   -  PINE HILL (1973)
 BU1512
 BU1512                         *CURRENT SURVEY CONTROL
 BU1512  ___________________________________________________________________
 BU1512* NAD 83(1986)-  31 58 46.     (N)    087 35 13.     (W)     SCALED    
 BU1512* NAVD 88     -        33.862  (meters)     111.10   (feet)  ADJUSTED  
 BU1512  ___________________________________________________________________
 BU1512  GEOID HEIGHT-         -27.95  (meters)                     GEOID03
 BU1512  DYNAMIC HT  -          33.823 (meters)     110.97  (feet)  COMP
 BU1512  MODELED GRAV-     979,460.7   (mgal)                       NAVD 88
 BU1512
 BU1512  VERT ORDER  -  FIRST     CLASS II
 BU1512
 BU1512.The horizontal coordinates were scaled from a topographic map and have
 BU1512.an estimated accuracy of +/- 6 seconds.
 BU1512
 BU1512.The orthometric height was determined by differential leveling
 BU1512.and adjusted by the National Geodetic Survey in June 1991..
 BU1512
 BU1512.The geoid height was determined by GEOID03.
 BU1512
 BU1512.The dynamic height is computed by dividing the NAVD 88
 BU1512.geopotential number by the normal gravity value computed on the
 BU1512.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1512.degrees latitude (g = 980.6199 gals.).
 BU1512
 BU1512.The modeled gravity was interpolated from observed gravity values.
 BU1512
 BU1512;                    North         East    Units  Estimated Accuracy
 BU1512;SPC AL W     -   219,450.      591,780.      MT  (+/- 180 meters Scaled)
 BU1512
 BU1512                          SUPERSEDED SURVEY CONTROL
 BU1512
 BU1512  NGVD 29 (??/??/92)   33.83   (m)          111.0    (f) COMPUTED    1 2
 BU1512
 BU1512.Superseded values are not recommended for survey control.
 BU1512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1512.See file dsdata.txt to determine how the superseded data were derived.
 BU1512
 BU1512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA445383(NAD 83)
 BU1512_MARKER: Z = SEE DESCRIPTION
 BU1512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1512_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1512+STABILITY: SURFACE MOTION
 BU1512
 BU1512  HISTORY     - Date     Condition        Report By
 BU1512  HISTORY     - UNK      MONUMENTED       CGS
 BU1512  HISTORY     - 1950     MARK NOT FOUND   NGS
 BU1512
 BU1512                          STATION DESCRIPTION
 BU1512
 BU1512'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU1512'IN PINE HILL.
 BU1512'AT PINE HILL, WILCOX COUNTY, ON THE SOUTHERN RAILWAY, 65 FEET
 BU1512'NORTHEAST OF THE STATION, 70 FEET SOUTHWEST OF THE CROSSING OF STATE
 BU1512'HIGHWAY 5, 40 FEET NORTHEAST OF ANOTHER ROAD CROSSING, AND 15 FEET
 BU1512'SOUTHEAST OF THE CENTER LINE OF THE TRACK.  THE CENTER OF THE TOP OF A
 BU1512'CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0098 ***********************************************************************
 BV0098  DESIGNATION -  E 9
 BV0098  PID         -  BV0098
 BV0098  STATE/COUNTY-  AL/WASHINGTON
 BV0098  USGS QUAD   -  MC INTOSH (1982)
 BV0098
 BV0098                         *CURRENT SURVEY CONTROL
 BV0098  ___________________________________________________________________
 BV0098* NAD 83(1986)-  31 21 27.     (N)    088 00 36.     (W)     SCALED    
 BV0098* NAVD 88     -        15.028  (meters)      49.30   (feet)  ADJUSTED  
 BV0098  ___________________________________________________________________
 BV0098  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 BV0098  DYNAMIC HT  -          15.009 (meters)      49.24  (feet)  COMP
 BV0098  MODELED GRAV-     979,410.8   (mgal)                       NAVD 88
 BV0098
 BV0098  VERT ORDER  -  FIRST     CLASS II
 BV0098
 BV0098.The horizontal coordinates were scaled from a topographic map and have
 BV0098.an estimated accuracy of +/- 6 seconds.
 BV0098
 BV0098.The orthometric height was determined by differential leveling
 BV0098.and adjusted by the National Geodetic Survey in June 1991..
 BV0098
 BV0098.The geoid height was determined by GEOID03.
 BV0098
 BV0098.The dynamic height is computed by dividing the NAVD 88
 BV0098.geopotential number by the normal gravity value computed on the
 BV0098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0098.degrees latitude (g = 980.6199 gals.).
 BV0098
 BV0098.The modeled gravity was interpolated from observed gravity values.
 BV0098
 BV0098;                    North         East    Units  Estimated Accuracy
 BV0098;SPC AL W     -   150,600.      551,480.      MT  (+/- 180 meters Scaled)
 BV0098
 BV0098                          SUPERSEDED SURVEY CONTROL
 BV0098
 BV0098  NGVD 29 (??/??/92)   15.014  (m)           49.26   (f) ADJ UNCH    1 2
 BV0098
 BV0098.Superseded values are not recommended for survey control.
 BV0098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0098.See file dsdata.txt to determine how the superseded data were derived.
 BV0098
 BV0098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV039696(NAD 83)
 BV0098_MARKER: DB = BENCH MARK DISK
 BV0098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0098_STAMPING: E 9 ELEV. 49.298 FT.
 BV0098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0098+STABILITY: SURFACE MOTION
 BV0098
 BV0098  HISTORY     - Date     Condition        Report By
 BV0098  HISTORY     - UNK      MONUMENTED       CGS
 BV0098  HISTORY     - 1951     GOOD             NGS
 BV0098  HISTORY     - 1977     MARK NOT FOUND   USGS
 BV0098
 BV0098                          STATION DESCRIPTION
 BV0098
 BV0098'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BV0098'6.1 MI S FROM WAGAR.
 BV0098'ABOUT 6.1 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BV0098'WAGAR, ABOUT 7.05 MILES NORTH OF STATION AT MCINTOSH, 464 1/2 FEET
 BV0098'SOUTH OF MILE POST 101, 28.2 FEET WEST OF RAIL, 2 1/2 FEET
 BV0098'WEST-SOUTHWEST OF TELEPHONE POLE WHICH IS BETWEEN TWO CUTS AND
 BV0098'NUMBERED 1499 P 1 ON CROSS PIECE, 19 1/2 FEET EAST OF A FENCE LINE, 1
 BV0098'FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF
 BV0098'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 BV0098
 BV0098                          STATION RECOVERY (1977)
 BV0098
 BV0098'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BV0098'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0002 ***********************************************************************
 DJ0002  DESIGNATION -  E 94
 DJ0002  PID         -  DJ0002
 DJ0002  STATE/COUNTY-  AL/LAMAR
 DJ0002  USGS QUAD   -  BEAVERTON (1985)
 DJ0002
 DJ0002                         *CURRENT SURVEY CONTROL
 DJ0002  ___________________________________________________________________
 DJ0002* NAD 83(1986)-  33 55 57.     (N)    088 01 19.     (W)     SCALED    
 DJ0002* NAVD 88     -       109.558  (meters)     359.44   (feet)  ADJUSTED  
 DJ0002  ___________________________________________________________________
 DJ0002  GEOID HEIGHT-         -27.51  (meters)                     GEOID03
 DJ0002  DYNAMIC HT  -         109.447 (meters)     359.08  (feet)  COMP
 DJ0002  MODELED GRAV-     979,618.8   (mgal)                       NAVD 88
 DJ0002
 DJ0002  VERT ORDER  -  SECOND    CLASS 0
 DJ0002
 DJ0002.The horizontal coordinates were scaled from a topographic map and have
 DJ0002.an estimated accuracy of +/- 6 seconds.
 DJ0002
 DJ0002.The orthometric height was determined by differential leveling
 DJ0002.and adjusted by the National Geodetic Survey in June 1991..
 DJ0002
 DJ0002.The geoid height was determined by GEOID03.
 DJ0002
 DJ0002.The dynamic height is computed by dividing the NAVD 88
 DJ0002.geopotential number by the normal gravity value computed on the
 DJ0002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0002.degrees latitude (g = 980.6199 gals.).
 DJ0002
 DJ0002.The modeled gravity was interpolated from observed gravity values.
 DJ0002
 DJ0002;                    North         East    Units  Estimated Accuracy
 DJ0002;SPC AL W     -   436,150.      551,750.      MT  (+/- 180 meters Scaled)
 DJ0002
 DJ0002                          SUPERSEDED SURVEY CONTROL
 DJ0002
 DJ0002  NGVD 29 (??/??/92)  109.518  (m)          359.31   (f) ADJ UNCH    2 0
 DJ0002
 DJ0002.Superseded values are not recommended for survey control.
 DJ0002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0002.See file dsdata.txt to determine how the superseded data were derived.
 DJ0002
 DJ0002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC055551(NAD 83)
 DJ0002_MARKER: DB = BENCH MARK DISK
 DJ0002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0002_STAMPING: E 94 1935
 DJ0002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0002+STABILITY: SURFACE MOTION
 DJ0002
 DJ0002  HISTORY     - Date     Condition        Report By
 DJ0002  HISTORY     - 1935     MONUMENTED       CGS
 DJ0002  HISTORY     - 1946     GOOD             NGS
 DJ0002
 DJ0002                          STATION DESCRIPTION
 DJ0002
 DJ0002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ0002'IN BEAVERTON.
 DJ0002'AT BEAVERTON ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY, 54 FEET
 DJ0002'NORTHWEST OF THE NORTHWEST CORNER OF THE STATION, 29 FEET NORTH OF THE
 DJ0002'CENTER LINE OF THE MAIN TRACK, 4 FEET SOUTHWEST OF POLE NO. 641 + 30,
 DJ0002'2 FEET EAST OF A WOODEN WITNESS POST, FLUSH WITH THE GROUND AND ABOUT
 DJ0002'6 INCHES LOWER THAN THE TRACK LEVEL.  A BRONZE DISK SET IN THE TOP OF
 DJ0002'A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1760 ***********************************************************************
 DH1760  DESIGNATION -  E 95
 DH1760  PID         -  DH1760
 DH1760  STATE/COUNTY-  AL/WALKER
 DH1760  USGS QUAD   -  CARBON HILL (1983)
 DH1760
 DH1760                         *CURRENT SURVEY CONTROL
 DH1760  ___________________________________________________________________
 DH1760* NAD 83(1986)-  33 55 23.     (N)    087 35 50.     (W)     SCALED    
 DH1760* NAVD 88     -       174.308  (meters)     571.88   (feet)  ADJUSTED  
 DH1760  ___________________________________________________________________
 DH1760  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 DH1760  DYNAMIC HT  -         174.128 (meters)     571.28  (feet)  COMP
 DH1760  MODELED GRAV-     979,600.4   (mgal)                       NAVD 88
 DH1760
 DH1760  VERT ORDER  -  SECOND    CLASS 0
 DH1760
 DH1760.The horizontal coordinates were scaled from a topographic map and have
 DH1760.an estimated accuracy of +/- 6 seconds.
 DH1760
 DH1760.The orthometric height was determined by differential leveling
 DH1760.and adjusted by the National Geodetic Survey in June 1991..
 DH1760
 DH1760.The geoid height was determined by GEOID03.
 DH1760
 DH1760.The dynamic height is computed by dividing the NAVD 88
 DH1760.geopotential number by the normal gravity value computed on the
 DH1760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1760.degrees latitude (g = 980.6199 gals.).
 DH1760
 DH1760.The modeled gravity was interpolated from observed gravity values.
 DH1760
 DH1760;                    North         East    Units  Estimated Accuracy
 DH1760;SPC AL W     -   434,990.      591,010.      MT  (+/- 180 meters Scaled)
 DH1760
 DH1760                          SUPERSEDED SURVEY CONTROL
 DH1760
 DH1760  NGVD 29 (??/??/92)  174.266  (m)          571.74   (f) ADJ UNCH    2 0
 DH1760
 DH1760.Superseded values are not recommended for survey control.
 DH1760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1760.See file dsdata.txt to determine how the superseded data were derived.
 DH1760
 DH1760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC447537(NAD 83)
 DH1760_MARKER: DB = BENCH MARK DISK
 DH1760_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1760_SP_SET: OVERPASS
 DH1760_STAMPING: E 95 1935
 DH1760_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1760
 DH1760  HISTORY     - Date     Condition        Report By
 DH1760  HISTORY     - 1935     MONUMENTED       CGS
 DH1760  HISTORY     - 1944     GOOD             SLSFRR
 DH1760
 DH1760                          STATION DESCRIPTION
 DH1760
 DH1760'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1760'1.1 MI SE FROM ELDRIDGE.
 DH1760'1.1 MILES SOUTHEAST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DH1760'STATION AT ELDRIDGE, WALKER COUNTY, ONE POLE WEST OF MILEPOST 670, AT
 DH1760'A WOODEN OVERPASS, IN THE FACE OF THE WEST CONCRETE POST BASE, AND 10
 DH1760'FEET NORTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK, STAMPED E
 DH1760'95 1935 AND SET VERTICALLY.
 DH1760
 DH1760                          STATION RECOVERY (1944)
 DH1760
 DH1760'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DH1760'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1557 ***********************************************************************
 DH1557  DESIGNATION -  E 96
 DH1557  PID         -  DH1557
 DH1557  STATE/COUNTY-  AL/WALKER
 DH1557  USGS QUAD   -  NAUVOO (1981)
 DH1557
 DH1557                         *CURRENT SURVEY CONTROL
 DH1557  ___________________________________________________________________
 DH1557* NAD 83(1986)-  33 59 17.     (N)    087 29 23.     (W)     SCALED    
 DH1557* NAVD 88     -       168.016  (meters)     551.23   (feet)  ADJUSTED  
 DH1557  ___________________________________________________________________
 DH1557  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 DH1557  DYNAMIC HT  -         167.845 (meters)     550.67  (feet)  COMP
 DH1557  MODELED GRAV-     979,611.6   (mgal)                       NAVD 88
 DH1557
 DH1557  VERT ORDER  -  SECOND    CLASS 0
 DH1557
 DH1557.The horizontal coordinates were scaled from a topographic map and have
 DH1557.an estimated accuracy of +/- 6 seconds.
 DH1557
 DH1557.The orthometric height was determined by differential leveling
 DH1557.and adjusted by the National Geodetic Survey in June 1991..
 DH1557
 DH1557.The geoid height was determined by GEOID03.
 DH1557
 DH1557.The dynamic height is computed by dividing the NAVD 88
 DH1557.geopotential number by the normal gravity value computed on the
 DH1557.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1557.degrees latitude (g = 980.6199 gals.).
 DH1557
 DH1557.The modeled gravity was interpolated from observed gravity values.
 DH1557
 DH1557;                    North         East    Units  Estimated Accuracy
 DH1557;SPC AL W     -   442,190.      600,950.      MT  (+/- 180 meters Scaled)
 DH1557
 DH1557                          SUPERSEDED SURVEY CONTROL
 DH1557
 DH1557  NGVD 29 (??/??/92)  167.980  (m)          551.11   (f) ADJ UNCH    2 0
 DH1557
 DH1557.Superseded values are not recommended for survey control.
 DH1557.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1557.See file dsdata.txt to determine how the superseded data were derived.
 DH1557
 DH1557_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC547609(NAD 83)
 DH1557_MARKER: DB = BENCH MARK DISK
 DH1557_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1557_SP_SET: CONCRETE BASE
 DH1557_STAMPING: E-96 1935
 DH1557_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1557
 DH1557  HISTORY     - Date     Condition        Report By
 DH1557  HISTORY     - 1935     MONUMENTED       CGS
 DH1557  HISTORY     - 1949     MARK NOT FOUND   USGS
 DH1557
 DH1557                          STATION DESCRIPTION
 DH1557
 DH1557'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1557'IN NAUVOO.
 DH1557'ABOUT 200 FEET SOUTH OF MILEPOST 68, ABOUT 200 FEET NORTH OF WOODEN
 DH1557'TRESTLE, AND 10 FEET WEST OF THE CENTERLINE OF THE MAIN TRACK, IN THE
 DH1557'NORTHEAST CONCRETE BASE TO A SOUTHERN RAILROAD WATER TANK.
 DH1557
 DH1557                          STATION RECOVERY (1949)
 DH1557
 DH1557'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1949
 DH1557'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1529 ***********************************************************************
 DH1529  DESIGNATION -  E 97
 DH1529  PID         -  DH1529
 DH1529  STATE/COUNTY-  AL/WALKER
 DH1529  USGS QUAD   -  DORA (1983)
 DH1529
 DH1529                         *CURRENT SURVEY CONTROL
 DH1529  ___________________________________________________________________
 DH1529* NAD 83(1986)-  33 43 36.     (N)    087 05 40.     (W)     SCALED    
 DH1529* NAVD 88     -       117.838  (meters)     386.61   (feet)  ADJUSTED  
 DH1529  ___________________________________________________________________
 DH1529  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 DH1529  DYNAMIC HT  -         117.715 (meters)     386.20  (feet)  COMP
 DH1529  MODELED GRAV-     979,590.3   (mgal)                       NAVD 88
 DH1529
 DH1529  VERT ORDER  -  SECOND    CLASS 0
 DH1529
 DH1529.The horizontal coordinates were scaled from a topographic map and have
 DH1529.an estimated accuracy of +/- 6 seconds.
 DH1529
 DH1529.The orthometric height was determined by differential leveling
 DH1529.and adjusted by the National Geodetic Survey in June 1991..
 DH1529
 DH1529.The geoid height was determined by GEOID03.
 DH1529
 DH1529.The dynamic height is computed by dividing the NAVD 88
 DH1529.geopotential number by the normal gravity value computed on the
 DH1529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1529.degrees latitude (g = 980.6199 gals.).
 DH1529
 DH1529.The modeled gravity was interpolated from observed gravity values.
 DH1529
 DH1529;                    North         East    Units  Estimated Accuracy
 DH1529;SPC AL W     -   413,280.      637,580.      MT  (+/- 180 meters Scaled)
 DH1529
 DH1529                          SUPERSEDED SURVEY CONTROL
 DH1529
 DH1529  NGVD 29 (??/??/92)  117.818  (m)          386.54   (f) ADJ UNCH    2 0
 DH1529
 DH1529.Superseded values are not recommended for survey control.
 DH1529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1529.See file dsdata.txt to determine how the superseded data were derived.
 DH1529
 DH1529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC912318(NAD 83)
 DH1529_MARKER: DB = BENCH MARK DISK
 DH1529_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1529_SP_SET: CULVERT
 DH1529_STAMPING: E-97 1935
 DH1529_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1529
 DH1529  HISTORY     - Date     Condition        Report By
 DH1529  HISTORY     - 1935     MONUMENTED       CGS
 DH1529  HISTORY     - 1946     GOOD             NGS
 DH1529
 DH1529                          STATION DESCRIPTION
 DH1529
 DH1529'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1529'IN DORA.
 DH1529'100 FEET NORTH OF MILEPOST 708, 80 FEET SOUTH OF A RAILROAD CROSSING,
 DH1529'45 FEET EAST OF THE MAIN ST. LOUIS AND SAN FRANCISCO RAILROAD TRACK,
 DH1529'25 FEET WEST OF THE CENTERLINE OF RAILROAD STREET, IN THE CENTER OF A
 DH1529'CONCRETE HEADWALL TO A CULVERT.
 DH1529
 DH1529                          STATION RECOVERY (1946)
 DH1529
 DH1529'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH1529'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1658 ***********************************************************************
 DH1658  DESIGNATION -  E 98 RESET
 DH1658  PID         -  DH1658
 DH1658  STATE/COUNTY-  AL/FAYETTE
 DH1658  USGS QUAD   -  BANKSTON (1983)
 DH1658
 DH1658                         *CURRENT SURVEY CONTROL
 DH1658  ___________________________________________________________________
 DH1658* NAD 83(1986)-  33 37 51.     (N)    087 39 35.     (W)     SCALED    
 DH1658* NAVD 88     -       113.68   (meters)     373.0    (feet)  RESET     
 DH1658  ___________________________________________________________________
 DH1658  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 DH1658
 DH1658  VERT ORDER  -  THIRD
 DH1658
 DH1658.The horizontal coordinates were scaled from a topographic map and have
 DH1658.an estimated accuracy of +/- 6 seconds.
 DH1658
 DH1658.The orthometric height was computed from unverified reset data.
 DH1658
 DH1658.The geoid height was determined by GEOID03.
 DH1658
 DH1658;                    North         East    Units  Estimated Accuracy
 DH1658;SPC AL W     -   402,590.      585,180.      MT  (+/- 180 meters Scaled)
 DH1658
 DH1658                          SUPERSEDED SURVEY CONTROL
 DH1658
 DH1658.No superseded survey control is available for this station.
 DH1658
 DH1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC388214(NAD 83)
 DH1658_MARKER: DB = BENCH MARK DISK
 DH1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1658_STAMPING: E 98 RESET 1957
 DH1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1658+STABILITY: SURFACE MOTION
 DH1658
 DH1658  HISTORY     - Date     Condition        Report By
 DH1658  HISTORY     - 1957     MONUMENTED       CGS
 DH1658
 DH1658                          STATION DESCRIPTION
 DH1658
 DH1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1957
 DH1658'3.1 MI S FROM BANKSTON.
 DH1658'3.1 MILES SOUTH ALONG U.S. HIGHWAY 43 FROM THE SOUTHERN RAILROAD
 DH1658'STATION IN BANKSTON, 350 FEET EAST OF THE JUNCTION OF U.S. HIGHWAY 43
 DH1658'AND STATE HIGHWAY 18, ON PROPERTY OWNED BY MR. G.W. MORRIS, 189 FEET
 DH1658'SOUTH OF THE CENTERLINE OF STATE HIGHWAY 18, 67 FEET EAST OF THE
 DH1658'DRIVEWAY LEADING TO RESIDENCE OF W.M. LIETCH, 35.5 FEET NORTHWEST OF
 DH1658'THE NORTHEAST CORNER OF THE HOUSE, 31 FEET NORTHEAST OF THE NORTHWEST
 DH1658'CORNER OF THE HOUSE, 22 FEET NORTH OF THE NORTH SIDE OF THE HOUSE, 35
 DH1658'FEET EAST OF AN 18-INCH ELM TREE, AND 9 FEET NORTH OF THE DRIVE
 DH1658'LEADING TO THE GARAGE.  A STANDARD DISK, STAMPED E 98 RESET 1957 AND
 DH1658'SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1577 ***********************************************************************
 DH1577  DESIGNATION -  E 99
 DH1577  PID         -  DH1577
 DH1577  STATE/COUNTY-  AL/WALKER
 DH1577  USGS QUAD   -  PARRISH (1981)
 DH1577
 DH1577                         *CURRENT SURVEY CONTROL
 DH1577  ___________________________________________________________________
 DH1577* NAD 83(1986)-  33 42 50.     (N)    087 19 54.     (W)     SCALED    
 DH1577* NAVD 88     -       111.740  (meters)     366.60   (feet)  ADJUSTED  
 DH1577  ___________________________________________________________________
 DH1577  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DH1577  DYNAMIC HT  -         111.624 (meters)     366.22  (feet)  COMP
 DH1577  MODELED GRAV-     979,599.2   (mgal)                       NAVD 88
 DH1577
 DH1577  VERT ORDER  -  SECOND    CLASS 0
 DH1577
 DH1577.The horizontal coordinates were scaled from a topographic map and have
 DH1577.an estimated accuracy of +/- 6 seconds.
 DH1577
 DH1577.The orthometric height was determined by differential leveling
 DH1577.and adjusted by the National Geodetic Survey in June 1991..
 DH1577
 DH1577.The geoid height was determined by GEOID03.
 DH1577
 DH1577.The dynamic height is computed by dividing the NAVD 88
 DH1577.geopotential number by the normal gravity value computed on the
 DH1577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1577.degrees latitude (g = 980.6199 gals.).
 DH1577
 DH1577.The modeled gravity was interpolated from observed gravity values.
 DH1577
 DH1577;                    North         East    Units  Estimated Accuracy
 DH1577;SPC AL W     -   411,800.      615,600.      MT  (+/- 180 meters Scaled)
 DH1577
 DH1577                          SUPERSEDED SURVEY CONTROL
 DH1577
 DH1577  NGVD 29 (??/??/92)  111.715  (m)          366.52   (f) ADJ UNCH    2 0
 DH1577
 DH1577.Superseded values are not recommended for survey control.
 DH1577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1577.See file dsdata.txt to determine how the superseded data were derived.
 DH1577
 DH1577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC692304(NAD 83)
 DH1577_MARKER: DB = BENCH MARK DISK
 DH1577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1577_STAMPING: E 99 1935
 DH1577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1577+STABILITY: SURFACE MOTION
 DH1577
 DH1577  HISTORY     - Date     Condition        Report By
 DH1577  HISTORY     - 1935     MONUMENTED       CGS
 DH1577
 DH1577                          STATION DESCRIPTION
 DH1577
 DH1577'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1577'3.0 MI W FROM PARRISH.
 DH1577'3.0 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT PARRISH,
 DH1577'WALKER COUNTY, 25 FEET EAST OF THE EAST END OF A CUT, AT A ROAD
 DH1577'CROSSING, 28 FEET SOUTH OF THE CENTERLINE OF THE TRACK, AND 18 FEET
 DH1577'EAST OF THE CENTERLINE OF THE ROAD.  A STANDARD DISK, STAMPED E 99
 DH1577'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2117 ***********************************************************************
 BU2117  DESIGNATION -  EARLE RESET
 BU2117  PID         -  BU2117
 BU2117  STATE/COUNTY-  AL/BALDWIN
 BU2117  USGS QUAD   -  BLACKSHER (1983)
 BU2117
 BU2117                         *CURRENT SURVEY CONTROL
 BU2117  ___________________________________________________________________
 BU2117* NAD 83(1992)-  31 13 13.17362(N)    087 40 49.97645(W)     ADJUSTED  
 BU2117* NAVD 88     -        95.4    (meters)     313.     (feet)  VERTCON   
 BU2117  ___________________________________________________________________
 BU2117  X           -     220,948.474 (meters)                     COMP
 BU2117  Y           -  -5,454,954.200 (meters)                     COMP
 BU2117  Z           -   3,286,842.799 (meters)                     COMP
 BU2117  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BU2117  ELLIP HEIGHT-          67.09  (meters)          (07/29/02) GPS OBS
 BU2117  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 BU2117
 BU2117  HORZ ORDER  -  FIRST
 BU2117  ELLP ORDER  -  FOURTH    CLASS I
 BU2117
 BU2117.The horizontal coordinates were established by GPS observations
 BU2117.and adjusted by the National Geodetic Survey in December 1992..
 BU2117
 BU2117.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2117.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2117
 BU2117.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU2117
 BU2117.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2117
 BU2117.The ellipsoidal height was determined by GPS observations
 BU2117.and is referenced to NAD 83.
 BU2117
 BU2117.The geoid height was determined by GEOID03.
 BU2117
 BU2117;                    North         East     Units Scale Factor Converg.
 BU2117;SPC AL W     -   135,293.799   582,797.706   MT  0.99993698   -0 05 36.9
 BU2117;UTM  16      - 3,454,219.549   435,179.812   MT  0.99965182   -0 21 09.9
 BU2117
 BU2117!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2117!SPC AL W     -   0.99998946  x   0.99993698  =   0.99992645
 BU2117!UTM  16      -   0.99998946  x   0.99965182  =   0.99964129
 BU2117
 BU2117|---------------------------------------------------------------------|
 BU2117| PID    Reference Object                     Distance      Geod. Az  |
 BU2117|                                                           dddmmss.s |
 BU2117| CF9597 EARLE RM 1                           24.758 METERS 05410     |
 BU2117| CF9596 EARLE AZ MK                                        0885637.3 |
 BU2117| BU1950 SLAUGHTER                           APPROX.11.8 KM 2433215.3 |
 BU2117| CF9598 EARLE RM 2                           22.348 METERS 32354     |
 BU2117|---------------------------------------------------------------------|
 BU2117
 BU2117                          SUPERSEDED SURVEY CONTROL
 BU2117
 BU2117  ELLIP H (12/04/92)   67.17   (m)                       GP(       ) 4 1
 BU2117  NAD 83(1986)-  31 13 13.19269(N)    087 40 49.98008(W) AD(       ) 1
 BU2117  NAD 27      -  31 13 12.56800(N)    087 40 50.01000(W) AD(       ) 1
 BU2117  NGVD 29 (12/04/92)   95.4    (m)          313.     (f) GPS OBS        
 BU2117
 BU2117.Superseded values are not recommended for survey control.
 BU2117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2117.See file dsdata.txt to determine how the superseded data were derived.
 BU2117
 BU2117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV3518054220(NAD 83)
 BU2117_MARKER: DS = TRIANGULATION STATION DISK
 BU2117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2117_SP_SET: CONCRETE POST
 BU2117_STAMPING: EARLE 1938 1982
 BU2117_MARK LOGO: CGS   
 BU2117_PROJECTION: FLUSH
 BU2117_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU2117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2117+STABILITY: SURFACE MOTION
 BU2117_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU2117+SATELLITE: SATELLITE OBSERVATIONS - March 12, 1991
 BU2117
 BU2117  HISTORY     - Date     Condition        Report By
 BU2117  HISTORY     - 1982     MONUMENTED       NGS
 BU2117  HISTORY     - 19820914 GOOD             NGS
 BU2117  HISTORY     - 19900820 GOOD             ALHD
 BU2117  HISTORY     - 19910312 GOOD
 BU2117  HISTORY     - 20040322 MARK NOT FOUND   USPSQD
 BU2117
 BU2117                          STATION DESCRIPTION
 BU2117
 BU2117'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BU2117'THE STATION SURFACE MARK AND THE AZIMUTH MARK WAS FOUND DESTROYED.
 BU2117'REFERENCE MARKS NO 1 AND NO 2 WAS RECOVERED IN GOOD CONDITION.  THE
 BU2117'AZIMUTH MARK WOULD NOT HAVE BEEN VISIBLE FROM THE STATION DUE TO LARGE
 BU2117'TREES AND NO LOCATION WAS AVAILABLE FOR A NEW AZIMUTH MARK.  A NEW
 BU2117'STATION SURFACE MARK WAS ESTABLISHED OVER THE UNDERGROUND MARK AT THIS
 BU2117'TIME.  A NEW DESCRIPTION FOLLOWS.  TO REACH FROM THE JUNCTION OF STATE
 BU2117'HIGHWAY 59 AND COUNTY ROUTE 80 AT TENSAW, GO NORTH ON STATE HIGHWAY 59
 BU2117'FOR 7.4 MI (11.91 KM) TO A GRAVEL SIDEROAD ON THE RIGHT JUST 0.15 MI
 BU2117'(0.24 KM) NORTH OF MILE POST NO 77, TURN RIGHT AND GO EASTERLY ON
 BU2117'GRAVEL ROAD FOR 2.4 MI (3.86 KM) TO A FORKS, TAKE THE LEFT FORK AND GO
 BU2117'1.2 MI (1.93 KM) TO A FORK AND STATION ON THE LEFT. THE STATION IS A
 BU2117'STANDARD CGS DISK STAMPED EARLE 1938 1982, SET IN THE TOP OF A SQUARE
 BU2117'CONCRETE POST, PROJECTING 3 INCHES ABOVE THE GROUND.  IT IS 62.48 M
 BU2117'(204.99 FT) WEST OF A WOODEN ROADSIGN POST AT FORKS IN ROAD, 10.27 M
 BU2117'(33.69 FT) SOUTH OF A 6 INCH RED OAK TREE, 0.40 M (1.31 FT) SOUTHEAST
 BU2117'OF A METAL WITNESS POST AND SIGN AND ON HIGHEST POINT OF GROUND.
 BU2117'REFERENCE MARK NO 1 IS A STANDARD CGS DISK, STAMPED EARLE NO 1 1938,
 BU2117'SET IN THE TOP OF A SQUARE CONCRETE POST, PROJECTING 4 INCHES.  IT IS
 BU2117'7.77 M (25.49 FT) WEST OF A 10 INCH FORKED TRUNK RED OAK TREE AND 0.30
 BU2117'M (0.98 FT) SOUTHWEST OF A METAL WITNESS POST AND SIGN. REFERENCE MARK
 BU2117'NO 2 IS A STANDARD DISK, STAMPED EARLE NO 2 1938, SET IN THE TOP OF A
 BU2117'SQUARE CONCRETE POST, PROJECTING 4 INCHES.  IT IS 16.98 M (55.71 FT)
 BU2117'WEST OF A 8 INCH RED OAK TREE, 10.66 M (34.97 FT) SOUTHWEST OF A
 BU2117'TRIPLE TRUNKED BLACKJACK OAK TREE, AND 0.30 M (0.98 FT) SOUTHWEST OF A
 BU2117'METAL WITNESS POST AND SIGN.
 BU2117
 BU2117                          STATION RECOVERY (1990)
 BU2117
 BU2117'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 BU2117'THE STATION IS LOCATED IN BALDWIN COUNTY ON PROPERTY OWNED BY
 BU2117'INTERNATIONAL PAPER CORPORATION, ABOUT 38.36 KM (23.84 MI) NORTH -
 BU2117'NORTHEAST OF BAY MINETTE, ABOUT 30.09 KM (18.70 MI) NORTH - NORTHEAST
 BU2117'OF STOCKTON, AND ABOUT 24.17 KM (15.02 MI) NORTH - NORTHWEST OF
 BU2117'PERDIDO.
 BU2117'TO REACH THE STATION FROM THE BALDWIN - MONROE COUNTY LINE ON ALA 59
 BU2117'(MILE POST 81.60 ON ALA 59), DRIVE SOUTH ON ALA 59 7.16 KM (4.45 MI)
 BU2117'TO MILE POST 77.15 AND A GRAVEL ROAD ON THE LEFT (EARLE ROAD),AT A
 BU2117'SCRANGE ROAD SIGN TURN LEFT ON THE GRAVEL ROAD AND DRIVE SOUTHEAST
 BU2117'4.18 KM (2.60 MI) TO A Y INTERSECTION WITH EARLE ROAD RIGHT, MILL BR
 BU2117'ROAD LEFT, AND THE STATION ON THE LEFT.
 BU2117'THE STATION IS 10.67 M (35.01 FT) EAST OF THE CENTER OF A LOG ROAD,
 BU2117'56.69 M (185.99 FT) NORTH - NORTHWEST OF THE CENTER OF THE GRAVEL
 BU2117'ROAD (EARLE ROAD), 0.43 M (1.41 FT) SOUTH - SOUTHEAST OF A METAL
 BU2117'WITNESS POST AND SIGN, AND SET FLUSH WITH THE GROUND.
 BU2117'STATION 2-1 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 BU2117
 BU2117                          STATION RECOVERY (1991)
 BU2117
 BU2117'RECOVERED 1991
 BU2117'RECOVERED IN GOOD CONDITION.
 BU2117
 BU2117                          STATION RECOVERY (2004)
 BU2117
 BU2117'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BU2117'WITNESS POST MISSING,LOCATION SITE FOUND BUT NOT THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4979 ***********************************************************************
 BG4979  DESIGNATION -  EAST PILE
 BG4979  PID         -  BG4979
 BG4979  STATE/COUNTY-  AL/BALDWIN
 BG4979  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG4979
 BG4979                         *CURRENT SURVEY CONTROL
 BG4979  ___________________________________________________________________
 BG4979* NAD 83(1992)-  30 10 57.14817(N)    087 54 01.51633(W)     ADJUSTED  
 BG4979* NAVD 88     -         2.5    (meters)       8.     (feet)  VERTCON   
 BG4979  ___________________________________________________________________
 BG4979  LAPLACE CORR-           0.68  (seconds)                    DEFLEC99
 BG4979  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BG4979
 BG4979  HORZ ORDER  -  THIRD
 BG4979
 BG4979.The horizontal coordinates were established by classical geodetic methods
 BG4979.and adjusted by the National Geodetic Survey in December 1992..
 BG4979
 BG4979.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4979.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4979
 BG4979.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4979
 BG4979.The geoid height was determined by GEOID03.
 BG4979
 BG4979;                    North         East     Units Scale Factor Converg.
 BG4979;SPC AL W     -    20,301.811   561,438.166   MT  0.99995167   -0 12 04.7
 BG4979;UTM  16      - 3,339,355.142   413,314.059   MT  0.99969271   -0 27 09.8
 BG4979
 BG4979!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4979!SPC AL W     -   1.00000392  x   0.99995167  =   0.99995559
 BG4979!UTM  16      -   1.00000392  x   0.99969271  =   0.99969663
 BG4979
 BG4979                          SUPERSEDED SURVEY CONTROL
 BG4979
 BG4979  NAD 83(1992)-  30 10 57.17569(N)    087 54 01.52640(W) AD(       ) 4
 BG4979  NGVD 29 (05/01/92)    2.5    (m)            8.     (f) VERT ANG       
 BG4979
 BG4979.Superseded values are not recommended for survey control.
 BG4979.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4979.See file dsdata.txt to determine how the superseded data were derived.
 BG4979
 BG4979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1331439355(NAD 83)
 BG4979_MARKER: 11 = PILING
 BG4979
 BG4979  HISTORY     - Date     Condition        Report By
 BG4979  HISTORY     - 1986     FIRST OBSERVED   NOS
 BG4979
 BG4979                          STATION DESCRIPTION
 BG4979
 BG4979'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BG4979'STATION IS LOCATED NEAR MOBILE POINT IN THE GULF OF MEXICO.
 BG4979'
 BG4979'TO REACH THE STATION BY BOAT PROCEED ABOUT 8.0 NAUTICAL MI ESE OF
 BG4979'MOBILE POINT TO STATION.
 BG4979'
 BG4979'THE STATION IS THE CENTER OF A STEEL MOORING PILE, 2 FT IN DIA AND
 BG4979'8.6 FT IN HEIGHT ABOVE MLLW.  THE PILE IS THE MOST EASTERLY OF FOUR
 BG4979'PILES ALL IN A LINE.  THE PILE HAS A PRIVATELY MAINTAINED FL WHITE
 BG4979'LT ATOP.
 BG4979'
 BG4979'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1502 ***********************************************************************
 EF1502  DESIGNATION -  EASTERN
 EF1502  PID         -  EF1502
 EF1502  STATE/COUNTY-  AL/LAWRENCE
 EF1502  USGS QUAD   -  UPSHAW (1989)
 EF1502
 EF1502                         *CURRENT SURVEY CONTROL
 EF1502  ___________________________________________________________________
 EF1502* NAD 83(1992)-  34 20 39.37686(N)    087 08 30.19193(W)     ADJUSTED  
 EF1502* NAVD 88     -       319.     (meters)    1047.     (feet)  SCALED    
 EF1502  ___________________________________________________________________
 EF1502  LAPLACE CORR-          -5.54  (seconds)                    DEFLEC99
 EF1502  GEOID HEIGHT-         -26.91  (meters)                     GEOID03
 EF1502
 EF1502  HORZ ORDER  -  SECOND
 EF1502
 EF1502.The horizontal coordinates were established by classical geodetic methods
 EF1502.and adjusted by the National Geodetic Survey in December 1992..
 EF1502
 EF1502.The orthometric height was scaled from a topographic map.
 EF1502
 EF1502.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1502
 EF1502.The geoid height was determined by GEOID03.
 EF1502
 EF1502;                    North         East     Units Scale Factor Converg.
 EF1502;SPC AL W     -   481,762.545   632,963.375   MT  0.99994672   +0 12 07.7
 EF1502;UTM  16      - 3,800,338.268   486,965.496   MT  0.99960209   -0 04 47.8
 EF1502
 EF1502!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1502!SPC AL W     -   0.99995414  x   0.99994672  =   0.99990087
 EF1502!UTM  16      -   0.99995414  x   0.99960209  =   0.99955625
 EF1502
 EF1502|---------------------------------------------------------------------|
 EF1502| PID    Reference Object                     Distance      Geod. Az  |
 EF1502|                                                           dddmmss.s |
 EF1502| CG5735 EASTERN RM 1                         46.329 METERS 04753     |
 EF1502| CG5736 EASTERN RM 2                         30.893 METERS 13616     |
 EF1502| EF1503 BASHAM FIRE TOWER                    35.662 METERS 13620     |
 EF1502| EF1528 DOUBLE SPRINGS MORELAND TOWER       APPROX.17.9 KM 2305147.0 |
 EF1502| EF1501 TT 20 D                             152.212 METERS 25606     |
 EF1502| CG5734 EASTERN AZ MK                                      2571256.5 |
 EF1502|---------------------------------------------------------------------|
 EF1502
 EF1502                          SUPERSEDED SURVEY CONTROL
 EF1502
 EF1502  NAD 83(1986)-  34 20 39.38600(N)    087 08 30.19121(W) AD(       ) 2
 EF1502  NAD 27      -  34 20 39.02400(N)    087 08 30.12800(W) AD(       ) 2
 EF1502
 EF1502.Superseded values are not recommended for survey control.
 EF1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1502.See file dsdata.txt to determine how the superseded data were derived.
 EF1502
 EF1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD8696500338(NAD 83)
 EF1502_MARKER: DS = TRIANGULATION STATION DISK
 EF1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1502
 EF1502  HISTORY     - Date     Condition        Report By
 EF1502  HISTORY     - 1939     MONUMENTED       CGS
 EF1502  HISTORY     - 1950     GOOD             TVA
 EF1502
 EF1502                          STATION DESCRIPTION
 EF1502
 EF1502'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 EF1502'STATION IS LOCATED IN THE EASTERN PART OF THE ALABAMA NATIONAL
 EF1502'FOREST, IN A WEDGE-SHAPED PLOT FORMED BY THE MAIN ROAD AND THE DRIVE
 EF1502'TO THE FIRE TOWER WHICH IS KNOWN AS THE BASHAM FIRE TOWER.  MARK
 EF1502'IS A STANDARD BRONZE DISK SET IN A CONCRETE BLOCK,
 EF1502'18 FEET S OF THE EDGE OF DIRT ROAD (LEDLA ROAD), 34 FEET
 EF1502'N OF DRIVE TO FIRE TOWER, 117.00 FEET NNW OF THE CENTER OF THE
 EF1502'FIRE TOWER.
 EF1502'
 EF1502'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 EF1502'SET IN CONCRETE.
 EF1502'
 EF1502'REFERENCE MARK NO. 1 IS ENE OF THE STATION, IS SET IN CONCRETE BLOCK
 EF1502'PROJECTING 6 INCHES, IS 15 FEET N OF THE CENTER OF DIRT ROAD, AND 30
 EF1502'FEET E OF SIGN POST (BASHAM FIRE TOWER).  REFERENCE MARK NO. 2 IS
 EF1502'SSE OF STATION, IS SET FLUSH IN CONCRETE BASE OF NW LEG OF FIRE
 EF1502'TOWER, BASE PROJECTS 6 INCHES.
 EF1502'
 EF1502'AZIMUTH MARK IS APPROXIMATELY 0.5 MILE W OF STATION, IS SET IN
 EF1502'CONCRETE BLOCK, PROJECTING 6 INCHES, IS 22 FEET N OF THE CENTER OF
 EF1502'LEDLA ROAD, AND 75 FEET E OF A CULVERT.
 EF1502'
 EF1502'T.T. STATION 20 D 1929 (U.S.G.S.) IS LOCATED ON THE S SIDE OF THE
 EF1502'ROAD AT THE EDGE OF THE WOODS, 152.211 METERS W OF EASTERN, IS
 EF1502'STAMPED T.T. STA. NO. 20-D U.S.G.S. 1929 ELEV. 1010 FT., 21 FEET S OF
 EF1502'THE INTERSECTION OF PENN SCHOOL AND LEDLA ROAD, 5 FEET E OF
 EF1502'A 10-INCH MAPLE TREE, AND 12 FEET W OF A 4-INCH MAPLE TREE.
 EF1502'
 EF1502'TO REACH STATION FROM THE NATIONAL FOREST TAVERN IN RABBITTOWN, GO
 EF1502'N ON DIRT ROAD FOR 1.25 MILES TO A T-ROAD TO THE R, TURN R AND GO
 EF1502'11.15 MILES TO A Y, TURN SHARP R AND GO 6.15 MILES TO A T-ROAD L AT
 EF1502'MORELAND SCHOOL, TURN L AND FOLLOW MAIN DIRT ROAD FOR 16.35 MILES
 EF1502'TO EASTERN (WOOD) FIRE TOWER AND STATION.
 EF1502
 EF1502                          STATION RECOVERY (1950)
 EF1502
 EF1502'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1502'STATION RECOVERED IN GOOD CONDITION.  A STEEL POST WITH CONTROL
 EF1502'MARKER SIGN SET 2 FEET S OF MONUMENT.
 EF1502'
 EF1502'THE AZIMUTH MARK FOUND IN GOOD CONDITION.  A STEEL POST WITH CONTROL
 EF1502'MARKER SIGN SET 2 FEET NW OF MONUMENT.
 EF1502'
 EF1502'REFERENCE MARKS 1 AND 2 FOUND IN GOOD CONDITION.  R.M. 1 MONUMENT
 EF1502'PAINTED WHITE AND R.M. 2 CIRCLED WITH WHITE PAINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2076 ***********************************************************************
 BT2076  DESIGNATION -  ECHO
 BT2076  PID         -  BT2076
 BT2076  STATE/COUNTY-  AL/DALE
 BT2076  USGS QUAD   -  CLOPTON (1979)
 BT2076
 BT2076                         *CURRENT SURVEY CONTROL
 BT2076  ___________________________________________________________________
 BT2076* NAD 83(1992)-  31 30 11.75409(N)    085 27 01.43176(W)     ADJUSTED  
 BT2076* NAVD 88     -       141.     (meters)     463.     (feet)  SCALED    
 BT2076  ___________________________________________________________________
 BT2076  LAPLACE CORR-          -0.10  (seconds)                    DEFLEC99
 BT2076  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BT2076
 BT2076  HORZ ORDER  -  SECOND
 BT2076
 BT2076.The horizontal coordinates were established by classical geodetic methods
 BT2076.and adjusted by the National Geodetic Survey in September 1997..
 BT2076
 BT2076.The orthometric height was scaled from a topographic map.
 BT2076
 BT2076.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2076
 BT2076.The geoid height was determined by GEOID03.
 BT2076
 BT2076;                    North         East     Units Scale Factor Converg.
 BT2076;SPC AL E     -   111,290.571   236,377.178   MT  0.99997631   +0 12 00.4
 BT2076;UTM  16      - 3,486,418.558   647,160.021   MT  0.99986711   +0 48 35.6
 BT2076
 BT2076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2076!SPC AL E     -   0.99998202  x   0.99997631  =   0.99995833
 BT2076!UTM  16      -   0.99998202  x   0.99986711  =   0.99984913
 BT2076
 BT2076|---------------------------------------------------------------------|
 BT2076| PID    Reference Object                     Distance      Geod. Az  |
 BT2076|                                                           dddmmss.s |
 BT2076| CY9372 ECHO RM 1                            44.344 METERS 07218     |
 BT2076| CY9371 ECHO AZ MK                                         1472218.6 |
 BT2076| CY9373 ECHO RM 2                            29.686 METERS 18257     |
 BT2076| BT2117 MIDLAND CITY MUNICIPAL TANK         APPROX.20.9 KM 1912548.0 |
 BT2076| BT2124 PINCKARD ALA WATER SERV TANK        APPROX.23.1 KM 2034849.3 |
 BT2076| BT2129 OZARK COLUMBIAN PEANUT TANK         APPROX.18.8 KM 2582911.6 |
 BT2076|---------------------------------------------------------------------|
 BT2076
 BT2076                          SUPERSEDED SURVEY CONTROL
 BT2076
 BT2076  NAD 83(1992)-  31 30 11.75669(N)    085 27 01.43335(W) AD(       ) 2
 BT2076  NAD 83(1986)-  31 30 11.76709(N)    085 27 01.43502(W) AD(       ) 2
 BT2076  NAD 27      -  31 30 11.16200(N)    085 27 01.66200(W) AD(       ) 2
 BT2076
 BT2076.Superseded values are not recommended for survey control.
 BT2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2076.See file dsdata.txt to determine how the superseded data were derived.
 BT2076
 BT2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV4716086419(NAD 83)
 BT2076_MARKER: DS = TRIANGULATION STATION DISK
 BT2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2076
 BT2076  HISTORY     - Date     Condition        Report By
 BT2076  HISTORY     - 1943     MONUMENTED       CGS
 BT2076
 BT2076                          STATION DESCRIPTION
 BT2076
 BT2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2076'THE STATION IS LOCATED ABOUT 2-1/2 MILES NE OF ECHO (A VILLAGE
 BT2076'ABOUT MIDWAY BETWEEN ABBEVILLE AND OZARK AND STATE HIGHWAY 27),
 BT2076'AND ON LAND OWNED BY W.S. BAREFIELD.  IT IS A CULTIVATED FIELD,
 BT2076'0.15 MILE W OF BAREFIELDS HOUSE, ABOUT 50 YARDS N OF A TENANT
 BT2076'HOUSE, 15 FEET W OF A FENCE LINE, 15 FEET N OF THE CENTER OF
 BT2076'A FIELD ROAD AND 24 FEET NW OF THE S POST OF A GATE.  IT IS
 BT2076'STAMPED ECHO 1943 AND PROJECTS 3 INCHES.
 BT2076'
 BT2076'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2076'DISKS SET IN CONCRETE.
 BT2076'
 BT2076'REFERENCE MARK NO. 1 IS E OF THE STATION, 9 FEET N OF THE CENTER
 BT2076'OF THE FIELD ROAD, STAMPED ECHO NO. 1 1943 AND PROJECTS 8
 BT2076'INCHES.
 BT2076'
 BT2076'REFERENCE MARK NO. 2 IS S OF THE STATION, 3 FEET W OF A FENCE
 BT2076'LINE AND 78 FEET S OF THE S POST OF THE GATE.  IT IS STAMPED
 BT2076'ECHO NO. 2 1943 AND PROJECTS 8 INCHES.
 BT2076'
 BT2076'THE AZIMUTH MARK IS ABOUT 0.3 MILE SW OF THE STATION ALONG THE N
 BT2076'SIDE OF A RAIL FENCE, 29 FEET S OF THE CENTER OF THE MAIN ROAD
 BT2076'AND 12 FEET W OF A FENCE CORNER.  IT IS STAMPED ECHO 1943,
 BT2076'PROJECTS 4 INCHES AND IS WITNESSED BY A 4-INCH SQUARE WHITE
 BT2076'WOODEN POST PROJECTING 2-1/2 FEET.  TO REACH FROM THE STATION
 BT2076'RETURN 0.2 MILE TO THE MAIN ROAD, TURN RIGHT AND GO 0.25 MILE
 BT2076'TO THE MARK ON THE LEFT.
 BT2076'
 BT2076'TO REACH THE STATION FROM ECHO GO NORTHERLY ON STATE HIGHWAY 27
 BT2076'FOR 2.0 MILES TO A FORK AT AN OLD STORE IN THE Y, CONTINUE
 BT2076'STRAIGHT AHEAD ON THE DIRT ROAD (HIGHWAY 27 BEARS RIGHT) FOR
 BT2076'0.5 MILE TO BAREFIELDS HOME ON THE LEFT.  TURN LEFT THROUGH THE
 BT2076'YARD AND GO 0.1 MILE TO A GATE, PASS THROUGH GATE AND GO 0.1
 BT2076'MILE TO ANOTHER GATE, A TENANT HOUSE ON THE LEFT AND THE
 BT2076'STATION.
 BT2076'
 BT2076'A 100-FOOT LIGHT AT JOHNSON IS VISIBLE FORM THE GROUND.
 BT2076'
 BT2076'A 10-FOOT STAND WILL SEE AN 87-FOOT LIGHT AT CAPPS.
 BT2076'
 BT2076'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT NEWVILLE.
 BT2076'
 BT2076'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT ARNOLD.
 BT2076'
 BT2076'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT PHILLIPS.
 BT2076'
 BT2076'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9298 ***********************************************************************
 DG9298  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9298  DESIGNATION -  EDA FOLEY COOP CORS ARP
 DG9298  CORS_ID     -  EDDV
 DG9298  PID         -  DG9298
 DG9298  STATE/COUNTY-  AL/BALDWIN
 DG9298  USGS QUAD   -  FOLEY (1980)
 DG9298
 DG9298                         *CURRENT SURVEY CONTROL
 DG9298  ___________________________________________________________________
 DG9298* NAD 83(CORS)-  30 24 12.28921(N)    087 41 02.87450(W)     ADJUSTED  
 DG9298* NAVD 88     -                                                        
 DG9298  ___________________________________________________________________
 DG9298  EPOCH DATE  -        2002.00
 DG9298  X           -     222,479.752 (meters)                     COMP
 DG9298  Y           -  -5,501,266.541 (meters)                     COMP
 DG9298  Z           -   3,209,025.964 (meters)                     COMP
 DG9298  ELLIP HEIGHT-           3.85  (meters)          (03/??/05) GPS OBS
 DG9298  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DG9298
 DG9298  HORZ ORDER  -  SPECIAL (CORS)
 DG9298  ELLP ORDER  -  SPECIAL (CORS)
 DG9298
 DG9298.ITRF positions are available for this station.
 DG9298.The coordinates were established by GPS observations
 DG9298.and adjusted by the National Geodetic Survey in March 2005..
 DG9298.The coordinates are valid at the epoch date displayed above.
 DG9298.The epoch date for horizontal control is a decimal equivalence
 DG9298.of Year/Month/Day.
 DG9298
 DG9298
 DG9298.The PID for the CORS L1 Phase Center is DG9299.
 DG9298
 DG9298.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9298
 DG9298.The ellipsoidal height was determined by GPS observations
 DG9298.and is referenced to NAD 83.
 DG9298
 DG9298.The geoid height was determined by GEOID03.
 DG9298
 DG9298;                    North         East     Units Scale Factor Converg.
 DG9298;SPC AL W     -    44,732.172   582,307.269   MT  0.99993719   -0 05 35.5
 DG9298
 DG9298!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9298!SPC AL W     -   0.99999940  x   0.99993719  =   0.99993659
 DG9298
 DG9298                          SUPERSEDED SURVEY CONTROL
 DG9298
 DG9298.No superseded survey control is available for this station.
 DG9298
 DG9298_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3428563687(NAD 83)
 DG9298_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DG9298
 DG9298                          STATION DESCRIPTION
 DG9298
 DG9298'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DG9298'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9298'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9298'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9298'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9298'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG9299 ***********************************************************************
 DG9299  CORS        -  This is a GPS Continuously Operating Reference Station.
 DG9299  DESIGNATION -  EDA FOLEY COOP CORS L1 PHASE CENTER
 DG9299  CORS_ID     -  EDDV
 DG9299  PID         -  DG9299
 DG9299  STATE/COUNTY-  AL/BALDWIN
 DG9299  USGS QUAD   -  FOLEY (1980)
 DG9299
 DG9299                         *CURRENT SURVEY CONTROL
 DG9299  ___________________________________________________________________
 DG9299* NAD 83(CORS)-  30 24 12.28930(N)    087 41 02.87453(W)     ADJUSTED  
 DG9299* NAVD 88     -                                                        
 DG9299  ___________________________________________________________________
 DG9299  EPOCH DATE  -        2002.00
 DG9299  X           -     222,479.754 (meters)                     COMP
 DG9299  Y           -  -5,501,266.617 (meters)                     COMP
 DG9299  Z           -   3,209,026.012 (meters)                     COMP
 DG9299  ELLIP HEIGHT-           3.94  (meters)          (03/??/05) GPS OBS
 DG9299  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 DG9299
 DG9299  HORZ ORDER  -  SPECIAL (CORS)
 DG9299  ELLP ORDER  -  SPECIAL (CORS)
 DG9299
 DG9299.ITRF positions are available for this station.
 DG9299.The coordinates were established by GPS observations
 DG9299.and adjusted by the National Geodetic Survey in March 2005..
 DG9299.The coordinates are valid at the epoch date displayed above.
 DG9299.The epoch date for horizontal control is a decimal equivalence
 DG9299.of Year/Month/Day.
 DG9299
 DG9299
 DG9299.The PID for the CORS ARP is DG9298.
 DG9299
 DG9299.The XYZ, and position/ellipsoidal ht. are equivalent.
 DG9299
 DG9299.The ellipsoidal height was determined by GPS observations
 DG9299.and is referenced to NAD 83.
 DG9299
 DG9299.The geoid height was determined by GEOID03.
 DG9299
 DG9299;                    North         East     Units Scale Factor Converg.
 DG9299;SPC AL W     -    44,732.175   582,307.268   MT  0.99993719   -0 05 35.5
 DG9299
 DG9299!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG9299!SPC AL W     -   0.99999938  x   0.99993719  =   0.99993657
 DG9299
 DG9299                          SUPERSEDED SURVEY CONTROL
 DG9299
 DG9299.No superseded survey control is available for this station.
 DG9299
 DG9299_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3428563687(NAD 83)
 DG9299_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DG9299
 DG9299                          STATION DESCRIPTION
 DG9299
 DG9299'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DG9299'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DG9299'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DG9299'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DG9299'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DG9299'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH6924 ***********************************************************************
 DH6924  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6924  DESIGNATION -  EDA FOLSOM COOP CORS ARP
 DH6924  CORS_ID     -  EDFF
 DH6924  PID         -  DH6924
 DH6924  STATE/COUNTY-  AL/CULLMAN
 DH6924  USGS QUAD   -  EVA (1975)
 DH6924
 DH6924                         *CURRENT SURVEY CONTROL
 DH6924  ___________________________________________________________________
 DH6924* NAD 83(CORS)-  34 16 04.52252(N)    086 51 37.90180(W)     ADJUSTED  
 DH6924* NAVD 88     -                                                        
 DH6924  ___________________________________________________________________
 DH6924  EPOCH DATE  -        2002.00
 DH6924  X           -     288,993.259 (meters)                     COMP
 DH6924  Y           -  -5,268,886.263 (meters)                     COMP
 DH6924  Z           -   3,571,198.545 (meters)                     COMP
 DH6924  ELLIP HEIGHT-         270.86  (meters)          (11/??/05) GPS OBS
 DH6924  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DH6924
 DH6924  HORZ ORDER  -  SPECIAL (CORS)
 DH6924  ELLP ORDER  -  SPECIAL (CORS)
 DH6924
 DH6924.ITRF positions are available for this station.
 DH6924.The coordinates were established by GPS observations
 DH6924.and adjusted by the National Geodetic Survey in November 2005..
 DH6924.The coordinates are valid at the epoch date displayed above.
 DH6924.The epoch date for horizontal control is a decimal equivalence
 DH6924.of Year/Month/Day.
 DH6924
 DH6924
 DH6924.The PID for the CORS L1 Phase Center is DH6925.
 DH6924
 DH6924.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6924
 DH6924.The ellipsoidal height was determined by GPS observations
 DH6924.and is referenced to NAD 83.
 DH6924
 DH6924.The geoid height was determined by GEOID03.
 DH6924
 DH6924;                    North         East     Units Scale Factor Converg.
 DH6924;SPC AL W     -   473,420.831   658,887.860   MT  0.99997606   +0 21 36.3
 DH6924
 DH6924!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6924!SPC AL W     -   0.99995748  x   0.99997606  =   0.99993354
 DH6924
 DH6924                          SUPERSEDED SURVEY CONTROL
 DH6924
 DH6924.No superseded survey control is available for this station.
 DH6924
 DH6924_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1283991872(NAD 83)
 DH6924_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DH6924
 DH6924                          STATION DESCRIPTION
 DH6924
 DH6924'DESCRIBED BY NATIONAL GEODETIC SURVEY 2005
 DH6924'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6924'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6924'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6924'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6924'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH6925 ***********************************************************************
 DH6925  CORS        -  This is a GPS Continuously Operating Reference Station.
 DH6925  DESIGNATION -  EDA FOLSOM COOP CORS L1 PHASE CENTER
 DH6925  CORS_ID     -  EDFF
 DH6925  PID         -  DH6925
 DH6925  STATE/COUNTY-  AL/CULLMAN
 DH6925  USGS QUAD   -  EVA (1975)
 DH6925
 DH6925                         *CURRENT SURVEY CONTROL
 DH6925  ___________________________________________________________________
 DH6925* NAD 83(CORS)-  34 16 04.52261(N)    086 51 37.90183(W)     ADJUSTED  
 DH6925* NAVD 88     -                                                        
 DH6925  ___________________________________________________________________
 DH6925  EPOCH DATE  -        2002.00
 DH6925  X           -     288,993.262 (meters)                     COMP
 DH6925  Y           -  -5,268,886.328 (meters)                     COMP
 DH6925  Z           -   3,571,198.592 (meters)                     COMP
 DH6925  ELLIP HEIGHT-         270.94  (meters)          (11/??/05) GPS OBS
 DH6925  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DH6925
 DH6925  HORZ ORDER  -  SPECIAL (CORS)
 DH6925  ELLP ORDER  -  SPECIAL (CORS)
 DH6925
 DH6925.ITRF positions are available for this station.
 DH6925.The coordinates were established by GPS observations
 DH6925.and adjusted by the National Geodetic Survey in November 2005..
 DH6925.The coordinates are valid at the epoch date displayed above.
 DH6925.The epoch date for horizontal control is a decimal equivalence
 DH6925.of Year/Month/Day.
 DH6925
 DH6925
 DH6925.The PID for the CORS ARP is DH6924.
 DH6925
 DH6925.The XYZ, and position/ellipsoidal ht. are equivalent.
 DH6925
 DH6925.The ellipsoidal height was determined by GPS observations
 DH6925.and is referenced to NAD 83.
 DH6925
 DH6925.The geoid height was determined by GEOID03.
 DH6925
 DH6925;                    North         East     Units Scale Factor Converg.
 DH6925;SPC AL W     -   473,420.833   658,887.860   MT  0.99997606   +0 21 36.3
 DH6925
 DH6925!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH6925!SPC AL W     -   0.99995747  x   0.99997606  =   0.99993353
 DH6925
 DH6925                          SUPERSEDED SURVEY CONTROL
 DH6925
 DH6925.No superseded survey control is available for this station.
 DH6925
 DH6925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1283991872(NAD 83)
 DH6925_MARKER: STATION IS THE L1 PHASE CENTER OF THE GPS ANTENNA
 DH6925
 DH6925                          STATION DESCRIPTION
 DH6925
 DH6925'DESCRIBED BY NATIONAL GEODETIC SURVEY
 DH6925'STATION IS A GPS COOPERATIVE CORS.  LATEST INFORMATION INCLUDING
 DH6925'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG
 DH6925'FILES LOCATED AT THE PARTICIPATING AGENCY'S WEB SITE WHICH IS
 DH6925'ACCESSIBLE FROM THE COOPERATIVE CORS WEB PAGE.
 DH6925'http://www.ngs.noaa.gov/CORS/Coop
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4076 ***********************************************************************
 BG4076  DESIGNATION -  EDITH
 BG4076  PID         -  BG4076
 BG4076  STATE/COUNTY-  AL/BALDWIN
 BG4076  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG4076
 BG4076                         *CURRENT SURVEY CONTROL
 BG4076  ___________________________________________________________________
 BG4076* NAD 83(1992)-  30 14 20.42985(N)    087 53 16.84531(W)     ADJUSTED  
 BG4076* NAVD 88     -         4.30   (+/-2cm)      14.1    (feet)  VERTCON   
 BG4076  ___________________________________________________________________
 BG4076  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 BG4076  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 BG4076
 BG4076  HORZ ORDER  -  THIRD
 BG4076  VERT ORDER  -  THIRD ? (See Below)
 BG4076
 BG4076.The horizontal coordinates were established by classical geodetic methods
 BG4076.and adjusted by the National Geodetic Survey in December 1992..
 BG4076
 BG4076.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4076.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4076.The vertical order pertains to the NGVD 29 superseded value.
 BG4076
 BG4076.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4076
 BG4076.The geoid height was determined by GEOID03.
 BG4076
 BG4076;                    North         East     Units Scale Factor Converg.
 BG4076;SPC AL W     -    26,557.052   562,654.495   MT  0.99995053   -0 11 43.5
 BG4076;UTM  16      - 3,345,603.358   414,557.522   MT  0.99969006   -0 26 50.1
 BG4076
 BG4076!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4076!SPC AL W     -   1.00000366  x   0.99995053  =   0.99995419
 BG4076!UTM  16      -   1.00000366  x   0.99969006  =   0.99969372
 BG4076
 BG4076:                Primary Azimuth Mark                     Grid Az
 BG4076:SPC AL W     -  PENSACOLA MOBILE LT 227                  012 45 22.8
 BG4076:UTM  16      -  PENSACOLA MOBILE LT 227                  013 00 29.4
 BG4076
 BG4076|---------------------------------------------------------------------|
 BG4076| PID    Reference Object                     Distance      Geod. Az  |
 BG4076|                                                           dddmmss.s |
 BG4076| BG4111 PENSACOLA MOBILE LT 227             APPROX. 5.1 KM 0123339.3 |
 BG4076| BG4099 PENSACOLA MOBILE LT 213             APPROX. 5.8 KM 0313631.6 |
 BG4076| BG4089 PENSACOLA MOBILE LT 201             APPROX. 7.0 KM 0444827.7 |
 BG4076| BG4095 PENSACOLA MOBILE LT 189             APPROX. 8.4 KM 0534928.9 |
 BG4076| BG4073 COLLINS                             APPROX. 3.2 KM 0833038.2 |
 BG4076| BG4114 PENSACOLA MOBILE LT 257             APPROX. 6.3 KM 3090159.2 |
 BG4076| BG4108 PENSACOLA MOBILE LT 247             APPROX. 5.6 KM 3314810.5 |
 BG4076| BG4106 PENSACOLA MOBILE LT 237             APPROX. 5.0 KM 3513918.3 |
 BG4076|---------------------------------------------------------------------|
 BG4076
 BG4076                          SUPERSEDED SURVEY CONTROL
 BG4076
 BG4076  NAD 83(1986)-  30 14 20.45330(N)    087 53 16.85265(W) AD(       ) 3
 BG4076  NAD 27      -  30 14 19.72600(N)    087 53 16.89700(W) AD(       ) 3
 BG4076  NGVD 29 (07/19/86)    4.32   (m)           14.2    (f) LEVELING    3  
 BG4076
 BG4076.Superseded values are not recommended for survey control.
 BG4076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4076.See file dsdata.txt to determine how the superseded data were derived.
 BG4076
 BG4076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1455845603(NAD 83)
 BG4076_MARKER: DS = TRIANGULATION STATION DISK
 BG4076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4076_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BG4076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4076+STABILITY: SURFACE MOTION
 BG4076
 BG4076  HISTORY     - Date     Condition        Report By
 BG4076  HISTORY     - 1935     MONUMENTED       CGS
 BG4076  HISTORY     - 1946     GOOD             CGS
 BG4076  HISTORY     - 1958     GOOD             CGS
 BG4076  HISTORY     - 1976     MARK NOT FOUND   NGS
 BG4076
 BG4076                          STATION DESCRIPTION
 BG4076
 BG4076'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BG4076'THE STATION IS ON THE S SIDE OF BON SECOURS BAY, 3.4 MILES SE OF
 BG4076'LITTLE POINT CLEAR, 2 MILES W OF THE ENTRANCE OF COLLINS CREEK ON
 BG4076'WHITE SAND BLUFFS KNOWN LOCALLY AS EDITH HAMMOCK.
 BG4076'
 BG4076'SURFACE AND UNDERGROUND MARKS ARE STANDARD BRONZE DISKS SET IN
 BG4076'CONCRETE.
 BG4076'
 BG4076'THE STATION MARK IS 30 METERS E OF THE HIGH-WATER LINE, 4 METERS S OF
 BG4076'THE BLUFF LINE, AND 48 METERS N OF THE OLD FORT MORGAN ROAD.  THE
 BG4076'IMMEDIATE VICINITY OF THE STATION IS SPARSELY COVERED WITH SCRUB
 BG4076'OAKS.
 BG4076
 BG4076                          STATION RECOVERY (1946)
 BG4076
 BG4076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1946 (RAG)
 BG4076'STATION RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE, EXCEPT
 BG4076'THAT-
 BG4076'
 BG4076'1.  STATION MARK IS NOW 25 METERS S OF MEAN HIGH WATER, AND 25 METERS
 BG4076'N OF FORT MORGAN (MACADAM) ROAD.
 BG4076'
 BG4076'2.  MOBILE CHANNEL BN. 223 IS NON-EXISTENT.
 BG4076'
 BG4076'3.  IMMEDIATE VICINITY IS HEAVILY COVERED WITH BRUSH.
 BG4076'
 BG4076'TO REACH STATION, PROCEED W ON FORT MORGAN ROAD FROM INTERSECTION OF
 BG4076'ALABAMA STATE HIGHWAY ROAD 3 (LEADING TO GULF SHORES) 13.0 MILES.
 BG4076
 BG4076                          STATION RECOVERY (1958)
 BG4076
 BG4076'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BG4076'STATION RECOVERED IN GOOD CONDITION.  REVISED DESCRIPTION FOLLOWS.
 BG4076'
 BG4076'LOCATED ON THE S SIDE OF BON SECOURS BAY, 3.4 MILES SE OF LITTLE
 BG4076'POINT CLEAR, 2 MILES WEST OF THE ENTRANCE OF COLLINS CREEK ON WHITE
 BG4076'SAND BLUFFS KNOWN LOCALLY AS EDITH HAMMOCK.  STATION IS 80 FEET N
 BG4076'OF STATE HWY 180 AND 14 FEET S OF THE EDGE OF THE BLUFF.
 BG4076'
 BG4076'A STANDARD DISK STAMPED EDITH 1935 IN TOP OF AN 8 INCH SQUARE
 BG4076'CONCRETE MONUMENT PROJECTING 1 INCH.
 BG4076'
 BG4076'TO REACH FROM THE INTERSECTION OF STATE HWYS 59 AND 180 AT GULF
 BG4076'SHORES, GO WEST ON STATE HWY 180 13.4 MILES TO THE FIRST POWER LINE
 BG4076'POLE WEST OF A SLIGHT S CURVE AND THE STATION ON THE RIGHT.
 BG4076
 BG4076                          STATION RECOVERY (1976)
 BG4076
 BG4076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BG4076'THIS STATION IS DESTROYED.  THE STATION MARK WAS FOUND LYING IN THE
 BG4076'EDGE OF THE BAY.  THERE WAS NO UNDERGROUND MARK AND NO REFERENCE
 BG4076'MARKS.
 BG4076'
 BG4076'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--12 MILES WEST OF
 BG4076'GULF SHORES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0612 ***********************************************************************
 BT0612  DESIGNATION -  EDWIN
 BT0612  PID         -  BT0612
 BT0612  STATE/COUNTY-  AL/HENRY
 BT0612  USGS QUAD   -  TEXASVILLE (1969)
 BT0612
 BT0612                         *CURRENT SURVEY CONTROL
 BT0612  ___________________________________________________________________
 BT0612* NAD 83(1986)-  31 39 56.     (N)    085 22 31.     (W)     SCALED    
 BT0612* NAVD 88     -       118.987  (meters)     390.38   (feet)  ADJUSTED  
 BT0612  ___________________________________________________________________
 BT0612  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BT0612  DYNAMIC HT  -         118.845 (meters)     389.91  (feet)  COMP
 BT0612  MODELED GRAV-     979,447.8   (mgal)                       NAVD 88
 BT0612
 BT0612  VERT ORDER  -  SECOND    CLASS 0
 BT0612
 BT0612.The horizontal coordinates were scaled from a topographic map and have
 BT0612.an estimated accuracy of +/- 6 seconds.
 BT0612
 BT0612.The orthometric height was determined by differential leveling
 BT0612.and adjusted by the National Geodetic Survey in June 1991..
 BT0612
 BT0612.The geoid height was determined by GEOID03.
 BT0612
 BT0612.The dynamic height is computed by dividing the NAVD 88
 BT0612.geopotential number by the normal gravity value computed on the
 BT0612.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0612.degrees latitude (g = 980.6199 gals.).
 BT0612
 BT0612.The modeled gravity was interpolated from observed gravity values.
 BT0612
 BT0612;                    North         East    Units  Estimated Accuracy
 BT0612;SPC AL E     -   129,310.      243,440.      MT  (+/- 180 meters Scaled)
 BT0612
 BT0612                          SUPERSEDED SURVEY CONTROL
 BT0612
 BT0612  NGVD 29 (??/??/92)  119.033  (m)          390.53   (f) ADJ UNCH    2 0
 BT0612
 BT0612.Superseded values are not recommended for survey control.
 BT0612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0612.See file dsdata.txt to determine how the superseded data were derived.
 BT0612
 BT0612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA540045(NAD 83)
 BT0612_MARKER: DB = BENCH MARK DISK
 BT0612_SETTING: 0 = UNSPECIFIED SETTING
 BT0612_STAMPING: EDWIN 1943
 BT0612_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0612
 BT0612  HISTORY     - Date     Condition        Report By
 BT0612  HISTORY     - 1943     MONUMENTED       CGS
 BT0612
 BT0612                          STATION DESCRIPTION
 BT0612
 BT0612'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT0612'9.5 MI E FROM BLUE SPRINGS.
 BT0612'2.0 MILES EAST OF THE POSTOFFICE AT BLUE SPRINGS, ALONG STATE
 BT0612'ROAD NO. 10, THENCE 7.5 MILES EAST ALONG GRADED COUNTY ROAD,
 BT0612'SET IN THE VILLAGE OF EDWIN, 54 FEET NORTHWEST OF THE CENTER-LINE
 BT0612'OF THE GRADED ROAD, 83 FEET WEST OF THE CENTER OF A CROSS ROAD,
 BT0612'15 FEET NORTH OF A POWER POLE, ABOUT 75 FEET NORTHEAST OF
 BT0612'L.D. SMITH GENERAL STORE, 1 FOOT SOUTH OF REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1296 ***********************************************************************
 CM1296  DESIGNATION -  EE 150
 CM1296  PID         -  CM1296
 CM1296  STATE/COUNTY-  AL/TALLAPOOSA
 CM1296  USGS QUAD   -  PONDERS (1971)
 CM1296
 CM1296                         *CURRENT SURVEY CONTROL
 CM1296  ___________________________________________________________________
 CM1296* NAD 83(1986)-  32 42 19.     (N)    085 48 57.     (W)     SCALED    
 CM1296* NAVD 88     -       191.630  (meters)     628.71   (feet)  ADJUSTED  
 CM1296  ___________________________________________________________________
 CM1296  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CM1296  DYNAMIC HT  -         191.405 (meters)     627.97  (feet)  COMP
 CM1296  MODELED GRAV-     979,463.4   (mgal)                       NAVD 88
 CM1296
 CM1296  VERT ORDER  -  SECOND    CLASS 0
 CM1296
 CM1296.The horizontal coordinates were scaled from a topographic map and have
 CM1296.an estimated accuracy of +/- 6 seconds.
 CM1296
 CM1296.The orthometric height was determined by differential leveling
 CM1296.and adjusted by the National Geodetic Survey in June 1991..
 CM1296
 CM1296.The geoid height was determined by GEOID03.
 CM1296
 CM1296.The dynamic height is computed by dividing the NAVD 88
 CM1296.geopotential number by the normal gravity value computed on the
 CM1296.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1296.degrees latitude (g = 980.6199 gals.).
 CM1296
 CM1296.The modeled gravity was interpolated from observed gravity values.
 CM1296
 CM1296;                    North         East    Units  Estimated Accuracy
 CM1296;SPC AL E     -   244,510.      201,640.      MT  (+/- 180 meters Scaled)
 CM1296
 CM1296                          SUPERSEDED SURVEY CONTROL
 CM1296
 CM1296  NGVD 29 (??/??/92)  191.614  (m)          628.65   (f) ADJ UNCH    2 0
 CM1296
 CM1296.Superseded values are not recommended for survey control.
 CM1296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1296.See file dsdata.txt to determine how the superseded data were derived.
 CM1296
 CM1296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB109192(NAD 83)
 CM1296_MARKER: DB = BENCH MARK DISK
 CM1296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1296_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1296_STAMPING: EE 150 1943
 CM1296_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1296+STABILITY: SURFACE MOTION
 CM1296_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CM1296+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 CM1296
 CM1296  HISTORY     - Date     Condition        Report By
 CM1296  HISTORY     - 1943     MONUMENTED       CGS
 CM1296  HISTORY     - 20040412 GOOD             ALHD
 CM1296
 CM1296                          STATION DESCRIPTION
 CM1296
 CM1296'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1296'11.1 MI SW FROM DADEVILLE.
 CM1296'11.1 MILES SOUTHWEST OF DADEVILLE, TALLAPOOSA COUNTY.  THIS BENCH
 CM1296'MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING 9.3 MILES
 CM1296'SOUTH ALONG STATE HIGHW AY 49, THENCE 1.8 MILES WEST ALONG A
 CM1296'GRADED ROAD.  IT IS 2.6 MILES EAST OF UNION HIGH SCHOOL, 80.1
 CM1296'FEET NORTH OF NORTHWEST CORNER OF A FARMHOUSE OWNED IN 1943 BY
 CM1296'L. MOORE, 44.5 FEET SOUTH OF THE CENTERLINE OF THE ROAD, 5.2
 CM1296'FEET NORTH OF THE NORTHWEST CORNER OF A TOOL SHED, AND 1.6
 CM1296'FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK,
 CM1296'STAMPED EE 150 1943 AND SET IN THE TOP OF A CONCRETE POST
 CM1296'PROJECTING 0.4 FOOT ABOVE GROUND.
 CM1296
 CM1296                          STATION RECOVERY (2004)
 CM1296
 CM1296'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CM1296'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0874 ***********************************************************************
 CM0874  DESIGNATION -  EEW 46
 CM0874  PID         -  CM0874
 CM0874  STATE/COUNTY-  AL/RUSSELL
 CM0874  USGS QUAD   -  PITTSVIEW (1984)
 CM0874
 CM0874                         *CURRENT SURVEY CONTROL
 CM0874  ___________________________________________________________________
 CM0874* NAD 83(1986)-  32 14 36.     (N)    085 09 59.     (W)     SCALED    
 CM0874* NAVD 88     -        80.847  (meters)     265.25   (feet)  ADJUSTED  
 CM0874  ___________________________________________________________________
 CM0874  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 CM0874  DYNAMIC HT  -          80.755 (meters)     264.94  (feet)  COMP
 CM0874  MODELED GRAV-     979,497.3   (mgal)                       NAVD 88
 CM0874
 CM0874  VERT ORDER  -  SECOND    CLASS 0
 CM0874
 CM0874.The horizontal coordinates were scaled from a topographic map and have
 CM0874.an estimated accuracy of +/- 6 seconds.
 CM0874
 CM0874.The orthometric height was determined by differential leveling
 CM0874.and adjusted by the National Geodetic Survey in June 1991..
 CM0874
 CM0874.The geoid height was determined by GEOID03.
 CM0874
 CM0874.The dynamic height is computed by dividing the NAVD 88
 CM0874.geopotential number by the normal gravity value computed on the
 CM0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0874.degrees latitude (g = 980.6199 gals.).
 CM0874
 CM0874.The modeled gravity was interpolated from observed gravity values.
 CM0874
 CM0874;                    North         East    Units  Estimated Accuracy
 CM0874;SPC AL E     -   193,480.      262,850.      MT  (+/- 180 meters Scaled)
 CM0874
 CM0874                          SUPERSEDED SURVEY CONTROL
 CM0874
 CM0874  NGVD 29 (??/??/92)   80.873  (m)          265.33   (f) ADJ UNCH    2 0
 CM0874
 CM0874.Superseded values are not recommended for survey control.
 CM0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0874.See file dsdata.txt to determine how the superseded data were derived.
 CM0874
 CM0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA727688(NAD 83)
 CM0874_MARKER: DD = SURVEY DISK
 CM0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0874_STAMPING: EEW 46 1946
 CM0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0874+STABILITY: SURFACE MOTION
 CM0874
 CM0874  HISTORY     - Date     Condition        Report By
 CM0874  HISTORY     - 1946     MONUMENTED       USGS
 CM0874  HISTORY     - 1952     GOOD             NGS
 CM0874
 CM0874                          STATION DESCRIPTION
 CM0874
 CM0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0874'3.8 MI N FROM PITTSVIEW.
 CM0874'ABOUT 3.75 MILES NORTH ALONG U.S. HIGHWAY 241 FROM THE CROSSING OF
 CM0874'THE SEABOARD AIR LINE RAILROAD AT PITTSVIEW, ABOUT 3.65 MILES SOUTH
 CM0874'ALONG U.S. HIGHWAY 241 FROM THE OVERPASS OF THE CENTRAL OF GEORGIA
 CM0874'RAILWAY OVER THE HIGHWAY AT SEALE, AT A 65-FOOT CONCRETE BRIDGE
 CM0874'OVER WATERMELLON CREEK, ACROSS HIGHWAY FROM A STATE ROADSIDE PARK,
 CM0874'AT THE JUNCTION OF A NARROW ROAD LEADING NORTHWEST, 50 FEET
 CM0874'NORTHWEST OF CENTER LINE OF HIGHWAY, 22 FEET NORTHEAST OF CENTER
 CM0874'LINE OF ROAD NORTHWEST, 65 FEET WEST OF WEST CORNER OF BRIDGE, 23
 CM0874'FEET SOUTH OF A POWER POLE, 18 FEET NORTHWEST OF THE NORTHEAST END
 CM0874'OF AN 18-INCH PIPE CULVERT UNDER ROAD NORTHWEST, 1 FOOT NORTHEAST
 CM0874'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH HIGHWAY AND
 CM0874'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1002 ***********************************************************************
 CM1002  DESIGNATION -  EEW 48
 CM1002  PID         -  CM1002
 CM1002  STATE/COUNTY-  AL/RUSSELL
 CM1002  USGS QUAD   -  SEALE (1984)
 CM1002
 CM1002                         *CURRENT SURVEY CONTROL
 CM1002  ___________________________________________________________________
 CM1002* NAD 83(1986)-  32 18 58.     (N)    085 11 29.     (W)     SCALED    
 CM1002* NAVD 88     -       134.541  (meters)     441.41   (feet)  ADJUSTED  
 CM1002  ___________________________________________________________________
 CM1002  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 CM1002  DYNAMIC HT  -         134.386 (meters)     440.90  (feet)  COMP
 CM1002  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 CM1002
 CM1002  VERT ORDER  -  SECOND    CLASS 0
 CM1002
 CM1002.The horizontal coordinates were scaled from a topographic map and have
 CM1002.an estimated accuracy of +/- 6 seconds.
 CM1002
 CM1002.The orthometric height was determined by differential leveling
 CM1002.and adjusted by the National Geodetic Survey in June 1991..
 CM1002
 CM1002.The geoid height was determined by GEOID03.
 CM1002
 CM1002.The dynamic height is computed by dividing the NAVD 88
 CM1002.geopotential number by the normal gravity value computed on the
 CM1002.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1002.degrees latitude (g = 980.6199 gals.).
 CM1002
 CM1002.The modeled gravity was interpolated from observed gravity values.
 CM1002
 CM1002;                    North         East    Units  Estimated Accuracy
 CM1002;SPC AL E     -   201,540.      260,450.      MT  (+/- 180 meters Scaled)
 CM1002
 CM1002                          SUPERSEDED SURVEY CONTROL
 CM1002
 CM1002  NGVD 29 (??/??/92)  134.551  (m)          441.44   (f) ADJ UNCH    2 0
 CM1002
 CM1002.Superseded values are not recommended for survey control.
 CM1002.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1002.See file dsdata.txt to determine how the superseded data were derived.
 CM1002
 CM1002_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA702769(NAD 83)
 CM1002_MARKER: DD = SURVEY DISK
 CM1002_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1002_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1002_STAMPING: EEW 48 1946
 CM1002_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1002+STABILITY: SURFACE MOTION
 CM1002
 CM1002  HISTORY     - Date     Condition        Report By
 CM1002  HISTORY     - 1946     MONUMENTED       USGS
 CM1002  HISTORY     - 1952     GOOD             NGS
 CM1002
 CM1002                          STATION DESCRIPTION
 CM1002
 CM1002'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM1002'2 MI NW FROM SEALE.
 CM1002'ABOUT 0.8 MILE WEST ALONG STATE HIGHWAY 26 FROM THE JUNCTION OF
 CM1002'U.S. HIGHWAY 241 AT SEALE, THENCE ABOUT 1.25 MILES NORTHWEST ALONG
 CM1002'A GRAVEL ROAD, ABOUT 0.95 MILE SOUTH OF THE JUNCTION OF A ROAD EAST,
 CM1002'AT THE NORTHWEST CORNER OF A PECAN GROVE AND AT THE JUNCTION OF A
 CM1002'DRIVE SOUTHEAST TO A HOUSE THAT IS LOCATED IN PECAN GROVE, 37 FEET
 CM1002'EAST OF CENTER LINE OF ROAD, 10 FEET SOUTHWEST OF CENTER LINE OF
 CM1002'DRIVE, 31 FEET NORTH OF THE NORTH PECAN TREE IN WEST ROW OF TREES,
 CM1002'1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE ROAD
 CM1002'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1838 ***********************************************************************
 BU1838  DESIGNATION -  ELBA
 BU1838  PID         -  BU1838
 BU1838  STATE/COUNTY-  AL/COFFEE
 BU1838  USGS QUAD   -  ELBA (1983)
 BU1838
 BU1838                         *CURRENT SURVEY CONTROL
 BU1838  ___________________________________________________________________
 BU1838* NAD 83(1992)-  31 24 41.94161(N)    086 03 15.17527(W)     ADJUSTED  
 BU1838* NAVD 88     -       108.     (meters)     354.     (feet)  SCALED    
 BU1838  ___________________________________________________________________
 BU1838  LAPLACE CORR-           0.65  (seconds)                    DEFLEC99
 BU1838  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BU1838
 BU1838  HORZ ORDER  -  SECOND
 BU1838
 BU1838.The horizontal coordinates were established by classical geodetic methods
 BU1838.and adjusted by the National Geodetic Survey in December 1992..
 BU1838
 BU1838.The orthometric height was scaled from a topographic map.
 BU1838
 BU1838.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1838
 BU1838.The geoid height was determined by GEOID03.
 BU1838
 BU1838;                    North         East     Units Scale Factor Converg.
 BU1838;SPC AL E     -   101,090.572   178,996.804   MT  0.99996544   -0 06 54.4
 BU1838;UTM  16      - 3,475,611.346   589,902.025   MT  0.99969969   +0 29 34.7
 BU1838
 BU1838!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1838!SPC AL E     -   0.99998722  x   0.99996544  =   0.99995267
 BU1838!UTM  16      -   0.99998722  x   0.99969969  =   0.99968692
 BU1838
 BU1838|---------------------------------------------------------------------|
 BU1838| PID    Reference Object                     Distance      Geod. Az  |
 BU1838|                                                           dddmmss.s |
 BU1838| CF9609 ELBA RM 1                            20.387 METERS 10059     |
 BU1838| BT2162 NEW BROCKTON MUN TANK               APPROX.12.3 KM 1031822.6 |
 BU1838| CF9610 ELBA RM 2                            18.793 METERS 28554     |
 BU1838| CF9608 ELBA AZ MK                                         3005939.6 |
 BU1838|---------------------------------------------------------------------|
 BU1838
 BU1838                          SUPERSEDED SURVEY CONTROL
 BU1838
 BU1838  NAD 83(1986)-  31 24 41.95541(N)    086 03 15.17576(W) AD(       ) 2
 BU1838  NAD 27      -  31 24 41.35700(N)    086 03 15.36700(W) AD(       ) 2
 BU1838
 BU1838.Superseded values are not recommended for survey control.
 BU1838.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1838.See file dsdata.txt to determine how the superseded data were derived.
 BU1838
 BU1838_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV8990275611(NAD 83)
 BU1838_MARKER: DS = TRIANGULATION STATION DISK
 BU1838_SETTING: 0 = UNSPECIFIED SETTING
 BU1838
 BU1838  HISTORY     - Date     Condition        Report By
 BU1838  HISTORY     - 1944     MONUMENTED       CGS
 BU1838  HISTORY     - 1955     GOOD             LOCENG
 BU1838
 BU1838                          STATION DESCRIPTION
 BU1838
 BU1838'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1838'STATION IS LOCATED 0.6 MILE E OF THE CITY OF ELBA, ON LAND
 BU1838'OWNED BY FOX H. BRUNSON.  IT IS LOCATED ON THE SUMMIT OF A CLAY
 BU1838'BANK, ABOUT 250 FEET N OF U.S. HIGHWAY 84, 10 FEET N OF THE N BANK
 BU1838'OF A CLAY PIT, 3.6 FEET SW OF A WOODEN WITNESS POST, AND 2
 BU1838'FEET S OF AN E-W FENCELINE.  THE MARK IS STAMPED ELBA 1944
 BU1838'AND PROJECTS ABOUT 2 INCHES.
 BU1838'
 BU1838'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1838'DISKS SET IN CONCRETE.
 BU1838'
 BU1838'REFERENCE MARK 1 IS 66.89 FEET E OF THE STATION, 78 FEET W
 BU1838'OF THE SE FENCE CORNERPOST OF A CULTIVATED FIELD, AND 2 FEET
 BU1838'S OF THE E-W FENCELINE.  IT IS STAMPED ELBA NO 1 1944 AND PROJECTS
 BU1838'ABOUT 2 INCHES.
 BU1838'
 BU1838'REFERENCE MARK 2 IS 61.66 FEET W OF THE STATION AND 3 FEET
 BU1838'S OF THE E-W FENCELINE.  THE MARK IS ABOUT 2 FEET LOWER IN
 BU1838'ELEVATION THAN THE STATION MARK AND THE DISK IS STAMPED ELBA
 BU1838'NO 2 1944.
 BU1838'
 BU1838'AZIMUTH MARK IS NW OF THE STATION AND 38 FEET N OF THE CENTER
 BU1838'LINE OF A GRADED DIRT ROAD.  IT IS 28 FEET S OF THE FRONT YARD
 BU1838'FENCE OF THE MRS. ARVIE D. FULLER HOME, 5 FEET E OF
 BU1838'POWER-TRANSMISSION LINE POLE 175, AND 2.7 FEET E OF A WOODEN
 BU1838'WITNESS POST.  IT IS STAMPED ELBA 1944 AND PROJECTS ABOUT 2
 BU1838'INCHES.
 BU1838'
 BU1838'TO REACH THE STATION FROM THE TRAFFIC STOP LIGHT AT THE SE
 BU1838'CORNER OF THE COFFEE COUNTY COURTHOUSE SQUARE, GO E ON U.S.
 BU1838'HIGHWAY 84 FOR 0.6 MILE TO THE SUMMIT OF THE GRADE AND THE
 BU1838'STATION ON THE LEFT.
 BU1838'
 BU1838'TO REACH THE AZIMUTH MARK FROM THE STATION, GO W ON U.S. HIGHWAY
 BU1838'84 FOR 0.3 MILE TO A T-ROAD RIGHT, HERE TURN RIGHT AND GO 0.1 MILE
 BU1838'TO THE FULLER HOME ON THE LEFT AND THE MARK.
 BU1838'
 BU1838'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BU1838
 BU1838                          STATION RECOVERY (1955)
 BU1838
 BU1838'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1955 (LPM)
 BU1838'LETTER OF MAYOR L.P. MULLINS, CITY OF ELBA, ALABAMA DATED
 BU1838'AUGUST 31, 1955-
 BU1838'
 BU1838'REFERENCE MARK NO. 2 WAS DESTROYED DURING PAVING OPERATIONS.
 BU1838'
 BU1838'REFERENCE MARK DISK STAMPED ELBA NO 2 1944 RECEIVED 10/3/55.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4980 ***********************************************************************
 BG4980  DESIGNATION -  ELENA
 BG4980  PID         -  BG4980
 BG4980  STATE/COUNTY-  AL/BALDWIN
 BG4980  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG4980
 BG4980                         *CURRENT SURVEY CONTROL
 BG4980  ___________________________________________________________________
 BG4980* NAD 83(1992)-  30 13 45.54792(N)    087 52 32.01055(W)     ADJUSTED  
 BG4980* NAVD 88     -         4.4    (meters)      14.     (feet)  VERTCON   
 BG4980  ___________________________________________________________________
 BG4980  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 BG4980  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BG4980
 BG4980  HORZ ORDER  -  THIRD
 BG4980
 BG4980.The horizontal coordinates were established by classical geodetic methods
 BG4980.and adjusted by the National Geodetic Survey in December 1992..
 BG4980
 BG4980.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4980.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4980
 BG4980.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4980
 BG4980.The geoid height was determined by GEOID03.
 BG4980
 BG4980;                    North         East     Units Scale Factor Converg.
 BG4980;SPC AL W     -    25,478.955   563,849.643   MT  0.99994945   -0 11 20.7
 BG4980;UTM  16      - 3,344,520.302   415,747.610   MT  0.99968757   -0 26 27.0
 BG4980
 BG4980!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4980!SPC AL W     -   1.00000364  x   0.99994945  =   0.99995309
 BG4980!UTM  16      -   1.00000364  x   0.99968757  =   0.99969121
 BG4980
 BG4980                          SUPERSEDED SURVEY CONTROL
 BG4980
 BG4980  NAD 83(1992)-  30 13 45.56549(N)    087 52 32.01706(W) AD(       ) 3
 BG4980  NGVD 29 (05/01/92)    4.4    (m)           14.     (f) VERT ANG       
 BG4980
 BG4980.Superseded values are not recommended for survey control.
 BG4980.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4980.See file dsdata.txt to determine how the superseded data were derived.
 BG4980
 BG4980_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1574844520(NAD 83)
 BG4980_MARKER: DD = SURVEY DISK
 BG4980_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BG4980_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BG4980_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4980_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4980+STABILITY: SURFACE MOTION
 BG4980
 BG4980  HISTORY     - Date     Condition        Report By
 BG4980  HISTORY     - 1986     MONUMENTED       NOS
 BG4980
 BG4980                          STATION DESCRIPTION
 BG4980
 BG4980'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BG4980'STATION IS LOCATED ON A HIGH SAND DUNE W OF A DEVELOPMENT KNOWN AS
 BG4980'CABANA BEACH, IT IS IN THE DUNES OF THE BON SECOUR NATIONAL
 BG4980'WILDLIFE REFUGE.
 BG4980'
 BG4980'TO REACH THE STATION FROM GULF SHORES PROCEED FROM THE INTERSECTION
 BG4980'OF STATE HWY 59 AND 180 (FORT MORGAN ROAD).  GO W ON HWY 180 19.4
 BG4980'OF STATE HWY 59 AND 180 (FORT MORGAN ROAD).  GO W ON HWY 180
 BG4980'19.4 KM (12.05 MI) TO A DIRT ROAD LEFT, JUST OPPOSITE OF A MAILBOX
 BG4980'NO. 3331.  DIRT ROAD IS ALSO 1.3 KM (0.8 MI) W OF MILE MARKER
 BG4980'NO. 10.  PROCEED S ON DIRT ROAD WHILE BEARING RIGHT, TO THE END OF
 BG4980'ROAD FOR 1.04 KM (0.65 MI) TO A SIGN ON THE RIGHT ---PRIVATE BEACH
 BG4980'PROPERTY OWNERS ONLY---, TURN RIGHT.  PROCEED W DOWN BEACH VIA
 BG4980'FOUR-WHEEL DRIVE FOR 0.32 KM (0.2 MI) TO THE STATION ON THE RIGHT.
 BG4980'APPROXIMATELY 500 FT W OF THE WESTERLY HOUSE ON THE BEACH.
 BG4980'
 BG4980'STATION MARK IS A STANDARD ALUMINUM NOS DISK STAMPED---,
 BG4980'---ELENA 1986---, SECURED TO THE TOP OF A 40 IN ALUMINUM ROD
 BG4980'EMBEDDED IN A ROUND MONUMENT 10 IN DIA AND 2.5 FT DEEP.  THE MARK
 BG4980'IS APPROXIMATELY 325 FT N OF THE PRESENT HIGHWATER LINE, 1.28 M
 BG4980'(4.22 FT) E OF A WITNESS POST, 0.91 M (3.0 FT) W OF A WITNESS POST
 BG4980'AND 1 FT BELOW THE GROUND.
 BG4980'
 BG4980'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4980'
 BG4980'CONTACT REFUGE MANAGER FOR PERMISSION TO DRIVE ON BEACH,
 BG4980'PHONE NUMBER 968-8623.
 BG4980'
 BG4980'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1499 ***********************************************************************
 EF1499  DESIGNATION -  ELGIN
 EF1499  PID         -  EF1499
 EF1499  STATE/COUNTY-  AL/LAUDERDALE
 EF1499  USGS QUAD   -  WHEELER DAM (1988)
 EF1499
 EF1499                         *CURRENT SURVEY CONTROL
 EF1499  ___________________________________________________________________
 EF1499* NAD 83(1992)-  34 51 36.99913(N)    087 23 01.47526(W)     ADJUSTED  
 EF1499* NAVD 88     -       215.     (meters)     705.     (feet)  SCALED    
 EF1499  ___________________________________________________________________
 EF1499  LAPLACE CORR-           0.64  (seconds)                    DEFLEC99
 EF1499  GEOID HEIGHT-         -27.10  (meters)                     GEOID03
 EF1499
 EF1499  HORZ ORDER  -  SECOND
 EF1499
 EF1499.The horizontal coordinates were established by classical geodetic methods
 EF1499.and adjusted by the National Geodetic Survey in December 1992..
 EF1499
 EF1499.The orthometric height was scaled from a topographic map.
 EF1499
 EF1499.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1499
 EF1499.The geoid height was determined by GEOID03.
 EF1499
 EF1499;                    North         East     Units Scale Factor Converg.
 EF1499;SPC AL W     -   538,949.024   610,630.180   MT  0.99993473   +0 03 59.2
 EF1499;SPC TN       -    59,360.890   473,458.900   MT  1.00009161   -0 48 36.4
 EF1499;SPC TN       -   194,753.19  1,553,339.74   sFT  1.00009161   -0 48 36.4
 EF1499;UTM  16      - 3,857,615.694   464,923.293   MT  0.99961516   -0 13 09.6
 EF1499
 EF1499!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1499!SPC AL W     -   0.99997050  x   0.99993473  =   0.99990523
 EF1499!SPC TN       -   0.99997050  x   1.00009161  =   1.00006210
 EF1499!UTM  16      -   0.99997050  x   0.99961516  =   0.99958567
 EF1499
 EF1499:                Primary Azimuth Mark                     Grid Az
 EF1499:SPC AL W     -  CROWDER                                  036 51 43.0
 EF1499:SPC TN       -  CROWDER                                  037 44 18.6
 EF1499:UTM  16      -  CROWDER                                  037 08 51.8
 EF1499
 EF1499|---------------------------------------------------------------------|
 EF1499| PID    Reference Object                     Distance      Geod. Az  |
 EF1499|                                                           dddmmss.s |
 EF1499| EF1497 CROWDER                             APPROX.19.4 KM 0365542.2 |
 EF1499| CG5738 ELGIN RM 1                           37.804 METERS 09724     |
 EF1499| CS7015 ELGIN RM 3                           25.335 METERS 17102     |
 EF1499| CG5739 ELGIN RM 2                           35.162 METERS 19233     |
 EF1499| CS7016 ELGIN RM 4                           21.505 METERS 25802     |
 EF1499| CG5737 ELGIN AZ MK                                        2851637.2 |
 EF1499| EF1782 ELGIN AZ MK 2                       APPROX. 0.7 KM 2902546.9 |
 EF1499|---------------------------------------------------------------------|
 EF1499
 EF1499                          SUPERSEDED SURVEY CONTROL
 EF1499
 EF1499  NAD 83(1986)-  34 51 37.00872(N)    087 23 01.47828(W) AD(       ) 2
 EF1499  NAD 27      -  34 51 36.70300(N)    087 23 01.39700(W) AD(       ) 2
 EF1499
 EF1499.Superseded values are not recommended for survey control.
 EF1499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1499.See file dsdata.txt to determine how the superseded data were derived.
 EF1499
 EF1499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD6492357616(NAD 83)
 EF1499_MARKER: DS = TRIANGULATION STATION DISK
 EF1499_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1499_SP_SET: CONCRETE POST
 EF1499_STAMPING: ELGIN 1934
 EF1499_MARK LOGO: CGS   
 EF1499_MAGNETIC: O = OTHER; SEE DESCRIPTION
 EF1499_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1499+STABILITY: SURFACE MOTION
 EF1499
 EF1499  HISTORY     - Date     Condition        Report By
 EF1499  HISTORY     - 1934     MONUMENTED       CGS
 EF1499  HISTORY     - 1934     GOOD             CGS
 EF1499  HISTORY     - 1950     GOOD             TVA
 EF1499  HISTORY     - 1962     GOOD             CGS
 EF1499  HISTORY     - 1973     GOOD             LOCSUR
 EF1499  HISTORY     - 19800101 GOOD             NGS
 EF1499  HISTORY     - 19910724 GOOD             ALHD
 EF1499
 EF1499                          STATION DESCRIPTION
 EF1499
 EF1499'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EF1499'ABOUT 0.7 MILE NORTH-NORTHEAST OF ELGIN, 4 MILES EAST OF CENTER STAR,
 EF1499'AND ON PROPERTY OF EDGAR CRITTENDEN OF HARTSVILLE.  TO REACH FROM
 EF1499'ELGIN (ABOUT 18 MILES EAST OF FLORENCE) AT INTERSECTION OF U.S.
 EF1499'ROUTE 72 AND GRAVEL ROAD, TURN NORTH ONTO GRAVEL ROAD AND PROCEED
 EF1499'0.6 MILE, TURN RIGHT ONTO FARM ROAD AND FOLLOW IT AROUND BARN AND
 EF1499'0.45 MILE TO TENANT HOUSE AND STATION SITE.  STATION IS IN
 EF1499'NORTHWEST CORNER OF GARDEN, 34.5 FEET SOUTHEAST OF 30-INCH WHITE
 EF1499'OAK WITH TRIANGULAR BLAZE, 35.7 FEET NORTHEAST OF NORTHEAST
 EF1499'CORNER OF HOUSE, AND 22 FEET SOUTH OF LANE.  SURFACE AND
 EF1499'UNDERGROUND MARKS ARE STANDARD DISK STATION MARKS IN CONCRETE.
 EF1499'REFERENCE AND AZIMUTH MARKS ARE STANDARD
 EF1499'REFERENCE DISKS IN CONCRETE CYLINDERS.  NO. 1 IS AT EDGE OF COTTON
 EF1499'FIELD, 5 FEET NORTH OF LANE, AND 124.03 FEET FROM STATION
 EF1499'S 82 DEG 36 MIN E.  NO. 2 IS IN EDGE OF CULTIVATED FIELD, 7
 EF1499'FEET SOUTH OF FARM ROAD LEADING TO REAR OF HOUSE, AND 115.36 FEET
 EF1499'FROM STATION S 12 DEG 33 MIN W.  AZIMUTH MARK IS AT EDGE OF
 EF1499'CULTIVATED FIELD, ON PROPERTY OF EDGAR CRITTENDEN, 18 FEET EAST OF
 EF1499'CENTER LINE OF MAIN ROAD, 45 FEET EAST OF 24-INCH WHITE OAK, AND 0.5
 EF1499'MILE FROM STATION N 74 DEG 43 MIN W.  AZIMUTH FROM
 EF1499'STATION TO TOM HURSTONS HOUSE, NORTH CHIMNEY, DISTANT 0.6 MILE, IS
 EF1499'122 DEG 02 MIN.
 EF1499
 EF1499                          STATION RECOVERY (1934)
 EF1499
 EF1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1934
 EF1499'RECOVERED IN GOOD CONDITION.
 EF1499
 EF1499                          STATION RECOVERY (1950)
 EF1499
 EF1499'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF1499'STATION AND REFERENCE MARKS 1 AND 2 WERE FOUND IN GOOD CONDITION.
 EF1499'THE AZIMUTH MARK WAS DESTROYED.  MONUMENT FOUND LYING IN A DITCH.
 EF1499'
 EF1499'STATION IS IN A FIELD, 34.5 FT. SE OF A 30-INCH WHITE OAK TREE WITH A
 EF1499'TRIANGULAR BLAZE AND 22 FT. S OF A LANE AND 0.45 MI. N OF A FENCE.
 EF1499'A CONTROL-MARKER SIGN SET 1 FT. E OF THE MARK.
 EF1499'
 EF1499'REFERENCE MARK 2 DESCRIPTION OMITS LEADING TO REAR OF HOUSE.
 EF1499
 EF1499                          STATION RECOVERY (1962)
 EF1499
 EF1499'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1962 (WAZ)
 EF1499'THE STATION AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND IN GOOD
 EF1499'CONDITION.  REFERENCE MARK NO. 2 WAS FOUND LYING ON IT SIDE AT THE
 EF1499'EDGE OF A PASTURE AND THE DISK WAS REMOVED FOR SUBMISSION TO THE
 EF1499'WASHINGTON OFFICE.  A COMPLETE AND THOROUGH SEARCH WAS MADE FOR
 EF1499'THE AZIMUTH MARK, BUT IT COULD NOT BE FOUND.  THE GRAVELED ROAD
 EF1499'ALONG WHICH THE MARK WAS ESTABLISHED IN 1934 IS NOW ALABAMA
 EF1499'STATE ROUTE 101. IT IS PRESUMED THAT THE MARK WAS DESTROYED AT THE
 EF1499'TIME STATE ROUTE 101 WAS UNDER CONSTRUCTION.  THE ORIGINAL
 EF1499'DESCRIPTION IS NO LONGER ADEQUATE.  FOLLOWING IS A NEW AND
 EF1499'COMPLETE DESCRIPTION.
 EF1499'
 EF1499'THE STATION IS ON THE PROPERTY OF MR. JESS PUTMAN, ABOUT 0.7 OF A
 EF1499'MILE NORTH-NORTHEAST OF ELGIN.
 EF1499'
 EF1499'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 72 AND STATE
 EF1499'ROUTE 101 IN THE SMALL COMMUNITY OF ELGIN, GO NORTH ON STATE ROUTE
 EF1499'101 FOR 0.8 MILE TO A FIELD ROAD ON THE RIGHT JUST NORTH OF MASHBURNS
 EF1499'BAIT SHOP.  HERE TURN RIGHT ON THIS FIELD ROAD AND GO EASTERLY ALONG
 EF1499'THE NORTH SIDE OF A FENCE FOR 0.2 MILE TO A WIRE GATE DIRECTLY
 EF1499'UNDER A T.V.A. TRANSMISSION LINE, PASS THROUGH THIS WIRE GATE AND
 EF1499'CONTINUE EAST FOR 0.25 MILE TO THE TOP OF A RISE TO A WIRE GATE,
 EF1499'PASS THROUGH THIS GATE ABOUT 100 FEET AND THE STATION ON THE RIGHT
 EF1499'AT THE SITE OF A DESTROYED HOME.
 EF1499'
 EF1499'THE STATION IS 99 FEET EAST OF A 24-INCH, POST OAK TREE, 84 FEET
 EF1499'NORTH OF A FENCE, 84 FEET NORTHEAST OF A 30-INCH, POST OAK TREE, 74
 EF1499'FEET EAST OF A FENCE, 32 FEET SOUTH OF THE APPROXIMATE CENTER OF
 EF1499'THE FIELD ROAD, AND 1.1 FEET WEST OF A METAL WITNESS POST AND TVA
 EF1499'SIGN.  IT IS A STANDARD DISK SET IN THE TOP OF A ROUND MASS OF
 EF1499'CONCRETE ABOUT 18 INCHES IN DIAMETER AND 1 FOOT BELOW THE
 EF1499'SURROUNDING SURFACE, AND THE DISK IS STAMPED ELGIN 1934.
 EF1499'THE DISK HAD NO DATE STAMPED ON IT AND THE 1934 DATE WAS
 EF1499'STAMPED ON THE DISK AT THE TIME OF THIS RECOVERY.
 EF1499'
 EF1499'REFERENCE MARK NO. 1 IS 69 FEET NORTH OF A FENCE, 7 FEET NORTH OF THE
 EF1499'APPROXIMATE CENTER OF THE FIELD ROAD AND AT THE SOUTH EDGE OF A
 EF1499'CULTIVATED FIELD.  IT IS A STANDARD DISK SET IN THE TOP OF A
 EF1499'12-INCH, ROUND, CONCRETE MONUMENT THAT PROJECTS 13 INCHES AND THE
 EF1499'DISK IS STAMPED ELGIN NO 1 1934.  THE DISK HAD NO
 EF1499'DATE STAMPED ON IT AND THE 1934 DATE WAS STAMPED ON THE DISK AT THE
 EF1499'TIME OF THIS RECOVERY.
 EF1499
 EF1499                          STATION RECOVERY (1973)
 EF1499
 EF1499'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1973 (H)
 EF1499'DESCRIPTION GOOD.
 EF1499'
 EF1499'PLACED POST 1 FOOT SW OF MONUMENT.
 EF1499'
 EF1499'AZ. DESTROYED BY HWY CONST.
 EF1499'
 EF1499'RM 1 FOUND GOOD.
 EF1499'
 EF1499'PLACED POST 1 FOOT SW OF MONUMENT.
 EF1499'
 EF1499'RM 2 MONUMENT FOUND PULLED OUT OF GROUND - DESTROYED.
 EF1499
 EF1499                          STATION RECOVERY (1980)
 EF1499
 EF1499'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (CLN)
 EF1499'ONLY THE STATION MARK WAS RECOVERED IN GOOD CONDITION, REFERENCE MARK
 EF1499'NO 1 WAS FOUND DESTROYED AND THE DISK WAS RECLAIMED AT THIS TIME.
 EF1499'REFERENCE MARK NO 2 AND THE AZIMUTH MARK WERE PREVIOUSLY REPORTED
 EF1499'DESTROYED.  NEW REFERENCE MARKS NO 3 AND NO 4 AND A NEW AZIMUTH MARK
 EF1499'WERE ESTABLISHED AT THIS DATE.  A NEW DESCRIPTION FOLLOWS.  THE
 EF1499'STATION IS LOCATED 4 MI (6.44 KM) EAST OF CENTER STAR, 0.7 MI (1.13
 EF1499'KM) NORTH NORTHEAST OF ELGIN AND 0.4 FT (0.12 M) EAST OF STATE HIGHWAY
 EF1499'101 ON HIGHEST PART OF A LOW HILL IN OPEN PASTURE.  TO REACH FROM THE
 EF1499'JUNCTION OF US HIGHWAY 72 AND STATE HIGHWAY 101 AT ELGIN, GO NORTH ON
 EF1499'STATE HIGHWAY 101 FOR 0.73 MI (1.17 KM) TO A FIELD ROAD AND GATE ON
 EF1499'THE RIGHT, AT A STONE BUILDING AND CAR LOT, TURN RIGHT THROUGH GATE
 EF1499'AND GO EASTERLY ON FIELD ROAD FOR 0.43 MI (0.69 KM) TO A SMALL POND ON
 EF1499'THE RIGHT AND STATION JUST EAST. THE STATION IS A STANDARD DISK,
 EF1499'STAMPED ELGIN 1934, SET IN THE TOP OF A SQUARE CONCRETE POST, 1 FT
 EF1499'(0.30 M) BELOW THE SURFACE OF THE GROUND.  IT IS 84 FT (25.60 M)
 EF1499'NORTHEAST OF A 42 INCH OAK TREE AT FENCE CORNER, 84.3 FT (25.69 M)
 EF1499'NORTH OF A METAL WITNESS POST AND SIGN IN FENCELINE, 74.5 FT (22.71 M)
 EF1499'NORTH NORTHWEST OF THE CENTER OF FIELD ROAD, 99 FT (30.18 M) EAST OF A
 EF1499'POST OAK TREE AT EDGE OF POND AND 72 FT (21.95 M) EAST OF A METAL
 EF1499'WITNESS POST AND SIGN IN FENCELINE. REFERENCE MARK NO 3 IS A STANDARD
 EF1499'DISK, STAMPED ELGIN 1934 NO 3 1980, SET IN THE TOP OF A ROUND CONCRETE
 EF1499'POST FLUSH WITH THE GROUND. IT IS 64.7 FT (19.72 M) EAST SOUTHEAST OF
 EF1499'A 42 INCH OAK TREE AT FENCE CORNER, 8.7 FT (2.65 M) SOUTH OF THE
 EF1499'CENTER OF FIELD ROAD AND 1 FT (0.30 M) NORTH OF A METAL WITNESS POST
 EF1499'AND SIGN IN FENCELINE. REFERENCE MARK NO 4 IS A STANDARD DISK, STAMPED
 EF1499'ELGIN 1934 NO 4 1980, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH
 EF1499'WITH THE GROUND. IT IS 56 FT (17.07 M) NORTH OF A 42 INCH OAK TREE AT
 EF1499'FENCE CORNER, 28.5 FT (8.69 M) EAST NORTHEAST OF A 36 INCH POST OAK
 EF1499'TREE AT POND AND 1 FT (0.30 M) EAST OF A METAL WITNESS POST AND SIGN
 EF1499'IN FENCELINE. THE AZIMUTH MARK IS A STANDARD DISK, STAMPED ELGIN 1934
 EF1499'1980, SET IN THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE GROUND.
 EF1499'IT IS 115.6 FT (35.23 M) NORTHWEST OF THE NORTHWEST CORNER OF A BRICK
 EF1499'HOUSE, 40.9 FT (12.47 M) EAST OF THE CENTER OF ROAD, 4.3 FT (1.31 M)
 EF1499'EAST SOUTHEAST OF A POWER POLE AND 2.0 FT (0.61 M) EAST OF A METAL
 EF1499'WITNESS POST AND SIGN.  TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF
 EF1499'STATE HIGHWAY 101 AND THE FIELD ROAD LEADING TO THE STATION, GO NORTH
 EF1499'ON STATE HIGHWAY 101 FOR 0.2 MI (0.32 KM) TO HOUSE AND MARK ON THE
 EF1499'RIGHT.
 EF1499
 EF1499                          STATION RECOVERY (1991)
 EF1499
 EF1499'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 EF1499'THE STATION IS LOCATED IN LAUDERDALE COUNTY ON PROPERTY OWNED BY MR.
 EF1499'JOHNNY HAYES, ABOUT 5.65 MI (9.09 KM) NORTHWEST OF ROGERSVILLE AND
 EF1499'ABOUT 7.45 MI (11.99 KM) SOUTH OF LEXINGTON.
 EF1499'TO REACH THE STATION FROM THE JUNCTION OF U.S. 72 AND ALA 101 (MILE
 EF1499'POST 28.25 ON ALA 101 AND MILE POST 50.40 ON U.S. 72) AT A TRAFFIC
 EF1499'LIGHT IN ELGIN, DRIVE NORTH ON ALA 101 FOR 0.75 MI (1.21 KM) TO MILE
 EF1499'POST 29.00 AND TWO GRAVEL DRIVEWAYS ON THE RIGHT, TURN RIGHT ON THE
 EF1499'NORTH DRIVEWAY AND DRIVE EAST FOR 0.15 MI (0.24 KM) TO A BRICK HOUSE
 EF1499'ON THE LEFT, STOP HERE AND GET A KEY TO THE GATE, CONTINUE EAST FOR
 EF1499'0.10 MI (0.16 KM) TO A LOCKED CHAIN ACROSS THE FIELD ROAD, PASS
 EF1499'THROUGH THE GATE AND DRIVE EAST FOR 0.20 MI (0.32 KM) ALONG THE NORTH
 EF1499'SIDE OF THE FENCE TO THE STATION ON THE LEFT.
 EF1499'THE STATION IS 71.7 FT (21.9 M) EAST-NORTHEAST OF A METAL WITNESS POST
 EF1499'AT RM 4, 71.7 FT (21.9 M) EAST-NORTHEAST OF AN OLD PARTIALLY DOWN
 EF1499'BARBED WIRE FENCE ON WOOD POSTS, 75.0 FT (22.9 M) NORTH OF THE CENTER
 EF1499'OF THE FIELD ROAD, 82.3 FT (25.1 M) NORTH OF A ONE STRAND BARBED WIRE
 EF1499'AND ONE STRAND SMOOTH WIRE ELECTRIC FENCE ON STEEL AND WOOD POSTS,
 EF1499'84.5 FT (25.8 M) NORTHEAST OF A 36-INCH WHITE OAK TREE, AND 85.1 FT
 EF1499'(25.9 M) NORTH OF A METAL WITNESS POST AT RM 3.
 EF1499'ELGIN AZIMUTH 1980 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF1499'BEFORE USING THIS STATION AT ANY TIME, PLEASE CONTACT,
 EF1499'MR. JOHNNY HAYES
 EF1499'ROUTE 4, BOX 173 E
 EF1499'ROGERSVILLE, ALABAMA 35652
 EF1499'PHONE 205-247-1229.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3036 ***********************************************************************
 CN3036  DESIGNATION -  ELLARDS
 CN3036  PID         -  CN3036
 CN3036  STATE/COUNTY-  AL/BIBB
 CN3036  USGS QUAD   -  HEIBERGER (1983)
 CN3036
 CN3036                         *CURRENT SURVEY CONTROL
 CN3036  ___________________________________________________________________
 CN3036* NAD 83(1992)-  32 50 21.86142(N)    087 15 10.45883(W)     ADJUSTED  
 CN3036* NAVD 88     -        82.4    (meters)     270.     (feet)  VERTCON   
 CN3036  ___________________________________________________________________
 CN3036  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 CN3036  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CN3036
 CN3036  HORZ ORDER  -  SECOND
 CN3036
 CN3036.The horizontal coordinates were established by classical geodetic methods
 CN3036.and adjusted by the National Geodetic Survey in December 1992..
 CN3036
 CN3036.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3036.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3036
 CN3036.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3036
 CN3036.The geoid height was determined by GEOID03.
 CN3036
 CN3036;                    North         East     Units Scale Factor Converg.
 CN3036;SPC AL W     -   314,830.339   623,132.031   MT  0.99993993   +0 08 02.4
 CN3036;UTM  16      - 3,633,512.028   476,331.908   MT  0.99960691   -0 08 13.7
 CN3036
 CN3036!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3036!SPC AL W     -   0.99999164  x   0.99993993  =   0.99993157
 CN3036!UTM  16      -   0.99999164  x   0.99960691  =   0.99959855
 CN3036
 CN3036|---------------------------------------------------------------------|
 CN3036| PID    Reference Object                     Distance      Geod. Az  |
 CN3036|                                                           dddmmss.s |
 CN3036| CF9612 ELLARDS RM 1                         18.907 METERS 07432     |
 CN3036| CF9613 ELLARDS RM 2                         21.126 METERS 13812     |
 CN3036| CF9611 ELLARDS AZ MK                                      1961048.3 |
 CN3036|---------------------------------------------------------------------|
 CN3036
 CN3036                          SUPERSEDED SURVEY CONTROL
 CN3036
 CN3036  NAD 83(1986)-  32 50 21.86944(N)    087 15 10.46253(W) AD(       ) 2
 CN3036  NAD 27      -  32 50 21.41452(N)    087 15 10.46917(W) AD(       ) 2
 CN3036  NGVD 29 (07/19/86)   82.4    (m)          270.     (f) VERT ANG       
 CN3036
 CN3036.Superseded values are not recommended for survey control.
 CN3036.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3036.See file dsdata.txt to determine how the superseded data were derived.
 CN3036
 CN3036_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7633233512(NAD 83)
 CN3036_MARKER: DS = TRIANGULATION STATION DISK
 CN3036_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3036_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN3036
 CN3036  HISTORY     - Date     Condition        Report By
 CN3036  HISTORY     - 1970     MONUMENTED       NGS
 CN3036
 CN3036                          STATION DESCRIPTION
 CN3036
 CN3036'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 CN3036'THE STATION IS LOCATED ABOUT 9 MILES SOUTHWEST OF BRENT, 6 MILES
 CN3036'NORTH-NORTHEAST OF HEIBERGER, 1/2 MILE NORTH OF THE BIBB-PERRY
 CN3036'COUNTY LINE AND JUST EAST OF STATE HIGHWAY 5 RIGHT-OF-WAY.  IT IS ON
 CN3036'A HIGH OUTBANK, ABOUT 20 FEET ABOVE THE LEVEL OF HIGHWAY.
 CN3036'
 CN3036'TO REACH THE STATION FROM THE POST OFFICE IN BRENT, GO SOUTHWEST ON
 CN3036'STATE HIGHWAYS 5 AND 25 FOR 5.2 MILES TO WHERE STATE HIGHWAY 25
 CN3036'TURNS RIGHT, CONTINUES SOUTHERLY ON STATE HIGHWAY 5 FOR 3.65 MILES
 CN3036'TO A DRIVEWAY ON THE LEFT AND THE STATION IN THE SOUTHEAST ANGLE
 CN3036'OF THE INTERSECTION.  THE DRIVEWAY IS JUST AFTER PASSING THE
 CN3036'CREST OF THE HIGHEST HILL IN THE IMMEDIATE VICINITY.
 CN3036'
 CN3036'STATION MARKS ARE STANDARD DISKS STAMPED ELLARDS 1970.  THE SURFACE
 CN3036'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN3036'THAT IS FLUSH WITH THE GROUND SURFACE.  IT IS 78 FEET EAST OF THE
 CN3036'CENTER OF STATE HIGHWAY 5, 51.5 FEET WEST OF A 14-INCH PERSIMMON
 CN3036'TREE, 45 FEET SOUTH OF THE CENTER OF DRIVEWAY AND 25 FEET SOUTHWEST
 CN3036'OF TELEPHONE POLE NUMBER B-69 SPA6-30.  THE UNDERGROUND DISK IS
 CN3036'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 40 INCHES BELOW
 CN3036'THE GROUND SURFACE.
 CN3036'
 CN3036'REFERENCE MARK 1, A STANDARD DISK STAMPED ELLARDS NO 1 1970, IS
 CN3036'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS
 CN3036'FLUSH WITH THE GROUND SURFACE.  IT IS 40.3 FEET EAST OF THE
 CN3036'TELEPHONE POLE, 30 FEET NORTH OF THE PERSIMMON TREE, 27 FEET SOUTH
 CN3036'OF THE CENTER OF DRIVEWAY AND ABOUT LEVEL WITH THE STATION.
 CN3036'
 CN3036'REFERENCE MARK 1, A STANDARD DISK STAMPED ELLARDS NO 2 1970, IS SET
 CN3036'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH
 CN3036'WITH THE GROUND SURFACE.  IT IS 72.5 FEET SOUTH-SOUTHEAST OF THE
 CN3036'TELEPHONE POLE, 40 FEET SOUTH OF THE PERSIMMON TREE, 3 FEET
 CN3036'NORTHEAST OF A 10-INCH OAK TREE AND ABOUT 2 FEET LOWER THAN THE
 CN3036'STATION.
 CN3036'
 CN3036'THE AZIMUTH MARK, A STANDARD DISK STAMPED ELLARDS 1970, IS SET IN THE
 CN3036'TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT IS FLUSH WITH
 CN3036'THE GROUND SURFACE.  IT IS 22 FEET WEST OF THE CENTER OF STATE
 CN3036'HIGHWAY 5, 2.2 FEET SOUTHEAST OF A METAL WITNESS POST AND 1.7 FEET
 CN3036'NORTHWEST OF A METAL SIGN POST, THE SIGN READS LEAVE BIBB
 CN3036'COUNTY-ENTER PERRY COUNTY.
 CN3036'
 CN3036'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHERLY ON STATE
 CN3036'HIGHWAY 5 FOR 0.65 MILE TO THE BIBB-PERRY COUNTY LINE AND THE MARK
 CN3036'ON THE RIGHT.
 CN3036'
 CN3036'HEIGHT OF LIGHT ABOVE STATION MARK 1.5 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0102 ***********************************************************************
 BH0102  DESIGNATION -  ELLICOTT STONE ECC
 BH0102  PID         -  BH0102
 BH0102  STATE/COUNTY-  AL/MOBILE
 BH0102  USGS QUAD   -  CREOLA (1985)
 BH0102
 BH0102                         *CURRENT SURVEY CONTROL
 BH0102  ___________________________________________________________________
 BH0102* NAD 83(1992)-  30 59 50.86693(N)    088 01 21.58535(W)     ADJUSTED  
 BH0102* NAVD 88     -         9.088  (meters)      29.82   (feet)  ADJUSTED  
 BH0102  ___________________________________________________________________
 BH0102  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 BH0102  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH0102  DYNAMIC HT  -           9.077 (meters)      29.78  (feet)  COMP
 BH0102  MODELED GRAV-     979,368.9   (mgal)                       NAVD 88
 BH0102
 BH0102  HORZ ORDER  -  FIRST
 BH0102  VERT ORDER  -  FIRST     CLASS II
 BH0102
 BH0102.The horizontal coordinates were established by classical geodetic methods
 BH0102.and adjusted by the National Geodetic Survey in December 1992..
 BH0102
 BH0102.The orthometric height was determined by differential leveling
 BH0102.and adjusted by the National Geodetic Survey in June 1991..
 BH0102
 BH0102.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH0102
 BH0102.The geoid height was determined by GEOID03.
 BH0102
 BH0102.The dynamic height is computed by dividing the NAVD 88
 BH0102.geopotential number by the normal gravity value computed on the
 BH0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0102.degrees latitude (g = 980.6199 gals.).
 BH0102
 BH0102.The modeled gravity was interpolated from observed gravity values.
 BH0102
 BH0102;                    North         East     Units Scale Factor Converg.
 BH0102;SPC AL W     -   110,689.532   550,085.173   MT  0.99996406   -0 16 09.0
 BH0102;UTM  16      - 3,429,769.540   402,365.393   MT  0.99971758   -0 31 36.2
 BH0102
 BH0102!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH0102!SPC AL W     -   1.00000304  x   0.99996406  =   0.99996710
 BH0102!UTM  16      -   1.00000304  x   0.99971758  =   0.99972062
 BH0102
 BH0102|---------------------------------------------------------------------|
 BH0102| PID    Reference Object                     Distance      Geod. Az  |
 BH0102|                                                           dddmmss.s |
 BH0102| BH0103 O 9 ELLICOTT STONE                   40.211 METERS 02000     |
 BH0102| BG4163 MINETTE RESET                       APPROX.22.1 KM 1295540.6 |
 BH0102| BH0100 ELLICOTT STONE ECC RM 2              35.737 METERS 20726     |
 BH0102| BH0097 ELLICOTT STONE ECC AZ MK                           2104957.1 |
 BH0102| BH0099 ELLICOTT STONE ECC RM 1              32.341 METERS 33409     |
 BH0102|---------------------------------------------------------------------|
 BH0102
 BH0102                          SUPERSEDED SURVEY CONTROL
 BH0102
 BH0102  NAD 83(1986)-  30 59 50.88662(N)    088 01 21.58948(W) AD(       ) 1
 BH0102  NAD 27      -  30 59 50.23600(N)    088 01 21.59400(W) AD(       ) 1
 BH0102  NGVD 29 (??/??/??)    9.088  (m)           29.82   (f) ADJUSTED    1 2
 BH0102
 BH0102.Superseded values are not recommended for survey control.
 BH0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0102.See file dsdata.txt to determine how the superseded data were derived.
 BH0102
 BH0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV0236529770(NAD 83)
 BH0102_MARKER: DS = TRIANGULATION STATION DISK
 BH0102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0102_SP_SET: CONCRETE POST
 BH0102_STAMPING: ELLICOTT STONE ECC 1938
 BH0102_MARK LOGO: CGS   
 BH0102_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH0102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0102+STABILITY: SURFACE MOTION
 BH0102_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0102+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 BH0102
 BH0102  HISTORY     - Date     Condition        Report By
 BH0102  HISTORY     - 1938     MONUMENTED       CGS
 BH0102  HISTORY     - 1948     GOOD             CGS
 BH0102  HISTORY     - 1951     GOOD             CGS
 BH0102  HISTORY     - 19910409 GOOD             ALHD
 BH0102  HISTORY     - 20020814 GOOD             JCLS
 BH0102  HISTORY     - 20060323 GOOD             JCLS
 BH0102
 BH0102                          STATION DESCRIPTION
 BH0102
 BH0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (APR)
 BH0102'STATION IS LOCATED ABOUT 23 MILES N OF MOBILE, ABOUT 3.3 MILES N OF
 BH0102'AXIS POST OFFICE, ON THE R SIDE OF ALA. 5, ON THE E SIDE OF R.R.
 BH0102'TRACK, ON A LOW, PINE-COVERED KNOLL, MARK IS A STANDARD BRONZE DISK
 BH0102'SET IN CONCRETE BLOCK, PROJECTING 4 INCHES
 BH0102'ABOVE GROUND, IS STAMPED ELLICOTT STONE ECC 1938, APPROXIMATELY 400
 BH0102'FEET NE OF R.R. TRACK AND 40.211 METERS S OF ELLICOT STONE 1799.
 BH0102'
 BH0102'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 BH0102'SET IN CONCRETE.
 BH0102'
 BH0102'REFERENCE MARK NO. 1 IS A STANDARD BRONZE DISK SET IN CONCRETE, NW OF
 BH0102'STATION, IS STAMPED ELLICOTT STONE ECC 1938, PROJECTING 4
 BH0102'INCHES ABOVE THE SURFACE.  REFERENCE MARK NO. 2 IS SW OF STATION, IS
 BH0102'STAMPED ELLICOTT STONE ECC 1938, PROJECTING 4 INCHES ABOVE THE
 BH0102'SURFACE.
 BH0102'
 BH0102'AZIMUTH MARK IS SW OF STATION, PROJECTING 6 INCHES ABOVE THE SURFACE,
 BH0102'IS STAMPED ELLICOTT STONE ECC 1938, IS 72 FEET E OF R.R. TRACK AND
 BH0102'14 FEET N OF OLD WOODS ROAD.
 BH0102'
 BH0102'ELLICOTT STONE 1799 IS A 16- BY 24-INCH SANDSTONE SLAB PROJECTING 2
 BH0102'FEET ABOVE THE SURFACE AND MARKED AS FOLLOWS- ON THE N SIDE (U.S.
 BH0102'LAT. 31. 1799) AND ON THE S SIDE (DOMINIO-DE. S.M.CA LOS.1V) LAT. 31
 BH0102'1799), THERE IS A COPPER DISK SET IN A DRILL HOLE IN THE TOP OF THE
 BH0102'STONE, IS STAMPED U.S.C. AND G.S. AND STATE SURVEY STA. NO. 327.
 BH0102'
 BH0102'TO REACH FROM THE JUNCTION OF U.S. 90 AND ALA. 5, GO N ON 5 FOR 18.4
 BH0102'MILES TO THE POST OFFICE IN THE VILLAGE OF AXIS, CONTINUE STRAIGHT
 BH0102'AHEAD ON 5 FOR 3.30 MILES TO BRIDGE OVER COLD CREEK, KEEP STRAIGHT
 BH0102'AHEAD ON 5 FOR 1.35 MILES TO GATE ON R SIDE OF ROAD, TURN R THROUGH
 BH0102'GATE AND GO 0.1 MILE E TO FORK, TAKE R FORK AND GO E 0.05 MILE TO
 BH0102'R.R. TRACK, CROSS R.R. TRACK AND GO NE 0.15 MILE TO END OF DIM
 BH0102'TRAIL AND STATION.
 BH0102'
 BH0102'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BH0102
 BH0102                          STATION RECOVERY (1948)
 BH0102
 BH0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1948 (TB)
 BH0102'LETTER OF MR. TUNSTALL BRYARS, SURVEYOR, SPRING HILL, ALA., DATED
 BH0102'DECEMBER 7, 1948-
 BH0102'
 BH0102'REFERENCE MARK NO. 1 IS 117.25 FEET SW OF THE STATION INSTEAD OF NW
 BH0102'AS DESCRIBED IN 1938.
 BH0102'
 BH0102'REFERENCE MARK NO. 2 IS 106.15 FEET NW OF THE STATION INSTEAD OF SW
 BH0102'AS DESCRIBED IN 1938.
 BH0102
 BH0102                          STATION RECOVERY (1951)
 BH0102
 BH0102'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951
 BH0102'2.8 MI N FROM LEMOYNE.
 BH0102'ABOUT 2.8 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE ROAD
 BH0102'CROSSING AT LEMOYNE, ABOUT 95 YARDS EAST OF TRACK, BETWEEN POLES NO.
 BH0102'679 AND 680, 117 FEET NORTHEAST OF RM NO. 1, 106 FEET SOUTHEAST OF RM
 BH0102'NO. 2, 131 FEET SOUTHWEST OF ELLICOTT STONE, 1 1/2 FEET WEST OF A
 BH0102'WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A CONCRETE POST
 BH0102'PROJECTING 3 INCHES.
 BH0102
 BH0102                          STATION RECOVERY (1991)
 BH0102
 BH0102'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BH0102'THE STATION IS LOCATED IN MOBILE COUNTY ON PROPERTY OWNED BY ALABAMA
 BH0102'POWER COMPANY, ABOUT 6.00 MI (9.66 KM) SOUTH OF MOUNT VERNON AND
 BH0102'ABOUT 6.60 MI (10.62 KM) NORTH-NORTHEAST OF CREOLA.
 BH0102'TO REACH THE STATION FROM EXIT 19 ON I-65 (MILE POST 14.15 ON U.S. 43)
 BH0102', DRIVE NORTH ON U.S. 43 FOR 8.50 MI (13.68 KM) TO MILE POST 22.65 AND
 BH0102'THE SOUTH SIDE OF A HIGH VOLTAGE POWER LINE CLEARING LEFT AND RIGHT,
 BH0102'TURN RIGHT ALONG THE SOUTH SIDE OF THE POWER LINE CLEARING AND DRIVE
 BH0102'EAST FOR 0.10 MI (0.16 KM) TO THE RAILROAD, PARK HERE AND PACK
 BH0102'APPROXIMATELY 100 YARDS TO THE STATION ON THE RIGHT.
 BH0102'THE STATION IS 12.7 FT (3.9 M) SOUTH-SOUTHEAST OF A FOURTEEN-INCH PINE
 BH0102'TREE WITH A PATROL AREA 1 SIGN, 43.0 FT (13.1 M) SOUTHEAST OF THE
 BH0102'PATH TO ELLICOTT STONE AT A CURVE IN THE PATH ON TOP OF A RISE,
 BH0102'APPROXIMATELY 45 YARDS SOUTH OF THE SOUTH EDGE OF THE POWER LINE
 BH0102'CLEARING, 0.9 FT (0.3 M) EAST-SOUTHEAST OF A CARSONITE WITNESS POST
 BH0102'AND PROJECTS TWO INCHES.
 BH0102'ELLICOTT STONE ECC ELEVATION 29.816 FEET OR 9.088 METERS.
 BH0102'REFERENCE MARK NO. 1 ELEVATION 31.004 FEET OR 9.450 METERS.
 BH0102'REFERENCE MARK NO. 2 ELEVATION 27.244 FEET OR 8.304 METERS.
 BH0102
 BH0102                          STATION RECOVERY (2002)
 BH0102
 BH0102'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2002
 BH0102'RECOVERED IN GOOD CONDITION.
 BH0102
 BH0102                          STATION RECOVERY (2006)
 BH0102
 BH0102'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BH0102'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0097 ***********************************************************************
 BH0097  DESIGNATION -  ELLICOTT STONE ECC AZ MK
 BH0097  PID         -  BH0097
 BH0097  STATE/COUNTY-  AL/MOBILE
 BH0097  USGS QUAD   -  CREOLA (1985)
 BH0097
 BH0097                         *CURRENT SURVEY CONTROL
 BH0097  ___________________________________________________________________
 BH0097* NAD 83(1986)-  30 59 51.     (N)    088 01 26.     (W)     SCALED    
 BH0097* NAVD 88     -         9.217  (meters)      30.24   (feet)  ADJUSTED  
 BH0097  ___________________________________________________________________
 BH0097  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH0097  DYNAMIC HT  -           9.205 (meters)      30.20  (feet)  COMP
 BH0097  MODELED GRAV-     979,368.9   (mgal)                       NAVD 88
 BH0097
 BH0097  VERT ORDER  -  FIRST     CLASS II
 BH0097
 BH0097.The horizontal coordinates were scaled from a topographic map and have
 BH0097.an estimated accuracy of +/- 6 seconds.
 BH0097
 BH0097.The orthometric height was determined by differential leveling
 BH0097.and adjusted by the National Geodetic Survey in June 1991..
 BH0097
 BH0097.The geoid height was determined by GEOID03.
 BH0097
 BH0097.The dynamic height is computed by dividing the NAVD 88
 BH0097.geopotential number by the normal gravity value computed on the
 BH0097.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0097.degrees latitude (g = 980.6199 gals.).
 BH0097
 BH0097.The modeled gravity was interpolated from observed gravity values.
 BH0097
 BH0097;                    North         East    Units  Estimated Accuracy
 BH0097;SPC AL W     -   110,690.      549,970.      MT  (+/- 180 meters Scaled)
 BH0097
 BH0097                          SUPERSEDED SURVEY CONTROL
 BH0097
 BH0097  NGVD 29 (??/??/??)    9.217  (m)           30.24   (f) ADJUSTED    1 2
 BH0097
 BH0097.Superseded values are not recommended for survey control.
 BH0097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0097.See file dsdata.txt to determine how the superseded data were derived.
 BH0097
 BH0097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV022297(NAD 83)
 BH0097_MARKER: DZ = AZIMUTH MARK DISK
 BH0097_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0097_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0097_STAMPING: ELLICOTT STONE ECC 1938
 BH0097_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0097+STABILITY: SURFACE MOTION
 BH0097
 BH0097  HISTORY     - Date     Condition        Report By
 BH0097  HISTORY     - 1938     MONUMENTED       CGS
 BH0097  HISTORY     - 1951     GOOD             CGS
 BH0097
 BH0097                          STATION DESCRIPTION
 BH0097
 BH0097'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0097'2.7 MI N FROM LEMOYNE.
 BH0097'ABOUT 2.7 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE ROAD
 BH0097'CROSSING AT LEMOYNE, 337 YARDS NORTH OF NORTH END OF TRESTLE NO. 126.5
 BH0097'OVER SISTER CREEK, 83 1/2 FEET EAST OF EAST RAIL, 120 FEET EAST AND
 BH0097'ACROSS TRACK FROM TELEPHONE POLE NO. 677, 70 FEET EAST-SOUTHEAST OF A
 BH0097'SIGN STATION ONE MILE PERTAINING TO BUCKS, 1 1/2 FEET SOUTH OF A WHITE
 BH0097'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET IN THE
 BH0097'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0099 ***********************************************************************
 BH0099  DESIGNATION -  ELLICOTT STONE ECC RM 1
 BH0099  PID         -  BH0099
 BH0099  STATE/COUNTY-  AL/MOBILE
 BH0099  USGS QUAD   -  CREOLA (1985)
 BH0099
 BH0099                         *CURRENT SURVEY CONTROL
 BH0099  ___________________________________________________________________
 BH0099* NAD 83(1986)-  30 59 51.     (N)    088 01 21.     (W)     SCALED    
 BH0099* NAVD 88     -         9.450  (meters)      31.00   (feet)  ADJUSTED  
 BH0099  ___________________________________________________________________
 BH0099  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH0099  DYNAMIC HT  -           9.438 (meters)      30.96  (feet)  COMP
 BH0099  MODELED GRAV-     979,368.9   (mgal)                       NAVD 88
 BH0099
 BH0099  VERT ORDER  -  FIRST     CLASS II
 BH0099
 BH0099.The horizontal coordinates were scaled from a topographic map and have
 BH0099.an estimated accuracy of +/- 6 seconds.
 BH0099
 BH0099.The orthometric height was determined by differential leveling
 BH0099.and adjusted by the National Geodetic Survey in June 1991..
 BH0099
 BH0099.The geoid height was determined by GEOID03.
 BH0099
 BH0099.The dynamic height is computed by dividing the NAVD 88
 BH0099.geopotential number by the normal gravity value computed on the
 BH0099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0099.degrees latitude (g = 980.6199 gals.).
 BH0099
 BH0099.The modeled gravity was interpolated from observed gravity values.
 BH0099
 BH0099;                    North         East    Units  Estimated Accuracy
 BH0099;SPC AL W     -   110,690.      550,100.      MT  (+/- 180 meters Scaled)
 BH0099
 BH0099                          SUPERSEDED SURVEY CONTROL
 BH0099
 BH0099  NGVD 29 (??/??/??)    9.450  (m)           31.00   (f) ADJUSTED    1 2
 BH0099
 BH0099.Superseded values are not recommended for survey control.
 BH0099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0099.See file dsdata.txt to determine how the superseded data were derived.
 BH0099
 BH0099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV023297(NAD 83)
 BH0099_MARKER: DR = REFERENCE MARK DISK
 BH0099_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0099_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0099_STAMPING: ELLICOTT STONE ECC NO 1 1938
 BH0099_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0099+STABILITY: SURFACE MOTION
 BH0099_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0099+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 BH0099
 BH0099  HISTORY     - Date     Condition        Report By
 BH0099  HISTORY     - 1938     MONUMENTED       CGS
 BH0099  HISTORY     - 1951     GOOD             CGS
 BH0099  HISTORY     - 20060323 GOOD             JCLS
 BH0099
 BH0099                          STATION DESCRIPTION
 BH0099
 BH0099'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0099'2.8 MI N FROM LEMOYNE.
 BH0099'ABOUT 2.8 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE ROAD
 BH0099'CROSSING AT LEMOYNE, ABOUT 50 YARDS EAST OF TRACK, 117 FEET SOUTHWEST
 BH0099'OF STATION MARK, 248 FEET SOUTHWEST OF ELLICOTT STONE, 297 FEET
 BH0099'NORTHEAST OF AZIMUTH MARK, ABOUT LEVEL WITH TRACK AND SET IN THE TOP
 BH0099'OF A CONCRETE POST PROJECTING 3 INCHES.
 BH0099
 BH0099                          STATION RECOVERY (2006)
 BH0099
 BH0099'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BH0099'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0100 ***********************************************************************
 BH0100  DESIGNATION -  ELLICOTT STONE ECC RM 2
 BH0100  PID         -  BH0100
 BH0100  STATE/COUNTY-  AL/MOBILE
 BH0100  USGS QUAD   -  CREOLA (1985)
 BH0100
 BH0100                         *CURRENT SURVEY CONTROL
 BH0100  ___________________________________________________________________
 BH0100* NAD 83(1986)-  30 59 51.     (N)    088 01 21.     (W)     SCALED    
 BH0100* NAVD 88     -         8.304  (meters)      27.24   (feet)  ADJUSTED  
 BH0100  ___________________________________________________________________
 BH0100  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 BH0100  DYNAMIC HT  -           8.293 (meters)      27.21  (feet)  COMP
 BH0100  MODELED GRAV-     979,368.9   (mgal)                       NAVD 88
 BH0100
 BH0100  VERT ORDER  -  FIRST     CLASS II
 BH0100
 BH0100.The horizontal coordinates were scaled from a topographic map and have
 BH0100.an estimated accuracy of +/- 6 seconds.
 BH0100
 BH0100.The orthometric height was determined by differential leveling
 BH0100.and adjusted by the National Geodetic Survey in June 1991..
 BH0100
 BH0100.The geoid height was determined by GEOID03.
 BH0100
 BH0100.The dynamic height is computed by dividing the NAVD 88
 BH0100.geopotential number by the normal gravity value computed on the
 BH0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0100.degrees latitude (g = 980.6199 gals.).
 BH0100
 BH0100.The modeled gravity was interpolated from observed gravity values.
 BH0100
 BH0100;                    North         East    Units  Estimated Accuracy
 BH0100;SPC AL W     -   110,690.      550,100.      MT  (+/- 180 meters Scaled)
 BH0100
 BH0100                          SUPERSEDED SURVEY CONTROL
 BH0100
 BH0100  NGVD 29 (??/??/??)    8.304  (m)           27.24   (f) ADJUSTED    1 2
 BH0100
 BH0100.Superseded values are not recommended for survey control.
 BH0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0100.See file dsdata.txt to determine how the superseded data were derived.
 BH0100
 BH0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV023297(NAD 83)
 BH0100_MARKER: DR = REFERENCE MARK DISK
 BH0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0100_STAMPING: ELLICOTT STONE ECC NO 2 1938
 BH0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0100+STABILITY: SURFACE MOTION
 BH0100_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH0100+SATELLITE: SATELLITE OBSERVATIONS - March 23, 2006
 BH0100
 BH0100  HISTORY     - Date     Condition        Report By
 BH0100  HISTORY     - 1938     MONUMENTED       CGS
 BH0100  HISTORY     - 1951     GOOD             CGS
 BH0100  HISTORY     - 20060323 GOOD             JCLS
 BH0100
 BH0100                          STATION DESCRIPTION
 BH0100
 BH0100'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0100'2.8 MI N FROM LEMOYNE.
 BH0100'ABOUT 2.8 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE ROAD
 BH0100'CROSSING AT LEMOYNE, ABOUT 80 YARDS EAST OF TRACK, EAST AND ACROSS
 BH0100'TRACK FROM TELEPHONE POLE NO. 680, 106 FEET NORTHWEST OF STATION MARK,
 BH0100'95 FEET WEST-SOUTHWEST OF ELLICOTT STONE, ABOUT LEVEL WITH TRACK AND
 BH0100'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BH0100
 BH0100                          STATION RECOVERY (2006)
 BH0100
 BH0100'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2006 (MRY)
 BH0100'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1857 ***********************************************************************
 DJ1857  DESIGNATION -  ELLIS SE BASE
 DJ1857  PID         -  DJ1857
 DJ1857  STATE/COUNTY-  AL/PICKENS
 DJ1857  USGS QUAD   -  FORRESTON (1987)
 DJ1857
 DJ1857                         *CURRENT SURVEY CONTROL
 DJ1857  ___________________________________________________________________
 DJ1857* NAD 83(1992)-  33 18 57.22518(N)    088 17 49.20655(W)     ADJUSTED  
 DJ1857* NAVD 88     -        53.     (meters)     174.     (feet)  SCALED    
 DJ1857  ___________________________________________________________________
 DJ1857  LAPLACE CORR-          -0.13  (seconds)                    DEFLEC99
 DJ1857  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DJ1857
 DJ1857  HORZ ORDER  -  SECOND
 DJ1857
 DJ1857.The horizontal coordinates were established by classical geodetic methods
 DJ1857.and adjusted by the National Geodetic Survey in December 1992..
 DJ1857
 DJ1857.The orthometric height was scaled from a topographic map.
 DJ1857
 DJ1857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1857
 DJ1857.The geoid height was determined by GEOID03.
 DJ1857
 DJ1857;                    North         East     Units Scale Factor Converg.
 DJ1857;SPC AL W     -   367,928.796   525,788.163   MT  1.00000121   -0 26 16.0
 DJ1857;SPC MS E     -   423,201.148   349,940.324   MT  0.99998074   +0 17 40.5
 DJ1857;SPC MS E     - 1,388,452.43  1,148,095.88   sFT  0.99998074   +0 17 40.5
 DJ1857;UTM  16      - 3,687,058.710   379,268.976   MT  0.99977971   -0 42 44.9
 DJ1857
 DJ1857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1857!SPC AL W     -   0.99999616  x   1.00000121  =   0.99999737
 DJ1857!SPC MS E     -   0.99999616  x   0.99998074  =   0.99997690
 DJ1857!UTM  16      -   0.99999616  x   0.99977971  =   0.99977587
 DJ1857
 DJ1857|---------------------------------------------------------------------|
 DJ1857| PID    Reference Object                     Distance      Geod. Az  |
 DJ1857|                                                           dddmmss.s |
 DJ1857| CF9622 ELLIS SE BASE RM 1                   29.579 METERS 06414     |
 DJ1857| CF9621 ELLIS SE BASE AZ MK                                1535658.0 |
 DJ1857| CF9623 ELLIS SE BASE RM 2                   26.858 METERS 15730     |
 DJ1857|---------------------------------------------------------------------|
 DJ1857
 DJ1857                          SUPERSEDED SURVEY CONTROL
 DJ1857
 DJ1857  NAD 83(1986)-  33 18 57.23251(N)    088 17 49.20741(W) AD(       ) 2
 DJ1857  NAD 27      -  33 18 56.79300(N)    088 17 49.07900(W) AD(       ) 2
 DJ1857
 DJ1857.Superseded values are not recommended for survey control.
 DJ1857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1857.See file dsdata.txt to determine how the superseded data were derived.
 DJ1857
 DJ1857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7926987059(NAD 83)
 DJ1857_MARKER: DS = TRIANGULATION STATION DISK
 DJ1857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1857
 DJ1857  HISTORY     - Date     Condition        Report By
 DJ1857  HISTORY     - 1955     MONUMENTED       CGS
 DJ1857
 DJ1857                          STATION DESCRIPTION
 DJ1857
 DJ1857'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1857'STATION IS LOCATED ABOUT 16 MILES SOUTHEAST OF COLUMBUS, ABOUT
 DJ1857'9 MILES SOUTHWEST OF ETHELSVILLE, ABOUT 6 MILES NORTHWEST OF
 DJ1857'PICKENSVILLE AND ON PROPERTY OWNED BY JAMES C. JOHNSON.  IT
 DJ1857'IS 60 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE FRISCO
 DJ1857'RAILROAD AND 13 FEET NORTHEAST OF A FENCE AND WHITE WITNESS
 DJ1857'POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DJ1857'ELLIS SE BASE 1955.
 DJ1857'
 DJ1857'REFERENCE MARK NO. 1 IS 157 FEET NORTHEAST OF A FENCE, 23 FEET
 DJ1857'NORTHWEST OF AN 18 INCH OAK TREE AND 23 FEET SOUTHWEST OF A SMALL
 DJ1857'DEEP CREEK.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DJ1857'ELLIS SE BASE NO 1 1955.
 DJ1857'
 DJ1857'REFERENCE MARK NO. 2 IS 48 FEET NORTHEAST OF THE NORTHEAST RAIL,
 DJ1857'30 FEET NORTH OF A TELEPHONE POLE AND 1 FOOT NORTHEAST OF THE
 DJ1857'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DJ1857'ELLIS SE BASE NO 2 1955.
 DJ1857'
 DJ1857'AZIMUTH MARK IS 48 FEET NORTHEAST OF THE NORTHEAST RAIL OF THE
 DJ1857'RAILROAD, 34 FEET NORTHWEST OF THE CENTER OF A DIRT ROAD, 3 FEET
 DJ1857'NORTHWEST OF A WHITE WITNESS POST AND 1 FOOT SOUTHWEST OF A
 DJ1857'FENCE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED ELLIS
 DJ1857'SE BASE 1955.
 DJ1857'
 DJ1857'TO REACH THE STATION FROM THE CROSS ROAD IN PICKENSVILLE, GO
 DJ1857'NORTHWESTERLY, ON STATE HIGHWAY 40, FOR 7.65 MILES TO A GRAVEL
 DJ1857'T-ROAD LEFT, TURN LEFT AND GO 0.15 MILE TO A T-ROAD.  TURN LEFT
 DJ1857'AND GO 0.35 MILE TO A WIRE GATE, PASS THROUGH GATE AND CONTINUE
 DJ1857'0.75 MILE TO A GATE.  * CONTINUE AHEAD FOR 0.1 MILE TO THE
 DJ1857'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  * FROM THIS GATE
 DJ1857'TURN RIGHT, ALONG FENCE, FOR 0.35 MILE TO THE STATION AS
 DJ1857'DESCRIBED.
 DJ1857'
 DJ1857'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2633 ***********************************************************************
 DH2633  DESIGNATION -  ELROD
 DH2633  PID         -  DH2633
 DH2633  STATE/COUNTY-  AL/TUSCALOOSA
 DH2633  USGS QUAD   -  ELROD (1967)
 DH2633
 DH2633                         *CURRENT SURVEY CONTROL
 DH2633  ___________________________________________________________________
 DH2633* NAD 83(1992)-  33 15 39.15707(N)    087 47 45.36741(W)     ADJUSTED  
 DH2633* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 DH2633  ___________________________________________________________________
 DH2633  LAPLACE CORR-          -0.35  (seconds)                    DEFLEC99
 DH2633  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DH2633
 DH2633  HORZ ORDER  -  THIRD
 DH2633
 DH2633.The horizontal coordinates were established by classical geodetic methods
 DH2633.and adjusted by the National Geodetic Survey in December 1992..
 DH2633
 DH2633.The orthometric height was scaled from a topographic map.
 DH2633
 DH2633.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2633
 DH2633.The geoid height was determined by GEOID03.
 DH2633
 DH2633;                    North         East     Units Scale Factor Converg.
 DH2633;SPC AL W     -   361,582.619   572,427.351   MT  0.99994270   -0 09 44.3
 DH2633;UTM  16      - 3,680,490.818   425,865.659   MT  0.99966776   -0 26 11.6
 DH2633
 DH2633!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2633!SPC AL W     -   0.99998677  x   0.99994270  =   0.99992947
 DH2633!UTM  16      -   0.99998677  x   0.99966776  =   0.99965454
 DH2633
 DH2633|---------------------------------------------------------------------|
 DH2633| PID    Reference Object                     Distance      Geod. Az  |
 DH2633|                                                           dddmmss.s |
 DH2633| CF9633 ELROD RM 1                           27.075 METERS 10639     |
 DH2633| CF9635 ELROD RM 3                           13.381 METERS 10906     |
 DH2633| DH2624 HAMP                                APPROX.14.2 KM 1681300.4 |
 DH2633| CF9634 ELROD RM 2                           23.595 METERS 21723     |
 DH2633| CF9632 ELROD AZ MK                                        3401710.1 |
 DH2633|---------------------------------------------------------------------|
 DH2633
 DH2633                          SUPERSEDED SURVEY CONTROL
 DH2633
 DH2633  NAD 83(1986)-  33 15 39.16310(N)    087 47 45.36991(W) AD(       ) 3
 DH2633  NAD 27      -  33 15 38.74000(N)    087 47 45.32500(W) AD(       ) 3
 DH2633
 DH2633.Superseded values are not recommended for survey control.
 DH2633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2633.See file dsdata.txt to determine how the superseded data were derived.
 DH2633
 DH2633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB2586680491(NAD 83)
 DH2633_MARKER: DS = TRIANGULATION STATION DISK
 DH2633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2633
 DH2633  HISTORY     - Date     Condition        Report By
 DH2633  HISTORY     - 1955     MONUMENTED       CGS
 DH2633  HISTORY     - 1967     MARK NOT FOUND   USGS
 DH2633  HISTORY     - 1968     SEE DESCRIPTION  CGS
 DH2633  HISTORY     - 1974     GOOD             LOCENG
 DH2633
 DH2633                          STATION DESCRIPTION
 DH2633
 DH2633'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DH2633'STATION IS LOCATED ABOUT 7 MILES SOUTHEAST GORDO AND 3 MILES WEST
 DH2633'OF BUHL AND IS ON PROPERTY OWNED BY WILBUR BERRY.  IT IS 98 FEET
 DH2633'NORTHEAST OF THE NORTHEAST CORNER OF AN OLD FRAME HOUSE, 53 FEET
 DH2633'WEST OF THE CENTER OF A GRAVEL ROAD, 18 FEET EAST OF A FENCE LINE,
 DH2633'12 FEET NORTH OF A 30 INCH GUM TREE AND 5 FEET NORTHEAST OF A
 DH2633'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 DH2633'STAMPED ELROD 1955.
 DH2633'
 DH2633'REFERENCE MARK NO. 1 IS 14 FEET SOUTHEAST OF THE CENTER OF THE
 DH2633'ROAD, 8 FEET NORTHWEST OF A 4 INCH PINE TREE AND 1 FOOT SOUTHEAST
 DH2633'OF A FENCE LINE.  THE MARK PROJECTS 4 INCHES AND THE DISK IS
 DH2633'STAMPED ELROD NO 1 1955.
 DH2633'
 DH2633'REFERENCE MARK NO. 2 IS 52 FEET NORTHWEST OF THE NORTHWEST CORNER
 DH2633'OF THE HOUSE, 8 FEET NORTHWEST OF A 30 INCH GUM TREE AND 5 FEET
 DH2633'SOUTH OF A FENCE LINE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 DH2633'STAMPED ELROD NO 2 1955.
 DH2633'
 DH2633'AZIMUTH MARK IS 16 FEET NORTHEAST OF THE CENTER OF A GRAVEL ROAD AD
 DH2633'1 FOOT SOUTHEAST OF A WHITE WITNESS POST.  THE MARK PROJECTS 4
 DH2633'INCHES AND THE DISK IS STAMPED ELROD 1955.
 DH2633'
 DH2633'TO REACH THE STATION FROM THE G.M. AND 0. RAILROAD OVERPASS OF U.S.
 DH2633'HIGHWAY 82 IN GORDO, GO SOUTHEAST ON HIGHWAY 82 FOR 8.7 MILES TO
 DH2633'A SIDE GRAVEL ROAD LEFT IN THE SMALL SETTLEMENT OF ELROD.  TURN
 DH2633'LEFT IN THE SMALL SETTLEMENT OF ELROD.  TURN LEFT AND GO NORTHERLY
 DH2633'UP HILL ON GRAVEL ROAD FOR 0.35 MILE TO THE STATION ON THE LEFT
 DH2633'AS DESCRIBED.
 DH2633'
 DH2633'TO REACH THE AZIMUTH MARK FROM THE STATION CONTINUE NORTHWEST ON
 DH2633'GRAVEL ROAD FOR 0.2 MILE TO THE AZIMUTH ON THE RIGHT AS DESCRIBED.
 DH2633'
 DH2633'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DH2633
 DH2633                          STATION RECOVERY (1967)
 DH2633
 DH2633'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DH2633'STATION WAS NOT FOUND.  ROAD HAS BEEN CHANGED.  FOUND R.M. 2.
 DH2633'
 DH2633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 7 MI SE OF
 DH2633'GORDO AND 3 MILE W OF BUHL.
 DH2633
 DH2633                          STATION RECOVERY (1968)
 DH2633
 DH2633'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DH2633'THE STATION WAS VISITED 3-16-68 AND THE STATION UNDERGROUND DISK
 DH2633'AND RM NO. 2 WERE FOUND IN GOOD CONDITION.  THE SURFACE MARK AND RM
 DH2633'NO. 1 WERE FOUND DESTROYED.  A NEW STATION SURFACE MARK WAS
 DH2633'ESTABLISHED OVER THE UNDERGROUND MARK AND A DIFFERENCE OF 0.19
 DH2633'FEET WAS FOUND IN THE DISTANCE TO REFERENCE MARK NO. 2.  THE
 DH2633'AZIMUTH MAK WAS NOT FOUND AT THIS DATE.  A NEW DESCRIPTION
 DH2633'FOLLOWS-
 DH2633'
 DH2633'THE STATION IS LOCATED ON THE NORTH EDGE OF THE VILLAGE OF ELROD,
 DH2633'ABOUT 7.0 MILES SOUTHEAST OF GORDO AND 3.0 MILES WEST OF BUHL, ON A
 DH2633'HIGH PROMINENT HILL NEAR AN UNPAINTED FRAME HOUSE.  THE STATION IS
 DH2633'68 FEET SOUTHWEST OF THE CENTERLINE BLACK TOP ROAD, 31.5 FEET
 DH2633'WEST-SOUTHWEST OF POWER POLE, 97 FEET NORTH OF NORTHWEST CORNER
 DH2633'OF CHIMNEY OF OLD HOUSE, 97.5 FEET NORTH OF NORTHWEST CORNER OF
 DH2633'OLD HOUSE, 64 FEET NORTH OF 4 FOOT OAK TREE, 71 FEET
 DH2633'NORTH-NORTHWEST OF OLD WELL, 6 FEET NORTHEAST OF DRIVEWAY.  IT IS
 DH2633'A TRIANGULATION STATION DISK STAMPED ELROD 1955, 4-INCHES
 DH2633'BELOW THE SURFACE OF GROUND.
 DH2633'
 DH2633'REFERENCE MARK NO. 2 IS 77.42 FEET SOUTHWEST OF THE STATION, 145
 DH2633'FEET SOUTHWEST OF THE CENTERLINE OF BLACK TOP ROAD, 52 FEET
 DH2633'NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE OLD FRAME HOUSE, 1
 DH2633'FOOT EAST OF A WITNESS POST, 61 FEET WEST OF A 4-FOOT OAK TREE, 16
 DH2633'FEET NORTH-NORTHEAST OF BLACK WALNUT TREE, 61 FEET WEST-NORTHWEST
 DH2633'OF NORTHWEST CORNER OF THE CHIMNEY OF THE HOUSE, IT IS A
 DH2633'REFERENCE MARK DISK STAMPED ELROD NO 2 1955, FLUSH WITH THE
 DH2633'GROUND.
 DH2633'
 DH2633'REFERENCE MARK NO. 3 IS 43.90 FEET EAST OF STATION, 35 FEET
 DH2633'SOUTHWEST OF THE CENTERLINE OF BLACK TOP ROAD, 14.5 FEET
 DH2633'SOUTH-SOUTHEAST OF POWER POLE, 1 FOOT SOUTHWEST OF A METAL WITNESS
 DH2633'POST, 87 FEET NORTH-NORTHEAST OF NORTHEAST CORNER OF HOUSE, 48
 DH2633'FEET NORTH OF OLD WELL, 54 FEET NORTH-NORTHEAST OF 4 FOOT OAK
 DH2633'TREE.  IT IS A REFERENCE MARK DISK STAMPED ELROD 1955 NO 3 1968,
 DH2633'PROJECTING 6-INCHES.
 DH2633'
 DH2633'THE AZIMUTH MARK WAS NOT FOUND AT THIS DATE.  THE ANGLE FROM THE
 DH2633'STATION PUT THE MARK NEAR EDGE OF ROAD BANK, THE MARK MAY HAVE BEEN
 DH2633'DESTROYED DURING ROAD CONSTRUCTION.
 DH2633'
 DH2633'TO REACH THE STATION FROM THE G-M AND 0 RAILROAD OVERPASS ON U.S.
 DH2633'HIGHWAY 82 IN GORDO, GO SOUTHEAST ON U.S. HIGHWAY 82 FOR 7.15 MILES
 DH2633'TO A SIDE ROAD RIGHT OPPOSITE THE WILSON CAFE AND TRUCK STOP, TURN
 DH2633'RIGHT AND GO SOUTHEAST FOR 1.5 MILES TO THE STATION ON THE RIGHT
 DH2633'IN THE NORTHWEST CORNER OF THE FRONT YARD OF A LARGE UNPAINTED
 DH2633'HOUSE.
 DH2633'
 DH2633'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 7.0 MILES SE OF
 DH2633'GORDO.
 DH2633
 DH2633                          STATION RECOVERY (1974)
 DH2633
 DH2633'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB)
 DH2633'ELROD 1955-1968 RECOVERED EXCELLENT-DESCRIPTION GOOD.
 DH2633'
 DH2633'DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MI. W. BUHL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1163 ***********************************************************************
 CO1163  DESIGNATION -  EMELLE
 CO1163  PID         -  CO1163
 CO1163  STATE/COUNTY-  AL/SUMTER
 CO1163  USGS QUAD   -  EMELLE (1987)
 CO1163
 CO1163                         *CURRENT SURVEY CONTROL
 CO1163  ___________________________________________________________________
 CO1163* NAD 83(1992)-  32 40 42.94045(N)    088 18 00.89856(W)     ADJUSTED  
 CO1163* NAVD 88     -        67.     (meters)     220.     (feet)  SCALED    
 CO1163  ___________________________________________________________________
 CO1163  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 CO1163  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CO1163
 CO1163  HORZ ORDER  -  THIRD
 CO1163
 CO1163.The horizontal coordinates were established by classical geodetic methods
 CO1163.and adjusted by the National Geodetic Survey in May 1994..
 CO1163
 CO1163.The orthometric height was scaled from a topographic map.
 CO1163
 CO1163.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1163
 CO1163.The geoid height was determined by GEOID03.
 CO1163
 CO1163;                    North         East     Units Scale Factor Converg.
 CO1163;SPC AL W     -   297,253.468   524,948.107   MT  1.00000277   -0 25 55.5
 CO1163;SPC MS E     -   352,522.349   349,996.034   MT  0.99998081   +0 17 16.2
 CO1163;SPC MS E     - 1,156,567.07  1,148,278.65   sFT  0.99998081   +0 17 16.2
 CO1163;UTM  16      - 3,616,403.757   378,093.224   MT  0.99978325   -0 42 07.7
 CO1163
 CO1163!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1163!SPC AL W     -   0.99999401  x   1.00000277  =   0.99999678
 CO1163!SPC MS E     -   0.99999401  x   0.99998081  =   0.99997482
 CO1163!UTM  16      -   0.99999401  x   0.99978325  =   0.99977726
 CO1163
 CO1163:                Primary Azimuth Mark                     Grid Az
 CO1163:SPC AL W     -  AIRWAY BCN 54 4 MI N OF BOYD             001 16 54.8
 CO1163:SPC MS E     -  AIRWAY BCN 54 4 MI N OF BOYD             000 33 43.1
 CO1163:UTM  16      -  AIRWAY BCN 54 4 MI N OF BOYD             001 33 07.0
 CO1163
 CO1163|---------------------------------------------------------------------|
 CO1163| PID    Reference Object                     Distance      Geod. Az  |
 CO1163|                                                           dddmmss.s |
 CO1163| CO1164 AIRWAY BCN 54 4 MI N OF BOYD        APPROX. 1.2 KM 0005059.3 |
 CO1163| CF9637 EMELLE RM 1                          15.897 METERS 06711     |
 CO1163| CF9638 EMELLE RM 2                          11.064 METERS 17450     |
 CO1163| CF9636 EMELLE AZ MK                                       2843427.4 |
 CO1163|---------------------------------------------------------------------|
 CO1163
 CO1163                          SUPERSEDED SURVEY CONTROL
 CO1163
 CO1163  NAD 83(1992)-  32 40 42.94493(N)    088 18 00.89890(W) AD(       ) 3
 CO1163  NAD 83(1986)-  32 40 42.94991(N)    088 18 00.90140(W) AD(       ) 3
 CO1163  NAD 27      -  32 40 42.46800(N)    088 18 00.79600(W) AD(       ) 3
 CO1163
 CO1163.Superseded values are not recommended for survey control.
 CO1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1163.See file dsdata.txt to determine how the superseded data were derived.
 CO1163
 CO1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB7809316404(NAD 83)
 CO1163_MARKER: DS = TRIANGULATION STATION DISK
 CO1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1163
 CO1163  HISTORY     - Date     Condition        Report By
 CO1163  HISTORY     - 1955     MONUMENTED       CGS
 CO1163  HISTORY     - 1974     MARK NOT FOUND   USGS
 CO1163  HISTORY     - 1975     GOOD             NGS
 CO1163
 CO1163                          STATION DESCRIPTION
 CO1163
 CO1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1163'STATION IS LOCATED ABOUT 4 MILES SOUTH OF EMELLE AND 3 MILES
 CO1163'NORTH OF BOYD ON ROAD RIGHT-OF-WAY.  IT IS 53 FEET SOUTHEAST
 CO1163'OF THE INTERSECTION OF A DIRT CROSSROADS, 33 FEET NORTHWEST
 CO1163'OF A PROMINENT 48 INCH OAK TREE, 24 FEET EAST OF THE CENTER OF
 CO1163'A DIRT ROAD, 20 FEET SOUTH OF A FENCE CORNER, 6 FEET NORTH OF A
 CO1163'WHITE WITNESS POST AND 3 FEET WEST OF A FENCE.  THE MARK
 CO1163'IS FLUSH AND THE DISK IS STAMPED EMELLE 1955.
 CO1163'
 CO1163'REFERENCE MARK NO. 1 IS 47 FEET EAST OF THE FENCE CORNER, 17 FEET
 CO1163'SOUTH OF THE CENTER OF AN EAST-WEST DIRT ROAD AND 1 FOOT NORTH
 CO1163'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED EMELLE NO
 CO1163'1 1955.
 CO1163'
 CO1163'REFERENCE MARK NO. 2 IS 29 FEET SOUTH OF THE WHITE WITNESS POST,
 CO1163'26 FEET EAST OF THE CENTER OF THE NORTH-SOUTH DIRT ROAD AND
 CO1163'1 FOOT WEST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 CO1163'STAMPED EMELLE NO 2 1955.
 CO1163'
 CO1163'AZIMUTH MARK IS 52 FEET EAST OF THE CENTER OF STATE HIGHWAY 17,
 CO1163'1 FOOT WEST OF A FENCE AND 1 FOOT SOUTH OF A WHITE WITNESS
 CO1163'POST.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 CO1163'EMELLE 1955.
 CO1163'
 CO1163'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17
 CO1163'AND 132, ABOUT 1-1/2 MILES NORTH OF BOYD, GO NORTH ON HIGHWAY
 CO1163'17 FOR 2.5 MILES TO A SIDE ROAD RIGHT (*) TURN RIGHT AND GO
 CO1163'EAST ON DIRT ROAD FOR 0.35 MILE TO CRSSROADS AND STATION IN
 CO1163'THE SOUTHEAST ANGLE AS DESCRIBED.
 CO1163'
 CO1163'TO REACH THE AZIMUTH MARK FROM THIS POINT (*) CONTINUE NORTH
 CO1163'ON HIGHWAY 17 FOR 0.1 MILE TO THE MARK ON THE RIGHT, EAST
 CO1163'SIDE OF HIGHWAY AS DESCRIBED.
 CO1163'
 CO1163'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 CO1163
 CO1163                          STATION RECOVERY (1974)
 CO1163
 CO1163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (AJK)
 CO1163'MARK NOT FOUND.
 CO1163
 CO1163                          STATION RECOVERY (1975)
 CO1163
 CO1163'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CO1163'THE STATION WAS VISITED 9-23-75 AND ALL MARKS WERE RECOVERED IN GOOD
 CO1163'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 CO1163'
 CO1163'THE STATION IS LOCATED ABOUT 4 MILES SOUTH OF EMELLE AND 3 MILES
 CO1163'NORTH OF BOYD, ON ROAD RIGHT OF WAY.
 CO1163'
 CO1163'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 17 AND 132 ABOUT 1.5
 CO1163'MILES NORTH OF BOYD GO NORTH ON STATE HIGHWAY 17 FOR 2.5 MILES TO A
 CO1163'SIDE ROAD ON THE RIGHT.  TURN RIGHT AND GO EAST FOR 0.35 MILE TO A
 CO1163'CROSSROAD AND STATION IN SOUTHEAST ANGLE AS DESCRIBED.
 CO1163'
 CO1163'THE STATION MARK IS A STANDARD TRIANGULATION DISK, STAMPED EMELLE
 CO1163'1955 SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 CO1163'GROUND.  IT IS 122 FEET SOUTH-SOUTHEAST OF POWER POLE IN NORTHWEST
 CO1163'ANGLE OF INTERSECTION OF ROADS, 113 FEET NORTH OF A LONE 36 INCH
 CO1163'OAK TREE, 44 FEET SOUTH OF THE CENTER OF EAST-WEST ROAD, 23 FEET
 CO1163'EAST OF THE CENTER OF NORTH-SOUTH ROAD AND 1.5 FEET WEST OF A METAL
 CO1163'WITNESS POST AND SIGN IN FENCE LINE.
 CO1163'
 CO1163'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED EMELLE
 CO1163'NO 1 1955 SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 CO1163'GROUND.  IT IS 52.15 FEET NORTHEAST OF THE STATION MARK, 75 FEET
 CO1163'EAST OF THE CENTER OF NORTH-SOUTH ROAD, 19 FEET SOUTH OF THE
 CO1163'CENTER OF EAST-WEST ROAD, 48 FEET SOUTHEAST OF A SMALL POWER POLE AND
 CO1163'1 FOOT SOUTH OF A METAL WITNESS SIGN ON FENCE.
 CO1163'
 CO1163'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED EMELLE
 CO1163'NO 2 1955 SET IN TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 CO1163'GROUND.  IT IS 36.29 FEET SOUTH OF THE STATION MARK, 77 FEET NORTH
 CO1163'OF LONE 36 INCH OAK TREE, 36 FEET SOUTH OF METAL WITNESS POST AND
 CO1163'SIGN AND 22 FEET EAST OF THE CENTER OF NORTH-SOUTH ROAD.
 CO1163'
 CO1163'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK, STAMPED EMELLE
 CO1163'1955 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.  IT IS
 CO1163'125 FEET NORTH OF T-FENCE CORNER, 52 FEET EAST OF THE CENTER OF
 CO1163'STATE HIGHWAY 17, 1 FOOT WEST OF FENCE LINE AND 1 FOOT SOUTH OF A
 CO1163'METAL WITNESS POST AND SIGN.
 CO1163'
 CO1163'TO REACH THE AZIMUTH MARK FROM STATION GO WEST ON GRAVEL ROAD FOR
 CO1163'0.35 MILE TO HIGHWAY 17.  TURN RIGHT AND GO NORTH ON HIGHWAY 17 FOR
 CO1163'0.05 MILE TO MARK ON RIGHT.
 CO1163'
 CO1163'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3 MILES NORTH
 CO1163'OF BOYD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2206 ***********************************************************************
 BT2206  DESIGNATION -  ENTERPORT
 BT2206  PID         -  BT2206
 BT2206  STATE/COUNTY-  AL/COFFEE
 BT2206  USGS QUAD   -  GOODMAN (1960)
 BT2206
 BT2206                         *CURRENT SURVEY CONTROL
 BT2206  ___________________________________________________________________
 BT2206* NAD 83(1992)-  31 18 02.46817(N)    085 53 55.46294(W)     ADJUSTED  
 BT2206* NAVD 88     -       111.5    (meters)     366.     (feet)  VERTCON   
 BT2206  ___________________________________________________________________
 BT2206  LAPLACE CORR-          -0.21  (seconds)                    DEFLEC99
 BT2206  GEOID HEIGHT-         -26.79  (meters)                     GEOID03
 BT2206
 BT2206  HORZ ORDER  -  THIRD
 BT2206
 BT2206.This mark is at Enterprise Airport (EDN)
 BT2206
 BT2206.The horizontal coordinates were established by GPS observations
 BT2206.and adjusted by the National Geodetic Survey in December 1992..
 BT2206
 BT2206.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2206.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2206
 BT2206.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2206
 BT2206.The geoid height was determined by GEOID03.
 BT2206
 BT2206;                    North         East     Units Scale Factor Converg.
 BT2206;SPC AL E     -    88,768.516   193,773.347   MT  0.99996048   -0 02 02.3
 BT2206;UTM  16      - 3,463,449.541   604,804.647   MT  0.99973548   +0 34 19.9
 BT2206
 BT2206!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2206!SPC AL E     -   0.99998669  x   0.99996048  =   0.99994717
 BT2206!UTM  16      -   0.99998669  x   0.99973548  =   0.99972218
 BT2206
 BT2206:                Primary Azimuth Mark                     Grid Az
 BT2206:SPC AL E     -  ENTERPORT AZ MK                          232 15 27.9
 BT2206:UTM  16      -  ENTERPORT AZ MK                          231 39 05.7
 BT2206
 BT2206|---------------------------------------------------------------------|
 BT2206| PID    Reference Object                     Distance      Geod. Az  |
 BT2206|                                                           dddmmss.s |
 BT2206| BT2209 ENTERPORT AZ MK                     APPROX. 0.9 KM 2321325.6 |
 BT2206|---------------------------------------------------------------------|
 BT2206
 BT2206                          SUPERSEDED SURVEY CONTROL
 BT2206
 BT2206  NAD 83(1986)-  31 18 02.48028(N)    085 53 55.46574(W) AD(       ) 3
 BT2206  NAD 27      -  31 18 01.86676(N)    085 53 55.68720(W) AD(       ) 3
 BT2206  NGVD 29 (02/20/88)  111.6    (m)          366.     (f) GPS OBS        
 BT2206
 BT2206.Superseded values are not recommended for survey control.
 BT2206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2206.See file dsdata.txt to determine how the superseded data were derived.
 BT2206
 BT2206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0480563450(NAD 83)
 BT2206_MARKER: DH = HORIZONTAL CONTROL DISK
 BT2206_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2206_SP_SET: CONCRETE POST
 BT2206_STAMPING: ENTERPORT 1986
 BT2206_MARK LOGO: CGS   
 BT2206_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2206+STABILITY: SURFACE MOTION
 BT2206_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2206+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1987
 BT2206
 BT2206  HISTORY     - Date     Condition        Report By
 BT2206  HISTORY     - 1986     MONUMENTED       NGS
 BT2206  HISTORY     - 19870516 GOOD
 BT2206
 BT2206                          STATION DESCRIPTION
 BT2206
 BT2206'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BT2206'THE STATION IS LOCATED ABOUT 4.8 KM (3 MI) SOUTHWEST OF ENTERPRISE ON
 BT2206'ENTERPRISE MUNICIPAL AIRPORT, NORTH SIDE NEAR TOUCH DOWN AREA OF
 BT2206'RUNWAY 23.  OWNERSHIP--PUBLIC/TOWN OF ENTERPRISE, CITY HALL,
 BT2206'ENTERPRISE, AL. 36330, TELEPHONE 205-347-2251.  MANAGER - LEROY
 BT2206'STEWART, P.O. BOX 1160, ENTERPRISE, AL., TELEPHONE 205-347-3212.
 BT2206'TO REACH THE STATION FROM THE JUNCTION OF MAIN AND COLLEGE STREETS IN
 BT2206'ENTERPRISE, GO SOUTH-SOUTHWEST ON COLLEGE ST. (COUNTY HWY. 18) FOR
 BT2206'4.5 KM (2.8 MI) TO A PAVED ROAD LEFT, AIRPORT SIGN AND ENTRANCE TO
 BT2206'AIRPORT.  TURN LEFT, GO SOUTH FOR 0.2 KM (0.15 MI) TO A TRACK ROAD
 BT2206'RIGHT, THAT PARALLELS THE RUNWAY.  TURN RIGHT ON TRACK ROAD, GO
 BT2206'WESTERLY FOR 0.2 KM (0.15 MI) TO THE STATION ON THE LEFT, WEST OF
 BT2206'TOUCH DOWN MARKER LIGHTS.
 BT2206'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 61 METERS
 BT2206'(200 FT) EAST-NORTHEAST OF A VASI LIGHT, 44.6 METERS (146.5 FT)
 BT2206'SOUTHWEST FROM THE NORTHWEST 1 OF 4 BLUE MARKER LIGHTS AND 19.6
 BT2206'METERS (64.5 FT)NORTHWEST FROM CENTER OF RUNWAY 23.  THE
 BT2206'UNDERGROUND MARK IS SET 1.0 METER BELOW THE GROUND.
 BT2206'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BT2206
 BT2206                          STATION RECOVERY (1987)
 BT2206
 BT2206'RECOVERED 1987
 BT2206'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2209 ***********************************************************************
 BT2209  DESIGNATION -  ENTERPORT AZ MK
 BT2209  PID         -  BT2209
 BT2209  STATE/COUNTY-  AL/COFFEE
 BT2209  USGS QUAD   -  GOODMAN (1960)
 BT2209
 BT2209                         *CURRENT SURVEY CONTROL
 BT2209  ___________________________________________________________________
 BT2209* NAD 83(1992)-  31 17 45.16666(N)    085 54 21.45936(W)     ADJUSTED  
 BT2209* NAVD 88     -       105.2    (meters)     345.     (feet)  VERTCON   
 BT2209  ___________________________________________________________________
 BT2209  LAPLACE CORR-          -0.22  (seconds)                    DEFLEC99
 BT2209  GEOID HEIGHT-         -26.80  (meters)                     GEOID03
 BT2209
 BT2209  HORZ ORDER  -  THIRD
 BT2209
 BT2209.This mark is at Enterprise Airport (EDN)
 BT2209
 BT2209.The horizontal coordinates were established by GPS observations
 BT2209.and adjusted by the National Geodetic Survey in December 1992..
 BT2209
 BT2209.The NAVD 88 height was computed by applying the VERTCON shift value to
 BT2209.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BT2209
 BT2209.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2209
 BT2209.The geoid height was determined by GEOID03.
 BT2209
 BT2209;                    North         East     Units Scale Factor Converg.
 BT2209;SPC AL E     -    88,236.107   193,085.539   MT  0.99996059   -0 02 15.8
 BT2209;UTM  16      - 3,462,910.008   604,122.663   MT  0.99973372   +0 34 06.1
 BT2209
 BT2209!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2209!SPC AL E     -   0.99998768  x   0.99996059  =   0.99994827
 BT2209!UTM  16      -   0.99998768  x   0.99973372  =   0.99972141
 BT2209
 BT2209:                Primary Azimuth Mark                     Grid Az
 BT2209:SPC AL E     -  ENTERPORT                                052 15 27.9
 BT2209:UTM  16      -  ENTERPORT                                051 39 06.0
 BT2209
 BT2209|---------------------------------------------------------------------|
 BT2209| PID    Reference Object                     Distance      Geod. Az  |
 BT2209|                                                           dddmmss.s |
 BT2209| BT2206 ENTERPORT                           APPROX. 0.9 KM 0521312.1 |
 BT2209|---------------------------------------------------------------------|
 BT2209
 BT2209                          SUPERSEDED SURVEY CONTROL
 BT2209
 BT2209  NAD 83(1986)-  31 17 45.17874(N)    085 54 21.46217(W) AD(       ) 3
 BT2209  NAD 27      -  31 17 44.56478(N)    085 54 21.68291(W) AD(       ) 3
 BT2209  NGVD 29 (02/20/88)  105.3    (m)          345.     (f) GPS OBS        
 BT2209
 BT2209.Superseded values are not recommended for survey control.
 BT2209.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2209.See file dsdata.txt to determine how the superseded data were derived.
 BT2209
 BT2209_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0412362910(NAD 83)
 BT2209_MARKER: DZ = AZIMUTH MARK DISK
 BT2209_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2209_SP_SET: CONCRETE POST
 BT2209_STAMPING: ENTERPORT 1986
 BT2209_MARK LOGO: CGS   
 BT2209_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2209+STABILITY: SURFACE MOTION
 BT2209_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BT2209+SATELLITE: SATELLITE OBSERVATIONS - May 16, 1987
 BT2209
 BT2209  HISTORY     - Date     Condition        Report By
 BT2209  HISTORY     - 1986     MONUMENTED       NGS
 BT2209  HISTORY     - 19870516 GOOD
 BT2209
 BT2209                          STATION DESCRIPTION
 BT2209
 BT2209'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BT2209'THE STATION IS LOCATED 4.8 KM (3 MI) SOUTHWEST OF ENTERPRISE ON THE
 BT2209'ENTERPRISE MUNICIPAL AIRPORT AND NEAR THE END OF RUNWAY 5.
 BT2209'OWNERSHIP--PUBLIC/TOWN OF ENTERPRISE, CITY HALL, ENTERPRISE, AL.
 BT2209'36330, TELEPHONE 205-347-2252.  MANAGER - LEROY STEWART, P.O. BOX
 BT2209'1160, ENTERPRISE, AL., TELEPHONE 205-347-3212.
 BT2209'TO REACH THE STATION FROM THE JUNCTION OF MAIN AND COLLEGE STREETS IN
 BT2209'ENTERPRISE, GO SOUTH-SOUTHWEST ON CLOLEGE ST. (COUNTY HWY.18) FOR 4.5
 BT2209'KM (2.8 MI) TO A PAVED ROAD LEFT, AIRPORT SIGN AND ENTRANCE TO
 BT2209'AIRPORT.  TURN LEFT, GO SOUTH FOR 0.2 KM (0.15 MI) TO A TRACK ROAD
 BT2209'RIGHT, THAT PARALLELS THE RUNWAY.  TURN RIGHT ON TRACK ROAD, GO
 BT2209'WESTERLY FOR 0.2 KM (0.15 MI) TO STATION ENTERPORT ON LEFT, WEST OF
 BT2209'TOUCH DOWN MARKER LIGHTS.  CONTINUE WESTERLY ALONG NORTH SIDE OF
 BT2209'RUNWAY FOR 0.9 KM (0.55 MI) TO THE STATION, WEST OF LAST VASI LIGHT.
 BT2209'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 64.3 METERS
 BT2209'(211 FT) NORTH FROM CENTER OF RUNWAY 5 AT END, 30.8 METERS (101 FT)
 BT2209'SOUTHWEST OF THE VASI LIGHT, 24.8 METERS (80 FT) NORTHWEST FROM
 BT2209'CENTER OF RUNWAY 5 AND 10.4 METERS (34.1 FT) FROM A MARKER LIGHT.
 BT2209'THE UNDERGROUND MARK IS SET 1 METER BELOW THE GROUND.
 BT2209'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BT2209
 BT2209                          STATION RECOVERY (1987)
 BT2209
 BT2209'RECOVERED 1987
 BT2209'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2154 ***********************************************************************
 BT2154  DESIGNATION -  ENTERPRISE BAMA COTTON STACK
 BT2154  PID         -  BT2154
 BT2154  STATE/COUNTY-  AL/COFFEE
 BT2154  USGS QUAD   -  ENTERPRISE (1981)
 BT2154
 BT2154                         *CURRENT SURVEY CONTROL
 BT2154  ___________________________________________________________________
 BT2154* NAD 83(1992)-  31 18 40.39999(N)    085 51 17.55284(W)     ADJUSTED  
 BT2154* NAVD 88     -                                                        
 BT2154  ___________________________________________________________________
 BT2154  LAPLACE CORR-          -0.16  (seconds)                    DEFLEC99
 BT2154  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BT2154
 BT2154  HORZ ORDER  -  THIRD
 BT2154
 BT2154.The horizontal coordinates were established by classical geodetic methods
 BT2154.and adjusted by the National Geodetic Survey in December 1992..
 BT2154
 BT2154
 BT2154.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2154
 BT2154.The geoid height was determined by GEOID03.
 BT2154
 BT2154;                    North         East     Units Scale Factor Converg.
 BT2154;SPC AL E     -    89,935.068   197,949.398   MT  0.99996005   -0 00 40.3
 BT2154;UTM  16      - 3,464,659.950   608,967.207   MT  0.99974645   +0 35 42.6
 BT2154
 BT2154                          SUPERSEDED SURVEY CONTROL
 BT2154
 BT2154  NAD 83(1986)-  31 18 40.41198(N)    085 51 17.55607(W) AD(       ) 4
 BT2154  NAD 27      -  31 18 39.79600(N)    085 51 17.78000(W) AD(       ) 3
 BT2154
 BT2154.Superseded values are not recommended for survey control.
 BT2154.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2154.See file dsdata.txt to determine how the superseded data were derived.
 BT2154
 BT2154_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0896764660(NAD 83)
 BT2154_MARKER: 63 = STACK
 BT2154
 BT2154  HISTORY     - Date     Condition        Report By
 BT2154  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2154  HISTORY     - 1960     GOOD             CGS
 BT2154
 BT2154                          STATION DESCRIPTION
 BT2154
 BT2154'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2154'THIS INTERSECTION STATION IS LOCATED IN THE SW SECTION OF
 BT2154'ENTERPRISE AT THE BAMA COTTON MILL.  IT IS CONSTRUCTED OF RED
 BT2154'BRICK AND IS ABOUT 75 FEET HIGH.  THE POINT OBSERVED UPON WAS THE
 BT2154'CENTER OF THE TOP.
 BT2154
 BT2154                          STATION RECOVERY (1960)
 BT2154
 BT2154'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (AMS)
 BT2154'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BT2154'STACK INTACT AND IN GOOD CONDITION.  POINT OBSERVED WAS CENTER
 BT2154'OF TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2155 ***********************************************************************
 BT2155  DESIGNATION -  ENTERPRISE BAMA COTTON TANK
 BT2155  PID         -  BT2155
 BT2155  STATE/COUNTY-  AL/COFFEE
 BT2155  USGS QUAD   -  ENTERPRISE (1981)
 BT2155
 BT2155                         *CURRENT SURVEY CONTROL
 BT2155  ___________________________________________________________________
 BT2155* NAD 83(1992)-  31 18 44.18514(N)    085 51 17.04375(W)     ADJUSTED  
 BT2155* NAVD 88     -                                                        
 BT2155  ___________________________________________________________________
 BT2155  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BT2155  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BT2155
 BT2155  HORZ ORDER  -  THIRD
 BT2155
 BT2155.The horizontal coordinates were established by classical geodetic methods
 BT2155.and adjusted by the National Geodetic Survey in December 1992..
 BT2155
 BT2155
 BT2155.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2155
 BT2155.The geoid height was determined by GEOID03.
 BT2155
 BT2155;                    North         East     Units Scale Factor Converg.
 BT2155;SPC AL E     -    90,051.638   197,962.881   MT  0.99996005   -0 00 40.0
 BT2155;UTM  16      - 3,464,776.631   608,979.453   MT  0.99974649   +0 35 42.9
 BT2155
 BT2155                          SUPERSEDED SURVEY CONTROL
 BT2155
 BT2155  NAD 83(1986)-  31 18 44.19751(N)    085 51 17.04721(W) AD(       ) 4
 BT2155  NAD 27      -  31 18 43.58200(N)    085 51 17.27000(W) AD(       ) 3
 BT2155
 BT2155.Superseded values are not recommended for survey control.
 BT2155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2155.See file dsdata.txt to determine how the superseded data were derived.
 BT2155
 BT2155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0897964777(NAD 83)
 BT2155_MARKER: 53 = ELEVATED TANK
 BT2155
 BT2155  HISTORY     - Date     Condition        Report By
 BT2155  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2155  HISTORY     - 1960     GOOD             AMS
 BT2155
 BT2155                          STATION DESCRIPTION
 BT2155
 BT2155'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2155'THIS INTERSECTION STATION IS LOCATED IN THE SW SECTION OF
 BT2155'ENTERPRISE AT THE BAMA COTTON MILL.  IT IS A BOWL PAINTED SILVER
 BT2155'SUPPORTED BY A FOUR-LEGGED STEEL STRUCTURE ABOUT 100 FEET HIGH.
 BT2155'THE POINT OBSERVED UPON WAS THE APEX OF THE BOWL.
 BT2155
 BT2155                          STATION RECOVERY (1960)
 BT2155
 BT2155'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 BT2155'STATION RECOVERED AS DESCRIBED.  TANK INTACT AND IN GOOD
 BT2155'CONDITION.  POINT OBSERVED WAS ON THE APEX OF THE BOWL OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2158 ***********************************************************************
 BT2158  DESIGNATION -  ENTERPRISE COLUMBIAN PEANUT TK
 BT2158  PID         -  BT2158
 BT2158  STATE/COUNTY-  AL/COFFEE
 BT2158  USGS QUAD   -  ENTERPRISE (1981)
 BT2158
 BT2158                         *CURRENT SURVEY CONTROL
 BT2158  ___________________________________________________________________
 BT2158* NAD 83(1992)-  31 18 36.68603(N)    085 50 52.36102(W)     ADJUSTED  
 BT2158* NAVD 88     -                                                        
 BT2158  ___________________________________________________________________
 BT2158  LAPLACE CORR-          -0.18  (seconds)                    DEFLEC99
 BT2158  GEOID HEIGHT-         -26.77  (meters)                     GEOID03
 BT2158
 BT2158  HORZ ORDER  -  THIRD
 BT2158
 BT2158.The horizontal coordinates were established by classical geodetic methods
 BT2158.and adjusted by the National Geodetic Survey in December 1992..
 BT2158
 BT2158
 BT2158.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2158
 BT2158.The geoid height was determined by GEOID03.
 BT2158
 BT2158;                    North         East     Units Scale Factor Converg.
 BT2158;SPC AL E     -    89,820.579   198,615.489   MT  0.99996002   -0 00 27.2
 BT2158;UTM  16      - 3,464,552.539   609,634.330   MT  0.99974825   +0 35 55.6
 BT2158
 BT2158                          SUPERSEDED SURVEY CONTROL
 BT2158
 BT2158  NAD 83(1986)-  31 18 36.69845(N)    085 50 52.36444(W) AD(       ) 4
 BT2158  NAD 27      -  31 18 36.08300(N)    085 50 52.58900(W) AD(       ) 3
 BT2158
 BT2158.Superseded values are not recommended for survey control.
 BT2158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2158.See file dsdata.txt to determine how the superseded data were derived.
 BT2158
 BT2158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0963464553(NAD 83)
 BT2158_MARKER: 53 = ELEVATED TANK
 BT2158
 BT2158  HISTORY     - Date     Condition        Report By
 BT2158  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2158  HISTORY     - 1960     GOOD             AMS
 BT2158
 BT2158                          STATION DESCRIPTION
 BT2158
 BT2158'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2158'THIS INTERSECTION STATION IS LOCATED ABOUT 0.1 MILE E OF THE
 BT2158'DOTHAN ROAD, ON ERIN STREET IN THE SE SECTION OF ENTERPRISE.
 BT2158'IT IS A BOWL PAINTED BLACK SUPPORTED BY A FOUR-LEGGED STEEL
 BT2158'STRUCTURE ABOUT 120 FEET HIGH.  THE POINT OBSERVED UPON WAS THE
 BT2158'APEX OF THE BOWL.
 BT2158
 BT2158                          STATION RECOVERY (1960)
 BT2158
 BT2158'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 BT2158'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BT2158'POINT OBSERVED WAS ON APEX OF TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2156 ***********************************************************************
 BT2156  DESIGNATION -  ENTERPRISE MUNICIPAL TANK
 BT2156  PID         -  BT2156
 BT2156  STATE/COUNTY-  AL/COFFEE
 BT2156  USGS QUAD   -  ENTERPRISE (1981)
 BT2156
 BT2156                         *CURRENT SURVEY CONTROL
 BT2156  ___________________________________________________________________
 BT2156* NAD 83(1992)-  31 18 57.87638(N)    085 51 22.43427(W)     ADJUSTED  
 BT2156* NAVD 88     -                                                        
 BT2156  ___________________________________________________________________
 BT2156  LAPLACE CORR-          -0.17  (seconds)                    DEFLEC99
 BT2156  GEOID HEIGHT-         -26.76  (meters)                     GEOID03
 BT2156
 BT2156  HORZ ORDER  -  THIRD
 BT2156
 BT2156.The horizontal coordinates were established by classical geodetic methods
 BT2156.and adjusted by the National Geodetic Survey in December 1992..
 BT2156
 BT2156
 BT2156.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2156
 BT2156.The geoid height was determined by GEOID03.
 BT2156
 BT2156;                    North         East     Units Scale Factor Converg.
 BT2156;SPC AL E     -    90,473.320   197,820.438   MT  0.99996006   -0 00 42.8
 BT2156;UTM  16      - 3,465,196.692   608,832.586   MT  0.99974609   +0 35 40.4
 BT2156
 BT2156                          SUPERSEDED SURVEY CONTROL
 BT2156
 BT2156  NAD 83(1986)-  31 18 57.88914(N)    085 51 22.43798(W) AD(       ) 4
 BT2156  NAD 27      -  31 18 57.27100(N)    085 51 22.66000(W) AD(       ) 3
 BT2156
 BT2156.Superseded values are not recommended for survey control.
 BT2156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2156.See file dsdata.txt to determine how the superseded data were derived.
 BT2156
 BT2156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0883365197(NAD 83)
 BT2156_MARKER: 53 = ELEVATED TANK
 BT2156
 BT2156  HISTORY     - Date     Condition        Report By
 BT2156  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2156  HISTORY     - 1960     GOOD             CGS
 BT2156
 BT2156                          STATION DESCRIPTION
 BT2156
 BT2156'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2156'THIS INTERSECTION STATION IS LOCATED IN THE NW SECTION OF
 BT2156'ENTERPRISE, BETWEEN THE RAILROAD TRACKS AND MAIN STREET.  IT
 BT2156'IS A BOWL PAINTED A DARK GREEN SUPPORTED BY A FOUR-LEGGED STEEL
 BT2156'STRUCTURE ABOUT 100 FEET HIGH.  THE POINT OBSERVED UPON WAS THE
 BT2156'APEX OF THE BOWL.
 BT2156
 BT2156                          STATION RECOVERY (1960)
 BT2156
 BT2156'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (AMS)
 BT2156'STATION RECOVERED AS DESCRIBED AND FOUND IN GOOD CONDITION.
 BT2156'THIS IS OLD ONE OF TWO EXISTING MUNICIPAL WATER TANKS.  NEW ONE IS
 BT2156'APPROX. .4 MILE NW OF EDGE OF TOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3003 ***********************************************************************
 CN3003  DESIGNATION -  EOLINE
 CN3003  PID         -  CN3003
 CN3003  STATE/COUNTY-  AL/BIBB
 CN3003  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN3003
 CN3003                         *CURRENT SURVEY CONTROL
 CN3003  ___________________________________________________________________
 CN3003* NAD 83(1992)-  32 58 41.25424(N)    087 12 26.69211(W)     ADJUSTED  
 CN3003* NAVD 88     -       131.3    (meters)     431.     (feet)  VERTCON   
 CN3003  ___________________________________________________________________
 CN3003  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 CN3003  GEOID HEIGHT-         -29.20  (meters)                     GEOID03
 CN3003
 CN3003  HORZ ORDER  -  SECOND
 CN3003
 CN3003.The horizontal coordinates were established by classical geodetic methods
 CN3003.and adjusted by the National Geodetic Survey in December 1992..
 CN3003
 CN3003.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3003.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3003
 CN3003.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3003
 CN3003.The geoid height was determined by GEOID03.
 CN3003
 CN3003;                    North         East     Units Scale Factor Converg.
 CN3003;SPC AL W     -   330,224.740   627,348.028   MT  0.99994255   +0 09 33.3
 CN3003;UTM  16      - 3,648,881.109   480,619.407   MT  0.99960463   -0 06 46.4
 CN3003
 CN3003!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3003!SPC AL W     -   0.99998397  x   0.99994255  =   0.99992652
 CN3003!UTM  16      -   0.99998397  x   0.99960463  =   0.99958860
 CN3003
 CN3003|---------------------------------------------------------------------|
 CN3003| PID    Reference Object                     Distance      Geod. Az  |
 CN3003|                                                           dddmmss.s |
 CN3003| CF9648 EOLINE RM 1                         100.188 METERS 07954     |
 CN3003| CN3033 PONDVILLE                           APPROX.14.2 KM 2331144.2 |
 CN3003| CF9649 EOLINE RM 2                           9.281 METERS 26943     |
 CN3003|---------------------------------------------------------------------|
 CN3003
 CN3003                          SUPERSEDED SURVEY CONTROL
 CN3003
 CN3003  NAD 83(1986)-  32 58 41.26187(N)    087 12 26.69493(W) AD(       ) 2
 CN3003  NAD 27      -  32 58 40.81780(N)    087 12 26.70683(W) AD(       ) 2
 CN3003  NGVD 29 (07/19/86)  131.3    (m)          431.     (f) VERT ANG       
 CN3003
 CN3003.Superseded values are not recommended for survey control.
 CN3003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3003.See file dsdata.txt to determine how the superseded data were derived.
 CN3003
 CN3003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8061948881(NAD 83)
 CN3003_MARKER: DS = TRIANGULATION STATION DISK
 CN3003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3003_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN3003
 CN3003  HISTORY     - Date     Condition        Report By
 CN3003  HISTORY     - 1970     MONUMENTED       NGS
 CN3003
 CN3003                          STATION DESCRIPTION
 CN3003
 CN3003'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 CN3003'NO MEASUREMENT BETWEEN RMS DUE TO TERRAIN.
 CN3003'
 CN3003'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 CN3003'
 CN3003'THE STATION IS LOCATED ABOUT 5 MILES NORTHWEST OF CENTERVILLE, 3
 CN3003'MILES EAST OF THE EAST BOUNDARY LINE OF THE TALLADEGA NATIONAL
 CN3003'FOREST, 2 MILES EAST-SOUTHEAST OF EOLINE AND ON ROAD
 CN3003'RIGHT-OF-WAY.
 CN3003'
 CN3003'TO REACH THE STATION FROM THE POST OFFICE IN EOLINE GO IN A
 CN3003'SOUTH-EASTERLY DIRECTION ON U. S. HIGHWAY 82 FOR 2.1 MILES TO A
 CN3003'CROSSROAD.  TURN RIGHT AND GO IN A WESTERLY DIRECTION ON A PAVED
 CN3003'ROAD FOR 0.6 MILE TO THE STATION ON THE RIGHT.
 CN3003'
 CN3003'STATION MARKS ARE STANDARD DISKS STAMPED EOLINE 1970.  THE SURFACE
 CN3003'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN3003'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 36 FEET
 CN3003'NORTH-NORTHWEST OF THE CENTER OF THE PAVED ROAD, 13 FEET
 CN3003'EAST-NORTHEAST OF A POWER LINE POLE, 11 FEET EAST-NORTHEAST OF A
 CN3003'METAL WITNESS POST AND ABOUT 3 FEET HIGHER THAN THE ROAD
 CN3003'SURFACE.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR
 CN3003'MASS OF CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CN3003'
 CN3003'REFERENCE MARK 1, A STANDARD DISK STAMPED EOLINE NO 1 1970, IS SET
 CN3003'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 CN3003'1 INCH ABOVE THE GROUND SURFACE.  IT IS 19 FEET SOUTHEAST OF THE
 CN3003'CENTER OF THE PAVED ROAD, 2 FEET WEST OF A POWER LINE POLE AND 2
 CN3003'FEET EAST OF A METAL WITNESS POST.
 CN3003'
 CN3003'REFERENCE MARK 2, A STANDARD DISK STAMPED EOLINE NO 2 1970, IS SET
 CN3003'IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH PROJECTS
 CN3003'3 INCHES ABOVE THE GROUND SURFACE.  IT IS 51 FEET NORTH-NORTHWEST
 CN3003'OF THE CENTER OF THE PAVED ROAD, 22 FEET WEST OF THE METAL WITNESS
 CN3003'POST AND 20.5 FEET WEST OF THE POWER LINE POLE.
 CN3003'
 CN3003'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1456 ***********************************************************************
 CO1456  DESIGNATION -  EPES
 CO1456  PID         -  CO1456
 CO1456  STATE/COUNTY-  AL/SUMTER
 CO1456  USGS QUAD   -  EPES EAST (1986)
 CO1456
 CO1456                         *CURRENT SURVEY CONTROL
 CO1456  ___________________________________________________________________
 CO1456* NAD 83(1992)-  32 41 38.90799(N)    088 06 55.67163(W)     ADJUSTED  
 CO1456* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 CO1456  ___________________________________________________________________
 CO1456  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CO1456  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CO1456
 CO1456  HORZ ORDER  -  THIRD
 CO1456
 CO1456.The horizontal coordinates were established by classical geodetic methods
 CO1456.and adjusted by the National Geodetic Survey in May 1994..
 CO1456
 CO1456.The orthometric height was scaled from a topographic map.
 CO1456
 CO1456.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1456
 CO1456.The geoid height was determined by GEOID03.
 CO1456
 CO1456;                    North         East     Units Scale Factor Converg.
 CO1456;SPC AL W     -   298,861.880   542,288.628   MT  0.99997439   -0 19 56.8
 CO1456;UTM  16      - 3,617,930.063   395,437.151   MT  0.99973482   -0 36 09.3
 CO1456
 CO1456!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1456!SPC AL W     -   0.99999732  x   0.99997439  =   0.99997171
 CO1456!UTM  16      -   0.99999732  x   0.99973482  =   0.99973214
 CO1456
 CO1456|---------------------------------------------------------------------|
 CO1456| PID    Reference Object                     Distance      Geod. Az  |
 CO1456|                                                           dddmmss.s |
 CO1456| CF9651 EPES RM 1                            29.790 METERS 05710     |
 CO1456| CN3085 BRAGG                               APPROX.11.1 KM 0971427.9 |
 CO1456| CF9652 EPES RM 2                            28.315 METERS 13649     |
 CO1456| CF9650 EPES AZ MK                                         2340224.9 |
 CO1456|---------------------------------------------------------------------|
 CO1456
 CO1456                          SUPERSEDED SURVEY CONTROL
 CO1456
 CO1456  NAD 83(1992)-  32 41 38.91079(N)    088 06 55.67343(W) AD(       ) 3
 CO1456  NAD 83(1986)-  32 41 38.91652(N)    088 06 55.67563(W) AD(       ) 3
 CO1456  NAD 27      -  32 41 38.43600(N)    088 06 55.59600(W) AD(       ) 3
 CO1456
 CO1456.Superseded values are not recommended for survey control.
 CO1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1456.See file dsdata.txt to determine how the superseded data were derived.
 CO1456
 CO1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9543717930(NAD 83)
 CO1456_MARKER: DS = TRIANGULATION STATION DISK
 CO1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1456_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1456
 CO1456  HISTORY     - Date     Condition        Report By
 CO1456  HISTORY     - 1955     MONUMENTED       CGS
 CO1456  HISTORY     - 1957     GOOD             CGS
 CO1456  HISTORY     - 1975     GOOD             NGS
 CO1456  HISTORY     - 1982     GOOD             NGS
 CO1456
 CO1456                          STATION DESCRIPTION
 CO1456
 CO1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1456'STATION IS LOCATED ON THE SOUTHWEST BANK OF THE TOMBIGBEE
 CO1456'RIVER ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY 11 IN THE EAST
 CO1456'EDGE OF EPES.  IT IS 100 FEET SOUTHWEST OF THE SOUTHWEST
 CO1456'ABUTMENT OF THE WM. C. GORGAS BRIDGE, 45 FEET SOUTHEAST OF THE
 CO1456'CENTER OF THE HIGHWAY, 8 FEET NORTHWEST OF A FENCE AND 2 FEET
 CO1456'WEST OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 2 INCHES
 CO1456'AND THE DISK IS STAMPED EPES 1955.
 CO1456'
 CO1456'REFERENCE MARK NO. 1 IS 42 FEET SOUTHEAST OF THE SOUTHWEST
 CO1456'ABUTMENT OF THE BRIDGE AND 1 FOOT NORTHWEST OF THE FENCE.  THE
 CO1456'MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED EPES NO 1
 CO1456'1955.
 CO1456'
 CO1456'REFERENCE MARK NO. 2 IS 84 FEET SOUTHEAST OF THE FENCE AND 38
 CO1456'FEET WEST OF A POWER LINE POLE.  THE MARK IS FLUSH AND THE
 CO1456'DISK IS STAMPED EPES NO 2 1955.
 CO1456'
 CO1456'AZIMUTH MARK IS 52 FEET SOUTH OF THE CENTER OF HIGHWAY 11,
 CO1456'28 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 1 FOOT NORTH OF A
 CO1456'FENCE CORNER AND POWER LINE POLE AND 1 FOOT NORTHEAST OF A
 CO1456'WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 3 INCHES AND THE
 CO1456'DISK IS STAMPED EPES 1955.
 CO1456'
 CO1456'TO REACH THE AZIMUTH MARK FROM THE STATION, GO SOUTHWEST ON
 CO1456'HIGHWAY 11 FOR 0.5 MILE TO A GRAVEL CROSSROAD AND THE MARK
 CO1456'ON THE LEFT AS DESCRIBED.
 CO1456'
 CO1456'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 CO1456
 CO1456                          STATION RECOVERY (1957)
 CO1456
 CO1456'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (RAG)
 CO1456'THE STATION WAS VISITED 1-3-57 AND ALL MARKS WERE FOUND IN GOOD
 CO1456'CONDITION.  THE WITNESS POST FOR THE STATION HAS BEEN DESTROYED.
 CO1456'THE AZIMUTH MARK WAS RESET AT THIS DATE AT THE REQUEST OF THE
 CO1456'SUMTER COUNTY ENGINEER.  THE NEW AZIMUTH MARK WAS SET ON LINE
 CO1456'BETWEEN THE OLD AZIMUTH MARK AND THE STATION, 41 FEET FROM THE
 CO1456'ORIGINAL AZIMUTH MARK.
 CO1456'
 CO1456'A NEW DESCRIPTION OF THE AZIMUTH MARK FOLLOWS-
 CO1456'
 CO1456'THE AZIMUTH MARK IS 0.5 MILE WEST OF THE STATION AND THE
 CO1456'TOMBIGBEE RIVER, IN THE SOUTHEAST ANGLE OF AN INTERSECTION
 CO1456'OF U.S. HIGHWAY 11 AND A SIDE ROAD LEADING SOUTH, 44.5 FEET SOUTH
 CO1456'OF THE CENTERLINE OF U.S. HIGHWAY 11, 54 FEET EAST OF THE CENTER
 CO1456'OF THE SIDE ROAD LEADING SOUTH, 6.5 FEET NORTH OF A WITNESS
 CO1456'POST, 7.5 FEET NORTH OF A FENCE LINE, AND 64 FEET NORTH OF A
 CO1456'CEDAR TREE IN A PASTURE.  IT IS A STANDARD DISK, STAMPED EPES
 CO1456'1955 RESET 1957, PROJECTING 1 INCH.
 CO1456
 CO1456                          STATION RECOVERY (1975)
 CO1456
 CO1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975 (CLN)
 CO1456'THE STATION WAS VISITED 9-24-75 AND THE STATION MARK, REFERENCE MARK
 CO1456'NO 1 AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD CONDITION.  THE
 CO1456'AZIMUTH MARK WAS SEARCHED FOR BUT NOT FOUND AND IS BELIEVED
 CO1456'DESTROYED.  THE STATION WAS NOT OCCUPIED AT THIS TIME.  A NEW
 CO1456'DESCRIPTION FOLLOWS--
 CO1456'
 CO1456'THE STATION IS LOCATED ON THE SOUTHWEST BANK OF THE TOMBIGBEE RIVER
 CO1456'ALONG THE SOUTHEAST SIDE OF U.S. HIGHWAY 11 IN THE EAST EDGE OF
 CO1456'EPES.
 CO1456'
 CO1456'TO REACH FROM THE CROSSROAD AT EPES, GO EAST ON U.S. HIGHWAY 11 FOR
 CO1456'0.5 MILE TO THE WEST END OF WM. C. GORGAS BRIDGE AND STATION AS
 CO1456'DESCRIBED.
 CO1456'
 CO1456'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK, STAMPED
 CO1456'EPES 1953 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 1 INCH.
 CO1456'IT IS 100 FEET SOUTHWEST OF THE SOUTHWEST ABUTMENT OF BRIDGE, 45
 CO1456'FEET SOUTH-SOUTHEAST OF THE CENTER OF HIGHWAY 11 AND 6.7 FEET
 CO1456'NORTH-NORTHWEST OF A METAL WITNESS POST AND SIGN IN FENCE LINE.
 CO1456'
 CO1456'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK DISK, STAMPED EPES
 CO1456'NO 1 1955 SET IN TOP OF A SQUARE CONCRETE POST PROJECTING 2 INCHES.
 CO1456'IT IS 97.74 FEET EAST-NORTHEAST OF THE STATION MARK, 42 FEET
 CO1456'SOUTH-SOUTHEAST OF THE SOUTHWEST ABUTMENT OF BRIDGE, 7 FEET
 CO1456'WEST-SOUTHWEST OF A CONCRETE RIGHT-OF-WAY MARKER, 6 FEET
 CO1456'EAST-SOUTHEAST OF THE SOUTHEAST ONE OF FOUR CONCRETE POST
 CO1456'PROJECTING 4 FEET AND 1 FOOT NORTH-NORTHWEST OF FENCE LINE.
 CO1456'
 CO1456'REFERENCE MARK NO 2 IS A STANDARD REFERENCE MARK DISK, STAMPED EPES
 CO1456'NO 2 1955 SET IN THE TOP OF A SQUARE CONCRETE POST FLUSH WITH THE
 CO1456'GROUND.  IT IS 92.91 FEET SOUTH-SOUTHEAST OF THE STATION, 86.5 FEET
 CO1456'SOUTH-SOUTHEAST OF METAL WITNESS POST AND SIGN IN FENCE LINE, 38
 CO1456'FEET WEST-NORTHWEST OF POWER POLE AND 104 FEET NORTH-NORTHEAST OF
 CO1456'A 30 INCH CEDAR TREE.
 CO1456'
 CO1456'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.5 MILE EAST
 CO1456'OF EPES.
 CO1456
 CO1456                          STATION RECOVERY (1982)
 CO1456
 CO1456'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CO1456'ALL MARKS WERE RECOVERED IN GOOD CONDITION AS PREVIOUSLY DESCRIBED
 CO1456'WITH THE FOLLOWING EXCEPTIONS.
 CO1456'
 CO1456'A NEW BRIDGE HAS BEEN BUILT AND THE STATION MARK IS 15.24 METERS
 CO1456'(50.0 FEET) EAST-NORTHEST OF THE NORTH END OF THE NORTHWEST WINGWALL
 CO1456'OF NEW BRIDGE, 10.06 METERS (33.0 FEET) NORTH OF THE NORTH STEEL
 CO1456'GIRDER OF NEW BRIDGE AND 0.46 METER (1.5 FEET) SOUTH OF A METAL
 CO1456'WITNESS POST AND SIGN.
 CO1456'
 CO1456'REFERENCE MARK NO 1 IS AS PREVIOUSLY DESCRIBED AND 0.34 METER (1.0
 CO1456'FOOT) WEST OF A METAL WITNESS POST AND SIGN.
 CO1456'
 CO1456'REFERENCE MARK NO 2 IS AS PREVIOUSLY DESCRIBED AND 8.83 METER
 CO1456'(29.0 FEET) SOUTH OF THE SOUTH STEEL GIRDER OF NEW BRIDGE AND 0.34
 CO1456'METER (1.0 FOOT) NORTH OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0144 ***********************************************************************
 CN0144  DESIGNATION -  EPT=STA M 7
 CN0144  PID         -  CN0144
 CN0144  STATE/COUNTY-  AL/ELMORE
 CN0144  USGS QUAD   -  DEATSVILLE (1984)
 CN0144
 CN0144                         *CURRENT SURVEY CONTROL
 CN0144  ___________________________________________________________________
 CN0144* NAD 83(1986)-  32 36 26.     (N)    086 23 48.     (W)     SCALED    
 CN0144* NAVD 88     -        92.795  (meters)     304.44   (feet)  ADJUSTED  
 CN0144  ___________________________________________________________________
 CN0144  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 CN0144  DYNAMIC HT  -          92.687 (meters)     304.09  (feet)  COMP
 CN0144  MODELED GRAV-     979,475.8   (mgal)                       NAVD 88
 CN0144
 CN0144  VERT ORDER  -  SECOND    CLASS 0
 CN0144
 CN0144.The horizontal coordinates were scaled from a topographic map and have
 CN0144.an estimated accuracy of +/- 6 seconds.
 CN0144
 CN0144.The orthometric height was determined by differential leveling
 CN0144.and adjusted by the National Geodetic Survey in June 1991..
 CN0144
 CN0144.The geoid height was determined by GEOID03.
 CN0144
 CN0144.The dynamic height is computed by dividing the NAVD 88
 CN0144.geopotential number by the normal gravity value computed on the
 CN0144.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0144.degrees latitude (g = 980.6199 gals.).
 CN0144
 CN0144.The modeled gravity was interpolated from observed gravity values.
 CN0144
 CN0144;                    North         East    Units  Estimated Accuracy
 CN0144;SPC AL E     -   233,780.      147,120.      MT  (+/- 180 meters Scaled)
 CN0144
 CN0144                          SUPERSEDED SURVEY CONTROL
 CN0144
 CN0144  NGVD 29 (??/??/92)   92.77   (m)          304.4    (f) COMPUTED    2 0
 CN0144
 CN0144.Superseded values are not recommended for survey control.
 CN0144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0144.See file dsdata.txt to determine how the superseded data were derived.
 CN0144
 CN0144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB566079(NAD 83)
 CN0144_MARKER: DD = SURVEY DISK
 CN0144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0144_STAMPING: E.P.T.
 CN0144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0144+STABILITY: SURFACE MOTION
 CN0144
 CN0144  HISTORY     - Date     Condition        Report By
 CN0144  HISTORY     - UNK      MONUMENTED       ALGS
 CN0144  HISTORY     - 1949     GOOD             NGS
 CN0144
 CN0144                          STATION DESCRIPTION
 CN0144
 CN0144'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0144'IN DEATSVILLE.
 CN0144'AT DEATSVILLE, AT THE LOUISVILLE AND NASHVILLE RAILROAD STATION, 65
 CN0144'FEET EAST-SOUTHEAST AND ACROSS ROAD NORTH FROM THE SOUTHEAST CORNER OF
 CN0144'THE COX AND SON STORE BUILDING, 57 FEET NORTHEAST AND ACROSS THE
 CN0144'EAST-WEST ROAD FROM THE NORTHWEST CORNER OF THE STATION BUILDING, 48
 CN0144'FEET NORTH-NORTHWEST AND ACROSS THE EAST-WEST ROAD FROM THE NORTHEAST
 CN0144'CORNER OF THE STATION BUILDING, 11 1/2 FEET NORTH OF THE CENTER LINE
 CN0144'OF THE EAST-WEST ROAD, 19 FEET NORTHEAST OF THE CENTER OF THE JUNCTION
 CN0144'OF THE ROAD NORTH AND EAST-WEST ROAD, 5 FEET WEST OF A POWER
 CN0144'TRANSFORMER POLE, 1 FOOT ABOVE THE EAST-WEST ROAD AND SET IN THE TOP
 CN0144'OF A CONCRETE POST PROJECTING 2 1/2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2936 ***********************************************************************
 CN2936  DESIGNATION -  EQUALITY
 CN2936  PID         -  CN2936
 CN2936  STATE/COUNTY-  AL/COOSA
 CN2936  USGS QUAD   -  EQUALITY (1971)
 CN2936
 CN2936                         *CURRENT SURVEY CONTROL
 CN2936  ___________________________________________________________________
 CN2936* NAD 83(1992)-  32 45 19.65577(N)    086 05 50.55541(W)     ADJUSTED  
 CN2936* NAVD 88     -       239.     (meters)     784.     (feet)  SCALED    
 CN2936  ___________________________________________________________________
 CN2936  LAPLACE CORR-          -1.27  (seconds)                    DEFLEC99
 CN2936  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 CN2936
 CN2936  HORZ ORDER  -  FIRST
 CN2936
 CN2936.The horizontal coordinates were established by classical geodetic methods
 CN2936.and adjusted by the National Geodetic Survey in December 1992..
 CN2936
 CN2936.The orthometric height was scaled from a topographic map.
 CN2936
 CN2936.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2936
 CN2936.The geoid height was determined by GEOID03.
 CN2936
 CN2936;                    North         East     Units Scale Factor Converg.
 CN2936;SPC AL E     -   250,107.102   175,257.425   MT  0.99996755   -0 08 34.3
 CN2936;UTM  16      - 3,624,538.106   584,552.623   MT  0.99968815   +0 29 18.2
 CN2936
 CN2936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2936!SPC AL E     -   0.99996702  x   0.99996755  =   0.99993458
 CN2936!UTM  16      -   0.99996702  x   0.99968815  =   0.99965518
 CN2936
 CN2936:                Primary Azimuth Mark                     Grid Az
 CN2936:SPC AL E     -  EQUALITY AZ MK                           198 57 52.6
 CN2936:UTM  16      -  EQUALITY AZ MK                           198 20 00.1
 CN2936
 CN2936|---------------------------------------------------------------------|
 CN2936| PID    Reference Object                     Distance      Geod. Az  |
 CN2936|                                                           dddmmss.s |
 CN2936| CF9653 EQUALITY AZ MK                                     1984918.3 |
 CN2936| CN2939 WETUMPKA RESET                      APPROX.26.1 KM 2001911.0 |
 CN2936| CF9654 EQUALITY RM 1                       112.919 METERS 21736     |
 CN2936| CF9656 EQUALITY RM 3                        40.477 METERS 24203     |
 CN2936| CF9655 EQUALITY RM 2                        77.245 METERS 29803     |
 CN2936|---------------------------------------------------------------------|
 CN2936
 CN2936                          SUPERSEDED SURVEY CONTROL
 CN2936
 CN2936  NAD 83(1986)-  32 45 19.66513(N)    086 05 50.56161(W) AD(       ) 1
 CN2936  NAD 27      -  32 45 19.20400(N)    086 05 50.68100(W) AD(       ) 1
 CN2936
 CN2936.Superseded values are not recommended for survey control.
 CN2936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2936.See file dsdata.txt to determine how the superseded data were derived.
 CN2936
 CN2936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB8455324538(NAD 83)
 CN2936_MARKER: DS = TRIANGULATION STATION DISK
 CN2936_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2936
 CN2936  HISTORY     - Date     Condition        Report By
 CN2936  HISTORY     - 1930     MONUMENTED       CGS
 CN2936  HISTORY     - 1933     GOOD             CGS
 CN2936  HISTORY     - 1938     GOOD             CGS
 CN2936  HISTORY     - 1941     GOOD             CGS
 CN2936  HISTORY     - 1953     GOOD             CGS
 CN2936  HISTORY     - 1968     GOOD             CGS
 CN2936  HISTORY     - 1972     GOOD             ALHD
 CN2936  HISTORY     - 1976     GOOD             NGS
 CN2936
 CN2936                          STATION DESCRIPTION
 CN2936
 CN2936'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CN2936'STATION IS ABOUT 17 MILES NNE OF WETUMPKA, 15 MILES SW OF
 CN2936'ALEXANDER CITY, AND 0.3 MILE S OF EQUALITY A VILLAGE ON STATE
 CN2936'HIGHWAY 9.  STATION IS ON THE HIGH CULTIVATED HILL SE OF EQUALITY,
 CN2936'ON THE HIGHEST POINT.
 CN2936'
 CN2936'SURFACE MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, 12
 CN2936'INCHES BELOW SURFACE OF CULTIVATED GROUND.  UNDERGROUND AND
 CN2936'REFERENCE MARKS ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 CN2936'
 CN2936'REFERENCE MARK NO. 1 IS SW OF THE STATION IN A LAND CORNER.
 CN2936'
 CN2936'REFERENCE MARK NO. 2 IS W OF STATION ON THE FENCE LINE.
 CN2936'
 CN2936'REACHED FROM EQUALITY BY ROAD LEADING SE FOR 0.4 MILE
 CN2936'TO A WOOD ROAD LEADING S TO THE TOP OF THE HILL.  STATION IS
 CN2936'ON THIS HILL.
 CN2936'
 CN2936'HEIGHT OF SIGNAL ABOVE STATION MARK - 31.4 METERS.
 CN2936
 CN2936                          STATION RECOVERY (1933)
 CN2936
 CN2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (RGA)
 CN2936'STATION RECOVERED AS DESCRIBED AND IN GOOD CONDITION.
 CN2936
 CN2936                          STATION RECOVERY (1938)
 CN2936
 CN2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1938 (EBP)
 CN2936'STATION WAS RECOVERED AS DESCRIBED, AND IN GOOD CONDITION AS
 CN2936'FOLLOWS- ABOUT 17 MILES NNW OF WETUMPKA, 15 MILES SW OF
 CN2936'ALEXANDER CITY AND ABOUT 0.3 MILE S OF EQUALITY, A VILLAGE ON
 CN2936'STATE HIGHWAY 9.  STATION IS ON THE HIGH CULTIVATED HILL SE
 CN2936'OF EQUALITY AND ABOUT 1/4 MILE E OF THE HIGHWAY, ON THE
 CN2936'HIGHEST POINT OF THE CULTIVATED HILL.
 CN2936'
 CN2936'STATION MARK IS A STANDARD BRONZE DISK SET IN CONCRETE, 12 INCHES
 CN2936'BELOW THE SURFACE OF THE GROUND.
 CN2936'
 CN2936'REFERENCE MARK NO. 1 IS SW OF THE STATION IN FENCE CORNER,
 CN2936'370.3 FEET FROM THE STATION.
 CN2936'
 CN2936'REFERENCE MARK NO. 2 IS W OF THE STATION IN THE FENCE LINE
 CN2936'253.4 FEET FROM THE STATION.
 CN2936
 CN2936                          STATION RECOVERY (1941)
 CN2936
 CN2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CN2936'STATION AND THE TWO REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CN2936'STATION IS LOCATED ABOUT 0.3 MILE S OF THE VILLAGE OF EQUALITY,
 CN2936'ON A HIGH CULTIVATED HILL, ON PROPERTY OWNED AND OCCUPIED BY
 CN2936'A MR. CLARENCE AVANT, WHO LIVES IN WHITE HOUSE 0.2 MILE
 CN2936'W OF THE STATION.
 CN2936'
 CN2936'STATION MARK IS ONE FOOT UNDER SURFACE OF GROUND.
 CN2936'
 CN2936'THE DISTANCE AND DIRECTION TO REFERENCE MARKS NOS. 1 AND 2
 CN2936'CHECKED, AND AN AZIMUTH MARK WAS SET 0.6 MILE S OF THE STATION, 88
 CN2936'FEET W OF THE CENTER LINE OF STATE HIGHWAY 9 AND ON PROPERTY
 CN2936'OWNED AND OCCUPIED BY MR. J.D. GRANGER AND ADJOINING THE
 CN2936'PROPERTY OF MRS. MAGGIE TRAYLOR.
 CN2936'
 CN2936'TO REACH AZIMUTH MARK FROM EQUALITY, GO S ON STATE HIGHWAY 9
 CN2936'FOR 1.0 MILE TO THE MARK ON THE RIGHT.
 CN2936'
 CN2936'TO REACH THE STATION FROM THE FILLING STATIONS IN EQUALITY, GO
 CN2936'SE ON GRADED DIRT ROAD FOR 0.4 MILE TO DIM WOODS ROAD TO THE
 CN2936'RIGHT, TURN RIGHT AROUND S EDGE OF FIELD AND CONTINUE IN A
 CN2936'SOUTH-WESTERLY DIRECTION FOR 0.3 MILE TO TOP OF HILL AND STATION.
 CN2936'
 CN2936'NOTE- A WHITE WOODEN 4- BY 4-INCH POST WAS SET 4.5 FEET W
 CN2936'OF THE AZIMUTH MARK.
 CN2936
 CN2936                          STATION RECOVERY (1953)
 CN2936
 CN2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (GFM)
 CN2936'THE ORIGINAL DESCRIPTION IS ADEQUATE.  STATION AND REFERENCE
 CN2936'MARKS 1 AND 2 WERE RECOVERED IN GOOD CONDITION.  THE STATION
 CN2936'IS 12 IN. UNDER GROUND.
 CN2936'
 CN2936'AZIMUTH MARK WAS NOT VISITED.
 CN2936
 CN2936                          STATION RECOVERY (1968)
 CN2936
 CN2936'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CN2936'THE STATION WAS VISITED 2-15-68 AND STATION MARK, RM NO. 1 AND
 CN2936'NO. 2 WERE FOUND IN GOOD CONDITION.  RM NO. 1 IS 370.3 FEET FROM THE
 CN2936'STATION AND OBSTRUCTED BY TIMBER AND RM NO. 3 WAS ESTABLISHED AT
 CN2936'THIS DATE.  A NEW DESCRIPTION FOLLOWS-
 CN2936'
 CN2936'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF ALEXANDER CITY
 CN2936'AND 17 MILES NORTH-NORTHEAST OF WETUMPKA, ABOUT 0.6 MILE
 CN2936'SOUTH OF THE VILLAGE OF EQUALITY ON PROPERTY OWNED BY MRS. GEORGE
 CN2936'WILLIS, IN THE SE 1/4 OF SEC. 31, T 2 W, R 20 E, ON A WOODED HILL
 CN2936'WHICH ONCE WAS A CULTIVATED FIELD.  THE STATION IS ABOUT 0.15
 CN2936'MILE SOUTH OF THE WILLISS HOUSE, AT THE TOP OF A BARE HILL
 CN2936'SPARSELY COVERED WITH PINE TREES, 240 FEET EAST OF A FENCE
 CN2936'LINE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.  IT IS A
 CN2936'STANDARD TRIANGULATION STATION DISK STAMPED EQUALITY 1930,
 CN2936'10-INCHES BELOW SURFACE OF GROUND.
 CN2936'
 CN2936'REFERENCE MARK NO. 1 IS 370.3 FEET SOUTHWEST OF STATION IN A FENCE
 CN2936'CORNER, WHICH IS A 6-INCH PIECE OF CHANNEL IRON, PROJECTING 4 FEET,
 CN2936'7 FEET NORTHEAST OF FENCE CORNER, 2 FEET EAST OF FENCE LINE, 1 FOOT
 CN2936'EAST OF METAL WITNESS POST, 5 FEET NORTHWEST OF A 10-INCH OAK
 CN2936'TREE.  IT IS A REFERENCE MARK DISK STAMPED EQUALITY NO 1 1930,
 CN2936'PROJECTING 4-INCHES.
 CN2936'
 CN2936'REFERENCE MARK NO. 2 IS 253.43 FEET NORTHWEST OF STATION, 2 FEET
 CN2936'EAST OF A FENCE LINE, 5 FEET SOUTHEAST OF A FORKED OAK TREE IN FENCE
 CN2936'LINE ON NORTHWEST SLOPE OF HILL.  IT IS A REFERENCE MARK DISK
 CN2936'STAMPED EQUALITY NO 2 1930, PROJECTING 4-INCHES.
 CN2936'
 CN2936'REFERENCE MARK NO. 3 IS 132.80 FEET WEST-SOUTHWEST OF STATION AT
 CN2936'THE WEST EDGE OF SAME CLEARING AS STATION, 108 FEET EAST OF A N-S
 CN2936'FENCE LINE ABOUT 3 FEET LOWER THAN STATION, 1 FOOT SOUTHWEST OF
 CN2936'METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED EQUALITY
 CN2936'1930 NO 3 1968, PROJECTING 6-INCHES.
 CN2936'
 CN2936'THE AZIMUTH MARK IS 0.75 MILE SOUTH OF STATION IN THE NORTHEAST
 CN2936'CORNER TO YARD OF HOUSE ON HILL, 87 FEET WEST OF THE CENTERLINE OF
 CN2936'STATE HIGHWAY 9, 18 FEET SOUTH OF A FENCE LINE, 103 FEET NORTH OF
 CN2936'THE CENTERLINE OF DRIVEWAY, 92 FEET NORTH OF A POWER POLE, 5 FEET
 CN2936'EAST OF POWER LINE, 1 FOOT WEST OF WITNESS POST.  IT IS A AZIMUTH
 CN2936'MARK DISK STAMPED EQUALITY 1941, PROJECTING 3-INCHES.
 CN2936'
 CN2936'TO REACH THE STATION FROM THE POST OFFICE IN EQUALITY, A SMALL TOWN
 CN2936'ABOUT 15 MILES SOUTHWEST OF ALEXANDER CITY ON STATE HIGHWAY 9,
 CN2936'GO SOUTH ON STATE HIGHWAY 9 FOR 0.15 MILE TO SIDE ROAD LEFT, TURN
 CN2936'LEFT AND GO 0.3 MILE TO A DRIVEWAY RIGHT, TURN LEFT PASSING TO
 CN2936'LEFT OF MRS. WILLISS HOUSE AND CONTINUE ACROSS COUNTRY UP HILL TO
 CN2936'THE TOP OF HILL AND STATION.  THE STATION IS SOUTH OF MRS.
 CN2936'WILLISS HOUSE.
 CN2936'
 CN2936'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN EQUALITY, GO
 CN2936'SOUTH ON STATE HIGHWAY 9, FOR 1.2 MILES TO THE MARK ON THE RIGHT.
 CN2936'
 CN2936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 0.6 MILE S OF
 CN2936'EQUALITY.
 CN2936
 CN2936                          STATION RECOVERY (1972)
 CN2936
 CN2936'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1972 (JDS)
 CN2936'EQUALITY 1930 RECOVERED GOOD.
 CN2936'
 CN2936'EQUALITY NO. 1 1930 RECOVERED GOOD.
 CN2936'
 CN2936'EQUALITY NO. 2 1930 RECOVERED GOOD.
 CN2936'
 CN2936'EQUALITY NO. 3 1968 RECOVERED GOOD.
 CN2936'
 CN2936'THE AZIMUTH MARK WAS ALSO RECOVERED AND A LINE CLEARED BETWEEN THE
 CN2936'STATION AND THE AZIMUTH AT THIS TIME.
 CN2936
 CN2936                          STATION RECOVERY (1976)
 CN2936
 CN2936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CN2936'THE STATION WAS VISITED 7-8-76, AND THE STATION MARK, RM NO. 1, RM
 CN2936'NO. 2, RM NO. 3 AND THE AZIMUTH MARK WERE RECOVERED IN GOOD
 CN2936'CONDITION.  THE AZIMUTH IS NOT VISIBLE FROM THE GROUND IN SUMMER
 CN2936'WHEN LEAVES ARE ON THE TREES.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CN2936'
 CN2936'THE STATION IS LOCATED ABOUT 15 MILES SOUTHWEST OF ALEXANDER CITY,
 CN2936'ALA. AND 17 MILES NORTH-NORTHEAST OF WETUMPKA, ALA., ABOUT 0.6 MILE
 CN2936'SOUTH OF THE VILLAGE OF EQUALITY ON A WOODED HILL WHICH WAS ONCE
 CN2936'CULTIVATED.
 CN2936'
 CN2936'TO REACH THE STATION FROM THE POST OFFICE IN EQUALITY, ALA., DRIVE
 CN2936'SOUTH ON ALA. 9 0.15 MILE TO MILE POST 141.05 AND A PAVED COUNTY
 CN2936'ROAD LEFT, TURN LEFT AND DRIVE 0.30 MILE TO A DRIVEWAY RIGHT, TURN
 CN2936'RIGHT, PASS A HOUSE ON THE RIGHT, AND CONTINUE ACROSS THE YARD TO A
 CN2936'DIM WOODS ROAD BEARING TO THE RIGHT UP THE HILL TO THE STATION ON THE
 CN2936'CREST.
 CN2936'
 CN2936'THE STATION MARK IS A STANDARD TRIANGULATION STATION DISK STAMPED
 CN2936'EQUALITY 1930 SET IN THE TOP OF A SQUARE CONCRETE POST 10 INCHES
 CN2936'BELOW THE SURFACE OF THE GROUND.  IT IS 240 FT. EAST OF A FENCE LINE
 CN2936'AND 1 FT. NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CN2936'
 CN2936'REFERENCE MARK NO 1 IS A STANDARD REFERENCE MARK STAMPED EQUALITY
 CN2936'NO. 1 1930 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 4
 CN2936'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS LOCATED IN A FENCE
 CN2936'CORNER 5 FT. NORTHWEST OF A 10 INCH OAK TREE, 2 FT. EAST OF A
 CN2936'FENCE LINE, AND 1 FT. EAST OF A METAL WITNESS POST AND SIGN.
 CN2936'
 CN2936'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK STAMPED
 CN2936'EQUALITY NO. 2 1930 SET IN THE TOP OF A SQUARE CONCRETE POST
 CN2936'PROJECTING 4 INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 5 FT.
 CN2936'SOUTHEAST OF A FORKED OAK TREE IN THE FENCE LINE ON THE NORTHWEST
 CN2936'SLOPE OF THE HILL, AND 2 FT. EAST OF THE FENCE LINE.
 CN2936'
 CN2936'REFERENCE MARK NO. 3 IS A STANDARD REFERENCE MARK DISK STAMPED
 CN2936'EQUALITY 1930 NO. 3 1968 SET IN THE TOP OF A ROUND CONCRETE POST
 CN2936'FLUSH WITH THE GROUND.  IT IS 108 FT. EAST OF A NORTH-SOUTH FENCE
 CN2936'LINE, AND 1 FT. SOUTHWEST OF A METAL WITNESS POST AND SIGN.
 CN2936'
 CN2936'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED EQUALITY
 CN2936'1941 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES
 CN2936'ABOVE THE SURFACE OF THE GROUND.  IT IS 0.75 MILE SOUTH OF THE
 CN2936'STATION, 103 FT. NORTH OF THE CENTERLINE OF A DRIVEWAY, 92 FT.
 CN2936'NORTH OF A POWER POLE, 87 FT. WEST OF THE CENTERLINE OF ALA. 9, AND
 CN2936'1 FT.  WEST OF A METAL WITNESS POST AND SIGN.
 CN2936'
 CN2936'TO REACH THE AZIMUTH MARK FROM THE POST OFFICE IN EQUALITY, ALABAMA,
 CN2936'DRIVE SOUTH ON ALA. 9 0.55 MILE TO THE COOSA AND ELMORE COUNTY LINE,
 CN2936'CONTINUE SOUTH ON ALA. 9 0.75 MILE TO MILE POST 139.95 AND THE
 CN2936'AZIMUTH MARK ON THE RIGHT.
 CN2936'
 CN2936'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--0.6 MILE SOUTH
 CN2936'OF EQUALITY, ALABAMA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE5460 ***********************************************************************
 AE5460  DESIGNATION -  ESC 4001
 AE5460  PID         -  AE5460
 AE5460  STATE/COUNTY-  AL/ESCAMBIA
 AE5460  USGS QUAD   -  WALNUT HILL (1984)
 AE5460
 AE5460                         *CURRENT SURVEY CONTROL
 AE5460  ___________________________________________________________________
 AE5460* NAD 83(1999)-  30 59 56.32933(N)    087 36 11.51337(W)     ADJUSTED  
 AE5460* NAVD 88     -        61.7    (meters)     202.     (feet)  GPS OBS   
 AE5460  ___________________________________________________________________
 AE5460  X           -     228,841.671 (meters)                     COMP
 AE5460  Y           -  -5,467,290.894 (meters)                     COMP
 AE5460  Z           -   3,265,813.844 (meters)                     COMP
 AE5460  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 AE5460  ELLIP HEIGHT-          33.45  (meters)          (05/31/01) GPS OBS
 AE5460  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 AE5460
 AE5460  HORZ ORDER  -  FIRST
 AE5460  ELLP ORDER  -  FOURTH    CLASS I
 AE5460
 AE5460.The horizontal coordinates were established by GPS observations
 AE5460.and adjusted by the National Geodetic Survey in May 2001..
 AE5460
 AE5460.The orthometric height was determined by GPS observations and a
 AE5460.high-resolution geoid model.
 AE5460
 AE5460.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5460
 AE5460.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5460
 AE5460.The ellipsoidal height was determined by GPS observations
 AE5460.and is referenced to NAD 83.
 AE5460
 AE5460.The geoid height was determined by GEOID03.
 AE5460
 AE5460;                    North         East     Units Scale Factor Converg.
 AE5460;SPC AL W     -   110,745.068   590,144.686   MT  0.99993453   -0 03 11.3
 AE5460;UTM  16      - 3,429,645.054   442,413.932   MT  0.99964090   -0 18 38.4
 AE5460
 AE5460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5460!SPC AL W     -   0.99999475  x   0.99993453  =   0.99992928
 AE5460!UTM  16      -   0.99999475  x   0.99964090  =   0.99963565
 AE5460
 AE5460:                Primary Azimuth Mark                     Grid Az
 AE5460:SPC AL W     -  ESC 4002                                 071 26 02.5
 AE5460:UTM  16      -  ESC 4002                                 071 41 29.6
 AE5460
 AE5460|---------------------------------------------------------------------|
 AE5460| PID    Reference Object                     Distance      Geod. Az  |
 AE5460|                                                           dddmmss.s |
 AE5460| AE5461 ESC 4002                            APPROX. 1.3 KM 0712251.2 |
 AE5460|---------------------------------------------------------------------|
 AE5460
 AE5460                          SUPERSEDED SURVEY CONTROL
 AE5460
 AE5460  NAD 83(1992)-  30 59 56.32871(N)    087 36 11.51178(W) AD(       ) 1
 AE5460  ELLIP H (01/21/98)   33.63   (m)                       GP(       ) 4 1
 AE5460
 AE5460.Superseded values are not recommended for survey control.
 AE5460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5460.See file dsdata.txt to determine how the superseded data were derived.
 AE5460
 AE5460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4241429645(NAD 83)
 AE5460_MARKER: DD = SURVEY DISK
 AE5460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5460_STAMPING: ESC-4001
 AE5460_MARK LOGO: ALHD  
 AE5460_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE5460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5460+STABILITY: SURFACE MOTION
 AE5460_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5460+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE5460
 AE5460  HISTORY     - Date     Condition        Report By
 AE5460  HISTORY     - 1997     MONUMENTED       BDE
 AE5460
 AE5460                          STATION DESCRIPTION
 AE5460
 AE5460'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 1997 (RGB)
 AE5460'THE STATION IS IN THE TOWN OF NOKOMIS, ALABAMA.  0.20 MI (0.32 KM)
 AE5460'WEST (SOUTHWEST) OF CENTER PERDIDO CREEK BRIDGE.  TO REACH STATION
 AE5460'FROM INTERSECTION OF ALABAMA STATE HWY 21 AND U.S.  HWY 31 IN ATMORE,
 AE5460'ALABAMA, TAKE U.S.  HWY 31 SOUTH (SOUTHWEST) FOR 6.90 MI (11.10 KM) TO
 AE5460'STATION ON THE LEFT.  THE STATION IS AN ESCAMBIA COUNTY SURVEY DEPT.
 AE5460'GEODETIC CONTROL POINT DISK STAMPED ---ESC-4001--- SET IN A 12-INCH
 AE5460'CONCRETE MONUMENT THAT IS 0.5 FT (15.2 CM) BELOW GROUND LEVEL.  IT IS
 AE5460'16.0 FT (4.9 M) SOUTH OF THE EDGE OF PAVEMENT OF U.S. HWY 31.  513 FT
 AE5460'(156.4 M) EAST OF AMMONS ROAD.  REFERENCES--  NAIL AND REF.  PT.  LB.
 AE5460'0340 CAP SET IN THE NORTHEAST SIDE OF A POWER POLE 3.0 FT (0.9 M)
 AE5460'ABOVE GROUND ON A MAGNETIC ASIMUTH OF 80 DEGREES AT 206.10 FT (62.82
 AE5460'M) .  NAIL AND REF.  PT.  LB.  0340 CAP SET IN THE NORTHEAST SIDE OF A
 AE5460'POWER POLE 4.0 FT (1.2 M) ABOVE GROUND ON A MAGNETIC AZIMUTH OF 228
 AE5460'DEGREES AT 94.28 FT (28.74 M) .  NAIL AND REF.  PT.  LB.  0340 CAP SET
 AE5460'IN THE NORTHEAST SIDE OF A POWER POLE 4.0 FT (1.2 M) ABOVE GROUND ON A
 AE5460'MAGNETIC AZIMUTH OF 310 DEGREES AT 132.53 FT (40.40 M) SPEED LIMIT
 AE5460'SIGN ON A MAGNETIC AZIMUTH OF 260 DEGREES AT 202.7 FT (61.8 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE5461 ***********************************************************************
 AE5461  DESIGNATION -  ESC 4002
 AE5461  PID         -  AE5461
 AE5461  STATE/COUNTY-  AL/ESCAMBIA
 AE5461  USGS QUAD   -  FREEMANVILLE (1983)
 AE5461
 AE5461                         *CURRENT SURVEY CONTROL
 AE5461  ___________________________________________________________________
 AE5461* NAD 83(1999)-  31 00 09.40047(N)    087 35 26.46546(W)     ADJUSTED  
 AE5461* NAVD 88     -        73.4    (meters)     241.     (feet)  GPS OBS   
 AE5461  ___________________________________________________________________
 AE5461  X           -     230,027.422 (meters)                     COMP
 AE5461  Y           -  -5,467,043.738 (meters)                     COMP
 AE5461  Z           -   3,266,164.976 (meters)                     COMP
 AE5461  LAPLACE CORR-           1.65  (seconds)                    DEFLEC99
 AE5461  ELLIP HEIGHT-          45.25  (meters)          (05/31/01) GPS OBS
 AE5461  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 AE5461
 AE5461  HORZ ORDER  -  FIRST
 AE5461  ELLP ORDER  -  FOURTH    CLASS I
 AE5461
 AE5461.The horizontal coordinates were established by GPS observations
 AE5461.and adjusted by the National Geodetic Survey in May 2001..
 AE5461
 AE5461.The orthometric height was determined by GPS observations and a
 AE5461.high-resolution geoid model.
 AE5461
 AE5461.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5461
 AE5461.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5461
 AE5461.The ellipsoidal height was determined by GPS observations
 AE5461.and is referenced to NAD 83.
 AE5461
 AE5461.The geoid height was determined by GEOID03.
 AE5461
 AE5461;                    North         East     Units Scale Factor Converg.
 AE5461;SPC AL W     -   111,146.553   591,340.022   MT  0.99993426   -0 02 48.2
 AE5461;UTM  16      - 3,430,041.046   443,610.708   MT  0.99963922   -0 18 15.3
 AE5461
 AE5461!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5461!SPC AL W     -   0.99999289  x   0.99993426  =   0.99992715
 AE5461!UTM  16      -   0.99999289  x   0.99963922  =   0.99963212
 AE5461
 AE5461:                Primary Azimuth Mark                     Grid Az
 AE5461:SPC AL W     -  ESC 4001                                 251 26 02.6
 AE5461:UTM  16      -  ESC 4001                                 251 41 29.7
 AE5461
 AE5461|---------------------------------------------------------------------|
 AE5461| PID    Reference Object                     Distance      Geod. Az  |
 AE5461|                                                           dddmmss.s |
 AE5461| AE5460 ESC 4001                            APPROX. 1.3 KM 2512314.4 |
 AE5461|---------------------------------------------------------------------|
 AE5461
 AE5461                          SUPERSEDED SURVEY CONTROL
 AE5461
 AE5461  NAD 83(1992)-  31 00 09.39989(N)    087 35 26.46395(W) AD(       ) 1
 AE5461  ELLIP H (01/21/98)   45.43   (m)                       GP(       ) 4 1
 AE5461
 AE5461.Superseded values are not recommended for survey control.
 AE5461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5461.See file dsdata.txt to determine how the superseded data were derived.
 AE5461
 AE5461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4361130041(NAD 83)
 AE5461_MARKER: DD = SURVEY DISK
 AE5461_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5461_STAMPING: ESC-4002
 AE5461_MARK LOGO: ALHD  
 AE5461_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE5461_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5461+STABILITY: SURFACE MOTION
 AE5461_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5461+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE5461
 AE5461  HISTORY     - Date     Condition        Report By
 AE5461  HISTORY     - 1997     MONUMENTED       BDE
 AE5461
 AE5461                          STATION DESCRIPTION
 AE5461
 AE5461'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 1997 (RGB)
 AE5461'THE STATION IS LOCATED IN THE TOWN OF NOKOMIS 0.55 MI (0.89 KM) EAST
 AE5461'OF PERDIDO CREEK BRIDGE IN ALABAMA.  TO REACH THE STATION FROM
 AE5461'INTERSECTION OF ALABAMA STATE HWY 21 AND U.S.  HWY 31 IN ATMORE
 AE5461'ALABAMA, TAKE U.S.  HWY 31 SOUTH (SOUTHWEST) FOR 6.10 MI (9.82 KM) TO
 AE5461'STATION ON THE RIGHT.  THE STATION IS AN ESCAMBIA COUNTY SURVEY DEPT.
 AE5461'GEODETIC CONTROL POINT DISK STAMPED ---ESC-4002--- SET IN A 12-INCH
 AE5461'CONCRETE MONUMENT THAT IS 0.5 FT (15.2 CM) BELOW GROUND LEVEL.  IT IS
 AE5461'26.0 FT (7.9 M) NORTH OF THE EDGE OF PAVEMENT OF U.S. HWY 31.  IT IS
 AE5461'444.0 FT (135.3 M) EAST OF A ROCK DRIVEWAY ADDRESS 1075.
 AE5461'REFERENCES---  NAIL AND REF.  PT.  LB.  0340 CAP SET IN THE NORTH SIDE
 AE5461'OF AN ANCHOR POLE 3.8 FT (1.2 M) ABOVE GROUND ON A MAGNETIC ASIMUTH OF
 AE5461'90 DEGREES AT 33.88 FT (10.33 M) .  NAIL AND REF.  PT.  LB.  0340 CAP
 AE5461'SET IN THE EAST SIDE OF A POWER POLE 2.7 FT (0.8 M) ABOVE GROUND ON A
 AE5461'MAGNETIC AZIMUTH OF 152 DEGREES AT 82.60 FT (25.18 M) .  NAIL AND REF.
 AE5461'PT. LB.  0340 CAP SET IN THE NORTHEAST SIDE OF A 18.0 IN TWIN OAK TREE
 AE5461'3.0 FT (0.9 M) ABOVE GROUND LEVEL ON A MAGNETIC AZIMUTH OF 276 DEGREES
 AE5461'AT 62.68 FT (19.10 M) .  GATE POST ON A MAGNETIC AZIMUTH OF 214
 AE5461'DEGREES AT 166.0 FT (50.6 M) ON THE EAST SIDE OF DRIVE. TELEPHONE
 AE5461'PEDESTAL NUMBER 72 ATTACHED TO WOOD POST ON A MAGNETIC AZIMUTH OF 254
 AE5461'DEGREES AT 167.6 FT (51.1 M) .  WOOD FENCE POST AT TEE INTERSECTION OF
 AE5461'FENCE ON A MAGNETIC AZIMUTH OF 40 DEGREES AT 36.5 FT (11.1 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE5468 ***********************************************************************
 AE5468  DESIGNATION -  ESC 4009
 AE5468  PID         -  AE5468
 AE5468  STATE/COUNTY-  AL/ESCAMBIA
 AE5468  USGS QUAD   -  POLLARD (1986)
 AE5468
 AE5468                         *CURRENT SURVEY CONTROL
 AE5468  ___________________________________________________________________
 AE5468* NAD 83(1999)-  31 00 06.10535(N)    087 13 48.88010(W)     ADJUSTED  
 AE5468* NAVD 88     -        35.9    (meters)     118.     (feet)  GPS OBS   
 AE5468  ___________________________________________________________________
 AE5468  X           -     264,416.099 (meters)                     COMP
 AE5468  Y           -  -5,465,508.889 (meters)                     COMP
 AE5468  Z           -   3,266,058.853 (meters)                     COMP
 AE5468  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 AE5468  ELLIP HEIGHT-           8.09  (meters)          (05/31/01) GPS OBS
 AE5468  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AE5468
 AE5468  HORZ ORDER  -  FIRST
 AE5468  ELLP ORDER  -  FOURTH    CLASS I
 AE5468
 AE5468.The horizontal coordinates were established by GPS observations
 AE5468.and adjusted by the National Geodetic Survey in May 2001..
 AE5468
 AE5468.The orthometric height was determined by GPS observations and a
 AE5468.high-resolution geoid model.
 AE5468
 AE5468.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5468
 AE5468.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5468
 AE5468.The ellipsoidal height was determined by GPS observations
 AE5468.and is referenced to NAD 83.
 AE5468
 AE5468.The geoid height was determined by GEOID03.
 AE5468
 AE5468;                    North         East     Units Scale Factor Converg.
 AE5468;SPC AL W     -   111,072.784   625,760.674   MT  0.99994152   +0 08 20.2
 AE5468;UTM  16      - 3,429,812.633   478,019.828   MT  0.99960596   -0 07 06.9
 AE5468
 AE5468!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5468!SPC AL W     -   0.99999873  x   0.99994152  =   0.99994025
 AE5468!UTM  16      -   0.99999873  x   0.99960596  =   0.99960469
 AE5468
 AE5468:                Primary Azimuth Mark                     Grid Az
 AE5468:SPC AL W     -  ESC 4010                                 065 51 10.0
 AE5468:UTM  16      -  ESC 4010                                 066 06 37.1
 AE5468
 AE5468|---------------------------------------------------------------------|
 AE5468| PID    Reference Object                     Distance      Geod. Az  |
 AE5468|                                                           dddmmss.s |
 AE5468| AE5469 ESC 4010                            APPROX. 0.8 KM 0655930.2 |
 AE5468|---------------------------------------------------------------------|
 AE5468
 AE5468                          SUPERSEDED SURVEY CONTROL
 AE5468
 AE5468  NAD 83(1992)-  31 00 06.10528(N)    087 13 48.87724(W) AD(       ) 1
 AE5468  ELLIP H (01/21/98)    8.31   (m)                       GP(       ) 4 1
 AE5468
 AE5468.Superseded values are not recommended for survey control.
 AE5468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5468.See file dsdata.txt to determine how the superseded data were derived.
 AE5468
 AE5468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7802029813(NAD 83)
 AE5468_MARKER: DD = SURVEY DISK
 AE5468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5468_STAMPING: ESC-4009
 AE5468_MARK LOGO: FL-113
 AE5468_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE5468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5468+STABILITY: SURFACE MOTION
 AE5468_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5468+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE5468
 AE5468  HISTORY     - Date     Condition        Report By
 AE5468  HISTORY     - 1997     MONUMENTED       BDE
 AE5468
 AE5468                          STATION DESCRIPTION
 AE5468
 AE5468'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 1997 (RGB)
 AE5468'THE STATION IS LOCATED IN THE TOWN OF FLOMATON, ALABAMA.  TO REACH
 AE5468'STATION FROM INTERSECTION OF U.S.  HWY 29 AND STATE ROAD 4 IN
 AE5468'FLOMATON, DRIVE EAST ON STATE ROAD 4 FOR 0.60 MI (0.97 KM) TO OLD
 AE5468'FLOMATON ROAD, TURN LEFT (NORTH) ON OLD FLOMATON ROAD FOR 0.10 MI
 AE5468'(0.16 KM) TO FANNIE ROAD, TURN RIGHT (NORTHEAST) ON FANNIE ROAD FOR
 AE5468'2.28 MI (3.67 KM) TO INTERSECTION OF OLD FANNIE ROAD, TURN LEFT (WEST)
 AE5468'224 FT (68.3 M) ON OLD FANNIE ROAD TO STATION ON THE RIGHT. THE
 AE5468'STATION IS AN ESCAMBIA COUNTY SURVEY DEPT.  GEODETIC CONTROL POINT
 AE5468'DISK STAMPED ---ESC-4009--- SET IN A 12-INCH CONCRETE MONUMENT THAT IS
 AE5468'0.5 FT (15.2 CM) BELOW GROUND LEVEL.  IT IS 224.0 FT (68.3 M)
 AE5468'SOUTHWEST FROM THE CENTERLINE OF FANNIE ROAD.  27.0 FT (8.2 M) NORTH
 AE5468'FROM THE CENTERLINE OF OLD FANNIE ROAD.  REFERENCES--  NAIL AND REF.
 AE5468'PT.  LB.  0340 CAP SET IN THE WEST SIDE OF A 36 IN PECAN TREE 2.0 FT
 AE5468'(0.6 M) ABOVE GROUND LEVEL ON A MAGNETIC AZIMUTH OF 342 DEGREES AT
 AE5468'194.94 FT (59.42 M) .  NAIL AND REF.  PT.  LB.  0340 CAP SET IN THE
 AE5468'NORTH SIDE OF A POWER POLE 2.0 FT (0.6 M) ABOVE GROUND LEVEL ON A
 AE5468'MAGNETIC AZIMUTH OF 60 DEGREES AT 111.86 FT (34.09 M) . NORTHEAST
 AE5468'CORNER OF A ONE STORY BRICK RESIDENCE ON A MAGNETIC AZIMUTH OF 168
 AE5468'DEGREES AT 206.15 FT (62.83 M) .  NAIL AND REF.  PT.  LB. 0340 CAP SET
 AE5468'IN THE NORTH SIDE OF A POWER POLE 2.0 FT (0.6 M) ABOVE GROUND LEVEL ON
 AE5468'A MAGNETIC AZIMUTH OF 244 DEGREES AT 240.97 FT (73.45 M) .  TELEPHONE
 AE5468'PEDESTAL NUMBER 20 ON A MAGNETIC AZIMUTH OF 124 DEGREES AT 54.1 FT
 AE5468'(16.5 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE5469 ***********************************************************************
 AE5469  DESIGNATION -  ESC 4010
 AE5469  PID         -  AE5469
 AE5469  STATE/COUNTY-  AL/ESCAMBIA
 AE5469  USGS QUAD   -  POLLARD (1986)
 AE5469
 AE5469                         *CURRENT SURVEY CONTROL
 AE5469  ___________________________________________________________________
 AE5469* NAD 83(1999)-  31 00 16.79072(N)    087 13 21.02647(W)     ADJUSTED  
 AE5469* NAVD 88     -        32.1    (meters)     105.     (feet)  GPS OBS   
 AE5469  ___________________________________________________________________
 AE5469  X           -     265,145.776 (meters)                     COMP
 AE5469  Y           -  -5,465,300.550 (meters)                     COMP
 AE5469  Z           -   3,266,338.946 (meters)                     COMP
 AE5469  LAPLACE CORR-           1.54  (seconds)                    DEFLEC99
 AE5469  ELLIP HEIGHT-           4.26  (meters)          (05/31/01) GPS OBS
 AE5469  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AE5469
 AE5469  HORZ ORDER  -  FIRST
 AE5469  ELLP ORDER  -  FOURTH    CLASS I
 AE5469
 AE5469.The horizontal coordinates were established by GPS observations
 AE5469.and adjusted by the National Geodetic Survey in May 2001..
 AE5469
 AE5469.The orthometric height was determined by GPS observations and a
 AE5469.high-resolution geoid model.
 AE5469
 AE5469.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5469
 AE5469.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5469
 AE5469.The ellipsoidal height was determined by GPS observations
 AE5469.and is referenced to NAD 83.
 AE5469
 AE5469.The geoid height was determined by GEOID03.
 AE5469
 AE5469;                    North         East     Units Scale Factor Converg.
 AE5469;SPC AL W     -   111,403.660   626,498.723   MT  0.99994199   +0 08 34.6
 AE5469;UTM  16      - 3,430,140.077   478,759.108   MT  0.99960557   -0 06 52.6
 AE5469
 AE5469!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5469!SPC AL W     -   0.99999933  x   0.99994199  =   0.99994132
 AE5469!UTM  16      -   0.99999933  x   0.99960557  =   0.99960490
 AE5469
 AE5469:                Primary Azimuth Mark                     Grid Az
 AE5469:SPC AL W     -  ESC 4009                                 245 51 09.9
 AE5469:UTM  16      -  ESC 4009                                 246 06 37.1
 AE5469
 AE5469|---------------------------------------------------------------------|
 AE5469| PID    Reference Object                     Distance      Geod. Az  |
 AE5469|                                                           dddmmss.s |
 AE5469| AE5468 ESC 4009                            APPROX. 0.8 KM 2455944.5 |
 AE5469|---------------------------------------------------------------------|
 AE5469
 AE5469                          SUPERSEDED SURVEY CONTROL
 AE5469
 AE5469  NAD 83(1992)-  31 00 16.79066(N)    087 13 21.02361(W) AD(       ) 1
 AE5469  ELLIP H (01/21/98)    4.48   (m)                       GP(       ) 4 1
 AE5469
 AE5469.Superseded values are not recommended for survey control.
 AE5469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5469.See file dsdata.txt to determine how the superseded data were derived.
 AE5469
 AE5469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7875930140(NAD 83)
 AE5469_MARKER: DD = SURVEY DISK
 AE5469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5469_STAMPING: ESC-4010
 AE5469_MARK LOGO: FL-113
 AE5469_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE5469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5469+STABILITY: SURFACE MOTION
 AE5469_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5469+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE5469
 AE5469  HISTORY     - Date     Condition        Report By
 AE5469  HISTORY     - 1997     MONUMENTED       BDE
 AE5469
 AE5469                          STATION DESCRIPTION
 AE5469
 AE5469'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 1997 (RGB)
 AE5469'THE STATION IS LOCATED IN THE TOWN OF FLOMATON, ALABAMA.  TO REACH
 AE5469'STATION FROM INTERSECTION OF U.S.  HWY 29 AND STATE ROAD 4 IN
 AE5469'FLOMATON, DRIVE EAST ON STATE ROAD 4 FOR 0.60 MI (0.97 KM) TO OLD
 AE5469'FLOMATON ROAD, TURN LEFT (NORTH) ON OLD FLOMATON ROAD FOR 0.10 MI
 AE5469'(0.16 KM) TO FANNIE ROAD, TURN RIGHT (NORTHEAST) ON FANNIE ROAD FOR
 AE5469'2.28 MI (3.67 KM) TO INTERSECTION OF OLD FANNIE ROAD, TURN RIGHT
 AE5469'(EAST) FROM CENTERLINE OF FANNIE ROAD FOR 0.45 MI (0.72 KM) TO STATION
 AE5469'ON SOUTH SIDE OF OLD FANNIE ROAD.  6 FT (1.8 M) NORTH OF A 4 FOOT (1.2
 AE5469'M) BARBED WIRE FENCE.  264 FT (80.5 M) WEST FROM CENTER OF WELKA ROAD.
 AE5469'THE STATION IS AN ESCAMBIA COUNTY SURVEY DEPT.  GEODETIC CONTROL POINT
 AE5469'DISK STAMPED ---ESC-4010--- SET IN A 12-INCH CONCRETE MONUMENT THAT IS
 AE5469'0.5 FT (15.2 CM) BELOW GROUND LEVEL.  IT IS 264.0 FT (80.5 M) WEST
 AE5469'FROM THE CENTERLINE OF WELKA ROAD.  REFERENCES--  NAIL AND REF.  PT.
 AE5469'LB.  0340 CAP SET IN THE SOUTHWEST SIDE OF A 24 IN CEDAR TREE 2.0 FT
 AE5469'(0.6 M) ABOVE GROUND LEVEL ON A MAGNETIC AZIMUTH OF 100 DEGREES AT
 AE5469'199.84 FT (60.91 M) .  NAIL AND REF.  PT.  LB. 0340 CAP SET IN THE
 AE5469'NORTH SIDE OF A POWER POLE 2.0 FT (0.6 M) ABOVE GROUND LEVEL ON A
 AE5469'MAGNETIC AZIMUTH OF 240 DEGREES AT 181.03 FT (55.18 M) .  RAILROAD
 AE5469'CROSSING ARM ON A MAGNETIC AZIMUTH OF 46 DEGREES AT 291.00 FT (88.70
 AE5469'M) .  NAIL AND REF.  PT.  LB.  0340 CAP SET IN THE WEST SIDE OF A
 AE5469'POWER POLE 2.0 FT (0.6 M) ABOVE GROUND LEVEL ON A MAGNETIC AZIMUTH OF
 AE5469'324 DEGREES AT 145.24 FT (44.27 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE5512 ***********************************************************************
 AE5512  DESIGNATION -  ESC 4053
 AE5512  PID         -  AE5512
 AE5512  STATE/COUNTY-  AL/BALDWIN
 AE5512  USGS QUAD   -  SEMINOLE (1987)
 AE5512
 AE5512                         *CURRENT SURVEY CONTROL
 AE5512  ___________________________________________________________________
 AE5512* NAD 83(1999)-  30 36 30.71194(N)    087 24 37.03443(W)     ADJUSTED  
 AE5512* NAVD 88     -        16.8    (meters)      55.     (feet)  GPS OBS   
 AE5512  ___________________________________________________________________
 AE5512  X           -     248,248.202 (meters)                     COMP
 AE5512  Y           -  -5,488,596.134 (meters)                     COMP
 AE5512  Z           -   3,228,610.219 (meters)                     COMP
 AE5512  LAPLACE CORR-           1.48  (seconds)                    DEFLEC99
 AE5512  ELLIP HEIGHT-         -11.04  (meters)          (05/31/01) GPS OBS
 AE5512  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 AE5512
 AE5512  HORZ ORDER  -  FIRST
 AE5512  ELLP ORDER  -  FOURTH    CLASS I
 AE5512
 AE5512.The horizontal coordinates were established by GPS observations
 AE5512.and adjusted by the National Geodetic Survey in May 2001..
 AE5512
 AE5512.The orthometric height was determined by GPS observations and a
 AE5512.high-resolution geoid model.
 AE5512
 AE5512.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 AE5512
 AE5512.The Laplace correction was computed from DEFLEC99 derived deflections.
 AE5512
 AE5512.The ellipsoidal height was determined by GPS observations
 AE5512.and is referenced to NAD 83.
 AE5512
 AE5512.The geoid height was determined by GEOID03.
 AE5512
 AE5512;                    North         East     Units Scale Factor Converg.
 AE5512;SPC AL W     -    67,459.223   608,602.170   MT  0.99993425   +0 02 44.4
 AE5512;UTM  16      - 3,386,290.357   460,672.229   MT  0.99961908   -0 12 32.1
 AE5512
 AE5512!             -  Elev Factor  x  Scale Factor =   Combined Factor
 AE5512!SPC AL W     -   1.00000173  x   0.99993425  =   0.99993598
 AE5512!UTM  16      -   1.00000173  x   0.99961908  =   0.99962081
 AE5512
 AE5512:                Primary Azimuth Mark                     Grid Az
 AE5512:SPC AL W     -  ESC 4054                                 130 44 15.8
 AE5512:UTM  16      -  ESC 4054                                 130 59 32.3
 AE5512
 AE5512|---------------------------------------------------------------------|
 AE5512| PID    Reference Object                     Distance      Geod. Az  |
 AE5512|                                                           dddmmss.s |
 AE5512| AE5513 ESC 4054                            APPROX. 1.2 KM 1304700.2 |
 AE5512|---------------------------------------------------------------------|
 AE5512
 AE5512                          SUPERSEDED SURVEY CONTROL
 AE5512
 AE5512  NAD 83(1992)-  30 36 30.71172(N)    087 24 37.03279(W) AD(       ) 1
 AE5512  ELLIP H (01/21/98)  -10.89   (m)                       GP(       ) 4 1
 AE5512
 AE5512.Superseded values are not recommended for survey control.
 AE5512.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AE5512.See file dsdata.txt to determine how the superseded data were derived.
 AE5512
 AE5512_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU6067286290(NAD 83)
 AE5512_MARKER: DD = SURVEY DISK
 AE5512_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AE5512_STAMPING: ESC-4053
 AE5512_MARK LOGO: FL-113
 AE5512_MAGNETIC: A = STEEL ROD ADJACENT TO MONUMENT
 AE5512_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AE5512+STABILITY: SURFACE MOTION
 AE5512_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE5512+SATELLITE: SATELLITE OBSERVATIONS - 1997
 AE5512
 AE5512  HISTORY     - Date     Condition        Report By
 AE5512  HISTORY     - 1997     MONUMENTED       BDE
 AE5512
 AE5512                          STATION DESCRIPTION
 AE5512
 AE5512'DESCRIBED BY BASKERVILLE DONOVAN INCORPORATED 1997 (RGB)
 AE5512'THE STATION IS LOCATED IN ALABAMA.  1.8 MI (2.9 KM) WEST OF MUSCOGEE,
 AE5512'5.3 MI (8.5 KM) WEST OF CANTONMENT.  TO REACH STATION FROM THE
 AE5512'INTERSECTION OF U.S.  HIGHWAY 29 AND U.S.  ALT 90, DRIVE NORTH ON U.S.
 AE5512'HIGHWAY 29 FOR 6.05 MI (9.74 KM) TO THE INTERSECTION OF U.S. HIGHWAY
 AE5512'29 AND COUNTY ROAD 184, TURN LEFT (WEST) ON COUNTY ROAD 184 AND DRIVE
 AE5512'2.65 MI (4.26 KM) TO A WYE INTERSECTION WITH COUNTY ROAD 184 AND
 AE5512'COUNTY ROAD 97, CONTINUE WEST ON COUNTY ROAD 184 FOR 2.84 MI (4.57 KM)
 AE5512'TO THE CENTER OF PERDIDO RIVER AND THE ALABAMA FLORIDA STATE LINE,
 AE5512'CONTINUE WEST ON ALABAMA STATE ROAD 112 FOR 0.54 TO STATION ON LEFT.
 AE5512'THE STATION IS AN ESCAMBIA COUNTY SURVEY DEPT. GEODETIC CONTROL POINT
 AE5512'DISK STAMPED ---ESC-4053--- SET IN A 12-INCH CONCRETE MONUMENT THAT IS
 AE5512'0.5 FT (15.2 CM) BELOW GROUND LEVEL.  20 FT (6.1 M) SOUTH FROM
 AE5512'CENTERLINE OF STATE ROAD 112.  REFERENCES--  NAIL AND REF.  PT.  LB.
 AE5512'0340 CAP SET IN THE SOUTHEAST SIDE OF A TELEPHONE POLE 3.0 FT (0.9 M)
 AE5512'ABOVE GROUND LEVEL ON A MAGNETIC AZIMUTH OF 95 DEGREES AT 154.47 FT
 AE5512'(47.08 M) .  NAIL AND REF.  PT. LB.  0340 CAP SET IN THE NORTH SIDE OF
 AE5512'A POWER POLE 2.0 FT (0.6 M) ABOVE GROUND LEVEL ON A MAGNETIC AZIMUTH
 AE5512'OF 180 DEGREES AT 35.56 FT (10.84 M) .  NAIL AND REF.  PT.  LB.  0340
 AE5512'CAP SET IN THE SOUTHEAST SIDE OF A TELEPHONE POLE 3.0 FT (0.9 M) ABOVE
 AE5512'GROUND LEVEL ON A MAGNETIC AZIMUTH OF 335 DEGREES AT 157.13 FT (47.89
 AE5512'M) .  UNDERGROUND TELEPHONE MARKER ON A MAGNETIC AZIMUTH OF 65 DEGREES
 AE5512'AT 68.0 FT (20.7 M) .
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1364 ***********************************************************************
 DG1364  DESIGNATION -  ESOM
 DG1364  PID         -  DG1364
 DG1364  STATE/COUNTY-  AL/CLEBURNE
 DG1364  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG1364
 DG1364                         *CURRENT SURVEY CONTROL
 DG1364  ___________________________________________________________________
 DG1364* NAD 83(1992)-  33 57 30.15066(N)    085 23 51.87416(W)     ADJUSTED  
 DG1364* NAVD 88     -       282.684  (meters)     927.44   (feet)  ADJUSTED  
 DG1364  ___________________________________________________________________
 DG1364  X           -     424,945.432 (meters)                     COMP
 DG1364  Y           -  -5,278,973.447 (meters)                     COMP
 DG1364  Z           -   3,542,759.702 (meters)                     COMP
 DG1364  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DG1364  ELLIP HEIGHT-         253.91  (meters)          (07/29/02) GPS OBS
 DG1364  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG1364  DYNAMIC HT  -         282.384 (meters)     926.45  (feet)  COMP
 DG1364  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DG1364
 DG1364  HORZ ORDER  -  FIRST
 DG1364  VERT ORDER  -  FIRST     CLASS II
 DG1364  ELLP ORDER  -  FOURTH    CLASS I
 DG1364
 DG1364.The horizontal coordinates were established by GPS observations
 DG1364.and adjusted by the National Geodetic Survey in September 1997..
 DG1364
 DG1364.The orthometric height was determined by differential leveling
 DG1364.and adjusted by the National Geodetic Survey in June 1991..
 DG1364
 DG1364.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 DG1364
 DG1364.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG1364
 DG1364.The ellipsoidal height was determined by GPS observations
 DG1364.and is referenced to NAD 83.
 DG1364
 DG1364.The geoid height was determined by GEOID03.
 DG1364
 DG1364.The dynamic height is computed by dividing the NAVD 88
 DG1364.geopotential number by the normal gravity value computed on the
 DG1364.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1364.degrees latitude (g = 980.6199 gals.).
 DG1364
 DG1364.The modeled gravity was interpolated from observed gravity values.
 DG1364
 DG1364;                    North         East     Units Scale Factor Converg.
 DG1364;SPC AL E     -   383,572.748   240,260.091   MT  0.99997997   +0 14 36.0
 DG1364;SPC GA W     -   439,569.904   586,219.908   MT  1.00005954   -0 41 15.9
 DG1364;SPC GA W     - 1,442,155.59  1,923,289.81   sFT  1.00005954   -0 41 15.9
 DG1364;UTM  16      - 3,758,697.183   648,044.424   MT  0.99987018   +0 53 42.6
 DG1364
 DG1364!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG1364!SPC AL E     -   0.99996014  x   0.99997997  =   0.99994011
 DG1364!SPC GA W     -   0.99996014  x   1.00005954  =   1.00001968
 DG1364!UTM  16      -   0.99996014  x   0.99987018  =   0.99983033
 DG1364
 DG1364:                Primary Azimuth Mark                     Grid Az
 DG1364:SPC AL E     -  ESOM AZ MK                               131 39 27.6
 DG1364:SPC GA W     -  ESOM AZ MK                               132 35 19.5
 DG1364:UTM  16      -  ESOM AZ MK                               131 00 21.0
 DG1364
 DG1364|---------------------------------------------------------------------|
 DG1364| PID    Reference Object                     Distance      Geod. Az  |
 DG1364|                                                           dddmmss.s |
 DG1364| DG1363 ESOM AZ MK                                         1315403.6 |
 DG1364| DG1365 ESOM RM 1                            33.181 METERS 16903     |
 DG1364| DG1366 ESOM RM 2                            31.778 METERS 28830     |
 DG1364|---------------------------------------------------------------------|
 DG1364
 DG1364                          SUPERSEDED SURVEY CONTROL
 DG1364
 DG1364  NAD 83(1992)-  33 57 30.15063(N)    085 23 51.87553(W) AD(       ) 1
 DG1364  ELLIP H (12/04/92)  253.98   (m)                       GP(       ) 4 1
 DG1364  NAD 83(1986)-  33 57 30.15359(N)    085 23 51.87009(W) AD(       ) 1
 DG1364  NAD 27      -  33 57 29.79000(N)    085 23 52.03200(W) AD(       ) 1
 DG1364  NGVD 29 (??/??/92)  282.61   (m)          927.2    (f) COMPUTED    1 2
 DG1364
 DG1364.Superseded values are not recommended for survey control.
 DG1364.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1364.See file dsdata.txt to determine how the superseded data were derived.
 DG1364
 DG1364_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4804458697(NAD 83)
 DG1364_MARKER: DS = TRIANGULATION STATION DISK
 DG1364_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1364_SP_SET: SQUARE CONCRETE MONUMENT
 DG1364_STAMPING: ESOM 1941 927.186
 DG1364_MARK LOGO: CGS   
 DG1364_MAGNETIC: N = NO MAGNETIC MATERIAL
 DG1364_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1364+STABILITY: SURFACE MOTION
 DG1364_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DG1364+SATELLITE: SATELLITE OBSERVATIONS - May 02, 1990
 DG1364
 DG1364  HISTORY     - Date     Condition        Report By
 DG1364  HISTORY     - 1941     MONUMENTED       CGS
 DG1364  HISTORY     - 1953     GOOD             CGS
 DG1364  HISTORY     - 1972     GOOD             NGS
 DG1364  HISTORY     - 1972     GOOD             NGS
 DG1364  HISTORY     - 1972     GOOD             NGS
 DG1364  HISTORY     - 1987     GOOD             NGS
 DG1364  HISTORY     - 19870616 GOOD             NGS
 DG1364  HISTORY     - 19900502 GOOD             ALHD
 DG1364
 DG1364                          STATION DESCRIPTION
 DG1364
 DG1364'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG1364'THE STATION IS AT THE ALABAMA-GEORGIA STATE LINE ON THE PROPERTY OF
 DG1364'MR. R.O. CANTRELL.  IT IS 0.6 MILE NW OF THE ESOM RAILROAD DEPOT,
 DG1364'70 FEET N OF THE CENTER OF STATE HIGHWAY 74, 108 FEET N OF THE
 DG1364'ALABAMA-GEORGIA STATE LINE MONUMENT.  THE MARK PROJECTS ABOUT 6
 DG1364'INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS STAMPED ESOM
 DG1364'1941.
 DG1364'
 DG1364'SURFACE, UNDERGROUND, REFERENCE MARK NO. 2 AND AZIMUTH MARKS
 DG1364'ARE STANDARD BRONZE DISKS SET IN CONCRETE.
 DG1364'
 DG1364'REFERENCE MARK NO. 1 IS S OF THE STATION.  IT IS A STANDARD
 DG1364'BRONZE DISK SET IN THE W CORNER OF THE STATE LINE MONUMENT.  THE
 DG1364'DISK IS STAMPED ESOM NO. 1 1941.
 DG1364'
 DG1364'REFERENCE MARK NO. 2 IS W OF THE STATION, 63 FEET N OF STATE
 DG1364'HIGHWAY 74.  THE MARK PROJECTS 6 INCHES ABOVE THE SURFACE OF THE
 DG1364'GROUND.  THE DISK IS STAMPED ESOM 1941.
 DG1364'
 DG1364'THE AZIMUTH MARK IS 0.6 MILE SE OF THE STATION ON THE PROPERTY
 DG1364'OF THE RAILROAD.  IT IS 76 FEET NE OF THE SE CORNER OF THE DEPOT
 DG1364'AND 39 FEET SE OF THE MAIN LINE RAILROAD TRACKS.  THE MARK
 DG1364'PROJECTS 6 INCHES ABOVE THE SURFACE OF THE GROUND.  THE DISK IS
 DG1364'STAMPED ESOM 1941.
 DG1364'
 DG1364'P.O.T. 719 PLUS 4 IS A RIGHT-OF-WAY MARKER OF THE ALABAMA STATE
 DG1364'HIGHWAY DEPARTMENT.  IT IS A 5- BY 5-INCH CONCRETE POST THAT
 DG1364'PROJECTS 7 INCHES ABOVE THE SURFACE OF THE GROUND.  THERE IS A
 DG1364'PUNCH MARK IN THE CENTER OF THE IRON BOLT THAT IS IN THE TOP OF
 DG1364'THE POST.  THE POST IS S OF THE STATION.
 DG1364'
 DG1364'THE RAILROAD SEMAPHORE IS DIRECTLY IN FRONT OF THE ESOM RAILROAD
 DG1364'DEPOT.
 DG1364'
 DG1364'TO REACH THE STATION FROM THE ESOM RAILROAD DEPOT GO N ON THE
 DG1364'GRADED DIRT ROAD FOR 0.2 MILE TO STATE HIGHWAY 74, TURN LEFT ON
 DG1364'STATE HIGHWAY 74 AND GO 0.6 MILE TO THE STATE MONUMENT ON THE LEFT
 DG1364'SIDE OF THE ROAD AND THE STATION ON THE RIGHT.
 DG1364'
 DG1364'STATIONS TREAT AND WARNER ARE VISIBLE FROM THE GROUND.  STATION
 DG1364'INDIAN COULD BE SEEN FROM A 103-FOOT TOWER AT THIS END.
 DG1364'
 DG1364'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DG1364
 DG1364                          STATION RECOVERY (1953)
 DG1364
 DG1364'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1953 (RCB)
 DG1364'THE ORIGINAL DESCRIPTION IS ADEQUATE.  IN ADDITION IS THE FOLLOWING
 DG1364'NOTES ON THE AZIMUTH MARK.
 DG1364'
 DG1364'THE STATION IS IN CLEBURNE CO. ALA. NOT CHEROKEE.
 DG1364'
 DG1364'THE AZIMUTH MARK IS LOCATED 0.8 MILE SOUTHEAST OF THE STATION AT
 DG1364'ESOM SIDING.  IT IS 26.2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 DG1364'LINE OF THE SEABOARD AIRLINE RAILROAD, 17 FEET NORTH OF THE NORTH
 DG1364'RAIL OF A SIDE TRACK, 4.5 FEET EAST OF THE SECOND TELEGRAPH POLE
 DG1364'WEST OF A ROAD CROSSING, 48 FEET NORTH OF THE NORTHEAST CORNER
 DG1364'OF A CEMENT HOUSE AND 6 FEET EAST OF THE PROJECTED LINE OF THE
 DG1364'EAST WALL OF THE CEMENT HOUSE.  IT IS A STANDARD DISK, STAMPED
 DG1364'ESOM 1941 908.161, FLUSH WITH THE SURFACE OF THE GROUND AND
 DG1364'ABOUT LEVEL WITH THE TRACKS.
 DG1364'
 DG1364'AN ELEVATION IS STAMPED ON ALL THE MARKS SINCE THEY HAVE BEEN USED
 DG1364'AS BENCH MARKS.
 DG1364
 DG1364                          STATION RECOVERY (1972)
 DG1364
 DG1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (JCL)
 DG1364'THE STATION MARK AND REFERENCE MARKS NO. 1 AND NO. 2 WERE
 DG1364'RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE AZIMUTH MARK WAS
 DG1364'SEARCHED FOR BUT COULD NOT BE FOUND AT THIS DATE.
 DG1364'
 DG1364'THE PREVIOUS DESCRIPTION BY G.W.L. IS ADEQUATE AND COMPLETE FOR
 DG1364'RECOVERY.
 DG1364
 DG1364                          STATION RECOVERY (1972)
 DG1364
 DG1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972 (RAP)
 DG1364'STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DG1364'CONDITION, DUE TO CHANGES IN THE AREA A NEW DESCRIPTION FOLLOWS.
 DG1364'
 DG1364'STATION IS LOCATED ON THE GEORGIA, ALABAMA STATE LINE, 67 FEET
 DG1364'NORTHWEST OF THE NORTH LEG OF THE ALABAMA STATE LINE SIGN, 70
 DG1364'FEET NORTH OF U.S. HIGHWAY 278 AND 1 FOOT SOUTH OF METAL WITNESS
 DG1364'POST AND SIGN, STAMPED ESOM 1941, 927.186 THE LATTER IS ELEVATION.
 DG1364'
 DG1364'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG1364'8 MILES WEST OF CEDARTOWN, GEORGIA.
 DG1364
 DG1364                          STATION RECOVERY (1972)
 DG1364
 DG1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 DG1364'0.9 MI NW FROM ESOM GEORGIA.
 DG1364'ABOUT 0.25 MILE NORTH ALONG A PAVED ROAD FROM A CROSSING OF THE
 DG1364'PAVED ROAD AND THE SEABOARD COAST LINE RAILROAD AT THE OLD
 DG1364'COMMUNITY OF ESOM, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAY 278
 DG1364'AND STATE HIGHWAY 6 TO THE GEORGIA-ALABAMA STATE LINE, 107.6
 DG1364'FEET NORTH-NORTHWEST AND ACROSS THE HIGHWAY FROM THE GEORGIA-ALABAMA
 DG1364'STATE LINE GRANITE MARKER POST, 69 FEET NORTH OF THE CENTER LINE
 DG1364'OF THE HIGHWAY, 57 1/2 FEET NORTH-NORTHWEST OF THE NORTH END OF
 DG1364'A CULVERT UNDER THE HIGHWAY, 104.1 FEET EAST OF ESOM RM 2, 108.8
 DG1364'FEET NORTH-NORTHWEST OF ESOM RM 1, 1.5 FEET SOUTH-SOUTHWEST OF A
 DG1364'METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND SET IN THE
 DG1364'TOP OF A CONCRETE POST THAT PROJECTS 2 INCHES.
 DG1364
 DG1364                          STATION RECOVERY (1987)
 DG1364
 DG1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987 (AJL)
 DG1364'THE STATION WAS RECOVERED AT THIS DATE.
 DG1364'OTHER MARKS NOT SEARCHED FOR.
 DG1364'
 DG1364'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTHWEST OF OF
 DG1364'CEDARTOWN, GA, ALONG U.S. HIGHWAY 278, AT THE ALABAMA-GEORGIA STATE
 DG1364'LINE, APPARENTLY ABOUT 10 METERS WEST OF THE LINE, AT THE SOUTHEAST
 DG1364'CORNER OF A GRAVEL PARKING AREA FOR A FIREWORKS STAND.
 DG1364'OWNERSHIP--UNKNOWN.
 DG1364'
 DG1364'THE STATION IS A STANDARD CGS DISK
 DG1364'STAMPED---ESOM 1941 927.186---,
 DG1364'SET INTO THE TOP OF A SQUARE CONCRETE MONUMENT
 DG1364'25 CM ON SIDE FLUSH WITH GROUND.  LOCATED
 DG1364'21.1 METERS (69.2 FT) NORTH FROM THE HIGHWAY CENTER,
 DG1364'6.5 METERS (21.3 FT) NORTHEAST FROM A UTILITY POLE 58,
 DG1364'2.3 METERS (7.5 FT) NORTH FROM A 30-CM STEEL PIPE PROJECTING 1
 DG1364'METER (EAST ONE OF FOUR),
 DG1364'12.2 METERS (40.0 FT) WEST-SOUTHWEST FROM A SHORT UTILITY POLE WITH
 DG1364'METER BOX IN A FIELD,
 DG1364'19.8 METERS (65.0 FT) EAST-NORTHEAST FROM A 30-CM PIPE GATE POST,
 DG1364'AND
 DG1364'0.5 METERS (1.6 FT) SOUTH FROM A METAL WITNESS POST.
 DG1364'
 DG1364'DESCRIBED BY G.R. HEID, TYPED BY R.L. ZURFLUH.
 DG1364
 DG1364                          STATION RECOVERY (1987)
 DG1364
 DG1364'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DG1364'THE STATION IS LOCATED ABOUT 14.5 KM (9 MI) SOUTHWEST OF CEDARTOWN,
 DG1364'GA, ALONG US HIGHWAY 278 AT THE ALABAMA-GEORGIA STATE LINE, ABOUT 10
 DG1364'METERS WEST OF THE STATE LINE, AND AT THE SOUTHEAST CORNER OF A
 DG1364'GRAVEL PARKING AREA FOR A FIREWORKS STAND. OWNERSHIP IS UNKNOWN.
 DG1364'THE STATION MARK IS LOCATED 21.1 METERS (69.2 FT) NORTH OF THE
 DG1364'CENTER OF THE HIGHWAY, 19.8 METERS (64.9 FT) EAST NORTHEAST OF A
 DG1364'PIPE GATE POST, 12.2 METERS (40 FT) WEST-SOUTHWEST OF A SHORT UTILITY
 DG1364'POLE WITH METER BOX IN A FIELD, 6.5 METERS (21.3 FT) NORTHEAST FROM
 DG1364'AN UTILITY POLE, 2.3 METERS (7.5 FT) NORTH FROM A 30-CM STEEL PIPE
 DG1364'PROJECTING 1 METER (EAST ONE OF FOUR), AND 0.5 METER (1.6 FT)
 DG1364'SOUTH FROM A METAL WITNESS POST.
 DG1364'DESCRIBED BY GRH, TYPED BY CFS
 DG1364
 DG1364                          STATION RECOVERY (1990)
 DG1364
 DG1364'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DG1364'THE STATION IS LOCATED IN CLEBURNE COUNTY ON THE NORTH RIGHT OF WAY OF
 DG1364'U. S. 278, ABOUT 25.27 KM (15.70 MI) NORTH - NORTHEAST OF FRUITHURST
 DG1364'AND 20.28 KM (12.60 MI) EAST - NORTHEAST OF PIEDMONT.
 DG1364'THE STATION IS ON THE NORTH RIGHT OF WAY OF U. S. 278, MILE POST
 DG1364'151.45, AT THE ALABAMA - GEORGIA STATE LINE.
 DG1364'THE STATION IS LOCATED IN THE SOUTHEAST CORNER OF A GRAVEL PARKING LOT
 DG1364'FOR FIREWORKS CITY FIRE WORKS STAND AT THE ALABAMA - GEORGIA STATE
 DG1364'LINE, 2.23 M (7.32 FT) NORTH - NORTHEAST OF A THREE FOOT TALL THREE
 DG1364'INCH YELLOW STEEL POST, 6.46 M (21.19 FT) NORTHEAST OF A TELEPHONE
 DG1364'CABLE POLE, 6.64 M (21.78 FT) SOUTH - SOUTHEAST OF A THREE INCH STEEL
 DG1364'SERVICE POWER POLE, 11.95 M (39.21 FT) WEST OF A SERVICE POWER POLE
 DG1364'WITH AN ELECTRIC METER, 18.50 M (60.70 FT) NORTH - NORTHWEST OF THE
 DG1364'NORTH END OF A 24 INCH CONCRETE PIPE UNDER U. S. 278, 21.15 M
 DG1364'(69.39 FT) NORTH - NORTHEAST OF THE CENTERLINE OF U. S. 278, 0.30 M
 DG1364'(0.98 FT) WEST - NORTHWEST OF A CARSONITE WITNESS POST, AND SET FLUSH
 DG1364'WITH THE GROUND.
 DG1364'ESOM AZIMUTH 1941 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1363 ***********************************************************************
 DG1363  DESIGNATION -  ESOM AZ MK
 DG1363  PID         -  DG1363
 DG1363  STATE/COUNTY-  AL/CLEBURNE
 DG1363  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG1363
 DG1363                         *CURRENT SURVEY CONTROL
 DG1363  ___________________________________________________________________
 DG1363* NAD 83(1986)-  33 57 06.     (N)    085 23 23.     (W)     SCALED    
 DG1363* NAVD 88     -       276.885  (meters)     908.41   (feet)  ADJUSTED  
 DG1363  ___________________________________________________________________
 DG1363  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG1363  DYNAMIC HT  -         276.591 (meters)     907.45  (feet)  COMP
 DG1363  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DG1363
 DG1363  VERT ORDER  -  FIRST     CLASS II
 DG1363
 DG1363.The horizontal coordinates were scaled from a topographic map and have
 DG1363.an estimated accuracy of +/- 6 seconds.
 DG1363
 DG1363.The orthometric height was determined by differential leveling
 DG1363.and adjusted by the National Geodetic Survey in June 1991..
 DG1363
 DG1363.The geoid height was determined by GEOID03.
 DG1363
 DG1363.The dynamic height is computed by dividing the NAVD 88
 DG1363.geopotential number by the normal gravity value computed on the
 DG1363.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1363.degrees latitude (g = 980.6199 gals.).
 DG1363
 DG1363.The modeled gravity was interpolated from observed gravity values.
 DG1363
 DG1363;                    North         East    Units  Estimated Accuracy
 DG1363;SPC AL E     -   382,830.      241,010.      MT  (+/- 180 meters Scaled)
 DG1363
 DG1363                          SUPERSEDED SURVEY CONTROL
 DG1363
 DG1363  NGVD 29 (??/??/92)  276.81   (m)          908.2    (f) COMPUTED    1 2
 DG1363
 DG1363.Superseded values are not recommended for survey control.
 DG1363.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1363.See file dsdata.txt to determine how the superseded data were derived.
 DG1363
 DG1363_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC487579(NAD 83)
 DG1363_MARKER: DZ = AZIMUTH MARK DISK
 DG1363_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1363_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1363_STAMPING: ESOM 1941 908.161
 DG1363_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1363+STABILITY: SURFACE MOTION
 DG1363
 DG1363  HISTORY     - Date     Condition        Report By
 DG1363  HISTORY     - 1941     MONUMENTED       CGS
 DG1363  HISTORY     - 1972     GOOD             NGS
 DG1363
 DG1363                          STATION DESCRIPTION
 DG1363
 DG1363'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DG1363'AT ESOM.
 DG1363'AT THE OLD COMMUNITY OF ESOM, ALONG THE SEABOARD COAST LINE
 DG1363'RAILROAD, 210 FEET SOUTHWEST OF THE CENTER OF A CROSSING OF THE MAIN
 DG1363'TRACK OF THE RAILROAD AND A PAVED ROAD, 0.3 MILE EAST OF MILEPOST
 DG1363'641, 26 FEET SOUTH-SOUTHEAST OF THE SOUTH-SOUTHEAST RAIL OF THE
 DG1363'MAIN TRACK, 55.2 FEET EAST-SOUTHEAST OF THE NORTHWEST CORNER OF
 DG1363'AN OLD CONCRETE BUILDING WHICH IS NOW A CHICKEN HOUSE, 4.6 FEET
 DG1363'WEST-SOUTHWEST OF THE EXTENDED PLANE OF THE EAST-NORTHEAST WALL OF
 DG1363'THE OLD CONCRETE BUILDING, 6.8 FEET EAST-NORTHEAST OF A TELEPHONE
 DG1363'POLE, 1.0 FOOT NORTH-NORTHWEST OF A METAL WITNESS POST, ABOUT 1
 DG1363'FOOT BELOW THE LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE
 DG1363'POST THAT PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1365 ***********************************************************************
 DG1365  DESIGNATION -  ESOM RM 1
 DG1365  PID         -  DG1365
 DG1365  STATE/COUNTY-  AL/CLEBURNE
 DG1365  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG1365
 DG1365                         *CURRENT SURVEY CONTROL
 DG1365  ___________________________________________________________________
 DG1365* NAD 83(1986)-  33 57 06.     (N)    085 23 23.     (W)     SCALED    
 DG1365* NAVD 88     -       282.178  (meters)     925.78   (feet)  ADJUSTED  
 DG1365  ___________________________________________________________________
 DG1365  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG1365  DYNAMIC HT  -         281.878 (meters)     924.79  (feet)  COMP
 DG1365  MODELED GRAV-     979,565.3   (mgal)                       NAVD 88
 DG1365
 DG1365  VERT ORDER  -  FIRST     CLASS II
 DG1365
 DG1365.The horizontal coordinates were scaled from a topographic map and have
 DG1365.an estimated accuracy of +/- 6 seconds.
 DG1365
 DG1365.The orthometric height was determined by differential leveling
 DG1365.and adjusted by the National Geodetic Survey in June 1991..
 DG1365
 DG1365.The geoid height was determined by GEOID03.
 DG1365
 DG1365.The dynamic height is computed by dividing the NAVD 88
 DG1365.geopotential number by the normal gravity value computed on the
 DG1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1365.degrees latitude (g = 980.6199 gals.).
 DG1365
 DG1365.The modeled gravity was interpolated from observed gravity values.
 DG1365
 DG1365;                    North         East    Units  Estimated Accuracy
 DG1365;SPC AL E     -   382,830.      241,010.      MT  (+/- 180 meters Scaled)
 DG1365
 DG1365                          SUPERSEDED SURVEY CONTROL
 DG1365
 DG1365  NGVD 29 (??/??/92)  282.100  (m)          925.52   (f) ADJ UNCH    1 2
 DG1365
 DG1365.Superseded values are not recommended for survey control.
 DG1365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1365.See file dsdata.txt to determine how the superseded data were derived.
 DG1365
 DG1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC487579(NAD 83)
 DG1365_MARKER: DR = REFERENCE MARK DISK
 DG1365_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1365_SP_SET: CULVERT
 DG1365_STAMPING: ESOM NO 1 1941 925.523
 DG1365_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1365
 DG1365  HISTORY     - Date     Condition        Report By
 DG1365  HISTORY     - 1941     MONUMENTED       CGS
 DG1365  HISTORY     - 1972     GOOD             NGS
 DG1365
 DG1365                          STATION DESCRIPTION
 DG1365
 DG1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DG1365'0.8 MI NW FROM ESOM.
 DG1365'ABOUT 0.25 MILE NORTH ALONG A PAVED ROAD FROM A CROSSING OF THE
 DG1365'PAVED ROAD AND THE SEABOARD COAST LINE RAILROAD AT THE OLD
 DG1365'COMMUNITY OF ESOM, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAY 278
 DG1365'AND STATE HIGHWAY 6 TO THE GEORGIA-ALABAMA STATE LINE, 23 FEET
 DG1365'SOUTH OF THE CENTER LINE OF THE HIGHWAY, SET IN THE TOP OF THE
 DG1365'SOUTHWEST CORNER OF THE CONCRETE BASE FOR THE GRANITE
 DG1365'GEORGIA-ALABAMA STATE LINE MARKER POST, 108.8 FEET SOUTH-SOUTHEAST
 DG1365'OF ESOM 1941, 183.7 FEET SOUTHEAST AND ACROSS THE HIGHWAY FROM
 DG1365'ESOM RM 2, 26 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DG1365'CONCRETE HEADWALL FOR A CULVERT, ABOUT 1 1/2 FEET BELOW THE LEVEL
 DG1365'OF THE HIGHWAY, AND 1 FOOT ABOVE THE GROUND.  NOTE-- THE CONCRETE
 DG1365'BASE IS CHIPPED FROM UNDER THE WEST SIDE OF THE MARK BUT THE
 DG1365'DISK REMAINS SOLID.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1366 ***********************************************************************
 DG1366  DESIGNATION -  ESOM RM 2
 DG1366  PID         -  DG1366
 DG1366  STATE/COUNTY-  AL/CLEBURNE
 DG1366  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG1366
 DG1366                         *CURRENT SURVEY CONTROL
 DG1366  ___________________________________________________________________
 DG1366* NAD 83(1986)-  33 57 29.     (N)    085 23 52.     (W)     SCALED    
 DG1366* NAVD 88     -       282.605  (meters)     927.18   (feet)  ADJUSTED  
 DG1366  ___________________________________________________________________
 DG1366  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG1366  DYNAMIC HT  -         282.305 (meters)     926.20  (feet)  COMP
 DG1366  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DG1366
 DG1366  VERT ORDER  -  FIRST     CLASS II
 DG1366
 DG1366.The horizontal coordinates were scaled from a topographic map and have
 DG1366.an estimated accuracy of +/- 6 seconds.
 DG1366
 DG1366.The orthometric height was determined by differential leveling
 DG1366.and adjusted by the National Geodetic Survey in June 1991..
 DG1366
 DG1366.The geoid height was determined by GEOID03.
 DG1366
 DG1366.The dynamic height is computed by dividing the NAVD 88
 DG1366.geopotential number by the normal gravity value computed on the
 DG1366.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1366.degrees latitude (g = 980.6199 gals.).
 DG1366
 DG1366.The modeled gravity was interpolated from observed gravity values.
 DG1366
 DG1366;                    North         East    Units  Estimated Accuracy
 DG1366;SPC AL E     -   383,540.      240,260.      MT  (+/- 180 meters Scaled)
 DG1366
 DG1366                          SUPERSEDED SURVEY CONTROL
 DG1366
 DG1366  NGVD 29 (??/??/92)  282.528  (m)          926.93   (f) ADJ UNCH    1 2
 DG1366
 DG1366.Superseded values are not recommended for survey control.
 DG1366.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1366.See file dsdata.txt to determine how the superseded data were derived.
 DG1366
 DG1366_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC480586(NAD 83)
 DG1366_MARKER: DR = REFERENCE MARK DISK
 DG1366_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1366_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1366_STAMPING: ESOM NO 2 1941 926.927
 DG1366_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1366+STABILITY: SURFACE MOTION
 DG1366
 DG1366  HISTORY     - Date     Condition        Report By
 DG1366  HISTORY     - 1941     MONUMENTED       CGS
 DG1366  HISTORY     - 1972     GOOD             NGS
 DG1366
 DG1366                          STATION DESCRIPTION
 DG1366
 DG1366'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972
 DG1366'0.8 MI NW FROM ESOM.
 DG1366'ABOUT 0.25 MILE NORTH ALONG A PAVED ROAD FROM A CROSSING OF THE
 DG1366'PAVED ROAD AND THE SEABOARD COAST LINE RAILROAD AT THE OLD COMMUNITY
 DG1366'OF ESOM, THENCE 0.6 MILE WEST ALONG U.S. HIGHWAY 278 AND STATE
 DG1366'HIGHWAY 6 TO THE GEORGIA-ALABAMA STATE LINE, 63 1/2 FEET NORTH
 DG1366'OF THE CENTER LINE OF THE HIGHWAY, 104.1 FEET WEST OF ESOM 1941,
 DG1366'183.7 FEET NORTHWEST AND ACROSS THE HIGHWAY FROM ESOM RM 1, 47.3
 DG1366'FEET NORTH OF A HIGHWAY MARKER POST THAT READS WEST 278, 1.1 FEET
 DG1366'SOUTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY, AND
 DG1366'SET IN THE TOP OF A CONCRETE POST THAT PROJECTS 5 INCHES ON THE
 DG1366'NORTH SIDE, AND IS LEVEL WITH THE GROUND ON THE SOUTH SIDE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1541 ***********************************************************************
 EF1541  DESIGNATION -  ET 1 CRH
 EF1541  PID         -  EF1541
 EF1541  STATE/COUNTY-  AL/WINSTON
 EF1541  USGS QUAD   -  DOUBLE SPRINGS (1969)
 EF1541
 EF1541                         *CURRENT SURVEY CONTROL
 EF1541  ___________________________________________________________________
 EF1541* NAD 83(1992)-  34 14 59.38053(N)    087 28 45.78367(W)     ADJUSTED  
 EF1541* NAVD 88     -       297.2    (meters)     975.     (feet)  VERTCON   
 EF1541  ___________________________________________________________________
 EF1541  LAPLACE CORR-           0.02  (seconds)                    DEFLEC99
 EF1541  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EF1541
 EF1541  HORZ ORDER  -  THIRD
 EF1541
 EF1541.The horizontal coordinates were established by classical geodetic methods
 EF1541.and adjusted by the National Geodetic Survey in December 1992..
 EF1541
 EF1541.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1541.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1541
 EF1541.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1541
 EF1541.The geoid height was determined by GEOID03.
 EF1541
 EF1541;                    North         East     Units Scale Factor Converg.
 EF1541;SPC AL W     -   471,228.893   601,898.852   MT  0.99993338   +0 00 41.8
 EF1541;UTM  16      - 3,789,960.894   455,859.726   MT  0.99962402   -0 16 11.3
 EF1541
 EF1541!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1541!SPC AL W     -   0.99995749  x   0.99993338  =   0.99989087
 EF1541!UTM  16      -   0.99995749  x   0.99962402  =   0.99958152
 EF1541
 EF1541:                Primary Azimuth Mark                     Grid Az
 EF1541:SPC AL W     -  H 50                                     088 26 06.5
 EF1541:UTM  16      -  H 50                                     088 42 59.6
 EF1541
 EF1541|---------------------------------------------------------------------|
 EF1541| PID    Reference Object                     Distance      Geod. Az  |
 EF1541|                                                           dddmmss.s |
 EF1541| EF1547 H 50                                APPROX.12.2 KM 0882648.3 |
 EF1541| EF1539 WINSTON UNIFORM CORP WT             APPROX.13.7 KM 1445325.5 |
 EF1541| EF1540 DOUBLE SPRINGS MUN WT               APPROX.13.5 KM 1475930.1 |
 EF1541|---------------------------------------------------------------------|
 EF1541
 EF1541                          SUPERSEDED SURVEY CONTROL
 EF1541
 EF1541  NAD 83(1986)-  34 14 59.38870(N)    087 28 45.78178(W) AD(       ) 3
 EF1541  NAD 27      -  34 14 59.02298(N)    087 28 45.70295(W) AD(       ) 3
 EF1541  NGVD 29 (07/19/86)  297.2    (m)          975.     (f) VERT ANG       
 EF1541
 EF1541.Superseded values are not recommended for survey control.
 EF1541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1541.See file dsdata.txt to determine how the superseded data were derived.
 EF1541
 EF1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5586089961(NAD 83)
 EF1541_MARKER: DD = SURVEY DISK
 EF1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1541_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1541_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF1541+SATELLITE: SATELLITE OBSERVATIONS - January 20, 2005
 EF1541
 EF1541  HISTORY     - Date     Condition        Report By
 EF1541  HISTORY     - 1966     MONUMENTED       USGS
 EF1541  HISTORY     - 20050120 GOOD             ALHD
 EF1541
 EF1541                          STATION DESCRIPTION
 EF1541
 EF1541'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1541'ASHRIDGE, 1.4 MI NW. OF LAKEMAN SCHOOL, ALONG STATE HIGHWAY 195 TO
 EF1541'DIRT T-RD. RIGHT, THENCE RIGHT (E.) 0.2 MI TO HILL ON N. SIDE OF RD.,
 EF1541'112 FT N. OF POWER POLE, 92 FT N. OF, AND 10 FT HIGHER THAN CENTERLINE
 EF1541'OF RD., 40 FT W. OF LONE 5-IN. PINE TREE, IN CONCRETE POST,
 EF1541'STANDARD DISK STAMPED---ET 1 CRH 1966---.
 EF1541
 EF1541                          STATION RECOVERY (2005)
 EF1541
 EF1541'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1541'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1522 ***********************************************************************
 EF1522  DESIGNATION -  ET 10 CRH
 EF1522  PID         -  EF1522
 EF1522  STATE/COUNTY-  AL/WINSTON
 EF1522  USGS QUAD   -  ARLEY (1983)
 EF1522
 EF1522                         *CURRENT SURVEY CONTROL
 EF1522  ___________________________________________________________________
 EF1522* NAD 83(1992)-  34 07 14.48327(N)    087 08 36.27609(W)     ADJUSTED  
 EF1522* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 EF1522  ___________________________________________________________________
 EF1522  LAPLACE CORR-          -4.26  (seconds)                    DEFLEC99
 EF1522  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 EF1522
 EF1522  HORZ ORDER  -  THIRD
 EF1522
 EF1522.The horizontal coordinates were established by classical geodetic methods
 EF1522.and adjusted by the National Geodetic Survey in December 1992..
 EF1522
 EF1522.The orthometric height was scaled from a topographic map.
 EF1522
 EF1522.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1522
 EF1522.The geoid height was determined by GEOID03.
 EF1522
 EF1522;                    North         East     Units Scale Factor Converg.
 EF1522;SPC AL W     -   456,962.333   632,894.711   MT  0.99994667   +0 12 00.1
 EF1522;UTM  16      - 3,775,547.238   486,775.149   MT  0.99960216   -0 04 49.6
 EF1522
 EF1522!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1522!SPC AL W     -   0.99996270  x   0.99994667  =   0.99990937
 EF1522!UTM  16      -   0.99996270  x   0.99960216  =   0.99956488
 EF1522
 EF1522                          SUPERSEDED SURVEY CONTROL
 EF1522
 EF1522  NAD 83(1986)-  34 07 14.49232(N)    087 08 36.27388(W) AD(       ) 3
 EF1522  NAD 27      -  34 07 14.11975(N)    087 08 36.23678(W) AD(       ) 3
 EF1522
 EF1522.Superseded values are not recommended for survey control.
 EF1522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1522.See file dsdata.txt to determine how the superseded data were derived.
 EF1522
 EF1522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8677575547(NAD 83)
 EF1522_MARKER: DD = SURVEY DISK
 EF1522_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1522_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1522
 EF1522  HISTORY     - Date     Condition        Report By
 EF1522  HISTORY     - 1966     MONUMENTED       USGS
 EF1522
 EF1522                          STATION DESCRIPTION
 EF1522
 EF1522'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1522'ADDISON, 4.5 MI E. OF POST OFFICE, ALONG U. S. HIGHWAY 278 TO T-RD.
 EF1522'RIGHT, THENCE RIGHT 4.5 MI S. ALONG PAVED RD. TO BORROW PIT ON E.
 EF1522'SIDE OF RD., ABOUT 250 FT E. OF RD., 9 FT E. OF FENCE CORNER, 0.5 FT
 EF1522'S. OF FENCE, ON BANK 15 FT ABOVE RD., IN CONCRETE POST, STANDARD
 EF1522'DISK STAMPED---ET 10 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3458 ***********************************************************************
 DG3458  DESIGNATION -  ET 11 CRH
 DG3458  PID         -  DG3458
 DG3458  STATE/COUNTY-  AL/CLEBURNE
 DG3458  USGS QUAD   -  HIGHTOWER (1966)
 DG3458
 DG3458                         *CURRENT SURVEY CONTROL
 DG3458  ___________________________________________________________________
 DG3458* NAD 83(1992)-  33 31 00.82172(N)    085 23 33.99510(W)     ADJUSTED  
 DG3458* NAVD 88     -       382.5    (meters)    1255.     (feet)  VERTCON   
 DG3458  ___________________________________________________________________
 DG3458  LAPLACE CORR-          -2.28  (seconds)                    DEFLEC99
 DG3458  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DG3458
 DG3458  HORZ ORDER  -  THIRD
 DG3458  VERT ORDER  -  THIRD ? (See Below)
 DG3458
 DG3458.The horizontal coordinates were established by classical geodetic methods
 DG3458.and adjusted by the National Geodetic Survey in September 1997..
 DG3458
 DG3458.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3458.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3458.The vertical order pertains to the NGVD 29 superseded value.
 DG3458
 DG3458.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3458
 DG3458.The geoid height was determined by GEOID03.
 DG3458
 DG3458;                    North         East     Units Scale Factor Converg.
 DG3458;SPC AL E     -   334,608.151   240,928.236   MT  0.99998064   +0 14 35.8
 DG3458;SPC GA W     -   390,597.014   586,096.872   MT  1.00005990   -0 40 37.6
 DG3458;SPC GA W     - 1,281,483.70  1,922,886.15   sFT  1.00005990   -0 40 37.6
 DG3458;UTM  16      - 3,709,748.557   649,266.258   MT  0.99987469   +0 53 15.5
 DG3458
 DG3458!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3458!SPC AL E     -   0.99994450  x   0.99998064  =   0.99992514
 DG3458!SPC GA W     -   0.99994450  x   1.00005990  =   1.00000439
 DG3458!UTM  16      -   0.99994450  x   0.99987469  =   0.99981919
 DG3458
 DG3458:                Primary Azimuth Mark                     Grid Az
 DG3458:SPC AL E     -  BOWDON MUNICIPAL TANK                    079 25 54.3
 DG3458:SPC GA W     -  BOWDON MUNICIPAL TANK                    080 21 07.7
 DG3458:UTM  16      -  BOWDON MUNICIPAL TANK                    078 47 14.6
 DG3458
 DG3458|---------------------------------------------------------------------|
 DG3458| PID    Reference Object                     Distance      Geod. Az  |
 DG3458|                                                           dddmmss.s |
 DG3458| DG3408 BOWDON MUNICIPAL TANK               APPROX.13.5 KM 0794030.1 |
 DG3458| DG3459 TURKEY HEAVEN LOT                   APPROX. 7.6 KM 2961646.7 |
 DG3458|---------------------------------------------------------------------|
 DG3458
 DG3458                          SUPERSEDED SURVEY CONTROL
 DG3458
 DG3458  NAD 83(1992)-  33 31 00.82098(N)    085 23 33.99568(W) AD(       ) 3
 DG3458  NAD 83(1986)-  33 31 00.82477(N)    085 23 33.98952(W) AD(       ) 3
 DG3458  NAD 27      -  33 31 00.42558(N)    085 23 34.15591(W) AD(       ) 3
 DG3458  NGVD 29 (07/19/86)  382.4    (m)         1255.     (f) LEVELING    3  
 DG3458
 DG3458.Superseded values are not recommended for survey control.
 DG3458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3458.See file dsdata.txt to determine how the superseded data were derived.
 DG3458
 DG3458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4926609749(NAD 83)
 DG3458_MARKER: DD = SURVEY DISK
 DG3458_SETTING: 0 = UNSPECIFIED SETTING
 DG3458_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3458
 DG3458  HISTORY     - Date     Condition        Report By
 DG3458  HISTORY     - 1964     MONUMENTED       USGS
 DG3458
 DG3458                          STATION DESCRIPTION
 DG3458
 DG3458'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DG3458'RANBURNE, 3.1 MI S. OF POST OFFICE, ALONG STATE HIGHWAY 46 TO T-RD.
 DG3458'LEFT, THENCE 0.8 MI LEFT ALONG COUNTY ROAD 10 TO CROSSROAD, THENCE
 DG3458'0.9 MI LEFT TO Y-RD., 20 FT W. OF CENTERLINE OF DIRT RD., 10 FT HIGHER
 DG3458'THAN RD., 4 FT E. OF WITNESS POST, IN CONCRETE POST, STANDARD
 DG3458'DISK STAMPED---ET 11 CRH 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1524 ***********************************************************************
 EF1524  DESIGNATION -  ET 11 CRH
 EF1524  PID         -  EF1524
 EF1524  STATE/COUNTY-  AL/WINSTON
 EF1524  USGS QUAD   -  ADDISON (1983)
 EF1524
 EF1524                         *CURRENT SURVEY CONTROL
 EF1524  ___________________________________________________________________
 EF1524* NAD 83(1992)-  34 14 51.37654(N)    087 08 37.46783(W)     ADJUSTED  
 EF1524* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 EF1524  ___________________________________________________________________
 EF1524  LAPLACE CORR-          -5.16  (seconds)                    DEFLEC99
 EF1524  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EF1524
 EF1524  HORZ ORDER  -  THIRD
 EF1524
 EF1524.The horizontal coordinates were established by classical geodetic methods
 EF1524.and adjusted by the National Geodetic Survey in December 1992..
 EF1524
 EF1524.The orthometric height was scaled from a topographic map.
 EF1524
 EF1524.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1524
 EF1524.The geoid height was determined by GEOID03.
 EF1524
 EF1524;                    North         East     Units Scale Factor Converg.
 EF1524;SPC AL W     -   471,039.504   632,814.993   MT  0.99994660   +0 12 01.8
 EF1524;UTM  16      - 3,789,619.781   486,764.458   MT  0.99960216   -0 04 51.2
 EF1524
 EF1524!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1524!SPC AL W     -   0.99996217  x   0.99994660  =   0.99990878
 EF1524!UTM  16      -   0.99996217  x   0.99960216  =   0.99956435
 EF1524
 EF1524                          SUPERSEDED SURVEY CONTROL
 EF1524
 EF1524  NAD 83(1986)-  34 14 51.38568(N)    087 08 37.46614(W) AD(       ) 3
 EF1524  NAD 27      -  34 14 51.02498(N)    087 08 37.43314(W) AD(       ) 3
 EF1524
 EF1524.Superseded values are not recommended for survey control.
 EF1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1524.See file dsdata.txt to determine how the superseded data were derived.
 EF1524
 EF1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8676489620(NAD 83)
 EF1524_MARKER: DD = SURVEY DISK
 EF1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1524_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1524
 EF1524  HISTORY     - Date     Condition        Report By
 EF1524  HISTORY     - 1966     MONUMENTED       USGS
 EF1524
 EF1524                          STATION DESCRIPTION
 EF1524
 EF1524'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1524'ADDISON, 0.1 MI W. OF POST OFFICE, ALONG U. S. HIGHWAY 278 TO CROSS-
 EF1524'ROAD, THENCE 0.2 MI RIGHT (N.) TO T-RD. RIGHT, THENCE 3.5 MI RIGHT
 EF1524'(E.) TO OFFSET CROSSROADS, THENCE LEFT 2.2 MI NW. TO DRIVE ON LEFT,
 EF1524'THENCE LEFT 0.1 MI W. TO HOUSE OF MR. C. S. WALKER, 110 FT E. OF SE.
 EF1524'CORNER OF HOUSE, 20 FT S. OF DRIVE, 1 FT W. OF NW. CORNER OF STORM
 EF1524'SHELTER, IN CONCRETE POST, STANDARD DISK STAMPED---ET 11 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2544 ***********************************************************************
 DH2544  DESIGNATION -  ET 11 JRH
 DH2544  PID         -  DH2544
 DH2544  STATE/COUNTY-  AL/TUSCALOOSA
 DH2544  USGS QUAD   -  DUNCANVILLE (1983)
 DH2544
 DH2544                         *CURRENT SURVEY CONTROL
 DH2544  ___________________________________________________________________
 DH2544* NAD 83(1992)-  33 01 22.82451(N)    087 22 40.07662(W)     ADJUSTED  
 DH2544* NAVD 88     -       178.     (meters)     584.     (feet)  SCALED    
 DH2544  ___________________________________________________________________
 DH2544  LAPLACE CORR-          -0.06  (seconds)                    DEFLEC99
 DH2544  GEOID HEIGHT-         -29.23  (meters)                     GEOID03
 DH2544
 DH2544  HORZ ORDER  -  SECOND
 DH2544
 DH2544.The horizontal coordinates were established by classical geodetic methods
 DH2544.and adjusted by the National Geodetic Survey in December 1992..
 DH2544
 DH2544.The orthometric height was scaled from a topographic map.
 DH2544
 DH2544.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2544
 DH2544.The geoid height was determined by GEOID03.
 DH2544
 DH2544;                    North         East     Units Scale Factor Converg.
 DH2544;SPC AL W     -   335,170.497   611,416.348   MT  0.99993494   +0 03 59.7
 DH2544;UTM  16      - 3,653,900.881   464,716.644   MT  0.99961535   -0 12 21.2
 DH2544
 DH2544!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2544!SPC AL W     -   0.99997664  x   0.99993494  =   0.99991158
 DH2544!UTM  16      -   0.99997664  x   0.99961535  =   0.99959200
 DH2544
 DH2544                          SUPERSEDED SURVEY CONTROL
 DH2544
 DH2544  NAD 83(1986)-  33 01 22.83152(N)    087 22 40.07928(W) AD(       ) 2
 DH2544  NAD 27      -  33 01 22.39104(N)    087 22 40.07524(W) AD(       ) 2
 DH2544
 DH2544.Superseded values are not recommended for survey control.
 DH2544.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2544.See file dsdata.txt to determine how the superseded data were derived.
 DH2544
 DH2544_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6471753901(NAD 83)
 DH2544_MARKER: DD = SURVEY DISK
 DH2544_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2544+WITH SETTING: INFORMATION.
 DH2544_SP_SET: PREFABRICATED CONCRETE POST
 DH2544
 DH2544  HISTORY     - Date     Condition        Report By
 DH2544  HISTORY     - 1970     MONUMENTED       NGS
 DH2544
 DH2544                          STATION DESCRIPTION
 DH2544
 DH2544'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 DH2544'THE STATION IS LOCATED ABOUT 17 MILES SOUTHEAST OF TUSCALOOSA, 5
 DH2544'MILES SOUTHEAST OF DUNCANVILLE AND 1-1/2 MILES SOUTH OF U. S. HIGHWAY
 DH2544'82.  IT IS NEAR THE CENTER OF SECTION 28, T 24 N, R 7 E, AND JUST
 DH2544'SOUTH OF THE SHILOH LOOKOUT TOWER.
 DH2544'
 DH2544'TO REACH THE STATION FROM THE POST OFFICE IN DUNCANVILLE, GO
 DH2544'SOUTHEAST ON U. S. HIGHWAY 82 FOR 2.65 MILES TO A SIDE ROAD RIGHT AND
 DH2544'SIGN, PAYNE LAKE ELLIOT CR WAREHOUSE, TURN RIGHT AND GO IN A
 DH2544'SOUTHERLY DIRECTION ON FOREST SERVICE ROAD 726 FOR 3.2 MILES TO
 DH2544'THE SHILOH CHURCH CEMETERY ON THE LEFT, CONTINUE AHEAD ON DIRT
 DH2544'ROAD FOR 0.3 MILE TO A SIDE ROAD LEFT, TURN LEFT AND GO NORTH ON
 DH2544'FOREST SERVICE ROAD 729 FOR 1.3 MILES TO A T-ROAD, TURN LEFT AND GO
 DH2544'WEST ON A DIRT ROAD FOR 0.05 MILE TO THE LOOKOUT TOWER AND THE
 DH2544'STATION ON THE LEFT.
 DH2544'
 DH2544'ET 11 JRH, A U. S. GEOLOGICAL SURVEY STATION MARK DISK STAMPED ET 11
 DH2544'JRH 1967, CRIMPED TO THE TOP OF A 10 FEET COPPER ROD WHICH IS
 DH2544'ENCASED IN THE CENTER OF A 6-INCH ORANGEBURG PIPE WHICH IS FLUSH
 DH2544'WITH THE GROUND SURFACE.  IT IS 147 FEET SOUTH OF THE CENTER OF
 DH2544'THE LOOKOUT TOWER, 54.5 FEET EAST-SOUTHEAST OF A CISTERN AND 4.7
 DH2544'FEET NORTH OF A METAL WITNESS POST.
 DH2544'
 DH2544'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION SHILOH, THE
 DH2544'DISTANCE, REDUCED TO SEA LEVEL BEING 19.731 METERS OR 64.73 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1508 ***********************************************************************
 EF1508  DESIGNATION -  ET 12 CRH
 EF1508  PID         -  EF1508
 EF1508  STATE/COUNTY-  AL/CULLMAN
 EF1508  USGS QUAD   -  JONES CHAPEL (1983)
 EF1508
 EF1508                         *CURRENT SURVEY CONTROL
 EF1508  ___________________________________________________________________
 EF1508* NAD 83(1992)-  34 14 58.00420(N)    087 00 49.96130(W)     ADJUSTED  
 EF1508* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 EF1508  ___________________________________________________________________
 EF1508  LAPLACE CORR-          -5.39  (seconds)                    DEFLEC99
 EF1508  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 EF1508
 EF1508  HORZ ORDER  -  THIRD
 EF1508
 EF1508.The horizontal coordinates were established by classical geodetic methods
 EF1508.and adjusted by the National Geodetic Survey in December 1992..
 EF1508
 EF1508.The orthometric height was scaled from a topographic map.
 EF1508
 EF1508.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1508
 EF1508.The geoid height was determined by GEOID03.
 EF1508
 EF1508;                    North         East     Units Scale Factor Converg.
 EF1508;SPC AL W     -   471,293.199   644,775.777   MT  0.99995804   +0 16 24.9
 EF1508;SPC AL E     -   416,403.293    91,256.959   MT  1.00010571   -0 39 52.1
 EF1508;UTM  16      - 3,789,814.662   498,722.142   MT  0.99960002   -0 00 28.1
 EF1508
 EF1508!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1508!SPC AL W     -   0.99995534  x   0.99995804  =   0.99991338
 EF1508!SPC AL E     -   0.99995534  x   1.00010571  =   1.00006104
 EF1508!UTM  16      -   0.99995534  x   0.99960002  =   0.99955537
 EF1508
 EF1508                          SUPERSEDED SURVEY CONTROL
 EF1508
 EF1508  NAD 83(1986)-  34 14 58.01372(N)    087 00 49.95967(W) AD(       ) 3
 EF1508  NAD 27      -  34 14 57.65570(N)    087 00 49.94141(W) AD(       ) 3
 EF1508
 EF1508.Superseded values are not recommended for survey control.
 EF1508.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1508.See file dsdata.txt to determine how the superseded data were derived.
 EF1508
 EF1508_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC9872289815(NAD 83)
 EF1508_MARKER: DD = SURVEY DISK
 EF1508_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1508_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1508
 EF1508  HISTORY     - Date     Condition        Report By
 EF1508  HISTORY     - 1966     MONUMENTED       USGS
 EF1508
 EF1508                          STATION DESCRIPTION
 EF1508
 EF1508'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1508'JONES CHAPEL, 0.05 MI N. OF BELLVIEW HEIGHTS BAPTIST CHURCH AT
 EF1508'CROSSROAD TO Y-RD., THENCE 3.6 MI NE. TO DRIVEWAY RIGHT, THENCE 300
 EF1508'FT ALONG DRIVE TO BACK OF HOUSE, 41 FT NE. OF NW. CORNER OF CHICKEN
 EF1508'HOUSE, 38 FT S. OF SW. CORNER OF CINDER BLOCK HOUSE, 2 FT N. OF
 EF1508'POWER POLE, IN CONCRETE POST, STANDARD DISK
 EF1508'STAMPED---ET 12 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1455 ***********************************************************************
 EF1455  DESIGNATION -  ET 14 CRH
 EF1455  PID         -  EF1455
 EF1455  STATE/COUNTY-  AL/CULLMAN
 EF1455  USGS QUAD   -  TRIMBLE (1984)
 EF1455
 EF1455                         *CURRENT SURVEY CONTROL
 EF1455  ___________________________________________________________________
 EF1455* NAD 83(1992)-  34 00 02.90838(N)    086 59 20.15300(W)     ADJUSTED  
 EF1455* NAVD 88     -       234.8    (meters)     770.     (feet)  VERTCON   
 EF1455  ___________________________________________________________________
 EF1455  LAPLACE CORR-          -3.93  (seconds)                    DEFLEC99
 EF1455  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 EF1455
 EF1455  HORZ ORDER  -  THIRD
 EF1455
 EF1455.The horizontal coordinates were established by classical geodetic methods
 EF1455.and adjusted by the National Geodetic Survey in December 1992..
 EF1455
 EF1455.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1455.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1455
 EF1455.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1455
 EF1455.The geoid height was determined by GEOID03.
 EF1455
 EF1455;                    North         East     Units Scale Factor Converg.
 EF1455;SPC AL W     -   443,725.829   647,211.606   MT  0.99996080   +0 17 08.9
 EF1455;SPC AL E     -   388,795.877    93,242.868   MT  1.00010044   -0 38 46.6
 EF1455;UTM  16      - 3,762,245.609   501,022.153   MT  0.99960001   +0 00 22.3
 EF1455
 EF1455!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1455!SPC AL W     -   0.99996754  x   0.99996080  =   0.99992834
 EF1455!SPC AL E     -   0.99996754  x   1.00010044  =   1.00006798
 EF1455!UTM  16      -   0.99996754  x   0.99960001  =   0.99956756
 EF1455
 EF1455:                Primary Azimuth Mark                     Grid Az
 EF1455:SPC AL W     -  H 141                                    005 00 33.1
 EF1455:SPC AL E     -  H 141                                    005 56 28.6
 EF1455:UTM  16      -  H 141                                    005 17 19.7
 EF1455
 EF1455|---------------------------------------------------------------------|
 EF1455| PID    Reference Object                     Distance      Geod. Az  |
 EF1455|                                                           dddmmss.s |
 EF1455| EF1454 H 141                               APPROX. 0.7 KM 0051742.0 |
 EF1455|---------------------------------------------------------------------|
 EF1455
 EF1455                          SUPERSEDED SURVEY CONTROL
 EF1455
 EF1455  NAD 83(1986)-  34 00 02.91799(N)    086 59 20.15040(W) AD(       ) 3
 EF1455  NAD 27      -  34 00 02.54221(N)    086 59 20.12867(W) AD(       ) 3
 EF1455  NGVD 29 (07/19/86)  234.8    (m)          770.     (f) VERT ANG       
 EF1455
 EF1455.Superseded values are not recommended for survey control.
 EF1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1455.See file dsdata.txt to determine how the superseded data were derived.
 EF1455
 EF1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0102262246(NAD 83)
 EF1455_MARKER: DD = SURVEY DISK
 EF1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1455_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1455
 EF1455  HISTORY     - Date     Condition        Report By
 EF1455  HISTORY     - 1966     MONUMENTED       USGS
 EF1455
 EF1455                          STATION DESCRIPTION
 EF1455
 EF1455'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1455'COLD SPRINGS SCHOOL, 2.2 MI NE. OF, ALONG PAVED RD. TO Y-RD., THENCE
 EF1455'BEAR LEFT (N.) 1.3 MI ALONG PAVED RD., ON E. SIDE OF RD. IN OPEN
 EF1455'FIELD, 24 FT E. OF CENTERLINE OF RD., ABOUT 300 FT N. OF HOUSE OF PAUL
 EF1455'BAKER, 233 FT S. OF POWER POLE NO. 18, 143 FT N. OF POWER POLE, 2 FT
 EF1455'E. OF FENCE, IN CONCRETE POST, STANDARD DISK
 EF1455'STAMPED---ET 14 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1451 ***********************************************************************
 EF1451  DESIGNATION -  ET 15 CRH
 EF1451  PID         -  EF1451
 EF1451  STATE/COUNTY-  AL/CULLMAN
 EF1451  USGS QUAD   -  TRIMBLE (1984)
 EF1451
 EF1451                         *CURRENT SURVEY CONTROL
 EF1451  ___________________________________________________________________
 EF1451* NAD 83(1992)-  34 00 05.76940(N)    086 52 33.54367(W)     ADJUSTED  
 EF1451* NAVD 88     -       268.     (meters)     879.     (feet)  SCALED    
 EF1451  ___________________________________________________________________
 EF1451  LAPLACE CORR-          -3.86  (seconds)                    DEFLEC99
 EF1451  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 EF1451
 EF1451  HORZ ORDER  -  THIRD
 EF1451
 EF1451.The horizontal coordinates were established by classical geodetic methods
 EF1451.and adjusted by the National Geodetic Survey in December 1992..
 EF1451
 EF1451.The orthometric height was scaled from a topographic map.
 EF1451
 EF1451.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1451
 EF1451.The geoid height was determined by GEOID03.
 EF1451
 EF1451;                    North         East     Units Scale Factor Converg.
 EF1451;SPC AL W     -   443,871.776   657,645.057   MT  0.99997428   +0 20 56.3
 EF1451;SPC AL E     -   388,772.080   103,678.563   MT  1.00007433   -0 34 59.2
 EF1451;UTM  16      - 3,762,340.603   511,452.364   MT  0.99960162   +0 04 09.7
 EF1451
 EF1451!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1451!SPC AL W     -   0.99996237  x   0.99997428  =   0.99993665
 EF1451!SPC AL E     -   0.99996237  x   1.00007433  =   1.00003670
 EF1451!UTM  16      -   0.99996237  x   0.99960162  =   0.99956401
 EF1451
 EF1451                          SUPERSEDED SURVEY CONTROL
 EF1451
 EF1451  NAD 83(1986)-  34 00 05.77946(N)    086 52 33.54149(W) AD(       ) 3
 EF1451  NAD 27      -  34 00 05.41143(N)    086 52 33.53345(W) AD(       ) 3
 EF1451
 EF1451.Superseded values are not recommended for survey control.
 EF1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1451.See file dsdata.txt to determine how the superseded data were derived.
 EF1451
 EF1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1145262341(NAD 83)
 EF1451_MARKER: DD = SURVEY DISK
 EF1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1451_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1451
 EF1451  HISTORY     - Date     Condition        Report By
 EF1451  HISTORY     - 1966     MONUMENTED       USGS
 EF1451
 EF1451                          STATION DESCRIPTION
 EF1451
 EF1451'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1451'GOOD HOPE, ABOUT 4.0 MI S. OF, TO JUNCTION OF INTERSTATE HIGHWAY 65
 EF1451'AND STATE HIGHWAY 69, THENCE 5.4 MI SW. ALONG HIGHWAY 69 TO Y-RD.,
 EF1451'THENCE 1.0 MI LEFT (S.) TO T-RD. LEFT, THENCE 3.2 MI LEFT (SE.) TO
 EF1451'T-RD., THENCE 0.8 MI LEFT (N.) TO T-RD. RIGHT, THENCE 1.0 MI RIGHT
 EF1451'(NE.) TO T-RD. LEFT, 47 FT NW. OF T-RD., 35 FT W. OF DIRT RD., 30 FT
 EF1451'N. OF DIRT RD., IN SE. CORNER OF PINE THICKET, IN CONCRETE POST,
 EF1451'STANDARD DISK STAMPED---ET 15 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1440 ***********************************************************************
 EF1440  DESIGNATION -  ET 16 CRH
 EF1440  PID         -  EF1440
 EF1440  STATE/COUNTY-  AL/CULLMAN
 EF1440  USGS QUAD   -  CULLMAN (1983)
 EF1440
 EF1440                         *CURRENT SURVEY CONTROL
 EF1440  ___________________________________________________________________
 EF1440* NAD 83(1992)-  34 07 48.98623(N)    086 52 04.21811(W)     ADJUSTED  
 EF1440* NAVD 88     -       216.8    (meters)     711.     (feet)  VERTCON   
 EF1440  ___________________________________________________________________
 EF1440  LAPLACE CORR-          -3.51  (seconds)                    DEFLEC99
 EF1440  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 EF1440
 EF1440  HORZ ORDER  -  THIRD
 EF1440
 EF1440.The horizontal coordinates were established by classical geodetic methods
 EF1440.and adjusted by the National Geodetic Survey in December 1992..
 EF1440
 EF1440.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1440.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1440
 EF1440.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1440
 EF1440.The geoid height was determined by GEOID03.
 EF1440
 EF1440;                    North         East     Units Scale Factor Converg.
 EF1440;SPC AL W     -   458,148.449   658,309.366   MT  0.99997523   +0 21 16.9
 EF1440;SPC AL E     -   403,037.439   104,575.499   MT  1.00007220   -0 34 49.7
 EF1440;UTM  16      - 3,776,608.534   512,186.182   MT  0.99960183   +0 04 27.0
 EF1440
 EF1440!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1440!SPC AL W     -   0.99997038  x   0.99997523  =   0.99994561
 EF1440!SPC AL E     -   0.99997038  x   1.00007220  =   1.00004258
 EF1440!UTM  16      -   0.99997038  x   0.99960183  =   0.99957222
 EF1440
 EF1440:                Primary Azimuth Mark                     Grid Az
 EF1440:SPC AL W     -  H 161                                    167 27 33.4
 EF1440:SPC AL E     -  H 161                                    168 23 40.0
 EF1440:UTM  16      -  H 161                                    167 44 23.3
 EF1440
 EF1440|---------------------------------------------------------------------|
 EF1440| PID    Reference Object                     Distance      Geod. Az  |
 EF1440|                                                           dddmmss.s |
 EF1440| EF1447 H 161                               APPROX. 0.8 KM 1674850.3 |
 EF1440|---------------------------------------------------------------------|
 EF1440
 EF1440                          SUPERSEDED SURVEY CONTROL
 EF1440
 EF1440  NAD 83(1986)-  34 07 48.99628(N)    086 52 04.21632(W) AD(       ) 3
 EF1440  NAD 27      -  34 07 48.63772(N)    086 52 04.21545(W) AD(       ) 3
 EF1440  NGVD 29 (07/19/86)  216.8    (m)          711.     (f) VERT ANG       
 EF1440
 EF1440.Superseded values are not recommended for survey control.
 EF1440.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1440.See file dsdata.txt to determine how the superseded data were derived.
 EF1440
 EF1440_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC1218676609(NAD 83)
 EF1440_MARKER: DD = SURVEY DISK
 EF1440_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EF1440_SP_SET: CONCRETE HEADWALL OF BRIDGE
 EF1440_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1440_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1440+SATELLITE: SATELLITE OBSERVATIONS - July 07, 2004
 EF1440
 EF1440  HISTORY     - Date     Condition        Report By
 EF1440  HISTORY     - 1966     MONUMENTED       USGS
 EF1440  HISTORY     - 20040707 GOOD             GEOCAC
 EF1440
 EF1440                          STATION DESCRIPTION
 EF1440
 EF1440'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1440'CULLMAN, 1.0 MI S. OF CULLMAN COUNTY COURTHOUSE, ALONG U. S. HIGHWAY
 EF1440'31 AND STATE HIGHWAY 69 TO WHERE HIGHWAY 69 BEARS RIGHT, THENCE 2.4 MI
 EF1440'RIGHT ON HIGHWAY 69 TO T-RD. RIGHT, THENCE 0.7 MI RIGHT ALONG CULLMAN
 EF1440'COUNTY ROAD 22 TO BRIDGE OVER INTERSTATE HIGHWAY 65, IN CONCRETE
 EF1440'HEADWALL AT NW. END OF BRIDGE, STANDARD DISK
 EF1440'STAMPED---ET 16 CRH 1966---.
 EF1440
 EF1440                          STATION RECOVERY (2004)
 EF1440
 EF1440'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 EF1440'MARK IS IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1442 ***********************************************************************
 EF1442  DESIGNATION -  ET 18 CRH
 EF1442  PID         -  EF1442
 EF1442  STATE/COUNTY-  AL/CULLMAN
 EF1442  USGS QUAD   -  HANCEVILLE (1993)
 EF1442
 EF1442                         *CURRENT SURVEY CONTROL
 EF1442  ___________________________________________________________________
 EF1442* NAD 83(1992)-  34 00 47.04318(N)    086 45 03.00374(W)     ADJUSTED  
 EF1442* NAVD 88     -       152.     (meters)     499.     (feet)  SCALED    
 EF1442  ___________________________________________________________________
 EF1442  LAPLACE CORR-          -3.02  (seconds)                    DEFLEC99
 EF1442  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 EF1442
 EF1442  HORZ ORDER  -  THIRD
 EF1442
 EF1442.The horizontal coordinates were established by classical geodetic methods
 EF1442.and adjusted by the National Geodetic Survey in December 1992..
 EF1442
 EF1442.The orthometric height was scaled from a topographic map.
 EF1442
 EF1442.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1442
 EF1442.The geoid height was determined by GEOID03.
 EF1442
 EF1442;                    North         East     Units Scale Factor Converg.
 EF1442;SPC AL W     -   445,220.930   669,197.037   MT  0.99999234   +0 25 08.7
 EF1442;SPC AL E     -   389,933.202   115,251.868   MT  1.00004850   -0 30 47.8
 EF1442;UTM  16      - 3,763,632.866   523,006.409   MT  0.99960652   +0 08 21.8
 EF1442
 EF1442!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1442!SPC AL W     -   0.99998062  x   0.99999234  =   0.99997296
 EF1442!SPC AL E     -   0.99998062  x   1.00004850  =   1.00002912
 EF1442!UTM  16      -   0.99998062  x   0.99960652  =   0.99958715
 EF1442
 EF1442                          SUPERSEDED SURVEY CONTROL
 EF1442
 EF1442  NAD 83(1986)-  34 00 47.05347(N)    086 45 03.00168(W) AD(       ) 3
 EF1442  NAD 27      -  34 00 46.69490(N)    086 45 03.01216(W) AD(       ) 3
 EF1442
 EF1442.Superseded values are not recommended for survey control.
 EF1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1442.See file dsdata.txt to determine how the superseded data were derived.
 EF1442
 EF1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2300663633(NAD 83)
 EF1442_MARKER: DD = SURVEY DISK
 EF1442_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1442_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1442_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF1442+SATELLITE: SATELLITE OBSERVATIONS - July 24, 2004
 EF1442
 EF1442  HISTORY     - Date     Condition        Report By
 EF1442  HISTORY     - 1966     MONUMENTED       USGS
 EF1442  HISTORY     - 20040724 GOOD             GEOCAC
 EF1442
 EF1442                          STATION DESCRIPTION
 EF1442
 EF1442'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1442'GARDEN CITY ELEMENTARY SCHOOL, 82 FT NE. OF MAIN ENTRANCE, 34 FT
 EF1442'S. OF PAVED STREET, 2 FT E. OF POWER POLE, 1 FT S. OF SIDEWALK, IN
 EF1442'CONCRETE POST, STANDARD DISK STAMPED---ET 18 CRH 1966---.
 EF1442
 EF1442                          STATION RECOVERY (2004)
 EF1442
 EF1442'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 EF1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1444 ***********************************************************************
 EF1444  DESIGNATION -  ET 19 CRH
 EF1444  PID         -  EF1444
 EF1444  STATE/COUNTY-  AL/CULLMAN
 EF1444  USGS QUAD   -  HANCEVILLE (1993)
 EF1444
 EF1444                         *CURRENT SURVEY CONTROL
 EF1444  ___________________________________________________________________
 EF1444* NAD 83(1992)-  34 06 33.66104(N)    086 45 24.79372(W)     ADJUSTED  
 EF1444* NAVD 88     -       204.     (meters)     669.     (feet)  SCALED    
 EF1444  ___________________________________________________________________
 EF1444  LAPLACE CORR-          -3.22  (seconds)                    DEFLEC99
 EF1444  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 EF1444
 EF1444  HORZ ORDER  -  THIRD
 EF1444
 EF1444.The horizontal coordinates were established by classical geodetic methods
 EF1444.and adjusted by the National Geodetic Survey in December 1992..
 EF1444
 EF1444.The orthometric height was scaled from a topographic map.
 EF1444
 EF1444.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1444
 EF1444.The geoid height was determined by GEOID03.
 EF1444
 EF1444;                    North         East     Units Scale Factor Converg.
 EF1444;SPC AL W     -   455,896.501   668,560.376   MT  0.99999126   +0 25 00.2
 EF1444;SPC AL E     -   400,618.339   114,789.192   MT  1.00004947   -0 31 04.6
 EF1444;UTM  16      - 3,774,307.305   522,422.161   MT  0.99960620   +0 08 10.8
 EF1444
 EF1444!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1444!SPC AL W     -   0.99997243  x   0.99999126  =   0.99996369
 EF1444!SPC AL E     -   0.99997243  x   1.00004947  =   1.00002190
 EF1444!UTM  16      -   0.99997243  x   0.99960620  =   0.99957865
 EF1444
 EF1444                          SUPERSEDED SURVEY CONTROL
 EF1444
 EF1444  NAD 83(1986)-  34 06 33.67134(N)    086 45 24.79193(W) AD(       ) 3
 EF1444  NAD 27      -  34 06 33.31810(N)    086 45 24.80489(W) AD(       ) 3
 EF1444
 EF1444.Superseded values are not recommended for survey control.
 EF1444.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1444.See file dsdata.txt to determine how the superseded data were derived.
 EF1444
 EF1444_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2242274307(NAD 83)
 EF1444_MARKER: DD = SURVEY DISK
 EF1444_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1444_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1444
 EF1444  HISTORY     - Date     Condition        Report By
 EF1444  HISTORY     - 1966     MONUMENTED       USGS
 EF1444
 EF1444                          STATION DESCRIPTION
 EF1444
 EF1444'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1444'HANCEVILLE, 1.4 MI NE. OF POST OFFICE, ALONG STATE HIGHWAY 91 TO
 EF1444'CROSSROAD (JUST AFTER PASSING UNDER RR.), TURN LEFT AND PROCEED N.
 EF1444'1.8 MI TO Y-RD, BEAR LEFT AND CONTINUE 1.0 MI N. TO WHITE HOUSE OF
 EF1444'MR. PAUL FOX, 50 FT W. OF CENTERLINE OF RD., 8 FT S. OF DRIVE, 2 FT
 EF1444'E. OF POWER POLE, IN CONCRETE POST, STANDARD DISK
 EF1444'STAMPED---ET 19 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1542 ***********************************************************************
 EF1542  DESIGNATION -  ET 2 CRH
 EF1542  PID         -  EF1542
 EF1542  STATE/COUNTY-  AL/WINSTON
 EF1542  USGS QUAD   -  DOUBLE SPRINGS (1969)
 EF1542
 EF1542                         *CURRENT SURVEY CONTROL
 EF1542  ___________________________________________________________________
 EF1542* NAD 83(1992)-  34 07 31.62782(N)    087 29 10.50141(W)     ADJUSTED  
 EF1542* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 EF1542  ___________________________________________________________________
 EF1542  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 EF1542  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EF1542
 EF1542  HORZ ORDER  -  THIRD
 EF1542
 EF1542.The horizontal coordinates were established by classical geodetic methods
 EF1542.and adjusted by the National Geodetic Survey in December 1992..
 EF1542
 EF1542.The orthometric height was scaled from a topographic map.
 EF1542
 EF1542.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1542
 EF1542.The geoid height was determined by GEOID03.
 EF1542
 EF1542;                    North         East     Units Scale Factor Converg.
 EF1542;SPC AL W     -   457,433.229   601,268.300   MT  0.99993335   +0 00 27.8
 EF1542;UTM  16      - 3,776,172.749   455,161.749   MT  0.99962478   -0 16 22.1
 EF1542
 EF1542!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1542!SPC AL W     -   0.99996180  x   0.99993335  =   0.99989516
 EF1542!UTM  16      -   0.99996180  x   0.99962478  =   0.99958660
 EF1542
 EF1542                          SUPERSEDED SURVEY CONTROL
 EF1542
 EF1542  NAD 83(1986)-  34 07 31.63589(N)    087 29 10.49911(W) AD(       ) 3
 EF1542  NAD 27      -  34 07 31.25668(N)    087 29 10.42197(W) AD(       ) 3
 EF1542
 EF1542.Superseded values are not recommended for survey control.
 EF1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1542.See file dsdata.txt to determine how the superseded data were derived.
 EF1542
 EF1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC5516276173(NAD 83)
 EF1542_MARKER: DD = SURVEY DISK
 EF1542_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1542_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1542
 EF1542  HISTORY     - Date     Condition        Report By
 EF1542  HISTORY     - 1966     MONUMENTED       USGS
 EF1542
 EF1542                          STATION DESCRIPTION
 EF1542
 EF1542'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1542'DOUBLE SPRINGS, 0.2 MI S. OF WINSTON COUNTY COURTHOUSE, ALONG STATE
 EF1542'HIGHWAY 195 TO T-RD. RIGHT (WINSTON COUNTY ROAD 25), THENCE 6.0 MI
 EF1542'RIGHT (SW.) TO T-RD. RIGHT, THENCE RIGHT (E.) 0.2 MI TO Y-RD., THENCE
 EF1542'LEFT 0.2 MI, ON S. SIDE OF RD., 32 FT S. OF CENTERLINE OF RD., 17 FT
 EF1542'NE. OF WELL, 12 FT E. OF OAK TREE, 8.0 FT NW. OF OAK TREE, IN CONCRETE
 EF1542'POST, STANDARD DISK STAMPED---ET 2 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2528 ***********************************************************************
 DH2528  DESIGNATION -  ET 2 JRH
 DH2528  PID         -  DH2528
 DH2528  STATE/COUNTY-  AL/TUSCALOOSA
 DH2528  USGS QUAD   -  COALING (1978)
 DH2528
 DH2528                         *CURRENT SURVEY CONTROL
 DH2528  ___________________________________________________________________
 DH2528* NAD 83(1992)-  33 08 53.40590(N)    087 21 36.06841(W)     ADJUSTED  
 DH2528* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 DH2528  ___________________________________________________________________
 DH2528  LAPLACE CORR-          -0.52  (seconds)                    DEFLEC99
 DH2528  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH2528
 DH2528  HORZ ORDER  -  SECOND
 DH2528
 DH2528.The horizontal coordinates were established by classical geodetic methods
 DH2528.and adjusted by the National Geodetic Survey in December 1992..
 DH2528
 DH2528.The orthometric height was scaled from a topographic map.
 DH2528
 DH2528.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2528
 DH2528.The geoid height was determined by GEOID03.
 DH2528
 DH2528;                    North         East     Units Scale Factor Converg.
 DH2528;SPC AL W     -   349,052.818   613,058.900   MT  0.99993544   +0 04 35.6
 DH2528;UTM  16      - 3,667,770.772   466,424.761   MT  0.99961390   -0 11 48.7
 DH2528
 DH2528!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2528!SPC AL W     -   0.99997725  x   0.99993544  =   0.99991269
 DH2528!UTM  16      -   0.99997725  x   0.99961390  =   0.99959116
 DH2528
 DH2528                          SUPERSEDED SURVEY CONTROL
 DH2528
 DH2528  NAD 83(1986)-  33 08 53.41215(N)    087 21 36.07161(W) AD(       ) 2
 DH2528  NAD 27      -  33 08 52.98323(N)    087 21 36.06694(W) AD(       ) 2
 DH2528
 DH2528.Superseded values are not recommended for survey control.
 DH2528.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2528.See file dsdata.txt to determine how the superseded data were derived.
 DH2528
 DH2528_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6642567771(NAD 83)
 DH2528_MARKER: DD = SURVEY DISK
 DH2528_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2528+WITH SETTING: INFORMATION.
 DH2528_SP_SET: PREFABRICATED CONCRETE POST
 DH2528
 DH2528  HISTORY     - Date     Condition        Report By
 DH2528  HISTORY     - 1970     MONUMENTED       USGS
 DH2528
 DH2528                          STATION DESCRIPTION
 DH2528
 DH2528'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JLC)
 DH2528'THE STATION IS LOCATED ON A HIGH WOODED HILL, ABOUT 13-1/4 MILES
 DH2528'EAST-SOUTHEAST OF TUSCALOOSA, 2-1/4 MILES SOUTH OF INTERSTATE
 DH2528'HIGHWAY 59 AND 1-3/4 MILES SOUTHWEST OF COALING.  IT IS IN THE
 DH2528'NORTHWEST 1/4 OF SECTION 10, T. 22 S., R. 8 W. AND ON PROPERTY OF
 DH2528'THE GULF STATES PAPER CORPORATION, POST OFFICE BOX 3199,
 DH2528'TUSCALOOSA, ALABAMA.
 DH2528'
 DH2528'TO REACH THE STATION FROM THE POST OFFICE IN COALING, GO SOUTH ON
 DH2528'A PAVED ROAD FOR 0.15 MILE TO A FORK.  BEAR RIGHT AND GO IN A
 DH2528'WESTERLY DIRECTION ON A PAVED ROAD FOR 0.5 MILE TO A FORK JUST AFTER
 DH2528'PASSING A CEMETERY ON THE RIGHT.  BEAR RIGHT AND GO IN A WESTERLY
 DH2528'DIRECTION ON A DIRT ROAD FOR 0.45 MILE TO A FORK.  BEAR LEFT AND
 DH2528'GO SOUTH ON A DIRT ROAD FOR 0.15 MILE TO A SIDE ROAD RIGHT JUST
 DH2528'BEFORE REACHING AN IRON GATE.  TURN RIGHT, GO WEST AND SOUTH ON A
 DH2528'BLADED ROAD FOR 0.6 MILE TO THE TOP OF THE HILL AND THE STATION
 DH2528'ON THE LEFT.
 DH2528'
 DH2528'ET 2 JRH, A U.S. GEOLOGICAL SURVEY STATION MARK DISK STAMPED ET 2
 DH2528'JRH 1967, CRIMPED TO THE TOP OF A 10 FOOT COPPER ROD ENCASED IN THE
 DH2528'CENTER OF A 6-INCH ORANGEBURG PIPE FLUSH WITH THE GROUND SURFACE.
 DH2528'IT IS 14 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 1.7 FEET
 DH2528'EAST OF A METAL WITNESS POST.
 DH2528'
 DH2528'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION COALING 1970,
 DH2528'THE DISTANCE BEING (51.14 FT.) OR 15.589 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1435 ***********************************************************************
 EF1435  DESIGNATION -  ET 20 CRH
 EF1435  PID         -  EF1435
 EF1435  STATE/COUNTY-  AL/BLOUNT
 EF1435  USGS QUAD   -  BLOUNTSVILLE (1986)
 EF1435
 EF1435                         *CURRENT SURVEY CONTROL
 EF1435  ___________________________________________________________________
 EF1435* NAD 83(1992)-  34 00 25.66487(N)    086 36 53.43473(W)     ADJUSTED  
 EF1435* NAVD 88     -       251.5    (meters)     825.     (feet)  VERTCON   
 EF1435  ___________________________________________________________________
 EF1435  LAPLACE CORR-          -3.89  (seconds)                    DEFLEC99
 EF1435  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EF1435
 EF1435  HORZ ORDER  -  THIRD
 EF1435
 EF1435.The horizontal coordinates were established by classical geodetic methods
 EF1435.and adjusted by the National Geodetic Survey in December 1992..
 EF1435
 EF1435.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1435.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1435
 EF1435.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1435
 EF1435.The geoid height was determined by GEOID03.
 EF1435
 EF1435;                    North         East     Units Scale Factor Converg.
 EF1435;SPC AL W     -   444,662.460   681,763.986   MT  1.00001572   +0 29 42.3
 EF1435;SPC AL E     -   389,170.309   127,808.473   MT  1.00002422   -0 26 13.6
 EF1435;UTM  16      - 3,763,013.301   535,565.545   MT  0.99961559   +0 12 55.5
 EF1435
 EF1435!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1435!SPC AL W     -   0.99996505  x   1.00001572  =   0.99998077
 EF1435!SPC AL E     -   0.99996505  x   1.00002422  =   0.99998926
 EF1435!UTM  16      -   0.99996505  x   0.99961559  =   0.99958065
 EF1435
 EF1435:                Primary Azimuth Mark                     Grid Az
 EF1435:SPC AL W     -  H 201                                    298 59 08.5
 EF1435:SPC AL E     -  H 201                                    299 55 04.4
 EF1435:UTM  16      -  H 201                                    299 15 55.3
 EF1435
 EF1435|---------------------------------------------------------------------|
 EF1435| PID    Reference Object                     Distance      Geod. Az  |
 EF1435|                                                           dddmmss.s |
 EF1435| EF1436 H 201                               APPROX. 1.9 KM 2992850.8 |
 EF1435|---------------------------------------------------------------------|
 EF1435
 EF1435                          SUPERSEDED SURVEY CONTROL
 EF1435
 EF1435  NAD 83(1986)-  34 00 25.67571(N)    086 36 53.43257(W) AD(       ) 3
 EF1435  NAD 27      -  34 00 25.31477(N)    086 36 53.45621(W) AD(       ) 3
 EF1435  NGVD 29 (07/19/86)  251.5    (m)          825.     (f) VERT ANG       
 EF1435
 EF1435.Superseded values are not recommended for survey control.
 EF1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1435.See file dsdata.txt to determine how the superseded data were derived.
 EF1435
 EF1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3556663013(NAD 83)
 EF1435_MARKER: DD = SURVEY DISK
 EF1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1435_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1435
 EF1435  HISTORY     - Date     Condition        Report By
 EF1435  HISTORY     - 1966     MONUMENTED       USGS
 EF1435
 EF1435                          STATION DESCRIPTION
 EF1435
 EF1435'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1435'CLEVELAND, 0.1 MI N. OF POST OFFICE, ALONG U.S. HIGHWAY 231 TO
 EF1435'T-RD. LEFT, THENCE 1.2 MI LEFT (W.) TO END OF PAVEMENT, THENCE 1.2
 EF1435'MI TO Y-RD., BEAR LEFT AND PROCEED 0.5 MI, ON N. SIDE OF RD., 51 FT
 EF1435'NNE. OF CENTERLINE OF RD., 38 FT NE. OF 14-IN. OAK TREE, 36 FT SE.
 EF1435'OF SE. CORNER OF UNPAINTED HOUSE, 17 FT SE. OF MULBERRY TREE, IN
 EF1435'CONCRETE POST, STANDARD DISK STAMPED---ET 20 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1429 ***********************************************************************
 EF1429  DESIGNATION -  ET 21 CRH
 EF1429  PID         -  EF1429
 EF1429  STATE/COUNTY-  AL/BLOUNT
 EF1429  USGS QUAD   -  BROOKSVILLE (1983)
 EF1429
 EF1429                         *CURRENT SURVEY CONTROL
 EF1429  ___________________________________________________________________
 EF1429* NAD 83(1992)-  34 07 59.93373(N)    086 29 52.03366(W)     ADJUSTED  
 EF1429* NAVD 88     -       270.2    (meters)     886.     (feet)  VERTCON   
 EF1429  ___________________________________________________________________
 EF1429  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 EF1429  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 EF1429
 EF1429  HORZ ORDER  -  THIRD
 EF1429
 EF1429.The horizontal coordinates were established by classical geodetic methods
 EF1429.and adjusted by the National Geodetic Survey in December 1992..
 EF1429
 EF1429.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1429.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1429
 EF1429.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1429
 EF1429.The geoid height was determined by GEOID03.
 EF1429
 EF1429;                    North         East     Units Scale Factor Converg.
 EF1429;SPC AL W     -   458,758.939   692,439.925   MT  1.00003863   +0 33 44.6
 EF1429;SPC AL E     -   403,090.775   138,712.580   MT  1.00000628   -0 22 22.3
 EF1429;UTM  16      - 3,777,051.709   546,305.914   MT  0.99962643   +0 16 54.5
 EF1429
 EF1429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1429!SPC AL W     -   0.99996212  x   1.00003863  =   1.00000075
 EF1429!SPC AL E     -   0.99996212  x   1.00000628  =   0.99996840
 EF1429!UTM  16      -   0.99996212  x   0.99962643  =   0.99958856
 EF1429
 EF1429:                Primary Azimuth Mark                     Grid Az
 EF1429:SPC AL W     -  H 210                                    124 28 34.8
 EF1429:SPC AL E     -  H 210                                    125 24 41.7
 EF1429:UTM  16      -  H 210                                    124 45 24.9
 EF1429
 EF1429|---------------------------------------------------------------------|
 EF1429| PID    Reference Object                     Distance      Geod. Az  |
 EF1429|                                                           dddmmss.s |
 EF1429| EF1423 H 210                               APPROX. 2.2 KM 1250219.4 |
 EF1429|---------------------------------------------------------------------|
 EF1429
 EF1429                          SUPERSEDED SURVEY CONTROL
 EF1429
 EF1429  NAD 83(1986)-  34 07 59.94509(N)    086 29 52.03272(W) AD(       ) 3
 EF1429  NAD 27      -  34 07 59.59499(N)    086 29 52.07073(W) AD(       ) 3
 EF1429  NGVD 29 (07/19/86)  270.2    (m)          886.     (f) VERT ANG       
 EF1429
 EF1429.Superseded values are not recommended for survey control.
 EF1429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1429.See file dsdata.txt to determine how the superseded data were derived.
 EF1429
 EF1429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4630677052(NAD 83)
 EF1429_MARKER: DD = SURVEY DISK
 EF1429_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1429_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1429
 EF1429  HISTORY     - Date     Condition        Report By
 EF1429  HISTORY     - 1966     MONUMENTED       USGS
 EF1429
 EF1429                          STATION DESCRIPTION
 EF1429
 EF1429'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1429'BROOKSVILLE POST OFFICE, 2.4 MI S. OF INTERSECTION OF U. S. HIGHWAY
 EF1429'278 AND STATE HIGHWAY 79, ALONG HIGHWAY 79, ON W. SIDE OF RD., 15
 EF1429'FT ABOVE PAVEMENT, 168 FT NE. OF CEDAR TREE, 152 FT N. OF SW. CORNER
 EF1429'OF LARGE CHICKEN HOUSE, 56 FT NW. OF CENTERLINE OF RD., 1 FT SE. OF
 EF1429'FENCE, IN CONCRETE POST, STANDARD DISK STAMPED---ET 21 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1530 ***********************************************************************
 EF1530  DESIGNATION -  ET 4 CRH
 EF1530  PID         -  EF1530
 EF1530  STATE/COUNTY-  AL/WINSTON
 EF1530  USGS QUAD   -  HOUSTON (1981)
 EF1530
 EF1530                         *CURRENT SURVEY CONTROL
 EF1530  ___________________________________________________________________
 EF1530* NAD 83(1992)-  34 08 25.16089(N)    087 21 33.98963(W)     ADJUSTED  
 EF1530* NAVD 88     -       248.     (meters)     814.     (feet)  SCALED    
 EF1530  ___________________________________________________________________
 EF1530  LAPLACE CORR-          -3.14  (seconds)                    DEFLEC99
 EF1530  GEOID HEIGHT-         -26.78  (meters)                     GEOID03
 EF1530
 EF1530  HORZ ORDER  -  THIRD
 EF1530
 EF1530.The horizontal coordinates were established by classical geodetic methods
 EF1530.and adjusted by the National Geodetic Survey in December 1992..
 EF1530
 EF1530.The orthometric height was scaled from a topographic map.
 EF1530
 EF1530.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1530
 EF1530.The geoid height was determined by GEOID03.
 EF1530
 EF1530;                    North         East     Units Scale Factor Converg.
 EF1530;SPC AL W     -   459,091.442   612,963.210   MT  0.99993540   +0 04 44.0
 EF1530;UTM  16      - 3,777,773.171   466,860.950   MT  0.99961354   -0 12 06.2
 EF1530
 EF1530!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1530!SPC AL W     -   0.99996527  x   0.99993540  =   0.99990067
 EF1530!UTM  16      -   0.99996527  x   0.99961354  =   0.99957882
 EF1530
 EF1530                          SUPERSEDED SURVEY CONTROL
 EF1530
 EF1530  NAD 83(1986)-  34 08 25.16937(N)    087 21 33.98744(W) AD(       ) 3
 EF1530  NAD 27      -  34 08 24.79559(N)    087 21 33.92912(W) AD(       ) 3
 EF1530
 EF1530.Superseded values are not recommended for survey control.
 EF1530.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1530.See file dsdata.txt to determine how the superseded data were derived.
 EF1530
 EF1530_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6686177773(NAD 83)
 EF1530_MARKER: DD = SURVEY DISK
 EF1530_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1530_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1530
 EF1530  HISTORY     - Date     Condition        Report By
 EF1530  HISTORY     - 1966     MONUMENTED       USGS
 EF1530  HISTORY     - 1967     MARK NOT FOUND   USGS
 EF1530
 EF1530                          STATION DESCRIPTION
 EF1530
 EF1530'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1530'DOUBLE SPRINGS, 0.6 MI E. OF WINSTON COUNTY COURTHOUSE TO CROSSROAD,
 EF1530'THENCE RIGHT 2.0 MI SE. ALONG U. S. HIGHWAY 278 TO T-RD. RIGHT, ON
 EF1530'BANK ABOUT 4 FT HIGHER THAN RD., 52 FT S. OF HIGHWAY 278, 37 FT W. OF
 EF1530'GRAVELED RD., 3 FT W. OF LIGHT POLE, IN CONCRETE POST, STANDARD
 EF1530'DISK STAMPED---ET 4 CRH 1966---.
 EF1530
 EF1530                          STATION RECOVERY (1967)
 EF1530
 EF1530'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EF1530'REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1548 ***********************************************************************
 EF1548  DESIGNATION -  ET 5 CRH
 EF1548  PID         -  EF1548
 EF1548  STATE/COUNTY-  AL/WINSTON
 EF1548  USGS QUAD   -  GRAYSON (1976)
 EF1548
 EF1548                         *CURRENT SURVEY CONTROL
 EF1548  ___________________________________________________________________
 EF1548* NAD 83(1992)-  34 15 09.05161(N)    087 20 50.51488(W)     ADJUSTED  
 EF1548* NAVD 88     -       265.     (meters)     869.     (feet)  SCALED    
 EF1548  ___________________________________________________________________
 EF1548  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 EF1548  GEOID HEIGHT-         -26.49  (meters)                     GEOID03
 EF1548
 EF1548  HORZ ORDER  -  THIRD
 EF1548
 EF1548.The horizontal coordinates were established by classical geodetic methods
 EF1548.and adjusted by the National Geodetic Survey in December 1992..
 EF1548
 EF1548.The orthometric height was scaled from a topographic map.
 EF1548
 EF1548.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1548
 EF1548.The geoid height was determined by GEOID03.
 EF1548
 EF1548;                    North         East     Units Scale Factor Converg.
 EF1548;SPC AL W     -   471,537.216   614,058.336   MT  0.99993577   +0 05 09.3
 EF1548;UTM  16      - 3,790,209.412   468,016.732   MT  0.99961261   -0 11 43.8
 EF1548
 EF1548!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1548!SPC AL W     -   0.99996256  x   0.99993577  =   0.99989833
 EF1548!UTM  16      -   0.99996256  x   0.99961261  =   0.99957518
 EF1548
 EF1548                          SUPERSEDED SURVEY CONTROL
 EF1548
 EF1548  NAD 83(1986)-  34 15 09.06020(N)    087 20 50.51294(W) AD(       ) 3
 EF1548  NAD 27      -  34 15 08.68942(N)    087 20 50.44834(W) AD(       ) 3
 EF1548
 EF1548.Superseded values are not recommended for survey control.
 EF1548.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1548.See file dsdata.txt to determine how the superseded data were derived.
 EF1548
 EF1548_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC6801790209(NAD 83)
 EF1548_MARKER: DD = SURVEY DISK
 EF1548_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1548_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1548
 EF1548  HISTORY     - Date     Condition        Report By
 EF1548  HISTORY     - 1966     MONUMENTED       USGS
 EF1548
 EF1548                          STATION DESCRIPTION
 EF1548
 EF1548'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1548'MORELAND, 1.5 MI N. OF NEW HOME BAPTIST CHURCH, ALONG STATE HIGHWAY
 EF1548'33 TO T-RD. LEFT (PAYNE CREEK ROAD), THENCE LEFT 0.1 MI NW. TO Y-RD.,
 EF1548'THENCE LEFT 1.8 MI TO SMALL RISE IN RD., ON W. SIDE OF RD., 8 FT
 EF1548'HIGHER THAN CENTERLINE OF RD., 511 FT S. OF WOODS RD. NW., 329 FT N.
 EF1548'OF WOODS RD. W., 300 FT N. OF UNINHABITED FRAME HOUSE, 27 FT W. OF
 EF1548'CENTERLINE OF RD., IN CONCRETE POST, STANDARD DISK
 EF1548'STAMPED---ET 5 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2531 ***********************************************************************
 DH2531  DESIGNATION -  ET 5 JRH
 DH2531  PID         -  DH2531
 DH2531  STATE/COUNTY-  AL/TUSCALOOSA
 DH2531  USGS QUAD   -  COALING (1978)
 DH2531
 DH2531                         *CURRENT SURVEY CONTROL
 DH2531  ___________________________________________________________________
 DH2531* NAD 83(1992)-  33 11 39.40154(N)    087 15 44.39717(W)     ADJUSTED  
 DH2531* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 DH2531  ___________________________________________________________________
 DH2531  LAPLACE CORR-           0.08  (seconds)                    DEFLEC99
 DH2531  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH2531
 DH2531  HORZ ORDER  -  SECOND
 DH2531
 DH2531.The horizontal coordinates were established by classical geodetic methods
 DH2531.and adjusted by the National Geodetic Survey in December 1992..
 DH2531
 DH2531.The orthometric height was scaled from a topographic map.
 DH2531
 DH2531.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2531
 DH2531.The geoid height was determined by GEOID03.
 DH2531
 DH2531;                    North         East     Units Scale Factor Converg.
 DH2531;SPC AL W     -   354,182.851   622,160.530   MT  0.99993939   +0 07 48.4
 DH2531;UTM  16      - 3,672,855.627   475,547.801   MT  0.99960737   -0 08 37.0
 DH2531
 DH2531!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2531!SPC AL W     -   0.99997725  x   0.99993939  =   0.99991664
 DH2531!UTM  16      -   0.99997725  x   0.99960737  =   0.99958463
 DH2531
 DH2531                          SUPERSEDED SURVEY CONTROL
 DH2531
 DH2531  NAD 83(1986)-  33 11 39.40781(N)    087 15 44.40012(W) AD(       ) 2
 DH2531  NAD 27      -  33 11 38.98410(N)    087 15 44.40469(W) AD(       ) 2
 DH2531
 DH2531.Superseded values are not recommended for survey control.
 DH2531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2531.See file dsdata.txt to determine how the superseded data were derived.
 DH2531
 DH2531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7554872856(NAD 83)
 DH2531_MARKER: DD = SURVEY DISK
 DH2531_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2531+WITH SETTING: INFORMATION.
 DH2531_SP_SET: PREFABRICATED CONCRETE POST
 DH2531
 DH2531  HISTORY     - Date     Condition        Report By
 DH2531  HISTORY     - 1970     MONUMENTED       USGS
 DH2531
 DH2531                          STATION DESCRIPTION
 DH2531
 DH2531'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JLC)
 DH2531'THE STATION IS LOCATED ABOUT 16-1/2 MILES EAST OF TUSCALOOSA, 5 MILES
 DH2531'NORTHEAST OF COALING, 2-1/4 MILES NORTHWEST OF VANCE AND 1/4 MILE
 DH2531'NORTH OF INTERSTATE HIGHWAY 59.  THE PROPERTY IS OWNED BY GULF
 DH2531'STATES PAPER COMPANY.
 DH2531'
 DH2531'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAY 11 AND COUNTY
 DH2531'ROAD 24, IN VANCE, GO WEST ON U. S. HIGHWAY 11 FOR 2.0 MILES TO A
 DH2531'SIDE ROAD RIGHT.  TURN RIGHT AND GO NORTH ON A GRAVELED ROAD FOR 0.5
 DH2531'MILE TO FORKS IN THE ROAD.  BEAR RIGHT AND GO NORTHEAST FOR 0.7
 DH2531'MILE TO THE UNDERPASS OF THE EAST BOUND LANES OF INTERSTATE
 DH2531'HIGHWAY 59.  CONTINUE AHEAD FOR 0.25 MILE TO A SIDE ROAD LEFT.
 DH2531'TURN LEFT AND GO NORTHWEST, UPHILL, FOR 0.05 MILE TO THE TOP OF
 DH2531'THE RIDGE AND A DIM CROSSROAD.  TURN RIGHT AND GO NORTHEAST ON A
 DH2531'WOODS ROAD FOR 0.1 MILE TO THE STATION ON THE LEFT.
 DH2531'
 DH2531'ET 5 JRH, A U. S. GEOLOGICAL SURVEY STATION MARK DISK STAMPED ET 5
 DH2531'JRH 1967, CRIMPED TO THE TOP OF A LENGTH OF COPPER WELD ROD ENCASED
 DH2531'BY A 6-INCH ORANGEBURG PIPE FILLED WITH GRAVEL.  THE MARK PROJECTS
 DH2531'1-INCH ABOVE THE GROUND SURFACE.  IT IS 23 FEET NORTHWEST OF THE
 DH2531'CENTER OF THE ROAD, 2 FEET SOUTH OF A METAL WITNESS POST AND IS
 DH2531'LOCATED ON TOP OF THE RIDGE.
 DH2531'
 DH2531'A TAPED DISTANCE WAS MADE TO TRIANGULATION STATION VANCE, THE
 DH2531'DISTANCE BEING 6.008 METERS, 19.715 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3608 ***********************************************************************
 DG3608  DESIGNATION -  ET 6 CRH
 DG3608  PID         -  DG3608
 DG3608  STATE/COUNTY-  AL/CLEBURNE
 DG3608  USGS QUAD   -  HEFLIN (1983)
 DG3608
 DG3608                         *CURRENT SURVEY CONTROL
 DG3608  ___________________________________________________________________
 DG3608* NAD 83(1992)-  33 44 26.69515(N)    085 30 31.06175(W)     ADJUSTED  
 DG3608* NAVD 88     -       335.8    (meters)    1102.     (feet)  VERTCON   
 DG3608  ___________________________________________________________________
 DG3608  LAPLACE CORR-          -1.18  (seconds)                    DEFLEC99
 DG3608  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 DG3608
 DG3608  HORZ ORDER  -  THIRD
 DG3608  VERT ORDER  -  THIRD ? (See Below)
 DG3608
 DG3608.The horizontal coordinates were established by classical geodetic methods
 DG3608.and adjusted by the National Geodetic Survey in September 1997..
 DG3608
 DG3608.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3608.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3608.The vertical order pertains to the NGVD 29 superseded value.
 DG3608
 DG3608.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3608
 DG3608.The geoid height was determined by GEOID03.
 DG3608
 DG3608;                    North         East     Units Scale Factor Converg.
 DG3608;SPC AL E     -   359,396.517   230,087.491   MT  0.99997116   +0 10 49.3
 DG3608;SPC GA W     -   415,559.293   575,655.849   MT  1.00009055   -0 44 43.7
 DG3608;SPC GA W     - 1,363,380.78  1,888,630.90   sFT  1.00009055   -0 44 43.7
 DG3608;UTM  16      - 3,734,410.090   638,147.957   MT  0.99983528   +0 49 42.6
 DG3608
 DG3608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3608!SPC AL E     -   0.99995179  x   0.99997116  =   0.99992296
 DG3608!SPC GA W     -   0.99995179  x   1.00009055  =   1.00004234
 DG3608!UTM  16      -   0.99995179  x   0.99983528  =   0.99978708
 DG3608
 DG3608                          SUPERSEDED SURVEY CONTROL
 DG3608
 DG3608  NAD 83(1992)-  33 44 26.69509(N)    085 30 31.06452(W) AD(       ) 3
 DG3608  NAD 83(1986)-  33 44 26.69850(N)    085 30 31.05931(W) AD(       ) 3
 DG3608  NAD 27      -  33 44 26.30983(N)    085 30 31.22452(W) AD(       ) 3
 DG3608  NGVD 29 (07/19/86)  335.7    (m)         1101.     (f) LEVELING    3  
 DG3608
 DG3608.Superseded values are not recommended for survey control.
 DG3608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3608.See file dsdata.txt to determine how the superseded data were derived.
 DG3608
 DG3608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC3814834410(NAD 83)
 DG3608_MARKER: DD = SURVEY DISK
 DG3608_SETTING: 0 = UNSPECIFIED SETTING
 DG3608_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3608
 DG3608  HISTORY     - Date     Condition        Report By
 DG3608  HISTORY     - 1964     MONUMENTED       USGS
 DG3608  HISTORY     - 1965     MARK NOT FOUND   USGS
 DG3608
 DG3608                          STATION DESCRIPTION
 DG3608
 DG3608'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DG3608'FRUITHURST, 3.9 MI W. OF POST OFFICE, ALONG STATE HIGHWAY 78 TO
 DG3608'MACADAM RD. RIGHT AND LARGE TALLADEGA NATIONAL FOREST SIGN, THENCE
 DG3608'1.8 MI RIGHT (NW.) TO DIRT RD. RIGHT, 100 FT N. OF INTERSECTION, 32
 DG3608'FT NE. OF CENTERLINE OF MACADAM RD., 10 FT HIGHER THAN RD., 6 FT E. OF
 DG3608'WITNESS POST, IN CONCRETE POST PROJECTING 5 IN., STANDARD DISK
 DG3608'STAMPED---ET 6 CRH 1964---.
 DG3608
 DG3608                          STATION RECOVERY (1965)
 DG3608
 DG3608'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1965
 DG3608'STATION REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1526 ***********************************************************************
 EF1526  DESIGNATION -  ET 6 CRH
 EF1526  PID         -  EF1526
 EF1526  STATE/COUNTY-  AL/WINSTON
 EF1526  USGS QUAD   -  ADDISON (1983)
 EF1526
 EF1526                         *CURRENT SURVEY CONTROL
 EF1526  ___________________________________________________________________
 EF1526* NAD 83(1992)-  34 14 40.33458(N)    087 11 24.76105(W)     ADJUSTED  
 EF1526* NAVD 88     -       277.9    (meters)     912.     (feet)  VERTCON   
 EF1526  ___________________________________________________________________
 EF1526  LAPLACE CORR-          -4.83  (seconds)                    DEFLEC99
 EF1526  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 EF1526
 EF1526  HORZ ORDER  -  THIRD
 EF1526
 EF1526.The horizontal coordinates were established by classical geodetic methods
 EF1526.and adjusted by the National Geodetic Survey in December 1992..
 EF1526
 EF1526.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1526.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1526
 EF1526.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1526
 EF1526.The geoid height was determined by GEOID03.
 EF1526
 EF1526;                    North         East     Units Scale Factor Converg.
 EF1526;SPC AL W     -   470,685.288   628,535.631   MT  0.99994337   +0 10 27.6
 EF1526;UTM  16      - 3,789,286.699   482,484.872   MT  0.99960378   -0 06 25.3
 EF1526
 EF1526!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1526!SPC AL W     -   0.99996060  x   0.99994337  =   0.99990397
 EF1526!UTM  16      -   0.99996060  x   0.99960378  =   0.99956439
 EF1526
 EF1526:                Primary Azimuth Mark                     Grid Az
 EF1526:SPC AL W     -  H 62                                     111 50 49.6
 EF1526:UTM  16      -  H 62                                     112 07 42.5
 EF1526
 EF1526|---------------------------------------------------------------------|
 EF1526| PID    Reference Object                     Distance      Geod. Az  |
 EF1526|                                                           dddmmss.s |
 EF1526| EF1523 H 62                                APPROX. 6.2 KM 1120117.2 |
 EF1526| EF1527 H 60                                280.406 METERS 34913     |
 EF1526|---------------------------------------------------------------------|
 EF1526
 EF1526                          SUPERSEDED SURVEY CONTROL
 EF1526
 EF1526  NAD 83(1986)-  34 14 40.34363(N)    087 11 24.75936(W) AD(       ) 3
 EF1526  NAD 27      -  34 14 39.98200(N)    087 11 24.72094(W) AD(       ) 3
 EF1526  NGVD 29 (07/19/86)  277.9    (m)          912.     (f) VERT ANG       
 EF1526
 EF1526.Superseded values are not recommended for survey control.
 EF1526.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1526.See file dsdata.txt to determine how the superseded data were derived.
 EF1526
 EF1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8248589287(NAD 83)
 EF1526_MARKER: DD = SURVEY DISK
 EF1526_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1526_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1526
 EF1526  HISTORY     - Date     Condition        Report By
 EF1526  HISTORY     - 1966     MONUMENTED       USGS
 EF1526
 EF1526                          STATION DESCRIPTION
 EF1526
 EF1526'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1526'ADDISON SCHOOL, 3.0 MI N. OF ENTRANCE TO SCHOOL, ALONG WINSTON COUNTY
 EF1526'ROAD 41 TO DIRT T-RD. LEFT, THENCE 0.1 MI LEFT, IN S. EDGE OF
 EF1526'CEMETERY, 44 FT NE. OF T-RD., 17 FT N. OF DIRT RD. 32 FT S. OF
 EF1526'GRAVESTONE OF ADDIES JETTON, IN CONCRETE POST, STANDARD
 EF1526'DISK STAMPED---ET 6 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3460 ***********************************************************************
 DG3460  DESIGNATION -  ET 7 CRH
 DG3460  PID         -  DG3460
 DG3460  STATE/COUNTY-  AL/CLEBURNE
 DG3460  USGS QUAD   -  HIGHTOWER (1966)
 DG3460
 DG3460                         *CURRENT SURVEY CONTROL
 DG3460  ___________________________________________________________________
 DG3460* NAD 83(1992)-  33 36 51.96258(N)    085 29 22.97570(W)     ADJUSTED  
 DG3460* NAVD 88     -       326.4    (meters)    1071.     (feet)  VERTCON   
 DG3460  ___________________________________________________________________
 DG3460  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 DG3460  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG3460
 DG3460  HORZ ORDER  -  THIRD
 DG3460
 DG3460.The horizontal coordinates were established by classical geodetic methods
 DG3460.and adjusted by the National Geodetic Survey in September 1997..
 DG3460
 DG3460.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3460.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3460
 DG3460.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3460
 DG3460.The geoid height was determined by GEOID03.
 DG3460
 DG3460;                    North         East     Units Scale Factor Converg.
 DG3460;SPC AL E     -   345,392.274   231,886.568   MT  0.99997253   +0 11 24.8
 DG3460;SPC GA W     -   401,526.218   577,228.969   MT  1.00008576   -0 43 57.1
 DG3460;SPC GA W     - 1,317,340.60  1,893,792.04   sFT  1.00008576   -0 43 57.1
 DG3460;UTM  16      - 3,720,428.920   640,104.813   MT  0.99984200   +0 50 10.4
 DG3460
 DG3460!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3460!SPC AL E     -   0.99995328  x   0.99997253  =   0.99992581
 DG3460!SPC GA W     -   0.99995328  x   1.00008576  =   1.00003904
 DG3460!UTM  16      -   0.99995328  x   0.99984200  =   0.99979529
 DG3460
 DG3460:                Primary Azimuth Mark                     Grid Az
 DG3460:SPC AL E     -  TURKEY HEAVEN LOT                        163 36 29.3
 DG3460:SPC GA W     -  TURKEY HEAVEN LOT                        164 31 51.2
 DG3460:UTM  16      -  TURKEY HEAVEN LOT                        162 57 43.7
 DG3460
 DG3460|---------------------------------------------------------------------|
 DG3460| PID    Reference Object                     Distance      Geod. Az  |
 DG3460|                                                           dddmmss.s |
 DG3460| DG3459 TURKEY HEAVEN LOT                   APPROX. 7.8 KM 1634754.1 |
 DG3460|---------------------------------------------------------------------|
 DG3460
 DG3460                          SUPERSEDED SURVEY CONTROL
 DG3460
 DG3460  NAD 83(1992)-  33 36 51.96194(N)    085 29 22.97750(W) AD(       ) 3
 DG3460  NAD 83(1986)-  33 36 51.96535(N)    085 29 22.97187(W) AD(       ) 3
 DG3460  NAD 27      -  33 36 51.57255(N)    085 29 23.13225(W) AD(       ) 3
 DG3460  NGVD 29 (07/19/86)  326.3    (m)         1071.     (f) VERT ANG       
 DG3460
 DG3460.Superseded values are not recommended for survey control.
 DG3460.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3460.See file dsdata.txt to determine how the superseded data were derived.
 DG3460
 DG3460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4010520429(NAD 83)
 DG3460_MARKER: DD = SURVEY DISK
 DG3460_SETTING: 0 = UNSPECIFIED SETTING
 DG3460_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3460
 DG3460  HISTORY     - Date     Condition        Report By
 DG3460  HISTORY     - 1964     MONUMENTED       USGS
 DG3460
 DG3460                          STATION DESCRIPTION
 DG3460
 DG3460'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DG3460'EDWARDSVILLE, 5.5 MI (AIRLINE) S. OF, 0.6 MI S. OF INTERSECTION OF
 DG3460'STATE HIGHWAY 46 AND CLEBURNE COUNTY ROAD 62, ALONG HIGHWAY 46 TO
 DG3460'BRIDGE OVER SILAS CREEK, THENCE 1.3 MI T-RD. RIGHT, THENCE 0.2 MI TO
 DG3460'CROSSROAD, THENCE 0.8 MI RIGHT TO Y-RD., THENCE 0.1 MI RIGHT TO DIM
 DG3460'TRACK RD. RIGHT, THENCE 200 FT RIGHT ALONG RD. TO FARM RD., 55 FT SW.
 DG3460'OF NW. CORNER OF BARN, 38 FT NE. OF NE. CORNER OF SHED, 3 FT S. OF
 DG3460'WITNESS POST, IN CONCRETE POST PROJECTING 4 IN ABOVE SURFACE, STANDARD
 DG3460'DISK STAMPED---ET 7 CRH 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1517 ***********************************************************************
 EF1517  DESIGNATION -  ET 7 CRH
 EF1517  PID         -  EF1517
 EF1517  STATE/COUNTY-  AL/WINSTON
 EF1517  USGS QUAD   -  ARLEY (1983)
 EF1517
 EF1517                         *CURRENT SURVEY CONTROL
 EF1517  ___________________________________________________________________
 EF1517* NAD 83(1992)-  34 07 24.75096(N)    087 14 53.52501(W)     ADJUSTED  
 EF1517* NAVD 88     -       245.     (meters)     804.     (feet)  SCALED    
 EF1517  ___________________________________________________________________
 EF1517  LAPLACE CORR-          -4.57  (seconds)                    DEFLEC99
 EF1517  GEOID HEIGHT-         -27.12  (meters)                     GEOID03
 EF1517
 EF1517  HORZ ORDER  -  THIRD
 EF1517
 EF1517.The horizontal coordinates were established by classical geodetic methods
 EF1517.and adjusted by the National Geodetic Survey in December 1992..
 EF1517
 EF1517.The orthometric height was scaled from a topographic map.
 EF1517
 EF1517.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1517
 EF1517.The geoid height was determined by GEOID03.
 EF1517
 EF1517;                    North         East     Units Scale Factor Converg.
 EF1517;SPC AL W     -   457,249.896   623,227.109   MT  0.99993998   +0 08 28.5
 EF1517;UTM  16      - 3,775,882.010   477,112.348   MT  0.99960646   -0 08 21.3
 EF1517
 EF1517!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1517!SPC AL W     -   0.99996579  x   0.99993998  =   0.99990578
 EF1517!UTM  16      -   0.99996579  x   0.99960646  =   0.99957227
 EF1517
 EF1517                          SUPERSEDED SURVEY CONTROL
 EF1517
 EF1517  NAD 83(1986)-  34 07 24.75973(N)    087 14 53.52281(W) AD(       ) 3
 EF1517  NAD 27      -  34 07 24.38511(N)    087 14 53.47387(W) AD(       ) 3
 EF1517
 EF1517.Superseded values are not recommended for survey control.
 EF1517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1517.See file dsdata.txt to determine how the superseded data were derived.
 EF1517
 EF1517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC7711275882(NAD 83)
 EF1517_MARKER: DD = SURVEY DISK
 EF1517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1517_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1517
 EF1517  HISTORY     - Date     Condition        Report By
 EF1517  HISTORY     - 1966     MONUMENTED       USGS
 EF1517
 EF1517                          STATION DESCRIPTION
 EF1517
 EF1517'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1517'HOUSTON, 0.05 MI S. OF POST OFFICE TO Y-RD., THENCE LEFT 1.5 MI TO
 EF1517'Y-RD., THENCE RIGHT 0.3 MI, ON SW. SIDE OF RD., 75 FT E. OF TELEPHONE
 EF1517'POLE, 37 FT SW. OF CENTERLINE OF RD., 29 FT SE. OF DRIVE, 13 FT S.
 EF1517'OF 16-IN. OAK TREE, IN CONCRETE POST, STANDARD DISK
 EF1517'STAMPED---ET 7 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3032 ***********************************************************************
 CN3032  DESIGNATION -  ET 8 JRH
 CN3032  PID         -  CN3032
 CN3032  STATE/COUNTY-  AL/BIBB
 CN3032  USGS QUAD   -  PONDVILLE (1983)
 CN3032
 CN3032                         *CURRENT SURVEY CONTROL
 CN3032  ___________________________________________________________________
 CN3032* NAD 83(1992)-  32 54 05.86075(N)    087 19 42.85566(W)     ADJUSTED  
 CN3032* NAVD 88     -       171.     (meters)     561.     (feet)  SCALED    
 CN3032  ___________________________________________________________________
 CN3032  LAPLACE CORR-           0.14  (seconds)                    DEFLEC99
 CN3032  GEOID HEIGHT-         -29.24  (meters)                     GEOID03
 CN3032
 CN3032  HORZ ORDER  -  SECOND
 CN3032
 CN3032.The horizontal coordinates were established by classical geodetic methods
 CN3032.and adjusted by the National Geodetic Survey in December 1992..
 CN3032
 CN3032.The orthometric height was scaled from a topographic map.
 CN3032
 CN3032.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3032
 CN3032.The geoid height was determined by GEOID03.
 CN3032
 CN3032;                    North         East     Units Scale Factor Converg.
 CN3032;SPC AL W     -   321,716.420   616,037.285   MT  0.99993650   +0 05 35.2
 CN3032;UTM  16      - 3,640,429.359   469,272.179   MT  0.99961164   -0 10 42.5
 CN3032
 CN3032!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3032!SPC AL W     -   0.99997774  x   0.99993650  =   0.99991424
 CN3032!UTM  16      -   0.99997774  x   0.99961164  =   0.99958939
 CN3032
 CN3032                          SUPERSEDED SURVEY CONTROL
 CN3032
 CN3032  NAD 83(1986)-  32 54 05.86850(N)    087 19 42.85849(W) AD(       ) 2
 CN3032  NAD 27      -  32 54 05.41836(N)    087 19 42.85979(W) AD(       ) 2
 CN3032
 CN3032.Superseded values are not recommended for survey control.
 CN3032.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3032.See file dsdata.txt to determine how the superseded data were derived.
 CN3032
 CN3032_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB6927240429(NAD 83)
 CN3032_MARKER: DD = SURVEY DISK
 CN3032_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 CN3032+WITH SETTING: INFORMATION.
 CN3032_SP_SET: PREFABRICATED CONCRETE POST
 CN3032
 CN3032  HISTORY     - Date     Condition        Report By
 CN3032  HISTORY     - 1970     MONUMENTED       USGS
 CN3032
 CN3032                          STATION DESCRIPTION
 CN3032
 CN3032'DESCRIBED BY US GEOLOGICAL SURVEY 1970 (JLC)
 CN3032'THE STATION IS LOCATED ABOUT 13 MILES SOUTHEAST OF DUNCANVILLE, 10
 CN3032'MILES WEST-SOUTHWEST OF BRENT AND 1 MILE SOUTHWEST OF PONDVILLE.  IT
 CN3032'IS ON A HIGH HILL IN THE TALLADEGA NATIONAL FOREST AT T 22 N, R 7 E
 CN3032'AND JUST EAST OF THE PONDVILLE LOOKOUT TOWER.
 CN3032'
 CN3032'TO REACH THE STATION FROM THE POST OFFICE, IN BRENT, GO SOUTHWEST ON
 CN3032'STATE HIGHWAYS 5 AND 25 FOR 5.2 MILES TO A SIDE ROAD RIGHT, TURN
 CN3032'RIGHT AND GO WESTERLY ON STATE HIGHWAY 25 FOR 7.1 MILES TO A SIDE
 CN3032'ROAD RIGHT IN PONDVILLE, CONTINUE WESTERLY ON STATE HIGHWAY 25 FOR
 CN3032'1.4 MILES TO A SIDE ROAD RIGHT, AT SIGN PONDVILLE LOOKOUT TOWER, TURN
 CN3032'RIGHT AND GO UPHILL ON A DIRT ROAD FOR 0.5 MILE TO THE END OF
 CN3032'ROAD, THE LOOKOUT TOWER ON THE RIGHT AND THE STATION ON THE LEFT.
 CN3032'
 CN3032'ET 8 JRH, A U. S. GEOLOGICAL SURVEY STATION MARK DISK STAMPED ET 8
 CN3032'JRH 1967, CRIMPED TO THE TOP OF A 20 FEET COPPER ROD, ENCASED IN THE
 CN3032'CENTER OF A 6-INCH ORANGEBURG PIPE, AND IS 8 INCHES UNDERGROUND.
 CN3032'IT IS 37 FEET EAST OF THE CENTER OF THE DIRT ROAD AND 7.5 FEET
 CN3032'EAST OF AN 18-INCH PINE TREE.
 CN3032'
 CN3032'A TRAVERSE CONNECTION WAS MADE TO TRIANGULATION STATION PONDVILLE,
 CN3032'THE DISTANCE, REDUCED TO SEA LEVEL, BEING 5.180 METERS OR 16.99 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3454 ***********************************************************************
 DG3454  DESIGNATION -  ET 9 CRH
 DG3454  PID         -  DG3454
 DG3454  STATE/COUNTY-  AL/CLEBURNE
 DG3454  USGS QUAD   -  BOWDON WEST (1980)
 DG3454
 DG3454                         *CURRENT SURVEY CONTROL
 DG3454  ___________________________________________________________________
 DG3454* NAD 83(1992)-  33 36 52.00122(N)    085 22 07.00705(W)     ADJUSTED  
 DG3454* NAVD 88     -       406.6    (meters)    1334.     (feet)  VERTCON   
 DG3454  ___________________________________________________________________
 DG3454  LAPLACE CORR-          -0.72  (seconds)                    DEFLEC99
 DG3454  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG3454
 DG3454  HORZ ORDER  -  THIRD
 DG3454
 DG3454.The horizontal coordinates were established by classical geodetic methods
 DG3454.and adjusted by the National Geodetic Survey in September 1997..
 DG3454
 DG3454.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3454.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3454
 DG3454.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3454
 DG3454.The geoid height was determined by GEOID03.
 DG3454
 DG3454;                    North         East     Units Scale Factor Converg.
 DG3454;SPC AL E     -   345,437.351   243,124.537   MT  0.99998292   +0 15 26.2
 DG3454;SPC GA W     -   401,390.296   588,467.239   MT  1.00005331   -0 39 55.7
 DG3454;SPC GA W     - 1,316,894.66  1,930,662.93   sFT  1.00005331   -0 39 55.7
 DG3454;UTM  16      - 3,720,600.682   651,340.261   MT  0.99988237   +0 54 11.9
 DG3454
 DG3454!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3454!SPC AL E     -   0.99994070  x   0.99998292  =   0.99992362
 DG3454!SPC GA W     -   0.99994070  x   1.00005331  =   0.99999401
 DG3454!UTM  16      -   0.99994070  x   0.99988237  =   0.99982308
 DG3454
 DG3454:                Primary Azimuth Mark                     Grid Az
 DG3454:SPC AL E     -  ET 7 CRH                                 269 46 12.6
 DG3454:SPC GA W     -  ET 7 CRH                                 270 41 34.5
 DG3454:UTM  16      -  ET 7 CRH                                 269 07 26.9
 DG3454
 DG3454|---------------------------------------------------------------------|
 DG3454| PID    Reference Object                     Distance      Geod. Az  |
 DG3454|                                                           dddmmss.s |
 DG3454| DG3460 ET 7 CRH                            APPROX.11.2 KM 2700138.8 |
 DG3454|---------------------------------------------------------------------|
 DG3454
 DG3454                          SUPERSEDED SURVEY CONTROL
 DG3454
 DG3454  NAD 83(1992)-  33 36 52.00116(N)    085 22 07.00821(W) AD(       ) 3
 DG3454  NAD 83(1986)-  33 36 52.00488(N)    085 22 07.00261(W) AD(       ) 3
 DG3454  NAD 27      -  33 36 51.61218(N)    085 22 07.17670(W) AD(       ) 3
 DG3454  NGVD 29 (07/19/86)  406.5    (m)         1334.     (f) VERT ANG       
 DG3454
 DG3454.Superseded values are not recommended for survey control.
 DG3454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3454.See file dsdata.txt to determine how the superseded data were derived.
 DG3454
 DG3454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC5134020601(NAD 83)
 DG3454_MARKER: DD = SURVEY DISK
 DG3454_SETTING: 0 = UNSPECIFIED SETTING
 DG3454_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG3454
 DG3454  HISTORY     - Date     Condition        Report By
 DG3454  HISTORY     - 1964     MONUMENTED       USGS
 DG3454
 DG3454                          STATION DESCRIPTION
 DG3454
 DG3454'DESCRIBED BY US GEOLOGICAL SURVEY 1964
 DG3454'HOPEWELL, 1.5 MI SE. OF INTERSECTION OF COUNTY ROADS 43 AND 49,
 DG3454'ALONG ROAD 49 TO DRIVE ON RIGHT AT ENTRANCE TO KRAFT PAPER COMPANY
 DG3454'OFFICE, THENCE 300 FT RIGHT TO OFFICE ON LEFT, 71.1 FT FROM SW.
 DG3454'CORNER OF OFFICE, 5.2 FT FROM SW. CORNER OF FENCED WEATHER STATION,
 DG3454'3 FT E. OF WITNESS POST, IN CONCRETE POST PROJECTING 5 IN., STANDARD
 DG3454'DISK STAMPED---ET 9 CRH 1964---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1513 ***********************************************************************
 EF1513  DESIGNATION -  ET 9 CRH
 EF1513  PID         -  EF1513
 EF1513  STATE/COUNTY-  AL/WINSTON
 EF1513  USGS QUAD   -  ARLEY (1983)
 EF1513
 EF1513                         *CURRENT SURVEY CONTROL
 EF1513  ___________________________________________________________________
 EF1513* NAD 83(1992)-  34 01 15.10776(N)    087 07 56.97617(W)     ADJUSTED  
 EF1513* NAVD 88     -       196.9    (meters)     646.     (feet)  VERTCON   
 EF1513  ___________________________________________________________________
 EF1513  LAPLACE CORR-          -3.56  (seconds)                    DEFLEC99
 EF1513  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 EF1513
 EF1513  HORZ ORDER  -  THIRD
 EF1513
 EF1513.The horizontal coordinates were established by classical geodetic methods
 EF1513.and adjusted by the National Geodetic Survey in December 1992..
 EF1513
 EF1513.The NAVD 88 height was computed by applying the VERTCON shift value to
 EF1513.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EF1513
 EF1513.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1513
 EF1513.The geoid height was determined by GEOID03.
 EF1513
 EF1513;                    North         East     Units Scale Factor Converg.
 EF1513;SPC AL W     -   445,893.431   633,941.543   MT  0.99994753   +0 12 20.2
 EF1513;UTM  16      - 3,764,477.172   487,767.512   MT  0.99960184   -0 04 26.9
 EF1513
 EF1513!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1513!SPC AL W     -   0.99997343  x   0.99994753  =   0.99992096
 EF1513!UTM  16      -   0.99997343  x   0.99960184  =   0.99957528
 EF1513
 EF1513                          SUPERSEDED SURVEY CONTROL
 EF1513
 EF1513  NAD 83(1986)-  34 01 15.11681(N)    087 07 56.97355(W) AD(       ) 3
 EF1513  NAD 27      -  34 01 14.73645(N)    087 07 56.93560(W) AD(       ) 3
 EF1513  NGVD 29 (07/19/86)  196.9    (m)          646.     (f) VERT ANG       
 EF1513
 EF1513.Superseded values are not recommended for survey control.
 EF1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1513.See file dsdata.txt to determine how the superseded data were derived.
 EF1513
 EF1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC8776864477(NAD 83)
 EF1513_MARKER: DD = SURVEY DISK
 EF1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1513_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF1513
 EF1513  HISTORY     - Date     Condition        Report By
 EF1513  HISTORY     - 1966     MONUMENTED       USGS
 EF1513
 EF1513                          STATION DESCRIPTION
 EF1513
 EF1513'DESCRIBED BY US GEOLOGICAL SURVEY 1966
 EF1513'ARLEY, 1.1 MI E. OF POST OFFICE, ALONG PAVED RD. TO Y-RD., THENCE
 EF1513'RIGHT 2.6 MI TO Y-RD., THENCE 0.8 MI RIGHT TO Y-RD., THENCE 2.7 MI
 EF1513'RIGHT ALONG DIRT RD. TO CURVE TO RIGHT AND POWERLINE, ABOUT 500 FT
 EF1513'DOWN POWERLINE AT -T- FORMED BY POWERLINE RIGHT-OF-WAY, 2 FT E. OF
 EF1513'POWER POLE, IN CONCRETE POST, STANDARD DISK
 EF1513'STAMPED---ET 9 CRH 1966---.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1830 ***********************************************************************
 DJ1830  DESIGNATION -  ETHELSVILLE
 DJ1830  PID         -  DJ1830
 DJ1830  STATE/COUNTY-  AL/PICKENS
 DJ1830  USGS QUAD   -  ETHELSVILLE (1985)
 DJ1830
 DJ1830                         *CURRENT SURVEY CONTROL
 DJ1830  ___________________________________________________________________
 DJ1830* NAD 83(1992)-  33 25 44.74554(N)    088 13 56.00917(W)     ADJUSTED  
 DJ1830* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 DJ1830  ___________________________________________________________________
 DJ1830  LAPLACE CORR-          -0.12  (seconds)                    DEFLEC99
 DJ1830  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 DJ1830
 DJ1830  HORZ ORDER  -  THIRD
 DJ1830
 DJ1830.The horizontal coordinates were established by classical geodetic methods
 DJ1830.and adjusted by the National Geodetic Survey in December 1992..
 DJ1830
 DJ1830.The orthometric height was scaled from a topographic map.
 DJ1830
 DJ1830.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1830
 DJ1830.The geoid height was determined by GEOID03.
 DJ1830
 DJ1830;                    North         East     Units Scale Factor Converg.
 DJ1830;SPC AL W     -   380,439.301   531,908.198   MT  0.99999048   -0 24 12.2
 DJ1830;SPC MS E     -   435,788.829   355,899.643   MT  0.99998851   +0 19 52.2
 DJ1830;SPC MS E     - 1,429,750.52  1,167,647.41   sFT  0.99998851   +0 19 52.2
 DJ1830;UTM  16      - 3,699,536.876   385,447.617   MT  0.99976178   -0 40 44.1
 DJ1830
 DJ1830!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1830!SPC AL W     -   0.99998672  x   0.99999048  =   0.99997720
 DJ1830!SPC MS E     -   0.99998672  x   0.99998851  =   0.99997523
 DJ1830!UTM  16      -   0.99998672  x   0.99976178  =   0.99974850
 DJ1830
 DJ1830|---------------------------------------------------------------------|
 DJ1830| PID    Reference Object                     Distance      Geod. Az  |
 DJ1830|                                                           dddmmss.s |
 DJ1830| CF9671 ETHELSVILLE RM 1                     32.452 METERS 06401     |
 DJ1830| CF9672 ETHELSVILLE RM 2                     26.558 METERS 14007     |
 DJ1830| CF9670 ETHELSVILLE AZ MK                                  3542501.2 |
 DJ1830|---------------------------------------------------------------------|
 DJ1830
 DJ1830                          SUPERSEDED SURVEY CONTROL
 DJ1830
 DJ1830  NAD 83(1986)-  33 25 44.75078(N)    088 13 56.01058(W) AD(       ) 3
 DJ1830  NAD 27      -  33 25 44.32700(N)    088 13 55.88900(W) AD(       ) 3
 DJ1830
 DJ1830.Superseded values are not recommended for survey control.
 DJ1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1830.See file dsdata.txt to determine how the superseded data were derived.
 DJ1830
 DJ1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8544899537(NAD 83)
 DJ1830_MARKER: DS = TRIANGULATION STATION DISK
 DJ1830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1830
 DJ1830  HISTORY     - Date     Condition        Report By
 DJ1830  HISTORY     - 1955     MONUMENTED       CGS
 DJ1830  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ1830  HISTORY     - 19680315 GOOD             CGS
 DJ1830  HISTORY     - 1974     GOOD             LOCENG
 DJ1830
 DJ1830                          STATION DESCRIPTION
 DJ1830
 DJ1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1830'STATION IS LOCATED ALONG U.S. HIGHWAY 82, ABOUT 12 MILES
 DJ1830'SOUTHEAST OF COLUMBUS, ABOUT 1.2 MILES NORTHWEST OF ETHELSVILLE
 DJ1830'AND ON PROPERTY OWNED BY R.L. WILCO.  IT IS 71 FEET SOUTHWEST
 DJ1830'OF THE CENTER OF U.S. HIGHWAY 82, 42 FEET WEST OF A POWER LINE
 DJ1830'POLE AND 5 FEET WEST OF A WHITE WITNESS POST.  THE MARK IS
 DJ1830'FLUSH AND THE DISK IS STAMPED ETHELSVILLE 1955.
 DJ1830'
 DJ1830'REFERENCE MARK NO. 1 IS 40 FEET NORTHWEST OF A TELEPHONE POLE
 DJ1830'AND 35 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY.  THE MARK
 DJ1830'PROJECTS 2 INCHES AND THE DISK IS STAMPED ETHELSVILLE NO 1 1955.
 DJ1830'
 DJ1830'REFERENCE MARK NO. 2 IS 68 FEET SOUTH OF A POWER LINE POLE, 61
 DJ1830'FEET SOUTHWEST OF THE CENTER OF THE HIGHWAY AND 1 FOOT NORTHEAST
 DJ1830'OF A FENCE LINE.  THE MARK PROJECTS 1 INCH AND THE DISK IS
 DJ1830'STAMPED ETHELSVILLE NO 2 1955.
 DJ1830'
 DJ1830'TO REACH THE STATION FROM THE DEPOT IN ETHELSVILLE GO NORTHEAST
 DJ1830'ON A GRAVELED STREET FOR 0.1 MILE TO U.S. HIGHWAY 82, TURN LEFT
 DJ1830'ON HIGHWAY 82 AND GO NORTHWEST FOR 1.45 MILES TO THE STATION
 DJ1830'ON THE LEFT AS DESCRIBED.
 DJ1830'
 DJ1830'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTHWEST ON
 DJ1830'U.S. HIGHWAY 82 FOR 0.25 MILE TO A GRAVELED SIDE ROAD RIGHT, TURN
 DJ1830'RIGHT AND GO NORTH FOR 0.1 MILE TO THE MARK ON THE RIGHT AS
 DJ1830'DESCRIBED.
 DJ1830'
 DJ1830'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DJ1830
 DJ1830                          STATION RECOVERY (1966)
 DJ1830
 DJ1830'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ1830'STATION SITE FALLS IN BORROW DITCH WHICH LOOKS LIKE IT HAS BEEN
 DJ1830'GRADED LATELY.  PROBABLY DESTROYED.
 DJ1830'
 DJ1830'R.M. 2 FOUND IN EDGE OF FIELD.
 DJ1830'
 DJ1830'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- ABOUT 1.2 MI.
 DJ1830'NW OF ETHELSVILLE ON HWY 82
 DJ1830
 DJ1830                          STATION RECOVERY (1968)
 DJ1830
 DJ1830'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DJ1830'RECOVERED IN GOOD CONDITION.
 DJ1830
 DJ1830                          STATION RECOVERY (1974)
 DJ1830
 DJ1830'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB)
 DJ1830'ETHELSVILLE 1955 RECOVERED EXCELLENT.  FOUND ALL MARKS.  1966
 DJ1830'RECOVERY NOTE HAD INDICATED IT WAS PROBABLY GONE BUT IT ISNT.
 DJ1830'DESCRIPTION GOOD.
 DJ1830'
 DJ1830'DISTANCE AND DIRECTION FROM NEAREST TOWN--1.2 M. N.W. ETHELSVILLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2226 ***********************************************************************
 CN2226  DESIGNATION -  ETHRIDGE RESET
 CN2226  PID         -  CN2226
 CN2226  STATE/COUNTY-  AL/DALLAS
 CN2226  USGS QUAD   -  CARLOWVILLE (1987)
 CN2226
 CN2226                         *CURRENT SURVEY CONTROL
 CN2226  ___________________________________________________________________
 CN2226* NAD 83(1992)-  32 04 46.18566(N)    087 03 29.43870(W)     ADJUSTED  
 CN2226* NAVD 88     -       145.273  (meters)     476.62   (feet)  ADJUSTED  
 CN2226  ___________________________________________________________________
 CN2226  X           -     277,625.055 (meters)                     COMP
 CN2226  Y           -  -5,402,352.784 (meters)                     COMP
 CN2226  Z           -   3,367,966.433 (meters)                     COMP
 CN2226  LAPLACE CORR-           0.43  (seconds)                    DEFLEC99
 CN2226  ELLIP HEIGHT-         117.87  (meters)          (07/29/02) GPS OBS
 CN2226  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CN2226  DYNAMIC HT  -         145.107 (meters)     476.07  (feet)  COMP
 CN2226  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CN2226
 CN2226  HORZ ORDER  -  FIRST
 CN2226  VERT ORDER  -  SECOND    CLASS 0
 CN2226  ELLP ORDER  -  FOURTH    CLASS I
 CN2226
 CN2226.The horizontal coordinates were established by GPS observations
 CN2226.and adjusted by the National Geodetic Survey in December 1992..
 CN2226
 CN2226.The orthometric height was determined by differential leveling
 CN2226.and adjusted by the National Geodetic Survey in June 1991..
 CN2226
 CN2226.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN2226
 CN2226.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2226
 CN2226.The ellipsoidal height was determined by GPS observations
 CN2226.and is referenced to NAD 83.
 CN2226
 CN2226.The geoid height was determined by GEOID03.
 CN2226
 CN2226.The dynamic height is computed by dividing the NAVD 88
 CN2226.geopotential number by the normal gravity value computed on the
 CN2226.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2226.degrees latitude (g = 980.6199 gals.).
 CN2226
 CN2226.The modeled gravity was interpolated from observed gravity values.
 CN2226
 CN2226;                    North         East     Units Scale Factor Converg.
 CN2226;SPC AL W     -   230,624.193   641,710.543   MT  0.99995478   +0 14 04.8
 CN2226;UTM  16      - 3,549,248.763   494,509.578   MT  0.99960037   -0 01 51.2
 CN2226
 CN2226!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2226!SPC AL W     -   0.99998149  x   0.99995478  =   0.99993627
 CN2226!UTM  16      -   0.99998149  x   0.99960037  =   0.99958187
 CN2226
 CN2226|---------------------------------------------------------------------|
 CN2226| PID    Reference Object                     Distance      Geod. Az  |
 CN2226|                                                           dddmmss.s |
 CN2226| CN2224 ETHRIDGE RM 1                        25.000 METERS 11025     |
 CN2226| CN2225 ETHRIDGE RM 2                        17.684 METERS 19802     |
 CN2226| CN2177 TURNER                              APPROX.17.5 KM 2480033.4 |
 CN2226|---------------------------------------------------------------------|
 CN2226
 CN2226                          SUPERSEDED SURVEY CONTROL
 CN2226
 CN2226  ELLIP H (12/04/92)  117.97   (m)                       GP(       ) 4 1
 CN2226  NAD 83(1986)-  32 04 46.19581(N)    087 03 29.44423(W) AD(       ) 1
 CN2226  NAD 83(1986)-  32 04 46.19581(N)    087 03 29.44423(W) AD(       ) 1
 CN2226  NAD 27      -  32 04 45.67900(N)    087 03 29.49600(W) AD(       ) 1
 CN2226  NGVD 29 (??/??/92)  145.239  (m)          476.50   (f) ADJ UNCH    2 0
 CN2226
 CN2226.Superseded values are not recommended for survey control.
 CN2226.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2226.See file dsdata.txt to determine how the superseded data were derived.
 CN2226
 CN2226_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA9451049249(NAD 83)
 CN2226_MARKER: DS = TRIANGULATION STATION DISK
 CN2226_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2226_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2226_STAMPING: ETHRIDGE 1892 1933
 CN2226_MARK LOGO: CGS   
 CN2226_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN2226_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2226+STABILITY: SURFACE MOTION
 CN2226_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN2226+SATELLITE: SATELLITE OBSERVATIONS - March 01, 1994
 CN2226
 CN2226  HISTORY     - Date     Condition        Report By
 CN2226  HISTORY     - 1933     MONUMENTED       CGS
 CN2226  HISTORY     - 1944     GOOD             CGS
 CN2226  HISTORY     - 1950     GOOD             NGS
 CN2226  HISTORY     - 1963     GOOD             CGS
 CN2226  HISTORY     - 19910827 GOOD             ALHD
 CN2226  HISTORY     - 19920319 GOOD             ALHD
 CN2226  HISTORY     - 19940301 GOOD             ALHD
 CN2226
 CN2226                          STATION DESCRIPTION
 CN2226
 CN2226'DESCRIBED BY COAST AND GEODETIC SURVEY 1933 (ERM)
 CN2226'STATION RECOVERED AS DESCRIBED.
 CN2226'
 CN2226'A STANDARD DISK, STAMPED ETHRIDGE 1892 1933, WAS SET IN ORIGINAL
 CN2226'HOLE OF LARGE LIMESTONE ROCK, WHICH WAS ORIGINALLY 9-1/2 INCHES
 CN2226'BELOW GROUND SURFACE.  IT IS NOW ABOUT 6 INCHES.  THE JUG UNDER
 CN2226'THE SURFACE STONE WAS TESTED AND FOUND TO BE EXACTLY UNDER THE
 CN2226'DRILL HOLE IN ROCK.  NO ADDITIONAL UNDERGROUND MARK OTHER THAN
 CN2226'THE JUG WAS SET, AS THE BOTTOM OF THE ROCK WAS TOO CLOSE TO GET
 CN2226'A TABLET UNDER IT WITHOUT DISTURBING THE JUG.
 CN2226'
 CN2226'REFERENCE MARKS WERE SET AS FOLLOWS- CUT GRANITE STONES 5 BY 5
 CN2226'INCHES AND 2-1/2 FEET LONG WERE SET IN CONCRETE BASES, AND
 CN2226'PROJECT ABOUT 10 INCHES ABOVE THE GROUND.  REFERENCE MARK 1 AND
 CN2226'REFERENCE MARK 2 ARE BRONZE DISKS.  THEY ARE STAMPED ETHRIDGE
 CN2226'1933.
 CN2226'
 CN2226'REFERENCE MARK 1 IS S 71 DEG E, DISTANT 82.02
 CN2226'FEET, 25.00 METERS.
 CN2226'
 CN2226'REFERENCE MARK 2 IS IN S 16 DEG 36 MIN W,
 CN2226'DISTANT 58.14 FEET, 17.72 METERS.
 CN2226'
 CN2226'DISTANCE FROM REFERENCE MARK 1 TO REFERENCE MARK 2 IS 98.42 FEET,
 CN2226'30.00 METERS.
 CN2226'
 CN2226'THE HILL IS BARE-TOPPED AND ROUNDING.  TO REACH STATION, GO S
 CN2226'ON CAMDEN ROAD FROM CARLOWVILLE FOR 2.9 MILES TO A WOODS ROAD,
 CN2226'BEARING RIGHT ALONG TOP OF RIDGE FOR 0.9 MILE FROM MAIN ROAD.
 CN2226'MR. F.R. WALKER, WHO LIVES ON THE E SIDE OF THE MAIN ROAD CAN
 CN2226'DIRECT PARTY TO STATION.  IT IS ON PROPERTY OF MRS. B.L.
 CN2226'YOUNGBLOOD.
 CN2226'
 CN2226'NO TIMBER OF ANY VALUE IS LEFT ON THIS HILL.  A 30-FOOT TOWER
 CN2226'WILL BE HIGH ENOUGH TO SEE OUT AND TO OTHER STATIONS.  SUPPLIES
 CN2226'IN CAMDEN OR MINTERS STATION ON RAILROAD.
 CN2226
 CN2226                          STATION RECOVERY (1944)
 CN2226
 CN2226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 CN2226'STATION RECOVERED AS DESCRIBED IN 1933.  ALL MARKS WERE FOUND IN
 CN2226'GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS-
 CN2226'
 CN2226'STATION IS LOCATED ABOUT 2 MILES SW OF THE VILLAGE OF CARLOWVILLE
 CN2226'AND IS ON THE SUMMIT OF THE HIGHEST HILL OF THE GROUP LOCALLY KNOWN
 CN2226'AS THE WILD CAT HILLS.  IT IS 0.5 MILE W OF STATE HIGHWAY 100 AND
 CN2226'45 FEET N OF A TRIANGULAR-BLAZED 10-INCH PECAN TREE.
 CN2226'
 CN2226'THE SURFACE STATION MARK IS A BRONZE DISK SET IN THE TOP OF A
 CN2226'7- BY 7-INCH LIMESTONE ROCK AND IS 4 INCHES BELOW THE GROUND.  IT
 CN2226'IS STAMPED ETHRIDGE 1892 1933.
 CN2226'
 CN2226'REFERENCE MARK 1 IS 25.00 METERS (82.02 FEET) NNE OF THE
 CN2226'STATION.  IT IS SET IN THE TOP OF A 7-BY 7-INCH LIMESTONE ROCK AND
 CN2226'IS STAMPED ETHRIDGE 1 1933.  IT PROJECTS ABOUT 9 INCHES.
 CN2226'
 CN2226'REFERENCE MARK 2 IS 17.684 METERS (58.01 FEET) ESE OF THE
 CN2226'STATION, 18 FEET SE OF A TRIANGULAR-BLAZED 10-INCH PECAN TREE,
 CN2226'AND IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT
 CN2226'IS SET IN THE TOP OF A 7- BY 7-INCH LIMESTONE ROCK, STAMPED
 CN2226'ETHRIDGE 2 1933 AND PROJECTS ABOUT 5 INCHES.
 CN2226'
 CN2226'AN AZIMUTH MARK WAS NOT ESTABLISHED AS A SUITABLE LOCATION COULD
 CN2226'NOT BE FOUND.
 CN2226'
 CN2226'TO REACH THE STATION FROM THE SE CORNER OF THE WILCOX COUNTY
 CN2226'COURTHOUSE SQUARE IN THE TOWN OF CAMDEN, GO E ON STATE HIGHWAY 10
 CN2226'FOR 4.35 MILES TO THE JUNCTION OF STATE HIGHWAY 11, HERE TURN
 CN2226'LEFT ON HIGHWAY 11 AND GO 9.2 MILES TO THE JUNCTION OF STATE
 CN2226'HIGHWAY 100, THENCE LEFT ON STATE HIGHWAYS 11 AND 100 FOR 1 MILE
 CN2226'TO WHERE HIGHWAY 11 TURNS LEFT, HERE TURN LEFT AND GO 4.9 MILES
 CN2226'TO A DIRT T-ROAD LEFT, TURN LEFT AND GO 1.0 MILE TO THE TOP OF
 CN2226'THE GRADE, THENCE RIGHT ON WOODS ROAD UPHILL FOR 0.5 MILE TO A
 CN2226'Y-INTERSECTION, HERE KEEP STRAIGHT AHEAD FOR 0.25 MILE,
 CN2226'THENCE LEFT 0.05 MILE TO STATION.
 CN2226
 CN2226                          STATION RECOVERY (1950)
 CN2226
 CN2226'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 CN2226'3.75 MI SW FROM CARLOWVILLE.
 CN2226'ABOUT 1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE JUNCTION
 CN2226'OF THE MINTER ROAD AT CARLOWVILLE, THENCE ABOUT 0.95 MILE WEST ALONG A
 CN2226'GRAVEL ROAD LEADING TO TILDEN, THENCE ABOUT 0.9 MILE NORTHEAST ALONG A
 CN2226'DIM WOODS ROAD, THENCE ABOUT 340 FEET NORTHWEST ALONG A DIM ROAD TO
 CN2226'THE TOP OF A HILL LOCALLY KNOWN AS WILD CAT HILL, 82 1/2 FEET
 CN2226'WEST-NORTHWEST OF R.M. NO. 1, 71.8 FEET NORTH-NORTHEAST OF A
 CN2226'TRIANGULAR BLAZED 18-INCH PINE TREE, 58 FEET NORTH-NORTHEAST OF R.M.
 CN2226'NO. 2, 65 1/2 FEET NORTH-NORTHWEST OF A TRIANGULAR BLAZED 16-INCH
 CN2226'HICKORY TREE, 33 1/2 FEET WEST-NORTHWEST OF A 16-INCH FORKED PINE TREE
 CN2226'AND SET IN THE TOP OF A STONE POST ABOUT 4 INCHES UNDERGROUND.
 CN2226
 CN2226                          STATION RECOVERY (1963)
 CN2226
 CN2226'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (AKH)
 CN2226'THE STATION WAS VISITED 7-2-63 AND ALL MARKS WERE FOUND IN GOOD
 CN2226'CONDITION.  THE STATION IS ON A HIGH WOODED HILL, THEREFORE NOT
 CN2226'MUCH CAN BE ADDED TO THE 1944 DESCRIPTION, OUTSIDE OF A
 CN2226'CORRECTION IN THE TO REACH FOR THE STATION AND THE CARDINAL
 CN2226'DIRECTIONS TO THE REFERENCE MARKS.  A NEW DESCRIPTION FOLLOWS.
 CN2226'
 CN2226'THE STATION IS LOCATED ABOUT 2 MILES SOUTH OF RICHMOND, 1.75 MILES
 CN2226'SOUTHWEST OF CARLOWVILLE, AND ABOUT 4 MILES WEST OF MINTER, ON THE
 CN2226'HIGHEST ONE OF A GROUP LOCALLY KNOWN AS THE WILDCAT HILLS, ABOUT
 CN2226'50 PACES NORTH OF A WOOD ROAD, 0.5 MILE WEST OF STATE HIGHWAY 100
 CN2226'AND 45 FEET NORTH OF AN 18-INCH TRIANGULAR BLAZED HICKORY TREE.
 CN2226'THE TOP OF THE HILL IS NOW QUITE HEAVILY WOODED AND IS ABOUT
 CN2226'0.25 MILE EAST OF A HILL WHICH IS NOT QUITE AS HIGH.  IT IS A
 CN2226'STANDARD DISK SET IN THE TOP OF A 7-INCH SQUARE LIMESTONE ROCK
 CN2226'WHICH IS ABOUT 4 INCHES BELOW THE SURFACE OF THE GROUND.
 CN2226'PREVIOUS DESCRIPTIONS DESCRIBE THE SUB-SURFACE MARK AS
 CN2226'BEING A 1-GALLON JUG, 6 BY 11 INCHES, BURIED MOUTH UPWARD 2 OR 3
 CN2226'FEET BELOW THE SURFACE OF THE GROUND, THE CENTER OF THE MOUTH OF
 CN2226'THE JUG MARKING THE CENTER, OF THE STATION.  THE SURFACE MARK
 CN2226'DISK IS STAMPED ETHRIDGE 1892 1933.
 CN2226'
 CN2226'REFERENCE MARK NO. 1 IS 82.02 FEET ESE OF THE STATION, AND ABOUT
 CN2226'THE SAME ELEVATION AS THE STATION.  IT IS AT THE EAST END OF A
 CN2226'SMALL CLEARING ON THE TOP OF THE RIDGE.  IT IS A STANDARD DISK,
 CN2226'STAMPED ETHRIDGE NO 1 1933 SET IN THE TOP OF A 7-INCH SQUARE
 CN2226'LIMESTONE POST PROJECTING ABOUT 6 INCHES.
 CN2226'
 CN2226'REFERENCE MARK NO. 2 IS 58.01 FEET WEST-SOUTHWEST OF THE STATION
 CN2226'AND ABOUT 4 FEET LOWER THAN THE STATION, 18 FEET SOUTHWEST OF THE
 CN2226'18-INCH TRIANGULAR BLAZED HICKORY TREE.  IT IS A STANDARD DISK
 CN2226'STAMPED ETHRIDGE NO 2 1933, SET IN THE TOP OF 7-INCH SQUARE
 CN2226'LIMESTONE POST PROJECTING ABOUT 4 INCHES.
 CN2226'
 CN2226'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 98.42
 CN2226'FEET.
 CN2226'
 CN2226'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF THE WILCOX
 CN2226'COUNTY COURTHOUSE SQUARE IN CAMDEN, GO EAST ON STATE HIGHWAY 10
 CN2226'FOR 4.35 MILES TO THE JUNCTION WITH STATE HIGHWAY 11, TURN LEFT
 CN2226'AND GO 9.2 MILES ON STATE HIGHWAY 11 TO THE JUNCTION WITH STATE
 CN2226'HIGHWAY 100, TURN LEFT ON STATE HIGHWAY 100 AND 11 AND GO
 CN2226'1.0 MILE TO WHERE STATE HIGHWAY 11 TURNS RIGHT, TURN LEFT
 CN2226'ON STATE HIGHWAY 100 AND GO NORTH FOR 4.9 MILES TO A DIRT
 CN2226'T ROAD LEFT, TURN LEFT AND GO 1.0 MILE TO THE TOP OF A HILL
 CN2226'AND A WOODS ROAD RIGHT LEADING UP HILL TURN RIGHT THROUGH
 CN2226'GATE AND FOLLOW WOODS ROAD FOR 0.25 MILE TO A FORKS AT THE
 CN2226'BOTTOM OF A HILL, KEEP RIGHT FORK AND GO UP HILL TO THE TOP
 CN2226'OF THE SECOND HILL, A DISTANCE OF ABOUT 0.3 MILE TO THE
 CN2226'STATION ON THE LEFT ON THE TOP OF THE RIDGE.
 CN2226
 CN2226                          STATION RECOVERY (1991)
 CN2226
 CN2226'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN2226'THE STATION IS LOCATED IN DALLAS COUNTY ON PROPERTY OWNED BY MR. LEE
 CN2226'GREENE, ABOUT 10.90 MI (17.54 KM) NORTH OF OAK HILL AND ABOUT 19.10
 CN2226'MI (30.74 KM) SOUTHEAST OF ORRVILLE.  THERE ARE LOCKED GATES INTO THE
 CN2226'STATION.
 CN2226'TO REACH THE STATION FROM THE JUNCTION OF U.S. 80 AND ALA 41 SOUTH
 CN2226'(MILE POST 123.20 ON ALA 41 AND MILE POST 90.45 ON U.S. 80) IN SELMA,
 CN2226'DRIVE SOUTH ON ALA 41 FOR 17.55 MI (28.24 KM) TO MILE POST 105.65 ON
 CN2226'ALA 41 AND ALA 89 ON THE LEFT (MILE POST 11.80 ON ALA 89), TURN LEFT
 CN2226'ON ALA 89 AND DRIVE SOUTHEAST AND SOUTH FOR 7.10 MI (11.43 KM) TO
 CN2226'MILE POST 4.70 AND DALLAS COUNTY GRAVEL ROAD NO. 412 ON THE RIGHT,
 CN2226'TURN RIGHT ON DALLAS COUNTY GRAVEL ROAD NO. 412 AND DRIVE WEST AND
 CN2226'NORTHWEST FOR 1.00 MI (1.61 KM) TO A WOODS ROAD WITH A METAL GATE ON
 CN2226'THE RIGHT (KEY I 1 FITS THIS LOCK), TURN RIGHT ON THE WOODS ROAD AND
 CN2226'DRIVE EAST FOR 0.70 MI (1.13 KM) TO A PIPE GATE (KEY I 2 FITS THIS
 CN2226'LOCK), CONTINUE EAST FOR 0.30 MI (0.48 KM) TO THE STATION ON THE LEFT
 CN2226'ON TOP OF THE SECOND RIDGE.
 CN2226'THE STATION IS 3.0 FT (0.9 M) SOUTH OF A CARSONITE WITNESS POST, 3.0
 CN2226'FT (0.9 M) NORTH OF A CARSONITE WITNESS POST, AND SET FOUR INCHES
 CN2226'UNDERGROUND.
 CN2226'ELEVATION 476.505 FEET (145.239 M) .
 CN2226'STATION 24-9 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN2226
 CN2226                          STATION RECOVERY (1992)
 CN2226
 CN2226'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1992
 CN2226'RECOVERED IN GOOD CONDITION.
 CN2226
 CN2226                          STATION RECOVERY (1994)
 CN2226
 CN2226'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1994 (JDS)
 CN2226'RECOVERED AS DESCRIBED EXCEPT FOR THE FOLLOWING.  THE STATION AND ITS
 CN2226'RM'S ARE IN DALLAS COUNTY AND NOT WILCOX COUNTY.  THERE ARE TWO PID'S
 CN2226'FOR THE STATION AND CINDY CRAIG IS LOOKING INTO FIXING THAT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2224 ***********************************************************************
 CN2224  DESIGNATION -  ETHRIDGE RM 1
 CN2224  PID         -  CN2224
 CN2224  STATE/COUNTY-  AL/DALLAS
 CN2224  USGS QUAD   -  CARLOWVILLE (1987)
 CN2224
 CN2224                         *CURRENT SURVEY CONTROL
 CN2224  ___________________________________________________________________
 CN2224* NAD 83(1986)-  32 04 46.     (N)    087 03 29.     (W)     SCALED    
 CN2224* NAVD 88     -       144.737  (meters)     474.86   (feet)  ADJUSTED  
 CN2224  ___________________________________________________________________
 CN2224  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CN2224  DYNAMIC HT  -         144.572 (meters)     474.32  (feet)  COMP
 CN2224  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CN2224
 CN2224  VERT ORDER  -  SECOND    CLASS 0
 CN2224
 CN2224.The horizontal coordinates were scaled from a topographic map and have
 CN2224.an estimated accuracy of +/- 6 seconds.
 CN2224
 CN2224.The orthometric height was determined by differential leveling
 CN2224.and adjusted by the National Geodetic Survey in June 1991..
 CN2224
 CN2224.The geoid height was determined by GEOID03.
 CN2224
 CN2224.The dynamic height is computed by dividing the NAVD 88
 CN2224.geopotential number by the normal gravity value computed on the
 CN2224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2224.degrees latitude (g = 980.6199 gals.).
 CN2224
 CN2224.The modeled gravity was interpolated from observed gravity values.
 CN2224
 CN2224;                    North         East    Units  Estimated Accuracy
 CN2224;SPC AL W     -   230,620.      641,720.      MT  (+/- 180 meters Scaled)
 CN2224
 CN2224                          SUPERSEDED SURVEY CONTROL
 CN2224
 CN2224  NGVD 29 (??/??/92)  144.703  (m)          474.75   (f) ADJ UNCH    2 0
 CN2224
 CN2224.Superseded values are not recommended for survey control.
 CN2224.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2224.See file dsdata.txt to determine how the superseded data were derived.
 CN2224
 CN2224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA945492(NAD 83)
 CN2224_MARKER: DR = REFERENCE MARK DISK
 CN2224_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2224_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2224_STAMPING: ETHRIDGE 1 1933
 CN2224_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2224+STABILITY: SURFACE MOTION
 CN2224
 CN2224  HISTORY     - Date     Condition        Report By
 CN2224  HISTORY     - 1933     MONUMENTED       CGS
 CN2224  HISTORY     - 1950     GOOD             NGS
 CN2224
 CN2224                          STATION DESCRIPTION
 CN2224
 CN2224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2224'3.75 MI SW FROM CARLOWVILLE.
 CN2224'ABOUT 1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE JUNCTION
 CN2224'OF THE MINTER ROAD AT CARLOWVILLE, THENCE ABOUT 0.95 MILE WEST ALONG A
 CN2224'GRAVEL ROAD LEADING TO TILDEN, THENCE ABOUT 0.9 MILE NORTHEAST ALONG A
 CN2224'DIM WOODS ROAD, THENCE ABOUT 0.05 MILE NORTHWEST ALONG A DIM ROAD TO
 CN2224'THE TOP OF A HILL LOCALLY KNOWN AS WILD CAT HILL, 98 1/2 FEET
 CN2224'EAST-NORTHEAST OF R.M. NO. 2, 82 1/2 FEET EAST-SOUTHEAST OF THE
 CN2224'STATION, 48.8 FEET EAST-SOUTHEAST OF A FORKED 16-INCH PINE TREE, 76
 CN2224'FEET EAST-NORTHEAST OF A TRIANGULAR BLAZED 16-INCH HICKORY TREE, AND
 CN2224'SET IN THE TOP OF A STONE POST PROJECTING ABOUT 10 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2225 ***********************************************************************
 CN2225  DESIGNATION -  ETHRIDGE RM 2
 CN2225  PID         -  CN2225
 CN2225  STATE/COUNTY-  AL/DALLAS
 CN2225  USGS QUAD   -  CARLOWVILLE (1987)
 CN2225
 CN2225                         *CURRENT SURVEY CONTROL
 CN2225  ___________________________________________________________________
 CN2225* NAD 83(1986)-  32 04 46.     (N)    087 03 29.     (W)     SCALED    
 CN2225* NAVD 88     -       144.399  (meters)     473.75   (feet)  ADJUSTED  
 CN2225  ___________________________________________________________________
 CN2225  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 CN2225  DYNAMIC HT  -         144.234 (meters)     473.21  (feet)  COMP
 CN2225  MODELED GRAV-     979,496.6   (mgal)                       NAVD 88
 CN2225
 CN2225  VERT ORDER  -  SECOND    CLASS 0
 CN2225
 CN2225.The horizontal coordinates were scaled from a topographic map and have
 CN2225.an estimated accuracy of +/- 6 seconds.
 CN2225
 CN2225.The orthometric height was determined by differential leveling
 CN2225.and adjusted by the National Geodetic Survey in June 1991..
 CN2225
 CN2225.The geoid height was determined by GEOID03.
 CN2225
 CN2225.The dynamic height is computed by dividing the NAVD 88
 CN2225.geopotential number by the normal gravity value computed on the
 CN2225.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2225.degrees latitude (g = 980.6199 gals.).
 CN2225
 CN2225.The modeled gravity was interpolated from observed gravity values.
 CN2225
 CN2225;                    North         East    Units  Estimated Accuracy
 CN2225;SPC AL W     -   230,620.      641,720.      MT  (+/- 180 meters Scaled)
 CN2225
 CN2225                          SUPERSEDED SURVEY CONTROL
 CN2225
 CN2225  NGVD 29 (??/??/92)  144.365  (m)          473.64   (f) ADJ UNCH    2 0
 CN2225
 CN2225.Superseded values are not recommended for survey control.
 CN2225.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2225.See file dsdata.txt to determine how the superseded data were derived.
 CN2225
 CN2225_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA945492(NAD 83)
 CN2225_MARKER: DR = REFERENCE MARK DISK
 CN2225_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2225_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2225_STAMPING: ETHRIDGE 2 1933
 CN2225_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2225+STABILITY: SURFACE MOTION
 CN2225
 CN2225  HISTORY     - Date     Condition        Report By
 CN2225  HISTORY     - 1933     MONUMENTED       CGS
 CN2225  HISTORY     - 1950     GOOD             NGS
 CN2225
 CN2225                          STATION DESCRIPTION
 CN2225
 CN2225'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2225'3.75 MI SW FROM CARLOWVILLE.
 CN2225'ABOUT 1.85 MILES SOUTHWEST ALONG STATE HIGHWAY 100 FROM THE JUNCTION
 CN2225'OF THE MINTER ROAD AT CARLOWVILLE, THENCE ABOUT 0.95 MILE WEST ALONG A
 CN2225'GRAVEL ROAD LEADING TO TILDEN, THENCE ABOUT 0.9 MILE NORTHEAST ALONG A
 CN2225'DIM WOODS ROAD, THENCE ABOUT 0.05 MILE NORTHWEST ALONG A DIM ROAD TO
 CN2225'THE TOP OF A HILL LOCALLY KNOWN AS WILD CAT HILL, 98 1/2 FEET
 CN2225'WEST-SOUTHWEST OF R.M. NO. 1, 58 FEET SOUTH-SOUTHWEST OF THE STATION
 CN2225'MARK, 29 1/2 FEET WEST OF A TRIANGULAR BLAZED 16-INCH HICKORY TREE, 13
 CN2225'1/2 FEET NORTH OF A TRIANGULAR BLAZED 18-INCH PINE TREE, AND SET IN
 CN2225'THE TOP OF A STONE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1186 ***********************************************************************
 CO1186  DESIGNATION -  EUBANKS
 CO1186  PID         -  CO1186
 CO1186  STATE/COUNTY-  AL/CHOCTAW
 CO1186  USGS QUAD   -  GASTON (1986)
 CO1186
 CO1186                         *CURRENT SURVEY CONTROL
 CO1186  ___________________________________________________________________
 CO1186* NAD 83(1992)-  32 16 09.58085(N)    088 09 36.08382(W)     ADJUSTED  
 CO1186* NAVD 88     -       109.78   (+/-2cm)     360.2    (feet)  VERTCON   
 CO1186  ___________________________________________________________________
 CO1186  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CO1186  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CO1186
 CO1186  HORZ ORDER  -  FIRST
 CO1186  VERT ORDER  -  THIRD ? (See Below)
 CO1186
 CO1186.The horizontal coordinates were established by classical geodetic methods
 CO1186.and adjusted by the National Geodetic Survey in May 1994..
 CO1186
 CO1186.The NAVD 88 height was computed by applying the VERTCON shift value to
 CO1186.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CO1186.The vertical order pertains to the NGVD 29 superseded value.
 CO1186
 CO1186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1186
 CO1186.The geoid height was determined by GEOID03.
 CO1186
 CO1186;                    North         East     Units Scale Factor Converg.
 CO1186;SPC AL W     -   251,779.044   537,818.874   MT  0.99998100   -0 21 08.6
 CO1186;UTM  16      - 3,570,879.834   390,747.866   MT  0.99974719   -0 37 09.8
 CO1186
 CO1186!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1186!SPC AL W     -   0.99998719  x   0.99998100  =   0.99996819
 CO1186!UTM  16      -   0.99998719  x   0.99974719  =   0.99973438
 CO1186
 CO1186|---------------------------------------------------------------------|
 CO1186| PID    Reference Object                     Distance      Geod. Az  |
 CO1186|                                                           dddmmss.s |
 CO1186| CF9675 EUBANKS RM 2                         46.589 METERS 07715     |
 CO1186| CF9677 EUBANKS RM 4                         97.908 METERS 09432     |
 CO1186| CF9673 EUBANKS AZ MK                                      1432742.5 |
 CO1186| CO1194 ALLISON                             APPROX.11.9 KM 1773129.0 |
 CO1186| CF9676 EUBANKS RM 3                         11.028 METERS 20827     |
 CO1186| CF9674 EUBANKS RM 1                         43.084 METERS 32809     |
 CO1186|---------------------------------------------------------------------|
 CO1186
 CO1186                          SUPERSEDED SURVEY CONTROL
 CO1186
 CO1186  NAD 83(1992)-  32 16 09.58383(N)    088 09 36.08242(W) AD(       ) 1
 CO1186  NAD 83(1986)-  32 16 09.59235(N)    088 09 36.08694(W) AD(       ) 1
 CO1186  NAD 27      -  32 16 09.08400(N)    088 09 36.00500(W) AD(       ) 1
 CO1186  NGVD 29 (07/19/86)  109.75   (m)          360.1    (f) LEVELING    3  
 CO1186
 CO1186.Superseded values are not recommended for survey control.
 CO1186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1186.See file dsdata.txt to determine how the superseded data were derived.
 CO1186
 CO1186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA9074870880(NAD 83)
 CO1186_MARKER: DS = TRIANGULATION STATION DISK
 CO1186_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1186
 CO1186  HISTORY     - Date     Condition        Report By
 CO1186  HISTORY     - 1939     MONUMENTED       CGS
 CO1186  HISTORY     - 1956     GOOD             CGS
 CO1186  HISTORY     - 1964     GOOD             ALHD
 CO1186  HISTORY     - 1973     GOOD             NGS
 CO1186
 CO1186                          STATION DESCRIPTION
 CO1186
 CO1186'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 CO1186'STATION IS LOCATED ON A HIGH HILL, ABOUT 12.5 MILES NNE OF BUTLER
 CO1186'AND ABOUT 0.3 MILE E OF THE HOUSE OF COLMAN ROGERS.  A
 CO1186'NEW FIRE TOWER WAS BUILT ON THIS HILL IN 1938.  STATION MARK IS
 CO1186'SET IN CONCRETE, A STANDARD BRONZE DISK.
 CO1186'PROJECTING 4 INCHES ABOVE THE SURFACE, IS 14.5 FEET S OF THE NE
 CO1186'LEG OF THE FIRE TOWER, 15.5 FEET E OF THE SE LEG OF THE FIRE
 CO1186'TOWER, AND 6.590 METERS E OF THE CENTER OF THE FIRE TOWER.
 CO1186'
 CO1186'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE
 CO1186'DISKS SET IN CONCRETE.
 CO1186'
 CO1186'REFERENCE MARK NO.1 IS 43.084 METERS E OF STATION (SLOPE
 CO1186'DISTANCE), PROJECTS 12 INCHES ABOVE THE SURFACE, IS 62 FEET NE
 CO1186'OF THE CENTER OF THE ROAD, 14.5 FEET S OF AN 8-INCH
 CO1186'TRIANGLE-BLAZED OAK TREE, AND 30 FEET SW OF A 12-INCH PINE TREE.
 CO1186'REFERENCE MARK NO.2 IS SSW OF STATION, PROJECTS 12 INCHES ABOVE
 CO1186'THE SURFACE, IS 52.7 FEET E OF THE SE CORNER OF THE RANGERS
 CO1186'HOUSE, 3 FEET N OF A TELEPHONE POLE, AN 90 FEET NE OF THE NE
 CO1186'CORNER OF THE GARAGE.
 CO1186'
 CO1186'AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SW OF STATION, PROJECTS 10
 CO1186'INCHES, 41.7 FEET E OF THE NE CORNER OF A WHITE FRAME CHURCH,
 CO1186'91 FEET N OF A 10-INCH PINE TREE, 44.5 FEET S OF A 14-INCH OAK
 CO1186'TREE, AND 110 FEET E OF THE DIRT ROAD.  TO REACH AZIMUTH FROM
 CO1186'THE FIRE TOWER GATE, GO S ON THE DIRT ROAD FOR 0.25 MILE TO
 CO1186'WHITE CHURCH AND AZIMUTH IN CHURCHYARD.
 CO1186'
 CO1186'TO REACH STATION FROM A SINCLAIR GAS STATION AT THE JUNCTION
 CO1186'OF ALA.29 AND U.S.80 IN YORK, GO S ON 29 FOR 15.25 MILES TO THE
 CO1186'COUNTY LINE AND END OF HARD SURFACE ROAD, KEEP STRAIGHT AHEAD
 CO1186'ON NARROW DIRT ROAD FOR 2.4 MILES TO A T-INTERSECTION, TURN L AND
 CO1186'GO 0.8 MILE TO A Y, TURN L AND GO 0.05 MILE TO FIRE TOWER GATE,
 CO1186'TURN R THROUGH GATE AND GO 0.35 MILE TO TOP OF HILL AND STATION,
 CO1186'NEAR FIRE TOWER.
 CO1186'
 CO1186'HEIGHT OF LIGHT ABOVE STATION - 22 METERS.
 CO1186
 CO1186                          STATION RECOVERY (1956)
 CO1186
 CO1186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (WNM)
 CO1186'THE STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE
 CO1186'DIRECTIONS TO THE AZIMUTH MARK, REFERENCE MARKS 1 AND 2 AND THE
 CO1186'BASE OF THE LOOKOUT TOWER WERE IN ERROR APPROXIMATELY
 CO1186'81 DEG 14 MIN 46 SEC WHICH INDICATED THAT STATION ALLISON
 CO1186'WAS USED FOR THE INITIAL IN 1939 TO LOCATE THE MARKS AND THE
 CO1186'LOOKOUT TOWER AND THAT THE TRANSFER TO THE REGULAR INITIAL WAS
 CO1186'INCORRECTLY MADE.  THE DISTANCES TO REFERENCE MARKS 1 AND 2
 CO1186'WERE FOUND TO BE 0.02 FOOT LONGER THAN ORIGINALLY MEASURED.
 CO1186'THE LOOKOUT TOWER HAS BEEN TORN DOWN BUT THE CONCRETE
 CO1186'FOOTINGS FOR THE LEGS ARE STILL IN PLACE.  ALL THE BUILDINGS
 CO1186'ON THE HILL IN THE VICINITY OF THE STATION HAVE BEEN TORN
 CO1186'DOWN BUT THE CONCRETE FOUNDATIONS ARE IN PLACE.  R.M. 1 WAS
 CO1186'OBSTRUCTED BY TREE TOPS AND ONLY 1 POSITION FOR A CHECK WAS
 CO1186'TAKEN, THIS WAS DONE BY SWAYING TREES TO BE ABLE TO SEE A
 CO1186'TARGET PLUMBED OVER THE MARK.  R.M.3 WAS ESTABLISHED AT THIS
 CO1186'TIME.  R.M. 4 WAS ESTABLISHED TO BE USED AS AN AZIMUTH MARK
 CO1186'SINCE THE AZIMUTH MARK IS OBSTRUCTED FROM THE GROUND BY
 CO1186'HEAVY GROWTH OF TIMBER.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 CO1186'
 CO1186'THE STATION IS ABOUT 18 MILES SOUTH-SOUTHEAST OF YORK, 13 MILES
 CO1186'NORTH-NORTHEAST OF BUTLER, 3 MILES NORTH OF JACHIN, ON A
 CO1186'PROMINENT, SPARSELY WOODED HILL, ON STATE OWNED PROPERTY.  THE
 CO1186'STATION IS 16 FEET NORTHEAST OF THE CENTER OF THE SOUTHEAST
 CO1186'CONCRETE FOOTING OF THE OLD LOOKOUT TOWER, 15 FEET SOUTHEAST OF THE
 CO1186'CENTER OF THE NORTHEAST FOOTING, 14 FEET NORTH OF A TELEPHONE
 CO1186'POLE AND 1 FOOT SOUTH OF A WHITE WITNESS POST.  THE MARK
 CO1186'PROJECTS 4 INCHES AND THE DISK IS STAMPED EUBANKS 1939
 CO1186'
 CO1186'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 80
 CO1186'AND STATE HIGHWAY 17 ABOUT 5 MILES SOUTHEAST OF YORK, GO
 CO1186'SOUTHEAST AND SOUTH ON HIGHWAY 17 FOR 12.7 MILES TO THE
 CO1186'SUMTER-CHOCTAW COUNTY LINE.  CONTINUE SOUTH ON HIGHWAY 17 FOR
 CO1186'3.0 MILES TO THE JUNCTION WITH CHOCTAW COUNTY HIGHWAY 42 ON THE
 CO1186'LEFT.  TURN LEFT AND GO EAST ON HIGHWAY 42 FOR 0.25 MILE TO A
 CO1186'DIRT SIDE ROAD RIGHT AND A HOUSE ON THE RIGHT.  TURN RIGHT AND
 CO1186'FOLLOW WINDING DIRT ROAD IN A SOUTHERLY DIRECTION FOR 0.4 MILE
 CO1186'TO THE TOP OF THE HILL AND THE STATION.
 CO1186'
 CO1186'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAY 17
 CO1186'AND COUNTY HIGHWAY 42, GO SOUTH FOR 0.3 MILE ON HIGHWAY 17 TO A
 CO1186'DIRT SIDE ROAD LEFT.  TURN SHARP LEFT AND GO NORTHEAST ON DIRT
 CO1186'ROAD FOR 0.2 MILE TO A CHURCH ON THE RIGHT AND THE AZIMUTH MARK
 CO1186'ON THE RIGHT.
 CO1186'
 CO1186'REFERENCE MARK 1 IS 65 FEET NORTHEAST OF THE CENTER OF THE DIRT
 CO1186'ROAD TO THE STATION AND IS ABOUT 20 FEET LOWER THAN THE STATION.
 CO1186'THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED EUBANKS NO 1
 CO1186'1939.
 CO1186'
 CO1186'REFERENCE MARK 2 IS 53 FEET EAST OF THE SOUTHEAST CORNER OF A
 CO1186'CONCRETE FOUNDATION, 12 FEET EAST OF THE CENTER OF THE DIRT ROAD
 CO1186'TO THE STATION AND 3 FEET NORTHEAST OF A TELEPHONE POLE.  THE
 CO1186'MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED EUBANKS NO 2
 CO1186'1939.
 CO1186'
 CO1186'REFERENCE MARK 3 IS SET FLUSH IN A DRILL HOLE IN THE CENTER OF
 CO1186'THE CONCRETE FOOTING OF THE NORTHWEST LEG OF THE OLD LOOKOUT
 CO1186'TOWER.  THE FOOTING IS A 14 X 14 INCH SQUARE BLOCK OF CONCRETE,
 CO1186'PROJECTING ABOUT 8 INCHES.  THE DISK IS STAMPED EUBANKS NO 3
 CO1186'1939.
 CO1186'
 CO1186'REFERENCE MARK 4 IS 56 FEET SOUTH OF THE SOUTHWEST CORNER OF A
 CO1186'CONCRETE FOUNDATION, 1 FOOT NORTHEAST OF A WHITE WITNESS POST AND
 CO1186'1 FOOT NORTH OF A FENCE.  THIS MARK WAS ESTABLISHED WITH PRECISE
 CO1186'PROCEDURES SO THAT AN AZIMUTH BETTER THAN ORDINARY REFERENCE MARK
 CO1186'WOULD BE AVAILABLE.  THE MARK PROJECTS 2 INCHES AND THE DISK
 CO1186'IS STAMPED EUBANKS 1939.
 CO1186'
 CO1186'THE AZIMUTH MARK IS ABOUT 125 FEET EAST OF THE CENTER OF A DIRT
 CO1186'ROAD, 41 FEET NORTH OF THE NORTHEAST CORNER OF A FRAME CHURCH, 50
 CO1186'FEET WEST OF A WALL AND 1 FOOT WEST OF A WHITE WITNESS POST.
 CO1186'THE MARK PROJECTS 10 INCHES AND THE DISK IS STAMPED EUBANKS
 CO1186'1939.
 CO1186'
 CO1186'ALL DISTANCES AND DIRECTIONS ARE TO OBJECTS VISIBLE FROM THE GROUND.
 CO1186'
 CO1186'HEIGHT OF LIGHT ABOVE STATION MARK 22 METERS.
 CO1186
 CO1186                          STATION RECOVERY (1964)
 CO1186
 CO1186'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1964
 CO1186'ALL MARKS WERE RECOVERED IN GOOD CONDITION.  ALL MARKS ARE
 CO1186'STANDARD BRONZE DISKS SET IN THE TOP OF SQUARE CONCRETE POSTS.
 CO1186'A COMPLETE DESCRIPTION FOLLOWS -
 CO1186'
 CO1186'TO REACH THE STATION FROM THE INTERSECTION OF STATE HIGHWAY
 CO1186'10 AND STATE HIGHWAY 17 JUST NORTHEAST OF THE COURTHOUSE
 CO1186'IN BUTLER, GO NORTH ON STATE HIGHWAY 17 FOR 11.40 MILES
 CO1186'TO THE INTERSECTION OF CHOCTAW COUNTY ROAD 32 WITH ALABAMA
 CO1186'17 IN JACHIN, CONTINUE NORTH ON ALABAMA 17 FOR 2.50 MILES
 CO1186'TO A DIM DIRT DRIVE RIGHT OR EAST TO COOPER MISSION C.M.E.
 CO1186'CHURCH.  CONTINUE NORTH ON ALABAMA 17 FOR 0.30 MILE TO
 CO1186'CHOCTAW COUNTY ROAD 42 RIGHT OR EAST AND TURN RIGHT ON THIS
 CO1186'PAVED COUNTY ROAD AND DRIVE 0.30 MILE TO A DIRT DRIVE RIGHT TO
 CO1186'THE REAR OF A SMALL WHITE FRAME HOUSE.  TURN ON THIS DIRT
 CO1186'DRIVE AND GO 0.05 MILE TO THE REAR OF THE HOUSE, TURN SHARPLY
 CO1186'TO THE RIGHT AND DRIVE 0.30 MILE TO THE TOP OF THE KNOLL WHICH
 CO1186'IS THE SITE OF THE STATION AND THE ABANDONED SITE OF A STATE
 CO1186'FOREST TOWER, LIVING QUARTER AND GARAGE.  THE TOWER AND ALL
 CO1186'BUILDINGS HAVE BEEN REMOVED AND THE HILLTOP IS NOW COVERED WITH
 CO1186'SMALL PINE TREES.  THE ROAD FROM THE REAR OF THE ABOVE
 CO1186'MENTIONED HOUSE TO THE TOP OF THE HILL AND THE STATION IS
 CO1186'IN POOR CONDITION WITH SEVERAL BAD WASHED, THEREFORE IT IS
 CO1186'ADVISABLE TO HAVE A VEHICLE EQUIPPED TO TRAVEL IN THIS TYPE
 CO1186'TERRITORY TO REACH THE STATION WITH ANY EQUIPMENT.
 CO1186'
 CO1186'TO REACH THE AZIMUTH MARK FROM THIS DIM DIRT DRIVE RIGHT TO
 CO1186'THE ABOVE-MENTIONED CHURCH, TURN RIGHT ON THE DRIVE AND GO
 CO1186'0.15 MILE TO THE FRONT OF THE CHURCH, THEN 0.05 MILE AROUND THE
 CO1186'NORTH AND EAST SIDES OF THE CHURCH TO THE MARK.
 CO1186'
 CO1186'THE STATION IS LOCATED ON A HIGH HILL ABOUT 12.5 MILES
 CO1186'NORTH-NORTHEAST OF BUTLER AND ABOUT 0.3 MILE EAST OF CHOCTAW
 CO1186'COUNTY ROAD 42.  THE STATION MARK IS SET IN CONCRETE, A STANDARD
 CO1186'BRONZE DISK AS DESCRIBED, 14.08 FEET SOUTHEAST OF THE
 CO1186'CONCRETE FOOTING FOR THE NORTHEAST CORNER POST OF THE FOREST
 CO1186'TOWER, 15.18 FEET NORTHEAST OF THE CONCRETE FOOTING FOR THE
 CO1186'SOUTHEAST CORNER POST OF THE FOREST TOWER, 2 FEET
 CO1186'SOUTH-SOUTHWEST OF A METAL WITNESS POST AND SIGN.  THE MARK
 CO1186'PROJECTS APPROXIMATELY 4 INCHES AND THE DISK IS
 CO1186'STAMPED EUBANKS 1939.
 CO1186'
 CO1186'REFERENCE MARK NO. 1 IS 141.32 FEET EAST OF THE STATION (SLOPE
 CO1186'DISTANCE), 62 FEET NORTHEAST OF THE CENTER OF THE ROAD, 14.6
 CO1186'SOUTH OF A 14 INCH TRIANGULAR BLAZED RED OAK TREE, 1.4 FEET
 CO1186'SOUTHWEST OF A METAL WITNESS POST AND SIGN.  THE MARK PROJECTS
 CO1186'APPROXIMATELY 8 INCHES AND THE DISK IS STAMPED EUBANKS NO. 1
 CO1186'1939.
 CO1186'
 CO1186'REFERENCE MARK 2 IS 152.83 FEET SOUTH-SOUTHWEST OF THE STATION,
 CO1186'52.7 FEET EAST OF THE SOUTHEAST CORNER OF THE CONCRETE FOUNDATION
 CO1186'WHERE THE FOREST RANGERS HOUSE STOOD WHEN THE ORIGINAL
 CO1186'DESCRIPTION WAS WRITTEN, 90 FEET NORTHEAST OF THE NORTHEAST
 CO1186'CORNER OF THE CONCRETE FOUNDATION WHERE THE GARAGE MENTIONED IN
 CO1186'THE ORIGINAL DESCRIPTION STOOD, 13 FEET EAST OF THE CENTERLINE
 CO1186'OF THE WOODS ROAD TO THE TOWER SITE, 1.4 FEET WEST-SOUTHWEST OF
 CO1186'A METAL WITNESS POST AND SIGN.  THE MARK PROJECTS
 CO1186'APPROXIMATELY 8 INCHES AND THE DISK IS STAMPED EUBANKS NO. 2,
 CO1186'1939.
 CO1186'
 CO1186'REFERENCE MARK 3 IS 36.22 FEET WEST-NORTHWEST OF THE STATION SET
 CO1186'IN THE CENTER OF THE NORTHWEST CONCRETE FOOTING FOR THE FOREST
 CO1186'TOWER.  THE MARK PROJECTS APPROXIMATELY 14 INCHES AND THE DISK IS
 CO1186'STAMPED EUBANKS NO. 3 1939.
 CO1186'
 CO1186'REFERENCE MARK 4 IS APPROXIMATELY 321 FEET SOUTH OF THE STATION
 CO1186'ON THE SOUTH CREST OF THE HILL AT THE FENCE LINE, 20.5 FEET WEST
 CO1186'OF THE 24 INCH PINE TREE, 1.75 FEET NORTH OF A METAL WITNESS POST
 CO1186'AND SIGN.  THE MARK PROJECTS APPROXIMATELY 2 INCHES AND THE DISK
 CO1186'IS STAMPED EUBANKS NO. 4 1939.
 CO1186'
 CO1186'THE AZIMUTH MARK IS APROXIMATELY 0.40 MILE SOUTHWEST OF THE
 CO1186'STATION, 110 FEET EAST OF THE CENTERLINE OF THE DIRT ROAD,
 CO1186'50 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A WOODEN WELL CURB,
 CO1186'40.3 FEET NORTH-NORTHEAST OF THE NORTHEAST CORNER OF THE SUNDAY
 CO1186'SCHOOL ROOM ON THE REAR OF THE CHURCH, 44.2 FEET SOUTHEAST OF A
 CO1186'26 INCH WATER OAK EAST OF THE CHURCH NEAR THE WELL, 15.8 FEET
 CO1186'WEST-SOUTHWEST OF A 6-INCH BLACKJACK OAK, 8.1 FEET NORTH OF A
 CO1186'14-INCH WHITE OAK.  THE MARK PROJECTS APPROXIMATELY 12 INCHES
 CO1186'AND THE DISK IS STAMPED EUBANKS 1939.
 CO1186
 CO1186                          STATION RECOVERY (1973)
 CO1186
 CO1186'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 CO1186'THE STATION MARK AND ALL REFERENCE MARKS WERE RECOVERED AND
 CO1186'FOUND TO BE IN GOOD CONDITION.  THE AZIMUTH MARK WAS SEARCHED
 CO1186'FOR.  DUE TO ROAD CHANGES IT WAS NOT RECOVERED.  A SHORTER
 CO1186'DISTANCE OF 0.04 FOOT TO REFERENCE MARK 2 AND A SHORTER DISTANCE
 CO1186'OF 0.08 FOOT TO REFERENCE MARK 4 WAS NOTED, CHECKED, AND
 CO1186'VERIFIED.  THE DISTANCE AND DIRECTION TO REFERENCE MARK 1, COULD
 CO1186'NOT BE DETERMINED BECAUSE OF LARGE TREES ON LINE.  ALSO,
 CO1186'MEASUREMENTS BETWEEN REFERENCE MARKS COULD NOT BE MADE BECAUSE
 CO1186'OF LARGE TREES ON LINE.
 CO1186'
 CO1186'THE STATION IS LOCATED 9 MILES NORTHEAST OF LISMAN, 4 MILES
 CO1186'WEST-SOUTHWEST OF EDNA, 3 MILES NORTH OF JACHIN, ON A WOODS
 CO1186'COVERED HILL, THAT IS ON PROPERTY OF THE STATE OF ALABAMA
 CO1186'FORESTRY.  A NEW AND COMPLETE DESCRIPTION FOLLOWS--
 CO1186'
 CO1186'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 17
 CO1186'AND 156 AT JACHIN, GO NORTH ON STATE HIGHWAY 17 FOR 2.6 MILES
 CO1186'TO A SIDE ROAD RIGHT, (COUNTY ROAD 42).  TURN RIGHT AND GO
 CO1186'EAST ON COUNTY ROAD 42 FOR 0.2 MILE TO A DIAGONAL CROSS
 CO1186'ROAD.  CONTINUE AHEAD EAST, FOR 0.05 MILE TO A DRIVEWAY, AND
 CO1186'MAILBOX WITH A NAME, SEBELL RODGERS, ON THE RIGHT.  TURN RIGHT
 CO1186'AND GO SOUTHEAST ON DRIVEWAY FOR 0.05 MILE TO THE EDGE OF THE
 CO1186'WOODS, AND AN OLD LOGGING ROAD.  CONTINUE AHEAD SOUTHERLY,
 CO1186'ON WOODS ROAD UPHILL, FOR 0.35 MILE TO THE STATION ON THE
 CO1186'RIGHT, WEST SIDE OF THE WOODS ROAD.
 CO1186'
 CO1186'THE STATION MARK IS A STANDARD DISK STAMPED EUBANKS 1939,
 CO1186'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CO1186'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 15 FEET
 CO1186'NORTHEAST OF THE NORTHEAST CORNER OF THE SOUTHEAST CONCRETE
 CO1186'FOOTING OF OLD LOOKOUT TOWER, 14 FEET SOUTHEAST OF THE SOUTHEAST
 CO1186'CORNER OF THE NORTHEAST CONCRETE FOOTING, AND 1.5 FEET NORTH
 CO1186'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CO1186'
 CO1186'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EUBANKS NO 1 1939,
 CO1186'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CO1186'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 60.5 FEET
 CO1186'EAST OF THE CENTER OF THE WOODS ROAD, AND 1.5 FEET SOUTHWEST
 CO1186'OF A METAL WITNESS POST WITH SIGN ATTACHED.
 CO1186'
 CO1186'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EUBANKS NO 2 1939,
 CO1186'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT
 CO1186'PROJECTS 12 INCHES ABOVE THE GROUND SURFACE.  IT IS 12 FEET EAST
 CO1186'OF THE CENTER OF THE WOODS ROAD, AND 1 FOOT WEST OF A METAL
 CO1186'WITNESS POST WITH SIGN ATTACHED.
 CO1186'
 CO1186'REFERENCE MARK 3 IS A STANDARD DISK STAMPED EUBANKS NO 3 1939,
 CO1186'SET IN A DRILL HOLE IN THE CENTER OF THE NORTHWEST CONCRETE FOOTING
 CO1186'OF THE OLD LOOKOUT TOWER.  THE FOOTING IS A 14X14 INCH SQUARE
 CO1186'BLOCK OF CONCRETE, THAT PROJECTS 6 INCHES ABOVE THE SURFACE
 CO1186'OF THE GROUND.  IT IS 36 FEET WEST-NORTHWEST OF A METAL WITNESS
 CO1186'POST WITH SIGN ATTACHED.
 CO1186'
 CO1186'REFERENCE MARK 4 IS A STANDARD DISK STAMPED EUBANKS NO 4 1939,
 CO1186'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH
 CO1186'WITH THE GROUND SURFACE.  IT IS 3 FEET NORTH OF A METAL WITNESS
 CO1186'POST WITH SIGN ATTACHED.
 CO1186'
 CO1186'HEIGHT OF LIGHT ABOVE STATION MARK 10.4 FEET.
 CO1186'
 CO1186'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CO1186'3 MILES NORTH OF JACHIN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2069 ***********************************************************************
 BT2069  DESIGNATION -  EUBANKS LOT
 BT2069  PID         -  BT2069
 BT2069  STATE/COUNTY-  AL/BARBOUR
 BT2069  USGS QUAD   -  EUFAULA NORTH (1968)
 BT2069
 BT2069                         *CURRENT SURVEY CONTROL
 BT2069  ___________________________________________________________________
 BT2069* NAD 83(1992)-  31 59 39.69259(N)    085 13 18.92727(W)     ADJUSTED  
 BT2069* NAVD 88     -       146.     (meters)     479.     (feet)  SCALED    
 BT2069  ___________________________________________________________________
 BT2069  LAPLACE CORR-          -0.56  (seconds)                    DEFLEC99
 BT2069  GEOID HEIGHT-         -26.38  (meters)                     GEOID03
 BT2069
 BT2069  HORZ ORDER  -  SECOND
 BT2069
 BT2069.The horizontal coordinates were established by classical geodetic methods
 BT2069.and adjusted by the National Geodetic Survey in September 1997..
 BT2069
 BT2069.The orthometric height was scaled from a topographic map.
 BT2069
 BT2069.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2069
 BT2069.The geoid height was determined by GEOID03.
 BT2069
 BT2069;                    North         East     Units Scale Factor Converg.
 BT2069;SPC AL E     -   165,841.901   257,775.676   MT  1.00000115   +0 19 26.2
 BT2069;SPC GA W     -   221,577.972   600,286.772   MT  1.00002258   -0 33 33.0
 BT2069;SPC GA W     -   726,960.40  1,969,440.85   sFT  1.00002258   -0 33 33.0
 BT2069;UTM  16      - 3,541,191.645   667,970.956   MT  0.99994796   +0 56 32.3
 BT2069
 BT2069!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2069!SPC AL E     -   0.99998122  x   1.00000115  =   0.99998237
 BT2069!SPC GA W     -   0.99998122  x   1.00002258  =   1.00000380
 BT2069!UTM  16      -   0.99998122  x   0.99994796  =   0.99992918
 BT2069
 BT2069                          SUPERSEDED SURVEY CONTROL
 BT2069
 BT2069  NAD 83(1992)-  31 59 39.69178(N)    085 13 18.92977(W) AD(       ) 2
 BT2069  NAD 83(1986)-  31 59 39.69899(N)    085 13 18.92214(W) AD(       ) 2
 BT2069  NAD 27      -  31 59 39.12800(N)    085 13 19.15800(W) AD(       ) 2
 BT2069
 BT2069.Superseded values are not recommended for survey control.
 BT2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2069.See file dsdata.txt to determine how the superseded data were derived.
 BT2069
 BT2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA6797141192(NAD 83)
 BT2069_MARKER: 57 = LOOKOUT TOWER
 BT2069
 BT2069  HISTORY     - Date     Condition        Report By
 BT2069  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2069  HISTORY     - 1964     GOOD             USGS
 BT2069
 BT2069                          STATION DESCRIPTION
 BT2069
 BT2069'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2069'THE STATION IS LOCATED ABOUT 7 MILES NW OF EUFAULA ON A
 BT2069'HIGH ROUND-TOPPED HILL.  IT IS A FOUR-LEGGED STEEL STRUCTURE WITH
 BT2069'A GLASS-ENCLOSED CAB AT THE TOP.  THE OVERALL HEIGHT IS ABOUT
 BT2069'110 FEET.
 BT2069'
 BT2069'CONNECTED BY TRAVERSE FROM LUGO.  DISTANCE 8.560 METERS (28.80
 BT2069'FEET).
 BT2069
 BT2069                          STATION RECOVERY (1964)
 BT2069
 BT2069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BT2069'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2070 ***********************************************************************
 BT2070  DESIGNATION -  EUFAULA
 BT2070  PID         -  BT2070
 BT2070  STATE/COUNTY-  AL/BARBOUR
 BT2070  USGS QUAD   -  EUFAULA NORTH (1968)
 BT2070
 BT2070                         *CURRENT SURVEY CONTROL
 BT2070  ___________________________________________________________________
 BT2070* NAD 83(1992)-  31 53 36.70768(N)    085 09 58.89150(W)     ADJUSTED  
 BT2070* NAVD 88     -       111.     (meters)     364.     (feet)  SCALED    
 BT2070  ___________________________________________________________________
 BT2070  LAPLACE CORR-          -0.40  (seconds)                    DEFLEC99
 BT2070  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BT2070
 BT2070  HORZ ORDER  -  SECOND
 BT2070
 BT2070.The horizontal coordinates were established by classical geodetic methods
 BT2070.and adjusted by the National Geodetic Survey in September 1997..
 BT2070
 BT2070.The orthometric height was scaled from a topographic map.
 BT2070
 BT2070.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2070
 BT2070.The geoid height was determined by GEOID03.
 BT2070
 BT2070;                    North         East     Units Scale Factor Converg.
 BT2070;SPC AL E     -   154,692.527   263,095.354   MT  1.00000908   +0 21 08.6
 BT2070;SPC GA W     -   210,347.917   605,434.279   MT  1.00001025   -0 31 41.6
 BT2070;SPC GA W     -   690,116.46  1,986,328.96   sFT  1.00001025   -0 31 41.6
 BT2070;UTM  16      - 3,530,100.756   673,410.234   MT  0.99997087   +0 58 08.5
 BT2070
 BT2070!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2070!SPC AL E     -   0.99998670  x   1.00000908  =   0.99999578
 BT2070!SPC GA W     -   0.99998670  x   1.00001025  =   0.99999695
 BT2070!UTM  16      -   0.99998670  x   0.99997087  =   0.99995757
 BT2070
 BT2070:                Primary Azimuth Mark                     Grid Az
 BT2070:SPC AL E     -  EUFAULA MUN STANDPIPE                    095 00 19.0
 BT2070:SPC GA W     -  EUFAULA MUN STANDPIPE                    095 53 09.2
 BT2070:UTM  16      -  EUFAULA MUN STANDPIPE                    094 23 19.1
 BT2070
 BT2070|---------------------------------------------------------------------|
 BT2070| PID    Reference Object                     Distance      Geod. Az  |
 BT2070|                                                           dddmmss.s |
 BT2070| BT2068 EUFAULA MUN STANDPIPE               APPROX. 1.0 KM 0952127.6 |
 BT2070| BT2066 EUFAULA BIG COWIKEE MILL TANK       APPROX. 1.9 KM 1000543.3 |
 BT2070| CY9393 EUFAULA RM 1                         27.230 METERS 18020     |
 BT2070| CY9394 EUFAULA RM 2                         22.246 METERS 29849     |
 BT2070| CY9392 EUFAULA AZ MK                                      3003301.2 |
 BT2070|---------------------------------------------------------------------|
 BT2070
 BT2070                          SUPERSEDED SURVEY CONTROL
 BT2070
 BT2070  NAD 83(1992)-  31 53 36.70912(N)    085 09 58.89458(W) AD(       ) 2
 BT2070  NAD 83(1986)-  31 53 36.71496(N)    085 09 58.88608(W) AD(       ) 2
 BT2070  NAD 27      -  31 53 36.13500(N)    085 09 59.12900(W) AD(       ) 2
 BT2070
 BT2070.Superseded values are not recommended for survey control.
 BT2070.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2070.See file dsdata.txt to determine how the superseded data were derived.
 BT2070
 BT2070_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7341030101(NAD 83)
 BT2070_MARKER: DS = TRIANGULATION STATION DISK
 BT2070_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2070
 BT2070  HISTORY     - Date     Condition        Report By
 BT2070  HISTORY     - 1943     MONUMENTED       CGS
 BT2070
 BT2070                          STATION DESCRIPTION
 BT2070
 BT2070'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2070'THE STATION IS LOCATED ABOUT 1 MILE W OF EUFAULA ON HIGH LAND
 BT2070'OWNED BY ARTHUR BANGER.  IT IS AT THE SW EDGE OF A FIELD, 75
 BT2070'FEET E OF A POWER LINE AND TELEPHONE POLE NO. 28 AND 44 FEET NE
 BT2070'OF CENTER OF ROAD.  IT IS SET FLUSH WITH THE SURFACE OF THE
 BT2070'GROUND AND THE DISK IS STAMPED EUFAULA 1943.
 BT2070'
 BT2070'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2070'DISKS SET IN CONCRETE.
 BT2070'
 BT2070'REFERENCE MARK NO. 1 IS S OF THE STATION DIRECTLY UNDER POWER
 BT2070'LINE, 25 FEET SW OF CENTER OF ROAD.  IT PROJECTS ABOUT 3 INCHES
 BT2070'AND THE DISK IS STAMPED EUFAULA NO. 1 1943.
 BT2070'
 BT2070'REFERENCE MARK NO. 2 IS NW OF THE STATION, SET IN A FENCE LINE
 BT2070'AND MARKED BY A 4- BY 4-INCH WHITE POST, 28 FEET NE OF CENTER OF
 BT2070'ROAD.  IT PROJECTS ABOUT 3 INCHES AND THE DISK IS STAMPED
 BT2070'EUFAULA NO. 2 1943.
 BT2070'
 BT2070'THE AZIMUTH MARK IS 0.2 MILE NW OF THE STATION, 26 FEET NE OF
 BT2070'CENTER OF ROAD, 57 FEET NE OF POWER AND TELEPHONE POLE AND 2
 BT2070'FEET SW OF FENCE.  IT PROJECTS ABOUT 4 INCHES AND THE DISK IS
 BT2070'STAMPED EUFAULA 1943.  TO REACH FROM THE STATION GO NW ON
 BT2070'MACADAM ROAD 0.2 MILE TO THE AZIMUTH MARK ON THE RIGHT.
 BT2070'
 BT2070'TO REACH THE STATION FROM THE CONFEDERATE MONUMENT IN EUFAULA
 BT2070'GO W ON PUBLIC HIGHWAY 1.2 MILES TO THE STATION ON THE RIGHT.
 BT2070'
 BT2070'A 64-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION COATES.
 BT2070'
 BT2070'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION RICHARDS.
 BT2070'
 BT2070'A 64-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION GARRISON.
 BT2070'
 BT2070'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION BASCOM.
 BT2070'
 BT2070'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2066 ***********************************************************************
 BT2066  DESIGNATION -  EUFAULA BIG COWIKEE MILL TANK
 BT2066  PID         -  BT2066
 BT2066  STATE/COUNTY-  AL/BARBOUR
 BT2066  USGS QUAD   -  EUFAULA NORTH (1968)
 BT2066
 BT2066                         *CURRENT SURVEY CONTROL
 BT2066  ___________________________________________________________________
 BT2066* NAD 83(1992)-  31 53 25.65518(N)    085 08 46.16985(W)     ADJUSTED  
 BT2066* NAVD 88     -                                                        
 BT2066  ___________________________________________________________________
 BT2066  LAPLACE CORR-          -0.05  (seconds)                    DEFLEC99
 BT2066  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BT2066
 BT2066  HORZ ORDER  -  THIRD
 BT2066
 BT2066.The horizontal coordinates were established by classical geodetic methods
 BT2066.and adjusted by the National Geodetic Survey in September 1997..
 BT2066
 BT2066
 BT2066.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2066
 BT2066.The geoid height was determined by GEOID03.
 BT2066
 BT2066;                    North         East     Units Scale Factor Converg.
 BT2066;SPC AL E     -   154,364.030   265,008.502   MT  1.00001210   +0 21 47.0
 BT2066;SPC GA W     -   209,990.057   607,342.148   MT  1.00000585   -0 31 03.0
 BT2066;SPC GA W     -   688,942.38  1,992,588.36   sFT  1.00000585   -0 31 03.0
 BT2066;UTM  16      - 3,529,792.877   675,326.737   MT  0.99997912   +0 58 46.7
 BT2066
 BT2066                          SUPERSEDED SURVEY CONTROL
 BT2066
 BT2066  NAD 83(1992)-  31 53 25.65672(N)    085 08 46.17260(W) AD(       ) 4
 BT2066  NAD 83(1986)-  31 53 25.66265(N)    085 08 46.16445(W) AD(       ) 4
 BT2066  NAD 27      -  31 53 25.08300(N)    085 08 46.41100(W) AD(       ) 3
 BT2066
 BT2066.Superseded values are not recommended for survey control.
 BT2066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2066.See file dsdata.txt to determine how the superseded data were derived.
 BT2066
 BT2066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7532729793(NAD 83)
 BT2066_MARKER: 53 = ELEVATED TANK
 BT2066
 BT2066  HISTORY     - Date     Condition        Report By
 BT2066  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2066  HISTORY     - 1959     GOOD             CGS
 BT2066  HISTORY     - 1987     GOOD             USPSQD
 BT2066
 BT2066                          STATION DESCRIPTION
 BT2066
 BT2066'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2066'THIS INTERSECTION STATION IS LOCATED IN THE WESTERN SECTION OF THE
 BT2066'TOWN OF EUFAULA, 134 FEET W OF THE W CURB OF BARBOUR STREET AND U.S.
 BT2066'HIGHWAY 241.  IT IS A STEEL BOWL SUPPORTED BY A 4-LEGGED STEEL
 BT2066'STRUCTURE.  ABOUT 120 FEET HIGH.
 BT2066
 BT2066                          STATION RECOVERY (1959)
 BT2066
 BT2066'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 BT2066'INTERSECTION RECOVERED AS DESCRIBED.  DESCRIPTION ADEQUATE AND
 BT2066'CORRECT.
 BT2066
 BT2066                          STATION RECOVERY (1987)
 BT2066
 BT2066'RECOVERY NOTE BY US POWER SQUADRON 1987 (LRF)
 BT2066'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2068 ***********************************************************************
 BT2068  DESIGNATION -  EUFAULA MUN STANDPIPE
 BT2068  PID         -  BT2068
 BT2068  STATE/COUNTY-  AL/BARBOUR
 BT2068  USGS QUAD   -  EUFAULA NORTH (1968)
 BT2068
 BT2068                         *CURRENT SURVEY CONTROL
 BT2068  ___________________________________________________________________
 BT2068* NAD 83(1992)-  31 53 33.59526(N)    085 09 20.01273(W)     ADJUSTED  
 BT2068* NAVD 88     -                                                        
 BT2068  ___________________________________________________________________
 BT2068  LAPLACE CORR-          -0.34  (seconds)                    DEFLEC99
 BT2068  GEOID HEIGHT-         -26.25  (meters)                     GEOID03
 BT2068
 BT2068  HORZ ORDER  -  THIRD
 BT2068
 BT2068.The horizontal coordinates were established by classical geodetic methods
 BT2068.and adjusted by the National Geodetic Survey in September 1997..
 BT2068
 BT2068
 BT2068.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2068
 BT2068.The geoid height was determined by GEOID03.
 BT2068
 BT2068;                    North         East     Units Scale Factor Converg.
 BT2068;SPC AL E     -   154,602.996   264,117.615   MT  1.00001068   +0 21 29.2
 BT2068;SPC GA W     -   210,242.685   606,455.043   MT  1.00000789   -0 31 21.0
 BT2068;SPC GA W     -   689,771.21  1,989,677.92   sFT  1.00000789   -0 31 21.0
 BT2068;UTM  16      - 3,530,022.234   674,433.361   MT  0.99997526   +0 58 29.0
 BT2068
 BT2068                          SUPERSEDED SURVEY CONTROL
 BT2068
 BT2068  NAD 83(1992)-  31 53 33.59672(N)    085 09 20.01559(W) AD(       ) 4
 BT2068  NAD 83(1986)-  31 53 33.60264(N)    085 09 20.00729(W) AD(       ) 4
 BT2068  NAD 27      -  31 53 33.02300(N)    085 09 20.25300(W) AD(       ) 3
 BT2068
 BT2068.Superseded values are not recommended for survey control.
 BT2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2068.See file dsdata.txt to determine how the superseded data were derived.
 BT2068
 BT2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA7443330022(NAD 83)
 BT2068_MARKER: 52 = STANDPIPE TANK
 BT2068
 BT2068  HISTORY     - Date     Condition        Report By
 BT2068  HISTORY     - 1943     FIRST OBSERVED   CGS
 BT2068  HISTORY     - 1959     GOOD             CGS
 BT2068
 BT2068                          STATION DESCRIPTION
 BT2068
 BT2068'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2068'THIS INTERSECTION STATION IS LOCATED ON A HIGH HILL ON THE WESTERN
 BT2068'OUTSKIRTS OF EUFAULA.  IT IS A STEEL STRUCTURE ABOUT 50 FEET IN
 BT2068'DIAMETER AND ABOUT 150 FEET HIGH.  IT IS THE TALLER AND LARGER OF
 BT2068'TWO.
 BT2068
 BT2068                          STATION RECOVERY (1959)
 BT2068
 BT2068'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (LFV)
 BT2068'INTERSECTION STATION RECOVERED AS DESCRIBED, DESCRIPTION ADEQUATE
 BT2068'AND CORRECT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3096 ***********************************************************************
 CN3096  DESIGNATION -  EUTAW
 CN3096  PID         -  CN3096
 CN3096  STATE/COUNTY-  AL/GREENE
 CN3096  USGS QUAD   -  EUTAW (1980)
 CN3096
 CN3096                         *CURRENT SURVEY CONTROL
 CN3096  ___________________________________________________________________
 CN3096* NAD 83(1992)-  32 50 47.17691(N)    087 52 54.26408(W)     ADJUSTED  
 CN3096* NAVD 88     -        74.7    (meters)     245.     (feet)  VERTCON   
 CN3096  ___________________________________________________________________
 CN3096  X           -     198,256.659 (meters)                     COMP
 CN3096  Y           -  -5,360,104.099 (meters)                     COMP
 CN3096  Z           -   3,439,687.941 (meters)                     COMP
 CN3096  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 CN3096  ELLIP HEIGHT-          45.52  (meters)          (07/29/02) GPS OBS
 CN3096  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CN3096
 CN3096  HORZ ORDER  -  FIRST
 CN3096  ELLP ORDER  -  FOURTH    CLASS I
 CN3096
 CN3096.The horizontal coordinates were established by GPS observations
 CN3096.and adjusted by the National Geodetic Survey in December 1992..
 CN3096
 CN3096.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3096.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3096
 CN3096.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN3096
 CN3096.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3096
 CN3096.The ellipsoidal height was determined by GPS observations
 CN3096.and is referenced to NAD 83.
 CN3096
 CN3096.The geoid height was determined by GEOID03.
 CN3096
 CN3096;                    North         East     Units Scale Factor Converg.
 CN3096;SPC AL W     -   315,647.675   564,265.769   MT  0.99994907   -0 12 25.4
 CN3096;UTM  16      - 3,634,607.639   417,487.778   MT  0.99968395   -0 28 41.8
 CN3096
 CN3096!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3096!SPC AL W     -   0.99999285  x   0.99994907  =   0.99994192
 CN3096!UTM  16      -   0.99999285  x   0.99968395  =   0.99967681
 CN3096
 CN3096|---------------------------------------------------------------------|
 CN3096| PID    Reference Object                     Distance      Geod. Az  |
 CN3096|                                                           dddmmss.s |
 CN3096| CF9684 EUTAW RM 1                           27.587 METERS 02954     |
 CN3096| CF9685 EUTAW RM 2                           33.848 METERS 11431     |
 CN3096| CF9686 EUTAW RM 3                           29.196 METERS 12831     |
 CN3096| CN3098 EUTAW COUNTY WHSE TANK              APPROX. 1.5 KM 2092039.3 |
 CN3096| CN3099 EUTAW MUNICIPAL TANK                APPROX. 0.8 KM 2221855.1 |
 CN3096| CN3097 EUTAW PRESB CHURCH SPIRE            APPROX. 1.0 KM 2352101.0 |
 CN3096| CF9687 EUTAW RM 4                           30.339 METERS 24023     |
 CN3096| CF9683 EUTAW AZ MK                                        2724859.8 |
 CN3096|---------------------------------------------------------------------|
 CN3096
 CN3096                          SUPERSEDED SURVEY CONTROL
 CN3096
 CN3096  ELLIP H (12/04/92)   45.58   (m)                       GP(       ) 4 1
 CN3096  NAD 83(1986)-  32 50 47.18325(N)    087 52 54.26777(W) AD(       ) 1
 CN3096  NAD 27      -  32 50 46.71900(N)    087 52 54.22200(W) AD(       ) 1
 CN3096  NGVD 29 (12/04/92)   74.6    (m)          245.     (f) GPS OBS        
 CN3096
 CN3096.Superseded values are not recommended for survey control.
 CN3096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3096.See file dsdata.txt to determine how the superseded data were derived.
 CN3096
 CN3096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1748834608(NAD 83)
 CN3096_MARKER: DS = TRIANGULATION STATION DISK
 CN3096_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3096_SP_SET: CONCRETE POST
 CN3096_STAMPING: EUTAW 1939
 CN3096_MARK LOGO: CGS   
 CN3096_MAGNETIC: N = NO MAGNETIC MATERIAL
 CN3096_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN3096+STABILITY: SURFACE MOTION
 CN3096_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN3096+SATELLITE: SATELLITE OBSERVATIONS - April 02, 1991
 CN3096
 CN3096  HISTORY     - Date     Condition        Report By
 CN3096  HISTORY     - 1939     MONUMENTED       CGS
 CN3096  HISTORY     - 1939     GOOD             CGS
 CN3096  HISTORY     - 1955     GOOD             CGS
 CN3096  HISTORY     - 1955     GOOD             ALHD
 CN3096  HISTORY     - 19900917 GOOD             ALHD
 CN3096  HISTORY     - 19900917 GOOD             ALHD
 CN3096  HISTORY     - 19910402 GOOD
 CN3096
 CN3096                          STATION DESCRIPTION
 CN3096
 CN3096'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 CN3096'STATION IS ON THE TOP OF A SMALL HILL IN THE NE PART OF THE CITY
 CN3096'LIMITS OF EUTAW, IN THE NW 1/4 OF SEC. 34, T 22 N, R 2 E,
 CN3096'STATION IS ON THE PROPERTY OF JOE BANKS, COLORED.  PERMISSION
 CN3096'WAS OBTAINED FROM HIS SON.  STATION IS ON THE HIGHEST PART OF
 CN3096'THE HILL, THE TOP OF WHICH IS CULTIVATED, 60 FEET N OF WIRE FENCE
 CN3096'ON S SIDE OF FIELD, 50 FEET S OF WOODS LINE ON N SIDE OF FIELD,
 CN3096'MARK IS APPROXIMATELY 14 INCHES IN DIAMETER AND IS 10 INCHES
 CN3096'BELOW SURFACE OF THE GROUND, AND IS STAMPED EUTAW, 1939.
 CN3096'
 CN3096'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CN3096'DISKS SET IN CONCRETE.
 CN3096'
 CN3096'REFERENCE MARK NO. 1 IS NNE OF STATION IN EDGE OF FIELD, 10
 CN3096'FEET SE OF WOODS LINE, APPROXIMATELY 6 FEET BELOW LEVEL OF STATION,
 CN3096'AND PROTRUDES 6 INCHES.  REFERENCE MARK NO. 2 IS ESE OF STATION
 CN3096'ON THE S EDGE OF FIELD, 11 FEET N OF WIRE FENCE, APPROXIMATELY
 CN3096'7 FEET BELOW LEVEL OF STATION, AND PROTRUDES 6 INCHES.
 CN3096'
 CN3096'TWO AZIMUTHS WERE LOCATED IN THE CITY OF EUTAW, THE BALL ON
 CN3096'TOP OF THE ALABAMA WATER SERVICE CO. TANK, AND THE SPIRE OF THE
 CN3096'PRESBYTERIAN CHURCH, BOTH OF WHICH ARE VISIBLE FROM THE GROUND.
 CN3096'
 CN3096'TO REACH THE STATION FROM THE NW CORNER OF THE COURTHOUSE
 CN3096'SQUARE IN EUTAW, GO N ON PAVED STREET FOR 0.2 MILE TO END OF
 CN3096'PAVEMENT, CONTINUE N FOR 0.1 MILE TO A LANE LEADING E ALONG N
 CN3096'SIDE OF A CREAM-COLORED HOUSE WITH RED BRICK PORCH PILLARS,
 CN3096'TURN R IN THIS LANE AND GO E FOR 0.2 MILE TO WIRE GATE, PASS
 CN3096'THROUGH THIS GATE AND CONTINUE 0.05 MILE TO FORK IN FRONT OF
 CN3096'BANKS HOUSE, TURN L UPHILL AND FOLLOW OLD ROAD FOR 0.1 MILE TO
 CN3096'SMALL RIDGE, TURN R AND GO 0.05 MILE TO WIRE FENCE ON S SIDE
 CN3096'OF CLEARED FIELD, FROM HERE WALK 60 FEET TO TOP OF HILL AND
 CN3096'STATION.
 CN3096'
 CN3096'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 CN3096
 CN3096                          STATION RECOVERY (1939)
 CN3096
 CN3096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939
 CN3096'RECOVERED IN GOOD CONDITION.
 CN3096
 CN3096                          STATION RECOVERY (1955)
 CN3096
 CN3096'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CN3096'STATION WAS RECOVERED AND ALL MARK WERE FOUND IN GOOD CONDITION.
 CN3096'DISTANCE TO REFERENCE MARKS NO. 1 AND NO. 2 DID NOT CHECK.
 CN3096'DIRECTION TO REFERENCE MARK NO. 2 CHECKED BUT THE DIRECTION TO
 CN3096'REFERENCE MARK NO. 1 DID NOT CHECK.  BOTH REFERENCE MARKS WERE
 CN3096'DESTROYED BY THIS PARTY AS THEY WERE LOCATED IN A CULTIVATED
 CN3096'FIELD.  THE WOODS AND FENCE LINE MENTIONED TO THE NORTH OF THE
 CN3096'STATION IS NO LONGER THERE.  REFERENCE MARKS NO. 3 AND NO. 4
 CN3096'AND AZIMUTH MARK WERE ESTABLISHED BY THIS PARTY.
 CN3096'
 CN3096'A COMPLETE NEW DESCRIPTION FOLLOWS- STATION IS LOCATED ABOUT 1
 CN3096'MILE NORTHEAST OF EUTAW, ON A HIGH KNOLL IN A CULTIVATED FIELD
 CN3096'AND ON THE PROPERTY OF JACK BANKS.  IT IS 96 FEET NORTHWEST OF
 CN3096'A WHITE WITNESS POST, 60 FEET NORTH OF A FENCE LINE AND 20 FEET
 CN3096'NORTH OF A SMALL PECAN TREE THAT IS IN AN ENCLOSURE.  THE MARK IS
 CN3096'7 INCHES UNDERGROUND AND THE DISK IS STAMPED EUTAW 1939.
 CN3096'
 CN3096'REFERENCE MARK NO. 3 IS 10 FEET SOUTH OF THE SOUTH EDGE OF A
 CN3096'CULTIVATED FIELD, 1 FOOT NORTH OF A FENCE LINE AND 1 FOOT WEST
 CN3096'OF A WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 CN3096'STAMPED EUTAW NO. 3 1939.
 CN3096'
 CN3096'REFERENCE MARK NO. 4 IS 30 FEET SOUTH OF THE CENTER OF A TRACK
 CN3096'ROAD AND 1 FOOT NORTHWEST OF A FENCE LINE.  THE MARK IS FLUSH
 CN3096'AND THE DISK IS STAMPED EUTAW NO. 4 1939.
 CN3096'
 CN3096'AZIMUTH MARK IS 42 FEET EAST OF THE SOUTHEAST CORNER OF A FRAME
 CN3096'HOUSE, 38 FEET NORTHWEST OF THE CENTER OF A DRIVEWAY, 13 FEET
 CN3096'EAST OF A 36 INCH WALNUT TREE, 2 FEET SOUTH OF A FENCE LINE
 CN3096'AND 1 FOOT SOUTHWEST OF A WHITE WITNESS POST.  THE MARK IS FLUSH
 CN3096'AND THE DISK IS STAMPED EUTAW 1939.
 CN3096'
 CN3096'TO REACH THE STATION FROM THE NORTHWEST CORNER OF THE COURTHOUSE
 CN3096'IN EUTAW (MAIN STREET AND PRAIRIE AVENUE) GO NORTH ON PRAIRIE
 CN3096'AVENUE FOR 0.4 MILE TO THE END OF PAVEMENT, CONTINUE NORTH ON
 CN3096'DIRT STREET FOR 0.05 TO A SIDE ROAD RIGHT THROUGH A CUT IN
 CN3096'THE ROAD BANK, TURN RIGHT ON DIRT ROAD FOR ABOUT 100 FEET
 CN3096'TO A DRIVEWAY LEFT*, CONTINUE EAST ON DIRT ROAD FOR 0.05 MILE TO
 CN3096'A GATE, PASS THROUGH GATE TO A FORK, TAKE LEFT FORK AND GO
 CN3096'NORTHEAST ON DIRT ROAD FOR 0.1 MILE TO A FORK, TURN RIGHT ON
 CN3096'RIGHT FORK AND GO UP HILL FOR 0.1 MILE TO THE TOP OF HILL AND
 CN3096'THE STATION AS DESCRIBED.
 CN3096'
 CN3096'TO REACH THE AZIMUTH MARK FROM THIS *POINT TURN LEFT ON DRIVEWAY
 CN3096'FOR 0.05 TO THE MARK ON THE LEFT AS DESCRIBED.
 CN3096'
 CN3096'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 CN3096
 CN3096                          STATION RECOVERY (1955)
 CN3096
 CN3096'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1955 (JDS)
 CN3096'EUTAW 1939 RECOVERED GOOD.  WITNESS POST SET.
 CN3096'
 CN3096'EUTAW NO. 1 1939 RECOVERED FAIR.  WITNESS POST SET.
 CN3096'
 CN3096'EUTAW NO. 3 1939 RECOVERED GOOD.  WITNESS POST SET.
 CN3096'
 CN3096'EUTAW NO. 4 1939 RECOVERED GOOD.  WITNESS POST SET.
 CN3096'
 CN3096'EUTAW 1939 (AZIMUTH) RECOVERED GOOD.  WITNESS POST SET.
 CN3096'
 CN3096'PRAIRIE AVENUE BECOMES SPRINGFIELD AVENUE AFTER ABOUT 2 BLOCKS AND
 CN3096'THE PAVEMENT DOES NOT END BEFORE THE RIGHT TURN.  AFTER TURNING RIGHT
 CN3096'THERE IS NOT A GATE AT THIS TIME AND THE FIRST FORK IS POORLY
 CN3096'DEFINED WITH THE ROAD TO THE STATION NOT BEING USED AT THIS TIME.
 CN3096'
 CN3096'THE FIELD THE STATION IS LOCATED IN IS NOT IN CULTIVATION AT THIS TIME
 CN3096'AND THE STATION IS NOW LESS THAN 2 INCHES BELOW THE SURFACE.
 CN3096'REFERENCE MARK 1 WAS NOT DESTROYED AS REPORTED IN 1955.  REFERENCE
 CN3096'MARK 4 IS 1 FOOT SOUTHEAST OF THE FENCE INSTEAD OF 1 FOOT NORTHWEST.
 CN3096'
 CN3096'THE DRIVEWAY TO THE AZIMUTH HAS BEEN BLOCKED BY A CONCRETE BLOCK
 CN3096'STORE AND SEVERAL HOG PENS.  THE AZIMUTH IS 13 FEET NORTH OF THE 36
 CN3096'INCH WALNUT TREE AND 1 FOOT EAST OF A FENCE.  THE FRAME HOUSE THE
 CN3096'AZIMUTH IS DESCRIBED FROM HAS BEEN REMOVED.
 CN3096'
 CN3096'METAL WITNESS POSTS AND SIGNS WERE ERECTED BESIDE ALL MARKS INCLUDING
 CN3096'THE STATION BECAUSE THE CAP OF THE STATION IS FLUSH WITH THE SURFACE
 CN3096'OF THE CONCRETE AND ANY PLOWING WOULD DESTROY THE CAP.
 CN3096
 CN3096                          STATION RECOVERY (1990)
 CN3096
 CN3096'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3096'THE STATION IS LOCATED IN GREENE COUNTY ON PRIVATE PROPERTY ON THE
 CN3096'NORTH SIDE OF EUTAW.
 CN3096'TO REACH THE STATION FROM THE JUNCTION OF PRAIRE AVE AND MAIN ST AT
 CN3096'THE NORTHWEST CORNER OF THE COURT HOUSE SQUARE IN EUTAW, DRIVE NORTH
 CN3096'ON PRAIRE AVE AND LATER SPRINGFIELD AVE FOR 0.64 KM (0.40 MI) TO A
 CN3096'SIDE STREET ON THE RIGHT IN AN EIGHT FOOT CUT, TURN RIGHT ON THE SIDE
 CN3096'STREET AND DRIVE EASTERLY 0.24 KM (0.15 MI) TO A SHARP CURVE TO THE
 CN3096'LEFT AT A CLEARING ON TOP OF A HILL, BEAR LEFT ALONG THE CURVE 0.24
 CN3096'KM (0.15 MI) TO THE STATION IN AN OLD LOG YARD ON TOP OF A HILL.
 CN3096'THE STATION IS LOCATED IN A LOGGING YARD ON TOP OF A HILL, 7.01 M
 CN3096'(23.00 FT) NORTH OF THE CENTER OF THE LOG ROAD, 0.30 M (0.98 FT)
 CN3096'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3096'EUTAW AZIMUTH MARK 1939 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3096
 CN3096                          STATION RECOVERY (1990)
 CN3096
 CN3096'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 CN3096'THE STATION IS LOCATED IN GREENE COUNTY ON PRIVATE PROPERTY IN THE
 CN3096'NORTH SIDE OF EUTAW.
 CN3096'TO REACH THE STATION FROM THE JUNCTION OF PRAIRE AVE AND MAIN ST AT
 CN3096'THE NORTHWEST CORNER OF THE COURT HOUSE SQUARE IN EUTAW, DRIVE NORTH
 CN3096'ON PRAIRE AVE AND LATER SPRINGFIELD AVE 0.64 KM (0.40 MI) TO A SIDE
 CN3096'STREET ON THE RIGHT IN AN EIGHT FOOT CUT, TURN RIGHT ON THE SIDE
 CN3096'STREET AND DRIVE EASTERLY 0.24 KM (0.15 MI) TO A SHARP CURVE TO THE
 CN3096'LEFT AT A CLEARING ON TOP OF A HILL, BEAR LEFT ALONG THE CURVE 0.24
 CN3096'KM (0.15 MI) TO THE STATION IN AN OLD LOG YARD ON TOP OF A HILL.
 CN3096'THE STATION IS LOCATED IN A LOGGING YARD ON TOP OF A HILL, 7.01 M
 CN3096'(23.00 FT) NORTH OF THE CENTER OF THE LOG ROAD, 0.30 M (0.98 FT)
 CN3096'NORTH OF A CARSONITE WITNESS POST, AND SET FLUSH WITH THE GROUND.
 CN3096'EUTAW AZIMUTH MARK 1939 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CN3096
 CN3096                          STATION RECOVERY (1991)
 CN3096
 CN3096'RECOVERED 1991
 CN3096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3098 ***********************************************************************
 CN3098  DESIGNATION -  EUTAW COUNTY WHSE TANK
 CN3098  PID         -  CN3098
 CN3098  STATE/COUNTY-  AL/GREENE
 CN3098  USGS QUAD   -  EUTAW (1980)
 CN3098
 CN3098                         *CURRENT SURVEY CONTROL
 CN3098  ___________________________________________________________________
 CN3098* NAD 83(1992)-  32 50 04.63750(N)    087 53 22.59113(W)     ADJUSTED  
 CN3098* NAVD 88     -                                                        
 CN3098  ___________________________________________________________________
 CN3098  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CN3098  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CN3098
 CN3098  HORZ ORDER  -  THIRD
 CN3098
 CN3098.The horizontal coordinates were established by classical geodetic methods
 CN3098.and adjusted by the National Geodetic Survey in May 1994..
 CN3098
 CN3098
 CN3098.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3098
 CN3098.The geoid height was determined by GEOID03.
 CN3098
 CN3098;                    North         East     Units Scale Factor Converg.
 CN3098;SPC AL W     -   314,339.970   563,524.359   MT  0.99994973   -0 12 40.5
 CN3098;UTM  16      - 3,633,303.803   416,740.386   MT  0.99968547   -0 28 56.6
 CN3098
 CN3098                          SUPERSEDED SURVEY CONTROL
 CN3098
 CN3098  NAD 83(1992)-  32 50 04.63750(N)    087 53 22.59120(W) AD(       ) 4
 CN3098  NAD 83(1986)-  32 50 04.64374(N)    087 53 22.59489(W) AD(       ) 4
 CN3098  NAD 27      -  32 50 04.17900(N)    087 53 22.54700(W) AD(       ) 3
 CN3098
 CN3098.Superseded values are not recommended for survey control.
 CN3098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3098.See file dsdata.txt to determine how the superseded data were derived.
 CN3098
 CN3098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1674033304(NAD 83)
 CN3098_MARKER: 51 = TANK
 CN3098
 CN3098  HISTORY     - Date     Condition        Report By
 CN3098  HISTORY     - 1939     FIRST OBSERVED   CGS
 CN3098  HISTORY     - 1955     GOOD             CGS
 CN3098
 CN3098                          STATION DESCRIPTION
 CN3098
 CN3098'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CN3098'STATION WAS LISTED BUT NOT DESCRIBED IN 1939 AS EUTAW, GREENE
 CN3098'COUNTY WAREHOUSE, TANK.  DESCRIPTION FOLLOWS-
 CN3098'
 CN3098'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE COLSON
 CN3098'LUMBER CO., WATER TANK LOCATED IN THE SOUTH CENTRAL SECTION
 CN3098'OF EUTAW, ABOUT 500 FEET SOUTH OF ROBERTS STREET, BETWEEN WILSON
 CN3098'AND PRAIRE AVENUES AND ABOUT 300 FEET SOUTHWEST OF THE DEPOT.
 CN3098'IT IS A SLENDER STEEL TANK.  WITH A FLAT CONICAL ROOF AND A DEEP
 CN3098'OVAL BOTTOM.  THE TANK AND LEGS ARE PAINTED SILVER AND THE TANK
 CN3098'HAS THE LEGEND GREENE COUNTY WAREHOUSE CO. PAINTED IN BLACK
 CN3098'LETTERS ON THE NORTHEAST SIDE.  THE TOTAL HEIGHT IS ABOUT 125
 CN3098'FEET.
 CN3098'
 CN3098'THIS PLANT AND TANK WERE BOUGHT BY THE COLSON LUMBER CO. A FEW
 CN3098'YEARS AGO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3099 ***********************************************************************
 CN3099  DESIGNATION -  EUTAW MUNICIPAL TANK
 CN3099  PID         -  CN3099
 CN3099  STATE/COUNTY-  AL/GREENE
 CN3099  USGS QUAD   -  EUTAW (1980)
 CN3099
 CN3099                         *CURRENT SURVEY CONTROL
 CN3099  ___________________________________________________________________
 CN3099* NAD 83(1992)-  32 50 29.16227(N)    087 53 13.69199(W)     ADJUSTED  
 CN3099* NAVD 88     -                                                        
 CN3099  ___________________________________________________________________
 CN3099  LAPLACE CORR-          -0.88  (seconds)                    DEFLEC99
 CN3099  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CN3099
 CN3099  HORZ ORDER  -  THIRD
 CN3099
 CN3099.The horizontal coordinates were established by classical geodetic methods
 CN3099.and adjusted by the National Geodetic Survey in May 1994..
 CN3099
 CN3099
 CN3099.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3099
 CN3099.The geoid height was determined by GEOID03.
 CN3099
 CN3099;                    North         East     Units Scale Factor Converg.
 CN3099;SPC AL W     -   315,094.586   563,758.559   MT  0.99994952   -0 12 35.8
 CN3099;UTM  16      - 3,634,057.103   416,978.091   MT  0.99968499   -0 28 52.1
 CN3099
 CN3099                          SUPERSEDED SURVEY CONTROL
 CN3099
 CN3099  NAD 83(1992)-  32 50 29.16233(N)    087 53 13.69199(W) AD(       ) 4
 CN3099  NAD 83(1986)-  32 50 29.16864(N)    087 53 13.69567(W) AD(       ) 4
 CN3099  NAD 27      -  32 50 28.70100(N)    087 53 13.65300(W) AD(       ) 3
 CN3099
 CN3099.Superseded values are not recommended for survey control.
 CN3099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3099.See file dsdata.txt to determine how the superseded data were derived.
 CN3099
 CN3099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1697834057(NAD 83)
 CN3099_MARKER: 53 = ELEVATED TANK
 CN3099
 CN3099  HISTORY     - Date     Condition        Report By
 CN3099  HISTORY     - 1939     FIRST OBSERVED   CGS
 CN3099  HISTORY     - 1955     GOOD             CGS
 CN3099
 CN3099                          STATION DESCRIPTION
 CN3099
 CN3099'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CN3099'STATION WAS LISTED BUT NOT DESCRIBED IN 1939 AS EUTAW, ALABAMA
 CN3099'WATER SERVICE CO., TANK.  DESCRIPTION FOLLOWS-
 CN3099'
 CN3099'STATION IS THE METAL BALL AT THE APEX OF THE ROOF OF THE MUNICIPAL
 CN3099'WATER TANK, LOCATED NEAR THE CENTER OF EUTAW, ABOUT 200 FEET
 CN3099'NORTH OF MAIN ST., BETWEEN PARAIRE AND MORROW AVENUES.  IT IS
 CN3099'A 4 LEGGED SLENDER STEEL TANK, WITH A FLAT CONICAL ROOF AND DEEP
 CN3099'OVAL BOTTOM AND A SMALL VERTICAL FEED PIPE.  IT IS ATOP A 4
 CN3099'LEGGED STEEL STRUCTURE.  THE ENTIRE STRUCTURE IS PAINTED SILVER
 CN3099'AND IS ABOUT 130 FEET HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3097 ***********************************************************************
 CN3097  DESIGNATION -  EUTAW PRESB CHURCH SPIRE
 CN3097  PID         -  CN3097
 CN3097  STATE/COUNTY-  AL/GREENE
 CN3097  USGS QUAD   -  EUTAW (1980)
 CN3097
 CN3097                         *CURRENT SURVEY CONTROL
 CN3097  ___________________________________________________________________
 CN3097* NAD 83(1992)-  32 50 28.87144(N)    087 53 25.63744(W)     ADJUSTED  
 CN3097* NAVD 88     -                                                        
 CN3097  ___________________________________________________________________
 CN3097  LAPLACE CORR-          -0.86  (seconds)                    DEFLEC99
 CN3097  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CN3097
 CN3097  HORZ ORDER  -  THIRD
 CN3097
 CN3097.The horizontal coordinates were established by classical geodetic methods
 CN3097.and adjusted by the National Geodetic Survey in May 1994..
 CN3097
 CN3097
 CN3097.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3097
 CN3097.The geoid height was determined by GEOID03.
 CN3097
 CN3097;                    North         East     Units Scale Factor Converg.
 CN3097;SPC AL W     -   315,086.770   563,447.896   MT  0.99994980   -0 12 42.3
 CN3097;UTM  16      - 3,634,050.759   416,667.476   MT  0.99968562   -0 28 58.6
 CN3097
 CN3097                          SUPERSEDED SURVEY CONTROL
 CN3097
 CN3097  NAD 83(1992)-  32 50 28.87162(N)    087 53 25.63720(W) AD(       ) 4
 CN3097  NAD 83(1986)-  32 50 28.87789(N)    087 53 25.64096(W) AD(       ) 4
 CN3097  NAD 27      -  32 50 28.41400(N)    087 53 25.59300(W) AD(       ) 3
 CN3097
 CN3097.Superseded values are not recommended for survey control.
 CN3097.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3097.See file dsdata.txt to determine how the superseded data were derived.
 CN3097
 CN3097_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1666734051(NAD 83)
 CN3097_MARKER: 90 = CHURCH SPIRE
 CN3097
 CN3097  HISTORY     - Date     Condition        Report By
 CN3097  HISTORY     - 1955     FIRST OBSERVED   CGS
 CN3097
 CN3097                          STATION DESCRIPTION
 CN3097
 CN3097'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CN3097'STATION IS THE TOP OF THE SPIRE OF THE PRESBYTERIAN CHURCH,
 CN3097'LOCATED IN THE NORTHWEST ANGLE OF THE INTERSECTION OF MAIN STREET
 CN3097'AND WILSON AVE.  IN EUTAW.  IT IS A WOOD SPIRE WITH A METAL ROOF,
 CN3097'ATOP A FRAME CHURCH.  THE TOTAL HEIGHT IS ABOUT 80 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2976 ***********************************************************************
 CN2976  DESIGNATION -  EVAN
 CN2976  PID         -  CN2976
 CN2976  STATE/COUNTY-  AL/AUTAUGA
 CN2976  USGS QUAD   -  VIDA (1987)
 CN2976
 CN2976                         *CURRENT SURVEY CONTROL
 CN2976  ___________________________________________________________________
 CN2976* NAD 83(1992)-  32 32 48.12232(N)    086 38 50.56676(W)     ADJUSTED  
 CN2976* NAVD 88     -       171.8    (meters)     564.     (feet)  VERTCON   
 CN2976  ___________________________________________________________________
 CN2976  LAPLACE CORR-           0.70  (seconds)                    DEFLEC99
 CN2976  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CN2976
 CN2976  HORZ ORDER  -  SECOND
 CN2976
 CN2976.The horizontal coordinates were established by classical geodetic methods
 CN2976.and adjusted by the National Geodetic Survey in December 1992..
 CN2976
 CN2976.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN2976.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN2976
 CN2976.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2976
 CN2976.The geoid height was determined by GEOID03.
 CN2976
 CN2976;                    North         East     Units Scale Factor Converg.
 CN2976;SPC AL W     -   282,665.296   680,080.979   MT  1.00001238   +0 27 31.4
 CN2976;UTM  16      - 3,601,090.767   533,107.822   MT  0.99961352   +0 11 22.9
 CN2976
 CN2976!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2976!SPC AL W     -   0.99997746  x   1.00001238  =   0.99998984
 CN2976!UTM  16      -   0.99997746  x   0.99961352  =   0.99959099
 CN2976
 CN2976|---------------------------------------------------------------------|
 CN2976| PID    Reference Object                     Distance      Geod. Az  |
 CN2976|                                                           dddmmss.s |
 CN2976| CF9689 EVAN RM 1                            16.378 METERS 13632     |
 CN2976| CF9688 EVAN AZ MK                                         3171314.4 |
 CN2976| CF9690 EVAN RM 2                            14.842 METERS 31752     |
 CN2976| CN2978 BILLINGSLEY TRANSCON GAS MAST       APPROX.15.4 KM 3335424.8 |
 CN2976|---------------------------------------------------------------------|
 CN2976
 CN2976                          SUPERSEDED SURVEY CONTROL
 CN2976
 CN2976  NAD 83(1986)-  32 32 48.13207(N)    086 38 50.57026(W) AD(       ) 2
 CN2976  NAD 27      -  32 32 47.65125(N)    086 38 50.64195(W) AD(       ) 2
 CN2976  NGVD 29 (07/19/86)  171.8    (m)          564.     (f) VERT ANG       
 CN2976
 CN2976.Superseded values are not recommended for survey control.
 CN2976.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2976.See file dsdata.txt to determine how the superseded data were derived.
 CN2976
 CN2976_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB3310801091(NAD 83)
 CN2976_MARKER: DS = TRIANGULATION STATION DISK
 CN2976_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2976_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN2976
 CN2976  HISTORY     - Date     Condition        Report By
 CN2976  HISTORY     - 1971     MONUMENTED       NGS
 CN2976
 CN2976                          STATION DESCRIPTION
 CN2976
 CN2976'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2976'THE STATION IS LOCATED 21 MILES SOUTHEAST OF MAPLESVILLE, 14 MILES
 CN2976'NORTHWEST OF PRATTVILLE, IN THE SOUTHEAST QUARTER OF SECTION 10,
 CN2976'T 18 N, R 14 E, ON THE BOUNDARY BETWEEN THE UNION CAMP COMPANY AND
 CN2976'THE RIGHT-OF-WAY OF U.S. HIGHWAY 82.
 CN2976'
 CN2976'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 CN2976'HIGHWAY 22 ABOUT 1-1/2 MILES SOUTH OF MAPLESVILLE, GO SOUTHEAST ON
 CN2976'HIGHWAY 82 FOR 13.5 MILES TO ITS JUNCTION WITH COUNTY ROUTE 37.
 CN2976'CONTINUE SOUTHEAST ON HIGHWAY 82 FOR 5.1 MILES TO ITS JUNCTION
 CN2976'WITH COUNTY ROUTE 19.  CONTINUE SOUTHEAST ON HIGHWAY 82 FOR 2.7
 CN2976'MILES TO A DIXIE PIPELINE COMPANY CROSSING AND THE AZIMUTH MARK ON
 CN2976'THE LEFT.  CONTINUE SOUTHEAST ON HIGHWAY 82 FOR 0.2 MILE TO THE TOP
 CN2976'OF GRADE AND THE STATION ON THE RIGHT, ACROSS THE ROAD FROM THE
 CN2976'J.E. BONE GENERAL STORE AND SERVICE STATION.
 CN2976'
 CN2976'THE STATION MARKS ARE STANDARD DISKS STAMPED EVAN 1971.  THE SURFACE
 CN2976'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CN2976'WHICH IS FLUSH WITH THE GROUND.  IT IS 64 FEET SOUTHWEST OF THE
 CN2976'CENTER OF THE HIGHWAY, 54.5 FEET NORTHWEST OF A TELEPHONE POLE, 53.0
 CN2976'FEET NORTHWEST OF A METAL WITNESS POST, AND ABOUT 8 FEET HIGHER
 CN2976'THAN THE HIGHWAY.  THE UNDERGROUND DISK IS SET IN THE TOP OF AN
 CN2976'IRREGULAR MASS OF CONCRETE WHICH IS 42 INCHES BELOW THE SURFACE.
 CN2976'
 CN2976'REFERENCE MARK 1 IS A STANDARD DISK STAMPED EVAN NO 1 1971, SET IN
 CN2976'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 CN2976'WITH THE GROUND.  IT IS 58 FEET SOUTHWEST OF THE CENTER OF THE
 CN2976'HIGHWAY, 5.2 FEET SOUTHWEST OF THE TELEPHONE POLE, 5.0 FEET
 CN2976'SOUTHWEST OF THE WITNESS POST, AND ABOUT 10 FEET HIGHER THAN THE
 CN2976'HIGHWAY.
 CN2976'
 CN2976'REFERENCE MARK 2 IS A STANDARD DISK STAMPED EVAN NO 2 1971, SET IN
 CN2976'THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH
 CN2976'WITH THE GROUND.  IT IS 64 FEET SOUTHWEST OF THE CENTER, AND
 CN2976'ABOUT 5 FEET HIGHER THAN THE CENTER OF THE HIGHWAY.
 CN2976'
 CN2976'THE AZIMUTH MARK IS A STANDARD DISK STAMPED EVAN 1971, SET IN THE
 CN2976'TOP OF A 14-INCH CYLINDRICAL CONCRETE MONUMENT WHICH IS FLUSH WITH
 CN2976'THE GROUND.  IT IS 51 FEET SOUTHEAST OF THE CENTER OF THE PIPELINE
 CN2976'CROSSING.  50 FEET NORTHEAST OF THE CENTER OF THE HIGHWAY, 4.5
 CN2976'FEET WEST OF A METAL WITNESS POST, AND 2.1 FEET SOUTHWEST OF A
 CN2976'WIRE FENCE.
 CN2976'
 CN2976'HEIGHT OF LIGHT ABOVE STATION MARK 1.6 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0173 ***********************************************************************
 BU0173  DESIGNATION -  EVANS
 BU0173  PID         -  BU0173
 BU0173  STATE/COUNTY-  AL/CRENSHAW
 BU0173  USGS QUAD   -  FULLERS CROSSROADS (1971)
 BU0173
 BU0173                         *CURRENT SURVEY CONTROL
 BU0173  ___________________________________________________________________
 BU0173* NAD 83(1992)-  31 51 50.45827(N)    086 17 33.85939(W)     ADJUSTED  
 BU0173* NAVD 88     -       173.049  (meters)     567.74   (feet)  ADJUSTED  
 BU0173  ___________________________________________________________________
 BU0173  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 BU0173  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BU0173  DYNAMIC HT  -         172.842 (meters)     567.07  (feet)  COMP
 BU0173  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 BU0173
 BU0173  HORZ ORDER  -  FIRST
 BU0173  VERT ORDER  -  SECOND    CLASS 0
 BU0173
 BU0173.The horizontal coordinates were established by classical geodetic methods
 BU0173.and adjusted by the National Geodetic Survey in December 1992..
 BU0173
 BU0173.The orthometric height was determined by differential leveling
 BU0173.and adjusted by the National Geodetic Survey in June 1991..
 BU0173
 BU0173.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0173
 BU0173.The geoid height was determined by GEOID03.
 BU0173
 BU0173.The dynamic height is computed by dividing the NAVD 88
 BU0173.geopotential number by the normal gravity value computed on the
 BU0173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0173.degrees latitude (g = 980.6199 gals.).
 BU0173
 BU0173.The modeled gravity was interpolated from observed gravity values.
 BU0173
 BU0173;                    North         East     Units Scale Factor Converg.
 BU0173;SPC AL E     -   151,318.010   156,526.926   MT  0.99998330   -0 14 33.1
 BU0173;SPC AL W     -   207,282.043   714,242.111   MT  1.00009424   +0 38 14.6
 BU0173;UTM  16      - 3,525,581.070   566,903.774   MT  0.99965520   +0 22 24.2
 BU0173
 BU0173!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0173!SPC AL E     -   0.99997705  x   0.99998330  =   0.99996035
 BU0173!SPC AL W     -   0.99997705  x   1.00009424  =   1.00007129
 BU0173!UTM  16      -   0.99997705  x   0.99965520  =   0.99963226
 BU0173
 BU0173|---------------------------------------------------------------------|
 BU0173| PID    Reference Object                     Distance      Geod. Az  |
 BU0173|                                                           dddmmss.s |
 BU0173| BU0175 EVANS RM 2                           23.636 METERS 01355     |
 BU0173| CS7024 EVANS RM 3                           23.406 METERS 13519     |
 BU0173| BU0176 EVANS AZ MK                                        1565710.1 |
 BU0173| BU0174 EVANS RM 1                           21.482 METERS 28421     |
 BU0173|---------------------------------------------------------------------|
 BU0173
 BU0173                          SUPERSEDED SURVEY CONTROL
 BU0173
 BU0173  NAD 83(1986)-  31 51 50.46845(N)    086 17 33.86228(W) AD(       ) 1
 BU0173  NAD 27      -  31 51 49.92000(N)    086 17 33.98800(W) AD(       ) 1
 BU0173  NGVD 29 (??/??/92)  173.028  (m)          567.68   (f) ADJ UNCH    2 0
 BU0173
 BU0173.Superseded values are not recommended for survey control.
 BU0173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0173.See file dsdata.txt to determine how the superseded data were derived.
 BU0173
 BU0173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6690425581(NAD 83)
 BU0173_MARKER: DB = BENCH MARK DISK
 BU0173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0173_STAMPING: EVANS 1943
 BU0173_MARK LOGO: CGS   
 BU0173_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU0173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0173+STABILITY: SURFACE MOTION
 BU0173
 BU0173  HISTORY     - Date     Condition        Report By
 BU0173  HISTORY     - 1943     MONUMENTED       CGS
 BU0173  HISTORY     - 1943     GOOD             CGS
 BU0173  HISTORY     - 19820712 GOOD             NGS
 BU0173
 BU0173                          STATION DESCRIPTION
 BU0173
 BU0173'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BU0173'THE STATION IS LOCATED ON THE GEORGE EVANS FARM, WHICH IS 11.55
 BU0173'MILES N OF THE TRAFFIC LIGHT ON STATE HIGHWAY 9 IN THE TOWN OF
 BU0173'LUVERNE.  IT IS SITUATED IN THE FRONT YARD OF AN OLD TENANT HOUSE,
 BU0173'ON THE HIGHEST POINT IN THE VICINITY, 35 FEET S OF A 2 1/2-FOOT
 BU0173'HICKORY TREE, 13 FEET W OF THE CENTER OF THE OLD ROAD.  IT IS
 BU0173'STAMPED EVANS 1943 AND PROJECTS ABOUT 2 INCHES.
 BU0173'
 BU0173'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU0173'DISKS SET IN CONCRETE.
 BU0173'
 BU0173'REFERENCE MARK NO. 1 IS W OF THE STATION, 5 FEET SE OF THE BASE
 BU0173'OF A RED BRICK CHIMNEY.  IT IS STAMPED EVANS NO. 1 1943 AND
 BU0173'PROJECTS 4 INCHES.
 BU0173'
 BU0173'REFERENCE MARK NO. 2 IS N OF THE STATION, 16 FEET E OF THE CENTER
 BU0173'OF THE OLD ROAD AT THE EDGE OF A CULTIVATED FIELD.  IT IS STAMPED
 BU0173'EVANS NO. 2 1943.  PROJECTS 4 INCHES.
 BU0173'
 BU0173'THE AZIMUTH MARK IS 0.4 MILE SE OF THE STATION AT A WOODEN GATE,
 BU0173'50 FEET E OF STATE HIGHWAY 9, 1 FOOT W OF A FENCE LINE.  IT IS
 BU0173'STAMPED EVANS 1943 AND PROJECTS 3 INCHES.  TO REACH FROM THE
 BU0173'STATION FOLLOW DESCRIPTION BACK TO STATE HIGHWAY 9, TURN RIGHT
 BU0173'AND GO 0.4 MILE TO THE AZIMUTH MARK ON THE LEFT.
 BU0173'
 BU0173'TO REACH THE STATION FROM THE TRAFFIC LIGHT ON STATE HIGHWAY 9 IN
 BU0173'LUVERNE, GO W AND N ON STATE HIGHWAY 9 FOR 11.55 MILES TO A FARM
 BU0173'ROAD LEFT, TURN LEFT AND GO 0.05 MILE TO THE EVANS FARMHOUSE, TURN
 BU0173'LEFT JUST BEFORE REACHING THE HOUSE AND GO 0.15 MILE TO THE
 BU0173'STATION.
 BU0173'
 BU0173'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION HONORA.
 BU0173'
 BU0173'A 77-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION MT. CARMEL
 BU0173'1892.
 BU0173'
 BU0173'A 77-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION GRADY.
 BU0173'
 BU0173'A 77-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION HIGHLAND.
 BU0173'
 BU0173'A 77-FOOT TOWER WILL SEE A 74-FOOT LIGHT AT STATION CURRY.
 BU0173'
 BU0173'A 77-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION MC LEOD.
 BU0173'
 BU0173'A 37-FOOT TOWER WILL SEE A 4-FOOT LIGHT AT STATION GIDDENS.
 BU0173'
 BU0173'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 BU0173
 BU0173                          STATION RECOVERY (1943)
 BU0173
 BU0173'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943
 BU0173'6.6 MI S FROM HIGHLAND HOME.
 BU0173'6.6 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT HIGHLAND
 BU0173'HOME, CRENSHAW COUNTY, 0.2 MILE WEST OF THE HIGHWAY, 0.2 MILE SOUTH OF
 BU0173'THE RESIDENCE OF G. R. EVANS (IN 1943), ON THE WEST BANK OF AN
 BU0173'ABANDONED ROAD (NORTH-AND-SOUTH), 75.4 FEET EAST-SOUTHEASST OF THE
 BU0173'CHIMNEY OF AN ABANDONED HOUSE, 35.1 FEET SOUTH-SOUTHEAST OF A 36-INCH
 BU0173'HICKORY TREE, AND 7 FEET WEST OF THE CENTER LINE OF THE ROAD. A
 BU0173'STANDARD TRIANGULATION-STATION DISK, STAMPED EVANS 1943 AND SET IN THE
 BU0173'TOP OF A CONCRETE POST PROJECTING 1 INCH ABOVE GROUND.
 BU0173
 BU0173                          STATION RECOVERY (1982)
 BU0173
 BU0173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 BU0173'THE STATION AND REFERENCE MARK NO 2 WERE RECOVERED IN GOOD CONDITION.
 BU0173'REFERENCE MARK NO 1 WAS FOUND DESTROYED.  THE AZIMUTH MARK WAS NOT
 BU0173'FOUND AND WOULD NOT BE VISIBLE AT THIS TIME DUE TO TREES AND A
 BU0173'BUILDING.  NO SUITABLE LOCATION FOR A NEW AZIMUTH MARK WAS AVAILABLE.
 BU0173'A NEW REFERENCE MARK NO 3 WAS ESTABLISHED AT THIS DATE.  A NEW
 BU0173'DESCRIPTION FOLLOWS.  THE STATION IS LOCATED ABOUT 11.5 MI (18.51 KM)
 BU0173'NORTH OF LUVERNE, ON THE HIGHEST POINT IN THE VICINITY ON THE WEST
 BU0173'SIDE OF US HIGHWAY 331.  TO REACH FROM THE JUNCTION OF COUNTY ROUTE 50
 BU0173'AND US HIGHWAY 331 ABOUT 8 MI (12.87 KM) NORTH OF LUVERNE, GO NORTH ON
 BU0173'US HIGHWAY 331 FOR 3.7 MI (5.95 KM) TO THE BODIFORD GROCERY STORE ON
 BU0173'THE LEFT AND STATION ABOUT 100 YARDS WEST OF STORE AT WEST SIDE OF OLD
 BU0173'ABANDONED ROAD BED. THE STATION IS A STANDARD CGS DISK, STAMPED EVANS
 BU0173'1943, SET IN THE TOP A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.
 BU0173'IT IS 3.96 M (12.99 FT) WEST OF THE OLD ROAD BED, 11.58 M (37.99 FT)
 BU0173'EAST OF THE EAST EDGE OF A CULTIVATED FIELD, 4.45 M (14.60 FT) SOUTH
 BU0173'SOUTHWEST OF AN 8 INCH OAK TREE, 1.58 M (5.18 FT) WEST NORTHWEST OF AN
 BU0173'8 INCH OAK TREE, 1.46 M (4.79 FT) WEST OF A FENCELINE AND 0.30 M (0.98
 BU0173'FT) WEST NORTHWEST OF A METAL WITNESS POST AND SIGN. REFERENCE MARK NO
 BU0173'2 IS A STANDARD CGS DISK, STAMPED EVANS NO 2 1943, SET IN THE TOP OF A
 BU0173'SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 9.63 M (31.59 FT)
 BU0173'NORTH OF A 12 INCH OAK TREE, 4.4 M (14.44 FT) EAST OF A FENCELINE,
 BU0173'2.25 M (7.38 FT) SOUTH SOUTHEAST OF A TRIPLE TRUNKED HICKORY TREE AND
 BU0173'0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND SIGN. REFERENCE MARK
 BU0173'NO 3 IS A STANDARD NGS DISK, STAMPED EVANS 1943 NO 3 1982, SET IN THE
 BU0173'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS AT THE
 BU0173'NORTH EDGE OF A DOG PEN, 8.72 M (28.61 FT) SOUTHWEST OF A 6 INCH WATER
 BU0173'OAK TREE, 5.49 M (18.01 FT) EAST OF THE NORTHWEST CORNER OF DOG PEN,
 BU0173'5.30 M (17.39 FT) WEST OF THE NORTHEAST CORNER OF DOG PEN AND 0.30 M
 BU0173'(0.98 FT) NORTH OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1591 ***********************************************************************
 DG1591  DESIGNATION -  EVANS
 DG1591  PID         -  DG1591
 DG1591  STATE/COUNTY-  AL/CLAY
 DG1591  USGS QUAD   -  MELLOW VALLEY (1969)
 DG1591
 DG1591                         *CURRENT SURVEY CONTROL
 DG1591  ___________________________________________________________________
 DG1591* NAD 83(1992)-  33 08 53.64107(N)    085 44 17.12307(W)     ADJUSTED  
 DG1591* NAVD 88     -       369.613  (meters)    1212.64   (feet)  ADJUSTED  
 DG1591  ___________________________________________________________________
 DG1591  LAPLACE CORR-          -0.83  (seconds)                    DEFLEC99
 DG1591  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DG1591  DYNAMIC HT  -         369.184 (meters)    1211.23  (feet)  COMP
 DG1591  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 DG1591
 DG1591  HORZ ORDER  -  FIRST
 DG1591  VERT ORDER  -  SECOND    CLASS 0
 DG1591
 DG1591.The horizontal coordinates were established by classical geodetic methods
 DG1591.and adjusted by the National Geodetic Survey in December 1992..
 DG1591
 DG1591.The orthometric height was determined by differential leveling
 DG1591.and adjusted by the National Geodetic Survey in June 1991..
 DG1591
 DG1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG1591
 DG1591.The geoid height was determined by GEOID03.
 DG1591
 DG1591.The dynamic height is computed by dividing the NAVD 88
 DG1591.geopotential number by the normal gravity value computed on the
 DG1591.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1591.degrees latitude (g = 980.6199 gals.).
 DG1591
 DG1591.The modeled gravity was interpolated from observed gravity values.
 DG1591
 DG1591;                    North         East     Units Scale Factor Converg.
 DG1591;SPC AL E     -   293,638.569   208,885.552   MT  0.99996097   +0 03 07.5
 DG1591;UTM  16      - 3,668,429.075   617,688.737   MT  0.99977077   +0 41 24.4
 DG1591
 DG1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG1591!SPC AL E     -   0.99994653  x   0.99996097  =   0.99990750
 DG1591!UTM  16      -   0.99994653  x   0.99977077  =   0.99971732
 DG1591
 DG1591|---------------------------------------------------------------------|
 DG1591| PID    Reference Object                     Distance      Geod. Az  |
 DG1591|                                                           dddmmss.s |
 DG1591| DG1592 EVANS RM 1                           16.205 METERS 02711     |
 DG1591| DG1605 BUCK MTN                            APPROX.10.8 KM 0841054.7 |
 DG1591| CZ2546 EVANS AZ MK                                        1661135.7 |
 DG1591| DG1590 EVANS RM 2                           15.382 METERS 27849     |
 DG1591|---------------------------------------------------------------------|
 DG1591
 DG1591                          SUPERSEDED SURVEY CONTROL
 DG1591
 DG1591  NAD 83(1986)-  33 08 53.64536(N)    085 44 17.12449(W) AD(       ) 1
 DG1591  NAD 27      -  33 08 53.21800(N)    085 44 17.27000(W) AD(       ) 1
 DG1591  NGVD 29 (??/??/92)  369.545  (m)         1212.42   (f) ADJ UNCH    2 0
 DG1591
 DG1591.Superseded values are not recommended for survey control.
 DG1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1591.See file dsdata.txt to determine how the superseded data were derived.
 DG1591
 DG1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB1768968429(NAD 83)
 DG1591_MARKER: DS = TRIANGULATION STATION DISK
 DG1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1591_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1591_STAMPING: EVANS 1941
 DG1591_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1591+STABILITY: SURFACE MOTION
 DG1591
 DG1591  HISTORY     - Date     Condition        Report By
 DG1591  HISTORY     - 1941     MONUMENTED       CGS
 DG1591  HISTORY     - 1949     GOOD             NGS
 DG1591  HISTORY     - 1972     GOOD             ALHD
 DG1591
 DG1591                          STATION DESCRIPTION
 DG1591
 DG1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 DG1591'STATION IS ABOUT 2 MILES NNE OF THE MOUNTAIN SCHOOL, AND ABOUT
 DG1591'8 MILES NNE OF NEWSITE, ON THE SW END OF A PROMINENT TIMBERED
 DG1591'HILL LOCALLY CALLED EVANS OR BLACK JACK RIDGE.  IT IS THE HIGHEST
 DG1591'POINT IN THE IMMEDIATE VICINITY.
 DG1591'
 DG1591'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DG1591'BRONZE DISKS SET IN CONCRETE.
 DG1591'
 DG1591'THE AZIMUTH MARK WAS SET 0.8 MILE S OF THE STATION, 14 FEET W
 DG1591'OF CENTER LINE OF DIRT ROAD, ON PROPERTY OWNED AND OCCUPIED BY
 DG1591'A MR. H.P. TAWNARD, WHO LIVES 0.1 MILE N OF MARK.  A WHITE WOODEN
 DG1591'4- BY 4-INCH POST WAS SET 2.5 FEET S OF THE MARK.
 DG1591'
 DG1591'TO REACH THE AZIMUTH MARK FROM THE STATION, GO BACK TO THE
 DG1591'RIDGE ROAD AND TURN RIGHT, GO S 0.35 MILE TO DIRT ROAD LEFT,
 DG1591'TURN SHARP LEFT AND GO SE 1.25 MILES TO TOP OF HILL AND MARK ON
 DG1591'THE RIGHT.
 DG1591'
 DG1591'TO REACH THE STATION FROM NEWSITE, GO NE ON STATE HIGHWAY 63,
 DG1591'1.0 MILE, TO A LEFT FORK, TURN LEFT AND GO NW ON GRADED DIRT
 DG1591'ROAD 0.2 MILE TO ANOTHER LEFT FORK, TURN LEFT AND FOLLOW THE
 DG1591'MAIN-TRAVELED ROAD NW FOR 2.6 MILES TO THE GOLDVILLE CROSSROADS
 DG1591'AND A LARGE OAK TREE, TURN RIGHT AND FOLLOW THE MAIN GRADED ROAD
 DG1591'N FOR 3.4 MILES TO THE FORKS AT THE MOUNTAIN SCHOOL, TAKE LEFT
 DG1591'FORK AND CONTINUE N 1.4 MILES TO ANOTHER FORK, TAKE THE RIGHT
 DG1591'FORK OFF THE ASHLAND HIGHWAY AND GO NE ON THE RIDGE ROAD FOR 0.3
 DG1591'MILE TO ANOTHER FORK, TAKE LEFT FORK AND CONTINUE NE 0.4 MILE.
 DG1591'AT THIS POINT THERE IS A HOUSE ABOUT 0.2 MILE NE ON THE
 DG1591'LEFT.
 DG1591'
 DG1591'TURN SHARP LEFT ON A DIM WOODS ROAD IN A SOUTHWESTERLY DIRECTION
 DG1591'FOR 0.1 MILE TO TOP OF HILL AND STATION ON THE LEFT.
 DG1591'
 DG1591'HEIGHT OF LIGHT ABOVE STATION MARK - 18 METERS.
 DG1591
 DG1591                          STATION RECOVERY (1949)
 DG1591
 DG1591'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 DG1591'3.8 MI SE FROM MELLOW VALLEY.
 DG1591'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL
 DG1591'AT MELLOW VALLEY, THENCE ABOUT 3.0 MILES SOUTH ALONG A GRAVEL
 DG1591'ROAD LEADING TO GOLDVILLE, THENCE ABOUT 0.6 MILE EAST ALONG A
 DG1591'GRAVEL ROAD, ON THE CREST OF A HILL, 193 FEET NORTHWEST OF THE
 DG1591'CENTER LINE OF THE ROAD, 53 FEET SOUTH-SOUTHWEST OF R.M. NO. 1,
 DG1591'50 FEET EAST OF R.M. NO. 2, 45 1/2 FEET EAST-SOUTHEAST OF A
 DG1591'TRIANGULAR BLAZED 8-INCH OAK TREE, 29 FEET NORTH-NORTHEAST OF
 DG1591'A TRIANGULAR BLAZED 9-INCH OAK TREE, 33 FEET SOUTHWEST OF A
 DG1591'TRIANGULAR BLAZED 9-INCH OAK TREE, AND SET IN THE TOP OF A CONCRETE
 DG1591'POST PROJECTING 4 INCHES.
 DG1591
 DG1591                          STATION RECOVERY (1972)
 DG1591
 DG1591'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1972 (JDS)
 DG1591'EVANS 1941 RECOVERED GOOD.
 DG1591'
 DG1591'EVANS NO. 1 1941 RECOVERED GOOD.
 DG1591'
 DG1591'EVANS NO. 2 1941 RECOVERED GOOD.
 DG1591'
 DG1591'EVANS AZIMUTH 1941 DISTURBED - FOUND LYING ON SIDE IN WOODS.
 DG1591'
 DG1591'ROAD HAS BEEN WIDENED BESIDE AZIMUTH MARK AND MARK WAS PUSHED OUT OF
 DG1591'THE GROUND AND INTO THE TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0176 ***********************************************************************
 BU0176  DESIGNATION -  EVANS AZ MK
 BU0176  PID         -  BU0176
 BU0176  STATE/COUNTY-  AL/CRENSHAW
 BU0176  USGS QUAD   -  FULLERS CROSSROADS (1971)
 BU0176
 BU0176                         *CURRENT SURVEY CONTROL
 BU0176  ___________________________________________________________________
 BU0176* NAD 83(1986)-  31 51 35.     (N)    086 17 27.     (W)     SCALED    
 BU0176* NAVD 88     -       166.933  (meters)     547.68   (feet)  ADJUSTED  
 BU0176  ___________________________________________________________________
 BU0176  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 BU0176  DYNAMIC HT  -         166.733 (meters)     547.02  (feet)  COMP
 BU0176  MODELED GRAV-     979,441.6   (mgal)                       NAVD 88
 BU0176
 BU0176  VERT ORDER  -  SECOND    CLASS 0
 BU0176
 BU0176.The horizontal coordinates were scaled from a topographic map and have
 BU0176.an estimated accuracy of +/- 6 seconds.
 BU0176
 BU0176.The orthometric height was determined by differential leveling
 BU0176.and adjusted by the National Geodetic Survey in June 1991..
 BU0176
 BU0176.The geoid height was determined by GEOID03.
 BU0176
 BU0176.The dynamic height is computed by dividing the NAVD 88
 BU0176.geopotential number by the normal gravity value computed on the
 BU0176.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0176.degrees latitude (g = 980.6199 gals.).
 BU0176
 BU0176.The modeled gravity was interpolated from observed gravity values.
 BU0176
 BU0176;                    North         East    Units  Estimated Accuracy
 BU0176;SPC AL E     -   150,840.      156,710.      MT  (+/- 180 meters Scaled)
 BU0176
 BU0176                          SUPERSEDED SURVEY CONTROL
 BU0176
 BU0176  NGVD 29 (??/??/92)  166.913  (m)          547.61   (f) ADJ UNCH    2 0
 BU0176
 BU0176.Superseded values are not recommended for survey control.
 BU0176.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0176.See file dsdata.txt to determine how the superseded data were derived.
 BU0176
 BU0176_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA670251(NAD 83)
 BU0176_MARKER: DZ = AZIMUTH MARK DISK
 BU0176_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0176_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0176_STAMPING: EVANS 1943
 BU0176_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0176+STABILITY: SURFACE MOTION
 BU0176
 BU0176  HISTORY     - Date     Condition        Report By
 BU0176  HISTORY     - 1943     MONUMENTED       CGS
 BU0176
 BU0176                          STATION DESCRIPTION
 BU0176
 BU0176'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0176'6.7 MI S FROM HIGHLAND HOME.
 BU0176'6.7 MILES SOUTH ALONG STATE HIGHWAY 9 FROM THE POST OFFICE AT HIGHLAND
 BU0176'HOME, CRENSHAW COUNTY, 0.2 MILE NORTH OF A SIDE ROAD LEADING
 BU0176'SOUTHEAST, 51 FEET EAST OF THE CENTER LINE OF THE HIGHWAY, AT THE
 BU0176'NORTHWEST CORNER OF A FIELD, 6 FEET SOUTH OF THE CENTER LINE OF A
 BU0176'PRIVATE ROAD LEADING EAST DOWN A HILL, 1.3 FEET WEST OF A FENCE, AND
 BU0176'1.5 FEET SOUTHWEST OF THE SOUTH GATEPOST OF THE FENCE.  A STANDARD
 BU0176'REFERENCE-MARK DISK, STAMPED EVANS 1943 AND SET IN THE TOP OF A
 BU0176'CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0174 ***********************************************************************
 BU0174  DESIGNATION -  EVANS RM 1
 BU0174  PID         -  BU0174
 BU0174  STATE/COUNTY-  AL/CRENSHAW
 BU0174  USGS QUAD   -  FULLERS CROSSROADS (1971)
 BU0174
 BU0174                         *CURRENT SURVEY CONTROL
 BU0174  ___________________________________________________________________
 BU0174* NAD 83(1986)-  31 51 50.     (N)    086 17 33.     (W)     SCALED    
 BU0174* NAVD 88     -       172.070  (meters)     564.53   (feet)  ADJUSTED  
 BU0174  ___________________________________________________________________
 BU0174  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BU0174  DYNAMIC HT  -         171.865 (meters)     563.86  (feet)  COMP
 BU0174  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 BU0174
 BU0174  VERT ORDER  -  SECOND    CLASS 0
 BU0174
 BU0174.The horizontal coordinates were scaled from a topographic map and have
 BU0174.an estimated accuracy of +/- 6 seconds.
 BU0174
 BU0174.The orthometric height was determined by differential leveling
 BU0174.and adjusted by the National Geodetic Survey in June 1991..
 BU0174
 BU0174.The geoid height was determined by GEOID03.
 BU0174
 BU0174.The dynamic height is computed by dividing the NAVD 88
 BU0174.geopotential number by the normal gravity value computed on the
 BU0174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0174.degrees latitude (g = 980.6199 gals.).
 BU0174
 BU0174.The modeled gravity was interpolated from observed gravity values.
 BU0174
 BU0174;                    North         East    Units  Estimated Accuracy
 BU0174;SPC AL E     -   151,300.      156,550.      MT  (+/- 180 meters Scaled)
 BU0174
 BU0174                          SUPERSEDED SURVEY CONTROL
 BU0174
 BU0174  NGVD 29 (??/??/92)  172.050  (m)          564.47   (f) ADJ UNCH    2 0
 BU0174
 BU0174.Superseded values are not recommended for survey control.
 BU0174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0174.See file dsdata.txt to determine how the superseded data were derived.
 BU0174
 BU0174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA669255(NAD 83)
 BU0174_MARKER: DR = REFERENCE MARK DISK
 BU0174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0174_STAMPING: EVANS NO 1 1943
 BU0174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0174+STABILITY: SURFACE MOTION
 BU0174
 BU0174  HISTORY     - Date     Condition        Report By
 BU0174  HISTORY     - 1943     MONUMENTED       CGS
 BU0174
 BU0174                          STATION DESCRIPTION
 BU0174
 BU0174'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0174'6.6 MI S FROM HIGHLAND HOME.
 BU0174'70.5 FEET WEST-NORTHWEST OF TRIANGULATION STATION EVANS DESCRIBED
 BU0174'ABOVE, 75 FEET WEST OF THE CENTER LINE OF THE ABANDONED ROAD, 54.1
 BU0174'FEET WEST-SOUTHWEST OF THE 36-INCH HICKORY TREE, AND 4.8 FEET EAST OF
 BU0174'THE SOUTHEAST CORNER OF THE BRICK CHIMNEY OF THE ABANDONED HOUSE.  A
 BU0174'STANDARD REFERENCE-MARK DISK, STAMPED EVANS NO 1 1943 AND SET IN THE
 BU0174'TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1592 ***********************************************************************
 DG1592  DESIGNATION -  EVANS RM 1
 DG1592  PID         -  DG1592
 DG1592  STATE/COUNTY-  AL/CLAY
 DG1592  USGS QUAD   -  MELLOW VALLEY (1969)
 DG1592
 DG1592                         *CURRENT SURVEY CONTROL
 DG1592  ___________________________________________________________________
 DG1592* NAD 83(1986)-  33 08 53.     (N)    085 44 17.     (W)     SCALED    
 DG1592* NAVD 88     -       369.343  (meters)    1211.75   (feet)  ADJUSTED  
 DG1592  ___________________________________________________________________
 DG1592  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DG1592  DYNAMIC HT  -         368.915 (meters)    1210.35  (feet)  COMP
 DG1592  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 DG1592
 DG1592  VERT ORDER  -  SECOND    CLASS 0
 DG1592
 DG1592.The horizontal coordinates were scaled from a topographic map and have
 DG1592.an estimated accuracy of +/- 6 seconds.
 DG1592
 DG1592.The orthometric height was determined by differential leveling
 DG1592.and adjusted by the National Geodetic Survey in June 1991..
 DG1592
 DG1592.The geoid height was determined by GEOID03.
 DG1592
 DG1592.The dynamic height is computed by dividing the NAVD 88
 DG1592.geopotential number by the normal gravity value computed on the
 DG1592.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1592.degrees latitude (g = 980.6199 gals.).
 DG1592
 DG1592.The modeled gravity was interpolated from observed gravity values.
 DG1592
 DG1592;                    North         East    Units  Estimated Accuracy
 DG1592;SPC AL E     -   293,620.      208,890.      MT  (+/- 180 meters Scaled)
 DG1592
 DG1592                          SUPERSEDED SURVEY CONTROL
 DG1592
 DG1592  NGVD 29 (??/??/92)  369.27   (m)         1211.5    (f) COMPUTED    2 0
 DG1592
 DG1592.Superseded values are not recommended for survey control.
 DG1592.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1592.See file dsdata.txt to determine how the superseded data were derived.
 DG1592
 DG1592_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB176684(NAD 83)
 DG1592_MARKER: DR = REFERENCE MARK DISK
 DG1592_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1592_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1592_STAMPING: EVANS NO 1 1941
 DG1592_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1592+STABILITY: SURFACE MOTION
 DG1592
 DG1592  HISTORY     - Date     Condition        Report By
 DG1592  HISTORY     - 1941     MONUMENTED       CGS
 DG1592  HISTORY     - 1949     GOOD             NGS
 DG1592
 DG1592                          STATION DESCRIPTION
 DG1592
 DG1592'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DG1592'3.8 MI SE FROM MELLOW VALLEY.
 DG1592'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL
 DG1592'AT MELLOW VALLEY, THENCE ABOUT 3.0 MILES SOUTH ALONG A GRAVEL
 DG1592'ROAD LEADING TO GOLDVILLE, THENCE ABOUT 0.6 MILE EAST ALONG A
 DG1592'GRAVEL ROAD, NEAR THE CREST OF A HILL, 84 FEET NORTHEAST OF R.M. NO.
 DG1592'2, 69 FEET NORTHEAST OF A TRIANGULAR BLAZED 8-INCH OAK TREE, 52
 DG1592'FEET NORTH-NORTHEAST OF THE STATION MARK, 32 FEET NORTH-NORTHWEST
 DG1592'OF A TRIANGULAR BLAZED 9-INCH OAK TREE, ABOUT 2 FEET LOWER
 DG1592'THAN THE STATION MARK AND SET IN THE TOP OF A CONCRETE POST
 DG1592'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0175 ***********************************************************************
 BU0175  DESIGNATION -  EVANS RM 2
 BU0175  PID         -  BU0175
 BU0175  STATE/COUNTY-  AL/CRENSHAW
 BU0175  USGS QUAD   -  FULLERS CROSSROADS (1971)
 BU0175
 BU0175                         *CURRENT SURVEY CONTROL
 BU0175  ___________________________________________________________________
 BU0175* NAD 83(1992)-  31 51 51.20311(N)    086 17 33.64305(W)     ADJUSTED  
 BU0175* NAVD 88     -       172.983  (meters)     567.53   (feet)  ADJUSTED  
 BU0175  ___________________________________________________________________
 BU0175  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 BU0175  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BU0175  DYNAMIC HT  -         172.776 (meters)     566.85  (feet)  COMP
 BU0175  MODELED GRAV-     979,441.0   (mgal)                       NAVD 88
 BU0175
 BU0175  HORZ ORDER  -  THIRD
 BU0175  VERT ORDER  -  SECOND    CLASS 0
 BU0175
 BU0175.The horizontal coordinates were established by classical geodetic methods
 BU0175.and adjusted by the National Geodetic Survey in December 1992..
 BU0175.No horizontal observational check was made to the station.
 BU0175
 BU0175.The orthometric height was determined by differential leveling
 BU0175.and adjusted by the National Geodetic Survey in June 1991..
 BU0175
 BU0175.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0175
 BU0175.The geoid height was determined by GEOID03.
 BU0175
 BU0175.The dynamic height is computed by dividing the NAVD 88
 BU0175.geopotential number by the normal gravity value computed on the
 BU0175.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0175.degrees latitude (g = 980.6199 gals.).
 BU0175
 BU0175.The modeled gravity was interpolated from observed gravity values.
 BU0175
 BU0175;                    North         East     Units Scale Factor Converg.
 BU0175;SPC AL E     -   151,340.928   156,532.710   MT  0.99998329   -0 14 33.0
 BU0175;UTM  16      - 3,525,604.041   566,909.309   MT  0.99965521   +0 22 24.3
 BU0175
 BU0175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0175!SPC AL E     -   0.99997706  x   0.99998329  =   0.99996035
 BU0175!UTM  16      -   0.99997706  x   0.99965521  =   0.99963228
 BU0175
 BU0175                          SUPERSEDED SURVEY CONTROL
 BU0175
 BU0175  NAD 83(1986)-  31 51 51.21323(N)    086 17 33.64596(W) AD(       ) 3
 BU0175  NGVD 29 (??/??/92)  172.962  (m)          567.46   (f) ADJ UNCH    2 0
 BU0175
 BU0175.Superseded values are not recommended for survey control.
 BU0175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0175.See file dsdata.txt to determine how the superseded data were derived.
 BU0175
 BU0175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA6690925604(NAD 83)
 BU0175_MARKER: DR = REFERENCE MARK DISK
 BU0175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0175_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0175_STAMPING: EVANS NO 2 1943
 BU0175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0175+STABILITY: SURFACE MOTION
 BU0175
 BU0175  HISTORY     - Date     Condition        Report By
 BU0175  HISTORY     - 1943     MONUMENTED       CGS
 BU0175
 BU0175                          STATION DESCRIPTION
 BU0175
 BU0175'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0175'6.6 MI S FROM HIGHLAND HOME.
 BU0175'77.6 FEET NORTH-NORTHEAST OF TRIANGULATION STATION EVANS DESCRIBED
 BU0175'ABOVE, ON THE EAST BANK OF THE ABANDONED ROAD, ACROSS THE ROAD FROM
 BU0175'THE PROPERTY OF G. R. EVANS (IN 1943), 53.4 FEET NORTHEAST OF THE
 BU0175'36-INCH HICKORY TREE, AND 9 FEET EAST OF THE CENTER LINE OF THE ROAD.
 BU0175'A STANDARD REFERENCE-MARK DISK, STAMPED EVANS NO 2 1943 AND SET IN THE
 BU0175'TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1590 ***********************************************************************
 DG1590  DESIGNATION -  EVANS RM 2
 DG1590  PID         -  DG1590
 DG1590  STATE/COUNTY-  AL/CLAY
 DG1590  USGS QUAD   -  MELLOW VALLEY (1969)
 DG1590
 DG1590                         *CURRENT SURVEY CONTROL
 DG1590  ___________________________________________________________________
 DG1590* NAD 83(1986)-  33 08 53.     (N)    085 44 17.     (W)     SCALED    
 DG1590* NAVD 88     -       369.120  (meters)    1211.02   (feet)  ADJUSTED  
 DG1590  ___________________________________________________________________
 DG1590  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DG1590  DYNAMIC HT  -         368.692 (meters)    1209.62  (feet)  COMP
 DG1590  MODELED GRAV-     979,466.5   (mgal)                       NAVD 88
 DG1590
 DG1590  VERT ORDER  -  SECOND    CLASS 0
 DG1590
 DG1590.The horizontal coordinates were scaled from a topographic map and have
 DG1590.an estimated accuracy of +/- 6 seconds.
 DG1590
 DG1590.The orthometric height was determined by differential leveling
 DG1590.and adjusted by the National Geodetic Survey in June 1991..
 DG1590
 DG1590.The geoid height was determined by GEOID03.
 DG1590
 DG1590.The dynamic height is computed by dividing the NAVD 88
 DG1590.geopotential number by the normal gravity value computed on the
 DG1590.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1590.degrees latitude (g = 980.6199 gals.).
 DG1590
 DG1590.The modeled gravity was interpolated from observed gravity values.
 DG1590
 DG1590;                    North         East    Units  Estimated Accuracy
 DG1590;SPC AL E     -   293,620.      208,890.      MT  (+/- 180 meters Scaled)
 DG1590
 DG1590                          SUPERSEDED SURVEY CONTROL
 DG1590
 DG1590  NGVD 29 (??/??/92)  369.06   (m)         1210.8    (f) COMPUTED    2 0
 DG1590
 DG1590.Superseded values are not recommended for survey control.
 DG1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1590.See file dsdata.txt to determine how the superseded data were derived.
 DG1590
 DG1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB176684(NAD 83)
 DG1590_MARKER: DR = REFERENCE MARK DISK
 DG1590_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1590_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1590_STAMPING: EVANS NO 2 1941
 DG1590_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1590+STABILITY: SURFACE MOTION
 DG1590
 DG1590  HISTORY     - Date     Condition        Report By
 DG1590  HISTORY     - 1941     MONUMENTED       CGS
 DG1590  HISTORY     - 1949     GOOD             NGS
 DG1590
 DG1590                          STATION DESCRIPTION
 DG1590
 DG1590'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DG1590'3.8 MI SE FROM MELLOW VALLEY.
 DG1590'ABOUT 0.25 MILE WEST ALONG A GRAVEL ROAD FROM THE HIGH SCHOOL
 DG1590'AT MELLOW VALLEY, THENCE ABOUT 3.0 MILES SOUTH ALONG A GRAVEL
 DG1590'ROAD TO GOLDVILLE, THENCE ABOUT 0.6 MILE EAST ALONG A GRAVEL
 DG1590'ROAD, NEAR THE TOP OF A HILL, 84 FEET SOUTHWEST OF R.M. NO. 1,
 DG1590'50 FEET WEST OF THE STATION MARK, 52 1/2 FEET NORTHWEST OF A
 DG1590'TRIANGULAR BLAZED 9-INCH OAK TREE, 16 1/2 FEET SOUTH-SOUTHWEST
 DG1590'OF A TRIANGULAR BLAZED 8-INCH OAK TREE, ABOUT 2 1/2 FEET BELOW
 DG1590'THE STATION MARK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1590'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0371 ***********************************************************************
 BU0371  DESIGNATION -  EVERGREEN AZ MK RESET
 BU0371  PID         -  BU0371
 BU0371  STATE/COUNTY-  AL/CONECUH
 BU0371  USGS QUAD   -  EVERGREEN (1982)
 BU0371
 BU0371                         *CURRENT SURVEY CONTROL
 BU0371  ___________________________________________________________________
 BU0371* NAD 83(1986)-  31 26 03.     (N)    086 56 48.     (W)     SCALED    
 BU0371* NAVD 88     -        99.079  (meters)     325.06   (feet)  ADJUSTED  
 BU0371  ___________________________________________________________________
 BU0371  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BU0371  DYNAMIC HT  -          98.957 (meters)     324.66  (feet)  COMP
 BU0371  MODELED GRAV-     979,403.0   (mgal)                       NAVD 88
 BU0371
 BU0371  VERT ORDER  -  SECOND    CLASS 0
 BU0371
 BU0371.The horizontal coordinates were scaled from a topographic map and have
 BU0371.an estimated accuracy of +/- 6 seconds.
 BU0371
 BU0371.The orthometric height was determined by differential leveling
 BU0371.and adjusted by the National Geodetic Survey in June 1991..
 BU0371
 BU0371.The geoid height was determined by GEOID03.
 BU0371
 BU0371.The dynamic height is computed by dividing the NAVD 88
 BU0371.geopotential number by the normal gravity value computed on the
 BU0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0371.degrees latitude (g = 980.6199 gals.).
 BU0371
 BU0371.The modeled gravity was interpolated from observed gravity values.
 BU0371
 BU0371;                    North         East    Units  Estimated Accuracy
 BU0371;SPC AL W     -   159,120.      652,600.      MT  (+/- 180 meters Scaled)
 BU0371
 BU0371                          SUPERSEDED SURVEY CONTROL
 BU0371
 BU0371  NGVD 29 (??/??/92)   99.086  (m)          325.08   (f) ADJ UNCH    2 0
 BU0371
 BU0371.Superseded values are not recommended for survey control.
 BU0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0371.See file dsdata.txt to determine how the superseded data were derived.
 BU0371
 BU0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV050777(NAD 83)
 BU0371_MARKER: DZ = AZIMUTH MARK DISK
 BU0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0371_STAMPING: EVERGREEN 1944 RESET 1950
 BU0371_MARK LOGO: CGS   
 BU0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0371+STABILITY: SURFACE MOTION
 BU0371
 BU0371  HISTORY     - Date     Condition        Report By
 BU0371  HISTORY     - 1950     MONUMENTED       CGS
 BU0371  HISTORY     - 1951     GOOD             NGS
 BU0371
 BU0371                          STATION DESCRIPTION
 BU0371
 BU0371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0371'IN EVERGREEN.
 BU0371'AT EVERGREEN IN THE EAST PART OF TOWN, ABOUT 0.2 MILE WEST ALONG U.S.
 BU0371'HIGHWAY 31 FROM THE JUNCTION OF STATE HIGHWAY 83 SOUTH, THENCE ABOUT
 BU0371'0.1 MILE SOUTH AND 0.1 MILE EAST ALONG BLACK TOP STREETS, AT THE
 BU0371'SOUTHWEST CORNER OF A POWER TRANSFORMER STATION, 5 1/2 FEET SOUTHWEST
 BU0371'OF THE SOUTHWEST CORNER POST OF TRANSFORMER STATION, 19 FEET EAST OF
 BU0371'THE EXTENDED CENTER LINE OF A NORTH-SOUTH STREET, 18 FEET NORTH OF THE
 BU0371'EXTENDED CENTER LINE OF AN EAST-WEST STREET, 32 1/2 FEET NORTH OF
 BU0371'POWER POLE NO. 23, 8 FEET SOUTHEAST OF AN 8-INCH CHINABERRY TREE,
 BU0371'ABOUT LEVEL WITH THE STREET JUNCTION AND SET IN THE TOP OF A CONCRETE
 BU0371'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2982 ***********************************************************************
 CN2982  DESIGNATION -  EVERGREEN LOT
 CN2982  PID         -  CN2982
 CN2982  STATE/COUNTY-  AL/AUTAUGA
 CN2982  USGS QUAD   -  MILTON (1982)
 CN2982
 CN2982                         *CURRENT SURVEY CONTROL
 CN2982  ___________________________________________________________________
 CN2982* NAD 83(1992)-  32 33 29.54459(N)    086 45 33.35907(W)     ADJUSTED  
 CN2982* NAVD 88     -                                                        
 CN2982  ___________________________________________________________________
 CN2982  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 CN2982  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CN2982
 CN2982  HORZ ORDER  -  THIRD
 CN2982
 CN2982.The horizontal coordinates were established by classical geodetic methods
 CN2982.and adjusted by the National Geodetic Survey in December 1992..
 CN2982
 CN2982
 CN2982.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2982
 CN2982.The geoid height was determined by GEOID03.
 CN2982
 CN2982;                    North         East     Units Scale Factor Converg.
 CN2982;SPC AL W     -   283,862.634   669,563.054   MT  0.99999298   +0 23 55.1
 CN2982;UTM  16      - 3,602,336.993   522,599.764   MT  0.99960630   +0 07 46.4
 CN2982
 CN2982                          SUPERSEDED SURVEY CONTROL
 CN2982
 CN2982  NAD 83(1986)-  32 33 29.55456(N)    086 45 33.36285(W) AD(       ) 4
 CN2982  NAD 27      -  32 33 29.07408(N)    086 45 33.42254(W) AD(       ) 3
 CN2982
 CN2982.Superseded values are not recommended for survey control.
 CN2982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2982.See file dsdata.txt to determine how the superseded data were derived.
 CN2982
 CN2982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB2260002337(NAD 83)
 CN2982_MARKER: 57 = LOOKOUT TOWER
 CN2982
 CN2982  HISTORY     - Date     Condition        Report By
 CN2982  HISTORY     - 1971     FIRST OBSERVED   NGS
 CN2982
 CN2982                          STATION DESCRIPTION
 CN2982
 CN2982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN2982'THE EVERGREEN LOOKOUT TOWER IS LOCATED ABOUT 17 MILES SOUTH-SOUTHEAST
 CN2982'OF MAPLESVILLE, 7-1/2 MILES SOUTH-SOUTHWEST OF BILLINGSLEY AND 4
 CN2982'MILES NORTHWEST OF INDEPENDENCE.
 CN2982'
 CN2982'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 CN2982'HIGHWAY 22 ABOUT 2 MILES SOUTHEAST OF MAPLESVILLE, GO SOUTH ON
 CN2982'HIGHWAY 82 FOR 7.45 MILES TO THE JUNCTION OF COUNTY ROUTE 15 ON THE
 CN2982'LEFT.  CONTINUE SOUTHEAST ON HIGHWAY 82 FOR 5.6 MILES TO AUTAUGA
 CN2982'COUNTY ROUTE 37 ON THE RIGHT.  TURN RIGHT AND GO SOUTHWEST ON
 CN2982'ROUTE 37 FOR 4.45 MILES TO A SIDE ROAD LEFT JUST BEFORE CROSSING A
 CN2982'BRIDGE.  TURN LEFT AND GO SOUTHEAST ON A GRAVEL ROAD FOR 3.2 MILES
 CN2982'TO A SIDE ROAD RIGHT.  TURN SHARP RIGHT AND GO WEST-NORTHWEST ON A
 CN2982'DIRT ROAD FOR 0.35 MILE TO THE STATION.
 CN2982'
 CN2982'THE STATION IS A STATE OF ALABAMA, DEPARTMENT OF CONSERVATION,
 CN2982'DIVISION OF FORESTRY, LOOKOUT TOWER.  IT IS A FOUR-LEGGED STEEL
 CN2982'STRUCTURE WITH AN OBSERVATION CABIN ATOP, PAINTED GRAY AND IS 105
 CN2982'FEET TALL.  THE POINT INTERSECTED WAS THE TOP CENTER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1872 ***********************************************************************
 BU1872  DESIGNATION -  EVERGREEN MUN STANDPIPE
 BU1872  PID         -  BU1872
 BU1872  STATE/COUNTY-  AL/CONECUH
 BU1872  USGS QUAD   -  EVERGREEN (1982)
 BU1872
 BU1872                         *CURRENT SURVEY CONTROL
 BU1872  ___________________________________________________________________
 BU1872* NAD 83(1992)-  31 25 54.67211(N)    086 56 52.57388(W)     ADJUSTED  
 BU1872* NAVD 88     -                                                        
 BU1872  ___________________________________________________________________
 BU1872  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 BU1872  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 BU1872
 BU1872  HORZ ORDER  -  THIRD
 BU1872
 BU1872.The horizontal coordinates were established by classical geodetic methods
 BU1872.and adjusted by the National Geodetic Survey in December 1992..
 BU1872
 BU1872
 BU1872.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1872
 BU1872.The geoid height was determined by GEOID03.
 BU1872
 BU1872;                    North         East     Units Scale Factor Converg.
 BU1872;SPC AL W     -   158,863.156   652,482.126   MT  0.99996729   +0 17 16.4
 BU1872;UTM  16      - 3,477,464.912   504,947.692   MT  0.99960030   +0 01 37.7
 BU1872
 BU1872                          SUPERSEDED SURVEY CONTROL
 BU1872
 BU1872  NAD 83(1986)-  31 25 54.68442(N)    086 56 52.57498(W) AD(       ) 4
 BU1872  NAD 27      -  31 25 54.09000(N)    086 56 52.66000(W) AD(       ) 3
 BU1872
 BU1872.Superseded values are not recommended for survey control.
 BU1872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1872.See file dsdata.txt to determine how the superseded data were derived.
 BU1872
 BU1872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0494877465(NAD 83)
 BU1872_MARKER: 52 = STANDPIPE TANK
 BU1872
 BU1872  HISTORY     - Date     Condition        Report By
 BU1872  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1872
 BU1872                          STATION DESCRIPTION
 BU1872
 BU1872'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1872'STATION IS THE GREY STANDPIPE LOCATED ON THE N SIDE OF STANDPIPE
 BU1872'AVENUE, ONE BLOCK W OF STATE HIGHWAY 83 IN THE CITY OF EVERGREEN.
 BU1872'IT IS ABOUT 75 FEET HIGH.
 BU1872'
 BU1872'THE POINT OBSERVED UPON WAS THE LIGHTING ROD AT THE APEX OF THE
 BU1872'ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0372 ***********************************************************************
 BU0372  DESIGNATION -  EVERGREEN RM 2
 BU0372  PID         -  BU0372
 BU0372  STATE/COUNTY-  AL/CONECUH
 BU0372  USGS QUAD   -  EVERGREEN (1982)
 BU0372
 BU0372                         *CURRENT SURVEY CONTROL
 BU0372  ___________________________________________________________________
 BU0372* NAD 83(1986)-  31 26 03.     (N)    086 56 39.     (W)     SCALED    
 BU0372* NAVD 88     -       104.158  (meters)     341.73   (feet)  ADJUSTED  
 BU0372  ___________________________________________________________________
 BU0372  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BU0372  DYNAMIC HT  -         104.029 (meters)     341.30  (feet)  COMP
 BU0372  MODELED GRAV-     979,402.7   (mgal)                       NAVD 88
 BU0372
 BU0372  VERT ORDER  -  SECOND    CLASS 0
 BU0372
 BU0372.The horizontal coordinates were scaled from a topographic map and have
 BU0372.an estimated accuracy of +/- 6 seconds.
 BU0372
 BU0372.The orthometric height was determined by differential leveling
 BU0372.and adjusted by the National Geodetic Survey in June 1991..
 BU0372
 BU0372.The geoid height was determined by GEOID03.
 BU0372
 BU0372.The dynamic height is computed by dividing the NAVD 88
 BU0372.geopotential number by the normal gravity value computed on the
 BU0372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0372.degrees latitude (g = 980.6199 gals.).
 BU0372
 BU0372.The modeled gravity was interpolated from observed gravity values.
 BU0372
 BU0372;                    North         East    Units  Estimated Accuracy
 BU0372;SPC AL W     -   159,120.      652,840.      MT  (+/- 180 meters Scaled)
 BU0372
 BU0372                          SUPERSEDED SURVEY CONTROL
 BU0372
 BU0372  NGVD 29 (??/??/92)  104.165  (m)          341.75   (f) ADJ UNCH    2 0
 BU0372
 BU0372.Superseded values are not recommended for survey control.
 BU0372.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0372.See file dsdata.txt to determine how the superseded data were derived.
 BU0372
 BU0372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV053777(NAD 83)
 BU0372_MARKER: DR = REFERENCE MARK DISK
 BU0372_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0372_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0372_STAMPING: EVERGREEN NO 2 1944
 BU0372_MARK LOGO: CGS   
 BU0372_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0372+STABILITY: SURFACE MOTION
 BU0372
 BU0372  HISTORY     - Date     Condition        Report By
 BU0372  HISTORY     - 1944     MONUMENTED       CGS
 BU0372  HISTORY     - 1951     GOOD             NGS
 BU0372
 BU0372                          STATION DESCRIPTION
 BU0372
 BU0372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0372'IN EVERGREEN.
 BU0372'AT EVERGREEN, IN THE EAST PART OF TOWN, ABOUT 0.1 MILE SOUTH ALONG
 BU0372'STATE HIGHWAY 83 FROM ITS JUNCTION WITH U.S. HIGHWAY 31, AT THE HIGH
 BU0372'SCHOOL, 4 FEET SOUTHWEST OF THE SOUTHWEST CURB OF HIHGWAY 83, 12 1/2
 BU0372'FEET SOUTHEAST OF THE EXTENDED SOUTHEAST BUILDING LINE OF OLD HIGH
 BU0372'SCHOOL BUILDING, 95 FEET SOUTH AND ACROSS HIGHWAY 83 FROM A 24-INCH
 BU0372'OAK TREE, 57 FEET NORTHWEST OF POWER POLE NO. 21, 108.57 FEET
 BU0372'NORTHWEST OF THE STATION MARK AND SET IN THE TOP OF A CONCRETE POST
 BU0372'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1982 ***********************************************************************
 BU1982  DESIGNATION -  EVERPORT
 BU1982  PID         -  BU1982
 BU1982  STATE/COUNTY-  AL/CONECUH
 BU1982  USGS QUAD   -  BELLEVILLE (1971)
 BU1982
 BU1982                         *CURRENT SURVEY CONTROL
 BU1982  ___________________________________________________________________
 BU1982* NAD 83(1992)-  31 25 08.52995(N)    087 02 40.89685(W)     ADJUSTED  
 BU1982* NAVD 88     -        77.9    (meters)     256.     (feet)  VERTCON   
 BU1982  ___________________________________________________________________
 BU1982  X           -     280,880.252 (meters)                     COMP
 BU1982  Y           -  -5,440,714.498 (meters)                     COMP
 BU1982  Z           -   3,305,655.652 (meters)                     COMP
 BU1982  LAPLACE CORR-           1.67  (seconds)                    DEFLEC99
 BU1982  ELLIP HEIGHT-          50.17  (meters)          (07/29/02) GPS OBS
 BU1982  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1982
 BU1982  HORZ ORDER  -  FIRST
 BU1982  ELLP ORDER  -  FOURTH    CLASS I
 BU1982
 BU1982.This mark is at Middleton Field Airport (39J)
 BU1982
 BU1982.The horizontal coordinates were established by GPS observations
 BU1982.and adjusted by the National Geodetic Survey in December 1992..
 BU1982
 BU1982.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1982.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1982
 BU1982.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU1982
 BU1982.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1982
 BU1982.The ellipsoidal height was determined by GPS observations
 BU1982.and is referenced to NAD 83.
 BU1982
 BU1982.The geoid height was determined by GEOID03.
 BU1982
 BU1982;                    North         East     Units Scale Factor Converg.
 BU1982;SPC AL W     -   157,399.923   643,289.722   MT  0.99995644   +0 14 14.5
 BU1982;UTM  16      - 3,476,044.034   495,752.052   MT  0.99960022   -0 01 23.9
 BU1982
 BU1982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1982!SPC AL W     -   0.99999212  x   0.99995644  =   0.99994856
 BU1982!UTM  16      -   0.99999212  x   0.99960022  =   0.99959235
 BU1982
 BU1982|---------------------------------------------------------------------|
 BU1982| PID    Reference Object                     Distance      Geod. Az  |
 BU1982|                                                           dddmmss.s |
 BU1982| BU1355 FIELD 2                             392.177 METERS 05712     |
 BU1982| BU1987 EVERPORT AZ MK                      APPROX. 1.0 KM 1082611.5 |
 BU1982|---------------------------------------------------------------------|
 BU1982
 BU1982                          SUPERSEDED SURVEY CONTROL
 BU1982
 BU1982  ELLIP H (12/04/92)   50.25   (m)                       GP(       ) 4 1
 BU1982  NAD 83(1986)-  31 25 08.54219(N)    087 02 40.89843(W) AD(       ) 3
 BU1982  NAD 27      -  31 25 07.94448(N)    087 02 40.98311(W) AD(       ) 3
 BU1982  NGVD 29 (12/04/92)   77.9    (m)          256.     (f) GPS OBS        
 BU1982
 BU1982.Superseded values are not recommended for survey control.
 BU1982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1982.See file dsdata.txt to determine how the superseded data were derived.
 BU1982
 BU1982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9575276044(NAD 83)
 BU1982_MARKER: DH = HORIZONTAL CONTROL DISK
 BU1982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1982_SP_SET: CONCRETE POST
 BU1982_STAMPING: EVERPORT 1986
 BU1982_MARK LOGO: NGS   
 BU1982_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU1982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1982+STABILITY: SURFACE MOTION
 BU1982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1982+SATELLITE: SATELLITE OBSERVATIONS - November 08, 1989
 BU1982
 BU1982  HISTORY     - Date     Condition        Report By
 BU1982  HISTORY     - 1986     MONUMENTED       NGS
 BU1982  HISTORY     - 19870525 GOOD
 BU1982  HISTORY     - 19891108 GOOD             ALHD
 BU1982
 BU1982                          STATION DESCRIPTION
 BU1982
 BU1982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BU1982'THE STATION IS LOCATED 10.0 KM (6.0 MI) WEST OF EVERGREEN ON
 BU1982'MIDDLETON AIRPORT NEAR APRON AND TAXIWAY.  OWNERSHIP--PUBLIC/CITY OF
 BU1982'EVERGREEN, CITY HALL, EVERGREEN, AL. 36401, TELEPHONE 205-578-1274,
 BU1982'(MAYOR 578-1574).  MANAGER - FRANK PIERCE, P.O. BOX 229, EVERGREEN,
 BU1982'AL. 36401, TELEPHONE 205-578-1274.
 BU1982'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND I-65
 BU1982'ON WEST SIDE OF EVERGREEN, GO WEST ON HIGHWAY 84 FOR 3.6 KM (2.25 MI)
 BU1982'TO A PAVED DRIVE, AIRPORT SIGN AND ENTRANCE ON THE LEFT.  TURN LEFT,
 BU1982'GO SOUTHWEST ON DRIVE FOR 0.2 KM (0.15 MI) TO TERMINAL.  PASS
 BU1982'TERMINAL LEFT CONTINUE SOUTHWEST ACROSS APRON AND TAXIWAY FOR 0.1 KM
 BU1982'(0.05 MI) TO THE STATION ON THE RIGHT.
 BU1982'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 56.9 METERS
 BU1982'(186.7 FT) SOUTHWEST FROM SOUTHWEST EDGE OF APRON, 55.5 METERS
 BU1982'(182 FT) EAST FROM APPROXIMATE CENTER OF TAXIWAY, 30.8 METERS
 BU1982'(101 FT) SOUTHEAST FROM A TETRAHEDRON BASE AND 17.8 METERS (58.5 FT)
 BU1982'NORTHWEST FROM CENTER OF RAMP.  THE UNDERGROUND IS SET 1.0 METER
 BU1982'BELOW THE GROUND.
 BU1982'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BU1982
 BU1982                          STATION RECOVERY (1987)
 BU1982
 BU1982'RECOVERED 1987
 BU1982'RECOVERED IN GOOD CONDITION.
 BU1982
 BU1982                          STATION RECOVERY (1989)
 BU1982
 BU1982'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU1982'THE STATION WAS RECOVERED IN GOOD CONDITION.  CONTACT THE AIRPORT
 BU1982'MANAGER BEFORE USING THE STATION.  TELEPHONE (205)-578-1274.
 BU1982'TO REACH THE STATION FROM THE JUNCTION OF UNITED STATES HIGHWAY 84 AND
 BU1982'INTERSTATE 65 ON THE WEST SIDE OF EVERGREEN, GO WEST ON HIGHWAY 84 FOR
 BU1982'3.6 KM (2.25 MI) TO THE AIRPORT ENTRANCE ON THE LEFT.  TURN LEFT AND
 BU1982'GO SOUTHWEST ON THE ENTRANCE DRIVE FOR 0.2 KM (0.10 MI) TO THE
 BU1982'TERMINAL.  PASS THE TERMINAL ON THE LEFT AND CONTINUE SOUTHWEST ACROSS
 BU1982'APRON AND TAXIWAY FOR 0.1 KM (0.05 MI) TO THE STATION THE RIGHT.
 BU1982'THE MARK IS SET FLUSH WITH THE GROUND AND IS ABOUT 56.9 M (186.7 FT)
 BU1982'SOUTHWEST FROM THE SOUTHWEST EDGE OF THE APRON, 55.5 M (182.1 FT) EAST
 BU1982'FROM THE CENTER OF THE TAXIWAY, AND 17.83 M (58.5 FT) NORTHWEST FROM
 BU1982'THE CENTER OF THE RAMP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1987 ***********************************************************************
 BU1987  DESIGNATION -  EVERPORT AZ MK
 BU1987  PID         -  BU1987
 BU1987  STATE/COUNTY-  AL/CONECUH
 BU1987  USGS QUAD   -  BELLEVILLE (1971)
 BU1987
 BU1987                         *CURRENT SURVEY CONTROL
 BU1987  ___________________________________________________________________
 BU1987* NAD 83(1992)-  31 24 58.73449(N)    087 02 06.63827(W)     ADJUSTED  
 BU1987* NAVD 88     -        73.3    (meters)     240.     (feet)  VERTCON   
 BU1987  ___________________________________________________________________
 BU1987  LAPLACE CORR-           1.82  (seconds)                    DEFLEC99
 BU1987  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BU1987
 BU1987  HORZ ORDER  -  THIRD
 BU1987
 BU1987.This mark is at Middleton Field Airport (39J)
 BU1987
 BU1987.The horizontal coordinates were established by GPS observations
 BU1987.and adjusted by the National Geodetic Survey in December 1992..
 BU1987
 BU1987.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1987.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1987
 BU1987.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1987
 BU1987.The geoid height was determined by GEOID03.
 BU1987
 BU1987;                    North         East     Units Scale Factor Converg.
 BU1987;SPC AL W     -   157,102.035   644,195.797   MT  0.99995742   +0 14 32.3
 BU1987;UTM  16      - 3,475,742.135   496,656.440   MT  0.99960014   -0 01 06.0
 BU1987
 BU1987!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1987!SPC AL W     -   0.99999284  x   0.99995742  =   0.99995026
 BU1987!UTM  16      -   0.99999284  x   0.99960014  =   0.99959298
 BU1987
 BU1987:                Primary Azimuth Mark                     Grid Az
 BU1987:SPC AL W     -  EVERPORT                                 288 11 57.1
 BU1987:UTM  16      -  EVERPORT                                 288 27 35.4
 BU1987
 BU1987|---------------------------------------------------------------------|
 BU1987| PID    Reference Object                     Distance      Geod. Az  |
 BU1987|                                                           dddmmss.s |
 BU1987| BU1982 EVERPORT                            APPROX. 1.0 KM 2882629.4 |
 BU1987|---------------------------------------------------------------------|
 BU1987
 BU1987                          SUPERSEDED SURVEY CONTROL
 BU1987
 BU1987  NAD 83(1986)-  31 24 58.74669(N)    087 02 06.63981(W) AD(       ) 3
 BU1987  NAD 27      -  31 24 58.14859(N)    087 02 06.72560(W) AD(       ) 3
 BU1987  NGVD 29 (02/20/88)   73.3    (m)          240.     (f) GPS OBS        
 BU1987
 BU1987.Superseded values are not recommended for survey control.
 BU1987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1987.See file dsdata.txt to determine how the superseded data were derived.
 BU1987
 BU1987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9665675742(NAD 83)
 BU1987_MARKER: DZ = AZIMUTH MARK DISK
 BU1987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1987_SP_SET: CONCRETE POST
 BU1987_STAMPING: EVERPORT 1986
 BU1987_MARK LOGO: CGS   
 BU1987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1987+STABILITY: SURFACE MOTION
 BU1987_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1987+SATELLITE: SATELLITE OBSERVATIONS - May 15, 1987
 BU1987
 BU1987  HISTORY     - Date     Condition        Report By
 BU1987  HISTORY     - 1986     MONUMENTED       NGS
 BU1987  HISTORY     - 19870515 GOOD
 BU1987
 BU1987                          STATION DESCRIPTION
 BU1987
 BU1987'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BU1987'THE STATION IS LOCATED ABOUT 10.0 KM (6.0 MI) WEST OF EVERGREEN ON
 BU1987'MIDDLETON AIRPORT AND NEAR THE HOLD AREA FOR RUNWAY 27.  OWNERSHIP--
 BU1987'PUBLIC/CITY OF EVERGREEN, CITY HALL, EVERGREEN, AL. 36403, TELEPHONE
 BU1987'205-578-1274, (MAYOR 578-1574).  MANAGER - FRANK PIERCE, P.O. BOX
 BU1987'229, EVERGREEN, AL., TELEPHONE 205-578-1274.
 BU1987'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 84 AND I-65
 BU1987'ON WEST SIDE OF EVERGREEN, GO WEST ON HIGHWAY 84 FOR 3.6 KM (2.25 MI)
 BU1987'TO A PAVED DRIVE, AIRPORT SIGN AND ENTRANCE ON THE LEFT.  TURN LEFT,
 BU1987'GO SOUTHWEST ON DRIVE FOR 0.2 KM (0.15 MI) TO TERMINAL.  PASS TERMINAL
 BU1987'LEFT CONTINUE SOUTHWEST ACROSS APRON AND TAXIWAY FOR 0.1 KM (0.05 MI)
 BU1987'TO STATION EVERPORT ON THE RIGHT, GO ACROSS TAXIWAY FOR 1.0 KM (0.65
 BU1987'MI) TO RAMP AND HOLD AREA FOR RUNWAY 27 TO THE STATION ON THE RIGHT.
 BU1987'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 65.5 METERS
 BU1987'(215 FT) SOUTH FROM CENTERLINE OF TAXIWAY, 37.8 METERS (124 FT) NORTH
 BU1987'FROM CENTER OF RUNWAY 27 AND 20.7 METERS (68.0 FT) WEST FROM CENTER OF
 BU1987'THE RAMP.  THE UNDERGROUND MARK IS SET 1.0 METER BELOW THE GROUND.
 BU1987'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 BU1987
 BU1987                          STATION RECOVERY (1987)
 BU1987
 BU1987'RECOVERED 1987
 BU1987'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1940 ***********************************************************************
 BU1940  DESIGNATION -  EXCEL
 BU1940  PID         -  BU1940
 BU1940  STATE/COUNTY-  AL/MONROE
 BU1940  USGS QUAD   -  EXCEL (1983)
 BU1940
 BU1940                         *CURRENT SURVEY CONTROL
 BU1940  ___________________________________________________________________
 BU1940* NAD 83(1992)-  31 25 54.55048(N)    087 20 26.83915(W)     ADJUSTED  
 BU1940* NAVD 88     -       124.79   (+/-2cm)     409.4    (feet)  VERTCON   
 BU1940  ___________________________________________________________________
 BU1940  LAPLACE CORR-           0.27  (seconds)                    DEFLEC99
 BU1940  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BU1940
 BU1940  HORZ ORDER  -  SECOND
 BU1940  VERT ORDER  -  THIRD ? (See Below)
 BU1940
 BU1940.The horizontal coordinates were established by classical geodetic methods
 BU1940.and adjusted by the National Geodetic Survey in December 1992..
 BU1940
 BU1940.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU1940.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU1940.The vertical order pertains to the NGVD 29 superseded value.
 BU1940
 BU1940.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1940
 BU1940.The geoid height was determined by GEOID03.
 BU1940
 BU1940;                    North         East     Units Scale Factor Converg.
 BU1940;SPC AL W     -   158,738.521   615,135.413   MT  0.99993616   +0 04 58.9
 BU1940;UTM  16      - 3,477,510.222   467,613.688   MT  0.99961294   -0 10 39.8
 BU1940
 BU1940!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1940!SPC AL W     -   0.99998478  x   0.99993616  =   0.99992094
 BU1940!UTM  16      -   0.99998478  x   0.99961294  =   0.99959773
 BU1940
 BU1940:                Primary Azimuth Mark                     Grid Az
 BU1940:SPC AL W     -  MONROEVILLE MUNICIPAL TANK               009 42 34.8
 BU1940:UTM  16      -  MONROEVILLE MUNICIPAL TANK               009 58 13.5
 BU1940
 BU1940|---------------------------------------------------------------------|
 BU1940| PID    Reference Object                     Distance      Geod. Az  |
 BU1940|                                                           dddmmss.s |
 BU1940| BU1907 MONROEVILLE MUNICIPAL TANK          APPROX.10.7 KM 0094733.7 |
 BU1940| BU2128 PETERMAN RESET                      APPROX.19.7 KM 0342237.0 |
 BU1940| CF9701 EXCEL AZ MK                                        1395808.4 |
 BU1940| BU1941 WILDFORK LOT                        APPROX. 8.7 KM 1770357.9 |
 BU1940| CF9702 EXCEL RM 1                           40.231 METERS 19050     |
 BU1940| BU1943 FRISCO CITY MUN TANK                APPROX. 5.5 KM 2723031.0 |
 BU1940| CF9703 EXCEL RM 2                           39.895 METERS 28826     |
 BU1940|---------------------------------------------------------------------|
 BU1940
 BU1940                          SUPERSEDED SURVEY CONTROL
 BU1940
 BU1940  NAD 83(1986)-  31 25 54.56274(N)    087 20 26.84286(W) AD(       ) 2
 BU1940  NAD 27      -  31 25 53.96900(N)    087 20 26.89700(W) AD(       ) 2
 BU1940  NGVD 29 (07/19/86)  124.77   (m)          409.3    (f) LEVELING    3  
 BU1940
 BU1940.Superseded values are not recommended for survey control.
 BU1940.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1940.See file dsdata.txt to determine how the superseded data were derived.
 BU1940
 BU1940_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6761477510(NAD 83)
 BU1940_MARKER: DS = TRIANGULATION STATION DISK
 BU1940_SETTING: 0 = UNSPECIFIED SETTING
 BU1940
 BU1940  HISTORY     - Date     Condition        Report By
 BU1940  HISTORY     - 1944     MONUMENTED       CGS
 BU1940  HISTORY     - 1963     GOOD             CGS
 BU1940
 BU1940                          STATION DESCRIPTION
 BU1940
 BU1940'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1940'STATION IS LOCATED IN THE VILLAGE OF EXCEL, AT THE GROUNDS
 BU1940'OF THE PUBLIC HIGH SCHOOL.  THE MARK IS SET IN THE NE CORNER OF
 BU1940'THE FRONT LAWN, 74 FEET N OF THE CENTER LINE OF THE DRIVEWAY, 45
 BU1940'FEET S OF AN E-W BOUNDARY FENCELINE, AND 41 FEET W OF A WOODEN
 BU1940'WITNESS POST.  IT IS STAMPED EXCEL 1944 AND IS FLUSH WITH THE
 BU1940'GROUND.
 BU1940'
 BU1940'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1940'DISKS SET IN CONCRETE.
 BU1940'
 BU1940'REFERENCE MARK 1 IS 131.99 FEET S OF THE STATION ON THE N SIDE OF
 BU1940'A SIDEWALK WHICH LEADS TO THE SCHOOL BUILDING.  IT IS 35.5 FEET
 BU1940'W OF A GATE IN THE N-S FENCE.  IT IS STAMPED EXCEL NO 1 1944 AND
 BU1940'IS FLUSH WITH THE GROUND.
 BU1940'
 BU1940'REFERENCE MARK 2 IS 130.89 FEET WNW OF THE STATION, IN THE E-W
 BU1940'FENCELINE.  IT IS STAMPED EXCEL NO 2 1944 AND PROJECTS ABOUT 6
 BU1940'INCHES ABOVE THE GROUND.
 BU1940'
 BU1940'AZIMUTH MARK IS SE OF THE STATION, 64 FEET ENE OF THE EXCEL
 BU1940'CORPORATION LIMITS SIGN, 30 FEET N OF THE CENTER LINE OF U.S.
 BU1940'HIGHWAY 84, AND 3 FEET W OF A WOODEN WITNESS POST.  IT IS STAMPED
 BU1940'EXCEL 1944.
 BU1940'
 BU1940'TO REACH THE AZIMUTH MARK FROM THE CROSSROADS WHERE U.S. HIGHWAY
 BU1940'84 TURNS N IN THE CENTER OF EXCEL, GO E ON HIGHWAY 84 FOR 0.3
 BU1940'MILE TO THE MARK ON THE LEFT.
 BU1940'
 BU1940'TO REACH THE STATION FROM THE MAIN CROSSROADS IN THE CENTER OF
 BU1940'EXCEL, GO N ON U.S. HIGHWAY 84 TOWARDS MONROEVILLE FOR 0.25
 BU1940'MILE TO THE SCHOOL ON THE LEFT.  TURN INTO THE DRIVEWAY THROUGH
 BU1940'A CATTLE GUARD, THEN TURN RIGHT FOR ABOUT 75 FEET TO THE STATION.
 BU1940'
 BU1940'HEIGHT OF LIGHT ABOVE STATION MARK - 34 METERS.
 BU1940
 BU1940                          STATION RECOVERY (1963)
 BU1940
 BU1940'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1963 (PW)
 BU1940'DUE TO SEVERAL CHANGES SINCE THE DESCRIPTION OF 1944 WAS WRITTEN,
 BU1940'THE FOLLOWING CHANGES ARE RECOMMENDED TO AID IN THE FUTURE
 BU1940'RECOVERY OF THIS MARK.
 BU1940'
 BU1940'TO REACH THE STATION FROM THE MAIN CROSSROADS IN THE CENTER OF
 BU1940'EXCEL GO NORTH ON MONROE COUNTY ROAD 35 TOWARD MONROEVILLE,
 BU1940'ALABAMA FOR 0.25 MILE TO THE EXCEL PUBLIC HIGH SCHOOL ON THE LEFT,
 BU1940'TURN INTO THE NORTH DRIVEWAY TO THE SCHOOL FOR ABOUT 75 FEET,
 BU1940'THEN THE STATION IS 71.7 FEET RIGHT OR NORTH OF THE CENTERLINE OF
 BU1940'THE DRIVE, 76 FEET WEST OF THE CENTERLINE OF MONROE COUNTY ROAD
 BU1940'35, 53.8 FEET NORTHWEST OF A TRANSFORMER POWER POLE, 45 FEET
 BU1940'SOUTH OF AN EAST-WEST BOUNDARY FENCE LINE.
 BU1940'
 BU1940'ALL MARKS FOUND TO BE IN GOOD CONDITION EXCEPT THE AZIMUTH WHICH
 BU1940'HAS BEEN HAMMERED ON AND WHICH IS OBSTRUCTED FROM GROUND LEVEL BY
 BU1940'TREES AND A HOUSE.  THIS MARK NOW HAS A METAL WITNESS POST AND
 BU1940'SIGN APPROXIMATELY 1 FOOT SOUTH AND MAY BE REACHED FROM THE CENTER
 BU1940'CROSS ROADS IN EXCEL, ALABAMA BY DRIVING EAST ON MONROE COUNTY
 BU1940'ROAD NUMBER 23 FOR 0.25 MILE TO THE MARK ON THE LEFT OR NORTH
 BU1940'NEAR THE SOUTHEAST CORNER OF A WHITE FRAME HOUSE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4981 ***********************************************************************
 BG4981  DESIGNATION -  EXXON WELLHEAD 1 5060 827
 BG4981  PID         -  BG4981
 BG4981  STATE/COUNTY-  AL/BALDWIN
 BG4981  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG4981
 BG4981                         *CURRENT SURVEY CONTROL
 BG4981  ___________________________________________________________________
 BG4981* NAD 83(1992)-  30 10 38.33170(N)    087 56 21.70807(W)     ADJUSTED  
 BG4981* NAVD 88     -        22.5    (meters)      74.     (feet)  VERTCON   
 BG4981  ___________________________________________________________________
 BG4981  LAPLACE CORR-           0.61  (seconds)                    DEFLEC99
 BG4981  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 BG4981
 BG4981  HORZ ORDER  -  THIRD
 BG4981
 BG4981.The horizontal coordinates were established by classical geodetic methods
 BG4981.and adjusted by the National Geodetic Survey in December 1992..
 BG4981
 BG4981.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4981.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4981
 BG4981.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4981
 BG4981.The geoid height was determined by GEOID03.
 BG4981
 BG4981;                    North         East     Units Scale Factor Converg.
 BG4981;SPC AL W     -    19,736.240   557,685.645   MT  0.99995542   -0 13 15.1
 BG4981;UTM  16      - 3,338,806.182   409,560.056   MT  0.99970091   -0 28 20.0
 BG4981
 BG4981!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4981!SPC AL W     -   1.00000078  x   0.99995542  =   0.99995620
 BG4981!UTM  16      -   1.00000078  x   0.99970091  =   0.99970169
 BG4981
 BG4981                          SUPERSEDED SURVEY CONTROL
 BG4981
 BG4981  NAD 83(1992)-  30 10 38.36090(N)    087 56 21.71312(W) AD(       ) 4
 BG4981  NGVD 29 (05/01/92)   22.5    (m)           74.     (f) VERT ANG       
 BG4981
 BG4981.Superseded values are not recommended for survey control.
 BG4981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4981.See file dsdata.txt to determine how the superseded data were derived.
 BG4981
 BG4981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU0956038806(NAD 83)
 BG4981_MARKER: 67 = OIL DERRICK
 BG4981
 BG4981  HISTORY     - Date     Condition        Report By
 BG4981  HISTORY     - 1987     FIRST OBSERVED   NOS
 BG4981
 BG4981                          STATION DESCRIPTION
 BG4981
 BG4981'DESCRIBED BY NATIONAL OCEAN SERVICE 1987 (WVH)
 BG4981'STATION IS LOCATED NEAR MOBILE POINT IN THE GULF OF MEXICO.
 BG4981'
 BG4981'TO REACH THE STATION BY BOAT PROCEED ABOUT 5.5 NAUTICAL MI ESE OF
 BG4981'MOBILE POINT TO STATION.
 BG4981'
 BG4981'STATION IS A GAS WELL PIPE 3.0 FT IN DIA.  THERE IS A PRIVATELY
 BG4981'MAINTAINED FL WHITE LT AND A HORN ATOP A PLATFORM SURROUNDING
 BG4981'SEVERAL VALVES.  THE OBJECT LOCATED IS A VALVE ATOP OF THE WELL
 BG4981'PIPE 73.6 FT ABOVE MLLW.
 BG4981'
 BG4981'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3125 ***********************************************************************
 BH3125  DESIGNATION -  EXXON WELLHEAD 112
 BH3125  PID         -  BH3125
 BH3125  STATE/COUNTY-  AL/MOBILE
 BH3125  USGS QUAD   -  FORT MORGAN (1982)
 BH3125
 BH3125                         *CURRENT SURVEY CONTROL
 BH3125  ___________________________________________________________________
 BH3125* NAD 83(1992)-  30 11 18.53657(N)    088 07 17.89198(W)     ADJUSTED  
 BH3125* NAVD 88     -                                                        
 BH3125  ___________________________________________________________________
 BH3125  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BH3125  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BH3125
 BH3125  HORZ ORDER  -  THIRD
 BH3125
 BH3125.The horizontal coordinates were established by classical geodetic methods
 BH3125.and adjusted by the National Geodetic Survey in December 1992..
 BH3125
 BH3125
 BH3125.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3125
 BH3125.The geoid height was determined by GEOID03.
 BH3125
 BH3125;                    North         East     Units Scale Factor Converg.
 BH3125;SPC AL W     -    21,055.938   540,137.666   MT  0.99997753   -0 18 45.3
 BH3125;UTM  16      - 3,340,202.527   392,022.319   MT  0.99974384   -0 33 50.6
 BH3125
 BH3125                          SUPERSEDED SURVEY CONTROL
 BH3125
 BH3125  NAD 83(1986)-  30 11 18.56446(N)    088 07 17.88965(W) AD(       ) 4
 BH3125
 BH3125.Superseded values are not recommended for survey control.
 BH3125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3125.See file dsdata.txt to determine how the superseded data were derived.
 BH3125
 BH3125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9202240203(NAD 83)
 BH3125_MARKER: 67 = OIL DERRICK
 BH3125
 BH3125  HISTORY     - Date     Condition        Report By
 BH3125  HISTORY     - 1986     FIRST OBSERVED   NOS
 BH3125
 BH3125                          STATION DESCRIPTION
 BH3125
 BH3125'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH3125'STATION IS LOCATED 7.9 KM SE OF FORT GAINES IN THE GULF OF MEXICO.
 BH3125'
 BH3125'TO REACH THE STATION PROCEED BY BOAT 7.9 KM (4.9 MI) SE OF FORT
 BH3125'GAINES.
 BH3125'
 BH3125'STATION IS A GAS WELL PIPE 3 FT IN DIA.  THERE IS A PRIVATELY
 BH3125'MAINTAINED FL W LT AND HORN ATOP WITH A SIGN THAT READS ---EXXON
 BH3125'SL 537 WELL NO. 1  MOBILE BAY BLK 112 MOBILE CO AL---.  THERE ARE
 BH3125'TWO PILE CLUSTERS ON THE E AND W SIDES OF THE WELLHEAD, EACH WITH
 BH3125'THREE PILES.  THE PILE CLUSTERS BEAR 10 FT EACH.  THE OBJECT
 BH3125'LOCATED WAS THE CENTER OF THE PIPE.  THE WELLHEAD IS 65.4 FT ABOVE
 BH3125'MLLW.
 BH3125'
 BH3125'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3126 ***********************************************************************
 BH3126  DESIGNATION -  EXXON WELLHEAD 616
 BH3126  PID         -  BH3126
 BH3126  STATE/COUNTY-  AL/MOBILE
 BH3126  USGS QUAD   -  FORT MORGAN NW (1982)
 BH3126
 BH3126                         *CURRENT SURVEY CONTROL
 BH3126  ___________________________________________________________________
 BH3126* NAD 83(1992)-  30 13 55.80956(N)    088 11 10.17830(W)     ADJUSTED  
 BH3126* NAVD 88     -                                                        
 BH3126  ___________________________________________________________________
 BH3126  LAPLACE CORR-           0.36  (seconds)                    DEFLEC99
 BH3126  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BH3126
 BH3126  HORZ ORDER  -  THIRD
 BH3126
 BH3126.The horizontal coordinates were established by classical geodetic methods
 BH3126.and adjusted by the National Geodetic Survey in May 1994..
 BH3126
 BH3126
 BH3126.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3126
 BH3126.The geoid height was determined by GEOID03.
 BH3126
 BH3126;                    North         East     Units Scale Factor Converg.
 BH3126;SPC AL W     -    25,934.408   533,953.182   MT  0.99998713   -0 20 43.8
 BH3126;UTM  16      - 3,345,106.983   385,860.738   MT  0.99976072   -0 35 50.3
 BH3126
 BH3126                          SUPERSEDED SURVEY CONTROL
 BH3126
 BH3126  NAD 83(1992)-  30 13 55.80956(N)    088 11 10.17830(W) AD(       ) 4
 BH3126  NAD 83(1986)-  30 13 55.83469(N)    088 11 10.16834(W) AD(       ) 4
 BH3126
 BH3126.Superseded values are not recommended for survey control.
 BH3126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3126.See file dsdata.txt to determine how the superseded data were derived.
 BH3126
 BH3126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8586145107(NAD 83)
 BH3126_MARKER: 67 = OIL DERRICK
 BH3126
 BH3126  HISTORY     - Date     Condition        Report By
 BH3126  HISTORY     - 1986     FIRST OBSERVED   NOS
 BH3126
 BH3126                          STATION DESCRIPTION
 BH3126
 BH3126'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH3126'STATION IS LOCATED NEAR FORT GAINES IN THE GULF OF MEXICO.
 BH3126'
 BH3126'TO REACH THE STATION BY BOAT PROCEED BY BOAT 11.1 KM (6.9 MI) WSW
 BH3126'OF FORT GAINES TO STATION.
 BH3126'
 BH3126'STATION IS A GAS WELL PIPE 3 FT IN DIA.  THERE IS A PRIVATELY
 BH3126'MAINTAINED FL WHITE LT AND HORN ATOP A PLATFORM SURROUNDING SEVERAL
 BH3126'VALVES.  A SIGN READS ---EXXON SL616 WILL NO. 1---.  THERE IS ALSO
 BH3126'A WESTERLY MOORING PILE WITH A PRIVATELY MAINTAINED FL W LT ATOP
 BH3126'THAT BEARS 20 FT.  AN EASTERLY MOORING PILE WITH A PRIVATELY
 BH3126'MAINTAINED FL W LT ATOP BEARS 12 FT.  THE OBJECT LOCATED IS THE
 BH3126'CENTER OF THE PILE.  THE WELLHEAD BEARS 61.7 FT ABOVE MLLW.
 BH3126'
 BH3126'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3127 ***********************************************************************
 BH3127  DESIGNATION -  EXXON WELLHEAD 867
 BH3127  PID         -  BH3127
 BH3127  STATE/COUNTY-  AL/MOBILE
 BH3127  USGS QUAD   -  FORT MORGAN NW (1982)
 BH3127
 BH3127                         *CURRENT SURVEY CONTROL
 BH3127  ___________________________________________________________________
 BH3127* NAD 83(1992)-  30 08 57.02286(N)    088 08 44.14551(W)     ADJUSTED  
 BH3127* NAVD 88     -                                                        
 BH3127  ___________________________________________________________________
 BH3127  LAPLACE CORR-           0.39  (seconds)                    DEFLEC99
 BH3127  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BH3127
 BH3127  HORZ ORDER  -  THIRD
 BH3127
 BH3127.The horizontal coordinates were established by classical geodetic methods
 BH3127.and adjusted by the National Geodetic Survey in December 1992..
 BH3127
 BH3127
 BH3127.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3127
 BH3127.The geoid height was determined by GEOID03.
 BH3127
 BH3127;                    North         East     Units Scale Factor Converg.
 BH3127;SPC AL W     -    16,711.271   537,805.709   MT  0.99998104   -0 19 27.3
 BH3127;UTM  16      - 3,335,869.137   389,671.874   MT  0.99975017   -0 34 31.6
 BH3127
 BH3127                          SUPERSEDED SURVEY CONTROL
 BH3127
 BH3127  NAD 83(1986)-  30 08 57.05041(N)    088 08 44.14305(W) AD(       ) 4
 BH3127
 BH3127.Superseded values are not recommended for survey control.
 BH3127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3127.See file dsdata.txt to determine how the superseded data were derived.
 BH3127
 BH3127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU8967235869(NAD 83)
 BH3127_MARKER: 67 = OIL DERRICK
 BH3127
 BH3127  HISTORY     - Date     Condition        Report By
 BH3127  HISTORY     - 1986     FIRST OBSERVED   NOS
 BH3127
 BH3127                          STATION DESCRIPTION
 BH3127
 BH3127'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH3127'STATION IS LOCATED SSW OF FORT GAINES IN THE GULF OF MEXICO.
 BH3127'
 BH3127'TO REACH THE STATION BY BOAT PROCEED ABOUT 8.0 NAUTICAL MI SSW OF
 BH3127'FORT GAINES TO STATION.
 BH3127'
 BH3127'STATION IS A GAS WELL PIPE 3 FT IN DIA WITH SEVERAL VALVES ATOP.
 BH3127'THERE IS A PRIVATELY MAINTAINED FL W LT AND HORN ATOP WITH A SIGN
 BH3127'THAT READS ---EXXON COMPANY OF USA-BLK 867-WELL NO. 1-OCSG 5066-
 BH3127'PERMIT NO. 5066---.  THE OBJECT OBSERVED WAS THE CENTER OF THE
 BH3127'PIPE.  THE WELLHEAD BEARS 69.2 FT ABOVE MLLW.
 BH3127'
 BH3127'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3124 ***********************************************************************
 BH3124  DESIGNATION -  EXXON WELLHEAD 868
 BH3124  PID         -  BH3124
 BH3124  STATE/COUNTY-  AL/MOBILE
 BH3124  USGS QUAD   -  FORT MORGAN (1982)
 BH3124
 BH3124                         *CURRENT SURVEY CONTROL
 BH3124  ___________________________________________________________________
 BH3124* NAD 83(1992)-  30 09 00.37783(N)    088 06 14.10529(W)     ADJUSTED  
 BH3124* NAVD 88     -                                                        
 BH3124  ___________________________________________________________________
 BH3124  LAPLACE CORR-           0.41  (seconds)                    DEFLEC99
 BH3124  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 BH3124
 BH3124  HORZ ORDER  -  THIRD
 BH3124
 BH3124.The horizontal coordinates were established by classical geodetic methods
 BH3124.and adjusted by the National Geodetic Survey in December 1992..
 BH3124
 BH3124
 BH3124.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3124
 BH3124.The geoid height was determined by GEOID03.
 BH3124
 BH3124;                    North         East     Units Scale Factor Converg.
 BH3124;SPC AL W     -    16,792.586   541,821.420   MT  0.99997508   -0 18 12.0
 BH3124;UTM  16      - 3,335,932.833   393,686.965   MT  0.99973944   -0 33 16.2
 BH3124
 BH3124                          SUPERSEDED SURVEY CONTROL
 BH3124
 BH3124  NAD 83(1986)-  30 09 00.40529(N)    088 06 14.10459(W) AD(       ) 4
 BH3124
 BH3124.Superseded values are not recommended for survey control.
 BH3124.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3124.See file dsdata.txt to determine how the superseded data were derived.
 BH3124
 BH3124_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9368735933(NAD 83)
 BH3124_MARKER: 67 = OIL DERRICK
 BH3124
 BH3124  HISTORY     - Date     Condition        Report By
 BH3124  HISTORY     - 1986     FIRST OBSERVED   NOS
 BH3124
 BH3124                          STATION DESCRIPTION
 BH3124
 BH3124'DESCRIBED BY NATIONAL OCEAN SERVICE 1986 (WVH)
 BH3124'STATION IS LOCATED NEAR FORT GAINES IN THE GULF OF MEXICO.
 BH3124'
 BH3124'TO REACH THE STATION PROCEED BY BOAT 11.2 KM (7.0 MI) SSW OF FORT
 BH3124'GAINES TO STATION.
 BH3124'
 BH3124'STATION IS A GAS WELL PIPE 3 FT IN DIA WITH A LARGE VALUE ATOP.
 BH3124'THERE IS A PRIVATELY MAINTAINED FL W LT AND HORN ATOP WITH A SIGN
 BH3124'THAT READS ---EXXON USA-MOBILE AREA BLOCK 868-OCSG 5067-WELL
 BH3124'NO. 1---.  THE OBJECT LOCATED WAS THE CENTER OF THE PIPE.  THE
 BH3124'WELLHEAD BEARS 72.7 FT ABOVE MLLW.
 BH3124'
 BH3124'DESCRIBED BY GARY L. MERRILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1038 ***********************************************************************
 EF1038  DESIGNATION -  EZD 81
 EF1038  PID         -  EF1038
 EF1038  STATE/COUNTY-  AL/COLBERT
 EF1038  USGS QUAD   -  CHEROKEE (1988)
 EF1038
 EF1038                         *CURRENT SURVEY CONTROL
 EF1038  ___________________________________________________________________
 EF1038* NAD 83(1986)-  34 47 29.     (N)    087 57 43.     (W)     SCALED    
 EF1038* NAVD 88     -       159.214  (meters)     522.35   (feet)  POSTED    
 EF1038  ___________________________________________________________________
 EF1038  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 EF1038  DYNAMIC HT  -         159.060 (meters)     521.85  (feet)  COMP
 EF1038  MODELED GRAV-     979,673.7   (mgal)                       NAVD 88
 EF1038
 EF1038  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EF1038
 EF1038.The horizontal coordinates were scaled from a topographic map and have
 EF1038.an estimated accuracy of +/- 6 seconds.
 EF1038
 EF1038.The orthometric height was determined by differential leveling
 EF1038.and adjusted by the National Geodetic Survey in 1992..
 EF1038.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EF1038.rate of 2.1 thru 3.0 mm/km.
 EF1038
 EF1038.The geoid height was determined by GEOID03.
 EF1038
 EF1038.The dynamic height is computed by dividing the NAVD 88
 EF1038.geopotential number by the normal gravity value computed on the
 EF1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1038.degrees latitude (g = 980.6199 gals.).
 EF1038
 EF1038.The modeled gravity was interpolated from observed gravity values.
 EF1038
 EF1038;                    North         East    Units  Estimated Accuracy
 EF1038;SPC AL W     -   531,400.      557,730.      MT  (+/- 180 meters Scaled)
 EF1038
 EF1038                          SUPERSEDED SURVEY CONTROL
 EF1038
 EF1038  NGVD 29 (??/??/92)  159.216  (m)          522.36   (f) ADJ UNCH    1 2
 EF1038
 EF1038.Superseded values are not recommended for survey control.
 EF1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1038.See file dsdata.txt to determine how the superseded data were derived.
 EF1038
 EF1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD119503(NAD 83)
 EF1038_MARKER: DD = SURVEY DISK
 EF1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1038_STAMPING: EZD 81 1950 U S T V A
 EF1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1038+STABILITY: SURFACE MOTION
 EF1038
 EF1038  HISTORY     - Date     Condition        Report By
 EF1038  HISTORY     - 1950     MONUMENTED       TVA
 EF1038  HISTORY     - 1959     GOOD             NGS
 EF1038
 EF1038                          STATION DESCRIPTION
 EF1038
 EF1038'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EF1038'2.6 MI N FROM CHEROKEE.
 EF1038'ABOUT 2.6 MILES NORTH ALONG COUNTY ROAD 15 FROM THE CROSSING OF THE
 EF1038'SOUTHERN RAILWAY AT CHEROKEE, 0.2 MILE SOUTH OF THE INTERSECTION OF
 EF1038'COUNTY ROAD 25 LEADING EAST-WEST, IN S 23 - T 3 S - R 14 W, AT THE
 EF1038'SOUTHEAST CORNER OF A PASTURE, 67 YARDS NORTH OF THE CENTER LINE OF A
 EF1038'ROAD LEADING WEST TO A CEMETERY, 45 FEET WEST OF THE CENTER LINE OF
 EF1038'COUNTY ROAD, 120 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF HARRIS
 EF1038'CHAPEL, 53 1/2 FEET SOUTH-SOUTHWEST OF A TELEPHONE POLE, 1.7 FEET
 EF1038'SOUTHWEST OF A FENCE CORNER POST, 1.3 FEET EAST OF A WITNESS POST
 EF1038'SIGN, ABOUT LEVEL WITH THE ROAD, AND SET IN TOP OF A CONCRETE POST
 EF1038'PROJECTING 0.4 FOOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1716 ***********************************************************************
 DH1716  DESIGNATION -  F 100
 DH1716  PID         -  DH1716
 DH1716  STATE/COUNTY-  AL/FAYETTE
 DH1716  USGS QUAD   -  FAYETTE (1983)
 DH1716
 DH1716                         *CURRENT SURVEY CONTROL
 DH1716  ___________________________________________________________________
 DH1716* NAD 83(1986)-  33 40 39.     (N)    087 46 45.     (W)     SCALED    
 DH1716* NAVD 88     -       102.897  (meters)     337.59   (feet)  ADJUSTED  
 DH1716  ___________________________________________________________________
 DH1716  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DH1716  DYNAMIC HT  -         102.790 (meters)     337.24  (feet)  COMP
 DH1716  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 DH1716
 DH1716  VERT ORDER  -  SECOND    CLASS 0
 DH1716
 DH1716.The horizontal coordinates were scaled from a topographic map and have
 DH1716.an estimated accuracy of +/- 6 seconds.
 DH1716
 DH1716.The orthometric height was determined by differential leveling
 DH1716.and adjusted by the National Geodetic Survey in June 1991..
 DH1716
 DH1716.The geoid height was determined by GEOID03.
 DH1716
 DH1716.The dynamic height is computed by dividing the NAVD 88
 DH1716.geopotential number by the normal gravity value computed on the
 DH1716.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1716.degrees latitude (g = 980.6199 gals.).
 DH1716
 DH1716.The modeled gravity was interpolated from observed gravity values.
 DH1716
 DH1716;                    North         East    Units  Estimated Accuracy
 DH1716;SPC AL W     -   407,780.      574,110.      MT  (+/- 180 meters Scaled)
 DH1716
 DH1716                          SUPERSEDED SURVEY CONTROL
 DH1716
 DH1716  NGVD 29 (??/??/92)  102.853  (m)          337.44   (f) ADJ UNCH    2 0
 DH1716
 DH1716.Superseded values are not recommended for survey control.
 DH1716.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1716.See file dsdata.txt to determine how the superseded data were derived.
 DH1716
 DH1716_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC277266(NAD 83)
 DH1716_MARKER: DB = BENCH MARK DISK
 DH1716_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1716_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1716_STAMPING: F 100 1935
 DH1716_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1716+STABILITY: SURFACE MOTION
 DH1716
 DH1716  HISTORY     - Date     Condition        Report By
 DH1716  HISTORY     - 1935     MONUMENTED       CGS
 DH1716  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH1716
 DH1716                          STATION DESCRIPTION
 DH1716
 DH1716'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1716'3.3 MI E FROM FAYETTE.
 DH1716'3.3 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT FAYETTE,
 DH1716'FAYETTE COUNTY, 240 FEET EAST OF MILEAGE POST 875.5, 240 FEET WEST OF
 DH1716'THE ROSSLAND CITY SIGN, AT A ROAD CROSSING, 18 FEET SOUTH OF THE
 DH1716'CENTERLINE OF THE TRACK, AND 10 FEET EAST OF THE CENTERLINE OF THE
 DH1716'ROAD.  A STANDARD DISK, STAMPED F 100 1935 AND SET IN THE TOP OF A
 DH1716'CONCRETE POST.  NOTE-- THE ROAD HAS BEEN WIDENED AND IMPROVED.
 DH1716
 DH1716                          STATION RECOVERY (1966)
 DH1716
 DH1716'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH1716'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0133 ***********************************************************************
 DJ0133  DESIGNATION -  F 101
 DJ0133  PID         -  DJ0133
 DJ0133  STATE/COUNTY-  AL/LAMAR
 DJ0133  USGS QUAD   -  MILLPORT (1985)
 DJ0133
 DJ0133                         *CURRENT SURVEY CONTROL
 DJ0133  ___________________________________________________________________
 DJ0133* NAD 83(1986)-  33 33 54.     (N)    088 04 40.     (W)     SCALED    
 DJ0133* NAVD 88     -        83.659  (meters)     274.47   (feet)  ADJUSTED  
 DJ0133  ___________________________________________________________________
 DJ0133  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 DJ0133  DYNAMIC HT  -          83.569 (meters)     274.18  (feet)  COMP
 DJ0133  MODELED GRAV-     979,567.6   (mgal)                       NAVD 88
 DJ0133
 DJ0133  VERT ORDER  -  SECOND    CLASS 0
 DJ0133
 DJ0133.The horizontal coordinates were scaled from a topographic map and have
 DJ0133.an estimated accuracy of +/- 6 seconds.
 DJ0133
 DJ0133.The orthometric height was determined by differential leveling
 DJ0133.and adjusted by the National Geodetic Survey in June 1991..
 DJ0133
 DJ0133.The geoid height was determined by GEOID03.
 DJ0133
 DJ0133.The dynamic height is computed by dividing the NAVD 88
 DJ0133.geopotential number by the normal gravity value computed on the
 DJ0133.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0133.degrees latitude (g = 980.6199 gals.).
 DJ0133
 DJ0133.The modeled gravity was interpolated from observed gravity values.
 DJ0133
 DJ0133;                    North         East    Units  Estimated Accuracy
 DJ0133;SPC AL W     -   395,420.      546,360.      MT  (+/- 180 meters Scaled)
 DJ0133
 DJ0133                          SUPERSEDED SURVEY CONTROL
 DJ0133
 DJ0133  NGVD 29 (??/??/92)   83.621  (m)          274.35   (f) ADJ UNCH    2 0
 DJ0133
 DJ0133.Superseded values are not recommended for survey control.
 DJ0133.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0133.See file dsdata.txt to determine how the superseded data were derived.
 DJ0133
 DJ0133_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC999144(NAD 83)
 DJ0133_MARKER: DB = BENCH MARK DISK
 DJ0133_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0133_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0133_STAMPING: F 101 1935
 DJ0133_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0133+STABILITY: SURFACE MOTION
 DJ0133
 DJ0133  HISTORY     - Date     Condition        Report By
 DJ0133  HISTORY     - 1935     MONUMENTED       CGS
 DJ0133  HISTORY     - 1946     GOOD             NGS
 DJ0133  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0133
 DJ0133                          STATION DESCRIPTION
 DJ0133
 DJ0133'DESCRIBED BY NATIONAL GEODETIC SURVEY 1946
 DJ0133'IN MILLPORT.
 DJ0133'AT MILLPORT, LAMAR COUNTY, ON THE SOUTHERN RAILWAY, 0.25 MILE EAST OF
 DJ0133'THE STATION, AT A ROAD CROSSING, 58 FEET SOUTH OF THE CENTERLINE OF
 DJ0133'THE MAIN TRACK, 21 FEET EAST OF THE CENTERLINE OF THE ROAD, 39 FEET
 DJ0133'NORTHEAST OF A FIRE HYDRANT, 20 FEET NORTH OF THE NORTHWEST CORNER OF
 DJ0133'THE WIRE FENCE AROUND THE STANDARD OIL CO. BULK PLANT, 12 FEET
 DJ0133'SOUTHEAST OF THE EAST END OF A 12-INCH PIPE CULVERT UNDER THE
 DJ0133'CROSSROAD, 2.5 FEET NORTHEAST OF A POLE, 1.5 FEET NORTHWEST OF A WHITE
 DJ0133'WOODEN WITNESS POST, AND LEVEL WITH THE TRACK.  A STANDARD DISK,
 DJ0133'STAMPED F 101 1935 AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH
 DJ0133'THE GROUND.
 DJ0133
 DJ0133                          STATION RECOVERY (1966)
 DJ0133
 DJ0133'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0133'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0371 ***********************************************************************
 DJ0371  DESIGNATION -  F 102
 DJ0371  PID         -  DJ0371
 DJ0371  STATE/COUNTY-  AL/PICKENS
 DJ0371  USGS QUAD   -  ALICEVILLE SOUTH (1986)
 DJ0371
 DJ0371                         *CURRENT SURVEY CONTROL
 DJ0371  ___________________________________________________________________
 DJ0371* NAD 83(1986)-  33 06 42.     (N)    088 11 03.     (W)     SCALED    
 DJ0371* NAVD 88     -        45.783  (meters)     150.21   (feet)  ADJUSTED  
 DJ0371  ___________________________________________________________________
 DJ0371  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DJ0371  DYNAMIC HT  -          45.732 (meters)     150.04  (feet)  COMP
 DJ0371  MODELED GRAV-     979,535.7   (mgal)                       NAVD 88
 DJ0371
 DJ0371  VERT ORDER  -  SECOND    CLASS 0
 DJ0371
 DJ0371.The horizontal coordinates were scaled from a topographic map and have
 DJ0371.an estimated accuracy of +/- 6 seconds.
 DJ0371
 DJ0371.The orthometric height was determined by differential leveling
 DJ0371.and adjusted by the National Geodetic Survey in June 1991..
 DJ0371
 DJ0371.The geoid height was determined by GEOID03.
 DJ0371
 DJ0371.The dynamic height is computed by dividing the NAVD 88
 DJ0371.geopotential number by the normal gravity value computed on the
 DJ0371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0371.degrees latitude (g = 980.6199 gals.).
 DJ0371
 DJ0371.The modeled gravity was interpolated from observed gravity values.
 DJ0371
 DJ0371;                    North         East    Units  Estimated Accuracy
 DJ0371;SPC AL W     -   345,200.      536,150.      MT  (+/- 180 meters Scaled)
 DJ0371
 DJ0371                          SUPERSEDED SURVEY CONTROL
 DJ0371
 DJ0371  NGVD 29 (??/??/92)   45.744  (m)          150.08   (f) ADJ UNCH    2 0
 DJ0371
 DJ0371.Superseded values are not recommended for survey control.
 DJ0371.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0371.See file dsdata.txt to determine how the superseded data were derived.
 DJ0371
 DJ0371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB895642(NAD 83)
 DJ0371_MARKER: DD = SURVEY DISK
 DJ0371_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0371_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0371_STAMPING: F 102 1935
 DJ0371_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0371+STABILITY: SURFACE MOTION
 DJ0371
 DJ0371  HISTORY     - Date     Condition        Report By
 DJ0371  HISTORY     - 1935     MONUMENTED       ALGS
 DJ0371  HISTORY     - 1963     MARK NOT FOUND   NGS
 DJ0371
 DJ0371                          STATION DESCRIPTION
 DJ0371
 DJ0371'DESCRIBED BY ALABAMA GEODETIC SURVEY 1935
 DJ0371'2.6 MI SW FROM ALICEVILLE.
 DJ0371'2.6 MILES SOUTHWEST ALONG THE ALABAMA, TENNESSEE AND NORTHERN RAILROAD
 DJ0371'FROM THE STATION AT ALICEVILLE, PICKENS COUNTY, 36 FEET SOUTHEAST OF
 DJ0371'THE CENTER LINE OF STATE HIGHWAY 17, 30 FEET NORTHWEST OF THE CENTER
 DJ0371'LINE OF THE TRACK, AND 3 FEET NORTHEAST OF POLE 505.  A STATE SURVEY
 DJ0371'STANDARD DISK, STAMPED F 102 1935 AND SET IN THE TOP OF A CONCRETE
 DJ0371'POST.
 DJ0371
 DJ0371                          STATION RECOVERY (1963)
 DJ0371
 DJ0371'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DJ0371'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0157 ***********************************************************************
 CO0157  DESIGNATION -  F 103
 CO0157  PID         -  CO0157
 CO0157  STATE/COUNTY-  AL/GREENE
 CO0157  USGS QUAD   -  BOLIGEE (1987)
 CO0157
 CO0157                         *CURRENT SURVEY CONTROL
 CO0157  ___________________________________________________________________
 CO0157* NAD 83(1986)-  32 49 05.     (N)    088 03 15.     (W)     SCALED    
 CO0157* NAVD 88     -        39.881  (meters)     130.84   (feet)  ADJUSTED  
 CO0157  ___________________________________________________________________
 CO0157  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CO0157  DYNAMIC HT  -          39.836 (meters)     130.70  (feet)  COMP
 CO0157  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 CO0157
 CO0157  VERT ORDER  -  SECOND    CLASS 0
 CO0157
 CO0157.The horizontal coordinates were scaled from a topographic map and have
 CO0157.an estimated accuracy of +/- 6 seconds.
 CO0157
 CO0157.The orthometric height was determined by differential leveling
 CO0157.and adjusted by the National Geodetic Survey in June 1991..
 CO0157
 CO0157.The geoid height was determined by GEOID03.
 CO0157
 CO0157.The dynamic height is computed by dividing the NAVD 88
 CO0157.geopotential number by the normal gravity value computed on the
 CO0157.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0157.degrees latitude (g = 980.6199 gals.).
 CO0157
 CO0157.The modeled gravity was interpolated from observed gravity values.
 CO0157
 CO0157;                    North         East    Units  Estimated Accuracy
 CO0157;SPC AL W     -   312,570.      548,110.      MT  (+/- 180 meters Scaled)
 CO0157
 CO0157                          SUPERSEDED SURVEY CONTROL
 CO0157
 CO0157  NGVD 29 (??/??/92)   39.861  (m)          130.78   (f) ADJ UNCH    2 0
 CO0157
 CO0157.Superseded values are not recommended for survey control.
 CO0157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0157.See file dsdata.txt to determine how the superseded data were derived.
 CO0157
 CO0157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB013316(NAD 83)
 CO0157_MARKER: DB = BENCH MARK DISK
 CO0157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0157_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0157_STAMPING: F 103 1935
 CO0157_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0157+STABILITY: SURFACE MOTION
 CO0157
 CO0157  HISTORY     - Date     Condition        Report By
 CO0157  HISTORY     - 1935     MONUMENTED       CGS
 CO0157
 CO0157                          STATION DESCRIPTION
 CO0157
 CO0157'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0157'3.8 MI S FROM MOUNT HEBRON.
 CO0157'3.8 MILES SOUTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 CO0157'STATION AT MOUNT HEBRON, GREENE COUNTY, 2 POLES SOUTH OF POLE 703+20,
 CO0157'AT A ROAD CROSSING, 50 FEET EAST OF THE CENTER LINE OF THE TRACK, 40
 CO0157'FEET NORTH OF THE CENTER LINE OF THE ROAD, AND 10 FEET WEST OF A FENCE
 CO0157'CORNER.  A STANDARD DISK, STAMPED F 103 1935 AND SET IN THE TOP OF A
 CO0157'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1051 ***********************************************************************
 CO1051  DESIGNATION -  F 103 RESET
 CO1051  PID         -  CO1051
 CO1051  STATE/COUNTY-  AL/GREENE
 CO1051  USGS QUAD   -  BOLIGEE (1987)
 CO1051
 CO1051                         *CURRENT SURVEY CONTROL
 CO1051  ___________________________________________________________________
 CO1051* NAD 83(1986)-  32 49 04.     (N)    088 03 14.     (W)     SCALED    
 CO1051* NAVD 88     -        39.57   (meters)     129.8    (feet)  RESET     
 CO1051  ___________________________________________________________________
 CO1051  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CO1051
 CO1051  VERT ORDER  -  THIRD
 CO1051
 CO1051.The horizontal coordinates were scaled from a topographic map and have
 CO1051.an estimated accuracy of +/- 6 seconds.
 CO1051
 CO1051.The orthometric height was computed from unverified reset data.
 CO1051
 CO1051.The geoid height was determined by GEOID03.
 CO1051
 CO1051;                    North         East    Units  Estimated Accuracy
 CO1051;SPC AL W     -   312,540.      548,130.      MT  (+/- 180 meters Scaled)
 CO1051
 CO1051                          SUPERSEDED SURVEY CONTROL
 CO1051
 CO1051.No superseded survey control is available for this station.
 CO1051
 CO1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB013315(NAD 83)
 CO1051_MARKER: DB = BENCH MARK DISK
 CO1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO1051_STAMPING: F 103 1935 RESET 1966
 CO1051_PROJECTION: PROJECTING 15 CENTIMETERS
 CO1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO1051+STABILITY: SURFACE MOTION
 CO1051
 CO1051  HISTORY     - Date     Condition        Report By
 CO1051  HISTORY     - 1966     MONUMENTED       CGS
 CO1051
 CO1051                          STATION DESCRIPTION
 CO1051
 CO1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 CO1051'3.8 MI SOUTH FROM MOUNT HEBRON.
 CO1051'LOCATED 3.8 MILES SOUTH ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD
 CO1051'FROM MOUNT HEBRON, 2 POLES SOUTH OF POLE 720 AND 20, IN THE NORTHWEST
 CO1051'ANGLE OF A ROAD CROSSING, 53 FT. NORTH-NORTHEAST OF THE NORTH RAIL
 CO1051'OF THE TRACKS, 93 FT. NORTH OF THE CENTER OF THE INTERSECTION OF THE
 CO1051'ROAD AND THE RAILROAD TRACKS, 43 FT. NORTHWEST OF THE CENTER OF THE
 CO1051'ROAD, 4.5 FT. NORTH-NORTHEAST OF THE RIGHT-OF-WAY FENCELINE AND 1 FT.
 CO1051'NORTHWEST OF A METAL WITNESS POST.  IT IS A STANDARD DISK, PROJECTING
 CO1051'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1526 ***********************************************************************
 CN1526  DESIGNATION -  F 107 RESET
 CN1526  PID         -  CN1526
 CN1526  STATE/COUNTY-  AL/PERRY
 CN1526  USGS QUAD   -  MARION NORTH (1983)
 CN1526
 CN1526                         *CURRENT SURVEY CONTROL
 CN1526  ___________________________________________________________________
 CN1526* NAD 83(1986)-  32 42 42.     (N)    087 16 40.     (W)     SCALED    
 CN1526* NAVD 88     -        56.51   (meters)     185.4    (feet)  RESET     
 CN1526  ___________________________________________________________________
 CN1526  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CN1526
 CN1526  VERT ORDER  -  THIRD
 CN1526
 CN1526.The horizontal coordinates were scaled from a topographic map and have
 CN1526.an estimated accuracy of +/- 6 seconds.
 CN1526
 CN1526.The orthometric height was computed from unverified reset data.
 CN1526
 CN1526.The geoid height was determined by GEOID03.
 CN1526
 CN1526;                    North         East    Units  Estimated Accuracy
 CN1526;SPC AL W     -   300,660.      620,830.      MT  (+/- 180 meters Scaled)
 CN1526
 CN1526                          SUPERSEDED SURVEY CONTROL
 CN1526
 CN1526.No superseded survey control is available for this station.
 CN1526
 CN1526_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB739193(NAD 83)
 CN1526_MARKER: DB = BENCH MARK DISK
 CN1526_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN1526_SP_SET: BRIDGE
 CN1526_STAMPING: F 107 RESET 1970
 CN1526_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN1526
 CN1526  HISTORY     - Date     Condition        Report By
 CN1526  HISTORY     - 1970     MONUMENTED       ALGS
 CN1526  HISTORY     - 1971     GOOD             NGS
 CN1526
 CN1526                          STATION DESCRIPTION
 CN1526
 CN1526'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971
 CN1526'9.4 MI NE FROM MARION.
 CN1526'9.4 MILES NORTHEAST ALONG STATE HIGHWAY 5 FROM THE SOUTHERN RAILWAY
 CN1526'STATION AT MARION, 5 MILES SOUTHWEST OF THE CROSS ROADS AND CHURCH AT
 CN1526'HEIBERGER, 3.4 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 43.  DUE
 CN1526'TO THE REROUTING OF HIGHWAYS THE MARK IS NOW LOCATED ON STATE HIGHWAY
 CN1526'175 3.65 MILES NORTH OF THE JUNCTION OF STATE HIGHWAY 14, AT A BRIDGE
 CN1526'OVER OLD TOM CREEK, 1.83 MILES SOUTHEAST OF THE JUNCTION OF STATE
 CN1526'HIGHWAY 5, SET IN THE NORTH END OF BRIDGE ABUTMENT NUMBER 2 AT HIGHWAY
 CN1526'STATION 101 + 64, 16 FEET RIGHT OF CENTER LINE OF BRIDGE IN RIGHT
 CN1526'HAUNCH OF ABUTMENT AND ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1502 ***********************************************************************
 CN1502  DESIGNATION -  F 108
 CN1502  PID         -  CN1502
 CN1502  STATE/COUNTY-  AL/BIBB
 CN1502  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1502
 CN1502                         *CURRENT SURVEY CONTROL
 CN1502  ___________________________________________________________________
 CN1502* NAD 83(1986)-  32 52 06.     (N)    086 58 38.     (W)     SCALED    
 CN1502* NAVD 88     -       134.660  (meters)     441.80   (feet)  ADJUSTED  
 CN1502  ___________________________________________________________________
 CN1502  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CN1502  DYNAMIC HT  -         134.506 (meters)     441.29  (feet)  COMP
 CN1502  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CN1502
 CN1502  VERT ORDER  -  SECOND    CLASS 0
 CN1502
 CN1502.The horizontal coordinates were scaled from a topographic map and have
 CN1502.an estimated accuracy of +/- 6 seconds.
 CN1502
 CN1502.The orthometric height was determined by differential leveling
 CN1502.and adjusted by the National Geodetic Survey in June 1991..
 CN1502
 CN1502.The geoid height was determined by GEOID03.
 CN1502
 CN1502.The dynamic height is computed by dividing the NAVD 88
 CN1502.geopotential number by the normal gravity value computed on the
 CN1502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1502.degrees latitude (g = 980.6199 gals.).
 CN1502
 CN1502.The modeled gravity was interpolated from observed gravity values.
 CN1502
 CN1502;                    North         East    Units  Estimated Accuracy
 CN1502;SPC AL W     -   318,130.      648,930.      MT  (+/- 180 meters Scaled)
 CN1502
 CN1502                          SUPERSEDED SURVEY CONTROL
 CN1502
 CN1502  NGVD 29 (??/??/92)  134.627  (m)          441.69   (f) ADJ UNCH    2 0
 CN1502
 CN1502.Superseded values are not recommended for survey control.
 CN1502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1502.See file dsdata.txt to determine how the superseded data were derived.
 CN1502
 CN1502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB021366(NAD 83)
 CN1502_MARKER: DB = BENCH MARK DISK
 CN1502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1502_STAMPING: F 108 1935
 CN1502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1502+STABILITY: SURFACE MOTION
 CN1502
 CN1502  HISTORY     - Date     Condition        Report By
 CN1502  HISTORY     - 1935     MONUMENTED       CGS
 CN1502  HISTORY     - 1950     GOOD             NGS
 CN1502
 CN1502                          STATION DESCRIPTION
 CN1502
 CN1502'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN1502'9.9 MI NW FROM MAPLESVILLE.
 CN1502'ABOUT 9.9 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 CN1502'FROM THE POST OFFICE AT MAPLESVILLE, ABOUT 11.2 MILES SOUTHEAST OF THE
 CN1502'STATION AT CENTREVILLE, AT A PUBLIC GRAVEL ROAD CROSSING AT ACTIVE,
 CN1502'123 FEET NORTH OF THE CENTER OF THE CROSSING, 100.5 FEET
 CN1502'NORTH-NORTHWEST OF THE CROSSING SIGN, 26 FEET NORTHEAST OF THE
 CN1502'NORTHEAST RAIL, 39 FEET SOUTHEAST OF A TELEPHONE POLE, 1 1/2 FEET
 CN1502'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE TRACK
 CN1502'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2679 ***********************************************************************
 CN2679  DESIGNATION -  F 109
 CN2679  PID         -  CN2679
 CN2679  STATE/COUNTY-  AL/PERRY
 CN2679  USGS QUAD   -  NEWBERN (1980)
 CN2679
 CN2679                         *CURRENT SURVEY CONTROL
 CN2679  ___________________________________________________________________
 CN2679* NAD 83(1986)-  32 35 46.     (N)    087 30 21.     (W)     SCALED    
 CN2679* NAVD 88     -        65.959  (meters)     216.40   (feet)  ADJUSTED  
 CN2679  ___________________________________________________________________
 CN2679  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 CN2679  DYNAMIC HT  -          65.882 (meters)     216.15  (feet)  COMP
 CN2679  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 CN2679
 CN2679  VERT ORDER  -  SECOND    CLASS 0
 CN2679
 CN2679.The horizontal coordinates were scaled from a topographic map and have
 CN2679.an estimated accuracy of +/- 6 seconds.
 CN2679
 CN2679.The orthometric height was determined by differential leveling
 CN2679.and adjusted by the National Geodetic Survey in June 1991..
 CN2679
 CN2679.The geoid height was determined by GEOID03.
 CN2679
 CN2679.The dynamic height is computed by dividing the NAVD 88
 CN2679.geopotential number by the normal gravity value computed on the
 CN2679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2679.degrees latitude (g = 980.6199 gals.).
 CN2679
 CN2679.The modeled gravity was interpolated from observed gravity values.
 CN2679
 CN2679;                    North         East    Units  Estimated Accuracy
 CN2679;SPC AL W     -   287,820.      599,450.      MT  (+/- 180 meters Scaled)
 CN2679
 CN2679                          SUPERSEDED SURVEY CONTROL
 CN2679
 CN2679  NGVD 29 (??/??/92)   65.904  (m)          216.22   (f) ADJ UNCH    2 0
 CN2679
 CN2679.Superseded values are not recommended for survey control.
 CN2679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2679.See file dsdata.txt to determine how the superseded data were derived.
 CN2679
 CN2679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB525066(NAD 83)
 CN2679_MARKER: DB = BENCH MARK DISK
 CN2679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2679_STAMPING: F-109 1935
 CN2679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2679+STABILITY: SURFACE MOTION
 CN2679
 CN2679  HISTORY     - Date     Condition        Report By
 CN2679  HISTORY     - 1935     MONUMENTED       CGS
 CN2679  HISTORY     - 1975     POOR             USGS
 CN2679
 CN2679                          STATION DESCRIPTION
 CN2679
 CN2679'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN2679'1.7 MI E FROM NEWBERN.
 CN2679'ALONG THE SOUTHERN RAILROAD 700 FEET EAST OF MILEPOST 39.  25 FEET
 CN2679'NORTH OF CENTER LINE OF THE TRACKS, AND 8 FEET ABOVE THE LEVEL OF THE
 CN2679'TRACKS, SITUATED ON A HIGH BANK.  NOTE-- THE MARK IS LEANING 30
 CN2679'DEGREES.
 CN2679
 CN2679                          STATION RECOVERY (1975)
 CN2679
 CN2679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN2679'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2624 ***********************************************************************
 BG2624  DESIGNATION -  F 11
 BG2624  PID         -  BG2624
 BG2624  STATE/COUNTY-  AL/BALDWIN
 BG2624  USGS QUAD   -  DYAS (1994)
 BG2624
 BG2624                         *CURRENT SURVEY CONTROL
 BG2624  ___________________________________________________________________
 BG2624* NAD 83(1986)-  30 57 43.     (N)    087 40 32.     (W)     SCALED    
 BG2624* NAVD 88     -        46.377  (meters)     152.16   (feet)  ADJUSTED  
 BG2624  ___________________________________________________________________
 BG2624  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BG2624  DYNAMIC HT  -          46.318 (meters)     151.96  (feet)  COMP
 BG2624  MODELED GRAV-     979,367.4   (mgal)                       NAVD 88
 BG2624
 BG2624  VERT ORDER  -  FIRST     CLASS II
 BG2624
 BG2624.The horizontal coordinates were scaled from a topographic map and have
 BG2624.an estimated accuracy of +/- 6 seconds.
 BG2624
 BG2624.The orthometric height was determined by differential leveling
 BG2624.and adjusted by the National Geodetic Survey in June 1991..
 BG2624
 BG2624.The geoid height was determined by GEOID03.
 BG2624
 BG2624.The dynamic height is computed by dividing the NAVD 88
 BG2624.geopotential number by the normal gravity value computed on the
 BG2624.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2624.degrees latitude (g = 980.6199 gals.).
 BG2624
 BG2624.The modeled gravity was interpolated from observed gravity values.
 BG2624
 BG2624;                    North         East    Units  Estimated Accuracy
 BG2624;SPC AL W     -   106,650.      583,230.      MT  (+/- 180 meters Scaled)
 BG2624
 BG2624                          SUPERSEDED SURVEY CONTROL
 BG2624
 BG2624  NGVD 29 (??/??/92)   46.34   (m)          152.0    (f) COMPUTED    1 2
 BG2624
 BG2624.Superseded values are not recommended for survey control.
 BG2624.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2624.See file dsdata.txt to determine how the superseded data were derived.
 BG2624
 BG2624_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV354255(NAD 83)
 BG2624_MARKER: DB = BENCH MARK DISK
 BG2624_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG2624_SP_SET: PLATFORM
 BG2624_STAMPING: F 11 1918 ELEV 152.076 FT
 BG2624_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2624
 BG2624  HISTORY     - Date     Condition        Report By
 BG2624  HISTORY     - 1918     MONUMENTED       CGS
 BG2624  HISTORY     - 1955     GOOD             NGS
 BG2624  HISTORY     - 1988     POOR             USPSQD
 BG2624
 BG2624                          STATION DESCRIPTION
 BG2624
 BG2624'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2624'4.4 MI SW FROM PERDIDO.
 BG2624'ABOUT 4.35 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 BG2624'RAILROAD FROM THE STATION AT PERDIDO, AT DYAS, ABOUT 0.35 MILE
 BG2624'SOUTHWEST OF MILE POST 634, 75 FEET EAST OF CENTER OF CROSSING
 BG2624'OF GRAVEL ROAD AND MAIN TRACK, 17 FEET SOUTHEAST OF SOUTHEAST
 BG2624'RAIL OF A SIDING TRACK, 45 FEET SOUTHEAST OF SOUTHEAST RAIL OF
 BG2624'MAIN TRACK, 58 1/2 FEET NORTHEAST OF CENTER LINE OF ROAD, IN THE
 BG2624'TOP OF AN ABANDONED CONCRETE PLATFORM, 0.9 FOOT NORTHWEST OF
 BG2624'SOUTHEAST EDGE OF PLATFORM, 23 1/2 FEET NORTHEAST OF SOUTHWEST
 BG2624'END OF PLATFORM AND ABOUT 1/2 FOOT BELOW LEVEL OF MAIN TRACK.
 BG2624'NOTE-- THE CONCRETE PLATFORM IS CRACKED BADLY AND IS BEING RUN
 BG2624'OVER BY TRUCKS LOADING LOGS ON TO FLAT CARS.  THE PLATFORM
 BG2624'IS CAST IN SECTIONS AND THE SECTION WITH MARK APPEARS TO BE IN
 BG2624'BETTER CONDITION THAN THE REMAINDER OF PLATFORM, HOWEVER MARK
 BG2624'SHOULD BE USED WITH CAUTION.
 BG2624
 BG2624                          STATION RECOVERY (1988)
 BG2624
 BG2624'RECOVERY NOTE BY US POWER SQUADRON 1988 (JNT)
 BG2624'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0406 ***********************************************************************
 CO0406  DESIGNATION -  F 110
 CO0406  PID         -  CO0406
 CO0406  STATE/COUNTY-  AL/CHOCTAW
 CO0406  USGS QUAD   -  BUTLER (1986)
 CO0406
 CO0406                         *CURRENT SURVEY CONTROL
 CO0406  ___________________________________________________________________
 CO0406* NAD 83(1986)-  32 06 43.     (N)    088 08 03.     (W)     SCALED    
 CO0406* NAVD 88     -        31.526  (meters)     103.43   (feet)  ADJUSTED  
 CO0406  ___________________________________________________________________
 CO0406  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CO0406  DYNAMIC HT  -          31.490 (meters)     103.31  (feet)  COMP
 CO0406  MODELED GRAV-     979,496.2   (mgal)                       NAVD 88
 CO0406
 CO0406  VERT ORDER  -  SECOND    CLASS 0
 CO0406
 CO0406.The horizontal coordinates were scaled from a topographic map and have
 CO0406.an estimated accuracy of +/- 6 seconds.
 CO0406
 CO0406.The orthometric height was determined by differential leveling
 CO0406.and adjusted by the National Geodetic Survey in June 1991..
 CO0406
 CO0406.The geoid height was determined by GEOID03.
 CO0406
 CO0406.The dynamic height is computed by dividing the NAVD 88
 CO0406.geopotential number by the normal gravity value computed on the
 CO0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0406.degrees latitude (g = 980.6199 gals.).
 CO0406
 CO0406.The modeled gravity was interpolated from observed gravity values.
 CO0406
 CO0406;                    North         East    Units  Estimated Accuracy
 CO0406;SPC AL W     -   234,310.      540,150.      MT  (+/- 180 meters Scaled)
 CO0406
 CO0406                          SUPERSEDED SURVEY CONTROL
 CO0406
 CO0406  NGVD 29 (??/??/92)   31.509  (m)          103.38   (f) ADJ UNCH    2 0
 CO0406
 CO0406.Superseded values are not recommended for survey control.
 CO0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0406.See file dsdata.txt to determine how the superseded data were derived.
 CO0406
 CO0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA929534(NAD 83)
 CO0406_MARKER: DB = BENCH MARK DISK
 CO0406_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0406_SP_SET: CULVERT
 CO0406_STAMPING: F 110 1935
 CO0406_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0406
 CO0406  HISTORY     - Date     Condition        Report By
 CO0406  HISTORY     - 1935     MONUMENTED       CGS
 CO0406
 CO0406                          STATION DESCRIPTION
 CO0406
 CO0406'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0406'5.5 MI E FROM BUTLER.
 CO0406'5.5 MILES EAST OF THE COURTHOUSE AT BUTLER.  STANDARD DISK SET IN
 CO0406'CONCRETE CULVERT, STAMPED F 110 1935.  ALONG STATE HIGHWAY 10 IN THE
 CO0406'NORTH HEADWALL TO CONCRETE HIGHWAY CULVERT.  250 FEET WEST OF A CROSS
 CO0406'ROAD, AND 1/4 MILE WEST OF CONCRETE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2414 ***********************************************************************
 CN2414  DESIGNATION -  F 111
 CN2414  PID         -  CN2414
 CN2414  STATE/COUNTY-  AL/MARENGO
 CN2414  USGS QUAD   -  UNIONTOWN WEST (1979)
 CN2414
 CN2414                         *CURRENT SURVEY CONTROL
 CN2414  ___________________________________________________________________
 CN2414* NAD 83(1986)-  32 27 23.     (N)    087 32 53.     (W)     SCALED    
 CN2414* NAVD 88     -        56.299  (meters)     184.71   (feet)  ADJUSTED  
 CN2414  ___________________________________________________________________
 CN2414  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN2414  DYNAMIC HT  -          56.234 (meters)     184.49  (feet)  COMP
 CN2414  MODELED GRAV-     979,489.0   (mgal)                       NAVD 88
 CN2414
 CN2414  VERT ORDER  -  FIRST     CLASS I
 CN2414
 CN2414.The horizontal coordinates were scaled from a topographic map and have
 CN2414.an estimated accuracy of +/- 6 seconds.
 CN2414
 CN2414.The orthometric height was determined by differential leveling
 CN2414.and adjusted by the National Geodetic Survey in June 1991..
 CN2414.WARNING-Repeat measurements at this control monument indicate possible
 CN2414.vertical movement.
 CN2414
 CN2414.The geoid height was determined by GEOID03.
 CN2414
 CN2414.The dynamic height is computed by dividing the NAVD 88
 CN2414.geopotential number by the normal gravity value computed on the
 CN2414.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2414.degrees latitude (g = 980.6199 gals.).
 CN2414
 CN2414.The modeled gravity was interpolated from observed gravity values.
 CN2414
 CN2414;                    North         East    Units  Estimated Accuracy
 CN2414;SPC AL W     -   272,330.      595,480.      MT  (+/- 180 meters Scaled)
 CN2414
 CN2414                          SUPERSEDED SURVEY CONTROL
 CN2414
 CN2414  NGVD 29 (??/??/??)   56.283  (m)          184.66   (f) ADJUSTED    1 1
 CN2414
 CN2414.Superseded values are not recommended for survey control.
 CN2414.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2414.See file dsdata.txt to determine how the superseded data were derived.
 CN2414
 CN2414_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA484911(NAD 83)
 CN2414_MARKER: DB = BENCH MARK DISK
 CN2414_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2414_SP_SET: CULVERT
 CN2414_STAMPING: F 111 1935
 CN2414_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2414_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN2414+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 CN2414
 CN2414  HISTORY     - Date     Condition        Report By
 CN2414  HISTORY     - 1935     MONUMENTED       CGS
 CN2414  HISTORY     - 1968     GOOD             NGS
 CN2414  HISTORY     - 20040412 GOOD             ALHD
 CN2414
 CN2414                          STATION DESCRIPTION
 CN2414
 CN2414'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN2414'2.45 MI W FROM UNIONTOWN.
 CN2414'2.45 MILES WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM FROM
 CN2414'THE STATION AT UNIONTOWN, OR ABOUT 2.65 MILES EAST ALONG THE TRACK OF
 CN2414'THE SOUTHERN RAILWAY SYSTEM FROM THE STATION AT FAUNSDALE, IN SECTION
 CN2414'11, T 17 N, R 5 E, 0.1 MILE EAST OF MILEPOST 225, SET IN THE TOP AND
 CN2414'1.7 FEET EAST OF THE WEST END OF THE NORTH CONCRETE HEADWALL OF A 20
 CN2414'INCH TUBULAR CULVERT UNDER THE TRACK, 13 1/2 FEET NORTH OF THE NORTH
 CN2414'RAIL, AND ABOUT 3 FEET BELOW THE LEVEL OF THE TRACK.
 CN2414
 CN2414                          STATION RECOVERY (2004)
 CN2414
 CN2414'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CN2414'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2232 ***********************************************************************
 CN2232  DESIGNATION -  F 112
 CN2232  PID         -  CN2232
 CN2232  STATE/COUNTY-  AL/WILCOX
 CN2232  USGS QUAD   -  KIMBROUGH (1978)
 CN2232
 CN2232                         *CURRENT SURVEY CONTROL
 CN2232  ___________________________________________________________________
 CN2232* NAD 83(1986)-  32 02 42.     (N)    087 36 42.     (W)     SCALED    
 CN2232* NAVD 88     -        35.885  (meters)     117.73   (feet)  ADJUSTED  
 CN2232  ___________________________________________________________________
 CN2232  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CN2232  DYNAMIC HT  -          35.843 (meters)     117.59  (feet)  COMP
 CN2232  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 CN2232
 CN2232  VERT ORDER  -  FIRST     CLASS II
 CN2232
 CN2232.The horizontal coordinates were scaled from a topographic map and have
 CN2232.an estimated accuracy of +/- 6 seconds.
 CN2232
 CN2232.The orthometric height was determined by differential leveling
 CN2232.and adjusted by the National Geodetic Survey in June 1991..
 CN2232
 CN2232.The geoid height was determined by GEOID03.
 CN2232
 CN2232.The dynamic height is computed by dividing the NAVD 88
 CN2232.geopotential number by the normal gravity value computed on the
 CN2232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2232.degrees latitude (g = 980.6199 gals.).
 CN2232
 CN2232.The modeled gravity was interpolated from observed gravity values.
 CN2232
 CN2232;                    North         East    Units  Estimated Accuracy
 CN2232;SPC AL W     -   226,720.      589,450.      MT  (+/- 180 meters Scaled)
 CN2232
 CN2232                          SUPERSEDED SURVEY CONTROL
 CN2232
 CN2232  NGVD 29 (??/??/92)   35.85   (m)          117.6    (f) COMPUTED    1 2
 CN2232
 CN2232.Superseded values are not recommended for survey control.
 CN2232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2232.See file dsdata.txt to determine how the superseded data were derived.
 CN2232
 CN2232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA422455(NAD 83)
 CN2232_MARKER: DB = BENCH MARK DISK
 CN2232_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2232_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2232_STAMPING: F-112 1935
 CN2232_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2232+STABILITY: SURFACE MOTION
 CN2232
 CN2232  HISTORY     - Date     Condition        Report By
 CN2232  HISTORY     - 1935     MONUMENTED       CGS
 CN2232  HISTORY     - 1944     GOOD             NGS
 CN2232
 CN2232                          STATION DESCRIPTION
 CN2232
 CN2232'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN2232'3.3 MI NW FROM KIMBROUGH.
 CN2232'ALONG THE FRISCO RAILROAD AT A PRIVATE CROSSING.  100 FEET EAST OF
 CN2232'MILEPOST 770.20.  15 FEET NORTH OF A GATE, AND 2 FEET SOUTH OF
 CN2232'PROPERTY LINE.  42 FEET NORTH OF THE CENTER LINE OF THE TRACKS.
 CN2232
 CN2232                          STATION RECOVERY (1944)
 CN2232
 CN2232'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 CN2232'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0383 ***********************************************************************
 CO0383  DESIGNATION -  F 113
 CO0383  PID         -  CO0383
 CO0383  STATE/COUNTY-  AL/CHOCTAW
 CO0383  USGS QUAD   -  LISMAN (1974)
 CO0383
 CO0383                         *CURRENT SURVEY CONTROL
 CO0383  ___________________________________________________________________
 CO0383* NAD 83(1986)-  32 07 45.     (N)    088 19 41.     (W)     SCALED    
 CO0383* NAVD 88     -        67.128  (meters)     220.24   (feet)  ADJUSTED  
 CO0383  ___________________________________________________________________
 CO0383  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CO0383  DYNAMIC HT  -          67.049 (meters)     219.98  (feet)  COMP
 CO0383  MODELED GRAV-     979,471.2   (mgal)                       NAVD 88
 CO0383
 CO0383  VERT ORDER  -  SECOND    CLASS 0
 CO0383
 CO0383.The horizontal coordinates were scaled from a topographic map and have
 CO0383.an estimated accuracy of +/- 6 seconds.
 CO0383
 CO0383.The orthometric height was determined by differential leveling
 CO0383.and adjusted by the National Geodetic Survey in June 1991..
 CO0383.WARNING-Repeat measurements at this control monument indicate possible
 CO0383.vertical movement.
 CO0383
 CO0383.The geoid height was determined by GEOID03.
 CO0383
 CO0383.The dynamic height is computed by dividing the NAVD 88
 CO0383.geopotential number by the normal gravity value computed on the
 CO0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0383.degrees latitude (g = 980.6199 gals.).
 CO0383
 CO0383.The modeled gravity was interpolated from observed gravity values.
 CO0383
 CO0383;                    North         East    Units  Estimated Accuracy
 CO0383;SPC AL W     -   236,350.      521,870.      MT  (+/- 180 meters Scaled)
 CO0383
 CO0383                          SUPERSEDED SURVEY CONTROL
 CO0383
 CO0383  NGVD 29 (??/??/92)   67.156  (m)          220.33   (f) ADJ UNCH    2 0
 CO0383
 CO0383.Superseded values are not recommended for survey control.
 CO0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0383.See file dsdata.txt to determine how the superseded data were derived.
 CO0383
 CO0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA747555(NAD 83)
 CO0383_MARKER: DB = BENCH MARK DISK
 CO0383_SETTING: 0 = UNSPECIFIED SETTING
 CO0383_STAMPING: F 113 1935
 CO0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0383
 CO0383  HISTORY     - Date     Condition        Report By
 CO0383  HISTORY     - 1935     MONUMENTED       CGS
 CO0383  HISTORY     - 1943     GOOD             NGS
 CO0383
 CO0383                          STATION DESCRIPTION
 CO0383
 CO0383'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CO0383'IN RIDERWOOD.
 CO0383'AT RIDERWOOD, 1/2 MILE WEST ALONG A ROAD FROM THE ALABAMA, TENNESSEE
 CO0383'AND NORTHERN RAILROAD FROM THE STATION, IN A PARK, 100 FEET NORTH OF A
 CO0383'STORE THAT IS NOW BURNED DOWN, 50 FEET NORTHWEST OF A HYDRANT, 40 FEET
 CO0383'WEST OF THE CENTERLINE OF THE ROAD, 1 FOOT NORTH OF A WHITE MARKER
 CO0383'POST STENCILED USBM.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0003 ***********************************************************************
 BV0003  DESIGNATION -  F 114
 BV0003  PID         -  BV0003
 BV0003  STATE/COUNTY-  AL/CHOCTAW
 BV0003  USGS QUAD   -  TOXEY (1986)
 BV0003
 BV0003                         *CURRENT SURVEY CONTROL
 BV0003  ___________________________________________________________________
 BV0003* NAD 83(1986)-  31 56 20.     (N)    088 18 22.     (W)     SCALED    
 BV0003* NAVD 88     -        32.918  (meters)     108.00   (feet)  ADJUSTED  
 BV0003  ___________________________________________________________________
 BV0003  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BV0003  DYNAMIC HT  -          32.879 (meters)     107.87  (feet)  COMP
 BV0003  MODELED GRAV-     979,473.1   (mgal)                       NAVD 88
 BV0003
 BV0003  VERT ORDER  -  SECOND    CLASS 0
 BV0003
 BV0003.The horizontal coordinates were scaled from a topographic map and have
 BV0003.an estimated accuracy of +/- 6 seconds.
 BV0003
 BV0003.The orthometric height was determined by differential leveling
 BV0003.and adjusted by the National Geodetic Survey in June 1991..
 BV0003
 BV0003.The geoid height was determined by GEOID03.
 BV0003
 BV0003.The dynamic height is computed by dividing the NAVD 88
 BV0003.geopotential number by the normal gravity value computed on the
 BV0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0003.degrees latitude (g = 980.6199 gals.).
 BV0003
 BV0003.The modeled gravity was interpolated from observed gravity values.
 BV0003
 BV0003;                    North         East    Units  Estimated Accuracy
 BV0003;SPC AL W     -   215,230.      523,780.      MT  (+/- 180 meters Scaled)
 BV0003
 BV0003                          SUPERSEDED SURVEY CONTROL
 BV0003
 BV0003.No superseded survey control is available for this station.
 BV0003
 BV0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA765344(NAD 83)
 BV0003_MARKER: DB = BENCH MARK DISK
 BV0003_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0003_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0003_STAMPING: F 114 1935
 BV0003_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0003+STABILITY: SURFACE MOTION
 BV0003
 BV0003  HISTORY     - Date     Condition        Report By
 BV0003  HISTORY     - 1935     MONUMENTED       CGS
 BV0003  HISTORY     - 1944     GOOD             NGS
 BV0003
 BV0003                          STATION DESCRIPTION
 BV0003
 BV0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BV0003'1.8 MI N FROM TOXEY.
 BV0003'1.8 MILES NORTH ALONG THE ALABAMA, TENNESSEE AND NORTHERN RAILROAD
 BV0003'FROM THE STATION AT TOXEY, CHOCTAW COUNTY, AT A SIDING USED IN LOADING
 BV0003'LOGS, 140 FEET EAST OF THE CENTER LINE OF THE MAIN TRACK, AND 1.5 FEET
 BV0003'SOUTH OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 114
 BV0003'1935 AND SET IN THE TOP OF A CONCRETE POST.
 BV0003
 BV0003                          STATION RECOVERY (1944)
 BV0003
 BV0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 BV0003'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2520 ***********************************************************************
 BG2520  DESIGNATION -  F 115
 BG2520  PID         -  BG2520
 BG2520  STATE/COUNTY-  AL/BALDWIN
 BG2520  USGS QUAD   -  ROBERTSDALE (1985)
 BG2520
 BG2520                         *CURRENT SURVEY CONTROL
 BG2520  ___________________________________________________________________
 BG2520* NAD 83(1986)-  30 35 36.     (N)    087 43 57.     (W)     SCALED    
 BG2520* NAVD 88     -        48.489  (meters)     159.08   (feet)  ADJUSTED  
 BG2520  ___________________________________________________________________
 BG2520  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BG2520  DYNAMIC HT  -          48.426 (meters)     158.88  (feet)  COMP
 BG2520  MODELED GRAV-     979,339.7   (mgal)                       NAVD 88
 BG2520
 BG2520  VERT ORDER  -  SECOND    CLASS 0
 BG2520
 BG2520.The horizontal coordinates were scaled from a topographic map and have
 BG2520.an estimated accuracy of +/- 6 seconds.
 BG2520
 BG2520.The orthometric height was determined by differential leveling
 BG2520.and adjusted by the National Geodetic Survey in June 1991..
 BG2520
 BG2520.The geoid height was determined by GEOID03.
 BG2520
 BG2520.The dynamic height is computed by dividing the NAVD 88
 BG2520.geopotential number by the normal gravity value computed on the
 BG2520.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2520.degrees latitude (g = 980.6199 gals.).
 BG2520
 BG2520.The modeled gravity was interpolated from observed gravity values.
 BG2520
 BG2520;                    North         East    Units  Estimated Accuracy
 BG2520;SPC AL W     -    65,790.      577,700.      MT  (+/- 180 meters Scaled)
 BG2520
 BG2520                          SUPERSEDED SURVEY CONTROL
 BG2520
 BG2520  NGVD 29 (??/??/92)   48.45   (m)          159.0    (f) COMPUTED    2 0
 BG2520
 BG2520.Superseded values are not recommended for survey control.
 BG2520.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2520.See file dsdata.txt to determine how the superseded data were derived.
 BG2520
 BG2520_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU297847(NAD 83)
 BG2520_MARKER: DB = BENCH MARK DISK
 BG2520_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2520_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2520_STAMPING: F 115 75 75 LOX B 1935
 BG2520_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2520+STABILITY: SURFACE MOTION
 BG2520
 BG2520  HISTORY     - Date     Condition        Report By
 BG2520  HISTORY     - 1935     MONUMENTED       ALGS
 BG2520  HISTORY     - 1955     GOOD             NGS
 BG2520  HISTORY     - 1968     MARK NOT FOUND   NGS
 BG2520
 BG2520                          STATION DESCRIPTION
 BG2520
 BG2520'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2520'2.2 MI S FROM LOXLEY.
 BG2520'ABOUT 2.25 MILES SOUTH ALONG U.S. HIGHWAY 90 FROM ST. RAPHAEL
 BG2520'CATHOLIC CHURCH AT LOXLEY, 2.4 MILES NORTH OF THE OVERPASS OVER
 BG2520'THE LOUISVILLE AND NASHVILLE RAILROAD TRACK AT ROBERTSDALE, 75
 BG2520'YARDS NORTHWEST OF THE NORTHWEST SIDE OF A PURE OIL SERVICE
 BG2520'STATION, 39 FEET NORTHEAST OF THE CENTER LINE OF THE HIGHWAY, 38
 BG2520'FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE LOUISVILLE AND
 BG2520'NASHVILLE RAILROAD, 30 FEET NORTH-NORTHWEST OF A TELEPHONE
 BG2520'POLE, 72 FEET SOUTHEAST OF TELEGRAPH POLE 143, ABOUT 1 FOOT
 BG2520'BELOW THE LEVEL OF THE HIGHWAY AND IN THE TOP OF A CONCRETE
 BG2520'POST PROJECTING 6 INCHES.
 BG2520
 BG2520                          STATION RECOVERY (1968)
 BG2520
 BG2520'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BG2520'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1483 ***********************************************************************
 BU1483  DESIGNATION -  F 116
 BU1483  PID         -  BU1483
 BU1483  STATE/COUNTY-  AL/BALDWIN
 BU1483  USGS QUAD   -  BLACKSHER (1983)
 BU1483
 BU1483                         *CURRENT SURVEY CONTROL
 BU1483  ___________________________________________________________________
 BU1483* NAD 83(1986)-  31 13 20.     (N)    087 43 01.     (W)     SCALED    
 BU1483* NAVD 88     -        41.719  (meters)     136.87   (feet)  ADJUSTED  
 BU1483  ___________________________________________________________________
 BU1483  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BU1483  DYNAMIC HT  -          41.667 (meters)     136.70  (feet)  COMP
 BU1483  MODELED GRAV-     979,381.9   (mgal)                       NAVD 88
 BU1483
 BU1483  VERT ORDER  -  SECOND    CLASS 0
 BU1483
 BU1483.The horizontal coordinates were scaled from a topographic map and have
 BU1483.an estimated accuracy of +/- 6 seconds.
 BU1483
 BU1483.The orthometric height was determined by differential leveling
 BU1483.and adjusted by the National Geodetic Survey in June 1991..
 BU1483
 BU1483.The geoid height was determined by GEOID03.
 BU1483
 BU1483.The dynamic height is computed by dividing the NAVD 88
 BU1483.geopotential number by the normal gravity value computed on the
 BU1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1483.degrees latitude (g = 980.6199 gals.).
 BU1483
 BU1483.The modeled gravity was interpolated from observed gravity values.
 BU1483
 BU1483;                    North         East    Units  Estimated Accuracy
 BU1483;SPC AL W     -   135,510.      579,330.      MT  (+/- 180 meters Scaled)
 BU1483
 BU1483                          SUPERSEDED SURVEY CONTROL
 BU1483
 BU1483  NGVD 29 (??/??/92)   41.691  (m)          136.78   (f) ADJ UNCH    2 0
 BU1483
 BU1483.Superseded values are not recommended for survey control.
 BU1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1483.See file dsdata.txt to determine how the superseded data were derived.
 BU1483
 BU1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV317544(NAD 83)
 BU1483_MARKER: DB = BENCH MARK DISK
 BU1483_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1483_SP_SET: CULVERT
 BU1483_STAMPING: F 116 1935
 BU1483_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1483
 BU1483  HISTORY     - Date     Condition        Report By
 BU1483  HISTORY     - 1935     MONUMENTED       CGS
 BU1483  HISTORY     - 1955     GOOD             NGS
 BU1483
 BU1483                          STATION DESCRIPTION
 BU1483
 BU1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU1483'17.7 MI N FROM STOCKTON.
 BU1483'17.7 MILES NORTH ALONG STATE HIGHWAY 59 FROM THE SCHOOL AT STOCKTON,
 BU1483'18.2 MILES WEST OF URIAH, 1.45 MILES NORTHEAST OF THE BLACKSHER
 BU1483'CHURCH, IN THE TOP OF THE EAST HEAD WALL OF A 2 X 6-FOOT CONCRETE BOX
 BU1483'CULVERT THAT IS 70 FEET SOUTH OF A SIMILAR CULVERT, 3.3 FEET NORTH OF
 BU1483'THE SOUTH END, 13 1/2 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND
 BU1483'ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1638 ***********************************************************************
 BU1638  DESIGNATION -  F 117
 BU1638  PID         -  BU1638
 BU1638  STATE/COUNTY-  AL/CLARKE
 BU1638  USGS QUAD   -  GROVE HILL (1986)
 BU1638
 BU1638                         *CURRENT SURVEY CONTROL
 BU1638  ___________________________________________________________________
 BU1638* NAD 83(1986)-  31 43 27.     (N)    087 48 31.     (W)     SCALED    
 BU1638* NAVD 88     -       129.619  (meters)     425.26   (feet)  ADJUSTED  
 BU1638  ___________________________________________________________________
 BU1638  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 BU1638  DYNAMIC HT  -         129.461 (meters)     424.74  (feet)  COMP
 BU1638  MODELED GRAV-     979,425.3   (mgal)                       NAVD 88
 BU1638
 BU1638  VERT ORDER  -  SECOND    CLASS 0
 BU1638
 BU1638.The horizontal coordinates were scaled from a topographic map and have
 BU1638.an estimated accuracy of +/- 6 seconds.
 BU1638
 BU1638.The orthometric height was determined by differential leveling
 BU1638.and adjusted by the National Geodetic Survey in June 1991..
 BU1638
 BU1638.The geoid height was determined by GEOID03.
 BU1638
 BU1638.The dynamic height is computed by dividing the NAVD 88
 BU1638.geopotential number by the normal gravity value computed on the
 BU1638.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1638.degrees latitude (g = 980.6199 gals.).
 BU1638
 BU1638.The modeled gravity was interpolated from observed gravity values.
 BU1638
 BU1638;                    North         East    Units  Estimated Accuracy
 BU1638;SPC AL W     -   191,180.      570,750.      MT  (+/- 180 meters Scaled)
 BU1638
 BU1638                          SUPERSEDED SURVEY CONTROL
 BU1638
 BU1638  NGVD 29 (??/??/92)  129.588  (m)          425.16   (f) ADJ UNCH    2 0
 BU1638
 BU1638.Superseded values are not recommended for survey control.
 BU1638.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1638.See file dsdata.txt to determine how the superseded data were derived.
 BU1638
 BU1638_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA233101(NAD 83)
 BU1638_MARKER: DB = BENCH MARK DISK
 BU1638_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1638_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1638_STAMPING: F 117 1935
 BU1638_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1638+STABILITY: SURFACE MOTION
 BU1638
 BU1638  HISTORY     - Date     Condition        Report By
 BU1638  HISTORY     - 1935     MONUMENTED       CGS
 BU1638
 BU1638                          STATION DESCRIPTION
 BU1638
 BU1638'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BU1638'2.4 MI W FROM GROVE HILL.
 BU1638'ABOUT 2.4 MILES WEST ALONG THE COFFEEVILLE ROAD FROM THE COURTHOUSE AT
 BU1638'GROVE HILL, CLARKE COUNTY, ABOUT HALF-WAY UP A HILL, AT A PRIVATE
 BU1638'DRIVE LEADING TO A HOUSE, 36 FEET SOUTH OF THE CENTER LINE OF THE
 BU1638'ROAD, 2 FEET NORTH OF A PROPERTY LINE, AND UNDER A TELEPHONE LINE.  A
 BU1638'STANDARD DISK, STAMPED F 117 1935 AND SET IN THE TOP OF A CONCRETE
 BU1638'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0185 ***********************************************************************
 BV0185  DESIGNATION -  F 118
 BV0185  PID         -  BV0185
 BV0185  STATE/COUNTY-  AL/WASHINGTON
 BV0185  USGS QUAD   -  RUTAN (1982)
 BV0185
 BV0185                         *CURRENT SURVEY CONTROL
 BV0185  ___________________________________________________________________
 BV0185* NAD 83(1986)-  31 26 37.     (N)    088 09 37.     (W)     SCALED    
 BV0185* NAVD 88     -        29.439  (meters)      96.58   (feet)  ADJUSTED  
 BV0185  ___________________________________________________________________
 BV0185  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BV0185  DYNAMIC HT  -          29.404 (meters)      96.47  (feet)  COMP
 BV0185  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 BV0185
 BV0185  VERT ORDER  -  SECOND    CLASS 0
 BV0185
 BV0185.The horizontal coordinates were scaled from a topographic map and have
 BV0185.an estimated accuracy of +/- 6 seconds.
 BV0185
 BV0185.The orthometric height was determined by differential leveling
 BV0185.and adjusted by the National Geodetic Survey in June 1991..
 BV0185
 BV0185.The geoid height was determined by GEOID03.
 BV0185
 BV0185.The dynamic height is computed by dividing the NAVD 88
 BV0185.geopotential number by the normal gravity value computed on the
 BV0185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0185.degrees latitude (g = 980.6199 gals.).
 BV0185
 BV0185.The modeled gravity was interpolated from observed gravity values.
 BV0185
 BV0185;                    North         East    Units  Estimated Accuracy
 BV0185;SPC AL W     -   160,220.      537,240.      MT  (+/- 180 meters Scaled)
 BV0185
 BV0185                          SUPERSEDED SURVEY CONTROL
 BV0185
 BV0185.No superseded survey control is available for this station.
 BV0185
 BV0185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV897793(NAD 83)
 BV0185_MARKER: DB = BENCH MARK DISK
 BV0185_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0185_SP_SET: CULVERT
 BV0185_STAMPING: F-118 1935
 BV0185_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0185
 BV0185  HISTORY     - Date     Condition        Report By
 BV0185  HISTORY     - 1935     MONUMENTED       CGS
 BV0185  HISTORY     - 1976     MARK NOT FOUND   USGS
 BV0185
 BV0185                          STATION DESCRIPTION
 BV0185
 BV0185'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BV0185'6.1 MI E FROM CHATOM.
 BV0185'ALONG STATE HIGHWAY 29 BETWEEN TWO HILLS AND IN TOP OF THE SOUTH
 BV0185'HEADWALL TO CONCRETE HIGHWAY CULVERT.
 BV0185
 BV0185                          STATION RECOVERY (1976)
 BV0185
 BV0185'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 BV0185'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0152 ***********************************************************************
 BV0152  DESIGNATION -  F 119
 BV0152  PID         -  BV0152
 BV0152  STATE/COUNTY-  AL/WASHINGTON
 BV0152  USGS QUAD   -  DEER PARK (1982)
 BV0152
 BV0152                         *CURRENT SURVEY CONTROL
 BV0152  ___________________________________________________________________
 BV0152* NAD 83(1986)-  31 10 38.     (N)    088 17 11.     (W)     SCALED    
 BV0152* NAVD 88     -        54.292  (meters)     178.12   (feet)  POSTED    
 BV0152  ___________________________________________________________________
 BV0152  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BV0152  DYNAMIC HT  -          54.220 (meters)     177.89  (feet)  COMP
 BV0152  MODELED GRAV-     979,385.5   (mgal)                       NAVD 88
 BV0152
 BV0152  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0152
 BV0152.The horizontal coordinates were scaled from a topographic map and have
 BV0152.an estimated accuracy of +/- 6 seconds.
 BV0152
 BV0152.The orthometric height was determined by differential leveling
 BV0152.and adjusted by the National Geodetic Survey in 1992..
 BV0152.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0152.rate of 0.0 thru 1.0 mm/km.
 BV0152
 BV0152.The geoid height was determined by GEOID03.
 BV0152
 BV0152.The dynamic height is computed by dividing the NAVD 88
 BV0152.geopotential number by the normal gravity value computed on the
 BV0152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0152.degrees latitude (g = 980.6199 gals.).
 BV0152
 BV0152.The modeled gravity was interpolated from observed gravity values.
 BV0152
 BV0152;                    North         East    Units  Estimated Accuracy
 BV0152;SPC AL W     -   130,770.      525,040.      MT  (+/- 180 meters Scaled)
 BV0152
 BV0152                          SUPERSEDED SURVEY CONTROL
 BV0152
 BV0152.No superseded survey control is available for this station.
 BV0152
 BV0152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV774499(NAD 83)
 BV0152_MARKER: DB = BENCH MARK DISK
 BV0152_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0152_SP_SET: CULVERT
 BV0152_STAMPING: F-119 1940
 BV0152_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0152
 BV0152  HISTORY     - Date     Condition        Report By
 BV0152  HISTORY     - 1940     MONUMENTED       CGS
 BV0152
 BV0152                          STATION DESCRIPTION
 BV0152
 BV0152'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BV0152'3.3 MI SE FROM DEER PARK.
 BV0152'3.3 MILES SOUTH-EAST ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 BV0152'STATION AT DEER PARK, 16 POLES SOUTH-EAST OF MILE-POST NO. 41, 128
 BV0152'FEET SOUTH OF TELEGRAPH POLE NO. 3446V, 12 FEET SOUTH-WEST OF THE
 BV0152'CENTER-LINE OF THE TRACK, 5 FEET SOUTH-EAST OF A WHITE MARKER POST
 BV0152'STENCILED U.S.B.M.  A STANDARD DISK STAMPED F-119 1940 AND SET IN THE
 BV0152'CENTER OF THE SOUTH-WEST END OF A 3-FOOT CONCRETE CULVERT UNDER THE
 BV0152'TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0996 ***********************************************************************
 EF0996  DESIGNATION -  F 12
 EF0996  PID         -  EF0996
 EF0996  STATE/COUNTY-  AL/LAUDERDALE
 EF0996  USGS QUAD   -  BLACKBURN (1988)
 EF0996
 EF0996                         *CURRENT SURVEY CONTROL
 EF0996  ___________________________________________________________________
 EF0996* NAD 83(1986)-  34 57 47.     (N)    087 38 31.     (W)     SCALED    
 EF0996* NAVD 88     -       213.039  (meters)     698.95   (feet)  ADJUSTED  
 EF0996  ___________________________________________________________________
 EF0996  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EF0996  DYNAMIC HT  -         212.836 (meters)     698.28  (feet)  COMP
 EF0996  MODELED GRAV-     979,676.4   (mgal)                       NAVD 88
 EF0996
 EF0996  VERT ORDER  -  FIRST     CLASS II
 EF0996
 EF0996.The horizontal coordinates were scaled from a topographic map and have
 EF0996.an estimated accuracy of +/- 6 seconds.
 EF0996
 EF0996.The orthometric height was determined by differential leveling
 EF0996.and adjusted by the National Geodetic Survey in June 1991..
 EF0996
 EF0996.The geoid height was determined by GEOID03.
 EF0996
 EF0996.The dynamic height is computed by dividing the NAVD 88
 EF0996.geopotential number by the normal gravity value computed on the
 EF0996.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0996.degrees latitude (g = 980.6199 gals.).
 EF0996
 EF0996.The modeled gravity was interpolated from observed gravity values.
 EF0996
 EF0996;                    North         East    Units  Estimated Accuracy
 EF0996;SPC AL W     -   550,350.      587,040.      MT  (+/- 180 meters Scaled)
 EF0996
 EF0996                          SUPERSEDED SURVEY CONTROL
 EF0996
 EF0996  NGVD 29 (??/??/92)  212.999  (m)          698.81   (f) ADJ UNCH    1 2
 EF0996
 EF0996.Superseded values are not recommended for survey control.
 EF0996.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0996.See file dsdata.txt to determine how the superseded data were derived.
 EF0996
 EF0996_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD413691(NAD 83)
 EF0996_MARKER: DB = BENCH MARK DISK
 EF0996_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0996_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0996_STAMPING: 698.850 F 12 1931
 EF0996_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0996+STABILITY: SURFACE MOTION
 EF0996
 EF0996  HISTORY     - Date     Condition        Report By
 EF0996  HISTORY     - 1931     MONUMENTED       CGS
 EF0996  HISTORY     - 1949     GOOD             NGS
 EF0996  HISTORY     - 1972     GOOD             TVA
 EF0996  HISTORY     - 1983     MARK NOT FOUND   NGS
 EF0996
 EF0996                          STATION DESCRIPTION
 EF0996
 EF0996'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EF0996'0.25 MI N FROM BIG CUT.
 EF0996'ABOUT 1/4 MILE NORTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 EF0996'THE STATION AT BIG CUT, ABOUT 1/4 MILE SOUTH OF MILEPOST L 299, 1-1/2
 EF0996'RAILS SOUTH OF A ROAD CROSSING, 23.5 FEET EAST OF THE EAST RAIL, AND
 EF0996'ABOUT 3 FEET LOWER THAN THE TRACK.  NOTE-- A STEEL POST WITH A
 EF0996'CONTROL-MARKER SIGN WAS SET.
 EF0996
 EF0996                          STATION RECOVERY (1972)
 EF0996
 EF0996'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 EF0996'RECOVERED IN GOOD CONDITION.
 EF0996
 EF0996                          STATION RECOVERY (1983)
 EF0996
 EF0996'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EF0996'NOT RECOVERED, POSSIBLY TAKEN OUT BY RAILROAD EQUIPMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0011 ***********************************************************************
 BH0011  DESIGNATION -  F 120
 BH0011  PID         -  BH0011
 BH0011  STATE/COUNTY-  AL/MOBILE
 BH0011  USGS QUAD   -  CHUNCHULA (1985)
 BH0011
 BH0011                         *CURRENT SURVEY CONTROL
 BH0011  ___________________________________________________________________
 BH0011* NAD 83(1986)-  30 54 03.     (N)    088 11 40.     (W)     SCALED    
 BH0011* NAVD 88     -        18.704  (meters)      61.36   (feet)  POSTED    
 BH0011  ___________________________________________________________________
 BH0011  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH0011  DYNAMIC HT  -          18.680 (meters)      61.29  (feet)  COMP
 BH0011  MODELED GRAV-     979,355.7   (mgal)                       NAVD 88
 BH0011
 BH0011  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0011
 BH0011.The horizontal coordinates were scaled from a topographic map and have
 BH0011.an estimated accuracy of +/- 6 seconds.
 BH0011
 BH0011.The orthometric height was determined by differential leveling
 BH0011.and adjusted by the National Geodetic Survey in 1992..
 BH0011.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0011.rate of 0.0 thru 1.0 mm/km.
 BH0011
 BH0011.The geoid height was determined by GEOID03.
 BH0011
 BH0011.The dynamic height is computed by dividing the NAVD 88
 BH0011.geopotential number by the normal gravity value computed on the
 BH0011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0011.degrees latitude (g = 980.6199 gals.).
 BH0011
 BH0011.The modeled gravity was interpolated from observed gravity values.
 BH0011
 BH0011;                    North         East    Units  Estimated Accuracy
 BH0011;SPC AL W     -   100,070.      533,610.      MT  (+/- 180 meters Scaled)
 BH0011
 BH0011                          SUPERSEDED SURVEY CONTROL
 BH0011
 BH0011  NGVD 29 (??/??/??)   18.734  (m)           61.46   (f) ADJUSTED    1 2
 BH0011
 BH0011.Superseded values are not recommended for survey control.
 BH0011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0011.See file dsdata.txt to determine how the superseded data were derived.
 BH0011
 BH0011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV858192(NAD 83)
 BH0011_MARKER: DB = BENCH MARK DISK
 BH0011_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0011_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0011_STAMPING: F-120 1940
 BH0011_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0011+STABILITY: SURFACE MOTION
 BH0011
 BH0011  HISTORY     - Date     Condition        Report By
 BH0011  HISTORY     - 1940     MONUMENTED       CGS
 BH0011
 BH0011                          STATION DESCRIPTION
 BH0011
 BH0011'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BH0011'1.6 MI SE FROM CHUNCHULA.
 BH0011'1.6 MILES SOUTH-EAST ALONG GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH0011'STATION AT CHUNCHULA, 50.6 FEET EAST OF CENTER-LINE OF TRACK, 37.6
 BH0011'FEET EAST OF MILE-POST NO. 17, 108 FEET SOUTH OF A PINE TREE MARKED
 BH0011'WITH A TRIANGULAR BLAZE, 47 FEET WEST OF A OAK TREE MARKED WITH A
 BH0011'TRIANGULAR BLAZE, 1.8 FEET WEST OF A WHITE MARKER POST STENCILED
 BH0011'U.S.B.M.  A STANDARD DISK STAMPED F-120 1940 AND SET IN THE TOP OF A
 BH0011'CONCRETE POST 0.3 FEET HIGH.  MARK WAS POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0811 ***********************************************************************
 BT0811  DESIGNATION -  F 122
 BT0811  PID         -  BT0811
 BT0811  STATE/COUNTY-  AL/HOUSTON
 BT0811  USGS QUAD   -  DOTHAN WEST (1981)
 BT0811
 BT0811                         *CURRENT SURVEY CONTROL
 BT0811  ___________________________________________________________________
 BT0811* NAD 83(1986)-  31 10 50.     (N)    085 26 47.     (W)     SCALED    
 BT0811* NAVD 88     -        84.170  (meters)     276.15   (feet)  ADJUSTED  
 BT0811  ___________________________________________________________________
 BT0811  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 BT0811  DYNAMIC HT  -          84.064 (meters)     275.80  (feet)  COMP
 BT0811  MODELED GRAV-     979,389.1   (mgal)                       NAVD 88
 BT0811
 BT0811  VERT ORDER  -  SECOND    CLASS 0
 BT0811
 BT0811.The horizontal coordinates were scaled from a topographic map and have
 BT0811.an estimated accuracy of +/- 6 seconds.
 BT0811
 BT0811.The orthometric height was determined by differential leveling
 BT0811.and adjusted by the National Geodetic Survey in June 1991..
 BT0811
 BT0811.The geoid height was determined by GEOID03.
 BT0811
 BT0811.The dynamic height is computed by dividing the NAVD 88
 BT0811.geopotential number by the normal gravity value computed on the
 BT0811.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0811.degrees latitude (g = 980.6199 gals.).
 BT0811
 BT0811.The modeled gravity was interpolated from observed gravity values.
 BT0811
 BT0811;                    North         East    Units  Estimated Accuracy
 BT0811;SPC AL E     -    75,510.      236,880.      MT  (+/- 180 meters Scaled)
 BT0811
 BT0811                          SUPERSEDED SURVEY CONTROL
 BT0811
 BT0811  NGVD 29 (??/??/92)   84.266  (m)          276.46   (f) ADJ UNCH    2 0
 BT0811
 BT0811.Superseded values are not recommended for survey control.
 BT0811.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0811.See file dsdata.txt to determine how the superseded data were derived.
 BT0811
 BT0811_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV480506(NAD 83)
 BT0811_MARKER: DB = BENCH MARK DISK
 BT0811_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0811_SP_SET: CULVERT
 BT0811_STAMPING: F 122 1940
 BT0811_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0811
 BT0811  HISTORY     - Date     Condition        Report By
 BT0811  HISTORY     - 1940     MONUMENTED       CGS
 BT0811  HISTORY     - 1955     GOOD             NGS
 BT0811
 BT0811                          STATION DESCRIPTION
 BT0811
 BT0811'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BT0811'5.6 MI NE FROM MALVERN.
 BT0811'ABOUT 5.6 MILES NORTHEAST ALONG THE HARTFORD AND SLOCOMB RAILROAD
 BT0811'FROM THE WEST ONE OF TWO BLACK TOP ROAD CROSSINGS AT MALVERN,
 BT0811'ABOUT 5.0 MILES SOUTHWEST OF THE CENTRAL OF GEORGIA RAILWAY
 BT0811'STATION AT DOTHAN, HOUSTON COUNTY, ABOUT 0.35 MILE SOUTHWEST OF
 BT0811'A BLACK TOP ROAD CROSSING, ABOUT 0.4 MILE SOUTHWEST OF MILE POST
 BT0811'S 384, AT A 24-INCH CONCRETE PIPE CULVERT, IN THE TOP OF
 BT0811'NORTHWEST END OF PIPE CULVERT (NO HEADWALLS), 12 FEET NORTHWEST
 BT0811'OF NORTHWEST RAIL, 0.6 FOOT SOUTHEAST OF NORTHWEST END OF PIPE
 BT0811'AND ABOUT 2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1830 ***********************************************************************
 DG1830  DESIGNATION -  F 123
 DG1830  PID         -  DG1830
 DG1830  STATE/COUNTY-  AL/CLEBURNE
 DG1830  USGS QUAD   -  ROSS MOUNTAIN (1983)
 DG1830
 DG1830                         *CURRENT SURVEY CONTROL
 DG1830  ___________________________________________________________________
 DG1830* NAD 83(1986)-  33 34 46.     (N)    085 36 46.     (W)     SCALED    
 DG1830* NAVD 88     -       254.549  (meters)     835.13   (feet)  ADJUSTED  
 DG1830  ___________________________________________________________________
 DG1830  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1830  DYNAMIC HT  -         254.269 (meters)     834.21  (feet)  COMP
 DG1830  MODELED GRAV-     979,531.3   (mgal)                       NAVD 88
 DG1830
 DG1830  VERT ORDER  -  SECOND    CLASS 0
 DG1830
 DG1830.The horizontal coordinates were scaled from a topographic map and have
 DG1830.an estimated accuracy of +/- 6 seconds.
 DG1830
 DG1830.The orthometric height was determined by differential leveling
 DG1830.and adjusted by the National Geodetic Survey in June 1991..
 DG1830
 DG1830.The geoid height was determined by GEOID03.
 DG1830
 DG1830.The dynamic height is computed by dividing the NAVD 88
 DG1830.geopotential number by the normal gravity value computed on the
 DG1830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1830.degrees latitude (g = 980.6199 gals.).
 DG1830
 DG1830.The modeled gravity was interpolated from observed gravity values.
 DG1830
 DG1830;                    North         East    Units  Estimated Accuracy
 DG1830;SPC AL E     -   341,480.      220,480.      MT  (+/- 180 meters Scaled)
 DG1830
 DG1830                          SUPERSEDED SURVEY CONTROL
 DG1830
 DG1830  NGVD 29 (??/??/92)  254.482  (m)          834.91   (f) ADJ UNCH    2 0
 DG1830
 DG1830.Superseded values are not recommended for survey control.
 DG1830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1830.See file dsdata.txt to determine how the superseded data were derived.
 DG1830
 DG1830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC287163(NAD 83)
 DG1830_MARKER: DB = BENCH MARK DISK
 DG1830_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1830_SP_SET: CULVERT
 DG1830_STAMPING: F 123 1941
 DG1830_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1830
 DG1830  HISTORY     - Date     Condition        Report By
 DG1830  HISTORY     - 1941     MONUMENTED       CGS
 DG1830
 DG1830                          STATION DESCRIPTION
 DG1830
 DG1830'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DG1830'5.4 MI SW FROM HEFLIN.
 DG1830'5.4 MILES SOUTH-WEST ALONG STATE HIGHWAY 9 FROM THE COUNTY
 DG1830'COURT HOUSE AT HEFLIN, SET IN THE NORTH-WEST HEADWALL OF A TWIN
 DG1830'5 X 10 FOOT CONCRETE CULVERT UNDER THE HIGHWAY, ON THE INSIDE
 DG1830'OF A CURVE FROM THE NORTHEAST TO THE WEST, 47.5 FEET SOUTH-WEST
 DG1830'OF THE NORTH-EAST ANCHOR POST OF THE GUARD RAIL ON THE SOUTH-EAST
 DG1830'SIDE OF HIGHWAY, 18 FEET NORTH-WEST OF THE CENTER-LINE OF THE
 DG1830'HIGHWAY.  A STANDARD DISK STAMPED F-123 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0046 ***********************************************************************
 BV0046  DESIGNATION -  F 124
 BV0046  PID         -  BV0046
 BV0046  STATE/COUNTY-  AL/CHOCTAW
 BV0046  USGS QUAD   -  ISNEY (1974)
 BV0046
 BV0046                         *CURRENT SURVEY CONTROL
 BV0046  ___________________________________________________________________
 BV0046* NAD 83(1986)-  31 46 21.     (N)    088 24 25.     (W)     SCALED    
 BV0046* NAVD 88     -       107.173  (meters)     351.62   (feet)  POSTED    
 BV0046  ___________________________________________________________________
 BV0046  GEOID HEIGHT-         -27.22  (meters)                     GEOID03
 BV0046  DYNAMIC HT  -         107.050 (meters)     351.21  (feet)  COMP
 BV0046  MODELED GRAV-     979,443.7   (mgal)                       NAVD 88
 BV0046
 BV0046  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0046
 BV0046.The horizontal coordinates were scaled from a topographic map and have
 BV0046.an estimated accuracy of +/- 6 seconds.
 BV0046
 BV0046.The orthometric height was determined by differential leveling
 BV0046.and adjusted by the National Geodetic Survey in 1992..
 BV0046.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0046.rate of 0.0 thru 1.0 mm/km.
 BV0046
 BV0046.The geoid height was determined by GEOID03.
 BV0046
 BV0046.The dynamic height is computed by dividing the NAVD 88
 BV0046.geopotential number by the normal gravity value computed on the
 BV0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0046.degrees latitude (g = 980.6199 gals.).
 BV0046
 BV0046.The modeled gravity was interpolated from observed gravity values.
 BV0046
 BV0046;                    North         East    Units  Estimated Accuracy
 BV0046;SPC AL W     -   196,860.      514,090.      MT  (+/- 180 meters Scaled)
 BV0046
 BV0046                          SUPERSEDED SURVEY CONTROL
 BV0046
 BV0046  NGVD 29 (??/??/92)  107.174  (m)          351.62   (f) ADJ UNCH    2 0
 BV0046
 BV0046.Superseded values are not recommended for survey control.
 BV0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0046.See file dsdata.txt to determine how the superseded data were derived.
 BV0046
 BV0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA667160(NAD 83)
 BV0046_MARKER: DB = BENCH MARK DISK
 BV0046_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0046_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0046_STAMPING: F 124 1943
 BV0046_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0046+STABILITY: SURFACE MOTION
 BV0046
 BV0046  HISTORY     - Date     Condition        Report By
 BV0046  HISTORY     - 1943     MONUMENTED       CGS
 BV0046  HISTORY     - 1964     GOOD             NGS
 BV0046
 BV0046                          STATION DESCRIPTION
 BV0046
 BV0046'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 BV0046'5.8 MI NW FROM BOLINGER.
 BV0046'4.8 MILES NORTHWEST ALONG PAVED COUNTY ROAD FROM THE POST OFFICE AT
 BV0046'BOLINGER, CHOCTAW COUNTY, TO THE JUNCTION OF A PAVED COUNTY ROAD LEFT
 BV0046'OR SOUTH AND A DIRT ROAD LEFT OR SOUTHWEST, FROM THIS JUNCTION DRIVE
 BV0046'1.0 MILES SOUTHWEST ON A GRADED DIRT ROAD TO THE MARK, AT THE JUNCTION
 BV0046'OF AN OLD LOGGING ROAD LEADING INTO THE WOODS, 34 FEET EAST OF THE
 BV0046'CENTER LINE OF THE MAIN ROAD, 40 FEET NORTH OF THE CENTER LINE OF AN
 BV0046'OLD LOGGING ROAD, 35 FEET WEST OF A 5 INCH CEDAR TREE, 18.6 FEET SOUTH
 BV0046'OF A 12 INCH TRIANGULAR BLAZED BLACK GUM TREE, 15.8 FEET NORTHWEST OF
 BV0046'A WATER OAK TREE, NEAR A 12 INCH PINE TREE, A 4 INCH BLACK GUM TREE,
 BV0046'AND A 1 INCH MAGNOLIA TREE, 81 FEET NORTH NORTHWEST OF A 10 INCH PINE
 BV0046'TREE BEING USED AS A SOUTH GATEPOST FOR A 2-STRAND BARB WIRE FENCE,
 BV0046'APPROXIMATELY 100 YARDS SOUTH OF A WHITE FRAME HOUSE WITH A GREEN
 BV0046'TAR-SHINGLED ROOF, 15 FEET EAST OF A METAL WITNESS POST AND SIGN. A
 BV0046'STANDARD DISK STAMPED F 124 1943 AND SET IN THE TOP OF A CONCRETE POST
 BV0046'PROJECTING 0.6 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1614 ***********************************************************************
 BU1614  DESIGNATION -  F 125
 BU1614  PID         -  BU1614
 BU1614  STATE/COUNTY-  AL/CLARKE
 BU1614  USGS QUAD   -  JACKSON (1986)
 BU1614
 BU1614                         *CURRENT SURVEY CONTROL
 BU1614  ___________________________________________________________________
 BU1614* NAD 83(1986)-  31 34 53.     (N)    087 57 20.     (W)     SCALED    
 BU1614* NAVD 88     -        52.643  (meters)     172.71   (feet)  ADJUSTED  
 BU1614  ___________________________________________________________________
 BU1614  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BU1614  DYNAMIC HT  -          52.578 (meters)     172.50  (feet)  COMP
 BU1614  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 BU1614
 BU1614  VERT ORDER  -  SECOND    CLASS 0
 BU1614
 BU1614.The horizontal coordinates were scaled from a topographic map and have
 BU1614.an estimated accuracy of +/- 6 seconds.
 BU1614
 BU1614.The orthometric height was determined by differential leveling
 BU1614.and adjusted by the National Geodetic Survey in June 1991..
 BU1614
 BU1614.The geoid height was determined by GEOID03.
 BU1614
 BU1614.The dynamic height is computed by dividing the NAVD 88
 BU1614.geopotential number by the normal gravity value computed on the
 BU1614.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1614.degrees latitude (g = 980.6199 gals.).
 BU1614
 BU1614.The modeled gravity was interpolated from observed gravity values.
 BU1614
 BU1614;                    North         East    Units  Estimated Accuracy
 BU1614;SPC AL W     -   175,400.      556,760.      MT  (+/- 180 meters Scaled)
 BU1614
 BU1614                          SUPERSEDED SURVEY CONTROL
 BU1614
 BU1614  NGVD 29 (??/??/92)   52.630  (m)          172.67   (f) ADJ UNCH    2 0
 BU1614
 BU1614.Superseded values are not recommended for survey control.
 BU1614.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1614.See file dsdata.txt to determine how the superseded data were derived.
 BU1614
 BU1614_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV093944(NAD 83)
 BU1614_MARKER: DB = BENCH MARK DISK
 BU1614_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1614_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1614_STAMPING: F 125 1943
 BU1614_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1614+STABILITY: SURFACE MOTION
 BU1614
 BU1614  HISTORY     - Date     Condition        Report By
 BU1614  HISTORY     - 1943     MONUMENTED       CGS
 BU1614  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1614
 BU1614                          STATION DESCRIPTION
 BU1614
 BU1614'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU1614'6.6 MI NW FROM JACKSON.
 BU1614'0.8 MILE NORTH ALONG U. S. HIGHWY 43 FROM THE POST OFFICE AT JACKSON,
 BU1614'CLARKE COUNTY, 5.8 MILES NORTHWEST ALONG A GRADED COUNTY ROAD.  IN THE
 BU1614'POINT OF A Y-ROAD INTERSECTION, ON THE SOUTHEAST SLOPE OF A HILL, 27.6
 BU1614'FEET SOUTHWEST OF THE CENTERLINE OF THE COUNTY ROAD, 14 FEET EAST OF
 BU1614'THE CENTERLINE OF THE SIDE ROAD LEADING SOUTH, 1.7 FEET NORTHEAST OF A
 BU1614'WHITE WOODEN WITNESS POST, AND ABOUT 3 FEET ABOVE THE LEVEL OF THE
 BU1614'COUNTY ROAD.  A STANDARD DISK, STAMPED F 125 1943 AND SET IN THE TOP
 BU1614'OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE GROUND.
 BU1614
 BU1614                          STATION RECOVERY (1973)
 BU1614
 BU1614'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1614'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0182 ***********************************************************************
 BU0182  DESIGNATION -  F 126
 BU0182  PID         -  BU0182
 BU0182  STATE/COUNTY-  AL/CRENSHAW
 BU0182  USGS QUAD   -  FULLERS CROSSROADS (1971)
 BU0182
 BU0182                         *CURRENT SURVEY CONTROL
 BU0182  ___________________________________________________________________
 BU0182* NAD 83(1986)-  31 45 15.     (N)    086 17 22.     (W)     SCALED    
 BU0182* NAVD 88     -       119.527  (meters)     392.15   (feet)  ADJUSTED  
 BU0182  ___________________________________________________________________
 BU0182  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 BU0182  DYNAMIC HT  -         119.386 (meters)     391.69  (feet)  COMP
 BU0182  MODELED GRAV-     979,457.1   (mgal)                       NAVD 88
 BU0182
 BU0182  VERT ORDER  -  SECOND    CLASS 0
 BU0182
 BU0182.The horizontal coordinates were scaled from a topographic map and have
 BU0182.an estimated accuracy of +/- 6 seconds.
 BU0182
 BU0182.The orthometric height was determined by differential leveling
 BU0182.and adjusted by the National Geodetic Survey in June 1991..
 BU0182
 BU0182.The geoid height was determined by GEOID03.
 BU0182
 BU0182.The dynamic height is computed by dividing the NAVD 88
 BU0182.geopotential number by the normal gravity value computed on the
 BU0182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0182.degrees latitude (g = 980.6199 gals.).
 BU0182
 BU0182.The modeled gravity was interpolated from observed gravity values.
 BU0182
 BU0182;                    North         East    Units  Estimated Accuracy
 BU0182;SPC AL E     -   139,140.      156,790.      MT  (+/- 180 meters Scaled)
 BU0182
 BU0182                          SUPERSEDED SURVEY CONTROL
 BU0182
 BU0182  NGVD 29 (??/??/92)  119.516  (m)          392.11   (f) ADJ UNCH    2 0
 BU0182
 BU0182.Superseded values are not recommended for survey control.
 BU0182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0182.See file dsdata.txt to determine how the superseded data were derived.
 BU0182
 BU0182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA672134(NAD 83)
 BU0182_MARKER: DB = BENCH MARK DISK
 BU0182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0182_STAMPING: F 126 1943
 BU0182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0182+STABILITY: SURFACE MOTION
 BU0182
 BU0182  HISTORY     - Date     Condition        Report By
 BU0182  HISTORY     - 1943     MONUMENTED       CGS
 BU0182  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0182
 BU0182                          STATION DESCRIPTION
 BU0182
 BU0182'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0182'3.2 MI N FROM LUVERNE.
 BU0182'3.2 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 BU0182'LUVERNE, CRENSHAW COUNTY, AT THE JUNCTION OF A PRIVATE ROAD LEADING
 BU0182'EAST TO A FARMHOUSE, 53.8 FEET EAST OF THE CENTER LINE OF THE HIGHWAY,
 BU0182'15 FEET SOUTH OF THE CENTER LINE OF THE ROAD, AT THE NORTHWEST CORNER
 BU0182'OF A CULTIVATED FIELD, 20 FEET EAST OF THE CENTER LINE OF A TWIN-PIPE
 BU0182'CULVERT UNDER THE PRIVATE ROAD, 2 FEET NORTH OF A FENCE, AND 1.3 FEET
 BU0182'WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 126
 BU0182'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 BU0182'GROUND.
 BU0182
 BU0182                          STATION RECOVERY (1969)
 BU0182
 BU0182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0182'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0555 ***********************************************************************
 BU0555  DESIGNATION -  F 127
 BU0555  PID         -  BU0555
 BU0555  STATE/COUNTY-  AL/BUTLER
 BU0555  USGS QUAD   -  INDUSTRY (1971)
 BU0555
 BU0555                         *CURRENT SURVEY CONTROL
 BU0555  ___________________________________________________________________
 BU0555* NAD 83(1986)-  31 36 56.     (N)    086 37 28.     (W)     SCALED    
 BU0555* NAVD 88     -        96.953  (meters)     318.09   (feet)  ADJUSTED  
 BU0555  ___________________________________________________________________
 BU0555  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BU0555  DYNAMIC HT  -          96.837 (meters)     317.71  (feet)  COMP
 BU0555  MODELED GRAV-     979,441.3   (mgal)                       NAVD 88
 BU0555
 BU0555  VERT ORDER  -  SECOND    CLASS 0
 BU0555
 BU0555.The horizontal coordinates were scaled from a topographic map and have
 BU0555.an estimated accuracy of +/- 6 seconds.
 BU0555
 BU0555.The orthometric height was determined by differential leveling
 BU0555.and adjusted by the National Geodetic Survey in June 1991..
 BU0555
 BU0555.The geoid height was determined by GEOID03.
 BU0555
 BU0555.The dynamic height is computed by dividing the NAVD 88
 BU0555.geopotential number by the normal gravity value computed on the
 BU0555.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0555.degrees latitude (g = 980.6199 gals.).
 BU0555
 BU0555.The modeled gravity was interpolated from observed gravity values.
 BU0555
 BU0555;                    North         East    Units  Estimated Accuracy
 BU0555;SPC AL W     -   179,430.      683,070.      MT  (+/- 180 meters Scaled)
 BU0555
 BU0555                          SUPERSEDED SURVEY CONTROL
 BU0555
 BU0555  NGVD 29 (??/??/92)   96.955  (m)          318.09   (f) ADJ UNCH    2 0
 BU0555
 BU0555.Superseded values are not recommended for survey control.
 BU0555.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0555.See file dsdata.txt to determine how the superseded data were derived.
 BU0555
 BU0555_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV356978(NAD 83)
 BU0555_MARKER: DB = BENCH MARK DISK
 BU0555_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0555_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0555_STAMPING: F-127 1943
 BU0555_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0555+STABILITY: SURFACE MOTION
 BU0555
 BU0555  HISTORY     - Date     Condition        Report By
 BU0555  HISTORY     - 1943     MONUMENTED       CGS
 BU0555
 BU0555                          STATION DESCRIPTION
 BU0555
 BU0555'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0555'1.1 MI W FROM INDUSTRY.
 BU0555'1.1 MILES WEST ALONG THE COUNTY ROAD FROM THE SCHOOL AT INDUSTRY, SET
 BU0555'IN THE SOUTH QUARTER OF THE PUBLIC ROAD CROSSING, IN THE NORTH CORNER
 BU0555'OF THE FARM HOUSE YARD, 42.7 FEET NORTH OF THE NORTH CORNER OF THE
 BU0555'HOUSE, 31 FEET SOUTHWEST OF THE CENTER-LINE OF THE
 BU0555'NORTHWEST-AND-SOUTHEAST ROAD, 21.4 FEET SOUTHEAST OF THE
 BU0555'NORTHEAST-AND-SOUTHWEST ROAD.  BENCH MARK DISK SET IN THE TOP OF A
 BU0555'CONCRETE POST PROJECTING ABOUT 0.2 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0458 ***********************************************************************
 BU0458  DESIGNATION -  F 128
 BU0458  PID         -  BU0458
 BU0458  STATE/COUNTY-  AL/CONECUH
 BU0458  USGS QUAD   -  BROOKLYN (1982)
 BU0458
 BU0458                         *CURRENT SURVEY CONTROL
 BU0458  ___________________________________________________________________
 BU0458* NAD 83(1986)-  31 22 02.     (N)    086 45 48.     (W)     SCALED    
 BU0458* NAVD 88     -        89.139  (meters)     292.45   (feet)  ADJUSTED  
 BU0458  ___________________________________________________________________
 BU0458  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 BU0458  DYNAMIC HT  -          89.029 (meters)     292.09  (feet)  COMP
 BU0458  MODELED GRAV-     979,409.6   (mgal)                       NAVD 88
 BU0458
 BU0458  VERT ORDER  -  SECOND    CLASS 0
 BU0458
 BU0458.The horizontal coordinates were scaled from a topographic map and have
 BU0458.an estimated accuracy of +/- 6 seconds.
 BU0458
 BU0458.The orthometric height was determined by differential leveling
 BU0458.and adjusted by the National Geodetic Survey in June 1991..
 BU0458
 BU0458.The geoid height was determined by GEOID03.
 BU0458
 BU0458.The dynamic height is computed by dividing the NAVD 88
 BU0458.geopotential number by the normal gravity value computed on the
 BU0458.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0458.degrees latitude (g = 980.6199 gals.).
 BU0458
 BU0458.The modeled gravity was interpolated from observed gravity values.
 BU0458
 BU0458;                    North         East    Units  Estimated Accuracy
 BU0458;SPC AL W     -   151,800.      670,080.      MT  (+/- 180 meters Scaled)
 BU0458
 BU0458                          SUPERSEDED SURVEY CONTROL
 BU0458
 BU0458  NGVD 29 (??/??/92)   89.158  (m)          292.51   (f) ADJ UNCH    2 0
 BU0458
 BU0458.Superseded values are not recommended for survey control.
 BU0458.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0458.See file dsdata.txt to determine how the superseded data were derived.
 BU0458
 BU0458_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV225703(NAD 83)
 BU0458_MARKER: DB = BENCH MARK DISK
 BU0458_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0458_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0458_STAMPING: F-128 1943
 BU0458_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0458+STABILITY: SURFACE MOTION
 BU0458
 BU0458  HISTORY     - Date     Condition        Report By
 BU0458  HISTORY     - 1943     MONUMENTED       CGS
 BU0458  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0458
 BU0458                          STATION DESCRIPTION
 BU0458
 BU0458'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0458'1.6 MI SW FROM MT UNION.
 BU0458'1.6 MILES SOUTHWEST ALONG THE COUNTY ROAD FROM THE SCHOOL AT MT.
 BU0458'UNION, SET AT A T ROAD, ABOUT 225 FEET NORTHEAST OF A WHITE FARM
 BU0458'HOUSE, 31.6 FEET WEST OF THE CENTER-LINE OF THE ROAD LEADING NORTH, 28
 BU0458'FEET NORTH OF THE CENTER-LINE OF THE ROAD LEADING EAST-AND-WEST, 2
 BU0458'FEET SOUTHEAST OF THE FENCE, 2 FEET SOUTHWEST OF THE REFERENCE POST.
 BU0458'BENCH MARK DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3
 BU0458'FOOT ABOVE THE GROUND.
 BU0458
 BU0458                          STATION RECOVERY (1976)
 BU0458
 BU0458'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0458'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2198 ***********************************************************************
 CN2198  DESIGNATION -  F 130
 CN2198  PID         -  CN2198
 CN2198  STATE/COUNTY-  AL/DALLAS
 CN2198  USGS QUAD   -  ELM BLUFF (1987)
 CN2198
 CN2198                         *CURRENT SURVEY CONTROL
 CN2198  ___________________________________________________________________
 CN2198* NAD 83(1986)-  32 10 16.     (N)    087 03 24.     (W)     SCALED    
 CN2198* NAVD 88     -        89.595  (meters)     293.95   (feet)  ADJUSTED  
 CN2198  ___________________________________________________________________
 CN2198  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CN2198  DYNAMIC HT  -          89.494 (meters)     293.61  (feet)  COMP
 CN2198  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 CN2198
 CN2198  VERT ORDER  -  SECOND    CLASS 0
 CN2198
 CN2198.The horizontal coordinates were scaled from a topographic map and have
 CN2198.an estimated accuracy of +/- 6 seconds.
 CN2198
 CN2198.The orthometric height was determined by differential leveling
 CN2198.and adjusted by the National Geodetic Survey in June 1991..
 CN2198
 CN2198.The geoid height was determined by GEOID03.
 CN2198
 CN2198.The dynamic height is computed by dividing the NAVD 88
 CN2198.geopotential number by the normal gravity value computed on the
 CN2198.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2198.degrees latitude (g = 980.6199 gals.).
 CN2198
 CN2198.The modeled gravity was interpolated from observed gravity values.
 CN2198
 CN2198;                    North         East    Units  Estimated Accuracy
 CN2198;SPC AL W     -   240,780.      641,810.      MT  (+/- 180 meters Scaled)
 CN2198
 CN2198                          SUPERSEDED SURVEY CONTROL
 CN2198
 CN2198  NGVD 29 (??/??/92)   89.56   (m)          293.8    (f) COMPUTED    2 0
 CN2198
 CN2198.Superseded values are not recommended for survey control.
 CN2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2198.See file dsdata.txt to determine how the superseded data were derived.
 CN2198
 CN2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA946594(NAD 83)
 CN2198_MARKER: DB = BENCH MARK DISK
 CN2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2198_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2198_STAMPING: F 130 1943
 CN2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2198+STABILITY: SURFACE MOTION
 CN2198
 CN2198  HISTORY     - Date     Condition        Report By
 CN2198  HISTORY     - 1943     MONUMENTED       CGS
 CN2198
 CN2198                          STATION DESCRIPTION
 CN2198
 CN2198'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2198'9.7 MI SW FROM BERLIN.
 CN2198'9.7 MILES SOUTHWEST ALONG STATE HIGHWAY NO. 43 FROM THE POST OFFICE AT
 CN2198'BERLIN, AT THE DRIVE-WAY TO AN UNPAINTED FRAME HOUSE, 117.0 FEET WEST
 CN2198'OF THE NORTHWEST CORNER OF THE HOUSE, 138.6 FEET AND ACROSS THE
 CN2198'HIGHWAY FROM A 14 INCH PINE TREE, 58.0 FEET SOUTHEAST OF CENTER-LINE
 CN2198'OF HIGHWAY, 50.0 FEET NORTHEAST OF CENTER-LINE OF DRIVE-WAY, 1.8 FEET
 CN2198'SOUTHEAST OF REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST
 CN2198'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2075 ***********************************************************************
 CN2075  DESIGNATION -  F 131
 CN2075  PID         -  CN2075
 CN2075  STATE/COUNTY-  AL/DALLAS
 CN2075  USGS QUAD   -  TASSO (1987)
 CN2075
 CN2075                         *CURRENT SURVEY CONTROL
 CN2075  ___________________________________________________________________
 CN2075* NAD 83(1986)-  32 09 53.     (N)    087 10 38.     (W)     SCALED    
 CN2075* NAVD 88     -        27.803  (meters)      91.22   (feet)  ADJUSTED  
 CN2075  ___________________________________________________________________
 CN2075  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CN2075  DYNAMIC HT  -          27.771 (meters)      91.11  (feet)  COMP
 CN2075  MODELED GRAV-     979,514.7   (mgal)                       NAVD 88
 CN2075
 CN2075  VERT ORDER  -  SECOND    CLASS 0
 CN2075
 CN2075.The horizontal coordinates were scaled from a topographic map and have
 CN2075.an estimated accuracy of +/- 6 seconds.
 CN2075
 CN2075.The orthometric height was determined by differential leveling
 CN2075.and adjusted by the National Geodetic Survey in June 1991..
 CN2075
 CN2075.The geoid height was determined by GEOID03.
 CN2075
 CN2075.The dynamic height is computed by dividing the NAVD 88
 CN2075.geopotential number by the normal gravity value computed on the
 CN2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2075.degrees latitude (g = 980.6199 gals.).
 CN2075
 CN2075.The modeled gravity was interpolated from observed gravity values.
 CN2075
 CN2075;                    North         East    Units  Estimated Accuracy
 CN2075;SPC AL W     -   240,030.      630,440.      MT  (+/- 180 meters Scaled)
 CN2075
 CN2075                          SUPERSEDED SURVEY CONTROL
 CN2075
 CN2075  NGVD 29 (??/??/92)   27.763  (m)           91.09   (f) ADJ UNCH    2 0
 CN2075
 CN2075.Superseded values are not recommended for survey control.
 CN2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2075.See file dsdata.txt to determine how the superseded data were derived.
 CN2075
 CN2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA832587(NAD 83)
 CN2075_MARKER: DB = BENCH MARK DISK
 CN2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2075_STAMPING: F 131 1943
 CN2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2075+STABILITY: SURFACE MOTION
 CN2075
 CN2075  HISTORY     - Date     Condition        Report By
 CN2075  HISTORY     - 1943     MONUMENTED       CGS
 CN2075  HISTORY     - 1956     MARK NOT FOUND   USGS
 CN2075
 CN2075                          STATION DESCRIPTION
 CN2075
 CN2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2075'19.5 MI NE FROM CAMDEN.
 CN2075'12.9 MILES NORTHEAST ALONG STATE HIGHWAY NO. 43.  THENCE, 5.6 MILES
 CN2075'NORTHWEST ALONG A GRADED COUNTY ROAD.  THENCE, 1.0 MILE NORTHWEST
 CN2075'ALONG THE RIVER BANK FROM THE COURT HOUSE AT CAMDEN, AT PINEBELT
 CN2075'LANDING, 68.0 FEET SOUTHWEST OF THE RIVER BANK, 66.5 FEET SOUTHWEST OF
 CN2075'A HACKBERRY TREE WITH A TRIANGULAR BLAZE, 26.8 FEET SOUTH OF A BLACK
 CN2075'WALNUT TREE WITH A TRIANGULAR BLAZE, A DISK SET IN TOP OF A CONCRETE
 CN2075'POST PROJECTING ABOUT 0.4 FEET ABOVE THE GROUND.
 CN2075
 CN2075                          STATION RECOVERY (1956)
 CN2075
 CN2075'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CN2075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2069 ***********************************************************************
 CN2069  DESIGNATION -  F 132
 CN2069  PID         -  CN2069
 CN2069  STATE/COUNTY-  AL/DALLAS
 CN2069  USGS QUAD   -  TASSO (1987)
 CN2069
 CN2069                         *CURRENT SURVEY CONTROL
 CN2069  ___________________________________________________________________
 CN2069* NAD 83(1986)-  32 14 19.     (N)    087 14 08.     (W)     SCALED    
 CN2069* NAVD 88     -        63.627  (meters)     208.75   (feet)  ADJUSTED  
 CN2069  ___________________________________________________________________
 CN2069  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CN2069  DYNAMIC HT  -          63.555 (meters)     208.51  (feet)  COMP
 CN2069  MODELED GRAV-     979,506.3   (mgal)                       NAVD 88
 CN2069
 CN2069  VERT ORDER  -  SECOND    CLASS 0
 CN2069
 CN2069.The horizontal coordinates were scaled from a topographic map and have
 CN2069.an estimated accuracy of +/- 6 seconds.
 CN2069
 CN2069.The orthometric height was determined by differential leveling
 CN2069.and adjusted by the National Geodetic Survey in June 1991..
 CN2069
 CN2069.The geoid height was determined by GEOID03.
 CN2069
 CN2069.The dynamic height is computed by dividing the NAVD 88
 CN2069.geopotential number by the normal gravity value computed on the
 CN2069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2069.degrees latitude (g = 980.6199 gals.).
 CN2069
 CN2069.The modeled gravity was interpolated from observed gravity values.
 CN2069
 CN2069;                    North         East    Units  Estimated Accuracy
 CN2069;SPC AL W     -   248,210.      624,920.      MT  (+/- 180 meters Scaled)
 CN2069
 CN2069                          SUPERSEDED SURVEY CONTROL
 CN2069
 CN2069  NGVD 29 (??/??/92)   63.583  (m)          208.61   (f) ADJ UNCH    2 0
 CN2069
 CN2069.Superseded values are not recommended for survey control.
 CN2069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2069.See file dsdata.txt to determine how the superseded data were derived.
 CN2069
 CN2069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA778669(NAD 83)
 CN2069_MARKER: DB = BENCH MARK DISK
 CN2069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2069_STAMPING: F 132 1943
 CN2069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2069+STABILITY: SURFACE MOTION
 CN2069
 CN2069  HISTORY     - Date     Condition        Report By
 CN2069  HISTORY     - 1943     MONUMENTED       CGS
 CN2069  HISTORY     - 1950     GOOD             NGS
 CN2069
 CN2069                          STATION DESCRIPTION
 CN2069
 CN2069'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2069'4.8 MI SE FROM ORRVILLE.
 CN2069'ABOUT 4.8 MILES SOUTHEAST ALONG A COUNTRY ROAD LEADING TO PINE BELT
 CN2069'FROM THE POST OFFICE IN ORRVILLE, 0.8 MILE SOUTHEAST OF THE ROAD
 CN2069'INTERSECTION AT FIVE POINTS, IN THE NORTHEAST CORNER OF THE GROUNDS AT
 CN2069'ANTIOCH CHURCH, 93 FEET NORTH OF THE NORTH CORNER OF THE CHURCH, 123
 CN2069'FEET NORTHEAST OF THE NORTHWEST CORNER OF THE CHURCH, 38 FEET WEST OF
 CN2069'THE CENTER LINE OF THE ROAD, 20 FEET WEST OF AN 18-INCH PINE TREE, 10
 CN2069'FEET SOUTH OF AN 18-INCH OAK TREE, 30 FEET NORTHEAST OF A POWER POLE,
 CN2069'6 FEET WEST OF A TELEPHONE POLE, ABOUT LEVEL WITH THE ROAD AND IN THE
 CN2069'TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1241 ***********************************************************************
 BU1241  DESIGNATION -  F 133
 BU1241  PID         -  BU1241
 BU1241  STATE/COUNTY-  AL/MONROE
 BU1241  USGS QUAD   -  HYBART (1973)
 BU1241
 BU1241                         *CURRENT SURVEY CONTROL
 BU1241  ___________________________________________________________________
 BU1241* NAD 83(1986)-  31 47 46.     (N)    087 27 28.     (W)     SCALED    
 BU1241* NAVD 88     -        23.392  (meters)      76.75   (feet)  ADJUSTED  
 BU1241  ___________________________________________________________________
 BU1241  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BU1241  DYNAMIC HT  -          23.364 (meters)      76.65  (feet)  COMP
 BU1241  MODELED GRAV-     979,440.4   (mgal)                       NAVD 88
 BU1241
 BU1241  VERT ORDER  -  SECOND    CLASS 0
 BU1241
 BU1241.The horizontal coordinates were scaled from a topographic map and have
 BU1241.an estimated accuracy of +/- 6 seconds.
 BU1241
 BU1241.The orthometric height was determined by differential leveling
 BU1241.and adjusted by the National Geodetic Survey in June 1991..
 BU1241
 BU1241.The geoid height was determined by GEOID03.
 BU1241
 BU1241.The dynamic height is computed by dividing the NAVD 88
 BU1241.geopotential number by the normal gravity value computed on the
 BU1241.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1241.degrees latitude (g = 980.6199 gals.).
 BU1241
 BU1241.The modeled gravity was interpolated from observed gravity values.
 BU1241
 BU1241;                    North         East    Units  Estimated Accuracy
 BU1241;SPC AL W     -   199,120.      604,000.      MT  (+/- 180 meters Scaled)
 BU1241
 BU1241                          SUPERSEDED SURVEY CONTROL
 BU1241
 BU1241  NGVD 29 (??/??/92)   23.361  (m)           76.64   (f) ADJ UNCH    2 0
 BU1241
 BU1241.Superseded values are not recommended for survey control.
 BU1241.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1241.See file dsdata.txt to determine how the superseded data were derived.
 BU1241
 BU1241_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA566179(NAD 83)
 BU1241_MARKER: DB = BENCH MARK DISK
 BU1241_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1241_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1241_STAMPING: F 133 1943
 BU1241_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1241+STABILITY: SURFACE MOTION
 BU1241
 BU1241  HISTORY     - Date     Condition        Report By
 BU1241  HISTORY     - 1943     MONUMENTED       CGS
 BU1241
 BU1241                          STATION DESCRIPTION
 BU1241
 BU1241'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU1241'6.7 MI SE FROM LOWER PEACH TREE.
 BU1241'1.2 MILES SOUTHEAST ALONG A GRAVEL COUNTY ROAD.  THENCE, 5.5 MILES
 BU1241'SOUTHEAST ALONG THE BELLES LANDING GRADED ROAD FROM THE POST OFFICE AT
 BU1241'LOWER PEACH TREE, 0.2 MILES WEST OF KINGS HOME, AT THE END OF THE
 BU1241'GRADED ROAD, 34.0 FEET NORTHEAST OF CENTER-LINE OF ROAD, 12.0 FEET
 BU1241'SOUTH OF AN 8 INCH PINE TREE WITH A TRIANGULAR BLAZE, 9.3 FEET WEST OF
 BU1241'A 10 INCH PINE TREE WITH A TRIANGULAR BLAZE, 1.1 FEET NORTHEAST OF
 BU1241'REFERENCE POST, A DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT
 BU1241'0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0921 ***********************************************************************
 BU0921  DESIGNATION -  F 134
 BU0921  PID         -  BU0921
 BU0921  STATE/COUNTY-  AL/MONROE
 BU0921  USGS QUAD   -  NATCHEZ (1972)
 BU0921
 BU0921                         *CURRENT SURVEY CONTROL
 BU0921  ___________________________________________________________________
 BU0921* NAD 83(1986)-  31 43 35.     (N)    087 20 04.     (W)     SCALED    
 BU0921* NAVD 88     -       125.465  (meters)     411.63   (feet)  ADJUSTED  
 BU0921  ___________________________________________________________________
 BU0921  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU0921  DYNAMIC HT  -         125.313 (meters)     411.13  (feet)  COMP
 BU0921  MODELED GRAV-     979,430.3   (mgal)                       NAVD 88
 BU0921
 BU0921  VERT ORDER  -  SECOND    CLASS 0
 BU0921
 BU0921.The horizontal coordinates were scaled from a topographic map and have
 BU0921.an estimated accuracy of +/- 6 seconds.
 BU0921
 BU0921.The orthometric height was determined by differential leveling
 BU0921.and adjusted by the National Geodetic Survey in June 1991..
 BU0921
 BU0921.The geoid height was determined by GEOID03.
 BU0921
 BU0921.The dynamic height is computed by dividing the NAVD 88
 BU0921.geopotential number by the normal gravity value computed on the
 BU0921.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0921.degrees latitude (g = 980.6199 gals.).
 BU0921
 BU0921.The modeled gravity was interpolated from observed gravity values.
 BU0921
 BU0921;                    North         East    Units  Estimated Accuracy
 BU0921;SPC AL W     -   191,400.      615,690.      MT  (+/- 180 meters Scaled)
 BU0921
 BU0921                          SUPERSEDED SURVEY CONTROL
 BU0921
 BU0921  NGVD 29 (??/??/92)  125.439  (m)          411.54   (f) ADJ UNCH    2 0
 BU0921
 BU0921.Superseded values are not recommended for survey control.
 BU0921.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0921.See file dsdata.txt to determine how the superseded data were derived.
 BU0921
 BU0921_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA683101(NAD 83)
 BU0921_MARKER: DB = BENCH MARK DISK
 BU0921_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0921_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0921_STAMPING: F 134 1943
 BU0921_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0921+STABILITY: SURFACE MOTION
 BU0921
 BU0921  HISTORY     - Date     Condition        Report By
 BU0921  HISTORY     - 1943     MONUMENTED       CGS
 BU0921  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU0921
 BU0921                          STATION DESCRIPTION
 BU0921
 BU0921'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0921'7.0 MI NE FROM FRANKLIN.
 BU0921'0.8 MILE NORTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 BU0921'FRANKLIN, MONROE COUNTY, THENCE 6.2 MILES EAST ALONG THE
 BU0921'FRANKLIN-BEATRICE GRADED ROAD.  1.1 MILES EAST OF THE RED HILL CHURCH
 BU0921'AND CEMETERY, ON THE TOP OF A HILL, 58.8 FEET NORTHEAST OF A POLE, 37
 BU0921'FEET NORTH OF THE CENTER LINE OF THE ROAD, 36 FEET NORTHWEST OF A
 BU0921'TRIANGULAR-BLAZED LARGE OAK, AND 1.2 FEET NORTH OF A WHITE WOODEN
 BU0921'WITNESS POST.  A STANDARD DISK, STAMPED F 134 1943 AND SET IN THE TOP
 BU0921'OF A CONCRETE POST PROJECTING 0.5 FOOT ABOVE GROUND.
 BU0921
 BU0921                          STATION RECOVERY (1972)
 BU0921
 BU0921'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU0921'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1658 ***********************************************************************
 CN1658  DESIGNATION -  F 137
 CN1658  PID         -  CN1658
 CN1658  STATE/COUNTY-  AL/PERRY
 CN1658  USGS QUAD   -  SUMMERFIELD (1987)
 CN1658
 CN1658                         *CURRENT SURVEY CONTROL
 CN1658  ___________________________________________________________________
 CN1658* NAD 83(1986)-  32 36 43.     (N)    087 05 12.     (W)     SCALED    
 CN1658* NAVD 88     -        61.441  (meters)     201.58   (feet)  ADJUSTED  
 CN1658  ___________________________________________________________________
 CN1658  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CN1658  DYNAMIC HT  -          61.370 (meters)     201.34  (feet)  COMP
 CN1658  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CN1658
 CN1658  VERT ORDER  -  SECOND    CLASS 0
 CN1658
 CN1658.The horizontal coordinates were scaled from a topographic map and have
 CN1658.an estimated accuracy of +/- 6 seconds.
 CN1658
 CN1658.The orthometric height was determined by differential leveling
 CN1658.and adjusted by the National Geodetic Survey in June 1991..
 CN1658
 CN1658.The geoid height was determined by GEOID03.
 CN1658
 CN1658.The dynamic height is computed by dividing the NAVD 88
 CN1658.geopotential number by the normal gravity value computed on the
 CN1658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1658.degrees latitude (g = 980.6199 gals.).
 CN1658
 CN1658.The modeled gravity was interpolated from observed gravity values.
 CN1658
 CN1658;                    North         East    Units  Estimated Accuracy
 CN1658;SPC AL W     -   289,660.      638,790.      MT  (+/- 180 meters Scaled)
 CN1658
 CN1658                          SUPERSEDED SURVEY CONTROL
 CN1658
 CN1658  NGVD 29 (??/??/92)   61.407  (m)          201.47   (f) ADJ UNCH    2 0
 CN1658
 CN1658.Superseded values are not recommended for survey control.
 CN1658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1658.See file dsdata.txt to determine how the superseded data were derived.
 CN1658
 CN1658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB918082(NAD 83)
 CN1658_MARKER: DB = BENCH MARK DISK
 CN1658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1658_STAMPING: F 137 1943
 CN1658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1658+STABILITY: SURFACE MOTION
 CN1658
 CN1658  HISTORY     - Date     Condition        Report By
 CN1658  HISTORY     - 1943     MONUMENTED       CGS
 CN1658  HISTORY     - 1957     MARK NOT FOUND   USGS
 CN1658  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1658
 CN1658                          STATION DESCRIPTION
 CN1658
 CN1658'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN1658'2.3 MI E FROM PERRYVILLE.
 CN1658'2.3 MILES EAST OF THE POSTOFFICE AT PERRYVILLE, ALONG GRADED COUNTY
 CN1658'ROAD, SET AT A PLACE WHERE THE GAS PIPE-LINE CROSSES THE ROAD, 16.4
 CN1658'FEET NORTH OF CENTER-LINE OF THE GRADED COUNTY ROAD, 22.9 FEET
 CN1658'NORTHWEST OF GAS PIPE-LINE CROSSING, 12 FEET SOUTHWEST OF A TELEPHONE
 CN1658'POLE, 1 FOOT NORTH OF A FENCE LINE, 1 FOOT WEST OF REFERENCE POST,
 CN1658'BENCH MARK DISK SET IN TOP OF CONCRETE POST.
 CN1658
 CN1658                          STATION RECOVERY (1957)
 CN1658
 CN1658'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1957
 CN1658'MARK NOT FOUND.
 CN1658
 CN1658                          STATION RECOVERY (1984)
 CN1658
 CN1658'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1658'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1152 ***********************************************************************
 CN1152  DESIGNATION -  F 138
 CN1152  PID         -  CN1152
 CN1152  STATE/COUNTY-  AL/BIBB
 CN1152  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1152
 CN1152                         *CURRENT SURVEY CONTROL
 CN1152  ___________________________________________________________________
 CN1152* NAD 83(1986)-  32 51 35.     (N)    086 53 28.     (W)     SCALED    
 CN1152* NAVD 88     -       130.408  (meters)     427.85   (feet)  ADJUSTED  
 CN1152  ___________________________________________________________________
 CN1152  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN1152  DYNAMIC HT  -         130.258 (meters)     427.35  (feet)  COMP
 CN1152  MODELED GRAV-     979,490.2   (mgal)                       NAVD 88
 CN1152
 CN1152  VERT ORDER  -  FIRST     CLASS II
 CN1152
 CN1152.The horizontal coordinates were scaled from a topographic map and have
 CN1152.an estimated accuracy of +/- 6 seconds.
 CN1152
 CN1152.The orthometric height was determined by differential leveling
 CN1152.and adjusted by the National Geodetic Survey in June 1991..
 CN1152
 CN1152.The geoid height was determined by GEOID03.
 CN1152
 CN1152.The dynamic height is computed by dividing the NAVD 88
 CN1152.geopotential number by the normal gravity value computed on the
 CN1152.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1152.degrees latitude (g = 980.6199 gals.).
 CN1152
 CN1152.The modeled gravity was interpolated from observed gravity values.
 CN1152
 CN1152;                    North         East    Units  Estimated Accuracy
 CN1152;SPC AL W     -   317,220.      656,990.      MT  (+/- 180 meters Scaled)
 CN1152
 CN1152                          SUPERSEDED SURVEY CONTROL
 CN1152
 CN1152  NGVD 29 (??/??/92)  130.36   (m)          427.7    (f) COMPUTED    1 2
 CN1152
 CN1152.Superseded values are not recommended for survey control.
 CN1152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1152.See file dsdata.txt to determine how the superseded data were derived.
 CN1152
 CN1152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB101357(NAD 83)
 CN1152_MARKER: DB = BENCH MARK DISK
 CN1152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1152_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1152_STAMPING: F 138 1943
 CN1152_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1152+STABILITY: SURFACE MOTION
 CN1152
 CN1152  HISTORY     - Date     Condition        Report By
 CN1152  HISTORY     - 1943     MONUMENTED       CGS
 CN1152  HISTORY     - 1949     GOOD             NGS
 CN1152  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1152  HISTORY     - 1981     MARK NOT FOUND   NGS
 CN1152
 CN1152                          STATION DESCRIPTION
 CN1152
 CN1152'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1152'3.0 MI S FROM RANDOLPH.
 CN1152'ABOUT 3.0 MILES SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1152'RANDOLPH, ABOUT 5.1 MILES NORTH OF THE STATION AT MAPLESVILLE, ABOUT
 CN1152'0.1 MILE NORTH OF MILE POST 156, AT FLAG STATION - COX, 45 YARDS NORTH
 CN1152'OF A LARGE CONCRETE PIPE CULVERT UNDER TRACK, 47.5 FEET WEST OF THE
 CN1152'WEST RAIL, 60.5 FEET WEST AND ACROSS THE TRACK FROM THE STATION SIGN,
 CN1152'28 FEET SOUTHEAST OF A 36-INCH OAK TREE, 5.5 FEET NORTH OF THE
 CN1152'NORTHEAST CORNER OF A FENCE AROUND YARD AT A FARM HOUSE, 1 FOOT EAST
 CN1152'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE
 CN1152'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CN1152
 CN1152                          STATION RECOVERY (1971)
 CN1152
 CN1152'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1152'MARK NOT FOUND.
 CN1152
 CN1152                          STATION RECOVERY (1981)
 CN1152
 CN1152'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 CN1152'SEARCHED FOR AND NOT RECOVERED, A LARGE PILE OF ASPHALT FROM HIGHWAY
 CN1152'CONSTRUCTION HAS BEEN DUMPED AT THE LOCATION OF THE MARK, BELIEVED
 CN1152'TO BE COVERED OVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0971 ***********************************************************************
 CO0971  DESIGNATION -  F 139
 CO0971  PID         -  CO0971
 CO0971  STATE/COUNTY-  AL/GREENE
 CO0971  USGS QUAD   -  EPES EAST (1986)
 CO0971
 CO0971                         *CURRENT SURVEY CONTROL
 CO0971  ___________________________________________________________________
 CO0971* NAD 83(1986)-  32 44 22.     (N)    088 00 04.     (W)     SCALED    
 CO0971* NAVD 88     -        43.551  (meters)     142.88   (feet)  ADJUSTED  
 CO0971  ___________________________________________________________________
 CO0971  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CO0971  DYNAMIC HT  -          43.502 (meters)     142.72  (feet)  COMP
 CO0971  MODELED GRAV-     979,508.0   (mgal)                       NAVD 88
 CO0971
 CO0971  VERT ORDER  -  SECOND    CLASS 0
 CO0971
 CO0971.The horizontal coordinates were scaled from a topographic map and have
 CO0971.an estimated accuracy of +/- 6 seconds.
 CO0971
 CO0971.The orthometric height was determined by differential leveling
 CO0971.and adjusted by the National Geodetic Survey in June 1991..
 CO0971
 CO0971.The geoid height was determined by GEOID03.
 CO0971
 CO0971.The dynamic height is computed by dividing the NAVD 88
 CO0971.geopotential number by the normal gravity value computed on the
 CO0971.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0971.degrees latitude (g = 980.6199 gals.).
 CO0971
 CO0971.The modeled gravity was interpolated from observed gravity values.
 CO0971
 CO0971;                    North         East    Units  Estimated Accuracy
 CO0971;SPC AL W     -   303,830.      553,040.      MT  (+/- 180 meters Scaled)
 CO0971
 CO0971                          SUPERSEDED SURVEY CONTROL
 CO0971
 CO0971  NGVD 29 (??/??/92)   43.526  (m)          142.80   (f) ADJ UNCH    2 0
 CO0971
 CO0971.Superseded values are not recommended for survey control.
 CO0971.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0971.See file dsdata.txt to determine how the superseded data were derived.
 CO0971
 CO0971_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB062228(NAD 83)
 CO0971_MARKER: DB = BENCH MARK DISK
 CO0971_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0971_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0971_STAMPING: F 139 1943
 CO0971_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0971+STABILITY: SURFACE MOTION
 CO0971
 CO0971  HISTORY     - Date     Condition        Report By
 CO0971  HISTORY     - 1943     MONUMENTED       CGS
 CO0971  HISTORY     - 1974     GOOD             USGS
 CO0971
 CO0971                          STATION DESCRIPTION
 CO0971
 CO0971'DESCRIBED BY US GEOLOGICAL SURVEY 1974
 CO0971'2 MI S FROM BOLIGEE.
 CO0971'ABOUT 2 MILE SOUTH ALONG COUNTY HWY 19 FROM BOLIGEE, NEAR CENTER OF
 CO0971'SECTION 4, T 19 N R 1 E, ABOUT 400 FEET NE OF A BRIDGE, 44 FEET SOUTH,
 CO0971'29 FEET EAST OF N-S DRIVEWAYS, 3 FEET SOUTH OF A FENCE, 1 FOOT NORTH
 CO0971'OF A WITNESS POST, IN A CONCRETE POST. A DISK STAMPED F 139 1943.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0357 ***********************************************************************
 CN0357  DESIGNATION -  F 14
 CN0357  PID         -  CN0357
 CN0357  STATE/COUNTY-  AL/MONTGOMERY
 CN0357  USGS QUAD   -  CANTELOUS (1981)
 CN0357
 CN0357                         *CURRENT SURVEY CONTROL
 CN0357  ___________________________________________________________________
 CN0357* NAD 83(1986)-  32 19 35.     (N)    086 27 07.     (W)     SCALED    
 CN0357* NAVD 88     -        58.066  (meters)     190.50   (feet)  ADJUSTED  
 CN0357  ___________________________________________________________________
 CN0357  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CN0357  DYNAMIC HT  -          58.000 (meters)     190.29  (feet)  COMP
 CN0357  MODELED GRAV-     979,498.5   (mgal)                       NAVD 88
 CN0357
 CN0357  VERT ORDER  -  FIRST     CLASS I
 CN0357
 CN0357.The horizontal coordinates were scaled from a topographic map and have
 CN0357.an estimated accuracy of +/- 6 seconds.
 CN0357
 CN0357.The orthometric height was determined by differential leveling
 CN0357.and adjusted by the National Geodetic Survey in June 1991..
 CN0357
 CN0357.The geoid height was determined by GEOID03.
 CN0357
 CN0357.The dynamic height is computed by dividing the NAVD 88
 CN0357.geopotential number by the normal gravity value computed on the
 CN0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0357.degrees latitude (g = 980.6199 gals.).
 CN0357
 CN0357.The modeled gravity was interpolated from observed gravity values.
 CN0357
 CN0357;                    North         East    Units  Estimated Accuracy
 CN0357;SPC AL E     -   202,660.      141,760.      MT  (+/- 180 meters Scaled)
 CN0357
 CN0357                          SUPERSEDED SURVEY CONTROL
 CN0357
 CN0357  NGVD 29 (??/??/??)   58.050  (m)          190.45   (f) ADJUSTED    1 1
 CN0357
 CN0357.Superseded values are not recommended for survey control.
 CN0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0357.See file dsdata.txt to determine how the superseded data were derived.
 CN0357
 CN0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA515767(NAD 83)
 CN0357_MARKER: DB = BENCH MARK DISK
 CN0357_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0357_SP_SET: CULVERT
 CN0357_STAMPING: F 14 1933 190.479
 CN0357_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0357
 CN0357  HISTORY     - Date     Condition        Report By
 CN0357  HISTORY     - 1933     MONUMENTED       CGS
 CN0357  HISTORY     - 1968     GOOD             NGS
 CN0357
 CN0357                          STATION DESCRIPTION
 CN0357
 CN0357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0357'9.05 MI W FROM MONTGOMERY.
 CN0357'ABOUT 9.05 MILES WEST ALONG THE TRACK OF THE WESTERN RAILWAY OF
 CN0357'ALABAMA FROM UNION STATION AT MONTGOMERY, OR ABOUT 10.05 MILES EAST
 CN0357'ALONG THE TRACK OF THE WESTERN RAILWAY OF ALABAMA FROM THE POST OFFICE
 CN0357'AT SAINT CLAIR, IN SECTION 33, T 16 N, R 16 E, 0.35 MILE WEST OF
 CN0357'MILEPOST M8S42 183, 0.2 MILE EAST OF A CROSSING OF THE RAILROAD AND
 CN0357'CANTELOU ROAD, SET IN THE TOP AND 4.4 FEET EAST OF THE WEST END OF THE
 CN0357'SOUTH CONCRETE HEADWALL OF A 60-INCH TUBULAR CULVERT UNDER THE TRACK,
 CN0357'9 FEET SOUTH OF THE SOUTH RAIL OF THE TRACK, AND ABOUT 2 FEET BELOW
 CN0357'THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1450 ***********************************************************************
 CN1450  DESIGNATION -  F 140 RESET
 CN1450  PID         -  CN1450
 CN1450  STATE/COUNTY-  AL/AUTAUGA
 CN1450  USGS QUAD   -  WHITE CITY (1987)
 CN1450
 CN1450                         *CURRENT SURVEY CONTROL
 CN1450  ___________________________________________________________________
 CN1450* NAD 83(1986)-  32 41 07.     (N)    086 30 32.     (W)     SCALED    
 CN1450* NAVD 88     -       188.99   (meters)     620.0    (feet)  RESET     
 CN1450  ___________________________________________________________________
 CN1450  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CN1450
 CN1450  VERT ORDER  -  THIRD
 CN1450
 CN1450.The horizontal coordinates were scaled from a topographic map and have
 CN1450.an estimated accuracy of +/- 6 seconds.
 CN1450
 CN1450.The orthometric height was computed from unverified reset data.
 CN1450
 CN1450.The geoid height was determined by GEOID03.
 CN1450
 CN1450;                    North         East    Units  Estimated Accuracy
 CN1450;SPC AL W     -   298,150.      692,950.      MT  (+/- 180 meters Scaled)
 CN1450
 CN1450                          SUPERSEDED SURVEY CONTROL
 CN1450
 CN1450.No superseded survey control is available for this station.
 CN1450
 CN1450_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB460165(NAD 83)
 CN1450_MARKER: DB = BENCH MARK DISK
 CN1450_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1450_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1450_STAMPING: F 140 RESET 1961
 CN1450_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1450+STABILITY: SURFACE MOTION
 CN1450
 CN1450  HISTORY     - Date     Condition        Report By
 CN1450  HISTORY     - 1961     MONUMENTED       CGS
 CN1450
 CN1450                          STATION DESCRIPTION
 CN1450
 CN1450'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 CN1450'6.5 MI E FROM WHITE CITY.
 CN1450'THIS MARK IS LOCATED 6.5 MILES EAST ALONG A BLACK TOP ROAD LEADING TO
 CN1450'MARBURY FROM THE CHURCH AND SCHOOL AT WHITE CITY, 2.45 MILES EAST OF
 CN1450'THE JUNCTION WITH STATE HIGHWAY 57, ON PROPERTY OWNED BY J.M. JONES,
 CN1450'IN FRONT OF A VACANT ABANDONED HOUSE SETTIN AT THE EDGE OF A FIELD, 40
 CN1450'FEET EAST OF THE CENTER OF THE HIGHWAY, 19 FEET WEST OF THE SOUTHWEST
 CN1450'CORNER OF THE HOUSE, 50 FEET SOUTH OF AN 18-INCH HICKORY TREE, 93 FEET
 CN1450'WEST OF AN 18-INCH PECAN TREE AND 1 FOOT NORTHEAST OF A METAL WITNESS
 CN1450'POST, SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 2
 CN1450'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0934 ***********************************************************************
 CN0934  DESIGNATION -  F 141
 CN0934  PID         -  CN0934
 CN0934  STATE/COUNTY-  AL/AUTAUGA
 CN0934  USGS QUAD   -  AUTAUGAVILLE (1982)
 CN0934
 CN0934                         *CURRENT SURVEY CONTROL
 CN0934  ___________________________________________________________________
 CN0934* NAD 83(1986)-  32 25 49.     (N)    086 39 45.     (W)     SCALED    
 CN0934* NAVD 88     -        50.464  (meters)     165.56   (feet)  ADJUSTED  
 CN0934  ___________________________________________________________________
 CN0934  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CN0934  DYNAMIC HT  -          50.407 (meters)     165.38  (feet)  COMP
 CN0934  MODELED GRAV-     979,506.2   (mgal)                       NAVD 88
 CN0934
 CN0934  VERT ORDER  -  SECOND    CLASS 0
 CN0934
 CN0934.The horizontal coordinates were scaled from a topographic map and have
 CN0934.an estimated accuracy of +/- 6 seconds.
 CN0934
 CN0934.The orthometric height was determined by differential leveling
 CN0934.and adjusted by the National Geodetic Survey in June 1991..
 CN0934
 CN0934.The geoid height was determined by GEOID03.
 CN0934
 CN0934.The dynamic height is computed by dividing the NAVD 88
 CN0934.geopotential number by the normal gravity value computed on the
 CN0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0934.degrees latitude (g = 980.6199 gals.).
 CN0934
 CN0934.The modeled gravity was interpolated from observed gravity values.
 CN0934
 CN0934;                    North         East    Units  Estimated Accuracy
 CN0934;SPC AL W     -   269,740.      678,760.      MT  (+/- 180 meters Scaled)
 CN0934
 CN0934                          SUPERSEDED SURVEY CONTROL
 CN0934
 CN0934  NGVD 29 (??/??/92)   50.439  (m)          165.48   (f) ADJ UNCH    2 0
 CN0934
 CN0934.Superseded values are not recommended for survey control.
 CN0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0934.See file dsdata.txt to determine how the superseded data were derived.
 CN0934
 CN0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA317881(NAD 83)
 CN0934_MARKER: DB = BENCH MARK DISK
 CN0934_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0934_SP_SET: BRIDGE
 CN0934_STAMPING: F 141 1943
 CN0934_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0934
 CN0934  HISTORY     - Date     Condition        Report By
 CN0934  HISTORY     - 1943     MONUMENTED       CGS
 CN0934
 CN0934                          STATION DESCRIPTION
 CN0934
 CN0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0934'0.6 MI SW FROM AUTAUGAVILLE.
 CN0934'0.6 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CN0934'AUTAUGAVILLE.  SET IN THE SOUTHEAST QUARTER OF STATE HIGHWAY NO. 14
 CN0934'CROSSING, IN THE WEST END OF THE SOUTH HEADWALL OF A CONCRETE CULVERT.
 CN0934'174 FEET EAST OF THE CENTER-LINE OF THE NORTH AND SOUTH ROAD, 15.0
 CN0934'FEET SOUTH OF THE CENTER-LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0583 ***********************************************************************
 CN0583  DESIGNATION -  F 143
 CN0583  PID         -  CN0583
 CN0583  STATE/COUNTY-  AL/LOWNDES
 CN0583  USGS QUAD   -  SANDY RIDGE (1985)
 CN0583
 CN0583                         *CURRENT SURVEY CONTROL
 CN0583  ___________________________________________________________________
 CN0583* NAD 83(1986)-  32 07 09.     (N)    086 28 28.     (W)     SCALED    
 CN0583* NAVD 88     -       100.322  (meters)     329.14   (feet)  ADJUSTED  
 CN0583  ___________________________________________________________________
 CN0583  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CN0583  DYNAMIC HT  -         100.206 (meters)     328.76  (feet)  COMP
 CN0583  MODELED GRAV-     979,480.0   (mgal)                       NAVD 88
 CN0583
 CN0583  VERT ORDER  -  SECOND    CLASS 0
 CN0583
 CN0583.The horizontal coordinates were scaled from a topographic map and have
 CN0583.an estimated accuracy of +/- 6 seconds.
 CN0583
 CN0583.The orthometric height was determined by differential leveling
 CN0583.and adjusted by the National Geodetic Survey in June 1991..
 CN0583
 CN0583.The geoid height was determined by GEOID03.
 CN0583
 CN0583.The dynamic height is computed by dividing the NAVD 88
 CN0583.geopotential number by the normal gravity value computed on the
 CN0583.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0583.degrees latitude (g = 980.6199 gals.).
 CN0583
 CN0583.The modeled gravity was interpolated from observed gravity values.
 CN0583
 CN0583;                    North         East    Units  Estimated Accuracy
 CN0583;SPC AL W     -   235,400.      696,780.      MT  (+/- 180 meters Scaled)
 CN0583
 CN0583                          SUPERSEDED SURVEY CONTROL
 CN0583
 CN0583  NGVD 29 (??/??/92)  100.298  (m)          329.06   (f) ADJ UNCH    2 0
 CN0583
 CN0583.Superseded values are not recommended for survey control.
 CN0583.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0583.See file dsdata.txt to determine how the superseded data were derived.
 CN0583
 CN0583_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA495537(NAD 83)
 CN0583_MARKER: DB = BENCH MARK DISK
 CN0583_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0583_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0583_STAMPING: F 143 1943
 CN0583_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0583+STABILITY: SURFACE MOTION
 CN0583
 CN0583  HISTORY     - Date     Condition        Report By
 CN0583  HISTORY     - 1943     MONUMENTED       CGS
 CN0583
 CN0583                          STATION DESCRIPTION
 CN0583
 CN0583'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0583'1.1 MI SE FROM LETOHATCHEE.
 CN0583'1.1 MILES SOUTHEAST OF ALONG STATE HIGHWAY NO. 97 FROM THE POST OFFICE
 CN0583'AT LETOHATCHEE.  SET IN FRONT OF A (COLORED) CHURCH, 70 FEET NORTH OF
 CN0583'THE CENTER-LINE OF THE HIGHWAY, 56 FEET SOUTH OF THE CENTER-LINE OF
 CN0583'THE FRONT ENTRANCE OF THE CHURCH, 10 FEET EAST OF A POWER-LINE POLE,
 CN0583'1.2 FEET SOUTH OF THE REFERENCE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0423 ***********************************************************************
 CN0423  DESIGNATION -  F 144
 CN0423  PID         -  CN0423
 CN0423  STATE/COUNTY-  AL/MONTGOMERY
 CN0423  USGS QUAD   -  RAMER (1971)
 CN0423
 CN0423                         *CURRENT SURVEY CONTROL
 CN0423  ___________________________________________________________________
 CN0423* NAD 83(1986)-  32 02 59.     (N)    086 13 17.     (W)     SCALED    
 CN0423* NAVD 88     -       137.524  (meters)     451.19   (feet)  ADJUSTED  
 CN0423  ___________________________________________________________________
 CN0423  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 CN0423  DYNAMIC HT  -         137.363 (meters)     450.67  (feet)  COMP
 CN0423  MODELED GRAV-     979,464.6   (mgal)                       NAVD 88
 CN0423
 CN0423  VERT ORDER  -  FIRST     CLASS I
 CN0423
 CN0423.The horizontal coordinates were scaled from a topographic map and have
 CN0423.an estimated accuracy of +/- 6 seconds.
 CN0423
 CN0423.The orthometric height was determined by differential leveling
 CN0423.and adjusted by the National Geodetic Survey in June 1991..
 CN0423
 CN0423.The geoid height was determined by GEOID03.
 CN0423
 CN0423.The dynamic height is computed by dividing the NAVD 88
 CN0423.geopotential number by the normal gravity value computed on the
 CN0423.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0423.degrees latitude (g = 980.6199 gals.).
 CN0423
 CN0423.The modeled gravity was interpolated from observed gravity values.
 CN0423
 CN0423;                    North         East    Units  Estimated Accuracy
 CN0423;SPC AL E     -   171,880.      163,350.      MT  (+/- 180 meters Scaled)
 CN0423
 CN0423                          SUPERSEDED SURVEY CONTROL
 CN0423
 CN0423  NGVD 29 (??/??/92)  137.494  (m)          451.09   (f) ADJ UNCH    1 1
 CN0423
 CN0423.Superseded values are not recommended for survey control.
 CN0423.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0423.See file dsdata.txt to determine how the superseded data were derived.
 CN0423
 CN0423_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA735462(NAD 83)
 CN0423_MARKER: DB = BENCH MARK DISK
 CN0423_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0423_SP_SET: PIER
 CN0423_STAMPING: F 144 1943
 CN0423_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0423
 CN0423  HISTORY     - Date     Condition        Report By
 CN0423  HISTORY     - 1943     MONUMENTED       CGS
 CN0423  HISTORY     - 1967     GOOD             NGS
 CN0423
 CN0423                          STATION DESCRIPTION
 CN0423
 CN0423'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0423'0.2 MI NW FROM RAMER.
 CN0423'ABOUT 0.2 MILE NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 CN0423'THE STATION AT RAMER, AT THE STATE HIGHWAY 94 OVERPASS, SET VERTICALLY
 CN0423'IN THE SOUTHWEST FACE OF THE NORTHEAST CONCRETE PIER OF THE STATE
 CN0423'HIGHWAY 94 OVERPASS, 10.8 FEET NORTHEAST OF THE NORTHEAST RAIL, 10.7
 CN0423'FEET NORTHWEST OF THE SOUTHEAST END OF THE PIER, 3.5 FEET ABOVE THE
 CN0423'LEVEL OF THE GROUND AND 1 FOOT ABOVE THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1083 ***********************************************************************
 CM1083  DESIGNATION -  F 145
 CM1083  PID         -  CM1083
 CM1083  STATE/COUNTY-  AL/BULLOCK
 CM1083  USGS QUAD   -  ALMERIA (1971)
 CM1083
 CM1083                         *CURRENT SURVEY CONTROL
 CM1083  ___________________________________________________________________
 CM1083* NAD 83(1986)-  32 01 35.     (N)    085 46 28.     (W)     SCALED    
 CM1083* NAVD 88     -       165.559  (meters)     543.17   (feet)  ADJUSTED  
 CM1083  ___________________________________________________________________
 CM1083  GEOID HEIGHT-         -26.87  (meters)                     GEOID03
 CM1083  DYNAMIC HT  -         165.364 (meters)     542.53  (feet)  COMP
 CM1083  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 CM1083
 CM1083  VERT ORDER  -  SECOND    CLASS 0
 CM1083
 CM1083.The horizontal coordinates were scaled from a topographic map and have
 CM1083.an estimated accuracy of +/- 6 seconds.
 CM1083
 CM1083.The orthometric height was determined by differential leveling
 CM1083.and adjusted by the National Geodetic Survey in June 1991..
 CM1083
 CM1083.The geoid height was determined by GEOID03.
 CM1083
 CM1083.The dynamic height is computed by dividing the NAVD 88
 CM1083.geopotential number by the normal gravity value computed on the
 CM1083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1083.degrees latitude (g = 980.6199 gals.).
 CM1083
 CM1083.The modeled gravity was interpolated from observed gravity values.
 CM1083
 CM1083;                    North         East    Units  Estimated Accuracy
 CM1083;SPC AL E     -   169,230.      205,560.      MT  (+/- 180 meters Scaled)
 CM1083
 CM1083                          SUPERSEDED SURVEY CONTROL
 CM1083
 CM1083  NGVD 29 (??/??/92)  165.546  (m)          543.13   (f) ADJ UNCH    2 0
 CM1083
 CM1083.Superseded values are not recommended for survey control.
 CM1083.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1083.See file dsdata.txt to determine how the superseded data were derived.
 CM1083
 CM1083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA157440(NAD 83)
 CM1083_MARKER: DB = BENCH MARK DISK
 CM1083_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1083_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1083_STAMPING: F 145 1943
 CM1083_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1083+STABILITY: SURFACE MOTION
 CM1083
 CM1083  HISTORY     - Date     Condition        Report By
 CM1083  HISTORY     - 1943     MONUMENTED       CGS
 CM1083  HISTORY     - 1972     MARK NOT FOUND   USGS
 CM1083
 CM1083                          STATION DESCRIPTION
 CM1083
 CM1083'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1083'1.9 MI W FROM INVERNESS.
 CM1083'1.9 MILES WEST OF THE POST OFFICE AT INVERNESS, ALONG GRADED
 CM1083'COUNTY ROAD, SET AT A CROSS ROAD, 39 FEET NORTH OF CENTER-LINE OF
 CM1083'GRADED ROAD LEADING EAST AND WEST, 24 FEET EAST OF CENTER-LINE OF
 CM1083'ROAD LEADING NORTH AND SOUTH, 1.4 FEET WEST OF A WIRE FENCE,
 CM1083'1 FOOT SOUTH OF REFERENCE POST, BENCH MARK DISK SET IN TOP OF
 CM1083'CONCRETE POST.
 CM1083
 CM1083                          STATION RECOVERY (1972)
 CM1083
 CM1083'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CM1083'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1087 ***********************************************************************
 CM1087  DESIGNATION -  F 146
 CM1087  PID         -  CM1087
 CM1087  STATE/COUNTY-  AL/BULLOCK
 CM1087  USGS QUAD   -  ALMERIA (1971)
 CM1087
 CM1087                         *CURRENT SURVEY CONTROL
 CM1087  ___________________________________________________________________
 CM1087* NAD 83(1986)-  32 02 34.     (N)    085 49 35.     (W)     SCALED    
 CM1087* NAVD 88     -       171.705  (meters)     563.34   (feet)  ADJUSTED  
 CM1087  ___________________________________________________________________
 CM1087  GEOID HEIGHT-         -26.98  (meters)                     GEOID03
 CM1087  DYNAMIC HT  -         171.502 (meters)     562.67  (feet)  COMP
 CM1087  MODELED GRAV-     979,453.7   (mgal)                       NAVD 88
 CM1087
 CM1087  VERT ORDER  -  SECOND    CLASS 0
 CM1087
 CM1087.The horizontal coordinates were scaled from a topographic map and have
 CM1087.an estimated accuracy of +/- 6 seconds.
 CM1087
 CM1087.The orthometric height was determined by differential leveling
 CM1087.and adjusted by the National Geodetic Survey in June 1991..
 CM1087
 CM1087.The geoid height was determined by GEOID03.
 CM1087
 CM1087.The dynamic height is computed by dividing the NAVD 88
 CM1087.geopotential number by the normal gravity value computed on the
 CM1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1087.degrees latitude (g = 980.6199 gals.).
 CM1087
 CM1087.The modeled gravity was interpolated from observed gravity values.
 CM1087
 CM1087;                    North         East    Units  Estimated Accuracy
 CM1087;SPC AL E     -   171,050.      200,660.      MT  (+/- 180 meters Scaled)
 CM1087
 CM1087                          SUPERSEDED SURVEY CONTROL
 CM1087
 CM1087  NGVD 29 (??/??/92)  171.690  (m)          563.29   (f) ADJ UNCH    2 0
 CM1087
 CM1087.Superseded values are not recommended for survey control.
 CM1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1087.See file dsdata.txt to determine how the superseded data were derived.
 CM1087
 CM1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA108457(NAD 83)
 CM1087_MARKER: DB = BENCH MARK DISK
 CM1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1087_STAMPING: F 146 1943
 CM1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1087+STABILITY: SURFACE MOTION
 CM1087
 CM1087  HISTORY     - Date     Condition        Report By
 CM1087  HISTORY     - 1943     MONUMENTED       CGS
 CM1087
 CM1087                          STATION DESCRIPTION
 CM1087
 CM1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1087'5.6 MI W FROM INVERNESS.
 CM1087'5.6 MILES WEST OF THE POST OFFICE AT INVERNESS, ALONG GRADED
 CM1087'COUNTY ROAD, SET AT A CURVE IN THE ROAD ON TOP OF A HILL, 39 FEET
 CM1087'NORTH OF THE CENTER-LINE OF THE GRADED ROAD, 7 FEET SOUTH OF AN
 CM1087'8 INCH PINE TREE WITH A PAINTED BLAZE, 17 FEET EAST OF A 10 INCH
 CM1087'PINE TREE WITH PAINTED BLAZE, 1.6 FEET WEST OF REFERENCE POST,
 CM1087'BENCH MARK DISK SET IN TOP OF CONCRETE
 CM1087'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0857 ***********************************************************************
 BT0857  DESIGNATION -  F 147
 BT0857  PID         -  BT0857
 BT0857  STATE/COUNTY-  AL/HENRY
 BT0857  USGS QUAD   -  COLUMBIA (1981)
 BT0857
 BT0857                         *CURRENT SURVEY CONTROL
 BT0857  ___________________________________________________________________
 BT0857* NAD 83(1986)-  31 20 15.     (N)    085 06 13.     (W)     SCALED    
 BT0857* NAVD 88     -        63.281  (meters)     207.61   (feet)  ADJUSTED  
 BT0857  ___________________________________________________________________
 BT0857  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BT0857  DYNAMIC HT  -          63.203 (meters)     207.36  (feet)  COMP
 BT0857  MODELED GRAV-     979,409.4   (mgal)                       NAVD 88
 BT0857
 BT0857  VERT ORDER  -  SECOND    CLASS 0
 BT0857
 BT0857.The horizontal coordinates were scaled from a topographic map and have
 BT0857.an estimated accuracy of +/- 6 seconds.
 BT0857
 BT0857.The orthometric height was determined by differential leveling
 BT0857.and adjusted by the National Geodetic Survey in June 1991..
 BT0857
 BT0857.The geoid height was determined by GEOID03.
 BT0857
 BT0857.The dynamic height is computed by dividing the NAVD 88
 BT0857.geopotential number by the normal gravity value computed on the
 BT0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0857.degrees latitude (g = 980.6199 gals.).
 BT0857
 BT0857.The modeled gravity was interpolated from observed gravity values.
 BT0857
 BT0857;                    North         East    Units  Estimated Accuracy
 BT0857;SPC AL E     -    93,080.      269,440.      MT  (+/- 180 meters Scaled)
 BT0857
 BT0857                          SUPERSEDED SURVEY CONTROL
 BT0857
 BT0857  NGVD 29 (??/??/92)   63.362  (m)          207.88   (f) ADJ UNCH    2 0
 BT0857
 BT0857.Superseded values are not recommended for survey control.
 BT0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0857.See file dsdata.txt to determine how the superseded data were derived.
 BT0857
 BT0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV804685(NAD 83)
 BT0857_MARKER: DB = BENCH MARK DISK
 BT0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0857_STAMPING: F 147 1943
 BT0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0857+STABILITY: SURFACE MOTION
 BT0857
 BT0857  HISTORY     - Date     Condition        Report By
 BT0857  HISTORY     - 1943     MONUMENTED       CGS
 BT0857
 BT0857                          STATION DESCRIPTION
 BT0857
 BT0857'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT0857'3.1 MI N FROM COLUMBIA.
 BT0857'3.1 MILES NORTH OF THE POST OFFICE AT COLUMBIA, ALONG STATE ROAD
 BT0857'NO. 95, SET ACROSS THE ROAD FROM A LARGE FRAME HOUSE WITH 5 LARGE
 BT0857'OAK TREES IN FRONT OF THE HOUSE, 50 FEET EAST OF THE CENTERLINE
 BT0857'OF THE STATE ROAD, 30 FEET NORTH OF A WOODEN GATE, 1 FOOT WEST OF
 BT0857'A WIRE FENCE, 1.4 FEET NORTH OF REFERENCE POST, BENCH MARK DISK,
 BT0857'SET IN TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0562 ***********************************************************************
 BU0562  DESIGNATION -  F 148 RESET
 BU0562  PID         -  BU0562
 BU0562  STATE/COUNTY-  AL/CONECUH
 BU0562  USGS QUAD   -  LYEFFION (1986)
 BU0562
 BU0562                         *CURRENT SURVEY CONTROL
 BU0562  ___________________________________________________________________
 BU0562* NAD 83(1986)-  31 34 06.     (N)    086 58 32.     (W)     SCALED    
 BU0562* NAVD 88     -       138.05   (meters)     452.9    (feet)  RESET     
 BU0562  ___________________________________________________________________
 BU0562  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 BU0562
 BU0562  VERT ORDER  -  THIRD
 BU0562
 BU0562.The horizontal coordinates were scaled from a topographic map and have
 BU0562.an estimated accuracy of +/- 6 seconds.
 BU0562
 BU0562.The orthometric height was computed from unverified reset data.
 BU0562
 BU0562.The geoid height was determined by GEOID03.
 BU0562
 BU0562;                    North         East    Units  Estimated Accuracy
 BU0562;SPC AL W     -   173,980.      649,780.      MT  (+/- 180 meters Scaled)
 BU0562
 BU0562                          SUPERSEDED SURVEY CONTROL
 BU0562
 BU0562  NGVD 29 (??/??/??)  138.03   (m)          452.9    (f) RESET       3  
 BU0562
 BU0562.Superseded values are not recommended for survey control.
 BU0562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0562.See file dsdata.txt to determine how the superseded data were derived.
 BU0562
 BU0562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV023925(NAD 83)
 BU0562_MARKER: DB = BENCH MARK DISK
 BU0562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0562_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0562_STAMPING: F 148 RESET 1964
 BU0562_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0562+STABILITY: SURFACE MOTION
 BU0562
 BU0562  HISTORY     - Date     Condition        Report By
 BU0562  HISTORY     - 1964     MONUMENTED       CGS
 BU0562
 BU0562                          STATION DESCRIPTION
 BU0562
 BU0562'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 BU0562'8.4 MI NW FROM OWASSA.
 BU0562'THE MARK IS LOCATED 8.4 MILES NORTHWEST ALONG A COUNTY ROAD FROM
 BU0562'OWASSA AT ITS JUNCTION WITH STATE HIGHWAY 83, IN THE NORTHEAST
 BU0562'QUADRANT OF THE INTERSECTION, 41.5 FEET EAST OF THE CENTERLINE OF
 BU0562'STATE HIGHWAY 83, 2 FEET NORTH OF POLE NO. 86, 106 FEET NORTH OF THE
 BU0562'CENTERLINE OF A BLACKTOP ROAD LEADING EAST, 87 FEET NNW OF A POWER
 BU0562'POLE WITH WIRES LEADING EAST-WEST AND NORTH, 1.5 FEET SOUTHEAST OF A
 BU0562'METAL WITNESS POST, AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE
 BU0562'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1191 ***********************************************************************
 CM1191  DESIGNATION -  F 149
 CM1191  PID         -  CM1191
 CM1191  STATE/COUNTY-  AL/MACON
 CM1191  USGS QUAD   -  CHESSON (1981)
 CM1191
 CM1191                         *CURRENT SURVEY CONTROL
 CM1191  ___________________________________________________________________
 CM1191* NAD 83(1986)-  32 22 11.     (N)    085 58 04.     (W)     SCALED    
 CM1191* NAVD 88     -        93.813  (meters)     307.78   (feet)  ADJUSTED  
 CM1191  ___________________________________________________________________
 CM1191  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CM1191  DYNAMIC HT  -          93.705 (meters)     307.43  (feet)  COMP
 CM1191  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 CM1191
 CM1191  VERT ORDER  -  SECOND    CLASS 0
 CM1191
 CM1191.The horizontal coordinates were scaled from a topographic map and have
 CM1191.an estimated accuracy of +/- 6 seconds.
 CM1191
 CM1191.The orthometric height was determined by differential leveling
 CM1191.and adjusted by the National Geodetic Survey in June 1991..
 CM1191
 CM1191.The geoid height was determined by GEOID03.
 CM1191
 CM1191.The dynamic height is computed by dividing the NAVD 88
 CM1191.geopotential number by the normal gravity value computed on the
 CM1191.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1191.degrees latitude (g = 980.6199 gals.).
 CM1191
 CM1191.The modeled gravity was interpolated from observed gravity values.
 CM1191
 CM1191;                    North         East    Units  Estimated Accuracy
 CM1191;SPC AL E     -   207,310.      187,350.      MT  (+/- 180 meters Scaled)
 CM1191
 CM1191                          SUPERSEDED SURVEY CONTROL
 CM1191
 CM1191  NGVD 29 (??/??/92)   93.793  (m)          307.72   (f) ADJ UNCH    2 0
 CM1191
 CM1191.Superseded values are not recommended for survey control.
 CM1191.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1191.See file dsdata.txt to determine how the superseded data were derived.
 CM1191
 CM1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA971818(NAD 83)
 CM1191_MARKER: DB = BENCH MARK DISK
 CM1191_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1191_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1191_STAMPING: F 149 1943
 CM1191_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1191+STABILITY: SURFACE MOTION
 CM1191
 CM1191  HISTORY     - Date     Condition        Report By
 CM1191  HISTORY     - 1943     MONUMENTED       CGS
 CM1191  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM1191
 CM1191                          STATION DESCRIPTION
 CM1191
 CM1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1191'3.1 MI SE FROM TYSONVILLE.
 CM1191'2.1 MILES SOUTHEAST ALONG A COUNTY GRAVEL ROAD, THENCE, 1.0 MILE
 CM1191'EAST ALONG A COUNTY GRAVEL ROAD LEADING TO WHITE CHURCH FROM THE
 CM1191'WESTERN OF ALABAMA RAILROAD STATION AT TYSONVILLE, 0.9 MILE WEST OF
 CM1191'WHITE CHURCH, 185.0 FEET NORTHEAST OF A TENANT HOUSE, 157.0 FEET EAST
 CM1191'OF AN OAK TREE, 108.0 FEET SOUTHWEST OF CENTER-LINE OF THE ROAD,
 CM1191'1.2 FEET NORTHEAST OF POWER LINE POLE NO. 5, A DISK SET IN TOP OF
 CM1191'A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 CM1191
 CM1191                          STATION RECOVERY (1971)
 CM1191
 CM1191'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CM1191'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0588 ***********************************************************************
 CM0588  DESIGNATION -  F 150
 CM0588  PID         -  CM0588
 CM0588  STATE/COUNTY-  AL/LEE
 CM0588  USGS QUAD   -  AUBURN (1983)
 CM0588
 CM0588                         *CURRENT SURVEY CONTROL
 CM0588  ___________________________________________________________________
 CM0588* NAD 83(1986)-  32 33 03.     (N)    085 22 32.     (W)     SCALED    
 CM0588* NAVD 88     -       188.190  (meters)     617.42   (feet)  ADJUSTED  
 CM0588  ___________________________________________________________________
 CM0588  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CM0588  DYNAMIC HT  -         187.968 (meters)     616.69  (feet)  COMP
 CM0588  MODELED GRAV-     979,454.6   (mgal)                       NAVD 88
 CM0588
 CM0588  VERT ORDER  -  SECOND    CLASS 0
 CM0588
 CM0588.The horizontal coordinates were scaled from a topographic map and have
 CM0588.an estimated accuracy of +/- 6 seconds.
 CM0588
 CM0588.The orthometric height was determined by differential leveling
 CM0588.and adjusted by the National Geodetic Survey in June 1991..
 CM0588
 CM0588.The geoid height was determined by GEOID03.
 CM0588
 CM0588.The dynamic height is computed by dividing the NAVD 88
 CM0588.geopotential number by the normal gravity value computed on the
 CM0588.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0588.degrees latitude (g = 980.6199 gals.).
 CM0588
 CM0588.The modeled gravity was interpolated from observed gravity values.
 CM0588
 CM0588;                    North         East    Units  Estimated Accuracy
 CM0588;SPC AL E     -   227,480.      243,000.      MT  (+/- 180 meters Scaled)
 CM0588
 CM0588                          SUPERSEDED SURVEY CONTROL
 CM0588
 CM0588  NGVD 29 (??/??/92)  188.160  (m)          617.32   (f) ADJ UNCH    2 0
 CM0588
 CM0588.Superseded values are not recommended for survey control.
 CM0588.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0588.See file dsdata.txt to determine how the superseded data were derived.
 CM0588
 CM0588_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB525026(NAD 83)
 CM0588_MARKER: DB = BENCH MARK DISK
 CM0588_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0588_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0588_STAMPING: F 150 1943
 CM0588_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0588+STABILITY: SURFACE MOTION
 CM0588
 CM0588  HISTORY     - Date     Condition        Report By
 CM0588  HISTORY     - 1943     MONUMENTED       CGS
 CM0588  HISTORY     - 1952     GOOD             NGS
 CM0588
 CM0588                          STATION DESCRIPTION
 CM0588
 CM0588'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0588'6.6 MI S FROM OPELIKA.
 CM0588'ABOUT 6.65 MILES SOUTH ALONG STATE HIGHWAY 37 FROM THE COURT HOUSE
 CM0588'AT OPELIKA, ABOUT 0.1 MILE NORTHWEST OF A LARGE SCHOOL, ON THE
 CM0588'OUTSIDE OF A CURVE WITH TANGENTS EXTENDING NORTH AND SOUTHEAST,
 CM0588'AT THE SOUTH ONE OF TWO DRIVES WEST TO A WHITE HOUSE, 39 FEET
 CM0588'SOUTHWEST OF CENTER LINE OF HIGHWAY, 85 FEET SOUTH OF CENTER LINE
 CM0588'OF DRIVE, 1 1/2 FEET SOUTH OF FIRST TELEPHONE POLE SOUTH OF
 CM0588'DRIVE, 1 1/2 FEET EAST OF A FENCE LINE, ABOUT 1 FOOT BELOW LEVEL
 CM0588'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CM0588'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0069 ***********************************************************************
 BV0069  DESIGNATION -  F 151
 BV0069  PID         -  BV0069
 BV0069  STATE/COUNTY-  AL/CLARKE
 BV0069  USGS QUAD   -  COFFEEVILLE (1981)
 BV0069
 BV0069                         *CURRENT SURVEY CONTROL
 BV0069  ___________________________________________________________________
 BV0069* NAD 83(1986)-  31 51 48.     (N)    088 05 20.     (W)     SCALED    
 BV0069* NAVD 88     -        86.304  (meters)     283.15   (feet)  ADJUSTED  
 BV0069  ___________________________________________________________________
 BV0069  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 BV0069  DYNAMIC HT  -          86.203 (meters)     282.82  (feet)  COMP
 BV0069  MODELED GRAV-     979,460.0   (mgal)                       NAVD 88
 BV0069
 BV0069  VERT ORDER  -  SECOND    CLASS 0
 BV0069
 BV0069.The horizontal coordinates were scaled from a topographic map and have
 BV0069.an estimated accuracy of +/- 6 seconds.
 BV0069
 BV0069.The orthometric height was determined by differential leveling
 BV0069.and adjusted by the National Geodetic Survey in June 1991..
 BV0069
 BV0069.The geoid height was determined by GEOID03.
 BV0069
 BV0069.The dynamic height is computed by dividing the NAVD 88
 BV0069.geopotential number by the normal gravity value computed on the
 BV0069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0069.degrees latitude (g = 980.6199 gals.).
 BV0069
 BV0069.The modeled gravity was interpolated from observed gravity values.
 BV0069
 BV0069;                    North         East    Units  Estimated Accuracy
 BV0069;SPC AL W     -   206,720.      544,280.      MT  (+/- 180 meters Scaled)
 BV0069
 BV0069                          SUPERSEDED SURVEY CONTROL
 BV0069
 BV0069  NGVD 29 (??/??/92)   86.290  (m)          283.10   (f) ADJ UNCH    2 0
 BV0069
 BV0069.Superseded values are not recommended for survey control.
 BV0069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0069.See file dsdata.txt to determine how the superseded data were derived.
 BV0069
 BV0069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA969258(NAD 83)
 BV0069_MARKER: DB = BENCH MARK DISK
 BV0069_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0069_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0069_STAMPING: F 151 1943
 BV0069_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0069+STABILITY: SURFACE MOTION
 BV0069
 BV0069  HISTORY     - Date     Condition        Report By
 BV0069  HISTORY     - 1943     MONUMENTED       CGS
 BV0069  HISTORY     - 1971     MARK NOT FOUND   USGS
 BV0069
 BV0069                          STATION DESCRIPTION
 BV0069
 BV0069'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0069'8.7 MI SW FROM CAMPBELL.
 BV0069'8.7 MILES SOUTHWEST ALONG A GRADED COUNTY ROAD FROM THE POST OFFICE AT
 BV0069'CAMPBELL, CLARKE COUNTY, 100 FEET SOUTH OF A SMALL FARMHOUSE, 32 FEET
 BV0069'NORTHWEST OF THE CENTERLINE OF THE ROAD, 11.5 FEET NORTHWEST OF A
 BV0069'LARGE PINE TREE (USED AS A FENCE-CORNER POST), 3.2 FEET NORTHEAST OF
 BV0069'THE NORTHWEST-AND-SOUTHEAST FENCE, AND 1.4 FEET SOUTHEAST OF A WHITE
 BV0069'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 151 1943 AND SET IN
 BV0069'THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 BV0069
 BV0069                          STATION RECOVERY (1971)
 BV0069
 BV0069'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BV0069'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2448 ***********************************************************************
 CN2448  DESIGNATION -  F 152
 CN2448  PID         -  CN2448
 CN2448  STATE/COUNTY-  AL/MARENGO
 CN2448  USGS QUAD   -  MYRTLEWOOD SOUTH (1978)
 CN2448
 CN2448                         *CURRENT SURVEY CONTROL
 CN2448  ___________________________________________________________________
 CN2448* NAD 83(1986)-  32 10 27.     (N)    087 57 25.     (W)     SCALED    
 CN2448* NAVD 88     -        40.538  (meters)     133.00   (feet)  ADJUSTED  
 CN2448  ___________________________________________________________________
 CN2448  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CN2448  DYNAMIC HT  -          40.491 (meters)     132.84  (feet)  COMP
 CN2448  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 CN2448
 CN2448  VERT ORDER  -  SECOND    CLASS 0
 CN2448
 CN2448.The horizontal coordinates were scaled from a topographic map and have
 CN2448.an estimated accuracy of +/- 6 seconds.
 CN2448
 CN2448.The orthometric height was determined by differential leveling
 CN2448.and adjusted by the National Geodetic Survey in June 1991..
 CN2448
 CN2448.The geoid height was determined by GEOID03.
 CN2448
 CN2448.The dynamic height is computed by dividing the NAVD 88
 CN2448.geopotential number by the normal gravity value computed on the
 CN2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2448.degrees latitude (g = 980.6199 gals.).
 CN2448
 CN2448.The modeled gravity was interpolated from observed gravity values.
 CN2448
 CN2448;                    North         East    Units  Estimated Accuracy
 CN2448;SPC AL W     -   241,130.      556,910.      MT  (+/- 180 meters Scaled)
 CN2448
 CN2448                          SUPERSEDED SURVEY CONTROL
 CN2448
 CN2448  NGVD 29 (??/??/92)   40.519  (m)          132.94   (f) ADJ UNCH    2 0
 CN2448
 CN2448.Superseded values are not recommended for survey control.
 CN2448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2448.See file dsdata.txt to determine how the superseded data were derived.
 CN2448
 CN2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA097601(NAD 83)
 CN2448_MARKER: DB = BENCH MARK DISK
 CN2448_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2448_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2448_STAMPING: F 152 1943
 CN2448_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2448+STABILITY: SURFACE MOTION
 CN2448
 CN2448  HISTORY     - Date     Condition        Report By
 CN2448  HISTORY     - 1943     MONUMENTED       CGS
 CN2448
 CN2448                          STATION DESCRIPTION
 CN2448
 CN2448'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN2448'6.3 MI N FROM NANAFALIA.
 CN2448'1.2 MILES WEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 CN2448'NANAFALIA, MARENGO COUNTY, 5.1 MILES NORTH ALONG STATE HIGHWAY 79. 0.1
 CN2448'MILE SOUTH OF NOLANDS CASH STORE, 41.6 FEET EAST OF THE CENTER LINE OF
 CN2448'THE HIGHWAY, 25.4 FEET SOUTH OF HIGHWAY MARKER 746+90.1, AND 1.8 FEET
 CN2448'WEST OF A WHITE WOODEN WITNESS POST. A STANDARD DISK, STAMPED F 152
 CN2448'1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT ABOVE
 CN2448'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0158 ***********************************************************************
 BU0158  DESIGNATION -  F 153
 BU0158  PID         -  BU0158
 BU0158  STATE/COUNTY-  AL/CRENSHAW
 BU0158  USGS QUAD   -  MOODYS CROSSROADS (1971)
 BU0158
 BU0158                         *CURRENT SURVEY CONTROL
 BU0158  ___________________________________________________________________
 BU0158* NAD 83(1992)-  31 44 53.72919(N)    086 26 21.80469(W)     ADJUSTED  
 BU0158* NAVD 88     -       115.756  (meters)     379.78   (feet)  ADJUSTED  
 BU0158  ___________________________________________________________________
 BU0158  LAPLACE CORR-           2.06  (seconds)                    DEFLEC99
 BU0158  GEOID HEIGHT-         -26.90  (meters)                     GEOID03
 BU0158  DYNAMIC HT  -         115.618 (meters)     379.32  (feet)  COMP
 BU0158  MODELED GRAV-     979,444.7   (mgal)                       NAVD 88
 BU0158
 BU0158  HORZ ORDER  -  SECOND
 BU0158  VERT ORDER  -  SECOND    CLASS 0
 BU0158
 BU0158.The horizontal coordinates were established by classical geodetic methods
 BU0158.and adjusted by the National Geodetic Survey in December 1992..
 BU0158
 BU0158.The orthometric height was determined by differential leveling
 BU0158.and adjusted by the National Geodetic Survey in June 1991..
 BU0158
 BU0158.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0158
 BU0158.The geoid height was determined by GEOID03.
 BU0158
 BU0158.The dynamic height is computed by dividing the NAVD 88
 BU0158.geopotential number by the normal gravity value computed on the
 BU0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0158.degrees latitude (g = 980.6199 gals.).
 BU0158
 BU0158.The modeled gravity was interpolated from observed gravity values.
 BU0158
 BU0158;                    North         East     Units Scale Factor Converg.
 BU0158;SPC AL E     -   138,550.670   142,577.681   MT  1.00000065   -0 19 08.1
 BU0158;SPC AL W     -   194,301.247   700,489.094   MT  1.00005783   +0 33 29.3
 BU0158;UTM  16      - 3,512,669.245   553,097.142   MT  0.99963477   +0 17 42.0
 BU0158
 BU0158!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0158!SPC AL E     -   0.99998605  x   1.00000065  =   0.99998670
 BU0158!SPC AL W     -   0.99998605  x   1.00005783  =   1.00004388
 BU0158!UTM  16      -   0.99998605  x   0.99963477  =   0.99962082
 BU0158
 BU0158                          SUPERSEDED SURVEY CONTROL
 BU0158
 BU0158  NAD 83(1986)-  31 44 53.74464(N)    086 26 21.80009(W) AD(       ) 2
 BU0158  NAD 27      -  31 44 53.18300(N)    086 26 21.91200(W) AD(       ) 2
 BU0158  NGVD 29 (??/??/92)  115.741  (m)          379.73   (f) ADJ UNCH    2 0
 BU0158
 BU0158.Superseded values are not recommended for survey control.
 BU0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0158.See file dsdata.txt to determine how the superseded data were derived.
 BU0158
 BU0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA5309712669(NAD 83)
 BU0158_MARKER: DB = BENCH MARK DISK
 BU0158_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0158_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0158_STAMPING: F 153 1943
 BU0158_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0158+STABILITY: SURFACE MOTION
 BU0158
 BU0158  HISTORY     - Date     Condition        Report By
 BU0158  HISTORY     - 1943     MONUMENTED       CGS
 BU0158  HISTORY     - 1944     GOOD             CGS
 BU0158
 BU0158                          STATION DESCRIPTION
 BU0158
 BU0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0158'11.1 MI W FROM LUVERNE.
 BU0158'11.1 MILES WEST ALONG STATE HIGHWAY 10 FROM THE POST OFFICE AT
 BU0158'LUVERNE, CRENSHAW COUNTY, 0.4 MILE EAST OF THE CRENSHAW-BUTLER COUNTY
 BU0158'LINE, AT THE T-JUNCTION OF A ROAD LEADING SOUTH, 54.6 FEET SOUTH OF
 BU0158'THE CENTER LINE OF THE HIGHWAY, 20.3 FEET WEST OF THE CENTER LINE OF
 BU0158'THE ROAD, AND 1.1 FEET NORTH OF A WHITE WOODEN WITNESS POST.  A
 BU0158'STANDARD DISK, STAMPED F 153 1943 AND SET IN THE TOP OF A CONCRETE
 BU0158'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BU0158
 BU0158                          STATION RECOVERY (1944)
 BU0158
 BU0158'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU0158'STATION IS A STANDARD U.S.C. AND G.S. BENCH MARK LOCATED ON THE S
 BU0158'SIDE OF STATE HIGHWAY 10 ABOUT 13 MILES E OF GREENVILLE.  IT IS
 BU0158'635.399 METERS E OF TRIANGULATION STATION PATTON, 54 FEET S
 BU0158'OF THE CENTER LINE OF HIGHWAY 10, 21 FEET W OF A FARM LANE, AND
 BU0158'1.0 FOOT N OF A WOODEN WITNESS POST.  IT IS STAMPED F 153 1943.
 BU0158'
 BU0158'TO REACH THE STATION FROM THE COURTHOUSE IN GREENVILE, GO E ON
 BU0158'STATE HIGHWAY 10 FOR 13.2 MILES TO STATION ON THE RIGHT (0.4 MILE
 BU0158'E OF THE BUTLER-CRENSHAW COUNTY LINE).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0820 ***********************************************************************
 CM0820  DESIGNATION -  F 154
 CM0820  PID         -  CM0820
 CM0820  STATE/COUNTY-  AL/RUSSELL
 CM0820  USGS QUAD   -  OMAHA (1984)
 CM0820
 CM0820                         *CURRENT SURVEY CONTROL
 CM0820  ___________________________________________________________________
 CM0820* NAD 83(1986)-  32 14 58.     (N)    085 00 16.     (W)     SCALED    
 CM0820* NAVD 88     -        85.770  (meters)     281.40   (feet)  ADJUSTED  
 CM0820  ___________________________________________________________________
 CM0820  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 CM0820  DYNAMIC HT  -          85.673 (meters)     281.08  (feet)  COMP
 CM0820  MODELED GRAV-     979,504.6   (mgal)                       NAVD 88
 CM0820
 CM0820  VERT ORDER  -  SECOND    CLASS 0
 CM0820
 CM0820.The horizontal coordinates were scaled from a topographic map and have
 CM0820.an estimated accuracy of +/- 6 seconds.
 CM0820
 CM0820.The orthometric height was determined by differential leveling
 CM0820.and adjusted by the National Geodetic Survey in June 1991..
 CM0820
 CM0820.The geoid height was determined by GEOID03.
 CM0820
 CM0820.The dynamic height is computed by dividing the NAVD 88
 CM0820.geopotential number by the normal gravity value computed on the
 CM0820.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0820.degrees latitude (g = 980.6199 gals.).
 CM0820
 CM0820.The modeled gravity was interpolated from observed gravity values.
 CM0820
 CM0820;                    North         East    Units  Estimated Accuracy
 CM0820;SPC AL E     -   194,270.      278,110.      MT  (+/- 180 meters Scaled)
 CM0820
 CM0820                          SUPERSEDED SURVEY CONTROL
 CM0820
 CM0820  NGVD 29 (??/??/92)   85.795  (m)          281.48   (f) ADJ UNCH    2 0
 CM0820
 CM0820.Superseded values are not recommended for survey control.
 CM0820.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0820.See file dsdata.txt to determine how the superseded data were derived.
 CM0820
 CM0820_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA879698(NAD 83)
 CM0820_MARKER: DB = BENCH MARK DISK
 CM0820_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0820_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0820_STAMPING: F 154 1943
 CM0820_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0820+STABILITY: SURFACE MOTION
 CM0820
 CM0820  HISTORY     - Date     Condition        Report By
 CM0820  HISTORY     - 1943     MONUMENTED       CGS
 CM0820  HISTORY     - 1952     GOOD             NGS
 CM0820
 CM0820                          STATION DESCRIPTION
 CM0820
 CM0820'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0820'6.9 MI S FROM FORT MITCHELL.
 CM0820'ABOUT 6.9 MILES SOUTH ALONG A BLACK TOP AND ROAD NOW UNDER
 CM0820'CONSTRUCTION FROM POST OFFICE AT FORT MITCHELL, AT FOOT OF A GRADE
 CM0820'AND JUNCTION OF A ROAD WEST TO A FARM HOUSE, ABOUT 0.25 MILE SOUTH
 CM0820'OF THE TOP OF A GRADE AND JUNCTION OF ROAD EAST, 42 FEET WEST OF
 CM0820'CENTER LINE OF PRESENT ROAD, 195 FEET WEST OF CENTER LINE OF
 CM0820'PROPOSED ROAD, 23 FEET NORTH OF CENTER LINE OF ROAD WEST, 1 FOOT
 CM0820'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH OLD ROAD
 CM0820'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE--
 CM0820'MARK IS ABOUT 1.9 MILES NORTH OF THE POST OFFICE AT HOLY TRINITY,
 CM0820'ABOUT 1.8 MILES NORTH OF JUNCTION OF DRIVE WEST TO HOLY TRINITY
 CM0820'CATHOLIC SEMINARY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0836 ***********************************************************************
 CM0836  DESIGNATION -  F 156
 CM0836  PID         -  CM0836
 CM0836  STATE/COUNTY-  AL/BARBOUR
 CM0836  USGS QUAD   -  TWIN SPRINGS (1985)
 CM0836
 CM0836                         *CURRENT SURVEY CONTROL
 CM0836  ___________________________________________________________________
 CM0836* NAD 83(1986)-  32 03 43.     (N)    085 05 19.     (W)     SCALED    
 CM0836* NAVD 88     -        62.349  (meters)     204.56   (feet)  ADJUSTED  
 CM0836  ___________________________________________________________________
 CM0836  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM0836  DYNAMIC HT  -          62.277 (meters)     204.32  (feet)  COMP
 CM0836  MODELED GRAV-     979,483.6   (mgal)                       NAVD 88
 CM0836
 CM0836  VERT ORDER  -  SECOND    CLASS 0
 CM0836
 CM0836.The horizontal coordinates were scaled from a topographic map and have
 CM0836.an estimated accuracy of +/- 6 seconds.
 CM0836
 CM0836.The orthometric height was determined by differential leveling
 CM0836.and adjusted by the National Geodetic Survey in June 1991..
 CM0836
 CM0836.The geoid height was determined by GEOID03.
 CM0836
 CM0836.The dynamic height is computed by dividing the NAVD 88
 CM0836.geopotential number by the normal gravity value computed on the
 CM0836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0836.degrees latitude (g = 980.6199 gals.).
 CM0836
 CM0836.The modeled gravity was interpolated from observed gravity values.
 CM0836
 CM0836;                    North         East    Units  Estimated Accuracy
 CM0836;SPC AL E     -   173,420.      270,320.      MT  (+/- 180 meters Scaled)
 CM0836
 CM0836                          SUPERSEDED SURVEY CONTROL
 CM0836
 CM0836  NGVD 29 (??/??/92)   62.388  (m)          204.68   (f) ADJ UNCH    2 0
 CM0836
 CM0836.Superseded values are not recommended for survey control.
 CM0836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0836.See file dsdata.txt to determine how the superseded data were derived.
 CM0836
 CM0836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA804489(NAD 83)
 CM0836_MARKER: DB = BENCH MARK DISK
 CM0836_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0836_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0836_STAMPING: F 156 1943
 CM0836_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0836+STABILITY: SURFACE MOTION
 CM0836
 CM0836  HISTORY     - Date     Condition        Report By
 CM0836  HISTORY     - 1943     MONUMENTED       CGS
 CM0836  HISTORY     - 1952     GOOD             NGS
 CM0836
 CM0836                          STATION DESCRIPTION
 CM0836
 CM0836'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0836'5.8 MI S FROM COTTONTON.
 CM0836'ABOUT 5.8 MILES SOUTH ALONG STATE HIGHWAY 165 FROM THE POST OFFICE
 CM0836'AT COTTONTON, ABOUT 0.1 MILE SOUTH OF BARBOUR-RUSSELL COUNTY LINE,
 CM0836'AT A CONCRETE BRIDGE OVER CEDAR CREEK, 61 FEET WEST OF NORTH END
 CM0836'OF WEST CONCRETE BANISTER OF BRIDGE, 76 FEET WEST OF CENTER LINE
 CM0836'OF HIGHWAY, 12 FEET EAST OF NORTHEAST CORNER OF A WATER POWERED
 CM0836'GRIST MILL, 2 1/2 FEET NORTH OF A CONCRETE RETAINING WALL, ABOUT
 CM0836'4 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 CM0836'POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0586 ***********************************************************************
 BT0586  DESIGNATION -  F 157 RESET
 BT0586  PID         -  BT0586
 BT0586  STATE/COUNTY-  AL/BARBOUR
 BT0586  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT0586
 BT0586                         *CURRENT SURVEY CONTROL
 BT0586  ___________________________________________________________________
 BT0586* NAD 83(1986)-  31 42 21.     (N)    085 16 30.     (W)     SCALED    
 BT0586* NAVD 88     -       159.515  (meters)     523.34   (feet)  ADJUSTED  
 BT0586  ___________________________________________________________________
 BT0586  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BT0586  DYNAMIC HT  -         159.326 (meters)     522.72  (feet)  COMP
 BT0586  MODELED GRAV-     979,453.2   (mgal)                       NAVD 88
 BT0586
 BT0586  VERT ORDER  -  SECOND    CLASS 0
 BT0586
 BT0586.The horizontal coordinates were scaled from a topographic map and have
 BT0586.an estimated accuracy of +/- 6 seconds.
 BT0586
 BT0586.The orthometric height was determined by differential leveling
 BT0586.and adjusted by the National Geodetic Survey in June 1991..
 BT0586
 BT0586.The geoid height was determined by GEOID03.
 BT0586
 BT0586.The dynamic height is computed by dividing the NAVD 88
 BT0586.geopotential number by the normal gravity value computed on the
 BT0586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0586.degrees latitude (g = 980.6199 gals.).
 BT0586
 BT0586.The modeled gravity was interpolated from observed gravity values.
 BT0586
 BT0586;                    North         East    Units  Estimated Accuracy
 BT0586;SPC AL E     -   133,820.      252,930.      MT  (+/- 180 meters Scaled)
 BT0586
 BT0586                          SUPERSEDED SURVEY CONTROL
 BT0586
 BT0586  NGVD 29 (??/??/92)  159.572  (m)          523.53   (f) ADJ UNCH    2 0
 BT0586
 BT0586.Superseded values are not recommended for survey control.
 BT0586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0586.See file dsdata.txt to determine how the superseded data were derived.
 BT0586
 BT0586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA634091(NAD 83)
 BT0586_MARKER: DB = BENCH MARK DISK
 BT0586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0586_STAMPING: F 157 1943 RESET 1952
 BT0586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0586+STABILITY: SURFACE MOTION
 BT0586
 BT0586  HISTORY     - Date     Condition        Report By
 BT0586  HISTORY     - 1952     MONUMENTED       CGS
 BT0586
 BT0586                          STATION DESCRIPTION
 BT0586
 BT0586'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0586'10.5 MI N FROM ABBEVILLE.
 BT0586'ABOUT 10.5 MILES NORTH ALONG U.S. HIGHWAY 241 FROM THE COURT HOUSE
 BT0586'AT ABBEVILLE, ABOUT 0.25 MILE NORTH OF A CHURCH AND CEMETERY, ABOUT
 BT0586'1.0 MILE SOUTH OF JUNCTION OF A BLACK TOP ROAD LEADING NORTHWEST
 BT0586'TO BAKERHILL, AT THE HENRY-BARBOUR COUNTY LINE, 51 FEET EAST OF
 BT0586'CENTER LINE OF HIGHWAY, 1 FOOT WEST OF A FENCE LINE, 287 FEET NORTH
 BT0586'OF HIGHWAY R/W MARKER POST POT 0+00 - 0+92.1 WHICH IS LOCATED AT THE
 BT0586'COUNTY LINE, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 BT0586'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0056 ***********************************************************************
 CO0056  DESIGNATION -  F 159
 CO0056  PID         -  CO0056
 CO0056  STATE/COUNTY-  AL/SUMTER
 CO0056  USGS QUAD   -  LIVINGSTON (1986)
 CO0056
 CO0056                         *CURRENT SURVEY CONTROL
 CO0056  ___________________________________________________________________
 CO0056* NAD 83(1986)-  32 32 23.     (N)    088 13 51.     (W)     SCALED    
 CO0056* NAVD 88     -        46.552  (meters)     152.73   (feet)  ADJUSTED  
 CO0056  ___________________________________________________________________
 CO0056  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CO0056  DYNAMIC HT  -          46.498 (meters)     152.55  (feet)  COMP
 CO0056  MODELED GRAV-     979,487.5   (mgal)                       NAVD 88
 CO0056
 CO0056  VERT ORDER  -  FIRST     CLASS II
 CO0056
 CO0056.The horizontal coordinates were scaled from a topographic map and have
 CO0056.an estimated accuracy of +/- 6 seconds.
 CO0056
 CO0056.The orthometric height was determined by differential leveling
 CO0056.and adjusted by the National Geodetic Survey in June 1991..
 CO0056
 CO0056.The geoid height was determined by GEOID03.
 CO0056
 CO0056.The dynamic height is computed by dividing the NAVD 88
 CO0056.geopotential number by the normal gravity value computed on the
 CO0056.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0056.degrees latitude (g = 980.6199 gals.).
 CO0056
 CO0056.The modeled gravity was interpolated from observed gravity values.
 CO0056
 CO0056;                    North         East    Units  Estimated Accuracy
 CO0056;SPC AL W     -   281,810.      531,350.      MT  (+/- 180 meters Scaled)
 CO0056
 CO0056                          SUPERSEDED SURVEY CONTROL
 CO0056
 CO0056  NGVD 29 (??/??/92)   46.520  (m)          152.62   (f) ADJ UNCH    1 2
 CO0056
 CO0056.Superseded values are not recommended for survey control.
 CO0056.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0056.See file dsdata.txt to determine how the superseded data were derived.
 CO0056
 CO0056_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB844009(NAD 83)
 CO0056_MARKER: DB = BENCH MARK DISK
 CO0056_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0056_SP_SET: CULVERT
 CO0056_STAMPING: F 159 1944
 CO0056_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0056
 CO0056  HISTORY     - Date     Condition        Report By
 CO0056  HISTORY     - 1944     MONUMENTED       CGS
 CO0056
 CO0056                          STATION DESCRIPTION
 CO0056
 CO0056'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CO0056'3.9 MI SW FROM LIVINGSTON.
 CO0056'3.9 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CO0056'LIVINGSTON, SUMTER COUNTY, 0.1 MILE NORTHEAST OF MILEPOST 263, AT A
 CO0056'CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE NORTHWEST
 CO0056'HEADWALL, 21 FEET NORTHWEST OF THE CENTERLINE OF THE TRACK, AND 6 FEET
 CO0056'LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1891 ***********************************************************************
 DH1891  DESIGNATION -  F 161
 DH1891  PID         -  DH1891
 DH1891  STATE/COUNTY-  AL/TUSCALOOSA
 DH1891  USGS QUAD   -  ENGLEWOOD (1983)
 DH1891
 DH1891                         *CURRENT SURVEY CONTROL
 DH1891  ___________________________________________________________________
 DH1891* NAD 83(1986)-  33 02 38.     (N)    087 36 01.     (W)     SCALED    
 DH1891* NAVD 88     -        38.916  (meters)     127.68   (feet)  ADJUSTED  
 DH1891  ___________________________________________________________________
 DH1891  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH1891  DYNAMIC HT  -          38.872 (meters)     127.53  (feet)  COMP
 DH1891  MODELED GRAV-     979,530.2   (mgal)                       NAVD 88
 DH1891
 DH1891  VERT ORDER  -  FIRST     CLASS II
 DH1891
 DH1891.The horizontal coordinates were scaled from a topographic map and have
 DH1891.an estimated accuracy of +/- 6 seconds.
 DH1891
 DH1891.The orthometric height was determined by differential leveling
 DH1891.and adjusted by the National Geodetic Survey in June 1991..
 DH1891
 DH1891.The geoid height was determined by GEOID03.
 DH1891
 DH1891.The dynamic height is computed by dividing the NAVD 88
 DH1891.geopotential number by the normal gravity value computed on the
 DH1891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1891.degrees latitude (g = 980.6199 gals.).
 DH1891
 DH1891.The modeled gravity was interpolated from observed gravity values.
 DH1891
 DH1891;                    North         East    Units  Estimated Accuracy
 DH1891;SPC AL W     -   337,480.      590,630.      MT  (+/- 180 meters Scaled)
 DH1891
 DH1891                          SUPERSEDED SURVEY CONTROL
 DH1891
 DH1891  NGVD 29 (??/??/92)   38.885  (m)          127.58   (f) ADJ UNCH    1 2
 DH1891
 DH1891.Superseded values are not recommended for survey control.
 DH1891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1891.See file dsdata.txt to determine how the superseded data were derived.
 DH1891
 DH1891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB439563(NAD 83)
 DH1891_MARKER: DB = BENCH MARK DISK
 DH1891_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1891_SP_SET: SEMAPHORE
 DH1891_STAMPING: F 161 1944
 DH1891_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1891
 DH1891  HISTORY     - Date     Condition        Report By
 DH1891  HISTORY     - 1944     MONUMENTED       CGS
 DH1891  HISTORY     - 1969     MARK NOT FOUND   NGS
 DH1891
 DH1891                          STATION DESCRIPTION
 DH1891
 DH1891'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1891'0.9 MI S FROM HULL.
 DH1891'0.9 MILE SOUTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT HULL,
 DH1891'TUSCALOOSA COUNTY, 3.6 MILES NORTHEAST OF MOUNDSVILLE, 450 FEET NORTH
 DH1891'OF THE NORTH END OF BRIDGE 209.7, 18 FEET EAST OF AND 2 FEET BELOW THE
 DH1891'CENTERLINE OF THE TRACK, SET HORIZONTALLY IN A DRILL HOLE IN THE
 DH1891'SOUTHEAST CORNER OF AN ABANDONED SEMAPHORE SIGNAL BASE.
 DH1891
 DH1891                          STATION RECOVERY (1969)
 DH1891
 DH1891'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 DH1891'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1020 ***********************************************************************
 DH1020  DESIGNATION -  F 162
 DH1020  PID         -  DH1020
 DH1020  STATE/COUNTY-  AL/JEFFERSON
 DH1020  USGS QUAD   -  ADAMSVILLE (1993)
 DH1020
 DH1020                         *CURRENT SURVEY CONTROL
 DH1020  ___________________________________________________________________
 DH1020* NAD 83(1986)-  33 31 44.     (N)    086 52 43.     (W)     SCALED    
 DH1020* NAVD 88     -       165.028  (meters)     541.43   (feet)  ADJUSTED  
 DH1020  ___________________________________________________________________
 DH1020  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH1020  DYNAMIC HT  -         164.846 (meters)     540.83  (feet)  COMP
 DH1020  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 DH1020
 DH1020  VERT ORDER  -  FIRST     CLASS II
 DH1020
 DH1020.The horizontal coordinates were scaled from a topographic map and have
 DH1020.an estimated accuracy of +/- 6 seconds.
 DH1020
 DH1020.The orthometric height was determined by differential leveling
 DH1020.and adjusted by the National Geodetic Survey in June 1991..
 DH1020
 DH1020.The geoid height was determined by GEOID03.
 DH1020
 DH1020.The dynamic height is computed by dividing the NAVD 88
 DH1020.geopotential number by the normal gravity value computed on the
 DH1020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1020.degrees latitude (g = 980.6199 gals.).
 DH1020
 DH1020.The modeled gravity was interpolated from observed gravity values.
 DH1020
 DH1020;                    North         East    Units  Estimated Accuracy
 DH1020;SPC AL W     -   391,440.      657,720.      MT  (+/- 180 meters Scaled)
 DH1020
 DH1020                          SUPERSEDED SURVEY CONTROL
 DH1020
 DH1020.No superseded survey control is available for this station.
 DH1020
 DH1020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC112099(NAD 83)
 DH1020_MARKER: DB = BENCH MARK DISK
 DH1020_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1020_SP_SET: CULVERT
 DH1020_STAMPING: F 162 1943
 DH1020_MARK LOGO: CGS   
 DH1020_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1020
 DH1020  HISTORY     - Date     Condition        Report By
 DH1020  HISTORY     - 1943     MONUMENTED       CGS
 DH1020  HISTORY     - 1980     GOOD             NGS
 DH1020
 DH1020                          STATION DESCRIPTION
 DH1020
 DH1020'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DH1020'2.3 MI W FROM FINLEY.
 DH1020'2.3 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT FINLEY,
 DH1020'JEFFERSON COUNTY, AT A PAVED-STREET CROSSING, 62 FEET EAST OF THE
 DH1020'CENTER LINE OF THE PAVED STREET, AT A DOUBLE 4-FOOT CONCRETE-PIPE
 DH1020'CULVERT, IN THE TOP OF THE NORTH HEAD WALL, 1 FOOT EAST OF THE WEST
 DH1020'END, 10.6 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND ABOUT 1 FOOT
 DH1020'LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED F 162 1943.
 DH1020
 DH1020                          STATION RECOVERY (1980)
 DH1020
 DH1020'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH1020'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 DH1020'IN PLATT CITY, AT THE SOUTHERN RAILWAY RAILROAD CROSSING AVENUE W,
 DH1020'BETWEEN THE JUNCTIONS OF 5TH AND 6TH STREETS, IN THE WEST END OF THE
 DH1020'NORTH HEADWALL OF A DOUBLE PIPE CONCRETE CULVERT UNDER THE SOUTHERN
 DH1020'RAILROAD, THE CENTER TRACK, ONE OF THREE TRACKS CROSSING AVENUE W,
 DH1020'16.77 METERS (55 FEET) EAST OF THE CENTER LINE OF AVENUE W, 7.16
 DH1020'METERS (22.5 FEET) SOUTHEAST OF A TELEGRAPH POLE WITH POWER LINES
 DH1020'CROSSING THE AVENUE, 2.74 METERS (9.0 FEET) NORTH OF THE NORTH RAIL,
 DH1020'0.3 METER (1 FOOT) EAST OF THE WEST END OF THE NORTH HEADWALL OF THE
 DH1020'CULVERT.
 DH1020'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 DH1020'THE MARK IS 0.3 M BELOW TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0699 ***********************************************************************
 DH0699  DESIGNATION -  F 163
 DH0699  PID         -  DH0699
 DH0699  STATE/COUNTY-  AL/SHELBY
 DH0699  USGS QUAD   -  GREENWOOD (1978)
 DH0699
 DH0699                         *CURRENT SURVEY CONTROL
 DH0699  ___________________________________________________________________
 DH0699* NAD 83(1986)-  33 15 34.     (N)    086 56 41.     (W)     SCALED    
 DH0699* NAVD 88     -       126.399  (meters)     414.69   (feet)  ADJUSTED  
 DH0699  ___________________________________________________________________
 DH0699  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0699  DYNAMIC HT  -         126.258 (meters)     414.23  (feet)  COMP
 DH0699  MODELED GRAV-     979,522.5   (mgal)                       NAVD 88
 DH0699
 DH0699  VERT ORDER  -  FIRST     CLASS II
 DH0699
 DH0699.The horizontal coordinates were scaled from a topographic map and have
 DH0699.an estimated accuracy of +/- 6 seconds.
 DH0699
 DH0699.The orthometric height was determined by differential leveling
 DH0699.and adjusted by the National Geodetic Survey in June 1991..
 DH0699
 DH0699.The geoid height was determined by GEOID03.
 DH0699
 DH0699.The dynamic height is computed by dividing the NAVD 88
 DH0699.geopotential number by the normal gravity value computed on the
 DH0699.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0699.degrees latitude (g = 980.6199 gals.).
 DH0699
 DH0699.The modeled gravity was interpolated from observed gravity values.
 DH0699
 DH0699;                    North         East    Units  Estimated Accuracy
 DH0699;SPC AL W     -   361,520.      651,740.      MT  (+/- 180 meters Scaled)
 DH0699
 DH0699                          SUPERSEDED SURVEY CONTROL
 DH0699
 DH0699  NGVD 29 (??/??/92)  126.357  (m)          414.56   (f) ADJ UNCH    1 2
 DH0699
 DH0699.Superseded values are not recommended for survey control.
 DH0699.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0699.See file dsdata.txt to determine how the superseded data were derived.
 DH0699
 DH0699_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB051800(NAD 83)
 DH0699_MARKER: DB = BENCH MARK DISK
 DH0699_SETTING: 80 = SET IN A BOULDER
 DH0699_SP_SET: BOULDER
 DH0699_STAMPING: F 163 1944
 DH0699_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0699+STABILITY: SURFACE MOTION
 DH0699
 DH0699  HISTORY     - Date     Condition        Report By
 DH0699  HISTORY     - 1944     MONUMENTED       CGS
 DH0699
 DH0699                          STATION DESCRIPTION
 DH0699
 DH0699'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0699'5.3 MI N FROM GURNEE JUNCTION.
 DH0699'5.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT GURNEE
 DH0699'JUNCTION, SHELBY COUNTY, 0.2 MILE SOUTHWEST OF MILEPOST 22, AT THE
 DH0699'NORTHEAST END OF A CUT, 12.5 FEET SOUTHEAST OF THE SOUTHEAST RAIL, IN
 DH0699'THE TOP OF A BOULDER, AND ABOUT 4 FEET HIGHER THAN THE TRACK.  A
 DH0699'STANDARD DISK, STAMPED F 163 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0733 ***********************************************************************
 DH0733  DESIGNATION -  F 164
 DH0733  PID         -  DH0733
 DH0733  STATE/COUNTY-  AL/SHELBY
 DH0733  USGS QUAD   -  ALDRICH (1979)
 DH0733
 DH0733                         *CURRENT SURVEY CONTROL
 DH0733  ___________________________________________________________________
 DH0733* NAD 83(1986)-  33 05 13.     (N)    086 53 20.     (W)     SCALED    
 DH0733* NAVD 88     -       116.062  (meters)     380.78   (feet)  ADJUSTED  
 DH0733  ___________________________________________________________________
 DH0733  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0733  DYNAMIC HT  -         115.930 (meters)     380.35  (feet)  COMP
 DH0733  MODELED GRAV-     979,503.6   (mgal)                       NAVD 88
 DH0733
 DH0733  VERT ORDER  -  FIRST     CLASS II
 DH0733
 DH0733.The horizontal coordinates were scaled from a topographic map and have
 DH0733.an estimated accuracy of +/- 6 seconds.
 DH0733
 DH0733.The orthometric height was determined by differential leveling
 DH0733.and adjusted by the National Geodetic Survey in June 1991..
 DH0733
 DH0733.The geoid height was determined by GEOID03.
 DH0733
 DH0733.The dynamic height is computed by dividing the NAVD 88
 DH0733.geopotential number by the normal gravity value computed on the
 DH0733.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0733.degrees latitude (g = 980.6199 gals.).
 DH0733
 DH0733.The modeled gravity was interpolated from observed gravity values.
 DH0733
 DH0733;                    North         East    Units  Estimated Accuracy
 DH0733;SPC AL W     -   342,420.      657,050.      MT  (+/- 180 meters Scaled)
 DH0733
 DH0733                          SUPERSEDED SURVEY CONTROL
 DH0733
 DH0733  NGVD 29 (??/??/92)  116.021  (m)          380.65   (f) ADJ UNCH    1 2
 DH0733
 DH0733.Superseded values are not recommended for survey control.
 DH0733.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0733.See file dsdata.txt to determine how the superseded data were derived.
 DH0733
 DH0733_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB103609(NAD 83)
 DH0733_MARKER: DB = BENCH MARK DISK
 DH0733_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0733_SP_SET: BRIDGE
 DH0733_STAMPING: F 164 1944
 DH0733_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0733
 DH0733  HISTORY     - Date     Condition        Report By
 DH0733  HISTORY     - 1944     MONUMENTED       CGS
 DH0733  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0733
 DH0733                          STATION DESCRIPTION
 DH0733
 DH0733'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0733'0.8 MI NW FROM WILTON.
 DH0733'0.8 MILE NORTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DH0733'WILTON, SHELBY COUNTY, 0.2 MILE EAST OF MILEPOST 1, AT A BRIDGE OVER
 DH0733'SHOAL CREEK, IN THE TOP OF THE NORTH END OF THE WEST CONCRETE
 DH0733'ABUTMENT, 8.3 FEET NORTH OF THE CENTER LINE OF THE TRACK, AND LEVEL
 DH0733'WITH THE TRACK.  A STANDARD DISK, STAMPED F 164 1944.
 DH0733
 DH0733                          STATION RECOVERY (1975)
 DH0733
 DH0733'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0733'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1088 ***********************************************************************
 DH1088  DESIGNATION -  F 165
 DH1088  PID         -  DH1088
 DH1088  STATE/COUNTY-  AL/JEFFERSON
 DH1088  USGS QUAD   -  PINSON (1979)
 DH1088
 DH1088                         *CURRENT SURVEY CONTROL
 DH1088  ___________________________________________________________________
 DH1088* NAD 83(1986)-  33 42 24.     (N)    086 44 09.     (W)     SCALED    
 DH1088* NAVD 88     -       138.372  (meters)     453.98   (feet)  ADJUSTED  
 DH1088  ___________________________________________________________________
 DH1088  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH1088  DYNAMIC HT  -         138.220 (meters)     453.48  (feet)  COMP
 DH1088  MODELED GRAV-     979,537.9   (mgal)                       NAVD 88
 DH1088
 DH1088  VERT ORDER  -  FIRST     CLASS II
 DH1088
 DH1088.The horizontal coordinates were scaled from a topographic map and have
 DH1088.an estimated accuracy of +/- 6 seconds.
 DH1088
 DH1088.The orthometric height was determined by differential leveling
 DH1088.and adjusted by the National Geodetic Survey in June 1991..
 DH1088
 DH1088.The geoid height was determined by GEOID03.
 DH1088
 DH1088.The dynamic height is computed by dividing the NAVD 88
 DH1088.geopotential number by the normal gravity value computed on the
 DH1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1088.degrees latitude (g = 980.6199 gals.).
 DH1088
 DH1088.The modeled gravity was interpolated from observed gravity values.
 DH1088
 DH1088;                    North         East    Units  Estimated Accuracy
 DH1088;SPC AL W     -   411,250.      670,840.      MT  (+/- 180 meters Scaled)
 DH1088
 DH1088                          SUPERSEDED SURVEY CONTROL
 DH1088
 DH1088  NGVD 29 (??/??/92)  138.338  (m)          453.86   (f) ADJ UNCH    1 2
 DH1088
 DH1088.Superseded values are not recommended for survey control.
 DH1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1088.See file dsdata.txt to determine how the superseded data were derived.
 DH1088
 DH1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC244296(NAD 83)
 DH1088_MARKER: DB = BENCH MARK DISK
 DH1088_SETTING: 65 = SET IN UNSPECIFIED ROCK OR BOULDER
 DH1088_SP_SET: UNSPECIFIED ROCK
 DH1088_STAMPING: F 165 1944
 DH1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1088
 DH1088  HISTORY     - Date     Condition        Report By
 DH1088  HISTORY     - 1944     MONUMENTED       CGS
 DH1088  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1088
 DH1088                          STATION DESCRIPTION
 DH1088
 DH1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1088'4.8 MI N FROM NEWCASTLE.
 DH1088'ABOUT 4.8 MILES NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1088'FROM THE STATION AT NEWCASTLE.  ABOUT 0.1 MILE SOUTH OF MILE-POST 376,
 DH1088'30.0 FEET EAST OF AND ABOUT 4.0 FEET ABOVE THE CENTER LINE OF THE MAIN
 DH1088'TRACK, SET IN THE TOP OF A PROJECTION OF ROCK ON THE SOUTH SIDE OF A
 DH1088'SMALL HILL.
 DH1088
 DH1088                          STATION RECOVERY (1982)
 DH1088
 DH1088'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1088'NOT RECOVERED, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1041 ***********************************************************************
 DH1041  DESIGNATION -  F 166
 DH1041  PID         -  DH1041
 DH1041  STATE/COUNTY-  AL/BLOUNT
 DH1041  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1041
 DH1041                         *CURRENT SURVEY CONTROL
 DH1041  ___________________________________________________________________
 DH1041* NAD 83(1986)-  33 53 20.     (N)    086 45 38.     (W)     SCALED    
 DH1041* NAVD 88     -       168.648  (meters)     553.31   (feet)  ADJUSTED  
 DH1041  ___________________________________________________________________
 DH1041  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DH1041  DYNAMIC HT  -         168.469 (meters)     552.72  (feet)  COMP
 DH1041  MODELED GRAV-     979,570.9   (mgal)                       NAVD 88
 DH1041
 DH1041  VERT ORDER  -  FIRST     CLASS II
 DH1041
 DH1041.The horizontal coordinates were scaled from a topographic map and have
 DH1041.an estimated accuracy of +/- 6 seconds.
 DH1041
 DH1041.The orthometric height was determined by differential leveling
 DH1041.and adjusted by the National Geodetic Survey in June 1991..
 DH1041
 DH1041.The geoid height was determined by GEOID03.
 DH1041
 DH1041.The dynamic height is computed by dividing the NAVD 88
 DH1041.geopotential number by the normal gravity value computed on the
 DH1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1041.degrees latitude (g = 980.6199 gals.).
 DH1041
 DH1041.The modeled gravity was interpolated from observed gravity values.
 DH1041
 DH1041;                    North         East    Units  Estimated Accuracy
 DH1041;SPC AL W     -   431,440.      668,400.      MT  (+/- 180 meters Scaled)
 DH1041
 DH1041                          SUPERSEDED SURVEY CONTROL
 DH1041
 DH1041  NGVD 29 (??/??/92)  168.614  (m)          553.19   (f) ADJ UNCH    1 2
 DH1041
 DH1041.Superseded values are not recommended for survey control.
 DH1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1041.See file dsdata.txt to determine how the superseded data were derived.
 DH1041
 DH1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC221498(NAD 83)
 DH1041_MARKER: DB = BENCH MARK DISK
 DH1041_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1041_SP_SET: BRIDGE
 DH1041_STAMPING: F 166 1944
 DH1041_MARK LOGO: CGS   
 DH1041_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1041
 DH1041  HISTORY     - Date     Condition        Report By
 DH1041  HISTORY     - 1944     MONUMENTED       CGS
 DH1041  HISTORY     - 1947     GOOD             NGS
 DH1041  HISTORY     - 1982     GOOD             NGS
 DH1041
 DH1041                          STATION DESCRIPTION
 DH1041
 DH1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1041'0.3 MI S FROM HAYDEN.
 DH1041'ABOUT 0.3 MILE SOUTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1041'FROM THE STATION AT HAYDEN, AT A CONCRETE BRIDGE OVER A COUNTY ROAD,
 DH1041'55.0 FEET SOUTHEAST ACROSS THE TRACKS FROM MILE-POST 363, 25 FEET EAST
 DH1041'OF AND ABOUT 8.0 FEET BELOW THE CENTER LINE OF THE EAST TRACK, SET IN
 DH1041'THE SOUTH END OF THE EAST HEADWALL OF THE BRIDGE.
 DH1041
 DH1041                          STATION RECOVERY (1947)
 DH1041
 DH1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1947
 DH1041'RECOVERED IN GOOD CONDITION.
 DH1041
 DH1041                          STATION RECOVERY (1982)
 DH1041
 DH1041'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1041'RECOVERED IN GOOD CONDITION, NOTE, NOT LEVELED AT THIS TIME, LEVEL
 DH1041'LINE REROUTED ALONG HIGHWAY 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0438 ***********************************************************************
 EF0438  DESIGNATION -  F 167
 EF0438  PID         -  EF0438
 EF0438  STATE/COUNTY-  AL/CULLMAN
 EF0438  USGS QUAD   -  HANCEVILLE (1993)
 EF0438
 EF0438                         *CURRENT SURVEY CONTROL
 EF0438  ___________________________________________________________________
 EF0438* NAD 83(1986)-  34 06 40.     (N)    086 47 59.     (W)     SCALED    
 EF0438* NAVD 88     -       208.510  (meters)     684.09   (feet)  ADJUSTED  
 EF0438  ___________________________________________________________________
 EF0438  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 EF0438  DYNAMIC HT  -         208.294 (meters)     683.38  (feet)  COMP
 EF0438  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 EF0438
 EF0438  VERT ORDER  -  FIRST     CLASS II
 EF0438
 EF0438.The horizontal coordinates were scaled from a topographic map and have
 EF0438.an estimated accuracy of +/- 6 seconds.
 EF0438
 EF0438.The orthometric height was determined by differential leveling
 EF0438.and adjusted by the National Geodetic Survey in June 1991..
 EF0438
 EF0438.The geoid height was determined by GEOID03.
 EF0438
 EF0438.The dynamic height is computed by dividing the NAVD 88
 EF0438.geopotential number by the normal gravity value computed on the
 EF0438.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0438.degrees latitude (g = 980.6199 gals.).
 EF0438
 EF0438.The modeled gravity was interpolated from observed gravity values.
 EF0438
 EF0438;                    North         East    Units  Estimated Accuracy
 EF0438;SPC AL W     -   456,060.      664,610.      MT  (+/- 180 meters Scaled)
 EF0438
 EF0438                          SUPERSEDED SURVEY CONTROL
 EF0438
 EF0438  NGVD 29 (??/??/92)  208.476  (m)          683.98   (f) ADJ UNCH    1 2
 EF0438
 EF0438.Superseded values are not recommended for survey control.
 EF0438.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0438.See file dsdata.txt to determine how the superseded data were derived.
 EF0438
 EF0438_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC184744(NAD 83)
 EF0438_MARKER: DB = BENCH MARK DISK
 EF0438_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0438_SP_SET: CONCRETE BASE
 EF0438_STAMPING: F 167 1944
 EF0438_MARK LOGO: CGS   
 EF0438_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0438
 EF0438  HISTORY     - Date     Condition        Report By
 EF0438  HISTORY     - 1944     MONUMENTED       CGS
 EF0438  HISTORY     - 1982     GOOD             NGS
 EF0438
 EF0438                          STATION DESCRIPTION
 EF0438
 EF0438'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0438'4.5 MI N FROM HANCEVILLE.
 EF0438'ABOUT 4.5 MILES NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0438'FROM THE STATION AT HANCEVILLE, AT A COUNTY ROAD BRIDGE OVER THE
 EF0438'RAILROAD, ABOUT 120 FEET SOUTH OF MILE-POST 345, 12.0 FEET EAST OF AND
 EF0438'ABOUT 2.0 FEET ABOVE THE CENTER LINE OF THE EAST TRACK, SET VERTICALLY
 EF0438'IN THE WEST SIDE OF THE CONCRETE BASE OF THE SOUTH PIER OF THE BRIDGE
 EF0438'ON THE EAST SIDE OF THE TRACK.
 EF0438
 EF0438                          STATION RECOVERY (1982)
 EF0438
 EF0438'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0438'RECOVERED IN GOOD CONDITION, NOT LEVELED TO THIS SURVEY AS THE LEVEL
 EF0438'LINE WAS REROUTED ALONG HIGHWAY 31.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0405 ***********************************************************************
 EF0405  DESIGNATION -  F 168
 EF0405  PID         -  EF0405
 EF0405  STATE/COUNTY-  AL/MORGAN
 EF0405  USGS QUAD   -  FALKVILLE (1982)
 EF0405
 EF0405                         *CURRENT SURVEY CONTROL
 EF0405  ___________________________________________________________________
 EF0405* NAD 83(1986)-  34 22 06.     (N)    086 54 29.     (W)     SCALED    
 EF0405* NAVD 88     -       186.203  (meters)     610.90   (feet)  ADJUSTED  
 EF0405  ___________________________________________________________________
 EF0405  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EF0405  DYNAMIC HT  -         186.015 (meters)     610.28  (feet)  COMP
 EF0405  MODELED GRAV-     979,620.9   (mgal)                       NAVD 88
 EF0405
 EF0405  VERT ORDER  -  FIRST     CLASS II
 EF0405
 EF0405.The horizontal coordinates were scaled from a topographic map and have
 EF0405.an estimated accuracy of +/- 6 seconds.
 EF0405
 EF0405.The orthometric height was determined by differential leveling
 EF0405.and adjusted by the National Geodetic Survey in June 1991..
 EF0405.WARNING-Repeat measurements at this control monument indicate possible
 EF0405.vertical movement.
 EF0405
 EF0405.The geoid height was determined by GEOID03.
 EF0405
 EF0405.The dynamic height is computed by dividing the NAVD 88
 EF0405.geopotential number by the normal gravity value computed on the
 EF0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0405.degrees latitude (g = 980.6199 gals.).
 EF0405
 EF0405.The modeled gravity was interpolated from observed gravity values.
 EF0405
 EF0405;                    North         East    Units  Estimated Accuracy
 EF0405;SPC AL W     -   484,530.      654,450.      MT  (+/- 180 meters Scaled)
 EF0405
 EF0405                          SUPERSEDED SURVEY CONTROL
 EF0405
 EF0405.No superseded survey control is available for this station.
 EF0405
 EF0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED084030(NAD 83)
 EF0405_MARKER: DB = BENCH MARK DISK
 EF0405_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0405_SP_SET: WALL
 EF0405_STAMPING: F 168 1944
 EF0405_MARK LOGO: CGS   
 EF0405_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0405_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0405+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 EF0405
 EF0405  HISTORY     - Date     Condition        Report By
 EF0405  HISTORY     - 1944     MONUMENTED       CGS
 EF0405  HISTORY     - 1950     GOOD             NGS
 EF0405  HISTORY     - 1980     GOOD             LOCSUR
 EF0405  HISTORY     - 1982     GOOD             NGS
 EF0405  HISTORY     - 20040723 GOOD             GEOCAC
 EF0405  HISTORY     - 20050525 GOOD             ALHD
 EF0405
 EF0405                          STATION DESCRIPTION
 EF0405
 EF0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0405'IN FALKVILLE.
 EF0405'THE MARK IS SET VERTICALLY IN THE EAST WALL OF THE CITY HALL AND FIRE
 EF0405'STATION, 1.0 FOOT SOUTH OF THE FIRE STATION DOOR AND 4.5 FEET ABOVE
 EF0405'THE SIDE WALK.
 EF0405
 EF0405                          STATION RECOVERY (1950)
 EF0405
 EF0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0405'RECOVERED IN GOOD CONDITION.
 EF0405
 EF0405                          STATION RECOVERY (1980)
 EF0405
 EF0405'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EF0405'RECOVERED IN GOOD CONDITION.
 EF0405
 EF0405                          STATION RECOVERY (1982)
 EF0405
 EF0405'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0405'RECOVERED IN GOOD CONDITION, NOTE, SET VERTICALLY IN THE CORNER OF THE
 EF0405'BRICK WALL OFFSET, JUST EAST OF THE CITY WATER TANK.
 EF0405
 EF0405                          STATION RECOVERY (2004)
 EF0405
 EF0405'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 EF0405'MARK HAS A 15 PERCENT OF THE RIGHT SIDE COVERED BY BRICK AND MORTAR.
 EF0405'ALL
 EF0405' 
 EF0405' 
 EF0405'SIGNIFICANT INFORMATION IS CLEAR.
 EF0405
 EF0405                          STATION RECOVERY (2005)
 EF0405
 EF0405'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0405'THE BUILDING IS NOW THE FALKVILLE PUBLIC LIBRARY AND A WALL HAS BEEN
 EF0405'ADDED WITH THE DISK IN A CORNER
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1505 ***********************************************************************
 DH1505  DESIGNATION -  F 169
 DH1505  PID         -  DH1505
 DH1505  STATE/COUNTY-  AL/WALKER
 DH1505  USGS QUAD   -  CORDOVA (1983)
 DH1505
 DH1505                         *CURRENT SURVEY CONTROL
 DH1505  ___________________________________________________________________
 DH1505* NAD 83(1986)-  33 50 42.     (N)    087 12 01.     (W)     SCALED    
 DH1505* NAVD 88     -       116.983  (meters)     383.80   (feet)  ADJUSTED  
 DH1505  ___________________________________________________________________
 DH1505  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 DH1505  DYNAMIC HT  -         116.863 (meters)     383.41  (feet)  COMP
 DH1505  MODELED GRAV-     979,611.0   (mgal)                       NAVD 88
 DH1505
 DH1505  VERT ORDER  -  SECOND    CLASS 0
 DH1505
 DH1505.The horizontal coordinates were scaled from a topographic map and have
 DH1505.an estimated accuracy of +/- 6 seconds.
 DH1505
 DH1505.The orthometric height was determined by differential leveling
 DH1505.and adjusted by the National Geodetic Survey in June 1991..
 DH1505
 DH1505.The geoid height was determined by GEOID03.
 DH1505
 DH1505.The dynamic height is computed by dividing the NAVD 88
 DH1505.geopotential number by the normal gravity value computed on the
 DH1505.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1505.degrees latitude (g = 980.6199 gals.).
 DH1505
 DH1505.The modeled gravity was interpolated from observed gravity values.
 DH1505
 DH1505;                    North         East    Units  Estimated Accuracy
 DH1505;SPC AL W     -   426,370.      627,740.      MT  (+/- 180 meters Scaled)
 DH1505
 DH1505                          SUPERSEDED SURVEY CONTROL
 DH1505
 DH1505  NGVD 29 (??/??/92)  116.957  (m)          383.72   (f) ADJ UNCH    2 0
 DH1505
 DH1505.Superseded values are not recommended for survey control.
 DH1505.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1505.See file dsdata.txt to determine how the superseded data were derived.
 DH1505
 DH1505_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC814449(NAD 83)
 DH1505_MARKER: DB = BENCH MARK DISK
 DH1505_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1505_SP_SET: CULVERT
 DH1505_STAMPING: F 169 1944
 DH1505_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1505
 DH1505  HISTORY     - Date     Condition        Report By
 DH1505  HISTORY     - 1944     MONUMENTED       CGS
 DH1505
 DH1505                          STATION DESCRIPTION
 DH1505
 DH1505'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1505'4.6 MI E FROM JASPER.
 DH1505'ABOUT 4.6 MILES EASTERLY ALONG STATE HIGHWAY 69 FROM THE COURT HOUSE
 DH1505'AT JASPER, 29.0 FEET SOUTH OF AND ABOUT 6.0 FEET BELOW THE CENTER LINE
 DH1505'OF THE HIGHWAY AND SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE
 DH1505'SOUTH HEADWALL OF A CONCRETE CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0411 ***********************************************************************
 BU0411  DESIGNATION -  F 17
 BU0411  PID         -  BU0411
 BU0411  STATE/COUNTY-  AL/ESCAMBIA
 BU0411  USGS QUAD   -  DAMASCUS (1982)
 BU0411
 BU0411                         *CURRENT SURVEY CONTROL
 BU0411  ___________________________________________________________________
 BU0411* NAD 83(1986)-  31 09 33.     (N)    086 46 19.     (W)     SCALED    
 BU0411* NAVD 88     -        36.589  (meters)     120.04   (feet)  ADJUSTED  
 BU0411  ___________________________________________________________________
 BU0411  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BU0411  DYNAMIC HT  -          36.545 (meters)     119.90  (feet)  COMP
 BU0411  MODELED GRAV-     979,419.3   (mgal)                       NAVD 88
 BU0411
 BU0411  VERT ORDER  -  SECOND    CLASS 0
 BU0411
 BU0411.The horizontal coordinates were scaled from a topographic map and have
 BU0411.an estimated accuracy of +/- 6 seconds.
 BU0411
 BU0411.The orthometric height was determined by differential leveling
 BU0411.and adjusted by the National Geodetic Survey in June 1991..
 BU0411
 BU0411.The geoid height was determined by GEOID03.
 BU0411
 BU0411.The dynamic height is computed by dividing the NAVD 88
 BU0411.geopotential number by the normal gravity value computed on the
 BU0411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0411.degrees latitude (g = 980.6199 gals.).
 BU0411
 BU0411.The modeled gravity was interpolated from observed gravity values.
 BU0411
 BU0411;                    North         East    Units  Estimated Accuracy
 BU0411;SPC AL W     -   128,730.      669,410.      MT  (+/- 180 meters Scaled)
 BU0411
 BU0411                          SUPERSEDED SURVEY CONTROL
 BU0411
 BU0411  NGVD 29 (??/??/92)   36.622  (m)          120.15   (f) ADJ UNCH    2 0
 BU0411
 BU0411.Superseded values are not recommended for survey control.
 BU0411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0411.See file dsdata.txt to determine how the superseded data were derived.
 BU0411
 BU0411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV217472(NAD 83)
 BU0411_MARKER: DB = BENCH MARK DISK
 BU0411_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0411_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0411_STAMPING: F 17 1934
 BU0411_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0411+STABILITY: SURFACE MOTION
 BU0411
 BU0411  HISTORY     - Date     Condition        Report By
 BU0411  HISTORY     - 1934     MONUMENTED       CGS
 BU0411  HISTORY     - 1955     GOOD             NGS
 BU0411
 BU0411                          STATION DESCRIPTION
 BU0411
 BU0411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0411'22.9 MI SW FROM ANDALUSIA.
 BU0411'22.9 MILES SOUTHWEST ALONG U. S. HIGHWAY 29 FROM THE POST OFFICE AT
 BU0411'ANDALUSIA, 21.05 MILES NORTHEAST OF THE LOUISVILLE AND NASHVILLE
 BU0411'RAILROAD STATION AT BREWTON, 1.6 MILES NORTHEAST OF A BRIDGE OVER THE
 BU0411'CONECUH RIVER, 81 FEET SOUTH OF THE CENTER LINE OF 29, 371 FEET
 BU0411'SOUTHWEST OF THE SOUTHWEST CORNER OF THE MOST EASTERLY OF SEVERAL
 BU0411'CONCRETE BRIDGES, 66 FEET EAST OF THE CENTER LINE OF A DIM DRIVE
 BU0411'SOUTH, 73 FEET WEST OF A 20-INCH CEDAR TREE, 40 1/2 FEET SOUTH OF A
 BU0411'POWER POLE, 38 FEET WEST OF THE WEST SIDE OF A SMALL UNPAINTED HOUSE,
 BU0411'1 FOOT NORTH OF A FENCE, ABOUT LEVEL WITH 29 AND SET IN THE TOP OF A
 BU0411'CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0576 ***********************************************************************
 EF0576  DESIGNATION -  F 170
 EF0576  PID         -  EF0576
 EF0576  STATE/COUNTY-  AL/CULLMAN
 EF0576  USGS QUAD   -  TRIMBLE (1984)
 EF0576
 EF0576                         *CURRENT SURVEY CONTROL
 EF0576  ___________________________________________________________________
 EF0576* NAD 83(1986)-  34 02 16.     (N)    086 57 09.     (W)     SCALED    
 EF0576* NAVD 88     -       144.640  (meters)     474.54   (feet)  ADJUSTED  
 EF0576  ___________________________________________________________________
 EF0576  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 EF0576  DYNAMIC HT  -         144.491 (meters)     474.05  (feet)  COMP
 EF0576  MODELED GRAV-     979,598.5   (mgal)                       NAVD 88
 EF0576
 EF0576  VERT ORDER  -  SECOND    CLASS 0
 EF0576
 EF0576.The horizontal coordinates were scaled from a topographic map and have
 EF0576.an estimated accuracy of +/- 6 seconds.
 EF0576
 EF0576.The orthometric height was determined by differential leveling
 EF0576.and adjusted by the National Geodetic Survey in June 1991..
 EF0576
 EF0576.The geoid height was determined by GEOID03.
 EF0576
 EF0576.The dynamic height is computed by dividing the NAVD 88
 EF0576.geopotential number by the normal gravity value computed on the
 EF0576.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0576.degrees latitude (g = 980.6199 gals.).
 EF0576
 EF0576.The modeled gravity was interpolated from observed gravity values.
 EF0576
 EF0576;                    North         East    Units  Estimated Accuracy
 EF0576;SPC AL W     -   447,840.      650,560.      MT  (+/- 180 meters Scaled)
 EF0576
 EF0576                          SUPERSEDED SURVEY CONTROL
 EF0576
 EF0576  NGVD 29 (??/??/92)  144.618  (m)          474.47   (f) ADJ UNCH    2 0
 EF0576
 EF0576.Superseded values are not recommended for survey control.
 EF0576.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0576.See file dsdata.txt to determine how the superseded data were derived.
 EF0576
 EF0576_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC043663(NAD 83)
 EF0576_MARKER: DB = BENCH MARK DISK
 EF0576_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0576_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0576_STAMPING: F 170 1944
 EF0576_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0576+STABILITY: SURFACE MOTION
 EF0576
 EF0576  HISTORY     - Date     Condition        Report By
 EF0576  HISTORY     - 1944     MONUMENTED       CGS
 EF0576  HISTORY     - 1969     MARK NOT FOUND   USGS
 EF0576
 EF0576                          STATION DESCRIPTION
 EF0576
 EF0576'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0576'12.4 MI SW FROM CULLMAN.
 EF0576'ABOUT 12.4 MILES SOUTHWESTERLY ALONG STATE HIGHWAY 69 FROM THE COURT
 EF0576'HOUSE AT CULLMAN, ABOUT 4.0 MILES NORTHEAST OF THE STORE AT BREMEN,
 EF0576'ABOUT 3.0 MILES SOUTHWEST OF THE VALLEY GROVE SCHOOL AT LORETTO, ABOUT
 EF0576'0.1 MILE SOUTH OF A SMALL BRIDGE, 33.0 FEET NORTH OF THE NORTH SIDE OF
 EF0576'A CULTIVATED FIELD, 27.0 FEET EAST OF AND ABOUT 2 FEET BELOW THE
 EF0576'CENTER LINE OF THE HIGHWAY, AND 2.0 FEET SOUTH OF A 4 X 4 INCH WOODEN
 EF0576'REFERENCE POST, AND IN THE SOUTHWEST CORNER OF A PATCH OF TIMBER.
 EF0576'MONUMENT PROJECTS ABOUT 0.7 FOOT.
 EF0576
 EF0576                          STATION RECOVERY (1969)
 EF0576
 EF0576'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 EF0576'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2076 ***********************************************************************
 DH2076  DESIGNATION -  F 171
 DH2076  PID         -  DH2076
 DH2076  STATE/COUNTY-  AL/PICKENS
 DH2076  USGS QUAD   -  PALMETTO (1967)
 DH2076
 DH2076                         *CURRENT SURVEY CONTROL
 DH2076  ___________________________________________________________________
 DH2076* NAD 83(1986)-  33 28 46.     (N)    087 58 44.     (W)     SCALED    
 DH2076* NAVD 88     -        95.542  (meters)     313.46   (feet)  ADJUSTED  
 DH2076  ___________________________________________________________________
 DH2076  GEOID HEIGHT-         -28.34  (meters)                     GEOID03
 DH2076  DYNAMIC HT  -          95.439 (meters)     313.12  (feet)  COMP
 DH2076  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 DH2076
 DH2076  VERT ORDER  -  SECOND    CLASS 0
 DH2076
 DH2076.The horizontal coordinates were scaled from a topographic map and have
 DH2076.an estimated accuracy of +/- 6 seconds.
 DH2076
 DH2076.The orthometric height was determined by differential leveling
 DH2076.and adjusted by the National Geodetic Survey in June 1991..
 DH2076
 DH2076.The geoid height was determined by GEOID03.
 DH2076
 DH2076.The dynamic height is computed by dividing the NAVD 88
 DH2076.geopotential number by the normal gravity value computed on the
 DH2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2076.degrees latitude (g = 980.6199 gals.).
 DH2076
 DH2076.The modeled gravity was interpolated from observed gravity values.
 DH2076
 DH2076;                    North         East    Units  Estimated Accuracy
 DH2076;SPC AL W     -   385,890.      555,490.      MT  (+/- 180 meters Scaled)
 DH2076
 DH2076                          SUPERSEDED SURVEY CONTROL
 DH2076
 DH2076  NGVD 29 (??/??/92)   95.497  (m)          313.31   (f) ADJ UNCH    2 0
 DH2076
 DH2076.Superseded values are not recommended for survey control.
 DH2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2076.See file dsdata.txt to determine how the superseded data were derived.
 DH2076
 DH2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC090048(NAD 83)
 DH2076_MARKER: DB = BENCH MARK DISK
 DH2076_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH2076_SP_SET: CULVERT
 DH2076_STAMPING: F 171 1944
 DH2076_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2076
 DH2076  HISTORY     - Date     Condition        Report By
 DH2076  HISTORY     - 1944     MONUMENTED       CGS
 DH2076  HISTORY     - 1946     GOOD             NGS
 DH2076
 DH2076                          STATION DESCRIPTION
 DH2076
 DH2076'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH2076'7.4 MI N FROM REFORM.
 DH2076'ABOUT 7.4 MILES NORTHERLY ALONG STATE HIGHWAY 17 FROM THE GULF MOBILE
 DH2076'AND OHIO RAILROAD STATION AT REFORM, ABOUT 0.6 MILE SOUTH OF THE
 DH2076'INTERSECTION AT PALMETTO, 32.5 FEET EAST OF AND ABOUT 2 FEET BELOW THE
 DH2076'CENTER LINE OF THE HIGHWAY, AND SET HORIZONTALLY IN THE TOP OF THE
 DH2076'NORTH END OF THE EAST HEAD-WALL OF A 4 X 5-FOOT CONCRETE BOX CULVERT.
 DH2076'NOTE-- CHANGE 0.6 MILE SOUTH OF THE CROSSROADS AT PALMETTO TO 0.4 MILE
 DH2076'SOUTH OF THE SCHOOL AT PALMETTO.
 DH2076
 DH2076                          STATION RECOVERY (1946)
 DH2076
 DH2076'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH2076'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1742 ***********************************************************************
 DH1742  DESIGNATION -  F 172
 DH1742  PID         -  DH1742
 DH1742  STATE/COUNTY-  AL/FAYETTE
 DH1742  USGS QUAD   -  HOWARD (1981)
 DH1742
 DH1742                         *CURRENT SURVEY CONTROL
 DH1742  ___________________________________________________________________
 DH1742* NAD 83(1986)-  33 46 11.     (N)    087 36 11.     (W)     SCALED    
 DH1742* NAVD 88     -       128.669  (meters)     422.14   (feet)  ADJUSTED  
 DH1742  ___________________________________________________________________
 DH1742  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 DH1742  DYNAMIC HT  -         128.536 (meters)     421.71  (feet)  COMP
 DH1742  MODELED GRAV-     979,597.8   (mgal)                       NAVD 88
 DH1742
 DH1742  VERT ORDER  -  SECOND    CLASS 0
 DH1742
 DH1742.The horizontal coordinates were scaled from a topographic map and have
 DH1742.an estimated accuracy of +/- 6 seconds.
 DH1742
 DH1742.The orthometric height was determined by differential leveling
 DH1742.and adjusted by the National Geodetic Survey in June 1991..
 DH1742
 DH1742.The geoid height was determined by GEOID03.
 DH1742
 DH1742.The dynamic height is computed by dividing the NAVD 88
 DH1742.geopotential number by the normal gravity value computed on the
 DH1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1742.degrees latitude (g = 980.6199 gals.).
 DH1742
 DH1742.The modeled gravity was interpolated from observed gravity values.
 DH1742
 DH1742;                    North         East    Units  Estimated Accuracy
 DH1742;SPC AL W     -   417,980.      590,450.      MT  (+/- 180 meters Scaled)
 DH1742
 DH1742                          SUPERSEDED SURVEY CONTROL
 DH1742
 DH1742  NGVD 29 (??/??/92)  128.640  (m)          422.05   (f) ADJ UNCH    2 0
 DH1742
 DH1742.Superseded values are not recommended for survey control.
 DH1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1742.See file dsdata.txt to determine how the superseded data were derived.
 DH1742
 DH1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC441367(NAD 83)
 DH1742_MARKER: DB = BENCH MARK DISK
 DH1742_SETTING: 66 = SET IN ROCK OUTCROP
 DH1742_SP_SET: SANDSTONE ROCK
 DH1742_STAMPING: F 172 1944
 DH1742_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1742+STABILITY: POSITION/ELEVATION WELL
 DH1742
 DH1742  HISTORY     - Date     Condition        Report By
 DH1742  HISTORY     - 1944     MONUMENTED       CGS
 DH1742  HISTORY     - 1958     GOOD             NGS
 DH1742
 DH1742                          STATION DESCRIPTION
 DH1742
 DH1742'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DH1742'8.3 MI N FROM BERRY.
 DH1742'LOCATED 1.3 MILES NORTH ALONG STATE HIGHWAY 18 FROM THE HIGH SCHOOL AT
 DH1742'BERRY, THEN TAKE FORK AND GO NORTH FOR 0.25 MILE TO A FORK, TAKE RIGHT
 DH1742'FORK AND GO NORTH FOR 6.75 MILES TO THE MARK ON THE LEFT JUST AFTER
 DH1742'CROSSING A BRIDGE AT THE FOOT OF A STEEP HILL.  IT IS ABOUT 150 YARDS
 DH1742'SOUTHWEST OF THE ROAD, IN THE PASTURE LOT OF A FARM LOT, 176 FEET
 DH1742'SOUTHEAST OF A FORKS IN THE OLD ROAD, 60 FEET SOUTHWEST OF THE CENTER
 DH1742'OF THE OLD ROAD, 75 FEET EAST OF THE EAST SIDE OF THE CHIMNEY OF THE
 DH1742'HOUSE.  IT IS A STANDARD DISK SET IN A DRILL HOLE IN A LARGE SANDSTONE
 DH1742'ROCK.  IT IS STAMPED F 172 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1593 ***********************************************************************
 DH1593  DESIGNATION -  F 173
 DH1593  PID         -  DH1593
 DH1593  STATE/COUNTY-  AL/JEFFERSON
 DH1593  USGS QUAD   -  MC CALLA (1980)
 DH1593
 DH1593                         *CURRENT SURVEY CONTROL
 DH1593  ___________________________________________________________________
 DH1593* NAD 83(1986)-  33 16 34.     (N)    087 04 02.     (W)     SCALED    
 DH1593* NAVD 88     -       147.417  (meters)     483.65   (feet)  ADJUSTED  
 DH1593  ___________________________________________________________________
 DH1593  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH1593  DYNAMIC HT  -         147.253 (meters)     483.11  (feet)  COMP
 DH1593  MODELED GRAV-     979,522.8   (mgal)                       NAVD 88
 DH1593
 DH1593  VERT ORDER  -  FIRST     CLASS II
 DH1593
 DH1593.The horizontal coordinates were scaled from a topographic map and have
 DH1593.an estimated accuracy of +/- 6 seconds.
 DH1593
 DH1593.The orthometric height was determined by differential leveling
 DH1593.and adjusted by the National Geodetic Survey in June 1991..
 DH1593
 DH1593.The geoid height was determined by GEOID03.
 DH1593
 DH1593.The dynamic height is computed by dividing the NAVD 88
 DH1593.geopotential number by the normal gravity value computed on the
 DH1593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1593.degrees latitude (g = 980.6199 gals.).
 DH1593
 DH1593.The modeled gravity was interpolated from observed gravity values.
 DH1593
 DH1593;                    North         East    Units  Estimated Accuracy
 DH1593;SPC AL W     -   363,320.      640,320.      MT  (+/- 180 meters Scaled)
 DH1593
 DH1593                          SUPERSEDED SURVEY CONTROL
 DH1593
 DH1593  NGVD 29 (??/??/92)  147.372  (m)          483.50   (f) ADJ UNCH    1 2
 DH1593
 DH1593.Superseded values are not recommended for survey control.
 DH1593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1593.See file dsdata.txt to determine how the superseded data were derived.
 DH1593
 DH1593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB937818(NAD 83)
 DH1593_MARKER: DB = BENCH MARK DISK
 DH1593_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1593_SP_SET: CULVERT
 DH1593_STAMPING: F 173 1944
 DH1593_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1593
 DH1593  HISTORY     - Date     Condition        Report By
 DH1593  HISTORY     - 1944     MONUMENTED       CGS
 DH1593
 DH1593                          STATION DESCRIPTION
 DH1593
 DH1593'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1593'IN KIMBREL.
 DH1593'100 FEET NORTHEAST OF THE SOUTHERN RAILWAY STATION AT KIMBREL,
 DH1593'JEFFERSON COUNTY, 28 FEET NORTHEAST OF THE CENTERLINE OF A GRADED ROAD
 DH1593'CROSSING, 12 FEET SOUTHEAST OF AND 1 FOOT BELOW THE CENTERLINE OF THE
 DH1593'SOUTHEAST TRACK, AND SET HORIZONTALLY IN A DRILL HOLE IN THE SOUTHWEST
 DH1593'END OF THE SOUTHEAST HEADWALL OF A CONCRETE CULVERT UNDER THE
 DH1593'RAILROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1621 ***********************************************************************
 DH1621  DESIGNATION -  F 174
 DH1621  PID         -  DH1621
 DH1621  STATE/COUNTY-  AL/TUSCALOOSA
 DH1621  USGS QUAD   -  COTTONDALE (1983)
 DH1621
 DH1621                         *CURRENT SURVEY CONTROL
 DH1621  ___________________________________________________________________
 DH1621* NAD 83(1986)-  33 10 00.     (N)    087 23 50.     (W)     SCALED    
 DH1621* NAVD 88     -        98.388  (meters)     322.79   (feet)  ADJUSTED  
 DH1621  ___________________________________________________________________
 DH1621  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH1621  DYNAMIC HT  -          98.278 (meters)     322.43  (feet)  COMP
 DH1621  MODELED GRAV-     979,523.8   (mgal)                       NAVD 88
 DH1621
 DH1621  VERT ORDER  -  FIRST     CLASS II
 DH1621
 DH1621.The horizontal coordinates were scaled from a topographic map and have
 DH1621.an estimated accuracy of +/- 6 seconds.
 DH1621
 DH1621.The orthometric height was determined by differential leveling
 DH1621.and adjusted by the National Geodetic Survey in June 1991..
 DH1621
 DH1621.The geoid height was determined by GEOID03.
 DH1621
 DH1621.The dynamic height is computed by dividing the NAVD 88
 DH1621.geopotential number by the normal gravity value computed on the
 DH1621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1621.degrees latitude (g = 980.6199 gals.).
 DH1621
 DH1621.The modeled gravity was interpolated from observed gravity values.
 DH1621
 DH1621;                    North         East    Units  Estimated Accuracy
 DH1621;SPC AL W     -   351,100.      609,590.      MT  (+/- 180 meters Scaled)
 DH1621
 DH1621                          SUPERSEDED SURVEY CONTROL
 DH1621
 DH1621  NGVD 29 (??/??/92)   98.348  (m)          322.66   (f) ADJ UNCH    1 2
 DH1621
 DH1621.Superseded values are not recommended for survey control.
 DH1621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1621.See file dsdata.txt to determine how the superseded data were derived.
 DH1621
 DH1621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB629698(NAD 83)
 DH1621_MARKER: DB = BENCH MARK DISK
 DH1621_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1621_SP_SET: CONCRETE BASE
 DH1621_STAMPING: F 174 1944
 DH1621_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1621
 DH1621  HISTORY     - Date     Condition        Report By
 DH1621  HISTORY     - 1944     MONUMENTED       CGS
 DH1621  HISTORY     - 1969     MARK NOT FOUND   USGS
 DH1621
 DH1621                          STATION DESCRIPTION
 DH1621
 DH1621'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1621'3.6 MI E FROM COTTONDALE.
 DH1621'3.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DH1621'COTTONDALE, TUSCALOOSA COUNTY, 12 FEET NORTH OF AND THE SAME ELEVATION
 DH1621'AS THE CENTERLINE OF THE TRACK, AND SET HORIZONTALLY IN A DRILL HOLE
 DH1621'IN THE NORTHWEST CORNER OF THE CONCRETE BASE OF SEMAPHORE 1875.
 DH1621
 DH1621                          STATION RECOVERY (1969)
 DH1621
 DH1621'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DH1621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2829 ***********************************************************************
 DH2829  DESIGNATION -  F 175 RESET
 DH2829  PID         -  DH2829
 DH2829  STATE/COUNTY-  AL/FAYETTE
 DH2829  USGS QUAD   -  WINFIELD SE (1967)
 DH2829
 DH2829                         *CURRENT SURVEY CONTROL
 DH2829  ___________________________________________________________________
 DH2829* NAD 83(1986)-  33 50 41.     (N)    087 49 18.     (W)     SCALED    
 DH2829* NAVD 88     -       126.99   (meters)     416.6    (feet)  RESET     
 DH2829  ___________________________________________________________________
 DH2829  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 DH2829
 DH2829  VERT ORDER  -  THIRD
 DH2829
 DH2829.The horizontal coordinates were scaled from a topographic map and have
 DH2829.an estimated accuracy of +/- 6 seconds.
 DH2829
 DH2829.The orthometric height was computed from unverified reset data.
 DH2829.No vertical observational check was made to the station.
 DH2829
 DH2829.The geoid height was determined by GEOID03.
 DH2829
 DH2829;                    North         East    Units  Estimated Accuracy
 DH2829;SPC AL W     -   426,340.      570,230.      MT  (+/- 180 meters Scaled)
 DH2829
 DH2829                          SUPERSEDED SURVEY CONTROL
 DH2829
 DH2829  NGVD 29 (11/20/03)  126.94   (m)          416.5    (f) RESET       3  
 DH2829
 DH2829.Superseded values are not recommended for survey control.
 DH2829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2829.See file dsdata.txt to determine how the superseded data were derived.
 DH2829
 DH2829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC239452(NAD 83)
 DH2829_MARKER: DV = VERTICAL CONTROL DISK
 DH2829_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH2829_SP_SET: BRIDGE ABUTMENT
 DH2829_STAMPING: F 175 RESET 1985
 DH2829_MARK LOGO: NGS   
 DH2829_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2829_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2829_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2829+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 DH2829
 DH2829  HISTORY     - Date     Condition        Report By
 DH2829  HISTORY     - 1985     MONUMENTED       NGS
 DH2829  HISTORY     - 20030113 GOOD             ALHD
 DH2829  HISTORY     - 20050519 GOOD             ALHD
 DH2829
 DH2829                          STATION DESCRIPTION
 DH2829
 DH2829'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 DH2829'6.0 MI (9.7 KM) SOUTH ALONG U.S. HIGHWAY 43 FROM THE POST OFFICE AT
 DH2829'WINFIELD, 11.7 MI (18.8 KM) NORTH OF THE POST OFFICE AT FAYETTE, IN
 DH2829'TOP OF THE EAST END OF SOUTH ABUTMENT OF CONCRETE BRIDGE, OVER
 DH2829'STEWART CREEK, AT MILEPOST 47.7 AND 6.70 M (21.98 FT) EAST OF THE
 DH2829'CENTER OF HIGHWAY.
 DH2829
 DH2829                          STATION RECOVERY (2003)
 DH2829
 DH2829'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH2829'RECOVERED IN GOOD CONDITION.
 DH2829
 DH2829                          STATION RECOVERY (2005)
 DH2829
 DH2829'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2829'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0829 ***********************************************************************
 EF0829  DESIGNATION -  F 176
 EF0829  PID         -  EF0829
 EF0829  STATE/COUNTY-  AL/MORGAN
 EF0829  USGS QUAD   -  TRINITY (1974)
 EF0829
 EF0829                         *CURRENT SURVEY CONTROL
 EF0829  ___________________________________________________________________
 EF0829* NAD 83(1986)-  34 36 23.     (N)    087 05 09.     (W)     SCALED    
 EF0829* NAVD 88     -       193.414  (meters)     634.56   (feet)  ADJUSTED  
 EF0829  ___________________________________________________________________
 EF0829  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 EF0829  DYNAMIC HT  -         193.227 (meters)     633.95  (feet)  COMP
 EF0829  MODELED GRAV-     979,664.9   (mgal)                       NAVD 88
 EF0829
 EF0829  VERT ORDER  -  FIRST     CLASS II
 EF0829
 EF0829.The horizontal coordinates were scaled from a topographic map and have
 EF0829.an estimated accuracy of +/- 6 seconds.
 EF0829
 EF0829.The orthometric height was determined by differential leveling
 EF0829.and adjusted by the National Geodetic Survey in June 1991..
 EF0829
 EF0829.The geoid height was determined by GEOID03.
 EF0829
 EF0829.The dynamic height is computed by dividing the NAVD 88
 EF0829.geopotential number by the normal gravity value computed on the
 EF0829.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0829.degrees latitude (g = 980.6199 gals.).
 EF0829
 EF0829.The modeled gravity was interpolated from observed gravity values.
 EF0829
 EF0829;                    North         East    Units  Estimated Accuracy
 EF0829;SPC AL W     -   510,860.      637,990.      MT  (+/- 180 meters Scaled)
 EF0829
 EF0829                          SUPERSEDED SURVEY CONTROL
 EF0829
 EF0829  NGVD 29 (??/??/92)  193.383  (m)          634.46   (f) ADJ UNCH    1 2
 EF0829
 EF0829.Superseded values are not recommended for survey control.
 EF0829.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0829.See file dsdata.txt to determine how the superseded data were derived.
 EF0829
 EF0829_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD921293(NAD 83)
 EF0829_MARKER: DB = BENCH MARK DISK
 EF0829_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0829_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0829_STAMPING: F 176 1944
 EF0829_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0829+STABILITY: SURFACE MOTION
 EF0829
 EF0829  HISTORY     - Date     Condition        Report By
 EF0829  HISTORY     - 1944     MONUMENTED       CGS
 EF0829  HISTORY     - 1950     GOOD             TVA
 EF0829  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0829
 EF0829                          STATION DESCRIPTION
 EF0829
 EF0829'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0829'0.15 MI E FROM TRINITY.
 EF0829'ABOUT 0.15 MILE EASTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0829'AT TRINITY, 23.0 FEET SOUTH OF A ROAD PARALLELING THE RAILROAD, 18.0
 EF0829'FEET NORTH OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE MAIN
 EF0829'TRACK, 5.0 FEET WEST OF THE 4TH POLE EAST OF THE STATION, AND 2.0 FEET
 EF0829'EAST OF A 4 X 4-INCH WOODEN REFERENCE POST.  MONUMENT PROJECTS ABOUT
 EF0829'0.5 FOOT.  NOTE-- MARK IS 1 FOOT NORTH OF STEEL POST WITH CONTROL
 EF0829'MARKER SIGN.
 EF0829
 EF0829                          STATION RECOVERY (1950)
 EF0829
 EF0829'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EF0829'RECOVERED IN GOOD CONDITION.
 EF0829
 EF0829                          STATION RECOVERY (1982)
 EF0829
 EF0829'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0829'NOT RECOVERED.  RAILROAD STATION IS GONE, BENCH MARK POSSIBLY
 EF0829'DESTROYED BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0784 ***********************************************************************
 EF0784  DESIGNATION -  F 177
 EF0784  PID         -  EF0784
 EF0784  STATE/COUNTY-  AL/LAWRENCE
 EF0784  USGS QUAD   -  TOWN CREEK (1988)
 EF0784
 EF0784                         *CURRENT SURVEY CONTROL
 EF0784  ___________________________________________________________________
 EF0784* NAD 83(1986)-  34 41 09.     (N)    087 25 24.     (W)     SCALED    
 EF0784* NAVD 88     -       171.929  (meters)     564.07   (feet)  ADJUSTED  
 EF0784  ___________________________________________________________________
 EF0784  GEOID HEIGHT-         -26.71  (meters)                     GEOID03
 EF0784  DYNAMIC HT  -         171.768 (meters)     563.54  (feet)  COMP
 EF0784  MODELED GRAV-     979,694.2   (mgal)                       NAVD 88
 EF0784
 EF0784  VERT ORDER  -  FIRST     CLASS II
 EF0784
 EF0784.The horizontal coordinates were scaled from a topographic map and have
 EF0784.an estimated accuracy of +/- 6 seconds.
 EF0784
 EF0784.The orthometric height was determined by differential leveling
 EF0784.and adjusted by the National Geodetic Survey in June 1991..
 EF0784
 EF0784.The geoid height was determined by GEOID03.
 EF0784
 EF0784.The dynamic height is computed by dividing the NAVD 88
 EF0784.geopotential number by the normal gravity value computed on the
 EF0784.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0784.degrees latitude (g = 980.6199 gals.).
 EF0784
 EF0784.The modeled gravity was interpolated from observed gravity values.
 EF0784
 EF0784;                    North         East    Units  Estimated Accuracy
 EF0784;SPC AL W     -   519,600.      607,030.      MT  (+/- 180 meters Scaled)
 EF0784
 EF0784                          SUPERSEDED SURVEY CONTROL
 EF0784
 EF0784  NGVD 29 (??/??/92)  171.899  (m)          563.97   (f) ADJ UNCH    1 2
 EF0784
 EF0784.Superseded values are not recommended for survey control.
 EF0784.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0784.See file dsdata.txt to determine how the superseded data were derived.
 EF0784
 EF0784_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD612382(NAD 83)
 EF0784_MARKER: DB = BENCH MARK DISK
 EF0784_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0784_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0784_STAMPING: F 177 1944
 EF0784_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0784+STABILITY: SURFACE MOTION
 EF0784
 EF0784  HISTORY     - Date     Condition        Report By
 EF0784  HISTORY     - 1944     MONUMENTED       CGS
 EF0784  HISTORY     - 1949     MARK NOT FOUND   TVA
 EF0784  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0784
 EF0784                          STATION DESCRIPTION
 EF0784
 EF0784'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0784'1.1 MI W FROM TOWN CREEK.
 EF0784'ABOUT 1.1 MILES WESTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0784'AT TOWN CREEK, ABOUT 0.15 MILE EAST OF BLOCK SIGNAL NO. 389.7, ABOUT
 EF0784'400 FEET WEST OF SIGN STATION ONE MILE, 30.0 FEET SOUTH OF AND ABOUT
 EF0784'1.5 FEET BELOW THE CENTER LINE OF THE TRACK, 30.0 FEET EAST OF A FENCE
 EF0784'CORNER, AND 2.0 FEET EAST OF A 4 BY 4-INCH WOODEN REFERENCE POST.
 EF0784
 EF0784                          STATION RECOVERY (1949)
 EF0784
 EF0784'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0784'MARK NOT FOUND.
 EF0784
 EF0784                          STATION RECOVERY (1982)
 EF0784
 EF0784'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0784'NOT RECOVERED, INACCESSIBLE, LEVEL LINE REROUTED ALONG U.S. HIGHWAY 72
 EF0784'ALTERNATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1088 ***********************************************************************
 EF1088  DESIGNATION -  F 178
 EF1088  PID         -  EF1088
 EF1088  STATE/COUNTY-  AL/COLBERT
 EF1088  USGS QUAD   -  FLORENCE (1971)
 EF1088
 EF1088                         *CURRENT SURVEY CONTROL
 EF1088  ___________________________________________________________________
 EF1088* NAD 83(1986)-  34 45 42.     (N)    087 41 55.     (W)     SCALED    
 EF1088* NAVD 88     -       153.053  (meters)     502.14   (feet)  POSTED    
 EF1088  ___________________________________________________________________
 EF1088  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 EF1088  DYNAMIC HT  -         152.910 (meters)     501.67  (feet)  COMP
 EF1088  MODELED GRAV-     979,670.9   (mgal)                       NAVD 88
 EF1088
 EF1088  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1088
 EF1088.The horizontal coordinates were scaled from a topographic map and have
 EF1088.an estimated accuracy of +/- 6 seconds.
 EF1088
 EF1088.The orthometric height was determined by differential leveling
 EF1088.and adjusted by the National Geodetic Survey in 1992..
 EF1088.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1088.rate of 0.0 thru 1.0 mm/km.
 EF1088
 EF1088.The geoid height was determined by GEOID03.
 EF1088
 EF1088.The dynamic height is computed by dividing the NAVD 88
 EF1088.geopotential number by the normal gravity value computed on the
 EF1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1088.degrees latitude (g = 980.6199 gals.).
 EF1088
 EF1088.The modeled gravity was interpolated from observed gravity values.
 EF1088
 EF1088;                    North         East    Units  Estimated Accuracy
 EF1088;SPC AL W     -   528,020.      581,820.      MT  (+/- 180 meters Scaled)
 EF1088
 EF1088                          SUPERSEDED SURVEY CONTROL
 EF1088
 EF1088  NGVD 29 (??/??/92)  153.020  (m)          502.03   (f) ADJ UNCH    1 2
 EF1088
 EF1088.Superseded values are not recommended for survey control.
 EF1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1088.See file dsdata.txt to determine how the superseded data were derived.
 EF1088
 EF1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD360468(NAD 83)
 EF1088_MARKER: DB = BENCH MARK DISK
 EF1088_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF1088_SP_SET: BUILDING
 EF1088_STAMPING: F 178 1944
 EF1088_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1088
 EF1088  HISTORY     - Date     Condition        Report By
 EF1088  HISTORY     - 1944     MONUMENTED       CGS
 EF1088  HISTORY     - 1972     GOOD             TVA
 EF1088
 EF1088                          STATION DESCRIPTION
 EF1088
 EF1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF1088'IN SHEFFIELD.
 EF1088'BENCH MARK IS LOCATED AT SHEFFIELD, AT THE SHEFFIELD STATE NATIONAL
 EF1088'BANK BUILDING, SET VERTICALLY IN THE FRONT (EAST) SIDE OF THE
 EF1088'BUILDING, 3.7 FEET ABOVE THE SIDEWALK, AND 1.5 FEET SOUTH OF THE
 EF1088'NORTHEAST CORNER.  NOTE-- THE SHEFFIELD STATE NATIONAL BANK BUILDING
 EF1088'IS NOW THE BLAKE BUILDING, AND THE BUILDING IS LOCATED ON THE
 EF1088'SOUTHWEST CORNER OF THE INTERSECTION OF MONTGOMERY AVE. AND 4TH
 EF1088'STREET.
 EF1088
 EF1088                          STATION RECOVERY (1972)
 EF1088
 EF1088'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 EF1088'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1059 ***********************************************************************
 EF1059  DESIGNATION -  F 179
 EF1059  PID         -  EF1059
 EF1059  STATE/COUNTY-  AL/COLBERT
 EF1059  USGS QUAD   -  CHEROKEE (1988)
 EF1059
 EF1059                         *CURRENT SURVEY CONTROL
 EF1059  ___________________________________________________________________
 EF1059* NAD 83(1986)-  34 45 29.     (N)    087 59 03.     (W)     SCALED    
 EF1059* NAVD 88     -       163.579  (meters)     536.68   (feet)  ADJUSTED  
 EF1059  ___________________________________________________________________
 EF1059  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 EF1059  DYNAMIC HT  -         163.422 (meters)     536.16  (feet)  COMP
 EF1059  MODELED GRAV-     979,669.9   (mgal)                       NAVD 88
 EF1059
 EF1059  VERT ORDER  -  FIRST     CLASS II
 EF1059
 EF1059.The horizontal coordinates were scaled from a topographic map and have
 EF1059.an estimated accuracy of +/- 6 seconds.
 EF1059
 EF1059.The orthometric height was determined by differential leveling
 EF1059.and adjusted by the National Geodetic Survey in June 1991..
 EF1059.WARNING-Repeat measurements at this control monument indicate possible
 EF1059.vertical movement.
 EF1059
 EF1059.The geoid height was determined by GEOID03.
 EF1059
 EF1059.The dynamic height is computed by dividing the NAVD 88
 EF1059.geopotential number by the normal gravity value computed on the
 EF1059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1059.degrees latitude (g = 980.6199 gals.).
 EF1059
 EF1059.The modeled gravity was interpolated from observed gravity values.
 EF1059
 EF1059;                    North         East    Units  Estimated Accuracy
 EF1059;SPC AL W     -   527,710.      555,670.      MT  (+/- 180 meters Scaled)
 EF1059
 EF1059                          SUPERSEDED SURVEY CONTROL
 EF1059
 EF1059  NGVD 29 (??/??/92)  163.584  (m)          536.69   (f) ADJ UNCH    1 2
 EF1059
 EF1059.Superseded values are not recommended for survey control.
 EF1059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1059.See file dsdata.txt to determine how the superseded data were derived.
 EF1059
 EF1059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD099466(NAD 83)
 EF1059_MARKER: DB = BENCH MARK DISK
 EF1059_SETTING: 80 = SET IN A BOULDER
 EF1059_SP_SET: BOULDER
 EF1059_STAMPING: F 179 1944
 EF1059_MARK LOGO: CGS   
 EF1059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1059+STABILITY: SURFACE MOTION
 EF1059
 EF1059  HISTORY     - Date     Condition        Report By
 EF1059  HISTORY     - 1944     MONUMENTED       CGS
 EF1059  HISTORY     - 1973     GOOD             TVA
 EF1059  HISTORY     - 1982     GOOD             NGS
 EF1059
 EF1059                          STATION DESCRIPTION
 EF1059
 EF1059'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF1059'0.6 MI W FROM CHEROKEE.
 EF1059'ABOUT 0.6 MILE WESTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EF1059'CHEROKEE, AT THE WEST END OF A DEEP CUT, 18.0 FEET SOUTH OF AND ABOUT
 EF1059'2 FEET ABOVE THE CENTER LINE OF THE TRACK, AND SET HORIZONTALLY IN THE
 EF1059'TOP OF THE NORTHEAST CORNER OF A LARGE FLAT BOULDER ABOUT 10 BY 16
 EF1059'FEET AND PROJECTING ABOUT 2 FEET.  NOTE-- MARK IS 2 FEET SOUTH OF
 EF1059'STEEL POST AND THERE IS A WHITE CROSS PAINTED ON THE SIDE OF THE
 EF1059'BOULDER.  THAT FACES RAILROAD TRACK.
 EF1059
 EF1059                          STATION RECOVERY (1973)
 EF1059
 EF1059'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973
 EF1059'RECOVERED IN GOOD CONDITION.
 EF1059
 EF1059                          STATION RECOVERY (1982)
 EF1059
 EF1059'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF1059'RECOVERED IN GOOD CONDITION.  RAILROAD STATION SIGN REMAINS, TO REACH
 EF1059'IS ADEQUATE.  ADD, ABOUT 60.96 METERS (200.0 FT) EAST-SOUTHEAST OF A
 EF1059'TELEPHONE JUNCTION BOX.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0872 ***********************************************************************
 BT0872  DESIGNATION -  F 180
 BT0872  PID         -  BT0872
 BT0872  STATE/COUNTY-  AL/DALE
 BT0872  USGS QUAD   -  MIDLAND CITY (1981)
 BT0872
 BT0872                         *CURRENT SURVEY CONTROL
 BT0872  ___________________________________________________________________
 BT0872* NAD 83(1986)-  31 19 10.     (N)    085 27 17.     (W)     SCALED    
 BT0872* NAVD 88     -       116.359  (meters)     381.75   (feet)  ADJUSTED  
 BT0872  ___________________________________________________________________
 BT0872  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT0872  DYNAMIC HT  -         116.215 (meters)     381.28  (feet)  COMP
 BT0872  MODELED GRAV-     979,408.4   (mgal)                       NAVD 88
 BT0872
 BT0872  VERT ORDER  -  SECOND    CLASS 0
 BT0872
 BT0872.This mark is at Dothan Airport (DHN)
 BT0872
 BT0872.The horizontal coordinates were scaled from a topographic map and have
 BT0872.an estimated accuracy of +/- 6 seconds.
 BT0872
 BT0872.The orthometric height was determined by differential leveling
 BT0872.and adjusted by the National Geodetic Survey in June 1991..
 BT0872
 BT0872.The geoid height was determined by GEOID03.
 BT0872
 BT0872.The dynamic height is computed by dividing the NAVD 88
 BT0872.geopotential number by the normal gravity value computed on the
 BT0872.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0872.degrees latitude (g = 980.6199 gals.).
 BT0872
 BT0872.The modeled gravity was interpolated from observed gravity values.
 BT0872
 BT0872;                    North         East    Units  Estimated Accuracy
 BT0872;SPC AL E     -    90,910.      236,040.      MT  (+/- 180 meters Scaled)
 BT0872
 BT0872                          SUPERSEDED SURVEY CONTROL
 BT0872
 BT0872  NGVD 29 (??/??/92)  116.436  (m)          382.01   (f) ADJ UNCH    2 0
 BT0872
 BT0872.Superseded values are not recommended for survey control.
 BT0872.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0872.See file dsdata.txt to determine how the superseded data were derived.
 BT0872
 BT0872_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV470660(NAD 83)
 BT0872_MARKER: DB = BENCH MARK DISK
 BT0872_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0872_SP_SET: CONCRETE BASE
 BT0872_STAMPING: F 180 1945
 BT0872_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0872
 BT0872  HISTORY     - Date     Condition        Report By
 BT0872  HISTORY     - 1945     MONUMENTED       CGS
 BT0872  HISTORY     - 1965     GOOD             NGS
 BT0872
 BT0872                          STATION DESCRIPTION
 BT0872
 BT0872'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 BT0872'AT NAPIER FIELD.
 BT0872'AT NAPIER FIELD, DALE COUNTY, NEAR THE CONTROL TOWER, 8.6 FEET
 BT0872'SOUTH OF A TAXIWAY, 4.4 FEET NORTH OF THE NORTHWEST LEG OF THE
 BT0872'TOWER, AT AN ELECTRIC CONTROL BOX, AND IN THE NORTHEAST CORNER
 BT0872'OF THE CONCRETE BASE.  A STANDARD DISK, STAMPED F 180 1945.
 BT0872
 BT0872                          STATION RECOVERY (1965)
 BT0872
 BT0872'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 BT0872'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0037 ***********************************************************************
 BH0037  DESIGNATION -  F 181
 BH0037  PID         -  BH0037
 BH0037  STATE/COUNTY-  AL/MOBILE
 BH0037  USGS QUAD   -  MOBILE (1982)
 BH0037
 BH0037                         *CURRENT SURVEY CONTROL
 BH0037  ___________________________________________________________________
 BH0037* NAD 83(1986)-  30 38 27.     (N)    088 04 23.     (W)     SCALED    
 BH0037* NAVD 88     -         7.856  (meters)      25.77   (feet)  POSTED    
 BH0037  ___________________________________________________________________
 BH0037  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 BH0037  DYNAMIC HT  -           7.850 (meters)      25.75  (feet)  COMP
 BH0037  MODELED GRAV-     979,335.4   (mgal)                       NAVD 88
 BH0037
 BH0037  VERT ORDER  -  * POSTED, Code NC , SEE BELOW
 BH0037
 BH0037.This mark is at Mobile (DOWNTOWN) Airport (BFM)
 BH0037
 BH0037.The horizontal coordinates were scaled from a topographic map and have
 BH0037.an estimated accuracy of +/- 6 seconds.
 BH0037
 BH0037.The orthometric height was determined by differential leveling
 BH0037.and adjusted by the National Geodetic Survey in 1992..
 BH0037.No vertical observational check was made to the station.
 BH0037.* This is a POSTED BENCH MARK height.  Code NC indicates the bench mark
 BH0037.was located on a no-check spur therefore a value was not computed.
 BH0037
 BH0037.The geoid height was determined by GEOID03.
 BH0037
 BH0037.The dynamic height is computed by dividing the NAVD 88
 BH0037.geopotential number by the normal gravity value computed on the
 BH0037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0037.degrees latitude (g = 980.6199 gals.).
 BH0037
 BH0037.The modeled gravity was interpolated from observed gravity values.
 BH0037
 BH0037;                    North         East    Units  Estimated Accuracy
 BH0037;SPC AL W     -    71,180.      545,070.      MT  (+/- 180 meters Scaled)
 BH0037
 BH0037                          SUPERSEDED SURVEY CONTROL
 BH0037
 BH0037  NGVD 29 (??/??/??)    7.865  (m)           25.80   (f) ADJUSTED    1 2
 BH0037
 BH0037.Superseded values are not recommended for survey control.
 BH0037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0037.See file dsdata.txt to determine how the superseded data were derived.
 BH0037
 BH0037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU971902(NAD 83)
 BH0037_MARKER: DB = BENCH MARK DISK
 BH0037_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0037_SP_SET: CONCRETE PILLAR
 BH0037_STAMPING: F 181 1944
 BH0037_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0037
 BH0037  HISTORY     - Date     Condition        Report By
 BH0037  HISTORY     - 1944     MONUMENTED       CGS
 BH0037  HISTORY     - 1968     GOOD             CGS
 BH0037
 BH0037                          STATION DESCRIPTION
 BH0037
 BH0037'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0037'IN MOBILE.
 BH0037'AT MOBILE, AT BROOKLEY AIR FORCE BASE, ABOUT 0.2 MILE SOUTHWEST OF THE
 BH0037'JUNCTION OF AVENUE L AND 9 TH STREET, AT BASE OPERATION BUILDING NO.
 BH0037'17, SET IN THE TOP OF THE SOUTHEAST CORNER OF THE BASE OF A CONCRETE
 BH0037'PILLAR AT THE SOUTHWEST ONE OF THE TWO SOUTHEAST CORNERS OF BUILDING
 BH0037'NO. 17, 5.1 FEET NORTH OF THE NORTHEAST CORNER OF BUILDING NO. 76, 0.7
 BH0037'FOOT ABOVE THE LEVEL OF THE SIDEWALK AND ABOUT LEVEL WITH THE TAXIWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1968 ***********************************************************************
 DG1968  DESIGNATION -  F 182
 DG1968  PID         -  DG1968
 DG1968  STATE/COUNTY-  AL/TALLADEGA
 DG1968  USGS QUAD   -  MUNFORD (1983)
 DG1968
 DG1968                         *CURRENT SURVEY CONTROL
 DG1968  ___________________________________________________________________
 DG1968* NAD 83(1986)-  33 32 05.     (N)    085 59 15.     (W)     SCALED    
 DG1968* NAVD 88     -       192.566  (meters)     631.78   (feet)  ADJUSTED  
 DG1968  ___________________________________________________________________
 DG1968  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG1968  DYNAMIC HT  -         192.359 (meters)     631.10  (feet)  COMP
 DG1968  MODELED GRAV-     979,557.1   (mgal)                       NAVD 88
 DG1968
 DG1968  VERT ORDER  -  SECOND    CLASS 0
 DG1968
 DG1968.The horizontal coordinates were scaled from a topographic map and have
 DG1968.an estimated accuracy of +/- 6 seconds.
 DG1968
 DG1968.The orthometric height was determined by differential leveling
 DG1968.and adjusted by the National Geodetic Survey in June 1991..
 DG1968
 DG1968.The geoid height was determined by GEOID03.
 DG1968
 DG1968.The dynamic height is computed by dividing the NAVD 88
 DG1968.geopotential number by the normal gravity value computed on the
 DG1968.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1968.degrees latitude (g = 980.6199 gals.).
 DG1968
 DG1968.The modeled gravity was interpolated from observed gravity values.
 DG1968
 DG1968;                    North         East    Units  Estimated Accuracy
 DG1968;SPC AL E     -   336,510.      185,680.      MT  (+/- 180 meters Scaled)
 DG1968
 DG1968                          SUPERSEDED SURVEY CONTROL
 DG1968
 DG1968  NGVD 29 (??/??/92)  192.483  (m)          631.50   (f) ADJ UNCH    2 0
 DG1968
 DG1968.Superseded values are not recommended for survey control.
 DG1968.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1968.See file dsdata.txt to determine how the superseded data were derived.
 DG1968
 DG1968_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC940110(NAD 83)
 DG1968_MARKER: DB = BENCH MARK DISK
 DG1968_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1968_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1968_STAMPING: F 182 1945
 DG1968_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1968+STABILITY: SURFACE MOTION
 DG1968
 DG1968  HISTORY     - Date     Condition        Report By
 DG1968  HISTORY     - 1945     MONUMENTED       CGS
 DG1968
 DG1968                          STATION DESCRIPTION
 DG1968
 DG1968'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DG1968'2 MI NW FROM MUNFORD.
 DG1968'2.0 MILES NORTHWEST ALONG THE EASTABOGA - MUNFORD COUNTY ROAD FROM
 DG1968'THE SOUTHERN RAILWAY STATION IN MUNFORD, AT S TURN WHERE A HIGH
 DG1968'POWER LINE CROSSES COUNTY ROAD, ABOUT 300 FEET NORTHEAST OF FARM
 DG1968'HOUSE, AND ABOUT 150 FEET SOUTH OF A FARM HOUSE, 50 FEET NORTH
 DG1968'OF THE RIGHT-OF-WAY OF HIGH POWER LINE, 28 FEET NORTH OF THE
 DG1968'CENTER OF COUNTY ROAD.  A BRONZE DISK SET IN THE TOP OF A CONCRETE
 DG1968'POST WHICH PROJECTS 5 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0243 ***********************************************************************
 EG0243  DESIGNATION -  F 183
 EG0243  PID         -  EG0243
 EG0243  STATE/COUNTY-  AL/MARION
 EG0243  USGS QUAD   -  VINA (1976)
 EG0243
 EG0243                         *CURRENT SURVEY CONTROL
 EG0243  ___________________________________________________________________
 EG0243* NAD 83(1986)-  34 18 21.     (N)    088 02 15.     (W)     SCALED    
 EG0243* NAVD 88     -       188.965  (meters)     619.96   (feet)  ADJUSTED  
 EG0243  ___________________________________________________________________
 EG0243  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EG0243  DYNAMIC HT  -         188.775 (meters)     619.34  (feet)  COMP
 EG0243  MODELED GRAV-     979,624.2   (mgal)                       NAVD 88
 EG0243
 EG0243  VERT ORDER  -  SECOND    CLASS 0
 EG0243
 EG0243.The horizontal coordinates were scaled from a topographic map and have
 EG0243.an estimated accuracy of +/- 6 seconds.
 EG0243
 EG0243.The orthometric height was determined by differential leveling
 EG0243.and adjusted by the National Geodetic Survey in June 1991..
 EG0243
 EG0243.The geoid height was determined by GEOID03.
 EG0243
 EG0243.The dynamic height is computed by dividing the NAVD 88
 EG0243.geopotential number by the normal gravity value computed on the
 EG0243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0243.degrees latitude (g = 980.6199 gals.).
 EG0243
 EG0243.The modeled gravity was interpolated from observed gravity values.
 EG0243
 EG0243;                    North         East    Units  Estimated Accuracy
 EG0243;SPC AL W     -   477,570.      550,530.      MT  (+/- 180 meters Scaled)
 EG0243
 EG0243                          SUPERSEDED SURVEY CONTROL
 EG0243
 EG0243  NGVD 29 (??/??/92)  188.911  (m)          619.79   (f) ADJ UNCH    2 0
 EG0243
 EG0243.Superseded values are not recommended for survey control.
 EG0243.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0243.See file dsdata.txt to determine how the superseded data were derived.
 EG0243
 EG0243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC045965(NAD 83)
 EG0243_MARKER: DB = BENCH MARK DISK
 EG0243_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0243_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0243_STAMPING: F 183 1945
 EG0243_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0243+STABILITY: SURFACE MOTION
 EG0243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EG0243+SATELLITE: SATELLITE OBSERVATIONS - February 24, 2005
 EG0243
 EG0243  HISTORY     - Date     Condition        Report By
 EG0243  HISTORY     - 1945     MONUMENTED       CGS
 EG0243  HISTORY     - 1950     GOOD             TVA
 EG0243  HISTORY     - 20050224 GOOD             ALHD
 EG0243
 EG0243                          STATION DESCRIPTION
 EG0243
 EG0243'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EG0243'7.0 MI S FROM VINA.
 EG0243'ABOUT 2.0 MILES EAST ALONG THE RED BAY-HACKLEBURG ROAD FROM THE
 EG0243'ILLINOIS CENTRAL RAILROAD STATION AT VINA, THENCE SOUTH 5.0 MILES
 EG0243'ALONG THE ROAD TO BEXAR, ABOUT 0.5 MILES SOUTHEAST OF A Y JUNCTION BY
 EG0243'A CEMETERY, 75 YARDS WEST OF THE JUNCTION OF A ROAD NORTH AT THE
 EG0243'BOTTOM OF A GRADE, 87.5 FEET WEST OF THE NORTHWEST CORNER OF AN EMPTY
 EG0243'FARM HOUSE, 22 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTERLINE OF
 EG0243'THE ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST.  A BRONZE DISK
 EG0243'SET IN THE TOP OF A CONCRETE POST, PROJECTING 5 IN ABOVE THE GROUND.
 EG0243
 EG0243                          STATION RECOVERY (1950)
 EG0243
 EG0243'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0243'RECOVERED IN GOOD CONDITION.
 EG0243
 EG0243                          STATION RECOVERY (2005)
 EG0243
 EG0243'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EG0243'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG1281 ***********************************************************************
 EG1281  DESIGNATION -  F 184
 EG1281  PID         -  EG1281
 EG1281  STATE/COUNTY-  AL/MARION
 EG1281  USGS QUAD   -  WESTON (1982)
 EG1281
 EG1281                         *CURRENT SURVEY CONTROL
 EG1281  ___________________________________________________________________
 EG1281* NAD 83(1986)-  34 14 15.     (N)    088 01 54.     (W)     SCALED    
 EG1281* NAVD 88     -       238.828  (meters)     783.55   (feet)  ADJUSTED  
 EG1281  ___________________________________________________________________
 EG1281  GEOID HEIGHT-         -27.26  (meters)                     GEOID03
 EG1281  DYNAMIC HT  -         238.587 (meters)     782.76  (feet)  COMP
 EG1281  MODELED GRAV-     979,619.9   (mgal)                       NAVD 88
 EG1281
 EG1281  VERT ORDER  -  SECOND    CLASS 0
 EG1281
 EG1281.The horizontal coordinates were scaled from a topographic map and have
 EG1281.an estimated accuracy of +/- 6 seconds.
 EG1281
 EG1281.The orthometric height was determined by differential leveling
 EG1281.and adjusted by the National Geodetic Survey in June 1991..
 EG1281
 EG1281.The geoid height was determined by GEOID03.
 EG1281
 EG1281.The dynamic height is computed by dividing the NAVD 88
 EG1281.geopotential number by the normal gravity value computed on the
 EG1281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1281.degrees latitude (g = 980.6199 gals.).
 EG1281
 EG1281.The modeled gravity was interpolated from observed gravity values.
 EG1281
 EG1281;                    North         East    Units  Estimated Accuracy
 EG1281;SPC AL W     -   469,990.      551,020.      MT  (+/- 180 meters Scaled)
 EG1281
 EG1281                          SUPERSEDED SURVEY CONTROL
 EG1281
 EG1281  NGVD 29 (??/??/92)  238.770  (m)          783.36   (f) ADJ UNCH    2 0
 EG1281
 EG1281.Superseded values are not recommended for survey control.
 EG1281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1281.See file dsdata.txt to determine how the superseded data were derived.
 EG1281
 EG1281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC049889(NAD 83)
 EG1281_MARKER: DB = BENCH MARK DISK
 EG1281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1281_STAMPING: F 184 1945
 EG1281_MARK LOGO: CGS   
 EG1281_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1281+STABILITY: SURFACE MOTION
 EG1281
 EG1281  HISTORY     - Date     Condition        Report By
 EG1281  HISTORY     - 194512   MONUMENTED       CGS
 EG1281
 EG1281                          STATION DESCRIPTION
 EG1281
 EG1281'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CS)
 EG1281'10.7 MI (17.2 KM) NORTHEAST OF BEXAR. FROM THE BEXAR CHURCH AND
 EG1281'CEMETERY GO NORTH 5.2 MI (8.4 KM) ALONG THE BEXAR, GOGGINS STORE,
 EG1281'NEWBURG, VINA ROAD TO ITS JUNCTION WITH A ROAD LEADING SOUTHEAST,
 EG1281'THENCE SOUTHEAST AND EAST 1.3 MI (2.1 KM) TO THE JUNCTION WITH A ROAD
 EG1281'NORTH AND SOUTH, 0.1 MI (0.2 KM) EAST OF SUNNY SIDE SCHOOL, THENCE
 EG1281'NORTH AND EAST, TAKING THE EAST FORK AT 0.9 AND 1.1 MI (1.8 KM), 3.1
 EG1281'MI (5.0 KM) TO THE JUNCTION OF A ROAD NORTH AND SOUTH, THENCE SOUTH
 EG1281'1.1 MI (1.8 KM) TO THE TOP OF A GRADE AND THE BENCH MARK.  ABOUT 0.8
 EG1281'MI (1.3 KM) NORTHWEST OF THE JUNCTION OF A ROAD LEADING SOUTHEAST, 57
 EG1281'YARDS WEST OF THE JUNCTION OF A TRAIL LEADING EAST, AT THE OUTSIDE OF
 EG1281'A CURVE AND THE TOP OF THE GRADE, 22 FT (6.7 M) NORTHEAST OF AND ABOUT
 EG1281'LEVEL WITH THE CENTER LINE OF THE ROAD, 2 FT (0.6 M) NORTHWEST OF A
 EG1281'WHITE, WOODEN WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A
 EG1281'CONCRETE POST, PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0080 ***********************************************************************
 DJ0080  DESIGNATION -  F 185
 DJ0080  PID         -  DJ0080
 DJ0080  STATE/COUNTY-  AL/LAMAR
 DJ0080  USGS QUAD   -  VERNON (1985)
 DJ0080
 DJ0080                         *CURRENT SURVEY CONTROL
 DJ0080  ___________________________________________________________________
 DJ0080* NAD 83(1986)-  33 45 24.     (N)    088 00 01.     (W)     SCALED    
 DJ0080* NAVD 88     -       142.270  (meters)     466.76   (feet)  ADJUSTED  
 DJ0080  ___________________________________________________________________
 DJ0080  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 DJ0080  DYNAMIC HT  -         142.122 (meters)     466.28  (feet)  COMP
 DJ0080  MODELED GRAV-     979,592.4   (mgal)                       NAVD 88
 DJ0080
 DJ0080  VERT ORDER  -  SECOND    CLASS 0
 DJ0080
 DJ0080.The horizontal coordinates were scaled from a topographic map and have
 DJ0080.an estimated accuracy of +/- 6 seconds.
 DJ0080
 DJ0080.The orthometric height was determined by differential leveling
 DJ0080.and adjusted by the National Geodetic Survey in June 1991..
 DJ0080
 DJ0080.The geoid height was determined by GEOID03.
 DJ0080
 DJ0080.The dynamic height is computed by dividing the NAVD 88
 DJ0080.geopotential number by the normal gravity value computed on the
 DJ0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0080.degrees latitude (g = 980.6199 gals.).
 DJ0080
 DJ0080.The modeled gravity was interpolated from observed gravity values.
 DJ0080
 DJ0080;                    North         East    Units  Estimated Accuracy
 DJ0080;SPC AL W     -   416,640.      553,650.      MT  (+/- 180 meters Scaled)
 DJ0080
 DJ0080                          SUPERSEDED SURVEY CONTROL
 DJ0080
 DJ0080  NGVD 29 (??/??/92)  142.230  (m)          466.63   (f) ADJ UNCH    2 0
 DJ0080
 DJ0080.Superseded values are not recommended for survey control.
 DJ0080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0080.See file dsdata.txt to determine how the superseded data were derived.
 DJ0080
 DJ0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC073356(NAD 83)
 DJ0080_MARKER: DB = BENCH MARK DISK
 DJ0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0080_STAMPING: F 185 1946
 DJ0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0080+STABILITY: SURFACE MOTION
 DJ0080
 DJ0080  HISTORY     - Date     Condition        Report By
 DJ0080  HISTORY     - 1946     MONUMENTED       CGS
 DJ0080  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0080
 DJ0080                          STATION DESCRIPTION
 DJ0080
 DJ0080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0080'0.95 MI N FROM CROSSVILLE.
 DJ0080'ABOUT 0.95 MILE NORTH ALONG THE BEAVERTON ROAD FROM ITS JUNCTION WITH
 DJ0080'STATE HIGHWAY 18 AT CROSSVILLE, 0.05 MILE NORTH OF A FARM HOUSE, AT
 DJ0080'THE SOUTH END OF A CURVE, 27 FEET WEST OF THE CENTER OF THE ROAD, 2
 DJ0080'FEET NORTH OF A WHITE WOODEN WITNESS POST.
 DJ0080
 DJ0080                          STATION RECOVERY (1966)
 DJ0080
 DJ0080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0080'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1805 ***********************************************************************
 DH1805  DESIGNATION -  F 186
 DH1805  PID         -  DH1805
 DH1805  STATE/COUNTY-  AL/FAYETTE
 DH1805  USGS QUAD   -  BLUFF (1983)
 DH1805
 DH1805                         *CURRENT SURVEY CONTROL
 DH1805  ___________________________________________________________________
 DH1805* NAD 83(1986)-  33 49 27.     (N)    087 56 18.     (W)     SCALED    
 DH1805* NAVD 88     -       175.974  (meters)     577.34   (feet)  ADJUSTED  
 DH1805  ___________________________________________________________________
 DH1805  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 DH1805  DYNAMIC HT  -         175.792 (meters)     576.74  (feet)  COMP
 DH1805  MODELED GRAV-     979,599.1   (mgal)                       NAVD 88
 DH1805
 DH1805  VERT ORDER  -  SECOND    CLASS 0
 DH1805
 DH1805.The horizontal coordinates were scaled from a topographic map and have
 DH1805.an estimated accuracy of +/- 6 seconds.
 DH1805
 DH1805.The orthometric height was determined by differential leveling
 DH1805.and adjusted by the National Geodetic Survey in June 1991..
 DH1805
 DH1805.The geoid height was determined by GEOID03.
 DH1805
 DH1805.The dynamic height is computed by dividing the NAVD 88
 DH1805.geopotential number by the normal gravity value computed on the
 DH1805.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1805.degrees latitude (g = 980.6199 gals.).
 DH1805
 DH1805.The modeled gravity was interpolated from observed gravity values.
 DH1805
 DH1805;                    North         East    Units  Estimated Accuracy
 DH1805;SPC AL W     -   424,100.      559,420.      MT  (+/- 180 meters Scaled)
 DH1805
 DH1805                          SUPERSEDED SURVEY CONTROL
 DH1805
 DH1805  NGVD 29 (??/??/92)  175.928  (m)          577.19   (f) ADJ UNCH    2 0
 DH1805
 DH1805.Superseded values are not recommended for survey control.
 DH1805.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1805.See file dsdata.txt to determine how the superseded data were derived.
 DH1805
 DH1805_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC131430(NAD 83)
 DH1805_MARKER: DB = BENCH MARK DISK
 DH1805_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1805_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1805_STAMPING: F 186 1946
 DH1805_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1805+STABILITY: SURFACE MOTION
 DH1805
 DH1805  HISTORY     - Date     Condition        Report By
 DH1805  HISTORY     - 1946     MONUMENTED       CGS
 DH1805
 DH1805                          STATION DESCRIPTION
 DH1805
 DH1805'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1805'2.65 MI W FROM BLUFF.
 DH1805'ABOUT 2.65 MILES WEST ALONG THE ROAD TO FAIRVIEW SCHOOL FROM BLUFF, AT
 DH1805'A JUNCTION WITH A ROAD LEADING WEST, 26 FEET EAST OF THE CENTER OF THE
 DH1805'NORTH-SOUTH ROAD, 39 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 2
 DH1805'FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 DH1805'THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1671 ***********************************************************************
 DH1671  DESIGNATION -  F 187
 DH1671  PID         -  DH1671
 DH1671  STATE/COUNTY-  AL/FAYETTE
 DH1671  USGS QUAD   -  NEWTONVILLE (1967)
 DH1671
 DH1671                         *CURRENT SURVEY CONTROL
 DH1671  ___________________________________________________________________
 DH1671* NAD 83(1986)-  33 31 50.     (N)    087 48 12.     (W)     SCALED    
 DH1671* NAVD 88     -        98.904  (meters)     324.49   (feet)  ADJUSTED  
 DH1671  ___________________________________________________________________
 DH1671  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 DH1671  DYNAMIC HT  -          98.799 (meters)     324.14  (feet)  COMP
 DH1671  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 DH1671
 DH1671  VERT ORDER  -  SECOND    CLASS 0
 DH1671
 DH1671.The horizontal coordinates were scaled from a topographic map and have
 DH1671.an estimated accuracy of +/- 6 seconds.
 DH1671
 DH1671.The orthometric height was determined by differential leveling
 DH1671.and adjusted by the National Geodetic Survey in June 1991..
 DH1671
 DH1671.The geoid height was determined by GEOID03.
 DH1671
 DH1671.The dynamic height is computed by dividing the NAVD 88
 DH1671.geopotential number by the normal gravity value computed on the
 DH1671.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1671.degrees latitude (g = 980.6199 gals.).
 DH1671
 DH1671.The modeled gravity was interpolated from observed gravity values.
 DH1671
 DH1671;                    North         East    Units  Estimated Accuracy
 DH1671;SPC AL W     -   391,490.      571,830.      MT  (+/- 180 meters Scaled)
 DH1671
 DH1671                          SUPERSEDED SURVEY CONTROL
 DH1671
 DH1671  NGVD 29 (??/??/92)   98.861  (m)          324.35   (f) ADJ UNCH    2 0
 DH1671
 DH1671.Superseded values are not recommended for survey control.
 DH1671.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1671.See file dsdata.txt to determine how the superseded data were derived.
 DH1671
 DH1671_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC254103(NAD 83)
 DH1671_MARKER: DB = BENCH MARK DISK
 DH1671_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1671_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1671_STAMPING: F 187 1946
 DH1671_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1671+STABILITY: SURFACE MOTION
 DH1671
 DH1671  HISTORY     - Date     Condition        Report By
 DH1671  HISTORY     - 1946     MONUMENTED       CGS
 DH1671
 DH1671                          STATION DESCRIPTION
 DH1671
 DH1671'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1671'6.0 MI N FROM MOORES BRIDGE.
 DH1671'ABOUT 6.0 MILES NORTH ALONG THE ROAD TO FAYETTE FROM THE POST OFFICE
 DH1671'AT MOORES BRIDGE, ON THE TOP OF A SMALL HILL AND NEAR A FARM HOUSE,
 DH1671'132 FEET EAST AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF THE
 DH1671'HOUSE, 84 FEET WEST OF THE NORTHWEST CORNER OF A TENANT HOUSE, 28 FEET
 DH1671'EAST AND ABOUT 2 FEET ABOVE THE CENTER OF THE ROAD, 5 FEET SOUTH OF A
 DH1671'POWER LINE POLE AND 2 FEET NORTH OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2115 ***********************************************************************
 DH2115  DESIGNATION -  F 189
 DH2115  PID         -  DH2115
 DH2115  STATE/COUNTY-  AL/PICKENS
 DH2115  USGS QUAD   -  GORDO (1983)
 DH2115
 DH2115                         *CURRENT SURVEY CONTROL
 DH2115  ___________________________________________________________________
 DH2115* NAD 83(1986)-  33 19 50.     (N)    087 53 55.     (W)     SCALED    
 DH2115* NAVD 88     -        94.672  (meters)     310.60   (feet)  ADJUSTED  
 DH2115  ___________________________________________________________________
 DH2115  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DH2115  DYNAMIC HT  -          94.569 (meters)     310.27  (feet)  COMP
 DH2115  MODELED GRAV-     979,545.8   (mgal)                       NAVD 88
 DH2115
 DH2115  VERT ORDER  -  SECOND    CLASS 0
 DH2115
 DH2115.The horizontal coordinates were scaled from a topographic map and have
 DH2115.an estimated accuracy of +/- 6 seconds.
 DH2115
 DH2115.The orthometric height was determined by differential leveling
 DH2115.and adjusted by the National Geodetic Survey in June 1991..
 DH2115
 DH2115.The geoid height was determined by GEOID03.
 DH2115
 DH2115.The dynamic height is computed by dividing the NAVD 88
 DH2115.geopotential number by the normal gravity value computed on the
 DH2115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2115.degrees latitude (g = 980.6199 gals.).
 DH2115
 DH2115.The modeled gravity was interpolated from observed gravity values.
 DH2115
 DH2115;                    North         East    Units  Estimated Accuracy
 DH2115;SPC AL W     -   369,340.      562,890.      MT  (+/- 180 meters Scaled)
 DH2115
 DH2115                          SUPERSEDED SURVEY CONTROL
 DH2115
 DH2115  NGVD 29 (??/??/92)   94.602  (m)          310.37   (f) ADJ UNCH    2 0
 DH2115
 DH2115.Superseded values are not recommended for survey control.
 DH2115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2115.See file dsdata.txt to determine how the superseded data were derived.
 DH2115
 DH2115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB163882(NAD 83)
 DH2115_MARKER: DB = BENCH MARK DISK
 DH2115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2115_STAMPING: F 189 1946
 DH2115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2115+STABILITY: SURFACE MOTION
 DH2115
 DH2115  HISTORY     - Date     Condition        Report By
 DH2115  HISTORY     - 1946     MONUMENTED       CGS
 DH2115  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2115
 DH2115                          STATION DESCRIPTION
 DH2115
 DH2115'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2115'1.0 MI N FROM GORDO.
 DH2115'ABOUT 1.0 MILE NORTH ALONG A COUNTRY ROAD FROM THE GULF, MOBILE AND
 DH2115'OHIO RAILROAD STATION AT GORDO, 74 FEET NORTHEAST AND ACROSS THE ROAD
 DH2115'FROM THE NORTHEAST CORNER OF A FARM HOUSE, 25 FEET NORTHWEST OF THE
 DH2115'NORTHEAST CORNER OF A SMALL BARN, 70 FEET SOUTHEAST OF A POWER POLE,
 DH2115'26 FEET NORTHEAST OF THE CENTER OF THE ROAD, 1 FOOT BELOW THE CENTER
 DH2115'OF THE ROAD, 2 FEET NORTHEAST OF A FENCE LINE, 2 FEET NORTHWEST OF A
 DH2115'WHITE WOODEN WITNESS POST.
 DH2115
 DH2115                          STATION RECOVERY (1966)
 DH2115
 DH2115'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH2115'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0813 ***********************************************************************
 BT0813  DESIGNATION -  F 19
 BT0813  PID         -  BT0813
 BT0813  STATE/COUNTY-  AL/HOUSTON
 BT0813  USGS QUAD   -  DOTHAN WEST (1981)
 BT0813
 BT0813                         *CURRENT SURVEY CONTROL
 BT0813  ___________________________________________________________________
 BT0813* NAD 83(1986)-  31 13 26.     (N)    085 23 16.     (W)     SCALED    
 BT0813* NAVD 88     -        97.818  (meters)     320.92   (feet)  ADJUSTED  
 BT0813  ___________________________________________________________________
 BT0813  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BT0813  DYNAMIC HT  -          97.696 (meters)     320.52  (feet)  COMP
 BT0813  MODELED GRAV-     979,395.9   (mgal)                       NAVD 88
 BT0813
 BT0813  VERT ORDER  -  SECOND    CLASS 0
 BT0813
 BT0813.The horizontal coordinates were scaled from a topographic map and have
 BT0813.an estimated accuracy of +/- 6 seconds.
 BT0813
 BT0813.The orthometric height was determined by differential leveling
 BT0813.and adjusted by the National Geodetic Survey in June 1991..
 BT0813.WARNING-Repeat measurements at this control monument indicate possible
 BT0813.vertical movement.
 BT0813
 BT0813.The geoid height was determined by GEOID03.
 BT0813
 BT0813.The dynamic height is computed by dividing the NAVD 88
 BT0813.geopotential number by the normal gravity value computed on the
 BT0813.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0813.degrees latitude (g = 980.6199 gals.).
 BT0813
 BT0813.The modeled gravity was interpolated from observed gravity values.
 BT0813
 BT0813;                    North         East    Units  Estimated Accuracy
 BT0813;SPC AL E     -    80,340.      242,450.      MT  (+/- 180 meters Scaled)
 BT0813
 BT0813                          SUPERSEDED SURVEY CONTROL
 BT0813
 BT0813  NGVD 29 (??/??/92)   97.918  (m)          321.25   (f) ADJ UNCH    2 0
 BT0813
 BT0813.Superseded values are not recommended for survey control.
 BT0813.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0813.See file dsdata.txt to determine how the superseded data were derived.
 BT0813
 BT0813_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV535555(NAD 83)
 BT0813_MARKER: DB = BENCH MARK DISK
 BT0813_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT0813_SP_SET: BUILDING
 BT0813_STAMPING: 321.351 F 19 1934
 BT0813_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0813
 BT0813  HISTORY     - Date     Condition        Report By
 BT0813  HISTORY     - 1934     MONUMENTED       CGS
 BT0813  HISTORY     - 1954     GOOD             NGS
 BT0813
 BT0813                          STATION DESCRIPTION
 BT0813
 BT0813'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BT0813'AT DOTHAN.
 BT0813'AT DOTHAN, ABOUT 0.1 MILE NORTHEAST ALONG THE CENTRAL OF GEORGIA
 BT0813'RAILWAY FROM ITS CROSSING WITH EAST MAIN STREET, SET VERTICALLY
 BT0813'IN THE SOUTHEAST FACE OF CENTRAL OF GEORGIA RAILWAY STATION,
 BT0813'23.2 FEET NORTHWEST OF NORTHWEST RAIL, 8 FEET SOUTHWEST OF
 BT0813'SOUTHWEST EDGE OF TELEGRAPH OPERATORS WINDOW, AND 2.6 FEET ABOVE
 BT0813'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0377 ***********************************************************************
 EG0377  DESIGNATION -  F 190
 EG0377  PID         -  EG0377
 EG0377  STATE/COUNTY-  AL/MARION
 EG0377  USGS QUAD   -  DETROIT (1967)
 EG0377
 EG0377                         *CURRENT SURVEY CONTROL
 EG0377  ___________________________________________________________________
 EG0377* NAD 83(1986)-  34 06 12.     (N)    088 07 46.     (W)     SCALED    
 EG0377* NAVD 88     -       131.447  (meters)     431.26   (feet)  ADJUSTED  
 EG0377  ___________________________________________________________________
 EG0377  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EG0377  DYNAMIC HT  -         131.313 (meters)     430.82  (feet)  COMP
 EG0377  MODELED GRAV-     979,617.3   (mgal)                       NAVD 88
 EG0377
 EG0377  VERT ORDER  -  SECOND    CLASS 0
 EG0377
 EG0377.The horizontal coordinates were scaled from a topographic map and have
 EG0377.an estimated accuracy of +/- 6 seconds.
 EG0377
 EG0377.The orthometric height was determined by differential leveling
 EG0377.and adjusted by the National Geodetic Survey in June 1991..
 EG0377
 EG0377.The geoid height was determined by GEOID03.
 EG0377
 EG0377.The dynamic height is computed by dividing the NAVD 88
 EG0377.geopotential number by the normal gravity value computed on the
 EG0377.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0377.degrees latitude (g = 980.6199 gals.).
 EG0377
 EG0377.The modeled gravity was interpolated from observed gravity values.
 EG0377
 EG0377;                    North         East    Units  Estimated Accuracy
 EG0377;SPC AL W     -   455,160.      541,920.      MT  (+/- 180 meters Scaled)
 EG0377
 EG0377                          SUPERSEDED SURVEY CONTROL
 EG0377
 EG0377  NGVD 29 (??/??/92)  131.387  (m)          431.06   (f) ADJ UNCH    2 0
 EG0377
 EG0377.Superseded values are not recommended for survey control.
 EG0377.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0377.See file dsdata.txt to determine how the superseded data were derived.
 EG0377
 EG0377_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC958741(NAD 83)
 EG0377_MARKER: DB = BENCH MARK DISK
 EG0377_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0377_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0377_STAMPING: F 190 1946
 EG0377_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0377+STABILITY: SURFACE MOTION
 EG0377
 EG0377  HISTORY     - Date     Condition        Report By
 EG0377  HISTORY     - 1946     MONUMENTED       CGS
 EG0377
 EG0377                          STATION DESCRIPTION
 EG0377
 EG0377'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EG0377'7.2 MI SE FROM BEXAR.
 EG0377'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT BEXAR BY GOING ABOUT
 EG0377'1.4 MILE EAST ALONG U.S. HIGHWAY 78, THENCE ABOUT 4.2 MILES SOUTH
 EG0377'ALONG A GRAVEL ROAD WHICH FOLLOWS THE EAST SIDE OF SIPSEY CREEK TO THE
 EG0377'HAMILTON-SULLIGENT ROAD, THENCE ABOUT 1.6 MILE SOUTH ALONG THE
 EG0377'HAMILTON-SULLIGENT ROAD.  THE BENCH MARK IS ABOUT 0.1 MILE SOUTH OF
 EG0377'THE OLD KARR STORE, AT THE INTERSECTION WITH A SIDEE ROAD RUNNING
 EG0377'WEST, 39 FEET NORTH OF THE CENTER LINE OF THE SIDE ROAD, 30 FEET WEST
 EG0377'OF THE CENTER LINE OF THE MAIN ROAD, SET NEAR THE SOUTHEAST CORNER OF
 EG0377'A FIELD, AND 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0392 ***********************************************************************
 EG0392  DESIGNATION -  F 191
 EG0392  PID         -  EG0392
 EG0392  STATE/COUNTY-  AL/MARION
 EG0392  USGS QUAD   -  HENSON SPRINGS (1967)
 EG0392
 EG0392                         *CURRENT SURVEY CONTROL
 EG0392  ___________________________________________________________________
 EG0392* NAD 83(1986)-  34 03 32.     (N)    088 01 50.     (W)     SCALED    
 EG0392* NAVD 88     -       151.233  (meters)     496.17   (feet)  ADJUSTED  
 EG0392  ___________________________________________________________________
 EG0392  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 EG0392  DYNAMIC HT  -         151.080 (meters)     495.67  (feet)  COMP
 EG0392  MODELED GRAV-     979,621.1   (mgal)                       NAVD 88
 EG0392
 EG0392  VERT ORDER  -  SECOND    CLASS 0
 EG0392
 EG0392.The horizontal coordinates were scaled from a topographic map and have
 EG0392.an estimated accuracy of +/- 6 seconds.
 EG0392
 EG0392.The orthometric height was determined by differential leveling
 EG0392.and adjusted by the National Geodetic Survey in June 1991..
 EG0392
 EG0392.The geoid height was determined by GEOID03.
 EG0392
 EG0392.The dynamic height is computed by dividing the NAVD 88
 EG0392.geopotential number by the normal gravity value computed on the
 EG0392.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0392.degrees latitude (g = 980.6199 gals.).
 EG0392
 EG0392.The modeled gravity was interpolated from observed gravity values.
 EG0392
 EG0392;                    North         East    Units  Estimated Accuracy
 EG0392;SPC AL W     -   450,180.      551,020.      MT  (+/- 180 meters Scaled)
 EG0392
 EG0392                          SUPERSEDED SURVEY CONTROL
 EG0392
 EG0392  NGVD 29 (??/??/92)  151.17   (m)          496.0    (f) COMPUTED    2 0
 EG0392
 EG0392.Superseded values are not recommended for survey control.
 EG0392.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0392.See file dsdata.txt to determine how the superseded data were derived.
 EG0392
 EG0392_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC048691(NAD 83)
 EG0392_MARKER: DB = BENCH MARK DISK
 EG0392_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0392_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0392_STAMPING: F 191 1946
 EG0392_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0392+STABILITY: SURFACE MOTION
 EG0392_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0392+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 EG0392
 EG0392  HISTORY     - Date     Condition        Report By
 EG0392  HISTORY     - 1946     MONUMENTED       CGS
 EG0392  HISTORY     - 1957     GOOD             NGS
 EG0392  HISTORY     - 20040330 GOOD             ALHD
 EG0392
 EG0392                          STATION DESCRIPTION
 EG0392
 EG0392'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EG0392'11.2 MI NW FROM GUIN.
 EG0392'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT GUIN BY GOING ABOUT
 EG0392'7.1 MILES NORTH ALONG U.S. HIGHWAY 78, THENCE ABOUT 4.1 MILES WEST
 EG0392'ALONG A GRAVEL ROAD KNOWN AS THE JOHNSON FORD ROAD, THE BENCH MARK IS
 EG0392'AT THE CLIVIS STIVNER PLACE, 60 FEET NORTHWEST OF THE NORTHWEST CORNER
 EG0392'OF THE HOUSE, 41 FEET EAST OF THE CENTER LINE OF A CROSS ROAD, 26 FEET
 EG0392'SOUTH OF THE CENTER LINE OF THE JOHNSON FORD ROAD, AND 2 FEET NORTH OF
 EG0392'A WHITE WOODEN WITNESS POST.
 EG0392
 EG0392                          STATION RECOVERY (1957)
 EG0392
 EG0392'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 EG0392'RECOVERED IN GOOD CONDITION.
 EG0392
 EG0392                          STATION RECOVERY (2004)
 EG0392
 EG0392'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EG0392'TO REACH THE STATION FROM EXIT 14 ON U. S. 78 (CORR X), DRIVE
 EG0392'SOUTHWEST ON COUNTY ROAD 35 FOR 2.85 MILES TO COUNTY ROAD 10 LEFT AND
 EG0392'RIGHT AND THE STATION IN THE SOUTHEAST CORNER OF THE INTERSECTION,
 EG0392'29.0 FT SOUTH OF THE CENTER OF COUNTY ROAD 10, 101.O FT EAST OF THE
 EG0392'CENTERLINE OF COUNTY ROAD 35, 58.0 FT WEST OF THE NORTHWEST CORNER OF
 EG0392'THE FRONT PORCH OF A YELLOW BRICK HOUSE AND PROJECTS 9 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0149 ***********************************************************************
 DJ0149  DESIGNATION -  F 192
 DJ0149  PID         -  DJ0149
 DJ0149  STATE/COUNTY-  AL/PICKENS
 DJ0149  USGS QUAD   -  FERNBANK (1985)
 DJ0149
 DJ0149                         *CURRENT SURVEY CONTROL
 DJ0149  ___________________________________________________________________
 DJ0149* NAD 83(1986)-  33 31 16.     (N)    088 13 02.     (W)     SCALED    
 DJ0149* NAVD 88     -       118.216  (meters)     387.85   (feet)  ADJUSTED  
 DJ0149  ___________________________________________________________________
 DJ0149  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DJ0149  DYNAMIC HT  -         118.090 (meters)     387.43  (feet)  COMP
 DJ0149  MODELED GRAV-     979,570.1   (mgal)                       NAVD 88
 DJ0149
 DJ0149  VERT ORDER  -  SECOND    CLASS 0
 DJ0149
 DJ0149.The horizontal coordinates were scaled from a topographic map and have
 DJ0149.an estimated accuracy of +/- 6 seconds.
 DJ0149
 DJ0149.The orthometric height was determined by differential leveling
 DJ0149.and adjusted by the National Geodetic Survey in June 1991..
 DJ0149
 DJ0149.The geoid height was determined by GEOID03.
 DJ0149
 DJ0149.The dynamic height is computed by dividing the NAVD 88
 DJ0149.geopotential number by the normal gravity value computed on the
 DJ0149.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0149.degrees latitude (g = 980.6199 gals.).
 DJ0149
 DJ0149.The modeled gravity was interpolated from observed gravity values.
 DJ0149
 DJ0149;                    North         East    Units  Estimated Accuracy
 DJ0149;SPC AL W     -   390,640.      533,370.      MT  (+/- 180 meters Scaled)
 DJ0149
 DJ0149                          SUPERSEDED SURVEY CONTROL
 DJ0149
 DJ0149  NGVD 29 (??/??/92)  118.183  (m)          387.74   (f) ADJ UNCH    2 0
 DJ0149
 DJ0149.Superseded values are not recommended for survey control.
 DJ0149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0149.See file dsdata.txt to determine how the superseded data were derived.
 DJ0149
 DJ0149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC869097(NAD 83)
 DJ0149_MARKER: DB = BENCH MARK DISK
 DJ0149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0149_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0149_STAMPING: F 192 1946
 DJ0149_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0149+STABILITY: SURFACE MOTION
 DJ0149
 DJ0149  HISTORY     - Date     Condition        Report By
 DJ0149  HISTORY     - 1946     MONUMENTED       CGS
 DJ0149  HISTORY     - 1967     MARK NOT FOUND   USGS
 DJ0149
 DJ0149                          STATION DESCRIPTION
 DJ0149
 DJ0149'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0149'5.0 MI W FROM LIBERTY SCHOOL.
 DJ0149'ABOUT 5.0 MILES NORTHWEST ALONG A ROAD LEADING TO ANDREWS CHAPEL
 DJ0149'CHURCH AND CONTINUING WEST FROM LIBERTY SCHOOL, AT THE JUNCTION WITH A
 DJ0149'T ROAD ONE BRANCH OF WHICH LEADS SOUTHWEST TO STAFFORD, THE OTHER
 DJ0149'NORTHEAST TO MILLPORT.  AT THE FARM PLACE OF MRS. W.G. REDUS, 175 FEET
 DJ0149'SOUTH OF THE SOUTHWEST CORNER OF THE HOUSE, 64 FEET EAST OF THE CENTER
 DJ0149'OF THE NORTH-SOUTH ROAD, 26 FEET NORTH OF AND ABOUT 6-INCHES ABOVE THE
 DJ0149'CENTER OF THE EAST-WEST ROAD, 62 FEET NORTHEAST OF A POWER POLE, 25
 DJ0149'FEET NORTHEAST OF A LARGE SPREADING CEDAR TREE, 2 FEET WEST OF A WHITE
 DJ0149'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 192 1946 AND SET IN A
 DJ0149'CONCRETE POST.  THIS MARK MAY ALSO BE REACHED FROM THE SOUTHERN
 DJ0149'RAILWAY STATION AT MILLPORT BY GOING WEST ALONG THE COLUMBUS ROAD 7.2
 DJ0149'MILES, THENCE SOUTH ON THE STAFFORD ROAD 2.95 MILES.  OR FROM
 DJ0149'ETHELSVILLE BY GOING NORTHWEST ALONG U.S. HIGHWAY 82 FOR 3.8 MILES,
 DJ0149'THENCE NORTH 5.6 MILES TO THE MARK.
 DJ0149
 DJ0149                          STATION RECOVERY (1967)
 DJ0149
 DJ0149'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DJ0149'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0454 ***********************************************************************
 DJ0454  DESIGNATION -  F 193
 DJ0454  PID         -  DJ0454
 DJ0454  STATE/COUNTY-  AL/GREENE
 DJ0454  USGS QUAD   -  PLEASANT RIDGE (1980)
 DJ0454
 DJ0454                         *CURRENT SURVEY CONTROL
 DJ0454  ___________________________________________________________________
 DJ0454* NAD 83(1986)-  33 00 12.     (N)    088 03 59.     (W)     SCALED    
 DJ0454* NAVD 88     -        77.786  (meters)     255.20   (feet)  ADJUSTED  
 DJ0454  ___________________________________________________________________
 DJ0454  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DJ0454  DYNAMIC HT  -          77.699 (meters)     254.92  (feet)  COMP
 DJ0454  MODELED GRAV-     979,519.7   (mgal)                       NAVD 88
 DJ0454
 DJ0454  VERT ORDER  -  SECOND    CLASS 0
 DJ0454
 DJ0454.The horizontal coordinates were scaled from a topographic map and have
 DJ0454.an estimated accuracy of +/- 6 seconds.
 DJ0454
 DJ0454.The orthometric height was determined by differential leveling
 DJ0454.and adjusted by the National Geodetic Survey in June 1991..
 DJ0454
 DJ0454.The geoid height was determined by GEOID03.
 DJ0454
 DJ0454.The dynamic height is computed by dividing the NAVD 88
 DJ0454.geopotential number by the normal gravity value computed on the
 DJ0454.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0454.degrees latitude (g = 980.6199 gals.).
 DJ0454
 DJ0454.The modeled gravity was interpolated from observed gravity values.
 DJ0454
 DJ0454;                    North         East    Units  Estimated Accuracy
 DJ0454;SPC AL W     -   333,130.      547,070.      MT  (+/- 180 meters Scaled)
 DJ0454
 DJ0454                          SUPERSEDED SURVEY CONTROL
 DJ0454
 DJ0454  NGVD 29 (??/??/92)   77.751  (m)          255.09   (f) ADJ UNCH    2 0
 DJ0454
 DJ0454.Superseded values are not recommended for survey control.
 DJ0454.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0454.See file dsdata.txt to determine how the superseded data were derived.
 DJ0454
 DJ0454_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB003521(NAD 83)
 DJ0454_MARKER: DB = BENCH MARK DISK
 DJ0454_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0454_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0454_STAMPING: F 193 1946
 DJ0454_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0454+STABILITY: SURFACE MOTION
 DJ0454
 DJ0454  HISTORY     - Date     Condition        Report By
 DJ0454  HISTORY     - 1946     MONUMENTED       CGS
 DJ0454
 DJ0454                          STATION DESCRIPTION
 DJ0454
 DJ0454'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0454'11.4 MI SE FROM ALICEVILLE.
 DJ0454'ABOUT 11.4 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 DJ0454'AT ALICEVILLE, ABOUT 100 YARDS SOUTHEAST OF THE JUNCTION WITH A FARM
 DJ0454'LANE RUNNING EAST, 47 FEET NORTHEAST OF THE CENTER LINE OF THE
 DJ0454'HIGHWAY, 19 FEET SOUTHWEST OF THE CENTER LINE OF THE LANE, 2 FEET
 DJ0454'NORTHWEST OF A WHITE WOODEN WITNESS POST, AND SET ABOUT 3 FEET HIGHER
 DJ0454'THAN THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0170 ***********************************************************************
 CO0170  DESIGNATION -  F 194
 CO0170  PID         -  CO0170
 CO0170  STATE/COUNTY-  AL/GREENE
 CO0170  USGS QUAD   -  WEST GREENE (1970)
 CO0170
 CO0170                         *CURRENT SURVEY CONTROL
 CO0170  ___________________________________________________________________
 CO0170* NAD 83(1986)-  32 54 19.     (N)    088 00 57.     (W)     SCALED    
 CO0170* NAVD 88     -        46.911  (meters)     153.91   (feet)  ADJUSTED  
 CO0170  ___________________________________________________________________
 CO0170  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CO0170  DYNAMIC HT  -          46.858 (meters)     153.73  (feet)  COMP
 CO0170  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 CO0170
 CO0170  VERT ORDER  -  SECOND    CLASS 0
 CO0170
 CO0170.The horizontal coordinates were scaled from a topographic map and have
 CO0170.an estimated accuracy of +/- 6 seconds.
 CO0170
 CO0170.The orthometric height was determined by differential leveling
 CO0170.and adjusted by the National Geodetic Survey in June 1991..
 CO0170
 CO0170.The geoid height was determined by GEOID03.
 CO0170
 CO0170.The dynamic height is computed by dividing the NAVD 88
 CO0170.geopotential number by the normal gravity value computed on the
 CO0170.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0170.degrees latitude (g = 980.6199 gals.).
 CO0170
 CO0170.The modeled gravity was interpolated from observed gravity values.
 CO0170
 CO0170;                    North         East    Units  Estimated Accuracy
 CO0170;SPC AL W     -   322,230.      551,750.      MT  (+/- 180 meters Scaled)
 CO0170
 CO0170                          SUPERSEDED SURVEY CONTROL
 CO0170
 CO0170  NGVD 29 (??/??/92)   46.880  (m)          153.81   (f) ADJ UNCH    2 0
 CO0170
 CO0170.Superseded values are not recommended for survey control.
 CO0170.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0170.See file dsdata.txt to determine how the superseded data were derived.
 CO0170
 CO0170_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB050412(NAD 83)
 CO0170_MARKER: DB = BENCH MARK DISK
 CO0170_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0170_SP_SET: BRIDGE
 CO0170_STAMPING: F 194 1946
 CO0170_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0170
 CO0170  HISTORY     - Date     Condition        Report By
 CO0170  HISTORY     - 1946     MONUMENTED       CGS
 CO0170
 CO0170                          STATION DESCRIPTION
 CO0170
 CO0170'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0170'1.45 MI SW FROM CLINTON.
 CO0170'ABOUT 1.45 MILES SOUTHWEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE
 CO0170'AT CLINTON, ABOUT 0.25 MILE SOUTHWEST OF A SCHOOL (COLORED), ABOUT
 CO0170'0.25 MILE NORTHEAST OF AN AIRWAY LIGHT BEACON ON THE NORTHWEST SIDE OF
 CO0170'THE ROAD, SET IN THE TOP OF THE EAST WING WALL OF THE NORTH END OF THE
 CO0170'BRIDGE, 12 FEET EAST OF AND ABOUT 1.5 FOOT ABOVE THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0432 ***********************************************************************
 DJ0432  DESIGNATION -  F 195
 DJ0432  PID         -  DJ0432
 DJ0432  STATE/COUNTY-  AL/PICKENS
 DJ0432  USGS QUAD   -  CUNNINGHAM (1982)
 DJ0432
 DJ0432                         *CURRENT SURVEY CONTROL
 DJ0432  ___________________________________________________________________
 DJ0432* NAD 83(1986)-  33 09 26.     (N)    088 03 15.     (W)     SCALED    
 DJ0432* NAVD 88     -        59.048  (meters)     193.73   (feet)  ADJUSTED  
 DJ0432  ___________________________________________________________________
 DJ0432  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DJ0432  DYNAMIC HT  -          58.983 (meters)     193.51  (feet)  COMP
 DJ0432  MODELED GRAV-     979,531.0   (mgal)                       NAVD 88
 DJ0432
 DJ0432  VERT ORDER  -  SECOND    CLASS 0
 DJ0432
 DJ0432.The horizontal coordinates were scaled from a topographic map and have
 DJ0432.an estimated accuracy of +/- 6 seconds.
 DJ0432
 DJ0432.The orthometric height was determined by differential leveling
 DJ0432.and adjusted by the National Geodetic Survey in June 1991..
 DJ0432
 DJ0432.The geoid height was determined by GEOID03.
 DJ0432
 DJ0432.The dynamic height is computed by dividing the NAVD 88
 DJ0432.geopotential number by the normal gravity value computed on the
 DJ0432.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0432.degrees latitude (g = 980.6199 gals.).
 DJ0432
 DJ0432.The modeled gravity was interpolated from observed gravity values.
 DJ0432
 DJ0432;                    North         East    Units  Estimated Accuracy
 DJ0432;SPC AL W     -   350,190.      548,310.      MT  (+/- 180 meters Scaled)
 DJ0432
 DJ0432                          SUPERSEDED SURVEY CONTROL
 DJ0432
 DJ0432  NGVD 29 (??/??/92)   59.002  (m)          193.58   (f) ADJ UNCH    2 0
 DJ0432
 DJ0432.Superseded values are not recommended for survey control.
 DJ0432.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0432.See file dsdata.txt to determine how the superseded data were derived.
 DJ0432
 DJ0432_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB016692(NAD 83)
 DJ0432_MARKER: DB = BENCH MARK DISK
 DJ0432_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0432_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0432_STAMPING: F 195 1946
 DJ0432_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0432+STABILITY: SURFACE MOTION
 DJ0432
 DJ0432  HISTORY     - Date     Condition        Report By
 DJ0432  HISTORY     - 1946     MONUMENTED       CGS
 DJ0432  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0432
 DJ0432                          STATION DESCRIPTION
 DJ0432
 DJ0432'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0432'6.8 MI NE FROM ALICEVILLE.
 DJ0432'ABOUT 2.7 MILES NORTHEAST ALONG STATE HIGHWAY 17 FROM THE POST OFFICE
 DJ0432'AT ALICEVILLE, THENCE ABOUT 4.1 MILES EAST ALONG A ROAD TO BENEVOLA,
 DJ0432'AT A CLEARING NEAR THE EAST-SOUTHEAST CORNER OF A CULTIVATED FIELD,
 DJ0432'0.05 MILE NORTHWEST OF A WOODEN BRIDGE OVER A SMALL CREEK, 26 FEET
 DJ0432'SOUTHWEST OF AND ABOUT 1 FOOT LOWER THAN THE CENTER LINE OF THE ROAD,
 DJ0432'23 FEET NORTH OF A TRIANGULAR BLAZES PINE TREE, 1.5 FEET NORTHEAST OF
 DJ0432'A WOODEN WITNESS POST.  NOTE-- THIS MARK MAY BE REACHED FROM THE
 DJ0432'BENEVOLA GRAMMAR SCHOOL BY GOING 6.8 MILES WEST ALONG THE ROAD TO
 DJ0432'ALICEVILLE.
 DJ0432
 DJ0432                          STATION RECOVERY (1966)
 DJ0432
 DJ0432'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0432'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2040 ***********************************************************************
 DH2040  DESIGNATION -  F 196
 DH2040  PID         -  DH2040
 DH2040  STATE/COUNTY-  AL/PICKENS
 DH2040  USGS QUAD   -  KIRK (1970)
 DH2040
 DH2040                         *CURRENT SURVEY CONTROL
 DH2040  ___________________________________________________________________
 DH2040* NAD 83(1986)-  33 12 45.     (N)    087 58 59.     (W)     SCALED    
 DH2040* NAVD 88     -        87.688  (meters)     287.69   (feet)  ADJUSTED  
 DH2040  ___________________________________________________________________
 DH2040  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH2040  DYNAMIC HT  -          87.592 (meters)     287.37  (feet)  COMP
 DH2040  MODELED GRAV-     979,538.4   (mgal)                       NAVD 88
 DH2040
 DH2040  VERT ORDER  -  SECOND    CLASS 0
 DH2040
 DH2040.The horizontal coordinates were scaled from a topographic map and have
 DH2040.an estimated accuracy of +/- 6 seconds.
 DH2040
 DH2040.The orthometric height was determined by differential leveling
 DH2040.and adjusted by the National Geodetic Survey in June 1991..
 DH2040
 DH2040.The geoid height was determined by GEOID03.
 DH2040
 DH2040.The dynamic height is computed by dividing the NAVD 88
 DH2040.geopotential number by the normal gravity value computed on the
 DH2040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2040.degrees latitude (g = 980.6199 gals.).
 DH2040
 DH2040.The modeled gravity was interpolated from observed gravity values.
 DH2040
 DH2040;                    North         East    Units  Estimated Accuracy
 DH2040;SPC AL W     -   356,280.      554,970.      MT  (+/- 180 meters Scaled)
 DH2040
 DH2040                          SUPERSEDED SURVEY CONTROL
 DH2040
 DH2040  NGVD 29 (??/??/92)   87.631  (m)          287.50   (f) ADJ UNCH    2 0
 DH2040
 DH2040.Superseded values are not recommended for survey control.
 DH2040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2040.See file dsdata.txt to determine how the superseded data were derived.
 DH2040
 DH2040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB083752(NAD 83)
 DH2040_MARKER: DB = BENCH MARK DISK
 DH2040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2040_STAMPING: F 196 1946
 DH2040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2040+STABILITY: SURFACE MOTION
 DH2040
 DH2040  HISTORY     - Date     Condition        Report By
 DH2040  HISTORY     - 1946     MONUMENTED       CGS
 DH2040  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2040
 DH2040                          STATION DESCRIPTION
 DH2040
 DH2040'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2040'1.05 MI NW FROM SPEEDS WATEER MILL.
 DH2040'ABOUT 1.05 MILE NORTHWEST ALONG A ROAD LEADING TO GORDO FROM SPEEDS
 DH2040'WATER MILL, 64 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE I.S.
 DH2040'HOLLINGSWORTH FARM HOUSE, 19 FEET WEST OF THE CENTER LINE OF THE ROAD,
 DH2040'19 FEET NORTH OF THE CENTER LINE OF THE DRIVEWAY TO THE HOUSE, 10 FEET
 DH2040'SOUTHWEST OF A FENCE CORNER, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 DH2040'POST AND ABOUT 2 FEET HIGHER THAN ROAD LEVEL.
 DH2040
 DH2040                          STATION RECOVERY (1966)
 DH2040
 DH2040'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH2040'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0105 ***********************************************************************
 DJ0105  DESIGNATION -  F 197
 DJ0105  PID         -  DJ0105
 DJ0105  STATE/COUNTY-  AL/LAMAR
 DJ0105  USGS QUAD   -  MILLPORT NW (1985)
 DJ0105
 DJ0105                         *CURRENT SURVEY CONTROL
 DJ0105  ___________________________________________________________________
 DJ0105* NAD 83(1986)-  33 38 59.     (N)    088 12 57.     (W)     SCALED    
 DJ0105* NAVD 88     -        73.904  (meters)     242.47   (feet)  ADJUSTED  
 DJ0105  ___________________________________________________________________
 DJ0105  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DJ0105  DYNAMIC HT  -          73.827 (meters)     242.21  (feet)  COMP
 DJ0105  MODELED GRAV-     979,600.5   (mgal)                       NAVD 88
 DJ0105
 DJ0105  VERT ORDER  -  SECOND    CLASS 0
 DJ0105
 DJ0105.The horizontal coordinates were scaled from a topographic map and have
 DJ0105.an estimated accuracy of +/- 6 seconds.
 DJ0105
 DJ0105.The orthometric height was determined by differential leveling
 DJ0105.and adjusted by the National Geodetic Survey in June 1991..
 DJ0105
 DJ0105.The geoid height was determined by GEOID03.
 DJ0105
 DJ0105.The dynamic height is computed by dividing the NAVD 88
 DJ0105.geopotential number by the normal gravity value computed on the
 DJ0105.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0105.degrees latitude (g = 980.6199 gals.).
 DJ0105
 DJ0105.The modeled gravity was interpolated from observed gravity values.
 DJ0105
 DJ0105;                    North         East    Units  Estimated Accuracy
 DJ0105;SPC AL W     -   404,900.      533,600.      MT  (+/- 180 meters Scaled)
 DJ0105
 DJ0105                          SUPERSEDED SURVEY CONTROL
 DJ0105
 DJ0105  NGVD 29 (??/??/92)   73.876  (m)          242.37   (f) ADJ UNCH    2 0
 DJ0105
 DJ0105.Superseded values are not recommended for survey control.
 DJ0105.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0105.See file dsdata.txt to determine how the superseded data were derived.
 DJ0105
 DJ0105_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC872239(NAD 83)
 DJ0105_MARKER: DB = BENCH MARK DISK
 DJ0105_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0105_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0105_STAMPING: F 197 1946
 DJ0105_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0105+STABILITY: SURFACE MOTION
 DJ0105
 DJ0105  HISTORY     - Date     Condition        Report By
 DJ0105  HISTORY     - 1946     MONUMENTED       CGS
 DJ0105  HISTORY     - 19520507 MARK NOT FOUND   LOCENG
 DJ0105  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0105
 DJ0105                          STATION DESCRIPTION
 DJ0105
 DJ0105'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0105'8.8 MI NE FROM STEENS, MISS.
 DJ0105'ABOUT 8.8 MILES NORTHEAST ALONG THE YELLOW CREEK ROAD FROM THE POST
 DJ0105'OFFICE AT STEENS, 42 FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 22
 DJ0105'FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD, 2
 DJ0105'FEET NORTHEAST OF A WOODEN WITNESS POST.  A BRONZE DISK SET IN THE TOP
 DJ0105'OF A CONCRETE POST PROJECTING ABOUT 4 INCHES.
 DJ0105
 DJ0105                          STATION RECOVERY (1952)
 DJ0105
 DJ0105'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 DJ0105'MARK NOT FOUND.
 DJ0105
 DJ0105                          STATION RECOVERY (1966)
 DJ0105
 DJ0105'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0105'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0106 ***********************************************************************
 DJ0106  DESIGNATION -  F 197 RESET
 DJ0106  PID         -  DJ0106
 DJ0106  STATE/COUNTY-  AL/LAMAR
 DJ0106  USGS QUAD   -  MILLPORT NW (1985)
 DJ0106
 DJ0106                         *CURRENT SURVEY CONTROL
 DJ0106  ___________________________________________________________________
 DJ0106* NAD 83(1986)-  33 38 58.     (N)    088 12 57.     (W)     SCALED    
 DJ0106* NAVD 88     -        74.14   (meters)     243.2    (feet)  RESET     
 DJ0106  ___________________________________________________________________
 DJ0106  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 DJ0106
 DJ0106  VERT ORDER  -  THIRD
 DJ0106
 DJ0106.The horizontal coordinates were scaled from a topographic map and have
 DJ0106.an estimated accuracy of +/- 6 seconds.
 DJ0106
 DJ0106.The orthometric height was computed from unverified reset data.
 DJ0106
 DJ0106.The geoid height was determined by GEOID03.
 DJ0106
 DJ0106;                    North         East    Units  Estimated Accuracy
 DJ0106;SPC AL W     -   404,870.      533,600.      MT  (+/- 180 meters Scaled)
 DJ0106
 DJ0106                          SUPERSEDED SURVEY CONTROL
 DJ0106
 DJ0106  NGVD 29 (??/??/??)   74.11   (m)          243.1    (f) RESET       3  
 DJ0106
 DJ0106.Superseded values are not recommended for survey control.
 DJ0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0106.See file dsdata.txt to determine how the superseded data were derived.
 DJ0106
 DJ0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC872239(NAD 83)
 DJ0106_MARKER: DB = BENCH MARK DISK
 DJ0106_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0106_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0106_STAMPING: F 197 RESET 1952
 DJ0106_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0106+STABILITY: SURFACE MOTION
 DJ0106
 DJ0106  HISTORY     - Date     Condition        Report By
 DJ0106  HISTORY     - 1952     MONUMENTED       CGS
 DJ0106
 DJ0106                          STATION DESCRIPTION
 DJ0106
 DJ0106'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DJ0106'8.8 MI NE FROM STEENS, MISS.
 DJ0106'IN LAMAR COUNTY, ALABAMA, 8.8 MILES NORTHEAST ALONG THE YELLOW CREEK
 DJ0106'ROAD FROM THE POST OFFICE AT STEENS, LOWNDES COUNTY, MISSISSIPPI, 36
 DJ0106'FEET WEST OF THE NORTHWEST CORNER OF A HOUSE, 40 FEET SOUTHEAST OF THE
 DJ0106'CENTER LINE OF THE ROAD, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 DJ0106'POST, AND ABOUT 2 FEET HIGHER THAN THE ROAD.  A STANDARD DISK, STAMPED
 DJ0106'F 197 RESET 1952 AND SET IN THE TOP OF A CONCRETE POST ABOUT FLUSH
 DJ0106'WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0517 ***********************************************************************
 DJ0517  DESIGNATION -  F 198
 DJ0517  PID         -  DJ0517
 DJ0517  STATE/COUNTY-  AL/PICKENS
 DJ0517  USGS QUAD   -  REFORM SW (1985)
 DJ0517
 DJ0517                         *CURRENT SURVEY CONTROL
 DJ0517  ___________________________________________________________________
 DJ0517* NAD 83(1986)-  33 20 19.     (N)    088 14 44.     (W)     SCALED    
 DJ0517* NAVD 88     -        98.711  (meters)     323.85   (feet)  ADJUSTED  
 DJ0517  ___________________________________________________________________
 DJ0517  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 DJ0517  DYNAMIC HT  -          98.605 (meters)     323.51  (feet)  COMP
 DJ0517  MODELED GRAV-     979,564.4   (mgal)                       NAVD 88
 DJ0517
 DJ0517  VERT ORDER  -  SECOND    CLASS 0
 DJ0517
 DJ0517.The horizontal coordinates were scaled from a topographic map and have
 DJ0517.an estimated accuracy of +/- 6 seconds.
 DJ0517
 DJ0517.The orthometric height was determined by differential leveling
 DJ0517.and adjusted by the National Geodetic Survey in June 1991..
 DJ0517
 DJ0517.The geoid height was determined by GEOID03.
 DJ0517
 DJ0517.The dynamic height is computed by dividing the NAVD 88
 DJ0517.geopotential number by the normal gravity value computed on the
 DJ0517.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0517.degrees latitude (g = 980.6199 gals.).
 DJ0517
 DJ0517.The modeled gravity was interpolated from observed gravity values.
 DJ0517
 DJ0517;                    North         East    Units  Estimated Accuracy
 DJ0517;SPC AL W     -   370,410.      530,600.      MT  (+/- 180 meters Scaled)
 DJ0517
 DJ0517                          SUPERSEDED SURVEY CONTROL
 DJ0517
 DJ0517  NGVD 29 (??/??/92)   98.684  (m)          323.77   (f) ADJ UNCH    2 0
 DJ0517
 DJ0517.Superseded values are not recommended for survey control.
 DJ0517.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0517.See file dsdata.txt to determine how the superseded data were derived.
 DJ0517
 DJ0517_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB840895(NAD 83)
 DJ0517_MARKER: DB = BENCH MARK DISK
 DJ0517_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0517_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0517_STAMPING: F 198 1946
 DJ0517_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0517+STABILITY: SURFACE MOTION
 DJ0517
 DJ0517  HISTORY     - Date     Condition        Report By
 DJ0517  HISTORY     - 1946     MONUMENTED       CGS
 DJ0517  HISTORY     - 1958     GOOD             NGS
 DJ0517
 DJ0517                          STATION DESCRIPTION
 DJ0517
 DJ0517'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DJ0517'6.85 MI S FROM ETHELSVILLE.
 DJ0517'LOCATED 0.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD, THEN TAKE RIGHT
 DJ0517'FORK AND GO SOUTH FOR 6.45 MILES FROM THE GULF, MOBILE AND OHIO
 DJ0517'RAILROAD STATION IN ETHELSVILLE, TO THE MARK ON THE RIGHT ON THE
 DJ0517'PROPERTY OF BAXTON OSWALT.  IT IS 55 FEET WEST OF THE CENTER OF THE
 DJ0517'ROAD, 108 FEET WEST OF THE CENTER OF THE WELL, AND 12 FEET SOUTH OF A
 DJ0517'POWER POLE WHERE THE POWER LINE CROSSES THE ROAD.  IT IS A STANDARD
 DJ0517'DISK SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 6
 DJ0517'INCHES AND ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0500 ***********************************************************************
 DJ0500  DESIGNATION -  F 199 RESET
 DJ0500  PID         -  DJ0500
 DJ0500  STATE/COUNTY-  AL/PICKENS
 DJ0500  USGS QUAD   -  ALICEVILLE NORTH (1980)
 DJ0500
 DJ0500                         *CURRENT SURVEY CONTROL
 DJ0500  ___________________________________________________________________
 DJ0500* NAD 83(1986)-  33 14 36.     (N)    088 13 16.     (W)     SCALED    
 DJ0500* NAVD 88     -        62.01   (meters)     203.4    (feet)  RESET     
 DJ0500  ___________________________________________________________________
 DJ0500  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 DJ0500
 DJ0500  VERT ORDER  -  THIRD
 DJ0500
 DJ0500.The horizontal coordinates were scaled from a topographic map and have
 DJ0500.an estimated accuracy of +/- 6 seconds.
 DJ0500
 DJ0500.The orthometric height was computed from unverified reset data.
 DJ0500
 DJ0500.The geoid height was determined by GEOID03.
 DJ0500
 DJ0500;                    North         East    Units  Estimated Accuracy
 DJ0500;SPC AL W     -   359,830.      532,800.      MT  (+/- 180 meters Scaled)
 DJ0500
 DJ0500                          SUPERSEDED SURVEY CONTROL
 DJ0500
 DJ0500  NGVD 29 (??/??/??)   61.97   (m)          203.3    (f) RESET       3  
 DJ0500
 DJ0500.Superseded values are not recommended for survey control.
 DJ0500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0500.See file dsdata.txt to determine how the superseded data were derived.
 DJ0500
 DJ0500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB862789(NAD 83)
 DJ0500_MARKER: DB = BENCH MARK DISK
 DJ0500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0500_STAMPING: F 199 RESET 1948
 DJ0500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0500+STABILITY: SURFACE MOTION
 DJ0500
 DJ0500  HISTORY     - Date     Condition        Report By
 DJ0500  HISTORY     - 1948     MONUMENTED       CGS
 DJ0500  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0500
 DJ0500                          STATION DESCRIPTION
 DJ0500
 DJ0500'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DJ0500'3 MI E FROM PICKENSVILLE.
 DJ0500'3 MILES EAST ALONG STATE HIGHWAY 70 FROM THE POST OFFICE AT
 DJ0500'PICKENSVILLE, PICKENS COUNTY, 115 FEET EAST OF A ROAD LEADING TO A
 DJ0500'FARMHOUSE, 135 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 DJ0500'FARMHOUSE, 161 FEET WEST OF RIGHT-OF-WAY MARKER STATION 153+66.3, AND
 DJ0500'62 FEET NORTHWEST OF THE CENTERLINE OF THE HIGHWAY.  A STANDARD DISK,
 DJ0500'STAMPED F 199 RESET 1948 AND SET IN THE TOP OF A CONCRETE POST.
 DJ0500
 DJ0500                          STATION RECOVERY (1966)
 DJ0500
 DJ0500'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0500'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0156 ***********************************************************************
 BV0156  DESIGNATION -  F 2
 BV0156  PID         -  BV0156
 BV0156  STATE/COUNTY-  AL/WASHINGTON
 BV0156  USGS QUAD   -  DEER PARK (1982)
 BV0156
 BV0156                         *CURRENT SURVEY CONTROL
 BV0156  ___________________________________________________________________
 BV0156* NAD 83(1986)-  31 13 01.     (N)    088 18 51.     (W)     SCALED    
 BV0156* NAVD 88     -        47.120  (meters)     154.59   (feet)  POSTED    
 BV0156  ___________________________________________________________________
 BV0156  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BV0156  DYNAMIC HT  -          47.060 (meters)     154.40  (feet)  COMP
 BV0156  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 BV0156
 BV0156  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BV0156
 BV0156.The horizontal coordinates were scaled from a topographic map and have
 BV0156.an estimated accuracy of +/- 6 seconds.
 BV0156
 BV0156.The orthometric height was determined by differential leveling
 BV0156.and adjusted by the National Geodetic Survey in 1992..
 BV0156.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BV0156.rate of 1.1 thru 2.0 mm/km.
 BV0156
 BV0156.The geoid height was determined by GEOID03.
 BV0156
 BV0156.The dynamic height is computed by dividing the NAVD 88
 BV0156.geopotential number by the normal gravity value computed on the
 BV0156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0156.degrees latitude (g = 980.6199 gals.).
 BV0156
 BV0156.The modeled gravity was interpolated from observed gravity values.
 BV0156
 BV0156;                    North         East    Units  Estimated Accuracy
 BV0156;SPC AL W     -   135,190.      522,420.      MT  (+/- 180 meters Scaled)
 BV0156
 BV0156                          SUPERSEDED SURVEY CONTROL
 BV0156
 BV0156.No superseded survey control is available for this station.
 BV0156
 BV0156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV748543(NAD 83)
 BV0156_MARKER: Q = CHISELED SQUARE
 BV0156_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0156_SP_SET: MARBLE
 BV0156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0156+STABILITY: SURFACE MOTION
 BV0156
 BV0156  HISTORY     - Date     Condition        Report By
 BV0156  HISTORY     - UNK      MONUMENTED       CGS
 BV0156  HISTORY     - 1940     GOOD             NGS
 BV0156
 BV0156                          STATION DESCRIPTION
 BV0156
 BV0156'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BV0156'IN DEER PARK.
 BV0156'AT DEER PARK, WASHINGTON COUNTY, IN THE FRONT YARD OF AN OLD
 BV0156'DILAPIDATED BUILDING OWNED BY MRS. W. R. LEON, ON THE EAST SIDE OF THE
 BV0156'MOBILE AND OHIO RAILROAD, SOUTH-WEST OF THE DEER PARK PUBLIC SCHOOL,
 BV0156'ABOUT 35 FEET SOUTH OF A LUMBER DRY KILN, 21 FEET WEST OF AN OLD WELL,
 BV0156'20 FEET NORTH OF A 28-INCH WATER ELM.  A MARBLE BLOCK OR POST
 BV0156'PROJECTING ABOUT 2-INCHES ABOVE THE GROUND, WITH THE NORTH-EAST CORNER
 BV0156'OF A CHISELED SQUARE VISIBLE THERE-ON, 1 FOOT NORTH OF A WHITE MARKER
 BV0156'POST STENCILED U.S.B.M.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0155 ***********************************************************************
 BV0155  DESIGNATION -  F 2 RM
 BV0155  PID         -  BV0155
 BV0155  STATE/COUNTY-  AL/WASHINGTON
 BV0155  USGS QUAD   -  DEER PARK (1982)
 BV0155
 BV0155                         *CURRENT SURVEY CONTROL
 BV0155  ___________________________________________________________________
 BV0155* NAD 83(1986)-  31 13 01.     (N)    088 18 51.     (W)     SCALED    
 BV0155* NAVD 88     -        46.777  (meters)     153.47   (feet)  POSTED    
 BV0155  ___________________________________________________________________
 BV0155  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BV0155  DYNAMIC HT  -          46.720 (meters)     153.28  (feet)  COMP
 BV0155  MODELED GRAV-     979,392.3   (mgal)                       NAVD 88
 BV0155
 BV0155  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 BV0155
 BV0155.The horizontal coordinates were scaled from a topographic map and have
 BV0155.an estimated accuracy of +/- 6 seconds.
 BV0155
 BV0155.The orthometric height was determined by differential leveling
 BV0155.and adjusted by the National Geodetic Survey in 1992..
 BV0155.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 BV0155.rate of 1.1 thru 2.0 mm/km.
 BV0155
 BV0155.The geoid height was determined by GEOID03.
 BV0155
 BV0155.The dynamic height is computed by dividing the NAVD 88
 BV0155.geopotential number by the normal gravity value computed on the
 BV0155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0155.degrees latitude (g = 980.6199 gals.).
 BV0155
 BV0155.The modeled gravity was interpolated from observed gravity values.
 BV0155
 BV0155;                    North         East    Units  Estimated Accuracy
 BV0155;SPC AL W     -   135,190.      522,420.      MT  (+/- 180 meters Scaled)
 BV0155
 BV0155                          SUPERSEDED SURVEY CONTROL
 BV0155
 BV0155.No superseded survey control is available for this station.
 BV0155
 BV0155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV748543(NAD 83)
 BV0155_MARKER: DD = SURVEY DISK
 BV0155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0155_STAMPING: 114.2 REF. MARK F-2
 BV0155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0155+STABILITY: SURFACE MOTION
 BV0155
 BV0155  HISTORY     - Date     Condition        Report By
 BV0155  HISTORY     - UNK      MONUMENTED       USE
 BV0155  HISTORY     - 1940     GOOD             NGS
 BV0155
 BV0155                          STATION DESCRIPTION
 BV0155
 BV0155'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 BV0155'IN DEER PARK.
 BV0155'AT DEER PARK, ALONG THE GULF, MOBILE AND OHIO RAILROAD, 71 FEET
 BV0155'NORTH-EAST OF THE CENTER-LINE OF THE TRACK, 175 FEET SOUTH-EAST OF THE
 BV0155'CROSSING OF THE ROAD AND TRACKS, 63 FEET NORTH OF A TELEGRAPH POLE, 36
 BV0155'FEET WEST OF A 3-FOOT WATER ELM, 1 FOOT NORTH OF A WHITE MARKER POST
 BV0155'STENCILED U.S.B.M.  A STANDARD DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1112 ***********************************************************************
 CM1112  DESIGNATION -  F 20
 CM1112  PID         -  CM1112
 CM1112  STATE/COUNTY-  AL/BULLOCK
 CM1112  USGS QUAD   -  MIDWAY (1973)
 CM1112
 CM1112                         *CURRENT SURVEY CONTROL
 CM1112  ___________________________________________________________________
 CM1112* NAD 83(1986)-  32 01 50.     (N)    085 30 35.     (W)     SCALED    
 CM1112* NAVD 88     -       148.046  (meters)     485.71   (feet)  ADJUSTED  
 CM1112  ___________________________________________________________________
 CM1112  GEOID HEIGHT-         -26.53  (meters)                     GEOID03
 CM1112  DYNAMIC HT  -         147.874 (meters)     485.15  (feet)  COMP
 CM1112  MODELED GRAV-     979,473.8   (mgal)                       NAVD 88
 CM1112
 CM1112  VERT ORDER  -  SECOND    CLASS 0
 CM1112
 CM1112.The horizontal coordinates were scaled from a topographic map and have
 CM1112.an estimated accuracy of +/- 6 seconds.
 CM1112
 CM1112.The orthometric height was determined by differential leveling
 CM1112.and adjusted by the National Geodetic Survey in June 1991..
 CM1112
 CM1112.The geoid height was determined by GEOID03.
 CM1112
 CM1112.The dynamic height is computed by dividing the NAVD 88
 CM1112.geopotential number by the normal gravity value computed on the
 CM1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1112.degrees latitude (g = 980.6199 gals.).
 CM1112
 CM1112.The modeled gravity was interpolated from observed gravity values.
 CM1112
 CM1112;                    North         East    Units  Estimated Accuracy
 CM1112;SPC AL E     -   169,740.      230,570.      MT  (+/- 180 meters Scaled)
 CM1112
 CM1112                          SUPERSEDED SURVEY CONTROL
 CM1112
 CM1112  NGVD 29 (??/??/92)  148.045  (m)          485.71   (f) ADJ UNCH    2 0
 CM1112
 CM1112.Superseded values are not recommended for survey control.
 CM1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1112.See file dsdata.txt to determine how the superseded data were derived.
 CM1112
 CM1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA407447(NAD 83)
 CM1112_MARKER: DB = BENCH MARK DISK
 CM1112_SETTING: 0 = UNSPECIFIED SETTING
 CM1112_STAMPING: F 20 1934
 CM1112_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1112
 CM1112  HISTORY     - Date     Condition        Report By
 CM1112  HISTORY     - 1934     MONUMENTED       CGS
 CM1112  HISTORY     - 1972     POOR             USGS
 CM1112
 CM1112                          STATION DESCRIPTION
 CM1112
 CM1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1112'3.1 MI S FROM MIDWAY.
 CM1112'ALONG STATE HIGHWAY NO. 51, FROM RR STATION, 2 MILES NORTH OF
 CM1112'BULLOCK-BARBOUR COUNTY LINE.  34 FEET NORTHWEST OF HIGHWAY. 11 FEET
 CM1112'NORTH OF POWER LINE POLE.  2 FEET SOUTHEAST OF RIGHT OF WAY FENCE.
 CM1112'12 FEET SOUTH OF HIGHWAY RIGHT OF WAY MARKER NO. 908 PLUS 95.
 CM1112
 CM1112                          STATION RECOVERY (1972)
 CM1112
 CM1112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CM1112'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1945 ***********************************************************************
 DH1945  DESIGNATION -  F 200
 DH1945  PID         -  DH1945
 DH1945  STATE/COUNTY-  AL/TUSCALOOSA
 DH1945  USGS QUAD   -  COKER (1978)
 DH1945
 DH1945                         *CURRENT SURVEY CONTROL
 DH1945  ___________________________________________________________________
 DH1945* NAD 83(1986)-  33 08 49.     (N)    087 42 31.     (W)     SCALED    
 DH1945* NAVD 88     -        91.767  (meters)     301.07   (feet)  ADJUSTED  
 DH1945  ___________________________________________________________________
 DH1945  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH1945  DYNAMIC HT  -          91.667 (meters)     300.74  (feet)  COMP
 DH1945  MODELED GRAV-     979,541.4   (mgal)                       NAVD 88
 DH1945
 DH1945  VERT ORDER  -  SECOND    CLASS 0
 DH1945
 DH1945.The horizontal coordinates were scaled from a topographic map and have
 DH1945.an estimated accuracy of +/- 6 seconds.
 DH1945
 DH1945.The orthometric height was determined by differential leveling
 DH1945.and adjusted by the National Geodetic Survey in June 1991..
 DH1945
 DH1945.The geoid height was determined by GEOID03.
 DH1945
 DH1945.The dynamic height is computed by dividing the NAVD 88
 DH1945.geopotential number by the normal gravity value computed on the
 DH1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1945.degrees latitude (g = 980.6199 gals.).
 DH1945
 DH1945.The modeled gravity was interpolated from observed gravity values.
 DH1945
 DH1945;                    North         East    Units  Estimated Accuracy
 DH1945;SPC AL W     -   348,930.      580,540.      MT  (+/- 180 meters Scaled)
 DH1945
 DH1945                          SUPERSEDED SURVEY CONTROL
 DH1945
 DH1945  NGVD 29 (??/??/92)   91.726  (m)          300.94   (f) ADJ UNCH    2 0
 DH1945
 DH1945.Superseded values are not recommended for survey control.
 DH1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1945.See file dsdata.txt to determine how the superseded data were derived.
 DH1945
 DH1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB339678(NAD 83)
 DH1945_MARKER: DB = BENCH MARK DISK
 DH1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1945_STAMPING: F 200 1946
 DH1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1945+STABILITY: SURFACE MOTION
 DH1945
 DH1945  HISTORY     - Date     Condition        Report By
 DH1945  HISTORY     - 1946     MONUMENTED       CGS
 DH1945
 DH1945                          STATION DESCRIPTION
 DH1945
 DH1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1945'2.25 MI SE FROM ROMULUS.
 DH1945'ABOUT 2.25 MILES SOUTHEAST ALONG THE ROMULUS-MT. ZION CHURCH ROAD FROM
 DH1945'THE STORE AT ROMULUS, 18 FEET WEST OF THE CENTER LINE OF THE ROAD, 38
 DH1945'FEET SOUTHWEST OF A TRIANGULAR BLAZED 10-INCH PINE TREE, 68 FEET
 DH1945'NORTHWEST OF A TRIANGULAR BLAZED 28-INCH OAK TREE, 26 FEET NORTH OF A
 DH1945'TRIANGULAR BLAZED 6-INCH PINE TREE, 54 FEET SOUTH OF THE CENTER LINE
 DH1945'OF A WOODS ROAD JUNCTION, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 DH1945'POST AND IS ABOUT LEVEL WITH THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1687 ***********************************************************************
 DH1687  DESIGNATION -  F 201
 DH1687  PID         -  DH1687
 DH1687  STATE/COUNTY-  AL/FAYETTE
 DH1687  USGS QUAD   -  NEW LEXINGTON (1981)
 DH1687
 DH1687                         *CURRENT SURVEY CONTROL
 DH1687  ___________________________________________________________________
 DH1687* NAD 83(1986)-  33 33 05.     (N)    087 42 37.     (W)     SCALED    
 DH1687* NAVD 88     -       167.073  (meters)     548.14   (feet)  ADJUSTED  
 DH1687  ___________________________________________________________________
 DH1687  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 DH1687  DYNAMIC HT  -         166.897 (meters)     547.56  (feet)  COMP
 DH1687  MODELED GRAV-     979,579.4   (mgal)                       NAVD 88
 DH1687
 DH1687  VERT ORDER  -  SECOND    CLASS 0
 DH1687
 DH1687.The horizontal coordinates were scaled from a topographic map and have
 DH1687.an estimated accuracy of +/- 6 seconds.
 DH1687
 DH1687.The orthometric height was determined by differential leveling
 DH1687.and adjusted by the National Geodetic Survey in June 1991..
 DH1687
 DH1687.The geoid height was determined by GEOID03.
 DH1687
 DH1687.The dynamic height is computed by dividing the NAVD 88
 DH1687.geopotential number by the normal gravity value computed on the
 DH1687.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1687.degrees latitude (g = 980.6199 gals.).
 DH1687
 DH1687.The modeled gravity was interpolated from observed gravity values.
 DH1687
 DH1687;                    North         East    Units  Estimated Accuracy
 DH1687;SPC AL W     -   393,780.      580,470.      MT  (+/- 180 meters Scaled)
 DH1687
 DH1687                          SUPERSEDED SURVEY CONTROL
 DH1687
 DH1687  NGVD 29 (??/??/92)  167.038  (m)          548.02   (f) ADJ UNCH    2 0
 DH1687
 DH1687.Superseded values are not recommended for survey control.
 DH1687.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1687.See file dsdata.txt to determine how the superseded data were derived.
 DH1687
 DH1687_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC340126(NAD 83)
 DH1687_MARKER: DB = BENCH MARK DISK
 DH1687_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1687_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1687_STAMPING: F 201 1946
 DH1687_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1687+STABILITY: SURFACE MOTION
 DH1687
 DH1687  HISTORY     - Date     Condition        Report By
 DH1687  HISTORY     - 1946     MONUMENTED       CGS
 DH1687  HISTORY     - 20040401 GOOD             ALHD
 DH1687  HISTORY     - 20050901 GOOD             ALDOT
 DH1687
 DH1687                          STATION DESCRIPTION
 DH1687
 DH1687'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1687'6.3 MI E FROM NEWTONVILLE.
 DH1687'ABOUT 6.3 MILES EAST ALONG A GRAVEL ROAD LEADING TO ETTECA SCHOOL FROM
 DH1687'THE CEMETERY AT NEWTONVILLE, 2.1 MILES WEST OF NEW HOPE CHURCH, 1.6
 DH1687'MILES EAST OF THE CONCORD BAPTIST CHURCH, IN THE CENTER OF A TRIANGLE
 DH1687'FORMED BY ROAD INTERSECTION, NEAR A FARM HOUSE, 91 FEET NORTH OF 3
 DH1687'MAIL BOXES, 67 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 24
 DH1687'FEET SOUTHWEST OF AND ABOUT 2 FEET ABOVE THE CENTER LINE OF THE ROAD,
 DH1687'24 FEET EAST OF THE WEST ROAD, 15 FEET NORTH OF THE SOUTH ROAD, 9 FEET
 DH1687'EAST OF A 12 INCH GUM TREE, 2 FEET EAST OF A WOODEN WITNESS POST.
 DH1687
 DH1687                          STATION RECOVERY (2004)
 DH1687
 DH1687'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 DH1687'RECOVERED IN GOOD CONDITION.
 DH1687
 DH1687                          STATION RECOVERY (2005)
 DH1687
 DH1687'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 DH1687'TO REACH THE STATION FROM THE JUNCTION OF US 43,STATE ROUTE 18, AND
 DH1687'STATE ROUTE 13, PROCEED SOUTH ON US 43 FOR 7.0 MILES TO ETTECA ROAD ON
 DH1687'THE RIGHT, TURN RIGHT ON ETTECA ROAD AND PROCEED 4.0 MILES TO A GRAVEL
 DH1687'ROAD ON THE LEFT. TURN LEFT ON THE GRAVEL ROAD AND PROCEED FOR 0.1
 DH1687'MILES TO THE STATION ON THE RIGHT IN THE TRIANGLE FOR THE GRAVEL ROAD
 DH1687'AND ANOTHER GRAVEL ROAD HEADING NORTH.
 DH1687'THE MARK IS 17.9 FEET NORTH OF THE CENTERLINE OF THE GRAVEL ROAD THAT
 DH1687'RUNS EAST-WEST, 30.5 FEET WEST-SOUTHWEST OF THE CENTERLINE OF THE
 DH1687'GRAVEL ROAD THAT RUNS NORTH, 21.0 FEET EAST-NORTHEAST OF THE GRAVEL
 DH1687'ROAD ON THE LEFT OF THE STATION.
 DH1687'MARK IS 31.3 FEET NORTHWEST OF A 36 INCH BLAZED AND PAINTED OAK TREE
 DH1687'THAT IS ACROSS FROM THE GRAVEL ROAD THAT RUNS EAST-WEST, 13.0 FEET
 DH1687'SOUTHWEST FROM A 15 INCH BLAZED AND PAINTED PINE TREE IN THE TRIANGLE,
 DH1687'14.0 FEET SOUTHEAST FROM A 15 INCH BLAZED AND PAINTED PINE TREE IN THE
 DH1687'TRIANGLE.
 DH1687' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0062 ***********************************************************************
 CO0062  DESIGNATION -  F 202
 CO0062  PID         -  CO0062
 CO0062  STATE/COUNTY-  AL/SUMTER
 CO0062  USGS QUAD   -  PANOLA (1973)
 CO0062
 CO0062                         *CURRENT SURVEY CONTROL
 CO0062  ___________________________________________________________________
 CO0062* NAD 83(1986)-  32 58 54.     (N)    088 17 41.     (W)     SCALED    
 CO0062* NAVD 88     -        45.727  (meters)     150.02   (feet)  ADJUSTED  
 CO0062  ___________________________________________________________________
 CO0062  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CO0062  DYNAMIC HT  -          45.676 (meters)     149.86  (feet)  COMP
 CO0062  MODELED GRAV-     979,525.8   (mgal)                       NAVD 88
 CO0062
 CO0062  VERT ORDER  -  SECOND    CLASS 0
 CO0062
 CO0062.The horizontal coordinates were scaled from a topographic map and have
 CO0062.an estimated accuracy of +/- 6 seconds.
 CO0062
 CO0062.The orthometric height was determined by differential leveling
 CO0062.and adjusted by the National Geodetic Survey in June 1991..
 CO0062
 CO0062.The geoid height was determined by GEOID03.
 CO0062
 CO0062.The dynamic height is computed by dividing the NAVD 88
 CO0062.geopotential number by the normal gravity value computed on the
 CO0062.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0062.degrees latitude (g = 980.6199 gals.).
 CO0062
 CO0062.The modeled gravity was interpolated from observed gravity values.
 CO0062
 CO0062;                    North         East    Units  Estimated Accuracy
 CO0062;SPC AL W     -   330,860.      525,720.      MT  (+/- 180 meters Scaled)
 CO0062
 CO0062                          SUPERSEDED SURVEY CONTROL
 CO0062
 CO0062  NGVD 29 (??/??/92)   45.693  (m)          149.91   (f) ADJ UNCH    2 0
 CO0062
 CO0062.Superseded values are not recommended for survey control.
 CO0062.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0062.See file dsdata.txt to determine how the superseded data were derived.
 CO0062
 CO0062_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB790499(NAD 83)
 CO0062_MARKER: DB = BENCH MARK DISK
 CO0062_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0062_SP_SET: ABUTMENT
 CO0062_STAMPING: F 202 1946
 CO0062_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0062
 CO0062  HISTORY     - Date     Condition        Report By
 CO0062  HISTORY     - 1946     MONUMENTED       CGS
 CO0062
 CO0062                          STATION DESCRIPTION
 CO0062
 CO0062'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0062'2.0 MI S FROM DANCY.
 CO0062'2.0 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT DANCY,
 CO0062'0.8 MILE SOUTH OF THE SUMTER-PICKENS COUNTY LINE, SET IN THE TOP OF
 CO0062'THE NORTHEAST END OF THE NORTH ABUTMENT OF A 90 FOOT CONCRETE BRIDGE,
 CO0062'15 FEET EAST OF THE CENTER OF THE HIGHWAY AND 6-INCHES ABOVE ITS
 CO0062'LEVEL, 1.5 FEET NORTHEAST OF THE NORTH END OF THE EAST GUARD RAIL OF
 CO0062'THE BRIDGE.  A STANDARD DISK, STAMPED F 202 1946 AND SET IN A CONCRETE
 CO0062'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0125 ***********************************************************************
 CO0125  DESIGNATION -  F 203
 CO0125  PID         -  CO0125
 CO0125  STATE/COUNTY-  AL/SUMTER
 CO0125  USGS QUAD   -  GEIGER (1973)
 CO0125
 CO0125                         *CURRENT SURVEY CONTROL
 CO0125  ___________________________________________________________________
 CO0125* NAD 83(1986)-  32 49 23.     (N)    088 17 06.     (W)     SCALED    
 CO0125* NAVD 88     -        35.973  (meters)     118.02   (feet)  ADJUSTED  
 CO0125  ___________________________________________________________________
 CO0125  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CO0125  DYNAMIC HT  -          35.932 (meters)     117.89  (feet)  COMP
 CO0125  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 CO0125
 CO0125  VERT ORDER  -  SECOND    CLASS 0
 CO0125
 CO0125.The horizontal coordinates were scaled from a topographic map and have
 CO0125.an estimated accuracy of +/- 6 seconds.
 CO0125
 CO0125.The orthometric height was determined by differential leveling
 CO0125.and adjusted by the National Geodetic Survey in June 1991..
 CO0125
 CO0125.The geoid height was determined by GEOID03.
 CO0125
 CO0125.The dynamic height is computed by dividing the NAVD 88
 CO0125.geopotential number by the normal gravity value computed on the
 CO0125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0125.degrees latitude (g = 980.6199 gals.).
 CO0125
 CO0125.The modeled gravity was interpolated from observed gravity values.
 CO0125
 CO0125;                    North         East    Units  Estimated Accuracy
 CO0125;SPC AL W     -   313,260.      526,500.      MT  (+/- 180 meters Scaled)
 CO0125
 CO0125                          SUPERSEDED SURVEY CONTROL
 CO0125
 CO0125  NGVD 29 (??/??/92)   35.944  (m)          117.93   (f) ADJ UNCH    2 0
 CO0125
 CO0125.Superseded values are not recommended for survey control.
 CO0125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0125.See file dsdata.txt to determine how the superseded data were derived.
 CO0125
 CO0125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB797324(NAD 83)
 CO0125_MARKER: DB = BENCH MARK DISK
 CO0125_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0125_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0125_STAMPING: F 203 1946
 CO0125_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0125+STABILITY: SURFACE MOTION
 CO0125
 CO0125  HISTORY     - Date     Condition        Report By
 CO0125  HISTORY     - 1946     MONUMENTED       CGS
 CO0125
 CO0125                          STATION DESCRIPTION
 CO0125
 CO0125'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0125'3.7 MI SE FROM GEIGER.
 CO0125'1.35 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CO0125'GEIGER, THENCE 2.35 MILES SOUTHEAST ALONG THE GEIGER-GAINESVILLE ROAD,
 CO0125'ABOUT 130 YARDS WEST OF THE JUNCTION OF A ROAD LEADING NORTHEAST,
 CO0125'ABOUT 0.25 MILE NORTHWEST OF A WOODEN BRIDGE OVER BODKA CREEK, 59 FEET
 CO0125'WEST OF THE CENTER OF A JUNCTION OF THE MAIN ROAD AND A DIM WOODS ROAD
 CO0125'LEADING SOUTH, 26 FEET SOUTH OF THE CENTER LINE OF THE MAIN ROAD, 20
 CO0125'FEET NORTHWEST OF A 30-INCH GUM TREE, 1 1/2 FEET WEST OF A WHITE
 CO0125'WOODEN WITNESS POST.  A STANDARD DISK, STAMPED F 203 1946, AND SET IN
 CO0125'THE TOP OF A CONCRETE POST PROJECTING ABOUT 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0206 ***********************************************************************
 CO0206  DESIGNATION -  F 204
 CO0206  PID         -  CO0206
 CO0206  STATE/COUNTY-  AL/SUMTER
 CO0206  USGS QUAD   -  EPES WEST (1986)
 CO0206
 CO0206                         *CURRENT SURVEY CONTROL
 CO0206  ___________________________________________________________________
 CO0206* NAD 83(1986)-  32 43 02.     (N)    088 10 02.     (W)     SCALED    
 CO0206* NAVD 88     -        44.461  (meters)     145.87   (feet)  ADJUSTED  
 CO0206  ___________________________________________________________________
 CO0206  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CO0206  DYNAMIC HT  -          44.410 (meters)     145.70  (feet)  COMP
 CO0206  MODELED GRAV-     979,505.0   (mgal)                       NAVD 88
 CO0206
 CO0206  VERT ORDER  -  SECOND    CLASS 0
 CO0206
 CO0206.The horizontal coordinates were scaled from a topographic map and have
 CO0206.an estimated accuracy of +/- 6 seconds.
 CO0206
 CO0206.The orthometric height was determined by differential leveling
 CO0206.and adjusted by the National Geodetic Survey in June 1991..
 CO0206
 CO0206.The geoid height was determined by GEOID03.
 CO0206
 CO0206.The dynamic height is computed by dividing the NAVD 88
 CO0206.geopotential number by the normal gravity value computed on the
 CO0206.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0206.degrees latitude (g = 980.6199 gals.).
 CO0206
 CO0206.The modeled gravity was interpolated from observed gravity values.
 CO0206
 CO0206;                    North         East    Units  Estimated Accuracy
 CO0206;SPC AL W     -   301,450.      537,450.      MT  (+/- 180 meters Scaled)
 CO0206
 CO0206                          SUPERSEDED SURVEY CONTROL
 CO0206
 CO0206  NGVD 29 (??/??/92)   44.431  (m)          145.77   (f) ADJ UNCH    2 0
 CO0206
 CO0206.Superseded values are not recommended for survey control.
 CO0206.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0206.See file dsdata.txt to determine how the superseded data were derived.
 CO0206
 CO0206_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB906205(NAD 83)
 CO0206_MARKER: DB = BENCH MARK DISK
 CO0206_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0206_SP_SET: CULVERT
 CO0206_STAMPING: F 204 1946
 CO0206_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0206
 CO0206  HISTORY     - Date     Condition        Report By
 CO0206  HISTORY     - 1946     MONUMENTED       CGS
 CO0206
 CO0206                          STATION DESCRIPTION
 CO0206
 CO0206'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0206'7.7 MI S FROM GAINESVILLE.
 CO0206'7.7 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 CO0206'GAINESVILLE, 1.0 MILE NORTH OF THE INTERSECTION WITH THE
 CO0206'EPES-SUMTERVILLE ROAD, IN THE TOP OF THE NORTH END OF THE WEST
 CO0206'HEADWALL OF AN 8-FOOT DOUBLE CONCRETE CULVERT, 14 FEET WEST OF AND
 CO0206'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 CO0206'STAMPED F 204 1946 AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0086 ***********************************************************************
 CO0086  DESIGNATION -  F 205
 CO0086  PID         -  CO0086
 CO0086  STATE/COUNTY-  AL/SUMTER
 CO0086  USGS QUAD   -  EMELLE (1987)
 CO0086
 CO0086                         *CURRENT SURVEY CONTROL
 CO0086  ___________________________________________________________________
 CO0086* NAD 83(1986)-  32 37 40.     (N)    088 18 15.     (W)     SCALED    
 CO0086* NAVD 88     -        41.933  (meters)     137.58   (feet)  ADJUSTED  
 CO0086  ___________________________________________________________________
 CO0086  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 CO0086  DYNAMIC HT  -          41.884 (meters)     137.41  (feet)  COMP
 CO0086  MODELED GRAV-     979,485.1   (mgal)                       NAVD 88
 CO0086
 CO0086  VERT ORDER  -  SECOND    CLASS 0
 CO0086
 CO0086.The horizontal coordinates were scaled from a topographic map and have
 CO0086.an estimated accuracy of +/- 6 seconds.
 CO0086
 CO0086.The orthometric height was determined by differential leveling
 CO0086.and adjusted by the National Geodetic Survey in June 1991..
 CO0086
 CO0086.The geoid height was determined by GEOID03.
 CO0086
 CO0086.The dynamic height is computed by dividing the NAVD 88
 CO0086.geopotential number by the normal gravity value computed on the
 CO0086.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0086.degrees latitude (g = 980.6199 gals.).
 CO0086
 CO0086.The modeled gravity was interpolated from observed gravity values.
 CO0086
 CO0086;                    North         East    Units  Estimated Accuracy
 CO0086;SPC AL W     -   291,620.      524,540.      MT  (+/- 180 meters Scaled)
 CO0086
 CO0086                          SUPERSEDED SURVEY CONTROL
 CO0086
 CO0086  NGVD 29 (??/??/92)   41.905  (m)          137.48   (f) ADJ UNCH    2 0
 CO0086
 CO0086.Superseded values are not recommended for survey control.
 CO0086.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0086.See file dsdata.txt to determine how the superseded data were derived.
 CO0086
 CO0086_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB776107(NAD 83)
 CO0086_MARKER: DB = BENCH MARK DISK
 CO0086_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0086_SP_SET: ABUTMENT
 CO0086_STAMPING: F 205 1946
 CO0086_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0086
 CO0086  HISTORY     - Date     Condition        Report By
 CO0086  HISTORY     - 1946     MONUMENTED       CGS
 CO0086
 CO0086                          STATION DESCRIPTION
 CO0086
 CO0086'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0086'0.6 MI N FROM BOYD.
 CO0086'0.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE GIN AT BOYD, IN THE TOP
 CO0086'OF THE EAST END OF THE SOUTH ABUTMENT OF THE CONCRETE HIGHWAY BRIDGE
 CO0086'OVER SANOOCHEE CREEK, ABOUT 0.2 MILE SOUTH OF THE CROSSING OF THE
 CO0086'ALABAMA, TENNESSEE AND NORTHERN RAILROAD, 16 FEET EAST OF AND ABOUT
 CO0086'LEVEL WITH THE CENTER LINE OF THE BRIDGE FLOOR.  A STANDARD DISK,
 CO0086'STAMPED F 205 1946 AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1914 ***********************************************************************
 DH1914  DESIGNATION -  F 206 RESET
 DH1914  PID         -  DH1914
 DH1914  STATE/COUNTY-  AL/TUSCALOOSA
 DH1914  USGS QUAD   -  FOSTERS (1978)
 DH1914
 DH1914                         *CURRENT SURVEY CONTROL
 DH1914  ___________________________________________________________________
 DH1914* NAD 83(1986)-  33 05 40.     (N)    087 41 13.     (W)     SCALED    
 DH1914* NAVD 88     -        45.75   (meters)     150.1    (feet)  RESET     
 DH1914  ___________________________________________________________________
 DH1914  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH1914
 DH1914  VERT ORDER  -  THIRD
 DH1914
 DH1914.The horizontal coordinates were scaled from a topographic map and have
 DH1914.an estimated accuracy of +/- 6 seconds.
 DH1914
 DH1914.The orthometric height was computed from unverified reset data.
 DH1914
 DH1914.The geoid height was determined by GEOID03.
 DH1914
 DH1914;                    North         East    Units  Estimated Accuracy
 DH1914;SPC AL W     -   343,100.      582,550.      MT  (+/- 180 meters Scaled)
 DH1914
 DH1914                          SUPERSEDED SURVEY CONTROL
 DH1914
 DH1914.No superseded survey control is available for this station.
 DH1914
 DH1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB358619(NAD 83)
 DH1914_MARKER: DB = BENCH MARK DISK
 DH1914_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1914_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1914_STAMPING: F 206 RESET 1953
 DH1914_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1914+STABILITY: SURFACE MOTION
 DH1914
 DH1914  HISTORY     - Date     Condition        Report By
 DH1914  HISTORY     - 1953     MONUMENTED       CGS
 DH1914  HISTORY     - 1954     GOOD             NGS
 DH1914
 DH1914                          STATION DESCRIPTION
 DH1914
 DH1914'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 DH1914'6.7 MI NE FROM RALPH.
 DH1914'6.7 MILES NORTHEAST ALONG OLD U.S. HIGHWAY 11 FROM THE POST OFFICE AT
 DH1914'RALPH, TUSCALOOSA COUNTY, AT THE JUNCTION OF A GRAVEL ROAD LEADING
 DH1914'WEST, 274 FEET NORTHEAST OF THE EAST CORNER OF THE W.W. BALLARD
 DH1914'RESIDENCE, 137 FEET SOUTHWEST ACROSS THE GRAVEL ROAD FROM A FENCE
 DH1914'CORNER, 73.2 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AT
 DH1914'SURVEY STATION 578+00, 65 FEET SOUTHEAST OF THE CENTER LONE OF THE
 DH1914'GRAVEL ROAD, AND ABOUT LEVEL WITH THE HIGHWAY. A STANDARD DISK,
 DH1914'STAMPED F 206 RESET 1953 AND SET IN THE TOP OF A CONCRETE POST
 DH1914'PROJECTING ABOUT 6 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1947 ***********************************************************************
 DH1947  DESIGNATION -  F 207
 DH1947  PID         -  DH1947
 DH1947  STATE/COUNTY-  AL/GREENE
 DH1947  USGS QUAD   -  MANTUA (1970)
 DH1947
 DH1947                         *CURRENT SURVEY CONTROL
 DH1947  ___________________________________________________________________
 DH1947* NAD 83(1986)-  33 03 09.     (N)    087 58 19.     (W)     SCALED    
 DH1947* NAVD 88     -        68.286  (meters)     224.03   (feet)  ADJUSTED  
 DH1947  ___________________________________________________________________
 DH1947  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 DH1947  DYNAMIC HT  -          68.210 (meters)     223.79  (feet)  COMP
 DH1947  MODELED GRAV-     979,523.0   (mgal)                       NAVD 88
 DH1947
 DH1947  VERT ORDER  -  SECOND    CLASS 0
 DH1947
 DH1947.The horizontal coordinates were scaled from a topographic map and have
 DH1947.an estimated accuracy of +/- 6 seconds.
 DH1947
 DH1947.The orthometric height was determined by differential leveling
 DH1947.and adjusted by the National Geodetic Survey in June 1991..
 DH1947
 DH1947.The geoid height was determined by GEOID03.
 DH1947
 DH1947.The dynamic height is computed by dividing the NAVD 88
 DH1947.geopotential number by the normal gravity value computed on the
 DH1947.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1947.degrees latitude (g = 980.6199 gals.).
 DH1947
 DH1947.The modeled gravity was interpolated from observed gravity values.
 DH1947
 DH1947;                    North         East    Units  Estimated Accuracy
 DH1947;SPC AL W     -   338,530.      555,920.      MT  (+/- 180 meters Scaled)
 DH1947
 DH1947                          SUPERSEDED SURVEY CONTROL
 DH1947
 DH1947  NGVD 29 (??/??/92)   68.245  (m)          223.90   (f) ADJ UNCH    2 0
 DH1947
 DH1947.Superseded values are not recommended for survey control.
 DH1947.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1947.See file dsdata.txt to determine how the superseded data were derived.
 DH1947
 DH1947_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB092575(NAD 83)
 DH1947_MARKER: DB = BENCH MARK DISK
 DH1947_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1947_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1947_STAMPING: F 207 1946
 DH1947_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1947+STABILITY: SURFACE MOTION
 DH1947
 DH1947  HISTORY     - Date     Condition        Report By
 DH1947  HISTORY     - 1946     MONUMENTED       CGS
 DH1947
 DH1947                          STATION DESCRIPTION
 DH1947
 DH1947'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1947'2.6 MI W FROM MANTUA.
 DH1947'ABOUT 2.6 MILES WEST ALONG THE MANTUA-LEWISTON ROAD FROM THE POST
 DH1947'OFFICE AT MANTUA, AT A FARM ROAD INTERSECTION, IN THE NORTHEAST
 DH1947'QUARTER OF THE INTERSECTION, 172 FEET WEST OF THE SOUTHWEST CORNER OF
 DH1947'A FARM HOUSE OWNED BY F. I. EATMAN, 29 FEET NORTH OF THE CENTER LINE
 DH1947'OF THE MAIN ROAD, 21 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 2
 DH1947'FEET EAST OF A WHITE WOODEN WITNESS POST AND ABOUT 1 FOOT ABOVE ROAD
 DH1947'LEVEL.  NOTE-- THIS MARK MAY BE REACHED BY GOING 1.8 MILE NORTHEAST
 DH1947'ALONG A GRAVEL ROAD FROM THE CROSS ROADS AT LEWISTON TO A Y JUNCTION
 DH1947'WITH A ROAD LEADING NORTHEAST TO JENA AND A ROAD LEADING EAST TO
 DH1947'MANTUA, THENCE EAST ALONG THE MANTUA ROAD FOR 1.3 MILE TO THE SITE OF
 DH1947'THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1974 ***********************************************************************
 DH1974  DESIGNATION -  F 208 RESET
 DH1974  PID         -  DH1974
 DH1974  STATE/COUNTY-  AL/TUSCALOOSA
 DH1974  USGS QUAD   -  ROMULUS (1981)
 DH1974
 DH1974                         *CURRENT SURVEY CONTROL
 DH1974  ___________________________________________________________________
 DH1974* NAD 83(1986)-  33 08 12.     (N)    087 50 17.     (W)     SCALED    
 DH1974* NAVD 88     -        60.38   (meters)     198.1    (feet)  RESET     
 DH1974  ___________________________________________________________________
 DH1974  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH1974
 DH1974  VERT ORDER  -  THIRD
 DH1974
 DH1974.The horizontal coordinates were scaled from a topographic map and have
 DH1974.an estimated accuracy of +/- 6 seconds.
 DH1974
 DH1974.The orthometric height was computed from unverified reset data.
 DH1974
 DH1974.The geoid height was determined by GEOID03.
 DH1974
 DH1974;                    North         East    Units  Estimated Accuracy
 DH1974;SPC AL W     -   347,820.      568,460.      MT  (+/- 180 meters Scaled)
 DH1974
 DH1974                          SUPERSEDED SURVEY CONTROL
 DH1974
 DH1974.No superseded survey control is available for this station.
 DH1974
 DH1974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB218667(NAD 83)
 DH1974_MARKER: DB = BENCH MARK DISK
 DH1974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1974_STAMPING: F 208 1946 RESET 1954
 DH1974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1974+STABILITY: SURFACE MOTION
 DH1974
 DH1974  HISTORY     - Date     Condition        Report By
 DH1974  HISTORY     - 1954     MONUMENTED       CGS
 DH1974
 DH1974                          STATION DESCRIPTION
 DH1974
 DH1974'DESCRIBED BY COAST AND GEODETIC SURVEY 1954
 DH1974'10.1 MI NE FROM SNODDY.
 DH1974'ABOUT 10.1 MILES NORTHEAST OF SNODDY, ABOUT A MILE EAST OF THE
 DH1974'SETTLEMENT OF JENA, 107 FEET NORTHEAST OF THE CENTER OF A CROSSROADS,
 DH1974'71.5 FEET EAST OF CENTER OF TUSCALOOSA-GREENE COUNTY-LINE ROAD, 40
 DH1974'FEET NORTH OF THE CENTERLINE OF THE ROMULUS-JENA ROAD, AND 2 FEET EAST
 DH1974'OF A WITNESS POST.  ELEVATION IS 197.954 FEET OR 60.336 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2738 ***********************************************************************
 CN2738  DESIGNATION -  F 209
 CN2738  PID         -  CN2738
 CN2738  STATE/COUNTY-  AL/GREENE
 CN2738  USGS QUAD   -  KNOXVILLE (1980)
 CN2738
 CN2738                         *CURRENT SURVEY CONTROL
 CN2738  ___________________________________________________________________
 CN2738* NAD 83(1986)-  32 52 50.     (N)    087 51 59.     (W)     SCALED    
 CN2738* NAVD 88     -        39.676  (meters)     130.17   (feet)  ADJUSTED  
 CN2738  ___________________________________________________________________
 CN2738  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CN2738  DYNAMIC HT  -          39.631 (meters)     130.02  (feet)  COMP
 CN2738  MODELED GRAV-     979,517.4   (mgal)                       NAVD 88
 CN2738
 CN2738  VERT ORDER  -  SECOND    CLASS 0
 CN2738
 CN2738.The horizontal coordinates were scaled from a topographic map and have
 CN2738.an estimated accuracy of +/- 6 seconds.
 CN2738
 CN2738.The orthometric height was determined by differential leveling
 CN2738.and adjusted by the National Geodetic Survey in June 1991..
 CN2738
 CN2738.The geoid height was determined by GEOID03.
 CN2738
 CN2738.The dynamic height is computed by dividing the NAVD 88
 CN2738.geopotential number by the normal gravity value computed on the
 CN2738.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2738.degrees latitude (g = 980.6199 gals.).
 CN2738
 CN2738.The modeled gravity was interpolated from observed gravity values.
 CN2738
 CN2738;                    North         East    Units  Estimated Accuracy
 CN2738;SPC AL W     -   319,430.      565,720.      MT  (+/- 180 meters Scaled)
 CN2738
 CN2738                          SUPERSEDED SURVEY CONTROL
 CN2738
 CN2738  NGVD 29 (??/??/92)   39.646  (m)          130.07   (f) ADJ UNCH    2 0
 CN2738
 CN2738.Superseded values are not recommended for survey control.
 CN2738.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2738.See file dsdata.txt to determine how the superseded data were derived.
 CN2738
 CN2738_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB189383(NAD 83)
 CN2738_MARKER: DB = BENCH MARK DISK
 CN2738_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2738_SP_SET: CULVERT
 CN2738_STAMPING: F 209 1946
 CN2738_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2738
 CN2738  HISTORY     - Date     Condition        Report By
 CN2738  HISTORY     - 1946     MONUMENTED       CGS
 CN2738
 CN2738                          STATION DESCRIPTION
 CN2738
 CN2738'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CN2738'3.4 MI NE FROM EUTAW.
 CN2738'ABOUT 3.4 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COURT HOUSE
 CN2738'AT EUTAW, ABOUT 135 YARDS SOUTH OF THE ELAM SMITH STORE, SET IN THE
 CN2738'TOP OF THE SOUTH END OF THE EAST HEADWALL OF A TRIPLE 10 X 6 FT.
 CN2738'CONCRETE BOX CULVERT, 15 FEET EAST OF THE CENTER LINE OF THE HIGHWAY
 CN2738'AND ABOUT 1 FOOT LOWER THAN HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0768 ***********************************************************************
 CM0768  DESIGNATION -  F 21
 CM0768  PID         -  CM0768
 CM0768  STATE/COUNTY-  AL/RUSSELL
 CM0768  USGS QUAD   -  FORT MITCHELL (1984)
 CM0768
 CM0768                         *CURRENT SURVEY CONTROL
 CM0768  ___________________________________________________________________
 CM0768* NAD 83(1986)-  32 19 24.     (N)    085 05 46.     (W)     SCALED    
 CM0768* NAVD 88     -        93.015  (meters)     305.17   (feet)  ADJUSTED  
 CM0768  ___________________________________________________________________
 CM0768  GEOID HEIGHT-         -26.96  (meters)                     GEOID03
 CM0768  DYNAMIC HT  -          92.909 (meters)     304.82  (feet)  COMP
 CM0768  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 CM0768
 CM0768  VERT ORDER  -  SECOND    CLASS 0
 CM0768
 CM0768.The horizontal coordinates were scaled from a topographic map and have
 CM0768.an estimated accuracy of +/- 6 seconds.
 CM0768
 CM0768.The orthometric height was determined by differential leveling
 CM0768.and adjusted by the National Geodetic Survey in June 1991..
 CM0768
 CM0768.The geoid height was determined by GEOID03.
 CM0768
 CM0768.The dynamic height is computed by dividing the NAVD 88
 CM0768.geopotential number by the normal gravity value computed on the
 CM0768.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0768.degrees latitude (g = 980.6199 gals.).
 CM0768
 CM0768.The modeled gravity was interpolated from observed gravity values.
 CM0768
 CM0768;                    North         East    Units  Estimated Accuracy
 CM0768;SPC AL E     -   202,400.      269,420.      MT  (+/- 180 meters Scaled)
 CM0768
 CM0768                          SUPERSEDED SURVEY CONTROL
 CM0768
 CM0768  NGVD 29 (??/??/92)   93.036  (m)          305.24   (f) ADJ UNCH    2 0
 CM0768
 CM0768.Superseded values are not recommended for survey control.
 CM0768.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0768.See file dsdata.txt to determine how the superseded data were derived.
 CM0768
 CM0768_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA792778(NAD 83)
 CM0768_MARKER: DB = BENCH MARK DISK
 CM0768_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0768_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0768_STAMPING: F 21 1934
 CM0768_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0768+STABILITY: SURFACE MOTION
 CM0768
 CM0768  HISTORY     - Date     Condition        Report By
 CM0768  HISTORY     - 1934     MONUMENTED       CGS
 CM0768  HISTORY     - 1952     GOOD             NGS
 CM0768
 CM0768                          STATION DESCRIPTION
 CM0768
 CM0768'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0768'AT LATO.
 CM0768'AT LATO, ALONG THE CENTRAL OF GEORGIA RAILWAY, AT A GRAVEL ROAD
 CM0768'CROSSING, 18 FEET NORTH OF NORTH RAIL OF THE MAIN TRACK, 100 FEET
 CM0768'EAST OF CENTER LINE OF GRAVEL ROAD, 24 1/2 FEET EAST OF MILE POST
 CM0768'S 306, 48 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT SOUTH OF A
 CM0768'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF TRACK AND
 CM0768'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0102 ***********************************************************************
 CO0102  DESIGNATION -  F 210
 CO0102  PID         -  CO0102
 CO0102  STATE/COUNTY-  AL/SUMTER
 CO0102  USGS QUAD   -  EMELLE (1987)
 CO0102
 CO0102                         *CURRENT SURVEY CONTROL
 CO0102  ___________________________________________________________________
 CO0102* NAD 83(1986)-  32 38 28.     (N)    088 16 34.     (W)     SCALED    
 CO0102* NAVD 88     -        45.076  (meters)     147.89   (feet)  ADJUSTED  
 CO0102  ___________________________________________________________________
 CO0102  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CO0102  DYNAMIC HT  -          45.024 (meters)     147.72  (feet)  COMP
 CO0102  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CO0102
 CO0102  VERT ORDER  -  SECOND    CLASS 0
 CO0102
 CO0102.The horizontal coordinates were scaled from a topographic map and have
 CO0102.an estimated accuracy of +/- 6 seconds.
 CO0102
 CO0102.The orthometric height was determined by differential leveling
 CO0102.and adjusted by the National Geodetic Survey in June 1991..
 CO0102
 CO0102.The geoid height was determined by GEOID03.
 CO0102
 CO0102.The dynamic height is computed by dividing the NAVD 88
 CO0102.geopotential number by the normal gravity value computed on the
 CO0102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0102.degrees latitude (g = 980.6199 gals.).
 CO0102
 CO0102.The modeled gravity was interpolated from observed gravity values.
 CO0102
 CO0102;                    North         East    Units  Estimated Accuracy
 CO0102;SPC AL W     -   293,080.      527,180.      MT  (+/- 180 meters Scaled)
 CO0102
 CO0102                          SUPERSEDED SURVEY CONTROL
 CO0102
 CO0102  NGVD 29 (??/??/92)   45.048  (m)          147.79   (f) ADJ UNCH    2 0
 CO0102
 CO0102.Superseded values are not recommended for survey control.
 CO0102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0102.See file dsdata.txt to determine how the superseded data were derived.
 CO0102
 CO0102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB803122(NAD 83)
 CO0102_MARKER: DB = BENCH MARK DISK
 CO0102_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0102_SP_SET: ABUTMENT
 CO0102_STAMPING: F 210 1946
 CO0102_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0102
 CO0102  HISTORY     - Date     Condition        Report By
 CO0102  HISTORY     - 1946     MONUMENTED       CGS
 CO0102
 CO0102                          STATION DESCRIPTION
 CO0102
 CO0102'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0102'3.4 MI NE FROM BOYD.
 CO0102'1.6 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE GIN AT BOYD, THENCE 1.8
 CO0102'MILE EAST ALONG THE LIVINGSTON-BOYD ROAD, IN THE TOP OF THE SOUTH END
 CO0102'OF THE EAST ABUTMENT OF THE MOST EASTERLY OF TWO CONCRETE BRIDGES, 16
 CO0102'FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE BRIDGE
 CO0102'FLOOR.  A STANDARD DISK, STAMPED F 210 1946 AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1314 ***********************************************************************
 DH1314  DESIGNATION -  F 211
 DH1314  PID         -  DH1314
 DH1314  STATE/COUNTY-  AL/JEFFERSON
 DH1314  USGS QUAD   -  BROOKSIDE (1986)
 DH1314
 DH1314                         *CURRENT SURVEY CONTROL
 DH1314  ___________________________________________________________________
 DH1314* NAD 83(1986)-  33 37 35.     (N)    086 56 04.     (W)     SCALED    
 DH1314* NAVD 88     -       111.314  (meters)     365.20   (feet)  ADJUSTED  
 DH1314  ___________________________________________________________________
 DH1314  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH1314  DYNAMIC HT  -         111.193 (meters)     364.81  (feet)  COMP
 DH1314  MODELED GRAV-     979,548.7   (mgal)                       NAVD 88
 DH1314
 DH1314  VERT ORDER  -  SECOND    CLASS 0
 DH1314
 DH1314.The horizontal coordinates were scaled from a topographic map and have
 DH1314.an estimated accuracy of +/- 6 seconds.
 DH1314
 DH1314.The orthometric height was determined by differential leveling
 DH1314.and adjusted by the National Geodetic Survey in June 1991..
 DH1314
 DH1314.The geoid height was determined by GEOID03.
 DH1314
 DH1314.The dynamic height is computed by dividing the NAVD 88
 DH1314.geopotential number by the normal gravity value computed on the
 DH1314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1314.degrees latitude (g = 980.6199 gals.).
 DH1314
 DH1314.The modeled gravity was interpolated from observed gravity values.
 DH1314
 DH1314;                    North         East    Units  Estimated Accuracy
 DH1314;SPC AL W     -   402,220.      652,470.      MT  (+/- 180 meters Scaled)
 DH1314
 DH1314                          SUPERSEDED SURVEY CONTROL
 DH1314
 DH1314  NGVD 29 (??/??/92)  111.277  (m)          365.08   (f) ADJ UNCH    2 0
 DH1314
 DH1314.Superseded values are not recommended for survey control.
 DH1314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1314.See file dsdata.txt to determine how the superseded data were derived.
 DH1314
 DH1314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC060207(NAD 83)
 DH1314_MARKER: DB = BENCH MARK DISK
 DH1314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1314_STAMPING: F 211 1946
 DH1314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1314+STABILITY: SURFACE MOTION
 DH1314
 DH1314  HISTORY     - Date     Condition        Report By
 DH1314  HISTORY     - 1946     MONUMENTED       CGS
 DH1314
 DH1314                          STATION DESCRIPTION
 DH1314
 DH1314'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1314'0.9 MI NE FROM BLOSSBURG.
 DH1314'ABOUT 0.9 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 DH1314'BLOSSBURG, AT THE PINKNEY CITY SCHOOL, 94 FEET NORTHEAST OF THE
 DH1314'NORTHWEST CORNER OF THE SCHOOL, 30 FEET WEST OF THE CENTER LINE OF THE
 DH1314'DRIVE WAY LEADING TO THE MAIN ENTRANCE DOOR, 7.5 FEET NORTHWEST OF THE
 DH1314'NORTHWEST CORNER OF A WELL HOUSE, 2 FEET EAST OF A WHITE WOODEN
 DH1314'WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 DH1314'INCHES.  NOTE-- THIS MARK IS ABOUT 1.7 MILES SOUTH OF THE POST OFFICE
 DH1314'AT CARDIFF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1490 ***********************************************************************
 DH1490  DESIGNATION -  F 212
 DH1490  PID         -  DH1490
 DH1490  STATE/COUNTY-  AL/WALKER
 DH1490  USGS QUAD   -  CORDOVA (1983)
 DH1490
 DH1490                         *CURRENT SURVEY CONTROL
 DH1490  ___________________________________________________________________
 DH1490* NAD 83(1986)-  33 47 43.     (N)    087 09 00.     (W)     SCALED    
 DH1490* NAVD 88     -        82.149  (meters)     269.52   (feet)  ADJUSTED  
 DH1490  ___________________________________________________________________
 DH1490  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 DH1490  DYNAMIC HT  -          82.065 (meters)     269.24  (feet)  COMP
 DH1490  MODELED GRAV-     979,605.4   (mgal)                       NAVD 88
 DH1490
 DH1490  VERT ORDER  -  SECOND    CLASS 0
 DH1490
 DH1490.The horizontal coordinates were scaled from a topographic map and have
 DH1490.an estimated accuracy of +/- 6 seconds.
 DH1490
 DH1490.The orthometric height was determined by differential leveling
 DH1490.and adjusted by the National Geodetic Survey in June 1991..
 DH1490
 DH1490.The geoid height was determined by GEOID03.
 DH1490
 DH1490.The dynamic height is computed by dividing the NAVD 88
 DH1490.geopotential number by the normal gravity value computed on the
 DH1490.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1490.degrees latitude (g = 980.6199 gals.).
 DH1490
 DH1490.The modeled gravity was interpolated from observed gravity values.
 DH1490
 DH1490;                    North         East    Units  Estimated Accuracy
 DH1490;SPC AL W     -   420,870.      632,410.      MT  (+/- 180 meters Scaled)
 DH1490
 DH1490                          SUPERSEDED SURVEY CONTROL
 DH1490
 DH1490  NGVD 29 (??/??/92)   82.131  (m)          269.46   (f) ADJ UNCH    2 0
 DH1490
 DH1490.Superseded values are not recommended for survey control.
 DH1490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1490.See file dsdata.txt to determine how the superseded data were derived.
 DH1490
 DH1490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC861394(NAD 83)
 DH1490_MARKER: DB = BENCH MARK DISK
 DH1490_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1490_SP_SET: CULVERT
 DH1490_STAMPING: F 212 1946
 DH1490_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1490
 DH1490  HISTORY     - Date     Condition        Report By
 DH1490  HISTORY     - 1946     MONUMENTED       CGS
 DH1490
 DH1490                          STATION DESCRIPTION
 DH1490
 DH1490'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1490'4.55 MI NE FROM CORDOVA.
 DH1490'ABOUT 1.0 MILE EAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILWAY FROM
 DH1490'THE STATION AT CORDOVA, THENCE ABOUT 3.55 MILES NORTH ALONG THE
 DH1490'CORDOVA-SIPSEY ROAD, ABOUT 1.0 MILE SOUTH OF THE JUNCTION OF U. S.
 DH1490'HIGHWAY 78, 0.3 MILE SOUTH OF A CHURCH, SET IN THE TOP OF THE
 DH1490'NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 11.5-FOOT CONCRETE
 DH1490'DOUBLE CULVERT, 12.5 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER
 DH1490'LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1468 ***********************************************************************
 DH1468  DESIGNATION -  F 213
 DH1468  PID         -  DH1468
 DH1468  STATE/COUNTY-  AL/WALKER
 DH1468  USGS QUAD   -  SIPSEY (1983)
 DH1468
 DH1468                         *CURRENT SURVEY CONTROL
 DH1468  ___________________________________________________________________
 DH1468* NAD 83(1986)-  33 52 02.     (N)    087 03 03.     (W)     SCALED    
 DH1468* NAVD 88     -       168.810  (meters)     553.84   (feet)  ADJUSTED  
 DH1468  ___________________________________________________________________
 DH1468  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DH1468  DYNAMIC HT  -         168.636 (meters)     553.27  (feet)  COMP
 DH1468  MODELED GRAV-     979,601.5   (mgal)                       NAVD 88
 DH1468
 DH1468  VERT ORDER  -  SECOND    CLASS 0
 DH1468
 DH1468.The horizontal coordinates were scaled from a topographic map and have
 DH1468.an estimated accuracy of +/- 6 seconds.
 DH1468
 DH1468.The orthometric height was determined by differential leveling
 DH1468.and adjusted by the National Geodetic Survey in June 1991..
 DH1468
 DH1468.The geoid height was determined by GEOID03.
 DH1468
 DH1468.The dynamic height is computed by dividing the NAVD 88
 DH1468.geopotential number by the normal gravity value computed on the
 DH1468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1468.degrees latitude (g = 980.6199 gals.).
 DH1468
 DH1468.The modeled gravity was interpolated from observed gravity values.
 DH1468
 DH1468;                    North         East    Units  Estimated Accuracy
 DH1468;SPC AL W     -   428,880.      641,560.      MT  (+/- 180 meters Scaled)
 DH1468
 DH1468                          SUPERSEDED SURVEY CONTROL
 DH1468
 DH1468  NGVD 29 (??/??/92)  168.787  (m)          553.76   (f) ADJ UNCH    2 0
 DH1468
 DH1468.Superseded values are not recommended for survey control.
 DH1468.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1468.See file dsdata.txt to determine how the superseded data were derived.
 DH1468
 DH1468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC952474(NAD 83)
 DH1468_MARKER: DB = BENCH MARK DISK
 DH1468_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1468_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1468_STAMPING: F 213 1946
 DH1468_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1468+STABILITY: SURFACE MOTION
 DH1468
 DH1468  HISTORY     - Date     Condition        Report By
 DH1468  HISTORY     - 1946     MONUMENTED       CGS
 DH1468
 DH1468                          STATION DESCRIPTION
 DH1468
 DH1468'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1468'5.05 MI NE FROM SIPSEY.
 DH1468'ABOUT 1.2 MILES EAST ALONG THE SIPSEY-SUMITON ROAD FROM THE POST
 DH1468'OFFICE AT SIPSEY, THENCE ABOUT 3.85 MILES NORTH ALONG A GRAVEL ROAD
 DH1468'LEADING TO MT. HOPE CHURCH, ABOUT 1.25 MILES SOUTH OF MT. HOPE CHURCH,
 DH1468'ABOUT 0.4 MILE NORTHEAST OF WHEELER SCHOOL, AT A Y JUNCTION OF A ROAD
 DH1468'LEADING NORTHEAST, 36 FEET EAST OF THE CENTER LINE OF THE MAIN ROAD,
 DH1468'32 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD LEADING NORTHEAST,
 DH1468'131 FEET SOUTHWEST OF THE MAULDIN TOMBSTONE IN A SMALL CEMETERY, 2
 DH1468'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE
 DH1468'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1411 ***********************************************************************
 DH1411  DESIGNATION -  F 214
 DH1411  PID         -  DH1411
 DH1411  STATE/COUNTY-  AL/BLOUNT
 DH1411  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1411
 DH1411                         *CURRENT SURVEY CONTROL
 DH1411  ___________________________________________________________________
 DH1411* NAD 83(1986)-  33 54 38.     (N)    086 49 34.     (W)     SCALED    
 DH1411* NAVD 88     -       135.198  (meters)     443.56   (feet)  ADJUSTED  
 DH1411  ___________________________________________________________________
 DH1411  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 DH1411  DYNAMIC HT  -         135.056 (meters)     443.10  (feet)  COMP
 DH1411  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 DH1411
 DH1411  VERT ORDER  -  SECOND    CLASS 0
 DH1411
 DH1411.The horizontal coordinates were scaled from a topographic map and have
 DH1411.an estimated accuracy of +/- 6 seconds.
 DH1411
 DH1411.The orthometric height was determined by differential leveling
 DH1411.and adjusted by the National Geodetic Survey in June 1991..
 DH1411
 DH1411.The geoid height was determined by GEOID03.
 DH1411
 DH1411.The dynamic height is computed by dividing the NAVD 88
 DH1411.geopotential number by the normal gravity value computed on the
 DH1411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1411.degrees latitude (g = 980.6199 gals.).
 DH1411
 DH1411.The modeled gravity was interpolated from observed gravity values.
 DH1411
 DH1411;                    North         East    Units  Estimated Accuracy
 DH1411;SPC AL W     -   433,800.      662,320.      MT  (+/- 180 meters Scaled)
 DH1411
 DH1411                          SUPERSEDED SURVEY CONTROL
 DH1411
 DH1411  NGVD 29 (??/??/92)  135.167  (m)          443.46   (f) ADJ UNCH    2 0
 DH1411
 DH1411.Superseded values are not recommended for survey control.
 DH1411.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1411.See file dsdata.txt to determine how the superseded data were derived.
 DH1411
 DH1411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC160522(NAD 83)
 DH1411_MARKER: DB = BENCH MARK DISK
 DH1411_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1411_SP_SET: BRIDGE
 DH1411_STAMPING: F 214 1946
 DH1411_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1411
 DH1411  HISTORY     - Date     Condition        Report By
 DH1411  HISTORY     - 1946     MONUMENTED       CGS
 DH1411
 DH1411                          STATION DESCRIPTION
 DH1411
 DH1411'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1411'2.3 MI S FROM BLOUNT SPRINGS.
 DH1411'ABOUT 2.3 MILES SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1411'BLOUNT SPRINGS, SET IN THE TOP OF THE SOUTH END OF THE NORTH WING WALL
 DH1411'OF A 90-FOOT CONCRETE BRIDGE OVER A CREEK, 15 FEET NORTHWEST OF AND
 DH1411'ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1413 ***********************************************************************
 DH1413  DESIGNATION -  F 214 RESET
 DH1413  PID         -  DH1413
 DH1413  STATE/COUNTY-  AL/BLOUNT
 DH1413  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1413
 DH1413                         *CURRENT SURVEY CONTROL
 DH1413  ___________________________________________________________________
 DH1413* NAD 83(1986)-  33 54 38.     (N)    086 49 37.     (W)     SCALED    
 DH1413* NAVD 88     -       135.095  (meters)     443.22   (feet)  ADJUSTED  
 DH1413  ___________________________________________________________________
 DH1413  GEOID HEIGHT-         -28.57  (meters)                     GEOID03
 DH1413  DYNAMIC HT  -         134.953 (meters)     442.76  (feet)  COMP
 DH1413  MODELED GRAV-     979,584.5   (mgal)                       NAVD 88
 DH1413
 DH1413  VERT ORDER  -  FIRST     CLASS II
 DH1413
 DH1413.The horizontal coordinates were scaled from a topographic map and have
 DH1413.an estimated accuracy of +/- 6 seconds.
 DH1413
 DH1413.The orthometric height was determined by differential leveling
 DH1413.and adjusted by the National Geodetic Survey in June 1991..
 DH1413
 DH1413.The geoid height was determined by GEOID03.
 DH1413
 DH1413.The dynamic height is computed by dividing the NAVD 88
 DH1413.geopotential number by the normal gravity value computed on the
 DH1413.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1413.degrees latitude (g = 980.6199 gals.).
 DH1413
 DH1413.The modeled gravity was interpolated from observed gravity values.
 DH1413
 DH1413;                    North         East    Units  Estimated Accuracy
 DH1413;SPC AL W     -   433,800.      662,240.      MT  (+/- 180 meters Scaled)
 DH1413
 DH1413                          SUPERSEDED SURVEY CONTROL
 DH1413
 DH1413.No superseded survey control is available for this station.
 DH1413
 DH1413_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC159522(NAD 83)
 DH1413_MARKER: DB = BENCH MARK DISK
 DH1413_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1413_SP_SET: CULVERT
 DH1413_STAMPING: F 214 RESET 1949
 DH1413_MARK LOGO: CGS   
 DH1413_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1413
 DH1413  HISTORY     - Date     Condition        Report By
 DH1413  HISTORY     - 1949     MONUMENTED       USGS
 DH1413  HISTORY     - 1982     GOOD             NGS
 DH1413
 DH1413                          STATION DESCRIPTION
 DH1413
 DH1413'DESCRIBED BY US GEOLOGICAL SURVEY 1949
 DH1413'2.3 MI S FROM BLOUNT SPRINGS.
 DH1413'2.3 MILES SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT BLOUNT
 DH1413'SPRINGS, BLOUNT COUNTY, AT A TRIPLE 10-BY 10-FOOT CULVERT OVER A
 DH1413'CREEK, IN THE TOP OF THE SOUTH END OF THE WEST HEADWALL, 23 FEET
 DH1413'SOUTHWEST OF THE CENTERLINE OF THE HIGHWAY, AND LEVEL WITH THE
 DH1413'HIGHWAY.  A STANDARD DISK, STAMPED F 214 RESET 1949.
 DH1413
 DH1413                          STATION RECOVERY (1982)
 DH1413
 DH1413'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1413'RECOVERED IN GOOD CONDITION, NOTE THE POST OFFICE IS GONE, 3.7 KM
 DH1413'(2.3 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE JUNCTION OF COUNTY
 DH1413'ROAD 7 IN BLOUNT SPRINGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1386 ***********************************************************************
 DH1386  DESIGNATION -  F 215
 DH1386  PID         -  DH1386
 DH1386  STATE/COUNTY-  AL/BLOUNT
 DH1386  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1386
 DH1386                         *CURRENT SURVEY CONTROL
 DH1386  ___________________________________________________________________
 DH1386* NAD 83(1986)-  33 55 48.     (N)    086 49 53.     (W)     SCALED    
 DH1386* NAVD 88     -       162.993  (meters)     534.75   (feet)  ADJUSTED  
 DH1386  ___________________________________________________________________
 DH1386  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 DH1386  DYNAMIC HT  -         162.822 (meters)     534.19  (feet)  COMP
 DH1386  MODELED GRAV-     979,589.5   (mgal)                       NAVD 88
 DH1386
 DH1386  VERT ORDER  -  SECOND    CLASS 0
 DH1386
 DH1386.The horizontal coordinates were scaled from a topographic map and have
 DH1386.an estimated accuracy of +/- 6 seconds.
 DH1386
 DH1386.The orthometric height was determined by differential leveling
 DH1386.and adjusted by the National Geodetic Survey in June 1991..
 DH1386
 DH1386.The geoid height was determined by GEOID03.
 DH1386
 DH1386.The dynamic height is computed by dividing the NAVD 88
 DH1386.geopotential number by the normal gravity value computed on the
 DH1386.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1386.degrees latitude (g = 980.6199 gals.).
 DH1386
 DH1386.The modeled gravity was interpolated from observed gravity values.
 DH1386
 DH1386;                    North         East    Units  Estimated Accuracy
 DH1386;SPC AL W     -   435,960.      661,820.      MT  (+/- 180 meters Scaled)
 DH1386
 DH1386                          SUPERSEDED SURVEY CONTROL
 DH1386
 DH1386  NGVD 29 (??/??/92)  162.965  (m)          534.66   (f) ADJ UNCH    2 0
 DH1386
 DH1386.Superseded values are not recommended for survey control.
 DH1386.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1386.See file dsdata.txt to determine how the superseded data were derived.
 DH1386
 DH1386_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC155544(NAD 83)
 DH1386_MARKER: DB = BENCH MARK DISK
 DH1386_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1386_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1386_STAMPING: F 215 1946
 DH1386_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1386+STABILITY: SURFACE MOTION
 DH1386
 DH1386  HISTORY     - Date     Condition        Report By
 DH1386  HISTORY     - 1946     MONUMENTED       CGS
 DH1386
 DH1386                          STATION DESCRIPTION
 DH1386
 DH1386'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1386'3.2 MI NW FROM BLOUNT SPRINGS.
 DH1386'ABOUT 0.8 MILE SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1386'BLOUNT SPRINGS, THENCE ABOUT 2.4 MILES NORTHWEST ALONG A GRAVEL ROAD
 DH1386'LEADING TO BURNT BRIDGE AND ARKADELPHIA, 111 FEET NORTH OF THE
 DH1386'NORTHWEST CORNER OF A FARM HOUSE OWENED BY L. C. SIMONS, 22 FEET
 DH1386'NORTHEAST OF THE CENTER LINE OF THE ROAD, 84 FEET NORTHWEST OF THE
 DH1386'CENTER OF A WELL, 32 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A BARN,
 DH1386'7 FEET EAST OF A FENCE CORNER POST, 2 FEET SOUTH OF A WHITE WOODEN
 DH1386'WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 DH1386'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1442 ***********************************************************************
 DH1442  DESIGNATION -  F 216
 DH1442  PID         -  DH1442
 DH1442  STATE/COUNTY-  AL/JEFFERSON
 DH1442  USGS QUAD   -  BIRMINGHAM NORTH (1978)
 DH1442
 DH1442                         *CURRENT SURVEY CONTROL
 DH1442  ___________________________________________________________________
 DH1442* NAD 83(1986)-  33 31 15.     (N)    086 52 24.     (W)     SCALED    
 DH1442* NAVD 88     -       159.660  (meters)     523.82   (feet)  ADJUSTED  
 DH1442  ___________________________________________________________________
 DH1442  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH1442  DYNAMIC HT  -         159.483 (meters)     523.24  (feet)  COMP
 DH1442  MODELED GRAV-     979,526.3   (mgal)                       NAVD 88
 DH1442
 DH1442  VERT ORDER  -  SECOND    CLASS 0
 DH1442
 DH1442.The horizontal coordinates were scaled from a topographic map and have
 DH1442.an estimated accuracy of +/- 6 seconds.
 DH1442
 DH1442.The orthometric height was determined by differential leveling
 DH1442.and adjusted by the National Geodetic Survey in June 1991..
 DH1442
 DH1442.The geoid height was determined by GEOID03.
 DH1442
 DH1442.The dynamic height is computed by dividing the NAVD 88
 DH1442.geopotential number by the normal gravity value computed on the
 DH1442.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1442.degrees latitude (g = 980.6199 gals.).
 DH1442
 DH1442.The modeled gravity was interpolated from observed gravity values.
 DH1442
 DH1442;                    North         East    Units  Estimated Accuracy
 DH1442;SPC AL W     -   390,550.      658,210.      MT  (+/- 180 meters Scaled)
 DH1442
 DH1442                          SUPERSEDED SURVEY CONTROL
 DH1442
 DH1442  NGVD 29 (??/??/92)  159.618  (m)          523.68   (f) ADJ UNCH    2 0
 DH1442
 DH1442.Superseded values are not recommended for survey control.
 DH1442.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1442.See file dsdata.txt to determine how the superseded data were derived.
 DH1442
 DH1442_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC117090(NAD 83)
 DH1442_MARKER: DB = BENCH MARK DISK
 DH1442_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1442_SP_SET: BRIDGE ABUTMENT
 DH1442_STAMPING: F 216 1947
 DH1442_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1442
 DH1442  HISTORY     - Date     Condition        Report By
 DH1442  HISTORY     - 1947     MONUMENTED       CGS
 DH1442  HISTORY     - 1959     GOOD             LOCENG
 DH1442
 DH1442                          STATION DESCRIPTION
 DH1442
 DH1442'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1442'IN BIRMINGHAM.
 DH1442'AT ROBERTS FIELD, IN THE NORTHWEST PART OF BIRMINGHAM, ABOUT 0.55 MILE
 DH1442'SOUTHEAST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILWAY FROM THE
 DH1442'STATION AT PRATT CITY, AT THE NORTHWEST CORNER OF ROBERTS FIELD, SET
 DH1442'IN THE TOP OF THE WEST CORNER OF THE SOUTHWEST END OF THE SOUTHEAST
 DH1442'ABUTMENT OF A 150-FOOT STEEL BRIDGE OVER A CREEK, 8.5 FEET SOUTHWEST
 DH1442'OF THE SOUTHWEST RAIL, AND ABOUT 4.5 FEET BELOW THE TRACK.  NOTE--
 DH1442'1948 DESCRIPTION FROM LETTER.  AT BIRMINGHAM, JEFFERSON COUNTY,
 DH1442'ALABAMA, ON THE SOUTHEAST CORNER OF THE EAST ABUTMENT OF THE ST.
 DH1442'LOUIS-SAN FRANCISCO BRIDGE CROSSING VILLAGE CREEK APPROXIMATELY 1500
 DH1442'FEET EAST OF AVENUE W IN PRATT CITY.
 DH1442
 DH1442                          STATION RECOVERY (1959)
 DH1442
 DH1442'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1959
 DH1442'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0384 ***********************************************************************
 DJ0384  DESIGNATION -  F 217
 DJ0384  PID         -  DJ0384
 DJ0384  STATE/COUNTY-  AL/PICKENS
 DJ0384  USGS QUAD   -  CARROLLTON (1985)
 DJ0384
 DJ0384                         *CURRENT SURVEY CONTROL
 DJ0384  ___________________________________________________________________
 DJ0384* NAD 83(1986)-  33 17 01.     (N)    088 05 00.     (W)     SCALED    
 DJ0384* NAVD 88     -        67.275  (meters)     220.72   (feet)  ADJUSTED  
 DJ0384  ___________________________________________________________________
 DJ0384  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DJ0384  DYNAMIC HT  -          67.201 (meters)     220.48  (feet)  COMP
 DJ0384  MODELED GRAV-     979,546.3   (mgal)                       NAVD 88
 DJ0384
 DJ0384  VERT ORDER  -  SECOND    CLASS 0
 DJ0384
 DJ0384.The horizontal coordinates were scaled from a topographic map and have
 DJ0384.an estimated accuracy of +/- 6 seconds.
 DJ0384
 DJ0384.The orthometric height was determined by differential leveling
 DJ0384.and adjusted by the National Geodetic Survey in June 1991..
 DJ0384
 DJ0384.The geoid height was determined by GEOID03.
 DJ0384
 DJ0384.The dynamic height is computed by dividing the NAVD 88
 DJ0384.geopotential number by the normal gravity value computed on the
 DJ0384.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0384.degrees latitude (g = 980.6199 gals.).
 DJ0384
 DJ0384.The modeled gravity was interpolated from observed gravity values.
 DJ0384
 DJ0384;                    North         East    Units  Estimated Accuracy
 DJ0384;SPC AL W     -   364,220.      545,660.      MT  (+/- 180 meters Scaled)
 DJ0384
 DJ0384                          SUPERSEDED SURVEY CONTROL
 DJ0384
 DJ0384  NGVD 29 (??/??/92)   67.226  (m)          220.56   (f) ADJ UNCH    2 0
 DJ0384
 DJ0384.Superseded values are not recommended for survey control.
 DJ0384.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0384.See file dsdata.txt to determine how the superseded data were derived.
 DJ0384
 DJ0384_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB991832(NAD 83)
 DJ0384_MARKER: DB = BENCH MARK DISK
 DJ0384_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0384_SP_SET: CULVERT
 DJ0384_STAMPING: F 217 1946
 DJ0384_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0384
 DJ0384  HISTORY     - Date     Condition        Report By
 DJ0384  HISTORY     - 1946     MONUMENTED       CGS
 DJ0384
 DJ0384                          STATION DESCRIPTION
 DJ0384
 DJ0384'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0384'1.8 MI N FROM CARROLLTON.
 DJ0384'1.8 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE COURTHOUSE AT
 DJ0384'CARROLLTON, PICKENS COUNTY, 1.0 MILE NORTH OF AMERICAN LEGION POST NO.
 DJ0384'104, AT A 20-FOOT CONCRETE CULVERT, IN THE TOP OF THE NORTHEAST END OF
 DJ0384'THE NORTHWEST HEAD WALL, 16.8 FEET NORTHWEST OF THE CENTER LINE OF THE
 DJ0384'HIGHWAY, AND ABOUT 1 FOOT LOWER THAN THE HIGHWAY.  A STANDARD DISK,
 DJ0384'STAMPED F 217 1946.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0990 ***********************************************************************
 DH0990  DESIGNATION -  F 218
 DH0990  PID         -  DH0990
 DH0990  STATE/COUNTY-  AL/SHELBY
 DH0990  USGS QUAD   -  CAHABA HEIGHTS (1988)
 DH0990
 DH0990                         *CURRENT SURVEY CONTROL
 DH0990  ___________________________________________________________________
 DH0990* NAD 83(1986)-  33 24 03.     (N)    086 39 48.     (W)     SCALED    
 DH0990* NAVD 88     -       248.046  (meters)     813.80   (feet)  ADJUSTED  
 DH0990  ___________________________________________________________________
 DH0990  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0990  DYNAMIC HT  -         247.773 (meters)     812.90  (feet)  COMP
 DH0990  MODELED GRAV-     979,530.0   (mgal)                       NAVD 88
 DH0990
 DH0990  VERT ORDER  -  SECOND    CLASS 0
 DH0990
 DH0990.The horizontal coordinates were scaled from a topographic map and have
 DH0990.an estimated accuracy of +/- 6 seconds.
 DH0990
 DH0990.The orthometric height was determined by differential leveling
 DH0990.and adjusted by the National Geodetic Survey in June 1991..
 DH0990
 DH0990.The geoid height was determined by GEOID03.
 DH0990
 DH0990.The dynamic height is computed by dividing the NAVD 88
 DH0990.geopotential number by the normal gravity value computed on the
 DH0990.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0990.degrees latitude (g = 980.6199 gals.).
 DH0990
 DH0990.The modeled gravity was interpolated from observed gravity values.
 DH0990
 DH0990;                    North         East    Units  Estimated Accuracy
 DH0990;SPC AL W     -   377,380.      677,830.      MT  (+/- 180 meters Scaled)
 DH0990
 DH0990                          SUPERSEDED SURVEY CONTROL
 DH0990
 DH0990  NGVD 29 (??/??/92)  247.97   (m)          813.5    (f) COMPUTED    2 0
 DH0990
 DH0990.Superseded values are not recommended for survey control.
 DH0990.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0990.See file dsdata.txt to determine how the superseded data were derived.
 DH0990
 DH0990_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB313957(NAD 83)
 DH0990_MARKER: DB = BENCH MARK DISK
 DH0990_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0990_SP_SET: CULVERT
 DH0990_STAMPING: F 218 1947
 DH0990_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0990
 DH0990  HISTORY     - Date     Condition        Report By
 DH0990  HISTORY     - 1947     MONUMENTED       CGS
 DH0990  HISTORY     - 1965     GOOD             ALHD
 DH0990
 DH0990                          STATION DESCRIPTION
 DH0990
 DH0990'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0990'13.9 MI SE FROM BIRMINGHAM.
 DH0990'ABOUT 1.15 MILES SOUTHEAST ALONG 20TH STREET FROM THE LOUISVILLE AND
 DH0990'NASHVILLE RAILROAD STATION AT BIRMINGHAM, THENCE ABOUT 12.75 MILES
 DH0990'SOUTHEAST ALONG STATE HIGHWAY 91, ABOUT 0.65 MILE SOUTH OF BEACON INN,
 DH0990'ABOUT 1.1 MILES NORTHEAST OF AN AIRWAY BEACON ON TOP OF A HILL, AT THE
 DH0990'NORTH END OF A CUT ON BOTH SIDES OF THE HIGHWAY, SET IN THE TOP OF THE
 DH0990'NORTH END OF THE EAST CONCRETE HEAD WALL OF AN 18 INCH PIPE CULVERT,
 DH0990'12 FEET SOUTHWEST OF A SIGN OAK MOUNTAIN STATE PARK 15 MILES, 16 FEET
 DH0990'EAST OF AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE HIGHWAY. NOTE--
 DH0990'MARK MAY BE REACHED FROM THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 DH0990'STATION AT CHELSEA, SHELBY COUNTY BY GOING ABOUT 1.75 MILES WEST ALONG
 DH0990'THE RAILROAD, THENCE ABOUT 4.3 MILES NORTHWEST ALONG STATE HIGHWAY 91.
 DH0990
 DH0990                          STATION RECOVERY (1965)
 DH0990
 DH0990'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1965
 DH0990'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0944 ***********************************************************************
 DH0944  DESIGNATION -  F 219
 DH0944  PID         -  DH0944
 DH0944  STATE/COUNTY-  AL/JEFFERSON
 DH0944  USGS QUAD   -  BESSEMER (1988)
 DH0944
 DH0944                         *CURRENT SURVEY CONTROL
 DH0944  ___________________________________________________________________
 DH0944* NAD 83(1986)-  33 23 07.     (N)    086 54 16.     (W)     SCALED    
 DH0944* NAVD 88     -       230.587  (meters)     756.52   (feet)  ADJUSTED  
 DH0944  ___________________________________________________________________
 DH0944  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0944  DYNAMIC HT  -         230.332 (meters)     755.68  (feet)  COMP
 DH0944  MODELED GRAV-     979,526.8   (mgal)                       NAVD 88
 DH0944
 DH0944  VERT ORDER  -  SECOND    CLASS 0
 DH0944
 DH0944.The horizontal coordinates were scaled from a topographic map and have
 DH0944.an estimated accuracy of +/- 6 seconds.
 DH0944
 DH0944.The orthometric height was determined by differential leveling
 DH0944.and adjusted by the National Geodetic Survey in June 1991..
 DH0944
 DH0944.The geoid height was determined by GEOID03.
 DH0944
 DH0944.The dynamic height is computed by dividing the NAVD 88
 DH0944.geopotential number by the normal gravity value computed on the
 DH0944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0944.degrees latitude (g = 980.6199 gals.).
 DH0944
 DH0944.The modeled gravity was interpolated from observed gravity values.
 DH0944
 DH0944;                    North         East    Units  Estimated Accuracy
 DH0944;SPC AL W     -   375,500.      655,410.      MT  (+/- 180 meters Scaled)
 DH0944
 DH0944                          SUPERSEDED SURVEY CONTROL
 DH0944
 DH0944  NGVD 29 (??/??/92)  230.55   (m)          756.4    (f) COMPUTED    2 0
 DH0944
 DH0944.Superseded values are not recommended for survey control.
 DH0944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0944.See file dsdata.txt to determine how the superseded data were derived.
 DH0944
 DH0944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB088940(NAD 83)
 DH0944_MARKER: DB = BENCH MARK DISK
 DH0944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0944_STAMPING: F 219 1947
 DH0944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0944+STABILITY: SURFACE MOTION
 DH0944
 DH0944  HISTORY     - Date     Condition        Report By
 DH0944  HISTORY     - 1947     MONUMENTED       CGS
 DH0944
 DH0944                          STATION DESCRIPTION
 DH0944
 DH0944'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0944'3.95 MI E FROM BESSEMER.
 DH0944'ABOUT 1.95 MILES SOUTHEAST ALONG THE ATLANTA, BIRMINGHAM AND COAST
 DH0944'RAILROAD FROM THE STATION AT BESSEMER, THENCE ABOUT 0.4 MILE EAST
 DH0944'ALONG A PAVED ROAD, THENCE ABOUT 1.6 MILES NORTHEAST ALONG A GRAVEL
 DH0944'ROAD LEADING TO SHANNON, AT THE CROSSING OF A POWER TRANSMISSION LINE
 DH0944'WITH STEEL TOWERS, 69 FEET SOUTH OF THE SOUTH CORNER OF A HOUSE, 43
 DH0944'FEET NORTHEAST OF THE CENTER OF THE POWER LINE CROSSING, 31 FEET
 DH0944'NORTHWEST OF THE CENTER LINE OF THE ROAD, 5.6 FEET SOUTH OF A POWER
 DH0944'LINE POLE WITH A SWITCH BOX, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 DH0944'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0613 ***********************************************************************
 DH0613  DESIGNATION -  F 22
 DH0613  PID         -  DH0613
 DH0613  STATE/COUNTY-  AL/TALLADEGA
 DH0613  USGS QUAD   -  TALLADEGA (1987)
 DH0613
 DH0613                         *CURRENT SURVEY CONTROL
 DH0613  ___________________________________________________________________
 DH0613* NAD 83(1986)-  33 23 27.     (N)    086 02 06.     (W)     SCALED    
 DH0613* NAVD 88     -       218.996  (meters)     718.49   (feet)  ADJUSTED  
 DH0613  ___________________________________________________________________
 DH0613  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DH0613  DYNAMIC HT  -         218.755 (meters)     717.70  (feet)  COMP
 DH0613  MODELED GRAV-     979,534.2   (mgal)                       NAVD 88
 DH0613
 DH0613  VERT ORDER  -  SECOND    CLASS 0
 DH0613
 DH0613.The horizontal coordinates were scaled from a topographic map and have
 DH0613.an estimated accuracy of +/- 6 seconds.
 DH0613
 DH0613.The orthometric height was determined by differential leveling
 DH0613.and adjusted by the National Geodetic Survey in June 1991..
 DH0613
 DH0613.The geoid height was determined by GEOID03.
 DH0613
 DH0613.The dynamic height is computed by dividing the NAVD 88
 DH0613.geopotential number by the normal gravity value computed on the
 DH0613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0613.degrees latitude (g = 980.6199 gals.).
 DH0613
 DH0613.The modeled gravity was interpolated from observed gravity values.
 DH0613
 DH0613;                    North         East    Units  Estimated Accuracy
 DH0613;SPC AL E     -   320,560.      181,240.      MT  (+/- 180 meters Scaled)
 DH0613
 DH0613                          SUPERSEDED SURVEY CONTROL
 DH0613
 DH0613  NGVD 29 (??/??/92)  218.912  (m)          718.21   (f) ADJ UNCH    2 0
 DH0613
 DH0613.Superseded values are not recommended for survey control.
 DH0613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0613.See file dsdata.txt to determine how the superseded data were derived.
 DH0613
 DH0613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB897950(NAD 83)
 DH0613_MARKER: DB = BENCH MARK DISK
 DH0613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0613_STAMPING: F 22 1934
 DH0613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0613+STABILITY: SURFACE MOTION
 DH0613
 DH0613  HISTORY     - Date     Condition        Report By
 DH0613  HISTORY     - 1934     MONUMENTED       CGS
 DH0613  HISTORY     - 1948     GOOD             NGS
 DH0613  HISTORY     - 1981     MARK NOT FOUND   USGS
 DH0613
 DH0613                          STATION DESCRIPTION
 DH0613
 DH0613'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0613'6.5 MI SE FROM TALLADEGA.
 DH0613'ABOUT 6.5 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 DH0613'THE STATION AT TALLADEGA, ABOUT 0.4 MILE SOUTH OF THE STATION SIGN AT
 DH0613'CARARA, AT A DIM ROAD CROSSING AT THE REAR OF A FARM HOUSE, 95 FEET
 DH0613'NORTH OF THE CENTER OF THE CROSSING, 88.2 FEET NORTH AND ACROSS THE
 DH0613'TRACK FROM THE 12TH POLE SOUTHEAST OF MILE POST 372, 25 FEET NORTHEAST
 DH0613'OF THE NORTHEAST RAIL, 14.5 FEET NORTHEAST OF A WHISTLE POST, 1 FOOT
 DH0613'WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN
 DH0613'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DH0613
 DH0613                          STATION RECOVERY (1981)
 DH0613
 DH0613'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DH0613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1276 ***********************************************************************
 DH1276  DESIGNATION -  F 220
 DH1276  PID         -  DH1276
 DH1276  STATE/COUNTY-  AL/BLOUNT
 DH1276  USGS QUAD   -  CLEVELAND (1978)
 DH1276
 DH1276                         *CURRENT SURVEY CONTROL
 DH1276  ___________________________________________________________________
 DH1276* NAD 83(1986)-  33 59 01.     (N)    086 35 16.     (W)     SCALED    
 DH1276* NAVD 88     -       156.414  (meters)     513.17   (feet)  ADJUSTED  
 DH1276  ___________________________________________________________________
 DH1276  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH1276  DYNAMIC HT  -         156.246 (meters)     512.62  (feet)  COMP
 DH1276  MODELED GRAV-     979,564.7   (mgal)                       NAVD 88
 DH1276
 DH1276  VERT ORDER  -  SECOND    CLASS 0
 DH1276
 DH1276.The horizontal coordinates were scaled from a topographic map and have
 DH1276.an estimated accuracy of +/- 6 seconds.
 DH1276
 DH1276.The orthometric height was determined by differential leveling
 DH1276.and adjusted by the National Geodetic Survey in June 1991..
 DH1276
 DH1276.The geoid height was determined by GEOID03.
 DH1276
 DH1276.The dynamic height is computed by dividing the NAVD 88
 DH1276.geopotential number by the normal gravity value computed on the
 DH1276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1276.degrees latitude (g = 980.6199 gals.).
 DH1276
 DH1276.The modeled gravity was interpolated from observed gravity values.
 DH1276
 DH1276;                    North         East    Units  Estimated Accuracy
 DH1276;SPC AL W     -   442,080.      684,290.      MT  (+/- 180 meters Scaled)
 DH1276
 DH1276                          SUPERSEDED SURVEY CONTROL
 DH1276
 DH1276  NGVD 29 (??/??/92)  156.375  (m)          513.04   (f) ADJ UNCH    2 0
 DH1276
 DH1276.Superseded values are not recommended for survey control.
 DH1276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1276.See file dsdata.txt to determine how the superseded data were derived.
 DH1276
 DH1276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC380604(NAD 83)
 DH1276_MARKER: DB = BENCH MARK DISK
 DH1276_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1276_SP_SET: CULVERT
 DH1276_STAMPING: F 220 1947
 DH1276_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1276
 DH1276  HISTORY     - Date     Condition        Report By
 DH1276  HISTORY     - 1947     MONUMENTED       CGS
 DH1276
 DH1276                          STATION DESCRIPTION
 DH1276
 DH1276'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1276'0.85 MI SW FROM CLEVELAND.
 DH1276'ABOUT 0.85 MILE SOUTHWEST ALONG A GRAVEL ROAD LEADING TO NECTAR FROM
 DH1276'THE POST OFFICE AT CLEVELAND, 75 YARDS WEST OF THE JUNCTION OF A ROAD
 DH1276'LEADING SOUTH, 41 FEET NORTH OF THE CENTER LINE OF THE GRAVEL ROAD, IN
 DH1276'THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 3 FOOT CONCRETE
 DH1276'CULVERT UNDER THE PROPOSED HIGHWAY, 17 FEET SOUTH OF THE CENTER LINE
 DH1276'OF THE PAVED ROAD NOW UNDER CONSTRUCTION AND ABOUT 3 FEET ABOVE THE
 DH1276'GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0522 ***********************************************************************
 EF0522  DESIGNATION -  F 221
 EF0522  PID         -  EF0522
 EF0522  STATE/COUNTY-  AL/CULLMAN
 EF0522  USGS QUAD   -  HOLLY POND (1978)
 EF0522
 EF0522                         *CURRENT SURVEY CONTROL
 EF0522  ___________________________________________________________________
 EF0522* NAD 83(1986)-  34 10 28.     (N)    086 37 09.     (W)     SCALED    
 EF0522* NAVD 88     -       258.830  (meters)     849.18   (feet)  ADJUSTED  
 EF0522  ___________________________________________________________________
 EF0522  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 EF0522  DYNAMIC HT  -         258.560 (meters)     848.29  (feet)  COMP
 EF0522  MODELED GRAV-     979,585.2   (mgal)                       NAVD 88
 EF0522
 EF0522  VERT ORDER  -  SECOND    CLASS 0
 EF0522
 EF0522.The horizontal coordinates were scaled from a topographic map and have
 EF0522.an estimated accuracy of +/- 6 seconds.
 EF0522
 EF0522.The orthometric height was determined by differential leveling
 EF0522.and adjusted by the National Geodetic Survey in June 1991..
 EF0522
 EF0522.The geoid height was determined by GEOID03.
 EF0522
 EF0522.The dynamic height is computed by dividing the NAVD 88
 EF0522.geopotential number by the normal gravity value computed on the
 EF0522.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0522.degrees latitude (g = 980.6199 gals.).
 EF0522
 EF0522.The modeled gravity was interpolated from observed gravity values.
 EF0522
 EF0522;                    North         East    Units  Estimated Accuracy
 EF0522;SPC AL W     -   463,220.      681,210.      MT  (+/- 180 meters Scaled)
 EF0522
 EF0522                          SUPERSEDED SURVEY CONTROL
 EF0522
 EF0522  NGVD 29 (??/??/92)  258.790  (m)          849.05   (f) ADJ UNCH    2 0
 EF0522
 EF0522.Superseded values are not recommended for survey control.
 EF0522.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0522.See file dsdata.txt to determine how the superseded data were derived.
 EF0522
 EF0522_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC350815(NAD 83)
 EF0522_MARKER: DB = BENCH MARK DISK
 EF0522_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 EF0522_SP_SET: HEADWALL OF CULVERT
 EF0522_STAMPING: F 221 1947
 EF0522_MARK LOGO: CGS   
 EF0522_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF0522_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0522+STABILITY: SURFACE MOTION
 EF0522_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0522+SATELLITE: SATELLITE OBSERVATIONS - July 13, 1989
 EF0522
 EF0522  HISTORY     - Date     Condition        Report By
 EF0522  HISTORY     - 1947     MONUMENTED       CGS
 EF0522  HISTORY     - 19890713 GOOD             ALHD
 EF0522
 EF0522                          STATION DESCRIPTION
 EF0522
 EF0522'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0522'IN HOLLY POND.
 EF0522'AT HOLLY POND, ABOUT 0.15 MILE WEST OF THE CROSSROADS, ABOUT 100 YARDS
 EF0522'SOUTHWEST OF A LARGE BRICK CHURCH BUILDING, 150 FEET WEST OF THE
 EF0522'JUNCTION OF A ROAD LEADING SOUTHWEST, IN THE TOP OF THE EAST END OF
 EF0522'THE NORTH CONCRETE HEAD WALL OF A 4-FOOT CONCRETE AND STONE CULVERT,
 EF0522'17 FEET NORTH OF AND ABOUT 0.5 FOOT BELOW THE CENTER LINE OF THE BLACK
 EF0522'TOP ROAD.
 EF0522
 EF0522                          STATION RECOVERY (1989)
 EF0522
 EF0522'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 EF0522'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0479 ***********************************************************************
 EF0479  DESIGNATION -  F 222
 EF0479  PID         -  EF0479
 EF0479  STATE/COUNTY-  AL/CULLMAN
 EF0479  USGS QUAD   -  HULACO (1976)
 EF0479
 EF0479                         *CURRENT SURVEY CONTROL
 EF0479  ___________________________________________________________________
 EF0479* NAD 83(1986)-  34 16 43.     (N)    086 35 57.     (W)     SCALED    
 EF0479* NAVD 88     -       304.370  (meters)     998.59   (feet)  ADJUSTED  
 EF0479  ___________________________________________________________________
 EF0479  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 EF0479  DYNAMIC HT  -         304.051 (meters)     997.54  (feet)  COMP
 EF0479  MODELED GRAV-     979,580.3   (mgal)                       NAVD 88
 EF0479
 EF0479  VERT ORDER  -  SECOND    CLASS 0
 EF0479
 EF0479.The horizontal coordinates were scaled from a topographic map and have
 EF0479.an estimated accuracy of +/- 6 seconds.
 EF0479
 EF0479.The orthometric height was determined by differential leveling
 EF0479.and adjusted by the National Geodetic Survey in June 1991..
 EF0479
 EF0479.The geoid height was determined by GEOID03.
 EF0479
 EF0479.The dynamic height is computed by dividing the NAVD 88
 EF0479.geopotential number by the normal gravity value computed on the
 EF0479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0479.degrees latitude (g = 980.6199 gals.).
 EF0479
 EF0479.The modeled gravity was interpolated from observed gravity values.
 EF0479
 EF0479;                    North         East    Units  Estimated Accuracy
 EF0479;SPC AL W     -   474,790.      682,950.      MT  (+/- 180 meters Scaled)
 EF0479
 EF0479                          SUPERSEDED SURVEY CONTROL
 EF0479
 EF0479  NGVD 29 (??/??/92)  304.326  (m)          998.44   (f) ADJ UNCH    2 0
 EF0479
 EF0479.Superseded values are not recommended for survey control.
 EF0479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0479.See file dsdata.txt to determine how the superseded data were derived.
 EF0479
 EF0479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC368931(NAD 83)
 EF0479_MARKER: DB = BENCH MARK DISK
 EF0479_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0479_SP_SET: CULVERT
 EF0479_STAMPING: F 222 1947
 EF0479_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0479
 EF0479  HISTORY     - Date     Condition        Report By
 EF0479  HISTORY     - 1947     MONUMENTED       CGS
 EF0479
 EF0479                          STATION DESCRIPTION
 EF0479
 EF0479'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0479'2.65 MI SW FROM JOPPA.
 EF0479'ABOUT 2.65 MILES SOUTHWEST ALONG STATE HIGHWAY 112 FROM THE SCHOOL AT
 EF0479'JOPPA, ABOUT 1.45 MILES NORTHEAST OF THE SCHOOL AT BAILEYTON, 140
 EF0479'YARDS NORTHEAST OF A GRAVEL CROSS ROAD, SET IN THE TOP OF THE
 EF0479'NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT
 EF0479'AND CATTLE PASS, 19 FEET NORTHWEST OF AND ABOUT 1 FOOT BELOW THE
 EF0479'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0265 ***********************************************************************
 EF0265  DESIGNATION -  F 223
 EF0265  PID         -  EF0265
 EF0265  STATE/COUNTY-  AL/BLOUNT
 EF0265  USGS QUAD   -  BROOKSVILLE (1983)
 EF0265
 EF0265                         *CURRENT SURVEY CONTROL
 EF0265  ___________________________________________________________________
 EF0265* NAD 83(1986)-  34 13 14.     (N)    086 29 37.     (W)     SCALED    
 EF0265* NAVD 88     -       263.895  (meters)     865.80   (feet)  ADJUSTED  
 EF0265  ___________________________________________________________________
 EF0265  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EF0265  DYNAMIC HT  -         263.618 (meters)     864.89  (feet)  COMP
 EF0265  MODELED GRAV-     979,580.4   (mgal)                       NAVD 88
 EF0265
 EF0265  VERT ORDER  -  SECOND    CLASS 0
 EF0265
 EF0265.The horizontal coordinates were scaled from a topographic map and have
 EF0265.an estimated accuracy of +/- 6 seconds.
 EF0265
 EF0265.The orthometric height was determined by differential leveling
 EF0265.and adjusted by the National Geodetic Survey in June 1991..
 EF0265
 EF0265.The geoid height was determined by GEOID03.
 EF0265
 EF0265.The dynamic height is computed by dividing the NAVD 88
 EF0265.geopotential number by the normal gravity value computed on the
 EF0265.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0265.degrees latitude (g = 980.6199 gals.).
 EF0265
 EF0265.The modeled gravity was interpolated from observed gravity values.
 EF0265
 EF0265;                    North         East    Units  Estimated Accuracy
 EF0265;SPC AL W     -   468,440.      692,730.      MT  (+/- 180 meters Scaled)
 EF0265
 EF0265                          SUPERSEDED SURVEY CONTROL
 EF0265
 EF0265  NGVD 29 (??/??/92)  263.858  (m)          865.67   (f) ADJ UNCH    2 0
 EF0265
 EF0265.Superseded values are not recommended for survey control.
 EF0265.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0265.See file dsdata.txt to determine how the superseded data were derived.
 EF0265
 EF0265_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC466867(NAD 83)
 EF0265_MARKER: DB = BENCH MARK DISK
 EF0265_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0265_SP_SET: CULVERT
 EF0265_STAMPING: F 223 1947
 EF0265_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0265
 EF0265  HISTORY     - Date     Condition        Report By
 EF0265  HISTORY     - 1947     MONUMENTED       CGS
 EF0265  HISTORY     - 1958     MARK NOT FOUND   TVA
 EF0265
 EF0265                          STATION DESCRIPTION
 EF0265
 EF0265'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0265'1.35 MI N FROM SUMMIT.
 EF0265'ABOUT 1.35 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE SCHOOL AT
 EF0265'SUMMIT, ABOUT 0.25 MILE SOUTH OF A POWER TRANSMISSION LINE CROSSING
 EF0265'THE HIGHWAY, 40 YARDS SOUTH OF THE JUNCTION OF A ROAD LEADING EAST,
 EF0265'SET IN THE TOP OF THE SOUTH END OF THE EAST HEAD WALL OF A 5-FOOT
 EF0265'CONCRETE CULVERT, 18 FEET EAST OF AND ABOUT 1 FOOT BELOW THE CENTER
 EF0265'LINE OF THE HIGHWAY.  NOTE-- THE EAST HEADWALL OF THE CULVERT WAS MADE
 EF0265'HIGHER WHEN THE HIGHWAY WAS SURFACED, AND THE MARK IS PROBABLY COVERED
 EF0265'WITH CONCRETE.
 EF0265
 EF0265                          STATION RECOVERY (1958)
 EF0265
 EF0265'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1958
 EF0265'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0273 ***********************************************************************
 EF0273  DESIGNATION -  F 224
 EF0273  PID         -  EF0273
 EF0273  STATE/COUNTY-  AL/MARSHALL
 EF0273  USGS QUAD   -  DOUGLAS (1984)
 EF0273
 EF0273                         *CURRENT SURVEY CONTROL
 EF0273  ___________________________________________________________________
 EF0273* NAD 83(1992)-  34 14 03.75747(N)    086 15 03.16916(W)     ADJUSTED  
 EF0273* NAVD 88     -       309.470  (meters)    1015.32   (feet)  ADJUSTED  
 EF0273  ___________________________________________________________________
 EF0273  LAPLACE CORR-           0.47  (seconds)                    DEFLEC99
 EF0273  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EF0273  DYNAMIC HT  -         309.137 (meters)    1014.23  (feet)  COMP
 EF0273  MODELED GRAV-     979,552.1   (mgal)                       NAVD 88
 EF0273
 EF0273  HORZ ORDER  -  THIRD
 EF0273  VERT ORDER  -  SECOND    CLASS 0
 EF0273
 EF0273.The horizontal coordinates were established by GPS observations
 EF0273.and adjusted by the National Geodetic Survey in December 1992..
 EF0273
 EF0273.The orthometric height was determined by differential leveling
 EF0273.and adjusted by the National Geodetic Survey in June 1991..
 EF0273
 EF0273.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF0273
 EF0273.The geoid height was determined by GEOID03.
 EF0273
 EF0273.The dynamic height is computed by dividing the NAVD 88
 EF0273.geopotential number by the normal gravity value computed on the
 EF0273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0273.degrees latitude (g = 980.6199 gals.).
 EF0273
 EF0273.The modeled gravity was interpolated from observed gravity values.
 EF0273
 EF0273;                    North         East     Units Scale Factor Converg.
 EF0273;SPC AL E     -   414,180.161   161,532.691   MT  0.99997823   -0 14 05.7
 EF0273;UTM  16      - 3,788,397.475   568,989.728   MT  0.99965867   +0 25 17.2
 EF0273
 EF0273!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF0273!SPC AL E     -   0.99995599  x   0.99997823  =   0.99993422
 EF0273!UTM  16      -   0.99995599  x   0.99965867  =   0.99961468
 EF0273
 EF0273|---------------------------------------------------------------------|
 EF0273| PID    Reference Object                     Distance      Geod. Az  |
 EF0273|                                                           dddmmss.s |
 EF0273| EF1598 ALBERTVILLE CBL 1450                244.619 METERS 07537     |
 EF0273|---------------------------------------------------------------------|
 EF0273
 EF0273                          SUPERSEDED SURVEY CONTROL
 EF0273
 EF0273  NAD 83(1986)-  34 14 03.76782(N)    086 15 03.17276(W) AD(       ) 3
 EF0273  NAD 27      -  34 14 03.44361(N)    086 15 03.29634(W) AD(       ) 3
 EF0273  NGVD 29 (??/??/92)  309.424  (m)         1015.17   (f) ADJ UNCH    2 0
 EF0273
 EF0273.Superseded values are not recommended for survey control.
 EF0273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0273.See file dsdata.txt to determine how the superseded data were derived.
 EF0273
 EF0273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6899088397(NAD 83)
 EF0273_MARKER: DB = BENCH MARK DISK
 EF0273_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 EF0273_SP_SET: SET IN CULVERT HEADWALL
 EF0273_STAMPING: F 224 1947
 EF0273_MARK LOGO: CGS   
 EF0273_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0273+STABILITY: SURFACE MOTION
 EF0273_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0273+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1987
 EF0273
 EF0273  HISTORY     - Date     Condition        Report By
 EF0273  HISTORY     - 1947     MONUMENTED       CGS
 EF0273  HISTORY     - 19870616 GOOD             NGS
 EF0273
 EF0273                          STATION DESCRIPTION
 EF0273
 EF0273'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0273'3.45 MI NE FROM HORTON.
 EF0273'ABOUT 3.45 MILES NORTHEAST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 EF0273'AT HORTON, ABOUT 3.5 MILES SOUTHWEST OF THE POST OFFICE AT
 EF0273'ALBERTVILLE, ABOUT 0.6 MILE SOUTHWEST OF A CROSSROAD AND THE WHITE OAK
 EF0273'CHURCH AND CEMETERY, 0.3 MILE NORTHEAST OF A DIM CROSS ROAD, SET IN
 EF0273'THE TOP OF THE NORTHEAST END OF THE SOUTHEAST HEAD WALL OF A 3-FOOT
 EF0273'CONCRETE CULVERT, 84 FEET SOUTHWEST OF A 20-INCH CONCRETE PIPE
 EF0273'CULVERT, 22 FEET SOUTHEAST OF AND ABOUT 2 FEET BELOW THE CENTER LINE
 EF0273'OF THE HIGHWAY.
 EF0273
 EF0273                          STATION RECOVERY (1987)
 EF0273
 EF0273'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EF0273'THE STATION IS LOCATED 5.6 KM (3.5 MI) SOUTHWEST ALONG STATE HIGHWAY
 EF0273'75 FROM ALBERTVILLE NEAR ENTRANCE TO ALBERTVILLE AIRPORT.
 EF0273'TO REACH THE STATION FROM THE JUNCTION OF US HIGHWAY 431 AND STATE
 EF0273'HIGHWAY 75 IN ALBERTVILLE, GO SOUTHWEST ON HIGHWAY 75 FOR 6.4 KM
 EF0273'(4.0 MI) TO STATION ON LEFT IN NORTH END OF CULVERT HEADWALL.
 EF0273'THE MARK IS LOCATED 25.3 METERS (83.0 FT) NORTH FROM A CHAIN LINK
 EF0273'FENCE CORNER, 10.8 METERS (35.5 FT) WEST OF UTILITY POLE NUMBER 48,
 EF0273'6.5 METERS (21.5 FT) EAST-NORTHEAST FROM CENTER OF HIGHWAY AND 0.5
 EF0273'METER (1.5 FT) SOUTH OF A WITNESS POST.
 EF0273'DESCRIBED BY K.R.W., TYPED BY E.D.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0357 ***********************************************************************
 EF0357  DESIGNATION -  F 225
 EF0357  PID         -  EF0357
 EF0357  STATE/COUNTY-  AL/ETOWAH
 EF0357  USGS QUAD   -  ALTOONA (1975)
 EF0357
 EF0357                         *CURRENT SURVEY CONTROL
 EF0357  ___________________________________________________________________
 EF0357* NAD 83(1992)-  34 04 23.10780(N)    086 17 54.88199(W)     ADJUSTED  
 EF0357* NAVD 88     -       260.259  (meters)     853.87   (feet)  ADJUSTED  
 EF0357  ___________________________________________________________________
 EF0357  X           -     341,436.670 (meters)                     COMP
 EF0357  Y           -  -5,277,879.599 (meters)                     COMP
 EF0357  Z           -   3,553,294.047 (meters)                     COMP
 EF0357  LAPLACE CORR-           0.28  (seconds)                    DEFLEC99
 EF0357  ELLIP HEIGHT-         231.11  (meters)          (07/29/02) GPS OBS
 EF0357  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 EF0357  DYNAMIC HT  -         259.977 (meters)     852.94  (feet)  COMP
 EF0357  MODELED GRAV-     979,546.2   (mgal)                       NAVD 88
 EF0357
 EF0357  HORZ ORDER  -  FIRST
 EF0357  VERT ORDER  -  SECOND    CLASS 0
 EF0357  ELLP ORDER  -  FOURTH    CLASS I
 EF0357
 EF0357.The horizontal coordinates were established by GPS observations
 EF0357.and adjusted by the National Geodetic Survey in December 1992..
 EF0357
 EF0357.The orthometric height was determined by differential leveling
 EF0357.and adjusted by the National Geodetic Survey in June 1991..
 EF0357
 EF0357.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 EF0357
 EF0357.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF0357
 EF0357.The ellipsoidal height was determined by GPS observations
 EF0357.and is referenced to NAD 83.
 EF0357
 EF0357.The geoid height was determined by GEOID03.
 EF0357
 EF0357.The dynamic height is computed by dividing the NAVD 88
 EF0357.geopotential number by the normal gravity value computed on the
 EF0357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0357.degrees latitude (g = 980.6199 gals.).
 EF0357
 EF0357.The modeled gravity was interpolated from observed gravity values.
 EF0357
 EF0357;                    North         East     Units Scale Factor Converg.
 EF0357;SPC AL E     -   396,308.408   157,056.827   MT  0.99998272   -0 15 38.4
 EF0357;UTM  16      - 3,770,481.553   564,719.850   MT  0.99965163   +0 23 34.7
 EF0357
 EF0357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF0357!SPC AL E     -   0.99996372  x   0.99998272  =   0.99994644
 EF0357!UTM  16      -   0.99996372  x   0.99965163  =   0.99961536
 EF0357
 EF0357|---------------------------------------------------------------------|
 EF0357| PID    Reference Object                     Distance      Geod. Az  |
 EF0357|                                                           dddmmss.s |
 EF0357| EF1654 28 4                                334.400 METERS 23442     |
 EF0357|---------------------------------------------------------------------|
 EF0357
 EF0357                          SUPERSEDED SURVEY CONTROL
 EF0357
 EF0357  ELLIP H (12/04/92)  231.20   (m)                       GP(       ) 4 1
 EF0357  NAD 83(1992)-  34 04 23.11703(N)    086 17 54.88613(W) AD(       ) 1
 EF0357  NGVD 29 (??/??/92)  260.213  (m)          853.72   (f) ADJ UNCH    2 0
 EF0357
 EF0357.Superseded values are not recommended for survey control.
 EF0357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0357.See file dsdata.txt to determine how the superseded data were derived.
 EF0357
 EF0357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC6472070482(NAD 83)
 EF0357_MARKER: DB = BENCH MARK DISK
 EF0357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0357_SP_SET: CONCRETE POST
 EF0357_STAMPING: F 225 1947
 EF0357_MARK LOGO: CGS   
 EF0357_MAGNETIC: N = NO MAGNETIC MATERIAL
 EF0357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0357+STABILITY: SURFACE MOTION
 EF0357_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0357+SATELLITE: SATELLITE OBSERVATIONS - November 18, 1993
 EF0357
 EF0357  HISTORY     - Date     Condition        Report By
 EF0357  HISTORY     - 1947     MONUMENTED       CGS
 EF0357  HISTORY     - 19900726 GOOD             ALHD
 EF0357  HISTORY     - 19931118 GOOD             ALHD
 EF0357
 EF0357                          STATION DESCRIPTION
 EF0357
 EF0357'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0357'0.7 MI N FROM WALNUT GROVE.
 EF0357'ABOUT 0.7 MILE NORTH ALONG A GRAVEL ROAD FROM THE METHODIST CHURCH AT
 EF0357'WALNUT GROVE, ABOUT 0.55 MILE NORTH OF THE INTERSECTION OF A BLACK TOP
 EF0357'ROAD LEADING TO ATTALLA, 0.95 MILE SOUTHWEST OF A CONCRETE AND STEEL
 EF0357'BRIDGE OVER LOCUST FORK OF WARRIOR RIVER, 35 FEET NORTHWEST OF THE
 EF0357'CENTER LINE OF THE ROAD, ABOUT 47 FEET WEST OF THE TOP OF A SMALL
 EF0357'GRADE, 4 FEET NORTHEAST OF A POWER POLE WITH TRANSFORMER, 2 FEET
 EF0357'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE ROAD
 EF0357'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 EF0357
 EF0357                          STATION RECOVERY (1990)
 EF0357
 EF0357'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 EF0357'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE WEST RIGHT OF WAY OF
 EF0357'MURPHREE VALLEY ROAD IN THE NORTH SIDE OF WALNUT GROVE.
 EF0357'TO REACH THE STATION FROM THE JUNCTION OF U. S. 278 AND MURPHREE
 EF0357'VALLEY ROAD (MILE POST 93.55 ON U. S. 278) AT THE WEST END GROCERY,
 EF0357'DRIVE NORTH ON MURPHREE VALLEY ROAD 0.55 MI (0.89 KM) TO THE STATION
 EF0357'ON THE LEFT.
 EF0357'THE STATION IS 36.2 FT (11.0 M) NORTHWEST OF THE CENTERLINE OF
 EF0357'MURPHREE VALLEY ROAD, 4.0 FT (1.2 M) EAST OF POWER POLE NO. A 16 77
 EF0357'10, 0.7 FT (0.2 M) SOUTHEAST OF A CARSONITE WITNESS POST, AND
 EF0357'PROJECTS 6 INCHES.
 EF0357'STATION 28 - 4 1989 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 EF0357
 EF0357                          STATION RECOVERY (1993)
 EF0357
 EF0357'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLD)
 EF0357'THE STATION IS LOCATED IN ETOWAH COUNTY ON THE WEST RIGHT OF WAY OF
 EF0357'MURPHREE VALLEY ROAD ON THE NORTH SIDE OF WALNUT GROVE. TO REACH THE
 EF0357'STATION FROM THE JUNCTION OF U.S. 278 AND MURPHREE VALLEY ROAD (MILE
 EF0357'POST 93.55 ON U. S. 278) AT THE WEST END GROCERY IN WALNUT GROVE,
 EF0357'DRIVE NORTH ON MURPHREE VALLEY ROAD FOR 0.55 MI (0.89 KM) TO THE
 EF0357'STATION ON THE LEFT. THE STATION IS 36.2 FT (11.0 M) NORTHWEST OF THE
 EF0357'CENTERLINE OF MURPHREE VALLEY ROAD, 4.0 FT (1.2 M) EAST OF POWER POLE
 EF0357'NO. A 16 77 10, 0.7 FT (21.3 CM) SOUTHEAST OF A CARSONITE WITNESS
 EF0357'POST, AND PROJECTS 6 INCHES. STATION 28-4 1989 MAY BE USED AS AN
 EF0357'AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1233 ***********************************************************************
 DH1233  DESIGNATION -  F 226
 DH1233  PID         -  DH1233
 DH1233  STATE/COUNTY-  AL/BLOUNT
 DH1233  USGS QUAD   -  REMLAP (1986)
 DH1233
 DH1233                         *CURRENT SURVEY CONTROL
 DH1233  ___________________________________________________________________
 DH1233* NAD 83(1986)-  33 48 18.     (N)    086 31 12.     (W)     SCALED    
 DH1233* NAVD 88     -       343.521  (meters)    1127.04   (feet)  ADJUSTED  
 DH1233  ___________________________________________________________________
 DH1233  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH1233  DYNAMIC HT  -         343.137 (meters)    1125.78  (feet)  COMP
 DH1233  MODELED GRAV-     979,509.5   (mgal)                       NAVD 88
 DH1233
 DH1233  VERT ORDER  -  SECOND    CLASS 0
 DH1233
 DH1233.The horizontal coordinates were scaled from a topographic map and have
 DH1233.an estimated accuracy of +/- 6 seconds.
 DH1233
 DH1233.The orthometric height was determined by differential leveling
 DH1233.and adjusted by the National Geodetic Survey in June 1991..
 DH1233
 DH1233.The geoid height was determined by GEOID03.
 DH1233
 DH1233.The dynamic height is computed by dividing the NAVD 88
 DH1233.geopotential number by the normal gravity value computed on the
 DH1233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1233.degrees latitude (g = 980.6199 gals.).
 DH1233
 DH1233.The modeled gravity was interpolated from observed gravity values.
 DH1233
 DH1233;                    North         East    Units  Estimated Accuracy
 DH1233;SPC AL W     -   422,320.      690,740.      MT  (+/- 180 meters Scaled)
 DH1233
 DH1233                          SUPERSEDED SURVEY CONTROL
 DH1233
 DH1233  NGVD 29 (??/??/92)  343.48   (m)         1126.9    (f) COMPUTED    2 0
 DH1233
 DH1233.Superseded values are not recommended for survey control.
 DH1233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1233.See file dsdata.txt to determine how the superseded data were derived.
 DH1233
 DH1233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC444406(NAD 83)
 DH1233_MARKER: DB = BENCH MARK DISK
 DH1233_SETTING: 66 = SET IN ROCK OUTCROP
 DH1233_SP_SET: ROCK OUTCROP
 DH1233_STAMPING: F 226 1947
 DH1233_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1233+STABILITY: POSITION/ELEVATION WELL
 DH1233
 DH1233  HISTORY     - Date     Condition        Report By
 DH1233  HISTORY     - 1947     MONUMENTED       CGS
 DH1233
 DH1233                          STATION DESCRIPTION
 DH1233
 DH1233'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1233'3.0 MI E FROM BLOUNT HIGHLANDS.
 DH1233'ABOUT 3.0 MILES EAST ALONG A ROAD TO HOLLY SPRINGS FROM THE SCHOOL AT
 DH1233'BLOUNT HIGHLANDS, ABOUT 0.5 MILE WEST OF THE JUNCTION OF A ROAD
 DH1233'LEADING SOUTH, ABOUT 0.2 MILE WEST OF THE TOP OF A GRADE, 66 FEET
 DH1233'SOUTHEAST OF THE EAST CORNER OF A FARM HOUSE, 52 FEET SOUTHWEST OF THE
 DH1233'CENTER LINE OF THE ROAD, SET IN THE TOP AND 1 FOOT NORTHEAST OF THE
 DH1233'HIGHEST POINT OF AN ODD SHAPED ROCK OUTCROP PROJECTING 4 FEET ABOVE
 DH1233'THE GROUND AND ABOUT 4 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1308 ***********************************************************************
 DH1308  DESIGNATION -  F 227
 DH1308  PID         -  DH1308
 DH1308  STATE/COUNTY-  AL/BLOUNT
 DH1308  USGS QUAD   -  NECTAR (1978)
 DH1308
 DH1308                         *CURRENT SURVEY CONTROL
 DH1308  ___________________________________________________________________
 DH1308* NAD 83(1986)-  33 54 02.     (N)    086 37 51.     (W)     SCALED    
 DH1308* NAVD 88     -       157.476  (meters)     516.65   (feet)  ADJUSTED  
 DH1308  ___________________________________________________________________
 DH1308  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH1308  DYNAMIC HT  -         157.307 (meters)     516.10  (feet)  COMP
 DH1308  MODELED GRAV-     979,555.6   (mgal)                       NAVD 88
 DH1308
 DH1308  VERT ORDER  -  SECOND    CLASS 0
 DH1308
 DH1308.The horizontal coordinates were scaled from a topographic map and have
 DH1308.an estimated accuracy of +/- 6 seconds.
 DH1308
 DH1308.The orthometric height was determined by differential leveling
 DH1308.and adjusted by the National Geodetic Survey in June 1991..
 DH1308
 DH1308.The geoid height was determined by GEOID03.
 DH1308
 DH1308.The dynamic height is computed by dividing the NAVD 88
 DH1308.geopotential number by the normal gravity value computed on the
 DH1308.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1308.degrees latitude (g = 980.6199 gals.).
 DH1308
 DH1308.The modeled gravity was interpolated from observed gravity values.
 DH1308
 DH1308;                    North         East    Units  Estimated Accuracy
 DH1308;SPC AL W     -   432,830.      680,390.      MT  (+/- 180 meters Scaled)
 DH1308
 DH1308                          SUPERSEDED SURVEY CONTROL
 DH1308
 DH1308  NGVD 29 (??/??/92)  157.431  (m)          516.50   (f) ADJ UNCH    2 0
 DH1308
 DH1308.Superseded values are not recommended for survey control.
 DH1308.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1308.See file dsdata.txt to determine how the superseded data were derived.
 DH1308
 DH1308_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC341511(NAD 83)
 DH1308_MARKER: DB = BENCH MARK DISK
 DH1308_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1308_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1308_STAMPING: F 227 1947
 DH1308_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1308+STABILITY: SURFACE MOTION
 DH1308
 DH1308  HISTORY     - Date     Condition        Report By
 DH1308  HISTORY     - 1947     MONUMENTED       CGS
 DH1308  HISTORY     - 1961     MARK NOT FOUND   USGS
 DH1308
 DH1308                          STATION DESCRIPTION
 DH1308
 DH1308'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1308'1.0 MI SW FROM LOCUST FORK.
 DH1308'ABOUT 1.0 MILE SOUTHWEST ALONG A ROAD LEADING TO MT. PINSON FROM THE
 DH1308'COTTON GIN AT LOCUST FORK, ABOUT 0.2 MILE NORTHEAST OF THE Y JUNCTION
 DH1308'OF A ROAD LEADING NORTH, 24 FEET NORTHWEST OF THE CENTER LINE OF THE
 DH1308'ROAD, 2 FEET NORTHWEST OF A PASTURE FENCE, 5 FEET SOUTHWEST OF A BOARD
 DH1308'FENCE AROUND A HOG PEN, 67 FEET SOUTHWEST OF THE SOUTH CORNER OF A
 DH1308'BARN, 12 FEET WEST OF AN 8-INCH TREE, 126 FEET NORTHEAST OF THE
 DH1308'NORTHWEST END OF AN 18-INCH PIPE CULVERT, 2 FEET NORTHEAST OF A WHITE
 DH1308'WOODEN WITNESS POST, 1.5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 DH1308'CONCRETE POST PROJECTING 5 INCHES.
 DH1308
 DH1308                          STATION RECOVERY (1961)
 DH1308
 DH1308'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1961
 DH1308'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1379 ***********************************************************************
 DG1379  DESIGNATION -  F 23
 DG1379  PID         -  DG1379
 DG1379  STATE/COUNTY-  AL/RANDOLPH
 DG1379  USGS QUAD   -  ROANOKE WEST (1983)
 DG1379
 DG1379                         *CURRENT SURVEY CONTROL
 DG1379  ___________________________________________________________________
 DG1379* NAD 83(1986)-  33 07 41.     (N)    085 28 24.     (W)     SCALED    
 DG1379* NAVD 88     -       201.885  (meters)     662.35   (feet)  ADJUSTED  
 DG1379  ___________________________________________________________________
 DG1379  GEOID HEIGHT-         -29.25  (meters)                     GEOID03
 DG1379  DYNAMIC HT  -         201.652 (meters)     661.59  (feet)  COMP
 DG1379  MODELED GRAV-     979,479.1   (mgal)                       NAVD 88
 DG1379
 DG1379  VERT ORDER  -  SECOND    CLASS 0
 DG1379
 DG1379.The horizontal coordinates were scaled from a topographic map and have
 DG1379.an estimated accuracy of +/- 6 seconds.
 DG1379
 DG1379.The orthometric height was determined by differential leveling
 DG1379.and adjusted by the National Geodetic Survey in June 1991..
 DG1379
 DG1379.The geoid height was determined by GEOID03.
 DG1379
 DG1379.The dynamic height is computed by dividing the NAVD 88
 DG1379.geopotential number by the normal gravity value computed on the
 DG1379.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1379.degrees latitude (g = 980.6199 gals.).
 DG1379
 DG1379.The modeled gravity was interpolated from observed gravity values.
 DG1379
 DG1379;                    North         East    Units  Estimated Accuracy
 DG1379;SPC AL E     -   291,450.      233,590.      MT  (+/- 180 meters Scaled)
 DG1379
 DG1379                          SUPERSEDED SURVEY CONTROL
 DG1379
 DG1379  NGVD 29 (??/??/92)  201.828  (m)          662.16   (f) ADJ UNCH    2 0
 DG1379
 DG1379.Superseded values are not recommended for survey control.
 DG1379.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1379.See file dsdata.txt to determine how the superseded data were derived.
 DG1379
 DG1379_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB424665(NAD 83)
 DG1379_MARKER: DB = BENCH MARK DISK
 DG1379_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1379_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1379_STAMPING: F 23 1934
 DG1379_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1379+STABILITY: SURFACE MOTION
 DG1379
 DG1379  HISTORY     - Date     Condition        Report By
 DG1379  HISTORY     - 1934     MONUMENTED       CGS
 DG1379
 DG1379                          STATION DESCRIPTION
 DG1379
 DG1379'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG1379'6.6 MI SW FROM ROANOKE.
 DG1379'6.6 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD
 DG1379'FROM THE STATION AT ROANOKE, RANDOLPH COUNTY, AT THE STATION
 DG1379'SIGN AT DICKERT, 53 RAILS NORTHEAST OF MILEPOST 318 (A.B. AND
 DG1379'C.R.R.) OR 850 (A.C.L.R.R.), 24 FEET SOUTHEAST OF THE MAIN
 DG1379'TRACK, AND 5 FEET WEST OF A POLE.  A STANDARD DISK, STAMPED
 DG1379'F 23 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0623 ***********************************************************************
 DH0623  DESIGNATION -  F 230
 DH0623  PID         -  DH0623
 DH0623  STATE/COUNTY-  AL/SHELBY
 DH0623  USGS QUAD   -  VINCENT (1972)
 DH0623
 DH0623                         *CURRENT SURVEY CONTROL
 DH0623  ___________________________________________________________________
 DH0623* NAD 83(1986)-  33 26 48.     (N)    086 23 16.     (W)     SCALED    
 DH0623* NAVD 88     -       132.451  (meters)     434.55   (feet)  ADJUSTED  
 DH0623  ___________________________________________________________________
 DH0623  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0623  DYNAMIC HT  -         132.306 (meters)     434.07  (feet)  COMP
 DH0623  MODELED GRAV-     979,543.8   (mgal)                       NAVD 88
 DH0623
 DH0623  VERT ORDER  -  SECOND    CLASS 0
 DH0623
 DH0623.The horizontal coordinates were scaled from a topographic map and have
 DH0623.an estimated accuracy of +/- 6 seconds.
 DH0623
 DH0623.The orthometric height was determined by differential leveling
 DH0623.and adjusted by the National Geodetic Survey in June 1991..
 DH0623
 DH0623.The geoid height was determined by GEOID03.
 DH0623
 DH0623.The dynamic height is computed by dividing the NAVD 88
 DH0623.geopotential number by the normal gravity value computed on the
 DH0623.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0623.degrees latitude (g = 980.6199 gals.).
 DH0623
 DH0623.The modeled gravity was interpolated from observed gravity values.
 DH0623
 DH0623;                    North         East    Units  Estimated Accuracy
 DH0623;SPC AL W     -   382,700.      703,410.      MT  (+/- 180 meters Scaled)
 DH0623
 DH0623                          SUPERSEDED SURVEY CONTROL
 DH0623
 DH0623  NGVD 29 (??/??/92)  132.43   (m)          434.5    (f) COMPUTED    2 0
 DH0623
 DH0623.Superseded values are not recommended for survey control.
 DH0623.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0623.See file dsdata.txt to determine how the superseded data were derived.
 DH0623
 DH0623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC569009(NAD 83)
 DH0623_MARKER: DB = BENCH MARK DISK
 DH0623_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0623_SP_SET: BRIDGE
 DH0623_STAMPING: F 230 1947
 DH0623_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0623
 DH0623  HISTORY     - Date     Condition        Report By
 DH0623  HISTORY     - 1947     MONUMENTED       CGS
 DH0623
 DH0623                          STATION DESCRIPTION
 DH0623
 DH0623'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0623'4.6 MI NE FROM VINCENT.
 DH0623'ABOUT 4.6 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 DH0623'AT VINCENT, 0.85 MILE SOUTHWEST OF THE SHELBY-ST. CLAIR COUNTY LINE,
 DH0623'IN THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST ABUTMENT OF THE
 DH0623'CONCRETE HIGHWAY BRIDGE OVER KELLYS CREEK, 15.5 FEET SOUTHEAST OF AND
 DH0623'ABOUT LEVEL WITH THE CENTER LINE OF THE PAVEMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0214 ***********************************************************************
 DH0214  DESIGNATION -  F 231
 DH0214  PID         -  DH0214
 DH0214  STATE/COUNTY-  AL/ST CLAIR
 DH0214  USGS QUAD   -  PELL CITY (1972)
 DH0214
 DH0214                         *CURRENT SURVEY CONTROL
 DH0214  ___________________________________________________________________
 DH0214* NAD 83(1986)-  33 35 25.     (N)    086 19 13.     (W)     SCALED    
 DH0214* NAVD 88     -       151.274  (meters)     496.30   (feet)  ADJUSTED  
 DH0214  ___________________________________________________________________
 DH0214  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH0214  DYNAMIC HT  -         151.109 (meters)     495.76  (feet)  COMP
 DH0214  MODELED GRAV-     979,547.5   (mgal)                       NAVD 88
 DH0214
 DH0214  VERT ORDER  -  SECOND    CLASS 0
 DH0214
 DH0214.The horizontal coordinates were scaled from a topographic map and have
 DH0214.an estimated accuracy of +/- 6 seconds.
 DH0214
 DH0214.The orthometric height was determined by differential leveling
 DH0214.and adjusted by the National Geodetic Survey in June 1991..
 DH0214
 DH0214.The geoid height was determined by GEOID03.
 DH0214
 DH0214.The dynamic height is computed by dividing the NAVD 88
 DH0214.geopotential number by the normal gravity value computed on the
 DH0214.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0214.degrees latitude (g = 980.6199 gals.).
 DH0214
 DH0214.The modeled gravity was interpolated from observed gravity values.
 DH0214
 DH0214;                    North         East    Units  Estimated Accuracy
 DH0214;SPC AL E     -   342,770.      154,800.      MT  (+/- 180 meters Scaled)
 DH0214
 DH0214                          SUPERSEDED SURVEY CONTROL
 DH0214
 DH0214  NGVD 29 (??/??/92)  151.214  (m)          496.11   (f) ADJ UNCH    2 0
 DH0214
 DH0214.Superseded values are not recommended for survey control.
 DH0214.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0214.See file dsdata.txt to determine how the superseded data were derived.
 DH0214
 DH0214_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC630169(NAD 83)
 DH0214_MARKER: DB = BENCH MARK DISK
 DH0214_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0214_SP_SET: BRIDGE ABUTMENT
 DH0214_STAMPING: F 231 1947
 DH0214_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0214
 DH0214  HISTORY     - Date     Condition        Report By
 DH0214  HISTORY     - 1947     MONUMENTED       CGS
 DH0214
 DH0214                          STATION DESCRIPTION
 DH0214
 DH0214'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0214'0.5 MI W FROM EDEN.
 DH0214'ABOUT 0.5 MILE WEST ALONG U.S. HIGHWAY 78 FROM THE POST OFFICE AT
 DH0214'EDEN, IN THE TOP OF THE EAST END OF THE NORTH ABUTMENT OF THE CONCRETE
 DH0214'HIGHWAY BRIDGE OVER WOLF CREEK, 13 FEET EAST OF AND ABOUT LEVEL WITH
 DH0214'THE CENTER LINE OF THE BRIDGE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0617 ***********************************************************************
 DH0617  DESIGNATION -  F 232 RESET
 DH0617  PID         -  DH0617
 DH0617  STATE/COUNTY-  AL/ST CLAIR
 DH0617  USGS QUAD   -  LANIERS (1972)
 DH0617
 DH0617                         *CURRENT SURVEY CONTROL
 DH0617  ___________________________________________________________________
 DH0617* NAD 83(1986)-  33 28 55.     (N)    086 21 54.     (W)     SCALED    
 DH0617* NAVD 88     -       154.32   (meters)     506.3    (feet)  RESET     
 DH0617  ___________________________________________________________________
 DH0617  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0617
 DH0617  VERT ORDER  -  THIRD
 DH0617
 DH0617.The horizontal coordinates were scaled from a topographic map and have
 DH0617.an estimated accuracy of +/- 6 seconds.
 DH0617
 DH0617.The orthometric height was computed from unverified reset data.
 DH0617
 DH0617.The geoid height was determined by GEOID03.
 DH0617
 DH0617;                    North         East    Units  Estimated Accuracy
 DH0617;SPC AL E     -   330,770.      150,590.      MT  (+/- 180 meters Scaled)
 DH0617
 DH0617                          SUPERSEDED SURVEY CONTROL
 DH0617
 DH0617.No superseded survey control is available for this station.
 DH0617
 DH0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC589048(NAD 83)
 DH0617_MARKER: DB = BENCH MARK DISK
 DH0617_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0617_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0617_STAMPING: F 232 1947 RESET 1968
 DH0617_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0617+STABILITY: SURFACE MOTION
 DH0617
 DH0617  HISTORY     - Date     Condition        Report By
 DH0617  HISTORY     - 1968     MONUMENTED       CGS
 DH0617
 DH0617                          STATION DESCRIPTION
 DH0617
 DH0617'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 DH0617'0.4 MI N FROM LONDON.
 DH0617'LOCATED 0.4 MILE NORTH ALONG THE PRESCOT ROAD FROM ITS INTERSECTION
 DH0617'WITH U.S. HIGHWAY 231 IN LONDON, IN THE NORTHEAST QUADRANT OF A T
 DH0617'INTERSECTION (FORMERLY A CROSSROAD), 21 FEET SOUTH OF THE PROJECTED
 DH0617'CENTER OF THE ROAD LEADING WEST, 40 FEET EAST OF THE CENTER OF THE
 DH0617'NORTH-SOUTH ROAD, 23 FEET NORTH OF THE CENTER OF AN OLD TRACK ROAD, 50
 DH0617'FEET NNW OF THE CENTER OF THE OLD DIRT ROAD, 1 FOOT EAST OF A FENCE
 DH0617'LINE, AND 1 FOOT EAST OF A METAL WITNESS POST.  A BENCH MARK DISK
 DH0617'STAMPED F 232 1947 RESET 1968 SET IN THE TOP OF A 12-INCH ROUND
 DH0617'CONCRETE POST, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0294 ***********************************************************************
 DH0294  DESIGNATION -  F 233
 DH0294  PID         -  DH0294
 DH0294  STATE/COUNTY-  AL/TALLADEGA
 DH0294  USGS QUAD   -  RIVERSIDE (1972)
 DH0294
 DH0294                         *CURRENT SURVEY CONTROL
 DH0294  ___________________________________________________________________
 DH0294* NAD 83(1986)-  33 31 57.     (N)    086 07 31.     (W)     SCALED    
 DH0294* NAVD 88     -       171.270  (meters)     561.91   (feet)  ADJUSTED  
 DH0294  ___________________________________________________________________
 DH0294  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DH0294  DYNAMIC HT  -         171.086 (meters)     561.30  (feet)  COMP
 DH0294  MODELED GRAV-     979,557.6   (mgal)                       NAVD 88
 DH0294
 DH0294  VERT ORDER  -  SECOND    CLASS 0
 DH0294
 DH0294.The horizontal coordinates were scaled from a topographic map and have
 DH0294.an estimated accuracy of +/- 6 seconds.
 DH0294
 DH0294.The orthometric height was determined by differential leveling
 DH0294.and adjusted by the National Geodetic Survey in June 1991..
 DH0294
 DH0294.The geoid height was determined by GEOID03.
 DH0294
 DH0294.The dynamic height is computed by dividing the NAVD 88
 DH0294.geopotential number by the normal gravity value computed on the
 DH0294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0294.degrees latitude (g = 980.6199 gals.).
 DH0294
 DH0294.The modeled gravity was interpolated from observed gravity values.
 DH0294
 DH0294;                    North         East    Units  Estimated Accuracy
 DH0294;SPC AL E     -   336,290.      172,880.      MT  (+/- 180 meters Scaled)
 DH0294
 DH0294                          SUPERSEDED SURVEY CONTROL
 DH0294
 DH0294  NGVD 29 (??/??/92)  171.207  (m)          561.70   (f) ADJ UNCH    2 0
 DH0294
 DH0294.Superseded values are not recommended for survey control.
 DH0294.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0294.See file dsdata.txt to determine how the superseded data were derived.
 DH0294
 DH0294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC812106(NAD 83)
 DH0294_MARKER: DB = BENCH MARK DISK
 DH0294_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH0294_SP_SET: CULVERT HEADWALL
 DH0294_STAMPING: F 233 1947
 DH0294_MARK LOGO: CGS   
 DH0294_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH0294_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0294+STABILITY: SURFACE MOTION
 DH0294
 DH0294  HISTORY     - Date     Condition        Report By
 DH0294  HISTORY     - 1947     MONUMENTED       CGS
 DH0294  HISTORY     - 19920828 GOOD             NGS
 DH0294
 DH0294                          STATION DESCRIPTION
 DH0294
 DH0294'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0294'5.2 MI S FROM LINCOLN.
 DH0294'ABOUT 5.2 MILES SOUTH ALONG STATE HIGHWAY 102 FROM ITS JUNCTION WITH
 DH0294'U. S. HIGHWAY 78 AT LINCOLN, 93 FEET SOUTH OF THE CENTER LINE OF A
 DH0294'DIRT ROAD LEADING NORTHWEST TO A CHURCH, SET IN THE CENTER OF THE WEST
 DH0294'CONCRETE HEAD WALL OF A 28 INCH PIPE CULVERT, 28 FEET WEST OF AND
 DH0294'ABOUT 2 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
 DH0294
 DH0294                          STATION RECOVERY (1992)
 DH0294
 DH0294'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1992 (WJR)
 DH0294'STATION RECOVERED AS DESCRIBED.  TO BE DESTROYED BY CONSTRUCTION SOON.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9988 ***********************************************************************
 AA9988  DESIGNATION -  F 233 RESET
 AA9988  PID         -  AA9988
 AA9988  STATE/COUNTY-  AL/TALLADEGA
 AA9988  USGS QUAD   -  RIVERSIDE (1972)
 AA9988
 AA9988                         *CURRENT SURVEY CONTROL
 AA9988  ___________________________________________________________________
 AA9988* NAD 83(1986)-  33 31 57.     (N)    086 07 31.     (W)     SCALED    
 AA9988* NAVD 88     -       171.91   (meters)     564.0    (feet)  RESET     
 AA9988  ___________________________________________________________________
 AA9988  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 AA9988
 AA9988  VERT ORDER  -  THIRD
 AA9988
 AA9988.The horizontal coordinates were scaled from a topographic map and have
 AA9988.an estimated accuracy of +/- 6 seconds.
 AA9988
 AA9988.The orthometric height was computed from unverified reset data.
 AA9988
 AA9988.The geoid height was determined by GEOID03.
 AA9988
 AA9988;                    North         East    Units  Estimated Accuracy
 AA9988;SPC AL E     -   336,290.      172,880.      MT  (+/- 180 meters Scaled)
 AA9988
 AA9988                          SUPERSEDED SURVEY CONTROL
 AA9988
 AA9988.No superseded survey control is available for this station.
 AA9988
 AA9988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC812106(NAD 83)
 AA9988_MARKER: DV = VERTICAL CONTROL DISK
 AA9988_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 AA9988_SP_SET: CULVERT HEADWALL
 AA9988_STAMPING: F 233 1947 RESET 1992
 AA9988_MARK LOGO: NGS   
 AA9988_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9988+STABILITY: SURFACE MOTION
 AA9988
 AA9988  HISTORY     - Date     Condition        Report By
 AA9988  HISTORY     - 1992     MONUMENTED       NGS
 AA9988
 AA9988                          STATION DESCRIPTION
 AA9988
 AA9988'DESCRIBED BY NATIONAL GEODETIC SURVEY 1992 (WJR)
 AA9988'THE STATION IS ABOUT 4.1 MI (6.6 KM) SOUTH ON AL 77 FROM THE JUNCTION
 AA9988'OF AL 77 AND I-20 AT EXIT 168 NEAR LINCOLN, AL, AND 7.1 MI (11.4 KM)
 AA9988'NORTH OF THE POST OFFICE IN TALLADEGA AND ALONG THE EAST SIDE OF THE
 AA9988'NORTH BOUND LANES OF AL 77 SET IN THE TOP OF A CONCRETE HEADWALL OF A
 AA9988'CULVERT ABOUT 20.5 FT (6.2 M) EAST OF THE CENTERLINE OF THE NORTHBOUND
 AA9988'LANES, AND ABOUT LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2109 ***********************************************************************
 DG2109  DESIGNATION -  F 234
 DG2109  PID         -  DG2109
 DG2109  STATE/COUNTY-  AL/CALHOUN
 DG2109  USGS QUAD   -  ANNISTON (1972)
 DG2109
 DG2109                         *CURRENT SURVEY CONTROL
 DG2109  ___________________________________________________________________
 DG2109* NAD 83(1986)-  33 39 19.     (N)    085 51 07.     (W)     SCALED    
 DG2109* NAVD 88     -       237.421  (meters)     778.94   (feet)  ADJUSTED  
 DG2109  ___________________________________________________________________
 DG2109  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG2109  DYNAMIC HT  -         237.164 (meters)     778.10  (feet)  COMP
 DG2109  MODELED GRAV-     979,549.4   (mgal)                       NAVD 88
 DG2109
 DG2109  VERT ORDER  -  SECOND    CLASS 0
 DG2109
 DG2109.The horizontal coordinates were scaled from a topographic map and have
 DG2109.an estimated accuracy of +/- 6 seconds.
 DG2109
 DG2109.The orthometric height was determined by differential leveling
 DG2109.and adjusted by the National Geodetic Survey in June 1991..
 DG2109
 DG2109.The geoid height was determined by GEOID03.
 DG2109
 DG2109.The dynamic height is computed by dividing the NAVD 88
 DG2109.geopotential number by the normal gravity value computed on the
 DG2109.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2109.degrees latitude (g = 980.6199 gals.).
 DG2109
 DG2109.The modeled gravity was interpolated from observed gravity values.
 DG2109
 DG2109;                    North         East    Units  Estimated Accuracy
 DG2109;SPC AL E     -   349,870.      198,270.      MT  (+/- 180 meters Scaled)
 DG2109
 DG2109                          SUPERSEDED SURVEY CONTROL
 DG2109
 DG2109  NGVD 29 (??/??/92)  237.338  (m)          778.67   (f) ADJ UNCH    2 0
 DG2109
 DG2109.Superseded values are not recommended for survey control.
 DG2109.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2109.See file dsdata.txt to determine how the superseded data were derived.
 DG2109
 DG2109_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC064245(NAD 83)
 DG2109_MARKER: DB = BENCH MARK DISK
 DG2109_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2109_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2109_STAMPING: F 234 1947
 DG2109_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2109+STABILITY: SURFACE MOTION
 DG2109
 DG2109  HISTORY     - Date     Condition        Report By
 DG2109  HISTORY     - 1947     MONUMENTED       CGS
 DG2109  HISTORY     - 1965     GOOD             NGS
 DG2109  HISTORY     - 20030308 MARK NOT FOUND   JCLS
 DG2109
 DG2109                          STATION DESCRIPTION
 DG2109
 DG2109'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2109'1.8 MI SW FROM ANNISTON.
 DG2109'ABOUT 1.8 MILES SOUTHWEST ALONG U.S. HIGHWAY 78 FROM THE WILSON
 DG2109'BUILDING AT ANNISTON, AT THE SOUTHWEST ENTRANCE GATE TO THE
 DG2109'ANNISTON PLANT OF THE MONSANTO CHEMICAL COMPANY, 39 FEET
 DG2109'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY AT A CURVE WITH TANGENTS
 DG2109'EXTENDING WEST AND NORTHEAST, 40 FEET SOUTHWEST OF THE CENTER
 DG2109'OF THE DRIVE WAY, 9.3 FEET SOUTHWEST OF A FENCE CORNER, 1 FOOT
 DG2109'SOUTHEAST OF THE FENCE LINE, 1 FOOT NORTH OF A WHITE WOODEN
 DG2109'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 DG2109'CONCRETE POST PROJECTING 6 INCHES.
 DG2109
 DG2109                          STATION RECOVERY (1965)
 DG2109
 DG2109'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1965
 DG2109'RECOVERED IN GOOD CONDITION.
 DG2109
 DG2109                          STATION RECOVERY (2003)
 DG2109
 DG2109'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DG2109'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2099 ***********************************************************************
 DG2099  DESIGNATION -  F 235
 DG2099  PID         -  DG2099
 DG2099  STATE/COUNTY-  AL/CALHOUN
 DG2099  USGS QUAD   -  EULATON (1972)
 DG2099
 DG2099                         *CURRENT SURVEY CONTROL
 DG2099  ___________________________________________________________________
 DG2099* NAD 83(1986)-  33 43 43.     (N)    085 57 21.     (W)     SCALED    
 DG2099* NAVD 88     -       170.757  (meters)     560.23   (feet)  ADJUSTED  
 DG2099  ___________________________________________________________________
 DG2099  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG2099  DYNAMIC HT  -         170.576 (meters)     559.63  (feet)  COMP
 DG2099  MODELED GRAV-     979,572.7   (mgal)                       NAVD 88
 DG2099
 DG2099  VERT ORDER  -  SECOND    CLASS 0
 DG2099
 DG2099.The horizontal coordinates were scaled from a topographic map and have
 DG2099.an estimated accuracy of +/- 6 seconds.
 DG2099
 DG2099.The orthometric height was determined by differential leveling
 DG2099.and adjusted by the National Geodetic Survey in June 1991..
 DG2099
 DG2099.The geoid height was determined by GEOID03.
 DG2099
 DG2099.The dynamic height is computed by dividing the NAVD 88
 DG2099.geopotential number by the normal gravity value computed on the
 DG2099.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2099.degrees latitude (g = 980.6199 gals.).
 DG2099
 DG2099.The modeled gravity was interpolated from observed gravity values.
 DG2099
 DG2099;                    North         East    Units  Estimated Accuracy
 DG2099;SPC AL E     -   358,010.      188,650.      MT  (+/- 180 meters Scaled)
 DG2099
 DG2099                          SUPERSEDED SURVEY CONTROL
 DG2099
 DG2099  NGVD 29 (??/??/92)  170.682  (m)          559.98   (f) ADJ UNCH    2 0
 DG2099
 DG2099.Superseded values are not recommended for survey control.
 DG2099.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2099.See file dsdata.txt to determine how the superseded data were derived.
 DG2099
 DG2099_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC967325(NAD 83)
 DG2099_MARKER: DB = BENCH MARK DISK
 DG2099_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG2099_SP_SET: BRIDGE
 DG2099_STAMPING: F 235 1947
 DG2099_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2099
 DG2099  HISTORY     - Date     Condition        Report By
 DG2099  HISTORY     - 1947     MONUMENTED       CGS
 DG2099
 DG2099                          STATION DESCRIPTION
 DG2099
 DG2099'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2099'5.4 MI SW FROM ALEXANDRIA.
 DG2099'ABOUT 0.25 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 DG2099'RAILROAD FROM THE STATION AT ALEXANDRIA, THENCE ABOUT 5.15 MILES
 DG2099'SOUTHWEST ALONG A COUNTY ROAD LEADING TO THE MORRISVILLE BIVOUAC
 DG2099'AREA, AT A WOODEN DECK STEEL BRIDGE OVER CANE CREEK, SET IN THE
 DG2099'TOP OF THE NORTHEAST CONCRETE WING WALL OF THE BRIDGE, 8 FEET EAST
 DG2099'OF THE CENTER LINE OF THE ROAD AND ABOUT LEVEL WITH THE BRIDGE
 DG2099'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0009 ***********************************************************************
 DH0009  DESIGNATION -  F 236
 DH0009  PID         -  DH0009
 DH0009  STATE/COUNTY-  AL/ST CLAIR
 DH0009  USGS QUAD   -  OHATCHEE (1949)
 DH0009
 DH0009                         *CURRENT SURVEY CONTROL
 DH0009  ___________________________________________________________________
 DH0009* NAD 83(1986)-  33 46 34.     (N)    086 03 18.     (W)     SCALED    
 DH0009* NAVD 88     -       149.187  (meters)     489.46   (feet)  ADJUSTED  
 DH0009  ___________________________________________________________________
 DH0009  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH0009  DYNAMIC HT  -         149.028 (meters)     488.94  (feet)  COMP
 DH0009  MODELED GRAV-     979,572.8   (mgal)                       NAVD 88
 DH0009
 DH0009  VERT ORDER  -  FIRST     CLASS II
 DH0009
 DH0009.The horizontal coordinates were scaled from a topographic map and have
 DH0009.an estimated accuracy of +/- 6 seconds.
 DH0009
 DH0009.The orthometric height was determined by differential leveling
 DH0009.and adjusted by the National Geodetic Survey in June 1991..
 DH0009
 DH0009.The geoid height was determined by GEOID03.
 DH0009
 DH0009.The dynamic height is computed by dividing the NAVD 88
 DH0009.geopotential number by the normal gravity value computed on the
 DH0009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0009.degrees latitude (g = 980.6199 gals.).
 DH0009
 DH0009.The modeled gravity was interpolated from observed gravity values.
 DH0009
 DH0009;                    North         East    Units  Estimated Accuracy
 DH0009;SPC AL E     -   363,290.      179,470.      MT  (+/- 180 meters Scaled)
 DH0009
 DH0009                          SUPERSEDED SURVEY CONTROL
 DH0009
 DH0009  NGVD 29 (??/??/92)  149.13   (m)          489.3    (f) COMPUTED    1 2
 DH0009
 DH0009.Superseded values are not recommended for survey control.
 DH0009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0009.See file dsdata.txt to determine how the superseded data were derived.
 DH0009
 DH0009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC874377(NAD 83)
 DH0009_MARKER: DB = BENCH MARK DISK
 DH0009_SETTING: 66 = SET IN ROCK OUTCROP
 DH0009_SP_SET: ROCK OUTCROP
 DH0009_STAMPING: F 236 1947
 DH0009_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0009+STABILITY: POSITION/ELEVATION WELL
 DH0009
 DH0009  HISTORY     - Date     Condition        Report By
 DH0009  HISTORY     - 1947     MONUMENTED       CGS
 DH0009
 DH0009                          STATION DESCRIPTION
 DH0009
 DH0009'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0009'6.5 MI NE FROM RAGLAND.
 DH0009'ABOUT 6.5 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 DH0009'STATION AT RAGLAND, ABOUT 0.1 MILE WEST OF LOCK, ABOUT 0.8 MILE WEST
 DH0009'OF THE WEST END OF THE RAILROAD BRIDGE OVER THE COOSA RIVER, SET IN A
 DH0009'ROCK OUTCROP IN THE SIDE OF A HILL AT A BENCH CUT ON THE SOUTH SIDE OF
 DH0009'THE TRACKS, 8.5 FEET SOUTHWEST OF MILE POST 684, 11.8 FEET SOUTH OF
 DH0009'THE SOUTH RAIL OF THE MAIN TRACK AND ABOUT 2.5 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0044 ***********************************************************************
 DH0044  DESIGNATION -  F 237
 DH0044  PID         -  DH0044
 DH0044  STATE/COUNTY-  AL/ST CLAIR
 DH0044  USGS QUAD   -  ODENVILLE (1972)
 DH0044
 DH0044                         *CURRENT SURVEY CONTROL
 DH0044  ___________________________________________________________________
 DH0044* NAD 83(1986)-  33 40 50.     (N)    086 23 44.     (W)     SCALED    
 DH0044* NAVD 88     -       222.917  (meters)     731.35   (feet)  ADJUSTED  
 DH0044  ___________________________________________________________________
 DH0044  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH0044  DYNAMIC HT  -         222.673 (meters)     730.55  (feet)  COMP
 DH0044  MODELED GRAV-     979,536.3   (mgal)                       NAVD 88
 DH0044
 DH0044  VERT ORDER  -  FIRST     CLASS II
 DH0044
 DH0044.The horizontal coordinates were scaled from a topographic map and have
 DH0044.an estimated accuracy of +/- 6 seconds.
 DH0044
 DH0044.The orthometric height was determined by differential leveling
 DH0044.and adjusted by the National Geodetic Survey in June 1991..
 DH0044
 DH0044.The geoid height was determined by GEOID03.
 DH0044
 DH0044.The dynamic height is computed by dividing the NAVD 88
 DH0044.geopotential number by the normal gravity value computed on the
 DH0044.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0044.degrees latitude (g = 980.6199 gals.).
 DH0044
 DH0044.The modeled gravity was interpolated from observed gravity values.
 DH0044
 DH0044;                    North         East    Units  Estimated Accuracy
 DH0044;SPC AL E     -   352,820.      147,870.      MT  (+/- 180 meters Scaled)
 DH0044
 DH0044                          SUPERSEDED SURVEY CONTROL
 DH0044
 DH0044  NGVD 29 (??/??/92)  222.869  (m)          731.20   (f) ADJ UNCH    1 2
 DH0044
 DH0044.Superseded values are not recommended for survey control.
 DH0044.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0044.See file dsdata.txt to determine how the superseded data were derived.
 DH0044
 DH0044_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC560269(NAD 83)
 DH0044_MARKER: DB = BENCH MARK DISK
 DH0044_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0044_SP_SET: CONCRETE FOUNDATION
 DH0044_STAMPING: F 237 1947
 DH0044_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0044
 DH0044  HISTORY     - Date     Condition        Report By
 DH0044  HISTORY     - 1947     MONUMENTED       CGS
 DH0044
 DH0044                          STATION DESCRIPTION
 DH0044
 DH0044'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0044'IN ODENVILLE.
 DH0044'IN ODENVILLE, ALONG THE SEABOARD AIR LINE RAILWAY, IN THE TOP OF THE
 DH0044'CONCRETE FOUNDATION FOR THE SOUTH PIER IN THE WEST BENT SUPPORTING THE
 DH0044'RAILROAD WATER TANK, 153 FEET EAST OF THE SOUTHEAST CORNER OF THE
 DH0044'STATION, 15.5 FEET NORTH OF THE NORTH RAIL AND ABOUT 1 FOOT ABOVE THE
 DH0044'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1125 ***********************************************************************
 DH1125  DESIGNATION -  F 238
 DH1125  PID         -  DH1125
 DH1125  STATE/COUNTY-  AL/JEFFERSON
 DH1125  USGS QUAD   -  LEEDS (1978)
 DH1125
 DH1125                         *CURRENT SURVEY CONTROL
 DH1125  ___________________________________________________________________
 DH1125* NAD 83(1986)-  33 35 11.     (N)    086 37 12.     (W)     SCALED    
 DH1125* NAVD 88     -       216.428  (meters)     710.06   (feet)  ADJUSTED  
 DH1125  ___________________________________________________________________
 DH1125  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1125  DYNAMIC HT  -         216.187 (meters)     709.27  (feet)  COMP
 DH1125  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 DH1125
 DH1125  VERT ORDER  -  FIRST     CLASS II
 DH1125
 DH1125.The horizontal coordinates were scaled from a topographic map and have
 DH1125.an estimated accuracy of +/- 6 seconds.
 DH1125
 DH1125.The orthometric height was determined by differential leveling
 DH1125.and adjusted by the National Geodetic Survey in June 1991..
 DH1125
 DH1125.The geoid height was determined by GEOID03.
 DH1125
 DH1125.The dynamic height is computed by dividing the NAVD 88
 DH1125.geopotential number by the normal gravity value computed on the
 DH1125.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1125.degrees latitude (g = 980.6199 gals.).
 DH1125
 DH1125.The modeled gravity was interpolated from observed gravity values.
 DH1125
 DH1125;                    North         East    Units  Estimated Accuracy
 DH1125;SPC AL W     -   397,990.      681,690.      MT  (+/- 180 meters Scaled)
 DH1125
 DH1125                          SUPERSEDED SURVEY CONTROL
 DH1125
 DH1125  NGVD 29 (??/??/92)  216.381  (m)          709.91   (f) ADJ UNCH    1 2
 DH1125
 DH1125.Superseded values are not recommended for survey control.
 DH1125.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1125.See file dsdata.txt to determine how the superseded data were derived.
 DH1125
 DH1125_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC352163(NAD 83)
 DH1125_MARKER: DB = BENCH MARK DISK
 DH1125_SETTING: 66 = SET IN ROCK OUTCROP
 DH1125_SP_SET: ROCK CUT
 DH1125_STAMPING: F 238 1947
 DH1125_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1125+STABILITY: POSITION/ELEVATION WELL
 DH1125
 DH1125  HISTORY     - Date     Condition        Report By
 DH1125  HISTORY     - 1947     MONUMENTED       CGS
 DH1125
 DH1125                          STATION DESCRIPTION
 DH1125
 DH1125'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1125'1.2 MI NE FROM ALTON.
 DH1125'ABOUT 1.2 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 DH1125'STATION AT ALTON, 106 FEET SOUTHWEST AND ACROSS THE TRACK FROM MILE
 DH1125'POST 725, 19 FEET SOUTH OF THE SOUTH RAIL, SET VERTICALLY IN THE ROCK
 DH1125'LEDGE ON NORTH FACE OF A LARGE FLAT VERTICAL ROCK SURFACE IN A CUT
 DH1125'ABOUT 2 FEET ABOVE THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1202 ***********************************************************************
 DH1202  DESIGNATION -  F 239
 DH1202  PID         -  DH1202
 DH1202  STATE/COUNTY-  AL/JEFFERSON
 DH1202  USGS QUAD   -  PINSON (1979)
 DH1202
 DH1202                         *CURRENT SURVEY CONTROL
 DH1202  ___________________________________________________________________
 DH1202* NAD 83(1986)-  33 37 36.     (N)    086 41 11.     (W)     SCALED    
 DH1202* NAVD 88     -       245.392  (meters)     805.09   (feet)  ADJUSTED  
 DH1202  ___________________________________________________________________
 DH1202  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH1202  DYNAMIC HT  -         245.119 (meters)     804.19  (feet)  COMP
 DH1202  MODELED GRAV-     979,518.6   (mgal)                       NAVD 88
 DH1202
 DH1202  VERT ORDER  -  SECOND    CLASS 0
 DH1202
 DH1202.The horizontal coordinates were scaled from a topographic map and have
 DH1202.an estimated accuracy of +/- 6 seconds.
 DH1202
 DH1202.The orthometric height was determined by differential leveling
 DH1202.and adjusted by the National Geodetic Survey in June 1991..
 DH1202
 DH1202.The geoid height was determined by GEOID03.
 DH1202
 DH1202.The dynamic height is computed by dividing the NAVD 88
 DH1202.geopotential number by the normal gravity value computed on the
 DH1202.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1202.degrees latitude (g = 980.6199 gals.).
 DH1202
 DH1202.The modeled gravity was interpolated from observed gravity values.
 DH1202
 DH1202;                    North         East    Units  Estimated Accuracy
 DH1202;SPC AL W     -   402,410.      675,490.      MT  (+/- 180 meters Scaled)
 DH1202
 DH1202                          SUPERSEDED SURVEY CONTROL
 DH1202
 DH1202  NGVD 29 (??/??/92)  245.348  (m)          804.95   (f) ADJ UNCH    2 0
 DH1202
 DH1202.Superseded values are not recommended for survey control.
 DH1202.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1202.See file dsdata.txt to determine how the superseded data were derived.
 DH1202
 DH1202_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC290208(NAD 83)
 DH1202_MARKER: DB = BENCH MARK DISK
 DH1202_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1202_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1202_STAMPING: F 239 1947
 DH1202_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1202+STABILITY: SURFACE MOTION
 DH1202
 DH1202  HISTORY     - Date     Condition        Report By
 DH1202  HISTORY     - 1947     MONUMENTED       CGS
 DH1202
 DH1202                          STATION DESCRIPTION
 DH1202
 DH1202'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1202'2.0 MI N FROM HUFFMAN.
 DH1202'ABOUT 2.0 MILES NORTH ALONG STATE HIGHWAY 38 FROM THE BAPTIST CHURCH
 DH1202'AT HUFFMAN, ABOUT 1.0 MILE SOUTH OF THE BROWN MEMORIAL METHODIST
 DH1202'CHURCH AT CENTER POINT, 78.5 FEET NORTH OF THE NORTHWEST CORNER OF W.
 DH1202'PHILLIPS CONCRETE BLOCK GARAGE, 73 FEET SOUTH OF A POWER POLE, 31 FEET
 DH1202'EAST OF THE CENTER LINE OF THE HIGHWAY, AT THE SOUTH END OF A SMALL
 DH1202'CUT AND AT THE NORTH END OF THE LEVELED GROUNDS FOR THE GARAGE FRONT,
 DH1202'1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DH1202'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1260 ***********************************************************************
 BT1260  DESIGNATION -  F 24
 BT1260  PID         -  BT1260
 BT1260  STATE/COUNTY-  AL/BARBOUR
 BT1260  USGS QUAD   -  LOUISVILLE (1968)
 BT1260
 BT1260                         *CURRENT SURVEY CONTROL
 BT1260  ___________________________________________________________________
 BT1260* NAD 83(1986)-  31 50 54.     (N)    085 30 03.     (W)     SCALED    
 BT1260* NAVD 88     -       170.755  (meters)     560.22   (feet)  ADJUSTED  
 BT1260  ___________________________________________________________________
 BT1260  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BT1260  DYNAMIC HT  -         170.555 (meters)     559.56  (feet)  COMP
 BT1260  MODELED GRAV-     979,464.7   (mgal)                       NAVD 88
 BT1260
 BT1260  VERT ORDER  -  SECOND    CLASS 0
 BT1260
 BT1260.The horizontal coordinates were scaled from a topographic map and have
 BT1260.an estimated accuracy of +/- 6 seconds.
 BT1260
 BT1260.The orthometric height was determined by differential leveling
 BT1260.and adjusted by the National Geodetic Survey in June 1991..
 BT1260
 BT1260.The geoid height was determined by GEOID03.
 BT1260
 BT1260.The dynamic height is computed by dividing the NAVD 88
 BT1260.geopotential number by the normal gravity value computed on the
 BT1260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1260.degrees latitude (g = 980.6199 gals.).
 BT1260
 BT1260.The modeled gravity was interpolated from observed gravity values.
 BT1260
 BT1260;                    North         East    Units  Estimated Accuracy
 BT1260;SPC AL E     -   149,540.      231,470.      MT  (+/- 180 meters Scaled)
 BT1260
 BT1260                          SUPERSEDED SURVEY CONTROL
 BT1260
 BT1260  NGVD 29 (??/??/92)  170.769  (m)          560.26   (f) ADJ UNCH    2 0
 BT1260
 BT1260.Superseded values are not recommended for survey control.
 BT1260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1260.See file dsdata.txt to determine how the superseded data were derived.
 BT1260
 BT1260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA418246(NAD 83)
 BT1260_MARKER: DB = BENCH MARK DISK
 BT1260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1260_STAMPING: F 24 1934
 BT1260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1260+STABILITY: SURFACE MOTION
 BT1260
 BT1260  HISTORY     - Date     Condition        Report By
 BT1260  HISTORY     - 1934     MONUMENTED       CGS
 BT1260
 BT1260                          STATION DESCRIPTION
 BT1260
 BT1260'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1260'4.1 MI SW FROM CLAYTON.
 BT1260'4.1 MILES SOUTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 BT1260'THE STATION AT CLAYTON, ABOUT 24 RAILS SOUTHWEST OF MILEPOST O 35,
 BT1260'AT THE SOUTHWEST END OF A SMALL CUT, 20 FEET NORTHWEST OF THE
 BT1260'TRACK, AND IN LINE WITH A ROW OF POLES, AND SET IN THE TOP OF A
 BT1260'CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1185 ***********************************************************************
 DH1185  DESIGNATION -  F 240
 DH1185  PID         -  DH1185
 DH1185  STATE/COUNTY-  AL/JEFFERSON
 DH1185  USGS QUAD   -  ARGO (1970)
 DH1185
 DH1185                         *CURRENT SURVEY CONTROL
 DH1185  ___________________________________________________________________
 DH1185* NAD 83(1986)-  33 42 21.     (N)    086 35 26.     (W)     SCALED    
 DH1185* NAVD 88     -       276.606  (meters)     907.50   (feet)  ADJUSTED  
 DH1185  ___________________________________________________________________
 DH1185  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH1185  DYNAMIC HT  -         276.298 (meters)     906.49  (feet)  COMP
 DH1185  MODELED GRAV-     979,515.6   (mgal)                       NAVD 88
 DH1185
 DH1185  VERT ORDER  -  SECOND    CLASS 0
 DH1185
 DH1185.The horizontal coordinates were scaled from a topographic map and have
 DH1185.an estimated accuracy of +/- 6 seconds.
 DH1185
 DH1185.The orthometric height was determined by differential leveling
 DH1185.and adjusted by the National Geodetic Survey in June 1991..
 DH1185
 DH1185.The geoid height was determined by GEOID03.
 DH1185
 DH1185.The dynamic height is computed by dividing the NAVD 88
 DH1185.geopotential number by the normal gravity value computed on the
 DH1185.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1185.degrees latitude (g = 980.6199 gals.).
 DH1185
 DH1185.The modeled gravity was interpolated from observed gravity values.
 DH1185
 DH1185;                    North         East    Units  Estimated Accuracy
 DH1185;SPC AL W     -   411,260.      684,300.      MT  (+/- 180 meters Scaled)
 DH1185
 DH1185                          SUPERSEDED SURVEY CONTROL
 DH1185
 DH1185  NGVD 29 (??/??/92)  276.553  (m)          907.32   (f) ADJ UNCH    2 0
 DH1185
 DH1185.Superseded values are not recommended for survey control.
 DH1185.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1185.See file dsdata.txt to determine how the superseded data were derived.
 DH1185
 DH1185_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC379296(NAD 83)
 DH1185_MARKER: DB = BENCH MARK DISK
 DH1185_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1185_SP_SET: BRIDGE
 DH1185_STAMPING: F 240 1947
 DH1185_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1185
 DH1185  HISTORY     - Date     Condition        Report By
 DH1185  HISTORY     - 1947     MONUMENTED       CGS
 DH1185
 DH1185                          STATION DESCRIPTION
 DH1185
 DH1185'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1185'0.85 MI NE FROM CLAY.
 DH1185'ABOUT 0.85 MILE NORTHEAST ALONG AN OILED ROAD LEADING TO SPRINGVILLE
 DH1185'FROM THE SCHOOL AT CLAY, ABOUT 100 YARDS NORTHEAST OF THE JUNCTION
 DH1185'WITH A ROAD LEADING NORTH TO CRYSTAL CAVERN, IN THE TOP OF THE
 DH1185'NORTHEAST END OF THE SOUTHEAST RAILING OF A 35 FOOT CONCRETE BRIDGE
 DH1185'OVER A CREEK, 8.5 FEET SOUTHEAST OF AND ABOUT 2.5 FEET ABOVE THE
 DH1185'CENTER OF THE HIGHWAY, 1.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE
 DH1185'RAILING.  NOTE-- BRIDGE RAILING HAS BEEN REPAIRED AND MARK HAS EITHER
 DH1185'BEEN DESTROYED OR COVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0089 ***********************************************************************
 DH0089  DESIGNATION -  F 242
 DH0089  PID         -  DH0089
 DH0089  STATE/COUNTY-  AL/ST CLAIR
 DH0089  USGS QUAD   -  OHATCHEE (1949)
 DH0089
 DH0089                         *CURRENT SURVEY CONTROL
 DH0089  ___________________________________________________________________
 DH0089* NAD 83(1986)-  33 50 21.     (N)    086 04 04.     (W)     SCALED    
 DH0089* NAVD 88     -       151.223  (meters)     496.14   (feet)  ADJUSTED  
 DH0089  ___________________________________________________________________
 DH0089  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH0089  DYNAMIC HT  -         151.064 (meters)     495.62  (feet)  COMP
 DH0089  MODELED GRAV-     979,581.4   (mgal)                       NAVD 88
 DH0089
 DH0089  VERT ORDER  -  SECOND    CLASS 0
 DH0089
 DH0089.The horizontal coordinates were scaled from a topographic map and have
 DH0089.an estimated accuracy of +/- 6 seconds.
 DH0089
 DH0089.The orthometric height was determined by differential leveling
 DH0089.and adjusted by the National Geodetic Survey in June 1991..
 DH0089
 DH0089.The geoid height was determined by GEOID03.
 DH0089
 DH0089.The dynamic height is computed by dividing the NAVD 88
 DH0089.geopotential number by the normal gravity value computed on the
 DH0089.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0089.degrees latitude (g = 980.6199 gals.).
 DH0089
 DH0089.The modeled gravity was interpolated from observed gravity values.
 DH0089
 DH0089;                    North         East    Units  Estimated Accuracy
 DH0089;SPC AL E     -   370,290.      178,300.      MT  (+/- 180 meters Scaled)
 DH0089
 DH0089                          SUPERSEDED SURVEY CONTROL
 DH0089
 DH0089  NGVD 29 (??/??/92)  151.178  (m)          495.99   (f) ADJ UNCH    2 0
 DH0089
 DH0089.Superseded values are not recommended for survey control.
 DH0089.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0089.See file dsdata.txt to determine how the superseded data were derived.
 DH0089
 DH0089_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC862447(NAD 83)
 DH0089_MARKER: DB = BENCH MARK DISK
 DH0089_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0089_SP_SET: BRIDGE
 DH0089_STAMPING: F 242 1947
 DH0089_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0089
 DH0089  HISTORY     - Date     Condition        Report By
 DH0089  HISTORY     - 1947     MONUMENTED       CGS
 DH0089  HISTORY     - 1955     GOOD             NGS
 DH0089
 DH0089                          STATION DESCRIPTION
 DH0089
 DH0089'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0089'IN GREENSPORT.
 DH0089'AT GREENSPORT, AT THE BRIDGE OVER BEAVER CREEK, AT A POINT WHERE
 DH0089'BEAVER CREEK FLOWS INTO THE COOSA RIVER, SET IN THE TOP OF THE SOUTH
 DH0089'END OF THE NORTH WING WALL OF THE BRIDGE, 11 FEET NORTHEAST OF THE
 DH0089'CENTER LINE OF THE ROAD, ABOUT 1 FOOT BELOW THE ROAD.
 DH0089
 DH0089                          STATION RECOVERY (1955)
 DH0089
 DH0089'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1955
 DH0089'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0067 ***********************************************************************
 DH0067  DESIGNATION -  F 243
 DH0067  PID         -  DH0067
 DH0067  STATE/COUNTY-  AL/ST CLAIR
 DH0067  USGS QUAD   -  STEELE (1972)
 DH0067
 DH0067                         *CURRENT SURVEY CONTROL
 DH0067  ___________________________________________________________________
 DH0067* NAD 83(1986)-  33 56 21.     (N)    086 12 07.     (W)     SCALED    
 DH0067* NAVD 88     -       181.531  (meters)     595.57   (feet)  ADJUSTED  
 DH0067  ___________________________________________________________________
 DH0067  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0067  DYNAMIC HT  -         181.335 (meters)     594.93  (feet)  COMP
 DH0067  MODELED GRAV-     979,554.3   (mgal)                       NAVD 88
 DH0067
 DH0067  VERT ORDER  -  SECOND    CLASS 0
 DH0067
 DH0067.The horizontal coordinates were scaled from a topographic map and have
 DH0067.an estimated accuracy of +/- 6 seconds.
 DH0067
 DH0067.The orthometric height was determined by differential leveling
 DH0067.and adjusted by the National Geodetic Survey in June 1991..
 DH0067
 DH0067.The geoid height was determined by GEOID03.
 DH0067
 DH0067.The dynamic height is computed by dividing the NAVD 88
 DH0067.geopotential number by the normal gravity value computed on the
 DH0067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0067.degrees latitude (g = 980.6199 gals.).
 DH0067
 DH0067.The modeled gravity was interpolated from observed gravity values.
 DH0067
 DH0067;                    North         East    Units  Estimated Accuracy
 DH0067;SPC AL E     -   381,420.      165,920.      MT  (+/- 180 meters Scaled)
 DH0067
 DH0067                          SUPERSEDED SURVEY CONTROL
 DH0067
 DH0067  NGVD 29 (??/??/92)  181.496  (m)          595.46   (f) ADJ UNCH    2 0
 DH0067
 DH0067.Superseded values are not recommended for survey control.
 DH0067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0067.See file dsdata.txt to determine how the superseded data were derived.
 DH0067
 DH0067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC737556(NAD 83)
 DH0067_MARKER: DB = BENCH MARK DISK
 DH0067_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0067_SP_SET: WALL
 DH0067_STAMPING: F 243 1947
 DH0067_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0067
 DH0067  HISTORY     - Date     Condition        Report By
 DH0067  HISTORY     - 1947     MONUMENTED       CGS
 DH0067
 DH0067                          STATION DESCRIPTION
 DH0067
 DH0067'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0067'IN STEELE.
 DH0067'ABOUT 0.3 MILE NORTHEAST ALONG U.S. HIGHWAY 11 ALTERNATE FROM THE POST
 DH0067'OFFICE AT STEELE, SET VERTICALLY IN THE SOUTHEAST BRICK WALL OF STEELE
 DH0067'BAPTIST CHURCH, 0.7 FEET NORTHEAST OF THE SOUTH CORNER OF THE
 DH0067'BUILDING, AND ABOUT 2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1182 ***********************************************************************
 EE1182  DESIGNATION -  F 244
 EE1182  PID         -  EE1182
 EE1182  STATE/COUNTY-  AL/CHEROKEE
 EE1182  USGS QUAD   -  LITTLE RIVER (1986)
 EE1182
 EE1182                         *CURRENT SURVEY CONTROL
 EE1182  ___________________________________________________________________
 EE1182* NAD 83(1986)-  34 16 24.     (N)    085 40 33.     (W)     SCALED    
 EE1182* NAVD 88     -       176.421  (meters)     578.81   (feet)  ADJUSTED  
 EE1182  ___________________________________________________________________
 EE1182  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EE1182  DYNAMIC HT  -         176.241 (meters)     578.22  (feet)  COMP
 EE1182  MODELED GRAV-     979,610.7   (mgal)                       NAVD 88
 EE1182
 EE1182  VERT ORDER  -  SECOND    CLASS 0
 EE1182
 EE1182.The horizontal coordinates were scaled from a topographic map and have
 EE1182.an estimated accuracy of +/- 6 seconds.
 EE1182
 EE1182.The orthometric height was determined by differential leveling
 EE1182.and adjusted by the National Geodetic Survey in June 1991..
 EE1182
 EE1182.The geoid height was determined by GEOID03.
 EE1182
 EE1182.The dynamic height is computed by dividing the NAVD 88
 EE1182.geopotential number by the normal gravity value computed on the
 EE1182.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1182.degrees latitude (g = 980.6199 gals.).
 EE1182
 EE1182.The modeled gravity was interpolated from observed gravity values.
 EE1182
 EE1182;                    North         East    Units  Estimated Accuracy
 EE1182;SPC AL E     -   418,430.      214,500.      MT  (+/- 180 meters Scaled)
 EE1182
 EE1182                          SUPERSEDED SURVEY CONTROL
 EE1182
 EE1182  NGVD 29 (??/??/92)  176.400  (m)          578.74   (f) ADJ UNCH    2 0
 EE1182
 EE1182.Superseded values are not recommended for survey control.
 EE1182.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1182.See file dsdata.txt to determine how the superseded data were derived.
 EE1182
 EE1182_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC218932(NAD 83)
 EE1182_MARKER: DB = BENCH MARK DISK
 EE1182_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1182_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1182_STAMPING: F 244 1947
 EE1182_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1182+STABILITY: SURFACE MOTION
 EE1182_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1182+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 EE1182
 EE1182  HISTORY     - Date     Condition        Report By
 EE1182  HISTORY     - 1947     MONUMENTED       CGS
 EE1182  HISTORY     - 1966     GOOD             NGS
 EE1182  HISTORY     - 20010816 GOOD             ALHD
 EE1182
 EE1182                          STATION DESCRIPTION
 EE1182
 EE1182'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1182'3.8 MI NE FROM BLUE POND.
 EE1182'ABOUT 3.85 MILES NORTHEAST ALONG A COUNTY ROAD TO BLANCHE FROM
 EE1182'THE CROSSROADS AT BLUE POND, ABOUT 0.7 MILE SOUTHWEST OF THE
 EE1182'BRIDGE OVER LITTLE RIVER, AT LITTLE RIVER BAPTIST CHURCH AND THE
 EE1182'JUNCTION OF A ROAD SOUTH, SET IN THE WYE FORMED BY THE JUNCTION,
 EE1182'17 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN ROAD, 27 FEET WEST
 EE1182'OF THE CENTER LINE OF THE ROAD SOUTH, 82 FEET NORTH OF THE NORTHWEST
 EE1182'CORNER OF THE CHURCH, 2.5 FEET SOUTH OF AN R.E.A. POLE, 10.5 FEET
 EE1182'SOUTH OF A 25-INCH CEDAR TREE IN THE WYE, 2 FEET NORTHEAST OF A
 EE1182'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET
 EE1182'IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 EE1182
 EE1182                          STATION RECOVERY (1966)
 EE1182
 EE1182'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EE1182'RECOVERED IN GOOD CONDITION.
 EE1182
 EE1182                          STATION RECOVERY (2001)
 EE1182
 EE1182'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EE1182'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1368 ***********************************************************************
 DG1368  DESIGNATION -  F 245
 DG1368  PID         -  DG1368
 DG1368  STATE/COUNTY-  AL/CLEBURNE
 DG1368  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG1368
 DG1368                         *CURRENT SURVEY CONTROL
 DG1368  ___________________________________________________________________
 DG1368* NAD 83(1986)-  33 56 53.     (N)    085 24 37.     (W)     SCALED    
 DG1368* NAVD 88     -       295.248  (meters)     968.66   (feet)  ADJUSTED  
 DG1368  ___________________________________________________________________
 DG1368  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1368  DYNAMIC HT  -         294.935 (meters)     967.63  (feet)  COMP
 DG1368  MODELED GRAV-     979,566.6   (mgal)                       NAVD 88
 DG1368
 DG1368  VERT ORDER  -  FIRST     CLASS II
 DG1368
 DG1368.The horizontal coordinates were scaled from a topographic map and have
 DG1368.an estimated accuracy of +/- 6 seconds.
 DG1368
 DG1368.The orthometric height was determined by differential leveling
 DG1368.and adjusted by the National Geodetic Survey in June 1991..
 DG1368
 DG1368.The geoid height was determined by GEOID03.
 DG1368
 DG1368.The dynamic height is computed by dividing the NAVD 88
 DG1368.geopotential number by the normal gravity value computed on the
 DG1368.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1368.degrees latitude (g = 980.6199 gals.).
 DG1368
 DG1368.The modeled gravity was interpolated from observed gravity values.
 DG1368
 DG1368;                    North         East    Units  Estimated Accuracy
 DG1368;SPC AL E     -   382,420.      239,110.      MT  (+/- 180 meters Scaled)
 DG1368
 DG1368                          SUPERSEDED SURVEY CONTROL
 DG1368
 DG1368  NGVD 29 (??/??/92)  295.170  (m)          968.40   (f) ADJ UNCH    1 2
 DG1368
 DG1368.Superseded values are not recommended for survey control.
 DG1368.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1368.See file dsdata.txt to determine how the superseded data were derived.
 DG1368
 DG1368_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC469575(NAD 83)
 DG1368_MARKER: DB = BENCH MARK DISK
 DG1368_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1368_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1368_STAMPING: F 245 1948
 DG1368_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1368+STABILITY: SURFACE MOTION
 DG1368
 DG1368  HISTORY     - Date     Condition        Report By
 DG1368  HISTORY     - 1948     MONUMENTED       CGS
 DG1368
 DG1368                          STATION DESCRIPTION
 DG1368
 DG1368'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1368'1.3 MI W FROM ESOM.
 DG1368'ABOUT 1.3 MILES WEST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 DG1368'STATION AT EASON, GEORGIA, AT A PUBLIC ROAD CROSSING, 181 FEET
 DG1368'SOUTHWEST AND ACROSS THE TRACK FROM MILE POST 642, 35 FEET SOUTH
 DG1368'OF THE SOUTH RAIL, 40 FEET EAST OF THE CENTER LINE OF THE ROAD,
 DG1368'6 FEET SOUTHEAST OF A TELEGRAPH POLE, 2 FEET EAST OF A WHITE
 DG1368'WOODEN WITNESS POST, ABOUT 6 FEET ABOVE THE TRACK AND SET IN THE
 DG1368'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2018 ***********************************************************************
 DG2018  DESIGNATION -  F 247
 DG2018  PID         -  DG2018
 DG2018  STATE/COUNTY-  AL/CALHOUN
 DG2018  USGS QUAD   -  PIEDMONT (1983)
 DG2018
 DG2018                         *CURRENT SURVEY CONTROL
 DG2018  ___________________________________________________________________
 DG2018* NAD 83(1986)-  33 54 44.     (N)    085 36 47.     (W)     SCALED    
 DG2018* NAVD 88     -       226.558  (meters)     743.30   (feet)  ADJUSTED  
 DG2018  ___________________________________________________________________
 DG2018  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG2018  DYNAMIC HT  -         226.319 (meters)     742.51  (feet)  COMP
 DG2018  MODELED GRAV-     979,575.8   (mgal)                       NAVD 88
 DG2018
 DG2018  VERT ORDER  -  FIRST     CLASS II
 DG2018
 DG2018.The horizontal coordinates were scaled from a topographic map and have
 DG2018.an estimated accuracy of +/- 6 seconds.
 DG2018
 DG2018.The orthometric height was determined by differential leveling
 DG2018.and adjusted by the National Geodetic Survey in June 1991..
 DG2018
 DG2018.The geoid height was determined by GEOID03.
 DG2018
 DG2018.The dynamic height is computed by dividing the NAVD 88
 DG2018.geopotential number by the normal gravity value computed on the
 DG2018.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2018.degrees latitude (g = 980.6199 gals.).
 DG2018
 DG2018.The modeled gravity was interpolated from observed gravity values.
 DG2018
 DG2018;                    North         East    Units  Estimated Accuracy
 DG2018;SPC AL E     -   378,390.      220,370.      MT  (+/- 180 meters Scaled)
 DG2018
 DG2018                          SUPERSEDED SURVEY CONTROL
 DG2018
 DG2018  NGVD 29 (??/??/92)  226.483  (m)          743.05   (f) ADJ UNCH    1 2
 DG2018
 DG2018.Superseded values are not recommended for survey control.
 DG2018.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2018.See file dsdata.txt to determine how the superseded data were derived.
 DG2018
 DG2018_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC282532(NAD 83)
 DG2018_MARKER: DB = BENCH MARK DISK
 DG2018_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2018_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2018_STAMPING: F 247 1948
 DG2018_PROJECTION: PROJECTING 20 CENTIMETERS
 DG2018_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2018+STABILITY: SURFACE MOTION
 DG2018
 DG2018  HISTORY     - Date     Condition        Report By
 DG2018  HISTORY     - 1948     MONUMENTED       CGS
 DG2018  HISTORY     - 1980     GOOD             NGS
 DG2018
 DG2018                          STATION DESCRIPTION
 DG2018
 DG2018'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2018'AT PIEDMONT.
 DG2018'AT PIEDMONT, ABOUT 0.65 MILE SOUTH ALONG THE WHITE PLAINS ROAD
 DG2018'FROM ITS INTERSECTION WITH THE SEABOARD AIRLINE RAILWAY 1 BLOCK
 DG2018'WEST OF THE STATION AT PIEDMONT, ABOUT 0.6 MILE SOUTH OF THE
 DG2018'JUNCTION OF STATE HIGHWAY 11, AT A CURVE IN THE ROAD SOUTHEAST AND
 DG2018'NORTH AND THE Y JUNCTION OF A DIRT ROAD LEADING SOUTH AND UPHILL,
 DG2018'44 FEET SOUTHWEST OF THE SOUTHEAST TANGENT OF THE ROAD, 28 FEET
 DG2018'EAST OF THE CENTER LINE OF THE ROAD SOUTH AND THE PROLONGED CENTER
 DG2018'LINE OF THE NORTH TANGENT OF THE ROAD, 7 FEET NORTH OF A POWER AND
 DG2018'TELEPHONE POLE WITH A STREET LIGHT, 75.5 FEET SOUTH-SOUTHWEST
 DG2018'OF AND ACROSS THE HIGHWAY FROM R/W MARKER POST NO. P.O.T. 2+50,
 DG2018'9 FEET SOUTH OF A SIGN F.A.S. 40-(1), 2 FEET SOUTHEAST OF A
 DG2018'WHITE WOODEN WITNESS POST, ABOUT 2.5 FEET ABOVE THE ROAD AND
 DG2018'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 DG2018
 DG2018                          STATION RECOVERY (1980)
 DG2018
 DG2018'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DG2018'IN PIEDMONT, 1.2 KILOMETERS (0.7 MILE) SOUTH ALONG STATE HIGHWAY 9
 DG2018'FROM THE JUNCTION OF STATE HIGHWAY 21, AT A SHARP CURVE IN HIGHWAY 9
 DG2018'AT THE JUNCTION OF A DEAD END STREET, 13.4 METERS (43.19 FEET)
 DG2018'SOUTHWEST OF THE NEAREST POINT OF HIGHWAY 9 LEADING SOUTHEAST, 11.85
 DG2018'METERS (38.9 FEET) SOUTHEAST OF A DEAD END SIGN, 5.15 METERS (16.9
 DG2018'FEET) EAST OF THE CENTER OF THE DEAD END STREET, 1.95 METERS (6.4 FEET
 DG2018'NORTH OF POWER POLE NUMBER 710 WITH A GUY WIRE AND TRANSFORMER, AND
 DG2018'1.75 METERS (5.75 FEET) NORTHWEST OF A 18-INCH PINE TREE.  NOTE-
 DG2018'CONCRETE POST HAS BEEN SURROUNDED BY A CONCRETE DRAIN, POSSIBLE THE
 DG2018'MARK MAY HAVE BEEN DISTRUBED WHEN THE DRAIN WAS PUT IN.
 DG2018'THE MARK IS 1.0 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1986 ***********************************************************************
 DG1986  DESIGNATION -  F 248 RESET
 DG1986  PID         -  DG1986
 DG1986  STATE/COUNTY-  AL/CALHOUN
 DG1986  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG1986
 DG1986                         *CURRENT SURVEY CONTROL
 DG1986  ___________________________________________________________________
 DG1986* NAD 83(1986)-  33 46 33.     (N)    085 45 49.     (W)     SCALED    
 DG1986* NAVD 88     -       215.71   (meters)     707.7    (feet)  RESET     
 DG1986  ___________________________________________________________________
 DG1986  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1986
 DG1986  VERT ORDER  -  THIRD
 DG1986
 DG1986.The horizontal coordinates were scaled from a topographic map and have
 DG1986.an estimated accuracy of +/- 6 seconds.
 DG1986
 DG1986.The orthometric height was computed from unverified reset data.
 DG1986
 DG1986.The geoid height was determined by GEOID03.
 DG1986
 DG1986;                    North         East    Units  Estimated Accuracy
 DG1986;SPC AL E     -   363,240.      206,460.      MT  (+/- 180 meters Scaled)
 DG1986
 DG1986                          SUPERSEDED SURVEY CONTROL
 DG1986
 DG1986.No superseded survey control is available for this station.
 DG1986
 DG1986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC144379(NAD 83)
 DG1986_MARKER: DB = BENCH MARK DISK
 DG1986_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1986_SP_SET: GROUND
 DG1986_STAMPING: F 248 RESET 1965
 DG1986_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1986
 DG1986  HISTORY     - Date     Condition        Report By
 DG1986  HISTORY     - 1965     MONUMENTED       CGS
 DG1986
 DG1986                          STATION DESCRIPTION
 DG1986
 DG1986'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DG1986'2.7 MI S FROM JACKSONVILLE.
 DG1986'LOCATED 2.7 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST
 DG1986'OFFICE AT JACKSONVILLE, ABOUT 0.45 MILE SOUTH OF A 5 BARRALL
 DG1986'CULVERT ON STATE HIGHWAY 21 AND BM C 248, 0.1 MILE SOUTH OF A SIDE
 DG1986'ROAD LEADING EAST, 1 FOOT NORTH OF NORTHEAST CORNER OF SMALL BLACK
 DG1986'PUMP HOUSE, 60 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 21,
 DG1986'17 FEET NORTHEAST OF THE CENTERLINE OF ROAD LEADING SOUTHWEST,
 DG1986'82 FEET EAST OF SOUTHEAST CORNER OF WHITE HOUSE, 53 FEET EAST OF
 DG1986'A LARGE OAK TREE IN FRONT YARD OF HOUSE, 1 FOOT SOUTH OF A METAL
 DG1986'WITNESS POST.  A STANDARD DISK, STAMPED F 248 RESET 1965, FLUSH
 DG1986'WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1859 ***********************************************************************
 DG1859  DESIGNATION -  F 249
 DG1859  PID         -  DG1859
 DG1859  STATE/COUNTY-  AL/CLEBURNE
 DG1859  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1859
 DG1859                         *CURRENT SURVEY CONTROL
 DG1859  ___________________________________________________________________
 DG1859* NAD 83(1986)-  33 33 21.     (N)    085 42 39.     (W)     SCALED    
 DG1859* NAVD 88     -       379.865  (meters)    1246.27   (feet)  ADJUSTED  
 DG1859  ___________________________________________________________________
 DG1859  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG1859  DYNAMIC HT  -         379.438 (meters)    1244.87  (feet)  COMP
 DG1859  MODELED GRAV-     979,502.6   (mgal)                       NAVD 88
 DG1859
 DG1859  VERT ORDER  -  SECOND    CLASS 0
 DG1859
 DG1859.The horizontal coordinates were scaled from a topographic map and have
 DG1859.an estimated accuracy of +/- 6 seconds.
 DG1859
 DG1859.The orthometric height was determined by differential leveling
 DG1859.and adjusted by the National Geodetic Survey in June 1991..
 DG1859
 DG1859.The geoid height was determined by GEOID03.
 DG1859
 DG1859.The dynamic height is computed by dividing the NAVD 88
 DG1859.geopotential number by the normal gravity value computed on the
 DG1859.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1859.degrees latitude (g = 980.6199 gals.).
 DG1859
 DG1859.The modeled gravity was interpolated from observed gravity values.
 DG1859
 DG1859;                    North         East    Units  Estimated Accuracy
 DG1859;SPC AL E     -   338,850.      211,380.      MT  (+/- 180 meters Scaled)
 DG1859
 DG1859                          SUPERSEDED SURVEY CONTROL
 DG1859
 DG1859  NGVD 29 (??/??/92)  379.790  (m)         1246.03   (f) ADJ UNCH    2 0
 DG1859
 DG1859.Superseded values are not recommended for survey control.
 DG1859.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1859.See file dsdata.txt to determine how the superseded data were derived.
 DG1859
 DG1859_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC196136(NAD 83)
 DG1859_MARKER: DB = BENCH MARK DISK
 DG1859_SETTING: 66 = SET IN ROCK OUTCROP
 DG1859_SP_SET: ROCK OUTCROP
 DG1859_STAMPING: F 249
 DG1859_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1859+STABILITY: POSITION/ELEVATION WELL
 DG1859
 DG1859  HISTORY     - Date     Condition        Report By
 DG1859  HISTORY     - UNK      MONUMENTED       CGS
 DG1859  HISTORY     - 1969     GOOD             NGS
 DG1859
 DG1859                          STATION DESCRIPTION
 DG1859
 DG1859'DESCRIBED BY NATIONAL GEODETIC SURVEY 1969
 DG1859'1 MI NW FROM ABLE.
 DG1859'LOCATED 0.35 MILE WEST FROM THE CHURCH AND CEMETERY AT ABLE,
 DG1859'THENCE TURN RIGHT AND GO UPHILL FOR 0.65 MILE TO THE MARK ON THE
 DG1859'LEFT.  IT IS 19 FEET NORTHWEST OF THE CENTER OF THE ROAD, 6
 DG1859'FEET EAST OF THE SOUTHEAST END OF A LARGE OUTCROP, 8 FEET
 DG1859'NORTHEAST OF A METAL WITNESS POST, AND ABOUT 3 FEET ABOVE THE
 DG1859'LEVEL OF THE ROAD.  IT IS A BENCH MARK DISK SET IN A DRILL HOLE
 DG1859'IN THE OUTCROPPING ROCK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1234 ***********************************************************************
 BT1234  DESIGNATION -  F 25
 BT1234  PID         -  BT1234
 BT1234  STATE/COUNTY-  AL/DALE
 BT1234  USGS QUAD   -  OZARK (1981)
 BT1234
 BT1234                         *CURRENT SURVEY CONTROL
 BT1234  ___________________________________________________________________
 BT1234* NAD 83(1986)-  31 28 22.     (N)    085 39 18.     (W)     SCALED    
 BT1234* NAVD 88     -        97.663  (meters)     320.42   (feet)  ADJUSTED  
 BT1234  ___________________________________________________________________
 BT1234  GEOID HEIGHT-         -26.44  (meters)                     GEOID03
 BT1234  DYNAMIC HT  -          97.545 (meters)     320.03  (feet)  COMP
 BT1234  MODELED GRAV-     979,432.6   (mgal)                       NAVD 88
 BT1234
 BT1234  VERT ORDER  -  SECOND    CLASS 0
 BT1234
 BT1234.The horizontal coordinates were scaled from a topographic map and have
 BT1234.an estimated accuracy of +/- 6 seconds.
 BT1234
 BT1234.The orthometric height was determined by differential leveling
 BT1234.and adjusted by the National Geodetic Survey in June 1991..
 BT1234
 BT1234.The geoid height was determined by GEOID03.
 BT1234
 BT1234.The dynamic height is computed by dividing the NAVD 88
 BT1234.geopotential number by the normal gravity value computed on the
 BT1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1234.degrees latitude (g = 980.6199 gals.).
 BT1234
 BT1234.The modeled gravity was interpolated from observed gravity values.
 BT1234
 BT1234;                    North         East    Units  Estimated Accuracy
 BT1234;SPC AL E     -   107,860.      216,950.      MT  (+/- 180 meters Scaled)
 BT1234
 BT1234                          SUPERSEDED SURVEY CONTROL
 BT1234
 BT1234  NGVD 29 (??/??/92)   97.698  (m)          320.53   (f) ADJ UNCH    2 0
 BT1234
 BT1234.Superseded values are not recommended for survey control.
 BT1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1234.See file dsdata.txt to determine how the superseded data were derived.
 BT1234
 BT1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV277827(NAD 83)
 BT1234_MARKER: DB = BENCH MARK DISK
 BT1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1234_STAMPING: F 25 1934
 BT1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1234+STABILITY: SURFACE MOTION
 BT1234
 BT1234  HISTORY     - Date     Condition        Report By
 BT1234  HISTORY     - 1934     MONUMENTED       CGS
 BT1234  HISTORY     - 1965     MARK NOT FOUND   DMA
 BT1234
 BT1234                          STATION DESCRIPTION
 BT1234
 BT1234'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1234'1.7 MI N FROM OZARK.
 BT1234'1.7 MILES NORTH ALONG THE ATLANTIC COAST LINE RAILROAD FROM THE
 BT1234'STATION AT OZARK, DALE COUNTY, 13-3/4 RAILS WEST OF MILEPOST
 BT1234'S 321, 9 RAILS EAST OF A PRIVATE-ROAD CROSSING, AND 46 FEET
 BT1234'NORTH OF THE TRACK.  A STANDARD DISK, STAMPED F 25 1934 AND SET
 BT1234'IN THE TOP OF A CONCRETE POST.
 BT1234
 BT1234                          STATION RECOVERY (1965)
 BT1234
 BT1234'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1234'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1875 ***********************************************************************
 DG1875  DESIGNATION -  F 250
 DG1875  PID         -  DG1875
 DG1875  STATE/COUNTY-  AL/CLEBURNE
 DG1875  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1875
 DG1875                         *CURRENT SURVEY CONTROL
 DG1875  ___________________________________________________________________
 DG1875* NAD 83(1986)-  33 31 18.     (N)    085 38 27.     (W)     SCALED    
 DG1875* NAVD 88     -       260.227  (meters)     853.76   (feet)  ADJUSTED  
 DG1875  ___________________________________________________________________
 DG1875  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1875  DYNAMIC HT  -         259.940 (meters)     852.82  (feet)  COMP
 DG1875  MODELED GRAV-     979,528.5   (mgal)                       NAVD 88
 DG1875
 DG1875  VERT ORDER  -  SECOND    CLASS 0
 DG1875
 DG1875.The horizontal coordinates were scaled from a topographic map and have
 DG1875.an estimated accuracy of +/- 6 seconds.
 DG1875
 DG1875.The orthometric height was determined by differential leveling
 DG1875.and adjusted by the National Geodetic Survey in June 1991..
 DG1875
 DG1875.The geoid height was determined by GEOID03.
 DG1875
 DG1875.The dynamic height is computed by dividing the NAVD 88
 DG1875.geopotential number by the normal gravity value computed on the
 DG1875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1875.degrees latitude (g = 980.6199 gals.).
 DG1875
 DG1875.The modeled gravity was interpolated from observed gravity values.
 DG1875
 DG1875;                    North         East    Units  Estimated Accuracy
 DG1875;SPC AL E     -   335,070.      217,880.      MT  (+/- 180 meters Scaled)
 DG1875
 DG1875                          SUPERSEDED SURVEY CONTROL
 DG1875
 DG1875  NGVD 29 (??/??/92)  260.16   (m)          853.5    (f) COMPUTED    2 0
 DG1875
 DG1875.Superseded values are not recommended for survey control.
 DG1875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1875.See file dsdata.txt to determine how the superseded data were derived.
 DG1875
 DG1875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC262099(NAD 83)
 DG1875_MARKER: DB = BENCH MARK DISK
 DG1875_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1875_SP_SET: CULVERT
 DG1875_STAMPING: F 250 1948
 DG1875_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1875
 DG1875  HISTORY     - Date     Condition        Report By
 DG1875  HISTORY     - 1948     MONUMENTED       CGS
 DG1875
 DG1875                          STATION DESCRIPTION
 DG1875
 DG1875'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1875'0.2 MI SW FROM HOLLIS SCHOOL.
 DG1875'ABOUT 0.25 MILE SOUTHWEST ALONG STATE HIGHWAY 9 FROM ITS
 DG1875'INTERSECTION WITH STATE HIGHWAY 37 AT HOLLIS SCHOOL, ABOUT 0.3
 DG1875'MILE NORTHEAST OF THE BRIDGE OVER CARRS CREEK, SET IN THE TOP
 DG1875'OF THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 5-FOOT
 DG1875'CONCRETE CULVERT, 22 FEET NORTHWEST OF THE CENTER LINE OF THE
 DG1875'HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1112 ***********************************************************************
 EE1112  DESIGNATION -  F 251
 EE1112  PID         -  EE1112
 EE1112  STATE/COUNTY-  AL/CHEROKEE
 EE1112  USGS QUAD   -  CENTRE (1986)
 EE1112
 EE1112                         *CURRENT SURVEY CONTROL
 EE1112  ___________________________________________________________________
 EE1112* NAD 83(1986)-  34 09 42.     (N)    085 39 59.     (W)     SCALED    
 EE1112* NAVD 88     -       176.120  (meters)     577.82   (feet)  ADJUSTED  
 EE1112  ___________________________________________________________________
 EE1112  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 EE1112  DYNAMIC HT  -         175.938 (meters)     577.22  (feet)  COMP
 EE1112  MODELED GRAV-     979,599.8   (mgal)                       NAVD 88
 EE1112
 EE1112  VERT ORDER  -  SECOND    CLASS 0
 EE1112
 EE1112.The horizontal coordinates were scaled from a topographic map and have
 EE1112.an estimated accuracy of +/- 6 seconds.
 EE1112
 EE1112.The orthometric height was determined by differential leveling
 EE1112.and adjusted by the National Geodetic Survey in June 1991..
 EE1112
 EE1112.The geoid height was determined by GEOID03.
 EE1112
 EE1112.The dynamic height is computed by dividing the NAVD 88
 EE1112.geopotential number by the normal gravity value computed on the
 EE1112.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1112.degrees latitude (g = 980.6199 gals.).
 EE1112
 EE1112.The modeled gravity was interpolated from observed gravity values.
 EE1112
 EE1112;                    North         East    Units  Estimated Accuracy
 EE1112;SPC AL E     -   406,050.      215,390.      MT  (+/- 180 meters Scaled)
 EE1112
 EE1112                          SUPERSEDED SURVEY CONTROL
 EE1112
 EE1112  NGVD 29 (??/??/92)  176.080  (m)          577.69   (f) ADJ UNCH    2 0
 EE1112
 EE1112.Superseded values are not recommended for survey control.
 EE1112.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1112.See file dsdata.txt to determine how the superseded data were derived.
 EE1112
 EE1112_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC229808(NAD 83)
 EE1112_MARKER: DB = BENCH MARK DISK
 EE1112_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1112_SP_SET: BRIDGE
 EE1112_STAMPING: F 251 1947
 EE1112_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1112
 EE1112  HISTORY     - Date     Condition        Report By
 EE1112  HISTORY     - 1947     MONUMENTED       CGS
 EE1112  HISTORY     - 1967     MARK NOT FOUND   USGS
 EE1112
 EE1112                          STATION DESCRIPTION
 EE1112
 EE1112'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1112'1 MI NE FROM CENTRE.
 EE1112'ABOUT 1.05 MILES NORTHEAST ALONG STATE HIGHWAY 23 FROM THE COURT
 EE1112'HOUSE AT CENTRE, SET IN THE SOUTHWEST END OF THE NORTHWEST HEAD
 EE1112'WALL OF A 32-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 16 FEET
 EE1112'NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 1 FOOT NORTHEAST
 EE1112'OF A CONCRETE GUARD RAIL POST, AND ABOUT 1/2 FOOT BELOW THE
 EE1112'HIGHWAY.
 EE1112
 EE1112                          STATION RECOVERY (1967)
 EE1112
 EE1112'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 EE1112'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1191 ***********************************************************************
 EE1191  DESIGNATION -  F 252 RESET
 EE1191  PID         -  EE1191
 EE1191  STATE/COUNTY-  AL/CHEROKEE
 EE1191  USGS QUAD   -  CEDAR BLUFF (1986)
 EE1191
 EE1191                         *CURRENT SURVEY CONTROL
 EE1191  ___________________________________________________________________
 EE1191* NAD 83(1986)-  34 14 08.     (N)    085 36 12.     (W)     SCALED    
 EE1191* NAVD 88     -       176.19   (meters)     578.0    (feet)  RESET     
 EE1191  ___________________________________________________________________
 EE1191  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 EE1191
 EE1191  VERT ORDER  -  THIRD
 EE1191
 EE1191.The horizontal coordinates were scaled from a topographic map and have
 EE1191.an estimated accuracy of +/- 6 seconds.
 EE1191
 EE1191.The orthometric height was computed from unverified reset data.
 EE1191
 EE1191.The geoid height was determined by GEOID03.
 EE1191
 EE1191;                    North         East    Units  Estimated Accuracy
 EE1191;SPC AL E     -   414,260.      221,190.      MT  (+/- 180 meters Scaled)
 EE1191
 EE1191                          SUPERSEDED SURVEY CONTROL
 EE1191
 EE1191.No superseded survey control is available for this station.
 EE1191
 EE1191_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC286891(NAD 83)
 EE1191_MARKER: DB = BENCH MARK DISK
 EE1191_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1191_SP_SET: BRIDGE PIER
 EE1191_STAMPING: F 252 RESET 1960
 EE1191_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1191
 EE1191  HISTORY     - Date     Condition        Report By
 EE1191  HISTORY     - 1960     MONUMENTED       CGS
 EE1191
 EE1191                          STATION DESCRIPTION
 EE1191
 EE1191'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 EE1191'1.2 MI NE FROM CEDAR BLUFF.
 EE1191'THIS MARK IS LOCATED 1.15 MILES NORTHEAST ALONG STATE HIGHWAY 75
 EE1191'FROM THE BANK BUILDING AT CEDAR BLUFF, SET IN A DRILL HOLE IN THE
 EE1191'TOP OF THE SOUTHWEST CONCRETE PIER OF THE BRIDGE OVER CHATTOOGA
 EE1191'RIVER, 15 FEET FROM THE CENTERLINE OF THE HIGHWAY, 1 FOOT EAST
 EE1191'OF THE CENTER OF THE EAST RAILING AND LEVEL WITH THE SURFACE OF
 EE1191'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1155 ***********************************************************************
 EE1155  DESIGNATION -  F 253
 EE1155  PID         -  EE1155
 EE1155  STATE/COUNTY-  AL/CHEROKEE
 EE1155  USGS QUAD   -  GAYLESVILLE (1986)
 EE1155
 EE1155                         *CURRENT SURVEY CONTROL
 EE1155  ___________________________________________________________________
 EE1155* NAD 83(1986)-  34 20 54.     (N)    085 34 50.     (W)     SCALED    
 EE1155* NAVD 88     -       205.286  (meters)     673.51   (feet)  ADJUSTED  
 EE1155  ___________________________________________________________________
 EE1155  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EE1155  DYNAMIC HT  -         205.076 (meters)     672.82  (feet)  COMP
 EE1155  MODELED GRAV-     979,607.6   (mgal)                       NAVD 88
 EE1155
 EE1155  VERT ORDER  -  SECOND    CLASS 0
 EE1155
 EE1155.The horizontal coordinates were scaled from a topographic map and have
 EE1155.an estimated accuracy of +/- 6 seconds.
 EE1155
 EE1155.The orthometric height was determined by differential leveling
 EE1155.and adjusted by the National Geodetic Survey in June 1991..
 EE1155
 EE1155.The geoid height was determined by GEOID03.
 EE1155
 EE1155.The dynamic height is computed by dividing the NAVD 88
 EE1155.geopotential number by the normal gravity value computed on the
 EE1155.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1155.degrees latitude (g = 980.6199 gals.).
 EE1155
 EE1155.The modeled gravity was interpolated from observed gravity values.
 EE1155
 EE1155;                    North         East    Units  Estimated Accuracy
 EE1155;SPC AL E     -   426,770.      223,260.      MT  (+/- 180 meters Scaled)
 EE1155
 EE1155                          SUPERSEDED SURVEY CONTROL
 EE1155
 EE1155  NGVD 29 (??/??/92)  205.264  (m)          673.44   (f) ADJ UNCH    2 0
 EE1155
 EE1155.Superseded values are not recommended for survey control.
 EE1155.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1155.See file dsdata.txt to determine how the superseded data were derived.
 EE1155
 EE1155_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD305016(NAD 83)
 EE1155_MARKER: DB = BENCH MARK DISK
 EE1155_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1155_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1155_STAMPING: F 253 1948
 EE1155_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1155+STABILITY: SURFACE MOTION
 EE1155
 EE1155  HISTORY     - Date     Condition        Report By
 EE1155  HISTORY     - 1948     MONUMENTED       CGS
 EE1155  HISTORY     - 1966     GOOD             NGS
 EE1155
 EE1155                          STATION DESCRIPTION
 EE1155
 EE1155'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1155'2.2 MI SE FROM BLANCHE.
 EE1155'ABOUT 2.25 MILES SOUTHEAST ALONG A ROAD TO WATSON FROM THE
 EE1155'TENNESSEE, ALABAMA AND GEORGIA RAILWAY CROSSING AT BLANCHE,
 EE1155'ABOUT 1.95 MILES NORTHWEST OF THE CROSSROADS AT WATSON, ABOUT
 EE1155'0.65 MILE SOUTHEAST OF THE JUNCTION OF A ROAD NORTH, ABOUT 0.15
 EE1155'MILE NORTHWEST OF A CHURCH, 0.1 MILE SOUTHEAST OF A SMALL BRIDGE,
 EE1155'IN THE WEST CORNER OF THE YARD AT A FARM HOUSE ON THE NORTHEAST
 EE1155'SIDE OF THE ROAD, 103 FEET WEST OF THE CORNER OF THE PORCH AT
 EE1155'THE EXTREME WEST CORNER OF THE HOUSE, 31 FEET WEST OF THE WEST
 EE1155'CORNER OF A SMALL WOOD SHED, 23 FEET NORTHEAST OF THE CENTER LINE
 EE1155'OF THE ROAD, 53 FEET NORTH AND ACROSS THE ROAD FROM THE NORTH
 EE1155'CORNER OF A LEAN-TO SHED ON CAR GARAGE, 14 FEET EAST OF A SMALL
 EE1155'PEACH TREE, 2.5 FEET SOUTHEAST OF A WIRE FENCE, 1.5 FEET SOUTHWEST
 EE1155'OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN
 EE1155'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
 EE1155
 EE1155                          STATION RECOVERY (1966)
 EE1155
 EE1155'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EE1155'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1777 ***********************************************************************
 DG1777  DESIGNATION -  F 254
 DG1777  PID         -  DG1777
 DG1777  STATE/COUNTY-  AL/CALHOUN
 DG1777  USGS QUAD   -  PIEDMONT (1983)
 DG1777
 DG1777                         *CURRENT SURVEY CONTROL
 DG1777  ___________________________________________________________________
 DG1777* NAD 83(1986)-  33 55 02.     (N)    085 33 26.     (W)     SCALED    
 DG1777* NAVD 88     -       216.435  (meters)     710.09   (feet)  ADJUSTED  
 DG1777  ___________________________________________________________________
 DG1777  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1777  DYNAMIC HT  -         216.207 (meters)     709.34  (feet)  COMP
 DG1777  MODELED GRAV-     979,574.8   (mgal)                       NAVD 88
 DG1777
 DG1777  VERT ORDER  -  FIRST     CLASS II
 DG1777
 DG1777.The horizontal coordinates were scaled from a topographic map and have
 DG1777.an estimated accuracy of +/- 6 seconds.
 DG1777
 DG1777.The orthometric height was determined by differential leveling
 DG1777.and adjusted by the National Geodetic Survey in June 1991..
 DG1777
 DG1777.The geoid height was determined by GEOID03.
 DG1777
 DG1777.The dynamic height is computed by dividing the NAVD 88
 DG1777.geopotential number by the normal gravity value computed on the
 DG1777.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1777.degrees latitude (g = 980.6199 gals.).
 DG1777
 DG1777.The modeled gravity was interpolated from observed gravity values.
 DG1777
 DG1777;                    North         East    Units  Estimated Accuracy
 DG1777;SPC AL E     -   378,960.      225,530.      MT  (+/- 180 meters Scaled)
 DG1777
 DG1777                          SUPERSEDED SURVEY CONTROL
 DG1777
 DG1777  NGVD 29 (??/??/92)  216.37   (m)          709.9    (f) COMPUTED    1 2
 DG1777
 DG1777.Superseded values are not recommended for survey control.
 DG1777.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1777.See file dsdata.txt to determine how the superseded data were derived.
 DG1777
 DG1777_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC333539(NAD 83)
 DG1777_MARKER: DB = BENCH MARK DISK
 DG1777_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1777_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1777_STAMPING: F 254 1948
 DG1777_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1777+STABILITY: SURFACE MOTION
 DG1777
 DG1777  HISTORY     - Date     Condition        Report By
 DG1777  HISTORY     - 1948     MONUMENTED       CGS
 DG1777
 DG1777                          STATION DESCRIPTION
 DG1777
 DG1777'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1777'3.2 MI E FROM PIEDMONT.
 DG1777'ABOUT 3.2 MILES EAST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 DG1777'STATION AT PIEDMONT, ABOUT 0.25 MILE WEST OF A SWITCH TELEPHONE AT
 DG1777'VIGO, NEAR THE WEST END OF THE VIGO SWITCH, AT THE NORTHEAST CORNER
 DG1777'OF A GROVE OF TREES ON THE NORTH SIDE OF THE BETHEL CHURCH, 178 FEET
 DG1777'NORTHEAST OF THE NORTHEAST CORNER OF THE CHURCH BUILDING, 106 FEET
 DG1777'SOUTHWEST AND ACROSS THE TRACKS FROM MILE POST 652, 52 FEET SOUTH
 DG1777'OF THE SOUTH RAIL OF THE MAIN TRACK, 203 FEET EAST OF THE CENTER LINE
 DG1777'OF A NORTH-SOUTH ROAD CROSSING THE TRACKS, 26 FEET SOUTH OF THE
 DG1777'2ND POLE EAST OF THE ROAD CROSSING, 10.5 FEET NORTHWEST OF A
 DG1777'24-INCH OAK TREE, 5 FEET EAST OF A 14-INCH PINE TREE, 1 FOOT WEST
 DG1777'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 DG1777'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0835 ***********************************************************************
 EE0835  DESIGNATION -  F 255
 EE0835  PID         -  EE0835
 EE0835  STATE/COUNTY-  AL/CHEROKEE
 EE0835  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE0835
 EE0835                         *CURRENT SURVEY CONTROL
 EE0835  ___________________________________________________________________
 EE0835* NAD 83(1986)-  34 03 10.     (N)    085 27 34.     (W)     SCALED    
 EE0835* NAVD 88     -       261.072  (meters)     856.53   (feet)  ADJUSTED  
 EE0835  ___________________________________________________________________
 EE0835  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE0835  DYNAMIC HT  -         260.800 (meters)     855.64  (feet)  COMP
 EE0835  MODELED GRAV-     979,585.5   (mgal)                       NAVD 88
 EE0835
 EE0835  VERT ORDER  -  SECOND    CLASS 0
 EE0835
 EE0835.The horizontal coordinates were scaled from a topographic map and have
 EE0835.an estimated accuracy of +/- 6 seconds.
 EE0835
 EE0835.The orthometric height was determined by differential leveling
 EE0835.and adjusted by the National Geodetic Survey in June 1991..
 EE0835
 EE0835.The geoid height was determined by GEOID03.
 EE0835
 EE0835.The dynamic height is computed by dividing the NAVD 88
 EE0835.geopotential number by the normal gravity value computed on the
 EE0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0835.degrees latitude (g = 980.6199 gals.).
 EE0835
 EE0835.The modeled gravity was interpolated from observed gravity values.
 EE0835
 EE0835;                    North         East    Units  Estimated Accuracy
 EE0835;SPC AL E     -   394,020.      234,520.      MT  (+/- 180 meters Scaled)
 EE0835
 EE0835                          SUPERSEDED SURVEY CONTROL
 EE0835
 EE0835  NGVD 29 (??/??/92)  260.993  (m)          856.27   (f) ADJ UNCH    2 0
 EE0835
 EE0835.Superseded values are not recommended for survey control.
 EE0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0835.See file dsdata.txt to determine how the superseded data were derived.
 EE0835
 EE0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC421690(NAD 83)
 EE0835_MARKER: DB = BENCH MARK DISK
 EE0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0835_STAMPING: F 225 1948
 EE0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0835+STABILITY: SURFACE MOTION
 EE0835
 EE0835  HISTORY     - Date     Condition        Report By
 EE0835  HISTORY     - 1948     MONUMENTED       CGS
 EE0835
 EE0835                          STATION DESCRIPTION
 EE0835
 EE0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE0835'2.4 MI S FROM FORNEY.
 EE0835'ABOUT 2.35 MILES SOUTH ALONG A GRAVEL ROAD LEADING TO ROCK RUN
 EE0835'FROM ITS JUNCTION WITH U.S. HIGHWAY 411 AT FORNEY, ABOUT 0.35
 EE0835'MILE NORTH OF THE JUNCTION OF A ROAD LEADING NORTHEAST, AT THE
 EE0835'JUNCTION OF A FARM ROAD WEST AND A DIM ROAD EAST, 70 FEET NORTHEAST
 EE0835'OF THE CENTER OF THE JUNCTION OF THE ROAD WEST, 82 FEET NORTH
 EE0835'OF THE CENTER LINE OF THE DIM ROAD LEADING EAST, 26 FEET EAST OF
 EE0835'THE CENTER LINE OF THE MAIN ROAD, 20 FEET NORTHWEST OF A
 EE0835'TWIN-TRUNK OAK TREE, 1.5 FET SOUTH OF A WHITE WOODEN WITNESS POST,
 EE0835'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 EE0835'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1050 ***********************************************************************
 EE1050  DESIGNATION -  F 256
 EE1050  PID         -  EE1050
 EE1050  STATE/COUNTY-  AL/CHEROKEE
 EE1050  USGS QUAD   -  ELLISVILLE (1986)
 EE1050
 EE1050                         *CURRENT SURVEY CONTROL
 EE1050  ___________________________________________________________________
 EE1050* NAD 83(1986)-  34 00 51.     (N)    085 32 29.     (W)     SCALED    
 EE1050* NAVD 88     -       248.421  (meters)     815.03   (feet)  ADJUSTED  
 EE1050  ___________________________________________________________________
 EE1050  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE1050  DYNAMIC HT  -         248.161 (meters)     814.17  (feet)  COMP
 EE1050  MODELED GRAV-     979,582.8   (mgal)                       NAVD 88
 EE1050
 EE1050  VERT ORDER  -  SECOND    CLASS 0
 EE1050
 EE1050.The horizontal coordinates were scaled from a topographic map and have
 EE1050.an estimated accuracy of +/- 6 seconds.
 EE1050
 EE1050.The orthometric height was determined by differential leveling
 EE1050.and adjusted by the National Geodetic Survey in June 1991..
 EE1050
 EE1050.The geoid height was determined by GEOID03.
 EE1050
 EE1050.The dynamic height is computed by dividing the NAVD 88
 EE1050.geopotential number by the normal gravity value computed on the
 EE1050.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1050.degrees latitude (g = 980.6199 gals.).
 EE1050
 EE1050.The modeled gravity was interpolated from observed gravity values.
 EE1050
 EE1050;                    North         East    Units  Estimated Accuracy
 EE1050;SPC AL E     -   389,710.      226,970.      MT  (+/- 180 meters Scaled)
 EE1050
 EE1050                          SUPERSEDED SURVEY CONTROL
 EE1050
 EE1050  NGVD 29 (??/??/92)  248.34   (m)          814.8    (f) COMPUTED    2 0
 EE1050
 EE1050.Superseded values are not recommended for survey control.
 EE1050.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1050.See file dsdata.txt to determine how the superseded data were derived.
 EE1050
 EE1050_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC346646(NAD 83)
 EE1050_MARKER: DB = BENCH MARK DISK
 EE1050_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1050_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1050_STAMPING: F 256 1948
 EE1050_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1050+STABILITY: SURFACE MOTION
 EE1050
 EE1050  HISTORY     - Date     Condition        Report By
 EE1050  HISTORY     - 1948     MONUMENTED       CGS
 EE1050
 EE1050                          STATION DESCRIPTION
 EE1050
 EE1050'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1050'4 MI FROM ROCK RUN.
 EE1050'ABOUT 3.5 MILES WEST AND SOUTH ALONG A COUNTY ROAD FROM HARDINS
 EE1050'STORE AT ROCK RUN, THENCE ABOUT 0.55 MILE WEST ALONG A COUNTY
 EE1050'ROAD, ABOUT 0.55 MILE WEST OF THE JUNCTION OF A ROAD SOUTH TO
 EE1050'SPRING GARDEN, AT THE SUMMIT OF THE SECOND HILL WEST OF THE
 EE1050'JUNCTION, ON THE NORTH SIDE OF THE ROAD, NEAR THE SOUTH END OF
 EE1050'A SMALL ORE PIT, ABOUT 0.15 MILE EAST OF THE JUNCTION OF A
 EE1050'ROAD SOUTHWEST, 17 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 EE1050'14.5 FEET SOUTH OF A TRIANGULAR BLAZED 12-INCH PINE TREE, 1.5
 EE1050'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 EE1050'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 EE1050'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1909 ***********************************************************************
 DG1909  DESIGNATION -  F 257
 DG1909  PID         -  DG1909
 DG1909  STATE/COUNTY-  AL/CALHOUN
 DG1909  USGS QUAD   -  WELLINGTON (1972)
 DG1909
 DG1909                         *CURRENT SURVEY CONTROL
 DG1909  ___________________________________________________________________
 DG1909* NAD 83(1986)-  33 50 05.     (N)    085 54 01.     (W)     SCALED    
 DG1909* NAVD 88     -       169.747  (meters)     556.91   (feet)  ADJUSTED  
 DG1909  ___________________________________________________________________
 DG1909  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 DG1909  DYNAMIC HT  -         169.568 (meters)     556.32  (feet)  COMP
 DG1909  MODELED GRAV-     979,575.7   (mgal)                       NAVD 88
 DG1909
 DG1909  VERT ORDER  -  SECOND    CLASS 0
 DG1909
 DG1909.The horizontal coordinates were scaled from a topographic map and have
 DG1909.an estimated accuracy of +/- 6 seconds.
 DG1909
 DG1909.The orthometric height was determined by differential leveling
 DG1909.and adjusted by the National Geodetic Survey in June 1991..
 DG1909
 DG1909.The geoid height was determined by GEOID03.
 DG1909
 DG1909.The dynamic height is computed by dividing the NAVD 88
 DG1909.geopotential number by the normal gravity value computed on the
 DG1909.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1909.degrees latitude (g = 980.6199 gals.).
 DG1909
 DG1909.The modeled gravity was interpolated from observed gravity values.
 DG1909
 DG1909;                    North         East    Units  Estimated Accuracy
 DG1909;SPC AL E     -   369,770.      193,800.      MT  (+/- 180 meters Scaled)
 DG1909
 DG1909                          SUPERSEDED SURVEY CONTROL
 DG1909
 DG1909  NGVD 29 (??/??/92)  169.674  (m)          556.67   (f) ADJ UNCH    2 0
 DG1909
 DG1909.Superseded values are not recommended for survey control.
 DG1909.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1909.See file dsdata.txt to determine how the superseded data were derived.
 DG1909
 DG1909_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC017443(NAD 83)
 DG1909_MARKER: DB = BENCH MARK DISK
 DG1909_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1909_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1909_STAMPING: F 257 1948
 DG1909_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1909+STABILITY: SURFACE MOTION
 DG1909
 DG1909  HISTORY     - Date     Condition        Report By
 DG1909  HISTORY     - 1948     MONUMENTED       CGS
 DG1909
 DG1909                          STATION DESCRIPTION
 DG1909
 DG1909'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1909'1 MI NW FROM WELLINGTON.
 DG1909'ABOUT 1.0 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 DG1909'RAILROAD FROM THE STATION AT WELLINGTON, ABOUT 1.1 MILES SOUTH
 DG1909'OF THE STATION AT DUKE, IN THE NORTHEAST ANGLE OF A DIM FARM
 DG1909'ROAD CROSSING, ABOUT 0.25 MILE SOUTH OF MILE POST 524, ABOUT 5 1/2
 DG1909'RAILS SOUTH OF TRESTLE NO. 131, 40 FEET EAST OF THE EAST RAIL
 DG1909'OF THE TRACK, 10 FEET NORTH OF THE CENTER LINE OF THE FARM ROAD,
 DG1909'6 FEET NORTHWEST OF A GATE POST, 3 FEET WEST OF THE R/W FENCE, 2
 DG1909'FEET NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 DG1909'CROSSING AND SET IN THE TOP OF A CONCRETE POST PROJECTING 10
 DG1909'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1011 ***********************************************************************
 EE1011  DESIGNATION -  F 258
 EE1011  PID         -  EE1011
 EE1011  STATE/COUNTY-  AL/ETOWAH
 EE1011  USGS QUAD   -  BALLPLAY (1986)
 EE1011
 EE1011                         *CURRENT SURVEY CONTROL
 EE1011  ___________________________________________________________________
 EE1011* NAD 83(1986)-  34 01 40.     (N)    085 49 21.     (W)     SCALED    
 EE1011* NAVD 88     -       161.505  (meters)     529.87   (feet)  ADJUSTED  
 EE1011  ___________________________________________________________________
 EE1011  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE1011  DYNAMIC HT  -         161.336 (meters)     529.32  (feet)  COMP
 EE1011  MODELED GRAV-     979,587.9   (mgal)                       NAVD 88
 EE1011
 EE1011  VERT ORDER  -  SECOND    CLASS 0
 EE1011
 EE1011.The horizontal coordinates were scaled from a topographic map and have
 EE1011.an estimated accuracy of +/- 6 seconds.
 EE1011
 EE1011.The orthometric height was determined by differential leveling
 EE1011.and adjusted by the National Geodetic Survey in June 1991..
 EE1011
 EE1011.The geoid height was determined by GEOID03.
 EE1011
 EE1011.The dynamic height is computed by dividing the NAVD 88
 EE1011.geopotential number by the normal gravity value computed on the
 EE1011.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1011.degrees latitude (g = 980.6199 gals.).
 EE1011
 EE1011.The modeled gravity was interpolated from observed gravity values.
 EE1011
 EE1011;                    North         East    Units  Estimated Accuracy
 EE1011;SPC AL E     -   391,190.      201,000.      MT  (+/- 180 meters Scaled)
 EE1011
 EE1011                          SUPERSEDED SURVEY CONTROL
 EE1011
 EE1011  NGVD 29 (??/??/92)  161.460  (m)          529.72   (f) ADJ UNCH    2 0
 EE1011
 EE1011.Superseded values are not recommended for survey control.
 EE1011.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1011.See file dsdata.txt to determine how the superseded data were derived.
 EE1011
 EE1011_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC087658(NAD 83)
 EE1011_MARKER: DB = BENCH MARK DISK
 EE1011_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1011_SP_SET: BRIDGE
 EE1011_STAMPING: F 258 1948
 EE1011_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1011
 EE1011  HISTORY     - Date     Condition        Report By
 EE1011  HISTORY     - 1948     MONUMENTED       CGS
 EE1011
 EE1011                          STATION DESCRIPTION
 EE1011
 EE1011'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1011'3.6 MI NE FROM HOKES BLUFF.
 EE1011'ABOUT 3.65 MILES NORTHEAST ALONG A BLACK TOP ROAD TO BALLPLAY
 EE1011'FROM THE HIGH SCHOOL AT HOKES BLUFF, ABOUT 2.3 MILES SOUTHWEST OF
 EE1011'THE ROAD JUNCTION AT BALLPLAY, SET IN THE TOP OF THE NORTHEAST
 EE1011'END OF THE BASE OF THE SOUTHEAST CONCRETE BANISTER OF A 55-FOOT
 EE1011'BRIDGE OVER DRY CREEK, 15.5 FEET SOUTHEAST OF THE CENTER LINE OF
 EE1011'THE ROAD, 1.5 FEET SOUTHWEST OF THE NORTHEAST END OF THE BANISTER,
 EE1011'AND ABOUT LEVEL WITH THE BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2047 ***********************************************************************
 DG2047  DESIGNATION -  F 259
 DG2047  PID         -  DG2047
 DG2047  STATE/COUNTY-  AL/CALHOUN
 DG2047  USGS QUAD   -  COLVIN GAP (1972)
 DG2047
 DG2047                         *CURRENT SURVEY CONTROL
 DG2047  ___________________________________________________________________
 DG2047* NAD 83(1986)-  33 55 42.     (N)    085 52 25.     (W)     SCALED    
 DG2047* NAVD 88     -       184.291  (meters)     604.63   (feet)  ADJUSTED  
 DG2047  ___________________________________________________________________
 DG2047  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DG2047  DYNAMIC HT  -         184.097 (meters)     603.99  (feet)  COMP
 DG2047  MODELED GRAV-     979,576.7   (mgal)                       NAVD 88
 DG2047
 DG2047  VERT ORDER  -  SECOND    CLASS 0
 DG2047
 DG2047.The horizontal coordinates were scaled from a topographic map and have
 DG2047.an estimated accuracy of +/- 6 seconds.
 DG2047
 DG2047.The orthometric height was determined by differential leveling
 DG2047.and adjusted by the National Geodetic Survey in June 1991..
 DG2047
 DG2047.The geoid height was determined by GEOID03.
 DG2047
 DG2047.The dynamic height is computed by dividing the NAVD 88
 DG2047.geopotential number by the normal gravity value computed on the
 DG2047.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2047.degrees latitude (g = 980.6199 gals.).
 DG2047
 DG2047.The modeled gravity was interpolated from observed gravity values.
 DG2047
 DG2047;                    North         East    Units  Estimated Accuracy
 DG2047;SPC AL E     -   380,160.      196,280.      MT  (+/- 180 meters Scaled)
 DG2047
 DG2047                          SUPERSEDED SURVEY CONTROL
 DG2047
 DG2047  NGVD 29 (??/??/92)  184.235  (m)          604.44   (f) ADJ UNCH    2 0
 DG2047
 DG2047.Superseded values are not recommended for survey control.
 DG2047.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2047.See file dsdata.txt to determine how the superseded data were derived.
 DG2047
 DG2047_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC041547(NAD 83)
 DG2047_MARKER: DB = BENCH MARK DISK
 DG2047_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG2047_SP_SET: BRIDGE
 DG2047_STAMPING: F 259 1948
 DG2047_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2047
 DG2047  HISTORY     - Date     Condition        Report By
 DG2047  HISTORY     - 1948     MONUMENTED       CGS
 DG2047
 DG2047                          STATION DESCRIPTION
 DG2047
 DG2047'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2047'3.5 MI E FROM ROCK SPRING.
 DG2047'ABOUT 0.5 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DG2047'FROM THE STATION SIGN AT ROCK SPRING, THENCE ABOUT 3.0 MILES
 DG2047'EAST AND NORTHEAST ALONG A ROAD TO ROY WEBB SCHOOL VIA COLVINS
 DG2047'GAP, AND NEW LIBERTY CHURCH, ABOUT 2.2 MILES WEST AND SOUTHWEST
 DG2047'OF THE CROSSROADS AT COLVINS GAP, ABOUT 0.1 MILE NORTHEAST
 DG2047'OF A WHITE FARM HOUSE ON THE NORTHWEST SIDE OF THE ROAD, SET
 DG2047'IN THE TOP OF THE EAST END OF THE WEST WING WALL AT THE SOUTHWEST
 DG2047'END OF A 10-FOOT CONCRETE BRIDGE OVER A SMALL STREAM, 11 FEET
 DG2047'NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0828 ***********************************************************************
 BU0828  DESIGNATION -  F 26
 BU0828  PID         -  BU0828
 BU0828  STATE/COUNTY-  AL/MONROE
 BU0828  USGS QUAD   -  BEATRICE (1981)
 BU0828
 BU0828                         *CURRENT SURVEY CONTROL
 BU0828  ___________________________________________________________________
 BU0828* NAD 83(1986)-  31 41 58.     (N)    087 13 18.     (W)     SCALED    
 BU0828* NAVD 88     -        50.660  (meters)     166.21   (feet)  ADJUSTED  
 BU0828  ___________________________________________________________________
 BU0828  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 BU0828  DYNAMIC HT  -          50.598 (meters)     166.00  (feet)  COMP
 BU0828  MODELED GRAV-     979,434.5   (mgal)                       NAVD 88
 BU0828
 BU0828  VERT ORDER  -  SECOND    CLASS 0
 BU0828
 BU0828.The horizontal coordinates were scaled from a topographic map and have
 BU0828.an estimated accuracy of +/- 6 seconds.
 BU0828
 BU0828.The orthometric height was determined by differential leveling
 BU0828.and adjusted by the National Geodetic Survey in June 1991..
 BU0828
 BU0828.The geoid height was determined by GEOID03.
 BU0828
 BU0828.The dynamic height is computed by dividing the NAVD 88
 BU0828.geopotential number by the normal gravity value computed on the
 BU0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0828.degrees latitude (g = 980.6199 gals.).
 BU0828
 BU0828.The modeled gravity was interpolated from observed gravity values.
 BU0828
 BU0828;                    North         East    Units  Estimated Accuracy
 BU0828;SPC AL W     -   188,430.      626,380.      MT  (+/- 180 meters Scaled)
 BU0828
 BU0828                          SUPERSEDED SURVEY CONTROL
 BU0828
 BU0828  NGVD 29 (??/??/92)   50.639  (m)          166.14   (f) ADJ UNCH    2 0
 BU0828
 BU0828.Superseded values are not recommended for survey control.
 BU0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0828.See file dsdata.txt to determine how the superseded data were derived.
 BU0828
 BU0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA789071(NAD 83)
 BU0828_MARKER: DB = BENCH MARK DISK
 BU0828_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0828_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0828_STAMPING: F 26 1934
 BU0828_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0828+STABILITY: SURFACE MOTION
 BU0828
 BU0828  HISTORY     - Date     Condition        Report By
 BU0828  HISTORY     - 1934     MONUMENTED       CGS
 BU0828
 BU0828                          STATION DESCRIPTION
 BU0828
 BU0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0828'2.6 MI SE FROM BEATRICE.
 BU0828'2.6 MILES SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU0828'STATION AT BEATRICE, MONROE COUNTY, 0.3 MILE SOUTHEAST OF MILE POST
 BU0828'660, AT A PRIVATE-ORAD CROSSING, 46 FEET WEST OF THE TRACK, 33 FEET
 BU0828'SOUTH OF THE CENTER LINE OF THE ROAD, AND IN THE RIGHT-OF-WAY FENCE
 BU0828'CORNER, AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0510 ***********************************************************************
 DH0510  DESIGNATION -  F 260
 DH0510  PID         -  DH0510
 DH0510  STATE/COUNTY-  AL/TALLADEGA
 DH0510  USGS QUAD   -  TALLADEGA (1987)
 DH0510
 DH0510                         *CURRENT SURVEY CONTROL
 DH0510  ___________________________________________________________________
 DH0510* NAD 83(1986)-  33 23 55.     (N)    086 02 55.     (W)     SCALED    
 DH0510* NAVD 88     -       199.352  (meters)     654.04   (feet)  ADJUSTED  
 DH0510  ___________________________________________________________________
 DH0510  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DH0510  DYNAMIC HT  -         199.133 (meters)     653.32  (feet)  COMP
 DH0510  MODELED GRAV-     979,536.8   (mgal)                       NAVD 88
 DH0510
 DH0510  VERT ORDER  -  SECOND    CLASS 0
 DH0510
 DH0510.The horizontal coordinates were scaled from a topographic map and have
 DH0510.an estimated accuracy of +/- 6 seconds.
 DH0510
 DH0510.The orthometric height was determined by differential leveling
 DH0510.and adjusted by the National Geodetic Survey in June 1991..
 DH0510
 DH0510.The geoid height was determined by GEOID03.
 DH0510
 DH0510.The dynamic height is computed by dividing the NAVD 88
 DH0510.geopotential number by the normal gravity value computed on the
 DH0510.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0510.degrees latitude (g = 980.6199 gals.).
 DH0510
 DH0510.The modeled gravity was interpolated from observed gravity values.
 DH0510
 DH0510;                    North         East    Units  Estimated Accuracy
 DH0510;SPC AL E     -   321,420.      179,970.      MT  (+/- 180 meters Scaled)
 DH0510
 DH0510                          SUPERSEDED SURVEY CONTROL
 DH0510
 DH0510  NGVD 29 (??/??/92)  199.273  (m)          653.78   (f) ADJ UNCH    2 0
 DH0510
 DH0510.Superseded values are not recommended for survey control.
 DH0510.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0510.See file dsdata.txt to determine how the superseded data were derived.
 DH0510
 DH0510_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB884958(NAD 83)
 DH0510_MARKER: DB = BENCH MARK DISK
 DH0510_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0510_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0510_STAMPING: F 260 1948
 DH0510_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0510+STABILITY: SURFACE MOTION
 DH0510
 DH0510  HISTORY     - Date     Condition        Report By
 DH0510  HISTORY     - 1948     MONUMENTED       CGS
 DH0510
 DH0510                          STATION DESCRIPTION
 DH0510
 DH0510'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0510'2.05 MI NE FROM TAYLORS MILL.
 DH0510'ABOUT 2.05 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE PUMPING
 DH0510'STATION AT TAYLORS MILL, ABOUT 0.4 MILE SOUTHWEST OF THE INTERSECTION
 DH0510'OF STATE HIGHWAY 48, ABOUT 0.15 MILE SOUTHWEST OF A COLORED SCHOOL AND
 DH0510'CHURCH, AT THE 2ND POLE ON THE SOUTHEAST SIDE OF THE ROAD SOUTHWEST OF
 DH0510'A POWER LINE CROSSING, 121 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE
 DH0510'SOUTH CORNER OF AN IMITATION RED BRICK HOUSE, 24 FEET SOUTHEAST OF THE
 DH0510'CENTER LINE OF THE ROAD, 5 FEET SOUTHWEST OF THE POLE AND IN LINE WITH
 DH0510'THE ROW OF POLES, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 DH0510'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0510'PROJECTING 6 INCHES.  MARK MAY BE REACHED FROM TALLADEGA BY GOING
 DH0510'ABOUT 5.55 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 DH0510'THE STATION, THENCE ABOUT 1.05 MILES SOUTHWEST ALONG A ROAD TO TAYLORS
 DH0510'MILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2075 ***********************************************************************
 DG2075  DESIGNATION -  F 261
 DG2075  PID         -  DG2075
 DG2075  STATE/COUNTY-  AL/CHEROKEE
 DG2075  USGS QUAD   -  PIEDMONT NW (1983)
 DG2075
 DG2075                         *CURRENT SURVEY CONTROL
 DG2075  ___________________________________________________________________
 DG2075* NAD 83(1986)-  33 59 24.     (N)    085 43 47.     (W)     SCALED    
 DG2075* NAVD 88     -       184.887  (meters)     606.58   (feet)  ADJUSTED  
 DG2075  ___________________________________________________________________
 DG2075  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 DG2075  DYNAMIC HT  -         184.693 (meters)     605.95  (feet)  COMP
 DG2075  MODELED GRAV-     979,584.0   (mgal)                       NAVD 88
 DG2075
 DG2075  VERT ORDER  -  SECOND    CLASS 0
 DG2075
 DG2075.The horizontal coordinates were scaled from a topographic map and have
 DG2075.an estimated accuracy of +/- 6 seconds.
 DG2075
 DG2075.The orthometric height was determined by differential leveling
 DG2075.and adjusted by the National Geodetic Survey in June 1991..
 DG2075
 DG2075.The geoid height was determined by GEOID03.
 DG2075
 DG2075.The dynamic height is computed by dividing the NAVD 88
 DG2075.geopotential number by the normal gravity value computed on the
 DG2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2075.degrees latitude (g = 980.6199 gals.).
 DG2075
 DG2075.The modeled gravity was interpolated from observed gravity values.
 DG2075
 DG2075;                    North         East    Units  Estimated Accuracy
 DG2075;SPC AL E     -   387,000.      209,570.      MT  (+/- 180 meters Scaled)
 DG2075
 DG2075                          SUPERSEDED SURVEY CONTROL
 DG2075
 DG2075  NGVD 29 (??/??/92)  184.829  (m)          606.39   (f) ADJ UNCH    2 0
 DG2075
 DG2075.Superseded values are not recommended for survey control.
 DG2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2075.See file dsdata.txt to determine how the superseded data were derived.
 DG2075
 DG2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC173617(NAD 83)
 DG2075_MARKER: DB = BENCH MARK DISK
 DG2075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2075_STAMPING: F 261 1948
 DG2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2075+STABILITY: SURFACE MOTION
 DG2075
 DG2075  HISTORY     - Date     Condition        Report By
 DG2075  HISTORY     - 1948     MONUMENTED       CGS
 DG2075
 DG2075                          STATION DESCRIPTION
 DG2075
 DG2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2075'3.4 MI SW FROM GNATVILLE.
 DG2075'ABOUT 3.35 MILES WEST ANDSOUTH ALONG A COUNTY ROAD FROM THE
 DG2075'CHURCH AT GNATVILLE, IN THE Y AT THE JUNCTION OF THE MAIN ROAD SOUTH
 DG2075'AND A SIDE ROAD SOUTHWEST, ABOUT 0.15 MILE EAST OF A CHURCH AND
 DG2075'CEMETERY, ABOUT 100 YARDS SOUTH AND ACROSS THE SIDE ROAD FROM AN
 DG2075'IMITATION BRICK HOUSE ON THE TOP OF A HILL, 27 FEET WEST OF THE
 DG2075'CENTER LINE OF THE NORTH-SOUTH ROAD, 33 FEET SOUTHEAST OF THE
 DG2075'CENTER LINE OF THE SIDE ROAD, 49 FEET EAST OF A TRIANGULAR BLAZED
 DG2075'10-INCH OAK TREE, 88 FEET SOUTH-SOUTHWEST OF THE WEST END OF A
 DG2075'24-INCH PIPE CULVERT, 14 FEET SOUTH-SOUTHWEST OF A 9-INCH PINE
 DG2075'TREE, 3 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW
 DG2075'THE NORTH-SOUTH ROAD AND SET IN THE TOP OF A CONCRETE POST
 DG2075'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1720 ***********************************************************************
 DG1720  DESIGNATION -  F 262
 DG1720  PID         -  DG1720
 DG1720  STATE/COUNTY-  AL/RANDOLPH
 DG1720  USGS QUAD   -  MICAVILLE (1976)
 DG1720
 DG1720                         *CURRENT SURVEY CONTROL
 DG1720  ___________________________________________________________________
 DG1720* NAD 83(1986)-  33 25 09.     (N)    085 31 43.     (W)     SCALED    
 DG1720* NAVD 88     -       303.166  (meters)     994.64   (feet)  ADJUSTED  
 DG1720  ___________________________________________________________________
 DG1720  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 DG1720  DYNAMIC HT  -         302.826 (meters)     993.52  (feet)  COMP
 DG1720  MODELED GRAV-     979,505.7   (mgal)                       NAVD 88
 DG1720
 DG1720  VERT ORDER  -  SECOND    CLASS 0
 DG1720
 DG1720.The horizontal coordinates were scaled from a topographic map and have
 DG1720.an estimated accuracy of +/- 6 seconds.
 DG1720
 DG1720.The orthometric height was determined by differential leveling
 DG1720.and adjusted by the National Geodetic Survey in June 1991..
 DG1720
 DG1720.The geoid height was determined by GEOID03.
 DG1720
 DG1720.The dynamic height is computed by dividing the NAVD 88
 DG1720.geopotential number by the normal gravity value computed on the
 DG1720.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1720.degrees latitude (g = 980.6199 gals.).
 DG1720
 DG1720.The modeled gravity was interpolated from observed gravity values.
 DG1720
 DG1720;                    North         East    Units  Estimated Accuracy
 DG1720;SPC AL E     -   323,720.      228,340.      MT  (+/- 180 meters Scaled)
 DG1720
 DG1720                          SUPERSEDED SURVEY CONTROL
 DG1720
 DG1720  NGVD 29 (??/??/92)  303.103  (m)          994.43   (f) ADJ UNCH    2 0
 DG1720
 DG1720.Superseded values are not recommended for survey control.
 DG1720.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1720.See file dsdata.txt to determine how the superseded data were derived.
 DG1720
 DG1720_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB368987(NAD 83)
 DG1720_MARKER: DB = BENCH MARK DISK
 DG1720_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1720_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1720_STAMPING: F 262 1948
 DG1720_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1720+STABILITY: SURFACE MOTION
 DG1720
 DG1720  HISTORY     - Date     Condition        Report By
 DG1720  HISTORY     - 1948     MONUMENTED       CGS
 DG1720
 DG1720                          STATION DESCRIPTION
 DG1720
 DG1720'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1720'2.1 MI W FROM MORRISON CROSSROAD.
 DG1720'ABOUT 2.1 MILES WEST ALONG A ROAD TO MILNER FROM THE JUNCTION OF
 DG1720'STATE HIGHWAY 37 AT MORRISON CROSSROAD, AT THE JUNCTION OF A
 DG1720'PRIVATE ROAD SOUTH, 118 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 DG1720'13 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD, 14 FEET
 DG1720'SOUTHWEST OF THE CENTER LINE OF A DRIVE TO AN OLD HOUSE ON TOP OF
 DG1720'A HILL, 99 FEET SOUTH OF THE SOUTH END OF AN 18-INCH PIPE CULVERT,
 DG1720'96.5 FEET SOUTHWEST OF A POWER POLE, 2 FEET SOUTH OF A WHITE
 DG1720'WOODEN WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP
 DG1720'OF A CONCRETE POST PROJECTING 5 IN.  NOTE-- MARK IS ABOUT 1.55
 DG1720'MILES EAST OF THE CROSSROADS AT MILNER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1456 ***********************************************************************
 DG1456  DESIGNATION -  F 263
 DG1456  PID         -  DG1456
 DG1456  STATE/COUNTY-  AL/RANDOLPH
 DG1456  USGS QUAD   -  WEDOWEE (1969)
 DG1456
 DG1456                         *CURRENT SURVEY CONTROL
 DG1456  ___________________________________________________________________
 DG1456* NAD 83(1986)-  33 18 35.     (N)    085 29 38.     (W)     SCALED    
 DG1456* NAVD 88     -       281.952  (meters)     925.04   (feet)  ADJUSTED  
 DG1456  ___________________________________________________________________
 DG1456  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DG1456  DYNAMIC HT  -         281.630 (meters)     923.98  (feet)  COMP
 DG1456  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 DG1456
 DG1456  VERT ORDER  -  SECOND    CLASS 0
 DG1456
 DG1456.The horizontal coordinates were scaled from a topographic map and have
 DG1456.an estimated accuracy of +/- 6 seconds.
 DG1456
 DG1456.The orthometric height was determined by differential leveling
 DG1456.and adjusted by the National Geodetic Survey in June 1991..
 DG1456
 DG1456.The geoid height was determined by GEOID03.
 DG1456
 DG1456.The dynamic height is computed by dividing the NAVD 88
 DG1456.geopotential number by the normal gravity value computed on the
 DG1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1456.degrees latitude (g = 980.6199 gals.).
 DG1456
 DG1456.The modeled gravity was interpolated from observed gravity values.
 DG1456
 DG1456;                    North         East    Units  Estimated Accuracy
 DG1456;SPC AL E     -   311,600.      231,610.      MT  (+/- 180 meters Scaled)
 DG1456
 DG1456                          SUPERSEDED SURVEY CONTROL
 DG1456
 DG1456  NGVD 29 (??/??/92)  281.890  (m)          924.83   (f) ADJ UNCH    2 0
 DG1456
 DG1456.Superseded values are not recommended for survey control.
 DG1456.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1456.See file dsdata.txt to determine how the superseded data were derived.
 DG1456
 DG1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB402866(NAD 83)
 DG1456_MARKER: DB = BENCH MARK DISK
 DG1456_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1456_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1456_STAMPING: F 263 1948
 DG1456_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1456+STABILITY: SURFACE MOTION
 DG1456
 DG1456  HISTORY     - Date     Condition        Report By
 DG1456  HISTORY     - 1948     MONUMENTED       CGS
 DG1456
 DG1456                          STATION DESCRIPTION
 DG1456
 DG1456'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1456'0.6 MI W FROM WEDOWEE.
 DG1456'ABOUT 0.55 MILE WEST ALONG STATE HIGHWAY 48 FROM THE COURT
 DG1456'HOUSE AT WEDOWEE, ABOUT 0.1 MILE WEST OF THE ENTRANCE TO A
 DG1456'CEMETERY ON THE NORTH SIDE OF THE HIGHWAY, 271 FEET EAST AND
 DG1456'INSIDE THE WEDOWEE CITY LIMITS, 31 FEET SOUTH OF THE CENTER
 DG1456'LINE OF THE HIGHWAY, 145 FEET WEST OF THE WEST END OF A CUT,
 DG1456'6.5 FEET NORTHEAST OF A POWER POLE WITH A BRANCH LINE TO A
 DG1456'FARM HOUSE, 182 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 DG1456'FARM HOUSE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 DG1456'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1456'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1531 ***********************************************************************
 DG1531  DESIGNATION -  F 264
 DG1531  PID         -  DG1531
 DG1531  STATE/COUNTY-  AL/CLAY
 DG1531  USGS QUAD   -  CLAIRMONT SPRINGS (1983)
 DG1531
 DG1531                         *CURRENT SURVEY CONTROL
 DG1531  ___________________________________________________________________
 DG1531* NAD 83(1986)-  33 19 18.     (N)    085 57 23.     (W)     SCALED    
 DG1531* NAVD 88     -       312.431  (meters)    1025.03   (feet)  ADJUSTED  
 DG1531  ___________________________________________________________________
 DG1531  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG1531  DYNAMIC HT  -         312.079 (meters)    1023.88  (feet)  COMP
 DG1531  MODELED GRAV-     979,500.7   (mgal)                       NAVD 88
 DG1531
 DG1531  VERT ORDER  -  SECOND    CLASS 0
 DG1531
 DG1531.The horizontal coordinates were scaled from a topographic map and have
 DG1531.an estimated accuracy of +/- 6 seconds.
 DG1531
 DG1531.The orthometric height was determined by differential leveling
 DG1531.and adjusted by the National Geodetic Survey in June 1991..
 DG1531
 DG1531.The geoid height was determined by GEOID03.
 DG1531
 DG1531.The dynamic height is computed by dividing the NAVD 88
 DG1531.geopotential number by the normal gravity value computed on the
 DG1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1531.degrees latitude (g = 980.6199 gals.).
 DG1531
 DG1531.The modeled gravity was interpolated from observed gravity values.
 DG1531
 DG1531;                    North         East    Units  Estimated Accuracy
 DG1531;SPC AL E     -   312,880.      188,540.      MT  (+/- 180 meters Scaled)
 DG1531
 DG1531                          SUPERSEDED SURVEY CONTROL
 DG1531
 DG1531  NGVD 29 (??/??/92)  312.357  (m)         1024.79   (f) ADJ UNCH    2 0
 DG1531
 DG1531.Superseded values are not recommended for survey control.
 DG1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1531.See file dsdata.txt to determine how the superseded data were derived.
 DG1531
 DG1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB971874(NAD 83)
 DG1531_MARKER: DB = BENCH MARK DISK
 DG1531_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1531_SP_SET: BRIDGE HEADWALL
 DG1531_STAMPING: F 264 1948
 DG1531_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1531
 DG1531  HISTORY     - Date     Condition        Report By
 DG1531  HISTORY     - 1948     MONUMENTED       CGS
 DG1531
 DG1531                          STATION DESCRIPTION
 DG1531
 DG1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1531'3.4 MI SE FROM CHANDLER.
 DG1531'ABOUT 0.65 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE ATLANTIC
 DG1531'COAST LINE RAILWAY STATION AT CHANDLER, THENCE ABOUT 2.75 MILES
 DG1531'SOUTHEAST ALONG STATE HIGHWAY 48, ABOUT 1.5 MILES SOUTHEAST OF THE
 DG1531'CLAY-TALLADEGA COUNTY LINE, ABOUT 0.7 MILE SOUTHEAST OF A ROAD
 DG1531'NORTHWEST TO CLAIRMONT SPRINGS, AT A ROAD SOUTH TO A HOUSE, SET
 DG1531'IN THE TOP OF THE EAST END OF THE SOUTH HEAD WALL OF A 10-FOOT
 DG1531'CONCRETE BRIDGE, 26 FEET EAST OF THE CENTER LINE OF THE ROAD
 DG1531'SOUTH, 15 FEET SOUTH OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 DG1531'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1540 ***********************************************************************
 DG1540  DESIGNATION -  F 265
 DG1540  PID         -  DG1540
 DG1540  STATE/COUNTY-  AL/CLAY
 DG1540  USGS QUAD   -  LINEVILLE WEST (1980)
 DG1540
 DG1540                         *CURRENT SURVEY CONTROL
 DG1540  ___________________________________________________________________
 DG1540* NAD 83(1986)-  33 16 26.     (N)    085 51 08.     (W)     SCALED    
 DG1540* NAVD 88     -       323.528  (meters)    1061.44   (feet)  ADJUSTED  
 DG1540  ___________________________________________________________________
 DG1540  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1540  DYNAMIC HT  -         323.161 (meters)    1060.24  (feet)  COMP
 DG1540  MODELED GRAV-     979,493.5   (mgal)                       NAVD 88
 DG1540
 DG1540  VERT ORDER  -  SECOND    CLASS 0
 DG1540
 DG1540.The horizontal coordinates were scaled from a topographic map and have
 DG1540.an estimated accuracy of +/- 6 seconds.
 DG1540
 DG1540.The orthometric height was determined by differential leveling
 DG1540.and adjusted by the National Geodetic Survey in June 1991..
 DG1540
 DG1540.The geoid height was determined by GEOID03.
 DG1540
 DG1540.The dynamic height is computed by dividing the NAVD 88
 DG1540.geopotential number by the normal gravity value computed on the
 DG1540.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1540.degrees latitude (g = 980.6199 gals.).
 DG1540
 DG1540.The modeled gravity was interpolated from observed gravity values.
 DG1540
 DG1540;                    North         East    Units  Estimated Accuracy
 DG1540;SPC AL E     -   307,570.      198,240.      MT  (+/- 180 meters Scaled)
 DG1540
 DG1540                          SUPERSEDED SURVEY CONTROL
 DG1540
 DG1540  NGVD 29 (??/??/92)  323.475  (m)         1061.27   (f) ADJ UNCH    2 0
 DG1540
 DG1540.Superseded values are not recommended for survey control.
 DG1540.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1540.See file dsdata.txt to determine how the superseded data were derived.
 DG1540
 DG1540_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB068822(NAD 83)
 DG1540_MARKER: DB = BENCH MARK DISK
 DG1540_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1540_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1540_STAMPING: F 265 1948
 DG1540_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1540+STABILITY: SURFACE MOTION
 DG1540
 DG1540  HISTORY     - Date     Condition        Report By
 DG1540  HISTORY     - 1948     MONUMENTED       CGS
 DG1540
 DG1540                          STATION DESCRIPTION
 DG1540
 DG1540'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1540'1 MI W FROM ASHLAND.
 DG1540'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 48 FROM THE COURT
 DG1540'HOUSE AT ASHLAND, AT THE EAST END OF A LONG THRU CUT, AT A DRIVE
 DG1540'WAY SOUTH TO A HOUSE, 47 FEET WEST AND ACROSS THE DRIVE WAY FROM
 DG1540'HIGHWAY R/W MARKER POST NO. 1214+11, 34 FEET SOUTH OF THE CENTER
 DG1540'LINE OF THE HIGHWAY, 17 FEET WEST OF THE CENTER LINE OF THE DRIVE,
 DG1540'3 1/2 FEET SOUTHWEST OF A TELEPHONE POLE, 2 FEET ABOVE THE
 DG1540'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1541 ***********************************************************************
 DG1541  DESIGNATION -  F 265 RESET
 DG1541  PID         -  DG1541
 DG1541  STATE/COUNTY-  AL/CLAY
 DG1541  USGS QUAD   -  LINEVILLE WEST (1980)
 DG1541
 DG1541                         *CURRENT SURVEY CONTROL
 DG1541  ___________________________________________________________________
 DG1541* NAD 83(1986)-  33 16 26.     (N)    085 51 08.     (W)     SCALED    
 DG1541* NAVD 88     -       324.70   (meters)    1065.3    (feet)  RESET     
 DG1541  ___________________________________________________________________
 DG1541  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1541
 DG1541  VERT ORDER  -  THIRD
 DG1541
 DG1541.The horizontal coordinates were scaled from a topographic map and have
 DG1541.an estimated accuracy of +/- 6 seconds.
 DG1541
 DG1541.The orthometric height was computed from unverified reset data.
 DG1541
 DG1541.The geoid height was determined by GEOID03.
 DG1541
 DG1541;                    North         East    Units  Estimated Accuracy
 DG1541;SPC AL E     -   307,570.      198,240.      MT  (+/- 180 meters Scaled)
 DG1541
 DG1541                          SUPERSEDED SURVEY CONTROL
 DG1541
 DG1541.No superseded survey control is available for this station.
 DG1541
 DG1541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB068822(NAD 83)
 DG1541_MARKER: DB = BENCH MARK DISK
 DG1541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1541_STAMPING: F 265 RESET 1972
 DG1541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1541+STABILITY: SURFACE MOTION
 DG1541
 DG1541  HISTORY     - Date     Condition        Report By
 DG1541  HISTORY     - 1972     MONUMENTED       ALHD
 DG1541
 DG1541                          STATION DESCRIPTION
 DG1541
 DG1541'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1972
 DG1541'1 MI W FROM ASHLAND.
 DG1541'ABOUT 0.95 MILE WEST ALONG STATE HIGHWAY 77 FROM THE COURTHOUSE
 DG1541'AT ASHLAND, 70 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 52
 DG1541'FEET WEST OF A HIGHWAY RIGHT-OF-WAY MARKER AT HIGHWAY STATION
 DG1541'83 + 00, 52 FEET EAST OF HIGHWAY RIGHT-OF-WAY MARKER AT HIGHWAY
 DG1541'STATION 84 + 00 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0494 ***********************************************************************
 DH0494  DESIGNATION -  F 266
 DH0494  PID         -  DH0494
 DH0494  STATE/COUNTY-  AL/TALLADEGA
 DH0494  USGS QUAD   -  WINTERBORO (1984)
 DH0494
 DH0494                         *CURRENT SURVEY CONTROL
 DH0494  ___________________________________________________________________
 DH0494* NAD 83(1986)-  33 15 14.     (N)    086 12 45.     (W)     SCALED    
 DH0494* NAVD 88     -       167.957  (meters)     551.04   (feet)  ADJUSTED  
 DH0494  ___________________________________________________________________
 DH0494  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH0494  DYNAMIC HT  -         167.772 (meters)     550.43  (feet)  COMP
 DH0494  MODELED GRAV-     979,527.9   (mgal)                       NAVD 88
 DH0494
 DH0494  VERT ORDER  -  SECOND    CLASS 0
 DH0494
 DH0494.The horizontal coordinates were scaled from a topographic map and have
 DH0494.an estimated accuracy of +/- 6 seconds.
 DH0494
 DH0494.The orthometric height was determined by differential leveling
 DH0494.and adjusted by the National Geodetic Survey in June 1991..
 DH0494
 DH0494.The geoid height was determined by GEOID03.
 DH0494
 DH0494.The dynamic height is computed by dividing the NAVD 88
 DH0494.geopotential number by the normal gravity value computed on the
 DH0494.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0494.degrees latitude (g = 980.6199 gals.).
 DH0494
 DH0494.The modeled gravity was interpolated from observed gravity values.
 DH0494
 DH0494;                    North         East    Units  Estimated Accuracy
 DH0494;SPC AL E     -   305,420.      164,670.      MT  (+/- 180 meters Scaled)
 DH0494
 DH0494                          SUPERSEDED SURVEY CONTROL
 DH0494
 DH0494  NGVD 29 (??/??/92)  167.903  (m)          550.86   (f) ADJ UNCH    2 0
 DH0494
 DH0494.Superseded values are not recommended for survey control.
 DH0494.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0494.See file dsdata.txt to determine how the superseded data were derived.
 DH0494
 DH0494_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB733797(NAD 83)
 DH0494_MARKER: DB = BENCH MARK DISK
 DH0494_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0494_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0494_STAMPING: F 266 1948
 DH0494_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0494+STABILITY: SURFACE MOTION
 DH0494
 DH0494  HISTORY     - Date     Condition        Report By
 DH0494  HISTORY     - 1948     MONUMENTED       CGS
 DH0494  HISTORY     - 1981     MARK NOT FOUND   USGS
 DH0494
 DH0494                          STATION DESCRIPTION
 DH0494
 DH0494'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0494'IN SYCAMORE.
 DH0494'AT SYCAMORE, ABOUT 175 YARDS EAST OF U. S. HIGHWAY 241, 156 FEET
 DH0494'NORTHWEST OF THE NORTHWEST CORNER OF THE WEST WING OF THE BAPTIST
 DH0494'CHURCH BUILDING, 156 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 DH0494'THE MAIN CHURCH AUDITORIUM, 24.5 FEET SOUTH OF THE CENTER LINE OF AN
 DH0494'EAST-WEST STREET, 12 FEET WEST OF A FENCE CORNER, 6 FEET SOUTH OF
 DH0494'POWER POLE NO. 57, 2.5 FEET NORTH OF THE WIRE FENCE, 1.5 FEET EAST OF
 DH0494'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 DH0494'TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DH0494
 DH0494                          STATION RECOVERY (1981)
 DH0494
 DH0494'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DH0494'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0495 ***********************************************************************
 DH0495  DESIGNATION -  F 266 RESET
 DH0495  PID         -  DH0495
 DH0495  STATE/COUNTY-  AL/TALLADEGA
 DH0495  USGS QUAD   -  WINTERBORO (1984)
 DH0495
 DH0495                         *CURRENT SURVEY CONTROL
 DH0495  ___________________________________________________________________
 DH0495* NAD 83(1986)-  33 15 14.     (N)    086 12 45.     (W)     SCALED    
 DH0495* NAVD 88     -       169.57   (meters)     556.3    (feet)  RESET     
 DH0495  ___________________________________________________________________
 DH0495  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH0495
 DH0495  VERT ORDER  -  THIRD
 DH0495
 DH0495.The horizontal coordinates were scaled from a topographic map and have
 DH0495.an estimated accuracy of +/- 6 seconds.
 DH0495
 DH0495.The orthometric height was computed from unverified reset data.
 DH0495
 DH0495.The geoid height was determined by GEOID03.
 DH0495
 DH0495;                    North         East    Units  Estimated Accuracy
 DH0495;SPC AL E     -   305,420.      164,670.      MT  (+/- 180 meters Scaled)
 DH0495
 DH0495                          SUPERSEDED SURVEY CONTROL
 DH0495
 DH0495.No superseded survey control is available for this station.
 DH0495
 DH0495_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB733797(NAD 83)
 DH0495_MARKER: DB = BENCH MARK DISK
 DH0495_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0495_SP_SET: BUILDING
 DH0495_STAMPING: F 266 RESET 1956
 DH0495_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0495
 DH0495  HISTORY     - Date     Condition        Report By
 DH0495  HISTORY     - 1956     MONUMENTED       USGS
 DH0495
 DH0495                          STATION DESCRIPTION
 DH0495
 DH0495'DESCRIBED BY US GEOLOGICAL SURVEY 1956
 DH0495'IN SYCAMORE.
 DH0495'AT SYCAMORE, TALLADEGA COUNTY.  ABOUT 225 YARDS EAST OF U.S. HIGHWAY
 DH0495'241, SET VERTICALLY IN THE NORTH FACE OF THE MAIN AUDITORIUM OF THE
 DH0495'SYCAMORE BAPTIST CHURCH, 1 FOOT EAST OF THE NORTHWEST CORNER, 6.3 FEET
 DH0495'ABOVE THE BOTTOM STEP OF THE NORTHWEST ENTRANCE, 90 FEET SOUTH OF THE
 DH0495'CENTER LINE OF AN EAST-WEST STREET.  A STANDARD DISK, STAMPED F 266
 DH0495'RESET 1956.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0549 ***********************************************************************
 DH0549  DESIGNATION -  F 267
 DH0549  PID         -  DH0549
 DH0549  STATE/COUNTY-  AL/CLAY
 DH0549  USGS QUAD   -  PORTER GAP (1987)
 DH0549
 DH0549                         *CURRENT SURVEY CONTROL
 DH0549  ___________________________________________________________________
 DH0549* NAD 83(1986)-  33 16 00.     (N)    086 01 43.     (W)     SCALED    
 DH0549* NAVD 88     -       272.587  (meters)     894.31   (feet)  ADJUSTED  
 DH0549  ___________________________________________________________________
 DH0549  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DH0549  DYNAMIC HT  -         272.279 (meters)     893.30  (feet)  COMP
 DH0549  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 DH0549
 DH0549  VERT ORDER  -  SECOND    CLASS 0
 DH0549
 DH0549.The horizontal coordinates were scaled from a topographic map and have
 DH0549.an estimated accuracy of +/- 6 seconds.
 DH0549
 DH0549.The orthometric height was determined by differential leveling
 DH0549.and adjusted by the National Geodetic Survey in June 1991..
 DH0549
 DH0549.The geoid height was determined by GEOID03.
 DH0549
 DH0549.The dynamic height is computed by dividing the NAVD 88
 DH0549.geopotential number by the normal gravity value computed on the
 DH0549.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0549.degrees latitude (g = 980.6199 gals.).
 DH0549
 DH0549.The modeled gravity was interpolated from observed gravity values.
 DH0549
 DH0549;                    North         East    Units  Estimated Accuracy
 DH0549;SPC AL E     -   306,790.      181,810.      MT  (+/- 180 meters Scaled)
 DH0549
 DH0549                          SUPERSEDED SURVEY CONTROL
 DH0549
 DH0549  NGVD 29 (??/??/92)  272.516  (m)          894.08   (f) ADJ UNCH    2 0
 DH0549
 DH0549.Superseded values are not recommended for survey control.
 DH0549.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0549.See file dsdata.txt to determine how the superseded data were derived.
 DH0549
 DH0549_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB904812(NAD 83)
 DH0549_MARKER: DB = BENCH MARK DISK
 DH0549_SETTING: 66 = SET IN ROCK OUTCROP
 DH0549_SP_SET: ROCK LEDGE
 DH0549_STAMPING: F 267 1948
 DH0549_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0549+STABILITY: POSITION/ELEVATION WELL
 DH0549
 DH0549  HISTORY     - Date     Condition        Report By
 DH0549  HISTORY     - 1948     MONUMENTED       CGS
 DH0549  HISTORY     - 1969     MARK NOT FOUND   USGS
 DH0549
 DH0549                          STATION DESCRIPTION
 DH0549
 DH0549'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0549'5.0 MI S FROM CHANDLER.
 DH0549'ABOUT 5.0 MILES SOUTH ALONG HATCHET CREEK ROAD LEADING TO BULL GAP
 DH0549'CROSSROAD VIA CHANDLER SPRINGS SCHOOL FROM THE ATLANTIC COAST LINE
 DH0549'RAILROAD STATION AT CHANDLER, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF
 DH0549'A ROAD SOUTHEAST TO MILLERVILLE, ABOUT 35 YARDS SOUTHEAST OF A FARM
 DH0549'HOUSE, 215 FEET NORTHWEST OF THE CENTER OF A PLANK BRIDGE OVER HATCHET
 DH0549'CREEK, 111 FEET SOUTH OF A 14-INCH OAK TREE IN FARM HOUSE YARD, 25
 DH0549'FEET WEST OF THE CENTER LINE OF THE ROAD, 68 FEET WEST AND ACROSS THE
 DH0549'ROAD FROM THE 1ST POLE NORTH OF THE CREEK, SET IN THE TOP OF AN
 DH0549'OUTCROPPING LEDGE OF SANDSTONE ABOUT LEVEL WITH THE GROUND AND ABOUT 4
 DH0549'FEET ABOVE THE ROAD.  NOTE-- MARK IS ABOUT 0.1 MILE NORTH OF THE
 DH0549'JUNCTION OF CLAY CO. ROUTES 7 AND 18, 215 FT. NORTHWEST OF THE CULVERT
 DH0549'OVER HATCHET CREEK.  THE POWER POLE IS BETWEEN THE BLACKTOP AND THE
 DH0549'ROAD.
 DH0549
 DH0549                          STATION RECOVERY (1969)
 DH0549
 DH0549'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DH0549'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0584 ***********************************************************************
 DH0584  DESIGNATION -  F 268
 DH0584  PID         -  DH0584
 DH0584  STATE/COUNTY-  AL/COOSA
 DH0584  USGS QUAD   -  GOODWATER (1987)
 DH0584
 DH0584                         *CURRENT SURVEY CONTROL
 DH0584  ___________________________________________________________________
 DH0584* NAD 83(1986)-  33 04 53.     (N)    086 04 59.     (W)     SCALED    
 DH0584* NAVD 88     -       216.057  (meters)     708.85   (feet)  ADJUSTED  
 DH0584  ___________________________________________________________________
 DH0584  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH0584  DYNAMIC HT  -         215.809 (meters)     708.03  (feet)  COMP
 DH0584  MODELED GRAV-     979,486.9   (mgal)                       NAVD 88
 DH0584
 DH0584  VERT ORDER  -  SECOND    CLASS 0
 DH0584
 DH0584.The horizontal coordinates were scaled from a topographic map and have
 DH0584.an estimated accuracy of +/- 6 seconds.
 DH0584
 DH0584.The orthometric height was determined by differential leveling
 DH0584.and adjusted by the National Geodetic Survey in June 1991..
 DH0584
 DH0584.The geoid height was determined by GEOID03.
 DH0584
 DH0584.The dynamic height is computed by dividing the NAVD 88
 DH0584.geopotential number by the normal gravity value computed on the
 DH0584.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0584.degrees latitude (g = 980.6199 gals.).
 DH0584
 DH0584.The modeled gravity was interpolated from observed gravity values.
 DH0584
 DH0584;                    North         East    Units  Estimated Accuracy
 DH0584;SPC AL E     -   286,250.      176,690.      MT  (+/- 180 meters Scaled)
 DH0584
 DH0584                          SUPERSEDED SURVEY CONTROL
 DH0584
 DH0584  NGVD 29 (??/??/92)  216.013  (m)          708.70   (f) ADJ UNCH    2 0
 DH0584
 DH0584.Superseded values are not recommended for survey control.
 DH0584.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0584.See file dsdata.txt to determine how the superseded data were derived.
 DH0584
 DH0584_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB855606(NAD 83)
 DH0584_MARKER: DB = BENCH MARK DISK
 DH0584_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0584_SP_SET: BRIDGE
 DH0584_STAMPING: F 268 1948
 DH0584_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0584
 DH0584  HISTORY     - Date     Condition        Report By
 DH0584  HISTORY     - 1948     MONUMENTED       CGS
 DH0584
 DH0584                          STATION DESCRIPTION
 DH0584
 DH0584'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0584'2.15 MI SE FROM PARKDALE.
 DH0584'ABOUT 2.15 MILES SOUTHEAST ALONG U. S. HIGHWAY 241 FROM THE METHODIST
 DH0584'CHURCH AT PARKDALE, ABOUT 2.05 MILES NORTHWEST OF THE JUNCTION OF
 DH0584'STATE HIGHWAY 9 AT GOOD WATER, SET IN THE TOP OF THE SOUTHEAST WING
 DH0584'WALL OF A 210-FOOT CONCRETE BRIDGE OVER HATCHET CREEK, 14 FEET SOUTH
 DH0584'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT LEVEL WITH THE BRIDGE
 DH0584'FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1564 ***********************************************************************
 DG1564  DESIGNATION -  F 269
 DG1564  PID         -  DG1564
 DG1564  STATE/COUNTY-  AL/CLAY
 DG1564  USGS QUAD   -  MILLERVILLE (1983)
 DG1564
 DG1564                         *CURRENT SURVEY CONTROL
 DG1564  ___________________________________________________________________
 DG1564* NAD 83(1986)-  33 08 51.     (N)    085 53 40.     (W)     SCALED    
 DG1564* NAVD 88     -       271.213  (meters)     889.80   (feet)  ADJUSTED  
 DG1564  ___________________________________________________________________
 DG1564  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DG1564  DYNAMIC HT  -         270.903 (meters)     888.79  (feet)  COMP
 DG1564  MODELED GRAV-     979,489.2   (mgal)                       NAVD 88
 DG1564
 DG1564  VERT ORDER  -  SECOND    CLASS 0
 DG1564
 DG1564.The horizontal coordinates were scaled from a topographic map and have
 DG1564.an estimated accuracy of +/- 6 seconds.
 DG1564
 DG1564.The orthometric height was determined by differential leveling
 DG1564.and adjusted by the National Geodetic Survey in June 1991..
 DG1564
 DG1564.The geoid height was determined by GEOID03.
 DG1564
 DG1564.The dynamic height is computed by dividing the NAVD 88
 DG1564.geopotential number by the normal gravity value computed on the
 DG1564.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1564.degrees latitude (g = 980.6199 gals.).
 DG1564
 DG1564.The modeled gravity was interpolated from observed gravity values.
 DG1564
 DG1564;                    North         East    Units  Estimated Accuracy
 DG1564;SPC AL E     -   293,560.      194,300.      MT  (+/- 180 meters Scaled)
 DG1564
 DG1564                          SUPERSEDED SURVEY CONTROL
 DG1564
 DG1564  NGVD 29 (??/??/92)  271.164  (m)          889.64   (f) ADJ UNCH    2 0
 DG1564
 DG1564.Superseded values are not recommended for survey control.
 DG1564.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1564.See file dsdata.txt to determine how the superseded data were derived.
 DG1564
 DG1564_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB031681(NAD 83)
 DG1564_MARKER: DB = BENCH MARK DISK
 DG1564_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1564_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1564_STAMPING: F 269 1949
 DG1564_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1564+STABILITY: SURFACE MOTION
 DG1564
 DG1564  HISTORY     - Date     Condition        Report By
 DG1564  HISTORY     - 1949     MONUMENTED       CGS
 DG1564  HISTORY     - 1969     GOOD             USGS
 DG1564
 DG1564                          STATION DESCRIPTION
 DG1564
 DG1564'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1564'5.2 MI SE FROM MILLERVILLE.
 DG1564'ABOUT 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE
 DG1564'CEMETERY AT MILLERVILLE, THENCE ABOUT 4.0 MILES SOUTH AND SOUTHEAST
 DG1564'ALONG A DIRT ROAD LEADING TO GUTHRIES CHAPEL, ABOUT 1.1 MILES
 DG1564'NORTH OF GUTHRIES CHAPEL, AT THE JUNCTION OF A ROAD NORTHEAST,
 DG1564'60 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF A HOUSE,
 DG1564'38 1/2 FEET NORTHEAST OF THE CENTER OF THE JUNCTION, 30 FEET
 DG1564'EAST OF THE CENTER LINE OF THE ROAD NORTHEAST, 13 FEET NORTH
 DG1564'OF A 30-INCH OAK TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS
 DG1564'POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 DG1564
 DG1564                          STATION RECOVERY (1969)
 DG1564
 DG1564'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DG1564'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1524 ***********************************************************************
 DG1524  DESIGNATION -  F 270
 DG1524  PID         -  DG1524
 DG1524  STATE/COUNTY-  AL/TALLAPOOSA
 DG1524  USGS QUAD   -  NEW SITE (1969)
 DG1524
 DG1524                         *CURRENT SURVEY CONTROL
 DG1524  ___________________________________________________________________
 DG1524* NAD 83(1986)-  33 05 36.     (N)    085 48 51.     (W)     SCALED    
 DG1524* NAVD 88     -       270.402  (meters)     887.14   (feet)  ADJUSTED  
 DG1524  ___________________________________________________________________
 DG1524  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG1524  DYNAMIC HT  -         270.090 (meters)     886.12  (feet)  COMP
 DG1524  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 DG1524
 DG1524  VERT ORDER  -  SECOND    CLASS 0
 DG1524
 DG1524.The horizontal coordinates were scaled from a topographic map and have
 DG1524.an estimated accuracy of +/- 6 seconds.
 DG1524
 DG1524.The orthometric height was determined by differential leveling
 DG1524.and adjusted by the National Geodetic Survey in June 1991..
 DG1524
 DG1524.The geoid height was determined by GEOID03.
 DG1524
 DG1524.The dynamic height is computed by dividing the NAVD 88
 DG1524.geopotential number by the normal gravity value computed on the
 DG1524.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1524.degrees latitude (g = 980.6199 gals.).
 DG1524
 DG1524.The modeled gravity was interpolated from observed gravity values.
 DG1524
 DG1524;                    North         East    Units  Estimated Accuracy
 DG1524;SPC AL E     -   287,550.      201,790.      MT  (+/- 180 meters Scaled)
 DG1524
 DG1524                          SUPERSEDED SURVEY CONTROL
 DG1524
 DG1524  NGVD 29 (??/??/92)  270.352  (m)          886.98   (f) ADJ UNCH    2 0
 DG1524
 DG1524.Superseded values are not recommended for survey control.
 DG1524.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1524.See file dsdata.txt to determine how the superseded data were derived.
 DG1524
 DG1524_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB106622(NAD 83)
 DG1524_MARKER: DB = BENCH MARK DISK
 DG1524_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1524_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1524_STAMPING: F 270 1949
 DG1524_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1524+STABILITY: SURFACE MOTION
 DG1524
 DG1524  HISTORY     - Date     Condition        Report By
 DG1524  HISTORY     - 1949     MONUMENTED       CGS
 DG1524
 DG1524                          STATION DESCRIPTION
 DG1524
 DG1524'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1524'2.MI W FROM GOLDVILLE.
 DG1524'ABOUT 0.45 MILE NORTHWEST ALONG A DIRT ROAD FROM THE CROSSROADS AT
 DG1524'GOLDVILLE, THENCE ABOUT 1.6 MILES WEST ALONG A DIRT ROAD, ABOUT
 DG1524'0.45 MILE EAST OF A ROAD SOUTH, AT A CROSS ROAD, 88 FEET
 DG1524'SOUTH-SOUTHEAST OF THE CENTER OF THE INTERSECTION, 64 FEET
 DG1524'WEST-NORTHWEST OF AN OLD CHIMNEY, 62 FEET EAST OF THE CENTER
 DG1524'LINE OF THE ROAD SOUTH, 43 FEET SOUTH-SOUTHWEST OF THE CENTER
 DG1524'LINE OF THE ROAD, 25 FEET NORTHWEST OF A TRIANGULAR BLAZED
 DG1524'24-INCH OAK TREE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 DG1524'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DG1524'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1338 ***********************************************************************
 CM1338  DESIGNATION -  F 271
 CM1338  PID         -  CM1338
 CM1338  STATE/COUNTY-  AL/TALLAPOOSA
 CM1338  USGS QUAD   -  JACKSONS GAP (1971)
 CM1338
 CM1338                         *CURRENT SURVEY CONTROL
 CM1338  ___________________________________________________________________
 CM1338* NAD 83(1986)-  32 59 35.     (N)    085 50 08.     (W)     SCALED    
 CM1338* NAVD 88     -       218.664  (meters)     717.40   (feet)  ADJUSTED  
 CM1338  ___________________________________________________________________
 CM1338  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM1338  DYNAMIC HT  -         218.410 (meters)     716.57  (feet)  COMP
 CM1338  MODELED GRAV-     979,471.9   (mgal)                       NAVD 88
 CM1338
 CM1338  VERT ORDER  -  SECOND    CLASS 0
 CM1338
 CM1338.The horizontal coordinates were scaled from a topographic map and have
 CM1338.an estimated accuracy of +/- 6 seconds.
 CM1338
 CM1338.The orthometric height was determined by differential leveling
 CM1338.and adjusted by the National Geodetic Survey in June 1991..
 CM1338
 CM1338.The geoid height was determined by GEOID03.
 CM1338
 CM1338.The dynamic height is computed by dividing the NAVD 88
 CM1338.geopotential number by the normal gravity value computed on the
 CM1338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1338.degrees latitude (g = 980.6199 gals.).
 CM1338
 CM1338.The modeled gravity was interpolated from observed gravity values.
 CM1338
 CM1338;                    North         East    Units  Estimated Accuracy
 CM1338;SPC AL E     -   276,430.      199,790.      MT  (+/- 180 meters Scaled)
 CM1338
 CM1338                          SUPERSEDED SURVEY CONTROL
 CM1338
 CM1338  NGVD 29 (??/??/92)  218.634  (m)          717.30   (f) ADJ UNCH    2 0
 CM1338
 CM1338.Superseded values are not recommended for survey control.
 CM1338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1338.See file dsdata.txt to determine how the superseded data were derived.
 CM1338
 CM1338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB087511(NAD 83)
 CM1338_MARKER: DB = BENCH MARK DISK
 CM1338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1338_STAMPING: F 271 1949
 CM1338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1338+STABILITY: SURFACE MOTION
 CM1338
 CM1338  HISTORY     - Date     Condition        Report By
 CM1338  HISTORY     - 1949     MONUMENTED       CGS
 CM1338
 CM1338                          STATION DESCRIPTION
 CM1338
 CM1338'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CM1338'4.4 MI SW FROM NEW SITE.
 CM1338'ABOUT 4.45 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH
 CM1338'SCHOOL AT NEW SITE, ABOUT 75 YARDS NORTHEAST OF THE CREST OF A HILL,
 CM1338'AT THE NORTHEAST END OF A CUT AND AT A DIM ROAD SOUTH, 83 FEET SOUTH
 CM1338'OF THE CENTER OF THE JUNCTION, 61 FEET SOUTHEAST OF THE CENTER LINE
 CM1338'OF THE HIGHWAY, 54 FEET SOUTH OF A CURVE SIGN POST, 26 FEET
 CM1338'SOUTHWEST OF TELEPHONE POLE NO. 141, 18 FEET NORTHEAST OF A
 CM1338'TRIANGULAR BLAZED 8-INCH PINE TREE, 14 FEET EAST OF THE CENTER LINE
 CM1338'OF THE DIM ROAD, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 1/2
 CM1338'FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CM1338'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0600 ***********************************************************************
 DH0600  DESIGNATION -  F 272
 DH0600  PID         -  DH0600
 DH0600  STATE/COUNTY-  AL/COOSA
 DH0600  USGS QUAD   -  HOLLINS (1984)
 DH0600
 DH0600                         *CURRENT SURVEY CONTROL
 DH0600  ___________________________________________________________________
 DH0600* NAD 83(1986)-  33 04 09.     (N)    086 08 10.     (W)     SCALED    
 DH0600* NAVD 88     -       252.102  (meters)     827.10   (feet)  POSTED    
 DH0600  ___________________________________________________________________
 DH0600  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH0600  DYNAMIC HT  -         251.810 (meters)     826.15  (feet)  COMP
 DH0600  MODELED GRAV-     979,487.4   (mgal)                       NAVD 88
 DH0600
 DH0600  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH0600
 DH0600.The horizontal coordinates were scaled from a topographic map and have
 DH0600.an estimated accuracy of +/- 6 seconds.
 DH0600
 DH0600.The orthometric height was determined by differential leveling
 DH0600.and adjusted by the National Geodetic Survey in 1992..
 DH0600.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH0600.rate of 0.0 thru 1.0 mm/km.
 DH0600
 DH0600.The geoid height was determined by GEOID03.
 DH0600
 DH0600.The dynamic height is computed by dividing the NAVD 88
 DH0600.geopotential number by the normal gravity value computed on the
 DH0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0600.degrees latitude (g = 980.6199 gals.).
 DH0600
 DH0600.The modeled gravity was interpolated from observed gravity values.
 DH0600
 DH0600;                    North         East    Units  Estimated Accuracy
 DH0600;SPC AL E     -   284,910.      171,730.      MT  (+/- 180 meters Scaled)
 DH0600
 DH0600                          SUPERSEDED SURVEY CONTROL
 DH0600
 DH0600  NGVD 29 (??/??/92)  252.054  (m)          826.95   (f) ADJ UNCH    2 0
 DH0600
 DH0600.Superseded values are not recommended for survey control.
 DH0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0600.See file dsdata.txt to determine how the superseded data were derived.
 DH0600
 DH0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB806592(NAD 83)
 DH0600_MARKER: DB = BENCH MARK DISK
 DH0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0600_STAMPING: F 272 1949
 DH0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0600+STABILITY: SURFACE MOTION
 DH0600
 DH0600  HISTORY     - Date     Condition        Report By
 DH0600  HISTORY     - 1949     MONUMENTED       CGS
 DH0600
 DH0600                          STATION DESCRIPTION
 DH0600
 DH0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0600'2.45 MI SW FROM PARKDALE.
 DH0600'ABOUT 2.45 MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO HANOVER
 DH0600'FROM THE PARKDALE METHODIST CHURCH AND JUNCTION OF U.S. HIGHWAY 241 AT
 DH0600'PARKDALE, AT THE MT. OLIVE BAPTIST CHURCH AND CEMETERY, ABOUT 0.1 MILE
 DH0600'SOUTHWEST OF A CROSSROAD AND STORE, ON THE OUTSIDE OF A CURVE WITH
 DH0600'TANGENTS NORTHEAST AND SOUTH, ABOUT 0.2 MILE NORTH OF A ROAD SOUTH AND
 DH0600'A SMALL CHURCH, CEMETERY AND SCHOOL, 110 FEET EAST-SOUTHEAST OF THE
 DH0600'NORTHEAST CORNER OF THE CHURCH, 46 FEET NORTHWEST OF THE CENTER LINE
 DH0600'OF THE ROAD, 33 FEET SOUTHWEST OF A HIGHWAY R/W MARKER POST, 11 1/2
 DH0600'FEET SOUTHWEST OF AN 18-INCH OAK TREE, 1 1/2 FEET SOUTHWEST OF A WHITE
 DH0600'WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 DH0600'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1333 ***********************************************************************
 CM1333  DESIGNATION -  F 273
 CM1333  PID         -  CM1333
 CM1333  STATE/COUNTY-  AL/TALLAPOOSA
 CM1333  USGS QUAD   -  OUR TOWN (1971)
 CM1333
 CM1333                         *CURRENT SURVEY CONTROL
 CM1333  ___________________________________________________________________
 CM1333* NAD 83(1986)-  32 46 00.     (N)    085 56 38.     (W)     SCALED    
 CM1333* NAVD 88     -       195.515  (meters)     641.45   (feet)  ADJUSTED  
 CM1333  ___________________________________________________________________
 CM1333  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CM1333  DYNAMIC HT  -         195.284 (meters)     640.69  (feet)  COMP
 CM1333  MODELED GRAV-     979,455.5   (mgal)                       NAVD 88
 CM1333
 CM1333  VERT ORDER  -  SECOND    CLASS 0
 CM1333
 CM1333.The horizontal coordinates were scaled from a topographic map and have
 CM1333.an estimated accuracy of +/- 6 seconds.
 CM1333
 CM1333.The orthometric height was determined by differential leveling
 CM1333.and adjusted by the National Geodetic Survey in June 1991..
 CM1333
 CM1333.The geoid height was determined by GEOID03.
 CM1333
 CM1333.The dynamic height is computed by dividing the NAVD 88
 CM1333.geopotential number by the normal gravity value computed on the
 CM1333.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1333.degrees latitude (g = 980.6199 gals.).
 CM1333
 CM1333.The modeled gravity was interpolated from observed gravity values.
 CM1333
 CM1333;                    North         East    Units  Estimated Accuracy
 CM1333;SPC AL E     -   251,320.      189,640.      MT  (+/- 180 meters Scaled)
 CM1333
 CM1333                          SUPERSEDED SURVEY CONTROL
 CM1333
 CM1333  NGVD 29 (??/??/92)  195.494  (m)          641.38   (f) ADJ UNCH    2 0
 CM1333
 CM1333.Superseded values are not recommended for survey control.
 CM1333.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1333.See file dsdata.txt to determine how the superseded data were derived.
 CM1333
 CM1333_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB989259(NAD 83)
 CM1333_MARKER: DB = BENCH MARK DISK
 CM1333_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1333_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1333_STAMPING: F 273 1949
 CM1333_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1333+STABILITY: SURFACE MOTION
 CM1333
 CM1333  HISTORY     - Date     Condition        Report By
 CM1333  HISTORY     - 1949     MONUMENTED       CGS
 CM1333  HISTORY     - 1971     GOOD             NGS
 CM1333
 CM1333                          STATION DESCRIPTION
 CM1333
 CM1333'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CM1333'AT BENSON.
 CM1333'AT BENSON, ABOUT 0.1 MILE NORTH ALONG STATE HIGHWAY 63 FROM THE
 CM1333'COTTON GIN, AT THE RUSSEL RESIDENCE, 109 FEET NORTHEAST OF THE
 CM1333'NORTHEAST CORNER OF THE HOUSE, 300 FEET NORTH OF THE CENTER
 CM1333'OF THE JUNCTION OF A ROAD EAST, 57 FEET WEST-SOUTHWEST OF A
 CM1333'HIGHWAY CURVE SIGN POST, 40 FEET WEST-NORTHWEST OF THE CENTER LINE
 CM1333'OF THE HIGHWAY, 3 FEET SOUTH OF A FENCE CORNER, 1 1/2 FEET NORTH
 CM1333'OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE HIGHWAY AND
 CM1333'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CM1333
 CM1333                          STATION RECOVERY (1971)
 CM1333
 CM1333'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CM1333'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1483 ***********************************************************************
 DG1483  DESIGNATION -  F 274
 DG1483  PID         -  DG1483
 DG1483  STATE/COUNTY-  AL/TALLAPOOSA
 DG1483  USGS QUAD   -  DAVISTON (1969)
 DG1483
 DG1483                         *CURRENT SURVEY CONTROL
 DG1483  ___________________________________________________________________
 DG1483* NAD 83(1986)-  33 01 37.     (N)    085 42 36.     (W)     SCALED    
 DG1483* NAVD 88     -       209.565  (meters)     687.55   (feet)  ADJUSTED  
 DG1483  ___________________________________________________________________
 DG1483  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DG1483  DYNAMIC HT  -         209.323 (meters)     686.75  (feet)  COMP
 DG1483  MODELED GRAV-     979,479.4   (mgal)                       NAVD 88
 DG1483
 DG1483  VERT ORDER  -  SECOND    CLASS 0
 DG1483
 DG1483.The horizontal coordinates were scaled from a topographic map and have
 DG1483.an estimated accuracy of +/- 6 seconds.
 DG1483
 DG1483.The orthometric height was determined by differential leveling
 DG1483.and adjusted by the National Geodetic Survey in June 1991..
 DG1483
 DG1483.The geoid height was determined by GEOID03.
 DG1483
 DG1483.The dynamic height is computed by dividing the NAVD 88
 DG1483.geopotential number by the normal gravity value computed on the
 DG1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1483.degrees latitude (g = 980.6199 gals.).
 DG1483
 DG1483.The modeled gravity was interpolated from observed gravity values.
 DG1483
 DG1483;                    North         East    Units  Estimated Accuracy
 DG1483;SPC AL E     -   280,190.      211,520.      MT  (+/- 180 meters Scaled)
 DG1483
 DG1483                          SUPERSEDED SURVEY CONTROL
 DG1483
 DG1483  NGVD 29 (??/??/92)  209.518  (m)          687.39   (f) ADJ UNCH    2 0
 DG1483
 DG1483.Superseded values are not recommended for survey control.
 DG1483.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1483.See file dsdata.txt to determine how the superseded data were derived.
 DG1483
 DG1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB204550(NAD 83)
 DG1483_MARKER: DB = BENCH MARK DISK
 DG1483_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1483_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1483_STAMPING: F 274 1949
 DG1483_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1483+STABILITY: SURFACE MOTION
 DG1483
 DG1483  HISTORY     - Date     Condition        Report By
 DG1483  HISTORY     - 1949     MONUMENTED       CGS
 DG1483
 DG1483                          STATION DESCRIPTION
 DG1483
 DG1483'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1483'5.5 MI E FROM NEW SITE.
 DG1483'ABOUT 5.5 MILES EAST ALONG STATE HIGHWAY 63 FROM THE HIGH SCHOOL
 DG1483'AT NEW SITE, ABOUT 4.55 MILES SOUTHWEST OF THE HIGH SCHOOL AT
 DG1483'DAVISTON, ABOUT 0.75 MILE EAST OF A CHURCH ON SOUTH SIDE OF
 DG1483'HIGHWAY, ABOUT 0.65 MILE SOUTHWEST OF A BRIDGE OVER A CREEK, ABOUT
 DG1483'0.15 MILE EAST OF A ROAD LEADING SOUTH, AT A FENCE CORNER NORTH OF
 DG1483'HIGHWAY, 190 FEET NORTH AND ACROSS THE HIGHWAY FROM A WELL AT AN
 DG1483'OLD FARM HOUSE, 48 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 DG1483'21 FEET NORTHEAST OF A TELEPHONE POLE, 5 1/2 FEET NORTH OF THE
 DG1483'FENCE CORNER, 1 1/2 FEET WEST OF THE FENCE LINE NORTH, 2 FEET
 DG1483'NORTH OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE HIGHWAY
 DG1483'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0831 ***********************************************************************
 DH0831  DESIGNATION -  F 275
 DH0831  PID         -  DH0831
 DH0831  STATE/COUNTY-  AL/SHELBY
 DH0831  USGS QUAD   -  ALABASTER (1980)
 DH0831
 DH0831                         *CURRENT SURVEY CONTROL
 DH0831  ___________________________________________________________________
 DH0831* NAD 83(1986)-  33 13 28.     (N)    086 48 27.     (W)     SCALED    
 DH0831* NAVD 88     -       171.339  (meters)     562.13   (feet)  ADJUSTED  
 DH0831  ___________________________________________________________________
 DH0831  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0831  DYNAMIC HT  -         171.148 (meters)     561.51  (feet)  COMP
 DH0831  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 DH0831
 DH0831  VERT ORDER  -  SECOND    CLASS 0
 DH0831
 DH0831.The horizontal coordinates were scaled from a topographic map and have
 DH0831.an estimated accuracy of +/- 6 seconds.
 DH0831
 DH0831.The orthometric height was determined by differential leveling
 DH0831.and adjusted by the National Geodetic Survey in June 1991..
 DH0831
 DH0831.The geoid height was determined by GEOID03.
 DH0831
 DH0831.The dynamic height is computed by dividing the NAVD 88
 DH0831.geopotential number by the normal gravity value computed on the
 DH0831.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0831.degrees latitude (g = 980.6199 gals.).
 DH0831
 DH0831.The modeled gravity was interpolated from observed gravity values.
 DH0831
 DH0831;                    North         East    Units  Estimated Accuracy
 DH0831;SPC AL W     -   357,720.      664,550.      MT  (+/- 180 meters Scaled)
 DH0831
 DH0831                          SUPERSEDED SURVEY CONTROL
 DH0831
 DH0831  NGVD 29 (??/??/92)  171.298  (m)          562.00   (f) ADJ UNCH    2 0
 DH0831
 DH0831.Superseded values are not recommended for survey control.
 DH0831.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0831.See file dsdata.txt to determine how the superseded data were derived.
 DH0831
 DH0831_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB179761(NAD 83)
 DH0831_MARKER: DB = BENCH MARK DISK
 DH0831_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0831_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0831_STAMPING: F 275 1948
 DH0831_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0831+STABILITY: SURFACE MOTION
 DH0831
 DH0831  HISTORY     - Date     Condition        Report By
 DH0831  HISTORY     - 1948     MONUMENTED       CGS
 DH0831
 DH0831                          STATION DESCRIPTION
 DH0831
 DH0831'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0831'1.15 MI NW FROM SAGINAW.
 DH0831'ABOUT 1.15 MILES NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE
 DH0831'AT SAGINAW, ABOUT 1.1 MILES SOUTH OF THE SCHOOL OF COLORED AT
 DH0831'ALABASTER, 150 YARDS SOUTH OF A 3-FOOT CONCRETE CULVERT, AT THE NORTH
 DH0831'END OF A CUT, 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 4 FEET
 DH0831'NORTH OF A TELEPHONE POLE 18 FEET NORTH-NORTHEAST OF AN 18-INCH PINE
 DH0831'TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 DH0831'THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0847 ***********************************************************************
 DH0847  DESIGNATION -  F 276
 DH0847  PID         -  DH0847
 DH0847  STATE/COUNTY-  AL/SHELBY
 DH0847  USGS QUAD   -  BOUNDS LAKE (1980)
 DH0847
 DH0847                         *CURRENT SURVEY CONTROL
 DH0847  ___________________________________________________________________
 DH0847* NAD 83(1986)-  33 10 41.     (N)    086 40 02.     (W)     SCALED    
 DH0847* NAVD 88     -       163.979  (meters)     537.99   (feet)  ADJUSTED  
 DH0847  ___________________________________________________________________
 DH0847  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0847  DYNAMIC HT  -         163.795 (meters)     537.38  (feet)  COMP
 DH0847  MODELED GRAV-     979,513.6   (mgal)                       NAVD 88
 DH0847
 DH0847  VERT ORDER  -  SECOND    CLASS 0
 DH0847
 DH0847.The horizontal coordinates were scaled from a topographic map and have
 DH0847.an estimated accuracy of +/- 6 seconds.
 DH0847
 DH0847.The orthometric height was determined by differential leveling
 DH0847.and adjusted by the National Geodetic Survey in June 1991..
 DH0847
 DH0847.The geoid height was determined by GEOID03.
 DH0847
 DH0847.The dynamic height is computed by dividing the NAVD 88
 DH0847.geopotential number by the normal gravity value computed on the
 DH0847.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0847.degrees latitude (g = 980.6199 gals.).
 DH0847
 DH0847.The modeled gravity was interpolated from observed gravity values.
 DH0847
 DH0847;                    North         East    Units  Estimated Accuracy
 DH0847;SPC AL W     -   352,670.      677,670.      MT  (+/- 180 meters Scaled)
 DH0847
 DH0847                          SUPERSEDED SURVEY CONTROL
 DH0847
 DH0847  NGVD 29 (??/??/92)  163.929  (m)          537.82   (f) ADJ UNCH    2 0
 DH0847
 DH0847.Superseded values are not recommended for survey control.
 DH0847.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0847.See file dsdata.txt to determine how the superseded data were derived.
 DH0847
 DH0847_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB310710(NAD 83)
 DH0847_MARKER: DB = BENCH MARK DISK
 DH0847_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0847_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0847_STAMPING: F 276 1949
 DH0847_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0847+STABILITY: SURFACE MOTION
 DH0847
 DH0847  HISTORY     - Date     Condition        Report By
 DH0847  HISTORY     - 1949     MONUMENTED       CGS
 DH0847  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0847
 DH0847                          STATION DESCRIPTION
 DH0847
 DH0847'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0847'6.5 MI W FROM COLUMBIANA.
 DH0847'ABOUT 4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0847'AT COLUMBIANA, THENCE ABOUT 2.2 MILES NORTH AND NORTHEAST ALONG A
 DH0847'GRAVEL ROAD, IN ROAD TRIANGLE AT THE JUNCTION OF A ROAD NORTH, 31 FEET
 DH0847'SOUTH OF THE CENTER LINE OF THE NORTH PART OF THE ROAD TRIANGLE, 27
 DH0847'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD SOUTHWEST, 2 FEET SOUTH
 DH0847'OF A WHITE WOODEN WITNESS POST, 30.5 FEET NORTHEAST OF A 20-INCH PINE
 DH0847'TREE, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0847'PROJECTING 3 INCHES.
 DH0847
 DH0847                          STATION RECOVERY (1975)
 DH0847
 DH0847'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0847'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0896 ***********************************************************************
 DH0896  DESIGNATION -  F 277
 DH0896  PID         -  DH0896
 DH0896  STATE/COUNTY-  AL/SHELBY
 DH0896  USGS QUAD   -  COLUMBIANA (1980)
 DH0896
 DH0896                         *CURRENT SURVEY CONTROL
 DH0896  ___________________________________________________________________
 DH0896* NAD 83(1986)-  33 10 46.     (N)    086 37 27.     (W)     SCALED    
 DH0896* NAVD 88     -       155.401  (meters)     509.84   (feet)  ADJUSTED  
 DH0896  ___________________________________________________________________
 DH0896  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0896  DYNAMIC HT  -         155.227 (meters)     509.27  (feet)  COMP
 DH0896  MODELED GRAV-     979,514.6   (mgal)                       NAVD 88
 DH0896
 DH0896  VERT ORDER  -  SECOND    CLASS 0
 DH0896
 DH0896.The horizontal coordinates were scaled from a topographic map and have
 DH0896.an estimated accuracy of +/- 6 seconds.
 DH0896
 DH0896.The orthometric height was determined by differential leveling
 DH0896.and adjusted by the National Geodetic Survey in June 1991..
 DH0896
 DH0896.The geoid height was determined by GEOID03.
 DH0896
 DH0896.The dynamic height is computed by dividing the NAVD 88
 DH0896.geopotential number by the normal gravity value computed on the
 DH0896.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0896.degrees latitude (g = 980.6199 gals.).
 DH0896
 DH0896.The modeled gravity was interpolated from observed gravity values.
 DH0896
 DH0896;                    North         East    Units  Estimated Accuracy
 DH0896;SPC AL W     -   352,850.      681,680.      MT  (+/- 180 meters Scaled)
 DH0896
 DH0896                          SUPERSEDED SURVEY CONTROL
 DH0896
 DH0896  NGVD 29 (??/??/92)  155.352  (m)          509.68   (f) ADJ UNCH    2 0
 DH0896
 DH0896.Superseded values are not recommended for survey control.
 DH0896.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0896.See file dsdata.txt to determine how the superseded data were derived.
 DH0896
 DH0896_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB350712(NAD 83)
 DH0896_MARKER: DB = BENCH MARK DISK
 DH0896_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0896_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0896_STAMPING: F 277 1949
 DH0896_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0896+STABILITY: SURFACE MOTION
 DH0896
 DH0896  HISTORY     - Date     Condition        Report By
 DH0896  HISTORY     - 1949     MONUMENTED       CGS
 DH0896  HISTORY     - 1974     MARK NOT FOUND   USGS
 DH0896
 DH0896                          STATION DESCRIPTION
 DH0896
 DH0896'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0896'1.1 MI W FROM COLUMBIANA.
 DH0896'ABOUT 1.1 MILES WEST ALONG A ROAD TO THE COLUMBIANA AIRPORT FROM THE
 DH0896'COURT HOUSE AT COLUMBIANA, AT THE ENTRANCE DRIVE TO THE AIRPORT, 4
 DH0896'FEET EAST OF A ROUND CONCRETE AND STONE MOUND 3 1/2 FEET IN DIAMETER
 DH0896'MARKING THE SOUTHEAST CORNER OF THE NORTH-SOUTH RUNWAY, ABOUT 0.1 MILE
 DH0896'SOUTHWEST OF THE RED BRICK HANGAR, 73 FEET WEST OF THE CENTER LINE OF
 DH0896'THE ENTRANCE DRIVE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 DH0896'LEVEL WITH THE RUNWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DH0896'3 INCHES.  NOTE-- NEW CONSTRUCTION AT THIS LOCATION.
 DH0896
 DH0896                          STATION RECOVERY (1974)
 DH0896
 DH0896'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DH0896'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0903 ***********************************************************************
 DH0903  DESIGNATION -  F 278
 DH0903  PID         -  DH0903
 DH0903  STATE/COUNTY-  AL/SHELBY
 DH0903  USGS QUAD   -  COLUMBIANA (1980)
 DH0903
 DH0903                         *CURRENT SURVEY CONTROL
 DH0903  ___________________________________________________________________
 DH0903* NAD 83(1986)-  33 13 32.     (N)    086 34 02.     (W)     SCALED    
 DH0903* NAVD 88     -       139.425  (meters)     457.43   (feet)  ADJUSTED  
 DH0903  ___________________________________________________________________
 DH0903  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0903  DYNAMIC HT  -         139.270 (meters)     456.92  (feet)  COMP
 DH0903  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 DH0903
 DH0903  VERT ORDER  -  SECOND    CLASS 0
 DH0903
 DH0903.The horizontal coordinates were scaled from a topographic map and have
 DH0903.an estimated accuracy of +/- 6 seconds.
 DH0903
 DH0903.The orthometric height was determined by differential leveling
 DH0903.and adjusted by the National Geodetic Survey in June 1991..
 DH0903
 DH0903.The geoid height was determined by GEOID03.
 DH0903
 DH0903.The dynamic height is computed by dividing the NAVD 88
 DH0903.geopotential number by the normal gravity value computed on the
 DH0903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0903.degrees latitude (g = 980.6199 gals.).
 DH0903
 DH0903.The modeled gravity was interpolated from observed gravity values.
 DH0903
 DH0903;                    North         East    Units  Estimated Accuracy
 DH0903;SPC AL W     -   358,010.      686,940.      MT  (+/- 180 meters Scaled)
 DH0903
 DH0903                          SUPERSEDED SURVEY CONTROL
 DH0903
 DH0903  NGVD 29 (??/??/92)  139.375  (m)          457.27   (f) ADJ UNCH    2 0
 DH0903
 DH0903.Superseded values are not recommended for survey control.
 DH0903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0903.See file dsdata.txt to determine how the superseded data were derived.
 DH0903
 DH0903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB403763(NAD 83)
 DH0903_MARKER: DB = BENCH MARK DISK
 DH0903_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0903_SP_SET: CULVERT
 DH0903_STAMPING: F 278 1949
 DH0903_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0903
 DH0903  HISTORY     - Date     Condition        Report By
 DH0903  HISTORY     - 1949     MONUMENTED       CGS
 DH0903
 DH0903                          STATION DESCRIPTION
 DH0903
 DH0903'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0903'4.3 MI NE FROM COLUMBIANA.
 DH0903'ABOUT 4.3 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0903'AT COLUMBIANA, ABOUT 100 YARDS WEST OF THE JUNCTION OF A ROAD NORTH TO
 DH0903'BLUE SPRINGS CHURCH, SET IN THE TOP OF THE EAST END OF THE NORTH HEAD
 DH0903'WALL OF A 16-FOOT CONCRETE CULVERT WITH PARTITION, 14 FEET NORTH OF
 DH0903'AND ABOUT LEVEL WITH THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0771 ***********************************************************************
 DH0771  DESIGNATION -  F 279
 DH0771  PID         -  DH0771
 DH0771  STATE/COUNTY-  AL/SHELBY
 DH0771  USGS QUAD   -  SHELBY (1980)
 DH0771
 DH0771                         *CURRENT SURVEY CONTROL
 DH0771  ___________________________________________________________________
 DH0771* NAD 83(1986)-  33 04 25.     (N)    086 34 47.     (W)     SCALED    
 DH0771* NAVD 88     -       146.624  (meters)     481.05   (feet)  ADJUSTED  
 DH0771  ___________________________________________________________________
 DH0771  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0771  DYNAMIC HT  -         146.458 (meters)     480.50  (feet)  COMP
 DH0771  MODELED GRAV-     979,503.4   (mgal)                       NAVD 88
 DH0771
 DH0771  VERT ORDER  -  SECOND    CLASS 0
 DH0771
 DH0771.The horizontal coordinates were scaled from a topographic map and have
 DH0771.an estimated accuracy of +/- 6 seconds.
 DH0771
 DH0771.The orthometric height was determined by differential leveling
 DH0771.and adjusted by the National Geodetic Survey in June 1991..
 DH0771
 DH0771.The geoid height was determined by GEOID03.
 DH0771
 DH0771.The dynamic height is computed by dividing the NAVD 88
 DH0771.geopotential number by the normal gravity value computed on the
 DH0771.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0771.degrees latitude (g = 980.6199 gals.).
 DH0771
 DH0771.The modeled gravity was interpolated from observed gravity values.
 DH0771
 DH0771;                    North         East    Units  Estimated Accuracy
 DH0771;SPC AL W     -   341,150.      685,930.      MT  (+/- 180 meters Scaled)
 DH0771
 DH0771                          SUPERSEDED SURVEY CONTROL
 DH0771
 DH0771  NGVD 29 (??/??/92)  146.577  (m)          480.89   (f) ADJ UNCH    2 0
 DH0771
 DH0771.Superseded values are not recommended for survey control.
 DH0771.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0771.See file dsdata.txt to determine how the superseded data were derived.
 DH0771
 DH0771_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB392595(NAD 83)
 DH0771_MARKER: DB = BENCH MARK DISK
 DH0771_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0771_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0771_STAMPING: F 279 1949
 DH0771_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0771+STABILITY: SURFACE MOTION
 DH0771
 DH0771  HISTORY     - Date     Condition        Report By
 DH0771  HISTORY     - 1949     MONUMENTED       CGS
 DH0771
 DH0771                          STATION DESCRIPTION
 DH0771
 DH0771'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0771'3.65 MI SE FROM SHELBY.
 DH0771'ABOUT 0.7 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 DH0771'THE STATION AT SHELBY, THENCE ABOUT 1.35 MILES SOUTHEAST ALONG A
 DH0771'GRAVEL ROAD, THENCE ABOUT 1.6 MILES SOUTH ALONG A ROAD, ABOUT 2.6
 DH0771'MILES NORTH OF THE CHILTON-SHELBY COUNTY LINE AND THE BRIDGE OVER
 DH0771'WAXAHATCHEE CREEK, AT THE JUNCTION OF A DIM ROAD EAST, 29 FEET EAST OF
 DH0771'THE CENTER LINE OF THE MAIN ROAD, 14 FEET NORTH OF THE CENTER LINE OF
 DH0771'THE SIDE ROAD EAST, 31 FEET SOUTHEAST OF AN 18-INCH WHITE OAK TREE, 2
 DH0771'FEET EAST OF A WHITE WOODEN WITNESS POST, 0.5 FOOT BELOW THE MAIN ROAD
 DH0771'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0755 ***********************************************************************
 DH0755  DESIGNATION -  F 280
 DH0755  PID         -  DH0755
 DH0755  STATE/COUNTY-  AL/CHILTON
 DH0755  USGS QUAD   -  OZAN (1979)
 DH0755
 DH0755                         *CURRENT SURVEY CONTROL
 DH0755  ___________________________________________________________________
 DH0755* NAD 83(1986)-  33 00 23.     (N)    086 42 00.     (W)     SCALED    
 DH0755* NAVD 88     -       189.364  (meters)     621.27   (feet)  ADJUSTED  
 DH0755  ___________________________________________________________________
 DH0755  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH0755  DYNAMIC HT  -         189.147 (meters)     620.56  (feet)  COMP
 DH0755  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 DH0755
 DH0755  VERT ORDER  -  SECOND    CLASS 0
 DH0755
 DH0755.The horizontal coordinates were scaled from a topographic map and have
 DH0755.an estimated accuracy of +/- 6 seconds.
 DH0755
 DH0755.The orthometric height was determined by differential leveling
 DH0755.and adjusted by the National Geodetic Survey in June 1991..
 DH0755
 DH0755.The geoid height was determined by GEOID03.
 DH0755
 DH0755.The dynamic height is computed by dividing the NAVD 88
 DH0755.geopotential number by the normal gravity value computed on the
 DH0755.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0755.degrees latitude (g = 980.6199 gals.).
 DH0755
 DH0755.The modeled gravity was interpolated from observed gravity values.
 DH0755
 DH0755;                    North         East    Units  Estimated Accuracy
 DH0755;SPC AL W     -   333,610.      674,750.      MT  (+/- 180 meters Scaled)
 DH0755
 DH0755                          SUPERSEDED SURVEY CONTROL
 DH0755
 DH0755  NGVD 29 (??/??/92)  189.315  (m)          621.11   (f) ADJ UNCH    2 0
 DH0755
 DH0755.Superseded values are not recommended for survey control.
 DH0755.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0755.See file dsdata.txt to determine how the superseded data were derived.
 DH0755
 DH0755_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB280520(NAD 83)
 DH0755_MARKER: DB = BENCH MARK DISK
 DH0755_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0755_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0755_STAMPING: F 280 1960
 DH0755_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0755+STABILITY: SURFACE MOTION
 DH0755
 DH0755  HISTORY     - Date     Condition        Report By
 DH0755  HISTORY     - 1960     MONUMENTED       CGS
 DH0755  HISTORY     - 1960     GOOD             NGS
 DH0755
 DH0755                          STATION DESCRIPTION
 DH0755
 DH0755'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 DH0755'4.5 MI NE FROM JEMISON.
 DH0755'LOCATED 0.1 MILE NORTH ALONG STATE HIGHWAY 31 FROM THE HIGH SCHOOL AT
 DH0755'JEMISON, THENCE NORTHEAST ALONG A BLACK TOP ROAD FOR 1.6 MILES TO THE
 DH0755'CROSSROAD NEAR THE OAK HILL CHURCH, CONTINUE NORTHEAST FOR 0.65 MILE
 DH0755'TO A FORK, TAKE RIGHT FORK AND GO 0.3 MILE TO THE ROCKY MOUNT CHURCH,
 DH0755'CONTINUE 1.2 MILES TO THE OVERPASS OVER THE INTERSTATE HIGHWAY,
 DH0755'CONTINUE 0.15 MILE, TURN SHARPE LEFT AND GO NORTHWEST THEN SWINGING
 DH0755'NORTHEAST FOR 0.6 MILE FOLLOWING OLD GRAVELED ROAD TO THE MARK ON THE
 DH0755'RIGHT, 276 FEET NORTHEAST OF A REVERSED FORK, 29 FEET SOUTHWEST OF THE
 DH0755'CENTER OF THE ROAD, 57 FEET NORTHEAST OF THE CENTER OF AN OLD LOGGING
 DH0755'ROAD AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST. IT IS A STANDARD
 DH0755'DISK SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST FLUSH WITH THE
 DH0755'GROUND AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0405 ***********************************************************************
 DH0405  DESIGNATION -  F 281
 DH0405  PID         -  DH0405
 DH0405  STATE/COUNTY-  AL/TALLADEGA
 DH0405  USGS QUAD   -  SYLACAUGA WEST (1980)
 DH0405
 DH0405                         *CURRENT SURVEY CONTROL
 DH0405  ___________________________________________________________________
 DH0405* NAD 83(1986)-  33 09 49.     (N)    086 17 05.     (W)     SCALED    
 DH0405* NAVD 88     -       178.382  (meters)     585.24   (feet)  ADJUSTED  
 DH0405  ___________________________________________________________________
 DH0405  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH0405  DYNAMIC HT  -         178.182 (meters)     584.59  (feet)  COMP
 DH0405  MODELED GRAV-     979,511.3   (mgal)                       NAVD 88
 DH0405
 DH0405  VERT ORDER  -  SECOND    CLASS 0
 DH0405
 DH0405.The horizontal coordinates were scaled from a topographic map and have
 DH0405.an estimated accuracy of +/- 6 seconds.
 DH0405
 DH0405.The orthometric height was determined by differential leveling
 DH0405.and adjusted by the National Geodetic Survey in June 1991..
 DH0405
 DH0405.The geoid height was determined by GEOID03.
 DH0405
 DH0405.The dynamic height is computed by dividing the NAVD 88
 DH0405.geopotential number by the normal gravity value computed on the
 DH0405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0405.degrees latitude (g = 980.6199 gals.).
 DH0405
 DH0405.The modeled gravity was interpolated from observed gravity values.
 DH0405
 DH0405;                    North         East    Units  Estimated Accuracy
 DH0405;SPC AL E     -   295,430.      157,900.      MT  (+/- 180 meters Scaled)
 DH0405
 DH0405                          SUPERSEDED SURVEY CONTROL
 DH0405
 DH0405  NGVD 29 (??/??/92)  178.321  (m)          585.04   (f) ADJ UNCH    2 0
 DH0405
 DH0405.Superseded values are not recommended for survey control.
 DH0405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0405.See file dsdata.txt to determine how the superseded data were derived.
 DH0405
 DH0405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB666696(NAD 83)
 DH0405_MARKER: DB = BENCH MARK DISK
 DH0405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0405_STAMPING: F 281 1949
 DH0405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0405+STABILITY: SURFACE MOTION
 DH0405
 DH0405  HISTORY     - Date     Condition        Report By
 DH0405  HISTORY     - 1949     MONUMENTED       CGS
 DH0405  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0405
 DH0405                          STATION DESCRIPTION
 DH0405
 DH0405'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0405'1.8 MI SE FROM GANTT JUNCTION.
 DH0405'ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 DH0405'NASHVILLE RAILROAD STATION AT GANTT JUNCTION, THENCE ABOUT 0.8 MILE
 DH0405'EAST ALONG A BLACK TOP ROAD (SYLACAUGA-FAYETTEVILLE ROAD), THENCE
 DH0405'ABOUT 0.8 MILE SOUTH ALONG A DIRT ROAD.  NEAR THE ENTRANCE TO
 DH0405'SYLACAUGA AIRPORT, 264 FEET SOUTHEAST OF THE CENTER LINE OF A BLACK
 DH0405'TOP ROAD, 31.5 FEET WEST OF THE CENTER LINE OF THE ROAD TO THE AIRPORT
 DH0405'OFFICE, ABOUT 0.15 MILE NORTH OF THE AIRPORT OFFICE, 167 FEET WEST OF
 DH0405'THE SOUTHWEST CORNER OF A HILL TOP HOUSE, 105 FEET WEST-SOUTHWEST OF A
 DH0405'POWER POLE 4 FEET NORTHEAST OF A FOOT PATH, 246 FEET SOUTHEAST OF
 DH0405'CABLE TELEPHONE POLE NO. 12, 2 FEET WEST OF A WHITE WOODEN WITNESS
 DH0405'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DH0405'PROJECTING 4 INCHES.  NOTE-- SYLACAUGA AIRPORT HAS BEEN TORN DOWN AND
 DH0405'DISTANCE MEASUREMENTS COME OUT IN A PLOWED FIELD.
 DH0405
 DH0405                          STATION RECOVERY (1975)
 DH0405
 DH0405'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0405'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0418 ***********************************************************************
 DH0418  DESIGNATION -  F 282
 DH0418  PID         -  DH0418
 DH0418  STATE/COUNTY-  AL/COOSA
 DH0418  USGS QUAD   -  WEOGUFKA (1979)
 DH0418
 DH0418                         *CURRENT SURVEY CONTROL
 DH0418  ___________________________________________________________________
 DH0418* NAD 83(1986)-  33 01 38.     (N)    086 18 25.     (W)     SCALED    
 DH0418* NAVD 88     -       193.334  (meters)     634.30   (feet)  ADJUSTED  
 DH0418  ___________________________________________________________________
 DH0418  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH0418  DYNAMIC HT  -         193.113 (meters)     633.57  (feet)  COMP
 DH0418  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 DH0418
 DH0418  VERT ORDER  -  SECOND    CLASS 0
 DH0418
 DH0418.The horizontal coordinates were scaled from a topographic map and have
 DH0418.an estimated accuracy of +/- 6 seconds.
 DH0418
 DH0418.The orthometric height was determined by differential leveling
 DH0418.and adjusted by the National Geodetic Survey in June 1991..
 DH0418
 DH0418.The geoid height was determined by GEOID03.
 DH0418
 DH0418.The dynamic height is computed by dividing the NAVD 88
 DH0418.geopotential number by the normal gravity value computed on the
 DH0418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0418.degrees latitude (g = 980.6199 gals.).
 DH0418
 DH0418.The modeled gravity was interpolated from observed gravity values.
 DH0418
 DH0418;                    North         East    Units  Estimated Accuracy
 DH0418;SPC AL E     -   280,310.      155,760.      MT  (+/- 180 meters Scaled)
 DH0418
 DH0418                          SUPERSEDED SURVEY CONTROL
 DH0418
 DH0418  NGVD 29 (??/??/92)  193.287  (m)          634.14   (f) ADJ UNCH    2 0
 DH0418
 DH0418.Superseded values are not recommended for survey control.
 DH0418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0418.See file dsdata.txt to determine how the superseded data were derived.
 DH0418
 DH0418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB647545(NAD 83)
 DH0418_MARKER: DB = BENCH MARK DISK
 DH0418_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH0418_SP_SET: BRIDGE ABUTMENT
 DH0418_STAMPING: F 282 1949
 DH0418_MARK LOGO: CGS   
 DH0418_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH0418_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0418
 DH0418  HISTORY     - Date     Condition        Report By
 DH0418  HISTORY     - 1949     MONUMENTED       CGS
 DH0418  HISTORY     - 19920827 MARK NOT FOUND   LOCENG
 DH0418
 DH0418                          STATION DESCRIPTION
 DH0418
 DH0418'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0418'0.85 MI NE FROM WEOGUFKA.
 DH0418'ABOUT 0.85 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE
 DH0418'AND CROSSROADS AT WEOGUFKA, ABOUT 0.7 MILE SOUTHWEST OF A 260-FOOT
 DH0418'CONCRETE BRIDGE OVER WEOGUFKA CREEK, ABOUT 0.25 MILE NORTHEAST OF THE
 DH0418'JUNCTION OF A GRAVEL ROAD NORTH, SET IN THE TOP OF THE NORTHWEST END
 DH0418'OF THE SOUTHWEST ABUTMENT OF A 22-FOOT CONCRETE BRIDGE OVER A SMALL
 DH0418'CREEK, 13 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET
 DH0418'NORTHWEST OF THE CONCRETE BANISTER AND ABOUT 1/2 FOOT BELOW THE BRIDGE
 DH0418'FLOOR.
 DH0418
 DH0418                          STATION RECOVERY (1992)
 DH0418
 DH0418'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (CMR)
 DH0418'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9982 ***********************************************************************
 AA9982  DESIGNATION -  F 282 RESET
 AA9982  PID         -  AA9982
 AA9982  STATE/COUNTY-  AL/COOSA
 AA9982  USGS QUAD   -  WEOGUFKA (1979)
 AA9982
 AA9982                         *CURRENT SURVEY CONTROL
 AA9982  ___________________________________________________________________
 AA9982* NAD 83(1986)-  33 01 38.     (N)    086 18 25.     (W)     SCALED    
 AA9982* NAVD 88     -       193.20   (meters)     633.9    (feet)  RESET     
 AA9982  ___________________________________________________________________
 AA9982  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 AA9982
 AA9982  VERT ORDER  -  THIRD
 AA9982
 AA9982.The horizontal coordinates were scaled from a topographic map and have
 AA9982.an estimated accuracy of +/- 6 seconds.
 AA9982
 AA9982.The orthometric height was computed from unverified reset data.
 AA9982
 AA9982.The geoid height was determined by GEOID03.
 AA9982
 AA9982;                    North         East    Units  Estimated Accuracy
 AA9982;SPC AL E     -   280,310.      155,760.      MT  (+/- 180 meters Scaled)
 AA9982
 AA9982                          SUPERSEDED SURVEY CONTROL
 AA9982
 AA9982.No superseded survey control is available for this station.
 AA9982
 AA9982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB647545(NAD 83)
 AA9982_MARKER: DV = VERTICAL CONTROL DISK
 AA9982_SETTING: 37 = SET IN A MASSIVE RETAINING WALL
 AA9982_SP_SET: BRIDGE PARAPET WALL
 AA9982_STAMPING: F 282 RESET 1992
 AA9982_MARK LOGO: NGS   
 AA9982_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9982_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9982
 AA9982  HISTORY     - Date     Condition        Report By
 AA9982  HISTORY     - 1992     MONUMENTED       LOCENG
 AA9982
 AA9982                          STATION DESCRIPTION
 AA9982
 AA9982'DESCRIBED BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1992 (CMR)
 AA9982'THE STATION IS ABOUT 0.85 MI (1.37 KM) NORTHEAST ALONG A BLACK TOP
 AA9982'ROAD FROM THE POST OFFICE AND CROSSROADS AT WEOGUFKA, ABOUT 0.7 MI
 AA9982'(1.1 KM) SOUTHWEST OF A CONCRETE BRIDGE OVER WEOGUFKA CREEK, AND SET
 AA9982'IN THE TOP OF THE WEST END OF THE NORTH PAPAPET WALL OF THE NEW CT 8
 AA9982'FT.  (2.4 M) BY 8 FT.  (2.4 M) BY 44 FT.  (13.4 M) REINFORCED BRIDGE
 AA9982'CULVERT BUILT IN THE SAME LOCATION OF THE OLD BRIDGE. THE NEW DISK MAY
 AA9982'BE STAMPED F 282 1949 RESET 1992.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0272 ***********************************************************************
 CN0272  DESIGNATION -  F 283
 CN0272  PID         -  CN0272
 CN0272  STATE/COUNTY-  AL/COOSA
 CN0272  USGS QUAD   -  MITCHELL DAM NW (1971)
 CN0272
 CN0272                         *CURRENT SURVEY CONTROL
 CN0272  ___________________________________________________________________
 CN0272* NAD 83(1986)-  32 57 32.     (N)    086 25 56.     (W)     SCALED    
 CN0272* NAVD 88     -       190.715  (meters)     625.70   (feet)  ADJUSTED  
 CN0272  ___________________________________________________________________
 CN0272  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN0272  DYNAMIC HT  -         190.497 (meters)     624.99  (feet)  COMP
 CN0272  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CN0272
 CN0272  VERT ORDER  -  SECOND    CLASS 0
 CN0272
 CN0272.The horizontal coordinates were scaled from a topographic map and have
 CN0272.an estimated accuracy of +/- 6 seconds.
 CN0272
 CN0272.The orthometric height was determined by differential leveling
 CN0272.and adjusted by the National Geodetic Survey in June 1991..
 CN0272
 CN0272.The geoid height was determined by GEOID03.
 CN0272
 CN0272.The dynamic height is computed by dividing the NAVD 88
 CN0272.geopotential number by the normal gravity value computed on the
 CN0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0272.degrees latitude (g = 980.6199 gals.).
 CN0272
 CN0272.The modeled gravity was interpolated from observed gravity values.
 CN0272
 CN0272;                    North         East    Units  Estimated Accuracy
 CN0272;SPC AL E     -   272,800.      144,010.      MT  (+/- 180 meters Scaled)
 CN0272
 CN0272                          SUPERSEDED SURVEY CONTROL
 CN0272
 CN0272  NGVD 29 (??/??/92)  190.674  (m)          625.57   (f) ADJ UNCH    2 0
 CN0272
 CN0272.Superseded values are not recommended for survey control.
 CN0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0272.See file dsdata.txt to determine how the superseded data were derived.
 CN0272
 CN0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB530468(NAD 83)
 CN0272_MARKER: DB = BENCH MARK DISK
 CN0272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0272_STAMPING: F 283 1949
 CN0272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0272+STABILITY: SURFACE MOTION
 CN0272
 CN0272  HISTORY     - Date     Condition        Report By
 CN0272  HISTORY     - 1949     MONUMENTED       CGS
 CN0272
 CN0272                          STATION DESCRIPTION
 CN0272
 CN0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0272'9.2 MI SW FROM WEOGUFKA.
 CN0272'ABOUT 3.25 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 CN0272'CROSSROADS AT WEOGUFKA, THENCE ABOUT 5.95 MILES SOUTHWEST ALONG A
 CN0272'GRAVEL ROAD, ABOUT 0.55 MILE SOUTHWEST OF A HOUSE ON SOUTHEAST SIDE OF
 CN0272'ROAD, 52 YARDS SOUTH OF THE TOP OF A GRADE, 24 FEET EAST OF THE CENTER
 CN0272'LINE OF THE ROAD, 26.5 FEET SOUTH-SOUTHEAST OF A TRIANGULAR BLAZED
 CN0272'10-INCH OAK TREE, 13.5 FEET SOUTHWEST OF A 16-INCH OAK TREE, 2 FEET
 CN0272'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 CN0272'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1256 ***********************************************************************
 CN1256  DESIGNATION -  F 284
 CN1256  PID         -  CN1256
 CN1256  STATE/COUNTY-  AL/CHILTON
 CN1256  USGS QUAD   -  JEMISON EAST (1983)
 CN1256
 CN1256                         *CURRENT SURVEY CONTROL
 CN1256  ___________________________________________________________________
 CN1256* NAD 83(1986)-  32 54 33.     (N)    086 42 38.     (W)     SCALED    
 CN1256* NAVD 88     -       204.635  (meters)     671.37   (feet)  ADJUSTED  
 CN1256  ___________________________________________________________________
 CN1256  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN1256  DYNAMIC HT  -         204.400 (meters)     670.60  (feet)  COMP
 CN1256  MODELED GRAV-     979,482.3   (mgal)                       NAVD 88
 CN1256
 CN1256  VERT ORDER  -  SECOND    CLASS 0
 CN1256
 CN1256.The horizontal coordinates were scaled from a topographic map and have
 CN1256.an estimated accuracy of +/- 6 seconds.
 CN1256
 CN1256.The orthometric height was determined by differential leveling
 CN1256.and adjusted by the National Geodetic Survey in June 1991..
 CN1256
 CN1256.The geoid height was determined by GEOID03.
 CN1256
 CN1256.The dynamic height is computed by dividing the NAVD 88
 CN1256.geopotential number by the normal gravity value computed on the
 CN1256.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1256.degrees latitude (g = 980.6199 gals.).
 CN1256
 CN1256.The modeled gravity was interpolated from observed gravity values.
 CN1256
 CN1256;                    North         East    Units  Estimated Accuracy
 CN1256;SPC AL W     -   322,820.      673,850.      MT  (+/- 180 meters Scaled)
 CN1256
 CN1256                          SUPERSEDED SURVEY CONTROL
 CN1256
 CN1256  NGVD 29 (??/??/92)  204.588  (m)          671.22   (f) ADJ UNCH    2 0
 CN1256
 CN1256.Superseded values are not recommended for survey control.
 CN1256.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1256.See file dsdata.txt to determine how the superseded data were derived.
 CN1256
 CN1256_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB270412(NAD 83)
 CN1256_MARKER: DB = BENCH MARK DISK
 CN1256_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1256_SP_SET: CULVERT
 CN1256_STAMPING: F 284 1949
 CN1256_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1256
 CN1256  HISTORY     - Date     Condition        Report By
 CN1256  HISTORY     - 1949     MONUMENTED       CGS
 CN1256
 CN1256                          STATION DESCRIPTION
 CN1256
 CN1256'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1256'0.65 MI SE FROM THORSBY.
 CN1256'ABOUT 0.65 MILE SOUTHEAST ALONG U.S. HIGHWAY 31 FROM THE LOUISVILLE
 CN1256'AND NASHVILLE RAILROAD STATION AT THORSBY, ABOUT 140 YARDS NORTHWEST
 CN1256'OF L. AND N. MILE POST 440, 50 YARDS SOUTH OF THE JUNCTION OF A ROAD
 CN1256'EAST, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 33.5 FEET
 CN1256'NORTHEAST OF THE NORTHEAST RAIL OF THE MAIN TRACK OF THE RAILROAD, 21
 CN1256'FEET SOUTH-SOUTHEAST OF A POWER POLE, SET IN THE TOP OF THE SOUTH
 CN1256'CORNER OF A 2 BY 3-FOOT CONCRETE DRAIN FOR A CONCRETE CULVERT, AND
 CN1256'ABOUT 2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0370 ***********************************************************************
 DH0370  DESIGNATION -  F 285
 DH0370  PID         -  DH0370
 DH0370  STATE/COUNTY-  AL/SHELBY
 DH0370  USGS QUAD   -  HARPERSVILLE (1972)
 DH0370
 DH0370                         *CURRENT SURVEY CONTROL
 DH0370  ___________________________________________________________________
 DH0370* NAD 83(1986)-  33 16 59.     (N)    086 26 59.     (W)     SCALED    
 DH0370* NAVD 88     -       128.422  (meters)     421.33   (feet)  ADJUSTED  
 DH0370  ___________________________________________________________________
 DH0370  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0370  DYNAMIC HT  -         128.280 (meters)     420.87  (feet)  COMP
 DH0370  MODELED GRAV-     979,529.8   (mgal)                       NAVD 88
 DH0370
 DH0370  VERT ORDER  -  SECOND    CLASS 0
 DH0370
 DH0370.The horizontal coordinates were scaled from a topographic map and have
 DH0370.an estimated accuracy of +/- 6 seconds.
 DH0370
 DH0370.The orthometric height was determined by differential leveling
 DH0370.and adjusted by the National Geodetic Survey in June 1991..
 DH0370
 DH0370.The geoid height was determined by GEOID03.
 DH0370
 DH0370.The dynamic height is computed by dividing the NAVD 88
 DH0370.geopotential number by the normal gravity value computed on the
 DH0370.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0370.degrees latitude (g = 980.6199 gals.).
 DH0370
 DH0370.The modeled gravity was interpolated from observed gravity values.
 DH0370
 DH0370;                    North         East    Units  Estimated Accuracy
 DH0370;SPC AL W     -   364,500.      697,830.      MT  (+/- 180 meters Scaled)
 DH0370
 DH0370                          SUPERSEDED SURVEY CONTROL
 DH0370
 DH0370  NGVD 29 (??/??/92)  128.383  (m)          421.20   (f) ADJ UNCH    2 0
 DH0370
 DH0370.Superseded values are not recommended for survey control.
 DH0370.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0370.See file dsdata.txt to determine how the superseded data were derived.
 DH0370
 DH0370_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB512828(NAD 83)
 DH0370_MARKER: DB = BENCH MARK DISK
 DH0370_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0370_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0370_STAMPING: F 285 1949
 DH0370_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0370+STABILITY: SURFACE MOTION
 DH0370
 DH0370  HISTORY     - Date     Condition        Report By
 DH0370  HISTORY     - 1949     MONUMENTED       CGS
 DH0370
 DH0370                          STATION DESCRIPTION
 DH0370
 DH0370'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0370'4.45 MI NE FROM WILSONVILLE.
 DH0370'ABOUT 4.45 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE WATER TOWER
 DH0370'AT WILSONVILLE, SET IN THE Y FORMED BY THE JUNCTION OF STATE HIGHWAY
 DH0370'76 NORTHEAST, 54 FEET EAST OF THE CENTER LINE OF HIGHWAY 25, 44 FEET
 DH0370'NORTHWEST OF THE CENTER LINE OF STATE HIGHWAY 76, 26 FEET NORTH OF THE
 DH0370'NORTHWEST END OF A 14-INCH PIPE CULVERT UNDER HIGHWAY 76, 16 FEET
 DH0370'SOUTHWEST OF AN 8-INCH OAK TREE IN A FENCE CORNER, 23 FEET EAST OF A
 DH0370'10-INCH OAK TREE IN A FENCE CORNER, 2 FEET NORTH OF A WHITE WOODEN
 DH0370'WITNESS POST, 1 FOOT BELOW THE HIGHWAY AND SET IN THE TOP OF A
 DH0370'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0165 ***********************************************************************
 CN0165  DESIGNATION -  F 287
 CN0165  PID         -  CN0165
 CN0165  STATE/COUNTY-  AL/ELMORE
 CN0165  USGS QUAD   -  HOLTVILLE (1987)
 CN0165
 CN0165                         *CURRENT SURVEY CONTROL
 CN0165  ___________________________________________________________________
 CN0165* NAD 83(1986)-  32 41 47.     (N)    086 18 55.     (W)     SCALED    
 CN0165* NAVD 88     -       131.200  (meters)     430.45   (feet)  ADJUSTED  
 CN0165  ___________________________________________________________________
 CN0165  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CN0165  DYNAMIC HT  -         131.048 (meters)     429.95  (feet)  COMP
 CN0165  MODELED GRAV-     979,478.2   (mgal)                       NAVD 88
 CN0165
 CN0165  VERT ORDER  -  SECOND    CLASS 0
 CN0165
 CN0165.The horizontal coordinates were scaled from a topographic map and have
 CN0165.an estimated accuracy of +/- 6 seconds.
 CN0165
 CN0165.The orthometric height was determined by differential leveling
 CN0165.and adjusted by the National Geodetic Survey in June 1991..
 CN0165
 CN0165.The geoid height was determined by GEOID03.
 CN0165
 CN0165.The dynamic height is computed by dividing the NAVD 88
 CN0165.geopotential number by the normal gravity value computed on the
 CN0165.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0165.degrees latitude (g = 980.6199 gals.).
 CN0165
 CN0165.The modeled gravity was interpolated from observed gravity values.
 CN0165
 CN0165;                    North         East    Units  Estimated Accuracy
 CN0165;SPC AL E     -   243,630.      154,810.      MT  (+/- 180 meters Scaled)
 CN0165
 CN0165                          SUPERSEDED SURVEY CONTROL
 CN0165
 CN0165  NGVD 29 (??/??/92)  131.173  (m)          430.36   (f) ADJ UNCH    2 0
 CN0165
 CN0165.Superseded values are not recommended for survey control.
 CN0165.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0165.See file dsdata.txt to determine how the superseded data were derived.
 CN0165
 CN0165_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB641178(NAD 83)
 CN0165_MARKER: DB = BENCH MARK DISK
 CN0165_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0165_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0165_STAMPING: F 287 1949
 CN0165_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0165+STABILITY: SURFACE MOTION
 CN0165
 CN0165  HISTORY     - Date     Condition        Report By
 CN0165  HISTORY     - 1949     MONUMENTED       CGS
 CN0165
 CN0165                          STATION DESCRIPTION
 CN0165
 CN0165'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0165'1.1 MI SE FROM TITUS.
 CN0165'ABOUT 1.1 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE BAPTIST
 CN0165'CHURCH AT TITUS, ABOUT 0.15 MILE NORTH OF A CHURCH AND CEMETERY ON
 CN0165'EAST SIDE OF ROAD, ABOUT 0.1 MILE NORTH OF A ROAD WEST, AT A DRIVE
 CN0165'WEST OF A HOUSE OWNED BY REED WARD, 50 FEET NORTH AND ACROSS THE DRIVE
 CN0165'FROM A POWER POLE, 44 FEET NORTHWEST OF THE CENTER OF THE JUNCTION, 41
 CN0165'FEET WEST OF THE CENTER LINE OF THE ROAD, 20 FEET NORTH OF THE CENTER
 CN0165'LINE OF THE DRIVE, 17 FEET WEST-NORTHWEST OF THE NORTH END OF A
 CN0165'16-INCH PIPE CULVERT UNDER ROAD WEST, 5 1/2 FEET NORTH OF A FENCE
 CN0165'CORNER, 1 FOOT WEST OF A FENCE LINE, 1 1/2 FEET NORTH OF A WHITE
 CN0165'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 CN0165'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0211 ***********************************************************************
 CN0211  DESIGNATION -  F 288
 CN0211  PID         -  CN0211
 CN0211  STATE/COUNTY-  AL/ELMORE
 CN0211  USGS QUAD   -  DEXTER (1987)
 CN0211
 CN0211                         *CURRENT SURVEY CONTROL
 CN0211  ___________________________________________________________________
 CN0211* NAD 83(1986)-  32 42 35.     (N)    086 09 39.     (W)     SCALED    
 CN0211* NAVD 88     -       179.429  (meters)     588.68   (feet)  ADJUSTED  
 CN0211  ___________________________________________________________________
 CN0211  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN0211  DYNAMIC HT  -         179.219 (meters)     587.99  (feet)  COMP
 CN0211  MODELED GRAV-     979,468.9   (mgal)                       NAVD 88
 CN0211
 CN0211  VERT ORDER  -  SECOND    CLASS 0
 CN0211
 CN0211.The horizontal coordinates were scaled from a topographic map and have
 CN0211.an estimated accuracy of +/- 6 seconds.
 CN0211
 CN0211.The orthometric height was determined by differential leveling
 CN0211.and adjusted by the National Geodetic Survey in June 1991..
 CN0211
 CN0211.The geoid height was determined by GEOID03.
 CN0211
 CN0211.The dynamic height is computed by dividing the NAVD 88
 CN0211.geopotential number by the normal gravity value computed on the
 CN0211.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0211.degrees latitude (g = 980.6199 gals.).
 CN0211
 CN0211.The modeled gravity was interpolated from observed gravity values.
 CN0211
 CN0211;                    North         East    Units  Estimated Accuracy
 CN0211;SPC AL E     -   245,050.      169,300.      MT  (+/- 180 meters Scaled)
 CN0211
 CN0211                          SUPERSEDED SURVEY CONTROL
 CN0211
 CN0211  NGVD 29 (??/??/92)  179.408  (m)          588.61   (f) ADJ UNCH    2 0
 CN0211
 CN0211.Superseded values are not recommended for survey control.
 CN0211.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0211.See file dsdata.txt to determine how the superseded data were derived.
 CN0211
 CN0211_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB786194(NAD 83)
 CN0211_MARKER: DB = BENCH MARK DISK
 CN0211_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0211_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0211_STAMPING: F 288 1949
 CN0211_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0211+STABILITY: SURFACE MOTION
 CN0211
 CN0211  HISTORY     - Date     Condition        Report By
 CN0211  HISTORY     - 1949     MONUMENTED       CGS
 CN0211
 CN0211                          STATION DESCRIPTION
 CN0211
 CN0211'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0211'1.35 MI SE FROM WEOKA.
 CN0211'ABOUT 1.35 MILES SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT
 CN0211'WEOKA, ABOUT 0.15 MILE WEST OF THE JUNCTION OF A ROAD NORTHEAST TO
 CN0211'SEMAN, AT THE FARM HOUSE OF G. W. MOORE, 66 FEET SOUTH-SOUTHWEST AND
 CN0211'ACROSS THE DRIVE WAY TO HOUSE FROM THE CENTER LINE OF THE ROAD, 63
 CN0211'FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 21 FEET
 CN0211'WEST OF THE CENTER LINE OF THE DRIVE TO HOUSE, 11 FEET SOUTHWEST OF A
 CN0211'FENCE CORNER, 5 1/2 FEET EAST-NORTHEAST OF A 12-INCH OAK TREE, 1 1/2
 CN0211'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE
 CN0211'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0146 ***********************************************************************
 CN0146  DESIGNATION -  F 289
 CN0146  PID         -  CN0146
 CN0146  STATE/COUNTY-  AL/ELMORE
 CN0146  USGS QUAD   -  ELMORE (1987)
 CN0146
 CN0146                         *CURRENT SURVEY CONTROL
 CN0146  ___________________________________________________________________
 CN0146* NAD 83(1986)-  32 36 34.     (N)    086 22 04.     (W)     SCALED    
 CN0146* NAVD 88     -       103.176  (meters)     338.50   (feet)  ADJUSTED  
 CN0146  ___________________________________________________________________
 CN0146  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CN0146  DYNAMIC HT  -         103.057 (meters)     338.11  (feet)  COMP
 CN0146  MODELED GRAV-     979,478.6   (mgal)                       NAVD 88
 CN0146
 CN0146  VERT ORDER  -  SECOND    CLASS 0
 CN0146
 CN0146.The horizontal coordinates were scaled from a topographic map and have
 CN0146.an estimated accuracy of +/- 6 seconds.
 CN0146
 CN0146.The orthometric height was determined by differential leveling
 CN0146.and adjusted by the National Geodetic Survey in June 1991..
 CN0146
 CN0146.The geoid height was determined by GEOID03.
 CN0146
 CN0146.The dynamic height is computed by dividing the NAVD 88
 CN0146.geopotential number by the normal gravity value computed on the
 CN0146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0146.degrees latitude (g = 980.6199 gals.).
 CN0146
 CN0146.The modeled gravity was interpolated from observed gravity values.
 CN0146
 CN0146;                    North         East    Units  Estimated Accuracy
 CN0146;SPC AL E     -   234,010.      149,840.      MT  (+/- 180 meters Scaled)
 CN0146
 CN0146                          SUPERSEDED SURVEY CONTROL
 CN0146
 CN0146  NGVD 29 (??/??/92)  103.153  (m)          338.43   (f) ADJ UNCH    2 0
 CN0146
 CN0146.Superseded values are not recommended for survey control.
 CN0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0146.See file dsdata.txt to determine how the superseded data were derived.
 CN0146
 CN0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB593081(NAD 83)
 CN0146_MARKER: DB = BENCH MARK DISK
 CN0146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0146_STAMPING: F 289 1949
 CN0146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0146+STABILITY: SURFACE MOTION
 CN0146
 CN0146  HISTORY     - Date     Condition        Report By
 CN0146  HISTORY     - 1949     MONUMENTED       CGS
 CN0146
 CN0146                          STATION DESCRIPTION
 CN0146
 CN0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0146'1.85 MI E FROM DEATSVILLE.
 CN0146'ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 45 FROM THE METHODIST CHURCH
 CN0146'AND CEMETERY AT DEATSVILLE, THENCE ABOUT 0.15 MILE EAST ALONG A GRAVEL
 CN0146'ROAD, AT A CROSS ROAD, ABOUT 0.15 MILE EAST OF A CURVE IN HIGHWAY 45
 CN0146'WITH TANGENTS WEST AND SOUTHEAST, 42 FEET NORTHWEST OF THE CENTER OF
 CN0146'THE INTERSECTION, 32 FEET NORTH OF THE CENTER LINE OF THE ROAD WEST,
 CN0146'31 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 9 FEET NORTH OF
 CN0146'A FENCE CORNER, 5 FEET WEST OF A POWER POLE, 1 1/2 FEET SOUTH OF A
 CN0146'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE INTERSECTION AND SET
 CN0146'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0279 ***********************************************************************
 BU0279  DESIGNATION -  F 29
 BU0279  PID         -  BU0279
 BU0279  STATE/COUNTY-  AL/COVINGTON
 BU0279  USGS QUAD   -  OPP WEST (1986)
 BU0279
 BU0279                         *CURRENT SURVEY CONTROL
 BU0279  ___________________________________________________________________
 BU0279* NAD 83(1986)-  31 17 03.     (N)    086 21 32.     (W)     SCALED    
 BU0279* NAVD 88     -        70.312  (meters)     230.68   (feet)  ADJUSTED  
 BU0279  ___________________________________________________________________
 BU0279  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BU0279  DYNAMIC HT  -          70.226 (meters)     230.40  (feet)  COMP
 BU0279  MODELED GRAV-     979,413.0   (mgal)                       NAVD 88
 BU0279
 BU0279  VERT ORDER  -  FIRST     CLASS I
 BU0279
 BU0279.The horizontal coordinates were scaled from a topographic map and have
 BU0279.an estimated accuracy of +/- 6 seconds.
 BU0279
 BU0279.The orthometric height was determined by differential leveling
 BU0279.and adjusted by the National Geodetic Survey in June 1991..
 BU0279
 BU0279.The geoid height was determined by GEOID03.
 BU0279
 BU0279.The dynamic height is computed by dividing the NAVD 88
 BU0279.geopotential number by the normal gravity value computed on the
 BU0279.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0279.degrees latitude (g = 980.6199 gals.).
 BU0279
 BU0279.The modeled gravity was interpolated from observed gravity values.
 BU0279
 BU0279;                    North         East    Units  Estimated Accuracy
 BU0279;SPC AL E     -    87,050.      149,960.      MT  (+/- 180 meters Scaled)
 BU0279
 BU0279                          SUPERSEDED SURVEY CONTROL
 BU0279
 BU0279  NGVD 29 (??/??/92)   70.347  (m)          230.80   (f) ADJ UNCH    1 1
 BU0279
 BU0279.Superseded values are not recommended for survey control.
 BU0279.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0279.See file dsdata.txt to determine how the superseded data were derived.
 BU0279
 BU0279_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV610612(NAD 83)
 BU0279_MARKER: DB = BENCH MARK DISK
 BU0279_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0279_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0279_STAMPING: F 29 1934
 BU0279_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0279+STABILITY: SURFACE MOTION
 BU0279
 BU0279  HISTORY     - Date     Condition        Report By
 BU0279  HISTORY     - 1934     MONUMENTED       CGS
 BU0279  HISTORY     - 1968     GOOD             NGS
 BU0279
 BU0279                          STATION DESCRIPTION
 BU0279
 BU0279'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0279'2.2 MI SE FROM SANFORD.
 BU0279'ABOUT 2.2 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU0279'FROM THE CROSSING OF U.S. HIGHWAY 84 AT SANFORD, ABOUT 0.35 MILE
 BU0279'NORTHWEST OF A GRADED DIRT ROAD CROSSING, ABOUT 0.2 MILE SOUTHEAST OF
 BU0279'MILEPOST 588, ABOUT 3-1/3 RAILS NORTHWEST OF A 30-INCH PIPE CULVERT
 BU0279'WITH A BRICK HEAD WALL, 27.3 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1.2
 BU0279'FEET WEST OF A METAL WITNESS POST, ABOUT 1 1/2 FEET BELOW THE LEVEL OF
 BU0279'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 BU0279'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1329 ***********************************************************************
 CN1329  DESIGNATION -  F 290
 CN1329  PID         -  CN1329
 CN1329  STATE/COUNTY-  AL/CHILTON
 CN1329  USGS QUAD   -  JEMISON EAST (1983)
 CN1329
 CN1329                         *CURRENT SURVEY CONTROL
 CN1329  ___________________________________________________________________
 CN1329* NAD 83(1986)-  32 53 55.     (N)    086 38 41.     (W)     SCALED    
 CN1329* NAVD 88     -       179.616  (meters)     589.29   (feet)  ADJUSTED  
 CN1329  ___________________________________________________________________
 CN1329  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CN1329  DYNAMIC HT  -         179.409 (meters)     588.61  (feet)  COMP
 CN1329  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CN1329
 CN1329  VERT ORDER  -  SECOND    CLASS 0
 CN1329
 CN1329.The horizontal coordinates were scaled from a topographic map and have
 CN1329.an estimated accuracy of +/- 6 seconds.
 CN1329
 CN1329.The orthometric height was determined by differential leveling
 CN1329.and adjusted by the National Geodetic Survey in June 1991..
 CN1329
 CN1329.The geoid height was determined by GEOID03.
 CN1329
 CN1329.The dynamic height is computed by dividing the NAVD 88
 CN1329.geopotential number by the normal gravity value computed on the
 CN1329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1329.degrees latitude (g = 980.6199 gals.).
 CN1329
 CN1329.The modeled gravity was interpolated from observed gravity values.
 CN1329
 CN1329;                    North         East    Units  Estimated Accuracy
 CN1329;SPC AL W     -   321,690.      680,020.      MT  (+/- 180 meters Scaled)
 CN1329
 CN1329                          SUPERSEDED SURVEY CONTROL
 CN1329
 CN1329  NGVD 29 (??/??/92)  179.571  (m)          589.14   (f) ADJ UNCH    2 0
 CN1329
 CN1329.Superseded values are not recommended for survey control.
 CN1329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1329.See file dsdata.txt to determine how the superseded data were derived.
 CN1329
 CN1329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB332401(NAD 83)
 CN1329_MARKER: DB = BENCH MARK DISK
 CN1329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1329_STAMPING: F 290 1949
 CN1329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1329+STABILITY: SURFACE MOTION
 CN1329
 CN1329  HISTORY     - Date     Condition        Report By
 CN1329  HISTORY     - 1949     MONUMENTED       CGS
 CN1329
 CN1329                          STATION DESCRIPTION
 CN1329
 CN1329'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1329'9.6 MI SW FROM LAY DAM.
 CN1329'ABOUT 7.5 MILES SOUTHWEST ALONG A ROAD LEADING TO CLANTON FROM THE
 CN1329'ENTRANCE GATE TO THE WEST END OF LAY DAM ACROSS COOSA RIVER, THENCE
 CN1329'ABOUT 2.1 MILES WEST ALONG A GRAVEL ROAD, AT A CROSS ROAD AND ON THE
 CN1329'CITY OF CLANTON PROPERTY, 62 FEET SOUTH OF THE SOUTH CORNER OF A SMALL
 CN1329'RED BRICK WATER PUMP HOUSE, 35 FEET SOUTH OF A POWER POLE WITH 3
 CN1329'TRANSFORMERS, 69 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 104
 CN1329'FEET NORTHEAST OF THE CENTER OF THE CROSSROAD, 2 FEET EAST OF A WHITE
 CN1329'WOODEN WITNESS POST, 3 FEET BELOW THE ROADS AND SET IN THE TOP OF A
 CN1329'CONCRETE POST PROJECTING 5 INCHES.  NOTE-- MARK MAY BE REACHED FROM
 CN1329'LOMAX, CHILTON COUNTY BY GOING ABOUT 1.15 MILES NORTH AND NORTHEAST
 CN1329'ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH U.S. HIGHWAY 31 THENCE
 CN1329'ABOUT 50 YARDS SOUTH ALONG A NORTH-SOUTH GRAVEL ROAD, THENCE ABOUT 0.7
 CN1329'MILE EAST AND NORTHEAST ALONG A DIM ROAD FORDING A CREEK TO THE CITY
 CN1329'OF CLANTON PUMP HOUSE AND SITE OF MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1271 ***********************************************************************
 CN1271  DESIGNATION -  F 291
 CN1271  PID         -  CN1271
 CN1271  STATE/COUNTY-  AL/BIBB
 CN1271  USGS QUAD   -  RANDOLPH (1983)
 CN1271
 CN1271                         *CURRENT SURVEY CONTROL
 CN1271  ___________________________________________________________________
 CN1271* NAD 83(1986)-  32 54 09.     (N)    086 53 27.     (W)     SCALED    
 CN1271* NAVD 88     -       167.918  (meters)     550.91   (feet)  ADJUSTED  
 CN1271  ___________________________________________________________________
 CN1271  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CN1271  DYNAMIC HT  -         167.725 (meters)     550.28  (feet)  COMP
 CN1271  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 CN1271
 CN1271  VERT ORDER  -  SECOND    CLASS 0
 CN1271
 CN1271.The horizontal coordinates were scaled from a topographic map and have
 CN1271.an estimated accuracy of +/- 6 seconds.
 CN1271
 CN1271.The orthometric height was determined by differential leveling
 CN1271.and adjusted by the National Geodetic Survey in June 1991..
 CN1271
 CN1271.The geoid height was determined by GEOID03.
 CN1271
 CN1271.The dynamic height is computed by dividing the NAVD 88
 CN1271.geopotential number by the normal gravity value computed on the
 CN1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1271.degrees latitude (g = 980.6199 gals.).
 CN1271
 CN1271.The modeled gravity was interpolated from observed gravity values.
 CN1271
 CN1271;                    North         East    Units  Estimated Accuracy
 CN1271;SPC AL W     -   321,970.      656,990.      MT  (+/- 180 meters Scaled)
 CN1271
 CN1271                          SUPERSEDED SURVEY CONTROL
 CN1271
 CN1271  NGVD 29 (??/??/92)  167.868  (m)          550.75   (f) ADJ UNCH    2 0
 CN1271
 CN1271.Superseded values are not recommended for survey control.
 CN1271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1271.See file dsdata.txt to determine how the superseded data were derived.
 CN1271
 CN1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB102404(NAD 83)
 CN1271_MARKER: DB = BENCH MARK DISK
 CN1271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1271_STAMPING: F 291 1941
 CN1271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1271+STABILITY: SURFACE MOTION
 CN1271
 CN1271  HISTORY     - Date     Condition        Report By
 CN1271  HISTORY     - 1949     MONUMENTED       CGS
 CN1271  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1271
 CN1271                          STATION DESCRIPTION
 CN1271
 CN1271'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1271'1.0 MI E FROM RANDOLPH.
 CN1271'ABOUT 1.0 MILE EAST ALONG A GRAVEL ROAD FROM THE CHURCH AND CEMETERY
 CN1271'AT RANDOLPH, ABOUT 1.05 MILES WEST OF A CROSS ROAD, ABOUT 0.35 MILE
 CN1271'EAST OF THE JUNCTION OF A ROAD SOUTHEAST, ABOUT 0.85 MILE WEST OF THE
 CN1271'JUNCTION OF A ROAD NORTH, ABOUT 0.65 MILE WEST OF THE BIBB-CHILTON
 CN1271'COUNTY LINE, 46 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 12 FEET
 CN1271'SOUTHWEST OF THE CENTER LINE OF A TRAIL SOUTHEAST, 87 FEET SOUTHWEST
 CN1271'AND ACROSS THE ROAD FROM A POWER POLE WITH TRANSFORMER, 19 FEET
 CN1271'SOUTHWEST OF A TRIANGULAR BLAZED 8-INCH TREE, 2 FEET WEST OF A WHITE
 CN1271'WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD, ABOUT LEVEL WITH THE TRAIL
 CN1271'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CN1271
 CN1271                          STATION RECOVERY (1971)
 CN1271
 CN1271'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1271'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1356 ***********************************************************************
 CN1356  DESIGNATION -  F 292
 CN1356  PID         -  CN1356
 CN1356  STATE/COUNTY-  AL/CHILTON
 CN1356  USGS QUAD   -  CLANTON WEST (1972)
 CN1356
 CN1356                         *CURRENT SURVEY CONTROL
 CN1356  ___________________________________________________________________
 CN1356* NAD 83(1986)-  32 45 32.     (N)    086 43 09.     (W)     SCALED    
 CN1356* NAVD 88     -       190.512  (meters)     625.04   (feet)  ADJUSTED  
 CN1356  ___________________________________________________________________
 CN1356  GEOID HEIGHT-         -28.60  (meters)                     GEOID03
 CN1356  DYNAMIC HT  -         190.294 (meters)     624.32  (feet)  COMP
 CN1356  MODELED GRAV-     979,492.6   (mgal)                       NAVD 88
 CN1356
 CN1356  VERT ORDER  -  SECOND    CLASS 0
 CN1356
 CN1356.The horizontal coordinates were scaled from a topographic map and have
 CN1356.an estimated accuracy of +/- 6 seconds.
 CN1356
 CN1356.The orthometric height was determined by differential leveling
 CN1356.and adjusted by the National Geodetic Survey in June 1991..
 CN1356
 CN1356.The geoid height was determined by GEOID03.
 CN1356
 CN1356.The dynamic height is computed by dividing the NAVD 88
 CN1356.geopotential number by the normal gravity value computed on the
 CN1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1356.degrees latitude (g = 980.6199 gals.).
 CN1356
 CN1356.The modeled gravity was interpolated from observed gravity values.
 CN1356
 CN1356;                    North         East    Units  Estimated Accuracy
 CN1356;SPC AL W     -   306,140.      673,170.      MT  (+/- 180 meters Scaled)
 CN1356
 CN1356                          SUPERSEDED SURVEY CONTROL
 CN1356
 CN1356  NGVD 29 (??/??/92)  190.472  (m)          624.91   (f) ADJ UNCH    2 0
 CN1356
 CN1356.Superseded values are not recommended for survey control.
 CN1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1356.See file dsdata.txt to determine how the superseded data were derived.
 CN1356
 CN1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB263245(NAD 83)
 CN1356_MARKER: DB = BENCH MARK DISK
 CN1356_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1356_SP_SET: CULVERT
 CN1356_STAMPING: F 292 1949
 CN1356_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1356
 CN1356  HISTORY     - Date     Condition        Report By
 CN1356  HISTORY     - 1949     MONUMENTED       CGS
 CN1356
 CN1356                          STATION DESCRIPTION
 CN1356
 CN1356'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1356'7.25 MI N FROM BILLINGSLEY.
 CN1356'ABOUT 7.25 MILES NORTH ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT
 CN1356'BILLINGSLEY, ABOUT 0.7 MILE NORTH OF POOLS CROSSROADS, ABOUT 1.1 MILES
 CN1356'SOUTH OF A NORTHWEST-SOUTHEAST CROSSROAD, 39 FEET EAST OF THE CENTER
 CN1356'LINE OF THE BLACK TOP ROAD, 1 FOOT WEST OF THE R/W FENCE LINE, 165
 CN1356'FEET SOUTH OF THE SOUTH END OF THE EAST CONCRETE HEAD WALL OF A
 CN1356'26-INCH PIPE CULVERT, 118 FEET NORTH OF THE NORTH END OF A 14-INCH
 CN1356'PIPE CULVERT UNDER A DRIVE TO A SMALL BARN, 2 FEET SOUTH OF A WHITE
 CN1356'WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A
 CN1356'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0653 ***********************************************************************
 CN0653  DESIGNATION -  F 293
 CN0653  PID         -  CN0653
 CN0653  STATE/COUNTY-  AL/MONTGOMERY
 CN0653  USGS QUAD   -  LETOHATCHEE (1985)
 CN0653
 CN0653                         *CURRENT SURVEY CONTROL
 CN0653  ___________________________________________________________________
 CN0653* NAD 83(1986)-  32 15 00.     (N)    086 23 01.     (W)     SCALED    
 CN0653* NAVD 88     -        63.313  (meters)     207.72   (feet)  ADJUSTED  
 CN0653  ___________________________________________________________________
 CN0653  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 CN0653  DYNAMIC HT  -          63.240 (meters)     207.48  (feet)  COMP
 CN0653  MODELED GRAV-     979,492.2   (mgal)                       NAVD 88
 CN0653
 CN0653  VERT ORDER  -  SECOND    CLASS 0
 CN0653
 CN0653.The horizontal coordinates were scaled from a topographic map and have
 CN0653.an estimated accuracy of +/- 6 seconds.
 CN0653
 CN0653.The orthometric height was determined by differential leveling
 CN0653.and adjusted by the National Geodetic Survey in June 1991..
 CN0653
 CN0653.The geoid height was determined by GEOID03.
 CN0653
 CN0653.The dynamic height is computed by dividing the NAVD 88
 CN0653.geopotential number by the normal gravity value computed on the
 CN0653.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0653.degrees latitude (g = 980.6199 gals.).
 CN0653
 CN0653.The modeled gravity was interpolated from observed gravity values.
 CN0653
 CN0653;                    North         East    Units  Estimated Accuracy
 CN0653;SPC AL E     -   194,160.      148,150.      MT  (+/- 180 meters Scaled)
 CN0653
 CN0653                          SUPERSEDED SURVEY CONTROL
 CN0653
 CN0653  NGVD 29 (??/??/92)   63.302  (m)          207.68   (f) ADJ UNCH    2 0
 CN0653
 CN0653.Superseded values are not recommended for survey control.
 CN0653.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0653.See file dsdata.txt to determine how the superseded data were derived.
 CN0653
 CN0653_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA580683(NAD 83)
 CN0653_MARKER: DB = BENCH MARK DISK
 CN0653_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0653_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0653_STAMPING: F 293 1949
 CN0653_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0653+STABILITY: SURFACE MOTION
 CN0653
 CN0653  HISTORY     - Date     Condition        Report By
 CN0653  HISTORY     - 1949     MONUMENTED       CGS
 CN0653
 CN0653                          STATION DESCRIPTION
 CN0653
 CN0653'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0653'1.2 MI SW FROM MCGEHEES.
 CN0653'ABOUT 1.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 CN0653'FROM THE STATION AT MCGEHEES, AT A SOUTHEAST-NORTHWEST GRAVEL ROAD
 CN0653'CROSSING, 47 FEET NORTHWEST OF THE NORTHWEST RAIL, 31 FEET SOUTHWEST
 CN0653'OF THE CENTER LINE OF THE ROAD, 1.5 FEET SOUTHEAST OF THE R/W FENCE
 CN0653'LINE, 3.5 FEET SOUTHWEST OF A FENCE CORNER, 7 FEET NORTHWEST OF
 CN0653'TELEPHONE POLE NO. 63F 50W, 75 FEET NORTHWEST AND ACROSS TRACKS FROM A
 CN0653'CROSSING SIGN, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN0653'LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CN0653'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0567 ***********************************************************************
 CN0567  DESIGNATION -  F 294
 CN0567  PID         -  CN0567
 CN0567  STATE/COUNTY-  AL/MONTGOMERY
 CN0567  USGS QUAD   -  SNOWDOUN (1985)
 CN0567
 CN0567                         *CURRENT SURVEY CONTROL
 CN0567  ___________________________________________________________________
 CN0567* NAD 83(1986)-  32 12 43.     (N)    086 20 57.     (W)     SCALED    
 CN0567* NAVD 88     -        64.355  (meters)     211.14   (feet)  ADJUSTED  
 CN0567  ___________________________________________________________________
 CN0567  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CN0567  DYNAMIC HT  -          64.281 (meters)     210.90  (feet)  COMP
 CN0567  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 CN0567
 CN0567  VERT ORDER  -  SECOND    CLASS 0
 CN0567
 CN0567.The horizontal coordinates were scaled from a topographic map and have
 CN0567.an estimated accuracy of +/- 6 seconds.
 CN0567
 CN0567.The orthometric height was determined by differential leveling
 CN0567.and adjusted by the National Geodetic Survey in June 1991..
 CN0567
 CN0567.The geoid height was determined by GEOID03.
 CN0567
 CN0567.The dynamic height is computed by dividing the NAVD 88
 CN0567.geopotential number by the normal gravity value computed on the
 CN0567.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0567.degrees latitude (g = 980.6199 gals.).
 CN0567
 CN0567.The modeled gravity was interpolated from observed gravity values.
 CN0567
 CN0567;                    North         East    Units  Estimated Accuracy
 CN0567;SPC AL E     -   189,920.      151,370.      MT  (+/- 180 meters Scaled)
 CN0567
 CN0567                          SUPERSEDED SURVEY CONTROL
 CN0567
 CN0567  NGVD 29 (??/??/92)   64.342  (m)          211.10   (f) ADJ UNCH    2 0
 CN0567
 CN0567.Superseded values are not recommended for survey control.
 CN0567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0567.See file dsdata.txt to determine how the superseded data were derived.
 CN0567
 CN0567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA613641(NAD 83)
 CN0567_MARKER: DB = BENCH MARK DISK
 CN0567_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0567_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0567_STAMPING: F 294 1949
 CN0567_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0567+STABILITY: SURFACE MOTION
 CN0567
 CN0567  HISTORY     - Date     Condition        Report By
 CN0567  HISTORY     - 1949     MONUMENTED       CGS
 CN0567
 CN0567                          STATION DESCRIPTION
 CN0567
 CN0567'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0567'2.8 MI N FROM PINTLALLA.
 CN0567'ABOUT 2.8 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE CROSSROADS AND
 CN0567'MOSLEYS STORE AT PINTLALLA, AT BEAULAH CHURCH AND CEMETERY, 123 FEET
 CN0567'WEST OF THE CENTER LINE OF THE HIGHWAY, 74 FEET SOUTHEAST OF THE
 CN0567'SOUTHEAST CORNER OF THE CHURCH BUILDING, 1 1/2 FEET NORTH OF A FENCE
 CN0567'LINE, 44 FEET EAST OF A 20-INCH NUT TREE IN FENCE LINE, 67 FEET WEST
 CN0567'OF A 16-INCH HICKORY TREE IN FENCE LINE, 7.5 FEET SOUTHEAST OF A POWER
 CN0567'POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 CN0567'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0596 ***********************************************************************
 CN0596  DESIGNATION -  F 295
 CN0596  PID         -  CN0596
 CN0596  STATE/COUNTY-  AL/ELMORE
 CN0596  USGS QUAD   -  WILLOW SPRINGS (1987)
 CN0596
 CN0596                         *CURRENT SURVEY CONTROL
 CN0596  ___________________________________________________________________
 CN0596* NAD 83(1986)-  32 29 02.     (N)    086 12 18.     (W)     SCALED    
 CN0596* NAVD 88     -        52.797  (meters)     173.22   (feet)  ADJUSTED  
 CN0596  ___________________________________________________________________
 CN0596  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CN0596  DYNAMIC HT  -          52.736 (meters)     173.02  (feet)  COMP
 CN0596  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CN0596
 CN0596  VERT ORDER  -  SECOND    CLASS 0
 CN0596
 CN0596.The horizontal coordinates were scaled from a topographic map and have
 CN0596.an estimated accuracy of +/- 6 seconds.
 CN0596
 CN0596.The orthometric height was determined by differential leveling
 CN0596.and adjusted by the National Geodetic Survey in June 1991..
 CN0596
 CN0596.The geoid height was determined by GEOID03.
 CN0596
 CN0596.The dynamic height is computed by dividing the NAVD 88
 CN0596.geopotential number by the normal gravity value computed on the
 CN0596.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0596.degrees latitude (g = 980.6199 gals.).
 CN0596
 CN0596.The modeled gravity was interpolated from observed gravity values.
 CN0596
 CN0596;                    North         East    Units  Estimated Accuracy
 CN0596;SPC AL E     -   220,020.      165,070.      MT  (+/- 180 meters Scaled)
 CN0596
 CN0596                          SUPERSEDED SURVEY CONTROL
 CN0596
 CN0596  NGVD 29 (??/??/92)   52.774  (m)          173.14   (f) ADJ UNCH    2 0
 CN0596
 CN0596.Superseded values are not recommended for survey control.
 CN0596.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0596.See file dsdata.txt to determine how the superseded data were derived.
 CN0596
 CN0596_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA746943(NAD 83)
 CN0596_MARKER: DB = BENCH MARK DISK
 CN0596_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0596_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0596_STAMPING: F 295 1949
 CN0596_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0596+STABILITY: SURFACE MOTION
 CN0596_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CN0596+SATELLITE: SATELLITE OBSERVATIONS - March 20, 2000
 CN0596
 CN0596  HISTORY     - Date     Condition        Report By
 CN0596  HISTORY     - 1949     MONUMENTED       CGS
 CN0596  HISTORY     - 20000320 GOOD             INDIV
 CN0596
 CN0596                          STATION DESCRIPTION
 CN0596
 CN0596'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0596'4.1 MI S FROM WETUMPKA.
 CN0596'ABOUT 4.1 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 CN0596'WETUMPKA, ON A SMALL KNOLL SOUTHWEST OF HIGHWAY AND ACROSS HIGHWAY
 CN0596'FROM A DEEP BENCH CUT ON NORTHEAST SIDE OF HIGHWAY, ON OUTSIDE OF A
 CN0596'CURVE WITH TANGENTS EXTENDING NORTHWEST AND EAST-SOUTHEAST, 131 FEET
 CN0596'SOUTH-SOUTHEAST OF TELEPHONE POLE NO. 355, 69 FEET SOUTHWEST OF THE
 CN0596'CENTER LINE OF THE HIGHWAY, 60 FEET SOUTHEAST OF THE EAST CORNER OF A
 CN0596'HOUSE, 29 FEET SOUTHWEST OF A POWER POLE ON LINE TO HOUSE, 12 FEET
 CN0596'WEST-NORTHWEST OF A 24-INCH PINE TREE, 1 1/2 FEET EAST OF A WHITE
 CN0596'WOODEN WITNESS POST, 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A
 CN0596'CONCRETE POST PROJECTING 1 INCH.
 CN0596
 CN0596                          STATION RECOVERY (2000)
 CN0596
 CN0596'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2000 (BN)
 CN0596'HOUSE STILL EXISTS.  MONUMENT IS IN AN AREA OF MAINTAINED YARD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0058 ***********************************************************************
 CN0058  DESIGNATION -  F 297
 CN0058  PID         -  CN0058
 CN0058  STATE/COUNTY-  AL/AUTAUGA
 CN0058  USGS QUAD   -  MARBURY (1987)
 CN0058
 CN0058                         *CURRENT SURVEY CONTROL
 CN0058  ___________________________________________________________________
 CN0058* NAD 83(1986)-  32 39 44.     (N)    086 27 45.     (W)     SCALED    
 CN0058* NAVD 88     -       128.519  (meters)     421.65   (feet)  ADJUSTED  
 CN0058  ___________________________________________________________________
 CN0058  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN0058  DYNAMIC HT  -         128.371 (meters)     421.16  (feet)  COMP
 CN0058  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CN0058
 CN0058  VERT ORDER  -  SECOND    CLASS 0
 CN0058
 CN0058.The horizontal coordinates were scaled from a topographic map and have
 CN0058.an estimated accuracy of +/- 6 seconds.
 CN0058
 CN0058.The orthometric height was determined by differential leveling
 CN0058.and adjusted by the National Geodetic Survey in June 1991..
 CN0058
 CN0058.The geoid height was determined by GEOID03.
 CN0058
 CN0058.The dynamic height is computed by dividing the NAVD 88
 CN0058.geopotential number by the normal gravity value computed on the
 CN0058.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0058.degrees latitude (g = 980.6199 gals.).
 CN0058
 CN0058.The modeled gravity was interpolated from observed gravity values.
 CN0058
 CN0058;                    North         East    Units  Estimated Accuracy
 CN0058;SPC AL W     -   295,630.      697,320.      MT  (+/- 180 meters Scaled)
 CN0058
 CN0058                          SUPERSEDED SURVEY CONTROL
 CN0058
 CN0058  NGVD 29 (??/??/92)  128.489  (m)          421.55   (f) ADJ UNCH    2 0
 CN0058
 CN0058.Superseded values are not recommended for survey control.
 CN0058.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0058.See file dsdata.txt to determine how the superseded data were derived.
 CN0058
 CN0058_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB504139(NAD 83)
 CN0058_MARKER: DB = BENCH MARK DISK
 CN0058_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0058_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0058_STAMPING: F 297 1949
 CN0058_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0058+STABILITY: SURFACE MOTION
 CN0058
 CN0058  HISTORY     - Date     Condition        Report By
 CN0058  HISTORY     - 1949     MONUMENTED       CGS
 CN0058
 CN0058                          STATION DESCRIPTION
 CN0058
 CN0058'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0058'1.05 MI S FROM WADSWORTH.
 CN0058'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE COTTON GIN AT
 CN0058'WADSWORTH, AT THE T JUNCTION OF AN EAST-WEST ROAD, 54 FEET
 CN0058'WEST-SOUTHWEST OF THE CENTER OF THE JUNCTION, 71 FEET EAST-NORTHEAST
 CN0058'OF A 36-INCH OAK TREE, 42 FEET SOUTH OF THE CENTER LINE OF THE
 CN0058'EAST-WEST ROAD, 26 FEET SOUTHWEST OF A 30-INCH OAK TREE, 1 1/2 FEET
 CN0058'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD, AND
 CN0058'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1019 ***********************************************************************
 CN1019  DESIGNATION -  F 298
 CN1019  PID         -  CN1019
 CN1019  STATE/COUNTY-  AL/AUTAUGA
 CN1019  USGS QUAD   -  LOWNDESBORO (1981)
 CN1019
 CN1019                         *CURRENT SURVEY CONTROL
 CN1019  ___________________________________________________________________
 CN1019* NAD 83(1986)-  32 21 36.     (N)    086 32 19.     (W)     SCALED    
 CN1019* NAVD 88     -        42.422  (meters)     139.18   (feet)  ADJUSTED  
 CN1019  ___________________________________________________________________
 CN1019  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 CN1019  DYNAMIC HT  -          42.373 (meters)     139.02  (feet)  COMP
 CN1019  MODELED GRAV-     979,494.3   (mgal)                       NAVD 88
 CN1019
 CN1019  VERT ORDER  -  SECOND    CLASS 0
 CN1019
 CN1019.The horizontal coordinates were scaled from a topographic map and have
 CN1019.an estimated accuracy of +/- 6 seconds.
 CN1019
 CN1019.The orthometric height was determined by differential leveling
 CN1019.and adjusted by the National Geodetic Survey in June 1991..
 CN1019
 CN1019.The geoid height was determined by GEOID03.
 CN1019
 CN1019.The dynamic height is computed by dividing the NAVD 88
 CN1019.geopotential number by the normal gravity value computed on the
 CN1019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1019.degrees latitude (g = 980.6199 gals.).
 CN1019
 CN1019.The modeled gravity was interpolated from observed gravity values.
 CN1019
 CN1019;                    North         East    Units  Estimated Accuracy
 CN1019;SPC AL W     -   262,050.      690,480.      MT  (+/- 180 meters Scaled)
 CN1019
 CN1019                          SUPERSEDED SURVEY CONTROL
 CN1019
 CN1019  NGVD 29 (??/??/92)   42.409  (m)          139.14   (f) ADJ UNCH    2 0
 CN1019
 CN1019.Superseded values are not recommended for survey control.
 CN1019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1019.See file dsdata.txt to determine how the superseded data were derived.
 CN1019
 CN1019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA434804(NAD 83)
 CN1019_MARKER: DB = BENCH MARK DISK
 CN1019_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1019_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1019_STAMPING: F 298 1949
 CN1019_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1019+STABILITY: SURFACE MOTION
 CN1019
 CN1019  HISTORY     - Date     Condition        Report By
 CN1019  HISTORY     - 1949     MONUMENTED       CGS
 CN1019
 CN1019                          STATION DESCRIPTION
 CN1019
 CN1019'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1019'13.1 MI SW FROM PRATTVILLE.
 CN1019'ABOUT 5.65 MILES WEST ALONG STATE HIGHWAY 14 FROM THE JUNCTION OF U.S.
 CN1019'HIGHWAY 82 AT PRATTVILLE, THENCE ABOUT 2.85 MILES SOUTH AND SOUTHEAST
 CN1019'ALONG A GRAVEL ROAD THENCE ABOUT 0.55 MILE NORTHEAST ALONG A GRAVEL
 CN1019'ROAD, THENCE ABOUT 3.05 MILES SOUTH AND WEST ALONG A DIRT ROAD, THENCE
 CN1019'ABOUT 0.85 MILE WEST ALONG A PRIVATE ROAD THRU A LARGE PLANTATION,
 CN1019'THENCE ABOUT 0.15 MILE SOUTHWEST ALONG A TRAIL, AT A STEEL AND
 CN1019'CONCRETE CATTLE GUARD, AND AT A POINT WHERE FENCE LINE CHANGES
 CN1019'DIRECTION, 50 FEET NORTH OF A TRIANGULAR BLAZED 8-INCH ELM TREE, 27
 CN1019'FEET WEST-SOUTHWEST OF THE WEST CORNER OF THE CATTLE GUARD, 1 FOOT
 CN1019'SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN
 CN1019'WITNESS POST, ABOUT LEVEL WITH THE CATTLE GUARD AND SET IN THE TOP OF
 CN1019'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- FROM THIS POINT LINE
 CN1019'FOLLOWS SOUTH THRU A PASTURE FOR ABOUT 0.75 MILE TO A POINT ABOUT 150
 CN1019'YARDS NORTH OF A THIN EAST-WEST ROW OF TREES, THENCE WEST THRU WOODS
 CN1019'FOR ABOUT 0.15 MILE TO THE EAST BANK OF THE ALABAMA RIVER, THENCE
 CN1019'ABOUT 150 YARDS SOUTH ALONG THE RIVER BANK TO A POINT NEAR THE NORTH
 CN1019'END OF A LARGE SAND BAR IN RIVER.  LINE CROSSES RIVER AT THIS POINT.
 CN1019'SEE DESCRIPTION OF BENCH MARK U 297 ON WEST BANK OF RIVER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1435 ***********************************************************************
 CN1435  DESIGNATION -  F 299
 CN1435  PID         -  CN1435
 CN1435  STATE/COUNTY-  AL/AUTAUGA
 CN1435  USGS QUAD   -  VIDA (1987)
 CN1435
 CN1435                         *CURRENT SURVEY CONTROL
 CN1435  ___________________________________________________________________
 CN1435* NAD 83(1986)-  32 31 57.     (N)    086 42 47.     (W)     SCALED    
 CN1435* NAVD 88     -       116.020  (meters)     380.64   (feet)  ADJUSTED  
 CN1435  ___________________________________________________________________
 CN1435  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 CN1435  DYNAMIC HT  -         115.887 (meters)     380.21  (feet)  COMP
 CN1435  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CN1435
 CN1435  VERT ORDER  -  SECOND    CLASS 0
 CN1435
 CN1435.The horizontal coordinates were scaled from a topographic map and have
 CN1435.an estimated accuracy of +/- 6 seconds.
 CN1435
 CN1435.The orthometric height was determined by differential leveling
 CN1435.and adjusted by the National Geodetic Survey in June 1991..
 CN1435
 CN1435.The geoid height was determined by GEOID03.
 CN1435
 CN1435.The dynamic height is computed by dividing the NAVD 88
 CN1435.geopotential number by the normal gravity value computed on the
 CN1435.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1435.degrees latitude (g = 980.6199 gals.).
 CN1435
 CN1435.The modeled gravity was interpolated from observed gravity values.
 CN1435
 CN1435;                    North         East    Units  Estimated Accuracy
 CN1435;SPC AL W     -   281,040.      673,920.      MT  (+/- 180 meters Scaled)
 CN1435
 CN1435                          SUPERSEDED SURVEY CONTROL
 CN1435
 CN1435  NGVD 29 (??/??/92)  115.991  (m)          380.55   (f) ADJ UNCH    2 0
 CN1435
 CN1435.Superseded values are not recommended for survey control.
 CN1435.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1435.See file dsdata.txt to determine how the superseded data were derived.
 CN1435
 CN1435_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA269994(NAD 83)
 CN1435_MARKER: DB = BENCH MARK DISK
 CN1435_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1435_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1435_STAMPING: F 299 1949
 CN1435_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1435+STABILITY: SURFACE MOTION
 CN1435
 CN1435  HISTORY     - Date     Condition        Report By
 CN1435  HISTORY     - 1949     MONUMENTED       CGS
 CN1435  HISTORY     - 1962     GOOD             NGS
 CN1435
 CN1435                          STATION DESCRIPTION
 CN1435
 CN1435'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CN1435'1.0 MI NW FROM INDEPENDENCE.
 CN1435'LOCATED 1.0 MILE NORTHWEST ALONG A BLACKTOPPED ROAD FROM THE C.R.
 CN1435'ASKIN STORE AT INDEPENDENCE, AT A HOUSE ON THE SOUTHWEST SIDE OF THE
 CN1435'ROAD, 45 1/2 FEET NORTH OF THE NORTH CORNER OF THE HOUSE, 50 FEET
 CN1435'SOUTHWEST OF THE CENTERLINE OF THE ROAD, 10 1/2 FEET SOUTHEAST OF A
 CN1435'POWER POLE, 11 1/2 FEET SOUTHWEST OF THE EAST CORNER OF THE GARDEN
 CN1435'FENCE, 1/2 FOOT EAST OF THE FENCE LINE, 1 FOOT SOUTH OF A METAL
 CN1435'WITNESS POST.  IT IS A STANDARD DISK, STAMPED F 299 1949, SET IN THE
 CN1435'TOP OF A CONCRETE POST, PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0433 ***********************************************************************
 CN0433  DESIGNATION -  F 30
 CN0433  PID         -  CN0433
 CN0433  STATE/COUNTY-  AL/MONTGOMERY
 CN0433  USGS QUAD   -  MOUNT MEIGS (1987)
 CN0433
 CN0433                         *CURRENT SURVEY CONTROL
 CN0433  ___________________________________________________________________
 CN0433* NAD 83(1986)-  32 16 16.     (N)    086 02 05.     (W)     SCALED    
 CN0433* NAVD 88     -        80.815  (meters)     265.14   (feet)  ADJUSTED  
 CN0433  ___________________________________________________________________
 CN0433  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 CN0433  DYNAMIC HT  -          80.721 (meters)     264.83  (feet)  COMP
 CN0433  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CN0433
 CN0433  VERT ORDER  -  SECOND    CLASS 0
 CN0433
 CN0433.The horizontal coordinates were scaled from a topographic map and have
 CN0433.an estimated accuracy of +/- 6 seconds.
 CN0433
 CN0433.The orthometric height was determined by differential leveling
 CN0433.and adjusted by the National Geodetic Survey in June 1991..
 CN0433
 CN0433.The geoid height was determined by GEOID03.
 CN0433
 CN0433.The dynamic height is computed by dividing the NAVD 88
 CN0433.geopotential number by the normal gravity value computed on the
 CN0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0433.degrees latitude (g = 980.6199 gals.).
 CN0433
 CN0433.The modeled gravity was interpolated from observed gravity values.
 CN0433
 CN0433;                    North         East    Units  Estimated Accuracy
 CN0433;SPC AL E     -   196,380.      181,030.      MT  (+/- 180 meters Scaled)
 CN0433
 CN0433                          SUPERSEDED SURVEY CONTROL
 CN0433
 CN0433  NGVD 29 (??/??/92)   80.798  (m)          265.08   (f) ADJ UNCH    2 0
 CN0433
 CN0433.Superseded values are not recommended for survey control.
 CN0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0433.See file dsdata.txt to determine how the superseded data were derived.
 CN0433
 CN0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA909708(NAD 83)
 CN0433_MARKER: DB = BENCH MARK DISK
 CN0433_SETTING: 0 = UNSPECIFIED SETTING
 CN0433_STAMPING: F 30 1934
 CN0433_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0433
 CN0433  HISTORY     - Date     Condition        Report By
 CN0433  HISTORY     - 1934     MONUMENTED       CGS
 CN0433  HISTORY     - 1943     GOOD             NGS
 CN0433
 CN0433                          STATION DESCRIPTION
 CN0433
 CN0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0433'2.0 MI W FROM MATHEWS.
 CN0433'ALONG THE RIGHT OF WAY OF THE CENTRAL OF GEORGIA RAILROAD 18 1/2
 CN0433'RAILS, APPROXIMATELY 204 YARDS EAST OF MILEPOST S 395, M 19.  9 1/4
 CN0433'RAILS WEST OF PRIVATE CROSSING.  46 FEET NORTH OF THE TRACK.  2 FEET
 CN0433'EAST OF TRAIL RIGHT OF WAY MARKER.  1 FOOT SOUTH OF RIGHT OF WAY
 CN0433'FENCE.
 CN0433
 CN0433                          STATION RECOVERY (1943)
 CN0433
 CN0433'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CN0433'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0409 ***********************************************************************
 CN0409  DESIGNATION -  F 300
 CN0409  PID         -  CN0409
 CN0409  STATE/COUNTY-  AL/MONTGOMERY
 CN0409  USGS QUAD   -  SNOWDOUN (1985)
 CN0409
 CN0409                         *CURRENT SURVEY CONTROL
 CN0409  ___________________________________________________________________
 CN0409* NAD 83(1992)-  32 08 59.14149(N)    086 16 15.77712(W)     ADJUSTED  
 CN0409* NAVD 88     -        77.107  (meters)     252.98   (feet)  ADJUSTED  
 CN0409  ___________________________________________________________________
 CN0409  X           -     351,540.779 (meters)                     COMP
 CN0409  Y           -  -5,393,838.000 (meters)                     COMP
 CN0409  Z           -   3,374,529.680 (meters)                     COMP
 CN0409  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 CN0409  ELLIP HEIGHT-          49.65  (meters)          (07/29/02) GPS OBS
 CN0409  GEOID HEIGHT-         -27.42  (meters)                     GEOID03
 CN0409  DYNAMIC HT  -          77.018 (meters)     252.68  (feet)  COMP
 CN0409  MODELED GRAV-     979,482.6   (mgal)                       NAVD 88
 CN0409
 CN0409  HORZ ORDER  -  FIRST
 CN0409  VERT ORDER  -  FIRST     CLASS I
 CN0409  ELLP ORDER  -  FOURTH    CLASS I
 CN0409
 CN0409.The horizontal coordinates were established by GPS observations
 CN0409.and adjusted by the National Geodetic Survey in December 1992..
 CN0409
 CN0409.The orthometric height was determined by differential leveling
 CN0409.and adjusted by the National Geodetic Survey in June 1991..
 CN0409
 CN0409.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CN0409
 CN0409.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN0409
 CN0409.The ellipsoidal height was determined by GPS observations
 CN0409.and is referenced to NAD 83.
 CN0409
 CN0409.The geoid height was determined by GEOID03.
 CN0409
 CN0409.The dynamic height is computed by dividing the NAVD 88
 CN0409.geopotential number by the normal gravity value computed on the
 CN0409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0409.degrees latitude (g = 980.6199 gals.).
 CN0409
 CN0409.The modeled gravity was interpolated from observed gravity values.
 CN0409
 CN0409;                    North         East     Units Scale Factor Converg.
 CN0409;SPC AL E     -   182,994.092   158,707.699   MT  0.99998102   -0 13 58.5
 CN0409;UTM  16      - 3,557,268.528   568,741.958   MT  0.99965827   +0 23 16.5
 CN0409
 CN0409!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN0409!SPC AL E     -   0.99999220  x   0.99998102  =   0.99997322
 CN0409!UTM  16      -   0.99999220  x   0.99965827  =   0.99965048
 CN0409
 CN0409                          SUPERSEDED SURVEY CONTROL
 CN0409
 CN0409  ELLIP H (12/04/92)   49.75   (m)                       GP(       ) 4 1
 CN0409  NAD 83(1986)-  32 08 59.15184(N)    086 16 15.78228(W) AD(       ) 1
 CN0409  NAVD 88 (06/05/92)   77.11   (m)          253.0    (f) LEVELING    3  
 CN0409  NGVD 29 (??/??/92)   77.089  (m)          252.92   (f) ADJ UNCH    1 1
 CN0409
 CN0409.Superseded values are not recommended for survey control.
 CN0409.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0409.See file dsdata.txt to determine how the superseded data were derived.
 CN0409
 CN0409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA6874257269(NAD 83)
 CN0409_MARKER: DB = BENCH MARK DISK
 CN0409_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0409_SP_SET: CONCRETE POST
 CN0409_STAMPING: F 300 1949
 CN0409_MARK LOGO: CGS   
 CN0409_MAGNETIC: O = OTHER; SEE DESCRIPTION
 CN0409_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0409+STABILITY: SURFACE MOTION
 CN0409_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN0409+SATELLITE: SATELLITE OBSERVATIONS - February 26, 1994
 CN0409
 CN0409  HISTORY     - Date     Condition        Report By
 CN0409  HISTORY     - 1949     MONUMENTED       CGS
 CN0409  HISTORY     - 1967     GOOD             NGS
 CN0409  HISTORY     - 19890715 GOOD             ALHD
 CN0409  HISTORY     - 19910621 GOOD             ALHD
 CN0409  HISTORY     - 19940226 GOOD             MSI
 CN0409  HISTORY     - 20010415 GOOD             NGS
 CN0409
 CN0409                          STATION DESCRIPTION
 CN0409
 CN0409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0409'3.4 MI N FROM ADA.
 CN0409'ABOUT 3.4 MILES NORTH ALONG U. S. HIGHWAY 331 FROM THE JUNCTION OF
 CN0409'STATE HIGHWAY 94 AT ADA, ABOUT 0.8 MILE SOUTH OF THE GRAVELED ROAD
 CN0409'CROSSING AT LE GRAND, NEAR THE JUNCTION OF A GRAVELED ROAD LEADING
 CN0409'SOUTHWEST, 146 FEET SOUTH OF A 30-INCH OAK TREE IN FENCE LINE, 55 FEET
 CN0409'NORTHEAST OF THE CENTER LINE OF A ROAD LEADING SOUTHWEST, 48 FEET EAST
 CN0409'OF THE CENTER LINE OF THE HIGHWAY, 26 FEET NORTH OF A FENCE CORNER,
 CN0409'1.0 FOOT WEST OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF THE
 CN0409'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES
 CN0409'ABOVE THE LEVEL OF THE GROUND.  NOTE-- MARK MAY BE REACHED BY GOING
 CN0409'6.8 MILES SOUTH ALONG U. S. HIGHWAY 331 FROM THE BLACK TOPPED ROAD
 CN0409'CROSSING AT SNOWDOUN.
 CN0409
 CN0409                          STATION RECOVERY (1989)
 CN0409
 CN0409'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 CN0409'THE STATION IS 5.5 KM (3.40 MI) NORTH OF ADA, ALABAMA ON THE EAST
 CN0409'RIGHT OF WAY OF UNITED STATES HIGHWAY 331.
 CN0409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 331 AND ALABAMA
 CN0409'HIGHWAY 94 IN ADA, GO NORTH ON U.S. HIGHWAY 331 FOR 5.5 KM (3.40 MI)
 CN0409'TO MILE POST 89.00 AND THE STATION ON THE RIGHT.
 CN0409'THE STATION MARK IS 44.5 M (146.0 FT) SOUTH OF A 36 INCH OAK TREE IN
 CN0409'FRONT OF A RED BRICK RESIDENCE, 23.77 M (78.0 FT) SOUTH OF THE
 CN0409'SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A RED BRICK RESIDENCE,
 CN0409'14.63 M (48.0 FT) EAST OF THE CENTER LINE OF HIGHWAY 331, 7.01 M
 CN0409'(23.0 FT) EAST OF MILE POST 89.00, AND 0.30 M (1.0 FT) WEST OF A METAL
 CN0409'WITNESS POST AND SIGN.
 CN0409'NOTE - MARK HAS BEEN TILTED SLIGHTLY TO THE EAST.
 CN0409'STATION T3-7 CAN BE USED AS AN AZIMUTH.
 CN0409'DESCRIBED BY JDS, TYPED BY WJR.
 CN0409
 CN0409                          STATION RECOVERY (1991)
 CN0409
 CN0409'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CN0409'THE STATION IS 5.5 KM (3.40 MI) NORTH OF ADA, ALABAMA ON THE EAST
 CN0409'RIGHT OF WAY OF UNITED STATES HIGHWAY 331.
 CN0409'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 331 AND ALABAMA
 CN0409'HIGHWAY 94 IN ADA, GO NORTH ON U.S. HIGHWAY 331 FOR 5.5 KM (3.40 MI)
 CN0409'TO MILE POST 89.00 AND THE STATION ON THE RIGHT.
 CN0409'THE STATION MARK IS 44.5 M (146.0 FT) SOUTH OF A 36 INCH OAK TREE IN
 CN0409'FRONT OF A RED BRICK RESIDENCE, 23.77 M (77.99 FT) SOUTH OF THE
 CN0409'SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND A RED BRICK RESIDENCE,
 CN0409'14.63 M (48.00 FT) EAST OF THE CENTER LINE OF HIGHWAY 331, 7.01 M
 CN0409'(23.00 FT) EAST OF MILE POST 89.00, AND 0.30 M (0.98 FT) WEST OF A
 CN0409'METAL WITNESS POST AND SIGN.
 CN0409'NOTE - MARK HAS BEEN TILTED SLIGHTLY TO THE EAST.
 CN0409'STATION T3-7 CAN BE USED AS AN AZIMUTH.
 CN0409
 CN0409                          STATION RECOVERY (1994)
 CN0409
 CN0409'RECOVERY NOTE BY MEASUREMENT SCIENCE INCORPORATED 1994 (DS)
 CN0409'RECOVERED AS DESCRIBED.
 CN0409
 CN0409                          STATION RECOVERY (2001)
 CN0409
 CN0409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 CN0409'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0679 ***********************************************************************
 CN0679  DESIGNATION -  F 301
 CN0679  PID         -  CN0679
 CN0679  STATE/COUNTY-  AL/LOWNDES
 CN0679  USGS QUAD   -  CANTELOUS (1981)
 CN0679
 CN0679                         *CURRENT SURVEY CONTROL
 CN0679  ___________________________________________________________________
 CN0679* NAD 83(1986)-  32 15 20.     (N)    086 28 51.     (W)     SCALED    
 CN0679* NAVD 88     -        62.818  (meters)     206.10   (feet)  ADJUSTED  
 CN0679  ___________________________________________________________________
 CN0679  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 CN0679  DYNAMIC HT  -          62.746 (meters)     205.86  (feet)  COMP
 CN0679  MODELED GRAV-     979,492.3   (mgal)                       NAVD 88
 CN0679
 CN0679  VERT ORDER  -  SECOND    CLASS 0
 CN0679
 CN0679.The horizontal coordinates were scaled from a topographic map and have
 CN0679.an estimated accuracy of +/- 6 seconds.
 CN0679
 CN0679.The orthometric height was determined by differential leveling
 CN0679.and adjusted by the National Geodetic Survey in June 1991..
 CN0679
 CN0679.The geoid height was determined by GEOID03.
 CN0679
 CN0679.The dynamic height is computed by dividing the NAVD 88
 CN0679.geopotential number by the normal gravity value computed on the
 CN0679.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0679.degrees latitude (g = 980.6199 gals.).
 CN0679
 CN0679.The modeled gravity was interpolated from observed gravity values.
 CN0679
 CN0679;                    North         East    Units  Estimated Accuracy
 CN0679;SPC AL W     -   250,520.      696,030.      MT  (+/- 180 meters Scaled)
 CN0679
 CN0679                          SUPERSEDED SURVEY CONTROL
 CN0679
 CN0679  NGVD 29 (??/??/92)   62.804  (m)          206.05   (f) ADJ UNCH    2 0
 CN0679
 CN0679.Superseded values are not recommended for survey control.
 CN0679.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0679.See file dsdata.txt to determine how the superseded data were derived.
 CN0679
 CN0679_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA489688(NAD 83)
 CN0679_MARKER: DB = BENCH MARK DISK
 CN0679_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0679_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0679_STAMPING: F 301 1949
 CN0679_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0679+STABILITY: SURFACE MOTION
 CN0679
 CN0679  HISTORY     - Date     Condition        Report By
 CN0679  HISTORY     - 1949     MONUMENTED       CGS
 CN0679  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0679
 CN0679                          STATION DESCRIPTION
 CN0679
 CN0679'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0679'7.4 MI SW FROM HOPE HULL.
 CN0679'ABOUT 0.2 MILE WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT HOPE
 CN0679'HULL, THENCE ABOUT 2.8 MILES SOUTHWEST ALONG A GRAVEL ROAD, THENCE
 CN0679'ABOUT 4.4 MILES WEST AND NORTHWEST ALONG A GRAVEL ROAD, ABOUT 0.8 MILE
 CN0679'EAST OF THE T JUNCTION OF A NORTH-SOUTH GRAVEL ROAD, ABOUT 0.6 MILE
 CN0679'NORTHWEST OF A WOODEN BRIDGE OVER A CREEK, AT THE TOP OF A GRADE, 20
 CN0679'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 1 1/2 FEET NORTH OF THE
 CN0679'FENCE LINE, 43 FEET SOUTH AND ACROSS ROAD FROM A 22-INCH OAK TREE
 CN0679'SERVING AS A GATE POST, 2 FEET EAST OF A WHITE WOODEN WITNESS POST 1
 CN0679'FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN0679'INCHES.
 CN0679
 CN0679                          STATION RECOVERY (1975)
 CN0679
 CN0679'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0679'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0889 ***********************************************************************
 CN0889  DESIGNATION -  F 302
 CN0889  PID         -  CN0889
 CN0889  STATE/COUNTY-  AL/LOWNDES
 CN0889  USGS QUAD   -  CALHOUN (1981)
 CN0889
 CN0889                         *CURRENT SURVEY CONTROL
 CN0889  ___________________________________________________________________
 CN0889* NAD 83(1986)-  32 04 18.     (N)    086 33 31.     (W)     SCALED    
 CN0889* NAVD 88     -        74.720  (meters)     245.14   (feet)  ADJUSTED  
 CN0889  ___________________________________________________________________
 CN0889  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CN0889  DYNAMIC HT  -          74.633 (meters)     244.86  (feet)  COMP
 CN0889  MODELED GRAV-     979,474.3   (mgal)                       NAVD 88
 CN0889
 CN0889  VERT ORDER  -  SECOND    CLASS 0
 CN0889
 CN0889.The horizontal coordinates were scaled from a topographic map and have
 CN0889.an estimated accuracy of +/- 6 seconds.
 CN0889
 CN0889.The orthometric height was determined by differential leveling
 CN0889.and adjusted by the National Geodetic Survey in June 1991..
 CN0889
 CN0889.The geoid height was determined by GEOID03.
 CN0889
 CN0889.The dynamic height is computed by dividing the NAVD 88
 CN0889.geopotential number by the normal gravity value computed on the
 CN0889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0889.degrees latitude (g = 980.6199 gals.).
 CN0889
 CN0889.The modeled gravity was interpolated from observed gravity values.
 CN0889
 CN0889;                    North         East    Units  Estimated Accuracy
 CN0889;SPC AL W     -   230,060.      688,880.      MT  (+/- 180 meters Scaled)
 CN0889
 CN0889                          SUPERSEDED SURVEY CONTROL
 CN0889
 CN0889  NGVD 29 (??/??/92)   74.693  (m)          245.06   (f) ADJ UNCH    2 0
 CN0889
 CN0889.Superseded values are not recommended for survey control.
 CN0889.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0889.See file dsdata.txt to determine how the superseded data were derived.
 CN0889
 CN0889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA416484(NAD 83)
 CN0889_MARKER: DB = BENCH MARK DISK
 CN0889_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0889_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0889_STAMPING: F 302 1949
 CN0889_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0889+STABILITY: SURFACE MOTION
 CN0889
 CN0889  HISTORY     - Date     Condition        Report By
 CN0889  HISTORY     - 1949     MONUMENTED       CGS
 CN0889
 CN0889                          STATION DESCRIPTION
 CN0889
 CN0889'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0889'1.75 MI NW FROM CALHOUN.
 CN0889'ABOUT 1.75 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 CN0889'NASHVILLE RAILROAD STATION AT CALHOUN, ABOUT 1.0 MILE NORTHWEST OF A
 CN0889'CROSSROAD AND CALHOUN SCHOOLS, AT THE BOTTOM OF GRADES, 71 FEET
 CN0889'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 1 FOOT NORTHEAST OF A WIRE
 CN0889'FENCE, 21 1/2 FEET SOUTHEAST OF THE CENTER OF A GATE TO A PASTURE, 2
 CN0889'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD
 CN0889'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0839 ***********************************************************************
 CN0839  DESIGNATION -  F 303
 CN0839  PID         -  CN0839
 CN0839  STATE/COUNTY-  AL/LOWNDES
 CN0839  USGS QUAD   -  LOWNDESBORO (1981)
 CN0839
 CN0839                         *CURRENT SURVEY CONTROL
 CN0839  ___________________________________________________________________
 CN0839* NAD 83(1986)-  32 15 53.     (N)    086 36 28.     (W)     SCALED    
 CN0839* NAVD 88     -       114.229  (meters)     374.77   (feet)  ADJUSTED  
 CN0839  ___________________________________________________________________
 CN0839  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 CN0839  DYNAMIC HT  -         114.098 (meters)     374.34  (feet)  COMP
 CN0839  MODELED GRAV-     979,486.1   (mgal)                       NAVD 88
 CN0839
 CN0839  VERT ORDER  -  SECOND    CLASS 0
 CN0839
 CN0839.The horizontal coordinates were scaled from a topographic map and have
 CN0839.an estimated accuracy of +/- 6 seconds.
 CN0839
 CN0839.The orthometric height was determined by differential leveling
 CN0839.and adjusted by the National Geodetic Survey in June 1991..
 CN0839
 CN0839.The geoid height was determined by GEOID03.
 CN0839
 CN0839.The dynamic height is computed by dividing the NAVD 88
 CN0839.geopotential number by the normal gravity value computed on the
 CN0839.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0839.degrees latitude (g = 980.6199 gals.).
 CN0839
 CN0839.The modeled gravity was interpolated from observed gravity values.
 CN0839
 CN0839;                    North         East    Units  Estimated Accuracy
 CN0839;SPC AL W     -   251,430.      684,060.      MT  (+/- 180 meters Scaled)
 CN0839
 CN0839                          SUPERSEDED SURVEY CONTROL
 CN0839
 CN0839  NGVD 29 (??/??/92)  114.204  (m)          374.68   (f) ADJ UNCH    2 0
 CN0839
 CN0839.Superseded values are not recommended for survey control.
 CN0839.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0839.See file dsdata.txt to determine how the superseded data were derived.
 CN0839
 CN0839_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA369698(NAD 83)
 CN0839_MARKER: DB = BENCH MARK DISK
 CN0839_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0839_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0839_STAMPING: F 303 1949
 CN0839_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0839+STABILITY: SURFACE MOTION
 CN0839
 CN0839  HISTORY     - Date     Condition        Report By
 CN0839  HISTORY     - 1949     MONUMENTED       CGS
 CN0839
 CN0839                          STATION DESCRIPTION
 CN0839
 CN0839'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0839'0.15 MI S FROM LOWNDESBORO.
 CN0839'ABOUT 0.15 MILE SOUTH ALONG STATE HIGHWAY 97 FROM THE JUNCTION OF U.S.
 CN0839'HIGHWAY 80 AT LOWNDESBORO, ABOUT 1.45 MILES NORTH OF A CHURCH, ABOUT
 CN0839'1.25 MILES NORTH OF A CROSS ROAD, AT THE NORTH END OF A CUT, 42 FEET
 CN0839'EAST OF THE CENTER LINE OF THE HIGHWAY, 1 1/2 FEET WEST OF A FENCE
 CN0839'LINE, 72 FEET SOUTH OF THE EAST END OF A 24-INCH PIPE CULVERT, 2 FEET
 CN0839'SOUTH OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET BELOW THE HIGHWAY AND
 CN0839'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0975 ***********************************************************************
 CN0975  DESIGNATION -  F 304
 CN0975  PID         -  CN0975
 CN0975  STATE/COUNTY-  AL/DALLAS
 CN0975  USGS QUAD   -  PLEASANT HILL (1987)
 CN0975
 CN0975                         *CURRENT SURVEY CONTROL
 CN0975  ___________________________________________________________________
 CN0975* NAD 83(1986)-  32 09 57.     (N)    086 54 42.     (W)     SCALED    
 CN0975* NAVD 88     -       123.420  (meters)     404.92   (feet)  ADJUSTED  
 CN0975  ___________________________________________________________________
 CN0975  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CN0975  DYNAMIC HT  -         123.277 (meters)     404.45  (feet)  COMP
 CN0975  MODELED GRAV-     979,483.9   (mgal)                       NAVD 88
 CN0975
 CN0975  VERT ORDER  -  SECOND    CLASS 0
 CN0975
 CN0975.The horizontal coordinates were scaled from a topographic map and have
 CN0975.an estimated accuracy of +/- 6 seconds.
 CN0975
 CN0975.The orthometric height was determined by differential leveling
 CN0975.and adjusted by the National Geodetic Survey in June 1991..
 CN0975
 CN0975.The geoid height was determined by GEOID03.
 CN0975
 CN0975.The dynamic height is computed by dividing the NAVD 88
 CN0975.geopotential number by the normal gravity value computed on the
 CN0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0975.degrees latitude (g = 980.6199 gals.).
 CN0975
 CN0975.The modeled gravity was interpolated from observed gravity values.
 CN0975
 CN0975;                    North         East    Units  Estimated Accuracy
 CN0975;SPC AL W     -   240,260.      655,490.      MT  (+/- 180 meters Scaled)
 CN0975
 CN0975                          SUPERSEDED SURVEY CONTROL
 CN0975
 CN0975  NGVD 29 (??/??/92)  123.375  (m)          404.77   (f) ADJ UNCH    2 0
 CN0975
 CN0975.Superseded values are not recommended for survey control.
 CN0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0975.See file dsdata.txt to determine how the superseded data were derived.
 CN0975
 CN0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA083588(NAD 83)
 CN0975_MARKER: DB = BENCH MARK DISK
 CN0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0975_STAMPING: F 304 1949
 CN0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0975+STABILITY: SURFACE MOTION
 CN0975
 CN0975  HISTORY     - Date     Condition        Report By
 CN0975  HISTORY     - 1949     MONUMENTED       CGS
 CN0975  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 CN0975
 CN0975                          STATION DESCRIPTION
 CN0975
 CN0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0975'IN PLEASANT HILL.
 CN0975'AT PLEASANT HILL, AT THE CROSSROADS, 44 FEET SOUTH OF THE CENTER LINE
 CN0975'OF THE EAST-WEST ROAD, 7 FEET EAST OF THE PROLONGED CENTER LINE OF THE
 CN0975'ROAD NORTH, 47 FEET WEST OF THE NORTH PORCH CORNER OF THE C. M. HENRY
 CN0975'STORE, 6.5 FEET SOUTHWEST OF POWER POLE NO. 3/264, 2 FEET NORTH OF A
 CN0975'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND SET IN THE
 CN0975'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CN0975
 CN0975                          STATION RECOVERY (1983)
 CN0975
 CN0975'RECOVERY NOTE BY US POWER SQUADRON 1983 (SKS)
 CN0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0998 ***********************************************************************
 CN0998  DESIGNATION -  F 305
 CN0998  PID         -  CN0998
 CN0998  STATE/COUNTY-  AL/AUTAUGA
 CN0998  USGS QUAD   -  DURANT BEND (1982)
 CN0998
 CN0998                         *CURRENT SURVEY CONTROL
 CN0998  ___________________________________________________________________
 CN0998* NAD 83(1986)-  32 25 07.     (N)    086 47 59.     (W)     SCALED    
 CN0998* NAVD 88     -        95.017  (meters)     311.73   (feet)  ADJUSTED  
 CN0998  ___________________________________________________________________
 CN0998  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 CN0998  DYNAMIC HT  -          94.908 (meters)     311.38  (feet)  COMP
 CN0998  MODELED GRAV-     979,490.8   (mgal)                       NAVD 88
 CN0998
 CN0998  VERT ORDER  -  SECOND    CLASS 0
 CN0998
 CN0998.The horizontal coordinates were scaled from a topographic map and have
 CN0998.an estimated accuracy of +/- 6 seconds.
 CN0998
 CN0998.The orthometric height was determined by differential leveling
 CN0998.and adjusted by the National Geodetic Survey in June 1991..
 CN0998
 CN0998.The geoid height was determined by GEOID03.
 CN0998
 CN0998.The dynamic height is computed by dividing the NAVD 88
 CN0998.geopotential number by the normal gravity value computed on the
 CN0998.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0998.degrees latitude (g = 980.6199 gals.).
 CN0998
 CN0998.The modeled gravity was interpolated from observed gravity values.
 CN0998
 CN0998;                    North         East    Units  Estimated Accuracy
 CN0998;SPC AL W     -   268,360.      665,870.      MT  (+/- 180 meters Scaled)
 CN0998
 CN0998                          SUPERSEDED SURVEY CONTROL
 CN0998
 CN0998  NGVD 29 (??/??/92)   94.980  (m)          311.61   (f) ADJ UNCH    2 0
 CN0998
 CN0998.Superseded values are not recommended for survey control.
 CN0998.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0998.See file dsdata.txt to determine how the superseded data were derived.
 CN0998
 CN0998_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA188868(NAD 83)
 CN0998_MARKER: DB = BENCH MARK DISK
 CN0998_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0998_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0998_STAMPING: F 305 1949
 CN0998_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0998+STABILITY: SURFACE MOTION
 CN0998
 CN0998  HISTORY     - Date     Condition        Report By
 CN0998  HISTORY     - 1949     MONUMENTED       CGS
 CN0998
 CN0998                          STATION DESCRIPTION
 CN0998
 CN0998'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0998'5.5 MI SW FROM MULBERRY.
 CN0998'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER IVY
 CN0998'CREEK AT MULBERRY, THENCE ABOUT 3.9 MILES SOUTH ALONG A DIRT ROAD, AT
 CN0998'A DRIVE WAY WEST TO A FARM HOUSE, ABOUT 0.5 MILE NORTH OF THE JUNCTION
 CN0998'OF A ROAD WEST, ABOUT 0.7 MILE NORTH OF THE JUNCTION OF A ROAD EAST,
 CN0998'27 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD, 12 1/2 FEET NORTH OF
 CN0998'THE CENTER LINE OF THE DRIVE, 10 1/2 FEET WEST OF A FENCE LINE, 1 1/2
 CN0998'FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 CN0998'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2126 ***********************************************************************
 CN2126  DESIGNATION -  F 306
 CN2126  PID         -  CN2126
 CN2126  STATE/COUNTY-  AL/DALLAS
 CN2126  USGS QUAD   -  BLACKWELL BEND (1987)
 CN2126
 CN2126                         *CURRENT SURVEY CONTROL
 CN2126  ___________________________________________________________________
 CN2126* NAD 83(1986)-  32 17 27.     (N)    087 05 43.     (W)     SCALED    
 CN2126* NAVD 88     -        32.211  (meters)     105.68   (feet)  ADJUSTED  
 CN2126  ___________________________________________________________________
 CN2126  GEOID HEIGHT-         -27.85  (meters)                     GEOID03
 CN2126  DYNAMIC HT  -          32.174 (meters)     105.56  (feet)  COMP
 CN2126  MODELED GRAV-     979,506.5   (mgal)                       NAVD 88
 CN2126
 CN2126  VERT ORDER  -  SECOND    CLASS 0
 CN2126
 CN2126.The horizontal coordinates were scaled from a topographic map and have
 CN2126.an estimated accuracy of +/- 6 seconds.
 CN2126
 CN2126.The orthometric height was determined by differential leveling
 CN2126.and adjusted by the National Geodetic Survey in June 1991..
 CN2126
 CN2126.The geoid height was determined by GEOID03.
 CN2126
 CN2126.The dynamic height is computed by dividing the NAVD 88
 CN2126.geopotential number by the normal gravity value computed on the
 CN2126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2126.degrees latitude (g = 980.6199 gals.).
 CN2126
 CN2126.The modeled gravity was interpolated from observed gravity values.
 CN2126
 CN2126;                    North         East    Units  Estimated Accuracy
 CN2126;SPC AL W     -   254,040.      638,120.      MT  (+/- 180 meters Scaled)
 CN2126
 CN2126                          SUPERSEDED SURVEY CONTROL
 CN2126
 CN2126  NGVD 29 (??/??/92)   32.167  (m)          105.53   (f) ADJ UNCH    2 0
 CN2126
 CN2126.Superseded values are not recommended for survey control.
 CN2126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2126.See file dsdata.txt to determine how the superseded data were derived.
 CN2126
 CN2126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA910726(NAD 83)
 CN2126_MARKER: DB = BENCH MARK DISK
 CN2126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2126_STAMPING: F 306 1949
 CN2126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2126+STABILITY: SURFACE MOTION
 CN2126
 CN2126  HISTORY     - Date     Condition        Report By
 CN2126  HISTORY     - 1949     MONUMENTED       CGS
 CN2126  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN2126
 CN2126                          STATION DESCRIPTION
 CN2126
 CN2126'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN2126'2.85 MI SW FROM CAHABA.
 CN2126'ABOUT 0.85 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE JUNCTION OF A
 CN2126'ROAD EAST TO OLD FERRY LANDING AT CAHABA, THENCE ABOUT 2.0 MILES SOUTH
 CN2126'ALONG A GRAVEL ROAD, AT FURNISS AIRPORT, AT THE SOUTHWEST CORNER OF
 CN2126'THE FIELD CONTROL TOWER BUILDING, 272 FEET SOUTH OF THE NORTH BOUNDARY
 CN2126'FENCE LINE, 1 1/2 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CN2126'BUILDING, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, AND SET IN
 CN2126'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN2126
 CN2126                          STATION RECOVERY (1984)
 CN2126
 CN2126'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN2126'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2147 ***********************************************************************
 CN2147  DESIGNATION -  F 307
 CN2147  PID         -  CN2147
 CN2147  STATE/COUNTY-  AL/DALLAS
 CN2147  USGS QUAD   -  TASSO (1987)
 CN2147
 CN2147                         *CURRENT SURVEY CONTROL
 CN2147  ___________________________________________________________________
 CN2147* NAD 83(1986)-  32 11 31.     (N)    087 08 48.     (W)     SCALED    
 CN2147* NAVD 88     -        35.393  (meters)     116.12   (feet)  ADJUSTED  
 CN2147  ___________________________________________________________________
 CN2147  GEOID HEIGHT-         -27.59  (meters)                     GEOID03
 CN2147  DYNAMIC HT  -          35.353 (meters)     115.99  (feet)  COMP
 CN2147  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 CN2147
 CN2147  VERT ORDER  -  SECOND    CLASS 0
 CN2147
 CN2147.The horizontal coordinates were scaled from a topographic map and have
 CN2147.an estimated accuracy of +/- 6 seconds.
 CN2147
 CN2147.The orthometric height was determined by differential leveling
 CN2147.and adjusted by the National Geodetic Survey in June 1991..
 CN2147
 CN2147.The geoid height was determined by GEOID03.
 CN2147
 CN2147.The dynamic height is computed by dividing the NAVD 88
 CN2147.geopotential number by the normal gravity value computed on the
 CN2147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2147.degrees latitude (g = 980.6199 gals.).
 CN2147
 CN2147.The modeled gravity was interpolated from observed gravity values.
 CN2147
 CN2147;                    North         East    Units  Estimated Accuracy
 CN2147;SPC AL W     -   243,060.      633,320.      MT  (+/- 180 meters Scaled)
 CN2147
 CN2147                          SUPERSEDED SURVEY CONTROL
 CN2147
 CN2147  NGVD 29 (??/??/92)   35.352  (m)          115.98   (f) ADJ UNCH    2 0
 CN2147
 CN2147.Superseded values are not recommended for survey control.
 CN2147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2147.See file dsdata.txt to determine how the superseded data were derived.
 CN2147
 CN2147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA861617(NAD 83)
 CN2147_MARKER: DB = BENCH MARK DISK
 CN2147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2147_STAMPING: F 307 1949
 CN2147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2147+STABILITY: SURFACE MOTION
 CN2147
 CN2147  HISTORY     - Date     Condition        Report By
 CN2147  HISTORY     - 1949     MONUMENTED       CGS
 CN2147  HISTORY     - 20050628 GOOD             ALDOT
 CN2147
 CN2147                          STATION DESCRIPTION
 CN2147
 CN2147'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN2147'4.35 MI NE FROM PINE BELT.
 CN2147'ABOUT 3.0 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE BUILDING AT
 CN2147'PINE BELT, THENCE ABOUT 1.35 MILES NORTHWEST ALONG A GRAVEL ROAD,
 CN2147'ABOUT 0.25 MILE NORTHWEST OF CHEERFUL SCHOOL (COLORED), 102 FEET
 CN2147'NORTHWEST OF THE NORTH CORNER OF A CHURCH BUILDING, 99 1/2 FEET
 CN2147'EAST-NORTHEAST OF THE EAST CORNER OF A STORE BUILDING, 52 1/2 FEET
 CN2147'EAST-NORTHEAST OF A 48-INCH OAK TREE, 29 1/2 FEET SOUTHWEST OF THE
 CN2147'CENTER LINE OF THE ROAD, 7 1/2 FEET SOUTH OF A POWER POLE WITH
 CN2147'TRANSFORMER, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST,
 CN2147'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN2147'PROJECTING 2 INCHES.
 CN2147
 CN2147                          STATION RECOVERY (2005)
 CN2147
 CN2147'RECOVERY NOTE BY ALABAMA DEPARTMENT OF TRANSPORTATION 2005
 CN2147'MARK IS 6.5 FEET SOUTH OF A METAL WITNESS POST, THE 48 INCH OAK TREE
 CN2147'IN THE CALL IS GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0948 ***********************************************************************
 CN0948  DESIGNATION -  F 308
 CN0948  PID         -  CN0948
 CN0948  STATE/COUNTY-  AL/DALLAS
 CN0948  USGS QUAD   -  SARDIS (1982)
 CN0948
 CN0948                         *CURRENT SURVEY CONTROL
 CN0948  ___________________________________________________________________
 CN0948* NAD 83(1986)-  32 16 13.     (N)    086 55 00.     (W)     SCALED    
 CN0948* NAVD 88     -        76.978  (meters)     252.55   (feet)  ADJUSTED  
 CN0948  ___________________________________________________________________
 CN0948  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 CN0948  DYNAMIC HT  -          76.889 (meters)     252.26  (feet)  COMP
 CN0948  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CN0948
 CN0948  VERT ORDER  -  SECOND    CLASS 0
 CN0948
 CN0948.The horizontal coordinates were scaled from a topographic map and have
 CN0948.an estimated accuracy of +/- 6 seconds.
 CN0948
 CN0948.The orthometric height was determined by differential leveling
 CN0948.and adjusted by the National Geodetic Survey in June 1991..
 CN0948
 CN0948.The geoid height was determined by GEOID03.
 CN0948
 CN0948.The dynamic height is computed by dividing the NAVD 88
 CN0948.geopotential number by the normal gravity value computed on the
 CN0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0948.degrees latitude (g = 980.6199 gals.).
 CN0948
 CN0948.The modeled gravity was interpolated from observed gravity values.
 CN0948
 CN0948;                    North         East    Units  Estimated Accuracy
 CN0948;SPC AL W     -   251,840.      654,960.      MT  (+/- 180 meters Scaled)
 CN0948
 CN0948                          SUPERSEDED SURVEY CONTROL
 CN0948
 CN0948  NGVD 29 (??/??/92)   76.936  (m)          252.41   (f) ADJ UNCH    2 0
 CN0948
 CN0948.Superseded values are not recommended for survey control.
 CN0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0948.See file dsdata.txt to determine how the superseded data were derived.
 CN0948
 CN0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA078703(NAD 83)
 CN0948_MARKER: DB = BENCH MARK DISK
 CN0948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0948_STAMPING: F 308 1949
 CN0948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0948+STABILITY: SURFACE MOTION
 CN0948
 CN0948  HISTORY     - Date     Condition        Report By
 CN0948  HISTORY     - 1949     MONUMENTED       CGS
 CN0948  HISTORY     - 1956     MARK NOT FOUND   USGS
 CN0948
 CN0948                          STATION DESCRIPTION
 CN0948
 CN0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0948'1.3 MI W FROM POLK.
 CN0948'ABOUT 1.3 MILES WEST ALONG A GRAVEL ROAD LEADING TO SARDIS FROM THE
 CN0948'CROSSROADS AT POLK, ABOUT 0.2 MILE WEST OF A 30-FOOT WOODEN BRIDGE,
 CN0948'ABOUT 0.15 MILE WEST OF THE JUNCTION OF A DIM ROAD NORTH, ABOUT 0.95
 CN0948'MILE EAST OF A BRIDGE OVER SOAPSTONE CREEK, AT A HOUSE NORTH OF ROAD,
 CN0948'AT THE SOUTHWEST CORNER OF THE LAWN HEDGE, 49 FEET NORTH OF THE CENTER
 CN0948'LINE OF THE ROAD, 55 FEET WEST-NORTHWEST OF A 24-INCH OAK TREE, 46 1/2
 CN0948'FEET SOUTHWEST OF THE BRICK CHIMNEY AT WEST SIDE OF HOUSE, 2 1/2 FEET
 CN0948'SOUTHEAST OF THE SOUTHWEST CORNER OF LAWN FENCE, 1 1/2 FEET SOUTHEAST
 CN0948'OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN
 CN0948'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN0948
 CN0948                          STATION RECOVERY (1956)
 CN0948
 CN0948'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1956
 CN0948'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0959 ***********************************************************************
 CN0959  DESIGNATION -  F 309
 CN0959  PID         -  CN0959
 CN0959  STATE/COUNTY-  AL/LOWNDES
 CN0959  USGS QUAD   -  PLEASANT HILL (1987)
 CN0959
 CN0959                         *CURRENT SURVEY CONTROL
 CN0959  ___________________________________________________________________
 CN0959* NAD 83(1986)-  32 13 12.     (N)    086 54 30.     (W)     SCALED    
 CN0959* NAVD 88     -       105.574  (meters)     346.37   (feet)  ADJUSTED  
 CN0959  ___________________________________________________________________
 CN0959  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CN0959  DYNAMIC HT  -         105.452 (meters)     345.97  (feet)  COMP
 CN0959  MODELED GRAV-     979,483.7   (mgal)                       NAVD 88
 CN0959
 CN0959  VERT ORDER  -  SECOND    CLASS 0
 CN0959
 CN0959.The horizontal coordinates were scaled from a topographic map and have
 CN0959.an estimated accuracy of +/- 6 seconds.
 CN0959
 CN0959.The orthometric height was determined by differential leveling
 CN0959.and adjusted by the National Geodetic Survey in June 1991..
 CN0959
 CN0959.The geoid height was determined by GEOID03.
 CN0959
 CN0959.The dynamic height is computed by dividing the NAVD 88
 CN0959.geopotential number by the normal gravity value computed on the
 CN0959.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0959.degrees latitude (g = 980.6199 gals.).
 CN0959
 CN0959.The modeled gravity was interpolated from observed gravity values.
 CN0959
 CN0959;                    North         East    Units  Estimated Accuracy
 CN0959;SPC AL W     -   246,270.      655,770.      MT  (+/- 180 meters Scaled)
 CN0959
 CN0959                          SUPERSEDED SURVEY CONTROL
 CN0959
 CN0959  NGVD 29 (??/??/92)  105.531  (m)          346.23   (f) ADJ UNCH    2 0
 CN0959
 CN0959.Superseded values are not recommended for survey control.
 CN0959.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0959.See file dsdata.txt to determine how the superseded data were derived.
 CN0959
 CN0959_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA086648(NAD 83)
 CN0959_MARKER: DB = BENCH MARK DISK
 CN0959_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0959_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0959_STAMPING: F 309 1949
 CN0959_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0959+STABILITY: SURFACE MOTION
 CN0959
 CN0959  HISTORY     - Date     Condition        Report By
 CN0959  HISTORY     - 1949     MONUMENTED       CGS
 CN0959
 CN0959                          STATION DESCRIPTION
 CN0959
 CN0959'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0959'3.85 MI N FROM PLEASANT HILL.
 CN0959'ABOUT 3.85 MILES NORTH ALONG A COUNTY ROAD FROM THE CROSSROADS AT
 CN0959'PLEASANT HILL, ABOUT 2.9 MILES SOUTH OF THE CROSSROADS AT POLK, DALLAS
 CN0959'COUNTY, ABOUT 0.1 MILE NORTH OF THE TOP OF A GRADE, 95 FEET EAST OF
 CN0959'THE CENTER LINE OF THE GRAVEL ROAD, 9.2 FEET NORTHWEST OF THE
 CN0959'NORTHWEST CORNER OF A SMALL HOUSE, 2 FEET SOUTH OF A WHITE WOODEN
 CN0959'WITNESS POST, 4 FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE
 CN0959'POST PROJECTING 2 INCHES.  NOTE-- ROAD FOLLOWS DALLAS-LOWNDES COUNTY
 CN0959'LINE AT THIS POINT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1585 ***********************************************************************
 CN1585  DESIGNATION -  F 310 RESET
 CN1585  PID         -  CN1585
 CN1585  STATE/COUNTY-  AL/PERRY
 CN1585  USGS QUAD   -  SUTTLE (1987)
 CN1585
 CN1585                         *CURRENT SURVEY CONTROL
 CN1585  ___________________________________________________________________
 CN1585* NAD 83(1986)-  32 31 32.     (N)    087 13 20.     (W)     SCALED    
 CN1585* NAVD 88     -        61.69   (meters)     202.4    (feet)  RESET     
 CN1585  ___________________________________________________________________
 CN1585  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 CN1585
 CN1585  VERT ORDER  -  THIRD
 CN1585
 CN1585.The horizontal coordinates were scaled from a topographic map and have
 CN1585.an estimated accuracy of +/- 6 seconds.
 CN1585
 CN1585.The orthometric height was computed from unverified reset data.
 CN1585
 CN1585.The geoid height was determined by GEOID03.
 CN1585
 CN1585;                    North         East    Units  Estimated Accuracy
 CN1585;SPC AL W     -   280,030.      626,100.      MT  (+/- 180 meters Scaled)
 CN1585
 CN1585                          SUPERSEDED SURVEY CONTROL
 CN1585
 CN1585.No superseded survey control is available for this station.
 CN1585
 CN1585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA791987(NAD 83)
 CN1585_MARKER: DB = BENCH MARK DISK
 CN1585_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1585_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1585_STAMPING: F 310 RESET 1964
 CN1585_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1585+STABILITY: SURFACE MOTION
 CN1585
 CN1585  HISTORY     - Date     Condition        Report By
 CN1585  HISTORY     - 1964     MONUMENTED       CGS
 CN1585
 CN1585                          STATION DESCRIPTION
 CN1585
 CN1585'DESCRIBED BY COAST AND GEODETIC SURVEY 1964
 CN1585'3.0 MI S FROM SUTTLES.
 CN1585'ABOUT 0.35 MILE SOUTH ALONG STATE HIGHWAY 14 FROM THE POST OFFICE AT
 CN1585'SUTTLES, THENCE EAST ALONG A BLACKTOP ROAD FOR 2.7 MILES TO A
 CN1585'CROSSROADS, 220 FEET EAST OF THE CENTERLINE OF THE CROSSROADS, 75
 CN1585'PACES WEST OF A TENANT HOUSE, 42 FEET SOUTH OF THE CENTERLINE OF THE
 CN1585'HIGHWAY, 1 FOOT NORTH OF A FENCE LINE, 150 FEET WEST OF A POWER POLE,
 CN1585'1 FOOT WEST OF A METAL WITNESS POST AND SET IN THE TOP OF A CONCRETE
 CN1585'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1572 ***********************************************************************
 CN1572  DESIGNATION -  F 311
 CN1572  PID         -  CN1572
 CN1572  STATE/COUNTY-  AL/DALLAS
 CN1572  USGS QUAD   -  SUMMERFIELD (1987)
 CN1572
 CN1572                         *CURRENT SURVEY CONTROL
 CN1572  ___________________________________________________________________
 CN1572* NAD 83(1986)-  32 31 02.     (N)    087 02 30.     (W)     SCALED    
 CN1572* NAVD 88     -       103.709  (meters)     340.25   (feet)  ADJUSTED  
 CN1572  ___________________________________________________________________
 CN1572  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CN1572  DYNAMIC HT  -         103.589 (meters)     339.86  (feet)  COMP
 CN1572  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CN1572
 CN1572  VERT ORDER  -  SECOND    CLASS 0
 CN1572
 CN1572.The horizontal coordinates were scaled from a topographic map and have
 CN1572.an estimated accuracy of +/- 6 seconds.
 CN1572
 CN1572.The orthometric height was determined by differential leveling
 CN1572.and adjusted by the National Geodetic Survey in June 1991..
 CN1572
 CN1572.The geoid height was determined by GEOID03.
 CN1572
 CN1572.The dynamic height is computed by dividing the NAVD 88
 CN1572.geopotential number by the normal gravity value computed on the
 CN1572.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1572.degrees latitude (g = 980.6199 gals.).
 CN1572
 CN1572.The modeled gravity was interpolated from observed gravity values.
 CN1572
 CN1572;                    North         East    Units  Estimated Accuracy
 CN1572;SPC AL W     -   279,170.      643,060.      MT  (+/- 180 meters Scaled)
 CN1572
 CN1572                          SUPERSEDED SURVEY CONTROL
 CN1572
 CN1572  NGVD 29 (??/??/92)  103.671  (m)          340.13   (f) ADJ UNCH    2 0
 CN1572
 CN1572.Superseded values are not recommended for survey control.
 CN1572.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1572.See file dsdata.txt to determine how the superseded data were derived.
 CN1572
 CN1572_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA960977(NAD 83)
 CN1572_MARKER: DB = BENCH MARK DISK
 CN1572_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1572_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1572_STAMPING: F 311 1949
 CN1572_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1572+STABILITY: SURFACE MOTION
 CN1572
 CN1572  HISTORY     - Date     Condition        Report By
 CN1572  HISTORY     - 1949     MONUMENTED       CGS
 CN1572  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1572
 CN1572                          STATION DESCRIPTION
 CN1572
 CN1572'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1572'IN SUMMERFIELD.
 CN1572'AT SUMMERFIELD, AT THE SCHOOL YARD AND AT THE JUNCTION OF A
 CN1572'NORTH-SOUTH ROAD AND A ROAD WEST, 112 FEET EAST OF THE CENTER LINE OF
 CN1572'THE NORTH-SOUTH ROAD, 32 FEET SOUTH OF THE PROLONGED CENTER LINE OF
 CN1572'THE ROAD WEST, 139 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF THE
 CN1572'SMALL WOODEN SCHOOL BUILDING, 31 FEET EAST OF A 54-INCH WHITE OAK
 CN1572'TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH
 CN1572'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN1572
 CN1572                          STATION RECOVERY (1984)
 CN1572
 CN1572'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1572'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0594 ***********************************************************************
 EF0594  DESIGNATION -  F 312
 EF0594  PID         -  EF0594
 EF0594  STATE/COUNTY-  AL/MADISON
 EF0594  USGS QUAD   -  MERIDIANVILLE (1982)
 EF0594
 EF0594                         *CURRENT SURVEY CONTROL
 EF0594  ___________________________________________________________________
 EF0594* NAD 83(1986)-  34 47 00.     (N)    086 32 47.     (W)     SCALED    
 EF0594* NAVD 88     -       241.678  (meters)     792.91   (feet)  ADJUSTED  
 EF0594  ___________________________________________________________________
 EF0594  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 EF0594  DYNAMIC HT  -         241.433 (meters)     792.10  (feet)  COMP
 EF0594  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 EF0594
 EF0594  VERT ORDER  -  FIRST     CLASS II
 EF0594
 EF0594.The horizontal coordinates were scaled from a topographic map and have
 EF0594.an estimated accuracy of +/- 6 seconds.
 EF0594
 EF0594.The orthometric height was determined by differential leveling
 EF0594.and adjusted by the National Geodetic Survey in June 1991..
 EF0594
 EF0594.The geoid height was determined by GEOID03.
 EF0594
 EF0594.The dynamic height is computed by dividing the NAVD 88
 EF0594.geopotential number by the normal gravity value computed on the
 EF0594.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0594.degrees latitude (g = 980.6199 gals.).
 EF0594
 EF0594.The modeled gravity was interpolated from observed gravity values.
 EF0594
 EF0594;                    North         East    Units  Estimated Accuracy
 EF0594;SPC AL E     -   475,230.      134,740.      MT  (+/- 180 meters Scaled)
 EF0594
 EF0594                          SUPERSEDED SURVEY CONTROL
 EF0594
 EF0594  NGVD 29 (??/??/92)  241.630  (m)          792.75   (f) ADJ UNCH    1 2
 EF0594
 EF0594.Superseded values are not recommended for survey control.
 EF0594.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0594.See file dsdata.txt to determine how the superseded data were derived.
 EF0594
 EF0594_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED415491(NAD 83)
 EF0594_MARKER: DB = BENCH MARK DISK
 EF0594_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0594_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0594_STAMPING: F 312 1949
 EF0594_MARK LOGO: CGS   
 EF0594_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0594+STABILITY: SURFACE MOTION
 EF0594
 EF0594  HISTORY     - Date     Condition        Report By
 EF0594  HISTORY     - 1949     MONUMENTED       CGS
 EF0594  HISTORY     - 1980     GOOD             LOCSUR
 EF0594  HISTORY     - 1982     GOOD             NGS
 EF0594  HISTORY     - 19980228 GOOD             USPSQD
 EF0594
 EF0594                          STATION DESCRIPTION
 EF0594
 EF0594'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0594'IN CHASE.
 EF0594'AT CHASE, BETWEEN THE SOUTHERN RAILWAY AND THE NASHVILLE, CHATTANOOGA,
 EF0594'AND ST. LOUIS RAILWAY, 82 1/2 FEET WEST-SOUTHWEST OF THE CENTER OF A
 EF0594'ROAD CROSSING THE N.C. AND ST. L. RY., 70 FEET NORTH OF THE NORTH RAIL
 EF0594'OF THE MAIN TRACK OF THE SOUTHERN RAILWAY, 74 FEET EAST-SOUTHEAST OF A
 EF0594'SIDING SWITCH STAND, 31 FEET WEST-NORTHWEST OF THE NORTHWEST CORNER OF
 EF0594'THE RAILWAY STATION, 22 1/2 FEET SOUTH OF THE SOUTH RAIL OF THE MAIN
 EF0594'TRACK OF THE N.C. AND ST. L. RY., 18.8 FEET NORTHEAST OF A 12-INCH
 EF0594'LOGAN BERRY TREE, 19.8 FEET NORTHWEST OF POLE NO. 42/14, 1 1/2 FEET
 EF0594'SOUTH OF A STEEL T.V.A. WITNESS POST, 1/2 FOOT BELOW THE N.C. AND ST.
 EF0594'L. RY., AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 EF0594
 EF0594                          STATION RECOVERY (1980)
 EF0594
 EF0594'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EF0594'RECOVERED IN GOOD CONDITION.
 EF0594
 EF0594                          STATION RECOVERY (1982)
 EF0594
 EF0594'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0594'RECOVERED IN GOOD CONDITION.  NOTE, CAN ALSO BE REACHED BY GOING
 EF0594'7.6 KM (4.7 MI) NORTHEAST ALONG THE SOUTHERN RAILROAD FROM THE
 EF0594'HISTORICAL MUSEUM (FORMALLY THE OLD RAILROAD STATION) IN HUNTSVILLE.
 EF0594'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EF0594
 EF0594                          STATION RECOVERY (1998)
 EF0594
 EF0594'RECOVERY NOTE BY US POWER SQUADRON 1998
 EF0594'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0657 ***********************************************************************
 EF0657  DESIGNATION -  F 313
 EF0657  PID         -  EF0657
 EF0657  STATE/COUNTY-  AL/LIMESTONE
 EF0657  USGS QUAD   -  GREENBRIER (1992)
 EF0657
 EF0657                         *CURRENT SURVEY CONTROL
 EF0657  ___________________________________________________________________
 EF0657* NAD 83(1986)-  34 40 14.     (N)    086 49 31.     (W)     SCALED    
 EF0657* NAVD 88     -       179.115  (meters)     587.65   (feet)  POSTED    
 EF0657  ___________________________________________________________________
 EF0657  GEOID HEIGHT-         -27.97  (meters)                     GEOID03
 EF0657  DYNAMIC HT  -         178.940 (meters)     587.07  (feet)  COMP
 EF0657  MODELED GRAV-     979,651.2   (mgal)                       NAVD 88
 EF0657
 EF0657  VERT ORDER  -  * POSTED, Code C , SEE BELOW
 EF0657
 EF0657.The horizontal coordinates were scaled from a topographic map and have
 EF0657.an estimated accuracy of +/- 6 seconds.
 EF0657
 EF0657.The orthometric height was determined by differential leveling
 EF0657.and adjusted by the National Geodetic Survey in 1992..
 EF0657.* This is a POSTED BENCH MARK height.  Code C indicates a distribution
 EF0657.rate of 2.1 thru 3.0 mm/km.
 EF0657
 EF0657.The geoid height was determined by GEOID03.
 EF0657
 EF0657.The dynamic height is computed by dividing the NAVD 88
 EF0657.geopotential number by the normal gravity value computed on the
 EF0657.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0657.degrees latitude (g = 980.6199 gals.).
 EF0657
 EF0657.The modeled gravity was interpolated from observed gravity values.
 EF0657
 EF0657;                    North         East    Units  Estimated Accuracy
 EF0657;SPC AL W     -   518,100.      661,840.      MT  (+/- 180 meters Scaled)
 EF0657
 EF0657                          SUPERSEDED SURVEY CONTROL
 EF0657
 EF0657  NGVD 29 (??/??/92)  179.089  (m)          587.56   (f) ADJ UNCH    1 2
 EF0657
 EF0657.Superseded values are not recommended for survey control.
 EF0657.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0657.See file dsdata.txt to determine how the superseded data were derived.
 EF0657
 EF0657_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED160365(NAD 83)
 EF0657_MARKER: DB = BENCH MARK DISK
 EF0657_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0657_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0657_STAMPING: F 313 1949
 EF0657_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0657+STABILITY: SURFACE MOTION
 EF0657
 EF0657  HISTORY     - Date     Condition        Report By
 EF0657  HISTORY     - 1949     MONUMENTED       CGS
 EF0657  HISTORY     - 1975     MARK NOT FOUND   TVA
 EF0657  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0657
 EF0657                          STATION DESCRIPTION
 EF0657
 EF0657'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0657'1.1 MI NE FROM GREENBRIER.
 EF0657'ABOUT 1.1 MILES NORTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0657'AT GREENBRIER, AT AN EAST-WEST BLACK TOP ROAD CROSSING, 186 YARDS
 EF0657'SOUTHWEST OF MILE POST 353, 29 FEET SOUTHEAST OF THE SOUTHEAST RAIL,
 EF0657'39.5 FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 13.5 FEET
 EF0657'SOUTH OF POLE NO. 4, 42 FEET SOUTH OF THE CENTER OF THE CROSSING, 74
 EF0657'FEET EAST AND ACROSS THE TRACK FROM THE CROSSING WARNING SIGNAL, 22.5
 EF0657'FEET EAST OF THE EAST CORNER OF THE CONCRETE BASE OF A SIGNAL BATTERY
 EF0657'BOX, 2 FEET NORTH OF A WIRE FENCE, 2 FEET EAST OF A WHITE WOODEN
 EF0657'WITNESS POST, 1 FOOT BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE
 EF0657'POST PROJECTING 4 INCHES.
 EF0657
 EF0657                          STATION RECOVERY (1975)
 EF0657
 EF0657'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1975
 EF0657'MARK NOT FOUND.
 EF0657
 EF0657                          STATION RECOVERY (1982)
 EF0657
 EF0657'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0657'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0625 ***********************************************************************
 EF0625  DESIGNATION -  F 314
 EF0625  PID         -  EF0625
 EF0625  STATE/COUNTY-  AL/MADISON
 EF0625  USGS QUAD   -  HUNTSVILLE (1991)
 EF0625
 EF0625                         *CURRENT SURVEY CONTROL
 EF0625  ___________________________________________________________________
 EF0625* NAD 83(1986)-  34 41 27.     (N)    086 34 55.     (W)     SCALED    
 EF0625* NAVD 88     -       186.472  (meters)     611.78   (feet)  ADJUSTED  
 EF0625  ___________________________________________________________________
 EF0625  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 EF0625  DYNAMIC HT  -         186.282 (meters)     611.16  (feet)  COMP
 EF0625  MODELED GRAV-     979,616.5   (mgal)                       NAVD 88
 EF0625
 EF0625  VERT ORDER  -  FIRST     CLASS II
 EF0625
 EF0625.The horizontal coordinates were scaled from a topographic map and have
 EF0625.an estimated accuracy of +/- 6 seconds.
 EF0625
 EF0625.The orthometric height was determined by differential leveling
 EF0625.and adjusted by the National Geodetic Survey in June 1991..
 EF0625
 EF0625.The geoid height was determined by GEOID03.
 EF0625
 EF0625.The dynamic height is computed by dividing the NAVD 88
 EF0625.geopotential number by the normal gravity value computed on the
 EF0625.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0625.degrees latitude (g = 980.6199 gals.).
 EF0625
 EF0625.The modeled gravity was interpolated from observed gravity values.
 EF0625
 EF0625;                    North         East    Units  Estimated Accuracy
 EF0625;SPC AL E     -   464,990.      131,410.      MT  (+/- 180 meters Scaled)
 EF0625
 EF0625                          SUPERSEDED SURVEY CONTROL
 EF0625
 EF0625  NGVD 29 (??/??/92)  186.418  (m)          611.61   (f) ADJ UNCH    1 2
 EF0625
 EF0625.Superseded values are not recommended for survey control.
 EF0625.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0625.See file dsdata.txt to determine how the superseded data were derived.
 EF0625
 EF0625_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED382388(NAD 83)
 EF0625_MARKER: DB = BENCH MARK DISK
 EF0625_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0625_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0625_STAMPING: F 314 1949
 EF0625_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0625+STABILITY: SURFACE MOTION
 EF0625
 EF0625  HISTORY     - Date     Condition        Report By
 EF0625  HISTORY     - 1949     MONUMENTED       CGS
 EF0625  HISTORY     - 1959     GOOD             NGS
 EF0625  HISTORY     - 1960     MARK NOT FOUND   AMS
 EF0625
 EF0625                          STATION DESCRIPTION
 EF0625
 EF0625'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EF0625'IN HUNTSVILLE MUNIC AIRPORT.
 EF0625'LOCATED ABOUT 0.1 MILE EAST OF THE CONTROL TOWER AND TERMINAL
 EF0625'BUILDING, 273 FEET WEST OF THE WESTERNMOST CORNER OF THE NE END OF THE
 EF0625'NE-SW RUNWAY, 132 FEET WEST OF THE NORTHERNMOST CORNER OF AN ASPHALT
 EF0625'PARKING APRON, 313 FEET SOUTH OF THE SOUTH LANE OF THE ENTRANCE ROAD,
 EF0625'AND 3 FEET NORTH OF THE NE CORNER OF A SMALL CONCRETE BLOCK WELLHOUSE.
 EF0625'A STANDARD DISK SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES
 EF0625'ABOVE GROUND.
 EF0625
 EF0625                          STATION RECOVERY (1960)
 EF0625
 EF0625'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1960
 EF0625'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0600 ***********************************************************************
 EF0600  DESIGNATION -  F 315
 EF0600  PID         -  EF0600
 EF0600  STATE/COUNTY-  AL/MADISON
 EF0600  USGS QUAD   -  MERIDIANVILLE (1982)
 EF0600
 EF0600                         *CURRENT SURVEY CONTROL
 EF0600  ___________________________________________________________________
 EF0600* NAD 83(1986)-  34 46 28.     (N)    086 31 20.     (W)     SCALED    
 EF0600* NAVD 88     -       219.328  (meters)     719.58   (feet)  ADJUSTED  
 EF0600  ___________________________________________________________________
 EF0600  GEOID HEIGHT-         -28.69  (meters)                     GEOID03
 EF0600  DYNAMIC HT  -         219.106 (meters)     718.85  (feet)  COMP
 EF0600  MODELED GRAV-     979,618.3   (mgal)                       NAVD 88
 EF0600
 EF0600  VERT ORDER  -  FIRST     CLASS II
 EF0600
 EF0600.The horizontal coordinates were scaled from a topographic map and have
 EF0600.an estimated accuracy of +/- 6 seconds.
 EF0600
 EF0600.The orthometric height was determined by differential leveling
 EF0600.and adjusted by the National Geodetic Survey in June 1991..
 EF0600
 EF0600.The geoid height was determined by GEOID03.
 EF0600
 EF0600.The dynamic height is computed by dividing the NAVD 88
 EF0600.geopotential number by the normal gravity value computed on the
 EF0600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0600.degrees latitude (g = 980.6199 gals.).
 EF0600
 EF0600.The modeled gravity was interpolated from observed gravity values.
 EF0600
 EF0600;                    North         East    Units  Estimated Accuracy
 EF0600;SPC AL E     -   474,230.      136,940.      MT  (+/- 180 meters Scaled)
 EF0600
 EF0600                          SUPERSEDED SURVEY CONTROL
 EF0600
 EF0600  NGVD 29 (??/??/92)  219.28   (m)          719.4    (f) COMPUTED    1 2
 EF0600
 EF0600.Superseded values are not recommended for survey control.
 EF0600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0600.See file dsdata.txt to determine how the superseded data were derived.
 EF0600
 EF0600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED437481(NAD 83)
 EF0600_MARKER: DB = BENCH MARK DISK
 EF0600_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0600_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0600_STAMPING: F 315 1949
 EF0600_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0600+STABILITY: SURFACE MOTION
 EF0600
 EF0600  HISTORY     - Date     Condition        Report By
 EF0600  HISTORY     - 1949     MONUMENTED       CGS
 EF0600  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0600
 EF0600                          STATION DESCRIPTION
 EF0600
 EF0600'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0600'1.45 MI SE FROM CHASE.
 EF0600'ABOUT 1.45 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0600'AT CHASE, AT A PRIVATE ROAD CROSSING, 188 FEET SOUTHEAST OF THE CENTER
 EF0600'OF THE CROSSING, 111 FEET EAST OF THE CENTER LINE OF THE PRIVATE ROAD,
 EF0600'30 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 13 FEET EAST OF TELEPHONE
 EF0600'POLE NO. 20, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 3
 EF0600'FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 EF0600'3 INCHES.
 EF0600
 EF0600                          STATION RECOVERY (1982)
 EF0600
 EF0600'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0600'NOT RECOVERED AT THIS TIME, NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0083 ***********************************************************************
 EF0083  DESIGNATION -  F 316
 EF0083  PID         -  EF0083
 EF0083  STATE/COUNTY-  AL/JACKSON
 EF0083  USGS QUAD   -  LIM ROCK (1973)
 EF0083
 EF0083                         *CURRENT SURVEY CONTROL
 EF0083  ___________________________________________________________________
 EF0083* NAD 83(1986)-  34 39 48.     (N)    086 13 38.     (W)     SCALED    
 EF0083* NAVD 88     -       199.486  (meters)     654.48   (feet)  ADJUSTED  
 EF0083  ___________________________________________________________________
 EF0083  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EF0083  DYNAMIC HT  -         199.285 (meters)     653.82  (feet)  COMP
 EF0083  MODELED GRAV-     979,622.7   (mgal)                       NAVD 88
 EF0083
 EF0083  VERT ORDER  -  FIRST     CLASS II
 EF0083
 EF0083.The horizontal coordinates were scaled from a topographic map and have
 EF0083.an estimated accuracy of +/- 6 seconds.
 EF0083
 EF0083.The orthometric height was determined by differential leveling
 EF0083.and adjusted by the National Geodetic Survey in June 1991..
 EF0083
 EF0083.The geoid height was determined by GEOID03.
 EF0083
 EF0083.The dynamic height is computed by dividing the NAVD 88
 EF0083.geopotential number by the normal gravity value computed on the
 EF0083.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0083.degrees latitude (g = 980.6199 gals.).
 EF0083
 EF0083.The modeled gravity was interpolated from observed gravity values.
 EF0083
 EF0083;                    North         East    Units  Estimated Accuracy
 EF0083;SPC AL E     -   461,750.      163,900.      MT  (+/- 180 meters Scaled)
 EF0083
 EF0083                          SUPERSEDED SURVEY CONTROL
 EF0083
 EF0083.No superseded survey control is available for this station.
 EF0083
 EF0083_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED708359(NAD 83)
 EF0083_MARKER: DB = BENCH MARK DISK
 EF0083_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0083_SP_SET: CULVERT
 EF0083_STAMPING: F 316 1949
 EF0083_MARK LOGO: CGS   
 EF0083_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0083
 EF0083  HISTORY     - Date     Condition        Report By
 EF0083  HISTORY     - 1949     MONUMENTED       CGS
 EF0083  HISTORY     - 1963     GOOD             NGS
 EF0083  HISTORY     - 1983     GOOD             NGS
 EF0083
 EF0083                          STATION DESCRIPTION
 EF0083
 EF0083'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EF0083'3.7 MI NE FROM WOODVILLE.
 EF0083'ABOUT 3.7 MILES NE ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 EF0083'WOODVILLE, ABOUT 2.5 MILES ELY FROM THE CROSSING AT LIM ROCK, ABOUT
 EF0083'3.7 MILES NE ALONG NO. 72 U. S. HWY., FROM THE SKEWED MAIN CROSSROADS
 EF0083'IN WOODVILLE, ABOUT 67.5 FEET SE OF SE RAIL, 0.7 FOOT NE OF SW END OF
 EF0083'NW 20-FOOT CONCRETE HEADWALL OF DOUBLE 8-FOOT BOX CULVERT UNDER THE
 EF0083'HIGHWAY, 20 FEET NW OF CENTER LINE OF 21-FOOT ASPHALT HWY. PAVEMENT,
 EF0083'2.5 FEET LOWER THAN SAME, AND CEMENTED IN A DRILL HOLE IN TOP OF THE
 EF0083'HEADWALL.
 EF0083
 EF0083                          STATION RECOVERY (1983)
 EF0083
 EF0083'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EF0083'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 3.7 MILES NORTHEAST ALONG
 EF0083'THE SOUTHERN RAILROAD FROM THE STATION AND ADD 6.1 KM (3.8 MI)
 EF0083'NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE, ALSO, DELETE
 EF0083'U.S. HIGHWAY 72 AND ADD STATE HIGHWAY 35.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0875 ***********************************************************************
 EE0875  DESIGNATION -  F 317
 EE0875  PID         -  EE0875
 EE0875  STATE/COUNTY-  AL/JACKSON
 EE0875  USGS QUAD   -  WANNVILLE (1970)
 EE0875
 EE0875                         *CURRENT SURVEY CONTROL
 EE0875  ___________________________________________________________________
 EE0875* NAD 83(1986)-  34 47 30.     (N)    085 54 39.     (W)     SCALED    
 EE0875* NAVD 88     -       185.233  (meters)     607.72   (feet)  ADJUSTED  
 EE0875  ___________________________________________________________________
 EE0875  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE0875  DYNAMIC HT  -         185.052 (meters)     607.12  (feet)  COMP
 EE0875  MODELED GRAV-     979,653.0   (mgal)                       NAVD 88
 EE0875
 EE0875  VERT ORDER  -  FIRST     CLASS II
 EE0875
 EE0875.The horizontal coordinates were scaled from a topographic map and have
 EE0875.an estimated accuracy of +/- 6 seconds.
 EE0875
 EE0875.The orthometric height was determined by differential leveling
 EE0875.and adjusted by the National Geodetic Survey in June 1991..
 EE0875
 EE0875.The geoid height was determined by GEOID03.
 EE0875
 EE0875.The dynamic height is computed by dividing the NAVD 88
 EE0875.geopotential number by the normal gravity value computed on the
 EE0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0875.degrees latitude (g = 980.6199 gals.).
 EE0875
 EE0875.The modeled gravity was interpolated from observed gravity values.
 EE0875
 EE0875;                    North         East    Units  Estimated Accuracy
 EE0875;SPC AL E     -   475,920.      192,910.      MT  (+/- 180 meters Scaled)
 EE0875
 EE0875                          SUPERSEDED SURVEY CONTROL
 EE0875
 EE0875  NGVD 29 (??/??/92)  185.216  (m)          607.66   (f) ADJ UNCH    1 2
 EE0875
 EE0875.Superseded values are not recommended for survey control.
 EE0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0875.See file dsdata.txt to determine how the superseded data were derived.
 EE0875
 EE0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED996504(NAD 83)
 EE0875_MARKER: DD = SURVEY DISK
 EE0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0875_STAMPING: ROW PT 91+83.8 F 317 SACP
 EE0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0875+STABILITY: SURFACE MOTION
 EE0875
 EE0875  HISTORY     - Date     Condition        Report By
 EE0875  HISTORY     - UNK      MONUMENTED       ALHD
 EE0875  HISTORY     - 1963     GOOD             NGS
 EE0875  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0875
 EE0875                          STATION DESCRIPTION
 EE0875
 EE0875'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0875'IN FACKLER.
 EE0875'ABOUT 100 YARDS SSW OF THE RAILROAD STATION IN FACKLER, ABOUT 45
 EE0875'YARDS SE OF CENTER LINE OF SOUTHERN RAILWAY MAIN LINE, ABOUT 25
 EE0875'YARDS N OF CENTER OF ROAD Y-INTERSECTION, 70.8 FEET NW OF MOST
 EE0875'NORTHERLY CORNER OF 2-STORY BRICK BUILDING ON SE SIDE OF MAIN ROAD,
 EE0875'33 FEET NW OF CENTER LINE OF FACKLER-STEVENSON ROAD, 51 FEET NE OF
 EE0875'CENTER LINE OF FACKLER-CARNS ROAD, 1.5 FEET LOWER THAN SAME,
 EE0875'33-1/2 FEET NW OF PROJECTED PLANE OF SE WALL OF BRICK STORE
 EE0875'BUILDING ON SW SIDE OF ROADS, 16 FEET NE OF PROJECTED PLANE OF
 EE0875'BUILDING ON SE SIDE OF ROAD, AND FLUSH WITH THE GROUND.
 EE0875
 EE0875                          STATION RECOVERY (1983)
 EE0875
 EE0875'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0875'SEARCHED FOR, BUT NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0894 ***********************************************************************
 EE0894  DESIGNATION -  F 318
 EE0894  PID         -  EE0894
 EE0894  STATE/COUNTY-  AL/JACKSON
 EE0894  USGS QUAD   -  STEVENSON (1983)
 EE0894
 EE0894                         *CURRENT SURVEY CONTROL
 EE0894  ___________________________________________________________________
 EE0894* NAD 83(1986)-  34 52 26.     (N)    085 51 41.     (W)     SCALED    
 EE0894* NAVD 88     -       187.790  (meters)     616.11   (feet)  ADJUSTED  
 EE0894  ___________________________________________________________________
 EE0894  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EE0894  DYNAMIC HT  -         187.607 (meters)     615.51  (feet)  COMP
 EE0894  MODELED GRAV-     979,655.5   (mgal)                       NAVD 88
 EE0894
 EE0894  VERT ORDER  -  FIRST     CLASS II
 EE0894
 EE0894.The horizontal coordinates were scaled from a topographic map and have
 EE0894.an estimated accuracy of +/- 6 seconds.
 EE0894
 EE0894.The orthometric height was determined by differential leveling
 EE0894.and adjusted by the National Geodetic Survey in June 1991..
 EE0894
 EE0894.The geoid height was determined by GEOID03.
 EE0894
 EE0894.The dynamic height is computed by dividing the NAVD 88
 EE0894.geopotential number by the normal gravity value computed on the
 EE0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0894.degrees latitude (g = 980.6199 gals.).
 EE0894
 EE0894.The modeled gravity was interpolated from observed gravity values.
 EE0894
 EE0894;                    North         East    Units  Estimated Accuracy
 EE0894;SPC AL E     -   485,040.      197,440.      MT  (+/- 180 meters Scaled)
 EE0894
 EE0894                          SUPERSEDED SURVEY CONTROL
 EE0894
 EE0894  NGVD 29 (??/??/92)  187.772  (m)          616.05   (f) ADJ UNCH    1 2
 EE0894
 EE0894.Superseded values are not recommended for survey control.
 EE0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0894.See file dsdata.txt to determine how the superseded data were derived.
 EE0894
 EE0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD040596(NAD 83)
 EE0894_MARKER: DB = BENCH MARK DISK
 EE0894_SETTING: 66 = SET IN ROCK OUTCROP
 EE0894_SP_SET: ROCK OUTCROP
 EE0894_STAMPING: F 318 1950
 EE0894_MARK LOGO: CGS   
 EE0894_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE0894+STABILITY: POSITION/ELEVATION WELL
 EE0894
 EE0894  HISTORY     - Date     Condition        Report By
 EE0894  HISTORY     - 1950     MONUMENTED       CGS
 EE0894  HISTORY     - 1964     GOOD             NGS
 EE0894  HISTORY     - 1983     GOOD             NGS
 EE0894
 EE0894                          STATION DESCRIPTION
 EE0894
 EE0894'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EE0894'1.4 MI NW FROM STEVENSON.
 EE0894'ABOUT 1.4 MILES NW ALONG LOUISVILLE AND NASHVILLE RAILROAD AND
 EE0894'NO. 117 ALABAMA HWY. FROM THE STATION AT STEVENSON, AT THE
 EE0894'JUNCTION OF NOS. 54 AND 117 ALABAMA HWYS., 130 FEET SSW OF CENTER
 EE0894'OF CROSSING OF R.R. AND NO. 54 HWY., 116 FEET SW OF SW RAIL,
 EE0894'ABOUT 2 FEET LOWER THAN TOP OF SAME, 25 FEET E OF E CORNER OF THE
 EE0894'MAIN BODY OF FRAME HOUSE, 55 FEET SE OF 3-FOOT HACKBERRY TREE,
 EE0894'IN ESTIMATED 10 SQUARE FEET OF OUTCROP ROCK OF IRREGULAR SHAPE.
 EE0894
 EE0894                          STATION RECOVERY (1983)
 EE0894
 EE0894'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0894'RECOVERED IN GOOD CONDITION.  NOTE, DELETE 25
 EE0894'FEET EAST OF EAST CORNER OF THE MAIN BODY OF FRAME HOUSE, ADD 10.97
 EE0894'METERS (36.0 FT) SOUTHWEST OF THE CENTER OF A GRAVEL ROAD ON THE
 EE0894'SOUTHWEST SIDE OF THE TRACKS, AND 28.96 METERS (95.0 FT) SOUTH
 EE0894'SOUTHEAST OF A POWERLINE POLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0021 ***********************************************************************
 CN0021  DESIGNATION -  F 32 RESET
 CN0021  PID         -  CN0021
 CN0021  STATE/COUNTY-  AL/COOSA
 CN0021  USGS QUAD   -  KELLYTON (1983)
 CN0021
 CN0021                         *CURRENT SURVEY CONTROL
 CN0021  ___________________________________________________________________
 CN0021* NAD 83(1986)-  32 52 38.     (N)    086 07 17.     (W)     SCALED    
 CN0021* NAVD 88     -       228.29   (meters)     749.0    (feet)  RESET     
 CN0021  ___________________________________________________________________
 CN0021  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CN0021
 CN0021  VERT ORDER  -  THIRD
 CN0021
 CN0021.The horizontal coordinates were scaled from a topographic map and have
 CN0021.an estimated accuracy of +/- 6 seconds.
 CN0021
 CN0021.The orthometric height was computed from unverified reset data.
 CN0021.No vertical observational check was made to the station.
 CN0021
 CN0021.The geoid height was determined by GEOID03.
 CN0021
 CN0021;                    North         East    Units  Estimated Accuracy
 CN0021;SPC AL E     -   263,620.      173,040.      MT  (+/- 180 meters Scaled)
 CN0021
 CN0021                          SUPERSEDED SURVEY CONTROL
 CN0021
 CN0021  NGVD 29 (??/??/??)  228.26   (m)          748.9    (f) RESET       3  
 CN0021
 CN0021.Superseded values are not recommended for survey control.
 CN0021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0021.See file dsdata.txt to determine how the superseded data were derived.
 CN0021
 CN0021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB821380(NAD 83)
 CN0021_MARKER: DB = BENCH MARK DISK
 CN0021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0021_SP_SET: 1934
 CN0021_STAMPING: F 32 RESET 1941
 CN0021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0021+STABILITY: SURFACE MOTION
 CN0021
 CN0021  HISTORY     - Date     Condition        Report By
 CN0021  HISTORY     - 1941     MONUMENTED       ALGS
 CN0021
 CN0021                          STATION DESCRIPTION
 CN0021
 CN0021'DESCRIBED BY ALABAMA GEODETIC SURVEY 1941
 CN0021'2.1 MI E FROM HISSOP.
 CN0021'ABOUT 2.1 MILES EAST ALONG STATE HIGHWAY 22 FROM THE POST OFFICE AT
 CN0021'HISSOP, COOSA COUNTY, 41 FEET NORTHEAST OF CONCRETE HIGHWAY
 CN0021'RIGHT-OF-WAY MARKER 329 + 54.6, 42.5 FEET EAST OF A REFERENCE POST
 CN0021'MARKED WITH AN ARROW IN THE TOP, 182.0 FEET NORTHEAST OF A
 CN0021'POWER-TRANSMISSION LINE POLE, 150.5 FEET WEST OF ANOTHER POLE, AND 98
 CN0021'FEET NORTH OF THE CENTER LINE OF THE HIGHWAY.  A STANDARD DISK,
 CN0021'STAMPED F 32 1934 RESET 1941 AND SET IN THE TOP OF A CONCRETE POST
 CN0021'PROJECTING ABOUT 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1446 ***********************************************************************
 CN1446  DESIGNATION -  F 321
 CN1446  PID         -  CN1446
 CN1446  STATE/COUNTY-  AL/CHILTON
 CN1446  USGS QUAD   -  PLETCHER (1982)
 CN1446
 CN1446                         *CURRENT SURVEY CONTROL
 CN1446  ___________________________________________________________________
 CN1446* NAD 83(1986)-  32 40 56.     (N)    086 50 26.     (W)     SCALED    
 CN1446* NAVD 88     -       159.065  (meters)     521.87   (feet)  ADJUSTED  
 CN1446  ___________________________________________________________________
 CN1446  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CN1446  DYNAMIC HT  -         158.882 (meters)     521.27  (feet)  COMP
 CN1446  MODELED GRAV-     979,485.5   (mgal)                       NAVD 88
 CN1446
 CN1446  VERT ORDER  -  SECOND    CLASS 0
 CN1446
 CN1446.The horizontal coordinates were scaled from a topographic map and have
 CN1446.an estimated accuracy of +/- 6 seconds.
 CN1446
 CN1446.The orthometric height was determined by differential leveling
 CN1446.and adjusted by the National Geodetic Survey in June 1991..
 CN1446
 CN1446.The geoid height was determined by GEOID03.
 CN1446
 CN1446.The dynamic height is computed by dividing the NAVD 88
 CN1446.geopotential number by the normal gravity value computed on the
 CN1446.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1446.degrees latitude (g = 980.6199 gals.).
 CN1446
 CN1446.The modeled gravity was interpolated from observed gravity values.
 CN1446
 CN1446;                    North         East    Units  Estimated Accuracy
 CN1446;SPC AL W     -   297,570.      661,840.      MT  (+/- 180 meters Scaled)
 CN1446
 CN1446                          SUPERSEDED SURVEY CONTROL
 CN1446
 CN1446  NGVD 29 (??/??/92)  159.038  (m)          521.78   (f) ADJ UNCH    2 0
 CN1446
 CN1446.Superseded values are not recommended for survey control.
 CN1446.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1446.See file dsdata.txt to determine how the superseded data were derived.
 CN1446
 CN1446_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB149160(NAD 83)
 CN1446_MARKER: DB = BENCH MARK DISK
 CN1446_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1446_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1446_STAMPING: F 321 1950
 CN1446_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1446+STABILITY: SURFACE MOTION
 CN1446
 CN1446  HISTORY     - Date     Condition        Report By
 CN1446  HISTORY     - 1950     MONUMENTED       CGS
 CN1446
 CN1446                          STATION DESCRIPTION
 CN1446
 CN1446'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1446'5.05 MI S FROM ADAMS.
 CN1446'ABOUT 0.6 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 CN1446'MOBILE AND OHIO RAILROAD AT ADAMS, THENCE 2.0 MILES SOUTHEAST ALONG
 CN1446'U.S. HIGHWAY 82, THENCE 2.45 MILES SOUTHWEST ALONG A ROAD LEADING TO
 CN1446'ALPINE CHURCH, AT ALPINE CHURCH, 156 FEET SOUTHEAST OF THE CENTER LINE
 CN1446'OF THE ROAD, 139 FEET SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 CN1446'SOUTH WING OF THE WOODEN CHURCH BUILDING, 49 FEET SOUTH-SOUTHWEST OF
 CN1446'THE CENTER OF THE TOMB STONE OF ILA KEENER, 1 FOOT SOUTHEAST OF THE
 CN1446'SOUTHWEST CORNER OF THE WIRE FENCE AROUND THE CEMETERY, ABOUT LEVEL
 CN1446'WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2021 ***********************************************************************
 CN2021  DESIGNATION -  F 322
 CN2021  PID         -  CN2021
 CN2021  STATE/COUNTY-  AL/WILCOX
 CN2021  USGS QUAD   -  CAMDEN NORTH (1974)
 CN2021
 CN2021                         *CURRENT SURVEY CONTROL
 CN2021  ___________________________________________________________________
 CN2021* NAD 83(1986)-  32 06 40.     (N)    087 18 40.     (W)     SCALED    
 CN2021* NAVD 88     -        44.045  (meters)     144.50   (feet)  ADJUSTED  
 CN2021  ___________________________________________________________________
 CN2021  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CN2021  DYNAMIC HT  -          43.994 (meters)     144.34  (feet)  COMP
 CN2021  MODELED GRAV-     979,491.6   (mgal)                       NAVD 88
 CN2021
 CN2021  VERT ORDER  -  SECOND    CLASS 0
 CN2021
 CN2021.The horizontal coordinates were scaled from a topographic map and have
 CN2021.an estimated accuracy of +/- 6 seconds.
 CN2021
 CN2021.The orthometric height was determined by differential leveling
 CN2021.and adjusted by the National Geodetic Survey in June 1991..
 CN2021
 CN2021.The geoid height was determined by GEOID03.
 CN2021
 CN2021.The dynamic height is computed by dividing the NAVD 88
 CN2021.geopotential number by the normal gravity value computed on the
 CN2021.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2021.degrees latitude (g = 980.6199 gals.).
 CN2021
 CN2021.The modeled gravity was interpolated from observed gravity values.
 CN2021
 CN2021;                    North         East    Units  Estimated Accuracy
 CN2021;SPC AL W     -   234,060.      617,830.      MT  (+/- 180 meters Scaled)
 CN2021
 CN2021                          SUPERSEDED SURVEY CONTROL
 CN2021
 CN2021  NGVD 29 (??/??/92)   44.001  (m)          144.36   (f) ADJ UNCH    2 0
 CN2021
 CN2021.Superseded values are not recommended for survey control.
 CN2021.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2021.See file dsdata.txt to determine how the superseded data were derived.
 CN2021
 CN2021_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA706527(NAD 83)
 CN2021_MARKER: DB = BENCH MARK DISK
 CN2021_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2021_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2021_STAMPING: F 322 1950
 CN2021_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2021+STABILITY: SURFACE MOTION
 CN2021
 CN2021  HISTORY     - Date     Condition        Report By
 CN2021  HISTORY     - 1950     MONUMENTED       CGS
 CN2021  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2021
 CN2021                          STATION DESCRIPTION
 CN2021
 CN2021'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2021'12.55 MI SE FROM ALBERTA.
 CN2021'ABOUT 12.55 MILES SOUTHEAST ALONG A COUNTRY ROAD LEADING TO ELLIS
 CN2021'FERRY FROM THE SOUTHERN RAILWAY STATION AT ALBERTA, 1.05 MILES NORTH
 CN2021'OF TWO COUNTRY STORES, 0.8 MILE SOUTHEAST OF OAK GROVE SCHOOL, 18 FEET
 CN2021'WEST OF THE CENTER LINE OF THE ROAD, 45 FEET EAST-NORTHEAST OF A LONE
 CN2021'24-INCH PIN OAK TREE, 1 1/2 FEET EAST OF THE FENCE LINE AT A POINT
 CN2021'WHERE FENCE MAKES A SLIGHT BEND, ABOUT LEVEL WITH THE ROAD AND IN THE
 CN2021'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CN2021
 CN2021                          STATION RECOVERY (1974)
 CN2021
 CN2021'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2021'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2010 ***********************************************************************
 CN2010  DESIGNATION -  F 323
 CN2010  PID         -  CN2010
 CN2010  STATE/COUNTY-  AL/WILCOX
 CN2010  USGS QUAD   -  CATHERINE (1974)
 CN2010
 CN2010                         *CURRENT SURVEY CONTROL
 CN2010  ___________________________________________________________________
 CN2010* NAD 83(1986)-  32 11 36.     (N)    087 22 47.     (W)     SCALED    
 CN2010* NAVD 88     -        84.417  (meters)     276.96   (feet)  ADJUSTED  
 CN2010  ___________________________________________________________________
 CN2010  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CN2010  DYNAMIC HT  -          84.319 (meters)     276.64  (feet)  COMP
 CN2010  MODELED GRAV-     979,474.9   (mgal)                       NAVD 88
 CN2010
 CN2010  VERT ORDER  -  SECOND    CLASS 0
 CN2010
 CN2010.The horizontal coordinates were scaled from a topographic map and have
 CN2010.an estimated accuracy of +/- 6 seconds.
 CN2010
 CN2010.The orthometric height was determined by differential leveling
 CN2010.and adjusted by the National Geodetic Survey in June 1991..
 CN2010
 CN2010.The geoid height was determined by GEOID03.
 CN2010
 CN2010.The dynamic height is computed by dividing the NAVD 88
 CN2010.geopotential number by the normal gravity value computed on the
 CN2010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2010.degrees latitude (g = 980.6199 gals.).
 CN2010
 CN2010.The modeled gravity was interpolated from observed gravity values.
 CN2010
 CN2010;                    North         East    Units  Estimated Accuracy
 CN2010;SPC AL W     -   243,170.      611,340.      MT  (+/- 180 meters Scaled)
 CN2010
 CN2010                          SUPERSEDED SURVEY CONTROL
 CN2010
 CN2010  NGVD 29 (??/??/92)   84.360  (m)          276.77   (f) ADJ UNCH    2 0
 CN2010
 CN2010.Superseded values are not recommended for survey control.
 CN2010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2010.See file dsdata.txt to determine how the superseded data were derived.
 CN2010
 CN2010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA642619(NAD 83)
 CN2010_MARKER: DB = BENCH MARK DISK
 CN2010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2010_STAMPING: F 323 1950
 CN2010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2010+STABILITY: SURFACE MOTION
 CN2010
 CN2010  HISTORY     - Date     Condition        Report By
 CN2010  HISTORY     - 1950     MONUMENTED       CGS
 CN2010
 CN2010                          STATION DESCRIPTION
 CN2010
 CN2010'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2010'3.65 MI SE FROM ALBERTA.
 CN2010'ABOUT 3.65 MILES SOUTHEAST ALONG A BLACK TOP AND GRAVEL ROAD FROM THE
 CN2010'SOUTHERN RAILWAY STATION AT ALBERTA, ABOUT 0.1 MILE SOUTHEAST OF THE
 CN2010'CROSSING OF A POWER TRANSMISSION LINE, ABOUT 0.45 MILE NORTHWEST OF
 CN2010'THE E. P. WILTSIE STORE, AT THE JUNCTION OF A ROAD WEST, 99 FEET WEST
 CN2010'OF THE CENTER LINE OF THE MAIN ROAD, 38 1/2 FEET NORTH OF THE CENTER
 CN2010'LINE OF THE ROAD WEST, 34 1/2 FEET NORTHEAST OF A FENCE CORNER, 23
 CN2010'FEET SOUTHWEST OF AN OLD WELL AT AN OLD HOUSE SITE, 2 FEET SOUTH OF A
 CN2010'WHITE WOODEN WITNESSPOST, 1 FOOT BELOW THE MAIN ROAD AND SET IN THE
 CN2010'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1734 ***********************************************************************
 CN1734  DESIGNATION -  F 324
 CN1734  PID         -  CN1734
 CN1734  STATE/COUNTY-  AL/DALLAS
 CN1734  USGS QUAD   -  BUCK CREEK (1987)
 CN1734
 CN1734                         *CURRENT SURVEY CONTROL
 CN1734  ___________________________________________________________________
 CN1734* NAD 83(1986)-  32 38 47.     (N)    087 00 59.     (W)     SCALED    
 CN1734* NAVD 88     -       127.973  (meters)     419.86   (feet)  ADJUSTED  
 CN1734  ___________________________________________________________________
 CN1734  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CN1734  DYNAMIC HT  -         127.826 (meters)     419.38  (feet)  COMP
 CN1734  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 CN1734
 CN1734  VERT ORDER  -  SECOND    CLASS 0
 CN1734
 CN1734.The horizontal coordinates were scaled from a topographic map and have
 CN1734.an estimated accuracy of +/- 6 seconds.
 CN1734
 CN1734.The orthometric height was determined by differential leveling
 CN1734.and adjusted by the National Geodetic Survey in June 1991..
 CN1734
 CN1734.The geoid height was determined by GEOID03.
 CN1734
 CN1734.The dynamic height is computed by dividing the NAVD 88
 CN1734.geopotential number by the normal gravity value computed on the
 CN1734.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1734.degrees latitude (g = 980.6199 gals.).
 CN1734
 CN1734.The modeled gravity was interpolated from observed gravity values.
 CN1734
 CN1734;                    North         East    Units  Estimated Accuracy
 CN1734;SPC AL W     -   293,500.      645,370.      MT  (+/- 180 meters Scaled)
 CN1734
 CN1734                          SUPERSEDED SURVEY CONTROL
 CN1734
 CN1734  NGVD 29 (??/??/92)  127.946  (m)          419.77   (f) ADJ UNCH    2 0
 CN1734
 CN1734.Superseded values are not recommended for survey control.
 CN1734.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1734.See file dsdata.txt to determine how the superseded data were derived.
 CN1734
 CN1734_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB984120(NAD 83)
 CN1734_MARKER: DB = BENCH MARK DISK
 CN1734_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1734_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1734_STAMPING: F 324 1950
 CN1734_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1734+STABILITY: SURFACE MOTION
 CN1734
 CN1734  HISTORY     - Date     Condition        Report By
 CN1734  HISTORY     - 1950     MONUMENTED       CGS
 CN1734  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1734
 CN1734                          STATION DESCRIPTION
 CN1734
 CN1734'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1734'11.3 MI N FROM SUMMERFIELD.
 CN1734'ABOUT 11.3 MILES NORTHEAST AND NORTH ALONG GRAVEL ROADS FROM THE
 CN1734'SCHOOL YARD AT SUMMERFIELD, ABOUT 0.45 MILE NORTH OF THE CROSSROAD
 CN1734'SCHOOL, ABOUT 0.65 MILE SOUTH OF THE FELLOWSHIP CHURCH AND CEMETERY,
 CN1734'ON THE OUTSIDE OF A CURVE WITH TANGENTS NORTHEAST AND SOUTH, AT THE
 CN1734'BOTTOM OF GRADES, 32 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE
 CN1734'GRAVEL ROAD, 9 FEET NORTHWEST OF THE CENTER LINE OF A TRAIL LEADING
 CN1734'SOUTHWEST, 12 FEET SOUTHWEST OF A DITCH DRAINING NORTHWEST INTO VALLEY
 CN1734'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 CN1734'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CN1734
 CN1734                          STATION RECOVERY (1984)
 CN1734
 CN1734'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1734'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1767 ***********************************************************************
 CN1767  DESIGNATION -  F 325
 CN1767  PID         -  CN1767
 CN1767  STATE/COUNTY-  AL/PERRY
 CN1767  USGS QUAD   -  BUCK CREEK (1987)
 CN1767
 CN1767                         *CURRENT SURVEY CONTROL
 CN1767  ___________________________________________________________________
 CN1767* NAD 83(1986)-  32 42 18.     (N)    087 04 17.     (W)     SCALED    
 CN1767* NAVD 88     -       152.431  (meters)     500.10   (feet)  ADJUSTED  
 CN1767  ___________________________________________________________________
 CN1767  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN1767  DYNAMIC HT  -         152.255 (meters)     499.52  (feet)  COMP
 CN1767  MODELED GRAV-     979,481.4   (mgal)                       NAVD 88
 CN1767
 CN1767  VERT ORDER  -  SECOND    CLASS 0
 CN1767
 CN1767.The horizontal coordinates were scaled from a topographic map and have
 CN1767.an estimated accuracy of +/- 6 seconds.
 CN1767
 CN1767.The orthometric height was determined by differential leveling
 CN1767.and adjusted by the National Geodetic Survey in June 1991..
 CN1767
 CN1767.The geoid height was determined by GEOID03.
 CN1767
 CN1767.The dynamic height is computed by dividing the NAVD 88
 CN1767.geopotential number by the normal gravity value computed on the
 CN1767.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1767.degrees latitude (g = 980.6199 gals.).
 CN1767
 CN1767.The modeled gravity was interpolated from observed gravity values.
 CN1767
 CN1767;                    North         East    Units  Estimated Accuracy
 CN1767;SPC AL W     -   299,980.      640,190.      MT  (+/- 180 meters Scaled)
 CN1767
 CN1767                          SUPERSEDED SURVEY CONTROL
 CN1767
 CN1767  NGVD 29 (??/??/92)  152.398  (m)          499.99   (f) ADJ UNCH    2 0
 CN1767
 CN1767.Superseded values are not recommended for survey control.
 CN1767.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1767.See file dsdata.txt to determine how the superseded data were derived.
 CN1767
 CN1767_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB933185(NAD 83)
 CN1767_MARKER: DB = BENCH MARK DISK
 CN1767_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1767_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1767_STAMPING: F 325 1950
 CN1767_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1767+STABILITY: SURFACE MOTION
 CN1767
 CN1767  HISTORY     - Date     Condition        Report By
 CN1767  HISTORY     - 1950     MONUMENTED       CGS
 CN1767
 CN1767                          STATION DESCRIPTION
 CN1767
 CN1767'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1767'5.8 MI NE FROM OSBORN.
 CN1767'ABOUT 2.75 MILES NORTHEAST ALONG A GRAVEL ROAD FROM OSBORN STORE AT
 CN1767'OSBORN, THENCE ABOUT 1.75 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 CN1767'ROAD, THENCE ABOUT 0.55 MILE NORTH AND ABOUT 0.75 MILE NORTHEAST ALONG
 CN1767'GRAVEL ROADS, ABOUT 0.15 MILE NORTH AND ABOUT 0.75 MILE NORTHEAST OF
 CN1767'THE POPLAR GROVE CHURCH, AT THE TOP OF A CLEARED GRADE, 22.5 FEET
 CN1767'SOUTHEAST OF THE CENTER LINE OF THE ROAD AT THE TOP OF GRADE, 2 FEET
 CN1767'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1/2 FOOT ABOVE THE
 CN1767'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1266 ***********************************************************************
 BU1266  DESIGNATION -  F 326
 BU1266  PID         -  BU1266
 BU1266  STATE/COUNTY-  AL/WILCOX
 BU1266  USGS QUAD   -  COY (1973)
 BU1266
 BU1266                         *CURRENT SURVEY CONTROL
 BU1266  ___________________________________________________________________
 BU1266* NAD 83(1986)-  31 53 11.     (N)    087 28 19.     (W)     SCALED    
 BU1266* NAVD 88     -        30.584  (meters)     100.34   (feet)  ADJUSTED  
 BU1266  ___________________________________________________________________
 BU1266  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BU1266  DYNAMIC HT  -          30.548 (meters)     100.22  (feet)  COMP
 BU1266  MODELED GRAV-     979,455.4   (mgal)                       NAVD 88
 BU1266
 BU1266  VERT ORDER  -  SECOND    CLASS 0
 BU1266
 BU1266.The horizontal coordinates were scaled from a topographic map and have
 BU1266.an estimated accuracy of +/- 6 seconds.
 BU1266
 BU1266.The orthometric height was determined by differential leveling
 BU1266.and adjusted by the National Geodetic Survey in June 1991..
 BU1266
 BU1266.The geoid height was determined by GEOID03.
 BU1266
 BU1266.The dynamic height is computed by dividing the NAVD 88
 BU1266.geopotential number by the normal gravity value computed on the
 BU1266.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1266.degrees latitude (g = 980.6199 gals.).
 BU1266
 BU1266.The modeled gravity was interpolated from observed gravity values.
 BU1266
 BU1266;                    North         East    Units  Estimated Accuracy
 BU1266;SPC AL W     -   209,130.      602,650.      MT  (+/- 180 meters Scaled)
 BU1266
 BU1266                          SUPERSEDED SURVEY CONTROL
 BU1266
 BU1266  NGVD 29 (??/??/92)   30.549  (m)          100.23   (f) ADJ UNCH    2 0
 BU1266
 BU1266.Superseded values are not recommended for survey control.
 BU1266.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1266.See file dsdata.txt to determine how the superseded data were derived.
 BU1266
 BU1266_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA553279(NAD 83)
 BU1266_MARKER: DB = BENCH MARK DISK
 BU1266_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1266_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1266_STAMPING: F 326 1950
 BU1266_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1266+STABILITY: SURFACE MOTION
 BU1266
 BU1266  HISTORY     - Date     Condition        Report By
 BU1266  HISTORY     - 1950     MONUMENTED       CGS
 BU1266  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1266
 BU1266                          STATION DESCRIPTION
 BU1266
 BU1266'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1266'0.65 MI SW FROM COY.
 BU1266'ABOUT 0.65 MILE SOUTHWEST ALONG A GRAVEL ROAD LEADING TO LOWER PEACH
 BU1266'TREE FERRY FROM THE POST OFFICE AT COY, AT THE JUNCTION OF A ROAD
 BU1266'SOUTH, ABOUT 0.1 MILE SOUTHWEST OF NEW PROVIDENCE BAPTIST CHURCH, 82
 BU1266'FEET WEST OF THE CENTER OF THE JUNCTION, 94 FEET NORTHWEST AND ACROSS
 BU1266'THE ROAD FROM THE NORTH CORNER OF THE J.R. HARVEY STORE BUILDING, 43
 BU1266'FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 34 FEET NORTHEAST OF A
 BU1266'26-INCH OAK TREE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 BU1266'ABOUT 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU1266'PROJECTING 5 INCHES.
 BU1266
 BU1266                          STATION RECOVERY (1972)
 BU1266
 BU1266'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1266'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1961 ***********************************************************************
 CN1961  DESIGNATION -  F 327
 CN1961  PID         -  CN1961
 CN1961  STATE/COUNTY-  AL/WILCOX
 CN1961  USGS QUAD   -  LEE LONG BRIDGE (1974)
 CN1961
 CN1961                         *CURRENT SURVEY CONTROL
 CN1961  ___________________________________________________________________
 CN1961* NAD 83(1986)-  32 00 46.     (N)    087 25 12.     (W)     SCALED    
 CN1961* NAVD 88     -        23.363  (meters)      76.65   (feet)  ADJUSTED  
 CN1961  ___________________________________________________________________
 CN1961  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CN1961  DYNAMIC HT  -          23.335 (meters)      76.56  (feet)  COMP
 CN1961  MODELED GRAV-     979,462.8   (mgal)                       NAVD 88
 CN1961
 CN1961  VERT ORDER  -  SECOND    CLASS 0
 CN1961
 CN1961.The horizontal coordinates were scaled from a topographic map and have
 CN1961.an estimated accuracy of +/- 6 seconds.
 CN1961
 CN1961.The orthometric height was determined by differential leveling
 CN1961.and adjusted by the National Geodetic Survey in June 1991..
 CN1961
 CN1961.The geoid height was determined by GEOID03.
 CN1961
 CN1961.The dynamic height is computed by dividing the NAVD 88
 CN1961.geopotential number by the normal gravity value computed on the
 CN1961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1961.degrees latitude (g = 980.6199 gals.).
 CN1961
 CN1961.The modeled gravity was interpolated from observed gravity values.
 CN1961
 CN1961;                    North         East    Units  Estimated Accuracy
 CN1961;SPC AL W     -   223,140.      607,560.      MT  (+/- 180 meters Scaled)
 CN1961
 CN1961                          SUPERSEDED SURVEY CONTROL
 CN1961
 CN1961  NGVD 29 (??/??/92)   23.321  (m)           76.51   (f) ADJ UNCH    2 0
 CN1961
 CN1961.Superseded values are not recommended for survey control.
 CN1961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1961.See file dsdata.txt to determine how the superseded data were derived.
 CN1961
 CN1961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA603419(NAD 83)
 CN1961_MARKER: DB = BENCH MARK DISK
 CN1961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1961_STAMPING: F 327 1950
 CN1961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1961+STABILITY: SURFACE MOTION
 CN1961
 CN1961  HISTORY     - Date     Condition        Report By
 CN1961  HISTORY     - 1950     MONUMENTED       CGS
 CN1961
 CN1961                          STATION DESCRIPTION
 CN1961
 CN1961'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1961'8.75 MI W FROM CAMDEN.
 CN1961'ABOUT 0.15 MILE NORTHWEST ALONG STATE HIGHWAY 28 FROM THE COURT HOUSE
 CN1961'AT CAMDEN, THENCE ABOUT 4.5 MILES WEST ALONG A BLACK TOP ROAD (STATE
 CN1961'HIGHWAY 164), THENCE ABOUT 4.1 MILES WEST AND NORTHWEST ALONG A GRAVEL
 CN1961'ROAD LEADING TO CLIFTON FERRY LANDING, AT THE NEW HOPE BAPTIST CHURCH,
 CN1961'96 1/2 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE BUILDING, 43 FEET
 CN1961'SOUTH OF THE CENTER LINE OF THE ROAD, 25 FEET SOUTHEAST OF A 36-INCH
 CN1961'OAK TREE, 28 FEET WEST-SOUTHWEST OF A POWER POLE ON LINE TO CHURCH, 13
 CN1961'FEET NORTH-NORTHEAST OF A TRIANGULAR BLAZED 12-INCH OAK TREE, 1 FOOT
 CN1961'EAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET
 CN1961'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1945 ***********************************************************************
 CN1945  DESIGNATION -  F 328
 CN1945  PID         -  CN1945
 CN1945  STATE/COUNTY-  AL/WILCOX
 CN1945  USGS QUAD   -  LEE LONG BRIDGE (1974)
 CN1945
 CN1945                         *CURRENT SURVEY CONTROL
 CN1945  ___________________________________________________________________
 CN1945* NAD 83(1986)-  32 05 39.     (N)    087 28 41.     (W)     SCALED    
 CN1945* NAVD 88     -        67.153  (meters)     220.32   (feet)  ADJUSTED  
 CN1945  ___________________________________________________________________
 CN1945  GEOID HEIGHT-         -28.02  (meters)                     GEOID03
 CN1945  DYNAMIC HT  -          67.074 (meters)     220.06  (feet)  COMP
 CN1945  MODELED GRAV-     979,465.9   (mgal)                       NAVD 88
 CN1945
 CN1945  VERT ORDER  -  SECOND    CLASS 0
 CN1945
 CN1945.The horizontal coordinates were scaled from a topographic map and have
 CN1945.an estimated accuracy of +/- 6 seconds.
 CN1945
 CN1945.The orthometric height was determined by differential leveling
 CN1945.and adjusted by the National Geodetic Survey in June 1991..
 CN1945
 CN1945.The geoid height was determined by GEOID03.
 CN1945
 CN1945.The dynamic height is computed by dividing the NAVD 88
 CN1945.geopotential number by the normal gravity value computed on the
 CN1945.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1945.degrees latitude (g = 980.6199 gals.).
 CN1945
 CN1945.The modeled gravity was interpolated from observed gravity values.
 CN1945
 CN1945;                    North         East    Units  Estimated Accuracy
 CN1945;SPC AL W     -   232,170.      602,070.      MT  (+/- 180 meters Scaled)
 CN1945
 CN1945                          SUPERSEDED SURVEY CONTROL
 CN1945
 CN1945  NGVD 29 (??/??/92)   67.120  (m)          220.21   (f) ADJ UNCH    2 0
 CN1945
 CN1945.Superseded values are not recommended for survey control.
 CN1945.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1945.See file dsdata.txt to determine how the superseded data were derived.
 CN1945
 CN1945_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA548509(NAD 83)
 CN1945_MARKER: DB = BENCH MARK DISK
 CN1945_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1945_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1945_STAMPING: F 328 1950
 CN1945_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1945+STABILITY: SURFACE MOTION
 CN1945
 CN1945  HISTORY     - Date     Condition        Report By
 CN1945  HISTORY     - 1950     MONUMENTED       CGS
 CN1945
 CN1945                          STATION DESCRIPTION
 CN1945
 CN1945'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1945'11.4 MI NE FROM KIMBROUGH.
 CN1945'ABOUT 7.7 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE INTERSECTION
 CN1945'OF THE SOUTHERN RAILWAY AT KIMBROUGH, THENCE ABOUT 3.7 MILES NORTHWEST
 CN1945'ALONG A GRAVEL ROAD, AT THE JUNCTION OF A ROAD NORTHEAST TO A HOUSE
 CN1945'AND A CURVE IN THE MAIN ROAD WITH TANGENTS NORTHWEST AND SOUTHWEST,
 CN1945'ABOUT 0.15 MILE NORTHEAST OF THE JUNCTION OF A ROAD SOUTHWEST AND
 CN1945'CURVE IN MAIN ROAD WITH TANGENTS SOUTH AND NORTHEAST, ABOUT 0.25 MILE
 CN1945'NORTHEAST OF JERUSALEM CHURCH, ABOUT 1.0 MILE SOUTH OF THE CROSSING OF
 CN1945'A POWER TRANSMISSION LINE, 90 FEET NORTH-NORTHEAST OF THE CENTER OF
 CN1945'THE JUNCTION, 31 FEET EAST OF THE CENTER LINE OF THE ROAD, 20 FEET
 CN1945'NORTHWEST OF THE CENTER LINE OF THE ROAD NORTHEAST TO HOUSE, 121 FEET
 CN1945'WEST-SOUTHWEST AND ACROSS ROAD TO HOUSE FROM A 14-INCH VERY IRREGULAR
 CN1945'BODIED PINE TREE, 1 1/2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 CN1945'ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1945'PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED FROM CATHERINE,
 CN1945'WILCOX COUNTY BY GOING ABOUT 2.95 MILES SOUTHWEST ALONG THE SOUTHERN
 CN1945'RAILWAY FROM THE STATION, THENCE ABOUT 5.1 MILES SOUTH AND SOUTHEAST
 CN1945'ALONG A DIRT ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1173 ***********************************************************************
 BU1173  DESIGNATION -  F 329
 BU1173  PID         -  BU1173
 BU1173  STATE/COUNTY-  AL/WILCOX
 BU1173  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1173
 BU1173                         *CURRENT SURVEY CONTROL
 BU1173  ___________________________________________________________________
 BU1173* NAD 83(1986)-  31 53 37.     (N)    087 21 27.     (W)     SCALED    
 BU1173* NAVD 88     -        63.839  (meters)     209.45   (feet)  ADJUSTED  
 BU1173  ___________________________________________________________________
 BU1173  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BU1173  DYNAMIC HT  -          63.763 (meters)     209.20  (feet)  COMP
 BU1173  MODELED GRAV-     979,448.6   (mgal)                       NAVD 88
 BU1173
 BU1173  VERT ORDER  -  SECOND    CLASS 0
 BU1173
 BU1173.The horizontal coordinates were scaled from a topographic map and have
 BU1173.an estimated accuracy of +/- 6 seconds.
 BU1173
 BU1173.The orthometric height was determined by differential leveling
 BU1173.and adjusted by the National Geodetic Survey in June 1991..
 BU1173
 BU1173.The geoid height was determined by GEOID03.
 BU1173
 BU1173.The dynamic height is computed by dividing the NAVD 88
 BU1173.geopotential number by the normal gravity value computed on the
 BU1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1173.degrees latitude (g = 980.6199 gals.).
 BU1173
 BU1173.The modeled gravity was interpolated from observed gravity values.
 BU1173
 BU1173;                    North         East    Units  Estimated Accuracy
 BU1173;SPC AL W     -   209,940.      613,480.      MT  (+/- 180 meters Scaled)
 BU1173
 BU1173                          SUPERSEDED SURVEY CONTROL
 BU1173
 BU1173  NGVD 29 (??/??/92)   63.804  (m)          209.33   (f) ADJ UNCH    2 0
 BU1173
 BU1173.Superseded values are not recommended for survey control.
 BU1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1173.See file dsdata.txt to determine how the superseded data were derived.
 BU1173
 BU1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA661286(NAD 83)
 BU1173_MARKER: DB = BENCH MARK DISK
 BU1173_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1173_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1173_STAMPING: F 329 1950
 BU1173_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1173+STABILITY: SURFACE MOTION
 BU1173
 BU1173  HISTORY     - Date     Condition        Report By
 BU1173  HISTORY     - 1950     MONUMENTED       CGS
 BU1173  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1173
 BU1173                          STATION DESCRIPTION
 BU1173
 BU1173'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1173'6.2 MI NE FROM HYBART.
 BU1173'ABOUT 5.25 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 BU1173'AT HYBART, THENCE ABOUT 0.95 MILE SOUTHEAST ALONG A GRAVEL ROAD, ABOUT
 BU1173'0.1 MILE NORTH ALONG HIGHWAY 11 FROM GULLETS BLUFF BAPTIST CHURCH AT
 BU1173'DRY FORKS THENCE ABOUT 0.95 MILE SOUTHEAST ALONG A GRAVEL ROAD, 97
 BU1173'FEET NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF AN
 BU1173'UNPAINTED FRAME HOUSE, 52 FEET NORTH OF A 36-INCH OAK TREE, 28 1/2
 BU1173'FEET EAST OF THE CENTER LINE OF THE ROAD, 16 FEET EAST OF A FENCE
 BU1173'CORNER, 12 FEET NORTHWEST OF THE CENTER OF A FARM GATE, 1 1/2 FEET
 BU1173'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND
 BU1173'SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BU1173
 BU1173                          STATION RECOVERY (1972)
 BU1173
 BU1173'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1173'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1273 ***********************************************************************
 CM1273  DESIGNATION -  F 33
 CM1273  PID         -  CM1273
 CM1273  STATE/COUNTY-  AL/TALLAPOOSA
 CM1273  USGS QUAD   -  CARRVILLE (1981)
 CM1273
 CM1273                         *CURRENT SURVEY CONTROL
 CM1273  ___________________________________________________________________
 CM1273* NAD 83(1986)-  32 34 29.     (N)    085 48 57.     (W)     SCALED    
 CM1273* NAVD 88     -       154.108  (meters)     505.60   (feet)  ADJUSTED  
 CM1273  ___________________________________________________________________
 CM1273  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CM1273  DYNAMIC HT  -         153.927 (meters)     505.01  (feet)  COMP
 CM1273  MODELED GRAV-     979,461.4   (mgal)                       NAVD 88
 CM1273
 CM1273  VERT ORDER  -  SECOND    CLASS 0
 CM1273
 CM1273.The horizontal coordinates were scaled from a topographic map and have
 CM1273.an estimated accuracy of +/- 6 seconds.
 CM1273
 CM1273.The orthometric height was determined by differential leveling
 CM1273.and adjusted by the National Geodetic Survey in June 1991..
 CM1273
 CM1273.The geoid height was determined by GEOID03.
 CM1273
 CM1273.The dynamic height is computed by dividing the NAVD 88
 CM1273.geopotential number by the normal gravity value computed on the
 CM1273.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1273.degrees latitude (g = 980.6199 gals.).
 CM1273
 CM1273.The modeled gravity was interpolated from observed gravity values.
 CM1273
 CM1273;                    North         East    Units  Estimated Accuracy
 CM1273;SPC AL E     -   230,030.      201,640.      MT  (+/- 180 meters Scaled)
 CM1273
 CM1273                          SUPERSEDED SURVEY CONTROL
 CM1273
 CM1273  NGVD 29 (??/??/92)  154.090  (m)          505.54   (f) ADJ UNCH    2 0
 CM1273
 CM1273.Superseded values are not recommended for survey control.
 CM1273.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1273.See file dsdata.txt to determine how the superseded data were derived.
 CM1273
 CM1273_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB111047(NAD 83)
 CM1273_MARKER: DB = BENCH MARK DISK
 CM1273_SETTING: 0 = UNSPECIFIED SETTING
 CM1273_STAMPING: F 33 1934
 CM1273_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM1273
 CM1273  HISTORY     - Date     Condition        Report By
 CM1273  HISTORY     - 1934     MONUMENTED       CGS
 CM1273  HISTORY     - 1969     MARK NOT FOUND   USGS
 CM1273
 CM1273                          STATION DESCRIPTION
 CM1273
 CM1273'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1273'2.3 MI S FROM REELTOWN.
 CM1273'ALONG STATE HIGHWAY NO. 49, ABOUT 1 MILE NORTH OF JUNCTION OF
 CM1273'HIGHWAYS NO. 49 AND 14.  45 YARDS SOUTH OF ROAD TO HOUSE OWNED BY
 CM1273'S.T. PEEK.  32 FEET WEST OF CENTER LINE OF HIGHWAY.
 CM1273
 CM1273                          STATION RECOVERY (1969)
 CM1273
 CM1273'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 CM1273'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1212 ***********************************************************************
 BU1212  DESIGNATION -  F 330
 BU1212  PID         -  BU1212
 BU1212  STATE/COUNTY-  AL/MONROE
 BU1212  USGS QUAD   -  VREDENBURGH (1986)
 BU1212
 BU1212                         *CURRENT SURVEY CONTROL
 BU1212  ___________________________________________________________________
 BU1212* NAD 83(1986)-  31 48 47.     (N)    087 19 02.     (W)     SCALED    
 BU1212* NAVD 88     -        50.745  (meters)     166.49   (feet)  ADJUSTED  
 BU1212  ___________________________________________________________________
 BU1212  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1212  DYNAMIC HT  -          50.685 (meters)     166.29  (feet)  COMP
 BU1212  MODELED GRAV-     979,454.7   (mgal)                       NAVD 88
 BU1212
 BU1212  VERT ORDER  -  SECOND    CLASS 0
 BU1212
 BU1212.The horizontal coordinates were scaled from a topographic map and have
 BU1212.an estimated accuracy of +/- 6 seconds.
 BU1212
 BU1212.The orthometric height was determined by differential leveling
 BU1212.and adjusted by the National Geodetic Survey in June 1991..
 BU1212
 BU1212.The geoid height was determined by GEOID03.
 BU1212
 BU1212.The dynamic height is computed by dividing the NAVD 88
 BU1212.geopotential number by the normal gravity value computed on the
 BU1212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1212.degrees latitude (g = 980.6199 gals.).
 BU1212
 BU1212.The modeled gravity was interpolated from observed gravity values.
 BU1212
 BU1212;                    North         East    Units  Estimated Accuracy
 BU1212;SPC AL W     -   201,010.      617,310.      MT  (+/- 180 meters Scaled)
 BU1212
 BU1212                          SUPERSEDED SURVEY CONTROL
 BU1212
 BU1212  NGVD 29 (??/??/92)   50.724  (m)          166.42   (f) ADJ UNCH    2 0
 BU1212
 BU1212.Superseded values are not recommended for survey control.
 BU1212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1212.See file dsdata.txt to determine how the superseded data were derived.
 BU1212
 BU1212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA699197(NAD 83)
 BU1212_MARKER: DB = BENCH MARK DISK
 BU1212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1212_STAMPING: F 330 1950
 BU1212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1212+STABILITY: SURFACE MOTION
 BU1212
 BU1212  HISTORY     - Date     Condition        Report By
 BU1212  HISTORY     - 1950     MONUMENTED       CGS
 BU1212
 BU1212                          STATION DESCRIPTION
 BU1212
 BU1212'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1212'3.95 MI SE FROM HYBART.
 BU1212'ABOUT 2.85 MILES EAST ALONG A GRAVEL ROAD FROM THE ST. LOUIS-SAN
 BU1212'FRANCISCO RAILWAY STATION AT HYBART, THENCE ABOUT 1.1 MILES SOUTHEAST
 BU1212'ALONG A GRAVEL ROAD LEADING TO BUENA VISTA, ABOUT 0.6 MILE EAST OF THE
 BU1212'JUNCTION OF A ROAD SOUTH AND A SCHOOL FOR COLORED, AT THE JUNCTION OF
 BU1212'A ROAD NORTH TO VREDENBURGH, 86 FEET NORTHWEST OF THE CENTER OF THE
 BU1212'JUNCTION, 56 1/2 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 46
 BU1212'FEET NORTH OF THE CENTER LINE OF THE ROAD WEST 34 FEET NORTHWEST OF A
 BU1212'POWER POLE AT DIRECTIONAL CHANGE IN POWER LINE, 9 1/2 FEET SOUTHWEST
 BU1212'OF A POWER POLE WITH TRANSFORMER ON POWER LINE WITH SHORT POLES, 1 1/2
 BU1212'FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 BU1212'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1484 ***********************************************************************
 CN1484  DESIGNATION -  F 331
 CN1484  PID         -  CN1484
 CN1484  STATE/COUNTY-  AL/CHILTON
 CN1484  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1484
 CN1484                         *CURRENT SURVEY CONTROL
 CN1484  ___________________________________________________________________
 CN1484* NAD 83(1986)-  32 48 52.     (N)    086 56 34.     (W)     SCALED    
 CN1484* NAVD 88     -       176.523  (meters)     579.14   (feet)  ADJUSTED  
 CN1484  ___________________________________________________________________
 CN1484  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 CN1484  DYNAMIC HT  -         176.322 (meters)     578.48  (feet)  COMP
 CN1484  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CN1484
 CN1484  VERT ORDER  -  SECOND    CLASS 0
 CN1484
 CN1484.The horizontal coordinates were scaled from a topographic map and have
 CN1484.an estimated accuracy of +/- 6 seconds.
 CN1484
 CN1484.The orthometric height was determined by differential leveling
 CN1484.and adjusted by the National Geodetic Survey in June 1991..
 CN1484
 CN1484.The geoid height was determined by GEOID03.
 CN1484
 CN1484.The dynamic height is computed by dividing the NAVD 88
 CN1484.geopotential number by the normal gravity value computed on the
 CN1484.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1484.degrees latitude (g = 980.6199 gals.).
 CN1484
 CN1484.The modeled gravity was interpolated from observed gravity values.
 CN1484
 CN1484;                    North         East    Units  Estimated Accuracy
 CN1484;SPC AL W     -   312,170.      652,180.      MT  (+/- 180 meters Scaled)
 CN1484
 CN1484                          SUPERSEDED SURVEY CONTROL
 CN1484
 CN1484  NGVD 29 (??/??/92)  176.493  (m)          579.04   (f) ADJ UNCH    2 0
 CN1484
 CN1484.Superseded values are not recommended for survey control.
 CN1484.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1484.See file dsdata.txt to determine how the superseded data were derived.
 CN1484
 CN1484_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB053307(NAD 83)
 CN1484_MARKER: DB = BENCH MARK DISK
 CN1484_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1484_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1484_STAMPING: F 331 1950
 CN1484_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1484+STABILITY: SURFACE MOTION
 CN1484
 CN1484  HISTORY     - Date     Condition        Report By
 CN1484  HISTORY     - 1950     MONUMENTED       CGS
 CN1484  HISTORY     - 1971     POOR             USGS
 CN1484
 CN1484                          STATION DESCRIPTION
 CN1484
 CN1484'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1484'5.3 MI NW FROM MAPLESVILLE.
 CN1484'ABOUT 4.75 MILES NORTHWEST ALONG U.S. HIGHWAY 82 FROM THE INTERSECTION
 CN1484'OF STATE HIGHWAY 22 AND THE SOUTHERN RAILWAY JUST SOUTH OF
 CN1484'MAPLESVILLE, THENCE ABOUT 0.55 MILE WEST ALONG A GRAVEL ROAD LEADING
 CN1484'TO SPROTT, AT THE PLEASANT GROVE CHURCH AND CEMETERY, 65 FEET SOUTH OF
 CN1484'THE CENTER LINE OF THE GRAVEL ROAD, 97.5 FEET NORTHEAST OF THE
 CN1484'NORTHEAST CORNER OF THE WOODEN CHURCH BUILDING, 4 FEET EAST OF POWER
 CN1484'POLE NO. 10-A-411 WITH TRANSFORMER, 90 FEET SOUTH AND ACROSS THE ROAD
 CN1484'FROM THE TOMB STONE OF N. W. LATHAM SR. AND MARGUERITE D. LATHAM, 2
 CN1484'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD
 CN1484'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE-- POST
 CN1484'TILTED.
 CN1484
 CN1484                          STATION RECOVERY (1971)
 CN1484
 CN1484'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1484'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1513 ***********************************************************************
 CN1513  DESIGNATION -  F 332
 CN1513  PID         -  CN1513
 CN1513  STATE/COUNTY-  AL/BIBB
 CN1513  USGS QUAD   -  CENTREVILLE WEST (1983)
 CN1513
 CN1513                         *CURRENT SURVEY CONTROL
 CN1513  ___________________________________________________________________
 CN1513* NAD 83(1986)-  32 56 16.     (N)    087 08 38.     (W)     SCALED    
 CN1513* NAVD 88     -        68.599  (meters)     225.06   (feet)  ADJUSTED  
 CN1513  ___________________________________________________________________
 CN1513  GEOID HEIGHT-         -29.13  (meters)                     GEOID03
 CN1513  DYNAMIC HT  -          68.521 (meters)     224.81  (feet)  COMP
 CN1513  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 CN1513
 CN1513  VERT ORDER  -  SECOND    CLASS 0
 CN1513
 CN1513.The horizontal coordinates were scaled from a topographic map and have
 CN1513.an estimated accuracy of +/- 6 seconds.
 CN1513
 CN1513.The orthometric height was determined by differential leveling
 CN1513.and adjusted by the National Geodetic Survey in June 1991..
 CN1513
 CN1513.The geoid height was determined by GEOID03.
 CN1513
 CN1513.The dynamic height is computed by dividing the NAVD 88
 CN1513.geopotential number by the normal gravity value computed on the
 CN1513.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1513.degrees latitude (g = 980.6199 gals.).
 CN1513
 CN1513.The modeled gravity was interpolated from observed gravity values.
 CN1513
 CN1513;                    North         East    Units  Estimated Accuracy
 CN1513;SPC AL W     -   325,770.      633,300.      MT  (+/- 180 meters Scaled)
 CN1513
 CN1513                          SUPERSEDED SURVEY CONTROL
 CN1513
 CN1513  NGVD 29 (??/??/92)   68.578  (m)          224.99   (f) ADJ UNCH    2 0
 CN1513
 CN1513.Superseded values are not recommended for survey control.
 CN1513.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1513.See file dsdata.txt to determine how the superseded data were derived.
 CN1513
 CN1513_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB865443(NAD 83)
 CN1513_MARKER: DB = BENCH MARK DISK
 CN1513_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1513_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1513_STAMPING: F 332 1950
 CN1513_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1513+STABILITY: SURFACE MOTION
 CN1513
 CN1513  HISTORY     - Date     Condition        Report By
 CN1513  HISTORY     - 1950     MONUMENTED       CGS
 CN1513  HISTORY     - 1976     MARK NOT FOUND   USGS
 CN1513
 CN1513                          STATION DESCRIPTION
 CN1513
 CN1513'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1513'0.65 MI W FROM CENTREVILLE.
 CN1513'ABOUT 0.65 MILE WEST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 CN1513'STATION AT CENTREVILLE, ABOUT 1.35 MILES EAST OF THE STATION AT BRENT,
 CN1513'AT A PUBLIC GRAVEL ROAD CROSSING, AND AT BELCHERS SAW MILL, ABOUT 0.3
 CN1513'MILE WEST OF A BRIDGE OVER CAHABA RIVER, 18 FEET NORTH OF THE NORTH
 CN1513'RAIL OF THE MAIN TRACK, 2.5 FEET NORTH OF A CROSSING WARNING SIGN, 86
 CN1513'FEET NORTHEAST AND ACROSS THE TRACK FROM THE NORTHEAST CORNER OF A RED
 CN1513'BRICK WAREHOUSE BUILDING, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CN1513'ABOUT LEVEL WITH THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CN1513'PROJECTING 2 INCHES.
 CN1513
 CN1513                          STATION RECOVERY (1976)
 CN1513
 CN1513'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1976
 CN1513'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1636 ***********************************************************************
 CN1636  DESIGNATION -  F 334
 CN1636  PID         -  CN1636
 CN1636  STATE/COUNTY-  AL/PERRY
 CN1636  USGS QUAD   -  SCOTT STATION (1979)
 CN1636
 CN1636                         *CURRENT SURVEY CONTROL
 CN1636  ___________________________________________________________________
 CN1636* NAD 83(1986)-  32 34 48.     (N)    087 26 36.     (W)     SCALED    
 CN1636* NAVD 88     -        78.001  (meters)     255.91   (feet)  ADJUSTED  
 CN1636  ___________________________________________________________________
 CN1636  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 CN1636  DYNAMIC HT  -          77.911 (meters)     255.61  (feet)  COMP
 CN1636  MODELED GRAV-     979,482.5   (mgal)                       NAVD 88
 CN1636
 CN1636  VERT ORDER  -  SECOND    CLASS 0
 CN1636
 CN1636.The horizontal coordinates were scaled from a topographic map and have
 CN1636.an estimated accuracy of +/- 6 seconds.
 CN1636
 CN1636.The orthometric height was determined by differential leveling
 CN1636.and adjusted by the National Geodetic Survey in June 1991..
 CN1636
 CN1636.The geoid height was determined by GEOID03.
 CN1636
 CN1636.The dynamic height is computed by dividing the NAVD 88
 CN1636.geopotential number by the normal gravity value computed on the
 CN1636.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1636.degrees latitude (g = 980.6199 gals.).
 CN1636
 CN1636.The modeled gravity was interpolated from observed gravity values.
 CN1636
 CN1636;                    North         East    Units  Estimated Accuracy
 CN1636;SPC AL W     -   286,040.      605,320.      MT  (+/- 180 meters Scaled)
 CN1636
 CN1636                          SUPERSEDED SURVEY CONTROL
 CN1636
 CN1636  NGVD 29 (??/??/92)   77.955  (m)          255.76   (f) ADJ UNCH    2 0
 CN1636
 CN1636.Superseded values are not recommended for survey control.
 CN1636.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1636.See file dsdata.txt to determine how the superseded data were derived.
 CN1636
 CN1636_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB583048(NAD 83)
 CN1636_MARKER: DB = BENCH MARK DISK
 CN1636_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1636_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1636_STAMPING: F 334 1950
 CN1636_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1636+STABILITY: SURFACE MOTION
 CN1636
 CN1636  HISTORY     - Date     Condition        Report By
 CN1636  HISTORY     - 1950     MONUMENTED       CGS
 CN1636  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN1636
 CN1636                          STATION DESCRIPTION
 CN1636
 CN1636'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1636'1.9 MI S FROM SCOTT STATION.
 CN1636'ABOUT 1.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 CN1636'SOUTHERN RAILWAY AT SCOTT STATION, ABOUT 0.75 MILE SOUTH OF GREENLEAF
 CN1636'CHURCH, ABOUT 0.8 MILE NORTH OF A CROSS ROAD, ON THE OUTSIDE OF A
 CN1636'CURVE IN THE ROAD WITH TANGENTS SOUTH AND NORTH-NORTHEAST, 35 FEET
 CN1636'WEST OF THE CENTER LINE OF THE ROAD, 20 FEET SOUTH OF THE CENTER LINE
 CN1636'OF A DRIVE WEST TO A GROUP OF MILKING BARNS, 11 FEET SOUTHWEST OF THE
 CN1636'SOUTH END OF A PIPE CULVERT UNDER DRIVE, 1 FOOT EAST OF THE R/W FENCE,
 CN1636'2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 CN1636'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE--
 CN1636'THERE HAS BEEN ROAD CONSTRUCTION IN THE AREA.
 CN1636
 CN1636                          STATION RECOVERY (1975)
 CN1636
 CN1636'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN1636'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1640 ***********************************************************************
 CN1640  DESIGNATION -  F 335
 CN1640  PID         -  CN1640
 CN1640  STATE/COUNTY-  AL/PERRY
 CN1640  USGS QUAD   -  MARION SOUTH (1979)
 CN1640
 CN1640                         *CURRENT SURVEY CONTROL
 CN1640  ___________________________________________________________________
 CN1640* NAD 83(1986)-  32 30 22.     (N)    087 22 21.     (W)     SCALED    
 CN1640* NAVD 88     -        60.495  (meters)     198.47   (feet)  ADJUSTED  
 CN1640  ___________________________________________________________________
 CN1640  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CN1640  DYNAMIC HT  -          60.425 (meters)     198.24  (feet)  COMP
 CN1640  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 CN1640
 CN1640  VERT ORDER  -  SECOND    CLASS 0
 CN1640
 CN1640.The horizontal coordinates were scaled from a topographic map and have
 CN1640.an estimated accuracy of +/- 6 seconds.
 CN1640
 CN1640.The orthometric height was determined by differential leveling
 CN1640.and adjusted by the National Geodetic Survey in June 1991..
 CN1640
 CN1640.The geoid height was determined by GEOID03.
 CN1640
 CN1640.The dynamic height is computed by dividing the NAVD 88
 CN1640.geopotential number by the normal gravity value computed on the
 CN1640.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1640.degrees latitude (g = 980.6199 gals.).
 CN1640
 CN1640.The modeled gravity was interpolated from observed gravity values.
 CN1640
 CN1640;                    North         East    Units  Estimated Accuracy
 CN1640;SPC AL W     -   277,850.      611,980.      MT  (+/- 180 meters Scaled)
 CN1640
 CN1640                          SUPERSEDED SURVEY CONTROL
 CN1640
 CN1640  NGVD 29 (??/??/92)   60.447  (m)          198.32   (f) ADJ UNCH    2 0
 CN1640
 CN1640.Superseded values are not recommended for survey control.
 CN1640.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1640.See file dsdata.txt to determine how the superseded data were derived.
 CN1640
 CN1640_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA650965(NAD 83)
 CN1640_MARKER: DB = BENCH MARK DISK
 CN1640_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1640_SP_SET: CULVERT
 CN1640_STAMPING: F 335 1950
 CN1640_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1640
 CN1640  HISTORY     - Date     Condition        Report By
 CN1640  HISTORY     - 1950     MONUMENTED       CGS
 CN1640
 CN1640                          STATION DESCRIPTION
 CN1640
 CN1640'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1640'4.8 MI N FROM BROWNS.
 CN1640'ABOUT 4.8 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION OF
 CN1640'U.S. HIGHWAY 80 AT BROWNS, ABOUT 1.6 MILES NORTH OF THE PERRY-DALLAS
 CN1640'COUNTY LINE, ABOUT 0.6 MILE NORTH OF AN EAST-WEST CROSSROAD, SET IN
 CN1640'THE TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 6-FOOT CONCRETE
 CN1640'CULVERT, 17 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1/2
 CN1640'FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1992 ***********************************************************************
 CN1992  DESIGNATION -  F 336
 CN1992  PID         -  CN1992
 CN1992  STATE/COUNTY-  AL/WILCOX
 CN1992  USGS QUAD   -  CAMDEN NORTH (1974)
 CN1992
 CN1992                         *CURRENT SURVEY CONTROL
 CN1992  ___________________________________________________________________
 CN1992* NAD 83(1986)-  32 07 03.     (N)    087 22 15.     (W)     SCALED    
 CN1992* NAVD 88     -        28.676  (meters)      94.08   (feet)  ADJUSTED  
 CN1992  ___________________________________________________________________
 CN1992  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CN1992  DYNAMIC HT  -          28.642 (meters)      93.97  (feet)  COMP
 CN1992  MODELED GRAV-     979,476.2   (mgal)                       NAVD 88
 CN1992
 CN1992  VERT ORDER  -  SECOND    CLASS 0
 CN1992
 CN1992.The horizontal coordinates were scaled from a topographic map and have
 CN1992.an estimated accuracy of +/- 6 seconds.
 CN1992
 CN1992.The orthometric height was determined by differential leveling
 CN1992.and adjusted by the National Geodetic Survey in June 1991..
 CN1992
 CN1992.The geoid height was determined by GEOID03.
 CN1992
 CN1992.The dynamic height is computed by dividing the NAVD 88
 CN1992.geopotential number by the normal gravity value computed on the
 CN1992.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1992.degrees latitude (g = 980.6199 gals.).
 CN1992
 CN1992.The modeled gravity was interpolated from observed gravity values.
 CN1992
 CN1992;                    North         East    Units  Estimated Accuracy
 CN1992;SPC AL W     -   234,760.      612,190.      MT  (+/- 180 meters Scaled)
 CN1992
 CN1992                          SUPERSEDED SURVEY CONTROL
 CN1992
 CN1992  NGVD 29 (??/??/92)   28.630  (m)           93.93   (f) ADJ UNCH    2 0
 CN1992
 CN1992.Superseded values are not recommended for survey control.
 CN1992.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1992.See file dsdata.txt to determine how the superseded data were derived.
 CN1992
 CN1992_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA650535(NAD 83)
 CN1992_MARKER: DB = BENCH MARK DISK
 CN1992_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1992_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1992_STAMPING: F 336 1950
 CN1992_PROJECTION: FLUSH
 CN1992_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1992+STABILITY: SURFACE MOTION
 CN1992
 CN1992  HISTORY     - Date     Condition        Report By
 CN1992  HISTORY     - 1950     MONUMENTED       CGS
 CN1992  HISTORY     - 19980126 MARK NOT FOUND   NGS
 CN1992
 CN1992                          STATION DESCRIPTION
 CN1992
 CN1992'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1992'1.3 MI NW FROM MILLERS FERRY.
 CN1992'ABOUT 0.45 MILE NORTHWEST ALONG STATE HIGHWAY 28 FROM MILLERS FERRY,
 CN1992'THENCE 0.85 MILE NORTH ALONG A GRAVEL ROAD, AT THE ENTRANCE TO
 CN1992'HENDERSON FIELD, 35 FEET NORTHWEST OF THE CENTER LINE OF THE MAIN
 CN1992'ROAD, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE ENTRANCE ROAD, 20
 CN1992'FEET SOUTH OF THE SOUTHWEST GATE POST AT THE ENTRANCE GATE, 2 FEET
 CN1992'WEST OF THE FENCE LINE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 CN1992'ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST PROJECTING
 CN1992'4 INCHES.
 CN1992
 CN1992                          STATION RECOVERY (1998)
 CN1992
 CN1992'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN1992'STATION WAS SEARCHED FOR BUT NOT FOUND, THE WHLOE AREA IS PASTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1743 ***********************************************************************
 BU1743  DESIGNATION -  F 337
 BU1743  PID         -  BU1743
 BU1743  STATE/COUNTY-  AL/CLARKE
 BU1743  USGS QUAD   -  LOWER PEACH TREE (1973)
 BU1743
 BU1743                         *CURRENT SURVEY CONTROL
 BU1743  ___________________________________________________________________
 BU1743* NAD 83(1986)-  31 45 11.     (N)    087 37 06.     (W)     SCALED    
 BU1743* NAVD 88     -       109.719  (meters)     359.97   (feet)  ADJUSTED  
 BU1743  ___________________________________________________________________
 BU1743  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU1743  DYNAMIC HT  -         109.586 (meters)     359.53  (feet)  COMP
 BU1743  MODELED GRAV-     979,422.4   (mgal)                       NAVD 88
 BU1743
 BU1743  VERT ORDER  -  SECOND    CLASS 0
 BU1743
 BU1743.The horizontal coordinates were scaled from a topographic map and have
 BU1743.an estimated accuracy of +/- 6 seconds.
 BU1743
 BU1743.The orthometric height was determined by differential leveling
 BU1743.and adjusted by the National Geodetic Survey in June 1991..
 BU1743
 BU1743.The geoid height was determined by GEOID03.
 BU1743
 BU1743.The dynamic height is computed by dividing the NAVD 88
 BU1743.geopotential number by the normal gravity value computed on the
 BU1743.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1743.degrees latitude (g = 980.6199 gals.).
 BU1743
 BU1743.The modeled gravity was interpolated from observed gravity values.
 BU1743
 BU1743;                    North         East    Units  Estimated Accuracy
 BU1743;SPC AL W     -   194,350.      588,790.      MT  (+/- 180 meters Scaled)
 BU1743
 BU1743                          SUPERSEDED SURVEY CONTROL
 BU1743
 BU1743  NGVD 29 (??/??/92)  109.682  (m)          359.85   (f) ADJ UNCH    2 0
 BU1743
 BU1743.Superseded values are not recommended for survey control.
 BU1743.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1743.See file dsdata.txt to determine how the superseded data were derived.
 BU1743
 BU1743_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA414132(NAD 83)
 BU1743_MARKER: DB = BENCH MARK DISK
 BU1743_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1743_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1743_STAMPING: F 337 1950
 BU1743_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1743+STABILITY: SURFACE MOTION
 BU1743
 BU1743  HISTORY     - Date     Condition        Report By
 BU1743  HISTORY     - 1950     MONUMENTED       CGS
 BU1743
 BU1743                          STATION DESCRIPTION
 BU1743
 BU1743'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1743'6.85 MI W FROM CHANCE.
 BU1743'6.85 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT CHANCE,
 BU1743'ABOUT 0.7 MILE NORTHWEST OF THE JUNCTION OF A ROAD SOUTHEAST, ABOUT
 BU1743'0.45 MILE NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD SOUTH AND
 BU1743'DOWNHILL, ABOUT 0.3 MILE EAST OF A LARGE PIPE CULVERT FOR SMALL
 BU1743'STREAM, 47 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 40 FEET
 BU1743'NORTHEAST OF THE NORTHEAST END OF A 15-INCH PIPE CULVERT UNDER ROAD,
 BU1743'ABOUT 40 FEET EAST OF THE SOUTHEAST END OF A 7-FOOT BENCH CUT, 2 FEET
 BU1743'SOUTHWEST OF A WHITE WOODEN WITNESS POST, 3 1/2 FEET ABOVE THE ROAD
 BU1743'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1009 ***********************************************************************
 BU1009  DESIGNATION -  F 338
 BU1009  PID         -  BU1009
 BU1009  STATE/COUNTY-  AL/MONROE
 BU1009  USGS QUAD   -  HYBART (1973)
 BU1009
 BU1009                         *CURRENT SURVEY CONTROL
 BU1009  ___________________________________________________________________
 BU1009* NAD 83(1986)-  31 45 41.     (N)    087 28 41.     (W)     SCALED    
 BU1009* NAVD 88     -        35.042  (meters)     114.97   (feet)  ADJUSTED  
 BU1009  ___________________________________________________________________
 BU1009  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1009  DYNAMIC HT  -          35.000 (meters)     114.83  (feet)  COMP
 BU1009  MODELED GRAV-     979,439.9   (mgal)                       NAVD 88
 BU1009
 BU1009  VERT ORDER  -  SECOND    CLASS 0
 BU1009
 BU1009.The horizontal coordinates were scaled from a topographic map and have
 BU1009.an estimated accuracy of +/- 6 seconds.
 BU1009
 BU1009.The orthometric height was determined by differential leveling
 BU1009.and adjusted by the National Geodetic Survey in June 1991..
 BU1009
 BU1009.The geoid height was determined by GEOID03.
 BU1009
 BU1009.The dynamic height is computed by dividing the NAVD 88
 BU1009.geopotential number by the normal gravity value computed on the
 BU1009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1009.degrees latitude (g = 980.6199 gals.).
 BU1009
 BU1009.The modeled gravity was interpolated from observed gravity values.
 BU1009
 BU1009;                    North         East    Units  Estimated Accuracy
 BU1009;SPC AL W     -   195,270.      602,080.      MT  (+/- 180 meters Scaled)
 BU1009
 BU1009                          SUPERSEDED SURVEY CONTROL
 BU1009
 BU1009  NGVD 29 (??/??/92)   35.010  (m)          114.86   (f) ADJ UNCH    2 0
 BU1009
 BU1009.Superseded values are not recommended for survey control.
 BU1009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1009.See file dsdata.txt to determine how the superseded data were derived.
 BU1009
 BU1009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA547140(NAD 83)
 BU1009_MARKER: DB = BENCH MARK DISK
 BU1009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1009_STAMPING: F 338 1950
 BU1009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1009+STABILITY: SURFACE MOTION
 BU1009
 BU1009  HISTORY     - Date     Condition        Report By
 BU1009  HISTORY     - 1950     MONUMENTED       CGS
 BU1009
 BU1009                          STATION DESCRIPTION
 BU1009
 BU1009'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1009'7.45 MI SE FROM LOWER PEACH TREE.
 BU1009'ABOUT 2.7 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD LEADING TO
 BU1009'CHANCE FROM THE POST OFFICE AT LOWER PEACH TREE, THENCE ABOUT 4.75
 BU1009'MILES SOUTHEAST ALONG A GRAVEL ROAD, ABOUT 1.0 MILE SOUTHEAST OF
 BU1009'MONROE HIGH SCHOOL FOR COLORED AND INDEPENDENCE BAPTIST CHURCH, AT
 BU1009'JONES CHAPEL METHODIST CHURCH, ABOUT 0.15 MILE NORTH OF HOOKS STORE,
 BU1009'71 FEET WEST OF THE CENTER LINE OF THE GRAVEL ROAD, 6.2 FEET SOUTHWEST
 BU1009'OF THE SOUTHEAST CORNER OF THE WOODEN CHURCH BUILDING, 2 FEET NORTH OF
 BU1009'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE GRAVEL ROAD AND SET
 BU1009'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1717 ***********************************************************************
 BU1717  DESIGNATION -  F 339
 BU1717  PID         -  BU1717
 BU1717  STATE/COUNTY-  AL/CLARKE
 BU1717  USGS QUAD   -  WHATLEY (1972)
 BU1717
 BU1717                         *CURRENT SURVEY CONTROL
 BU1717  ___________________________________________________________________
 BU1717* NAD 83(1986)-  31 43 55.     (N)    087 38 23.     (W)     SCALED    
 BU1717* NAVD 88     -       139.813  (meters)     458.70   (feet)  ADJUSTED  
 BU1717  ___________________________________________________________________
 BU1717  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU1717  DYNAMIC HT  -         139.642 (meters)     458.14  (feet)  COMP
 BU1717  MODELED GRAV-     979,416.5   (mgal)                       NAVD 88
 BU1717
 BU1717  VERT ORDER  -  SECOND    CLASS 0
 BU1717
 BU1717.The horizontal coordinates were scaled from a topographic map and have
 BU1717.an estimated accuracy of +/- 6 seconds.
 BU1717
 BU1717.The orthometric height was determined by differential leveling
 BU1717.and adjusted by the National Geodetic Survey in June 1991..
 BU1717
 BU1717.The geoid height was determined by GEOID03.
 BU1717
 BU1717.The dynamic height is computed by dividing the NAVD 88
 BU1717.geopotential number by the normal gravity value computed on the
 BU1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1717.degrees latitude (g = 980.6199 gals.).
 BU1717
 BU1717.The modeled gravity was interpolated from observed gravity values.
 BU1717
 BU1717;                    North         East    Units  Estimated Accuracy
 BU1717;SPC AL W     -   192,010.      586,760.      MT  (+/- 180 meters Scaled)
 BU1717
 BU1717                          SUPERSEDED SURVEY CONTROL
 BU1717
 BU1717  NGVD 29 (??/??/92)  139.780  (m)          458.59   (f) ADJ UNCH    2 0
 BU1717
 BU1717.Superseded values are not recommended for survey control.
 BU1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1717.See file dsdata.txt to determine how the superseded data were derived.
 BU1717
 BU1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA393109(NAD 83)
 BU1717_MARKER: DB = BENCH MARK DISK
 BU1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1717_STAMPING: F 339 1950
 BU1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1717+STABILITY: SURFACE MOTION
 BU1717
 BU1717  HISTORY     - Date     Condition        Report By
 BU1717  HISTORY     - 1950     MONUMENTED       CGS
 BU1717
 BU1717                          STATION DESCRIPTION
 BU1717
 BU1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1717'4.75 MI S FROM NETTLEBORO.
 BU1717'4.75 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH AND SCHOOL AT
 BU1717'NETTLEBORO, ABOUT 1.05 MILES SOUTHEAST OF THE JUNCTION OF A GRAVEL
 BU1717'ROAD LEADING EAST, AT THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS
 BU1717'EXTENDING SOUTH AND NORTHWEST, 135 YARDS NORTH OF THE TOP OF A GRADE,
 BU1717'119 YARDS SOUTH OF THE BOTTOM OF GRADE AND AN 18-INCH CORRUGATED PIPE
 BU1717'CULVERT, 38 FEET EAST OF THE CENTER LINE OF THE ROAD, 87 FEET
 BU1717'NORTHEAST AND ACROSS THE ROAD FROM A POWER LINE POLE, 67 FEET NORTH OF
 BU1717'A POWER LINE BRACE POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 BU1717'ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU1717'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0467 ***********************************************************************
 DH0467  DESIGNATION -  F 34
 DH0467  PID         -  DH0467
 DH0467  STATE/COUNTY-  AL/TALLADEGA
 DH0467  USGS QUAD   -  CHILDERSBURG (1972)
 DH0467
 DH0467                         *CURRENT SURVEY CONTROL
 DH0467  ___________________________________________________________________
 DH0467* NAD 83(1986)-  33 20 30.     (N)    086 16 15.     (W)     SCALED    
 DH0467* NAVD 88     -       131.577  (meters)     431.68   (feet)  ADJUSTED  
 DH0467  ___________________________________________________________________
 DH0467  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DH0467  DYNAMIC HT  -         131.433 (meters)     431.21  (feet)  COMP
 DH0467  MODELED GRAV-     979,539.5   (mgal)                       NAVD 88
 DH0467
 DH0467  VERT ORDER  -  SECOND    CLASS 0
 DH0467
 DH0467.The horizontal coordinates were scaled from a topographic map and have
 DH0467.an estimated accuracy of +/- 6 seconds.
 DH0467
 DH0467.The orthometric height was determined by differential leveling
 DH0467.and adjusted by the National Geodetic Survey in June 1991..
 DH0467
 DH0467.The geoid height was determined by GEOID03.
 DH0467
 DH0467.The dynamic height is computed by dividing the NAVD 88
 DH0467.geopotential number by the normal gravity value computed on the
 DH0467.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0467.degrees latitude (g = 980.6199 gals.).
 DH0467
 DH0467.The modeled gravity was interpolated from observed gravity values.
 DH0467
 DH0467;                    North         East    Units  Estimated Accuracy
 DH0467;SPC AL E     -   315,170.      159,270.      MT  (+/- 180 meters Scaled)
 DH0467
 DH0467                          SUPERSEDED SURVEY CONTROL
 DH0467
 DH0467  NGVD 29 (??/??/92)  131.538  (m)          431.55   (f) ADJ UNCH    2 0
 DH0467
 DH0467.Superseded values are not recommended for survey control.
 DH0467.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0467.See file dsdata.txt to determine how the superseded data were derived.
 DH0467
 DH0467_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB678894(NAD 83)
 DH0467_MARKER: DB = BENCH MARK DISK
 DH0467_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0467_SP_SET: CULVERT
 DH0467_STAMPING: F 34 1934
 DH0467_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0467
 DH0467  HISTORY     - Date     Condition        Report By
 DH0467  HISTORY     - 1934     MONUMENTED       CGS
 DH0467  HISTORY     - 1950     GOOD             NGS
 DH0467
 DH0467                          STATION DESCRIPTION
 DH0467
 DH0467'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0467'2.0 MI SW FROM ALPINE.
 DH0467'ALONG THE RIGHT OF WAY OF THE SOUTHERN RAILROAD.  ABOUT 1.8 MILES E.
 DH0467'OF STATION BUILDING AT KYMULGA, 35 RAIL LENGTHS W. OF MILE POST 96, 1
 DH0467'FOOT E. OF WEST END OF ABUTMENT OF R.R. CONCRETE CULVERT, 11 FEET
 DH0467'SOUTH OF TRACK.
 DH0467
 DH0467                          STATION RECOVERY (1950)
 DH0467
 DH0467'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DH0467'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1763 ***********************************************************************
 BU1763  DESIGNATION -  F 340
 BU1763  PID         -  BU1763
 BU1763  STATE/COUNTY-  AL/CLARKE
 BU1763  USGS QUAD   -  CHANCE (1972)
 BU1763
 BU1763                         *CURRENT SURVEY CONTROL
 BU1763  ___________________________________________________________________
 BU1763* NAD 83(1986)-  31 40 23.     (N)    087 36 33.     (W)     SCALED    
 BU1763* NAVD 88     -        74.191  (meters)     243.41   (feet)  ADJUSTED  
 BU1763  ___________________________________________________________________
 BU1763  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 BU1763  DYNAMIC HT  -          74.100 (meters)     243.11  (feet)  COMP
 BU1763  MODELED GRAV-     979,418.7   (mgal)                       NAVD 88
 BU1763
 BU1763  VERT ORDER  -  SECOND    CLASS 0
 BU1763
 BU1763.The horizontal coordinates were scaled from a topographic map and have
 BU1763.an estimated accuracy of +/- 6 seconds.
 BU1763
 BU1763.The orthometric height was determined by differential leveling
 BU1763.and adjusted by the National Geodetic Survey in June 1991..
 BU1763
 BU1763.The geoid height was determined by GEOID03.
 BU1763
 BU1763.The dynamic height is computed by dividing the NAVD 88
 BU1763.geopotential number by the normal gravity value computed on the
 BU1763.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1763.degrees latitude (g = 980.6199 gals.).
 BU1763
 BU1763.The modeled gravity was interpolated from observed gravity values.
 BU1763
 BU1763;                    North         East    Units  Estimated Accuracy
 BU1763;SPC AL W     -   185,480.      589,650.      MT  (+/- 180 meters Scaled)
 BU1763
 BU1763                          SUPERSEDED SURVEY CONTROL
 BU1763
 BU1763  NGVD 29 (??/??/92)   74.160  (m)          243.31   (f) ADJ UNCH    2 0
 BU1763
 BU1763.Superseded values are not recommended for survey control.
 BU1763.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1763.See file dsdata.txt to determine how the superseded data were derived.
 BU1763
 BU1763_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA422043(NAD 83)
 BU1763_MARKER: DB = BENCH MARK DISK
 BU1763_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1763_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1763_STAMPING: F 340 1950
 BU1763_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1763+STABILITY: SURFACE MOTION
 BU1763
 BU1763  HISTORY     - Date     Condition        Report By
 BU1763  HISTORY     - 1950     MONUMENTED       CGS
 BU1763
 BU1763                          STATION DESCRIPTION
 BU1763
 BU1763'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1763'7.9 MI N FROM GOSPORT.
 BU1763'3.35 MILES NORTHEAST ALONG A GRADED ROAD FROM THE METHODIST CHURCH AND
 BU1763'CEMETERY AT GOSPORT, THENCE ABOUT 4.55 MILES NORTHWEST ALONG A GRAVEL
 BU1763'ROAD, ABOUT 0.25 MILE SOUTHEAST OF SUNNY BASS SCHOOL FOR COLORED,
 BU1763'ABOUT 0.45 MILE NORTHWEST OF THE JUNCTION OF A GRAVEL ROAD WEST, 53
 BU1763'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 14 FEET SOUTHEAST OF
 BU1763'THE CENTER LINE OF A DRIVE NORTHEAST TO A FARM, 2 FEET EAST OF A WHITE
 BU1763'WOODEN WITNESS POST, 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 BU1763'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1180 ***********************************************************************
 BU1180  DESIGNATION -  F 341
 BU1180  PID         -  BU1180
 BU1180  STATE/COUNTY-  AL/WILCOX
 BU1180  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1180
 BU1180                         *CURRENT SURVEY CONTROL
 BU1180  ___________________________________________________________________
 BU1180* NAD 83(1986)-  31 52 42.     (N)    087 17 02.     (W)     SCALED    
 BU1180* NAVD 88     -       109.524  (meters)     359.33   (feet)  ADJUSTED  
 BU1180  ___________________________________________________________________
 BU1180  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 BU1180  DYNAMIC HT  -         109.396 (meters)     358.91  (feet)  COMP
 BU1180  MODELED GRAV-     979,468.5   (mgal)                       NAVD 88
 BU1180
 BU1180  VERT ORDER  -  SECOND    CLASS 0
 BU1180
 BU1180.The horizontal coordinates were scaled from a topographic map and have
 BU1180.an estimated accuracy of +/- 6 seconds.
 BU1180
 BU1180.The orthometric height was determined by differential leveling
 BU1180.and adjusted by the National Geodetic Survey in June 1991..
 BU1180
 BU1180.The geoid height was determined by GEOID03.
 BU1180
 BU1180.The dynamic height is computed by dividing the NAVD 88
 BU1180.geopotential number by the normal gravity value computed on the
 BU1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1180.degrees latitude (g = 980.6199 gals.).
 BU1180
 BU1180.The modeled gravity was interpolated from observed gravity values.
 BU1180
 BU1180;                    North         East    Units  Estimated Accuracy
 BU1180;SPC AL W     -   208,250.      620,450.      MT  (+/- 180 meters Scaled)
 BU1180
 BU1180                          SUPERSEDED SURVEY CONTROL
 BU1180
 BU1180  NGVD 29 (??/??/92)  109.493  (m)          359.23   (f) ADJ UNCH    2 0
 BU1180
 BU1180.Superseded values are not recommended for survey control.
 BU1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1180.See file dsdata.txt to determine how the superseded data were derived.
 BU1180
 BU1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA731269(NAD 83)
 BU1180_MARKER: DB = BENCH MARK DISK
 BU1180_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1180_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1180_STAMPING: F 341 1950
 BU1180_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1180+STABILITY: SURFACE MOTION
 BU1180
 BU1180  HISTORY     - Date     Condition        Report By
 BU1180  HISTORY     - 1950     MONUMENTED       CGS
 BU1180
 BU1180                          STATION DESCRIPTION
 BU1180
 BU1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1180'7.85 MI SW FROM NEENAH.
 BU1180'ABOUT 3.85 MILES WEST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 BU1180'NASHVILLE RAILROAD STATION AT NEENAH, THENCE ABOUT 0.2 MILE SOUTH
 BU1180'ALONG THE CAMDEN-NADAWAH ROAD, THENCE ABOUT 3.8 MILES WEST AND
 BU1180'SOUTHWEST ALONG A GRAVEL ROAD LEADING TO DRY FORKS, ABOUT 0.2 MILE
 BU1180'WEST OF THE JUNCTION OF A ROAD LEADING SOUTH, ABOUT 0.45 MILE EAST OF
 BU1180'A DIM CROSSROAD, AT MT. CARMEL SCHOOL FOR COLORED, ABOUT 40 YARDS
 BU1180'NORTHWEST OF A SAW MILL, 43 FEET SOUTH OF THE CENTER LINE OF THE ROAD,
 BU1180'34 FEET EAST-NORTHEAST OF THE NORTHEAST CORNER OF THE SCHOOL BUILDING,
 BU1180'10 FEET SOUTH OF A 16-INCH PINE TREE, 9 FEET NORTH OF A 16-INCH PINE
 BU1180'TREE, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT
 BU1180'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BU1180'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1162 ***********************************************************************
 BU1162  DESIGNATION -  F 342
 BU1162  PID         -  BU1162
 BU1162  STATE/COUNTY-  AL/WILCOX
 BU1162  USGS QUAD   -  ROSEBUD (1981)
 BU1162
 BU1162                         *CURRENT SURVEY CONTROL
 BU1162  ___________________________________________________________________
 BU1162* NAD 83(1986)-  31 57 49.     (N)    087 12 09.     (W)     SCALED    
 BU1162* NAVD 88     -        54.945  (meters)     180.27   (feet)  ADJUSTED  
 BU1162  ___________________________________________________________________
 BU1162  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 BU1162  DYNAMIC HT  -          54.880 (meters)     180.05  (feet)  COMP
 BU1162  MODELED GRAV-     979,470.3   (mgal)                       NAVD 88
 BU1162
 BU1162  VERT ORDER  -  SECOND    CLASS 0
 BU1162
 BU1162.The horizontal coordinates were scaled from a topographic map and have
 BU1162.an estimated accuracy of +/- 6 seconds.
 BU1162
 BU1162.The orthometric height was determined by differential leveling
 BU1162.and adjusted by the National Geodetic Survey in June 1991..
 BU1162
 BU1162.The geoid height was determined by GEOID03.
 BU1162
 BU1162.The dynamic height is computed by dividing the NAVD 88
 BU1162.geopotential number by the normal gravity value computed on the
 BU1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1162.degrees latitude (g = 980.6199 gals.).
 BU1162
 BU1162.The modeled gravity was interpolated from observed gravity values.
 BU1162
 BU1162;                    North         East    Units  Estimated Accuracy
 BU1162;SPC AL W     -   217,730.      628,120.      MT  (+/- 180 meters Scaled)
 BU1162
 BU1162                          SUPERSEDED SURVEY CONTROL
 BU1162
 BU1162  NGVD 29 (??/??/92)   54.910  (m)          180.15   (f) ADJ UNCH    2 0
 BU1162
 BU1162.Superseded values are not recommended for survey control.
 BU1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1162.See file dsdata.txt to determine how the superseded data were derived.
 BU1162
 BU1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA808364(NAD 83)
 BU1162_MARKER: Z = SEE DESCRIPTION
 BU1162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1162_STAMPING: F-342 1950
 BU1162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1162+STABILITY: SURFACE MOTION
 BU1162
 BU1162  HISTORY     - Date     Condition        Report By
 BU1162  HISTORY     - 1950     MONUMENTED       CGS
 BU1162  HISTORY     - 1975     MARK NOT FOUND   USGS
 BU1162
 BU1162                          STATION DESCRIPTION
 BU1162
 BU1162'DESCRIBED BY US GEOLOGICAL SURVEY 1975
 BU1162'0.6 MI SE FROM ESTELLE.
 BU1162'ABOUT 0.6 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU1162'FROM THE STATION AT ESTELLE, ABOUT 45 YARDS NORTHWEST OF THE TOP OF A
 BU1162'LOW GRADE, 84 FEET EAST OF A TRIANGULAR BLAZED 22-INCH OAK TREE, 88
 BU1162'1/2 FEET EAST-SOUTHEAST OF A FORKED ELM TREE, 51 FEET SOUTHEAST OF A
 BU1162'TELEPHONE POLE, 46 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 1 FOOT
 BU1162'NORTHEAST OF THE FENCE LINE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS
 BU1162'POST ABOUT 1 1/2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE
 BU1162'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1131 ***********************************************************************
 BU1131  DESIGNATION -  F 343
 BU1131  PID         -  BU1131
 BU1131  STATE/COUNTY-  AL/WILCOX
 BU1131  USGS QUAD   -  ROSEBUD (1981)
 BU1131
 BU1131                         *CURRENT SURVEY CONTROL
 BU1131  ___________________________________________________________________
 BU1131* NAD 83(1986)-  31 59 24.     (N)    087 11 45.     (W)     SCALED    
 BU1131* NAVD 88     -        92.378  (meters)     303.08   (feet)  ADJUSTED  
 BU1131  ___________________________________________________________________
 BU1131  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BU1131  DYNAMIC HT  -          92.271 (meters)     302.73  (feet)  COMP
 BU1131  MODELED GRAV-     979,475.6   (mgal)                       NAVD 88
 BU1131
 BU1131  VERT ORDER  -  SECOND    CLASS 0
 BU1131
 BU1131.The horizontal coordinates were scaled from a topographic map and have
 BU1131.an estimated accuracy of +/- 6 seconds.
 BU1131
 BU1131.The orthometric height was determined by differential leveling
 BU1131.and adjusted by the National Geodetic Survey in June 1991..
 BU1131
 BU1131.The geoid height was determined by GEOID03.
 BU1131
 BU1131.The dynamic height is computed by dividing the NAVD 88
 BU1131.geopotential number by the normal gravity value computed on the
 BU1131.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1131.degrees latitude (g = 980.6199 gals.).
 BU1131
 BU1131.The modeled gravity was interpolated from observed gravity values.
 BU1131
 BU1131;                    North         East    Units  Estimated Accuracy
 BU1131;SPC AL W     -   220,660.      628,740.      MT  (+/- 180 meters Scaled)
 BU1131
 BU1131                          SUPERSEDED SURVEY CONTROL
 BU1131
 BU1131  NGVD 29 (??/??/92)   92.344  (m)          302.97   (f) ADJ UNCH    2 0
 BU1131
 BU1131.Superseded values are not recommended for survey control.
 BU1131.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1131.See file dsdata.txt to determine how the superseded data were derived.
 BU1131
 BU1131_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA815393(NAD 83)
 BU1131_MARKER: DB = BENCH MARK DISK
 BU1131_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1131_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1131_STAMPING: F 343 1950
 BU1131_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1131+STABILITY: SURFACE MOTION
 BU1131
 BU1131  HISTORY     - Date     Condition        Report By
 BU1131  HISTORY     - 1950     MONUMENTED       CGS
 BU1131  HISTORY     - 1975     MARK NOT FOUND   NGS
 BU1131
 BU1131                          STATION DESCRIPTION
 BU1131
 BU1131'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1131'1.25 MI NE FROM ESTELLE.
 BU1131'ABOUT 1.25 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE JUNCTION OF
 BU1131'STATE HIGHWAY 10 AT ESTELLE, AT THE JUNCTION OF STATE HIGHWAY 11, 86
 BU1131'FEET SOUTH OF THE CENTER LINE OF HIGHWAY 11, 67 FEET EAST OF THE
 BU1131'EXTENDED CENTER LINE OF THE ROAD SOUTH, 33 FEET SOUTHEAST OF THE
 BU1131'CENTER LINE OF ROAD ALONG SOUTHEAST SIDE OF TRIANGLE FORMED BY ROAD
 BU1131'JUNCTION, 67 FEET EAST-NORTHEAST AND ACROSS ROAD ALONG SOUTHEAST SIDE
 BU1131'OF TRIANGLE FROM THE NORTHEAST CORNER OF AN OLD STORE BUILDING LOCATED
 BU1131'IN ROAD TRIANGLE, 12 1/2 FEET NORTH OF A TRIANGULAR BLAZED 10-INCH
 BU1131'PINE TREE,  1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 BU1131'1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU1131'PROJECTING 2 INCHES.
 BU1131
 BU1131                          STATION RECOVERY (1975)
 BU1131
 BU1131'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1975
 BU1131'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2212 ***********************************************************************
 CN2212  DESIGNATION -  F 344
 CN2212  PID         -  CN2212
 CN2212  STATE/COUNTY-  AL/WILCOX
 CN2212  USGS QUAD   -  CARLOWVILLE (1987)
 CN2212
 CN2212                         *CURRENT SURVEY CONTROL
 CN2212  ___________________________________________________________________
 CN2212* NAD 83(1986)-  32 02 42.     (N)    087 03 55.     (W)     SCALED    
 CN2212* NAVD 88     -        58.292  (meters)     191.25   (feet)  ADJUSTED  
 CN2212  ___________________________________________________________________
 CN2212  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 CN2212  DYNAMIC HT  -          58.225 (meters)     191.03  (feet)  COMP
 CN2212  MODELED GRAV-     979,489.1   (mgal)                       NAVD 88
 CN2212
 CN2212  VERT ORDER  -  SECOND    CLASS 0
 CN2212
 CN2212.The horizontal coordinates were scaled from a topographic map and have
 CN2212.an estimated accuracy of +/- 6 seconds.
 CN2212
 CN2212.The orthometric height was determined by differential leveling
 CN2212.and adjusted by the National Geodetic Survey in June 1991..
 CN2212
 CN2212.The geoid height was determined by GEOID03.
 CN2212
 CN2212.The dynamic height is computed by dividing the NAVD 88
 CN2212.geopotential number by the normal gravity value computed on the
 CN2212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2212.degrees latitude (g = 980.6199 gals.).
 CN2212
 CN2212.The modeled gravity was interpolated from observed gravity values.
 CN2212
 CN2212;                    North         East    Units  Estimated Accuracy
 CN2212;SPC AL W     -   226,800.      641,060.      MT  (+/- 180 meters Scaled)
 CN2212
 CN2212                          SUPERSEDED SURVEY CONTROL
 CN2212
 CN2212  NGVD 29 (??/??/92)   58.259  (m)          191.14   (f) ADJ UNCH    2 0
 CN2212
 CN2212.Superseded values are not recommended for survey control.
 CN2212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2212.See file dsdata.txt to determine how the superseded data were derived.
 CN2212
 CN2212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA938454(NAD 83)
 CN2212_MARKER: DB = BENCH MARK DISK
 CN2212_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN2212_SP_SET: BRIDGE
 CN2212_STAMPING: F 344 1950
 CN2212_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2212
 CN2212  HISTORY     - Date     Condition        Report By
 CN2212  HISTORY     - 1950     MONUMENTED       CGS
 CN2212
 CN2212                          STATION DESCRIPTION
 CN2212
 CN2212'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2212'3.7 MI S FROM CARLOWVILLE.
 CN2212'ABOUT 3.7 MILES SOUTH ALONG STATE HIGHWAY 100 FROM THE JUNCTION OF THE
 CN2212'MINTER ROAD AT CARLOWVILLE, ABOUT 0.15 MILE SOUTH OF THE WILCOX-DALLAS
 CN2212'COUNTY LINE, ABOUT 0.35 MILE NORTH OF THE JUNCTION OF A ROAD EAST, SET
 CN2212'IN THE TOP OF THE EAST END OF THE NORTHEAST WING WALL OF A 45-FOOT
 CN2212'CONCRETE AND STEEL BRIDGE, 13.5 FEET EAST OF AND ABOUT LEVEL WITH THE
 CN2212'CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2205 ***********************************************************************
 CN2205  DESIGNATION -  F 345
 CN2205  PID         -  CN2205
 CN2205  STATE/COUNTY-  AL/DALLAS
 CN2205  USGS QUAD   -  ELM BLUFF (1987)
 CN2205
 CN2205                         *CURRENT SURVEY CONTROL
 CN2205  ___________________________________________________________________
 CN2205* NAD 83(1986)-  32 07 59.     (N)    087 03 33.     (W)     SCALED    
 CN2205* NAVD 88     -       115.343  (meters)     378.42   (feet)  ADJUSTED  
 CN2205  ___________________________________________________________________
 CN2205  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 CN2205  DYNAMIC HT  -         115.211 (meters)     377.99  (feet)  COMP
 CN2205  MODELED GRAV-     979,495.5   (mgal)                       NAVD 88
 CN2205
 CN2205  VERT ORDER  -  SECOND    CLASS 0
 CN2205
 CN2205.The horizontal coordinates were scaled from a topographic map and have
 CN2205.an estimated accuracy of +/- 6 seconds.
 CN2205
 CN2205.The orthometric height was determined by differential leveling
 CN2205.and adjusted by the National Geodetic Survey in June 1991..
 CN2205
 CN2205.The geoid height was determined by GEOID03.
 CN2205
 CN2205.The dynamic height is computed by dividing the NAVD 88
 CN2205.geopotential number by the normal gravity value computed on the
 CN2205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2205.degrees latitude (g = 980.6199 gals.).
 CN2205
 CN2205.The modeled gravity was interpolated from observed gravity values.
 CN2205
 CN2205;                    North         East    Units  Estimated Accuracy
 CN2205;SPC AL W     -   236,560.      641,590.      MT  (+/- 180 meters Scaled)
 CN2205
 CN2205                          SUPERSEDED SURVEY CONTROL
 CN2205
 CN2205  NGVD 29 (??/??/92)  115.305  (m)          378.30   (f) ADJ UNCH    2 0
 CN2205
 CN2205.Superseded values are not recommended for survey control.
 CN2205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2205.See file dsdata.txt to determine how the superseded data were derived.
 CN2205
 CN2205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA944551(NAD 83)
 CN2205_MARKER: DB = BENCH MARK DISK
 CN2205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2205_STAMPING: F 345 1950
 CN2205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2205+STABILITY: SURFACE MOTION
 CN2205
 CN2205  HISTORY     - Date     Condition        Report By
 CN2205  HISTORY     - 1950     MONUMENTED       CGS
 CN2205
 CN2205                          STATION DESCRIPTION
 CN2205
 CN2205'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2205'3.95 MI NW FROM CARLOWVILLE.
 CN2205'ABOUT 3.95 MILES NORTHWEST ALONG STATE HIGHWAY 100 FROM THE JUNCTION
 CN2205'OF THE MINTER ROAD AT CARLOWVILLE, ABOUT 1.25 MILES SOUTHEAST OF THE
 CN2205'JUNCTION OF STATE HIGHWAY 43, AT A DIM CROSSROAD, 108 FEET
 CN2205'WEST-SOUTHWEST AND ACROSS THE HIGHWAY FROM R.E.A. POWER POLE NO.
 CN2205'3-229, 80 FEET SOUTH OF THE CENTER OF THE INTERSECTION, 45 FEET
 CN2205'SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 30 FEET EAST OF THE
 CN2205'CENTER LINE OF THE DIM ROAD SOUTH, 28 FEET NORTHEAST OF THE CENTER OF
 CN2205'THE OLD HIGHWAY BED, 17 FEET NORTHWEST OF A FENCE CORNER, 1 1/2 FEET
 CN2205'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY
 CN2205'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1000 ***********************************************************************
 BU1000  DESIGNATION -  F 346
 BU1000  PID         -  BU1000
 BU1000  STATE/COUNTY-  AL/MONROE
 BU1000  USGS QUAD   -  MEXIA (1986)
 BU1000
 BU1000                         *CURRENT SURVEY CONTROL
 BU1000  ___________________________________________________________________
 BU1000* NAD 83(1986)-  31 32 31.     (N)    087 28 57.     (W)     SCALED    
 BU1000* NAVD 88     -        62.678  (meters)     205.64   (feet)  ADJUSTED  
 BU1000  ___________________________________________________________________
 BU1000  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BU1000  DYNAMIC HT  -          62.601 (meters)     205.38  (feet)  COMP
 BU1000  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 BU1000
 BU1000  VERT ORDER  -  SECOND    CLASS 0
 BU1000
 BU1000.The horizontal coordinates were scaled from a topographic map and have
 BU1000.an estimated accuracy of +/- 6 seconds.
 BU1000
 BU1000.The orthometric height was determined by differential leveling
 BU1000.and adjusted by the National Geodetic Survey in June 1991..
 BU1000
 BU1000.The geoid height was determined by GEOID03.
 BU1000
 BU1000.The dynamic height is computed by dividing the NAVD 88
 BU1000.geopotential number by the normal gravity value computed on the
 BU1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1000.degrees latitude (g = 980.6199 gals.).
 BU1000
 BU1000.The modeled gravity was interpolated from observed gravity values.
 BU1000
 BU1000;                    North         East    Units  Estimated Accuracy
 BU1000;SPC AL W     -   170,940.      601,660.      MT  (+/- 180 meters Scaled)
 BU1000
 BU1000                          SUPERSEDED SURVEY CONTROL
 BU1000
 BU1000  NGVD 29 (??/??/92)   62.647  (m)          205.53   (f) ADJ UNCH    2 0
 BU1000
 BU1000.Superseded values are not recommended for survey control.
 BU1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1000.See file dsdata.txt to determine how the superseded data were derived.
 BU1000
 BU1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV542897(NAD 83)
 BU1000_MARKER: DB = BENCH MARK DISK
 BU1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1000_STAMPING: F 346 1950
 BU1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1000+STABILITY: SURFACE MOTION
 BU1000
 BU1000  HISTORY     - Date     Condition        Report By
 BU1000  HISTORY     - 1950     MONUMENTED       CGS
 BU1000
 BU1000                          STATION DESCRIPTION
 BU1000
 BU1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1000'4.25 MI NE FROM PERDUE HILL.
 BU1000'ABOUT 1.55 MILES EAST ALONG U. S. HIGHWAY 84 FROM THE POST OFFICE AT
 BU1000'PERDUE HILL, THENCE ABOUT 2.7 MILES NORTH ALONG A PRIVATE AND OLD
 BU1000'GRAVEL ROAD LEADING TO NIXON, ABOUT 0.75 MILE NORTH OF A GATE ACROSS
 BU1000'ROAD, ABOUT 0.1 MILE NORTH OF THE JUNCTION OF A ROAD NORTHWEST, 30
 BU1000'FEET WEST OF THE CENTER LINE OF THE ROAD, 67 FEET NORTHEAST OF THE
 BU1000'CENTER LINE OF A ROAD NORTHWEST, 25 YARDS SOUTHWEST OF THE TOP OF A
 BU1000'GRADE, 30 FEET NORTH OF A 22-INCH TOPPED PINE TREE, 2 FEET SOUTH OF A
 BU1000'WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF
 BU1000'A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0769 ***********************************************************************
 BU0769  DESIGNATION -  F 347
 BU0769  PID         -  BU0769
 BU0769  STATE/COUNTY-  AL/BUTLER
 BU0769  USGS QUAD   -  FORT DALE (1981)
 BU0769
 BU0769                         *CURRENT SURVEY CONTROL
 BU0769  ___________________________________________________________________
 BU0769* NAD 83(1986)-  31 56 49.     (N)    086 42 17.     (W)     SCALED    
 BU0769* NAVD 88     -       127.432  (meters)     418.08   (feet)  ADJUSTED  
 BU0769  ___________________________________________________________________
 BU0769  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BU0769  DYNAMIC HT  -         127.279 (meters)     417.58  (feet)  COMP
 BU0769  MODELED GRAV-     979,435.7   (mgal)                       NAVD 88
 BU0769
 BU0769  VERT ORDER  -  SECOND    CLASS 0
 BU0769
 BU0769.The horizontal coordinates were scaled from a topographic map and have
 BU0769.an estimated accuracy of +/- 6 seconds.
 BU0769
 BU0769.The orthometric height was determined by differential leveling
 BU0769.and adjusted by the National Geodetic Survey in June 1991..
 BU0769
 BU0769.The geoid height was determined by GEOID03.
 BU0769
 BU0769.The dynamic height is computed by dividing the NAVD 88
 BU0769.geopotential number by the normal gravity value computed on the
 BU0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0769.degrees latitude (g = 980.6199 gals.).
 BU0769
 BU0769.The modeled gravity was interpolated from observed gravity values.
 BU0769
 BU0769;                    North         East    Units  Estimated Accuracy
 BU0769;SPC AL W     -   216,120.      675,190.      MT  (+/- 180 meters Scaled)
 BU0769
 BU0769                          SUPERSEDED SURVEY CONTROL
 BU0769
 BU0769  NGVD 29 (??/??/92)  127.398  (m)          417.97   (f) ADJ UNCH    2 0
 BU0769
 BU0769.Superseded values are not recommended for survey control.
 BU0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0769.See file dsdata.txt to determine how the superseded data were derived.
 BU0769
 BU0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA279345(NAD 83)
 BU0769_MARKER: DB = BENCH MARK DISK
 BU0769_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0769_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0769_STAMPING: F 347 1951
 BU0769_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0769+STABILITY: SURFACE MOTION
 BU0769
 BU0769  HISTORY     - Date     Condition        Report By
 BU0769  HISTORY     - 1951     MONUMENTED       CGS
 BU0769  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0769
 BU0769                          STATION DESCRIPTION
 BU0769
 BU0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0769'3.85 MI S FROM CLOVER HILL.
 BU0769'3.85 MILES SOUTH ALONG A DIRT AND GRAVEL ROAD FROM THE SCHOOL AT
 BU0769'CLOVER HILL, ABOUT 0.1 MILE NORTH OF POOL SCHOOL, 37 YARDS SOUTHEAST
 BU0769'OF THE TOP OF A GRADE AND CENTER OF JUNCTION OF DIM ROADS LEADING
 BU0769'SOUTHWEST AND EAST, 63 FEET EAST-NORTHEAST OF THE CENTER LINE OF THE
 BU0769'MAIN ROAD, 23 FEET SOUTH OF THE CENTER LINE OF THE DIM ROAD EAST, 58
 BU0769'FEET NORTHWEST OF THE WEST CORNER OF A HOUSE, 93 FEET SOUTH OF A
 BU0769'50-INCH OAK TREE, 2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST,
 BU0769'ABOUT 3 FEET ABOVE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU0769'PROJECTING 3 INCHES.
 BU0769
 BU0769                          STATION RECOVERY (1969)
 BU0769
 BU0769'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0769'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0739 ***********************************************************************
 BU0739  DESIGNATION -  F 348
 BU0739  PID         -  BU0739
 BU0739  STATE/COUNTY-  AL/BUTLER
 BU0739  USGS QUAD   -  RIDGEVILLE (1981)
 BU0739
 BU0739                         *CURRENT SURVEY CONTROL
 BU0739  ___________________________________________________________________
 BU0739* NAD 83(1986)-  31 53 45.     (N)    086 46 23.     (W)     SCALED    
 BU0739* NAVD 88     -       143.737  (meters)     471.58   (feet)  ADJUSTED  
 BU0739  ___________________________________________________________________
 BU0739  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BU0739  DYNAMIC HT  -         143.563 (meters)     471.01  (feet)  COMP
 BU0739  MODELED GRAV-     979,427.5   (mgal)                       NAVD 88
 BU0739
 BU0739  VERT ORDER  -  SECOND    CLASS 0
 BU0739
 BU0739.The horizontal coordinates were scaled from a topographic map and have
 BU0739.an estimated accuracy of +/- 6 seconds.
 BU0739
 BU0739.The orthometric height was determined by differential leveling
 BU0739.and adjusted by the National Geodetic Survey in June 1991..
 BU0739
 BU0739.The geoid height was determined by GEOID03.
 BU0739
 BU0739.The dynamic height is computed by dividing the NAVD 88
 BU0739.geopotential number by the normal gravity value computed on the
 BU0739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0739.degrees latitude (g = 980.6199 gals.).
 BU0739
 BU0739.The modeled gravity was interpolated from observed gravity values.
 BU0739
 BU0739;                    North         East    Units  Estimated Accuracy
 BU0739;SPC AL W     -   210,410.      668,770.      MT  (+/- 180 meters Scaled)
 BU0739
 BU0739                          SUPERSEDED SURVEY CONTROL
 BU0739
 BU0739  NGVD 29 (??/??/92)  143.682  (m)          471.40   (f) ADJ UNCH    2 0
 BU0739
 BU0739.Superseded values are not recommended for survey control.
 BU0739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0739.See file dsdata.txt to determine how the superseded data were derived.
 BU0739
 BU0739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA214289(NAD 83)
 BU0739_MARKER: DB = BENCH MARK DISK
 BU0739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0739_STAMPING: F 348 1951
 BU0739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0739+STABILITY: SURFACE MOTION
 BU0739
 BU0739  HISTORY     - Date     Condition        Report By
 BU0739  HISTORY     - 1951     MONUMENTED       CGS
 BU0739  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0739
 BU0739                          STATION DESCRIPTION
 BU0739
 BU0739'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0739'1.85 MI NW FROM MANNINGHAM.
 BU0739'1.85 MILES NORTHWEST ALONG A GRADED ROAD FROM THE VOTING HOUSE AT
 BU0739'MANNINGHAM, ABOUT 1.1 MILES SOUTHEAST OF CHURCH AND CEMETERY AT BRAGG
 BU0739'HILL, ABOUT 0.15 MILE SOUTHEAST OF CRENSHAWS COTTON GIN, ABOUT 0.1
 BU0739'MILE NORTHWEST OF JOHNS PLACE AND JUNCTION OF A ROAD SOUTHWEST, AT THE
 BU0739'SOUTHEAST END OF A CUT, 42 FEET SOUTHWEST OF THE CENTER LINE OF THE
 BU0739'ROAD, 76 1/2 FEET SOUTHEAST OF A POWER POLE WITH A TRANSFORMER AND
 BU0739'BRANCH LINES, 177 1/2 FEET SOUTH AND ACROSS ROAD FROM THE SOUTH PORCH
 BU0739'CORNER OF A FARM HOUSE, 97 FEET WEST OF THE CENTER OF THE JUNCTION OF
 BU0739'A DRIVE NORTH TO A FARM HOUSE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 BU0739'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU0739'PROJECTING 3 INCHES.
 BU0739
 BU0739                          STATION RECOVERY (1976)
 BU0739
 BU0739'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0739'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0749 ***********************************************************************
 BU0749  DESIGNATION -  F 349
 BU0749  PID         -  BU0749
 BU0749  STATE/COUNTY-  AL/BUTLER
 BU0749  USGS QUAD   -  FOREST HOME (1981)
 BU0749
 BU0749                         *CURRENT SURVEY CONTROL
 BU0749  ___________________________________________________________________
 BU0749* NAD 83(1986)-  31 51 52.     (N)    086 50 12.     (W)     SCALED    
 BU0749* NAVD 88     -       138.076  (meters)     453.00   (feet)  ADJUSTED  
 BU0749  ___________________________________________________________________
 BU0749  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 BU0749  DYNAMIC HT  -         137.909 (meters)     452.46  (feet)  COMP
 BU0749  MODELED GRAV-     979,428.9   (mgal)                       NAVD 88
 BU0749
 BU0749  VERT ORDER  -  SECOND    CLASS 0
 BU0749
 BU0749.The horizontal coordinates were scaled from a topographic map and have
 BU0749.an estimated accuracy of +/- 6 seconds.
 BU0749
 BU0749.The orthometric height was determined by differential leveling
 BU0749.and adjusted by the National Geodetic Survey in June 1991..
 BU0749
 BU0749.The geoid height was determined by GEOID03.
 BU0749
 BU0749.The dynamic height is computed by dividing the NAVD 88
 BU0749.geopotential number by the normal gravity value computed on the
 BU0749.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0749.degrees latitude (g = 980.6199 gals.).
 BU0749
 BU0749.The modeled gravity was interpolated from observed gravity values.
 BU0749
 BU0749;                    North         East    Units  Estimated Accuracy
 BU0749;SPC AL W     -   206,890.      662,770.      MT  (+/- 180 meters Scaled)
 BU0749
 BU0749                          SUPERSEDED SURVEY CONTROL
 BU0749
 BU0749  NGVD 29 (??/??/92)  138.018  (m)          452.81   (f) ADJ UNCH    2 0
 BU0749
 BU0749.Superseded values are not recommended for survey control.
 BU0749.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0749.See file dsdata.txt to determine how the superseded data were derived.
 BU0749
 BU0749_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA154254(NAD 83)
 BU0749_MARKER: DB = BENCH MARK DISK
 BU0749_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0749_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0749_STAMPING: F 349 1951
 BU0749_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0749+STABILITY: SURFACE MOTION
 BU0749
 BU0749  HISTORY     - Date     Condition        Report By
 BU0749  HISTORY     - 1951     MONUMENTED       CGS
 BU0749
 BU0749                          STATION DESCRIPTION
 BU0749
 BU0749'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0749'0.3 MI NE FROM FOREST HOME.
 BU0749'0.3 MILE NORTHEAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 BU0749'FOREST HOME, ABOUT 0.2 MILE NORTHEAST OF THE JUNCTION OF A BLACK TOP
 BU0749'ROAD SOUTH, ABOUT 100 YARDS SOUTHWEST OF FOREST HOME METHODIST CHURCH,
 BU0749'AT THE TOP OF A KNOLL AND UNDER THE FOREST HOME FIRE TOWER, 126 FEET
 BU0749'NORTHWEST OF THE CENTER LINE OF THE BLACK TOP ROAD, 7 FEET
 BU0749'SOUTH-SOUTHWEST OF THE NORTHEAST LEG OF THE TOWER, 16 FEET
 BU0749'NORTH-NORTHWEST OF THE SOUTHEAST LEG OF THE TOWER AND SET IN THE TOP
 BU0749'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1162 ***********************************************************************
 DH1162  DESIGNATION -  F 35
 DH1162  PID         -  DH1162
 DH1162  STATE/COUNTY-  AL/JEFFERSON
 DH1162  USGS QUAD   -  LEEDS (1978)
 DH1162
 DH1162                         *CURRENT SURVEY CONTROL
 DH1162  ___________________________________________________________________
 DH1162* NAD 83(1986)-  33 33 53.     (N)    086 34 58.     (W)     SCALED    
 DH1162* NAVD 88     -       186.335  (meters)     611.33   (feet)  ADJUSTED  
 DH1162  ___________________________________________________________________
 DH1162  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1162  DYNAMIC HT  -         186.127 (meters)     610.65  (feet)  COMP
 DH1162  MODELED GRAV-     979,520.0   (mgal)                       NAVD 88
 DH1162
 DH1162  VERT ORDER  -  SECOND    CLASS 0
 DH1162
 DH1162.The horizontal coordinates were scaled from a topographic map and have
 DH1162.an estimated accuracy of +/- 6 seconds.
 DH1162
 DH1162.The orthometric height was determined by differential leveling
 DH1162.and adjusted by the National Geodetic Survey in June 1991..
 DH1162
 DH1162.The geoid height was determined by GEOID03.
 DH1162
 DH1162.The dynamic height is computed by dividing the NAVD 88
 DH1162.geopotential number by the normal gravity value computed on the
 DH1162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1162.degrees latitude (g = 980.6199 gals.).
 DH1162
 DH1162.The modeled gravity was interpolated from observed gravity values.
 DH1162
 DH1162;                    North         East    Units  Estimated Accuracy
 DH1162;SPC AL W     -   395,620.      685,160.      MT  (+/- 180 meters Scaled)
 DH1162
 DH1162                          SUPERSEDED SURVEY CONTROL
 DH1162
 DH1162  NGVD 29 (??/??/92)  186.298  (m)          611.21   (f) ADJ UNCH    2 0
 DH1162
 DH1162.Superseded values are not recommended for survey control.
 DH1162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1162.See file dsdata.txt to determine how the superseded data were derived.
 DH1162
 DH1162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC387139(NAD 83)
 DH1162_MARKER: DB = BENCH MARK DISK
 DH1162_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1162_SP_SET: BRIDGE
 DH1162_STAMPING: F-35--1934
 DH1162_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1162
 DH1162  HISTORY     - Date     Condition        Report By
 DH1162  HISTORY     - 1934     MONUMENTED       CGS
 DH1162
 DH1162                          STATION DESCRIPTION
 DH1162
 DH1162'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH1162'3 MI W FROM LEEDS.
 DH1162'IS LOCATED 3 MILES WEST OF THE CENTRAL OF GEORGIA DEPOT AT LEEDS.  1.6
 DH1162'MILES WEST OF HENRY ALLEN STATION.  ON SOUTH END OF EAST ABUTMENT OF
 DH1162'RAILROAD BRIDGE OVER CAHOBA RIVER.  4.6 FEET SOUTH OF SOUTH RAIL OF
 DH1162'TRACK.  1.1 FEET EAST OF WEST SIDE OF ABUTMENT.  1.2 FEET BELOW TOP OF
 DH1162'RAIL.  STANDARD TABLET SET IN BRIDGE ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0759 ***********************************************************************
 BU0759  DESIGNATION -  F 350
 BU0759  PID         -  BU0759
 BU0759  STATE/COUNTY-  AL/LOWNDES
 BU0759  USGS QUAD   -  FORT DALE (1981)
 BU0759
 BU0759                         *CURRENT SURVEY CONTROL
 BU0759  ___________________________________________________________________
 BU0759* NAD 83(1986)-  31 58 21.     (N)    086 44 48.     (W)     SCALED    
 BU0759* NAVD 88     -        92.530  (meters)     303.58   (feet)  ADJUSTED  
 BU0759  ___________________________________________________________________
 BU0759  GEOID HEIGHT-         -27.46  (meters)                     GEOID03
 BU0759  DYNAMIC HT  -          92.420 (meters)     303.21  (feet)  COMP
 BU0759  MODELED GRAV-     979,445.8   (mgal)                       NAVD 88
 BU0759
 BU0759  VERT ORDER  -  SECOND    CLASS 0
 BU0759
 BU0759.The horizontal coordinates were scaled from a topographic map and have
 BU0759.an estimated accuracy of +/- 6 seconds.
 BU0759
 BU0759.The orthometric height was determined by differential leveling
 BU0759.and adjusted by the National Geodetic Survey in June 1991..
 BU0759
 BU0759.The geoid height was determined by GEOID03.
 BU0759
 BU0759.The dynamic height is computed by dividing the NAVD 88
 BU0759.geopotential number by the normal gravity value computed on the
 BU0759.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0759.degrees latitude (g = 980.6199 gals.).
 BU0759
 BU0759.The modeled gravity was interpolated from observed gravity values.
 BU0759
 BU0759;                    North         East    Units  Estimated Accuracy
 BU0759;SPC AL W     -   218,920.      671,200.      MT  (+/- 180 meters Scaled)
 BU0759
 BU0759                          SUPERSEDED SURVEY CONTROL
 BU0759
 BU0759  NGVD 29 (??/??/92)   92.483  (m)          303.42   (f) ADJ UNCH    2 0
 BU0759
 BU0759.Superseded values are not recommended for survey control.
 BU0759.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0759.See file dsdata.txt to determine how the superseded data were derived.
 BU0759
 BU0759_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA239374(NAD 83)
 BU0759_MARKER: DB = BENCH MARK DISK
 BU0759_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0759_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0759_STAMPING: F 350 1951
 BU0759_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0759+STABILITY: SURFACE MOTION
 BU0759
 BU0759  HISTORY     - Date     Condition        Report By
 BU0759  HISTORY     - 1951     MONUMENTED       CGS
 BU0759
 BU0759                          STATION DESCRIPTION
 BU0759
 BU0759'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0759'11.6 MI NE FROM FOREST HOME.
 BU0759'2.15 MILES NORTHEAST ALONG A GRADED ROAD FROM THE POST OFFICE AT
 BU0759'FOREST HOME, THENCE ABOUT 0.3 MILE NORTHWEST ALONG A GRAVEL ROAD,
 BU0759'THENCE ABOUT 2.8 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.3
 BU0759'MILE NORTHWEST ALONG A GRAVEL ROAD VIA CRENSHAWS COTTON GIN, THENCE
 BU0759'ABOUT 6.05 MILES NORTHEAST ALONG A DIRT ROAD, ABOUT 0.75 MILE
 BU0759'NORTHEAST OF A SMALL WOODEN BRIDGE OVER A CREEK, ABOUT 90 YARDS
 BU0759'NORTHEAST OF THE TOP OF A GRADE, ABOUT 50 YARDS SOUTHWEST OF THE
 BU0759'SOUTHWEST EDGE OF A CLEARING AND A CURVE IN ROAD WITH TANGENTS
 BU0759'EXTENDING SOUTHWEST AND NORTH, 42 FEET SOUTHEAST OF THE CENTER LINE OF
 BU0759'THE ROAD, 9 FEET SOUTHEAST OF AN ABANDONED TRAIL PARALLELING THE ROAD,
 BU0759'2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 BU0759'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0788 ***********************************************************************
 BU0788  DESIGNATION -  F 351
 BU0788  PID         -  BU0788
 BU0788  STATE/COUNTY-  AL/WILCOX
 BU0788  USGS QUAD   -  PINE APPLE NORTH (1981)
 BU0788
 BU0788                         *CURRENT SURVEY CONTROL
 BU0788  ___________________________________________________________________
 BU0788* NAD 83(1986)-  31 59 30.     (N)    086 54 47.     (W)     SCALED    
 BU0788* NAVD 88     -        63.476  (meters)     208.25   (feet)  ADJUSTED  
 BU0788  ___________________________________________________________________
 BU0788  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BU0788  DYNAMIC HT  -          63.402 (meters)     208.01  (feet)  COMP
 BU0788  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 BU0788
 BU0788  VERT ORDER  -  SECOND    CLASS 0
 BU0788
 BU0788.The horizontal coordinates were scaled from a topographic map and have
 BU0788.an estimated accuracy of +/- 6 seconds.
 BU0788
 BU0788.The orthometric height was determined by differential leveling
 BU0788.and adjusted by the National Geodetic Survey in June 1991..
 BU0788
 BU0788.The geoid height was determined by GEOID03.
 BU0788
 BU0788.The dynamic height is computed by dividing the NAVD 88
 BU0788.geopotential number by the normal gravity value computed on the
 BU0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0788.degrees latitude (g = 980.6199 gals.).
 BU0788
 BU0788.The modeled gravity was interpolated from observed gravity values.
 BU0788
 BU0788;                    North         East    Units  Estimated Accuracy
 BU0788;SPC AL W     -   220,950.      655,460.      MT  (+/- 180 meters Scaled)
 BU0788
 BU0788                          SUPERSEDED SURVEY CONTROL
 BU0788
 BU0788  NGVD 29 (??/??/92)   63.436  (m)          208.12   (f) ADJ UNCH    2 0
 BU0788
 BU0788.Superseded values are not recommended for survey control.
 BU0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0788.See file dsdata.txt to determine how the superseded data were derived.
 BU0788
 BU0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA082395(NAD 83)
 BU0788_MARKER: DB = BENCH MARK DISK
 BU0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0788_STAMPING: F 351 1951
 BU0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0788+STABILITY: SURFACE MOTION
 BU0788
 BU0788  HISTORY     - Date     Condition        Report By
 BU0788  HISTORY     - 1951     MONUMENTED       CGS
 BU0788  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0788
 BU0788                          STATION DESCRIPTION
 BU0788
 BU0788'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0788'3.0 MI E FROM FURMAN.
 BU0788'3.0 MILES EAST ALONG STATE HIGHWAY 11 FROM THE CROSSROADS AT FURMAN,
 BU0788'ABOUT 0.95 MILE WEST OF A BRIDGE OVER CEDAR CREEK, ABOUT 0.6 MILE EAST
 BU0788'OF A SMALL SCHOOL, ABOUT 0.15 MILE WEST OF THE WEST ONE OF 6 BRIDGES,
 BU0788'AT A DIRT CROSSROAD, 35 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY,
 BU0788'41 FEET WEST OF THE CENTER LINE OF DIRT ROAD NORTH, 18 FEET WEST OF A
 BU0788'FENCE CORNER, 1 FOOT SOUTH OF A FENCE LINE, 2 FEET WEST OF A WHITE
 BU0788'WOODEN WITNESS POST, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 BU0788'OF A CONCRETE POST PROJECTING 4 INCHES.
 BU0788
 BU0788                          STATION RECOVERY (1976)
 BU0788
 BU0788'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0788'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0728 ***********************************************************************
 BU0728  DESIGNATION -  F 352
 BU0728  PID         -  BU0728
 BU0728  STATE/COUNTY-  AL/WILCOX
 BU0728  USGS QUAD   -  PINE APPLE NORTH (1981)
 BU0728
 BU0728                         *CURRENT SURVEY CONTROL
 BU0728  ___________________________________________________________________
 BU0728* NAD 83(1986)-  31 52 52.     (N)    086 59 13.     (W)     SCALED    
 BU0728* NAVD 88     -       111.689  (meters)     366.43   (feet)  ADJUSTED  
 BU0728  ___________________________________________________________________
 BU0728  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BU0728  DYNAMIC HT  -         111.556 (meters)     366.00  (feet)  COMP
 BU0728  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 BU0728
 BU0728  VERT ORDER  -  SECOND    CLASS 0
 BU0728
 BU0728.The horizontal coordinates were scaled from a topographic map and have
 BU0728.an estimated accuracy of +/- 6 seconds.
 BU0728
 BU0728.The orthometric height was determined by differential leveling
 BU0728.and adjusted by the National Geodetic Survey in June 1991..
 BU0728
 BU0728.The geoid height was determined by GEOID03.
 BU0728
 BU0728.The dynamic height is computed by dividing the NAVD 88
 BU0728.geopotential number by the normal gravity value computed on the
 BU0728.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0728.degrees latitude (g = 980.6199 gals.).
 BU0728
 BU0728.The modeled gravity was interpolated from observed gravity values.
 BU0728
 BU0728;                    North         East    Units  Estimated Accuracy
 BU0728;SPC AL W     -   208,660.      648,540.      MT  (+/- 180 meters Scaled)
 BU0728
 BU0728                          SUPERSEDED SURVEY CONTROL
 BU0728
 BU0728  NGVD 29 (??/??/92)  111.632  (m)          366.25   (f) ADJ UNCH    2 0
 BU0728
 BU0728.Superseded values are not recommended for survey control.
 BU0728.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0728.See file dsdata.txt to determine how the superseded data were derived.
 BU0728
 BU0728_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA012272(NAD 83)
 BU0728_MARKER: DB = BENCH MARK DISK
 BU0728_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0728_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0728_STAMPING: F 352 1951
 BU0728_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0728+STABILITY: SURFACE MOTION
 BU0728
 BU0728  HISTORY     - Date     Condition        Report By
 BU0728  HISTORY     - 1951     MONUMENTED       CGS
 BU0728
 BU0728                          STATION DESCRIPTION
 BU0728
 BU0728'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0728'0.6 MI N FROM PINE APPLE.
 BU0728'0.5 MILE NORTH ALONG A BLACK TOP ROAD FROM THE JUNCTION OF STATE
 BU0728'HIGHWAY 10 AND POST OFFICE AT PINE APPLE, THENCE ABOUT 0.1 MILE
 BU0728'NORTHEAST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A DRIVE SOUTHEAST TO
 BU0728'A 1 1/2-STORY HOUSE, 60 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 BU0728'63 FEET SOUTH OF THE CENTER OF THE JUNCTION OF DRIVE, 125 FEET WEST OF
 BU0728'THE WEST CORNER OF HOUSE, 45 FEET NORTH EAST OF A 10-INCH CEDAR TREE,
 BU0728'95 FEET WEST OF A WELL, 1 1/2 FEET NORTHWEST OF A BOARD FENCE, 2 FEET
 BU0728'NORTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD
 BU0728'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0681 ***********************************************************************
 BU0681  DESIGNATION -  F 353
 BU0681  PID         -  BU0681
 BU0681  STATE/COUNTY-  AL/MONROE
 BU0681  USGS QUAD   -  PINE APPLE SOUTH (1981)
 BU0681
 BU0681                         *CURRENT SURVEY CONTROL
 BU0681  ___________________________________________________________________
 BU0681* NAD 83(1986)-  31 49 00.     (N)    086 57 30.     (W)     SCALED    
 BU0681* NAVD 88     -       104.892  (meters)     344.13   (feet)  ADJUSTED  
 BU0681  ___________________________________________________________________
 BU0681  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BU0681  DYNAMIC HT  -         104.766 (meters)     343.72  (feet)  COMP
 BU0681  MODELED GRAV-     979,437.4   (mgal)                       NAVD 88
 BU0681
 BU0681  VERT ORDER  -  SECOND    CLASS 0
 BU0681
 BU0681.The horizontal coordinates were scaled from a topographic map and have
 BU0681.an estimated accuracy of +/- 6 seconds.
 BU0681
 BU0681.The orthometric height was determined by differential leveling
 BU0681.and adjusted by the National Geodetic Survey in June 1991..
 BU0681
 BU0681.The geoid height was determined by GEOID03.
 BU0681
 BU0681.The dynamic height is computed by dividing the NAVD 88
 BU0681.geopotential number by the normal gravity value computed on the
 BU0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0681.degrees latitude (g = 980.6199 gals.).
 BU0681
 BU0681.The modeled gravity was interpolated from observed gravity values.
 BU0681
 BU0681;                    North         East    Units  Estimated Accuracy
 BU0681;SPC AL W     -   201,520.      651,280.      MT  (+/- 180 meters Scaled)
 BU0681
 BU0681                          SUPERSEDED SURVEY CONTROL
 BU0681
 BU0681  NGVD 29 (??/??/92)  104.867  (m)          344.05   (f) ADJ UNCH    2 0
 BU0681
 BU0681.Superseded values are not recommended for survey control.
 BU0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0681.See file dsdata.txt to determine how the superseded data were derived.
 BU0681
 BU0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA039201(NAD 83)
 BU0681_MARKER: DB = BENCH MARK DISK
 BU0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0681_STAMPING: F 353 1951
 BU0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0681+STABILITY: SURFACE MOTION
 BU0681
 BU0681  HISTORY     - Date     Condition        Report By
 BU0681  HISTORY     - 1951     MONUMENTED       CGS
 BU0681
 BU0681                          STATION DESCRIPTION
 BU0681
 BU0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0681'1.65 MI SW FROM AWIN.
 BU0681'1.65 MILES SOUTHWEST ALONG STATE HIGHWAY 47 FROM THE JUNCTION OF STATE
 BU0681'HIGHWAY 10 AT AWIN, ABOUT 0.55 MILE NORTHEAST OF THE JUNCTION OF A
 BU0681'SIDE ROAD SOUTHEAST AND SMALL CEMETERY, AT THE JUNCTION OF A DRIVE
 BU0681'SOUTHEAST TO A FARM HOUSE, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE
 BU0681'HIGHWAY, 101 FEET NORTHEAST OF THE CENTER OF THE DRIVE, 20 FEET SOUTH
 BU0681'OF A POWER POLE WITH TRANSFORMER, 9 FEET NORTHEAST OF A FENCE CORNER,
 BU0681'1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE WOODEN
 BU0681'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 BU0681'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1057 ***********************************************************************
 BU1057  DESIGNATION -  F 355
 BU1057  PID         -  BU1057
 BU1057  STATE/COUNTY-  AL/MONROE
 BU1057  USGS QUAD   -  BEATRICE (1981)
 BU1057
 BU1057                         *CURRENT SURVEY CONTROL
 BU1057  ___________________________________________________________________
 BU1057* NAD 83(1986)-  31 38 58.     (N)    087 14 14.     (W)     SCALED    
 BU1057* NAVD 88     -       108.282  (meters)     355.26   (feet)  ADJUSTED  
 BU1057  ___________________________________________________________________
 BU1057  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BU1057  DYNAMIC HT  -         108.151 (meters)     354.83  (feet)  COMP
 BU1057  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 BU1057
 BU1057  VERT ORDER  -  SECOND    CLASS 0
 BU1057
 BU1057.The horizontal coordinates were scaled from a topographic map and have
 BU1057.an estimated accuracy of +/- 6 seconds.
 BU1057
 BU1057.The orthometric height was determined by differential leveling
 BU1057.and adjusted by the National Geodetic Survey in June 1991..
 BU1057
 BU1057.The geoid height was determined by GEOID03.
 BU1057
 BU1057.The dynamic height is computed by dividing the NAVD 88
 BU1057.geopotential number by the normal gravity value computed on the
 BU1057.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1057.degrees latitude (g = 980.6199 gals.).
 BU1057
 BU1057.The modeled gravity was interpolated from observed gravity values.
 BU1057
 BU1057;                    North         East    Units  Estimated Accuracy
 BU1057;SPC AL W     -   182,890.      624,920.      MT  (+/- 180 meters Scaled)
 BU1057
 BU1057                          SUPERSEDED SURVEY CONTROL
 BU1057
 BU1057  NGVD 29 (??/??/92)  108.260  (m)          355.18   (f) ADJ UNCH    2 0
 BU1057
 BU1057.Superseded values are not recommended for survey control.
 BU1057.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1057.See file dsdata.txt to determine how the superseded data were derived.
 BU1057
 BU1057_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA775016(NAD 83)
 BU1057_MARKER: DB = BENCH MARK DISK
 BU1057_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1057_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1057_STAMPING: F 355 1951
 BU1057_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1057+STABILITY: SURFACE MOTION
 BU1057
 BU1057  HISTORY     - Date     Condition        Report By
 BU1057  HISTORY     - 1951     MONUMENTED       CGS
 BU1057
 BU1057                          STATION DESCRIPTION
 BU1057
 BU1057'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1057'0.65 MI NE FROM TUNNEL SPRINGS.
 BU1057'ABOUT 0.65 MILE NORTHEAST ALONG STATE HIGHWAY 47 FROM THE LOUISVILLE
 BU1057'AND NASHVILLE RAILROAD STATION AT TUNNEL SPRINGS, AT THE HIGHWAY
 BU1057'OVERPASS OVER THE LOUISVILLE AND NASHVILLE RAILROAD, 53 FEET NORTH OF
 BU1057'THE CENTER LINE OF THE HIGHWAY, 54 FEET NORTHWEST OF THE NORTHWEST
 BU1057'CORNER OF HIGHWAY OVER PASS, 61 1/2 FEET SOUTHEAST OF A 24-INCH TWIN
 BU1057'SWEET GUM TREE IN A FENCE LINE, 16 FEET EAST OF AN 18-INCH PINE TREE,
 BU1057'26 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET EAST OF A WHITE
 BU1057'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE HIGHWAY AND SET IN THE TOP
 BU1057'OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0644 ***********************************************************************
 BU0644  DESIGNATION -  F 356
 BU0644  PID         -  BU0644
 BU0644  STATE/COUNTY-  AL/CONECUH
 BU0644  USGS QUAD   -  BETHEL (1971)
 BU0644
 BU0644                         *CURRENT SURVEY CONTROL
 BU0644  ___________________________________________________________________
 BU0644* NAD 83(1986)-  31 41 25.     (N)    086 57 30.     (W)     SCALED    
 BU0644* NAVD 88     -       124.595  (meters)     408.78   (feet)  ADJUSTED  
 BU0644  ___________________________________________________________________
 BU0644  GEOID HEIGHT-         -27.54  (meters)                     GEOID03
 BU0644  DYNAMIC HT  -         124.443 (meters)     408.28  (feet)  COMP
 BU0644  MODELED GRAV-     979,423.3   (mgal)                       NAVD 88
 BU0644
 BU0644  VERT ORDER  -  SECOND    CLASS 0
 BU0644
 BU0644.The horizontal coordinates were scaled from a topographic map and have
 BU0644.an estimated accuracy of +/- 6 seconds.
 BU0644
 BU0644.The orthometric height was determined by differential leveling
 BU0644.and adjusted by the National Geodetic Survey in June 1991..
 BU0644
 BU0644.The geoid height was determined by GEOID03.
 BU0644
 BU0644.The dynamic height is computed by dividing the NAVD 88
 BU0644.geopotential number by the normal gravity value computed on the
 BU0644.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0644.degrees latitude (g = 980.6199 gals.).
 BU0644
 BU0644.The modeled gravity was interpolated from observed gravity values.
 BU0644
 BU0644;                    North         East    Units  Estimated Accuracy
 BU0644;SPC AL W     -   187,510.      651,350.      MT  (+/- 180 meters Scaled)
 BU0644
 BU0644                          SUPERSEDED SURVEY CONTROL
 BU0644
 BU0644  NGVD 29 (??/??/92)  124.578  (m)          408.72   (f) ADJ UNCH    2 0
 BU0644
 BU0644.Superseded values are not recommended for survey control.
 BU0644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0644.See file dsdata.txt to determine how the superseded data were derived.
 BU0644
 BU0644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA039061(NAD 83)
 BU0644_MARKER: DB = BENCH MARK DISK
 BU0644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0644_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0644_STAMPING: F 356 1951
 BU0644_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0644+STABILITY: SURFACE MOTION
 BU0644
 BU0644  HISTORY     - Date     Condition        Report By
 BU0644  HISTORY     - 1951     MONUMENTED       CGS
 BU0644  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0644
 BU0644                          STATION DESCRIPTION
 BU0644
 BU0644'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0644'13.85 MI NW FROM GARLAND.
 BU0644'3.15 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DEANS STORE
 BU0644'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT GARLAND, THENCE
 BU0644'ABOUT 3.8 MILES WEST AND NORTHWEST ALONG A DIRT ROAD, THENCE ABOUT 4.3
 BU0644'MILES NORTH ALONG A BLACK TOP ROAD, THENCE ABOUT 2.6 MILES NORTHWEST
 BU0644'ALONG A GRADED ROAD, 1.5 MILES NORTHEAST OF MT. ZION SCHOOL, ABOUT 0.2
 BU0644'MILE NORTH OF THE JUNCTION OF A ROAD NORTHEAST, ABOUT 1.15 MILES SOUTH
 BU0644'OF DAUGHTINGS CROSSROAD, 117 YARDS NORTH OF THE CENTER OF THE JUNCTION
 BU0644'OF A ROAD WEST, 37 FEET WEST OF THE CENTER LINE OF THE ROAD, 85 FEET
 BU0644'NORTHWEST OF THE CENTER OF THE JUNCTION OF A WOODS ROAD LEADING
 BU0644'NORTHEAST, AT THE SOUTH END OF A 3-FOOT CUT, 10 FEET NORTHWEST OF A
 BU0644'CROOKED 10-INCH PINE TREE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 BU0644'POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU0644'PROJECTING 3 INCHES.
 BU0644
 BU0644                          STATION RECOVERY (1971)
 BU0644
 BU0644'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0644'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0633 ***********************************************************************
 BU0633  DESIGNATION -  F 357
 BU0633  PID         -  BU0633
 BU0633  STATE/COUNTY-  AL/BUTLER
 BU0633  USGS QUAD   -  GARLAND (1986)
 BU0633
 BU0633                         *CURRENT SURVEY CONTROL
 BU0633  ___________________________________________________________________
 BU0633* NAD 83(1986)-  31 34 52.     (N)    086 51 39.     (W)     SCALED    
 BU0633* NAVD 88     -        81.551  (meters)     267.56   (feet)  ADJUSTED  
 BU0633  ___________________________________________________________________
 BU0633  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BU0633  DYNAMIC HT  -          81.452 (meters)     267.23  (feet)  COMP
 BU0633  MODELED GRAV-     979,423.1   (mgal)                       NAVD 88
 BU0633
 BU0633  VERT ORDER  -  SECOND    CLASS 0
 BU0633
 BU0633.The horizontal coordinates were scaled from a topographic map and have
 BU0633.an estimated accuracy of +/- 6 seconds.
 BU0633
 BU0633.The orthometric height was determined by differential leveling
 BU0633.and adjusted by the National Geodetic Survey in June 1991..
 BU0633
 BU0633.The geoid height was determined by GEOID03.
 BU0633
 BU0633.The dynamic height is computed by dividing the NAVD 88
 BU0633.geopotential number by the normal gravity value computed on the
 BU0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0633.degrees latitude (g = 980.6199 gals.).
 BU0633
 BU0633.The modeled gravity was interpolated from observed gravity values.
 BU0633
 BU0633;                    North         East    Units  Estimated Accuracy
 BU0633;SPC AL W     -   175,460.      660,670.      MT  (+/- 180 meters Scaled)
 BU0633
 BU0633                          SUPERSEDED SURVEY CONTROL
 BU0633
 BU0633  NGVD 29 (??/??/92)   81.544  (m)          267.53   (f) ADJ UNCH    2 0
 BU0633
 BU0633.Superseded values are not recommended for survey control.
 BU0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0633.See file dsdata.txt to determine how the superseded data were derived.
 BU0633
 BU0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV132940(NAD 83)
 BU0633_MARKER: DB = BENCH MARK DISK
 BU0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0633_STAMPING: F 357 1951
 BU0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0633+STABILITY: SURFACE MOTION
 BU0633
 BU0633  HISTORY     - Date     Condition        Report By
 BU0633  HISTORY     - 1951     MONUMENTED       CGS
 BU0633  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0633
 BU0633                          STATION DESCRIPTION
 BU0633
 BU0633'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0633'3.15 MI NW FROM GARLAND.
 BU0633'3.15 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DEANS STORE
 BU0633'FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT GARLAND, AT THE
 BU0633'JUNCTION OF A DIRT ROAD SOUTHWEST AND AT THE BOTTOM OF GRADES, 149
 BU0633'FEET SOUTH OF THE CENTER LINE OF THE BLACK TOP ROAD, 34 FEET SOUTHEAST
 BU0633'OF THE CENTER LINE OF THE ROAD SOUTHWEST, 13 FEET NROTHEAST OF A WOODS
 BU0633'TRAIL SOUTHEAST, ABOUT LEVEL WITH THE ROADS AND SET IN THE TOP OF A
 BU0633'CONCRETE POST PROJECTING 4 INCHES.
 BU0633
 BU0633                          STATION RECOVERY (1971)
 BU0633
 BU0633'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0633'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1451 ***********************************************************************
 BU1451  DESIGNATION -  F 358
 BU1451  PID         -  BU1451
 BU1451  STATE/COUNTY-  AL/CONECUH
 BU1451  USGS QUAD   -  REPTON (1986)
 BU1451
 BU1451                         *CURRENT SURVEY CONTROL
 BU1451  ___________________________________________________________________
 BU1451* NAD 83(1986)-  31 29 13.     (N)    087 11 20.     (W)     SCALED    
 BU1451* NAVD 88     -       103.246  (meters)     338.73   (feet)  ADJUSTED  
 BU1451  ___________________________________________________________________
 BU1451  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU1451  DYNAMIC HT  -         103.118 (meters)     338.31  (feet)  COMP
 BU1451  MODELED GRAV-     979,402.2   (mgal)                       NAVD 88
 BU1451
 BU1451  VERT ORDER  -  SECOND    CLASS 0
 BU1451
 BU1451.The horizontal coordinates were scaled from a topographic map and have
 BU1451.an estimated accuracy of +/- 6 seconds.
 BU1451
 BU1451.The orthometric height was determined by differential leveling
 BU1451.and adjusted by the National Geodetic Survey in June 1991..
 BU1451
 BU1451.The geoid height was determined by GEOID03.
 BU1451
 BU1451.The dynamic height is computed by dividing the NAVD 88
 BU1451.geopotential number by the normal gravity value computed on the
 BU1451.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1451.degrees latitude (g = 980.6199 gals.).
 BU1451
 BU1451.The modeled gravity was interpolated from observed gravity values.
 BU1451
 BU1451;                    North         East    Units  Estimated Accuracy
 BU1451;SPC AL W     -   164,880.      629,560.      MT  (+/- 180 meters Scaled)
 BU1451
 BU1451                          SUPERSEDED SURVEY CONTROL
 BU1451
 BU1451  NGVD 29 (??/??/92)  103.232  (m)          338.69   (f) ADJ UNCH    2 0
 BU1451
 BU1451.Superseded values are not recommended for survey control.
 BU1451.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1451.See file dsdata.txt to determine how the superseded data were derived.
 BU1451
 BU1451_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV820835(NAD 83)
 BU1451_MARKER: DB = BENCH MARK DISK
 BU1451_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1451_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1451_STAMPING: F 358 1951
 BU1451_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1451+STABILITY: SURFACE MOTION
 BU1451
 BU1451  HISTORY     - Date     Condition        Report By
 BU1451  HISTORY     - 1951     MONUMENTED       CGS
 BU1451
 BU1451                          STATION DESCRIPTION
 BU1451
 BU1451'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1451'IN BERMUDA.
 BU1451'AT BERMUDA, AT THE METHODIST CHURCH AND CEMETERY, 122 FEET NORTHEAST
 BU1451'OF THE NORTHEAST CORNER OF CHURCH BUILDING, 61 FEET SOUTHEAST OF THE
 BU1451'CENTER LINE OF A ROAD FOLLOWING MONROE-CONECUH COUNTY LINE, 1 FOOT
 BU1451'WEST OF NORTHWEST CORNER OF CEMETERY FENCE, 31 1/2 FEET NORTH OF THE
 BU1451'NORTHWEST CORNER OF GIDDENS TOMBSTONE, ABOUT LEVEL WITH THE ROAD AND
 BU1451'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1335 ***********************************************************************
 BU1335  DESIGNATION -  F 359
 BU1335  PID         -  BU1335
 BU1335  STATE/COUNTY-  AL/CONECUH
 BU1335  USGS QUAD   -  REPTON (1986)
 BU1335
 BU1335                         *CURRENT SURVEY CONTROL
 BU1335  ___________________________________________________________________
 BU1335* NAD 83(1986)-  31 25 06.     (N)    087 12 02.     (W)     SCALED    
 BU1335* NAVD 88     -       108.924  (meters)     357.36   (feet)  ADJUSTED  
 BU1335  ___________________________________________________________________
 BU1335  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1335  DYNAMIC HT  -         108.788 (meters)     356.92  (feet)  COMP
 BU1335  MODELED GRAV-     979,392.1   (mgal)                       NAVD 88
 BU1335
 BU1335  VERT ORDER  -  SECOND    CLASS 0
 BU1335
 BU1335.The horizontal coordinates were scaled from a topographic map and have
 BU1335.an estimated accuracy of +/- 6 seconds.
 BU1335
 BU1335.The orthometric height was determined by differential leveling
 BU1335.and adjusted by the National Geodetic Survey in June 1991..
 BU1335
 BU1335.The geoid height was determined by GEOID03.
 BU1335
 BU1335.The dynamic height is computed by dividing the NAVD 88
 BU1335.geopotential number by the normal gravity value computed on the
 BU1335.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1335.degrees latitude (g = 980.6199 gals.).
 BU1335
 BU1335.The modeled gravity was interpolated from observed gravity values.
 BU1335
 BU1335;                    North         East    Units  Estimated Accuracy
 BU1335;SPC AL W     -   157,270.      628,470.      MT  (+/- 180 meters Scaled)
 BU1335
 BU1335                          SUPERSEDED SURVEY CONTROL
 BU1335
 BU1335  NGVD 29 (??/??/92)  108.909  (m)          357.31   (f) ADJ UNCH    2 0
 BU1335
 BU1335.Superseded values are not recommended for survey control.
 BU1335.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1335.See file dsdata.txt to determine how the superseded data were derived.
 BU1335
 BU1335_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV809759(NAD 83)
 BU1335_MARKER: DB = BENCH MARK DISK
 BU1335_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1335_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1335_STAMPING: F 359 1951
 BU1335_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1335+STABILITY: SURFACE MOTION
 BU1335
 BU1335  HISTORY     - Date     Condition        Report By
 BU1335  HISTORY     - 1951     MONUMENTED       CGS
 BU1335
 BU1335                          STATION DESCRIPTION
 BU1335
 BU1335'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1335'2.0 MI E FROM REPTON.
 BU1335'2.0 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE HIGH SCHOOL AT REPTON,
 BU1335'ABOUT 0.95 MILE EAST OF CONCRETE BRIDGE OVER BUSHY CREEK, ABOUT 0.5
 BU1335'MILE WEST OF A CROSSROAD AND KENDRICKS GROCERY STORE, 130 YARDS WEST
 BU1335'OF THE TOP OF A GRADE, 110 YARDS WEST OF A DRIVE NORTH TO A FARM
 BU1335'HOUSE, 228 FEET EAST OF THE EAST END OF AN 18-INCH PIPE CULVERT UNDER
 BU1335'A DRIVE NORTH TO A BARN, 60 FEET NORTH OF THE CENTER LINE OF THE
 BU1335'HIGHWAY, 1 FOOT SOUTH OF A FENCE LINE, 5 FEET NORTHEAST OF A POWER
 BU1335'POLE, ABOUT 4 1/2 FEET BELOW THE HIGHWAY AND SET IN THE TOP OF A
 BU1335'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0917 ***********************************************************************
 DH0917  DESIGNATION -  F 36
 DH0917  PID         -  DH0917
 DH0917  STATE/COUNTY-  AL/SHELBY
 DH0917  USGS QUAD   -  CHELSEA (1978)
 DH0917
 DH0917                         *CURRENT SURVEY CONTROL
 DH0917  ___________________________________________________________________
 DH0917* NAD 83(1986)-  33 20 29.     (N)    086 37 55.     (W)     SCALED    
 DH0917* NAVD 88     -       152.427  (meters)     500.09   (feet)  ADJUSTED  
 DH0917  ___________________________________________________________________
 DH0917  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0917  DYNAMIC HT  -         152.258 (meters)     499.53  (feet)  COMP
 DH0917  MODELED GRAV-     979,526.5   (mgal)                       NAVD 88
 DH0917
 DH0917  VERT ORDER  -  SECOND    CLASS 0
 DH0917
 DH0917.The horizontal coordinates were scaled from a topographic map and have
 DH0917.an estimated accuracy of +/- 6 seconds.
 DH0917
 DH0917.The orthometric height was determined by differential leveling
 DH0917.and adjusted by the National Geodetic Survey in June 1991..
 DH0917
 DH0917.The geoid height was determined by GEOID03.
 DH0917
 DH0917.The dynamic height is computed by dividing the NAVD 88
 DH0917.geopotential number by the normal gravity value computed on the
 DH0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0917.degrees latitude (g = 980.6199 gals.).
 DH0917
 DH0917.The modeled gravity was interpolated from observed gravity values.
 DH0917
 DH0917;                    North         East    Units  Estimated Accuracy
 DH0917;SPC AL W     -   370,810.      680,810.      MT  (+/- 180 meters Scaled)
 DH0917
 DH0917                          SUPERSEDED SURVEY CONTROL
 DH0917
 DH0917  NGVD 29 (??/??/92)  152.365  (m)          499.88   (f) ADJ UNCH    2 0
 DH0917
 DH0917.Superseded values are not recommended for survey control.
 DH0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0917.See file dsdata.txt to determine how the superseded data were derived.
 DH0917
 DH0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB342891(NAD 83)
 DH0917_MARKER: DB = BENCH MARK DISK
 DH0917_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0917_SP_SET: CULVERT
 DH0917_STAMPING: F-36--1934
 DH0917_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0917_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH0917+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2003
 DH0917
 DH0917  HISTORY     - Date     Condition        Report By
 DH0917  HISTORY     - 1934     MONUMENTED       CGS
 DH0917  HISTORY     - 20030310 GOOD             GEOCAC
 DH0917
 DH0917                          STATION DESCRIPTION
 DH0917
 DH0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0917'IN CHELSEA.
 DH0917'IS LOCATED 0.2 OF MILE WEST OF THE CHELSEA RWY. STATION.  IN THE SOUTH
 DH0917'END OF THE EAST CONCRETE HEADWALL OF A STEEL TRESTLE OVER A CREEK.
 DH0917'33.5 FT. WEST OF A STEEL SWITCH POST.  6.5 FT. SOUTH OF SOUTH RAIL OF
 DH0917'TRACK.  0.5 OF FT. NORTH OF SOUTH EDGE OF HEADWALL.  0.5 OF FT. WEST
 DH0917'OF EAST EDGE OF HEADWALL.  STANDARD TABLET SET FLUSH IN TOP OF
 DH0917'CONCRETE HEADWALL.
 DH0917
 DH0917                          STATION RECOVERY (2003)
 DH0917
 DH0917'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0917'TO REACH THE MARK, TRAVEL SOUTHEAST ON HWY 280 FROM BIRMINGHAM TO HWY
 DH0917'47 IN CHELSEA. TURN SOUTH ONTO HWY 47 AND TRAVEL FOR APPROX .90 MILES
 DH0917'TO A RAILROAD CROSSING. THE MARK IS APPROX.15 MILES WEST OF THE
 DH0917'RAILROAD CROSSING AT HWY 47 IN THE SOUTH END OF THE EAST CONCRETE
 DH0917'HEADWALL OF A STEEL TRESTLE OVER A CREEK.
 DH0917' 
 DH0917'THE MARK IS 6.5 FT. SOUTH OF SOUTH RAIL OF TRACK. 0.5 OF FT. NORTH OF
 DH0917'SOUTH EDGE OF HEADWALL. 0.5 OF FT. WEST OF EAST EDGE OF HEADWALL. I
 DH0917'ARRIVED AT THE COORDINATES OF N 33 20.503 W 086 37.912 IN WGS84 DATUM
 DH0917'USING A CONSUMER GRADE GPS RECEIVER WITH A 10 MINUTE OCCUPATION OF THE
 DH0917'MARK WHILE RECEIVING WAAS CORRECTION SIGNALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0994 ***********************************************************************
 BU0994  DESIGNATION -  F 361
 BU0994  PID         -  BU0994
 BU0994  STATE/COUNTY-  AL/MONROE
 BU0994  USGS QUAD   -  NATCHEZ (1972)
 BU0994
 BU0994                         *CURRENT SURVEY CONTROL
 BU0994  ___________________________________________________________________
 BU0994* NAD 83(1986)-  31 41 21.     (N)    087 16 00.     (W)     SCALED    
 BU0994* NAVD 88     -        36.793  (meters)     120.71   (feet)  ADJUSTED  
 BU0994  ___________________________________________________________________
 BU0994  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU0994  DYNAMIC HT  -          36.748 (meters)     120.56  (feet)  COMP
 BU0994  MODELED GRAV-     979,432.4   (mgal)                       NAVD 88
 BU0994
 BU0994  VERT ORDER  -  SECOND    CLASS 0
 BU0994
 BU0994.The horizontal coordinates were scaled from a topographic map and have
 BU0994.an estimated accuracy of +/- 6 seconds.
 BU0994
 BU0994.The orthometric height was determined by differential leveling
 BU0994.and adjusted by the National Geodetic Survey in June 1991..
 BU0994
 BU0994.The geoid height was determined by GEOID03.
 BU0994
 BU0994.The dynamic height is computed by dividing the NAVD 88
 BU0994.geopotential number by the normal gravity value computed on the
 BU0994.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0994.degrees latitude (g = 980.6199 gals.).
 BU0994
 BU0994.The modeled gravity was interpolated from observed gravity values.
 BU0994
 BU0994;                    North         East    Units  Estimated Accuracy
 BU0994;SPC AL W     -   187,280.      622,120.      MT  (+/- 180 meters Scaled)
 BU0994
 BU0994                          SUPERSEDED SURVEY CONTROL
 BU0994
 BU0994  NGVD 29 (??/??/92)   36.771  (m)          120.64   (f) ADJ UNCH    2 0
 BU0994
 BU0994.Superseded values are not recommended for survey control.
 BU0994.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0994.See file dsdata.txt to determine how the superseded data were derived.
 BU0994
 BU0994_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA747060(NAD 83)
 BU0994_MARKER: DB = BENCH MARK DISK
 BU0994_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0994_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0994_STAMPING: F 361 1951
 BU0994_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0994+STABILITY: SURFACE MOTION
 BU0994
 BU0994  HISTORY     - Date     Condition        Report By
 BU0994  HISTORY     - 1951     MONUMENTED       CGS
 BU0994
 BU0994                          STATION DESCRIPTION
 BU0994
 BU0994'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0994'4.75 MI N FROM TUNNEL SPRINGS.
 BU0994'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 47 FROM THE LOUISVILLE
 BU0994'AND NASHVILLE RAILROAD AT TUNNEL SPRINGS, THENCE ABOUT 0.7 MILE
 BU0994'SOUTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.65 MILE NORTHWEST ALONG
 BU0994'A GRAVEL ROAD, THENCE ABOUT 1.95 MILES NORTHEAST AND NORTH ALONG A
 BU0994'GRAVEL ROAD, ABOUT 0.6 MILE NORTH OF A WOODEN BRIDGE OVER ROBINSON
 BU0994'CREEK, ABOUT 0.15 MILE NORTH OF A 25-FOOT WOODEN BRIDGE, AND SET AT A
 BU0994'GATE ACROSS A DRIVE EAST TO A LARGE PASTURE, AND AT A 30-FOOT WOODEN
 BU0994'BRIDGE, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 65 FEET SOUTH OF
 BU0994'THE SOUTHEAST CORNER OF BRIDGE, 18 FEET NORTH OF CENTER OF GATE, 1
 BU0994'FOOT WEST OF A FENCE LINE, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF
 BU0994'A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0975 ***********************************************************************
 BU0975  DESIGNATION -  F 362
 BU0975  PID         -  BU0975
 BU0975  STATE/COUNTY-  AL/MONROE
 BU0975  USGS QUAD   -  NATCHEZ (1972)
 BU0975
 BU0975                         *CURRENT SURVEY CONTROL
 BU0975  ___________________________________________________________________
 BU0975* NAD 83(1986)-  31 40 41.     (N)    087 21 43.     (W)     SCALED    
 BU0975* NAVD 88     -        29.251  (meters)      95.97   (feet)  ADJUSTED  
 BU0975  ___________________________________________________________________
 BU0975  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 BU0975  DYNAMIC HT  -          29.215 (meters)      95.85  (feet)  COMP
 BU0975  MODELED GRAV-     979,423.0   (mgal)                       NAVD 88
 BU0975
 BU0975  VERT ORDER  -  SECOND    CLASS 0
 BU0975
 BU0975.The horizontal coordinates were scaled from a topographic map and have
 BU0975.an estimated accuracy of +/- 6 seconds.
 BU0975
 BU0975.The orthometric height was determined by differential leveling
 BU0975.and adjusted by the National Geodetic Survey in June 1991..
 BU0975
 BU0975.The geoid height was determined by GEOID03.
 BU0975
 BU0975.The dynamic height is computed by dividing the NAVD 88
 BU0975.geopotential number by the normal gravity value computed on the
 BU0975.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0975.degrees latitude (g = 980.6199 gals.).
 BU0975
 BU0975.The modeled gravity was interpolated from observed gravity values.
 BU0975
 BU0975;                    North         East    Units  Estimated Accuracy
 BU0975;SPC AL W     -   186,040.      613,090.      MT  (+/- 180 meters Scaled)
 BU0975
 BU0975                          SUPERSEDED SURVEY CONTROL
 BU0975
 BU0975  NGVD 29 (??/??/92)   29.225  (m)           95.88   (f) ADJ UNCH    2 0
 BU0975
 BU0975.Superseded values are not recommended for survey control.
 BU0975.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0975.See file dsdata.txt to determine how the superseded data were derived.
 BU0975
 BU0975_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA656048(NAD 83)
 BU0975_MARKER: DB = BENCH MARK DISK
 BU0975_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0975_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0975_STAMPING: F 362 1951
 BU0975_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0975+STABILITY: SURFACE MOTION
 BU0975
 BU0975  HISTORY     - Date     Condition        Report By
 BU0975  HISTORY     - 1951     MONUMENTED       CGS
 BU0975  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU0975
 BU0975                          STATION DESCRIPTION
 BU0975
 BU0975'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0975'IN KEITH.
 BU0975'AT KEITH, ABOUT 100 YARDS WEST ALONG A GRAVEL ROAD FROM THE CROSSING
 BU0975'OF THE ST. LOUIS AND SAN FRANCISCO RAILROAD, SET IN THE Y OF THE
 BU0975'JUNCTION OF A ROAD NORTHEAST, 47 FEET NORTH OF THE CENTER LINE OF THE
 BU0975'ROAD, 27 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD NORTHEAST, 25
 BU0975'FEET NORTH OF A 30-INCH PINE TREE, 17 FEET SOUTH OF A BOARD FENCE
 BU0975'CORNER, 1 FOOT WEST OF A BOARD FENCE LINE, ABOUT LEVEL WITH JUNCTION
 BU0975'AND SET IN THE TOP OF A CONCRETE POST PROJECING 5 INCHES.
 BU0975
 BU0975                          STATION RECOVERY (1972)
 BU0975
 BU0975'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU0975'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0961 ***********************************************************************
 BU0961  DESIGNATION -  F 363
 BU0961  PID         -  BU0961
 BU0961  STATE/COUNTY-  AL/MONROE
 BU0961  USGS QUAD   -  FRANKLIN (1981)
 BU0961
 BU0961                         *CURRENT SURVEY CONTROL
 BU0961  ___________________________________________________________________
 BU0961* NAD 83(1986)-  31 40 25.     (N)    087 23 46.     (W)     SCALED    
 BU0961* NAVD 88     -       114.968  (meters)     377.19   (feet)  ADJUSTED  
 BU0961  ___________________________________________________________________
 BU0961  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU0961  DYNAMIC HT  -         114.828 (meters)     376.73  (feet)  COMP
 BU0961  MODELED GRAV-     979,423.2   (mgal)                       NAVD 88
 BU0961
 BU0961  VERT ORDER  -  SECOND    CLASS 0
 BU0961
 BU0961.The horizontal coordinates were scaled from a topographic map and have
 BU0961.an estimated accuracy of +/- 6 seconds.
 BU0961
 BU0961.The orthometric height was determined by differential leveling
 BU0961.and adjusted by the National Geodetic Survey in June 1991..
 BU0961
 BU0961.The geoid height was determined by GEOID03.
 BU0961
 BU0961.The dynamic height is computed by dividing the NAVD 88
 BU0961.geopotential number by the normal gravity value computed on the
 BU0961.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0961.degrees latitude (g = 980.6199 gals.).
 BU0961
 BU0961.The modeled gravity was interpolated from observed gravity values.
 BU0961
 BU0961;                    North         East    Units  Estimated Accuracy
 BU0961;SPC AL W     -   185,540.      609,850.      MT  (+/- 180 meters Scaled)
 BU0961
 BU0961                          SUPERSEDED SURVEY CONTROL
 BU0961
 BU0961  NGVD 29 (??/??/92)  114.939  (m)          377.10   (f) ADJ UNCH    2 0
 BU0961
 BU0961.Superseded values are not recommended for survey control.
 BU0961.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0961.See file dsdata.txt to determine how the superseded data were derived.
 BU0961
 BU0961_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA624043(NAD 83)
 BU0961_MARKER: DB = BENCH MARK DISK
 BU0961_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0961_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0961_STAMPING: F 363 1951
 BU0961_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0961+STABILITY: SURFACE MOTION
 BU0961
 BU0961  HISTORY     - Date     Condition        Report By
 BU0961  HISTORY     - 1951     MONUMENTED       CGS
 BU0961
 BU0961                          STATION DESCRIPTION
 BU0961
 BU0961'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0961'3.05 MI SE FROM FRANKLIN.
 BU0961'ABOUT 3.05 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE METHODIST
 BU0961'CHURCH AT FRANKLIN, AT THE JUNCTION OF A SIDE ROAD NORTHWEST, 58 FEET
 BU0961'WEST OF THE CENTER LINE OF THE HIGHWAY, 36 FEET NORTHEAST OF THE
 BU0961'CENTER LINE OF ROAD NORTHWEST, 62 1/2 FEET SOUTH OF THE FIRST POWER
 BU0961'POLE NORTH OF SIDE ROAD, 28 FEET SOUTHWEST OF THE FIRST TELEPHONE POLE
 BU0961'NORTH OF SIDE ROAD, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE TOP
 BU0961'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1565 ***********************************************************************
 BU1565  DESIGNATION -  F 364
 BU1565  PID         -  BU1565
 BU1565  STATE/COUNTY-  AL/CLARKE
 BU1565  USGS QUAD   -  WHATLEY (1972)
 BU1565
 BU1565                         *CURRENT SURVEY CONTROL
 BU1565  ___________________________________________________________________
 BU1565* NAD 83(1986)-  31 40 41.     (N)    087 41 51.     (W)     SCALED    
 BU1565* NAVD 88     -        50.566  (meters)     165.90   (feet)  ADJUSTED  
 BU1565  ___________________________________________________________________
 BU1565  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1565  DYNAMIC HT  -          50.504 (meters)     165.70  (feet)  COMP
 BU1565  MODELED GRAV-     979,424.8   (mgal)                       NAVD 88
 BU1565
 BU1565  VERT ORDER  -  FIRST     CLASS II
 BU1565
 BU1565.The horizontal coordinates were scaled from a topographic map and have
 BU1565.an estimated accuracy of +/- 6 seconds.
 BU1565
 BU1565.The orthometric height was determined by differential leveling
 BU1565.and adjusted by the National Geodetic Survey in June 1991..
 BU1565
 BU1565.The geoid height was determined by GEOID03.
 BU1565
 BU1565.The dynamic height is computed by dividing the NAVD 88
 BU1565.geopotential number by the normal gravity value computed on the
 BU1565.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1565.degrees latitude (g = 980.6199 gals.).
 BU1565
 BU1565.The modeled gravity was interpolated from observed gravity values.
 BU1565
 BU1565;                    North         East    Units  Estimated Accuracy
 BU1565;SPC AL W     -   186,050.      581,270.      MT  (+/- 180 meters Scaled)
 BU1565
 BU1565                          SUPERSEDED SURVEY CONTROL
 BU1565
 BU1565  NGVD 29 (??/??/92)   50.535  (m)          165.80   (f) ADJ UNCH    1 2
 BU1565
 BU1565.Superseded values are not recommended for survey control.
 BU1565.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1565.See file dsdata.txt to determine how the superseded data were derived.
 BU1565
 BU1565_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA338049(NAD 83)
 BU1565_MARKER: DB = BENCH MARK DISK
 BU1565_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1565_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1565_STAMPING: F 364 1951
 BU1565_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1565+STABILITY: SURFACE MOTION
 BU1565
 BU1565  HISTORY     - Date     Condition        Report By
 BU1565  HISTORY     - 1951     MONUMENTED       CGS
 BU1565
 BU1565                          STATION DESCRIPTION
 BU1565
 BU1565'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1565'1.9 MI N FROM WHATLEY.
 BU1565'1.9 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BU1565'WHATLEY, 51 FEET EAST OF EAST RAIL, 67 FEET EAST AND ACROSS TRACK FROM
 BU1565'MILE POST 69, 62 FEET EAST-NORTHEAST OF CENTER OF A ROAD CROSSING, 18
 BU1565'FEET NORTH OF CENTER LINE OF A TRAIL LEADING EAST, 7 FEET NORTH OF AN
 BU1565'18-INCH GUM TREE, 84 FEET EAST AND ACROSS TRACK FROM TELEPHONE POLE
 BU1565'NO. 2560, 89 FEET SOUTHEAST OF SOUTHEAST CORNER OF A SMALL TRESTLE, 2
 BU1565'FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 BU1565'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1630 ***********************************************************************
 BU1630  DESIGNATION -  F 365
 BU1630  PID         -  BU1630
 BU1630  STATE/COUNTY-  AL/CLARKE
 BU1630  USGS QUAD   -  GROVE HILL (1986)
 BU1630
 BU1630                         *CURRENT SURVEY CONTROL
 BU1630  ___________________________________________________________________
 BU1630* NAD 83(1986)-  31 41 32.     (N)    087 45 36.     (W)     SCALED    
 BU1630* NAVD 88     -       143.240  (meters)     469.95   (feet)  ADJUSTED  
 BU1630  ___________________________________________________________________
 BU1630  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU1630  DYNAMIC HT  -         143.065 (meters)     469.37  (feet)  COMP
 BU1630  MODELED GRAV-     979,420.8   (mgal)                       NAVD 88
 BU1630
 BU1630  VERT ORDER  -  FIRST     CLASS II
 BU1630
 BU1630.The horizontal coordinates were scaled from a topographic map and have
 BU1630.an estimated accuracy of +/- 6 seconds.
 BU1630
 BU1630.The orthometric height was determined by differential leveling
 BU1630.and adjusted by the National Geodetic Survey in June 1991..
 BU1630
 BU1630.The geoid height was determined by GEOID03.
 BU1630
 BU1630.The dynamic height is computed by dividing the NAVD 88
 BU1630.geopotential number by the normal gravity value computed on the
 BU1630.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1630.degrees latitude (g = 980.6199 gals.).
 BU1630
 BU1630.The modeled gravity was interpolated from observed gravity values.
 BU1630
 BU1630;                    North         East    Units  Estimated Accuracy
 BU1630;SPC AL W     -   187,630.      575,350.      MT  (+/- 180 meters Scaled)
 BU1630
 BU1630                          SUPERSEDED SURVEY CONTROL
 BU1630
 BU1630  NGVD 29 (??/??/92)  143.209  (m)          469.84   (f) ADJ UNCH    1 2
 BU1630
 BU1630.Superseded values are not recommended for survey control.
 BU1630.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1630.See file dsdata.txt to determine how the superseded data were derived.
 BU1630
 BU1630_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA279065(NAD 83)
 BU1630_MARKER: DB = BENCH MARK DISK
 BU1630_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1630_SP_SET: CULVERT
 BU1630_STAMPING: F 365 1951
 BU1630_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1630
 BU1630  HISTORY     - Date     Condition        Report By
 BU1630  HISTORY     - 1951     MONUMENTED       CGS
 BU1630
 BU1630                          STATION DESCRIPTION
 BU1630
 BU1630'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1630'1.05 MI E FROM GROVE HILL.
 BU1630'1.05 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF U.S.
 BU1630'HIGHWAY 43 AT GROVE HILL, ABOUT 0.1 MILE EAST OF ENTRANCE TO GROVE
 BU1630'HILL MUNICIPAL AIRPORT, IN THE TOP OF THE EAST END OF THE NORTH HEAD
 BU1630'WALL OF A 4-FOOT CONCRETE CULVERT, 29 FEET NORTH OF CENTER LINE OF
 BU1630'HIGHWAY AND ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0106 ***********************************************************************
 BV0106  DESIGNATION -  F 366
 BV0106  PID         -  BV0106
 BV0106  STATE/COUNTY-  AL/WASHINGTON
 BV0106  USGS QUAD   -  MC INTOSH (1982)
 BV0106
 BV0106                         *CURRENT SURVEY CONTROL
 BV0106  ___________________________________________________________________
 BV0106* NAD 83(1986)-  31 15 35.     (N)    088 00 30.     (W)     SCALED    
 BV0106* NAVD 88     -        13.746  (meters)      45.10   (feet)  ADJUSTED  
 BV0106  ___________________________________________________________________
 BV0106  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BV0106  DYNAMIC HT  -          13.729 (meters)      45.04  (feet)  COMP
 BV0106  MODELED GRAV-     979,397.0   (mgal)                       NAVD 88
 BV0106
 BV0106  VERT ORDER  -  FIRST     CLASS II
 BV0106
 BV0106.The horizontal coordinates were scaled from a topographic map and have
 BV0106.an estimated accuracy of +/- 6 seconds.
 BV0106
 BV0106.The orthometric height was determined by differential leveling
 BV0106.and adjusted by the National Geodetic Survey in June 1991..
 BV0106
 BV0106.The geoid height was determined by GEOID03.
 BV0106
 BV0106.The dynamic height is computed by dividing the NAVD 88
 BV0106.geopotential number by the normal gravity value computed on the
 BV0106.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0106.degrees latitude (g = 980.6199 gals.).
 BV0106
 BV0106.The modeled gravity was interpolated from observed gravity values.
 BV0106
 BV0106;                    North         East    Units  Estimated Accuracy
 BV0106;SPC AL W     -   139,760.      551,590.      MT  (+/- 180 meters Scaled)
 BV0106
 BV0106                          SUPERSEDED SURVEY CONTROL
 BV0106
 BV0106  NGVD 29 (??/??/92)   13.734  (m)           45.06   (f) ADJ UNCH    1 2
 BV0106
 BV0106.Superseded values are not recommended for survey control.
 BV0106.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0106.See file dsdata.txt to determine how the superseded data were derived.
 BV0106
 BV0106_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV039588(NAD 83)
 BV0106_MARKER: DB = BENCH MARK DISK
 BV0106_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BV0106_SP_SET: TOP SLAB OF UTILITY TUNNEL
 BV0106_STAMPING: F 366 1951
 BV0106_MARK LOGO: CGS   
 BV0106_MAGNETIC: N = NO MAGNETIC MATERIAL
 BV0106_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BV0106_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BV0106+SATELLITE: SATELLITE OBSERVATIONS - August 01, 2005
 BV0106
 BV0106  HISTORY     - Date     Condition        Report By
 BV0106  HISTORY     - 1951     MONUMENTED       CGS
 BV0106  HISTORY     - 1973     GOOD             NGS
 BV0106  HISTORY     - 19910322 GOOD             ALHD
 BV0106  HISTORY     - 20050801 GOOD             AERODA
 BV0106
 BV0106                          STATION DESCRIPTION
 BV0106
 BV0106'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BV0106'1.5 MI E FROM MCINTOSH.
 BV0106'THE MARK WAS FOUND AND RECOVERED IN GOOD CONDITION.  THE SOUTHERN
 BV0106'RAILROAD STATION IN MCINTOSH HAS BEEN TORN DOWN.  REACHED FROM THE
 BV0106'POST OFFICE IN MCINTOSH GO EAST ON RIVER ROAD FOR 1.55 MILES TO A SIDE
 BV0106'ROAD LEFT, JUST BEFORE REACHING RAILROAD TRACKS, TURN LEFT ON BLADED
 BV0106'ROAD FOR 0.2 MILE TO THE MARK ON THE RIGHT, 218 YARDS NORTH OF
 BV0106'MILEPOST 108, 53 FEET WEST OF THE WEST RAIL, 46 FEET NORTHWEST OF THE
 BV0106'WEST END OF A 48-INCH PIPE CULVERT UNDER THE TRACKS, 26.5 FEET
 BV0106'NORTHEAST OF A POWER POLE, 8 FEET EAST OF THE CENTER OF THE BLADED
 BV0106'ROAD, AND SET FLUSH IN THE SOUTHWEST CORNER OF A CONCRETE BOX.
 BV0106
 BV0106                          STATION RECOVERY (1991)
 BV0106
 BV0106'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BV0106'THE STATION IS LOCATED IN WASHINGTON COUNTY ON THE EAST RIGHT OF WAY
 BV0106'OF A PAVED COUNTY ROAD, ABOUT 1.45 MI (2.33 KM) SOUTHEAST OF MCINTOSH
 BV0106'AND ABOUT 7.15 MI (11.51 KM) NORTH OF CALVERT.
 BV0106'TO REACH THE STATION FROM THE JUNCTION OF U.S. 43 AND WASHINGTON
 BV0106'COUNTY ROAD NO. 35 (MILE POST 41.75 ON U.S. 43) IN MCINTOSH, DRIVE
 BV0106'SOUTHEAST ON WASHINGTON COUNTY ROAD NO. 35 FOR 1.55 MI (2.49 KM) TO A
 BV0106'PAVED CROSS ROADS, TURN LEFT ON THE PAVED ROAD AND DRIVE NORTH FOR
 BV0106'0.15 MI (0.24 KM) TO AN OVERHEAD PIPE LINE CROSSING AND THE STATION
 BV0106'ON THE RIGHT.
 BV0106'THE STATION IS LOCATED IN THE SOUTHWEST CORNER OF A CONCRETE SLAB,
 BV0106'15.4 FT (4.7 M) EAST OF THE EAST METAL GUARD RAIL ALONG THE PAVED
 BV0106'COUNTY ROAD, 22.4 FT (6.8 M) NORTH-NORTHEAST OF THE NORTH END OF THE
 BV0106'EAST HEADWALL OF A DOUBLE THIRTYSIX-INCH CONCRETE PIPE UNDER THE
 BV0106'PAVED COUNTY ROAD, 25.8 FT (7.9 M) SOUTH OF THE SOUTH LEG OF THE
 BV0106'FIRST METAL PIPE LINE SUPPORT EAST OF THE PAVED COUNTY ROAD, 32.5 FT
 BV0106'(9.9 M) EAST OF THE CENTERLINE OF THE PAVED COUNTY ROAD, 43.2 FT
 BV0106'(13.2 M) WEST-NORTHWEST OF THE NORTH END OF THE WEST HEADWALL OF A
 BV0106'FORTYEIGHT-INCH CONCRETE PIPE UNDER THE RAILROAD, 52.7 FT (16.1 M)
 BV0106'WEST OF THE WEST RAIL OF THE MAIN TRACK OF THE RAILROAD, AND 0.8 FT
 BV0106'(0.2 M) NORTH OF A CARSONITE WITNESS POST.
 BV0106'ELEVATION 45.059 FEET OR 13.734 METERS.
 BV0106'BEFORE USING THIS STATION AT ANY TIME, PLEASE CONTACT AT LEAST A DAY
 BV0106'IN ADVANCE,
 BV0106'MR. JIM FLEMING (OR THE SECRETARY WHO ANSWERS THE PHONE),
 BV0106'OLIN CORPORATION - PHONE 205 - 944 - 2231 EXTENSION 367
 BV0106'ALLOW AT LEAST 30 MINUTES TO GO TO THE GUARD BUILDING, SIGN IN AND
 BV0106'VIEW AN ORIENTATION FILM ON WHAT TO DO IN AN EMERGENCY.
 BV0106'TO REACH THE GUARD BUILDING FROM THE PAVED CROSS ROADS, DRIVE NORTH ON
 BV0106'THE PAVED COUNTY ROAD 0.65 MI (1.05 KM) TO THE ENTRANCE ROAD ON THE
 BV0106'RIGHT, TURN RIGHT AND DRIVE EAST 0.15 MI (0.24 KM) TO THE PARKING LOT
 BV0106'ENTRANCE ON THE RIGHT, TURN RIGHT AND DRIVE SOUTH 0.05 MI (0.08 KM)
 BV0106'TO THE VISITORS PARKING LOT ON THE RIGHT AND THE GUARD BUILDING IN THE
 BV0106'SOUTHEAST CORNER.
 BV0106
 BV0106                          STATION RECOVERY (2005)
 BV0106
 BV0106'RECOVERY NOTE BY AERO DATA CORPORATION 2005 (RJG)
 BV0106'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0082 ***********************************************************************
 BH0082  DESIGNATION -  F 367
 BH0082  PID         -  BH0082
 BH0082  STATE/COUNTY-  AL/MOBILE
 BH0082  USGS QUAD   -  CHICKASAW (1982)
 BH0082
 BH0082                         *CURRENT SURVEY CONTROL
 BH0082  ___________________________________________________________________
 BH0082* NAD 83(1986)-  30 49 18.     (N)    088 04 04.     (W)     SCALED    
 BH0082* NAVD 88     -         3.543  (meters)      11.62   (feet)  ADJUSTED  
 BH0082  ___________________________________________________________________
 BH0082  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0082  DYNAMIC HT  -           3.538 (meters)      11.61  (feet)  COMP
 BH0082  MODELED GRAV-     979,348.4   (mgal)                       NAVD 88
 BH0082
 BH0082  VERT ORDER  -  FIRST     CLASS II
 BH0082
 BH0082.The horizontal coordinates were scaled from a topographic map and have
 BH0082.an estimated accuracy of +/- 6 seconds.
 BH0082
 BH0082.The orthometric height was determined by differential leveling
 BH0082.and adjusted by the National Geodetic Survey in June 1991..
 BH0082
 BH0082.The geoid height was determined by GEOID03.
 BH0082
 BH0082.The dynamic height is computed by dividing the NAVD 88
 BH0082.geopotential number by the normal gravity value computed on the
 BH0082.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0082.degrees latitude (g = 980.6199 gals.).
 BH0082
 BH0082.The modeled gravity was interpolated from observed gravity values.
 BH0082
 BH0082;                    North         East    Units  Estimated Accuracy
 BH0082;SPC AL W     -    91,220.      545,680.      MT  (+/- 180 meters Scaled)
 BH0082
 BH0082                          SUPERSEDED SURVEY CONTROL
 BH0082
 BH0082  NGVD 29 (??/??/??)    3.550  (m)           11.65   (f) ADJUSTED    1 2
 BH0082
 BH0082.Superseded values are not recommended for survey control.
 BH0082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0082.See file dsdata.txt to determine how the superseded data were derived.
 BH0082
 BH0082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV978103(NAD 83)
 BH0082_MARKER: DB = BENCH MARK DISK
 BH0082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0082_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0082_STAMPING: F 367 1951
 BH0082_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0082+STABILITY: SURFACE MOTION
 BH0082
 BH0082  HISTORY     - Date     Condition        Report By
 BH0082  HISTORY     - 1951     MONUMENTED       CGS
 BH0082
 BH0082                          STATION DESCRIPTION
 BH0082
 BH0082'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0082'4.15 MI N FROM CHICKASAW.
 BH0082'ABOUT 4.15 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BH0082'CHICKASAW, ABOUT 0.55 MILE NORTH OF FLAG STATION AT SARALAND, 312
 BH0082'YARDS NORTH OF MILE POST 139, 33 FEET WEST OF WEST RAIL, 64 FEET
 BH0082'NORTHWEST OF CENTER OF A ROAD CROSSING LEADING WEST TO A SCHOOL FOR
 BH0082'COLORED, 12.2 FEET WEST OF TELEPHONE POLE 236, 59 FEET EAST OF EAST
 BH0082'RAIL OF ALABAMA TENNESSEE AND NORTHERN RAILROAD, 2 FEET SOUTH OF A
 BH0082'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET
 BH0082'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1600 ***********************************************************************
 BU1600  DESIGNATION -  F 368
 BU1600  PID         -  BU1600
 BU1600  STATE/COUNTY-  AL/CLARKE
 BU1600  USGS QUAD   -  JACKSON (1986)
 BU1600
 BU1600                         *CURRENT SURVEY CONTROL
 BU1600  ___________________________________________________________________
 BU1600* NAD 83(1986)-  31 30 46.     (N)    087 53 39.     (W)     SCALED    
 BU1600* NAVD 88     -        69.316  (meters)     227.41   (feet)  ADJUSTED  
 BU1600  ___________________________________________________________________
 BU1600  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 BU1600  DYNAMIC HT  -          69.232 (meters)     227.14  (feet)  COMP
 BU1600  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BU1600
 BU1600  VERT ORDER  -  FIRST     CLASS II
 BU1600
 BU1600.The horizontal coordinates were scaled from a topographic map and have
 BU1600.an estimated accuracy of +/- 6 seconds.
 BU1600
 BU1600.The orthometric height was determined by differential leveling
 BU1600.and adjusted by the National Geodetic Survey in June 1991..
 BU1600
 BU1600.The geoid height was determined by GEOID03.
 BU1600
 BU1600.The dynamic height is computed by dividing the NAVD 88
 BU1600.geopotential number by the normal gravity value computed on the
 BU1600.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1600.degrees latitude (g = 980.6199 gals.).
 BU1600
 BU1600.The modeled gravity was interpolated from observed gravity values.
 BU1600
 BU1600;                    North         East    Units  Estimated Accuracy
 BU1600;SPC AL W     -   167,770.      562,560.      MT  (+/- 180 meters Scaled)
 BU1600
 BU1600                          SUPERSEDED SURVEY CONTROL
 BU1600
 BU1600  NGVD 29 (??/??/92)   69.297  (m)          227.35   (f) ADJ UNCH    1 2
 BU1600
 BU1600.Superseded values are not recommended for survey control.
 BU1600.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1600.See file dsdata.txt to determine how the superseded data were derived.
 BU1600
 BU1600_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV150867(NAD 83)
 BU1600_MARKER: DB = BENCH MARK DISK
 BU1600_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU1600_SP_SET: BUILDING
 BU1600_STAMPING: F 368 1951
 BU1600_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU1600
 BU1600  HISTORY     - Date     Condition        Report By
 BU1600  HISTORY     - 1951     MONUMENTED       CGS
 BU1600
 BU1600                          STATION DESCRIPTION
 BU1600
 BU1600'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1600'IN JACKSON.
 BU1600'AT JACKSON, ABOUT 0.4 MILE NORTHEAST ALONG STATE HIGHWAY 5 FROM THE
 BU1600'POST OFFICE AT JACKSON, 124 FEET WEST OF WEST CURB OF HIGHWAY, SET
 BU1600'VERTICALLY IN THE EAST FACE AT SOUTHEAST CORNER OF JACKSON HIGH SCHOOL
 BU1600'AUDITORIUM (EDDIE J. PACE MEMORIAL BUILDING), 1.5 FEET NORTH OF
 BU1600'SOUTHEAST CORNER AND ABOUT 2 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2479 ***********************************************************************
 CN2479  DESIGNATION -  F 369
 CN2479  PID         -  CN2479
 CN2479  STATE/COUNTY-  AL/MARENGO
 CN2479  USGS QUAD   -  MILLER (1978)
 CN2479
 CN2479                         *CURRENT SURVEY CONTROL
 CN2479  ___________________________________________________________________
 CN2479* NAD 83(1986)-  32 12 17.     (N)    087 47 09.     (W)     SCALED    
 CN2479* NAVD 88     -        61.458  (meters)     201.63   (feet)  ADJUSTED  
 CN2479  ___________________________________________________________________
 CN2479  GEOID HEIGHT-         -28.26  (meters)                     GEOID03
 CN2479  DYNAMIC HT  -          61.386 (meters)     201.40  (feet)  COMP
 CN2479  MODELED GRAV-     979,470.1   (mgal)                       NAVD 88
 CN2479
 CN2479  VERT ORDER  -  SECOND    CLASS 0
 CN2479
 CN2479.The horizontal coordinates were scaled from a topographic map and have
 CN2479.an estimated accuracy of +/- 6 seconds.
 CN2479
 CN2479.The orthometric height was determined by differential leveling
 CN2479.and adjusted by the National Geodetic Survey in June 1991..
 CN2479
 CN2479.The geoid height was determined by GEOID03.
 CN2479
 CN2479.The dynamic height is computed by dividing the NAVD 88
 CN2479.geopotential number by the normal gravity value computed on the
 CN2479.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2479.degrees latitude (g = 980.6199 gals.).
 CN2479
 CN2479.The modeled gravity was interpolated from observed gravity values.
 CN2479
 CN2479;                    North         East    Units  Estimated Accuracy
 CN2479;SPC AL W     -   244,460.      573,050.      MT  (+/- 180 meters Scaled)
 CN2479
 CN2479                          SUPERSEDED SURVEY CONTROL
 CN2479
 CN2479  NGVD 29 (??/??/92)   61.424  (m)          201.52   (f) ADJ UNCH    2 0
 CN2479
 CN2479.Superseded values are not recommended for survey control.
 CN2479.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2479.See file dsdata.txt to determine how the superseded data were derived.
 CN2479
 CN2479_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA259633(NAD 83)
 CN2479_MARKER: DB = BENCH MARK DISK
 CN2479_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2479_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2479_STAMPING: F 369 1951
 CN2479_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2479+STABILITY: SURFACE MOTION
 CN2479
 CN2479  HISTORY     - Date     Condition        Report By
 CN2479  HISTORY     - 1951     MONUMENTED       CGS
 CN2479  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2479
 CN2479                          STATION DESCRIPTION
 CN2479
 CN2479'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2479'6.9 MI S FROM LINDEN.
 CN2479'ABOUT 6.9 MILES SOUTH ALONG U.S. HIGHWAY 43 FROM THE COURT HOUSE AT
 CN2479'LINDEN, ON THE INSIDE AND AT THE SOUTHEAST END OF A LONG CURVE WITH
 CN2479'TANGENTS EXTENDING NORTH AND SOUTHEAST, AT THE JUNCTION OF A ROAD
 CN2479'LEADING SOUTHWEST, 60 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 185
 CN2479'FEET NORTHWEST OF EXTENDED CENTER LINE OF ROAD SOUTHWEST, 213 FEET
 CN2479'SOUTHEAST OF THE NORTHEAST END OF CENTER OF A 4-FOOT CONCRETE CULVERT,
 CN2479'25 1/2 FEET SOUTHWEST OF A POWER POLE WITH A TRANSFORMER, 1 FOOT
 CN2479'SOUTHWEST OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 CN2479'ABOUT 4 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE
 CN2479'POST PROJECTING 4 INCHES.
 CN2479
 CN2479                          STATION RECOVERY (1974)
 CN2479
 CN2479'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2479'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0788 ***********************************************************************
 DH0788  DESIGNATION -  F 37
 DH0788  PID         -  DH0788
 DH0788  STATE/COUNTY-  AL/SHELBY
 DH0788  USGS QUAD   -  MONTEVALLO (1980)
 DH0788
 DH0788                         *CURRENT SURVEY CONTROL
 DH0788  ___________________________________________________________________
 DH0788* NAD 83(1986)-  33 06 02.     (N)    086 45 12.     (W)     SCALED    
 DH0788* NAVD 88     -       153.038  (meters)     502.09   (feet)  ADJUSTED  
 DH0788  ___________________________________________________________________
 DH0788  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0788  DYNAMIC HT  -         152.864 (meters)     501.52  (feet)  COMP
 DH0788  MODELED GRAV-     979,503.1   (mgal)                       NAVD 88
 DH0788
 DH0788  VERT ORDER  -  SECOND    CLASS 0
 DH0788
 DH0788.The horizontal coordinates were scaled from a topographic map and have
 DH0788.an estimated accuracy of +/- 6 seconds.
 DH0788
 DH0788.The orthometric height was determined by differential leveling
 DH0788.and adjusted by the National Geodetic Survey in June 1991..
 DH0788
 DH0788.The geoid height was determined by GEOID03.
 DH0788
 DH0788.The dynamic height is computed by dividing the NAVD 88
 DH0788.geopotential number by the normal gravity value computed on the
 DH0788.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0788.degrees latitude (g = 980.6199 gals.).
 DH0788
 DH0788.The modeled gravity was interpolated from observed gravity values.
 DH0788
 DH0788;                    North         East    Units  Estimated Accuracy
 DH0788;SPC AL W     -   344,010.      669,700.      MT  (+/- 180 meters Scaled)
 DH0788
 DH0788                          SUPERSEDED SURVEY CONTROL
 DH0788
 DH0788  NGVD 29 (??/??/92)  152.983  (m)          501.91   (f) ADJ UNCH    2 0
 DH0788
 DH0788.Superseded values are not recommended for survey control.
 DH0788.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0788.See file dsdata.txt to determine how the superseded data were derived.
 DH0788
 DH0788_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB230624(NAD 83)
 DH0788_MARKER: DB = BENCH MARK DISK
 DH0788_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0788_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0788_STAMPING: F 37 1934
 DH0788_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0788+STABILITY: SURFACE MOTION
 DH0788
 DH0788  HISTORY     - Date     Condition        Report By
 DH0788  HISTORY     - 1934     MONUMENTED       CGS
 DH0788  HISTORY     - 1948     GOOD             NGS
 DH0788
 DH0788                          STATION DESCRIPTION
 DH0788
 DH0788'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0788'IN CALERA.
 DH0788'AT CALERA, AT THE NORTHEAST CORNER OF THE SCHOOL YARD, AT THE JUNCTION
 DH0788'OF U.S. HIGHWAY 31 (NORTH AND SOUTH) AND STATE HIGHWAY 25 LEADING
 DH0788'WEST, 45 FEET WEST OF THE CENTER LINE OF HIGHWAY 31, 39 FEET SOUTH OF
 DH0788'THE CENTER LINE OF HIGHWAY 25, 91 FEET NORTHEAST OF THE NORTHEAST
 DH0788'CORNER OF THE SCHOOL BUILDING, 6.7 FEET SOUTH OF THE SOUTH EDGE OF A
 DH0788'CONCRETE WALK, AND ABOUT 0.5 FOOT ABOVE THE WALK, SET IN THE TOP OF A
 DH0788'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2502 ***********************************************************************
 CN2502  DESIGNATION -  F 370
 CN2502  PID         -  CN2502
 CN2502  STATE/COUNTY-  AL/MARENGO
 CN2502  USGS QUAD   -  SURGINER (1978)
 CN2502
 CN2502                         *CURRENT SURVEY CONTROL
 CN2502  ___________________________________________________________________
 CN2502* NAD 83(1986)-  32 07 28.     (N)    087 43 36.     (W)     SCALED    
 CN2502* NAVD 88     -       114.210  (meters)     374.70   (feet)  ADJUSTED  
 CN2502  ___________________________________________________________________
 CN2502  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CN2502  DYNAMIC HT  -         114.075 (meters)     374.26  (feet)  COMP
 CN2502  MODELED GRAV-     979,458.5   (mgal)                       NAVD 88
 CN2502
 CN2502  VERT ORDER  -  SECOND    CLASS 0
 CN2502
 CN2502.The horizontal coordinates were scaled from a topographic map and have
 CN2502.an estimated accuracy of +/- 6 seconds.
 CN2502
 CN2502.The orthometric height was determined by differential leveling
 CN2502.and adjusted by the National Geodetic Survey in June 1991..
 CN2502
 CN2502.The geoid height was determined by GEOID03.
 CN2502
 CN2502.The dynamic height is computed by dividing the NAVD 88
 CN2502.geopotential number by the normal gravity value computed on the
 CN2502.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2502.degrees latitude (g = 980.6199 gals.).
 CN2502
 CN2502.The modeled gravity was interpolated from observed gravity values.
 CN2502
 CN2502;                    North         East    Units  Estimated Accuracy
 CN2502;SPC AL W     -   235,550.      578,610.      MT  (+/- 180 meters Scaled)
 CN2502
 CN2502                          SUPERSEDED SURVEY CONTROL
 CN2502
 CN2502  NGVD 29 (??/??/92)  114.175  (m)          374.59   (f) ADJ UNCH    2 0
 CN2502
 CN2502.Superseded values are not recommended for survey control.
 CN2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2502.See file dsdata.txt to determine how the superseded data were derived.
 CN2502
 CN2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA314544(NAD 83)
 CN2502_MARKER: DB = BENCH MARK DISK
 CN2502_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2502_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2502_STAMPING: F 370 1951
 CN2502_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2502+STABILITY: SURFACE MOTION
 CN2502
 CN2502  HISTORY     - Date     Condition        Report By
 CN2502  HISTORY     - 1951     MONUMENTED       CGS
 CN2502
 CN2502                          STATION DESCRIPTION
 CN2502
 CN2502'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2502'0.55 MI E FROM SHILOH.
 CN2502'ABOUT 0.55 MILE EAST ALONG A BLACK TOP ROAD LEADING TO MAGNOLIA FROM
 CN2502'THE POST OFFICE AND ROAD JUNCTION AT SHILOH, ON THE OUTSIDE OF A LONG
 CN2502'CURVE WITH TANGENTS EXTENDING NORTHEAST AND NORTHWEST, AT THE JUNCTION
 CN2502'OF A PRIVATE ROAD LEADING SOUTHWEST, 66 FEET SOUTH OF CENTER LINE OF
 CN2502'ROAD, 10 FEET SOUTHEAST OF CENTER LINE OF PRIVATE ROAD, 27 FEET WEST
 CN2502'OF A FORKED 16-INCH SWEET GUM TREE, 1 1/2 FEET NORTH OF A FENCE LINE,
 CN2502'2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 4 FEET BELOW LEVEL
 CN2502'OF ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2473 ***********************************************************************
 CN2473  DESIGNATION -  F 371
 CN2473  PID         -  CN2473
 CN2473  STATE/COUNTY-  AL/MARENGO
 CN2473  USGS QUAD   -  MILLER (1978)
 CN2473
 CN2473                         *CURRENT SURVEY CONTROL
 CN2473  ___________________________________________________________________
 CN2473* NAD 83(1986)-  32 09 40.     (N)    087 47 36.     (W)     SCALED    
 CN2473* NAVD 88     -        81.226  (meters)     266.49   (feet)  ADJUSTED  
 CN2473  ___________________________________________________________________
 CN2473  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CN2473  DYNAMIC HT  -          81.130 (meters)     266.17  (feet)  COMP
 CN2473  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 CN2473
 CN2473  VERT ORDER  -  SECOND    CLASS 0
 CN2473
 CN2473.The horizontal coordinates were scaled from a topographic map and have
 CN2473.an estimated accuracy of +/- 6 seconds.
 CN2473
 CN2473.The orthometric height was determined by differential leveling
 CN2473.and adjusted by the National Geodetic Survey in June 1991..
 CN2473
 CN2473.The geoid height was determined by GEOID03.
 CN2473
 CN2473.The dynamic height is computed by dividing the NAVD 88
 CN2473.geopotential number by the normal gravity value computed on the
 CN2473.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2473.degrees latitude (g = 980.6199 gals.).
 CN2473
 CN2473.The modeled gravity was interpolated from observed gravity values.
 CN2473
 CN2473;                    North         East    Units  Estimated Accuracy
 CN2473;SPC AL W     -   239,630.      572,330.      MT  (+/- 180 meters Scaled)
 CN2473
 CN2473                          SUPERSEDED SURVEY CONTROL
 CN2473
 CN2473  NGVD 29 (??/??/92)   81.197  (m)          266.39   (f) ADJ UNCH    2 0
 CN2473
 CN2473.Superseded values are not recommended for survey control.
 CN2473.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2473.See file dsdata.txt to determine how the superseded data were derived.
 CN2473
 CN2473_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA251585(NAD 83)
 CN2473_MARKER: DB = BENCH MARK DISK
 CN2473_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2473_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2473_STAMPING: F 371 1951
 CN2473_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2473+STABILITY: SURFACE MOTION
 CN2473
 CN2473  HISTORY     - Date     Condition        Report By
 CN2473  HISTORY     - 1951     MONUMENTED       CGS
 CN2473
 CN2473                          STATION DESCRIPTION
 CN2473
 CN2473'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2473'4.45 MI NW FROM WAYNE.
 CN2473'ABOUT 3.65 MILES NORTH ALONG U.S. HIGHWAY 43 FROM THE ROAD JUNCTION AT
 CN2473'WAYNE, THENCE ABOUT 0.8 MILE SOUTHWEST ALONG A GRAVEL ROAD, ABOUT 82
 CN2473'YARDS SOUTHWEST OF A GATE ACROSS ROAD, AT THE JUNCTION OF A DIM ROAD
 CN2473'NORTHWEST, 24 FEET NORTHWEST OF CENTER LINE OF ROAD, 15 FEET NORTHEAST
 CN2473'OF CENTER LINE OF DIM ROAD, 6 1/2 FEET NORTHWEST OF A POWER POLE,
 CN2473'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CN2473'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2360 ***********************************************************************
 CN2360  DESIGNATION -  F 372
 CN2360  PID         -  CN2360
 CN2360  STATE/COUNTY-  AL/MARENGO
 CN2360  USGS QUAD   -  THOMASTON EAST (1968)
 CN2360
 CN2360                         *CURRENT SURVEY CONTROL
 CN2360  ___________________________________________________________________
 CN2360* NAD 83(1986)-  32 16 00.     (N)    087 37 27.     (W)     SCALED    
 CN2360* NAVD 88     -        57.589  (meters)     188.94   (feet)  ADJUSTED  
 CN2360  ___________________________________________________________________
 CN2360  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CN2360  DYNAMIC HT  -          57.521 (meters)     188.72  (feet)  COMP
 CN2360  MODELED GRAV-     979,473.0   (mgal)                       NAVD 88
 CN2360
 CN2360  VERT ORDER  -  SECOND    CLASS 0
 CN2360
 CN2360.The horizontal coordinates were scaled from a topographic map and have
 CN2360.an estimated accuracy of +/- 6 seconds.
 CN2360
 CN2360.The orthometric height was determined by differential leveling
 CN2360.and adjusted by the National Geodetic Survey in June 1991..
 CN2360
 CN2360.The geoid height was determined by GEOID03.
 CN2360
 CN2360.The dynamic height is computed by dividing the NAVD 88
 CN2360.geopotential number by the normal gravity value computed on the
 CN2360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2360.degrees latitude (g = 980.6199 gals.).
 CN2360
 CN2360.The modeled gravity was interpolated from observed gravity values.
 CN2360
 CN2360;                    North         East    Units  Estimated Accuracy
 CN2360;SPC AL W     -   251,300.      588,300.      MT  (+/- 180 meters Scaled)
 CN2360
 CN2360                          SUPERSEDED SURVEY CONTROL
 CN2360
 CN2360  NGVD 29 (??/??/92)   57.549  (m)          188.81   (f) ADJ UNCH    2 0
 CN2360
 CN2360.Superseded values are not recommended for survey control.
 CN2360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2360.See file dsdata.txt to determine how the superseded data were derived.
 CN2360
 CN2360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA412701(NAD 83)
 CN2360_MARKER: DD = SURVEY DISK
 CN2360_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2360_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2360_STAMPING: F 372
 CN2360_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2360+STABILITY: SURFACE MOTION
 CN2360
 CN2360  HISTORY     - Date     Condition        Report By
 CN2360  HISTORY     - UNK      MONUMENTED       ALGS
 CN2360  HISTORY     - 1951     GOOD             NGS
 CN2360
 CN2360                          STATION DESCRIPTION
 CN2360
 CN2360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 CN2360'IN THOMASTON.
 CN2360'AT THOMASTON, ALONG STATE HIGHWAY 28, ABOUT 110 YARDS EAST OF THE
 CN2360'CROSSING OF STATE HIGHWAY 99, AT THE PLANTERS BANK AND TRUST COMPANY,
 CN2360'23 1/2 FEET SOUTH OF CENTER LINE OF HIGHWAY, 11 1/2 FEET
 CN2360'NORTH-NORTHWEST OF NORTHWEST CORNER OF BANK BUILDING, 1 FOOT SOUTH OF
 CN2360'NORTH EDGE OF CONCRETE SIDE WALK AND SET IN THE TOP OF A CONCRETE POST
 CN2360'PROJECTING ABOUT 2 INCHES OUT OF SIDE WALK.  NOTE-- FOUND UNSTAMPED
 CN2360'AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2274 ***********************************************************************
 CN2274  DESIGNATION -  F 373
 CN2274  PID         -  CN2274
 CN2274  STATE/COUNTY-  AL/MARENGO
 CN2274  USGS QUAD   -  FLATWOOD (1978)
 CN2274
 CN2274                         *CURRENT SURVEY CONTROL
 CN2274  ___________________________________________________________________
 CN2274* NAD 83(1986)-  32 08 41.     (N)    087 31 50.     (W)     SCALED    
 CN2274* NAVD 88     -        52.997  (meters)     173.87   (feet)  ADJUSTED  
 CN2274  ___________________________________________________________________
 CN2274  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CN2274  DYNAMIC HT  -          52.934 (meters)     173.67  (feet)  COMP
 CN2274  MODELED GRAV-     979,467.5   (mgal)                       NAVD 88
 CN2274
 CN2274  VERT ORDER  -  SECOND    CLASS 0
 CN2274
 CN2274.The horizontal coordinates were scaled from a topographic map and have
 CN2274.an estimated accuracy of +/- 6 seconds.
 CN2274
 CN2274.The orthometric height was determined by differential leveling
 CN2274.and adjusted by the National Geodetic Survey in June 1991..
 CN2274
 CN2274.The geoid height was determined by GEOID03.
 CN2274
 CN2274.The dynamic height is computed by dividing the NAVD 88
 CN2274.geopotential number by the normal gravity value computed on the
 CN2274.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2274.degrees latitude (g = 980.6199 gals.).
 CN2274
 CN2274.The modeled gravity was interpolated from observed gravity values.
 CN2274
 CN2274;                    North         East    Units  Estimated Accuracy
 CN2274;SPC AL W     -   237,770.      597,120.      MT  (+/- 180 meters Scaled)
 CN2274
 CN2274                          SUPERSEDED SURVEY CONTROL
 CN2274
 CN2274  NGVD 29 (??/??/92)   52.95   (m)          173.7    (f) COMPUTED    2 0
 CN2274
 CN2274.Superseded values are not recommended for survey control.
 CN2274.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2274.See file dsdata.txt to determine how the superseded data were derived.
 CN2274
 CN2274_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA499566(NAD 83)
 CN2274_MARKER: DB = BENCH MARK DISK
 CN2274_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2274_SP_SET: CULVERT
 CN2274_STAMPING: F 373 1951
 CN2274_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2274
 CN2274  HISTORY     - Date     Condition        Report By
 CN2274  HISTORY     - 1951     MONUMENTED       CGS
 CN2274
 CN2274                          STATION DESCRIPTION
 CN2274
 CN2274'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2274'0.6 MI SW FROM FLATWOOD.
 CN2274'IN MARENGO COUNTY, 0.6 MILE SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE
 CN2274'POST OFFICE AT FLATWOOD, WILCOX COUNTY, 0.5 MILE SOUTHWEST OF THE
 CN2274'MARENGO-WILCOX COUNTY LINE, AT A 6-FOOT CONCRETE-BOX CULVERT, IN THE
 CN2274'TOP OF THE SOUTHWEST END OF THE NORTHWEST HEAD WALL, 18 FEET NORTHWEST
 CN2274'OF THE CENTER LINE OF THE HIGHWAY, AND ABOUT 1-1/2 FEET LOWER THAN THE
 CN2274'HIGHWAY.  A STANDARD DISK, STAMPED F 373 1951.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2352 ***********************************************************************
 CN2352  DESIGNATION -  F 374
 CN2352  PID         -  CN2352
 CN2352  STATE/COUNTY-  AL/MARENGO
 CN2352  USGS QUAD   -  THOMASTON EAST (1968)
 CN2352
 CN2352                         *CURRENT SURVEY CONTROL
 CN2352  ___________________________________________________________________
 CN2352* NAD 83(1986)-  32 16 13.     (N)    087 30 10.     (W)     SCALED    
 CN2352* NAVD 88     -        59.800  (meters)     196.19   (feet)  ADJUSTED  
 CN2352  ___________________________________________________________________
 CN2352  GEOID HEIGHT-         -28.33  (meters)                     GEOID03
 CN2352  DYNAMIC HT  -          59.731 (meters)     195.97  (feet)  COMP
 CN2352  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CN2352
 CN2352  VERT ORDER  -  SECOND    CLASS 0
 CN2352
 CN2352.The horizontal coordinates were scaled from a topographic map and have
 CN2352.an estimated accuracy of +/- 6 seconds.
 CN2352
 CN2352.The orthometric height was determined by differential leveling
 CN2352.and adjusted by the National Geodetic Survey in June 1991..
 CN2352
 CN2352.The geoid height was determined by GEOID03.
 CN2352
 CN2352.The dynamic height is computed by dividing the NAVD 88
 CN2352.geopotential number by the normal gravity value computed on the
 CN2352.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2352.degrees latitude (g = 980.6199 gals.).
 CN2352
 CN2352.The modeled gravity was interpolated from observed gravity values.
 CN2352
 CN2352;                    North         East    Units  Estimated Accuracy
 CN2352;SPC AL W     -   251,690.      599,740.      MT  (+/- 180 meters Scaled)
 CN2352
 CN2352                          SUPERSEDED SURVEY CONTROL
 CN2352
 CN2352  NGVD 29 (??/??/92)   59.752  (m)          196.04   (f) ADJ UNCH    2 0
 CN2352
 CN2352.Superseded values are not recommended for survey control.
 CN2352.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2352.See file dsdata.txt to determine how the superseded data were derived.
 CN2352
 CN2352_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA526705(NAD 83)
 CN2352_MARKER: DB = BENCH MARK DISK
 CN2352_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2352_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2352_STAMPING: F 374 1951
 CN2352_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2352+STABILITY: SURFACE MOTION
 CN2352
 CN2352  HISTORY     - Date     Condition        Report By
 CN2352  HISTORY     - 1951     MONUMENTED       CGS
 CN2352
 CN2352                          STATION DESCRIPTION
 CN2352
 CN2352'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2352'7.05 MI E FROM THOMASTON.
 CN2352'ABOUT 4.9 MILES EAST ALONG STATE HIGHWAY 28 FROM THE INTERSECTION OF
 CN2352'STATE HIGHWAY 99 AT THOMASTON, THENCE ABOUT 2.15 MILES NORTHEAST ALONG
 CN2352'A GRAVEL ROAD, ABOUT 3.8 MILES WEST OF CROSSROADS AT CENTRAL MILL,
 CN2352'DALLAS COUNTY, ABOUT 0.7 MILE WEST OF A 120-FOOT WOODEN BRIDGE, ABOUT
 CN2352'120 YARDS NORTHEAST OF A 40-FOOT WOODEN BRIDGE, ON THE OUTSIDE AND AT
 CN2352'THE EAST END OF A CURVE WITH TANGENTS EXTENDING EAST AND SOUTHWEST, AT
 CN2352'THE JUNCTION OF A SAND ROAD LEADING NORTHWEST, 31 FEET NORTH OF CENTER
 CN2352'LINE OF ROAD, 22 FEET NORTHEAST OF CENTER LINE OF SAND ROAD, ABOUT 2
 CN2352'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN2352'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2313 ***********************************************************************
 CN2313  DESIGNATION -  F 375
 CN2313  PID         -  CN2313
 CN2313  STATE/COUNTY-  AL/MARENGO
 CN2313  USGS QUAD   -  OLD SPRING HILL (1970)
 CN2313
 CN2313                         *CURRENT SURVEY CONTROL
 CN2313  ___________________________________________________________________
 CN2313* NAD 83(1986)-  32 24 41.     (N)    087 45 04.     (W)     SCALED    
 CN2313* NAVD 88     -        76.395  (meters)     250.64   (feet)  ADJUSTED  
 CN2313  ___________________________________________________________________
 CN2313  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CN2313  DYNAMIC HT  -          76.306 (meters)     250.35  (feet)  COMP
 CN2313  MODELED GRAV-     979,482.7   (mgal)                       NAVD 88
 CN2313
 CN2313  VERT ORDER  -  SECOND    CLASS 0
 CN2313
 CN2313.The horizontal coordinates were scaled from a topographic map and have
 CN2313.an estimated accuracy of +/- 6 seconds.
 CN2313
 CN2313.The orthometric height was determined by differential leveling
 CN2313.and adjusted by the National Geodetic Survey in June 1991..
 CN2313
 CN2313.The geoid height was determined by GEOID03.
 CN2313
 CN2313.The dynamic height is computed by dividing the NAVD 88
 CN2313.geopotential number by the normal gravity value computed on the
 CN2313.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2313.degrees latitude (g = 980.6199 gals.).
 CN2313
 CN2313.The modeled gravity was interpolated from observed gravity values.
 CN2313
 CN2313;                    North         East    Units  Estimated Accuracy
 CN2313;SPC AL W     -   267,370.      576,380.      MT  (+/- 180 meters Scaled)
 CN2313
 CN2313                          SUPERSEDED SURVEY CONTROL
 CN2313
 CN2313  NGVD 29 (??/??/92)   76.359  (m)          250.52   (f) ADJ UNCH    2 0
 CN2313
 CN2313.Superseded values are not recommended for survey control.
 CN2313.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2313.See file dsdata.txt to determine how the superseded data were derived.
 CN2313
 CN2313_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA293862(NAD 83)
 CN2313_MARKER: DB = BENCH MARK DISK
 CN2313_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2313_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2313_STAMPING: F 375 1951
 CN2313_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2313+STABILITY: SURFACE MOTION
 CN2313
 CN2313  HISTORY     - Date     Condition        Report By
 CN2313  HISTORY     - 1951     MONUMENTED       CGS
 CN2313
 CN2313                          STATION DESCRIPTION
 CN2313
 CN2313'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2313'2.3 MI SE FROM SPRING HILL.
 CN2313'ABOUT 0.35 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION AT
 CN2313'SPRING HILL, THENCE ABOUT 1.95 MILES SOUTHEAST ALONG A GRADED DIRT
 CN2313'ROAD, ABOUT 0.1 MILE NORTHWEST OF ST. LUKES CHURCH, ON THE INSIDE OF A
 CN2313'CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, AT THE JUNCTION OF A
 CN2313'WOODS ROAD WEST, 30 FEET SOUTHWEST OF CENTER LINE OF ROAD, 21 FEET
 CN2313'SOUTH OF CENTER LINE OF WOODS ROAD, 19 FEET SOUTHEAST OF A TRIANGULAR
 CN2313'BLAZED 10-INCH PINE TREE, 16 FEET SOUTHWEST OF A LONE 24-INCH OAK
 CN2313'TREE, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 CN2313'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2338 ***********************************************************************
 CN2338  DESIGNATION -  F 376
 CN2338  PID         -  CN2338
 CN2338  STATE/COUNTY-  AL/MARENGO
 CN2338  USGS QUAD   -  THOMASTON WEST (1986)
 CN2338
 CN2338                         *CURRENT SURVEY CONTROL
 CN2338  ___________________________________________________________________
 CN2338* NAD 83(1986)-  32 20 03.     (N)    087 37 59.     (W)     SCALED    
 CN2338* NAVD 88     -        56.750  (meters)     186.19   (feet)  ADJUSTED  
 CN2338  ___________________________________________________________________
 CN2338  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 CN2338  DYNAMIC HT  -          56.685 (meters)     185.97  (feet)  COMP
 CN2338  MODELED GRAV-     979,479.9   (mgal)                       NAVD 88
 CN2338
 CN2338  VERT ORDER  -  SECOND    CLASS 0
 CN2338
 CN2338.The horizontal coordinates were scaled from a topographic map and have
 CN2338.an estimated accuracy of +/- 6 seconds.
 CN2338
 CN2338.The orthometric height was determined by differential leveling
 CN2338.and adjusted by the National Geodetic Survey in June 1991..
 CN2338
 CN2338.The geoid height was determined by GEOID03.
 CN2338
 CN2338.The dynamic height is computed by dividing the NAVD 88
 CN2338.geopotential number by the normal gravity value computed on the
 CN2338.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2338.degrees latitude (g = 980.6199 gals.).
 CN2338
 CN2338.The modeled gravity was interpolated from observed gravity values.
 CN2338
 CN2338;                    North         East    Units  Estimated Accuracy
 CN2338;SPC AL W     -   258,790.      587,470.      MT  (+/- 180 meters Scaled)
 CN2338
 CN2338                          SUPERSEDED SURVEY CONTROL
 CN2338
 CN2338  NGVD 29 (??/??/92)   56.710  (m)          186.06   (f) ADJ UNCH    2 0
 CN2338
 CN2338.Superseded values are not recommended for survey control.
 CN2338.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2338.See file dsdata.txt to determine how the superseded data were derived.
 CN2338
 CN2338_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA404776(NAD 83)
 CN2338_MARKER: DB = BENCH MARK DISK
 CN2338_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2338_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2338_STAMPING: F 376 1952
 CN2338_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2338+STABILITY: SURFACE MOTION
 CN2338
 CN2338  HISTORY     - Date     Condition        Report By
 CN2338  HISTORY     - 1952     MONUMENTED       CGS
 CN2338
 CN2338                          STATION DESCRIPTION
 CN2338
 CN2338'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2338'1.25 MI S FROM DAYTON.
 CN2338'ABOUT 1.25 MILES SOUTH ALONG STATE HIGHWAY 99 FROM THE POST OFFICE AT
 CN2338'DAYTON, ABOUT 0.3 MILE SOUTH OF A SCHOOL, ABOUT 0.8 MILE NORTH OF THE
 CN2338'NORTH ONE OF TWO CONCRETE BRIDGES, ON THE SOUTH SLOPE OF A HILL, AT
 CN2338'THE JUNCTION OF A DRIVE EAST TO A MODERN LOG FARM HOUSE, 52 FEET EAST
 CN2338'OF CENTER LINE OF HIGHWAY, 22 FEET NORTH OF CENTER LINE OF DRIVE, 11
 CN2338'FEET NORTH OF A FENCE CORNER, 1 FOOT WEST OF A FENCE LINE, 2 FEET
 CN2338'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 CN2338'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1933 ***********************************************************************
 CN1933  DESIGNATION -  F 377
 CN1933  PID         -  CN1933
 CN1933  STATE/COUNTY-  AL/DALLAS
 CN1933  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN1933
 CN1933                         *CURRENT SURVEY CONTROL
 CN1933  ___________________________________________________________________
 CN1933* NAD 83(1986)-  32 24 25.     (N)    087 25 05.     (W)     SCALED    
 CN1933* NAVD 88     -        67.373  (meters)     221.04   (feet)  ADJUSTED  
 CN1933  ___________________________________________________________________
 CN1933  GEOID HEIGHT-         -28.54  (meters)                     GEOID03
 CN1933  DYNAMIC HT  -          67.295 (meters)     220.78  (feet)  COMP
 CN1933  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CN1933
 CN1933  VERT ORDER  -  SECOND    CLASS 0
 CN1933
 CN1933.The horizontal coordinates were scaled from a topographic map and have
 CN1933.an estimated accuracy of +/- 6 seconds.
 CN1933
 CN1933.The orthometric height was determined by differential leveling
 CN1933.and adjusted by the National Geodetic Survey in June 1991..
 CN1933
 CN1933.The geoid height was determined by GEOID03.
 CN1933
 CN1933.The dynamic height is computed by dividing the NAVD 88
 CN1933.geopotential number by the normal gravity value computed on the
 CN1933.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1933.degrees latitude (g = 980.6199 gals.).
 CN1933
 CN1933.The modeled gravity was interpolated from observed gravity values.
 CN1933
 CN1933;                    North         East    Units  Estimated Accuracy
 CN1933;SPC AL W     -   266,850.      607,710.      MT  (+/- 180 meters Scaled)
 CN1933
 CN1933                          SUPERSEDED SURVEY CONTROL
 CN1933
 CN1933  NGVD 29 (??/??/92)   67.316  (m)          220.85   (f) ADJ UNCH    2 0
 CN1933
 CN1933.Superseded values are not recommended for survey control.
 CN1933.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1933.See file dsdata.txt to determine how the superseded data were derived.
 CN1933
 CN1933_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA606856(NAD 83)
 CN1933_MARKER: DB = BENCH MARK DISK
 CN1933_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1933_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1933_STAMPING: F 377 1952
 CN1933_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1933+STABILITY: SURFACE MOTION
 CN1933
 CN1933  HISTORY     - Date     Condition        Report By
 CN1933  HISTORY     - 1952     MONUMENTED       CGS
 CN1933
 CN1933                          STATION DESCRIPTION
 CN1933
 CN1933'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN1933'6.5 MI SE FROM UNIONTOWN.
 CN1933'ABOUT 3.65 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SOUTHERN
 CN1933'RAILWAY STATION AT UNIONTOWN, THENCE ABOUT 2.85 MILES EAST ALONG A
 CN1933'GRAVEL ROAD, ABOUT 0.2 MILE EAST OF A CHURCH, ON THE OUTSIDE OF A LONG
 CN1933'CURVE WITH TANGENTS EXTENDING WEST AND SOUTHEAST, AT THE JUNCTION OF A
 CN1933'ROAD NORTH, 35 FEET NORTHEAST OF CENTER LINE OF ROAD, 48 FEET EAST OF
 CN1933'CENTER LINE OF ROAD NORTH, 1 FOOT SOUTHWEST OF A FENCE LINE, 57 FEET
 CN1933'EAST-SOUTHEAST OF THE SOUTHEAST END OF AN 18-INCH PIPE CULVERT UNDER
 CN1933'ROAD NORTH, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN1933'LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CN1933'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0703 ***********************************************************************
 CM0703  DESIGNATION -  F 378
 CM0703  PID         -  CM0703
 CM0703  STATE/COUNTY-  AL/LEE
 CM0703  USGS QUAD   -  BLEECKER (1973)
 CM0703
 CM0703                         *CURRENT SURVEY CONTROL
 CM0703  ___________________________________________________________________
 CM0703* NAD 83(1986)-  32 30 32.     (N)    085 10 20.     (W)     SCALED    
 CM0703* NAVD 88     -       134.859  (meters)     442.45   (feet)  ADJUSTED  
 CM0703  ___________________________________________________________________
 CM0703  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 CM0703  DYNAMIC HT  -         134.703 (meters)     441.94  (feet)  COMP
 CM0703  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 CM0703
 CM0703  VERT ORDER  -  SECOND    CLASS 0
 CM0703
 CM0703.The horizontal coordinates were scaled from a topographic map and have
 CM0703.an estimated accuracy of +/- 6 seconds.
 CM0703
 CM0703.The orthometric height was determined by differential leveling
 CM0703.and adjusted by the National Geodetic Survey in June 1991..
 CM0703
 CM0703.The geoid height was determined by GEOID03.
 CM0703
 CM0703.The dynamic height is computed by dividing the NAVD 88
 CM0703.geopotential number by the normal gravity value computed on the
 CM0703.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0703.degrees latitude (g = 980.6199 gals.).
 CM0703
 CM0703.The modeled gravity was interpolated from observed gravity values.
 CM0703
 CM0703;                    North         East    Units  Estimated Accuracy
 CM0703;SPC AL E     -   222,930.      262,120.      MT  (+/- 180 meters Scaled)
 CM0703
 CM0703                          SUPERSEDED SURVEY CONTROL
 CM0703
 CM0703  NGVD 29 (??/??/92)  134.856  (m)          442.44   (f) ADJ UNCH    2 0
 CM0703
 CM0703.Superseded values are not recommended for survey control.
 CM0703.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0703.See file dsdata.txt to determine how the superseded data were derived.
 CM0703
 CM0703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA716983(NAD 83)
 CM0703_MARKER: DB = BENCH MARK DISK
 CM0703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0703_STAMPING: F 378 1952
 CM0703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0703+STABILITY: SURFACE MOTION
 CM0703
 CM0703  HISTORY     - Date     Condition        Report By
 CM0703  HISTORY     - 1952     MONUMENTED       CGS
 CM0703
 CM0703                          STATION DESCRIPTION
 CM0703
 CM0703'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0703'AT J C MEADOWS CROSSROAD.
 CM0703'AT J.C. MEADOWS CROSSROAD, 39 FEET SOUTH OF CENTER LINE OF
 CM0703'BLACK TOP ROAD, 25 FEET EAST OF CENTER LINE OF ROAD SOUTH,
 CM0703'139 1/2 FEET SOUTHEAST AND ACROSS INTERSECTION FROM SOUTHEAST
 CM0703'CORNER OF CORBETTS CASH STORE, 1 1/2 FEET WEST OF A TELEPHONE
 CM0703'POLE, 33 1/2 FEET NORTH OF A 12-INCH HICKORY TREE, ABOUT 2 FEET
 CM0703'BELOW ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0703'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0982 ***********************************************************************
 CM0982  DESIGNATION -  F 379
 CM0982  PID         -  CM0982
 CM0982  STATE/COUNTY-  AL/RUSSELL
 CM0982  USGS QUAD   -  HATCHECHUBBEE (1985)
 CM0982
 CM0982                         *CURRENT SURVEY CONTROL
 CM0982  ___________________________________________________________________
 CM0982* NAD 83(1986)-  32 21 06.     (N)    085 18 10.     (W)     SCALED    
 CM0982* NAVD 88     -       164.750  (meters)     540.52   (feet)  ADJUSTED  
 CM0982  ___________________________________________________________________
 CM0982  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CM0982  DYNAMIC HT  -         164.559 (meters)     539.89  (feet)  COMP
 CM0982  MODELED GRAV-     979,476.8   (mgal)                       NAVD 88
 CM0982
 CM0982  VERT ORDER  -  SECOND    CLASS 0
 CM0982
 CM0982.The horizontal coordinates were scaled from a topographic map and have
 CM0982.an estimated accuracy of +/- 6 seconds.
 CM0982
 CM0982.The orthometric height was determined by differential leveling
 CM0982.and adjusted by the National Geodetic Survey in June 1991..
 CM0982
 CM0982.The geoid height was determined by GEOID03.
 CM0982
 CM0982.The dynamic height is computed by dividing the NAVD 88
 CM0982.geopotential number by the normal gravity value computed on the
 CM0982.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0982.degrees latitude (g = 980.6199 gals.).
 CM0982
 CM0982.The modeled gravity was interpolated from observed gravity values.
 CM0982
 CM0982;                    North         East    Units  Estimated Accuracy
 CM0982;SPC AL E     -   205,420.      249,940.      MT  (+/- 180 meters Scaled)
 CM0982
 CM0982                          SUPERSEDED SURVEY CONTROL
 CM0982
 CM0982  NGVD 29 (??/??/92)  164.748  (m)          540.51   (f) ADJ UNCH    2 0
 CM0982
 CM0982.Superseded values are not recommended for survey control.
 CM0982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0982.See file dsdata.txt to determine how the superseded data were derived.
 CM0982
 CM0982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA597806(NAD 83)
 CM0982_MARKER: DB = BENCH MARK DISK
 CM0982_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0982_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0982_STAMPING: F 379 1952
 CM0982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0982+STABILITY: SURFACE MOTION
 CM0982
 CM0982  HISTORY     - Date     Condition        Report By
 CM0982  HISTORY     - 1952     MONUMENTED       CGS
 CM0982  HISTORY     - 1967     GOOD             NGS
 CM0982
 CM0982                          STATION DESCRIPTION
 CM0982
 CM0982'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CM0982'3.8 MI E FROM UCHEE.
 CM0982'ABOUT 3.75 MILES EAST ALONG A BLACK TOP ROAD FROM UCHEE, ABOUT 0.2
 CM0982'MILE WEST OF THE ROAD JUNCTION SOUTHEAST TO HATCHECHUBBEE, ABOUT
 CM0982'150 FEET SOUTH OF THE NEW ROAD, 34 FEET SOUTH OF THE CENTER OF THE
 CM0982'OLD ROAD, 9 FEET NORTHEAST OF THE CENTER OF A DIM ROAD LEADING
 CM0982'SOUTHEAST, 9 FEET WEST OF THE CENTER OF A CONNECTION ROAD, AND 1
 CM0982'FOOT NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK,
 CM0982'STAMPED F 379 1952 SET IN THE TOP OF A 12-INCH SQUARE CONCRETE
 CM0982'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1067 ***********************************************************************
 EE1067  DESIGNATION -  F 38
 EE1067  PID         -  EE1067
 EE1067  STATE/COUNTY-  AL/CHEROKEE
 EE1067  USGS QUAD   -  CEDAR BLUFF (1986)
 EE1067
 EE1067                         *CURRENT SURVEY CONTROL
 EE1067  ___________________________________________________________________
 EE1067* NAD 83(1992)-  34 13 09.43954(N)    085 36 46.56127(W)     ADJUSTED  
 EE1067* NAVD 88     -       177.899  (meters)     583.66   (feet)  ADJUSTED  
 EE1067  ___________________________________________________________________
 EE1067  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 EE1067  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE1067  DYNAMIC HT  -         177.716 (meters)     583.06  (feet)  COMP
 EE1067  MODELED GRAV-     979,606.5   (mgal)                       NAVD 88
 EE1067
 EE1067  HORZ ORDER  -  THIRD
 EE1067  VERT ORDER  -  SECOND    CLASS 0
 EE1067
 EE1067.The horizontal coordinates were established by GPS observations
 EE1067.and adjusted by the National Geodetic Survey in December 1992..
 EE1067
 EE1067.The orthometric height was determined by differential leveling
 EE1067.and adjusted by the National Geodetic Survey in June 1991..
 EE1067
 EE1067.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE1067
 EE1067.The geoid height was determined by GEOID03.
 EE1067
 EE1067.The dynamic height is computed by dividing the NAVD 88
 EE1067.geopotential number by the normal gravity value computed on the
 EE1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1067.degrees latitude (g = 980.6199 gals.).
 EE1067
 EE1067.The modeled gravity was interpolated from observed gravity values.
 EE1067
 EE1067;                    North         East     Units Scale Factor Converg.
 EE1067;SPC AL E     -   412,449.645   220,308.309   MT  0.99996508   +0 07 26.2
 EE1067;UTM  16      - 3,787,340.537   627,767.100   MT  0.99980123   +0 46 48.5
 EE1067
 EE1067!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE1067!SPC AL E     -   0.99997662  x   0.99996508  =   0.99994170
 EE1067!UTM  16      -   0.99997662  x   0.99980123  =   0.99977785
 EE1067
 EE1067                          SUPERSEDED SURVEY CONTROL
 EE1067
 EE1067  NAD 83(1986)-  34 13 09.44537(N)    085 36 46.56335(W) AD(       ) 3
 EE1067  NAD 27      -  34 13 09.10542(N)    085 36 46.69647(W) AD(       ) 3
 EE1067  NGVD 29 (??/??/92)  177.866  (m)          583.55   (f) ADJ UNCH    2 0
 EE1067
 EE1067.Superseded values are not recommended for survey control.
 EE1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1067.See file dsdata.txt to determine how the superseded data were derived.
 EE1067
 EE1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2776787341(NAD 83)
 EE1067_MARKER: DB = BENCH MARK DISK
 EE1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1067_SP_SET: SQUARE CONCRETE MONUMENT
 EE1067_STAMPING: F 38 1934
 EE1067_MARK LOGO: CGS   
 EE1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1067+STABILITY: SURFACE MOTION
 EE1067_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EE1067+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 EE1067
 EE1067  HISTORY     - Date     Condition        Report By
 EE1067  HISTORY     - 1934     MONUMENTED       CGS
 EE1067  HISTORY     - 1947     GOOD             NGS
 EE1067  HISTORY     - 19870616 GOOD             NGS
 EE1067  HISTORY     - 20050616 GOOD             TVA
 EE1067
 EE1067                          STATION DESCRIPTION
 EE1067
 EE1067'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EE1067'AT CEDAR BLUFF.
 EE1067'AT CEDAR BLUFF, ABOUT 0.3 MILE WEST ALONG THE SOUTHERN RAILWAY
 EE1067'FROM THE STATION AT CEDAR BLUFF, IN THE SOUTHEAST ANGLE OF A DIRT
 EE1067'ROAD CROSSING, 15.5 FEET EAST OF THE CENTER LINE OF THE ROAD,
 EE1067'20.7 FEET SOUTH OF THE SOUTH RAIL, 4.5 FEET SOUTHEAST OF THE
 EE1067'CROSSING WARNING SIGN, 31 FEET NORTHWEST OF A 16-INCH CEDAR TREE,
 EE1067'ABOUT IN LINE WITH THE ROW OF TELEGRAPH POLES, 1.5 FEET SOUTH OF
 EE1067'A WHITE WOODEN WITNESS POST, ABOUT 1.5 FEET ABOVE THE CROSSING
 EE1067'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 EE1067
 EE1067                          STATION RECOVERY (1987)
 EE1067
 EE1067'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 EE1067'THE STATION IS LOCATED IN CEDAR BLUFF IN THE SOUTHEAST ANGLE OF
 EE1067'SPRING STREET AND MCELRATH STREET.
 EE1067'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAYS 68 AND 9 IN
 EE1067'CEDAR BLUFF, GO NORTH ON HIGHWAY 9 FOR 0.2 KM (0.1 MI) TO SPRING
 EE1067'STREET ON LEFT AT WATER TOWER.  TURN LEFT ON SPRING STREET, GO
 EE1067'WESTERLY FOR 0.4 KM (0.25 MI) TO A Y FORK, KEEP RIGHT ON SPRING
 EE1067'STREET AND GO 0.1 KM (0.05 MI) TO THE STATION ON RIGHT AT JUNCTION
 EE1067'OF MCELRATH STREET (NO SIGN).
 EE1067'THE MARK PROJECTS 2 INCHES ABOVE THE GROUND AND IS LOCATED 11.5
 EE1067'METERS (38.0 FT) SOUTHEAST FROM CENTER OF MCELRATH STREET, 9.1
 EE1067'METERS (30.0 FT) WEST FROM A LARGE CEDAR TREE, 6.1 METERS (20.0 FT)
 EE1067'EAST-NORTHEAST FROM THE CENTER OF SPRING STREET, 0.6 METER (2.O FT)
 EE1067'SOUTHEAST FROM UTILITY POLE NUMBER 527 AND 0.3 METER (1.0 FT)
 EE1067'SOUTHEAST OF A WITNESS POST.
 EE1067'DESCRIBED BY K.R.W., TYPED BY E.D.W.
 EE1067
 EE1067                          STATION RECOVERY (2005)
 EE1067
 EE1067'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2005 (CDM)
 EE1067'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0967 ***********************************************************************
 CM0967  DESIGNATION -  F 380
 CM0967  PID         -  CM0967
 CM0967  STATE/COUNTY-  AL/RUSSELL
 CM0967  USGS QUAD   -  CRAWFORD (1984)
 CM0967
 CM0967                         *CURRENT SURVEY CONTROL
 CM0967  ___________________________________________________________________
 CM0967* NAD 83(1986)-  32 23 46.     (N)    085 09 19.     (W)     SCALED    
 CM0967* NAVD 88     -        92.804  (meters)     304.47   (feet)  ADJUSTED  
 CM0967  ___________________________________________________________________
 CM0967  GEOID HEIGHT-         -27.37  (meters)                     GEOID03
 CM0967  DYNAMIC HT  -          92.697 (meters)     304.12  (feet)  COMP
 CM0967  MODELED GRAV-     979,484.7   (mgal)                       NAVD 88
 CM0967
 CM0967  VERT ORDER  -  SECOND    CLASS 0
 CM0967
 CM0967.The horizontal coordinates were scaled from a topographic map and have
 CM0967.an estimated accuracy of +/- 6 seconds.
 CM0967
 CM0967.The orthometric height was determined by differential leveling
 CM0967.and adjusted by the National Geodetic Survey in June 1991..
 CM0967
 CM0967.The geoid height was determined by GEOID03.
 CM0967
 CM0967.The dynamic height is computed by dividing the NAVD 88
 CM0967.geopotential number by the normal gravity value computed on the
 CM0967.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0967.degrees latitude (g = 980.6199 gals.).
 CM0967
 CM0967.The modeled gravity was interpolated from observed gravity values.
 CM0967
 CM0967;                    North         East    Units  Estimated Accuracy
 CM0967;SPC AL E     -   210,430.      263,790.      MT  (+/- 180 meters Scaled)
 CM0967
 CM0967                          SUPERSEDED SURVEY CONTROL
 CM0967
 CM0967  NGVD 29 (??/??/92)   92.816  (m)          304.51   (f) ADJ UNCH    2 0
 CM0967
 CM0967.Superseded values are not recommended for survey control.
 CM0967.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0967.See file dsdata.txt to determine how the superseded data were derived.
 CM0967
 CM0967_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA735858(NAD 83)
 CM0967_MARKER: DB = BENCH MARK DISK
 CM0967_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM0967_SP_SET: ABUTMENT
 CM0967_STAMPING: F 380 1952
 CM0967_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM0967
 CM0967  HISTORY     - Date     Condition        Report By
 CM0967  HISTORY     - 1952     MONUMENTED       CGS
 CM0967
 CM0967                          STATION DESCRIPTION
 CM0967
 CM0967'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0967'10.4 MI SW FROM PHENIX CITY.
 CM0967'ABOUT 10.45 MILES SOUTHWEST ALONG A BLACK TOP ROAD (SANDFORT ROAD
 CM0967'EXTENDED) FROM ITS JUNCTION WITH 9TH AVENUE AT PHENIX CITY, ABOUT
 CM0967'0.3 MILE NORTHEAST OF A CHURCH AND CEMETERY, ABOUT 0.3 MILE
 CM0967'SOUTHWEST OF A SCHOOL FOR COLORED, IN THE TOP OF THE SOUTH END
 CM0967'OF THE EAST ABUTMENT OF A 120-FOOT CONCRETE BRIDGE, 15 FEET SOUTH
 CM0967'OF CENTER LINE OF ROAD AND ABOUT 1 FOOT ABOVE LEVEL OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0725 ***********************************************************************
 BT0725  DESIGNATION -  F 382
 BT0725  PID         -  BT0725
 BT0725  STATE/COUNTY-  AL/BARBOUR
 BT0725  USGS QUAD   -  BAKER HILL (1968)
 BT0725
 BT0725                         *CURRENT SURVEY CONTROL
 BT0725  ___________________________________________________________________
 BT0725* NAD 83(1986)-  31 49 57.     (N)    085 20 11.     (W)     SCALED    
 BT0725* NAVD 88     -       145.578  (meters)     477.62   (feet)  ADJUSTED  
 BT0725  ___________________________________________________________________
 BT0725  GEOID HEIGHT-         -26.14  (meters)                     GEOID03
 BT0725  DYNAMIC HT  -         145.408 (meters)     477.06  (feet)  COMP
 BT0725  MODELED GRAV-     979,468.8   (mgal)                       NAVD 88
 BT0725
 BT0725  VERT ORDER  -  SECOND    CLASS 0
 BT0725
 BT0725.The horizontal coordinates were scaled from a topographic map and have
 BT0725.an estimated accuracy of +/- 6 seconds.
 BT0725
 BT0725.The orthometric height was determined by differential leveling
 BT0725.and adjusted by the National Geodetic Survey in June 1991..
 BT0725
 BT0725.The geoid height was determined by GEOID03.
 BT0725
 BT0725.The dynamic height is computed by dividing the NAVD 88
 BT0725.geopotential number by the normal gravity value computed on the
 BT0725.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0725.degrees latitude (g = 980.6199 gals.).
 BT0725
 BT0725.The modeled gravity was interpolated from observed gravity values.
 BT0725
 BT0725;                    North         East    Units  Estimated Accuracy
 BT0725;SPC AL E     -   147,840.      247,040.      MT  (+/- 180 meters Scaled)
 BT0725
 BT0725                          SUPERSEDED SURVEY CONTROL
 BT0725
 BT0725  NGVD 29 (??/??/92)  145.614  (m)          477.74   (f) ADJ UNCH    2 0
 BT0725
 BT0725.Superseded values are not recommended for survey control.
 BT0725.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0725.See file dsdata.txt to determine how the superseded data were derived.
 BT0725
 BT0725_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA574230(NAD 83)
 BT0725_MARKER: DB = BENCH MARK DISK
 BT0725_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0725_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0725_STAMPING: F 382 1952
 BT0725_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0725+STABILITY: SURFACE MOTION
 BT0725
 BT0725  HISTORY     - Date     Condition        Report By
 BT0725  HISTORY     - 1952     MONUMENTED       CGS
 BT0725
 BT0725                          STATION DESCRIPTION
 BT0725
 BT0725'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0725'4.4 MI NW FROM BAKERHILL.
 BT0725'ABOUT 4.45 MILES NORTHWEST ALONG A BLACK TOP ROAD AND A ROAD NOW
 BT0725'UNDER CONSTRUCTION FROM THE INTERSECTION OF STATE HIGHWAY 131
 BT0725'AT BAKERHILL, ABOUT 160 YARDS NORTH OF THE TOP OF A GRADE, ABOUT 0.8
 BT0725'MILE SOUTHEAST OF OLD JUDSON CHURCH AT GAINO, 40 FEET EAST OF
 BT0725'CENTER LINE OF ROAD, 1 FOOT WEST OF A WIRE FENCE, 139 FEET
 BT0725'SOUTHEAST AND ACROSS ROAD FROM SOUTHEAST CORNER OF A FARM HOUSE,
 BT0725'17 1/2 FEET NORTH OF A 20-INCH PINE TREE WHICH IS IN A FENCE LINE,
 BT0725'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 BT0725'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0744 ***********************************************************************
 BT0744  DESIGNATION -  F 383
 BT0744  PID         -  BT0744
 BT0744  STATE/COUNTY-  AL/BARBOUR
 BT0744  USGS QUAD   -  EUFAULA SOUTH (1981)
 BT0744
 BT0744                         *CURRENT SURVEY CONTROL
 BT0744  ___________________________________________________________________
 BT0744* NAD 83(1986)-  31 48 31.     (N)    085 13 57.     (W)     SCALED    
 BT0744* NAVD 88     -       125.935  (meters)     413.17   (feet)  ADJUSTED  
 BT0744  ___________________________________________________________________
 BT0744  GEOID HEIGHT-         -26.17  (meters)                     GEOID03
 BT0744  DYNAMIC HT  -         125.787 (meters)     412.69  (feet)  COMP
 BT0744  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 BT0744
 BT0744  VERT ORDER  -  SECOND    CLASS 0
 BT0744
 BT0744.The horizontal coordinates were scaled from a topographic map and have
 BT0744.an estimated accuracy of +/- 6 seconds.
 BT0744
 BT0744.The orthometric height was determined by differential leveling
 BT0744.and adjusted by the National Geodetic Survey in June 1991..
 BT0744
 BT0744.The geoid height was determined by GEOID03.
 BT0744
 BT0744.The dynamic height is computed by dividing the NAVD 88
 BT0744.geopotential number by the normal gravity value computed on the
 BT0744.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0744.degrees latitude (g = 980.6199 gals.).
 BT0744
 BT0744.The modeled gravity was interpolated from observed gravity values.
 BT0744
 BT0744;                    North         East    Units  Estimated Accuracy
 BT0744;SPC AL E     -   145,240.      256,890.      MT  (+/- 180 meters Scaled)
 BT0744
 BT0744                          SUPERSEDED SURVEY CONTROL
 BT0744
 BT0744  NGVD 29 (??/??/92)  125.979  (m)          413.32   (f) ADJ UNCH    2 0
 BT0744
 BT0744.Superseded values are not recommended for survey control.
 BT0744.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0744.See file dsdata.txt to determine how the superseded data were derived.
 BT0744
 BT0744_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA673205(NAD 83)
 BT0744_MARKER: DB = BENCH MARK DISK
 BT0744_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0744_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0744_STAMPING: F 383 1952
 BT0744_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0744+STABILITY: SURFACE MOTION
 BT0744
 BT0744  HISTORY     - Date     Condition        Report By
 BT0744  HISTORY     - 1952     MONUMENTED       CGS
 BT0744  HISTORY     - 1961     GOOD             NGS
 BT0744
 BT0744                          STATION DESCRIPTION
 BT0744
 BT0744'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BT0744'4.7 MI NE FROM BAKERHILL.
 BT0744'LOCATED 3.6 MILES NORTHEAST ALONG STATE HIGHWAY 131 FROM THE
 BT0744'CROSSROAD AND POST OFFICE AT BAKERHILL, THENCE NORTH ALONG A
 BT0744'BLACK TOP ROAD TO THE MARK ON THE RIGHT, ABOUT 100 YARDS
 BT0744'NORTHEAST OF THE W.W. BROWN HOUSE.  IT IS 1 FOOT NORTH OF A
 BT0744'FENCE LINE, 65 FEET SOUTHEAST OF THE ROAD, 24 FEET SOUTHWEST
 BT0744'OF THE SOUTHWEST END OF A GATE AND A 2-FOOT PINE TREE, 31 FEET
 BT0744'SOUTHWEST OF A DIM WOODS ROAD AND 1 FOOT WEST OF A METAL WITNESS
 BT0744'POST.  IT IS A STANDARD DISK SET IN THE TOP OF A 12-INCH ROUND
 BT0744'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0750 ***********************************************************************
 BT0750  DESIGNATION -  F 384
 BT0750  PID         -  BT0750
 BT0750  STATE/COUNTY-  AL/BARBOUR
 BT0750  USGS QUAD   -  BAKER HILL (1968)
 BT0750
 BT0750                         *CURRENT SURVEY CONTROL
 BT0750  ___________________________________________________________________
 BT0750* NAD 83(1986)-  31 46 55.     (N)    085 19 50.     (W)     SCALED    
 BT0750* NAVD 88     -       151.777  (meters)     497.95   (feet)  ADJUSTED  
 BT0750  ___________________________________________________________________
 BT0750  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BT0750  DYNAMIC HT  -         151.598 (meters)     497.37  (feet)  COMP
 BT0750  MODELED GRAV-     979,458.8   (mgal)                       NAVD 88
 BT0750
 BT0750  VERT ORDER  -  SECOND    CLASS 0
 BT0750
 BT0750.The horizontal coordinates were scaled from a topographic map and have
 BT0750.an estimated accuracy of +/- 6 seconds.
 BT0750
 BT0750.The orthometric height was determined by differential leveling
 BT0750.and adjusted by the National Geodetic Survey in June 1991..
 BT0750
 BT0750.The geoid height was determined by GEOID03.
 BT0750
 BT0750.The dynamic height is computed by dividing the NAVD 88
 BT0750.geopotential number by the normal gravity value computed on the
 BT0750.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0750.degrees latitude (g = 980.6199 gals.).
 BT0750
 BT0750.The modeled gravity was interpolated from observed gravity values.
 BT0750
 BT0750;                    North         East    Units  Estimated Accuracy
 BT0750;SPC AL E     -   142,240.      247,620.      MT  (+/- 180 meters Scaled)
 BT0750
 BT0750                          SUPERSEDED SURVEY CONTROL
 BT0750
 BT0750  NGVD 29 (??/??/92)  151.817  (m)          498.09   (f) ADJ UNCH    2 0
 BT0750
 BT0750.Superseded values are not recommended for survey control.
 BT0750.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0750.See file dsdata.txt to determine how the superseded data were derived.
 BT0750
 BT0750_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA580174(NAD 83)
 BT0750_MARKER: DB = BENCH MARK DISK
 BT0750_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0750_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0750_STAMPING: F 384 1952
 BT0750_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0750+STABILITY: SURFACE MOTION
 BT0750
 BT0750  HISTORY     - Date     Condition        Report By
 BT0750  HISTORY     - 1952     MONUMENTED       CGS
 BT0750
 BT0750                          STATION DESCRIPTION
 BT0750
 BT0750'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0750'1.8 MI W FROM BAKERHILL.
 BT0750'ABOUT 0.25 MILE NORTH ALONG A BLACK TOP ROAD FROM THE POST
 BT0750'OFFICE AND INTERSECTION OF STATE HIGHWAY 131 AT BAKERHILL,
 BT0750'THENCE ABOUT 1.5 MILES WEST ALONG A GRADED ROAD, ABOUT 0.1 MILE
 BT0750'SOUTHWEST OF THE TOP OF A GRADE, 29 FEET SOUTHEAST OF CENTER
 BT0750'LINE OF ROAD, 127 FEET NORTHEAST OF SOUTHEAST END OF A 24-INCH
 BT0750'PIPE CULVERT AND BOTTOM OF GRADES, 1 FOOT WEST OF A GARDEN
 BT0750'FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT
 BT0750'1/2 FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 BT0750'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0936 ***********************************************************************
 CM0936  DESIGNATION -  F 385
 CM0936  PID         -  CM0936
 CM0936  STATE/COUNTY-  AL/BARBOUR
 CM0936  USGS QUAD   -  BATESVILLE (1973)
 CM0936
 CM0936                         *CURRENT SURVEY CONTROL
 CM0936  ___________________________________________________________________
 CM0936* NAD 83(1986)-  32 01 05.     (N)    085 19 01.     (W)     SCALED    
 CM0936* NAVD 88     -        75.765  (meters)     248.57   (feet)  ADJUSTED  
 CM0936  ___________________________________________________________________
 CM0936  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM0936  DYNAMIC HT  -          75.677 (meters)     248.28  (feet)  COMP
 CM0936  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 CM0936
 CM0936  VERT ORDER  -  SECOND    CLASS 0
 CM0936
 CM0936.The horizontal coordinates were scaled from a topographic map and have
 CM0936.an estimated accuracy of +/- 6 seconds.
 CM0936
 CM0936.The orthometric height was determined by differential leveling
 CM0936.and adjusted by the National Geodetic Survey in June 1991..
 CM0936
 CM0936.The geoid height was determined by GEOID03.
 CM0936
 CM0936.The dynamic height is computed by dividing the NAVD 88
 CM0936.geopotential number by the normal gravity value computed on the
 CM0936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0936.degrees latitude (g = 980.6199 gals.).
 CM0936
 CM0936.The modeled gravity was interpolated from observed gravity values.
 CM0936
 CM0936;                    North         East    Units  Estimated Accuracy
 CM0936;SPC AL E     -   168,420.      248,780.      MT  (+/- 180 meters Scaled)
 CM0936
 CM0936                          SUPERSEDED SURVEY CONTROL
 CM0936
 CM0936  NGVD 29 (??/??/92)   75.790  (m)          248.65   (f) ADJ UNCH    2 0
 CM0936
 CM0936.Superseded values are not recommended for survey control.
 CM0936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0936.See file dsdata.txt to determine how the superseded data were derived.
 CM0936
 CM0936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA589436(NAD 83)
 CM0936_MARKER: DB = BENCH MARK DISK
 CM0936_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0936_SP_SET: CULVERT
 CM0936_STAMPING: F 385 1952
 CM0936_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0936
 CM0936  HISTORY     - Date     Condition        Report By
 CM0936  HISTORY     - 1952     MONUMENTED       CGS
 CM0936
 CM0936                          STATION DESCRIPTION
 CM0936
 CM0936'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0936'1 MI N FROM BATESVILLE.
 CM0936'ABOUT 0.6 MILE NORTHEAST ALONG A GRADED ROAD FROM THE CENTRAL OF
 CM0936'GEORGIA RAILWAY STATION AT BATESVILLE, THENCE ABOUT 0.45 MILE WEST
 CM0936'ALONG U.S. HIGHWAY 82, ABOUT 0.15 MILE WEST OF WEST END OF A
 CM0936'HIGHWAY BRIDGE OVER SOUTH FORK OF COWIKEE CREEK, IN THE TOP OF THE
 CM0936'WEST END OF THE NORTH HEAD WALL OF A 5-FOOT CONCRETE CULVERT, 14
 CM0936'FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1000 ***********************************************************************
 CM1000  DESIGNATION -  F 387
 CM1000  PID         -  CM1000
 CM1000  STATE/COUNTY-  AL/LEE
 CM1000  USGS QUAD   -  CRAWFORD (1984)
 CM1000
 CM1000                         *CURRENT SURVEY CONTROL
 CM1000  ___________________________________________________________________
 CM1000* NAD 83(1986)-  32 29 48.     (N)    085 10 28.     (W)     SCALED    
 CM1000* NAVD 88     -       101.811  (meters)     334.02   (feet)  ADJUSTED  
 CM1000  ___________________________________________________________________
 CM1000  GEOID HEIGHT-         -27.83  (meters)                     GEOID03
 CM1000  DYNAMIC HT  -         101.694 (meters)     333.64  (feet)  COMP
 CM1000  MODELED GRAV-     979,484.9   (mgal)                       NAVD 88
 CM1000
 CM1000  VERT ORDER  -  SECOND    CLASS 0
 CM1000
 CM1000.The horizontal coordinates were scaled from a topographic map and have
 CM1000.an estimated accuracy of +/- 6 seconds.
 CM1000
 CM1000.The orthometric height was determined by differential leveling
 CM1000.and adjusted by the National Geodetic Survey in June 1991..
 CM1000
 CM1000.The geoid height was determined by GEOID03.
 CM1000
 CM1000.The dynamic height is computed by dividing the NAVD 88
 CM1000.geopotential number by the normal gravity value computed on the
 CM1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1000.degrees latitude (g = 980.6199 gals.).
 CM1000
 CM1000.The modeled gravity was interpolated from observed gravity values.
 CM1000
 CM1000;                    North         East    Units  Estimated Accuracy
 CM1000;SPC AL E     -   221,570.      261,920.      MT  (+/- 180 meters Scaled)
 CM1000
 CM1000                          SUPERSEDED SURVEY CONTROL
 CM1000
 CM1000  NGVD 29 (??/??/92)  101.811  (m)          334.02   (f) ADJ UNCH    2 0
 CM1000
 CM1000.Superseded values are not recommended for survey control.
 CM1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1000.See file dsdata.txt to determine how the superseded data were derived.
 CM1000
 CM1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA715969(NAD 83)
 CM1000_MARKER: DB = BENCH MARK DISK
 CM1000_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CM1000_SP_SET: ABUTMENT
 CM1000_STAMPING: F 387 1952
 CM1000_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1000
 CM1000  HISTORY     - Date     Condition        Report By
 CM1000  HISTORY     - 1952     MONUMENTED       CGS
 CM1000
 CM1000                          STATION DESCRIPTION
 CM1000
 CM1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM1000'1 MI S FROM JC MEADOWS CROSSROAD.
 CM1000'ABOUT 0.95 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO CRAWFORD FROM
 CM1000'THE INTERSECTION OF A BLACK TOP ROAD AT J.C. MEADOWS CROSSROAD,
 CM1000'ABOUT 2.9 MILES NORTH OF THE METHODIST CHURCH AND JUNCTION OF U.S.
 CM1000'HIGHWAY 80 AT CRAWFORD, IN THE TOP OF THE NORTH END OF THE WEST
 CM1000'ABUTMENT OF A BRIDGE OVER LITTLE UCHEE CREEK, 12 FEET NORTH OF
 CM1000'CENTER LINE OF ROAD, AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0875 ***********************************************************************
 CM0875  DESIGNATION -  F 388
 CM0875  PID         -  CM0875
 CM0875  STATE/COUNTY-  AL/RUSSELL
 CM0875  USGS QUAD   -  SEALE (1984)
 CM0875
 CM0875                         *CURRENT SURVEY CONTROL
 CM0875  ___________________________________________________________________
 CM0875* NAD 83(1986)-  32 15 25.     (N)    085 09 47.     (W)     SCALED    
 CM0875* NAVD 88     -       101.726  (meters)     333.75   (feet)  ADJUSTED  
 CM0875  ___________________________________________________________________
 CM0875  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 CM0875  DYNAMIC HT  -         101.610 (meters)     333.37  (feet)  COMP
 CM0875  MODELED GRAV-     979,495.9   (mgal)                       NAVD 88
 CM0875
 CM0875  VERT ORDER  -  SECOND    CLASS 0
 CM0875
 CM0875.The horizontal coordinates were scaled from a topographic map and have
 CM0875.an estimated accuracy of +/- 6 seconds.
 CM0875
 CM0875.The orthometric height was determined by differential leveling
 CM0875.and adjusted by the National Geodetic Survey in June 1991..
 CM0875
 CM0875.The geoid height was determined by GEOID03.
 CM0875
 CM0875.The dynamic height is computed by dividing the NAVD 88
 CM0875.geopotential number by the normal gravity value computed on the
 CM0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0875.degrees latitude (g = 980.6199 gals.).
 CM0875
 CM0875.The modeled gravity was interpolated from observed gravity values.
 CM0875
 CM0875;                    North         East    Units  Estimated Accuracy
 CM0875;SPC AL E     -   194,990.      263,160.      MT  (+/- 180 meters Scaled)
 CM0875
 CM0875                          SUPERSEDED SURVEY CONTROL
 CM0875
 CM0875  NGVD 29 (??/??/92)  101.748  (m)          333.82   (f) ADJ UNCH    2 0
 CM0875
 CM0875.Superseded values are not recommended for survey control.
 CM0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0875.See file dsdata.txt to determine how the superseded data were derived.
 CM0875
 CM0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA730703(NAD 83)
 CM0875_MARKER: DB = BENCH MARK DISK
 CM0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0875_STAMPING: F 388 1952
 CM0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0875+STABILITY: SURFACE MOTION
 CM0875
 CM0875  HISTORY     - Date     Condition        Report By
 CM0875  HISTORY     - 1952     MONUMENTED       CGS
 CM0875  HISTORY     - 20050309 GOOD             ALHD
 CM0875
 CM0875                          STATION DESCRIPTION
 CM0875
 CM0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0875'2.7 MI S FROM SEALE.
 CM0875'ABOUT 2.7 MILES SOUTH ALONG U.S. HIGHWAY 241 FROM THE OVERPASS OF
 CM0875'THE CENTRAL OF GEORGIA RAILWAY OVER THE HIGHWAY AT SEALE, ABOUT
 CM0875'0.8 MILE SOUTH OF A ROAD EAST, ABOUT 0.95 MILE NORTH OF A BRIDGE
 CM0875'OVER WATERMELLON CREEK, ACROSS HIGHWAY FROM OLD HICKORY MOTEL, 50
 CM0875'FEET WEST OF CENTER LINE OF HIGHWAY, 3 1/2 FEET WEST OF THE NORTH
 CM0875'ONE OF TWO POWER POLES WITH TRANSFORMERS, 7 FEET SOUTH OF A
 CM0875'FENCE CORNER, 1 FOOT EAST OF A FENCE LINE, ABOUT LEVEL WITH HIGHWAY
 CM0875'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 CM0875
 CM0875                          STATION RECOVERY (2005)
 CM0875
 CM0875'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005
 CM0875'THIS MARKER HAS BEEN RECOVERED, BUT WILL BE DESTROYED WITHIN TWO WEEKS
 CM0875'DUE TO NEW HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1128 ***********************************************************************
 BT1128  DESIGNATION -  F 389
 BT1128  PID         -  BT1128
 BT1128  STATE/COUNTY-  AL/HOUSTON
 BT1128  USGS QUAD   -  SAFFOLD (1981)
 BT1128
 BT1128                         *CURRENT SURVEY CONTROL
 BT1128  ___________________________________________________________________
 BT1128* NAD 83(1986)-  31 01 24.     (N)    085 05 05.     (W)     SCALED    
 BT1128* NAVD 88     -        45.356  (meters)     148.81   (feet)  ADJUSTED  
 BT1128  ___________________________________________________________________
 BT1128  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BT1128  DYNAMIC HT  -          45.299 (meters)     148.62  (feet)  COMP
 BT1128  MODELED GRAV-     979,372.9   (mgal)                       NAVD 88
 BT1128
 BT1128  VERT ORDER  -  SECOND    CLASS 0
 BT1128
 BT1128.The horizontal coordinates were scaled from a topographic map and have
 BT1128.an estimated accuracy of +/- 6 seconds.
 BT1128
 BT1128.The orthometric height was determined by differential leveling
 BT1128.and adjusted by the National Geodetic Survey in June 1991..
 BT1128
 BT1128.The geoid height was determined by GEOID03.
 BT1128
 BT1128.The dynamic height is computed by dividing the NAVD 88
 BT1128.geopotential number by the normal gravity value computed on the
 BT1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1128.degrees latitude (g = 980.6199 gals.).
 BT1128
 BT1128.The modeled gravity was interpolated from observed gravity values.
 BT1128
 BT1128;                    North         East    Units  Estimated Accuracy
 BT1128;SPC AL E     -    58,260.      271,480.      MT  (+/- 180 meters Scaled)
 BT1128
 BT1128                          SUPERSEDED SURVEY CONTROL
 BT1128
 BT1128  NGVD 29 (??/??/92)   45.477  (m)          149.20   (f) ADJ UNCH    2 0
 BT1128
 BT1128.Superseded values are not recommended for survey control.
 BT1128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1128.See file dsdata.txt to determine how the superseded data were derived.
 BT1128
 BT1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV828337(NAD 83)
 BT1128_MARKER: DB = BENCH MARK DISK
 BT1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1128_STAMPING: F 389 1952
 BT1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1128+STABILITY: SURFACE MOTION
 BT1128
 BT1128  HISTORY     - Date     Condition        Report By
 BT1128  HISTORY     - 1952     MONUMENTED       CGS
 BT1128
 BT1128                          STATION DESCRIPTION
 BT1128
 BT1128'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1128'8 MI E FROM GRANGERBURG.
 BT1128'ABOUT 0.3 MILE NORTH ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 BT1128'STATE HIGHWAY 53 AT GRANGERBURG, THENCE ABOUT 7.1 MILES EAST ALONG
 BT1128'A GRADED ROAD, THENCE ABOUT 0.15 MILE NORTH ALONG A GRADED ROAD,
 BT1128'THENCE ABOUT 0.45 MILE EAST ALONG A GRADED ROAD, 32 FEET SOUTH OF
 BT1128'CENTER LINE OF ROAD, 95 FEET SOUTH AND ACROSS ROAD FROM THE
 BT1128'SOUTHWEST CORNER OF AN UNPAINTED HOUSE WITH BRICK PORCH PILLARS, 24
 BT1128'FEET WEST OF A FENCE CORNER, 9 FEET NORTHEAST OF A 30-INCH FORKED
 BT1128'OAK TREE, 1 FOOT NORTH OF A FENCE LINE, ABOUT LEVEL WITH ROAD AND
 BT1128'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1102 ***********************************************************************
 EE1102  DESIGNATION -  F 39
 EE1102  PID         -  EE1102
 EE1102  STATE/COUNTY-  AL/CHEROKEE
 EE1102  USGS QUAD   -  ELLISVILLE (1986)
 EE1102
 EE1102                         *CURRENT SURVEY CONTROL
 EE1102  ___________________________________________________________________
 EE1102* NAD 83(1986)-  34 06 22.     (N)    085 33 17.     (W)     SCALED    
 EE1102* NAVD 88     -       193.468  (meters)     634.74   (feet)  ADJUSTED  
 EE1102  ___________________________________________________________________
 EE1102  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 EE1102  DYNAMIC HT  -         193.266 (meters)     634.07  (feet)  COMP
 EE1102  MODELED GRAV-     979,590.5   (mgal)                       NAVD 88
 EE1102
 EE1102  VERT ORDER  -  SECOND    CLASS 0
 EE1102
 EE1102.The horizontal coordinates were scaled from a topographic map and have
 EE1102.an estimated accuracy of +/- 6 seconds.
 EE1102
 EE1102.The orthometric height was determined by differential leveling
 EE1102.and adjusted by the National Geodetic Survey in June 1991..
 EE1102
 EE1102.The geoid height was determined by GEOID03.
 EE1102
 EE1102.The dynamic height is computed by dividing the NAVD 88
 EE1102.geopotential number by the normal gravity value computed on the
 EE1102.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1102.degrees latitude (g = 980.6199 gals.).
 EE1102
 EE1102.The modeled gravity was interpolated from observed gravity values.
 EE1102
 EE1102;                    North         East    Units  Estimated Accuracy
 EE1102;SPC AL E     -   399,910.      225,710.      MT  (+/- 180 meters Scaled)
 EE1102
 EE1102                          SUPERSEDED SURVEY CONTROL
 EE1102
 EE1102  NGVD 29 (??/??/92)  193.412  (m)          634.55   (f) ADJ UNCH    2 0
 EE1102
 EE1102.Superseded values are not recommended for survey control.
 EE1102.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1102.See file dsdata.txt to determine how the superseded data were derived.
 EE1102
 EE1102_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC333748(NAD 83)
 EE1102_MARKER: DB = BENCH MARK DISK
 EE1102_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1102_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1102_STAMPING: F 39 1934
 EE1102_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1102+STABILITY: SURFACE MOTION
 EE1102
 EE1102  HISTORY     - Date     Condition        Report By
 EE1102  HISTORY     - 1934     MONUMENTED       CGS
 EE1102  HISTORY     - 1959     GOOD             NGS
 EE1102
 EE1102                          STATION DESCRIPTION
 EE1102
 EE1102'DESCRIBED BY NATIONAL GEODETIC SURVEY 1959
 EE1102'5.9 MI W FROM FORNEY.
 EE1102'ABOUT 5.9 MILES WESTERLY ALONG NO. 411 U.S. HIGHWAY FROM CROSSROADS
 EE1102'AT FORNEY, ABOUT 100 YARDS W OF THE CREST OF A RIDGE, AN ESTIMATED
 EE1102'0.2 MILE IN MAGNETIC BEARING S 20 DEG E FROM A CHURCH AND CEMETERY,
 EE1102'76 FEET E OF A 3- BY 2-FOOT CONCRETE BOX CULVERT, 65 FEET E OF
 EE1102'A POWER POLE, 80.5 FEET S OF NO. A 85 TELEPHONE POLE, 41 FEET
 EE1102'S OF CENTER LINE OF 20-FOOT HIGHWAY PAVEMENT, 0.5 FOOT LOWER THAN
 EE1102'SAME, 26.6 FEET SW OF CENTER OF W END OF CORRUGATED IRON 14-INCH
 EE1102'CULVERT IN HIGHWAY SIDE DITCH AND UNDER A FIELD ROAD, AND
 EE1102'PROJECTING 0.5 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1088 ***********************************************************************
 BT1088  DESIGNATION -  F 390
 BT1088  PID         -  BT1088
 BT1088  STATE/COUNTY-  AL/HOUSTON
 BT1088  USGS QUAD   -  GRANGEBURG (1970)
 BT1088
 BT1088                         *CURRENT SURVEY CONTROL
 BT1088  ___________________________________________________________________
 BT1088* NAD 83(1986)-  31 06 23.     (N)    085 14 33.     (W)     SCALED    
 BT1088* NAVD 88     -        53.434  (meters)     175.31   (feet)  ADJUSTED  
 BT1088  ___________________________________________________________________
 BT1088  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BT1088  DYNAMIC HT  -          53.367 (meters)     175.09  (feet)  COMP
 BT1088  MODELED GRAV-     979,382.4   (mgal)                       NAVD 88
 BT1088
 BT1088  VERT ORDER  -  SECOND    CLASS 0
 BT1088
 BT1088.The horizontal coordinates were scaled from a topographic map and have
 BT1088.an estimated accuracy of +/- 6 seconds.
 BT1088
 BT1088.The orthometric height was determined by differential leveling
 BT1088.and adjusted by the National Geodetic Survey in June 1991..
 BT1088
 BT1088.The geoid height was determined by GEOID03.
 BT1088
 BT1088.The dynamic height is computed by dividing the NAVD 88
 BT1088.geopotential number by the normal gravity value computed on the
 BT1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1088.degrees latitude (g = 980.6199 gals.).
 BT1088
 BT1088.The modeled gravity was interpolated from observed gravity values.
 BT1088
 BT1088;                    North         East    Units  Estimated Accuracy
 BT1088;SPC AL E     -    67,380.      256,360.      MT  (+/- 180 meters Scaled)
 BT1088
 BT1088                          SUPERSEDED SURVEY CONTROL
 BT1088
 BT1088  NGVD 29 (??/??/92)   53.543  (m)          175.67   (f) ADJ UNCH    2 0
 BT1088
 BT1088.Superseded values are not recommended for survey control.
 BT1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1088.See file dsdata.txt to determine how the superseded data were derived.
 BT1088
 BT1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV676427(NAD 83)
 BT1088_MARKER: DB = BENCH MARK DISK
 BT1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1088_STAMPING: F 390 1952
 BT1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1088+STABILITY: SURFACE MOTION
 BT1088
 BT1088  HISTORY     - Date     Condition        Report By
 BT1088  HISTORY     - 1952     MONUMENTED       CGS
 BT1088  HISTORY     - 1970     MARK NOT FOUND   USGS
 BT1088
 BT1088                          STATION DESCRIPTION
 BT1088
 BT1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1088'6.1 MI SW FROM PANSEY.
 BT1088'ABOUT 1.1 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1088'OF U.S. HIGHWAY 84 AT PANSEY, THENCE ABOUT 5.0 MILES WEST AND
 BT1088'SOUTHWEST ALONG A GRADED ROAD, ABOUT 0.6 MILE EAST OF THE
 BT1088'JUNCTION OF A BLACK TOP ROAD, ABOUT 0.25 MILE EAST OF JUNCTION OF
 BT1088'A ROAD NORTH, ABOUT 0.3 MILE NORTHEAST ALONG BLACK TOP ROAD FROM
 BT1088'HOWARD GROVE BAPTIST CHURCH AND CEMETERY, THENCE ABOUT 0.6 MILE
 BT1088'EAST ALONG A GRADED ROAD, AT A WHITE FARM HOUSE, 56 FEET SOUTH
 BT1088'OF CENTER LINE OF ROAD, 82 FEET NORTHEAST OF NORTHEAST CORNER OF
 BT1088'HOUSE, 28 FEET SOUTHEAST OF A 36-INCH OAK TREE, 15 FEET NORTH OF
 BT1088'THE NORTHEAST CORNER OF AN OLD BARN, 1 FOOT WEST OF BARN LOT
 BT1088'FENCE, 8 FEET SOUTH OF A FENCE CORNER, ABOUT LEVEL WITH ROAD AND
 BT1088'SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BT1088
 BT1088                          STATION RECOVERY (1970)
 BT1088
 BT1088'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 BT1088'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0862 ***********************************************************************
 CM0862  DESIGNATION -  F 391
 CM0862  PID         -  CM0862
 CM0862  STATE/COUNTY-  AL/RUSSELL
 CM0862  USGS QUAD   -  HOWE (1985)
 CM0862
 CM0862                         *CURRENT SURVEY CONTROL
 CM0862  ___________________________________________________________________
 CM0862* NAD 83(1986)-  32 07 13.     (N)    085 10 30.     (W)     SCALED    
 CM0862* NAVD 88     -       104.829  (meters)     343.93   (feet)  ADJUSTED  
 CM0862  ___________________________________________________________________
 CM0862  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CM0862  DYNAMIC HT  -         104.708 (meters)     343.53  (feet)  COMP
 CM0862  MODELED GRAV-     979,489.4   (mgal)                       NAVD 88
 CM0862
 CM0862  VERT ORDER  -  SECOND    CLASS 0
 CM0862
 CM0862.The horizontal coordinates were scaled from a topographic map and have
 CM0862.an estimated accuracy of +/- 6 seconds.
 CM0862
 CM0862.The orthometric height was determined by differential leveling
 CM0862.and adjusted by the National Geodetic Survey in June 1991..
 CM0862
 CM0862.The geoid height was determined by GEOID03.
 CM0862
 CM0862.The dynamic height is computed by dividing the NAVD 88
 CM0862.geopotential number by the normal gravity value computed on the
 CM0862.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0862.degrees latitude (g = 980.6199 gals.).
 CM0862
 CM0862.The modeled gravity was interpolated from observed gravity values.
 CM0862
 CM0862;                    North         East    Units  Estimated Accuracy
 CM0862;SPC AL E     -   179,830.      262,130.      MT  (+/- 180 meters Scaled)
 CM0862
 CM0862                          SUPERSEDED SURVEY CONTROL
 CM0862
 CM0862  NGVD 29 (??/??/92)  104.860  (m)          344.03   (f) ADJ UNCH    2 0
 CM0862
 CM0862.Superseded values are not recommended for survey control.
 CM0862.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0862.See file dsdata.txt to determine how the superseded data were derived.
 CM0862
 CM0862_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA721552(NAD 83)
 CM0862_MARKER: DD = SURVEY DISK
 CM0862_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CM0862_SP_SET: CULVERT
 CM0862_STAMPING: F 391 1952
 CM0862_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0862
 CM0862  HISTORY     - Date     Condition        Report By
 CM0862  HISTORY     - UNK      MONUMENTED       ALGS
 CM0862  HISTORY     - 1952     GOOD             NGS
 CM0862
 CM0862                          STATION DESCRIPTION
 CM0862
 CM0862'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0862'AT GLENVILLE.
 CM0862'AT GLENVILLE, ABOUT 0.45 MILE NORTH ALONG U.S. HIGHWAY 241 FROM
 CM0862'THE EPISCOPAL CHURCH AND JUNCTION OF A ROAD SOUTHWEST, ABOUT 0.45
 CM0862'MILE SOUTH OF L. B. HOLMES STORE AT GLENVILLE, SET IN THE TOP OF
 CM0862'THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF A 6-FOOT CONCRETE
 CM0862'CULVERT UNDER OLD HIGHWAY GRADE, WEST AND OPPOSITE A SIMILAR
 CM0862'CULVERT ON NEW HIGHWAY GRADE, 53 FEET SOUTHWEST OF CENTER LINE
 CM0862'OF NEW HIGHWAY, 15 FEET NORTHEAST OF CENTER LINE OF OLD HIGHWAY
 CM0862'GRADE AND ABOUT LEVEL WITH BOTH HIGHWAYS.
 CM0862'NOTE-- FOUND UNSTAMPED AND ASSIGNED OUR NEXT DESIGNATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0893 ***********************************************************************
 CM0893  DESIGNATION -  F 392
 CM0893  PID         -  CM0893
 CM0893  STATE/COUNTY-  AL/BULLOCK
 CM0893  USGS QUAD   -  COMER (1973)
 CM0893
 CM0893                         *CURRENT SURVEY CONTROL
 CM0893  ___________________________________________________________________
 CM0893* NAD 83(1986)-  32 05 46.     (N)    085 27 09.     (W)     SCALED    
 CM0893* NAVD 88     -       140.542  (meters)     461.09   (feet)  ADJUSTED  
 CM0893  ___________________________________________________________________
 CM0893  GEOID HEIGHT-         -26.65  (meters)                     GEOID03
 CM0893  DYNAMIC HT  -         140.380 (meters)     460.56  (feet)  COMP
 CM0893  MODELED GRAV-     979,487.6   (mgal)                       NAVD 88
 CM0893
 CM0893  VERT ORDER  -  SECOND    CLASS 0
 CM0893
 CM0893.The horizontal coordinates were scaled from a topographic map and have
 CM0893.an estimated accuracy of +/- 6 seconds.
 CM0893
 CM0893.The orthometric height was determined by differential leveling
 CM0893.and adjusted by the National Geodetic Survey in June 1991..
 CM0893
 CM0893.The geoid height was determined by GEOID03.
 CM0893
 CM0893.The dynamic height is computed by dividing the NAVD 88
 CM0893.geopotential number by the normal gravity value computed on the
 CM0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0893.degrees latitude (g = 980.6199 gals.).
 CM0893
 CM0893.The modeled gravity was interpolated from observed gravity values.
 CM0893
 CM0893;                    North         East    Units  Estimated Accuracy
 CM0893;SPC AL E     -   177,030.      235,950.      MT  (+/- 180 meters Scaled)
 CM0893
 CM0893                          SUPERSEDED SURVEY CONTROL
 CM0893
 CM0893  NGVD 29 (??/??/92)  140.550  (m)          461.12   (f) ADJ UNCH    2 0
 CM0893
 CM0893.Superseded values are not recommended for survey control.
 CM0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0893.See file dsdata.txt to determine how the superseded data were derived.
 CM0893
 CM0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA460521(NAD 83)
 CM0893_MARKER: DB = BENCH MARK DISK
 CM0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0893_STAMPING: F 392 1952
 CM0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0893+STABILITY: SURFACE MOTION
 CM0893
 CM0893  HISTORY     - Date     Condition        Report By
 CM0893  HISTORY     - 1952     MONUMENTED       CGS
 CM0893
 CM0893                          STATION DESCRIPTION
 CM0893
 CM0893'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0893'5.4 MI NE FROM MIDWAY.
 CM0893'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 82 FROM THE HIGH SCHOOL AT
 CM0893'MIDWAY, THENCE ABOUT 1.35 MILES NORTH ALONG A BLACK TOP AND GRADED
 CM0893'ROAD, THENCE ABOUT 3.95 MILES EAST ALONG A GRADED ROAD, ABOUT 0.7
 CM0893'MILE EAST OF GREAT HOPE SCHOOL, AT GREAT HOPE METHODIST CHURCH AND
 CM0893'CEMETERY, 115 FEET NORTHEAST OF CENTER LINE OF ROAD, 31 1/2 FEET
 CM0893'WEST OF NORTH CORNER OF CHURCH, 47 FEET NORTH OF WEST CORNER OF
 CM0893'CHURCH, 13 FEET SOUTHEAST OF CENTER LINE OF A DRIVE TO CHURCH,
 CM0893'2 1/2 FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 5
 CM0893'FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 CM0893'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0804 ***********************************************************************
 BT0804  DESIGNATION -  F 393
 BT0804  PID         -  BT0804
 BT0804  STATE/COUNTY-  AL/BARBOUR
 BT0804  USGS QUAD   -  CLAYTON NORTH (1979)
 BT0804
 BT0804                         *CURRENT SURVEY CONTROL
 BT0804  ___________________________________________________________________
 BT0804* NAD 83(1986)-  31 59 48.     (N)    085 26 35.     (W)     SCALED    
 BT0804* NAVD 88     -        97.712  (meters)     320.58   (feet)  ADJUSTED  
 BT0804  ___________________________________________________________________
 BT0804  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 BT0804  DYNAMIC HT  -          97.598 (meters)     320.20  (feet)  COMP
 BT0804  MODELED GRAV-     979,475.4   (mgal)                       NAVD 88
 BT0804
 BT0804  VERT ORDER  -  SECOND    CLASS 0
 BT0804
 BT0804.The horizontal coordinates were scaled from a topographic map and have
 BT0804.an estimated accuracy of +/- 6 seconds.
 BT0804
 BT0804.The orthometric height was determined by differential leveling
 BT0804.and adjusted by the National Geodetic Survey in June 1991..
 BT0804
 BT0804.The geoid height was determined by GEOID03.
 BT0804
 BT0804.The dynamic height is computed by dividing the NAVD 88
 BT0804.geopotential number by the normal gravity value computed on the
 BT0804.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0804.degrees latitude (g = 980.6199 gals.).
 BT0804
 BT0804.The modeled gravity was interpolated from observed gravity values.
 BT0804
 BT0804;                    North         East    Units  Estimated Accuracy
 BT0804;SPC AL E     -   166,000.      236,880.      MT  (+/- 180 meters Scaled)
 BT0804
 BT0804                          SUPERSEDED SURVEY CONTROL
 BT0804
 BT0804  NGVD 29 (??/??/92)   97.721  (m)          320.61   (f) ADJ UNCH    2 0
 BT0804
 BT0804.Superseded values are not recommended for survey control.
 BT0804.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0804.See file dsdata.txt to determine how the superseded data were derived.
 BT0804
 BT0804_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA470411(NAD 83)
 BT0804_MARKER: DB = BENCH MARK DISK
 BT0804_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0804_SP_SET: CULVERT
 BT0804_STAMPING: F 393 1952
 BT0804_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0804
 BT0804  HISTORY     - Date     Condition        Report By
 BT0804  HISTORY     - 1952     MONUMENTED       CGS
 BT0804
 BT0804                          STATION DESCRIPTION
 BT0804
 BT0804'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0804'4.4 MI S FROM COMER.
 BT0804'ABOUT 4.35 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CENTRAL OF
 BT0804'GEORGIA RAILWAY STATION AT COMER, ABOUT 0.4 MILE NORTH OF MT.
 BT0804'SCILLA CHURCH AND JUNCTION OF A ROAD WEST TO MT. ANDREWS, IN THE
 BT0804'TOP OF THE NORTH END OF THE WEST HEAD WALL OF A 30-FOOT CONCRETE
 BT0804'CULVERT WITH TWO PARTITIONS FOR A CREEK BRANCH, 13 1/2 FEET WEST
 BT0804'OF CENTER LINE OF ROAD, ABOUT 50 YARDS SOUTH OF JUNCTION OF A DIRT
 BT0804'ROAD WEST AND ABOUT LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2416 ***********************************************************************
 CN2416  DESIGNATION -  F 394
 CN2416  PID         -  CN2416
 CN2416  STATE/COUNTY-  AL/MARENGO
 CN2416  USGS QUAD   -  UNIONTOWN WEST (1979)
 CN2416
 CN2416                         *CURRENT SURVEY CONTROL
 CN2416  ___________________________________________________________________
 CN2416* NAD 83(1986)-  32 27 25.     (N)    087 34 23.     (W)     SCALED    
 CN2416* NAVD 88     -        54.321  (meters)     178.22   (feet)  ADJUSTED  
 CN2416  ___________________________________________________________________
 CN2416  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 CN2416  DYNAMIC HT  -          54.259 (meters)     178.01  (feet)  COMP
 CN2416  MODELED GRAV-     979,488.7   (mgal)                       NAVD 88
 CN2416
 CN2416  VERT ORDER  -  FIRST     CLASS I
 CN2416
 CN2416.The horizontal coordinates were scaled from a topographic map and have
 CN2416.an estimated accuracy of +/- 6 seconds.
 CN2416
 CN2416.The orthometric height was determined by differential leveling
 CN2416.and adjusted by the National Geodetic Survey in June 1991..
 CN2416
 CN2416.The geoid height was determined by GEOID03.
 CN2416
 CN2416.The dynamic height is computed by dividing the NAVD 88
 CN2416.geopotential number by the normal gravity value computed on the
 CN2416.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2416.degrees latitude (g = 980.6199 gals.).
 CN2416
 CN2416.The modeled gravity was interpolated from observed gravity values.
 CN2416
 CN2416;                    North         East    Units  Estimated Accuracy
 CN2416;SPC AL W     -   272,390.      593,130.      MT  (+/- 180 meters Scaled)
 CN2416
 CN2416                          SUPERSEDED SURVEY CONTROL
 CN2416
 CN2416  NGVD 29 (??/??/??)   54.305  (m)          178.17   (f) ADJUSTED    1 1
 CN2416
 CN2416.Superseded values are not recommended for survey control.
 CN2416.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2416.See file dsdata.txt to determine how the superseded data were derived.
 CN2416
 CN2416_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA461912(NAD 83)
 CN2416_MARKER: DB = BENCH MARK DISK
 CN2416_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2416_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2416_STAMPING: F 394 1952
 CN2416_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2416+STABILITY: SURFACE MOTION
 CN2416
 CN2416  HISTORY     - Date     Condition        Report By
 CN2416  HISTORY     - 1952     MONUMENTED       CGS
 CN2416  HISTORY     - 1968     GOOD             NGS
 CN2416
 CN2416                          STATION DESCRIPTION
 CN2416
 CN2416'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN2416'1.2 MI E FROM FAUNSDALE.
 CN2416'1.2 MILES EAST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM FROM THE
 CN2416'STATION AT FAUNSDALE, IN SECTION 10, T 17 N, R 5 E, 112 FEET EAST OF
 CN2416'THE CENTER OF A CROSSING OF THE RAILROAD AND A GRAVELED ROAD, 27 FEET
 CN2416'NORTH OF THE NORTH RAIL, 4 FEET EAST OF A TELEPHONE POLE, 1.0 FOOT
 CN2416'NORTH OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, AND SET IN
 CN2416'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1067 ***********************************************************************
 BT1067  DESIGNATION -  F 395
 BT1067  PID         -  BT1067
 BT1067  STATE/COUNTY-  AL/HOUSTON
 BT1067  USGS QUAD   -  ASHFORD (1970)
 BT1067
 BT1067                         *CURRENT SURVEY CONTROL
 BT1067  ___________________________________________________________________
 BT1067* NAD 83(1986)-  31 13 15.     (N)    085 10 20.     (W)     SCALED    
 BT1067* NAVD 88     -        76.158  (meters)     249.86   (feet)  ADJUSTED  
 BT1067  ___________________________________________________________________
 BT1067  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 BT1067  DYNAMIC HT  -          76.063 (meters)     249.55  (feet)  COMP
 BT1067  MODELED GRAV-     979,395.2   (mgal)                       NAVD 88
 BT1067
 BT1067  VERT ORDER  -  SECOND    CLASS 0
 BT1067
 BT1067.The horizontal coordinates were scaled from a topographic map and have
 BT1067.an estimated accuracy of +/- 6 seconds.
 BT1067
 BT1067.The orthometric height was determined by differential leveling
 BT1067.and adjusted by the National Geodetic Survey in June 1991..
 BT1067
 BT1067.The geoid height was determined by GEOID03.
 BT1067
 BT1067.The dynamic height is computed by dividing the NAVD 88
 BT1067.geopotential number by the normal gravity value computed on the
 BT1067.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1067.degrees latitude (g = 980.6199 gals.).
 BT1067
 BT1067.The modeled gravity was interpolated from observed gravity values.
 BT1067
 BT1067;                    North         East    Units  Estimated Accuracy
 BT1067;SPC AL E     -    80,100.      262,990.      MT  (+/- 180 meters Scaled)
 BT1067
 BT1067                          SUPERSEDED SURVEY CONTROL
 BT1067
 BT1067  NGVD 29 (??/??/92)   76.259  (m)          250.19   (f) ADJ UNCH    2 0
 BT1067
 BT1067.Superseded values are not recommended for survey control.
 BT1067.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1067.See file dsdata.txt to determine how the superseded data were derived.
 BT1067
 BT1067_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV741555(NAD 83)
 BT1067_MARKER: DB = BENCH MARK DISK
 BT1067_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1067_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1067_STAMPING: F 395 1953
 BT1067_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1067+STABILITY: SURFACE MOTION
 BT1067
 BT1067  HISTORY     - Date     Condition        Report By
 BT1067  HISTORY     - 1953     MONUMENTED       CGS
 BT1067
 BT1067                          STATION DESCRIPTION
 BT1067
 BT1067'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1067'5 MI NE FROM ASHFORD.
 BT1067'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1067'OF U.S. HIGHWAY 84 AT ASHFORD, THENCE ABOUT 3.6 MILES NORTHEAST
 BT1067'ALONG A BLACK TOP ROAD, THENCE ABOUT 1.05 MILE EAST ALONG A GRADED
 BT1067'ROAD, ABOUT 1.05 MILE EAST OF OAKY GROVE CHURCH AND CEMETERY,
 BT1067'ABOUT 0.3 MILE WEST OF A NORTH-SOUTH CROSSROAD, ABOUT 63 YARDS WEST
 BT1067'OF A SMALL FARM HOUSE, 30 FEET NORTH OF CENTER LINE OF ROAD, 4
 BT1067'FEET SOUTH OF A FENCE LINE, 179 FEET EAST OF EAST END OF A 15-INCH
 BT1067'PIPE CULVERT UNDER A DRIVE NORTH TO A FARM HOUSE, 3 FEET SOUTH OF
 BT1067'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN
 BT1067'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1121 ***********************************************************************
 BT1121  DESIGNATION -  F 396
 BT1121  PID         -  BT1121
 BT1121  STATE/COUNTY-  AL/HOUSTON
 BT1121  USGS QUAD   -  GRANGEBURG (1970)
 BT1121
 BT1121                         *CURRENT SURVEY CONTROL
 BT1121  ___________________________________________________________________
 BT1121* NAD 83(1986)-  31 01 15.     (N)    085 14 05.     (W)     SCALED    
 BT1121* NAVD 88     -        39.220  (meters)     128.67   (feet)  ADJUSTED  
 BT1121  ___________________________________________________________________
 BT1121  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BT1121  DYNAMIC HT  -          39.170 (meters)     128.51  (feet)  COMP
 BT1121  MODELED GRAV-     979,373.7   (mgal)                       NAVD 88
 BT1121
 BT1121  VERT ORDER  -  SECOND    CLASS 0
 BT1121
 BT1121.The horizontal coordinates were scaled from a topographic map and have
 BT1121.an estimated accuracy of +/- 6 seconds.
 BT1121
 BT1121.The orthometric height was determined by differential leveling
 BT1121.and adjusted by the National Geodetic Survey in June 1991..
 BT1121
 BT1121.The geoid height was determined by GEOID03.
 BT1121
 BT1121.The dynamic height is computed by dividing the NAVD 88
 BT1121.geopotential number by the normal gravity value computed on the
 BT1121.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1121.degrees latitude (g = 980.6199 gals.).
 BT1121
 BT1121.The modeled gravity was interpolated from observed gravity values.
 BT1121
 BT1121;                    North         East    Units  Estimated Accuracy
 BT1121;SPC AL E     -    57,890.      257,160.      MT  (+/- 180 meters Scaled)
 BT1121
 BT1121                          SUPERSEDED SURVEY CONTROL
 BT1121
 BT1121  NGVD 29 (??/??/92)   39.335  (m)          129.05   (f) ADJ UNCH    2 0
 BT1121
 BT1121.Superseded values are not recommended for survey control.
 BT1121.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1121.See file dsdata.txt to determine how the superseded data were derived.
 BT1121
 BT1121_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV685332(NAD 83)
 BT1121_MARKER: DB = BENCH MARK DISK
 BT1121_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1121_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1121_STAMPING: F 396 1952
 BT1121_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1121+STABILITY: SURFACE MOTION
 BT1121
 BT1121  HISTORY     - Date     Condition        Report By
 BT1121  HISTORY     - 1952     MONUMENTED       CGS
 BT1121
 BT1121                          STATION DESCRIPTION
 BT1121
 BT1121'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1121'1.8 MI NW FROM GRANGERBURG.
 BT1121'ABOUT 1.75 MILES NORTHWEST ALONG STATE HIGHWAY 53 FROM THE JUNCTION
 BT1121'OF A BLACK TOP ROAD NORTH AT GRANGERBURG, ABOUT 0.6 MILE SOUTHEAST
 BT1121'OF NEW HARMONY BAPTIST CHURCH AND CEMETERY, ABOUT 0.85 MILE NORTHWEST
 BT1121'OF BRIDGE OVER COWARTS CREEK, AT A NORTHEAST-SOUTHWEST CROSSROAD,
 BT1121'39 FEET NORTHEAST OF CENTER LINE OF HIGHWAY, 64 FEET SOUTHEAST OF
 BT1121'CENTER LINE OF ROAD NORTHEAST, 55 FEET EAST OF NORTHEAST END OF AN
 BT1121'18-INCH PIPE CULVERT UNDER HIGHWAY, 5 FEET SOUTHEAST OF A FENCE
 BT1121'CORNER, 1 FOOT SOUTHWEST OF A FENCE LINE, ABOUT 2 FEET BELOW LEVEL
 BT1121'OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 BT1121'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1041 ***********************************************************************
 BT1041  DESIGNATION -  F 397
 BT1041  PID         -  BT1041
 BT1041  STATE/COUNTY-  AL/HENRY
 BT1041  USGS QUAD   -  SIGMA (1970)
 BT1041
 BT1041                         *CURRENT SURVEY CONTROL
 BT1041  ___________________________________________________________________
 BT1041* NAD 83(1986)-  31 21 26.     (N)    085 13 25.     (W)     SCALED    
 BT1041* NAVD 88     -        91.894  (meters)     301.49   (feet)  ADJUSTED  
 BT1041  ___________________________________________________________________
 BT1041  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BT1041  DYNAMIC HT  -          91.781 (meters)     301.12  (feet)  COMP
 BT1041  MODELED GRAV-     979,416.4   (mgal)                       NAVD 88
 BT1041
 BT1041  VERT ORDER  -  SECOND    CLASS 0
 BT1041
 BT1041.The horizontal coordinates were scaled from a topographic map and have
 BT1041.an estimated accuracy of +/- 6 seconds.
 BT1041
 BT1041.The orthometric height was determined by differential leveling
 BT1041.and adjusted by the National Geodetic Survey in June 1991..
 BT1041
 BT1041.The geoid height was determined by GEOID03.
 BT1041
 BT1041.The dynamic height is computed by dividing the NAVD 88
 BT1041.geopotential number by the normal gravity value computed on the
 BT1041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1041.degrees latitude (g = 980.6199 gals.).
 BT1041
 BT1041.The modeled gravity was interpolated from observed gravity values.
 BT1041
 BT1041;                    North         East    Units  Estimated Accuracy
 BT1041;SPC AL E     -    95,200.      258,010.      MT  (+/- 180 meters Scaled)
 BT1041
 BT1041                          SUPERSEDED SURVEY CONTROL
 BT1041
 BT1041  NGVD 29 (??/??/92)   91.971  (m)          301.74   (f) ADJ UNCH    2 0
 BT1041
 BT1041.Superseded values are not recommended for survey control.
 BT1041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1041.See file dsdata.txt to determine how the superseded data were derived.
 BT1041
 BT1041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV689705(NAD 83)
 BT1041_MARKER: DB = BENCH MARK DISK
 BT1041_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT1041_SP_SET: CULVERT
 BT1041_STAMPING: F 397 1953
 BT1041_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT1041
 BT1041  HISTORY     - Date     Condition        Report By
 BT1041  HISTORY     - 1953     MONUMENTED       CGS
 BT1041
 BT1041                          STATION DESCRIPTION
 BT1041
 BT1041'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1041'9.2 MI NW FROM COLUMBIA.
 BT1041'ABOUT 1.0 MILE NORTH ALONG STATE HIGHWAY 95 FROM THE JUNCTION OF
 BT1041'STATE HIGHWAY 52 AT COLUMBIA, THENCE ABOUT 8.15 MILES NORTHWEST
 BT1041'ALONG A BLACK TOP ROAD LEADING TO HEADLAND, ABOUT 7.4 MILES EAST
 BT1041'ALONG STATE HIGHWAY 136 AND A BLACK TOP ROAD FROM THE SOUTHEAST
 BT1041'CORNER OF THE PUBLIC SQUARE AT HEADLAND, ABOUT 0.5 MILE WEST OF
 BT1041'HEBRON BAPTIST CHURCH AND CEMETERY, IN THE TOP OF THE EAST END OF
 BT1041'THE NORTH HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 16 1/2 FEET
 BT1041'NORTH OF CENTER LINE OF ROAD AND ABOUT 1 1/2 FEET BELOW LEVEL
 BT1041'OF ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0962 ***********************************************************************
 BT0962  DESIGNATION -  F 398
 BT0962  PID         -  BT0962
 BT0962  STATE/COUNTY-  AL/HENRY
 BT0962  USGS QUAD   -  HEADLAND (1969)
 BT0962
 BT0962                         *CURRENT SURVEY CONTROL
 BT0962  ___________________________________________________________________
 BT0962* NAD 83(1986)-  31 21 53.     (N)    085 15 49.     (W)     SCALED    
 BT0962* NAVD 88     -        75.021  (meters)     246.13   (feet)  ADJUSTED  
 BT0962  ___________________________________________________________________
 BT0962  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT0962  DYNAMIC HT  -          74.929 (meters)     245.83  (feet)  COMP
 BT0962  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 BT0962
 BT0962  VERT ORDER  -  SECOND    CLASS 0
 BT0962
 BT0962.The horizontal coordinates were scaled from a topographic map and have
 BT0962.an estimated accuracy of +/- 6 seconds.
 BT0962
 BT0962.The orthometric height was determined by differential leveling
 BT0962.and adjusted by the National Geodetic Survey in June 1991..
 BT0962
 BT0962.The geoid height was determined by GEOID03.
 BT0962
 BT0962.The dynamic height is computed by dividing the NAVD 88
 BT0962.geopotential number by the normal gravity value computed on the
 BT0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0962.degrees latitude (g = 980.6199 gals.).
 BT0962
 BT0962.The modeled gravity was interpolated from observed gravity values.
 BT0962
 BT0962;                    North         East    Units  Estimated Accuracy
 BT0962;SPC AL E     -    96,010.      254,200.      MT  (+/- 180 meters Scaled)
 BT0962
 BT0962                          SUPERSEDED SURVEY CONTROL
 BT0962
 BT0962  NGVD 29 (??/??/92)   75.095  (m)          246.37   (f) ADJ UNCH    2 0
 BT0962
 BT0962.Superseded values are not recommended for survey control.
 BT0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0962.See file dsdata.txt to determine how the superseded data were derived.
 BT0962
 BT0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV651713(NAD 83)
 BT0962_MARKER: DB = BENCH MARK DISK
 BT0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0962_STAMPING: H 398 1953
 BT0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0962+STABILITY: SURFACE MOTION
 BT0962
 BT0962  HISTORY     - Date     Condition        Report By
 BT0962  HISTORY     - 1953     MONUMENTED       CGS
 BT0962
 BT0962                          STATION DESCRIPTION
 BT0962
 BT0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0962'3.3 MI SW FROM TUMBLETON.
 BT0962'ABOUT 0.45 MILE SOUTHWEST ALONG U.S. HIGHWAY 241 FROM THE JUNCTION
 BT0962'OF BLACK TOP ROAD LEADING WEST TO NEWVILLE AT TUMBLETON, THENCE
 BT0962'ABOUT 1.05 MILE SOUTH ALONG A GRADED ROAD, THENCE ABOUT 1.8 MILES
 BT0962'SOUTHWEST AND SOUTH ALONG A GRADED ROAD, ABOUT 0.2 MILE SOUTH OF A
 BT0962'WOODEN BRIDGE OVER LITTLE OMUSEE CREEK, 43 FEET WEST OF CENTER
 BT0962'LINE OF ROAD, 29 FEET SOUTHWEST OF SOUTH END OF A 15-INCH PIPE
 BT0962'CULVERT UNDER A ROAD PRIVATE ROAD NORTHWEST, 35 YARDS NORTHWEST OF
 BT0962'A 30-INCH PIPE CULVERT UNDER GRADED ROAD, 10 FEET NORTH OF A
 BT0962'6-INCH WATER OAK TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST,
 BT0962'ABOUT 4 1/2 FEET ABOVE LEVEL OF GRADED ROAD AND SET IN THE TOP OF
 BT0962'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE REACHED
 BT0962'FROM HEADLAND BY GOING ABOUT 4.9 MILES EAST ALONG STATE HIGHWAY
 BT0962'136 FROM THE SOUTHEAST CORNER OF THE PUBLIC SQUARE, THENCE ABOUT
 BT0962'0.9 MILE NORTH ALONG A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1000 ***********************************************************************
 BT1000  DESIGNATION -  F 399
 BT1000  PID         -  BT1000
 BT1000  STATE/COUNTY-  AL/DALE
 BT1000  USGS QUAD   -  ECHO (1979)
 BT1000
 BT1000                         *CURRENT SURVEY CONTROL
 BT1000  ___________________________________________________________________
 BT1000* NAD 83(1986)-  31 25 17.     (N)    085 27 58.     (W)     SCALED    
 BT1000* NAVD 88     -       109.180  (meters)     358.20   (feet)  ADJUSTED  
 BT1000  ___________________________________________________________________
 BT1000  GEOID HEIGHT-         -26.62  (meters)                     GEOID03
 BT1000  DYNAMIC HT  -         109.048 (meters)     357.77  (feet)  COMP
 BT1000  MODELED GRAV-     979,424.1   (mgal)                       NAVD 88
 BT1000
 BT1000  VERT ORDER  -  SECOND    CLASS 0
 BT1000
 BT1000.The horizontal coordinates were scaled from a topographic map and have
 BT1000.an estimated accuracy of +/- 6 seconds.
 BT1000
 BT1000.The orthometric height was determined by differential leveling
 BT1000.and adjusted by the National Geodetic Survey in June 1991..
 BT1000
 BT1000.The geoid height was determined by GEOID03.
 BT1000
 BT1000.The dynamic height is computed by dividing the NAVD 88
 BT1000.geopotential number by the normal gravity value computed on the
 BT1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1000.degrees latitude (g = 980.6199 gals.).
 BT1000
 BT1000.The modeled gravity was interpolated from observed gravity values.
 BT1000
 BT1000;                    North         East    Units  Estimated Accuracy
 BT1000;SPC AL E     -   102,210.      234,920.      MT  (+/- 180 meters Scaled)
 BT1000
 BT1000                          SUPERSEDED SURVEY CONTROL
 BT1000
 BT1000  NGVD 29 (??/??/92)  109.238  (m)          358.39   (f) ADJ UNCH    2 0
 BT1000
 BT1000.Superseded values are not recommended for survey control.
 BT1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1000.See file dsdata.txt to determine how the superseded data were derived.
 BT1000
 BT1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV457773(NAD 83)
 BT1000_MARKER: DB = BENCH MARK DISK
 BT1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1000_STAMPING: F 399 1953
 BT1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1000+STABILITY: SURFACE MOTION
 BT1000
 BT1000  HISTORY     - Date     Condition        Report By
 BT1000  HISTORY     - 1953     MONUMENTED       CGS
 BT1000
 BT1000                          STATION DESCRIPTION
 BT1000
 BT1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1000'7.6 MI E FROM EWELL.
 BT1000'ABOUT 3.3 MILES EAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL AT
 BT1000'EWELL, THENCE ABOUT 0.35 MILE SOUTHEAST ALONG A GRADED ROAD,
 BT1000'THENCE ABOUT 2.0 MILES EAST AND NORTHEAST ALONG A GRADED ROAD,
 BT1000'THENCE ABOUT 0.1 MILE NORTH ALONG A GRADED ROAD, THENCE ABOUT
 BT1000'1.9 MILES EAST ALONG A GRADED ROAD, AT THE INTERSECTION OF
 BT1000'MIDLAND CITY-ECHO BLACK TOP ROAD, 40 FEET WEST OF CENTER LINE OF
 BT1000'BLACK TOP ROAD, 1 1/2 FEET EAST OF A FENCE LINE, 83 FEET NORTH
 BT1000'OF CENTER LINE OF ROAD WEST, 1 FOOT NORTHEAST OF R/W MARKER POST
 BT1000'NO. S.T. 210+ 11.8, ABOUT 3 FEET BELOW LEVEL OF BLACK TOP ROAD
 BT1000'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.  NOTE--
 BT1000'THIS MARK MAY BE REACHED FROM MIDLAND CITY BY GOING ABOUT 0.5
 BT1000'MILE NORTH AND EAST ALONG STATE HIGHWAY 136 FROM ITS JUNCTION
 BT1000'WITH U.S. HIGHWAY 231, THENCE ABOUT 7.65 MILES NORTH ALONG A
 BT1000'BLACK TOP ROAD LEADING TO ECHO.  NOTE-- MARK MAY BE REACHED
 BT1000'FROM HEADLAND BY GOING ABOUT 0.25 MILE SOUTH AND 1.05 MILE
 BT1000'WEST ALONG STATE HIGHWAY 136 FROM SOUTHWEST CORNER OF PUBLIC
 BT1000'SQUARE, THENCE ABOUT 6.95 MILES NORTH ALONG A BLACK TOP ROAD
 BT1000'LEADING TO ECHO, THENCE ABOUT 2.55 MILES WEST ALONG A GRADED ROAD,
 BT1000'THENCE ABOUT 0.8 MILE NORTH ALONG MIDLAND CITY-ECHO BLACK TOP ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1774 ***********************************************************************
 DG1774  DESIGNATION -  F 4
 DG1774  PID         -  DG1774
 DG1774  STATE/COUNTY-  AL/CLEBURNE
 DG1774  USGS QUAD   -  PIEDMONT (1983)
 DG1774
 DG1774                         *CURRENT SURVEY CONTROL
 DG1774  ___________________________________________________________________
 DG1774* NAD 83(1986)-  33 54 19.     (N)    085 30 48.     (W)     SCALED    
 DG1774* NAVD 88     -       231.213  (meters)     758.57   (feet)  ADJUSTED  
 DG1774  ___________________________________________________________________
 DG1774  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1774  DYNAMIC HT  -         230.967 (meters)     757.76  (feet)  COMP
 DG1774  MODELED GRAV-     979,568.0   (mgal)                       NAVD 88
 DG1774
 DG1774  VERT ORDER  -  FIRST     CLASS II
 DG1774
 DG1774.The horizontal coordinates were scaled from a topographic map and have
 DG1774.an estimated accuracy of +/- 6 seconds.
 DG1774
 DG1774.The orthometric height was determined by differential leveling
 DG1774.and adjusted by the National Geodetic Survey in June 1991..
 DG1774
 DG1774.The geoid height was determined by GEOID03.
 DG1774
 DG1774.The dynamic height is computed by dividing the NAVD 88
 DG1774.geopotential number by the normal gravity value computed on the
 DG1774.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1774.degrees latitude (g = 980.6199 gals.).
 DG1774
 DG1774.The modeled gravity was interpolated from observed gravity values.
 DG1774
 DG1774;                    North         East    Units  Estimated Accuracy
 DG1774;SPC AL E     -   377,640.      229,600.      MT  (+/- 180 meters Scaled)
 DG1774
 DG1774                          SUPERSEDED SURVEY CONTROL
 DG1774
 DG1774  NGVD 29 (??/??/92)  231.15   (m)          758.4    (f) COMPUTED    1 2
 DG1774
 DG1774.Superseded values are not recommended for survey control.
 DG1774.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1774.See file dsdata.txt to determine how the superseded data were derived.
 DG1774
 DG1774_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC374526(NAD 83)
 DG1774_MARKER: B = BOLT
 DG1774_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1774_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1774_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1774+STABILITY: SURFACE MOTION
 DG1774
 DG1774  HISTORY     - Date     Condition        Report By
 DG1774  HISTORY     - UNK      MONUMENTED       CGS
 DG1774  HISTORY     - 1948     POOR             NGS
 DG1774
 DG1774                          STATION DESCRIPTION
 DG1774
 DG1774'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1774'3 MI SW FROM BORDEN SPRINGS.
 DG1774'ABOUT 3.0 MILES SOUTHWEST ALONG THE SEABOARD AIRLINE RAILWAY
 DG1774'FROM THE STATION AT BORDEN SPRINGS, 2 RAILS NORTHEAST OF MILE
 DG1774'POST 649, 10 1/2 RAILS SOUTHWEST OF A CULVERT, MIDWAY BETWEEN
 DG1774'TWO TELEGRAPH POLES, ABOUT 1 FOOT NORTHWEST OF THE LINE OF
 DG1774'POLES, 25 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE TRACK, AND
 DG1774'ABOUT LEVEL WITH THE TRACK.  A BRASS BOLT IN THE TOP OF A CONCRETE
 DG1774'POST PROJECTING 12 INCHES.  NOTE-- POST IS SLIGHTLY LOOSE
 DG1774'AND THE TOP OF THE CONCRETE IS BROKEN OFF SO THAT THE BOLT
 DG1774'IS EXPOSED BUT THE BOLT IS STILL TIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0601 ***********************************************************************
 CM0601  DESIGNATION -  F 40
 CM0601  PID         -  CM0601
 CM0601  STATE/COUNTY-  AL/CHAMBERS
 CM0601  USGS QUAD   -  CUSSETA (1983)
 CM0601
 CM0601                         *CURRENT SURVEY CONTROL
 CM0601  ___________________________________________________________________
 CM0601* NAD 83(1986)-  32 47 46.     (N)    085 16 02.     (W)     SCALED    
 CM0601* NAVD 88     -       196.281  (meters)     643.97   (feet)  ADJUSTED  
 CM0601  ___________________________________________________________________
 CM0601  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CM0601  DYNAMIC HT  -         196.049 (meters)     643.20  (feet)  COMP
 CM0601  MODELED GRAV-     979,454.4   (mgal)                       NAVD 88
 CM0601
 CM0601  VERT ORDER  -  SECOND    CLASS 0
 CM0601
 CM0601.The horizontal coordinates were scaled from a topographic map and have
 CM0601.an estimated accuracy of +/- 6 seconds.
 CM0601
 CM0601.The orthometric height was determined by differential leveling
 CM0601.and adjusted by the National Geodetic Survey in June 1991..
 CM0601
 CM0601.The geoid height was determined by GEOID03.
 CM0601
 CM0601.The dynamic height is computed by dividing the NAVD 88
 CM0601.geopotential number by the normal gravity value computed on the
 CM0601.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0601.degrees latitude (g = 980.6199 gals.).
 CM0601
 CM0601.The modeled gravity was interpolated from observed gravity values.
 CM0601
 CM0601;                    North         East    Units  Estimated Accuracy
 CM0601;SPC AL E     -   254,730.      253,020.      MT  (+/- 180 meters Scaled)
 CM0601
 CM0601                          SUPERSEDED SURVEY CONTROL
 CM0601
 CM0601  NGVD 29 (??/??/92)  196.256  (m)          643.88   (f) ADJ UNCH    2 0
 CM0601
 CM0601.Superseded values are not recommended for survey control.
 CM0601.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0601.See file dsdata.txt to determine how the superseded data were derived.
 CM0601
 CM0601_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB622300(NAD 83)
 CM0601_MARKER: DB = BENCH MARK DISK
 CM0601_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0601_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0601_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0601+STABILITY: SURFACE MOTION
 CM0601
 CM0601  HISTORY     - Date     Condition        Report By
 CM0601  HISTORY     - UNK      MONUMENTED       CGS
 CM0601
 CM0601                          STATION DESCRIPTION
 CM0601
 CM0601'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0601'2.6 MI E FROM CUSSETA.
 CM0601'F-40 IS LOCATED 2.6 MILES EAST OF THE RWY. STATION AT CUSSETA,
 CM0601'0.4 OF MILE EAST OF MILE POST 96, 77 FT. SOUTHWEST OF INTERSECTION
 CM0601'OF CENTERLINES OF TRACK AND A ROAD, 57 FT. EAST OF A TELEGRAPH
 CM0601'POLE, 35 FT. SOUTH OF SOUTH RAIL OF TRACK.  STANDARD TABLET SET IN
 CM0601'TOP OF A CONCRETE POST 1 INCH HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0930 ***********************************************************************
 BT0930  DESIGNATION -  F 400
 BT0930  PID         -  BT0930
 BT0930  STATE/COUNTY-  AL/HENRY
 BT0930  USGS QUAD   -  ECHO (1979)
 BT0930
 BT0930                         *CURRENT SURVEY CONTROL
 BT0930  ___________________________________________________________________
 BT0930* NAD 83(1986)-  31 29 17.     (N)    085 23 02.     (W)     SCALED    
 BT0930* NAVD 88     -       111.228  (meters)     364.92   (feet)  ADJUSTED  
 BT0930  ___________________________________________________________________
 BT0930  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BT0930  DYNAMIC HT  -         111.094 (meters)     364.48  (feet)  COMP
 BT0930  MODELED GRAV-     979,429.7   (mgal)                       NAVD 88
 BT0930
 BT0930  VERT ORDER  -  SECOND    CLASS 0
 BT0930
 BT0930.The horizontal coordinates were scaled from a topographic map and have
 BT0930.an estimated accuracy of +/- 6 seconds.
 BT0930
 BT0930.The orthometric height was determined by differential leveling
 BT0930.and adjusted by the National Geodetic Survey in June 1991..
 BT0930
 BT0930.The geoid height was determined by GEOID03.
 BT0930
 BT0930.The dynamic height is computed by dividing the NAVD 88
 BT0930.geopotential number by the normal gravity value computed on the
 BT0930.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0930.degrees latitude (g = 980.6199 gals.).
 BT0930
 BT0930.The modeled gravity was interpolated from observed gravity values.
 BT0930
 BT0930;                    North         East    Units  Estimated Accuracy
 BT0930;SPC AL E     -   109,630.      242,700.      MT  (+/- 180 meters Scaled)
 BT0930
 BT0930                          SUPERSEDED SURVEY CONTROL
 BT0930
 BT0930  NGVD 29 (??/??/92)  111.282  (m)          365.10   (f) ADJ UNCH    2 0
 BT0930
 BT0930.Superseded values are not recommended for survey control.
 BT0930.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0930.See file dsdata.txt to determine how the superseded data were derived.
 BT0930
 BT0930_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV535848(NAD 83)
 BT0930_MARKER: DB = BENCH MARK DISK
 BT0930_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0930_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0930_STAMPING: F 400 1953
 BT0930_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0930+STABILITY: SURFACE MOTION
 BT0930
 BT0930  HISTORY     - Date     Condition        Report By
 BT0930  HISTORY     - 1953     MONUMENTED       CGS
 BT0930
 BT0930                          STATION DESCRIPTION
 BT0930
 BT0930'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0930'6.4 MI NE FROM ECHO.
 BT0930'ABOUT 5.9 MILES NORTHEAST ALONG STATE HIGHWAY 27 FROM THE SCHOOL
 BT0930'AT ECHO, THENCE ABOUT 0.45 MILE SOUTH ALONG A BLACK TOP ROAD
 BT0930'LEADING TO NEWVILLE, ABOUT 6.85 MILES NORTHWEST AND NORTH ALONG
 BT0930'A BLACK TOP ROAD FROM THE WATER TOWER AT NEWVILLE, 39 FEET WEST
 BT0930'OF CENTER LINE OF ROAD, 116 FEET NORTHWEST AND ACROSS ROAD FROM
 BT0930'THE NORTHWEST CORNER OF AN UNPAINTED CHURCH, 1 1/2 FEET NORTH OF
 BT0930'R/W MARKER POST NO. P.T. 22/80.2, ABOUT 12 YARDS SOUTH OF NORTH
 BT0930'END OF A CUT, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 BT0930'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1515 ***********************************************************************
 BT1515  DESIGNATION -  F 401 RESET
 BT1515  PID         -  BT1515
 BT1515  STATE/COUNTY-  AL/HENRY
 BT1515  USGS QUAD   -  ABBEVILLE WEST (1981)
 BT1515
 BT1515                         *CURRENT SURVEY CONTROL
 BT1515  ___________________________________________________________________
 BT1515* NAD 83(1986)-  31 30 31.     (N)    085 15 32.     (W)     SCALED    
 BT1515* NAVD 88     -       123.54   (meters)     405.3    (feet)  RESET     
 BT1515  ___________________________________________________________________
 BT1515  GEOID HEIGHT-         -26.50  (meters)                     GEOID03
 BT1515
 BT1515  VERT ORDER  -  THIRD
 BT1515
 BT1515.The horizontal coordinates were scaled from a topographic map and have
 BT1515.an estimated accuracy of +/- 6 seconds.
 BT1515
 BT1515.The orthometric height was computed from unverified reset data.
 BT1515.No vertical observational check was made to the station.
 BT1515
 BT1515.The geoid height was determined by GEOID03.
 BT1515
 BT1515;                    North         East    Units  Estimated Accuracy
 BT1515;SPC AL E     -   111,960.      254,570.      MT  (+/- 180 meters Scaled)
 BT1515
 BT1515                          SUPERSEDED SURVEY CONTROL
 BT1515
 BT1515  NGVD 29 (11/20/03)  123.60   (m)          405.5    (f) RESET       3  
 BT1515
 BT1515.Superseded values are not recommended for survey control.
 BT1515.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1515.See file dsdata.txt to determine how the superseded data were derived.
 BT1515
 BT1515_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV653872(NAD 83)
 BT1515_MARKER: DB = BENCH MARK DISK
 BT1515_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1515_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1515_STAMPING: F 401 RESET 1982
 BT1515_PROJECTION: FLUSH
 BT1515_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1515+STABILITY: SURFACE MOTION
 BT1515
 BT1515  HISTORY     - Date     Condition        Report By
 BT1515  HISTORY     - 1982     MONUMENTED       NGS
 BT1515
 BT1515                          STATION DESCRIPTION
 BT1515
 BT1515'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BT1515'4.45 MI SOUTH FROM ABBEVILLE.
 BT1515'7.16 KM (4.45 MI) SOUTH ALONG U.S. HIGHWAY 431 FROM THE COURTHOUSE IN
 BT1515'ABBEVILLE, 0.24 KM (0.15 MI) SOUTH OF A Y JUNCTION OF PAVED ROAD
 BT1515'LEADING NORTHWEST, 20.94 METERS (68.7 FT) SOUTH-SOUTHEAST OF A SIGN
 BT1515'(HOSPITAL AHEAD), 13.23 METERS (43.3 FT) EAST-NORTHEAST OF THE CENTER
 BT1515'OF HIGHWAY, AND 0.52 METERS (1.7 FT) SOUTH-SOUTHWEST OF A POWERPOLE.
 BT1515'THE MARK IS 1.3 FT  N FROM A WITNESS POST.
 BT1515'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0680 ***********************************************************************
 BT0680  DESIGNATION -  F 402
 BT0680  PID         -  BT0680
 BT0680  STATE/COUNTY-  AL/HENRY
 BT0680  USGS QUAD   -  ABBEVILLE EAST (1979)
 BT0680
 BT0680                         *CURRENT SURVEY CONTROL
 BT0680  ___________________________________________________________________
 BT0680* NAD 83(1986)-  31 33 18.     (N)    085 09 56.     (W)     SCALED    
 BT0680* NAVD 88     -       125.994  (meters)     413.37   (feet)  ADJUSTED  
 BT0680  ___________________________________________________________________
 BT0680  GEOID HEIGHT-         -26.46  (meters)                     GEOID03
 BT0680  DYNAMIC HT  -         125.842 (meters)     412.87  (feet)  COMP
 BT0680  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 BT0680
 BT0680  VERT ORDER  -  SECOND    CLASS 0
 BT0680
 BT0680.The horizontal coordinates were scaled from a topographic map and have
 BT0680.an estimated accuracy of +/- 6 seconds.
 BT0680
 BT0680.The orthometric height was determined by differential leveling
 BT0680.and adjusted by the National Geodetic Survey in June 1991..
 BT0680
 BT0680.The geoid height was determined by GEOID03.
 BT0680
 BT0680.The dynamic height is computed by dividing the NAVD 88
 BT0680.geopotential number by the normal gravity value computed on the
 BT0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0680.degrees latitude (g = 980.6199 gals.).
 BT0680
 BT0680.The modeled gravity was interpolated from observed gravity values.
 BT0680
 BT0680;                    North         East    Units  Estimated Accuracy
 BT0680;SPC AL E     -   117,160.      263,400.      MT  (+/- 180 meters Scaled)
 BT0680
 BT0680                          SUPERSEDED SURVEY CONTROL
 BT0680
 BT0680  NGVD 29 (??/??/92)  126.067  (m)          413.60   (f) ADJ UNCH    2 0
 BT0680
 BT0680.Superseded values are not recommended for survey control.
 BT0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0680.See file dsdata.txt to determine how the superseded data were derived.
 BT0680
 BT0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV741925(NAD 83)
 BT0680_MARKER: DB = BENCH MARK DISK
 BT0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0680_STAMPING: F 402 1953
 BT0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0680+STABILITY: SURFACE MOTION
 BT0680
 BT0680  HISTORY     - Date     Condition        Report By
 BT0680  HISTORY     - 1953     MONUMENTED       CGS
 BT0680
 BT0680                          STATION DESCRIPTION
 BT0680
 BT0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0680'4.2 MI SW FROM SHORTERVILLE.
 BT0680'ABOUT 4.15 MILES WEST AND SOUTHWEST ALONG STATE HIGHWAY 10 FROM
 BT0680'THE JUNCTION OF A BLACK TOP ROAD LEADING SOUTHWEST AT
 BT0680'SHORTERVILLE, ABOUT 0.95 MILE WEST OF CONCRETE BRIDGE OVER
 BT0680'MOUNTAIN CREEK, AT THE TOP OF GRADE, 60 FEET NORTH OF CENTER
 BT0680'LINE OF HIGHWAY, 2 FEET SOUTH OF A FENCE LINE, NORTHWEST AND
 BT0680'ACROSS HIGHWAY FROM A WHITE FRAME HOUSE WITH A GROUP OF LARGE OAK
 BT0680'TREES, 1 FOOT WEST OF HIGHWAY R/W MARKER POST POC 265+00, 10
 BT0680'FEET EAST OF A FENCE CORNER, ABOUT LEVEL WITH HIGHWAY AND SET
 BT0680'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0987 ***********************************************************************
 BT0987  DESIGNATION -  F 403
 BT0987  PID         -  BT0987
 BT0987  STATE/COUNTY-  AL/HENRY
 BT0987  USGS QUAD   -  COLUMBIA NE (1970)
 BT0987
 BT0987                         *CURRENT SURVEY CONTROL
 BT0987  ___________________________________________________________________
 BT0987* NAD 83(1986)-  31 23 58.     (N)    085 05 57.     (W)     SCALED    
 BT0987* NAVD 88     -        76.985  (meters)     252.57   (feet)  ADJUSTED  
 BT0987  ___________________________________________________________________
 BT0987  GEOID HEIGHT-         -26.93  (meters)                     GEOID03
 BT0987  DYNAMIC HT  -          76.891 (meters)     252.27  (feet)  COMP
 BT0987  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BT0987
 BT0987  VERT ORDER  -  SECOND    CLASS 0
 BT0987
 BT0987.The horizontal coordinates were scaled from a topographic map and have
 BT0987.an estimated accuracy of +/- 6 seconds.
 BT0987
 BT0987.The orthometric height was determined by differential leveling
 BT0987.and adjusted by the National Geodetic Survey in June 1991..
 BT0987
 BT0987.The geoid height was determined by GEOID03.
 BT0987
 BT0987.The dynamic height is computed by dividing the NAVD 88
 BT0987.geopotential number by the normal gravity value computed on the
 BT0987.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0987.degrees latitude (g = 980.6199 gals.).
 BT0987
 BT0987.The modeled gravity was interpolated from observed gravity values.
 BT0987
 BT0987;                    North         East    Units  Estimated Accuracy
 BT0987;SPC AL E     -    99,950.      269,820.      MT  (+/- 180 meters Scaled)
 BT0987
 BT0987                          SUPERSEDED SURVEY CONTROL
 BT0987
 BT0987  NGVD 29 (??/??/92)   77.062  (m)          252.83   (f) ADJ UNCH    2 0
 BT0987
 BT0987.Superseded values are not recommended for survey control.
 BT0987.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0987.See file dsdata.txt to determine how the superseded data were derived.
 BT0987
 BT0987_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV807754(NAD 83)
 BT0987_MARKER: DB = BENCH MARK DISK
 BT0987_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0987_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0987_STAMPING: F 403 1953
 BT0987_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0987+STABILITY: SURFACE MOTION
 BT0987
 BT0987  HISTORY     - Date     Condition        Report By
 BT0987  HISTORY     - 1953     MONUMENTED       CGS
 BT0987
 BT0987                          STATION DESCRIPTION
 BT0987
 BT0987'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0987'6 MI E FROM HALEBURG.
 BT0987'ABOUT 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE SCHOOL
 BT0987'AT HALEBURG, THENCE ABOUT 0.55 MILE EAST AND ABOUT 2.3 MILES NORTH
 BT0987'ALONG A GRADED ROAD, ABOUT 1.05 MILE NORTH OF HAYDEN MEMORIAL
 BT0987'HOSPITAL, ABOUT 1.05 MILE SOUTH OF A BRIDGE OVER ABBIE CREEK,
 BT0987'ABOUT 0.8 MILE SOUTH OF JUNCTION OF A ROAD WEST TO HALEBURG, 24
 BT0987'FEET EAST OF CENTER LINE OF ROAD, 173 FEET EAST-SOUTHEAST AND
 BT0987'ACROSS ROAD FROM A MODERN TWO-STORY HOUSE (PERMA-STONE BOTTOM FLOOR
 BT0987'AND FRAME TOP FLOOR), 15 FEET NORTH OF CENTER LINE OF A FARM GATE,
 BT0987'5 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A
 BT0987'WHITE WOODEN WITNESS POST, ABOUT 2 FEET ABOVE LEVEL OF ROAD AND SET
 BT0987'IN THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0988 ***********************************************************************
 BT0988  DESIGNATION -  F 403 RESET
 BT0988  PID         -  BT0988
 BT0988  STATE/COUNTY-  AL/HENRY
 BT0988  USGS QUAD   -  COLUMBIA NE (1970)
 BT0988
 BT0988                         *CURRENT SURVEY CONTROL
 BT0988  ___________________________________________________________________
 BT0988* NAD 83(1986)-  31 25 35.     (N)    085 05 18.     (W)     SCALED    
 BT0988* NAVD 88     -        77.14   (meters)     253.1    (feet)  RESET     
 BT0988  ___________________________________________________________________
 BT0988  GEOID HEIGHT-         -26.86  (meters)                     GEOID03
 BT0988
 BT0988  VERT ORDER  -  THIRD
 BT0988
 BT0988.The horizontal coordinates were scaled from a topographic map and have
 BT0988.an estimated accuracy of +/- 6 seconds.
 BT0988
 BT0988.The orthometric height was computed from unverified reset data.
 BT0988
 BT0988.The geoid height was determined by GEOID03.
 BT0988
 BT0988;                    North         East    Units  Estimated Accuracy
 BT0988;SPC AL E     -   102,940.      270,830.      MT  (+/- 180 meters Scaled)
 BT0988
 BT0988                          SUPERSEDED SURVEY CONTROL
 BT0988
 BT0988  NGVD 29 (??/??/??)   77.21   (m)          253.3    (f) RESET       3  
 BT0988
 BT0988.Superseded values are not recommended for survey control.
 BT0988.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0988.See file dsdata.txt to determine how the superseded data were derived.
 BT0988
 BT0988_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV816784(NAD 83)
 BT0988_MARKER: DB = BENCH MARK DISK
 BT0988_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0988_STAMPING: F 403 RESET 1966
 BT0988_MARK LOGO: CGS   
 BT0988_PROJECTION: FLUSH
 BT0988_MAGNETIC: N = NO MAGNETIC MATERIAL
 BT0988_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0988+STABILITY: SURFACE MOTION
 BT0988
 BT0988  HISTORY     - Date     Condition        Report By
 BT0988  HISTORY     - 1966     MONUMENTED       CGS
 BT0988  HISTORY     - 19660114 GOOD             CGS
 BT0988
 BT0988                          STATION DESCRIPTION
 BT0988
 BT0988'DESCRIBED BY COAST AND GEODETIC SURVEY 1966
 BT0988'3.1 MILES (5.0 KM) SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE SCHOOL AT
 BT0988'HALEBURG, THENCE 0.55 MILE (0.89 KM) EAST, THENCE 2.3 MILES (3.7 KM)
 BT0988'NORTH TO MARK ON RIGHT ACROSS ROAD FROM MR PELHAMS HOUSE.  57 FEET
 BT0988'(17.4 M) EAST OF CENTERLINE OF ROAD, 17 FEET (5.2 M) EAST OF T-FENCE
 BT0988'CORNER, 1 FOOT (0.3 M) NORTH OF A E-W FENCE LINE, 1.5 FEET (0.5 M)
 BT0988'WEST OF METAL WITNESS POST, PROJECTING 4 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0242 ***********************************************************************
 BH0242  DESIGNATION -  F 404
 BH0242  PID         -  BH0242
 BH0242  STATE/COUNTY-  AL/MOBILE
 BH0242  USGS QUAD   -  GRAND BAY (1986)
 BH0242
 BH0242                         *CURRENT SURVEY CONTROL
 BH0242  ___________________________________________________________________
 BH0242* NAD 83(1986)-  30 28 57.     (N)    088 19 35.     (W)     SCALED    
 BH0242* NAVD 88     -        27.913  (meters)      91.58   (feet)  ADJUSTED  
 BH0242  ___________________________________________________________________
 BH0242  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0242  DYNAMIC HT  -          27.876 (meters)      91.46  (feet)  COMP
 BH0242  MODELED GRAV-     979,328.7   (mgal)                       NAVD 88
 BH0242
 BH0242  VERT ORDER  -  FIRST     CLASS I
 BH0242
 BH0242.The horizontal coordinates were scaled from a topographic map and have
 BH0242.an estimated accuracy of +/- 6 seconds.
 BH0242
 BH0242.The orthometric height was determined by differential leveling
 BH0242.and adjusted by the National Geodetic Survey in June 1991..
 BH0242
 BH0242.The geoid height was determined by GEOID03.
 BH0242
 BH0242.The dynamic height is computed by dividing the NAVD 88
 BH0242.geopotential number by the normal gravity value computed on the
 BH0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0242.degrees latitude (g = 980.6199 gals.).
 BH0242
 BH0242.The modeled gravity was interpolated from observed gravity values.
 BH0242
 BH0242;                    North         East    Units  Estimated Accuracy
 BH0242;SPC AL W     -    53,780.      520,660.      MT  (+/- 180 meters Scaled)
 BH0242
 BH0242                          SUPERSEDED SURVEY CONTROL
 BH0242
 BH0242  NGVD 29 (??/??/??)   27.870  (m)           91.44   (f) ADJUSTED    1 1
 BH0242
 BH0242.Superseded values are not recommended for survey control.
 BH0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0242.See file dsdata.txt to determine how the superseded data were derived.
 BH0242
 BH0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU726730(NAD 83)
 BH0242_MARKER: DB = BENCH MARK DISK
 BH0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0242_STAMPING: F 404 1955
 BH0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0242+STABILITY: SURFACE MOTION
 BH0242
 BH0242  HISTORY     - Date     Condition        Report By
 BH0242  HISTORY     - 1955     MONUMENTED       CGS
 BH0242  HISTORY     - 1968     GOOD             CGS
 BH0242
 BH0242                          STATION DESCRIPTION
 BH0242
 BH0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0242'1.0 MI NE FROM GRAND BAY.
 BH0242'ABOUT 1.0 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0242'FROM THE CROSSING OF STATE HIGHWAY 188 AT GRAND BAY, IN SECTION 31, R
 BH0242'3 W, T 6 S, ABOUT 0.3 MILE SOUTHWEST OF MILEPOST 690, ABOUT 125 YARDS
 BH0242'EAST OF AND ACROSS U. S. HIGHWAY 90 FROM THE EAST CORNER OF SELBY
 BH0242'GROCERY AND MARKET, 80 FEET SOUTHEAST OF THE CENTER LINE OF U. S.
 BH0242'HIGHWAY 90, 45.6 FEET NORTHWEST OF THE NORTHWEST RAIL, 37 1/2 FEET
 BH0242'SOUTH OF A POWER LINE POLE, 21 FEET WEST OF A TELEGRAPH POLE, 1.2 FEET
 BH0242'NORTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK, ABOUT 8
 BH0242'FEET BELOW THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BH0242'POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0137 ***********************************************************************
 BH0137  DESIGNATION -  F 405
 BH0137  PID         -  BH0137
 BH0137  STATE/COUNTY-  AL/MOBILE
 BH0137  USGS QUAD   -  THEODORE (1982)
 BH0137
 BH0137                         *CURRENT SURVEY CONTROL
 BH0137  ___________________________________________________________________
 BH0137* NAD 83(1986)-  30 32 42.     (N)    088 10 16.     (W)     SCALED    
 BH0137* NAVD 88     -        18.354  (meters)      60.22   (feet)  ADJUSTED  
 BH0137  ___________________________________________________________________
 BH0137  GEOID HEIGHT-         -28.43  (meters)                     GEOID03
 BH0137  DYNAMIC HT  -          18.329 (meters)      60.13  (feet)  COMP
 BH0137  MODELED GRAV-     979,325.5   (mgal)                       NAVD 88
 BH0137
 BH0137  VERT ORDER  -  FIRST     CLASS I
 BH0137
 BH0137.The horizontal coordinates were scaled from a topographic map and have
 BH0137.an estimated accuracy of +/- 6 seconds.
 BH0137
 BH0137.The orthometric height was determined by differential leveling
 BH0137.and adjusted by the National Geodetic Survey in June 1991..
 BH0137
 BH0137.The geoid height was determined by GEOID03.
 BH0137
 BH0137.The dynamic height is computed by dividing the NAVD 88
 BH0137.geopotential number by the normal gravity value computed on the
 BH0137.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0137.degrees latitude (g = 980.6199 gals.).
 BH0137
 BH0137.The modeled gravity was interpolated from observed gravity values.
 BH0137
 BH0137;                    North         East    Units  Estimated Accuracy
 BH0137;SPC AL W     -    60,610.      535,610.      MT  (+/- 180 meters Scaled)
 BH0137
 BH0137                          SUPERSEDED SURVEY CONTROL
 BH0137
 BH0137  NGVD 29 (??/??/??)   18.309  (m)           60.07   (f) ADJUSTED    1 1
 BH0137
 BH0137.Superseded values are not recommended for survey control.
 BH0137.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0137.See file dsdata.txt to determine how the superseded data were derived.
 BH0137
 BH0137_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU876797(NAD 83)
 BH0137_MARKER: DB = BENCH MARK DISK
 BH0137_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0137_SP_SET: BUILDING
 BH0137_STAMPING: F 405 1955
 BH0137_MARK LOGO: CGS   
 BH0137_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0137
 BH0137  HISTORY     - Date     Condition        Report By
 BH0137  HISTORY     - 1955     MONUMENTED       CGS
 BH0137  HISTORY     - 1968     GOOD             CGS
 BH0137  HISTORY     - 1984     GOOD             NGS
 BH0137
 BH0137                          STATION DESCRIPTION
 BH0137
 BH0137'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0137'IN THEODORE.
 BH0137'AT THEODORE, ABOUT 0.2 MILE SOUTHEAST ALONG A BLACK TOP ROAD FROM THE
 BH0137'CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD, SET VERTICALLY IN
 BH0137'THE SOUTHWEST FACE AT THE NORTHWEST EDGE OF THE SOUTHWEST ENTRANCE TO
 BH0137'THE FIRST BAPTIST CHURCH (A ONE-STORY STONE BUILDING), 52.2 FEET
 BH0137'SOUTHWEST OF THE WEST CORNER OF THE BUILDING AND 3 1/2 FEET ABOVE THE
 BH0137'LEVEL OF THE GROUND.  IN SECTION 10, R 2 W, 6 S.
 BH0137
 BH0137                          STATION RECOVERY (1984)
 BH0137
 BH0137'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 BH0137'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0148 ***********************************************************************
 BH0148  DESIGNATION -  F 406
 BH0148  PID         -  BH0148
 BH0148  STATE/COUNTY-  AL/MOBILE
 BH0148  USGS QUAD   -  MOBILE (1982)
 BH0148
 BH0148                         *CURRENT SURVEY CONTROL
 BH0148  ___________________________________________________________________
 BH0148* NAD 83(1986)-  30 40 13.     (N)    088 04 08.     (W)     SCALED    
 BH0148* NAVD 88     -         7.95   (+/-2cm)      26.1    (feet)  VERTCON   
 BH0148  ___________________________________________________________________
 BH0148  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH0148
 BH0148  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0148
 BH0148.The horizontal coordinates were scaled from a topographic map and have
 BH0148.an estimated accuracy of +/- 6 seconds.
 BH0148
 BH0148.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0148.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0148.The vertical order pertains to the NGVD 29 superseded value.
 BH0148
 BH0148.The geoid height was determined by GEOID03.
 BH0148
 BH0148;                    North         East    Units  Estimated Accuracy
 BH0148;SPC AL W     -    74,440.      545,490.      MT  (+/- 180 meters Scaled)
 BH0148
 BH0148                          SUPERSEDED SURVEY CONTROL
 BH0148
 BH0148  NGVD 29 (??/??/??)    7.926  (m)           26.00   (f) ADJUSTED    1 2
 BH0148
 BH0148.Superseded values are not recommended for survey control.
 BH0148.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0148.See file dsdata.txt to determine how the superseded data were derived.
 BH0148
 BH0148_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU976935(NAD 83)
 BH0148_MARKER: DB = BENCH MARK DISK
 BH0148_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0148_SP_SET: CULVERT
 BH0148_STAMPING: F 406 1955
 BH0148_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0148
 BH0148  HISTORY     - Date     Condition        Report By
 BH0148  HISTORY     - 1955     MONUMENTED       CGS
 BH0148
 BH0148                          STATION DESCRIPTION
 BH0148
 BH0148'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0148'IN MOBILE.
 BH0148'AT MOBILE, ABOUT 1.25 MILES WEST ALONG THE GULF, MOBILE AND OHIO
 BH0148'RAILROAD FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD IN
 BH0148'SOUTH PART OF TOWN, 280 FEET EAST OF CENTER OF CROSSING OF MICHIGAN
 BH0148'AVENUE (A 4-LANE STREET), AT THE DEAD END OF OLD MICHIGAN AVENUE, IN
 BH0148'THE TOP OF THE SOUTHWEST CORNER OF FLOOR OF WEST END OF A 6-FOOT BOX
 BH0148'CULVERT UNDER OLD MICHIGAN AVENUE, 34 1/2 FEET NORTH OF NORTH RAIL, 8
 BH0148'FEET SOUTH OF SOUTHWEST CORNER OF A SIDE WALK, 10 FEET WEST OF A POWER
 BH0148'POLE AND ABOUT 3 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1535 ***********************************************************************
 BH1535  DESIGNATION -  F 406 RESET
 BH1535  PID         -  BH1535
 BH1535  STATE/COUNTY-  AL/MOBILE
 BH1535  USGS QUAD   -  MOBILE (1982)
 BH1535
 BH1535                         *CURRENT SURVEY CONTROL
 BH1535  ___________________________________________________________________
 BH1535* NAD 83(1986)-  30 40 13.     (N)    088 04 08.     (W)     SCALED    
 BH1535* NAVD 88     -         9.48   (+/-2cm)      31.1    (feet)  VERTCON   
 BH1535  ___________________________________________________________________
 BH1535  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 BH1535
 BH1535  VERT ORDER  -  THIRD (See Below)
 BH1535
 BH1535.The horizontal coordinates were scaled from a topographic map and have
 BH1535.an estimated accuracy of +/- 6 seconds.
 BH1535
 BH1535.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH1535.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH1535.The vertical order pertains to the NGVD 29 superseded value.
 BH1535
 BH1535.The geoid height was determined by GEOID03.
 BH1535
 BH1535;                    North         East    Units  Estimated Accuracy
 BH1535;SPC AL W     -    74,440.      545,490.      MT  (+/- 180 meters Scaled)
 BH1535
 BH1535                          SUPERSEDED SURVEY CONTROL
 BH1535
 BH1535  NGVD 29 (??/??/??)    9.46   (m)           31.0    (f) RESET       3  
 BH1535
 BH1535.Superseded values are not recommended for survey control.
 BH1535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1535.See file dsdata.txt to determine how the superseded data were derived.
 BH1535
 BH1535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU976935(NAD 83)
 BH1535_MARKER: DB = BENCH MARK DISK
 BH1535_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH1535_SP_SET: CONCRETE CURB
 BH1535_STAMPING: F 406 RESET 1982
 BH1535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH1535
 BH1535  HISTORY     - Date     Condition        Report By
 BH1535  HISTORY     - 1982     MONUMENTED       NGS
 BH1535
 BH1535                          STATION DESCRIPTION
 BH1535
 BH1535'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 BH1535'IN MOBILE.
 BH1535'1.45 MILES NORTH ALONG MICHIGAN AVENUE FROM THE OVERPASS AND JUNCTION
 BH1535'OF INTERSTATE HIGHWAY 10 IN THE SOUTHWEST SECTION OF MOBILE, TO THE
 BH1535'RAILROAD CROSSING AND MARK ON LEFT, IN THE WEST CONCRETE CURB OF
 BH1535'MICHIGAN AVENUE, 29.0 FEET SOUTH OF THE CENTER OF TENNESSEE AVENUE,
 BH1535'26.0 FEET WEST OF THE CENTER OF MICHIGAN AVENUE, 36.8 FEET
 BH1535'EAST-NORTHEAST OF CYCLONE CORNER, 8.2 FEET SOUTH OF THE SOUTH RAIL OF
 BH1535'RAILROAD TRACK, AND 3.6 FEET EAST OF A METAL STOP SIGN POST.
 BH1535'THE MARK IS 0.5 FT ABOVE MICHIGAN AVE..
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0169 ***********************************************************************
 BH0169  DESIGNATION -  F 407
 BH0169  PID         -  BH0169
 BH0169  STATE/COUNTY-  AL/MOBILE
 BH0169  USGS QUAD   -  SPRING HILL (1982)
 BH0169
 BH0169                         *CURRENT SURVEY CONTROL
 BH0169  ___________________________________________________________________
 BH0169* NAD 83(1986)-  30 44 25.     (N)    088 13 30.     (W)     SCALED    
 BH0169* NAVD 88     -        61.26   (+/-2cm)     201.0    (feet)  VERTCON   
 BH0169  ___________________________________________________________________
 BH0169  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 BH0169
 BH0169  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0169
 BH0169.The horizontal coordinates were scaled from a topographic map and have
 BH0169.an estimated accuracy of +/- 6 seconds.
 BH0169
 BH0169.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0169.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0169.The vertical order pertains to the NGVD 29 superseded value.
 BH0169
 BH0169.The geoid height was determined by GEOID03.
 BH0169
 BH0169;                    North         East    Units  Estimated Accuracy
 BH0169;SPC AL W     -    82,290.      530,580.      MT  (+/- 180 meters Scaled)
 BH0169
 BH0169                          SUPERSEDED SURVEY CONTROL
 BH0169
 BH0169  NGVD 29 (??/??/??)   61.222  (m)          200.86   (f) ADJUSTED    1 2
 BH0169
 BH0169.Superseded values are not recommended for survey control.
 BH0169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0169.See file dsdata.txt to determine how the superseded data were derived.
 BH0169
 BH0169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV827014(NAD 83)
 BH0169_MARKER: DB = BENCH MARK DISK
 BH0169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0169_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0169_STAMPING: F 407 1955
 BH0169_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0169+STABILITY: SURFACE MOTION
 BH0169
 BH0169  HISTORY     - Date     Condition        Report By
 BH0169  HISTORY     - 1955     MONUMENTED       CGS
 BH0169
 BH0169                          STATION DESCRIPTION
 BH0169
 BH0169'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0169'3.25 MI SE FROM SEMMES.
 BH0169'ABOUT 3.25 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BH0169'FROM THE STATION AT SEMMES, ABOUT 8 1/2 TELEPHONE POLES NORTHWEST OF
 BH0169'MILE POST 13, AT CROSSING OF SHILLINGER ROAD, 49 FEET SOUTHWEST OF
 BH0169'SOUTHWEST RAIL, 286 FEET SOUTHEAST OF CENTER OF CROSSING, 158 FEET
 BH0169'EAST OF CENTER LINE OF ROAD, 74 FEET WEST-NORTHWEST OF A TELEPHONE
 BH0169'POLE, 20 FEET NORTHEAST OF A 14-INCH OAK TREE, 2 FEET NORTHEAST OF A
 BH0169'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF TRACK AND SET
 BH0169'IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1405 ***********************************************************************
 BU1405  DESIGNATION -  F 408
 BU1405  PID         -  BU1405
 BU1405  STATE/COUNTY-  AL/ESCAMBIA
 BU1405  USGS QUAD   -  ATMORE (1986)
 BU1405
 BU1405                         *CURRENT SURVEY CONTROL
 BU1405  ___________________________________________________________________
 BU1405* NAD 83(1986)-  31 01 23.     (N)    087 24 55.     (W)     SCALED    
 BU1405* NAVD 88     -        86.893  (meters)     285.08   (feet)  ADJUSTED  
 BU1405  ___________________________________________________________________
 BU1405  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 BU1405  DYNAMIC HT  -          86.782 (meters)     284.72  (feet)  COMP
 BU1405  MODELED GRAV-     979,365.4   (mgal)                       NAVD 88
 BU1405
 BU1405  VERT ORDER  -  FIRST     CLASS II
 BU1405
 BU1405.The horizontal coordinates were scaled from a topographic map and have
 BU1405.an estimated accuracy of +/- 6 seconds.
 BU1405
 BU1405.The orthometric height was determined by differential leveling
 BU1405.and adjusted by the National Geodetic Survey in June 1991..
 BU1405
 BU1405.The geoid height was determined by GEOID03.
 BU1405
 BU1405.The dynamic height is computed by dividing the NAVD 88
 BU1405.geopotential number by the normal gravity value computed on the
 BU1405.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1405.degrees latitude (g = 980.6199 gals.).
 BU1405
 BU1405.The modeled gravity was interpolated from observed gravity values.
 BU1405
 BU1405;                    North         East    Units  Estimated Accuracy
 BU1405;SPC AL W     -   113,410.      608,090.      MT  (+/- 180 meters Scaled)
 BU1405
 BU1405                          SUPERSEDED SURVEY CONTROL
 BU1405
 BU1405  NGVD 29 (??/??/92)   86.869  (m)          285.00   (f) ADJ UNCH    1 2
 BU1405
 BU1405.Superseded values are not recommended for survey control.
 BU1405.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1405.See file dsdata.txt to determine how the superseded data were derived.
 BU1405
 BU1405_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV603322(NAD 83)
 BU1405_MARKER: DB = BENCH MARK DISK
 BU1405_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1405_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1405_STAMPING: F 408 1955
 BU1405_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1405+STABILITY: SURFACE MOTION
 BU1405
 BU1405  HISTORY     - Date     Condition        Report By
 BU1405  HISTORY     - 1955     MONUMENTED       CGS
 BU1405
 BU1405                          STATION DESCRIPTION
 BU1405
 BU1405'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BU1405'4.85 MI E FROM ATMORE.
 BU1405'4.6 MILES EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM THE
 BU1405'STATION AT ATMORE, THENCE ABOUT 0.25 MILE SOUTH ALONG THE NORTH-SOUTH
 BU1405'RUNWAY AT BACHELOR AIRPORT, ABOUT 0.35 MILE WEST ALONG RAILROAD FROM
 BU1405'THE STATION AT CANOE, THENCE ABOUT 0.25 MILE SOUTH, 110 FEET WEST OF
 BU1405'CENTER LINE OF NORTH-SOUTH RUNWAY, 1 FOOT EAST OF A WIRE FENCE ON WEST
 BU1405'SIDE OF FIELD, 2 FEET NORTH OF POLE SUPPORTING WING-SOCK, ABOUT LEVEL
 BU1405'WITH RUNWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2632 ***********************************************************************
 BG2632  DESIGNATION -  F 409
 BG2632  PID         -  BG2632
 BG2632  STATE/COUNTY-  AL/BALDWIN
 BG2632  USGS QUAD   -  DYAS (1994)
 BG2632
 BG2632                         *CURRENT SURVEY CONTROL
 BG2632  ___________________________________________________________________
 BG2632* NAD 83(1986)-  30 54 53.     (N)    087 44 03.     (W)     SCALED    
 BG2632* NAVD 88     -        54.669  (meters)     179.36   (feet)  ADJUSTED  
 BG2632  ___________________________________________________________________
 BG2632  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 BG2632  DYNAMIC HT  -          54.599 (meters)     179.13  (feet)  COMP
 BG2632  MODELED GRAV-     979,358.2   (mgal)                       NAVD 88
 BG2632
 BG2632  VERT ORDER  -  FIRST     CLASS II
 BG2632
 BG2632.The horizontal coordinates were scaled from a topographic map and have
 BG2632.an estimated accuracy of +/- 6 seconds.
 BG2632
 BG2632.The orthometric height was determined by differential leveling
 BG2632.and adjusted by the National Geodetic Survey in June 1991..
 BG2632
 BG2632.The geoid height was determined by GEOID03.
 BG2632
 BG2632.The dynamic height is computed by dividing the NAVD 88
 BG2632.geopotential number by the normal gravity value computed on the
 BG2632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2632.degrees latitude (g = 980.6199 gals.).
 BG2632
 BG2632.The modeled gravity was interpolated from observed gravity values.
 BG2632
 BG2632;                    North         East    Units  Estimated Accuracy
 BG2632;SPC AL W     -   101,420.      577,620.      MT  (+/- 180 meters Scaled)
 BG2632
 BG2632                          SUPERSEDED SURVEY CONTROL
 BG2632
 BG2632  NGVD 29 (??/??/92)   54.628  (m)          179.23   (f) ADJ UNCH    1 2
 BG2632
 BG2632.Superseded values are not recommended for survey control.
 BG2632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2632.See file dsdata.txt to determine how the superseded data were derived.
 BG2632
 BG2632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV298203(NAD 83)
 BG2632_MARKER: DB = BENCH MARK DISK
 BG2632_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG2632_SP_SET: CULVERT
 BG2632_STAMPING: F 409 1955
 BG2632_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2632
 BG2632  HISTORY     - Date     Condition        Report By
 BG2632  HISTORY     - 1955     MONUMENTED       CGS
 BG2632
 BG2632                          STATION DESCRIPTION
 BG2632
 BG2632'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG2632'3.2 MI NE FROM BAY MINETTE.
 BG2632'ABOUT 3.15 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 BG2632'RAILROAD FROM THE STATION AT BAY MINETTE, ABOUT 295 YARDS
 BG2632'SOUTHWEST OF MILE POST 639, ABOUT 420 YARDS SOUTHWEST OF TRESTLE
 BG2632'NO. 181 OVER A CREEK BRANCH, IN THE TOP OF THE NORTHEAST END
 BG2632'OF THE SOUTHEAST HEAD WALL OF A 6-FOOT CONCRETE BOX CULVERT
 BG2632'UNDER TRACK, 25 FEET SOUTHEAST OF SOUTHEAST RAIL AND ABOUT
 BG2632'10 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0609 ***********************************************************************
 CN0609  DESIGNATION -  F 42 RESET
 CN0609  PID         -  CN0609
 CN0609  STATE/COUNTY-  AL/AUTAUGA
 CN0609  USGS QUAD   -  PRATTVILLE (1981)
 CN0609
 CN0609                         *CURRENT SURVEY CONTROL
 CN0609  ___________________________________________________________________
 CN0609* NAD 83(1986)-  32 27 34.     (N)    086 27 37.     (W)     SCALED    
 CN0609* NAVD 88     -        74.35   (meters)     243.9    (feet)  RESET     
 CN0609  ___________________________________________________________________
 CN0609  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 CN0609
 CN0609  VERT ORDER  -  THIRD
 CN0609
 CN0609.The horizontal coordinates were scaled from a topographic map and have
 CN0609.an estimated accuracy of +/- 6 seconds.
 CN0609
 CN0609.The orthometric height was computed from unverified reset data.
 CN0609
 CN0609.The geoid height was determined by GEOID03.
 CN0609
 CN0609;                    North         East    Units  Estimated Accuracy
 CN0609;SPC AL W     -   273,150.      697,750.      MT  (+/- 180 meters Scaled)
 CN0609
 CN0609                          SUPERSEDED SURVEY CONTROL
 CN0609
 CN0609.No superseded survey control is available for this station.
 CN0609
 CN0609_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA507914(NAD 83)
 CN0609_MARKER: DB = BENCH MARK DISK
 CN0609_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0609_SP_SET: OVERPASS
 CN0609_STAMPING: F 42 RESET 1958
 CN0609_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0609
 CN0609  HISTORY     - Date     Condition        Report By
 CN0609  HISTORY     - 1958     MONUMENTED       CGS
 CN0609
 CN0609                          STATION DESCRIPTION
 CN0609
 CN0609'DESCRIBED BY COAST AND GEODETIC SURVEY 1958
 CN0609'1.1 MI SE FROM PRATTVILLE.
 CN0609'1.1 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 CN0609'STATION AT PRATTVILLE, AT THE NEW OVERPASS ON U.S. HIGHWAY 82 AND
 CN0609'STATE HIGHWAY 14.  IT IS SET IN A DRILL HOLE IN THE NORTH END OF THE
 CN0609'WEST CONCRETE WALK OF THE OVERPASS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0245 ***********************************************************************
 BU0245  DESIGNATION -  F 421
 BU0245  PID         -  BU0245
 BU0245  STATE/COUNTY-  AL/COVINGTON
 BU0245  USGS QUAD   -  FLORALA (1984)
 BU0245
 BU0245                         *CURRENT SURVEY CONTROL
 BU0245  ___________________________________________________________________
 BU0245* NAD 83(1986)-  31 05 57.     (N)    086 17 48.     (W)     SCALED    
 BU0245* NAVD 88     -        69.424  (meters)     227.77   (feet)  ADJUSTED  
 BU0245  ___________________________________________________________________
 BU0245  GEOID HEIGHT-         -27.00  (meters)                     GEOID03
 BU0245  DYNAMIC HT  -          69.338 (meters)     227.49  (feet)  COMP
 BU0245  MODELED GRAV-     979,395.7   (mgal)                       NAVD 88
 BU0245
 BU0245  VERT ORDER  -  FIRST     CLASS I
 BU0245
 BU0245.The horizontal coordinates were scaled from a topographic map and have
 BU0245.an estimated accuracy of +/- 6 seconds.
 BU0245
 BU0245.The orthometric height was determined by differential leveling
 BU0245.and adjusted by the National Geodetic Survey in June 1991..
 BU0245
 BU0245.The geoid height was determined by GEOID03.
 BU0245
 BU0245.The dynamic height is computed by dividing the NAVD 88
 BU0245.geopotential number by the normal gravity value computed on the
 BU0245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0245.degrees latitude (g = 980.6199 gals.).
 BU0245
 BU0245.The modeled gravity was interpolated from observed gravity values.
 BU0245
 BU0245;                    North         East    Units  Estimated Accuracy
 BU0245;SPC AL E     -    66,520.      155,800.      MT  (+/- 180 meters Scaled)
 BU0245
 BU0245                          SUPERSEDED SURVEY CONTROL
 BU0245
 BU0245  NGVD 29 (??/??/92)   69.460  (m)          227.89   (f) ADJ UNCH    1 1
 BU0245
 BU0245.Superseded values are not recommended for survey control.
 BU0245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0245.See file dsdata.txt to determine how the superseded data were derived.
 BU0245
 BU0245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV670408(NAD 83)
 BU0245_MARKER: DB = BENCH MARK DISK
 BU0245_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0245_SP_SET: CULVERT
 BU0245_STAMPING: F 421 1967
 BU0245_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0245
 BU0245  HISTORY     - Date     Condition        Report By
 BU0245  HISTORY     - 1967     MONUMENTED       CGS
 BU0245  HISTORY     - 1968     GOOD             NGS
 BU0245
 BU0245                          STATION DESCRIPTION
 BU0245
 BU0245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0245'7.2 MI NE FROM LOCKHART.
 BU0245'ABOUT 7.2 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BU0245'FROM THE CROSSING OF STATE HIGHWAY 55 AT LOCKHART, ABOUT 0.3 MILE
 BU0245'NORTHEAST OF MILEPOST 609, ABOUT 0.2 MILE SOUTHWEST OF THE U.S.
 BU0245'HIGHWAY 331 OVERPASS OVER THE TRACK, SET IN THE TOP OF THE SOUTHWEST
 BU0245'END OF THE NORTHWEST HEAD WALL OF AN 8-FOOT CONCRETE BOX CULVERT UNDER
 BU0245'THE TRACK, 11 FEET NORTHWEST OF THE NORTHWEST RAIL, 1.2 FEET NORTHEAST
 BU0245'OF THE SOUTHWEST END OF THE HEAD WALL AND ABOUT 2 FEET BELOW THE LEVEL
 BU0245'OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0403 ***********************************************************************
 CN0403  DESIGNATION -  F 423
 CN0403  PID         -  CN0403
 CN0403  STATE/COUNTY-  AL/MONTGOMERY
 CN0403  USGS QUAD   -  SNOWDOUN (1985)
 CN0403
 CN0403                         *CURRENT SURVEY CONTROL
 CN0403  ___________________________________________________________________
 CN0403* NAD 83(1986)-  32 10 50.     (N)    086 16 12.     (W)     SCALED    
 CN0403* NAVD 88     -        69.026  (meters)     226.46   (feet)  ADJUSTED  
 CN0403  ___________________________________________________________________
 CN0403  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 CN0403  DYNAMIC HT  -          68.947 (meters)     226.20  (feet)  COMP
 CN0403  MODELED GRAV-     979,484.8   (mgal)                       NAVD 88
 CN0403
 CN0403  VERT ORDER  -  FIRST     CLASS I
 CN0403
 CN0403.The horizontal coordinates were scaled from a topographic map and have
 CN0403.an estimated accuracy of +/- 6 seconds.
 CN0403
 CN0403.The orthometric height was determined by differential leveling
 CN0403.and adjusted by the National Geodetic Survey in June 1991..
 CN0403
 CN0403.The geoid height was determined by GEOID03.
 CN0403
 CN0403.The dynamic height is computed by dividing the NAVD 88
 CN0403.geopotential number by the normal gravity value computed on the
 CN0403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0403.degrees latitude (g = 980.6199 gals.).
 CN0403
 CN0403.The modeled gravity was interpolated from observed gravity values.
 CN0403
 CN0403;                    North         East    Units  Estimated Accuracy
 CN0403;SPC AL E     -   186,410.      158,820.      MT  (+/- 180 meters Scaled)
 CN0403
 CN0403                          SUPERSEDED SURVEY CONTROL
 CN0403
 CN0403  NGVD 29 (??/??/92)   69.008  (m)          226.40   (f) ADJ UNCH    1 1
 CN0403
 CN0403.Superseded values are not recommended for survey control.
 CN0403.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0403.See file dsdata.txt to determine how the superseded data were derived.
 CN0403
 CN0403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA688606(NAD 83)
 CN0403_MARKER: DB = BENCH MARK DISK
 CN0403_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0403_SP_SET: BRIDGE ABUTMENT
 CN0403_STAMPING: F 423 1967
 CN0403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0403
 CN0403  HISTORY     - Date     Condition        Report By
 CN0403  HISTORY     - 1967     MONUMENTED       CGS
 CN0403
 CN0403                          STATION DESCRIPTION
 CN0403
 CN0403'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0403'4.7 MI S FROM SNOWDOUN.
 CN0403'ABOUT 4.7 MILES SOUTH ALONG U. S. HIGHWAY 331 FROM THE BLACK TOPPED
 CN0403'ROAD CROSSING AT SNOWDOUN, 1.3 MILES NORTH OF A GRAVELED ROAD CROSSING
 CN0403'AT LE GRAND, SET ON THE TOP OF THE EAST END OF THE SOUTH CONCRETE
 CN0403'ABUTMENT OF THE SOUTH ONE OF TWO 70-FOOT CONCRETE BRIDGE OVER SMALL
 CN0403'STREAMS, 16 FEET EAST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT
 CN0403'LEVEL WITH THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1324 ***********************************************************************
 BT1324  DESIGNATION -  F 424
 BT1324  PID         -  BT1324
 BT1324  STATE/COUNTY-  AL/PIKE
 BT1324  USGS QUAD   -  TROY (1981)
 BT1324
 BT1324                         *CURRENT SURVEY CONTROL
 BT1324  ___________________________________________________________________
 BT1324* NAD 83(1986)-  31 48 19.     (N)    085 58 53.     (W)     SCALED    
 BT1324* NAVD 88     -       159.727  (meters)     524.04   (feet)  ADJUSTED  
 BT1324  ___________________________________________________________________
 BT1324  GEOID HEIGHT-         -26.56  (meters)                     GEOID03
 BT1324  DYNAMIC HT  -         159.537 (meters)     523.41  (feet)  COMP
 BT1324  MODELED GRAV-     979,445.7   (mgal)                       NAVD 88
 BT1324
 BT1324  VERT ORDER  -  FIRST     CLASS I
 BT1324
 BT1324.The horizontal coordinates were scaled from a topographic map and have
 BT1324.an estimated accuracy of +/- 6 seconds.
 BT1324
 BT1324.The orthometric height was determined by differential leveling
 BT1324.and adjusted by the National Geodetic Survey in June 1991..
 BT1324
 BT1324.The geoid height was determined by GEOID03.
 BT1324
 BT1324.The dynamic height is computed by dividing the NAVD 88
 BT1324.geopotential number by the normal gravity value computed on the
 BT1324.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1324.degrees latitude (g = 980.6199 gals.).
 BT1324
 BT1324.The modeled gravity was interpolated from observed gravity values.
 BT1324
 BT1324;                    North         East    Units  Estimated Accuracy
 BT1324;SPC AL E     -   144,720.      185,980.      MT  (+/- 180 meters Scaled)
 BT1324
 BT1324                          SUPERSEDED SURVEY CONTROL
 BT1324
 BT1324  NGVD 29 (??/??/92)  159.709  (m)          523.98   (f) ADJ UNCH    1 1
 BT1324
 BT1324.Superseded values are not recommended for survey control.
 BT1324.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1324.See file dsdata.txt to determine how the superseded data were derived.
 BT1324
 BT1324_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA964193(NAD 83)
 BT1324_MARKER: DB = BENCH MARK DISK
 BT1324_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1324_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1324_STAMPING: F 424 1967
 BT1324_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1324+STABILITY: SURFACE MOTION
 BT1324
 BT1324  HISTORY     - Date     Condition        Report By
 BT1324  HISTORY     - 1967     MONUMENTED       CGS
 BT1324  HISTORY     - 1968     GOOD             NGS
 BT1324
 BT1324                          STATION DESCRIPTION
 BT1324
 BT1324'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BT1324'AT TROY.
 BT1324'AT TROY, ALONG THE SEABOARD COAST LINE RAILROAD, 0.45 MILE
 BT1324'NORTHWEST OF MILEPOST N 851, 0.45 MILE NORTHWEST OF THE STATION,
 BT1324'149 FEET WEST OF THE CENTER LINE OF DEAN STREET, 29 FEET SOUTH OF
 BT1324'THE SOUTH RAIL OF THE MAIN TRACK, 8 FEET SOUTHEAST OF A ONE MILE
 BT1324'RAILROAD SIGN, 4 1/2 FEET NORTHWEST OF A TELEPHONE POLE, 2 FEET
 BT1324'SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE TRACK AND
 BT1324'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES ABOVE THE
 BT1324'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0398 ***********************************************************************
 CN0398  DESIGNATION -  F 425
 CN0398  PID         -  CN0398
 CN0398  STATE/COUNTY-  AL/MONTGOMERY
 CN0398  USGS QUAD   -  SNOWDOUN (1985)
 CN0398
 CN0398                         *CURRENT SURVEY CONTROL
 CN0398  ___________________________________________________________________
 CN0398* NAD 83(1986)-  32 12 47.     (N)    086 17 33.     (W)     SCALED    
 CN0398* NAVD 88     -        82.142  (meters)     269.49   (feet)  ADJUSTED  
 CN0398  ___________________________________________________________________
 CN0398  GEOID HEIGHT-         -27.58  (meters)                     GEOID03
 CN0398  DYNAMIC HT  -          82.047 (meters)     269.18  (feet)  COMP
 CN0398  MODELED GRAV-     979,487.8   (mgal)                       NAVD 88
 CN0398
 CN0398  VERT ORDER  -  FIRST     CLASS I
 CN0398
 CN0398.The horizontal coordinates were scaled from a topographic map and have
 CN0398.an estimated accuracy of +/- 6 seconds.
 CN0398
 CN0398.The orthometric height was determined by differential leveling
 CN0398.and adjusted by the National Geodetic Survey in June 1991..
 CN0398
 CN0398.The geoid height was determined by GEOID03.
 CN0398
 CN0398.The dynamic height is computed by dividing the NAVD 88
 CN0398.geopotential number by the normal gravity value computed on the
 CN0398.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0398.degrees latitude (g = 980.6199 gals.).
 CN0398
 CN0398.The modeled gravity was interpolated from observed gravity values.
 CN0398
 CN0398;                    North         East    Units  Estimated Accuracy
 CN0398;SPC AL E     -   190,020.      156,710.      MT  (+/- 180 meters Scaled)
 CN0398
 CN0398                          SUPERSEDED SURVEY CONTROL
 CN0398
 CN0398  NGVD 29 (??/??/92)   82.120  (m)          269.42   (f) ADJ UNCH    1 1
 CN0398
 CN0398.Superseded values are not recommended for survey control.
 CN0398.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0398.See file dsdata.txt to determine how the superseded data were derived.
 CN0398
 CN0398_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA666642(NAD 83)
 CN0398_MARKER: DB = BENCH MARK DISK
 CN0398_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN0398_SP_SET: 11.5 FEET
 CN0398_STAMPING: F 425 1967
 CN0398_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0398
 CN0398  HISTORY     - Date     Condition        Report By
 CN0398  HISTORY     - 1967     MONUMENTED       CGS
 CN0398  HISTORY     - 20010415 MARK NOT FOUND   NGS
 CN0398
 CN0398                          STATION DESCRIPTION
 CN0398
 CN0398'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 CN0398'2.05 MI S FROM SNOWDOUN.
 CN0398'ABOUT 2.05 MILES SOUTH ALONG U. S. HIGHWAY 331 FROM THE BLACK TOPPED
 CN0398'ROAD CROSSING AT SNOWDOUN, 0.35 MILE SOUTH OF THE HIGHWAY OVERPASS
 CN0398'OVER THE SEABOARD COAST LINE RAILROAD, NEAR THE NORTHEAST CORNER OF
 CN0398'THE MONTGOMERY MEMORY GARDEN CEMETERY, 61 FEET WEST OF THE CENTER LINE
 CN0398'OF THE HIGHWAY, 6 1/2 FEET WEST OF A FENCE CORNER FOR FENCE AROUND A
 CN0398'PASTURE AND THE NORTH SIDE OF THE CEMETERY, 1 FOOT SOUTH OF FENCE
 CN0398'LINE, 2 1/2 FEET BELOW THE LEVEL OF THE HIGHWAY AND IS A DISK ON THE
 CN0398'TOP OF A COPPER COATED STEEL ROD FLUSH WITH THE GROUND AND PROTECTED
 CN0398'BY A 6 INCH METAL PIPE WHICH PROJECTS 1 INCH ABOVE THE LEVEL OF THE
 CN0398'GROUND.  THE ROD WAS DRIVEN TO REFUSAL AT A DEPTH OF 11.5 FEET.
 CN0398
 CN0398                          STATION RECOVERY (2001)
 CN0398
 CN0398'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 CN0398'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0020 ***********************************************************************
 BU0020  DESIGNATION -  F 426
 BU0020  PID         -  BU0020
 BU0020  STATE/COUNTY-  AL/CRENSHAW
 BU0020  USGS QUAD   -  BULLOCK (1968)
 BU0020
 BU0020                         *CURRENT SURVEY CONTROL
 BU0020  ___________________________________________________________________
 BU0020* NAD 83(1986)-  31 35 20.     (N)    086 13 43.     (W)     SCALED    
 BU0020* NAVD 88     -        85.571  (meters)     280.74   (feet)  ADJUSTED  
 BU0020  ___________________________________________________________________
 BU0020  GEOID HEIGHT-         -26.68  (meters)                     GEOID03
 BU0020  DYNAMIC HT  -          85.468 (meters)     280.41  (feet)  COMP
 BU0020  MODELED GRAV-     979,431.5   (mgal)                       NAVD 88
 BU0020
 BU0020  VERT ORDER  -  FIRST     CLASS I
 BU0020
 BU0020.The horizontal coordinates were scaled from a topographic map and have
 BU0020.an estimated accuracy of +/- 6 seconds.
 BU0020
 BU0020.The orthometric height was determined by differential leveling
 BU0020.and adjusted by the National Geodetic Survey in June 1991..
 BU0020
 BU0020.The geoid height was determined by GEOID03.
 BU0020
 BU0020.The dynamic height is computed by dividing the NAVD 88
 BU0020.geopotential number by the normal gravity value computed on the
 BU0020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0020.degrees latitude (g = 980.6199 gals.).
 BU0020
 BU0020.The modeled gravity was interpolated from observed gravity values.
 BU0020
 BU0020;                    North         East    Units  Estimated Accuracy
 BU0020;SPC AL E     -   120,790.      162,490.      MT  (+/- 180 meters Scaled)
 BU0020
 BU0020                          SUPERSEDED SURVEY CONTROL
 BU0020
 BU0020  NGVD 29 (??/??/92)   85.571  (m)          280.74   (f) ADJ UNCH    1 1
 BU0020
 BU0020.Superseded values are not recommended for survey control.
 BU0020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0020.See file dsdata.txt to determine how the superseded data were derived.
 BU0020
 BU0020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV731951(NAD 83)
 BU0020_MARKER: DB = BENCH MARK DISK
 BU0020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0020_STAMPING: F 426 1967
 BU0020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0020+STABILITY: SURFACE MOTION
 BU0020
 BU0020  HISTORY     - Date     Condition        Report By
 BU0020  HISTORY     - 1967     MONUMENTED       CGS
 BU0020
 BU0020                          STATION DESCRIPTION
 BU0020
 BU0020'DESCRIBED BY COAST AND GEODETIC SURVEY 1967
 BU0020'1.75 MI NE FROM BRANTLEY.
 BU0020'1.75 MILES NORTHEAST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM THE
 BU0020'CROSSING OF MAIN STREET AT BRANTLEY, 0.5 MILE SOUTHWEST OF MILEPOST S
 BU0020'399, AT A PRIVATE ROAD CROSSING, 50 FEET EAST OF THE CENTER OF THE
 BU0020'CROSSING AND THE MAIN TRACK, 20 FEET NORTHEAST OF THE CENTER OF A GATE
 BU0020'ACROSS THE ROAD, 48 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 1 FOOT
 BU0020'NORTHWEST OF A FENCE LINE, 2 FEET SOUTHWEST OF A METAL WITNESS POST, 3
 BU0020'FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 BU0020'POST PROJECTING 5 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0310 ***********************************************************************
 CN0310  DESIGNATION -  F 427
 CN0310  PID         -  CN0310
 CN0310  STATE/COUNTY-  AL/MONTGOMERY
 CN0310  USGS QUAD   -  WILLOW SPRINGS (1987)
 CN0310
 CN0310                         *CURRENT SURVEY CONTROL
 CN0310  ___________________________________________________________________
 CN0310* NAD 83(1986)-  32 24 45.     (N)    086 10 30.     (W)     SCALED    
 CN0310* NAVD 88     -        53.178  (meters)     174.47   (feet)  ADJUSTED  
 CN0310  ___________________________________________________________________
 CN0310  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 CN0310  DYNAMIC HT  -          53.117 (meters)     174.27  (feet)  COMP
 CN0310  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 CN0310
 CN0310  VERT ORDER  -  FIRST     CLASS I
 CN0310
 CN0310.The horizontal coordinates were scaled from a topographic map and have
 CN0310.an estimated accuracy of +/- 6 seconds.
 CN0310
 CN0310.The orthometric height was determined by differential leveling
 CN0310.and adjusted by the National Geodetic Survey in June 1991..
 CN0310
 CN0310.The geoid height was determined by GEOID03.
 CN0310
 CN0310.The dynamic height is computed by dividing the NAVD 88
 CN0310.geopotential number by the normal gravity value computed on the
 CN0310.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0310.degrees latitude (g = 980.6199 gals.).
 CN0310
 CN0310.The modeled gravity was interpolated from observed gravity values.
 CN0310
 CN0310;                    North         East    Units  Estimated Accuracy
 CN0310;SPC AL E     -   212,100.      167,860.      MT  (+/- 180 meters Scaled)
 CN0310
 CN0310                          SUPERSEDED SURVEY CONTROL
 CN0310
 CN0310  NGVD 29 (??/??/92)   53.158  (m)          174.40   (f) ADJ UNCH    1 1
 CN0310
 CN0310.Superseded values are not recommended for survey control.
 CN0310.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0310.See file dsdata.txt to determine how the superseded data were derived.
 CN0310
 CN0310_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA775864(NAD 83)
 CN0310_MARKER: DB = BENCH MARK DISK
 CN0310_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0310_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0310_STAMPING: F 427 1967
 CN0310_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0310+STABILITY: SURFACE MOTION
 CN0310
 CN0310  HISTORY     - Date     Condition        Report By
 CN0310  HISTORY     - 1967     MONUMENTED       CGS
 CN0310  HISTORY     - 1968     GOOD             NGS
 CN0310
 CN0310                          STATION DESCRIPTION
 CN0310
 CN0310'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0310'6.5 MI E FROM BOYLSTON.
 CN0310'ABOUT 6.5 MILES EAST ALONG THE WESTERN RAILWAY OF ALABAMA FROM THE
 CN0310'STATION AT BOYLSTON, ABOUT 4 1/2 RAILS WEST OF A SAND ROAD CROSSING
 CN0310'WHICH LEADS TO A LARGE SAND QUARRY, 58 FEET SOUTHEAST OF MILEPOST 165,
 CN0310'37.5 FEET SOUTH OF THE SOUTH RAIL, 8 1/2 FEET WEST OF A TELEGRAPH
 CN0310'POLE, IN LINE WITH A ROW OF POLES, 3 FEET BELOW THE LEVEL OF THE TRACK
 CN0310'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES ABOVE THE
 CN0310'LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1060 ***********************************************************************
 CM1060  DESIGNATION -  F 428
 CM1060  PID         -  CM1060
 CM1060  STATE/COUNTY-  AL/MACON
 CM1060  USGS QUAD   -  LA PLACE (1971)
 CM1060
 CM1060                         *CURRENT SURVEY CONTROL
 CM1060  ___________________________________________________________________
 CM1060* NAD 83(1986)-  32 27 49.     (N)    085 51 59.     (W)     SCALED    
 CM1060* NAVD 88     -        66.331  (meters)     217.62   (feet)  ADJUSTED  
 CM1060  ___________________________________________________________________
 CM1060  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 CM1060  DYNAMIC HT  -          66.254 (meters)     217.37  (feet)  COMP
 CM1060  MODELED GRAV-     979,478.5   (mgal)                       NAVD 88
 CM1060
 CM1060  VERT ORDER  -  FIRST     CLASS I
 CM1060
 CM1060.The horizontal coordinates were scaled from a topographic map and have
 CM1060.an estimated accuracy of +/- 6 seconds.
 CM1060
 CM1060.The orthometric height was determined by differential leveling
 CM1060.and adjusted by the National Geodetic Survey in June 1991..
 CM1060
 CM1060.The geoid height was determined by GEOID03.
 CM1060
 CM1060.The dynamic height is computed by dividing the NAVD 88
 CM1060.geopotential number by the normal gravity value computed on the
 CM1060.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1060.degrees latitude (g = 980.6199 gals.).
 CM1060
 CM1060.The modeled gravity was interpolated from observed gravity values.
 CM1060
 CM1060;                    North         East    Units  Estimated Accuracy
 CM1060;SPC AL E     -   217,710.      196,890.      MT  (+/- 180 meters Scaled)
 CM1060
 CM1060                          SUPERSEDED SURVEY CONTROL
 CM1060
 CM1060  NGVD 29 (??/??/92)   66.307  (m)          217.54   (f) ADJ UNCH    1 1
 CM1060
 CM1060.Superseded values are not recommended for survey control.
 CM1060.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1060.See file dsdata.txt to determine how the superseded data were derived.
 CM1060
 CM1060_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA065923(NAD 83)
 CM1060_MARKER: DB = BENCH MARK DISK
 CM1060_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1060_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1060_STAMPING: F 428 1968
 CM1060_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1060+STABILITY: SURFACE MOTION
 CM1060
 CM1060  HISTORY     - Date     Condition        Report By
 CM1060  HISTORY     - 1934     MONUMENTED       CGS
 CM1060  HISTORY     - 1982     GOOD             NGS
 CM1060
 CM1060                          STATION DESCRIPTION
 CM1060
 CM1060'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM1060'2.5 MI NE FROM MILSTEAD.
 CM1060'ABOUT 2.5 MILES NORTHEAST ALONG THE WESTERN RAILWAY OF ALABAMA
 CM1060'FROM THE POST OFFICE AT MILSTEAD, 130 FEET NORTHEAST OF
 CM1060'MILEPOST 145, 67 1/2 FEET SOUTH OF THE CENTER OF THE CROSSING OF A
 CM1060'GRAVELED ROAD, 48 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 36
 CM1060'FEET SOUTHEAST OF THE SOUTHEAST RAIL, 34 1/2 FEET NORTHEAST OF
 CM1060'TELEGRAPH POLE 18 F, 1.4 FEET NORTHEAST OF A METAL WITNESS POST,
 CM1060'ABOUT 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF
 CM1060'A CONCRETE POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 CM1060
 CM1060                          STATION RECOVERY (1982)
 CM1060
 CM1060'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 CM1060'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1213 ***********************************************************************
 CM1213  DESIGNATION -  F 429
 CM1213  PID         -  CM1213
 CM1213  STATE/COUNTY-  AL/LEE
 CM1213  USGS QUAD   -  LOACHAPOKA (1983)
 CM1213
 CM1213                         *CURRENT SURVEY CONTROL
 CM1213  ___________________________________________________________________
 CM1213* NAD 83(1986)-  32 36 01.     (N)    085 32 30.     (W)     SCALED    
 CM1213* NAVD 88     -       202.916  (meters)     665.73   (feet)  ADJUSTED  
 CM1213  ___________________________________________________________________
 CM1213  GEOID HEIGHT-         -28.61  (meters)                     GEOID03
 CM1213  DYNAMIC HT  -         202.676 (meters)     664.95  (feet)  COMP
 CM1213  MODELED GRAV-     979,453.8   (mgal)                       NAVD 88
 CM1213
 CM1213  VERT ORDER  -  FIRST     CLASS I
 CM1213
 CM1213.The horizontal coordinates were scaled from a topographic map and have
 CM1213.an estimated accuracy of +/- 6 seconds.
 CM1213
 CM1213.The orthometric height was determined by differential leveling
 CM1213.and adjusted by the National Geodetic Survey in June 1991..
 CM1213
 CM1213.The geoid height was determined by GEOID03.
 CM1213
 CM1213.The dynamic height is computed by dividing the NAVD 88
 CM1213.geopotential number by the normal gravity value computed on the
 CM1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1213.degrees latitude (g = 980.6199 gals.).
 CM1213
 CM1213.The modeled gravity was interpolated from observed gravity values.
 CM1213
 CM1213;                    North         East    Units  Estimated Accuracy
 CM1213;SPC AL E     -   232,910.      227,380.      MT  (+/- 180 meters Scaled)
 CM1213
 CM1213                          SUPERSEDED SURVEY CONTROL
 CM1213
 CM1213  NGVD 29 (??/??/92)  202.887  (m)          665.64   (f) ADJ UNCH    1 1
 CM1213
 CM1213.Superseded values are not recommended for survey control.
 CM1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1213.See file dsdata.txt to determine how the superseded data were derived.
 CM1213
 CM1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB368079(NAD 83)
 CM1213_MARKER: DB = BENCH MARK DISK
 CM1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1213_STAMPING: F 429 1968
 CM1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1213+STABILITY: SURFACE MOTION
 CM1213
 CM1213  HISTORY     - Date     Condition        Report By
 CM1213  HISTORY     - 1968     MONUMENTED       CGS
 CM1213  HISTORY     - 20031206 MARK NOT FOUND   JCLS
 CM1213
 CM1213                          STATION DESCRIPTION
 CM1213
 CM1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM1213'3.1 MI E FROM LOACHAPOKA.
 CM1213'ABOUT 3.1 MILES EAST ALONG STATE HIGHWAY 14 FROM THE SCHOOL AT
 CM1213'LOACHAPOKA, ABOUT 3.6 MILES WEST ALONG STATE HIGHWAY 14 FROM
 CM1213'THE JUNCTION OF U.S. HIGHWAY 29 AT AUBURN, 47 FEET NORTHWEST OF THE
 CM1213'CENTER OF THE CROSSING OF A GRADED DIRT ROAD AND THE WESTERN
 CM1213'RAILWAY OF ALABAMA, 43 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY
 CM1213'AT THE JUNCTION OF A DRIVE LEADING NORTH TO A WHITE STUCCO HOUSE
 CM1213'WITH A FLAT ROOF, 42 FEET WEST OF THE CENTER LINE OF THE ROAD, 27.5
 CM1213'FEET NORTH OF THE NORTH RAIL OF THE RAILWAY, 1.2 FEET EAST OF A METAL
 CM1213'WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE HIGHWAY, ABOUT
 CM1213'4 FEET BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE
 CM1213'POST PROJECTING 4 INCHES ABOVE THE LEVEL OF THE GROUND.
 CM1213
 CM1213                          STATION RECOVERY (2003)
 CM1213
 CM1213'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 CM1213'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1238 ***********************************************************************
 CM1238  DESIGNATION -  F 430
 CM1238  PID         -  CM1238
 CM1238  STATE/COUNTY-  AL/MACON
 CM1238  USGS QUAD   -  NOTASULGA (1971)
 CM1238
 CM1238                         *CURRENT SURVEY CONTROL
 CM1238  ___________________________________________________________________
 CM1238* NAD 83(1986)-  32 33 11.     (N)    085 40 33.     (W)     SCALED    
 CM1238* NAVD 88     -       145.633  (meters)     477.80   (feet)  ADJUSTED  
 CM1238  ___________________________________________________________________
 CM1238  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CM1238  DYNAMIC HT  -         145.463 (meters)     477.24  (feet)  COMP
 CM1238  MODELED GRAV-     979,466.7   (mgal)                       NAVD 88
 CM1238
 CM1238  VERT ORDER  -  FIRST     CLASS I
 CM1238
 CM1238.The horizontal coordinates were scaled from a topographic map and have
 CM1238.an estimated accuracy of +/- 6 seconds.
 CM1238
 CM1238.The orthometric height was determined by differential leveling
 CM1238.and adjusted by the National Geodetic Survey in June 1991..
 CM1238
 CM1238.The geoid height was determined by GEOID03.
 CM1238
 CM1238.The dynamic height is computed by dividing the NAVD 88
 CM1238.geopotential number by the normal gravity value computed on the
 CM1238.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1238.degrees latitude (g = 980.6199 gals.).
 CM1238
 CM1238.The modeled gravity was interpolated from observed gravity values.
 CM1238
 CM1238;                    North         East    Units  Estimated Accuracy
 CM1238;SPC AL E     -   227,640.      214,790.      MT  (+/- 180 meters Scaled)
 CM1238
 CM1238                          SUPERSEDED SURVEY CONTROL
 CM1238
 CM1238  NGVD 29 (??/??/92)  145.607  (m)          477.71   (f) ADJ UNCH    1 1
 CM1238
 CM1238.Superseded values are not recommended for survey control.
 CM1238.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1238.See file dsdata.txt to determine how the superseded data were derived.
 CM1238
 CM1238_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB243025(NAD 83)
 CM1238_MARKER: DB = BENCH MARK DISK
 CM1238_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CM1238_SP_SET: 24 FEET
 CM1238_STAMPING: F 430 1968
 CM1238_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CM1238
 CM1238  HISTORY     - Date     Condition        Report By
 CM1238  HISTORY     - 1968     MONUMENTED       CGS
 CM1238
 CM1238                          STATION DESCRIPTION
 CM1238
 CM1238'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CM1238'AT NOTASULAGA.
 CM1238'AT NOTASULGA, ABOUT 0.6 MILE SOUTH ALONG THE WESTERN RAILWAY OF
 CM1238'ALABAMA FROM THE STATION, ABOUT 0.3 MILE NORTH OF THE STATE
 CM1238'HIGHWAY 81 OVERPASS OVER THE TRACK, AT THE SOUTHEAST CORNER OF A
 CM1238'CHAIN LINK FENCE AROUND A SMALL POWER SUBSTATION, 57 FEET
 CM1238'NORTHWEST OF THE CENTER OF THE CROSSING OF A DIRT ROAD, 50.4 FEET
 CM1238'WEST OF THE WEST RAIL, 21 FEET NORTH OF THE CENTER LINE OF THE
 CM1238'ROAD, 4 FEET NORTH OF THE FENCE CORNER, 1 FOOT EAST OF THE FENCE
 CM1238'LINE, 1.2 FEET SOUTH OF A METAL WITNESS POST, ABOUT 2 FEET BELOW
 CM1238'THE LEVEL OF THE TRACK AND IS A DISK ON THE TOP OF A COPPER
 CM1238'COATED STEEL ROD PROJECTING 2 INCHES ABOVE THE LEVEL OF THE
 CM1238'GROUND AND PROTECTED BY A 4-INCH METAL PIPE WHICH PROJECTS 3
 CM1238'INCHES ABOVE THE LEVEL OF THE GROUND.  THE ROD WAS DRIVEN TO A
 CM1238'DEPTH OF 24 FEET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0355 ***********************************************************************
 CN0355  DESIGNATION -  F 431
 CN0355  PID         -  CN0355
 CN0355  STATE/COUNTY-  AL/MONTGOMERY
 CN0355  USGS QUAD   -  CANTELOUS (1981)
 CN0355
 CN0355                         *CURRENT SURVEY CONTROL
 CN0355  ___________________________________________________________________
 CN0355* NAD 83(1986)-  32 20 11.     (N)    086 25 25.     (W)     SCALED    
 CN0355* NAVD 88     -        50.660  (meters)     166.21   (feet)  ADJUSTED  
 CN0355  ___________________________________________________________________
 CN0355  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 CN0355  DYNAMIC HT  -          50.602 (meters)     166.02  (feet)  COMP
 CN0355  MODELED GRAV-     979,499.4   (mgal)                       NAVD 88
 CN0355
 CN0355  VERT ORDER  -  FIRST     CLASS I
 CN0355
 CN0355.The horizontal coordinates were scaled from a topographic map and have
 CN0355.an estimated accuracy of +/- 6 seconds.
 CN0355
 CN0355.The orthometric height was determined by differential leveling
 CN0355.and adjusted by the National Geodetic Survey in June 1991..
 CN0355
 CN0355.The geoid height was determined by GEOID03.
 CN0355
 CN0355.The dynamic height is computed by dividing the NAVD 88
 CN0355.geopotential number by the normal gravity value computed on the
 CN0355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0355.degrees latitude (g = 980.6199 gals.).
 CN0355
 CN0355.The modeled gravity was interpolated from observed gravity values.
 CN0355
 CN0355;                    North         East    Units  Estimated Accuracy
 CN0355;SPC AL E     -   203,760.      144,430.      MT  (+/- 180 meters Scaled)
 CN0355
 CN0355                          SUPERSEDED SURVEY CONTROL
 CN0355
 CN0355  NGVD 29 (??/??/??)   50.643  (m)          166.15   (f) ADJUSTED    1 1
 CN0355
 CN0355.Superseded values are not recommended for survey control.
 CN0355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0355.See file dsdata.txt to determine how the superseded data were derived.
 CN0355
 CN0355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA542778(NAD 83)
 CN0355_MARKER: DB = BENCH MARK DISK
 CN0355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0355_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0355_STAMPING: F 431 1968
 CN0355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0355+STABILITY: SURFACE MOTION
 CN0355
 CN0355  HISTORY     - Date     Condition        Report By
 CN0355  HISTORY     - 1968     MONUMENTED       CGS
 CN0355  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0355
 CN0355                          STATION DESCRIPTION
 CN0355
 CN0355'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN0355'7.15 MI SW FROM MONTGOMERY.
 CN0355'ABOUT 7.15 MILES SOUTHWEST ALONG THE TRACK OF THE WESTERN RAILWAY OF
 CN0355'ALABAMA FROM UNION STATION AT MONTGOMERY, IN SECTION 26, T 16 N, R 16
 CN0355'E, 0.5 MILE SOUTHWEST OF MILEPOST M6S44 181, 82 YARDS NORTHEAST OF THE
 CN0355'NORTHEAST END OF A WOODEN TRESTLE, 43 FEET SOUTHEAST OF THE SOUTHEAST
 CN0355'RAIL OF THE TRACK, 31 FEET NORTHWEST OF THE CENTERLINE OF A GRAVELED
 CN0355'ROAD WHICH PARALLELS THE TRACK, 2 FEET SOUTHEAST OF A TELEPHONE POLE,
 CN0355'1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 2 FEET BELOW THE
 CN0355'LEVEL OF THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH
 CN0355'PROJECTS 3 INCHES.
 CN0355
 CN0355                          STATION RECOVERY (1975)
 CN0355
 CN0355'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0355'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1785 ***********************************************************************
 CN1785  DESIGNATION -  F 432
 CN1785  PID         -  CN1785
 CN1785  STATE/COUNTY-  AL/DALLAS
 CN1785  USGS QUAD   -  MARION JUNCTION (1987)
 CN1785
 CN1785                         *CURRENT SURVEY CONTROL
 CN1785  ___________________________________________________________________
 CN1785* NAD 83(1986)-  32 26 01.     (N)    087 08 02.     (W)     SCALED    
 CN1785* NAVD 88     -        38.940  (meters)     127.76   (feet)  ADJUSTED  
 CN1785  ___________________________________________________________________
 CN1785  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CN1785  DYNAMIC HT  -          38.895 (meters)     127.61  (feet)  COMP
 CN1785  MODELED GRAV-     979,491.5   (mgal)                       NAVD 88
 CN1785
 CN1785  VERT ORDER  -  FIRST     CLASS I
 CN1785
 CN1785.The horizontal coordinates were scaled from a topographic map and have
 CN1785.an estimated accuracy of +/- 6 seconds.
 CN1785
 CN1785.The orthometric height was determined by differential leveling
 CN1785.and adjusted by the National Geodetic Survey in June 1991..
 CN1785
 CN1785.The geoid height was determined by GEOID03.
 CN1785
 CN1785.The dynamic height is computed by dividing the NAVD 88
 CN1785.geopotential number by the normal gravity value computed on the
 CN1785.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1785.degrees latitude (g = 980.6199 gals.).
 CN1785
 CN1785.The modeled gravity was interpolated from observed gravity values.
 CN1785
 CN1785;                    North         East    Units  Estimated Accuracy
 CN1785;SPC AL W     -   269,860.      634,430.      MT  (+/- 180 meters Scaled)
 CN1785
 CN1785                          SUPERSEDED SURVEY CONTROL
 CN1785
 CN1785  NGVD 29 (??/??/??)   38.924  (m)          127.70   (f) ADJUSTED    1 1
 CN1785
 CN1785.Superseded values are not recommended for survey control.
 CN1785.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1785.See file dsdata.txt to determine how the superseded data were derived.
 CN1785
 CN1785_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA874885(NAD 83)
 CN1785_MARKER: DB = BENCH MARK DISK
 CN1785_SETTING: 46 = COPPER-CLAD STEEL ROD W/O SLEEVE (10 FT.+)
 CN1785_SP_SET: 30 FEET
 CN1785_STAMPING: F 432 1968
 CN1785_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN1785
 CN1785  HISTORY     - Date     Condition        Report By
 CN1785  HISTORY     - 1968     MONUMENTED       CGS
 CN1785
 CN1785                          STATION DESCRIPTION
 CN1785
 CN1785'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN1785'6.25 MI E FROM MARION JUNCTION.
 CN1785'ABOUT 6.25 MILES EAST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM
 CN1785'FROM THE STATION AT MARION JUNCTION, OR ABOUT 0.7 MILE NORTH ALONG
 CN1785'BROAD STREET WHICH IS U.S. HIGHWAY 80 FROM THE NORTH END OF THE EDMUND
 CN1785'PETTUS BRIDGE OVER THE ALABAMA RIVER AT SELMA, THENCE 6.55 MILES WEST
 CN1785'ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM, IN SECTION 24, T 17 N,
 CN1785'R 9 E, 10 RAILS WEST OF A CULVERT UNDER THE TRACK, 48 FEET NORTH OF
 CN1785'THE NORTH RAIL, 62 FEET WEST OF A T FENCE CORNER POST, 1 FOOT SOUTH OF
 CN1785'A FENCE, 1.0 FOOT EAST OF A METAL WITNESS POST, ABOUT 1 FOOT BELOW THE
 CN1785'LEVEL OF THE TRACK, AND ON THE TOP OF A 5/8-INCH COPPER COATED ROD
 CN1785'THAT IS DRIVEN TO A DEPTH OF 30 FEET AND IS ENCASED IN A 6-INCH CAST
 CN1785'IRON PIPE WHICH PROJECTS 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0281 ***********************************************************************
 CO0281  DESIGNATION -  F 433
 CO0281  PID         -  CO0281
 CO0281  STATE/COUNTY-  AL/SUMTER
 CO0281  USGS QUAD   -  BREWERSVILLE (1986)
 CO0281
 CO0281                         *CURRENT SURVEY CONTROL
 CO0281  ___________________________________________________________________
 CO0281* NAD 83(1986)-  32 30 15.     (N)    088 01 51.     (W)     SCALED    
 CO0281* NAVD 88     -        71.881  (meters)     235.83   (feet)  ADJUSTED  
 CO0281  ___________________________________________________________________
 CO0281  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CO0281  DYNAMIC HT  -          71.799 (meters)     235.56  (feet)  COMP
 CO0281  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CO0281
 CO0281  VERT ORDER  -  FIRST     CLASS I
 CO0281
 CO0281.The horizontal coordinates were scaled from a topographic map and have
 CO0281.an estimated accuracy of +/- 6 seconds.
 CO0281
 CO0281.The orthometric height was determined by differential leveling
 CO0281.and adjusted by the National Geodetic Survey in June 1991..
 CO0281
 CO0281.The geoid height was determined by GEOID03.
 CO0281
 CO0281.The dynamic height is computed by dividing the NAVD 88
 CO0281.geopotential number by the normal gravity value computed on the
 CO0281.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0281.degrees latitude (g = 980.6199 gals.).
 CO0281
 CO0281.The modeled gravity was interpolated from observed gravity values.
 CO0281
 CO0281;                    North         East    Units  Estimated Accuracy
 CO0281;SPC AL W     -   277,750.      550,120.      MT  (+/- 180 meters Scaled)
 CO0281
 CO0281                          SUPERSEDED SURVEY CONTROL
 CO0281
 CO0281  NGVD 29 (??/??/??)   71.865  (m)          235.78   (f) ADJUSTED    1 1
 CO0281
 CO0281.Superseded values are not recommended for survey control.
 CO0281.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0281.See file dsdata.txt to determine how the superseded data were derived.
 CO0281
 CO0281_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA031967(NAD 83)
 CO0281_MARKER: DB = BENCH MARK DISK
 CO0281_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0281_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0281_STAMPING: F 433 1968
 CO0281_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0281+STABILITY: SURFACE MOTION
 CO0281
 CO0281  HISTORY     - Date     Condition        Report By
 CO0281  HISTORY     - 1968     MONUMENTED       CGS
 CO0281
 CO0281                          STATION DESCRIPTION
 CO0281
 CO0281'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CO0281'3.3 MI NE FROM COATOPA.
 CO0281'ABOUT 0.15 MILE SOUTHEAST ALONG STATE HIGHWAY 28 FROM THE POST OFFICE
 CO0281'AT COATOPA, THENCE 3.15 MILES NORTHEAST ALONG COUNTY ROAD 23, IN
 CO0281'SECTION 25, T 18 N, R 1 W, 131 YARDS SOUTHWEST OF THE SOUTHWEST CORNER
 CO0281'OF AN ABANDONED CHURCH, 61 1/2 FEET NORTHWEST OF THE CENTERLINE OF THE
 CO0281'ROAD, 206 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF THE COUNTY
 CO0281'ROAD AND A DIRT ROAD, 100 FEET SOUTHWEST OF A POWER POLE WHICH IS
 CO0281'BRACED BY A GUY WIRE, 2.0 FEET WEST OF A METAL WITNESS POST, ABOUT 3
 CO0281'FEET BELOW THE LEVEL OF THE ROAD, AND SET IN THE TOP OF A CONCRETE
 CO0281'POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2426 ***********************************************************************
 CN2426  DESIGNATION -  F 434
 CN2426  PID         -  CN2426
 CN2426  STATE/COUNTY-  AL/MARENGO
 CN2426  USGS QUAD   -  GALLION (1986)
 CN2426
 CN2426                         *CURRENT SURVEY CONTROL
 CN2426  ___________________________________________________________________
 CN2426* NAD 83(1986)-  32 28 26.     (N)    087 38 59.     (W)     SCALED    
 CN2426* NAVD 88     -        60.334  (meters)     197.95   (feet)  ADJUSTED  
 CN2426  ___________________________________________________________________
 CN2426  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CN2426  DYNAMIC HT  -          60.264 (meters)     197.72  (feet)  COMP
 CN2426  MODELED GRAV-     979,486.7   (mgal)                       NAVD 88
 CN2426
 CN2426  VERT ORDER  -  FIRST     CLASS I
 CN2426
 CN2426.The horizontal coordinates were scaled from a topographic map and have
 CN2426.an estimated accuracy of +/- 6 seconds.
 CN2426
 CN2426.The orthometric height was determined by differential leveling
 CN2426.and adjusted by the National Geodetic Survey in June 1991..
 CN2426
 CN2426.The geoid height was determined by GEOID03.
 CN2426
 CN2426.The dynamic height is computed by dividing the NAVD 88
 CN2426.geopotential number by the normal gravity value computed on the
 CN2426.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2426.degrees latitude (g = 980.6199 gals.).
 CN2426
 CN2426.The modeled gravity was interpolated from observed gravity values.
 CN2426
 CN2426;                    North         East    Units  Estimated Accuracy
 CN2426;SPC AL W     -   274,280.      585,930.      MT  (+/- 180 meters Scaled)
 CN2426
 CN2426                          SUPERSEDED SURVEY CONTROL
 CN2426
 CN2426  NGVD 29 (??/??/??)   60.317  (m)          197.89   (f) ADJUSTED    1 1
 CN2426
 CN2426.Superseded values are not recommended for survey control.
 CN2426.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2426.See file dsdata.txt to determine how the superseded data were derived.
 CN2426
 CN2426_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA389931(NAD 83)
 CN2426_MARKER: DB = BENCH MARK DISK
 CN2426_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2426_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2426_STAMPING: F 434 1968
 CN2426_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2426+STABILITY: SURFACE MOTION
 CN2426
 CN2426  HISTORY     - Date     Condition        Report By
 CN2426  HISTORY     - 1968     MONUMENTED       CGS
 CN2426
 CN2426                          STATION DESCRIPTION
 CN2426
 CN2426'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN2426'3.4 MI W FROM FAUNSDALE.
 CN2426'3.4 MILES WEST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM FROM THE
 CN2426'STATION AT FAUNSDALE, IN SECTION 2, T 17 N, R 4 E, 44 1/2 FEET NORTH
 CN2426'OF THE NORTH RAIL, 29 FEET NORTH OF MILEPOST 231, 3 FEET SOUTH OF A
 CN2426'FENCE, 2.7 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE
 CN2426'TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2433 ***********************************************************************
 CN2433  DESIGNATION -  F 435
 CN2433  PID         -  CN2433
 CN2433  STATE/COUNTY-  AL/HALE
 CN2433  USGS QUAD   -  GALLION (1986)
 CN2433
 CN2433                         *CURRENT SURVEY CONTROL
 CN2433  ___________________________________________________________________
 CN2433* NAD 83(1986)-  32 29 40.     (N)    087 43 07.     (W)     SCALED    
 CN2433* NAVD 88     -        63.304  (meters)     207.69   (feet)  ADJUSTED  
 CN2433  ___________________________________________________________________
 CN2433  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 CN2433  DYNAMIC HT  -          63.231 (meters)     207.45  (feet)  COMP
 CN2433  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 CN2433
 CN2433  VERT ORDER  -  FIRST     CLASS I
 CN2433
 CN2433.The horizontal coordinates were scaled from a topographic map and have
 CN2433.an estimated accuracy of +/- 6 seconds.
 CN2433
 CN2433.The orthometric height was determined by differential leveling
 CN2433.and adjusted by the National Geodetic Survey in June 1991..
 CN2433
 CN2433.The geoid height was determined by GEOID03.
 CN2433
 CN2433.The dynamic height is computed by dividing the NAVD 88
 CN2433.geopotential number by the normal gravity value computed on the
 CN2433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2433.degrees latitude (g = 980.6199 gals.).
 CN2433
 CN2433.The modeled gravity was interpolated from observed gravity values.
 CN2433
 CN2433;                    North         East    Units  Estimated Accuracy
 CN2433;SPC AL W     -   276,570.      579,460.      MT  (+/- 180 meters Scaled)
 CN2433
 CN2433                          SUPERSEDED SURVEY CONTROL
 CN2433
 CN2433  NGVD 29 (??/??/??)   63.286  (m)          207.63   (f) ADJUSTED    1 1
 CN2433
 CN2433.Superseded values are not recommended for survey control.
 CN2433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2433.See file dsdata.txt to determine how the superseded data were derived.
 CN2433
 CN2433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA324954(NAD 83)
 CN2433_MARKER: DB = BENCH MARK DISK
 CN2433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2433_STAMPING: F 435 1968
 CN2433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2433+STABILITY: SURFACE MOTION
 CN2433
 CN2433  HISTORY     - Date     Condition        Report By
 CN2433  HISTORY     - 1968     MONUMENTED       CGS
 CN2433
 CN2433                          STATION DESCRIPTION
 CN2433
 CN2433'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 CN2433'7.3 MI E FROM DEMOPOLIS.
 CN2433'0.15 MILE SOUTH ALONG NORTH WALNUT AVENUE FROM THE POST OFFICE AT
 CN2433'DEMOPOLIS, THENCE 7.15 MILES EAST ALONG THE TRACK OF THE SOUTHERN
 CN2433'RAILWAY SYSTEM, OR ABOUT 7.7 MILES WEST ALONG THE TRACK OF THE
 CN2433'SOUTHERN RAILWAY SYSTEM FROM THE STATION AT FAUNSDALE, IN SECTION 31,
 CN2433'T 18 N, R 4 E, 0.2 MILE NORTHWEST OF MILEPOST 235, 35 FEET SOUTHWEST
 CN2433'OF THE SOUTHWEST RAIL, 41 FEET SOUTH OF THE CENTER OF A CROSSING OF
 CN2433'THE RAILROAD AND A PAVED ROAD, 29 FEET SOUTHEAST OF THE CENTERLINE OF
 CN2433'THE ROAD, 1 1/2 FEET NORTHWEST OF A FENCE, 2.0 FEET SOUTHWEST OF A
 CN2433'METAL WITNESS POST, ABOUT 1 FOOT ABOVE THE LEVEL OF THE TRACK, AND SET
 CN2433'IN THE TOP OF A CONCRETE POST WHICH PROJECTS 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2507 ***********************************************************************
 BG2507  DESIGNATION -  F 436
 BG2507  PID         -  BG2507
 BG2507  STATE/COUNTY-  AL/BALDWIN
 BG2507  USGS QUAD   -  ROBERTSDALE (1985)
 BG2507
 BG2507                         *CURRENT SURVEY CONTROL
 BG2507  ___________________________________________________________________
 BG2507* NAD 83(1986)-  30 34 02.     (N)    087 38 37.     (W)     SCALED    
 BG2507* NAVD 88     -        47.583  (meters)     156.11   (feet)  ADJUSTED  
 BG2507  ___________________________________________________________________
 BG2507  GEOID HEIGHT-         -28.01  (meters)                     GEOID03
 BG2507  DYNAMIC HT  -          47.521 (meters)     155.91  (feet)  COMP
 BG2507  MODELED GRAV-     979,338.9   (mgal)                       NAVD 88
 BG2507
 BG2507  VERT ORDER  -  FIRST     CLASS I
 BG2507
 BG2507.The horizontal coordinates were scaled from a topographic map and have
 BG2507.an estimated accuracy of +/- 6 seconds.
 BG2507
 BG2507.The orthometric height was determined by differential leveling
 BG2507.and adjusted by the National Geodetic Survey in June 1991..
 BG2507
 BG2507.The geoid height was determined by GEOID03.
 BG2507
 BG2507.The dynamic height is computed by dividing the NAVD 88
 BG2507.geopotential number by the normal gravity value computed on the
 BG2507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2507.degrees latitude (g = 980.6199 gals.).
 BG2507
 BG2507.The modeled gravity was interpolated from observed gravity values.
 BG2507
 BG2507;                    North         East    Units  Estimated Accuracy
 BG2507;SPC AL W     -    62,890.      586,220.      MT  (+/- 180 meters Scaled)
 BG2507
 BG2507                          SUPERSEDED SURVEY CONTROL
 BG2507
 BG2507  NGVD 29 (??/??/??)   47.532  (m)          155.94   (f) ADJUSTED    1 1
 BG2507
 BG2507.Superseded values are not recommended for survey control.
 BG2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2507.See file dsdata.txt to determine how the superseded data were derived.
 BG2507
 BG2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU382818(NAD 83)
 BG2507_MARKER: DB = BENCH MARK DISK
 BG2507_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2507_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2507_STAMPING: F 436 1968
 BG2507_MARK LOGO: CGS   
 BG2507_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG2507_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2507+STABILITY: SURFACE MOTION
 BG2507_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2507+SATELLITE: SATELLITE OBSERVATIONS - February 23, 1996
 BG2507
 BG2507  HISTORY     - Date     Condition        Report By
 BG2507  HISTORY     - 1968     MONUMENTED       CGS
 BG2507  HISTORY     - 1987     GOOD             USPSQD
 BG2507  HISTORY     - 19960223 GOOD             NGS
 BG2507  HISTORY     - 20030701 MARK NOT FOUND   USPSQD
 BG2507
 BG2507                          STATION DESCRIPTION
 BG2507
 BG2507'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG2507'4.2 MI E FROM ROBERTSDALE.
 BG2507'4.15 MILES EAST ALONG U.S. HIGHWAY 90 FROM THE LOUISVILLE AND
 BG2507'NASHVILLE RAILROAD OVERPASS AT ROBERTSDALE, AT THE BETHEL
 BG2507'BAPTIST CHURCH, 104.5 FEET NORTHEAST OF THE NORTHEAST CORNER,
 BG2507'85.6 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY, 82.5 FEET
 BG2507'EAST OF THE EAST EDGE OF A SIDEWALK LEADING INTO THE CHURCH, 27.5
 BG2507'FEET WEST OF THE EAST END OF AN EAST-WEST SIDEWALK, 1.0 FOOT
 BG2507'NORTH OF THE NORTH EDGE OF THE SIDEWALK, 1.0 FOOT ABOVE THE
 BG2507'LEVEL OF THE HIGHWAY, 6-INCHES BELOW THE TOP OF THE SIDEWALK
 BG2507'AND SET IN THE TOP OF A CONCRETE POST FLUSH WITH THE GROUND.
 BG2507'IN SECT. 35, T 5 S, R 4 E.
 BG2507
 BG2507                          STATION RECOVERY (1987)
 BG2507
 BG2507'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2507'RECOVERED IN GOOD CONDITION.
 BG2507
 BG2507                          STATION RECOVERY (1996)
 BG2507
 BG2507'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BG2507'7.9 KM (4.90 MI) EASTERLY ALONG U.S. HIGHWAY 90 FROM THE JUNCTION OF
 BG2507'STATE HIGHWAY 59 IN ROBERTSDALE, 26.0 M (85.3 FT) SOUTH OF THE HIGHWAY
 BG2507'CENTER, 18.6 M (61.0 FT) NORTHEAST OF THE NORTHEAST CORNER OF THE
 BG2507'BETHEL BAPTIST CHURCH, 10.4 M (34.1 FT) EAST OF THE CENTER OF A
 BG2507'SIDEWALK LEADING TO THE CHURCH, 8.1 M (26.6 FT) WEST OF THE EAST END
 BG2507'OF AN EAST-WEST SIDEWALK, 6.2 M (20.3 FT) NORTHEAST OF A FLAG POLE,
 BG2507'0.6 M (2.0 FT) ABOVE THE LEVEL OF THE HIGHWAY, 0.3 M (1.0 FT) NORTH OF
 BG2507'THE NORTH EDGE OF THE EAST-WEST SIDEWALK, AND THE MONUMENT IS RECESSED
 BG2507'0.1 M (0.3 FT) BELOW THE GROUND SURFACE.
 BG2507
 BG2507                          STATION RECOVERY (2003)
 BG2507
 BG2507'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG2507'COULD NOT FIND THE MARKER, HOWEVER I BELIEVE IT'S THERE BURIED UNDER
 BG2507'THE ASPHALT PARKING LOT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2532 ***********************************************************************
 BG2532  DESIGNATION -  F 437
 BG2532  PID         -  BG2532
 BG2532  STATE/COUNTY-  AL/BALDWIN
 BG2532  USGS QUAD   -  STAPLETON (1982)
 BG2532
 BG2532                         *CURRENT SURVEY CONTROL
 BG2532  ___________________________________________________________________
 BG2532* NAD 83(1992)-  30 37 57.99359(N)    087 45 33.09654(W)     ADJUSTED  
 BG2532* NAVD 88     -        51.824  (meters)     170.03   (feet)  ADJUSTED  
 BG2532  ___________________________________________________________________
 BG2532  LAPLACE CORR-           1.30  (seconds)                    DEFLEC99
 BG2532  GEOID HEIGHT-         -28.16  (meters)                     GEOID03
 BG2532  DYNAMIC HT  -          51.756 (meters)     169.80  (feet)  COMP
 BG2532  MODELED GRAV-     979,341.9   (mgal)                       NAVD 88
 BG2532  OBS GRAVITY -     979,341.1   (mgal)                       GRAV_OBS
 BG2532
 BG2532  HORZ ORDER  -  THIRD
 BG2532  VERT ORDER  -  FIRST     CLASS I
 BG2532
 BG2532.The horizontal coordinates were established by GPS observations
 BG2532.and adjusted by the National Geodetic Survey in December 1992..
 BG2532
 BG2532.The orthometric height was determined by differential leveling
 BG2532.and adjusted by the National Geodetic Survey in June 1991..
 BG2532
 BG2532.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG2532
 BG2532.The geoid height was determined by GEOID03.
 BG2532
 BG2532.The dynamic height is computed by dividing the NAVD 88
 BG2532.geopotential number by the normal gravity value computed on the
 BG2532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2532.degrees latitude (g = 980.6199 gals.).
 BG2532
 BG2532.The modeled gravity was interpolated from observed gravity values.
 BG2532.The observed gravity was obtained from relative gravimeter ties
 BG2532.to the IGSN71 gravity network.
 BG2532
 BG2532;                    North         East     Units Scale Factor Converg.
 BG2532;SPC AL W     -    70,172.113   575,153.182   MT  0.99994095   -0 07 55.4
 BG2532;UTM  16      - 3,389,151.058   427,245.509   MT  0.99966530   -0 23 12.7
 BG2532
 BG2532!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG2532!SPC AL W     -   0.99999628  x   0.99994095  =   0.99993723
 BG2532!UTM  16      -   0.99999628  x   0.99966530  =   0.99966159
 BG2532
 BG2532                          SUPERSEDED SURVEY CONTROL
 BG2532
 BG2532  NAD 83(1986)-  30 37 58.01279(N)    087 45 33.09892(W) AD(       ) 3
 BG2532  NAD 27      -  30 37 57.31811(N)    087 45 33.13088(W) AD(       ) 3
 BG2532  NGVD 29 (??/??/??)   51.776  (m)          169.87   (f) ADJUSTED    1 1
 BG2532
 BG2532.Superseded values are not recommended for survey control.
 BG2532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2532.See file dsdata.txt to determine how the superseded data were derived.
 BG2532
 BG2532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU2724689151(NAD 83)
 BG2532_MARKER: DB = BENCH MARK DISK
 BG2532_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2532_SP_SET: CONCRETE POST
 BG2532_STAMPING: F 437 1968
 BG2532_MARK LOGO: CGS   
 BG2532_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG2532_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2532+STABILITY: SURFACE MOTION
 BG2532_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG2532+SATELLITE: SATELLITE OBSERVATIONS - July 21, 2005
 BG2532
 BG2532  HISTORY     - Date     Condition        Report By
 BG2532  HISTORY     - 1968     MONUMENTED       CGS
 BG2532  HISTORY     - 19870512 GOOD             NGS
 BG2532  HISTORY     - 19910129 GOOD             NGS
 BG2532  HISTORY     - 20030422 GOOD             USPSQD
 BG2532  HISTORY     - 20040429 GOOD             USPSQD
 BG2532  HISTORY     - 20050721 GOOD             USPSQD
 BG2532
 BG2532                          STATION DESCRIPTION
 BG2532
 BG2532'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BG2532'0.8 MI NW FROM LOXLEY.
 BG2532'ABOUT 0.8 MILE NORTHWEST ALONG U.S. HIGHWAY 90 FROM THE LOXLEY
 BG2532'SCHOOL, IN SECTION 10, R 3 E, T 5 S, ABOUT 0.25 MILE NORTHWEST
 BG2532'OF THE CENTER OF THE JUNCTION OF STATE HIGHWAY 59 LEADING NORTH,
 BG2532'71 FEET SOUTHWEST OF THE CENTER OF THE INTERSECTION OF THE
 BG2532'HIGHWAY AND A BLACK TOPPED ROAD, 24 1/2 FEET WEST OF THE CENTER
 BG2532'LINE OF THE BLACK TOPPED ROAD, 41 1/2 FEET SOUTHEAST OF A
 BG2532'TELEPHONE POLE WITH A GUY WIRE, 1 FOOT EAST OF A FENCE LINE,
 BG2532'1.3 FEET SOUTH OF A METAL WITNESS POST, 2 FEET BELOW THE LEVEL
 BG2532'OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BG2532'4 INCHES ABOVE THE LEVEL OF THE GROUND.
 BG2532
 BG2532                          STATION RECOVERY (1987)
 BG2532
 BG2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 BG2532'TO REACH THE STATION FROM THE LOXLEY SCHOOL ALONG HIGHWAYS 59 AND 90
 BG2532'NEAR THE NORTHERLY EDGE OF LOXLEY, GO NORTH ON HIGHWAY 59 AND 90 FOR
 BG2532'0.9 KM (0.55 MI) TO THE JUNCTION OF HIGHWAY 59 AND 90.  TURN LEFT ON
 BG2532'HIGHWAY 90 AND GO WEST FOR 0.4 KM (0.25 MI) TO ITS JUNCTION WITH
 BG2532'COUNTY ROAD 49 AND THE STATION ON THE LEFT.
 BG2532'THE STATION IS LOCATED 21.5 METERS (70.5 FT) SOUTH FROM THE CENTER
 BG2532'OF HIGHWAY 90, 17 METERS (56 FT) SOUTHWEST FROM A GUY POLE, 7.6
 BG2532'METERS (25 FT) WEST FROM THE CENTER OF COUNTY ROAD 49, 1.1 METERS
 BG2532'(3.5 FT) NORTH-NORTHEAST FROM THE NORTH GATE POST OF METAL GATE,
 BG2532'0.4 METER (1.3 FT) SOUTH FROM A METAL WITNESS POST AND 0.4 METER
 BG2532'(1.2 FT) EAST FROM A WIRE FENCE.
 BG2532'TYPED BY EDW.
 BG2532
 BG2532                          STATION RECOVERY (1991)
 BG2532
 BG2532'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BG2532'THE STATION IS LOCATED ABOUT 1.29 KM (0.80 MI) NORTHWEST OF LOXLEY,
 BG2532'1.9 KM (1.2 MI) SOUTHEAST OF INTERSTATE HIGHWAY 10 (EXIT 44), AND ON
 BG2532'THE WEST SIDE OF COUNTY ROAD 49 JUST SOUTH OF THE JUNCTION OF U.S.
 BG2532'HIGHWAY 90. OWNERSHIP--ALABAMA HIGHWAY DEPARTMENT, 1409 COLISEUM
 BG2532'BOULEVARD, MONTGOMERY, AL 36130.  PHONE 205-242-6597.
 BG2532'TO REACH THE STATION FROM THE JUNCTION STATE HIGHWAY 59 AND THE EAST
 BG2532'BOUND LANE OF INTERSTATE HIGHWAY 10 (EXIT 44), FROM THE END OF THE
 BG2532'INTERSTATE HIGHWAY 10 (EXIT 44) EXIT RAMP GO SOUTH ON STATE HIGHWAY
 BG2532'59 FOR 1.45 KM (0.90 MI) TO THE JUNCTION OF COUNTY ROAD 49 ON THE
 BG2532'RIGHT (WITH SIGN TO WEST HIGHWAY 90).  BEAR RIGHT ON COUNTY ROAD 49
 BG2532'FOR 0.48 KM (0.30 MI) TO THE JUNCTION OF HIGHWAY 90.  CONTINUE SOUTH
 BG2532'ACROSS HIGHWAY 90 TO THE STATION ON THE RIGHT ON THE EAST SIDE OF THE
 BG2532'ENTRANCE GATE OF A CHAIN LINK FENCE AROUND A TELECOM-USA COMPLEX.
 BG2532'THE STATION IS LOCATED 21.5 M (70.5 FT) SOUTH OF THE CENTER OF HIGHWAY
 BG2532'90, 7.6 M (24.9 FT) WEST OF THE CENTER OF COUNTY ROAD 49, 1.1 M
 BG2532'(3.6 FT) NORTH-NORTHEAST OF THE NORTH GATE POST OF THE METAL GATE,
 BG2532'1.3 M (4.3 FT) SOUTH OF A METAL WITNESS POST AND 1.2 M (3.9 FT) EAST
 BG2532'OF THE WIRE GATE.
 BG2532
 BG2532                          STATION RECOVERY (2003)
 BG2532
 BG2532'RECOVERY NOTE BY US POWER SQUADRON 2003 (ILR)
 BG2532'RECOVERED IN GOOD CONDITION.
 BG2532
 BG2532                          STATION RECOVERY (2004)
 BG2532
 BG2532'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG2532'RECOVERED IN GOOD CONDITION.
 BG2532
 BG2532                          STATION RECOVERY (2005)
 BG2532
 BG2532'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG2532'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0538 ***********************************************************************
 BU0538  DESIGNATION -  F 44
 BU0538  PID         -  BU0538
 BU0538  STATE/COUNTY-  AL/CONECUH
 BU0538  USGS QUAD   -  LYEFFION (1986)
 BU0538
 BU0538                         *CURRENT SURVEY CONTROL
 BU0538  ___________________________________________________________________
 BU0538* NAD 83(1986)-  31 30 28.     (N)    086 52 30.     (W)     SCALED    
 BU0538* NAVD 88     -        85.158  (meters)     279.39   (feet)  ADJUSTED  
 BU0538  ___________________________________________________________________
 BU0538  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BU0538  DYNAMIC HT  -          85.054 (meters)     279.05  (feet)  COMP
 BU0538  MODELED GRAV-     979,417.6   (mgal)                       NAVD 88
 BU0538
 BU0538  VERT ORDER  -  SECOND    CLASS 0
 BU0538
 BU0538.The horizontal coordinates were scaled from a topographic map and have
 BU0538.an estimated accuracy of +/- 6 seconds.
 BU0538
 BU0538.The orthometric height was determined by differential leveling
 BU0538.and adjusted by the National Geodetic Survey in June 1991..
 BU0538
 BU0538.The geoid height was determined by GEOID03.
 BU0538
 BU0538.The dynamic height is computed by dividing the NAVD 88
 BU0538.geopotential number by the normal gravity value computed on the
 BU0538.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0538.degrees latitude (g = 980.6199 gals.).
 BU0538
 BU0538.The modeled gravity was interpolated from observed gravity values.
 BU0538
 BU0538;                    North         East    Units  Estimated Accuracy
 BU0538;SPC AL W     -   167,320.      659,370.      MT  (+/- 180 meters Scaled)
 BU0538
 BU0538                          SUPERSEDED SURVEY CONTROL
 BU0538
 BU0538  NGVD 29 (??/??/92)   85.152  (m)          279.37   (f) ADJ UNCH    2 0
 BU0538
 BU0538.Superseded values are not recommended for survey control.
 BU0538.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0538.See file dsdata.txt to determine how the superseded data were derived.
 BU0538
 BU0538_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV118858(NAD 83)
 BU0538_MARKER: DB = BENCH MARK DISK
 BU0538_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0538_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0538_STAMPING: F 44 1934
 BU0538_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0538+STABILITY: SURFACE MOTION
 BU0538
 BU0538  HISTORY     - Date     Condition        Report By
 BU0538  HISTORY     - 1934     MONUMENTED       CGS
 BU0538  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0538
 BU0538                          STATION DESCRIPTION
 BU0538
 BU0538'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0538'3.6 MI NE FROM OWASSA.
 BU0538'3.6 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0538'THE STATION AT OWASSA, CONECUH COUNTY, 0.5 MILE SOUTHWEST OF MILEPOST
 BU0538'560, 136 YARDS NORTHEAST OF THE STATION SIGN AT WILCOX, AT A ROAD
 BU0538'CROSSING, 130 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, AND 25.6
 BU0538'FEET NORTHWEST OF THE NORTHWEST RAIL.  A STANDARD DISK, STAMPED F 44
 BU0538'1934 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 BU0538'GROUND.
 BU0538
 BU0538                          STATION RECOVERY (1971)
 BU0538
 BU0538'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0538'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1142 ***********************************************************************
 BV1142  DESIGNATION -  F 443
 BV1142  PID         -  BV1142
 BV1142  STATE/COUNTY-  AL/WASHINGTON
 BV1142  USGS QUAD   -  FRUITDALE (1974)
 BV1142
 BV1142                         *CURRENT SURVEY CONTROL
 BV1142  ___________________________________________________________________
 BV1142* NAD 83(1986)-  31 21 28.     (N)    088 25 09.     (W)     SCALED    
 BV1142* NAVD 88     -        61.173  (meters)     200.70   (feet)  ADJUSTED  
 BV1142  ___________________________________________________________________
 BV1142  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BV1142  DYNAMIC HT  -          61.098 (meters)     200.45  (feet)  COMP
 BV1142  MODELED GRAV-     979,412.3   (mgal)                       NAVD 88
 BV1142
 BV1142  VERT ORDER  -  FIRST     CLASS II
 BV1142
 BV1142.The horizontal coordinates were scaled from a topographic map and have
 BV1142.an estimated accuracy of +/- 6 seconds.
 BV1142
 BV1142.The orthometric height was determined by differential leveling
 BV1142.and adjusted by the National Geodetic Survey in June 1991..
 BV1142
 BV1142.The geoid height was determined by GEOID03.
 BV1142
 BV1142.The dynamic height is computed by dividing the NAVD 88
 BV1142.geopotential number by the normal gravity value computed on the
 BV1142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1142.degrees latitude (g = 980.6199 gals.).
 BV1142
 BV1142.The modeled gravity was interpolated from observed gravity values.
 BV1142
 BV1142;                    North         East    Units  Estimated Accuracy
 BV1142;SPC AL W     -   150,880.      512,550.      MT  (+/- 180 meters Scaled)
 BV1142
 BV1142                          SUPERSEDED SURVEY CONTROL
 BV1142
 BV1142  NGVD 29 (??/??/??)   61.141  (m)          200.59   (f) ADJUSTED    1 2
 BV1142
 BV1142.Superseded values are not recommended for survey control.
 BV1142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1142.See file dsdata.txt to determine how the superseded data were derived.
 BV1142
 BV1142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV650701(NAD 83)
 BV1142_MARKER: DB = BENCH MARK DISK
 BV1142_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1142_SP_SET: STAINLESS STEEL ROD
 BV1142_STAMPING: F 443 1980
 BV1142_PROJECTION: RECESSED 5 CENTIMETERS
 BV1142_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1142_ROD/PIPE-DEPTH: 4.6  meters
 BV1142
 BV1142  HISTORY     - Date     Condition        Report By
 BV1142  HISTORY     - 1980     MONUMENTED       NGS
 BV1142
 BV1142                          STATION DESCRIPTION
 BV1142
 BV1142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1142'12.9 KM SE FROM STATE LINE.
 BV1142'2.17 KILOMETERS (1.35 MILES) NORTHEAST ALONG STATE HIGHWAY 42 FROM
 BV1142'THE JUNCTION OF MAIN STREET IN STATE LINE, THENCE 10.69 KILOMETERS
 BV1142'(6.65 MILES) SOUTHEAST ALONG U.S. HIGHWAY 45, THENCE 0.16 KILOMETERS
 BV1142'(0.10 MILE) EAST ALONG A PAVED ROAD LEADING TO THE FRUITDALE CEMETERY,
 BV1142'AT THE SOUTHWEST CORNER OF A CHAIN LINK FENCE AROUND THE CEMETARY ON
 BV1142'THE NORTH SIDE OF THE ROAD, 9 METERS (29.5 FEET) NORTH OF THE CENTER
 BV1142'OF THE ROAD, 0.45 METERS (1.4 FEET) SOUTH OF THE SOUTHWEST CORNER OF
 BV1142'THE FENCE.
 BV1142'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BV1142'THE MARK IS ABOVE LEVEL WITH PAVED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1173 ***********************************************************************
 BV1173  DESIGNATION -  F 444
 BV1173  PID         -  BV1173
 BV1173  STATE/COUNTY-  AL/MOBILE
 BV1173  USGS QUAD   -  CITRONELLE EAST (1982)
 BV1173
 BV1173                         *CURRENT SURVEY CONTROL
 BV1173  ___________________________________________________________________
 BV1173* NAD 83(1986)-  31 00 23.     (N)    088 14 04.     (W)     SCALED    
 BV1173* NAVD 88     -        47.848  (meters)     156.98   (feet)  ADJUSTED  
 BV1173  ___________________________________________________________________
 BV1173  GEOID HEIGHT-         -28.35  (meters)                     GEOID03
 BV1173  DYNAMIC HT  -          47.787 (meters)     156.78  (feet)  COMP
 BV1173  MODELED GRAV-     979,361.6   (mgal)                       NAVD 88
 BV1173
 BV1173  VERT ORDER  -  FIRST     CLASS II
 BV1173
 BV1173.The horizontal coordinates were scaled from a topographic map and have
 BV1173.an estimated accuracy of +/- 6 seconds.
 BV1173
 BV1173.The orthometric height was determined by differential leveling
 BV1173.and adjusted by the National Geodetic Survey in June 1991..
 BV1173
 BV1173.The geoid height was determined by GEOID03.
 BV1173
 BV1173.The dynamic height is computed by dividing the NAVD 88
 BV1173.geopotential number by the normal gravity value computed on the
 BV1173.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV1173.degrees latitude (g = 980.6199 gals.).
 BV1173
 BV1173.The modeled gravity was interpolated from observed gravity values.
 BV1173
 BV1173;                    North         East    Units  Estimated Accuracy
 BV1173;SPC AL W     -   111,790.      529,870.      MT  (+/- 180 meters Scaled)
 BV1173
 BV1173                          SUPERSEDED SURVEY CONTROL
 BV1173
 BV1173  NGVD 29 (??/??/??)   47.810  (m)          156.86   (f) ADJUSTED    1 2
 BV1173
 BV1173.Superseded values are not recommended for survey control.
 BV1173.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1173.See file dsdata.txt to determine how the superseded data were derived.
 BV1173
 BV1173_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV821309(NAD 83)
 BV1173_MARKER: I = METAL ROD
 BV1173_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BV1173_SP_SET: STAINLESS STEEL ROD
 BV1173_STAMPING: F 444 1980
 BV1173_PROJECTION: RECESSED 8 CENTIMETERS
 BV1173_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BV1173_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BV1173+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BV1173_ROD/PIPE-DEPTH: 6.1  meters
 BV1173
 BV1173  HISTORY     - Date     Condition        Report By
 BV1173  HISTORY     - 1980     MONUMENTED       NGS
 BV1173  HISTORY     - 20040412 GOOD             ALHD
 BV1173
 BV1173                          STATION DESCRIPTION
 BV1173
 BV1173'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BV1173'10.1 KM SE FROM CITRONELLE.
 BV1173'10.1 KILOMETERS (6.3 MILES) SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 BV1173'FIRST BAPTIST CHURCH AT THE JUNCTION OF COUNTY ROUTE 96 IN CITRONELLE,
 BV1173'AT THE JUNCTION OF A PAVED ROAD LEADING NORTHWEST, ON THE SLOPE OF THE
 BV1173'HIGHWAY ENBANKMENT, 10.1 METERS (33.1 FEET) WEST OF THE CENTER LINE OF
 BV1173'THE HIGHWAY, 18.5 METERS (60.5 FEET) SOUTH OF THE CENTER OF THE ROAD,
 BV1173'10.6 METERS (34.8 FEET) NORTH OF A TELEPHONE POLE SUPPORTING AN
 BV1173'UNDERGROUND CABLE BOX NO. P113.
 BV1173'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 BV1173'THE MARK IS 1 M BELOW HIGHWAY.
 BV1173
 BV1173                          STATION RECOVERY (2004)
 BV1173
 BV1173'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BV1173'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1554 ***********************************************************************
 BH1554  DESIGNATION -  F 445
 BH1554  PID         -  BH1554
 BH1554  STATE/COUNTY-  AL/MOBILE
 BH1554  USGS QUAD   -  CHUNCHULA (1985)
 BH1554
 BH1554                         *CURRENT SURVEY CONTROL
 BH1554  ___________________________________________________________________
 BH1554* NAD 83(1986)-  30 59 39.     (N)    088 14 18.     (W)     SCALED    
 BH1554* NAVD 88     -        48.017  (meters)     157.54   (feet)  ADJUSTED  
 BH1554  ___________________________________________________________________
 BH1554  GEOID HEIGHT-         -28.37  (meters)                     GEOID03
 BH1554  DYNAMIC HT  -          47.955 (meters)     157.33  (feet)  COMP
 BH1554  MODELED GRAV-     979,361.5   (mgal)                       NAVD 88
 BH1554  OBS GRAVITY -     979,365.4   (mgal)                       GRAV_OBS
 BH1554
 BH1554  VERT ORDER  -  FIRST     CLASS II
 BH1554
 BH1554.The horizontal coordinates were scaled from a topographic map and have
 BH1554.an estimated accuracy of +/- 6 seconds.
 BH1554
 BH1554.The orthometric height was determined by differential leveling
 BH1554.and adjusted by the National Geodetic Survey in June 1991..
 BH1554
 BH1554.The geoid height was determined by GEOID03.
 BH1554
 BH1554.The dynamic height is computed by dividing the NAVD 88
 BH1554.geopotential number by the normal gravity value computed on the
 BH1554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1554.degrees latitude (g = 980.6199 gals.).
 BH1554
 BH1554.The modeled gravity was interpolated from observed gravity values.
 BH1554.The observed gravity was obtained from relative gravimeter ties
 BH1554.to the IGSN71 gravity network.
 BH1554
 BH1554;                    North         East    Units  Estimated Accuracy
 BH1554;SPC AL W     -   110,440.      529,490.      MT  (+/- 180 meters Scaled)
 BH1554
 BH1554                          SUPERSEDED SURVEY CONTROL
 BH1554
 BH1554  NGVD 29 (??/??/??)   47.979  (m)          157.41   (f) ADJUSTED    1 2
 BH1554
 BH1554.Superseded values are not recommended for survey control.
 BH1554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1554.See file dsdata.txt to determine how the superseded data were derived.
 BH1554
 BH1554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV817296(NAD 83)
 BH1554_MARKER: I = METAL ROD
 BH1554_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BH1554_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BH1554_STAMPING: F 445 1980
 BH1554_PROJECTION: RECESSED 8 CENTIMETERS
 BH1554_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BH1554+STABILITY: POSITION/ELEVATION WELL
 BH1554_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BH1554+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BH1554_ROD/PIPE-DEPTH: 9.8  meters
 BH1554_SLEEVE-DEPTH  : 6.1 meters
 BH1554
 BH1554  HISTORY     - Date     Condition        Report By
 BH1554  HISTORY     - 1980     MONUMENTED       NGS
 BH1554  HISTORY     - 20040412 GOOD             ALHD
 BH1554
 BH1554                          STATION DESCRIPTION
 BH1554
 BH1554'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 BH1554'11.6 KM SE FROM CITRONELLE.
 BH1554'11.6 KILOMETERS (7.2 MILES) SOUTHEAST ALONG U.S. HIGHWAY 45 FROM THE
 BH1554'FIRST BAPTIST CHURCH AT THE JUNCTION OF COUNTY ROUTE 96 IN CITRONELLE,
 BH1554'0.08 KILOMETERS (0.05 MILE) WEST OF THE HIGHWAY, AT A GARAGE AND WORK
 BH1554'SHOP SETTING NEAR THE REAR AND BETWEEN A WOODEN FRAME HOUSE AND A
 BH1554'TWO-STORY FRAME HOUSE, 21.4 METERS (70.3 FEET) NORTHWEST OF THE
 BH1554'NORTHWEST CORNER OF THE TWO-STORY HOUSE, 10.25 METERS (33.7 FEET) WEST
 BH1554'OF THE SOUTHWEST CORNER OF A PUMP HOUSE, 1.2 METERS (4 FEET) SOUTHWEST
 BH1554'OF THE SOUTHWEST CORNER OF THE GARAGE.
 BH1554'THE MARK IS 3 M ABOVE HIGHWAY.
 BH1554
 BH1554                          STATION RECOVERY (2004)
 BH1554
 BH1554'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BH1554'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2263 ***********************************************************************
 DH2263  DESIGNATION -  F 446
 DH2263  PID         -  DH2263
 DH2263  STATE/COUNTY-  AL/JEFFERSON
 DH2263  USGS QUAD   -  IRONDALE (1978)
 DH2263
 DH2263                         *CURRENT SURVEY CONTROL
 DH2263  ___________________________________________________________________
 DH2263* NAD 83(1986)-  33 33 52.     (N)    086 38 54.     (W)     SCALED    
 DH2263* NAVD 88     -       225.816  (meters)     740.86   (feet)  ADJUSTED  
 DH2263  ___________________________________________________________________
 DH2263  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH2263  DYNAMIC HT  -         225.563 (meters)     740.03  (feet)  COMP
 DH2263  MODELED GRAV-     979,511.1   (mgal)                       NAVD 88
 DH2263
 DH2263  VERT ORDER  -  FIRST     CLASS II
 DH2263
 DH2263.The horizontal coordinates were scaled from a topographic map and have
 DH2263.an estimated accuracy of +/- 6 seconds.
 DH2263
 DH2263.The orthometric height was determined by differential leveling
 DH2263.and adjusted by the National Geodetic Survey in June 1991..
 DH2263
 DH2263.The geoid height was determined by GEOID03.
 DH2263
 DH2263.The dynamic height is computed by dividing the NAVD 88
 DH2263.geopotential number by the normal gravity value computed on the
 DH2263.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2263.degrees latitude (g = 980.6199 gals.).
 DH2263
 DH2263.The modeled gravity was interpolated from observed gravity values.
 DH2263
 DH2263;                    North         East    Units  Estimated Accuracy
 DH2263;SPC AL W     -   395,540.      679,080.      MT  (+/- 180 meters Scaled)
 DH2263
 DH2263                          SUPERSEDED SURVEY CONTROL
 DH2263
 DH2263.No superseded survey control is available for this station.
 DH2263
 DH2263_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC326139(NAD 83)
 DH2263_MARKER: I = METAL ROD
 DH2263_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2263+WITH SETTING: INFORMATION.
 DH2263_SP_SET: SHALLOW SET METAL ROD
 DH2263_STAMPING: F 446 1980
 DH2263_MARK LOGO: NGS   
 DH2263_PROJECTION: FLUSH
 DH2263_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2263_ROD/PIPE-DEPTH: 1.8  meters
 DH2263
 DH2263  HISTORY     - Date     Condition        Report By
 DH2263  HISTORY     - 1980     MONUMENTED       NGS
 DH2263
 DH2263                          STATION DESCRIPTION
 DH2263
 DH2263'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2263'7.1 KM (4.4 MI) NE FROM IRONDALE.
 DH2263'4.5 KILOMETERS (2.8 MILES) EAST ALONG U.S. HIGHWAY 78 FROM THE
 DH2263'JUNCTION OF 16TH STREET IN IRONDALE, THENCE 2.6 KILOMETERS (1.6 MILES)
 DH2263'NORTH ALONG ALTON ROAD (COUNTY ROAD 94), ALSO 1.4 KILOMETERS (0.9
 DH2263'MILE) SOUTHEAST ALONG COUNTY ROAD 10 FROM THE JUNCTION OF U.S. HIGHWAY
 DH2263'11 IN TRUSSVILLE, THENCE 7.8 KILOMETERS (4.9 MILES) SOUTHWEST ALONG
 DH2263'COUNTY ROAD 94 (ALTON QUEENSTOWN ROAD) SET SOUTHEAST OF COUNTY ROAD 94
 DH2263'IN A WOOD FENCE LINE NEAR UTILITY POLE T 3538, 10.66 METERS (35.0
 DH2263'FEET) SOUTHEAST OF THE CENTER OF COUNTY ROAD 94, 8.85 METERS (29.0
 DH2263'FEET) NORTHEAST OF THE CENTER OF A DRIVEWAY LEADING TO A BRICK HOUSE
 DH2263'ON A SMALL HILL, 2.45 METERS (8.0 FEET) WEST OF UTILITY POLE T 3538,
 DH2263'0.52 METER (1.7 FEET) SOUTH-SOUTHEAST OF THE BASE OF THE GUY WIRE
 DH2263'FOR THE UTILITY POLE.  NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE
 DH2263'ROD, DRIVEN TO REFUSAL AT 1.8 METERS.
 DH2263'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2287 ***********************************************************************
 DH2287  DESIGNATION -  F 447
 DH2287  PID         -  DH2287
 DH2287  STATE/COUNTY-  AL/ST CLAIR
 DH2287  USGS QUAD   -  ODENVILLE (1972)
 DH2287
 DH2287                         *CURRENT SURVEY CONTROL
 DH2287  ___________________________________________________________________
 DH2287* NAD 83(1986)-  33 38 11.     (N)    086 23 15.     (W)     SCALED    
 DH2287* NAVD 88     -       264.198  (meters)     866.79   (feet)  ADJUSTED  
 DH2287  ___________________________________________________________________
 DH2287  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH2287  DYNAMIC HT  -         263.908 (meters)     865.84  (feet)  COMP
 DH2287  MODELED GRAV-     979,532.9   (mgal)                       NAVD 88
 DH2287
 DH2287  VERT ORDER  -  FIRST     CLASS II
 DH2287
 DH2287.The horizontal coordinates were scaled from a topographic map and have
 DH2287.an estimated accuracy of +/- 6 seconds.
 DH2287
 DH2287.The orthometric height was determined by differential leveling
 DH2287.and adjusted by the National Geodetic Survey in June 1991..
 DH2287
 DH2287.The geoid height was determined by GEOID03.
 DH2287
 DH2287.The dynamic height is computed by dividing the NAVD 88
 DH2287.geopotential number by the normal gravity value computed on the
 DH2287.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2287.degrees latitude (g = 980.6199 gals.).
 DH2287
 DH2287.The modeled gravity was interpolated from observed gravity values.
 DH2287
 DH2287;                    North         East    Units  Estimated Accuracy
 DH2287;SPC AL E     -   347,910.      148,590.      MT  (+/- 180 meters Scaled)
 DH2287
 DH2287                          SUPERSEDED SURVEY CONTROL
 DH2287
 DH2287.No superseded survey control is available for this station.
 DH2287
 DH2287_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC568220(NAD 83)
 DH2287_MARKER: I = METAL ROD
 DH2287_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2287_SP_SET: STAINLESS STEEL ROD
 DH2287_STAMPING: F 447 1980
 DH2287_MARK LOGO: NGS   
 DH2287_PROJECTION: FLUSH
 DH2287_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2287_ROD/PIPE-DEPTH: 4.2  meters
 DH2287
 DH2287  HISTORY     - Date     Condition        Report By
 DH2287  HISTORY     - 1980     MONUMENTED       NGS
 DH2287
 DH2287                          STATION DESCRIPTION
 DH2287
 DH2287'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2287'5.45 KM (3.4 MI) SE FROM BRANCHVILLE.
 DH2287'2.5 KILOMETERS (1.55 MILES) SOUTHEAST ALONG BLAIRS FARM ROAD FROM THE
 DH2287'JUNCTION OF U.S. HIGHWAY 411 IN BRANCHVILLE, THENCE 2.95 KILOMETERS
 DH2287'(1.85 MILES) SOUTHEAST ALONG STATE HIGHWAY 174, TO THE MARK SET ON THE
 DH2287'NORTH SIDE OF STATE HIGHWAY 174 NEAR A PIPE CULVERT, 12.8 METERS (42.0
 DH2287'FEET) NORTH OF THE CENTER LINE OF THE HIGHWAY, 9.0 METERS (29.5 FEET)
 DH2287'NORTH-NORTHEAST OF THE NORTH END OF THE PIPE CULVERT, AND 0.75 METER
 DH2287'(2.5 FEET) WEST OF A WITNESS POST.  NOTE-SEVERAL ATTEMPTS WERE MADE TO
 DH2287'DRIVE THE ROD, THE ROD WAS DRIVEN TO REFUSAL AT THE DEPTH OF 4.2
 DH2287'METERS.
 DH2287'THE MARK IS 0.75 METERS  W FROM A WITNESS POST.
 DH2287'THE MARK IS 0.1 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2311 ***********************************************************************
 DH2311  DESIGNATION -  F 448
 DH2311  PID         -  DH2311
 DH2311  STATE/COUNTY-  AL/ST CLAIR
 DH2311  USGS QUAD   -  OHATCHEE (1949)
 DH2311
 DH2311                         *CURRENT SURVEY CONTROL
 DH2311  ___________________________________________________________________
 DH2311* NAD 83(1986)-  33 46 16.     (N)    086 04 18.     (W)     SCALED    
 DH2311* NAVD 88     -       160.684  (meters)     527.18   (feet)  ADJUSTED  
 DH2311  ___________________________________________________________________
 DH2311  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH2311  DYNAMIC HT  -         160.513 (meters)     526.62  (feet)  COMP
 DH2311  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 DH2311
 DH2311  VERT ORDER  -  FIRST     CLASS II
 DH2311
 DH2311.The horizontal coordinates were scaled from a topographic map and have
 DH2311.an estimated accuracy of +/- 6 seconds.
 DH2311
 DH2311.The orthometric height was determined by differential leveling
 DH2311.and adjusted by the National Geodetic Survey in June 1991..
 DH2311
 DH2311.The geoid height was determined by GEOID03.
 DH2311
 DH2311.The dynamic height is computed by dividing the NAVD 88
 DH2311.geopotential number by the normal gravity value computed on the
 DH2311.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2311.degrees latitude (g = 980.6199 gals.).
 DH2311
 DH2311.The modeled gravity was interpolated from observed gravity values.
 DH2311
 DH2311;                    North         East    Units  Estimated Accuracy
 DH2311;SPC AL E     -   362,740.      177,920.      MT  (+/- 180 meters Scaled)
 DH2311
 DH2311                          SUPERSEDED SURVEY CONTROL
 DH2311
 DH2311.No superseded survey control is available for this station.
 DH2311
 DH2311_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC859371(NAD 83)
 DH2311_MARKER: I = METAL ROD
 DH2311_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2311_SP_SET: STAINLESS STEEL ROD
 DH2311_STAMPING: F 448 1980
 DH2311_MARK LOGO: NGS   
 DH2311_PROJECTION: FLUSH
 DH2311_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2311+STABILITY: POSITION/ELEVATION WELL
 DH2311_ROD/PIPE-DEPTH: 10.3 meters
 DH2311
 DH2311  HISTORY     - Date     Condition        Report By
 DH2311  HISTORY     - 1980     MONUMENTED       NGS
 DH2311
 DH2311                          STATION DESCRIPTION
 DH2311
 DH2311'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DH2311'8.4 KM (5.2 MI) NE FROM RAGLAND.
 DH2311'0.2 KILOMETERS (0.1 MILES) NORTH ALONG STATE HIGHWAY 144 FROM THE POST
 DH2311'OFFICE IN RAGLAND, THENCE 8.2 KILOMETERS (5.1 MILES) EAST ALONG COUNTY
 DH2311'ROAD 26 TO THE MARK ON THE SOUTHEAST SIDE OF THE ROAD NEAR THE
 DH2311'NORTHEAST END OF A METAL GUARDRAIL BETWEEN THE FIRST AND SECOND POSTS,
 DH2311'6.5 METERS (21.0 FEET) SOUTHEAST OF THE CENTER LINE OF THE ROAD, 0.95
 DH2311'METERS (3.1 FEET) SOUTHWEST OF THE FIRST POST OF THE GUARDRAIL, AND
 DH2311'0.46 METERS (1.5 FEET) NORTHEAST OF A WITNESS POST.
 DH2311'THE MARK IS 0.4 METERS  SW FROM A WITNESS POST.
 DH2311'THE MARK IS 0.01 M BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2468 ***********************************************************************
 DG2468  DESIGNATION -  F 449
 DG2468  PID         -  DG2468
 DG2468  STATE/COUNTY-  AL/CHEROKEE
 DG2468  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG2468
 DG2468                         *CURRENT SURVEY CONTROL
 DG2468  ___________________________________________________________________
 DG2468* NAD 83(1986)-  33 58 29.     (N)    085 28 09.     (W)     SCALED    
 DG2468* NAVD 88     -       314.651  (meters)    1032.32   (feet)  ADJUSTED  
 DG2468  ___________________________________________________________________
 DG2468  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG2468  DYNAMIC HT  -         314.321 (meters)    1031.23  (feet)  COMP
 DG2468  MODELED GRAV-     979,577.0   (mgal)                       NAVD 88
 DG2468
 DG2468  VERT ORDER  -  FIRST     CLASS II
 DG2468
 DG2468.The horizontal coordinates were scaled from a topographic map and have
 DG2468.an estimated accuracy of +/- 6 seconds.
 DG2468
 DG2468.The orthometric height was determined by differential leveling
 DG2468.and adjusted by the National Geodetic Survey in June 1991..
 DG2468
 DG2468.The geoid height was determined by GEOID03.
 DG2468
 DG2468.The dynamic height is computed by dividing the NAVD 88
 DG2468.geopotential number by the normal gravity value computed on the
 DG2468.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2468.degrees latitude (g = 980.6199 gals.).
 DG2468
 DG2468.The modeled gravity was interpolated from observed gravity values.
 DG2468
 DG2468;                    North         East    Units  Estimated Accuracy
 DG2468;SPC AL E     -   385,360.      233,650.      MT  (+/- 180 meters Scaled)
 DG2468
 DG2468                          SUPERSEDED SURVEY CONTROL
 DG2468
 DG2468.No superseded survey control is available for this station.
 DG2468
 DG2468_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC414604(NAD 83)
 DG2468_MARKER: DB = BENCH MARK DISK
 DG2468_SETTING: 66 = SET IN ROCK OUTCROP
 DG2468_SP_SET: ROCK OUTCROP
 DG2468_STAMPING: F 449 1980
 DG2468_MARK LOGO: NGS   
 DG2468_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG2468+STABILITY: POSITION/ELEVATION WELL
 DG2468
 DG2468  HISTORY     - Date     Condition        Report By
 DG2468  HISTORY     - 1980     MONUMENTED       NGS
 DG2468
 DG2468                          STATION DESCRIPTION
 DG2468
 DG2468'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2468'16.8 KM (10.4 MI) NE FROM PIEDMONT.
 DG2468'2.2 KILOMETERS (1.35 MILES) NORTHEAST ALONG BUSINESS HIGHWAY 278 FROM
 DG2468'THE POST OFFICE IN PIEDMONT, THENCE 14.55 KILOMETERS (9.0 MILES)
 DG2468'NORTHEAST ALONG U.S. HIGHWAY 278, TO THE MARK ON THE LEFT IN THE
 DG2468'BASE OF THE SOUTH FACE OF A MASSIVE OUTCROP OF BEDROCK PROJECTING
 DG2468'6.09 METERS (20.0 FEET) ABOVE THE GROUND, 0.2 KILOMETER (0.1 MILE)
 DG2468'EAST OF MILE POST 147, 60.96 METERS (200 FEET) NORTH AND UP HILL FROM
 DG2468'THE CENTER LINE OF THE HIGHWAY, 8.54 METERS (28.0 FEET) NORTHEAST
 DG2468'OF A 36-INCH TRIANGLE BLAZED PINE TREE, AND 5.49 METERS (18 FEET)
 DG2468'EAST OF THE WEST END OF THE PROJECTING BEDROCK.
 DG2468'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 DG2468'THE MARK IS 0.3 M ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2448 ***********************************************************************
 DG2448  DESIGNATION -  F 450
 DG2448  PID         -  DG2448
 DG2448  STATE/COUNTY-  AL/CALHOUN
 DG2448  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG2448
 DG2448                         *CURRENT SURVEY CONTROL
 DG2448  ___________________________________________________________________
 DG2448* NAD 83(1986)-  33 49 24.     (N)    085 47 59.     (W)     SCALED    
 DG2448* NAVD 88     -       179.999  (meters)     590.55   (feet)  ADJUSTED  
 DG2448  ___________________________________________________________________
 DG2448  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 DG2448  DYNAMIC HT  -         179.807 (meters)     589.92  (feet)  COMP
 DG2448  MODELED GRAV-     979,567.7   (mgal)                       NAVD 88
 DG2448
 DG2448  VERT ORDER  -  FIRST     CLASS II
 DG2448
 DG2448.The horizontal coordinates were scaled from a topographic map and have
 DG2448.an estimated accuracy of +/- 6 seconds.
 DG2448
 DG2448.The orthometric height was determined by differential leveling
 DG2448.and adjusted by the National Geodetic Survey in June 1991..
 DG2448
 DG2448.The geoid height was determined by GEOID03.
 DG2448
 DG2448.The dynamic height is computed by dividing the NAVD 88
 DG2448.geopotential number by the normal gravity value computed on the
 DG2448.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2448.degrees latitude (g = 980.6199 gals.).
 DG2448
 DG2448.The modeled gravity was interpolated from observed gravity values.
 DG2448
 DG2448;                    North         East    Units  Estimated Accuracy
 DG2448;SPC AL E     -   368,510.      203,110.      MT  (+/- 180 meters Scaled)
 DG2448
 DG2448                          SUPERSEDED SURVEY CONTROL
 DG2448
 DG2448.No superseded survey control is available for this station.
 DG2448
 DG2448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC110432(NAD 83)
 DG2448_MARKER: DB = BENCH MARK DISK
 DG2448_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DG2448_SP_SET: ABUTMENT
 DG2448_STAMPING: F 450 1980
 DG2448_MARK LOGO: NGS   
 DG2448_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2448
 DG2448  HISTORY     - Date     Condition        Report By
 DG2448  HISTORY     - 1980     MONUMENTED       NGS
 DG2448
 DG2448                          STATION DESCRIPTION
 DG2448
 DG2448'DESCRIBED BY NATIONAL GEODETIC SURVEY 1980
 DG2448'4.85 KM (3.0 MI) WEST FROM JACKSONVILLE.
 DG2448'1.3 KILOMETERS (0.8 MILES) NORTH ALONG STATE HIGHWAY 21 FROM THE POST
 DG2448'OFFICE IN JACKSONVILLE, THENCE 3.55 KILOMETERS (2.2 MILES) WEST ALONG
 DG2448'STATE HIGHWAY 204 TO THE MARK ON THE LEFT, IN TOP OF THE SOUTHEAST
 DG2448'CORNER OF A BRIDGE ABUTMENT OF BRIDGE OVER THE TALLASSEEHATCHEE CREEK,
 DG2448'3.96 METERS (13.0 FEET) SOUTH-SOUTHWEST OF THE CENTER LINE OF THE
 DG2448'HIGHWAY, 0.24 METER (0.8 FOOT) SOUTH-SOUTHWEST OF THE SOUTHEAST CORNER
 DG2448'OF THE BRIDGE ABUTMENT, AND 0.24 METER (0.8 FOOT) NORTHEAST OF THE
 DG2448'SOUTHWEST END OF ABUTMENT.
 DG2448'THE MARK IS 0.51 METERS  N FROM A WITNESS POST.
 DG2448'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2361 ***********************************************************************
 DH2361  DESIGNATION -  F 451
 DH2361  PID         -  DH2361
 DH2361  STATE/COUNTY-  AL/JEFFERSON
 DH2361  USGS QUAD   -  BESSEMER (1988)
 DH2361
 DH2361                         *CURRENT SURVEY CONTROL
 DH2361  ___________________________________________________________________
 DH2361* NAD 83(1986)-  33 25 56.     (N)    086 57 09.     (W)     SCALED    
 DH2361* NAVD 88     -       157.019  (meters)     515.15   (feet)  ADJUSTED  
 DH2361  ___________________________________________________________________
 DH2361  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH2361  DYNAMIC HT  -         156.845 (meters)     514.58  (feet)  COMP
 DH2361  MODELED GRAV-     979,526.2   (mgal)                       NAVD 88
 DH2361
 DH2361  VERT ORDER  -  FIRST     CLASS II
 DH2361
 DH2361.The horizontal coordinates were scaled from a topographic map and have
 DH2361.an estimated accuracy of +/- 6 seconds.
 DH2361
 DH2361.The orthometric height was determined by differential leveling
 DH2361.and adjusted by the National Geodetic Survey in June 1991..
 DH2361
 DH2361.The geoid height was determined by GEOID03.
 DH2361
 DH2361.The dynamic height is computed by dividing the NAVD 88
 DH2361.geopotential number by the normal gravity value computed on the
 DH2361.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2361.degrees latitude (g = 980.6199 gals.).
 DH2361
 DH2361.The modeled gravity was interpolated from observed gravity values.
 DH2361
 DH2361;                    North         East    Units  Estimated Accuracy
 DH2361;SPC AL W     -   380,680.      650,910.      MT  (+/- 180 meters Scaled)
 DH2361
 DH2361                          SUPERSEDED SURVEY CONTROL
 DH2361
 DH2361.No superseded survey control is available for this station.
 DH2361
 DH2361_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB044992(NAD 83)
 DH2361_MARKER: I = METAL ROD
 DH2361_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 DH2361_SP_SET: STAINLESS STEEL ROD
 DH2361_STAMPING: F 451 1981
 DH2361_MARK LOGO: NGS   
 DH2361_PROJECTION: FLUSH
 DH2361_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2361_ROD/PIPE-DEPTH: 4.9  meters
 DH2361
 DH2361  HISTORY     - Date     Condition        Report By
 DH2361  HISTORY     - 1981     MONUMENTED       NGS
 DH2361
 DH2361                          STATION DESCRIPTION
 DH2361
 DH2361'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DH2361'IN BRIGHTON.
 DH2361'IN BRIGHTON, IN THE SOUTHEAST ANGLE OF JAYBIRD ROAD AND FIELDING
 DH2361'STREET, NEAR THE NORTHWEST CORNER OF THE FIRST BAPTIST CHURCH OF
 DH2361'BRIGHTON, 10.06 METERS (33.0 FEET) EAST OF THE CENTER LINE OF JAYBIRD
 DH2361'ROAD, 8.24 METERS (27.0 FEET) SOUTH OF THE CENTER OF FIELDING STREET,
 DH2361'4.12 METERS (13.5 FEET) WEST OF THE NORTHWEST CORNER OF THE CHURCH AND
 DH2361'IN LINE WITH THE NORTH FACE OF THE CHURCH, 2.14 METERS (7.0 FEET)
 DH2361'SOUTH OF A UTILITY POLE WITH A RAILROAD SPIKE DRIVEN INTO IT AND AN
 DH2361'ELEVATION OF 516.64.
 DH2361'THE MARK IS ABOVE LEVEL WITH FIELDING STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2889 ***********************************************************************
 CN2889  DESIGNATION -  F 452
 CN2889  PID         -  CN2889
 CN2889  STATE/COUNTY-  AL/AUTAUGA
 CN2889  USGS QUAD   -  JONES (1982)
 CN2889
 CN2889                         *CURRENT SURVEY CONTROL
 CN2889  ___________________________________________________________________
 CN2889* NAD 83(1986)-  32 34 54.     (N)    086 53 34.     (W)     SCALED    
 CN2889* NAVD 88     -        67.755  (meters)     222.29   (feet)  ADJUSTED  
 CN2889  ___________________________________________________________________
 CN2889  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CN2889  DYNAMIC HT  -          67.676 (meters)     222.03  (feet)  COMP
 CN2889  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 CN2889
 CN2889  VERT ORDER  -  FIRST     CLASS II
 CN2889
 CN2889.The horizontal coordinates were scaled from a topographic map and have
 CN2889.an estimated accuracy of +/- 6 seconds.
 CN2889
 CN2889.The orthometric height was determined by differential leveling
 CN2889.and adjusted by the National Geodetic Survey in June 1991..
 CN2889
 CN2889.The geoid height was determined by GEOID03.
 CN2889
 CN2889.The dynamic height is computed by dividing the NAVD 88
 CN2889.geopotential number by the normal gravity value computed on the
 CN2889.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2889.degrees latitude (g = 980.6199 gals.).
 CN2889
 CN2889.The modeled gravity was interpolated from observed gravity values.
 CN2889
 CN2889;                    North         East    Units  Estimated Accuracy
 CN2889;SPC AL W     -   286,390.      657,010.      MT  (+/- 180 meters Scaled)
 CN2889
 CN2889                          SUPERSEDED SURVEY CONTROL
 CN2889
 CN2889.No superseded survey control is available for this station.
 CN2889
 CN2889_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB100049(NAD 83)
 CN2889_MARKER: I = METAL ROD
 CN2889_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 CN2889_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 CN2889_STAMPING: F 452 1981
 CN2889_MARK LOGO: NGS   
 CN2889_PROJECTION: FLUSH
 CN2889_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 CN2889+STABILITY: POSITION/ELEVATION WELL
 CN2889_ROD/PIPE-DEPTH: 11.0 meters
 CN2889_SLEEVE-DEPTH  : 6.0 meters
 CN2889
 CN2889  HISTORY     - Date     Condition        Report By
 CN2889  HISTORY     - 1981     MONUMENTED       NGS
 CN2889
 CN2889                          STATION DESCRIPTION
 CN2889
 CN2889'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2889'IN JONES.
 CN2889'IN JONES, AT THE UNITED METHODIST CHURCH AND AT THE WEST ENTRANCE GATE
 CN2889'OF THE CEMETERY, 21.55 METERS (70.7 FEET) NORTH OF THE SOUTHWEST
 CN2889'CORNER POST OF THE WIRE FENCE AROUND THE CEMETERY, 2.22 METERS (7.3
 CN2889'FEET) SOUTHWEST OF THE CENTER OF THE METAL ENTRANCE GATE OF THE
 CN2889'CEMETERY, 1.04 METERS (3.4 FEET) NORTHWEST OF THE SOUTHWEST CORNER OF
 CN2889'THE SOUTH BRICK ENTRANCE PILLAR.
 CN2889'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1403 ***********************************************************************
 BT1403  DESIGNATION -  F 454
 BT1403  PID         -  BT1403
 BT1403  STATE/COUNTY-  AL/HOUSTON
 BT1403  USGS QUAD   -  MADRID (1969)
 BT1403
 BT1403                         *CURRENT SURVEY CONTROL
 BT1403  ___________________________________________________________________
 BT1403* NAD 83(1986)-  31 06 07.     (N)    085 24 18.     (W)     SCALED    
 BT1403* NAVD 88     -        68.977  (meters)     226.30   (feet)  ADJUSTED  
 BT1403  ___________________________________________________________________
 BT1403  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BT1403  DYNAMIC HT  -          68.890 (meters)     226.02  (feet)  COMP
 BT1403  MODELED GRAV-     979,380.3   (mgal)                       NAVD 88
 BT1403
 BT1403  VERT ORDER  -  FIRST     CLASS II
 BT1403
 BT1403.The horizontal coordinates were scaled from a topographic map and have
 BT1403.an estimated accuracy of +/- 6 seconds.
 BT1403
 BT1403.The orthometric height was determined by differential leveling
 BT1403.and adjusted by the National Geodetic Survey in June 1991..
 BT1403
 BT1403.The geoid height was determined by GEOID03.
 BT1403
 BT1403.The dynamic height is computed by dividing the NAVD 88
 BT1403.geopotential number by the normal gravity value computed on the
 BT1403.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1403.degrees latitude (g = 980.6199 gals.).
 BT1403
 BT1403.The modeled gravity was interpolated from observed gravity values.
 BT1403
 BT1403;                    North         East    Units  Estimated Accuracy
 BT1403;SPC AL E     -    66,810.      240,860.      MT  (+/- 180 meters Scaled)
 BT1403
 BT1403                          SUPERSEDED SURVEY CONTROL
 BT1403
 BT1403.No superseded survey control is available for this station.
 BT1403
 BT1403_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV521419(NAD 83)
 BT1403_MARKER: I = METAL ROD
 BT1403_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1403_SP_SET: STAINLESS STEEL ROD
 BT1403_STAMPING: F 454 1981
 BT1403_MARK LOGO: NGS   
 BT1403_PROJECTION: FLUSH
 BT1403_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1403_ROD/PIPE-DEPTH: 19.5 meters
 BT1403
 BT1403  HISTORY     - Date     Condition        Report By
 BT1403  HISTORY     - 1981     MONUMENTED       NGS
 BT1403
 BT1403                          STATION DESCRIPTION
 BT1403
 BT1403'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1403'16.8 KM (10.45 MI) NORT FROM CAMPBELLTON.
 BT1403'16.8 KILOMETERS (10.45 MILES) NORTH ALONG US HIGHWAY 231 FROM THE
 BT1403'POST OFFICE IN CAMPBELLTON TO THE MARK ON THE RIGHT, ALSO 9.8
 BT1403'KILOMETERS (6.1 MILES) SOUTH ALONG US HIGHWAY 231 FROM THE JUNCTION
 BT1403'OF US HIGHWAY 84 IN SOUTH PART OF DOTHAN, 25.92 METERS (85.0 FEET)
 BT1403'EAST OF THE CENTER LINE OF THE NORTHBOUND LANE OF THE HIGHWAY,
 BT1403'8.38 METERS (27.5 FEET) NORTH-NORTHEAST OF THE CENTER OF A DRIVE
 BT1403'WAY LEADING SOUTHEAST, 0.74 METER (2.4 FEET) SOUTH OF A UTILITY
 BT1403'POLE.
 BT1403'THE MARK IS 0.57 METERS  N FROM A WITNESS POST.
 BT1403'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1482 ***********************************************************************
 BT1482  DESIGNATION -  F 455
 BT1482  PID         -  BT1482
 BT1482  STATE/COUNTY-  AL/PIKE
 BT1482  USGS QUAD   -  BANKS (1968)
 BT1482
 BT1482                         *CURRENT SURVEY CONTROL
 BT1482  ___________________________________________________________________
 BT1482* NAD 83(1986)-  31 45 52.     (N)    085 48 54.     (W)     SCALED    
 BT1482* NAVD 88     -       151.678  (meters)     497.63   (feet)  ADJUSTED  
 BT1482  ___________________________________________________________________
 BT1482  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BT1482  DYNAMIC HT  -         151.497 (meters)     497.04  (feet)  COMP
 BT1482  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 BT1482
 BT1482  VERT ORDER  -  FIRST     CLASS II
 BT1482
 BT1482.The horizontal coordinates were scaled from a topographic map and have
 BT1482.an estimated accuracy of +/- 6 seconds.
 BT1482
 BT1482.The orthometric height was determined by differential leveling
 BT1482.and adjusted by the National Geodetic Survey in June 1991..
 BT1482
 BT1482.The geoid height was determined by GEOID03.
 BT1482
 BT1482.The dynamic height is computed by dividing the NAVD 88
 BT1482.geopotential number by the normal gravity value computed on the
 BT1482.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1482.degrees latitude (g = 980.6199 gals.).
 BT1482
 BT1482.The modeled gravity was interpolated from observed gravity values.
 BT1482
 BT1482;                    North         East    Units  Estimated Accuracy
 BT1482;SPC AL E     -   140,190.      201,740.      MT  (+/- 180 meters Scaled)
 BT1482
 BT1482                          SUPERSEDED SURVEY CONTROL
 BT1482
 BT1482.No superseded survey control is available for this station.
 BT1482
 BT1482_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA122149(NAD 83)
 BT1482_MARKER: I = METAL ROD
 BT1482_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1482_SP_SET: STAINLESS STEEL ROD
 BT1482_STAMPING: F 455 1981
 BT1482_MARK LOGO: NGS   
 BT1482_PROJECTION: FLUSH
 BT1482_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1482_ROD/PIPE-DEPTH: 9.8  meters
 BT1482
 BT1482  HISTORY     - Date     Condition        Report By
 BT1482  HISTORY     - 1981     MONUMENTED       NGS
 BT1482
 BT1482                          STATION DESCRIPTION
 BT1482
 BT1482'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1482'5.0 KM (3.1 MI) NORTH FROM BRUNDIDGE.
 BT1482'5.0 KILOMETERS (3.1 MILES) NORTH ALONG STATE HIGHWAY 93 FROM THE
 BT1482'POST OFFICE IN BRUNDIDGE TO A RED BRICK HOUSE AND MARK ON LEFT,
 BT1482'29.87 METERS (98.0 FEET) WEST OF THE CENTER LINE OF THE HIGHWAY,
 BT1482'25.31 METERS (83.0 FEET) SOUTHWEST OF A POWER POLE WITH TRANSFORMER,
 BT1482'1.10 METERS (3.6 FEET) NORTH OF THE NORTHEAST CORNER OF
 BT1482'RED BRICK HOUSE.
 BT1482'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1462 ***********************************************************************
 BT1462  DESIGNATION -  F 456
 BT1462  PID         -  BT1462
 BT1462  STATE/COUNTY-  AL/DALE
 BT1462  USGS QUAD   -  BRUNDIDGE SE (1981)
 BT1462
 BT1462                         *CURRENT SURVEY CONTROL
 BT1462  ___________________________________________________________________
 BT1462* NAD 83(1986)-  31 34 06.     (N)    085 45 21.     (W)     SCALED    
 BT1462* NAVD 88     -       138.355  (meters)     453.92   (feet)  ADJUSTED  
 BT1462  ___________________________________________________________________
 BT1462  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BT1462  DYNAMIC HT  -         138.191 (meters)     453.38  (feet)  COMP
 BT1462  MODELED GRAV-     979,447.0   (mgal)                       NAVD 88
 BT1462  OBS GRAVITY -     979,439.9   (mgal)                       GRAV_OBS
 BT1462
 BT1462  VERT ORDER  -  FIRST     CLASS II
 BT1462
 BT1462.The horizontal coordinates were scaled from a topographic map and have
 BT1462.an estimated accuracy of +/- 6 seconds.
 BT1462
 BT1462.The orthometric height was determined by differential leveling
 BT1462.and adjusted by the National Geodetic Survey in June 1991..
 BT1462
 BT1462.The geoid height was determined by GEOID03.
 BT1462
 BT1462.The dynamic height is computed by dividing the NAVD 88
 BT1462.geopotential number by the normal gravity value computed on the
 BT1462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1462.degrees latitude (g = 980.6199 gals.).
 BT1462
 BT1462.The modeled gravity was interpolated from observed gravity values.
 BT1462.The observed gravity was obtained from relative gravimeter ties
 BT1462.to the IGSN71 gravity network.
 BT1462
 BT1462;                    North         East    Units  Estimated Accuracy
 BT1462;SPC AL E     -   118,440.      207,360.      MT  (+/- 180 meters Scaled)
 BT1462
 BT1462                          SUPERSEDED SURVEY CONTROL
 BT1462
 BT1462.No superseded survey control is available for this station.
 BT1462
 BT1462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV180932(NAD 83)
 BT1462_MARKER: I = METAL ROD
 BT1462_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 BT1462_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 BT1462_STAMPING: F 456 1981
 BT1462_MARK LOGO: NGS   
 BT1462_PROJECTION: FLUSH
 BT1462_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 BT1462+STABILITY: POSITION/ELEVATION WELL
 BT1462_ROD/PIPE-DEPTH: 22.2 meters
 BT1462_SLEEVE-DEPTH  : 6.0 meters
 BT1462
 BT1462  HISTORY     - Date     Condition        Report By
 BT1462  HISTORY     - 1981     MONUMENTED       NGS
 BT1462
 BT1462                          STATION DESCRIPTION
 BT1462
 BT1462'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1462'5.6 KM (3.5 MI) WSW FROM ARITON.
 BT1462'5.6 KM (3.5 MILES) WEST-SOUTHWEST ALONG STATE HIGHWAY 51 FROM THE
 BT1462'US POST OFFICE IN ARITON TO THE MARK ON THE RIGHT, AT THE SOUTHWEST
 BT1462'CORNER OF THE PROPERTY OF A SINGLE STORY FRAME HOUSE, BRICKED
 BT1462'HALFWAY IN FRONT, OWNED AT THIS TIME BY MR BOBY WILLOGHBY, 0.2
 BT1462'KILOMETER (0.1 MILE) EAST ALONG STATE HIGHWAY 51, 24.07 METERS
 BT1462'(79.0 FEET) SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 6.70
 BT1462'METERS (22 FEET) NORTH OF THE CENTER LINE OF THE HIGHWAY, 0.76
 BT1462'METER (2.5 FEET) NORTHWEST OF THE SOUTH END POST OF A WOODEN
 BT1462'PROPERTY LINE FENCE.
 BT1462'THE MARK IS 0.45 METERS  N FROM A WITNESS POST.
 BT1462'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1456 ***********************************************************************
 BT1456  DESIGNATION -  F 457
 BT1456  PID         -  BT1456
 BT1456  STATE/COUNTY-  AL/DALE
 BT1456  USGS QUAD   -  ARITON (1981)
 BT1456
 BT1456                         *CURRENT SURVEY CONTROL
 BT1456  ___________________________________________________________________
 BT1456* NAD 83(1986)-  31 31 13.     (N)    085 42 46.     (W)     SCALED    
 BT1456* NAVD 88     -       108.719  (meters)     356.69   (feet)  ADJUSTED  
 BT1456  ___________________________________________________________________
 BT1456  GEOID HEIGHT-         -26.34  (meters)                     GEOID03
 BT1456  DYNAMIC HT  -         108.589 (meters)     356.26  (feet)  COMP
 BT1456  MODELED GRAV-     979,443.1   (mgal)                       NAVD 88
 BT1456
 BT1456  VERT ORDER  -  FIRST     CLASS II
 BT1456
 BT1456.The horizontal coordinates were scaled from a topographic map and have
 BT1456.an estimated accuracy of +/- 6 seconds.
 BT1456
 BT1456.The orthometric height was determined by differential leveling
 BT1456.and adjusted by the National Geodetic Survey in June 1991..
 BT1456
 BT1456.The geoid height was determined by GEOID03.
 BT1456
 BT1456.The dynamic height is computed by dividing the NAVD 88
 BT1456.geopotential number by the normal gravity value computed on the
 BT1456.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1456.degrees latitude (g = 980.6199 gals.).
 BT1456
 BT1456.The modeled gravity was interpolated from observed gravity values.
 BT1456
 BT1456;                    North         East    Units  Estimated Accuracy
 BT1456;SPC AL E     -   113,120.      211,450.      MT  (+/- 180 meters Scaled)
 BT1456
 BT1456                          SUPERSEDED SURVEY CONTROL
 BT1456
 BT1456.No superseded survey control is available for this station.
 BT1456
 BT1456_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV222879(NAD 83)
 BT1456_MARKER: I = METAL ROD
 BT1456_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BT1456_SP_SET: STAINLESS STEEL ROD
 BT1456_STAMPING: F 457 1981
 BT1456_MARK LOGO: NGS   
 BT1456_PROJECTION: FLUSH
 BT1456_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1456_ROD/PIPE-DEPTH: 7.9  meters
 BT1456
 BT1456  HISTORY     - Date     Condition        Report By
 BT1456  HISTORY     - 1981     MONUMENTED       NGS
 BT1456
 BT1456                          STATION DESCRIPTION
 BT1456
 BT1456'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 BT1456'9.7 KM (6.05 MI) NW FROM OZARK.
 BT1456'9.7 KILOMETERS (6.05 MILES) NORTHWEST ALONG US HIGHWAY 231 FROM
 BT1456'THE JUNCTION OF STATE HIGHWAY 249 IN OZARK TO THE MARK ON THE LEFT,
 BT1456'0.2 KILOMETER (0.1 MILE) SOUTHEAST OF MILEPOST 50, 21.04 METERS
 BT1456'(69.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE SOUTHBOUND LANE
 BT1456'OF THE HIGHWAY, 0.64 METER (2.1 FEET) NORTHEAST OF THE NORTHWEST-
 BT1456'SOUTHEAST FENCE LINE.
 BT1456'THE MARK IS 0.55 METERS  NW FROM A WITNESS POST.
 BT1456'THE MARK IS 2.0 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2345 ***********************************************************************
 DH2345  DESIGNATION -  F 458
 DH2345  PID         -  DH2345
 DH2345  STATE/COUNTY-  AL/SHELBY
 DH2345  USGS QUAD   -  HELENA (1988)
 DH2345
 DH2345                         *CURRENT SURVEY CONTROL
 DH2345  ___________________________________________________________________
 DH2345* NAD 83(1986)-  33 17 14.     (N)    086 51 35.     (W)     SCALED    
 DH2345* NAVD 88     -       144.458  (meters)     473.94   (feet)  ADJUSTED  
 DH2345  ___________________________________________________________________
 DH2345  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH2345  DYNAMIC HT  -         144.299 (meters)     473.42  (feet)  COMP
 DH2345  MODELED GRAV-     979,532.8   (mgal)                       NAVD 88
 DH2345
 DH2345  VERT ORDER  -  FIRST     CLASS II
 DH2345
 DH2345.The horizontal coordinates were scaled from a topographic map and have
 DH2345.an estimated accuracy of +/- 6 seconds.
 DH2345
 DH2345.The orthometric height was determined by differential leveling
 DH2345.and adjusted by the National Geodetic Survey in June 1991..
 DH2345
 DH2345.The geoid height was determined by GEOID03.
 DH2345
 DH2345.The dynamic height is computed by dividing the NAVD 88
 DH2345.geopotential number by the normal gravity value computed on the
 DH2345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2345.degrees latitude (g = 980.6199 gals.).
 DH2345
 DH2345.The modeled gravity was interpolated from observed gravity values.
 DH2345
 DH2345;                    North         East    Units  Estimated Accuracy
 DH2345;SPC AL W     -   364,650.      659,640.      MT  (+/- 180 meters Scaled)
 DH2345
 DH2345                          SUPERSEDED SURVEY CONTROL
 DH2345
 DH2345.No superseded survey control is available for this station.
 DH2345
 DH2345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB130831(NAD 83)
 DH2345_MARKER: I = METAL ROD
 DH2345_SETTING: 15 = METAL ROD DRIVEN INTO GROUND. SEE TEXT FOR ADDITIONAL
 DH2345+WITH SETTING: INFORMATION.
 DH2345_SP_SET: SHALLOW SET METAL ROD
 DH2345_STAMPING: F 458 1981
 DH2345_MARK LOGO: NGS   
 DH2345_PROJECTION: FLUSH
 DH2345_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2345_ROD/PIPE-DEPTH: 3.0  meters
 DH2345
 DH2345  HISTORY     - Date     Condition        Report By
 DH2345  HISTORY     - 1981     MONUMENTED       NGS
 DH2345  HISTORY     - 19980713 GOOD             JCLS
 DH2345  HISTORY     - 20051214 MARK NOT FOUND   JCLS
 DH2345
 DH2345                          STATION DESCRIPTION
 DH2345
 DH2345'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DH2345'2.18 KM (1.35 MI) SW FROM HELENA.
 DH2345'1.3 KILOMETERS (0.80 MILE) SOUTH ALONG STATE HIGHWAY 261 FROM THE
 DH2345'POST OFFICE IN HELENA, THENCE 0.88 KILOMETER (0.55 MILE) NORTHWEST
 DH2345'ALONG COUNTY ROAD 52, TO A POWER LINE CROSSING AND THE MARK ON THE
 DH2345'LEFT, 19.51 METERS (64.0 FEET) SOUTHWEST OF THE CENTER LINE OF THE
 DH2345'ROAD, 0.79 METER (2.6 FEET) NORTHEAST OF A POWER POLE WITH A LARGE
 DH2345'TRANSFORMER.
 DH2345'NOTE-SEVERAL ATTEMPTS WERE MADE TO DRIVE THE ROD, ROD DRIVEN TO
 DH2345'REFUSAL AND EMBEDDED AT 3.0 METERS.
 DH2345'THE MARK IS 0.63 METERS  ESE FROM A WITNESS POST.
 DH2345'THE MARK IS 0.5 M BELOW ROAD.
 DH2345
 DH2345                          STATION RECOVERY (1998)
 DH2345
 DH2345'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 1998
 DH2345'RECOVERED IN GOOD CONDITION.
 DH2345
 DH2345                          STATION RECOVERY (2005)
 DH2345
 DH2345'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005 (MRY)
 DH2345'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2318 ***********************************************************************
 DH2318  DESIGNATION -  F 459
 DH2318  PID         -  DH2318
 DH2318  STATE/COUNTY-  AL/BIBB
 DH2318  USGS QUAD   -  ALDRICH (1979)
 DH2318
 DH2318                         *CURRENT SURVEY CONTROL
 DH2318  ___________________________________________________________________
 DH2318* NAD 83(1986)-  33 00 53.     (N)    086 54 50.     (W)     SCALED    
 DH2318* NAVD 88     -       152.143  (meters)     499.16   (feet)  ADJUSTED  
 DH2318  ___________________________________________________________________
 DH2318  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH2318  DYNAMIC HT  -         151.971 (meters)     498.59  (feet)  COMP
 DH2318  MODELED GRAV-     979,503.7   (mgal)                       NAVD 88
 DH2318
 DH2318  VERT ORDER  -  FIRST     CLASS II
 DH2318
 DH2318.The horizontal coordinates were scaled from a topographic map and have
 DH2318.an estimated accuracy of +/- 6 seconds.
 DH2318
 DH2318.The orthometric height was determined by differential leveling
 DH2318.and adjusted by the National Geodetic Survey in June 1991..
 DH2318
 DH2318.The geoid height was determined by GEOID03.
 DH2318
 DH2318.The dynamic height is computed by dividing the NAVD 88
 DH2318.geopotential number by the normal gravity value computed on the
 DH2318.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2318.degrees latitude (g = 980.6199 gals.).
 DH2318
 DH2318.The modeled gravity was interpolated from observed gravity values.
 DH2318
 DH2318;                    North         East    Units  Estimated Accuracy
 DH2318;SPC AL W     -   334,400.      654,760.      MT  (+/- 180 meters Scaled)
 DH2318
 DH2318                          SUPERSEDED SURVEY CONTROL
 DH2318
 DH2318.No superseded survey control is available for this station.
 DH2318
 DH2318_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB080529(NAD 83)
 DH2318_MARKER: DB = BENCH MARK DISK
 DH2318_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 DH2318_SP_SET: ABUTMENT
 DH2318_STAMPING: F 459 1981
 DH2318_MARK LOGO: NGS   
 DH2318_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH2318
 DH2318  HISTORY     - Date     Condition        Report By
 DH2318  HISTORY     - 1981     MONUMENTED       NGS
 DH2318
 DH2318                          STATION DESCRIPTION
 DH2318
 DH2318'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 DH2318'13.1 KM (8.15 MI) NORTH FROM RANDOLPH.
 DH2318'13.1 KILOMETERS (8.15 MILES) NORTH ALONG STATE HIGHWAY 139 FROM
 DH2318'THE JUNCTION OF COUNTY ROAD 36 IN RANDOLPH TO THE MARK ON THE LEFT AT
 DH2318'THE SOUTH ABUTMENT OF THE BRIDGE, 5.49 METERS (18.0 FEET)
 DH2318'WEST OF THE CENTER OF THE HIGHWAY, 1.0 METERS (3.3 FEET) NORTHWEST
 DH2318'OF THE NORTHWEST CORNER OF A SMALL CONCRETE PILER OF RETAINING WALL.
 DH2318'THE MARK IS 0.50 METERS  N FROM A WITNESS POST.
 DH2318'THE MARK IS 0.25 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0894 ***********************************************************************
 EF0894  DESIGNATION -  F 46
 EF0894  PID         -  EF0894
 EF0894  STATE/COUNTY-  AL/FRANKLIN
 EF0894  USGS QUAD   -  HODGES (1949)
 EF0894
 EF0894                         *CURRENT SURVEY CONTROL
 EF0894  ___________________________________________________________________
 EF0894* NAD 83(1986)-  34 21 36.     (N)    087 59 44.     (W)     SCALED    
 EF0894* NAVD 88     -       224.408  (meters)     736.25   (feet)  ADJUSTED  
 EF0894  ___________________________________________________________________
 EF0894  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EF0894  DYNAMIC HT  -         224.181 (meters)     735.50  (feet)  COMP
 EF0894  MODELED GRAV-     979,620.5   (mgal)                       NAVD 88
 EF0894
 EF0894  VERT ORDER  -  SECOND    CLASS 0
 EF0894
 EF0894.The horizontal coordinates were scaled from a topographic map and have
 EF0894.an estimated accuracy of +/- 6 seconds.
 EF0894
 EF0894.The orthometric height was determined by differential leveling
 EF0894.and adjusted by the National Geodetic Survey in June 1991..
 EF0894
 EF0894.The geoid height was determined by GEOID03.
 EF0894
 EF0894.The dynamic height is computed by dividing the NAVD 88
 EF0894.geopotential number by the normal gravity value computed on the
 EF0894.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0894.degrees latitude (g = 980.6199 gals.).
 EF0894
 EF0894.The modeled gravity was interpolated from observed gravity values.
 EF0894
 EF0894;                    North         East    Units  Estimated Accuracy
 EF0894;SPC AL W     -   483,560.      554,420.      MT  (+/- 180 meters Scaled)
 EF0894
 EF0894                          SUPERSEDED SURVEY CONTROL
 EF0894
 EF0894  NGVD 29 (??/??/92)  224.354  (m)          736.07   (f) ADJ UNCH    2 0
 EF0894
 EF0894.Superseded values are not recommended for survey control.
 EF0894.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0894.See file dsdata.txt to determine how the superseded data were derived.
 EF0894
 EF0894_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD084025(NAD 83)
 EF0894_MARKER: DB = BENCH MARK DISK
 EF0894_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0894_SP_SET: STEP
 EF0894_STAMPING: F 46 1934
 EF0894_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0894
 EF0894  HISTORY     - Date     Condition        Report By
 EF0894  HISTORY     - 1934     MONUMENTED       CGS
 EF0894  HISTORY     - 1950     GOOD             TVA
 EF0894
 EF0894                          STATION DESCRIPTION
 EF0894
 EF0894'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EF0894'0.2 MI E FROM ATWOOD.
 EF0894'0.2 MILE EAST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE SITE OF THE
 EF0894'STATION (NOW DESTROYED) AT ATWOOD, FRANKLIN COUNTY, AT CONCRETE
 EF0894'UNDERPASS NO. 054.3, AT THE EAST END OF THE SOUTH ABUTMENT, IN THE TOP
 EF0894'STEP, AND 10 FEET SOUTH OF THE SOUTH RAIL.  A STANDARD DISK, STAMPED F
 EF0894'46 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2898 ***********************************************************************
 CN2898  DESIGNATION -  F 460
 CN2898  PID         -  CN2898
 CN2898  STATE/COUNTY-  AL/DALLAS
 CN2898  USGS QUAD   -  JONES (1982)
 CN2898
 CN2898                         *CURRENT SURVEY CONTROL
 CN2898  ___________________________________________________________________
 CN2898* NAD 83(1986)-  32 37 20.     (N)    086 55 00.     (W)     SCALED    
 CN2898* NAVD 88     -        78.978  (meters)     259.11   (feet)  ADJUSTED  
 CN2898  ___________________________________________________________________
 CN2898  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 CN2898  DYNAMIC HT  -          78.887 (meters)     258.82  (feet)  COMP
 CN2898  MODELED GRAV-     979,481.9   (mgal)                       NAVD 88
 CN2898
 CN2898  VERT ORDER  -  FIRST     CLASS II
 CN2898
 CN2898.The horizontal coordinates were scaled from a topographic map and have
 CN2898.an estimated accuracy of +/- 6 seconds.
 CN2898
 CN2898.The orthometric height was determined by differential leveling
 CN2898.and adjusted by the National Geodetic Survey in June 1991..
 CN2898
 CN2898.The geoid height was determined by GEOID03.
 CN2898
 CN2898.The dynamic height is computed by dividing the NAVD 88
 CN2898.geopotential number by the normal gravity value computed on the
 CN2898.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2898.degrees latitude (g = 980.6199 gals.).
 CN2898
 CN2898.The modeled gravity was interpolated from observed gravity values.
 CN2898
 CN2898;                    North         East    Units  Estimated Accuracy
 CN2898;SPC AL W     -   290,870.      654,740.      MT  (+/- 180 meters Scaled)
 CN2898
 CN2898                          SUPERSEDED SURVEY CONTROL
 CN2898
 CN2898.No superseded survey control is available for this station.
 CN2898
 CN2898_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB078094(NAD 83)
 CN2898_MARKER: I = METAL ROD
 CN2898_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 CN2898_SP_SET: STAINLESS STEEL ROD
 CN2898_STAMPING: F 460 1981
 CN2898_MARK LOGO: NGS   
 CN2898_PROJECTION: FLUSH
 CN2898_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN2898_ROD/PIPE-DEPTH: 7.3  meters
 CN2898
 CN2898  HISTORY     - Date     Condition        Report By
 CN2898  HISTORY     - 1981     MONUMENTED       NGS
 CN2898
 CN2898                          STATION DESCRIPTION
 CN2898
 CN2898'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981
 CN2898'4.58 KM (2.85 MI) SSW FROM PLANTERSVILLE.
 CN2898'4.58 KILOMETERS (2.85 MILES) SOUTH-SOUTHWEST ALONG COUNTY ROAD
 CN2898'63 (OLD U.S. HIGHWAY 22) FROM THE PLANTERSVILLE BAPTIST CHURCH
 CN2898'IN PLANTERSVILLE TO THE MARK ON THE RIGHT, THE MARK IS AT THE
 CN2898'BASE OF A 15 FOOT HIGH BANK AND DIRECTLY NORTHWEST OF TELEPHONE
 CN2898'CABLE JUNCTION BOX NUMBER 238-31, 14.18 METERS (46.5 FEET) NORTHWEST
 CN2898'OF THE CENTER LINE OF THE ROAD, 1.82 METERS (6 FEET) NORTHWEST
 CN2898'OF THE TELEPHONE CABLE JUNCTION BOX.
 CN2898'THE MARK IS 0.3 METERS  SW FROM A WITNESS POST.
 CN2898'THE MARK IS ABOVE LEVEL WITH ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0875 ***********************************************************************
 EF0875  DESIGNATION -  F 47
 EF0875  PID         -  EF0875
 EF0875  STATE/COUNTY-  AL/WINSTON
 EF0875  USGS QUAD   -  HOUSTON (1981)
 EF0875
 EF0875                         *CURRENT SURVEY CONTROL
 EF0875  ___________________________________________________________________
 EF0875* NAD 83(1986)-  34 08 33.     (N)    087 22 27.     (W)     SCALED    
 EF0875* NAVD 88     -       244.681  (meters)     802.76   (feet)  ADJUSTED  
 EF0875  ___________________________________________________________________
 EF0875  GEOID HEIGHT-         -26.75  (meters)                     GEOID03
 EF0875  DYNAMIC HT  -         244.438 (meters)     801.96  (feet)  COMP
 EF0875  MODELED GRAV-     979,636.8   (mgal)                       NAVD 88
 EF0875
 EF0875  VERT ORDER  -  SECOND    CLASS 0
 EF0875
 EF0875.The horizontal coordinates were scaled from a topographic map and have
 EF0875.an estimated accuracy of +/- 6 seconds.
 EF0875
 EF0875.The orthometric height was determined by differential leveling
 EF0875.and adjusted by the National Geodetic Survey in June 1991..
 EF0875
 EF0875.The geoid height was determined by GEOID03.
 EF0875
 EF0875.The dynamic height is computed by dividing the NAVD 88
 EF0875.geopotential number by the normal gravity value computed on the
 EF0875.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0875.degrees latitude (g = 980.6199 gals.).
 EF0875
 EF0875.The modeled gravity was interpolated from observed gravity values.
 EF0875
 EF0875;                    North         East    Units  Estimated Accuracy
 EF0875;SPC AL W     -   459,330.      611,610.      MT  (+/- 180 meters Scaled)
 EF0875
 EF0875                          SUPERSEDED SURVEY CONTROL
 EF0875
 EF0875  NGVD 29 (??/??/92)  244.647  (m)          802.65   (f) ADJ UNCH    2 0
 EF0875
 EF0875.Superseded values are not recommended for survey control.
 EF0875.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0875.See file dsdata.txt to determine how the superseded data were derived.
 EF0875
 EF0875_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC655780(NAD 83)
 EF0875_MARKER: DB = BENCH MARK DISK
 EF0875_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0875_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0875_STAMPING: F 47 1934
 EF0875_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0875+STABILITY: SURFACE MOTION
 EF0875
 EF0875  HISTORY     - Date     Condition        Report By
 EF0875  HISTORY     - 1934     MONUMENTED       CGS
 EF0875
 EF0875                          STATION DESCRIPTION
 EF0875
 EF0875'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0875'1.8 MI E FROM DOUBLE SPRINGS.
 EF0875'1.8 MILES EAST ALONG THE 1934 ROUTE OF STATE HIGHWAY 31 FROM DOUBLE
 EF0875'SPRINGS, WINSTON COUNTY, WEST OF A SMALL SQUARE FRAMEHOUSE, 10 YARDS
 EF0875'SOUTH OF THE CENTERLINE OF THE OLD HIGHWAY, AT THE WEST CORNER OF A
 EF0875'PASTURE, 3 YARDS SOUTH OF A FENCE CORNER, AND 1 YARD EAST OF HIGHWAY
 EF0875'MARKER 89+30.0=89+23.1.  A STANDARD DISK, STAMPED F 47 1934 AND SET IN
 EF0875'THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1224 ***********************************************************************
 EF1224  DESIGNATION -  F 471
 EF1224  PID         -  EF1224
 EF1224  STATE/COUNTY-  AL/MORGAN
 EF1224  USGS QUAD   -  DECATUR (1982)
 EF1224
 EF1224                         *CURRENT SURVEY CONTROL
 EF1224  ___________________________________________________________________
 EF1224* NAD 83(1986)-  34 34 40.     (N)    086 58 40.     (W)     SCALED    
 EF1224* NAVD 88     -       173.584  (meters)     569.50   (feet)  ADJUSTED  
 EF1224  ___________________________________________________________________
 EF1224  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 EF1224  DYNAMIC HT  -         173.416 (meters)     568.95  (feet)  COMP
 EF1224  MODELED GRAV-     979,660.2   (mgal)                       NAVD 88
 EF1224
 EF1224  VERT ORDER  -  FIRST     CLASS II
 EF1224
 EF1224.The horizontal coordinates were scaled from a topographic map and have
 EF1224.an estimated accuracy of +/- 6 seconds.
 EF1224
 EF1224.The orthometric height was determined by differential leveling
 EF1224.and adjusted by the National Geodetic Survey in June 1991..
 EF1224
 EF1224.The geoid height was determined by GEOID03.
 EF1224
 EF1224.The dynamic height is computed by dividing the NAVD 88
 EF1224.geopotential number by the normal gravity value computed on the
 EF1224.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1224.degrees latitude (g = 980.6199 gals.).
 EF1224
 EF1224.The modeled gravity was interpolated from observed gravity values.
 EF1224
 EF1224;                    North         East    Units  Estimated Accuracy
 EF1224;SPC AL W     -   507,730.      647,910.      MT  (+/- 180 meters Scaled)
 EF1224
 EF1224                          SUPERSEDED SURVEY CONTROL
 EF1224
 EF1224.No superseded survey control is available for this station.
 EF1224
 EF1224_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED020262(NAD 83)
 EF1224_MARKER: I = METAL ROD
 EF1224_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1224_SP_SET: STAINLESS STEEL ROD
 EF1224_STAMPING: F 471 1982
 EF1224_MARK LOGO: NGS   
 EF1224_PROJECTION: FLUSH
 EF1224_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1224_ROD/PIPE-DEPTH: 3.6  meters
 EF1224
 EF1224  HISTORY     - Date     Condition        Report By
 EF1224  HISTORY     - 1982     MONUMENTED       NGS
 EF1224
 EF1224                          STATION DESCRIPTION
 EF1224
 EF1224'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1224'IN DECATUR.
 EF1224'IN DECATUR, 3.6 KM (2.25 MI) SOUTH ALONG 6TH AVENUE SE (U.S. HIGHWAY
 EF1224'31) FROM THE JUNCTION OF U.S. ALTERNATE 72 AND STATE HIGHWAY 20 AT THE
 EF1224'SOUTH END OF THE BRIDGE CROSSING THE TENNESSEE RIVER IN DECATUR,
 EF1224'THENCE ABOUT 0.1 KM (0.05 MI) WEST ALONG 14TH STREET SE TO THE
 EF1224'JUNCTION OF BASSETT AVENUE SE, 5.1 METERS (17.0 FT) SOUTH OF THE SOUTH
 EF1224'CURB OF 14TH STREET SE, 12.8 METERS (42.0 FT) WEST OF THE CENTER OF
 EF1224'BASSETT AVENUE SE, 6.0 METERS (22.0 FT) NORTHWEST OF A POWER POLE,
 EF1224'7.1 METERS (23.5 FT) NORTHWEST OF A LARGE TELEPHONE JUNCTION BOX,
 EF1224'17.0 METERS (56.0 FT) SOUTHEAST OF A STREET LIGHT POLE, 3.0 METERS
 EF1224'(10.0 FT) NORTHEAST OF A CHAIN LINK FENCE, AND 0.9 METER (3.0 FT) EAST
 EF1224'OF A POWERLINE POLE ANCHOR CABLE ANCHOR ROD.
 EF1224'THE MARK IS 0.3 METERS  N FROM A WITNESS POST.
 EF1224'THE MARK IS 0.3 M ABOVE STREET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1247 ***********************************************************************
 EF1247  DESIGNATION -  F 472
 EF1247  PID         -  EF1247
 EF1247  STATE/COUNTY-  AL/CULLMAN
 EF1247  USGS QUAD   -  CULLMAN (1983)
 EF1247
 EF1247                         *CURRENT SURVEY CONTROL
 EF1247  ___________________________________________________________________
 EF1247* NAD 83(1986)-  34 14 36.     (N)    086 52 00.     (W)     SCALED    
 EF1247* NAVD 88     -       302.796  (meters)     993.42   (feet)  ADJUSTED  
 EF1247  ___________________________________________________________________
 EF1247  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 EF1247  DYNAMIC HT  -         302.481 (meters)     992.39  (feet)  COMP
 EF1247  MODELED GRAV-     979,586.4   (mgal)                       NAVD 88
 EF1247
 EF1247  VERT ORDER  -  FIRST     CLASS II
 EF1247
 EF1247.The horizontal coordinates were scaled from a topographic map and have
 EF1247.an estimated accuracy of +/- 6 seconds.
 EF1247
 EF1247.The orthometric height was determined by differential leveling
 EF1247.and adjusted by the National Geodetic Survey in June 1991..
 EF1247
 EF1247.The geoid height was determined by GEOID03.
 EF1247
 EF1247.The dynamic height is computed by dividing the NAVD 88
 EF1247.geopotential number by the normal gravity value computed on the
 EF1247.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1247.degrees latitude (g = 980.6199 gals.).
 EF1247
 EF1247.The modeled gravity was interpolated from observed gravity values.
 EF1247
 EF1247;                    North         East    Units  Estimated Accuracy
 EF1247;SPC AL W     -   470,690.      658,340.      MT  (+/- 180 meters Scaled)
 EF1247
 EF1247                          SUPERSEDED SURVEY CONTROL
 EF1247
 EF1247.No superseded survey control is available for this station.
 EF1247
 EF1247_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC122891(NAD 83)
 EF1247_MARKER: I = METAL ROD
 EF1247_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1247_SP_SET: STAINLESS STEEL ROD
 EF1247_STAMPING: F 472 1982
 EF1247_MARK LOGO: NGS   
 EF1247_PROJECTION: FLUSH
 EF1247_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1247_ROD/PIPE-DEPTH: 4.2  meters
 EF1247
 EF1247  HISTORY     - Date     Condition        Report By
 EF1247  HISTORY     - 1982     MONUMENTED       NGS
 EF1247
 EF1247                          STATION DESCRIPTION
 EF1247
 EF1247'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1247'8.4 KM (5.2 MI) NORTH FROM CULLMAN.
 EF1247'8.4 METERS (5.2 MI) NORTH ALONG U.S. HIGHWAY 31 FROM THE CULLMAN
 EF1247'COUNTY COURTHOUSE, SET 0.2 KM (0.1 MI) NORTH OF HIGH SCHOOL ROAD,
 EF1247'20.7 METERS (68.0 FT) NORTHEAST OF THE CENTERLINE OF THE NORTHBOUND
 EF1247'LANE OF THE HIGHWAY (SLOPE MEASUREMENT), 9.8 METERS (32.0 FT)
 EF1247'NORTHWEST OF THE CENTER OF A PRIVATE DRIVE, 2.7 METERS (9.0 FT)
 EF1247'SOUTHEAST OF A TELEPHONE LINE POLE, AND 2.4 METERS (8.0 FT) SOUTHEAST
 EF1247'OF RIGHT OF WAY MARKER 112.
 EF1247'THE MARK IS 2.7 METERS  NE FROM A WITNESS POST.
 EF1247'THE MARK IS 2.4 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2394 ***********************************************************************
 DH2394  DESIGNATION -  F 473
 DH2394  PID         -  DH2394
 DH2394  STATE/COUNTY-  AL/BLOUNT
 DH2394  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH2394
 DH2394                         *CURRENT SURVEY CONTROL
 DH2394  ___________________________________________________________________
 DH2394* NAD 83(1986)-  33 53 29.     (N)    086 50 47.     (W)     SCALED    
 DH2394* NAVD 88     -       162.745  (meters)     533.94   (feet)  ADJUSTED  
 DH2394  ___________________________________________________________________
 DH2394  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 DH2394  DYNAMIC HT  -         162.575 (meters)     533.38  (feet)  COMP
 DH2394  MODELED GRAV-     979,585.8   (mgal)                       NAVD 88
 DH2394
 DH2394  VERT ORDER  -  FIRST     CLASS II
 DH2394
 DH2394.The horizontal coordinates were scaled from a topographic map and have
 DH2394.an estimated accuracy of +/- 6 seconds.
 DH2394
 DH2394.The orthometric height was determined by differential leveling
 DH2394.and adjusted by the National Geodetic Survey in June 1991..
 DH2394
 DH2394.The geoid height was determined by GEOID03.
 DH2394
 DH2394.The dynamic height is computed by dividing the NAVD 88
 DH2394.geopotential number by the normal gravity value computed on the
 DH2394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2394.degrees latitude (g = 980.6199 gals.).
 DH2394
 DH2394.The modeled gravity was interpolated from observed gravity values.
 DH2394
 DH2394;                    North         East    Units  Estimated Accuracy
 DH2394;SPC AL W     -   431,660.      660,460.      MT  (+/- 180 meters Scaled)
 DH2394
 DH2394                          SUPERSEDED SURVEY CONTROL
 DH2394
 DH2394.No superseded survey control is available for this station.
 DH2394
 DH2394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC142501(NAD 83)
 DH2394_MARKER: DB = BENCH MARK DISK
 DH2394_SETTING: 66 = SET IN ROCK OUTCROP
 DH2394_SP_SET: ROCK OUTCROP
 DH2394_STAMPING: F 473 1982
 DH2394_MARK LOGO: NGS   
 DH2394_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2394+STABILITY: POSITION/ELEVATION WELL
 DH2394
 DH2394  HISTORY     - Date     Condition        Report By
 DH2394  HISTORY     - 1982     MONUMENTED       NGS
 DH2394
 DH2394                          STATION DESCRIPTION
 DH2394
 DH2394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2394'6.1 KM (3.8 MI) SW FROM BLOUNT SPRINGS.
 DH2394'6.1 KM (3.8 MI) SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE BLOUNT
 DH2394'SPRINGS BAPTIST CHURCH IN BLOUNT SPRINGS, SET IN A BEDROCK FORMATION
 DH2394'AT THE NORTH END OF A ROCK CUTBANK, ALSO 0.6 KM (0.35 MI) NORTH ALONG
 DH2394'U.S. HIGHWAY 31 FROM THE INTERSECTION OF INTERSTATE HIGHWAY 65,
 DH2394'8.7 METERS (28.4 FT) EAST-SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY,
 DH2394'AND 122.0 METERS (400.0 FT) NORTH-NORTHEAST OF THE CENTER OF A PAVED
 DH2394'ROAD RUNNING EAST.
 DH2394'THE MARK IS 0.6 METERS  SW FROM A WITNESS POST.
 DH2394'THE MARK IS 0.3 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1271 ***********************************************************************
 EF1271  DESIGNATION -  F 474
 EF1271  PID         -  EF1271
 EF1271  STATE/COUNTY-  AL/LIMESTONE
 EF1271  USGS QUAD   -  TANNER (1982)
 EF1271
 EF1271                         *CURRENT SURVEY CONTROL
 EF1271  ___________________________________________________________________
 EF1271* NAD 83(1986)-  34 37 39.     (N)    086 54 05.     (W)     SCALED    
 EF1271* NAVD 88     -       182.065  (meters)     597.32   (feet)  ADJUSTED  
 EF1271  ___________________________________________________________________
 EF1271  GEOID HEIGHT-         -27.69  (meters)                     GEOID03
 EF1271  DYNAMIC HT  -         181.889 (meters)     596.75  (feet)  COMP
 EF1271  MODELED GRAV-     979,664.4   (mgal)                       NAVD 88
 EF1271
 EF1271  VERT ORDER  -  FIRST     CLASS II
 EF1271
 EF1271.The horizontal coordinates were scaled from a topographic map and have
 EF1271.an estimated accuracy of +/- 6 seconds.
 EF1271
 EF1271.The orthometric height was determined by differential leveling
 EF1271.and adjusted by the National Geodetic Survey in June 1991..
 EF1271
 EF1271.The geoid height was determined by GEOID03.
 EF1271
 EF1271.The dynamic height is computed by dividing the NAVD 88
 EF1271.geopotential number by the normal gravity value computed on the
 EF1271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1271.degrees latitude (g = 980.6199 gals.).
 EF1271
 EF1271.The modeled gravity was interpolated from observed gravity values.
 EF1271
 EF1271;                    North         East    Units  Estimated Accuracy
 EF1271;SPC AL W     -   513,280.      654,890.      MT  (+/- 180 meters Scaled)
 EF1271
 EF1271                          SUPERSEDED SURVEY CONTROL
 EF1271
 EF1271.No superseded survey control is available for this station.
 EF1271
 EF1271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED090317(NAD 83)
 EF1271_MARKER: DB = BENCH MARK DISK
 EF1271_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 EF1271_SP_SET: CONCRETE PIER
 EF1271_STAMPING: F 474 1982
 EF1271_MARK LOGO: NGS   
 EF1271_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1271_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF1271+SATELLITE: SATELLITE OBSERVATIONS - March 29, 2004
 EF1271
 EF1271  HISTORY     - Date     Condition        Report By
 EF1271  HISTORY     - 1982     MONUMENTED       NGS
 EF1271  HISTORY     - 20040329 GOOD             ALHD
 EF1271
 EF1271                          STATION DESCRIPTION
 EF1271
 EF1271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1271'2.0 KM (1.25 MI) WEST FROM MOORESVILLE.
 EF1271'2.0 KM (1.25 MI) WEST ALONG STATE HIGHWAY 20 FROM THE JUNCTION OF
 EF1271'COUNTY ROAD 71 NORTH IN MOORESVILLE, SET VERTICALLY IN A BRIDGE PIER
 EF1271'SUPPORTING INTERSTATE HIGHWAY 65, 11.89 METERS (39.0 FT) SOUTH OF THE
 EF1271'CENTERLINE OF THE TWO EASTBOUND LANES OF THE HIGHWAY, AND 1.22 METERS
 EF1271'(4.0 FT) ABOVE THE GROUND.
 EF1271'THE MARK IS 1.0 M ABOVE HIGHWAY.
 EF1271
 EF1271                          STATION RECOVERY (2004)
 EF1271
 EF1271'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EF1271'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2411 ***********************************************************************
 DH2411  DESIGNATION -  F 474 X
 DH2411  PID         -  DH2411
 DH2411  STATE/COUNTY-  AL/JEFFERSON
 DH2411  USGS QUAD   -  GARDENDALE (1979)
 DH2411
 DH2411                         *CURRENT SURVEY CONTROL
 DH2411  ___________________________________________________________________
 DH2411* NAD 83(1986)-  33 42 51.     (N)    086 49 21.     (W)     SCALED    
 DH2411* NAVD 88     -       178.077  (meters)     584.24   (feet)  ADJUSTED  
 DH2411  ___________________________________________________________________
 DH2411  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH2411  DYNAMIC HT  -         177.885 (meters)     583.61  (feet)  COMP
 DH2411  MODELED GRAV-     979,553.6   (mgal)                       NAVD 88
 DH2411
 DH2411  VERT ORDER  -  FIRST     CLASS II
 DH2411
 DH2411.The horizontal coordinates were scaled from a topographic map and have
 DH2411.an estimated accuracy of +/- 6 seconds.
 DH2411
 DH2411.The orthometric height was determined by differential leveling
 DH2411.and adjusted by the National Geodetic Survey in June 1991..
 DH2411
 DH2411.The geoid height was determined by GEOID03.
 DH2411
 DH2411.The dynamic height is computed by dividing the NAVD 88
 DH2411.geopotential number by the normal gravity value computed on the
 DH2411.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2411.degrees latitude (g = 980.6199 gals.).
 DH2411
 DH2411.The modeled gravity was interpolated from observed gravity values.
 DH2411
 DH2411;                    North         East    Units  Estimated Accuracy
 DH2411;SPC AL W     -   412,020.      662,800.      MT  (+/- 180 meters Scaled)
 DH2411
 DH2411                          SUPERSEDED SURVEY CONTROL
 DH2411
 DH2411.No superseded survey control is available for this station.
 DH2411
 DH2411_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC164304(NAD 83)
 DH2411_MARKER: DB = BENCH MARK DISK
 DH2411_SETTING: 66 = SET IN ROCK OUTCROP
 DH2411_SP_SET: ROCK OUTCROP
 DH2411_STAMPING: F 474 X 1982
 DH2411_MARK LOGO: NGS   
 DH2411_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH2411+STABILITY: POSITION/ELEVATION WELL
 DH2411_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2411+SATELLITE: SATELLITE OBSERVATIONS - July 08, 2004
 DH2411
 DH2411  HISTORY     - Date     Condition        Report By
 DH2411  HISTORY     - 1982     MONUMENTED       NGS
 DH2411  HISTORY     - 20040708 GOOD             GEOCAC
 DH2411
 DH2411                          STATION DESCRIPTION
 DH2411
 DH2411'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 DH2411'6.6 KM (4.1 MI) SOUTH FROM KIMBERLY.
 DH2411'6.6 KM (4.1 MI) SOUTHERLY ALONG U.S. HIGHWAY 31 FROM THE CHURCH OF GOD
 DH2411'CHURCH IN KIMBERLY, SET IN A MASSIVE ROCK OUTCROP, ALSO, 7.6 KM
 DH2411'(4.7 MI) NORTHERLY ALONG U.S. HIGHWAY 31 FROM THE UNITED METHODIST
 DH2411'CHURCH IN GARDENDALE, 14.17 METERS (46.5 FT) EAST-NORTHEAST OF THE
 DH2411'CENTERLINE OF U.S. HIGHWAY 31 NORTHBOUND, 23.62 METERS (77.5 FT) NORTH
 DH2411'OF AN UNDERGROUND TELEPHONE CABLE MARKER, AND 2.50 METERS (8.2 FT)
 DH2411'SOUTHEAST OF A 6-INCH PINE TREE.  NOTE, THE DATUM POINT IS STAMPED F
 DH2411'474.
 DH2411'THE MARK IS 0.4 METERS  S FROM A WITNESS POST.
 DH2411'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
 DH2411
 DH2411                          STATION RECOVERY (2004)
 DH2411
 DH2411'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 DH2411'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1294 ***********************************************************************
 EF1294  DESIGNATION -  F 475
 EF1294  PID         -  EF1294
 EF1294  STATE/COUNTY-  AL/MADISON
 EF1294  USGS QUAD   -  MERIDIANVILLE (1982)
 EF1294
 EF1294                         *CURRENT SURVEY CONTROL
 EF1294  ___________________________________________________________________
 EF1294* NAD 83(1986)-  34 46 19.     (N)    086 30 17.     (W)     SCALED    
 EF1294* NAVD 88     -       209.059  (meters)     685.89   (feet)  ADJUSTED  
 EF1294  ___________________________________________________________________
 EF1294  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 EF1294  DYNAMIC HT  -         208.848 (meters)     685.20  (feet)  COMP
 EF1294  MODELED GRAV-     979,619.8   (mgal)                       NAVD 88
 EF1294
 EF1294  VERT ORDER  -  FIRST     CLASS II
 EF1294
 EF1294.The horizontal coordinates were scaled from a topographic map and have
 EF1294.an estimated accuracy of +/- 6 seconds.
 EF1294
 EF1294.The orthometric height was determined by differential leveling
 EF1294.and adjusted by the National Geodetic Survey in June 1991..
 EF1294
 EF1294.The geoid height was determined by GEOID03.
 EF1294
 EF1294.The dynamic height is computed by dividing the NAVD 88
 EF1294.geopotential number by the normal gravity value computed on the
 EF1294.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1294.degrees latitude (g = 980.6199 gals.).
 EF1294
 EF1294.The modeled gravity was interpolated from observed gravity values.
 EF1294
 EF1294;                    North         East    Units  Estimated Accuracy
 EF1294;SPC AL E     -   473,940.      138,540.      MT  (+/- 180 meters Scaled)
 EF1294
 EF1294                          SUPERSEDED SURVEY CONTROL
 EF1294
 EF1294.No superseded survey control is available for this station.
 EF1294
 EF1294_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED453478(NAD 83)
 EF1294_MARKER: I = METAL ROD
 EF1294_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1294_SP_SET: STAINLESS STEEL ROD
 EF1294_STAMPING: F 475 1982
 EF1294_MARK LOGO: NGS   
 EF1294_PROJECTION: FLUSH
 EF1294_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1294_ROD/PIPE-DEPTH: 6.09 meters
 EF1294
 EF1294  HISTORY     - Date     Condition        Report By
 EF1294  HISTORY     - 1982     MONUMENTED       NGS
 EF1294
 EF1294                          STATION DESCRIPTION
 EF1294
 EF1294'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982
 EF1294'6.0 KM (3.75 MI) EAST FROM HUNTSVILLE.
 EF1294'6.0 KM (3.75 MI) EAST ALONG U.S. HIGHWAY 72 FROM THE JUNCTION OF
 EF1294'ANDREW JACKSON WAY IN HUNTSVILLE, SET NEAR A POWERLINE POLE AT THE
 EF1294'CEDAR GAP BAPTIST CHURCH, 19.81 METERS (65.0 FT) NORTH OF THE
 EF1294'CENTERLINE OF THE TWO WESTBOUND LANES OF THE HIGHWAY, 49.68 METERS
 EF1294'(163.0 FT) SOUTHEAST OF THE SOUTHEAST CORNER OF THE BAPTIST CHURCH,
 EF1294'24.23 METERS (79.5 FT) SOUTH-SOUTHWEST OF THE SOUTHWEST CORNER OF THE
 EF1294'CEDAR GAP APARTMENTS (BRICK BUILDING), AND 0.79 METERS (2.6 FT) SOUTH
 EF1294'OF A POWERLINE POLE AND TELEPHONE JUNCTION BOX.
 EF1294'THE MARK IS 0.3 METERS  S FROM A WITNESS POST.
 EF1294'THE MARK IS 1.2 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1319 ***********************************************************************
 EF1319  DESIGNATION -  F 476
 EF1319  PID         -  EF1319
 EF1319  STATE/COUNTY-  AL/JACKSON
 EF1319  USGS QUAD   -  LIM ROCK (1973)
 EF1319
 EF1319                         *CURRENT SURVEY CONTROL
 EF1319  ___________________________________________________________________
 EF1319* NAD 83(1986)-  34 40 08.     (N)    086 09 39.     (W)     SCALED    
 EF1319* NAVD 88     -       187.114  (meters)     613.89   (feet)  ADJUSTED  
 EF1319  ___________________________________________________________________
 EF1319  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EF1319  DYNAMIC HT  -         186.925 (meters)     613.27  (feet)  COMP
 EF1319  MODELED GRAV-     979,623.8   (mgal)                       NAVD 88
 EF1319
 EF1319  VERT ORDER  -  FIRST     CLASS II
 EF1319
 EF1319.The horizontal coordinates were scaled from a topographic map and have
 EF1319.an estimated accuracy of +/- 6 seconds.
 EF1319
 EF1319.The orthometric height was determined by differential leveling
 EF1319.and adjusted by the National Geodetic Survey in June 1991..
 EF1319
 EF1319.The geoid height was determined by GEOID03.
 EF1319
 EF1319.The dynamic height is computed by dividing the NAVD 88
 EF1319.geopotential number by the normal gravity value computed on the
 EF1319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1319.degrees latitude (g = 980.6199 gals.).
 EF1319
 EF1319.The modeled gravity was interpolated from observed gravity values.
 EF1319
 EF1319;                    North         East    Units  Estimated Accuracy
 EF1319;SPC AL E     -   462,350.      169,980.      MT  (+/- 180 meters Scaled)
 EF1319
 EF1319                          SUPERSEDED SURVEY CONTROL
 EF1319
 EF1319.No superseded survey control is available for this station.
 EF1319
 EF1319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED768366(NAD 83)
 EF1319_MARKER: DB = BENCH MARK DISK
 EF1319_SETTING: 66 = SET IN ROCK OUTCROP
 EF1319_SP_SET: ROCK OUTCROP
 EF1319_STAMPING: F 476 1983
 EF1319_MARK LOGO: NGS   
 EF1319_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1319
 EF1319  HISTORY     - Date     Condition        Report By
 EF1319  HISTORY     - 1983     MONUMENTED       NGS
 EF1319
 EF1319                          STATION DESCRIPTION
 EF1319
 EF1319'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1319'12.5 KM (7.75 MI) EAST FROM WOODVILLE.
 EF1319'12.5 KM (7.75 MI) EASTERLY ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 EF1319'IN WOODVILLE, SET IN A ROCK OUTCROP, ALSO, 12.4 KM (7.7 MI) WESTERLY
 EF1319'ALONG STATE HIGHWAY 35 FROM THE POST OFFICE IN SCOTTSBORO,
 EF1319'10.36 METERS (34.0 FT) NORTH OF THE CENTERLINE OF STATE HIGHWAY 35,
 EF1319'69.19 METERS (227.0 FT) WEST OF A PAVED PRIVATE DRIVE LEADING NORTH,
 EF1319'19.51 METERS (64.0 FT) EAST OF A POWERLINE POLE, AND 12.19 METERS
 EF1319'(40.0 FT) SOUTH OF THE SOUTHERNMOST ONE OF FOUR RAILS OF THE RAILROAD
 EF1319'TRACKS.
 EF1319'THE MARK IS 0.5 METERS  NE FROM A WITNESS POST.
 EF1319'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1336 ***********************************************************************
 EF1336  DESIGNATION -  F 477
 EF1336  PID         -  EF1336
 EF1336  STATE/COUNTY-  AL/MORGAN
 EF1336  USGS QUAD   -  JONES CROSSROADS (1976)
 EF1336
 EF1336                         *CURRENT SURVEY CONTROL
 EF1336  ___________________________________________________________________
 EF1336* NAD 83(1986)-  34 37 34.     (N)    087 05 17.     (W)     SCALED    
 EF1336* NAVD 88     -       187.366  (meters)     614.72   (feet)  ADJUSTED  
 EF1336  ___________________________________________________________________
 EF1336  GEOID HEIGHT-         -27.17  (meters)                     GEOID03
 EF1336  DYNAMIC HT  -         187.185 (meters)     614.12  (feet)  COMP
 EF1336  MODELED GRAV-     979,665.8   (mgal)                       NAVD 88
 EF1336
 EF1336  VERT ORDER  -  FIRST     CLASS II
 EF1336
 EF1336.The horizontal coordinates were scaled from a topographic map and have
 EF1336.an estimated accuracy of +/- 6 seconds.
 EF1336
 EF1336.The orthometric height was determined by differential leveling
 EF1336.and adjusted by the National Geodetic Survey in June 1991..
 EF1336
 EF1336.The geoid height was determined by GEOID03.
 EF1336
 EF1336.The dynamic height is computed by dividing the NAVD 88
 EF1336.geopotential number by the normal gravity value computed on the
 EF1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1336.degrees latitude (g = 980.6199 gals.).
 EF1336
 EF1336.The modeled gravity was interpolated from observed gravity values.
 EF1336
 EF1336;                    North         East    Units  Estimated Accuracy
 EF1336;SPC AL W     -   513,040.      637,770.      MT  (+/- 180 meters Scaled)
 EF1336
 EF1336                          SUPERSEDED SURVEY CONTROL
 EF1336
 EF1336.No superseded survey control is available for this station.
 EF1336
 EF1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD919315(NAD 83)
 EF1336_MARKER: I = METAL ROD
 EF1336_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1336_SP_SET: STAINLESS STEEL ROD
 EF1336_STAMPING: F 477 1983
 EF1336_MARK LOGO: NGS   
 EF1336_PROJECTION: FLUSH
 EF1336_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1336_ROD/PIPE-DEPTH: 6.1  meters
 EF1336
 EF1336  HISTORY     - Date     Condition        Report By
 EF1336  HISTORY     - 1983     MONUMENTED       NGS
 EF1336
 EF1336                          STATION DESCRIPTION
 EF1336
 EF1336'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1336'11.6 KM (7.2 MI) WEST FROM DECATUR.
 EF1336'0.65 KM (0.4 MI) NORTH ALONG WELL STREET NORTHEAST FROM THE POST
 EF1336'OFFICE IN DECATUR, THENCE 10.9 KM (6.75 MI) WEST ALONG U.S. HIGHWAY 72
 EF1336'ALTERNATE 0.08 KM (0.05 MI) WEST OF COUNTY ROAD 1 LEADING SOUTH,
 EF1336'22.3 METERS (73.3 FT) SOUTH OF THE CENTERLINE OF THE EASTBOUND LANES
 EF1336'OF THE HIGHWAY, 0. 3 METERS (1.0 FT) NORTH OF A WIRE FENCE, 3.7 METERS
 EF1336'(12.5 FT) SOUTH OF A GUYED TELEPHONE POLE, 73.0 METERS (240.0 FT) EAST
 EF1336'OF A DRIVE LEADING SOUTH TO A FEED LOT, AND 15.6 METERS (51.3 FT)
 EF1336'SOUTH-SOUTHWEST OF THE WEST END OF A 0.61 METERS (2.0 FT) CONCRETE
 EF1336'CULVERT HEADWALL.
 EF1336'THE MARK IS 0.3 METERS  NE FROM A WITNESS POST.
 EF1336'THE MARK IS 0.3 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1365 ***********************************************************************
 EF1365  DESIGNATION -  F 478
 EF1365  PID         -  EF1365
 EF1365  STATE/COUNTY-  AL/COLBERT
 EF1365  USGS QUAD   -  TUSCUMBIA (1971)
 EF1365
 EF1365                         *CURRENT SURVEY CONTROL
 EF1365  ___________________________________________________________________
 EF1365* NAD 83(1986)-  34 42 50.     (N)    087 40 25.     (W)     SCALED    
 EF1365* NAVD 88     -       153.543  (meters)     503.75   (feet)  ADJUSTED  
 EF1365  ___________________________________________________________________
 EF1365  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 EF1365  DYNAMIC HT  -         153.395 (meters)     503.26  (feet)  COMP
 EF1365  MODELED GRAV-     979,670.2   (mgal)                       NAVD 88
 EF1365
 EF1365  VERT ORDER  -  FIRST     CLASS II
 EF1365
 EF1365.The horizontal coordinates were scaled from a topographic map and have
 EF1365.an estimated accuracy of +/- 6 seconds.
 EF1365
 EF1365.The orthometric height was determined by differential leveling
 EF1365.and adjusted by the National Geodetic Survey in June 1991..
 EF1365
 EF1365.The geoid height was determined by GEOID03.
 EF1365
 EF1365.The dynamic height is computed by dividing the NAVD 88
 EF1365.geopotential number by the normal gravity value computed on the
 EF1365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1365.degrees latitude (g = 980.6199 gals.).
 EF1365
 EF1365.The modeled gravity was interpolated from observed gravity values.
 EF1365
 EF1365;                    North         East    Units  Estimated Accuracy
 EF1365;SPC AL W     -   522,720.      584,100.      MT  (+/- 180 meters Scaled)
 EF1365
 EF1365                          SUPERSEDED SURVEY CONTROL
 EF1365
 EF1365.No superseded survey control is available for this station.
 EF1365
 EF1365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD383415(NAD 83)
 EF1365_MARKER: I = METAL ROD
 EF1365_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EF1365_SP_SET: STAINLESS STEEL ROD
 EF1365_STAMPING: F 478 1983
 EF1365_MARK LOGO: NGS   
 EF1365_PROJECTION: FLUSH
 EF1365_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF1365_ROD/PIPE-DEPTH: 15.8 meters
 EF1365
 EF1365  HISTORY     - Date     Condition        Report By
 EF1365  HISTORY     - 1983     MONUMENTED       NGS
 EF1365
 EF1365                          STATION DESCRIPTION
 EF1365
 EF1365'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1365'3.8 KM (2.35 MI) EAST FROM TUSCUMBIA.
 EF1365'1.8 KM (1.1 MI) SOUTH ALONG U.S. HIGHWAY 43 AND 72 BUSINESS ROUTE FROM
 EF1365'THE POLICE DEPARTMENT BUILDING IN TUSCUMBIA, THENCE 2.0 KM (1.25 MI)
 EF1365'EAST ALONG U.S. HIGHWAY 72 ALTERNATE AND STATE HIGHWAY 20, ABOUT
 EF1365'0.2 KM (0.1 MI) EAST OF JOE WHEELER DRIVE, 20.27 METERS (66.5 FT)
 EF1365'NORTH-NORTHEAST OF THE CENTERLINE OF THE WESTBOUND LANE OF THE
 EF1365'HIGHWAY, 2.44 METERS (8.0 FT) SOUTH-SOUTHWEST OF A FENCE, 1.98 METERS
 EF1365'(6.5 FT) NORTH-NORTHWEST OF A TELEPHONE LINE MARKER, AND 1.22 METERS
 EF1365'(4.0 FT) NORTH-NORTHEAST OF A POWERLINE POLE WITH SINGLE GUY WIRE.
 EF1365'THE MARK IS 0.6 METERS  WNW FROM A WITNESS POST.
 EF1365'THE MARK IS 0.8 M ABOVE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1483 ***********************************************************************
 EE1483  DESIGNATION -  F 479
 EE1483  PID         -  EE1483
 EE1483  STATE/COUNTY-  AL/JACKSON
 EE1483  USGS QUAD   -  HOLLYWOOD (1980)
 EE1483
 EE1483                         *CURRENT SURVEY CONTROL
 EE1483  ___________________________________________________________________
 EE1483* NAD 83(1986)-  34 44 52.     (N)    085 54 42.     (W)     SCALED    
 EE1483* NAVD 88     -       207.900  (meters)     682.09   (feet)  ADJUSTED  
 EE1483  ___________________________________________________________________
 EE1483  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE1483  DYNAMIC HT  -         207.696 (meters)     681.42  (feet)  COMP
 EE1483  MODELED GRAV-     979,645.2   (mgal)                       NAVD 88
 EE1483
 EE1483  VERT ORDER  -  FIRST     CLASS II
 EE1483
 EE1483.The horizontal coordinates were scaled from a topographic map and have
 EE1483.an estimated accuracy of +/- 6 seconds.
 EE1483
 EE1483.The orthometric height was determined by differential leveling
 EE1483.and adjusted by the National Geodetic Survey in June 1991..
 EE1483
 EE1483.The geoid height was determined by GEOID03.
 EE1483
 EE1483.The dynamic height is computed by dividing the NAVD 88
 EE1483.geopotential number by the normal gravity value computed on the
 EE1483.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1483.degrees latitude (g = 980.6199 gals.).
 EE1483
 EE1483.The modeled gravity was interpolated from observed gravity values.
 EE1483
 EE1483;                    North         East    Units  Estimated Accuracy
 EE1483;SPC AL E     -   471,050.      192,830.      MT  (+/- 180 meters Scaled)
 EE1483
 EE1483                          SUPERSEDED SURVEY CONTROL
 EE1483
 EE1483.No superseded survey control is available for this station.
 EE1483
 EE1483_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED996456(NAD 83)
 EE1483_MARKER: I = METAL ROD
 EE1483_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 EE1483_SP_SET: STAINLESS STEEL ROD
 EE1483_STAMPING: F 479 1983
 EE1483_MARK LOGO: NGS   
 EE1483_PROJECTION: FLUSH
 EE1483_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1483_ROD/PIPE-DEPTH: 6.7  meters
 EE1483
 EE1483  HISTORY     - Date     Condition        Report By
 EE1483  HISTORY     - 1983     MONUMENTED       NGS
 EE1483
 EE1483                          STATION DESCRIPTION
 EE1483
 EE1483'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EE1483'5.6 KM (3.5 MI) NE FROM HOLLYWOOD.
 EE1483'5.6 KM (3.5 MI) NORTHEASTERLY ALONG U.S. HIGHWAY 72 FROM THE POST
 EE1483'OFFICE IN HOLLYWOOD, AT THE JUNCTION OF COUNTY ROAD 50, IN THE
 EE1483'SOUTHWEST ANGLE OF THE INTERSECTION, 11.58 METERS (38.0 FT)
 EE1483'SOUTH-SOUTHEAST OF THE CENTERLINE OF U.S. HIGHWAY 72, 39.08 METERS
 EE1483'(128.2 FT) NORTHEAST OF A POWERLINE POLE WITH TRANSFORMER,
 EE1483'14.78 METERS (48.5 FT) EAST-NORTHEAST OF THE SOUTHEAST EDGE OF THE
 EE1483'EAST WINGWALL OF A SMALL CULVERT, 13.26 METERS (43.5 FT)
 EE1483'WEST-SOUTHWEST OF THE CENTER OF COUNTY ROAD 50, 5.85 METERS (19.2 FT)
 EE1483'NORTH-NORTHEAST OF A TELEPHONE CABLE POLE, AND 1.19 METERS (3.9 FT)
 EE1483'WEST-SOUTHWEST OF A POWERLINE POLE.
 EE1483'THE MARK IS 2.3 METERS  WSW FROM A WITNESS POST.
 EE1483'THE MARK IS 0.9 M BELOW HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1339 ***********************************************************************
 EF1339  DESIGNATION -  F 480
 EF1339  PID         -  EF1339
 EF1339  STATE/COUNTY-  AL/LAWRENCE
 EF1339  USGS QUAD   -  HILLSBORO (1974)
 EF1339
 EF1339                         *CURRENT SURVEY CONTROL
 EF1339  ___________________________________________________________________
 EF1339* NAD 83(1986)-  34 38 31.     (N)    087 08 16.     (W)     SCALED    
 EF1339* NAVD 88     -       177.248  (meters)     581.52   (feet)  ADJUSTED  
 EF1339  ___________________________________________________________________
 EF1339  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 EF1339  DYNAMIC HT  -         177.077 (meters)     580.96  (feet)  COMP
 EF1339  MODELED GRAV-     979,669.2   (mgal)                       NAVD 88
 EF1339
 EF1339  VERT ORDER  -  FIRST     CLASS II
 EF1339
 EF1339.The horizontal coordinates were scaled from a topographic map and have
 EF1339.an estimated accuracy of +/- 6 seconds.
 EF1339
 EF1339.The orthometric height was determined by differential leveling
 EF1339.and adjusted by the National Geodetic Survey in June 1991..
 EF1339
 EF1339.The geoid height was determined by GEOID03.
 EF1339
 EF1339.The dynamic height is computed by dividing the NAVD 88
 EF1339.geopotential number by the normal gravity value computed on the
 EF1339.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1339.degrees latitude (g = 980.6199 gals.).
 EF1339
 EF1339.The modeled gravity was interpolated from observed gravity values.
 EF1339
 EF1339;                    North         East    Units  Estimated Accuracy
 EF1339;SPC AL W     -   514,780.      633,210.      MT  (+/- 180 meters Scaled)
 EF1339
 EF1339                          SUPERSEDED SURVEY CONTROL
 EF1339
 EF1339.No superseded survey control is available for this station.
 EF1339
 EF1339_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD873333(NAD 83)
 EF1339_MARKER: I = METAL ROD
 EF1339_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 EF1339_SP_SET: STAINLESS STEEL ROD IN SLEEVE
 EF1339_STAMPING: F 480 1983
 EF1339_MARK LOGO: NGS   
 EF1339_PROJECTION: RECESSED 5 CENTIMETERS
 EF1339_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1339+STABILITY: POSITION/ELEVATION WELL
 EF1339_ROD/PIPE-DEPTH: 13.7 meters
 EF1339_SLEEVE-DEPTH  : 6.0 meters
 EF1339
 EF1339  HISTORY     - Date     Condition        Report By
 EF1339  HISTORY     - 1983     MONUMENTED       NGS
 EF1339  HISTORY     - 20050106 MARK NOT FOUND   ALHD
 EF1339
 EF1339                          STATION DESCRIPTION
 EF1339
 EF1339'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1339'16.7 KM (10.4 MI) WEST FROM DECATUR.
 EF1339'0.65 KM (0.4 MI) NORTH ALONG WELL STREET NORTHEAST FROM THE POST
 EF1339'OFFICE IN DECATUR, THENCE 15.8 KM (9.85 MI) WEST ALONG U.S. HIGHWAY 72
 EF1339'ALTERNATE, THENCE 0.25 KM (0.15 MI) NORTHWEST ALONG A TWO LANE ASPHALT
 EF1339'ROAD TO THE EBENIEZER CME CHURCH AND SET IN THE LAWN AT THE NORTHWEST
 EF1339'CORNER OF THE BRICK CHURCH BUILDING, 18.44 METERS (60.5 FT)
 EF1339'NORTH-NORTHWEST OF THE SOUTHEAST CORNER OF THE BUILDING, 4.26 METERS
 EF1339'(14.0 FT) EAST OF A BOARD FENCE, 1.98 METERS (6.5 FT) WEST OF THE
 EF1339'NORTHWEST CORNER OF THE BUILDING, AND 4.72 METERS (15.5 FT) NORTHWEST
 EF1339'OF THE CENTER OF A DOOR ON THE WEST SIDE OF THE BUILDING.
 EF1339'THE MARK IS ABOVE LEVEL WITH DRIVEWAY.
 EF1339
 EF1339                          STATION RECOVERY (2005)
 EF1339
 EF1339'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF1339'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1389 ***********************************************************************
 EF1389  DESIGNATION -  F 481
 EF1389  PID         -  EF1389
 EF1389  STATE/COUNTY-  AL/LAUDERDALE
 EF1389  USGS QUAD   -  FLORENCE (1971)
 EF1389
 EF1389                         *CURRENT SURVEY CONTROL
 EF1389  ___________________________________________________________________
 EF1389* NAD 83(1986)-  34 48 07.     (N)    087 40 30.     (W)     SCALED    
 EF1389* NAVD 88     -       177.512  (meters)     582.39   (feet)  ADJUSTED  
 EF1389  ___________________________________________________________________
 EF1389  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EF1389  DYNAMIC HT  -         177.342 (meters)     581.83  (feet)  COMP
 EF1389  MODELED GRAV-     979,673.8   (mgal)                       NAVD 88
 EF1389
 EF1389  VERT ORDER  -  FIRST     CLASS II
 EF1389
 EF1389.The horizontal coordinates were scaled from a topographic map and have
 EF1389.an estimated accuracy of +/- 6 seconds.
 EF1389
 EF1389.The orthometric height was determined by differential leveling
 EF1389.and adjusted by the National Geodetic Survey in June 1991..
 EF1389
 EF1389.The geoid height was determined by GEOID03.
 EF1389
 EF1389.The dynamic height is computed by dividing the NAVD 88
 EF1389.geopotential number by the normal gravity value computed on the
 EF1389.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1389.degrees latitude (g = 980.6199 gals.).
 EF1389
 EF1389.The modeled gravity was interpolated from observed gravity values.
 EF1389
 EF1389;                    North         East    Units  Estimated Accuracy
 EF1389;SPC AL W     -   532,490.      583,990.      MT  (+/- 180 meters Scaled)
 EF1389
 EF1389                          SUPERSEDED SURVEY CONTROL
 EF1389
 EF1389.No superseded survey control is available for this station.
 EF1389
 EF1389_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD382512(NAD 83)
 EF1389_MARKER: DB = BENCH MARK DISK
 EF1389_SETTING: 40 = SET IN A LARGE STRUCTURE WITH DEEP FOUNDATIONS
 EF1389_SP_SET: FOUNDATION
 EF1389_STAMPING: F 481 1983
 EF1389_MARK LOGO: NGS   
 EF1389_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF1389+STABILITY: POSITION/ELEVATION WELL
 EF1389
 EF1389  HISTORY     - Date     Condition        Report By
 EF1389  HISTORY     - 1983     MONUMENTED       NGS
 EF1389  HISTORY     - 20051112 GOOD             GEOCAC
 EF1389
 EF1389                          STATION DESCRIPTION
 EF1389
 EF1389'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1389'IN FLORENCE.
 EF1389'IN FLORENCE, A DISK SET IN THE FOUNDATION OF THE POST OFFICE,
 EF1389'29.17 METERS (95.7 FT) EAST OF THE CENTERLINE OF SEMINARY STREET,
 EF1389'8.66 METERS (28.4 FT) NORTH OF THE SOUTHWEST CORNER OF THE POST
 EF1389'OFFICE, 7.60 METERS (25.0 FT) SOUTH OF THE MAIN ENTRANCE TO THE POST
 EF1389'OFFICE, 0.91 METERS (3.0 FT) NORTH OF THE CENTER OF THE SOUTHERNMOST
 EF1389'PILLAR OF THE POST OFFICE, AND 0.30 METERS (1.0 FT) NORTH OF THE NORTH
 EF1389'EDGE OF THE 3.7 FOOT SQUARE BASE OF THE PILLAR.
 EF1389'THE MARK IS 0.76 M ABOVE GROUND.
 EF1389
 EF1389                          STATION RECOVERY (2005)
 EF1389
 EF1389'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 EF1389'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH1735 ***********************************************************************
 BH1735  DESIGNATION -  F 482
 BH1735  PID         -  BH1735
 BH1735  STATE/COUNTY-  AL/MOBILE
 BH1735  USGS QUAD   -  HERON BAY (1982)
 BH1735
 BH1735                         *CURRENT SURVEY CONTROL
 BH1735  ___________________________________________________________________
 BH1735* NAD 83(1986)-  30 22 16.     (N)    088 08 45.     (W)     SCALED    
 BH1735* NAVD 88     -         1.596  (meters)       5.24   (feet)  ADJUSTED  
 BH1735  ___________________________________________________________________
 BH1735  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BH1735  DYNAMIC HT  -           1.594 (meters)       5.23  (feet)  COMP
 BH1735  MODELED GRAV-     979,325.6   (mgal)                       NAVD 88
 BH1735
 BH1735  VERT ORDER  -  FIRST     CLASS II
 BH1735
 BH1735.The horizontal coordinates were scaled from a topographic map and have
 BH1735.an estimated accuracy of +/- 6 seconds.
 BH1735
 BH1735.The orthometric height was determined by differential leveling
 BH1735.and adjusted by the National Geodetic Survey in June 1991..
 BH1735
 BH1735.The geoid height was determined by GEOID03.
 BH1735
 BH1735.The dynamic height is computed by dividing the NAVD 88
 BH1735.geopotential number by the normal gravity value computed on the
 BH1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH1735.degrees latitude (g = 980.6199 gals.).
 BH1735
 BH1735.The modeled gravity was interpolated from observed gravity values.
 BH1735
 BH1735;                    North         East    Units  Estimated Accuracy
 BH1735;SPC AL W     -    41,310.      537,920.      MT  (+/- 180 meters Scaled)
 BH1735
 BH1735                          SUPERSEDED SURVEY CONTROL
 BH1735
 BH1735  NGVD 29 (06/24/99)    1.554  (m)            5.10   (f) ADJUSTED    1 2
 BH1735
 BH1735.Superseded values are not recommended for survey control.
 BH1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH1735.See file dsdata.txt to determine how the superseded data were derived.
 BH1735
 BH1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU898604(NAD 83)
 BH1735_MARKER: I = METAL ROD
 BH1735_SETTING: 49 = STAINLESS STEEL ROD W/O SLEEVE (10 FT.+)
 BH1735_SP_SET: STAINLESS STEEL ROD
 BH1735_STAMPING: F 482 1984
 BH1735_MARK LOGO: NGS   
 BH1735_PROJECTION: FLUSH
 BH1735_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH1735_ROD/PIPE-DEPTH: 18.3 meters
 BH1735
 BH1735  HISTORY     - Date     Condition        Report By
 BH1735  HISTORY     - 1984     MONUMENTED       NGS
 BH1735
 BH1735                          STATION DESCRIPTION
 BH1735
 BH1735'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984
 BH1735'3.1 KM (1.95 MI) WNW FROM ALABAMA PORT.
 BH1735'3.1 KM (1.95 MI) WEST-NORTHWEST ALONG STATE HIGHWAY 188 FROM THE
 BH1735'JUNCTION OF STATE HIGHWAY 163 IN ALABAMA PORT TO A SAND ROAD LEADING
 BH1735'NORTHEAST, 14.75 METERS (48.4 FT) NORTHEAST OF THE CENTERLINE OF THE
 BH1735'HIGHWAY, 6.10 METERS (20.0 FT) SOUTHEAST OF THE APPROXIMATE CENTER OF
 BH1735'THE ROAD, 0.98 METERS (3.2 FT) SOUTHEAST OF A POWERLINE POLE,
 BH1735'2.83 METERS (9.3 FT) NORTH-NORTHWEST OF A TELEPHONE JUNCTION BOX, AND
 BH1735'4.57 METERS (15.0 FT) NORTH OF THE SOUTHEAST END OF AN 18-INCH PIPE
 BH1735'CULVERT UNDER THE ROAD.
 BH1735'THE MARK IS 0.30 METERS  NW FROM A WITNESS POST.
 BH1735'THE MARK IS ABOVE LEVEL WITH HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4061 ***********************************************************************
 AB4061  DESIGNATION -  F 483
 AB4061  PID         -  AB4061
 AB4061  STATE/COUNTY-  AL/BALDWIN
 AB4061  USGS QUAD   -  PINE BEACH (1980)
 AB4061
 AB4061                         *CURRENT SURVEY CONTROL
 AB4061  ___________________________________________________________________
 AB4061* NAD 83(1986)-  30 14 17.     (N)    087 51 59.     (W)     SCALED    
 AB4061* NAVD 88     -         1.794  (meters)       5.89   (feet)  ADJUSTED  
 AB4061  ___________________________________________________________________
 AB4061  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 AB4061  DYNAMIC HT  -           1.792 (meters)       5.88  (feet)  COMP
 AB4061  MODELED GRAV-     979,324.3   (mgal)                       NAVD 88
 AB4061
 AB4061  VERT ORDER  -  FIRST     CLASS II
 AB4061
 AB4061.The horizontal coordinates were scaled from a topographic map and have
 AB4061.an estimated accuracy of +/- 6 seconds.
 AB4061
 AB4061.The orthometric height was determined by differential leveling
 AB4061.and adjusted by the National Geodetic Survey in July 2002..
 AB4061
 AB4061.The geoid height was determined by GEOID03.
 AB4061
 AB4061.The dynamic height is computed by dividing the NAVD 88
 AB4061.geopotential number by the normal gravity value computed on the
 AB4061.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4061.degrees latitude (g = 980.6199 gals.).
 AB4061
 AB4061.The modeled gravity was interpolated from observed gravity values.
 AB4061
 AB4061;                    North         East    Units  Estimated Accuracy
 AB4061;SPC AL W     -    26,450.      564,740.      MT  (+/- 180 meters Scaled)
 AB4061
 AB4061                          SUPERSEDED SURVEY CONTROL
 AB4061
 AB4061.No superseded survey control is available for this station.
 AB4061
 AB4061_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU166454(NAD 83)
 AB4061_MARKER: I = METAL ROD
 AB4061_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4061_STAMPING: F 483 1996
 AB4061_MARK LOGO: NGS   
 AB4061_PROJECTION: FLUSH
 AB4061_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4061_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4061_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4061+SATELLITE: SATELLITE OBSERVATIONS - July 10, 2005
 AB4061_ROD/PIPE-DEPTH: 10.3 meters
 AB4061_SLEEVE-DEPTH  : 0.9 meters
 AB4061
 AB4061  HISTORY     - Date     Condition        Report By
 AB4061  HISTORY     - 1996     MONUMENTED       NGS
 AB4061  HISTORY     - 20030403 GOOD             USPSQD
 AB4061  HISTORY     - 20040421 GOOD             USPSQD
 AB4061  HISTORY     - 20050710 GOOD             USPSQD
 AB4061
 AB4061                          STATION DESCRIPTION
 AB4061
 AB4061'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4061'18.2 KM (11.30 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB4061'OF STATE HIGHWAY 59 IN GULF SHORES, 28.5 M (93.5 FT) EAST OF THE
 AB4061'EXTENDED CENTER OF NORTH ROAD, 12.8 M (42.0 FT) EAST OF THE CENTER OF
 AB4061'A DRIVEWAY, 11.8 M (38.7 FT) SOUTH OF THE HIGHWAY CENTERLINE, 4.8 M
 AB4061'(15.7 FT) EAST OF UTILITY POLE NUMBER 721, 0.5 M (1.6 FT) NORTH OF A
 AB4061'WITNESS POST, AND 0.5 M (1.6 FT) BELOW THE LEVEL OF THE HIGHWAY.
 AB4061'NOTE--ACCESS TO THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE
 AB4061'SLEEVE DEPTH DOES NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
 AB4061
 AB4061                          STATION RECOVERY (2003)
 AB4061
 AB4061'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB4061'RECOVERED IN GOOD CONDITION.
 AB4061
 AB4061                          STATION RECOVERY (2004)
 AB4061
 AB4061'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB4061'RECOVERED IN GOOD CONDITION.
 AB4061
 AB4061                          STATION RECOVERY (2005)
 AB4061
 AB4061'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB4061'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AE4243 ***********************************************************************
 AE4243  DESIGNATION -  F 484
 AE4243  PID         -  AE4243
 AE4243  STATE/COUNTY-  AL/WALKER
 AE4243  USGS QUAD   -  MANCHESTER (1981)
 AE4243
 AE4243                         *CURRENT SURVEY CONTROL
 AE4243  ___________________________________________________________________
 AE4243* NAD 83(1986)-  33 53 39.     (N)    087 17 19.     (W)     SCALED    
 AE4243* NAVD 88     -       155.232  (meters)     509.29   (feet)  ADJUSTED  
 AE4243  ___________________________________________________________________
 AE4243  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 AE4243  DYNAMIC HT  -         155.074 (meters)     508.77  (feet)  COMP
 AE4243  MODELED GRAV-     979,612.1   (mgal)                       NAVD 88
 AE4243
 AE4243  VERT ORDER  -  SECOND    CLASS I
 AE4243
 AE4243.The horizontal coordinates were scaled from a topographic map and have
 AE4243.an estimated accuracy of +/- 6 seconds.
 AE4243
 AE4243.The orthometric height was determined by differential leveling
 AE4243.and adjusted by the National Geodetic Survey in September 1998..
 AE4243
 AE4243.The geoid height was determined by GEOID03.
 AE4243
 AE4243.The dynamic height is computed by dividing the NAVD 88
 AE4243.geopotential number by the normal gravity value computed on the
 AE4243.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AE4243.degrees latitude (g = 980.6199 gals.).
 AE4243
 AE4243.The modeled gravity was interpolated from observed gravity values.
 AE4243
 AE4243;                    North         East    Units  Estimated Accuracy
 AE4243;SPC AL W     -   431,800.      619,550.      MT  (+/- 180 meters Scaled)
 AE4243
 AE4243                          SUPERSEDED SURVEY CONTROL
 AE4243
 AE4243.No superseded survey control is available for this station.
 AE4243
 AE4243_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC733504(NAD 83)
 AE4243_MARKER: I = METAL ROD
 AE4243_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AE4243_STAMPING: F 484 1996
 AE4243_MARK LOGO: NGS   
 AE4243_PROJECTION: FLUSH
 AE4243_MAGNETIC: I = MARKER IS A STEEL ROD
 AE4243_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AE4243_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AE4243+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AE4243_ROD/PIPE-DEPTH: 3.1  meters
 AE4243_SLEEVE-DEPTH  : 0.9 meters
 AE4243
 AE4243  HISTORY     - Date     Condition        Report By
 AE4243  HISTORY     - 1996     MONUMENTED       NGS
 AE4243
 AE4243                          STATION DESCRIPTION
 AE4243
 AE4243'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AE4243'4.8 KM (3.00 MI) NORTHERLY ALONG STATE HIGHWAY 195 FROM THE JUNCTION
 AE4243'OF STATE HIGHWAY 5 IN JASPER, 11.7 M (38.4 FT) SOUTHWEST OF AND LEVEL
 AE4243'WITH THE HIGHWAY CENTERLINE, 8.5 M (27.9 FT) SOUTHEAST OF A UTILITY
 AE4243'POLE WITH A TRANSFORMER, 4.1 M (13.5 FT) SOUTHEAST OF THE CENTER OF A
 AE4243'PAVED ROAD, 1.3 M (4.3 FT) SOUTHEAST OF A CHAIN-LINK FENCE CORNER, AND
 AE4243'0.3 M (1.0 FT) NORTHEAST OF A WITNESS POST AND FENCE. NOTE--ACCESS TO
 AE4243'THE DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES
 AE4243'NOT MEET THE SPECIFICATIONS FOR A CLASS A MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0184 ***********************************************************************
 EF0184  DESIGNATION -  F 49
 EF0184  PID         -  EF0184
 EF0184  STATE/COUNTY-  AL/MARSHALL
 EF0184  USGS QUAD   -  BOAZ (1983)
 EF0184
 EF0184                         *CURRENT SURVEY CONTROL
 EF0184  ___________________________________________________________________
 EF0184* NAD 83(1986)-  34 14 26.     (N)    086 11 24.     (W)     SCALED    
 EF0184* NAVD 88     -       318.419  (meters)    1044.68   (feet)  ADJUSTED  
 EF0184  ___________________________________________________________________
 EF0184  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 EF0184  DYNAMIC HT  -         318.078 (meters)    1043.56  (feet)  COMP
 EF0184  MODELED GRAV-     979,555.3   (mgal)                       NAVD 88
 EF0184
 EF0184  VERT ORDER  -  SECOND    CLASS 0
 EF0184
 EF0184.The horizontal coordinates were scaled from a topographic map and have
 EF0184.an estimated accuracy of +/- 6 seconds.
 EF0184
 EF0184.The orthometric height was determined by differential leveling
 EF0184.and adjusted by the National Geodetic Survey in June 1991..
 EF0184
 EF0184.The geoid height was determined by GEOID03.
 EF0184
 EF0184.The dynamic height is computed by dividing the NAVD 88
 EF0184.geopotential number by the normal gravity value computed on the
 EF0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0184.degrees latitude (g = 980.6199 gals.).
 EF0184
 EF0184.The modeled gravity was interpolated from observed gravity values.
 EF0184
 EF0184;                    North         East    Units  Estimated Accuracy
 EF0184;SPC AL E     -   414,840.      167,140.      MT  (+/- 180 meters Scaled)
 EF0184
 EF0184                          SUPERSEDED SURVEY CONTROL
 EF0184
 EF0184  NGVD 29 (??/??/92)  318.375  (m)         1044.54   (f) ADJ UNCH    2 0
 EF0184
 EF0184.Superseded values are not recommended for survey control.
 EF0184.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0184.See file dsdata.txt to determine how the superseded data were derived.
 EF0184
 EF0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC745891(NAD 83)
 EF0184_MARKER: DB = BENCH MARK DISK
 EF0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0184_STAMPING: F 49 1934
 EF0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0184+STABILITY: SURFACE MOTION
 EF0184
 EF0184  HISTORY     - Date     Condition        Report By
 EF0184  HISTORY     - 1934     MONUMENTED       CGS
 EF0184  HISTORY     - 1935     GOOD             LNRR
 EF0184  HISTORY     - 20010626 MARK NOT FOUND   ALHD
 EF0184
 EF0184                          STATION DESCRIPTION
 EF0184
 EF0184'DESCRIBED BY LOUISVILLE AND NASHVILLE RAILROAD 1935
 EF0184'3.0 MI NW FROM BOAZ.
 EF0184'3.0 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 EF0184'BOAZ, MARSHALL COUNTY, AT POLE 98/5, AT A ROAD CROSSING, 20 YARDS
 EF0184'NORTHWEST OF THE CENTERLINE OF THE ROAD, 5 YARDS SOUTHWEST OF THE
 EF0184'CENTERLINE OF THE TRACK, AND 1 YARD SOUTHEAST OF A WHISTLE POST.  A
 EF0184'STANDARD DISK, STAMPED F 49 1934 AND SET IN THE TOP OF A CONCRETE
 EF0184'POST.
 EF0184
 EF0184                          STATION RECOVERY (2001)
 EF0184
 EF0184'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EF0184'PROBABLY DESTROYED - MILEAGE AND MEASUREMENTS PUT MARK IN A GRADED
 EF0184'AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1128 ***********************************************************************
 DH1128  DESIGNATION -  F 5
 DH1128  PID         -  DH1128
 DH1128  STATE/COUNTY-  AL/JEFFERSON
 DH1128  USGS QUAD   -  IRONDALE (1978)
 DH1128
 DH1128                         *CURRENT SURVEY CONTROL
 DH1128  ___________________________________________________________________
 DH1128* NAD 83(1986)-  33 34 52.     (N)    086 38 18.     (W)     SCALED    
 DH1128* NAVD 88     -       231.935  (meters)     760.94   (feet)  POSTED    
 DH1128  ___________________________________________________________________
 DH1128  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH1128  DYNAMIC HT  -         231.680 (meters)     760.10  (feet)  COMP
 DH1128  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 DH1128
 DH1128  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH1128
 DH1128.The horizontal coordinates were scaled from a topographic map and have
 DH1128.an estimated accuracy of +/- 6 seconds.
 DH1128
 DH1128.The orthometric height was determined by differential leveling
 DH1128.and adjusted by the National Geodetic Survey in 1992..
 DH1128.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH1128.rate of 0.0 thru 1.0 mm/km.
 DH1128
 DH1128.The geoid height was determined by GEOID03.
 DH1128
 DH1128.The dynamic height is computed by dividing the NAVD 88
 DH1128.geopotential number by the normal gravity value computed on the
 DH1128.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1128.degrees latitude (g = 980.6199 gals.).
 DH1128
 DH1128.The modeled gravity was interpolated from observed gravity values.
 DH1128
 DH1128;                    North         East    Units  Estimated Accuracy
 DH1128;SPC AL W     -   397,390.      679,990.      MT  (+/- 180 meters Scaled)
 DH1128
 DH1128                          SUPERSEDED SURVEY CONTROL
 DH1128
 DH1128.No superseded survey control is available for this station.
 DH1128
 DH1128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC335157(NAD 83)
 DH1128_MARKER: B = BOLT
 DH1128_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1128_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1128_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1128+STABILITY: SURFACE MOTION
 DH1128
 DH1128  HISTORY     - Date     Condition        Report By
 DH1128  HISTORY     - UNK      MONUMENTED       CGS
 DH1128  HISTORY     - 1947     MARK NOT FOUND   NGS
 DH1128
 DH1128                          STATION DESCRIPTION
 DH1128
 DH1128'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH1128'IN ALTON.
 DH1128'AT ALTON, JEFFERSON COUNTY, ABOUT 438 FEET EAST OF THE SEABOARD AIR
 DH1128'LINE RAILWAY STATION, 22.6 FEET SOUTH 55 DEG EAST OF THE SOUTHEAST
 DH1128'RAIL, 20 FEET SOUTH 30 DEG WEST OF A POLE, AND 40 FEET NORTH 60 DEG
 DH1128'WEST OF A 36-INCH SWEETGUM TREE.  A BRASS BOLT, SET IN THE TOP OF A
 DH1128'CONCRETE POST PROJECTING ABOUT 5 INCHES ABOVE GROUND. NOTE-- THE BOLT
 DH1128'HAS BEEN REMOVED FROM THE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1245 ***********************************************************************
 EE1245  DESIGNATION -  F 50
 EE1245  PID         -  EE1245
 EE1245  STATE/COUNTY-  AL/DE KALB
 EE1245  USGS QUAD   -  PORTERSVILLE (1975)
 EE1245
 EE1245                         *CURRENT SURVEY CONTROL
 EE1245  ___________________________________________________________________
 EE1245* NAD 83(1986)-  34 20 30.     (N)    085 48 04.     (W)     SCALED    
 EE1245* NAVD 88     -       238.903  (meters)     783.80   (feet)  ADJUSTED  
 EE1245  ___________________________________________________________________
 EE1245  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EE1245  DYNAMIC HT  -         238.656 (meters)     782.99  (feet)  COMP
 EE1245  MODELED GRAV-     979,597.0   (mgal)                       NAVD 88
 EE1245
 EE1245  VERT ORDER  -  SECOND    CLASS 0
 EE1245
 EE1245.The horizontal coordinates were scaled from a topographic map and have
 EE1245.an estimated accuracy of +/- 6 seconds.
 EE1245
 EE1245.The orthometric height was determined by differential leveling
 EE1245.and adjusted by the National Geodetic Survey in June 1991..
 EE1245
 EE1245.The geoid height was determined by GEOID03.
 EE1245
 EE1245.The dynamic height is computed by dividing the NAVD 88
 EE1245.geopotential number by the normal gravity value computed on the
 EE1245.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1245.degrees latitude (g = 980.6199 gals.).
 EE1245
 EE1245.The modeled gravity was interpolated from observed gravity values.
 EE1245
 EE1245;                    North         East    Units  Estimated Accuracy
 EE1245;SPC AL E     -   426,000.      202,970.      MT  (+/- 180 meters Scaled)
 EE1245
 EE1245                          SUPERSEDED SURVEY CONTROL
 EE1245
 EE1245  NGVD 29 (??/??/92)  238.894  (m)          783.77   (f) ADJ UNCH    2 0
 EE1245
 EE1245.Superseded values are not recommended for survey control.
 EE1245.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1245.See file dsdata.txt to determine how the superseded data were derived.
 EE1245
 EE1245_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD102006(NAD 83)
 EE1245_MARKER: DB = BENCH MARK DISK
 EE1245_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1245_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1245_STAMPING: F 50 1934
 EE1245_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1245+STABILITY: SURFACE MOTION
 EE1245
 EE1245  HISTORY     - Date     Condition        Report By
 EE1245  HISTORY     - 1934     MONUMENTED       CGS
 EE1245  HISTORY     - 1964     GOOD             NGS
 EE1245
 EE1245                          STATION DESCRIPTION
 EE1245
 EE1245'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EE1245'1.8 MI NE FROM PORTERVILLE.
 EE1245'ABOUT 1.8 MILES NORTHEASTERLY ALONG ALABAMA GREAT SOUTHERN RAILROAD
 EE1245'FROM THE CENTER OF THE VILLAGE OF PORTERVILLE, AT AN OLD ABANDONED
 EE1245'PRIVATE ROAD CROSSING, 0.3 MILE NE OF A TWIN INSTALLATION OF
 EE1245'8- X 12-FOOT CONCRETE BOX CULVERTS UNDER THE R.R., 0.2 MILE SW
 EE1245'OF NO. 59 R.R. MILEPOST, 48-1/2 FEET NW OF NW RAIL, ABOUT 6.0
 EE1245'FEET LOWER THAN TOP OF SAME, ABOUT 25 YARDS SW OF TELEPHONE POLE
 EE1245'THAT IS ON APPARENT CREST OF RIDGE, 16 FEET SW OF FENCE
 EE1245'T-INTERSECTION, 17 FEET NE OF CENTER LINE OF OLD GATE TO FARM
 EE1245'ROAD CROSSING, 0.8 FOOT SE OF TENNESSEE VALLEY AUTHORITY STEEL
 EE1245'WITNESS POST, AND PROJECTING 0.1 FOOT ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0810 ***********************************************************************
 EF0810  DESIGNATION -  F 52
 EF0810  PID         -  EF0810
 EF0810  STATE/COUNTY-  AL/LAWRENCE
 EF0810  USGS QUAD   -  COURTLAND (1974)
 EF0810
 EF0810                         *CURRENT SURVEY CONTROL
 EF0810  ___________________________________________________________________
 EF0810* NAD 83(1986)-  34 39 44.     (N)    087 17 14.     (W)     SCALED    
 EF0810* NAVD 88     -       177.966  (meters)     583.88   (feet)  ADJUSTED  
 EF0810  ___________________________________________________________________
 EF0810  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 EF0810  DYNAMIC HT  -         177.799 (meters)     583.33  (feet)  COMP
 EF0810  MODELED GRAV-     979,694.3   (mgal)                       NAVD 88
 EF0810
 EF0810  VERT ORDER  -  FIRST     CLASS II
 EF0810
 EF0810.The horizontal coordinates were scaled from a topographic map and have
 EF0810.an estimated accuracy of +/- 6 seconds.
 EF0810
 EF0810.The orthometric height was determined by differential leveling
 EF0810.and adjusted by the National Geodetic Survey in June 1991..
 EF0810
 EF0810.The geoid height was determined by GEOID03.
 EF0810
 EF0810.The dynamic height is computed by dividing the NAVD 88
 EF0810.geopotential number by the normal gravity value computed on the
 EF0810.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0810.degrees latitude (g = 980.6199 gals.).
 EF0810
 EF0810.The modeled gravity was interpolated from observed gravity values.
 EF0810
 EF0810;                    North         East    Units  Estimated Accuracy
 EF0810;SPC AL W     -   516,990.      619,500.      MT  (+/- 180 meters Scaled)
 EF0810
 EF0810                          SUPERSEDED SURVEY CONTROL
 EF0810
 EF0810  NGVD 29 (??/??/92)  177.940  (m)          583.79   (f) ADJ UNCH    1 2
 EF0810
 EF0810.Superseded values are not recommended for survey control.
 EF0810.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0810.See file dsdata.txt to determine how the superseded data were derived.
 EF0810
 EF0810_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD736356(NAD 83)
 EF0810_MARKER: DD = SURVEY DISK
 EF0810_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0810_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0810_STAMPING: F 52 1934
 EF0810_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0810+STABILITY: SURFACE MOTION
 EF0810
 EF0810  HISTORY     - Date     Condition        Report By
 EF0810  HISTORY     - 1934     MONUMENTED       TVA
 EF0810  HISTORY     - 1949     GOOD             NGS
 EF0810  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0810
 EF0810                          STATION DESCRIPTION
 EF0810
 EF0810'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EF0810'1.4 MI E FROM COURTLAND.
 EF0810'LAWRENCE COUNTY, ALA. ABOUT 1.4 MILES EASTERLY ALONG SOU. RR FROM STA.
 EF0810'AT COURTLAND, ALA, AT THE CROSSING OF STATE HIGHWAY 36 AND ABOUT 78
 EF0810'FEET WEST OF CENTER LINE OF HIGHWAY, 33 FEET SOUTH OF AND ABOUT 4 FEET
 EF0810'BELOW CENTER LINE OF RAILROAD, 2.0 FEET EAST OF A WOODEN REF. POST,
 EF0810'1.0 FOOT NORTH OF R/W FENCE.  A DISC SET IN TOP OF A CONCRETE POST
 EF0810'PROJECTING 0.2 FOOT AND STAMPED F 52 1934.  MARKER SET 2 FEET NORTH OF
 EF0810'MON.
 EF0810
 EF0810                          STATION RECOVERY (1982)
 EF0810
 EF0810'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0810'NOT RECOVERED, A SEARCH WAS MADE, POSSIBLY COVERED OVER WITH HEAVY
 EF0810'BRUSH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0740 ***********************************************************************
 EF0740  DESIGNATION -  F 53
 EF0740  PID         -  EF0740
 EF0740  STATE/COUNTY-  AL/LIMESTONE
 EF0740  USGS QUAD   -  ELKMONT (1974)
 EF0740
 EF0740                         *CURRENT SURVEY CONTROL
 EF0740  ___________________________________________________________________
 EF0740* NAD 83(1986)-  34 52 44.     (N)    086 58 10.     (W)     SCALED    
 EF0740* NAVD 88     -       233.577  (meters)     766.33   (feet)  ADJUSTED  
 EF0740  ___________________________________________________________________
 EF0740  GEOID HEIGHT-         -27.50  (meters)                     GEOID03
 EF0740  DYNAMIC HT  -         233.352 (meters)     765.59  (feet)  COMP
 EF0740  MODELED GRAV-     979,668.9   (mgal)                       NAVD 88
 EF0740
 EF0740  VERT ORDER  -  SECOND    CLASS 0
 EF0740
 EF0740.The horizontal coordinates were scaled from a topographic map and have
 EF0740.an estimated accuracy of +/- 6 seconds.
 EF0740
 EF0740.The orthometric height was determined by differential leveling
 EF0740.and adjusted by the National Geodetic Survey in June 1991..
 EF0740
 EF0740.The geoid height was determined by GEOID03.
 EF0740
 EF0740.The dynamic height is computed by dividing the NAVD 88
 EF0740.geopotential number by the normal gravity value computed on the
 EF0740.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0740.degrees latitude (g = 980.6199 gals.).
 EF0740
 EF0740.The modeled gravity was interpolated from observed gravity values.
 EF0740
 EF0740;                    North         East    Units  Estimated Accuracy
 EF0740;SPC AL W     -   541,140.      648,500.      MT  (+/- 180 meters Scaled)
 EF0740
 EF0740                          SUPERSEDED SURVEY CONTROL
 EF0740
 EF0740  NGVD 29 (??/??/92)  233.528  (m)          766.17   (f) ADJ UNCH    2 0
 EF0740
 EF0740.Superseded values are not recommended for survey control.
 EF0740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0740.See file dsdata.txt to determine how the superseded data were derived.
 EF0740
 EF0740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED027596(NAD 83)
 EF0740_MARKER: DB = BENCH MARK DISK
 EF0740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0740_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0740_STAMPING: F 53 1934
 EF0740_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0740+STABILITY: SURFACE MOTION
 EF0740
 EF0740  HISTORY     - Date     Condition        Report By
 EF0740  HISTORY     - 1934     MONUMENTED       CGS
 EF0740
 EF0740                          STATION DESCRIPTION
 EF0740
 EF0740'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0740'IN HAYS MILL.
 EF0740'AT HAYS MILL, LIMESTONE COUNTY, ON THE LOUISVILLE AND NASHVILLE
 EF0740'RAILROAD, 300 FEET SOUTHEAST OF THE PASSENGER PLATFORM AT THE STATION,
 EF0740'AT MILEAGE L 288.4, AND 35 FEET WEST OF THE MAIN TRACK.  A STANDARD
 EF0740'DISK, STAMPED F 53 1934 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0718 ***********************************************************************
 EF0718  DESIGNATION -  F 54
 EF0718  PID         -  EF0718
 EF0718  STATE/COUNTY-  AL/MADISON
 EF0718  USGS QUAD   -  FARLEY (1982)
 EF0718
 EF0718                         *CURRENT SURVEY CONTROL
 EF0718  ___________________________________________________________________
 EF0718* NAD 83(1986)-  34 34 27.     (N)    086 32 49.     (W)     SCALED    
 EF0718* NAVD 88     -       179.422  (meters)     588.65   (feet)  POSTED    
 EF0718  ___________________________________________________________________
 EF0718  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 EF0718  DYNAMIC HT  -         179.240 (meters)     588.06  (feet)  COMP
 EF0718  MODELED GRAV-     979,606.7   (mgal)                       NAVD 88
 EF0718
 EF0718  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0718
 EF0718.The horizontal coordinates were scaled from a topographic map and have
 EF0718.an estimated accuracy of +/- 6 seconds.
 EF0718
 EF0718.The orthometric height was determined by differential leveling
 EF0718.and adjusted by the National Geodetic Survey in 1992..
 EF0718.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0718.rate of 0.0 thru 1.0 mm/km.
 EF0718
 EF0718.The geoid height was determined by GEOID03.
 EF0718
 EF0718.The dynamic height is computed by dividing the NAVD 88
 EF0718.geopotential number by the normal gravity value computed on the
 EF0718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0718.degrees latitude (g = 980.6199 gals.).
 EF0718
 EF0718.The modeled gravity was interpolated from observed gravity values.
 EF0718
 EF0718;                    North         East    Units  Estimated Accuracy
 EF0718;SPC AL E     -   452,020.      134,520.      MT  (+/- 180 meters Scaled)
 EF0718
 EF0718                          SUPERSEDED SURVEY CONTROL
 EF0718
 EF0718  NGVD 29 (??/??/92)  179.388  (m)          588.54   (f) ADJ UNCH    2 0
 EF0718
 EF0718.Superseded values are not recommended for survey control.
 EF0718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0718.See file dsdata.txt to determine how the superseded data were derived.
 EF0718
 EF0718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED415259(NAD 83)
 EF0718_MARKER: DB = BENCH MARK DISK
 EF0718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0718+STABILITY: SURFACE MOTION
 EF0718
 EF0718  HISTORY     - Date     Condition        Report By
 EF0718  HISTORY     - UNK      MONUMENTED       CGS
 EF0718  HISTORY     - 1934     GOOD             NGS
 EF0718
 EF0718                          STATION DESCRIPTION
 EF0718
 EF0718'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0718'1.5 MI S FROM FARLEY.
 EF0718'20 FT. NORTH OF TRACK, MILE 59 AND 27 POLES 100 YARDS NORTH OF TENNANT
 EF0718'HOUSE ON J. D. ADKINS FARM ON N.C. AND ST. L.R.R.  ALSO 75 FT. WEST OF
 EF0718'FARM ROAD CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0719 ***********************************************************************
 EF0719  DESIGNATION -  F 55
 EF0719  PID         -  EF0719
 EF0719  STATE/COUNTY-  AL/MADISON
 EF0719  USGS QUAD   -  FARLEY (1982)
 EF0719
 EF0719                         *CURRENT SURVEY CONTROL
 EF0719  ___________________________________________________________________
 EF0719* NAD 83(1986)-  34 35 46.     (N)    086 33 14.     (W)     SCALED    
 EF0719* NAVD 88     -       181.817  (meters)     596.51   (feet)  POSTED    
 EF0719  ___________________________________________________________________
 EF0719  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 EF0719  DYNAMIC HT  -         181.630 (meters)     595.90  (feet)  COMP
 EF0719  MODELED GRAV-     979,609.2   (mgal)                       NAVD 88
 EF0719
 EF0719  VERT ORDER  -  * POSTED, Code B , SEE BELOW
 EF0719
 EF0719.The horizontal coordinates were scaled from a topographic map and have
 EF0719.an estimated accuracy of +/- 6 seconds.
 EF0719
 EF0719.The orthometric height was determined by differential leveling
 EF0719.and adjusted by the National Geodetic Survey in 1992..
 EF0719.* This is a POSTED BENCH MARK height.  Code B indicates a distribution
 EF0719.rate of 1.1 thru 2.0 mm/km.
 EF0719
 EF0719.The geoid height was determined by GEOID03.
 EF0719
 EF0719.The dynamic height is computed by dividing the NAVD 88
 EF0719.geopotential number by the normal gravity value computed on the
 EF0719.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0719.degrees latitude (g = 980.6199 gals.).
 EF0719
 EF0719.The modeled gravity was interpolated from observed gravity values.
 EF0719
 EF0719;                    North         East    Units  Estimated Accuracy
 EF0719;SPC AL E     -   454,460.      133,900.      MT  (+/- 180 meters Scaled)
 EF0719
 EF0719                          SUPERSEDED SURVEY CONTROL
 EF0719
 EF0719  NGVD 29 (??/??/92)  181.780  (m)          596.39   (f) ADJ UNCH    2 0
 EF0719
 EF0719.Superseded values are not recommended for survey control.
 EF0719.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0719.See file dsdata.txt to determine how the superseded data were derived.
 EF0719
 EF0719_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED409283(NAD 83)
 EF0719_MARKER: DB = BENCH MARK DISK
 EF0719_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0719_SP_SET: CULVERT
 EF0719_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0719
 EF0719  HISTORY     - Date     Condition        Report By
 EF0719  HISTORY     - UNK      MONUMENTED       CGS
 EF0719  HISTORY     - 1934     GOOD             NGS
 EF0719  HISTORY     - 1960     GOOD             LOCENG
 EF0719
 EF0719                          STATION DESCRIPTION
 EF0719
 EF0719'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 EF0719'IN FARLEY.
 EF0719'30 FT. WEST OF TRACK AT FENCE LINE IN FRONT OF SECTION HOUSE WHICH IS
 EF0719'SECOND HOUSE FROM NORTH END OF HOUSES, N.C. AND ST. L. R.R. MILE 58
 EF0719'AND 6 POLES, 75 FEET SOUTH WEST OF CULVERT AND U.S.G.S. MARK 73-M-23.
 EF0719
 EF0719                          STATION RECOVERY (1960)
 EF0719
 EF0719'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1960
 EF0719'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1885 ***********************************************************************
 DG1885  DESIGNATION -  F 56
 DG1885  PID         -  DG1885
 DG1885  STATE/COUNTY-  AL/TALLADEGA
 DG1885  USGS QUAD   -  MUNFORD (1983)
 DG1885
 DG1885                         *CURRENT SURVEY CONTROL
 DG1885  ___________________________________________________________________
 DG1885* NAD 83(1986)-  33 33 14.     (N)    085 55 42.     (W)     SCALED    
 DG1885* NAVD 88     -       173.529  (meters)     569.32   (feet)  ADJUSTED  
 DG1885  ___________________________________________________________________
 DG1885  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG1885  DYNAMIC HT  -         173.342 (meters)     568.71  (feet)  COMP
 DG1885  MODELED GRAV-     979,555.5   (mgal)                       NAVD 88
 DG1885
 DG1885  VERT ORDER  -  SECOND    CLASS 0
 DG1885
 DG1885.The horizontal coordinates were scaled from a topographic map and have
 DG1885.an estimated accuracy of +/- 6 seconds.
 DG1885
 DG1885.The orthometric height was determined by differential leveling
 DG1885.and adjusted by the National Geodetic Survey in June 1991..
 DG1885
 DG1885.The geoid height was determined by GEOID03.
 DG1885
 DG1885.The dynamic height is computed by dividing the NAVD 88
 DG1885.geopotential number by the normal gravity value computed on the
 DG1885.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1885.degrees latitude (g = 980.6199 gals.).
 DG1885
 DG1885.The modeled gravity was interpolated from observed gravity values.
 DG1885
 DG1885;                    North         East    Units  Estimated Accuracy
 DG1885;SPC AL E     -   338,630.      191,180.      MT  (+/- 180 meters Scaled)
 DG1885
 DG1885                          SUPERSEDED SURVEY CONTROL
 DG1885
 DG1885  NGVD 29 (??/??/92)  173.456  (m)          569.08   (f) ADJ UNCH    2 0
 DG1885
 DG1885.Superseded values are not recommended for survey control.
 DG1885.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1885.See file dsdata.txt to determine how the superseded data were derived.
 DG1885
 DG1885_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC994132(NAD 83)
 DG1885_MARKER: DB = BENCH MARK DISK
 DG1885_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1885_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1885_STAMPING: F 56 1934
 DG1885_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1885+STABILITY: SURFACE MOTION
 DG1885
 DG1885  HISTORY     - Date     Condition        Report By
 DG1885  HISTORY     - 1934     MONUMENTED       CGS
 DG1885
 DG1885                          STATION DESCRIPTION
 DG1885
 DG1885'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG1885'0.5 MI NE FROM JENIFER.
 DG1885'F-56 IS LOCATED 0.5 OF MILE NORTHEAST OF STATION AT JENIFER, 0.1
 DG1885'MILE NORTHEAST OF BRIDGE ACROSS CREEK, 36.8 FEET SOUTHEAST OF
 DG1885'SOUTHEAST RAIL OF TRACK, 28 FEET SOUTHWEST OF 18 IN PINE TREE IN
 DG1885'R/W FENCE, 1.7 FEET NORTHWEST OF R/W FENCE.  STANDARD TABLET SET
 DG1885'IN TOP OF CONCRETE POST 6 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0216 ***********************************************************************
 EF0216  DESIGNATION -  F 57
 EF0216  PID         -  EF0216
 EF0216  STATE/COUNTY-  AL/ETOWAH
 EF0216  USGS QUAD   -  GADSDEN WEST (1985)
 EF0216
 EF0216                         *CURRENT SURVEY CONTROL
 EF0216  ___________________________________________________________________
 EF0216* NAD 83(1986)-  34 01 12.     (N)    086 02 34.     (W)     SCALED    
 EF0216* NAVD 88     -       165.776  (meters)     543.88   (feet)  ADJUSTED  
 EF0216  ___________________________________________________________________
 EF0216  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 EF0216  DYNAMIC HT  -         165.603 (meters)     543.32  (feet)  COMP
 EF0216  MODELED GRAV-     979,586.8   (mgal)                       NAVD 88
 EF0216
 EF0216  VERT ORDER  -  SECOND    CLASS 0
 EF0216
 EF0216.The horizontal coordinates were scaled from a topographic map and have
 EF0216.an estimated accuracy of +/- 6 seconds.
 EF0216
 EF0216.The orthometric height was determined by differential leveling
 EF0216.and adjusted by the National Geodetic Survey in June 1991..
 EF0216
 EF0216.The geoid height was determined by GEOID03.
 EF0216
 EF0216.The dynamic height is computed by dividing the NAVD 88
 EF0216.geopotential number by the normal gravity value computed on the
 EF0216.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0216.degrees latitude (g = 980.6199 gals.).
 EF0216
 EF0216.The modeled gravity was interpolated from observed gravity values.
 EF0216
 EF0216;                    North         East    Units  Estimated Accuracy
 EF0216;SPC AL E     -   390,340.      180,660.      MT  (+/- 180 meters Scaled)
 EF0216
 EF0216                          SUPERSEDED SURVEY CONTROL
 EF0216
 EF0216  NGVD 29 (??/??/92)  165.754  (m)          543.81   (f) ADJ UNCH    2 0
 EF0216
 EF0216.Superseded values are not recommended for survey control.
 EF0216.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0216.See file dsdata.txt to determine how the superseded data were derived.
 EF0216
 EF0216_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC883647(NAD 83)
 EF0216_MARKER: DB = BENCH MARK DISK
 EF0216_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0216_SP_SET: CULVERT
 EF0216_STAMPING: F 57 1934
 EF0216_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0216
 EF0216  HISTORY     - Date     Condition        Report By
 EF0216  HISTORY     - 1934     MONUMENTED       CGS
 EF0216  HISTORY     - 1947     GOOD             NGS
 EF0216  HISTORY     - 19881203 MARK NOT FOUND   ALHD
 EF0216
 EF0216                          STATION DESCRIPTION
 EF0216
 EF0216'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 EF0216'IN ALABAMA CITY.
 EF0216'AT ALABAMA CITY, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 54.5
 EF0216'FEET NORTH AND ACROSS THE TRACK FROM THE NORTHEAST CORNER OF THE
 EF0216'WOODEN LOADING PLATFORM AT THE EAST END OF THE STATION, SET IN THE
 EF0216'CENTER OF THE TOP OF THE NORTH HEAD WALL OF AN 8 BY 4 FOOT CONCRETE
 EF0216'BOX CULVERT, 9.5 FEET NORTH OF THE NORTH RAIL OF THE SIDE TRACK AND
 EF0216'ABOUT 1 FOOT BELOW THE TRACK.
 EF0216
 EF0216                          STATION RECOVERY (1988)
 EF0216
 EF0216'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1988
 EF0216'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1240 ***********************************************************************
 DH1240  DESIGNATION -  F 58
 DH1240  PID         -  DH1240
 DH1240  STATE/COUNTY-  AL/BLOUNT
 DH1240  USGS QUAD   -  REMLAP (1986)
 DH1240
 DH1240                         *CURRENT SURVEY CONTROL
 DH1240  ___________________________________________________________________
 DH1240* NAD 83(1986)-  33 49 52.     (N)    086 34 52.     (W)     SCALED    
 DH1240* NAVD 88     -       198.908  (meters)     652.58   (feet)  ADJUSTED  
 DH1240  ___________________________________________________________________
 DH1240  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH1240  DYNAMIC HT  -         198.690 (meters)     651.87  (feet)  COMP
 DH1240  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 DH1240
 DH1240  VERT ORDER  -  SECOND    CLASS 0
 DH1240
 DH1240.The horizontal coordinates were scaled from a topographic map and have
 DH1240.an estimated accuracy of +/- 6 seconds.
 DH1240
 DH1240.The orthometric height was determined by differential leveling
 DH1240.and adjusted by the National Geodetic Survey in June 1991..
 DH1240
 DH1240.The geoid height was determined by GEOID03.
 DH1240
 DH1240.The dynamic height is computed by dividing the NAVD 88
 DH1240.geopotential number by the normal gravity value computed on the
 DH1240.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1240.degrees latitude (g = 980.6199 gals.).
 DH1240
 DH1240.The modeled gravity was interpolated from observed gravity values.
 DH1240
 DH1240;                    North         East    Units  Estimated Accuracy
 DH1240;SPC AL W     -   425,170.      685,060.      MT  (+/- 180 meters Scaled)
 DH1240
 DH1240                          SUPERSEDED SURVEY CONTROL
 DH1240
 DH1240  NGVD 29 (??/??/92)  198.862  (m)          652.43   (f) ADJ UNCH    2 0
 DH1240
 DH1240.Superseded values are not recommended for survey control.
 DH1240.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1240.See file dsdata.txt to determine how the superseded data were derived.
 DH1240
 DH1240_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC387435(NAD 83)
 DH1240_MARKER: DB = BENCH MARK DISK
 DH1240_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1240_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1240_STAMPING: F-58 -- 1934
 DH1240_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1240+STABILITY: SURFACE MOTION
 DH1240
 DH1240  HISTORY     - Date     Condition        Report By
 DH1240  HISTORY     - 1934     MONUMENTED       CGS
 DH1240
 DH1240                          STATION DESCRIPTION
 DH1240
 DH1240'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH1240'1.7 MI NE FROM REMLAP.
 DH1240'IS LOCATED 1.7 MILES NORTHEAST OF THE LOUISVILLE AND NASHVILLE DEPOT
 DH1240'AT REMLAP.  105 YARDS SOUTHWEST OF MILE POST L 411.  45.3 FEET NORTH
 DH1240'OF NORTH RAIL OF TRACK.  13.0 FEET EAST OF FENCE CORNER.  2.3 FEET
 DH1240'SOUTH OF R/W FENCE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 5
 DH1240'INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0136 ***********************************************************************
 DH0136  DESIGNATION -  F 59
 DH0136  PID         -  DH0136
 DH0136  STATE/COUNTY-  AL/ST CLAIR
 DH0136  USGS QUAD   -  RAGLAND (1972)
 DH0136
 DH0136                         *CURRENT SURVEY CONTROL
 DH0136  ___________________________________________________________________
 DH0136* NAD 83(1986)-  33 43 58.     (N)    086 14 18.     (W)     SCALED    
 DH0136* NAVD 88     -       165.370  (meters)     542.55   (feet)  ADJUSTED  
 DH0136  ___________________________________________________________________
 DH0136  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH0136  DYNAMIC HT  -         165.192 (meters)     541.97  (feet)  COMP
 DH0136  MODELED GRAV-     979,557.9   (mgal)                       NAVD 88
 DH0136
 DH0136  VERT ORDER  -  SECOND    CLASS 0
 DH0136
 DH0136.The horizontal coordinates were scaled from a topographic map and have
 DH0136.an estimated accuracy of +/- 6 seconds.
 DH0136
 DH0136.The orthometric height was determined by differential leveling
 DH0136.and adjusted by the National Geodetic Survey in June 1991..
 DH0136
 DH0136.The geoid height was determined by GEOID03.
 DH0136
 DH0136.The dynamic height is computed by dividing the NAVD 88
 DH0136.geopotential number by the normal gravity value computed on the
 DH0136.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0136.degrees latitude (g = 980.6199 gals.).
 DH0136
 DH0136.The modeled gravity was interpolated from observed gravity values.
 DH0136
 DH0136;                    North         East    Units  Estimated Accuracy
 DH0136;SPC AL E     -   358,540.      162,470.      MT  (+/- 180 meters Scaled)
 DH0136
 DH0136                          SUPERSEDED SURVEY CONTROL
 DH0136
 DH0136  NGVD 29 (??/??/92)  165.324  (m)          542.40   (f) ADJ UNCH    2 0
 DH0136
 DH0136.Superseded values are not recommended for survey control.
 DH0136.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0136.See file dsdata.txt to determine how the superseded data were derived.
 DH0136
 DH0136_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC705327(NAD 83)
 DH0136_MARKER: DB = BENCH MARK DISK
 DH0136_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0136_SP_SET: BRIDGE
 DH0136_STAMPING: F-59--1934
 DH0136_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0136
 DH0136  HISTORY     - Date     Condition        Report By
 DH0136  HISTORY     - 1934     MONUMENTED       CGS
 DH0136  HISTORY     - 1952     GOOD             AMS
 DH0136
 DH0136                          STATION DESCRIPTION
 DH0136
 DH0136'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH0136'5.1 MI NE FROM WATTSVILLE.
 DH0136'IS LOCATED 5.1 MILES NORTHEAST OF THE SEABOARD AIR LINE RAILWAY DEPOT
 DH0136'AT WATTSVILLE.  31 YARDS SOUTHWEST OF A WOODEN BRIDGE ACROSS CREEK.
 DH0136'31.0 FEET SOUTHWEST OF A SIDE ROAD.  26.0 FEET NORTHWEST OF CENTERLINE
 DH0136'OF ROAD TO ASHVILLE.
 DH0136
 DH0136                          STATION RECOVERY (1952)
 DH0136
 DH0136'RECOVERY NOTE BY US ARMY MAP SERVICE (NOW DMA) 1952
 DH0136'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0707 ***********************************************************************
 DH0707  DESIGNATION -  F 6
 DH0707  PID         -  DH0707
 DH0707  STATE/COUNTY-  AL/SHELBY
 DH0707  USGS QUAD   -  PEA RIDGE (1979)
 DH0707
 DH0707                         *CURRENT SURVEY CONTROL
 DH0707  ___________________________________________________________________
 DH0707* NAD 83(1986)-  33 11 55.     (N)    086 57 54.     (W)     SCALED    
 DH0707* NAVD 88     -       138.009  (meters)     452.78   (feet)  ADJUSTED  
 DH0707  ___________________________________________________________________
 DH0707  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0707  DYNAMIC HT  -         137.855 (meters)     452.28  (feet)  COMP
 DH0707  MODELED GRAV-     979,514.5   (mgal)                       NAVD 88
 DH0707
 DH0707  VERT ORDER  -  FIRST     CLASS II
 DH0707
 DH0707.The horizontal coordinates were scaled from a topographic map and have
 DH0707.an estimated accuracy of +/- 6 seconds.
 DH0707
 DH0707.The orthometric height was determined by differential leveling
 DH0707.and adjusted by the National Geodetic Survey in June 1991..
 DH0707
 DH0707.The geoid height was determined by GEOID03.
 DH0707
 DH0707.The dynamic height is computed by dividing the NAVD 88
 DH0707.geopotential number by the normal gravity value computed on the
 DH0707.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0707.degrees latitude (g = 980.6199 gals.).
 DH0707
 DH0707.The modeled gravity was interpolated from observed gravity values.
 DH0707
 DH0707;                    North         East    Units  Estimated Accuracy
 DH0707;SPC AL W     -   354,770.      649,880.      MT  (+/- 180 meters Scaled)
 DH0707
 DH0707                          SUPERSEDED SURVEY CONTROL
 DH0707
 DH0707  NGVD 29 (??/??/92)  137.978  (m)          452.68   (f) ADJ UNCH    1 2
 DH0707
 DH0707.Superseded values are not recommended for survey control.
 DH0707.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0707.See file dsdata.txt to determine how the superseded data were derived.
 DH0707
 DH0707_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB032733(NAD 83)
 DH0707_MARKER: DB = BENCH MARK DISK
 DH0707_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0707_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0707_STAMPING: 452.650 F 6
 DH0707_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0707+STABILITY: SURFACE MOTION
 DH0707
 DH0707  HISTORY     - Date     Condition        Report By
 DH0707  HISTORY     - UNK      MONUMENTED       CGS
 DH0707  HISTORY     - 1968     GOOD             NGS
 DH0707  HISTORY     - 1975     GOOD             USGS
 DH0707
 DH0707                          STATION DESCRIPTION
 DH0707
 DH0707'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 DH0707'IN GURNEE JUNCTION.
 DH0707'AT GURNEE JUNCTION, SHELBY COUNTY, ON THE SOUTHERN RAILWAY, 68 FEET
 DH0707'NORTHEAST OF THE STATION, 27.6 FEET NORTHWEST OF THE CENTER LINE OF
 DH0707'THE NORTHWEST TRACK, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 DH0707'ABOUT 2 FEET LOWER THAN THE TRACK.  A STANDARD DISK, STAMPED 452.650 F
 DH0707'6 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE
 DH0707'GROUND.
 DH0707
 DH0707                          STATION RECOVERY (1975)
 DH0707
 DH0707'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0707'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1469 ***********************************************************************
 DG1469  DESIGNATION -  F 60
 DG1469  PID         -  DG1469
 DG1469  STATE/COUNTY-  AL/TALLAPOOSA
 DG1469  USGS QUAD   -  WADLEY SOUTH (1969)
 DG1469
 DG1469                         *CURRENT SURVEY CONTROL
 DG1469  ___________________________________________________________________
 DG1469* NAD 83(1986)-  33 03 54.     (N)    085 36 23.     (W)     SCALED    
 DG1469* NAVD 88     -       214.030  (meters)     702.20   (feet)  ADJUSTED  
 DG1469  ___________________________________________________________________
 DG1469  GEOID HEIGHT-         -29.22  (meters)                     GEOID03
 DG1469  DYNAMIC HT  -         213.783 (meters)     701.39  (feet)  COMP
 DG1469  MODELED GRAV-     979,477.4   (mgal)                       NAVD 88
 DG1469
 DG1469  VERT ORDER  -  SECOND    CLASS 0
 DG1469
 DG1469.The horizontal coordinates were scaled from a topographic map and have
 DG1469.an estimated accuracy of +/- 6 seconds.
 DG1469
 DG1469.The orthometric height was determined by differential leveling
 DG1469.and adjusted by the National Geodetic Survey in June 1991..
 DG1469
 DG1469.The geoid height was determined by GEOID03.
 DG1469
 DG1469.The dynamic height is computed by dividing the NAVD 88
 DG1469.geopotential number by the normal gravity value computed on the
 DG1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1469.degrees latitude (g = 980.6199 gals.).
 DG1469
 DG1469.The modeled gravity was interpolated from observed gravity values.
 DG1469
 DG1469;                    North         East    Units  Estimated Accuracy
 DG1469;SPC AL E     -   284,430.      221,190.      MT  (+/- 180 meters Scaled)
 DG1469
 DG1469                          SUPERSEDED SURVEY CONTROL
 DG1469
 DG1469  NGVD 29 (??/??/92)  213.975  (m)          702.02   (f) ADJ UNCH    2 0
 DG1469
 DG1469.Superseded values are not recommended for survey control.
 DG1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1469.See file dsdata.txt to determine how the superseded data were derived.
 DG1469
 DG1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB300593(NAD 83)
 DG1469_MARKER: DB = BENCH MARK DISK
 DG1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1469_STAMPING: F 60 1934
 DG1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1469+STABILITY: SURFACE MOTION
 DG1469
 DG1469  HISTORY     - Date     Condition        Report By
 DG1469  HISTORY     - 1934     MONUMENTED       CGS
 DG1469  HISTORY     - 1949     MARK NOT FOUND   NGS
 DG1469  HISTORY     - 1971     MARK NOT FOUND   USGS
 DG1469
 DG1469                          STATION DESCRIPTION
 DG1469
 DG1469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 DG1469'5 MI SW FROM WADLEY.
 DG1469'IN TALLAPOOSA COUNTY, 5 MILES SOUTHWEST ALONG STATE HIGHWAY 63
 DG1469'FROM THE ATLANTA, BIRMINGHAM AND COAST RAILROAD STATION AT
 DG1469'WADLEY, RANDOLPH COUNTY, 96 FEET NORTHEAST OF THE CENTER LINE OF
 DG1469'A 14-INCH CONCRETE CULVERT, 31 FEET NORTHEAST OF THE CENTERLINE
 DG1469'OF A CROSS ROAD, AND 43 FEET SOUTHEAST OF THE CENTERLINE OF THE
 DG1469'HIGHWAY.  A STANDARD DISK, STAMPED F 60 1934 AND SET IN THE
 DG1469'TOP OF A CONCRETE POST PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 DG1469
 DG1469                          STATION RECOVERY (1971)
 DG1469
 DG1469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DG1469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0164 ***********************************************************************
 BH0164  DESIGNATION -  F 61
 BH0164  PID         -  BH0164
 BH0164  STATE/COUNTY-  AL/MOBILE
 BH0164  USGS QUAD   -  SPRING HILL (1982)
 BH0164
 BH0164                         *CURRENT SURVEY CONTROL
 BH0164  ___________________________________________________________________
 BH0164* NAD 83(1986)-  30 43 11.     (N)    088 11 00.     (W)     SCALED    
 BH0164* NAVD 88     -        54.173  (meters)     177.73   (feet)  ADJUSTED  
 BH0164  ___________________________________________________________________
 BH0164  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 BH0164  DYNAMIC HT  -          54.101 (meters)     177.50  (feet)  COMP
 BH0164  MODELED GRAV-     979,327.4   (mgal)                       NAVD 88
 BH0164
 BH0164  VERT ORDER  -  FIRST     CLASS II
 BH0164
 BH0164.The horizontal coordinates were scaled from a topographic map and have
 BH0164.an estimated accuracy of +/- 6 seconds.
 BH0164
 BH0164.The orthometric height was determined by differential leveling
 BH0164.and adjusted by the National Geodetic Survey in May 1996..
 BH0164
 BH0164.The geoid height was determined by GEOID03.
 BH0164
 BH0164.The dynamic height is computed by dividing the NAVD 88
 BH0164.geopotential number by the normal gravity value computed on the
 BH0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0164.degrees latitude (g = 980.6199 gals.).
 BH0164
 BH0164.The modeled gravity was interpolated from observed gravity values.
 BH0164
 BH0164;                    North         East    Units  Estimated Accuracy
 BH0164;SPC AL W     -    79,980.      534,550.      MT  (+/- 180 meters Scaled)
 BH0164
 BH0164                          SUPERSEDED SURVEY CONTROL
 BH0164
 BH0164  NGVD 29 (??/??/??)   54.269  (m)          178.05   (f) ADJUSTED    1 2
 BH0164
 BH0164.Superseded values are not recommended for survey control.
 BH0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0164.See file dsdata.txt to determine how the superseded data were derived.
 BH0164
 BH0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU866991(NAD 83)
 BH0164_MARKER: DB = BENCH MARK DISK
 BH0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0164_STAMPING: F 61 1934
 BH0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0164+STABILITY: SURFACE MOTION
 BH0164
 BH0164  HISTORY     - Date     Condition        Report By
 BH0164  HISTORY     - 1934     MONUMENTED       CGS
 BH0164  HISTORY     - 1955     POOR             CGS
 BH0164
 BH0164                          STATION DESCRIPTION
 BH0164
 BH0164'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0164'9.1 MI NW FROM MOBILE.
 BH0164'ABOUT 9.1 MILES NORTHWEST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BH0164'FROM THE CROSSING OF THE LOUISVILLE AND NASHVILLE RAILROAD AT MOBILE
 BH0164'(CROSSING IN SOUTH PART OF TOWN), ABOUT 6.2 MILES SOUTHEAST OF THE
 BH0164'STATION AT SEMMES, ABOUT 0.3 MILE WEST-NORTHWEST OF MILE POST NO. 10,
 BH0164'AT CROSSING OF AN EAST-WEST BLACK TOP ROAD, 28 1/2 FEET
 BH0164'SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST RAIL, 215 FEET EAST-SOUTHEAST
 BH0164'OF CENTER OF CROSSING OF BLACK TOP ROAD, 52 FEET SOUTHEAST OF CENTER
 BH0164'OF CROSSING OF TRACK AND A DRIVE SOUTH TO A HOUSE, 28 FEET EAST OF
 BH0164'CENTER LINE OF DRIVE SOUTH, 3 FEET NORTH OF TELEPHONE POLE NO. 2372,
 BH0164'ABOUT 1 1/2 FEET ABOVE LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE
 BH0164'POST PROJECTING 16 INCHES.  NOTE-- PRESENT CONDITION-- THE MARK NOW
 BH0164'PROJECTS 16 INCHES DUE TO THE REMOVAL OF DIRT FROM AROUND POST. POST
 BH0164'IS STRAIGHT AND APPARENTLY SOLID, HOWEVER, MARK MAY HAVE BEEN
 BH0164'DISTURBED WHEN DIRT WAS REMOVED FROM AROUND POST.  USE WITH CAUTION.
 BH0164'BM U 405 IS SET DIRECTLY ACROSS TRACK FROM THIS MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0986 ***********************************************************************
 EF0986  DESIGNATION -  F 62
 EF0986  PID         -  EF0986
 EF0986  STATE/COUNTY-  AL/MARION
 EF0986  USGS QUAD   -  HODGES (1949)
 EF0986
 EF0986                         *CURRENT SURVEY CONTROL
 EF0986  ___________________________________________________________________
 EF0986* NAD 83(1986)-  34 15 18.     (N)    087 52 31.     (W)     SCALED    
 EF0986* NAVD 88     -       214.487  (meters)     703.70   (feet)  ADJUSTED  
 EF0986  ___________________________________________________________________
 EF0986  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 EF0986  DYNAMIC HT  -         214.269 (meters)     702.98  (feet)  COMP
 EF0986  MODELED GRAV-     979,613.5   (mgal)                       NAVD 88
 EF0986
 EF0986  VERT ORDER  -  SECOND    CLASS 0
 EF0986
 EF0986.The horizontal coordinates were scaled from a topographic map and have
 EF0986.an estimated accuracy of +/- 6 seconds.
 EF0986
 EF0986.The orthometric height was determined by differential leveling
 EF0986.and adjusted by the National Geodetic Survey in June 1991..
 EF0986
 EF0986.The geoid height was determined by GEOID03.
 EF0986
 EF0986.The dynamic height is computed by dividing the NAVD 88
 EF0986.geopotential number by the normal gravity value computed on the
 EF0986.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0986.degrees latitude (g = 980.6199 gals.).
 EF0986
 EF0986.The modeled gravity was interpolated from observed gravity values.
 EF0986
 EF0986;                    North         East    Units  Estimated Accuracy
 EF0986;SPC AL W     -   471,870.      565,440.      MT  (+/- 180 meters Scaled)
 EF0986
 EF0986                          SUPERSEDED SURVEY CONTROL
 EF0986
 EF0986  NGVD 29 (??/??/92)  214.428  (m)          703.50   (f) ADJ UNCH    2 0
 EF0986
 EF0986.Superseded values are not recommended for survey control.
 EF0986.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0986.See file dsdata.txt to determine how the superseded data were derived.
 EF0986
 EF0986_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC194907(NAD 83)
 EF0986_MARKER: DB = BENCH MARK DISK
 EF0986_SETTING: 66 = SET IN ROCK OUTCROP
 EF0986_SP_SET: ROCK OUTCROP
 EF0986_STAMPING: F 62 1934
 EF0986_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0986+STABILITY: POSITION/ELEVATION WELL
 EF0986_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0986+SATELLITE: SATELLITE OBSERVATIONS - February 10, 2005
 EF0986
 EF0986  HISTORY     - Date     Condition        Report By
 EF0986  HISTORY     - 1934     MONUMENTED       CGS
 EF0986  HISTORY     - 20050210 GOOD             ALHD
 EF0986
 EF0986                          STATION DESCRIPTION
 EF0986
 EF0986'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EF0986'3.2 MI S FROM HACKLEBURG.
 EF0986'3.2 MILES SOUTH ALONG STATE HIGHWAY 13 FROM THE ILLINOIS CENTRAL
 EF0986'RAILROAD STATION AT HACKLEBURG, MARION COUNTY, EAST OF A STREAM IN A
 EF0986'DEEP RAVINE, 135 FEET EAST OF A CULVERT IN THE RAVINE, 55 FEET SOUTH
 EF0986'OF THE CENTER LINE OF THE HIGHWAY, AND IN THE TOP OF A SANDSTONE
 EF0986'OUTCROP.  A STANDARD DISK, STAMPED F 62 1934.
 EF0986
 EF0986                          STATION RECOVERY (2005)
 EF0986
 EF0986'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0986'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1827 ***********************************************************************
 DG1827  DESIGNATION -  F 63
 DG1827  PID         -  DG1827
 DG1827  STATE/COUNTY-  AL/CLEBURNE
 DG1827  USGS QUAD   -  ROSS MOUNTAIN (1983)
 DG1827
 DG1827                         *CURRENT SURVEY CONTROL
 DG1827  ___________________________________________________________________
 DG1827* NAD 83(1986)-  33 32 50.     (N)    085 36 57.     (W)     SCALED    
 DG1827* NAVD 88     -       257.955  (meters)     846.31   (feet)  ADJUSTED  
 DG1827  ___________________________________________________________________
 DG1827  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1827  DYNAMIC HT  -         257.671 (meters)     845.38  (feet)  COMP
 DG1827  MODELED GRAV-     979,529.3   (mgal)                       NAVD 88
 DG1827
 DG1827  VERT ORDER  -  SECOND    CLASS 0
 DG1827
 DG1827.The horizontal coordinates were scaled from a topographic map and have
 DG1827.an estimated accuracy of +/- 6 seconds.
 DG1827
 DG1827.The orthometric height was determined by differential leveling
 DG1827.and adjusted by the National Geodetic Survey in June 1991..
 DG1827
 DG1827.The geoid height was determined by GEOID03.
 DG1827
 DG1827.The dynamic height is computed by dividing the NAVD 88
 DG1827.geopotential number by the normal gravity value computed on the
 DG1827.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1827.degrees latitude (g = 980.6199 gals.).
 DG1827
 DG1827.The modeled gravity was interpolated from observed gravity values.
 DG1827
 DG1827;                    North         East    Units  Estimated Accuracy
 DG1827;SPC AL E     -   337,910.      220,200.      MT  (+/- 180 meters Scaled)
 DG1827
 DG1827                          SUPERSEDED SURVEY CONTROL
 DG1827
 DG1827  NGVD 29 (??/??/92)  257.889  (m)          846.09   (f) ADJ UNCH    2 0
 DG1827
 DG1827.Superseded values are not recommended for survey control.
 DG1827.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1827.See file dsdata.txt to determine how the superseded data were derived.
 DG1827
 DG1827_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC285128(NAD 83)
 DG1827_MARKER: DB = BENCH MARK DISK
 DG1827_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1827_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1827_STAMPING: F 63 1934
 DG1827_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1827+STABILITY: SURFACE MOTION
 DG1827
 DG1827  HISTORY     - Date     Condition        Report By
 DG1827  HISTORY     - 1934     MONUMENTED       CGS
 DG1827  HISTORY     - 1948     GOOD             NGS
 DG1827
 DG1827                          STATION DESCRIPTION
 DG1827
 DG1827'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DG1827'8.1 MI SW FROM HEFLIN.
 DG1827'ABOUT 8.1 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM THE COURT
 DG1827'HOUSE AT HEFLIN, ABOUT 2.2 MILES NORTHEAST OF THE INTERSECTION
 DG1827'OF STATE HIGHWAY 37 AT HOLLIS SCHOOL, 124 FEET EAST-NORTHEAST
 DG1827'OF THE CENTER LINE OF THE HIGHWAY AT THE CENTER OF A 4 BY 6-FOOT
 DG1827'CONCRETE CULVERT WITH ROUNDED HEAD WALLS, 59 FEET SOUTHEAST OF
 DG1827'THE CENTER LINE OF THE HIGHWAY, 2 FEET NORTHWEST OF A WIRE FENCE,
 DG1827'88.5 FEET EAST-NORTHEAST OF THE NORTHEAST END POST OF A ROW
 DG1827'OF CONCRETE GUARD RAIL POSTS ON THE SOUTHEAST SIDE OF THE
 DG1827'HIGHWAY, 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST, 2 FEET
 DG1827'BELOW THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG1827'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0580 ***********************************************************************
 BU0580  DESIGNATION -  F 64
 BU0580  PID         -  BU0580
 BU0580  STATE/COUNTY-  AL/BUTLER
 BU0580  USGS QUAD   -  GREENVILLE EAST (1986)
 BU0580
 BU0580                         *CURRENT SURVEY CONTROL
 BU0580  ___________________________________________________________________
 BU0580* NAD 83(1986)-  31 48 09.     (N)    086 31 09.     (W)     SCALED    
 BU0580* NAVD 88     -       108.232  (meters)     355.09   (feet)  ADJUSTED  
 BU0580  ___________________________________________________________________
 BU0580  GEOID HEIGHT-         -27.11  (meters)                     GEOID03
 BU0580  DYNAMIC HT  -         108.102 (meters)     354.66  (feet)  COMP
 BU0580  MODELED GRAV-     979,439.4   (mgal)                       NAVD 88
 BU0580
 BU0580  VERT ORDER  -  SECOND    CLASS 0
 BU0580
 BU0580.The horizontal coordinates were scaled from a topographic map and have
 BU0580.an estimated accuracy of +/- 6 seconds.
 BU0580
 BU0580.The orthometric height was determined by differential leveling
 BU0580.and adjusted by the National Geodetic Survey in June 1991..
 BU0580
 BU0580.The geoid height was determined by GEOID03.
 BU0580
 BU0580.The dynamic height is computed by dividing the NAVD 88
 BU0580.geopotential number by the normal gravity value computed on the
 BU0580.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0580.degrees latitude (g = 980.6199 gals.).
 BU0580
 BU0580.The modeled gravity was interpolated from observed gravity values.
 BU0580
 BU0580;                    North         East    Units  Estimated Accuracy
 BU0580;SPC AL W     -   200,250.      692,880.      MT  (+/- 180 meters Scaled)
 BU0580
 BU0580                          SUPERSEDED SURVEY CONTROL
 BU0580
 BU0580  NGVD 29 (??/??/92)  108.210  (m)          355.02   (f) ADJ UNCH    2 0
 BU0580
 BU0580.Superseded values are not recommended for survey control.
 BU0580.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0580.See file dsdata.txt to determine how the superseded data were derived.
 BU0580
 BU0580_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA455186(NAD 83)
 BU0580_MARKER: DB = BENCH MARK DISK
 BU0580_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0580_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0580_STAMPING: F 64 1934
 BU0580_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0580+STABILITY: SURFACE MOTION
 BU0580_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0580+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 BU0580
 BU0580  HISTORY     - Date     Condition        Report By
 BU0580  HISTORY     - 1934     MONUMENTED       CGS
 BU0580  HISTORY     - 20040412 GOOD             ALHD
 BU0580
 BU0580                          STATION DESCRIPTION
 BU0580
 BU0580'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0580'6.4 MI SE FROM GREENVILLE.
 BU0580'6.4 MILES SOUTHEAST ALONG STATE HIGHWAY 10 FROM THE COURTHOUSE AT
 BU0580'GREENVILLE, BUTLER COUNTY, 400 FEET SOUTHEAST OF A COUNTRY STORE ON
 BU0580'THE NORTH SIDE OF THE HIGHWAY, 300 FEET SOUTH OF A FARMHOUSE, ON THE
 BU0580'SOUTHEAST SLOP OF A HILL, 61 FEET NORTH-NORTHEAST OF THE CENTER LINE
 BU0580'OF THE HIGHWAY, AND 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS POST. A
 BU0580'STANDARD DISK, STAMPED F 64 1934 AND SET IN THE TOP OF A CONCRETE POST
 BU0580'PROJECTING 0.5 FOOT ABOVE GROUND.
 BU0580
 BU0580                          STATION RECOVERY (2004)
 BU0580
 BU0580'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 BU0580'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0462 ***********************************************************************
 BU0462  DESIGNATION -  F 65
 BU0462  PID         -  BU0462
 BU0462  STATE/COUNTY-  AL/COVINGTON
 BU0462  USGS QUAD   -  BROOKS (1984)
 BU0462
 BU0462                         *CURRENT SURVEY CONTROL
 BU0462  ___________________________________________________________________
 BU0462* NAD 83(1986)-  31 29 15.     (N)    086 41 33.     (W)     SCALED    
 BU0462* NAVD 88     -       109.481  (meters)     359.19   (feet)  ADJUSTED  
 BU0462  ___________________________________________________________________
 BU0462  GEOID HEIGHT-         -27.16  (meters)                     GEOID03
 BU0462  DYNAMIC HT  -         109.348 (meters)     358.75  (feet)  COMP
 BU0462  MODELED GRAV-     979,417.5   (mgal)                       NAVD 88
 BU0462
 BU0462  VERT ORDER  -  SECOND    CLASS 0
 BU0462
 BU0462.The horizontal coordinates were scaled from a topographic map and have
 BU0462.an estimated accuracy of +/- 6 seconds.
 BU0462
 BU0462.The orthometric height was determined by differential leveling
 BU0462.and adjusted by the National Geodetic Survey in June 1991..
 BU0462
 BU0462.The geoid height was determined by GEOID03.
 BU0462
 BU0462.The dynamic height is computed by dividing the NAVD 88
 BU0462.geopotential number by the normal gravity value computed on the
 BU0462.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0462.degrees latitude (g = 980.6199 gals.).
 BU0462
 BU0462.The modeled gravity was interpolated from observed gravity values.
 BU0462
 BU0462;                    North         East    Units  Estimated Accuracy
 BU0462;SPC AL E     -   109,800.      118,370.      MT  (+/- 180 meters Scaled)
 BU0462
 BU0462                          SUPERSEDED SURVEY CONTROL
 BU0462
 BU0462  NGVD 29 (??/??/92)  109.489  (m)          359.22   (f) ADJ UNCH    2 0
 BU0462
 BU0462.Superseded values are not recommended for survey control.
 BU0462.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0462.See file dsdata.txt to determine how the superseded data were derived.
 BU0462
 BU0462_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV292836(NAD 83)
 BU0462_MARKER: DB = BENCH MARK DISK
 BU0462_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BU0462_SP_SET: PREFAB CONC. POST IN EARTH
 BU0462_STAMPING: F 65 1934
 BU0462_MARK LOGO: CGS   
 BU0462_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU0462_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0462+STABILITY: SURFACE MOTION
 BU0462_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0462+SATELLITE: SATELLITE OBSERVATIONS - June 08, 1993
 BU0462
 BU0462  HISTORY     - Date     Condition        Report By
 BU0462  HISTORY     - 1934     MONUMENTED       CGS
 BU0462  HISTORY     - 19890901 GOOD             ALHD
 BU0462  HISTORY     - 19930608 GOOD             ALHD
 BU0462
 BU0462                          STATION DESCRIPTION
 BU0462
 BU0462'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BU0462'3.9 MI SE FROM MCKENZIE.
 BU0462'IN CONECUH COUNTY, ABOUT 3.9 MILES SOUTHEAST ALONG THE LOUISVILLE AND
 BU0462'NASHVILLE RAILROAD FROM THE STATION AT MCKENZIE, BUTLER COUNTY, ABOUT
 BU0462'0.6 MILE NORTHWEST OF THE STATION AT BROOKS, COVINGTON COUNTY, ABOUT
 BU0462'0.2 MILE SOUTHEAST OF MILEPOST 560, 57 FEET SOUTHEAST OF THE CENTER OF
 BU0462'A ROAD CROSSING, AND 27 FEET NORTHEAST OF THE NORTHEAST RAIL.  A
 BU0462'STANDARD DISK, STAMPED F 65 1934 AND SET IN THE TOP OF A CONCRETE POST
 BU0462'PROJECTING ABOUT 3 INCHES ABOVE GROUND.
 BU0462
 BU0462                          STATION RECOVERY (1989)
 BU0462
 BU0462'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU0462'RECOVERED IN GOOD CONDITION.
 BU0462
 BU0462                          STATION RECOVERY (1993)
 BU0462
 BU0462'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1993 (JLD)
 BU0462'RECOVERED AS DESCRIBED EXCEPT THAT THE STATION IS IN COVINGTON COUNTY
 BU0462'AND NOT IN CONECUH COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0387 ***********************************************************************
 BU0387  DESIGNATION -  F 66
 BU0387  PID         -  BU0387
 BU0387  STATE/COUNTY-  AL/COVINGTON
 BU0387  USGS QUAD   -  WING (1971)
 BU0387
 BU0387                         *CURRENT SURVEY CONTROL
 BU0387  ___________________________________________________________________
 BU0387* NAD 83(1986)-  31 04 07.     (N)    086 34 30.     (W)     SCALED    
 BU0387* NAVD 88     -        78.098  (meters)     256.23   (feet)  ADJUSTED  
 BU0387  ___________________________________________________________________
 BU0387  GEOID HEIGHT-         -26.97  (meters)                     GEOID03
 BU0387  DYNAMIC HT  -          78.002 (meters)     255.91  (feet)  COMP
 BU0387  MODELED GRAV-     979,406.2   (mgal)                       NAVD 88
 BU0387
 BU0387  VERT ORDER  -  SECOND    CLASS 0
 BU0387
 BU0387.The horizontal coordinates were scaled from a topographic map and have
 BU0387.an estimated accuracy of +/- 6 seconds.
 BU0387
 BU0387.The orthometric height was determined by differential leveling
 BU0387.and adjusted by the National Geodetic Survey in June 1991..
 BU0387.WARNING-Repeat measurements at this control monument indicate possible
 BU0387.vertical movement.
 BU0387
 BU0387.The geoid height was determined by GEOID03.
 BU0387
 BU0387.The dynamic height is computed by dividing the NAVD 88
 BU0387.geopotential number by the normal gravity value computed on the
 BU0387.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0387.degrees latitude (g = 980.6199 gals.).
 BU0387
 BU0387.The modeled gravity was interpolated from observed gravity values.
 BU0387
 BU0387;                    North         East    Units  Estimated Accuracy
 BU0387;SPC AL E     -    63,270.      129,220.      MT  (+/- 180 meters Scaled)
 BU0387
 BU0387                          SUPERSEDED SURVEY CONTROL
 BU0387
 BU0387  NGVD 29 (??/??/92)   78.142  (m)          256.37   (f) ADJ UNCH    2 0
 BU0387
 BU0387.Superseded values are not recommended for survey control.
 BU0387.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0387.See file dsdata.txt to determine how the superseded data were derived.
 BU0387
 BU0387_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV405372(NAD 83)
 BU0387_MARKER: DB = BENCH MARK DISK
 BU0387_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0387_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0387_STAMPING: F 66 1934
 BU0387_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0387+STABILITY: SURFACE MOTION
 BU0387
 BU0387  HISTORY     - Date     Condition        Report By
 BU0387  HISTORY     - 1934     MONUMENTED       CGS
 BU0387  HISTORY     - 1955     GOOD             NGS
 BU0387
 BU0387                          STATION DESCRIPTION
 BU0387
 BU0387'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0387'18.55 MI SW FROM ANDALUSIA.
 BU0387'10.7 MILES SOUTHWEST ALONG U. S. HIGHWAY 29 FROM THE POST OFFICE AT
 BU0387'ANDALUSIA, THENCE 7.85 MILES SOUTH ALONG STATE HIGHWAY 88, 0.1 MILE
 BU0387'NORTH OF THE JUNCTION OF A ROAD LEADING SOUTHEAST, 38 1/2 FEET WEST OF
 BU0387'THE CENTER LINE OF THE HIGHWAY, 127 FEET SOUTH OF THE SOUTHEAST ONE OF
 BU0387'A GROUP OF 4 LARGE OAK TREES, 22 FEET WEST OF A FENCE LINE, 21 FEET
 BU0387'SOUTH-SOUTHEAST OF A 24-INCH PECAN TREE, 27 1/2 FEET NORTH-NORTHEAST
 BU0387'OF AN 18-INCH PECAN TREE, 5 FEET NORTH OF A WITNESS POST, 1 FOOT BELOW
 BU0387'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU0387'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0791 ***********************************************************************
 CM0791  DESIGNATION -  F 68
 CM0791  PID         -  CM0791
 CM0791  STATE/COUNTY-  AL/RUSSELL
 CM0791  USGS QUAD   -  PITTSVIEW (1984)
 CM0791
 CM0791                         *CURRENT SURVEY CONTROL
 CM0791  ___________________________________________________________________
 CM0791* NAD 83(1986)-  32 11 58.     (N)    085 13 36.     (W)     SCALED    
 CM0791* NAVD 88     -        91.997  (meters)     301.83   (feet)  ADJUSTED  
 CM0791  ___________________________________________________________________
 CM0791  GEOID HEIGHT-         -26.72  (meters)                     GEOID03
 CM0791  DYNAMIC HT  -          91.892 (meters)     301.48  (feet)  COMP
 CM0791  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 CM0791
 CM0791  VERT ORDER  -  SECOND    CLASS 0
 CM0791
 CM0791.The horizontal coordinates were scaled from a topographic map and have
 CM0791.an estimated accuracy of +/- 6 seconds.
 CM0791
 CM0791.The orthometric height was determined by differential leveling
 CM0791.and adjusted by the National Geodetic Survey in June 1991..
 CM0791
 CM0791.The geoid height was determined by GEOID03.
 CM0791
 CM0791.The dynamic height is computed by dividing the NAVD 88
 CM0791.geopotential number by the normal gravity value computed on the
 CM0791.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0791.degrees latitude (g = 980.6199 gals.).
 CM0791
 CM0791.The modeled gravity was interpolated from observed gravity values.
 CM0791
 CM0791;                    North         East    Units  Estimated Accuracy
 CM0791;SPC AL E     -   188,580.      257,200.      MT  (+/- 180 meters Scaled)
 CM0791
 CM0791                          SUPERSEDED SURVEY CONTROL
 CM0791
 CM0791  NGVD 29 (??/??/92)   92.018  (m)          301.90   (f) ADJ UNCH    2 0
 CM0791
 CM0791.Superseded values are not recommended for survey control.
 CM0791.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0791.See file dsdata.txt to determine how the superseded data were derived.
 CM0791
 CM0791_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA671639(NAD 83)
 CM0791_MARKER: DB = BENCH MARK DISK
 CM0791_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0791_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0791_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0791+STABILITY: SURFACE MOTION
 CM0791
 CM0791  HISTORY     - Date     Condition        Report By
 CM0791  HISTORY     - UNK      MONUMENTED       CGS
 CM0791
 CM0791                          STATION DESCRIPTION
 CM0791
 CM0791'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0791'4.1 MI W FROM PITTSVIEW.
 CM0791'F-68 IS LOCATED 4.1 MILES WEST OF THE SEABOARD AIR LINE RAILWAY
 CM0791'DEPOT AT PITTSVIEW, 0.15 OF A MILE SOUTHWEST OF MILE POST 765,
 CM0791'85 YARDS NORTHEAST OF A 3 FOOT CAST IRON CULVERT UNDER TRACK,
 CM0791'19.9 FEET SOUTHEAST OF SOUTHEAST RAIL OF TRACK.  STANDARD TABLET
 CM0791'SET IN TOP OF CONCRETE POST 7 INCHES HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1040 ***********************************************************************
 CM1040  DESIGNATION -  F 69
 CM1040  PID         -  CM1040
 CM1040  STATE/COUNTY-  AL/MACON
 CM1040  USGS QUAD   -  TUSKEGEE (1983)
 CM1040
 CM1040                         *CURRENT SURVEY CONTROL
 CM1040  ___________________________________________________________________
 CM1040* NAD 83(1986)-  32 28 46.     (N)    085 42 50.     (W)     SCALED    
 CM1040* NAVD 88     -        74.858  (meters)     245.60   (feet)  ADJUSTED  
 CM1040  ___________________________________________________________________
 CM1040  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CM1040  DYNAMIC HT  -          74.771 (meters)     245.31  (feet)  COMP
 CM1040  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 CM1040
 CM1040  VERT ORDER  -  FIRST     CLASS I
 CM1040
 CM1040.The horizontal coordinates were scaled from a topographic map and have
 CM1040.an estimated accuracy of +/- 6 seconds.
 CM1040
 CM1040.The orthometric height was determined by differential leveling
 CM1040.and adjusted by the National Geodetic Survey in June 1991..
 CM1040
 CM1040.The geoid height was determined by GEOID03.
 CM1040
 CM1040.The dynamic height is computed by dividing the NAVD 88
 CM1040.geopotential number by the normal gravity value computed on the
 CM1040.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1040.degrees latitude (g = 980.6199 gals.).
 CM1040
 CM1040.The modeled gravity was interpolated from observed gravity values.
 CM1040
 CM1040;                    North         East    Units  Estimated Accuracy
 CM1040;SPC AL E     -   219,470.      211,230.      MT  (+/- 180 meters Scaled)
 CM1040
 CM1040                          SUPERSEDED SURVEY CONTROL
 CM1040
 CM1040  NGVD 29 (??/??/92)   74.831  (m)          245.51   (f) ADJ UNCH    1 1
 CM1040
 CM1040.Superseded values are not recommended for survey control.
 CM1040.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1040.See file dsdata.txt to determine how the superseded data were derived.
 CM1040
 CM1040_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA208943(NAD 83)
 CM1040_MARKER: DB = BENCH MARK DISK
 CM1040_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1040_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1040_STAMPING: F 69 1934
 CM1040_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1040+STABILITY: SURFACE MOTION
 CM1040
 CM1040  HISTORY     - Date     Condition        Report By
 CM1040  HISTORY     - 1934     MONUMENTED       CGS
 CM1040  HISTORY     - 1968     GOOD             NGS
 CM1040
 CM1040                          STATION DESCRIPTION
 CM1040
 CM1040'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM1040'AT CHEHAW.
 CM1040'AT CHEHAW, ABOUT 145 YARDS SOUTH OF THE SOUTH SIDE OF THE
 CM1040'WESTERN RAILWAY OF ALABAMA STATION, IN THE Y FORK OF TWO
 CM1040'ABANDONED RAILWAY BEDS, 167 FEET SOUTH OF THE CENTER LINE OF A
 CM1040'NARROW DIRT ROAD, 28 1/2 FEET EAST OF THE CENTER LINE OF THE WEST
 CM1040'ONE OF THE TWO ABANDONED RAILWAY BEDS, 20 FEET WEST OF THE EAST
 CM1040'ONE OF THE TWO ABANDONED RAILWAY BEDS, 1.1 FEET EAST OF A METAL
 CM1040'WITNESS POST, ABOUT 2 FEET BELOW THE LEVEL OF THE RAILWAY BEDS
 CM1040'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES ABOVE
 CM1040'THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0925 ***********************************************************************
 BT0925  DESIGNATION -  F 71
 BT0925  PID         -  BT0925
 BT0925  STATE/COUNTY-  AL/HOUSTON
 BT0925  USGS QUAD   -  DOTHAN EAST (1981)
 BT0925
 BT0925                         *CURRENT SURVEY CONTROL
 BT0925  ___________________________________________________________________
 BT0925* NAD 83(1986)-  31 12 07.     (N)    085 17 34.     (W)     SCALED    
 BT0925* NAVD 88     -        78.060  (meters)     256.10   (feet)  ADJUSTED  
 BT0925  ___________________________________________________________________
 BT0925  GEOID HEIGHT-         -27.33  (meters)                     GEOID03
 BT0925  DYNAMIC HT  -          77.963 (meters)     255.78  (feet)  COMP
 BT0925  MODELED GRAV-     979,393.5   (mgal)                       NAVD 88
 BT0925
 BT0925  VERT ORDER  -  SECOND    CLASS 0
 BT0925
 BT0925.The horizontal coordinates were scaled from a topographic map and have
 BT0925.an estimated accuracy of +/- 6 seconds.
 BT0925
 BT0925.The orthometric height was determined by differential leveling
 BT0925.and adjusted by the National Geodetic Survey in June 1991..
 BT0925
 BT0925.The geoid height was determined by GEOID03.
 BT0925
 BT0925.The dynamic height is computed by dividing the NAVD 88
 BT0925.geopotential number by the normal gravity value computed on the
 BT0925.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0925.degrees latitude (g = 980.6199 gals.).
 BT0925
 BT0925.The modeled gravity was interpolated from observed gravity values.
 BT0925
 BT0925;                    North         East    Units  Estimated Accuracy
 BT0925;SPC AL E     -    77,950.      251,520.      MT  (+/- 180 meters Scaled)
 BT0925
 BT0925                          SUPERSEDED SURVEY CONTROL
 BT0925
 BT0925  NGVD 29 (??/??/92)   78.167  (m)          256.45   (f) ADJ UNCH    2 0
 BT0925
 BT0925.Superseded values are not recommended for survey control.
 BT0925.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0925.See file dsdata.txt to determine how the superseded data were derived.
 BT0925
 BT0925_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV626532(NAD 83)
 BT0925_MARKER: DB = BENCH MARK DISK
 BT0925_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0925_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0925_STAMPING: F 71 1934
 BT0925_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0925+STABILITY: SURFACE MOTION
 BT0925
 BT0925  HISTORY     - Date     Condition        Report By
 BT0925  HISTORY     - 1934     MONUMENTED       CGS
 BT0925
 BT0925                          STATION DESCRIPTION
 BT0925
 BT0925'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0925'0.8 MI NE FROM COWARTS.
 BT0925'0.8 MILE NORTHEAST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 BT0925'THE STATION AT COWARTS, HOUSTON COUNTY, 22 RAILS SOUTHWEST OF
 BT0925'MILEPOST S 285, 105 FEET SOUTHWEST OF A ROAD CROSSING, 71 FEET
 BT0925'EAST OF THE EAST END OF A SWITCH, 62 FEET SOUTHWEST OF THE
 BT0925'SOUTHEAST END OF A 3-FOOT CONCRETE CULVERT AND 26 FEET SOUTH OF
 BT0925'THE SOUTH RAIL.  A STANDARD DISK, STAMPED F 71 1934 AND SET IN
 BT0925'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0100 ***********************************************************************
 BV0100  DESIGNATION -  F 9
 BV0100  PID         -  BV0100
 BV0100  STATE/COUNTY-  AL/WASHINGTON
 BV0100  USGS QUAD   -  MC INTOSH (1982)
 BV0100
 BV0100                         *CURRENT SURVEY CONTROL
 BV0100  ___________________________________________________________________
 BV0100* NAD 83(1986)-  31 20 23.     (N)    088 00 30.     (W)     SCALED    
 BV0100* NAVD 88     -         8.383  (meters)      27.50   (feet)  ADJUSTED  
 BV0100  ___________________________________________________________________
 BV0100  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BV0100  DYNAMIC HT  -           8.373 (meters)      27.47  (feet)  COMP
 BV0100  MODELED GRAV-     979,408.2   (mgal)                       NAVD 88
 BV0100
 BV0100  VERT ORDER  -  FIRST     CLASS II
 BV0100
 BV0100.The horizontal coordinates were scaled from a topographic map and have
 BV0100.an estimated accuracy of +/- 6 seconds.
 BV0100
 BV0100.The orthometric height was determined by differential leveling
 BV0100.and adjusted by the National Geodetic Survey in June 1991..
 BV0100
 BV0100.The geoid height was determined by GEOID03.
 BV0100
 BV0100.The dynamic height is computed by dividing the NAVD 88
 BV0100.geopotential number by the normal gravity value computed on the
 BV0100.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0100.degrees latitude (g = 980.6199 gals.).
 BV0100
 BV0100.The modeled gravity was interpolated from observed gravity values.
 BV0100
 BV0100;                    North         East    Units  Estimated Accuracy
 BV0100;SPC AL W     -   148,630.      551,630.      MT  (+/- 180 meters Scaled)
 BV0100
 BV0100                          SUPERSEDED SURVEY CONTROL
 BV0100
 BV0100  NGVD 29 (??/??/92)    8.370  (m)           27.46   (f) ADJ UNCH    1 2
 BV0100
 BV0100.Superseded values are not recommended for survey control.
 BV0100.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0100.See file dsdata.txt to determine how the superseded data were derived.
 BV0100
 BV0100_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV040676(NAD 83)
 BV0100_MARKER: DB = BENCH MARK DISK
 BV0100_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0100_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0100_STAMPING: F 9 ELEV. 27.490 FT.
 BV0100_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0100+STABILITY: SURFACE MOTION
 BV0100
 BV0100  HISTORY     - Date     Condition        Report By
 BV0100  HISTORY     - UNK      MONUMENTED       CGS
 BV0100  HISTORY     - 1951     GOOD             NGS
 BV0100  HISTORY     - 1977     MARK NOT FOUND   USGS
 BV0100
 BV0100                          STATION DESCRIPTION
 BV0100
 BV0100'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BV0100'5.8 MI N FROM MCINTOSH.
 BV0100'ABOUT 5.8 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BV0100'MCINTOSH, AT TOINETTE, ABOUT 0.35 MILE SOUTH OF MILE POST 102, 22.3
 BV0100'FEET EAST OF EAST RAIL OF MAIN TRACK, 16 FEET NORTH-NORTHEAST OF
 BV0100'STATION SIGN, 32 1/2 FEET WEST OF A FENCE LINE, 255 FEET
 BV0100'SOUTH-SOUTHEAST OF CENTER OF A ROAD CROSSING, ABOUT 161 YARDS NORTH OF
 BV0100'NORTH END OF A LONG TRESTLE, 237 FEET SOUTHEAST AND ACROSS TRACK FROM
 BV0100'A SWITCH STAND AT NORTH END OF A SIDE TRACK, 1 FOOT WEST OF A WHITE
 BV0100'WOODEN WITNESS POST, ABOUT 2 1/2 FEET BELOW THE TRACK AND SET IN THE
 BV0100'TOP OF A CONCRETE POST ABOUT FLUSH WITH GROUND.
 BV0100
 BV0100                          STATION RECOVERY (1977)
 BV0100
 BV0100'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1977
 BV0100'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0003 ***********************************************************************
 DJ0003  DESIGNATION -  F 94
 DJ0003  PID         -  DJ0003
 DJ0003  STATE/COUNTY-  AL/LAMAR
 DJ0003  USGS QUAD   -  BEAVERTON (1985)
 DJ0003
 DJ0003                         *CURRENT SURVEY CONTROL
 DJ0003  ___________________________________________________________________
 DJ0003* NAD 83(1986)-  33 54 50.     (N)    088 03 54.     (W)     SCALED    
 DJ0003* NAVD 88     -       103.346  (meters)     339.06   (feet)  ADJUSTED  
 DJ0003  ___________________________________________________________________
 DJ0003  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 DJ0003  DYNAMIC HT  -         103.241 (meters)     338.72  (feet)  COMP
 DJ0003  MODELED GRAV-     979,619.7   (mgal)                       NAVD 88
 DJ0003
 DJ0003  VERT ORDER  -  SECOND    CLASS 0
 DJ0003
 DJ0003.The horizontal coordinates were scaled from a topographic map and have
 DJ0003.an estimated accuracy of +/- 6 seconds.
 DJ0003
 DJ0003.The orthometric height was determined by differential leveling
 DJ0003.and adjusted by the National Geodetic Survey in June 1991..
 DJ0003
 DJ0003.The geoid height was determined by GEOID03.
 DJ0003
 DJ0003.The dynamic height is computed by dividing the NAVD 88
 DJ0003.geopotential number by the normal gravity value computed on the
 DJ0003.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0003.degrees latitude (g = 980.6199 gals.).
 DJ0003
 DJ0003.The modeled gravity was interpolated from observed gravity values.
 DJ0003
 DJ0003;                    North         East    Units  Estimated Accuracy
 DJ0003;SPC AL W     -   434,110.      547,750.      MT  (+/- 180 meters Scaled)
 DJ0003
 DJ0003                          SUPERSEDED SURVEY CONTROL
 DJ0003
 DJ0003  NGVD 29 (??/??/92)  103.304  (m)          338.92   (f) ADJ UNCH    2 0
 DJ0003
 DJ0003.Superseded values are not recommended for survey control.
 DJ0003.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0003.See file dsdata.txt to determine how the superseded data were derived.
 DJ0003
 DJ0003_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC015531(NAD 83)
 DJ0003_MARKER: DB = BENCH MARK DISK
 DJ0003_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DJ0003_SP_SET: CONCRETE BASE
 DJ0003_STAMPING: F 94 1935
 DJ0003_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0003
 DJ0003  HISTORY     - Date     Condition        Report By
 DJ0003  HISTORY     - 1935     MONUMENTED       CGS
 DJ0003  HISTORY     - 1944     MARK NOT FOUND   NGS
 DJ0003
 DJ0003                          STATION DESCRIPTION
 DJ0003
 DJ0003'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ0003'2.8 MI W FROM BEAVERTON.
 DJ0003'2.8 MILES WEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 DJ0003'STATION AT BEAVERTON, LAMAR COUNTY, ONE POLE WEST OF POLE 639/5, AT
 DJ0003'THE NORTHEAST CONCRETE BASE OF A WATER TANK, IN THE CENTER OF THE TOP
 DJ0003'OF THE NORTH SIDE, AND 12 FEET SOUTH OF THE CENTERLINE OF THE TRACK. A
 DJ0003'STANDARD DISK, STAMPED F 94 1935.  NOTE-- LOCATION HAS BEEN FILLED
 DJ0003'WITH CINDERS TO TOP OF CONCRETE PIERS.
 DJ0003
 DJ0003                          STATION RECOVERY (1944)
 DJ0003
 DJ0003'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DJ0003'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1762 ***********************************************************************
 DH1762  DESIGNATION -  F 95
 DH1762  PID         -  DH1762
 DH1762  STATE/COUNTY-  AL/FAYETTE
 DH1762  USGS QUAD   -  GLEN ALLEN (1983)
 DH1762
 DH1762                         *CURRENT SURVEY CONTROL
 DH1762  ___________________________________________________________________
 DH1762* NAD 83(1986)-  33 54 33.     (N)    087 38 35.     (W)     SCALED    
 DH1762* NAVD 88     -       170.602  (meters)     559.72   (feet)  ADJUSTED  
 DH1762  ___________________________________________________________________
 DH1762  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 DH1762  DYNAMIC HT  -         170.426 (meters)     559.14  (feet)  COMP
 DH1762  MODELED GRAV-     979,602.7   (mgal)                       NAVD 88
 DH1762
 DH1762  VERT ORDER  -  SECOND    CLASS 0
 DH1762
 DH1762.The horizontal coordinates were scaled from a topographic map and have
 DH1762.an estimated accuracy of +/- 6 seconds.
 DH1762
 DH1762.The orthometric height was determined by differential leveling
 DH1762.and adjusted by the National Geodetic Survey in June 1991..
 DH1762
 DH1762.The geoid height was determined by GEOID03.
 DH1762
 DH1762.The dynamic height is computed by dividing the NAVD 88
 DH1762.geopotential number by the normal gravity value computed on the
 DH1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1762.degrees latitude (g = 980.6199 gals.).
 DH1762
 DH1762.The modeled gravity was interpolated from observed gravity values.
 DH1762
 DH1762;                    North         East    Units  Estimated Accuracy
 DH1762;SPC AL W     -   433,450.      586,770.      MT  (+/- 180 meters Scaled)
 DH1762
 DH1762                          SUPERSEDED SURVEY CONTROL
 DH1762
 DH1762  NGVD 29 (??/??/92)  170.559  (m)          559.58   (f) ADJ UNCH    2 0
 DH1762
 DH1762.Superseded values are not recommended for survey control.
 DH1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1762.See file dsdata.txt to determine how the superseded data were derived.
 DH1762
 DH1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC405522(NAD 83)
 DH1762_MARKER: DB = BENCH MARK DISK
 DH1762_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1762_SP_SET: CULVERT
 DH1762_STAMPING: F 95 1935
 DH1762_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1762
 DH1762  HISTORY     - Date     Condition        Report By
 DH1762  HISTORY     - 1935     MONUMENTED       CGS
 DH1762  HISTORY     - 1944     GOOD             SLSFRR
 DH1762
 DH1762                          STATION DESCRIPTION
 DH1762
 DH1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1762'1.9 MI W FROM ELDRIDGE.
 DH1762'IN FAYETTE COUNTY, 1.9 MILES ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 DH1762'FROM THE STATION AT ELDRIDGE, WALKER COUNTY, ONE POLE EAST OF MILEPOST
 DH1762'667, AT A ROAD CROSSING, 75 FEET WEST OF THE CENTERLINE OF THE ROAD,
 DH1762'12 FEET NORTH OF THE CENTERLINE OF THE TRACK, AT A CONCRETE CULVERT,
 DH1762'AND IN THE TOP OF THE WEST END OF THE NORTH HEADWALL.  A STANDARD
 DH1762'DISK, STAMPED F 95 1935.
 DH1762
 DH1762                          STATION RECOVERY (1944)
 DH1762
 DH1762'RECOVERY NOTE BY ST LOUIS SAN FRANCISCO RAILROAD 1944
 DH1762'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0891 ***********************************************************************
 EF0891  DESIGNATION -  F 96
 EF0891  PID         -  EF0891
 EF0891  STATE/COUNTY-  AL/WINSTON
 EF0891  USGS QUAD   -  POPLAR SPRINGS (1969)
 EF0891
 EF0891                         *CURRENT SURVEY CONTROL
 EF0891  ___________________________________________________________________
 EF0891* NAD 83(1986)-  34 00 50.     (N)    087 29 28.     (W)     SCALED    
 EF0891* NAVD 88     -       200.028  (meters)     656.26   (feet)  ADJUSTED  
 EF0891  ___________________________________________________________________
 EF0891  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 EF0891  DYNAMIC HT  -         199.826 (meters)     655.60  (feet)  COMP
 EF0891  MODELED GRAV-     979,618.4   (mgal)                       NAVD 88
 EF0891
 EF0891  VERT ORDER  -  SECOND    CLASS 0
 EF0891
 EF0891.The horizontal coordinates were scaled from a topographic map and have
 EF0891.an estimated accuracy of +/- 6 seconds.
 EF0891
 EF0891.The orthometric height was determined by differential leveling
 EF0891.and adjusted by the National Geodetic Survey in June 1991..
 EF0891
 EF0891.The geoid height was determined by GEOID03.
 EF0891
 EF0891.The dynamic height is computed by dividing the NAVD 88
 EF0891.geopotential number by the normal gravity value computed on the
 EF0891.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0891.degrees latitude (g = 980.6199 gals.).
 EF0891
 EF0891.The modeled gravity was interpolated from observed gravity values.
 EF0891
 EF0891;                    North         East    Units  Estimated Accuracy
 EF0891;SPC AL W     -   445,060.      600,820.      MT  (+/- 180 meters Scaled)
 EF0891
 EF0891                          SUPERSEDED SURVEY CONTROL
 EF0891
 EF0891  NGVD 29 (??/??/92)  199.992  (m)          656.14   (f) ADJ UNCH    2 0
 EF0891
 EF0891.Superseded values are not recommended for survey control.
 EF0891.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0891.See file dsdata.txt to determine how the superseded data were derived.
 EF0891
 EF0891_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC546638(NAD 83)
 EF0891_MARKER: DB = BENCH MARK DISK
 EF0891_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0891_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0891_STAMPING: F-96 1935
 EF0891_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0891+STABILITY: SURFACE MOTION
 EF0891
 EF0891  HISTORY     - Date     Condition        Report By
 EF0891  HISTORY     - 1935     MONUMENTED       CGS
 EF0891
 EF0891                          STATION DESCRIPTION
 EF0891
 EF0891'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 EF0891'2.1 MI N FROM NAUVOO.
 EF0891'ALONG THE SOUTHERN RAILROAD, 175 FEET NORTHWEST OF MILEPOST 66, 45
 EF0891'FEET SOUTHWEST OF THE CENTERLINE OF THE RAILROAD, AT NORTHEAST CORNER
 EF0891'OF THE CEMETERY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1531 ***********************************************************************
 DH1531  DESIGNATION -  F 97
 DH1531  PID         -  DH1531
 DH1531  STATE/COUNTY-  AL/WALKER
 DH1531  USGS QUAD   -  DORA (1983)
 DH1531
 DH1531                         *CURRENT SURVEY CONTROL
 DH1531  ___________________________________________________________________
 DH1531* NAD 83(1986)-  33 44 24.     (N)    087 07 18.     (W)     SCALED    
 DH1531* NAVD 88     -       115.037  (meters)     377.42   (feet)  ADJUSTED  
 DH1531  ___________________________________________________________________
 DH1531  GEOID HEIGHT-         -28.29  (meters)                     GEOID03
 DH1531  DYNAMIC HT  -         114.917 (meters)     377.02  (feet)  COMP
 DH1531  MODELED GRAV-     979,593.7   (mgal)                       NAVD 88
 DH1531
 DH1531  VERT ORDER  -  SECOND    CLASS 0
 DH1531
 DH1531.The horizontal coordinates were scaled from a topographic map and have
 DH1531.an estimated accuracy of +/- 6 seconds.
 DH1531
 DH1531.The orthometric height was determined by differential leveling
 DH1531.and adjusted by the National Geodetic Survey in June 1991..
 DH1531
 DH1531.The geoid height was determined by GEOID03.
 DH1531
 DH1531.The dynamic height is computed by dividing the NAVD 88
 DH1531.geopotential number by the normal gravity value computed on the
 DH1531.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1531.degrees latitude (g = 980.6199 gals.).
 DH1531
 DH1531.The modeled gravity was interpolated from observed gravity values.
 DH1531
 DH1531;                    North         East    Units  Estimated Accuracy
 DH1531;SPC AL W     -   414,750.      635,060.      MT  (+/- 180 meters Scaled)
 DH1531
 DH1531                          SUPERSEDED SURVEY CONTROL
 DH1531
 DH1531  NGVD 29 (??/??/92)  115.016  (m)          377.35   (f) ADJ UNCH    2 0
 DH1531
 DH1531.Superseded values are not recommended for survey control.
 DH1531.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1531.See file dsdata.txt to determine how the superseded data were derived.
 DH1531
 DH1531_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC887333(NAD 83)
 DH1531_MARKER: DB = BENCH MARK DISK
 DH1531_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1531_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1531_STAMPING: F-97 1935
 DH1531_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1531+STABILITY: SURFACE MOTION
 DH1531
 DH1531  HISTORY     - Date     Condition        Report By
 DH1531  HISTORY     - 1935     MONUMENTED       CGS
 DH1531  HISTORY     - 1971     MARK NOT FOUND   USGS
 DH1531
 DH1531                          STATION DESCRIPTION
 DH1531
 DH1531'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1531'1.4 MI W FROM DORA.
 DH1531'ALONG THE ST. LOUIS AND SAN FRANCISCO RAILROAD, 1 POLE EAST OF
 DH1531'MILEPOST 706., 50 FEET WEST OF THE WEST END OF A CUT, 30 FEET WEST OF
 DH1531'A RAILROAD CROSSING, AND 15 FEET SOUTH OF THE CENTERLINE OF THE TRACK.
 DH1531
 DH1531                          STATION RECOVERY (1971)
 DH1531
 DH1531'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 DH1531'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1659 ***********************************************************************
 DH1659  DESIGNATION -  F 98
 DH1659  PID         -  DH1659
 DH1659  STATE/COUNTY-  AL/FAYETTE
 DH1659  USGS QUAD   -  BANKSTON (1983)
 DH1659
 DH1659                         *CURRENT SURVEY CONTROL
 DH1659  ___________________________________________________________________
 DH1659* NAD 83(1986)-  33 39 19.     (N)    087 39 58.     (W)     SCALED    
 DH1659* NAVD 88     -       108.868  (meters)     357.18   (feet)  ADJUSTED  
 DH1659  ___________________________________________________________________
 DH1659  GEOID HEIGHT-         -27.96  (meters)                     GEOID03
 DH1659  DYNAMIC HT  -         108.754 (meters)     356.80  (feet)  COMP
 DH1659  MODELED GRAV-     979,591.4   (mgal)                       NAVD 88
 DH1659
 DH1659  VERT ORDER  -  SECOND    CLASS 0
 DH1659
 DH1659.The horizontal coordinates were scaled from a topographic map and have
 DH1659.an estimated accuracy of +/- 6 seconds.
 DH1659
 DH1659.The orthometric height was determined by differential leveling
 DH1659.and adjusted by the National Geodetic Survey in June 1991..
 DH1659
 DH1659.The geoid height was determined by GEOID03.
 DH1659
 DH1659.The dynamic height is computed by dividing the NAVD 88
 DH1659.geopotential number by the normal gravity value computed on the
 DH1659.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1659.degrees latitude (g = 980.6199 gals.).
 DH1659
 DH1659.The modeled gravity was interpolated from observed gravity values.
 DH1659
 DH1659;                    North         East    Units  Estimated Accuracy
 DH1659;SPC AL W     -   405,300.      584,590.      MT  (+/- 180 meters Scaled)
 DH1659
 DH1659                          SUPERSEDED SURVEY CONTROL
 DH1659
 DH1659  NGVD 29 (??/??/92)  108.836  (m)          357.07   (f) ADJ UNCH    2 0
 DH1659
 DH1659.Superseded values are not recommended for survey control.
 DH1659.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1659.See file dsdata.txt to determine how the superseded data were derived.
 DH1659
 DH1659_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC382241(NAD 83)
 DH1659_MARKER: DB = BENCH MARK DISK
 DH1659_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1659_SP_SET: CULVERT
 DH1659_STAMPING: F-98 1935
 DH1659_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1659
 DH1659  HISTORY     - Date     Condition        Report By
 DH1659  HISTORY     - 1935     MONUMENTED       CGS
 DH1659  HISTORY     - 1957     GOOD             SHELL
 DH1659  HISTORY     - 1987     GOOD             LOCSUR
 DH1659
 DH1659                          STATION DESCRIPTION
 DH1659
 DH1659'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1659'1.3 MI S FROM BANKSTON.
 DH1659'ALONG STATE HIGHWAY NO. 13, ABOUT 500 FEET SOUTH OF A SIDE ROAD TO THE
 DH1659'WEST, IN THE NORTHEAST HEADWALL OF A LARGE CONCRETE CULVERT THROUGH
 DH1659'WHICH A CREEK FLOWS.
 DH1659
 DH1659                          STATION RECOVERY (1957)
 DH1659
 DH1659'RECOVERY NOTE BY SHELL OIL COMPANY 1957
 DH1659'RECOVERED IN GOOD CONDITION.
 DH1659
 DH1659                          STATION RECOVERY (1987)
 DH1659
 DH1659'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1987 (RW)
 DH1659'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1578 ***********************************************************************
 DH1578  DESIGNATION -  F 99
 DH1578  PID         -  DH1578
 DH1578  STATE/COUNTY-  AL/WALKER
 DH1578  USGS QUAD   -  PARRISH (1981)
 DH1578
 DH1578                         *CURRENT SURVEY CONTROL
 DH1578  ___________________________________________________________________
 DH1578* NAD 83(1986)-  33 43 12.     (N)    087 19 00.     (W)     SCALED    
 DH1578* NAVD 88     -       109.666  (meters)     359.80   (feet)  ADJUSTED  
 DH1578  ___________________________________________________________________
 DH1578  GEOID HEIGHT-         -28.03  (meters)                     GEOID03
 DH1578  DYNAMIC HT  -         109.552 (meters)     359.42  (feet)  COMP
 DH1578  MODELED GRAV-     979,599.5   (mgal)                       NAVD 88
 DH1578
 DH1578  VERT ORDER  -  SECOND    CLASS 0
 DH1578
 DH1578.The horizontal coordinates were scaled from a topographic map and have
 DH1578.an estimated accuracy of +/- 6 seconds.
 DH1578
 DH1578.The orthometric height was determined by differential leveling
 DH1578.and adjusted by the National Geodetic Survey in June 1991..
 DH1578
 DH1578.The geoid height was determined by GEOID03.
 DH1578
 DH1578.The dynamic height is computed by dividing the NAVD 88
 DH1578.geopotential number by the normal gravity value computed on the
 DH1578.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1578.degrees latitude (g = 980.6199 gals.).
 DH1578
 DH1578.The modeled gravity was interpolated from observed gravity values.
 DH1578
 DH1578;                    North         East    Units  Estimated Accuracy
 DH1578;SPC AL W     -   412,480.      616,990.      MT  (+/- 180 meters Scaled)
 DH1578
 DH1578                          SUPERSEDED SURVEY CONTROL
 DH1578
 DH1578  NGVD 29 (??/??/92)  109.641  (m)          359.71   (f) ADJ UNCH    2 0
 DH1578
 DH1578.Superseded values are not recommended for survey control.
 DH1578.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1578.See file dsdata.txt to determine how the superseded data were derived.
 DH1578
 DH1578_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC706311(NAD 83)
 DH1578_MARKER: DB = BENCH MARK DISK
 DH1578_SETTING: 66 = SET IN ROCK OUTCROP
 DH1578_SP_SET: ROCK OUTCROP
 DH1578_STAMPING: F 99 1935
 DH1578_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1578+STABILITY: POSITION/ELEVATION WELL
 DH1578
 DH1578  HISTORY     - Date     Condition        Report By
 DH1578  HISTORY     - 1935     MONUMENTED       CGS
 DH1578
 DH1578                          STATION DESCRIPTION
 DH1578
 DH1578'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1578'2.0 MI W FROM PARRISH.
 DH1578'2.0 MILES WEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT PARRISH,
 DH1578'WALKER COUNTY, 60 FEET WEST OF A WOODEN OVERPASS (STATE HIGHWAY 18), 8
 DH1578'FEET SOUTH OF THE CENTERLINE OF THE TRACK, IN THE TOP OF A ROCK
 DH1578'OUTCROP, AND 1 FOOT ABOVE THE LEVEL OF THE RAIL.  A STANDARD DISK,
 DH1578'STAMPED F 99 1935.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4936 ***********************************************************************
 BG4936  DESIGNATION -  FAA AL 15 A
 BG4936  PID         -  BG4936
 BG4936  STATE/COUNTY-  AL/BALDWIN
 BG4936  USGS QUAD   -  GULF SHORES (1980)
 BG4936
 BG4936                         *CURRENT SURVEY CONTROL
 BG4936  ___________________________________________________________________
 BG4936* NAD 83(1992)-  30 17 20.50644(N)    087 40 30.59720(W)     ADJUSTED  
 BG4936* NAVD 88     -         4.105  (meters)      13.47   (feet)  ADJUSTED  
 BG4936  ___________________________________________________________________
 BG4936  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BG4936  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BG4936  DYNAMIC HT  -           4.100 (meters)      13.45  (feet)  COMP
 BG4936  MODELED GRAV-     979,329.3   (mgal)                       NAVD 88
 BG4936
 BG4936  HORZ ORDER  -  THIRD
 BG4936  VERT ORDER  -  FIRST     CLASS II
 BG4936
 BG4936.This mark is at Jack Edwards Airport (AL15)
 BG4936
 BG4936.The horizontal coordinates were established by GPS observations
 BG4936.and adjusted by the National Geodetic Survey in December 1992..
 BG4936
 BG4936.The orthometric height was determined by differential leveling
 BG4936.and adjusted by the National Geodetic Survey in July 2002..
 BG4936
 BG4936.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4936
 BG4936.The geoid height was determined by GEOID03.
 BG4936
 BG4936.The dynamic height is computed by dividing the NAVD 88
 BG4936.geopotential number by the normal gravity value computed on the
 BG4936.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4936.degrees latitude (g = 980.6199 gals.).
 BG4936
 BG4936.The modeled gravity was interpolated from observed gravity values.
 BG4936
 BG4936;                    North         East     Units Scale Factor Converg.
 BG4936;SPC AL W     -    32,051.194   583,149.196   MT  0.99993684   -0 05 18.1
 BG4936;SPC FL N     -   147,138.869   294,586.266   MT  0.99995068   -1 35 44.2
 BG4936;SPC FL N     -   482,738.11    966,488.44   sFT  0.99995068   -1 35 44.2
 BG4936;UTM  16      - 3,351,005.829   435,070.596   MT  0.99965201   -0 20 25.9
 BG4936
 BG4936!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4936!SPC AL W     -   1.00000370  x   0.99993684  =   0.99994054
 BG4936!SPC FL N     -   1.00000370  x   0.99995068  =   0.99995438
 BG4936!UTM  16      -   1.00000370  x   0.99965201  =   0.99965571
 BG4936
 BG4936:                Primary Azimuth Mark                     Grid Az
 BG4936:SPC AL W     -  FAA AL 15 B                              089 59 18.8
 BG4936:SPC FL N     -  FAA AL 15 B                              091 29 44.9
 BG4936:UTM  16      -  FAA AL 15 B                              090 14 26.6
 BG4936
 BG4936|---------------------------------------------------------------------|
 BG4936| PID    Reference Object                     Distance      Geod. Az  |
 BG4936|                                                           dddmmss.s |
 BG4936| BG4937 FAA AL 15 B                         470.389 METERS 0895400.7 |
 BG4936|---------------------------------------------------------------------|
 BG4936
 BG4936                          SUPERSEDED SURVEY CONTROL
 BG4936
 BG4936  NAD 83(1992)-  30 17 20.52580(N)    087 40 30.59960(W) AD(       ) 3
 BG4936  NGVD 29 (08/21/91)    3.9    (m)           13.     (f) GPS OBS        
 BG4936
 BG4936.Superseded values are not recommended for survey control.
 BG4936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4936.See file dsdata.txt to determine how the superseded data were derived.
 BG4936
 BG4936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3507151006(NAD 83)
 BG4936_MARKER: DH = HORIZONTAL CONTROL DISK
 BG4936_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG4936_SP_SET: HEADWALL
 BG4936_STAMPING: FAA AL15 A 1991
 BG4936_MARK LOGO: NGS   
 BG4936_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4936_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4936+STABILITY: SURFACE MOTION
 BG4936_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4936+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1996
 BG4936
 BG4936  HISTORY     - Date     Condition        Report By
 BG4936  HISTORY     - 1991     MONUMENTED       NGS
 BG4936  HISTORY     - 19960228 GOOD             NGS
 BG4936  HISTORY     - 20030201 MARK NOT FOUND   BWSC
 BG4936
 BG4936                          STATION DESCRIPTION
 BG4936
 BG4936'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BG4936'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH OF GULF SHORES,
 BG4936'12.8 KM (8.0 MI) SOUTH OF FOLEY, AT THE JACK EDWARDS/GULF SHORES
 BG4936'AIRPORT, ON THE SOUTH SIDE OF THE TAXI AND IN TOP OF THE HEAD WALL OF
 BG4936'A CULVERT. OWNERSHIP--CITY OF GULF SHORES, P.O. BOX 299, GULF SHORES,
 BG4936'AL 36524.  PHONE 205-968-2425, AIRPORT MANAGER IS RAY VAUGHT, PHONE
 BG4936'205-968-6358.
 BG4936'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND 29TH
 BG4936'AVENUE LOCATED ABOUT 4.8 KM (3.0 MI) NORTH OF GULF SHORES, 0.32 KM
 BG4936'(0.20 MI) NORTH OF THE NORTH END OF THE HIGHWAY 59 BRIDGE OVER THE
 BG4936'INTRACOSTAL WATERWAY AND 0.08 KM (0.05 MI) SOUTH OF THE ALABAMA GULF
 BG4936'COAST WELCOME CENTER ON THE WEST SIDE OF HIGHWAY 59, GO EAST ON 29TH
 BG4936'AVENUE FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF 2ND STREET AND THE
 BG4936'AIRPORT ENTRANCE STRAIGHT AHEAD.  CONTINUE EAST ACROSS 2ND STREET AND
 BG4936'ONTO THE AIRPORT ENTRANCE ROAD FOR 0.64 KM (0.40 MI) TO THE PARKING
 BG4936'AREA. TURN RIGHT, EAST, TO A GATE AND THE AIRPORT OFFICE ON THE LEFT.
 BG4936'PASS THRU THE GATE AND ONTO THE APRON.  BEAR LEFT, NORTHEASTERLY,
 BG4936'ACROSS THE APRON TO THE JUNCTION OF THE TAXI.  TURN RIGHT, EAST, ON
 BG4936'THE TAXI FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF RUNWAY 35-17. CROSS
 BG4936'THE RUNWAY AND CONTINUE EAST ON THE TAXI FOR 0.16 KM (0.10 MI) TO THE
 BG4936'STATION ON THE RIGHT.
 BG4936'THE STATION IS IN TOP OF THE EAST END OF THE HEAD WALL OF A CULVERT
 BG4936'UNDER THE TAXIWAY LOCATED 34.5 M (113.2 FT) SOUTHEAST OF A TAXI LIGHT
 BG4936'WITH TAG NUMBER 7, 23.7 M (77.8 FT) SOUTHWEST OF A TAXI LIGHT WITH
 BG4936'TAG NUMBER 8, 18.5 M (60.7 FT) SOUTH OF THE CENTER OF THE TAXI AND
 BG4936'0.2 M (0.7 FT) WEST OF A FIBERGLASS WITNESS POST.
 BG4936
 BG4936                          STATION RECOVERY (1996)
 BG4936
 BG4936'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BG4936'2.3 KM (1.40 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 BG4936'STATE HIGHWAY 180 IN GULF SHORES, THENCE 0.3 KM (0.20 MI) EASTERLY
 BG4936'ALONG EAST 29TH AVENUE, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG THE
 BG4936'GULF SHORES JACK EDWARDS AIRPORT ENTRANCE ROAD, THENCE 0.2 KM (0.10
 BG4936'MI) NORTHEASTERLY ACROSS AN APRON, THENCE 0.3 KM (0.20 MI) EASTERLY
 BG4936'ALONG A TAXIWAY, IN TOP OF AND 0.1 M (0.3 FT) WEST OF THE EAST END OF
 BG4936'THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE TAXIWAY, 165.0 M
 BG4936'(541.3 FT) EAST OF THE CENTERLINE OF RUNWAY 35-17, 18.4 M (60.4 FT)
 BG4936'SOUTH OF THE TAXIWAY CENTERLINE, 0.3 M (1.0 FT) BELOW THE LEVEL OF THE
 BG4936'TAXIWAY, AND 0.2 M (0.7 FT) WEST OF A WITNESS POST.  NOTE--THE
 BG4936'MONUMENT IS ON PROPERTY OWNED BY THE GULF SHORES JACK EDWARDS AIRPORT.
 BG4936'TO GAIN ENTRANCE TO THE MONUMENT, CONTACT--THE AIRPORT MANAGER, P.O.
 BG4936'BOX 2287, GULF SHORES, AL 36547, TELEPHONE NUMBER (334) 968-6380.
 BG4936
 BG4936                          STATION RECOVERY (2003)
 BG4936
 BG4936'RECOVERY NOTE BY BARGE WAGGONER SUMNER AND CANNON 2003 (JRF)
 BG4936'THIS POINT WAS DESTROYED WHEN THE TAXIWAY WAS RESURFACED AND THE
 BG4936'DRAINAGE AREA IMPROVED.  ANOTHER POINTS NEEDS TO BE SET AT THIS
 BG4936'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4937 ***********************************************************************
 BG4937  DESIGNATION -  FAA AL 15 B
 BG4937  PID         -  BG4937
 BG4937  STATE/COUNTY-  AL/BALDWIN
 BG4937  USGS QUAD   -  GULF SHORES (1980)
 BG4937
 BG4937                         *CURRENT SURVEY CONTROL
 BG4937  ___________________________________________________________________
 BG4937* NAD 83(1992)-  30 17 20.53272(N)    087 40 12.99532(W)     ADJUSTED  
 BG4937* NAVD 88     -         3.703  (meters)      12.15   (feet)  ADJUSTED  
 BG4937  ___________________________________________________________________
 BG4937  LAPLACE CORR-           0.95  (seconds)                    DEFLEC99
 BG4937  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BG4937  DYNAMIC HT  -           3.699 (meters)      12.14  (feet)  COMP
 BG4937  MODELED GRAV-     979,329.4   (mgal)                       NAVD 88
 BG4937
 BG4937  HORZ ORDER  -  THIRD
 BG4937  VERT ORDER  -  FIRST     CLASS II
 BG4937
 BG4937.This mark is at Jack Edwards Airport (AL15)
 BG4937
 BG4937.The horizontal coordinates were established by GPS observations
 BG4937.and adjusted by the National Geodetic Survey in December 1992..
 BG4937
 BG4937.The orthometric height was determined by differential leveling
 BG4937.and adjusted by the National Geodetic Survey in July 2002..
 BG4937
 BG4937.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4937
 BG4937.The geoid height was determined by GEOID03.
 BG4937
 BG4937.The dynamic height is computed by dividing the NAVD 88
 BG4937.geopotential number by the normal gravity value computed on the
 BG4937.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG4937.degrees latitude (g = 980.6199 gals.).
 BG4937
 BG4937.The modeled gravity was interpolated from observed gravity values.
 BG4937
 BG4937;                    North         East     Units Scale Factor Converg.
 BG4937;SPC AL W     -    32,051.288   583,619.555   MT  0.99993664   -0 05 09.2
 BG4937;UTM  16      - 3,351,003.854   435,540.817   MT  0.99965126   -0 20 17.1
 BG4937
 BG4937!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4937!SPC AL W     -   1.00000376  x   0.99993664  =   0.99994040
 BG4937!UTM  16      -   1.00000376  x   0.99965126  =   0.99965502
 BG4937
 BG4937:                Primary Azimuth Mark                     Grid Az
 BG4937:SPC AL W     -  FAA AL 15 A                              269 59 18.8
 BG4937:UTM  16      -  FAA AL 15 A                              270 14 26.7
 BG4937
 BG4937|---------------------------------------------------------------------|
 BG4937| PID    Reference Object                     Distance      Geod. Az  |
 BG4937|                                                           dddmmss.s |
 BG4937| BG4936 FAA AL 15 A                         470.389 METERS 2695409.6 |
 BG4937|---------------------------------------------------------------------|
 BG4937
 BG4937                          SUPERSEDED SURVEY CONTROL
 BG4937
 BG4937  NAD 83(1992)-  30 17 20.55204(N)    087 40 12.99772(W) AD(       ) 3
 BG4937  NGVD 29 (08/21/91)    3.5    (m)           11.     (f) GPS OBS        
 BG4937
 BG4937.Superseded values are not recommended for survey control.
 BG4937.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4937.See file dsdata.txt to determine how the superseded data were derived.
 BG4937
 BG4937_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3554151004(NAD 83)
 BG4937_MARKER: DZ = AZIMUTH MARK DISK
 BG4937_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 BG4937_SP_SET: HEADWALL
 BG4937_STAMPING: FAA AL15 B 1991
 BG4937_MARK LOGO: NGS   
 BG4937_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4937_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4937+STABILITY: SURFACE MOTION
 BG4937_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4937+SATELLITE: SATELLITE OBSERVATIONS - February 28, 1996
 BG4937
 BG4937  HISTORY     - Date     Condition        Report By
 BG4937  HISTORY     - 1991     MONUMENTED       NGS
 BG4937  HISTORY     - 19960228 GOOD             NGS
 BG4937  HISTORY     - 20030201 MARK NOT FOUND   BWSC
 BG4937
 BG4937                          STATION DESCRIPTION
 BG4937
 BG4937'DESCRIBED BY NATIONAL GEODETIC SURVEY 1991
 BG4937'THE STATION IS LOCATED ABOUT 4.8 KM (3.0 MI) NORTH OF GULF SHORES,
 BG4937'12.8 KM (8.0 MI) SOUTH OF FOLEY, AT THE JACK EDWARDS/GULF SHORES
 BG4937'AIRPORT, ON THE SOUTH SIDE OF THE TAXI AND IN TOP OF THE HEAD WALL OF
 BG4937'A CULVERT. OWNERSHIP--CITY OF GULF SHORES, P.O. BOX 299, GULF SHORES,
 BG4937'AL 36524.  PHONE 205-968-2425, AIRPORT MANAGER IS RAY VAUGHT, PHONE
 BG4937'205-968-6358.
 BG4937'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 59 AND 29TH
 BG4937'AVENUE LOCATED ABOUT 4.8 KM (3.0 MI) NORTH OF GULF SHORES, 0.32 KM
 BG4937'(0.20 MI) NORTH OF THE NORTH END OF THE HIGHWAY 59 BRIDGE OVER THE
 BG4937'INTRACOSTAL WATERWAY AND 0.08 KM (0.05 MI) SOUTH OF THE ALABAMA GULF
 BG4937'COAST WELCOME CENTER ON THE WEST SIDE OF HIGHWAY 59, GO EAST ON 29TH
 BG4937'AVENUE FOR 0.32 KM (0.20 MI) TO THE JUNCTION OF 2ND STREET AND THE
 BG4937'AIRPORT ENTRANCE STRAIGHT AHEAD.  CONTINUE EAST ACROSS 2ND STREET AND
 BG4937'ONTO THE AIRPORT ENTRANCE ROAD FOR 0.64 KM (0.40 MI) TO THE PARKING
 BG4937'AREA.  TURN RIGHT, EAST, TO A GATE AND THE AIRPORT OFFICE ON THE
 BG4937'LEFT. PASS THRU THE GATE AND ONTO THE APRON.  BEAR LEFT,
 BG4937'NORTHEASTERLY, ACROSS THE APRON TO THE JUNCTION OF THE TAXI. TURN
 BG4937'RIGHT, EAST, ON THE TAXI FOR 0.16 KM (0.10 MI) TO THE JUNCTION OF
 BG4937'RUNWAY 35-17.  CROSS THE RUNWAY AND CONTINUE EAST ON THE TAXI FOR
 BG4937'0.64 KM (0.40 MI) MI) TO THE STATION ON THE RIGHT.
 BG4937'THE STATION IS IN TOP OF THE WEST END OF THE HEAD WALL OF A CULVERT
 BG4937'UNDER THE TAXI LOCATED 34.7 M (113.8 FT) SOUTHWEST OF A TAXI LIGHT
 BG4937'WITH TAG NUMBER 21, 22.5 M (73.8 FT) SOUTHEAST OF A TAXI LIGHT WITH
 BG4937'TAG NUMBER 20, 18.5 M (60.7 FT) SOUTH OF THE CENTER OF THE TAXI AND
 BG4937'0.2 M (0.7 FT) EAST OF A FIBERGLASS WITNESS POST.
 BG4937
 BG4937                          STATION RECOVERY (1996)
 BG4937
 BG4937'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BG4937'2.3 KM (1.40 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 BG4937'STATE HIGHWAY 180 IN GULF SHORES, THENCE 0.3 KM (0.20 MI) EASTERLY
 BG4937'ALONG EAST 29TH AVENUE, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG THE
 BG4937'GULF SHORES JACK EDWARDS AIRPORT ENTRANCE ROAD, THENCE 0.2 KM (0.10
 BG4937'MI) NORTHEASTERLY ACROSS AN APRON, THENCE 0.8 KM (0.50 MI) EASTERLY
 BG4937'ALONG A TAXIWAY, IN TOP OF AND 0.2 M (0.7 FT) EAST OF THE WEST END OF
 BG4937'THE SOUTH CONCRETE HEADWALL OF A CULVERT UNDER THE TAXIWAY, 135.4 M
 BG4937'(444.2 FT) WEST OF THE EXTENDED CENTER OF A CROSSOVER, 18.3 M (60.0
 BG4937'FT) SOUTH OF THE TAXIWAY CENTERLINE, 0.4 M (1.3 FT) BELOW THE LEVEL OF
 BG4937'THE TAXIWAY, AND 0.2 M (0.7 FT) EAST OF A WITNESS POST.  NOTE--THE
 BG4937'MONUMENT IS ON PROPERTY OWNED BY THE GULF SHORES JACK EDWARDS AIRPORT.
 BG4937'TO GAIN ENTRANCE TO THE MONUMENT, CONTACT--THE AIRPORT MANAGER, P.O.
 BG4937'BOX 2287, GULF SHORES, AL 36547, TELEPHONE NUMBER (334) 968-6380.
 BG4937
 BG4937                          STATION RECOVERY (2003)
 BG4937
 BG4937'RECOVERY NOTE BY BARGE WAGGONER SUMNER AND CANNON 2003 (JRF)
 BG4937'THIS POINT WAS DESTROYED WHEN THE TAXIWAY WAS RESURFACED AND THE
 BG4937'DRAINAGE AREA IMPROVED.  ANOTHER POINTS NEEDS TO BE SET AT THIS
 BG4937'AIRPORT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB4074 ***********************************************************************
 AB4074  DESIGNATION -  FAA AL 15 C
 AB4074  PID         -  AB4074
 AB4074  STATE/COUNTY-  AL/BALDWIN
 AB4074  USGS QUAD   -  GULF SHORES (1980)
 AB4074
 AB4074                         *CURRENT SURVEY CONTROL
 AB4074  ___________________________________________________________________
 AB4074* NAD 83(1986)-  30 17 17.     (N)    087 40 42.     (W)     SCALED    
 AB4074* NAVD 88     -         3.583  (meters)      11.76   (feet)  ADJUSTED  
 AB4074  ___________________________________________________________________
 AB4074  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 AB4074  DYNAMIC HT  -           3.579 (meters)      11.74  (feet)  COMP
 AB4074  MODELED GRAV-     979,329.2   (mgal)                       NAVD 88
 AB4074
 AB4074  VERT ORDER  -  FIRST     CLASS II
 AB4074
 AB4074.This mark is at Jack Edwards Airport (AL15)
 AB4074
 AB4074.The horizontal coordinates were scaled from a topographic map and have
 AB4074.an estimated accuracy of +/- 6 seconds.
 AB4074
 AB4074.The orthometric height was determined by differential leveling
 AB4074.and adjusted by the National Geodetic Survey in July 2002..
 AB4074
 AB4074.The geoid height was determined by GEOID03.
 AB4074
 AB4074.The dynamic height is computed by dividing the NAVD 88
 AB4074.geopotential number by the normal gravity value computed on the
 AB4074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB4074.degrees latitude (g = 980.6199 gals.).
 AB4074
 AB4074.The modeled gravity was interpolated from observed gravity values.
 AB4074
 AB4074;                    North         East    Units  Estimated Accuracy
 AB4074;SPC AL W     -    31,940.      582,840.      MT  (+/- 180 meters Scaled)
 AB4074
 AB4074                          SUPERSEDED SURVEY CONTROL
 AB4074
 AB4074.No superseded survey control is available for this station.
 AB4074
 AB4074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU347509(NAD 83)
 AB4074_MARKER: I = METAL ROD
 AB4074_SETTING: 59 = STAINLESS STEEL ROD IN SLEEVE (10 FT.+)
 AB4074_STAMPING: FAA AL 15 C 1996
 AB4074_MARK LOGO: NGS   
 AB4074_PROJECTION: FLUSH
 AB4074_MAGNETIC: I = MARKER IS A STEEL ROD
 AB4074_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AB4074_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB4074+SATELLITE: SATELLITE OBSERVATIONS - 1996
 AB4074_ROD/PIPE-DEPTH: 29.9 meters
 AB4074_SLEEVE-DEPTH  : 0.9 meters
 AB4074
 AB4074  HISTORY     - Date     Condition        Report By
 AB4074  HISTORY     - 1996     MONUMENTED       NGS
 AB4074
 AB4074                          STATION DESCRIPTION
 AB4074
 AB4074'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB4074'2.3 KM (1.40 MI) NORTHERLY ALONG STATE HIGHWAY 59 FROM THE JUNCTION OF
 AB4074'STATE HIGHWAY 180 IN GULF SHORES, THENCE 0.3 KM (0.20 MI) EASTERLY
 AB4074'ALONG EAST 29TH AVENUE, THENCE 0.6 KM (0.35 MI) EASTERLY ALONG THE
 AB4074'GULF SHORES JACK EDWARDS AIRPORT ENTRANCE ROAD, THENCE 0.1 KM (0.05
 AB4074'MI) EASTERLY ACROSS AN APRON, 16.2 M (53.1 FT) NORTH OF THE CENTERLINE
 AB4074'OF TAXIWAY B1, 6.5 M (21.3 FT) EAST OF THE EAST EDGE OF THE APRON, 1.9
 AB4074'M (6.2 FT) NORTH OF A WITNESS POST AND THE NORTH LEG OF A SIGN (9-17)
 AB4074', AND 0.3 M (1.0 FT) BELOW THE LEVEL OF THE APRON. NOTE--ACCESS TO THE
 AB4074'DATUM POINT IS THROUGH A 5-INCH LOGO CAP.  THE SLEEVE DEPTH DOES NOT
 AB4074'MEET THE SPECIFICATIONS FOR A CLASS A MARK. THE MONUMENT IS ON
 AB4074'PROPERTY OWNED BY THE GULF SHORES JACK EDWARDS AIRPORT.  TO GAIN
 AB4074'ACCESS TO THE MONUMENT, CONTACT THE AIRPORT MANAGER--P.O. BOX 2287,
 AB4074'GULF SHORES, AL 36547, TELEPHONE NUMBER (334) 968-6380.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2277 ***********************************************************************
 EE2277  DESIGNATION -  FABIUS
 EE2277  PID         -  EE2277
 EE2277  STATE/COUNTY-  AL/JACKSON
 EE2277  USGS QUAD   -  STEVENSON (1983)
 EE2277
 EE2277                         *CURRENT SURVEY CONTROL
 EE2277  ___________________________________________________________________
 EE2277* NAD 83(1992)-  34 49 48.93986(N)    085 45 22.79238(W)     ADJUSTED  
 EE2277* NAVD 88     -       488.     (meters)    1601.     (feet)  SCALED    
 EE2277  ___________________________________________________________________
 EE2277  LAPLACE CORR-           1.57  (seconds)                    DEFLEC99
 EE2277  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EE2277
 EE2277  HORZ ORDER  -  SECOND
 EE2277
 EE2277.The horizontal coordinates were established by classical geodetic methods
 EE2277.and adjusted by the National Geodetic Survey in December 1992..
 EE2277
 EE2277.The orthometric height was scaled from a topographic map.
 EE2277
 EE2277.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2277
 EE2277.The geoid height was determined by GEOID03.
 EE2277
 EE2277;                    North         East     Units Scale Factor Converg.
 EE2277;SPC AL E     -   480,203.993   207,043.586   MT  0.99996061   +0 02 38.3
 EE2277;UTM  16      - 3,854,924.931   613,723.819   MT  0.99975940   +0 42 37.4
 EE2277
 EE2277!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2277!SPC AL E     -   0.99992792  x   0.99996061  =   0.99988853
 EE2277!UTM  16      -   0.99992792  x   0.99975940  =   0.99968734
 EE2277
 EE2277|---------------------------------------------------------------------|
 EE2277| PID    Reference Object                     Distance      Geod. Az  |
 EE2277|                                                           dddmmss.s |
 EE2277| CG5770 FABIUS RM 1                          31.385 METERS 00338     |
 EE2277| CG5771 FABIUS RM 2                          32.010 METERS 10606     |
 EE2277| CG5769 FABIUS AZ MK                                       2340811.6 |
 EE2277|---------------------------------------------------------------------|
 EE2277
 EE2277                          SUPERSEDED SURVEY CONTROL
 EE2277
 EE2277  NAD 83(1986)-  34 49 48.94162(N)    085 45 22.79241(W) AD(       ) 2
 EE2277  NAD 27      -  34 49 48.65000(N)    085 45 22.88600(W) AD(       ) 2
 EE2277
 EE2277.Superseded values are not recommended for survey control.
 EE2277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2277.See file dsdata.txt to determine how the superseded data were derived.
 EE2277
 EE2277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD1372454925(NAD 83)
 EE2277_MARKER: DS = TRIANGULATION STATION DISK
 EE2277_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2277_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2277
 EE2277  HISTORY     - Date     Condition        Report By
 EE2277  HISTORY     - 1934     MONUMENTED       CGS
 EE2277  HISTORY     - 1949     GOOD             TVA
 EE2277  HISTORY     - 1973     GOOD             TVA
 EE2277
 EE2277                          STATION DESCRIPTION
 EE2277
 EE2277'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EE2277'ABOUT 5 MILES EAST-SOUTHEAST OF STEVENSON, 2.25 MILES EAST OF
 EE2277'CAPERTON FERRY, DIRECTLY EAST OF TENNESSEE RIVER, NEAR NORTH END OF
 EE2277'LONG RIDGE, NEAR WEST EDGE OF SUMMIT, 78 FEET NORTH OF 14-INCH BLACK
 EE2277'OAK TREE WITH TRIANGULAR BLAZE AND 39-1/2 FEET WEST OF CENTER OF
 EE2277'ROAD.  TO REACH FROM HIWAY INN AT STEVENSON, FOLLOW US ROUTE 72
 EE2277'SOUTH 1.75 MILES TO T-ROAD AT OLD SIGN CAPERTON FERRY TURN LEFT
 EE2277'AND GO 1.0 MILE TO T-ROAD, TURN RIGHT AND GO 0.75 MILE TO CAPERTON
 EE2277'FERRY, CROSS TENNESSEE RIVER ON FERRY AND GO 1.05 MILES FROM EAST
 EE2277'BANK OF RIVER TO T-ROAD, TURN RIGHT AND GO 3.2 MILES UP MOUNTAIN
 EE2277'TO SUMMIT AT WHITE STORE, CONTINUE 0.5 MILE TO OLD POST OFFICE, TURN
 EE2277'LEFT ONTO CAPERTON BROW ROAD AND GO 0.2 MILE TO CHURCH, KEEP RIGHT
 EE2277'AND GO 0.9 MILE AND FOLLOW RIGHT FORK 0.9 MILE TO TOP OF GRADE AND
 EE2277'STATION SITE.  SURFACE AND UNDERGROUND MARKS ARE STANDARD STATION
 EE2277'DISKS IN CONCRETE.  REFERENCE AND AZIMUTH
 EE2277'MARKS ARE STANDARD REFERENCE DISKS IN CONCRETE CYLINDERS.  NO. 1 IS
 EE2277'20 FEET EAST OF CENTERLINE OF ROAD AND 102.97 FEET FROM STATION
 EE2277'N 7 DEG 53 MIN E.  NO. 2 IS 25 FEET EAST OF CENTERLINE OF
 EE2277'ROAD AND 105.02 FEET FROM STATION S 73 DEG 54 MIN E.
 EE2277'AZIMUTH MARK IS ABOUT 0.25 MILE NORTH OF ROAD FORK, NEAR OLD
 EE2277'BARN, 16 FEET SOUTH OF CENTER OF ROAD TO STATION, AND 0.6 MILE FROM
 EE2277'STATION S 54 DEG 08 MIN W.
 EE2277
 EE2277                          STATION RECOVERY (1949)
 EE2277
 EE2277'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949 (CBW)
 EE2277'STATION IS IN GOOD CONDITION.  MONUMENT IS ABOUT 30 FEET NE OF A
 EE2277'ONE-STORY FRAME HOUSE.  STEEL FENCE POST WITH MARKER SET 1 FOOT E OF
 EE2277'MONUMENT.  REFERENCE MONUMENTS GOOD.  AZIMUTH MONUMENT IS 0.6 MILE,
 EE2277'MORE OR LESS, AWAY OVER IMPASSIBLE ROAD.  IT WAS NOT SEARCHED FOR.
 EE2277'DISK IS STAMPED FABIUS 1934.
 EE2277
 EE2277                          STATION RECOVERY (1973)
 EE2277
 EE2277'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1973 (JWM)
 EE2277'FAIR.
 EE2277'
 EE2277'FABIUS
 EE2277'
 EE2277'POINT IS IN YARD BY HOUSE AND HAS BEEN USED AS AN ANVIL, ETC. BUT
 EE2277'POSITION AND ELEVATION IS GOOD.  NO POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1157 ***********************************************************************
 CO1157  DESIGNATION -  FACTORY
 CO1157  PID         -  CO1157
 CO1157  STATE/COUNTY-  AL/SUMTER
 CO1157  USGS QUAD   -  EPES WEST (1986)
 CO1157
 CO1157                         *CURRENT SURVEY CONTROL
 CO1157  ___________________________________________________________________
 CO1157* NAD 83(1992)-  32 43 37.12341(N)    088 10 02.19905(W)     ADJUSTED  
 CO1157* NAVD 88     -        46.     (meters)     151.     (feet)  SCALED    
 CO1157  ___________________________________________________________________
 CO1157  LAPLACE CORR-          -0.79  (seconds)                    DEFLEC99
 CO1157  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 CO1157
 CO1157  HORZ ORDER  -  THIRD
 CO1157
 CO1157.The horizontal coordinates were established by classical geodetic methods
 CO1157.and adjusted by the National Geodetic Survey in May 1994..
 CO1157
 CO1157.The orthometric height was scaled from a topographic map.
 CO1157
 CO1157.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1157
 CO1157.The geoid height was determined by GEOID03.
 CO1157
 CO1157;                    North         East     Units Scale Factor Converg.
 CO1157;SPC AL W     -   302,532.789   537,452.998   MT  0.99998156   -0 21 38.8
 CO1157;UTM  16      - 3,621,622.864   390,620.031   MT  0.99974752   -0 37 52.1
 CO1157
 CO1157!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1157!SPC AL W     -   0.99999732  x   0.99998156  =   0.99997888
 CO1157!UTM  16      -   0.99999732  x   0.99974752  =   0.99974484
 CO1157
 CO1157:                Primary Azimuth Mark                     Grid Az
 CO1157:SPC AL W     -  PARKER                                   179 00 40.5
 CO1157:UTM  16      -  PARKER                                   179 16 53.8
 CO1157
 CO1157|---------------------------------------------------------------------|
 CO1157| PID    Reference Object                     Distance      Geod. Az  |
 CO1157|                                                           dddmmss.s |
 CO1157| CO1158 PARKER                              APPROX. 7.5 KM 1783901.7 |
 CO1157| CF9705 FACTORY RM 2                          8.000 METERS 18512     |
 CO1157| CF9704 FACTORY RM 1                          7.630 METERS 35405     |
 CO1157|---------------------------------------------------------------------|
 CO1157
 CO1157                          SUPERSEDED SURVEY CONTROL
 CO1157
 CO1157  NAD 83(1992)-  32 43 37.12666(N)    088 10 02.19985(W) AD(       ) 3
 CO1157  NAD 83(1986)-  32 43 37.13213(N)    088 10 02.20236(W) AD(       ) 3
 CO1157  NAD 27      -  32 43 36.65100(N)    088 10 02.11700(W) AD(       ) 3
 CO1157
 CO1157.Superseded values are not recommended for survey control.
 CO1157.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1157.See file dsdata.txt to determine how the superseded data were derived.
 CO1157
 CO1157_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9062021623(NAD 83)
 CO1157_MARKER: DS = TRIANGULATION STATION DISK
 CO1157_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1157
 CO1157  HISTORY     - Date     Condition        Report By
 CO1157  HISTORY     - 1955     MONUMENTED       CGS
 CO1157
 CO1157                          STATION DESCRIPTION
 CO1157
 CO1157'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1157'STATION IS LOCATED ABOUT 6 MILES SOUTH OF GAINESVILLE AND 3 MILES
 CO1157'NORTHWEST OF EPES, ON THE CREST OF A SMALL RIDGE, NEAR LOADING
 CO1157'PENS OF HILLS RANCH AND IS ON HIGHWAY RIGHT-OF-WAY.  IT IS 118
 CO1157'FEET NORTH OF THE CENTER OF A DRIVEWAY TO PASTURE, 73 FEET SOUTH
 CO1157'OF A TELEPHONE POLE, 47 FEET WEST OF THE CENTER OF STATE
 CO1157'HIGHWAY 39, 7 FEET NORTHEAST OF A WHITE WITNESS POST AND 3
 CO1157'FEET EAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS
 CO1157'STAMPED FACTORY 1955.
 CO1157'
 CO1157'REFERENCE MARK NO. 1 IS 49 FEET WEST OF THE CENTER OF THE
 CO1157'HIGHWAY, 48 FEET SOUTH OF TELEPHONE POLE NO. 85, 3 FEET SOUTHEAST
 CO1157'OF A FENCE CORNER AND 1 FOOT EAST OF A FENCE.
 CO1157'
 CO1157'THE MARK IS FLUSH AND THE DISK IS STAMPED FACTORY NO 1 1955.
 CO1157'
 CO1157'REFERENCE MARK NO. 2 IS 49 FEET WEST OF THE CENTER OF THE
 CO1157'HIGHWAY, 18 FEET SOUTH OF THE WHITE WITNESS POST AND 1 FOOT EAST
 CO1157'OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED FACTORY
 CO1157'NO 2 1955.
 CO1157'
 CO1157'NO. 15-179 (USED) B.M. WAS USED AS THE AZIMUTH MARK.  IT IS 44
 CO1157'FEET NORTH OF THE CENTER OF A GRAVEL ROAD, 39 FEET EAST OF THE
 CO1157'CENTER OF STATE HIGHWAY 39 AND 1 FOOT SOUTH OF A WHITE WITNESS
 CO1157'POST.  THE MARK IS A 6 X 6 INCH CONCRETE POST, FLUSH WITH THE
 CO1157'GROUND, WITH A U.S. ENGINEERS BRONZE DISK IN THE TOP STAMPED 1937
 CO1157'BM W 15-179.
 CO1157'
 CO1157'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11
 CO1157'AND STATE HIGHWAY 39, ABOUT 3 MILES SOUTHWEST OF EPES, GO
 CO1157'NORTH ON HIGHWAY 39 FOR 4.25 MILES TO THE STATION ON THE LEFT,
 CO1157'WEST SIDE OF HIGHWAY AS DESCRIBED.
 CO1157'
 CO1157'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTH ON HIGHWAY
 CO1157'39 FOR 0.3 MILE TO A SIDE ROAD RIGHT, AND THE STATION ON THE
 CO1157'RIGHT, EAST SIDE ON HIGHWAY AS DESCRIBED.
 CO1157'
 CO1157'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2195 ***********************************************************************
 CM2195  DESIGNATION -  FAIRFAX
 CM2195  PID         -  CM2195
 CM2195  STATE/COUNTY-  AL/CHAMBERS
 CM2195  USGS QUAD   -  LANETT SOUTH (1984)
 CM2195
 CM2195                         *CURRENT SURVEY CONTROL
 CM2195  ___________________________________________________________________
 CM2195* NAD 83(1992)-  32 45 46.83991(N)    085 12 42.59108(W)     ADJUSTED  
 CM2195* NAVD 88     -       229.     (meters)     751.     (feet)  SCALED    
 CM2195  ___________________________________________________________________
 CM2195  LAPLACE CORR-           0.88  (seconds)                    DEFLEC99
 CM2195  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CM2195
 CM2195  HORZ ORDER  -  FIRST
 CM2195
 CM2195.The horizontal coordinates were established by classical geodetic methods
 CM2195.and adjusted by the National Geodetic Survey in September 1997..
 CM2195
 CM2195.The orthometric height was scaled from a topographic map.
 CM2195
 CM2195.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2195
 CM2195.The geoid height was determined by GEOID03.
 CM2195
 CM2195;                    North         East     Units Scale Factor Converg.
 CM2195;SPC AL E     -   251,084.572   258,234.331   MT  1.00000180   +0 20 10.8
 CM2195;SPC GA W     -   306,804.766   602,073.285   MT  1.00001821   -0 33 56.3
 CM2195;SPC GA W     - 1,006,575.30  1,975,302.10   sFT  1.00001821   -0 33 56.3
 CM2195;UTM  16      - 3,626,429.601   667,499.812   MT  0.99994596   +0 58 04.5
 CM2195
 CM2195!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2195!SPC AL E     -   0.99996856  x   1.00000180  =   0.99997036
 CM2195!SPC GA W     -   0.99996856  x   1.00001821  =   0.99998677
 CM2195!UTM  16      -   0.99996856  x   0.99994596  =   0.99991453
 CM2195
 CM2195:                Primary Azimuth Mark                     Grid Az
 CM2195:SPC AL E     -  SHAWMUT MILL TANK                        017 14 03.7
 CM2195:SPC GA W     -  SHAWMUT MILL TANK                        018 08 10.8
 CM2195:UTM  16      -  SHAWMUT MILL TANK                        016 36 10.0
 CM2195
 CM2195|---------------------------------------------------------------------|
 CM2195| PID    Reference Object                     Distance      Geod. Az  |
 CM2195|                                                           dddmmss.s |
 CM2195| CM2188 SHAWMUT MILL TANK                   APPROX. 8.6 KM 0173414.5 |
 CM2195| CM2186 FAIRFAX WEST POINT MFG TANK         APPROX. 4.0 KM 0370931.4 |
 CM2195| CM2189 FAIRFAX MILLS TALL STACK            APPROX. 4.3 KM 0373702.7 |
 CM2195| CY9395 FAIRFAX AZ MK                                      0461010.3 |
 CM2195| CM2192 RIVERDALE TANK                      APPROX. 6.8 KM 0652009.2 |
 CM2195| CY9396 FAIRFAX AZ MK 2                                    0805340.6 |
 CM2195| CY9397 FAIRFAX RM 1                         58.686 METERS 11010     |
 CM2195| CY9398 FAIRFAX RM 2                         22.908 METERS 22404     |
 CM2195| CY9399 FAIRFAX RM 4                                       2400027.3 |
 CM2195| CM2264 NEW ORLEANS ATLANTA AWY BCN 34      APPROX.10.1 KM 2660753.0 |
 CM2195| CM2198 FAIRFAX RM 3                         28.573 METERS 28514     |
 CM2195|---------------------------------------------------------------------|
 CM2195
 CM2195                          SUPERSEDED SURVEY CONTROL
 CM2195
 CM2195  NAD 83(1992)-  32 45 46.83918(N)    085 12 42.59256(W) AD(       ) 1
 CM2195  NAD 83(1986)-  32 45 46.84489(N)    085 12 42.58919(W) AD(       ) 1
 CM2195  NAD 27      -  32 45 46.37300(N)    085 12 42.80000(W) AD(       ) 1
 CM2195
 CM2195.Superseded values are not recommended for survey control.
 CM2195.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2195.See file dsdata.txt to determine how the superseded data were derived.
 CM2195
 CM2195_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6750026430(NAD 83)
 CM2195_MARKER: DS = TRIANGULATION STATION DISK
 CM2195_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2195
 CM2195  HISTORY     - Date     Condition        Report By
 CM2195  HISTORY     - 1930     MONUMENTED       CGS
 CM2195  HISTORY     - 1936     GOOD             CGS
 CM2195  HISTORY     - 1941     GOOD             CGS
 CM2195  HISTORY     - 1967     GOOD             CGS
 CM2195  HISTORY     - 1973     GOOD             NGS
 CM2195  HISTORY     - 19861101 MARK NOT FOUND   USPSQD
 CM2195
 CM2195                          STATION DESCRIPTION
 CM2195
 CM2195'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CM2195'STATION IS ABOUT 12 MILES NE OF OPELIKA, AND 2-1/2 MILES SW OF
 CM2195'FAIRFAX ON A PLATEAU SUMMIT ON THE OPELIKA-WEST POINT ROAD WHICH
 CM2195'IS HIGHWAY 29.  STATION IS IN THE BACKYARD OF MR. B.C. BETTS
 CM2195'RESIDENCE, IN THE NW CORNER OF THE YARD.  STATION IS 16.63 METERS
 CM2195'54.6 FEET FROM THE NW CORNER OF THE DWELLING HOUSE, AND 68.52
 CM2195'METERS (224.8 FEET) W OF THE U.S. HIGHWAY 29.
 CM2195'
 CM2195'SURFACE, UNDERGROUND AND REFERENCE MARKS ARE STANDARD BRONZE
 CM2195'DISKS SET IN CONCRETE.
 CM2195'
 CM2195'REFERENCE MARK NO. 1 IS E OF THE STATION, AND 9.80 METERS (32.2
 CM2195'FEET) W OF U.S. HIGHWAY 29 AND 6 METERS (20 FEET) FROM THE NW
 CM2195'CORNER OF THE CULVERT.
 CM2195'
 CM2195'REFERENCE MARK NO. 2 IS S OF THE STATION BY THE GARDEN GATE.
 CM2195'
 CM2195'STATION MAY BE REACHED FROM OPELIKA BY WAY OF U.S. HIGHWAY 29 TO
 CM2195'MR. B.C. BETTS RESIDENCE WHICH IS ABOUT 12 MILES OUT.
 CM2195'
 CM2195'HEIGHT OF SIGNAL ABOVE STATION MARK - 31.4 METERS.
 CM2195
 CM2195                          STATION RECOVERY (1936)
 CM2195
 CM2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (MZB)
 CM2195'ORIGINAL DESCRIPTION IS GOOD.  STATION WAS RECOVERED AS DESCRIBED
 CM2195'AND ALL MARKS ARE IN EXCELLENT CONDITION.
 CM2195
 CM2195                          STATION RECOVERY (1941)
 CM2195
 CM2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2195'STATION WAS RECOVERED AS DESCRIBED AND IN EXCELLENT CONDITION.
 CM2195'THE ORIGINAL DESCRIPTION IS ADEQUATE.  DISTANCES AND DIRECTIONS
 CM2195'TO REFERENCE MARKS WERE CHECKED AND FOUND SATISFACTORY.
 CM2195'
 CM2195'REFERENCE MARK NO. 1 IS VERY DIFFICULT TO MEASURE AND A SLIGHT
 CM2195'DIFFERENCE WAS FOUND (1930-58.72 METERS, 1941-58.652 METERS).
 CM2195'
 CM2195'AN AZIMUTH MARK WAS ESTABLISHED 0.8 MILE N OF THE STATION ON THE
 CM2195'W SIDE OF U.S. HIGHWAY 29 IN THE S HEADWALL OF A CONCRETE CULVERT
 CM2195'THAT PARALLELS U.S. HIGHWAY 29.  THE FAIRFAX MILL TANK IS
 CM2195'VISIBLE FROM THE GROUND.
 CM2195'
 CM2195'AZIMUTH MARK NO. 2, 1941 WAS ESTABLISHED BECAUSE NO. 1 WAS NOT
 CM2195'VISIBLE FROM THE GROUND.  IT IS 0.3 MILE E OF THE STATION, ON
 CM2195'PROPERTY OWNED BY MR. WALTER BENNET.  IT IS 9 FEET N OF THE NE
 CM2195'CORNER OF HIS HOUSE AND 90 FEET W OF A N-S DIRT ROAD.
 CM2195
 CM2195                          STATION RECOVERY (1967)
 CM2195
 CM2195'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1967 (LFS)
 CM2195'THE STATION WAS VISITED 11-30-67 AND THE STATION MARK AND
 CM2195'REFERENCE MARKS NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.
 CM2195'THE DISKS ON THE STATION AND REFERENCE MARK NO. 2 WERE MUTILATED
 CM2195'SO IT WAS HARD TO READ THE NAME, REFERENCE MARK NO. 1 WAS IN GOOD
 CM2195'SHAPE.  BOTH THE 1941 AND THE 1936 AZIMUTH MARKS WERE NOT FOUND
 CM2195'AT THIS DATE.  A NEW DESCRIPTION FOLLOWS -
 CM2195'
 CM2195'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF OPELIKA AND
 CM2195'2.5 MILES SOUTHWEST OF FAIRFAX, ON THE NORTH SIDE OF U.S.
 CM2195'HIGHWAY 29 AND ON PROPERTY OWNED BY MR. BETTS AND OCCUPIED
 CM2195'BY A MR. B.W. PATTERSON.  IT IS IN THE NORTHEAST CORNER OF
 CM2195'THE BACK YARD, 218 FEET NORTHWEST OF THE CENTERLINE OF U.S.
 CM2195'HIGHWAY 29, 54 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE
 CM2195'LARGE FRAME HOUSE, 38 FEET EAST OF THE PROJECTED PLANE OF THE
 CM2195'NORTHEAST WALL OF THE HOUSE, 81 FEET NORTHEAST OF A PECAN
 CM2195'TREE WHICH IS ON THE PROJECTED PLANE OF THE SOUTHWEST WALL OF
 CM2195'THE HOUSE, 62 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 CM2195'CULTIVATED FIELD AND 6 FEET WEST OF A PECAN TREE.  IT IS A
 CM2195'TRIANGULATION STATION DISK, STAMPED FAIRFAX 1939,
 CM2195'PROJECTING 4 INCHES.
 CM2195'
 CM2195'REFERENCE MARK NO. 1 IS 190.42 FEET SOUTHEAST OF THE STATION,
 CM2195'40 FEET NORTHWEST OF THE CENTER OF THE HIGHWAY, 2 FEET WEST OF A
 CM2195'TELEPHONE POLE, 29 FEET EAST-NORTHEAST OF A SMALL PECAN TREE, 28
 CM2195'FEET NORTHEAST OF A DRIVEWAY, AND 20 FEET NORTH OF THE NORTH
 CM2195'EDGE OF THE EAST END OF A CONCRETE CULVERT UNDER THE DRIVEWAY TO
 CM2195'THE HOUSE.  IT IS A REFERENCE MARK DISK, STAMPED FAIRFAX NO 1
 CM2195'1930, PROJECTING 3 INCHES.
 CM2195'
 CM2195'REFERENCE MARK NO. 2 IS 75.18 FEET SOUTH-SOUTHWEST OF THE
 CM2195'STATION, 57 FEET WEST OF THE NORTH CORNER OF THE HOUSE, 43 FEET
 CM2195'WEST-NORTHWEST OF THE WEST CORNER OF THE HOUSE, 25 FEET SOUTHEAST
 CM2195'OF THE EDGE OF THE CULTIVATED FIELD, AND 9 FEET NORTH OF THE
 CM2195'PECAN TREE ON THE PROJECTED PLANE OF THE SOUTH WEST WALL OF THE
 CM2195'HOUSE.  IT IS A REFERENCE MARK DISK, STAMPED FAIRFAX NO 2 1930,
 CM2195'PROJECTING 6 INCHES.
 CM2195'
 CM2195'TO REACH FROM FAIRFAX GO SOUTHWEST FOR 1.4 MILES TO A FORKS IN
 CM2195'THE HIGHWAY, TAKE RIGHT FORK AND GO SOUTHWEST FOR 1.1 MILE TO THE
 CM2195'TOP OF A GRADE AND THE STATION ON THE RIGHT, IN THE BACK YARD
 CM2195'OF A LARGE FRAME HOUSE IN A PECAN ORCHARD.
 CM2195'
 CM2195'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN - 2.5 MILES
 CM2195'SOUTHWEST.
 CM2195
 CM2195                          STATION RECOVERY (1973)
 CM2195
 CM2195'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 CM2195'RM 1 TO RM 2, BLOCKED BY HOUSE.
 CM2195'
 CM2195'RM 1 TO RM 3, BLOCKED BY BRUSH.
 CM2195'
 CM2195'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 CM2195'GOOD CONDITION.  THE STATION AND REFERENCE MARK 2 DISKS HAVE
 CM2195'BEEN DEFACED BUT ARE SOLID IN PLACE.  A NEW POINT WAS MADE ON
 CM2195'THE REFERENCE MARK DISK AND MEASURED TO.  BOTH AZIMUTH MARKS WERE
 CM2195'SEARCHED FOR BUT WERE NOT FOUND.  A DISTANT REFERENCE MARK 4 WAS
 CM2195'ESTABLISHED AT THIS TIME.  THE STATION COULD NOT BE BUILT OVER,
 CM2195'A REFERENCE MARK 3 WAS ESTABLISHED, BUILT OVER AND OCCUPIED AT
 CM2195'THIS TIME, SEE DESCRIPTION THEREOF, A TRAVERSE TIE WAS ALSO
 CM2195'MADE.  THE DIRECTION BETWEEN REFERENCE MARK 1 AND 2 COMPARES
 CM2195'FAVORABLY TO THE 1941 DATA.  THE DISTANCE TO REFERENCE MARK 1
 CM2195'IS NOTED TO BE GREATER BY 0.034 METER AND LESS TO REFERENCE
 CM2195'MARK 2 BY 0.007 METER.
 CM2195'
 CM2195'DUE TO CHANGES IN THE AREA A COMPLETE DESCRIPTION FOLLOWS.
 CM2195'
 CM2195'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF OPELIKA, 6
 CM2195'MILES SOUTH-SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 85
 CM2195'AND U.S. HIGHWAY 29, BETWEEN THE TOWNS OF LANETT AND LANGDALE,
 CM2195'3.5 MILES WEST OF THE CHATTAHOOCHEE RIVER, AND ON PROPERTY OWNED
 CM2195'AND OCCUPIED BY MR. CHARLES MADDUX, TELEPHONE 756-4882.
 CM2195'
 CM2195'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 CM2195'U.S. HIGHWAY 29, GO SOUTH ON HIGHWAY 29 FOR 5 MILES TO A CROSSROAD
 CM2195'AT THE END OF THE FOUR LANE HIGHWAY.  CONTINUE SOUTHERLY ON
 CM2195'HIGHWAY 29 FOR 1 MILE TO A FORK.  TAKE THE RIGHT FORK AND CONTINUE
 CM2195'SOUTHWEST ON HIGHWAY 29 FOR 1.1 MILES TO A DRIVEWAY ON THE RIGHT
 CM2195'AND THE STATION AT THE END OF THE DRIVEWAY AT THE REAR OF THE
 CM2195'HOME OF MR. MADDUX.  TO REACH REFERENCE MARK 4, CONTINUE ON THE
 CM2195'HIGHWAY FOR 0.2 MILE TO A PAVED ROAD ON THE RIGHT.  TURN RIGHT
 CM2195'AND GO WESTERLY FOR 0.1 MILE TO THE MARK ON THE LEFT.
 CM2195'
 CM2195'THE STATION MARK, A STANDARD DISK STAMPED FAIRFAX 1930, IS SET
 CM2195'IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CM2195'4 INCHES ABOVE THE GROUND SURFACE.  IT IS 54 FEET NORTH OF THE
 CM2195'NORTHWEST CORNER OF THE HOUSE, 36 FEET EAST OF A FENCE AND 7
 CM2195'FEET SOUTHWEST OF A WALNUT TREE.  THE UNDERGROUND DISK, AS STATED
 CM2195'IN THE 1941 DESCRIPTION, IS DESCRIBED AS A STANDARD DISK SET IN THE
 CM2195'TOP OF AN IRREGULAR MASS OF CONCRETE.
 CM2195'
 CM2195'REFERENCE MARK 1, A STANDARD DISK STAMPED FAIRFAX NO 1 1930, IS
 CM2195'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CM2195'2 INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET NORTHWEST OF
 CM2195'THE CENTER OF THE HIGHWAY, 2.5 FEET WEST-NORTHWEST OF A UTILITY
 CM2195'POLE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 CM2195'
 CM2195'REFERENCE MARK 2, A STANDARD DISK (UNABLE TO READ STAMPING), IS
 CM2195'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 CM2195'8 INCHES ABOVE THE GROUND SURFACE.  IT IS 42.5 FEET NORTHWEST OF
 CM2195'THE SOUTHWEST CORNER OF THE HOUSE, 29 FEET SOUTHWEST OF A
 CM2195'TRIPLE-TRUNKED PECAN TREE, AND 9.5 FEET NORTH OF A LARGE PECAN
 CM2195'TREE.
 CM2195'
 CM2195'REFERENCE MARK 3, A STANDARD DISK STAMPED FAIRFAX 1930 NO 3
 CM2195'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CM2195'FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET NORTH-NORTHWEST OF
 CM2195'THE LARGE PECAN TREE, 76 FEET NORTHWEST OF THE TRIPLE-TRUNKED
 CM2195'PECAN TREE AND 32 FEET NORTHWEST OF THE NORTHEAST CORNER OF A
 CM2195'METAL SHED.  AN UNDERGROUND REFERENCE MARK DISK WAS SET IN THE
 CM2195'TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES BELOW THE
 CM2195'GROUND SURFACE.
 CM2195'
 CM2195'REFERENCE MARK 4, A STANDARD DISK STAMPED FAIRFAX 1930 NO 4
 CM2195'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT
 CM2195'WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 27 FEET
 CM2195'WEST OF THE CENTER OF THE ROAD, 2 FEET NORTH OF A UTILITY POLE
 CM2195'AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 CM2195'
 CM2195'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 CM2195'2.5 MILES SOUTHWEST OF FAIRFAX.
 CM2195
 CM2195                          STATION RECOVERY (1986)
 CM2195
 CM2195'RECOVERY NOTE BY US POWER SQUADRON 1986 (DTH)
 CM2195'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2189 ***********************************************************************
 CM2189  DESIGNATION -  FAIRFAX MILLS TALL STACK
 CM2189  PID         -  CM2189
 CM2189  STATE/COUNTY-  AL/CHAMBERS
 CM2189  USGS QUAD   -  LANETT SOUTH (1984)
 CM2189
 CM2189                         *CURRENT SURVEY CONTROL
 CM2189  ___________________________________________________________________
 CM2189* NAD 83(1992)-  32 47 37.21329(N)    085 11 01.88321(W)     ADJUSTED  
 CM2189* NAVD 88     -                                                        
 CM2189  ___________________________________________________________________
 CM2189  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CM2189  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CM2189
 CM2189  HORZ ORDER  -  THIRD
 CM2189
 CM2189.The horizontal coordinates were established by classical geodetic methods
 CM2189.and adjusted by the National Geodetic Survey in September 1997..
 CM2189
 CM2189
 CM2189.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2189
 CM2189.The geoid height was determined by GEOID03.
 CM2189
 CM2189;                    North         East     Units Scale Factor Converg.
 CM2189;SPC AL E     -   254,500.390   260,834.691   MT  1.00000562   +0 21 06.4
 CM2189;SPC GA W     -   310,179.247   604,727.148   MT  1.00001189   -0 33 03.5
 CM2189;SPC GA W     - 1,017,646.41  1,984,008.98   sFT  1.00001189   -0 33 03.5
 CM2189;UTM  16      - 3,629,873.706   670,062.212   MT  0.99995662   +0 59 02.0
 CM2189
 CM2189                          SUPERSEDED SURVEY CONTROL
 CM2189
 CM2189  NAD 83(1992)-  32 47 37.21321(N)    085 11 01.88454(W) AD(       ) 4
 CM2189  NAD 83(1986)-  32 47 37.21846(N)    085 11 01.88099(W) AD(       ) 4
 CM2189  NAD 27      -  32 47 36.75400(N)    085 11 02.09000(W) AD(       ) 3
 CM2189
 CM2189.Superseded values are not recommended for survey control.
 CM2189.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2189.See file dsdata.txt to determine how the superseded data were derived.
 CM2189
 CM2189_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB7006229874(NAD 83)
 CM2189_MARKER: 63 = STACK
 CM2189
 CM2189  HISTORY     - Date     Condition        Report By
 CM2189  HISTORY     - 1930     FIRST OBSERVED   CGS
 CM2189  HISTORY     - 1986     GOOD             USPSQD
 CM2189
 CM2189                          STATION DESCRIPTION
 CM2189
 CM2189'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2198 ***********************************************************************
 CM2198  DESIGNATION -  FAIRFAX RM 3
 CM2198  PID         -  CM2198
 CM2198  STATE/COUNTY-  AL/CHAMBERS
 CM2198  USGS QUAD   -  LANETT SOUTH (1984)
 CM2198
 CM2198                         *CURRENT SURVEY CONTROL
 CM2198  ___________________________________________________________________
 CM2198* NAD 83(1992)-  32 45 47.08365(N)    085 12 43.65027(W)     ADJUSTED  
 CM2198* NAVD 88     -       229.1    (meters)     752.     (feet)  VERTCON   
 CM2198  ___________________________________________________________________
 CM2198  X           -     448,126.443 (meters)                     COMP
 CM2198  Y           -  -5,350,173.531 (meters)                     COMP
 CM2198  Z           -   3,432,001.354 (meters)                     COMP
 CM2198  LAPLACE CORR-           0.89  (seconds)                    DEFLEC99
 CM2198  ELLIP HEIGHT-         200.32  (meters)          (07/29/02) GPS OBS
 CM2198  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CM2198
 CM2198  HORZ ORDER  -  FIRST
 CM2198  ELLP ORDER  -  FOURTH    CLASS I
 CM2198
 CM2198.The horizontal coordinates were established by GPS observations
 CM2198.and adjusted by the National Geodetic Survey in September 1997..
 CM2198
 CM2198.The NAVD 88 height was computed by applying the VERTCON shift value to
 CM2198.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CM2198
 CM2198.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 CM2198
 CM2198.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2198
 CM2198.The ellipsoidal height was determined by GPS observations
 CM2198.and is referenced to NAD 83.
 CM2198
 CM2198.The geoid height was determined by GEOID03.
 CM2198
 CM2198;                    North         East     Units Scale Factor Converg.
 CM2198;SPC AL E     -   251,091.919   258,206.718   MT  1.00000176   +0 20 10.3
 CM2198;SPC GA W     -   306,812.547   602,045.791   MT  1.00001827   -0 33 56.9
 CM2198;SPC GA W     - 1,006,600.83  1,975,211.90   sFT  1.00001827   -0 33 56.9
 CM2198;UTM  16      - 3,626,436.642   667,472.122   MT  0.99994584   +0 58 03.9
 CM2198
 CM2198!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2198!SPC AL E     -   0.99996855  x   1.00000176  =   0.99997031
 CM2198!SPC GA W     -   0.99996855  x   1.00001827  =   0.99998682
 CM2198!UTM  16      -   0.99996855  x   0.99994584  =   0.99991439
 CM2198
 CM2198|---------------------------------------------------------------------|
 CM2198| PID    Reference Object                     Distance      Geod. Az  |
 CM2198|                                                           dddmmss.s |
 CM2198| CM2195 FAIRFAX                              28.573 METERS 10514     |
 CM2198| CY9397 FAIRFAX RM 1                                       10832     |
 CM2198| CY9398 FAIRFAX RM 2                                       15407     |
 CM2198| CY9399 FAIRFAX RM 4                                       2364930.0 |
 CM2198|---------------------------------------------------------------------|
 CM2198
 CM2198                          SUPERSEDED SURVEY CONTROL
 CM2198
 CM2198  NAD 83(1992)-  32 45 47.08291(N)    085 12 43.65175(W) AD(       ) 1
 CM2198  ELLIP H (12/04/92)  200.36   (m)                       GP(       ) 4 1
 CM2198  NAD 83(1986)-  32 45 47.08861(N)    085 12 43.64832(W) AD(       ) 1
 CM2198  NAD 27      -  32 45 46.61677(N)    085 12 43.85915(W) AD(       ) 1
 CM2198  NGVD 29 (07/19/86)  229.1    (m)          752.     (f) VERT ANG       
 CM2198
 CM2198.Superseded values are not recommended for survey control.
 CM2198.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2198.See file dsdata.txt to determine how the superseded data were derived.
 CM2198
 CM2198_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6747226437(NAD 83)
 CM2198_MARKER: DR = REFERENCE MARK DISK
 CM2198_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2198_SP_SET: CONCRETE POST
 CM2198_STAMPING: FAIRFAX 1930 NO. 3 1973
 CM2198_MARK LOGO: NGS   
 CM2198_MAGNETIC: N = NO MAGNETIC MATERIAL
 CM2198_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM2198+STABILITY: SURFACE MOTION
 CM2198_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CM2198+SATELLITE: SATELLITE OBSERVATIONS - February 15, 1991
 CM2198
 CM2198  HISTORY     - Date     Condition        Report By
 CM2198  HISTORY     - 1973     MONUMENTED       NGS
 CM2198  HISTORY     - 1973     GOOD             NGS
 CM2198  HISTORY     - 19910215 GOOD             ALHD
 CM2198
 CM2198                          STATION DESCRIPTION
 CM2198
 CM2198'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973 (LHW)
 CM2198'RM 1 TO RM 2 BLOCKED BY HOUSE.
 CM2198'
 CM2198'RM 3 TO RM 1 BLOCKED BY BRUSH.
 CM2198'
 CM2198'THE STATION IS LOCATED ABOUT 12 MILES NORTHEAST OF OPELIKA, 6
 CM2198'MILES SOUTH-SOUTHWEST OF THE JUNCTION OF INTERSTATE HIGHWAY 85
 CM2198'AND U.S. HIGHWAY 29, BETWEEN THE TOWNS OF LANETT AND LANGDALE,
 CM2198'3.5 MILES WEST OF THE CHATTAHOOCHEE RIVER, AND ON PROPERTY OWNED
 CM2198'AND OCCUPIED BY MR. CHARLES MADDUX, TELEPHONE 756-4882.
 CM2198'
 CM2198'TRIANGULATION STATION FAIRFAX 1930, SEE DESCRIPTION THEREOF,
 CM2198'COULD NOT BE BUILT OVER AT THIS TIME.  REFERENCE MARK 3 WAS
 CM2198'ESTABLISHED AND OCCUPIED, A TRAVERSE TIE WAS MADE.
 CM2198'
 CM2198'TO REACH FROM THE JUNCTION OF INTERSTATE HIGHWAY 85 AND
 CM2198'U.S. HIGHWAY 29, GO SOUTH ON HIGHWAY 29 FOR 5 MILES TO A
 CM2198'CROSSROAD AT THE END OF THE FOUR LANE HIGHWAY.  CONTINUE
 CM2198'SOUTHERLY ON HIGHWAY 29 FOR 1 MILE TO A FORK.  TAKE THE RIGHT
 CM2198'FORK AND CONTINUE SOUTHWEST ON HIGHWAY 29 FOR 1.1 MILES TO A
 CM2198'DRIVEWAY ON THE RIGHT AND THE STATION AT THE END OF THE DRIVEWAY
 CM2198'AT THE REAR OF THE HOME OF MR. MADDUX.  TO REACH REFERENCE MARK
 CM2198'4, CONTINUE ON THE HIGHWAY FOR 0.2 MILE TO A PAVED ROAD ON THE
 CM2198'RIGHT.  TURN RIGHT AND GO WESTERLY FOR 0.1 MILE TO THE MARK
 CM2198'ON THE LEFT.
 CM2198'
 CM2198'THE STATION MARK, A STANDARD REFERENCE MARK DISK STAMPED
 CM2198'FAIRFAX 1930 NO 3 1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL
 CM2198'CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE.  IT IS 97 FEET
 CM2198'NORTH-NORTHWEST OF A LARGE PECAN TREE, 76 FEET NORTHWEST OF A
 CM2198'TRIPLE-TRUNKED PECAN TREE AND 32 FEET NORTHWEST OF THE NORTHEAST
 CM2198'CORNER OF A METAL SHED.  AN UNDERGROUND REFERENCE MARK DISK WAS
 CM2198'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE ABOUT 42 INCHES
 CM2198'BELOW THE GROUND SURFACE.
 CM2198'
 CM2198'THE ORIGINAL TRIANGULATION STATION MARK, A STANDARD DISK
 CM2198'STAMPED FAIRFAX 1930, IS SET IN THE TOP OF A 12-INCH SQUARE
 CM2198'CONCRETE MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND
 CM2198'SURFACE.  IT IS 54 FEET NORTH OF THE NORTHWEST CORNER OF THE
 CM2198'HOUSE, 36 FEET EAST OF A FENCE AND 7 FEET SOUTHWEST OF A WALNUT
 CM2198'TREE.
 CM2198'
 CM2198'REFERENCE MARK 1, A STANDARD DISK STAMPED FAIRFAX NO 1 1930, IS
 CM2198'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 CM2198'PROJECTS 2 INCHES ABOVE THE GROUND SURFACE.  IT IS 41 FEET
 CM2198'NORTHWEST OF THE CENTER OF THE HIGHWAY, 2.5 FEET WEST-NORTHWEST
 CM2198'OF A UTILITY POLE AND 1 FOOT NORTHWEST OF A METAL WITNESS POST.
 CM2198'
 CM2198'REFERENCE MARK 2, A STANDARD DISK (UNABLE TO READ STAMPING), IS
 CM2198'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH
 CM2198'PROJECTS 8 INCHES ABOVE THE GROUND SURFACE.  IT IS 42.5 FEET
 CM2198'NORTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 29 FEET
 CM2198'SOUTHWEST OF THE TRIPLE-TRUNKED PECAN TREE, AND 9.5 FEET NORTH
 CM2198'OF A LARGE PECAN TREE.
 CM2198'
 CM2198'REFERENCE MARK 4, A STANDARD DISK STAMPED FAIRFAX 1930 NO 4
 CM2198'1973, IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CM2198'MONUMENT WHICH PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT
 CM2198'IS 27 FEET WEST OF THE CENTER OF THE ROAD, 2 FEET NORTH OF A
 CM2198'UTILITY POLE AND 1.5 FEET SOUTH OF A METAL WITNESS POST.
 CM2198'
 CM2198'NOTE--THE DISKS ON FAIRFAX 1930 AND REFERENCE MARK 2 HAVE BEEN
 CM2198'BADLY DEFACED BUT ARE SOLID IN PLACE.  A NEW POINT WAS MADE ON
 CM2198'THE REFERENCE MARK DISK AND MEASURED TO.
 CM2198'
 CM2198'HEIGHT OF LIGHT ABOVE STATION MARK 26.4 METERS.
 CM2198
 CM2198                          STATION RECOVERY (1973)
 CM2198
 CM2198'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 CM2198'RECOVERED IN GOOD CONDITION.
 CM2198
 CM2198                          STATION RECOVERY (1991)
 CM2198
 CM2198'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2198'THE STATION IS LOCATED IN CHAMBERS COUNTY ON PROPERTY OWNED BY MR.
 CM2198'CHARLEY MADDUX, ABOUT 2.85 MI (4.59 KM) SOUTHWEST OF FAIRFAX AND
 CM2198'ABOUT 14.50 MI (23.33 KM) SOUTHEAST OF LAFAYETTE.
 CM2198'TO REACH THE STATION FROM EXIT 70 ON I-85 (MILE POST 3.OO ON CHAMBERS
 CM2198'COUNTY ROAD NO. 388) DRIVE EASTERLY ON CHAMBERS COUNTY ROAD NO. 388
 CM2198'FOR 4.15 MI (6.68 KM) TO MILE POST 7.15 AND U.S. 29 LEFT AND RIGHT,
 CM2198'TURN LEFT ON U.S. 29 AND DRIVE NORTHEAST FOR 0.30 MI (0.48 KM) TO
 CM2198'MILE POST 202.35 AND A WHITE FRAME HOUSE ON THE LEFT ON TOP OF A LOW
 CM2198'HILL WITH THE STATION BEHIND THE HOUSE.
 CM2198'THE STATION IS LOCATED IN THE BACK YARD OF MR. CHARLEY MADDUXS
 CM2198'RESIDENCE, 42.0 FT (12.8 M) EAST-NORTHEAST OF AN EIGHT-INCH CHARRED
 CM2198'POST WITH A BIRD HOUSE, 76.0 FT (23.2 M) NORTHWEST OF A TRIPLE TRUNK
 CM2198'PECAN TREE, 93.7 FT (28.6 M) WEST-NORTHWEST OF TRIANGULATION STATION
 CM2198'FAIRFAX 1930, 97.0 FT (29.6 M) NORTH-NORTHWEST OF A LARGE PECAN TREE,
 CM2198'0.8 FT (0.2 M) SOUTHEAST OF A CARSONITE WITNESS POST AND SET ONE-INCH
 CM2198'UNDERGROUND.
 CM2198'FAIRFAX AZIMUTH 1973 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
 CM2198'BEFORE USING THIS STATION AT NIGHT, PLEASE NOTIFY
 CM2198'MR. CHARLEY MADDUX
 CM2198'2311 U. S. HIGHWAY 29
 CM2198'VALLEY, ALABAMA 36854
 CM2198'PHONE HOME 205-756-4882 OR SHOP 205-756-4883
 CM2198'MADDUX TELEVISION
 CM2198'4405 20TH AVENUE
 CM2198'VALLEY, ALABAMA 36854.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2186 ***********************************************************************
 CM2186  DESIGNATION -  FAIRFAX WEST POINT MFG TANK
 CM2186  PID         -  CM2186
 CM2186  STATE/COUNTY-  AL/CHAMBERS
 CM2186  USGS QUAD   -  LANETT SOUTH (1984)
 CM2186
 CM2186                         *CURRENT SURVEY CONTROL
 CM2186  ___________________________________________________________________
 CM2186* NAD 83(1992)-  32 47 31.05631(N)    085 11 09.06859(W)     ADJUSTED  
 CM2186* NAVD 88     -                                                        
 CM2186  ___________________________________________________________________
 CM2186  LAPLACE CORR-           0.99  (seconds)                    DEFLEC99
 CM2186  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 CM2186
 CM2186  HORZ ORDER  -  THIRD
 CM2186
 CM2186.The horizontal coordinates were established by classical geodetic methods
 CM2186.and adjusted by the National Geodetic Survey in September 1997..
 CM2186
 CM2186
 CM2186.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2186
 CM2186.The geoid height was determined by GEOID03.
 CM2186
 CM2186;                    North         East     Units Scale Factor Converg.
 CM2186;SPC AL E     -   254,309.576   260,648.895   MT  1.00000534   +0 21 02.4
 CM2186;SPC GA W     -   309,991.383   604,538.367   MT  1.00001233   -0 33 07.3
 CM2186;SPC GA W     - 1,017,030.06  1,983,389.63   sFT  1.00001233   -0 33 07.3
 CM2186;UTM  16      - 3,629,680.864   669,878.541   MT  0.99995585   +0 58 57.9
 CM2186
 CM2186                          SUPERSEDED SURVEY CONTROL
 CM2186
 CM2186  NAD 83(1992)-  32 47 31.05628(N)    085 11 09.06968(W) AD(       ) 4
 CM2186  NAD 83(1986)-  32 47 31.06152(N)    085 11 09.06650(W) AD(       ) 4
 CM2186  NAD 27      -  32 47 30.59500(N)    085 11 09.27400(W) AD(       ) 3
 CM2186
 CM2186.Superseded values are not recommended for survey control.
 CM2186.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2186.See file dsdata.txt to determine how the superseded data were derived.
 CM2186
 CM2186_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6987929681(NAD 83)
 CM2186_MARKER: 53 = ELEVATED TANK
 CM2186
 CM2186  HISTORY     - Date     Condition        Report By
 CM2186  HISTORY     - 1941     FIRST OBSERVED   CGS
 CM2186  HISTORY     - 1957     GOOD             CGS
 CM2186  HISTORY     - 1986     GOOD             USPSQD
 CM2186
 CM2186                          STATION DESCRIPTION
 CM2186
 CM2186'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2186'THIS INTERSECTION STATION IS THE FINIAL OF A SILVER PAINTED WATER
 CM2186'TANK OF THE FAIRFAX DIVISION OF THE WEST POINT MANUFACTURING
 CM2186'COMPANY.  IT IS ABOUT 125 FEET IN HEIGHT WITH A SMALL TANK BUILT
 CM2186'INTO THE STANDPIPE BENEATH THE MAIN TANK.  IT IS AT THE S END OF
 CM2186'THE MILL.
 CM2186
 CM2186                          STATION RECOVERY (1957)
 CM2186
 CM2186'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (CTH)
 CM2186'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED.  THE
 CM2186'DESCRIPTON IS ADEQUATE AND COMPLETE.
 CM2186
 CM2186                          STATION RECOVERY (1986)
 CM2186
 CM2186'RECOVERY NOTE BY US POWER SQUADRON 1986 (DTH)
 CM2186'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV1448 ***********************************************************************
 BV1448  DESIGNATION -  FAIRFIELD LOOKOUT TOWER
 BV1448  PID         -  BV1448
 BV1448  STATE/COUNTY-  AL/WASHINGTON
 BV1448  USGS QUAD   -  CALVERT (1982)
 BV1448
 BV1448                         *CURRENT SURVEY CONTROL
 BV1448  ___________________________________________________________________
 BV1448* NAD 83(1992)-  31 11 18.52489(N)    088 05 21.05123(W)     ADJUSTED  
 BV1448* NAVD 88     -                                                        
 BV1448  ___________________________________________________________________
 BV1448  LAPLACE CORR-          -1.68  (seconds)                    DEFLEC99
 BV1448  GEOID HEIGHT-         -28.18  (meters)                     GEOID03
 BV1448
 BV1448  HORZ ORDER  -  THIRD
 BV1448
 BV1448.The horizontal coordinates were established by classical geodetic methods
 BV1448.and adjusted by the National Geodetic Survey in December 1992..
 BV1448
 BV1448
 BV1448.The Laplace correction was computed from DEFLEC99 derived deflections.
 BV1448
 BV1448.The geoid height was determined by GEOID03.
 BV1448
 BV1448;                    North         East     Units Scale Factor Converg.
 BV1448;SPC AL W     -   131,898.549   543,844.972   MT  0.99997222   -0 18 18.4
 BV1448;UTM  16      - 3,451,001.310   396,222.344   MT  0.99973284   -0 33 50.7
 BV1448
 BV1448                          SUPERSEDED SURVEY CONTROL
 BV1448
 BV1448  NAD 83(1986)-  31 11 18.54178(N)    088 05 21.05459(W) AD(       ) 4
 BV1448  NAD 27      -  31 11 17.91200(N)    088 05 21.05000(W) AD(       ) 3
 BV1448
 BV1448.Superseded values are not recommended for survey control.
 BV1448.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV1448.See file dsdata.txt to determine how the superseded data were derived.
 BV1448
 BV1448_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV9622251001(NAD 83)
 BV1448_MARKER: 57 = LOOKOUT TOWER
 BV1448
 BV1448  HISTORY     - Date     Condition        Report By
 BV1448  HISTORY     - 1943     FIRST OBSERVED   CGS
 BV1448
 BV1448                          STATION DESCRIPTION
 BV1448
 BV1448'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (KBJ)
 BV1448'THIS INTERSECTION STATION IS LOCATED ABOUT 10 MILES NE OF CITRONELLE
 BV1448'AND ABOUT 5 MILES NW OF CALVERT ON THE N SIDE OF AN E-W ROAD. THE
 BV1448'LAND IS OWNED BY THE ALABAMA STATE FOREST FIRE SERVICE. IT IS A
 BV1448'FOUR-LEGGED GREY STEEL TOWER ABOUT 110 FEET HIGH WITH AN ENCLOSED
 BV1448'CAB ON THE TOP. THE POINT OBSERVED ON WAS THE POINT OF THE ROOF
 BV1448'OF THE CAB.
 BV1448'
 BV1448'TO REACH FROM THE POST OFFICE IN CITRONELLE GO N 0.1 MILE, TURN LEFT
 BV1448'AND GO 0.05 MILE TO A T-ROAD RIGHT, TURN RIGHT AND GO 10.85 MILES TO
 BV1448'A FORKS, TAKE LEFT FORK AND GO 0.85 MILE TO RAILROAD TRACKS, CROSS
 BV1448'TRACKS AND GO 1.15 MILES TO A T-ROAD INTERSECTION, TURN RIGHT AND
 BV1448'GO 4.7 MILES TO LOOKOUT TOWER ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4982 ***********************************************************************
 BG4982  DESIGNATION -  FAIRHOPE MUN PIER
 BG4982  PID         -  BG4982
 BG4982  STATE/COUNTY-  AL/BALDWIN
 BG4982  USGS QUAD   -  DAPHNE (1982)
 BG4982
 BG4982                         *CURRENT SURVEY CONTROL
 BG4982  ___________________________________________________________________
 BG4982* NAD 83(1992)-  30 31 32.05602(N)    087 55 01.37417(W)     ADJUSTED  
 BG4982* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BG4982  ___________________________________________________________________
 BG4982  LAPLACE CORR-           1.39  (seconds)                    DEFLEC99
 BG4982  GEOID HEIGHT-         -28.22  (meters)                     GEOID03
 BG4982
 BG4982  HORZ ORDER  -  THIRD
 BG4982
 BG4982.The horizontal coordinates were established by classical geodetic methods
 BG4982.and adjusted by the National Geodetic Survey in December 1992..
 BG4982
 BG4982.The orthometric height was scaled from a topographic map.
 BG4982
 BG4982.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4982
 BG4982.The geoid height was determined by GEOID03.
 BG4982
 BG4982;                    North         East     Units Scale Factor Converg.
 BG4982;SPC AL W     -    58,333.279   559,976.776   MT  0.99995309   -0 12 42.6
 BG4982;UTM  16      - 3,377,382.861   412,020.749   MT  0.99969549   -0 27 57.0
 BG4982
 BG4982!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4982!SPC AL W     -   1.00000394  x   0.99995309  =   0.99995702
 BG4982!UTM  16      -   1.00000394  x   0.99969549  =   0.99969942
 BG4982
 BG4982                          SUPERSEDED SURVEY CONTROL
 BG4982
 BG4982  NAD 83(1992)-  30 31 32.07845(N)    087 55 01.37994(W) AD(       ) 3
 BG4982
 BG4982.Superseded values are not recommended for survey control.
 BG4982.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4982.See file dsdata.txt to determine how the superseded data were derived.
 BG4982
 BG4982_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1202177383(NAD 83)
 BG4982_MARKER: DD = SURVEY DISK
 BG4982_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 BG4982+WITH SETTING: PAVEMENT
 BG4982_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4982_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4982+STABILITY: SURFACE MOTION
 BG4982_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4982+SATELLITE: SATELLITE OBSERVATIONS - March 06, 2006
 BG4982
 BG4982  HISTORY     - Date     Condition        Report By
 BG4982  HISTORY     - 1984     MONUMENTED       NOS
 BG4982  HISTORY     - 20030409 GOOD             USPSQD
 BG4982  HISTORY     - 20030828 GOOD             USPSQD
 BG4982  HISTORY     - 20050720 GOOD             USPSQD
 BG4982  HISTORY     - 20060306 GOOD             USPSQD
 BG4982
 BG4982                          STATION DESCRIPTION
 BG4982
 BG4982'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BG4982'THE STATION IS LOCATED ON THE SW END OF THE FAIRHOPE MUNICIPAL PIER.
 BG4982'
 BG4982'TO REACH THE STATION FROM THE POST OFFICE IN FAIRHOPE, GO N ON
 BG4982'SECTION STREET TO FAIRHOPE AVE. (BUS. 98) TURN LEFT AND PROCEED W
 BG4982'FOR 0.72 KM (0.45 MI) TO THE MUNICIPAL PIER AND THE STATION ON THE
 BG4982'END, APPROXIMATELY 1200 FT FROM SHORE.
 BG4982'
 BG4982'STATION MARK IS A STANDARD NOS BRASS DISK STAMPED---FAIRHOPE MUN
 BG4982'PIER 1984---, SET FLUSH WITH THE CONCRETE SURFACE OF THE PIER.  IT
 BG4982'IS 14.99 M (49.18 FT) S OF THE CENTERLINE OF THE PIER ON END OF T,
 BG4982'1.408 M (4.62 FT) W OF BASE TO LAMP POST, 0.859 M (2.81 FT) E OF
 BG4982'WESTERLY FACE OF PIER, 2.14 FT N OF S END OF T.
 BG4982'
 BG4982'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BG4982'
 BG4982'DESCRIBED BY GARY L. MERRILL.
 BG4982
 BG4982                          STATION RECOVERY (2003)
 BG4982
 BG4982'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4982'CORRECT , 1200 TO READ 1425 FT FROM SHORE.
 BG4982
 BG4982                          STATION RECOVERY (2003)
 BG4982
 BG4982'RECOVERY NOTE BY US POWER SQUADRON 2003 (PWP)
 BG4982'TO REACH THE STATION FROM THE INTERSECTION OF FAIRHOPE AVE. AND
 BG4982'SECTION ST.IN DOWNTOWN FAIRHOPE, AL., GO WEST ON FAIRHOPE AVE. FOR
 BG4982'0.89KM (0.55 MI.) TO THE MUNICIPAL PIER. THE STATION IS LOCATED
 BG4982'APPROX. 1425 FEET FROM THE SHORELINE AT THE END OF THE PIER.
 BG4982
 BG4982                          STATION RECOVERY (2005)
 BG4982
 BG4982'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG4982'RECOVERED IN GOOD CONDITION.
 BG4982
 BG4982                          STATION RECOVERY (2006)
 BG4982
 BG4982'RECOVERY NOTE BY US POWER SQUADRON 2006 (PWP)
 BG4982'THIS STATION IS LOCATED ON THE SW END OF THE FAIRHOPE MUNICIPAL PIER.
 BG4982'ALTHOUGH THE PIER WAS SEVERELY DAMAGED BY THE STORM SURGE OF HURRICANE
 BG4982'KATRINA ON AUGUST 29,2005, THE PILING, CROSS BEAMS AND OUTERMOST
 BG4982'WALKWAY SLABS ARE STILL IN PLACE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4145 ***********************************************************************
 BG4145  DESIGNATION -  FAIRHOPE MUNICIPAL TANK
 BG4145  PID         -  BG4145
 BG4145  STATE/COUNTY-  AL/BALDWIN
 BG4145  USGS QUAD   -  DAPHNE (1982)
 BG4145
 BG4145                         *CURRENT SURVEY CONTROL
 BG4145  ___________________________________________________________________
 BG4145* NAD 83(1992)-  30 31 24.76065(N)    087 54 09.33216(W)     ADJUSTED  
 BG4145* NAVD 88     -                                                        
 BG4145  ___________________________________________________________________
 BG4145  LAPLACE CORR-           1.47  (seconds)                    DEFLEC99
 BG4145  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 BG4145
 BG4145  HORZ ORDER  -  THIRD
 BG4145
 BG4145.The horizontal coordinates were established by classical geodetic methods
 BG4145.and adjusted by the National Geodetic Survey in December 1992..
 BG4145
 BG4145
 BG4145.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4145
 BG4145.The geoid height was determined by GEOID03.
 BG4145
 BG4145;                    North         East     Units Scale Factor Converg.
 BG4145;SPC AL W     -    58,103.592   561,363.307   MT  0.99995174   -0 12 16.1
 BG4145;UTM  16      - 3,377,147.090   413,405.891   MT  0.99969250   -0 27 30.4
 BG4145
 BG4145                          SUPERSEDED SURVEY CONTROL
 BG4145
 BG4145  NAD 83(1986)-  30 31 24.78322(N)    087 54 09.33706(W) AD(       ) 4
 BG4145  NAD 27      -  30 31 24.08600(N)    087 54 09.35800(W) AD(       ) 3
 BG4145
 BG4145.Superseded values are not recommended for survey control.
 BG4145.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4145.See file dsdata.txt to determine how the superseded data were derived.
 BG4145
 BG4145_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1340677147(NAD 83)
 BG4145_MARKER: 53 = ELEVATED TANK
 BG4145
 BG4145  HISTORY     - Date     Condition        Report By
 BG4145  HISTORY     - 1938     FIRST OBSERVED   CGS
 BG4145  HISTORY     - 1959     GOOD             CGS
 BG4145  HISTORY     - 1960     GOOD             CGS
 BG4145  HISTORY     - 1985     GOOD             USPSQD
 BG4145  HISTORY     - 19980312 MARK NOT FOUND   USPSQD
 BG4145
 BG4145                          STATION DESCRIPTION
 BG4145
 BG4145'DESCRIBED BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BG4145'THE STATION WAS RECOVERED IN GOOD CONDITION.  THERE WAS NO PREVIOUS
 BG4145'DESCRIPTION, A NEW DESCRIPTION AS FOLLOWS.
 BG4145'
 BG4145'THE STATION IS LOCATED IN THE CENTER OF THE TOWN OF FAIRHOPE IN BACK
 BG4145'OF THE FAIRHOPE FIRE DEPARTMENT.  IT IS 185.0 FEET NORTH OF
 BG4145'CENTERLINE OF FAIRHOPE AVENUE AND 121.0 FEET EAST OF THE CENTERLINE
 BG4145'OF SECTION STREET.
 BG4145'
 BG4145'THE STATION IS THE FINIAL ON TOP OF A SKELETON STEEL SILVER WATER
 BG4145'TANK WHICH IS ABOUT 100 FEET HIGH.
 BG4145
 BG4145                          STATION RECOVERY (1960)
 BG4145
 BG4145'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BG4145'STATION IS LOCATED IN THE BUSINESS DISTRICT OF FAIRHOPE AND IS
 BG4145'DIRECTLY BEHIND THE CITY POLICE AND FIRE DEPARTMENT OFFICES.  TANK
 BG4145'IS OF STEEL STRUCTURE, ABOUT 100 FEET IN HEIGHT, DULL SILVER IN
 BG4145'COLOR AND IS SUPPORTED BY 4 STEEL LEGS.  THE CITY FIRE SIREN IS
 BG4145'LOCATED ON THE SOUTHWEST LEG OF TANK.  THE POINT OF INTERSECTION
 BG4145'WAS FINIAL OF THE CONE SHAPED TOP OF THE TANK.
 BG4145
 BG4145                          STATION RECOVERY (1985)
 BG4145
 BG4145'RECOVERY NOTE BY US POWER SQUADRON 1985 (EC)
 BG4145'RECOVERED IN GOOD CONDITION.
 BG4145
 BG4145                          STATION RECOVERY (1998)
 BG4145
 BG4145'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG4145'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4983 ***********************************************************************
 BG4983  DESIGNATION -  FAIRHOPE TANK
 BG4983  PID         -  BG4983
 BG4983  STATE/COUNTY-  AL/BALDWIN
 BG4983  USGS QUAD   -  DAPHNE (1982)
 BG4983
 BG4983                         *CURRENT SURVEY CONTROL
 BG4983  ___________________________________________________________________
 BG4983* NAD 83(1992)-  30 30 57.22271(N)    087 53 51.14499(W)     ADJUSTED  
 BG4983* NAVD 88     -                                                        
 BG4983  ___________________________________________________________________
 BG4983  LAPLACE CORR-           1.44  (seconds)                    DEFLEC99
 BG4983  GEOID HEIGHT-         -28.19  (meters)                     GEOID03
 BG4983
 BG4983  HORZ ORDER  -  THIRD
 BG4983
 BG4983.The horizontal coordinates were established by classical geodetic methods
 BG4983.and adjusted by the National Geodetic Survey in December 1992..
 BG4983
 BG4983
 BG4983.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4983
 BG4983.The geoid height was determined by GEOID03.
 BG4983
 BG4983;                    North         East     Units Scale Factor Converg.
 BG4983;SPC AL W     -    57,253.894   561,845.161   MT  0.99995129   -0 12 06.7
 BG4983;UTM  16      - 3,376,295.486   413,883.851   MT  0.99969148   -0 27 20.8
 BG4983
 BG4983                          SUPERSEDED SURVEY CONTROL
 BG4983
 BG4983  NAD 83(1992)-  30 30 57.24307(N)    087 53 51.15311(W) AD(       ) 4
 BG4983
 BG4983.Superseded values are not recommended for survey control.
 BG4983.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4983.See file dsdata.txt to determine how the superseded data were derived.
 BG4983
 BG4983_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1388476295(NAD 83)
 BG4983_MARKER: 51 = TANK
 BG4983_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4983+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG4983
 BG4983  HISTORY     - Date     Condition        Report By
 BG4983  HISTORY     - 1984     FIRST OBSERVED   NOS
 BG4983  HISTORY     - 19980312 GOOD             USPSQD
 BG4983  HISTORY     - 20030409 GOOD             USPSQD
 BG4983  HISTORY     - 20040424 GOOD             USPSQD
 BG4983  HISTORY     - 20050720 GOOD             USPSQD
 BG4983
 BG4983                          STATION DESCRIPTION
 BG4983
 BG4983'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BG4983'THE STATION IS LOCATED IN THE TOWN OF FAIRHOPE AT THE JUNCTION OF
 BG4983'NICHOLS ROAD AND MERSHON STREET.
 BG4983'
 BG4983'TO REACH THE STATION FROM THE JUNCTION OF I-10 AND US 98 IN BALDWIN
 BG4983'COUNTY, GO S ON US 98 FOR 13.3 KM (8.3 MI) TO NICHOLS ROAD ON THE
 BG4983'RIGHT.  TURN RIGHT ON NICHOLS ROAD AND GO W FOR 0.9 KM (0.55 MI) TO
 BG4983'THE TANK ON THE LEFT.
 BG4983'
 BG4983'THE STATION IS THE CENTER OF THE LARGE OVAL SILVER TANK SUPPORTED
 BG4983'BY EIGHT LEGS AND A CENTRAL STANDPIPE.
 BG4983'
 BG4983'DESCRIBED BY JOHN DANIEL.
 BG4983
 BG4983                          STATION RECOVERY (1998)
 BG4983
 BG4983'RECOVERY NOTE BY US POWER SQUADRON 1998
 BG4983'RECOVERED IN GOOD CONDITION.
 BG4983
 BG4983                          STATION RECOVERY (2003)
 BG4983
 BG4983'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4983'RECOVERED IN GOOD CONDITION.
 BG4983
 BG4983                          STATION RECOVERY (2004)
 BG4983
 BG4983'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG4983'RECOVERED IN GOOD CONDITION.
 BG4983
 BG4983                          STATION RECOVERY (2005)
 BG4983
 BG4983'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG4983'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4175 ***********************************************************************
 BG4175  DESIGNATION -  FAIRPORT
 BG4175  PID         -  BG4175
 BG4175  STATE/COUNTY-  AL/BALDWIN
 BG4175  USGS QUAD   -  POINT CLEAR (1985)
 BG4175
 BG4175                         *CURRENT SURVEY CONTROL
 BG4175  ___________________________________________________________________
 BG4175* NAD 83(1992)-  30 28 00.75174(N)    087 52 38.59433(W)     ADJUSTED  
 BG4175* NAVD 88     -        25.6    (meters)      84.     (feet)  VERTCON   
 BG4175  ___________________________________________________________________
 BG4175  LAPLACE CORR-           1.17  (seconds)                    DEFLEC99
 BG4175  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 BG4175
 BG4175  HORZ ORDER  -  THIRD
 BG4175
 BG4175.This mark is at Fairhope Airport (4R4)
 BG4175
 BG4175.The horizontal coordinates were established by GPS observations
 BG4175.and adjusted by the National Geodetic Survey in December 1992..
 BG4175
 BG4175.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4175.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4175
 BG4175.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4175
 BG4175.The geoid height was determined by GEOID03.
 BG4175
 BG4175;                    North         East     Units Scale Factor Converg.
 BG4175;SPC AL W     -    51,813.194   563,761.240   MT  0.99994953   -0 11 28.9
 BG4175;UTM  16      - 3,370,847.776   415,775.324   MT  0.99968751   -0 26 41.6
 BG4175
 BG4175!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4175!SPC AL W     -   1.00000040  x   0.99994953  =   0.99994993
 BG4175!UTM  16      -   1.00000040  x   0.99968751  =   0.99968791
 BG4175
 BG4175:                Primary Azimuth Mark                     Grid Az
 BG4175:SPC AL W     -  FAIRPORT AZ MK                           189 34 02.4
 BG4175:UTM  16      -  FAIRPORT AZ MK                           189 49 15.1
 BG4175
 BG4175|---------------------------------------------------------------------|
 BG4175| PID    Reference Object                     Distance      Geod. Az  |
 BG4175|                                                           dddmmss.s |
 BG4175| BG4178 FAIRPORT AZ MK                      APPROX. 0.9 KM 1892233.5 |
 BG4175|---------------------------------------------------------------------|
 BG4175
 BG4175                          SUPERSEDED SURVEY CONTROL
 BG4175
 BG4175  NAD 83(1986)-  30 28 00.77083(N)    087 52 38.59684(W) AD(       ) 3
 BG4175  NAD 27      -  30 28 00.06154(N)    087 52 38.61944(W) AD(       ) 3
 BG4175  NGVD 29 (02/20/88)   25.5    (m)           84.     (f) GPS OBS        
 BG4175
 BG4175.Superseded values are not recommended for survey control.
 BG4175.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4175.See file dsdata.txt to determine how the superseded data were derived.
 BG4175
 BG4175_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1577570848(NAD 83)
 BG4175_MARKER: DH = HORIZONTAL CONTROL DISK
 BG4175_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4175_SP_SET: CONCRETE POST
 BG4175_STAMPING: FAIRPORT 1986
 BG4175_MARK LOGO: CGS   
 BG4175_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4175_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4175+STABILITY: SURFACE MOTION
 BG4175_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4175+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG4175
 BG4175  HISTORY     - Date     Condition        Report By
 BG4175  HISTORY     - 1986     MONUMENTED       NGS
 BG4175  HISTORY     - 19870511 GOOD
 BG4175  HISTORY     - 19910129 GOOD             NGS
 BG4175  HISTORY     - 20030409 GOOD             USPSQD
 BG4175  HISTORY     - 20040422 GOOD             USPSQD
 BG4175  HISTORY     - 20050720 GOOD             USPSQD
 BG4175
 BG4175                          STATION DESCRIPTION
 BG4175
 BG4175'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BG4175'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH-SOUTHEAST OF
 BG4175'FAIRHOPE ON FAIRHOPE AIRPORT.  OWNERSHIP--PUBLIC/CITY OF FAIRHOPE,
 BG4175'P.O. BOX 429, FAIRHOPE, AL., 36532 TELEPHONE 205-928-2136.  MANAGER
 BG4175'MARY COSBY, P.O BOX 925, FAIRHOPE, AL., TELEPHONE 205-928-1230.
 BG4175'PERMISSION BY MR. RUSSELL KILGORE, (HOME) TELEPHONE 928-5629 AND BY
 BG4175'PHONE MR. M.L. AUST (ENGINEER) TELEPHONE 943-4286.
 BG4175'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 89 AND COUNTY
 BG4175'HIGHWAY 32, 4 MILES SOUTH OF FAIRHOPE.  TURN LEFT, GO EAST ON
 BG4175'HIGHWAY 32 FOR 0.9 KM (0.55 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.
 BG4175'TURN RIGHT, GO SOUTH 0.6 KM (0.35 MI) ON PAVED DRIVE TO A GATE LEFT
 BG4175'AND LARGE HANGAR AHEAD, THE ADMINISTRATION OFFICE ON EAST SIDE, IN
 BG4175'HANGAR.  PASS THROUGH GATE, GO SOUTHEAST ACROSS APRON FOR 0.2 KM
 BG4175'(0.1 MI) TO THE STATION ON LEFT JUST NORTH OF A RAMP.
 BG4175'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 28.2 METERS
 BG4175'(92.5 FT) EAST FROM THE EAST EDGE OF THE APRON, 26.7 METERS
 BG4175'(87.5 FT) WEST FROM THE CENTER OF RUNWAY, 21.5 METERS (70.7 FT)
 BG4175'NORTH FROM THE CENTER OF THE RAMP AND 11.9 METERS (39 FT) NORTHWEST
 BG4175'FROM A CATCH BASIN COVER.  THE UNDERGROUND DISK IS SET ABOUT 1.0
 BG4175'METER BELOW THE GROUND.
 BG4175'DESCRIBED BY K.R. WALLACE, TYPED BY EDW.
 BG4175
 BG4175                          STATION RECOVERY (1987)
 BG4175
 BG4175'RECOVERED 1987
 BG4175'RECOVERED IN GOOD CONDITION.
 BG4175
 BG4175                          STATION RECOVERY (1991)
 BG4175
 BG4175'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1991
 BG4175'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH-SOUTHEAST OF
 BG4175'FAIRHOPE, AT THE FAIRHOPE AIRPORT, ON THE NORTH SIDE OF THE TAXI
 BG4175'LEADING TO THE JUNCTION OF THE RUNWAY.  OWNERSHIP--CITY OF FAIRHOPE,
 BG4175'P.O. BOX 429, FAIRHOPE, AL 36523.  PHONE 205-928-1230, AIRPORT VICE
 BG4175'PRESIDENT AND GENERAL MANAGER IS J.F. LOCKETT, PHONE 205-928-1230 OR
 BG4175'HOME 205-621-1611.
 BG4175'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 98 AND COUNTY
 BG4175'ROAD 32 LOCATED ABOUT 6.43 KM (4.00 MI) SOUTH OF FAIRHOPE, GO EAST ON
 BG4175'COUNTY ROAD 32 FOR 0.88 KM (0.55 MI) TO THE AIRPORT ENTRANCE ROAD ON
 BG4175'THE RIGHT.  TURN RIGHT, SOUTH, ON THE ENTRANCE ROAD FOR 0.56 KM
 BG4175'(0.35 MI) TO A GATE.  PASS THRU THE GATE AND ONTO THE APRON.  GO
 BG4175'SOUTHEAST ACROSS THE APRON TO THE JUNCTION OF THE TAXI.  CONTINUE
 BG4175'AHEAD ON THE TAXI FOR ABOUT 0.08 KM (0.05 MI) TO THE STATION ON THE
 BG4175'LEFT.
 BG4175'THE STATION IS LOCATED 28.2 M (92.5 FT) EAST OF THE EAST EDGE OF THE
 BG4175'APRON, 26.7 M (87.6 FT) WEST OF THE CENTER OF THE RUNWAY, 21.5 M
 BG4175'(70.5 FT) NORTH OF THE CENTER OF THE TAXI, 11.9 M (39.0 FT) NORTHWEST
 BG4175'OF THE METAL GRATE OF A CATCH BASIN AND 0.3 M (1.0 FT) WEST OF A
 BG4175'FIBERGLASS WITNESS POST.
 BG4175
 BG4175                          STATION RECOVERY (2003)
 BG4175
 BG4175'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4175'RECOVERED IN GOOD CONDITION.
 BG4175
 BG4175                          STATION RECOVERY (2004)
 BG4175
 BG4175'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG4175'WITNESS POST FOUND.
 BG4175
 BG4175                          STATION RECOVERY (2005)
 BG4175
 BG4175'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG4175'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4178 ***********************************************************************
 BG4178  DESIGNATION -  FAIRPORT AZ MK
 BG4178  PID         -  BG4178
 BG4178  STATE/COUNTY-  AL/BALDWIN
 BG4178  USGS QUAD   -  POINT CLEAR (1985)
 BG4178
 BG4178                         *CURRENT SURVEY CONTROL
 BG4178  ___________________________________________________________________
 BG4178* NAD 83(1992)-  30 27 31.76349(N)    087 52 44.11946(W)     ADJUSTED  
 BG4178* NAVD 88     -        19.0    (meters)      62.     (feet)  VERTCON   
 BG4178  ___________________________________________________________________
 BG4178  LAPLACE CORR-           1.15  (seconds)                    DEFLEC99
 BG4178  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BG4178
 BG4178  HORZ ORDER  -  THIRD
 BG4178
 BG4178.This mark is at Fairhope Airport (4R4)
 BG4178
 BG4178.The horizontal coordinates were established by GPS observations
 BG4178.and adjusted by the National Geodetic Survey in December 1992..
 BG4178
 BG4178.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4178.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4178
 BG4178.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4178
 BG4178.The geoid height was determined by GEOID03.
 BG4178
 BG4178;                    North         East     Units Scale Factor Converg.
 BG4178;SPC AL W     -    50,921.057   563,610.871   MT  0.99994966   -0 11 31.5
 BG4178;UTM  16      - 3,369,956.547   415,621.048   MT  0.99968783   -0 26 44.0
 BG4178
 BG4178!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4178!SPC AL W     -   1.00000143  x   0.99994966  =   0.99995109
 BG4178!UTM  16      -   1.00000143  x   0.99968783  =   0.99968926
 BG4178
 BG4178:                Primary Azimuth Mark                     Grid Az
 BG4178:SPC AL W     -  FAIRPORT                                 009 34 02.2
 BG4178:UTM  16      -  FAIRPORT                                 009 49 14.7
 BG4178
 BG4178|---------------------------------------------------------------------|
 BG4178| PID    Reference Object                     Distance      Geod. Az  |
 BG4178|                                                           dddmmss.s |
 BG4178| BG4175 FAIRPORT                            APPROX. 0.9 KM 0092230.7 |
 BG4178|---------------------------------------------------------------------|
 BG4178
 BG4178                          SUPERSEDED SURVEY CONTROL
 BG4178
 BG4178  NAD 83(1986)-  30 27 31.78257(N)    087 52 44.12199(W) AD(       ) 3
 BG4178  NAD 27      -  30 27 31.07250(N)    087 52 44.14460(W) AD(       ) 3
 BG4178  NGVD 29 (02/20/88)   19.0    (m)           62.     (f) GPS OBS        
 BG4178
 BG4178.Superseded values are not recommended for survey control.
 BG4178.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4178.See file dsdata.txt to determine how the superseded data were derived.
 BG4178
 BG4178_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1562169957(NAD 83)
 BG4178_MARKER: DZ = AZIMUTH MARK DISK
 BG4178_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG4178_SP_SET: CONCRETE POST
 BG4178_STAMPING: FAIRPORT 1986
 BG4178_MARK LOGO: NGS   
 BG4178_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4178+STABILITY: SURFACE MOTION
 BG4178_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BG4178+SATELLITE: SATELLITE OBSERVATIONS - July 20, 2005
 BG4178
 BG4178  HISTORY     - Date     Condition        Report By
 BG4178  HISTORY     - 1986     MONUMENTED       NGS
 BG4178  HISTORY     - 19870511 GOOD
 BG4178  HISTORY     - 20030409 GOOD             USPSQD
 BG4178  HISTORY     - 20040422 GOOD             USPSQD
 BG4178  HISTORY     - 20050720 GOOD             USPSQD
 BG4178
 BG4178                          STATION DESCRIPTION
 BG4178
 BG4178'DESCRIBED BY NATIONAL GEODETIC SURVEY 1986
 BG4178'THE STATION IS LOCATED ABOUT 6.4 KM (4.0 MI) SOUTH-SOUTHEAST OF
 BG4178'FAIRHOPE ON FAIRHOPE AIRPORT.  OWNERSHIP--PUBLIC/CITY OF FAIRHOPE,
 BG4178'P.O. BOX 429, FAIRHOPE, AL., 36532, TELEPHONE 205-928-2136. MANAGER
 BG4178'MARY COSBY, P.O. BOX 925, FAIRHOPE, AL., TELEPHONE 205-928-1230.
 BG4178'PERMISSION BY MR. RUSSELL KILGORE, (HOME) TELEPHONE 928-5629 AND BY
 BG4178'PHONE MR. M.L. AUST (ENGINEER) TELEPHONE 943-4286.
 BG4178'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 89 AND COUNTY
 BG4178'HIGHWAY 32, 4 MILES SOUTH FAIRHOPE.  TURN LEFT, GO EAST ON HIGHWAY
 BG4178'32 FOR 0.9 KM (0.55 MI) TO THE AIRPORT ENTRANCE ON THE RIGHT.  TURN
 BG4178'RIGHT, GO SOUTH 0.6 KM (0.35 MI) ON PAVED DRIVE TO A GATE LEFT AND
 BG4178'LARGE HANGAR AHEAD, THE ADMINISTRATION OFFICE ON EAST SIDE, IN HANGAR.
 BG4178'PASS THROUGH GATE, GO SOUTHEAST ACROSS APRON FOR 0.2 KM (0.1 MI) TO
 BG4178'STATION FAIRPORT ON LEFT JUST NORTH OF A RAMP, GO SOUTH-SOUTHWEST
 BG4178'ALONG TAXIWAY FOR 1.0 KM (0.65 MI) TO THE STATION ON THE LEFT NEAR
 BG4178'END OF RUNWAY 1.
 BG4178'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 34.1 METERS
 BG4178'(112 FT) EAST FROM CENTER OF TAXIWAY, 27.0 METERS (88.5 FT) WEST
 BG4178'FROM CENTERLINE OF RUNWAY 1 AND 21.2 METERS (69.5 FT) NORTH FROM
 BG4178'CENTER OF A RAMP.  THE UNDERGROUND DISK IS SET ABOUT 1.0 METER
 BG4178'BELOW THE GROUND.
 BG4178'DESCRIBED BY K.R. WALLACE, TYPED BY EDW.
 BG4178
 BG4178                          STATION RECOVERY (1987)
 BG4178
 BG4178'RECOVERED 1987
 BG4178'RECOVERED IN GOOD CONDITION.
 BG4178
 BG4178                          STATION RECOVERY (2003)
 BG4178
 BG4178'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BG4178'RECOVERED IN GOOD CONDITION.
 BG4178
 BG4178                          STATION RECOVERY (2004)
 BG4178
 BG4178'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BG4178'RECOVERED IN GOOD CONDITION.
 BG4178
 BG4178                          STATION RECOVERY (2005)
 BG4178
 BG4178'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BG4178'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2267 ***********************************************************************
 CM2267  DESIGNATION -  FARM
 CM2267  PID         -  CM2267
 CM2267  STATE/COUNTY-  AL/CHAMBERS
 CM2267  USGS QUAD   -  LAFAYETTE (1983)
 CM2267
 CM2267                         *CURRENT SURVEY CONTROL
 CM2267  ___________________________________________________________________
 CM2267* NAD 83(1992)-  32 53 03.76883(N)    085 24 28.22688(W)     ADJUSTED  
 CM2267* NAVD 88     -       262.     (meters)     860.     (feet)  SCALED    
 CM2267  ___________________________________________________________________
 CM2267  LAPLACE CORR-           0.37  (seconds)                    DEFLEC99
 CM2267  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CM2267
 CM2267  HORZ ORDER  -  FIRST
 CM2267
 CM2267.The horizontal coordinates were established by classical geodetic methods
 CM2267.and adjusted by the National Geodetic Survey in September 1997..
 CM2267
 CM2267.The orthometric height was scaled from a topographic map.
 CM2267
 CM2267.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2267
 CM2267.The geoid height was determined by GEOID03.
 CM2267
 CM2267;                    North         East     Units Scale Factor Converg.
 CM2267;SPC AL E     -   264,453.373   239,813.986   MT  0.99997954   +0 13 51.7
 CM2267;UTM  16      - 3,639,593.152   648,934.495   MT  0.99987351   +0 51 52.6
 CM2267
 CM2267!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2267!SPC AL E     -   0.99996342  x   0.99997954  =   0.99994296
 CM2267!UTM  16      -   0.99996342  x   0.99987351  =   0.99983694
 CM2267
 CM2267:                Primary Azimuth Mark                     Grid Az
 CM2267:SPC AL E     -  LAFAYETTE AVONDALE MILLS TANK            007 24 32.9
 CM2267:UTM  16      -  LAFAYETTE AVONDALE MILLS TANK            006 46 32.0
 CM2267
 CM2267|---------------------------------------------------------------------|
 CM2267| PID    Reference Object                     Distance      Geod. Az  |
 CM2267|                                                           dddmmss.s |
 CM2267| CM2269 LAFAYETTE AVONDALE MILLS TANK       APPROX. 2.6 KM 0073824.6 |
 CM2267| CM2270 LAFAYETTE MUNICIPAL TANK            APPROX. 1.6 KM 0173401.7 |
 CM2267| CM2271 LAFAYETTE COURTHOUSE                APPROX. 1.8 KM 0213731.8 |
 CM2267| CM2268 LAFAYETTE MAG STATION                84.658 METERS 04135     |
 CM2267| CY9401 FARM RM 1                            36.564 METERS 12334     |
 CM2267| CY9400 FARM AZ MK                                         1715244.8 |
 CM2267| CY9402 FARM RM 2                            35.951 METERS 21004     |
 CM2267|---------------------------------------------------------------------|
 CM2267
 CM2267                          SUPERSEDED SURVEY CONTROL
 CM2267
 CM2267  NAD 83(1992)-  32 53 03.76870(N)    085 24 28.22824(W) AD(       ) 1
 CM2267  NAD 83(1986)-  32 53 03.77441(N)    085 24 28.22458(W) AD(       ) 1
 CM2267  NAD 27      -  32 53 03.32000(N)    085 24 28.41100(W) AD(       ) 1
 CM2267
 CM2267.Superseded values are not recommended for survey control.
 CM2267.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2267.See file dsdata.txt to determine how the superseded data were derived.
 CM2267
 CM2267_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB4893439593(NAD 83)
 CM2267_MARKER: DS = TRIANGULATION STATION DISK
 CM2267_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2267
 CM2267  HISTORY     - Date     Condition        Report By
 CM2267  HISTORY     - 1941     MONUMENTED       CGS
 CM2267  HISTORY     - 1968     GOOD             CGS
 CM2267
 CM2267                          STATION DESCRIPTION
 CM2267
 CM2267'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM2267'STATION IS LOCATED ON STATE LAND, AND USED BY THE AUBURN COLLEGE
 CM2267'AS AN EXPERIMENTAL FARM, ABOUT 1 MILE SSW OF THE TOWN OF
 CM2267'LAFAYETTE.
 CM2267'
 CM2267'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CM2267'BRONZE DISKS SET IN CONCRETE.
 CM2267'
 CM2267'SURFACE MARK IS SET FLUSH WITH THE GROUND.
 CM2267'
 CM2267'REFERENCE MARK NO. 1 IS LOCATED NEAR THE NW CORNER OF THE FARM
 CM2267'GARDEN, 1 FOOT W OF FENCE AROUND THE GARDEN, AND 80 FEET S OF THE
 CM2267'FARMHOUSE.
 CM2267'
 CM2267'REFERENCE MARK NO. 2 IS IN THE FENCE LINE, 16 FEET NW OF THE
 CM2267'GRADED DIRT ROAD.
 CM2267'
 CM2267'THE AZIMUTH MARK WAS SET 0.4 MILE SE OF THE STATION, AND 0.05
 CM2267'MILE E OF THE STATE HIGHWAY 37 ON PROPERTY OWNED BY A MR. JOHN
 CM2267'TUCKER OF LAFAYETTE.
 CM2267'
 CM2267'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF STATE HIGHWAYS
 CM2267'37 AND 50 GO S ON STATE HIGHWAY 37 FOR 0.35 MILE TO A LANE, LEFT,
 CM2267'LEADING UP TO A HOUSE ON THE HILL, TURN LEFT, AND GO 0.05 MILE TO
 CM2267'MARK.  THE MARK IS 65 FEET N OF THE FRONT STEPS OF THE HOUSE.
 CM2267'
 CM2267'LAFAYETTE MAGNETIC STATION IS IN THE NE CORNER OF THE PASTURE,
 CM2267'168 FEET N OF THE NE CORNER OF THE FARMHOUSE.  IT IS MARKED BY
 CM2267'A STANDARD DISK IN THE TOP OF A GRANITE POST 10 INCHES SQUARE AND
 CM2267'PROJECTING 4 INCHES ABOVE GROUND.
 CM2267'
 CM2267'TO REACH THE STATION FROM THE COURTHOUSE IN LAFAYETTE, GO S ON
 CM2267'STATE HIGHWAY 37 1.4 MILES TO AN OVERHEAD RAILROAD CROSSING, TURN
 CM2267'RIGHT AT S END OF OVERPASS ON STATE HIGHWAY 50 AND GO W 0.1
 CM2267'MILE TO A DIRT ROAD RIGHT, TURN RIGHT, AND GO 0.1 MILE TO A
 CM2267'WHITE HOUSE ON RIGHT AND STATION.
 CM2267'
 CM2267'HEIGHT OF LIGHT ABOVE STATION MARK- 30 METERS.
 CM2267
 CM2267                          STATION RECOVERY (1968)
 CM2267
 CM2267'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1968 (LFS)
 CM2267'THE STATION WAS VISITED 2-17-68 AND THE STATION, AZIMUTH MARK, RM
 CM2267'NO. 1 AND NO. 2 WERE FOUND IN GOOD CONDITION.  LAFAYETTE MAGNETIC
 CM2267'STATION WAS FOUND DISTURBED WITH THE DISK PARTLY REMOVED.  THE MARK
 CM2267'WAS LEFT AS FOUND.  THE AREA AROUND THE STATION HAS BEEN
 CM2267'DEVELOPED.  A NEW NURSING HOME HAS BEEN BUILT SOUTH OF THE MARK.
 CM2267'THE AZIMUTH MARK IS NOW IN THE CENTER OF A LUMBER YARD.  A NEW
 CM2267'DESCRIPTION FOLLOWS-
 CM2267'
 CM2267'THE STATION IS LOCATED ABOUT 1.2 MILES SOUTH-SOUTHWEST OF
 CM2267'LAFAYETTE AND 0.2 MILE NORTHWEST OF THE JUNCTION OF STATE
 CM2267'HIGHWAY 50 AND U.S. HIGHWAY 431 IN THE FRONT YARD OF THE
 CM2267'DRAKE RESIDENCE AND NORTH OF THE TRAILER NURSING HOME, 93 FEET
 CM2267'NORTHWEST OF THE NORTHWEST CORNER OF THE NURSING HOME (A RED
 CM2267'BRICK BUILDING), 113 FEET WEST-SOUTHWEST OF THE SOUTHWEST CORNER
 CM2267'OF THE LARGE WHITE FARM HOUSE, 27 FEET WEST OF THE CENTERLINE OF
 CM2267'A N-S BLACK TOP STREET, 40 FEET NORTH OF THE CENTER OF THE SOUTH
 CM2267'ENTRANCE OF A CIRCULAR DRIVEWAY, 69 FEET NORTH-NORTHEAST OF A
 CM2267'POWER POLE, 46 FEET WEST-NORTHWEST OF A 2 FOOT CEDAR TREE AND 25
 CM2267'FEET SOUTH OF THE PROJECTED PLANE OF THE SOUTH WALL OF THE
 CM2267'WHITE FRAME HOUSE.  IT IS A TRIANGULATION STATION DISK STAMPED
 CM2267'FARM 1941, 3-INCHES BELOW THE SURFACE OF THE GROUND.
 CM2267'
 CM2267'REFERENCE MARK NO. 1 IS 119.96 FT EAST-SOUTHEAST OF THE STATION AT A
 CM2267'FENCE CORNER, 5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE RED
 CM2267'BRICK BUILDING (LAUNDRY BUILDING FOR NURSING HOME), 4.5 FEET NORTH
 CM2267'OF THE NORTH EDGE OF THE SIDEWALK BETWEEN NURSING HOME AND LAUNDRY
 CM2267'ROOM, 80 FEET SOUTH OF THE SOUTH WALL OF THE WHITE FARM HOUSE
 CM2267'AND 23.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF THE NURSING
 CM2267'HOME.  IT IS A STANDARD REFERENCE MARK DISK STAMPED FARM NO 1
 CM2267'1941, PROJECTING 4-INCHES.
 CM2267'
 CM2267'REFERENCE MARK NO. 2 IS 195.24 FT SOUTHWEST OF THE STATION, WEST AND
 CM2267'ACROSS THE ROAD FROM THE NURSING HOME, 105 FEET WEST-SOUTHWEST OF
 CM2267'THE NORTHWEST CORNER OF THE NURSING HOME, 17 FEET WEST OF THE
 CM2267'CENTERLINE OF THE STREET AND 52 FEET SOUTHWEST OF A POWER POLE.
 CM2267'IT IS A STANDARD REFERENCE MARK DISK STAMPED FARM NO 2 1941,
 CM2267'PROJECTING 1-INCH.
 CM2267'
 CM2267'THE DISTANCE BETWEEN REFERENCE MARK NO. 1 AND NO. 2 IS 163.00 FEET.
 CM2267'
 CM2267'THE AZIMUTH MARK IS ABOUT 0.45 MILE SOUTH-SOUTHEAST OF THE STATION
 CM2267'IN THE CENTER OF A LUMBER YARD, 241 FEET EAST OF THE CENTER OF U.S
 CM2267'HIGHWAY 431, 41 FEET NORTH OF THE NORTHWEST CORNER OF AN OLD HOUSE
 CM2267'WITH IMITATION RED BRICK SIDING, 65 FEET NORTH OF THE PROJECTED
 CM2267'CENTER OF AN OLD ROAD FROM THE WEST WHICH LOOKS LIKE A TRENCH AND 1
 CM2267'FOOT EAST OF A METAL WITNESS POST.  IT IS A STANDARD AZIMUTH
 CM2267'MARK DISK STAMPED FARM 1941, PROJECTING 8-INCHES.
 CM2267'
 CM2267'TO REACH THE STATION FROM THE CHAMBERS COUNTY COURTHOUSE IN LAFAYETTE
 CM2267'GO SOUTH ON U.S. HIGHWAY 431 FOR 1.2 MILES TO THE JUNCTION WITH
 CM2267'STATE HIGHWAY 50 JUST AFTER CROSSING THE OVERPASS OVER RAILROAD,
 CM2267'TURN RIGHT AND GO 0.1 MILE TO A PAVED STREET NORTH, TURN NORTH AND
 CM2267'GO 0.15 MILE TO A WHITE FRAME HOUSE AND STATION ON THE RIGHT.
 CM2267'
 CM2267'TO REACH THE AZIMUTH MARK FROM THE JUNCTION OF U.S. HIGHWAY 431 AND
 CM2267'STATE HIGHWAY 50, GO SOUTH ON U.S. HIGHWAY 431 FOR 0.35 MILE TO
 CM2267'THE AZIMUTH MARK ON THE LEFT.
 CM2267'
 CM2267'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 1.0 MILE S OF
 CM2267'LAFAYETTE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1901 ***********************************************************************
 BU1901  DESIGNATION -  FATAMA LOT
 BU1901  PID         -  BU1901
 BU1901  STATE/COUNTY-  AL/WILCOX
 BU1901  USGS QUAD   -  ROSEBUD (1981)
 BU1901
 BU1901                         *CURRENT SURVEY CONTROL
 BU1901  ___________________________________________________________________
 BU1901* NAD 83(1992)-  31 53 33.07904(N)    087 14 13.71848(W)     ADJUSTED  
 BU1901* NAVD 88     -                                                        
 BU1901  ___________________________________________________________________
 BU1901  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 BU1901  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BU1901
 BU1901  HORZ ORDER  -  THIRD
 BU1901
 BU1901.The horizontal coordinates were established by classical geodetic methods
 BU1901.and adjusted by the National Geodetic Survey in December 1992..
 BU1901
 BU1901
 BU1901.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1901
 BU1901.The geoid height was determined by GEOID03.
 BU1901
 BU1901;                    North         East     Units Scale Factor Converg.
 BU1901;SPC AL W     -   209,837.386   624,865.398   MT  0.99994096   +0 08 19.9
 BU1901;UTM  16      - 3,528,547.183   477,574.361   MT  0.99960620   -0 07 31.0
 BU1901
 BU1901                          SUPERSEDED SURVEY CONTROL
 BU1901
 BU1901  NAD 83(1986)-  31 53 33.09155(N)    087 14 13.72095(W) AD(       ) 4
 BU1901  NAD 27      -  31 53 32.55300(N)    087 14 13.76600(W) AD(       ) 3
 BU1901
 BU1901.Superseded values are not recommended for survey control.
 BU1901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1901.See file dsdata.txt to determine how the superseded data were derived.
 BU1901
 BU1901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA7757428547(NAD 83)
 BU1901_MARKER: 57 = LOOKOUT TOWER
 BU1901
 BU1901  HISTORY     - Date     Condition        Report By
 BU1901  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1901  HISTORY     - 1973     GOOD             NGS
 BU1901
 BU1901                          STATION DESCRIPTION
 BU1901
 BU1901'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1901'THE LOOKOUT TOWER IS LOCATED ABOUT 7.5 MILES SE (AIR LINE)
 BU1901'OF THE TOWN OF CAMDEN, ON THE SUMMIT OF FATAMA HILL, 0.75
 BU1901'MILE NW OF THE SITE OF THE OLD VILLAGE OF FATAMA.  IT IS
 BU1901'A FOUR-LEGGED STEEL STRUCTURE PAINTED GREY AND IS 110 FEET
 BU1901'HIGH WITH A GLASS-ENCLOSED CAB ON ITS TOP.
 BU1901'
 BU1901'THE POINT OBSERVED WAS THE CENTER OF THE TOWER AT GROUND LEVEL.
 BU1901'
 BU1901'TO REACH THE LOOKOUT TOWER FROM THE TOWN OF CAMDEN, GO SSE
 BU1901'FROM THE SE CORNER OF THE WILCOX COUNTY COURTHOUSE SQUARE
 BU1901'FOR 9.1 MILES TO A T-ROAD RIGHT, HERE TURN RIGHT AND GO 0.1
 BU1901'MILE TO A SHARP LEFT TURN, TURN LEFT AND GO 0.1 MILE TO THE
 BU1901'SUMMIT OF THE HILL AND LOOKOUT TOWER.
 BU1901'
 BU1901'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 BU1901'FATAMA 1895-1933 TO THE FATAMA LOOKOUT TOWER.  IT IS 11.772
 BU1901'METERS (38.62 FEET) SW OF THE STATION.
 BU1901
 BU1901                          STATION RECOVERY (1973)
 BU1901
 BU1901'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 BU1901'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION FATAMA
 BU1901'1895 1933 TO THE FATAMA LOOKOUT TOWER.  HOWEVER A SHORTER DISTANCE
 BU1901'OF 0.022 METER WAS NOTED AND VERIFIED.  A DIFFERENCE OF 57.1
 BU1901'SECONDS IN DIRECTION WAS ALSO NOTED.  A NEW DESCRIPTION FOLLOWS.
 BU1901'
 BU1901'THE LOOKOUT TOWER IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF CAMDEN, 7
 BU1901'MILES NORTHEAST OF VREDENBURGH, 0.1 MILE WEST OF STATE HIGHWAY 265
 BU1901'AND ON THE SUMMIT OF FATAMA HILL.  IT IS A FOUR LEGGED STEEL
 BU1901'STRUCTURE PAINTED SILVER AND IS ABOUT 110 FEET HIGH WITH A GLASS
 BU1901'ENCLOSED CAB.
 BU1901'
 BU1901'THE POINT OBSERVED WAS THE CENTER OF THE TOWER AT GROUND LEVEL.
 BU1901'
 BU1901'TO REACH THE LOOKOUT TOWER FROM THE SOUTHEAST CORNER OF WILCOX
 BU1901'COUNTY COURTHOUSE IN CAMDEN GO SOUTHERLY ON STATE HIGHWAY 265 FOR
 BU1901'7.9 MILES TO A SIDE ROAD RIGHT.  TURN RIGHT AND GO WEST ON BLADED
 BU1901'ROAD FOR 0.1 MILE TO A SIDE ROAD LEFT.  TURN SHARP LEFT AND GO UP
 BU1901'HILL ON BLADED ROAD FOR 0.1 MILE TO THE LOOKOUT TOWER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1200 ***********************************************************************
 BU1200  DESIGNATION -  FATAMA RESET
 BU1200  PID         -  BU1200
 BU1200  STATE/COUNTY-  AL/WILCOX
 BU1200  USGS QUAD   -  ROSEBUD (1981)
 BU1200
 BU1200                         *CURRENT SURVEY CONTROL
 BU1200  ___________________________________________________________________
 BU1200* NAD 83(1992)-  31 53 33.36240(N)    087 14 13.41850(W)     ADJUSTED  
 BU1200* NAVD 88     -       166.871  (meters)     547.48   (feet)  ADJUSTED  
 BU1200  ___________________________________________________________________
 BU1200  LAPLACE CORR-           1.36  (seconds)                    DEFLEC99
 BU1200  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BU1200  DYNAMIC HT  -         166.674 (meters)     546.83  (feet)  COMP
 BU1200  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 BU1200
 BU1200  HORZ ORDER  -  FIRST
 BU1200  VERT ORDER  -  SECOND    CLASS 0
 BU1200
 BU1200.The horizontal coordinates were established by classical geodetic methods
 BU1200.and adjusted by the National Geodetic Survey in December 1992..
 BU1200
 BU1200.The orthometric height was determined by differential leveling
 BU1200.and adjusted by the National Geodetic Survey in June 1991..
 BU1200
 BU1200.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1200
 BU1200.The geoid height was determined by GEOID03.
 BU1200
 BU1200.The dynamic height is computed by dividing the NAVD 88
 BU1200.geopotential number by the normal gravity value computed on the
 BU1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1200.degrees latitude (g = 980.6199 gals.).
 BU1200
 BU1200.The modeled gravity was interpolated from observed gravity values.
 BU1200
 BU1200;                    North         East     Units Scale Factor Converg.
 BU1200;SPC AL W     -   209,846.133   624,873.260   MT  0.99994096   +0 08 20.1
 BU1200;UTM  16      - 3,528,555.890   477,582.260   MT  0.99960620   -0 07 30.9
 BU1200
 BU1200!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1200!SPC AL W     -   0.99997814  x   0.99994096  =   0.99991910
 BU1200!UTM  16      -   0.99997814  x   0.99960620  =   0.99958434
 BU1200
 BU1200:                Primary Azimuth Mark                     Grid Az
 BU1200:SPC AL W     -  JONESY                                   038 44 12.9
 BU1200:UTM  16      -  JONESY                                   039 00 03.9
 BU1200
 BU1200|---------------------------------------------------------------------|
 BU1200| PID    Reference Object                     Distance      Geod. Az  |
 BU1200|                                                           dddmmss.s |
 BU1200| BU1900 JONESY                              APPROX. 9.2 KM 0385233.0 |
 BU1200| BU1199 FATAMA RM 6                          21.879 METERS 04752     |
 BU1200| BU1898 PINE APPLE MUNICIPAL TANK           APPROX.23.6 KM 0944254.3 |
 BU1200| BU1201 FATAMA RM 7                          17.161 METERS 13159     |
 BU1200| BU1901 FATAMA LOT                           11.761 METERS 22205     |
 BU1200| BU1198 FATAMA RM 4                          68.914 METERS 26713     |
 BU1200| BU1197 FATAMA RM 5                                        3393926.5 |
 BU1200|---------------------------------------------------------------------|
 BU1200
 BU1200                          SUPERSEDED SURVEY CONTROL
 BU1200
 BU1200  NAD 83(1986)-  31 53 33.37492(N)    087 14 13.42097(W) AD(       ) 1
 BU1200  NAD 27      -  31 53 32.83700(N)    087 14 13.46600(W) AD(       ) 1
 BU1200  NGVD 29 (??/??/92)  166.840  (m)          547.37   (f) ADJ UNCH    2 0
 BU1200
 BU1200.Superseded values are not recommended for survey control.
 BU1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1200.See file dsdata.txt to determine how the superseded data were derived.
 BU1200
 BU1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA7758228556(NAD 83)
 BU1200_MARKER: DS = TRIANGULATION STATION DISK
 BU1200_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1200_SP_SET: MONUMENT
 BU1200_STAMPING: FATAMA 1895 1933
 BU1200_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1200
 BU1200  HISTORY     - Date     Condition        Report By
 BU1200  HISTORY     - 1895     MONUMENTED       CGS
 BU1200  HISTORY     - 1933     GOOD             CGS
 BU1200  HISTORY     - 1941     GOOD             CGS
 BU1200  HISTORY     - 1944     GOOD             CGS
 BU1200  HISTORY     - 1973     GOOD             NGS
 BU1200  HISTORY     - 1973     GOOD             NGS
 BU1200
 BU1200                          STATION DESCRIPTION
 BU1200
 BU1200'DESCRIBED BY COAST AND GEODETIC SURVEY 1895 (FWP)
 BU1200'STATION IS LOCATED NEAR THE SW CORNER OF THE NW 1/4 SW 1/4
 BU1200'SE 1/4 SEC. 26,. T. 11 N., R. 8 E., ST. STEPHENS MERIDIAN,
 BU1200'ON A PROMINENT BUT SMALL HILL ON LAND BELONGING TO R.U.L.
 BU1200'WATSON, AND ABOUT 1/3 MILE A LITTLE E OF S OF HIS HOUSE, WHICH IS
 BU1200'NEAR THE SE CORNER OF THE SE 1/4 NW 1/4 OF SECTION 26.
 BU1200'
 BU1200'STATION MARKED BY A BEDFORD STONE POST 2-1/2 FEET LONG
 BU1200'AND DRESSED 6 INCHES SQUARE.  THE TOP OF THE POST IS EVEN
 BU1200'WITH THE SURFACE OF THE GROUND, AND ON IT ARE CUT TWO
 BU1200'PERPENDICULAR LINES AND THE LETTERS U.S.C. AND G.S.  THE
 BU1200'INTERSECTION OF THE CROSS LINES MARKS THE STATION.  THE
 BU1200'UNDERGROUND MARK IS A 1-GALLON JUG, BURIED BOTTOM UPWARD
 BU1200'WITH A SMALL HOLE IN THE CENTER, 3 FEET BELOW THE SURFACE
 BU1200'OF THE GROUND.
 BU1200
 BU1200                          STATION RECOVERY (1933)
 BU1200
 BU1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1933 (ERM)
 BU1200'STATION RECOVERED.  THE SURFACE STONE AS DESCRIBED IN 1895
 BU1200'WAS DUG OUT AND FOUND LYING AGAINST THE GRAVEL BANK.  THE
 BU1200'JUG ORIGINALLY BURIED AS THE UNDERGROUND MARK WAS IN THE
 BU1200'GROUND APPARENTLY IN ITS ORIGINAL LOCATION, IT WAS BROKEN
 BU1200'AT THE TOP, BUT THE BOTTOM WAS INTACT.  THE FOREMAN OF THE ROAD
 BU1200'BUILDERS, WHO DUG OUT THE SURFACE MARK, CERTIFIES TO THE
 BU1200'STATEMENT THAT IT WAS IN ITS ORIGINAL LOCATION.
 BU1200'
 BU1200'STATION WAS REMARKED AS FOLLOWS-
 BU1200'
 BU1200'A BRONZE DISK, STAMPED FATAMA 1895 1933, WAS SET 18 INCHES UNDER
 BU1200'CENTER OF JUG IN A CONCRETE MASS, THEN A LAYER OF SAND WAS SET.
 BU1200'THEN A CONCRETE POST WITH A BRONZE DISK, STAMPED FATAMA 1895 1933,
 BU1200'WAS SET AND GRAVEL FILLED IN TO WITHIN 10 INCHES OF THE TOP.
 BU1200'
 BU1200'REFERENCE MARKS WERE SET AS FOLLOWS-
 BU1200'
 BU1200'REFERENCE MARK 1 IS A BRONZE DISK SET ON THE OPPOSITE SIDE OF
 BU1200'GRAVEL PIT, STAMPED FATAMA 1933.  IT IS S 35 DEG E.
 BU1200'DISTANCE 38.78 FEET, 11.82 METERS.
 BU1200'
 BU1200'REFERENCE MARK 2 IS A BRONZE DISK IN THE SE LEG PIER OF
 BU1200'FIRE TOWER, STAMPED FATAMA 1933.  IT IS N 57 DEG 20 MIN E.
 BU1200'DISTANT 74.88 FEET, 22.82 METERS.
 BU1200'
 BU1200'REFERENCE MARK 3 IS A BRONZE DISK IN THE NE LEG PIER OF
 BU1200'FIRE TOWER, STAMPED FATAMA 1933.  IT IS N 107 DEG 17 MIN E.
 BU1200'DISTANT 66.62 FEET, 20.31 METERS.
 BU1200'
 BU1200'DISTANCE FROM R.M. 1 TO R.M. 2 IS 82.89 FEET, 25.29 METERS.
 BU1200'
 BU1200'DISTANCE FROM R.M. 1 TO R.M. 3 IS 66.20 FEET, 20.18 METERS.
 BU1200'
 BU1200'DISTANCE FROM R.M. 2 TO R.M. 3 IS 20.63 FEET, 6.29 METERS.
 BU1200'
 BU1200'TO REACH STATION, GO TO OAKHILL ON STATE HIGHWAY 10, CONTINUE
 BU1200'W FOR 4.1 MILES, TURN LEFT, GO S FOR 3.5 MILES, CROSS RAILROAD
 BU1200'AT NEENAH STATION, GO NW 4.3 MILES TO FATAMA VILLAGE, TURN
 BU1200'LEFT, GO 3/4 MILE TO FIRE TOWER.
 BU1200'
 BU1200'A LARGE WHITE TANK AT THE TOWN OF VREDENBURG, IN APPROXIMATE
 BU1200'CAN BE USED FOR AZIMUTH MARK.  IT IS
 BU1200'APPROXIMATELY 8 MILES DISTANT.  EDITORS NOTE- BEARINGS ARE
 BU1200'POSSIBLY MAGNETIC.
 BU1200
 BU1200                          STATION RECOVERY (1941)
 BU1200
 BU1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (HWG)
 BU1200'THE 1933 DESCRIPTION OF LOCATION AND DIRECTIONS TO REACH THIS
 BU1200'STATION ARE STILL CORRECT.
 BU1200'
 BU1200'THE FOLLOWING CONDITIONS WERE FOUND- GRAVEL HAD BEEN REMOVED
 BU1200'FROM THE TOP OF THE HILL TO A DEPTH OF ABOUT 6 FEET LEAVING
 BU1200'THE STATION MONUMENT IN A SMALL MOUND.  THE STATION MONUMENT
 BU1200'HAD LEANED OUT OF POSITION BUT THE UNDERGROUND MARK WAS
 BU1200'UNDISTURBED.
 BU1200'
 BU1200'THE GRAVEL MOUND WAS REMOVED AND BOTH THE UNDERGROUND AND SURFACE
 BU1200'MARKS WERE LOWERED ABOUT 6 FEET TO THE NEW LEVEL, MAINTAINING
 BU1200'IDENTICAL HORIZONTAL POSITION.
 BU1200'
 BU1200'THE DISTRICT FORESTER ADVISED THAT NO MORE GRAVEL WOULD
 BU1200'BE REMOVED AND THAT THEY WOULD PRESERVE THE STATION UNOBSTRUCTED.
 BU1200'
 BU1200'REFERENCE MARK 1 WAS RECOVERED UNDISTURBED.  REFERENCE MARKS
 BU1200'2 AND 3 WERE REMOVED.
 BU1200'
 BU1200'REFERENCE MARK 4 WAS ESTABLISHED IN A CONCRETE POST 227.3
 BU1200'FEET FROM STATION IN APPROXIMATE S 84 DEG 30 MIN W.
 BU1200'
 BU1200'REFERENCE MARK 5 WAS ESTABLISHED ON CREST OF HILL TO THE
 BU1200'N, 30 FEET W OF A DEEP ROAD CUT ABOUT 1,000 FEET FROM
 BU1200'STATION, IN APPROXIMATE N 33 DEG W.
 BU1200
 BU1200                          STATION RECOVERY (1944)
 BU1200
 BU1200'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1200'STATION WAS RECOVERED AS DESCRIBED IN 1941 WITH THE EXCEPTION
 BU1200'OF REFERENCE MARK 1 WHICH HAS BEEN DESTROYED.  REFERENCE
 BU1200'MARKS 2 AND 3 WERE DESTROYED PRIOR TO 1941.  TWO ADDITIONAL
 BU1200'REFERENCE MARKS WERE ESTABLISHED (REFERENCE MARKS 6 AND 7).
 BU1200'A COMPLETE NEW DESCRIPTION FOLLOWS-
 BU1200'
 BU1200'STATION IS LOCATED ABOUT 7.5 MILES SE (AIR LINE) OF THE TOWN OF
 BU1200'CAMDEN, ON THE SUMMIT OF FATAMA HILL, 0.75 MILE NW OF THE SITE
 BU1200'OF THE OLD VILLAGE OF FATAMA, 23.4 FEET NE OF THE NE LEG OF THE
 BU1200'FATAMA LOOKOUT TOWER, AND 38.62 FEET NW OF THE CENTER OF THE
 BU1200'LOOKOUT TOWER.  IT IS STAMPED FATAMA 1895 1933.  THE SURFACE
 BU1200'STATION MARK IS 2 INCHES BELOW THE GROUND.
 BU1200'
 BU1200'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 BU1200'SET IN CONCRETE.
 BU1200'
 BU1200'REFERENCE MARK 4 IS 68.914 METERS (226.11 FEET) W OF THE
 BU1200'STATION, 35 FEET NW OF A TELEPHONE POLE, AND 21 FEET N OF
 BU1200'THE CENTER LINE OF THE GRAVELED ROAD TO THE LOOKOUT TOWER.
 BU1200'IT IS STAMPED FATAMA NO 4 AND PROJECTS ABOUT 2 INCHES.
 BU1200'
 BU1200'REFERENCE MARK 5 IS 0.2 MILE N OF THE STATION ON THE SUMMIT
 BU1200'OF A GRAVEL HILL.  IT IS 36 FEET W OF THE CENTER LINE OF
 BU1200'A GRADED DIRT ROAD, 16 FEET W OF A N-S FENCELINE, AND 7
 BU1200'FEET N ON THE N EDGE OF A GRAVEL-LOADING TRENCH.  IT IS
 BU1200'STAMPED FATAMA NO 5 AND IS FLUSH WITH THE GROUND.  IT IS
 BU1200'A BRONZE REFERENCE DISK.
 BU1200'
 BU1200'REFERENCE MARK 6 IS 21.875 METERS (71.77 FEET) NE OF THE
 BU1200'STATION.  IT IS ON THE W EDGE OF AN OLD ROAD AND IS ABOUT
 BU1200'2 FEET LOWER IN ELEVATION THAN THE STATION MARK.  IT IS
 BU1200'STAMPED FATAMA NO 6 1944 AND PROJECTS ABOUT 2 INCHES.
 BU1200'
 BU1200'REFERENCE MARK 7 IS 17.159 METERS (56.29 FEET) SE OF THE
 BU1200'STATION AND 60.5 FEET E OF THE NE LEG OF THE FATAMA LOOKOUT
 BU1200'TOWER.  IT IS ABOUT 4 FEET LOWER IN ELEVATION THAN THE
 BU1200'STATION MARK.  IT IS STAMPED FATAMA NO 7 1944 AND IS FLUSH
 BU1200'WITH THE GROUND.
 BU1200'
 BU1200'DISTANCE FROM R.M. 6 TO R.M. 7 IS 26.365 METERS (86.50 FEET).
 BU1200'
 BU1200'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION
 BU1200'FATAMA TO THE FATAMA LOOKOUT TOWER.  IT IS 11.772 METERS
 BU1200'(38.62 FEET) SW OF THE STATION.
 BU1200'
 BU1200'TO REACH THE STATION FROM THE TOWN OF CAMDEN, GO SSE FROM THE SE
 BU1200'CORNER OF THE WILCOX COURTHOUSE SQUARE FOR 9.1 MILES TO
 BU1200'A T-ROAD RIGHT, HERE TURN RIGHT AND GO 0.1 MILE TO A SHARP LEFT
 BU1200'TURN, TURN LEFT AND GO 0.1 MILE TO THE SUMMIT OF THE HILL AND
 BU1200'THE FATAMA LOOKOUT TOWER AND THE STATION.
 BU1200'
 BU1200'TO REACH REFERENCE MARK 5 (AZIMUTH MARK) FROM THE STATION,
 BU1200'GO N 0.2 MILE TO A GRAVEL-LOADING TRENCH ON THE LEFT AND
 BU1200'THE MARK.
 BU1200
 BU1200                          STATION RECOVERY (1973)
 BU1200
 BU1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (WMJ)
 BU1200'THE STATION MARK, REFERENCE MARKS 6 AND 7 WERE RECOVERED IN GOOD
 BU1200'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR, DUE TO CHANGES IN
 BU1200'ROADS IT WAS NOT RECOVERED.  THE DISTANCES AND DIRECTIONS TO
 BU1200'REFERENCE MARKS 6 AND 7 COMPARED FAVORABLY WITH THE 1944 DATA.  A
 BU1200'NEW DESCRIPTION FOLLOWS.
 BU1200'
 BU1200'THE STATION IS LOCATED ABOUT 7.5 MILES SOUTHEAST OF CAMDEN, 7 MILES
 BU1200'NORTHEAST OF VREDENBURGH, 0.1 MILE WEST OF STATE HIGHWAY 265 AND ON
 BU1200'THE SUMMIT OF FATAMA HILL.  PROPERTY OWNED BY ALABAMA STATE
 BU1200'FORESTRY.
 BU1200'
 BU1200'TO REACH THE STATION FROM THE SOUTHEAST CORNER OF WILCOX COUNTY
 BU1200'COURTHOUSE IN CAMDEN GO SOUTHERLY ON STATE HIGHWAY 265 FOR 7.9 MILES
 BU1200'TO A SIDE ROAD RIGHT.  TURN RIGHT, AND GO WEST ON BLADED ROAD FOR
 BU1200'0.1 MILE TO A SIDE ROAD LEFT.  TURN SHARP LEFT AND GO UP HILL ON
 BU1200'BLADED ROAD FOR 0.1 MILE TO FATAMA LOOKOUT TOWER AND STATION.
 BU1200'
 BU1200'THE STATION MARK IS A STANDARD DISK STAMPED FATAMA 1895 1933, SET IN
 BU1200'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS 4 INCHES BELOW
 BU1200'GROUND SURFACE.  IT IS 23 FEET NORTHEAST OF THE NORTHEAST LEG OF
 BU1200'THE LOOKOUT TOWER.
 BU1200'
 BU1200'REFERENCE MARK 6 IS A STANDARD DISK STAMPED FATAMA 6 1944, SET IN
 BU1200'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BU1200'GROUND SURFACE.  IT IS 94 FEET NORTHEAST OF THE NORTHEAST CORNER OF
 BU1200'THE LOOKOUT TOWER AND 31 FEET WEST OF A ROAD CUTBANK.
 BU1200'
 BU1200'REFERENCE MARK 7 IS A STANDARD DISK STAMPED FATAMA NO 7 1944, SET IN
 BU1200'THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH THE
 BU1200'GROUND SURFACE.  IT IS 57 FEET EAST OF THE SOUTHEAST LEG OF THE
 BU1200'LOOKOUT TOWER.
 BU1200'
 BU1200'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--7 MILES NORTHEAST
 BU1200'OF VREDENBURGH.
 BU1200
 BU1200                          STATION RECOVERY (1973)
 BU1200
 BU1200'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1200'7 MI NE FROM VREDENBURGH.
 BU1200'REACHED FROM THE SOUTHEAST CORNER OF THE WILCOX COUNTY COURTHOUSE IN
 BU1200'CAMDEN GO SOUTHERLY ON STATE HIGHWAY 265 FOR 7.9 MILES TO A SIDE ROAD
 BU1200'RIGHT, TURN RIGHT AND GO WEST ON BLADED ROAD FOR 0.1 MILE TO A SIDE
 BU1200'ROAD LEFT, TURN SHARP LEFT AND GO SOUTHEAST UP HILL FOR 0.1 MILE TO
 BU1200'THE FATAMA LOOKOUT TOWER AND MARK, 71.8 FEET SOUTHWEST OF REFERENCE 6,
 BU1200'56.3 FEET NORTHWEST OF REFERENCE MARK 7, 23 FEET NORTHEAST OF THE
 BU1200'NORTHEAST LEG OF THE LOOKOUT TOWER, AND SET IN THE TOP OF A 12-INCH
 BU1200'SQUARE CONCRETE MONUMENT THAT IS 4 INCHES BELOW GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1199 ***********************************************************************
 BU1199  DESIGNATION -  FATAMA RM 6
 BU1199  PID         -  BU1199
 BU1199  STATE/COUNTY-  AL/WILCOX
 BU1199  USGS QUAD   -  ROSEBUD (1981)
 BU1199
 BU1199                         *CURRENT SURVEY CONTROL
 BU1199  ___________________________________________________________________
 BU1199* NAD 83(1986)-  31 53 35.     (N)    087 14 13.     (W)     SCALED    
 BU1199* NAVD 88     -       166.465  (meters)     546.14   (feet)  ADJUSTED  
 BU1199  ___________________________________________________________________
 BU1199  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BU1199  DYNAMIC HT  -         166.269 (meters)     545.50  (feet)  COMP
 BU1199  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 BU1199
 BU1199  VERT ORDER  -  SECOND    CLASS 0
 BU1199
 BU1199.The horizontal coordinates were scaled from a topographic map and have
 BU1199.an estimated accuracy of +/- 6 seconds.
 BU1199
 BU1199.The orthometric height was determined by differential leveling
 BU1199.and adjusted by the National Geodetic Survey in June 1991..
 BU1199
 BU1199.The geoid height was determined by GEOID03.
 BU1199
 BU1199.The dynamic height is computed by dividing the NAVD 88
 BU1199.geopotential number by the normal gravity value computed on the
 BU1199.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1199.degrees latitude (g = 980.6199 gals.).
 BU1199
 BU1199.The modeled gravity was interpolated from observed gravity values.
 BU1199
 BU1199;                    North         East    Units  Estimated Accuracy
 BU1199;SPC AL W     -   209,900.      624,880.      MT  (+/- 180 meters Scaled)
 BU1199
 BU1199                          SUPERSEDED SURVEY CONTROL
 BU1199
 BU1199  NGVD 29 (??/??/92)  166.434  (m)          546.04   (f) ADJ UNCH    2 0
 BU1199
 BU1199.Superseded values are not recommended for survey control.
 BU1199.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1199.See file dsdata.txt to determine how the superseded data were derived.
 BU1199
 BU1199_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA775286(NAD 83)
 BU1199_MARKER: DR = REFERENCE MARK DISK
 BU1199_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1199_SP_SET: MONUMENT
 BU1199_STAMPING: FATAMA 6 1944
 BU1199_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1199
 BU1199  HISTORY     - Date     Condition        Report By
 BU1199  HISTORY     - 1944     MONUMENTED       CGS
 BU1199  HISTORY     - 1973     GOOD             NGS
 BU1199
 BU1199                          STATION DESCRIPTION
 BU1199
 BU1199'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BU1199'7 MI NE FROM VREDENBURGH.
 BU1199'REACHED FROM THE SOUTHEAST CORNER OF THE WILCOX COUNTY COURTHOUSE IN
 BU1199'CAMDEN GO SOUTHERLY ON STATE HIGHWAY 265 FOR 7.9 MILES TO A SIDE ROAD
 BU1199'RIGHT, TURN RIGHT AND GO WEST ON BLADED ROAD FOR 0.1 MILE TO A SIDE
 BU1199'ROAD LEFT, TURN SHARP LEFT AND GO SOUTHEAST UP HILL FOR 0.1 MILE TO
 BU1199'THE FATAMA LOOKOUT TOWER AND MARK, 94 FEET NORTHEAST OF THE NORTHEAST
 BU1199'LEG OF LOOKOUT TOWER, 86 FEET NORTH OF REFERENCE MARK 7, 72 FEET
 BU1199'NORTHEAST OF THE STATION MARK, 31 FEET WEST OF A ROAD CUTBANK, AND SET
 BU1199'IN TOP ON A 12-INCH SQUARE CONCRETE MONUMENT THAT IS FLUSH WITH
 BU1199'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1201 ***********************************************************************
 BU1201  DESIGNATION -  FATAMA RM 7
 BU1201  PID         -  BU1201
 BU1201  STATE/COUNTY-  AL/WILCOX
 BU1201  USGS QUAD   -  ROSEBUD (1981)
 BU1201
 BU1201                         *CURRENT SURVEY CONTROL
 BU1201  ___________________________________________________________________
 BU1201* NAD 83(1986)-  31 53 34.     (N)    087 14 13.     (W)     SCALED    
 BU1201* NAVD 88     -       165.825  (meters)     544.04   (feet)  ADJUSTED  
 BU1201  ___________________________________________________________________
 BU1201  GEOID HEIGHT-         -27.62  (meters)                     GEOID03
 BU1201  DYNAMIC HT  -         165.629 (meters)     543.40  (feet)  COMP
 BU1201  MODELED GRAV-     979,455.8   (mgal)                       NAVD 88
 BU1201
 BU1201  VERT ORDER  -  SECOND    CLASS 0
 BU1201
 BU1201.The horizontal coordinates were scaled from a topographic map and have
 BU1201.an estimated accuracy of +/- 6 seconds.
 BU1201
 BU1201.The orthometric height was determined by differential leveling
 BU1201.and adjusted by the National Geodetic Survey in June 1991..
 BU1201
 BU1201.The geoid height was determined by GEOID03.
 BU1201
 BU1201.The dynamic height is computed by dividing the NAVD 88
 BU1201.geopotential number by the normal gravity value computed on the
 BU1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1201.degrees latitude (g = 980.6199 gals.).
 BU1201
 BU1201.The modeled gravity was interpolated from observed gravity values.
 BU1201
 BU1201;                    North         East    Units  Estimated Accuracy
 BU1201;SPC AL W     -   209,870.      624,880.      MT  (+/- 180 meters Scaled)
 BU1201
 BU1201                          SUPERSEDED SURVEY CONTROL
 BU1201
 BU1201  NGVD 29 (??/??/92)  165.794  (m)          543.94   (f) ADJ UNCH    2 0
 BU1201
 BU1201.Superseded values are not recommended for survey control.
 BU1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1201.See file dsdata.txt to determine how the superseded data were derived.
 BU1201
 BU1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA775285(NAD 83)
 BU1201_MARKER: DR = REFERENCE MARK DISK
 BU1201_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1201_SP_SET: MONUMENT
 BU1201_STAMPING: FATAMA NO 7 1944
 BU1201_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1201
 BU1201  HISTORY     - Date     Condition        Report By
 BU1201  HISTORY     - 1944     MONUMENTED       CGS
 BU1201  HISTORY     - 1973     GOOD             NGS
 BU1201
 BU1201                          STATION DESCRIPTION
 BU1201
 BU1201'DESCRIBED BY NATIONAL GEODETIC SURVEY 1973
 BU1201'7 MI NE FROM VREDENBURGH.
 BU1201'REACHED FROM THE SOUTHEAST CORNER OF THE WILCOX COUNTY COURTHOUSE IN
 BU1201'CAMDEN GO SOUTHERLY ON STATE HIGHWAY 265 FOR 7.9 MILES TO A SIDE ROAD
 BU1201'RIGHT, TURN RIGHT AND GO WEST ON BLADED ROAD FOR 0.1 MILE TO A SIDE
 BU1201'ROAD LEFT, TURN SHARP LEFT AND GO SOUTHEAST UP HILL FOR 0.1 MILE TO
 BU1201'THE FATAMA LOOKOUT TOWER AND MARK, 86.5 FEET SOUTH OF REFERENCE MARK
 BU1201'6, 57 FEET EAST OF THE SOUTHEAST CORNER OF LOOKOUT TOWER, 56.3 FEET
 BU1201'SOUTHEAST OF STATION MARK, AND SET IN TOP OF A 12-INCH SQUARE CONCRETE
 BU1201'MONUMENT THAT IS FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2662 ***********************************************************************
 DH2662  DESIGNATION -  FAYETTE
 DH2662  PID         -  DH2662
 DH2662  STATE/COUNTY-  AL/FAYETTE
 DH2662  USGS QUAD   -  FAYETTE (1983)
 DH2662
 DH2662                         *CURRENT SURVEY CONTROL
 DH2662  ___________________________________________________________________
 DH2662* NAD 83(1992)-  33 41 31.75602(N)    087 50 09.48259(W)     ADJUSTED  
 DH2662* NAVD 88     -       143.     (meters)     469.     (feet)  SCALED    
 DH2662  ___________________________________________________________________
 DH2662  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DH2662  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DH2662
 DH2662  HORZ ORDER  -  THIRD
 DH2662
 DH2662.The horizontal coordinates were established by classical geodetic methods
 DH2662.and adjusted by the National Geodetic Survey in December 1992..
 DH2662
 DH2662.The orthometric height was scaled from a topographic map.
 DH2662
 DH2662.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2662
 DH2662.The geoid height was determined by GEOID03.
 DH2662
 DH2662;                    North         East     Units Scale Factor Converg.
 DH2662;SPC AL W     -   409,425.301   568,852.215   MT  0.99994529   -0 11 10.9
 DH2662;UTM  16      - 3,728,337.085   422,521.788   MT  0.99967400   -0 27 49.5
 DH2662
 DH2662!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2662!SPC AL W     -   0.99998193  x   0.99994529  =   0.99992722
 DH2662!UTM  16      -   0.99998193  x   0.99967400  =   0.99965593
 DH2662
 DH2662|---------------------------------------------------------------------|
 DH2662| PID    Reference Object                     Distance      Geod. Az  |
 DH2662|                                                           dddmmss.s |
 DH2662| CF9718 FAYETTE RM 1                         25.414 METERS 10031     |
 DH2662| DH2660 FAYETTE RAD STA WWWF MAST           APPROX. 3.5 KM 1164215.0 |
 DH2662| DH2665 FAYETTE BROWN AND SONS LMBR TK      APPROX. 1.8 KM 1323041.7 |
 DH2662| DH2668 FAYETTE ALABAMA MILLS TANK          APPROX. 2.1 KM 1363218.5 |
 DH2662| DH2664 FAYETTE COUNTY CTHSE DOME           APPROX. 0.9 KM 1524859.5 |
 DH2662| CF9719 FAYETTE RM 2                         26.228 METERS 31737     |
 DH2662|---------------------------------------------------------------------|
 DH2662
 DH2662                          SUPERSEDED SURVEY CONTROL
 DH2662
 DH2662  NAD 83(1986)-  33 41 31.76325(N)    087 50 09.48277(W) AD(       ) 3
 DH2662  NAD 27      -  33 41 31.37300(N)    087 50 09.41500(W) AD(       ) 3
 DH2662
 DH2662.Superseded values are not recommended for survey control.
 DH2662.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2662.See file dsdata.txt to determine how the superseded data were derived.
 DH2662
 DH2662_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2252228337(NAD 83)
 DH2662_MARKER: DS = TRIANGULATION STATION DISK
 DH2662_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2662_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2662
 DH2662  HISTORY     - Date     Condition        Report By
 DH2662  HISTORY     - 1950     MONUMENTED       CGS
 DH2662
 DH2662                          STATION DESCRIPTION
 DH2662
 DH2662'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2662'STATION IS ON A PROMINENT TIMBERED HILL, IN THE NORTHWEST
 DH2662'SECTION OF FAYETTE, ABOUT 100 YARDS NORTHWEST OF THE FAYETTE
 DH2662'MUNICIPAL STANDPIPE, 40 FEET NORTH OF THE APPROXIMATE CENTER
 DH2662'OF A GRAVEL ROAD, AND 9 FEET SOUTHWEST OF A WITNESS POST.
 DH2662'
 DH2662'NO SUITABLE LOCATION COULD BE FOUND FOR AN AZIMUTH MARK.
 DH2662'
 DH2662'STATION MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FAYETTE 1950.
 DH2662'
 DH2662'REFERENCE MARK NO. 1 IS 26 FEET NORTH OF THE APPROXIMATE CENTER
 DH2662'OF THE GRAVEL ROAD.
 DH2662'
 DH2662'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FAYETTE NO 1 1950.
 DH2662'
 DH2662'REFERENCE MARK NO. 2 IS 95 FEET NORTH OF THE APPROXIMATE CENTER
 DH2662'OF THE GRAVEL ROAD.
 DH2662'
 DH2662'THE MARK PROJECTS 3 INCHES AND THE DISK IS STAMPED FAYETTE NO 2 1950.
 DH2662'
 DH2662'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH CONCRETE
 DH2662'CYLINDERS.
 DH2662'
 DH2662'HEIGHT OF LIGHT ABOVE STATION MARK- 26 METERS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2668 ***********************************************************************
 DH2668  DESIGNATION -  FAYETTE ALABAMA MILLS TANK
 DH2668  PID         -  DH2668
 DH2668  STATE/COUNTY-  AL/FAYETTE
 DH2668  USGS QUAD   -  FAYETTE (1983)
 DH2668
 DH2668                         *CURRENT SURVEY CONTROL
 DH2668  ___________________________________________________________________
 DH2668* NAD 83(1992)-  33 40 43.03486(N)    087 49 14.25911(W)     ADJUSTED  
 DH2668* NAVD 88     -                                                        
 DH2668  ___________________________________________________________________
 DH2668  LAPLACE CORR-           0.04  (seconds)                    DEFLEC99
 DH2668  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DH2668
 DH2668  HORZ ORDER  -  THIRD
 DH2668
 DH2668.The horizontal coordinates were established by classical geodetic methods
 DH2668.and adjusted by the National Geodetic Survey in December 1992..
 DH2668
 DH2668
 DH2668.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2668
 DH2668.The geoid height was determined by GEOID03.
 DH2668
 DH2668;                    North         East     Units Scale Factor Converg.
 DH2668;SPC AL W     -   407,919.763   570,269.732   MT  0.99994423   -0 10 40.1
 DH2668;UTM  16      - 3,726,825.115   423,931.616   MT  0.99967133   -0 27 18.3
 DH2668
 DH2668                          SUPERSEDED SURVEY CONTROL
 DH2668
 DH2668  NAD 83(1986)-  33 40 43.04132(N)    087 49 14.25833(W) AD(       ) 4
 DH2668  NAD 27      -  33 40 42.64900(N)    087 49 14.19100(W) AD(       ) 3
 DH2668
 DH2668.Superseded values are not recommended for survey control.
 DH2668.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2668.See file dsdata.txt to determine how the superseded data were derived.
 DH2668
 DH2668_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2393226825(NAD 83)
 DH2668_MARKER: 53 = ELEVATED TANK
 DH2668
 DH2668  HISTORY     - Date     Condition        Report By
 DH2668  HISTORY     - 1950     FIRST OBSERVED   CGS
 DH2668
 DH2668                          STATION DESCRIPTION
 DH2668
 DH2668'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2668'THE STATION IS LOCATED ON THE SOUTHEASTERN EDGE OF FAYETTE, AND
 DH2668'ABOUT 0.2 MILE SOUTH OF STATE HIGHWAY 18.  IT IS A FOUR LEGGED
 DH2668'STEEL STRUCTURE, PAINTED SILVER, ABOUT 100 FEET HIGH AND WITH
 DH2668'THE APPROXIMATE CAPACITY OF 100,000 GALLONS.
 DH2668'
 DH2668'THE POINT INTERSECTED WAS THE BALL ON THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2665 ***********************************************************************
 DH2665  DESIGNATION -  FAYETTE BROWN AND SONS LMBR TK
 DH2665  PID         -  DH2665
 DH2665  STATE/COUNTY-  AL/FAYETTE
 DH2665  USGS QUAD   -  FAYETTE (1983)
 DH2665
 DH2665                         *CURRENT SURVEY CONTROL
 DH2665  ___________________________________________________________________
 DH2665* NAD 83(1992)-  33 40 52.03719(N)    087 49 17.66010(W)     ADJUSTED  
 DH2665* NAVD 88     -                                                        
 DH2665  ___________________________________________________________________
 DH2665  LAPLACE CORR-           0.03  (seconds)                    DEFLEC99
 DH2665  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DH2665
 DH2665  HORZ ORDER  -  THIRD
 DH2665
 DH2665.The horizontal coordinates were established by classical geodetic methods
 DH2665.and adjusted by the National Geodetic Survey in December 1992..
 DH2665
 DH2665
 DH2665.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2665
 DH2665.The geoid height was determined by GEOID03.
 DH2665
 DH2665;                    North         East     Units Scale Factor Converg.
 DH2665;SPC AL W     -   408,197.382   570,182.995   MT  0.99994429   -0 10 42.0
 DH2665;UTM  16      - 3,727,103.074   423,846.248   MT  0.99967149   -0 27 20.3
 DH2665
 DH2665                          SUPERSEDED SURVEY CONTROL
 DH2665
 DH2665  NAD 83(1986)-  33 40 52.04372(N)    087 49 17.65939(W) AD(       ) 4
 DH2665  NAD 27      -  33 40 51.65100(N)    087 49 17.59000(W) AD(       ) 3
 DH2665
 DH2665.Superseded values are not recommended for survey control.
 DH2665.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2665.See file dsdata.txt to determine how the superseded data were derived.
 DH2665
 DH2665_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2384627103(NAD 83)
 DH2665_MARKER: 53 = ELEVATED TANK
 DH2665
 DH2665  HISTORY     - Date     Condition        Report By
 DH2665  HISTORY     - 1950     FIRST OBSERVED   CGS
 DH2665
 DH2665                          STATION DESCRIPTION
 DH2665
 DH2665'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2665'THE STATION IS LOCATED ON THE SOUTHEASTERN EDGE OF FAYETTE, AND
 DH2665'ABOUT 0.15 MILE SOUTH OF STATE HIGHWAY 18.  IT IS A FOUR LEGGED
 DH2665'STEEL STRUCTURE, PAINTED BLACK, ABOUT 100 FEET HIGH AND WITH THE
 DH2665'APPROXIMATE CAPACITY OF 100,000 GALLONS.
 DH2665'
 DH2665'THE POINT INTERSECTED WAS THE BALL ON THE APEX OF THE ROOF.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2664 ***********************************************************************
 DH2664  DESIGNATION -  FAYETTE COUNTY CTHSE DOME
 DH2664  PID         -  DH2664
 DH2664  STATE/COUNTY-  AL/FAYETTE
 DH2664  USGS QUAD   -  FAYETTE (1983)
 DH2664
 DH2664                         *CURRENT SURVEY CONTROL
 DH2664  ___________________________________________________________________
 DH2664* NAD 83(1992)-  33 41 06.39427(N)    087 49 53.90234(W)     ADJUSTED  
 DH2664* NAVD 88     -                                                        
 DH2664  ___________________________________________________________________
 DH2664  LAPLACE CORR-           0.05  (seconds)                    DEFLEC99
 DH2664  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 DH2664
 DH2664  HORZ ORDER  -  THIRD
 DH2664
 DH2664.The horizontal coordinates were established by classical geodetic methods
 DH2664.and adjusted by the National Geodetic Survey in December 1992..
 DH2664
 DH2664
 DH2664.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2664
 DH2664.The geoid height was determined by GEOID03.
 DH2664
 DH2664;                    North         East     Units Scale Factor Converg.
 DH2664;SPC AL W     -   408,642.651   569,250.946   MT  0.99994499   -0 11 02.2
 DH2664;UTM  16      - 3,727,552.726   422,916.618   MT  0.99967325   -0 27 40.6
 DH2664
 DH2664                          SUPERSEDED SURVEY CONTROL
 DH2664
 DH2664  NAD 83(1986)-  33 41 06.40058(N)    087 49 53.90180(W) AD(       ) 4
 DH2664  NAD 27      -  33 41 06.01100(N)    087 49 53.83500(W) AD(       ) 3
 DH2664
 DH2664.Superseded values are not recommended for survey control.
 DH2664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2664.See file dsdata.txt to determine how the superseded data were derived.
 DH2664
 DH2664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2291727553(NAD 83)
 DH2664_MARKER: 87 = DOME
 DH2664_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2664+SATELLITE: SATELLITE OBSERVATIONS - April 07, 2006
 DH2664
 DH2664  HISTORY     - Date     Condition        Report By
 DH2664  HISTORY     - 1950     FIRST OBSERVED   CGS
 DH2664  HISTORY     - 20060407 GOOD             MSSU
 DH2664
 DH2664                          STATION DESCRIPTION
 DH2664
 DH2664'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2664'THE STATION IS LOCATED IN THE APPROXIMATE CENTER OF FAYETTE.
 DH2664'
 DH2664'IT IS ABOUT 100 FEET HIGH AND THE DOME IS PAINTED SILVER.  IT
 DH2664'HAS 4 CLOCKS AT THE BASE OF THE DOME (ONE FACING EACH COMPASS
 DH2664'POINT).  THERE IS A ROD AT THE TOP OF THE DOME WITH A BALL AT THE
 DH2664'APEX.  THE POINT OF INTERSECTION WAS THE BALL AT THE APEX.
 DH2664
 DH2664                          STATION RECOVERY (2006)
 DH2664
 DH2664'RECOVERY NOTE BY MISSISSIPPI STATE UNIVERSITY 2006 (CWR)
 DH2664'BUILDING WAS RE-MODELED AND THE DOME IS NOW GOLD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2663 ***********************************************************************
 DH2663  DESIGNATION -  FAYETTE MUN STANDPIPE
 DH2663  PID         -  DH2663
 DH2663  STATE/COUNTY-  AL/FAYETTE
 DH2663  USGS QUAD   -  FAYETTE (1983)
 DH2663
 DH2663                         *CURRENT SURVEY CONTROL
 DH2663  ___________________________________________________________________
 DH2663* NAD 83(1992)-  33 41 30.20159(N)    087 50 07.89896(W)     ADJUSTED  
 DH2663* NAVD 88     -                                                        
 DH2663  ___________________________________________________________________
 DH2663  LAPLACE CORR-           0.11  (seconds)                    DEFLEC99
 DH2663  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DH2663
 DH2663  HORZ ORDER  -  THIRD
 DH2663
 DH2663.The horizontal coordinates were established by classical geodetic methods
 DH2663.and adjusted by the National Geodetic Survey in December 1992..
 DH2663
 DH2663
 DH2663.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2663
 DH2663.The geoid height was determined by GEOID03.
 DH2663
 DH2663;                    North         East     Units Scale Factor Converg.
 DH2663;SPC AL W     -   409,377.279   568,892.843   MT  0.99994526   -0 11 10.1
 DH2663;UTM  16      - 3,728,288.880   422,562.171   MT  0.99967393   -0 27 48.6
 DH2663
 DH2663                          SUPERSEDED SURVEY CONTROL
 DH2663
 DH2663  NAD 83(1986)-  33 41 30.20846(N)    087 50 07.89899(W) AD(       ) 4
 DH2663  NAD 27      -  33 41 29.82000(N)    087 50 07.84000(W) AD(       ) 3
 DH2663
 DH2663.Superseded values are not recommended for survey control.
 DH2663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2663.See file dsdata.txt to determine how the superseded data were derived.
 DH2663
 DH2663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2256228289(NAD 83)
 DH2663_MARKER: 52 = STANDPIPE TANK
 DH2663
 DH2663  HISTORY     - Date     Condition        Report By
 DH2663  HISTORY     - 1950     FIRST OBSERVED   CGS
 DH2663
 DH2663                          STATION DESCRIPTION
 DH2663
 DH2663'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2663'THE STATION IS LOCATED IN THE WEST PART OF FAYETTE AND ON THE
 DH2663'HIGHEST POINT IN THAT VICINITY.
 DH2663'
 DH2663'IT IS A STEEL STRUCTURE ABOUT 70 FEET HIGH AND ABOUT 25 FEET
 DH2663'IN DIAMETER.  THE ENTIRE STRUCTURE IS PAINTED SILVER.
 DH2663'
 DH2663'THE POINT INTERSECTED WAS THE CENTER OF THE TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2660 ***********************************************************************
 DH2660  DESIGNATION -  FAYETTE RAD STA WWWF MAST
 DH2660  PID         -  DH2660
 DH2660  STATE/COUNTY-  AL/FAYETTE
 DH2660  USGS QUAD   -  FAYETTE (1983)
 DH2660
 DH2660                         *CURRENT SURVEY CONTROL
 DH2660  ___________________________________________________________________
 DH2660* NAD 83(1992)-  33 40 41.36430(N)    087 48 09.70176(W)     ADJUSTED  
 DH2660* NAVD 88     -                                                        
 DH2660  ___________________________________________________________________
 DH2660  LAPLACE CORR-           0.31  (seconds)                    DEFLEC99
 DH2660  GEOID HEIGHT-         -27.94  (meters)                     GEOID03
 DH2660
 DH2660  HORZ ORDER  -  THIRD
 DH2660
 DH2660.The horizontal coordinates were established by classical geodetic methods
 DH2660.and adjusted by the National Geodetic Survey in December 1992..
 DH2660
 DH2660
 DH2660.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2660
 DH2660.The geoid height was determined by GEOID03.
 DH2660
 DH2660;                    North         East     Units Scale Factor Converg.
 DH2660;SPC AL W     -   407,863.280   571,932.392   MT  0.99994304   -0 10 04.3
 DH2660;UTM  16      - 3,726,760.604   425,593.528   MT  0.99966825   -0 26 42.5
 DH2660
 DH2660                          SUPERSEDED SURVEY CONTROL
 DH2660
 DH2660  NAD 83(1986)-  33 40 41.37081(N)    087 48 09.70067(W) AD(       ) 4
 DH2660  NAD 27      -  33 40 40.97800(N)    087 48 09.63700(W) AD(       ) 3
 DH2660
 DH2660.Superseded values are not recommended for survey control.
 DH2660.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2660.See file dsdata.txt to determine how the superseded data were derived.
 DH2660
 DH2660_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC2559426761(NAD 83)
 DH2660_MARKER: 42 = RADIO/TV MAST
 DH2660
 DH2660  HISTORY     - Date     Condition        Report By
 DH2660  HISTORY     - 1950     FIRST OBSERVED   CGS
 DH2660
 DH2660                          STATION DESCRIPTION
 DH2660
 DH2660'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2660'THE MAST IS LOCATED ABOUT 1.6 MILES EAST OF FAYETTE, AND 0.1 MILE
 DH2660'SOUTH OF STATE HIGHWAY 18.  IT IS A STEEL STRUCTURE PAINTED RED
 DH2660'AND WHITE, AND IS 246 FEET HIGH.
 DH2660'
 DH2660'THE POINT INTERSECTED WAS THE LIGHT ON TOP.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1149 ***********************************************************************
 CO1149  DESIGNATION -  FENACHE
 CO1149  PID         -  CO1149
 CO1149  STATE/COUNTY-  AL/SUMTER
 CO1149  USGS QUAD   -  WARSAW (1987)
 CO1149
 CO1149                         *CURRENT SURVEY CONTROL
 CO1149  ___________________________________________________________________
 CO1149* NAD 83(1992)-  32 58 08.21359(N)    088 14 50.78218(W)     ADJUSTED  
 CO1149* NAVD 88     -        62.     (meters)     203.     (feet)  SCALED    
 CO1149  ___________________________________________________________________
 CO1149  LAPLACE CORR-          -1.64  (seconds)                    DEFLEC99
 CO1149  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CO1149
 CO1149  HORZ ORDER  -  THIRD
 CO1149
 CO1149.The horizontal coordinates were established by classical geodetic methods
 CO1149.and adjusted by the National Geodetic Survey in May 1994..
 CO1149
 CO1149.The orthometric height was scaled from a topographic map.
 CO1149
 CO1149.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1149
 CO1149.The geoid height was determined by GEOID03.
 CO1149
 CO1149;                    North         East     Units Scale Factor Converg.
 CO1149;SPC AL W     -   329,416.945   530,128.762   MT  0.99999351   -0 24 24.3
 CO1149;SPC MS E     -   384,748.158   354,770.488   MT  0.99998697   +0 19 07.8
 CO1149;SPC MS E     - 1,262,294.58  1,163,942.84   sFT  0.99998697   +0 19 07.8
 CO1149;UTM  16      - 3,648,535.204   383,424.812   MT  0.99976756   -0 40 44.1
 CO1149
 CO1149!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1149!SPC AL W     -   0.99999480  x   0.99999351  =   0.99998831
 CO1149!SPC MS E     -   0.99999480  x   0.99998697  =   0.99998177
 CO1149!UTM  16      -   0.99999480  x   0.99976756  =   0.99976236
 CO1149
 CO1149:                Primary Azimuth Mark                     Grid Az
 CO1149:SPC AL W     -  W 29 8                                   030 07 13.1
 CO1149:SPC MS E     -  W 29 8                                   029 23 41.0
 CO1149:UTM  16      -  W 29 8                                   030 23 32.9
 CO1149
 CO1149|---------------------------------------------------------------------|
 CO1149| PID    Reference Object                     Distance      Geod. Az  |
 CO1149|                                                           dddmmss.s |
 CO1149| CF9429 W 29 8                                             0294248.8 |
 CO1149| CF9725 FENACHE RM 1                         26.730 METERS 04303     |
 CO1149| CO1148 M 9 12                              164.198 METERS 07356     |
 CO1149| CO1176 PANOLA BONDED WHSE TANK             APPROX. 2.7 KM 2192002.2 |
 CO1149| CF9726 FENACHE RM 2                         24.059 METERS 28604     |
 CO1149|---------------------------------------------------------------------|
 CO1149
 CO1149                          SUPERSEDED SURVEY CONTROL
 CO1149
 CO1149  NAD 83(1992)-  32 58 08.21552(N)    088 14 50.78419(W) AD(       ) 3
 CO1149  NAD 83(1986)-  32 58 08.22109(N)    088 14 50.78556(W) AD(       ) 3
 CO1149  NAD 27      -  32 58 07.76100(N)    088 14 50.67200(W) AD(       ) 3
 CO1149
 CO1149.Superseded values are not recommended for survey control.
 CO1149.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1149.See file dsdata.txt to determine how the superseded data were derived.
 CO1149
 CO1149_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB8342548535(NAD 83)
 CO1149_MARKER: DS = TRIANGULATION STATION DISK
 CO1149_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1149_MAGNETIC: N = NO MAGNETIC MATERIAL
 CO1149
 CO1149  HISTORY     - Date     Condition        Report By
 CO1149  HISTORY     - 1955     MONUMENTED       CGS
 CO1149  HISTORY     - 1974     GOOD             LOCENG
 CO1149  HISTORY     - 1979     GOOD             NGS
 CO1149
 CO1149                          STATION DESCRIPTION
 CO1149
 CO1149'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1149'STATION IS LOCATED ON HIGHWAY PROPERTY ADJACENT TO THE PROPERTY
 CO1149'OF W.G. BROCKWAY ABOUT 3-1/2 MILES SOUTHEAST OF DANCY AND ABOUT
 CO1149'1-1/2 MILES NORTHEAST OF PANOLA.  IT IS 27 FEET SOUTH OF THE
 CO1149'CENTER OF A GRAVEL ROAD, 22 FEET WEST OF A WHITE WITNESS POST AND
 CO1149'1 FOOT NORTH OF A FENCE.  THE MARK IS FLUSH AND THE DISK
 CO1149'IS STAMPED FENACHE 1955.
 CO1149'
 CO1149'REFERENCE MARK NO. 1 IS 19 FEET NORTH OF THE CENTER OF THE ROAD
 CO1149'AND 1 FOOT SOUTH OF A FENCE.  THE MARK PROJECTS ABOUT 2
 CO1149'INCHES AND THE DISK IS STAMPED FENACHE NO 1 1955.
 CO1149'
 CO1149'REFERENCE MARK NO. 2 IS 17 FEET NORTH OF THE CENTER OF THE ROAD
 CO1149'AND 1 FOOT SOUTH OF THE FENCE.  THE MARK IS FLUSH AND THE DISK
 CO1149'IS STAMPED FENACHE NO 2 1955.
 CO1149'
 CO1149'W29-8 (USED) WAS USED AS AN AZIMUTH MARK.  IT IS 50 FEET
 CO1149'SOUTHEAST OF A 20 INCH OSAGE ORANGE TREE, 25 FEET WEST OF THE
 CO1149'CENTER OF A GRAVEL ROAD AND 2 FEET SOUTHWEST OF A WHITE WITNESS
 CO1149'POST.  THE MARK IS A 6 X 6 INCH CONCRETE POST PROJECTING ABOUT
 CO1149'4 INCHES WITH A U.S. ENGINEER DEPARTMENT DISK IN THE TOP STAMPED
 CO1149'W29-8 B.M. 1937.
 CO1149'
 CO1149'M9-12 (USED) IS 29 FEET NORTH OF A FENCE, 23 FEET SOUTHEAST OF
 CO1149'THE CENTER OF A CURVE IN THE GRAVEL ROAD AND 17 FEET WEST
 CO1149'OF A FENCE.  THE MARK IS A 6 X 6 INCH CONCRETE POST PROJECTING
 CO1149'ABOUT 4 INCHES WITH A U.S. ENGINEER DEPARTMENT DISK IN THE
 CO1149'TOP STAMPED TRA. STA. M9-12 1937.
 CO1149'
 CO1149'TO REACH THE STATION FROM THE RAILROAD CROSSING IN PANOLA,
 CO1149'GO EAST ON PAVED ROAD FOR 0.4 MILE TO A GRAVEL ROAD LEFT.
 CO1149'TURN LEFT AND GO NORTH ON GRAVEL ROAD FOR 0.9 MILE TO A FORK.
 CO1149'TAKE RIGHT FORK AND GO NORTHEAST AND EAST ON GRAVEL ROAD FOR 0.8
 CO1149'MILE TO THE STATION ON THE RIGHT AS DESCRIBED.  CONTINUE EAST
 CO1149'ON THE GRAVEL ROAD FOR 0.1 MILE TO A SHARP CURVE TO THE LEFT AND
 CO1149'M9-12 (USED) ON THE RIGHT.  FOLLOW THE CURVE TO THE LEFT AND
 CO1149'CONTINUE NORTH ON THE GRAVEL ROAD FOR 0.15 MILE TO W29-8
 CO1149'(USED) ON THE LEFT AS DESCRIBED.
 CO1149'
 CO1149'HEIGHT OF LIGHT ABOVE STATION MARK 26 METERS.
 CO1149
 CO1149                          STATION RECOVERY (1974)
 CO1149
 CO1149'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB)
 CO1149'FENACHE RECOVERED IN EXCELLENT CONDITION.  RM 2 HAS BEEN DISTURBED.
 CO1149'DID NOT RECOVER RM 1 OR AZ MK.  DESCRIPTION GOOD.
 CO1149'
 CO1149'DISTANCE AND DIRECTION FROM NEAREST TOWN--1-1/2 MI N.E. PANOLA.
 CO1149
 CO1149                          STATION RECOVERY (1979)
 CO1149
 CO1149'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1979 (CLN)
 CO1149'THE STATION MARK AND W29-8 1937 (AZIMUTH MARK) WERE RECOVERED IN GOOD
 CO1149'CONDITION.  STATION M9-12 1937 (USE), REFERENCE MARKS NO.1 AND NO.2
 CO1149'HAVE BEEN DESTROYED.  THE ROAD AT THE STATION SITE HAS BEEN MOVED
 CO1149'ABOUT 300 FEET NORTH.  NEW REFERENCE MARKS NO.3 AND NO.4 WERE
 CO1149'ESTABLISHED AT THIS TIME.  A COMPLETE NEW DESCRIPTION FOLLOWS--
 CO1149'
 CO1149'STATION IS LOCATED ABOUT 3.5 MILES SOUTHEAST OF DANCY AND 1.5 MILES
 CO1149'NORTHEAST OF PANOLA, IN A PASTURE FIELD OWNED BY NEAL BROCKWAY.
 CO1149'
 CO1149'TO REACH FROM THE RAILROAD CROSSING IN PANOLA, GO EAST ON PAVED ROAD
 CO1149'FOR 0.4 MILE TO A SIDEROAD ON LEFT, TURN LEFT AND GO NORTH ON PAVED
 CO1149'ROAD FOR 1.0 MILE TO A SIDEROAD ON THE RIGHT, TURN RIGHT AND GO
 CO1149'NORTHEAST ON PAVED ROAD FOR 0.6 MILE TO A FIELD ROAD AND GATE ON THE
 CO1149'RIGHT, TURN RIGHT THRU GATE AND EAST ON FIELD ROAD FOR 0.1 MILE
 CO1149'TO STATION.
 CO1149'
 CO1149'STATION MARK IS A STANDARD DISK, STAMPED---FENACHE 1955---SET IN TOP
 CO1149'OF A SQUARE CONCRETE POST, PROJECTING 1 INCH.  IT IS 320 FEET
 CO1149'SOUTHEAST OF THE CENTER OF PAVED ROAD, 277.8 FEET SOUTH-SOUTHEAST OF A
 CO1149'TELEPHONE POLE, 172 FEET SOUTH OF A LONE HACKBERRY TREE IN PASTURE,
 CO1149'101 FEET WEST OF A FENCE CORNER, 14.5 FEET EAST OF AN 18 INCH
 CO1149'HACKBERRY TREE, 11.7 FEET WEST OF AN 18 INCH HACKBERRY TREE AND IN
 CO1149'OLD FENCELINE 1.0 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 CO1149'
 CO1149'REFERENCE MARK NO.3 IS A STANDARD DISK, STAMPED---FENACHE 1955 NO 3
 CO1149'1979---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CO1149'IS 125 FEET NORTH OF THE CENTER OF FIELD ROAD, 45 FEET WEST OF
 CO1149'FENCELINE, 4.7 FEET SOUTH OF LONE HACKBERRY TREE IN PASTURE AND 3.7
 CO1149'FEET SOUTH OF A METAL WITNESS POST AND SIGN.
 CO1149'
 CO1149'REFERENCE MARK NO.4 IS A STANDARD DISK, STAMPED---FENACHE 1955 NO 4
 CO1149'1979---SET IN TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT
 CO1149'IS 26 FEET SOUTH OF THE CENTER OF FIELD ROAD, 17.4 FEET WEST OF AN 18
 CO1149'INCH HACKBERRY TREE, 9 FEET EAST OF A GROUP OF SMALL OSAGE ORANGE TREE
 CO1149'AND 3 FEET NORTH OF OLD FENCELINE.
 CO1149'
 CO1149'W29-8 (USE) IS A U.S. ENGINEER DEPARTMENT DISK, STAMPED---W29-8
 CO1149'B.M. 1937---SET IN TOP OF A 6X6 INCH CONCRETE POST, PROJECTING 6
 CO1149'INCHES.  IT IS 91 FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 48 FEET
 CO1149'SOUTH OF FENCELINE, 45 FEET WEST OF THE CENTER OF FIELD ROAD AND 1.0
 CO1149'FOOT SOUTH OF A METAL WITNESS POST AND SIGN.
 CO1149'
 CO1149'TO REACH AZIMUTH MARK FROM THE GATE AND FIELD ROAD LEADING TO THE
 CO1149'STATION, GO EAST ON PAVED ROAD FOR 0.28 MILE TO MARK ON THE RIGHT IN
 CO1149'GROVE OF SMALL TREES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1786 ***********************************************************************
 CN1786  DESIGNATION -  FF 136
 CN1786  PID         -  CN1786
 CN1786  STATE/COUNTY-  AL/DALLAS
 CN1786  USGS QUAD   -  MARION JUNCTION (1987)
 CN1786
 CN1786                         *CURRENT SURVEY CONTROL
 CN1786  ___________________________________________________________________
 CN1786* NAD 83(1986)-  32 26 07.     (N)    087 08 38.     (W)     SCALED    
 CN1786* NAVD 88     -        38.649  (meters)     126.80   (feet)  ADJUSTED  
 CN1786  ___________________________________________________________________
 CN1786  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CN1786  DYNAMIC HT  -          38.605 (meters)     126.66  (feet)  COMP
 CN1786  MODELED GRAV-     979,491.0   (mgal)                       NAVD 88
 CN1786
 CN1786  VERT ORDER  -  FIRST     CLASS II
 CN1786
 CN1786.The horizontal coordinates were scaled from a topographic map and have
 CN1786.an estimated accuracy of +/- 6 seconds.
 CN1786
 CN1786.The orthometric height was determined by differential leveling
 CN1786.and adjusted by the National Geodetic Survey in June 1991..
 CN1786
 CN1786.The geoid height was determined by GEOID03.
 CN1786
 CN1786.The dynamic height is computed by dividing the NAVD 88
 CN1786.geopotential number by the normal gravity value computed on the
 CN1786.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1786.degrees latitude (g = 980.6199 gals.).
 CN1786
 CN1786.The modeled gravity was interpolated from observed gravity values.
 CN1786
 CN1786;                    North         East    Units  Estimated Accuracy
 CN1786;SPC AL W     -   270,050.      633,490.      MT  (+/- 180 meters Scaled)
 CN1786
 CN1786                          SUPERSEDED SURVEY CONTROL
 CN1786
 CN1786  NGVD 29 (??/??/??)   38.634  (m)          126.75   (f) ADJUSTED    1 2
 CN1786
 CN1786.Superseded values are not recommended for survey control.
 CN1786.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1786.See file dsdata.txt to determine how the superseded data were derived.
 CN1786
 CN1786_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA864886(NAD 83)
 CN1786_MARKER: DB = BENCH MARK DISK
 CN1786_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1786_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1786_STAMPING: FF 136 1943
 CN1786_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1786+STABILITY: SURFACE MOTION
 CN1786
 CN1786  HISTORY     - Date     Condition        Report By
 CN1786  HISTORY     - 1943     MONUMENTED       CGS
 CN1786  HISTORY     - 1968     GOOD             NGS
 CN1786
 CN1786                          STATION DESCRIPTION
 CN1786
 CN1786'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN1786'5.65 MI E FROM MARION JUNCTION.
 CN1786'ABOUT 5.65 MILES EAST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM
 CN1786'FROM THE STATION AT MARION JUNCTION, IN SECTION 28, T 17 N, R 9 E, 0.1
 CN1786'MILE EAST OF A CROSSING OF THE RAILROAD AND AN OVERHEAD POWER LINE,
 CN1786'207 FEET WEST OF MILEPOST 207, 34 FEET NORTH OF THE NORTH RAIL, 0.9
 CN1786'FOOT WEST OF A METAL WITNESS POST, ABOUT 2 1/2 FEET BELOW THE LEVEL OF
 CN1786'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 2
 CN1786'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1297 ***********************************************************************
 CM1297  DESIGNATION -  FF 150
 CM1297  PID         -  CM1297
 CM1297  STATE/COUNTY-  AL/TALLAPOOSA
 CM1297  USGS QUAD   -  PONDERS (1971)
 CM1297
 CM1297                         *CURRENT SURVEY CONTROL
 CM1297  ___________________________________________________________________
 CM1297* NAD 83(1986)-  32 42 29.     (N)    085 47 49.     (W)     SCALED    
 CM1297* NAVD 88     -       203.564  (meters)     667.86   (feet)  ADJUSTED  
 CM1297  ___________________________________________________________________
 CM1297  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CM1297  DYNAMIC HT  -         203.326 (meters)     667.08  (feet)  COMP
 CM1297  MODELED GRAV-     979,465.1   (mgal)                       NAVD 88
 CM1297
 CM1297  VERT ORDER  -  SECOND    CLASS 0
 CM1297
 CM1297.The horizontal coordinates were scaled from a topographic map and have
 CM1297.an estimated accuracy of +/- 6 seconds.
 CM1297
 CM1297.The orthometric height was determined by differential leveling
 CM1297.and adjusted by the National Geodetic Survey in June 1991..
 CM1297
 CM1297.The geoid height was determined by GEOID03.
 CM1297
 CM1297.The dynamic height is computed by dividing the NAVD 88
 CM1297.geopotential number by the normal gravity value computed on the
 CM1297.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1297.degrees latitude (g = 980.6199 gals.).
 CM1297
 CM1297.The modeled gravity was interpolated from observed gravity values.
 CM1297
 CM1297;                    North         East    Units  Estimated Accuracy
 CM1297;SPC AL E     -   244,820.      203,410.      MT  (+/- 180 meters Scaled)
 CM1297
 CM1297                          SUPERSEDED SURVEY CONTROL
 CM1297
 CM1297  NGVD 29 (??/??/92)  203.549  (m)          667.81   (f) ADJ UNCH    2 0
 CM1297
 CM1297.Superseded values are not recommended for survey control.
 CM1297.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1297.See file dsdata.txt to determine how the superseded data were derived.
 CM1297
 CM1297_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB127195(NAD 83)
 CM1297_MARKER: DB = BENCH MARK DISK
 CM1297_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1297_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1297_STAMPING: FF 150 1943
 CM1297_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1297+STABILITY: SURFACE MOTION
 CM1297
 CM1297  HISTORY     - Date     Condition        Report By
 CM1297  HISTORY     - 1943     MONUMENTED       CGS
 CM1297  HISTORY     - 1970     MARK NOT FOUND   USGS
 CM1297
 CM1297                          STATION DESCRIPTION
 CM1297
 CM1297'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1297'10 MI SW FROM DADEVILLE.
 CM1297'10.0 MILES SOUTHWEST OF DADEVILLE, TALLAPOOSA COUNTY.  THIS BENCH
 CM1297'MARK MAY BE REACHED FROM THE COUNTY COURTHOUSE BY GOING 9.3
 CM1297'MILES SOUTH ALONG STATE HIGHWAY 49, THENCE 0.7 MILE WEST ALONG
 CM1297'A GRADED ROAD.  IT IS 3.7 MILES EAST OF UNION HIGH SCHOOL, ON
 CM1297'PROPERTY OWNED IN 1943 BY B.F. KNOX, 150 FEET SOUTHEAST ACROSS
 CM1297'THE ROAD FROM THE KNOX HOUSE, 40.3 FEET EAST OF THE NORTHEAST
 CM1297'CORNER OF THE BARN, 29 FEET SOUTH OF THE CENTERLINE OF THE ROAD,
 CM1297'AT THE NORTHEAST CORNER OF THE BARN LOT, AND 8 FEET SOUTH OF THE
 CM1297'FENCE CORNER.  A STANDARD DISK, STAMPED FF 150 1943 AND SET IN
 CM1297'THE TOP OF A CONCRETE POST PROJECTING 0.4 FOOT ABOVE GROUND.
 CM1297
 CM1297                          STATION RECOVERY (1970)
 CM1297
 CM1297'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1970
 CM1297'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1914 ***********************************************************************
 BU1914  DESIGNATION -  FIELD
 BU1914  PID         -  BU1914
 BU1914  STATE/COUNTY-  AL/CONECUH
 BU1914  USGS QUAD   -  BELLEVILLE (1971)
 BU1914
 BU1914                         *CURRENT SURVEY CONTROL
 BU1914  ___________________________________________________________________
 BU1914* NAD 83(1992)-  31 25 15.88286(N)    087 02 28.18721(W)     ADJUSTED  
 BU1914* NAVD 88     -        78.     (meters)     256.     (feet)  SCALED    
 BU1914  ___________________________________________________________________
 BU1914  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BU1914  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1914
 BU1914  HORZ ORDER  -  SECOND
 BU1914
 BU1914.This mark is at Middleton Field Airport (39J)
 BU1914
 BU1914.The horizontal coordinates were established by classical geodetic methods
 BU1914.and adjusted by the National Geodetic Survey in December 1992..
 BU1914
 BU1914.The orthometric height was scaled from a topographic map.
 BU1914
 BU1914.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1914
 BU1914.The geoid height was determined by GEOID03.
 BU1914
 BU1914;                    North         East     Units Scale Factor Converg.
 BU1914;SPC AL W     -   157,627.770   643,624.449   MT  0.99995680   +0 14 21.1
 BU1914;UTM  16      - 3,476,270.275   496,087.693   MT  0.99960019   -0 01 17.3
 BU1914
 BU1914!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1914!SPC AL W     -   0.99999211  x   0.99995680  =   0.99994891
 BU1914!UTM  16      -   0.99999211  x   0.99960019  =   0.99959230
 BU1914
 BU1914:                Primary Azimuth Mark                     Grid Az
 BU1914:SPC AL W     -  FIELD AZ MK                              113 09 41.4
 BU1914:UTM  16      -  FIELD AZ MK                              113 25 19.8
 BU1914
 BU1914|---------------------------------------------------------------------|
 BU1914| PID    Reference Object                     Distance      Geod. Az  |
 BU1914|                                                           dddmmss.s |
 BU1914| CF9731 FIELD AZ MK                                        1132402.5 |
 BU1914| BU1356 FIELD RM 1                           32.623 METERS 15240     |
 BU1914| BU1915 BEACON 20 GREEN AIRWAY 6             25.902 METERS 16150     |
 BU1914| BU1355 FIELD 2                              15.243 METERS 20324     |
 BU1914| BU1357 FIELD RM 2                           34.078 METERS 26651     |
 BU1914| BU1344 BELLEVILLE                          APPROX. 6.5 KM 2751310.3 |
 BU1914| BU1913 BELLEVILLE LOT                      APPROX. 7.5 KM 3022450.3 |
 BU1914|---------------------------------------------------------------------|
 BU1914
 BU1914                          SUPERSEDED SURVEY CONTROL
 BU1914
 BU1914  NAD 83(1986)-  31 25 15.89495(N)    087 02 28.18869(W) AD(       ) 2
 BU1914  NAD 27      -  31 25 15.29800(N)    087 02 28.27000(W) AD(       ) 2
 BU1914
 BU1914.Superseded values are not recommended for survey control.
 BU1914.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1914.See file dsdata.txt to determine how the superseded data were derived.
 BU1914
 BU1914_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9608876270(NAD 83)
 BU1914_MARKER: DS = TRIANGULATION STATION DISK
 BU1914_SETTING: 0 = UNSPECIFIED SETTING
 BU1914
 BU1914  HISTORY     - Date     Condition        Report By
 BU1914  HISTORY     - 1944     MONUMENTED       CGS
 BU1914  HISTORY     - 1947     GOOD             ALHD
 BU1914
 BU1914                          STATION DESCRIPTION
 BU1914
 BU1914'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1914'STATION IS LOCATED ABOUT 5 MILES (AIR LINE) W OF EVERGREEN, AT THE
 BU1914'SITE OF AIRWAY BEACON 20 ON THE EVERGREEN EMERGENCY LANDING FIELD.
 BU1914'THE MARK IS SET NEAR THE W EDGE OF THE FIELD, 49 FEET N OF THE
 BU1914'CENTER OF THE ENTRANCE DRIVEWAY, AND 19 FEET W OF A WOODEN
 BU1914'WITNESS POST WHICH WAS PLACED IN THE E BOUNDARY FENCE.  IT IS
 BU1914'STAMPED FIELD 1944 AND PROJECTS ABOUT 3 INCHES ABOVE THE GROUND.
 BU1914'
 BU1914'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU1914'DISKS SET IN CONCRETE.
 BU1914'
 BU1914'REFERENCE MARK 1 IS 107.09 FEET SE OF THE STATION AND 18 FEET S
 BU1914'OF THE SE LEG OF THE BEACON TOWER.  IT IS STAMPED FIELD NO 1
 BU1914'1944.
 BU1914'
 BU1914'REFERENCE MARK 2 IS 87.47 FEET NW OF THE STATION AND 1 FOOT W OF
 BU1914'THE E BOUNDARY FENCE.  IT IS STAMPED FIELD NO 2 1944.
 BU1914'
 BU1914'AZIMUTH MARK IS ESE OF THE STATION ON A ROAD BANK.  IT IS 29 FEET
 BU1914'S OF THE CENTER LINE OF STATE HIGHWAY 84 AND 2.5 FEET W OF A
 BU1914'WOODEN WITNESS POST.  IT IS STAMPED FIELD 1944.
 BU1914'
 BU1914'A TRAVERSE CONNECTION WAS MADE FROM AIRWAY BEACON 20 TO THE
 BU1914'STATION.
 BU1914'
 BU1914'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 31 AND
 BU1914'STATE HIGHWAY 84 (ABOUT 2 MILES W OF EVERGREEN) GO W ON STATE
 BU1914'HIGHWAY 84 (DIRT) FOR 2.6 MILES TO THE AZIMUTH MARK ON THE LEFT.
 BU1914'CONTINUE W FOR 0.4 MILE TO THE LANDING FIELD AND STATION ON THE
 BU1914'LEFT.
 BU1914'
 BU1914'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BU1914
 BU1914                          STATION RECOVERY (1947)
 BU1914
 BU1914'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1947
 BU1914'LETTER OF MR. A.R. WARD, DIV. CONSTR. ENGR., STATE OF ALABAMA
 BU1914'HIGHWAY DEPT., GROVE HILL, ALA., DATED FEBRUARY 6, 1947-
 BU1914'
 BU1914'STATION, AZIMUTH MARK, AND REFERENCE MARK 2 WERE RESET IN A NEW
 BU1914'LOCATION.
 BU1914'
 BU1914'STATION MARK STAMPED FIELD 2 1946 WAS SET 50 FEET S AND 90 DEG
 BU1914'FROM LINE WITH OLD AZIMUTH MARK.
 BU1914'
 BU1914'AZIMUTH MARK WAS SET 50 FEET S AND 90 DEG FROM LINE WITH OLD
 BU1914'STATION MARK AND STAMPED AZIMUTH MARK FIELD 2 1946.
 BU1914'
 BU1914'REFERENCE MARK NO. 2 WAS SET 100 FEET W FROM THE NEW STATION MARK.
 BU1914'
 BU1914'REFERENCE MARK NO. 1 WAS LEFT IN PLACE AND IS NOW 84.72 FEET
 BU1914'ESE FROM NEW STATION MARK AND IS 12 DEG 05 MIN, MEASURED
 BU1914'CLOCKWISE, FROM LINE FROM NEW STATION TO THE NEW AZIMUTH MARK.
 BU1914'
 BU1914'OLD STATION AND AZIMUTH MARK DISKS STAMPED FIELD 1944 RECEIVED AT
 BU1914'THIS OFFICE 1/20/47.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1355 ***********************************************************************
 BU1355  DESIGNATION -  FIELD 2
 BU1355  PID         -  BU1355
 BU1355  STATE/COUNTY-  AL/CONECUH
 BU1355  USGS QUAD   -  BELLEVILLE (1971)
 BU1355
 BU1355                         *CURRENT SURVEY CONTROL
 BU1355  ___________________________________________________________________
 BU1355* NAD 83(1992)-  31 25 15.42865(N)    087 02 28.41642(W)     ADJUSTED  
 BU1355* NAVD 88     -        76.426  (meters)     250.74   (feet)  ADJUSTED  
 BU1355  ___________________________________________________________________
 BU1355  X           -     281,203.668 (meters)                     COMP
 BU1355  Y           -  -5,440,585.589 (meters)                     COMP
 BU1355  Z           -   3,305,836.184 (meters)                     COMP
 BU1355  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BU1355  ELLIP HEIGHT-          48.66  (meters)          (07/29/02) GPS OBS
 BU1355  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1355  DYNAMIC HT  -          76.331 (meters)     250.43  (feet)  COMP
 BU1355  MODELED GRAV-     979,395.4   (mgal)                       NAVD 88
 BU1355
 BU1355  HORZ ORDER  -  FIRST
 BU1355  VERT ORDER  -  SECOND    CLASS 0
 BU1355  ELLP ORDER  -  FOURTH    CLASS I
 BU1355
 BU1355.This mark is at Middleton Field Airport (39J)
 BU1355
 BU1355.The horizontal coordinates were established by GPS observations
 BU1355.and adjusted by the National Geodetic Survey in December 1992..
 BU1355
 BU1355.The orthometric height was determined by differential leveling
 BU1355.and adjusted by the National Geodetic Survey in June 1991..
 BU1355
 BU1355.The X, Y, and Z were computed from the position and the ellipsoidal ht.
 BU1355
 BU1355.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1355
 BU1355.The ellipsoidal height was determined by GPS observations
 BU1355.and is referenced to NAD 83.
 BU1355
 BU1355.The geoid height was determined by GEOID03.
 BU1355
 BU1355.The dynamic height is computed by dividing the NAVD 88
 BU1355.geopotential number by the normal gravity value computed on the
 BU1355.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1355.degrees latitude (g = 980.6199 gals.).
 BU1355
 BU1355.The modeled gravity was interpolated from observed gravity values.
 BU1355
 BU1355;                    North         East     Units Scale Factor Converg.
 BU1355;SPC AL W     -   157,613.756   643,618.454   MT  0.99995679   +0 14 21.0
 BU1355;UTM  16      - 3,476,256.294   496,081.636   MT  0.99960019   -0 01 17.4
 BU1355
 BU1355!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1355!SPC AL W     -   0.99999236  x   0.99995679  =   0.99994915
 BU1355!UTM  16      -   0.99999236  x   0.99960019  =   0.99959255
 BU1355
 BU1355|---------------------------------------------------------------------|
 BU1355| PID    Reference Object                     Distance      Geod. Az  |
 BU1355|                                                           dddmmss.s |
 BU1355| BU1914 FIELD                                15.243 METERS 02324     |
 BU1355| BU2132 FIELD 2 AZ MK 2                     APPROX. 0.9 KM 1101242.8 |
 BU1355| CF9733 FIELD 2 AZ MK                                      1132412.4 |
 BU1355| BU1356 FIELD RM 1                           25.828 METERS 12529     |
 BU1355| BU1982 EVERPORT                            392.177 METERS 23712     |
 BU1355| CF9732 FIELD RM 2 RESET                     30.480 METERS 29324     |
 BU1355| BU1357 FIELD RM 2                           30.482 METERS 29325     |
 BU1355|---------------------------------------------------------------------|
 BU1355
 BU1355                          SUPERSEDED SURVEY CONTROL
 BU1355
 BU1355  ELLIP H (12/04/92)   48.74   (m)                       GP(       ) 4 1
 BU1355  NAD 83(1986)-  31 25 15.44083(N)    087 02 28.41785(W) AD(       ) 3
 BU1355  NAD 27      -  31 25 14.84326(N)    087 02 28.50284(W) AD(       ) 3
 BU1355  NGVD 29 (??/??/92)   76.421  (m)          250.72   (f) ADJ UNCH    2 0
 BU1355
 BU1355.Superseded values are not recommended for survey control.
 BU1355.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1355.See file dsdata.txt to determine how the superseded data were derived.
 BU1355
 BU1355_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9608276256(NAD 83)
 BU1355_MARKER: DS = TRIANGULATION STATION DISK
 BU1355_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1355_SP_SET: CONCRETE POST
 BU1355_STAMPING: FIELD 2 1946
 BU1355_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU1355_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1355+STABILITY: SURFACE MOTION
 BU1355_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BU1355+SATELLITE: SATELLITE OBSERVATIONS - September 01, 2004
 BU1355
 BU1355  HISTORY     - Date     Condition        Report By
 BU1355  HISTORY     - 1946     MONUMENTED       CGS
 BU1355  HISTORY     - 1951     GOOD             CGS
 BU1355  HISTORY     - 1951     GOOD             NGS
 BU1355  HISTORY     - 1963     GOOD             ALHD
 BU1355  HISTORY     - 19820615 GOOD             NGS
 BU1355  HISTORY     - 1986     GOOD             NGS
 BU1355  HISTORY     - 19870516 GOOD
 BU1355  HISTORY     - 19890623 GOOD             ALHD
 BU1355  HISTORY     - 19910823 GOOD             ALHD
 BU1355  HISTORY     - 19920403 GOOD
 BU1355  HISTORY     - 20040901 GOOD             JCLS
 BU1355
 BU1355                          STATION DESCRIPTION
 BU1355
 BU1355'DESCRIBED BY COAST AND GEODETIC SURVEY 1951 (CS)
 BU1355'STATION IS LOCATED ABOUT 5 MILES (AIR LINE) W OF EVERGREEN, AT THE
 BU1355'ENTRANCE TO MIDDLETON AIRPORT AND AN AIRWAY BEACON TOWER.  THE
 BU1355'STATION IS 28 FEET WNW OF THE CENTER OF ENTRANCE DRIVE, 70 FEET
 BU1355'SSW OF CENTER LINE OF HIGHWAY, 49-1/2 FEET NW OF W LEG OF BEACON
 BU1355'TOWER, 3 FEET SW OF AIRPORT FENCE, 9 FEET SW OF A WHITE WOODEN
 BU1355'WITNESS POST, ABOUT 3 FEET ABOVE HIGHWAY, AND PROJECTS 2 INCHES.  IT
 BU1355'IS A STANDARD DISK SET IN CONCRETE AND IS STAMPED FIELD 2
 BU1355'1946.  UNDERGROUND MARK IS A STANDARD DISK SET IN CONCRETE.
 BU1355'
 BU1355'R.M. 1 IS 84.72 FEET SE OF STATION, 58 FEET ESE OF CENTER LINE OF
 BU1355'ENTRANCE DRIVE, 18.3 FEET SE OF E LEG OF BEACON TOWER, 88 FEET
 BU1355'SSW OF CENTER LINE OF HIGHWAY, 15-1/2 FEET SSW OF AIRPORT FENCE,
 BU1355'45 FEET N OF NE CORNER OF SMALL CONCRETE BUILDING, 3 FEET ABOVE
 BU1355'HIGHWAY, PROJECTS 3 INCHES AND IS STAMPED FIELD NO 1.  IT IS A
 BU1355'STANDARD DISK SET IN CONCRETE.
 BU1355'
 BU1355'R.M. 2 IS 100.06 FEET NW OF STATION, 130 FEET WNW OF ENTRANCE
 BU1355'DRIVE, 148 FEET NW OF W LEG OF BEACON TOWER, 70 FEET SW OF CENTER
 BU1355'LINE OF HIGHWAY, 123 FEET W OF SSW END OF A 24-INCH CULVERT, 8.4
 BU1355'FEET SW OF FENCE LINE, ABOUT 2 FEET ABOVE HIGHWAY, AND ABOUT 1
 BU1355'INCH UNDERGROUND.  IT IS A STANDARD DISK SET IN CONCRETE AND IS
 BU1355'STAMPED FIELD NO 2 1944.
 BU1355'
 BU1355'AZIMUTH MARK IS ABOUT 0.4 MILE E ALONG U.S. HIGHWAY 84 FROM
 BU1355'STATION.  IT IS 55 YARDS E OF THE NE CORNER OF A SMALL STOCK POND,
 BU1355'61 FEET WSW OF A POWER POLE WITH TRANSFORMER, 74 FEET S OF THE
 BU1355'CENTER LINE OF HIGHWAY, 13 FEET S OF FENCE LINE, 144 FEET SW AND
 BU1355'ACROSS HIGHWAY FROM TELEPHONE POLE 47, 157 FEET SW AND ACROSS
 BU1355'HIGHWAY FROM SW CORNER OF A FARMHOUSE, ABOUT LEVEL WITH THE
 BU1355'HIGHWAY, AND FLUSH WITH THE GROUND.  IT IS A STANDARD DISK SET
 BU1355'IN CONCRETE AND IS STAMPED FIELD 2 1946.
 BU1355'
 BU1355'TO REACH THE STATION MARK FROM THE LOUISVILLE AND NASHVILLE
 BU1355'RAILROAD STATION AT EVERGREEN, GO ABOUT 2.65 MILES SW ALONG U.S.
 BU1355'HIGHWAY 31, THENCE ABOUT 2.45 MILES W ALONG U.S. HIGHWAY 84 TO
 BU1355'AZIMUTH MARK ON LEFT, AND CONTINUE 0.4 MILE W ALONG U.S. HIGHWAY
 BU1355'84 TO ENTRANCE TO AIRPORT AND STATION ON LEFT.
 BU1355'
 BU1355'NOTE- MEASUREMENT FROM STATION TO R.M. 2 WAS MEASURED CAREFULLY
 BU1355'AND FOUND TO BE 100.06 FEET.
 BU1355'
 BU1355'AZIMUTH MARK IS NOT STAMPED AZIMUTH MARK FIELD 2 1946 AS STATED
 BU1355'BY THE ALABAMA HIGHWAY DEPT. WHEN MARK WAS RESET BUT IS STAMPED
 BU1355'FIELD 2 1946.
 BU1355
 BU1355                          STATION RECOVERY (1951)
 BU1355
 BU1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 BU1355'5.5 MI SW FROM EVERGREEN.
 BU1355'2.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE LOUISVILLE AND
 BU1355'NASHVILLE RAILROAD STATION AT EVERGREEN, THENCE ABOUT 2.85 MILES WEST
 BU1355'ALONG U.S. HIGHWAY 84, AT THE ENTRANCE TO MIDDLETON AIRPORT, 28 FEET
 BU1355'WEST-NORTHWEST OF THE CENTER LINE OF ENTRANCE DRIVE, 70 FEET
 BU1355'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 49 1/2 FEET
 BU1355'SOUTH-SOUTHWEST OF THE SOUTH-SOUTHWEST END OF A 24-INCH PIPE CULVERT
 BU1355'UNDER HIGHWAY, 49 1/2 FEET NORTHWEST OF THE WEST LEG OF AIRWAY BEACON,
 BU1355'84.72 FEET NORTHWEST OF RM NO. 1, 100.06 SOUTHEAST OF RM NO. 2, 3 FEET
 BU1355'SOUTHWEST OF AIRPORT FENCE, 9 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 BU1355'POST, ABOUT 3 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU1355'PROJECTING 2 INCHES.
 BU1355
 BU1355                          STATION RECOVERY (1963)
 BU1355
 BU1355'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1963 (PW)
 BU1355'THE DESCRIPTION OF 1946 AND 1951 ARE ADEQUATE EXCEPT FOR THE
 BU1355'FOLLOWING ADDITION.
 BU1355'
 BU1355'THE STATION MAY NOW BE REACHED FROM INTERSTATE ROUTE 65 BY DRIVING
 BU1355'WEST ON US 84 FROM THE EVERGREEN-MONROEVILLE INTERCHANGE FOR 2.10
 BU1355'MILES TO THE ENTRANCE TO MIDDLETON AIRPORT AND AN AIRWAY BEACON
 BU1355'TOWER.
 BU1355'
 BU1355'THE STATION, AZIMUTH MARK AND BOTH REFERENCE MARKS 1 AND 2 WERE
 BU1355'FOUND AS DESCRIBED AND IN GOOD CONDITION.
 BU1355
 BU1355                          STATION RECOVERY (1982)
 BU1355
 BU1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982 (CNL)
 BU1355'ALL MARKS WERE RECOVERED AS DESCRIBED IN THE 1951 DESCRIPTION.  THE
 BU1355'AZIMUTH MARK WAS NOT VISIBLE FROM THE STATION DUE TO A POWER POLE AND
 BU1355'TREES.  A NEW AZIMUTH MARK WAS SET IN 1981 BY THE ALABAMA HIGHWAY
 BU1355'DEPARTMENT.  THE MARK WAS TIED TO THE REFERENCE MARKS AT THIS DATE. TO
 BU1355'REACH THE STATION FROM THE INTERSECTION OF INTERSTATE HIGHWAY 65 AND
 BU1355'US HIGHWAY 84, NEAR EVERGREEN AL, GO WEST ON US HIGHWAY 84 FOR 1.40 MI
 BU1355'(2.25 KM) TO SIDEROAD AND AZIMUTH MARK NO 2 ON THE LEFT, CONTINUE WEST
 BU1355'ON HIGHWAY 84 FOR 0.57 MI (0.92 KM) TO ENTRANCE TO AIRPORT AND STATION
 BU1355'ON THE LEFT.  STATION MARK IS AS PREVIOUSLY DESCRIBED IN 1951
 BU1355'DESCRIPTION AND 5.06 M (16.60 FT) NORTHEAST OF EAST BRICK COLLUM OF
 BU1355'AIRPORT SIGN AND 0.30 M (0.98 FT) NORTH OF A METAL WITNESS POST AND
 BU1355'SIGN.  REFERENCE MARK NO 1 IS AS PREVIOUSLY DESCRIBED IN 1951
 BU1355'DESCRIPTION AND 0.30 M (0.98 FT) SOUTH OF A METAL WITNESS POST AND
 BU1355'SIGN.  REFERENCE MARK NO 2 IS AS PREVIOUSLY DESCRIBED IN 1951
 BU1355'DESCRIPTION AND 25.3 M (83.01 FT) NORTHWEST OF WEST BRICK COLLUM OF
 BU1355'AIRPORT SIGN AND 0.30 M (0.98 FT) NORTH OF A METAL WITNESS POST AND
 BU1355'SIGN. AZIMUTH MARK NO 2 IS A STANDARD NGS DISK, STAMPED FIELD 2 1946
 BU1355'NO 2 1981, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH WITH THE
 BU1355'GROUND.  IT IS 19.20 M (62.99 FT) SOUTH OF THE CENTER OF HIGHWAY, 7.92
 BU1355'M (25.98 FT) EAST OF THE CENTER OF SAND ROAD LEADING SOUTH 1.10 M
 BU1355'(3.61 FT) NORTHEAST OF A FENCE CORNER POST, 0.79 M (2.59 FT) NORTH OF
 BU1355'FENCE AND 0.30 M (0.98 FT) WEST OF A METAL WITNESS POST AND SIGN.
 BU1355
 BU1355                          STATION RECOVERY (1986)
 BU1355
 BU1355'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1986
 BU1355'THE STATION IS LOCATED ABOUT 8.0 KM (5.0 MILES) WEST OF EVERGREEN,
 BU1355'AT THE ENTRANCE TO MIDDLETON AIRPORT AND NEAR AN AIRWAY BEACON TOWER.
 BU1355'OWNERSHIP --- MIDDLETON AIRPORT
 BU1355'TO REACH FROM THE JUNCTION OF I-65 AND U.S. HIGHWAY 84 ABOUT 5.6 KM
 BU1355'(3.45 MILES) WEST OF EVERGREEN.  GO WEST ON HIGHWAY 84 FOR 2.5 KM
 BU1355'(1.55 MILES) TO THE AZIMUTH MARK ON LEFT. CONTINUE WEST ON HIGHWAY 84
 BU1355'FOR 1.0 KM (0.6 MILES) TO THE AIRPORT ENTRANCE AND STATION ON THE
 BU1355'LEFT.
 BU1355'THE STATION IS STANDARD CGS DISK STAMPED ---FIELD 2 1946---,SET
 BU1355'IN THE TOP OF SQUARE CONCRETE MONUMENT 30 CMS ON A SIDE FLUSH WITH THE
 BU1355'GROUND, IT IS LOCATED
 BU1355'21.3 METERS (70.0 FEET) SOUTH-SOUTHWEST OF CENTER LINE OF HIGHWAY,
 BU1355'15.1 METERS (31.0 FEET) NORTHWEST OF CENTER OF ENTRANCE DRIVE TO
 BU1355'AIRPORT AND
 BU1355'0.24 METERS (0.8 FEET NORTHEAST OF A METAL WITNESS POST.
 BU1355
 BU1355                          STATION RECOVERY (1987)
 BU1355
 BU1355'RECOVERED 1987
 BU1355'RECOVERED IN GOOD CONDITION.
 BU1355
 BU1355                          STATION RECOVERY (1989)
 BU1355
 BU1355'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU1355'THE STATION IS LOCATED AT THE ENTRANCE TO MIDDLETON FIELD, EVERGREEN
 BU1355'AIRPORT, ABOUT 3.22 KM (2.00 MI) WEST OF EVERGREEN AND ABOUT 6.44 KM
 BU1355'(4.00 MI) EAST OF BELLEVILLE.
 BU1355'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE UNITED
 BU1355'STATES HIGHWAY 84 OVERPASS AT EXIT 93 ON I-65, GO WEST ON HIGHWAY 84
 BU1355'FOR 3.38 KM (2.10 MI) TO MILE POST 96.50, THE ENTRANCE TO MIDDLETON
 BU1355'FIELD, AND THE STATION ON THE LEFT.
 BU1355'THE STATION IS 21.18 M (69.5 FT) SOUTHWEST OF THE CENTER LINE OF
 BU1355'HIGHWAY 84, 9.45 M (31.0 FT) NORTH OF THE CENTER OF THE PAVED DRIVEWAY
 BU1355'TO THE AIRPORT, 3.26 M (10.7 FT) SOUTH OF THE SOUTHWEST END OF A BRICK
 BU1355'SIGN SUPPORT, 16.55 M (54.3 FT) NORTH-NORTHWEST OF THE NORTHWEST
 BU1355'CORNER OF AN AIRPORT BEACON TOWER, 15.18 M (49.8 FT) NORTH OF THE
 BU1355'SOUTHWEST CORNER OF AN AIRPORT BEACON TOWER, 15.24 M (50.0 FT)
 BU1355'NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A METAL SIDED BUILDING,
 BU1355'15.91 M (52.2 FT) NORTHEAST OF THE SOUTHWEST CORNER OF A METAL SIDED
 BU1355'BUILDING, AND 0.24 M (0.8 FT) EAST-SOUTHEAST OF A METAL WITNESS POST
 BU1355'AND SIGN.
 BU1355
 BU1355                          STATION RECOVERY (1991)
 BU1355
 BU1355'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 BU1355'THE STATION IS LOCATED AT THE ENTRANCE TO MIDDLETON FIELD, EVERGREEN
 BU1355'AIRPORT, ABOUT 3.22 KM (2.00 MI) WEST OF EVERGREEN AND ABOUT 6.44 KM
 BU1355'(4.00 MI) EAST OF BELLEVILLE.
 BU1355'TO REACH THE STATION FROM THE CENTER OF INTERSTATE 65 ON THE UNITED
 BU1355'STATES HIGHWAY 84 OVERPASS AT EXIT 93 ON I-65, GO WEST ON HIGHWAY 84
 BU1355'FOR 3.38 KM (2.10 MI) TO MILE POST 96.50, THE ENTRANCE TO MIDDLETON
 BU1355'FIELD, AND THE STATION ON THE LEFT.
 BU1355'THE STATION IS 21.18 M (69.49 FT) SOUTHWEST OF THE CENTER LINE OF
 BU1355'HIGHWAY 84, 9.45 M (31.00 FT) NORTH OF THE CENTER OF THE PAVED
 BU1355'DRIVEWAY TO THE AIRPORT, 3.26 M (10.70 FT) SOUTH OF THE SOUTHWEST END
 BU1355'OF A BRICK SIGN SUPPORT, 16.55 M (54.30 FT) NORTH-NORTHWEST OF THE
 BU1355'NORTHWEST CORNER OF AN AIRPORT BEACON TOWER, 15.18 M (49.80 FT) NORTH
 BU1355'OF THE SOUTHWEST CORNER OF AN AIRPORT BEACON TOWER, 15.24 M
 BU1355'(50.00 FT) NORTH-NORTHEAST OF THE NORTHWEST CORNER OF A METAL SIDED
 BU1355'BUILDING, 15.91 M (52.20 FT) NORTHEAST OF THE SOUTHWEST CORNER OF A
 BU1355'METAL SIDED BUILDING, AND 0.24 M (0.79 FT) EAST-SOUTHEAST OF A METAL
 BU1355'WITNESS POST AND SIGN.
 BU1355
 BU1355                          STATION RECOVERY (1992)
 BU1355
 BU1355'RECOVERED 1992
 BU1355'RECOVERED IN GOOD CONDITION.
 BU1355
 BU1355                          STATION RECOVERY (2004)
 BU1355
 BU1355'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2004 (MRY)
 BU1355'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU2132 ***********************************************************************
 BU2132  DESIGNATION -  FIELD 2 AZ MK 2
 BU2132  PID         -  BU2132
 BU2132  STATE/COUNTY-  AL/CONECUH
 BU2132  USGS QUAD   -  BELLEVILLE (1971)
 BU2132
 BU2132                         *CURRENT SURVEY CONTROL
 BU2132  ___________________________________________________________________
 BU2132* NAD 83(1992)-  31 25 05.17890(N)    087 01 55.95616(W)     ADJUSTED  
 BU2132* NAVD 88     -        76.1    (meters)     250.     (feet)  VERTCON   
 BU2132  ___________________________________________________________________
 BU2132  LAPLACE CORR-           1.86  (seconds)                    DEFLEC99
 BU2132  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 BU2132
 BU2132  HORZ ORDER  -  THIRD
 BU2132
 BU2132.The horizontal coordinates were established by classical geodetic methods
 BU2132.and adjusted by the National Geodetic Survey in December 1992..
 BU2132.No horizontal observational check was made to the station.
 BU2132
 BU2132.The NAVD 88 height was computed by applying the VERTCON shift value to
 BU2132.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BU2132
 BU2132.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU2132
 BU2132.The geoid height was determined by GEOID03.
 BU2132
 BU2132;                    North         East     Units Scale Factor Converg.
 BU2132;SPC AL W     -   157,301.704   644,477.084   MT  0.99995772   +0 14 37.9
 BU2132;UTM  16      - 3,475,940.451   496,938.532   MT  0.99960012   -0 01 00.4
 BU2132
 BU2132!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU2132!SPC AL W     -   0.99999240  x   0.99995772  =   0.99995012
 BU2132!UTM  16      -   0.99999240  x   0.99960012  =   0.99959252
 BU2132
 BU2132                          SUPERSEDED SURVEY CONTROL
 BU2132
 BU2132  NAD 83(1986)-  31 25 05.19108(N)    087 01 55.95760(W) AD(       ) 3
 BU2132  NGVD 29 (09/30/92)   76.1    (m)          250.     (f) VERT ANG       
 BU2132
 BU2132.Superseded values are not recommended for survey control.
 BU2132.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU2132.See file dsdata.txt to determine how the superseded data were derived.
 BU2132
 BU2132_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9693975940(NAD 83)
 BU2132_MARKER: DZ = AZIMUTH MARK DISK
 BU2132_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU2132_STAMPING: FIELD 2 1946 NO 2 1981
 BU2132_MARK LOGO: NGS   
 BU2132_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BU2132_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU2132+STABILITY: SURFACE MOTION
 BU2132
 BU2132  HISTORY     - Date     Condition        Report By
 BU2132  HISTORY     - 1981     MONUMENTED       NGS
 BU2132
 BU2132                          STATION DESCRIPTION
 BU2132
 BU2132'DESCRIBED BY NATIONAL GEODETIC SURVEY 1981 (PW)
 BU2132'THE MARK IS LOCATED ABOUT 4.5 MI (7.24 KM) WEST OF EVERGREEN, ON THE
 BU2132'SOUTH RIGHT-OF-WAY OF US HIGHWAY 84.  TO REACH FROM THE JUNCTION OF
 BU2132'INTERSTATE HIGHWAY 65 AND US HIGHWAY 84, GO WEST ON US HIGHWAY 84 FOR
 BU2132'1.40 MI (2.25 KM) TO A SIDEROAD AND MARK ON THE LEFT.  AZIMUTH MARK NO
 BU2132'2 IS A STANDARD NGS DISK, STAMPED FIELD 2 1946 NO 2 1981, SET IN THE
 BU2132'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 19.2 M
 BU2132'(62.99 FT) SOUTH OF THE CENTER OF HIGHWAY, 7.92 M (25.98 FT) EAST OF
 BU2132'THE CENTER OF A SAND ROAD, 1.10 M (3.61 FT) NORTHEAST OF A FENCE
 BU2132'CORNER POST, 0.79 M (2.59 FT) NORTH OF FENCELINE AND 0.30 M (0.98 FT)
 BU2132'WEST OF A METAL WITNESS POST AND SIGN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1356 ***********************************************************************
 BU1356  DESIGNATION -  FIELD RM 1
 BU1356  PID         -  BU1356
 BU1356  STATE/COUNTY-  AL/CONECUH
 BU1356  USGS QUAD   -  BELLEVILLE (1971)
 BU1356
 BU1356                         *CURRENT SURVEY CONTROL
 BU1356  ___________________________________________________________________
 BU1356* NAD 83(1992)-  31 25 14.94184(N)    087 02 27.62018(W)     ADJUSTED  
 BU1356* NAVD 88     -        76.814  (meters)     252.01   (feet)  ADJUSTED  
 BU1356  ___________________________________________________________________
 BU1356  LAPLACE CORR-           1.74  (seconds)                    DEFLEC99
 BU1356  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1356  DYNAMIC HT  -          76.719 (meters)     251.70  (feet)  COMP
 BU1356  MODELED GRAV-     979,395.4   (mgal)                       NAVD 88
 BU1356
 BU1356  HORZ ORDER  -  THIRD
 BU1356  VERT ORDER  -  SECOND    CLASS 0
 BU1356
 BU1356.This mark is at Middleton Field Airport (39J)
 BU1356
 BU1356.The horizontal coordinates were established by classical geodetic methods
 BU1356.and adjusted by the National Geodetic Survey in December 1992..
 BU1356.No horizontal observational check was made to the station.
 BU1356
 BU1356.The orthometric height was determined by differential leveling
 BU1356.and adjusted by the National Geodetic Survey in June 1991..
 BU1356
 BU1356.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1356
 BU1356.The geoid height was determined by GEOID03.
 BU1356
 BU1356.The dynamic height is computed by dividing the NAVD 88
 BU1356.geopotential number by the normal gravity value computed on the
 BU1356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1356.degrees latitude (g = 980.6199 gals.).
 BU1356
 BU1356.The modeled gravity was interpolated from observed gravity values.
 BU1356
 BU1356;                    North         East     Units Scale Factor Converg.
 BU1356;SPC AL W     -   157,598.852   643,639.546   MT  0.99995681   +0 14 21.4
 BU1356;UTM  16      - 3,476,241.299   496,102.652   MT  0.99960019   -0 01 17.0
 BU1356
 BU1356!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1356!SPC AL W     -   0.99999230  x   0.99995681  =   0.99994911
 BU1356!UTM  16      -   0.99999230  x   0.99960019  =   0.99959249
 BU1356
 BU1356                          SUPERSEDED SURVEY CONTROL
 BU1356
 BU1356  NAD 83(1986)-  31 25 14.95399(N)    087 02 27.62183(W) AD(       ) 3
 BU1356  NGVD 29 (??/??/92)   76.809  (m)          252.00   (f) ADJ UNCH    2 0
 BU1356
 BU1356.Superseded values are not recommended for survey control.
 BU1356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1356.See file dsdata.txt to determine how the superseded data were derived.
 BU1356
 BU1356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9610376241(NAD 83)
 BU1356_MARKER: DR = REFERENCE MARK DISK
 BU1356_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1356_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1356_STAMPING: FIELD NO 1 1944
 BU1356_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1356+STABILITY: SURFACE MOTION
 BU1356
 BU1356  HISTORY     - Date     Condition        Report By
 BU1356  HISTORY     - 1944     MONUMENTED       CGS
 BU1356  HISTORY     - 1951     GOOD             NGS
 BU1356
 BU1356                          STATION DESCRIPTION
 BU1356
 BU1356'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1356'5.5 MI SW FROM EVERGREEN.
 BU1356'2.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE LOUISVILLE AND
 BU1356'NASHVILLE RAILROAD STATION AT EVERGREEN, THENCE ABOUT 2.85 MILES WEST
 BU1356'ALONG U.S. HIGHWAY 84, AT THE ENTRANCE TO MIDDLETON AIRPORT, 58 FEET
 BU1356'EAST-SOUTHEAST OF THE CENTER LINE OF ENTRANCE DRIVE, 18.3 FEET
 BU1356'SOUTHEAST OF THE EAST LEG OF AIRWAY BEACON TOWER, 88 FEET
 BU1356'SOUTH-SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 15 1/2 FEET
 BU1356'SOUTH-SOUTHWEST OF AIRPORT FENCE, 45 FEET NORTH OF THE NORTHEAST
 BU1356'CORNER OF A SMALL CONCRETE BUILDING, 84.72 FEET SOUTHEAST OF THE
 BU1356'STATION, ABOUT 3 FEET ABOVE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 BU1356'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1357 ***********************************************************************
 BU1357  DESIGNATION -  FIELD RM 2
 BU1357  PID         -  BU1357
 BU1357  STATE/COUNTY-  AL/CONECUH
 BU1357  USGS QUAD   -  BELLEVILLE (1971)
 BU1357
 BU1357                         *CURRENT SURVEY CONTROL
 BU1357  ___________________________________________________________________
 BU1357* NAD 83(1992)-  31 25 15.82190(N)    087 02 29.47551(W)     ADJUSTED  
 BU1357* NAVD 88     -        76.701  (meters)     251.64   (feet)  ADJUSTED  
 BU1357  ___________________________________________________________________
 BU1357  LAPLACE CORR-           1.73  (seconds)                    DEFLEC99
 BU1357  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1357  DYNAMIC HT  -          76.606 (meters)     251.33  (feet)  COMP
 BU1357  MODELED GRAV-     979,395.4   (mgal)                       NAVD 88
 BU1357
 BU1357  HORZ ORDER  -  THIRD
 BU1357  VERT ORDER  -  SECOND    CLASS 0
 BU1357
 BU1357.This mark is at Middleton Field Airport (39J)
 BU1357
 BU1357.The horizontal coordinates were established by classical geodetic methods
 BU1357.and adjusted by the National Geodetic Survey in December 1992..
 BU1357.No horizontal observational check was made to the station.
 BU1357
 BU1357.The orthometric height was determined by differential leveling
 BU1357.and adjusted by the National Geodetic Survey in June 1991..
 BU1357
 BU1357.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1357
 BU1357.The geoid height was determined by GEOID03.
 BU1357
 BU1357.The dynamic height is computed by dividing the NAVD 88
 BU1357.geopotential number by the normal gravity value computed on the
 BU1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1357.degrees latitude (g = 980.6199 gals.).
 BU1357
 BU1357.The modeled gravity was interpolated from observed gravity values.
 BU1357
 BU1357;                    North         East     Units Scale Factor Converg.
 BU1357;SPC AL W     -   157,625.751   643,590.433   MT  0.99995676   +0 14 20.5
 BU1357;UTM  16      - 3,476,268.411   496,053.680   MT  0.99960019   -0 01 17.9
 BU1357
 BU1357!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU1357!SPC AL W     -   0.99999231  x   0.99995676  =   0.99994907
 BU1357!UTM  16      -   0.99999231  x   0.99960019  =   0.99959251
 BU1357
 BU1357                          SUPERSEDED SURVEY CONTROL
 BU1357
 BU1357  NAD 83(1986)-  31 25 15.83412(N)    087 02 29.47702(W) AD(       ) 3
 BU1357  NGVD 29 (??/??/92)   76.696  (m)          251.63   (f) ADJ UNCH    2 0
 BU1357
 BU1357.Superseded values are not recommended for survey control.
 BU1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1357.See file dsdata.txt to determine how the superseded data were derived.
 BU1357
 BU1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV9605476268(NAD 83)
 BU1357_MARKER: DR = REFERENCE MARK DISK
 BU1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1357_STAMPING: FIELD NO 2 1944
 BU1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1357+STABILITY: SURFACE MOTION
 BU1357
 BU1357  HISTORY     - Date     Condition        Report By
 BU1357  HISTORY     - 1944     MONUMENTED       CGS
 BU1357  HISTORY     - 1951     GOOD             NGS
 BU1357
 BU1357                          STATION DESCRIPTION
 BU1357
 BU1357'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU1357'5.5 MI SW FROM EVERGREEN.
 BU1357'2.65 MILES SOUTHWEST ALONG U.S. HIGHWAY 31 FROM THE LOUISVILLE AND
 BU1357'NASHVILLE RAILROAD STATION AT EVERGREEN, THENCE ABOUT 2.85 MILES WEST
 BU1357'ALONG U.S. HIGHWAY 84, AT THE ENTRANCE TO MIDDLETON AIRPORT, 130 FEET
 BU1357'WEST-NORTHWEST OF CENTER LINE OF ENTRANCE DRIVE, 100.06 FEET NORTHWEST
 BU1357'OF STATION MARK, 148 FEET NORTHWEST OF THE WEST LEG OF AIRWAY BEACON
 BU1357'TOWER, 123 FEET WEST OF THE SOUTH-SOUTHWEST END OF A 24-INCH PIPE
 BU1357'CULVERT UNDER HIGHWAY, 8.4 FEET SOUTHWEST OF AIRPORT FENCE, ABOUT 2
 BU1357'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST ABOUT 1
 BU1357'INCH UNDER GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3475 ***********************************************************************
 DG3475  DESIGNATION -  FINLEY
 DG3475  PID         -  DG3475
 DG3475  STATE/COUNTY-  AL/CLEBURNE
 DG3475  USGS QUAD   -  OAK LEVEL (1983)
 DG3475
 DG3475                         *CURRENT SURVEY CONTROL
 DG3475  ___________________________________________________________________
 DG3475* NAD 83(1992)-  33 45 13.93027(N)    085 23 42.37058(W)     ADJUSTED  
 DG3475* NAVD 88     -       358.5    (meters)    1176.     (feet)  VERTCON   
 DG3475  ___________________________________________________________________
 DG3475  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DG3475  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG3475
 DG3475  HORZ ORDER  -  FIRST
 DG3475
 DG3475.The horizontal coordinates were established by classical geodetic methods
 DG3475.and adjusted by the National Geodetic Survey in September 1997..
 DG3475
 DG3475.The NAVD 88 height was computed by applying the VERTCON shift value to
 DG3475.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DG3475
 DG3475.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3475
 DG3475.The geoid height was determined by GEOID03.
 DG3475
 DG3475;                    North         East     Units Scale Factor Converg.
 DG3475;SPC AL E     -   360,890.715   240,600.744   MT  0.99998031   +0 14 36.6
 DG3475;SPC GA W     -   416,883.527   586,192.923   MT  1.00005962   -0 40 57.4
 DG3475;SPC GA W     - 1,367,725.37  1,923,201.28   sFT  1.00005962   -0 40 57.4
 DG3475;UTM  16      - 3,736,022.944   648,642.352   MT  0.99987238   +0 53 30.8
 DG3475
 DG3475!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DG3475!SPC AL E     -   0.99994824  x   0.99998031  =   0.99992855
 DG3475!SPC GA W     -   0.99994824  x   1.00005962  =   1.00000786
 DG3475!UTM  16      -   0.99994824  x   0.99987238  =   0.99982063
 DG3475
 DG3475:                Primary Azimuth Mark                     Grid Az
 DG3475:SPC AL E     -  FINLEY AZ MK RESET                       046 07 13.7
 DG3475:SPC GA W     -  FINLEY AZ MK RESET                       047 02 47.7
 DG3475:UTM  16      -  FINLEY AZ MK RESET                       045 28 19.5
 DG3475
 DG3475|---------------------------------------------------------------------|
 DG3475| PID    Reference Object                     Distance      Geod. Az  |
 DG3475|                                                           dddmmss.s |
 DG3475| CZ2552 FINLEY AZ MK RESET                                 0462150.3 |
 DG3475| DG3436 TALLAPOOSA MILLS WATER TANK         APPROX. 9.1 KM 0984933.2 |
 DG3475| CZ2553 FINLEY RM 1                          27.402 METERS 16139     |
 DG3475| CZ2554 FINLEY RM 2                          33.799 METERS 24749     |
 DG3475| CZ2555 FINLEY RM 3                                        3534555.5 |
 DG3475|---------------------------------------------------------------------|
 DG3475
 DG3475                          SUPERSEDED SURVEY CONTROL
 DG3475
 DG3475  NAD 83(1992)-  33 45 13.93161(N)    085 23 42.37222(W) AD(       ) 1
 DG3475  NAD 83(1986)-  33 45 13.93447(N)    085 23 42.36705(W) AD(       ) 1
 DG3475  NAD 27      -  33 45 13.56000(N)    085 23 42.53400(W) AD(       ) 1
 DG3475  NGVD 29 (07/19/86)  358.4    (m)         1176.     (f) VERT ANG       
 DG3475
 DG3475.Superseded values are not recommended for survey control.
 DG3475.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3475.See file dsdata.txt to determine how the superseded data were derived.
 DG3475
 DG3475_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4864236023(NAD 83)
 DG3475_MARKER: DS = TRIANGULATION STATION DISK
 DG3475_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG3475
 DG3475  HISTORY     - Date     Condition        Report By
 DG3475  HISTORY     - 1941     MONUMENTED       CGS
 DG3475  HISTORY     - 1954     GOOD             CGS
 DG3475  HISTORY     - 1956     GOOD             CGS
 DG3475  HISTORY     - 1973     GOOD             NGS
 DG3475
 DG3475                          STATION DESCRIPTION
 DG3475
 DG3475'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3475'STATION IS LOCATED ABOUT 6.0 MILES WNW OF TALLAPOOSA, GEORGIA ON
 DG3475'PROPERTY OWNED BY MRS. LAURA FINLEY, AND OCCUPIED BY MR. J.H. BURNS,
 DG3475'THE MARK IS 190.5 FEET NW OF THE NW CORNER OF THE HOME OF MR.
 DG3475'BURNS, AND 95 FEET N OF THE CENTER OF FARM ROAD ON TOP OF A KNOLL
 DG3475'IN A PASTURE ABOUT 150 YARDS W OF THE GRADED DIRT ROAD.  IT IS
 DG3475'STAMPED FINLEY 1941 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 DG3475'
 DG3475'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 DG3475'DISKS SET IN CONCRETE.
 DG3475'
 DG3475'REFERENCE MARK NO. 1 IS S OF THE STATION, LOCATED IN THE FENCE LINE
 DG3475'ON THE N SIDE OF A FARM ROAD.  IT IS STAMPED FINLEY 1941 NO. 1
 DG3475'AND PROJECTS 6 INCHES ABOVE THE GROUND.
 DG3475'
 DG3475'REFERENCE MARK NO. 2 IS W OF THE STATION, LOCATED IN THE N AND
 DG3475'S FENCE LINE, 80 FEET N OF THE FARM ROAD.  IT IS STAMPED FINLEY
 DG3475'1941 NO. 2 AND PROJECTS 6 INCHES ABOVE THE GROUND.
 DG3475'
 DG3475'THE AZIMUTH MARK WAS SET 0.25 MILE N OF THE STATION, 15 FEET
 DG3475'E OF THE EDGE OF THE ROAD BANK ON THE E SIDE OF THE ROAD, AND
 DG3475'ON THE E SIDE OF A TRIANGLE FORMED BY THE INTERSECTION OF TWO
 DG3475'GRADED DIRT ROADS.  TO REACH FROM THE STATION GO E 0.1 MILE TO THE
 DG3475'MAIN ROAD, TURN LEFT AND GO 0.25 MILE TO A Y FORMED BY THE
 DG3475'INTERSECTION OF TWO ROADS AND THE MARK ON THE RIGHT.
 DG3475'
 DG3475'TO REACH THE STATION FROM THE MAIN CROSSROADS IN THE VILLAGE OF
 DG3475'FRUITHURST, GO E ON U.S. HIGHWAY 78 FOR 2.4 MILES TO THE
 DG3475'MUSCADINE CROSSROADS, HERE TURN LEFT AND GO N ON A GRADED DIRT ROAD
 DG3475'FOR 0.5 MILE TO MR. BURNS HOUSE AND THE STATION ON THE LEFT.
 DG3475'
 DG3475'ALL LINES OBSERVED FROM THIS STATION CAN BE SEEN FROM A 37-FOOT
 DG3475'TOWER WITH THE EXCEPTION OF STATION ROSS WHICH WILL REQUIRE A
 DG3475'116-FOOT TOWER.
 DG3475'
 DG3475'TWO SUPERSTRUCTURES WERE PUT ON THE 90-FOOT TOWER AT THIS STATION,
 DG3475'RAISING IT TO 110 FEET TO SEE STATION ROSS.
 DG3475'
 DG3475'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 DG3475
 DG3475                          STATION RECOVERY (1954)
 DG3475
 DG3475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1954 (HAP)
 DG3475'THE STATION WAS VISITED, AND ALL MARKS WERE FOUND IN GOOD
 DG3475'CONDITION.  THE ORIGINAL DESCRIPTION IS ADEQUATE.
 DG3475
 DG3475                          STATION RECOVERY (1956)
 DG3475
 DG3475'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1956 (HCA)
 DG3475'ALL MARKS FOUND IN GOOD CONDITION EXCEPT AZIMUTH MARK OBSTRUCTED AND
 DG3475'DOOMED BY ROAD CONSTRUCTION.  A NEW AZIMUTH MARK WAS ESTABLISHED,
 DG3475'AND THE OLD WAS DESTROYED.
 DG3475'
 DG3475'STATION STAMPED FINLEY 1941, PROJECTING 0.5 FOOT,
 DG3475'IS ON THE HIGHEST POINT IN THE VICINITY, ABOUT 6 MILES WNW OF
 DG3475'TALLAPOOSA, GEORGIA, 2.5 MILES E VIA NO. 78 U.S. HIGHWAY E OF
 DG3475'FRUITHURST, ALABAMA, OR 2.1 MILES VIA SAME W OF GEORGIA-ALABAMA
 DG3475'BOUNDARY AND THENCE 0.6 MILE N ON A PAVED COUNTY ROAD, 0.6 MILE N
 DG3475'OF MUSCADINE CROSSROADS, AND ABOUT 110 YARDS W OF THE PAVED
 DG3475'COUNTY ROAD.
 DG3475'
 DG3475'REFERENCE STAMPED FINLEY NO 1 1941, PROJECTING 0.5 FOOT,
 DG3475'IS 89.92 FEET SSE S 18 DEG 20 MIN E FROM THE STATION,
 DG3475'15 FEET W OF THE CREST OF THE RIDGE, AND 10 FEET N OF THE CENTER
 DG3475'OF AN OLD FARM ROAD.
 DG3475'
 DG3475'REFERENCE STAMPED FINLEY NO 2 1941, PROJECTING 0.6 FOOT,
 DG3475'IS 110.89 FEET WSW S 67 DEG 49 MIN W FROM THE STATION, IN A
 DG3475'FENCE LINE, ABOUT 27 YARDS N OF THE CENTER OF THE OLD FARM ROAD,
 DG3475'AND ABOUT 3 YARDS S OF THE CREST OF A SLIGHT RIDGE.
 DG3475'
 DG3475'AZIMUTH MARK STAMPED FINLEY RESET 1956, PROJECTING 0.5
 DG3475'FOOT, IS ABOUT 0.2 MILE NE N 46 DEG 50 MIN E FROM
 DG3475'STATION, ABOUT 42 YARDS S OF THE LOCAL CREST OF THE ROAD GRADE, 39
 DG3475'FEET E OF THE CENTER OF THE COUNTY ROAD, AND 10 FEET S OF THE
 DG3475'PROJECTED PLANE OF THE N WALL OF A FRAME HOUSE THAT IS ABOUT 50
 DG3475'YARDS W OF THE MARK.
 DG3475
 DG3475                          STATION RECOVERY (1973)
 DG3475
 DG3475'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (JLC)
 DG3475'THE STATION MARKS AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN
 DG3475'GOOD CONDITION.  THE AZIMUTH MARK WHICH WAS RESET IN 1956 HAS BEEN
 DG3475'DESTROYED.  A DISTANT REFERENCE MARK WAS SET AT THIS TIME.  THE
 DG3475'DIRECTION TO BOTH REFERENCE MARKS COMPARES FAVORABLY WITH THE 1941
 DG3475'DATA.  THE DISTANCE TO REFERENCE MARK 2 COMPARES FAVORABLY AND A
 DG3475'LESSER DISTANCE OF 0.008 METER WAS NOTED AND VERIFIED TO
 DG3475'REFERENCE MARK 1.
 DG3475'
 DG3475'A COMPLETE NEW DESCRIPTION FOLLOWS.
 DG3475'
 DG3475'THE STATION IS LOCATED ABOUT 6 MILES WEST-NORTHWEST OF TALLAPOOSA,
 DG3475'GEORGIA, 2 MILES WEST OF THE ALABAMA-GEORGIA STATE LINE, 0.7 MILE
 DG3475'NORTH OF THE CROSSROADS AT MUSCADINE, ALABAMA, ATOP A THICKLY
 DG3475'WOODED, LOW RIDGE AND ON PROPERTY OWNED BY MRS. CORA ROBERTSON.
 DG3475'
 DG3475'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 78 AND STATE ROUTE
 DG3475'100 IN TALLAPOOSA, GO WEST ON HIGHWAY 78 FOR 4 MILES TO THE
 DG3475'ALABAMA-GEORGIA STATE LINE.  CONTINUE WEST ON HIGHWAY 78 FOR
 DG3475'2.15 MILES TO A CROSSROAD AT A CAUTION LIGHT IN MUSCADINE.  TURN
 DG3475'RIGHT AND GO NORTH ON COUNTY ROAD 49 FOR 0.65 MILE TO A DRIVEWAY
 DG3475'ON THE LEFT LEADING TO AN OLD FRAME HOUSE.  (TO REACH REFERENCE
 DG3475'MARK 3, CONTINUE NORTH ON THE COUNTY ROAD FOR 0.25 MILE TO THE
 DG3475'MARK ON THE RIGHT AT THE NORTH END OF A CUT BANK.) TURN LEFT
 DG3475'AND GO NORTHERLY ON THE DRIVEWAY FOR 0.05 MILE TO THE NORTH EDGE
 DG3475'OF THE HOUSE.  TURN LEFT AND GO WEST-NORTHWEST, THROUGH WOODS, FOR
 DG3475'ABOUT 0.05 MILE TO THE STATION.
 DG3475'
 DG3475'THE STATION MARKS ARE STANDARD DISKS STAMPED FINLEY 1941.  THE
 DG3475'SURFACE DISK IS SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT
 DG3475'WHICH PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS 14.5 FEET
 DG3475'EAST OF A TRIANGLE BLAZED 8-INCH PINE TREE AND 4 FEET
 DG3475'WEST-NORTHWEST OF A METAL WITNESS POST.
 DG3475'
 DG3475'REFERENCE MARK 1, A STANDARD DISK STAMPED FINLEY NO 1 1941, IS
 DG3475'SET IN THE TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS
 DG3475'6 INCHES ABOVE THE GROUND SURFACE.  IT IS 87 FEET SOUTH OF THE
 DG3475'WITNESS POST, 37 FEET WEST OF A 24-INCH HARDWOOD TREE, 12 FEET
 DG3475'NORTH OF A DIM ROAD, AND 9.5 FEET NORTH-NORTHEAST OF A 10-INCH PINE
 DG3475'TREE.
 DG3475'
 DG3475'REFERENCE MARK 2, A STANDARD DISK STAMPED FINLEY NO 2 1941, IS
 DG3475'SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DG3475'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 7 FEET SOUTH OF
 DG3475'A 10-INCH HARDWOOD TREE, 5.5 FEET NORTH OF A 10-INCH HARDWOOD
 DG3475'TREE AND 2 FEET EAST OF AN OLD FENCE.
 DG3475'
 DG3475'REFERENCE MARK 3, A STANDARD DISK STAMPED FINLEY NO 3 1941 1973,
 DG3475'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT WHICH
 DG3475'PROJECTS 4 INCHES ABOVE THE GROUND SURFACE.  IT IS 35 FEET
 DG3475'EAST-SOUTHEAST OF THE CENTER OF THE ROAD, 2 FEET SOUTH OF A METAL
 DG3475'WITNESS POST AND ABOUT 5 FEET HIGHER THAN THE ROAD SURFACE.
 DG3475'
 DG3475'HEIGHT OF LIGHT ABOVE STATION MARK 73.2 FEET.
 DG3475'
 DG3475'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 DG3475'6 MILES WEST-NORTHWEST OF TALLAPOOSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ1818 ***********************************************************************
 DJ1818  DESIGNATION -  FIRE
 DJ1818  PID         -  DJ1818
 DJ1818  STATE/COUNTY-  AL/PICKENS
 DJ1818  USGS QUAD   -  REFORM (1985)
 DJ1818
 DJ1818                         *CURRENT SURVEY CONTROL
 DJ1818  ___________________________________________________________________
 DJ1818* NAD 83(1992)-  33 24 28.20717(N)    088 04 22.17539(W)     ADJUSTED  
 DJ1818* NAVD 88     -       113.     (meters)     371.     (feet)  SCALED    
 DJ1818  ___________________________________________________________________
 DJ1818  LAPLACE CORR-          -0.07  (seconds)                    DEFLEC99
 DJ1818  GEOID HEIGHT-         -28.46  (meters)                     GEOID03
 DJ1818
 DJ1818  HORZ ORDER  -  THIRD
 DJ1818
 DJ1818.The horizontal coordinates were established by classical geodetic methods
 DJ1818.and adjusted by the National Geodetic Survey in December 1992..
 DJ1818
 DJ1818.The orthometric height was scaled from a topographic map.
 DJ1818
 DJ1818.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ1818
 DJ1818.The geoid height was determined by GEOID03.
 DJ1818
 DJ1818;                    North         East     Units Scale Factor Converg.
 DJ1818;SPC AL W     -   377,988.345   546,718.366   MT  0.99996832   -0 18 55.4
 DJ1818;UTM  16      - 3,697,015.353   400,242.322   MT  0.99972269   -0 35 26.7
 DJ1818
 DJ1818!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ1818!SPC AL W     -   0.99998672  x   0.99996832  =   0.99995504
 DJ1818!UTM  16      -   0.99998672  x   0.99972269  =   0.99970942
 DJ1818
 DJ1818:                Primary Azimuth Mark                     Grid Az
 DJ1818:SPC AL W     -  COAL                                     212 03 14.3
 DJ1818:UTM  16      -  COAL                                     212 19 45.6
 DJ1818
 DJ1818|---------------------------------------------------------------------|
 DJ1818| PID    Reference Object                     Distance      Geod. Az  |
 DJ1818|                                                           dddmmss.s |
 DJ1818| DJ1827 COAL                                APPROX.11.7 KM 2114418.9 |
 DJ1818| CF9736 FIRE RM 2                            13.020 METERS 27639     |
 DJ1818| CF9734 FIRE AZ MK                                         2904349.4 |
 DJ1818| CF9735 FIRE RM 1                            30.214 METERS 35808     |
 DJ1818|---------------------------------------------------------------------|
 DJ1818
 DJ1818                          SUPERSEDED SURVEY CONTROL
 DJ1818
 DJ1818  NAD 83(1986)-  33 24 28.21273(N)    088 04 22.17721(W) AD(       ) 3
 DJ1818  NAD 27      -  33 24 27.79200(N)    088 04 22.08300(W) AD(       ) 3
 DJ1818
 DJ1818.Superseded values are not recommended for survey control.
 DJ1818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ1818.See file dsdata.txt to determine how the superseded data were derived.
 DJ1818
 DJ1818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0024297015(NAD 83)
 DJ1818_MARKER: DS = TRIANGULATION STATION DISK
 DJ1818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ1818_MAGNETIC: N = NO MAGNETIC MATERIAL
 DJ1818
 DJ1818  HISTORY     - Date     Condition        Report By
 DJ1818  HISTORY     - 1955     MONUMENTED       CGS
 DJ1818  HISTORY     - 1966     GOOD             SCS
 DJ1818  HISTORY     - 1974     GOOD             NGS
 DJ1818  HISTORY     - 1974     MARK NOT FOUND   LOCENG
 DJ1818  HISTORY     - 1978     GOOD             NGS
 DJ1818
 DJ1818                          STATION DESCRIPTION
 DJ1818
 DJ1818'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DJ1818'STATION IS ABOUT 10 MILES NORTH OF CARROLLTON AND ABOUT 4 MILES
 DJ1818'NORTHWEST OF REFORM ON PROPERTY OF LITT MOORE.  IT IS 100
 DJ1818'FEET SOUTH OF THE SOUTHWEST CORNER OF A FRAME HOUSE, 29 FEET
 DJ1818'EAST OF THE CENTER OF A GRAVEL ROAD AND 19 FEET SOUTHWEST OF A
 DJ1818'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 DJ1818'FIRE 1955.
 DJ1818'
 DJ1818'REFERENCE MARK NO. 1 IS 26 FEET SOUTHWEST OF THE SOUTHWEST
 DJ1818'CORNER OF THE FRAME HOUSE AND 16 FEET EAST OF THE CENTER OF
 DJ1818'THE GRAVEL ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS
 DJ1818'STAMPED FIRE NO 1 1955.
 DJ1818'
 DJ1818'REFERENCE MARK NO. 2 IS 30 FEET SOUTHWEST OF THE WHITE WITNESS
 DJ1818'POST AND 14 FEET WEST OF THE CENTER OF THE GRAVEL ROAD.  THE
 DJ1818'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FIRE NO 2
 DJ1818'1955.
 DJ1818'
 DJ1818'AZIMUTH MARK IS 100 FEET SOUTH OF THE SOUTH CORNER OF A FRAME
 DJ1818'HOUSE, 10 FEET SOUTH OF THE CENTER OF A FARM LANE, 1 FOOT EAST
 DJ1818'OF A FENCE LINE AND 1 FOOT NORTH OF A WHITE WITNESS POST.  THE
 DJ1818'MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED FIRE 1955.
 DJ1818'
 DJ1818'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY 17
 DJ1818'AND U.S. HIGHWAY 82 IN REFORM, GO WEST ON U.S. HIGHWAY 82 FOR
 DJ1818'3.8 MILES TO A GRAVEL CROSSROAD, TURN RIGHT AND GO NORTH ON
 DJ1818'GRAVEL ROAD FOR 0.2 MILE TO THE STATION ON THE RIGHT AS DESCRIBED.
 DJ1818'
 DJ1818'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON GRAVEL
 DJ1818'ROAD FOR 0.05 MILE TO A FARM LANE LEFT, TURN LEFT AND
 DJ1818'GO WESTERLY FOR 0.15 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DJ1818'
 DJ1818'HEIGHT OF LIGHT ABOVE STATION MARK 1 METERS.
 DJ1818
 DJ1818                          STATION RECOVERY (1966)
 DJ1818
 DJ1818'RECOVERY NOTE BY SOIL CONSERVATION SERVICE 1966 (PZH)
 DJ1818'STATION WAS RECOVERED IN GOOD CONDITION.
 DJ1818
 DJ1818                          STATION RECOVERY (1974)
 DJ1818
 DJ1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 DJ1818'THE STATION WAS VISITED 9-13-74 AND ALL MARKS WERE RECOVERED IN GOOD
 DJ1818'CONDITION.  A NEW DESCRIPTION FOLLOWS--
 DJ1818'
 DJ1818'THE STATION IS LOCATED ABOUT 10 MILES NORTH OF CARROLLTON, AND 4
 DJ1818'MILES NORTHWEST OF REFORM.
 DJ1818'
 DJ1818'TO REACH STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 DJ1818'HIGHWAY 17 IN REFORM GO WEST ON U.S. HIGHWAY 82 FOR 3.85 MILES TO A
 DJ1818'GRAVEL CROSSROAD.  TURN RIGHT AND GO NORTH ON A GRAVEL ROAD FOR 0.4
 DJ1818'MILE TO THE STATION ON THE RIGHT.
 DJ1818'
 DJ1818'THE STATION IS 98.3 FEET SOUTHEAST AND ACROSS THE ROAD FOR THE
 DJ1818'SOUTHEAST CORNER OF A HOUSE, 46 FEET NORTHEAST AND ACROSS THE ROAD
 DJ1818'FROM A POWER POLE, 24 FEET EAST OF THE CENTER OF A GRAVEL ROAD, 4
 DJ1818'FEET SOUTH OF A SMALL, LONE, CEDAR TREE AND 1 FOOT EAST OF A METAL
 DJ1818'WITNESS POST AND SIGN.  THE MARK IS 3 INCHES BELOW THE SURFACE OF
 DJ1818'THE GROUND AND THE DISK IS STAMPED FIRE 1955.
 DJ1818'
 DJ1818'RM NO 1 IS 99.1 FEET NORTH OF THE STATION AND UNDER A HEDGE ROW, 26
 DJ1818'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A HOUSE, 19 FEET EAST OF
 DJ1818'THE CENTER OF A GRAVEL ROAD, 11 FEET NORTH OF THE CENTER OF A
 DJ1818'DRIVEWAY, AND 1 FOOT EAST OF A METAL WITNESS POST AND SIGN.
 DJ1818'THE MARK IS FLUSH WITH THE GROUND AND THE DISK IS STAMPED FIRE NO
 DJ1818'1 1955.
 DJ1818'
 DJ1818'RM NO 2 IS 42.7 FEET WEST OF THE STATION IN THE SOUTHWEST CORNER
 DJ1818'OF THE FRONT LAWN OF A HOUSE, 63.7 FEET SOUTH-SOUTHEAST OF THE
 DJ1818'SOUTHEAST CORNER OF A HOUSE, 32.5 FEET NORTH OF A POWER POLE AND 18
 DJ1818'FEET WEST OF THE CENTER OF A GRAVEL ROAD.  THE MARK IS FLUSH WITH
 DJ1818'THE GROUND AND THE DISK IS STAMPED FIRE NO 2 1955.
 DJ1818'
 DJ1818'THE AZIMUTH MARK IS 0.15 MILE WEST OF THE STATION, 125 FEET
 DJ1818'SOUTH-SOUTHWEST OF THE SOUTH CORNER OF A HOUSE, 93 FEET
 DJ1818'SOUTH-SOUTHEAST OF A 24 INCH OAK STUMP 6 FEET HIGH, 77 FEET
 DJ1818'SOUTHEAST OF THE INTERSECTION OF THE WEST END OF A CIRCLE DRIVEWAY
 DJ1818'AND A GRADED ROAD, 16 FEET SOUTH OF THE CENTER OF A GRADED ROAD,
 DJ1818'5.5 FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF A FENCED LOT,
 DJ1818'AND 1 FOOT SOUTH OF A METAL WITNESS POST AND SIGN.  THE MARK IS
 DJ1818'FLUSH WITH THE GROUND AND THE DISK IS STAMPED FIRE 1955.
 DJ1818'
 DJ1818'TO REACH THE AZIMUTH MARK FROM THE STATION GO NORTH ON A GRAVEL ROAD
 DJ1818'FOR ABOUT 150 FEET TO A GRADED SIDE ROAD ON THE LEFT.  TURN LEFT AND
 DJ1818'GO WEST ON A GRADED ROAD FOR 0.15 MILE TO THE MARK ON THE LEFT.
 DJ1818'
 DJ1818'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MILES NORTHWEST
 DJ1818'OF REFORM.
 DJ1818
 DJ1818                          STATION RECOVERY (1974)
 DJ1818
 DJ1818'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1974 (RB)
 DJ1818'FIRE RM 1 AND FIRE RM 2 FOUND BOTH RMS BUT DIDNT RECOVER STA.  IT
 DJ1818'COMES OUT IN A PLOWED GARDEN AREA.  COULD BE STILL IN BUT DOUBTFULL.
 DJ1818'
 DJ1818'DISTANCE AND DIRECTION FROM NEAREST TOWN--4 MI NW REFORM.
 DJ1818
 DJ1818                          STATION RECOVERY (1978)
 DJ1818
 DJ1818'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 DJ1818'STATION WAS VISITED 12-20-78 AND ALL MARKS WERE RECOVERED IN GOOD
 DJ1818'CONDITION.  THE 1974 DESCRIPTION BY C.L.N. IS ADEQUATE AND COMPLETE
 DJ1818'FOR RECOVERY AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0617 ***********************************************************************
 CN0617  DESIGNATION -  FIRE PLUG 8 11 5
 CN0617  PID         -  CN0617
 CN0617  STATE/COUNTY-  AL/MONTGOMERY
 CN0617  USGS QUAD   -  MONTGOMERY NORTH (1981)
 CN0617
 CN0617                         *CURRENT SURVEY CONTROL
 CN0617  ___________________________________________________________________
 CN0617* NAD 83(1986)-  32 22 38.     (N)    086 21 20.     (W)     SCALED    
 CN0617* NAVD 88     -        51.997  (meters)     170.59   (feet)  ADJUSTED  
 CN0617  ___________________________________________________________________
 CN0617  GEOID HEIGHT-         -27.99  (meters)                     GEOID03
 CN0617  DYNAMIC HT  -          51.937 (meters)     170.40  (feet)  COMP
 CN0617  MODELED GRAV-     979,499.3   (mgal)                       NAVD 88
 CN0617
 CN0617  VERT ORDER  -  SECOND    CLASS 0
 CN0617
 CN0617.The horizontal coordinates were scaled from a topographic map and have
 CN0617.an estimated accuracy of +/- 6 seconds.
 CN0617
 CN0617.The orthometric height was determined by differential leveling
 CN0617.and adjusted by the National Geodetic Survey in June 1991..
 CN0617
 CN0617.The geoid height was determined by GEOID03.
 CN0617
 CN0617.The dynamic height is computed by dividing the NAVD 88
 CN0617.geopotential number by the normal gravity value computed on the
 CN0617.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0617.degrees latitude (g = 980.6199 gals.).
 CN0617
 CN0617.The modeled gravity was interpolated from observed gravity values.
 CN0617
 CN0617;                    North         East    Units  Estimated Accuracy
 CN0617;SPC AL E     -   208,250.      150,860.      MT  (+/- 180 meters Scaled)
 CN0617
 CN0617                          SUPERSEDED SURVEY CONTROL
 CN0617
 CN0617  NGVD 29 (??/??/92)   51.97   (m)          170.5    (f) COMPUTED    2 0
 CN0617
 CN0617.Superseded values are not recommended for survey control.
 CN0617.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0617.See file dsdata.txt to determine how the superseded data were derived.
 CN0617
 CN0617_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA606824(NAD 83)
 CN0617_MARKER: Z = SEE DESCRIPTION
 CN0617_SETTING: 0 = UNSPECIFIED SETTING
 CN0617_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0617
 CN0617  HISTORY     - Date     Condition        Report By
 CN0617  HISTORY     - UNK      MONUMENTED       USE
 CN0617  HISTORY     - 1945     GOOD             NGS
 CN0617
 CN0617                          STATION DESCRIPTION
 CN0617
 CN0617'DESCRIBED BY NATIONAL GEODETIC SURVEY 1945
 CN0617'2.7 MI W FROM MONTGOMERY.
 CN0617'2.7 MILES WEST FROM THE UNION STATION IN MONTGOMERY, AT MAXWELL FIELD,
 CN0617'ON FIRST STREET ACROSS THE STREET AND BETWEEN THE BASE AIRCRAFT SHOP
 CN0617'RECEIVING STATION BLDG. NO. 848 AND ARMY AIR FORCE SUPPLY BUILDING NO.
 CN0617'849.  TOP OF FIRE PLUG NO. 5 (8-11).
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1946 ***********************************************************************
 BU1946  DESIGNATION -  FIRE TOWER
 BU1946  PID         -  BU1946
 BU1946  STATE/COUNTY-  AL/MONROE
 BU1946  USGS QUAD   -  URIAH WEST (1981)
 BU1946
 BU1946                         *CURRENT SURVEY CONTROL
 BU1946  ___________________________________________________________________
 BU1946* NAD 83(1992)-  31 19 29.34000(N)    087 34 02.42446(W)     ADJUSTED  
 BU1946* NAVD 88     -                                                        
 BU1946  ___________________________________________________________________
 BU1946  LAPLACE CORR-           1.18  (seconds)                    DEFLEC99
 BU1946  GEOID HEIGHT-         -28.10  (meters)                     GEOID03
 BU1946
 BU1946  HORZ ORDER  -  THIRD
 BU1946
 BU1946.The horizontal coordinates were established by classical geodetic methods
 BU1946.and adjusted by the National Geodetic Survey in December 1992..
 BU1946
 BU1946
 BU1946.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1946
 BU1946.The geoid height was determined by GEOID03.
 BU1946
 BU1946;                    North         East     Units Scale Factor Converg.
 BU1946;SPC AL W     -   146,866.250   593,591.060   MT  0.99993384   -0 02 06.0
 BU1946;UTM  16      - 3,465,739.626   446,022.319   MT  0.99963594   -0 17 41.9
 BU1946
 BU1946                          SUPERSEDED SURVEY CONTROL
 BU1946
 BU1946  NAD 83(1986)-  31 19 29.35721(N)    087 34 02.42911(W) AD(       ) 4
 BU1946  NAD 27      -  31 19 28.74000(N)    087 34 02.46000(W) AD(       ) 3
 BU1946
 BU1946.Superseded values are not recommended for survey control.
 BU1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1946.See file dsdata.txt to determine how the superseded data were derived.
 BU1946
 BU1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV4602265740(NAD 83)
 BU1946_MARKER: 55 = TOWER
 BU1946
 BU1946  HISTORY     - Date     Condition        Report By
 BU1946  HISTORY     - 1938     FIRST OBSERVED   CGS
 BU1946
 BU1946                          STATION DESCRIPTION
 BU1946
 BU1946'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2429 ***********************************************************************
 CM2429  DESIGNATION -  FITZ RESET
 CM2429  PID         -  CM2429
 CM2429  STATE/COUNTY-  AL/BULLOCK
 CM2429  USGS QUAD   -  THOMPSON (1971)
 CM2429
 CM2429                         *CURRENT SURVEY CONTROL
 CM2429  ___________________________________________________________________
 CM2429* NAD 83(1992)-  32 11 27.51874(N)    085 52 28.68225(W)     ADJUSTED  
 CM2429* NAVD 88     -       105.     (meters)     344.     (feet)  SCALED    
 CM2429  ___________________________________________________________________
 CM2429  LAPLACE CORR-           0.80  (seconds)                    DEFLEC99
 CM2429  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 CM2429
 CM2429  HORZ ORDER  -  FIRST
 CM2429
 CM2429.The horizontal coordinates were established by classical geodetic methods
 CM2429.and adjusted by the National Geodetic Survey in December 1992..
 CM2429
 CM2429.The orthometric height was scaled from a topographic map.
 CM2429
 CM2429.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2429
 CM2429.The geoid height was determined by GEOID03.
 CM2429
 CM2429;                    North         East     Units Scale Factor Converg.
 CM2429;SPC AL E     -   187,481.147   196,105.641   MT  0.99996019   -0 01 19.2
 CM2429;UTM  16      - 3,562,159.457   606,078.891   MT  0.99973877   +0 35 58.5
 CM2429
 CM2429!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2429!SPC AL E     -   0.99998783  x   0.99996019  =   0.99994802
 CM2429!UTM  16      -   0.99998783  x   0.99973877  =   0.99972660
 CM2429
 CM2429|---------------------------------------------------------------------|
 CM2429| PID    Reference Object                     Distance      Geod. Az  |
 CM2429|                                                           dddmmss.s |
 CM2429| CM2429 FITZ RESET                            0.000 METERS 00000     |
 CM2429| CM2298 UNION SPRINGS N MUN TANK            APPROX.15.7 KM 1055534.3 |
 CM2429| CY9406 FITZ AZ MK                                         1062332.7 |
 CM2429| CM2299 UNION SPRINGS PRESB CH SPIRE        APPROX.16.0 KM 1083150.5 |
 CM2429| CM2300 UNION SPRINGS BAP CH SPIRE          APPROX.15.8 KM 1091107.4 |
 CM2429| CM2303 HIGH RIDGE ATT MICROWAVE            APPROX.14.9 KM 2044908.6 |
 CM2429| CY9407 FITZ RM 1                            28.798 METERS 21152     |
 CM2429| CY9408 FITZ RM 2                            32.797 METERS 29746     |
 CM2429|---------------------------------------------------------------------|
 CM2429
 CM2429                          SUPERSEDED SURVEY CONTROL
 CM2429
 CM2429  NAD 83(1986)-  32 11 27.52757(N)    085 52 28.68068(W) AD(       ) 1
 CM2429  NAD 27      -  32 11 27.00100(N)    085 52 28.84900(W) AD(       ) 1
 CM2429
 CM2429.Superseded values are not recommended for survey control.
 CM2429.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2429.See file dsdata.txt to determine how the superseded data were derived.
 CM2429
 CM2429_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA0607962159(NAD 83)
 CM2429
 CM2429  HISTORY     - Date     Condition        Report By
 CM2429  HISTORY     - 1982     MONUMENTED       NGS
 CM2429  HISTORY     - 19910624 GOOD             ALHD
 CM2429
 CM2429                          STATION DESCRIPTION
 CM2429
 CM2429'DESCRIBED BY NATIONAL GEODETIC SURVEY 1982 (CLN)
 CM2429'THE STATION MARK FOUND WITH THE TOP BROKEN OFF AND DISK MISSING.
 CM2429'REFERENCE MARKS NO 1 AND NO 2 WERE RECOVERED IN GOOD CONDITION.  A
 CM2429'NEW STATION SURFACE MARK WAS ESTABLISHED AT THIS DATE.  THE AZIMUTH
 CM2429'MARK WAS NOT RECOVERED AT THIS DATE.  A NEW DESCCRIPTION FOLLOWS.
 CM2429'
 CM2429'THE STATION IS LOCATED ABOUT 10 MILES WEST-NORTHWEST OF UNION
 CM2429'SPRINGS, IN SECTION 17, T 14N, R 22E, ON HIGHEST POINT OF SMALL HILL,
 CM2429'NEAR THE SOUTH END OF A LARGE OPEN PASTURE FIELD.
 CM2429'
 CM2429'TO REACH FROM THE JUNCTION OF U.S. HIGHWAY 8 AND STATE HIGHWAY 110,
 CM2429'ABOUT 3 MILES WEST OF UNION SPRINGS, GO WESTERLY ON STATE HIGHWAY 110
 CM2429'FOR 8.2 MILES TO STATION ON THE RIGHT.
 CM2429'
 CM2429'STATION IS A STANDARD NGS DISK, STAMPED---FITZ 1943 1982---SET IN THE
 CM2429'TOP OF A SQUARE CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 82.0
 CM2429'METERS (269.0 FEET) EAST OF THE CENTE ROF PAVED ROAD, 67.7 METERS
 CM2429'(222.0 FEET) EAST OF FENCELINE, 12.8 METERS (42.0 FEET) SOUTHEAST OF
 CM2429'A 30-INCH RED OAK TREE, 10.7 METERS (35.2 FEET) SOUTH-SOUTHWEST OF A
 CM2429'24-INCH RED OAK TREE AND 0.6 METERS (2.0 FEET) WEST OF A METAL
 CM2429'WITNESS POST AND SIGN.
 CM2429'
 CM2429'REFERENCE MARK NO 1 IS A STANDARD CGS DISK, STAMPED---FRITZ NO 1
 CM2429'1943--- SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 3 INCHES.
 CM2429'IT IS ON THE SOUTHWEST SCOPE OF HILL, 50.1 METERS (164.5 FEET) EAST
 CM2429'OF A FENCELINE, 21.6 METERS (71.0 FEET) NORTHWEST OF A 30-INCH WHITE
 CM2429'OAK TREE, 19.7 METERS (64.5 FEET) NORTHEAST OF A 40-INCH RED OAK TREE
 CM2429'AND 0.3 METER (1.0 FOOT) NORTHWEST OF A METAL WITNESS POST AND SIGN.
 CM2429'
 CM2429'REFERENCE MARK NO 2 IS A STANDARD CGS DISK, STAMPED---FRITZ NO 2
 CM2429'1943--- SET IN TOP OF A SQUARE CONCRETE POST, PROJECTING 3 INCHES.
 CM2429'IT IS ON THE NORTHWEST SCOPE OF THE HILL, 40.4 METERS (132.5 FEET)
 CM2429'EAST OF A FENCELINE, 25.6 METERS (84.0 FEET) SOUTHEAST OF A 38-INCH
 CM2429'WHITE OAK TREE, 20.6 METERS (67.6 FEET) EAST-NORTHEAST OF A 30-INCH
 CM2429'RED OAK TREE AND 0.3 METER (1.0 FOOT) SOUTH OF A METAL WITNESS POST
 CM2429'AND SIGN.
 CM2429
 CM2429                          STATION RECOVERY (1991)
 CM2429
 CM2429'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991
 CM2429'THE STATION IS LOCATED IN BULLOCK COUNTY ON THE WEST RIGHT OF WAY OF
 CM2429'ALA 110, ABOUT 1.65 MI (2.66 KM) SOUTH-SOUTHEAST OF FITZPATRICK AND
 CM2429'ABOUT 9.95 MI (16.01 KM) WEST-NORTHWEST OF UNION SPRINGS.
 CM2429'TO REACH THE STATION FROM THE JUNCTION OF U.S. 82 AND ALA 110 (MILE
 CM2429'POST 40.75 ON ALA 110 AND MILE POST 196.15 ON U.S. 82) ABOUT 3.00 MI
 CM2429'(4.83 KM) WEST OF UNION SPRINGS, DRIVE NORTHWEST ON ALA 110 FOR 8.10
 CM2429'MI (13.04 KM) TO MILE POST 32.65 AND A FIELD ROAD AND A GATE ON THE
 CM2429'RIGHT, TURN RIGHT AND DRIVE EAST THROUGH THE GATE, TURN RIGHT AND
 CM2429'PASS THROUGH ANOTHER GATE, THEN DRIVE NORTH-NORTHEAST TO THE TOP OF A
 CM2429'HILL AND THE STATION.
 CM2429'THE STATION IS LOCATED ON TOP OF A LOW HILL, 34.3 FT (10.5 M) SOUTH OF
 CM2429'A 24-INCH RED OAK TREE, 40.9 FT (12.5 M) EAST-SOUTHEAST OF A 36-INCH
 CM2429'RED OAK TREE, 0.8 FT (0.2 M) EAST OF A CARSONITE WITNESS POST, 1.0 FT
 CM2429'(0.3 M) WEST OF A CARSONITE WITNESS POST, APPROXIMATELY 100 YARDS
 CM2429'EAST OF ALA 110, AND SET FLUSH WITH THE GROUND.
 CM2429'STATION 6-3 1991 MAY BE USED AS AN AZIMUTH FOR THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4078 ***********************************************************************
 BG4078  DESIGNATION -  FLAT
 BG4078  PID         -  BG4078
 BG4078  STATE/COUNTY-  AL/BALDWIN
 BG4078  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG4078
 BG4078                         *CURRENT SURVEY CONTROL
 BG4078  ___________________________________________________________________
 BG4078* NAD 83(1992)-  30 13 58.07291(N)    087 55 50.26880(W)     ADJUSTED  
 BG4078* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG4078  ___________________________________________________________________
 BG4078  LAPLACE CORR-           0.76  (seconds)                    DEFLEC99
 BG4078  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BG4078
 BG4078  HORZ ORDER  -  THIRD
 BG4078
 BG4078.The horizontal coordinates were established by classical geodetic methods
 BG4078.and adjusted by the National Geodetic Survey in December 1992..
 BG4078
 BG4078.The orthometric height was scaled from a topographic map.
 BG4078
 BG4078.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4078
 BG4078.The geoid height was determined by GEOID03.
 BG4078
 BG4078;                    North         East     Units Scale Factor Converg.
 BG4078;SPC AL W     -    25,883.399   558,549.983   MT  0.99995452   -0 13 00.6
 BG4078;UTM  16      - 3,344,947.919   410,451.149   MT  0.99969893   -0 28 07.0
 BG4078
 BG4078!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4078!SPC AL W     -   1.00000434  x   0.99995452  =   0.99995886
 BG4078!UTM  16      -   1.00000434  x   0.99969893  =   0.99970327
 BG4078
 BG4078:                Primary Azimuth Mark                     Grid Az
 BG4078:SPC AL W     -  SAND ISLAND LIGHTHOUSE                   246 49 21.0
 BG4078:UTM  16      -  SAND ISLAND LIGHTHOUSE                   247 04 27.4
 BG4078
 BG4078|---------------------------------------------------------------------|
 BG4078| PID    Reference Object                     Distance      Geod. Az  |
 BG4078|                                                           dddmmss.s |
 BG4078| BH2136 SAND ISLAND LIGHTHOUSE              APPROX.12.6 KM 2463620.4 |
 BG4078|---------------------------------------------------------------------|
 BG4078
 BG4078                          SUPERSEDED SURVEY CONTROL
 BG4078
 BG4078  NAD 83(1986)-  30 13 58.09760(N)    087 55 50.27512(W) AD(       ) 3
 BG4078  NAD 27      -  30 13 57.50800(N)    087 55 49.87200(W) AD(       ) 3
 BG4078
 BG4078.Superseded values are not recommended for survey control.
 BG4078.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4078.See file dsdata.txt to determine how the superseded data were derived.
 BG4078
 BG4078_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1045144948(NAD 83)
 BG4078_MARKER: Z = SEE DESCRIPTION
 BG4078_SETTING: 0 = UNSPECIFIED SETTING
 BG4078_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG4078
 BG4078  HISTORY     - Date     Condition        Report By
 BG4078  HISTORY     - 1919     MONUMENTED       CGS
 BG4078  HISTORY     - 1934     SEE DESCRIPTION  CGS
 BG4078
 BG4078                          STATION DESCRIPTION
 BG4078
 BG4078'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (GLA)
 BG4078'STATION NOT RECOVERED.  STATION SEARCHED FOR WITHOUT SUCCESS.  THE
 BG4078'1926 STORM SWEPT ACROSS THE PENINSULA AT THIS POINT AND IT IS
 BG4078'THOUGHT THE STATION WAS WASHED AWAY.  THE FEW SAND DUNES IN THIS
 BG4078'VICINITY ARE CONSTANTLY SHIFTING AND ARE UNSTABLE.  NO PERMANENT
 BG4078'LAND MARKS IN THIS IMMEDIATE LOCALITY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2242 ***********************************************************************
 CM2242  DESIGNATION -  FLINT
 CM2242  PID         -  CM2242
 CM2242  STATE/COUNTY-  AL/LEE
 CM2242  USGS QUAD   -  BEULAH (1983)
 CM2242
 CM2242                         *CURRENT SURVEY CONTROL
 CM2242  ___________________________________________________________________
 CM2242* NAD 83(1992)-  32 38 58.21175(N)    085 12 41.52593(W)     ADJUSTED  
 CM2242* NAVD 88     -       270.     (meters)     886.     (feet)  SCALED    
 CM2242  ___________________________________________________________________
 CM2242  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 CM2242  GEOID HEIGHT-         -28.48  (meters)                     GEOID03
 CM2242
 CM2242  HORZ ORDER  -  FIRST
 CM2242
 CM2242.The horizontal coordinates were established by classical geodetic methods
 CM2242.and adjusted by the National Geodetic Survey in December 1992..
 CM2242
 CM2242.The orthometric height was scaled from a topographic map.
 CM2242
 CM2242.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2242
 CM2242.The geoid height was determined by GEOID03.
 CM2242
 CM2242;                    North         East     Units Scale Factor Converg.
 CM2242;SPC AL E     -   238,496.996   258,335.871   MT  1.00000195   +0 20 07.7
 CM2242;SPC GA W     -   294,216.942   601,976.960   MT  1.00001844   -0 33 49.5
 CM2242;SPC GA W     -   965,276.75  1,974,986.08   sFT  1.00001844   -0 33 49.5
 CM2242;UTM  16      - 3,613,844.602   667,739.870   MT  0.99994696   +0 57 54.4
 CM2242
 CM2242!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2242!SPC AL E     -   0.99996208  x   1.00000195  =   0.99996403
 CM2242!SPC GA W     -   0.99996208  x   1.00001844  =   0.99998052
 CM2242!UTM  16      -   0.99996208  x   0.99994696  =   0.99990904
 CM2242
 CM2242:                Primary Azimuth Mark                     Grid Az
 CM2242:SPC AL E     -  FAIRFAX MILLS TALL STACK                 008 52 31.3
 CM2242:SPC GA W     -  FAIRFAX MILLS TALL STACK                 009 46 28.5
 CM2242:UTM  16      -  FAIRFAX MILLS TALL STACK                 008 14 44.6
 CM2242
 CM2242|---------------------------------------------------------------------|
 CM2242| PID    Reference Object                     Distance      Geod. Az  |
 CM2242|                                                           dddmmss.s |
 CM2242| CM2189 FAIRFAX MILLS TALL STACK            APPROX.16.2 KM 0091239.0 |
 CM2242| CY9410 FLINT AZ MK                                        1933059.6 |
 CM2242| CY9411 FLINT RM 1                           22.919 METERS 21539     |
 CM2242| CM2254 OPELIKA PEPPERELL MFG TANK          APPROX.19.2 KM 2641007.3 |
 CM2242| CY9412 FLINT RM 2                           23.522 METERS 26415     |
 CM2242| CM2258 OPELIKA RAD STA WJHO MAST           APPROX.18.3 KM 2654231.0 |
 CM2242| CM2255 OPELIKA PEPPERELL MILLS E TANK      APPROX.18.8 KM 2660318.9 |
 CM2242| CM2259 OPELIKA MILLS TANK                  APPROX.17.0 KM 2663204.4 |
 CM2242| CM2260 OPELIKA ALA OIL AND GUANO TANK      APPROX.15.8 KM 2674105.3 |
 CM2242| CM2261 OPELIKA CTHSE SPIRE                 APPROX.15.7 KM 2683511.0 |
 CM2242| CM2262 OPELIKA STANDPIPE                   APPROX.15.6 KM 2720221.5 |
 CM2242| CM2264 NEW ORLEANS ATLANTA AWY BCN 34      APPROX.15.6 KM 3194407.2 |
 CM2242|---------------------------------------------------------------------|
 CM2242
 CM2242                          SUPERSEDED SURVEY CONTROL
 CM2242
 CM2242  NAD 83(1986)-  32 38 58.21671(N)    085 12 41.52416(W) AD(       ) 1
 CM2242  NAD 27      -  32 38 57.73700(N)    085 12 41.73800(W) AD(       ) 1
 CM2242
 CM2242.Superseded values are not recommended for survey control.
 CM2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2242.See file dsdata.txt to determine how the superseded data were derived.
 CM2242
 CM2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB6774013845(NAD 83)
 CM2242_MARKER: DS = TRIANGULATION STATION DISK
 CM2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2242
 CM2242  HISTORY     - Date     Condition        Report By
 CM2242  HISTORY     - 1930     MONUMENTED       CGS
 CM2242  HISTORY     - 1936     GOOD             CGS
 CM2242  HISTORY     - 1943     GOOD             CGS
 CM2242
 CM2242                          STATION DESCRIPTION
 CM2242
 CM2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CM2242'ABOUT 8 MILES E OF OPELIKA, AND 4 MILES NNE OF SALEM ON THE RIDGE
 CM2242'KNOWN AS FLINT RIDGE.  STATION PROJECTS ABOVE THE GROUND ABOUT
 CM2242'3 INCHES.
 CM2242'
 CM2242'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS SET IN
 CM2242'CONCRETE.
 CM2242'
 CM2242'REFERENCE MARK NO. 1 IS SW OF THE STATION.
 CM2242'
 CM2242'REFERENCE MARK NO. 2 IS W OF THE STATION.
 CM2242'
 CM2242'STATION CAN BE REACHED FROM SALEM BY GOING E 0.8 MILE ON THE COLUMBUS
 CM2242'HIGHWAY AND TAKING THE LEFT FOR A DISTANCE OF 1.5 MILES N TO A CROSS
 CM2242'ROAD.  TAKE LEFT-HAND CROSS ROAD 1.8 MILES TO A FORKS AND TAKE THE
 CM2242'RIGHT-HAND FORK 0.8 MILE AND KEEP MAIN ROAD TO LEFT FIRST N AND
 CM2242'THEN E, 0.7 MILE TO A VACANT HOUSE ON THE S SIDE OF THE ROAD.
 CM2242'STATION IS SE OF THE HOUSE ON TOP OF THE RIDGE BACK OF THE HOUSE
 CM2242'ABOUT 200 METERS (656 FEET).
 CM2242'
 CM2242'HEIGHT OF SIGNAL ABOVE STATION MARK- 19.5 METERS.
 CM2242
 CM2242                          STATION RECOVERY (1936)
 CM2242
 CM2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1936 (JSB)
 CM2242'STATION MARK AND REFERENCE MARKS NOS. 1 AND 2 RECOVERED AND FOUND IN
 CM2242'GOOD CONDITION AS DESCRIBED BY SMITH.  NO AZIMUTH MARK ESTABLISHED
 CM2242'FOR THIS STATION.
 CM2242'
 CM2242'TO REACH, GO TO U.S. HIGHWAY 241 AND FOLLOW TO SALEM.  THEN FOLLOW
 CM2242'DIRECTIONS GIVEN ABOVE BY SMITH.  THE HOUSE REFERRED TO BY SMITH
 CM2242'IS NOW OCCUPIED.  A TRUCK CAN BE DRIVEN TO THE STATION BY GOING S
 CM2242'ON AN OLD ROAD ABOUT 125 YARDS TO TOP OF RIDGE THEN EASTWARD UP
 CM2242'THE RIDGE ABOUT 250 YARDS TO THE STATION.
 CM2242'
 CM2242'HEIGHT OF TOWER - 19.5 METERS.
 CM2242
 CM2242                          STATION RECOVERY (1943)
 CM2242
 CM2242'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1943 (GWL)
 CM2242'THE STATION AND ALL MARKS WERE RECOVERED AND FOUND IN GOOD CONDITION.
 CM2242'AN AZIMUTH MARK HAS BEEN ADDED.  THE DESCRIPTION FOLLOWS-
 CM2242'
 CM2242'THE STATION IS LOCATED ABOUT 8 MILES E OF
 CM2242'OPELIKA AND 4 MILES NE OF SALEM ON A WOODED RIDGE LOCALLY KNOWN
 CM2242'AS FLINT RIDGE.  IT IS ON THE HIGHEST POINT OF THE RIDGE, IS
 CM2242'STAMPED FLINT 1930 AND PROJECTS ABOUT 4 INCHES.
 CM2242'
 CM2242'REFERENCE MARK NO.1 IS SW OF THE STATION.  IT PROJECTS
 CM2242'ABOUT 3 INCHES AND IS STAMPED FLINT NO. 1 1943.
 CM2242'
 CM2242'REFERENCE MARK NO. 2 IS W OF THE STATION.  IT PROJECTS
 CM2242'ABOUT 3 INCHES AND IS STAMPED FLINT NO. 2 1943.
 CM2242'
 CM2242'THE AZIMUTH MARK IS ABOUT 0.4 MILE SSW OF THE STATION,
 CM2242'18 FEET N OF THE CENTER OF THE ROAD.  IT PROJECTS ABOUT 4 INCHES
 CM2242'AND IS STAMPED FLINT 1943.  TO REACH FROM THE STATION GO BACK TO
 CM2242'THE ROAD.  TURN LEFT AND GO 0.65 MILE TO FORKS.  TURN LEFT AND GO
 CM2242'0.25 MILE TO SUMMIT OF HILL, HOUSE ON THE RIGHT AND THE AZIMUTH
 CM2242'MARK ON THE LEFT.
 CM2242'
 CM2242'TO REACH THE STATION FROM THE RAILROAD STATION IN SALEM GO E ON
 CM2242'U.S. HIGHWAY 241 FOR 0.8 MILE.  TURN LEFT AND GO 1.4 MILES TO
 CM2242'CROSSROADS.  TURN LEFT AND GO 1.75 MILES TO A REVERSE Y.  CONTINUE
 CM2242'0.05 MILE TO FORKS, TAKE RIGHT FORK AND GO 0.8 MILE TO ANOTHER
 CM2242'FORKS, TAKE LEFT FORK AND GO 0.65 MILE TO HOUSE ON RIGHT.  TURN
 CM2242'RIGHT AND GO UPHILL PAST THE BARN TO THE SUMMIT OF THE RIDGE AND
 CM2242'THE STATION.
 CM2242'
 CM2242'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION DIXON.
 CM2242'
 CM2242'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION IVEY.
 CM2242'
 CM2242'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION HAZEL.
 CM2242'
 CM2242'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION OPELIKA 1930.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BE3783 ***********************************************************************
 BE3783  DESIGNATION -  FLOALA
 BE3783  PID         -  BE3783
 BE3783  STATE/COUNTY-  AL/GENEVA
 BE3783  USGS QUAD   -  HOBBS CROSSROADS (1993)
 BE3783
 BE3783                         *CURRENT SURVEY CONTROL
 BE3783  ___________________________________________________________________
 BE3783* NAD 83(1992)-  30 59 37.03090(N)    085 54 01.21151(W)     ADJUSTED  
 BE3783* NAVD 88     -        57.     (meters)     187.     (feet)  SCALED    
 BE3783  ___________________________________________________________________
 BE3783  LAPLACE CORR-          -1.03  (seconds)                    DEFLEC99
 BE3783  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BE3783
 BE3783  HORZ ORDER  -  FIRST
 BE3783
 BE3783.The horizontal coordinates were established by classical geodetic methods
 BE3783.and adjusted by the National Geodetic Survey in December 1992..
 BE3783
 BE3783.The orthometric height was scaled from a topographic map.
 BE3783
 BE3783.The Laplace correction was computed from DEFLEC99 derived deflections.
 BE3783
 BE3783.The geoid height was determined by GEOID03.
 BE3783
 BE3783;                    North         East     Units Scale Factor Converg.
 BE3783;SPC AL E     -    54,724.948   193,600.738   MT  0.99996050   -0 02 04.2
 BE3783;SPC FL N     -   221,819.640   466,249.367   MT  1.00005222   -0 42 13.3
 BE3783;SPC FL N     -   727,753.27  1,529,686.46   sFT  1.00005222   -0 42 13.3
 BE3783;UTM  16      - 3,429,413.695   604,990.579   MT  0.99973597   +0 33 58.7
 BE3783
 BE3783!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BE3783!SPC AL E     -   0.99999536  x   0.99996050  =   0.99995586
 BE3783!SPC FL N     -   0.99999536  x   1.00005222  =   1.00004758
 BE3783!UTM  16      -   0.99999536  x   0.99973597  =   0.99973133
 BE3783
 BE3783:                Primary Azimuth Mark                     Grid Az
 BE3783:SPC AL E     -  FLOALA AZ MK                             016 27 19.5
 BE3783:SPC FL N     -  FLOALA AZ MK                             017 07 28.6
 BE3783:UTM  16      -  FLOALA AZ MK                             015 51 16.6
 BE3783
 BE3783|---------------------------------------------------------------------|
 BE3783| PID    Reference Object                     Distance      Geod. Az  |
 BE3783|                                                           dddmmss.s |
 BE3783| CW3058 FLOALA AZ MK                                       0162515.3 |
 BE3783| BT2144 GENEVA COTTON MILLS TALL STACK      APPROX. 5.1 KM 0200458.5 |
 BE3783| BT2145 GENEVA COTTON MILLS SILVER TK       APPROX. 5.1 KM 0211218.7 |
 BE3783| BT2139 GENEVA COUNTY CTHSE CUPOLA          APPROX. 5.6 KM 0383457.8 |
 BE3783| CW3059 FLOALA RM 1                          27.243 METERS 03925     |
 BE3783| BT2140 GENEVA MUNICIPAL TANK               APPROX. 5.5 KM 0401237.5 |
 BE3783| CW3060 FLOALA RM 2                          24.466 METERS 13508     |
 BE3783|---------------------------------------------------------------------|
 BE3783
 BE3783                          SUPERSEDED SURVEY CONTROL
 BE3783
 BE3783  NAD 83(1992)-  30 59 37.03428(N)    085 54 01.21303(W) AD(       ) 1
 BE3783  NAD 83(1986)-  30 59 37.03921(N)    085 54 01.21277(W) AD(       ) 1
 BE3783  NAD 27      -  30 59 36.38800(N)    085 54 01.44200(W) AD(       ) 1
 BE3783
 BE3783.Superseded values are not recommended for survey control.
 BE3783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BE3783.See file dsdata.txt to determine how the superseded data were derived.
 BE3783
 BE3783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV0499129414(NAD 83)
 BE3783_MARKER: DS = TRIANGULATION STATION DISK
 BE3783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BE3783
 BE3783  HISTORY     - Date     Condition        Report By
 BE3783  HISTORY     - 1938     MONUMENTED       CGS
 BE3783
 BE3783                          STATION DESCRIPTION
 BE3783
 BE3783'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BE3783'THIS STATION IS LOCATED ON THE FLORIDA-ALABAMA STATE LINE, ON
 BE3783'PROPERTY OWNED BY MR. SIDNEY F. LATTIMER OF GENEVA, ALABAMA.  IT
 BE3783'LIES IN AN EAST AND WEST FENCE ROW, 65 FT. WEST OF CENTERLINE
 BE3783'OF ROAD, AND 35 FT. WEST OF A FENCE CORNER.  IT IS 34 PACES
 BE3783'SOUTH OF A SMALL FRAME CABIN, AND PROJECTS 4 INCHES ABOVE GROUND.
 BE3783'
 BE3783'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BE3783'TABLETS SET IN CONCRETE.
 BE3783'
 BE3783'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, 15 FT. EAST
 BE3783'OF CENTERLINE OF ROAD, AND 1 FT. SOUTH OF AN EAST AND WEST
 BE3783'WIRE FENCE.  MARK PROJECTS 4 INCHES ABOVE GROUND.
 BE3783'
 BE3783'REFERENCE MARK NO. 2 IS SOUTHEAST OF THE STATION, IN A NORTH
 BE3783'AND SOUTH FENCE ROW, 21 PACES SOUTH OF AN EAST AND WEST
 BE3783'FENCE.  MARK PROJECTS 10 INCHES ABOVE GROUND.
 BE3783'
 BE3783'AZIMUTH MARK IS NORTH-NORTHEAST OF THE STATION, 30 FT. WEST OF
 BE3783'CENTERLINE OF ROAD, AND 2 FT. EAST OF A WIRE FENCE.  IT IS 18
 BE3783'FT. WEST-NORTHWEST OF A 24-INCH OAK TREE, AND PROJECTS 4 INCHES
 BE3783'ABOVE GROUND.
 BE3783'
 BE3783'TO REACH FROM GENEVA, ALABAMA, GO SOUTH FROM THE RAILROAD
 BE3783'STATION FOR 1.0 MILE TO THE RIVER BRIDGE.  CONTINUE ON MAIN
 BE3783'RIGHT HAND ROAD FOR 0.7 MILE TO A T ROAD LEFT.  TURN LEFT AND
 BE3783'GO 2.0 MILES TO THREE LARGE OAK TREES AND HOUSE ON LEFT, BARN
 BE3783'ON RIGHT.  THIS IS THE HOME OF MR. MARVIN SIGLER.  CONTINUE
 BE3783'SOUTH FOR ABOUT 100 YARDS TO SMALL FRAME CABIN ON RIGHT, AND
 BE3783'STATION IN EAST AND WEST FENCE ROW.
 BE3783'
 BE3783'HEIGHT OF LIGHT ABOVE STATION MARK 87 FT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG3740 ***********************************************************************
 BG3740  DESIGNATION -  FLOMATON
 BG3740  PID         -  BG3740
 BG3740  STATE/COUNTY-  AL/ESCAMBIA
 BG3740  USGS QUAD   -  CENTURY (1978)
 BG3740
 BG3740                         *CURRENT SURVEY CONTROL
 BG3740  ___________________________________________________________________
 BG3740* NAD 83(1992)-  30 59 55.76924(N)    087 17 35.12111(W)     ADJUSTED  
 BG3740* NAVD 88     -        77.37   (+/-2cm)     253.8    (feet)  VERTCON   
 BG3740  ___________________________________________________________________
 BG3740  LAPLACE CORR-           1.41  (seconds)                    DEFLEC99
 BG3740  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BG3740
 BG3740  HORZ ORDER  -  FIRST
 BG3740  VERT ORDER  -  THIRD ? (See Below)
 BG3740
 BG3740.The horizontal coordinates were established by classical geodetic methods
 BG3740.and adjusted by the National Geodetic Survey in December 1992..
 BG3740
 BG3740.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG3740.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG3740.The vertical order pertains to the NGVD 29 superseded value.
 BG3740
 BG3740.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3740
 BG3740.The geoid height was determined by GEOID03.
 BG3740
 BG3740;                    North         East     Units Scale Factor Converg.
 BG3740;SPC AL W     -   110,741.624   619,759.809   MT  0.99993815   +0 06 23.6
 BG3740;SPC FL N     -   224,842.805   333,257.206   MT  1.00005353   -1 24 13.0
 BG3740;SPC FL N     -   737,671.77  1,093,361.35   sFT  1.00005353   -1 24 13.0
 BG3740;UTM  16      - 3,429,508.549   472,019.528   MT  0.99960966   -0 09 03.4
 BG3740
 BG3740!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3740!SPC AL W     -   0.99999223  x   0.99993815  =   0.99993038
 BG3740!SPC FL N     -   0.99999223  x   1.00005353  =   1.00004576
 BG3740!UTM  16      -   0.99999223  x   0.99960966  =   0.99960189
 BG3740
 BG3740:                Primary Azimuth Mark                     Grid Az
 BG3740:SPC AL W     -  FLOMATON MUNICIPAL TANK                  079 30 59.1
 BG3740:SPC FL N     -  FLOMATON MUNICIPAL TANK                  081 01 35.7
 BG3740:UTM  16      -  FLOMATON MUNICIPAL TANK                  079 46 26.1
 BG3740
 BG3740|---------------------------------------------------------------------|
 BG3740| PID    Reference Object                     Distance      Geod. Az  |
 BG3740|                                                           dddmmss.s |
 BG3740| BU1936 FLOMATON MUNICIPAL TANK             APPROX. 2.9 KM 0793722.7 |
 BG3740| DD8783 FLOMATON AZ MK                                     0930936.1 |
 BG3740| BG3695 JAY                                 APPROX.13.6 KM 0963723.4 |
 BG3740| BG3742 CENTURY A SULLIVAN CO LOW TK        APPROX. 4.6 KM 1382802.7 |
 BG3740| BG3741 CENTURY A SULLIVAN CO TALL TK       APPROX. 4.6 KM 1384604.2 |
 BG3740| DD8784 FLOMATON RM 1                       105.125 METERS 18104     |
 BG3740| DD8786 FLOMATON RM 3                        50.325 METERS 24928     |
 BG3740| DD8785 FLOMATON RM 2                        28.242 METERS 26828     |
 BG3740|---------------------------------------------------------------------|
 BG3740
 BG3740                          SUPERSEDED SURVEY CONTROL
 BG3740
 BG3740  NAD 83(1992)-  30 59 55.77603(N)    087 17 35.12017(W) AD(       ) 1
 BG3740  NAD 83(1986)-  30 59 55.77431(N)    087 17 35.12207(W) AD(       ) 1
 BG3740  NAD 83(1986)-  30 59 55.78790(N)    087 17 35.12503(W) AD(       ) 1
 BG3740  NAD 27      -  30 59 55.13200(N)    087 17 35.21800(W) AD(       ) 1
 BG3740  NGVD 29 (07/19/86)   77.36   (m)          253.8    (f) LEVELING    3  
 BG3740
 BG3740.Superseded values are not recommended for survey control.
 BG3740.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3740.See file dsdata.txt to determine how the superseded data were derived.
 BG3740
 BG3740_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7202029509(NAD 83)
 BG3740_MARKER: DH = HORIZONTAL CONTROL DISK
 BG3740_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG3740
 BG3740  HISTORY     - Date     Condition        Report By
 BG3740  HISTORY     - 1938     MONUMENTED       CGS
 BG3740  HISTORY     - 1944     GOOD             CGS
 BG3740  HISTORY     - 1969     GOOD             CGS
 BG3740  HISTORY     - 1970     GOOD             SHELL
 BG3740  HISTORY     - 1971     GOOD             NGS
 BG3740
 BG3740                          STATION DESCRIPTION
 BG3740
 BG3740'DESCRIBED BY COAST AND GEODETIC SURVEY 1938 (RAE)
 BG3740'STATION IS LOCATED 150 YARDS N OF A FENCELINE SAID TO BE ON THE
 BG3740'FLORIDA-ALABAMA STATE LINE, ON PROPERTY OWNED BY MR. FRED REYNOLDS
 BG3740'OF FLOMATON.  IT LIES IN THE FENCELINE 20 FEET S OF AN OLD GATE, 75
 BG3740'FEET SE OF A FARMHOUSE, AND PROJECTS ABOUT 4 INCHES.
 BG3740'
 BG3740'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE DISKS
 BG3740'SET IN CONCRETE.
 BG3740'
 BG3740'REFERENCE MARK 1 IS S OF THE STATION, 2 FEET W OF THE FENCELINE, AND
 BG3740'12 FEET N OF A FENCE CORNER.  IT IS 11 FEET S OF A WOODEN GATE AND
 BG3740'PROJECTS ABOUT 4 INCHES.
 BG3740'
 BG3740'REFERENCE MARK 2 IS W OF THE STATION, 5 FEET W OF A HORSE LOT, AT THE
 BG3740'SE CORNER OF A SMALL FOWL HOUSE.  MARK PROJECTS ABOUT 2 INCHES.
 BG3740'
 BG3740'AZIMUTH MARK IS E OF THE STATION, IN A FENCELINE, 45 FEET S OF ROAD
 BG3740'FORKS, AND PROJECTS ABOUT 4 INCHES.
 BG3740'
 BG3740'TO REACH STATION FROM FLOMATON, GO W ON A T-STREET OFF U.S. HIGHWAY
 BG3740'29, DIRECTLY W OF THE CITY WATER TANK, AND FOLLOW MAIN ROAD FOR 1.9
 BG3740'MILES TO A HOUSE AND H.J. ADAMS MAIL BOX ON THE LEFT.  TURN S
 BG3740'THROUGH GATE AND PROCEED ABOUT 40 YARDS TO THE STATION ON THE LEFT,
 BG3740'JUST BEYOND HOUSE.
 BG3740'
 BG3740'HEIGHT OF LIGHT ABOVE STATION MARK - 84 FEET.
 BG3740
 BG3740                          STATION RECOVERY (1944)
 BG3740
 BG3740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1944 (FN)
 BG3740'STATION WAS RECOVERED AS DESCRIBED IN 1938 AND ALL MARKS WERE FOUND
 BG3740'IN GOOD CONDITION.  A COMPLETE NEW DESCRIPTION FOLLOWS.
 BG3740'
 BG3740'STATION IS LOCATED ABOUT 2 MILES W OF THE VILLAGE OF FLOMATON, ON
 BG3740'LAND OWNED BY FRED REYNOLDS.  IT IS 73 FEET SE OF THE SE CORNER OF
 BG3740'THE REYNOLDS FARMHOUSE, 2 FEET W OF A N-S FENCELINE, AND 1.5
 BG3740'FEET W OF A WOODEN WITNESS POST.  IT IS STAMPED FLOMATON 1938 AND
 BG3740'PROJECTS ABOUT 3 INCHES.
 BG3740'
 BG3740'REFERENCE MARK 1 IS S OF THE STATION, 12 FEET N OF A FENCE
 BG3740'CORNERPOST, 11 FEET S OF A BOARD LANE GATE, AND 2 FEET W OF THE N-S
 BG3740'FENCELINE.  IT IS STAMPED FLOMATON NO 1 1938 AND PROJECTS ABOUT 3
 BG3740'INCHES.
 BG3740'
 BG3740'REFERENCE MARK 2 IS W OF THE STATION, 5 FEET W OF A HORSE LOT, AND
 BG3740'NEAR THE SE CORNER OF A CHICKEN HOUSE.  IT IS STAMPED FLOMATON NO 2
 BG3740'1938 AND PROJECTS ABOUT 2 INCHES.
 BG3740'
 BG3740'AZIMUTH MARK IS E OF THE STATION, 40 FEET S OF THE INTERSECTION OF A
 BG3740'Y-FORK IN THE ROAD, 2 FEET S OF A WOODEN WITNESS POST, 1 FOOT S OF
 BG3740'THE FENCELINE, AND NEAR THE NE CORNER OF A CULTIVATED FIELD.  IT IS
 BG3740'STAMPED FLOMATON 1938 AND PROJECTS ABOUT 2 INCHES.
 BG3740'
 BG3740'TO REACH THE STATION FROM THE FLOMATON MUNICIPAL WATER TANK WHICH IS
 BG3740'JUST E OF U.S. HIGHWAY 29 IN THE VILLAGE OF FLOMATON, GO W ON A
 BG3740'GRADED DIRT ROAD FOR 0.35 MILE TO A RAILROAD TRACK, CROSS TRACK AND
 BG3740'CONTINUE ON W FOR 0.1 MILE TO ANOTHER RAILROAD TRACK, CROSS TRACK
 BG3740'AND GO W FOR 1.2 MILES TO A Y-INTERSECTION AND AZIMUTH MARK.
 BG3740'CONTINUE ON W FOR 0.2 MILE TO THE FRED REYNOLDS FARMHOUSE ON THE LEFT
 BG3740'AND THE STATION.
 BG3740'
 BG3740'OBSERVATIONS WERE MADE FROM A 103-FOOT TOWER.
 BG3740
 BG3740                          STATION RECOVERY (1969)
 BG3740
 BG3740'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1969 (TEJ)
 BG3740'THE STATION WAS FOUND IN GOOD CONDITION, R.M. 1, R.M. 2, WAS NOT
 BG3740'SEARCHED FOR, AZIMUTH MARK HAS BEEN DISTURBED DUE TO CONSTRUCTION OF
 BG3740'A MICROWAVE TOWER AND CHAIN LINK FENCE ALSO THE ROAD THAT LEADS TO
 BG3740'STATION HAS BEEN PAVED.
 BG3740
 BG3740                          STATION RECOVERY (1970)
 BG3740
 BG3740'RECOVERY NOTE BY SHELL OIL COMPANY 1970 (WFP)
 BG3740'FLOMATON 1938-GOOD CONDITION.
 BG3740'
 BG3740'RM NO 1-UNABLE TO LOCATE.
 BG3740'
 BG3740'RM NO 2-MONUMENT PUSHED OVER.
 BG3740'
 BG3740'AZIMUTH MARK-MONUMENT PUSHED OVER BY GRADING.
 BG3740'
 BG3740'R.M. NO. 2 PUSHED OVER, AZIMUTH MARK PUSHED OVER BY GRADING FOR
 BG3740'MICROWAVE TOWER.
 BG3740
 BG3740                          STATION RECOVERY (1971)
 BG3740
 BG3740'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (LFS)
 BG3740'THE STATION WAS VISITED 1-13-71 AND THE STATION AND REFERENCE MARK
 BG3740'NO. 1 WERE FOUND IN GOOD CONDITION.  THE AZIMUTH MARK WAS FOUND
 BG3740'DESTROYED AND THE DISK RECLAIMED AT THIS DATE.  REFERENCE MARK NO. 2
 BG3740'WAS FOUND DISTURBED IN A GARDEN PLOT.  THE DISK IN THIS MONUMENT
 BG3740'WAS STAMPED NO. 3 AND USED AS REFERENCE MARK NO. 3 ESTABLISHED JUST
 BG3740'WEST OF THE GARDEN.  A NEW DESCRIPTION FOLLOWS.
 BG3740'
 BG3740'THE STATION IS LOCATED WEST SOUTHWEST OF FLOMATON ON THE TOP OF A
 BG3740'RIDGE, ABOUT 0.2 MILE WEST OF A MICRO WAVE TOWER.  IT IS IN THE BACK
 BG3740'YARD OF A SMALL GREEN COLORED HOUSE OWNED BY SUE DYESS.  IT IS 142
 BG3740'FEET SOUTH OF THE CENTER OF A BLACK TOP ROAD, 73 FEET SOUTHEAST OF
 BG3740'THE SOUTHEAST CORNER OF THE DYESS HOUSE, 1 FOOT WEST OF A FENCE LINE,
 BG3740'57 FEET EAST OF THE PROJECTED PLANE OF THE EAST WALL OF THE HOUSE,
 BG3740'43 FEET EAST-SOUTHEAST OF A 2-FOOT OAK TREE AND 1 FOOT NORTH OF A
 BG3740'METAL WITNESS POST.  IT IS A TRIANGULATION STATION DISK, STAMPED
 BG3740'FLOMATON 1938, FLUSH WITH THE GROUND.
 BG3740'
 BG3740'REFERENCE MARK NO. 1 IS 344.78 FEET SOUTH OF THE STATION.  IT IS 486
 BG3740'FEET SOUTH OF THE CENTER OF THE BLACKTOP ROAD AND ALONG THE FENCE
 BG3740'LINE FROM THE ROAD, AT A FENCE CORNER, 0.5 FEET SOUTH OF A FENCE
 BG3740'LINE, 1.5 FEET WEST OF A T FENCE CORNER, AND 1 FOOT SOUTH OF A METAL
 BG3740'WITNESS POST.  IT IS A REFERENCE MARK DISK, STAMPED FLOMATON NO 1
 BG3740'1938, 1 INCH BELOW THE SURFACE OF THE GROUND.
 BG3740'
 BG3740'REFERENCE MARK NO. 3 IS 165.11 FEET WEST-SOUTHWEST OF THE STATION,
 BG3740'156 FEET WEST OF A FENCE LINE, 146 FEET SOUTHWEST OF THE SOUTHWEST
 BG3740'CORNER OF THE DYESS HOUSE, 3.5 FEET SOUTH OF A PINE TREE, 1 FOOT
 BG3740'NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE MARK DISK STAMPED
 BG3740'FLOMATON 1938 NO 3 1971, PROJECTING 6 INCHES.
 BG3740'
 BG3740'TO REACH THE STATION FROM THE MUNICIPAL WATER TANK IN FLOMATON, GO
 BG3740'WEST FOR 1.7 MILE TO THE TOP OF THE HILL AND THE MICRO WAVE STATION
 BG3740'ON THE LEFT.  CONTINUE WEST FOR 0.2 MILE TO THE STATION ON THE LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1936 ***********************************************************************
 BU1936  DESIGNATION -  FLOMATON MUNICIPAL TANK
 BU1936  PID         -  BU1936
 BU1936  STATE/COUNTY-  AL/ESCAMBIA
 BU1936  USGS QUAD   -  FLOMATON (1986)
 BU1936
 BU1936                         *CURRENT SURVEY CONTROL
 BU1936  ___________________________________________________________________
 BU1936* NAD 83(1992)-  31 00 12.93366(N)    087 15 46.22254(W)     ADJUSTED  
 BU1936* NAVD 88     -                                                        
 BU1936  ___________________________________________________________________
 BU1936  LAPLACE CORR-           1.45  (seconds)                    DEFLEC99
 BU1936  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU1936
 BU1936  HORZ ORDER  -  THIRD
 BU1936
 BU1936.The horizontal coordinates were established by classical geodetic methods
 BU1936.and adjusted by the National Geodetic Survey in December 1992..
 BU1936
 BU1936
 BU1936.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1936
 BU1936.The geoid height was determined by GEOID03.
 BU1936
 BU1936;                    North         East     Units Scale Factor Converg.
 BU1936;SPC AL W     -   111,275.971   622,647.501   MT  0.99993966   +0 07 19.8
 BU1936;SPC FL N     -   225,300.906   336,158.314   MT  1.00005474   -1 23 18.2
 BU1936;SPC FL N     -   739,174.72  1,102,879.40   sFT  1.00005474   -1 23 18.2
 BU1936;UTM  16      - 3,430,029.738   474,908.638   MT  0.99960777   -0 08 07.4
 BU1936
 BU1936                          SUPERSEDED SURVEY CONTROL
 BU1936
 BU1936  NAD 83(1992)-  31 00 12.94028(N)    087 15 46.22285(W) AD(       ) 4
 BU1936  NAD 83(1986)-  31 00 12.93978(N)    087 15 46.22070(W) AD(       ) 4
 BU1936  NAD 83(1986)-  31 00 12.95206(N)    087 15 46.22691(W) AD(       ) 4
 BU1936  NAD 27      -  31 00 12.30000(N)    087 15 46.32000(W) AD(       ) 3
 BU1936
 BU1936.Superseded values are not recommended for survey control.
 BU1936.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1936.See file dsdata.txt to determine how the superseded data were derived.
 BU1936
 BU1936_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV7490930030(NAD 83)
 BU1936_MARKER: 51 = TANK
 BU1936
 BU1936  HISTORY     - Date     Condition        Report By
 BU1936  HISTORY     - 1938     FIRST OBSERVED   CGS
 BU1936
 BU1936                          STATION DESCRIPTION
 BU1936
 BU1936'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0232 ***********************************************************************
 BU0232  DESIGNATION -  FLORALA
 BU0232  PID         -  BU0232
 BU0232  STATE/COUNTY-  AL/COVINGTON
 BU0232  USGS QUAD   -  FLORALA (1984)
 BU0232
 BU0232                         *CURRENT SURVEY CONTROL
 BU0232  ___________________________________________________________________
 BU0232* NAD 83(1986)-  31 00 19.     (N)    086 19 41.     (W)     SCALED    
 BU0232* NAVD 88     -        80.779  (meters)     265.02   (feet)  ADJUSTED  
 BU0232  ___________________________________________________________________
 BU0232  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BU0232  DYNAMIC HT  -          80.678 (meters)     264.69  (feet)  COMP
 BU0232  MODELED GRAV-     979,383.5   (mgal)                       NAVD 88
 BU0232  OBS GRAVITY -     979,382.6   (mgal)                       GRAV_OBS
 BU0232
 BU0232  VERT ORDER  -  FIRST     CLASS II
 BU0232
 BU0232.The horizontal coordinates were scaled from a topographic map and have
 BU0232.an estimated accuracy of +/- 6 seconds.
 BU0232
 BU0232.The orthometric height was determined by differential leveling
 BU0232.and adjusted by the National Geodetic Survey in June 1991..
 BU0232
 BU0232.The geoid height was determined by GEOID03.
 BU0232
 BU0232.The dynamic height is computed by dividing the NAVD 88
 BU0232.geopotential number by the normal gravity value computed on the
 BU0232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0232.degrees latitude (g = 980.6199 gals.).
 BU0232
 BU0232.The modeled gravity was interpolated from observed gravity values.
 BU0232.The observed gravity was obtained from relative gravimeter ties
 BU0232.to the IGSN71 gravity network.
 BU0232
 BU0232;                    North         East    Units  Estimated Accuracy
 BU0232;SPC AL E     -    56,120.      152,760.      MT  (+/- 180 meters Scaled)
 BU0232
 BU0232                          SUPERSEDED SURVEY CONTROL
 BU0232
 BU0232  NGVD 29 (??/??/92)   80.82   (m)          265.2    (f) COMPUTED    1 2
 BU0232
 BU0232.Superseded values are not recommended for survey control.
 BU0232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0232.See file dsdata.txt to determine how the superseded data were derived.
 BU0232
 BU0232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV641303(NAD 83)
 BU0232_MARKER: DB = BENCH MARK DISK
 BU0232_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0232_SP_SET: BUILDING
 BU0232_STAMPING: FLORALA 1933
 BU0232_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0232
 BU0232  HISTORY     - Date     Condition        Report By
 BU0232  HISTORY     - 1933     MONUMENTED       CGS
 BU0232  HISTORY     - 1934     GOOD             NGS
 BU0232
 BU0232                          STATION DESCRIPTION
 BU0232
 BU0232'DESCRIBED BY NATIONAL GEODETIC SURVEY 1934
 BU0232'IN FLORALA.
 BU0232'IN NORTH WALL OF THE BANK OF FLORALA BUILDING, LOCATED AT THE CORNER
 BU0232'OF FIFTH AND SOUTH FOURTH STREETS, 5 FEET NORTHWEST OF MAIN ENTRANCE
 BU0232'DOOR, SET VERTICALLY 1 FOOT ABOVE CONCRETE SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1842 ***********************************************************************
 BU1842  DESIGNATION -  FLORALA MUNICIPAL TANK
 BU1842  PID         -  BU1842
 BU1842  STATE/COUNTY-  AL/COVINGTON
 BU1842  USGS QUAD   -  FLORALA (1984)
 BU1842
 BU1842                         *CURRENT SURVEY CONTROL
 BU1842  ___________________________________________________________________
 BU1842* NAD 83(1992)-  31 00 15.26723(N)    086 19 28.02360(W)     ADJUSTED  
 BU1842* NAVD 88     -                                                        
 BU1842  ___________________________________________________________________
 BU1842  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 BU1842  GEOID HEIGHT-         -27.08  (meters)                     GEOID03
 BU1842
 BU1842  HORZ ORDER  -  THIRD
 BU1842
 BU1842.The horizontal coordinates were established by classical geodetic methods
 BU1842.and adjusted by the National Geodetic Survey in December 1992..
 BU1842
 BU1842
 BU1842.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1842
 BU1842.The geoid height was determined by GEOID03.
 BU1842
 BU1842;                    North         East     Units Scale Factor Converg.
 BU1842;SPC AL E     -    56,004.080   153,099.850   MT  0.99998712   -0 15 10.7
 BU1842;SPC FL N     -   223,569.980   425,762.733   MT  1.00005491   -0 55 00.6
 BU1842;SPC FL N     -   733,495.84  1,396,856.57   sFT  1.00005491   -0 55 00.6
 BU1842;UTM  16      - 3,430,267.772   564,489.854   MT  0.99965130   +0 20 52.8
 BU1842
 BU1842                          SUPERSEDED SURVEY CONTROL
 BU1842
 BU1842  NAD 83(1992)-  31 00 15.27241(N)    086 19 28.02208(W) AD(       ) 4
 BU1842  NAD 83(1986)-  31 00 15.28274(N)    086 19 28.02429(W) AD(       ) 4
 BU1842  NAD 27      -  31 00 14.63400(N)    086 19 28.21800(W) AD(       ) 3
 BU1842
 BU1842.Superseded values are not recommended for survey control.
 BU1842.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1842.See file dsdata.txt to determine how the superseded data were derived.
 BU1842
 BU1842_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV6449030268(NAD 83)
 BU1842_MARKER: 53 = ELEVATED TANK
 BU1842
 BU1842  HISTORY     - Date     Condition        Report By
 BU1842  HISTORY     - 1938     FIRST OBSERVED   CGS
 BU1842  HISTORY     - 1959     SEE DESCRIPTION  USFS
 BU1842
 BU1842                          STATION DESCRIPTION
 BU1842
 BU1842'DESCRIBED BY US FOREST SERVICE 1959
 BU1842'A NEW HIGHER TOWER HAS BEEN CONSTRUCTED ABOUT 50 FEET SOUTH OF THE
 BU1842'OLD TANK, WHICH HAS NOT BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0233 ***********************************************************************
 BU0233  DESIGNATION -  FLORALA RESET
 BU0233  PID         -  BU0233
 BU0233  STATE/COUNTY-  AL/COVINGTON
 BU0233  USGS QUAD   -  FLORALA (1984)
 BU0233
 BU0233                         *CURRENT SURVEY CONTROL
 BU0233  ___________________________________________________________________
 BU0233* NAD 83(1986)-  31 00 19.     (N)    086 19 41.     (W)     SCALED    
 BU0233* NAVD 88     -        80.777  (meters)     265.02   (feet)  ADJUSTED  
 BU0233  ___________________________________________________________________
 BU0233  GEOID HEIGHT-         -27.07  (meters)                     GEOID03
 BU0233  DYNAMIC HT  -          80.676 (meters)     264.68  (feet)  COMP
 BU0233  MODELED GRAV-     979,383.5   (mgal)                       NAVD 88
 BU0233
 BU0233  VERT ORDER  -  FIRST     CLASS I
 BU0233
 BU0233.The horizontal coordinates were scaled from a topographic map and have
 BU0233.an estimated accuracy of +/- 6 seconds.
 BU0233
 BU0233.The orthometric height was determined by differential leveling
 BU0233.and adjusted by the National Geodetic Survey in June 1991..
 BU0233
 BU0233.The geoid height was determined by GEOID03.
 BU0233
 BU0233.The dynamic height is computed by dividing the NAVD 88
 BU0233.geopotential number by the normal gravity value computed on the
 BU0233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0233.degrees latitude (g = 980.6199 gals.).
 BU0233
 BU0233.The modeled gravity was interpolated from observed gravity values.
 BU0233
 BU0233;                    North         East    Units  Estimated Accuracy
 BU0233;SPC AL E     -    56,120.      152,760.      MT  (+/- 180 meters Scaled)
 BU0233
 BU0233                          SUPERSEDED SURVEY CONTROL
 BU0233
 BU0233  NGVD 29 (??/??/92)   80.816  (m)          265.14   (f) ADJ UNCH    1 1
 BU0233
 BU0233.Superseded values are not recommended for survey control.
 BU0233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0233.See file dsdata.txt to determine how the superseded data were derived.
 BU0233
 BU0233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV641303(NAD 83)
 BU0233_MARKER: DB = BENCH MARK DISK
 BU0233_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BU0233_SP_SET: BUILDING
 BU0233_STAMPING: FLORALA RESET 1954
 BU0233_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BU0233
 BU0233  HISTORY     - Date     Condition        Report By
 BU0233  HISTORY     - 1954     MONUMENTED       CGS
 BU0233  HISTORY     - 1968     GOOD             NGS
 BU0233
 BU0233                          STATION DESCRIPTION
 BU0233
 BU0233'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0233'IN FLORALA.
 BU0233'AT FLORALA, AT THE WEST CORNER OF THE INTERSECTION OF FIFTH AVENUE
 BU0233'EAST AND FOURTH STREET NORTH, SET VERTICALLY IN THE NORTHEAST FACE OF
 BU0233'THE EAST CORNER OF THE BANK OF FLORALA, 24 FEET SOUTHWEST OF THE
 BU0233'SOUTHWEST CURB OF THE AVENUE, 21 FEET NORTHWEST OF THE NORTHWEST CURB
 BU0233'OF THE STREET, 10.4 FEET NORTHWEST OF THE EAST CORNER OF THE BANK
 BU0233'BUILDING (BRICK), 1.2 FEET ABOVE THE LEVEL OF THE SIDEWALK AND ABOUT 2
 BU0233'FEET ABOVE THE LEVEL OF THE AVENUE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1393 ***********************************************************************
 EF1393  DESIGNATION -  FLORENCE
 EF1393  PID         -  EF1393
 EF1393  STATE/COUNTY-  AL/LAUDERDALE
 EF1393  USGS QUAD   -  FLORENCE (1971)
 EF1393
 EF1393                         *CURRENT SURVEY CONTROL
 EF1393  ___________________________________________________________________
 EF1393* NAD 83(1986)-  34 49 29.     (N)    087 41 26.     (W)     SCALED    
 EF1393* NAVD 88     -       190.073  (meters)     623.60   (feet)  ADJUSTED  
 EF1393  ___________________________________________________________________
 EF1393  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EF1393  DYNAMIC HT  -         189.892 (meters)     623.00  (feet)  COMP
 EF1393  MODELED GRAV-     979,673.5   (mgal)                       NAVD 88
 EF1393
 EF1393  VERT ORDER  -  FIRST     CLASS II
 EF1393
 EF1393.The horizontal coordinates were scaled from a topographic map and have
 EF1393.an estimated accuracy of +/- 6 seconds.
 EF1393
 EF1393.The orthometric height was determined by differential leveling
 EF1393.and adjusted by the National Geodetic Survey in June 1991..
 EF1393
 EF1393.The geoid height was determined by GEOID03.
 EF1393
 EF1393.The dynamic height is computed by dividing the NAVD 88
 EF1393.geopotential number by the normal gravity value computed on the
 EF1393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1393.degrees latitude (g = 980.6199 gals.).
 EF1393
 EF1393.The modeled gravity was interpolated from observed gravity values.
 EF1393
 EF1393;                    North         East    Units  Estimated Accuracy
 EF1393;SPC AL W     -   535,020.      582,570.      MT  (+/- 180 meters Scaled)
 EF1393
 EF1393                          SUPERSEDED SURVEY CONTROL
 EF1393
 EF1393.No superseded survey control is available for this station.
 EF1393
 EF1393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD368538(NAD 83)
 EF1393_MARKER: DS = TRIANGULATION STATION DISK
 EF1393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1393_SP_SET: CONCRETE POST
 EF1393_STAMPING: FLORENCE 1934
 EF1393_MARK LOGO: CGS   
 EF1393_PROJECTION: PROJECTING 23 CENTIMETERS
 EF1393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1393+STABILITY: SURFACE MOTION
 EF1393
 EF1393  HISTORY     - Date     Condition        Report By
 EF1393  HISTORY     - 1934     MONUMENTED       CGS
 EF1393  HISTORY     - 1983     GOOD             NGS
 EF1393
 EF1393                          STATION DESCRIPTION
 EF1393
 EF1393'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1393'IN NORTH FLORENCE.
 EF1393'IN NORTH FLORENCE, AT THE SITE OF THE CITY WATER TANK, NEAR THE
 EF1393'JUNCTION OF SEYMORE STREET AND SHERROD AVENUE, 13.6 METERS (44.6 FT)
 EF1393'SOUTH OF THE CENTER OF THE SOUTH ENTRANCE DOOR TO THE OLD STONE WATER
 EF1393'TANK, 8.6 METERS (28.3 FT) EAST OF A POWERLINE POLE WITH GUY WIRE,
 EF1393'12.0 METERS (39.2 FT) EAST OF THE SOUTHEAST CORNER OF A METAL PUMP
 EF1393'HOUSE FOR THE NEW WATER TANK, AND 26.1 METERS (85.5 FT) EAST-NORTHEAST
 EF1393'OF RM 1.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1591 ***********************************************************************
 EF1591  DESIGNATION -  FLORENCE
 EF1591  PID         -  EF1591
 EF1591  STATE/COUNTY-  AL/LAUDERDALE
 EF1591  USGS QUAD   -  FLORENCE (1971)
 EF1591
 EF1591                         *CURRENT SURVEY CONTROL
 EF1591  ___________________________________________________________________
 EF1591* NAD 83(1992)-  34 49 29.11997(N)    087 41 26.13748(W)     ADJUSTED  
 EF1591* NAVD 88     -       190.     (meters)     623.     (feet)  SCALED    
 EF1591  ___________________________________________________________________
 EF1591  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 EF1591  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EF1591
 EF1591  HORZ ORDER  -  SECOND
 EF1591
 EF1591.The horizontal coordinates were established by classical geodetic methods
 EF1591.and adjusted by the National Geodetic Survey in December 1992..
 EF1591
 EF1591.The orthometric height was scaled from a topographic map.
 EF1591
 EF1591.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1591
 EF1591.The geoid height was determined by GEOID03.
 EF1591
 EF1591;                    North         East     Units Scale Factor Converg.
 EF1591;SPC AL W     -   535,018.955   582,565.184   MT  0.99993708   -0 06 31.8
 EF1591;UTM  16      - 3,853,826.752   436,847.583   MT  0.99964915   -0 23 39.8
 EF1591
 EF1591!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1591!SPC AL W     -   0.99997445  x   0.99993708  =   0.99991153
 EF1591!UTM  16      -   0.99997445  x   0.99964915  =   0.99962361
 EF1591
 EF1591:                Primary Azimuth Mark                     Grid Az
 EF1591:SPC AL W     -  SHEFFIELD BLACK TANK                     176 40 46.3
 EF1591:UTM  16      -  SHEFFIELD BLACK TANK                     176 57 54.3
 EF1591
 EF1591|---------------------------------------------------------------------|
 EF1591| PID    Reference Object                     Distance      Geod. Az  |
 EF1591|                                                           dddmmss.s |
 EF1591| EF1592 SHEFFIELD BLACK TANK                APPROX. 5.8 KM 1763414.5 |
 EF1591| EF1594 HENDERSON                           APPROX.15.3 KM 1873137.8 |
 EF1591| EF1394 FLORENCE RM 1                        26.057 METERS 24257     |
 EF1591| CG5800 FLORENCE RM 2                        32.601 METERS 31244     |
 EF1591|---------------------------------------------------------------------|
 EF1591
 EF1591                          SUPERSEDED SURVEY CONTROL
 EF1591
 EF1591  NAD 83(1986)-  34 49 29.12802(N)    087 41 26.14090(W) AD(       ) 2
 EF1591  NAD 27      -  34 49 28.81800(N)    087 41 26.03500(W) AD(       ) 2
 EF1591
 EF1591.Superseded values are not recommended for survey control.
 EF1591.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1591.See file dsdata.txt to determine how the superseded data were derived.
 EF1591
 EF1591_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3684853827(NAD 83)
 EF1591_MARKER: DS = TRIANGULATION STATION DISK
 EF1591_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1591_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EF1591
 EF1591  HISTORY     - Date     Condition        Report By
 EF1591  HISTORY     - 1934     MONUMENTED       CGS
 EF1591  HISTORY     - 1950     GOOD             TVA
 EF1591  HISTORY     - 1972     GOOD             LOCSUR
 EF1591
 EF1591                          STATION DESCRIPTION
 EF1591
 EF1591'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MAH)
 EF1591'STATION IS ON CITY PROPERTY AT FLORENCE CITY WATER TANK 2 MILES
 EF1591'NORTH-NORTHEAST OF THE CENTER OF TOWN, 44.18 FEET SOUTH-SOUTHWEST OF
 EF1591'FOUNDATION OF WATER TANK AT DOOR OF SAME, 40 FEET SOUTHWEST
 EF1591'OF 16 INCH WHITE OAK TREE.  REFERENCE MARK NO. 1 IS WEST-SOUTHWEST OF
 EF1591'STATION ALONG FENCE LINE OF CITY PROPERTY AND ON THE
 EF1591'SOUTH-SOUTHWEST SIDE OF TANK.  NOTE- DISTANCE BETWEEN REFERENCE
 EF1591'MARK NO. 1 AND REFERENCE MARK NO. 2 IS 111.45 FEET.  REFERENCE MARK
 EF1591'NO. 2 IS NORTHWEST OF STATION ON CITY PROPERTY AND WEST OF WATER
 EF1591'TANK.  AZIMUTH IS SOUTHWEST OF STATION, 40 YARDS EAST OF
 EF1591'CENTERLINE OF ROAD FROM CITY WATER TANK TO FLORENCE, 8 YARDS NORTH
 EF1591'OF 20 INCH OAK TREE.  A 77-FOOT TOWER WILL CLEAR ALL LINES.
 EF1591'
 EF1591'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD BRONZE
 EF1591'DISKS SET IN CONCRETE.
 EF1591'
 EF1591'HEIGHT OF SIGNAL ABOVE STATION MARK 27 METERS.
 EF1591
 EF1591                          STATION RECOVERY (1950)
 EF1591
 EF1591'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (DLS)
 EF1591'STATION WAS RECOVERED IN GOOD CONDITION.  THE DISK IS STAMPED
 EF1591'FLORENCE 1934.  IT IS LOCATED 2 MILES NNE OF THE CENTER OF FLORENCE.
 EF1591
 EF1591                          STATION RECOVERY (1972)
 EF1591
 EF1591'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1972 (T)
 EF1591'GOOD DESCRIPTION.
 EF1591'
 EF1591'THE MONUMENT IS PROJECTING ABOUT 1 FOOT ABOVE THE GROUND.
 EF1591'
 EF1591'CONDITION OF POINT WHEN FOUND GOOD.
 EF1591'
 EF1591'REF. MK. NO. 1 IS 12 FEET 561 DEG E OF THE FENCE AROUND THE TANKS.
 EF1591'
 EF1591'ALSO NOTE THAT THERE ARE 2 LEGS OF THE NEW WATERTANK AND A SMALL
 EF1591'BUILDING ON LINE BETWEEN REF. MK. NO. 1 AND THE STATION MK.
 EF1591'
 EF1591'REF. MK. NO. 1 IS PROJECTING ABOUT 0.8 FEET ABOVE THE GROUND.
 EF1591'
 EF1591'REF. MK. NO. 2 IS LOCATED IN THE FENCELINE AROUND THE TANKS.
 EF1591'
 EF1591'REF. MK. NO. 2 IS PROJECTING ABOUT 0.4 FEET ABOVE THE GROUND.
 EF1591'
 EF1591'AZ MK FOUND GOOD.
 EF1591'
 EF1591'CHANGE ADDRESS 1624 TO 1716 JACKSON ROAD.
 EF1591'
 EF1591'DELETE BOTH REFERENCE MKS. NO. 1 AND NO. 2.
 EF1591'
 EF1591'NEW REFS--(1) 16.47 FEET 530 DEG E OF A NAIL AND T.V.A. WASHER IN A
 EF1591'POWER POLE.
 EF1591'
 EF1591'(2) 18.97 FEET 520 DEG W OF A 9-INCH CEDAR TREE.
 EF1591'
 EF1591'(3) 35 FEET 545 DEG W OF THE CENTERLINE OF PRIVATE DRIVE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1394 ***********************************************************************
 EF1394  DESIGNATION -  FLORENCE RM 1
 EF1394  PID         -  EF1394
 EF1394  STATE/COUNTY-  AL/LAUDERDALE
 EF1394  USGS QUAD   -  FLORENCE (1971)
 EF1394
 EF1394                         *CURRENT SURVEY CONTROL
 EF1394  ___________________________________________________________________
 EF1394* NAD 83(1986)-  34 49 29.     (N)    087 41 24.     (W)     SCALED    
 EF1394* NAVD 88     -       189.560  (meters)     621.91   (feet)  ADJUSTED  
 EF1394  ___________________________________________________________________
 EF1394  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EF1394  DYNAMIC HT  -         189.379 (meters)     621.32  (feet)  COMP
 EF1394  MODELED GRAV-     979,673.5   (mgal)                       NAVD 88
 EF1394
 EF1394  VERT ORDER  -  FIRST     CLASS II
 EF1394
 EF1394.The horizontal coordinates were scaled from a topographic map and have
 EF1394.an estimated accuracy of +/- 6 seconds.
 EF1394
 EF1394.The orthometric height was determined by differential leveling
 EF1394.and adjusted by the National Geodetic Survey in June 1991..
 EF1394
 EF1394.The geoid height was determined by GEOID03.
 EF1394
 EF1394.The dynamic height is computed by dividing the NAVD 88
 EF1394.geopotential number by the normal gravity value computed on the
 EF1394.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1394.degrees latitude (g = 980.6199 gals.).
 EF1394
 EF1394.The modeled gravity was interpolated from observed gravity values.
 EF1394
 EF1394;                    North         East    Units  Estimated Accuracy
 EF1394;SPC AL W     -   535,020.      582,620.      MT  (+/- 180 meters Scaled)
 EF1394
 EF1394                          SUPERSEDED SURVEY CONTROL
 EF1394
 EF1394.No superseded survey control is available for this station.
 EF1394
 EF1394_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD369538(NAD 83)
 EF1394_MARKER: DR = REFERENCE MARK DISK
 EF1394_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1394_SP_SET: CONCRETE POST
 EF1394_STAMPING: FLORENCE NO 1 1934
 EF1394_MARK LOGO: CGS   
 EF1394_PROJECTION: PROJECTING 15 CENTIMETERS
 EF1394_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1394+STABILITY: SURFACE MOTION
 EF1394
 EF1394  HISTORY     - Date     Condition        Report By
 EF1394  HISTORY     - 1934     MONUMENTED       CGS
 EF1394  HISTORY     - 1983     GOOD             NGS
 EF1394
 EF1394                          STATION DESCRIPTION
 EF1394
 EF1394'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1394'IN NORTH FLORENCE.
 EF1394'IN NORTH FLORENCE, AT THE SITE OF THE CITY WATER TANK, NEAR THE
 EF1394'JUNCTION OF SEYMORE STREET AND SHERROD AVENUE, 3.5 METERS (11.6 FT)
 EF1394'NORTHEAST OF A SECURITY FENCE, 2.3 METERS (7.6 FT) SOUTHWEST OF THE
 EF1394'SOUTHWEST CORNER OF THE SOUTHERNMOST LEG FOUNDATION OF THE NEW WATER
 EF1394'TANK, 29.9 METERS (98.0 FT) NORTHWEST OF A SECURITY FENCE LINE,
 EF1394'12.3 METERS (40.2 FT) WEST-SOUTHWEST OF THE SOUTH CORNER OF A METAL
 EF1394'PUMP HOUSE OF THE NEW WATER TANK, AND 25.9 METERS (85.0 FT) WEST OF
 EF1394'STATION FLORENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1590 ***********************************************************************
 EF1590  DESIGNATION -  FLORENCE TANK
 EF1590  PID         -  EF1590
 EF1590  STATE/COUNTY-  AL/LAUDERDALE
 EF1590  USGS QUAD   -  FLORENCE (1971)
 EF1590
 EF1590                         *CURRENT SURVEY CONTROL
 EF1590  ___________________________________________________________________
 EF1590* NAD 83(1992)-  34 49 29.64285(N)    087 41 26.50092(W)     ADJUSTED  
 EF1590* NAVD 88     -                                                        
 EF1590  ___________________________________________________________________
 EF1590  LAPLACE CORR-           1.52  (seconds)                    DEFLEC99
 EF1590  GEOID HEIGHT-         -27.28  (meters)                     GEOID03
 EF1590
 EF1590  HORZ ORDER  -  THIRD
 EF1590
 EF1590.The horizontal coordinates were established by classical geodetic methods
 EF1590.and adjusted by the National Geodetic Survey in December 1992..
 EF1590
 EF1590
 EF1590.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1590
 EF1590.The geoid height was determined by GEOID03.
 EF1590
 EF1590;                    North         East     Units Scale Factor Converg.
 EF1590;SPC AL W     -   535,035.085   582,555.980   MT  0.99993708   -0 06 32.0
 EF1590;UTM  16      - 3,853,842.923   436,838.462   MT  0.99964917   -0 23 40.0
 EF1590
 EF1590                          SUPERSEDED SURVEY CONTROL
 EF1590
 EF1590  NAD 83(1986)-  34 49 29.65139(N)    087 41 26.50357(W) AD(       ) 4
 EF1590  NAD 27      -  34 49 29.44000(N)    087 41 26.30400(W) AD(       ) 3
 EF1590
 EF1590.Superseded values are not recommended for survey control.
 EF1590.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1590.See file dsdata.txt to determine how the superseded data were derived.
 EF1590
 EF1590_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD3683853843(NAD 83)
 EF1590_MARKER: 51 = TANK
 EF1590
 EF1590  HISTORY     - Date     Condition        Report By
 EF1590  HISTORY     - 1914     FIRST OBSERVED   CGS
 EF1590  HISTORY     - 1950     GOOD             TVA
 EF1590  HISTORY     - 1972     GOOD             LOCENG
 EF1590
 EF1590                          STATION DESCRIPTION
 EF1590
 EF1590'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EF1590'THE CITY WATER TANK IS IN GOOD CONDITION AND IN SAME PLACE.
 EF1590
 EF1590                          STATION RECOVERY (1972)
 EF1590
 EF1590'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1972 (FJT)
 EF1590'CONDITION OF POINT WHEN FOUND GOOD.
 EF1590'
 EF1590'THE STATION IS THE OLD FLORENCE CITY WATER COMPANY TANK.
 EF1590'
 EF1590'DISTANCE AND DIRECTION FROM NEAREST TOWN IN N. FLORENCE ALA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2082 ***********************************************************************
 BT2082  DESIGNATION -  FLOURNOY
 BT2082  PID         -  BT2082
 BT2082  STATE/COUNTY-  AL/BARBOUR
 BT2082  USGS QUAD   -  CLAYTON NORTH (1979)
 BT2082
 BT2082                         *CURRENT SURVEY CONTROL
 BT2082  ___________________________________________________________________
 BT2082* NAD 83(1992)-  31 56 21.11993(N)    085 25 52.40134(W)     ADJUSTED  
 BT2082* NAVD 88     -       212.     (meters)     696.     (feet)  SCALED    
 BT2082  ___________________________________________________________________
 BT2082  LAPLACE CORR-           0.45  (seconds)                    DEFLEC99
 BT2082  GEOID HEIGHT-         -26.29  (meters)                     GEOID03
 BT2082
 BT2082  HORZ ORDER  -  FIRST
 BT2082
 BT2082.The horizontal coordinates were established by classical geodetic methods
 BT2082.and adjusted by the National Geodetic Survey in September 1997..
 BT2082
 BT2082.The orthometric height was scaled from a topographic map.
 BT2082
 BT2082.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2082
 BT2082.The geoid height was determined by GEOID03.
 BT2082
 BT2082;                    North         East     Units Scale Factor Converg.
 BT2082;SPC AL E     -   159,633.011   238,020.377   MT  0.99997782   +0 12 45.8
 BT2082;UTM  16      - 3,534,770.603   648,285.330   MT  0.99987118   +0 49 48.2
 BT2082
 BT2082!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2082!SPC AL E     -   0.99997084  x   0.99997782  =   0.99994866
 BT2082!UTM  16      -   0.99997084  x   0.99987118  =   0.99984203
 BT2082
 BT2082|---------------------------------------------------------------------|
 BT2082| PID    Reference Object                     Distance      Geod. Az  |
 BT2082|                                                           dddmmss.s |
 BT2082| CY9417 FLOURNOY RM 1                        21.382 METERS 00145     |
 BT2082| CY9416 FLOURNOY AZ MK                                     1545809.1 |
 BT2082| BT2083 CLAYTON MUNICIPAL TANK              APPROX. 7.1 KM 1931049.9 |
 BT2082| CY9418 FLOURNOY RM 2                        25.250 METERS 26721     |
 BT2082| BT2084 KENNEDY HILL LOT                    APPROX. 1.9 KM 2790412.9 |
 BT2082| CM2293 MIDWAY MUNICIPAL TANK               APPROX.17.6 KM 3310717.0 |
 BT2082|---------------------------------------------------------------------|
 BT2082
 BT2082                          SUPERSEDED SURVEY CONTROL
 BT2082
 BT2082  NAD 83(1992)-  31 56 21.11964(N)    085 25 52.40278(W) AD(       ) 1
 BT2082  NAD 83(1986)-  31 56 21.12631(N)    085 25 52.39413(W) AD(       ) 1
 BT2082  NAD 27      -  31 56 20.55500(N)    085 25 52.60800(W) AD(       ) 1
 BT2082
 BT2082.Superseded values are not recommended for survey control.
 BT2082.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2082.See file dsdata.txt to determine how the superseded data were derived.
 BT2082
 BT2082_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA4828534771(NAD 83)
 BT2082_MARKER: DS = TRIANGULATION STATION DISK
 BT2082_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2082
 BT2082  HISTORY     - Date     Condition        Report By
 BT2082  HISTORY     - 1943     MONUMENTED       CGS
 BT2082  HISTORY     - 1964     GOOD             USGS
 BT2082
 BT2082                          STATION DESCRIPTION
 BT2082
 BT2082'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2082'THE STATION IS LOCATED ON THE HIGHEST POINT OF A HIGH TIMBERED
 BT2082'RIDGE ABOUT 4-1/2 MILES NNE OF CLAYTON.  IT IS ABOUT 100 YARDS W
 BT2082'OF THE GRAVE STONE OF MARGARET ELLEN FLOURNOY WHICH IS THE
 BT2082'LARGEST STONE OF AN OLD CEMETERY, ABOUT 75 FEET E OF AN OLD ROAD
 BT2082'AND AT THE N EDGE OF A CULTIVATED FIELD.  IT PROJECTS ABOUT 4
 BT2082'INCHES AND THE DISK IS STAMPED FLOURNOY 1943.
 BT2082'
 BT2082'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2082'DISKS SET IN CONCRETE.
 BT2082'
 BT2082'REFERENCE MARK NO. 1 IS SW OF THE STATION BETWEEN THE FIELD AND
 BT2082'THE OLD ROAD.  IT PROJECTS ABOUT 4 INCHES AND THE DISK IS
 BT2082'STAMPED FLOURNOY NO. 1 1943.
 BT2082'
 BT2082'REFERENCE MARK NO. 2 IS NW OF THE STATION.  IT PROJECTS ABOUT
 BT2082'4 INCHES AND THE DISK IS STAMPED FLOURNOY NO. 2 1943.
 BT2082'
 BT2082'THE AZIMUTH MARK IS LOCATED ABOUT 1 MILE S OF THE STATION.  IT
 BT2082'IS ABOUT 25 FEET W OF THE CENTER OF THE GRADED ROAD.  IT
 BT2082'PROJECTS ABOUT 6 INCHES AND THE DISK IS STAMPED FLOURNOY 1943.
 BT2082'TO REACH THE AZIMUTH MARK FROM THE TWO MAIL BOXES MENTIONED
 BT2082'IN THE ROUTE TO THE STATION, CONTINUE STRAIGHT AHEAD 0.5 MILE
 BT2082'TO THE AZIMUTH MARK ON THE LEFT.
 BT2082'
 BT2082'TO REACH THE STATION FROM THE MONUMENT SQUARE IN CLAYTON GO E
 BT2082'TOWARDS EUFAULA FOR 0.6 MILE.  TURN LEFT, OFF HIGHWAY, AND
 BT2082'FOLLOW MAIN ROAD STRAIGHT AHEAD AT ALL CROSSROADS FOR 1.1 MILES.
 BT2082'TURN RIGHT AT SEVERAL WHITE HOUSES AN GO NE 1.7 MILES TO A T ROAD
 BT2082'LEFT AT TWO MAIL BOXES.  (AZIMUTH MARK 0.5 MILE STRAIGHT AHEAD.)
 BT2082'TURN LEFT AND GO 1.3 MILES TO AN OLD CROSSROADS.  TURN RIGHT
 BT2082'ALONG THE RIDGE AND FOLLOW OLD ROAD FOR 0.3 MILE THROUGH THE
 BT2082'TIMBER TO A CULTIVATED FIELD ON THE LEFT.  HERE PICK WAY TO
 BT2082'THE HIGHEST PART OF THE HILL AT THE NW CORNER OF THE FIELD AND
 BT2082'THE STATION.
 BT2082'
 BT2082'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT MT. ANDREWS.
 BT2082'
 BT2082'A 37-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT COMER.
 BT2082'
 BT2082'A 37-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT CLAY.
 BT2082'
 BT2082'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT CLAYTON.
 BT2082'
 BT2082'HEIGHT OF LIGHT ABOVE STATION MARK - 23 METERS.
 BT2082
 BT2082                          STATION RECOVERY (1964)
 BT2082
 BT2082'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1964
 BT2082'STATION FOUND IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4071 ***********************************************************************
 BG4071  DESIGNATION -  FOLEY MUNICIPAL TANK
 BG4071  PID         -  BG4071
 BG4071  STATE/COUNTY-  AL/BALDWIN
 BG4071  USGS QUAD   -  FOLEY (1980)
 BG4071
 BG4071                         *CURRENT SURVEY CONTROL
 BG4071  ___________________________________________________________________
 BG4071* NAD 83(1992)-  30 24 28.20946(N)    087 41 04.18857(W)     ADJUSTED  
 BG4071* NAVD 88     -                                                        
 BG4071  ___________________________________________________________________
 BG4071  LAPLACE CORR-           1.09  (seconds)                    DEFLEC99
 BG4071  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BG4071
 BG4071  HORZ ORDER  -  THIRD
 BG4071
 BG4071.The horizontal coordinates were established by classical geodetic methods
 BG4071.and adjusted by the National Geodetic Survey in December 1992..
 BG4071
 BG4071
 BG4071.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4071
 BG4071.The geoid height was determined by GEOID03.
 BG4071
 BG4071;                    North         East     Units Scale Factor Converg.
 BG4071;SPC AL W     -    45,222.450   582,272.994   MT  0.99993721   -0 05 36.2
 BG4071;UTM  16      - 3,364,177.074   434,252.712   MT  0.99965333   -0 20 47.3
 BG4071
 BG4071                          SUPERSEDED SURVEY CONTROL
 BG4071
 BG4071  NAD 83(1986)-  30 24 28.23044(N)    087 41 04.19367(W) AD(       ) 4
 BG4071  NAD 27      -  30 24 27.51800(N)    087 41 04.24500(W) AD(       ) 3
 BG4071
 BG4071.Superseded values are not recommended for survey control.
 BG4071.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4071.See file dsdata.txt to determine how the superseded data were derived.
 BG4071
 BG4071_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU3425364177(NAD 83)
 BG4071_MARKER: 51 = TANK
 BG4071
 BG4071  HISTORY     - Date     Condition        Report By
 BG4071  HISTORY     - 1934     FIRST OBSERVED   CGS
 BG4071  HISTORY     - 20030402 MARK NOT FOUND   USPSQD
 BG4071
 BG4071                          STATION DESCRIPTION
 BG4071
 BG4071'DESCRIBED BY US POWER SQUADRON 2003 (RLR)
 BG4071'BEING THIS IS A WATER TANK, IT HAS NOT BEEN ON THIS SITE FOR MANY
 BG4071'YEARS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG4984 ***********************************************************************
 BG4984  DESIGNATION -  FOOL
 BG4984  PID         -  BG4984
 BG4984  STATE/COUNTY-  AL/BALDWIN
 BG4984  USGS QUAD   -  ST ANDREWS BAY (1980)
 BG4984
 BG4984                         *CURRENT SURVEY CONTROL
 BG4984  ___________________________________________________________________
 BG4984* NAD 83(1992)-  30 14 25.11087(N)    087 53 50.38908(W)     ADJUSTED  
 BG4984* NAVD 88     -         1.6    (meters)       5.     (feet)  VERTCON   
 BG4984  ___________________________________________________________________
 BG4984  LAPLACE CORR-           0.86  (seconds)                    DEFLEC99
 BG4984  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 BG4984
 BG4984  HORZ ORDER  -  THIRD
 BG4984
 BG4984.The horizontal coordinates were established by classical geodetic methods
 BG4984.and adjusted by the National Geodetic Survey in December 1992..
 BG4984
 BG4984.The NAVD 88 height was computed by applying the VERTCON shift value to
 BG4984.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BG4984
 BG4984.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG4984
 BG4984.The geoid height was determined by GEOID03.
 BG4984
 BG4984;                    North         East     Units Scale Factor Converg.
 BG4984;SPC AL W     -    26,704.285   561,758.178   MT  0.99995137   -0 12 00.4
 BG4984;UTM  16      - 3,345,754.489   413,662.094   MT  0.99969196   -0 27 07.0
 BG4984
 BG4984!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG4984!SPC AL W     -   1.00000409  x   0.99995137  =   0.99995546
 BG4984!UTM  16      -   1.00000409  x   0.99969196  =   0.99969605
 BG4984
 BG4984                          SUPERSEDED SURVEY CONTROL
 BG4984
 BG4984  NAD 83(1992)-  30 14 25.13298(N)    087 53 50.39593(W) AD(       ) 3
 BG4984  NGVD 29 (05/01/92)    1.6    (m)            5.     (f) VERT ANG       
 BG4984
 BG4984.Superseded values are not recommended for survey control.
 BG4984.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG4984.See file dsdata.txt to determine how the superseded data were derived.
 BG4984
 BG4984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU1366245754(NAD 83)
 BG4984_MARKER: DS = TRIANGULATION STATION DISK
 BG4984_SETTING: 17 = SET INTO TOP OF METAL PIPE DRIVEN INTO GROUND
 BG4984_SP_SET: TOP OF METAL PIPE IN CONCRETE
 BG4984_MAGNETIC: N = NO MAGNETIC MATERIAL
 BG4984_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG4984+STABILITY: SURFACE MOTION
 BG4984
 BG4984  HISTORY     - Date     Condition        Report By
 BG4984  HISTORY     - 1985     MONUMENTED       NGS
 BG4984
 BG4984                          STATION DESCRIPTION
 BG4984
 BG4984'DESCRIBED BY NATIONAL GEODETIC SURVEY 1985
 BG4984'STATION WAS SET IN APRIL OF 1985, IN LATE NOVEMBER OF 1985 STATION
 BG4984'WAS DESTROYED BY HURRICANE KATE.  THE HIGH TIDES AND THE STRONG
 BG4984'WINDS CAUSED TOO MUCH EROSION ALONG THE SHORE WHERE STATION WAS
 BG4984'FOUND LAYING ON ITS SIDE ON WHAT IS NOW THE BEACH.  WITNESS POST IS
 BG4984'GONE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2644 ***********************************************************************
 DH2644  DESIGNATION -  FORD
 DH2644  PID         -  DH2644
 DH2644  STATE/COUNTY-  AL/FAYETTE
 DH2644  USGS QUAD   -  HUBBERTVILLE (1983)
 DH2644
 DH2644                         *CURRENT SURVEY CONTROL
 DH2644  ___________________________________________________________________
 DH2644* NAD 83(1992)-  33 46 41.50636(N)    087 44 44.87613(W)     ADJUSTED  
 DH2644* NAVD 88     -       240.     (meters)     787.     (feet)  SCALED    
 DH2644  ___________________________________________________________________
 DH2644  LAPLACE CORR-           0.74  (seconds)                    DEFLEC99
 DH2644  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 DH2644
 DH2644  HORZ ORDER  -  FIRST
 DH2644
 DH2644.The horizontal coordinates were established by classical geodetic methods
 DH2644.and adjusted by the National Geodetic Survey in December 1992..
 DH2644
 DH2644.The orthometric height was scaled from a topographic map.
 DH2644
 DH2644.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2644
 DH2644.The geoid height was determined by GEOID03.
 DH2644
 DH2644;                    North         East     Units Scale Factor Converg.
 DH2644;SPC AL W     -   418,944.702   577,234.559   MT  0.99993972   -0 08 12.0
 DH2644;UTM  16      - 3,737,813.130   430,947.844   MT  0.99965878   -0 24 52.8
 DH2644
 DH2644!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2644!SPC AL W     -   0.99996667  x   0.99993972  =   0.99990639
 DH2644!UTM  16      -   0.99996667  x   0.99965878  =   0.99962546
 DH2644
 DH2644|---------------------------------------------------------------------|
 DH2644| PID    Reference Object                     Distance      Geod. Az  |
 DH2644|                                                           dddmmss.s |
 DH2644| CF9745 FORD RM 1                            16.298 METERS 02032     |
 DH2644| DH2668 FAYETTE ALABAMA MILLS TANK          APPROX.13.0 KM 2120843.9 |
 DH2644| DH2665 FAYETTE BROWN AND SONS LMBR TK      APPROX.12.9 KM 2130800.0 |
 DH2644| CF9744 FORD AZ MK                                         2293543.0 |
 DH2644| CF9746 FORD RM 2                            16.907 METERS 28422     |
 DH2644|---------------------------------------------------------------------|
 DH2644
 DH2644                          SUPERSEDED SURVEY CONTROL
 DH2644
 DH2644  NAD 83(1986)-  33 46 41.51262(N)    087 44 44.87427(W) AD(       ) 1
 DH2644  NAD 27      -  33 46 41.12800(N)    087 44 44.81100(W) AD(       ) 1
 DH2644
 DH2644.Superseded values are not recommended for survey control.
 DH2644.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2644.See file dsdata.txt to determine how the superseded data were derived.
 DH2644
 DH2644_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3094837813(NAD 83)
 DH2644_MARKER: DS = TRIANGULATION STATION DISK
 DH2644_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2644
 DH2644  HISTORY     - Date     Condition        Report By
 DH2644  HISTORY     - 1939     MONUMENTED       CGS
 DH2644  HISTORY     - 1950     GOOD             CGS
 DH2644
 DH2644                          STATION DESCRIPTION
 DH2644
 DH2644'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DH2644'STATION IS IN THE NORTH CENTER OF SECTION 1, T 15 S, R 12 W,
 DH2644'ABOUT 8.7 MILES AIRLINE NORTHEAST OF FAYETTE, AND 11 MILES
 DH2644'AIRLINE SSE OF WINFIELD.  STATION IS ON A HIGH RIDGE KNOWN
 DH2644'LOCALLY AS FORD MOUNTAIN, ON PROPERTY OF A.J. HOLLINGSWORTH.
 DH2644'STATION IS NEAR THE SOUTHERLY END OF THE RIDGE, ABOUT 300 YARDS
 DH2644'NORTHWEST OF A WAGON ROAD, AND ABOUT 350 YARDS SSE OF THE
 DH2644'HIGHEST POINT OF THE RIDGE, WHICH IS ABOUT 30 FEET HIGHER
 DH2644'THAN STATION SITE.  STATION IS 45 FEET SOUTHEAST OF A 9 INCH
 DH2644'OAK BLAZED WITH A TRIANGULAR BLAZE, AND 20 FEET SOUTH OF A
 DH2644'7 INCH OAK BLAZED WITH A TRIANGULAR BLAZE.  DISK IS STAMPED
 DH2644'FORD, 1939.  THE MARK PROTUDES 2 INCHES.
 DH2644'
 DH2644'R.M. 1 IS NNE OF STATION AND PROTUDES 6 INCHES.  DISK IS
 DH2644'STAMPED FORD, NO. 1, 1939.
 DH2644'
 DH2644'R.M. 2 IS WEST BY NORTH OF STATION AND PROTUDES 4 INCHES.
 DH2644'DISK IS STAMPED FORD, NO 2 1939.
 DH2644'
 DH2644'AZIMUTH MARK IS SOUTHWEST OF STATION, BEHIND THE HOUSE OF
 DH2644'JOHN HALLMARK, WHICH IS THE SECOND HOUSE WEST OF WOODEN BRIDGE
 DH2644'OVER RIVER.  MARK IS 45 FEET NORTHWEST OF THE NORTHWEST CORNER
 DH2644'OF HOUSE, 1 FOOT EAST OF FENCE ON EAST SIDE OF GARDEN.  THE MARK
 DH2644'PROTUDES 1 FOOT.  DISK IS STAMPED FORD, 1939.
 DH2644'
 DH2644'TO REACH FROM FAYETTE, GO NORTH FROM THE COURTHOUSE ON U.S.
 DH2644'ROUTE 43 FOR 5.0 MILES TO A GRAVEL ROAD RIGHT OPPOSITE A
 DH2644'FARM-HOUSE AND BARN ON THE LEFT.  TURN RIGHT AND GO 1.0 MILE TO A
 DH2644'FORK.  TAKE RIGHT FORK AND GO 0.55 MILE TO A ROAD LEFT.  KEEP
 DH2644'STRAIGHT AND GO 0.50 MILE TO ANOTHER ROAD LEFT.  KEEP STRAIGHT
 DH2644'AND GO 0.55 MILE TO AZIMUTH MARK ON LEFT BEHIND THE HALLMARK
 DH2644'HOUSE.  CONTINUE FOR 0.2 MILE TO A WOODEN BRIDGE OVER RIVER.
 DH2644'CONTINUE FOR 0.3 MILE TO A ROAD LEFT.  TURN LEFT AND GO 2.0 MILES
 DH2644'TO THE HOUSE OF A.J. HOLLINGSWORTH ON RIGHT.  CONTINUE FOR 0.1 MILE
 DH2644'TO A WAGON ROAD RIGHT.  TURN RIGHT AND FOLLOW WAGON FOR ABOUT
 DH2644'0.3 MILE TO WHERE A CREEK RUNS DOWN FROM MOUNTAIN,
 DH2644'FORMERLY THE SITE OF A SMALL PLANK BRIDGE.  (BE CAREFUL OF
 DH2644'STUMPS IN CENTER OF THIS WAGON ROAD.) TURN RIGHT OR
 DH2644'NORTHWEST UP MOUNTAIN AND FOLLOW DIM FOOT-TRAIL FOR ABOUT 150
 DH2644'YARDS TO A SMALL CULTIVATED FIELD.  CONTINUE NORTHWEST UP
 DH2644'BLUFF TO TOP OF RIDGE AND STATION SITE.
 DH2644'
 DH2644'HEIGHT OF LIGHT ABOVE STATION MARK 18 METERS.
 DH2644
 DH2644                          STATION RECOVERY (1950)
 DH2644
 DH2644'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2644'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION WITH THE
 DH2644'EXCEPTION OF THE SURFACE STATION MARK.  THE MARK NOW CONSISTS
 DH2644'OF THE SHANK OF THE DISK WITH THE TRIANGLE AND DOT IN THE
 DH2644'CENTER OF THE TRIANGLE.  THERE IS NO EVIDENCE OF THE POINT
 DH2644'HAVING BEEN MOVED.  DUE TO ROAD CONSTRUCTION, MILEAGES TO REACH
 DH2644'THE STATION HAVE CHANGED.  A NEW DESCRIPTION FOLLOWS-
 DH2644'
 DH2644'THE STATION IS LOCATED ABOUT 8 MILES NORTHEAST OF FAYETTE,
 DH2644'NEAR THE SOUTHEAST END OF FORD MOUNTAIN, 42 FEET SOUTHEAST OF
 DH2644'A 12-INCH OAK TREE WITH A TRIANGULAR BLAZE, AND 20 FEET
 DH2644'SOUTHEAST OF THE CENTER OF A CURVE OF A DIM WOODS ROAD.  IT
 DH2644'PROJECTS 3 INCHES.
 DH2644'
 DH2644'TO REACH THE STATION FROM THE JUNCTION OF STATE HIGHWAY NO. 18
 DH2644'AND U.S. HIGHWAY NO. 43 IN FAYETTE, GO NORTH ON NO. 43 FOR 6.0
 DH2644'MILES, THEN RIGHT, EAST, ON A MACADAM ROAD FOR 1.6 MILES TO THE
 DH2644'AZIMUTH MARK ON THE RIGHT AS DESCRIBED.  CONTINUE EAST FOR 0.7
 DH2644'MILE, THEN LEFT, FIRST NORTHERLY THEN EASTERLY, ON A GRAVELED
 DH2644'ROAD FOR 2.2 MILES, THEN RIGHT, SOUTHERLY, ON A FARM ROAD FOR
 DH2644'0.55 MILE TO A FORK, THEN RIGHT ROAD FOR 0.15 MILE TO A FORK,
 DH2644'THEN LEFT ROAD FOR 0.15 MILE TO THE STATION AS DESCRIBED.
 DH2644'
 DH2644'REFERENCE MARK NO. 1 IS 10 FEET EAST OF THE CENTER OF A WOODS ROAD.
 DH2644'IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED FORD 1939 NO 1.
 DH2644'
 DH2644'REFERENCE MARK NO. 2 IS 10 FEET SOUTH OF THE CENTER OF A WOODS
 DH2644'ROAD.  IT PROJECTS 6 INCHES, AND THE DISK IS STAMPED FORD 1939
 DH2644'NO 2.
 DH2644'
 DH2644'THE AZIMUTH MARK IS 138 FEET SOUTH OF THE CENTER LINE OF MACADAM
 DH2644'ROAD, 44 FEET WEST OF THE NORTHWEST CORNER OF A FARM HOUSE, 20 FEET
 DH2644'NORTH OF A T-INTERSECTION OF WIRE FENCES, AND 1 FOOT EAST OF A
 DH2644'WIRE FENCE.  IT PROJECTS 8 INCHES, AND THE DISK IS STAMPED
 DH2644'FORD 1939.
 DH2644'
 DH2644'ALL MARKS ARE STANDARD DISKS SET IN THE TOPS OF 12-INCH
 DH2644'SQUARE CONCRETE POSTS.
 DH2644'
 DH2644'HEIGHT OF LIGHT PLATE- 26 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2649 ***********************************************************************
 CN2649  DESIGNATION -  FORKLAND
 CN2649  PID         -  CN2649
 CN2649  STATE/COUNTY-  AL/GREENE
 CN2649  USGS QUAD   -  FORKLAND (1979)
 CN2649
 CN2649                         *CURRENT SURVEY CONTROL
 CN2649  ___________________________________________________________________
 CN2649* NAD 83(1992)-  32 39 36.06768(N)    087 53 53.23478(W)     ADJUSTED  
 CN2649* NAVD 88     -        76.622  (meters)     251.38   (feet)  ADJUSTED  
 CN2649  ___________________________________________________________________
 CN2649  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CN2649  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CN2649  DYNAMIC HT  -          76.534 (meters)     251.10  (feet)  COMP
 CN2649  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CN2649
 CN2649  HORZ ORDER  -  FIRST
 CN2649  VERT ORDER  -  SECOND    CLASS 0
 CN2649
 CN2649.The horizontal coordinates were established by classical geodetic methods
 CN2649.and adjusted by the National Geodetic Survey in May 1994..
 CN2649
 CN2649.The orthometric height was determined by differential leveling
 CN2649.and adjusted by the National Geodetic Survey in June 1991..
 CN2649
 CN2649.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2649
 CN2649.The geoid height was determined by GEOID03.
 CN2649
 CN2649.The dynamic height is computed by dividing the NAVD 88
 CN2649.geopotential number by the normal gravity value computed on the
 CN2649.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2649.degrees latitude (g = 980.6199 gals.).
 CN2649
 CN2649.The modeled gravity was interpolated from observed gravity values.
 CN2649
 CN2649;                    North         East     Units Scale Factor Converg.
 CN2649;SPC AL W     -   294,980.598   562,654.660   MT  0.99995052   -0 12 53.5
 CN2649;UTM  16      - 3,613,953.856   415,779.554   MT  0.99968746   -0 29 04.9
 CN2649
 CN2649!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2649!SPC AL W     -   0.99999254  x   0.99995052  =   0.99994306
 CN2649!UTM  16      -   0.99999254  x   0.99968746  =   0.99968000
 CN2649
 CN2649:                Primary Azimuth Mark                     Grid Az
 CN2649:SPC AL W     -  EUTAW COUNTY WHSE TANK                   002 34 18.2
 CN2649:UTM  16      -  EUTAW COUNTY WHSE TANK                   002 50 29.6
 CN2649
 CN2649|---------------------------------------------------------------------|
 CN2649| PID    Reference Object                     Distance      Geod. Az  |
 CN2649|                                                           dddmmss.s |
 CN2649| CN3098 EUTAW COUNTY WHSE TANK              APPROX.19.4 KM 0022124.7 |
 CN2649| CN3099 EUTAW MUNICIPAL TANK                APPROX.20.1 KM 0025533.6 |
 CN2649| CF9765 FORKLAND RM 1                        32.473 METERS 17111     |
 CN2649| CF9763 FORKLAND AZ MK                                     1770529.7 |
 CN2649| CN2651 FORKLAND RM 2                        29.966 METERS 27832     |
 CN2649| CF9764 FORKLAND AZ MK RESET                               3093539.9 |
 CN2649|---------------------------------------------------------------------|
 CN2649
 CN2649                          SUPERSEDED SURVEY CONTROL
 CN2649
 CN2649  NAD 83(1992)-  32 39 36.06829(N)    087 53 53.23545(W) AD(       ) 1
 CN2649  NAD 83(1986)-  32 39 36.07515(N)    087 53 53.23852(W) AD(       ) 1
 CN2649  NAD 27      -  32 39 35.59600(N)    087 53 53.18800(W) AD(       ) 1
 CN2649  NGVD 29 (??/??/92)   76.593  (m)          251.29   (f) ADJ UNCH    2 0
 CN2649
 CN2649.Superseded values are not recommended for survey control.
 CN2649.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2649.See file dsdata.txt to determine how the superseded data were derived.
 CN2649
 CN2649_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1578013954(NAD 83)
 CN2649_MARKER: DS = TRIANGULATION STATION DISK
 CN2649_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2649_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2649_STAMPING: FORKLAND 1930
 CN2649_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2649+STABILITY: SURFACE MOTION
 CN2649
 CN2649  HISTORY     - Date     Condition        Report By
 CN2649  HISTORY     - 1930     MONUMENTED       CGS
 CN2649  HISTORY     - 1939     GOOD             CGS
 CN2649  HISTORY     - 1943     GOOD             NGS
 CN2649  HISTORY     - 1955     GOOD             CGS
 CN2649
 CN2649                          STATION DESCRIPTION
 CN2649
 CN2649'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CN2649'ABOUT 1.2 MILES N OF THE VILLAGE OF FORKLAND, ON A HIGH WOODED
 CN2649'HILL, 11.5 METERS N OF THE BOLIGEE-FORKLAND ROAD, WHICH IS A
 CN2649'SECOND-CLASS ROAD.  STATION MARK PROJECTS ABOVE THE GROUND ABOUT
 CN2649'6 INCHES.  THE HILL WAS WOODED AT THE TIME OF OCCUPATION.
 CN2649'
 CN2649'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE
 CN2649'DISKS SET IN CONCRETE.
 CN2649'
 CN2649'REFERENCE MARK NO. 1 IS SE OF THE STATION, 6 METERS S OF THE ROAD.
 CN2649'REFERENCE MARK NO. 2 IS SW OF THE STATION, 5 METERS S OF THE ROAD.
 CN2649'
 CN2649'STATION CAN BE REACHED FROM FORKLAND, BY FOLLOWING THE
 CN2649'FORKLAND-BOLIGEE ROAD N FOR A DISTANCE OF 1.2 MILES FROM FORKLAND.
 CN2649'THE STATION IS TO THE N OF THE ROAD AT THIS POINT.
 CN2649'
 CN2649'HEIGHT OF SIGNAL ABOVE STATION MARK - 31.3 METERS.
 CN2649
 CN2649                          STATION RECOVERY (1939)
 CN2649
 CN2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 CN2649'STATION AND REFERENCE MARKS RECOVERED IN GOOD CONDITION.
 CN2649'DISTANCES TO REFERENCE MARKS WERE DOUBLE TAPED BY THIS PARTY, BUT
 CN2649'DID NOT CHECK 1930 MEASUREMENTS.  NEW DESCRIPTION FOLLOWS-
 CN2649'
 CN2649'STATION IS APPROXIMATELY 1.2 MILES NW OF THE VILLAGE OF
 CN2649'FORKLAND, ON A HILL WHICH HAS RECENTLY BEEN CLEARED, LEAVING
 CN2649'ONLY A FEW SCATTERED PINES.  LAND IS OWNED BY MR. GUEST AND RENTED
 CN2649'BY MR. JACOBS.
 CN2649'
 CN2649'STATION IS 11.5 METERS NE OF THE BOLIGEE-FORKLAND ROAD, 5.6
 CN2649'METERS SE OF A 7-INCH BLAZED PINE.  DISK IS STAMPED FORKLAND 1930.
 CN2649'SURFACE MARK PROTRUDES 2 INCHES.
 CN2649'
 CN2649'REFERENCE MARK NO. 1 IS S BY E OF STATION, ON OPPOSITE SIDE OF
 CN2649'ROAD FROM STATION, 6 METERS SW OF CENTER LINE OF ROAD.  DISK IS
 CN2649'STAMPED FORKLAND, NO. 1, 1930.  MARK PROTRUDES 1 INCH.
 CN2649'
 CN2649'REFERENCE MARK NO. 2 IS W BY N OF STATION, ON OPPOSITE SIDE OF
 CN2649'ROAD FROM STATION, 6 METERS SW OF CENTER LINE OF ROAD.  DISK IS
 CN2649'STAMPED FORKLAND, NO. 2, 1930.  MARK PROTRUDES 1 INCH.
 CN2649'
 CN2649'A NEW AZIMUTH MARK WAS SET S OF STATION.  MARK IS IN THE N
 CN2649'CORNER OF A SMALL PRIVATE CEMETERY, APPROXIMATELY 75 YARDS S OF A
 CN2649'FARMHOUSE.  THE LAND IS OWNED BY HILDRETH AND JONES, MERCHANTS OF
 CN2649'EUTAW, AND RENTED BY MR. COCKRELL.  THE MARK
 CN2649'PROTRUDES 8 INCHES.  DISK IS STAMPED FORKLAND, 1939.
 CN2649'
 CN2649'TO REACH STATION FROM THE POST OFFICE IN DEMOPOLIS, GO N ON U.S.
 CN2649'HIGHWAY 43 FOR 10.9 MILES TO CENTER OF FORKLAND.  CONTINUE N ON
 CN2649'U.S. HIGHWAY 43 FOR 0.1 MILE TO A THREE WAY FORK, WHERE U.S.
 CN2649'HIGHWAY 43 CURVES RIGHT.  CONTINUE STRAIGHT AHEAD ON BOLIGEE
 CN2649'ROAD FOR 1.15 MILES TO TOP OF HILL AND STATION ON RIGHT SIDE OF
 CN2649'ROAD.
 CN2649'
 CN2649'TO REACH AZIMUTH MARK FROM STATION, GO SE TOWARD FORKLAND FOR 0.1
 CN2649'MILE TO A T-ROAD RIGHT.  TURN RIGHT, CROSS SMALL BRIDGE OVER
 CN2649'DITCH, AND CONTINUE FOR 0.3 MILE TO A FARMHOUSE.  LEAVE TRUCK IN
 CN2649'REAR OF HOUSE AND WALK S APPROXIMATELY 75 YARDS TO CEMETERY,
 CN2649'AND AZIMUTH MARK IN THE N CORNER.
 CN2649'
 CN2649'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CN2649
 CN2649                          STATION RECOVERY (1943)
 CN2649
 CN2649'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CN2649'1.2 MI NW FROM FORKLAND.
 CN2649'1.2 MILES NORTHWEST OF THE POSTOFFICE AT FORKLAND, ALONG A GRADED
 CN2649'COUNTY ROAD, SET ON TOP OF A HILL, 38 FEET NORTHEAST OF THE
 CN2649'CENTER-LINE OF THE GRADED COUNTY ROAD, 58 FEET NORTH OF A POWER POLE,
 CN2649'1 FOOT EAST OF REFERENCE POST, TRIANGULATION DISK SET IN TOP OF
 CN2649'CONCRETE POST.
 CN2649
 CN2649                          STATION RECOVERY (1955)
 CN2649
 CN2649'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CN2649'STATION AND ALL MARKS WERE RECOVERED IN GOOD CONDITION.  THE ROAD
 CN2649'MENTIONED IN PREVIOUS DESCRIPTIONS IS A DIRT ROAD AND A NEW PAVED
 CN2649'ROAD HAS BEEN BUILT TO THE WEST OF IT.  THE MEASUREMENTS TO THE
 CN2649'DIRT ROAD WERE CORRECT BUT NEW MEASUREMENTS WERE MADE TO OTHER
 CN2649'OBJECTS.  THE 1930 DISTANCES AND DIRECTIONS FAILED TO CHECK.  THE
 CN2649'1939 DIRECTIONS TO THE REFERENCE MARKS CHECKED.  THE 1939
 CN2649'DISTANCES TO THE REFERENCE MARKS WERE REMEASURED AND ONLY SMALL
 CN2649'DIFFERENCES FOUND.  THE AZIMUTH MARK ESTABLISHED IN 1939 WAS
 CN2649'NO LONGER VISIBLE FROM THE GROUND DUE TO CONSTRUCTION, AND WAS
 CN2649'DESTROYED BY THIS PARTY AND A NEW AZIMUTH MARK
 CN2649'ESTABLISHED.  THE LAND ON WHICH THE STATION IS LOCATED IS
 CN2649'NOW OWNED BY JOHN HUBBARD.  A POWER LINE HAS BEEN ERECTED
 CN2649'OVER THE STATION AND A TOWER CANNOT BE BUILT OVER IT.  A
 CN2649'NEW DESCRIPTION FOLLOWS-
 CN2649'
 CN2649'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF FORKLAND,
 CN2649'ON A SMALL KNOB NEAR THE SOUTHEAST EDGE OF A HIGH RIDGE, NEAR
 CN2649'THE CENTER OF A TRIANGLE FORMED BY THE INTERSECTION OF THREE
 CN2649'DIRT ROADS, 115 FEET NORTHEAST OF THE CENTER OF A PAVED ROAD,
 CN2649'57 FEET NORTHWEST OF A POWER LINE POLE AND 1 FOOT WEST OF A WHITE
 CN2649'WITNESS POST.  THE MARK PROJECTS ABOUT 1 INCH AND THE DISK IS
 CN2649'STAMPED FORKLAND 1930 .
 CN2649'
 CN2649'REFERENCE MARK NO. 1 IS 106.54 FEET SOUTH OF THE STATION, 67 FEET
 CN2649'NORTHEAST OF THE CENTER OF THE PAVED ROAD, 62 FEET SOUTHWEST OF A
 CN2649'POWER LINE POLE AND 20 FEET SOUTHWEST OF THE CENTER OF A DIRT
 CN2649'ROAD.  THE MARK PROJECTS ABOUT 2 INCHES AND THE DISK IS STAMPED
 CN2649'FORKLAND NO 1 1930.
 CN2649'
 CN2649'REFERENCE MARK NO. 2 IS 98.31 FEET WEST OF THE STATION, 91 FEET
 CN2649'SOUTHEAST OF A TELEPHONE POLE NO. 15, 45 FEET NORTHEAST OF THE
 CN2649'CENTER OF THE PAVED ROAD, 18 FEET SOUTHWEST OF THE CENTER OF A
 CN2649'DIRT ROAD AND 16 FEET SOUTHEAST OF AN ALABAMA STATE HIGHWAY DEPT.
 CN2649'SURVEY MARK P.T. 410 PLUS 97.  THE MARK PROJECTS ABOUT 4 INCHES
 CN2649'AND THE DISK IS STAMPED FORKLAND NO 2 1930.
 CN2649'
 CN2649'AZIMUTH MARK IS 0.3 MILE NORTHWEST OF THE STATION, 100 FEET
 CN2649'SOUTHWEST OF A FENCE CORNER AND A TRIPLE TRUNKED 12 INCH LIVE OAK
 CN2649'TREE, 97 FEET WEST OF THE CENTER OF A PAVED ROAD, 1 FOOT
 CN2649'NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT SOUTHEAST OF A FENCE.
 CN2649'THE MARK IS FLUSH AND THE DISK IS STAMPED FORKLAND 1930 RESET
 CN2649'1955.
 CN2649'
 CN2649'TO REACH THE STATION FROM THE METHODIST CHURCH IN FORKLAND, GO
 CN2649'NORTHWEST ON PAVED ROAD (BOLIGEE-FORKLAND RD.) FOR 1.3 MILE TO
 CN2649'THE STATION ON THE RIGHT, NORTHEAST SIDE OF ROAD AS DESCRIBED.
 CN2649'
 CN2649'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON PAVED
 CN2649'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT, 97 FEET WEST OF THE
 CN2649'CENTER OF THE ROAD AS DESCRIBED.
 CN2649'
 CN2649'DISTANCES AND DIRECTIONS OF OBJECTS ARE VISIBLE FROM THE GROUND.
 CN2649'
 CN2649'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2650 ***********************************************************************
 CN2650  DESIGNATION -  FORKLAND RM 1
 CN2650  PID         -  CN2650
 CN2650  STATE/COUNTY-  AL/GREENE
 CN2650  USGS QUAD   -  FORKLAND (1979)
 CN2650
 CN2650                         *CURRENT SURVEY CONTROL
 CN2650  ___________________________________________________________________
 CN2650* NAD 83(1986)-  32 39 35.     (N)    087 53 53.     (W)     SCALED    
 CN2650* NAVD 88     -        76.559  (meters)     251.18   (feet)  ADJUSTED  
 CN2650  ___________________________________________________________________
 CN2650  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CN2650  DYNAMIC HT  -          76.472 (meters)     250.89  (feet)  COMP
 CN2650  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CN2650
 CN2650  VERT ORDER  -  SECOND    CLASS 0
 CN2650
 CN2650.The horizontal coordinates were scaled from a topographic map and have
 CN2650.an estimated accuracy of +/- 6 seconds.
 CN2650
 CN2650.The orthometric height was determined by differential leveling
 CN2650.and adjusted by the National Geodetic Survey in June 1991..
 CN2650
 CN2650.The geoid height was determined by GEOID03.
 CN2650
 CN2650.The dynamic height is computed by dividing the NAVD 88
 CN2650.geopotential number by the normal gravity value computed on the
 CN2650.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2650.degrees latitude (g = 980.6199 gals.).
 CN2650
 CN2650.The modeled gravity was interpolated from observed gravity values.
 CN2650
 CN2650;                    North         East    Units  Estimated Accuracy
 CN2650;SPC AL W     -   294,950.      562,660.      MT  (+/- 180 meters Scaled)
 CN2650
 CN2650                          SUPERSEDED SURVEY CONTROL
 CN2650
 CN2650  NGVD 29 (??/??/92)   76.530  (m)          251.08   (f) ADJ UNCH    2 0
 CN2650
 CN2650.Superseded values are not recommended for survey control.
 CN2650.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2650.See file dsdata.txt to determine how the superseded data were derived.
 CN2650
 CN2650_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB157139(NAD 83)
 CN2650_MARKER: DR = REFERENCE MARK DISK
 CN2650_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2650_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2650_STAMPING: NO. 1 1930
 CN2650_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2650+STABILITY: SURFACE MOTION
 CN2650
 CN2650  HISTORY     - Date     Condition        Report By
 CN2650  HISTORY     - 1930     MONUMENTED       CGS
 CN2650  HISTORY     - 1943     GOOD             NGS
 CN2650
 CN2650                          STATION DESCRIPTION
 CN2650
 CN2650'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CN2650'1.2 MI NW FROM FORKLAND.
 CN2650'1.2 MILES NORTHWEST OF THE POSTOFFICE AT FORKLAND, ALONG GRADED COUNTY
 CN2650'ROAD, SET ON THE TOP OF A HILL, ON THE SOUTHEAST SIDE OF A SMALL
 CN2650'CULTIVATED FIELD, 27 FEET SOUTHWEST OF CENTER-LINE OF THE GRADED ROAD,
 CN2650'106 FEET SOUTH OF THE STATION FORKLAND, TRIANGULATION DISK SET IN TOP
 CN2650'OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2651 ***********************************************************************
 CN2651  DESIGNATION -  FORKLAND RM 2
 CN2651  PID         -  CN2651
 CN2651  STATE/COUNTY-  AL/GREENE
 CN2651  USGS QUAD   -  FORKLAND (1979)
 CN2651
 CN2651                         *CURRENT SURVEY CONTROL
 CN2651  ___________________________________________________________________
 CN2651* NAD 83(1992)-  32 39 36.21189(N)    087 53 54.37202(W)     ADJUSTED  
 CN2651* NAVD 88     -        76.360  (meters)     250.52   (feet)  ADJUSTED  
 CN2651  ___________________________________________________________________
 CN2651  LAPLACE CORR-          -1.00  (seconds)                    DEFLEC99
 CN2651  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CN2651  DYNAMIC HT  -          76.273 (meters)     250.24  (feet)  COMP
 CN2651  MODELED GRAV-     979,494.7   (mgal)                       NAVD 88
 CN2651
 CN2651  HORZ ORDER  -  SECOND
 CN2651  VERT ORDER  -  SECOND    CLASS 0
 CN2651
 CN2651.The horizontal coordinates were established by classical geodetic methods
 CN2651.and adjusted by the National Geodetic Survey in May 1994..
 CN2651
 CN2651.The orthometric height was determined by differential leveling
 CN2651.and adjusted by the National Geodetic Survey in June 1991..
 CN2651
 CN2651.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN2651
 CN2651.The geoid height was determined by GEOID03.
 CN2651
 CN2651.The dynamic height is computed by dividing the NAVD 88
 CN2651.geopotential number by the normal gravity value computed on the
 CN2651.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2651.degrees latitude (g = 980.6199 gals.).
 CN2651
 CN2651.The modeled gravity was interpolated from observed gravity values.
 CN2651
 CN2651;                    North         East     Units Scale Factor Converg.
 CN2651;SPC AL W     -   294,985.152   562,625.044   MT  0.99995055   -0 12 54.1
 CN2651;UTM  16      - 3,613,958.548   415,749.968   MT  0.99968752   -0 29 05.5
 CN2651
 CN2651!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN2651!SPC AL W     -   0.99999258  x   0.99995055  =   0.99994313
 CN2651!UTM  16      -   0.99999258  x   0.99968752  =   0.99968010
 CN2651
 CN2651|---------------------------------------------------------------------|
 CN2651| PID    Reference Object                     Distance      Geod. Az  |
 CN2651|                                                           dddmmss.s |
 CN2651| CN2649 FORKLAND                             29.966 METERS 09832     |
 CN2651| CF9765 FORKLAND RM 1                        50.316 METERS 13633     |
 CN2651| CF9763 FORKLAND AZ MK                                     1742448.6 |
 CN2651| CF9764 FORKLAND AZ MK RESET                               3112839.6 |
 CN2651|---------------------------------------------------------------------|
 CN2651
 CN2651                          SUPERSEDED SURVEY CONTROL
 CN2651
 CN2651  NAD 83(1992)-  32 39 36.21249(N)    087 53 54.37268(W) AD(       ) 2
 CN2651  NAD 83(1986)-  32 39 36.21942(N)    087 53 54.37623(W) AD(       ) 2
 CN2651  NAD 27      -  32 39 35.74000(N)    087 53 54.32500(W) AD(       ) 2
 CN2651  NGVD 29 (??/??/92)   76.331  (m)          250.43   (f) ADJ UNCH    2 0
 CN2651
 CN2651.Superseded values are not recommended for survey control.
 CN2651.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2651.See file dsdata.txt to determine how the superseded data were derived.
 CN2651
 CN2651_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1575013959(NAD 83)
 CN2651_MARKER: DR = REFERENCE MARK DISK
 CN2651_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2651_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2651_STAMPING: NO. 2 1930
 CN2651_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2651+STABILITY: SURFACE MOTION
 CN2651
 CN2651  HISTORY     - Date     Condition        Report By
 CN2651  HISTORY     - 1955     MONUMENTED       CGS
 CN2651
 CN2651                          STATION DESCRIPTION
 CN2651
 CN2651'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CN2651'STATION IS LOCATED ABOUT 1-1/2 MILES NORTHWEST OF FORKLAND, NEAR
 CN2651'THE SOUTHWEST EDGE OF A HIGH RIDGE, ON PROPERTY OWNED BY
 CN2651'MR. JOHN HUBBARD.  IT IS 91 FEET SOUTHEAST OF A TELEPHONE POLE
 CN2651'NO. 15, 45 FEET NORTHEAST OF THE CENTER OF A PAVED ROAD, 18 FEET
 CN2651'SOUTHWEST OF THE CENTER OF A DIRT ROAD AND 16 FEET SOUTHEAST
 CN2651'OF AN ALABAMA STATE HIGHWAY DEPT. SURVEY MARK P.T. 410 PLUS 97.
 CN2651'THE MARK PROJECTS ABOUT 4 INCHES AND THE DISK IS STAMPED
 CN2651'FORKLAND NO 2 1930.
 CN2651'
 CN2651'FORKLAND 1930 WAS USED AS A REFERENCE MARK.  IT IS ON A SMALL
 CN2651'KNOB, NEAR THE CENTER OF A TRIANGLE FORMED BY THE INTERSECTION
 CN2651'OF 3 DIRT ROADS, 115 FEET NORTHEAST OF THE CENTER OF THE PAVED
 CN2651'ROAD, 57 FEET NORTHWEST OF A POWER LINE POLE AND 1 FOOT WEST
 CN2651'OF A WHITE WITNESS POST.  THE MARK PROJECTS ABOUT 1 INCH AND THE
 CN2651'DISK IS STAMPED FORKLAND 1930.
 CN2651'
 CN2651'REFERENCE MARK NO. 1 IS 67 FEET NORTHEAST OF THE CENTER OF THE
 CN2651'PAVED ROAD, 62 FEET SOUTHWEST OF A POWER LINE POLE AND 20 FEET
 CN2651'SOUTHWEST OF THE CENTER OF A DIRT ROAD.  THE MARK PROJECTS ABOUT
 CN2651'2 INCHES AND THE DISK IS STAMPED FORKLAND NO 1 1930.
 CN2651'
 CN2651'AZIMUTH MARK IS 100 FEET SOUTHWEST OF A FENCE CORNER AND A TRIPLE
 CN2651'TRUNKED 12 INCH LIVE OAK TREE, 97 FEET WEST OF THE CENTER OF A
 CN2651'PAVED ROAD, 1 FOOT NORTHEAST OF A WHITE WITNESS POST AND 1 FOOT
 CN2651'SOUTHEAST OF A FENCE.  THE MARK IS FLUSH AND THE DISK IS STAMPED
 CN2651'FORKLAND 1930 RESET 1955.
 CN2651'
 CN2651'TO REACH THE STATION FROM THE METHODIST CHURCH IN FORKLAND, GO
 CN2651'NORTHWEST ON PAVED ROAD (BOLIGEE-FORKLAND RD.) FOR 1.3 MILES TO
 CN2651'THE CREST OF A RIDGE AND THE STATION ON THE RIGHT, NORTHEAST SIDE
 CN2651'OF ROAD AS DESCRIBED.
 CN2651'
 CN2651'TO REACH THE AZIMUTH MARK FROM THE STATION, GO NORTHWEST ON PAVED
 CN2651'ROAD FOR 0.3 MILE TO THE MARK ON THE LEFT, 97 FEET WEST OF THE
 CN2651'CENTER OF THE ROAD AS DESCRIBED.
 CN2651'
 CN2651'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1551 ***********************************************************************
 EF1551  DESIGNATION -  FORKVILLE
 EF1551  PID         -  EF1551
 EF1551  STATE/COUNTY-  AL/WINSTON
 EF1551  USGS QUAD   -  KINLOCK SPRING (1947)
 EF1551
 EF1551                         *CURRENT SURVEY CONTROL
 EF1551  ___________________________________________________________________
 EF1551* NAD 83(1992)-  34 16 13.81602(N)    087 32 39.52508(W)     ADJUSTED  
 EF1551* NAVD 88     -       312.     (meters)    1024.     (feet)  SCALED    
 EF1551  ___________________________________________________________________
 EF1551  LAPLACE CORR-           0.87  (seconds)                    DEFLEC99
 EF1551  GEOID HEIGHT-         -26.39  (meters)                     GEOID03
 EF1551
 EF1551  HORZ ORDER  -  FIRST
 EF1551
 EF1551.The horizontal coordinates were established by classical geodetic methods
 EF1551.and adjusted by the National Geodetic Survey in December 1992..
 EF1551
 EF1551.The orthometric height was scaled from a topographic map.
 EF1551
 EF1551.The Laplace correction was computed from DEFLEC99 derived deflections.
 EF1551
 EF1551.The geoid height was determined by GEOID03.
 EF1551
 EF1551;                    North         East     Units Scale Factor Converg.
 EF1551;SPC AL W     -   473,523.023   595,919.491   MT  0.99993354   -0 01 29.8
 EF1551;UTM  16      - 3,792,283.660   449,893.535   MT  0.99963095   -0 18 23.4
 EF1551
 EF1551!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EF1551!SPC AL W     -   0.99995516  x   0.99993354  =   0.99988870
 EF1551!UTM  16      -   0.99995516  x   0.99963095  =   0.99958613
 EF1551
 EF1551:                Primary Azimuth Mark                     Grid Az
 EF1551:SPC AL W     -  FORKVILLE AZ MK                          105 44 37.4
 EF1551:UTM  16      -  FORKVILLE AZ MK                          106 01 31.0
 EF1551
 EF1551|---------------------------------------------------------------------|
 EF1551| PID    Reference Object                     Distance      Geod. Az  |
 EF1551|                                                           dddmmss.s |
 EF1551| CG5813 FORKVILLE AZ MK                                    1054307.6 |
 EF1551| EF1562 MILLSTONE                           APPROX.22.3 KM 1715045.3 |
 EF1551| CG5814 FORKVILLE RM 1                       48.827 METERS 29259     |
 EF1551| CG5815 FORKVILLE RM 2                       37.855 METERS 33659     |
 EF1551|---------------------------------------------------------------------|
 EF1551
 EF1551                          SUPERSEDED SURVEY CONTROL
 EF1551
 EF1551  NAD 83(1986)-  34 16 13.82596(N)    087 32 39.52291(W) AD(       ) 1
 EF1551  NAD 27      -  34 16 13.47100(N)    087 32 39.44100(W) AD(       ) 1
 EF1551
 EF1551.Superseded values are not recommended for survey control.
 EF1551.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1551.See file dsdata.txt to determine how the superseded data were derived.
 EF1551
 EF1551_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4989492284(NAD 83)
 EF1551_MARKER: DS = TRIANGULATION STATION DISK
 EF1551_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1551
 EF1551  HISTORY     - Date     Condition        Report By
 EF1551  HISTORY     - 1939     MONUMENTED       CGS
 EF1551  HISTORY     - 1950     GOOD             TVA
 EF1551
 EF1551                          STATION DESCRIPTION
 EF1551
 EF1551'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 EF1551'STATION IS LOCATED IN THE NW 1/4 OF SEC. 13, T 9 S, R 10 W, ABOUT 0.5
 EF1551'MILE E OF FORKVILLE ON THE HIGHEST POINT OF A RIDGE COVERED WITH
 EF1551'SCRUB TIMBER, MARK IS A STANDARD BRONZE DISK SET IN CONCRETE,
 EF1551'PROJECTING 6 INCHES, 41 FEET E OF A 10-INCH OAK
 EF1551'TREE, 25 FEET W OF A 10-INCH OAK TREE, AND 38 FEET S OF A
 EF1551'TRIANGLE-BLAZED 10-INCH PINE TREE.
 EF1551'
 EF1551'UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD BRONZE DISKS
 EF1551'SET IN CONCRETE.
 EF1551'
 EF1551'REFERENCE MARK NO. 1 IS NW OF STATION, PROJECTS 4 INCHES, 4.5 FEET NW
 EF1551'OF A BLAZED 10-INCH PINE TREE, 13 FEET W OF A BLAZED 18-INCH PINE
 EF1551'TREE, 5 FEET S OF THE EDGE OF A GRAVEL PIT AND 17 FEET E OF A
 EF1551'24-INCH GUM TREE.  REFERENCE MARK NO. 2 IS N OF STATION, PROJECTS 4
 EF1551'INCHES, 13 FEET N OF A 12-INCH OAK TREE, AND 6.5 FEET S OF THE S EDGE
 EF1551'OF A GRAVEL PIT.
 EF1551'
 EF1551'AZIMUTH MARK IS LOCATED ON THE N SIDE OF ALA. 5 AT THE INTERSECTION
 EF1551'OF A GRAVEL ROAD, APPROXIMATELY 0.6 MILE E OF THE STATION, AND
 EF1551'PROJECTS 6 INCHES, 54 FEET N OF THE CENTER OF ALA. 5, 21 FEET E OF
 EF1551'THE CENTER OF A GRAVEL ROAD, 5 FEET W OF A 6-INCH MAPLE TREE, AND
 EF1551'100 FEET N OF THE HOUSE OWNED BY BUCK LAVITTE.
 EF1551'
 EF1551'TO REACH THE STATION FROM THE JUNCTION OF ALA. 5 AND BYLER ROAD IN
 EF1551'FORKVILLE, GO E ON ALA. 5 FOR 0.2 MILE TO A WOODS ROAD TO THE L AT A
 EF1551'FARMHOUSE, TURN L AND GO 0.2 MILE ON WOODS ROAD TO AN OLD GRAVEL
 EF1551'PIT AND BLAZED PINE TREES ON THE R, BEAR TO THE R FOLLOWING BLAZES
 EF1551'FOR ABOUT 30 PACES TO STATION.
 EF1551'
 EF1551'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 EF1551
 EF1551                          STATION RECOVERY (1950)
 EF1551
 EF1551'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950 (DLS)
 EF1551'STATION RECOVERED IN GOOD CONDITION.  IT IS 0.5 MILE E OF FORKEVILLE.
 EF1551'MARK IS STAMPED FORKEVILLE 1939.
 EF1551'
 EF1551'R.M. 1 - MARKER SET 11 FEET N, TIMBER HAS BEEN CLEARED.
 EF1551'
 EF1551'R.M. 2 - MARKER SET 6 FEET N, TIMBER HAS BEEN CLEARED.
 EF1551'
 EF1551'AZIMUTH MARK - MARKER SET 2 FEET E.  AZIMUTH MARK HAS BEEN DISTURBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM2296 ***********************************************************************
 CM2296  DESIGNATION -  FORT DAVIS
 CM2296  PID         -  CM2296
 CM2296  STATE/COUNTY-  AL/MACON
 CM2296  USGS QUAD   -  UNION SPRINGS (1973)
 CM2296
 CM2296                         *CURRENT SURVEY CONTROL
 CM2296  ___________________________________________________________________
 CM2296* NAD 83(1992)-  32 14 36.76378(N)    085 42 38.67218(W)     ADJUSTED  
 CM2296* NAVD 88     -        94.     (meters)     308.     (feet)  SCALED    
 CM2296  ___________________________________________________________________
 CM2296  LAPLACE CORR-           1.64  (seconds)                    DEFLEC99
 CM2296  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 CM2296
 CM2296  HORZ ORDER  -  FIRST
 CM2296
 CM2296.The horizontal coordinates were established by classical geodetic methods
 CM2296.and adjusted by the National Geodetic Survey in December 1992..
 CM2296
 CM2296.The orthometric height was scaled from a topographic map.
 CM2296
 CM2296.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM2296
 CM2296.The geoid height was determined by GEOID03.
 CM2296
 CM2296;                    North         East     Units Scale Factor Converg.
 CM2296;SPC AL E     -   193,316.065   211,552.832   MT  0.99996165   +0 03 55.5
 CM2296;UTM  16      - 3,568,160.533   621,458.738   MT  0.99978192   +0 41 16.5
 CM2296
 CM2296!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM2296!SPC AL E     -   0.99998957  x   0.99996165  =   0.99995122
 CM2296!UTM  16      -   0.99998957  x   0.99978192  =   0.99977149
 CM2296
 CM2296|---------------------------------------------------------------------|
 CM2296| PID    Reference Object                     Distance      Geod. Az  |
 CM2296|                                                           dddmmss.s |
 CM2296| CY9421 FORT DAVIS RM 1                      28.139 METERS 11200     |
 CM2296| CM2299 UNION SPRINGS PRESB CH SPIRE        APPROX.10.9 KM 1812638.8 |
 CM2296| CM2298 UNION SPRINGS N MUN TANK            APPROX.10.2 KM 1815551.8 |
 CM2296| CY9420 FORT DAVIS AZ MK 2                                 2840716.6 |
 CM2296| CY9419 FORT DAVIS AZ MK                                   2855314.5 |
 CM2296| CY9422 FORT DAVIS RM 2                      31.102 METERS 34149     |
 CM2296|---------------------------------------------------------------------|
 CM2296
 CM2296                          SUPERSEDED SURVEY CONTROL
 CM2296
 CM2296  NAD 83(1986)-  32 14 36.77376(N)    085 42 38.67099(W) AD(       ) 1
 CM2296  NAD 27      -  32 14 36.24900(N)    085 42 38.84800(W) AD(       ) 1
 CM2296
 CM2296.Superseded values are not recommended for survey control.
 CM2296.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM2296.See file dsdata.txt to determine how the superseded data were derived.
 CM2296
 CM2296_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA2145968161(NAD 83)
 CM2296_MARKER: DS = TRIANGULATION STATION DISK
 CM2296_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM2296
 CM2296  HISTORY     - Date     Condition        Report By
 CM2296  HISTORY     - 1943     MONUMENTED       CGS
 CM2296  HISTORY     - 1971     MARK NOT FOUND   USGS
 CM2296  HISTORY     - 1973     SEE DESCRIPTION  USGS
 CM2296
 CM2296                          STATION DESCRIPTION
 CM2296
 CM2296'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 CM2296'THE STATION IS LOCATED IN THE VILLAGE OF FORT DAVIS, 0.1 MILE
 CM2296'WNW OF U.S. HIGHWAY 29.  IT IS 29.3 FEET NE OF THE N RAIL OF THE
 CM2296'RAILROAD TRACKS, 34 FEET WSW OF A FENCE CORNER.  IT IS STAMPED FORT
 CM2296'DAVIS 1943 AND PROJECT 6 INCHES.
 CM2296'
 CM2296'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE BRONZE DISKS
 CM2296'SET IN CONCRETE.
 CM2296'
 CM2296'REFERENCE MARK NO. 1 IS ESE OF THE STATION, 15 FEET NE OF THE
 CM2296'N RAIL OF THE RAILROAD TRACKS, 7 FEET WNW OF AN OLD SHACK
 CM2296'AND 32 FEET WSW OF A FENCE.  IT IS STAMPED FORT DAVIS NO. 1
 CM2296'1943 AND PROJECTS 10 INCHES.
 CM2296'
 CM2296'REFERENCE MARK NO. 2 IS N OF THE STATION AT THE ESE EDGE OF
 CM2296'A SCATTERED GROVE OF OAK TREES AND 46 FEET W OF A FENCE LINE.
 CM2296'IT IS STAMPED FORT DAVIS NO. 2 1943 AND PROJECTS 6 INCHES.
 CM2296'
 CM2296'THE AZIMUTH MARK IS 0.25 MILE (AIR LINE) NW OF THE STATION
 CM2296'AT A RAILROAD CROSSING.  IT IS 62 FEET S OF THE S RAIL OF THE
 CM2296'RAILROAD TRACKS, 29 FEET ESE OF THE CENTER OF A DIRT ROAD,
 CM2296'5 FEET WNW OF A 14-INCH OAK TREE 53 FEET SE OF A WHITE RAILROAD
 CM2296'CROSSING SIGN.  IT IS STAMPED FORT DAVIS 1943 AND PROJECTS 4
 CM2296'INCHES AND IS WITNESSED BY A 4- BY 4-INCH WHITE POST.  TO REACH
 CM2296'FROM THE STATION RETURN TO U.S. HIGHWAY 29 TURN RIGHT 0.05 MILE TO
 CM2296'A DIRT ROAD RIGHT, TURN RIGHT FOR 0.3 MILE TO A PRIVATE ROAD
 CM2296'RIGHT, TURN RIGHT AND GO 0.1 MILE TO THE CROSSING AND THE
 CM2296'AZIMUTH MARK ON THE RIGHT.
 CM2296'
 CM2296'NOTE- A CONCRETE BLOCK WITH DRILL HOLE IN THE CENTER WAS
 CM2296'REMOVED.  THE STATION WAS SET IN THE ORIGINAL POSITION OF THE
 CM2296'CONCRETE BLOCK.  INFORMATION ON THE CONCRETE BLOCK COULD NOT
 CM2296'BE FOUND.
 CM2296'
 CM2296'A 77-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION FITZ.
 CM2296'
 CM2296'A 50-FOOT TOWER WILL SEE A 60-FOOT LIGHT AT STATION UNION.
 CM2296'
 CM2296'A 50-FOOT TOWER WILL SEE A 100-FOOT LIGHT AT STATION JOHNSON.
 CM2296'
 CM2296'A 50-FOOT TOWER WILL SEE AN 87-FOOT LIGHT AT STATION BRANTLEY.
 CM2296'
 CM2296'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 CM2296
 CM2296                          STATION RECOVERY (1971)
 CM2296
 CM2296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971 (LMS)
 CM2296'HEAVY CONSTRUCTION IN AREA, NEW SIDE TRACK FOR RAILROAD CARS.
 CM2296'
 CM2296'RM 2 OK RM 1 DESTROYED AZIMUTH MARK OK.
 CM2296
 CM2296                          STATION RECOVERY (1973)
 CM2296
 CM2296'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1973 (JFS)
 CM2296'THE CONCRETE MONUMENTS FOR THE SURFACE STA. MK. AND REF. MK. 1,
 CM2296'WITH DISKS IN THEM, WERE FOUND LYING OUT OF POSITION IN THE EDGE
 CM2296'OF WOODS NORTH OF RR. TRACKS.  THE UNDERGROUND STA. MK. WAS NOT
 CM2296'SEARCHED FOR.  REF. MK. 2 WAS FOUND IN GOOD CONDITION AS
 CM2296'DESCRIBED.  THE AZ. MK. WAS NOT SEARCHED FOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1873 ***********************************************************************
 BU1873  DESIGNATION -  FORT DEPOSIT MUN TANK
 BU1873  PID         -  BU1873
 BU1873  STATE/COUNTY-  AL/LOWNDES
 BU1873  USGS QUAD   -  FORT DEPOSIT (1986)
 BU1873
 BU1873                         *CURRENT SURVEY CONTROL
 BU1873  ___________________________________________________________________
 BU1873* NAD 83(1992)-  31 58 59.62412(N)    086 34 41.16051(W)     ADJUSTED  
 BU1873* NAVD 88     -                                                        
 BU1873  ___________________________________________________________________
 BU1873  LAPLACE CORR-           1.28  (seconds)                    DEFLEC99
 BU1873  GEOID HEIGHT-         -27.34  (meters)                     GEOID03
 BU1873
 BU1873  HORZ ORDER  -  THIRD
 BU1873
 BU1873.The horizontal coordinates were established by classical geodetic methods
 BU1873.and adjusted by the National Geodetic Survey in December 1992..
 BU1873
 BU1873
 BU1873.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1873
 BU1873.The geoid height was determined by GEOID03.
 BU1873
 BU1873;                    North         East     Units Scale Factor Converg.
 BU1873;SPC AL W     -   220,235.970   687,124.921   MT  1.00002691   +0 29 18.0
 BU1873;SPC AL E     -   164,686.747   129,613.776   MT  1.00002108   -0 23 40.2
 BU1873;UTM  16      - 3,538,654.477   539,858.108   MT  0.99961959   +0 13 24.5
 BU1873
 BU1873                          SUPERSEDED SURVEY CONTROL
 BU1873
 BU1873  NAD 83(1986)-  31 58 59.63325(N)    086 34 41.15847(W) AD(       ) 4
 BU1873  NAD 27      -  31 58 59.08000(N)    086 34 41.23000(W) AD(       ) 3
 BU1873
 BU1873.Superseded values are not recommended for survey control.
 BU1873.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1873.See file dsdata.txt to determine how the superseded data were derived.
 BU1873
 BU1873_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA3985838654(NAD 83)
 BU1873_MARKER: 53 = ELEVATED TANK
 BU1873
 BU1873  HISTORY     - Date     Condition        Report By
 BU1873  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1873
 BU1873                          STATION DESCRIPTION
 BU1873
 BU1873'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1873'STATION IS THE SQUAT BOWL WATER TANK ATOP A FOUR-LEGGED STEEL
 BU1873'STRUCTURE, ABOUT 100 FEET HIGH, PAINTED SILVER.  THE POINT OBSERVED
 BU1873'ON WAS THE BALL AT THE APEX OF THE ROOF.
 BU1873'
 BU1873'TO REACH FROM THE MOST S RAILROAD CROSSING IN FORT DEPOSIT, GO
 BU1873'E ON MACADAM ROAD FOR 0.1 MILE TO TANK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2135 ***********************************************************************
 BH2135  DESIGNATION -  FORT GAINES
 BH2135  PID         -  BH2135
 BH2135  STATE/COUNTY-  AL/MOBILE
 BH2135  USGS QUAD   -  FORT MORGAN (1982)
 BH2135
 BH2135                         *CURRENT SURVEY CONTROL
 BH2135  ___________________________________________________________________
 BH2135* NAD 83(1992)-  30 14 53.00700(N)    088 04 29.34910(W)     ADJUSTED  
 BH2135* NAVD 88     -         5.6    (meters)      18.     (feet)  VERTCON   
 BH2135  ___________________________________________________________________
 BH2135  LAPLACE CORR-           0.48  (seconds)                    DEFLEC99
 BH2135  GEOID HEIGHT-         -27.73  (meters)                     GEOID03
 BH2135
 BH2135  HORZ ORDER  -  THIRD
 BH2135
 BH2135.The horizontal coordinates were established by classical geodetic methods
 BH2135.and adjusted by the National Geodetic Survey in December 1992..
 BH2135
 BH2135.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2135.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2135
 BH2135.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2135
 BH2135.The geoid height was determined by GEOID03.
 BH2135
 BH2135;                    North         East     Units Scale Factor Converg.
 BH2135;SPC AL W     -    27,636.259   544,679.517   MT  0.99997108   -0 17 22.5
 BH2135;UTM  16      - 3,346,761.282   396,591.951   MT  0.99973192   -0 32 29.3
 BH2135
 BH2135!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2135!SPC AL W     -   1.00000348  x   0.99997108  =   0.99997456
 BH2135!UTM  16      -   1.00000348  x   0.99973192  =   0.99973540
 BH2135
 BH2135:                Primary Azimuth Mark                     Grid Az
 BH2135:SPC AL W     -  MOBILE CHANNEL LIGHT 16                  019 43 19.1
 BH2135:UTM  16      -  MOBILE CHANNEL LIGHT 16                  019 58 25.9
 BH2135
 BH2135|---------------------------------------------------------------------|
 BH2135| PID    Reference Object                     Distance      Geod. Az  |
 BH2135|                                                           dddmmss.s |
 BH2135| BH2076 MOBILE CHANNEL LIGHT 16             APPROX.16.2 KM 0192556.6 |
 BH2135| BH2081 MOBILE CHANNEL LIGHT 14             APPROX.14.0 KM 0212159.5 |
 BH2135| BH2082 MOBILE CHANNEL LIGHT 12             APPROX.11.7 KM 0241955.3 |
 BH2135| BH2101 MOBILE CHANNEL LIGHT 11             APPROX.10.6 KM 0242832.3 |
 BH2135| BH2083 MOBILE CHANNEL LIGHT 10             APPROX. 9.7 KM 0280016.1 |
 BH2135| BH2095 MOBILE CHANNEL LIGHT 8              APPROX. 7.8 KM 0333159.9 |
 BH2135| BH2094 MOBILE CHANNEL LIGHT 6              APPROX. 6.1 KM 0415239.9 |
 BH2135| BH2097 MOBILE CHANNEL LIGHT 4              APPROX. 4.6 KM 0555108.7 |
 BH2135| BH2099 MOBILE CHANNEL LIGHT 3              APPROX. 3.8 KM 0651402.3 |
 BH2135| BG4116 PENSACOLA MOBILE LT 267             APPROX.11.0 KM 0794042.1 |
 BH2135| BG4109 PENSACOLA MOBILE LT 277 NEW         APPROX. 9.2 KM 0823045.8 |
 BH2135| BH2138 DAUPHIN IS USAF W RADAR DOME        429.552 METERS 3013851.8 |
 BH2135| BH2114 CEDAR 3                             APPROX. 8.9 KM 3174327.3 |
 BH2135|---------------------------------------------------------------------|
 BH2135
 BH2135                          SUPERSEDED SURVEY CONTROL
 BH2135
 BH2135  NAD 83(1986)-  30 14 53.03169(N)    088 04 29.35205(W) AD(       ) 3
 BH2135  NAD 27      -  30 14 52.29510(N)    088 04 29.34140(W) AD(       ) 3
 BH2135  NGVD 29 (05/01/92)    5.6    (m)           18.     (f) VERT ANG       
 BH2135
 BH2135.Superseded values are not recommended for survey control.
 BH2135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2135.See file dsdata.txt to determine how the superseded data were derived.
 BH2135
 BH2135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9659246761(NAD 83)
 BH2135_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH2135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2135_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2135+STABILITY: SURFACE MOTION
 BH2135
 BH2135  HISTORY     - Date     Condition        Report By
 BH2135  HISTORY     - 1908     MONUMENTED       USE
 BH2135  HISTORY     - 1941     GOOD             CGS
 BH2135  HISTORY     - 1958     GOOD             CGS
 BH2135  HISTORY     - 1976     GOOD             NGS
 BH2135  HISTORY     - 1978     GOOD             USCG
 BH2135  HISTORY     - 1981     GOOD             NOS
 BH2135  HISTORY     - 1984     GOOD             NOS
 BH2135  HISTORY     - 1986     GOOD             USPSQD
 BH2135
 BH2135                          STATION DESCRIPTION
 BH2135
 BH2135'DESCRIBED BY US ENGINEERS 1908 (JWM)
 BH2135'ON THE TOP OF THE E BASTION OF THE OLD FORT ON A LINE FROM THE POINT
 BH2135'OF THE BASTION TO THE SALLY PORT AND ABOUT 5 FEET BACK FROM THE
 BH2135'POINT OF THE BASTION.  THE STATION WAS MARKED BY A 2 1/2-FOOT IRON
 BH2135'CAR AXLE CEMENTED INTO THE BRICK, ABOVE WHICH IT PROTRUDES ABOUT 1
 BH2135'FOOT.
 BH2135
 BH2135                          STATION RECOVERY (1941)
 BH2135
 BH2135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1941 (WMS)
 BH2135'STATION RECOVERED IN GOOD CONDITION.  DIRECTIONS FOR REACHING STATION
 BH2135'NOT GIVEN IN DESCRIPTION AVAILABLE.
 BH2135'
 BH2135'STATION IS ON W SIDE OF ENTRANCE TO MOBILE BAY, ON E END OF DAUPHIN
 BH2135'ISLAND, ON TOP OF THE SE CORNER OF THE E BASTION OF AN OLD ABANDONED
 BH2135'FORT.
 BH2135'
 BH2135'MARK IS A 2 1/2-FOOT IRON CAR AXLE CEMENTED INTO THE BRICK, ABOUT 5
 BH2135'FEET FROM THE EDGE OF THE BASTION AND PROJECTS ABOUT 1 FOOT.
 BH2135'STATION CAN BE REACHED ONLY BY BOAT.
 BH2135
 BH2135                          STATION RECOVERY (1958)
 BH2135
 BH2135'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1958 (RFL)
 BH2135'THE STATION IS LOCATED ON THE W SIDE OF THE ENTRANCE TO MOBILE BAY,
 BH2135'ON THE E END OF DAUPHIN ISLAND, ON TOP OF THE SE CORNER OF THE E
 BH2135'BASTION OF FORT GAINES.
 BH2135'
 BH2135'MARK IS A 2-1/2 FT IRON CAR AXLE CEMENTED INTO THE BRICK ABOUT 5 FT
 BH2135'FROM THE EDGE OF THE BASTION AND PROJECTS ABOUT 1 FT.
 BH2135'
 BH2135'STATION CAN BE REACHED BY TRUCK FROM DAUPHIN ISLAND.
 BH2135
 BH2135                          STATION RECOVERY (1976)
 BH2135
 BH2135'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2135'STATION MARK, OLD IRON CAR AXLE WAS RECOVERED AND FOUND IN GOOD
 BH2135'CONDITION.  STATION RECOVERED AS DESCRIBED, A NEW TO REACH FOLLOWS.
 BH2135'
 BH2135'TO REACH FROM THE DAUPHIN ISLAND WATER TANK, GO EASTERLY ON
 BH2135'SURFACED ROAD FOR 2.4 MILES TO A SIDE ROAD ON THE RIGHT, TURN
 BH2135'RIGHT AND GO S FOR 0.05 MILE TO A PARKING AREA FOR FORT GAINES,
 BH2135'AND STATION AS DESCRIBED IN THE 1958 DESCRIPTION.
 BH2135'
 BH2135'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2135'2 MILES E OF DAUPHIN.
 BH2135
 BH2135                          STATION RECOVERY (1978)
 BH2135
 BH2135'RECOVERY NOTE BY US COAST GUARD 1978 (RM)
 BH2135'GOOD, STA IS A CAR AXLE AND CAN BE DRIVEN TO.
 BH2135
 BH2135                          STATION RECOVERY (1981)
 BH2135
 BH2135'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 BH2135'THE STATION WAS RECOVERED IN GOOD CONDITION AS DESCRIBED IN 1958.
 BH2135'
 BH2135'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BH2135
 BH2135                          STATION RECOVERY (1984)
 BH2135
 BH2135'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BH2135'THE STATION WAS RECOVERED AT THIS DATE.
 BH2135'STATION MARK WAS RECOVERED AS DESCRIBED IN 1984, 1986, AND 1987.
 BH2135'
 BH2135'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BH2135'
 BH2135'RECOVERED BY M. JOHNSON.
 BH2135
 BH2135                          STATION RECOVERY (1986)
 BH2135
 BH2135'RECOVERY NOTE BY US POWER SQUADRON 1986 (THL)
 BH2135'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2144 ***********************************************************************
 BH2144  DESIGNATION -  FORT MORGAN ECC
 BH2144  PID         -  BH2144
 BH2144  STATE/COUNTY-  AL/BALDWIN
 BH2144  USGS QUAD   -  FORT MORGAN (1982)
 BH2144
 BH2144                         *CURRENT SURVEY CONTROL
 BH2144  ___________________________________________________________________
 BH2144* NAD 83(1992)-  30 13 42.95224(N)    088 01 23.84251(W)     ADJUSTED  
 BH2144* NAVD 88     -        10.0    (meters)      33.     (feet)  VERTCON   
 BH2144  ___________________________________________________________________
 BH2144  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BH2144  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BH2144
 BH2144  HORZ ORDER  -  THIRD
 BH2144
 BH2144.The horizontal coordinates were established by classical geodetic methods
 BH2144.and adjusted by the National Geodetic Survey in December 1992..
 BH2144
 BH2144.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH2144.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH2144
 BH2144.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2144
 BH2144.The geoid height was determined by GEOID03.
 BH2144
 BH2144;                    North         East     Units Scale Factor Converg.
 BH2144;SPC AL W     -    25,455.188   549,628.866   MT  0.99996462   -0 15 48.4
 BH2144;UTM  16      - 3,344,559.012   401,530.470   MT  0.99971962   -0 30 54.8
 BH2144
 BH2144!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2144!SPC AL W     -   1.00000278  x   0.99996462  =   0.99996740
 BH2144!UTM  16      -   1.00000278  x   0.99971962  =   0.99972240
 BH2144
 BH2144|---------------------------------------------------------------------|
 BH2144| PID    Reference Object                     Distance      Geod. Az  |
 BH2144|                                                           dddmmss.s |
 BH2144| BH2142 FORT MORGAN RESET                     7.947 METERS 14841     |
 BH2144| BH2136 SAND ISLAND LIGHTHOUSE              APPROX. 5.2 KM 2100623.7 |
 BH2144|---------------------------------------------------------------------|
 BH2144
 BH2144                          SUPERSEDED SURVEY CONTROL
 BH2144
 BH2144  NAD 83(1986)-  30 13 42.97753(N)    088 01 23.84354(W) AD(       ) 3
 BH2144  NAD 27      -  30 13 42.24250(N)    088 01 23.85249(W) AD(       ) 3
 BH2144  NGVD 29 (07/19/86)   10.0    (m)           33.     (f) VERT ANG       
 BH2144
 BH2144.Superseded values are not recommended for survey control.
 BH2144.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2144.See file dsdata.txt to determine how the superseded data were derived.
 BH2144
 BH2144_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU0153044559(NAD 83)
 BH2144_MARKER: DO = NOT SPECIFIED OR SEE DESCRIPTION
 BH2144_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2144_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH2144_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BH2144_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2144+STABILITY: SURFACE MOTION
 BH2144_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2144+SATELLITE: SATELLITE OBSERVATIONS - July 22, 2005
 BH2144
 BH2144  HISTORY     - Date     Condition        Report By
 BH2144  HISTORY     - 1981     MONUMENTED       NOS
 BH2144  HISTORY     - 1982     GOOD             NOS
 BH2144  HISTORY     - 20030502 GOOD             USPSQD
 BH2144  HISTORY     - 20040503 GOOD             USPSQD
 BH2144  HISTORY     - 20050722 GOOD             USPSQD
 BH2144
 BH2144                          STATION DESCRIPTION
 BH2144
 BH2144'DESCRIBED BY NATIONAL OCEAN SERVICE 1981 (RHH)
 BH2144'THE STATION IS LOCATED ABOUT 32 KILOMETERS(20 MILES) WEST
 BH2144'OF GULF SHORES AT FORT MORGAN ON MOBILE POINT AT THE ENTRANCE
 BH2144'TO MOBILE BAY.
 BH2144'
 BH2144'TO REACH THE STATION FROM GULF SHORES START AT THE INTERSECTION
 BH2144'OF STATE HIGHWAYS 59 AND 180.  PROCEED WEST ON HIGHWAY 180 FOR
 BH2144'35 KILOMETERS(22 MILES) TO FORT MORGAN.  WALK INTO THE FORT AND
 BH2144'CLIMB INNER WALL STAIRS TO STATION IN THE NORTHWEST CORNER OF
 BH2144'THE FORT.
 BH2144'
 BH2144'THE STATION IS THE CENTER OF A 2 INCH IRON PIN SET IN A 1.5 FOOT
 BH2144'IRON PLATE.  THE PLATE IS ATOP A 11.5 FOOT ROUND STONE AND BRICK
 BH2144'PEDESTAL WHICH IS 2.0 FEET HIGH.
 BH2144'THE STATION IS 7.95 METERS(26.07 FEET) NORTHWEST OF STATION FORT
 BH2144'MORGAN 1846,
 BH2144'7.79 METERS(25.55 FEET) WEST OF FORT MORGAN REFERENCE MONUMENT 3,
 BH2144'AND 6.10 METERS(20.0 FEET) NORTH OF FORT MORGAN REFERENCE
 BH2144'MONUMENT 4.
 BH2144'
 BH2144'HEIGHT OF LIGHT SHOWN ABOVE THE MARK WAS 1.50 METERS.
 BH2144
 BH2144                          STATION RECOVERY (1982)
 BH2144
 BH2144'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1982 (FPR)
 BH2144'THE STATION WAS RECOVERED AT THIS DATE.
 BH2144'STATION WAS RECOVERED IN GOOD CONDITION.  DESCRIPTION IS ADEQUATE.
 BH2144'
 BH2144'HEIGHT OF LIGHT SHOWN WAS 1.5 METERS ABOVE THE MARK.
 BH2144'
 BH2144'DESCRIBED BY R.W.B.
 BH2144'
 BH2144'STATION WAS R.A.D. IN 1984 AND 1987.
 BH2144
 BH2144                          STATION RECOVERY (2003)
 BH2144
 BH2144'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH2144'LOCATED ON TOP OF BASTION NUMBER 5.
 BH2144
 BH2144                          STATION RECOVERY (2004)
 BH2144
 BH2144'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH2144'RECOVERED IN GOOD CONDITION.
 BH2144
 BH2144                          STATION RECOVERY (2005)
 BH2144
 BH2144'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH2144'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2142 ***********************************************************************
 BH2142  DESIGNATION -  FORT MORGAN RESET
 BH2142  PID         -  BH2142
 BH2142  STATE/COUNTY-  AL/BALDWIN
 BH2142  USGS QUAD   -  FORT MORGAN (1982)
 BH2142
 BH2142                         *CURRENT SURVEY CONTROL
 BH2142  ___________________________________________________________________
 BH2142* NAD 83(1992)-  30 13 42.73176(N)    088 01 23.68802(W)     ADJUSTED  
 BH2142* NAVD 88     -         7.742  (meters)      25.40   (feet)  ADJUSTED  
 BH2142  ___________________________________________________________________
 BH2142  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BH2142  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 BH2142  DYNAMIC HT  -           7.732 (meters)      25.37  (feet)  COMP
 BH2142  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 BH2142
 BH2142  HORZ ORDER  -  FIRST
 BH2142  VERT ORDER  -  FIRST     CLASS II
 BH2142
 BH2142.The horizontal coordinates were established by classical geodetic methods
 BH2142.and adjusted by the National Geodetic Survey in December 1992..
 BH2142
 BH2142.The orthometric height was determined by differential leveling
 BH2142.and adjusted by the National Geodetic Survey in July 2002..
 BH2142
 BH2142.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2142
 BH2142.The geoid height was determined by GEOID03.
 BH2142
 BH2142.The dynamic height is computed by dividing the NAVD 88
 BH2142.geopotential number by the normal gravity value computed on the
 BH2142.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH2142.degrees latitude (g = 980.6199 gals.).
 BH2142
 BH2142.The modeled gravity was interpolated from observed gravity values.
 BH2142
 BH2142;                    North         East     Units Scale Factor Converg.
 BH2142;SPC AL W     -    25,448.380   549,632.966   MT  0.99996462   -0 15 48.4
 BH2142;UTM  16      - 3,344,552.188   401,534.539   MT  0.99971961   -0 30 54.7
 BH2142
 BH2142!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2142!SPC AL W     -   1.00000313  x   0.99996462  =   0.99996775
 BH2142!UTM  16      -   1.00000313  x   0.99971961  =   0.99972274
 BH2142
 BH2142|---------------------------------------------------------------------|
 BH2142| PID    Reference Object                     Distance      Geod. Az  |
 BH2142|                                                           dddmmss.s |
 BH2142| AB3371 FORT MORGAN RM 3                      5.755 METERS 03557     |
 BH2142| DD8814 FORT MORGAN RM 1                                   03602     |
 BH2142| BH2141 MOBILE PT CG RADIO TOWER            137.917 METERS 19300     |
 BH2142| BH2140 MOBILE POINT RANGE FRONT LT         APPROX. 0.8 KM 2042828.2 |
 BH2142| BH2136 SAND ISLAND LIGHTHOUSE              APPROX. 5.2 KM 2101058.4 |
 BH2142| BH2139 MOBILE PT RANGE REAR LT             123.093 METERS 22832     |
 BH2142| DD8815 FORT MORGAN RM 2                      6.475 METERS 27944     |
 BH2142| AB3372 FORT MORGAN RM 4                      6.453 METERS 27945     |
 BH2142| BH2084 DAUPHIN IS TANK                     APPROX. 9.0 KM 2875332.4 |
 BH2142| BH2100 DAUPHIN IS SOU BELL MICROWAVE       APPROX. 6.6 KM 2935259.2 |
 BH2142| BH2138 DAUPHIN IS USAF W RADAR DOME        APPROX. 5.8 KM 2940940.2 |
 BH2142| BH2137 DAUPHIN IS USAF E RADAR DOME        APPROX. 5.8 KM 2941448.6 |
 BH2142| BH2093 PINE                                APPROX. 8.8 KM 3003157.9 |
 BH2142| BH2091 PASS AUX HERONS LEAD LT B           APPROX.10.6 KM 3212741.5 |
 BH2142|---------------------------------------------------------------------|
 BH2142
 BH2142                          SUPERSEDED SURVEY CONTROL
 BH2142
 BH2142  NAD 83(1986)-  30 13 42.75760(N)    088 01 23.68945(W) AD(       ) 1
 BH2142  NAD 27      -  30 13 42.02200(N)    088 01 23.69800(W) AD(       ) 1
 BH2142
 BH2142.Superseded values are not recommended for survey control.
 BH2142.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2142.See file dsdata.txt to determine how the superseded data were derived.
 BH2142
 BH2142_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU0153544552(NAD 83)
 BH2142_MARKER: DH = HORIZONTAL CONTROL DISK
 BH2142_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2142_STAMPING: FORT MORGAN 1846 1978
 BH2142_MARK LOGO: NGS   
 BH2142_MAGNETIC: N = NO MAGNETIC MATERIAL
 BH2142_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2142+STABILITY: SURFACE MOTION
 BH2142_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 BH2142+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 BH2142
 BH2142  HISTORY     - Date     Condition        Report By
 BH2142  HISTORY     - 1978     MONUMENTED       NGS
 BH2142  HISTORY     - 1981     GOOD             NOS
 BH2142  HISTORY     - 19960222 GOOD             NGS
 BH2142  HISTORY     - 20030503 GOOD             USPSQD
 BH2142  HISTORY     - 20040505 GOOD             USPSQD
 BH2142  HISTORY     - 20050726 GOOD             USPSQD
 BH2142
 BH2142                          STATION DESCRIPTION
 BH2142
 BH2142'DESCRIBED BY NATIONAL GEODETIC SURVEY 1978 (CLN)
 BH2142'THE STATION WAS RECOVERED IN GOOD CONDITION.  REFERENCE MARKS NO. 1
 BH2142'AND NO. 2 WERE FOUND DESTROYED, ONLY THE STEMS WERE LEFT.  THE
 BH2142'STATION WAS REMARKED WITH A DISK AND NEW REFERENCE MARK DISKS WERE
 BH2142'SET IN THE OLD DRILL HOLES.  A NEW DESCRIPTION FOLLOWS.
 BH2142'
 BH2142'STATION IS LOCATED ABOUT 20 MILES WEST OF GULF SHORES, AT FORT MORGAN
 BH2142'ON MOBILE POINT AT THE ENTRANCE TO MOBILE BAY.
 BH2142'
 BH2142'TO REACH FROM THE JUNCTION OF STATE HIGHWAYS 59 AND 180 IN GULF SHORE
 BH2142'GO WEST ON HIGHWAY 180 FOR 22 MILES TO END OF ROAD AT OLD FORT AND
 BH2142'STATION.
 BH2142'
 BH2142'STATION IS NOW MARKED BY A STANDARD DISK STAMPED--FORT MORGAN 1846
 BH2142'1978--, SET IN A SQUARE CONCRETE POST, FLUSH WITH THE SURFACE OF THE
 BH2142'BRICK PARAPET FLOOR.  IT IS AT THE NORTHWEST CORNER OF THE MOST
 BH2142'SOUTHWESTERLY FORTIFICATIONS AT FORT MORGAN, 28 FEET EAST OF WEST
 BH2142'PARAPET WALL, 27.9 FEET SOUTH OF NORTH PARAPET WALL AND 25 FEET
 BH2142'NORTHWEST OF INNER WALL OF FORT.
 BH2142'
 BH2142'REFERENCE MARK NO 3 IS A STANDARD DISK STAMPED--FORT MORGAN 1846 NO 3
 BH2142'1978--, SET IN A DRILL HOLE IN TOP OF 12 BY 18 INCH GRANITE
 BH2142'RETAINING WALL OF GUN BASE AT THE NORTH END OF PARAPET.
 BH2142'
 BH2142'REFERENCE MARK NO 4 IS A STANDARD DISK STAMPED--FORT MORGAN 1846 NO 3
 BH2142'1978--, SET IN A DRILL HOLE IN TOP OF 12 BY 18 INCH GRANITE
 BH2142'RETAINING WALL OF GUN BASE AT THE WEST END OF PARAPET.
 BH2142
 BH2142                          STATION RECOVERY (1981)
 BH2142
 BH2142'RECOVERY NOTE BY NATIONAL OCEAN SERVICE 1981 (RHH)
 BH2142'THE STATION AND REFERENCE MARKS NUMBER 3 AND 4 WERE RECOVERED
 BH2142'IN GOOD CONDITION AS DESCRIBED IN 1978 DESCRIPTION.
 BH2142
 BH2142                          STATION RECOVERY (1996)
 BH2142
 BH2142'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 BH2142'33.6 KM (20.85 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 BH2142'OF STATE HIGHWAY 59 IN GULF SHORES, NEAR THE NORTHWEST CORNER AND ON
 BH2142'TOP OF THE INNER WALL OF FORT MORGAN, 15.2 M (49.9 FT) WEST OF THE
 BH2142'NORTH END OF A SET OF STEPS AT THE NORTHWEST CORNER OF THE FORT, 10.4
 BH2142'M (34.1 FT) SOUTHEAST OF THE NORTHWEST CORNER OF THE WALL, 6.7 M (22.0
 BH2142'FT) ABOVE THE GROUND SURFACE, 6.5 M (21.3 FT) EAST OF REFERENCE MARK
 BH2142'4, 5.8 M (19.0 FT) SOUTH OF REFERENCE MARK 3, AND THE MONUMENT IS
 BH2142'FLUSH WITH THE TOP OF THE WALL.
 BH2142
 BH2142                          STATION RECOVERY (2003)
 BH2142
 BH2142'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 BH2142'RECOVERED IN GOOD CONDITION.
 BH2142
 BH2142                          STATION RECOVERY (2004)
 BH2142
 BH2142'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 BH2142'RECOVERED IN GOOD CONDITION.
 BH2142
 BH2142                          STATION RECOVERY (2005)
 BH2142
 BH2142'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 BH2142'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3371 ***********************************************************************
 AB3371  DESIGNATION -  FORT MORGAN RM 3
 AB3371  PID         -  AB3371
 AB3371  STATE/COUNTY-  AL/BALDWIN
 AB3371  USGS QUAD   -  FORT MORGAN (1982)
 AB3371
 AB3371                         *CURRENT SURVEY CONTROL
 AB3371  ___________________________________________________________________
 AB3371* NAD 83(1986)-  30 13 44.     (N)    088 01 24.     (W)     SCALED    
 AB3371* NAVD 88     -         8.177  (meters)      26.83   (feet)  ADJUSTED  
 AB3371  ___________________________________________________________________
 AB3371  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AB3371  DYNAMIC HT  -           8.166 (meters)      26.79  (feet)  COMP
 AB3371  MODELED GRAV-     979,320.0   (mgal)                       NAVD 88
 AB3371
 AB3371  VERT ORDER  -  FIRST     CLASS II
 AB3371
 AB3371.The horizontal coordinates were scaled from a topographic map and have
 AB3371.an estimated accuracy of +/- 6 seconds.
 AB3371
 AB3371.The orthometric height was determined by differential leveling
 AB3371.and adjusted by the National Geodetic Survey in July 2002..
 AB3371
 AB3371.The geoid height was determined by GEOID03.
 AB3371
 AB3371.The dynamic height is computed by dividing the NAVD 88
 AB3371.geopotential number by the normal gravity value computed on the
 AB3371.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3371.degrees latitude (g = 980.6199 gals.).
 AB3371
 AB3371.The modeled gravity was interpolated from observed gravity values.
 AB3371
 AB3371;                    North         East    Units  Estimated Accuracy
 AB3371;SPC AL W     -    25,490.      549,630.      MT  (+/- 180 meters Scaled)
 AB3371
 AB3371                          SUPERSEDED SURVEY CONTROL
 AB3371
 AB3371.No superseded survey control is available for this station.
 AB3371
 AB3371_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU015445(NAD 83)
 AB3371_MARKER: DR = REFERENCE MARK DISK
 AB3371_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB3371_SP_SET: LEDGE
 AB3371_STAMPING: FORT MORGAN 1846 NO. 3 1978
 AB3371_MARK LOGO: NGS   
 AB3371_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3371_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3371_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3371+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 AB3371
 AB3371  HISTORY     - Date     Condition        Report By
 AB3371  HISTORY     - 1978     MONUMENTED       NGS
 AB3371  HISTORY     - 19960222 GOOD             NGS
 AB3371  HISTORY     - 20030503 GOOD             USPSQD
 AB3371  HISTORY     - 20040505 GOOD             USPSQD
 AB3371  HISTORY     - 20050726 GOOD             USPSQD
 AB3371
 AB3371                          STATION DESCRIPTION
 AB3371
 AB3371'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB3371'33.6 KM (20.85 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB3371'OF STATE HIGHWAY 59 IN GULF SHORES, IN TOP OF AND 3.0 M (9.8 FT) SOUTH
 AB3371'OF THE NORTH END OF A CIRCULAR STONE LEDGE NEAR THE NORTHWEST CORNER
 AB3371'AND ON TOP OF THE INNER WALL OF FORT MORGAN, 10.3 M (33.8 FT)
 AB3371'NORTHEAST OF REFERENCE MARK 4, 9.9 M (32.5 FT) EAST OF THE NORTHWEST
 AB3371'CORNER OF THE WALL, 6.7 M (22.0 FT) ABOVE THE GROUND SURFACE, 5.8 M
 AB3371'(19.0 FT) NORTH OF TRIANGULATION STATION FORT MORGAN RESET, 3.1 M
 AB3371'(10.2 FT) SOUTH OF THE NORTH EDGE OF THE WALL, AND 0.3 M (1.0 FT)
 AB3371'ABOVE THE LEVEL OF A BRICK LEDGE MARK.
 AB3371
 AB3371                          STATION RECOVERY (2003)
 AB3371
 AB3371'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB3371'RECOVERED IN GOOD CONDITION.
 AB3371
 AB3371                          STATION RECOVERY (2004)
 AB3371
 AB3371'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB3371'RECOVERED IN GOOD CONDITION.
 AB3371
 AB3371                          STATION RECOVERY (2005)
 AB3371
 AB3371'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB3371'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AB3372 ***********************************************************************
 AB3372  DESIGNATION -  FORT MORGAN RM 4
 AB3372  PID         -  AB3372
 AB3372  STATE/COUNTY-  AL/BALDWIN
 AB3372  USGS QUAD   -  FORT MORGAN (1982)
 AB3372
 AB3372                         *CURRENT SURVEY CONTROL
 AB3372  ___________________________________________________________________
 AB3372* NAD 83(1986)-  30 13 43.     (N)    088 01 25.     (W)     SCALED    
 AB3372* NAVD 88     -         8.217  (meters)      26.96   (feet)  ADJUSTED  
 AB3372  ___________________________________________________________________
 AB3372  GEOID HEIGHT-         -27.66  (meters)                     GEOID03
 AB3372  DYNAMIC HT  -           8.206 (meters)      26.92  (feet)  COMP
 AB3372  MODELED GRAV-     979,319.9   (mgal)                       NAVD 88
 AB3372
 AB3372  VERT ORDER  -  FIRST     CLASS II
 AB3372
 AB3372.The horizontal coordinates were scaled from a topographic map and have
 AB3372.an estimated accuracy of +/- 6 seconds.
 AB3372
 AB3372.The orthometric height was determined by differential leveling
 AB3372.and adjusted by the National Geodetic Survey in July 2002..
 AB3372
 AB3372.The geoid height was determined by GEOID03.
 AB3372
 AB3372.The dynamic height is computed by dividing the NAVD 88
 AB3372.geopotential number by the normal gravity value computed on the
 AB3372.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 AB3372.degrees latitude (g = 980.6199 gals.).
 AB3372
 AB3372.The modeled gravity was interpolated from observed gravity values.
 AB3372
 AB3372;                    North         East    Units  Estimated Accuracy
 AB3372;SPC AL W     -    25,460.      549,600.      MT  (+/- 180 meters Scaled)
 AB3372
 AB3372                          SUPERSEDED SURVEY CONTROL
 AB3372
 AB3372.No superseded survey control is available for this station.
 AB3372
 AB3372_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU015445(NAD 83)
 AB3372_MARKER: DR = REFERENCE MARK DISK
 AB3372_SETTING: 30 = SET IN A LIGHT STRUCTURE
 AB3372_SP_SET: LEDGE
 AB3372_STAMPING: FORT MORGAN 1846 NO. 4 1978
 AB3372_MARK LOGO: NGS   
 AB3372_MAGNETIC: N = NO MAGNETIC MATERIAL
 AB3372_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 AB3372_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 AB3372+SATELLITE: SATELLITE OBSERVATIONS - July 26, 2005
 AB3372
 AB3372  HISTORY     - Date     Condition        Report By
 AB3372  HISTORY     - 1978     MONUMENTED       NGS
 AB3372  HISTORY     - 19960222 GOOD             NGS
 AB3372  HISTORY     - 20030505 GOOD             USPSQD
 AB3372  HISTORY     - 20040507 GOOD             USPSQD
 AB3372  HISTORY     - 20050726 GOOD             USPSQD
 AB3372
 AB3372                          STATION DESCRIPTION
 AB3372
 AB3372'DESCRIBED BY NATIONAL GEODETIC SURVEY 1996 (GAS)
 AB3372'33.6 KM (20.85 MI) WESTERLY ALONG STATE HIGHWAY 180 FROM THE JUNCTION
 AB3372'OF STATE HIGHWAY 59 IN GULF SHORES, IN TOP OF AND 1.4 M (4.6 FT) EAST
 AB3372'OF THE WEST END OF A CIRCULAR STONE LEDGE NEAR THE NORTHWEST CORNER
 AB3372'AND ON TOP OF THE INNER WALL OF FORT MORGAN, 10.3 M (33.8 FT)
 AB3372'SOUTHWEST OF REFERENCE MARK 3, 7.7 M (25.3 FT) SOUTH OF THE NORTHWEST
 AB3372'CORNER OF THE WALL, 6.7 M (22.0 FT) ABOVE THE GROUND SURFACE, 6.5 M
 AB3372'(21.3 FT) WEST OF TRIANGULATION STATION FORT MORGAN RESET, 2.4 M (7.9
 AB3372'FT) EAST OF THE WEST EDGE OF THE WALL, AND 0.3 M (1.0 FT) ABOVE THE
 AB3372'LEVEL OF A BRICK LEDGE MARK.
 AB3372
 AB3372                          STATION RECOVERY (2003)
 AB3372
 AB3372'RECOVERY NOTE BY US POWER SQUADRON 2003 (RLR)
 AB3372'RECOVERED IN GOOD CONDITION.
 AB3372
 AB3372                          STATION RECOVERY (2004)
 AB3372
 AB3372'RECOVERY NOTE BY US POWER SQUADRON 2004 (RLR)
 AB3372'RECOVERED IN GOOD CONDITION.
 AB3372
 AB3372                          STATION RECOVERY (2005)
 AB3372
 AB3372'RECOVERY NOTE BY US POWER SQUADRON 2005 (RLR)
 AB3372'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1200 ***********************************************************************
 EE1200  DESIGNATION -  FORT PAYNE
 EE1200  PID         -  EE1200
 EE1200  STATE/COUNTY-  AL/DE KALB
 EE1200  USGS QUAD   -  FORT PAYNE (1983)
 EE1200
 EE1200                         *CURRENT SURVEY CONTROL
 EE1200  ___________________________________________________________________
 EE1200* NAD 83(1986)-  34 26 22.     (N)    085 43 27.     (W)     SCALED    
 EE1200* NAVD 88     -       277.105  (meters)     909.14   (feet)  ADJUSTED  
 EE1200  ___________________________________________________________________
 EE1200  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 EE1200  DYNAMIC HT  -         276.819 (meters)     908.20  (feet)  COMP
 EE1200  MODELED GRAV-     979,596.5   (mgal)                       NAVD 88
 EE1200
 EE1200  VERT ORDER  -  SECOND    CLASS 0
 EE1200
 EE1200.The horizontal coordinates were scaled from a topographic map and have
 EE1200.an estimated accuracy of +/- 6 seconds.
 EE1200
 EE1200.The orthometric height was determined by differential leveling
 EE1200.and adjusted by the National Geodetic Survey in June 1991..
 EE1200
 EE1200.The geoid height was determined by GEOID03.
 EE1200
 EE1200.The dynamic height is computed by dividing the NAVD 88
 EE1200.geopotential number by the normal gravity value computed on the
 EE1200.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1200.degrees latitude (g = 980.6199 gals.).
 EE1200
 EE1200.The modeled gravity was interpolated from observed gravity values.
 EE1200
 EE1200;                    North         East    Units  Estimated Accuracy
 EE1200;SPC AL E     -   436,850.      210,030.      MT  (+/- 180 meters Scaled)
 EE1200
 EE1200                          SUPERSEDED SURVEY CONTROL
 EE1200
 EE1200  NGVD 29 (??/??/92)  277.103  (m)          909.13   (f) ADJ UNCH    2 0
 EE1200
 EE1200.Superseded values are not recommended for survey control.
 EE1200.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1200.See file dsdata.txt to determine how the superseded data were derived.
 EE1200
 EE1200_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD172116(NAD 83)
 EE1200_MARKER: DB = BENCH MARK DISK
 EE1200_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1200_SP_SET: BUILDING WALL
 EE1200_STAMPING: FORT PAYNE 1934 909.129
 EE1200_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1200
 EE1200  HISTORY     - Date     Condition        Report By
 EE1200  HISTORY     - 1934     MONUMENTED       CGS
 EE1200  HISTORY     - 1963     GOOD             NGS
 EE1200
 EE1200                          STATION DESCRIPTION
 EE1200
 EE1200'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE1200'IN FORT PAYNE.
 EE1200'AT THE MORE NORTHEASTERN CORNER OF THE TWO OR THREE MAIN CORNERS
 EE1200'IN THE HEART OF THE BUSINESS DISTRICT OF FORT PAYNE, ON GAULT
 EE1200'AVENUE WHICH IS THE MAIN NE-SW STREET AND PRESENT ROUTE OF NO. 11
 EE1200'U.S. HWY., TWO BLOCKS NE OF THE POST OFFICE, IN THE SE WALL OF
 EE1200'THE BRICK BUILDING OF STATE NATIONAL BANK, 3 FEET NE OF THE S
 EE1200'CORNER OF SAME, ON THE NW SIDE OF THE AVENUE AND NE SIDE OF THE
 EE1200'CROSS STREET, SET IN A DRILL HOLE 2.7 FEET ABOVE THE CONCRETE
 EE1200'SIDEWALK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3461 ***********************************************************************
 DG3461  DESIGNATION -  FORT WORTH ATLANTA AWY BCN 72
 DG3461  PID         -  DG3461
 DG3461  STATE/COUNTY-  AL/CLEBURNE
 DG3461  USGS QUAD   -  FRUITHURST (1980)
 DG3461
 DG3461                         *CURRENT SURVEY CONTROL
 DG3461  ___________________________________________________________________
 DG3461* NAD 83(1992)-  33 38 25.03037(N)    085 27 37.68852(W)     ADJUSTED  
 DG3461* NAVD 88     -                                                        
 DG3461  ___________________________________________________________________
 DG3461  LAPLACE CORR-          -1.14  (seconds)                    DEFLEC99
 DG3461  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG3461
 DG3461  HORZ ORDER  -  THIRD
 DG3461
 DG3461.The horizontal coordinates were established by classical geodetic methods
 DG3461.and adjusted by the National Geodetic Survey in September 1997..
 DG3461
 DG3461
 DG3461.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3461
 DG3461.The geoid height was determined by GEOID03.
 DG3461
 DG3461;                    North         East     Units Scale Factor Converg.
 DG3461;SPC AL E     -   348,268.987   234,590.219   MT  0.99997474   +0 12 23.6
 DG3461;SPC GA W     -   404,359.308   579,978.910   MT  1.00007754   -0 43 00.6
 DG3461;SPC GA W     - 1,326,635.50  1,902,814.14   sFT  1.00007754   -0 43 00.6
 DG3461;UTM  16      - 3,723,335.574   642,775.507   MT  0.99985131   +0 51 10.8
 DG3461
 DG3461                          SUPERSEDED SURVEY CONTROL
 DG3461
 DG3461  NAD 83(1992)-  33 38 25.03133(N)    085 27 37.68883(W) AD(       ) 4
 DG3461  NAD 83(1986)-  33 38 25.03497(N)    085 27 37.68263(W) AD(       ) 4
 DG3461  NAD 27      -  33 38 24.64700(N)    085 27 37.85100(W) AD(       ) 3
 DG3461
 DG3461.Superseded values are not recommended for survey control.
 DG3461.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3461.See file dsdata.txt to determine how the superseded data were derived.
 DG3461
 DG3461_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC4277623336(NAD 83)
 DG3461_MARKER: 22 = AIRWAY BEACON
 DG3461
 DG3461  HISTORY     - Date     Condition        Report By
 DG3461  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3461
 DG3461                          STATION DESCRIPTION
 DG3461
 DG3461'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3461'THIS IS THE BEACON ABOUT 7 MILES E OF HEFLIN, ALABAMA.  IT IS
 DG3461'THE USUAL 4-LEGGED STEEL TOWER ABOUT 50 FEET HIGH WITH ROTATING
 DG3461'BEACON ON THE TOP.  THE BEACON WAS NOT VISITED.  AN INTERSECTION
 DG3461'STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3612 ***********************************************************************
 DG3612  DESIGNATION -  FORT WORTH ATLANTA AWY BCN 71
 DG3612  PID         -  DG3612
 DG3612  STATE/COUNTY-  AL/CLEBURNE
 DG3612  USGS QUAD   -  CHOCCOLOCCO (1983)
 DG3612
 DG3612                         *CURRENT SURVEY CONTROL
 DG3612  ___________________________________________________________________
 DG3612* NAD 83(1992)-  33 38 33.12293(N)    085 38 05.82311(W)     ADJUSTED  
 DG3612* NAVD 88     -                                                        
 DG3612  ___________________________________________________________________
 DG3612  LAPLACE CORR-           0.17  (seconds)                    DEFLEC99
 DG3612  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG3612
 DG3612  HORZ ORDER  -  THIRD
 DG3612
 DG3612.The horizontal coordinates were established by classical geodetic methods
 DG3612.and adjusted by the National Geodetic Survey in September 1997..
 DG3612
 DG3612
 DG3612.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3612
 DG3612.The geoid height was determined by GEOID03.
 DG3612
 DG3612;                    North         East     Units Scale Factor Converg.
 DG3612;SPC AL E     -   348,473.608   218,403.213   MT  0.99996417   +0 06 35.7
 DG3612;SPC GA W     -   404,824.837   563,795.142   MT  1.00012864   -0 48 48.8
 DG3612;SPC GA W     - 1,328,162.82  1,849,717.90   sFT  1.00012864   -0 48 48.8
 DG3612;UTM  16      - 3,723,357.551   626,589.571   MT  0.99979756   +0 45 22.9
 DG3612
 DG3612                          SUPERSEDED SURVEY CONTROL
 DG3612
 DG3612  NAD 83(1992)-  33 38 33.12332(N)    085 38 05.82362(W) AD(       ) 4
 DG3612  NAD 83(1986)-  33 38 33.12737(N)    085 38 05.81725(W) AD(       ) 4
 DG3612  NAD 27      -  33 38 32.74500(N)    085 38 05.96000(W) AD(       ) 3
 DG3612
 DG3612.Superseded values are not recommended for survey control.
 DG3612.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3612.See file dsdata.txt to determine how the superseded data were derived.
 DG3612
 DG3612_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC2659023358(NAD 83)
 DG3612_MARKER: 22 = AIRWAY BEACON
 DG3612
 DG3612  HISTORY     - Date     Condition        Report By
 DG3612  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3612
 DG3612                          STATION DESCRIPTION
 DG3612
 DG3612'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3612'THIS IS THE BEACON ABOUT 2 MILES W OF HEFLIN, ALABAMA.  IT IS
 DG3612'THE USUAL 4-LEGGED STEEL TOWER ABOUT 50 FEET HIGH WITH
 DG3612'ROTATING BEACON ON THE TOP.  THE BEACON WAS NOT VISITED.  AN
 DG3612'INTERSECTION STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG3626 ***********************************************************************
 DG3626  DESIGNATION -  FORT WORTH ATLANTA AWY BCN 70B
 DG3626  PID         -  DG3626
 DG3626  STATE/COUNTY-  AL/TALLADEGA
 DG3626  USGS QUAD   -  OXFORD (1983)
 DG3626
 DG3626                         *CURRENT SURVEY CONTROL
 DG3626  ___________________________________________________________________
 DG3626* NAD 83(1992)-  33 34 16.65560(N)    085 50 42.30045(W)     ADJUSTED  
 DG3626* NAVD 88     -                                                        
 DG3626  ___________________________________________________________________
 DG3626  LAPLACE CORR-           0.58  (seconds)                    DEFLEC99
 DG3626  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG3626
 DG3626  HORZ ORDER  -  THIRD
 DG3626
 DG3626.The horizontal coordinates were established by classical geodetic methods
 DG3626.and adjusted by the National Geodetic Survey in December 1992..
 DG3626
 DG3626
 DG3626.The Laplace correction was computed from DEFLEC99 derived deflections.
 DG3626
 DG3626.The geoid height was determined by GEOID03.
 DG3626
 DG3626;                    North         East     Units Scale Factor Converg.
 DG3626;SPC AL E     -   340,554.626   198,909.088   MT  0.99996001   -0 00 23.4
 DG3626;UTM  16      - 3,715,220.912   607,189.678   MT  0.99974165   +0 38 19.3
 DG3626
 DG3626                          SUPERSEDED SURVEY CONTROL
 DG3626
 DG3626  NAD 83(1986)-  33 34 16.66056(N)    085 50 42.29518(W) AD(       ) 4
 DG3626  NAD 27      -  33 34 16.28000(N)    085 50 42.42300(W) AD(       ) 3
 DG3626
 DG3626.Superseded values are not recommended for survey control.
 DG3626.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG3626.See file dsdata.txt to determine how the superseded data were derived.
 DG3626
 DG3626_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC0719015221(NAD 83)
 DG3626_MARKER: 22 = AIRWAY BEACON
 DG3626
 DG3626  HISTORY     - Date     Condition        Report By
 DG3626  HISTORY     - 1941     FIRST OBSERVED   CGS
 DG3626  HISTORY     - 1961     GOOD             CGS
 DG3626  HISTORY     - 1965     GOOD             CGS
 DG3626  HISTORY     - 1980     GOOD             NGS
 DG3626
 DG3626                          STATION DESCRIPTION
 DG3626
 DG3626'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DG3626'THIS INTERSECTION STATION IS THE REVOLVING LIGHT ON THE STEEL
 DG3626'TOWER OF AIRWAY BEACON NO.70B OF THE FORT WORTH, TEXAS TO ATLANTA,
 DG3626'GEORGIA, AIR COURSE.
 DG3626'
 DG3626'IT IS LOCATED ABOUT 2 MILES S OF OXFORD, ON THE HIGHEST POINT OF
 DG3626'BROCK MOUNTAIN.
 DG3626
 DG3626                          STATION RECOVERY (1961)
 DG3626
 DG3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1961 (RRP)
 DG3626'THE LIGHT HAS BEEN REMOVED FROM ITS POSITION ATOP THE TOWER.  A
 DG3626'SMALLER LIGHT APPEARS TO HAVE BEEN FASTENED TO THE HAND
 DG3626'RAIL OF THE PLATFORM ATOP THE TOWER.
 DG3626
 DG3626                          STATION RECOVERY (1965)
 DG3626
 DG3626'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1965 (EP)
 DG3626'STATION RECOVERED IN GOOD CONDITION.  THE PREVIOUS DESCRIPTION
 DG3626'IS ADEQUATE FOR RECOVERY.  THIS STATION IS NO LONGER CONSIDERED AN
 DG3626'AIRWAY BEACON AND IS NOW USED AS AN OBSTRUCTION LIGHTED TOWER.
 DG3626
 DG3626                          STATION RECOVERY (1980)
 DG3626
 DG3626'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980 (RMM)
 DG3626'RECOVERED AS DESCRIBED IN GOOD CONDITION.
 DG3626'
 DG3626'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--TWO MILES
 DG3626'SOUTH OF OXFORD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2430 ***********************************************************************
 DH2430  DESIGNATION -  FORT WORTH ATLANTA AWY BCN 68
 DH2430  PID         -  DH2430
 DH2430  STATE/COUNTY-  AL/TALLADEGA
 DH2430  USGS QUAD   -  EASTABOGA (1972)
 DH2430
 DH2430                         *CURRENT SURVEY CONTROL
 DH2430  ___________________________________________________________________
 DH2430* NAD 83(1992)-  33 34 23.06170(N)    086 04 28.45937(W)     ADJUSTED  
 DH2430* NAVD 88     -                                                        
 DH2430  ___________________________________________________________________
 DH2430  LAPLACE CORR-           1.02  (seconds)                    DEFLEC99
 DH2430  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DH2430
 DH2430  HORZ ORDER  -  THIRD
 DH2430
 DH2430.The horizontal coordinates were established by classical geodetic methods
 DH2430.and adjusted by the National Geodetic Survey in December 1992..
 DH2430
 DH2430
 DH2430.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2430
 DH2430.The geoid height was determined by GEOID03.
 DH2430
 DH2430;                    North         East     Units Scale Factor Converg.
 DH2430;SPC AL E     -   340,778.000   177,603.208   MT  0.99996618   -0 08 00.3
 DH2430;UTM  16      - 3,715,204.359   585,887.892   MT  0.99969094   +0 30 42.5
 DH2430
 DH2430                          SUPERSEDED SURVEY CONTROL
 DH2430
 DH2430  NAD 83(1986)-  33 34 23.06796(N)    086 04 28.45399(W) AD(       ) 4
 DH2430  NAD 27      -  33 34 22.69300(N)    086 04 28.56600(W) AD(       ) 3
 DH2430
 DH2430.Superseded values are not recommended for survey control.
 DH2430.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2430.See file dsdata.txt to determine how the superseded data were derived.
 DH2430
 DH2430_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8588815204(NAD 83)
 DH2430_MARKER: 22 = AIRWAY BEACON
 DH2430
 DH2430  HISTORY     - Date     Condition        Report By
 DH2430  HISTORY     - 1941     FIRST OBSERVED   CGS
 DH2430  HISTORY     - 1957     GOOD             CGS
 DH2430
 DH2430                          STATION DESCRIPTION
 DH2430
 DH2430'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DH2430'THIS INTERSECTION STATION IS THE BEACON ABOUT 9 MILES NNE OF
 DH2430'TALLADEGA.  IT IS THE USUAL FOUR-LEGGED STEEL TOWER ABOUT 50
 DH2430'FEET HIGH WITH ROTATING BEACON ON TOP.  THE BEACON WAS NOT
 DH2430'VISITED.
 DH2430
 DH2430                          STATION RECOVERY (1957)
 DH2430
 DH2430'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1957 (LFV)
 DH2430'INTERSECTION STATION RECOVERED WAS AIRWAY BEACON AT CAA SITE
 DH2430'FWA 68 LOCATED ABOUT 9 MILES NORTH-NORTHEAST OF TALLADEGA
 DH2430'NEAR THE NORTHWEST CORNER OF TALLADEGA MUNICIPAL AIRPORT.
 DH2430'
 DH2430'A STANDARD CAA ROTATING AIRWAY BEACON ABOUT 50 FEET HIGH AND
 DH2430'SUPPORTED BY FOUR STEEL LEGS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2490 ***********************************************************************
 DH2490  DESIGNATION -  FORT WORTH ATLANTA AWY BCN 63
 DH2490  PID         -  DH2490
 DH2490  STATE/COUNTY-  AL/JEFFERSON
 DH2490  USGS QUAD   -  BESSEMER (1988)
 DH2490
 DH2490                         *CURRENT SURVEY CONTROL
 DH2490  ___________________________________________________________________
 DH2490* NAD 83(1992)-  33 29 05.25836(N)    086 57 34.08299(W)     ADJUSTED  
 DH2490* NAVD 88     -                                                        
 DH2490  ___________________________________________________________________
 DH2490  LAPLACE CORR-          -1.02  (seconds)                    DEFLEC99
 DH2490  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH2490
 DH2490  HORZ ORDER  -  THIRD
 DH2490
 DH2490.The horizontal coordinates were established by classical geodetic methods
 DH2490.and adjusted by the National Geodetic Survey in December 1992..
 DH2490
 DH2490
 DH2490.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2490
 DH2490.The geoid height was determined by GEOID03.
 DH2490
 DH2490;                    North         East     Units Scale Factor Converg.
 DH2490;SPC AL W     -   386,507.528   650,233.380   MT  0.99996443   +0 17 53.6
 DH2490;UTM  16      - 3,705,034.082   503,765.535   MT  0.99960017   +0 01 20.5
 DH2490
 DH2490                          SUPERSEDED SURVEY CONTROL
 DH2490
 DH2490  NAD 83(1986)-  33 29 05.26263(N)    086 57 34.09204(W) AD(       ) 4
 DH2490  NAD 27      -  33 29 04.87300(N)    086 57 34.12600(W) AD(       ) 3
 DH2490
 DH2490.Superseded values are not recommended for survey control.
 DH2490.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2490.See file dsdata.txt to determine how the superseded data were derived.
 DH2490
 DH2490_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC0376605034(NAD 83)
 DH2490_MARKER: 22 = AIRWAY BEACON
 DH2490
 DH2490  HISTORY     - Date     Condition        Report By
 DH2490  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2490
 DH2490                          STATION DESCRIPTION
 DH2490
 DH2490'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2498 ***********************************************************************
 DH2498  DESIGNATION -  FORT WORTH ATLANTA AWY BCN 66
 DH2498  PID         -  DH2498
 DH2498  STATE/COUNTY-  AL/BLOUNT
 DH2498  USGS QUAD   -  LEEDS (1978)
 DH2498
 DH2498                         *CURRENT SURVEY CONTROL
 DH2498  ___________________________________________________________________
 DH2498* NAD 83(1992)-  33 32 38.99104(N)    086 30 09.80100(W)     ADJUSTED  
 DH2498* NAVD 88     -                                                        
 DH2498  ___________________________________________________________________
 DH2498  LAPLACE CORR-           0.57  (seconds)                    DEFLEC99
 DH2498  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH2498
 DH2498  HORZ ORDER  -  THIRD
 DH2498
 DH2498.The horizontal coordinates were established by classical geodetic methods
 DH2498.and adjusted by the National Geodetic Survey in December 1992..
 DH2498
 DH2498
 DH2498.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2498
 DH2498.The geoid height was determined by GEOID03.
 DH2498
 DH2498;                    North         East     Units Scale Factor Converg.
 DH2498;SPC AL W     -   393,406.752   692,618.137   MT  1.00003905   +0 33 04.0
 DH2498;UTM  16      - 3,711,726.384   546,166.565   MT  0.99962628   +0 16 29.2
 DH2498
 DH2498                          SUPERSEDED SURVEY CONTROL
 DH2498
 DH2498  NAD 83(1986)-  33 32 39.00618(N)    086 30 09.79824(W) AD(       ) 4
 DH2498  NAD 27      -  33 32 38.64000(N)    086 30 09.87000(W) AD(       ) 3
 DH2498
 DH2498.Superseded values are not recommended for survey control.
 DH2498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2498.See file dsdata.txt to determine how the superseded data were derived.
 DH2498
 DH2498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC4616711726(NAD 83)
 DH2498_MARKER: 22 = AIRWAY BEACON
 DH2498
 DH2498  HISTORY     - Date     Condition        Report By
 DH2498  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2498
 DH2498                          STATION DESCRIPTION
 DH2498
 DH2498'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2499 ***********************************************************************
 DH2499  DESIGNATION -  FORT WORTH ATLANTA AWY BCN 65
 DH2499  PID         -  DH2499
 DH2499  STATE/COUNTY-  AL/JEFFERSON
 DH2499  USGS QUAD   -  IRONDALE (1978)
 DH2499
 DH2499                         *CURRENT SURVEY CONTROL
 DH2499  ___________________________________________________________________
 DH2499* NAD 83(1992)-  33 32 12.91400(N)    086 40 04.27897(W)     ADJUSTED  
 DH2499* NAVD 88     -                                                        
 DH2499  ___________________________________________________________________
 DH2499  LAPLACE CORR-          -0.57  (seconds)                    DEFLEC99
 DH2499  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH2499
 DH2499  HORZ ORDER  -  THIRD
 DH2499
 DH2499.The horizontal coordinates were established by classical geodetic methods
 DH2499.and adjusted by the National Geodetic Survey in December 1992..
 DH2499
 DH2499
 DH2499.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2499
 DH2499.The geoid height was determined by GEOID03.
 DH2499
 DH2499;                    North         East     Units Scale Factor Converg.
 DH2499;SPC AL W     -   392,468.045   677,288.077   MT  1.00000695   +0 27 35.1
 DH2499;SPC AL E     -   337,054.168   122,489.059   MT  1.00003404   -0 27 39.9
 DH2499;UTM  16      - 3,710,861.962   530,838.352   MT  0.99961172   +0 11 00.6
 DH2499
 DH2499                          SUPERSEDED SURVEY CONTROL
 DH2499
 DH2499  NAD 83(1986)-  33 32 12.92524(N)    086 40 04.28127(W) AD(       ) 4
 DH2499  NAD 27      -  33 32 12.55300(N)    086 40 04.33200(W) AD(       ) 3
 DH2499
 DH2499.Superseded values are not recommended for survey control.
 DH2499.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2499.See file dsdata.txt to determine how the superseded data were derived.
 DH2499
 DH2499_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC3083810862(NAD 83)
 DH2499_MARKER: 22 = AIRWAY BEACON
 DH2499
 DH2499  HISTORY     - Date     Condition        Report By
 DH2499  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2499
 DH2499                          STATION DESCRIPTION
 DH2499
 DH2499'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2502 ***********************************************************************
 DH2502  DESIGNATION -  FORT WORTH ATLANTA AWY BCN RED
 DH2502  PID         -  DH2502
 DH2502  STATE/COUNTY-  AL/BLOUNT
 DH2502  USGS QUAD   -  IRONDALE (1978)
 DH2502
 DH2502                         *CURRENT SURVEY CONTROL
 DH2502  ___________________________________________________________________
 DH2502* NAD 83(1992)-  33 32 42.57234(N)    086 42 59.85868(W)     ADJUSTED  
 DH2502* NAVD 88     -                                                        
 DH2502  ___________________________________________________________________
 DH2502  LAPLACE CORR-          -0.11  (seconds)                    DEFLEC99
 DH2502  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH2502
 DH2502  HORZ ORDER  -  THIRD
 DH2502
 DH2502.The horizontal coordinates were established by classical geodetic methods
 DH2502.and adjusted by the National Geodetic Survey in December 1992..
 DH2502
 DH2502
 DH2502.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2502
 DH2502.The geoid height was determined by GEOID03.
 DH2502
 DH2502;                    North         East     Units Scale Factor Converg.
 DH2502;SPC AL W     -   393,346.490   672,751.193   MT  0.99999856   +0 25 58.5
 DH2502;UTM  16      - 3,711,761.921   526,307.536   MT  0.99960853   +0 09 23.7
 DH2502
 DH2502                          SUPERSEDED SURVEY CONTROL
 DH2502
 DH2502  NAD 83(1986)-  33 32 42.58283(N)    086 42 59.86373(W) AD(       ) 4
 DH2502  NAD 27      -  33 32 42.21000(N)    086 42 59.91000(W) AD(       ) 3
 DH2502
 DH2502.Superseded values are not recommended for survey control.
 DH2502.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2502.See file dsdata.txt to determine how the superseded data were derived.
 DH2502
 DH2502_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC2630811762(NAD 83)
 DH2502_MARKER: 22 = AIRWAY BEACON
 DH2502
 DH2502  HISTORY     - Date     Condition        Report By
 DH2502  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2502
 DH2502                          STATION DESCRIPTION
 DH2502
 DH2502'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2507 ***********************************************************************
 DH2507  DESIGNATION -  FORT WORTH ATLANTA AWY BCN 62
 DH2507  PID         -  DH2507
 DH2507  STATE/COUNTY-  AL/JEFFERSON
 DH2507  USGS QUAD   -  CONCORD (1979)
 DH2507
 DH2507                         *CURRENT SURVEY CONTROL
 DH2507  ___________________________________________________________________
 DH2507* NAD 83(1992)-  33 25 43.91432(N)    087 07 10.26037(W)     ADJUSTED  
 DH2507* NAVD 88     -                                                        
 DH2507  ___________________________________________________________________
 DH2507  LAPLACE CORR-          -1.12  (seconds)                    DEFLEC99
 DH2507  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH2507
 DH2507  HORZ ORDER  -  THIRD
 DH2507
 DH2507.The horizontal coordinates were established by classical geodetic methods
 DH2507.and adjusted by the National Geodetic Survey in December 1992..
 DH2507
 DH2507
 DH2507.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2507
 DH2507.The geoid height was determined by GEOID03.
 DH2507
 DH2507;                    North         East     Units Scale Factor Converg.
 DH2507;SPC AL W     -   380,238.709   635,382.104   MT  0.99994876   +0 12 34.6
 DH2507;UTM  16      - 3,698,838.992   488,889.565   MT  0.99960152   -0 03 57.0
 DH2507
 DH2507                          SUPERSEDED SURVEY CONTROL
 DH2507
 DH2507  NAD 83(1986)-  33 25 43.91710(N)    087 07 10.26479(W) AD(       ) 4
 DH2507  NAD 27      -  33 25 43.52300(N)    087 07 10.27900(W) AD(       ) 3
 DH2507
 DH2507.Superseded values are not recommended for survey control.
 DH2507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2507.See file dsdata.txt to determine how the superseded data were derived.
 DH2507
 DH2507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8889098839(NAD 83)
 DH2507_MARKER: 22 = AIRWAY BEACON
 DH2507
 DH2507  HISTORY     - Date     Condition        Report By
 DH2507  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2507
 DH2507                          STATION DESCRIPTION
 DH2507
 DH2507'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2567 ***********************************************************************
 DH2567  DESIGNATION -  FORT WORTH ATLANTA AWY BCN 60
 DH2567  PID         -  DH2567
 DH2567  STATE/COUNTY-  AL/TUSCALOOSA
 DH2567  USGS QUAD   -  LAKE NICOL (1974)
 DH2567
 DH2567                         *CURRENT SURVEY CONTROL
 DH2567  ___________________________________________________________________
 DH2567* NAD 83(1992)-  33 17 18.13768(N)    087 27 32.40155(W)     ADJUSTED  
 DH2567* NAVD 88     -                                                        
 DH2567  ___________________________________________________________________
 DH2567  LAPLACE CORR-          -1.17  (seconds)                    DEFLEC99
 DH2567  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DH2567
 DH2567  HORZ ORDER  -  THIRD
 DH2567
 DH2567.The horizontal coordinates were established by classical geodetic methods
 DH2567.and adjusted by the National Geodetic Survey in December 1992..
 DH2567
 DH2567
 DH2567.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2567
 DH2567.The geoid height was determined by GEOID03.
 DH2567
 DH2567;                    North         East     Units Scale Factor Converg.
 DH2567;SPC AL W     -   364,593.521   603,818.774   MT  0.99993351   +0 01 21.0
 DH2567;UTM  16      - 3,683,350.544   457,261.937   MT  0.99962252   -0 15 06.9
 DH2567
 DH2567                          SUPERSEDED SURVEY CONTROL
 DH2567
 DH2567  NAD 83(1986)-  33 17 18.14323(N)    087 27 32.40468(W) AD(       ) 4
 DH2567  NAD 27      -  33 17 17.72300(N)    087 27 32.38800(W) AD(       ) 3
 DH2567
 DH2567.Superseded values are not recommended for survey control.
 DH2567.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2567.See file dsdata.txt to determine how the superseded data were derived.
 DH2567
 DH2567_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5726283351(NAD 83)
 DH2567_MARKER: 22 = AIRWAY BEACON
 DH2567
 DH2567  HISTORY     - Date     Condition        Report By
 DH2567  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2567
 DH2567                          STATION DESCRIPTION
 DH2567
 DH2567'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2620 ***********************************************************************
 DH2620  DESIGNATION -  FORT WORTH ATLANTA AWY BCN 58
 DH2620  PID         -  DH2620
 DH2620  STATE/COUNTY-  AL/TUSCALOOSA
 DH2620  USGS QUAD   -  COKER (1978)
 DH2620
 DH2620                         *CURRENT SURVEY CONTROL
 DH2620  ___________________________________________________________________
 DH2620* NAD 83(1992)-  33 07 30.73734(N)    087 44 23.21652(W)     ADJUSTED  
 DH2620* NAVD 88     -                                                        
 DH2620  ___________________________________________________________________
 DH2620  LAPLACE CORR-          -0.54  (seconds)                    DEFLEC99
 DH2620  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH2620
 DH2620  HORZ ORDER  -  THIRD
 DH2620
 DH2620.The horizontal coordinates were established by classical geodetic methods
 DH2620.and adjusted by the National Geodetic Survey in December 1992..
 DH2620
 DH2620
 DH2620.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2620
 DH2620.The geoid height was determined by GEOID03.
 DH2620
 DH2620;                    North         East     Units Scale Factor Converg.
 DH2620;SPC AL W     -   346,523.042   577,624.736   MT  0.99993950   -0 07 51.7
 DH2620;UTM  16      - 3,665,410.772   430,989.608   MT  0.99965872   -0 24 15.4
 DH2620
 DH2620                          SUPERSEDED SURVEY CONTROL
 DH2620
 DH2620  NAD 83(1986)-  33 07 30.74272(N)    087 44 23.21989(W) AD(       ) 4
 DH2620  NAD 27      -  33 07 30.30500(N)    087 44 23.18100(W) AD(       ) 3
 DH2620
 DH2620.Superseded values are not recommended for survey control.
 DH2620.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2620.See file dsdata.txt to determine how the superseded data were derived.
 DH2620
 DH2620_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3099065411(NAD 83)
 DH2620_MARKER: 22 = AIRWAY BEACON
 DH2620
 DH2620  HISTORY     - Date     Condition        Report By
 DH2620  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2620
 DH2620                          STATION DESCRIPTION
 DH2620
 DH2620'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2618 ***********************************************************************
 DH2618  DESIGNATION -  FOSTERS
 DH2618  PID         -  DH2618
 DH2618  STATE/COUNTY-  AL/TUSCALOOSA
 DH2618  USGS QUAD   -  FOSTERS (1978)
 DH2618
 DH2618                         *CURRENT SURVEY CONTROL
 DH2618  ___________________________________________________________________
 DH2618* NAD 83(1992)-  33 07 02.60532(N)    087 39 50.13468(W)     ADJUSTED  
 DH2618* NAVD 88     -        64.     (meters)     210.     (feet)  SCALED    
 DH2618  ___________________________________________________________________
 DH2618  LAPLACE CORR-          -0.91  (seconds)                    DEFLEC99
 DH2618  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH2618
 DH2618  HORZ ORDER  -  THIRD
 DH2618
 DH2618.The horizontal coordinates were established by classical geodetic methods
 DH2618.and adjusted by the National Geodetic Survey in December 1992..
 DH2618
 DH2618.The orthometric height was scaled from a topographic map.
 DH2618
 DH2618.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2618
 DH2618.The geoid height was determined by GEOID03.
 DH2618
 DH2618;                    North         East     Units Scale Factor Converg.
 DH2618;SPC AL W     -   345,642.796   584,701.891   MT  0.99993622   -0 05 22.4
 DH2618;UTM  16      - 3,664,497.049   438,060.471   MT  0.99964730   -0 21 45.9
 DH2618
 DH2618!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2618!SPC AL W     -   0.99999451  x   0.99993622  =   0.99993073
 DH2618!UTM  16      -   0.99999451  x   0.99964730  =   0.99964181
 DH2618
 DH2618:                Primary Azimuth Mark                     Grid Az
 DH2618:SPC AL W     -  MOUNDVILLE MUN TANK                      167 23 22.2
 DH2618:UTM  16      -  MOUNDVILLE MUN TANK                      167 39 45.7
 DH2618
 DH2618|---------------------------------------------------------------------|
 DH2618| PID    Reference Object                     Distance      Geod. Az  |
 DH2618|                                                           dddmmss.s |
 DH2618| CN3070 MOUNDVILLE MUN TANK                 APPROX.13.8 KM 1671759.8 |
 DH2618| CF9772 FOSTERS AZ MK                                      2165522.2 |
 DH2618| CF9773 FOSTERS RM 1                         22.135 METERS 22117     |
 DH2618| CF9774 FOSTERS RM 2                         23.773 METERS 30939     |
 DH2618|---------------------------------------------------------------------|
 DH2618
 DH2618                          SUPERSEDED SURVEY CONTROL
 DH2618
 DH2618  NAD 83(1986)-  33 07 02.61049(N)    087 39 50.13827(W) AD(       ) 3
 DH2618  NAD 27      -  33 07 02.17000(N)    087 39 50.10500(W) AD(       ) 3
 DH2618
 DH2618.Superseded values are not recommended for survey control.
 DH2618.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2618.See file dsdata.txt to determine how the superseded data were derived.
 DH2618
 DH2618_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB3806064497(NAD 83)
 DH2618_MARKER: DS = TRIANGULATION STATION DISK
 DH2618_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2618
 DH2618  HISTORY     - Date     Condition        Report By
 DH2618  HISTORY     - 1955     MONUMENTED       CGS
 DH2618  HISTORY     - 1973     GOOD             NGS
 DH2618
 DH2618                          STATION DESCRIPTION
 DH2618
 DH2618'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 DH2618'STATION IS LOCATED ABOUT 11 MILES SOUTHEAST OF BUHL, ABOUT 8 MILES
 DH2618'SOUTHWEST OF TUSCALOOSA, ABOUT 6 MILES WEST OF ENGLEWOOD AND ON
 DH2618'THE RIVER BLUFF AT THE SOUTH END OF FOSTERS FERRY BRIDGE OVER THE
 DH2618'BLACK WARRIOR RIVER AND ON THE NORTHWEST SIDE OF U.S. HIGHWAY 11.
 DH2618'IT IS 45 FEET WEST OF WEST SIDE OF ROAD CUT, 19 FEET SOUTH OF
 DH2618'TWELVE INCH TRIANGLE BLAZED PINE TREE AND 5 FEET SOUTHWEST OF A
 DH2618'WHITE WITNESS POST.  THE MARK IS FLUSH AND THE DISK IS
 DH2618'STAMPED FOSTERS 1955.
 DH2618'
 DH2618'REFERENCE MARK NO. 1 IS 77 FEET SOUTH OF THE WHITE WITNESS POST,
 DH2618'54 FEET WEST OF THE ROAD CUT, 25 FEET NORTHEAST OF AN 18 INCH PINE
 DH2618'TREE AND 3 FEET WEST OF A 6 INCH OAK TREE.  THE MARK PROJECTS 2
 DH2618'INCHES AND THE DISK IS STAMPED FOSTERS NO 1 1955.
 DH2618'
 DH2618'REFERENCE MARK NO. 2 IS 47 FEET NORTH OF A 30 INCH PINE TREE, 20
 DH2618'FEET SOUTH OF THE EDGE OF THE RIVER BLUFF AND 4 FEET SOUTH OF A 4
 DH2618'INCH OAK TREE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS STAMPED
 DH2618'FOSTERS NO 2 1955.
 DH2618'
 DH2618'AZIMUTH MARK IS 110 FEET NORTHWEST OF THE NORTHWEST CORNER OF A
 DH2618'CONCRETE BLOCK BUILDING, 58 FEET EAST OF THE CENTER OF U.S. HIGHWAY
 DH2618'11, 6 FEET WEST OF A 16 INCH PINE TREE AND 2 FEET NORTHWEST OF A
 DH2618'WHITE WITNESS POST.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 DH2618'STAMPED FOSTERS 1955.
 DH2618'
 DH2618'TO REACH THE AZIMUTH MARK FROM THE SOUTH END OF FOSTERS FERRY
 DH2618'BRIDGE, OVER BLACK WARRIOR RIVER, GO SOUTHWEST ON HIGHWAY 11 FOR
 DH2618'0.25 MILE TO THE MARK ON THE LEFT AS DESCRIBED.
 DH2618'
 DH2618'HEIGHT OF LIGHT ABOVE STATION MARK - 26 METERS.
 DH2618
 DH2618                          STATION RECOVERY (1973)
 DH2618
 DH2618'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973 (DLW)
 DH2618'STATION AND REFERENCE MARKS WERE RECOVERED AS DESCRIBED IN HORIZONTAL
 DH2618'CONTROL DATA SUPPLIMENT DATED OCTOBER 1968, REVISED MAY 1969.  QUAD
 DH2618'330873, LISTED AS STATION NUMBER 1009.
 DH2618'
 DH2618'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--8 MILES SOUTHWEST
 DH2618'OF TUSCALOOSA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0856 ***********************************************************************
 BU0856  DESIGNATION -  FOUNTAIN
 BU0856  PID         -  BU0856
 BU0856  STATE/COUNTY-  AL/MONROE
 BU0856  USGS QUAD   -  MEXIA (1986)
 BU0856
 BU0856                         *CURRENT SURVEY CONTROL
 BU0856  ___________________________________________________________________
 BU0856* NAD 83(1992)-  31 35 15.55872(N)    087 22 51.17002(W)     ADJUSTED  
 BU0856* NAVD 88     -       133.776  (meters)     438.90   (feet)  ADJUSTED  
 BU0856  ___________________________________________________________________
 BU0856  LAPLACE CORR-           0.96  (seconds)                    DEFLEC99
 BU0856  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU0856  DYNAMIC HT  -         133.612 (meters)     438.36  (feet)  COMP
 BU0856  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 BU0856
 BU0856  HORZ ORDER  -  SECOND
 BU0856  VERT ORDER  -  SECOND    CLASS 0
 BU0856
 BU0856.The horizontal coordinates were established by classical geodetic methods
 BU0856.and adjusted by the National Geodetic Survey in December 1992..
 BU0856
 BU0856.The orthometric height was determined by differential leveling
 BU0856.and adjusted by the National Geodetic Survey in June 1991..
 BU0856
 BU0856.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0856
 BU0856.The geoid height was determined by GEOID03.
 BU0856
 BU0856.The dynamic height is computed by dividing the NAVD 88
 BU0856.geopotential number by the normal gravity value computed on the
 BU0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0856.degrees latitude (g = 980.6199 gals.).
 BU0856
 BU0856.The modeled gravity was interpolated from observed gravity values.
 BU0856
 BU0856;                    North         East     Units Scale Factor Converg.
 BU0856;SPC AL W     -   176,011.343   611,305.302   MT  0.99993491   +0 03 44.6
 BU0856;UTM  16      - 3,494,794.782   463,863.602   MT  0.99961611   -0 11 58.2
 BU0856
 BU0856!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0856!SPC AL W     -   0.99998337  x   0.99993491  =   0.99991828
 BU0856!UTM  16      -   0.99998337  x   0.99961611  =   0.99959948
 BU0856
 BU0856|---------------------------------------------------------------------|
 BU0856| PID    Reference Object                     Distance      Geod. Az  |
 BU0856|                                                           dddmmss.s |
 BU0856| BU0857 FOUNTAIN RM 1                        27.051 METERS 04154     |
 BU0856| BU0855 FOUNTAIN AZ MK                                     0680147.7 |
 BU0856| BU1943 FRISCO CITY MUN TANK                APPROX.17.1 KM 1853733.5 |
 BU0856| BU0858 FOUNTAIN RM 2                        27.703 METERS 22254     |
 BU0856| BU1908 HIXON LOT                           APPROX. 5.8 KM 2540703.9 |
 BU0856|---------------------------------------------------------------------|
 BU0856
 BU0856                          SUPERSEDED SURVEY CONTROL
 BU0856
 BU0856  NAD 83(1986)-  31 35 15.57267(N)    087 22 51.17254(W) AD(       ) 2
 BU0856  NAD 27      -  31 35 14.99600(N)    087 22 51.21800(W) AD(       ) 2
 BU0856  NGVD 29 (??/??/92)  133.751  (m)          438.81   (f) ADJ UNCH    2 0
 BU0856
 BU0856.Superseded values are not recommended for survey control.
 BU0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0856.See file dsdata.txt to determine how the superseded data were derived.
 BU0856
 BU0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6386494795(NAD 83)
 BU0856_MARKER: DS = TRIANGULATION STATION DISK
 BU0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0856_STAMPING: FOUNTAIN 1944
 BU0856_MARK LOGO: CGS   
 BU0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0856+STABILITY: SURFACE MOTION
 BU0856
 BU0856  HISTORY     - Date     Condition        Report By
 BU0856  HISTORY     - 1944     MONUMENTED       CGS
 BU0856  HISTORY     - 1951     GOOD             CGS
 BU0856  HISTORY     - 1951     GOOD             NGS
 BU0856
 BU0856                          STATION DESCRIPTION
 BU0856
 BU0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU0856'STATION IS LOCATED ABOUT 5 MILES (AIR LINE) NW OF MONROEVILLE, ON
 BU0856'PROPERTY OWNED BY MR. JIM WIGGINS.  IT IS ABOUT 1/2 MILE SW OF
 BU0856'THE WIGGINS FARMHOUSE ON THE HIGHEST HILL IN THIS VICINITY.  THE
 BU0856'MARK IS SET 40.5 FEET W OF A WIRE FENCE AND 21.5 FEET E OF THE
 BU0856'CENTER LINE OF THE FARM ROAD.  IT IS STAMPED FOUNTAIN 1944.
 BU0856'
 BU0856'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BU0856'DISKS SET IN CONCRETE.
 BU0856'
 BU0856'REFERENCE MARK 1 IS 88.75 FEET NNE OF THE STATION AND 23 FEET
 BU0856'E OF THE CENTER LINE OF THE FARM ROAD.  IT IS STAMPED FOUNTAIN
 BU0856'NO 1 1944.
 BU0856'
 BU0856'REFERENCE MARK 2 IS 90.89 FEET SSW OF THE STATION AND 17 FEET E
 BU0856'OF THE CENTER LINE OF THE FARM ROAD.  IT IS STAMPED FOUNTAIN NO
 BU0856'2 1944.
 BU0856'
 BU0856'AZIMUTH MARK IS NE OF THE STATION AT THE S SIDE OF A SMALL SHACK.
 BU0856'IT IS 30 FEET SE OF THE CENTER LINE OF THE FARM ROAD AND 19.5
 BU0856'FEET E OF A WOODEN WITNESS POST.  IT IS STAMPED FOUNTAIN 1944.
 BU0856'
 BU0856'TO REACH THE STATION FROM THE NW CORNER OF THE COURTHOUSE SQUARE
 BU0856'IN MONROEVILLE, GO NW ON STATE HIGHWAY 11 (DIRT) FOR 5.75 MILES
 BU0856'TO THE TOP OF THE GRADE AND WIGGINS HOUSE ON THE LEFT.  TURN LEFT
 BU0856'ON THE FARM ROAD, PASSING THE HOUSE ON THE E SIDE, AND GO 0.15
 BU0856'MILE TO A SHACK ON THE LEFT AND AZIMUTH MARK.  CONTINUE 0.45 MILE
 BU0856'TO THE TOP OF A HILL AND STATION ON THE LEFT.
 BU0856'
 BU0856'HEIGHT OF LIGHT ABOVE STATION MARK - 30 METERS.
 BU0856
 BU0856                          STATION RECOVERY (1951)
 BU0856
 BU0856'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1951 (CS)
 BU0856'STATION IS LOCATED ABOUT 5 MILES (AIR LINE) NORTHWEST OF
 BU0856'MONROEVILLE ON PROPERTY OWNED BY MR. JIM WIGGINS, ABOUT 0.55 MILE
 BU0856'WEST OF WIGGINS FARM HOUSE, AT THE HIGHEST POINT OF A HILL, IN THE
 BU0856'EDGE OF BRUSH ALONG THE SOUTHEAST EDGE OF A LARGE CULTIVATED
 BU0856'FIELD, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 18-1/2
 BU0856'FEET SOUTH OF A CROOKED 6-INCH PINE TREE, 57 FEET EAST AND
 BU0856'ACROSS ROAD FROM AN 8-INCH PECAN TREE, 87 FEET SOUTH AND ACROSS
 BU0856'ROAD FROM A MULTIPLE CHINA BERRY TREE WHICH IS IN FIELD, 38
 BU0856'FEET NORTHWEST OF A FENCE LINE, ABOUT LEVEL WITH ROAD,
 BU0856'PROJECTS 2 INCHES AND STAMPED FOUNTAIN 1944.
 BU0856'
 BU0856'STATION, REFERENCE AND AZIMUTH MARKS ARE BRONZE DISKS SET IN
 BU0856'CONCRETE.
 BU0856'
 BU0856'REFERENCE MARK NO. 1 IS 88.75 FEET NORTHEAST OF THE STATION MARK,
 BU0856'22 FEET SOUTHEAST OF CENTER LINE OF ROAD, 65 FEET EAST AND ACROSS
 BU0856'ROAD FROM A MULTIPLE CHINA BERRY TREE WHICH IS IN FIELD, ABOUT
 BU0856'2 FEET ABOVE ROAD, PROJECTS 4 INCHES AND IS STAMPED FOUNTAIN NO
 BU0856'1 1944.
 BU0856'
 BU0856'REFERENCE MARK NO. 2 IS 90.89 FEET SOUTHWEST OF THE STATION, 18
 BU0856'FEET SOUTHEAST OF CENTER LINE OF ROAD, 66 FEET SOUTH AND ACROSS
 BU0856'ROAD FROM AND 8-INCH PECAN TREE, 24 FEET SOUTH OF A 10-INCH OAK
 BU0856'TREE, 1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET BELOW ROAD,
 BU0856'PROJECTS 2 INCHES AND STAMPED FOUNTAIN NO 2 1944.
 BU0856'
 BU0856'AZIMUTH MARK IS ABOUT 0.4 MILE EAST OF STATION ALONG THE WEST
 BU0856'SIDE OF A SMALL TENANT HOUSE, ABOUT 0.15 MILE WEST OF MR. WIGGINS
 BU0856'RESIDENCE, 27 FEET SOUTH OF THE CENTER LINE OF ROAD, 3-1/2 FEET
 BU0856'NORTH OF THE SOUTHWEST CORNER OF HOUSE, 1 FOOT WEST OF WEST WALL
 BU0856'OF HOUSE, 4 FEET EAST OF A GARDEN FENCE, ABOUT 1 FOOT ABOVE ROAD,
 BU0856'PROJECTS 2 INCHES AND STAMPED FOUNTAIN 1944.
 BU0856'
 BU0856'TO REACH STATION FROM THE COURT HOUSE AT MONROEVILLE GO ABOUT 5.45
 BU0856'MILES NORTHWEST ALONG STATE HIGHWAY 11 TO MR. JIM WIGGINS HOUSE
 BU0856'ON LEFT AND JUNCTION OF A FARM ROAD WEST, THENCE ABOUT 0.15
 BU0856'MILE WEST ALONG FARM ROAD TO A SMALL TENANT HOUSE AND AZIMUTH MARK
 BU0856'ON LEFT, THENCE ABOUT 0.4 MILE WEST ALONG FARM ROAD TO HIGHEST
 BU0856'POINT OF A HILL AND STATION ON LEFT.
 BU0856
 BU0856                          STATION RECOVERY (1951)
 BU0856
 BU0856'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 BU0856'6.0 MI NW FROM MONROEVILLE.
 BU0856'ABOUT 5.45 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE
 BU0856'AT MONROEVILLE, THENCE ABOUT 0.55 MILE WEST ALONG A FARM ROAD, AT
 BU0856'ABOUT THE HIGHEST POINT OF A HILL, IN EDGE OF BRUSH ALONG THE
 BU0856'SOUTHEAST SIDE OF A LARGE CULTIVATED FIELD, ON PROPERTY OF MR.
 BU0856'WIGGINS, 21 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 18 1/2 FEET
 BU0856'SOUTH OF A CROOKED 6-INCH PINE TREE, 57 FEET EAST AND ACROSS THE ROAD
 BU0856'FROM AN 8-INCH PECAN TREE, 87 FEET SOUTH OF AND ACROSS THE ROAD FROM A
 BU0856'MULTIPLE CHINA BERRY TREE WHICH IS IN CULTIVATED FIELD, 38 FEET
 BU0856'NORTHWEST OF A FENCE LINE, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 BU0856'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0855 ***********************************************************************
 BU0855  DESIGNATION -  FOUNTAIN AZ MK
 BU0855  PID         -  BU0855
 BU0855  STATE/COUNTY-  AL/MONROE
 BU0855  USGS QUAD   -  MONROEVILLE (1986)
 BU0855
 BU0855                         *CURRENT SURVEY CONTROL
 BU0855  ___________________________________________________________________
 BU0855* NAD 83(1986)-  31 35 24.     (N)    087 22 29.     (W)     SCALED    
 BU0855* NAVD 88     -       130.549  (meters)     428.31   (feet)  ADJUSTED  
 BU0855  ___________________________________________________________________
 BU0855  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU0855  DYNAMIC HT  -         130.389 (meters)     427.78  (feet)  COMP
 BU0855  MODELED GRAV-     979,413.3   (mgal)                       NAVD 88
 BU0855
 BU0855  VERT ORDER  -  SECOND    CLASS 0
 BU0855
 BU0855.The horizontal coordinates were scaled from a topographic map and have
 BU0855.an estimated accuracy of +/- 6 seconds.
 BU0855
 BU0855.The orthometric height was determined by differential leveling
 BU0855.and adjusted by the National Geodetic Survey in June 1991..
 BU0855
 BU0855.The geoid height was determined by GEOID03.
 BU0855
 BU0855.The dynamic height is computed by dividing the NAVD 88
 BU0855.geopotential number by the normal gravity value computed on the
 BU0855.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0855.degrees latitude (g = 980.6199 gals.).
 BU0855
 BU0855.The modeled gravity was interpolated from observed gravity values.
 BU0855
 BU0855;                    North         East    Units  Estimated Accuracy
 BU0855;SPC AL W     -   176,270.      611,890.      MT  (+/- 180 meters Scaled)
 BU0855
 BU0855                          SUPERSEDED SURVEY CONTROL
 BU0855
 BU0855  NGVD 29 (??/??/92)  130.524  (m)          428.23   (f) ADJ UNCH    2 0
 BU0855
 BU0855.Superseded values are not recommended for survey control.
 BU0855.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0855.See file dsdata.txt to determine how the superseded data were derived.
 BU0855
 BU0855_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV644950(NAD 83)
 BU0855_MARKER: DZ = AZIMUTH MARK DISK
 BU0855_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0855_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0855_STAMPING: FOUNTAIN 1944
 BU0855_MARK LOGO: CGS   
 BU0855_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0855+STABILITY: SURFACE MOTION
 BU0855
 BU0855  HISTORY     - Date     Condition        Report By
 BU0855  HISTORY     - 1944     MONUMENTED       CGS
 BU0855  HISTORY     - 1951     GOOD             NGS
 BU0855
 BU0855                          STATION DESCRIPTION
 BU0855
 BU0855'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0855'5.6 MI NW FROM MONROEVILLE.
 BU0855'ABOUT 5.45 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE
 BU0855'AT MONROEVILLE, THENCE ABOUT 0.15 MILE WEST ALONG A FARM ROAD, ABOUT
 BU0855'0.15 MILE WEST OF MR. WIGGINS RESIDENCE, SET ALONG THE WEST SIDE OF A
 BU0855'SMALL TENANT HOUSE OWNED BY MR. WIGGINS, 27 FEET SOUTH OF THE CENTER
 BU0855'LINE OF FARM ROAD, 3 1/2 FEET NORTH OF THE SOUTHWEST CORNER OF HOUSE,
 BU0855'1 FOOT WEST OF WEST WALL OF HOUSE 4 FEET EAST OF A GARDEN FENCE, ABOUT
 BU0855'1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BU0855'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0857 ***********************************************************************
 BU0857  DESIGNATION -  FOUNTAIN RM 1
 BU0857  PID         -  BU0857
 BU0857  STATE/COUNTY-  AL/MONROE
 BU0857  USGS QUAD   -  MEXIA (1986)
 BU0857
 BU0857                         *CURRENT SURVEY CONTROL
 BU0857  ___________________________________________________________________
 BU0857* NAD 83(1986)-  31 35 15.     (N)    087 22 51.     (W)     SCALED    
 BU0857* NAVD 88     -       132.855  (meters)     435.88   (feet)  ADJUSTED  
 BU0857  ___________________________________________________________________
 BU0857  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU0857  DYNAMIC HT  -         132.692 (meters)     435.34  (feet)  COMP
 BU0857  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 BU0857
 BU0857  VERT ORDER  -  SECOND    CLASS 0
 BU0857
 BU0857.The horizontal coordinates were scaled from a topographic map and have
 BU0857.an estimated accuracy of +/- 6 seconds.
 BU0857
 BU0857.The orthometric height was determined by differential leveling
 BU0857.and adjusted by the National Geodetic Survey in June 1991..
 BU0857
 BU0857.The geoid height was determined by GEOID03.
 BU0857
 BU0857.The dynamic height is computed by dividing the NAVD 88
 BU0857.geopotential number by the normal gravity value computed on the
 BU0857.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0857.degrees latitude (g = 980.6199 gals.).
 BU0857
 BU0857.The modeled gravity was interpolated from observed gravity values.
 BU0857
 BU0857;                    North         East    Units  Estimated Accuracy
 BU0857;SPC AL W     -   175,990.      611,310.      MT  (+/- 180 meters Scaled)
 BU0857
 BU0857                          SUPERSEDED SURVEY CONTROL
 BU0857
 BU0857  NGVD 29 (??/??/92)  132.830  (m)          435.79   (f) ADJ UNCH    2 0
 BU0857
 BU0857.Superseded values are not recommended for survey control.
 BU0857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0857.See file dsdata.txt to determine how the superseded data were derived.
 BU0857
 BU0857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV638947(NAD 83)
 BU0857_MARKER: DR = REFERENCE MARK DISK
 BU0857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0857_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0857_STAMPING: FOUNTAIN NO 1 1944
 BU0857_MARK LOGO: CGS   
 BU0857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0857+STABILITY: SURFACE MOTION
 BU0857
 BU0857  HISTORY     - Date     Condition        Report By
 BU0857  HISTORY     - 1944     MONUMENTED       CGS
 BU0857  HISTORY     - 1951     GOOD             NGS
 BU0857
 BU0857                          STATION DESCRIPTION
 BU0857
 BU0857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0857'6.0 MI NW FROM MONROEVILLE.
 BU0857'ABOUT 5.45 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE
 BU0857'AT MONROEVILLE, THENCE ABOUT 0.55 MILE WEST ALONG A FARM ROAD, NEAR
 BU0857'THE TOP OF HIGHEST HILL IN VICINITY, ON PROPERTY OF MR. WIGGINS, 89
 BU0857'FEET NORTHEAST OF THE STATION MARK, 22 FEET SOUTHEAST OF THE CENTER
 BU0857'LINE OF THE ROAD, 65 FEET EAST AND ACROSS ROAD FROM A MULTIPLE CHINA
 BU0857'BERRY TREE WHICH IS IN A CULTIVATED FIELD, ABOUT 2 FEET ABOVE THE ROAD
 BU0857'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0858 ***********************************************************************
 BU0858  DESIGNATION -  FOUNTAIN RM 2
 BU0858  PID         -  BU0858
 BU0858  STATE/COUNTY-  AL/MONROE
 BU0858  USGS QUAD   -  MEXIA (1986)
 BU0858
 BU0858                         *CURRENT SURVEY CONTROL
 BU0858  ___________________________________________________________________
 BU0858* NAD 83(1986)-  31 35 15.     (N)    087 22 51.     (W)     SCALED    
 BU0858* NAVD 88     -       133.060  (meters)     436.55   (feet)  ADJUSTED  
 BU0858  ___________________________________________________________________
 BU0858  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 BU0858  DYNAMIC HT  -         132.897 (meters)     436.01  (feet)  COMP
 BU0858  MODELED GRAV-     979,412.1   (mgal)                       NAVD 88
 BU0858
 BU0858  VERT ORDER  -  SECOND    CLASS 0
 BU0858
 BU0858.The horizontal coordinates were scaled from a topographic map and have
 BU0858.an estimated accuracy of +/- 6 seconds.
 BU0858
 BU0858.The orthometric height was determined by differential leveling
 BU0858.and adjusted by the National Geodetic Survey in June 1991..
 BU0858
 BU0858.The geoid height was determined by GEOID03.
 BU0858
 BU0858.The dynamic height is computed by dividing the NAVD 88
 BU0858.geopotential number by the normal gravity value computed on the
 BU0858.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0858.degrees latitude (g = 980.6199 gals.).
 BU0858
 BU0858.The modeled gravity was interpolated from observed gravity values.
 BU0858
 BU0858;                    North         East    Units  Estimated Accuracy
 BU0858;SPC AL W     -   175,990.      611,310.      MT  (+/- 180 meters Scaled)
 BU0858
 BU0858                          SUPERSEDED SURVEY CONTROL
 BU0858
 BU0858  NGVD 29 (??/??/92)  133.036  (m)          436.47   (f) ADJ UNCH    2 0
 BU0858
 BU0858.Superseded values are not recommended for survey control.
 BU0858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0858.See file dsdata.txt to determine how the superseded data were derived.
 BU0858
 BU0858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV638947(NAD 83)
 BU0858_MARKER: DB = BENCH MARK DISK
 BU0858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0858_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0858_STAMPING: FOUNTAIN NO 2 1944
 BU0858_MARK LOGO: CGS   
 BU0858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0858+STABILITY: SURFACE MOTION
 BU0858
 BU0858  HISTORY     - Date     Condition        Report By
 BU0858  HISTORY     - 1944     MONUMENTED       CGS
 BU0858  HISTORY     - 1951     GOOD             NGS
 BU0858
 BU0858                          STATION DESCRIPTION
 BU0858
 BU0858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1951
 BU0858'6.0 MI NW FROM MONROEVILLE.
 BU0858'ABOUT 5.45 MILES NORTHWEST ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE
 BU0858'AT MONROEVILLE, THENCE ABOUT 0.55 MILE WEST ALONG A FARM ROAD, NEAR
 BU0858'THE TOP OF HIGHEST HILL IN VICINITY, ON PROPERTY OF A MR. WIGGINS, 91
 BU0858'FEET SOUTHWEST OF THE STATION, 18 FEET SOUTHEAST OF THE CENTER LINE OF
 BU0858'ROAD, 66 FEET SOUTH AND ACROSS ROAD FROM AN 8-INCH PECAN TREE, 24 FEET
 BU0858'SOUTH OF A 10-INCH OAK TREE, 1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET
 BU0858'BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BU0858'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2169 ***********************************************************************
 BH2169  DESIGNATION -  FOURCHE
 BH2169  PID         -  BH2169
 BH2169  STATE/COUNTY-  AL/MOBILE
 BH2169  USGS QUAD   -  GRAND BAY (1986)
 BH2169
 BH2169                         *CURRENT SURVEY CONTROL
 BH2169  ___________________________________________________________________
 BH2169* NAD 83(1992)-  30 23 14.29975(N)    088 21 56.18279(W)     ADJUSTED  
 BH2169* NAVD 88     -         0.     (meters)       0.     (feet)  SCALED    
 BH2169  ___________________________________________________________________
 BH2169  LAPLACE CORR-           0.26  (seconds)                    DEFLEC99
 BH2169  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 BH2169
 BH2169  HORZ ORDER  -  SECOND
 BH2169
 BH2169.The horizontal coordinates were established by classical geodetic methods
 BH2169.and adjusted by the National Geodetic Survey in May 1994..
 BH2169
 BH2169.The orthometric height was scaled from a topographic map.
 BH2169
 BH2169.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2169
 BH2169.The geoid height was determined by GEOID03.
 BH2169
 BH2169;                    North         East     Units Scale Factor Converg.
 BH2169;SPC AL W     -    43,250.049   516,811.075   MT  1.00001868   -0 26 16.4
 BH2169;SPC MS E     -    98,447.042   344,950.965   MT  0.99997492   +0 14 11.8
 BH2169;SPC MS E     -   322,988.34  1,131,726.62   sFT  0.99997492   +0 14 11.8
 BH2169;UTM  16      - 3,362,494.208   368,798.768   MT  0.99981236   -0 41 27.2
 BH2169
 BH2169!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2169!SPC AL W     -   1.00000443  x   1.00001868  =   1.00002311
 BH2169!SPC MS E     -   1.00000443  x   0.99997492  =   0.99997935
 BH2169!UTM  16      -   1.00000443  x   0.99981236  =   0.99981679
 BH2169
 BH2169:                Primary Azimuth Mark                     Grid Az
 BH2169:SPC AL W     -  PINS 2                                   105 28 24.7
 BH2169:SPC MS E     -  PINS 2                                   104 47 56.5
 BH2169:UTM  16      -  PINS 2                                   105 43 35.5
 BH2169
 BH2169|---------------------------------------------------------------------|
 BH2169| PID    Reference Object                     Distance      Geod. Az  |
 BH2169|                                                           dddmmss.s |
 BH2169| BH2182 PINS 2                              APPROX. 5.6 KM 1050208.3 |
 BH2169| DD8816 FOURCHE RM 1                         18.922 METERS 22728     |
 BH2169| DD8817 FOURCHE RM 2                         17.381 METERS 30538     |
 BH2169|---------------------------------------------------------------------|
 BH2169
 BH2169                          SUPERSEDED SURVEY CONTROL
 BH2169
 BH2169  NAD 83(1992)-  30 23 14.30105(N)    088 21 56.17989(W) AD(       ) 2
 BH2169  NAD 83(1986)-  30 23 14.32117(N)    088 21 56.17917(W) AD(       ) 2
 BH2169  NAD 27      -  30 23 13.60800(N)    088 21 56.15000(W) AD(       ) 2
 BH2169
 BH2169.Superseded values are not recommended for survey control.
 BH2169.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2169.See file dsdata.txt to determine how the superseded data were derived.
 BH2169
 BH2169_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU6879962494(NAD 83)
 BH2169_MARKER: DS = TRIANGULATION STATION DISK
 BH2169_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2169
 BH2169  HISTORY     - Date     Condition        Report By
 BH2169  HISTORY     - 1935     MONUMENTED       CGS
 BH2169  HISTORY     - 1959     GOOD             CGS
 BH2169  HISTORY     - 1970     GOOD             NGS
 BH2169  HISTORY     - 1976     MARK NOT FOUND   NGS
 BH2169
 BH2169                          STATION DESCRIPTION
 BH2169
 BH2169'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2169'THE STATION IS IN GRAND BAY ON THE S SIDE OF A MARSH ISLAND ON THE SE
 BH2169'SIDE OF BAYOU LA FOURCHE, AND W OF MARSH ISLAND.
 BH2169'
 BH2169'THE STATION MARK WHICH PROJECTS ABOUT 15 INCHES ABOVE GROUND IS ABOUT
 BH2169'400 FEET E OF THE END OF A 75-FOOT-WIDE PENINSULA FORMED ON THE
 BH2169'WESTERN SIDE OF THE ISLAND WHERE THE SOUTHERN SIDE TURNS N AND A
 BH2169'SLOUGH PARALLELS THE SOUTHERN SIDE, 55 FEET N OF THE EDGE OF THE
 BH2169'MARSH GRASS WHICH IS COVERED AT HIGH TIDE, 150 FEET ENE OF AN OLD
 BH2169'TREE TRUNK LYING ON THE RIDGE.  21 FEET S OF THE STATION IS A
 BH2169'CLUSTER OF SCRUB GROWTH WHICH IS THE ONLY SHRUBBERY GROWING ON THE
 BH2169'SLUDGE RIDGE AT THE S OF THE ISLAND.
 BH2169'
 BH2169'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2169'SET IN CONCRETE.
 BH2169'
 BH2169'REFERENCE MARK NO. 1, PROJECTING ABOUT 15 INCHES ABOVE GROUND IS SW
 BH2169'OF THE STATION, AT THE NORTHERN EDGE OF THE SLUDGE RIDGE.
 BH2169'
 BH2169'REFERENCE MARK NO. 2, PROJECTING ABOUT 15 INCHES ABOVE GROUND IS NW
 BH2169'OF THE STATION IN THE MARSH GRASS.
 BH2169
 BH2169                          STATION RECOVERY (1959)
 BH2169
 BH2169'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (RFL)
 BH2169'STATION AND R.M.S 1 AND 2 RECOVERED IN GOOD CONDITION.  DESCRIPTION
 BH2169'IS ADEQUATE AND COMPLETE.
 BH2169
 BH2169                          STATION RECOVERY (1970)
 BH2169
 BH2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (WGT)
 BH2169'STATION RECOVERED AND ALL MARKS FOUND IN GOOD CONDITION.  THE
 BH2169'ORIGINAL DESCRIPTION IS ADEQUATE FOR RECOVERY.
 BH2169'
 BH2169'THE SITE WAS REACHED BY HELICOPTER AND IT CAN ALSO BE REACHED BY
 BH2169'FLOAT PLANE OR SHALLOW DRAFT BOAT.
 BH2169'
 BH2169'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- S.E. SIDE BAYOU LA
 BH2169'FOURCHE IN GRAND BAY.
 BH2169
 BH2169                          STATION RECOVERY (1976)
 BH2169
 BH2169'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2169'REFERENCE MARK NUMBER 2 WAS RECOVERED IN THE EDGE OF WATER
 BH2169'PROJECTING 18 INCHES ON THE SOUTH SIDE.  THIS WOULD PUT THE
 BH2169'STATION MARK AND REFERENCE MARK NUMBER 1 ABOUT 60 TO 100 FEET
 BH2169'INTO THE BAY.  THE SOUTH SIDE OF THE BAYOU HAS WASHED AWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2065 ***********************************************************************
 BH2065  DESIGNATION -  FOWL
 BH2065  PID         -  BH2065
 BH2065  STATE/COUNTY-  AL/MOBILE
 BH2065  USGS QUAD   -  BELLEFONTAINE (1985)
 BH2065
 BH2065                         *CURRENT SURVEY CONTROL
 BH2065  ___________________________________________________________________
 BH2065* NAD 83(1992)-  30 28 19.14304(N)    088 05 50.03029(W)     ADJUSTED  
 BH2065* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BH2065  ___________________________________________________________________
 BH2065  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BH2065  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH2065
 BH2065  HORZ ORDER  -  SECOND
 BH2065
 BH2065.The horizontal coordinates were established by classical geodetic methods
 BH2065.and adjusted by the National Geodetic Survey in December 1992..
 BH2065
 BH2065.The orthometric height was scaled from a topographic map.
 BH2065
 BH2065.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2065
 BH2065.The geoid height was determined by GEOID03.
 BH2065
 BH2065;                    North         East     Units Scale Factor Converg.
 BH2065;SPC AL W     -    52,470.565   542,653.390   MT  0.99997389   -0 18 10.3
 BH2065;UTM  16      - 3,371,598.369   394,675.856   MT  0.99973685   -0 33 23.3
 BH2065
 BH2065!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2065!SPC AL W     -   1.00000397  x   0.99997389  =   0.99997786
 BH2065!UTM  16      -   1.00000397  x   0.99973685  =   0.99974082
 BH2065
 BH2065:                Primary Azimuth Mark                     Grid Az
 BH2065:SPC AL W     -  DAPHNE MUNICIPAL TANK                    052 08 30.3
 BH2065:UTM  16      -  DAPHNE MUNICIPAL TANK                    052 23 43.3
 BH2065
 BH2065|---------------------------------------------------------------------|
 BH2065| PID    Reference Object                     Distance      Geod. Az  |
 BH2065|                                                           dddmmss.s |
 BH2065| BG4144 DAPHNE MUNICIPAL TANK               APPROX.23.6 KM 0515020.0 |
 BH2065| BG4145 FAIRHOPE MUNICIPAL TANK             APPROX.19.5 KM 0725628.9 |
 BH2065| BG4119 POINT CLEAR GRAND HOTEL TANK        APPROX.15.7 KM 0851000.8 |
 BH2065| BH2064 FOWL RM 3                            35.577 METERS 10907     |
 BH2065| DD8818 FOWL RM 1                            27.234 METERS 20221     |
 BH2065| DD8819 FOWL RM 2                            31.437 METERS 28005     |
 BH2065| DD8820 FOWL RM 4                            30.656 METERS 28053     |
 BH2065| BH2010 THEODORE US ARMY TERM W TANK        APPROX. 8.7 KM 3510159.1 |
 BH2065|---------------------------------------------------------------------|
 BH2065
 BH2065                          SUPERSEDED SURVEY CONTROL
 BH2065
 BH2065  NAD 83(1986)-  30 28 19.16475(N)    088 05 50.03492(W) AD(       ) 2
 BH2065  NAD 27      -  30 28 18.45900(N)    088 05 50.03300(W) AD(       ) 2
 BH2065
 BH2065.Superseded values are not recommended for survey control.
 BH2065.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2065.See file dsdata.txt to determine how the superseded data were derived.
 BH2065
 BH2065_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9467671598(NAD 83)
 BH2065_MARKER: DS = TRIANGULATION STATION DISK
 BH2065_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2065
 BH2065  HISTORY     - Date     Condition        Report By
 BH2065  HISTORY     - 1935     MONUMENTED       CGS
 BH2065  HISTORY     - 1959     GOOD             CGS
 BH2065  HISTORY     - 1960     GOOD             CGS
 BH2065  HISTORY     - 1976     GOOD             NGS
 BH2065
 BH2065                          STATION DESCRIPTION
 BH2065
 BH2065'DESCRIBED BY COAST AND GEODETIC SURVEY 1935 (GLA)
 BH2065'THE STATION IS ON THE W SIDE OF MOBILE ON FOWL RIVER POINT.  THE
 BH2065'STATION MARK IS ABOUT 100 FEET N OF AN 18-INCH MAGNOLIA TREE, THE
 BH2065'ONLY ONE THE POINT, 67 FEET W OF THE HIGH-WATER LINE OF THE BAY, 20
 BH2065'FEET SE OF A 12-INCH TRIANGULAR-BLAZED PINE TREE, AND 32 FEET SW
 BH2065'OF A 10-INCH TRIANGULAR-BLAZED PINE TREE.
 BH2065'
 BH2065'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 BH2065'SET IN CONCRETE.
 BH2065'
 BH2065'TO REACH FROM THE S END OF DOG RIVER BRIDGE, GO S ON CEDAR POINT ROAD
 BH2065'FOR 6.7 MILES, TURN LEFT AT CROSSROADS AND FOLLOW MAIN TRAVELED ROAD
 BH2065'FOR 0.7 MILE, TURN LEFT AT 24-INCH BLAZED PINE AND GO 0.2 MILE
 BH2065'THROUGH THE WOODS TO THE POINT AND STATION.
 BH2065
 BH2065                          STATION RECOVERY (1959)
 BH2065
 BH2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1959 (JKW)
 BH2065'STATION AND R.M. 1 RECOVERED IN GOOD CONDITION.  R.M. 2 WAS SEARCHED
 BH2065'FOR BUT NOT FOUND.  THE DESCRIPTION IS OBSOLETE.  REVISED
 BH2065'DESCRIPTION FOLLOWS.
 BH2065'
 BH2065'LOCATED ON FOWL RIVER POINT, ON THE WEST SIDE OF MOBILE BAY, IN AN
 BH2065'AREA NOW OCCUPIED BY SEVERAL SUMMER COTTAGES, THE STATION IS
 BH2065'BETWEEN THE FIRST AND SECOND COTTAGES FROM THE NORTH END OF THE
 BH2065'DEVELOPMENT, 42.4 FT SOUTH OF THE SOUTHEAST CORNER OF THE MOST
 BH2065'NORTHERLY HOUSE, 24.1 FT NORTH OF THE NORTHEAST CORNER OF THE SECOND
 BH2065'HOUSE, 36.0 FT WEST OF A LOW BLUFF AND 92.4 FT NORTH OF A LONE 24
 BH2065'INCH MAGNOLIA TREE.  A STANDARD DISK STAMPED FOWL 1935 IN TOP OF A 10
 BH2065'INCH SQUARE CONCRETE MONUMENT PROJECTING 2 INCHES.
 BH2065'
 BH2065'R.M. 1 IS SOUTHWEST OF THE STATION (A HOUSE HAS BEEN CONSTRUCTED ON
 BH2065'LINE), BETWEEN THE SECOND AND THIRD HOUSES, 18.6 FT SOUTH OF THE
 BH2065'SOUTH WALL OF THE SECOND HOUSE, 17.9 FT NORTH OF THE NORTHWEST CORNER
 BH2065'OF THE THIRD HOUSE AND 22.7 FT WEST OF THE PREVIOUSLY MENTIONED
 BH2065'MAGNOLIA TREE.  A STANDARD DISK STAMPED FOWL RM 1 1935 IN TOP OF A 10
 BH2065'INCH SQUARE CONCRETE MONUMENT PROJECTING 4 INCHES.
 BH2065'
 BH2065'TO REACH FROM THE SOUTH END OF THE BRIDGE OVER DOG RIVER, GO SOUTH ON
 BH2065'STATE HIGHWAY 163 FOR 6.7 MILES TO A BLACKTOP ROAD TO THE LEFT
 BH2065'(EAST), TURN LEFT AND GO 1.0 MILES TO A 90 DEGREE CURVE IN ROAD, BEAR
 BH2065'LEFT INTO DRIVEWAY 250.0 FT TO THE STATION.
 BH2065
 BH2065                          STATION RECOVERY (1960)
 BH2065
 BH2065'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BH2065'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF FOWL RIVER, 6-1/2 MILES
 BH2065'SOUTH OF DOG RIVER AND ON THE WEST SIDE OF MOBILE BAY.
 BH2065'
 BH2065'THE STATION MARK AND REFERENCE MARK NO. 1 WERE RECOVERED AND FOUND TO
 BH2065'BE IN GOOD CONDITION, REFERENCE MARK NO. 2 IS DESTROYED.  DUE TO
 BH2065'THE CONSTRUCTION OF HOUSES ALONG THE BEACH A MEASUREMENT TO REFERENCE
 BH2065'MARK NO. 1 COULD NOT BE MADE.  REFERENCE MARK NO. 3 AND REFERENCE
 BH2065'MARK NO. 4 WERE ESTABLISHED AND ARE DESCRIBED BELOW.  DUE TO THE
 BH2065'CONSTRUCTION OF NEW ROADS A NEW TO REACH FOLLOWS.
 BH2065'
 BH2065'TO REACH THE STATION FROM THE DRAWBRIDGE ACROSS DOG RIVER GO SOUTH ON
 BH2065'STATE HIGHWAY 163 FOR 1.15 MILES TO JUNCTION OF MOBILE COUNTY
 BH2065'ROUTE 32, CONTINUE SOUTH ON STATE HIGHWAY 163 FOR 5.95 MILES TO A
 BH2065'SIDE ROAD LEFT, SALT AIR ROAD.  TURN LEFT, EAST, ON SALT AIR ROAD
 BH2065'FOR 0.95 MILE TO WHERE SALT AIR ROAD TURNS RIGHT, SOUTH, AND A
 BH2065'DRIVEWAY GOES STRAIGHT AHEAD, CONTINUE STRAIGHT AHEAD ON
 BH2065'DRIVEWAY THROUGH CYCLONE FENCE GATE FOR 0.1 MILE TO STATION.
 BH2065'
 BH2065'REFERENCE MARK NO. 3, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 BH2065'MONUMENT IS 37-1/2 FEET NORTH OF A PRIVATE PIER, 57 FEET WEST OF
 BH2065'WATER LINE AND 63 FEET SOUTH OF A PRIVATE PIER.  THE MARK IS FLUSH
 BH2065'WITH THE GROUND AND THE DISK IS STAMPED FOWL NO 3 1935.  A TRAVERSE
 BH2065'CONNECTION WAS MADE FROM THE STATION TO REFERENCE MARK NO. 3.
 BH2065'
 BH2065'REFERENCE MARK NO. 4, A STANDARD DISK SET IN A 12 X 12 INCH CONCRETE
 BH2065'MONUMENT IS 9 FEET NORTHEAST OF A UTILITY POLE, 16-1/2 FEET NORTH
 BH2065'OF THE CENTERLINE OF DRIVEWAY AND 68 FEET NORTHWEST OF THE NORTHWEST
 BH2065'CORNER OF HOUSE.  THE MARK PROJECTS 2 INCHES AND THE DISK IS
 BH2065'STAMPED FOWL NO 4 1935.
 BH2065'
 BH2065'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 BH2065
 BH2065                          STATION RECOVERY (1976)
 BH2065
 BH2065'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (WOM)
 BH2065'STATION MARK, REFERENCE MARK 1 AND 4 WERE RECOVERED AND FOUND IN
 BH2065'GOOD CONDITION.  REFERENCE MARK 3 WAS SEARCHED FOR BUT NOT
 BH2065'RECOVERED, THERE HAS BEEN A SEA WALL CONSTRUCTED NEAR THE AREA
 BH2065'WHERE REFERENCE MARK NO. 3 WAS DESCRIBED.
 BH2065'
 BH2065'THE 1960 DESCRIPTION BY H.R.L. IS ADEQUATE.
 BH2065'
 BH2065'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN
 BH2065'7 MILES SSE OF THEODORE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2080 ***********************************************************************
 BH2080  DESIGNATION -  FOWL RIVER
 BH2080  PID         -  BH2080
 BH2080  STATE/COUNTY-  AL/MOBILE
 BH2080  USGS QUAD   -  BELLEFONTAINE (1985)
 BH2080
 BH2080                         *CURRENT SURVEY CONTROL
 BH2080  ___________________________________________________________________
 BH2080* NAD 83(1992)-  30 28 19.64923(N)    088 05 48.88200(W)     ADJUSTED  
 BH2080* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BH2080  ___________________________________________________________________
 BH2080  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BH2080  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH2080
 BH2080  HORZ ORDER  -  THIRD
 BH2080
 BH2080.The horizontal coordinates were established by classical geodetic methods
 BH2080.and adjusted by the National Geodetic Survey in December 1992..
 BH2080
 BH2080.The orthometric height was scaled from a topographic map.
 BH2080
 BH2080.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2080
 BH2080.The geoid height was determined by GEOID03.
 BH2080
 BH2080;                    North         East     Units Scale Factor Converg.
 BH2080;SPC AL W     -    52,485.990   542,684.101   MT  0.99997385   -0 18 09.8
 BH2080;UTM  16      - 3,371,613.655   394,706.627   MT  0.99973677   -0 33 22.7
 BH2080
 BH2080!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2080!SPC AL W     -   1.00000444  x   0.99997385  =   0.99997829
 BH2080!UTM  16      -   1.00000444  x   0.99973677  =   0.99974121
 BH2080
 BH2080:                Primary Azimuth Mark                     Grid Az
 BH2080:SPC AL W     -  DOG RIVER                                014 10 53.4
 BH2080:UTM  16      -  DOG RIVER                                014 26 06.3
 BH2080
 BH2080|---------------------------------------------------------------------|
 BH2080| PID    Reference Object                     Distance      Geod. Az  |
 BH2080|                                                           dddmmss.s |
 BH2080| BH2015 DOG RIVER                           APPROX.14.6 KM 0135243.6 |
 BH2080|---------------------------------------------------------------------|
 BH2080
 BH2080                          SUPERSEDED SURVEY CONTROL
 BH2080
 BH2080  NAD 83(1986)-  30 28 19.66800(N)    088 05 48.88528(W) AD(       ) 3
 BH2080
 BH2080.Superseded values are not recommended for survey control.
 BH2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2080.See file dsdata.txt to determine how the superseded data were derived.
 BH2080
 BH2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9470771614(NAD 83)
 BH2080_MARKER: I = METAL ROD
 BH2080_SETTING: 0 = UNSPECIFIED SETTING
 BH2080_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH2080
 BH2080  HISTORY     - Date     Condition        Report By
 BH2080  HISTORY     - 1910     MONUMENTED       USE
 BH2080
 BH2080                          STATION DESCRIPTION
 BH2080
 BH2080'DESCRIBED BY US ENGINEERS 1910
 BH2080'ON THE POINT ABOVE THE MOUTH OF FOWL RIVER.  THE STATION IS MARKED
 BH2080'BY A COPPER ROD, 1/4 BY 3 INCHES, PLACED IN THE CENTER OF A 2-INCH
 BH2080'PIPE 10 FEET LONG, FILLED WITH CONCRETE, AND DRIVEN IN THE BOTTOM
 BH2080'OF A HOLE DUG TO A DEPTH OF 6 FEET, SO THAT THE TOP OF THE PIPE
 BH2080'WAS FLUSH WITH THE ORIGINAL SURFACE OF THE GROUND.  ABOUT A BARREL
 BH2080'OF CONCRETE WAS THEN PLACED IN THE HOLE, AND A 5 BY 5 INCH FORM
 BH2080'PLACED AROUND THE PIPE AND THIS FILLED WITH CONCRETE TO THE TOP OF
 BH2080'THE PIPE.  THE REFERENCE MARKS, TWO CONCRETE MONUMENTS, 8 BY 8
 BH2080'INCHES BY 3 FEET, WITH A COPPER BOLT IN THE CENTER, ARE AT A
 BH2080'DISTANCE OF 80.45 FEET FROM EACH OTHER AND ARE LOCATED BACK IN
 BH2080'THE WOODS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH3128 ***********************************************************************
 BH3128  DESIGNATION -  FOWL RIVER LIGHT 6
 BH3128  PID         -  BH3128
 BH3128  STATE/COUNTY-  AL/MOBILE
 BH3128  USGS QUAD   -  BELLEFONTAINE (1985)
 BH3128
 BH3128                         *CURRENT SURVEY CONTROL
 BH3128  ___________________________________________________________________
 BH3128* NAD 83(1992)-  30 27 07.13342(N)    088 05 41.22358(W)     ADJUSTED  
 BH3128* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BH3128  ___________________________________________________________________
 BH3128  LAPLACE CORR-           0.78  (seconds)                    DEFLEC99
 BH3128  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 BH3128
 BH3128  HORZ ORDER  -  THIRD
 BH3128
 BH3128.The horizontal coordinates were established by classical geodetic methods
 BH3128.and adjusted by the National Geodetic Survey in December 1992..
 BH3128.No horizontal observational check was made to the station.
 BH3128
 BH3128.The orthometric height was scaled from a topographic map.
 BH3128
 BH3128.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH3128
 BH3128.The geoid height was determined by GEOID03.
 BH3128
 BH3128;                    North         East     Units Scale Factor Converg.
 BH3128;SPC AL W     -    50,251.913   542,876.621   MT  0.99997357   -0 18 05.2
 BH3128;UTM  16      - 3,369,379.278   394,889.217   MT  0.99973630   -0 33 17.7
 BH3128
 BH3128!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH3128!SPC AL W     -   1.00000445  x   0.99997357  =   0.99997802
 BH3128!UTM  16      -   1.00000445  x   0.99973630  =   0.99974075
 BH3128
 BH3128                          SUPERSEDED SURVEY CONTROL
 BH3128
 BH3128  NAD 83(1986)-  30 27 07.15677(N)    088 05 41.23110(W) AD(       ) 4
 BH3128
 BH3128.Superseded values are not recommended for survey control.
 BH3128.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH3128.See file dsdata.txt to determine how the superseded data were derived.
 BH3128
 BH3128_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9488969379(NAD 83)
 BH3128_MARKER: 14 = NAVIGATION LIGHT
 BH3128
 BH3128  HISTORY     - Date     Condition        Report By
 BH3128  HISTORY     - 1984     FIRST OBSERVED   NOS
 BH3128
 BH3128                          STATION DESCRIPTION
 BH3128
 BH3128'DESCRIBED BY NATIONAL OCEAN SERVICE 1984 (WVH)
 BH3128'STATION IS LOCATED IN MOBILE BAY JUST E OF EAST FOWL RIVER ENTRANCE.
 BH3128'
 BH3128'TO REACH THE STATION BY BOAT PROCEED ABOUT 0.5 NAUTICAL MI E OF
 BH3128'EAST FOWL RIVER ENTRANCE TO NAVIGATIONAL LIGHT.
 BH3128'
 BH3128'STATION IS A TRIANGULAR RED DAYBOARD WITH A RED REFLECTIVE BORDER
 BH3128'MOUNTED ON A DOLPHIN.  CHARACTERISTICS OF THE LIGHT ARE FL R 6 SEC,
 BH3128'SEE LIGHT LIST VOL. IV NO. 6860.
 BH3128'
 BH3128'DESCRIBED BY S DAWN LAREAU.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH2064 ***********************************************************************
 BH2064  DESIGNATION -  FOWL RM 3
 BH2064  PID         -  BH2064
 BH2064  STATE/COUNTY-  AL/MOBILE
 BH2064  USGS QUAD   -  BELLEFONTAINE (1985)
 BH2064
 BH2064                         *CURRENT SURVEY CONTROL
 BH2064  ___________________________________________________________________
 BH2064* NAD 83(1992)-  30 28 18.76460(N)    088 05 48.77010(W)     ADJUSTED  
 BH2064* NAVD 88     -         3.     (meters)      10.     (feet)  SCALED    
 BH2064  ___________________________________________________________________
 BH2064  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 BH2064  GEOID HEIGHT-         -28.28  (meters)                     GEOID03
 BH2064
 BH2064  HORZ ORDER  -  THIRD
 BH2064
 BH2064.The horizontal coordinates were established by classical geodetic methods
 BH2064.and adjusted by the National Geodetic Survey in December 1992..
 BH2064.No horizontal observational check was made to the station.
 BH2064
 BH2064.The orthometric height was scaled from a topographic map.
 BH2064
 BH2064.The Laplace correction was computed from DEFLEC99 derived deflections.
 BH2064
 BH2064.The geoid height was determined by GEOID03.
 BH2064
 BH2064;                    North         East     Units Scale Factor Converg.
 BH2064;SPC AL W     -    52,458.734   542,686.942   MT  0.99997384   -0 18 09.7
 BH2064;UTM  16      - 3,371,586.393   394,709.347   MT  0.99973676   -0 33 22.7
 BH2064
 BH2064!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BH2064!SPC AL W     -   1.00000397  x   0.99997384  =   0.99997781
 BH2064!UTM  16      -   1.00000397  x   0.99973676  =   0.99974073
 BH2064
 BH2064                          SUPERSEDED SURVEY CONTROL
 BH2064
 BH2064  NAD 83(1986)-  30 28 18.78632(N)    088 05 48.77474(W) AD(       ) 3
 BH2064  NAD 27      -  30 28 18.08090(N)    088 05 48.77310(W) AD(       ) 3
 BH2064
 BH2064.Superseded values are not recommended for survey control.
 BH2064.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH2064.See file dsdata.txt to determine how the superseded data were derived.
 BH2064
 BH2064_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU9470971586(NAD 83)
 BH2064_MARKER: DR = REFERENCE MARK DISK
 BH2064_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH2064_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 BH2064_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH2064+STABILITY: SURFACE MOTION
 BH2064
 BH2064  HISTORY     - Date     Condition        Report By
 BH2064  HISTORY     - 1960     MONUMENTED       CGS
 BH2064
 BH2064                          STATION DESCRIPTION
 BH2064
 BH2064'DESCRIBED BY COAST AND GEODETIC SURVEY 1960 (HRL)
 BH2064'STATION IS LOCATED ABOUT 1-1/2 MILES NORTH OF FOWL RIVER, 6-1/2 MILES
 BH2064'SOUTH OF DOG RIVER AND ON THE WEST SHORE OF MOBILE BAY.  STATION A
 BH2064'STANDARD REFERENCE MARK DISK SET IN A 12 X 12 INCH CONCRETE MONUMENT
 BH2064'AND STAMPED FOWL NO 3 1935, IS 37-1/2 FEET NORTH OF PIER, 63
 BH2064'FEET SOUTH OF A PIER AND 57 FEET WEST OF HIGH TIDE WATER MARK.  THE
 BH2064'MARK PROJECTS 3 INCHES.
 BH2064'
 BH2064'A TRAVERSE CONNECTION WAS MADE TO FOWL 1935 AND THE DISTANCE IS
 BH2064'35.577 METERS OR 116.72 FEET.
 BH2064'
 BH2064'TO REACH FROM THE BRIDGE OVER DOG RIVER WHICH IS 8.15 MILES SOUTH OF
 BH2064'THE JUNCTION OF U.S. HIGHWAY NO. 90 AND STATE HIGHWAY NO. 163
 BH2064'IN THE WEST EDGE OF MOBILE, GO SOUTH ON STATE HIGHWAY NO. 163 FOR
 BH2064'5.95 MILES TO SIDE ROAD LEFT (SALT AIR ROAD).  TURN LEFT AND GO
 BH2064'EAST ON SALT AIR ROAD FOR 0.95 MILE TO RIGHT TURN IN SALT AIR ROAD,
 BH2064'AND DRIVEWAY ON LEFT.  CONTINUE EAST ON DRIVEWAY FOR 0.1 MILE TO
 BH2064'STATION AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO1150 ***********************************************************************
 CO1150  DESIGNATION -  FOWLER
 CO1150  PID         -  CO1150
 CO1150  STATE/COUNTY-  AL/GREENE
 CO1150  USGS QUAD   -  EPES EAST (1986)
 CO1150
 CO1150                         *CURRENT SURVEY CONTROL
 CO1150  ___________________________________________________________________
 CO1150* NAD 83(1992)-  32 43 45.36815(N)    088 03 45.66408(W)     ADJUSTED  
 CO1150* NAVD 88     -        32.     (meters)     105.     (feet)  SCALED    
 CO1150  ___________________________________________________________________
 CO1150  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CO1150  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CO1150
 CO1150  HORZ ORDER  -  THIRD
 CO1150
 CO1150.The horizontal coordinates were established by classical geodetic methods
 CO1150.and adjusted by the National Geodetic Survey in May 1994..
 CO1150
 CO1150.The orthometric height was scaled from a topographic map.
 CO1150
 CO1150.The Laplace correction was computed from DEFLEC99 derived deflections.
 CO1150
 CO1150.The geoid height was determined by GEOID03.
 CO1150
 CO1150;                    North         East     Units Scale Factor Converg.
 CO1150;SPC AL W     -   302,729.865   547,258.480   MT  0.99996762   -0 18 15.2
 CO1150;UTM  16      - 3,621,773.631   400,423.983   MT  0.99972226   -0 34 28.6
 CO1150
 CO1150!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CO1150!SPC AL W     -   0.99999953  x   0.99996762  =   0.99996715
 CO1150!UTM  16      -   0.99999953  x   0.99972226  =   0.99972179
 CO1150
 CO1150:                Primary Azimuth Mark                     Grid Az
 CO1150:SPC AL W     -  Z 159                                    218 03 55.3
 CO1150:UTM  16      -  Z 159                                    218 20 08.7
 CO1150
 CO1150|---------------------------------------------------------------------|
 CO1150| PID    Reference Object                     Distance      Geod. Az  |
 CO1150|                                                           dddmmss.s |
 CO1150| CO0033 Z 159                                              2174540.1 |
 CO1150| CF9776 FOWLER RM 1                          28.701 METERS 23425     |
 CO1150| CO0032 B 4 11                               31.970 METERS 32920     |
 CO1150|---------------------------------------------------------------------|
 CO1150
 CO1150                          SUPERSEDED SURVEY CONTROL
 CO1150
 CO1150  NAD 83(1992)-  32 43 45.37070(N)    088 03 45.66547(W) AD(       ) 3
 CO1150  NAD 83(1986)-  32 43 45.37643(N)    088 03 45.66800(W) AD(       ) 3
 CO1150  NAD 27      -  32 43 44.89800(N)    088 03 45.59700(W) AD(       ) 3
 CO1150
 CO1150.Superseded values are not recommended for survey control.
 CO1150.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO1150.See file dsdata.txt to determine how the superseded data were derived.
 CO1150
 CO1150_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB0042421774(NAD 83)
 CO1150_MARKER: DS = TRIANGULATION STATION DISK
 CO1150_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO1150
 CO1150  HISTORY     - Date     Condition        Report By
 CO1150  HISTORY     - 1955     MONUMENTED       CGS
 CO1150  HISTORY     - 1974     MARK NOT FOUND   NGS
 CO1150  HISTORY     - 19740401 MARK NOT FOUND   USGS
 CO1150
 CO1150                          STATION DESCRIPTION
 CO1150
 CO1150'DESCRIBED BY COAST AND GEODETIC SURVEY 1955 (ELJ)
 CO1150'STATION IS LOCATED ALONG U.S. HIGHWAY 11 BETWEEN THE HIGHWAY
 CO1150'AND RAILROAD TRACKS, ABOUT 5 MILES NORTHEAST OF EPES AND 2-1/2
 CO1150'MILES SOUTHWEST OF BOLIGEE AND IS ON ROAD-RIGHT-OF-WAY. IT IS
 CO1150'131 FEET NORTH OF THE INTERSECTION OF U.S. HIGHWAY 11 AND A DIRT
 CO1150'ROAD, 61 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF RAILROAD TRACKS,
 CO1150'24 FEET NORTHEAST OF THE CENTER OF THE DIRT ROAD AND 3 FEET WEST
 CO1150'OF A WHITE WITNESS POST. THE MARK IS FLUSH AND THE DISK IS
 CO1150'STAMPED FOWLER NO. 1 1955.
 CO1150'
 CO1150'REFERENCE MARK NO. 2 IS 60 FEET SOUTHWEST OF THE CENTER OF THE
 CO1150'DIRT ROAD AND 38 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE
 CO1150'RAILROAD.  THE MARK IS FLUSH AND THE DISK IS STAMPED FOWLER NO. 1
 CO1150'1955.  STA. B 4-11 (USED) WAS USED AS A REFERENCE MARK FOR STATON
 CO1150'FOWLER.  IT IS 45 FEET
 CO1150'NORTHEAST OF THE CENTER OF A DIRT ROAD, 32 FEET NORTHWEST OF
 CO1150'THE NORTHWEST RAIL OF THE RAILROAD, 5 FEET NORTHEAST OF A
 CO1150'TELEPHONE POLE AND 3 FEET NORTHEAST OF A WHITE WITNESS POST.
 CO1150'THE MARK IS A 4 X 4 INCH CONCRETE POST THAT PROJECTS 4 INCHES
 CO1150'WITH A STANDARD U.S. ENGINEER DEPARTMENT DISK IN THE TOP
 CO1150'STAMPED TRA.  STA. B 4-11.
 CO1150'
 CO1150'BENCH MARK Z 159 WAS USED AS AN AZIMUTH MARK.  IT IS A STANDARD
 CO1150'U.S. COAST AND GEODETIC SURVEY BENCH MARK DISK FLUSH IN A DRILL
 CO1150'HOLE IN THE NORTHWEST END OF A BRIDGE ABUTMENT AND THE DISK IS
 CO1150'STAMPED Z 159 1944.
 CO1150'
 CO1150'TO REACH THE STATION FROM THE INTERSECTION OF U.S. HIGHWAY 11 AND
 CO1150'A PAVED CROSSROAD IN BOLIGEE, GO SOUTHWEST ON HIGHWAY 11 FOR 2.65
 CO1150'MILES TO A SIDE ROAD RIGHT AND THE STATION AS DESCRIBED.
 CO1150'
 CO1150'TO REACH STA. B 4-11 (USED) GO SOUTHWEST ON HIGHWAY 11 FOR 0.55
 CO1150'MILE TO THE MARK IN THE NORTHWEST CORNER OF BRIDGE AS DESCRIBED.
 CO1150'
 CO1150'HEIGHT OF LIGHT ABOVE STATION MARK 34 METERS.
 CO1150
 CO1150                          STATION RECOVERY (1974)
 CO1150
 CO1150'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1974 (DDR)
 CO1150'THE STATION SIGHT WAS VISITED 11-13-74 AND THE STATION AND RM 1 WERE
 CO1150'NOT FOUND.  STATION B-4-11 (USED) WAS FOUND DESTROYED AND THE DISK
 CO1150'WAS RECLAIMED.  THE AZIMUTH MARK, B.M. Z 159 1944 WAS DESTROYED
 CO1150'WHEN THE BRIDGE WAS REBUILT.
 CO1150'
 CO1150'THE AREA WAS THOROUGHLY SEARCHED AND THE MARKS WERE DUG FOR WITHOUT
 CO1150'ANY RESULTS.  THIS AREA HAS BEEN USED AS A STOCKPILE FOR THE HIGHWAY
 CO1150'DEPARTMENT.  THE DIRT ROAD MENTIONED IN THE PREVIOUS DESCRIPTION
 CO1150'NEAR THE STATION MARK HAS BEEN REWORKED AND PAVED.  THE 1955
 CO1150'REFERENCE MEASUREMENTS DO NOT COINCIDE WITH THE EXISTING HIGHWAY
 CO1150'AND RAILROAD.
 CO1150
 CO1150                          STATION RECOVERY (1974)
 CO1150
 CO1150'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974 (AJK)
 CO1150'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2152 ***********************************************************************
 BT2152  DESIGNATION -  FOX
 BT2152  PID         -  BT2152
 BT2152  STATE/COUNTY-  AL/DALE
 BT2152  USGS QUAD   -  ENTERPRISE NE (1981)
 BT2152
 BT2152                         *CURRENT SURVEY CONTROL
 BT2152  ___________________________________________________________________
 BT2152* NAD 83(1992)-  31 22 51.17240(N)    085 47 05.85576(W)     ADJUSTED  
 BT2152* NAVD 88     -       102.     (meters)     335.     (feet)  SCALED    
 BT2152  ___________________________________________________________________
 BT2152  LAPLACE CORR-          -0.19  (seconds)                    DEFLEC99
 BT2152  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 BT2152
 BT2152  HORZ ORDER  -  SECOND
 BT2152
 BT2152.The horizontal coordinates were established by classical geodetic methods
 BT2152.and adjusted by the National Geodetic Survey in December 1992..
 BT2152
 BT2152.The orthometric height was scaled from a topographic map.
 BT2152
 BT2152.The Laplace correction was computed from DEFLEC99 derived deflections.
 BT2152
 BT2152.The geoid height was determined by GEOID03.
 BT2152
 BT2152;                    North         East     Units Scale Factor Converg.
 BT2152;SPC AL E     -    97,659.042   204,601.218   MT  0.99996026   +0 01 30.7
 BT2152;UTM  16      - 3,472,452.361   615,535.486   MT  0.99976464   +0 37 58.0
 BT2152
 BT2152!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BT2152!SPC AL E     -   0.99998817  x   0.99996026  =   0.99994843
 BT2152!UTM  16      -   0.99998817  x   0.99976464  =   0.99975281
 BT2152
 BT2152|---------------------------------------------------------------------|
 BT2152| PID    Reference Object                     Distance      Geod. Az  |
 BT2152|                                                           dddmmss.s |
 BT2152| CY9427 FOX RM 1                             19.111 METERS 07405     |
 BT2152| CY9426 FOX AZ MK                                          1581712.7 |
 BT2152| CY9428 FOX RM 2                             23.073 METERS 16058     |
 BT2152|---------------------------------------------------------------------|
 BT2152
 BT2152                          SUPERSEDED SURVEY CONTROL
 BT2152
 BT2152  NAD 83(1986)-  31 22 51.18494(N)    085 47 05.86068(W) AD(       ) 2
 BT2152  NAD 27      -  31 22 50.57000(N)    085 47 06.08500(W) AD(       ) 2
 BT2152
 BT2152.Superseded values are not recommended for survey control.
 BT2152.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2152.See file dsdata.txt to determine how the superseded data were derived.
 BT2152
 BT2152_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV1553572452(NAD 83)
 BT2152_MARKER: DS = TRIANGULATION STATION DISK
 BT2152_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2152
 BT2152  HISTORY     - Date     Condition        Report By
 BT2152  HISTORY     - 1943     MONUMENTED       CGS
 BT2152
 BT2152                          STATION DESCRIPTION
 BT2152
 BT2152'DESCRIBED BY COAST AND GEODETIC SURVEY 1943 (GWL)
 BT2152'THE STATION IS LOCATED ABOUT EIGHT MILES E OF NEW BROCKTON AND SIX
 BT2152'MILES NE OF ENTERPRISE ON THE CAMP RUCKER MILITARY RESERVATION.
 BT2152'IT IS SITUATED IN A CLEARING SURROUNDED BY TREES AND BRUSH.  IT
 BT2152'IS 102 FEET NNW OF THE CENTER OF THE ROAD AND IS STAMPED FOX 1943
 BT2152'AND PROJECTS 4 INCHES.
 BT2152'
 BT2152'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE BRONZE
 BT2152'DISKS SET IN CONCRETE.
 BT2152'
 BT2152'REFERENCE MARK NO. 1 IS ENE OF THE STATION AND STAMPED FOX NO. 1
 BT2152'1943 AND PROJECTS 6 INCHES.
 BT2152'
 BT2152'REFERENCE MARK NO. 2 IS SSE OF THE STATION, 42 FEET NW OF THE
 BT2152'CENTER OF THE ROAD AND IS STAMPED FOX NO. 2 1943 AND PROJECTS 5
 BT2152'INCHES.
 BT2152'
 BT2152'THE AZIMUTH MARK IS 0.5 MILE (AIR LINE) SSE OF THE STATION NEAR
 BT2152'AND OLD FARM SITE.  IT IS 22 FEET NNE OF THE CENTER OF THE ROAD
 BT2152'LEADING TO THE STATION AND 69.9 FEET SSW OF A TELEPHONE POLE.  IT
 BT2152'IS STAMPED FOX 1943 AND PROJECTS 8 INCHES.  IT IS WITNESSED BY A
 BT2152'4- BY 4-INCH WHITE POST.
 BT2152'
 BT2152'TO REACH THE STATION FROM THE COURTHOUSE IN OZARK GO WESTERLY ON
 BT2152'STATE HIGHWAY 27 FOR 0.6 MILE TO A FORKS, TAKE THE LEFT FORK
 BT2152'(U.S. HIGHWAY 85) AND GO 7.4 MILES TO A DIRT ROAD RIGHT (HARRIS
 BT2152'ROAD).  THIS IS 0.25 MILE BEFORE REACHING THE OZARK GATE OF CAMP
 BT2152'RUCKER.  TURN RIGHT AND GO 1.5 MILES TO A T-INTERSECTION, KEEP
 BT2152'LFET AND GO 0.7 MILE TO A T-ROAD RIGHT, CONTINUE STRAIGHT AHEAD
 BT2152'FOR 1.45 MILES TO A CROSSROADS.  CONTINUE STRAIGHT AHEAD
 BT2152'(FAWKNER ROAD) FOR 1.35 MILES TO THE AZIMUTH MARK ON THE RIGHT.
 BT2152'CONTINUE STRAIGHT AHEAD FOR 0.3 MILE TO TWO 24-INCH OAK TREES
 BT2152'AND A TELEPHONE POLE ON THE RIGHT, TURN RIGHT AND GO 0.6
 BT2152'MILE TO THE STATION ON THE LEFT.
 BT2152'
 BT2152'A 4-FOOT STAND WILL SEE A 113-FOOT LIGHT AT STATION WESLEY.
 BT2152'
 BT2152'A 4-FOOT STAND WILL SEE A 74-FOOT LIGHT AT STATION LINE.
 BT2152'
 BT2152'A 4-FOOT STAND WILL SEE A 100-FOOT LIGHT AT STATION RUCKER.
 BT2152'
 BT2152'HEIGHT OF LIGHT ABOVE STATION MARK - 1 METER.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE2271 ***********************************************************************
 EE2271  DESIGNATION -  FOX
 EE2271  PID         -  EE2271
 EE2271  STATE/COUNTY-  AL/DE KALB
 EE2271  USGS QUAD   -  SULPHUR SPRINGS (1982)
 EE2271
 EE2271                         *CURRENT SURVEY CONTROL
 EE2271  ___________________________________________________________________
 EE2271* NAD 83(1992)-  34 43 45.33292(N)    085 34 14.12470(W)     ADJUSTED  
 EE2271* NAVD 88     -       601.9    (meters)    1975.     (feet)  VERTCON   
 EE2271  ___________________________________________________________________
 EE2271  LAPLACE CORR-          -2.38  (seconds)                    DEFLEC99
 EE2271  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE2271
 EE2271  HORZ ORDER  -  FIRST
 EE2271
 EE2271.The horizontal coordinates were established by classical geodetic methods
 EE2271.and adjusted by the National Geodetic Survey in September 1997..
 EE2271
 EE2271.The NAVD 88 height was computed by applying the VERTCON shift value to
 EE2271.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 EE2271
 EE2271.The Laplace correction was computed from DEFLEC99 derived deflections.
 EE2271
 EE2271.The geoid height was determined by GEOID03.
 EE2271
 EE2271;                    North         East     Units Scale Factor Converg.
 EE2271;SPC AL E     -   469,028.365   224,063.142   MT  0.99996713   +0 08 58.9
 EE2271;SPC GA W     -   525,289.098   571,425.991   MT  1.00010369   -0 47 59.7
 EE2271;SPC GA W     - 1,723,385.98  1,874,753.44   sFT  1.00010369   -0 47 59.7
 EE2271;UTM  16      - 3,843,949.725   630,868.984   MT  0.99981109   +0 48 52.0
 EE2271
 EE2271!             -  Elev Factor  x  Scale Factor =   Combined Factor
 EE2271!SPC AL E     -   0.99991006  x   0.99996713  =   0.99987719
 EE2271!SPC GA W     -   0.99991006  x   1.00010369  =   1.00001374
 EE2271!UTM  16      -   0.99991006  x   0.99981109  =   0.99972117
 EE2271
 EE2271:                Primary Azimuth Mark                     Grid Az
 EE2271:SPC AL E     -  CARMEL                                   081 01 50.6
 EE2271:SPC GA W     -  CARMEL                                   081 58 49.2
 EE2271:UTM  16      -  CARMEL                                   080 21 57.5
 EE2271
 EE2271|---------------------------------------------------------------------|
 EE2271| PID    Reference Object                     Distance      Geod. Az  |
 EE2271|                                                           dddmmss.s |
 EE2271| EE2052 CARMEL                              APPROX.10.1 KM 0811049.5 |
 EE2271| CG5823 FOX RM 1                             17.165 METERS 16256     |
 EE2271| CG5824 FOX RM 2                             24.651 METERS 30050     |
 EE2271|---------------------------------------------------------------------|
 EE2271
 EE2271                          SUPERSEDED SURVEY CONTROL
 EE2271
 EE2271  NAD 83(1992)-  34 43 45.33566(N)    085 34 14.12707(W) AD(       ) 1
 EE2271  NAD 83(1986)-  34 43 45.33709(N)    085 34 14.12546(W) AD(       ) 1
 EE2271  NAD 27      -  34 43 45.05275(N)    085 34 14.24668(W) AD(       ) 1
 EE2271  NGVD 29 (07/19/86)  601.9    (m)         1975.     (f) VERT ANG       
 EE2271
 EE2271.Superseded values are not recommended for survey control.
 EE2271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE2271.See file dsdata.txt to determine how the superseded data were derived.
 EE2271
 EE2271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD3086943950(NAD 83)
 EE2271_MARKER: DS = TRIANGULATION STATION DISK
 EE2271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE2271_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 EE2271
 EE2271  HISTORY     - Date     Condition        Report By
 EE2271  HISTORY     - 1972     MONUMENTED       NGS
 EE2271
 EE2271                          STATION DESCRIPTION
 EE2271
 EE2271'DESCRIBED BY NATIONAL GEODETIC SURVEY 1972 (JLC)
 EE2271'NO MEASUREMENT BETWEEN RMS DUE TO THICK WOODS.
 EE2271'
 EE2271'NO SUITABLE LOCATION WAS FOUND FOR AN AZIMUTH MARK.
 EE2271'
 EE2271'THE STATION IS LOCATED ABOUT 3 MILES SOUTHWEST OF RISING FAWN,
 EE2271'GEORGIA, 0.8 MILE WEST OF THE ALABAMA-GEORGIA STATE LINE AND ON
 EE2271'THE SOUTH END AND HIGHEST POINT OF FOX MOUNTAIN.  IT IS ON
 EE2271'PROPERTY OWNED BY BO WATER PAPER COMPANY OF CALHOUN, TENNESSEE
 EE2271'WHOSE TELEPHONE NUMBER IS 229-8634.
 EE2271'
 EE2271'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 11 AND
 EE2271'STATE ROAD 117 IN HAMMONDVILLE, ALABAMA, GO NORTH ON U.S. HIGHWAY
 EE2271'11 FOR 10 MILES TO THE ALABAMA-GEORGIA STATE LINE.  CONTINUE
 EE2271'NORTH ON U.S. HIGHWAY 11 FOR 2.1 MILES TO A GRAVELED SIDE ROAD
 EE2271'ON THE LEFT.  TURN LEFT AND GO WEST ON THE GRAVELED ROAD, PASSING
 EE2271'UNDERNEATH INTERSTATE HIGHWAY 59, FOR 0.2 MILE TO A T-ROAD.
 EE2271'TURN RIGHT AND GO UPHILL IN A WESTERLY DIRECTION FOR 1.7 MILES
 EE2271'TO A SIDE ROAD ON THE LEFT JUST AFTER REACHING THE TOP OF THE
 EE2271'HILL.  CONTINUE AHEAD IN A WESTERLY DIRECTION FOR 0.2
 EE2271'MILE TO A FORK.  TAKE THE LEFT FORK AND CONTINUE IN A WESTERLY
 EE2271'DIRECTION FOR 0.4 MILE TO AN OFFSET CROSSRAOD AND AN OLD LOG
 EE2271'CABIN ON THE LEFT.  CONTINUE AHEAD AND GO IN A SOUTHERLY
 EE2271'DIRECTION FOR 0.7 MILE TO A DIM SIDE ROAD ON THE RIGHT.
 EE2271'CONTINUE AHEAD AND GO IN A SOUTHERLY DIRECTION FOR 0.1 MILE TO
 EE2271'THE TOP OF A SMALL RISE AND THE STATION ON THE RIGHT.
 EE2271'
 EE2271'STATION MARKS ARE STANDARD DISKS STAMPED FOX 1972.  THE SURFACE
 EE2271'DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 EE2271'MONUMENT THAT PROJECTS 5 INCHES ABOVE THE GROUND SURFACE.  IT IS
 EE2271'20 FEET WEST OF THE CENTER OF A WOODS ROAD, 10 FEET EAST OF A
 EE2271'10-INCH OAK TREE WITH A TRIANGLE BLAZE AND 3.7 FEET NORTHWEST OF
 EE2271'A METAL WITNESS POST.  THE UNDERGROUND DISK IS SET IN THE TOP OF
 EE2271'AN IRREGULAR MASS OF CONCRETE 42 INCHES BELOW THE GROUND
 EE2271'SURFACE.
 EE2271'
 EE2271'REFERENCE MARK 1, A STANDARD DISK STAMPED FOX NO 1 1972, IS
 EE2271'CEMENTED IN A DRILL HOLE IN OUTCROPPING BEDROCK WHICH PROJECTS
 EE2271'ABOUT 3 FEET ABOVE THE GROUND SURFACE.  IT IS 52.5 FEET
 EE2271'SOUTH-SOUTHEAST OF THE METAL WITNESS POST.
 EE2271'
 EE2271'REFERENCE MARK 2, A STANDARD DISK STAMPED FOX NO 2 1972, IS
 EE2271'CEMENTED IN A DRILL HOLE ON A LEDGE OF A LARGE BOULDER THAT
 EE2271'PROJECTS ABOUT 5 FEET ABOVE THE GROUND SURFACE.  THE LEDGE IS ON
 EE2271'THE SOUTHEAST EDGE OF THE BOULDER THAT HAS AN OVERALL HEIGHT OF
 EE2271'ABOUT 10 FEET.  IT IS 83 FEET NORTHWEST OF THE METAL WITNESS
 EE2271'POST.
 EE2271'
 EE2271'NOTE--FOUR WHEEL DRIVE REQUIRED THE LAST THREE MILES IN WET
 EE2271'WEATHER.
 EE2271'
 EE2271'HEIGHT OF LIGHT ABOVE STATION MARK 22.2 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0111 ***********************************************************************
 EF0111  DESIGNATION -  FR 25
 EF0111  PID         -  EF0111
 EF0111  STATE/COUNTY-  AL/MADISON
 EF0111  USGS QUAD   -  MOONTOWN (1974)
 EF0111
 EF0111                         *CURRENT SURVEY CONTROL
 EF0111  ___________________________________________________________________
 EF0111* NAD 83(1986)-  34 44 44.     (N)    086 26 10.     (W)     SCALED    
 EF0111* NAVD 88     -       191.519  (meters)     628.34   (feet)  ADJUSTED  
 EF0111  ___________________________________________________________________
 EF0111  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 EF0111  DYNAMIC HT  -         191.326 (meters)     627.71  (feet)  COMP
 EF0111  MODELED GRAV-     979,622.1   (mgal)                       NAVD 88
 EF0111
 EF0111  VERT ORDER  -  FIRST     CLASS II
 EF0111
 EF0111.The horizontal coordinates were scaled from a topographic map and have
 EF0111.an estimated accuracy of +/- 6 seconds.
 EF0111
 EF0111.The orthometric height was determined by differential leveling
 EF0111.and adjusted by the National Geodetic Survey in June 1991..
 EF0111
 EF0111.The geoid height was determined by GEOID03.
 EF0111
 EF0111.The dynamic height is computed by dividing the NAVD 88
 EF0111.geopotential number by the normal gravity value computed on the
 EF0111.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0111.degrees latitude (g = 980.6199 gals.).
 EF0111
 EF0111.The modeled gravity was interpolated from observed gravity values.
 EF0111
 EF0111;                    North         East    Units  Estimated Accuracy
 EF0111;SPC AL E     -   470,970.      144,810.      MT  (+/- 180 meters Scaled)
 EF0111
 EF0111                          SUPERSEDED SURVEY CONTROL
 EF0111
 EF0111  NGVD 29 (??/??/92)  191.477  (m)          628.20   (f) ADJ UNCH    1 2
 EF0111
 EF0111.Superseded values are not recommended for survey control.
 EF0111.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0111.See file dsdata.txt to determine how the superseded data were derived.
 EF0111
 EF0111_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED516449(NAD 83)
 EF0111_MARKER: Q = CHISELED SQUARE
 EF0111_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0111_SP_SET: PIER
 EF0111_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0111
 EF0111  HISTORY     - Date     Condition        Report By
 EF0111  HISTORY     - UNK      MONUMENTED
 EF0111  HISTORY     - 1949     GOOD             NGS
 EF0111  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0111
 EF0111                          STATION DESCRIPTION
 EF0111
 EF0111'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 EF0111'0.3 MI SE FROM BROWNSBORO.
 EF0111'ABOUT 0.3 MILE SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0111'AT BROWNSBORO, A CHISELED SQUARE IN THE TOP OF THE SOUTHEAST CORNER OF
 EF0111'THE UP STREAM END OF STONE PIER OF WOODEN TRESTLE NO. 327 2A, AT
 EF0111'TELEPHONE POLE NO. 7, 7 FEET NORTHEAST OF THE NORTHEAST RAIL AND ABOUT
 EF0111'5 1/2 FEET BELOW THE TRACK.
 EF0111
 EF0111                          STATION RECOVERY (1982)
 EF0111
 EF0111'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0111'NOT RECOVERED, NOT SEARCHED FOR AT THIS TIME.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2428 ***********************************************************************
 DH2428  DESIGNATION -  FRANCIS
 DH2428  PID         -  DH2428
 DH2428  STATE/COUNTY-  AL/CALHOUN
 DH2428  USGS QUAD   -  OHATCHEE (1949)
 DH2428
 DH2428                         *CURRENT SURVEY CONTROL
 DH2428  ___________________________________________________________________
 DH2428* NAD 83(1992)-  33 45 20.03149(N)    086 01 44.16240(W)     ADJUSTED  
 DH2428* NAVD 88     -       259.     (meters)     850.     (feet)  SCALED    
 DH2428  ___________________________________________________________________
 DH2428  LAPLACE CORR-           1.13  (seconds)                    DEFLEC99
 DH2428  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH2428
 DH2428  HORZ ORDER  -  FIRST
 DH2428
 DH2428.The horizontal coordinates were established by classical geodetic methods
 DH2428.and adjusted by the National Geodetic Survey in December 1992..
 DH2428
 DH2428.The orthometric height was scaled from a topographic map.
 DH2428
 DH2428.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2428
 DH2428.The geoid height was determined by GEOID03.
 DH2428
 DH2428;                    North         East     Units Scale Factor Converg.
 DH2428;SPC AL E     -   361,009.605   181,878.591   MT  0.99996405   -0 06 31.3
 DH2428;UTM  16      - 3,735,477.463   589,933.543   MT  0.99969971   +0 32 22.6
 DH2428
 DH2428!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2428!SPC AL E     -   0.99996387  x   0.99996405  =   0.99992792
 DH2428!UTM  16      -   0.99996387  x   0.99969971  =   0.99966359
 DH2428
 DH2428|---------------------------------------------------------------------|
 DH2428| PID    Reference Object                     Distance      Geod. Az  |
 DH2428|                                                           dddmmss.s |
 DH2428| CF9781 FRANCIS RM 1                          3.798 METERS 14559     |
 DH2428| CF9782 FRANCIS RM 2                         15.121 METERS 22217     |
 DH2428| CF9780 FRANCIS AZ MK                                      3305450.2 |
 DH2428|---------------------------------------------------------------------|
 DH2428
 DH2428                          SUPERSEDED SURVEY CONTROL
 DH2428
 DH2428  NAD 83(1986)-  33 45 20.03777(N)    086 01 44.15621(W) AD(       ) 1
 DH2428  NAD 27      -  33 45 19.68200(N)    086 01 44.26100(W) AD(       ) 1
 DH2428
 DH2428.Superseded values are not recommended for survey control.
 DH2428.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2428.See file dsdata.txt to determine how the superseded data were derived.
 DH2428
 DH2428_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8993435477(NAD 83)
 DH2428_MARKER: DS = TRIANGULATION STATION DISK
 DH2428_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2428
 DH2428  HISTORY     - Date     Condition        Report By
 DH2428  HISTORY     - 1941     MONUMENTED       CGS
 DH2428  HISTORY     - 1952     GOOD             CGS
 DH2428  HISTORY     - 1978     MARK NOT FOUND   USE
 DH2428
 DH2428                          STATION DESCRIPTION
 DH2428
 DH2428'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (GWL)
 DH2428'STATION IS LOCATED ABOUT 12 MILES NORTHWEST OF ANNISTON AND
 DH2428'ABOUT 2.5 MILES WEST OF OHATCHEE AND ABOUT 1 MILE EAST OF THE
 DH2428'COOSA RIVER ON A HIGH WOODED HILL LOCALLY KNOWN AS BIG MOUNTAIN
 DH2428'AND OWNED BY THE ALABAMA MINERAL COMPANY OF BIRMINGHAM,
 DH2428'ALABAMA.  THE STATION MARK IS STAMPED FRANCIS 1941 AND PROJECTS
 DH2428'4 INCHES ABOVE THE GROUND.
 DH2428'
 DH2428'SURFACE, UNDERGROUND, AND AZIMUTH MARKS ARE STANDARD BRONZE
 DH2428'DISKS SET IN CONCRETE.
 DH2428'REFERENCE MARKS NOS. 1 AND 2 ARE STANDARD BRONZE DISKS SET IN
 DH2428'CONCRETE IN OUTCROPPING BEDROCK.
 DH2428'
 DH2428'AZIMUTH MARK IS 0.5 MILE NORTHEAST OF THE STATION, 22 FEET NORTH
 DH2428'OF THE CENTER OF GRAVEL ROAD ON PROPERTY OWNED BY J. H. BUNT
 DH2428'WHO LIVES 0.1 MILE WEST OF THE STATION.  MARK IS STAMPED
 DH2428'FRANCIS 1941 AND PROJECTS 4 INCHES ABOVE THE GROUND.  TO REACH
 DH2428'FROM THE POST OFFICE IN OHATCHEE, GO WEST ACROSS RAILROAD TRACKS
 DH2428'FOR 0.3 MILE TO GRAVEL ROAD LEFT, TURN LEFT AND FOLLOW MAIN
 DH2428'TRAVELED ROAD FOR 2.35 MILES TO MARK ON RIGHT.
 DH2428'
 DH2428'REFERENCE MARK NO. 1 IS SOUTH OF THE STATION, SET IN BEDROCK
 DH2428'ABOUT 18 INCHES IN DIAMETER, AND PROJECTS 6 INCHES ABOVE GROUND.
 DH2428'MARK IS STAMPED FRANCIS 1941 NO. 1.
 DH2428'
 DH2428'REFERENCE MARK NO. 2 IS SOUTHWEST OF THE STATION SET IN
 DH2428'BEDROCK, 10 FEET NORTH OF WOODS ROAD.  THE ROCK IS ABOUT 12
 DH2428'INCHES IN DIAMETER AND PROJECTS 6 INCHES ABOVE THE GROUND.  MARK
 DH2428'IS STAMPED FRANCIS 1941 NO. 2.
 DH2428'
 DH2428'TO REACH FROM THE POST OFFICE IN OHATCHEE, GO WEST ON GRAVEL
 DH2428'ROAD 0.3 MILE TO GRAVEL ROAD LEFT, TURN LEFT AND FOLLOW MAIN
 DH2428'TRAVELED ROAD FOR 2.95 MILES TO A BRIDGE AT THE FERRY ACROSS THE
 DH2428'COOSA RIVER, CONTINUE ACROSS BRIDGE AND GO 0.8 MILE TO A SIDE
 DH2428'ROAD LEFT BY A SAW DUST PILE, HERE TURN LEFT AND GO 0.2 MILE
 DH2428'TO A FARMHOUSE, CONTINUE ON PAST FARMHOUSE ON OLD ROAD FOR 0.35
 DH2428'MILE TO A TRIPLE NOTCHED TREE ON THE LEFT AT A DIM WOODS ROAD
 DH2428'UP VALLEY, TURN LEFT ON THIS ROAD AND CONTINUE UP THE VALLEY
 DH2428'TO A SADDLE AND BLAZED TREE, HERE BEAR RIGHT AND CONTINUE ON
 DH2428'OLD ROAD PASSING TO THE LEFT OF THE FIRST KNOLL AND ON OUT THE
 DH2428'RIDGE TO THE HIGHEST POINT AND STATION ABOUT 0.6 MILE FROM
 DH2428'WHERE YOU FIRST ENTER THE WOODS.
 DH2428'
 DH2428'HEIGHT OF LIGHT ABOVE STATION MARK - 2.5 METERS.
 DH2428
 DH2428                          STATION RECOVERY (1952)
 DH2428
 DH2428'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1952 (AMS)
 DH2428'STATION RECOVERED AS DESCRIBED.
 DH2428
 DH2428                          STATION RECOVERY (1978)
 DH2428
 DH2428'RECOVERY NOTE BY US ENGINEERS 1978
 DH2428'STATION REPORTED DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2568 ***********************************************************************
 DH2568  DESIGNATION -  FRANKLIN
 DH2568  PID         -  DH2568
 DH2568  STATE/COUNTY-  AL/TUSCALOOSA
 DH2568  USGS QUAD   -  LAKE NICOL (1974)
 DH2568
 DH2568                         *CURRENT SURVEY CONTROL
 DH2568  ___________________________________________________________________
 DH2568* NAD 83(1992)-  33 17 48.98145(N)    087 26 17.52568(W)     ADJUSTED  
 DH2568* NAVD 88     -       161.3    (meters)     529.     (feet)  VERTCON   
 DH2568  ___________________________________________________________________
 DH2568  LAPLACE CORR-          -1.55  (seconds)                    DEFLEC99
 DH2568  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH2568
 DH2568  HORZ ORDER  -  FIRST
 DH2568
 DH2568.The horizontal coordinates were established by classical geodetic methods
 DH2568.and adjusted by the National Geodetic Survey in December 1992..
 DH2568
 DH2568.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2568.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2568
 DH2568.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2568
 DH2568.The geoid height was determined by GEOID03.
 DH2568
 DH2568;                    North         East     Units Scale Factor Converg.
 DH2568;SPC AL W     -   365,544.655   605,755.455   MT  0.99993374   +0 02 02.1
 DH2568;UTM  16      - 3,684,292.095   459,202.546   MT  0.99962052   -0 14 26.0
 DH2568
 DH2568!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2568!SPC AL W     -   0.99997921  x   0.99993374  =   0.99991295
 DH2568!UTM  16      -   0.99997921  x   0.99962052  =   0.99959973
 DH2568
 DH2568|---------------------------------------------------------------------|
 DH2568| PID    Reference Object                     Distance      Geod. Az  |
 DH2568|                                                           dddmmss.s |
 DH2568| CF9789 FRANKLIN RM 1                        21.531 METERS 06028     |
 DH2568| CF9788 FRANKLIN AZ MK 2                                   0665057.0 |
 DH2568| DH2569 PETERSON MUN STANDPIPE              APPROX. 6.0 KM 1444852.3 |
 DH2568| CF9787 FRANKLIN AZ MK                                     1973550.5 |
 DH2568| DH2593 TUSCALOOSA RADIO STA WTBC MAST      APPROX.13.9 KM 2194815.3 |
 DH2568| DH2605 HOLT GULF STATES PAPER STACK        APPROX. 9.9 KM 2233710.0 |
 DH2568| DH2576 PARTLOW ST SCHOOL TANK              APPROX. 9.9 KM 2492112.2 |
 DH2568| DH2857 FRANKLIN 2                          132.377 METERS 30042     |
 DH2568| CF9790 FRANKLIN RM 2                        22.127 METERS 30229     |
 DH2568|---------------------------------------------------------------------|
 DH2568
 DH2568                          SUPERSEDED SURVEY CONTROL
 DH2568
 DH2568  NAD 83(1986)-  33 17 48.98707(N)    087 26 17.52819(W) AD(       ) 1
 DH2568  NAD 27      -  33 17 48.56958(N)    087 26 17.51782(W) AD(       ) 1
 DH2568  NGVD 29 (07/19/86)  161.3    (m)          529.     (f) VERT ANG       
 DH2568
 DH2568.Superseded values are not recommended for survey control.
 DH2568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2568.See file dsdata.txt to determine how the superseded data were derived.
 DH2568
 DH2568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5920384292(NAD 83)
 DH2568_MARKER: DS = TRIANGULATION STATION DISK
 DH2568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2568_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2568_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2568
 DH2568  HISTORY     - Date     Condition        Report By
 DH2568  HISTORY     - 1939     MONUMENTED       CGS
 DH2568  HISTORY     - 1967     GOOD             USGS
 DH2568  HISTORY     - 1970     GOOD             NGS
 DH2568  HISTORY     - 19840101 SEE DESCRIPTION  NGS
 DH2568
 DH2568                          STATION DESCRIPTION
 DH2568
 DH2568'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DH2568'ABOUT 10 MILES NORTHEAST OF NORTHPORT, 8 MILES WEST-NORTHWEST OF
 DH2568'THE BROOKWOOD SCHOOL, ON THE TOP OF A ROUNDED KNOLL COVERED WITH
 DH2568'SCRUB OAK, AT THE APPROXIMATE CORNER OF SECS. 13, 14, 23 AND 24,
 DH2568'T. 20 S., R. 9 W., ON PROPERTY BELONGING TO MR. FRANKLIN, ON THE
 DH2568'HIGHEST POINT, 46.5 FEET SOUTH-SOUTHEAST OF A 10-INCH OAK TREE,
 DH2568'23.5 FEET NORTHWEST OF A 6-INCH OAK TREE, AND PROJECTS 6 INCHES.
 DH2568'
 DH2568'TO REACH STATION FROM THE NORTH END OF THE BRIDGE OVER THE BLACK
 DH2568'WARRIOR RIVER IN NORTHPORT, GO NORTH ON THE MACADAM ROAD FOR 0.4
 DH2568'MILE TO THE FIRST STOP LIGHT, TURN RIGHT AND FOLLOW MAIN ROAD
 DH2568'(WATERMELLON ROAD), FOR 9.2 MILES TO A T-ROAD, RIGHT, AND A
 DH2568'SCHOOLHOUSE ON THE LEFT, TURN RIGHT AND FOLLOW THE MAIN TRAVELED
 DH2568'ROAD FOR 1.55 MILES TO A FORK, TAKE LEFT FORK AND GO 0.75 MILE
 DH2568'TO A FORK, TURN RIGHT AND GO 0.9 MILE TO ANOTHER FORK, THENCE
 DH2568'TAKE RIGHT FORK AND GO 0.15 MILE TO A HOUSE ON LEFT, TURN IN
 DH2568'THE DRIVEWAY AND BEAR LEFT UP THE HILL FOR 0.15 MILE TO
 DH2568'THE TOP OF HILL AND THE STATION.
 DH2568'
 DH2568'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 DH2568'BRONZE DISKS SET IN CONCRETE.
 DH2568'
 DH2568'REFERENCE MARK NO. 1 IS NORTHEAST OF THE STATION, AND PROJECTS 6
 DH2568'INCHES.  REFERENCE MARK NO. 2 IS NORTHWEST OF THE STATION, 11 FEET
 DH2568'SOUTH OF A 6-INCH OAK TREE, AND PROJECTS 6 INCHES.
 DH2568'
 DH2568'AZIMUTH MARK IS ABOUT 0.3 MILE SOUTH OF THE STATION, SET IN THE
 DH2568'SOUTHEAST CORNER OF THE BACK YARD OF A DWELLING, 33 FEET
 DH2568'SOUTHEAST OF THE SOUTHEAST CORNER OF THE HOUSE, 10 FEET WEST OF A
 DH2568'PICKET FENCE, AND PROJECTS 4 INCHES.
 DH2568'
 DH2568'NO OBJECTS VISIBLE FROM GROUND.
 DH2568'
 DH2568'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
 DH2568
 DH2568                          STATION RECOVERY (1967)
 DH2568
 DH2568'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1967
 DH2568'ALL MARKS RECOVERED IN GOOD CONDITION EXCEPT THE AZIMUTH MARK,
 DH2568'WHICH WAS NOT FOUND.
 DH2568'TO REACH FROM THE INTERSECTION OF STATE HIGHWAY 69, 43 AND U.S. 82
 DH2568'IN NORTHPORT (AT 4-WAY STOP SIGN), GO EAST ON US 82 FOR 1.5 MILES
 DH2568'TO A CROSS ROAD, TURN LEFT (N) AND GO 7.1 MILES, PASSING PARTLOW
 DH2568'STATE SCHOOL ON RIGHT, TO A T-ROAD, TURN RIGHT (E) AND GO 4.8
 DH2568'MILES (PASSING LAKE NICOL ON LEFT) TO A T-ROAD RIGHT, FRANKLIN
 DH2568'GROCERY AND SERVICE STATION IS ON LEFT.  TURN RIGHT AND GO 1.1
 DH2568'MILE TO A REVERSE Y-INTERSECTION, TURN HARD LEFT AND GO 50
 DH2568'FEET TO A WOODS ROAD RIGHT (WOODS ROAD FORKS JUST AFTER
 DH2568'LEAVING THE GRAVEL ROAD).  TAKE LEFT FORK OF WOODS ROAD AND
 DH2568'GO ABOUT 0.2 MILE TO TOP OF TIMBERED HILL AND STATION.
 DH2568'
 DH2568'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN- 10 MILES NE
 DH2568'OF TUSCALOOSA
 DH2568
 DH2568                          STATION RECOVERY (1970)
 DH2568
 DH2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 DH2568'THE STATION MARK AND REFERENCE MARKS 1 AND 2 WERE RECOVERED IN GOOD
 DH2568'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR BUT NOT RECOVERED.  IT
 DH2568'IS BELIEVED THE MARK HAS BEEN DESTROYED.  A DIFFERENCE IN DISTANCE
 DH2568'OF .03 FOOT SHORTER TO REFERENCE MARK 1, .02 FOOT LONGER TO
 DH2568'REFERENCE MARK 2 WAS NOTED AND VERIFIED AT THIS TIME.  AZIMUTH
 DH2568'MARK 2 WAS ESTABLISHED AT THIS TIME.  A NEW AND COMPLETE
 DH2568'DESCRIPTION FOLLOWS.
 DH2568'
 DH2568'THE STATION IS LOCATED ABOUT 10 MILES NORTHEAST OF TUSCALOOSA, 7-1/2
 DH2568'MILES WEST-NORTHWEST OF BROOKWOOD AND 5 MILES NORTHEAST OF HOLT.
 DH2568'THE PROPERTY IS OWNED BY THE GULF STATES PAPER COMPANY OF
 DH2568'TUSCALOOSA.
 DH2568'
 DH2568'TO REACH THE STATION FROM THE JUNCTION OF U. S. HIGHWAYS 11 AND 82
 DH2568'BYPASS, JUST EAST OF THE DRUID HOSPITAL, 2-1/2 MILES EAST OF THE
 DH2568'CENTER OF TUSCALOOSA, GO NORTH ON U. S. HIGHWAY 82 BYPASS FOR 1.3
 DH2568'MILES TO THE BRIDGE OVER BLACK WARRIOR RIVER, CONTINUE NORTH ON 82
 DH2568'BYPASS FOR 0.45 MILE TO A CROSSROAD, TURN RIGHT AND GO NORTHEAST
 DH2568'ON STATE ROUTE 30 FOR 3.1 MILES TO A FORK, SIGN HOLT RESERVOIR,
 DH2568'TAKE THE RIGHT FORK AND GO NORTHEAST ON A PAVED ROAD FOR 3.65
 DH2568'MILES TO A T-ROAD, TURN RIGHT AND GO EASTERLY ON PAVED ROAD FOR
 DH2568'0.6 MILE TO A BRIDGE AT A DAM, CONTINUE EASTERLY ON PAVED ROAD
 DH2568'FOR 3.0 MILES TO A T-ROAD, AT STORE AND SERVICE STATION ON LEFT.
 DH2568'TURN RIGHT AND GO SOUTH-SOUTHEAST ON PAVED ROAD FOR 0.9 MILE TO
 DH2568'A SIDE ROAD LEFT, ( TO REACH THE AZIMUTH MARK 2 FROM THIS
 DH2568'POINT, TURN LEFT AND GO EAST ON A GRADED ROAD FOR 0.4 MILE TO
 DH2568'THE MARK ON LEFT), CONTINUE AHEAD ON PAVED ROAD FOR 0.1 MILE TO
 DH2568'A REVERSE FORK, TURN SHARP LEFT AND GO NORTH ABOUT 50 FEET TO TWO
 DH2568'WOODS ROADS ON RIGHT AT TRIANGULAR BLAZED PINE TREE,
 DH2568'TURN RIGHT AND TAKE THE LEFT WOODS ROAD UPHILL FOR 0.15 MILE TO THE
 DH2568'SUMMIT OF HILL AND THE STATION.
 DH2568'
 DH2568'STATION MARKS ARE STANDARD DISKS STAMPED FRANKLIN 1939.  THE SURFACE
 DH2568'DISK IS SET IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT
 DH2568'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 16 FEET
 DH2568'SOUTH-SOUTHEAST OF A 10-INCH TRIANGULAR BLAZED OAK TREE, 15.5 FEET
 DH2568'SOUTHWEST OF AN 8-INCH TRIANGULAR BLAZED PINE TREE AND 1.7 FEET
 DH2568'WEST-NORTHWEST OF A METAL WITNESS POST.  THE UNDERGROUND MARK IS
 DH2568'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE.
 DH2568'
 DH2568'REFERENCE MARK 1, A STANDARD DISK STAMPED FRANKLIN NO 1 1939, IS SET
 DH2568'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 5
 DH2568'INCHES ABOVE THE GROUND SURFACE.  IT IS 19.5 FEET NORTH-NORTHEAST
 DH2568'OF A 14-INCH TRIANGULAR BLAZED PINE TREE, 15 FEET WEST OF THE
 DH2568'CENTER OF A DIM TRACK ROAD AND ABOUT 4 FEET LOWER THAN THE
 DH2568'STATION.
 DH2568'
 DH2568'REFERENCE MARK 2, A STANDARD DISK STAMPED FRANKLIN NO 2 1939, IS SET
 DH2568'IN THE TOP OF A 10-INCH SQUARE CONCRETE MONUMENT THAT PROJECTS 8
 DH2568'INCHES ABOVE THE GROUND SURFACE.  IT IS SET IN THE CENTER OF THE
 DH2568'WOODS ROAD LEADING TO STATION, 18 FEET NORTHWEST OF A 12-INCH
 DH2568'TRIANGULAR BLAZED OAK TREE AND ABOUT 2 FEET LOWER THAN THE
 DH2568'STATION.
 DH2568'
 DH2568'THE AZIMUTH MARK 2, A STANDARD DISK STAMPED FRANKLIN 1939 NO 2 1970,
 DH2568'IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE MONUMENT THAT
 DH2568'PROJECTS 6 INCHES ABOVE THE GROUND SURFACE.  IT IS 30 FEET NORTH OF
 DH2568'THE CENTER OF THE GRADED ROAD, 4 FEET SOUTHWEST OF A 10-INCH
 DH2568'TRIANGULAR BLAZED PINE TREE AND 2.4 FEET SOUTH OF A METAL WITNESS
 DH2568'POST.
 DH2568'
 DH2568'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--5 MILES
 DH2568'NORTHEAST OF HOLT.
 DH2568'
 DH2568'HEIGHT OF LIGHT ABOVE STATION MARK 72.8 FEET.
 DH2568
 DH2568                          STATION RECOVERY (1984)
 DH2568
 DH2568'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DH2568'THE STATION MARK, REFERNCE MARK NO 1 AND NO 2 WERE RECOVERED IN GOOD
 DH2568'CONDITION.  THE AZIMUTH MARK WAS SEARCHED FOR, BUT WAS NOT FOUND AND
 DH2568'WOULD NOT HAVE BEEN VISIBLE FROM THE GROUND.  THE STATION IS GOING TO
 DH2568'BE DESTROYED BY CONSTRUCTION OF A GAS PUMPING STATION.  A COMPLETE NEW
 DH2568'STATION FRANKLIN 2 WAS ESTABLISHED AT THIS DATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2857 ***********************************************************************
 DH2857  DESIGNATION -  FRANKLIN 2
 DH2857  PID         -  DH2857
 DH2857  STATE/COUNTY-  AL/TUSCALOOSA
 DH2857  USGS QUAD   -  LAKE NICOL (1974)
 DH2857
 DH2857                         *CURRENT SURVEY CONTROL
 DH2857  ___________________________________________________________________
 DH2857* NAD 83(1992)-  33 17 51.17511(N)    087 26 21.92525(W)     ADJUSTED  
 DH2857* NAVD 88     -       154.0    (meters)     505.     (feet)  VERTCON   
 DH2857  ___________________________________________________________________
 DH2857  LAPLACE CORR-          -1.54  (seconds)                    DEFLEC99
 DH2857  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH2857
 DH2857  HORZ ORDER  -  FIRST
 DH2857
 DH2857.The horizontal coordinates were established by classical geodetic methods
 DH2857.and adjusted by the National Geodetic Survey in December 1992..
 DH2857
 DH2857.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2857.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2857
 DH2857.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2857
 DH2857.The geoid height was determined by GEOID03.
 DH2857
 DH2857;                    North         East     Units Scale Factor Converg.
 DH2857;SPC AL W     -   365,612.166   605,641.598   MT  0.99993373   +0 01 59.7
 DH2857;UTM  16      - 3,684,360.130   459,089.049   MT  0.99962063   -0 14 28.5
 DH2857
 DH2857!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2857!SPC AL W     -   0.99998036  x   0.99993373  =   0.99991409
 DH2857!UTM  16      -   0.99998036  x   0.99962063  =   0.99960099
 DH2857
 DH2857|---------------------------------------------------------------------|
 DH2857| PID    Reference Object                     Distance      Geod. Az  |
 DH2857|                                                           dddmmss.s |
 DH2857| DH2568 FRANKLIN                            132.377 METERS 12042     |
 DH2857| CS7192 FRANKLIN 2 RM 4                      34.007 METERS 26735     |
 DH2857| DH2858 FRANKLIN 2 RM 5                     173.139 METERS 27205     |
 DH2857| CS7191 FRANKLIN 2 RM 3                      22.377 METERS 35959     |
 DH2857|---------------------------------------------------------------------|
 DH2857
 DH2857                          SUPERSEDED SURVEY CONTROL
 DH2857
 DH2857  NAD 83(1986)-  33 17 51.18073(N)    087 26 21.92777(W) AD(       ) 1
 DH2857  NGVD 29 (09/30/92)  154.0    (m)          505.     (f) VERT ANG       
 DH2857
 DH2857.Superseded values are not recommended for survey control.
 DH2857.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2857.See file dsdata.txt to determine how the superseded data were derived.
 DH2857
 DH2857_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5908984360(NAD 83)
 DH2857_MARKER: DS = TRIANGULATION STATION DISK
 DH2857_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2857_STAMPING: FRANKLIN 2 1984
 DH2857_MARK LOGO: NGS   
 DH2857_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2857_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2857+STABILITY: SURFACE MOTION
 DH2857
 DH2857  HISTORY     - Date     Condition        Report By
 DH2857  HISTORY     - 1984     MONUMENTED       NGS
 DH2857
 DH2857                          STATION DESCRIPTION
 DH2857
 DH2857'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DH2857'STATION IS LOCATED ABOUT 10 MI (16.09 KM) NORTHEAST OF NORTHPORT,
 DH2857'ABOUT 8 MI (12.87 KM) WEST NORTHWEST OF BROOKWOOD SCHOOL, AT THE
 DH2857'CORNER OF SECTIONS 13, 14, 23 AND 24, T 20S, R 9W ON PROPERTY OF GULF
 DH2857'STATES PAPER CORPORATION.  TO REACH FROM THE JUNCTION OF I-59 AND US
 DH2857'HIGHWAY 82 IN TUSCALOOSA, GO NORTH ON US HIGHWAY 82 FOR 3.6 MI (5.79
 DH2857'KM) TO JUNCTION OF COUNTY ROUTE 30 (RICE MINE ROAD) , TURN RIGHT AND
 DH2857'FOLLOW ROUTE 30 FOR 2.8 MI (4.51 KM) TO THE JUNCTION OF COUNTY ROUTE
 DH2857'87, TURN RIGHT AND FOLLOW ROUTE 87 FOR 3.2 MI (5.15 KM) TO A T-ROAD,
 DH2857'TURN RIGHT AND GO EASTERLY FOR 3.6 MI (5.79 KM) TO A Y FORK AND
 DH2857'JUNCTION OF COUNTY ROUTE 89, TAKE THE RIGHT FORK AND GO SOUTHERLY ON
 DH2857'ROUTE 89 FOR 1.0 MI (1.61 KM) TO A DIRT SIDEROAD ON THE LEFT AND
 DH2857'REFERENCE MARK NO 5 ON THE RIGHT, TURN LEFT ON DIRT ROAD FOR 0.1 MI
 DH2857'(0.16 KM) TO TOP OF GRADE AND STATION ON THE RIGHT. STATION MARK IS A
 DH2857'STANDARD NGS DISK, STAMPED FRANKLIN 2 1984, SET IN THE TOP OF A ROUND
 DH2857'CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 34.14 M (112.01 FT) EAST
 DH2857'OF POWER POLE WITH GUY WIRE, 28.65 M (94.00 FT) SOUTHWEST OF A POWER
 DH2857'POLE, 16.76 M (54.99 FT) SOUTH OF CENTER OF DIRT ROAD, 11.03 M (36.19
 DH2857'FT) NORTHEAST OF A CONCRETE PROPERTY LINE MARKER , 0.61 M (2.00 FT)
 DH2857'EAST OF A FIBERGLASS WITNESS POST AND 0.76 M (2.49 FT) WEST OF A
 DH2857'FIBERGLASS WEST OF A FIBERGLASS WITNESS POST. REFERENCE MARK NO 3 IS A
 DH2857'STANDARD NGS DISK, STAMPED FRANKLIN 2 NO 3 1984, SET IN THE TOP OF A
 DH2857'ROUND CONCRETE POST, FLUSH WITH THE GROUND. IT IS 26.91 M (88.29 FT)
 DH2857'NORTHWEST OF A POWER POLE, 41.45 M (135.99 FT) EAST NORTHEAST OF POWER
 DH2857'POLE WITH GUY WIRE, 5.49 M (18.01 FT) NORTH OF THE CENTER OF DIRT ROAD
 DH2857'AND 0.46 M (1.51 FT) WEST OF A FIBERGLASS WITNESS POST. REFERENCE MARK
 DH2857'NO 4 IS A STANDARD NGS DISK, STAMPED FRANKLIN 2 NO 4 1984, SET IN THE
 DH2857'TOP OF A ROUND CONCRETE POST, FLUSH WITH THE GROUND.  IT IS 6.40 M
 DH2857'(21.00 FT) SOUTH OF THE CENTER OF DIRT ROAD, 5.91 M (19.39 FT)
 DH2857'NORTHEAST OF SECTION CORNER POST, 3.04 M (9.97 FT) NORTH OF GUY WIRE
 DH2857'BASE, 0.46 M (1.51 FT) SOUTH SOUTHEAST OF POWER POLE WITH GUY WIRE AND
 DH2857'0.36 M (1.18 FT) EAST OF A FIBERGLASS WITNESS POST. REFERENCE MARK NO
 DH2857'5 IS A STANDARD NGS DISK, STAMPED FRANKLIN 2 NO 5 1984.  IT IS 28.95 M
 DH2857'(94.98 FT) NORTH NORTHWEST OF THE EXTENDED CENTER OF DIRT ROAD LEADING
 DH2857'EAST, 11.28 M (37.01 FT) NORTH OF THE WEST END OF AN 18 INCH METAL
 DH2857'CULVERT, 5.79 M (19.00 FT) WEST OF THE CENTER OF COUNTY ROUTE 89, 1.2
 DH2857'M (3.94 FT) NORTH OF AN 8 INCH PINE TREE AND 0.30 M (0.98 FT) SOUTH OF
 DH2857'A FIBERGLASS WITNESS POST ABOUT 2 FT (0.61 M) BELOW LEVEL OF PAVED
 DH2857'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2858 ***********************************************************************
 DH2858  DESIGNATION -  FRANKLIN 2 RM 5
 DH2858  PID         -  DH2858
 DH2858  STATE/COUNTY-  AL/TUSCALOOSA
 DH2858  USGS QUAD   -  LAKE NICOL (1974)
 DH2858
 DH2858                         *CURRENT SURVEY CONTROL
 DH2858  ___________________________________________________________________
 DH2858* NAD 83(1992)-  33 17 51.37881(N)    087 26 28.61307(W)     ADJUSTED  
 DH2858* NAVD 88     -       142.5    (meters)     468.     (feet)  VERTCON   
 DH2858  ___________________________________________________________________
 DH2858  LAPLACE CORR-          -1.52  (seconds)                    DEFLEC99
 DH2858  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DH2858
 DH2858  HORZ ORDER  -  THIRD
 DH2858
 DH2858.The horizontal coordinates were established by classical geodetic methods
 DH2858.and adjusted by the National Geodetic Survey in December 1992..
 DH2858
 DH2858.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2858.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2858
 DH2858.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2858
 DH2858.The geoid height was determined by GEOID03.
 DH2858
 DH2858;                    North         East     Units Scale Factor Converg.
 DH2858;SPC AL W     -   365,618.343   605,468.580   MT  0.99993370   +0 01 56.0
 DH2858;UTM  16      - 3,684,367.133   458,916.117   MT  0.99962081   -0 14 32.1
 DH2858
 DH2858!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2858!SPC AL W     -   0.99998217  x   0.99993370  =   0.99991587
 DH2858!UTM  16      -   0.99998217  x   0.99962081  =   0.99960299
 DH2858
 DH2858                          SUPERSEDED SURVEY CONTROL
 DH2858
 DH2858  NAD 83(1986)-  33 17 51.38443(N)    087 26 28.61557(W) AD(       ) 3
 DH2858  NGVD 29 (09/30/92)  142.4    (m)          467.     (f) VERT ANG       
 DH2858
 DH2858.Superseded values are not recommended for survey control.
 DH2858.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2858.See file dsdata.txt to determine how the superseded data were derived.
 DH2858
 DH2858_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB5891684367(NAD 83)
 DH2858_MARKER: DR = REFERENCE MARK DISK
 DH2858_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2858_STAMPING: FRANKLIN 2 NO 5 1984
 DH2858_MARK LOGO: NGS   
 DH2858_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH2858_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2858+STABILITY: SURFACE MOTION
 DH2858
 DH2858  HISTORY     - Date     Condition        Report By
 DH2858  HISTORY     - 1984     MONUMENTED       NGS
 DH2858
 DH2858                          STATION DESCRIPTION
 DH2858
 DH2858'DESCRIBED BY NATIONAL GEODETIC SURVEY 1984 (CLN)
 DH2858'THE MARK IS LOCATED ABOUT 10 MI (16.09 KM) NORTHEAST OF NORTHPORT ON
 DH2858'THE RIGHT OF WAY OF COUNTY ROUTE 89, IN SECTIONLINE FOR SECTIONS 14
 DH2858'AND 23, T 205, R 9W.  TO REACH FROM THE JUNCTION OF I-59 AND US
 DH2858'HIGHWAY 82 IN TUSCALOOSA GO NORTH ON HIGHWAY 82 FOR 3.6 MI (5.79 KM)
 DH2858'TO JUNCTION OF COUNTY ROUTE 30 (RICE MINE ROAD) , TURN RIGHT AND
 DH2858'FOLLOW ROUTE 30 FOR 2.8 MI (4.51 KM) TO THE JUNCTION OF COUNTY ROUTE
 DH2858'87, TURN RIGHT AND FOLLOW ROUTE 87 FOR 3.2 MI (5.15 KM) TO A T-ROAD,
 DH2858'TURN RIGHT AND GO EASTERLY FOR 3.6 MI (5.79 KM) TO A FORK AND JUNCTION
 DH2858'OF COUNTY ROUTE 89, TAKE RIGHT FORK AND GO SOUTHERLY ON ROUTE 89 FOR
 DH2858'1.0 MI (1.61 KM) TO MARK ON THE RIGHT, JUST BEFORE REACHING A DIRT
 DH2858'ROAD ON THE LEFT.  REFERENCE MARK NO 5 IS A STANDARD NGS DISK, STAMPED
 DH2858'FRANKLIN 2 NO 5 1984, SET IN THE TOP OF A ROUND CONCRETE POST, FLUSH
 DH2858'WITH THE GROUND AND ABOUT 2 FT (0.61 M) BELOW LEVEL OF ROAD.  IT IS
 DH2858'28.95 M (94.98 FT) NORTH NORTHWEST OF THE EXTENDED CENTER OF DIRT ROAD
 DH2858'LEADING EAST, 11.28 M (37.01 FT) NORTH OF THE WEST END OF AN 18 INCH
 DH2858'METAL CULVERT, 5.79 M (19.00 FT) WEST OF THE CENTER OF COUNTY ROUTE
 DH2858'89, 1.20 M (3.94 FT) NORTH OF AN 8 INCH PINE TREE AND 0.30 M (0.98 FT)
 DH2858'SOUTH OF A FIBERGLASS WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG3991 ***********************************************************************
 BG3991  DESIGNATION -  FRED
 BG3991  PID         -  BG3991
 BG3991  STATE/COUNTY-  AL/BALDWIN
 BG3991  USGS QUAD   -  PERDIDO BAY (1992)
 BG3991
 BG3991                         *CURRENT SURVEY CONTROL
 BG3991  ___________________________________________________________________
 BG3991* NAD 83(1992)-  30 21 43.44359(N)    087 27 46.43797(W)     ADJUSTED  
 BG3991* NAVD 88     -        -0.     (meters)      -0.     (feet)  SCALED    
 BG3991  ___________________________________________________________________
 BG3991  LAPLACE CORR-           1.16  (seconds)                    DEFLEC99
 BG3991  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BG3991
 BG3991  HORZ ORDER  -  THIRD
 BG3991
 BG3991.The horizontal coordinates were established by classical geodetic methods
 BG3991.and adjusted by the National Geodetic Survey in December 1992..
 BG3991
 BG3991.The orthometric height was scaled from a topographic map.
 BG3991
 BG3991.The Laplace correction was computed from DEFLEC99 derived deflections.
 BG3991
 BG3991.The geoid height was determined by GEOID03.
 BG3991
 BG3991;                    North         East     Units Scale Factor Converg.
 BG3991;SPC AL W     -    40,135.100   603,566.392   MT  0.99993349   +0 01 07.5
 BG3991;SPC FL N     -   154,683.006   315,209.427   MT  0.99995419   -1 29 20.2
 BG3991;SPC FL N     -   507,489.16  1,034,149.60   sFT  0.99995419   -1 29 20.2
 BG3991;UTM  16      - 3,358,997.318   455,517.140   MT  0.99962441   -0 14 02.3
 BG3991
 BG3991!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BG3991!SPC AL W     -   1.00000434  x   0.99993349  =   0.99993783
 BG3991!SPC FL N     -   1.00000434  x   0.99995419  =   0.99995853
 BG3991!UTM  16      -   1.00000434  x   0.99962441  =   0.99962875
 BG3991
 BG3991                          SUPERSEDED SURVEY CONTROL
 BG3991
 BG3991  NAD 83(1986)-  30 21 43.46284(N)    087 27 46.44199(W) AD(       ) 3
 BG3991  NAD 27      -  30 21 42.74500(N)    087 27 46.51900(W) AD(       ) 3
 BG3991
 BG3991.Superseded values are not recommended for survey control.
 BG3991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG3991.See file dsdata.txt to determine how the superseded data were derived.
 BG3991
 BG3991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU5551758997(NAD 83)
 BG3991_MARKER: DS = TRIANGULATION STATION DISK
 BG3991_SETTING: 21 = SET IN CONCRETE IN A CLAY TILE PIPE
 BG3991_SP_SET: IN CONCRETE IN A CLAY TILE PIPE
 BG3991_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG3991
 BG3991  HISTORY     - Date     Condition        Report By
 BG3991  HISTORY     - 1934     MONUMENTED       CGS
 BG3991
 BG3991                          STATION DESCRIPTION
 BG3991
 BG3991'DESCRIBED BY COAST AND GEODETIC SURVEY 1934 (MHR)
 BG3991'STATION IS LOCATED ON THE CENTRAL PART OF THE W SHORE OF PERDIDO BAY
 BG3991'ON THE MORE SOUTHERLY OF TWO SMALL POINTS FORMING THE FIRST LARGE
 BG3991'POINT S OF THE PROMINENT POINT KNOWN AS SUAREZ POINT.  THE STATION
 BG3991'IS APPROXIMATELY 2 NAUTICAL MILES NE OF THE MOUTH OF SOLDIER CREEK
 BG3991'AND APPROXIMATELY 1-1/8 NAUTICAL MILES W OF DUPONT POINT.  IT IS
 BG3991'JUST W OF THE STORM-WATER LINE, SURROUNDED BY CLUMPS OF PALMETTOS AND
 BG3991'ADJACENT TO TWO SMALL PINES AT THE STORM-WATER LINE, THE MORE
 BG3991'WESTERLY OF WHICH IS BLAZED WITH A TRIANGULAR BLAZE 6 FEET ABOVE THE
 BG3991'GROUND.  AN INTERSECTION STATION.
 BG3991'
 BG3991'STATION MARK IS A STANDARD BRONZE DISK IN A TILE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2574 ***********************************************************************
 DH2574  DESIGNATION -  FREEMAN
 DH2574  PID         -  DH2574
 DH2574  STATE/COUNTY-  AL/TUSCALOOSA
 DH2574  USGS QUAD   -  LAKE TUSCALOOSA NORTH (1978)
 DH2574
 DH2574                         *CURRENT SURVEY CONTROL
 DH2574  ___________________________________________________________________
 DH2574* NAD 83(1992)-  33 28 17.30795(N)    087 32 18.40456(W)     ADJUSTED  
 DH2574* NAVD 88     -       174.     (meters)     571.     (feet)  SCALED    
 DH2574  ___________________________________________________________________
 DH2574  LAPLACE CORR-          -0.49  (seconds)                    DEFLEC99
 DH2574  GEOID HEIGHT-         -28.45  (meters)                     GEOID03
 DH2574
 DH2574  HORZ ORDER  -  FIRST
 DH2574
 DH2574.The horizontal coordinates were established by classical geodetic methods
 DH2574.and adjusted by the National Geodetic Survey in December 1992..
 DH2574
 DH2574.The orthometric height was scaled from a topographic map.
 DH2574
 DH2574.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2574
 DH2574.The geoid height was determined by GEOID03.
 DH2574
 DH2574;                    North         East     Units Scale Factor Converg.
 DH2574;SPC AL W     -   384,900.243   596,426.594   MT  0.99993349   -0 01 16.3
 DH2574;UTM  16      - 3,703,686.282   449,969.580   MT  0.99963086   -0 17 49.1
 DH2574
 DH2574!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2574!SPC AL W     -   0.99997715  x   0.99993349  =   0.99991064
 DH2574!UTM  16      -   0.99997715  x   0.99963086  =   0.99960801
 DH2574
 DH2574|---------------------------------------------------------------------|
 DH2574| PID    Reference Object                     Distance      Geod. Az  |
 DH2574|                                                           dddmmss.s |
 DH2574| CF9792 FREEMAN RM 1                         18.166 METERS 18010     |
 DH2574| CF9791 FREEMAN AZ MK                                      1961559.2 |
 DH2574| CF9793 FREEMAN RM 2                         16.414 METERS 31736     |
 DH2574|---------------------------------------------------------------------|
 DH2574
 DH2574                          SUPERSEDED SURVEY CONTROL
 DH2574
 DH2574  NAD 83(1986)-  33 28 17.31211(N)    087 32 18.40556(W) AD(       ) 1
 DH2574  NAD 27      -  33 28 16.90300(N)    087 32 18.38600(W) AD(       ) 1
 DH2574
 DH2574.Superseded values are not recommended for survey control.
 DH2574.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2574.See file dsdata.txt to determine how the superseded data were derived.
 DH2574
 DH2574_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC4997003686(NAD 83)
 DH2574_MARKER: DS = TRIANGULATION STATION DISK
 DH2574_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2574
 DH2574  HISTORY     - Date     Condition        Report By
 DH2574  HISTORY     - 1939     MONUMENTED       CGS
 DH2574
 DH2574                          STATION DESCRIPTION
 DH2574
 DH2574'DESCRIBED BY COAST AND GEODETIC SURVEY 1939 (APR)
 DH2574'THIS STATION IS LOCATED APPROXIMATELY 18 MILES AIRLINE N OF
 DH2574'TUSCALOOSA, 22.7 MILES AIRLINE SE OF FAYETTE, IN THE NORTH CENTRAL
 DH2574'PART OF SEC. 24, T 18 S, R 10 W, ON THE HIGHEST POINT OF CUT OVER
 DH2574'RIDGE BELONGING TO THE STATE, THE STATION MARK WHICH PROJECTS 4
 DH2574'INCHES IS SET IN A SMALL OPEN SPACE, 13.5 FEET NNW OF A 6-INCH
 DH2574'TRIANGLE-BLAZED TREE.
 DH2574'
 DH2574'SURFACE, UNDERGROUND, REFERENCE, AND AZIMUTH MARKS ARE STANDARD
 DH2574'BRONZE DISKS SET IN CONCRETE.
 DH2574'
 DH2574'REFERENCE MARK NO. 1 IS S OF THE STATION AND PROJECTS 4 INCHES.
 DH2574'REFERENCE MARK NO. 2 IS N OF THE STATION, 9 FEET SE OF A 10-INCH
 DH2574'OAK TREE, AND PROJECTS 6 INCHES.
 DH2574'
 DH2574'THE AZIMUTH MARK IS APPROXIMATELY 0.4 MILE SSW OF THE STATION, ON
 DH2574'THE W SIDE OF THE ROAD, 5 FEET W OF THE DITCH BANK, 15 FEET W OF
 DH2574'THE CENTER LINE OF THE ROAD, 120 FEET S OF THE SE CORNER OF A FIELD
 DH2574'AND PROJECTS 4 INCHES.
 DH2574'
 DH2574'TO REACH THE STATION FROM THE JUNCTION OF ROUTES 13 AND 6 IN THE
 DH2574'VILLAGE OF NORTHPORT, GO N ON 13 FOR 15.8 MILES TO A GRADED T-ROAD
 DH2574'R JUST N OF THE SAMANTHA SCHOOL, TURN R ON THE GRADED ROAD AND GO
 DH2574'EASTERLY FOR 0.75 MILE TO THE STEEL BRIDGE OVER THE NORTH RIVER,
 DH2574'CONTINUE ON FOR 2.15 MILES TO A T-INTERSECTION, TURN L HERE AND
 DH2574'GO 1.2 MILES TO A FORK, TAKE THE L FORK AND CONTINUE 2.8 MILES TO
 DH2574'A WOODSROAD TO THE L AT AN 8-INCH BLAZED HICKORY TREE ON THE L
 DH2574'SIDE OF THE ROAD, TURN L AND GO 0.05 MILE TO TWO TREES MARKED
 DH2574'WITH TRIPLE BLAZES, TURN L AND GO TO THE TOP OF THE HILL AND
 DH2574'THE STATION.
 DH2574'
 DH2574'NO OBJECTS VISIBLE FROM GROUND.
 DH2574'
 DH2574'HEIGHT OF LIGHT ABOVE STATION MARK - 22 METERS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2654 ***********************************************************************
 DH2654  DESIGNATION -  FREEWILL RESET
 DH2654  PID         -  DH2654
 DH2654  STATE/COUNTY-  AL/FAYETTE
 DH2654  USGS QUAD   -  NEW LEXINGTON (1981)
 DH2654
 DH2654                         *CURRENT SURVEY CONTROL
 DH2654  ___________________________________________________________________
 DH2654* NAD 83(1992)-  33 35 15.63598(N)    087 39 28.25362(W)     ADJUSTED  
 DH2654* NAVD 88     -       145.     (meters)     476.     (feet)  SCALED    
 DH2654  ___________________________________________________________________
 DH2654  LAPLACE CORR-          -0.42  (seconds)                    DEFLEC99
 DH2654  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 DH2654
 DH2654  HORZ ORDER  -  THIRD
 DH2654
 DH2654.The horizontal coordinates were established by classical geodetic methods
 DH2654.and adjusted by the National Geodetic Survey in December 1992..
 DH2654
 DH2654.The orthometric height was scaled from a topographic map.
 DH2654
 DH2654.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2654
 DH2654.The geoid height was determined by GEOID03.
 DH2654
 DH2654;                    North         East     Units Scale Factor Converg.
 DH2654;SPC AL W     -   397,798.332   585,348.115   MT  0.99993598   -0 05 14.4
 DH2654;UTM  16      - 3,716,633.787   438,956.669   MT  0.99964594   -0 21 50.2
 DH2654
 DH2654!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2654!SPC AL W     -   0.99998165  x   0.99993598  =   0.99991763
 DH2654!UTM  16      -   0.99998165  x   0.99964594  =   0.99962759
 DH2654
 DH2654|---------------------------------------------------------------------|
 DH2654| PID    Reference Object                     Distance      Geod. Az  |
 DH2654|                                                           dddmmss.s |
 DH2654| CF9797 FREEWILL RM 3                        18.713 METERS 02559     |
 DH2654| DH2655 LEXINGTON                           APPROX. 6.1 KM 1773413.1 |
 DH2654| CF9795 FREEWILL RM 1                        28.397 METERS 17905     |
 DH2654| CF9794 FREEWILL AZ MK                                     2060443.6 |
 DH2654| CF9796 FREEWILL RM 2                        23.583 METERS 28334     |
 DH2654|---------------------------------------------------------------------|
 DH2654
 DH2654                          SUPERSEDED SURVEY CONTROL
 DH2654
 DH2654  NAD 83(1986)-  33 35 15.64094(N)    087 39 28.25274(W) AD(       ) 3
 DH2654  NAD 27      -  33 35 15.24000(N)    087 39 28.21700(W) AD(       ) 3
 DH2654
 DH2654.Superseded values are not recommended for survey control.
 DH2654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2654.See file dsdata.txt to determine how the superseded data were derived.
 DH2654
 DH2654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC3895716634(NAD 83)
 DH2654_MARKER: DS = TRIANGULATION STATION DISK
 DH2654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2654_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 DH2654
 DH2654  HISTORY     - Date     Condition        Report By
 DH2654  HISTORY     - 1950     MONUMENTED       CGS
 DH2654  HISTORY     - 1966     SEE DESCRIPTION  CGS
 DH2654
 DH2654                          STATION DESCRIPTION
 DH2654
 DH2654'DESCRIBED BY COAST AND GEODETIC SURVEY 1950 (VRS)
 DH2654'THE STATION IS LOCATED ABOUT 6-1/2 MILES SOUTH OF BANKSTON,
 DH2654'71 FEET NORTH-NORTHWEST OF THE NORTHWEST CORNER OF THE
 DH2654'FREEWILL CHURCH, 47 FEET EAST OF THE CENTER OF A DIM TRACK ROAD,
 DH2654'33 FEET NORTHEAST OF A LONE 36-INCH OAK TREE, 24 FEET NORTH
 DH2654'OF THE CENTER OF A TRACK ROAD, AND 8 FEET SOUTH OF A WITNESS
 DH2654'POST.
 DH2654'
 DH2654'TO REACH THE STATION FROM THE RAILROAD DEPOT IN BANKSTON, GO
 DH2654'SOUTHERLY ON U.S. HIGHWAY NO. 43 FOR 3.0 MILES TO THE JUNCTION
 DH2654'WITH STATE HIGHWAY NO. 18, CONTINUE SOUTHERLY ON U.S.
 DH2654'HIGHWAY NO. 43 FOR 3.2 MILES, THEN LEFT, EASTERLY, FOR 0.2 MILE
 DH2654'TO THE STATION AS DESCRIBED.  TO REACH THE AZIMUTH MARK FROM
 DH2654'THE STATION, GO WESTERLY FOR 0.2 MILE, THEN SOUTH ON U.S.
 DH2654'HIGHWAY NO. 43 FOR 0.15 MILE TO THE MARK ON THE RIGHT AS
 DH2654'DESCRIBED.
 DH2654'
 DH2654'THE STATION MARK PROJECTS 6 INCHES, AND THE DISK IS STAMPED
 DH2654'FREEWILL 1950.
 DH2654'
 DH2654'REFERENCE MARK NO. 1 IS 42 FEET SOUTHWEST OF THE NORTHWEST
 DH2654'CORNER OF THE CHURCH, AND 34 FEET SOUTH OF THE CENTER OF THE
 DH2654'DRIVEWAY TO THE CHURCH.  IT PROJECTS 2 INCHES, AND THE DISK IS
 DH2654'STAMPED FREEWILL 1 1950.
 DH2654'
 DH2654'REFERENCE MARK NO. 2 IS 9 FEET WEST OF A DIM TRACK ROAD.  IT
 DH2654'PROJECTS 8 INCHES, AND THE DISK IS STAMPED FREEWILL NO 2 1950.
 DH2654'
 DH2654'THE AZIMUTH MARK IS 67 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DH2654'CORNER OF A CONCRETE BLOCK BUILDING, 57 FEET WEST OF THE CENTER
 DH2654'OF U.S. HIGHWAY NO 43, 57 FEET SOUTH OF A FARM DRIVEWAY, AND 3
 DH2654'FEET SOUTH OF A WITNESS POST.  IT PROJECTS 2 INCHES, AND THE
 DH2654'DISK IS STAMPED FREEWILL 1950.  IT IS VISIBLE AT A POINT 10 FEET
 DH2654'ABOVE THE STATION.
 DH2654'
 DH2654'ALL MARKS ARE STANDARD DISKS SET IN TOPS OF 12-INCH CONCRETE
 DH2654'CYLINDERS.
 DH2654'
 DH2654'HEIGHT OF LIGHT ABOVE STATION MARK 30 METERS.
 DH2654
 DH2654                          STATION RECOVERY (1966)
 DH2654
 DH2654'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1966 (AKH)
 DH2654'THE STATION WAS VISITED 7-27-66 AND THE STATION UNDERGROUND MARK,
 DH2654'REFERENCE MARK NO. 2 AND THE AZIMUTH MARK WERE FOUND IN GOOD
 DH2654'CONDITION.  THE STATION SURFACE MARK WAS DESTROYED, A NEW STATION
 DH2654'SURFACE MARK WAS SET (PLUMB BOB METHOD)
 DH2654'FROM THE UNDERGROUND MARK.  REFERENCE MARK NO. 3 WAS ESTABLISHED
 DH2654'AT THIS DATE.  THE AZIMUTH MARK WAS OBSTRUCTED FROM THE STATION
 DH2654'BY A TIMBER GROWTH.  A NEW DESCRIPTION FOLLOWS-
 DH2654'
 DH2654'THE STATION IS LOCATED ABOUT 6 MILES SSE OF BANKSTON, 3 MILES S.
 DH2654'OF THE JUNCTION OF U.S. HIGHWAY 43 AND STATE HIGHWAY 18 AND 13,
 DH2654'ABOUT 0.2 MILE EAST OF U.S. HIGHWAY 43, AT THE SITE OF THE DAVIS
 DH2654'CHAPEL CHURCH, 71 FEET NNW OF THE NW CORNER OF THE CHURCH,
 DH2654'32.5 FEET NE OF THE REMAINS OF A STUMP ABOUT 4 FEET IN DIAMETER,
 DH2654'92 FEET W. OF A 3-FT OAK TREE AT THE NE CORNER OF THE CHURCH,
 DH2654'60 FEET N. OF THE ROAD LEADING TO THE CHURCH, AND 52 FEET SSE
 DH2654'OF A 3-FOOT OAK TREE.  IT IS A STANDARD DISK, STAMPED FREEWILL
 DH2654'1950 1966, FLUSH WITH GROUND.
 DH2654'
 DH2654'REFERENCE MARK NO. 2 IS 77.38 FEET W. OF THE STATION, 50 FEET N.
 DH2654'OF THE CENTER OF THE ROAD LEADING TO THE CHURCH, 54 FEET SSW OF
 DH2654'A 2-FOOT OAK TREE, AND 134 FEET NW OF THE NW CORNER OF THE CHURCH.
 DH2654'A STANDARD DISK, STAMPED FREEWILL NO 2 1950, FLUSH WITH THE GROUND
 DH2654'
 DH2654'REFERENCE MARK NO. 3 IS 61.39 FEET NORTH OF THE STATION, 60 FEET
 DH2654'E. OF A 2-FOOT OAK TREE, 1 FOOT E. OF A METAL WITNESS POST,
 DH2654'AND 119 FEET NNE OF THE NW CORNER OF THE CHURCH.  IT IS A
 DH2654'STANDARD DISK, STAMPED FREEWILL NO 3 1950 1966, PROJECTING
 DH2654'4 INCHES.
 DH2654'
 DH2654'THE AZIMUTH MARK IS 0.25 MILE SOUTHWEST OF THE STATION ON A
 DH2654'SMALL KNOLL IN THE YARD OF A CONCRETE BLOCK HOUSE, 58 FEET W.
 DH2654'OF THE CENTER OF U.S. HIGHWAY 43, 32 FEET S. OF A DRIVEWAY TO
 DH2654'THE HOUSE, 67 FEET NNE OF THE NE CORNER OF THE HOUSE, 27 FEET N
 DH2654'OF THE NE CORNER OF THE STORM CELLAR, 3 FEET SSE OF A METAL
 DH2654'WITNESS POST.  IT IS A STANDARD DISK, STAMPED FREEWILL 1950,
 DH2654'PROJECTING 10-INCHES.
 DH2654'
 DH2654'TO REACH THE STATION FROM THE POST OFFICE IN BANKSTON, GO
 DH2654'SOUTHEAST ON STATE HIGHWAY 18 FOR 3.0 MILES TO THE JUNCTION
 DH2654'OF U.S. HIGHWAY 43, AND STATE HIGHWAYS 18 AND 13, TURN RIGHT
 DH2654'AND GO SOUTH FOR 3.0 MILES TO THE TOP OF A HILL AND A SIDE ROAD
 DH2654'LEFT UPHILL TO THE DAVIS CHAPEL AND THE STATION ON THE LEFT.
 DH2654'
 DH2654'TO REACH THE AZIMUTH MARK FROM THE STATION GO WEST FOR 0.2 MILE
 DH2654'TO U.S. HIGHWAY 43, TURN LEFT AND GO SOUTH FOR 0.15 MILE TO THE
 DH2654'MARK ON THE RIGHT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2562 ***********************************************************************
 DH2562  DESIGNATION -  FRIEND RESET
 DH2562  PID         -  DH2562
 DH2562  STATE/COUNTY-  AL/TUSCALOOSA
 DH2562  USGS QUAD   -  BROOKWOOD (1983)
 DH2562
 DH2562                         *CURRENT SURVEY CONTROL
 DH2562  ___________________________________________________________________
 DH2562* NAD 83(1992)-  33 18 22.04962(N)    087 17 29.14584(W)     ADJUSTED  
 DH2562* NAVD 88     -       226.08   (+/-2cm)     741.7    (feet)  VERTCON   
 DH2562  ___________________________________________________________________
 DH2562  LAPLACE CORR-          -1.24  (seconds)                    DEFLEC99
 DH2562  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH2562
 DH2562  HORZ ORDER  -  FIRST
 DH2562  VERT ORDER  -  THIRD ? (See Below)
 DH2562
 DH2562.The horizontal coordinates were established by classical geodetic methods
 DH2562.and adjusted by the National Geodetic Survey in December 1992..
 DH2562
 DH2562.The NAVD 88 height was computed by applying the VERTCON shift value to
 DH2562.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 DH2562.The vertical order pertains to the NGVD 29 superseded value.
 DH2562
 DH2562.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2562
 DH2562.The geoid height was determined by GEOID03.
 DH2562
 DH2562;                    North         East     Units Scale Factor Converg.
 DH2562;SPC AL W     -   366,581.068   619,422.726   MT  0.99993798   +0 06 52.3
 DH2562;UTM  16      - 3,685,262.701   472,870.236   MT  0.99960907   -0 09 36.1
 DH2562
 DH2562!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH2562!SPC AL W     -   0.99996906  x   0.99993798  =   0.99990704
 DH2562!UTM  16      -   0.99996906  x   0.99960907  =   0.99957814
 DH2562
 DH2562|---------------------------------------------------------------------|
 DH2562| PID    Reference Object                     Distance      Geod. Az  |
 DH2562|                                                           dddmmss.s |
 DH2562| CF9799 FRIEND RM 1                          33.869 METERS 04300     |
 DH2562| CF9801 FRIEND RM 3                          28.220 METERS 07046     |
 DH2562| DH2564 SEARLES LOT                          80.948 METERS 09157     |
 DH2562| DH2515 WOODSTOCK ATT MICROWAVE             APPROX.15.2 KM 1135246.0 |
 DH2562| DH2523 WOODSTOCK SOU RWY MICROWAVE         APPROX.16.7 KM 1303103.6 |
 DH2562| DH2527 VOR BROOKWOOD OKW                   APPROX. 8.5 KM 1525359.3 |
 DH2562| CF9798 FRIEND AZ MK                                       1620231.5 |
 DH2562| CF9802 FRIEND RM 4                          26.750 METERS 16704     |
 DH2562| CF9800 FRIEND RM 2                          21.022 METERS 16736     |
 DH2562| DH2569 PETERSON MUN STANDPIPE              APPROX.11.8 KM 2394140.9 |
 DH2562| DH2565 ANTIOCH ALA EDUCL TV MICROWAVE      APPROX. 7.4 KM 3424920.2 |
 DH2562|---------------------------------------------------------------------|
 DH2562
 DH2562                          SUPERSEDED SURVEY CONTROL
 DH2562
 DH2562  NAD 83(1986)-  33 18 22.05501(N)    087 17 29.14872(W) AD(       ) 1
 DH2562  NAD 27      -  33 18 21.64148(N)    087 17 29.14908(W) AD(       ) 1
 DH2562  NGVD 29 (07/19/86)  226.03   (m)          741.6    (f) LEVELING    3  
 DH2562
 DH2562.Superseded values are not recommended for survey control.
 DH2562.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2562.See file dsdata.txt to determine how the superseded data were derived.
 DH2562
 DH2562_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7287085263(NAD 83)
 DH2562_MARKER: DS = TRIANGULATION STATION DISK
 DH2562_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2562_STAMPING: FRIEND 1939 1968
 DH2562_PROJECTION: FLUSH
 DH2562_MAGNETIC: N = NO MAGNETIC MATERIAL
 DH2562_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH2562_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH2562+SATELLITE: SATELLITE OBSERVATIONS - July 25, 1996
 DH2562
 DH2562  HISTORY     - Date     Condition        Report By
 DH2562  HISTORY     - 1968     MONUMENTED       CGS
 DH2562  HISTORY     - 1970     GOOD             NGS
 DH2562  HISTORY     - 1981     SEE DESCRIPTION  LOCENG
 DH2562  HISTORY     - 1981     GOOD             NGS
 DH2562  HISTORY     - 19960725 GOOD             BROOKS
 DH2562
 DH2562                          STATION DESCRIPTION
 DH2562
 DH2562'DESCRIBED BY COAST AND GEODETIC SURVEY 1968 (LFS)
 DH2562'THE STATION WAS VISITED 3-19-68 AND STATION UNDERGROUND MARK
 DH2562'WAS FOUND IN GOOD CONDITION AND THE SURFACE MARK, AZIMUTH MARK
 DH2562'AND RM NO. 1 AND NO. 2 WERE FOUND DESTROYED.  A NEW SURFACE MARK
 DH2562'AND RM NO. 3 AND NO. 4 WAS ESTABLISHED.  A POLARIS OBSERVATION
 DH2562'WAS TAKEN TO THE RED CLEARANCE LIGHT ON TOP OF THE A T AND T
 DH2562'MICRO-WAVE TOWER.  THE LAND AT STATION IS NOW OWNED BY MR. V.A.
 DH2562'HANNAH.  A NEW DESCRIPTION FOLLOWS-
 DH2562'
 DH2562'THE STATION IS LOCATED 17 MILES NORTHEAST OF TUSCALOOSA, 3.5 MILES
 DH2562'NORTH-NORTHEAST OF BROOKWOOD IN NE 1/4 OF SEC. 17, 20 S, R 7 W,
 DH2562'ON PROPERTY OWNED BY MR. V.A. HANNAH IN THE SOUTHWEST
 DH2562'QUADRANT OF A CROSS ROAD, 250 FEET WEST AND ACROSS THE
 DH2562'ROAD FROM THE SEARLES FIRE TOWER.  THE STATION IS 72.5
 DH2562'FEET NORTH OF NORTHEAST CORNER OF HOUSE, 68 FEET
 DH2562'SOUTH-SOUTHWEST OF THE CENTERLINE OF CROSS ROADS, 73 FEET
 DH2562'NORTH-NORTHEAST OF NORTHWEST CORNER OF HOUSE, 39 FEET SOUTH OF
 DH2562'THE CENTERLINE OF ROAD, 20 FEET SOUTHWEST OF 12-INCH OAK TREE, 32
 DH2562'FEET WEST OF THE CENTERLINE OF ROAD, 58 FEET WEST NORTHWEST
 DH2562'OF NORTH GATE POST OF CABLE GATE OF LAND LEADING TO FIRE
 DH2562'TOWER, 19 FEET EAST OF PROJECTED PLANE OF WEST SIDE OF HOUSE.
 DH2562'IT IS A TRIANGULATION STATION DISK STAMPED FRIEND 1939 1968.
 DH2562'
 DH2562'REFERENCE MARK NO. 3 IS 92.59 FEET NORTHEAST OF STATION, 72 FEET
 DH2562'NORTH OF NORTH GATE POST TO ROAD TO FIRE TOWER, 30 FEET SOUTH OF
 DH2562'CENTERLINE OF ROAD, 44 FEET EAST OF THE CENTERLINE OF ROAD,
 DH2562'46 FEET EAST-SOUTHEAST OF THE CENTERLINE OF INTERSECTION OF ROADS,
 DH2562'1 FOOT SOUTH OF METAL WITNESS POST, 10.5 FEET SOUTH OF FENCE
 DH2562'CORNER POST.  IT IS A REFERENCE MARK DISK STAMPED FRIEND 1939 NO
 DH2562'3 1968, PROJECTING 6-INCHES.
 DH2562'
 DH2562'REFERENCE MARK NO. 4 IS 87.77 FEET SOUTHEAST OF STATION, 23 FEET
 DH2562'EAST OF THE CENTERLINE OF ROAD, 60 FEET NORTH OF A POWER POLE,
 DH2562'28 FEET SOUTH OF SOUTH GATE POST OF ROAD TO FIRE TOWER, 15 FEET
 DH2562'SOUTH OF TELEPHONE POLE, 65 FEET EAST OF NORTHEAST CORNER OF
 DH2562'HOUSE, 1 FOOT NORTH OF A METAL WITNESS POST.  IT IS A REFERENCE
 DH2562'MARK DISK STAMPED FRIEND 1939 NO 4 1968, PROJECTING 6-INCHES.
 DH2562'
 DH2562'THE AZIMUTH MARK WAS DESTROYED.  AN AZIMUTH WAS DETERMINED TO
 DH2562'THE MICRO-WAVE TOWER.
 DH2562'
 DH2562'TO REACH THE STATION FROM THE BROOKWOOD HIGH SCHOOL, GO EAST
 DH2562'ON COUNTY ROAD NO. 59 FOR 0.5 MILE TO A SIDE ROAD LEFT, TURN
 DH2562'LEFT ON COUNTY ROAD NO. 59 AND GO 1.0 MILE TO RAILROAD TRACKS,
 DH2562'CONTINUE NORTH FOR 2.5 MILES TO A SIDE ROAD RIGHT, TURN RIGHT
 DH2562'AND GO UPHILL FOR 0.15 MILE TO A CROSS ROADS AND STATION ON
 DH2562'LEFT AND FIRE TOWER ON RIGHT.
 DH2562
 DH2562                          STATION RECOVERY (1970)
 DH2562
 DH2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1970 (JLC)
 DH2562'THE STATION WAS RECOVERED AS DESCRIBED BY L.F.S. IN 1968.
 DH2562'
 DH2562'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES
 DH2562'NORTH-NORTHEAST OF BROOKWOOD.
 DH2562
 DH2562                          STATION RECOVERY (1981)
 DH2562
 DH2562'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1981 (NWH)
 DH2562'(STA MK REC. GOOD IN BELOW SURFACE).
 DH2562'
 DH2562'FRIEND 1939 1968 SURFACE MARK DESTROYED BY GRADING AND U.S. PROBABLY
 DH2562'INTACT.
 DH2562'
 DH2562'FRIEND 1939 NO. 3 1968 REFERENCE MARK--ONE SIDE EXPOSED BY CUT
 DH2562'SLOPE, PROBABLY OK.
 DH2562'
 DH2562'FRIEND 1939 NO. 4 1968 REFERENCE MARK AND WITNESS POST UNDISTURBED.
 DH2562'
 DH2562'DISTANCE AND DIRECTION FROM NEAREST TOWN--3-1/2 MILES NORTH-NORTHEAST
 DH2562'OF BROOKWOOD.
 DH2562
 DH2562                          STATION RECOVERY (1981)
 DH2562
 DH2562'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981 (CLN)
 DH2562'THE STATION MARK, REFERENCE MARK NO 3 AND NO 4 WERE RECOVERED IN GOOD
 DH2562'CONDITION.  THE 1968 DESCRIPTION IS ADEQUATE FOR RECOVERY WITH THE
 DH2562'FOLLOWING EXCEPTIONS.  THE STATION MARK IS 57 FEET SOUTH OF THE
 DH2562'CENTER OF NEW ROAD AND THE 12-INCH OAK TREE IS GONE.  THE STATION IS
 DH2562'NOW 56 FEET EAST OF A POLE WITH YARD LIGHT, 10.5 FEET SOUTH-SOUTHWEST
 DH2562'OF A METAL WITNESS POST AND SIGN AND IS 1 INCH BELOW SURFACE OF
 DH2562'GROUND.
 DH2562'
 DH2562'REFERENCE MARK NO 3 IS NOW 40 FEET EAST OF CENTER OF ROAD, NEAR TOP
 DH2562'OF SCOPE BANK OF ROAD, 1 FOOT SOUTHEAST OF A METAL WITNESS POST AND
 DH2562'SIGN, THE MARK PROJECTS 1 FOOT ON THE NORTH SIDE.
 DH2562'
 DH2562'REFERENCE MARK NO 4 IS AS DESCRIBED IN 1968.
 DH2562
 DH2562                          STATION RECOVERY (1996)
 DH2562
 DH2562'RECOVERY NOTE BY BROOKS AND BROOKS INCORPORATED 1996 (ST)
 DH2562'GOOD FOR GPS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1943 ***********************************************************************
 BU1943  DESIGNATION -  FRISCO CITY MUN TANK
 BU1943  PID         -  BU1943
 BU1943  STATE/COUNTY-  AL/MONROE
 BU1943  USGS QUAD   -  FRISCO CITY (1983)
 BU1943
 BU1943                         *CURRENT SURVEY CONTROL
 BU1943  ___________________________________________________________________
 BU1943* NAD 83(1992)-  31 26 02.31314(N)    087 23 54.73160(W)     ADJUSTED  
 BU1943* NAVD 88     -                                                        
 BU1943  ___________________________________________________________________
 BU1943  LAPLACE CORR-           0.51  (seconds)                    DEFLEC99
 BU1943  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 BU1943
 BU1943  HORZ ORDER  -  THIRD
 BU1943
 BU1943.The horizontal coordinates were established by classical geodetic methods
 BU1943.and adjusted by the National Geodetic Survey in December 1992..
 BU1943
 BU1943
 BU1943.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU1943
 BU1943.The geoid height was determined by GEOID03.
 BU1943
 BU1943;                    North         East     Units Scale Factor Converg.
 BU1943;SPC AL W     -   158,971.076   609,645.389   MT  0.99993448   +0 03 10.5
 BU1943;UTM  16      - 3,477,767.677   462,126.536   MT  0.99961769   -0 12 28.2
 BU1943
 BU1943                          SUPERSEDED SURVEY CONTROL
 BU1943
 BU1943  NAD 83(1986)-  31 26 02.32523(N)    087 23 54.73298(W) AD(       ) 4
 BU1943  NAD 27      -  31 26 01.73400(N)    087 23 54.77900(W) AD(       ) 3
 BU1943
 BU1943.Superseded values are not recommended for survey control.
 BU1943.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1943.See file dsdata.txt to determine how the superseded data were derived.
 BU1943
 BU1943_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV6212777768(NAD 83)
 BU1943_MARKER: 53 = ELEVATED TANK
 BU1943
 BU1943  HISTORY     - Date     Condition        Report By
 BU1943  HISTORY     - 1944     FIRST OBSERVED   CGS
 BU1943
 BU1943                          STATION DESCRIPTION
 BU1943
 BU1943'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU1943'STATION IS THE STEEL CONICAL ROOF WATER TANK ATOP A FOUR-LEGGED
 BU1943'STRUCTURE ABOUT 125 FEET HIGH.  IT IS LOCATED ON THE W SIDE OF
 BU1943'THE RAILROAD TRACKS, 0.05 MILE N OF THE STATION, AND ON PROPERTY
 BU1943'OWNED BY THE CITY OF FRISCO CITY.
 BU1943'
 BU1943'THE POINT OBSERVED ON WAS THE SMALL BALL ON TOP OF THE TANK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2563 ***********************************************************************
 DH2563  DESIGNATION -  FT WORTH ATLANTA AWY BCN 61
 DH2563  PID         -  DH2563
 DH2563  STATE/COUNTY-  AL/TUSCALOOSA
 DH2563  USGS QUAD   -  BROOKWOOD (1983)
 DH2563
 DH2563                         *CURRENT SURVEY CONTROL
 DH2563  ___________________________________________________________________
 DH2563* NAD 83(1992)-  33 21 56.73899(N)    087 16 00.49294(W)     ADJUSTED  
 DH2563* NAVD 88     -                                                        
 DH2563  ___________________________________________________________________
 DH2563  LAPLACE CORR-          -1.20  (seconds)                    DEFLEC99
 DH2563  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DH2563
 DH2563  HORZ ORDER  -  THIRD
 DH2563
 DH2563.The horizontal coordinates were established by classical geodetic methods
 DH2563.and adjusted by the National Geodetic Survey in December 1992..
 DH2563
 DH2563
 DH2563.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2563
 DH2563.The geoid height was determined by GEOID03.
 DH2563
 DH2563;                    North         East     Units Scale Factor Converg.
 DH2563;SPC AL W     -   373,199.753   621,701.167   MT  0.99993914   +0 07 41.7
 DH2563;UTM  16      - 3,691,868.200   475,179.629   MT  0.99960760   -0 08 48.3
 DH2563
 DH2563                          SUPERSEDED SURVEY CONTROL
 DH2563
 DH2563  NAD 83(1986)-  33 21 56.74319(N)    087 16 00.49831(W) AD(       ) 4
 DH2563  NAD 27      -  33 21 56.33632(N)    087 16 00.50285(W) AD(       ) 3
 DH2563
 DH2563.Superseded values are not recommended for survey control.
 DH2563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2563.See file dsdata.txt to determine how the superseded data were derived.
 DH2563
 DH2563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB7518091868(NAD 83)
 DH2563_MARKER: 22 = AIRWAY BEACON
 DH2563
 DH2563  HISTORY     - Date     Condition        Report By
 DH2563  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2563
 DH2563                          STATION DESCRIPTION
 DH2563
 DH2563'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2628 ***********************************************************************
 DH2628  DESIGNATION -  FT WORTH ATLANTA AWY BCN 57
 DH2628  PID         -  DH2628
 DH2628  STATE/COUNTY-  AL/GREENE
 DH2628  USGS QUAD   -  MANTUA (1970)
 DH2628
 DH2628                         *CURRENT SURVEY CONTROL
 DH2628  ___________________________________________________________________
 DH2628* NAD 83(1992)-  33 00 58.67552(N)    087 52 39.15689(W)     ADJUSTED  
 DH2628* NAVD 88     -                                                        
 DH2628  ___________________________________________________________________
 DH2628  LAPLACE CORR-          -0.29  (seconds)                    DEFLEC99
 DH2628  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH2628
 DH2628  HORZ ORDER  -  THIRD
 DH2628
 DH2628.The horizontal coordinates were established by classical geodetic methods
 DH2628.and adjusted by the National Geodetic Survey in December 1992..
 DH2628
 DH2628
 DH2628.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH2628
 DH2628.The geoid height was determined by GEOID03.
 DH2628
 DH2628;                    North         East     Units Scale Factor Converg.
 DH2628;SPC AL W     -   334,483.280   564,726.075   MT  0.99994867   -0 12 20.6
 DH2628;UTM  16      - 3,653,435.848   418,037.298   MT  0.99968283   -0 28 41.4
 DH2628
 DH2628                          SUPERSEDED SURVEY CONTROL
 DH2628
 DH2628  NAD 83(1986)-  33 00 58.68061(N)    087 52 39.16118(W) AD(       ) 4
 DH2628  NAD 27      -  33 00 58.22891(N)    087 52 39.10367(W) AD(       ) 3
 DH2628
 DH2628.Superseded values are not recommended for survey control.
 DH2628.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2628.See file dsdata.txt to determine how the superseded data were derived.
 DH2628
 DH2628_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB1803753436(NAD 83)
 DH2628_MARKER: 22 = AIRWAY BEACON
 DH2628
 DH2628  HISTORY     - Date     Condition        Report By
 DH2628  HISTORY     - 1939     FIRST OBSERVED   CGS
 DH2628
 DH2628                          STATION DESCRIPTION
 DH2628
 DH2628'NO DESCRIPTIVE TEXT AVAILABLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1608 ***********************************************************************
 CN1608  DESIGNATION -  FULLER
 CN1608  PID         -  CN1608
 CN1608  STATE/COUNTY-  AL/PERRY
 CN1608  USGS QUAD   -  SUMMERFIELD (1987)
 CN1608
 CN1608                         *CURRENT SURVEY CONTROL
 CN1608  ___________________________________________________________________
 CN1608* NAD 83(1992)-  32 37 01.92972(N)    087 07 13.40868(W)     ADJUSTED  
 CN1608* NAVD 88     -       149.789  (meters)     491.43   (feet)  ADJUSTED  
 CN1608  ___________________________________________________________________
 CN1608  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CN1608  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CN1608  DYNAMIC HT  -         149.617 (meters)     490.87  (feet)  COMP
 CN1608  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CN1608
 CN1608  HORZ ORDER  -  FIRST
 CN1608  VERT ORDER  -  SECOND    CLASS 0
 CN1608
 CN1608.The horizontal coordinates were established by classical geodetic methods
 CN1608.and adjusted by the National Geodetic Survey in December 1992..
 CN1608
 CN1608.The orthometric height was determined by differential leveling
 CN1608.and adjusted by the National Geodetic Survey in June 1991..
 CN1608
 CN1608.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN1608
 CN1608.The geoid height was determined by GEOID03.
 CN1608
 CN1608.The dynamic height is computed by dividing the NAVD 88
 CN1608.geopotential number by the normal gravity value computed on the
 CN1608.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1608.degrees latitude (g = 980.6199 gals.).
 CN1608
 CN1608.The modeled gravity was interpolated from observed gravity values.
 CN1608
 CN1608;                    North         East     Units Scale Factor Converg.
 CN1608;SPC AL W     -   290,226.289   635,625.788   MT  0.99994898   +0 12 16.6
 CN1608;UTM  16      - 3,608,857.695   488,705.229   MT  0.99960157   -0 03 53.6
 CN1608
 CN1608!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN1608!SPC AL W     -   0.99998100  x   0.99994898  =   0.99992998
 CN1608!UTM  16      -   0.99998100  x   0.99960157  =   0.99958258
 CN1608
 CN1608|---------------------------------------------------------------------|
 CN1608| PID    Reference Object                     Distance      Geod. Az  |
 CN1608|                                                           dddmmss.s |
 CN1608| CN1605 FULLER RM 3                          22.713 METERS 06734     |
 CN1608| CF9803 FULLER AZ MK                                       0875946.7 |
 CN1608| CN1606 FULLER RM 1                          43.100 METERS 13237     |
 CN1608| CN2983 NEW ORLEANS ATLANTA AVN BCN         APPROX.17.4 KM 1342058.6 |
 CN1608| CN1607 FULLER RM 2                          35.134 METERS 22326     |
 CN1608|---------------------------------------------------------------------|
 CN1608
 CN1608                          SUPERSEDED SURVEY CONTROL
 CN1608
 CN1608  NAD 83(1986)-  32 37 01.93853(N)    087 07 13.41232(W) AD(       ) 1
 CN1608  NAD 27      -  32 37 01.46460(N)    087 07 13.43590(W) AD(       ) 1
 CN1608  NGVD 29 (??/??/92)  149.753  (m)          491.31   (f) ADJ UNCH    2 0
 CN1608
 CN1608.Superseded values are not recommended for survey control.
 CN1608.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1608.See file dsdata.txt to determine how the superseded data were derived.
 CN1608
 CN1608_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8870508858(NAD 83)
 CN1608_MARKER: DS = TRIANGULATION STATION DISK
 CN1608_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1608_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1608_STAMPING: FULLER 1930
 CN1608_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1608+STABILITY: SURFACE MOTION
 CN1608
 CN1608  HISTORY     - Date     Condition        Report By
 CN1608  HISTORY     - 1930     MONUMENTED       CGS
 CN1608  HISTORY     - 1939     GOOD             CGS
 CN1608  HISTORY     - 1949     GOOD             NGS
 CN1608  HISTORY     - 1971     SEE DESCRIPTION  NGS
 CN1608
 CN1608                          STATION DESCRIPTION
 CN1608
 CN1608'DESCRIBED BY COAST AND GEODETIC SURVEY 1930 (PAS)
 CN1608'ABOUT 22 MILES NW OF SELMA, IN THE VILLAGE OF PERRYVILLE.
 CN1608'STATION IS IN THE NE CORNER OF THE INTERSECTION OF TWO ROADS
 CN1608'AT THE VILLAGE OF PERRYVILLE.  STATION IS 19 METERS (62 FEET) E
 CN1608'OF THE N-S ROAD, 40 METERS (131 FEET) N OF THE E-W ROAD, AND 10
 CN1608'METERS (33 FEET) NW OF AN OLD WELL.  STATION PROJECTS ABOVE
 CN1608'THE GROUND ABOUT 4 INCHES.
 CN1608'
 CN1608'SURFACE, UNDERGROUND, AND REFERENCE MARKS ARE STANDARD BRONZE DISKS
 CN1608'SET IN CONCRETE.
 CN1608'
 CN1608'REFERENCE MARK NO. 1 IS SE OF THE STATION, 4 METERS (13 FEET)
 CN1608'FROM THE E-W ROAD.  REFERENCE MARK NO. 2 IS SW OF THE STATION, 3
 CN1608'METERS (10 FEET) FROM THE N-S ROAD.
 CN1608'
 CN1608'STATION IS RIGHT IN THE VILLAGE OF PERRYVILLE, AND NO TROUBLE
 CN1608'SHOULD BE HAD IN FINDING THE MARK FROM THE ABOVE DESCRIPTION.
 CN1608'
 CN1608'HEIGHT OF SIGNAL ABOVE STATION MARK - 23.4 METERS.
 CN1608
 CN1608                          STATION RECOVERY (1939)
 CN1608
 CN1608'RECOVERY NOTE BY COAST AND GEODETIC SURVEY 1939 (APR)
 CN1608'STATION FULLER 1930 RECOVERED AS DESCRIBED BY J.D.T., 1930.
 CN1608'MARKS WERE FOUND IN GOOD CONDITION WITH THE EXCEPTION OF REFERENCE
 CN1608'MARK NO. 1 WHICH WAS OBSTRUCTED BY A BUILDING ERECTED IN 1937.
 CN1608'A NEW REFERENCE MARK WAS SET, DESCRIPTION FOLLOWS.
 CN1608'
 CN1608'REFERENCE MARK NO. 3 IS A STANDARD DISK SET IN A 12- BY 12-INCH
 CN1608'CONCRETE BLOCK, PROJECTING 6 INCHES, 22.713 METERS E OF STATION,
 CN1608'STAMPED FULLER NO. 3 1939, 18.6 FEET NW OF 6-INCH TWIN PINE
 CN1608'TREES, 13.7 FEET E OF A 10-INCH PINE TREE.
 CN1608'
 CN1608'A NEW AZIMUTH MARK WAS SET APPROXIMATELY 0.5 MILE SSE OF
 CN1608'STATION IN YARD IN BACK OF A WHITE HOUSE OWNED BY MRS. JESSE
 CN1608'FULLER.  MARK IS A STANDARD DISK, SET IN A 12- BY 12-INCH
 CN1608'CONCRETE BLOCK, PROJECTING 10 INCHES, STAMPED FULLER 1939, 15.4
 CN1608'FEET NE OF THE NE CORNER OF THE HOUSE, 6.5 FEET N OF THE NW
 CN1608'CORNER OF THE GARAGE 31.5 FEET SW OF THE NW FENCE CORNER,
 CN1608'1 FOOT NW OF FENCE.
 CN1608'
 CN1608'TO REACH AZIMUTH MARK FROM STATION, GO SE ON DIRT ROAD TO HOME
 CN1608'OF MRS. JESSE FULLER, AND AZIMUTH MARK IN BACK OF HOUSE.
 CN1608
 CN1608                          STATION RECOVERY (1949)
 CN1608
 CN1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CN1608'IN PERRYVILLE.
 CN1608'AT PERRYVILLE, AT THE CROSSROADS AND POST OFFICE, LOCATED ON TOP OF A
 CN1608'WOODED HILL, 171 FEET NORTH AND ACROSS THE ROAD EAST FROM THE
 CN1608'NORTHWEST CORNER OF THE POST OFFICE AND GROCERY STORE, 61 FEET EAST OF
 CN1608'THE CENTER LINE OF THE ROAD NORTH, 58 1/2 FEET WEST-NORTHWEST OF AN
 CN1608'OLD WELL, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND SET IN
 CN1608'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN1608
 CN1608                          STATION RECOVERY (1971)
 CN1608
 CN1608'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN1608'THE UNDERGROUND STATION MARK, REFERENCE MARKS 1 AND 2 AND THE
 CN1608'AZIMUTH MARK WERE RECOVERED IN GOOD CONDITION.  A HOUSE HAS BEEN
 CN1608'BUILT NEAR THE STATION AND THE SURFACE DISK HAS BEEN DESTROYED.
 CN1608'DUE TO THE HOUSE BEING TO CLOSE TO THE STATION SITE, A TOWER COULD
 CN1608'NOT BE BUILT AND FULLER 2 WAS ESTABLISHED.  THE DISTANCE TO
 CN1608'REFERENCE MARK 2 CHECKED.  REFERENCE MARK 3 WAS SEARCHED FOR AND
 CN1608'WAS NOT RECOVERED AND SHOULD BE PRESUMED LOST.  REFERENCE
 CN1608'MARK 1 COULD NOT BE MEASURED TO DUE TO THE HOUSE ON LINE.  FOR
 CN1608'FUTURE USE SEE DESCRIPTION FOR FULLER 2 1971.  NO
 CN1608'OBSERVATIONS WERE MADE FROM THIS STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1345 ***********************************************************************
 CM1345  DESIGNATION -  FULLER
 CM1345  PID         -  CM1345
 CM1345  STATE/COUNTY-  AL/TALLAPOOSA
 CM1345  USGS QUAD   -  ALEXANDER CITY (1983)
 CM1345
 CM1345                         *CURRENT SURVEY CONTROL
 CM1345  ___________________________________________________________________
 CM1345* NAD 83(1992)-  32 57 44.11002(N)    085 54 20.43104(W)     ADJUSTED  
 CM1345* NAVD 88     -       236.577  (meters)     776.17   (feet)  ADJUSTED  
 CM1345  ___________________________________________________________________
 CM1345  LAPLACE CORR-          -0.48  (seconds)                    DEFLEC99
 CM1345  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM1345  DYNAMIC HT  -         236.303 (meters)     775.27  (feet)  COMP
 CM1345  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CM1345
 CM1345  HORZ ORDER  -  FIRST
 CM1345  VERT ORDER  -  SECOND    CLASS 0
 CM1345
 CM1345.The horizontal coordinates were established by classical geodetic methods
 CM1345.and adjusted by the National Geodetic Survey in December 1992..
 CM1345
 CM1345.The orthometric height was determined by differential leveling
 CM1345.and adjusted by the National Geodetic Survey in June 1991..
 CM1345
 CM1345.The Laplace correction was computed from DEFLEC99 derived deflections.
 CM1345
 CM1345.The geoid height was determined by GEOID03.
 CM1345
 CM1345.The dynamic height is computed by dividing the NAVD 88
 CM1345.geopotential number by the normal gravity value computed on the
 CM1345.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1345.degrees latitude (g = 980.6199 gals.).
 CM1345
 CM1345.The modeled gravity was interpolated from observed gravity values.
 CM1345
 CM1345;                    North         East     Units Scale Factor Converg.
 CM1345;SPC AL E     -   273,011.391   193,236.804   MT  0.99996056   -0 02 21.7
 CM1345;UTM  16      - 3,647,633.739   602,273.320   MT  0.99972897   +0 35 43.7
 CM1345
 CM1345!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CM1345!SPC AL E     -   0.99996744  x   0.99996056  =   0.99992800
 CM1345!UTM  16      -   0.99996744  x   0.99972897  =   0.99969642
 CM1345
 CM1345|---------------------------------------------------------------------|
 CM1345| PID    Reference Object                     Distance      Geod. Az  |
 CM1345|                                                           dddmmss.s |
 CM1345| CM1346 FULLER RM 1                          25.295 METERS 09320     |
 CM1345| CM1344 FULLER RM 2                          21.493 METERS 20928     |
 CM1345| CY9432 FULLER AZ MK                                       2805704.3 |
 CM1345|---------------------------------------------------------------------|
 CM1345
 CM1345                          SUPERSEDED SURVEY CONTROL
 CM1345
 CM1345  NAD 83(1986)-  32 57 44.11333(N)    085 54 20.43574(W) AD(       ) 1
 CM1345  NAD 27      -  32 57 43.67100(N)    085 54 20.56900(W) AD(       ) 1
 CM1345  NGVD 29 (??/??/92)  236.552  (m)          776.09   (f) ADJ UNCH    2 0
 CM1345
 CM1345.Superseded values are not recommended for survey control.
 CM1345.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1345.See file dsdata.txt to determine how the superseded data were derived.
 CM1345
 CM1345_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB0227347634(NAD 83)
 CM1345_MARKER: DS = TRIANGULATION STATION DISK
 CM1345_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1345_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1345_STAMPING: FULLER 1941
 CM1345_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1345+STABILITY: SURFACE MOTION
 CM1345_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CM1345+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 CM1345
 CM1345  HISTORY     - Date     Condition        Report By
 CM1345  HISTORY     - 1941     MONUMENTED       CGS
 CM1345  HISTORY     - 1949     GOOD             NGS
 CM1345  HISTORY     - 1976     GOOD             NGS
 CM1345  HISTORY     - 20040412 GOOD             ALHD
 CM1345
 CM1345                          STATION DESCRIPTION
 CM1345
 CM1345'DESCRIBED BY COAST AND GEODETIC SURVEY 1941 (JSM)
 CM1345'STATION IS LOCATED ABOUT 2.5 MILES E OF ALEXANDER CITY 0.25 MILE S
 CM1345'OF STATE HIGHWAY 63 ON THE SUMMIT OF A SMALL HILL WHICH IS THE
 CM1345'PROPERTY OF MR. J.J. FULLER.
 CM1345'
 CM1345'SURFACE, UNDERGROUND, REFERENCE AND AZIMUTH MARKS ARE STANDARD
 CM1345'DISKS SET IN CONCRETE.
 CM1345'
 CM1345'REFERENCE MARK NO. 1 IS 2 FEET S OF A FENCE CORNER AND 2 FEET
 CM1345'LOWER THAN THE STATION.
 CM1345'
 CM1345'REFERENCE MARK NO. 2 IS AT THE BASE OF A PEACH TREE IN THE CLEARED
 CM1345'FIELD, 110 FEET E OF THE GRADED ROAD.
 CM1345'
 CM1345'WHITE 4- BY 4-INCH POSTS ARE SET BY ALL MARKS.
 CM1345'
 CM1345'TO REACH THE STATION FROM THE RAILROAD OVERPASS IN THE EASTERN
 CM1345'EDGE OF ALEXANDER CITY, GO E ON STATE HIGHWAY 63 FOR 2.5 MILES TO
 CM1345'THE AZIMUTH MARK 48 FEET N OF THE CENTER OF THE HIGHWAY, CONTINUE
 CM1345'STRAIGHT AHEAD 0.5 MILE TO GRADED ROAD ON THE RIGHT, TURN RIGHT
 CM1345'AND GO 0.25 MILE.  STATION IS 140 FEET E OF THE CENTER OF THE
 CM1345'ROAD AT THIS POINT.
 CM1345'
 CM1345'HEIGHT OF LIGHT ABOVE STATION MARK - 21 METERS.
 CM1345
 CM1345                          STATION RECOVERY (1949)
 CM1345
 CM1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 CM1345'3.6 MI NE FROM ALEXANDER CITY.
 CM1345'ABOUT 3.45 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE POST
 CM1345'OFFICE AT ALEXANDER CITY, THENCE ABOUT 0.15 MILE SOUTH ALONG A DIRT
 CM1345'ROAD, AT THE TOP OF A HILL, IN A CULTIVATED FIELD, 227 FEET NORTH
 CM1345'OF THE NORTHEAST CORNER OF THE BRASHER GREGG FARM HOUSE, 157 FEET
 CM1345'EAST-NORTHEAST OF THE CENTER LINE OF THE ROAD, 71 FEET
 CM1345'NORTH-NORTHEAST OF R.M. NO. 2, 83 FEET WEST OF R.M. NO. 1, AND
 CM1345'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CM1345
 CM1345                          STATION RECOVERY (1976)
 CM1345
 CM1345'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 CM1345'THE STATION WAS VISITED 7-8-76 AND THE STATION, RM NO. 1, RM NO. 2,
 CM1345'AND AZIMUTH MARKS WERE RECOVERED IN GOOD CONDITION.  THE AZIMUTH IS
 CM1345'NOT VISIBLE FROM THE STATION DUE TO TIMBER.  A NEW DESCRIPTION
 CM1345'FOLLOWS--
 CM1345'
 CM1345'THE STATION IS LOCATED ABOUT 2.5 MILES EAST OF ALEXANDER CITY,
 CM1345'ALABAMA AND 0.25 MILE SOUTH OF ALA. 22 ON THE SUMMIT OF A SMALL HILL
 CM1345'ON THE ON THE PROPERTY OF MR. LEWIS WASHBURN.
 CM1345'
 CM1345'TO REACH THE STATION FROM THE RAILROAD OVERPASS IN THE EASTERN EDGE
 CM1345'OF ALEXANDER CITY, ALABAMA, DRIVE EAST ON ALA. 22 2.29 MILES TO MILE
 CM1345'POST 120.97 AND THE AZIMUTH MARK ON THE LEFT, CONTINUE EAST ON ALA.
 CM1345'22 0.42 MILE TO MILE POST 121.39 AND A PAVED COUNTY ROAD RIGHT, TURN
 CM1345'RIGHT AND DRIVE 0.18 MILE TO A GRAVEL ROAD LEFT, TURN SHARP LEFT AND
 CM1345'DRIVE 0.06 MILE TO A DRIVEWAY RIGHT, TURN RIGHT AND DRIVE 0.04 MILE
 CM1345'TO THE TOP OF A HILL AND MR. LEWIS WASHBURNS HOUSE, PARK HERE AND
 CM1345'WALK AROUND THE HOUSE TO THE STATION ON THE SOUTHWEST SIDE OF THE
 CM1345'HOUSE.  THE STATION MARK IS A STANDARD TRIANGULATION
 CM1345'STATION DISK STAMPED FULLER 1941 SET IN THE TOP OF A SQUARE
 CM1345'CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.  IT IS 41 FT.
 CM1345'SOUTHWEST OF THE SOUTHWEST CORNER OF THE HOUSE, 3 FT. SOUTH OF A 36
 CM1345'INCH PINE TREE AND 1 FT. NORTHEAST OF A METAL WITNESS POST AND
 CM1345'SIGN.
 CM1345'
 CM1345'REFERENCE MARK NO. 1 IS A STANDARD REFERENCE MARK DISK STAMPED FULLER
 CM1345'NO. 1 1941 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6
 CM1345'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 45.7 FT. SOUTHEAST
 CM1345'OF THE SOUTHEAST CORNER OF THE BACK PORCH, AND 1.3 FT. WEST OF A
 CM1345'METAL WITNESS POST AND SIGN.
 CM1345'
 CM1345'REFERENCE MARK NO. 2 IS A STANDARD REFERENCE MARK DISK STAMPED FULLER
 CM1345'NO. 2 1941 SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6
 CM1345'INCHES ABOVE THE SURFACE OF THE GROUND.  IT IS 102 FT. SOUTH OF THE
 CM1345'SOUTHWEST CORNER OF THE HOUSE, 5 FT. WEST OF THE CENTERLINE OF DIM
 CM1345'WOODS ROAD, AND 1 FT. WEST OF A METAL WITNESS POST AND SIGN.
 CM1345'
 CM1345'THE AZIMUTH MARK IS A STANDARD AZIMUTH MARK DISK STAMPED FULLER 1941
 CM1345'SET IN THE TOP OF A SQUARE CONCRETE POST PROJECTING 6 INCHES ABOVE
 CM1345'THE SURFACE OF THE GROUND.  IT IS LOCATED IN THE FRONT LAWN OF MR.
 CM1345'RICHARD WHITES BRICK RESIDENCE AT THE CREST OF A 5 FT. BACK SLOPE,
 CM1345'48.6 FT.  NORTHWEST OF THE CENTERLINE OF ALA. 22, 45.4 FT. SOUTH OF
 CM1345'THE SOUTHEAST CORNER OF THE HOUSE, 51.6 FT. EAST OF THE
 CM1345'SOUTHWEST CORNER OF THE HOUSE, AND 52.7 FT. SOUTHWEST OF A POWER
 CM1345'POLE.
 CM1345'
 CM1345'AIRLINE DISTANCE AND DIRECTION FROM NEAREST TOWN--2.5 MILES EAST OF
 CM1345'ALEXANDER CITY, ALABAMA.
 CM1345
 CM1345                          STATION RECOVERY (2004)
 CM1345
 CM1345'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CM1345'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN3012 ***********************************************************************
 CN3012  DESIGNATION -  FULLER 2
 CN3012  PID         -  CN3012
 CN3012  STATE/COUNTY-  AL/PERRY
 CN3012  USGS QUAD   -  SUMMERFIELD (1987)
 CN3012
 CN3012                         *CURRENT SURVEY CONTROL
 CN3012  ___________________________________________________________________
 CN3012* NAD 83(1992)-  32 36 59.82721(N)    087 07 12.40204(W)     ADJUSTED  
 CN3012* NAVD 88     -       149.8    (meters)     491.     (feet)  VERTCON   
 CN3012  ___________________________________________________________________
 CN3012  LAPLACE CORR-           0.93  (seconds)                    DEFLEC99
 CN3012  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CN3012
 CN3012  HORZ ORDER  -  FIRST
 CN3012
 CN3012.The horizontal coordinates were established by classical geodetic methods
 CN3012.and adjusted by the National Geodetic Survey in December 1992..
 CN3012
 CN3012.The NAVD 88 height was computed by applying the VERTCON shift value to
 CN3012.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 CN3012
 CN3012.The Laplace correction was computed from DEFLEC99 derived deflections.
 CN3012
 CN3012.The geoid height was determined by GEOID03.
 CN3012
 CN3012;                    North         East     Units Scale Factor Converg.
 CN3012;SPC AL W     -   290,161.619   635,652.262   MT  0.99994900   +0 12 17.2
 CN3012;UTM  16      - 3,608,792.924   488,731.390   MT  0.99960157   -0 03 53.1
 CN3012
 CN3012!             -  Elev Factor  x  Scale Factor =   Combined Factor
 CN3012!SPC AL W     -   0.99998099  x   0.99994900  =   0.99992999
 CN3012!UTM  16      -   0.99998099  x   0.99960157  =   0.99958257
 CN3012
 CN3012:                Primary Azimuth Mark                     Grid Az
 CN3012:SPC AL W     -  FULLER AZ MK                             076 57 01.8
 CN3012:UTM  16      -  FULLER AZ MK                             077 13 12.1
 CN3012
 CN3012|---------------------------------------------------------------------|
 CN3012| PID    Reference Object                     Distance      Geod. Az  |
 CN3012|                                                           dddmmss.s |
 CN3012| CF9803 FULLER AZ MK                                       0770919.0 |
 CN3012| CN3011 SUMMERFIELD TRANSCON GAS MAST       APPROX. 9.6 KM 1214712.2 |
 CN3012| CN3020 MARION LOT                          APPROX.15.3 KM 2882021.0 |
 CN3012| CN1607 FULLER RM 2                          63.901 METERS 30756     |
 CN3012| CN1608 FULLER                               69.883 METERS 33757     |
 CN3012| CN3014 OSBORN SOU RWY MICROWAVE            APPROX. 8.1 KM 3435402.6 |
 CN3012|---------------------------------------------------------------------|
 CN3012
 CN3012                          SUPERSEDED SURVEY CONTROL
 CN3012
 CN3012  NAD 83(1986)-  32 36 59.83588(N)    087 07 12.40561(W) AD(       ) 1
 CN3012  NAD 27      -  32 36 59.36204(N)    087 07 12.42929(W) AD(       ) 1
 CN3012  NGVD 29 (07/19/86)  149.8    (m)          491.     (f) VERT ANG       
 CN3012
 CN3012.Superseded values are not recommended for survey control.
 CN3012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN3012.See file dsdata.txt to determine how the superseded data were derived.
 CN3012
 CN3012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB8873108793(NAD 83)
 CN3012_MARKER: DS = TRIANGULATION STATION DISK
 CN3012_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN3012_SP_SET: TOP OF SQUARE CONCRETE MONUMENT
 CN3012
 CN3012  HISTORY     - Date     Condition        Report By
 CN3012  HISTORY     - 1971     MONUMENTED       NGS
 CN3012
 CN3012                          STATION DESCRIPTION
 CN3012
 CN3012'DESCRIBED BY NATIONAL GEODETIC SURVEY 1971 (JLC)
 CN3012'DUE TO A HOUSE BEING BUILT TO CLOSE TO TRIANGULATION STATION FULLER
 CN3012'1930, A TOWER COULD NOT BE BUILT AND FULLER 2 WAS ESTABLISHED AT
 CN3012'THIS TIME.
 CN3012'
 CN3012'THE STATION IS LOCATED IN THE SMALL VILLAGE OF PERRYVILLE, ABOUT
 CN3012'23 MILES SOUTH OF CENTERVILLE, 12 MILES WEST-SOUTHWEST OF
 CN3012'PLANTERSVILLE, 12 MILES EAST OF MARION AND ON PROPERTY OF MR. JAMES
 CN3012'T. FULLER OF SELMA, ALABAMA.  HIS PHONE NUMBER IS (205) 874-8571.
 CN3012'
 CN3012'TO REACH THE STATION FROM THE JUNCTION OF U.S. HIGHWAY 82 AND STATE
 CN3012'HIGHWAY 219 WHICH IS IN THE SOUTH EDGE OF CENTERVILLE, GO IN A
 CN3012'SOUTHERLY DIRECTION ON STATE HIGHWAY 219 FOR 8.2 MILES TO THE
 CN3012'BIBB-PERRY COUNTY LINE.  CONTINUE IN A SOUTHERLY DIRECTION ON
 CN3012'STATE HIGHWAY 219 FOR 6.0 MILES TO A T-ROAD AND THE JUNCTION OF
 CN3012'STATE HIGHWAY 183.  TURN RIGHT, GO WEST ON STATE HIGHWAYS 219
 CN3012'AND 183 FOR 0.4 MILE TO A SIDE ROAD LEFT.  TURN LEFT AND GO IN
 CN3012'A SOUTHERLY DIRECTION ON STATE HIGHWAY 219 FOR 9.9
 CN3012'MILES TO A SIDE ROAD RIGHT AND A ELECTRIC SUB-STATION IN THE
 CN3012'NORTHWEST ANGLE OF THE INTERSECTION.  TURN RIGHT, GO WEST ON
 CN3012'A PAVED ROAD FOR 1.0 MILE TO A RED HOUSE ON THE RIGHT AND THE
 CN3012'AZIMUTH MARK.  CONTINUE WEST ON THE PAVED ROAD FOR 0.2 MILE TO
 CN3012'THE STATION ON THE LEFT.
 CN3012'
 CN3012'STATION MARKS ARE STANDARD DISKS STAMPED FULLER 2 1971.  THE
 CN3012'SURFACE DISK IS SET IN THE TOP OF A 12-INCH CYLINDRICAL CONCRETE
 CN3012'MONUMENT WHICH PROJECTS 1 INCH ABOVE THE GROUND SURFACE.  IT IS 78
 CN3012'FEET SOUTH OF THE CENTER OF THE PAVED ROAD, 50 FEET EAST-SOUTHEAST
 CN3012'OF THE SOUTHEAST CORNER OF A CINDER BLOCK BUILDING, 49 FEET
 CN3012'SOUTHWEST OF A POWER LINE POLE, 40 FEET WEST-SOUTHWEST OF AN OLD
 CN3012'CONCRETE BUILDING, 28 FEET EAST OF THE CENTER OF A GRAVELED
 CN3012'DRIVEWAY AND ABOUT 4 FEET HIGHER THAN THE ROAD.  THE
 CN3012'UNDERGROUND DISK IS SET IN THE TOP OF AN IRREGULAR MASS ON
 CN3012'CONCRETE 42 INCHES BELOW THE GROUND SURFACE.
 CN3012'
 CN3012'REFERENCE MARK 1, A STANDARD DISK STAMPED FULLER NO 1 1930, IS SET
 CN3012'IN THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 CN3012'INCHES ABOVE THE GROUND SURFACE.  IT IS 47 FEET WEST OF A LONE
 CN3012'16-INCH OAK TREE, 38 FEET NORTH OF THE CENTER OF THE PAVED ROAD,
 CN3012'9.5 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A TIN
 CN3012'BUILDING, 2 FEET NORTH OF THE EDGE OF A CUT-BANK AND ABOUT 5 FEET
 CN3012'HIGHER THAN THE ROAD.
 CN3012'
 CN3012'REFERENCE MARK 2, A STANDARD DISK STAMPED FULLER NO 2 1930, IS SET
 CN3012'IN THE TOP OF A 16-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 3
 CN3012'INCHES ABOVE THE GROUND SURFACE.  IT IS 33 FEET WEST OF THE CENTER
 CN3012'OF A DIRT ROAD, 21 FEET EAST OF A 6-INCH CEDAR TREE, 3 FEET NORTH
 CN3012'OF A POWER LINE POLE WITH TRANSFORMER AND ABOUT 8 FEET HIGHER THAN
 CN3012'THE ROAD.
 CN3012'
 CN3012'FULLER 1930, A STANDARD STATION MARK DISK STAMPED FULLER 1930, IS
 CN3012'SET IN THE TOP OF AN IRREGULAR MASS OF CONCRETE 18 INCHES BELOW THE
 CN3012'GROUND SURFACE.  (THE SURFACE DISK HAS BEEN DESTROYED.) IT IS
 CN3012'15.4 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE CHIMNEY TO THE
 CN3012'BRICK HOUSE, 14.6 FEET WEST-SOUTHWEST OF THE NORTHWEST CORNER OF
 CN3012'THE BRICK HOUSE, 14.2 FEET EAST OF A NORTH-SOUTH CHAIN LINK
 CN3012'FENCE AND 7.6 FEET SOUTH OF AN EAST-WEST CHAIN LINK FENCE.  THIS
 CN3012'MARK IS ON THE PROPERTY OWNED BY MR. CLAUDE RIDDLE WHO LIVES IN THE
 CN3012'BRICK HOUSE.
 CN3012'
 CN3012'THE AZIMUTH MARK, A STANDARD DISK STAMPED FULLER 1930, IS SET IN THE
 CN3012'TOP OF A 12-INCH SQUARE CONCRETE MONUMENT WHICH PROJECTS 4 INCHES
 CN3012'ABOVE THE GROUND SURFACE.  IT IS 37 FEET NORTH-NORTHEAST OF THE
 CN3012'NORTHEAST CORNER OF THE RED HOUSE, 35.5 FEET SOUTH-SOUTHEAST OF A
 CN3012'TWIN TRUNKED TREE, 13 FEET WEST OF THE NORTH GATE POST OF A WIRE
 CN3012'GATE AND 10 FEET NORTH OF THE CENTER OF A DRIVEWAY.
 CN3012'
 CN3012'NOTE--CONSIDERABLE AMOUNT OF CLEARING IS NECESSARY FOR THE AZIMUTH
 CN3012'MARK TO BE VISIBLE FROM THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1347 ***********************************************************************
 CM1347  DESIGNATION -  FULLER AZ MK
 CM1347  PID         -  CM1347
 CM1347  STATE/COUNTY-  AL/TALLAPOOSA
 CM1347  USGS QUAD   -  ALEXANDER CITY (1983)
 CM1347
 CM1347                         *CURRENT SURVEY CONTROL
 CM1347  ___________________________________________________________________
 CM1347* NAD 83(1986)-  32 57 49.     (N)    085 54 51.     (W)     SCALED    
 CM1347* NAVD 88     -       218.249  (meters)     716.04   (feet)  ADJUSTED  
 CM1347  ___________________________________________________________________
 CM1347  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM1347  DYNAMIC HT  -         217.996 (meters)     715.21  (feet)  COMP
 CM1347  MODELED GRAV-     979,473.9   (mgal)                       NAVD 88
 CM1347
 CM1347  VERT ORDER  -  SECOND    CLASS 0
 CM1347
 CM1347.The horizontal coordinates were scaled from a topographic map and have
 CM1347.an estimated accuracy of +/- 6 seconds.
 CM1347
 CM1347.The orthometric height was determined by differential leveling
 CM1347.and adjusted by the National Geodetic Survey in June 1991..
 CM1347
 CM1347.The geoid height was determined by GEOID03.
 CM1347
 CM1347.The dynamic height is computed by dividing the NAVD 88
 CM1347.geopotential number by the normal gravity value computed on the
 CM1347.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1347.degrees latitude (g = 980.6199 gals.).
 CM1347
 CM1347.The modeled gravity was interpolated from observed gravity values.
 CM1347
 CM1347;                    North         East    Units  Estimated Accuracy
 CM1347;SPC AL E     -   273,160.      192,440.      MT  (+/- 180 meters Scaled)
 CM1347
 CM1347                          SUPERSEDED SURVEY CONTROL
 CM1347
 CM1347  NGVD 29 (??/??/92)  218.22   (m)          715.9    (f) COMPUTED    2 0
 CM1347
 CM1347.Superseded values are not recommended for survey control.
 CM1347.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1347.See file dsdata.txt to determine how the superseded data were derived.
 CM1347
 CM1347_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB014477(NAD 83)
 CM1347_MARKER: DZ = AZIMUTH MARK DISK
 CM1347_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1347_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1347_STAMPING: FULLER 1941
 CM1347_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1347+STABILITY: SURFACE MOTION
 CM1347_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 CM1347+SATELLITE: SATELLITE OBSERVATIONS - April 12, 2004
 CM1347
 CM1347  HISTORY     - Date     Condition        Report By
 CM1347  HISTORY     - 1941     MONUMENTED       CGS
 CM1347  HISTORY     - 1949     GOOD             NGS
 CM1347  HISTORY     - 1971     GOOD             NGS
 CM1347  HISTORY     - 20040412 GOOD             ALHD
 CM1347
 CM1347                          STATION DESCRIPTION
 CM1347
 CM1347'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CM1347'3 MI NE FROM ALEXANDER CITY.
 CM1347'ABOUT 2.95 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE POST
 CM1347'OFFICE AT ALEXANDER CITY, AT THE J.B. DEANS GROCERY STORE, 194
 CM1347'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE STORE BUILDING, 122
 CM1347'FEET NORTHEAST OF A FENCE CORNER, 48 FEET NORTHWEST OF THE CENTER
 CM1347'LINE OF THE HIGHWAY, 34 FEET NORTHEAST OF A POWER POLE, 3 FEET
 CM1347'SOUTHWEST OF A WHITE WOODEN WITNESS POST, ON THE TOP OF A 6-FOOT
 CM1347'BENCH CUT AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CM1347
 CM1347                          STATION RECOVERY (1971)
 CM1347
 CM1347'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 CM1347'RECOVERED IN GOOD CONDITION.
 CM1347
 CM1347                          STATION RECOVERY (2004)
 CM1347
 CM1347'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (RBC)
 CM1347'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1606 ***********************************************************************
 CN1606  DESIGNATION -  FULLER RM 1
 CN1606  PID         -  CN1606
 CN1606  STATE/COUNTY-  AL/PERRY
 CN1606  USGS QUAD   -  SUMMERFIELD (1987)
 CN1606
 CN1606                         *CURRENT SURVEY CONTROL
 CN1606  ___________________________________________________________________
 CN1606* NAD 83(1986)-  32 37 01.     (N)    087 07 13.     (W)     SCALED    
 CN1606* NAVD 88     -       149.239  (meters)     489.63   (feet)  ADJUSTED  
 CN1606  ___________________________________________________________________
 CN1606  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CN1606  DYNAMIC HT  -         149.067 (meters)     489.06  (feet)  COMP
 CN1606  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CN1606
 CN1606  VERT ORDER  -  SECOND    CLASS 0
 CN1606
 CN1606.The horizontal coordinates were scaled from a topographic map and have
 CN1606.an estimated accuracy of +/- 6 seconds.
 CN1606
 CN1606.The orthometric height was determined by differential leveling
 CN1606.and adjusted by the National Geodetic Survey in June 1991..
 CN1606
 CN1606.The geoid height was determined by GEOID03.
 CN1606
 CN1606.The dynamic height is computed by dividing the NAVD 88
 CN1606.geopotential number by the normal gravity value computed on the
 CN1606.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1606.degrees latitude (g = 980.6199 gals.).
 CN1606
 CN1606.The modeled gravity was interpolated from observed gravity values.
 CN1606
 CN1606;                    North         East    Units  Estimated Accuracy
 CN1606;SPC AL W     -   290,200.      635,640.      MT  (+/- 180 meters Scaled)
 CN1606
 CN1606                          SUPERSEDED SURVEY CONTROL
 CN1606
 CN1606  NGVD 29 (??/??/92)  149.203  (m)          489.51   (f) ADJ UNCH    2 0
 CN1606
 CN1606.Superseded values are not recommended for survey control.
 CN1606.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1606.See file dsdata.txt to determine how the superseded data were derived.
 CN1606
 CN1606_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB887088(NAD 83)
 CN1606_MARKER: DR = REFERENCE MARK DISK
 CN1606_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1606_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1606_STAMPING: FULLER 1930 NO 1
 CN1606_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1606+STABILITY: SURFACE MOTION
 CN1606
 CN1606  HISTORY     - Date     Condition        Report By
 CN1606  HISTORY     - 1930     MONUMENTED       CGS
 CN1606  HISTORY     - 1949     GOOD             NGS
 CN1606
 CN1606                          STATION DESCRIPTION
 CN1606
 CN1606'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1606'IN PERRYVILLE.
 CN1606'AT PERRYVILLE, AT THE CROSSROADS AND POST OFFICE, 151 FEET EAST OF THE
 CN1606'CENTER LINE OF THE ROAD NORTH, 112 FEET NORTHEAST AND ACROSS THE ROAD
 CN1606'EAST FROM THE NORTHEAST CORNER OF THE POST OFFICE AND GROCERY STORE,
 CN1606'36.5 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 9 1/2 FEET
 CN1606'SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF A SMALL CORRUGATED METAL
 CN1606'BUILDING, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT 4 1/2
 CN1606'FEET ABOVE THE ROAD EAST AND SET IN THE TOP OF A CONCRETE POST
 CN1606'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1346 ***********************************************************************
 CM1346  DESIGNATION -  FULLER RM 1
 CM1346  PID         -  CM1346
 CM1346  STATE/COUNTY-  AL/TALLAPOOSA
 CM1346  USGS QUAD   -  ALEXANDER CITY (1983)
 CM1346
 CM1346                         *CURRENT SURVEY CONTROL
 CM1346  ___________________________________________________________________
 CM1346* NAD 83(1986)-  32 57 43.     (N)    085 54 20.     (W)     SCALED    
 CM1346* NAVD 88     -       235.491  (meters)     772.61   (feet)  ADJUSTED  
 CM1346  ___________________________________________________________________
 CM1346  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM1346  DYNAMIC HT  -         235.218 (meters)     771.71  (feet)  COMP
 CM1346  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CM1346
 CM1346  VERT ORDER  -  SECOND    CLASS 0
 CM1346
 CM1346.The horizontal coordinates were scaled from a topographic map and have
 CM1346.an estimated accuracy of +/- 6 seconds.
 CM1346
 CM1346.The orthometric height was determined by differential leveling
 CM1346.and adjusted by the National Geodetic Survey in June 1991..
 CM1346
 CM1346.The geoid height was determined by GEOID03.
 CM1346
 CM1346.The dynamic height is computed by dividing the NAVD 88
 CM1346.geopotential number by the normal gravity value computed on the
 CM1346.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1346.degrees latitude (g = 980.6199 gals.).
 CM1346
 CM1346.The modeled gravity was interpolated from observed gravity values.
 CM1346
 CM1346;                    North         East    Units  Estimated Accuracy
 CM1346;SPC AL E     -   272,980.      193,250.      MT  (+/- 180 meters Scaled)
 CM1346
 CM1346                          SUPERSEDED SURVEY CONTROL
 CM1346
 CM1346  NGVD 29 (??/??/92)  235.465  (m)          772.52   (f) ADJ UNCH    2 0
 CM1346
 CM1346.Superseded values are not recommended for survey control.
 CM1346.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1346.See file dsdata.txt to determine how the superseded data were derived.
 CM1346
 CM1346_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB022476(NAD 83)
 CM1346_MARKER: DR = REFERENCE MARK DISK
 CM1346_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1346_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1346_STAMPING: FULLER NO 1 1941
 CM1346_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1346+STABILITY: SURFACE MOTION
 CM1346
 CM1346  HISTORY     - Date     Condition        Report By
 CM1346  HISTORY     - 1941     MONUMENTED       CGS
 CM1346  HISTORY     - 1949     GOOD             NGS
 CM1346
 CM1346                          STATION DESCRIPTION
 CM1346
 CM1346'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CM1346'3.6 MI NE FROM ALEXANDER CITY.
 CM1346'ABOUT 3.45 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE POST
 CM1346'OFFICE AT ALEXANDER CITY, THENCE ABOUT 0.15 MILE SOUTH ALONG A DIRT
 CM1346'ROAD, AT THE NORTHWEST CORNER OF A GARDEN FENCE, 131 FEET
 CM1346'EAST-NORTHEAST OF R.M. NO. 2, 83 FEET EAST OF THE STATION MARK, 3
 CM1346'FEET SOUTH OF THE FENCE CORNER, 1 FOOT WEST OF THE FENCE LINE,
 CM1346'3 1/2 FEET LOWER THAN THE STATION MARK AND SET IN THE TOP OF A
 CM1346'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1607 ***********************************************************************
 CN1607  DESIGNATION -  FULLER RM 2
 CN1607  PID         -  CN1607
 CN1607  STATE/COUNTY-  AL/PERRY
 CN1607  USGS QUAD   -  SUMMERFIELD (1987)
 CN1607
 CN1607                         *CURRENT SURVEY CONTROL
 CN1607  ___________________________________________________________________
 CN1607* NAD 83(1986)-  32 37 01.     (N)    087 07 13.     (W)     SCALED    
 CN1607* NAVD 88     -       149.004  (meters)     488.86   (feet)  ADJUSTED  
 CN1607  ___________________________________________________________________
 CN1607  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CN1607  DYNAMIC HT  -         148.833 (meters)     488.30  (feet)  COMP
 CN1607  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CN1607
 CN1607  VERT ORDER  -  SECOND    CLASS 0
 CN1607
 CN1607.The horizontal coordinates were scaled from a topographic map and have
 CN1607.an estimated accuracy of +/- 6 seconds.
 CN1607
 CN1607.The orthometric height was determined by differential leveling
 CN1607.and adjusted by the National Geodetic Survey in June 1991..
 CN1607
 CN1607.The geoid height was determined by GEOID03.
 CN1607
 CN1607.The dynamic height is computed by dividing the NAVD 88
 CN1607.geopotential number by the normal gravity value computed on the
 CN1607.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1607.degrees latitude (g = 980.6199 gals.).
 CN1607
 CN1607.The modeled gravity was interpolated from observed gravity values.
 CN1607
 CN1607;                    North         East    Units  Estimated Accuracy
 CN1607;SPC AL W     -   290,200.      635,640.      MT  (+/- 180 meters Scaled)
 CN1607
 CN1607                          SUPERSEDED SURVEY CONTROL
 CN1607
 CN1607  NGVD 29 (??/??/92)  148.969  (m)          488.74   (f) ADJ UNCH    2 0
 CN1607
 CN1607.Superseded values are not recommended for survey control.
 CN1607.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1607.See file dsdata.txt to determine how the superseded data were derived.
 CN1607
 CN1607_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB887088(NAD 83)
 CN1607_MARKER: DR = REFERENCE MARK DISK
 CN1607_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1607_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1607_STAMPING: FULLER 1930 NO 2
 CN1607_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1607+STABILITY: SURFACE MOTION
 CN1607
 CN1607  HISTORY     - Date     Condition        Report By
 CN1607  HISTORY     - 1930     MONUMENTED       CGS
 CN1607  HISTORY     - 1949     GOOD             NGS
 CN1607
 CN1607                          STATION DESCRIPTION
 CN1607
 CN1607'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1607'IN PERRYVILLE.
 CN1607'AT PERRYVILLE, AT THE CROSSROADS AND POST OFFICE, 183.8 FEET
 CN1607'WEST-NORTHWEST AND ACROSS THE ROAD NORTH FROM R.M. NO.1, 117.5 FEET
 CN1607'NORTHWEST AND ACROSS ROAD INTERSECTION FROM THE NORTHWEST CORNER OF
 CN1607'THE POST OFFICE, 75 FEET NORTHWEST OF THE CENTER OF THE ROAD
 CN1607'INTERSECTION, 28.7 FEET WEST OF THE CENTER LINE OF THE ROAD NORTH, 78
 CN1607'FEET NORTH OF THE CENTER LINE OF THE ROAD WEST, 1 FOOT EAST OF A WHITE
 CN1607'WOODEN WITNESS POST, 5 FEET ABOVE THE ROAD NORTH AND SET IN THE TOP OF
 CN1607'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1344 ***********************************************************************
 CM1344  DESIGNATION -  FULLER RM 2
 CM1344  PID         -  CM1344
 CM1344  STATE/COUNTY-  AL/TALLAPOOSA
 CM1344  USGS QUAD   -  ALEXANDER CITY (1983)
 CM1344
 CM1344                         *CURRENT SURVEY CONTROL
 CM1344  ___________________________________________________________________
 CM1344* NAD 83(1986)-  32 57 43.     (N)    085 54 20.     (W)     SCALED    
 CM1344* NAVD 88     -       236.198  (meters)     774.93   (feet)  ADJUSTED  
 CM1344  ___________________________________________________________________
 CM1344  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 CM1344  DYNAMIC HT  -         235.924 (meters)     774.03  (feet)  COMP
 CM1344  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 CM1344
 CM1344  VERT ORDER  -  SECOND    CLASS 0
 CM1344
 CM1344.The horizontal coordinates were scaled from a topographic map and have
 CM1344.an estimated accuracy of +/- 6 seconds.
 CM1344
 CM1344.The orthometric height was determined by differential leveling
 CM1344.and adjusted by the National Geodetic Survey in June 1991..
 CM1344
 CM1344.The geoid height was determined by GEOID03.
 CM1344
 CM1344.The dynamic height is computed by dividing the NAVD 88
 CM1344.geopotential number by the normal gravity value computed on the
 CM1344.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1344.degrees latitude (g = 980.6199 gals.).
 CM1344
 CM1344.The modeled gravity was interpolated from observed gravity values.
 CM1344
 CM1344;                    North         East    Units  Estimated Accuracy
 CM1344;SPC AL E     -   272,980.      193,250.      MT  (+/- 180 meters Scaled)
 CM1344
 CM1344                          SUPERSEDED SURVEY CONTROL
 CM1344
 CM1344  NGVD 29 (??/??/92)  236.172  (m)          774.84   (f) ADJ UNCH    2 0
 CM1344
 CM1344.Superseded values are not recommended for survey control.
 CM1344.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1344.See file dsdata.txt to determine how the superseded data were derived.
 CM1344
 CM1344_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB022476(NAD 83)
 CM1344_MARKER: DR = REFERENCE MARK DISK
 CM1344_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1344_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1344_STAMPING: FULLER NO 2 1941
 CM1344_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1344+STABILITY: SURFACE MOTION
 CM1344
 CM1344  HISTORY     - Date     Condition        Report By
 CM1344  HISTORY     - 1941     MONUMENTED       CGS
 CM1344  HISTORY     - 1949     GOOD             NGS
 CM1344
 CM1344                          STATION DESCRIPTION
 CM1344
 CM1344'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CM1344'3.6 MI NE FROM ALEXANDER CITY.
 CM1344'ABOUT 3.45 MILES NORTHEAST ALONG STATE HIGHWAY 63 FROM THE POST
 CM1344'OFFICE AT ALEXANDER CITY, THENCE ABOUT 0.15 MILE SOUTH ALONG A DIRT
 CM1344'ROAD, 167 FEET NORTH-NORTHWEST OF THE NORTHEAST CORNER OF THE
 CM1344'BRASHER GREGG FARM HOUSE, 115 FEET EAST-NORTHEAST OF THE CENTER LINE
 CM1344'OF THE ROAD, 131 FEET WEST-SOUTHWEST OF R.M. NO. 1, 71 FEET
 CM1344'SOUTH-SOUTHWEST OF THE STATION MARK, ABOUT 2 1/2 FEET BELOW THE
 CM1344'STATION MARK AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM1344'6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1605 ***********************************************************************
 CN1605  DESIGNATION -  FULLER RM 3
 CN1605  PID         -  CN1605
 CN1605  STATE/COUNTY-  AL/PERRY
 CN1605  USGS QUAD   -  SUMMERFIELD (1987)
 CN1605
 CN1605                         *CURRENT SURVEY CONTROL
 CN1605  ___________________________________________________________________
 CN1605* NAD 83(1986)-  32 37 01.     (N)    087 07 13.     (W)     SCALED    
 CN1605* NAVD 88     -       147.529  (meters)     484.02   (feet)  ADJUSTED  
 CN1605  ___________________________________________________________________
 CN1605  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 CN1605  DYNAMIC HT  -         147.360 (meters)     483.46  (feet)  COMP
 CN1605  MODELED GRAV-     979,488.4   (mgal)                       NAVD 88
 CN1605
 CN1605  VERT ORDER  -  SECOND    CLASS 0
 CN1605
 CN1605.The horizontal coordinates were scaled from a topographic map and have
 CN1605.an estimated accuracy of +/- 6 seconds.
 CN1605
 CN1605.The orthometric height was determined by differential leveling
 CN1605.and adjusted by the National Geodetic Survey in June 1991..
 CN1605
 CN1605.The geoid height was determined by GEOID03.
 CN1605
 CN1605.The dynamic height is computed by dividing the NAVD 88
 CN1605.geopotential number by the normal gravity value computed on the
 CN1605.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1605.degrees latitude (g = 980.6199 gals.).
 CN1605
 CN1605.The modeled gravity was interpolated from observed gravity values.
 CN1605
 CN1605;                    North         East    Units  Estimated Accuracy
 CN1605;SPC AL W     -   290,200.      635,640.      MT  (+/- 180 meters Scaled)
 CN1605
 CN1605                          SUPERSEDED SURVEY CONTROL
 CN1605
 CN1605  NGVD 29 (??/??/92)  147.494  (m)          483.90   (f) ADJ UNCH    2 0
 CN1605
 CN1605.Superseded values are not recommended for survey control.
 CN1605.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1605.See file dsdata.txt to determine how the superseded data were derived.
 CN1605
 CN1605_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB887088(NAD 83)
 CN1605_MARKER: DR = REFERENCE MARK DISK
 CN1605_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1605_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1605_STAMPING: FULLER 1939 NO 3
 CN1605_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1605+STABILITY: SURFACE MOTION
 CN1605
 CN1605  HISTORY     - Date     Condition        Report By
 CN1605  HISTORY     - 1939     MONUMENTED       CGS
 CN1605  HISTORY     - 1949     GOOD             NGS
 CN1605
 CN1605                          STATION DESCRIPTION
 CN1605
 CN1605'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1605'IN PERRYVILLE.
 CN1605'AT PERRYVILLE, AT THE CROSSROADS AND POST OFFICE, 160 FEET NORTH OF
 CN1605'THE CENTER LINE OF THE EAST-WEST ROAD, 68 FEET NORTH-NORTHEAST OF THE
 CN1605'NORTHWEST CORNER OF A SMALL CORRUGATED METAL BUILDING, 74 1/2 FEET
 CN1605'EAST-NORTHEAST OF THE STATION MARK, 40 1/2 FEET WEST OF A NORTH-SOUTH
 CN1605'FENCE LINE, 13 1/2 FEET NORTH OF A 12-INCH PINE TREE, 1 FOOT SOUTH OF
 CN1605'A WHITE WOODEN WITNESS POST, 3 FEET ABOVE THE ROAD AND SET IN THE TOP
 CN1605'OF A CONCRETE POST PROJECTING 7 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0114 ***********************************************************************
 BH0114  DESIGNATION -  G 10
 BH0114  PID         -  BH0114
 BH0114  STATE/COUNTY-  AL/MOBILE
 BH0114  USGS QUAD   -  THEODORE (1982)
 BH0114
 BH0114                         *CURRENT SURVEY CONTROL
 BH0114  ___________________________________________________________________
 BH0114* NAD 83(1986)-  30 30 41.     (N)    088 13 37.     (W)     SCALED    
 BH0114* NAVD 88     -        35.631  (meters)     116.90   (feet)  POSTED    
 BH0114  ___________________________________________________________________
 BH0114  GEOID HEIGHT-         -28.40  (meters)                     GEOID03
 BH0114  DYNAMIC HT  -          35.580 (meters)     116.73  (feet)  COMP
 BH0114  MODELED GRAV-     979,323.0   (mgal)                       NAVD 88
 BH0114
 BH0114  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0114
 BH0114.The horizontal coordinates were scaled from a topographic map and have
 BH0114.an estimated accuracy of +/- 6 seconds.
 BH0114
 BH0114.The orthometric height was determined by differential leveling
 BH0114.and adjusted by the National Geodetic Survey in 1992..
 BH0114.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0114.rate of 0.0 thru 1.0 mm/km.
 BH0114
 BH0114.The geoid height was determined by GEOID03.
 BH0114
 BH0114.The dynamic height is computed by dividing the NAVD 88
 BH0114.geopotential number by the normal gravity value computed on the
 BH0114.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0114.degrees latitude (g = 980.6199 gals.).
 BH0114
 BH0114.The modeled gravity was interpolated from observed gravity values.
 BH0114
 BH0114;                    North         East    Units  Estimated Accuracy
 BH0114;SPC AL W     -    56,910.      530,230.      MT  (+/- 180 meters Scaled)
 BH0114
 BH0114                          SUPERSEDED SURVEY CONTROL
 BH0114
 BH0114  NGVD 29 (??/??/??)   35.672  (m)          117.03   (f) ADJUSTED    1 2
 BH0114
 BH0114.Superseded values are not recommended for survey control.
 BH0114.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0114.See file dsdata.txt to determine how the superseded data were derived.
 BH0114
 BH0114_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU822760(NAD 83)
 BH0114_MARKER: DB = BENCH MARK DISK
 BH0114_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0114_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0114_STAMPING: G 10
 BH0114_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0114+STABILITY: SURFACE MOTION
 BH0114
 BH0114  HISTORY     - Date     Condition        Report By
 BH0114  HISTORY     - UNK      MONUMENTED       CGS
 BH0114  HISTORY     - 1955     MARK NOT FOUND   CGS
 BH0114
 BH0114                          STATION DESCRIPTION
 BH0114
 BH0114'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0114'.25 MI NE FROM IRVINGTON.
 BH0114'1/4 MILE NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BH0114'IRVINGTON, MOBILE COUNTY, ABOUT 100 FEET SOUTHWEST OF MILEPOST 684,
 BH0114'AND ABOUT 35 FEET NORTHWEST OF THE TRACK.  A STANDARD DISK, STAMPED G
 BH0114'10 AND SET IN THE TOP OF A CONCRETE POST.  NOTE-- THE DISTANCE FROM
 BH0114'THE TRACK FALLS IN A NEWLY GRADED AREA AND IT IS BELIEVED THAT THE
 BH0114'MARK HAS BEEN DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1717 ***********************************************************************
 DH1717  DESIGNATION -  G 100
 DH1717  PID         -  DH1717
 DH1717  STATE/COUNTY-  AL/FAYETTE
 DH1717  USGS QUAD   -  FAYETTE (1983)
 DH1717
 DH1717                         *CURRENT SURVEY CONTROL
 DH1717  ___________________________________________________________________
 DH1717* NAD 83(1986)-  33 40 46.     (N)    087 46 07.     (W)     SCALED    
 DH1717* NAVD 88     -       105.629  (meters)     346.55   (feet)  ADJUSTED  
 DH1717  ___________________________________________________________________
 DH1717  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 DH1717  DYNAMIC HT  -         105.518 (meters)     346.19  (feet)  COMP
 DH1717  MODELED GRAV-     979,589.8   (mgal)                       NAVD 88
 DH1717
 DH1717  VERT ORDER  -  SECOND    CLASS 0
 DH1717
 DH1717.The horizontal coordinates were scaled from a topographic map and have
 DH1717.an estimated accuracy of +/- 6 seconds.
 DH1717
 DH1717.The orthometric height was determined by differential leveling
 DH1717.and adjusted by the National Geodetic Survey in June 1991..
 DH1717
 DH1717.The geoid height was determined by GEOID03.
 DH1717
 DH1717.The dynamic height is computed by dividing the NAVD 88
 DH1717.geopotential number by the normal gravity value computed on the
 DH1717.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1717.degrees latitude (g = 980.6199 gals.).
 DH1717
 DH1717.The modeled gravity was interpolated from observed gravity values.
 DH1717
 DH1717;                    North         East    Units  Estimated Accuracy
 DH1717;SPC AL W     -   408,000.      575,090.      MT  (+/- 180 meters Scaled)
 DH1717
 DH1717                          SUPERSEDED SURVEY CONTROL
 DH1717
 DH1717  NGVD 29 (??/??/92)  105.585  (m)          346.41   (f) ADJ UNCH    2 0
 DH1717
 DH1717.Superseded values are not recommended for survey control.
 DH1717.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1717.See file dsdata.txt to determine how the superseded data were derived.
 DH1717
 DH1717_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC287268(NAD 83)
 DH1717_MARKER: DB = BENCH MARK DISK
 DH1717_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1717_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1717_STAMPING: G 100 1935
 DH1717_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1717+STABILITY: SURFACE MOTION
 DH1717
 DH1717  HISTORY     - Date     Condition        Report By
 DH1717  HISTORY     - 1935     MONUMENTED       CGS
 DH1717
 DH1717                          STATION DESCRIPTION
 DH1717
 DH1717'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DH1717'3.9 MI E FROM FAYETTE.
 DH1717'3.9 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT FAYETTE,
 DH1717'FAYETTE COUNTY, 150 FEET WEST OF MILEAGE POST 874.8, 110 FEET WEST OF
 DH1717'A SMALL TRESTLE, AND 30 FEET SOUTH OF THE CENTERLINE OF THE TRACK. A
 DH1717'STANDARD DISK, STAMPED G 100 1935 AND SET IN THE TOP OF A CONCRETE
 DH1717'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0135 ***********************************************************************
 DJ0135  DESIGNATION -  G 101
 DJ0135  PID         -  DJ0135
 DJ0135  STATE/COUNTY-  AL/LAMAR
 DJ0135  USGS QUAD   -  MILLPORT (1985)
 DJ0135
 DJ0135                         *CURRENT SURVEY CONTROL
 DJ0135  ___________________________________________________________________
 DJ0135* NAD 83(1986)-  33 34 01.     (N)    088 03 14.     (W)     SCALED    
 DJ0135* NAVD 88     -        85.175  (meters)     279.44   (feet)  ADJUSTED  
 DJ0135  ___________________________________________________________________
 DJ0135  GEOID HEIGHT-         -28.21  (meters)                     GEOID03
 DJ0135  DYNAMIC HT  -          85.084 (meters)     279.15  (feet)  COMP
 DJ0135  MODELED GRAV-     979,567.2   (mgal)                       NAVD 88
 DJ0135
 DJ0135  VERT ORDER  -  SECOND    CLASS 0
 DJ0135
 DJ0135.The horizontal coordinates were scaled from a topographic map and have
 DJ0135.an estimated accuracy of +/- 6 seconds.
 DJ0135
 DJ0135.The orthometric height was determined by differential leveling
 DJ0135.and adjusted by the National Geodetic Survey in June 1991..
 DJ0135
 DJ0135.The geoid height was determined by GEOID03.
 DJ0135
 DJ0135.The dynamic height is computed by dividing the NAVD 88
 DJ0135.geopotential number by the normal gravity value computed on the
 DJ0135.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0135.degrees latitude (g = 980.6199 gals.).
 DJ0135
 DJ0135.The modeled gravity was interpolated from observed gravity values.
 DJ0135
 DJ0135;                    North         East    Units  Estimated Accuracy
 DJ0135;SPC AL W     -   395,630.      548,570.      MT  (+/- 180 meters Scaled)
 DJ0135
 DJ0135                          SUPERSEDED SURVEY CONTROL
 DJ0135
 DJ0135  NGVD 29 (??/??/92)   85.135  (m)          279.31   (f) ADJ UNCH    2 0
 DJ0135
 DJ0135.Superseded values are not recommended for survey control.
 DJ0135.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0135.See file dsdata.txt to determine how the superseded data were derived.
 DJ0135
 DJ0135_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC021146(NAD 83)
 DJ0135_MARKER: DB = BENCH MARK DISK
 DJ0135_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0135_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0135_STAMPING: G 101 1935
 DJ0135_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0135+STABILITY: SURFACE MOTION
 DJ0135
 DJ0135  HISTORY     - Date     Condition        Report By
 DJ0135  HISTORY     - 1935     MONUMENTED       CGS
 DJ0135
 DJ0135                          STATION DESCRIPTION
 DJ0135
 DJ0135'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 DJ0135'1.7 MI E FROM MILLPORT.
 DJ0135'1.7 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DJ0135'MILLPORT, LAMAR COUNTY, 400 FEET EAST OF A SMALL TRESTLE AND MILEAGE
 DJ0135'POST 896.3, AT A DIRT-ROAD CROSSING, 18 FEET NORTH OF THE CENTERLINE
 DJ0135'OF THE TRACK, AND 15 FEET EAST OF THE CENTERLINE OF THE ROAD.  A
 DJ0135'STANDARD DISK, STAMPED G 101 1935 AND SET IN THE TOP OF A CONCRETE
 DJ0135'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0373 ***********************************************************************
 DJ0373  DESIGNATION -  G 102
 DJ0373  PID         -  DJ0373
 DJ0373  STATE/COUNTY-  AL/PICKENS
 DJ0373  USGS QUAD   -  ALICEVILLE NORTH (1980)
 DJ0373
 DJ0373                         *CURRENT SURVEY CONTROL
 DJ0373  ___________________________________________________________________
 DJ0373* NAD 83(1986)-  33 07 38.     (N)    088 09 05.     (W)     SCALED    
 DJ0373* NAVD 88     -        57.444  (meters)     188.46   (feet)  ADJUSTED  
 DJ0373  ___________________________________________________________________
 DJ0373  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 DJ0373  DYNAMIC HT  -          57.380 (meters)     188.25  (feet)  COMP
 DJ0373  MODELED GRAV-     979,535.1   (mgal)                       NAVD 88
 DJ0373
 DJ0373  VERT ORDER  -  SECOND    CLASS 0
 DJ0373
 DJ0373.The horizontal coordinates were scaled from a topographic map and have
 DJ0373.an estimated accuracy of +/- 6 seconds.
 DJ0373
 DJ0373.The orthometric height was determined by differential leveling
 DJ0373.and adjusted by the National Geodetic Survey in June 1991..
 DJ0373
 DJ0373.The geoid height was determined by GEOID03.
 DJ0373
 DJ0373.The dynamic height is computed by dividing the NAVD 88
 DJ0373.geopotential number by the normal gravity value computed on the
 DJ0373.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0373.degrees latitude (g = 980.6199 gals.).
 DJ0373
 DJ0373.The modeled gravity was interpolated from observed gravity values.
 DJ0373
 DJ0373;                    North         East    Units  Estimated Accuracy
 DJ0373;SPC AL W     -   346,910.      539,220.      MT  (+/- 180 meters Scaled)
 DJ0373
 DJ0373                          SUPERSEDED SURVEY CONTROL
 DJ0373
 DJ0373  NGVD 29 (??/??/92)   57.402  (m)          188.33   (f) ADJ UNCH    2 0
 DJ0373
 DJ0373.Superseded values are not recommended for survey control.
 DJ0373.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0373.See file dsdata.txt to determine how the superseded data were derived.
 DJ0373
 DJ0373_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB925659(NAD 83)
 DJ0373_MARKER: DD = SURVEY DISK
 DJ0373_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0373_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0373_STAMPING: G 102 1935
 DJ0373_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0373+STABILITY: SURFACE MOTION
 DJ0373
 DJ0373  HISTORY     - Date     Condition        Report By
 DJ0373  HISTORY     - 1935     MONUMENTED       ALGS
 DJ0373  HISTORY     - 1963     MARK NOT FOUND   NGS
 DJ0373
 DJ0373                          STATION DESCRIPTION
 DJ0373
 DJ0373'DESCRIBED BY ALABAMA GEODETIC SURVEY 1935
 DJ0373'IN ALICEVILLE.
 DJ0373'AT ALICEVILLE, PICKENS COUNTY, ON THE ALABAMA, TENNESSEE AND NORTHERN
 DJ0373'RAILROAD, 88.1 FEET EAST OF THE NORTHEAST CORNER OF THE STATION, 88.1
 DJ0373'FEET NORTHEAST OF THE SOUTHEAST CORNER OF THE STATION, 78.2 FEET
 DJ0373'SOUTHEAST OF THE SOUTHWEST CORNER OF THE ALICEVILLE COCA COLA BOTTLING
 DJ0373'WORKS, 42 FEET SOUTH OF THE CENTER LINE OF STATE HIGHWAY 40, 27.7 FEET
 DJ0373'NORTH OF THE NORTH RAIL, NEAR THE CENTER OF A SMALL RAILROAD PARK, AND
 DJ0373'2 FEET WEST OF A WHITE WOODEN WITNESS POST.  A STATE SURVEY STANDARD
 DJ0373'DISK, STAMPED G 102 1935 AND SET IN THE TOP OF A CONCRETE POST.
 DJ0373
 DJ0373                          STATION RECOVERY (1963)
 DJ0373
 DJ0373'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1963
 DJ0373'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0158 ***********************************************************************
 CO0158  DESIGNATION -  G 103
 CO0158  PID         -  CO0158
 CO0158  STATE/COUNTY-  AL/GREENE
 CO0158  USGS QUAD   -  BOLIGEE (1987)
 CO0158
 CO0158                         *CURRENT SURVEY CONTROL
 CO0158  ___________________________________________________________________
 CO0158* NAD 83(1986)-  32 48 31.     (N)    088 02 52.     (W)     SCALED    
 CO0158* NAVD 88     -        34.849  (meters)     114.33   (feet)  ADJUSTED  
 CO0158  ___________________________________________________________________
 CO0158  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 CO0158  DYNAMIC HT  -          34.810 (meters)     114.21  (feet)  COMP
 CO0158  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 CO0158
 CO0158  VERT ORDER  -  SECOND    CLASS 0
 CO0158
 CO0158.The horizontal coordinates were scaled from a topographic map and have
 CO0158.an estimated accuracy of +/- 6 seconds.
 CO0158
 CO0158.The orthometric height was determined by differential leveling
 CO0158.and adjusted by the National Geodetic Survey in June 1991..
 CO0158
 CO0158.The geoid height was determined by GEOID03.
 CO0158
 CO0158.The dynamic height is computed by dividing the NAVD 88
 CO0158.geopotential number by the normal gravity value computed on the
 CO0158.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0158.degrees latitude (g = 980.6199 gals.).
 CO0158
 CO0158.The modeled gravity was interpolated from observed gravity values.
 CO0158
 CO0158;                    North         East    Units  Estimated Accuracy
 CO0158;SPC AL W     -   311,520.      548,700.      MT  (+/- 180 meters Scaled)
 CO0158
 CO0158                          SUPERSEDED SURVEY CONTROL
 CO0158
 CO0158  NGVD 29 (??/??/92)   34.834  (m)          114.28   (f) ADJ UNCH    2 0
 CO0158
 CO0158.Superseded values are not recommended for survey control.
 CO0158.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0158.See file dsdata.txt to determine how the superseded data were derived.
 CO0158
 CO0158_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB019305(NAD 83)
 CO0158_MARKER: DB = BENCH MARK DISK
 CO0158_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0158_SP_SET: PIER
 CO0158_STAMPING: G 103 1935
 CO0158_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0158
 CO0158  HISTORY     - Date     Condition        Report By
 CO0158  HISTORY     - 1935     MONUMENTED       CGS
 CO0158  HISTORY     - 1982     GOOD             LOCSUR
 CO0158
 CO0158                          STATION DESCRIPTION
 CO0158
 CO0158'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0158'3.7 MI N FROM BOLIGEE.
 CO0158'3.7 MILES NORTH ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY FROM THE
 CO0158'STATION AT BOLIGEE, GREENE COUNTY, 13-3/4 POLES SOUTH OF MILEPOST 704,
 CO0158'AT BRIDGE 704.5 OVER BRUSH CREEK, IN THE TOP OF THE CENTER PIER, AND 6
 CO0158'FEET WEST OF THE CENTER LINE OF THE TRACK.  A STANDARD DISK, STAMPED G
 CO0158'103 1935.
 CO0158
 CO0158                          STATION RECOVERY (1982)
 CO0158
 CO0158'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1982
 CO0158'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1527 ***********************************************************************
 CN1527  DESIGNATION -  G 107
 CN1527  PID         -  CN1527
 CN1527  STATE/COUNTY-  AL/PERRY
 CN1527  USGS QUAD   -  MARION NORTH (1983)
 CN1527
 CN1527                         *CURRENT SURVEY CONTROL
 CN1527  ___________________________________________________________________
 CN1527* NAD 83(1986)-  32 44 11.     (N)    087 17 09.     (W)     SCALED    
 CN1527* NAVD 88     -        87.020  (meters)     285.50   (feet)  ADJUSTED  
 CN1527  ___________________________________________________________________
 CN1527  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CN1527  DYNAMIC HT  -          86.920 (meters)     285.17  (feet)  COMP
 CN1527  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 CN1527
 CN1527  VERT ORDER  -  SECOND    CLASS 0
 CN1527
 CN1527.The horizontal coordinates were scaled from a topographic map and have
 CN1527.an estimated accuracy of +/- 6 seconds.
 CN1527
 CN1527.The orthometric height was determined by differential leveling
 CN1527.and adjusted by the National Geodetic Survey in June 1991..
 CN1527
 CN1527.The geoid height was determined by GEOID03.
 CN1527
 CN1527.The dynamic height is computed by dividing the NAVD 88
 CN1527.geopotential number by the normal gravity value computed on the
 CN1527.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1527.degrees latitude (g = 980.6199 gals.).
 CN1527
 CN1527.The modeled gravity was interpolated from observed gravity values.
 CN1527
 CN1527;                    North         East    Units  Estimated Accuracy
 CN1527;SPC AL W     -   303,400.      620,070.      MT  (+/- 180 meters Scaled)
 CN1527
 CN1527                          SUPERSEDED SURVEY CONTROL
 CN1527
 CN1527  NGVD 29 (??/??/92)   86.999  (m)          285.43   (f) ADJ UNCH    2 0
 CN1527
 CN1527.Superseded values are not recommended for survey control.
 CN1527.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1527.See file dsdata.txt to determine how the superseded data were derived.
 CN1527
 CN1527_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB732221(NAD 83)
 CN1527_MARKER: DB = BENCH MARK DISK
 CN1527_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1527_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1527_STAMPING: G 107 1935
 CN1527_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1527+STABILITY: SURFACE MOTION
 CN1527
 CN1527  HISTORY     - Date     Condition        Report By
 CN1527  HISTORY     - 1935     MONUMENTED       CGS
 CN1527  HISTORY     - 1950     GOOD             NGS
 CN1527
 CN1527                          STATION DESCRIPTION
 CN1527
 CN1527'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN1527'3.25 MI SW FROM HEIBERGER.
 CN1527'ABOUT 3.25 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE CROSSROADS
 CN1527'AND CHURCH AT HEIBERGER, ABOUT 1.95 MILES SOUTHWEST OF THE POST OFFICE
 CN1527'AT HEIBERGER, ABOUT 0.4 MILE SOUTH OF THE TOP OF A LONG GRADE, ABOUT
 CN1527'0.1 MILE NORTH OF A HOUSE ON WEST SIDE OF HIGHWAY AND TOP OF A LOW
 CN1527'GRADE, 40 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 108 FEET SOUTH
 CN1527'OF THE SOUTH END OF THE WEST HEADWALL OF A 4-FOOT CONCRETE CULVERT, 1
 CN1527'FOOT NORTH OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE HIGHWAY
 CN1527'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1503 ***********************************************************************
 CN1503  DESIGNATION -  G 108
 CN1503  PID         -  CN1503
 CN1503  STATE/COUNTY-  AL/BIBB
 CN1503  USGS QUAD   -  RANDOLPH (1983)
 CN1503
 CN1503                         *CURRENT SURVEY CONTROL
 CN1503  ___________________________________________________________________
 CN1503* NAD 83(1986)-  32 52 59.     (N)    086 59 12.     (W)     SCALED    
 CN1503* NAVD 88     -       140.583  (meters)     461.23   (feet)  ADJUSTED  
 CN1503  ___________________________________________________________________
 CN1503  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 CN1503  DYNAMIC HT  -         140.423 (meters)     460.70  (feet)  COMP
 CN1503  MODELED GRAV-     979,498.9   (mgal)                       NAVD 88
 CN1503
 CN1503  VERT ORDER  -  SECOND    CLASS 0
 CN1503
 CN1503.The horizontal coordinates were scaled from a topographic map and have
 CN1503.an estimated accuracy of +/- 6 seconds.
 CN1503
 CN1503.The orthometric height was determined by differential leveling
 CN1503.and adjusted by the National Geodetic Survey in June 1991..
 CN1503
 CN1503.The geoid height was determined by GEOID03.
 CN1503
 CN1503.The dynamic height is computed by dividing the NAVD 88
 CN1503.geopotential number by the normal gravity value computed on the
 CN1503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1503.degrees latitude (g = 980.6199 gals.).
 CN1503
 CN1503.The modeled gravity was interpolated from observed gravity values.
 CN1503
 CN1503;                    North         East    Units  Estimated Accuracy
 CN1503;SPC AL W     -   319,760.      648,030.      MT  (+/- 180 meters Scaled)
 CN1503
 CN1503                          SUPERSEDED SURVEY CONTROL
 CN1503
 CN1503  NGVD 29 (??/??/92)  140.550  (m)          461.12   (f) ADJ UNCH    2 0
 CN1503
 CN1503.Superseded values are not recommended for survey control.
 CN1503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1503.See file dsdata.txt to determine how the superseded data were derived.
 CN1503
 CN1503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB012383(NAD 83)
 CN1503_MARKER: DB = BENCH MARK DISK
 CN1503_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1503_SP_SET: CULVERT
 CN1503_STAMPING: G 108 1935
 CN1503_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1503
 CN1503  HISTORY     - Date     Condition        Report By
 CN1503  HISTORY     - 1935     MONUMENTED       CGS
 CN1503  HISTORY     - 1950     GOOD             NGS
 CN1503
 CN1503                          STATION DESCRIPTION
 CN1503
 CN1503'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN1503'10.1 MI SE FROM CENTREVILLE.
 CN1503'ABOUT 10.1 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 CN1503'FROM THE STATION AT CENTREVILLE, ABOUT 0.5 MILE SOUTHEAST OF THE
 CN1503'PUBLIC GRAVEL ROAD CROSSING A MAUD, 520 YARDS SOUTHEAST OF THE
 CN1503'SOUTHEAST END OF MAUD SWITCH, 450 YARDS SOUTHEAST OF A CULVERT, SET IN
 CN1503'THE TOP OF THE NORTHWEST END OF THE SOUTHWEST HEAD WALL (BRICK WITH
 CN1503'CONCRETE TOP) OF A 6-FOOT PIPE CULVERT, 16 FEET SOUTHWEST OF THE
 CN1503'SOUTHWEST RAIL AND ABOUT 2 1/2 FEET BELOW THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2680 ***********************************************************************
 CN2680  DESIGNATION -  G 109
 CN2680  PID         -  CN2680
 CN2680  STATE/COUNTY-  AL/HALE
 CN2680  USGS QUAD   -  NEWBERN (1980)
 CN2680
 CN2680                         *CURRENT SURVEY CONTROL
 CN2680  ___________________________________________________________________
 CN2680* NAD 83(1986)-  32 35 35.     (N)    087 32 01.     (W)     SCALED    
 CN2680* NAVD 88     -        57.028  (meters)     187.10   (feet)  ADJUSTED  
 CN2680  ___________________________________________________________________
 CN2680  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CN2680  DYNAMIC HT  -          56.962 (meters)     186.88  (feet)  COMP
 CN2680  MODELED GRAV-     979,482.8   (mgal)                       NAVD 88
 CN2680
 CN2680  VERT ORDER  -  SECOND    CLASS 0
 CN2680
 CN2680.The horizontal coordinates were scaled from a topographic map and have
 CN2680.an estimated accuracy of +/- 6 seconds.
 CN2680
 CN2680.The orthometric height was determined by differential leveling
 CN2680.and adjusted by the National Geodetic Survey in June 1991..
 CN2680
 CN2680.The geoid height was determined by GEOID03.
 CN2680
 CN2680.The dynamic height is computed by dividing the NAVD 88
 CN2680.geopotential number by the normal gravity value computed on the
 CN2680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2680.degrees latitude (g = 980.6199 gals.).
 CN2680
 CN2680.The modeled gravity was interpolated from observed gravity values.
 CN2680
 CN2680;                    North         East    Units  Estimated Accuracy
 CN2680;SPC AL W     -   287,490.      596,850.      MT  (+/- 180 meters Scaled)
 CN2680
 CN2680                          SUPERSEDED SURVEY CONTROL
 CN2680
 CN2680  NGVD 29 (??/??/92)   56.976  (m)          186.93   (f) ADJ UNCH    2 0
 CN2680
 CN2680.Superseded values are not recommended for survey control.
 CN2680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2680.See file dsdata.txt to determine how the superseded data were derived.
 CN2680
 CN2680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB499063(NAD 83)
 CN2680_MARKER: DB = BENCH MARK DISK
 CN2680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2680_STAMPING: G 109 1935
 CN2680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2680+STABILITY: SURFACE MOTION
 CN2680
 CN2680  HISTORY     - Date     Condition        Report By
 CN2680  HISTORY     - 1935     MONUMENTED       CGS
 CN2680  HISTORY     - 1943     GOOD             NGS
 CN2680  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN2680
 CN2680                          STATION DESCRIPTION
 CN2680
 CN2680'DESCRIBED BY NATIONAL GEODETIC SURVEY 1943
 CN2680'IN NEWBERN.
 CN2680'AT NEWBERN, 22 FEET NORTH OF THE CENTER LINE OF THE MAIN TRACK, 50
 CN2680'FEET NORTH OF THE NORTH SIDE OF THE SOUTHERN RAILROAD STATION, 23 FEET
 CN2680'WEST OF THE CENTER LINE OF STATE ROAD NO. 61, DISK SET IN THE TOP OF A
 CN2680'CONCRETE POST.
 CN2680
 CN2680                          STATION RECOVERY (1975)
 CN2680
 CN2680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN2680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2621 ***********************************************************************
 BG2621  DESIGNATION -  G 11
 BG2621  PID         -  BG2621
 BG2621  STATE/COUNTY-  AL/BALDWIN
 BG2621  USGS QUAD   -  DYAS (1994)
 BG2621
 BG2621                         *CURRENT SURVEY CONTROL
 BG2621  ___________________________________________________________________
 BG2621* NAD 83(1986)-  30 59 20.     (N)    087 38 51.     (W)     SCALED    
 BG2621* NAVD 88     -        60.274  (meters)     197.75   (feet)  ADJUSTED  
 BG2621  ___________________________________________________________________
 BG2621  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 BG2621  DYNAMIC HT  -          60.197 (meters)     197.50  (feet)  COMP
 BG2621  MODELED GRAV-     979,364.4   (mgal)                       NAVD 88
 BG2621
 BG2621  VERT ORDER  -  FIRST     CLASS II
 BG2621
 BG2621.The horizontal coordinates were scaled from a topographic map and have
 BG2621.an estimated accuracy of +/- 6 seconds.
 BG2621
 BG2621.The orthometric height was determined by differential leveling
 BG2621.and adjusted by the National Geodetic Survey in June 1991..
 BG2621
 BG2621.The geoid height was determined by GEOID03.
 BG2621
 BG2621.The dynamic height is computed by dividing the NAVD 88
 BG2621.geopotential number by the normal gravity value computed on the
 BG2621.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2621.degrees latitude (g = 980.6199 gals.).
 BG2621
 BG2621.The modeled gravity was interpolated from observed gravity values.
 BG2621
 BG2621;                    North         East    Units  Estimated Accuracy
 BG2621;SPC AL W     -   109,630.      585,910.      MT  (+/- 180 meters Scaled)
 BG2621
 BG2621                          SUPERSEDED SURVEY CONTROL
 BG2621
 BG2621  NGVD 29 (??/??/92)   60.24   (m)          197.6    (f) COMPUTED    1 2
 BG2621
 BG2621.Superseded values are not recommended for survey control.
 BG2621.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2621.See file dsdata.txt to determine how the superseded data were derived.
 BG2621
 BG2621_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV381285(NAD 83)
 BG2621_MARKER: DB = BENCH MARK DISK
 BG2621_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2621_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2621_STAMPING: G 11 1918 ELEV 197.621 FT
 BG2621_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2621+STABILITY: SURFACE MOTION
 BG2621
 BG2621  HISTORY     - Date     Condition        Report By
 BG2621  HISTORY     - 1918     MONUMENTED       CGS
 BG2621  HISTORY     - 1955     GOOD             NGS
 BG2621  HISTORY     - 1988     MARK NOT FOUND   USPSQD
 BG2621
 BG2621                          STATION DESCRIPTION
 BG2621
 BG2621'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BG2621'1.7 MI SW FROM PERDIDO.
 BG2621'ABOUT 1.7 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 BG2621'RAILROAD FROM THE STATION AT PERDIDO, ABOUT 480 YARDS NORTHEAST
 BG2621'OF MILE POST 632, JUST SOUTHWEST OF THE NORTHEAST END OF A
 BG2621'CUT, AT AN OLD WOODS ROAD CROSSING, 85 FEET NORTHWEST OF NORTHWEST
 BG2621'RAIL, 95 FEET WEST OF CENTER OF CROSSING OF WOODS ROAD, 38
 BG2621'FEET NORTHWEST OF A FENCE LINE, 51 1/2 FEET NORTH-NORTHWEST
 BG2621'OF THE FIRST TELEPHONE POLE SOUTHWEST OF CROSSING, 12 FEET
 BG2621'SOUTHWEST OF CENTER LINE OF TRAIL, 2 FEET SOUTHWEST OF A WHITE
 BG2621'WOODEN WITNESS POST, ABOUT 4 FEET ABOVE LEVEL OF TRACK AND SET
 BG2621'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- THE
 BG2621'POST AND DISK ARE BATTERED BUT APPEAR SOLID AND DO NOT APPEAR
 BG2621'TO HAVE BEEN DISTURBED.
 BG2621
 BG2621                          STATION RECOVERY (1988)
 BG2621
 BG2621'RECOVERY NOTE BY US POWER SQUADRON 1988 (JNT)
 BG2621'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0408 ***********************************************************************
 CO0408  DESIGNATION -  G 110
 CO0408  PID         -  CO0408
 CO0408  STATE/COUNTY-  AL/CHOCTAW
 CO0408  USGS QUAD   -  PUTNAM (1978)
 CO0408
 CO0408                         *CURRENT SURVEY CONTROL
 CO0408  ___________________________________________________________________
 CO0408* NAD 83(1986)-  32 07 15.     (N)    088 06 23.     (W)     SCALED    
 CO0408* NAVD 88     -        37.635  (meters)     123.47   (feet)  ADJUSTED  
 CO0408  ___________________________________________________________________
 CO0408  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 CO0408  DYNAMIC HT  -          37.592 (meters)     123.33  (feet)  COMP
 CO0408  MODELED GRAV-     979,498.0   (mgal)                       NAVD 88
 CO0408
 CO0408  VERT ORDER  -  SECOND    CLASS 0
 CO0408
 CO0408.The horizontal coordinates were scaled from a topographic map and have
 CO0408.an estimated accuracy of +/- 6 seconds.
 CO0408
 CO0408.The orthometric height was determined by differential leveling
 CO0408.and adjusted by the National Geodetic Survey in June 1991..
 CO0408
 CO0408.The geoid height was determined by GEOID03.
 CO0408
 CO0408.The dynamic height is computed by dividing the NAVD 88
 CO0408.geopotential number by the normal gravity value computed on the
 CO0408.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0408.degrees latitude (g = 980.6199 gals.).
 CO0408
 CO0408.The modeled gravity was interpolated from observed gravity values.
 CO0408
 CO0408;                    North         East    Units  Estimated Accuracy
 CO0408;SPC AL W     -   235,280.      542,780.      MT  (+/- 180 meters Scaled)
 CO0408
 CO0408                          SUPERSEDED SURVEY CONTROL
 CO0408
 CO0408  NGVD 29 (??/??/92)   37.616  (m)          123.41   (f) ADJ UNCH    2 0
 CO0408
 CO0408.Superseded values are not recommended for survey control.
 CO0408.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0408.See file dsdata.txt to determine how the superseded data were derived.
 CO0408
 CO0408_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA956543(NAD 83)
 CO0408_MARKER: DB = BENCH MARK DISK
 CO0408_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0408_SP_SET: CULVERT
 CO0408_STAMPING: G 110 1935
 CO0408_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0408
 CO0408  HISTORY     - Date     Condition        Report By
 CO0408  HISTORY     - 1935     MONUMENTED       CGS
 CO0408
 CO0408                          STATION DESCRIPTION
 CO0408
 CO0408'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CO0408'7.2 MI E FROM BUTLER.
 CO0408'7.2 MILES EAST OF THE COURTHOUSE AT BUTLER.  STANDARD DISK SET IN
 CO0408'CONCRETE CULVERT, STAMPED G 110 1935.  ALONG STATE HIGHWAY 10 IN THE
 CO0408'NORTH HEADWALL OF A CONCRETE CULVERT.  NEAR THE TOP OF A HILL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2418 ***********************************************************************
 CN2418  DESIGNATION -  G 111
 CN2418  PID         -  CN2418
 CN2418  STATE/COUNTY-  AL/MARENGO
 CN2418  USGS QUAD   -  UNIONTOWN WEST (1979)
 CN2418
 CN2418                         *CURRENT SURVEY CONTROL
 CN2418  ___________________________________________________________________
 CN2418* NAD 83(1986)-  32 27 38.     (N)    087 35 33.     (W)     SCALED    
 CN2418* NAVD 88     -        63.380  (meters)     207.94   (feet)  ADJUSTED  
 CN2418  ___________________________________________________________________
 CN2418  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CN2418  DYNAMIC HT  -          63.307 (meters)     207.70  (feet)  COMP
 CN2418  MODELED GRAV-     979,488.5   (mgal)                       NAVD 88
 CN2418
 CN2418  VERT ORDER  -  FIRST     CLASS I
 CN2418
 CN2418.The horizontal coordinates were scaled from a topographic map and have
 CN2418.an estimated accuracy of +/- 6 seconds.
 CN2418
 CN2418.The orthometric height was determined by differential leveling
 CN2418.and adjusted by the National Geodetic Survey in June 1991..
 CN2418.WARNING-Repeat measurements at this control monument indicate possible
 CN2418.vertical movement.
 CN2418
 CN2418.The geoid height was determined by GEOID03.
 CN2418
 CN2418.The dynamic height is computed by dividing the NAVD 88
 CN2418.geopotential number by the normal gravity value computed on the
 CN2418.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2418.degrees latitude (g = 980.6199 gals.).
 CN2418
 CN2418.The modeled gravity was interpolated from observed gravity values.
 CN2418
 CN2418;                    North         East    Units  Estimated Accuracy
 CN2418;SPC AL W     -   272,800.      591,300.      MT  (+/- 180 meters Scaled)
 CN2418
 CN2418                          SUPERSEDED SURVEY CONTROL
 CN2418
 CN2418  NGVD 29 (??/??/??)   63.364  (m)          207.89   (f) ADJUSTED    1 1
 CN2418
 CN2418.Superseded values are not recommended for survey control.
 CN2418.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2418.See file dsdata.txt to determine how the superseded data were derived.
 CN2418
 CN2418_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA443916(NAD 83)
 CN2418_MARKER: DB = BENCH MARK DISK
 CN2418_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2418_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2418_STAMPING: G 111 1935
 CN2418_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2418+STABILITY: SURFACE MOTION
 CN2418
 CN2418  HISTORY     - Date     Condition        Report By
 CN2418  HISTORY     - 1935     MONUMENTED       CGS
 CN2418  HISTORY     - 1968     GOOD             NGS
 CN2418
 CN2418                          STATION DESCRIPTION
 CN2418
 CN2418'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN2418'0.05 MI E FROM FAUNSDALE.
 CN2418'0.05 MILE EAST ALONG THE TRACK OF THE SOUTHERN RAILWAY SYSTEM FROM THE
 CN2418'STATION AT FAUNSDALE, IN SECTION 9, T 17 N, R 5 E, 74 FEET SOUTHWEST
 CN2418'OF THE CENTER OF A CROSSING OF THE RAILROAD AND A PAVED ROAD, 61 FEET
 CN2418'SOUTH OF THE SOUTH RAIL OF THE TRACK, 34 FEET WEST OF THE CENTERLINE
 CN2418'OF THE ROAD, 1.2 FEET WEST OF A METAL WITNESS POST, ABOUT LEVEL WITH
 CN2418'THE TRACK, AND SET IN THE TOP OF A CONCRETE POST WHICH PROJECTS 1
 CN2418'INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2233 ***********************************************************************
 CN2233  DESIGNATION -  G 112
 CN2233  PID         -  CN2233
 CN2233  STATE/COUNTY-  AL/MARENGO
 CN2233  USGS QUAD   -  SURGINER (1978)
 CN2233
 CN2233                         *CURRENT SURVEY CONTROL
 CN2233  ___________________________________________________________________
 CN2233* NAD 83(1986)-  32 03 41.     (N)    087 37 50.     (W)     SCALED    
 CN2233* NAVD 88     -        41.735  (meters)     136.93   (feet)  ADJUSTED  
 CN2233  ___________________________________________________________________
 CN2233  GEOID HEIGHT-         -28.06  (meters)                     GEOID03
 CN2233  DYNAMIC HT  -          41.686 (meters)     136.76  (feet)  COMP
 CN2233  MODELED GRAV-     979,459.1   (mgal)                       NAVD 88
 CN2233
 CN2233  VERT ORDER  -  FIRST     CLASS II
 CN2233
 CN2233.The horizontal coordinates were scaled from a topographic map and have
 CN2233.an estimated accuracy of +/- 6 seconds.
 CN2233
 CN2233.The orthometric height was determined by differential leveling
 CN2233.and adjusted by the National Geodetic Survey in June 1991..
 CN2233
 CN2233.The geoid height was determined by GEOID03.
 CN2233
 CN2233.The dynamic height is computed by dividing the NAVD 88
 CN2233.geopotential number by the normal gravity value computed on the
 CN2233.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2233.degrees latitude (g = 980.6199 gals.).
 CN2233
 CN2233.The modeled gravity was interpolated from observed gravity values.
 CN2233
 CN2233;                    North         East    Units  Estimated Accuracy
 CN2233;SPC AL W     -   228,540.      587,670.      MT  (+/- 180 meters Scaled)
 CN2233
 CN2233                          SUPERSEDED SURVEY CONTROL
 CN2233
 CN2233  NGVD 29 (??/??/92)   41.699  (m)          136.81   (f) ADJ UNCH    1 2
 CN2233
 CN2233.Superseded values are not recommended for survey control.
 CN2233.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2233.See file dsdata.txt to determine how the superseded data were derived.
 CN2233
 CN2233_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA404474(NAD 83)
 CN2233_MARKER: DB = BENCH MARK DISK
 CN2233_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2233_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2233_STAMPING: G 112 1935
 CN2233_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2233+STABILITY: SURFACE MOTION
 CN2233
 CN2233  HISTORY     - Date     Condition        Report By
 CN2233  HISTORY     - 1935     MONUMENTED       CGS
 CN2233  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2233
 CN2233                          STATION DESCRIPTION
 CN2233
 CN2233'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 CN2233'4.8 MI SE FROM MAGNOLIA.
 CN2233'ALONG THE FRISCO RAILROAD 33 FEET EAST OF THE CENTERLINE OF THE TRACKS
 CN2233'AND 2 POLES SOUTHEAST OF MILEPOST 769/ 2 FEET WEST OF A POLE, AND 8
 CN2233'RAILS NORTHWEST OF A CROSSING.  AT MOORES VALLEY CROSSING.
 CN2233
 CN2233                          STATION RECOVERY (1974)
 CN2233
 CN2233'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2233'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0359 ***********************************************************************
 CO0359  DESIGNATION -  G 113
 CO0359  PID         -  CO0359
 CO0359  STATE/COUNTY-  AL/CHOCTAW
 CO0359  USGS QUAD   -  LISMAN (1974)
 CO0359
 CO0359                         *CURRENT SURVEY CONTROL
 CO0359  ___________________________________________________________________
 CO0359* NAD 83(1986)-  32 07 45.     (N)    088 19 04.     (W)     SCALED    
 CO0359* NAVD 88     -        55.335  (meters)     181.54   (feet)  ADJUSTED  
 CO0359  ___________________________________________________________________
 CO0359  GEOID HEIGHT-         -27.71  (meters)                     GEOID03
 CO0359  DYNAMIC HT  -          55.270 (meters)     181.33  (feet)  COMP
 CO0359  MODELED GRAV-     979,472.6   (mgal)                       NAVD 88
 CO0359
 CO0359  VERT ORDER  -  SECOND    CLASS 0
 CO0359
 CO0359.The horizontal coordinates were scaled from a topographic map and have
 CO0359.an estimated accuracy of +/- 6 seconds.
 CO0359
 CO0359.The orthometric height was determined by differential leveling
 CO0359.and adjusted by the National Geodetic Survey in June 1991..
 CO0359.WARNING-Repeat measurements at this control monument indicate possible
 CO0359.vertical movement.
 CO0359
 CO0359.The geoid height was determined by GEOID03.
 CO0359
 CO0359.The dynamic height is computed by dividing the NAVD 88
 CO0359.geopotential number by the normal gravity value computed on the
 CO0359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0359.degrees latitude (g = 980.6199 gals.).
 CO0359
 CO0359.The modeled gravity was interpolated from observed gravity values.
 CO0359
 CO0359;                    North         East    Units  Estimated Accuracy
 CO0359;SPC AL W     -   236,340.      522,840.      MT  (+/- 180 meters Scaled)
 CO0359
 CO0359                          SUPERSEDED SURVEY CONTROL
 CO0359
 CO0359  NGVD 29 (??/??/92)   55.32   (m)          181.5    (f) COMPUTED    2 0
 CO0359
 CO0359.Superseded values are not recommended for survey control.
 CO0359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0359.See file dsdata.txt to determine how the superseded data were derived.
 CO0359
 CO0359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCA756555(NAD 83)
 CO0359_MARKER: DB = BENCH MARK DISK
 CO0359_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0359_SP_SET: CULVERT
 CO0359_STAMPING: G-113 1935
 CO0359_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0359
 CO0359  HISTORY     - Date     Condition        Report By
 CO0359  HISTORY     - 1935     MONUMENTED       CGS
 CO0359  HISTORY     - 1940     GOOD             NGS
 CO0359
 CO0359                          STATION DESCRIPTION
 CO0359
 CO0359'DESCRIBED BY NATIONAL GEODETIC SURVEY 1940
 CO0359'IN RIDERWOOD.
 CO0359'800 FEET NORTH-EAST OF THE ALABAMA, TENNESSEE AND NORTHERN RAILROAD
 CO0359'STATION AT RIDERWOOD, 400 FEET SOUTH OF THE CROSSING, IN THE EAST
 CO0359'HEAD-WALL OF A BOX CULVERT, CONCRETE, UNDER STATE HIGHWAY NO. 10, A
 CO0359'STANDARD DISK STAMPED G-113 1935.  NO POST WAS SET BY MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2529 ***********************************************************************
 BG2529  DESIGNATION -  G 115
 BG2529  PID         -  BG2529
 BG2529  STATE/COUNTY-  AL/BALDWIN
 BG2529  USGS QUAD   -  SILVERHILL (1967)
 BG2529
 BG2529                         *CURRENT SURVEY CONTROL
 BG2529  ___________________________________________________________________
 BG2529* NAD 83(1986)-  30 37 28.     (N)    087 45 05.     (W)     SCALED    
 BG2529* NAVD 88     -        52.152  (meters)     171.10   (feet)  ADJUSTED  
 BG2529  ___________________________________________________________________
 BG2529  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 BG2529  DYNAMIC HT  -          52.084 (meters)     170.88  (feet)  COMP
 BG2529  MODELED GRAV-     979,341.4   (mgal)                       NAVD 88
 BG2529
 BG2529  VERT ORDER  -  FIRST     CLASS I
 BG2529
 BG2529.The horizontal coordinates were scaled from a topographic map and have
 BG2529.an estimated accuracy of +/- 6 seconds.
 BG2529
 BG2529.The orthometric height was determined by differential leveling
 BG2529.and adjusted by the National Geodetic Survey in June 1991..
 BG2529
 BG2529.The geoid height was determined by GEOID03.
 BG2529
 BG2529.The dynamic height is computed by dividing the NAVD 88
 BG2529.geopotential number by the normal gravity value computed on the
 BG2529.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2529.degrees latitude (g = 980.6199 gals.).
 BG2529
 BG2529.The modeled gravity was interpolated from observed gravity values.
 BG2529
 BG2529;                    North         East    Units  Estimated Accuracy
 BG2529;SPC AL W     -    69,250.      575,900.      MT  (+/- 180 meters Scaled)
 BG2529
 BG2529                          SUPERSEDED SURVEY CONTROL
 BG2529
 BG2529  NGVD 29 (??/??/??)   52.103  (m)          170.94   (f) ADJUSTED    1 1
 BG2529
 BG2529.Superseded values are not recommended for survey control.
 BG2529.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2529.See file dsdata.txt to determine how the superseded data were derived.
 BG2529
 BG2529_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDU279882(NAD 83)
 BG2529_MARKER: DB = BENCH MARK DISK
 BG2529_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BG2529_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BG2529_STAMPING: G 115 1935
 BG2529_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BG2529+STABILITY: SURFACE MOTION
 BG2529
 BG2529  HISTORY     - Date     Condition        Report By
 BG2529  HISTORY     - 1935     MONUMENTED       CGS
 BG2529  HISTORY     - 1968     GOOD             NGS
 BG2529  HISTORY     - 1985     POOR             USPSQD
 BG2529  HISTORY     - 1987     GOOD             USPSQD
 BG2529  HISTORY     - 20030422 MARK NOT FOUND   USPSQD
 BG2529
 BG2529                          STATION DESCRIPTION
 BG2529
 BG2529'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BG2529'AT LOXLEY.
 BG2529'AT LOXLEY, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, AT THE
 BG2529'CROSSING OF CHICAGO AVENUE, 259 1/2 FEET SOUTHEAST OF THE
 BG2529'SOUTHEAST CORNER OF THE LOXLEY SCHOOL (A ONE-STORY BRICK
 BG2529'BUILDING), 28 1/2 FEET NORTHWEST OF MILEPOST 661, 32.6 FEET WEST
 BG2529'OF THE WEST RAIL, 23 FEET NORTHEAST OF THE CENTER LINE OF CHICAGO
 BG2529'AVENUE, 9 1/2 FEET SOUTHEAST OF A POWER LINE POLE, 1 FOOT ABOVE
 BG2529'THE LEVEL OF THE AVENUE AND SET IN THE TOP OF A CONCRETE POST
 BG2529'PROJECTING 7 INCHES ABOVE THE LEVEL OF THE GROUND.  ALSO ABOUT
 BG2529'0.15 MILE EAST OF THE INTERSECTION OF U.S. HIGHWAY 90.
 BG2529'NOTE-- POST IS SOLID IN THE GROUND BUT LEANS A FEW DEGREES TO
 BG2529'THE NORTHEAST.
 BG2529
 BG2529                          STATION RECOVERY (1985)
 BG2529
 BG2529'RECOVERY NOTE BY US POWER SQUADRON 1985
 BG2529'MARK WS CONCRETE POST FOUND LAYING ON ITS SIDE 10 FEET EAST OF HOLE
 BG2529'FOUND IN ORIGINAL LOCATION. ALSO MILE POST 661 LAYING ON SIDE AT EDGE
 BG2529'OF CHICAGO AVENUE. ALSO L AND N RAILROAD HAS BEEN ABANDONED FOR MANY
 BG2529'YEARS.
 BG2529
 BG2529                          STATION RECOVERY (1987)
 BG2529
 BG2529'RECOVERY NOTE BY US POWER SQUADRON 1987 (JNT)
 BG2529'RECOVERED IN GOOD CONDITION.
 BG2529
 BG2529                          STATION RECOVERY (2003)
 BG2529
 BG2529'RECOVERY NOTE BY US POWER SQUADRON 2003 (ILR)
 BG2529'WITNESS POST AND MARKER NOT FOUND AFTER LOOKING FOR CONSIDERABLE TIME.
 BG2529' 
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1639 ***********************************************************************
 BU1639  DESIGNATION -  G 117
 BU1639  PID         -  BU1639
 BU1639  STATE/COUNTY-  AL/CLARKE
 BU1639  USGS QUAD   -  GROVE HILL (1986)
 BU1639
 BU1639                         *CURRENT SURVEY CONTROL
 BU1639  ___________________________________________________________________
 BU1639* NAD 83(1986)-  31 42 42.     (N)    087 50 08.     (W)     SCALED    
 BU1639* NAVD 88     -       114.886  (meters)     376.92   (feet)  ADJUSTED  
 BU1639  ___________________________________________________________________
 BU1639  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU1639  DYNAMIC HT  -         114.746 (meters)     376.46  (feet)  COMP
 BU1639  MODELED GRAV-     979,424.2   (mgal)                       NAVD 88
 BU1639
 BU1639  VERT ORDER  -  SECOND    CLASS 0
 BU1639
 BU1639.The horizontal coordinates were scaled from a topographic map and have
 BU1639.an estimated accuracy of +/- 6 seconds.
 BU1639
 BU1639.The orthometric height was determined by differential leveling
 BU1639.and adjusted by the National Geodetic Survey in June 1991..
 BU1639
 BU1639.The geoid height was determined by GEOID03.
 BU1639
 BU1639.The dynamic height is computed by dividing the NAVD 88
 BU1639.geopotential number by the normal gravity value computed on the
 BU1639.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1639.degrees latitude (g = 980.6199 gals.).
 BU1639
 BU1639.The modeled gravity was interpolated from observed gravity values.
 BU1639
 BU1639;                    North         East    Units  Estimated Accuracy
 BU1639;SPC AL W     -   189,800.      568,200.      MT  (+/- 180 meters Scaled)
 BU1639
 BU1639                          SUPERSEDED SURVEY CONTROL
 BU1639
 BU1639  NGVD 29 (??/??/92)  114.857  (m)          376.83   (f) ADJ UNCH    2 0
 BU1639
 BU1639.Superseded values are not recommended for survey control.
 BU1639.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1639.See file dsdata.txt to determine how the superseded data were derived.
 BU1639
 BU1639_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA208087(NAD 83)
 BU1639_MARKER: DB = BENCH MARK DISK
 BU1639_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1639_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1639_STAMPING: G 117 1935
 BU1639_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1639+STABILITY: SURFACE MOTION
 BU1639
 BU1639  HISTORY     - Date     Condition        Report By
 BU1639  HISTORY     - 1935     MONUMENTED       CGS
 BU1639
 BU1639                          STATION DESCRIPTION
 BU1639
 BU1639'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BU1639'4.5 MI W FROM GROVE HILL.
 BU1639'ABOUT 4.5 MILES WEST ALONG THE COFFEEVILLE ROAD FROM THE COURTHOUSE AT
 BU1639'GROVE HILL, CLARKE COUNTY, 200 FEET WEST OF A HOUSE, 18 FEET SOUTH OF
 BU1639'THE CENTER LINE OF THE ROAD, 7 FEET SOUTHWEST OF A WALNUT TREE, AND 5
 BU1639'FEET NORTH OF THE SOUTH PROPERTY LINE.  A STANDARD DISK, STAMPED G 117
 BU1639'1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0184 ***********************************************************************
 BV0184  DESIGNATION -  G 118
 BV0184  PID         -  BV0184
 BV0184  STATE/COUNTY-  AL/WASHINGTON
 BV0184  USGS QUAD   -  RUTAN (1982)
 BV0184
 BV0184                         *CURRENT SURVEY CONTROL
 BV0184  ___________________________________________________________________
 BV0184* NAD 83(1986)-  31 27 23.     (N)    088 11 34.     (W)     SCALED    
 BV0184* NAVD 88     -        45.341  (meters)     148.76   (feet)  ADJUSTED  
 BV0184  ___________________________________________________________________
 BV0184  GEOID HEIGHT-         -27.65  (meters)                     GEOID03
 BV0184  DYNAMIC HT  -          45.286 (meters)     148.58  (feet)  COMP
 BV0184  MODELED GRAV-     979,426.6   (mgal)                       NAVD 88
 BV0184
 BV0184  VERT ORDER  -  SECOND    CLASS 0
 BV0184
 BV0184.The horizontal coordinates were scaled from a topographic map and have
 BV0184.an estimated accuracy of +/- 6 seconds.
 BV0184
 BV0184.The orthometric height was determined by differential leveling
 BV0184.and adjusted by the National Geodetic Survey in June 1991..
 BV0184
 BV0184.The geoid height was determined by GEOID03.
 BV0184
 BV0184.The dynamic height is computed by dividing the NAVD 88
 BV0184.geopotential number by the normal gravity value computed on the
 BV0184.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0184.degrees latitude (g = 980.6199 gals.).
 BV0184
 BV0184.The modeled gravity was interpolated from observed gravity values.
 BV0184
 BV0184;                    North         East    Units  Estimated Accuracy
 BV0184;SPC AL W     -   161,660.      534,160.      MT  (+/- 180 meters Scaled)
 BV0184
 BV0184                          SUPERSEDED SURVEY CONTROL
 BV0184
 BV0184.No superseded survey control is available for this station.
 BV0184
 BV0184_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV866807(NAD 83)
 BV0184_MARKER: DB = BENCH MARK DISK
 BV0184_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0184_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0184_STAMPING: G-118 1935
 BV0184_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0184+STABILITY: SURFACE MOTION
 BV0184
 BV0184  HISTORY     - Date     Condition        Report By
 BV0184  HISTORY     - 1935     MONUMENTED       CGS
 BV0184
 BV0184                          STATION DESCRIPTION
 BV0184
 BV0184'DESCRIBED BY COAST AND GEODETIC SURVEY 1935
 BV0184'4.0 MI E FROM CHATOM.
 BV0184'ALONG STATE HIGHWAY 29 ABOUT 200 FEET EAST OF A HOUSE, AND 36 FEET
 BV0184'SOUTH OF THE CENTER LINE OF THE HIGHWAY.  2 FEET NORTH OF A PROPERTY
 BV0184'LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0151 ***********************************************************************
 BV0151  DESIGNATION -  G 119
 BV0151  PID         -  BV0151
 BV0151  STATE/COUNTY-  AL/WASHINGTON
 BV0151  USGS QUAD   -  DEER PARK (1982)
 BV0151
 BV0151                         *CURRENT SURVEY CONTROL
 BV0151  ___________________________________________________________________
 BV0151* NAD 83(1986)-  31 10 11.     (N)    088 16 41.     (W)     SCALED    
 BV0151* NAVD 88     -        57.639  (meters)     189.10   (feet)  POSTED    
 BV0151  ___________________________________________________________________
 BV0151  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 BV0151  DYNAMIC HT  -          57.570 (meters)     188.88  (feet)  COMP
 BV0151  MODELED GRAV-     979,383.9   (mgal)                       NAVD 88
 BV0151
 BV0151  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BV0151
 BV0151.The horizontal coordinates were scaled from a topographic map and have
 BV0151.an estimated accuracy of +/- 6 seconds.
 BV0151
 BV0151.The orthometric height was determined by differential leveling
 BV0151.and adjusted by the National Geodetic Survey in 1992..
 BV0151.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BV0151.rate of 0.0 thru 1.0 mm/km.
 BV0151
 BV0151.The geoid height was determined by GEOID03.
 BV0151
 BV0151.The dynamic height is computed by dividing the NAVD 88
 BV0151.geopotential number by the normal gravity value computed on the
 BV0151.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0151.degrees latitude (g = 980.6199 gals.).
 BV0151
 BV0151.The modeled gravity was interpolated from observed gravity values.
 BV0151
 BV0151;                    North         East    Units  Estimated Accuracy
 BV0151;SPC AL W     -   129,930.      525,830.      MT  (+/- 180 meters Scaled)
 BV0151
 BV0151                          SUPERSEDED SURVEY CONTROL
 BV0151
 BV0151.No superseded survey control is available for this station.
 BV0151
 BV0151_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV782491(NAD 83)
 BV0151_MARKER: DB = BENCH MARK DISK
 BV0151_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0151_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0151_STAMPING: G-119 1940
 BV0151_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0151+STABILITY: SURFACE MOTION
 BV0151
 BV0151  HISTORY     - Date     Condition        Report By
 BV0151  HISTORY     - 1940     MONUMENTED       CGS
 BV0151
 BV0151                          STATION DESCRIPTION
 BV0151
 BV0151'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BV0151'1.7 MI NW FROM DWIGHT.
 BV0151'1.7 MILES NORTH-WEST ALONG THE MOBILE AND OHIO RAILROAD FROM THE
 BV0151'STATION AT DWIGHT, 45 FEET NORTH-EAST OF THE CENTER-LINE OF THE TRACK,
 BV0151'ABOUT 19 POLES SOUTH-EAST OF MILE-POST NO. 40, 87 FEET EAST OF A
 BV0151'TELEGRAPH POLE, 35.8 FEET SOUTH-EAST OF A 1-FOOT PINE TREE BLAZED
 BV0151'TRIANGULAR, 5 FEET BELOW TRACK LEVEL, 1 FOOT SOUTH-WEST OF A WHITE
 BV0151'MARKER POST STENCILED U.S.B.M.  A STANDARD DISK STAMPED G-119 1940 AND
 BV0151'SET IN THE TOP OF A CONCRETE POST POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0014 ***********************************************************************
 BH0014  DESIGNATION -  G 120
 BH0014  PID         -  BH0014
 BH0014  STATE/COUNTY-  AL/MOBILE
 BH0014  USGS QUAD   -  CHUNCHULA (1985)
 BH0014
 BH0014                         *CURRENT SURVEY CONTROL
 BH0014  ___________________________________________________________________
 BH0014* NAD 83(1986)-  30 53 11.     (N)    088 11 28.     (W)     SCALED    
 BH0014* NAVD 88     -        17.159  (meters)      56.30   (feet)  POSTED    
 BH0014  ___________________________________________________________________
 BH0014  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 BH0014  DYNAMIC HT  -          17.140 (meters)      56.23  (feet)  COMP
 BH0014  MODELED GRAV-     979,353.8   (mgal)                       NAVD 88
 BH0014
 BH0014  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0014
 BH0014.The horizontal coordinates were scaled from a topographic map and have
 BH0014.an estimated accuracy of +/- 6 seconds.
 BH0014
 BH0014.The orthometric height was determined by differential leveling
 BH0014.and adjusted by the National Geodetic Survey in 1992..
 BH0014.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0014.rate of 0.0 thru 1.0 mm/km.
 BH0014
 BH0014.The geoid height was determined by GEOID03.
 BH0014
 BH0014.The dynamic height is computed by dividing the NAVD 88
 BH0014.geopotential number by the normal gravity value computed on the
 BH0014.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0014.degrees latitude (g = 980.6199 gals.).
 BH0014
 BH0014.The modeled gravity was interpolated from observed gravity values.
 BH0014
 BH0014;                    North         East    Units  Estimated Accuracy
 BH0014;SPC AL W     -    98,460.      533,920.      MT  (+/- 180 meters Scaled)
 BH0014
 BH0014                          SUPERSEDED SURVEY CONTROL
 BH0014
 BH0014  NGVD 29 (??/??/??)   17.189  (m)           56.39   (f) ADJUSTED    1 2
 BH0014
 BH0014.Superseded values are not recommended for survey control.
 BH0014.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0014.See file dsdata.txt to determine how the superseded data were derived.
 BH0014
 BH0014_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV861176(NAD 83)
 BH0014_MARKER: DB = BENCH MARK DISK
 BH0014_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0014_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0014_STAMPING: G-120 1940
 BH0014_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0014+STABILITY: SURFACE MOTION
 BH0014
 BH0014  HISTORY     - Date     Condition        Report By
 BH0014  HISTORY     - 1940     MONUMENTED       CGS
 BH0014
 BH0014                          STATION DESCRIPTION
 BH0014
 BH0014'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BH0014'2.6 MI SE FROM CHUNCHULA.
 BH0014'2.6 MILES SOUTH-EAST ALONG THE GULF, MOBILE AND OHIO RAILROAD FROM THE
 BH0014'STATION AT CHUNCHULA, 1.5 POLES NORTH-WEST OF MILE-POST NO. 16, 59
 BH0014'FEET WEST OF CENTER-LINE OF TRACK, 104 FEET SOUTH OF SECOND POLE
 BH0014'NORTH-WEST OF MILE-POST NO. 16, 6.2 FEET SOUTH-EAST OF A PINE TREE
 BH0014'MARKED WITH A TRIANGULAR BLAZE, 1.2 FEET EAST OF A WHITE MARKER POST
 BH0014'STENCILED U.S.B.M.  A STANDARD DISK STAMPED G-120 1940 AND SET IN THE
 BH0014'TOP OF A CONCRETE POST 0.1 FOOT HIGH.  MARK WAS POURED IN THE FIELD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0498 ***********************************************************************
 BU0498  DESIGNATION -  G 121
 BU0498  PID         -  BU0498
 BU0498  STATE/COUNTY-  AL/BUTLER
 BU0498  USGS QUAD   -  GREENVILLE EAST (1986)
 BU0498
 BU0498                         *CURRENT SURVEY CONTROL
 BU0498  ___________________________________________________________________
 BU0498* NAD 83(1986)-  31 51 44.     (N)    086 37 02.     (W)     SCALED    
 BU0498* NAVD 88     -       121.346  (meters)     398.12   (feet)  ADJUSTED  
 BU0498  ___________________________________________________________________
 BU0498  GEOID HEIGHT-         -27.32  (meters)                     GEOID03
 BU0498  DYNAMIC HT  -         121.199 (meters)     397.63  (feet)  COMP
 BU0498  MODELED GRAV-     979,428.0   (mgal)                       NAVD 88
 BU0498
 BU0498  VERT ORDER  -  SECOND    CLASS 0
 BU0498
 BU0498.The horizontal coordinates were scaled from a topographic map and have
 BU0498.an estimated accuracy of +/- 6 seconds.
 BU0498
 BU0498.The orthometric height was determined by differential leveling
 BU0498.and adjusted by the National Geodetic Survey in June 1991..
 BU0498
 BU0498.The geoid height was determined by GEOID03.
 BU0498
 BU0498.The dynamic height is computed by dividing the NAVD 88
 BU0498.geopotential number by the normal gravity value computed on the
 BU0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0498.degrees latitude (g = 980.6199 gals.).
 BU0498
 BU0498.The modeled gravity was interpolated from observed gravity values.
 BU0498
 BU0498;                    North         East    Units  Estimated Accuracy
 BU0498;SPC AL W     -   206,790.      683,540.      MT  (+/- 180 meters Scaled)
 BU0498
 BU0498                          SUPERSEDED SURVEY CONTROL
 BU0498
 BU0498  NGVD 29 (??/??/92)  121.312  (m)          398.00   (f) ADJ UNCH    2 0
 BU0498
 BU0498.Superseded values are not recommended for survey control.
 BU0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0498.See file dsdata.txt to determine how the superseded data were derived.
 BU0498
 BU0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA362252(NAD 83)
 BU0498_MARKER: DB = BENCH MARK DISK
 BU0498_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU0498_SP_SET: SEMAPHORE BASE
 BU0498_STAMPING: G 121 1940
 BU0498_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU0498
 BU0498  HISTORY     - Date     Condition        Report By
 BU0498  HISTORY     - 1940     MONUMENTED       CGS
 BU0498  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0498
 BU0498                          STATION DESCRIPTION
 BU0498
 BU0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 BU0498'2.4 MI NE FROM GREENVILLE.
 BU0498'2.4 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0498'THE STATION AT GREENVILLE, BUTLER COUNTY, 27.5 FEET NORTHEAST OF
 BU0498'SEMAPHORE 5292, AT SEMAPHORE 5291, IN THE TOP OF THE SOUTHEAST CORNER
 BU0498'OF THE BASE, AND 10 FEET WEST OF THE CENTER LINE OF THE TRACK.  A
 BU0498'STANDARD DISK, STAMPED G 121 1940.
 BU0498
 BU0498                          STATION RECOVERY (1971)
 BU0498
 BU0498'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0498'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0680 ***********************************************************************
 CM0680  DESIGNATION -  G 122
 CM0680  PID         -  CM0680
 CM0680  STATE/COUNTY-  AL/CHAMBERS
 CM0680  USGS QUAD   -  LAFAYETTE (1983)
 CM0680
 CM0680                         *CURRENT SURVEY CONTROL
 CM0680  ___________________________________________________________________
 CM0680* NAD 83(1986)-  32 59 21.     (N)    085 23 05.     (W)     SCALED    
 CM0680* NAVD 88     -       254.125  (meters)     833.74   (feet)  ADJUSTED  
 CM0680  ___________________________________________________________________
 CM0680  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 CM0680  DYNAMIC HT  -         253.830 (meters)     832.77  (feet)  COMP
 CM0680  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 CM0680
 CM0680  VERT ORDER  -  SECOND    CLASS 0
 CM0680
 CM0680.The horizontal coordinates were scaled from a topographic map and have
 CM0680.an estimated accuracy of +/- 6 seconds.
 CM0680
 CM0680.The orthometric height was determined by differential leveling
 CM0680.and adjusted by the National Geodetic Survey in June 1991..
 CM0680
 CM0680.The geoid height was determined by GEOID03.
 CM0680
 CM0680.The dynamic height is computed by dividing the NAVD 88
 CM0680.geopotential number by the normal gravity value computed on the
 CM0680.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0680.degrees latitude (g = 980.6199 gals.).
 CM0680
 CM0680.The modeled gravity was interpolated from observed gravity values.
 CM0680
 CM0680;                    North         East    Units  Estimated Accuracy
 CM0680;SPC AL E     -   276,080.      241,930.      MT  (+/- 180 meters Scaled)
 CM0680
 CM0680                          SUPERSEDED SURVEY CONTROL
 CM0680
 CM0680  NGVD 29 (??/??/92)  254.080  (m)          833.59   (f) ADJ UNCH    2 0
 CM0680
 CM0680.Superseded values are not recommended for survey control.
 CM0680.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0680.See file dsdata.txt to determine how the superseded data were derived.
 CM0680
 CM0680_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB509512(NAD 83)
 CM0680_MARKER: DB = BENCH MARK DISK
 CM0680_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0680_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0680_STAMPING: G 122 1940
 CM0680_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0680+STABILITY: SURFACE MOTION
 CM0680
 CM0680  HISTORY     - Date     Condition        Report By
 CM0680  HISTORY     - 1940     MONUMENTED       CGS
 CM0680  HISTORY     - 1966     MARK NOT FOUND   USGS
 CM0680
 CM0680                          STATION DESCRIPTION
 CM0680
 CM0680'DESCRIBED BY COAST AND GEODETIC SURVEY 1940
 CM0680'2.9 MI S FROM FIVE POINTS.
 CM0680'ABOUT 2.9 MILES SOUTH ALONG THE CENTRAL OF GEORGIA
 CM0680'RAILWAY FROM THE STATION AT FIVE POINTS, CHAMBERS COUNTY, ABOUT
 CM0680'48 1/2 RAILS SOUTHWEST OF MILEPOST 25, 40 FEET EAST OF THE
 CM0680'CENTER OF A ROAD CROSSING, 74 FEET SOUTHEAST OF THE FIRST POLE
 CM0680'NORTHWEST OF THE TRACK AND NORTHEAST OF THE ROAD, 37 FEET WEST OF
 CM0680'A 2-FOOT OAK TREE, 35 FEET SOUTHEAST OF THE SOUTHEAST RAIL, AND
 CM0680'1 FOOT EAST OF A WHITE WOODEN POST STENCILED U.S.B.M.  A STANDARD
 CM0680'DISK, STAMPED G 122 1940 AND SET IN THE TOP OF A CONCRETE POST.
 CM0680
 CM0680                          STATION RECOVERY (1966)
 CM0680
 CM0680'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CM0680'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1832 ***********************************************************************
 DG1832  DESIGNATION -  G 123
 DG1832  PID         -  DG1832
 DG1832  STATE/COUNTY-  AL/CLEBURNE
 DG1832  USGS QUAD   -  ROSS MOUNTAIN (1983)
 DG1832
 DG1832                         *CURRENT SURVEY CONTROL
 DG1832  ___________________________________________________________________
 DG1832* NAD 83(1986)-  33 36 19.     (N)    085 36 09.     (W)     SCALED    
 DG1832* NAVD 88     -       255.468  (meters)     838.15   (feet)  ADJUSTED  
 DG1832  ___________________________________________________________________
 DG1832  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 DG1832  DYNAMIC HT  -         255.187 (meters)     837.23  (feet)  COMP
 DG1832  MODELED GRAV-     979,532.4   (mgal)                       NAVD 88
 DG1832
 DG1832  VERT ORDER  -  SECOND    CLASS 0
 DG1832
 DG1832.The horizontal coordinates were scaled from a topographic map and have
 DG1832.an estimated accuracy of +/- 6 seconds.
 DG1832
 DG1832.The orthometric height was determined by differential leveling
 DG1832.and adjusted by the National Geodetic Survey in June 1991..
 DG1832
 DG1832.The geoid height was determined by GEOID03.
 DG1832
 DG1832.The dynamic height is computed by dividing the NAVD 88
 DG1832.geopotential number by the normal gravity value computed on the
 DG1832.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1832.degrees latitude (g = 980.6199 gals.).
 DG1832
 DG1832.The modeled gravity was interpolated from observed gravity values.
 DG1832
 DG1832;                    North         East    Units  Estimated Accuracy
 DG1832;SPC AL E     -   344,350.      221,420.      MT  (+/- 180 meters Scaled)
 DG1832
 DG1832                          SUPERSEDED SURVEY CONTROL
 DG1832
 DG1832  NGVD 29 (??/??/92)  255.399  (m)          837.92   (f) ADJ UNCH    2 0
 DG1832
 DG1832.Superseded values are not recommended for survey control.
 DG1832.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1832.See file dsdata.txt to determine how the superseded data were derived.
 DG1832
 DG1832_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC296192(NAD 83)
 DG1832_MARKER: DB = BENCH MARK DISK
 DG1832_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1832_SP_SET: CURB
 DG1832_STAMPING: G 123 1941
 DG1832_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1832
 DG1832  HISTORY     - Date     Condition        Report By
 DG1832  HISTORY     - 1941     MONUMENTED       CGS
 DG1832
 DG1832                          STATION DESCRIPTION
 DG1832
 DG1832'DESCRIBED BY COAST AND GEODETIC SURVEY 1941
 DG1832'3.4 MI SW FROM HEFLIN.
 DG1832'3.4 MILES SOUTH-WEST ALONG STATE HIGHWAY 9 FROM THE COUNTY
 DG1832'COURT HOUSE AT HEFLIN, SET IN THE NORTH CORNER OF THE NORTH-WEST
 DG1832'CURBING OF THE NORTH-EAST END OF THE CONCRETE BRIDGE OVER THE
 DG1832'CAHULGA CREEK, 10 FEET NORTH-WEST OF THE CENTER-LINE OF THE
 DG1832'HIGHWAY, 23 FEET SOUTH OF THE CENTER-LINE OF THE ROAD LEADING
 DG1832'WEST.  A STANDARD DISK STAMPED G-123 1941.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1613 ***********************************************************************
 BU1613  DESIGNATION -  G 125
 BU1613  PID         -  BU1613
 BU1613  STATE/COUNTY-  AL/CLARKE
 BU1613  USGS QUAD   -  JACKSON (1986)
 BU1613
 BU1613                         *CURRENT SURVEY CONTROL
 BU1613  ___________________________________________________________________
 BU1613* NAD 83(1986)-  31 35 22.     (N)    087 58 15.     (W)     SCALED    
 BU1613* NAVD 88     -        32.066  (meters)     105.20   (feet)  ADJUSTED  
 BU1613  ___________________________________________________________________
 BU1613  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1613  DYNAMIC HT  -          32.026 (meters)     105.07  (feet)  COMP
 BU1613  MODELED GRAV-     979,422.9   (mgal)                       NAVD 88
 BU1613
 BU1613  VERT ORDER  -  SECOND    CLASS 0
 BU1613
 BU1613.The horizontal coordinates were scaled from a topographic map and have
 BU1613.an estimated accuracy of +/- 6 seconds.
 BU1613
 BU1613.The orthometric height was determined by differential leveling
 BU1613.and adjusted by the National Geodetic Survey in June 1991..
 BU1613
 BU1613.The geoid height was determined by GEOID03.
 BU1613
 BU1613.The dynamic height is computed by dividing the NAVD 88
 BU1613.geopotential number by the normal gravity value computed on the
 BU1613.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1613.degrees latitude (g = 980.6199 gals.).
 BU1613
 BU1613.The modeled gravity was interpolated from observed gravity values.
 BU1613
 BU1613;                    North         East    Units  Estimated Accuracy
 BU1613;SPC AL W     -   176,300.      555,320.      MT  (+/- 180 meters Scaled)
 BU1613
 BU1613                          SUPERSEDED SURVEY CONTROL
 BU1613
 BU1613  NGVD 29 (??/??/92)   32.053  (m)          105.16   (f) ADJ UNCH    2 0
 BU1613
 BU1613.Superseded values are not recommended for survey control.
 BU1613.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1613.See file dsdata.txt to determine how the superseded data were derived.
 BU1613
 BU1613_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV078953(NAD 83)
 BU1613_MARKER: DB = BENCH MARK DISK
 BU1613_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1613_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1613_STAMPING: G 125 1943
 BU1613_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1613+STABILITY: SURFACE MOTION
 BU1613
 BU1613  HISTORY     - Date     Condition        Report By
 BU1613  HISTORY     - 1943     MONUMENTED       CGS
 BU1613  HISTORY     - 1973     MARK NOT FOUND   NGS
 BU1613
 BU1613                          STATION DESCRIPTION
 BU1613
 BU1613'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU1613'7.8 MI NW FROM JACKSON.
 BU1613'0.8 MILE NORTH ALONG U. S. HIGHWAY 43 FROM THE POST OFFICE AT JACKSON,
 BU1613'CLARKE COUNTY, 7.0 MILES NORTHWEST ALONG A GRADED COUNTY ROAD. AT THE
 BU1613'TOP OF A HILL, 28.6 FEET NORTH OF THE CENTER LINE OF THE ROAD, 9 FEET
 BU1613'EAST OF A 20-INCH PINE TREE WITH A TRIANGULAR BLAZE ON THE SOUTH SIDE
 BU1613'OF THE TREE, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST. A
 BU1613'STANDARD DISK, STAMPED G 125 1943 AND SET ON THE TOP OF A CONCRETE
 BU1613'POST PROJECTING 0.2 FOOT ABOVE GROUND.
 BU1613
 BU1613                          STATION RECOVERY (1973)
 BU1613
 BU1613'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1973
 BU1613'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0183 ***********************************************************************
 BU0183  DESIGNATION -  G 126
 BU0183  PID         -  BU0183
 BU0183  STATE/COUNTY-  AL/CRENSHAW
 BU0183  USGS QUAD   -  LUVERNE (1971)
 BU0183
 BU0183                         *CURRENT SURVEY CONTROL
 BU0183  ___________________________________________________________________
 BU0183* NAD 83(1986)-  31 44 09.     (N)    086 17 16.     (W)     SCALED    
 BU0183* NAVD 88     -        95.828  (meters)     314.40   (feet)  ADJUSTED  
 BU0183  ___________________________________________________________________
 BU0183  GEOID HEIGHT-         -26.70  (meters)                     GEOID03
 BU0183  DYNAMIC HT  -          95.715 (meters)     314.02  (feet)  COMP
 BU0183  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 BU0183
 BU0183  VERT ORDER  -  SECOND    CLASS 0
 BU0183
 BU0183.The horizontal coordinates were scaled from a topographic map and have
 BU0183.an estimated accuracy of +/- 6 seconds.
 BU0183
 BU0183.The orthometric height was determined by differential leveling
 BU0183.and adjusted by the National Geodetic Survey in June 1991..
 BU0183
 BU0183.The geoid height was determined by GEOID03.
 BU0183
 BU0183.The dynamic height is computed by dividing the NAVD 88
 BU0183.geopotential number by the normal gravity value computed on the
 BU0183.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0183.degrees latitude (g = 980.6199 gals.).
 BU0183
 BU0183.The modeled gravity was interpolated from observed gravity values.
 BU0183
 BU0183;                    North         East    Units  Estimated Accuracy
 BU0183;SPC AL E     -   137,100.      156,940.      MT  (+/- 180 meters Scaled)
 BU0183
 BU0183                          SUPERSEDED SURVEY CONTROL
 BU0183
 BU0183  NGVD 29 (??/??/92)   95.821  (m)          314.37   (f) ADJ UNCH    2 0
 BU0183
 BU0183.Superseded values are not recommended for survey control.
 BU0183.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0183.See file dsdata.txt to determine how the superseded data were derived.
 BU0183
 BU0183_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA674113(NAD 83)
 BU0183_MARKER: DB = BENCH MARK DISK
 BU0183_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0183_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0183_STAMPING: G 126 1943
 BU0183_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0183+STABILITY: SURFACE MOTION
 BU0183
 BU0183  HISTORY     - Date     Condition        Report By
 BU0183  HISTORY     - 1943     MONUMENTED       CGS
 BU0183
 BU0183                          STATION DESCRIPTION
 BU0183
 BU0183'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0183'2.0 MI N FROM LUVERNE.
 BU0183'2.0 MILES NORTH ALONG STATE HIGHWAY 9 FROM THE COUNTY COURTHOUSE AT
 BU0183'LUVERNE, CRENSHAW COUNTY, IN THE POINT OF A Y-ROAD AT  A WOCO-PEP
 BU0183'SERVICE STATION, 94.2 FEET NORTH OF THE NORTHWEST CORNER OF THE
 BU0183'STATION, 31.4 FEET SOUTHWEST OF THE CENTER LINE OF THE HIGHWAY, 32
 BU0183'FEET EAST OF THE CENTER LINE OF THE ROAD LEADING SOUTH, AND 1 FOOT
 BU0183'NORTHEAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G
 BU0183'126 1943 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 0.3 FOOT
 BU0183'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0554 ***********************************************************************
 BU0554  DESIGNATION -  G 127
 BU0554  PID         -  BU0554
 BU0554  STATE/COUNTY-  AL/BUTLER
 BU0554  USGS QUAD   -  INDUSTRY (1971)
 BU0554
 BU0554                         *CURRENT SURVEY CONTROL
 BU0554  ___________________________________________________________________
 BU0554* NAD 83(1986)-  31 36 15.     (N)    086 36 45.     (W)     SCALED    
 BU0554* NAVD 88     -        94.347  (meters)     309.54   (feet)  ADJUSTED  
 BU0554  ___________________________________________________________________
 BU0554  GEOID HEIGHT-         -27.04  (meters)                     GEOID03
 BU0554  DYNAMIC HT  -          94.234 (meters)     309.17  (feet)  COMP
 BU0554  MODELED GRAV-     979,440.0   (mgal)                       NAVD 88
 BU0554
 BU0554  VERT ORDER  -  SECOND    CLASS 0
 BU0554
 BU0554.The horizontal coordinates were scaled from a topographic map and have
 BU0554.an estimated accuracy of +/- 6 seconds.
 BU0554
 BU0554.The orthometric height was determined by differential leveling
 BU0554.and adjusted by the National Geodetic Survey in June 1991..
 BU0554
 BU0554.The geoid height was determined by GEOID03.
 BU0554
 BU0554.The dynamic height is computed by dividing the NAVD 88
 BU0554.geopotential number by the normal gravity value computed on the
 BU0554.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0554.degrees latitude (g = 980.6199 gals.).
 BU0554
 BU0554.The modeled gravity was interpolated from observed gravity values.
 BU0554
 BU0554;                    North         East    Units  Estimated Accuracy
 BU0554;SPC AL W     -   178,180.      684,220.      MT  (+/- 180 meters Scaled)
 BU0554
 BU0554                          SUPERSEDED SURVEY CONTROL
 BU0554
 BU0554  NGVD 29 (??/??/92)   94.349  (m)          309.54   (f) ADJ UNCH    2 0
 BU0554
 BU0554.Superseded values are not recommended for survey control.
 BU0554.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0554.See file dsdata.txt to determine how the superseded data were derived.
 BU0554
 BU0554_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV367966(NAD 83)
 BU0554_MARKER: DB = BENCH MARK DISK
 BU0554_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0554_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0554_STAMPING: G-127 1943
 BU0554_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0554+STABILITY: SURFACE MOTION
 BU0554
 BU0554  HISTORY     - Date     Condition        Report By
 BU0554  HISTORY     - 1943     MONUMENTED       CGS
 BU0554  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0554
 BU0554                          STATION DESCRIPTION
 BU0554
 BU0554'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0554'IN INDUSTRY.
 BU0554'AT INDUSTRY, SET IN THE SOUTHWEST QUARTER OF THE PUBLIC ROAD CROSSING,
 BU0554'38.8 FEET NORTHWEST OF THE NORTH CORNER OF EMMITTE WHITTLE STORE AND
 BU0554'SERVICE STATION, 29.6 FEET SOUTHWEST OF THE CENTER-LINE OF THE ROAD
 BU0554'LEADING NORTHWEST, 5.9 FEET SOUTHEAST OF THE CORNER FENCE POST, 2.7
 BU0554'FEET EAST OF THE FENCE.  BENCH MARK DISK SET IN TOP OF A CONCRETE POST
 BU0554'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
 BU0554
 BU0554                          STATION RECOVERY (1969)
 BU0554
 BU0554'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0554'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0457 ***********************************************************************
 BU0457  DESIGNATION -  G 128
 BU0457  PID         -  BU0457
 BU0457  STATE/COUNTY-  AL/CONECUH
 BU0457  USGS QUAD   -  OLD TOWN (1982)
 BU0457
 BU0457                         *CURRENT SURVEY CONTROL
 BU0457  ___________________________________________________________________
 BU0457* NAD 83(1986)-  31 23 11.     (N)    086 46 11.     (W)     SCALED    
 BU0457* NAVD 88     -        95.376  (meters)     312.91   (feet)  ADJUSTED  
 BU0457  ___________________________________________________________________
 BU0457  GEOID HEIGHT-         -27.30  (meters)                     GEOID03
 BU0457  DYNAMIC HT  -          95.259 (meters)     312.53  (feet)  COMP
 BU0457  MODELED GRAV-     979,409.1   (mgal)                       NAVD 88
 BU0457
 BU0457  VERT ORDER  -  SECOND    CLASS 0
 BU0457
 BU0457.The horizontal coordinates were scaled from a topographic map and have
 BU0457.an estimated accuracy of +/- 6 seconds.
 BU0457
 BU0457.The orthometric height was determined by differential leveling
 BU0457.and adjusted by the National Geodetic Survey in June 1991..
 BU0457
 BU0457.The geoid height was determined by GEOID03.
 BU0457
 BU0457.The dynamic height is computed by dividing the NAVD 88
 BU0457.geopotential number by the normal gravity value computed on the
 BU0457.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0457.degrees latitude (g = 980.6199 gals.).
 BU0457
 BU0457.The modeled gravity was interpolated from observed gravity values.
 BU0457
 BU0457;                    North         East    Units  Estimated Accuracy
 BU0457;SPC AL W     -   153,920.      669,460.      MT  (+/- 180 meters Scaled)
 BU0457
 BU0457                          SUPERSEDED SURVEY CONTROL
 BU0457
 BU0457  NGVD 29 (??/??/92)   95.395  (m)          312.98   (f) ADJ UNCH    2 0
 BU0457
 BU0457.Superseded values are not recommended for survey control.
 BU0457.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0457.See file dsdata.txt to determine how the superseded data were derived.
 BU0457
 BU0457_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV218724(NAD 83)
 BU0457_MARKER: DB = BENCH MARK DISK
 BU0457_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0457_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0457_STAMPING: G-128 1943
 BU0457_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0457+STABILITY: SURFACE MOTION
 BU0457
 BU0457  HISTORY     - Date     Condition        Report By
 BU0457  HISTORY     - 1943     MONUMENTED       CGS
 BU0457
 BU0457                          STATION DESCRIPTION
 BU0457
 BU0457'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0457'IN MT UNION.
 BU0457'AT MT. UNION, 0.2 MILES SOUTHWEST BY ROAD FROM THE SCHOOL, ABOUT 125
 BU0457'FEET EAST OF THE PUBLIC ROAD CROSSING, AT THE SOUTHEAST CORNER OF A
 BU0457'SMALL FIELD, 28.6 FEET NORTH OF THE CENTER-LINE OF THE ROAD, 11.1 FEET
 BU0457'SOUTH OF THE SOUTHWEST CORNER OF THE GARAGE, 4 FEET NORTH OF THE
 BU0457'CORNER FENCE POST, 1.6 FEET SOUTH OF REFERENCE POST.  BENCH MARK DISK
 BU0457'SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE
 BU0457'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0437 ***********************************************************************
 BU0437  DESIGNATION -  G 129
 BU0437  PID         -  BU0437
 BU0437  STATE/COUNTY-  AL/CONECUH
 BU0437  USGS QUAD   -  BROOKLYN (1982)
 BU0437
 BU0437                         *CURRENT SURVEY CONTROL
 BU0437  ___________________________________________________________________
 BU0437* NAD 83(1986)-  31 15 49.     (N)    086 46 06.     (W)     SCALED    
 BU0437* NAVD 88     -        48.507  (meters)     159.14   (feet)  ADJUSTED  
 BU0437  ___________________________________________________________________
 BU0437  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 BU0437  DYNAMIC HT  -          48.448 (meters)     158.95  (feet)  COMP
 BU0437  MODELED GRAV-     979,418.5   (mgal)                       NAVD 88
 BU0437
 BU0437  VERT ORDER  -  SECOND    CLASS 0
 BU0437
 BU0437.The horizontal coordinates were scaled from a topographic map and have
 BU0437.an estimated accuracy of +/- 6 seconds.
 BU0437
 BU0437.The orthometric height was determined by differential leveling
 BU0437.and adjusted by the National Geodetic Survey in June 1991..
 BU0437
 BU0437.The geoid height was determined by GEOID03.
 BU0437
 BU0437.The dynamic height is computed by dividing the NAVD 88
 BU0437.geopotential number by the normal gravity value computed on the
 BU0437.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0437.degrees latitude (g = 980.6199 gals.).
 BU0437
 BU0437.The modeled gravity was interpolated from observed gravity values.
 BU0437
 BU0437;                    North         East    Units  Estimated Accuracy
 BU0437;SPC AL W     -   140,310.      669,680.      MT  (+/- 180 meters Scaled)
 BU0437
 BU0437                          SUPERSEDED SURVEY CONTROL
 BU0437
 BU0437  NGVD 29 (??/??/92)   48.531  (m)          159.22   (f) ADJ UNCH    2 0
 BU0437
 BU0437.Superseded values are not recommended for survey control.
 BU0437.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0437.See file dsdata.txt to determine how the superseded data were derived.
 BU0437
 BU0437_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV220588(NAD 83)
 BU0437_MARKER: DB = BENCH MARK DISK
 BU0437_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0437_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0437_STAMPING: G-129 1943
 BU0437_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0437+STABILITY: SURFACE MOTION
 BU0437
 BU0437  HISTORY     - Date     Condition        Report By
 BU0437  HISTORY     - 1943     MONUMENTED       CGS
 BU0437
 BU0437                          STATION DESCRIPTION
 BU0437
 BU0437'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU0437'IN BROOKLYN.
 BU0437'AT BROOKLYN, ALONG STATE HIGHWAY NO. 83, 102 FEET NORTH-NORTHWEST OF
 BU0437'THE NORTHEAST CORNER OF THE POST OFFICE, AT THE NORTH CORNER OF THE
 BU0437'BRICK BUILDING, 62.6 FEET WEST OF THE WEST CORNER OF MCLENDONS CORNER
 BU0437'STORE, 29.5 FEET WEST OF THE CENTER-LINE OF THE HIGHWAY, 3.2 FEET
 BU0437'EAST-SOUTHEAST OF THE NORTH CORNER OF THE BRICK BUILDING.  BENCH MARK
 BU0437'DISK SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.3 FOOT ABOVE THE
 BU0437'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2197 ***********************************************************************
 CN2197  DESIGNATION -  G 130
 CN2197  PID         -  CN2197
 CN2197  STATE/COUNTY-  AL/DALLAS
 CN2197  USGS QUAD   -  ELM BLUFF (1987)
 CN2197
 CN2197                         *CURRENT SURVEY CONTROL
 CN2197  ___________________________________________________________________
 CN2197* NAD 83(1986)-  32 09 18.     (N)    087 04 30.     (W)     SCALED    
 CN2197* NAVD 88     -       111.152  (meters)     364.67   (feet)  ADJUSTED  
 CN2197  ___________________________________________________________________
 CN2197  GEOID HEIGHT-         -27.47  (meters)                     GEOID03
 CN2197  DYNAMIC HT  -         111.026 (meters)     364.26  (feet)  COMP
 CN2197  MODELED GRAV-     979,501.4   (mgal)                       NAVD 88
 CN2197
 CN2197  VERT ORDER  -  SECOND    CLASS 0
 CN2197
 CN2197.The horizontal coordinates were scaled from a topographic map and have
 CN2197.an estimated accuracy of +/- 6 seconds.
 CN2197
 CN2197.The orthometric height was determined by differential leveling
 CN2197.and adjusted by the National Geodetic Survey in June 1991..
 CN2197
 CN2197.The geoid height was determined by GEOID03.
 CN2197
 CN2197.The dynamic height is computed by dividing the NAVD 88
 CN2197.geopotential number by the normal gravity value computed on the
 CN2197.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2197.degrees latitude (g = 980.6199 gals.).
 CN2197
 CN2197.The modeled gravity was interpolated from observed gravity values.
 CN2197
 CN2197;                    North         East    Units  Estimated Accuracy
 CN2197;SPC AL W     -   238,990.      640,090.      MT  (+/- 180 meters Scaled)
 CN2197
 CN2197                          SUPERSEDED SURVEY CONTROL
 CN2197
 CN2197  NGVD 29 (??/??/92)  111.114  (m)          364.55   (f) ADJ UNCH    2 0
 CN2197
 CN2197.Superseded values are not recommended for survey control.
 CN2197.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2197.See file dsdata.txt to determine how the superseded data were derived.
 CN2197
 CN2197_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA929576(NAD 83)
 CN2197_MARKER: DB = BENCH MARK DISK
 CN2197_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2197_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2197_STAMPING: G 130 1943
 CN2197_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2197+STABILITY: SURFACE MOTION
 CN2197
 CN2197  HISTORY     - Date     Condition        Report By
 CN2197  HISTORY     - 1943     MONUMENTED       CGS
 CN2197  HISTORY     - 1950     GOOD             NGS
 CN2197
 CN2197                          STATION DESCRIPTION
 CN2197
 CN2197'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2197'11.4 MI SW FROM BERLIN.
 CN2197'ABOUT 11.4 MILES SOUTHWEST ALONG STATE HIGHWAY 43 FROM THE POST OFFICE
 CN2197'AT BERLIN, ABOUT 0.6 MILE NORTHEAST OF THE JUNCTION OF STATE HIGHWAY
 CN2197'100, AT THE ROAD JUNCTION AT ELM BLUFF, ABOUT 60 YARDS SOUTHEAST OF A
 CN2197'CEMETERY, 89 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 50 FEET
 CN2197'NORTH OF THE CENTER LINE OF THE ROAD WEST, 4.3 FEET NORTH OF R.E.A.
 CN2197'POWER POLE NO. 3-233, ABOUT 2 FEET ABOVE THE HIGHWAY AND SET IN THE
 CN2197'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2076 ***********************************************************************
 CN2076  DESIGNATION -  G 131
 CN2076  PID         -  CN2076
 CN2076  STATE/COUNTY-  AL/DALLAS
 CN2076  USGS QUAD   -  TASSO (1987)
 CN2076
 CN2076                         *CURRENT SURVEY CONTROL
 CN2076  ___________________________________________________________________
 CN2076* NAD 83(1986)-  32 09 18.     (N)    087 10 09.     (W)     SCALED    
 CN2076* NAVD 88     -        29.888  (meters)      98.06   (feet)  ADJUSTED  
 CN2076  ___________________________________________________________________
 CN2076  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 CN2076  DYNAMIC HT  -          29.854 (meters)      97.95  (feet)  COMP
 CN2076  MODELED GRAV-     979,512.2   (mgal)                       NAVD 88
 CN2076
 CN2076  VERT ORDER  -  SECOND    CLASS 0
 CN2076
 CN2076.The horizontal coordinates were scaled from a topographic map and have
 CN2076.an estimated accuracy of +/- 6 seconds.
 CN2076
 CN2076.The orthometric height was determined by differential leveling
 CN2076.and adjusted by the National Geodetic Survey in June 1991..
 CN2076
 CN2076.The geoid height was determined by GEOID03.
 CN2076
 CN2076.The dynamic height is computed by dividing the NAVD 88
 CN2076.geopotential number by the normal gravity value computed on the
 CN2076.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2076.degrees latitude (g = 980.6199 gals.).
 CN2076
 CN2076.The modeled gravity was interpolated from observed gravity values.
 CN2076
 CN2076;                    North         East    Units  Estimated Accuracy
 CN2076;SPC AL W     -   238,960.      631,210.      MT  (+/- 180 meters Scaled)
 CN2076
 CN2076                          SUPERSEDED SURVEY CONTROL
 CN2076
 CN2076  NGVD 29 (??/??/92)   29.847  (m)           97.92   (f) ADJ UNCH    2 0
 CN2076
 CN2076.Superseded values are not recommended for survey control.
 CN2076.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2076.See file dsdata.txt to determine how the superseded data were derived.
 CN2076
 CN2076_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA840576(NAD 83)
 CN2076_MARKER: DB = BENCH MARK DISK
 CN2076_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2076_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2076_STAMPING: G 131 1943
 CN2076_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2076+STABILITY: SURFACE MOTION
 CN2076
 CN2076  HISTORY     - Date     Condition        Report By
 CN2076  HISTORY     - 1943     MONUMENTED       CGS
 CN2076  HISTORY     - 1950     GOOD             NGS
 CN2076
 CN2076                          STATION DESCRIPTION
 CN2076
 CN2076'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2076'IN PORTLAND.
 CN2076'IN PORTLAND, 73 FEET EAST OF THE NORTHEAST CORNER OF THE OLD STORE AND
 CN2076'POST OFFICE BUILDING, 71 FEET NORTH OF THE CENTER LINE OF THE ROAD,
 CN2076'147 FEET WEST OF THE NORTHWEST CORNER OF A LARGE LOG BARN, 6 FEET
 CN2076'SOUTHWEST OF A HOG LOT FENCE, 2 FEET EAST OF A WHITE WOODEN WITNESS
 CN2076'POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF A CONCRETE POST
 CN2076'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2068 ***********************************************************************
 CN2068  DESIGNATION -  G 132
 CN2068  PID         -  CN2068
 CN2068  STATE/COUNTY-  AL/DALLAS
 CN2068  USGS QUAD   -  TASSO (1987)
 CN2068
 CN2068                         *CURRENT SURVEY CONTROL
 CN2068  ___________________________________________________________________
 CN2068* NAD 83(1986)-  32 14 56.     (N)    087 14 10.     (W)     SCALED    
 CN2068* NAVD 88     -        61.640  (meters)     202.23   (feet)  ADJUSTED  
 CN2068  ___________________________________________________________________
 CN2068  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 CN2068  DYNAMIC HT  -          61.570 (meters)     202.00  (feet)  COMP
 CN2068  MODELED GRAV-     979,504.9   (mgal)                       NAVD 88
 CN2068
 CN2068  VERT ORDER  -  SECOND    CLASS 0
 CN2068
 CN2068.The horizontal coordinates were scaled from a topographic map and have
 CN2068.an estimated accuracy of +/- 6 seconds.
 CN2068
 CN2068.The orthometric height was determined by differential leveling
 CN2068.and adjusted by the National Geodetic Survey in June 1991..
 CN2068
 CN2068.The geoid height was determined by GEOID03.
 CN2068
 CN2068.The dynamic height is computed by dividing the NAVD 88
 CN2068.geopotential number by the normal gravity value computed on the
 CN2068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2068.degrees latitude (g = 980.6199 gals.).
 CN2068
 CN2068.The modeled gravity was interpolated from observed gravity values.
 CN2068
 CN2068;                    North         East    Units  Estimated Accuracy
 CN2068;SPC AL W     -   249,350.      624,870.      MT  (+/- 180 meters Scaled)
 CN2068
 CN2068                          SUPERSEDED SURVEY CONTROL
 CN2068
 CN2068  NGVD 29 (??/??/92)   61.593  (m)          202.08   (f) ADJ UNCH    2 0
 CN2068
 CN2068.Superseded values are not recommended for survey control.
 CN2068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2068.See file dsdata.txt to determine how the superseded data were derived.
 CN2068
 CN2068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA777680(NAD 83)
 CN2068_MARKER: DB = BENCH MARK DISK
 CN2068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2068_STAMPING: G 132 1943
 CN2068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2068+STABILITY: SURFACE MOTION
 CN2068
 CN2068  HISTORY     - Date     Condition        Report By
 CN2068  HISTORY     - 1943     MONUMENTED       CGS
 CN2068  HISTORY     - 1950     GOOD             NGS
 CN2068  HISTORY     - 1983     MARK NOT FOUND   USPSQD
 CN2068
 CN2068                          STATION DESCRIPTION
 CN2068
 CN2068'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN2068'4.0 MI SE FROM ORRVILLE.
 CN2068'ABOUT 4.0 MILES SOUTHEAST ALONG A COUNTRY ROAD FROM THE POST OFFICE IN
 CN2068'ORRVILLE, AT FIVE POINTS, 167 FEET NORTH OF THE INTERSECTION OF THE
 CN2068'ROADS, 34 FEET EAST OF THE CENTER LINE OF THE ORRVILLE ROAD, 21 FEET
 CN2068'NORTHWEST OF THE NORTHWEST CORNER OF THE MAIN PART OF THE FIVE POINTS
 CN2068'MERCHANTILE COMAPNY STORE BUILDING, 9 FEET WEST OF THE NORTHWEST
 CN2068'CORNER OF A PORCH ON THE REAR OF THE STORE BUILDING, 1 FOOT WEST OF A
 CN2068'WIRE FENCE, ABOUT ONE FOOT ABOVE THE LEVEL OF THE ORRVILLE ROAD AND IN
 CN2068'THE TOP OF A CONCRETE POST WHICH PROJECTS 3 INCHES.
 CN2068
 CN2068                          STATION RECOVERY (1983)
 CN2068
 CN2068'RECOVERY NOTE BY US POWER SQUADRON 1983 (SKS)
 CN2068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1242 ***********************************************************************
 BU1242  DESIGNATION -  G 133
 BU1242  PID         -  BU1242
 BU1242  STATE/COUNTY-  AL/MONROE
 BU1242  USGS QUAD   -  HYBART (1973)
 BU1242
 BU1242                         *CURRENT SURVEY CONTROL
 BU1242  ___________________________________________________________________
 BU1242* NAD 83(1986)-  31 47 54.     (N)    087 26 29.     (W)     SCALED    
 BU1242* NAVD 88     -        18.607  (meters)      61.05   (feet)  ADJUSTED  
 BU1242  ___________________________________________________________________
 BU1242  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BU1242  DYNAMIC HT  -          18.585 (meters)      60.97  (feet)  COMP
 BU1242  MODELED GRAV-     979,439.0   (mgal)                       NAVD 88
 BU1242
 BU1242  VERT ORDER  -  SECOND    CLASS 0
 BU1242
 BU1242.The horizontal coordinates were scaled from a topographic map and have
 BU1242.an estimated accuracy of +/- 6 seconds.
 BU1242
 BU1242.The orthometric height was determined by differential leveling
 BU1242.and adjusted by the National Geodetic Survey in June 1991..
 BU1242
 BU1242.The geoid height was determined by GEOID03.
 BU1242
 BU1242.The dynamic height is computed by dividing the NAVD 88
 BU1242.geopotential number by the normal gravity value computed on the
 BU1242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1242.degrees latitude (g = 980.6199 gals.).
 BU1242
 BU1242.The modeled gravity was interpolated from observed gravity values.
 BU1242
 BU1242;                    North         East    Units  Estimated Accuracy
 BU1242;SPC AL W     -   199,370.      605,550.      MT  (+/- 180 meters Scaled)
 BU1242
 BU1242                          SUPERSEDED SURVEY CONTROL
 BU1242
 BU1242  NGVD 29 (??/??/92)   18.576  (m)           60.94   (f) ADJ UNCH    2 0
 BU1242
 BU1242.Superseded values are not recommended for survey control.
 BU1242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1242.See file dsdata.txt to determine how the superseded data were derived.
 BU1242
 BU1242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA582181(NAD 83)
 BU1242_MARKER: DB = BENCH MARK DISK
 BU1242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1242_STAMPING: G 133 1943
 BU1242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1242+STABILITY: SURFACE MOTION
 BU1242
 BU1242  HISTORY     - Date     Condition        Report By
 BU1242  HISTORY     - 1943     MONUMENTED       CGS
 BU1242
 BU1242                          STATION DESCRIPTION
 BU1242
 BU1242'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BU1242'7.9 MI SE FROM LOWER PEACH TREE.
 BU1242'1.2 MILES SOUTHEAST ALONG A GRAVEL COUNTY ROAD.  THENCE, 5.5 MILES
 BU1242'SOUTHEAST ALONG THE BELLES LANDING GRADED ROAD.  1.2 MILES SOUTHEAST
 BU1242'ALONG BELLES LANDING UNGRADED ROAD FROM THE POST OFFICE AT LOWER PEACH
 BU1242'TREE, AT THE SOUTHEAST FENCE CORNER OF A CULTIVATED FIELD, 28.3 FEET
 BU1242'NORTHWEST OF THE FENCE CORNER AND GATE POST, 23.7 FEET NORTHWEST OF
 BU1242'CENTER-LINE OF ROAD, 20.0 FEET SOUTHEAST OF A 10 INCH PINE TREE WITH A
 BU1242'TRIANGULAR BLAZE, 1.4 FEET NORTHWEST OF REFERENCE POST, A DISK SET IN
 BU1242'TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0922 ***********************************************************************
 BU0922  DESIGNATION -  G 134
 BU0922  PID         -  BU0922
 BU0922  STATE/COUNTY-  AL/MONROE
 BU0922  USGS QUAD   -  NATCHEZ (1972)
 BU0922
 BU0922                         *CURRENT SURVEY CONTROL
 BU0922  ___________________________________________________________________
 BU0922* NAD 83(1986)-  31 43 08.     (N)    087 19 25.     (W)     SCALED    
 BU0922* NAVD 88     -        60.284  (meters)     197.78   (feet)  ADJUSTED  
 BU0922  ___________________________________________________________________
 BU0922  GEOID HEIGHT-         -27.78  (meters)                     GEOID03
 BU0922  DYNAMIC HT  -          60.211 (meters)     197.54  (feet)  COMP
 BU0922  MODELED GRAV-     979,430.8   (mgal)                       NAVD 88
 BU0922
 BU0922  VERT ORDER  -  SECOND    CLASS 0
 BU0922
 BU0922.The horizontal coordinates were scaled from a topographic map and have
 BU0922.an estimated accuracy of +/- 6 seconds.
 BU0922
 BU0922.The orthometric height was determined by differential leveling
 BU0922.and adjusted by the National Geodetic Survey in June 1991..
 BU0922
 BU0922.The geoid height was determined by GEOID03.
 BU0922
 BU0922.The dynamic height is computed by dividing the NAVD 88
 BU0922.geopotential number by the normal gravity value computed on the
 BU0922.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0922.degrees latitude (g = 980.6199 gals.).
 BU0922
 BU0922.The modeled gravity was interpolated from observed gravity values.
 BU0922
 BU0922;                    North         East    Units  Estimated Accuracy
 BU0922;SPC AL W     -   190,570.      616,720.      MT  (+/- 180 meters Scaled)
 BU0922
 BU0922                          SUPERSEDED SURVEY CONTROL
 BU0922
 BU0922  NGVD 29 (??/??/92)   60.257  (m)          197.69   (f) ADJ UNCH    2 0
 BU0922
 BU0922.Superseded values are not recommended for survey control.
 BU0922.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0922.See file dsdata.txt to determine how the superseded data were derived.
 BU0922
 BU0922_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA693093(NAD 83)
 BU0922_MARKER: DB = BENCH MARK DISK
 BU0922_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0922_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0922_STAMPING: G 134 1943
 BU0922_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0922+STABILITY: SURFACE MOTION
 BU0922
 BU0922  HISTORY     - Date     Condition        Report By
 BU0922  HISTORY     - 1943     MONUMENTED       CGS
 BU0922  HISTORY     - 1950     GOOD             NGS
 BU0922
 BU0922                          STATION DESCRIPTION
 BU0922
 BU0922'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU0922'6.0 MI W FROM NATCHEZ.
 BU0922'ABOUT 6.0 MILES WEST ALONG THE FRANKLIN-BEATRICE ROAD FROM THE POST
 BU0922'OFFICE AT NATCHEZ, 0.8 MILE WEST OF THE ST. LOUIS AND SAN FRANCISCO
 BU0922'RAILROAD CROSSING, AT A BREAK IN THE GRADE OF THE ROAD AND AT THE FOOT
 BU0922'OF A STEEP GRADE ASCENDING TO THE NORTHWEST, ON THE INSIDE OF A CURVE
 BU0922'IN THE ROAD WITH TANGENTS EXTENDING NORTHWEST AND SOUTH, AT A VERY DIM
 BU0922'DIRT ROAD CROSSING, 36 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD,
 BU0922'28 FEET NORTH OF THE CENTER LINE OF THE DIM ROAD WEST, 37 FEET
 BU0922'NORTHWEST OF A TELEPHONE POLE, 18 FEET EAST OF AN 18-INCH OAK TREE
 BU0922'THAT IS MARKED WITH A TRIANGULAR BLAZE, ABOUT LEVEL WITH THE MAIN ROAD
 BU0922'AND IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1167 ***********************************************************************
 CN1167  DESIGNATION -  G 135
 CN1167  PID         -  CN1167
 CN1167  STATE/COUNTY-  AL/CHILTON
 CN1167  USGS QUAD   -  PLANTERSVILLE (1982)
 CN1167
 CN1167                         *CURRENT SURVEY CONTROL
 CN1167  ___________________________________________________________________
 CN1167* NAD 83(1986)-  32 41 37.     (N)    086 54 56.     (W)     SCALED    
 CN1167* NAVD 88     -        82.541  (meters)     270.80   (feet)  ADJUSTED  
 CN1167  ___________________________________________________________________
 CN1167  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 CN1167  DYNAMIC HT  -          82.447 (meters)     270.49  (feet)  COMP
 CN1167  MODELED GRAV-     979,494.8   (mgal)                       NAVD 88
 CN1167
 CN1167  VERT ORDER  -  FIRST     CLASS II
 CN1167
 CN1167.The horizontal coordinates were scaled from a topographic map and have
 CN1167.an estimated accuracy of +/- 6 seconds.
 CN1167
 CN1167.The orthometric height was determined by differential leveling
 CN1167.and adjusted by the National Geodetic Survey in June 1991..
 CN1167
 CN1167.The geoid height was determined by GEOID03.
 CN1167
 CN1167.The dynamic height is computed by dividing the NAVD 88
 CN1167.geopotential number by the normal gravity value computed on the
 CN1167.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1167.degrees latitude (g = 980.6199 gals.).
 CN1167
 CN1167.The modeled gravity was interpolated from observed gravity values.
 CN1167
 CN1167;                    North         East    Units  Estimated Accuracy
 CN1167;SPC AL W     -   298,790.      654,800.      MT  (+/- 180 meters Scaled)
 CN1167
 CN1167                          SUPERSEDED SURVEY CONTROL
 CN1167
 CN1167  NGVD 29 (??/??/92)   82.512  (m)          270.71   (f) ADJ UNCH    1 2
 CN1167
 CN1167.Superseded values are not recommended for survey control.
 CN1167.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1167.See file dsdata.txt to determine how the superseded data were derived.
 CN1167
 CN1167_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB079173(NAD 83)
 CN1167_MARKER: DB = BENCH MARK DISK
 CN1167_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1167_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1167_STAMPING: G 315 1943
 CN1167_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1167+STABILITY: SURFACE MOTION
 CN1167
 CN1167  HISTORY     - Date     Condition        Report By
 CN1167  HISTORY     - 1943     MONUMENTED       CGS
 CN1167  HISTORY     - 1950     GOOD             NGS
 CN1167
 CN1167                          STATION DESCRIPTION
 CN1167
 CN1167'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 CN1167'2.3 MI N FROM PLANTERSVILLE.
 CN1167'ABOUT 2.3 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1167'PLANTERSVILLE, ABOUT 0.1 MILE SOUTH OF MILE POST 168, 56 FEET
 CN1167'SOUTHEAST OF THE CENTER OF A PUBLIC ROAD CROSSING, 22 FEET EAST OF THE
 CN1167'EAST RAIL, 6 FEET NORTH OF A TELEPHONE POLE, 43.5 FEET SOUTH OF THE
 CN1167'SOUTH END OF AN 18-INCH PIPE CULVERT UNDER ROAD, 75 FEET SOUTH AND
 CN1167'ACROSS ROAD FROM A CROSSING WARNING SIGN, 1 FOOT EAST OF A WHITE
 CN1167'WOODEN WITNESS POST, 1 FOOT ABOVE THE TRACK AND SET IN THE TOP OF A
 CN1167'CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1802 ***********************************************************************
 CN1802  DESIGNATION -  G 137
 CN1802  PID         -  CN1802
 CN1802  STATE/COUNTY-  AL/DALLAS
 CN1802  USGS QUAD   -  BROWNS (1968)
 CN1802
 CN1802                         *CURRENT SURVEY CONTROL
 CN1802  ___________________________________________________________________
 CN1802* NAD 83(1986)-  32 23 37.     (N)    087 16 31.     (W)     SCALED    
 CN1802* NAVD 88     -        45.447  (meters)     149.10   (feet)  ADJUSTED  
 CN1802  ___________________________________________________________________
 CN1802  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CN1802  DYNAMIC HT  -          45.395 (meters)     148.93  (feet)  COMP
 CN1802  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CN1802
 CN1802  VERT ORDER  -  FIRST     CLASS II
 CN1802
 CN1802.The horizontal coordinates were scaled from a topographic map and have
 CN1802.an estimated accuracy of +/- 6 seconds.
 CN1802
 CN1802.The orthometric height was determined by differential leveling
 CN1802.and adjusted by the National Geodetic Survey in June 1991..
 CN1802
 CN1802.The geoid height was determined by GEOID03.
 CN1802
 CN1802.The dynamic height is computed by dividing the NAVD 88
 CN1802.geopotential number by the normal gravity value computed on the
 CN1802.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1802.degrees latitude (g = 980.6199 gals.).
 CN1802
 CN1802.The modeled gravity was interpolated from observed gravity values.
 CN1802
 CN1802;                    North         East    Units  Estimated Accuracy
 CN1802;SPC AL W     -   265,390.      621,140.      MT  (+/- 180 meters Scaled)
 CN1802
 CN1802                          SUPERSEDED SURVEY CONTROL
 CN1802
 CN1802  NGVD 29 (??/??/92)   45.43   (m)          149.0    (f) COMPUTED    1 2
 CN1802
 CN1802.Superseded values are not recommended for survey control.
 CN1802.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1802.See file dsdata.txt to determine how the superseded data were derived.
 CN1802
 CN1802_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA741840(NAD 83)
 CN1802_MARKER: DB = BENCH MARK DISK
 CN1802_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1802_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1802_STAMPING: G 137 1943
 CN1802_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1802+STABILITY: SURFACE MOTION
 CN1802
 CN1802  HISTORY     - Date     Condition        Report By
 CN1802  HISTORY     - 1943     MONUMENTED       CGS
 CN1802
 CN1802                          STATION DESCRIPTION
 CN1802
 CN1802'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN1802'3.8 MI SW FROM MARION JUNCTION.
 CN1802'3.8  MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN1802'MARION JUNCTION, DALLAS COUNTY, 32 RAILS NORTHEAST OF MILEPOST 4, 23.4
 CN1802'FEET NORTHWEST OF THE NORTHWEST RAIL, 13 FEET SOUTHWEST OF A DIM-ROAD
 CN1802'CROSSING, AND 1.2 FEET SOUTHEAST OF A POLE.  A STANDARD DISK, STAMPED
 CN1802'G 137 1943 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0162 ***********************************************************************
 CO0162  DESIGNATION -  G 139
 CO0162  PID         -  CO0162
 CO0162  STATE/COUNTY-  AL/GREENE
 CO0162  USGS QUAD   -  EPES EAST (1986)
 CO0162
 CO0162                         *CURRENT SURVEY CONTROL
 CO0162  ___________________________________________________________________
 CO0162* NAD 83(1986)-  32 44 58.     (N)    088 00 59.     (W)     SCALED    
 CO0162* NAVD 88     -        56.989  (meters)     186.97   (feet)  ADJUSTED  
 CO0162  ___________________________________________________________________
 CO0162  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CO0162  DYNAMIC HT  -          56.924 (meters)     186.76  (feet)  COMP
 CO0162  MODELED GRAV-     979,510.4   (mgal)                       NAVD 88
 CO0162
 CO0162  VERT ORDER  -  SECOND    CLASS 0
 CO0162
 CO0162.The horizontal coordinates were scaled from a topographic map and have
 CO0162.an estimated accuracy of +/- 6 seconds.
 CO0162
 CO0162.The orthometric height was determined by differential leveling
 CO0162.and adjusted by the National Geodetic Survey in June 1991..
 CO0162
 CO0162.The geoid height was determined by GEOID03.
 CO0162
 CO0162.The dynamic height is computed by dividing the NAVD 88
 CO0162.geopotential number by the normal gravity value computed on the
 CO0162.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0162.degrees latitude (g = 980.6199 gals.).
 CO0162
 CO0162.The modeled gravity was interpolated from observed gravity values.
 CO0162
 CO0162;                    North         East    Units  Estimated Accuracy
 CO0162;SPC AL W     -   304,950.      551,610.      MT  (+/- 180 meters Scaled)
 CO0162
 CO0162                          SUPERSEDED SURVEY CONTROL
 CO0162
 CO0162  NGVD 29 (??/??/92)   56.964  (m)          186.89   (f) ADJ UNCH    2 0
 CO0162
 CO0162.Superseded values are not recommended for survey control.
 CO0162.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0162.See file dsdata.txt to determine how the superseded data were derived.
 CO0162
 CO0162_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB047239(NAD 83)
 CO0162_MARKER: DB = BENCH MARK DISK
 CO0162_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0162_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0162_STAMPING: G 139 1943
 CO0162_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0162+STABILITY: SURFACE MOTION
 CO0162
 CO0162  HISTORY     - Date     Condition        Report By
 CO0162  HISTORY     - 1943     MONUMENTED       CGS
 CO0162
 CO0162                          STATION DESCRIPTION
 CO0162
 CO0162'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CO0162'0.9 MI SE FROM BOLIGEE.
 CO0162'0.9 MILE SOUTHEAST OF THE SOUTHERN RAILWAY STATION AT BOLIGEE, ALONG
 CO0162'GRADED COUNTY ROAD, SET AT A T INTERSECTION, 33 FEET SOUTH OF ROAD
 CO0162'LEADING EAST AND WEST, 27 FEET WEST OF ROAD LEADING SOUTH, 90 FEET
 CO0162'SOUTHWEST OF R. E. A. POWER POLE NO. 45, 1.7 FEET NORTH OF REFERENCE
 CO0162'POST, BENCH MARK DISK SET IN TOP OF CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0360 ***********************************************************************
 CN0360  DESIGNATION -  G 14 RESET
 CN0360  PID         -  CN0360
 CN0360  STATE/COUNTY-  AL/MONTGOMERY
 CN0360  USGS QUAD   -  CANTELOUS (1981)
 CN0360
 CN0360                         *CURRENT SURVEY CONTROL
 CN0360  ___________________________________________________________________
 CN0360* NAD 83(1986)-  32 19 34.     (N)    086 28 28.     (W)     SCALED    
 CN0360* NAVD 88     -        47.780  (meters)     156.76   (feet)  ADJUSTED  
 CN0360  ___________________________________________________________________
 CN0360  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 CN0360  DYNAMIC HT  -          47.725 (meters)     156.58  (feet)  COMP
 CN0360  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 CN0360
 CN0360  VERT ORDER  -  FIRST     CLASS I
 CN0360
 CN0360.The horizontal coordinates were scaled from a topographic map and have
 CN0360.an estimated accuracy of +/- 6 seconds.
 CN0360
 CN0360.The orthometric height was determined by differential leveling
 CN0360.and adjusted by the National Geodetic Survey in June 1991..
 CN0360
 CN0360.The geoid height was determined by GEOID03.
 CN0360
 CN0360.The dynamic height is computed by dividing the NAVD 88
 CN0360.geopotential number by the normal gravity value computed on the
 CN0360.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0360.degrees latitude (g = 980.6199 gals.).
 CN0360
 CN0360.The modeled gravity was interpolated from observed gravity values.
 CN0360
 CN0360;                    North         East    Units  Estimated Accuracy
 CN0360;SPC AL E     -   202,650.      139,640.      MT  (+/- 180 meters Scaled)
 CN0360
 CN0360                          SUPERSEDED SURVEY CONTROL
 CN0360
 CN0360  NGVD 29 (??/??/??)   47.763  (m)          156.70   (f) ADJUSTED    1 1
 CN0360
 CN0360.Superseded values are not recommended for survey control.
 CN0360.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0360.See file dsdata.txt to determine how the superseded data were derived.
 CN0360
 CN0360_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA494767(NAD 83)
 CN0360_MARKER: DB = BENCH MARK DISK
 CN0360_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CN0360_SP_SET: BRIDGE ABUTMENT
 CN0360_STAMPING: G 14 RESET 1936
 CN0360_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CN0360
 CN0360  HISTORY     - Date     Condition        Report By
 CN0360  HISTORY     - 1936     MONUMENTED       CGS
 CN0360  HISTORY     - 1968     GOOD             NGS
 CN0360
 CN0360                          STATION DESCRIPTION
 CN0360
 CN0360'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CN0360'8.75 MI E FROM SAINT CLAIR.
 CN0360'ABOUT 8.75 MILES EAST ALONG THE TRACK OF THE WESTERN RAILWAY OF
 CN0360'ALABAMA FROM THE POST OFFICE AT SAINT CLAIR, IN SECTION 32, T 16 N, R
 CN0360'16 E, SET IN THE TOP OF THE NORTH END OF THE EAST CONCRETE ABUTMENT OF
 CN0360'A RAILROAD BRIDGE OVER PINTLALLA CREEK, 7 FEET NORTH OF THE NORTH RAIL
 CN0360'OF THE TRACK, AND ABOUT 1 FOOT BELOW THE LEVEL OF THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0935 ***********************************************************************
 CN0935  DESIGNATION -  G 141
 CN0935  PID         -  CN0935
 CN0935  STATE/COUNTY-  AL/AUTAUGA
 CN0935  USGS QUAD   -  AUTAUGAVILLE (1982)
 CN0935
 CN0935                         *CURRENT SURVEY CONTROL
 CN0935  ___________________________________________________________________
 CN0935* NAD 83(1986)-  32 24 51.     (N)    086 39 55.     (W)     SCALED    
 CN0935* NAVD 88     -        59.099  (meters)     193.89   (feet)  ADJUSTED  
 CN0935  ___________________________________________________________________
 CN0935  GEOID HEIGHT-         -28.04  (meters)                     GEOID03
 CN0935  DYNAMIC HT  -          59.032 (meters)     193.67  (feet)  COMP
 CN0935  MODELED GRAV-     979,503.5   (mgal)                       NAVD 88
 CN0935
 CN0935  VERT ORDER  -  SECOND    CLASS 0
 CN0935
 CN0935.The horizontal coordinates were scaled from a topographic map and have
 CN0935.an estimated accuracy of +/- 6 seconds.
 CN0935
 CN0935.The orthometric height was determined by differential leveling
 CN0935.and adjusted by the National Geodetic Survey in June 1991..
 CN0935
 CN0935.The geoid height was determined by GEOID03.
 CN0935
 CN0935.The dynamic height is computed by dividing the NAVD 88
 CN0935.geopotential number by the normal gravity value computed on the
 CN0935.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0935.degrees latitude (g = 980.6199 gals.).
 CN0935
 CN0935.The modeled gravity was interpolated from observed gravity values.
 CN0935
 CN0935;                    North         East    Units  Estimated Accuracy
 CN0935;SPC AL W     -   267,960.      678,520.      MT  (+/- 180 meters Scaled)
 CN0935
 CN0935                          SUPERSEDED SURVEY CONTROL
 CN0935
 CN0935  NGVD 29 (??/??/92)   59.075  (m)          193.82   (f) ADJ UNCH    2 0
 CN0935
 CN0935.Superseded values are not recommended for survey control.
 CN0935.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0935.See file dsdata.txt to determine how the superseded data were derived.
 CN0935
 CN0935_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA314863(NAD 83)
 CN0935_MARKER: DB = BENCH MARK DISK
 CN0935_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0935_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0935_STAMPING: G 141 1943
 CN0935_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0935+STABILITY: SURFACE MOTION
 CN0935
 CN0935  HISTORY     - Date     Condition        Report By
 CN0935  HISTORY     - 1943     MONUMENTED       CGS
 CN0935  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0935
 CN0935                          STATION DESCRIPTION
 CN0935
 CN0935'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CN0935'1.8 MI S FROM AUTAUGAVILLE.
 CN0935'1.8 MILES SOUTH ALONG A COUNTY ROAD FROM THE POST OFFICE AT
 CN0935'AUTAUGAVILLE.  SET AT THE INTERSECTION OF A SIDE ROAD LEADING INTO THE
 CN0935'STATE FOREST NURSERY.  35 FEET SOUTH OF THE CENTER-LINE OF THE SIDE
 CN0935'ROAD, 27 FEET WEST OF THE CENTER-LINE OF THE MAIN ROAD, 1.0 FOOT EAST
 CN0935'OF THE REFERENCE POST.
 CN0935
 CN0935                          STATION RECOVERY (1975)
 CN0935
 CN0935'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0935'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0427 ***********************************************************************
 CN0427  DESIGNATION -  G 144
 CN0427  PID         -  CN0427
 CN0427  STATE/COUNTY-  AL/MONTGOMERY
 CN0427  USGS QUAD   -  RAMER (1971)
 CN0427
 CN0427                         *CURRENT SURVEY CONTROL
 CN0427  ___________________________________________________________________
 CN0427* NAD 83(1986)-  32 01 58.     (N)    086 12 35.     (W)     SCALED    
 CN0427* NAVD 88     -       156.002  (meters)     511.82   (feet)  ADJUSTED  
 CN0427  ___________________________________________________________________
 CN0427  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 CN0427  DYNAMIC HT  -         155.819 (meters)     511.22  (feet)  COMP
 CN0427  MODELED GRAV-     979,460.6   (mgal)                       NAVD 88
 CN0427
 CN0427  VERT ORDER  -  FIRST     CLASS I
 CN0427
 CN0427.The horizontal coordinates were scaled from a topographic map and have
 CN0427.an estimated accuracy of +/- 6 seconds.
 CN0427
 CN0427.The orthometric height was determined by differential leveling
 CN0427.and adjusted by the National Geodetic Survey in June 1991..
 CN0427
 CN0427.The geoid height was determined by GEOID03.
 CN0427
 CN0427.The dynamic height is computed by dividing the NAVD 88
 CN0427.geopotential number by the normal gravity value computed on the
 CN0427.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0427.degrees latitude (g = 980.6199 gals.).
 CN0427
 CN0427.The modeled gravity was interpolated from observed gravity values.
 CN0427
 CN0427;                    North         East    Units  Estimated Accuracy
 CN0427;SPC AL E     -   170,000.      164,450.      MT  (+/- 180 meters Scaled)
 CN0427
 CN0427                          SUPERSEDED SURVEY CONTROL
 CN0427
 CN0427  NGVD 29 (??/??/92)  155.970  (m)          511.71   (f) ADJ UNCH    1 1
 CN0427
 CN0427.Superseded values are not recommended for survey control.
 CN0427.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0427.See file dsdata.txt to determine how the superseded data were derived.
 CN0427
 CN0427_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA746443(NAD 83)
 CN0427_MARKER: DB = BENCH MARK DISK
 CN0427_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0427_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0427_STAMPING: G 144 1943
 CN0427_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0427+STABILITY: SURFACE MOTION
 CN0427
 CN0427  HISTORY     - Date     Condition        Report By
 CN0427  HISTORY     - 1943     MONUMENTED       CGS
 CN0427  HISTORY     - 1967     GOOD             NGS
 CN0427
 CN0427                          STATION DESCRIPTION
 CN0427
 CN0427'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0427'1.2 MI SE FROM RAMER.
 CN0427'ABOUT 1.2 MILES SOUTHEAST ALONG THE SEABOARD COAST LINE RAILROAD FROM
 CN0427'THE STATION AT RAMER, 0.25 MILE NORTH OF MILEPOST N 875, AT AN
 CN0427'EAST-WEST GRAVELED ROAD CROSSING, 54 FEET NORTHWEST OF THE CENTER OF
 CN0427'THE ROAD CROSSING THE TRACK, 45 FEET WEST OF THE WEST RAIL, 31 FEET
 CN0427'NORTH OF THE CENTER LINE OF THE GRAVELED ROAD, 3 FEET EAST OF A FENCE
 CN0427'LINE, 2 FEET NORTH OF A METAL WITNESS POST, 1 FOOT ABOVE THE LEVEL OF
 CN0427'THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES
 CN0427'ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1084 ***********************************************************************
 CM1084  DESIGNATION -  G 145
 CM1084  PID         -  CM1084
 CM1084  STATE/COUNTY-  AL/BULLOCK
 CM1084  USGS QUAD   -  ALMERIA (1971)
 CM1084
 CM1084                         *CURRENT SURVEY CONTROL
 CM1084  ___________________________________________________________________
 CM1084* NAD 83(1986)-  32 01 43.     (N)    085 47 16.     (W)     SCALED    
 CM1084* NAVD 88     -       145.616  (meters)     477.74   (feet)  ADJUSTED  
 CM1084  ___________________________________________________________________
 CM1084  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 CM1084  DYNAMIC HT  -         145.444 (meters)     477.18  (feet)  COMP
 CM1084  MODELED GRAV-     979,455.9   (mgal)                       NAVD 88
 CM1084
 CM1084  VERT ORDER  -  SECOND    CLASS 0
 CM1084
 CM1084.The horizontal coordinates were scaled from a topographic map and have
 CM1084.an estimated accuracy of +/- 6 seconds.
 CM1084
 CM1084.The orthometric height was determined by differential leveling
 CM1084.and adjusted by the National Geodetic Survey in June 1991..
 CM1084
 CM1084.The geoid height was determined by GEOID03.
 CM1084
 CM1084.The dynamic height is computed by dividing the NAVD 88
 CM1084.geopotential number by the normal gravity value computed on the
 CM1084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1084.degrees latitude (g = 980.6199 gals.).
 CM1084
 CM1084.The modeled gravity was interpolated from observed gravity values.
 CM1084
 CM1084;                    North         East    Units  Estimated Accuracy
 CM1084;SPC AL E     -   169,480.      204,300.      MT  (+/- 180 meters Scaled)
 CM1084
 CM1084                          SUPERSEDED SURVEY CONTROL
 CM1084
 CM1084  NGVD 29 (??/??/92)  145.603  (m)          477.70   (f) ADJ UNCH    2 0
 CM1084
 CM1084.Superseded values are not recommended for survey control.
 CM1084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1084.See file dsdata.txt to determine how the superseded data were derived.
 CM1084
 CM1084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA144442(NAD 83)
 CM1084_MARKER: DB = BENCH MARK DISK
 CM1084_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1084_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1084_STAMPING: G 145 1943
 CM1084_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1084+STABILITY: SURFACE MOTION
 CM1084
 CM1084  HISTORY     - Date     Condition        Report By
 CM1084  HISTORY     - 1943     MONUMENTED       CGS
 CM1084  HISTORY     - 1972     MARK NOT FOUND   USGS
 CM1084
 CM1084                          STATION DESCRIPTION
 CM1084
 CM1084'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1084'2.7 MI W FROM INVERNESS.
 CM1084'2.7 MILES WEST OF THE POST OFFICE AT INVERNESS, ALONG GRADED
 CM1084'COUNTY ROAD, SET ON THE SIDE OF A LONG HILL, 25 FEET SOUTH OF
 CM1084'CENTER-LINE OF THE GRADED ROAD, 18 FEET WEST OF A 12 INCH OAK
 CM1084'TREE WITH PAINTED BLAZE, 12 FEET EAST OF A 36 INCH OAK TREE WITH
 CM1084'PAINTED BLAZE, 1 FOOT NORTH OF REFERENCE POST, BENCH MARK DISK SET
 CM1084'IN TOP OF CONCRETE POST.
 CM1084
 CM1084                          STATION RECOVERY (1972)
 CM1084
 CM1084'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CM1084'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1088 ***********************************************************************
 CM1088  DESIGNATION -  G 146
 CM1088  PID         -  CM1088
 CM1088  STATE/COUNTY-  AL/BULLOCK
 CM1088  USGS QUAD   -  ALMERIA (1971)
 CM1088
 CM1088                         *CURRENT SURVEY CONTROL
 CM1088  ___________________________________________________________________
 CM1088* NAD 83(1986)-  32 03 01.     (N)    085 50 14.     (W)     SCALED    
 CM1088* NAVD 88     -       174.947  (meters)     573.97   (feet)  ADJUSTED  
 CM1088  ___________________________________________________________________
 CM1088  GEOID HEIGHT-         -27.01  (meters)                     GEOID03
 CM1088  DYNAMIC HT  -         174.740 (meters)     573.29  (feet)  COMP
 CM1088  MODELED GRAV-     979,453.0   (mgal)                       NAVD 88
 CM1088
 CM1088  VERT ORDER  -  SECOND    CLASS 0
 CM1088
 CM1088.The horizontal coordinates were scaled from a topographic map and have
 CM1088.an estimated accuracy of +/- 6 seconds.
 CM1088
 CM1088.The orthometric height was determined by differential leveling
 CM1088.and adjusted by the National Geodetic Survey in June 1991..
 CM1088
 CM1088.The geoid height was determined by GEOID03.
 CM1088
 CM1088.The dynamic height is computed by dividing the NAVD 88
 CM1088.geopotential number by the normal gravity value computed on the
 CM1088.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1088.degrees latitude (g = 980.6199 gals.).
 CM1088
 CM1088.The modeled gravity was interpolated from observed gravity values.
 CM1088
 CM1088;                    North         East    Units  Estimated Accuracy
 CM1088;SPC AL E     -   171,880.      199,630.      MT  (+/- 180 meters Scaled)
 CM1088
 CM1088                          SUPERSEDED SURVEY CONTROL
 CM1088
 CM1088  NGVD 29 (??/??/92)  174.931  (m)          573.92   (f) ADJ UNCH    2 0
 CM1088
 CM1088.Superseded values are not recommended for survey control.
 CM1088.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1088.See file dsdata.txt to determine how the superseded data were derived.
 CM1088
 CM1088_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA097466(NAD 83)
 CM1088_MARKER: DB = BENCH MARK DISK
 CM1088_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1088_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1088_STAMPING: G 146 1943
 CM1088_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1088+STABILITY: SURFACE MOTION
 CM1088
 CM1088  HISTORY     - Date     Condition        Report By
 CM1088  HISTORY     - 1943     MONUMENTED       CGS
 CM1088
 CM1088                          STATION DESCRIPTION
 CM1088
 CM1088'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1088'6.5 MI W FROM INVERNESS.
 CM1088'6.5 MILES WEST OF THE POST OFFICE AT INVERNESS, ALONG GRADED
 CM1088'COUNTY ROAD, SET AT A POINT WHERE THE POWER LINE CROSSES THE
 CM1088'ROAD, 33 FEET NORTH OF CENTER-LINE OF THE GRADED ROAD, 18 FEET
 CM1088'WEST OF A 16 INCH OAK TREE, 41 FEET WEST OF THE CENTER-LINE OF A
 CM1088'ROAD LEADING NORTH, 38 FEET WEST OF POWER POLE NO. 1, 1.4 FEET
 CM1088'WEST OF REFERENCE POST, BENCH MARK DISK SET IN TOP OF CONCRETE
 CM1088'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0856 ***********************************************************************
 BT0856  DESIGNATION -  G 147
 BT0856  PID         -  BT0856
 BT0856  STATE/COUNTY-  AL/HENRY
 BT0856  USGS QUAD   -  COLUMBIA (1981)
 BT0856
 BT0856                         *CURRENT SURVEY CONTROL
 BT0856  ___________________________________________________________________
 BT0856* NAD 83(1986)-  31 21 14.     (N)    085 06 30.     (W)     SCALED    
 BT0856* NAVD 88     -        68.825  (meters)     225.80   (feet)  ADJUSTED  
 BT0856  ___________________________________________________________________
 BT0856  GEOID HEIGHT-         -27.06  (meters)                     GEOID03
 BT0856  DYNAMIC HT  -          68.740 (meters)     225.52  (feet)  COMP
 BT0856  MODELED GRAV-     979,411.6   (mgal)                       NAVD 88
 BT0856
 BT0856  VERT ORDER  -  SECOND    CLASS 0
 BT0856
 BT0856.The horizontal coordinates were scaled from a topographic map and have
 BT0856.an estimated accuracy of +/- 6 seconds.
 BT0856
 BT0856.The orthometric height was determined by differential leveling
 BT0856.and adjusted by the National Geodetic Survey in June 1991..
 BT0856
 BT0856.The geoid height was determined by GEOID03.
 BT0856
 BT0856.The dynamic height is computed by dividing the NAVD 88
 BT0856.geopotential number by the normal gravity value computed on the
 BT0856.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0856.degrees latitude (g = 980.6199 gals.).
 BT0856
 BT0856.The modeled gravity was interpolated from observed gravity values.
 BT0856
 BT0856;                    North         East    Units  Estimated Accuracy
 BT0856;SPC AL E     -    94,890.      268,980.      MT  (+/- 180 meters Scaled)
 BT0856
 BT0856                          SUPERSEDED SURVEY CONTROL
 BT0856
 BT0856  NGVD 29 (??/??/92)   68.903  (m)          226.06   (f) ADJ UNCH    2 0
 BT0856
 BT0856.Superseded values are not recommended for survey control.
 BT0856.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0856.See file dsdata.txt to determine how the superseded data were derived.
 BT0856
 BT0856_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV799703(NAD 83)
 BT0856_MARKER: DB = BENCH MARK DISK
 BT0856_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0856_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0856_STAMPING: G 147 1943
 BT0856_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0856+STABILITY: SURFACE MOTION
 BT0856
 BT0856  HISTORY     - Date     Condition        Report By
 BT0856  HISTORY     - 1943     MONUMENTED       CGS
 BT0856
 BT0856                          STATION DESCRIPTION
 BT0856
 BT0856'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BT0856'4.1 MI S FROM HALEBURG.
 BT0856'4.1 MILES SOUTH OF THE POST OFFICE AT HALEBURG, ALONG STATE ROAD
 BT0856'NO. 95, SET ON THE WEST SIDE OF A SMALL PECAN GROVE, 54 FEET
 BT0856'EAST OF THE CENTERLINE OF THE STATE ROAD, 25 FEET NORTH OF A
 BT0856'16 INCH PECAN TREE, 1.6 FEET WEST OF A WIRE FENCE, 1 FOOT NORTH
 BT0856'OF REFERENCE POST, BENCH MARK DISK SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0563 ***********************************************************************
 BU0563  DESIGNATION -  G 148
 BU0563  PID         -  BU0563
 BU0563  STATE/COUNTY-  AL/CONECUH
 BU0563  USGS QUAD   -  LYEFFION (1986)
 BU0563
 BU0563                         *CURRENT SURVEY CONTROL
 BU0563  ___________________________________________________________________
 BU0563* NAD 83(1992)-  31 34 06.05489(N)    086 57 48.95254(W)     ADJUSTED  
 BU0563* NAVD 88     -       142.436  (meters)     467.31   (feet)  ADJUSTED  
 BU0563  ___________________________________________________________________
 BU0563  LAPLACE CORR-           1.55  (seconds)                    DEFLEC99
 BU0563  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BU0563  DYNAMIC HT  -         142.261 (meters)     466.73  (feet)  COMP
 BU0563  MODELED GRAV-     979,412.0   (mgal)                       NAVD 88
 BU0563
 BU0563  HORZ ORDER  -  SECOND
 BU0563  VERT ORDER  -  SECOND    CLASS 0
 BU0563
 BU0563.The horizontal coordinates were established by classical geodetic methods
 BU0563.and adjusted by the National Geodetic Survey in December 1992..
 BU0563
 BU0563.The orthometric height was determined by differential leveling
 BU0563.and adjusted by the National Geodetic Survey in June 1991..
 BU0563
 BU0563.The Laplace correction was computed from DEFLEC99 derived deflections.
 BU0563
 BU0563.The geoid height was determined by GEOID03.
 BU0563
 BU0563.The dynamic height is computed by dividing the NAVD 88
 BU0563.geopotential number by the normal gravity value computed on the
 BU0563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0563.degrees latitude (g = 980.6199 gals.).
 BU0563
 BU0563.The modeled gravity was interpolated from observed gravity values.
 BU0563
 BU0563;                    North         East     Units Scale Factor Converg.
 BU0563;SPC AL W     -   173,989.406   650,919.279   MT  0.99996530   +0 16 51.0
 BU0563;UTM  16      - 3,492,592.590   503,454.381   MT  0.99960015   +0 01 08.6
 BU0563
 BU0563!             -  Elev Factor  x  Scale Factor =   Combined Factor
 BU0563!SPC AL W     -   0.99998196  x   0.99996530  =   0.99994726
 BU0563!UTM  16      -   0.99998196  x   0.99960015  =   0.99958212
 BU0563
 BU0563                          SUPERSEDED SURVEY CONTROL
 BU0563
 BU0563  NAD 83(1986)-  31 34 06.06822(N)    086 57 48.95414(W) AD(       ) 2
 BU0563  NAD 27      -  31 34 05.48700(N)    086 57 49.04100(W) AD(       ) 2
 BU0563  NGVD 29 (??/??/92)  142.420  (m)          467.26   (f) ADJ UNCH    2 0
 BU0563
 BU0563.Superseded values are not recommended for survey control.
 BU0563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0563.See file dsdata.txt to determine how the superseded data were derived.
 BU0563
 BU0563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV0345492593(NAD 83)
 BU0563_MARKER: DB = BENCH MARK DISK
 BU0563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0563_STAMPING: G 148 1943
 BU0563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0563+STABILITY: SURFACE MOTION
 BU0563
 BU0563  HISTORY     - Date     Condition        Report By
 BU0563  HISTORY     - 1944     MONUMENTED       CGS
 BU0563  HISTORY     - 1961     GOOD             NGS
 BU0563
 BU0563                          STATION DESCRIPTION
 BU0563
 BU0563'DESCRIBED BY COAST AND GEODETIC SURVEY 1944 (FN)
 BU0563'STATION IS A C. AND G.S. DISK.  IT IS LOCATED ABOUT 9.5 MILES
 BU0563'N OF THE VILLAGE OF EVERGREEN, IN THE SE CORNER OF THE 100-FOOT
 BU0563'PLOT OF LAND THAT HAS BEEN LEASED BY THE AIRWAYS, 29 FEET N OF
 BU0563'THE CENTER LINE OF A GRADED DIRT ROAD, 20 FEET S OF A
 BU0563'POWER-TRANSMISSION LINE POLE, AND 1.6 FEET N OF A WOODEN WITNESS
 BU0563'POST.  IT IS A BRONZE DISK SET IN THE TOP OF A CONCRETE POST
 BU0563'THAT PROJECTS ABOUT 1 INCH.  IT IS STAMPED G 148 1943.
 BU0563'
 BU0563'A TRAVERSE CONNECTION WAS MADE FROM TRIANGULATION STATION BEACON
 BU0563'TO B.M. G-148.  IT IS 29.534 METERS (96.90 FEET) SE OF THE
 BU0563'STATION.
 BU0563'
 BU0563'TO REACH THE STATION FROM THE EVERGREEN POST OFFICE, GO W 1
 BU0563'BLOCK, THENCE RIGHT ON STATE HIGHWAY 83 FOR 6.6 MILES TO A
 BU0563'Y-INTERSECTION, HERE KEEP RIGHT ON GRADED DIRT FOR 2.6 MILES
 BU0563'TO THE LYEFFION STORE ON THE RIGHT, CONTINUE N ON MAIN ROAD FOR
 BU0563'2.0 MILES TO A CROSS ROAD, HERE TURN RIGHT AND GO E FOR 0.8 MILE
 BU0563'TO AN AIRWAY BEACON ON THE LEFT AND BENCH MARK.
 BU0563
 BU0563                          STATION RECOVERY (1961)
 BU0563
 BU0563'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 BU0563'11.4 MI N FROM EVERGREEN.
 BU0563'LOCATED 1 BLOCK WEST OF THE POST OFFICE IN EVERGREEN, THENCE 11.4
 BU0563'MILES NORTH ALONG STATE HIGHWAY 83 TO A CROSS ROAD, THENCE EAST ALONG
 BU0563'PAVED ROAD FOR 0.8 MILE TO THE MARK ON THE LEFT.  IT IS ON PROPERTY
 BU0563'OWNED BY W.D. DAVIS, 54 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 BU0563'12-FOOT SQUARE CONCRETE BASE OF THE ABANDONED AIRWAY BEACON, 40 FEET
 BU0563'NORTH OF THE CENTER OF THE ROAD, 1 FOOT NORTH OF A FENCE LINE AND 1
 BU0563'FOOR NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, SET IN THE
 BU0563'TOP OF A 6-INCH SQUARE CONCRETE POST FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1190 ***********************************************************************
 CM1190  DESIGNATION -  G 149
 CM1190  PID         -  CM1190
 CM1190  STATE/COUNTY-  AL/MACON
 CM1190  USGS QUAD   -  SHORTER (1981)
 CM1190
 CM1190                         *CURRENT SURVEY CONTROL
 CM1190  ___________________________________________________________________
 CM1190* NAD 83(1986)-  32 22 49.     (N)    085 58 42.     (W)     SCALED    
 CM1190* NAVD 88     -        67.821  (meters)     222.51   (feet)  ADJUSTED  
 CM1190  ___________________________________________________________________
 CM1190  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CM1190  DYNAMIC HT  -          67.742 (meters)     222.25  (feet)  COMP
 CM1190  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CM1190
 CM1190  VERT ORDER  -  SECOND    CLASS 0
 CM1190
 CM1190.The horizontal coordinates were scaled from a topographic map and have
 CM1190.an estimated accuracy of +/- 6 seconds.
 CM1190
 CM1190.The orthometric height was determined by differential leveling
 CM1190.and adjusted by the National Geodetic Survey in June 1991..
 CM1190
 CM1190.The geoid height was determined by GEOID03.
 CM1190
 CM1190.The dynamic height is computed by dividing the NAVD 88
 CM1190.geopotential number by the normal gravity value computed on the
 CM1190.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1190.degrees latitude (g = 980.6199 gals.).
 CM1190
 CM1190.The modeled gravity was interpolated from observed gravity values.
 CM1190
 CM1190;                    North         East    Units  Estimated Accuracy
 CM1190;SPC AL E     -   208,480.      186,360.      MT  (+/- 180 meters Scaled)
 CM1190
 CM1190                          SUPERSEDED SURVEY CONTROL
 CM1190
 CM1190  NGVD 29 (??/??/92)   67.801  (m)          222.44   (f) ADJ UNCH    2 0
 CM1190
 CM1190.Superseded values are not recommended for survey control.
 CM1190.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1190.See file dsdata.txt to determine how the superseded data were derived.
 CM1190
 CM1190_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA961830(NAD 83)
 CM1190_MARKER: DB = BENCH MARK DISK
 CM1190_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1190_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1190_STAMPING: G 149 1943
 CM1190_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1190+STABILITY: SURFACE MOTION
 CM1190
 CM1190  HISTORY     - Date     Condition        Report By
 CM1190  HISTORY     - 1943     MONUMENTED       CGS
 CM1190
 CM1190                          STATION DESCRIPTION
 CM1190
 CM1190'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 CM1190'2.1 MI SE FROM TYSONVILLE.
 CM1190'2.1 MILES SOUTHEAST ALONG A COUNTY GRAVEL ROAD FROM THE WESTERN OF
 CM1190'ALABAMA RAILROAD STATION AT TYSONVILLE, 0.7 MILE SOUTH OF THE
 CM1190'CROSSING OF U.S. HIGHWAY NO. 80, SET IN THE NORTHEAST ANGLE FORMED
 CM1190'BY JUNCTION OF A GRAVEL ROAD LEADING EAST, 71.4 FEET NORTHWEST OF
 CM1190'A LARGE CEDAR TREE, 49.0 FEET NORTH OF CENTER-LINE OF THE ROAD
 CM1190'LEADING EAST, 24.0 FEET EAST OF CENTER-LINE OF THE MAIN ROAD, 3.9
 CM1190'FEET EAST OF A WIRE FENCE, 2.1 FEET SOUTH OF A GUY WIRE POLE FOR
 CM1190'TELEPHONE POLE NO. 19435, A DISK SET IN TOP OF A CONCRETE POST
 CM1190'PROJECTING ABOUT 0.4 FOOT ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1006 ***********************************************************************
 EF1006  DESIGNATION -  G 15
 EF1006  PID         -  EF1006
 EF1006  STATE/COUNTY-  AL/LAUDERDALE
 EF1006  USGS QUAD   -  FLORENCE (1971)
 EF1006
 EF1006                         *CURRENT SURVEY CONTROL
 EF1006  ___________________________________________________________________
 EF1006* NAD 83(1986)-  34 49 23.     (N)    087 37 33.     (W)     SCALED    
 EF1006* NAVD 88     -       187.853  (meters)     616.31   (feet)  POSTED    
 EF1006  ___________________________________________________________________
 EF1006  GEOID HEIGHT-         -27.21  (meters)                     GEOID03
 EF1006  DYNAMIC HT  -         187.670 (meters)     615.71  (feet)  COMP
 EF1006  MODELED GRAV-     979,677.0   (mgal)                       NAVD 88
 EF1006
 EF1006  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1006
 EF1006.The horizontal coordinates were scaled from a topographic map and have
 EF1006.an estimated accuracy of +/- 6 seconds.
 EF1006
 EF1006.The orthometric height was determined by differential leveling
 EF1006.and adjusted by the National Geodetic Survey in 1992..
 EF1006.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1006.rate of 0.0 thru 1.0 mm/km.
 EF1006
 EF1006.The geoid height was determined by GEOID03.
 EF1006
 EF1006.The dynamic height is computed by dividing the NAVD 88
 EF1006.geopotential number by the normal gravity value computed on the
 EF1006.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1006.degrees latitude (g = 980.6199 gals.).
 EF1006
 EF1006.The modeled gravity was interpolated from observed gravity values.
 EF1006
 EF1006;                    North         East    Units  Estimated Accuracy
 EF1006;SPC AL W     -   534,820.      588,490.      MT  (+/- 180 meters Scaled)
 EF1006
 EF1006                          SUPERSEDED SURVEY CONTROL
 EF1006
 EF1006  NGVD 29 (??/??/92)  187.813  (m)          616.18   (f) ADJ UNCH    1 2
 EF1006
 EF1006.Superseded values are not recommended for survey control.
 EF1006.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1006.See file dsdata.txt to determine how the superseded data were derived.
 EF1006
 EF1006_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD427535(NAD 83)
 EF1006_MARKER: DB = BENCH MARK DISK
 EF1006_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1006_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1006_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1006+STABILITY: SURFACE MOTION
 EF1006
 EF1006  HISTORY     - Date     Condition        Report By
 EF1006  HISTORY     - UNK      MONUMENTED       CGS
 EF1006  HISTORY     - 1933     GOOD             NGS
 EF1006  HISTORY     - 1972     MARK NOT FOUND   TVA
 EF1006
 EF1006                          STATION DESCRIPTION
 EF1006
 EF1006'DESCRIBED BY NATIONAL GEODETIC SURVEY 1933
 EF1006'3 MI E FROM FLORENCE.
 EF1006'LOCATED ALONG THE R. OF W. OF U.S. HWY. NO. 72.  AT THE INTERSECTION
 EF1006'OF HWY. AND GOVERNMENT ROAD SOUTH TO WILSON DAM.  26.5 FT. SOUTH OF
 EF1006'THE CENTER LINE OF HWY. 72.  AND 57 FT. EAST OF THE CENTER OF Y OF
 EF1006'WILSON DAM RD. AND ON THE S.W. CORNER OF Y.
 EF1006
 EF1006                          STATION RECOVERY (1972)
 EF1006
 EF1006'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 EF1006'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0593 ***********************************************************************
 CM0593  DESIGNATION -  G 150
 CM0593  PID         -  CM0593
 CM0593  STATE/COUNTY-  AL/LEE
 CM0593  USGS QUAD   -  AUBURN (1983)
 CM0593
 CM0593                         *CURRENT SURVEY CONTROL
 CM0593  ___________________________________________________________________
 CM0593* NAD 83(1986)-  32 31 11.     (N)    085 22 59.     (W)     SCALED    
 CM0593* NAVD 88     -       192.538  (meters)     631.69   (feet)  ADJUSTED  
 CM0593  ___________________________________________________________________
 CM0593  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CM0593  DYNAMIC HT  -         192.312 (meters)     630.94  (feet)  COMP
 CM0593  MODELED GRAV-     979,456.6   (mgal)                       NAVD 88
 CM0593
 CM0593  VERT ORDER  -  SECOND    CLASS 0
 CM0593
 CM0593.The horizontal coordinates were scaled from a topographic map and have
 CM0593.an estimated accuracy of +/- 6 seconds.
 CM0593
 CM0593.The orthometric height was determined by differential leveling
 CM0593.and adjusted by the National Geodetic Survey in June 1991..
 CM0593
 CM0593.The geoid height was determined by GEOID03.
 CM0593
 CM0593.The dynamic height is computed by dividing the NAVD 88
 CM0593.geopotential number by the normal gravity value computed on the
 CM0593.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0593.degrees latitude (g = 980.6199 gals.).
 CM0593
 CM0593.The modeled gravity was interpolated from observed gravity values.
 CM0593
 CM0593;                    North         East    Units  Estimated Accuracy
 CM0593;SPC AL E     -   224,020.      242,310.      MT  (+/- 180 meters Scaled)
 CM0593
 CM0593                          SUPERSEDED SURVEY CONTROL
 CM0593
 CM0593  NGVD 29 (??/??/92)  192.510  (m)          631.59   (f) ADJ UNCH    2 0
 CM0593
 CM0593.Superseded values are not recommended for survey control.
 CM0593.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0593.See file dsdata.txt to determine how the superseded data were derived.
 CM0593
 CM0593_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA518991(NAD 83)
 CM0593_MARKER: DB = BENCH MARK DISK
 CM0593_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0593_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0593_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0593+STABILITY: SURFACE MOTION
 CM0593
 CM0593  HISTORY     - Date     Condition        Report By
 CM0593  HISTORY     - UNK      MONUMENTED       CGS
 CM0593
 CM0593                          STATION DESCRIPTION
 CM0593
 CM0593'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0593'5.6 MI N FROM MARVYN.
 CM0593'5.6 MILES NORTH ALONG STATE HIGHWAY NO. 37 FROM THE JUNCTION WITH
 CM0593'U.S. HIGHWAY NO. 80 AT MARVYN, 2.3 MILES SOUTH OF THE BEAUREGARD
 CM0593'HIGH SCHOOL, ABOUT 0.1 MILE NORTH OF A SIDE ROAD LEADING EAST,
 CM0593'75.5 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOME OF J.D.
 CM0593'FIELDS, 48.5 FEET EAST OF CENTER-LINE OF THE HIGHWAY, 1.2 FEET
 CM0593'WEST OF A WIRE FENCE, 1.6 FEET SOUTH OF REFERENCE POST, A DISK
 CM0593'SET IN TOP OF A CONCRETE POST PROJECTING ABOUT 0.4 FOOT ABOVE THE
 CM0593'GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BV0068 ***********************************************************************
 BV0068  DESIGNATION -  G 151
 BV0068  PID         -  BV0068
 BV0068  STATE/COUNTY-  AL/CLARKE
 BV0068  USGS QUAD   -  WOODS BLUFF (1972)
 BV0068
 BV0068                         *CURRENT SURVEY CONTROL
 BV0068  ___________________________________________________________________
 BV0068* NAD 83(1986)-  31 52 32.     (N)    088 04 24.     (W)     SCALED    
 BV0068* NAVD 88     -        99.613  (meters)     326.81   (feet)  ADJUSTED  
 BV0068  ___________________________________________________________________
 BV0068  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 BV0068  DYNAMIC HT  -          99.495 (meters)     326.43  (feet)  COMP
 BV0068  MODELED GRAV-     979,459.7   (mgal)                       NAVD 88
 BV0068
 BV0068  VERT ORDER  -  SECOND    CLASS 0
 BV0068
 BV0068.The horizontal coordinates were scaled from a topographic map and have
 BV0068.an estimated accuracy of +/- 6 seconds.
 BV0068
 BV0068.The orthometric height was determined by differential leveling
 BV0068.and adjusted by the National Geodetic Survey in June 1991..
 BV0068
 BV0068.The geoid height was determined by GEOID03.
 BV0068
 BV0068.The dynamic height is computed by dividing the NAVD 88
 BV0068.geopotential number by the normal gravity value computed on the
 BV0068.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BV0068.degrees latitude (g = 980.6199 gals.).
 BV0068
 BV0068.The modeled gravity was interpolated from observed gravity values.
 BV0068
 BV0068;                    North         East    Units  Estimated Accuracy
 BV0068;SPC AL W     -   208,070.      545,750.      MT  (+/- 180 meters Scaled)
 BV0068
 BV0068                          SUPERSEDED SURVEY CONTROL
 BV0068
 BV0068  NGVD 29 (??/??/92)   99.598  (m)          326.76   (f) ADJ UNCH    2 0
 BV0068
 BV0068.Superseded values are not recommended for survey control.
 BV0068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BV0068.See file dsdata.txt to determine how the superseded data were derived.
 BV0068
 BV0068_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCA984271(NAD 83)
 BV0068_MARKER: DB = BENCH MARK DISK
 BV0068_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BV0068_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BV0068_STAMPING: G 151 1943
 BV0068_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BV0068+STABILITY: SURFACE MOTION
 BV0068
 BV0068  HISTORY     - Date     Condition        Report By
 BV0068  HISTORY     - 1943     MONUMENTED       CGS
 BV0068  HISTORY     - 1971     MARK NOT FOUND   USGS
 BV0068
 BV0068                          STATION DESCRIPTION
 BV0068
 BV0068'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 BV0068'7.4 MI SW FROM CAMPBELL.
 BV0068'7.4 MILES SOUTHWEST ALONG GRADED COUNTY ROAD FROM THE POST OFFICE AT
 BV0068'CAMPBELL, CLARKE COUNTY, AT THE SUMMIT OF A HILL (THE HILL SLOPES TO
 BV0068'THE WEST), 20.6 FEET NORTH OF THE CENTER LINE OF THE MAIN ROAD, 12.4
 BV0068'FEET NORTHWEST OF THE CENTER LINE OF A SIDE LEADING NORTHEAST INTO
 BV0068'SOME WOODS, AND 1.5 FEET SOUTH OF A WHITE WOODEN WITNESS POST.  A
 BV0068'STANDARD DISK, STAMPED G 151 1943 AND SET IN THE TOP OF A CONCRETE
 BV0068'POST PROJECTING 0.4 FOOT ABOVE GROUND.
 BV0068
 BV0068                          STATION RECOVERY (1971)
 BV0068
 BV0068'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 BV0068'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2447 ***********************************************************************
 CN2447  DESIGNATION -  G 152
 CN2447  PID         -  CN2447
 CN2447  STATE/COUNTY-  AL/MARENGO
 CN2447  USGS QUAD   -  MYRTLEWOOD SOUTH (1978)
 CN2447
 CN2447                         *CURRENT SURVEY CONTROL
 CN2447  ___________________________________________________________________
 CN2447* NAD 83(1986)-  32 11 12.     (N)    087 57 32.     (W)     SCALED    
 CN2447* NAVD 88     -        67.436  (meters)     221.25   (feet)  ADJUSTED  
 CN2447  ___________________________________________________________________
 CN2447  GEOID HEIGHT-         -28.13  (meters)                     GEOID03
 CN2447  DYNAMIC HT  -          67.358 (meters)     220.99  (feet)  COMP
 CN2447  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 CN2447
 CN2447  VERT ORDER  -  SECOND    CLASS 0
 CN2447
 CN2447.The horizontal coordinates were scaled from a topographic map and have
 CN2447.an estimated accuracy of +/- 6 seconds.
 CN2447
 CN2447.The orthometric height was determined by differential leveling
 CN2447.and adjusted by the National Geodetic Survey in June 1991..
 CN2447
 CN2447.The geoid height was determined by GEOID03.
 CN2447
 CN2447.The dynamic height is computed by dividing the NAVD 88
 CN2447.geopotential number by the normal gravity value computed on the
 CN2447.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2447.degrees latitude (g = 980.6199 gals.).
 CN2447
 CN2447.The modeled gravity was interpolated from observed gravity values.
 CN2447
 CN2447;                    North         East    Units  Estimated Accuracy
 CN2447;SPC AL W     -   242,510.      556,730.      MT  (+/- 180 meters Scaled)
 CN2447
 CN2447                          SUPERSEDED SURVEY CONTROL
 CN2447
 CN2447  NGVD 29 (??/??/92)   67.418  (m)          221.19   (f) ADJ UNCH    2 0
 CN2447
 CN2447.Superseded values are not recommended for survey control.
 CN2447.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2447.See file dsdata.txt to determine how the superseded data were derived.
 CN2447
 CN2447_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA096615(NAD 83)
 CN2447_MARKER: DB = BENCH MARK DISK
 CN2447_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2447_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2447_STAMPING: G 152 1943
 CN2447_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2447+STABILITY: SURFACE MOTION
 CN2447
 CN2447  HISTORY     - Date     Condition        Report By
 CN2447  HISTORY     - 1943     MONUMENTED       CGS
 CN2447  HISTORY     - 1952     POOR             NGS
 CN2447
 CN2447                          STATION DESCRIPTION
 CN2447
 CN2447'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CN2447'7.1 MI N FROM NANAFALIA.
 CN2447'5.5 MILES SOUTHWEST ALONG STATE HIGHWAY 79 FROM THE JUNCTION OF A
 CN2447'BLACK-TOP ROAD LEADING NORTHWEST AT MYRTLEWOOD, MARENGO COUNTY, AT THE
 CN2447'SUMMIT OF A HILL, 63 FEET NORTH OF HIGHWAY MARKER 701+02.8, 38 FEET
 CN2447'EAST OF THE CENTER LINE OF THE HIGHWAY, 14.8 FEET SOUTHWEST OF A
 CN2447'POWER-TRANSMISSION LINE POLE, AND 1.6 FEET WEST OF A WHITE WOODEN
 CN2447'WITNESS POST.  A STANDARD DISK, STAMPED G 152 1943 AND SET IN THE TOP
 CN2447'OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND. NOTE--THIS BENCH
 CN2447'MARK MAY ALSO BE REACHED FROM THE POST OFFICE AT NANAFALIA BY GOING
 CN2447'1.2 MILES WEST ALONG STATE HIGHWAY 10, 5.9 MILES NORTH ALONG STATE
 CN2447'HIGHWAY 79.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0818 ***********************************************************************
 CM0818  DESIGNATION -  G 154
 CM0818  PID         -  CM0818
 CM0818  STATE/COUNTY-  AL/RUSSELL
 CM0818  USGS QUAD   -  FORT MITCHELL (1984)
 CM0818
 CM0818                         *CURRENT SURVEY CONTROL
 CM0818  ___________________________________________________________________
 CM0818* NAD 83(1986)-  32 16 06.     (N)    085 00 00.     (W)     SCALED    
 CM0818* NAVD 88     -        94.923  (meters)     311.43   (feet)  ADJUSTED  
 CM0818  ___________________________________________________________________
 CM0818  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CM0818  DYNAMIC HT  -          94.816 (meters)     311.08  (feet)  COMP
 CM0818  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 CM0818
 CM0818  VERT ORDER  -  SECOND    CLASS 0
 CM0818
 CM0818.The horizontal coordinates were scaled from a topographic map and have
 CM0818.an estimated accuracy of +/- 6 seconds.
 CM0818
 CM0818.The orthometric height was determined by differential leveling
 CM0818.and adjusted by the National Geodetic Survey in June 1991..
 CM0818
 CM0818.The geoid height was determined by GEOID03.
 CM0818
 CM0818.The dynamic height is computed by dividing the NAVD 88
 CM0818.geopotential number by the normal gravity value computed on the
 CM0818.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0818.degrees latitude (g = 980.6199 gals.).
 CM0818
 CM0818.The modeled gravity was interpolated from observed gravity values.
 CM0818
 CM0818;                    North         East    Units  Estimated Accuracy
 CM0818;SPC AL E     -   196,360.      278,510.      MT  (+/- 180 meters Scaled)
 CM0818
 CM0818                          SUPERSEDED SURVEY CONTROL
 CM0818
 CM0818  NGVD 29 (??/??/92)   94.947  (m)          311.51   (f) ADJ UNCH    2 0
 CM0818
 CM0818.Superseded values are not recommended for survey control.
 CM0818.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0818.See file dsdata.txt to determine how the superseded data were derived.
 CM0818
 CM0818_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA883719(NAD 83)
 CM0818_MARKER: DB = BENCH MARK DISK
 CM0818_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0818_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0818_STAMPING: G 154 1943
 CM0818_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0818+STABILITY: SURFACE MOTION
 CM0818
 CM0818  HISTORY     - Date     Condition        Report By
 CM0818  HISTORY     - 1943     MONUMENTED       CGS
 CM0818  HISTORY     - 1952     MARK NOT FOUND   NGS
 CM0818
 CM0818                          STATION DESCRIPTION
 CM0818
 CM0818'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM0818'5.5 MI S FROM FORT MITCHELL.
 CM0818'ABOUT 5.5 MILES SOUTH ALONG A BLACK TOP ROAD AND A ROAD NOW UNDER
 CM0818'CONSTRUCTION FROM THE POST OFFICE AT FORT MITCHELL, ABOUT 0.7 MILE
 CM0818'SOUTH OF OSWICHEE BAPTIST CHURCH AND CEMETERY, ABOUT 0.15 MILE
 CM0818'SOUTH OF A CROSS ROAD, AT PEARCES GROCERY STORE, 37 FEET EAST OF
 CM0818'CENTER LINE OF PRESENT ROAD, 30 FEET NORTH OF CENTER LINE OF
 CM0818'A PRIVATE ROAD EAST, 44 FEET NORTH AND ACROSS DRIVE FROM NORTHWEST
 CM0818'CORNER OF STORE, 1 FOOT NORTH OF A WHITE WOODEN WITNESS POST,
 CM0818'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 CM0818'PROJECTING 6 INCHES.  (*) MARK WILL BE ON NEW ROAD RIGHT-OF-WAY.
 CM0818'ENGINEER IN CHARGE OF CONSTRUCTION STATED THAT IF POSSIBLE THEY
 CM0818'WILL NOT DESTROY MARK BUT IN ALL PROBABILITY IT WILL BE LOST AS IT
 CM0818'WILL BE ON NEW ROAD SHOULDER.  SEE DESCRIPTION OF G 154 RESET.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0819 ***********************************************************************
 CM0819  DESIGNATION -  G 154 RESET
 CM0819  PID         -  CM0819
 CM0819  STATE/COUNTY-  AL/RUSSELL
 CM0819  USGS QUAD   -  FORT MITCHELL (1984)
 CM0819
 CM0819                         *CURRENT SURVEY CONTROL
 CM0819  ___________________________________________________________________
 CM0819* NAD 83(1986)-  32 16 06.     (N)    085 00 00.     (W)     SCALED    
 CM0819* NAVD 88     -        88.832  (meters)     291.44   (feet)  ADJUSTED  
 CM0819  ___________________________________________________________________
 CM0819  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CM0819  DYNAMIC HT  -          88.731 (meters)     291.11  (feet)  COMP
 CM0819  MODELED GRAV-     979,504.5   (mgal)                       NAVD 88
 CM0819
 CM0819  VERT ORDER  -  SECOND    CLASS 0
 CM0819
 CM0819.The horizontal coordinates were scaled from a topographic map and have
 CM0819.an estimated accuracy of +/- 6 seconds.
 CM0819
 CM0819.The orthometric height was determined by differential leveling
 CM0819.and adjusted by the National Geodetic Survey in June 1991..
 CM0819
 CM0819.The geoid height was determined by GEOID03.
 CM0819
 CM0819.The dynamic height is computed by dividing the NAVD 88
 CM0819.geopotential number by the normal gravity value computed on the
 CM0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0819.degrees latitude (g = 980.6199 gals.).
 CM0819
 CM0819.The modeled gravity was interpolated from observed gravity values.
 CM0819
 CM0819;                    North         East    Units  Estimated Accuracy
 CM0819;SPC AL E     -   196,360.      278,510.      MT  (+/- 180 meters Scaled)
 CM0819
 CM0819                          SUPERSEDED SURVEY CONTROL
 CM0819
 CM0819  NGVD 29 (??/??/92)   88.856  (m)          291.52   (f) ADJ UNCH    2 0
 CM0819
 CM0819.Superseded values are not recommended for survey control.
 CM0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0819.See file dsdata.txt to determine how the superseded data were derived.
 CM0819
 CM0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA883719(NAD 83)
 CM0819_MARKER: DB = BENCH MARK DISK
 CM0819_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0819_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0819_STAMPING: G 154 RESET 1952
 CM0819_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0819+STABILITY: SURFACE MOTION
 CM0819
 CM0819  HISTORY     - Date     Condition        Report By
 CM0819  HISTORY     - 1952     MONUMENTED       CGS
 CM0819
 CM0819                          STATION DESCRIPTION
 CM0819
 CM0819'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0819'5.8 MI S FROM FORT MITCHELL.
 CM0819'ABOUT 5.8 MILES SOUTH ALONG A BLACK TOP AND A ROAD NOW UNDER
 CM0819'CONSTRUCTION FROM THE POST OFFICE AT FORT MITCHELL, ABOUT 0.4 MILE
 CM0819'SOUTH OF A CROSSROAD, ABOUT 0.95 MILE SOUTH OF OSWICHEE BAPTIST
 CM0819'CHURCH AND CEMETERY, 71 FEET EAST OF CENTER LINE OF ROAD, 55 FEET
 CM0819'SOUTHEAST OF CENTER LINE OF A DIM ROAD NORTHEAST, 1 FOOT NORTHWEST
 CM0819'OF A WIRE FENCE, 9 1/2 FEET NORTHEAST OF A 10-INCH PINE TREE IN A
 CM0819'FENCE LINE, ABOUT 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE
 CM0819'TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT2242 ***********************************************************************
 BT2242  DESIGNATION -  G 157 RESET
 BT2242  PID         -  BT2242
 BT2242  STATE/COUNTY-  AL/BARBOUR
 BT2242  USGS QUAD   -  LAWRENCEVILLE (1969)
 BT2242
 BT2242                         *CURRENT SURVEY CONTROL
 BT2242  ___________________________________________________________________
 BT2242* NAD 83(1986)-  31 43 15.     (N)    085 16 01.     (W)     SCALED    
 BT2242* NAVD 88     -       166.23   (meters)     545.4    (feet)  RESET     
 BT2242  ___________________________________________________________________
 BT2242  GEOID HEIGHT-         -26.16  (meters)                     GEOID03
 BT2242
 BT2242  VERT ORDER  -  THIRD
 BT2242
 BT2242.The horizontal coordinates were scaled from a topographic map and have
 BT2242.an estimated accuracy of +/- 6 seconds.
 BT2242
 BT2242.The orthometric height was computed from unverified reset data.
 BT2242.No vertical observational check was made to the station.
 BT2242
 BT2242.The geoid height was determined by GEOID03.
 BT2242
 BT2242;                    North         East    Units  Estimated Accuracy
 BT2242;SPC AL E     -   135,490.      253,680.      MT  (+/- 180 meters Scaled)
 BT2242
 BT2242                          SUPERSEDED SURVEY CONTROL
 BT2242
 BT2242  NGVD 29 (11/20/03)  166.29   (m)          545.6    (f) RESET       3  
 BT2242
 BT2242.Superseded values are not recommended for survey control.
 BT2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT2242.See file dsdata.txt to determine how the superseded data were derived.
 BT2242
 BT2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA642107(NAD 83)
 BT2242_MARKER: DV = VERTICAL CONTROL DISK
 BT2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT2242_SP_SET: CONCRETE POST
 BT2242_STAMPING: G 157 1943 RESET 1989
 BT2242_MARK LOGO: NGS   
 BT2242_MAGNETIC: O = OTHER; SEE DESCRIPTION
 BT2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT2242+STABILITY: SURFACE MOTION
 BT2242
 BT2242  HISTORY     - Date     Condition        Report By
 BT2242  HISTORY     - 1989     MONUMENTED       ALHD
 BT2242
 BT2242                          STATION DESCRIPTION
 BT2242
 BT2242'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1989
 BT2242'TO REACH THE STATION FROM THE HENRY-BARBOUR COUNTY LINE ON OLD U.S.
 BT2242'431 GO NORTH FOR 1.2 MI (1.9 KM) TO THE TOP OF A RISE AND THE MARK ON
 BT2242'THE LEFT ABOUT 6.0 FT (1.8 M) HIGHER THAN THE ROAD, 58.8 FT (17.9 M)
 BT2242'SOUTHEAST OF THE CENTERLINE OF HWY 431, 127.0 FT (38.7 M) NORTHEAST
 BT2242'OF A FIELD ROAD ENTRANCE, 2.3 FT (0.7 M) NORTHWEST OF A BARBED WIRE
 BT2242'FENCE AND 2.0 FT (0.6 M) NORTHWEST OF A CARSONITE WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0055 ***********************************************************************
 CO0055  DESIGNATION -  G 159
 CO0055  PID         -  CO0055
 CO0055  STATE/COUNTY-  AL/SUMTER
 CO0055  USGS QUAD   -  LIVINGSTON (1986)
 CO0055
 CO0055                         *CURRENT SURVEY CONTROL
 CO0055  ___________________________________________________________________
 CO0055* NAD 83(1986)-  32 33 02.     (N)    088 13 07.     (W)     SCALED    
 CO0055* NAVD 88     -        50.713  (meters)     166.38   (feet)  ADJUSTED  
 CO0055  ___________________________________________________________________
 CO0055  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 CO0055  DYNAMIC HT  -          50.655 (meters)     166.19  (feet)  COMP
 CO0055  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CO0055
 CO0055  VERT ORDER  -  FIRST     CLASS II
 CO0055
 CO0055.The horizontal coordinates were scaled from a topographic map and have
 CO0055.an estimated accuracy of +/- 6 seconds.
 CO0055
 CO0055.The orthometric height was determined by differential leveling
 CO0055.and adjusted by the National Geodetic Survey in June 1991..
 CO0055
 CO0055.The geoid height was determined by GEOID03.
 CO0055
 CO0055.The dynamic height is computed by dividing the NAVD 88
 CO0055.geopotential number by the normal gravity value computed on the
 CO0055.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0055.degrees latitude (g = 980.6199 gals.).
 CO0055
 CO0055.The modeled gravity was interpolated from observed gravity values.
 CO0055
 CO0055;                    North         East    Units  Estimated Accuracy
 CO0055;SPC AL W     -   283,000.      532,510.      MT  (+/- 180 meters Scaled)
 CO0055
 CO0055                          SUPERSEDED SURVEY CONTROL
 CO0055
 CO0055  NGVD 29 (??/??/92)   50.682  (m)          166.28   (f) ADJ UNCH    1 2
 CO0055
 CO0055.Superseded values are not recommended for survey control.
 CO0055.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0055.See file dsdata.txt to determine how the superseded data were derived.
 CO0055
 CO0055_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB855021(NAD 83)
 CO0055_MARKER: DB = BENCH MARK DISK
 CO0055_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CO0055_SP_SET: CULVERT
 CO0055_STAMPING: G 159 1944
 CO0055_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CO0055
 CO0055  HISTORY     - Date     Condition        Report By
 CO0055  HISTORY     - 1944     MONUMENTED       CGS
 CO0055
 CO0055                          STATION DESCRIPTION
 CO0055
 CO0055'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CO0055'2.8 MI SW FROM LIVINGSTON.
 CO0055'2.8 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CO0055'LIVINGSTON, SUMTER COUNTY, 40 FEET SOUTHWEST OF THE SIXTH POLE
 CO0055'NORTHEAST OF MILEPOST 262, AT A CONCRETE CULVERT, IN THE TOP OF THE
 CO0055'NORTHEAST END OF THE SOUTHEAST HEADWALL, 9 FEET SOUTHEAST OF THE
 CO0055'CENTERLINE OF THE TRACK, AND 1 FOOT LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2585 ***********************************************************************
 CN2585  DESIGNATION -  G 160
 CN2585  PID         -  CN2585
 CN2585  STATE/COUNTY-  AL/GREENE
 CN2585  USGS QUAD   -  EUTAW (1980)
 CN2585
 CN2585                         *CURRENT SURVEY CONTROL
 CN2585  ___________________________________________________________________
 CN2585* NAD 83(1986)-  32 48 23.     (N)    087 56 24.     (W)     SCALED    
 CN2585* NAVD 88     -        53.903  (meters)     176.85   (feet)  ADJUSTED  
 CN2585  ___________________________________________________________________
 CN2585  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 CN2585  DYNAMIC HT  -          53.842 (meters)     176.65  (feet)  COMP
 CN2585  MODELED GRAV-     979,511.8   (mgal)                       NAVD 88
 CN2585
 CN2585  VERT ORDER  -  FIRST     CLASS II
 CN2585
 CN2585.The horizontal coordinates were scaled from a topographic map and have
 CN2585.an estimated accuracy of +/- 6 seconds.
 CN2585
 CN2585.The orthometric height was determined by differential leveling
 CN2585.and adjusted by the National Geodetic Survey in June 1991..
 CN2585
 CN2585.The geoid height was determined by GEOID03.
 CN2585
 CN2585.The dynamic height is computed by dividing the NAVD 88
 CN2585.geopotential number by the normal gravity value computed on the
 CN2585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2585.degrees latitude (g = 980.6199 gals.).
 CN2585
 CN2585.The modeled gravity was interpolated from observed gravity values.
 CN2585
 CN2585;                    North         East    Units  Estimated Accuracy
 CN2585;SPC AL W     -   311,230.      558,790.      MT  (+/- 180 meters Scaled)
 CN2585
 CN2585                          SUPERSEDED SURVEY CONTROL
 CN2585
 CN2585  NGVD 29 (??/??/92)   53.873  (m)          176.75   (f) ADJ UNCH    1 2
 CN2585
 CN2585.Superseded values are not recommended for survey control.
 CN2585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2585.See file dsdata.txt to determine how the superseded data were derived.
 CN2585
 CN2585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB119302(NAD 83)
 CN2585_MARKER: DB = BENCH MARK DISK
 CN2585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2585_SP_SET: CULVERT
 CN2585_STAMPING: G 160 1944
 CN2585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2585
 CN2585  HISTORY     - Date     Condition        Report By
 CN2585  HISTORY     - 1944     MONUMENTED       CGS
 CN2585
 CN2585                          STATION DESCRIPTION
 CN2585
 CN2585'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 CN2585'3.6 MI SW FROM EUTAW.
 CN2585'3.6 MILES SOUTHWEST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 CN2585'EUTAW, GREENE COUNTY, 600 FEET NORTHEAST OF A DIRTROAD CROSSING, AT A
 CN2585'CONCRETE CULVERT, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST
 CN2585'HEADWALL, 19 FEET SOUTHEAST OF THE CENTERLINE OF THE TRACK, AND 10
 CN2585'FEET LOWER THAN THE TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1890 ***********************************************************************
 DH1890  DESIGNATION -  G 161
 DH1890  PID         -  DH1890
 DH1890  STATE/COUNTY-  AL/TUSCALOOSA
 DH1890  USGS QUAD   -  ENGLEWOOD (1983)
 DH1890
 DH1890                         *CURRENT SURVEY CONTROL
 DH1890  ___________________________________________________________________
 DH1890* NAD 83(1986)-  33 03 15.     (N)    087 36 09.     (W)     SCALED    
 DH1890* NAVD 88     -        40.864  (meters)     134.07   (feet)  ADJUSTED  
 DH1890  ___________________________________________________________________
 DH1890  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DH1890  DYNAMIC HT  -          40.819 (meters)     133.92  (feet)  COMP
 DH1890  MODELED GRAV-     979,533.2   (mgal)                       NAVD 88
 DH1890
 DH1890  VERT ORDER  -  FIRST     CLASS II
 DH1890
 DH1890.The horizontal coordinates were scaled from a topographic map and have
 DH1890.an estimated accuracy of +/- 6 seconds.
 DH1890
 DH1890.The orthometric height was determined by differential leveling
 DH1890.and adjusted by the National Geodetic Survey in June 1991..
 DH1890
 DH1890.The geoid height was determined by GEOID03.
 DH1890
 DH1890.The dynamic height is computed by dividing the NAVD 88
 DH1890.geopotential number by the normal gravity value computed on the
 DH1890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1890.degrees latitude (g = 980.6199 gals.).
 DH1890
 DH1890.The modeled gravity was interpolated from observed gravity values.
 DH1890
 DH1890;                    North         East    Units  Estimated Accuracy
 DH1890;SPC AL W     -   338,620.      590,430.      MT  (+/- 180 meters Scaled)
 DH1890
 DH1890                          SUPERSEDED SURVEY CONTROL
 DH1890
 DH1890  NGVD 29 (??/??/92)   40.834  (m)          133.97   (f) ADJ UNCH    1 2
 DH1890
 DH1890.Superseded values are not recommended for survey control.
 DH1890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1890.See file dsdata.txt to determine how the superseded data were derived.
 DH1890
 DH1890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB437574(NAD 83)
 DH1890_MARKER: DD = SURVEY DISK
 DH1890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1890_STAMPING: G 161
 DH1890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1890+STABILITY: SURFACE MOTION
 DH1890
 DH1890  HISTORY     - Date     Condition        Report By
 DH1890  HISTORY     - UNK      MONUMENTED       ALGS
 DH1890  HISTORY     - 1944     GOOD             NGS
 DH1890
 DH1890                          STATION DESCRIPTION
 DH1890
 DH1890'DESCRIBED BY NATIONAL GEODETIC SURVEY 1944
 DH1890'IN HULL.
 DH1890'AT HULL, TUSCALOOSA COUNTY, 50 FEET SOUTH OF THE SOUTHEAST CORNER OF
 DH1890'THE SOUTHERN RAILWAY STATION, 37.5 FEET EAST OF AND THE SAME ELEVATION
 DH1890'AS THE CENTERLINE OF THE TRACK, 24 FEET EAST OF A SWITCH AND 3 FEET
 DH1890'SOUTH OF A WOODEN WITNESS POST.  AN ALABAMA GEODETIC SURVEY DISK SET
 DH1890'IN A CONCRETE POST PROJECTING ABOUT 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1023 ***********************************************************************
 DH1023  DESIGNATION -  G 162
 DH1023  PID         -  DH1023
 DH1023  STATE/COUNTY-  AL/JEFFERSON
 DH1023  USGS QUAD   -  ADAMSVILLE (1993)
 DH1023
 DH1023                         *CURRENT SURVEY CONTROL
 DH1023  ___________________________________________________________________
 DH1023* NAD 83(1986)-  33 30 53.     (N)    086 54 02.     (W)     SCALED    
 DH1023* NAVD 88     -       170.155  (meters)     558.25   (feet)  ADJUSTED  
 DH1023  ___________________________________________________________________
 DH1023  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH1023  DYNAMIC HT  -         169.966 (meters)     557.63  (feet)  COMP
 DH1023  MODELED GRAV-     979,526.1   (mgal)                       NAVD 88
 DH1023
 DH1023  VERT ORDER  -  FIRST     CLASS II
 DH1023
 DH1023.The horizontal coordinates were scaled from a topographic map and have
 DH1023.an estimated accuracy of +/- 6 seconds.
 DH1023
 DH1023.The orthometric height was determined by differential leveling
 DH1023.and adjusted by the National Geodetic Survey in June 1991..
 DH1023
 DH1023.The geoid height was determined by GEOID03.
 DH1023
 DH1023.The dynamic height is computed by dividing the NAVD 88
 DH1023.geopotential number by the normal gravity value computed on the
 DH1023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1023.degrees latitude (g = 980.6199 gals.).
 DH1023
 DH1023.The modeled gravity was interpolated from observed gravity values.
 DH1023
 DH1023;                    North         East    Units  Estimated Accuracy
 DH1023;SPC AL W     -   389,860.      655,690.      MT  (+/- 180 meters Scaled)
 DH1023
 DH1023                          SUPERSEDED SURVEY CONTROL
 DH1023
 DH1023.No superseded survey control is available for this station.
 DH1023
 DH1023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC092083(NAD 83)
 DH1023_MARKER: DB = BENCH MARK DISK
 DH1023_SETTING: 31 = SET IN A PAVEMENT SUCH AS STREET, SIDEWALK, CURB, ETC.
 DH1023_SP_SET: STEP
 DH1023_STAMPING: G 162 1943
 DH1023_MARK LOGO: CGS   
 DH1023_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH1023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1023
 DH1023  HISTORY     - Date     Condition        Report By
 DH1023  HISTORY     - 1943     MONUMENTED       CGS
 DH1023  HISTORY     - 1959     GOOD             NGS
 DH1023  HISTORY     - 1980     GOOD             NGS
 DH1023  HISTORY     - 19881108 GOOD             ALHD
 DH1023
 DH1023                          STATION DESCRIPTION
 DH1023
 DH1023'DESCRIBED BY COAST AND GEODETIC SURVEY 1943
 DH1023'IN ENSLEY.
 DH1023'AT ENSLEY, JEFFERSON COUNTY, AT THE NINETEENTH STREET FREIGHT STATION
 DH1023'OF THE BIRMINGHAM SOUTHERN RAILROAD, AT THE NORTHEAST ENTRANCE, IN THE
 DH1023'TOP OF THE BOTTOM STEP, 0.3 FOOT SOUTHEAST OF THE NORTHWEST END OF THE
 DH1023'STEP, 72.3 FEET SOUTHEAST OF THE CENTER LINE OF THE SOUTHERN RAILWAY
 DH1023'MAIN TRACK, AND 31.6 FEET SOUTHWEST OF THE CENTER LINE OF NINETEENTH
 DH1023'STREET.  A STANDARD DISK, STAMPED G 162 1943.
 DH1023
 DH1023                          STATION RECOVERY (1959)
 DH1023
 DH1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1959
 DH1023'RECOVERED IN GOOD CONDITION.
 DH1023
 DH1023                          STATION RECOVERY (1980)
 DH1023
 DH1023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH1023'IN ENSLEY, AT THE NINETEENTH STREET FREIGHT STATION OF THE BIRMINGHAM
 DH1023'SOUTHERN RAILROAD, AT THE NORTHEAST ENTRANCE, IN THE TOP OF THE
 DH1023'BOTTOM STEP, 0.01 METER (0.3 FOOT) SOUTHEAST OF THE NORTHWEST END OF
 DH1023'THE STEP, 21.98 METERS (72.3 FEET) SOUTHEAST OF THE CENTER LINE OF THE
 DH1023'SOUTHERN RAILWAY MAIN TRACK, 9.6 METERS (31.6 FEET) SOUTHWEST OF THE
 DH1023'CENTER LINE OF NINETEENTH STREET.
 DH1023
 DH1023                          STATION RECOVERY (1988)
 DH1023
 DH1023'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1988 (WJR)
 DH1023'STATION RECOVERED AS DESCRIBED, BUT SUBJECT TO BEING DESTROYED WHEN
 DH1023'FREIGHT STATION IS TORN DOWN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9979 ***********************************************************************
 AA9979  DESIGNATION -  G 162 RESET
 AA9979  PID         -  AA9979
 AA9979  STATE/COUNTY-  AL/JEFFERSON
 AA9979  USGS QUAD   -  ADAMSVILLE (1993)
 AA9979
 AA9979                         *CURRENT SURVEY CONTROL
 AA9979  ___________________________________________________________________
 AA9979* NAD 83(1986)-  33 30 51.     (N)    086 54 01.     (W)     SCALED    
 AA9979* NAVD 88     -       172.20   (meters)     565.0    (feet)  RESET     
 AA9979  ___________________________________________________________________
 AA9979  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 AA9979
 AA9979  VERT ORDER  -  THIRD
 AA9979
 AA9979.The horizontal coordinates were scaled from a topographic map and have
 AA9979.an estimated accuracy of +/- 6 seconds.
 AA9979
 AA9979.The orthometric height was computed from unverified reset data.
 AA9979
 AA9979.The geoid height was determined by GEOID03.
 AA9979
 AA9979;                    North         East    Units  Estimated Accuracy
 AA9979;SPC AL W     -   389,800.      655,720.      MT  (+/- 180 meters Scaled)
 AA9979
 AA9979                          SUPERSEDED SURVEY CONTROL
 AA9979
 AA9979.No superseded survey control is available for this station.
 AA9979
 AA9979_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC092082(NAD 83)
 AA9979_MARKER: DV = VERTICAL CONTROL DISK
 AA9979_SETTING: 34 = SET IN THE FOOTINGS OF SMALL/MEDIUM STRUCTURES
 AA9979_SP_SET: BRIDGE FOOTING
 AA9979_STAMPING: G 162 1943 RESET 1988
 AA9979_MARK LOGO: NGS   
 AA9979_MAGNETIC: O = OTHER; SEE DESCRIPTION
 AA9979_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA9979+STABILITY: SURFACE MOTION
 AA9979
 AA9979  HISTORY     - Date     Condition        Report By
 AA9979  HISTORY     - 1988     MONUMENTED       ALHD
 AA9979
 AA9979                          STATION DESCRIPTION
 AA9979
 AA9979'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1988 (WJR)
 AA9979'THE STATION IS LOCATED IN THE CENTER FOOTING OF THE 7TH BENT FROM THE
 AA9979'EAST END OF THE ALABAMA 269 BRIDGE OVER THE RAILROAD YARDS AT ENSLEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0700 ***********************************************************************
 DH0700  DESIGNATION -  G 163
 DH0700  PID         -  DH0700
 DH0700  STATE/COUNTY-  AL/SHELBY
 DH0700  USGS QUAD   -  GREENWOOD (1978)
 DH0700
 DH0700                         *CURRENT SURVEY CONTROL
 DH0700  ___________________________________________________________________
 DH0700* NAD 83(1986)-  33 15 00.     (N)    086 57 15.     (W)     SCALED    
 DH0700* NAVD 88     -       121.472  (meters)     398.53   (feet)  ADJUSTED  
 DH0700  ___________________________________________________________________
 DH0700  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0700  DYNAMIC HT  -         121.337 (meters)     398.09  (feet)  COMP
 DH0700  MODELED GRAV-     979,521.3   (mgal)                       NAVD 88
 DH0700
 DH0700  VERT ORDER  -  FIRST     CLASS II
 DH0700
 DH0700.The horizontal coordinates were scaled from a topographic map and have
 DH0700.an estimated accuracy of +/- 6 seconds.
 DH0700
 DH0700.The orthometric height was determined by differential leveling
 DH0700.and adjusted by the National Geodetic Survey in June 1991..
 DH0700
 DH0700.The geoid height was determined by GEOID03.
 DH0700
 DH0700.The dynamic height is computed by dividing the NAVD 88
 DH0700.geopotential number by the normal gravity value computed on the
 DH0700.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0700.degrees latitude (g = 980.6199 gals.).
 DH0700
 DH0700.The modeled gravity was interpolated from observed gravity values.
 DH0700
 DH0700;                    North         East    Units  Estimated Accuracy
 DH0700;SPC AL W     -   360,470.      650,860.      MT  (+/- 180 meters Scaled)
 DH0700
 DH0700                          SUPERSEDED SURVEY CONTROL
 DH0700
 DH0700  NGVD 29 (??/??/92)  121.432  (m)          398.40   (f) ADJ UNCH    1 2
 DH0700
 DH0700.Superseded values are not recommended for survey control.
 DH0700.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0700.See file dsdata.txt to determine how the superseded data were derived.
 DH0700
 DH0700_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB042790(NAD 83)
 DH0700_MARKER: DB = BENCH MARK DISK
 DH0700_SETTING: 80 = SET IN A BOULDER
 DH0700_SP_SET: BOULDER
 DH0700_STAMPING: G 163 1944
 DH0700_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0700+STABILITY: SURFACE MOTION
 DH0700
 DH0700  HISTORY     - Date     Condition        Report By
 DH0700  HISTORY     - 1944     MONUMENTED       CGS
 DH0700
 DH0700                          STATION DESCRIPTION
 DH0700
 DH0700'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0700'4.5 MI N FROM GURNEE JUNCTION.
 DH0700'4.5 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT GURNEE
 DH0700'JUNCTION, SHELBY COUNTY, 0.6 MILE NORTHEAST OF THE FLAG STATION AT
 DH0700'TURNER, 138 FEET SOUTHWEST OF MILEPOST 21, 33.4 FEET SOUTHEAST OF THE
 DH0700'SOUTHEAST RAIL, IN THE TOP OF A BOULDER, ABOUT 2-1/2 FEET HIGHER THAN
 DH0700'THE GROUND, AND ABOUT 1 FOOT LOWER THAN THE TRACK.  A STANDARD DISK,
 DH0700'STAMPED G 163 1944.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0735 ***********************************************************************
 DH0735  DESIGNATION -  G 164
 DH0735  PID         -  DH0735
 DH0735  STATE/COUNTY-  AL/SHELBY
 DH0735  USGS QUAD   -  ALDRICH (1979)
 DH0735
 DH0735                         *CURRENT SURVEY CONTROL
 DH0735  ___________________________________________________________________
 DH0735* NAD 83(1986)-  33 04 44.     (N)    086 52 59.     (W)     SCALED    
 DH0735* NAVD 88     -       118.964  (meters)     390.30   (feet)  ADJUSTED  
 DH0735  ___________________________________________________________________
 DH0735  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH0735  DYNAMIC HT  -         118.829 (meters)     389.86  (feet)  COMP
 DH0735  MODELED GRAV-     979,503.3   (mgal)                       NAVD 88
 DH0735
 DH0735  VERT ORDER  -  FIRST     CLASS II
 DH0735
 DH0735.The horizontal coordinates were scaled from a topographic map and have
 DH0735.an estimated accuracy of +/- 6 seconds.
 DH0735
 DH0735.The orthometric height was determined by differential leveling
 DH0735.and adjusted by the National Geodetic Survey in June 1991..
 DH0735
 DH0735.The geoid height was determined by GEOID03.
 DH0735
 DH0735.The dynamic height is computed by dividing the NAVD 88
 DH0735.geopotential number by the normal gravity value computed on the
 DH0735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0735.degrees latitude (g = 980.6199 gals.).
 DH0735
 DH0735.The modeled gravity was interpolated from observed gravity values.
 DH0735
 DH0735;                    North         East    Units  Estimated Accuracy
 DH0735;SPC AL W     -   341,530.      657,600.      MT  (+/- 180 meters Scaled)
 DH0735
 DH0735                          SUPERSEDED SURVEY CONTROL
 DH0735
 DH0735  NGVD 29 (??/??/92)  118.923  (m)          390.17   (f) ADJ UNCH    1 2
 DH0735
 DH0735.Superseded values are not recommended for survey control.
 DH0735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0735.See file dsdata.txt to determine how the superseded data were derived.
 DH0735
 DH0735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB109600(NAD 83)
 DH0735_MARKER: DB = BENCH MARK DISK
 DH0735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0735_STAMPING: G 164 1944
 DH0735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0735+STABILITY: SURFACE MOTION
 DH0735
 DH0735  HISTORY     - Date     Condition        Report By
 DH0735  HISTORY     - 1944     MONUMENTED       CGS
 DH0735  HISTORY     - 1981     MARK NOT FOUND   NGS
 DH0735
 DH0735                          STATION DESCRIPTION
 DH0735
 DH0735'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH0735'IN WILTON.
 DH0735'AT WILTON, SHELBY COUNTY, ON THE SOUTHERN RAILWAY, 28 FEET NORTHEAST
 DH0735'OF THE STATION, 30.5 FEET SOUTHEAST OF THE CENTER LINE OF THE MAIN
 DH0735'TRACK, 25.6 FEET SOUTHWEST OF A SECTION HOUSE, 3 FEET EAST OF A POLE,
 DH0735'AND LEVEL WITH THE TRACK.  A STANDARD DISK, STAMPED G 164 1944 AND SET
 DH0735'IN THE TOP OF A CONCRETE POST PROJECTING 0.2 FOOT ABOVE GROUND.
 DH0735
 DH0735                          STATION RECOVERY (1981)
 DH0735
 DH0735'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 DH0735'NOT RECOVERED, THE LOCATION OF THE MARK IS NOW PAVED AND IS A
 DH0735'PARKING AREA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1087 ***********************************************************************
 DH1087  DESIGNATION -  G 165
 DH1087  PID         -  DH1087
 DH1087  STATE/COUNTY-  AL/JEFFERSON
 DH1087  USGS QUAD   -  PINSON (1979)
 DH1087
 DH1087                         *CURRENT SURVEY CONTROL
 DH1087  ___________________________________________________________________
 DH1087* NAD 83(1986)-  33 42 52.     (N)    086 44 19.     (W)     SCALED    
 DH1087* NAVD 88     -       132.820  (meters)     435.76   (feet)  ADJUSTED  
 DH1087  ___________________________________________________________________
 DH1087  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH1087  DYNAMIC HT  -         132.675 (meters)     435.28  (feet)  COMP
 DH1087  MODELED GRAV-     979,540.1   (mgal)                       NAVD 88
 DH1087
 DH1087  VERT ORDER  -  FIRST     CLASS II
 DH1087
 DH1087.The horizontal coordinates were scaled from a topographic map and have
 DH1087.an estimated accuracy of +/- 6 seconds.
 DH1087
 DH1087.The orthometric height was determined by differential leveling
 DH1087.and adjusted by the National Geodetic Survey in June 1991..
 DH1087
 DH1087.The geoid height was determined by GEOID03.
 DH1087
 DH1087.The dynamic height is computed by dividing the NAVD 88
 DH1087.geopotential number by the normal gravity value computed on the
 DH1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1087.degrees latitude (g = 980.6199 gals.).
 DH1087
 DH1087.The modeled gravity was interpolated from observed gravity values.
 DH1087
 DH1087;                    North         East    Units  Estimated Accuracy
 DH1087;SPC AL W     -   412,110.      670,570.      MT  (+/- 180 meters Scaled)
 DH1087
 DH1087                          SUPERSEDED SURVEY CONTROL
 DH1087
 DH1087  NGVD 29 (??/??/92)  132.786  (m)          435.65   (f) ADJ UNCH    1 2
 DH1087
 DH1087.Superseded values are not recommended for survey control.
 DH1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1087.See file dsdata.txt to determine how the superseded data were derived.
 DH1087
 DH1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC242305(NAD 83)
 DH1087_MARKER: DB = BENCH MARK DISK
 DH1087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1087_SP_SET: BRIDGE
 DH1087_STAMPING: G 165 1944
 DH1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1087
 DH1087  HISTORY     - Date     Condition        Report By
 DH1087  HISTORY     - 1944     MONUMENTED       CGS
 DH1087  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1087
 DH1087                          STATION DESCRIPTION
 DH1087
 DH1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1087'5.4 MI N FROM NEWCASTLE.
 DH1087'ABOUT 5.4 MILES NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH1087'FROM THE STATION AT NEW CASTLE.  SET ABOUT MIDWAY BETWEEN MILE-POSTS
 DH1087'375, AND 376, 10 FEET EAST OF AND ABOUT 2.0 FEET BELOW THE CENTER LINE
 DH1087'OF THE EAST TRACK, IN THE TOP OF THE NORTH END OF THE EAST HEADWALL OF
 DH1087'A CONCRETE BRIDGE OVER COUNTY ROAD.
 DH1087
 DH1087                          STATION RECOVERY (1982)
 DH1087
 DH1087'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1087'NOT RECOVERED, LEVEL LINE REROUTED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1038 ***********************************************************************
 DH1038  DESIGNATION -  G 166
 DH1038  PID         -  DH1038
 DH1038  STATE/COUNTY-  AL/BLOUNT
 DH1038  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1038
 DH1038                         *CURRENT SURVEY CONTROL
 DH1038  ___________________________________________________________________
 DH1038* NAD 83(1986)-  33 53 38.     (N)    086 45 23.     (W)     SCALED    
 DH1038* NAVD 88     -       174.670  (meters)     573.06   (feet)  ADJUSTED  
 DH1038  ___________________________________________________________________
 DH1038  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DH1038  DYNAMIC HT  -         174.484 (meters)     572.45  (feet)  COMP
 DH1038  MODELED GRAV-     979,572.1   (mgal)                       NAVD 88
 DH1038
 DH1038  VERT ORDER  -  FIRST     CLASS II
 DH1038
 DH1038.The horizontal coordinates were scaled from a topographic map and have
 DH1038.an estimated accuracy of +/- 6 seconds.
 DH1038
 DH1038.The orthometric height was determined by differential leveling
 DH1038.and adjusted by the National Geodetic Survey in June 1991..
 DH1038
 DH1038.The geoid height was determined by GEOID03.
 DH1038
 DH1038.The dynamic height is computed by dividing the NAVD 88
 DH1038.geopotential number by the normal gravity value computed on the
 DH1038.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1038.degrees latitude (g = 980.6199 gals.).
 DH1038
 DH1038.The modeled gravity was interpolated from observed gravity values.
 DH1038
 DH1038;                    North         East    Units  Estimated Accuracy
 DH1038;SPC AL W     -   432,000.      668,780.      MT  (+/- 180 meters Scaled)
 DH1038
 DH1038                          SUPERSEDED SURVEY CONTROL
 DH1038
 DH1038  NGVD 29 (??/??/92)  174.635  (m)          572.95   (f) ADJ UNCH    1 2
 DH1038
 DH1038.Superseded values are not recommended for survey control.
 DH1038.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1038.See file dsdata.txt to determine how the superseded data were derived.
 DH1038
 DH1038_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC225504(NAD 83)
 DH1038_MARKER: DB = BENCH MARK DISK
 DH1038_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1038_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1038_STAMPING: G 166 1944
 DH1038_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1038+STABILITY: SURFACE MOTION
 DH1038
 DH1038  HISTORY     - Date     Condition        Report By
 DH1038  HISTORY     - 1944     MONUMENTED       CGS
 DH1038  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1038
 DH1038                          STATION DESCRIPTION
 DH1038
 DH1038'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1038'IN HAYDEN.
 DH1038'LOCATED ABOUT 0.1 MILE NORTHEAST OF AND ACROSS THE TRACKS FROM THE
 DH1038'LOUISVILLE AND NASHVILLE RAILROAD STATION, 36 FEET EAST OF AND ABOUT
 DH1038'THE SAME ELEVATION AS THE MAIN NORTH-BOUND TRACK, AND 2 FEET NORTH OF
 DH1038'A WOODEN WITNESS POST.  MONUMENT PROJECTS ABOUT 5 INCHES ABOVE THE
 DH1038'SURFACE OF THE GROUND.
 DH1038
 DH1038                          STATION RECOVERY (1982)
 DH1038
 DH1038'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1038'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0436 ***********************************************************************
 EF0436  DESIGNATION -  G 167
 EF0436  PID         -  EF0436
 EF0436  STATE/COUNTY-  AL/CULLMAN
 EF0436  USGS QUAD   -  HANCEVILLE (1993)
 EF0436
 EF0436                         *CURRENT SURVEY CONTROL
 EF0436  ___________________________________________________________________
 EF0436* NAD 83(1986)-  34 07 21.     (N)    086 48 27.     (W)     SCALED    
 EF0436* NAVD 88     -       212.842  (meters)     698.30   (feet)  ADJUSTED  
 EF0436  ___________________________________________________________________
 EF0436  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 EF0436  DYNAMIC HT  -         212.621 (meters)     697.57  (feet)  COMP
 EF0436  MODELED GRAV-     979,593.3   (mgal)                       NAVD 88
 EF0436
 EF0436  VERT ORDER  -  FIRST     CLASS II
 EF0436
 EF0436.The horizontal coordinates were scaled from a topographic map and have
 EF0436.an estimated accuracy of +/- 6 seconds.
 EF0436
 EF0436.The orthometric height was determined by differential leveling
 EF0436.and adjusted by the National Geodetic Survey in June 1991..
 EF0436
 EF0436.The geoid height was determined by GEOID03.
 EF0436
 EF0436.The dynamic height is computed by dividing the NAVD 88
 EF0436.geopotential number by the normal gravity value computed on the
 EF0436.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0436.degrees latitude (g = 980.6199 gals.).
 EF0436
 EF0436.The modeled gravity was interpolated from observed gravity values.
 EF0436
 EF0436;                    North         East    Units  Estimated Accuracy
 EF0436;SPC AL W     -   457,320.      663,880.      MT  (+/- 180 meters Scaled)
 EF0436
 EF0436                          SUPERSEDED SURVEY CONTROL
 EF0436
 EF0436.No superseded survey control is available for this station.
 EF0436
 EF0436_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC177757(NAD 83)
 EF0436_MARKER: DB = BENCH MARK DISK
 EF0436_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0436_SP_SET: CULVERT
 EF0436_STAMPING: G 167 1944
 EF0436_MARK LOGO: CGS   
 EF0436_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0436
 EF0436  HISTORY     - Date     Condition        Report By
 EF0436  HISTORY     - 1944     MONUMENTED       CGS
 EF0436  HISTORY     - 1982     GOOD             NGS
 EF0436  HISTORY     - 20040630 GOOD             GEOCAC
 EF0436
 EF0436                          STATION DESCRIPTION
 EF0436
 EF0436'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0436'5.4 MI N FROM HANCEVILLE.
 EF0436'ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 5.4 MILES NORTH OF
 EF0436'HANCEVILLE, 4.7 MILES SOUTH OF CULLMAN, ABOUT 0.1 MILE SOUTH OF
 EF0436'MILE-POST 344, ABOUT 250 FEET NORTH OF A ROAD CROSSING, 22.0 FEET EAST
 EF0436'OF AND ABOUT 6 FEET BELOW THE CENTER LINE OF THE EAST TRACK, IN THE
 EF0436'TOP OF AND AT THE NORTH END OF THE EAST HEADWALL OF A CONCRETE AND
 EF0436'PIPE CULVERT.
 EF0436
 EF0436                          STATION RECOVERY (1982)
 EF0436
 EF0436'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0436'RECOVERED IN GOOD CONDITION, NOTE, 42.7 METERS (140.0 FT) NORTHWEST OF
 EF0436'A ROAD CROSSING, AND 11.3 METERS (37.0 FT) NORTHEAST OF THE NORTHEAST
 EF0436'RAIL.
 EF0436'THE MARK IS 2.1 M BELOW RAILROAD.
 EF0436
 EF0436                          STATION RECOVERY (2004)
 EF0436
 EF0436'RECOVERY NOTE BY GEOCACHING 2004 (MM)
 EF0436'LIMESTONE AND EARTH FROM RAILROAD MAINTENANCE COVER THE TOP OF THE
 EF0436'CULVERT.
 EF0436' 
 EF0436' 
 EF0436'AFTER DIGGING IT WAS FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0404 ***********************************************************************
 EF0404  DESIGNATION -  G 168
 EF0404  PID         -  EF0404
 EF0404  STATE/COUNTY-  AL/MORGAN
 EF0404  USGS QUAD   -  FALKVILLE (1982)
 EF0404
 EF0404                         *CURRENT SURVEY CONTROL
 EF0404  ___________________________________________________________________
 EF0404* NAD 83(1986)-  34 22 21.     (N)    086 54 28.     (W)     SCALED    
 EF0404* NAVD 88     -       183.287  (meters)     601.33   (feet)  ADJUSTED  
 EF0404  ___________________________________________________________________
 EF0404  GEOID HEIGHT-         -27.81  (meters)                     GEOID03
 EF0404  DYNAMIC HT  -         183.102 (meters)     600.73  (feet)  COMP
 EF0404  MODELED GRAV-     979,621.0   (mgal)                       NAVD 88
 EF0404
 EF0404  VERT ORDER  -  FIRST     CLASS II
 EF0404
 EF0404.The horizontal coordinates were scaled from a topographic map and have
 EF0404.an estimated accuracy of +/- 6 seconds.
 EF0404
 EF0404.The orthometric height was determined by differential leveling
 EF0404.and adjusted by the National Geodetic Survey in June 1991..
 EF0404
 EF0404.The geoid height was determined by GEOID03.
 EF0404
 EF0404.The dynamic height is computed by dividing the NAVD 88
 EF0404.geopotential number by the normal gravity value computed on the
 EF0404.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0404.degrees latitude (g = 980.6199 gals.).
 EF0404
 EF0404.The modeled gravity was interpolated from observed gravity values.
 EF0404
 EF0404;                    North         East    Units  Estimated Accuracy
 EF0404;SPC AL W     -   484,990.      654,470.      MT  (+/- 180 meters Scaled)
 EF0404
 EF0404                          SUPERSEDED SURVEY CONTROL
 EF0404
 EF0404  NGVD 29 (??/??/92)  183.236  (m)          601.17   (f) ADJ UNCH    1 2
 EF0404
 EF0404.Superseded values are not recommended for survey control.
 EF0404.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0404.See file dsdata.txt to determine how the superseded data were derived.
 EF0404
 EF0404_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED084034(NAD 83)
 EF0404_MARKER: DB = BENCH MARK DISK
 EF0404_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0404_SP_SET: CULVERT
 EF0404_STAMPING: G 168 1944
 EF0404_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0404
 EF0404  HISTORY     - Date     Condition        Report By
 EF0404  HISTORY     - 1944     MONUMENTED       CGS
 EF0404  HISTORY     - 1950     GOOD             NGS
 EF0404  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0404
 EF0404                          STATION DESCRIPTION
 EF0404
 EF0404'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0404'0.5 MI N FROM FALKVILLE.
 EF0404'ABOUT 0.5 MILE NORTHERLY ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 EF0404'FROM THE STATION AT FALKVILLE, ABOUT 0.1 MILE SOUTH OF MILE-POST 325,
 EF0404'12.0 FEET WEST OF AND ABOUT 2.5 FEET BELOW THE CENTER LINE OF THE WEST
 EF0404'TRACK AND SET HORIZONTALLY IN THE TOP OF THE NORTH END OF THE WEST
 EF0404'HEADWALL OF A LARGE CONCRETE CULVERT.
 EF0404
 EF0404                          STATION RECOVERY (1950)
 EF0404
 EF0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0404'RECOVERED IN GOOD CONDITION.
 EF0404
 EF0404                          STATION RECOVERY (1982)
 EF0404
 EF0404'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0404'NOT RECOVERED.  POSSIBLY REMOVED WHEN RAILROAD TRACKS WERE REBUILT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1506 ***********************************************************************
 DH1506  DESIGNATION -  G 169
 DH1506  PID         -  DH1506
 DH1506  STATE/COUNTY-  AL/WALKER
 DH1506  USGS QUAD   -  CORDOVA (1983)
 DH1506
 DH1506                         *CURRENT SURVEY CONTROL
 DH1506  ___________________________________________________________________
 DH1506* NAD 83(1986)-  33 51 06.     (N)    087 11 07.     (W)     SCALED    
 DH1506* NAVD 88     -       128.889  (meters)     422.86   (feet)  ADJUSTED  
 DH1506  ___________________________________________________________________
 DH1506  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 DH1506  DYNAMIC HT  -         128.757 (meters)     422.43  (feet)  COMP
 DH1506  MODELED GRAV-     979,609.8   (mgal)                       NAVD 88
 DH1506
 DH1506  VERT ORDER  -  SECOND    CLASS 0
 DH1506
 DH1506.The horizontal coordinates were scaled from a topographic map and have
 DH1506.an estimated accuracy of +/- 6 seconds.
 DH1506
 DH1506.The orthometric height was determined by differential leveling
 DH1506.and adjusted by the National Geodetic Survey in June 1991..
 DH1506
 DH1506.The geoid height was determined by GEOID03.
 DH1506
 DH1506.The dynamic height is computed by dividing the NAVD 88
 DH1506.geopotential number by the normal gravity value computed on the
 DH1506.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1506.degrees latitude (g = 980.6199 gals.).
 DH1506
 DH1506.The modeled gravity was interpolated from observed gravity values.
 DH1506
 DH1506;                    North         East    Units  Estimated Accuracy
 DH1506;SPC AL W     -   427,110.      629,120.      MT  (+/- 180 meters Scaled)
 DH1506
 DH1506                          SUPERSEDED SURVEY CONTROL
 DH1506
 DH1506  NGVD 29 (??/??/92)  128.862  (m)          422.77   (f) ADJ UNCH    2 0
 DH1506
 DH1506.Superseded values are not recommended for survey control.
 DH1506.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1506.See file dsdata.txt to determine how the superseded data were derived.
 DH1506
 DH1506_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC828457(NAD 83)
 DH1506_MARKER: DB = BENCH MARK DISK
 DH1506_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1506_SP_SET: CULVERT
 DH1506_STAMPING: G 169 1944
 DH1506_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1506
 DH1506  HISTORY     - Date     Condition        Report By
 DH1506  HISTORY     - 1944     MONUMENTED       CGS
 DH1506
 DH1506                          STATION DESCRIPTION
 DH1506
 DH1506'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1506'5.6 MI NE FROM JASPER.
 DH1506'ABOUT 5.6 MILES NORTHEASTERLY ALONG STATE HIGHWAY 69 FROM THE COURT
 DH1506'HOUSE AT JASPER, ABOUT 0.1 MILE SOUTHWEST OF THE BOLDO GRADE SCHOOL,
 DH1506'26.0 FEET SOUTH OF AND ABOUT THE SAME ELEVATION AS THE CENTER LINE OF
 DH1506'THE HIGHWAY, AND SET HORIZONTALLY IN THE TOP OF THE EAST END OF THE
 DH1506'SOUTH HEADWALL OF CONCRETE BOX CULVERT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0412 ***********************************************************************
 BU0412  DESIGNATION -  G 17
 BU0412  PID         -  BU0412
 BU0412  STATE/COUNTY-  AL/ESCAMBIA
 BU0412  USGS QUAD   -  DAMASCUS (1982)
 BU0412
 BU0412                         *CURRENT SURVEY CONTROL
 BU0412  ___________________________________________________________________
 BU0412* NAD 83(1986)-  31 09 52.     (N)    086 48 25.     (W)     SCALED    
 BU0412* NAVD 88     -        39.373  (meters)     129.18   (feet)  ADJUSTED  
 BU0412  ___________________________________________________________________
 BU0412  GEOID HEIGHT-         -27.20  (meters)                     GEOID03
 BU0412  DYNAMIC HT  -          39.325 (meters)     129.02  (feet)  COMP
 BU0412  MODELED GRAV-     979,414.2   (mgal)                       NAVD 88
 BU0412
 BU0412  VERT ORDER  -  SECOND    CLASS 0
 BU0412
 BU0412.The horizontal coordinates were scaled from a topographic map and have
 BU0412.an estimated accuracy of +/- 6 seconds.
 BU0412
 BU0412.The orthometric height was determined by differential leveling
 BU0412.and adjusted by the National Geodetic Survey in June 1991..
 BU0412
 BU0412.The geoid height was determined by GEOID03.
 BU0412
 BU0412.The dynamic height is computed by dividing the NAVD 88
 BU0412.geopotential number by the normal gravity value computed on the
 BU0412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0412.degrees latitude (g = 980.6199 gals.).
 BU0412
 BU0412.The modeled gravity was interpolated from observed gravity values.
 BU0412
 BU0412;                    North         East    Units  Estimated Accuracy
 BU0412;SPC AL W     -   129,290.      666,070.      MT  (+/- 180 meters Scaled)
 BU0412
 BU0412                          SUPERSEDED SURVEY CONTROL
 BU0412
 BU0412  NGVD 29 (??/??/92)   39.405  (m)          129.28   (f) ADJ UNCH    2 0
 BU0412
 BU0412.Superseded values are not recommended for survey control.
 BU0412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0412.See file dsdata.txt to determine how the superseded data were derived.
 BU0412
 BU0412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV183478(NAD 83)
 BU0412_MARKER: DB = BENCH MARK DISK
 BU0412_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0412_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0412_STAMPING: G 17 1934
 BU0412_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0412+STABILITY: SURFACE MOTION
 BU0412
 BU0412  HISTORY     - Date     Condition        Report By
 BU0412  HISTORY     - 1934     MONUMENTED       CGS
 BU0412  HISTORY     - 1955     GOOD             NGS
 BU0412
 BU0412                          STATION DESCRIPTION
 BU0412
 BU0412'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0412'18.95 MI NE FROM BREWTON.
 BU0412'18.95 MILES NORTHEAST ALONG U. S. HIGHWAY 29 FROM THE LOUISVILLE AND
 BU0412'NASHVILLE RAILROAD STATION AT BREWTON, 0.5 MILE SOUTHWEST OF THE
 BU0412'BRIDGE OVER THE CONECUH RIVER, 0.3 MILE SOUTHWEST OF THE JUNCTION OF A
 BU0412'ROAD NORTH TO BROOKLYN, 40 FEET SOUTH SOUTH-EAST OF CENTER LINE OF 29,
 BU0412'114 1/2 FEET EAST AND ACROSS 29 FROM A POWER POLE WITH A TRANSFORMER,
 BU0412'51 FEET NORTHEAST OF A TELEPHONE POLE, 99 FEET NORTHEAST OF
 BU0412'RIGHT-OF-WAY MARKER 358 / 4, 99 FEET SOUTHEAST AND ACROSS 29 FROM
 BU0412'FENCE CORNER AROUND LAWN OF A LARGE WHITE HOUSE, 6 FEET NORTH
 BU0412'NORTHWEST OF A FENCE LINE, ABOUT LEVEL WITH 29 AND SET IN THE TOP OF A
 BU0412'CONCRETE POST PROJECTING 1-INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0577 ***********************************************************************
 EF0577  DESIGNATION -  G 170
 EF0577  PID         -  EF0577
 EF0577  STATE/COUNTY-  AL/CULLMAN
 EF0577  USGS QUAD   -  TRIMBLE (1984)
 EF0577
 EF0577                         *CURRENT SURVEY CONTROL
 EF0577  ___________________________________________________________________
 EF0577* NAD 83(1986)-  34 03 06.     (N)    086 56 54.     (W)     SCALED    
 EF0577* NAVD 88     -       164.942  (meters)     541.15   (feet)  ADJUSTED  
 EF0577  ___________________________________________________________________
 EF0577  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 EF0577  DYNAMIC HT  -         164.771 (meters)     540.59  (feet)  COMP
 EF0577  MODELED GRAV-     979,597.2   (mgal)                       NAVD 88
 EF0577
 EF0577  VERT ORDER  -  SECOND    CLASS 0
 EF0577
 EF0577.The horizontal coordinates were scaled from a topographic map and have
 EF0577.an estimated accuracy of +/- 6 seconds.
 EF0577
 EF0577.The orthometric height was determined by differential leveling
 EF0577.and adjusted by the National Geodetic Survey in June 1991..
 EF0577
 EF0577.The geoid height was determined by GEOID03.
 EF0577
 EF0577.The dynamic height is computed by dividing the NAVD 88
 EF0577.geopotential number by the normal gravity value computed on the
 EF0577.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0577.degrees latitude (g = 980.6199 gals.).
 EF0577
 EF0577.The modeled gravity was interpolated from observed gravity values.
 EF0577
 EF0577;                    North         East    Units  Estimated Accuracy
 EF0577;SPC AL W     -   449,390.      650,930.      MT  (+/- 180 meters Scaled)
 EF0577
 EF0577                          SUPERSEDED SURVEY CONTROL
 EF0577
 EF0577  NGVD 29 (??/??/92)  164.918  (m)          541.07   (f) ADJ UNCH    2 0
 EF0577
 EF0577.Superseded values are not recommended for survey control.
 EF0577.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0577.See file dsdata.txt to determine how the superseded data were derived.
 EF0577
 EF0577_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC047678(NAD 83)
 EF0577_MARKER: DB = BENCH MARK DISK
 EF0577_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0577_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0577_STAMPING: G-170 1944
 EF0577_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0577+STABILITY: SURFACE MOTION
 EF0577
 EF0577  HISTORY     - Date     Condition        Report By
 EF0577  HISTORY     - 1944     MONUMENTED       CGS
 EF0577  HISTORY     - 1969     GOOD             USGS
 EF0577
 EF0577                          STATION DESCRIPTION
 EF0577
 EF0577'DESCRIBED BY US GEOLOGICAL SURVEY 1969
 EF0577'11.4 MI SW FROM CULLMAN.
 EF0577'ABOUT 11.4 MILES SOUTHWEST (ALONG PRESENT STATE ROUTE 69 AND OLD ROUTE
 EF0577'69), FROM THE COURTHOUSE AT CULLMAN, CULLMAN CO.  ABOUT 2 MILES
 EF0577'SOUTHWEST FROM LORRETTO.  0.5 MI. NORTHEAST ALONG PAVED ROAD FROM THE
 EF0577'WATER LEVEL OF SMITH LAKE, AT CULLMAN MARINA.  262 FEET SOUTH OF T-RD.
 EF0577'NORTHWEST, 83 FEET SOUTHEAST OF CENTERLINE OF PAVED ROAD OPP. BM,
 EF0577'29.5 FEET NORTHEAST OF LARGE DEAD TREE, ABOUT 90 FEET SOUTHWEST OF
 EF0577'SOUTH END OF OLD SHALE PIT.  A STD. DISK, STAMPED G-170 1944 AND SET
 EF0577'IN THE TOP OF A CONCRETE POST LEVEL WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2075 ***********************************************************************
 DH2075  DESIGNATION -  G 171
 DH2075  PID         -  DH2075
 DH2075  STATE/COUNTY-  AL/PICKENS
 DH2075  USGS QUAD   -  PALMETTO (1967)
 DH2075
 DH2075                         *CURRENT SURVEY CONTROL
 DH2075  ___________________________________________________________________
 DH2075* NAD 83(1986)-  33 29 34.     (N)    087 58 51.     (W)     SCALED    
 DH2075* NAVD 88     -       101.808  (meters)     334.02   (feet)  ADJUSTED  
 DH2075  ___________________________________________________________________
 DH2075  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 DH2075  DYNAMIC HT  -         101.698 (meters)     333.65  (feet)  COMP
 DH2075  MODELED GRAV-     979,562.4   (mgal)                       NAVD 88
 DH2075
 DH2075  VERT ORDER  -  SECOND    CLASS 0
 DH2075
 DH2075.The horizontal coordinates were scaled from a topographic map and have
 DH2075.an estimated accuracy of +/- 6 seconds.
 DH2075
 DH2075.The orthometric height was determined by differential leveling
 DH2075.and adjusted by the National Geodetic Survey in June 1991..
 DH2075
 DH2075.The geoid height was determined by GEOID03.
 DH2075
 DH2075.The dynamic height is computed by dividing the NAVD 88
 DH2075.geopotential number by the normal gravity value computed on the
 DH2075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2075.degrees latitude (g = 980.6199 gals.).
 DH2075
 DH2075.The modeled gravity was interpolated from observed gravity values.
 DH2075
 DH2075;                    North         East    Units  Estimated Accuracy
 DH2075;SPC AL W     -   387,370.      555,320.      MT  (+/- 180 meters Scaled)
 DH2075
 DH2075                          SUPERSEDED SURVEY CONTROL
 DH2075
 DH2075  NGVD 29 (??/??/92)  101.762  (m)          333.86   (f) ADJ UNCH    2 0
 DH2075
 DH2075.Superseded values are not recommended for survey control.
 DH2075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2075.See file dsdata.txt to determine how the superseded data were derived.
 DH2075
 DH2075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC088063(NAD 83)
 DH2075_MARKER: DB = BENCH MARK DISK
 DH2075_SETTING: 32 = SET IN A RETAINING WALL OR CONCRETE LEDGE
 DH2075_SP_SET: CULVERT HEADWALL
 DH2075_STAMPING: G 171 1944
 DH2075_MARK LOGO: CGS   
 DH2075_MAGNETIC: R = STEEL ROD IMBEDDED IN MONUMENT
 DH2075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2075+STABILITY: SURFACE MOTION
 DH2075_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH2075+SATELLITE: SATELLITE OBSERVATIONS - October 24, 1991
 DH2075
 DH2075  HISTORY     - Date     Condition        Report By
 DH2075  HISTORY     - 1944     MONUMENTED       CGS
 DH2075  HISTORY     - 1946     GOOD             NGS
 DH2075  HISTORY     - 19901024 GOOD             ALHD
 DH2075  HISTORY     - 19911024 GOOD             ALHD
 DH2075
 DH2075                          STATION DESCRIPTION
 DH2075
 DH2075'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH2075'8.4 MI N FROM REFORM.
 DH2075'ABOUT 8.4 MILES NORTHERLY ALONG STATE HIGHWAY 17 FROM THE GULF MOBILE
 DH2075'AND OHIO RAILROAD STATION AT REFORM, ABOUT 0.4 MILE NORTH OF THE ROAD
 DH2075'INTERSECTION AT PALMETTO, 24.0 FEET WEST OF AND ABOUT THE SAME
 DH2075'ELEVATION AS THE CENTER LINE OF THE HIGHWAY, AND SET HORIZONTALLY IN
 DH2075'THE TOP OF THE SOUTH END OF THE WEST HEAD-WALL OF A 6 X 6-FOOT
 DH2075'CONCRETE BOX CULVERT.  NOTE-- CHANGE 0.4 MILE NORTH OF THE CROSSROADS
 DH2075'TO 0.6 MILE NORTH OF THE SCHOOL AT PALMETTO.
 DH2075
 DH2075                          STATION RECOVERY (1946)
 DH2075
 DH2075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH2075'RECOVERED IN GOOD CONDITION.
 DH2075
 DH2075                          STATION RECOVERY (1990)
 DH2075
 DH2075'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1990
 DH2075'THE STATION IS LOCATED IN PICKENS COUNTY ON THE SOUTHWEST RIGHT OF WAY
 DH2075'OF ALA 17, IN THE COMMUNITY OF PALMETTO, ABOUT 12.87 KM (8.00 MI)
 DH2075'NORTH-NORTHEAST OF REFORM AND ABOUT 20.68 KM (12.85 MI) NORTH-
 DH2075'NORTHWEST OF GORDO.
 DH2075'TO REACH THE STATION FROM THE JUNCTION OF U. S. 82 AND ALA 17 (MILE
 DH2075'POST 211.20 ON ALA 17) AT THE TRAFFIC LIGHT IN REFORM, DRIVE NORTH ON
 DH2075'ALA 17 FOR 13.76 KM (8.55 MI) TO MILE POST 219.75 AND THE STATION ON
 DH2075'THE LEFT.
 DH2075'THE STATION IS 7.32 M (24.02 FT) SOUTHWEST OF THE CENTERLINE OF ALA
 DH2075'17, 0.24 M (0.79 FT) NORTHWEST OF A CARSONITE WITNESS POST, AND SET
 DH2075'IN A DRILLED HOLE IN THE SOUTHEAST END OF THE SOUTHWEST HEADWALL OF A
 DH2075'6 X 6 FOOT CONCRETE CULVERT UNDER ALA 17.
 DH2075'ELEVATION 333.864 FEET OR 101.762 METERS.
 DH2075
 DH2075                          STATION RECOVERY (1991)
 DH2075
 DH2075'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1991 (JLD)
 DH2075'RECOVERED AS DESCRIBED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1623 ***********************************************************************
 DH1623  DESIGNATION -  G 174 RESET
 DH1623  PID         -  DH1623
 DH1623  STATE/COUNTY-  AL/TUSCALOOSA
 DH1623  USGS QUAD   -  COTTONDALE (1983)
 DH1623
 DH1623                         *CURRENT SURVEY CONTROL
 DH1623  ___________________________________________________________________
 DH1623* NAD 83(1986)-  33 10 33.     (N)    087 24 31.     (W)     SCALED    
 DH1623* NAVD 88     -        89.34   (meters)     293.1    (feet)  RESET     
 DH1623  ___________________________________________________________________
 DH1623  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH1623
 DH1623  VERT ORDER  -  THIRD
 DH1623
 DH1623.The horizontal coordinates were scaled from a topographic map and have
 DH1623.an estimated accuracy of +/- 6 seconds.
 DH1623
 DH1623.The orthometric height was computed from unverified reset data.
 DH1623
 DH1623.The geoid height was determined by GEOID03.
 DH1623
 DH1623;                    North         East    Units  Estimated Accuracy
 DH1623;SPC AL W     -   352,120.      608,520.      MT  (+/- 180 meters Scaled)
 DH1623
 DH1623                          SUPERSEDED SURVEY CONTROL
 DH1623
 DH1623.No superseded survey control is available for this station.
 DH1623
 DH1623_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB619708(NAD 83)
 DH1623_MARKER: DB = BENCH MARK DISK
 DH1623_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1623_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1623_STAMPING: G 174 RESET 1951
 DH1623_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1623+STABILITY: SURFACE MOTION
 DH1623
 DH1623  HISTORY     - Date     Condition        Report By
 DH1623  HISTORY     - 1951     MONUMENTED       SOURR
 DH1623  HISTORY     - 1953     GOOD             NGS
 DH1623
 DH1623                          STATION DESCRIPTION
 DH1623
 DH1623'DESCRIBED BY NATIONAL GEODETIC SURVEY 1953
 DH1623'2.6 MI E FROM COTTONDALE.
 DH1623'2.6 MILES EAST ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 DH1623'COTTONDALE, TUSCALOOSA COUNTY, 2386 FEET WEST OF MILEPOST 189, AND
 DH1623'14.4 FEET SOUTH OF THE CENTERLINE OF THE TRACK.  A STANDARD DISK,
 DH1623'STAMPED G 174 RESET 1951 AND SET IN THE TOP OF A CONCRETE POST
 DH1623'PROJECTING 8 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1836 ***********************************************************************
 DH1836  DESIGNATION -  G 175
 DH1836  PID         -  DH1836
 DH1836  STATE/COUNTY-  AL/FAYETTE
 DH1836  USGS QUAD   -  WINFIELD SE (1967)
 DH1836
 DH1836                         *CURRENT SURVEY CONTROL
 DH1836  ___________________________________________________________________
 DH1836* NAD 83(1986)-  33 51 35.     (N)    087 49 25.     (W)     SCALED    
 DH1836* NAVD 88     -       142.251  (meters)     466.70   (feet)  ADJUSTED  
 DH1836  ___________________________________________________________________
 DH1836  GEOID HEIGHT-         -27.56  (meters)                     GEOID03
 DH1836  DYNAMIC HT  -         142.103 (meters)     466.22  (feet)  COMP
 DH1836  MODELED GRAV-     979,593.6   (mgal)                       NAVD 88
 DH1836
 DH1836  VERT ORDER  -  SECOND    CLASS 0
 DH1836
 DH1836.The horizontal coordinates were scaled from a topographic map and have
 DH1836.an estimated accuracy of +/- 6 seconds.
 DH1836
 DH1836.The orthometric height was determined by differential leveling
 DH1836.and adjusted by the National Geodetic Survey in June 1991..
 DH1836
 DH1836.The geoid height was determined by GEOID03.
 DH1836
 DH1836.The dynamic height is computed by dividing the NAVD 88
 DH1836.geopotential number by the normal gravity value computed on the
 DH1836.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1836.degrees latitude (g = 980.6199 gals.).
 DH1836
 DH1836.The modeled gravity was interpolated from observed gravity values.
 DH1836
 DH1836;                    North         East    Units  Estimated Accuracy
 DH1836;SPC AL W     -   428,010.      570,060.      MT  (+/- 180 meters Scaled)
 DH1836
 DH1836                          SUPERSEDED SURVEY CONTROL
 DH1836
 DH1836  NGVD 29 (??/??/92)  142.197  (m)          466.52   (f) ADJ UNCH    2 0
 DH1836
 DH1836.Superseded values are not recommended for survey control.
 DH1836.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1836.See file dsdata.txt to determine how the superseded data were derived.
 DH1836
 DH1836_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC238469(NAD 83)
 DH1836_MARKER: DB = BENCH MARK DISK
 DH1836_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1836_SP_SET: CULVERT
 DH1836_STAMPING: G 175 1944
 DH1836_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1836_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH1836+SATELLITE: SATELLITE OBSERVATIONS - May 19, 2005
 DH1836
 DH1836  HISTORY     - Date     Condition        Report By
 DH1836  HISTORY     - 1944     MONUMENTED       CGS
 DH1836  HISTORY     - 1946     GOOD             NGS
 DH1836  HISTORY     - 20030113 GOOD             ALHD
 DH1836  HISTORY     - 20050519 GOOD             ALHD
 DH1836
 DH1836                          STATION DESCRIPTION
 DH1836
 DH1836'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 DH1836'5.1 MI S FROM WINFIELD.
 DH1836'ABOUT 5.1 MILES SOUTH ALONG U. S. HIGHWAY 43 FROM THE ST. LOUIS AND
 DH1836'SAN FRANCISCO RAILWAY STATION AT WINFIELD, ABOUT 90 FEET NORTH OF A
 DH1836'T-ROAD INTERSECTION, 30.0 FEET WEST OF AND ABOUT 2.4 FEET BELOW THE
 DH1836'CENTER LINE OF THE HIGHWAY, IN THE TOP OF THE SOUTH END OF THE WEST
 DH1836'HEADWALL OF A CONCRETE BOX CULVERT.  NOTE-- THE MARK IS 0.25 MILE
 DH1836'NORTH OF THE GULF STATION.
 DH1836
 DH1836                          STATION RECOVERY (1946)
 DH1836
 DH1836'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1946
 DH1836'RECOVERED IN GOOD CONDITION.
 DH1836
 DH1836                          STATION RECOVERY (2003)
 DH1836
 DH1836'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2003 (JDS)
 DH1836'RECOVERED IN GOOD CONDITION.
 DH1836
 DH1836                          STATION RECOVERY (2005)
 DH1836
 DH1836'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH1836'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0828 ***********************************************************************
 EF0828  DESIGNATION -  G 176
 EF0828  PID         -  EF0828
 EF0828  STATE/COUNTY-  AL/MORGAN
 EF0828  USGS QUAD   -  TRINITY (1974)
 EF0828
 EF0828                         *CURRENT SURVEY CONTROL
 EF0828  ___________________________________________________________________
 EF0828* NAD 83(1986)-  34 36 26.     (N)    087 05 18.     (W)     SCALED    
 EF0828* NAVD 88     -       193.603  (meters)     635.18   (feet)  ADJUSTED  
 EF0828  ___________________________________________________________________
 EF0828  GEOID HEIGHT-         -27.15  (meters)                     GEOID03
 EF0828  DYNAMIC HT  -         193.416 (meters)     634.57  (feet)  COMP
 EF0828  MODELED GRAV-     979,664.8   (mgal)                       NAVD 88
 EF0828
 EF0828  VERT ORDER  -  FIRST     CLASS II
 EF0828
 EF0828.The horizontal coordinates were scaled from a topographic map and have
 EF0828.an estimated accuracy of +/- 6 seconds.
 EF0828
 EF0828.The orthometric height was determined by differential leveling
 EF0828.and adjusted by the National Geodetic Survey in June 1991..
 EF0828
 EF0828.The geoid height was determined by GEOID03.
 EF0828
 EF0828.The dynamic height is computed by dividing the NAVD 88
 EF0828.geopotential number by the normal gravity value computed on the
 EF0828.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0828.degrees latitude (g = 980.6199 gals.).
 EF0828
 EF0828.The modeled gravity was interpolated from observed gravity values.
 EF0828
 EF0828;                    North         East    Units  Estimated Accuracy
 EF0828;SPC AL W     -   510,950.      637,760.      MT  (+/- 180 meters Scaled)
 EF0828
 EF0828                          SUPERSEDED SURVEY CONTROL
 EF0828
 EF0828  NGVD 29 (??/??/92)  193.572  (m)          635.08   (f) ADJ UNCH    1 2
 EF0828
 EF0828.Superseded values are not recommended for survey control.
 EF0828.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0828.See file dsdata.txt to determine how the superseded data were derived.
 EF0828
 EF0828_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD919294(NAD 83)
 EF0828_MARKER: DB = BENCH MARK DISK
 EF0828_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0828_SP_SET: CONCRETE BASE
 EF0828_STAMPING: G 176 1944
 EF0828_MARK LOGO: CGS   
 EF0828_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0828_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 EF0828+SATELLITE: SATELLITE OBSERVATIONS - March 10, 2005
 EF0828
 EF0828  HISTORY     - Date     Condition        Report By
 EF0828  HISTORY     - 1944     MONUMENTED       CGS
 EF0828  HISTORY     - 1950     GOOD             NGS
 EF0828  HISTORY     - 1982     GOOD             NGS
 EF0828  HISTORY     - 20050310 GOOD             INDIV
 EF0828
 EF0828                          STATION DESCRIPTION
 EF0828
 EF0828'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0828'IN TRINITY.
 EF0828'BENCH MARK IS ON THE RIGHT-OF-WAY OF THE SOUTHERN RAILWAY AT TRINITY,
 EF0828'ABOUT 120 FEET SOUTHEAST OF THE MAIN ROAD CROSSING, 11.0 FEET
 EF0828'NORTHEAST OF AND ABOUT THE SAME ELEVATION AS THE MAIN TRACK, DIRECTLY
 EF0828'ACROSS THE TRACK FROM THE NORTHWEST CORNER OF THE STATION, AND SET
 EF0828'HORIZONTALLY IN THE TOP OF THE NORTHWEST CORNER OF THE CONCRETE BASE
 EF0828'OF THE MAIL POST.
 EF0828
 EF0828                          STATION RECOVERY (1950)
 EF0828
 EF0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 EF0828'RECOVERED IN GOOD CONDITION.
 EF0828
 EF0828                          STATION RECOVERY (1982)
 EF0828
 EF0828'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0828'RECOVERED IN GOOD CONDITION, NOTE, ONLY THE 3 BY 3 FOOT CONCRETE BASE
 EF0828'OF A MAIL CRANE REMAINS, AT THE CROSSING OF THE SOUTHERN RAILWAY AND
 EF0828'NORTH SENECA DRIVE IN TRINITY.
 EF0828'THE MARK IS 0.3 M BELOW RAILROAD.
 EF0828
 EF0828                          STATION RECOVERY (2005)
 EF0828
 EF0828'RECOVERY NOTE BY INDIVIDUAL CONTRIBUTORS 2005 (RSE)
 EF0828'NAD83(1992) 34DEG 36MIN 26.21S AND 87DEG 05MIN 15.23S FOR RECOVERY
 EF0828'ONLY
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0783 ***********************************************************************
 EF0783  DESIGNATION -  G 177
 EF0783  PID         -  EF0783
 EF0783  STATE/COUNTY-  AL/LAWRENCE
 EF0783  USGS QUAD   -  TOWN CREEK (1988)
 EF0783
 EF0783                         *CURRENT SURVEY CONTROL
 EF0783  ___________________________________________________________________
 EF0783* NAD 83(1986)-  34 41 27.     (N)    087 26 10.     (W)     SCALED    
 EF0783* NAVD 88     -       169.073  (meters)     554.70   (feet)  ADJUSTED  
 EF0783  ___________________________________________________________________
 EF0783  GEOID HEIGHT-         -26.73  (meters)                     GEOID03
 EF0783  DYNAMIC HT  -         168.914 (meters)     554.18  (feet)  COMP
 EF0783  MODELED GRAV-     979,693.2   (mgal)                       NAVD 88
 EF0783
 EF0783  VERT ORDER  -  FIRST     CLASS II
 EF0783
 EF0783.The horizontal coordinates were scaled from a topographic map and have
 EF0783.an estimated accuracy of +/- 6 seconds.
 EF0783
 EF0783.The orthometric height was determined by differential leveling
 EF0783.and adjusted by the National Geodetic Survey in June 1991..
 EF0783
 EF0783.The geoid height was determined by GEOID03.
 EF0783
 EF0783.The dynamic height is computed by dividing the NAVD 88
 EF0783.geopotential number by the normal gravity value computed on the
 EF0783.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0783.degrees latitude (g = 980.6199 gals.).
 EF0783
 EF0783.The modeled gravity was interpolated from observed gravity values.
 EF0783
 EF0783;                    North         East    Units  Estimated Accuracy
 EF0783;SPC AL W     -   520,150.      605,850.      MT  (+/- 180 meters Scaled)
 EF0783
 EF0783                          SUPERSEDED SURVEY CONTROL
 EF0783
 EF0783  NGVD 29 (??/??/92)  169.043  (m)          554.60   (f) ADJ UNCH    1 2
 EF0783
 EF0783.Superseded values are not recommended for survey control.
 EF0783.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0783.See file dsdata.txt to determine how the superseded data were derived.
 EF0783
 EF0783_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD600388(NAD 83)
 EF0783_MARKER: DB = BENCH MARK DISK
 EF0783_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0783_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0783_STAMPING: G 177 1944
 EF0783_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0783+STABILITY: SURFACE MOTION
 EF0783
 EF0783  HISTORY     - Date     Condition        Report By
 EF0783  HISTORY     - 1944     MONUMENTED       CGS
 EF0783  HISTORY     - 1949     GOOD             TVA
 EF0783  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0783
 EF0783                          STATION DESCRIPTION
 EF0783
 EF0783'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF0783'2.1 MI W FROM TOWN CREEK.
 EF0783'ABOUT 2.1 MILES WESTERLY ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0783'AT TOWN CREEK, ABOUT 400 FEET EAST AND ACROSS THE TRACK FROM A SIGNAL
 EF0783'CONTROL BOX, 31.5 FEET NORTH OF AND ABOUT 2 FEET BELOW THE CENTER LINE
 EF0783'OF THE TRACK, 2.0 FEET EAST OF A 4 BY 4-INCH WOODEN REFERENCE POST,
 EF0783'AND 1.5 FEET SOUTH OF THE RIGHT-OF-WAY FENCE.  MONUMENT PROJECTS ABOUT
 EF0783'0.5 FOOT.  NOTE-- THERE IS NOW A MARKER NEAR THE MARK.
 EF0783
 EF0783                          STATION RECOVERY (1949)
 EF0783
 EF0783'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0783'RECOVERED IN GOOD CONDITION.
 EF0783
 EF0783                          STATION RECOVERY (1982)
 EF0783
 EF0783'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0783'NOT RECOVERED, INACCESSIBLE, NOT SEARCHED FOR, LEVEL LINE REROUTED
 EF0783'ALONG U.S. HIGHWAY 72 ALTERNATE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1087 ***********************************************************************
 EF1087  DESIGNATION -  G 178
 EF1087  PID         -  EF1087
 EF1087  STATE/COUNTY-  AL/COLBERT
 EF1087  USGS QUAD   -  FLORENCE (1971)
 EF1087
 EF1087                         *CURRENT SURVEY CONTROL
 EF1087  ___________________________________________________________________
 EF1087* NAD 83(1986)-  34 45 29.     (N)    087 41 56.     (W)     SCALED    
 EF1087* NAVD 88     -       149.196  (meters)     489.49   (feet)  POSTED    
 EF1087  ___________________________________________________________________
 EF1087  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EF1087  DYNAMIC HT  -         149.050 (meters)     489.01  (feet)  COMP
 EF1087  MODELED GRAV-     979,670.7   (mgal)                       NAVD 88
 EF1087
 EF1087  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF1087
 EF1087.The horizontal coordinates were scaled from a topographic map and have
 EF1087.an estimated accuracy of +/- 6 seconds.
 EF1087
 EF1087.The orthometric height was determined by differential leveling
 EF1087.and adjusted by the National Geodetic Survey in 1992..
 EF1087.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF1087.rate of 0.0 thru 1.0 mm/km.
 EF1087
 EF1087.The geoid height was determined by GEOID03.
 EF1087
 EF1087.The dynamic height is computed by dividing the NAVD 88
 EF1087.geopotential number by the normal gravity value computed on the
 EF1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1087.degrees latitude (g = 980.6199 gals.).
 EF1087
 EF1087.The modeled gravity was interpolated from observed gravity values.
 EF1087
 EF1087;                    North         East    Units  Estimated Accuracy
 EF1087;SPC AL W     -   527,620.      581,790.      MT  (+/- 180 meters Scaled)
 EF1087
 EF1087                          SUPERSEDED SURVEY CONTROL
 EF1087
 EF1087  NGVD 29 (??/??/92)  149.163  (m)          489.38   (f) ADJ UNCH    1 2
 EF1087
 EF1087.Superseded values are not recommended for survey control.
 EF1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF1087.See file dsdata.txt to determine how the superseded data were derived.
 EF1087
 EF1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD360464(NAD 83)
 EF1087_MARKER: DB = BENCH MARK DISK
 EF1087_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF1087_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF1087_STAMPING: G 178 1944
 EF1087_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1087+STABILITY: SURFACE MOTION
 EF1087
 EF1087  HISTORY     - Date     Condition        Report By
 EF1087  HISTORY     - 1944     MONUMENTED       CGS
 EF1087  HISTORY     - 1972     GOOD             TVA
 EF1087
 EF1087                          STATION DESCRIPTION
 EF1087
 EF1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1944
 EF1087'IN SHEFFIELD.
 EF1087'BENCH MARK IS LOCATED AT SHEFFIELD, ON THE RIGHT-OF-WAY OF THE
 EF1087'SOUTHERN RAILWAY, AT THE INTERSECTION OF U. S. HIGHWAY 72, 48.0 FEET
 EF1087'WEST OF THE CENTER LINE OF THE HIGHWAY, 2.0 FEET SOUTH OF THE CENTER
 EF1087'LINE OF THE SOUTH TRACK, 2.0 FEET SOUTHWEST OF THE NORTHEAST CORNER OF
 EF1087'THE FENCE AROUND A SMALL PARK.  MONUMENT PROJECTS ABOUT 0.4 FOOT.
 EF1087'DELETE REFERENCE TO THE SMALL PARK.  NOTE-- U. S. HIGHWAY IS ALSO
 EF1087'CALLED MONTGOMERY AVE.  MARK IS 2.7 FT. N. 33 DEG E OF THE N.E. CORNER
 EF1087'OF THE CONCRETE FOOTING FOR THE TRAIN SIGNAL LIGHT AND 16.4 FT. N. 50
 EF1087'DEG W OF N.W. CORNER OF CONCRETE FOOTING FOR RAILROAD TRAFFIC SIGNAL
 EF1087'LIGHT.
 EF1087
 EF1087                          STATION RECOVERY (1972)
 EF1087
 EF1087'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1972
 EF1087'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF1382 ***********************************************************************
 EF1382  DESIGNATION -  G 178 RESET
 EF1382  PID         -  EF1382
 EF1382  STATE/COUNTY-  AL/COLBERT
 EF1382  USGS QUAD   -  FLORENCE (1971)
 EF1382
 EF1382                         *CURRENT SURVEY CONTROL
 EF1382  ___________________________________________________________________
 EF1382* NAD 83(1986)-  34 45 30.     (N)    087 41 55.     (W)     SCALED    
 EF1382* NAVD 88     -       149.286  (meters)     489.78   (feet)  ADJUSTED  
 EF1382  ___________________________________________________________________
 EF1382  GEOID HEIGHT-         -27.19  (meters)                     GEOID03
 EF1382  DYNAMIC HT  -         149.143 (meters)     489.31  (feet)  COMP
 EF1382  MODELED GRAV-     979,670.8   (mgal)                       NAVD 88
 EF1382
 EF1382  VERT ORDER  -  FIRST     CLASS II
 EF1382
 EF1382.The horizontal coordinates were scaled from a topographic map and have
 EF1382.an estimated accuracy of +/- 6 seconds.
 EF1382
 EF1382.The orthometric height was determined by differential leveling
 EF1382.and adjusted by the National Geodetic Survey in June 1991..
 EF1382
 EF1382.The geoid height was determined by GEOID03.
 EF1382
 EF1382.The dynamic height is computed by dividing the NAVD 88
 EF1382.geopotential number by the normal gravity value computed on the
 EF1382.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF1382.degrees latitude (g = 980.6199 gals.).
 EF1382
 EF1382.The modeled gravity was interpolated from observed gravity values.
 EF1382
 EF1382;                    North         East    Units  Estimated Accuracy
 EF1382;SPC AL W     -   527,650.      581,820.      MT  (+/- 180 meters Scaled)
 EF1382
 EF1382                          SUPERSEDED SURVEY CONTROL
 EF1382
 EF1382.No superseded survey control is available for this station.
 EF1382
 EF1382_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD360464(NAD 83)
 EF1382_MARKER: DD = SURVEY DISK
 EF1382_SETTING: 35 = SET IN A MAT FOUNDATION OR CONCRETE SLAB OTHER THAN
 EF1382+WITH SETTING: PAVEMENT
 EF1382_SP_SET: SEMAPHORE BASE
 EF1382_STAMPING: G 178 RESET 1973
 EF1382_MARK LOGO: TVA   
 EF1382_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF1382+STABILITY: SURFACE MOTION
 EF1382
 EF1382  HISTORY     - Date     Condition        Report By
 EF1382  HISTORY     - 1973     MONUMENTED       TVA
 EF1382  HISTORY     - 1983     GOOD             NGS
 EF1382
 EF1382                          STATION DESCRIPTION
 EF1382
 EF1382'DESCRIBED BY NATIONAL GEODETIC SURVEY 1983
 EF1382'IN SHEFFIELD.
 EF1382'IN SHEFFIELD, NEAR THE INTERSECTION OF BUSINESS ROUTE 43 AND THE
 EF1382'CROSSING OF THE SOUTHERN RAILROAD, ALSO 3.1 KM (1.9 MI) NORTH ALONG
 EF1382'BUSINESS ROUTE 43 FROM THE COLBERT COUNTY COURTHOUSE IN TUSCUMBIA, A
 EF1382'TVA DISK SET IN TOP AND AT THE NORTHEAST CORNER OF A SQUARE RAILROAD
 EF1382'STREET SIGNAL SEMAPHORE BASE, 6.4 METERS (21.0 FT) SOUTH OF THE SOUTH
 EF1382'RAIL OF THE SOUTHERNMOST SET OF TRACKS, 0.91 METERS (3.0 FT) SOUTHWEST
 EF1382'OF A POWERLINE POLE, AND 7.3 METERS (24.0 FT) WEST OF THE CENTERLINE
 EF1382'OF THE SOUTHBOUND LANE OF THE BUSINESS ROUTE 43.
 EF1382'THE MARK IS 0.31 M ABOVE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0229 ***********************************************************************
 BU0229  DESIGNATION -  G 18
 BU0229  PID         -  BU0229
 BU0229  STATE/COUNTY-  AL/GENEVA
 BU0229  USGS QUAD   -  SAMSON (1986)
 BU0229
 BU0229                         *CURRENT SURVEY CONTROL
 BU0229  ___________________________________________________________________
 BU0229* NAD 83(1986)-  31 06 43.     (N)    086 02 50.     (W)     SCALED    
 BU0229* NAVD 88     -        62.461  (meters)     204.92   (feet)  ADJUSTED  
 BU0229  ___________________________________________________________________
 BU0229  GEOID HEIGHT-         -27.14  (meters)                     GEOID03
 BU0229  DYNAMIC HT  -          62.383 (meters)     204.67  (feet)  COMP
 BU0229  MODELED GRAV-     979,391.9   (mgal)                       NAVD 88
 BU0229
 BU0229  VERT ORDER  -  SECOND    CLASS 0
 BU0229
 BU0229.The horizontal coordinates were scaled from a topographic map and have
 BU0229.an estimated accuracy of +/- 6 seconds.
 BU0229
 BU0229.The orthometric height was determined by differential leveling
 BU0229.and adjusted by the National Geodetic Survey in June 1991..
 BU0229
 BU0229.The geoid height was determined by GEOID03.
 BU0229
 BU0229.The dynamic height is computed by dividing the NAVD 88
 BU0229.geopotential number by the normal gravity value computed on the
 BU0229.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0229.degrees latitude (g = 980.6199 gals.).
 BU0229
 BU0229.The modeled gravity was interpolated from observed gravity values.
 BU0229
 BU0229;                    North         East    Units  Estimated Accuracy
 BU0229;SPC AL E     -    67,860.      179,600.      MT  (+/- 180 meters Scaled)
 BU0229
 BU0229                          SUPERSEDED SURVEY CONTROL
 BU0229
 BU0229  NGVD 29 (??/??/92)   62.518  (m)          205.11   (f) ADJ UNCH    2 0
 BU0229
 BU0229.Superseded values are not recommended for survey control.
 BU0229.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0229.See file dsdata.txt to determine how the superseded data were derived.
 BU0229
 BU0229_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV908423(NAD 83)
 BU0229_MARKER: DB = BENCH MARK DISK
 BU0229_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0229_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0229_STAMPING: G 18 1934
 BU0229_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0229+STABILITY: SURFACE MOTION
 BU0229
 BU0229  HISTORY     - Date     Condition        Report By
 BU0229  HISTORY     - 1934     MONUMENTED       CGS
 BU0229  HISTORY     - 1955     GOOD             NGS
 BU0229
 BU0229                          STATION DESCRIPTION
 BU0229
 BU0229'DESCRIBED BY NATIONAL GEODETIC SURVEY 1955
 BU0229'IN SAMSON.
 BU0229'AT SAMSON, 1 BLOCK SOUTHWEST ALONG STATE HIGHWAY 12 FROM THE JUNCTION
 BU0229'OF STATE HIGHWAY 87, THENCE 1 BLOCK SOUTH ALONG A STREET, IN THE
 BU0229'NORTHEAST QUARTER OF A STREET INTERSECTION, ALONG THE OLD ABANDONED
 BU0229'CENTRAL OF GEORGIA RAILWAY, ABOUT 60 YARDS EAST OF THE OLD STATION
 BU0229'(BUILDING STILL INTACT-OLD RAILROAD GRADE NOT IDENTIFIABLE), 50 FEET
 BU0229'EAST OF CENTER LINE OF NORTH-SOUTH STREET, 30 FEET NORTH OF CENTER
 BU0229'LINE OF EAST-WEST STREET, 105 FEET NORTH AND ACROSS EAST-WEST STREET
 BU0229'FROM THE NORTH CORNER OF CONCRETE BASE OF THE NORTHEAST LEG OF CITY
 BU0229'WATER TOWER, 31 1/2 FEET EAST OF EAST END OF A 24-INCH TILE PIPE
 BU0229'CULVERT UNDER STREET LEADING NORTH, 2 FEET WEST OF POWER POLE NO.
 BU0229'3/33, ABOUT 1 FOOT BELOW LEVEL OF STREET INTERSECTION, AND SET IN THE
 BU0229'TOP OF A CONCRETE POST FLUSH WITH GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0819 ***********************************************************************
 BT0819  DESIGNATION -  G 180
 BT0819  PID         -  BT0819
 BT0819  STATE/COUNTY-  AL/HOUSTON
 BT0819  USGS QUAD   -  DOTHAN WEST (1981)
 BT0819
 BT0819                         *CURRENT SURVEY CONTROL
 BT0819  ___________________________________________________________________
 BT0819* NAD 83(1986)-  31 14 23.     (N)    085 26 17.     (W)     SCALED    
 BT0819* NAVD 88     -        97.618  (meters)     320.27   (feet)  ADJUSTED  
 BT0819  ___________________________________________________________________
 BT0819  GEOID HEIGHT-         -27.13  (meters)                     GEOID03
 BT0819  DYNAMIC HT  -          97.497 (meters)     319.87  (feet)  COMP
 BT0819  MODELED GRAV-     979,398.6   (mgal)                       NAVD 88
 BT0819
 BT0819  VERT ORDER  -  SECOND    CLASS 0
 BT0819
 BT0819.The horizontal coordinates were scaled from a topographic map and have
 BT0819.an estimated accuracy of +/- 6 seconds.
 BT0819
 BT0819.The orthometric height was determined by differential leveling
 BT0819.and adjusted by the National Geodetic Survey in June 1991..
 BT0819
 BT0819.The geoid height was determined by GEOID03.
 BT0819
 BT0819.The dynamic height is computed by dividing the NAVD 88
 BT0819.geopotential number by the normal gravity value computed on the
 BT0819.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0819.degrees latitude (g = 980.6199 gals.).
 BT0819
 BT0819.The modeled gravity was interpolated from observed gravity values.
 BT0819
 BT0819;                    North         East    Units  Estimated Accuracy
 BT0819;SPC AL E     -    82,080.      237,660.      MT  (+/- 180 meters Scaled)
 BT0819
 BT0819                          SUPERSEDED SURVEY CONTROL
 BT0819
 BT0819  NGVD 29 (??/??/92)   97.719  (m)          320.60   (f) ADJ UNCH    2 0
 BT0819
 BT0819.Superseded values are not recommended for survey control.
 BT0819.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0819.See file dsdata.txt to determine how the superseded data were derived.
 BT0819
 BT0819_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV487572(NAD 83)
 BT0819_MARKER: DB = BENCH MARK DISK
 BT0819_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BT0819_SP_SET: CONCRETE BASE
 BT0819_STAMPING: G 180 1945
 BT0819_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0819
 BT0819  HISTORY     - Date     Condition        Report By
 BT0819  HISTORY     - 1945     MONUMENTED       CGS
 BT0819  HISTORY     - 1958     GOOD             NGS
 BT0819
 BT0819                          STATION DESCRIPTION
 BT0819
 BT0819'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 BT0819'AT DOTHAN MUNICIPAL AIRPORT.
 BT0819'AT DOTHAN MUNICIPAL AIRPORT, HOUSTON COUNTY, AT THE CONTROL TOWER,
 BT0819'AND IN THE TOP OF THE CONCRETE BASE OF THE NORTHWEST LEG.  A STANDARD
 BT0819'DISK, STAMPED G 180 1945.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0329 ***********************************************************************
 DH0329  DESIGNATION -  G 182
 DH0329  PID         -  DH0329
 DH0329  STATE/COUNTY-  AL/TALLADEGA
 DH0329  USGS QUAD   -  EASTABOGA (1972)
 DH0329
 DH0329                         *CURRENT SURVEY CONTROL
 DH0329  ___________________________________________________________________
 DH0329* NAD 83(1986)-  33 31 57.     (N)    086 00 26.     (W)     SCALED    
 DH0329* NAVD 88     -       173.669  (meters)     569.78   (feet)  ADJUSTED  
 DH0329  ___________________________________________________________________
 DH0329  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 DH0329  DYNAMIC HT  -         173.483 (meters)     569.17  (feet)  COMP
 DH0329  MODELED GRAV-     979,557.7   (mgal)                       NAVD 88
 DH0329
 DH0329  VERT ORDER  -  SECOND    CLASS 0
 DH0329
 DH0329.The horizontal coordinates were scaled from a topographic map and have
 DH0329.an estimated accuracy of +/- 6 seconds.
 DH0329
 DH0329.The orthometric height was determined by differential leveling
 DH0329.and adjusted by the National Geodetic Survey in June 1991..
 DH0329
 DH0329.The geoid height was determined by GEOID03.
 DH0329
 DH0329.The dynamic height is computed by dividing the NAVD 88
 DH0329.geopotential number by the normal gravity value computed on the
 DH0329.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0329.degrees latitude (g = 980.6199 gals.).
 DH0329
 DH0329.The modeled gravity was interpolated from observed gravity values.
 DH0329
 DH0329;                    North         East    Units  Estimated Accuracy
 DH0329;SPC AL E     -   336,270.      183,850.      MT  (+/- 180 meters Scaled)
 DH0329
 DH0329                          SUPERSEDED SURVEY CONTROL
 DH0329
 DH0329  NGVD 29 (??/??/92)  173.586  (m)          569.51   (f) ADJ UNCH    2 0
 DH0329
 DH0329.Superseded values are not recommended for survey control.
 DH0329.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0329.See file dsdata.txt to determine how the superseded data were derived.
 DH0329
 DH0329_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC921107(NAD 83)
 DH0329_MARKER: DB = BENCH MARK DISK
 DH0329_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0329_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0329_STAMPING: G 182 1945
 DH0329_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0329+STABILITY: SURFACE MOTION
 DH0329
 DH0329  HISTORY     - Date     Condition        Report By
 DH0329  HISTORY     - 1945     MONUMENTED       CGS
 DH0329
 DH0329                          STATION DESCRIPTION
 DH0329
 DH0329'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 DH0329'3.1 MI NW FROM MUNFORD.
 DH0329'3.1 MILES NORTHWEST ALONG THE EASTABOGA--MUNFORD COUNTY ROAD FROM THE
 DH0329'SOUTHERN RAILWAY STATION IN MUNFORD, IN RIGHT-OF-WAY OF A HIGH POWER
 DH0329'LINE, WHERE HIGH POWER LINE CROSSES COUNTY ROAD, ABOUT 100 YARDS
 DH0329'NORTHEAST OF FARM HOUSE, 35 FEET NORTHWEST OF THE CENTER OF COUNTY
 DH0329'ROAD AT TURN SOUTHWEST, 15 FEET NORTH OF THE CENTER OF DRIVE TO FARM
 DH0329'HOUSE, 8.5 FEET NORTHEAST OF A POWER LINE POLE.  A BRONZE DISK SET IN
 DH0329'THE TOP OF A CONCRETE POST WHICH PROJECTS 4 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0242 ***********************************************************************
 EG0242  DESIGNATION -  G 183
 EG0242  PID         -  EG0242
 EG0242  STATE/COUNTY-  AL/MARION
 EG0242  USGS QUAD   -  VINA (1976)
 EG0242
 EG0242                         *CURRENT SURVEY CONTROL
 EG0242  ___________________________________________________________________
 EG0242* NAD 83(1986)-  34 17 42.     (N)    088 02 23.     (W)     SCALED    
 EG0242* NAVD 88     -       156.525  (meters)     513.53   (feet)  ADJUSTED  
 EG0242  ___________________________________________________________________
 EG0242  GEOID HEIGHT-         -27.29  (meters)                     GEOID03
 EG0242  DYNAMIC HT  -         156.367 (meters)     513.01  (feet)  COMP
 EG0242  MODELED GRAV-     979,625.1   (mgal)                       NAVD 88
 EG0242
 EG0242  VERT ORDER  -  SECOND    CLASS 0
 EG0242
 EG0242.The horizontal coordinates were scaled from a topographic map and have
 EG0242.an estimated accuracy of +/- 6 seconds.
 EG0242
 EG0242.The orthometric height was determined by differential leveling
 EG0242.and adjusted by the National Geodetic Survey in June 1991..
 EG0242
 EG0242.The geoid height was determined by GEOID03.
 EG0242
 EG0242.The dynamic height is computed by dividing the NAVD 88
 EG0242.geopotential number by the normal gravity value computed on the
 EG0242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0242.degrees latitude (g = 980.6199 gals.).
 EG0242
 EG0242.The modeled gravity was interpolated from observed gravity values.
 EG0242
 EG0242;                    North         East    Units  Estimated Accuracy
 EG0242;SPC AL W     -   476,370.      550,310.      MT  (+/- 180 meters Scaled)
 EG0242
 EG0242                          SUPERSEDED SURVEY CONTROL
 EG0242
 EG0242  NGVD 29 (??/??/92)  156.470  (m)          513.35   (f) ADJ UNCH    2 0
 EG0242
 EG0242.Superseded values are not recommended for survey control.
 EG0242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0242.See file dsdata.txt to determine how the superseded data were derived.
 EG0242
 EG0242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC043953(NAD 83)
 EG0242_MARKER: DB = BENCH MARK DISK
 EG0242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0242_STAMPING: G 183 1945
 EG0242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0242+STABILITY: SURFACE MOTION
 EG0242
 EG0242  HISTORY     - Date     Condition        Report By
 EG0242  HISTORY     - 1945     MONUMENTED       CGS
 EG0242  HISTORY     - 1950     MARK NOT FOUND   TVA
 EG0242  HISTORY     - 20050224 MARK NOT FOUND   ALHD
 EG0242
 EG0242                          STATION DESCRIPTION
 EG0242
 EG0242'DESCRIBED BY COAST AND GEODETIC SURVEY 1945
 EG0242'7.9 MI S FROM VINA.
 EG0242'ABOUT 2.0 MILES EAST ALONG THE RED BAY-HACKLEBURG ROAD FROM THE
 EG0242'ILLINOIS CENTRAL RAILROAD STATION AT VINA, THENCE 5.9 MILES SOUTH
 EG0242'ALONG THE ROAD TO BEXAR, ABOUT 0.4 MILE NORTH OF AN IRON BRIDGE, 35.5
 EG0242'FEET NORTH OF THE NORTH CORNER OF A HOUSE ON THE SOUTH EAST SIDE OF
 EG0242'THE ROAD, 73.5 FEET NORTHWEST OF THE CENTER OF A WELL, 16.5 FEET
 EG0242'SOUTHEAST OF AND ABOUT 2.5 FEET HIGHER THAN THE CENTER LINE OF THE
 EG0242'ROAD, 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST.  A BRONZE
 EG0242'DISK SET IN THE TOP OF A CONCRETE POST, PROJECTING 6 IN. ABOVE THE
 EG0242'GROUND.
 EG0242
 EG0242                          STATION RECOVERY (1950)
 EG0242
 EG0242'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1950
 EG0242'MARK NOT FOUND.
 EG0242
 EG0242                          STATION RECOVERY (2005)
 EG0242
 EG0242'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EG0242'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG1282 ***********************************************************************
 EG1282  DESIGNATION -  G 184
 EG1282  PID         -  EG1282
 EG1282  STATE/COUNTY-  AL/MARION
 EG1282  USGS QUAD   -  VINA (1976)
 EG1282
 EG1282                         *CURRENT SURVEY CONTROL
 EG1282  ___________________________________________________________________
 EG1282* NAD 83(1986)-  34 15 03.     (N)    088 01 41.     (W)     SCALED    
 EG1282* NAVD 88     -       234.532  (meters)     769.46   (feet)  ADJUSTED  
 EG1282  ___________________________________________________________________
 EG1282  GEOID HEIGHT-         -27.25  (meters)                     GEOID03
 EG1282  DYNAMIC HT  -         234.295 (meters)     768.68  (feet)  COMP
 EG1282  MODELED GRAV-     979,620.8   (mgal)                       NAVD 88
 EG1282
 EG1282  VERT ORDER  -  SECOND    CLASS 0
 EG1282
 EG1282.The horizontal coordinates were scaled from a topographic map and have
 EG1282.an estimated accuracy of +/- 6 seconds.
 EG1282
 EG1282.The orthometric height was determined by differential leveling
 EG1282.and adjusted by the National Geodetic Survey in June 1991..
 EG1282
 EG1282.The geoid height was determined by GEOID03.
 EG1282
 EG1282.The dynamic height is computed by dividing the NAVD 88
 EG1282.geopotential number by the normal gravity value computed on the
 EG1282.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG1282.degrees latitude (g = 980.6199 gals.).
 EG1282
 EG1282.The modeled gravity was interpolated from observed gravity values.
 EG1282
 EG1282;                    North         East    Units  Estimated Accuracy
 EG1282;SPC AL W     -   471,470.      551,360.      MT  (+/- 180 meters Scaled)
 EG1282
 EG1282                          SUPERSEDED SURVEY CONTROL
 EG1282
 EG1282  NGVD 29 (??/??/92)  234.474  (m)          769.27   (f) ADJ UNCH    2 0
 EG1282
 EG1282.Superseded values are not recommended for survey control.
 EG1282.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG1282.See file dsdata.txt to determine how the superseded data were derived.
 EG1282
 EG1282_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC053904(NAD 83)
 EG1282_MARKER: DB = BENCH MARK DISK
 EG1282_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG1282_STAMPING: G 184 1945
 EG1282_MARK LOGO: CGS   
 EG1282_MAGNETIC: N = NO MAGNETIC MATERIAL
 EG1282_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG1282+STABILITY: SURFACE MOTION
 EG1282
 EG1282  HISTORY     - Date     Condition        Report By
 EG1282  HISTORY     - 194512   MONUMENTED       CGS
 EG1282
 EG1282                          STATION DESCRIPTION
 EG1282
 EG1282'DESCRIBED BY COAST AND GEODETIC SURVEY 1945 (CS)
 EG1282'9.6 MI (15.4 KM) NORTHEAST OF BEXAR. FROM THE BEXAR CHURCH AND
 EG1282'CEMETERY GO NORTH 5.2 MI (8.4 KM) ALONG THE BEXAR, GOGGINS STORE,
 EG1282'NEWBURG, VINA ROAD TO ITS JUNCTION WITH A ROAD LEADING SOUTHEAST,
 EG1282'THENCE SOUTHEAST AND EAST 1.3 MI (2.1 KM) TO THE JUNCTION WITH A ROAD
 EG1282'NORTH AND SOUTH, 0.1 MI (0.2 KM) EAST OF SUNNY SIDE SCHOOL, THENCE
 EG1282'NORTH AND EAST, TAKING THE EAST FORK AT 0.9 AND 1.1 MI (1.8 KM), 3.1
 EG1282'MI (5.0 KM) TO THE BENCH MARK.  AT THE JUNCTION OF A ROAD LEADING
 EG1282'NORTH AND SOUTH, 16 FT (4.9 M) SOUTH OF A ROAD LEADING WEST, 51 FT
 EG1282'(15.5 M) WEST OF THE ROAD LEADING SOUTH, 2 FT (0.6 M) EAST OF A WHITE,
 EG1282'WOODEN WITNESS POST.  A BRONZE DISK SET IN THE TOP OF A CONCRETE POST,
 EG1282'PROJECTING 6 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1793 ***********************************************************************
 DH1793  DESIGNATION -  G 185
 DH1793  PID         -  DH1793
 DH1793  STATE/COUNTY-  AL/LAMAR
 DH1793  USGS QUAD   -  BLUFF (1983)
 DH1793
 DH1793                         *CURRENT SURVEY CONTROL
 DH1793  ___________________________________________________________________
 DH1793* NAD 83(1986)-  33 46 05.     (N)    087 59 36.     (W)     SCALED    
 DH1793* NAVD 88     -       154.065  (meters)     505.46   (feet)  ADJUSTED  
 DH1793  ___________________________________________________________________
 DH1793  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 DH1793  DYNAMIC HT  -         153.904 (meters)     504.93  (feet)  COMP
 DH1793  MODELED GRAV-     979,593.1   (mgal)                       NAVD 88
 DH1793
 DH1793  VERT ORDER  -  SECOND    CLASS 0
 DH1793
 DH1793.The horizontal coordinates were scaled from a topographic map and have
 DH1793.an estimated accuracy of +/- 6 seconds.
 DH1793
 DH1793.The orthometric height was determined by differential leveling
 DH1793.and adjusted by the National Geodetic Survey in June 1991..
 DH1793
 DH1793.The geoid height was determined by GEOID03.
 DH1793
 DH1793.The dynamic height is computed by dividing the NAVD 88
 DH1793.geopotential number by the normal gravity value computed on the
 DH1793.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1793.degrees latitude (g = 980.6199 gals.).
 DH1793
 DH1793.The modeled gravity was interpolated from observed gravity values.
 DH1793
 DH1793;                    North         East    Units  Estimated Accuracy
 DH1793;SPC AL W     -   417,900.      554,300.      MT  (+/- 180 meters Scaled)
 DH1793
 DH1793                          SUPERSEDED SURVEY CONTROL
 DH1793
 DH1793  NGVD 29 (??/??/92)  154.024  (m)          505.33   (f) ADJ UNCH    2 0
 DH1793
 DH1793.Superseded values are not recommended for survey control.
 DH1793.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1793.See file dsdata.txt to determine how the superseded data were derived.
 DH1793
 DH1793_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC080368(NAD 83)
 DH1793_MARKER: DB = BENCH MARK DISK
 DH1793_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1793_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1793_STAMPING: G 185 1946
 DH1793_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1793+STABILITY: SURFACE MOTION
 DH1793
 DH1793  HISTORY     - Date     Condition        Report By
 DH1793  HISTORY     - 1946     MONUMENTED       CGS
 DH1793
 DH1793                          STATION DESCRIPTION
 DH1793
 DH1793'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1793'1.95 MI N FROM CROSSVILLE.
 DH1793'ABOUT 1.95 MILES NORTH ALONG THE BEAVERTON ROAD FROM ITS JUNCTION WITH
 DH1793'STATE HIGHWAY 18 IN CROSSVILLE, 0.4 MILE SOUTH OF A CROSS ROAD, ON THE
 DH1793'OUTSIDE OF A SLIGHT CURVE IN THE ROAD, 26 FEET EAST OF THE CENTER OF
 DH1793'THE ROAD, 2 FEET NORTH OF A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1808 ***********************************************************************
 DH1808  DESIGNATION -  G 186
 DH1808  PID         -  DH1808
 DH1808  STATE/COUNTY-  AL/LAMAR
 DH1808  USGS QUAD   -  BLUFF (1983)
 DH1808
 DH1808                         *CURRENT SURVEY CONTROL
 DH1808  ___________________________________________________________________
 DH1808* NAD 83(1986)-  33 49 59.     (N)    087 58 52.     (W)     SCALED    
 DH1808* NAVD 88     -       116.314  (meters)     381.61   (feet)  ADJUSTED  
 DH1808  ___________________________________________________________________
 DH1808  GEOID HEIGHT-         -27.63  (meters)                     GEOID03
 DH1808  DYNAMIC HT  -         116.195 (meters)     381.22  (feet)  COMP
 DH1808  MODELED GRAV-     979,606.3   (mgal)                       NAVD 88
 DH1808
 DH1808  VERT ORDER  -  SECOND    CLASS 0
 DH1808
 DH1808.The horizontal coordinates were scaled from a topographic map and have
 DH1808.an estimated accuracy of +/- 6 seconds.
 DH1808
 DH1808.The orthometric height was determined by differential leveling
 DH1808.and adjusted by the National Geodetic Survey in June 1991..
 DH1808
 DH1808.The geoid height was determined by GEOID03.
 DH1808
 DH1808.The dynamic height is computed by dividing the NAVD 88
 DH1808.geopotential number by the normal gravity value computed on the
 DH1808.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1808.degrees latitude (g = 980.6199 gals.).
 DH1808
 DH1808.The modeled gravity was interpolated from observed gravity values.
 DH1808
 DH1808;                    North         East    Units  Estimated Accuracy
 DH1808;SPC AL W     -   425,110.      555,470.      MT  (+/- 180 meters Scaled)
 DH1808
 DH1808                          SUPERSEDED SURVEY CONTROL
 DH1808
 DH1808  NGVD 29 (??/??/92)  116.271  (m)          381.47   (f) ADJ UNCH    2 0
 DH1808
 DH1808.Superseded values are not recommended for survey control.
 DH1808.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1808.See file dsdata.txt to determine how the superseded data were derived.
 DH1808
 DH1808_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC092440(NAD 83)
 DH1808_MARKER: DB = BENCH MARK DISK
 DH1808_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1808_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1808_STAMPING: G 186 1946
 DH1808_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1808+STABILITY: SURFACE MOTION
 DH1808
 DH1808  HISTORY     - Date     Condition        Report By
 DH1808  HISTORY     - 1946     MONUMENTED       CGS
 DH1808
 DH1808                          STATION DESCRIPTION
 DH1808
 DH1808'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1808'5.4 MI W FROM BLUFF.
 DH1808'ABOUT 5.4 MILES WEST ALONG THE ROAD TO FAIRVIEW SCHOOL FROM BLUFF,
 DH1808'0.65 MILE EAST OF THE JUNCTION WITH THE CROSSVILLE-BEAVERTON ROAD, 0.6
 DH1808'MILE EAST OF BLOWHORN, AT THE TOP OF A SMALL KNOLL, 22 FEET SOUTH OF
 DH1808'THE CENTER OF THE ROAD, 2 FEET WEST OF A WHITE WOODEN WITNESS POST AND
 DH1808'ABOUT LEVEL WITH THE ROAD.  THIS MARK MAY ALSO BE REACHED FROM THE
 DH1808'POST OFFICE AT BEAVERTON BY GOING SOUTH ALONG THE CROSSVILLE ROAD 7.75
 DH1808'MILES, THENCE EAST 0.65 MILE TO THE MARK.  OR IT MAY BE REACHED FROM
 DH1808'CROSSVILLE BY GOING NORTH ALONG THE BEAVERTON ROAD 7.55 MILES, THENCE
 DH1808'EAST 0.65 MILE TO THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2080 ***********************************************************************
 DH2080  DESIGNATION -  G 187
 DH2080  PID         -  DH2080
 DH2080  STATE/COUNTY-  AL/TUSCALOOSA
 DH2080  USGS QUAD   -  NEWTONVILLE (1967)
 DH2080
 DH2080                         *CURRENT SURVEY CONTROL
 DH2080  ___________________________________________________________________
 DH2080* NAD 83(1986)-  33 30 02.     (N)    087 47 47.     (W)     SCALED    
 DH2080* NAVD 88     -        94.082  (meters)     308.67   (feet)  ADJUSTED  
 DH2080  ___________________________________________________________________
 DH2080  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 DH2080  DYNAMIC HT  -          93.982 (meters)     308.34  (feet)  COMP
 DH2080  MODELED GRAV-     979,570.5   (mgal)                       NAVD 88
 DH2080
 DH2080  VERT ORDER  -  SECOND    CLASS 0
 DH2080
 DH2080.The horizontal coordinates were scaled from a topographic map and have
 DH2080.an estimated accuracy of +/- 6 seconds.
 DH2080
 DH2080.The orthometric height was determined by differential leveling
 DH2080.and adjusted by the National Geodetic Survey in June 1991..
 DH2080
 DH2080.The geoid height was determined by GEOID03.
 DH2080
 DH2080.The dynamic height is computed by dividing the NAVD 88
 DH2080.geopotential number by the normal gravity value computed on the
 DH2080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2080.degrees latitude (g = 980.6199 gals.).
 DH2080
 DH2080.The modeled gravity was interpolated from observed gravity values.
 DH2080
 DH2080;                    North         East    Units  Estimated Accuracy
 DH2080;SPC AL W     -   388,160.      572,460.      MT  (+/- 180 meters Scaled)
 DH2080
 DH2080                          SUPERSEDED SURVEY CONTROL
 DH2080
 DH2080  NGVD 29 (??/??/92)   94.038  (m)          308.52   (f) ADJ UNCH    2 0
 DH2080
 DH2080.Superseded values are not recommended for survey control.
 DH2080.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2080.See file dsdata.txt to determine how the superseded data were derived.
 DH2080
 DH2080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC260070(NAD 83)
 DH2080_MARKER: DB = BENCH MARK DISK
 DH2080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2080_STAMPING: G 187 1946
 DH2080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2080+STABILITY: SURFACE MOTION
 DH2080
 DH2080  HISTORY     - Date     Condition        Report By
 DH2080  HISTORY     - 1946     MONUMENTED       CGS
 DH2080  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2080  HISTORY     - 20050518 MARK NOT FOUND   ALHD
 DH2080
 DH2080                          STATION DESCRIPTION
 DH2080
 DH2080'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2080'3.8 MI N FROM MOORES BRIDGE.
 DH2080'ABOUT 3.8 MILES NORTH ALONG THE ROAD TO FAYETTE FROM THE POST OFFICE
 DH2080'AT MOORES BRIDGE, 0.15 MILE NORTH OF A COTTON GIN, SET ON THE WEST
 DH2080'EDGE OF AN ABANDONED ROAD BED, 149 FEET SOUTHWEST OF THE SOUTHWEST
 DH2080'CORNER OF A FARM HOUSE, 32 FEET EAST AND ABOUT 1 FOOT BELOW THE LEVEL
 DH2080'OF THE ROAD, 10 FEET SOUTHEAST OF A POWER POLE, 2 FEET NORTH OF A
 DH2080'WHITE WOODEN WITNESS POST.
 DH2080
 DH2080                          STATION RECOVERY (1966)
 DH2080
 DH2080'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH2080'MARK NOT FOUND.
 DH2080
 DH2080                          STATION RECOVERY (2005)
 DH2080
 DH2080'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 DH2080'ONLY OLD ROAD BED REMAINS
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1673 ***********************************************************************
 DH1673  DESIGNATION -  G 188
 DH1673  PID         -  DH1673
 DH1673  STATE/COUNTY-  AL/LAMAR
 DH1673  USGS QUAD   -  KENNEDY (1982)
 DH1673
 DH1673                         *CURRENT SURVEY CONTROL
 DH1673  ___________________________________________________________________
 DH1673* NAD 83(1986)-  33 35 19.     (N)    087 58 01.     (W)     SCALED    
 DH1673* NAVD 88     -       103.064  (meters)     338.14   (feet)  ADJUSTED  
 DH1673  ___________________________________________________________________
 DH1673  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 DH1673  DYNAMIC HT  -         102.955 (meters)     337.78  (feet)  COMP
 DH1673  MODELED GRAV-     979,572.9   (mgal)                       NAVD 88
 DH1673
 DH1673  VERT ORDER  -  SECOND    CLASS 0
 DH1673
 DH1673.The horizontal coordinates were scaled from a topographic map and have
 DH1673.an estimated accuracy of +/- 6 seconds.
 DH1673
 DH1673.The orthometric height was determined by differential leveling
 DH1673.and adjusted by the National Geodetic Survey in June 1991..
 DH1673
 DH1673.The geoid height was determined by GEOID03.
 DH1673
 DH1673.The dynamic height is computed by dividing the NAVD 88
 DH1673.geopotential number by the normal gravity value computed on the
 DH1673.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1673.degrees latitude (g = 980.6199 gals.).
 DH1673
 DH1673.The modeled gravity was interpolated from observed gravity values.
 DH1673
 DH1673;                    North         East    Units  Estimated Accuracy
 DH1673;SPC AL W     -   397,990.      556,660.      MT  (+/- 180 meters Scaled)
 DH1673
 DH1673                          SUPERSEDED SURVEY CONTROL
 DH1673
 DH1673  NGVD 29 (??/??/92)  103.022  (m)          338.00   (f) ADJ UNCH    2 0
 DH1673
 DH1673.Superseded values are not recommended for survey control.
 DH1673.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1673.See file dsdata.txt to determine how the superseded data were derived.
 DH1673
 DH1673_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC102169(NAD 83)
 DH1673_MARKER: DB = BENCH MARK DISK
 DH1673_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1673_SP_SET: CULVERT
 DH1673_STAMPING: G 188 1946
 DH1673_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1673
 DH1673  HISTORY     - Date     Condition        Report By
 DH1673  HISTORY     - 1946     MONUMENTED       CGS
 DH1673
 DH1673                          STATION DESCRIPTION
 DH1673
 DH1673'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1673'1.1 MI E FROM KENNEDY.
 DH1673'ABOUT 1.1 MILES EAST ALONG STATE HIGHWAY 17 FROM THE SOUTHERN RAILWAY
 DH1673'STATION AT KENNEDY, ABOUT 0.1 MILE NORTHEAST OF A FARM HOUSE, SET IN
 DH1673'THE HEADWALL OF A CONCRETE CULVERT, 17 FEET SOUTH OF AND ABOUT 2 FEET
 DH1673'BELOW THE CENTER LINE OF THE HIGHWAY, 6 INCHES EAST OF THE WEST END OF
 DH1673'THE HEADWALL, 3 FEET SOUTHEAST OF A CONCRETE MARKER POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2116 ***********************************************************************
 DH2116  DESIGNATION -  G 189
 DH2116  PID         -  DH2116
 DH2116  STATE/COUNTY-  AL/PICKENS
 DH2116  USGS QUAD   -  GORDO (1983)
 DH2116
 DH2116                         *CURRENT SURVEY CONTROL
 DH2116  ___________________________________________________________________
 DH2116* NAD 83(1986)-  33 20 39.     (N)    087 53 56.     (W)     SCALED    
 DH2116* NAVD 88     -       107.306  (meters)     352.05   (feet)  ADJUSTED  
 DH2116  ___________________________________________________________________
 DH2116  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 DH2116  DYNAMIC HT  -         107.189 (meters)     351.67  (feet)  COMP
 DH2116  MODELED GRAV-     979,546.6   (mgal)                       NAVD 88
 DH2116
 DH2116  VERT ORDER  -  SECOND    CLASS 0
 DH2116
 DH2116.The horizontal coordinates were scaled from a topographic map and have
 DH2116.an estimated accuracy of +/- 6 seconds.
 DH2116
 DH2116.The orthometric height was determined by differential leveling
 DH2116.and adjusted by the National Geodetic Survey in June 1991..
 DH2116
 DH2116.The geoid height was determined by GEOID03.
 DH2116
 DH2116.The dynamic height is computed by dividing the NAVD 88
 DH2116.geopotential number by the normal gravity value computed on the
 DH2116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2116.degrees latitude (g = 980.6199 gals.).
 DH2116
 DH2116.The modeled gravity was interpolated from observed gravity values.
 DH2116
 DH2116;                    North         East    Units  Estimated Accuracy
 DH2116;SPC AL W     -   370,850.      562,870.      MT  (+/- 180 meters Scaled)
 DH2116
 DH2116                          SUPERSEDED SURVEY CONTROL
 DH2116
 DH2116  NGVD 29 (??/??/92)  107.236  (m)          351.82   (f) ADJ UNCH    2 0
 DH2116
 DH2116.Superseded values are not recommended for survey control.
 DH2116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2116.See file dsdata.txt to determine how the superseded data were derived.
 DH2116
 DH2116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB163898(NAD 83)
 DH2116_MARKER: DB = BENCH MARK DISK
 DH2116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2116_STAMPING: G 189 1946
 DH2116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2116+STABILITY: SURFACE MOTION
 DH2116
 DH2116  HISTORY     - Date     Condition        Report By
 DH2116  HISTORY     - 1946     MONUMENTED       CGS
 DH2116  HISTORY     - 1966     MARK NOT FOUND   USGS
 DH2116
 DH2116                          STATION DESCRIPTION
 DH2116
 DH2116'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2116'2.0 MI N FROM GORDO.
 DH2116'ABOUT 2.0 MILES NORTH ALONG A COUNTRY ROAD FROM THE GULF, MOBILE AND
 DH2116'OHIO RAILROAD STATION AT GORDO, 131 FEET EAST AND ACROSS THE ROAD FROM
 DH2116'THE SOUTHEAST CORNER OF A FARM HOUSE, 28 FEET SOUTHEAST AND ABOUT 4
 DH2116'FEET ABOVE THE CENTER OF THE ROAD, 3 FEET NORTHEAST OF A POWER POLE, 2
 DH2116'FEET SOUTHWEST OF A POWER POLE.
 DH2116
 DH2116                          STATION RECOVERY (1966)
 DH2116
 DH2116'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DH2116'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0822 ***********************************************************************
 BT0822  DESIGNATION -  G 19
 BT0822  PID         -  BT0822
 BT0822  STATE/COUNTY-  AL/HOUSTON
 BT0822  USGS QUAD   -  DOTHAN WEST (1981)
 BT0822
 BT0822                         *CURRENT SURVEY CONTROL
 BT0822  ___________________________________________________________________
 BT0822* NAD 83(1986)-  31 13 51.     (N)    085 23 30.     (W)     SCALED    
 BT0822* NAVD 88     -       111.708  (meters)     366.50   (feet)  ADJUSTED  
 BT0822  ___________________________________________________________________
 BT0822  GEOID HEIGHT-         -27.18  (meters)                     GEOID03
 BT0822  DYNAMIC HT  -         111.569 (meters)     366.04  (feet)  COMP
 BT0822  MODELED GRAV-     979,396.9   (mgal)                       NAVD 88
 BT0822
 BT0822  VERT ORDER  -  FIRST     CLASS II
 BT0822
 BT0822.The horizontal coordinates were scaled from a topographic map and have
 BT0822.an estimated accuracy of +/- 6 seconds.
 BT0822
 BT0822.The orthometric height was determined by differential leveling
 BT0822.and adjusted by the National Geodetic Survey in June 1991..
 BT0822
 BT0822.The geoid height was determined by GEOID03.
 BT0822
 BT0822.The dynamic height is computed by dividing the NAVD 88
 BT0822.geopotential number by the normal gravity value computed on the
 BT0822.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0822.degrees latitude (g = 980.6199 gals.).
 BT0822
 BT0822.The modeled gravity was interpolated from observed gravity values.
 BT0822
 BT0822;                    North         East    Units  Estimated Accuracy
 BT0822;SPC AL E     -    81,110.      242,080.      MT  (+/- 180 meters Scaled)
 BT0822
 BT0822                          SUPERSEDED SURVEY CONTROL
 BT0822
 BT0822  NGVD 29 (??/??/92)  111.809  (m)          366.83   (f) ADJ UNCH    1 2
 BT0822
 BT0822.Superseded values are not recommended for survey control.
 BT0822.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0822.See file dsdata.txt to determine how the superseded data were derived.
 BT0822
 BT0822_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV531562(NAD 83)
 BT0822_MARKER: DB = BENCH MARK DISK
 BT0822_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT0822_SP_SET: BUILDING
 BT0822_STAMPING: G 19 1934
 BT0822_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT0822
 BT0822  HISTORY     - Date     Condition        Report By
 BT0822  HISTORY     - 1934     MONUMENTED       CGS
 BT0822  HISTORY     - 1954     GOOD             NGS
 BT0822  HISTORY     - 1981     GOOD             NGS
 BT0822
 BT0822                          STATION DESCRIPTION
 BT0822
 BT0822'DESCRIBED BY NATIONAL GEODETIC SURVEY 1954
 BT0822'AT DOTHAN.
 BT0822'AT DOTHAN, ABOUT 50 YARDS NORTH OF INTERSECTION OF ANDREW AND
 BT0822'POWELL STREETS, SET VERTICALLY ABOUT 3 FEET ABOVE PLATFORM IN THE
 BT0822'NORTH FACE OF THE ATLANTIC COAST LINE RAILROAD STATION, 24 FEET
 BT0822'SOUTH OF SOUTH RAIL OF MAIN TRACK, 1.7 FEET WEST OF NORTHEAST
 BT0822'CORNER OF TELEGRAPH OPERATORS WINDOW AND ABOUT 3 FEET ABOVE LEVEL
 BT0822'OF TRACK.
 BT0822
 BT0822                          STATION RECOVERY (1981)
 BT0822
 BT0822'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1981
 BT0822'IN DOTHAN, AT THE OLD SEABOARD COAST LINE RAILROAD STATION (NOW
 BT0822'THE FREIGHT OFFICE) WHICH IS AT THE INTERSECTION OF POWELL AND
 BT0822'SAINT ANDREWS STREETS, SET VERTICALLY IN THE NORTH FACE AND NEAR
 BT0822'THE NORTHEAST CORNER OF THE EXTENDED NORTH PART OF THE BUILDING
 BT0822'WHICH WAS THE TELEGRAPH AND TICKET SALES OPERATOR WINDOW OF THE
 BT0822'STATION, 7.31 METERS (24 FEET) SOUTH OF THE SOUTH RAIL OF THE TRACKS,
 BT0822'0.52 METER (1.7 FEET) WEST OF THE NORTHEAST CORNER OF THE OLD TICKET
 BT0822'SALES EXTENSION.
 BT0822'THE MARK IS 0.91 M ABOVE TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0365 ***********************************************************************
 EG0365  DESIGNATION -  G 190
 EG0365  PID         -  EG0365
 EG0365  STATE/COUNTY-  AL/MARION
 EG0365  USGS QUAD   -  DETROIT (1967)
 EG0365
 EG0365                         *CURRENT SURVEY CONTROL
 EG0365  ___________________________________________________________________
 EG0365* NAD 83(1986)-  34 06 10.     (N)    088 08 50.     (W)     SCALED    
 EG0365* NAVD 88     -       128.001  (meters)     419.95   (feet)  ADJUSTED  
 EG0365  ___________________________________________________________________
 EG0365  GEOID HEIGHT-         -27.49  (meters)                     GEOID03
 EG0365  DYNAMIC HT  -         127.871 (meters)     419.52  (feet)  COMP
 EG0365  MODELED GRAV-     979,615.4   (mgal)                       NAVD 88
 EG0365
 EG0365  VERT ORDER  -  SECOND    CLASS 0
 EG0365
 EG0365.The horizontal coordinates were scaled from a topographic map and have
 EG0365.an estimated accuracy of +/- 6 seconds.
 EG0365
 EG0365.The orthometric height was determined by differential leveling
 EG0365.and adjusted by the National Geodetic Survey in June 1991..
 EG0365
 EG0365.The geoid height was determined by GEOID03.
 EG0365
 EG0365.The dynamic height is computed by dividing the NAVD 88
 EG0365.geopotential number by the normal gravity value computed on the
 EG0365.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0365.degrees latitude (g = 980.6199 gals.).
 EG0365
 EG0365.The modeled gravity was interpolated from observed gravity values.
 EG0365
 EG0365;                    North         East    Units  Estimated Accuracy
 EG0365;SPC AL W     -   455,110.      540,280.      MT  (+/- 180 meters Scaled)
 EG0365
 EG0365                          SUPERSEDED SURVEY CONTROL
 EG0365
 EG0365  NGVD 29 (??/??/92)  127.941  (m)          419.75   (f) ADJ UNCH    2 0
 EG0365
 EG0365.Superseded values are not recommended for survey control.
 EG0365.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0365.See file dsdata.txt to determine how the superseded data were derived.
 EG0365
 EG0365_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC941741(NAD 83)
 EG0365_MARKER: DB = BENCH MARK DISK
 EG0365_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0365_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0365_STAMPING: G 190 1946
 EG0365_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0365+STABILITY: SURFACE MOTION
 EG0365
 EG0365  HISTORY     - Date     Condition        Report By
 EG0365  HISTORY     - 1946     MONUMENTED       CGS
 EG0365
 EG0365                          STATION DESCRIPTION
 EG0365
 EG0365'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EG0365'8.3 MI SE FROM BEXAR.
 EG0365'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT BEXAR BY GOING ABOUT
 EG0365'1.4 MILE EAST ALONG U.S. HIGHWAY 78, THENCE ABOUT 4.2 MILES SOUTH
 EG0365'ALONG A GRAVEL ROAD WHICH FOLLOWS THE EAST SIDE OF SIPSEY CREEK TO THE
 EG0365'HAMILTON-SULLIGENT ROAD, ABOUT 1.6 MILE SOUTH ALONG THE
 EG0365'HAMILTON-SULLIGENT ROAD, THENCE WEST ABOUT 1.1 MILE ALONG A GRAVEL
 EG0365'ROAD KNOWN LOCALLY AS THE GUTHRIE CUT ROAD.  THE BENCH MARK IS AT THE
 EG0365'R.L. HOLLEY FARM PLACE, 158 FEET SOUTH OF THE SOUTHWEST CORNER OF THE
 EG0365'HOUSE, 30 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD, 29 FEET
 EG0365'NORTHWEST OF THE WEST CORNER OF THE BARN, 1.5 FOOT NORTHWEST OF A
 EG0365'WHITE WOODEN WITNESS POST, AND SET ALONG A FENCE LINE, ABOUT 3 FEET
 EG0365'LOWER THAN THE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0393 ***********************************************************************
 EG0393  DESIGNATION -  G 191
 EG0393  PID         -  EG0393
 EG0393  STATE/COUNTY-  AL/MARION
 EG0393  USGS QUAD   -  HENSON SPRINGS (1967)
 EG0393
 EG0393                         *CURRENT SURVEY CONTROL
 EG0393  ___________________________________________________________________
 EG0393* NAD 83(1986)-  34 03 40.     (N)    088 03 09.     (W)     SCALED    
 EG0393* NAVD 88     -       142.506  (meters)     467.54   (feet)  ADJUSTED  
 EG0393  ___________________________________________________________________
 EG0393  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 EG0393  DYNAMIC HT  -         142.362 (meters)     467.07  (feet)  COMP
 EG0393  MODELED GRAV-     979,621.6   (mgal)                       NAVD 88
 EG0393
 EG0393  VERT ORDER  -  SECOND    CLASS 0
 EG0393
 EG0393.The horizontal coordinates were scaled from a topographic map and have
 EG0393.an estimated accuracy of +/- 6 seconds.
 EG0393
 EG0393.The orthometric height was determined by differential leveling
 EG0393.and adjusted by the National Geodetic Survey in June 1991..
 EG0393
 EG0393.The geoid height was determined by GEOID03.
 EG0393
 EG0393.The dynamic height is computed by dividing the NAVD 88
 EG0393.geopotential number by the normal gravity value computed on the
 EG0393.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0393.degrees latitude (g = 980.6199 gals.).
 EG0393
 EG0393.The modeled gravity was interpolated from observed gravity values.
 EG0393
 EG0393;                    North         East    Units  Estimated Accuracy
 EG0393;SPC AL W     -   450,430.      549,000.      MT  (+/- 180 meters Scaled)
 EG0393
 EG0393                          SUPERSEDED SURVEY CONTROL
 EG0393
 EG0393  NGVD 29 (??/??/92)  142.451  (m)          467.36   (f) ADJ UNCH    2 0
 EG0393
 EG0393.Superseded values are not recommended for survey control.
 EG0393.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0393.See file dsdata.txt to determine how the superseded data were derived.
 EG0393
 EG0393_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC028694(NAD 83)
 EG0393_MARKER: DB = BENCH MARK DISK
 EG0393_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0393_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0393_STAMPING: G 191 1946
 EG0393_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0393+STABILITY: SURFACE MOTION
 EG0393_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EG0393+SATELLITE: SATELLITE OBSERVATIONS - March 30, 2004
 EG0393
 EG0393  HISTORY     - Date     Condition        Report By
 EG0393  HISTORY     - 1946     MONUMENTED       CGS
 EG0393  HISTORY     - 20040330 GOOD             ALHD
 EG0393
 EG0393                          STATION DESCRIPTION
 EG0393
 EG0393'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 EG0393'12.5 MI NW FROM GUIN.
 EG0393'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT GUIN BY GOING ABOUT
 EG0393'7.1 MILES NORTH ALONG U.S. HIGHWAY 78, THENCE ABOUT 5.4 MILES WEST
 EG0393'ALONG A GRAVEL ROAD KNOWN AS THE JOHNSON FORD ROAD.  THE BENCH MARK IS
 EG0393'21 FEET NORTH OF THE CENTER OF THE ROAD, 50 FEET SOUTHWEST OF A
 EG0393'TRIANGLE BLAZED 20-INCH PINE TREE, 8.5 FEET EAST OF A TRIANGLE BLAZED
 EG0393'14-INCH PINE TREE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, AND
 EG0393'SET ABOUT 3 FEET LOWER THAN THE ROAD LEVEL.
 EG0393
 EG0393                          STATION RECOVERY (2004)
 EG0393
 EG0393'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2004 (JDS)
 EG0393'TO REACH THE STATION FROM EXIT 14 ON U. S. 78 (CORR X), DRIVE
 EG0393'SOUTHWEST ON COUNTY ROAD 35 FOR 2.85 MILES TO COUNTY ROAD 10 LEFT AND
 EG0393'RIGHT, TURN RIGHT ON COUNTY ROAD 10 AND DRIVE WEST FOR 1.35 MILES TO
 EG0393'THE STATION ON THE RIGHT, 39.5 NORTH FT OF THE CENTER OF COUNTY ROAD
 EG0393'10, AND 0.5 FT NORTH OF A METAL WITNESS POST AND SIGN. THE MARK
 EG0393'PROJECTS 3 INCHES AND IS APPROXIMATELY 5 FT LOWER THAN THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0143 ***********************************************************************
 DJ0143  DESIGNATION -  G 192
 DJ0143  PID         -  DJ0143
 DJ0143  STATE/COUNTY-  AL/LAMAR
 DJ0143  USGS QUAD   -  FERNBANK (1985)
 DJ0143
 DJ0143                         *CURRENT SURVEY CONTROL
 DJ0143  ___________________________________________________________________
 DJ0143* NAD 83(1986)-  33 32 34.     (N)    088 12 07.     (W)     SCALED    
 DJ0143* NAVD 88     -       115.139  (meters)     377.75   (feet)  ADJUSTED  
 DJ0143  ___________________________________________________________________
 DJ0143  GEOID HEIGHT-         -28.25  (meters)                     GEOID03
 DJ0143  DYNAMIC HT  -         115.017 (meters)     377.35  (feet)  COMP
 DJ0143  MODELED GRAV-     979,573.7   (mgal)                       NAVD 88
 DJ0143
 DJ0143  VERT ORDER  -  SECOND    CLASS 0
 DJ0143
 DJ0143.The horizontal coordinates were scaled from a topographic map and have
 DJ0143.an estimated accuracy of +/- 6 seconds.
 DJ0143
 DJ0143.The orthometric height was determined by differential leveling
 DJ0143.and adjusted by the National Geodetic Survey in June 1991..
 DJ0143
 DJ0143.The geoid height was determined by GEOID03.
 DJ0143
 DJ0143.The dynamic height is computed by dividing the NAVD 88
 DJ0143.geopotential number by the normal gravity value computed on the
 DJ0143.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0143.degrees latitude (g = 980.6199 gals.).
 DJ0143
 DJ0143.The modeled gravity was interpolated from observed gravity values.
 DJ0143
 DJ0143;                    North         East    Units  Estimated Accuracy
 DJ0143;SPC AL W     -   393,030.      534,810.      MT  (+/- 180 meters Scaled)
 DJ0143
 DJ0143                          SUPERSEDED SURVEY CONTROL
 DJ0143
 DJ0143  NGVD 29 (??/??/92)  115.107  (m)          377.65   (f) ADJ UNCH    2 0
 DJ0143
 DJ0143.Superseded values are not recommended for survey control.
 DJ0143.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0143.See file dsdata.txt to determine how the superseded data were derived.
 DJ0143
 DJ0143_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC884121(NAD 83)
 DJ0143_MARKER: DB = BENCH MARK DISK
 DJ0143_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0143_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0143_STAMPING: G 192 1946
 DJ0143_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0143+STABILITY: SURFACE MOTION
 DJ0143
 DJ0143  HISTORY     - Date     Condition        Report By
 DJ0143  HISTORY     - 1946     MONUMENTED       CGS
 DJ0143
 DJ0143                          STATION DESCRIPTION
 DJ0143
 DJ0143'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0143'8.25 MI SW FROM MILLPORT.
 DJ0143'ABOUT 7.2 MILES WEST ALONG THE MILLPORT-COLUMBUS ROAD FROM THE
 DJ0143'SOUTHERN RAILWAY STATION AT MILLPORT, THENCE 1.05 MILES SOUTH ALONG A
 DJ0143'ROAD LEADING TO STAFFORD.  AT THE G.C. TURNER FARM PLACE, 36 FEET
 DJ0143'SOUTH OF A FARM ROAD LEADING TO THE HOUSE, 31 FEET EAST OF AND ABOUT 2
 DJ0143'FEET ABOVE THE CENTER OF THE MAIN ROAD, 28 FEET SOUTHEAST OF THE SOUTH
 DJ0143'END OF A 10-INCH PIPE CULVERT UNDER THE FARM ROAD, 1 1/2 FEET WEST OF
 DJ0143'A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 192 1946 AND
 DJ0143'SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0171 ***********************************************************************
 CO0171  DESIGNATION -  G 193
 CO0171  PID         -  CO0171
 CO0171  STATE/COUNTY-  AL/GREENE
 CO0171  USGS QUAD   -  WEST GREENE (1970)
 CO0171
 CO0171                         *CURRENT SURVEY CONTROL
 CO0171  ___________________________________________________________________
 CO0171* NAD 83(1986)-  32 59 36.     (N)    088 03 06.     (W)     SCALED    
 CO0171* NAVD 88     -        63.062  (meters)     206.90   (feet)  ADJUSTED  
 CO0171  ___________________________________________________________________
 CO0171  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CO0171  DYNAMIC HT  -          62.991 (meters)     206.66  (feet)  COMP
 CO0171  MODELED GRAV-     979,516.7   (mgal)                       NAVD 88
 CO0171
 CO0171  VERT ORDER  -  SECOND    CLASS 0
 CO0171
 CO0171.The horizontal coordinates were scaled from a topographic map and have
 CO0171.an estimated accuracy of +/- 6 seconds.
 CO0171
 CO0171.The orthometric height was determined by differential leveling
 CO0171.and adjusted by the National Geodetic Survey in June 1991..
 CO0171
 CO0171.The geoid height was determined by GEOID03.
 CO0171
 CO0171.The dynamic height is computed by dividing the NAVD 88
 CO0171.geopotential number by the normal gravity value computed on the
 CO0171.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0171.degrees latitude (g = 980.6199 gals.).
 CO0171
 CO0171.The modeled gravity was interpolated from observed gravity values.
 CO0171
 CO0171;                    North         East    Units  Estimated Accuracy
 CO0171;SPC AL W     -   332,010.      548,440.      MT  (+/- 180 meters Scaled)
 CO0171
 CO0171                          SUPERSEDED SURVEY CONTROL
 CO0171
 CO0171  NGVD 29 (??/??/92)   63.027  (m)          206.78   (f) ADJ UNCH    2 0
 CO0171
 CO0171.Superseded values are not recommended for survey control.
 CO0171.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0171.See file dsdata.txt to determine how the superseded data were derived.
 CO0171
 CO0171_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB017510(NAD 83)
 CO0171_MARKER: DB = BENCH MARK DISK
 CO0171_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0171_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0171_STAMPING: G 193 1946
 CO0171_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0171+STABILITY: SURFACE MOTION
 CO0171
 CO0171  HISTORY     - Date     Condition        Report By
 CO0171  HISTORY     - 1946     MONUMENTED       CGS
 CO0171  HISTORY     - 1966     MARK NOT FOUND   USGS
 CO0171
 CO0171                          STATION DESCRIPTION
 CO0171
 CO0171'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0171'12.5 MI SE FROM ALICEVILLE.
 CO0171'ABOUT 12.5 MILES SOUTHEAST ALONG STATE HIGHWAY 40 FROM THE POST OFFICE
 CO0171'AT ALICEVILLE, AT A FARM OWNED BY ALLEN GRUBBS OF EUTAW, 120 FEET EAST
 CO0171'OF THE NORTHEAST CORNER OF THE HOUSE, 48 FEET SOUTH-SOUTHWEST OF THE
 CO0171'CENTER LINE OF THE HIGHWAY, 28 FEET WEST OF THE CENTER LINE OF THE
 CO0171'DRIVEWAY, AND 1.5 FOOT NORTH OF A WHITE WOODEN WITNESS POST. NOTE--
 CO0171'THIS MARK MAY BE REACHED FROM THE POST OFFICE AT CLINTON BY GOING 6.7
 CO0171'MILES NORTHWEST ALONG STATE HIGHWAY 40.
 CO0171
 CO0171                          STATION RECOVERY (1966)
 CO0171
 CO0171'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 CO0171'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2704 ***********************************************************************
 CN2704  DESIGNATION -  G 194
 CN2704  PID         -  CN2704
 CN2704  STATE/COUNTY-  AL/GREENE
 CN2704  USGS QUAD   -  UNION (1980)
 CN2704
 CN2704                         *CURRENT SURVEY CONTROL
 CN2704  ___________________________________________________________________
 CN2704* NAD 83(1986)-  32 54 48.     (N)    087 59 55.     (W)     SCALED    
 CN2704* NAVD 88     -        49.084  (meters)     161.04   (feet)  ADJUSTED  
 CN2704  ___________________________________________________________________
 CN2704  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 CN2704  DYNAMIC HT  -          49.029 (meters)     160.86  (feet)  COMP
 CN2704  MODELED GRAV-     979,515.7   (mgal)                       NAVD 88
 CN2704
 CN2704  VERT ORDER  -  SECOND    CLASS 0
 CN2704
 CN2704.The horizontal coordinates were scaled from a topographic map and have
 CN2704.an estimated accuracy of +/- 6 seconds.
 CN2704
 CN2704.The orthometric height was determined by differential leveling
 CN2704.and adjusted by the National Geodetic Survey in June 1991..
 CN2704
 CN2704.The geoid height was determined by GEOID03.
 CN2704
 CN2704.The dynamic height is computed by dividing the NAVD 88
 CN2704.geopotential number by the normal gravity value computed on the
 CN2704.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2704.degrees latitude (g = 980.6199 gals.).
 CN2704
 CN2704.The modeled gravity was interpolated from observed gravity values.
 CN2704
 CN2704;                    North         East    Units  Estimated Accuracy
 CN2704;SPC AL W     -   323,110.      553,360.      MT  (+/- 180 meters Scaled)
 CN2704
 CN2704                          SUPERSEDED SURVEY CONTROL
 CN2704
 CN2704  NGVD 29 (??/??/92)   49.053  (m)          160.93   (f) ADJ UNCH    2 0
 CN2704
 CN2704.Superseded values are not recommended for survey control.
 CN2704.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2704.See file dsdata.txt to determine how the superseded data were derived.
 CN2704
 CN2704_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB066421(NAD 83)
 CN2704_MARKER: DB = BENCH MARK DISK
 CN2704_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2704_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2704_STAMPING: G 194 1946
 CN2704_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2704+STABILITY: SURFACE MOTION
 CN2704
 CN2704  HISTORY     - Date     Condition        Report By
 CN2704  HISTORY     - 1946     MONUMENTED       CGS
 CN2704
 CN2704                          STATION DESCRIPTION
 CN2704
 CN2704'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CN2704'0.35 MI W FROM CLINTON.
 CN2704'ABOUT 0.35 MILES WEST ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 CN2704'CLINTON, AT THE JUNCTION OF A ROAD LEADING WEST TO WEST GREENE, AT THE
 CN2704'J.E. STERLING RESIDENCE, 90 FEET SOUTH OF THE ROAD LEADING WEST, 124
 CN2704'FEET EAST OF THE SOUTHEAST CORNER OF THE HOUSE, 28 FEET NORTHWEST OF
 CN2704'THE CENTER LINE OF THE HIGHWAY, 21 FEET NORTHEAST OF THE NORTHEAST END
 CN2704'OF A CONCRETE CULVERT, AND 1 FOOT SOUTHWEST OF A WHITE WOODEN WITNESS
 CN2704'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0433 ***********************************************************************
 DJ0433  DESIGNATION -  G 195
 DJ0433  PID         -  DJ0433
 DJ0433  STATE/COUNTY-  AL/PICKENS
 DJ0433  USGS QUAD   -  CUNNINGHAM (1982)
 DJ0433
 DJ0433                         *CURRENT SURVEY CONTROL
 DJ0433  ___________________________________________________________________
 DJ0433* NAD 83(1986)-  33 08 49.     (N)    088 02 47.     (W)     SCALED    
 DJ0433* NAVD 88     -        90.931  (meters)     298.33   (feet)  ADJUSTED  
 DJ0433  ___________________________________________________________________
 DJ0433  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DJ0433  DYNAMIC HT  -          90.830 (meters)     298.00  (feet)  COMP
 DJ0433  MODELED GRAV-     979,529.4   (mgal)                       NAVD 88
 DJ0433
 DJ0433  VERT ORDER  -  SECOND    CLASS 0
 DJ0433
 DJ0433.The horizontal coordinates were scaled from a topographic map and have
 DJ0433.an estimated accuracy of +/- 6 seconds.
 DJ0433
 DJ0433.The orthometric height was determined by differential leveling
 DJ0433.and adjusted by the National Geodetic Survey in June 1991..
 DJ0433
 DJ0433.The geoid height was determined by GEOID03.
 DJ0433
 DJ0433.The dynamic height is computed by dividing the NAVD 88
 DJ0433.geopotential number by the normal gravity value computed on the
 DJ0433.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0433.degrees latitude (g = 980.6199 gals.).
 DJ0433
 DJ0433.The modeled gravity was interpolated from observed gravity values.
 DJ0433
 DJ0433;                    North         East    Units  Estimated Accuracy
 DJ0433;SPC AL W     -   349,040.      549,030.      MT  (+/- 180 meters Scaled)
 DJ0433
 DJ0433                          SUPERSEDED SURVEY CONTROL
 DJ0433
 DJ0433  NGVD 29 (??/??/92)   90.884  (m)          298.18   (f) ADJ UNCH    2 0
 DJ0433
 DJ0433.Superseded values are not recommended for survey control.
 DJ0433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0433.See file dsdata.txt to determine how the superseded data were derived.
 DJ0433
 DJ0433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB024680(NAD 83)
 DJ0433_MARKER: DB = BENCH MARK DISK
 DJ0433_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0433_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0433_STAMPING: G 195 1946
 DJ0433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0433+STABILITY: SURFACE MOTION
 DJ0433
 DJ0433  HISTORY     - Date     Condition        Report By
 DJ0433  HISTORY     - 1946     MONUMENTED       CGS
 DJ0433  HISTORY     - 1966     MARK NOT FOUND   USGS
 DJ0433
 DJ0433                          STATION DESCRIPTION
 DJ0433
 DJ0433'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0433'5.9 MI W FROM BENEVOLA.
 DJ0433'ABOUT 5.9 MILES WEST ALONG A GRAVEL ROAD LEADING TO ALICEVILLE FROM
 DJ0433'THE GRAMMAR SCHOOL AT BENEVOLA, ABOUT 0.6 MILE WEST OF THE ROAD
 DJ0433'JUNCTION AT OLNEY, AT A FARM OWNED BY H. E. WINDLE, 105 FEET EAST OF
 DJ0433'THE NORTHEAST CORNER OF THE HOUSE, 17 FEET SOUTHWEST OF AND ABOUT 1
 DJ0433'FOOT ABOVE THE CENTER LINE OF THE ROAD, 9 FEET NORTHEAST OF A HEDGE
 DJ0433'ROW, 2 FEET NORTHWEST OF A WOODEN WITNESS POST.  NOTE-- THIS MARK MAY
 DJ0433'BE REACHED FROM THE POST OFFICE AT ALICEVILLE BY GOING NORTHEAST 2.7
 DJ0433'MILES ALONG STATE HIGHWAY 17, THENCE ABOUT 5.0 MILES EAST ALONG A
 DJ0433'GRAVEL ROAD TO BENEVOLA.
 DJ0433
 DJ0433                          STATION RECOVERY (1966)
 DJ0433
 DJ0433'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1966
 DJ0433'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH2041 ***********************************************************************
 DH2041  DESIGNATION -  G 196
 DH2041  PID         -  DH2041
 DH2041  STATE/COUNTY-  AL/PICKENS
 DH2041  USGS QUAD   -  KIRK (1970)
 DH2041
 DH2041                         *CURRENT SURVEY CONTROL
 DH2041  ___________________________________________________________________
 DH2041* NAD 83(1986)-  33 11 56.     (N)    087 59 05.     (W)     SCALED    
 DH2041* NAVD 88     -        58.508  (meters)     191.96   (feet)  ADJUSTED  
 DH2041  ___________________________________________________________________
 DH2041  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 DH2041  DYNAMIC HT  -          58.443 (meters)     191.74  (feet)  COMP
 DH2041  MODELED GRAV-     979,537.1   (mgal)                       NAVD 88
 DH2041
 DH2041  VERT ORDER  -  SECOND    CLASS 0
 DH2041
 DH2041.The horizontal coordinates were scaled from a topographic map and have
 DH2041.an estimated accuracy of +/- 6 seconds.
 DH2041
 DH2041.The orthometric height was determined by differential leveling
 DH2041.and adjusted by the National Geodetic Survey in June 1991..
 DH2041
 DH2041.The geoid height was determined by GEOID03.
 DH2041
 DH2041.The dynamic height is computed by dividing the NAVD 88
 DH2041.geopotential number by the normal gravity value computed on the
 DH2041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH2041.degrees latitude (g = 980.6199 gals.).
 DH2041
 DH2041.The modeled gravity was interpolated from observed gravity values.
 DH2041
 DH2041;                    North         East    Units  Estimated Accuracy
 DH2041;SPC AL W     -   354,770.      554,810.      MT  (+/- 180 meters Scaled)
 DH2041
 DH2041                          SUPERSEDED SURVEY CONTROL
 DH2041
 DH2041  NGVD 29 (??/??/92)   58.453  (m)          191.77   (f) ADJ UNCH    2 0
 DH2041
 DH2041.Superseded values are not recommended for survey control.
 DH2041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH2041.See file dsdata.txt to determine how the superseded data were derived.
 DH2041
 DH2041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB082737(NAD 83)
 DH2041_MARKER: DB = BENCH MARK DISK
 DH2041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH2041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH2041_STAMPING: G 196 1946
 DH2041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH2041+STABILITY: SURFACE MOTION
 DH2041
 DH2041  HISTORY     - Date     Condition        Report By
 DH2041  HISTORY     - 1946     MONUMENTED       CGS
 DH2041
 DH2041                          STATION DESCRIPTION
 DH2041
 DH2041'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH2041'IN SPEEDS WATER MILL.
 DH2041'AT SPEEDS WATER MILL, 120 FEET WEST OF SAMBO JONES STORE, 35 FEET
 DH2041'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 41 FEET SOUTH OF THE CENTER
 DH2041'LINE OF A DIM ROAD LEADING SOUTHWEST TO STERLINGTOWN NEGRO CHURCH, 9
 DH2041'FEET SOUTHEAST OF A TELEPHONE POLE, 2 FEET NORTHEAST OF A WHITE WOODEN
 DH2041'WITNESS POST, AND ABOUT 3 FEET HIGHER THAN ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0107 ***********************************************************************
 DJ0107  DESIGNATION -  G 197
 DJ0107  PID         -  DJ0107
 DJ0107  STATE/COUNTY-  AL/LAMAR
 DJ0107  USGS QUAD   -  MILLPORT NW (1985)
 DJ0107
 DJ0107                         *CURRENT SURVEY CONTROL
 DJ0107  ___________________________________________________________________
 DJ0107* NAD 83(1986)-  33 39 32.     (N)    088 12 05.     (W)     SCALED    
 DJ0107* NAVD 88     -        75.408  (meters)     247.40   (feet)  ADJUSTED  
 DJ0107  ___________________________________________________________________
 DJ0107  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DJ0107  DYNAMIC HT  -          75.330 (meters)     247.15  (feet)  COMP
 DJ0107  MODELED GRAV-     979,602.1   (mgal)                       NAVD 88
 DJ0107
 DJ0107  VERT ORDER  -  SECOND    CLASS 0
 DJ0107
 DJ0107.The horizontal coordinates were scaled from a topographic map and have
 DJ0107.an estimated accuracy of +/- 6 seconds.
 DJ0107
 DJ0107.The orthometric height was determined by differential leveling
 DJ0107.and adjusted by the National Geodetic Survey in June 1991..
 DJ0107
 DJ0107.The geoid height was determined by GEOID03.
 DJ0107
 DJ0107.The dynamic height is computed by dividing the NAVD 88
 DJ0107.geopotential number by the normal gravity value computed on the
 DJ0107.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0107.degrees latitude (g = 980.6199 gals.).
 DJ0107
 DJ0107.The modeled gravity was interpolated from observed gravity values.
 DJ0107
 DJ0107;                    North         East    Units  Estimated Accuracy
 DJ0107;SPC AL W     -   405,910.      534,950.      MT  (+/- 180 meters Scaled)
 DJ0107
 DJ0107                          SUPERSEDED SURVEY CONTROL
 DJ0107
 DJ0107  NGVD 29 (??/??/92)   75.380  (m)          247.31   (f) ADJ UNCH    2 0
 DJ0107
 DJ0107.Superseded values are not recommended for survey control.
 DJ0107.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0107.See file dsdata.txt to determine how the superseded data were derived.
 DJ0107
 DJ0107_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC886249(NAD 83)
 DJ0107_MARKER: DB = BENCH MARK DISK
 DJ0107_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0107_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0107_STAMPING: G 197 1946
 DJ0107_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0107+STABILITY: SURFACE MOTION
 DJ0107
 DJ0107  HISTORY     - Date     Condition        Report By
 DJ0107  HISTORY     - 1946     MONUMENTED       CGS
 DJ0107  HISTORY     - 1952     GOOD             NGS
 DJ0107  HISTORY     - 19520507 MARK NOT FOUND   LOCENG
 DJ0107
 DJ0107                          STATION DESCRIPTION
 DJ0107
 DJ0107'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0107'9.9 MI NE FROM STEENS, MISS.
 DJ0107'ABOUT 9.9 MILES NORTHEAST ALONG THE YELLOW CREEK ROAD FROM THE POST
 DJ0107'OFFICE AT STEENS, 120 FEET SOUTH OF THE SOUTHWEST CORNER OF A FARM
 DJ0107'HOUSE, 25 FEET NORTHWEST OF AND ABOUT LEVEL WITH THE CENTER LINE OF
 DJ0107'THE ROAD, 13 FEET NORTHEAST OF A GRAVEL DRIVE-WAY LEADING TO THE
 DJ0107'HOUSE, 50 FEET SOUTH OF THE SMALLER OF THREE OAK TREES IN THE YARD, 2
 DJ0107'FEET NORTHEAST OF A WOODEN WITNESS POST.  A DISK SET IN THE TOP OF A
 DJ0107'CONCRETE POST PROJECTING ABOUT 4 INCHES.
 DJ0107
 DJ0107                          STATION RECOVERY (1952)
 DJ0107
 DJ0107'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1952
 DJ0107'RECOVERED IN GOOD CONDITION.
 DJ0107
 DJ0107                          STATION RECOVERY (1952)
 DJ0107
 DJ0107'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1952
 DJ0107'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0108 ***********************************************************************
 DJ0108  DESIGNATION -  G 197 RESET
 DJ0108  PID         -  DJ0108
 DJ0108  STATE/COUNTY-  AL/LAMAR
 DJ0108  USGS QUAD   -  MILLPORT NW (1985)
 DJ0108
 DJ0108                         *CURRENT SURVEY CONTROL
 DJ0108  ___________________________________________________________________
 DJ0108* NAD 83(1986)-  33 39 32.     (N)    088 12 05.     (W)     SCALED    
 DJ0108* NAVD 88     -        75.31   (meters)     247.1    (feet)  RESET     
 DJ0108  ___________________________________________________________________
 DJ0108  GEOID HEIGHT-         -27.98  (meters)                     GEOID03
 DJ0108
 DJ0108  VERT ORDER  -  THIRD
 DJ0108
 DJ0108.The horizontal coordinates were scaled from a topographic map and have
 DJ0108.an estimated accuracy of +/- 6 seconds.
 DJ0108
 DJ0108.The orthometric height was computed from unverified reset data.
 DJ0108
 DJ0108.The geoid height was determined by GEOID03.
 DJ0108
 DJ0108;                    North         East    Units  Estimated Accuracy
 DJ0108;SPC AL W     -   405,910.      534,950.      MT  (+/- 180 meters Scaled)
 DJ0108
 DJ0108                          SUPERSEDED SURVEY CONTROL
 DJ0108
 DJ0108  NGVD 29 (??/??/??)   75.28   (m)          247.0    (f) RESET       3  
 DJ0108
 DJ0108.Superseded values are not recommended for survey control.
 DJ0108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0108.See file dsdata.txt to determine how the superseded data were derived.
 DJ0108
 DJ0108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCC886249(NAD 83)
 DJ0108_MARKER: DB = BENCH MARK DISK
 DJ0108_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0108_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0108_STAMPING: G 197 RESET 1952
 DJ0108_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0108+STABILITY: SURFACE MOTION
 DJ0108
 DJ0108  HISTORY     - Date     Condition        Report By
 DJ0108  HISTORY     - 1952     MONUMENTED       CGS
 DJ0108
 DJ0108                          STATION DESCRIPTION
 DJ0108
 DJ0108'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 DJ0108'9.9 MI NE FROM STEENS, MISS.
 DJ0108'IN LAMAR COUNTY, ALABAMA, 9.9 MILES NORTHEAST ALONG THE YELLOW CREEK
 DJ0108'ROAD FROM STEENS, LOWNDES COUNTY, MISSISSIPPI, 78 FEET SOUTH OF THE
 DJ0108'SOUTHWEST CORNER OF A FARMHOUSE, 10 FEET NORTHEAST OF A GRAVEL
 DJ0108'DRIVEWAY LEADING TO THE HOUSE, 40 FEET NORTHWEST OF THE CENTER LINE OF
 DJ0108'THE ROAD, 19.5 FEET SOUTH OF THE SMALLER OF THREE OAK TREES IN THE
 DJ0108'YARD, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, AND ABOUT LEVEL
 DJ0108'WITH THE ROAD.  A STANDARD DISK, STAMPED G 197 RESET 1952 AND SET IN
 DJ0108'THE TOP OF A CONCRETE POST ABOUT FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0518 ***********************************************************************
 DJ0518  DESIGNATION -  G 198
 DJ0518  PID         -  DJ0518
 DJ0518  STATE/COUNTY-  AL/PICKENS
 DJ0518  USGS QUAD   -  FORRESTON (1987)
 DJ0518
 DJ0518                         *CURRENT SURVEY CONTROL
 DJ0518  ___________________________________________________________________
 DJ0518* NAD 83(1986)-  33 19 46.     (N)    088 15 15.     (W)     SCALED    
 DJ0518* NAVD 88     -        95.983  (meters)     314.90   (feet)  ADJUSTED  
 DJ0518  ___________________________________________________________________
 DJ0518  GEOID HEIGHT-         -28.53  (meters)                     GEOID03
 DJ0518  DYNAMIC HT  -          95.880 (meters)     314.57  (feet)  COMP
 DJ0518  MODELED GRAV-     979,564.3   (mgal)                       NAVD 88
 DJ0518
 DJ0518  VERT ORDER  -  SECOND    CLASS 0
 DJ0518
 DJ0518.The horizontal coordinates were scaled from a topographic map and have
 DJ0518.an estimated accuracy of +/- 6 seconds.
 DJ0518
 DJ0518.The orthometric height was determined by differential leveling
 DJ0518.and adjusted by the National Geodetic Survey in June 1991..
 DJ0518
 DJ0518.The geoid height was determined by GEOID03.
 DJ0518
 DJ0518.The dynamic height is computed by dividing the NAVD 88
 DJ0518.geopotential number by the normal gravity value computed on the
 DJ0518.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0518.degrees latitude (g = 980.6199 gals.).
 DJ0518
 DJ0518.The modeled gravity was interpolated from observed gravity values.
 DJ0518
 DJ0518;                    North         East    Units  Estimated Accuracy
 DJ0518;SPC AL W     -   369,400.      529,790.      MT  (+/- 180 meters Scaled)
 DJ0518
 DJ0518                          SUPERSEDED SURVEY CONTROL
 DJ0518
 DJ0518  NGVD 29 (??/??/92)   95.956  (m)          314.82   (f) ADJ UNCH    2 0
 DJ0518
 DJ0518.Superseded values are not recommended for survey control.
 DJ0518.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0518.See file dsdata.txt to determine how the superseded data were derived.
 DJ0518
 DJ0518_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB832885(NAD 83)
 DJ0518_MARKER: DB = BENCH MARK DISK
 DJ0518_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0518_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0518_STAMPING: G 198 1946
 DJ0518_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0518+STABILITY: SURFACE MOTION
 DJ0518
 DJ0518  HISTORY     - Date     Condition        Report By
 DJ0518  HISTORY     - 1946     MONUMENTED       CGS
 DJ0518  HISTORY     - 1958     GOOD             NGS
 DJ0518  HISTORY     - 19860324 MARK NOT FOUND   USPSQD
 DJ0518
 DJ0518                          STATION DESCRIPTION
 DJ0518
 DJ0518'DESCRIBED BY NATIONAL GEODETIC SURVEY 1958
 DJ0518'7.85 MI S FROM ETHELSVILLE.
 DJ0518'LOCATED 0.4 MILES SOUTHEAST ALONG A BLACK TOP ROAD, THEN TAKE RIGHT
 DJ0518'FORK AND GO SOUTH FOR 7.45 MILES FROM THE GULF, MOBILE AND OHIO
 DJ0518'RAILROAD STATION IN ETHELSVILLE TO THE MARK IN THE NORTHEAST ANGLE OF
 DJ0518'THE JUNCTION WITH A SIDE ROAD LEADING EAST.  IT IS AT THE SOUTHWEST
 DJ0518'CORNER OF A CULTIVATED FIELD, 105 FEET EAST OF THE CENTER OF THE
 DJ0518'NORTH-SOUTH ROAD, 27 FEET NORTH OF THE CENTER OF THE ROAD LEADING
 DJ0518'EAST, AND 1.5 FEET SOUTHEAST OF A WITNESS POST.  IT IS A STANDARD DISK
 DJ0518'SET IN THE TOP OF A 10-INCH SQUARE CONCRETE POST PROJECTING 4 INCHES
 DJ0518'AND ABOUT 2 FEET ABOVE THE LEVEL OF THE ROAD.
 DJ0518
 DJ0518                          STATION RECOVERY (1986)
 DJ0518
 DJ0518'RECOVERY NOTE BY US POWER SQUADRON 1986 (LCR)
 DJ0518'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0498 ***********************************************************************
 DJ0498  DESIGNATION -  G 199
 DJ0498  PID         -  DJ0498
 DJ0498  STATE/COUNTY-  AL/PICKENS
 DJ0498  USGS QUAD   -  ALICEVILLE NORTH (1980)
 DJ0498
 DJ0498                         *CURRENT SURVEY CONTROL
 DJ0498  ___________________________________________________________________
 DJ0498* NAD 83(1986)-  33 14 34.     (N)    088 12 15.     (W)     SCALED    
 DJ0498* NAVD 88     -        60.506  (meters)     198.51   (feet)  ADJUSTED  
 DJ0498  ___________________________________________________________________
 DJ0498  GEOID HEIGHT-         -28.66  (meters)                     GEOID03
 DJ0498  DYNAMIC HT  -          60.441 (meters)     198.30  (feet)  COMP
 DJ0498  MODELED GRAV-     979,552.8   (mgal)                       NAVD 88
 DJ0498
 DJ0498  VERT ORDER  -  SECOND    CLASS 0
 DJ0498
 DJ0498.The horizontal coordinates were scaled from a topographic map and have
 DJ0498.an estimated accuracy of +/- 6 seconds.
 DJ0498
 DJ0498.The orthometric height was determined by differential leveling
 DJ0498.and adjusted by the National Geodetic Survey in June 1991..
 DJ0498
 DJ0498.The geoid height was determined by GEOID03.
 DJ0498
 DJ0498.The dynamic height is computed by dividing the NAVD 88
 DJ0498.geopotential number by the normal gravity value computed on the
 DJ0498.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0498.degrees latitude (g = 980.6199 gals.).
 DJ0498
 DJ0498.The modeled gravity was interpolated from observed gravity values.
 DJ0498
 DJ0498;                    North         East    Units  Estimated Accuracy
 DJ0498;SPC AL W     -   359,760.      534,380.      MT  (+/- 180 meters Scaled)
 DJ0498
 DJ0498                          SUPERSEDED SURVEY CONTROL
 DJ0498
 DJ0498  NGVD 29 (??/??/92)   60.468  (m)          198.39   (f) ADJ UNCH    2 0
 DJ0498
 DJ0498.Superseded values are not recommended for survey control.
 DJ0498.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0498.See file dsdata.txt to determine how the superseded data were derived.
 DJ0498
 DJ0498_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB878788(NAD 83)
 DJ0498_MARKER: DB = BENCH MARK DISK
 DJ0498_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0498_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DJ0498_STAMPING: G 199 1946
 DJ0498_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DJ0498+STABILITY: SURFACE MOTION
 DJ0498
 DJ0498  HISTORY     - Date     Condition        Report By
 DJ0498  HISTORY     - 1946     MONUMENTED       CGS
 DJ0498
 DJ0498                          STATION DESCRIPTION
 DJ0498
 DJ0498'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DJ0498'4.0 MI E FROM PICKENSVILLE.
 DJ0498'ABOUT 4.0 MILES EAST ALONG THE PICKENSVILLE- CARROLLTON ROAD FROM THE
 DJ0498'POST OFFICE AT PICKENSVILLE, 200 FEET EAST OF A SMALL STORE ON THE
 DJ0498'NORTH SIDE OF THE ROAD, 100 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF
 DJ0498'A WHITE FARM HOUSE, 30 FEET SOUTHEAST OF THE EAST CORNER OF A GARAGE,
 DJ0498'23 FEET NORTH OF THE CENTER LINE OF THE ROAD, 2 FEET EAST OF A WHITE
 DJ0498'WOODEN WITNESS POST AND ABOUT 1 FOOT HIGHER THAN ROAD LEVEL.  A
 DJ0498'STANDARD DISK, STAMPED G 199 1946 AND SET IN THE TOP OF A CONCRETE
 DJ0498'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0075 ***********************************************************************
 BU0075  DESIGNATION -  G 2
 BU0075  PID         -  BU0075
 BU0075  STATE/COUNTY-  AL/PIKE
 BU0075  USGS QUAD   -  ANSLEY (1981)
 BU0075
 BU0075                         *CURRENT SURVEY CONTROL
 BU0075  ___________________________________________________________________
 BU0075* NAD 83(1986)-  31 53 23.     (N)    086 07 08.     (W)     SCALED    
 BU0075* NAVD 88     -       132.986  (meters)     436.30   (feet)  ADJUSTED  
 BU0075  ___________________________________________________________________
 BU0075  GEOID HEIGHT-         -26.83  (meters)                     GEOID03
 BU0075  DYNAMIC HT  -         132.828 (meters)     435.79  (feet)  COMP
 BU0075  MODELED GRAV-     979,451.4   (mgal)                       NAVD 88
 BU0075  OBS GRAVITY -     979,453.8   (mgal)                       GRAV_OBS
 BU0075
 BU0075  VERT ORDER  -  FIRST     CLASS I
 BU0075
 BU0075.The horizontal coordinates were scaled from a topographic map and have
 BU0075.an estimated accuracy of +/- 6 seconds.
 BU0075
 BU0075.The orthometric height was determined by differential leveling
 BU0075.and adjusted by the National Geodetic Survey in June 1991..
 BU0075.WARNING-Repeat measurements at this control monument indicate possible
 BU0075.vertical movement.
 BU0075
 BU0075.The geoid height was determined by GEOID03.
 BU0075
 BU0075.The dynamic height is computed by dividing the NAVD 88
 BU0075.geopotential number by the normal gravity value computed on the
 BU0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0075.degrees latitude (g = 980.6199 gals.).
 BU0075
 BU0075.The modeled gravity was interpolated from observed gravity values.
 BU0075.The observed gravity was obtained from relative gravimeter ties
 BU0075.to the IGSN71 gravity network.
 BU0075
 BU0075;                    North         East    Units  Estimated Accuracy
 BU0075;SPC AL E     -   154,110.      172,990.      MT  (+/- 180 meters Scaled)
 BU0075
 BU0075                          SUPERSEDED SURVEY CONTROL
 BU0075
 BU0075  NGVD 29 (??/??/92)  132.961  (m)          436.22   (f) ADJ UNCH    1 1
 BU0075
 BU0075.Superseded values are not recommended for survey control.
 BU0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0075.See file dsdata.txt to determine how the superseded data were derived.
 BU0075
 BU0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA833285(NAD 83)
 BU0075_MARKER: DB = BENCH MARK DISK
 BU0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0075_STAMPING: G BM 2
 BU0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0075+STABILITY: SURFACE MOTION
 BU0075
 BU0075  HISTORY     - Date     Condition        Report By
 BU0075  HISTORY     - UNK      MONUMENTED       ALGS
 BU0075  HISTORY     - 1968     GOOD             NGS
 BU0075  HISTORY     - 1968     MARK NOT FOUND   NGS
 BU0075
 BU0075                          STATION DESCRIPTION
 BU0075
 BU0075'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0075'0.25 MI NW FROM ANSLEY.
 BU0075'0.25 MILE NORTHWEST ALONG THE SEABOARD COAST LINE RAILROAD FROM THE
 BU0075'CROSSING OF A BLACK TOP RAOD AT ANSLEY, 0.35 MILE SOUTHEAST OF
 BU0075'MILEPOST N 863, 386 FEET NORTHWEST OF THE SOUTHEAST END OF A SPUR
 BU0075'TRACK, 101.8 FEET NORTH OF THE NORTH RAIL OF THE SPUR TRACK, 19 FEET
 BU0075'NORTHEAST OF A TELEPHONE POLE, 12.2 FEET SOUTHWEST OF THE SOUTHWEST
 BU0075'RAIL OF THE MAIN TRACK, 3 FEET SOUTHWEST OF A WHISTLE POST, 2 FEET
 BU0075'BELOW THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BU0075'FLUSH WITH THE GROUND.
 BU0075
 BU0075                          STATION RECOVERY (1968)
 BU0075
 BU0075'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 BU0075'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1115 ***********************************************************************
 CM1115  DESIGNATION -  G 20
 CM1115  PID         -  CM1115
 CM1115  STATE/COUNTY-  AL/BULLOCK
 CM1115  USGS QUAD   -  MIDWAY (1973)
 CM1115
 CM1115                         *CURRENT SURVEY CONTROL
 CM1115  ___________________________________________________________________
 CM1115* NAD 83(1986)-  32 03 29.     (N)    085 31 07.     (W)     SCALED    
 CM1115* NAVD 88     -       163.101  (meters)     535.11   (feet)  ADJUSTED  
 CM1115  ___________________________________________________________________
 CM1115  GEOID HEIGHT-         -26.61  (meters)                     GEOID03
 CM1115  DYNAMIC HT  -         162.911 (meters)     534.48  (feet)  COMP
 CM1115  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 CM1115
 CM1115  VERT ORDER  -  SECOND    CLASS 0
 CM1115
 CM1115.The horizontal coordinates were scaled from a topographic map and have
 CM1115.an estimated accuracy of +/- 6 seconds.
 CM1115
 CM1115.The orthometric height was determined by differential leveling
 CM1115.and adjusted by the National Geodetic Survey in June 1991..
 CM1115
 CM1115.The geoid height was determined by GEOID03.
 CM1115
 CM1115.The dynamic height is computed by dividing the NAVD 88
 CM1115.geopotential number by the normal gravity value computed on the
 CM1115.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1115.degrees latitude (g = 980.6199 gals.).
 CM1115
 CM1115.The modeled gravity was interpolated from observed gravity values.
 CM1115
 CM1115;                    North         East    Units  Estimated Accuracy
 CM1115;SPC AL E     -   172,790.      229,720.      MT  (+/- 180 meters Scaled)
 CM1115
 CM1115                          SUPERSEDED SURVEY CONTROL
 CM1115
 CM1115  NGVD 29 (??/??/92)  163.100  (m)          535.10   (f) ADJ UNCH    2 0
 CM1115
 CM1115.Superseded values are not recommended for survey control.
 CM1115.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1115.See file dsdata.txt to determine how the superseded data were derived.
 CM1115
 CM1115_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA398478(NAD 83)
 CM1115_MARKER: DB = BENCH MARK DISK
 CM1115_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1115_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1115_STAMPING: G 20 1934
 CM1115_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1115+STABILITY: SURFACE MOTION
 CM1115
 CM1115  HISTORY     - Date     Condition        Report By
 CM1115  HISTORY     - 1934     MONUMENTED       CGS
 CM1115  HISTORY     - 1952     GOOD             NGS
 CM1115
 CM1115                          STATION DESCRIPTION
 CM1115
 CM1115'DESCRIBED BY NATIONAL GEODETIC SURVEY 1952
 CM1115'0.8 MI S FROM MIDWAY.
 CM1115'ABOUT 0.8 MILE SOUTH ALONG STATE HIGHWAY 51 FROM ITS OVERPASS OVER
 CM1115'THE CENTRAL OF GEORGIA RAILWAY AT MIDWAY, ABOUT 0.3 MILE NORTH OF
 CM1115'A POWER TRANSMISSION LINE CROSSING HIGHWAY, 77 FEET NORTH OF
 CM1115'NORTHEAST CORNER OF A STEEL WIRE FENCE AROUND A POWER SUB-STATION,
 CM1115'62 FEET WEST OF CENTER LINE OF HIGHWAY, 12 1/2 FEET NORTHWEST OF
 CM1115'HIGHWAY R/W MARKER POST NO. T.S. 798+48, 17 1/2 FEET NORTHWEST OF
 CM1115'NORTHEAST BRICK POST OF CANOPY OF A STORE BUILDING NOW USED AS A
 CM1115'HOUSE, ABOUT 1 1/2 FEET ABOVE LEVEL OF HIGHWAY AND SET IN THE TOP
 CM1115'OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1944 ***********************************************************************
 DH1944  DESIGNATION -  G 200
 DH1944  PID         -  DH1944
 DH1944  STATE/COUNTY-  AL/TUSCALOOSA
 DH1944  USGS QUAD   -  COKER (1978)
 DH1944
 DH1944                         *CURRENT SURVEY CONTROL
 DH1944  ___________________________________________________________________
 DH1944* NAD 83(1986)-  33 08 05.     (N)    087 42 09.     (W)     SCALED    
 DH1944* NAVD 88     -       101.146  (meters)     331.84   (feet)  ADJUSTED  
 DH1944  ___________________________________________________________________
 DH1944  GEOID HEIGHT-         -29.02  (meters)                     GEOID03
 DH1944  DYNAMIC HT  -         101.035 (meters)     331.48  (feet)  COMP
 DH1944  MODELED GRAV-     979,540.4   (mgal)                       NAVD 88
 DH1944
 DH1944  VERT ORDER  -  SECOND    CLASS 0
 DH1944
 DH1944.The horizontal coordinates were scaled from a topographic map and have
 DH1944.an estimated accuracy of +/- 6 seconds.
 DH1944
 DH1944.The orthometric height was determined by differential leveling
 DH1944.and adjusted by the National Geodetic Survey in June 1991..
 DH1944
 DH1944.The geoid height was determined by GEOID03.
 DH1944
 DH1944.The dynamic height is computed by dividing the NAVD 88
 DH1944.geopotential number by the normal gravity value computed on the
 DH1944.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1944.degrees latitude (g = 980.6199 gals.).
 DH1944
 DH1944.The modeled gravity was interpolated from observed gravity values.
 DH1944
 DH1944;                    North         East    Units  Estimated Accuracy
 DH1944;SPC AL W     -   347,570.      581,110.      MT  (+/- 180 meters Scaled)
 DH1944
 DH1944                          SUPERSEDED SURVEY CONTROL
 DH1944
 DH1944  NGVD 29 (??/??/92)  101.106  (m)          331.71   (f) ADJ UNCH    2 0
 DH1944
 DH1944.Superseded values are not recommended for survey control.
 DH1944.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1944.See file dsdata.txt to determine how the superseded data were derived.
 DH1944
 DH1944_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB344664(NAD 83)
 DH1944_MARKER: DB = BENCH MARK DISK
 DH1944_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1944_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1944_STAMPING: G 200 1946
 DH1944_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1944+STABILITY: SURFACE MOTION
 DH1944
 DH1944  HISTORY     - Date     Condition        Report By
 DH1944  HISTORY     - 1946     MONUMENTED       CGS
 DH1944  HISTORY     - 1969     POOR             USGS
 DH1944
 DH1944                          STATION DESCRIPTION
 DH1944
 DH1944'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1944'3.4 MI SE FROM ROMULUS.
 DH1944'ALONG THE ROMULUS-MT. ZION CHURCH ROAD ABOUT 3.4 MILES SOUTHEAST OF
 DH1944'THE STORE AT ROMULUS AND ABOUT 3.4 MILES NORTHWEST OF THE MT. ZION
 DH1944'CHURCH, AT THE SOUTH END OF A CLAY CUT AND AT THE TOP OF A HILL, 19
 DH1944'FEET EAST OF THE CENTER LINE OF THE ROAD, 19 FEET SOUTH OF THE CENTER
 DH1944'LINE OF A WOODS ROAD LEADING NORTHEAST FROM THE ROAD, 18 FEET WEST OF
 DH1944'A TRIANGULAR BLAZED 4-INCH PINE TREE, 1 1/2 FEET NORTH OF A WHITE
 DH1944'WOODEN WITNESS POST AND ABOUT LEVEL WITH THE ROAD.  NOTE-- POST IS
 DH1944'LEANING.
 DH1944
 DH1944                          STATION RECOVERY (1969)
 DH1944
 DH1944'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DH1944'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0063 ***********************************************************************
 CO0063  DESIGNATION -  G 202
 CO0063  PID         -  CO0063
 CO0063  STATE/COUNTY-  AL/SUMTER
 CO0063  USGS QUAD   -  PANOLA (1973)
 CO0063
 CO0063                         *CURRENT SURVEY CONTROL
 CO0063  ___________________________________________________________________
 CO0063* NAD 83(1986)-  32 58 01.     (N)    088 17 45.     (W)     SCALED    
 CO0063* NAVD 88     -        46.127  (meters)     151.34   (feet)  ADJUSTED  
 CO0063  ___________________________________________________________________
 CO0063  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 CO0063  DYNAMIC HT  -          46.075 (meters)     151.16  (feet)  COMP
 CO0063  MODELED GRAV-     979,524.6   (mgal)                       NAVD 88
 CO0063
 CO0063  VERT ORDER  -  SECOND    CLASS 0
 CO0063
 CO0063.The horizontal coordinates were scaled from a topographic map and have
 CO0063.an estimated accuracy of +/- 6 seconds.
 CO0063
 CO0063.The orthometric height was determined by differential leveling
 CO0063.and adjusted by the National Geodetic Survey in June 1991..
 CO0063
 CO0063.The geoid height was determined by GEOID03.
 CO0063
 CO0063.The dynamic height is computed by dividing the NAVD 88
 CO0063.geopotential number by the normal gravity value computed on the
 CO0063.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0063.degrees latitude (g = 980.6199 gals.).
 CO0063
 CO0063.The modeled gravity was interpolated from observed gravity values.
 CO0063
 CO0063;                    North         East    Units  Estimated Accuracy
 CO0063;SPC AL W     -   329,230.      525,600.      MT  (+/- 180 meters Scaled)
 CO0063
 CO0063                          SUPERSEDED SURVEY CONTROL
 CO0063
 CO0063  NGVD 29 (??/??/92)   46.092  (m)          151.22   (f) ADJ UNCH    2 0
 CO0063
 CO0063.Superseded values are not recommended for survey control.
 CO0063.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0063.See file dsdata.txt to determine how the superseded data were derived.
 CO0063
 CO0063_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB788483(NAD 83)
 CO0063_MARKER: DB = BENCH MARK DISK
 CO0063_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0063_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0063_STAMPING: G 202 1946
 CO0063_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0063+STABILITY: SURFACE MOTION
 CO0063
 CO0063  HISTORY     - Date     Condition        Report By
 CO0063  HISTORY     - 1946     MONUMENTED       CGS
 CO0063
 CO0063                          STATION DESCRIPTION
 CO0063
 CO0063'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0063'3.0 MI S FROM DANCY.
 CO0063'3.0 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT DANCY,
 CO0063'0.85 MILE NORTH OF THE JUNCTION WITH A ROAD LEADING EAST TO PANOLA,
 CO0063'ABOUT 269 FEET SOUTH OF THE SOUTHWEST CORNER OF A TWIN 8 FOOT BY 8
 CO0063'FOOT CONCRETE BOX CULVERT, 46 FEET WEST OF AND ABOUT 2 FEET LOWER THAN
 CO0063'THE CENTER OF THE ROAD, 10 FEET NORTHEAST OF A 16-INCH OAK TREE, 4
 CO0063'FEET EAST OF A FENCE AND 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST.
 CO0063'A STANDARD DISK, STAMPED G 202 1946, AND SET IN THE TOP OF A CONCRETE
 CO0063'POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0126 ***********************************************************************
 CO0126  DESIGNATION -  G 203
 CO0126  PID         -  CO0126
 CO0126  STATE/COUNTY-  AL/SUMTER
 CO0126  USGS QUAD   -  GEIGER (1973)
 CO0126
 CO0126                         *CURRENT SURVEY CONTROL
 CO0126  ___________________________________________________________________
 CO0126* NAD 83(1986)-  32 48 48.     (N)    088 16 51.     (W)     SCALED    
 CO0126* NAVD 88     -        39.855  (meters)     130.76   (feet)  ADJUSTED  
 CO0126  ___________________________________________________________________
 CO0126  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CO0126  DYNAMIC HT  -          39.810 (meters)     130.61  (feet)  COMP
 CO0126  MODELED GRAV-     979,504.1   (mgal)                       NAVD 88
 CO0126
 CO0126  VERT ORDER  -  SECOND    CLASS 0
 CO0126
 CO0126.The horizontal coordinates were scaled from a topographic map and have
 CO0126.an estimated accuracy of +/- 6 seconds.
 CO0126
 CO0126.The orthometric height was determined by differential leveling
 CO0126.and adjusted by the National Geodetic Survey in June 1991..
 CO0126
 CO0126.The geoid height was determined by GEOID03.
 CO0126
 CO0126.The dynamic height is computed by dividing the NAVD 88
 CO0126.geopotential number by the normal gravity value computed on the
 CO0126.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0126.degrees latitude (g = 980.6199 gals.).
 CO0126
 CO0126.The modeled gravity was interpolated from observed gravity values.
 CO0126
 CO0126;                    North         East    Units  Estimated Accuracy
 CO0126;SPC AL W     -   312,180.      526,880.      MT  (+/- 180 meters Scaled)
 CO0126
 CO0126                          SUPERSEDED SURVEY CONTROL
 CO0126
 CO0126  NGVD 29 (??/??/92)   39.826  (m)          130.66   (f) ADJ UNCH    2 0
 CO0126
 CO0126.Superseded values are not recommended for survey control.
 CO0126.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0126.See file dsdata.txt to determine how the superseded data were derived.
 CO0126
 CO0126_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB800313(NAD 83)
 CO0126_MARKER: DB = BENCH MARK DISK
 CO0126_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0126_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0126_STAMPING: G 203 1946
 CO0126_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0126+STABILITY: SURFACE MOTION
 CO0126
 CO0126  HISTORY     - Date     Condition        Report By
 CO0126  HISTORY     - 1946     MONUMENTED       CGS
 CO0126
 CO0126                          STATION DESCRIPTION
 CO0126
 CO0126'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0126'4.5 MI SE FROM GEIGER.
 CO0126'1.35 MILES SOUTH ALONG STATE HIGHWAY 17 FROM THE POST OFFICE AT
 CO0126'GEIGER, THENCE 3.15 MILES SOUTHEAST ALONG THE GEIGER-GAINESVILLE ROAD,
 CO0126'IN THE FORK OF THE JUNCTION OF THE MAIN ROAD AND A ROAD LEADING
 CO0126'SOUTHWEST TO A FARM, 34 FEET WEST OF THE CENTER LINE OF THE MAIN ROAD,
 CO0126'66 FEET EAST OF THE CENTER LINE OF THE FARM ROAD, 12 FEET WEST OF A
 CO0126'CHINA BERRY TREE IN A FENCE CORNER, 2 FEET NORTH OF A WIRE FENCE, 2
 CO0126'FEET WEST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G
 CO0126'203 1946, AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 6
 CO0126'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0204 ***********************************************************************
 CO0204  DESIGNATION -  G 204
 CO0204  PID         -  CO0204
 CO0204  STATE/COUNTY-  AL/SUMTER
 CO0204  USGS QUAD   -  EPES WEST (1986)
 CO0204
 CO0204                         *CURRENT SURVEY CONTROL
 CO0204  ___________________________________________________________________
 CO0204* NAD 83(1986)-  32 41 28.     (N)    088 10 02.     (W)     SCALED    
 CO0204* NAVD 88     -        37.169  (meters)     121.95   (feet)  ADJUSTED  
 CO0204  ___________________________________________________________________
 CO0204  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CO0204  DYNAMIC HT  -          37.127 (meters)     121.81  (feet)  COMP
 CO0204  MODELED GRAV-     979,501.5   (mgal)                       NAVD 88
 CO0204
 CO0204  VERT ORDER  -  SECOND    CLASS 0
 CO0204
 CO0204.The horizontal coordinates were scaled from a topographic map and have
 CO0204.an estimated accuracy of +/- 6 seconds.
 CO0204
 CO0204.The orthometric height was determined by differential leveling
 CO0204.and adjusted by the National Geodetic Survey in June 1991..
 CO0204
 CO0204.The geoid height was determined by GEOID03.
 CO0204
 CO0204.The dynamic height is computed by dividing the NAVD 88
 CO0204.geopotential number by the normal gravity value computed on the
 CO0204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0204.degrees latitude (g = 980.6199 gals.).
 CO0204
 CO0204.The modeled gravity was interpolated from observed gravity values.
 CO0204
 CO0204;                    North         East    Units  Estimated Accuracy
 CO0204;SPC AL W     -   298,560.      537,430.      MT  (+/- 180 meters Scaled)
 CO0204
 CO0204                          SUPERSEDED SURVEY CONTROL
 CO0204
 CO0204  NGVD 29 (??/??/92)   37.140  (m)          121.85   (f) ADJ UNCH    2 0
 CO0204
 CO0204.Superseded values are not recommended for survey control.
 CO0204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0204.See file dsdata.txt to determine how the superseded data were derived.
 CO0204
 CO0204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB905176(NAD 83)
 CO0204_MARKER: DB = BENCH MARK DISK
 CO0204_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 CO0204_SP_SET: ABUTMENT
 CO0204_STAMPING: G 204 1946
 CO0204_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 CO0204
 CO0204  HISTORY     - Date     Condition        Report By
 CO0204  HISTORY     - 1946     MONUMENTED       CGS
 CO0204
 CO0204                          STATION DESCRIPTION
 CO0204
 CO0204'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0204'9.55 MI S FROM GAINESVILLE.
 CO0204'9.55 MILES SOUTH ALONG STATE HIGHWAY 39 FROM THE POST OFFICE AT
 CO0204'GAINESVILLE, 0.8 MILE SOUTH OF THE INTERSECTION WITH THE
 CO0204'EPES-SUMTERVILLE ROAD, IN THE WEST END OF THE NORTH CONCRETE ABUTMENT
 CO0204'OF A STEEL TRUSS BRIDGE, 9 FEET WEST OF AND 1 FOOT LOWER THAN THE
 CO0204'CENTER LINE OF THE FLOOR BRIDGE.  A STANDARD DISK, STAMPED G 204 1946
 CO0204'AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0085 ***********************************************************************
 CO0085  DESIGNATION -  G 205
 CO0085  PID         -  CO0085
 CO0085  STATE/COUNTY-  AL/SUMTER
 CO0085  USGS QUAD   -  EMELLE (1987)
 CO0085
 CO0085                         *CURRENT SURVEY CONTROL
 CO0085  ___________________________________________________________________
 CO0085* NAD 83(1986)-  32 38 33.     (N)    088 18 14.     (W)     SCALED    
 CO0085* NAVD 88     -        43.795  (meters)     143.68   (feet)  ADJUSTED  
 CO0085  ___________________________________________________________________
 CO0085  GEOID HEIGHT-         -28.82  (meters)                     GEOID03
 CO0085  DYNAMIC HT  -          43.745 (meters)     143.52  (feet)  COMP
 CO0085  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 CO0085
 CO0085  VERT ORDER  -  SECOND    CLASS 0
 CO0085
 CO0085.The horizontal coordinates were scaled from a topographic map and have
 CO0085.an estimated accuracy of +/- 6 seconds.
 CO0085
 CO0085.The orthometric height was determined by differential leveling
 CO0085.and adjusted by the National Geodetic Survey in June 1991..
 CO0085
 CO0085.The geoid height was determined by GEOID03.
 CO0085
 CO0085.The dynamic height is computed by dividing the NAVD 88
 CO0085.geopotential number by the normal gravity value computed on the
 CO0085.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0085.degrees latitude (g = 980.6199 gals.).
 CO0085
 CO0085.The modeled gravity was interpolated from observed gravity values.
 CO0085
 CO0085;                    North         East    Units  Estimated Accuracy
 CO0085;SPC AL W     -   293,250.      524,580.      MT  (+/- 180 meters Scaled)
 CO0085
 CO0085                          SUPERSEDED SURVEY CONTROL
 CO0085
 CO0085  NGVD 29 (??/??/92)   43.768  (m)          143.60   (f) ADJ UNCH    2 0
 CO0085
 CO0085.Superseded values are not recommended for survey control.
 CO0085.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0085.See file dsdata.txt to determine how the superseded data were derived.
 CO0085
 CO0085_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB777124(NAD 83)
 CO0085_MARKER: DB = BENCH MARK DISK
 CO0085_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0085_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0085_STAMPING: G 205 1946
 CO0085_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0085+STABILITY: SURFACE MOTION
 CO0085
 CO0085  HISTORY     - Date     Condition        Report By
 CO0085  HISTORY     - 1946     MONUMENTED       CGS
 CO0085
 CO0085                          STATION DESCRIPTION
 CO0085
 CO0085'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0085'1.65 MI N FROM BOYD.
 CO0085'1.65 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE GIN AT BOYD, AT THE
 CO0085'JUNCTION WITH A HARD SURFACED ROAD LEADING EAST TO LIVINGSTON, IN THE
 CO0085'NORTHEAST QUARTER OF THE JUNCTION, 267 FEET NORTH OF THE CENTER LINE
 CO0085'OF THE LIVINGSTON ROAD, 48 FEET EAST OF AND ABOUT LEVEL WITH THE
 CO0085'CENTER LINE OF HIGHWAY 17, 179 FEET SOUTH OF THE SOUTH END OF THE EAST
 CO0085'HEADWALL OF A 10-FOOT DOUBLE CONCRETE CULVERT, 13 FEET NORTH OF A
 CO0085'HIGHWAY RIGHT-OF-WAY STATION, 2 FEET NORTH OF A WHITE WITNESS POST AND
 CO0085'4 FEET WEST OF THE EAST RIGHT-OF-WAY FENCE.  A STANDARD DISK, STAMPED
 CO0085'G 205 1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING ABOUT 4
 CO0085'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1916 ***********************************************************************
 DH1916  DESIGNATION -  G 206
 DH1916  PID         -  DH1916
 DH1916  STATE/COUNTY-  AL/TUSCALOOSA
 DH1916  USGS QUAD   -  FOSTERS (1978)
 DH1916
 DH1916                         *CURRENT SURVEY CONTROL
 DH1916  ___________________________________________________________________
 DH1916* NAD 83(1986)-  33 06 37.     (N)    087 40 17.     (W)     SCALED    
 DH1916* NAVD 88     -        42.882  (meters)     140.69   (feet)  ADJUSTED  
 DH1916  ___________________________________________________________________
 DH1916  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DH1916  DYNAMIC HT  -          42.835 (meters)     140.53  (feet)  COMP
 DH1916  MODELED GRAV-     979,538.7   (mgal)                       NAVD 88
 DH1916
 DH1916  VERT ORDER  -  SECOND    CLASS 0
 DH1916
 DH1916.The horizontal coordinates were scaled from a topographic map and have
 DH1916.an estimated accuracy of +/- 6 seconds.
 DH1916
 DH1916.The orthometric height was determined by differential leveling
 DH1916.and adjusted by the National Geodetic Survey in June 1991..
 DH1916
 DH1916.The geoid height was determined by GEOID03.
 DH1916
 DH1916.The dynamic height is computed by dividing the NAVD 88
 DH1916.geopotential number by the normal gravity value computed on the
 DH1916.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1916.degrees latitude (g = 980.6199 gals.).
 DH1916
 DH1916.The modeled gravity was interpolated from observed gravity values.
 DH1916
 DH1916;                    North         East    Units  Estimated Accuracy
 DH1916;SPC AL W     -   344,860.      584,000.      MT  (+/- 180 meters Scaled)
 DH1916
 DH1916                          SUPERSEDED SURVEY CONTROL
 DH1916
 DH1916  NGVD 29 (??/??/92)   42.846  (m)          140.57   (f) ADJ UNCH    2 0
 DH1916
 DH1916.Superseded values are not recommended for survey control.
 DH1916.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1916.See file dsdata.txt to determine how the superseded data were derived.
 DH1916
 DH1916_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB373637(NAD 83)
 DH1916_MARKER: DB = BENCH MARK DISK
 DH1916_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1916_SP_SET: CULVERT
 DH1916_STAMPING: G 206 1946
 DH1916_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1916
 DH1916  HISTORY     - Date     Condition        Report By
 DH1916  HISTORY     - 1946     MONUMENTED       CGS
 DH1916  HISTORY     - 1969     MARK NOT FOUND   USGS
 DH1916
 DH1916                          STATION DESCRIPTION
 DH1916
 DH1916'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1916'8.1 MI NE FROM RALPH.
 DH1916'ABOUT 8.1 MILES NORTHEAST ALONG U. S. HIGHWAY 11 FROM THE POST OFFICE
 DH1916'AT RALPH, ABOUT 9.5 MILES SOUTHWEST OF THE FIRST PRESBYTERIAN CHURCH
 DH1916'AT TUSCALOOSA, 0.8 MILE SOUTH OF THE SOUTH END OF THE FOSTER FERRY
 DH1916'BRIDGE OVER THE BLACK WARRIOR RIVER, ABOUT 0.2 MILE SOUTH OF THE MT.
 DH1916'ZION CHURCH, SET IN THE CENTER OF THE TOP OF THE SOUTHEAST CONCRETE
 DH1916'HEADWALL OF AN 18-INCH CONCRETE TILE CULVERT, ABOUT 1 FOOT LOWER THAN
 DH1916'THE LEVEL OF THE HIGHWAY.
 DH1916
 DH1916                          STATION RECOVERY (1969)
 DH1916
 DH1916'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1969
 DH1916'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1948 ***********************************************************************
 DH1948  DESIGNATION -  G 207
 DH1948  PID         -  DH1948
 DH1948  STATE/COUNTY-  AL/GREENE
 DH1948  USGS QUAD   -  MANTUA (1970)
 DH1948
 DH1948                         *CURRENT SURVEY CONTROL
 DH1948  ___________________________________________________________________
 DH1948* NAD 83(1986)-  33 03 09.     (N)    087 57 21.     (W)     SCALED    
 DH1948* NAVD 88     -        70.478  (meters)     231.23   (feet)  ADJUSTED  
 DH1948  ___________________________________________________________________
 DH1948  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 DH1948  DYNAMIC HT  -          70.399 (meters)     230.97  (feet)  COMP
 DH1948  MODELED GRAV-     979,524.1   (mgal)                       NAVD 88
 DH1948
 DH1948  VERT ORDER  -  SECOND    CLASS 0
 DH1948
 DH1948.The horizontal coordinates were scaled from a topographic map and have
 DH1948.an estimated accuracy of +/- 6 seconds.
 DH1948
 DH1948.The orthometric height was determined by differential leveling
 DH1948.and adjusted by the National Geodetic Survey in June 1991..
 DH1948
 DH1948.The geoid height was determined by GEOID03.
 DH1948
 DH1948.The dynamic height is computed by dividing the NAVD 88
 DH1948.geopotential number by the normal gravity value computed on the
 DH1948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1948.degrees latitude (g = 980.6199 gals.).
 DH1948
 DH1948.The modeled gravity was interpolated from observed gravity values.
 DH1948
 DH1948;                    North         East    Units  Estimated Accuracy
 DH1948;SPC AL W     -   338,530.      557,430.      MT  (+/- 180 meters Scaled)
 DH1948
 DH1948                          SUPERSEDED SURVEY CONTROL
 DH1948
 DH1948  NGVD 29 (??/??/92)   70.437  (m)          231.09   (f) ADJ UNCH    2 0
 DH1948
 DH1948.Superseded values are not recommended for survey control.
 DH1948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1948.See file dsdata.txt to determine how the superseded data were derived.
 DH1948
 DH1948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB107575(NAD 83)
 DH1948_MARKER: DB = BENCH MARK DISK
 DH1948_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1948_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1948_STAMPING: G 207 1946
 DH1948_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1948+STABILITY: SURFACE MOTION
 DH1948
 DH1948  HISTORY     - Date     Condition        Report By
 DH1948  HISTORY     - 1946     MONUMENTED       CGS
 DH1948
 DH1948                          STATION DESCRIPTION
 DH1948
 DH1948'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1948'1.65 MI W FROM MANTUA.
 DH1948'ABOUT 1.65 MILE WEST ALONG THE MANTUA-LEWISTON ROAD FROM THE POST
 DH1948'OFFICE AT MANTUA, AT WHITE OAK SCHOOL AND CHURCH, 177 FEET SOUTHEAST
 DH1948'OF THE SOUTHEAST CORNER OF THE CHURCH BUILDING, 23 FEET NORTH OF THE
 DH1948'CENTER LINE OF THE OLD ROAD BED, ABOUT 45 YARDS NORTH OF THE CENTER
 DH1948'LINE OF THE NEW ROAD, 40 FEET WEST OF THE CENTER LINE OF THE DRIVEWAY,
 DH1948'2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST AND ABOUT 5 FEET
 DH1948'HIGHER THAN LEVEL OF THE OLD ROAD BED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1997 ***********************************************************************
 DH1997  DESIGNATION -  G 208 RESET
 DH1997  PID         -  DH1997
 DH1997  STATE/COUNTY-  AL/GREENE
 DH1997  USGS QUAD   -  MANTUA (1970)
 DH1997
 DH1997                         *CURRENT SURVEY CONTROL
 DH1997  ___________________________________________________________________
 DH1997* NAD 83(1986)-  33 06 32.     (N)    087 55 36.     (W)     SCALED    
 DH1997* NAVD 88     -        53.70   (meters)     176.2    (feet)  RESET     
 DH1997  ___________________________________________________________________
 DH1997  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH1997
 DH1997  VERT ORDER  -  THIRD
 DH1997
 DH1997.The horizontal coordinates were scaled from a topographic map and have
 DH1997.an estimated accuracy of +/- 6 seconds.
 DH1997
 DH1997.The orthometric height was computed from unverified reset data.
 DH1997
 DH1997.The geoid height was determined by GEOID03.
 DH1997
 DH1997;                    North         East    Units  Estimated Accuracy
 DH1997;SPC AL W     -   344,770.      560,180.      MT  (+/- 180 meters Scaled)
 DH1997
 DH1997                          SUPERSEDED SURVEY CONTROL
 DH1997
 DH1997.No superseded survey control is available for this station.
 DH1997
 DH1997_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB135637(NAD 83)
 DH1997_MARKER: DB = BENCH MARK DISK
 DH1997_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1997_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1997_STAMPING: G 208 RESET 1961
 DH1997_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1997+STABILITY: SURFACE MOTION
 DH1997
 DH1997  HISTORY     - Date     Condition        Report By
 DH1997  HISTORY     - 1961     MONUMENTED       CGS
 DH1997
 DH1997                          STATION DESCRIPTION
 DH1997
 DH1997'DESCRIBED BY COAST AND GEODETIC SURVEY 1961
 DH1997'4.85 MI W FROM JENA.
 DH1997'THIS MARK IS LOCATED 4.85 MILES WEST ALONG THE GREENE COUNTY ROAD NO.
 DH1997'2 FROM THE CHURCH AND SCHOOL AT JENA, 3.85 MILES WEST FROM THE
 DH1997'JUNCTION WITH STATE HIGHWAY 57, 0.8 MILE NORTHEAST OF THE JUNCTION
 DH1997'WITH A ROAD LEADING SOUTHWEST TO LEWISTON AND PLEASANT RIDGE, ON
 DH1997'PROPERTY OWNED BY THE WEYERHAEUSER TIBMER CO., 51 FEET SOUTH OF THE
 DH1997'CENTERLINE OF THE ROAD, 186 FEET WEST OF THE CENTER OF THE BRIDGE OVER
 DH1997'A SMALL CREEK, AND 1 FOOT WEST OF A METAL WITNESS POST, IN A THICKLY
 DH1997'PINE COVERED AREA AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST
 DH1997'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2739 ***********************************************************************
 CN2739  DESIGNATION -  G 209
 CN2739  PID         -  CN2739
 CN2739  STATE/COUNTY-  AL/GREENE
 CN2739  USGS QUAD   -  KNOXVILLE (1980)
 CN2739
 CN2739                         *CURRENT SURVEY CONTROL
 CN2739  ___________________________________________________________________
 CN2739* NAD 83(1986)-  32 53 34.     (N)    087 51 51.     (W)     SCALED    
 CN2739* NAVD 88     -        50.654  (meters)     166.19   (feet)  ADJUSTED  
 CN2739  ___________________________________________________________________
 CN2739  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 CN2739  DYNAMIC HT  -          50.597 (meters)     166.00  (feet)  COMP
 CN2739  MODELED GRAV-     979,517.7   (mgal)                       NAVD 88
 CN2739
 CN2739  VERT ORDER  -  SECOND    CLASS 0
 CN2739
 CN2739.The horizontal coordinates were scaled from a topographic map and have
 CN2739.an estimated accuracy of +/- 6 seconds.
 CN2739
 CN2739.The orthometric height was determined by differential leveling
 CN2739.and adjusted by the National Geodetic Survey in June 1991..
 CN2739
 CN2739.The geoid height was determined by GEOID03.
 CN2739
 CN2739.The dynamic height is computed by dividing the NAVD 88
 CN2739.geopotential number by the normal gravity value computed on the
 CN2739.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2739.degrees latitude (g = 980.6199 gals.).
 CN2739
 CN2739.The modeled gravity was interpolated from observed gravity values.
 CN2739
 CN2739;                    North         East    Units  Estimated Accuracy
 CN2739;SPC AL W     -   320,780.      565,930.      MT  (+/- 180 meters Scaled)
 CN2739
 CN2739                          SUPERSEDED SURVEY CONTROL
 CN2739
 CN2739  NGVD 29 (??/??/92)   50.623  (m)          166.09   (f) ADJ UNCH    2 0
 CN2739
 CN2739.Superseded values are not recommended for survey control.
 CN2739.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2739.See file dsdata.txt to determine how the superseded data were derived.
 CN2739
 CN2739_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB191397(NAD 83)
 CN2739_MARKER: DB = BENCH MARK DISK
 CN2739_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2739_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2739_STAMPING: G 209 1946
 CN2739_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2739+STABILITY: SURFACE MOTION
 CN2739
 CN2739  HISTORY     - Date     Condition        Report By
 CN2739  HISTORY     - 1946     MONUMENTED       CGS
 CN2739
 CN2739                          STATION DESCRIPTION
 CN2739
 CN2739'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CN2739'4.8 MI NE FROM EUTAW.
 CN2739'ABOUT 4.8 MILES NORTHEAST ALONG U.S. HIGHWAY 11 FROM THE COURT HOUSE
 CN2739'AT EUTAW, 285 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF THE
 CN2739'C.B.BAMBARGER FARM HOUSE, 33 FEET NORTH OF THE CENTER LINE OF THE
 CN2739'DRIVEWAY, 47 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 34 FEET
 CN2739'NORTHWEST OF THE NORTH END OF THE HEADWALL OF A 15-INCH PIPE CULVERT
 CN2739'UNDER THE DRIVEWAY, 11 FEET SOUTHEAST OF A POWER LINE POLE, 11 FEET
 CN2739'WEST OF A FENCE, 2.0 FEET SOUTH OF A WHITE WOODEN WITNESS POST AND
 CN2739'ABOUT 4 FEET ABOVE ROAD LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0769 ***********************************************************************
 CM0769  DESIGNATION -  G 21
 CM0769  PID         -  CM0769
 CM0769  STATE/COUNTY-  AL/RUSSELL
 CM0769  USGS QUAD   -  FORT MITCHELL (1984)
 CM0769
 CM0769                         *CURRENT SURVEY CONTROL
 CM0769  ___________________________________________________________________
 CM0769* NAD 83(1986)-  32 20 06.     (N)    085 03 35.     (W)     SCALED    
 CM0769* NAVD 88     -        78.727  (meters)     258.29   (feet)  ADJUSTED  
 CM0769  ___________________________________________________________________
 CM0769  GEOID HEIGHT-         -26.94  (meters)                     GEOID03
 CM0769  DYNAMIC HT  -          78.637 (meters)     257.99  (feet)  COMP
 CM0769  MODELED GRAV-     979,502.3   (mgal)                       NAVD 88
 CM0769
 CM0769  VERT ORDER  -  SECOND    CLASS 0
 CM0769
 CM0769.The horizontal coordinates were scaled from a topographic map and have
 CM0769.an estimated accuracy of +/- 6 seconds.
 CM0769
 CM0769.The orthometric height was determined by differential leveling
 CM0769.and adjusted by the National Geodetic Survey in June 1991..
 CM0769
 CM0769.The geoid height was determined by GEOID03.
 CM0769
 CM0769.The dynamic height is computed by dividing the NAVD 88
 CM0769.geopotential number by the normal gravity value computed on the
 CM0769.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0769.degrees latitude (g = 980.6199 gals.).
 CM0769
 CM0769.The modeled gravity was interpolated from observed gravity values.
 CM0769
 CM0769;                    North         East    Units  Estimated Accuracy
 CM0769;SPC AL E     -   203,710.      272,830.      MT  (+/- 180 meters Scaled)
 CM0769
 CM0769                          SUPERSEDED SURVEY CONTROL
 CM0769
 CM0769  NGVD 29 (??/??/92)   78.751  (m)          258.37   (f) ADJ UNCH    2 0
 CM0769
 CM0769.Superseded values are not recommended for survey control.
 CM0769.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0769.See file dsdata.txt to determine how the superseded data were derived.
 CM0769
 CM0769_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA826792(NAD 83)
 CM0769_MARKER: DB = BENCH MARK DISK
 CM0769_SETTING: 0 = UNSPECIFIED SETTING
 CM0769_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CM0769
 CM0769  HISTORY     - Date     Condition        Report By
 CM0769  HISTORY     - 1934     MONUMENTED       CGS
 CM0769
 CM0769                          STATION DESCRIPTION
 CM0769
 CM0769'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CM0769'2.5 MI SW FROM FORT MITCHELL.
 CM0769'ALONG THE RIGHT OF WAY OF THE CENTRAL OF GEORGIA RAILROAD, 56
 CM0769'RAILS, APPROXIMATELY 560 YARDS N.E. OF MILE POST S 304, A 126. 52
 CM0769'FEET SOUTH OF PUBLIC ROAD CROSSING, 46 FEET S.E. OF TRACK, 37 FEET
 CM0769'S.W. OF GATE TO PASTURE.  1 FOOT N.W. OF RIGHT OF WAY FENCE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CO0103 ***********************************************************************
 CO0103  DESIGNATION -  G 210
 CO0103  PID         -  CO0103
 CO0103  STATE/COUNTY-  AL/SUMTER
 CO0103  USGS QUAD   -  EMELLE (1987)
 CO0103
 CO0103                         *CURRENT SURVEY CONTROL
 CO0103  ___________________________________________________________________
 CO0103* NAD 83(1986)-  32 38 30.     (N)    088 17 32.     (W)     SCALED    
 CO0103* NAVD 88     -        55.788  (meters)     183.03   (feet)  ADJUSTED  
 CO0103  ___________________________________________________________________
 CO0103  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CO0103  DYNAMIC HT  -          55.724 (meters)     182.82  (feet)  COMP
 CO0103  MODELED GRAV-     979,487.1   (mgal)                       NAVD 88
 CO0103
 CO0103  VERT ORDER  -  SECOND    CLASS 0
 CO0103
 CO0103.The horizontal coordinates were scaled from a topographic map and have
 CO0103.an estimated accuracy of +/- 6 seconds.
 CO0103
 CO0103.The orthometric height was determined by differential leveling
 CO0103.and adjusted by the National Geodetic Survey in June 1991..
 CO0103
 CO0103.The geoid height was determined by GEOID03.
 CO0103
 CO0103.The dynamic height is computed by dividing the NAVD 88
 CO0103.geopotential number by the normal gravity value computed on the
 CO0103.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CO0103.degrees latitude (g = 980.6199 gals.).
 CO0103
 CO0103.The modeled gravity was interpolated from observed gravity values.
 CO0103
 CO0103;                    North         East    Units  Estimated Accuracy
 CO0103;SPC AL W     -   293,150.      525,670.      MT  (+/- 180 meters Scaled)
 CO0103
 CO0103                          SUPERSEDED SURVEY CONTROL
 CO0103
 CO0103  NGVD 29 (??/??/92)   55.760  (m)          182.94   (f) ADJ UNCH    2 0
 CO0103
 CO0103.Superseded values are not recommended for survey control.
 CO0103.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CO0103.See file dsdata.txt to determine how the superseded data were derived.
 CO0103
 CO0103_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB787123(NAD 83)
 CO0103_MARKER: DB = BENCH MARK DISK
 CO0103_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CO0103_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CO0103_STAMPING: G 210 1946
 CO0103_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CO0103+STABILITY: SURFACE MOTION
 CO0103
 CO0103  HISTORY     - Date     Condition        Report By
 CO0103  HISTORY     - 1946     MONUMENTED       CGS
 CO0103
 CO0103                          STATION DESCRIPTION
 CO0103
 CO0103'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 CO0103'2.4 MI SE FROM BOYD.
 CO0103'1.6 MILES NORTH ALONG STATE HIGHWAY 17 FROM THE GIN AT BOYD, THENCE
 CO0103'0.8 MILE EAST ALONG THE LIVINGSTON-BOYD ROAD, AT A PRIVATE ROAD
 CO0103'INTERSECTION, 173 FEET WEST OF THE WEST END OF THE NORTH HEADWALL OF A
 CO0103'DOUBLE-PIPE CULVERT, 52 FEET NORTHEAST OF THE CENTER OF THE
 CO0103'INTERSECTION, 42 FEET NORTH AND ABOUT LEVEL WITH THE CENTER LINE OF
 CO0103'THE ROAD, 26 FEET SOUTH OF THE SOUTHWEST CORNER OF A SMALL TENANT
 CO0103'HOUSE, 2 FEET SOUTH OF THE NORTH RIGHT-OF-WAY FENCE, 29 FEET EAST OF
 CO0103'THE CENTER OF A GATE IN THE NORTH RIGHT-OF-WAY FENCE, AND ABOUT 2 FEET
 CO0103'EAST OF A WHITE WOODEN WITNESS POST.  A STANDARD DISK, STAMPED G 210
 CO0103'1946 AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1315 ***********************************************************************
 DH1315  DESIGNATION -  G 211
 DH1315  PID         -  DH1315
 DH1315  STATE/COUNTY-  AL/JEFFERSON
 DH1315  USGS QUAD   -  BROOKSIDE (1986)
 DH1315
 DH1315                         *CURRENT SURVEY CONTROL
 DH1315  ___________________________________________________________________
 DH1315* NAD 83(1986)-  33 38 42.     (N)    086 56 01.     (W)     SCALED    
 DH1315* NAVD 88     -       108.711  (meters)     356.66   (feet)  ADJUSTED  
 DH1315  ___________________________________________________________________
 DH1315  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH1315  DYNAMIC HT  -         108.593 (meters)     356.28  (feet)  COMP
 DH1315  MODELED GRAV-     979,551.7   (mgal)                       NAVD 88
 DH1315
 DH1315  VERT ORDER  -  SECOND    CLASS 0
 DH1315
 DH1315.The horizontal coordinates were scaled from a topographic map and have
 DH1315.an estimated accuracy of +/- 6 seconds.
 DH1315
 DH1315.The orthometric height was determined by differential leveling
 DH1315.and adjusted by the National Geodetic Survey in June 1991..
 DH1315
 DH1315.The geoid height was determined by GEOID03.
 DH1315
 DH1315.The dynamic height is computed by dividing the NAVD 88
 DH1315.geopotential number by the normal gravity value computed on the
 DH1315.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1315.degrees latitude (g = 980.6199 gals.).
 DH1315
 DH1315.The modeled gravity was interpolated from observed gravity values.
 DH1315
 DH1315;                    North         East    Units  Estimated Accuracy
 DH1315;SPC AL W     -   404,290.      652,540.      MT  (+/- 180 meters Scaled)
 DH1315
 DH1315                          SUPERSEDED SURVEY CONTROL
 DH1315
 DH1315  NGVD 29 (??/??/92)  108.672  (m)          356.53   (f) ADJ UNCH    2 0
 DH1315
 DH1315.Superseded values are not recommended for survey control.
 DH1315.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1315.See file dsdata.txt to determine how the superseded data were derived.
 DH1315
 DH1315_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC061227(NAD 83)
 DH1315_MARKER: DB = BENCH MARK DISK
 DH1315_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1315_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1315_STAMPING: G 211 1946
 DH1315_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1315+STABILITY: SURFACE MOTION
 DH1315
 DH1315  HISTORY     - Date     Condition        Report By
 DH1315  HISTORY     - 1946     MONUMENTED       CGS
 DH1315
 DH1315                          STATION DESCRIPTION
 DH1315
 DH1315'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1315'IN CARDIFF.
 DH1315'AT CARDIFF, 46.5 FEET NORTH OF THE NORTHEAST CORNER OF TOMBRELLOS
 DH1315'STORE BUILDING, 23 FEET WEST OF AND ABOUT LEVEL WITH THE CENTER LINE
 DH1315'OF THE ROAD, 9 FEET WEST OF A GARDEN FENCE CORNER, 2 FEET SOUTH OF THE
 DH1315'GARDEN FENCE, ABOUT 110 YARDS SOUTHWEST OF THE POST OFFICE, 277 FEET
 DH1315'NORTH OF THE CENTER OF THE CROSSING OF THE SOUTHERN RAILROAD TRACK, 2
 DH1315'FEET WEST OF A WHITE WOODEN WITNESS POST AND SET IN THE TOP OF A
 DH1315'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1491 ***********************************************************************
 DH1491  DESIGNATION -  G 212
 DH1491  PID         -  DH1491
 DH1491  STATE/COUNTY-  AL/WALKER
 DH1491  USGS QUAD   -  CORDOVA (1983)
 DH1491
 DH1491                         *CURRENT SURVEY CONTROL
 DH1491  ___________________________________________________________________
 DH1491* NAD 83(1986)-  33 48 28.     (N)    087 08 35.     (W)     SCALED    
 DH1491* NAVD 88     -        97.575  (meters)     320.13   (feet)  ADJUSTED  
 DH1491  ___________________________________________________________________
 DH1491  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 DH1491  DYNAMIC HT  -          97.475 (meters)     319.80  (feet)  COMP
 DH1491  MODELED GRAV-     979,605.7   (mgal)                       NAVD 88
 DH1491
 DH1491  VERT ORDER  -  SECOND    CLASS 0
 DH1491
 DH1491.The horizontal coordinates were scaled from a topographic map and have
 DH1491.an estimated accuracy of +/- 6 seconds.
 DH1491
 DH1491.The orthometric height was determined by differential leveling
 DH1491.and adjusted by the National Geodetic Survey in June 1991..
 DH1491
 DH1491.The geoid height was determined by GEOID03.
 DH1491
 DH1491.The dynamic height is computed by dividing the NAVD 88
 DH1491.geopotential number by the normal gravity value computed on the
 DH1491.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1491.degrees latitude (g = 980.6199 gals.).
 DH1491
 DH1491.The modeled gravity was interpolated from observed gravity values.
 DH1491
 DH1491;                    North         East    Units  Estimated Accuracy
 DH1491;SPC AL W     -   422,260.      633,050.      MT  (+/- 180 meters Scaled)
 DH1491
 DH1491                          SUPERSEDED SURVEY CONTROL
 DH1491
 DH1491  NGVD 29 (??/??/92)   97.556  (m)          320.06   (f) ADJ UNCH    2 0
 DH1491
 DH1491.Superseded values are not recommended for survey control.
 DH1491.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1491.See file dsdata.txt to determine how the superseded data were derived.
 DH1491
 DH1491_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC867408(NAD 83)
 DH1491_MARKER: DB = BENCH MARK DISK
 DH1491_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1491_SP_SET: CULVERT
 DH1491_STAMPING: G 212 1946
 DH1491_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1491
 DH1491  HISTORY     - Date     Condition        Report By
 DH1491  HISTORY     - 1946     MONUMENTED       CGS
 DH1491
 DH1491                          STATION DESCRIPTION
 DH1491
 DH1491'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1491'4.1 MI SW FROM SIPSEY.
 DH1491'ABOUT 4.1 MILES SOUTHWEST ALONG THE SIPSEY-CORDOVA ROAD FROM THE POST
 DH1491'OFFICE AT SIPSEY, AT THE INTERSECTION OF U. S. HIGHWAY 78, ABOUT 5.55
 DH1491'MILES NORTHEAST OF CORDOVA, ABOUT 0.1 MILE WEST OF A HIGHWAY BRIDGE
 DH1491'OVER THE MULBERRY FORK OF THE WARRIOR RIVER, 31 FEET SOUTH OF THE
 DH1491'CENTER LINE OF THE HIGHWAY, 37 FEET EAST OF THE CENTER LINE OF THE
 DH1491'CORDOVA ROAD, SET IN THE TOP OF THE NORTHEAST END OF THE SOUTHEAST
 DH1491'HEAD WALL OF A 6-FOOT CONCRETE CULVERT RUNNING DIAGONALLY UNDER THE
 DH1491'INTERSECTION, ABOUT 1.5 FEET BELOW THE ROAD AND SET IN A DRILL HOLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1469 ***********************************************************************
 DH1469  DESIGNATION -  G 213
 DH1469  PID         -  DH1469
 DH1469  STATE/COUNTY-  AL/WALKER
 DH1469  USGS QUAD   -  COLD SPRINGS (1981)
 DH1469
 DH1469                         *CURRENT SURVEY CONTROL
 DH1469  ___________________________________________________________________
 DH1469* NAD 83(1986)-  33 52 47.     (N)    087 02 48.     (W)     SCALED    
 DH1469* NAVD 88     -       153.877  (meters)     504.84   (feet)  ADJUSTED  
 DH1469  ___________________________________________________________________
 DH1469  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 DH1469  DYNAMIC HT  -         153.718 (meters)     504.32  (feet)  COMP
 DH1469  MODELED GRAV-     979,601.2   (mgal)                       NAVD 88
 DH1469
 DH1469  VERT ORDER  -  SECOND    CLASS 0
 DH1469
 DH1469.The horizontal coordinates were scaled from a topographic map and have
 DH1469.an estimated accuracy of +/- 6 seconds.
 DH1469
 DH1469.The orthometric height was determined by differential leveling
 DH1469.and adjusted by the National Geodetic Survey in June 1991..
 DH1469
 DH1469.The geoid height was determined by GEOID03.
 DH1469
 DH1469.The dynamic height is computed by dividing the NAVD 88
 DH1469.geopotential number by the normal gravity value computed on the
 DH1469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1469.degrees latitude (g = 980.6199 gals.).
 DH1469
 DH1469.The modeled gravity was interpolated from observed gravity values.
 DH1469
 DH1469;                    North         East    Units  Estimated Accuracy
 DH1469;SPC AL W     -   430,270.      641,940.      MT  (+/- 180 meters Scaled)
 DH1469
 DH1469                          SUPERSEDED SURVEY CONTROL
 DH1469
 DH1469  NGVD 29 (??/??/92)  153.853  (m)          504.77   (f) ADJ UNCH    2 0
 DH1469
 DH1469.Superseded values are not recommended for survey control.
 DH1469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1469.See file dsdata.txt to determine how the superseded data were derived.
 DH1469
 DH1469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC956488(NAD 83)
 DH1469_MARKER: DB = BENCH MARK DISK
 DH1469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1469_STAMPING: G 213 1946
 DH1469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1469+STABILITY: SURFACE MOTION
 DH1469
 DH1469  HISTORY     - Date     Condition        Report By
 DH1469  HISTORY     - 1946     MONUMENTED       CGS
 DH1469
 DH1469                          STATION DESCRIPTION
 DH1469
 DH1469'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1469'6.0 MI NE FROM SIPSEY.
 DH1469'ABOUT 1.2 MILES EAST ALONG THE SIPSEY-SUMITON ROAD FROM THE POST
 DH1469'OFFICE AT SIPSEY, THENCE ABOUT 4.8 MILES NORTH ALONG A GRAVEL ROAD
 DH1469'LEADING TO MT. HOPE CHURCH, ABOUT 0.7 MILE SOUTH OF THE CULLMAN-WALKER
 DH1469'COUNTY LINE, ABOUT 0.3 MILE SOUTH OF THE MT. HOPE CHURCH, 62 FEET
 DH1469'SOUTHEAST OF THE CENTER OF A JUNCTION OF A ROAD LEADING WEST, 25 FEET
 DH1469'EAST OF AND ABOUT 2 FEET LOWER THAN THE CENTER LINE OF THE MAIN ROAD,
 DH1469'9.5 FEET EAST OF A WIRE FENCE AND A ROW OF HICKORY TREES, 155 FEET
 DH1469'NORTHEAST AND ACROSS THE ROAD FROM THE NORTHEAST CORNER OF A FARM
 DH1469'HOUSE, 15 FEET SOUTHEAST OF A HICKORY TREE IN A FENCE CORNER, 2 FEET
 DH1469'NORTH OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE
 DH1469'POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1412 ***********************************************************************
 DH1412  DESIGNATION -  G 214
 DH1412  PID         -  DH1412
 DH1412  STATE/COUNTY-  AL/BLOUNT
 DH1412  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1412
 DH1412                         *CURRENT SURVEY CONTROL
 DH1412  ___________________________________________________________________
 DH1412* NAD 83(1986)-  33 55 14.     (N)    086 48 46.     (W)     SCALED    
 DH1412* NAVD 88     -       128.346  (meters)     421.08   (feet)  ADJUSTED  
 DH1412  ___________________________________________________________________
 DH1412  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 DH1412  DYNAMIC HT  -         128.211 (meters)     420.64  (feet)  COMP
 DH1412  MODELED GRAV-     979,583.5   (mgal)                       NAVD 88
 DH1412
 DH1412  VERT ORDER  -  SECOND    CLASS 0
 DH1412
 DH1412.The horizontal coordinates were scaled from a topographic map and have
 DH1412.an estimated accuracy of +/- 6 seconds.
 DH1412
 DH1412.The orthometric height was determined by differential leveling
 DH1412.and adjusted by the National Geodetic Survey in June 1991..
 DH1412
 DH1412.The geoid height was determined by GEOID03.
 DH1412
 DH1412.The dynamic height is computed by dividing the NAVD 88
 DH1412.geopotential number by the normal gravity value computed on the
 DH1412.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1412.degrees latitude (g = 980.6199 gals.).
 DH1412
 DH1412.The modeled gravity was interpolated from observed gravity values.
 DH1412
 DH1412;                    North         East    Units  Estimated Accuracy
 DH1412;SPC AL W     -   434,920.      663,540.      MT  (+/- 180 meters Scaled)
 DH1412
 DH1412                          SUPERSEDED SURVEY CONTROL
 DH1412
 DH1412  NGVD 29 (??/??/92)  128.316  (m)          420.98   (f) ADJ UNCH    2 0
 DH1412
 DH1412.Superseded values are not recommended for survey control.
 DH1412.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1412.See file dsdata.txt to determine how the superseded data were derived.
 DH1412
 DH1412_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC173533(NAD 83)
 DH1412_MARKER: DB = BENCH MARK DISK
 DH1412_SETTING: 66 = SET IN ROCK OUTCROP
 DH1412_SP_SET: ROCK OUTCROP
 DH1412_STAMPING: G 214 1946
 DH1412_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1412+STABILITY: POSITION/ELEVATION WELL
 DH1412
 DH1412  HISTORY     - Date     Condition        Report By
 DH1412  HISTORY     - 1946     MONUMENTED       CGS
 DH1412  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1412
 DH1412                          STATION DESCRIPTION
 DH1412
 DH1412'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1412'1.25 MI S FROM BLOUNT SPRINGS.
 DH1412'ABOUT 1.25 MILES SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1412'BLOUNT SPRINGS, ABOUT 0.3 MILE SOUTHWEST OF A CONCRETE BRIDGE AND THE
 DH1412'WATERFALL INN, AT THE NORTH END OF A SMALL CUT, 32 FEET NORTHWEST OF
 DH1412'THE CENTER LINE OF THE HIGHWAY, 41 FEET SOUTH OF A TRIANGULAR BLAZED
 DH1412'32-INCH PINE TREE, 25 FEET SOUTHEAST OF A TRIANGULAR BLAZED 15-INCH
 DH1412'PINE TREE, 2.5 FEET ABOVE THE HIGHWAY AND SET HORIZONTALLY IN A ROCK
 DH1412'OUTCROP.
 DH1412
 DH1412                          STATION RECOVERY (1982)
 DH1412
 DH1412'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1412'NOT RECOVERED, PROBABLY DESTROYED BY HIGHWAY CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1385 ***********************************************************************
 DH1385  DESIGNATION -  G 215
 DH1385  PID         -  DH1385
 DH1385  STATE/COUNTY-  AL/BLOUNT
 DH1385  USGS QUAD   -  BLOUNT SPRINGS (1978)
 DH1385
 DH1385                         *CURRENT SURVEY CONTROL
 DH1385  ___________________________________________________________________
 DH1385* NAD 83(1986)-  33 55 21.     (N)    086 49 34.     (W)     SCALED    
 DH1385* NAVD 88     -       149.785  (meters)     491.42   (feet)  ADJUSTED  
 DH1385  ___________________________________________________________________
 DH1385  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 DH1385  DYNAMIC HT  -         149.628 (meters)     490.90  (feet)  COMP
 DH1385  MODELED GRAV-     979,586.9   (mgal)                       NAVD 88
 DH1385
 DH1385  VERT ORDER  -  SECOND    CLASS 0
 DH1385
 DH1385.The horizontal coordinates were scaled from a topographic map and have
 DH1385.an estimated accuracy of +/- 6 seconds.
 DH1385
 DH1385.The orthometric height was determined by differential leveling
 DH1385.and adjusted by the National Geodetic Survey in June 1991..
 DH1385
 DH1385.The geoid height was determined by GEOID03.
 DH1385
 DH1385.The dynamic height is computed by dividing the NAVD 88
 DH1385.geopotential number by the normal gravity value computed on the
 DH1385.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1385.degrees latitude (g = 980.6199 gals.).
 DH1385
 DH1385.The modeled gravity was interpolated from observed gravity values.
 DH1385
 DH1385;                    North         East    Units  Estimated Accuracy
 DH1385;SPC AL W     -   435,130.      662,310.      MT  (+/- 180 meters Scaled)
 DH1385
 DH1385                          SUPERSEDED SURVEY CONTROL
 DH1385
 DH1385  NGVD 29 (??/??/92)  149.757  (m)          491.33   (f) ADJ UNCH    2 0
 DH1385
 DH1385.Superseded values are not recommended for survey control.
 DH1385.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1385.See file dsdata.txt to determine how the superseded data were derived.
 DH1385
 DH1385_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC160535(NAD 83)
 DH1385_MARKER: DB = BENCH MARK DISK
 DH1385_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1385_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1385_STAMPING: G 215 1946
 DH1385_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1385+STABILITY: SURFACE MOTION
 DH1385
 DH1385  HISTORY     - Date     Condition        Report By
 DH1385  HISTORY     - 1946     MONUMENTED       CGS
 DH1385
 DH1385                          STATION DESCRIPTION
 DH1385
 DH1385'DESCRIBED BY COAST AND GEODETIC SURVEY 1946
 DH1385'2.35 MI W FROM BLOUNT SPRINGS.
 DH1385'ABOUT 0.8 MILE SOUTH ALONG U. S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH1385'BLOUNT SPRINGS, THENCE ABOUT 1.55 MILES NORTHWEST ALONG A ROAD LEADING
 DH1385'TO BURNT BRIDGE AND ARKADELPHIA, 103 FEET SOUTHWEST OF THE SOUTHWEST
 DH1385'CORNER OF THE EARL HOGLAND FARM HOUSE, 99 FEET SOUTHEAST OF THE
 DH1385'SOUTHEAST CORNER OF A BARN, 22 FEET NORTH OF THE CENTER LINE OF THE
 DH1385'ROAD, 97 FEET WEST OF THE CENTER OF A WELL, 2 FEET EAST OF A WHITE
 DH1385'WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 DH1385'CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1341 ***********************************************************************
 DH1341  DESIGNATION -  G 216
 DH1341  PID         -  DH1341
 DH1341  STATE/COUNTY-  AL/JEFFERSON
 DH1341  USGS QUAD   -  WARRIOR (1986)
 DH1341
 DH1341                         *CURRENT SURVEY CONTROL
 DH1341  ___________________________________________________________________
 DH1341* NAD 83(1986)-  33 45 45.     (N)    086 48 46.     (W)     SCALED    
 DH1341* NAVD 88     -       136.367  (meters)     447.40   (feet)  POSTED    
 DH1341  ___________________________________________________________________
 DH1341  GEOID HEIGHT-         -28.90  (meters)                     GEOID03
 DH1341  DYNAMIC HT  -         136.220 (meters)     446.92  (feet)  COMP
 DH1341  MODELED GRAV-     979,567.4   (mgal)                       NAVD 88
 DH1341
 DH1341  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH1341
 DH1341.The horizontal coordinates were scaled from a topographic map and have
 DH1341.an estimated accuracy of +/- 6 seconds.
 DH1341
 DH1341.The orthometric height was determined by differential leveling
 DH1341.and adjusted by the National Geodetic Survey in 1992..
 DH1341.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH1341.rate of 0.0 thru 1.0 mm/km.
 DH1341
 DH1341.The geoid height was determined by GEOID03.
 DH1341
 DH1341.The dynamic height is computed by dividing the NAVD 88
 DH1341.geopotential number by the normal gravity value computed on the
 DH1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1341.degrees latitude (g = 980.6199 gals.).
 DH1341
 DH1341.The modeled gravity was interpolated from observed gravity values.
 DH1341
 DH1341;                    North         East    Units  Estimated Accuracy
 DH1341;SPC AL W     -   417,390.      663,660.      MT  (+/- 180 meters Scaled)
 DH1341
 DH1341                          SUPERSEDED SURVEY CONTROL
 DH1341
 DH1341  NGVD 29 (??/??/92)  136.300  (m)          447.18   (f) ADJ UNCH    2 0
 DH1341
 DH1341.Superseded values are not recommended for survey control.
 DH1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1341.See file dsdata.txt to determine how the superseded data were derived.
 DH1341
 DH1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC173358(NAD 83)
 DH1341_MARKER: DB = BENCH MARK DISK
 DH1341_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1341_SP_SET: CULVERT
 DH1341_STAMPING: G 216 1947
 DH1341_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1341
 DH1341  HISTORY     - Date     Condition        Report By
 DH1341  HISTORY     - 1947     MONUMENTED       CGS
 DH1341  HISTORY     - 1982     MARK NOT FOUND   NGS
 DH1341
 DH1341                          STATION DESCRIPTION
 DH1341
 DH1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1341'1.0 MI NW FROM MORRIS.
 DH1341'ABOUT 1.0 MILE NORTHWEST ALONG U. S. HIGHWAY 31 FROM THE CROSSROADS AT
 DH1341'MORRIS, ABOUT 1.0 MILE NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 DH1341'RAILROAD FROM THE STATION AT MORRIS, ABOUT 0.8 MILE SOUTHEAST ALONG
 DH1341'HIGHWAY 31 FROM THE METHODIST CHURCH AT KIMBERLEY, 71 FEET SOUTHWEST
 DH1341'OF THE SOUTHWEST RAIL OF THE TRACK, 27 FEET NORTHEAST OF THE CENTER
 DH1341'LINE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHWEST END OF THE
 DH1341'NORTHEAST HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY AND
 DH1341'ABOUT 8 FEET BELOW THE TRACK.
 DH1341
 DH1341                          STATION RECOVERY (1982)
 DH1341
 DH1341'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 DH1341'NOT RECOVERED, CONSTRUCTION IN AREA, POSSIBLY DESTROYED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DJ0383 ***********************************************************************
 DJ0383  DESIGNATION -  G 217
 DJ0383  PID         -  DJ0383
 DJ0383  STATE/COUNTY-  AL/PICKENS
 DJ0383  USGS QUAD   -  CARROLLTON (1985)
 DJ0383
 DJ0383                         *CURRENT SURVEY CONTROL
 DJ0383  ___________________________________________________________________
 DJ0383* NAD 83(1992)-  33 16 23.53304(N)    088 05 41.08859(W)     ADJUSTED  
 DJ0383* NAVD 88     -        81.926  (meters)     268.79   (feet)  ADJUSTED  
 DJ0383  ___________________________________________________________________
 DJ0383  LAPLACE CORR-          -1.10  (seconds)                    DEFLEC99
 DJ0383  GEOID HEIGHT-         -28.67  (meters)                     GEOID03
 DJ0383  DYNAMIC HT  -          81.837 (meters)     268.49  (feet)  COMP
 DJ0383  MODELED GRAV-     979,544.8   (mgal)                       NAVD 88
 DJ0383
 DJ0383  HORZ ORDER  -  SECOND
 DJ0383  VERT ORDER  -  SECOND    CLASS 0
 DJ0383
 DJ0383.The horizontal coordinates were established by classical geodetic methods
 DJ0383.and adjusted by the National Geodetic Survey in December 1992..
 DJ0383
 DJ0383.The orthometric height was determined by differential leveling
 DJ0383.and adjusted by the National Geodetic Survey in June 1991..
 DJ0383
 DJ0383.The Laplace correction was computed from DEFLEC99 derived deflections.
 DJ0383
 DJ0383.The geoid height was determined by GEOID03.
 DJ0383
 DJ0383.The dynamic height is computed by dividing the NAVD 88
 DJ0383.geopotential number by the normal gravity value computed on the
 DJ0383.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DJ0383.degrees latitude (g = 980.6199 gals.).
 DJ0383
 DJ0383.The modeled gravity was interpolated from observed gravity values.
 DJ0383
 DJ0383;                    North         East     Units Scale Factor Converg.
 DJ0383;SPC AL W     -   363,068.384   544,594.222   MT  0.99997117   -0 19 34.7
 DJ0383;UTM  16      - 3,682,109.397   398,047.168   MT  0.99972815   -0 36 02.4
 DJ0383
 DJ0383!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ0383!SPC AL W     -   0.99999164  x   0.99997117  =   0.99996281
 DJ0383!UTM  16      -   0.99999164  x   0.99972815  =   0.99971979
 DJ0383
 DJ0383                          SUPERSEDED SURVEY CONTROL
 DJ0383
 DJ0383  NAD 83(1986)-  33 16 23.53953(N)    088 05 41.09077(W) AD(       ) 2
 DJ0383  NAD 27      -  33 16 23.10900(N)    088 05 41.00500(W) AD(       ) 2
 DJ0383  NGVD 29 (??/??/92)   81.876  (m)          268.62   (f) ADJ UNCH    2 0
 DJ0383
 DJ0383.Superseded values are not recommended for survey control.
 DJ0383.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ0383.See file dsdata.txt to determine how the superseded data were derived.
 DJ0383
 DJ0383_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCB9804782109(NAD 83)
 DJ0383_MARKER: DB = BENCH MARK DISK
 DJ0383_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DJ0383_STAMPING: G 217 1946
 DJ0383_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DJ0383
 DJ0383  HISTORY     - Date     Condition        Report By
 DJ0383  HISTORY     - 1955     MONUMENTED       CGS
 DJ0383  HISTORY     - 1968     GOOD             NGS
 DJ0383  HISTORY     - 1974     GOOD             USGS
 DJ0383
 DJ0383                          STATION DESCRIPTION
 DJ0383
 DJ0383'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 DJ0383'STATION IS LOCATED ABOUT 1 MILE NORTH OF CARROLLTON ON THE
 DJ0383'PROPERTY OF THE AMERICAN LEGION.  STATION WAS USED AS A
 DJ0383'REFERENCE MARK FOR STATION CARROLLTON.  IT IS 26 FEET WEST
 DJ0383'OF THE CENTER OF THE CIRCULAR DRIVE AND 7 FEET EAST OF THE NORTHEAST
 DJ0383'CORNER OF THE LEGION BUILDING.  THE MARK IS A 6 X 6 INCH CONCRETE
 DJ0383'POST PROJECTING ABOUT 4 INCHES WITH A STANDARD USC AND GS BENCH
 DJ0383'MARK DISK IN THE TOP STAMPED G 217 1946.  THE MARK WAS
 DJ0383'REINFORCED.
 DJ0383
 DJ0383                          STATION RECOVERY (1968)
 DJ0383
 DJ0383'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1968
 DJ0383'0.8 MI N FROM CARROLLTON.
 DJ0383'LOCATED 0.8 MILE NORTH ALONG STATE HIGHWAY 17 FROM THE COURTHOUSE IN
 DJ0383'CARROLLTON, 85.71 FEET WEST OF STATION CARROLLTON 1955, 7.5 FEET EAST
 DJ0383'OF THE NORTHEAST CORNER OF THE AMERICAN LEGION HALL, 12 FEET NORTH OF
 DJ0383'A 12-INCH CEDAR TREE, 1 FOOT SOUTH OF THE PROJECTED PLANE OF THE NORTH
 DJ0383'WALL OF THE HALL, 26 FEET NORTH OF THE CONCRETE PORCH OF THE HALL, 142
 DJ0383'FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 17, AND 1 FOOT FROM A
 DJ0383'METAL WITNESS POST.  IT IS A BENCH MARK DISK STAMPED G 217 1946
 DJ0383'PROJECTING 6 INCHES.
 DJ0383
 DJ0383                          STATION RECOVERY (1974)
 DJ0383
 DJ0383'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 DJ0383'IT IS LOCATED 0.8 MILE NORTH OF CARROLLTON, IN THE FRONT YARD OF THE
 DJ0383'AMERICAN LEGION HALL. 1 FOOT SOUTH OF THE PROJECTED PLANE OF THE
 DJ0383'NORTH WALL OF HALL, 7.5FEET EAST OF THE NORTHEAST CORNER OF HALL, 26
 DJ0383'FEET NORTH OF THE NORTHEAST CORNER OF CONCRETE PORCH OF HALL AND 1
 DJ0383'FOOT NORTH OF A METAL WITNESS POST AND SIGN. TO REACH THE MARK FROM
 DJ0383'THE EAST SIDE OF THE COURTHOUSE SQUARE IN CARROLLTON, GO EAST ON
 DJ0383'STATE HWY. 17 FOR 0.05 MILE, TURN LEFT AND GO NORTH ON STATE HWY. 17
 DJ0383'FOR 0.75 MILE TO AMERICAN LEGION HALL AND MARK ON LEFT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0989 ***********************************************************************
 DH0989  DESIGNATION -  G 218
 DH0989  PID         -  DH0989
 DH0989  STATE/COUNTY-  AL/SHELBY
 DH0989  USGS QUAD   -  CAHABA HEIGHTS (1988)
 DH0989
 DH0989                         *CURRENT SURVEY CONTROL
 DH0989  ___________________________________________________________________
 DH0989* NAD 83(1986)-  33 24 52.     (N)    086 39 55.     (W)     SCALED    
 DH0989* NAVD 88     -       187.080  (meters)     613.78   (feet)  ADJUSTED  
 DH0989  ___________________________________________________________________
 DH0989  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0989  DYNAMIC HT  -         186.873 (meters)     613.10  (feet)  COMP
 DH0989  MODELED GRAV-     979,530.6   (mgal)                       NAVD 88
 DH0989
 DH0989  VERT ORDER  -  SECOND    CLASS 0
 DH0989
 DH0989.The horizontal coordinates were scaled from a topographic map and have
 DH0989.an estimated accuracy of +/- 6 seconds.
 DH0989
 DH0989.The orthometric height was determined by differential leveling
 DH0989.and adjusted by the National Geodetic Survey in June 1991..
 DH0989
 DH0989.The geoid height was determined by GEOID03.
 DH0989
 DH0989.The dynamic height is computed by dividing the NAVD 88
 DH0989.geopotential number by the normal gravity value computed on the
 DH0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0989.degrees latitude (g = 980.6199 gals.).
 DH0989
 DH0989.The modeled gravity was interpolated from observed gravity values.
 DH0989
 DH0989;                    North         East    Units  Estimated Accuracy
 DH0989;SPC AL W     -   378,890.      677,640.      MT  (+/- 180 meters Scaled)
 DH0989
 DH0989                          SUPERSEDED SURVEY CONTROL
 DH0989
 DH0989  NGVD 29 (??/??/92)  187.00   (m)          613.5    (f) COMPUTED    2 0
 DH0989
 DH0989.Superseded values are not recommended for survey control.
 DH0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0989.See file dsdata.txt to determine how the superseded data were derived.
 DH0989
 DH0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB311972(NAD 83)
 DH0989_MARKER: DB = BENCH MARK DISK
 DH0989_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0989_SP_SET: CULVERT
 DH0989_STAMPING: G 218 1947
 DH0989_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0989
 DH0989  HISTORY     - Date     Condition        Report By
 DH0989  HISTORY     - 1947     MONUMENTED       CGS
 DH0989  HISTORY     - 1965     GOOD             ALHD
 DH0989
 DH0989                          STATION DESCRIPTION
 DH0989
 DH0989'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0989'12.95 MI SE FROM BIRMINGHAM.
 DH0989'ABOUT 1.15 MILES SOUTHEAST ALONG 20TH STREET FROM THE LOUISVILLE AND
 DH0989'NASHVILLE RAILROAD STATION AT BIRMINGHAM, THENCE ABOUT 11.8 MILES
 DH0989'SOUTHEAST ALONG STATE HIGHWAY 91, ABOUT 0.5 MILE SOUTHEAST OF
 DH0989'CROSSROADS GROCERY, ABOUT 0.3 MILE NORTH OF BEACON INN, AT A CURVE
 DH0989'WITH TANGENTS EXTENDING NORTHWEST AND SOUTH, SET IN THE TOP OF THE
 DH0989'SOUTH END OF THE WEST HEAD WALL OF A 30 FOOT DOUBLE CONCRETE CULVERT,
 DH0989'17.5 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT
 DH0989'BELOW THE HIGHWAY LEVEL.
 DH0989
 DH0989                          STATION RECOVERY (1965)
 DH0989
 DH0989'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1965
 DH0989'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0948 ***********************************************************************
 DH0948  DESIGNATION -  G 219
 DH0948  PID         -  DH0948
 DH0948  STATE/COUNTY-  AL/JEFFERSON
 DH0948  USGS QUAD   -  BIRMINGHAM SOUTH (1988)
 DH0948
 DH0948                         *CURRENT SURVEY CONTROL
 DH0948  ___________________________________________________________________
 DH0948* NAD 83(1986)-  33 24 46.     (N)    086 51 57.     (W)     SCALED    
 DH0948* NAVD 88     -       180.307  (meters)     591.56   (feet)  ADJUSTED  
 DH0948  ___________________________________________________________________
 DH0948  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 DH0948  DYNAMIC HT  -         180.107 (meters)     590.90  (feet)  COMP
 DH0948  MODELED GRAV-     979,524.4   (mgal)                       NAVD 88
 DH0948
 DH0948  VERT ORDER  -  SECOND    CLASS 0
 DH0948
 DH0948.The horizontal coordinates were scaled from a topographic map and have
 DH0948.an estimated accuracy of +/- 6 seconds.
 DH0948
 DH0948.The orthometric height was determined by differential leveling
 DH0948.and adjusted by the National Geodetic Survey in June 1991..
 DH0948
 DH0948.The geoid height was determined by GEOID03.
 DH0948
 DH0948.The dynamic height is computed by dividing the NAVD 88
 DH0948.geopotential number by the normal gravity value computed on the
 DH0948.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0948.degrees latitude (g = 980.6199 gals.).
 DH0948
 DH0948.The modeled gravity was interpolated from observed gravity values.
 DH0948
 DH0948;                    North         East    Units  Estimated Accuracy
 DH0948;SPC AL W     -   378,570.      658,980.      MT  (+/- 180 meters Scaled)
 DH0948
 DH0948                          SUPERSEDED SURVEY CONTROL
 DH0948
 DH0948  NGVD 29 (??/??/92)  180.26   (m)          591.4    (f) COMPUTED    2 0
 DH0948
 DH0948.Superseded values are not recommended for survey control.
 DH0948.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0948.See file dsdata.txt to determine how the superseded data were derived.
 DH0948
 DH0948_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB124970(NAD 83)
 DH0948_MARKER: DB = BENCH MARK DISK
 DH0948_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0948_SP_SET: CONCRETE BANISTER
 DH0948_STAMPING: G 219 1947
 DH0948_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0948
 DH0948  HISTORY     - Date     Condition        Report By
 DH0948  HISTORY     - 1947     MONUMENTED       CGS
 DH0948  HISTORY     - 1979     GOOD             LOCENG
 DH0948
 DH0948                          STATION DESCRIPTION
 DH0948
 DH0948'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0948'1.0 MI NE FROM SHANNON.
 DH0948'ABOUT 1.0 MILE NORTHEAST ALONG A GRAVEL ROAD LEADING TO OXMOOR FROM
 DH0948'THE SCHOOL AT SHANNON, ABOUT 0.3 MILE NORTHEAST OF A RAILROAD
 DH0948'CROSSING, SET IN THE TOP OF THE NORTHEAST END OF THE NORTHWEST
 DH0948'CONCRETE BANISTER OF A 10 FOOT CONCRETE BRIDGE, 11 FEET NORTHWEST OF
 DH0948'AND ABOUT 2.5 FEET ABOVE THE CENTER LINE OF THE ROAD.
 DH0948
 DH0948                          STATION RECOVERY (1979)
 DH0948
 DH0948'RECOVERY NOTE BY LOCAL ENGINEER (INDIVIDUAL OR FIRM) 1979
 DH0948'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0615 ***********************************************************************
 DH0615  DESIGNATION -  G 22
 DH0615  PID         -  DH0615
 DH0615  STATE/COUNTY-  AL/TALLADEGA
 DH0615  USGS QUAD   -  PORTER GAP (1987)
 DH0615
 DH0615                         *CURRENT SURVEY CONTROL
 DH0615  ___________________________________________________________________
 DH0615* NAD 83(1986)-  33 21 32.     (N)    086 00 29.     (W)     SCALED    
 DH0615* NAVD 88     -       238.148  (meters)     781.32   (feet)  ADJUSTED  
 DH0615  ___________________________________________________________________
 DH0615  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 DH0615  DYNAMIC HT  -         237.884 (meters)     780.46  (feet)  COMP
 DH0615  MODELED GRAV-     979,520.6   (mgal)                       NAVD 88
 DH0615
 DH0615  VERT ORDER  -  SECOND    CLASS 0
 DH0615
 DH0615.The horizontal coordinates were scaled from a topographic map and have
 DH0615.an estimated accuracy of +/- 6 seconds.
 DH0615
 DH0615.The orthometric height was determined by differential leveling
 DH0615.and adjusted by the National Geodetic Survey in June 1991..
 DH0615
 DH0615.The geoid height was determined by GEOID03.
 DH0615
 DH0615.The dynamic height is computed by dividing the NAVD 88
 DH0615.geopotential number by the normal gravity value computed on the
 DH0615.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0615.degrees latitude (g = 980.6199 gals.).
 DH0615
 DH0615.The modeled gravity was interpolated from observed gravity values.
 DH0615
 DH0615;                    North         East    Units  Estimated Accuracy
 DH0615;SPC AL E     -   317,010.      183,740.      MT  (+/- 180 meters Scaled)
 DH0615
 DH0615                          SUPERSEDED SURVEY CONTROL
 DH0615
 DH0615  NGVD 29 (??/??/92)  238.068  (m)          781.06   (f) ADJ UNCH    2 0
 DH0615
 DH0615.Superseded values are not recommended for survey control.
 DH0615.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0615.See file dsdata.txt to determine how the superseded data were derived.
 DH0615
 DH0615_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB922915(NAD 83)
 DH0615_MARKER: DB = BENCH MARK DISK
 DH0615_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0615_SP_SET: TUNNEL
 DH0615_STAMPING: G-22 1934
 DH0615_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0615
 DH0615  HISTORY     - Date     Condition        Report By
 DH0615  HISTORY     - 1934     MONUMENTED       CGS
 DH0615  HISTORY     - 1941     GOOD             NGS
 DH0615
 DH0615                          STATION DESCRIPTION
 DH0615
 DH0615'DESCRIBED BY NATIONAL GEODETIC SURVEY 1941
 DH0615'7.1 MI NW FROM CLAIRMONT SPRINGS.
 DH0615'7.1 MILES NORTH-WEST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 DH0615'FROM THE STATION AT CLAIRMONT SPRINGS, 21 RAILS SOUTH-EAST OF
 DH0615'MILE-POST NO. 369, AT THE EAST END OF A CONCRETE TUNNEL, 0.6 FEET
 DH0615'SOUTH OF THE NORTH FACE OF THE WALL, 3 FEET ABOVE THE GROUND.  A
 DH0615'STANDARD DISK SET VERTICALLY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1275 ***********************************************************************
 DH1275  DESIGNATION -  G 220
 DH1275  PID         -  DH1275
 DH1275  STATE/COUNTY-  AL/BLOUNT
 DH1275  USGS QUAD   -  CLEVELAND (1978)
 DH1275
 DH1275                         *CURRENT SURVEY CONTROL
 DH1275  ___________________________________________________________________
 DH1275* NAD 83(1986)-  33 59 00.     (N)    086 36 21.     (W)     SCALED    
 DH1275* NAVD 88     -       164.851  (meters)     540.85   (feet)  ADJUSTED  
 DH1275  ___________________________________________________________________
 DH1275  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH1275  DYNAMIC HT  -         164.676 (meters)     540.27  (feet)  COMP
 DH1275  MODELED GRAV-     979,568.2   (mgal)                       NAVD 88
 DH1275
 DH1275  VERT ORDER  -  SECOND    CLASS 0
 DH1275
 DH1275.The horizontal coordinates were scaled from a topographic map and have
 DH1275.an estimated accuracy of +/- 6 seconds.
 DH1275
 DH1275.The orthometric height was determined by differential leveling
 DH1275.and adjusted by the National Geodetic Survey in June 1991..
 DH1275
 DH1275.The geoid height was determined by GEOID03.
 DH1275
 DH1275.The dynamic height is computed by dividing the NAVD 88
 DH1275.geopotential number by the normal gravity value computed on the
 DH1275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1275.degrees latitude (g = 980.6199 gals.).
 DH1275
 DH1275.The modeled gravity was interpolated from observed gravity values.
 DH1275
 DH1275;                    North         East    Units  Estimated Accuracy
 DH1275;SPC AL W     -   442,030.      682,620.      MT  (+/- 180 meters Scaled)
 DH1275
 DH1275                          SUPERSEDED SURVEY CONTROL
 DH1275
 DH1275  NGVD 29 (??/??/92)  164.813  (m)          540.72   (f) ADJ UNCH    2 0
 DH1275
 DH1275.Superseded values are not recommended for survey control.
 DH1275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1275.See file dsdata.txt to determine how the superseded data were derived.
 DH1275
 DH1275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC364603(NAD 83)
 DH1275_MARKER: DB = BENCH MARK DISK
 DH1275_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1275_SP_SET: CULVERT
 DH1275_STAMPING: G 220 1947
 DH1275_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1275
 DH1275  HISTORY     - Date     Condition        Report By
 DH1275  HISTORY     - 1947     MONUMENTED       CGS
 DH1275
 DH1275                          STATION DESCRIPTION
 DH1275
 DH1275'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1275'1.9 MI SW FROM CLEVELAND.
 DH1275'ABOUT 1.9 MILES SOUTHWEST ALONG A GRAVEL ROAD LEADING TO NECTAR FROM
 DH1275'THE POST OFFICE AT CLEVELAND, ABOUT 0.65 MILE NORTHEAST ALONG THE
 DH1275'GRAVEL ROAD FROM A COVERED BRIDGE OVER LOCUST FORK, 51 FEET NORTHWEST
 DH1275'OF THE CENTER LINE OF THE GRAVEL ROAD, IN THE TOP OF THE CENTER OF THE
 DH1275'SOUTHEAST HEAD WALL OF A 3-FOOT CONCRETE CULVERT UNDER THE PROPOSED
 DH1275'HIGHWAY.  NOTE-- THIS MARK WILL BE 19 FEET SOUTHEAST OF THE CENTER
 DH1275'LINE OF THE PAVED ROAD NOW UNDER CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0521 ***********************************************************************
 EF0521  DESIGNATION -  G 221
 EF0521  PID         -  EF0521
 EF0521  STATE/COUNTY-  AL/CULLMAN
 EF0521  USGS QUAD   -  SIMCOE (1982)
 EF0521
 EF0521                         *CURRENT SURVEY CONTROL
 EF0521  ___________________________________________________________________
 EF0521* NAD 83(1986)-  34 10 28.     (N)    086 37 46.     (W)     SCALED    
 EF0521* NAVD 88     -       242.401  (meters)     795.28   (feet)  ADJUSTED  
 EF0521  ___________________________________________________________________
 EF0521  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 EF0521  DYNAMIC HT  -         242.148 (meters)     794.45  (feet)  COMP
 EF0521  MODELED GRAV-     979,586.3   (mgal)                       NAVD 88
 EF0521
 EF0521  VERT ORDER  -  SECOND    CLASS 0
 EF0521
 EF0521.The horizontal coordinates were scaled from a topographic map and have
 EF0521.an estimated accuracy of +/- 6 seconds.
 EF0521
 EF0521.The orthometric height was determined by differential leveling
 EF0521.and adjusted by the National Geodetic Survey in June 1991..
 EF0521
 EF0521.The geoid height was determined by GEOID03.
 EF0521
 EF0521.The dynamic height is computed by dividing the NAVD 88
 EF0521.geopotential number by the normal gravity value computed on the
 EF0521.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0521.degrees latitude (g = 980.6199 gals.).
 EF0521
 EF0521.The modeled gravity was interpolated from observed gravity values.
 EF0521
 EF0521;                    North         East    Units  Estimated Accuracy
 EF0521;SPC AL W     -   463,210.      680,260.      MT  (+/- 180 meters Scaled)
 EF0521
 EF0521                          SUPERSEDED SURVEY CONTROL
 EF0521
 EF0521  NGVD 29 (??/??/92)  242.360  (m)          795.14   (f) ADJ UNCH    2 0
 EF0521
 EF0521.Superseded values are not recommended for survey control.
 EF0521.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0521.See file dsdata.txt to determine how the superseded data were derived.
 EF0521
 EF0521_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC341815(NAD 83)
 EF0521_MARKER: DB = BENCH MARK DISK
 EF0521_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0521_SP_SET: BRIDGE
 EF0521_STAMPING: G 221 1947
 EF0521_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0521
 EF0521  HISTORY     - Date     Condition        Report By
 EF0521  HISTORY     - 1947     MONUMENTED       CGS
 EF0521
 EF0521                          STATION DESCRIPTION
 EF0521
 EF0521'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0521'0.75 MI W FROM HOLLY POND.
 EF0521'ABOUT 0.7 MILE WEST ALONG A BLACK TOP ROAD FROM THE CROSSROADS AT
 EF0521'HOLLY POND, ABOUT 150 FEET WEST OF THE JUNCTION OF A DIM ROAD LEADING
 EF0521'NORTH, SET IN THE TOP OF THE NORTH HEAD WALL OF A 20 FOOT CONCRETE AND
 EF0521'STONE BRIDGE OVER A CREEK, 1.2 FEET EAST OF THE WEST END OF THE HEAD
 EF0521'WALL, 29 FEET NORTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 8 FEET
 EF0521'BELOW THE BRIDGE LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0476 ***********************************************************************
 EF0476  DESIGNATION -  G 222
 EF0476  PID         -  EF0476
 EF0476  STATE/COUNTY-  AL/CULLMAN
 EF0476  USGS QUAD   -  HULACO (1976)
 EF0476
 EF0476                         *CURRENT SURVEY CONTROL
 EF0476  ___________________________________________________________________
 EF0476* NAD 83(1986)-  34 15 41.     (N)    086 36 47.     (W)     SCALED    
 EF0476* NAVD 88     -       296.469  (meters)     972.67   (feet)  ADJUSTED  
 EF0476  ___________________________________________________________________
 EF0476  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 EF0476  DYNAMIC HT  -         296.159 (meters)     971.65  (feet)  COMP
 EF0476  MODELED GRAV-     979,583.6   (mgal)                       NAVD 88
 EF0476
 EF0476  VERT ORDER  -  SECOND    CLASS 0
 EF0476
 EF0476.The horizontal coordinates were scaled from a topographic map and have
 EF0476.an estimated accuracy of +/- 6 seconds.
 EF0476
 EF0476.The orthometric height was determined by differential leveling
 EF0476.and adjusted by the National Geodetic Survey in June 1991..
 EF0476
 EF0476.The geoid height was determined by GEOID03.
 EF0476
 EF0476.The dynamic height is computed by dividing the NAVD 88
 EF0476.geopotential number by the normal gravity value computed on the
 EF0476.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0476.degrees latitude (g = 980.6199 gals.).
 EF0476
 EF0476.The modeled gravity was interpolated from observed gravity values.
 EF0476
 EF0476;                    North         East    Units  Estimated Accuracy
 EF0476;SPC AL W     -   472,870.      681,680.      MT  (+/- 180 meters Scaled)
 EF0476
 EF0476                          SUPERSEDED SURVEY CONTROL
 EF0476
 EF0476  NGVD 29 (??/??/92)  296.426  (m)          972.52   (f) ADJ UNCH    2 0
 EF0476
 EF0476.Superseded values are not recommended for survey control.
 EF0476.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0476.See file dsdata.txt to determine how the superseded data were derived.
 EF0476
 EF0476_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC356912(NAD 83)
 EF0476_MARKER: DB = BENCH MARK DISK
 EF0476_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0476_SP_SET: CULVERT
 EF0476_STAMPING: G 222 1947
 EF0476_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0476
 EF0476  HISTORY     - Date     Condition        Report By
 EF0476  HISTORY     - 1947     MONUMENTED       CGS
 EF0476  HISTORY     - 1980     GOOD             LOCSUR
 EF0476
 EF0476                          STATION DESCRIPTION
 EF0476
 EF0476'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0476'IN BAILEYTON.
 EF0476'AT BAILEYTON, CULLMAN COUNTY, ON STATE HIGHWAY 112, AT THE PUBLIC
 EF0476'SCHOOL, 147 FEET NORTHWEST OF THE NORTH CORNER OF THE SCHOOL BUILDING,
 EF0476'95 FEET SOUTHEAST OF THE CENTERLINE OF THE HIGHWAY, 13 FEET NORTHEAST
 EF0476'OF THE CENTERLINE OF A DRIVE TO THE SCHOOL, AT A 5-FOOT CONCRETE
 EF0476'CULVERT UNDER THE DRIVE, IN THE TOP OF THE NORTHWEST END OF THE
 EF0476'NORTHEAST HEADWALL, AND ABOUT 4 FEET BELOW THE HIGHWAY.  A STANDARD
 EF0476'DISK, STAMPED G 222 1947.
 EF0476
 EF0476                          STATION RECOVERY (1980)
 EF0476
 EF0476'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 EF0476'SCHOOL IN DESCRIPTION IS NO LONGER THERE. DRIVE MENTIONED NOW LEADS
 EF0476'TO BRICK HOUSE. POST OFFICE IS DIRECTLY ACROSS HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0260 ***********************************************************************
 EF0260  DESIGNATION -  G 223
 EF0260  PID         -  EF0260
 EF0260  STATE/COUNTY-  AL/CULLMAN
 EF0260  USGS QUAD   -  ARAB (1973)
 EF0260
 EF0260                         *CURRENT SURVEY CONTROL
 EF0260  ___________________________________________________________________
 EF0260* NAD 83(1986)-  34 15 57.     (N)    086 29 45.     (W)     SCALED    
 EF0260* NAVD 88     -       298.887  (meters)     980.60   (feet)  ADJUSTED  
 EF0260  ___________________________________________________________________
 EF0260  GEOID HEIGHT-         -28.81  (meters)                     GEOID03
 EF0260  DYNAMIC HT  -         298.573 (meters)     979.57  (feet)  COMP
 EF0260  MODELED GRAV-     979,579.5   (mgal)                       NAVD 88
 EF0260
 EF0260  VERT ORDER  -  SECOND    CLASS 0
 EF0260
 EF0260.The horizontal coordinates were scaled from a topographic map and have
 EF0260.an estimated accuracy of +/- 6 seconds.
 EF0260
 EF0260.The orthometric height was determined by differential leveling
 EF0260.and adjusted by the National Geodetic Survey in June 1991..
 EF0260
 EF0260.The geoid height was determined by GEOID03.
 EF0260
 EF0260.The dynamic height is computed by dividing the NAVD 88
 EF0260.geopotential number by the normal gravity value computed on the
 EF0260.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0260.degrees latitude (g = 980.6199 gals.).
 EF0260
 EF0260.The modeled gravity was interpolated from observed gravity values.
 EF0260
 EF0260;                    North         East    Units  Estimated Accuracy
 EF0260;SPC AL W     -   473,460.      692,480.      MT  (+/- 180 meters Scaled)
 EF0260
 EF0260                          SUPERSEDED SURVEY CONTROL
 EF0260
 EF0260  NGVD 29 (??/??/92)  298.850  (m)          980.48   (f) ADJ UNCH    2 0
 EF0260
 EF0260.Superseded values are not recommended for survey control.
 EF0260.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0260.See file dsdata.txt to determine how the superseded data were derived.
 EF0260
 EF0260_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC464917(NAD 83)
 EF0260_MARKER: DB = BENCH MARK DISK
 EF0260_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0260_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0260_STAMPING: G 223 1947
 EF0260_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0260+STABILITY: SURFACE MOTION
 EF0260
 EF0260  HISTORY     - Date     Condition        Report By
 EF0260  HISTORY     - 1947     MONUMENTED       CGS
 EF0260  HISTORY     - 1949     MARK NOT FOUND   NGS
 EF0260
 EF0260                          STATION DESCRIPTION
 EF0260
 EF0260'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0260'3.65 MI S FROM ARAB.
 EF0260'ABOUT 3.65 MILES SOUTH ALONG STATE HIGHWAY 38 FROM THE POST OFFICE AT
 EF0260'ARAB, ABOUT 1.0 MILE NORTH OF THE CULLMAN-BLOUNT COUNTY LINE, ABOUT
 EF0260'0.1 MILE NORTH OF THE TOP OF A GRADE, 73.5 FEET SOUTHEAST OF THE
 EF0260'SOUTHEAST CORNER OF THE BRICK PORCH OF A FARM HOUSE, 78 FEET SOUTH OF
 EF0260'THE CENTER LINE OF THE DRIVE TO THE HOUSE, 32 FEET WEST OF THE CENTER
 EF0260'LINE OF THE HIGHWAY, 3.4 FEET NORTH OF A POWER POLE, 2 FEET SOUTH OF A
 EF0260'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE HIGHWAY AND SET IN
 EF0260'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- THE
 EF0260'MEASUREMENTS FALL WITHIN THE NEW HIGHWAY CONSTRUCTION AREA AND THE
 EF0260'MARK IS PROBABLY GONE.
 EF0260
 EF0260                          STATION RECOVERY (1949)
 EF0260
 EF0260'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1949
 EF0260'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0272 ***********************************************************************
 EF0272  DESIGNATION -  G 224
 EF0272  PID         -  EF0272
 EF0272  STATE/COUNTY-  AL/MARSHALL
 EF0272  USGS QUAD   -  BOAZ (1983)
 EF0272
 EF0272                         *CURRENT SURVEY CONTROL
 EF0272  ___________________________________________________________________
 EF0272* NAD 83(1986)-  34 14 37.     (N)    086 14 20.     (W)     SCALED    
 EF0272* NAVD 88     -       307.098  (meters)    1007.54   (feet)  ADJUSTED  
 EF0272  ___________________________________________________________________
 EF0272  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 EF0272  DYNAMIC HT  -         306.767 (meters)    1006.45  (feet)  COMP
 EF0272  MODELED GRAV-     979,552.4   (mgal)                       NAVD 88
 EF0272
 EF0272  VERT ORDER  -  SECOND    CLASS 0
 EF0272
 EF0272.The horizontal coordinates were scaled from a topographic map and have
 EF0272.an estimated accuracy of +/- 6 seconds.
 EF0272
 EF0272.The orthometric height was determined by differential leveling
 EF0272.and adjusted by the National Geodetic Survey in June 1991..
 EF0272
 EF0272.The geoid height was determined by GEOID03.
 EF0272
 EF0272.The dynamic height is computed by dividing the NAVD 88
 EF0272.geopotential number by the normal gravity value computed on the
 EF0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0272.degrees latitude (g = 980.6199 gals.).
 EF0272
 EF0272.The modeled gravity was interpolated from observed gravity values.
 EF0272
 EF0272;                    North         East    Units  Estimated Accuracy
 EF0272;SPC AL E     -   415,200.      162,640.      MT  (+/- 180 meters Scaled)
 EF0272
 EF0272                          SUPERSEDED SURVEY CONTROL
 EF0272
 EF0272  NGVD 29 (??/??/92)  307.052  (m)         1007.39   (f) ADJ UNCH    2 0
 EF0272
 EF0272.Superseded values are not recommended for survey control.
 EF0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0272.See file dsdata.txt to determine how the superseded data were derived.
 EF0272
 EF0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC700894(NAD 83)
 EF0272_MARKER: DB = BENCH MARK DISK
 EF0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EF0272_SP_SET: CULVERT
 EF0272_STAMPING: G 224 1947
 EF0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0272_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EF0272+SATELLITE: SATELLITE OBSERVATIONS - May 25, 2005
 EF0272
 EF0272  HISTORY     - Date     Condition        Report By
 EF0272  HISTORY     - 1947     MONUMENTED       CGS
 EF0272  HISTORY     - 1949     GOOD             TVA
 EF0272  HISTORY     - 20050525 GOOD             ALHD
 EF0272
 EF0272                          STATION DESCRIPTION
 EF0272
 EF0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0272'2.5 MI SW FROM ALBERTVILLE.
 EF0272'ABOUT 2.5 MILES SOUTHWEST ALONG STATE HIGHWAY 32 FROM THE POST OFFICE
 EF0272'AT ALBERTVILLE, 0.4 MILE NORTHEAST OF A CROSS ROAD AND THE WHITE OAK
 EF0272'CHURCH AND CEMETERY, SET IN THE TOP OF THE NORTHEAST END OF THE
 EF0272'NORTHWEST HEAD WALL OF A 4-FOOT CONCRETE CULVERT, 30 FEET NORTHWEST OF
 EF0272'AND ABOUT 1 FOOT BELOW THE CENTER LINE OF THE HIGHWAY.  NOTE-- IT IS
 EF0272'ABOUT 200 FEET NORTHEAST OF A TWO-STORY FRAME HOUSE.  A POST WITH A
 EF0272'MARKER WAS SET 1 FOOT NORTH OF THE STATION.
 EF0272
 EF0272                          STATION RECOVERY (1949)
 EF0272
 EF0272'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 1949
 EF0272'RECOVERED IN GOOD CONDITION.
 EF0272
 EF0272                          STATION RECOVERY (2005)
 EF0272
 EF0272'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EF0272'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0356 ***********************************************************************
 EF0356  DESIGNATION -  G 225
 EF0356  PID         -  EF0356
 EF0356  STATE/COUNTY-  AL/ETOWAH
 EF0356  USGS QUAD   -  ALTOONA (1975)
 EF0356
 EF0356                         *CURRENT SURVEY CONTROL
 EF0356  ___________________________________________________________________
 EF0356* NAD 83(1986)-  34 05 03.     (N)    086 17 23.     (W)     SCALED    
 EF0356* NAVD 88     -       249.782  (meters)     819.49   (feet)  ADJUSTED  
 EF0356  ___________________________________________________________________
 EF0356  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 EF0356  DYNAMIC HT  -         249.510 (meters)     818.60  (feet)  COMP
 EF0356  MODELED GRAV-     979,544.5   (mgal)                       NAVD 88
 EF0356
 EF0356  VERT ORDER  -  SECOND    CLASS 0
 EF0356
 EF0356.The horizontal coordinates were scaled from a topographic map and have
 EF0356.an estimated accuracy of +/- 6 seconds.
 EF0356
 EF0356.The orthometric height was determined by differential leveling
 EF0356.and adjusted by the National Geodetic Survey in June 1991..
 EF0356
 EF0356.The geoid height was determined by GEOID03.
 EF0356
 EF0356.The dynamic height is computed by dividing the NAVD 88
 EF0356.geopotential number by the normal gravity value computed on the
 EF0356.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0356.degrees latitude (g = 980.6199 gals.).
 EF0356
 EF0356.The modeled gravity was interpolated from observed gravity values.
 EF0356
 EF0356;                    North         East    Units  Estimated Accuracy
 EF0356;SPC AL E     -   397,530.      157,880.      MT  (+/- 180 meters Scaled)
 EF0356
 EF0356                          SUPERSEDED SURVEY CONTROL
 EF0356
 EF0356  NGVD 29 (??/??/92)  249.735  (m)          819.34   (f) ADJ UNCH    2 0
 EF0356
 EF0356.Superseded values are not recommended for survey control.
 EF0356.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0356.See file dsdata.txt to determine how the superseded data were derived.
 EF0356
 EF0356_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC655717(NAD 83)
 EF0356_MARKER: DB = BENCH MARK DISK
 EF0356_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EF0356_SP_SET: BRIDGE ABUTMENT
 EF0356_STAMPING: G 225 1947
 EF0356_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EF0356
 EF0356  HISTORY     - Date     Condition        Report By
 EF0356  HISTORY     - 1947     MONUMENTED       CGS
 EF0356
 EF0356                          STATION DESCRIPTION
 EF0356
 EF0356'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0356'1.65 MI NE FROM WALNUT GROVE.
 EF0356'ABOUT 1.65 MILES NORTHEAST ALONG A GRAVEL ROAD LEADING TO AURORA FROM
 EF0356'THE METHODIST CHURCH AT WALNUT GROVE, ABOUT 40 YARDS SOUTHWEST OF THE
 EF0356'CENTER OF THE JUNCTION OF A ROAD LEADING NORTH TO BOAZ VIA COVE
 EF0356'METHODIST CHURCH, IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST
 EF0356'ABUTMENT OF A 120-FOOT CONCRETE AND STEEL BRIDGE OVER LOCUST FORK OF
 EF0356'WARRIOR RIVER, 12 FEET SOUTHEAST OF AND ABOUT LEVEL WITH THE CENTER
 EF0356'LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1232 ***********************************************************************
 DH1232  DESIGNATION -  G 226
 DH1232  PID         -  DH1232
 DH1232  STATE/COUNTY-  AL/ST CLAIR
 DH1232  USGS QUAD   -  REMLAP (1986)
 DH1232
 DH1232                         *CURRENT SURVEY CONTROL
 DH1232  ___________________________________________________________________
 DH1232* NAD 83(1986)-  33 48 15.     (N)    086 31 49.     (W)     SCALED    
 DH1232* NAVD 88     -       339.006  (meters)    1112.22   (feet)  ADJUSTED  
 DH1232  ___________________________________________________________________
 DH1232  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH1232  DYNAMIC HT  -         338.628 (meters)    1110.98  (feet)  COMP
 DH1232  MODELED GRAV-     979,512.6   (mgal)                       NAVD 88
 DH1232
 DH1232  VERT ORDER  -  SECOND    CLASS 0
 DH1232
 DH1232.The horizontal coordinates were scaled from a topographic map and have
 DH1232.an estimated accuracy of +/- 6 seconds.
 DH1232
 DH1232.The orthometric height was determined by differential leveling
 DH1232.and adjusted by the National Geodetic Survey in June 1991..
 DH1232
 DH1232.The geoid height was determined by GEOID03.
 DH1232
 DH1232.The dynamic height is computed by dividing the NAVD 88
 DH1232.geopotential number by the normal gravity value computed on the
 DH1232.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1232.degrees latitude (g = 980.6199 gals.).
 DH1232
 DH1232.The modeled gravity was interpolated from observed gravity values.
 DH1232
 DH1232;                    North         East    Units  Estimated Accuracy
 DH1232;SPC AL E     -   366,600.      135,470.      MT  (+/- 180 meters Scaled)
 DH1232
 DH1232                          SUPERSEDED SURVEY CONTROL
 DH1232
 DH1232  NGVD 29 (??/??/92)  338.96   (m)         1112.1    (f) COMPUTED    2 0
 DH1232
 DH1232.Superseded values are not recommended for survey control.
 DH1232.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1232.See file dsdata.txt to determine how the superseded data were derived.
 DH1232
 DH1232_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC434405(NAD 83)
 DH1232_MARKER: DB = BENCH MARK DISK
 DH1232_SETTING: 66 = SET IN ROCK OUTCROP
 DH1232_SP_SET: ROCK OUTCROP
 DH1232_STAMPING: G 226 1947
 DH1232_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1232+STABILITY: POSITION/ELEVATION WELL
 DH1232
 DH1232  HISTORY     - Date     Condition        Report By
 DH1232  HISTORY     - 1947     MONUMENTED       CGS
 DH1232
 DH1232                          STATION DESCRIPTION
 DH1232
 DH1232'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1232'1.95 MI E FROM BLOUNT HIGHLANDS.
 DH1232'ABOUT 1.95 MILES EAST ALONG A ROAD LEADING TO ROYAL (HOLLY SPRINGS)
 DH1232'FROM THE SCHOOL AT BLOUNT HIGHLANDS, ABOUT 0.25 MILE SOUTHWEST OF A
 DH1232'CURVE WHERE ROAD LEAVES THE TOP OF RIDGE AND TURNS SOUTH AND DOWNHILL,
 DH1232'IN THE TOP OF A LARGE FLAT ROCK OUTCROP, 5 FEET WEST OF THE HIGHEST
 DH1232'POINT OF THE ROCK, 42 FEET SOUTHEAST OF THE CENTER LINE OF THE ROAD,
 DH1232'45 FEET SOUTHWEST OF A POWER POLE, AND ABOUT 2.5 FEET ABOVE THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1307 ***********************************************************************
 DH1307  DESIGNATION -  G 227
 DH1307  PID         -  DH1307
 DH1307  STATE/COUNTY-  AL/BLOUNT
 DH1307  USGS QUAD   -  NECTAR (1978)
 DH1307
 DH1307                         *CURRENT SURVEY CONTROL
 DH1307  ___________________________________________________________________
 DH1307* NAD 83(1986)-  33 53 21.     (N)    086 38 25.     (W)     SCALED    
 DH1307* NAVD 88     -       168.233  (meters)     551.94   (feet)  ADJUSTED  
 DH1307  ___________________________________________________________________
 DH1307  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 DH1307  DYNAMIC HT  -         168.052 (meters)     551.35  (feet)  COMP
 DH1307  MODELED GRAV-     979,554.7   (mgal)                       NAVD 88
 DH1307
 DH1307  VERT ORDER  -  SECOND    CLASS 0
 DH1307
 DH1307.The horizontal coordinates were scaled from a topographic map and have
 DH1307.an estimated accuracy of +/- 6 seconds.
 DH1307
 DH1307.The orthometric height was determined by differential leveling
 DH1307.and adjusted by the National Geodetic Survey in June 1991..
 DH1307
 DH1307.The geoid height was determined by GEOID03.
 DH1307
 DH1307.The dynamic height is computed by dividing the NAVD 88
 DH1307.geopotential number by the normal gravity value computed on the
 DH1307.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1307.degrees latitude (g = 980.6199 gals.).
 DH1307
 DH1307.The modeled gravity was interpolated from observed gravity values.
 DH1307
 DH1307;                    North         East    Units  Estimated Accuracy
 DH1307;SPC AL W     -   431,560.      679,520.      MT  (+/- 180 meters Scaled)
 DH1307
 DH1307                          SUPERSEDED SURVEY CONTROL
 DH1307
 DH1307  NGVD 29 (??/??/92)  168.187  (m)          551.79   (f) ADJ UNCH    2 0
 DH1307
 DH1307.Superseded values are not recommended for survey control.
 DH1307.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1307.See file dsdata.txt to determine how the superseded data were derived.
 DH1307
 DH1307_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC332499(NAD 83)
 DH1307_MARKER: DB = BENCH MARK DISK
 DH1307_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1307_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1307_STAMPING: G 227 1947
 DH1307_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1307+STABILITY: SURFACE MOTION
 DH1307
 DH1307  HISTORY     - Date     Condition        Report By
 DH1307  HISTORY     - 1947     MONUMENTED       CGS
 DH1307  HISTORY     - 1958     MARK NOT FOUND   NGS
 DH1307
 DH1307                          STATION DESCRIPTION
 DH1307
 DH1307'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1307'2.0 MI SW FROM LOCUST FORK.
 DH1307'ABOUT 2.0 MILES SOUTHWEST ALONG THE MT. PINSON ROAD FROM THE COTTON
 DH1307'GIN AT LOCUST FORK, ABOUT 0.4 MILE NORTH OF THE ROAD JUNCTION AT
 DH1307'ADVILLE, 171 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST
 DH1307'CORNER OF AN OLD TWO STORY FARM HOUSE WITH CONCRETE PORCH POSTS, ABOUT
 DH1307'55 YARDS SOUTH OF THE TOP OF A GRADE, 24 FEET EAST OF THE CENTER LINE
 DH1307'OF THE ROAD, 92 FEET SOUTHEAST AND ACROSS THE ROAD FROM A POWER POLE,
 DH1307'42 FEET NORTHEAST OF THE CENTER OF THE JUNCTION OF A ROAD LEADING WEST
 DH1307'TO A BARN, 3 FEET NORTH OF A FOOT-PATH BORDERED WITH FLOWERS, 2 FEET
 DH1307'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 DH1307'SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- IT IS
 DH1307'BELIEVED THAT THE MARK WAS DESTROYED WHEN THE HIGHWAY WAS WIDENED.
 DH1307
 DH1307                          STATION RECOVERY (1958)
 DH1307
 DH1307'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1958
 DH1307'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0319 ***********************************************************************
 EF0319  DESIGNATION -  G 228
 EF0319  PID         -  EF0319
 EF0319  STATE/COUNTY-  AL/ETOWAH
 EF0319  USGS QUAD   -  ALTOONA (1975)
 EF0319
 EF0319                         *CURRENT SURVEY CONTROL
 EF0319  ___________________________________________________________________
 EF0319* NAD 83(1986)-  34 06 54.     (N)    086 16 00.     (W)     SCALED    
 EF0319* NAVD 88     -       370.840  (meters)    1216.66   (feet)  ADJUSTED  
 EF0319  ___________________________________________________________________
 EF0319  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 EF0319  DYNAMIC HT  -         370.436 (meters)    1215.34  (feet)  COMP
 EF0319  MODELED GRAV-     979,534.4   (mgal)                       NAVD 88
 EF0319
 EF0319  VERT ORDER  -  SECOND    CLASS 0
 EF0319
 EF0319.The horizontal coordinates were scaled from a topographic map and have
 EF0319.an estimated accuracy of +/- 6 seconds.
 EF0319
 EF0319.The orthometric height was determined by differential leveling
 EF0319.and adjusted by the National Geodetic Survey in June 1991..
 EF0319
 EF0319.The geoid height was determined by GEOID03.
 EF0319
 EF0319.The dynamic height is computed by dividing the NAVD 88
 EF0319.geopotential number by the normal gravity value computed on the
 EF0319.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0319.degrees latitude (g = 980.6199 gals.).
 EF0319
 EF0319.The modeled gravity was interpolated from observed gravity values.
 EF0319
 EF0319;                    North         East    Units  Estimated Accuracy
 EF0319;SPC AL E     -   400,950.      160,020.      MT  (+/- 180 meters Scaled)
 EF0319
 EF0319                          SUPERSEDED SURVEY CONTROL
 EF0319
 EF0319  NGVD 29 (??/??/92)  370.792  (m)         1216.51   (f) ADJ UNCH    2 0
 EF0319
 EF0319.Superseded values are not recommended for survey control.
 EF0319.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0319.See file dsdata.txt to determine how the superseded data were derived.
 EF0319
 EF0319_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC676751(NAD 83)
 EF0319_MARKER: DB = BENCH MARK DISK
 EF0319_SETTING: 66 = SET IN ROCK OUTCROP
 EF0319_SP_SET: ROCK OUTCROP
 EF0319_STAMPING: G 228 1947
 EF0319_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EF0319+STABILITY: POSITION/ELEVATION WELL
 EF0319
 EF0319  HISTORY     - Date     Condition        Report By
 EF0319  HISTORY     - 1947     MONUMENTED       CGS
 EF0319
 EF0319                          STATION DESCRIPTION
 EF0319
 EF0319'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EF0319'2.45 MI SE FROM MT HEBRON.
 EF0319'ABOUT 2.45 MILES SOUTHEAST ALONG A ROAD LEADING TO COVE METHODIST
 EF0319'CHURCH FROM THE WESLEY CHAPEL AT MT. HEBRON, ABOUT 0.15 MILE NORTH OF
 EF0319'THE TOP OF A MOUNTAIN RIDGE, AT A CROSS ROAD, 34 FEET WEST OF THE
 EF0319'CENTER LINE OF THE NORTH-SOUTH ROAD, 64 FEET NORTH OF THE CENTER LINE
 EF0319'OF THE EAST-WEST ROAD, 80 FEET EAST OF THE NORTHEAST CORNER OF A FARM
 EF0319'HOUSE, 12 FEET NORTHEAST OF A CONCRETE-LINED WELL, IN THE TOP OF A
 EF0319'FLAT ROCK OUTCROP AND ABOUT LEVEL WITH THE INTERSECTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0079 ***********************************************************************
 DH0079  DESIGNATION -  G 229
 DH0079  PID         -  DH0079
 DH0079  STATE/COUNTY-  AL/ETOWAH
 DH0079  USGS QUAD   -  DUNAWAY MOUNTAIN (1972)
 DH0079
 DH0079                         *CURRENT SURVEY CONTROL
 DH0079  ___________________________________________________________________
 DH0079* NAD 83(1992)-  33 58 17.38217(N)    086 04 57.81065(W)     ADJUSTED  
 DH0079* NAVD 88     -       167.314  (meters)     548.93   (feet)  ADJUSTED  
 DH0079  ___________________________________________________________________
 DH0079  LAPLACE CORR-           0.77  (seconds)                    DEFLEC99
 DH0079  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0079  DYNAMIC HT  -         167.138 (meters)     548.35  (feet)  COMP
 DH0079  MODELED GRAV-     979,584.6   (mgal)                       NAVD 88
 DH0079
 DH0079  HORZ ORDER  -  THIRD
 DH0079  VERT ORDER  -  SECOND    CLASS 0
 DH0079
 DH0079.This mark is at Gadsden Airport (GAD)
 DH0079
 DH0079.The horizontal coordinates were established by GPS observations
 DH0079.and adjusted by the National Geodetic Survey in December 1992..
 DH0079
 DH0079.The orthometric height was determined by differential leveling
 DH0079.and adjusted by the National Geodetic Survey in June 1991..
 DH0079
 DH0079.The Laplace correction was computed from DEFLEC99 derived deflections.
 DH0079
 DH0079.The geoid height was determined by GEOID03.
 DH0079
 DH0079.The dynamic height is computed by dividing the NAVD 88
 DH0079.geopotential number by the normal gravity value computed on the
 DH0079.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0079.degrees latitude (g = 980.6199 gals.).
 DH0079
 DH0079.The modeled gravity was interpolated from observed gravity values.
 DH0079
 DH0079;                    North         East     Units Scale Factor Converg.
 DH0079;SPC AL E     -   384,970.508   176,953.189   MT  0.99996655   -0 08 21.7
 DH0079;UTM  16      - 3,759,374.455   584,737.996   MT  0.99968852   +0 30 45.3
 DH0079
 DH0079!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DH0079!SPC AL E     -   0.99997830  x   0.99996655  =   0.99994485
 DH0079!UTM  16      -   0.99997830  x   0.99968852  =   0.99966683
 DH0079
 DH0079:                Primary Azimuth Mark                     Grid Az
 DH0079:SPC AL E     -  ARP                                      302 10 32.8
 DH0079:UTM  16      -  ARP                                      301 31 25.8
 DH0079
 DH0079|---------------------------------------------------------------------|
 DH0079| PID    Reference Object                     Distance      Geod. Az  |
 DH0079|                                                           dddmmss.s |
 DH0079| DH2695 ARP                                 484.050 METERS 3020211.1 |
 DH0079|---------------------------------------------------------------------|
 DH0079
 DH0079                          SUPERSEDED SURVEY CONTROL
 DH0079
 DH0079  NAD 83(1986)-  33 58 17.38814(N)    086 04 57.81230(W) AD(       ) 3
 DH0079  NAD 27      -  33 58 17.03227(N)    086 04 57.91141(W) AD(       ) 3
 DH0079  NGVD 29 (??/??/92)  167.289  (m)          548.85   (f) ADJ UNCH    2 0
 DH0079
 DH0079.Superseded values are not recommended for survey control.
 DH0079.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0079.See file dsdata.txt to determine how the superseded data were derived.
 DH0079
 DH0079_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC8473859374(NAD 83)
 DH0079_MARKER: DB = BENCH MARK DISK
 DH0079_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0079_SP_SET: SQUARE CONCRETE MONUMENT
 DH0079_STAMPING: G 229 1947
 DH0079_MARK LOGO: CGS   
 DH0079_MAGNETIC: O = OTHER; SEE DESCRIPTION
 DH0079_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0079+STABILITY: SURFACE MOTION
 DH0079_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH0079+SATELLITE: SATELLITE OBSERVATIONS - June 16, 1987
 DH0079
 DH0079  HISTORY     - Date     Condition        Report By
 DH0079  HISTORY     - 1947     MONUMENTED       CGS
 DH0079  HISTORY     - 1966     GOOD             NGS
 DH0079  HISTORY     - 19840630 GOOD             NGS
 DH0079  HISTORY     - 19870616 GOOD             NGS
 DH0079
 DH0079                          STATION DESCRIPTION
 DH0079
 DH0079'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0079'5.7 MI SW FROM ATTALLA.
 DH0079'ABOUT 1.95 MILES SOUTHWEST ALONG U.S. HIGHWAY 11 ALTERNATE FROM THE
 DH0079'POST OFFICE AT ATTALA, THENCE 3.75 MILES SOUTHEAST ALONG ROADS LEADING
 DH0079'TO SIBERT AIRPORT, AT THE AIRPORT, 3 FEET NORTH OF THE NORTHWEST
 DH0079'CORNER OF THE HANGAR, 14 FEET EAST OF A FIRE HYDRANT, 1 FOOT WEST OF A
 DH0079'WHITE WOODEN WITNESS POST, AND IN THE TOP OF A CONCRETE POST
 DH0079'PROJECTING 6 INCHES.  NOTE-- SIBERT AIRPORT IS NOW GADSDEN MUNICIPAL
 DH0079'AIRPORT.
 DH0079
 DH0079                          STATION RECOVERY (1966)
 DH0079
 DH0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 DH0079'RECOVERED IN GOOD CONDITION.
 DH0079
 DH0079                          STATION RECOVERY (1984)
 DH0079
 DH0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1984
 DH0079'THE STATION IS LOCATED AT THE GADSDEN MUNICIPAL AIRPORT IN THE RAMP
 DH0079'AREAS NEAR THE FIRE AND CRASH BUILDING.  IT IS 76.2 FT (23.2 M) EAST
 DH0079'OF THE EAST EDGE OF THE GENERAL AVIATION RAMP, 43.3 FT (13.2 M) SOUTH
 DH0079'OF THE WEST CORNER OF THE FIRE AND CRASH BUILDING, 26.8 FT (8.2 M)
 DH0079'WEST OF THE SOUTH CORNER OF A FENCE, AND 16.4 FT (5.0 M) NORTH OF THE
 DH0079'NORTH EDGE OF THE FIXED BASE OPERATORS RAMP.  IT IS A STANDARD BENCH
 DH0079'MARK DISK SET IN A CONCRETE MONUMENT FLUSH WITH THE GROUND.  IT IS
 DH0079'STAMPED G 229 1947.
 DH0079
 DH0079                          STATION RECOVERY (1987)
 DH0079
 DH0079'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1987
 DH0079'THE STATION IS LOCATED 7.2 KM (4.5 MI) SOUTHWEST OF GADSTON ON THE
 DH0079'GADSTON MUNICIPAL AIRPORT.
 DH0079'TO REACH THE STATION FROM THE JUNCTION OF I-59 AND STATE HIGHWAY 77,
 DH0079'ABOUT 3 MILES SOUTHWEST OF GADSTON, GO SOUTH ON HIGHWAY 77 FOLLOWING
 DH0079'AIRPORT SIGNS TO AIRPORT.
 DH0079'THE MARK IS SET FLUSH WITH THE GROUND AND IS LOCATED 23.2 METERS
 DH0079'(76.0 FT) EAST FROM THE APRON, 13.2 METERS (43.3 FT) SOUTH FROM THE
 DH0079'MANAGER/MAINTENANCE BUILDING, 8.2 METERS (26.8 FT) WEST FROM A FENCE
 DH0079'CORNER AND 5.0 METERS (16.4 FT) NORTH FROM THE NORTH EDGE RAMP/PLANE
 DH0079'PARK.
 DH0079'DESCRIBED BY K.R.W., TYPED BY E.D.W.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1380 ***********************************************************************
 DG1380  DESIGNATION -  G 23
 DG1380  PID         -  DG1380
 DG1380  STATE/COUNTY-  AL/RANDOLPH
 DG1380  USGS QUAD   -  ROANOKE WEST (1983)
 DG1380
 DG1380                         *CURRENT SURVEY CONTROL
 DG1380  ___________________________________________________________________
 DG1380* NAD 83(1986)-  33 08 42.     (N)    085 26 13.     (W)     SCALED    
 DG1380* NAVD 88     -       206.976  (meters)     679.05   (feet)  ADJUSTED  
 DG1380  ___________________________________________________________________
 DG1380  GEOID HEIGHT-         -29.26  (meters)                     GEOID03
 DG1380  DYNAMIC HT  -         206.737 (meters)     678.27  (feet)  COMP
 DG1380  MODELED GRAV-     979,475.9   (mgal)                       NAVD 88
 DG1380
 DG1380  VERT ORDER  -  SECOND    CLASS 0
 DG1380
 DG1380.The horizontal coordinates were scaled from a topographic map and have
 DG1380.an estimated accuracy of +/- 6 seconds.
 DG1380
 DG1380.The orthometric height was determined by differential leveling
 DG1380.and adjusted by the National Geodetic Survey in June 1991..
 DG1380
 DG1380.The geoid height was determined by GEOID03.
 DG1380
 DG1380.The dynamic height is computed by dividing the NAVD 88
 DG1380.geopotential number by the normal gravity value computed on the
 DG1380.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1380.degrees latitude (g = 980.6199 gals.).
 DG1380
 DG1380.The modeled gravity was interpolated from observed gravity values.
 DG1380
 DG1380;                    North         East    Units  Estimated Accuracy
 DG1380;SPC AL E     -   293,350.      236,980.      MT  (+/- 180 meters Scaled)
 DG1380
 DG1380                          SUPERSEDED SURVEY CONTROL
 DG1380
 DG1380  NGVD 29 (??/??/92)  206.919  (m)          678.87   (f) ADJ UNCH    2 0
 DG1380
 DG1380.Superseded values are not recommended for survey control.
 DG1380.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1380.See file dsdata.txt to determine how the superseded data were derived.
 DG1380
 DG1380_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB457684(NAD 83)
 DG1380_MARKER: DB = BENCH MARK DISK
 DG1380_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1380_SP_SET: PIER
 DG1380_STAMPING: G 23 1934
 DG1380_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1380
 DG1380  HISTORY     - Date     Condition        Report By
 DG1380  HISTORY     - 1934     MONUMENTED       CGS
 DG1380
 DG1380                          STATION DESCRIPTION
 DG1380
 DG1380'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DG1380'4.1 MI SW FROM ROANOKE.
 DG1380'4.1 MILES SOUTHWEST ALONG THE ATLANTIC COAST LINE RAILROAD FROM
 DG1380'THE STATION AT ROANOKE, RANDOLPH COUNTY, 0.4 MILE NORTHEAST OF
 DG1380'AN OVERHEAD BRIDGE, 36 RAILS SOUTHWEST OF MILEPOST 315
 DG1380'(A.B. AND C.R.R.) OR 847 (A.C.L.R.R.), 9 FEET SOUTH OF THE
 DG1380'TRACK, AND 14 INCHES NORTHWEST OF THE SOUTHEAST END OF THE TOP
 DG1380'OF THE NORTHEAST CONCRETE PIER OF A BRIDGE.  A STANDARD DISK,
 DG1380'STAMPED G 23 1934.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0622 ***********************************************************************
 DH0622  DESIGNATION -  G 230
 DH0622  PID         -  DH0622
 DH0622  STATE/COUNTY-  AL/SHELBY
 DH0622  USGS QUAD   -  VINCENT (1972)
 DH0622
 DH0622                         *CURRENT SURVEY CONTROL
 DH0622  ___________________________________________________________________
 DH0622* NAD 83(1986)-  33 27 22.     (N)    086 22 43.     (W)     SCALED    
 DH0622* NAVD 88     -       140.615  (meters)     461.33   (feet)  ADJUSTED  
 DH0622  ___________________________________________________________________
 DH0622  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0622  DYNAMIC HT  -         140.461 (meters)     460.83  (feet)  COMP
 DH0622  MODELED GRAV-     979,544.6   (mgal)                       NAVD 88
 DH0622
 DH0622  VERT ORDER  -  SECOND    CLASS 0
 DH0622
 DH0622.The horizontal coordinates were scaled from a topographic map and have
 DH0622.an estimated accuracy of +/- 6 seconds.
 DH0622
 DH0622.The orthometric height was determined by differential leveling
 DH0622.and adjusted by the National Geodetic Survey in June 1991..
 DH0622
 DH0622.The geoid height was determined by GEOID03.
 DH0622
 DH0622.The dynamic height is computed by dividing the NAVD 88
 DH0622.geopotential number by the normal gravity value computed on the
 DH0622.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0622.degrees latitude (g = 980.6199 gals.).
 DH0622
 DH0622.The modeled gravity was interpolated from observed gravity values.
 DH0622
 DH0622;                    North         East    Units  Estimated Accuracy
 DH0622;SPC AL W     -   383,760.      704,250.      MT  (+/- 180 meters Scaled)
 DH0622
 DH0622                          SUPERSEDED SURVEY CONTROL
 DH0622
 DH0622  NGVD 29 (??/??/92)  140.60   (m)          461.3    (f) COMPUTED    2 0
 DH0622
 DH0622.Superseded values are not recommended for survey control.
 DH0622.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0622.See file dsdata.txt to determine how the superseded data were derived.
 DH0622
 DH0622_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC577020(NAD 83)
 DH0622_MARKER: DB = BENCH MARK DISK
 DH0622_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0622_SP_SET: CULVERT
 DH0622_STAMPING: G 230 1947
 DH0622_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0622
 DH0622  HISTORY     - Date     Condition        Report By
 DH0622  HISTORY     - 1947     MONUMENTED       CGS
 DH0622
 DH0622                          STATION DESCRIPTION
 DH0622
 DH0622'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0622'5.45 MI NE FROM VINCENT.
 DH0622'ABOUT 5.45 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE POST OFFICE
 DH0622'AT VINCENT, 7.0 MILES SOUTHWEST OF THE SCHOOL AT EASONVILLE, AT THE
 DH0622'SHELBY-ST. CLAIR COUNTY LINE, IN THE TOP OF THE NORTHEAST END OF THE
 DH0622'SOUTHEAST CONCRETE HEADWALL OF A 4 X 5 FOOT CONCRETE BOX CULVERT, 33
 DH0622'FEET SOUTHWEST OF A SIGN MARKING THE SHELBY-ST. CLAIR COUNTY LINE, 28
 DH0622'FEET SOUTHEAST OF AND ABOUT 3.5 FEET BELOW THE CENTER LINE OF THE
 DH0622'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0272 ***********************************************************************
 DH0272  DESIGNATION -  G 231
 DH0272  PID         -  DH0272
 DH0272  STATE/COUNTY-  AL/TALLADEGA
 DH0272  USGS QUAD   -  RIVERSIDE (1972)
 DH0272
 DH0272                         *CURRENT SURVEY CONTROL
 DH0272  ___________________________________________________________________
 DH0272* NAD 83(1986)-  33 31 05.     (N)    086 11 00.     (W)     SCALED    
 DH0272* NAVD 88     -       161.727  (meters)     530.60   (feet)  ADJUSTED  
 DH0272  ___________________________________________________________________
 DH0272  GEOID HEIGHT-         -28.91  (meters)                     GEOID03
 DH0272  DYNAMIC HT  -         161.553 (meters)     530.03  (feet)  COMP
 DH0272  MODELED GRAV-     979,553.2   (mgal)                       NAVD 88
 DH0272
 DH0272  VERT ORDER  -  SECOND    CLASS 0
 DH0272
 DH0272.The horizontal coordinates were scaled from a topographic map and have
 DH0272.an estimated accuracy of +/- 6 seconds.
 DH0272
 DH0272.The orthometric height was determined by differential leveling
 DH0272.and adjusted by the National Geodetic Survey in June 1991..
 DH0272
 DH0272.The geoid height was determined by GEOID03.
 DH0272
 DH0272.The dynamic height is computed by dividing the NAVD 88
 DH0272.geopotential number by the normal gravity value computed on the
 DH0272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0272.degrees latitude (g = 980.6199 gals.).
 DH0272
 DH0272.The modeled gravity was interpolated from observed gravity values.
 DH0272
 DH0272;                    North         East    Units  Estimated Accuracy
 DH0272;SPC AL E     -   334,710.      167,490.      MT  (+/- 180 meters Scaled)
 DH0272
 DH0272                          SUPERSEDED SURVEY CONTROL
 DH0272
 DH0272  NGVD 29 (??/??/92)  161.665  (m)          530.40   (f) ADJ UNCH    2 0
 DH0272
 DH0272.Superseded values are not recommended for survey control.
 DH0272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0272.See file dsdata.txt to determine how the superseded data were derived.
 DH0272
 DH0272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC758090(NAD 83)
 DH0272_MARKER: DB = BENCH MARK DISK
 DH0272_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0272_SP_SET: CULVERT
 DH0272_STAMPING: G 231 1947
 DH0272_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0272
 DH0272  HISTORY     - Date     Condition        Report By
 DH0272  HISTORY     - 1947     MONUMENTED       CGS
 DH0272
 DH0272                          STATION DESCRIPTION
 DH0272
 DH0272'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0272'8.5 MI NW FROM TALLADEGA.
 DH0272'ABOUT 8.5 MILES NORTHWEST ALONG STATE HIGHWAY 48 FROM THE ATLANTA,
 DH0272'BIRMINGHAM AND COAST RAILROAD STATION AT TALLADEGA, ABOUT 3.05 MILES
 DH0272'SOUTHEAST OF THE EAST END OF THE COOSA RIVER BRIDGE AT STEMLEY, SET IN
 DH0272'THE TOP OF THE CENTER OF THE NORTH CONCRETE HEAD WALL OF A 3 BY 4 FOOT
 DH0272'CONCRETE CULVERT (THE 3RD CULVERT GOING WEST UP ALONG A HILL ON S
 DH0272'CURVE), 14 FEET NORTH OF AND ABOUT 1.5 FEET ABOVE THE CENTER LINE OF
 DH0272'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0654 ***********************************************************************
 DH0654  DESIGNATION -  G 232
 DH0654  PID         -  DH0654
 DH0654  STATE/COUNTY-  AL/TALLADEGA
 DH0654  USGS QUAD   -  WINTERBORO (1984)
 DH0654
 DH0654                         *CURRENT SURVEY CONTROL
 DH0654  ___________________________________________________________________
 DH0654* NAD 83(1986)-  33 21 38.     (N)    086 14 08.     (W)     SCALED    
 DH0654* NAVD 88     -       146.096  (meters)     479.32   (feet)  ADJUSTED  
 DH0654  ___________________________________________________________________
 DH0654  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DH0654  DYNAMIC HT  -         145.937 (meters)     478.80  (feet)  COMP
 DH0654  MODELED GRAV-     979,540.0   (mgal)                       NAVD 88
 DH0654
 DH0654  VERT ORDER  -  SECOND    CLASS 0
 DH0654
 DH0654.The horizontal coordinates were scaled from a topographic map and have
 DH0654.an estimated accuracy of +/- 6 seconds.
 DH0654
 DH0654.The orthometric height was determined by differential leveling
 DH0654.and adjusted by the National Geodetic Survey in June 1991..
 DH0654
 DH0654.The geoid height was determined by GEOID03.
 DH0654
 DH0654.The dynamic height is computed by dividing the NAVD 88
 DH0654.geopotential number by the normal gravity value computed on the
 DH0654.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0654.degrees latitude (g = 980.6199 gals.).
 DH0654
 DH0654.The modeled gravity was interpolated from observed gravity values.
 DH0654
 DH0654;                    North         East    Units  Estimated Accuracy
 DH0654;SPC AL E     -   317,250.      162,570.      MT  (+/- 180 meters Scaled)
 DH0654
 DH0654                          SUPERSEDED SURVEY CONTROL
 DH0654
 DH0654  NGVD 29 (??/??/92)  146.06   (m)          479.2    (f) COMPUTED    2 0
 DH0654
 DH0654.Superseded values are not recommended for survey control.
 DH0654.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0654.See file dsdata.txt to determine how the superseded data were derived.
 DH0654
 DH0654_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB711915(NAD 83)
 DH0654_MARKER: DB = BENCH MARK DISK
 DH0654_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0654_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0654_STAMPING: G 232 1947
 DH0654_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0654+STABILITY: SURFACE MOTION
 DH0654
 DH0654  HISTORY     - Date     Condition        Report By
 DH0654  HISTORY     - 1947     MONUMENTED       CGS
 DH0654  HISTORY     - 1981     MARK NOT FOUND   USGS
 DH0654
 DH0654                          STATION DESCRIPTION
 DH0654
 DH0654'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0654'0.8 MI N FROM ALPINE.
 DH0654'ABOUT 0.8 MILE NORTH ALONG A GRAVEL ROAD LEADING TO STEMLEY FROM THE
 DH0654'TRINITY CHURCH AT ALPINE, ABOUT 0.9 MILE SOUTH OF THE SCHOOL AT
 DH0654'PLANTERSVILLE, ABOUT 0.6 MILE SOUTH OF THE PLANTERSVILLE CROSSROADS,
 DH0654'0.1 MILE NORTH OF A BRIDGE OVER TALLADEGA CREEK, AT THE NORTH END OF A
 DH0654'CUT, 125 FEET SOUTH OF AN R. E. A. POWER POLE WITH A GUY WIRE, 21 FEET
 DH0654'EAST OF THE CENTER LINE OF THE ROAD, 10 FEET NORTHWEST OF A 5 INCH
 DH0654'HICKORY TREE, 1.5 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2
 DH0654'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 5
 DH0654'INCHES.
 DH0654
 DH0654                          STATION RECOVERY (1981)
 DH0654
 DH0654'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DH0654'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0295 ***********************************************************************
 DH0295  DESIGNATION -  G 233
 DH0295  PID         -  DH0295
 DH0295  STATE/COUNTY-  AL/TALLADEGA
 DH0295  USGS QUAD   -  RIVERSIDE (1972)
 DH0295
 DH0295                         *CURRENT SURVEY CONTROL
 DH0295  ___________________________________________________________________
 DH0295* NAD 83(1986)-  33 32 44.     (N)    086 07 33.     (W)     SCALED    
 DH0295* NAVD 88     -       174.995  (meters)     574.13   (feet)  ADJUSTED  
 DH0295  ___________________________________________________________________
 DH0295  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 DH0295  DYNAMIC HT  -         174.807 (meters)     573.51  (feet)  COMP
 DH0295  MODELED GRAV-     979,559.2   (mgal)                       NAVD 88
 DH0295
 DH0295  VERT ORDER  -  SECOND    CLASS 0
 DH0295
 DH0295.The horizontal coordinates were scaled from a topographic map and have
 DH0295.an estimated accuracy of +/- 6 seconds.
 DH0295
 DH0295.The orthometric height was determined by differential leveling
 DH0295.and adjusted by the National Geodetic Survey in June 1991..
 DH0295
 DH0295.The geoid height was determined by GEOID03.
 DH0295
 DH0295.The dynamic height is computed by dividing the NAVD 88
 DH0295.geopotential number by the normal gravity value computed on the
 DH0295.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0295.degrees latitude (g = 980.6199 gals.).
 DH0295
 DH0295.The modeled gravity was interpolated from observed gravity values.
 DH0295
 DH0295;                    North         East    Units  Estimated Accuracy
 DH0295;SPC AL E     -   337,740.      172,840.      MT  (+/- 180 meters Scaled)
 DH0295
 DH0295                          SUPERSEDED SURVEY CONTROL
 DH0295
 DH0295  NGVD 29 (??/??/92)  174.931  (m)          573.92   (f) ADJ UNCH    2 0
 DH0295
 DH0295.Superseded values are not recommended for survey control.
 DH0295.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0295.See file dsdata.txt to determine how the superseded data were derived.
 DH0295
 DH0295_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC811121(NAD 83)
 DH0295_MARKER: DB = BENCH MARK DISK
 DH0295_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0295_SP_SET: CULVERT
 DH0295_STAMPING: G 233 1947
 DH0295_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0295
 DH0295  HISTORY     - Date     Condition        Report By
 DH0295  HISTORY     - 1947     MONUMENTED       CGS
 DH0295
 DH0295                          STATION DESCRIPTION
 DH0295
 DH0295'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0295'4.2 MI S FROM LINCOLN.
 DH0295'ABOUT 4.2 MILES SOUTH ALONG STATE HIGHWAY 102 FROM THE JUNCTION OF U.
 DH0295'S. HIGHWAY 78 AT LINCOLN, ABOUT 0.95 MILE SOUTH OF THE SOUTH END OF
 DH0295'THE BRIDGE ACROSS THE CHOCCOLOCCO CREEK, 0.6 MILE SOUTH OF A POWER
 DH0295'TRANSMISSION LINE CROSSING, IN A FILL BETWEEN TWO HILLS, SET IN THE
 DH0295'TOP OF THE NORTH END OF THE EAST HEAD WALL OF A 3 BY 3 FOOT CONCRETE
 DH0295'BOX CULVERT, 21 FEET EAST OF AND ABOUT 2 FEET BELOW THE CENTER LINE OF
 DH0295'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2108 ***********************************************************************
 DG2108  DESIGNATION -  G 234
 DG2108  PID         -  DG2108
 DG2108  STATE/COUNTY-  AL/CALHOUN
 DG2108  USGS QUAD   -  ANNISTON (1972)
 DG2108
 DG2108                         *CURRENT SURVEY CONTROL
 DG2108  ___________________________________________________________________
 DG2108* NAD 83(1986)-  33 39 24.     (N)    085 50 18.     (W)     SCALED    
 DG2108* NAVD 88     -       215.478  (meters)     706.95   (feet)  ADJUSTED  
 DG2108  ___________________________________________________________________
 DG2108  GEOID HEIGHT-         -28.75  (meters)                     GEOID03
 DG2108  DYNAMIC HT  -         215.244 (meters)     706.18  (feet)  COMP
 DG2108  MODELED GRAV-     979,547.4   (mgal)                       NAVD 88
 DG2108
 DG2108  VERT ORDER  -  SECOND    CLASS 0
 DG2108
 DG2108.The horizontal coordinates were scaled from a topographic map and have
 DG2108.an estimated accuracy of +/- 6 seconds.
 DG2108
 DG2108.The orthometric height was determined by differential leveling
 DG2108.and adjusted by the National Geodetic Survey in June 1991..
 DG2108
 DG2108.The geoid height was determined by GEOID03.
 DG2108
 DG2108.The dynamic height is computed by dividing the NAVD 88
 DG2108.geopotential number by the normal gravity value computed on the
 DG2108.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2108.degrees latitude (g = 980.6199 gals.).
 DG2108
 DG2108.The modeled gravity was interpolated from observed gravity values.
 DG2108
 DG2108;                    North         East    Units  Estimated Accuracy
 DG2108;SPC AL E     -   350,020.      199,540.      MT  (+/- 180 meters Scaled)
 DG2108
 DG2108                          SUPERSEDED SURVEY CONTROL
 DG2108
 DG2108  NGVD 29 (??/??/92)  215.396  (m)          706.68   (f) ADJ UNCH    2 0
 DG2108
 DG2108.Superseded values are not recommended for survey control.
 DG2108.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2108.See file dsdata.txt to determine how the superseded data were derived.
 DG2108
 DG2108_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC077246(NAD 83)
 DG2108_MARKER: DB = BENCH MARK DISK
 DG2108_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG2108_SP_SET: BRIDGE
 DG2108_STAMPING: G 234 1947
 DG2108_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG2108
 DG2108  HISTORY     - Date     Condition        Report By
 DG2108  HISTORY     - 1947     MONUMENTED       CGS
 DG2108  HISTORY     - 20030308 MARK NOT FOUND   JCLS
 DG2108
 DG2108                          STATION DESCRIPTION
 DG2108
 DG2108'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2108'AT ANNISTON.
 DG2108'AT ANNISTON, ABOUT 0.95 MILES WEST ALONG U.S. HIGHWAY 78 FROM
 DG2108'THE WILSON BUILDING, AT THE CROSSING OF A SPUR RAILROAD TRACK
 DG2108'TO THE DONOHO FOUNDRY COMPANY, ABOUT 325 FEET WEST OF DONOHO
 DG2108'FOUNDRY COMPANYS OFFICE, ABOUT 60 YARDS WEST-SOUTHWEST AND
 DG2108'ACROSS THE HIGHWAY FROM THE GULF BULK PLANT, 17 FEET SOUTH OF
 DG2108'THE CENTER LINE OF THE HIGHWAY, 5 FEET NORTHEAST OF THE NORTHEAST
 DG2108'RAIL OF THE SPUR TRACK, SET IN THE TOP OF THE SOUTH END OF THE
 DG2108'EAST ABUTMENT OF A 6 BY 4 CONRETE BRIDGE, ABOUT 1.5 FEET BELOW
 DG2108'THE HIGHWAY.
 DG2108
 DG2108                          STATION RECOVERY (2003)
 DG2108
 DG2108'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DG2108'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2098 ***********************************************************************
 DG2098  DESIGNATION -  G 235
 DG2098  PID         -  DG2098
 DG2098  STATE/COUNTY-  AL/CALHOUN
 DG2098  USGS QUAD   -  EULATON (1972)
 DG2098
 DG2098                         *CURRENT SURVEY CONTROL
 DG2098  ___________________________________________________________________
 DG2098* NAD 83(1986)-  33 43 01.     (N)    085 57 41.     (W)     SCALED    
 DG2098* NAVD 88     -       199.751  (meters)     655.35   (feet)  ADJUSTED  
 DG2098  ___________________________________________________________________
 DG2098  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DG2098  DYNAMIC HT  -         199.540 (meters)     654.66  (feet)  COMP
 DG2098  MODELED GRAV-     979,571.7   (mgal)                       NAVD 88
 DG2098
 DG2098  VERT ORDER  -  SECOND    CLASS 0
 DG2098
 DG2098.The horizontal coordinates were scaled from a topographic map and have
 DG2098.an estimated accuracy of +/- 6 seconds.
 DG2098
 DG2098.The orthometric height was determined by differential leveling
 DG2098.and adjusted by the National Geodetic Survey in June 1991..
 DG2098
 DG2098.The geoid height was determined by GEOID03.
 DG2098
 DG2098.The dynamic height is computed by dividing the NAVD 88
 DG2098.geopotential number by the normal gravity value computed on the
 DG2098.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2098.degrees latitude (g = 980.6199 gals.).
 DG2098
 DG2098.The modeled gravity was interpolated from observed gravity values.
 DG2098
 DG2098;                    North         East    Units  Estimated Accuracy
 DG2098;SPC AL E     -   356,720.      188,130.      MT  (+/- 180 meters Scaled)
 DG2098
 DG2098                          SUPERSEDED SURVEY CONTROL
 DG2098
 DG2098  NGVD 29 (??/??/92)  199.676  (m)          655.10   (f) ADJ UNCH    2 0
 DG2098
 DG2098.Superseded values are not recommended for survey control.
 DG2098.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2098.See file dsdata.txt to determine how the superseded data were derived.
 DG2098
 DG2098_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC962312(NAD 83)
 DG2098_MARKER: DB = BENCH MARK DISK
 DG2098_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2098_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2098_STAMPING: G 235 1947
 DG2098_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2098+STABILITY: SURFACE MOTION
 DG2098
 DG2098  HISTORY     - Date     Condition        Report By
 DG2098  HISTORY     - 1947     MONUMENTED       CGS
 DG2098
 DG2098                          STATION DESCRIPTION
 DG2098
 DG2098'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DG2098'6.3 MI SW FROM ALEXANDRIA.
 DG2098'ABOUT 0.25 MILES SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 DG2098'RAILROAD FROM THE STATION AT ALEXANDRIA, THENCE ABOUT 6.05 MILES
 DG2098'SOUTHWEST ALONG A COUNTY ROAD LEADING TO THE MORRISVILLE BIVOUAC
 DG2098'AREA, IN THE MORRISVILLE BIVOUAC AREA, AT A CROSSROAD AT THE TOP
 DG2098'OF A HILL, 21 FEET SOUTH OF THE CENTER LINE OF THE EAST-WEST
 DG2098'ROAD, 26 FEET WEST OF THE CENTER LINE OF THE NORTH-SOUTH ROAD,
 DG2098'1.5 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT BELOW
 DG2098'THE INTERSECTION AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG2098'5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0010 ***********************************************************************
 DH0010  DESIGNATION -  G 236
 DH0010  PID         -  DH0010
 DH0010  STATE/COUNTY-  AL/ST CLAIR
 DH0010  USGS QUAD   -  OHATCHEE (1949)
 DH0010
 DH0010                         *CURRENT SURVEY CONTROL
 DH0010  ___________________________________________________________________
 DH0010* NAD 83(1986)-  33 46 06.     (N)    086 04 09.     (W)     SCALED    
 DH0010* NAVD 88     -       150.230  (meters)     492.88   (feet)  ADJUSTED  
 DH0010  ___________________________________________________________________
 DH0010  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 DH0010  DYNAMIC HT  -         150.070 (meters)     492.35  (feet)  COMP
 DH0010  MODELED GRAV-     979,570.8   (mgal)                       NAVD 88
 DH0010
 DH0010  VERT ORDER  -  FIRST     CLASS II
 DH0010
 DH0010.The horizontal coordinates were scaled from a topographic map and have
 DH0010.an estimated accuracy of +/- 6 seconds.
 DH0010
 DH0010.The orthometric height was determined by differential leveling
 DH0010.and adjusted by the National Geodetic Survey in June 1991..
 DH0010
 DH0010.The geoid height was determined by GEOID03.
 DH0010
 DH0010.The dynamic height is computed by dividing the NAVD 88
 DH0010.geopotential number by the normal gravity value computed on the
 DH0010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0010.degrees latitude (g = 980.6199 gals.).
 DH0010
 DH0010.The modeled gravity was interpolated from observed gravity values.
 DH0010
 DH0010;                    North         East    Units  Estimated Accuracy
 DH0010;SPC AL E     -   362,430.      178,150.      MT  (+/- 180 meters Scaled)
 DH0010
 DH0010                          SUPERSEDED SURVEY CONTROL
 DH0010
 DH0010  NGVD 29 (??/??/92)  150.175  (m)          492.70   (f) ADJ UNCH    1 2
 DH0010
 DH0010.Superseded values are not recommended for survey control.
 DH0010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0010.See file dsdata.txt to determine how the superseded data were derived.
 DH0010
 DH0010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC861368(NAD 83)
 DH0010_MARKER: DB = BENCH MARK DISK
 DH0010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0010_STAMPING: G 236 1947
 DH0010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0010+STABILITY: SURFACE MOTION
 DH0010
 DH0010  HISTORY     - Date     Condition        Report By
 DH0010  HISTORY     - 1947     MONUMENTED       CGS
 DH0010  HISTORY     - 1957     POOR             NGS
 DH0010  HISTORY     - 1980     MARK NOT FOUND   NGS
 DH0010
 DH0010                          STATION DESCRIPTION
 DH0010
 DH0010'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0010'5.5 MI NE FROM RAGLAND.
 DH0010'ABOUT 5.5 MILES NORTHEAST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 DH0010'STATION AT RAGLAND, SET IN THE NORTH ANGLE OF A COUNTY ROAD CROSSING,
 DH0010'50 FEET WEST OF MILE POST 685, 18.5 FEET NORTHWEST OF THE NORTHWEST
 DH0010'RAIL, 24 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 1.5 FEET
 DH0010'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT 3 FEET BELOW THE TRACK
 DH0010'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 DH0010
 DH0010                          STATION RECOVERY (1957)
 DH0010
 DH0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1957
 DH0010'MARK RECOVERED IN POOR CONDITION.
 DH0010
 DH0010                          STATION RECOVERY (1980)
 DH0010
 DH0010'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH0010'NOT RECOVERED, AS ASPHALT HAS BEEN DUMPED AT THIS LOCATION AND
 DH0010'NOW COVERS THE LOCATION OF THE MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0046 ***********************************************************************
 DH0046  DESIGNATION -  G 237
 DH0046  PID         -  DH0046
 DH0046  STATE/COUNTY-  AL/ST CLAIR
 DH0046  USGS QUAD   -  ODENVILLE (1972)
 DH0046
 DH0046                         *CURRENT SURVEY CONTROL
 DH0046  ___________________________________________________________________
 DH0046* NAD 83(1986)-  33 40 44.     (N)    086 24 52.     (W)     SCALED    
 DH0046* NAVD 88     -       229.564  (meters)     753.16   (feet)  ADJUSTED  
 DH0046  ___________________________________________________________________
 DH0046  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH0046  DYNAMIC HT  -         229.312 (meters)     752.33  (feet)  COMP
 DH0046  MODELED GRAV-     979,535.0   (mgal)                       NAVD 88
 DH0046
 DH0046  VERT ORDER  -  FIRST     CLASS II
 DH0046
 DH0046.The horizontal coordinates were scaled from a topographic map and have
 DH0046.an estimated accuracy of +/- 6 seconds.
 DH0046
 DH0046.The orthometric height was determined by differential leveling
 DH0046.and adjusted by the National Geodetic Survey in June 1991..
 DH0046
 DH0046.The geoid height was determined by GEOID03.
 DH0046
 DH0046.The dynamic height is computed by dividing the NAVD 88
 DH0046.geopotential number by the normal gravity value computed on the
 DH0046.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0046.degrees latitude (g = 980.6199 gals.).
 DH0046
 DH0046.The modeled gravity was interpolated from observed gravity values.
 DH0046
 DH0046;                    North         East    Units  Estimated Accuracy
 DH0046;SPC AL E     -   352,640.      146,120.      MT  (+/- 180 meters Scaled)
 DH0046
 DH0046                          SUPERSEDED SURVEY CONTROL
 DH0046
 DH0046  NGVD 29 (??/??/92)  229.515  (m)          753.00   (f) ADJ UNCH    1 2
 DH0046
 DH0046.Superseded values are not recommended for survey control.
 DH0046.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0046.See file dsdata.txt to determine how the superseded data were derived.
 DH0046
 DH0046_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC542267(NAD 83)
 DH0046_MARKER: DB = BENCH MARK DISK
 DH0046_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0046_SP_SET: CULVERT
 DH0046_STAMPING: G 237 1947
 DH0046_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0046
 DH0046  HISTORY     - Date     Condition        Report By
 DH0046  HISTORY     - 1947     MONUMENTED       CGS
 DH0046
 DH0046                          STATION DESCRIPTION
 DH0046
 DH0046'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0046'1.1 MI W FROM ODENVILLE.
 DH0046'ABOUT 1.1 MILES WEST ALONG THE SEABOARD AIR LINE RAILWAY FROM THE
 DH0046'STATION AT ODENVILLE, ABOUT 8 RAILS EAST OF THE WEST END OF AN
 DH0046'EAST-WEST TANGENT THAT EXTENDS EAST THRU ODENVILLE, 8 RAILS EAST OF
 DH0046'THE EAST END OF A CURVE WITH TANGENTS EXTENDING EAST AND NORTHWEST, 15
 DH0046'RAILS EAST OF MILE POST 710, IN THE TOP AND 1 FOOT WEST OF THE EAST
 DH0046'END OF THE SOUTH STONE MASONRY HEAD WALL OF A 3 BY 4 FOOT BOX CULVERT,
 DH0046'21 FEET SOUTH OF AND ABOUT 12 FEET BELOW THE SOUTH RAIL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1127 ***********************************************************************
 DH1127  DESIGNATION -  G 238
 DH1127  PID         -  DH1127
 DH1127  STATE/COUNTY-  AL/JEFFERSON
 DH1127  USGS QUAD   -  IRONDALE (1978)
 DH1127
 DH1127                         *CURRENT SURVEY CONTROL
 DH1127  ___________________________________________________________________
 DH1127* NAD 83(1986)-  33 34 52.     (N)    086 38 18.     (W)     SCALED    
 DH1127* NAVD 88     -       232.122  (meters)     761.55   (feet)  ADJUSTED  
 DH1127  ___________________________________________________________________
 DH1127  GEOID HEIGHT-         -29.17  (meters)                     GEOID03
 DH1127  DYNAMIC HT  -         231.862 (meters)     760.70  (feet)  COMP
 DH1127  MODELED GRAV-     979,513.3   (mgal)                       NAVD 88
 DH1127
 DH1127  VERT ORDER  -  FIRST     CLASS II
 DH1127
 DH1127.The horizontal coordinates were scaled from a topographic map and have
 DH1127.an estimated accuracy of +/- 6 seconds.
 DH1127
 DH1127.The orthometric height was determined by differential leveling
 DH1127.and adjusted by the National Geodetic Survey in June 1991..
 DH1127
 DH1127.The geoid height was determined by GEOID03.
 DH1127
 DH1127.The dynamic height is computed by dividing the NAVD 88
 DH1127.geopotential number by the normal gravity value computed on the
 DH1127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1127.degrees latitude (g = 980.6199 gals.).
 DH1127
 DH1127.The modeled gravity was interpolated from observed gravity values.
 DH1127
 DH1127;                    North         East    Units  Estimated Accuracy
 DH1127;SPC AL W     -   397,390.      679,990.      MT  (+/- 180 meters Scaled)
 DH1127
 DH1127                          SUPERSEDED SURVEY CONTROL
 DH1127
 DH1127.No superseded survey control is available for this station.
 DH1127
 DH1127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC335157(NAD 83)
 DH1127_MARKER: DB = BENCH MARK DISK
 DH1127_SETTING: 66 = SET IN ROCK OUTCROP
 DH1127_SP_SET: SET IN ROCK OUTCROP
 DH1127_STAMPING: G 238 1947
 DH1127_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH1127+STABILITY: POSITION/ELEVATION WELL
 DH1127
 DH1127  HISTORY     - Date     Condition        Report By
 DH1127  HISTORY     - 1947     MONUMENTED       CGS
 DH1127  HISTORY     - 1980     GOOD             NGS
 DH1127
 DH1127                          STATION DESCRIPTION
 DH1127
 DH1127'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1127'IN ALTON.
 DH1127'AT ALTON, ALONG THE SEABOARD AIR LINE RAILWAY, 131 FEET NORTHEAST OF
 DH1127'THE NORTHEAST CORNER OF THE STATION, 7 RAILS NORTHEAST OF A ROAD
 DH1127'CROSSING, 19.7 FEET SOUTHEAST OF THE SOUTHEAST RAIL OF THE MAIN TRACK,
 DH1127'12.2 FEET SOUTHEAST OF A MAIL CRANE, 7.5 FEET SOUTHWEST OF A TELEGRAPH
 DH1127'POLE, 1.5 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 DH1127'WITH THE RAIL AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6
 DH1127'INCHES.
 DH1127
 DH1127                          STATION RECOVERY (1980)
 DH1127
 DH1127'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DH1127'IN ALTON, AT THE SEABOARD AND COAST LINE RAILROAD CROSSING OLD ALTON
 DH1127'ROAD, SET SOUTHWEST OF THE SECOND POWER POLE NORTHEAST OF THE CROSSING
 DH1127'WITH A GUY WIRE, 80.9 METERS (268 FEET) NORTHEAST OF THE CENTER OF OLD
 DH1127'ALTON ROAD, 5.92 METERS (19.7 FEET) SOUTHEAST OF THE SOUTHEAST RAIL,
 DH1127'2.29 METERS (7.5 FEET) SOUTHWEST OF THE SECOND POWER POLE NORTHEAST OF
 DH1127'THE CROSSING.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1201 ***********************************************************************
 DH1201  DESIGNATION -  G 239
 DH1201  PID         -  DH1201
 DH1201  STATE/COUNTY-  AL/JEFFERSON
 DH1201  USGS QUAD   -  PINSON (1979)
 DH1201
 DH1201                         *CURRENT SURVEY CONTROL
 DH1201  ___________________________________________________________________
 DH1201* NAD 83(1986)-  33 38 30.     (N)    086 41 00.     (W)     SCALED    
 DH1201* NAVD 88     -       262.068  (meters)     859.80   (feet)  ADJUSTED  
 DH1201  ___________________________________________________________________
 DH1201  GEOID HEIGHT-         -29.14  (meters)                     GEOID03
 DH1201  DYNAMIC HT  -         261.777 (meters)     858.85  (feet)  COMP
 DH1201  MODELED GRAV-     979,520.4   (mgal)                       NAVD 88
 DH1201
 DH1201  VERT ORDER  -  SECOND    CLASS 0
 DH1201
 DH1201.The horizontal coordinates were scaled from a topographic map and have
 DH1201.an estimated accuracy of +/- 6 seconds.
 DH1201
 DH1201.The orthometric height was determined by differential leveling
 DH1201.and adjusted by the National Geodetic Survey in June 1991..
 DH1201
 DH1201.The geoid height was determined by GEOID03.
 DH1201
 DH1201.The dynamic height is computed by dividing the NAVD 88
 DH1201.geopotential number by the normal gravity value computed on the
 DH1201.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1201.degrees latitude (g = 980.6199 gals.).
 DH1201
 DH1201.The modeled gravity was interpolated from observed gravity values.
 DH1201
 DH1201;                    North         East    Units  Estimated Accuracy
 DH1201;SPC AL W     -   404,070.      675,760.      MT  (+/- 180 meters Scaled)
 DH1201
 DH1201                          SUPERSEDED SURVEY CONTROL
 DH1201
 DH1201  NGVD 29 (??/??/92)  262.023  (m)          859.65   (f) ADJ UNCH    2 0
 DH1201
 DH1201.Superseded values are not recommended for survey control.
 DH1201.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1201.See file dsdata.txt to determine how the superseded data were derived.
 DH1201
 DH1201_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC293224(NAD 83)
 DH1201_MARKER: DB = BENCH MARK DISK
 DH1201_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH1201_SP_SET: BUILDING
 DH1201_STAMPING: G 239 1947
 DH1201_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH1201_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH1201+SATELLITE: SATELLITE OBSERVATIONS - June 19, 2005
 DH1201
 DH1201  HISTORY     - Date     Condition        Report By
 DH1201  HISTORY     - 1947     MONUMENTED       CGS
 DH1201  HISTORY     - 20050619 GOOD             GEOCAC
 DH1201
 DH1201                          STATION DESCRIPTION
 DH1201
 DH1201'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1201'IN CENTER POINT.
 DH1201'AT CENTER POINT, SET IN THE WEST FACE OF THE BRICK FOUNDATION OF THE
 DH1201'BROWN MEMORIAL METHODIST CHURCH, ALONG STATE HIGHWAY 38, ACROSS A
 DH1201'GRAVEL ROAD LEADING EAST FROM THE CENTER POINT SCHOOL, 1 FOOT NORTH OF
 DH1201'THE SOUTHWEST CORNER OF THE CHURCH, 1.8 FEET ABOVE THE GROUND AND SET
 DH1201'VERTICALLY IN A DRILL HOLE.
 DH1201
 DH1201                          STATION RECOVERY (2005)
 DH1201
 DH1201'RECOVERY NOTE BY GEOCACHING 2005 (MM)
 DH1201'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0535 ***********************************************************************
 BT0535  DESIGNATION -  G 24
 BT0535  PID         -  BT0535
 BT0535  STATE/COUNTY-  AL/BARBOUR
 BT0535  USGS QUAD   -  CLAYTON SOUTH (1967)
 BT0535
 BT0535                         *CURRENT SURVEY CONTROL
 BT0535  ___________________________________________________________________
 BT0535* NAD 83(1986)-  31 51 50.     (N)    085 28 15.     (W)     SCALED    
 BT0535* NAVD 88     -       176.502  (meters)     579.07   (feet)  ADJUSTED  
 BT0535  ___________________________________________________________________
 BT0535  GEOID HEIGHT-         -26.19  (meters)                     GEOID03
 BT0535  DYNAMIC HT  -         176.294 (meters)     578.39  (feet)  COMP
 BT0535  MODELED GRAV-     979,459.9   (mgal)                       NAVD 88
 BT0535
 BT0535  VERT ORDER  -  SECOND    CLASS 0
 BT0535
 BT0535.The horizontal coordinates were scaled from a topographic map and have
 BT0535.an estimated accuracy of +/- 6 seconds.
 BT0535
 BT0535.The orthometric height was determined by differential leveling
 BT0535.and adjusted by the National Geodetic Survey in June 1991..
 BT0535
 BT0535.The geoid height was determined by GEOID03.
 BT0535
 BT0535.The dynamic height is computed by dividing the NAVD 88
 BT0535.geopotential number by the normal gravity value computed on the
 BT0535.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0535.degrees latitude (g = 980.6199 gals.).
 BT0535
 BT0535.The modeled gravity was interpolated from observed gravity values.
 BT0535
 BT0535;                    North         East    Units  Estimated Accuracy
 BT0535;SPC AL E     -   151,270.      234,300.      MT  (+/- 180 meters Scaled)
 BT0535
 BT0535                          SUPERSEDED SURVEY CONTROL
 BT0535
 BT0535  NGVD 29 (??/??/92)  176.515  (m)          579.12   (f) ADJ UNCH    2 0
 BT0535
 BT0535.Superseded values are not recommended for survey control.
 BT0535.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0535.See file dsdata.txt to determine how the superseded data were derived.
 BT0535
 BT0535_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA446263(NAD 83)
 BT0535_MARKER: DB = BENCH MARK DISK
 BT0535_SETTING: 0 = UNSPECIFIED SETTING
 BT0535_STAMPING: G 24 1934
 BT0535_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BT0535
 BT0535  HISTORY     - Date     Condition        Report By
 BT0535  HISTORY     - 1934     MONUMENTED       CGS
 BT0535
 BT0535                          STATION DESCRIPTION
 BT0535
 BT0535'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT0535'1.9 MI SW FROM CLAYTON.
 BT0535'ALONG THE RIGHT OF WAY OF THE CENTRAL OF GEORGIA RAILROAD, 13 1/2
 BT0535'RAIL LENGTHS N. OF MILE POST O 37, 30 FEET N. OF PRIVATE ROAD
 BT0535'CROSSING, 8 FEET E. OF S.E. CORNER OF WOODEN HOUSE, 24 FEET W. OF
 BT0535'TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1187 ***********************************************************************
 DH1187  DESIGNATION -  G 240
 DH1187  PID         -  DH1187
 DH1187  STATE/COUNTY-  AL/JEFFERSON
 DH1187  USGS QUAD   -  ARGO (1970)
 DH1187
 DH1187                         *CURRENT SURVEY CONTROL
 DH1187  ___________________________________________________________________
 DH1187* NAD 83(1986)-  33 42 54.     (N)    086 34 40.     (W)     SCALED    
 DH1187* NAVD 88     -       289.931  (meters)     951.22   (feet)  ADJUSTED  
 DH1187  ___________________________________________________________________
 DH1187  GEOID HEIGHT-         -29.15  (meters)                     GEOID03
 DH1187  DYNAMIC HT  -         289.608 (meters)     950.16  (feet)  COMP
 DH1187  MODELED GRAV-     979,513.0   (mgal)                       NAVD 88
 DH1187
 DH1187  VERT ORDER  -  SECOND    CLASS 0
 DH1187
 DH1187.The horizontal coordinates were scaled from a topographic map and have
 DH1187.an estimated accuracy of +/- 6 seconds.
 DH1187
 DH1187.The orthometric height was determined by differential leveling
 DH1187.and adjusted by the National Geodetic Survey in June 1991..
 DH1187
 DH1187.The geoid height was determined by GEOID03.
 DH1187
 DH1187.The dynamic height is computed by dividing the NAVD 88
 DH1187.geopotential number by the normal gravity value computed on the
 DH1187.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1187.degrees latitude (g = 980.6199 gals.).
 DH1187
 DH1187.The modeled gravity was interpolated from observed gravity values.
 DH1187
 DH1187;                    North         East    Units  Estimated Accuracy
 DH1187;SPC AL W     -   412,290.      685,480.      MT  (+/- 180 meters Scaled)
 DH1187
 DH1187                          SUPERSEDED SURVEY CONTROL
 DH1187
 DH1187  NGVD 29 (??/??/92)  289.878  (m)          951.04   (f) ADJ UNCH    2 0
 DH1187
 DH1187.Superseded values are not recommended for survey control.
 DH1187.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1187.See file dsdata.txt to determine how the superseded data were derived.
 DH1187
 DH1187_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC391306(NAD 83)
 DH1187_MARKER: DB = BENCH MARK DISK
 DH1187_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1187_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1187_STAMPING: G 240 1947
 DH1187_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1187+STABILITY: SURFACE MOTION
 DH1187
 DH1187  HISTORY     - Date     Condition        Report By
 DH1187  HISTORY     - 1947     MONUMENTED       CGS
 DH1187
 DH1187                          STATION DESCRIPTION
 DH1187
 DH1187'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH1187'1.85 MI NE FROM CLAY.
 DH1187'ABOUT 1.85 MILES NORTHEAST ALONG AN OILED ROAD LEADING TO SPRINGVILLE
 DH1187'FROM THE SCHOOL AT CLAY, AT THE RESIDENCE OF J. WARE, 99 FEET NORTH OF
 DH1187'THE NORTH CORNER OF THE HOUSE, 28 FEET NORTHEAST OF THE CENTER LINE OF
 DH1187'THE DRIVEWAY, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE HIGHWAY, 9
 DH1187'FEET NORTHEAST OF A FENCE CORNER, 2 FEET NORTHWEST OF A FENCE LINE,
 DH1187'AND IN THE TOP OF A CONCRETE POST PROJECTING 6-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0084 ***********************************************************************
 DH0084  DESIGNATION -  G 242
 DH0084  PID         -  DH0084
 DH0084  STATE/COUNTY-  AL/ST CLAIR
 DH0084  USGS QUAD   -  OHATCHEE (1949)
 DH0084
 DH0084                         *CURRENT SURVEY CONTROL
 DH0084  ___________________________________________________________________
 DH0084* NAD 83(1986)-  33 47 08.     (N)    086 03 55.     (W)     SCALED    
 DH0084* NAVD 88     -       148.230  (meters)     486.32   (feet)  ADJUSTED  
 DH0084  ___________________________________________________________________
 DH0084  GEOID HEIGHT-         -28.96  (meters)                     GEOID03
 DH0084  DYNAMIC HT  -         148.073 (meters)     485.80  (feet)  COMP
 DH0084  MODELED GRAV-     979,573.1   (mgal)                       NAVD 88
 DH0084
 DH0084  VERT ORDER  -  SECOND    CLASS 0
 DH0084
 DH0084.The horizontal coordinates were scaled from a topographic map and have
 DH0084.an estimated accuracy of +/- 6 seconds.
 DH0084
 DH0084.The orthometric height was determined by differential leveling
 DH0084.and adjusted by the National Geodetic Survey in June 1991..
 DH0084
 DH0084.The geoid height was determined by GEOID03.
 DH0084
 DH0084.The dynamic height is computed by dividing the NAVD 88
 DH0084.geopotential number by the normal gravity value computed on the
 DH0084.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0084.degrees latitude (g = 980.6199 gals.).
 DH0084
 DH0084.The modeled gravity was interpolated from observed gravity values.
 DH0084
 DH0084;                    North         East    Units  Estimated Accuracy
 DH0084;SPC AL E     -   364,340.      178,520.      MT  (+/- 180 meters Scaled)
 DH0084
 DH0084                          SUPERSEDED SURVEY CONTROL
 DH0084
 DH0084  NGVD 29 (??/??/92)  148.176  (m)          486.14   (f) ADJ UNCH    2 0
 DH0084
 DH0084.Superseded values are not recommended for survey control.
 DH0084.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0084.See file dsdata.txt to determine how the superseded data were derived.
 DH0084
 DH0084_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC865387(NAD 83)
 DH0084_MARKER: DB = BENCH MARK DISK
 DH0084_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DH0084_SP_SET: BRIDGE
 DH0084_STAMPING: G 242 1947
 DH0084_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DH0084
 DH0084  HISTORY     - Date     Condition        Report By
 DH0084  HISTORY     - 1947     MONUMENTED       CGS
 DH0084
 DH0084                          STATION DESCRIPTION
 DH0084
 DH0084'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0084'1.2 MI N FROM LOCK.
 DH0084'ABOUT 1.2 MILES NORTH ALONG A GRAVEL ROAD LEADING TO GREENSPORT FROM
 DH0084'THE KEEPERS HOUSE FOR LOCK NO. 3 AT LOCK, ABOUT 0.6 MILE NORTH OF THE
 DH0084'Y JUNCTION OF A ROAD LEADING SOUTHWEST TO RAGLAND, SET IN THE TOP OF
 DH0084'THE SOUTH END OF THE EAST HEADWALL AND RAILING OF A 30 FOOT CONCRETE
 DH0084'BRIDGE OVER BRIDGE CREEK, 12 FEET EAST OF AND 1.4 FEET ABOVE THE
 DH0084'CENTER LINE OF THE ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0066 ***********************************************************************
 DH0066  DESIGNATION -  G 243
 DH0066  PID         -  DH0066
 DH0066  STATE/COUNTY-  AL/ST CLAIR
 DH0066  USGS QUAD   -  STEELE (1972)
 DH0066
 DH0066                         *CURRENT SURVEY CONTROL
 DH0066  ___________________________________________________________________
 DH0066* NAD 83(1986)-  33 57 03.     (N)    086 11 34.     (W)     SCALED    
 DH0066* NAVD 88     -       175.457  (meters)     575.65   (feet)  ADJUSTED  
 DH0066  ___________________________________________________________________
 DH0066  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0066  DYNAMIC HT  -         175.268 (meters)     575.03  (feet)  COMP
 DH0066  MODELED GRAV-     979,552.7   (mgal)                       NAVD 88
 DH0066
 DH0066  VERT ORDER  -  SECOND    CLASS 0
 DH0066
 DH0066.The horizontal coordinates were scaled from a topographic map and have
 DH0066.an estimated accuracy of +/- 6 seconds.
 DH0066
 DH0066.The orthometric height was determined by differential leveling
 DH0066.and adjusted by the National Geodetic Survey in June 1991..
 DH0066
 DH0066.The geoid height was determined by GEOID03.
 DH0066
 DH0066.The dynamic height is computed by dividing the NAVD 88
 DH0066.geopotential number by the normal gravity value computed on the
 DH0066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0066.degrees latitude (g = 980.6199 gals.).
 DH0066
 DH0066.The modeled gravity was interpolated from observed gravity values.
 DH0066
 DH0066;                    North         East    Units  Estimated Accuracy
 DH0066;SPC AL E     -   382,710.      166,780.      MT  (+/- 180 meters Scaled)
 DH0066
 DH0066                          SUPERSEDED SURVEY CONTROL
 DH0066
 DH0066  NGVD 29 (??/??/92)  175.424  (m)          575.54   (f) ADJ UNCH    2 0
 DH0066
 DH0066.Superseded values are not recommended for survey control.
 DH0066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0066.See file dsdata.txt to determine how the superseded data were derived.
 DH0066
 DH0066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC745569(NAD 83)
 DH0066_MARKER: DB = BENCH MARK DISK
 DH0066_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0066_SP_SET: CULVERT
 DH0066_STAMPING: G 243 1947
 DH0066_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0066
 DH0066  HISTORY     - Date     Condition        Report By
 DH0066  HISTORY     - 1947     MONUMENTED       CGS
 DH0066
 DH0066                          STATION DESCRIPTION
 DH0066
 DH0066'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 DH0066'1.15 MI NE FROM STEELE.
 DH0066'ABOUT 1.15 MILES NORTHEAST ALONG U.S. HIGHWAY 11 ALTERNATE FROM THE
 DH0066'POST OFFICE AT STEELE, IN THE TOP OF THE SOUTHWEST END OF THE
 DH0066'SOUTHEAST HEADWALL OF A TRIPLE 5 X 10 FOOT CONCRETE BOX CULVERT, 17
 DH0066'FEET SOUTHEAST OF AND ABOUT ONE FOOT BELOW THE CENTER LINE OF THE
 DH0066'HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1180 ***********************************************************************
 EE1180  DESIGNATION -  G 244
 EE1180  PID         -  EE1180
 EE1180  STATE/COUNTY-  AL/CHEROKEE
 EE1180  USGS QUAD   -  LITTLE RIVER (1986)
 EE1180
 EE1180                         *CURRENT SURVEY CONTROL
 EE1180  ___________________________________________________________________
 EE1180* NAD 83(1986)-  34 16 56.     (N)    085 40 21.     (W)     SCALED    
 EE1180* NAVD 88     -       180.888  (meters)     593.46   (feet)  ADJUSTED  
 EE1180  ___________________________________________________________________
 EE1180  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE1180  DYNAMIC HT  -         180.703 (meters)     592.86  (feet)  COMP
 EE1180  MODELED GRAV-     979,609.3   (mgal)                       NAVD 88
 EE1180
 EE1180  VERT ORDER  -  SECOND    CLASS 0
 EE1180
 EE1180.The horizontal coordinates were scaled from a topographic map and have
 EE1180.an estimated accuracy of +/- 6 seconds.
 EE1180
 EE1180.The orthometric height was determined by differential leveling
 EE1180.and adjusted by the National Geodetic Survey in June 1991..
 EE1180
 EE1180.The geoid height was determined by GEOID03.
 EE1180
 EE1180.The dynamic height is computed by dividing the NAVD 88
 EE1180.geopotential number by the normal gravity value computed on the
 EE1180.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1180.degrees latitude (g = 980.6199 gals.).
 EE1180
 EE1180.The modeled gravity was interpolated from observed gravity values.
 EE1180
 EE1180;                    North         East    Units  Estimated Accuracy
 EE1180;SPC AL E     -   419,420.      214,810.      MT  (+/- 180 meters Scaled)
 EE1180
 EE1180                          SUPERSEDED SURVEY CONTROL
 EE1180
 EE1180  NGVD 29 (??/??/92)  180.867  (m)          593.39   (f) ADJ UNCH    2 0
 EE1180
 EE1180.Superseded values are not recommended for survey control.
 EE1180.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1180.See file dsdata.txt to determine how the superseded data were derived.
 EE1180
 EE1180_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC221942(NAD 83)
 EE1180_MARKER: DB = BENCH MARK DISK
 EE1180_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1180_SP_SET: ABUTMENT
 EE1180_STAMPING: G 244 1947
 EE1180_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1180_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1180+SATELLITE: SATELLITE OBSERVATIONS - August 16, 2001
 EE1180
 EE1180  HISTORY     - Date     Condition        Report By
 EE1180  HISTORY     - 1947     MONUMENTED       CGS
 EE1180  HISTORY     - 1966     GOOD             NGS
 EE1180  HISTORY     - 20010816 GOOD             ALHD
 EE1180
 EE1180                          STATION DESCRIPTION
 EE1180
 EE1180'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1180'4.6 MI NE FROM BLUE POND.
 EE1180'ABOUT 4.55 MILES NORTHEAST ALONG A COUNTY ROAD TO BLANCHE FROM
 EE1180'THE CROSSROADS AT BLUE POND, AT LITTLE RIVER COMMUNITY, SET IN
 EE1180'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 EE1180'OF A LARGE CONCRETE DECK STEEL BRIDGE OVER LITTLE RIVER, 11 FEET
 EE1180'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTHEAST OF
 EE1180'THE STEEL BANISTER AND ABOUT LEVEL WITH THE ROAD.
 EE1180
 EE1180                          STATION RECOVERY (1966)
 EE1180
 EE1180'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EE1180'RECOVERED IN GOOD CONDITION.
 EE1180
 EE1180                          STATION RECOVERY (2001)
 EE1180
 EE1180'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2001 (JDS)
 EE1180'DISK STAMPED G 244 RESET 1973 WAS RECOVERED IN GOOD CONDITION AS
 EE1180'DESCRIBED FOR G 244 1947.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1181 ***********************************************************************
 EE1181  DESIGNATION -  G 244 RESET
 EE1181  PID         -  EE1181
 EE1181  STATE/COUNTY-  AL/CHEROKEE
 EE1181  USGS QUAD   -  LITTLE RIVER (1986)
 EE1181
 EE1181                         *CURRENT SURVEY CONTROL
 EE1181  ___________________________________________________________________
 EE1181* NAD 83(1986)-  34 16 56.     (N)    085 40 21.     (W)     SCALED    
 EE1181* NAVD 88     -       181.00   (meters)     593.8    (feet)  RESET     
 EE1181  ___________________________________________________________________
 EE1181  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE1181
 EE1181  VERT ORDER  -  THIRD
 EE1181
 EE1181.The horizontal coordinates were scaled from a topographic map and have
 EE1181.an estimated accuracy of +/- 6 seconds.
 EE1181
 EE1181.The orthometric height was computed from unverified reset data.
 EE1181
 EE1181.The geoid height was determined by GEOID03.
 EE1181
 EE1181;                    North         East    Units  Estimated Accuracy
 EE1181;SPC AL E     -   419,420.      214,810.      MT  (+/- 180 meters Scaled)
 EE1181
 EE1181                          SUPERSEDED SURVEY CONTROL
 EE1181
 EE1181.No superseded survey control is available for this station.
 EE1181
 EE1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC221942(NAD 83)
 EE1181_MARKER: DD = SURVEY DISK
 EE1181_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1181_SP_SET: ABUTMENT
 EE1181_STAMPING: G 244 RESET 1973
 EE1181_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1181
 EE1181  HISTORY     - Date     Condition        Report By
 EE1181  HISTORY     - 1973     MONUMENTED       ALHD
 EE1181
 EE1181                          STATION DESCRIPTION
 EE1181
 EE1181'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1973
 EE1181'4.6 MI NE FROM BLUE POND.
 EE1181'ABOUT 4.55 MILES NORTHEAST ALONG A COUNTY ROAD TO BLANCHE FROM
 EE1181'THE CROSSROADS AT BLUE POND, AT LITTLE RIVER COMMUNITY, SET IN
 EE1181'THE TOP OF THE SOUTHEAST END OF THE NORTHEAST CONCRETE ABUTMENT
 EE1181'OF A LARGE CONCRETE DECK STEEL BRIDGE OVER LITTLE RIVER, 11 FEET
 EE1181'SOUTHEAST OF THE CENTER LINE OF THE ROAD, 1 FOOT SOUTHEAST OF THE
 EE1181'STEEL BANISTER AND ABOUT LEVEL WITH THE ROAD.  RESET IS BELIEVED
 EE1181'TO BE IN THE SAME AREA AS THE ORIGINAL MARK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1369 ***********************************************************************
 DG1369  DESIGNATION -  G 245
 DG1369  PID         -  DG1369
 DG1369  STATE/COUNTY-  AL/CLEBURNE
 DG1369  USGS QUAD   -  BORDEN SPRINGS (1983)
 DG1369
 DG1369                         *CURRENT SURVEY CONTROL
 DG1369  ___________________________________________________________________
 DG1369* NAD 83(1986)-  33 56 51.     (N)    085 25 34.     (W)     SCALED    
 DG1369* NAVD 88     -       279.537  (meters)     917.11   (feet)  ADJUSTED  
 DG1369  ___________________________________________________________________
 DG1369  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1369  DYNAMIC HT  -         279.241 (meters)     916.14  (feet)  COMP
 DG1369  MODELED GRAV-     979,568.1   (mgal)                       NAVD 88
 DG1369
 DG1369  VERT ORDER  -  FIRST     CLASS II
 DG1369
 DG1369.The horizontal coordinates were scaled from a topographic map and have
 DG1369.an estimated accuracy of +/- 6 seconds.
 DG1369
 DG1369.The orthometric height was determined by differential leveling
 DG1369.and adjusted by the National Geodetic Survey in June 1991..
 DG1369
 DG1369.The geoid height was determined by GEOID03.
 DG1369
 DG1369.The dynamic height is computed by dividing the NAVD 88
 DG1369.geopotential number by the normal gravity value computed on the
 DG1369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1369.degrees latitude (g = 980.6199 gals.).
 DG1369
 DG1369.The modeled gravity was interpolated from observed gravity values.
 DG1369
 DG1369;                    North         East    Units  Estimated Accuracy
 DG1369;SPC AL E     -   382,360.      237,640.      MT  (+/- 180 meters Scaled)
 DG1369
 DG1369                          SUPERSEDED SURVEY CONTROL
 DG1369
 DG1369  NGVD 29 (??/??/92)  279.461  (m)          916.87   (f) ADJ UNCH    1 2
 DG1369
 DG1369.Superseded values are not recommended for survey control.
 DG1369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1369.See file dsdata.txt to determine how the superseded data were derived.
 DG1369
 DG1369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC454574(NAD 83)
 DG1369_MARKER: DB = BENCH MARK DISK
 DG1369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1369_STAMPING: G 245 1948
 DG1369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1369+STABILITY: SURFACE MOTION
 DG1369
 DG1369  HISTORY     - Date     Condition        Report By
 DG1369  HISTORY     - 1948     MONUMENTED       CGS
 DG1369
 DG1369                          STATION DESCRIPTION
 DG1369
 DG1369'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1369'3.0 MI E FROM BORDEN SPRINGS.
 DG1369'ABOUT 3.0 MILES EAST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 DG1369'STATION AT BORDEN SPRINGS, ABOUT 1.45 MILES EAST OF THE STATION
 DG1369'AT PALESTINE, ABOUT 2.25 MILES WEST OF THE STATION AT ESOM,
 DG1369'GEORGIA-POLK COUNTY, ABOUT 75 YARDS WEST OF THE EAST END OF A FILL,
 DG1369'48 FEET SOUTH AND DIRECTLY ACROSS THE TRACK FROM MILE POST
 DG1369'643, 35.5 FEET SOUTH OF THE SOUTH RAIL, 5 FEET WEST OF A
 DG1369'TELEGRAPH POLE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 DG1369'7 FEET BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 DG1369'PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1341 ***********************************************************************
 DG1341  DESIGNATION -  G 246
 DG1341  PID         -  DG1341
 DG1341  STATE/COUNTY-  AL/CLEBURNE
 DG1341  USGS QUAD   -  OAK LEVEL (1983)
 DG1341
 DG1341                         *CURRENT SURVEY CONTROL
 DG1341  ___________________________________________________________________
 DG1341* NAD 83(1986)-  33 46 58.     (N)    085 25 28.     (W)     SCALED    
 DG1341* NAVD 88     -       320.647  (meters)    1051.99   (feet)  ADJUSTED  
 DG1341  ___________________________________________________________________
 DG1341  GEOID HEIGHT-         -28.72  (meters)                     GEOID03
 DG1341  DYNAMIC HT  -         320.299 (meters)    1050.85  (feet)  COMP
 DG1341  MODELED GRAV-     979,544.1   (mgal)                       NAVD 88
 DG1341
 DG1341  VERT ORDER  -  SECOND    CLASS 0
 DG1341
 DG1341.The horizontal coordinates were scaled from a topographic map and have
 DG1341.an estimated accuracy of +/- 6 seconds.
 DG1341
 DG1341.The orthometric height was determined by differential leveling
 DG1341.and adjusted by the National Geodetic Survey in June 1991..
 DG1341
 DG1341.The geoid height was determined by GEOID03.
 DG1341
 DG1341.The dynamic height is computed by dividing the NAVD 88
 DG1341.geopotential number by the normal gravity value computed on the
 DG1341.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1341.degrees latitude (g = 980.6199 gals.).
 DG1341
 DG1341.The modeled gravity was interpolated from observed gravity values.
 DG1341
 DG1341;                    North         East    Units  Estimated Accuracy
 DG1341;SPC AL E     -   364,090.      237,870.      MT  (+/- 180 meters Scaled)
 DG1341
 DG1341                          SUPERSEDED SURVEY CONTROL
 DG1341
 DG1341  NGVD 29 (??/??/92)  320.579  (m)         1051.77   (f) ADJ UNCH    2 0
 DG1341
 DG1341.Superseded values are not recommended for survey control.
 DG1341.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1341.See file dsdata.txt to determine how the superseded data were derived.
 DG1341
 DG1341_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC458391(NAD 83)
 DG1341_MARKER: DB = BENCH MARK DISK
 DG1341_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1341_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1341_STAMPING: G 246 1948
 DG1341_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1341+STABILITY: SURFACE MOTION
 DG1341
 DG1341  HISTORY     - Date     Condition        Report By
 DG1341  HISTORY     - 1948     MONUMENTED       CGS
 DG1341
 DG1341                          STATION DESCRIPTION
 DG1341
 DG1341'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1341'4.1 MI N FROM FRUITHURST.
 DG1341'ABOUT 4.1 MILES NORTH ALONG THE OAK LEVEL HIGHWAY FROM THE POST
 DG1341'OFFICE AT FRUITHURST, ABOUT 2.75 MILES SOUTH OF THE CROSSROADS
 DG1341'AT LIPHAM, AT CROSSROADS SCHOOL, 44 FEET EAST OF THE CENTER LINE
 DG1341'OF THE HIGHWAY, 74 FEET NORTHWEST OF THE NORTHWEST CORNER OF
 DG1341'THE SCHOOL BUILDING, 27 FEET NORTHWEST OF THE CENTER OF A WELL,
 DG1341'40 FEET SOUTHEAST OF A POWER POLE, 2 FEET EAST OF A WHITE WOODEN
 DG1341'WITNESS POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 DG1341'CONCRETE POST PROJECTING 3 IN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2019 ***********************************************************************
 DG2019  DESIGNATION -  G 247
 DG2019  PID         -  DG2019
 DG2019  STATE/COUNTY-  AL/CALHOUN
 DG2019  USGS QUAD   -  PIEDMONT (1983)
 DG2019
 DG2019                         *CURRENT SURVEY CONTROL
 DG2019  ___________________________________________________________________
 DG2019* NAD 83(1986)-  33 54 23.     (N)    085 36 33.     (W)     SCALED    
 DG2019* NAVD 88     -       213.792  (meters)     701.42   (feet)  ADJUSTED  
 DG2019  ___________________________________________________________________
 DG2019  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG2019  DYNAMIC HT  -         213.566 (meters)     700.67  (feet)  COMP
 DG2019  MODELED GRAV-     979,574.4   (mgal)                       NAVD 88
 DG2019
 DG2019  VERT ORDER  -  FIRST     CLASS II
 DG2019
 DG2019.The horizontal coordinates were scaled from a topographic map and have
 DG2019.an estimated accuracy of +/- 6 seconds.
 DG2019
 DG2019.The orthometric height was determined by differential leveling
 DG2019.and adjusted by the National Geodetic Survey in June 1991..
 DG2019
 DG2019.The geoid height was determined by GEOID03.
 DG2019
 DG2019.The dynamic height is computed by dividing the NAVD 88
 DG2019.geopotential number by the normal gravity value computed on the
 DG2019.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2019.degrees latitude (g = 980.6199 gals.).
 DG2019
 DG2019.The modeled gravity was interpolated from observed gravity values.
 DG2019
 DG2019;                    North         East    Units  Estimated Accuracy
 DG2019;SPC AL E     -   377,740.      220,730.      MT  (+/- 180 meters Scaled)
 DG2019
 DG2019                          SUPERSEDED SURVEY CONTROL
 DG2019
 DG2019  NGVD 29 (??/??/92)  213.718  (m)          701.17   (f) ADJ UNCH    1 2
 DG2019
 DG2019.Superseded values are not recommended for survey control.
 DG2019.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2019.See file dsdata.txt to determine how the superseded data were derived.
 DG2019
 DG2019_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC285526(NAD 83)
 DG2019_MARKER: DB = BENCH MARK DISK
 DG2019_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG2019_SP_SET: CULVERT
 DG2019_STAMPING: G 247 1948
 DG2019_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG2019
 DG2019  HISTORY     - Date     Condition        Report By
 DG2019  HISTORY     - 1948     MONUMENTED       CGS
 DG2019  HISTORY     - 1980     GOOD             NGS
 DG2019
 DG2019                          STATION DESCRIPTION
 DG2019
 DG2019'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2019'1.2 MI SSE FROM PIEDMONT.
 DG2019'ABOUT 1.2 MILES SOUTH AND SOUTHEAST ALONG THE WHITE PLAINS ROAD
 DG2019'FROM ITS INTERSECTION WITH THE SEABOARD AIRLINE RAILWAY 1 BLOCK
 DG2019'WEST OF THE STATION AT PIEDMONT, AT THE CENTER OF A LONG CURVE
 DG2019'WITH TANGENTS SOUTHWEST AND NORTHWEST, 46 YARDS SOUTH OF HIGHWAY
 DG2019'R/W MARKER POST 27+70-- 23, SET IN THE TOP OF THE NORTH END OF
 DG2019'THE EAST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERT, 21 FEET
 DG2019'EAST OF AND ABOUT LEVEL WITH THE ROAD.
 DG2019
 DG2019                          STATION RECOVERY (1980)
 DG2019
 DG2019'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1980
 DG2019'NOTE-WHITE PLAINS ROAD IS NOW STATE HIGHWAY 9.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1984 ***********************************************************************
 DG1984  DESIGNATION -  G 248 RESET
 DG1984  PID         -  DG1984
 DG1984  STATE/COUNTY-  AL/CALHOUN
 DG1984  USGS QUAD   -  JACKSONVILLE WEST (1972)
 DG1984
 DG1984                         *CURRENT SURVEY CONTROL
 DG1984  ___________________________________________________________________
 DG1984* NAD 83(1986)-  33 45 48.     (N)    085 46 25.     (W)     SCALED    
 DG1984* NAVD 88     -       213.40   (meters)     700.1    (feet)  RESET     
 DG1984  ___________________________________________________________________
 DG1984  GEOID HEIGHT-         -28.76  (meters)                     GEOID03
 DG1984
 DG1984  VERT ORDER  -  THIRD
 DG1984
 DG1984.The horizontal coordinates were scaled from a topographic map and have
 DG1984.an estimated accuracy of +/- 6 seconds.
 DG1984
 DG1984.The orthometric height was computed from unverified reset data.
 DG1984
 DG1984.The geoid height was determined by GEOID03.
 DG1984
 DG1984;                    North         East    Units  Estimated Accuracy
 DG1984;SPC AL E     -   361,860.      205,530.      MT  (+/- 180 meters Scaled)
 DG1984
 DG1984                          SUPERSEDED SURVEY CONTROL
 DG1984
 DG1984.No superseded survey control is available for this station.
 DG1984
 DG1984_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC135365(NAD 83)
 DG1984_MARKER: DB = BENCH MARK DISK
 DG1984_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1984_SP_SET: CULVERT
 DG1984_STAMPING: G 248 RESET 1965
 DG1984_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1984
 DG1984  HISTORY     - Date     Condition        Report By
 DG1984  HISTORY     - 1965     MONUMENTED       CGS
 DG1984
 DG1984                          STATION DESCRIPTION
 DG1984
 DG1984'DESCRIBED BY COAST AND GEODETIC SURVEY 1965
 DG1984'3.8 MI S FROM JACKSONVILLE.
 DG1984'LOCATED 3.75 MILES SOUTH ALONG STATE HIGHWAY 21 FROM THE POST
 DG1984'OFFICE IN JACKSONVILLE, 02. MILE NORTHEAST OF AN EAST-WEST CROSS
 DG1984'ROAD, 24 FEET WEST OF THE CENTERLINE OF STATE HIGHWAY 21, 51 FEET
 DG1984'SOUTH OF THE CENTER OF A DRIVEWAY TO A HOUSE ON TOP OF HILL.  A
 DG1984'STANDARD DISK, STAMPED G 248 RESET 1965 SET IN A DRILL HOLE IN THE
 DG1984'NORTH END OF THE WEST HEADWALL OF A 5 FOOT BOX CULVERT ABOUT 1.5
 DG1984'FEET BELOW THE LEVEL OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1861 ***********************************************************************
 DG1861  DESIGNATION -  G 249 RESET
 DG1861  PID         -  DG1861
 DG1861  STATE/COUNTY-  AL/CLEBURNE
 DG1861  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1861
 DG1861                         *CURRENT SURVEY CONTROL
 DG1861  ___________________________________________________________________
 DG1861* NAD 83(1986)-  33 33 06.     (N)    085 43 00.     (W)     SCALED    
 DG1861* NAVD 88     -       324.11   (meters)    1063.4    (feet)  RESET     
 DG1861  ___________________________________________________________________
 DG1861  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG1861
 DG1861  VERT ORDER  -  THIRD
 DG1861
 DG1861.The horizontal coordinates were scaled from a topographic map and have
 DG1861.an estimated accuracy of +/- 6 seconds.
 DG1861
 DG1861.The orthometric height was computed from unverified reset data.
 DG1861
 DG1861.The geoid height was determined by GEOID03.
 DG1861
 DG1861;                    North         East    Units  Estimated Accuracy
 DG1861;SPC AL E     -   338,380.      210,830.      MT  (+/- 180 meters Scaled)
 DG1861
 DG1861                          SUPERSEDED SURVEY CONTROL
 DG1861
 DG1861.No superseded survey control is available for this station.
 DG1861
 DG1861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC191131(NAD 83)
 DG1861_MARKER: DB = BENCH MARK DISK
 DG1861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1861_STAMPING: G 249 1948 RESET 1969
 DG1861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1861+STABILITY: SURFACE MOTION
 DG1861
 DG1861  HISTORY     - Date     Condition        Report By
 DG1861  HISTORY     - 1969     MONUMENTED       CGS
 DG1861
 DG1861                          STATION DESCRIPTION
 DG1861
 DG1861'DESCRIBED BY COAST AND GEODETIC SURVEY 1969
 DG1861'0.4 MI NW FROM ABLE.
 DG1861'LOCATED 0.35 MILE NORTHWEST SECTION ALONG A BLACK TOP ROAD FROM
 DG1861'THE CHURCH AND CEMETERY AT ABLE, IN THE SOUTHWEST ANGLE OF THE
 DG1861'INTERSECTION OF ALABAMA STATE HIGHWAY 24 AND THE SKYLINE MOTORWAY
 DG1861'AND ABOUT 75 YARDS NORTHWEST OF THE HIGHEST PART OF THE HILL.
 DG1861'IT IS 14 FEET NORTHWEST OF THE PROJECTED CENTER OF A GRAVELED
 DG1861'ROAD LEADING NORTHEAST, 48 FEET SE OF THE CENTER OF STATE
 DG1861'HIGHWAY 24, 124 FEET NORTHWEST OF THE CENTER OF THE SKYLINE
 DG1861'MOTORWAY, 36 FEET NE OF AN 8 FOOT BANK, ON THE NORTHEAST EDGE OF
 DG1861'AN OLD ROAD WAY AND 1 FOOT SOUTHWEST OF A METAL WITNESS POST.  IT
 DG1861'IS A 12-INCH ROUND CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1235 ***********************************************************************
 BT1235  DESIGNATION -  G 25
 BT1235  PID         -  BT1235
 BT1235  STATE/COUNTY-  AL/DALE
 BT1235  USGS QUAD   -  OZARK (1981)
 BT1235
 BT1235                         *CURRENT SURVEY CONTROL
 BT1235  ___________________________________________________________________
 BT1235* NAD 83(1986)-  31 29 15.     (N)    085 40 40.     (W)     SCALED    
 BT1235* NAVD 88     -       104.087  (meters)     341.49   (feet)  ADJUSTED  
 BT1235  ___________________________________________________________________
 BT1235  GEOID HEIGHT-         -26.40  (meters)                     GEOID03
 BT1235  DYNAMIC HT  -         103.961 (meters)     341.08  (feet)  COMP
 BT1235  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 BT1235
 BT1235  VERT ORDER  -  SECOND    CLASS 0
 BT1235
 BT1235.The horizontal coordinates were scaled from a topographic map and have
 BT1235.an estimated accuracy of +/- 6 seconds.
 BT1235
 BT1235.The orthometric height was determined by differential leveling
 BT1235.and adjusted by the National Geodetic Survey in June 1991..
 BT1235
 BT1235.The geoid height was determined by GEOID03.
 BT1235
 BT1235.The dynamic height is computed by dividing the NAVD 88
 BT1235.geopotential number by the normal gravity value computed on the
 BT1235.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1235.degrees latitude (g = 980.6199 gals.).
 BT1235
 BT1235.The modeled gravity was interpolated from observed gravity values.
 BT1235
 BT1235;                    North         East    Units  Estimated Accuracy
 BT1235;SPC AL E     -   109,490.      214,780.      MT  (+/- 180 meters Scaled)
 BT1235
 BT1235                          SUPERSEDED SURVEY CONTROL
 BT1235
 BT1235  NGVD 29 (??/??/92)  104.120  (m)          341.60   (f) ADJ UNCH    2 0
 BT1235
 BT1235.Superseded values are not recommended for survey control.
 BT1235.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1235.See file dsdata.txt to determine how the superseded data were derived.
 BT1235
 BT1235_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV255843(NAD 83)
 BT1235_MARKER: DB = BENCH MARK DISK
 BT1235_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1235_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1235_STAMPING: G 25 1934
 BT1235_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1235+STABILITY: SURFACE MOTION
 BT1235
 BT1235  HISTORY     - Date     Condition        Report By
 BT1235  HISTORY     - 1934     MONUMENTED       CGS
 BT1235  HISTORY     - 1965     MARK NOT FOUND   DMA
 BT1235
 BT1235                          STATION DESCRIPTION
 BT1235
 BT1235'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 BT1235'2.5 MI SE FROM DILLARD.
 BT1235'2.5 MILES SOUTHEAST ALONG THE ATLANTIC COAST LINE
 BT1235'RAILROAD FROM THE STATION AT DILLARD, DALE COUNTY, 16-1/2 RAILS
 BT1235'EAST OF MILEPOST S 323, 4-1/2 RAILS EAST OF A ROAD CROSSING, AND
 BT1235'30 FEET NORTH OF THE TRACK.  A STANDARD DISK, STAMPED G 25 1934
 BT1235'AND SET IN THE TOP OF A CONCRETE POST.
 BT1235
 BT1235                          STATION RECOVERY (1965)
 BT1235
 BT1235'RECOVERY NOTE BY DEFENSE MAP AGENCY 1965
 BT1235'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1874 ***********************************************************************
 DG1874  DESIGNATION -  G 250
 DG1874  PID         -  DG1874
 DG1874  STATE/COUNTY-  AL/CLEBURNE
 DG1874  USGS QUAD   -  HOLLIS CROSSROADS (1983)
 DG1874
 DG1874                         *CURRENT SURVEY CONTROL
 DG1874  ___________________________________________________________________
 DG1874* NAD 83(1986)-  33 30 32.     (N)    085 39 09.     (W)     SCALED    
 DG1874* NAVD 88     -       267.491  (meters)     877.59   (feet)  ADJUSTED  
 DG1874  ___________________________________________________________________
 DG1874  GEOID HEIGHT-         -28.71  (meters)                     GEOID03
 DG1874  DYNAMIC HT  -         267.196 (meters)     876.63  (feet)  COMP
 DG1874  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DG1874
 DG1874  VERT ORDER  -  SECOND    CLASS 0
 DG1874
 DG1874.The horizontal coordinates were scaled from a topographic map and have
 DG1874.an estimated accuracy of +/- 6 seconds.
 DG1874
 DG1874.The orthometric height was determined by differential leveling
 DG1874.and adjusted by the National Geodetic Survey in June 1991..
 DG1874
 DG1874.The geoid height was determined by GEOID03.
 DG1874
 DG1874.The dynamic height is computed by dividing the NAVD 88
 DG1874.geopotential number by the normal gravity value computed on the
 DG1874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1874.degrees latitude (g = 980.6199 gals.).
 DG1874
 DG1874.The modeled gravity was interpolated from observed gravity values.
 DG1874
 DG1874;                    North         East    Units  Estimated Accuracy
 DG1874;SPC AL E     -   333,650.      216,800.      MT  (+/- 180 meters Scaled)
 DG1874
 DG1874                          SUPERSEDED SURVEY CONTROL
 DG1874
 DG1874  NGVD 29 (??/??/92)  267.43   (m)          877.4    (f) COMPUTED    2 0
 DG1874
 DG1874.Superseded values are not recommended for survey control.
 DG1874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1874.See file dsdata.txt to determine how the superseded data were derived.
 DG1874
 DG1874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC251085(NAD 83)
 DG1874_MARKER: DB = BENCH MARK DISK
 DG1874_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DG1874_SP_SET: CULVERT
 DG1874_STAMPING: G 250 1948
 DG1874_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DG1874
 DG1874  HISTORY     - Date     Condition        Report By
 DG1874  HISTORY     - 1948     MONUMENTED       CGS
 DG1874
 DG1874                          STATION DESCRIPTION
 DG1874
 DG1874'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1874'1.4 MI SW FROM HOLLIS SCHOOL.
 DG1874'ABOUT 1.4 MILES SOUTHWEST ALONG STATE HIGHWAY 9 FROM ITS
 DG1874'INTERSECTION WITH STATE HIGHWAY 37 AT HOLLIS SCHOOL, ABOUT 0.85
 DG1874'MILE SOUTHWEST OF THE BRIDGE OVER CARR CREEK, SET IN THE TOP OF
 DG1874'THE NORTHEAST END OF THE NORTHWEST HEAD WALL OF A 7-FOOT CONCRETE
 DG1874'CULVERT, 19.5 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY
 DG1874'AND ABOUT 2 FEET BELOW THE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1096 ***********************************************************************
 EE1096  DESIGNATION -  G 251
 EE1096  PID         -  EE1096
 EE1096  STATE/COUNTY-  AL/CHEROKEE
 EE1096  USGS QUAD   -  CENTRE (1986)
 EE1096
 EE1096                         *CURRENT SURVEY CONTROL
 EE1096  ___________________________________________________________________
 EE1096* NAD 83(1986)-  34 08 25.     (N)    085 39 16.     (W)     SCALED    
 EE1096* NAVD 88     -       193.882  (meters)     636.09   (feet)  ADJUSTED  
 EE1096  ___________________________________________________________________
 EE1096  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 EE1096  DYNAMIC HT  -         193.681 (meters)     635.44  (feet)  COMP
 EE1096  MODELED GRAV-     979,595.0   (mgal)                       NAVD 88
 EE1096
 EE1096  VERT ORDER  -  SECOND    CLASS 0
 EE1096
 EE1096.The horizontal coordinates were scaled from a topographic map and have
 EE1096.an estimated accuracy of +/- 6 seconds.
 EE1096
 EE1096.The orthometric height was determined by differential leveling
 EE1096.and adjusted by the National Geodetic Survey in June 1991..
 EE1096
 EE1096.The geoid height was determined by GEOID03.
 EE1096
 EE1096.The dynamic height is computed by dividing the NAVD 88
 EE1096.geopotential number by the normal gravity value computed on the
 EE1096.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1096.degrees latitude (g = 980.6199 gals.).
 EE1096
 EE1096.The modeled gravity was interpolated from observed gravity values.
 EE1096
 EE1096;                    North         East    Units  Estimated Accuracy
 EE1096;SPC AL E     -   403,680.      216,500.      MT  (+/- 180 meters Scaled)
 EE1096
 EE1096                          SUPERSEDED SURVEY CONTROL
 EE1096
 EE1096  NGVD 29 (??/??/92)  193.833  (m)          635.93   (f) ADJ UNCH    2 0
 EE1096
 EE1096.Superseded values are not recommended for survey control.
 EE1096.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1096.See file dsdata.txt to determine how the superseded data were derived.
 EE1096
 EE1096_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC240785(NAD 83)
 EE1096_MARKER: DB = BENCH MARK DISK
 EE1096_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1096_SP_SET: CULVERT
 EE1096_STAMPING: G 251 1947
 EE1096_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1096_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 EE1096+SATELLITE: SATELLITE OBSERVATIONS - June 16, 2005
 EE1096
 EE1096  HISTORY     - Date     Condition        Report By
 EE1096  HISTORY     - 1947     MONUMENTED       CGS
 EE1096  HISTORY     - 20050616 GOOD             TVA
 EE1096
 EE1096                          STATION DESCRIPTION
 EE1096
 EE1096'DESCRIBED BY COAST AND GEODETIC SURVEY 1947
 EE1096'1.7 MI SE FROM CENTRE.
 EE1096'ABOUT 1.7 MILES SOUTHEAST ALONG U.S. HIGHWAY 411 FROM THE COURT
 EE1096'HOUSE AT CENTRE, ABOUT 1.2 MILES SOUTHEAST OF THE ELEMENTARY
 EE1096'SCHOOL AT CENTRE, ABOUT 0.1 MILE SOUTHEAST OF THE JUNCTION OF
 EE1096'A SIDE ROAD NORTHEAST TO A CEMETERY, SET IN THE TOP OF THE CENTER
 EE1096'OF THE SOUTHWEST HEAD WALL OF A 4-FOOT CONCRETE BOX CULVERY,
 EE1096'18.5 FEET SOUTHWEST OF AND ABOUT 1.5 FEET BELOW THE CENTERLINE
 EE1096'OF THE HIGHWAY.
 EE1096
 EE1096                          STATION RECOVERY (2005)
 EE1096
 EE1096'RECOVERY NOTE BY TENNESSEE VALLEY AUTHORITY 2005 (CDM)
 EE1096'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1192 ***********************************************************************
 EE1192  DESIGNATION -  G 252
 EE1192  PID         -  EE1192
 EE1192  STATE/COUNTY-  AL/CHEROKEE
 EE1192  USGS QUAD   -  GAYLESVILLE (1986)
 EE1192
 EE1192                         *CURRENT SURVEY CONTROL
 EE1192  ___________________________________________________________________
 EE1192* NAD 83(1986)-  34 15 04.     (N)    085 35 52.     (W)     SCALED    
 EE1192* NAVD 88     -       171.154  (meters)     561.53   (feet)  ADJUSTED  
 EE1192  ___________________________________________________________________
 EE1192  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 EE1192  DYNAMIC HT  -         170.979 (meters)     560.95  (feet)  COMP
 EE1192  MODELED GRAV-     979,608.7   (mgal)                       NAVD 88
 EE1192
 EE1192  VERT ORDER  -  SECOND    CLASS 0
 EE1192
 EE1192.The horizontal coordinates were scaled from a topographic map and have
 EE1192.an estimated accuracy of +/- 6 seconds.
 EE1192
 EE1192.The orthometric height was determined by differential leveling
 EE1192.and adjusted by the National Geodetic Survey in June 1991..
 EE1192
 EE1192.The geoid height was determined by GEOID03.
 EE1192
 EE1192.The dynamic height is computed by dividing the NAVD 88
 EE1192.geopotential number by the normal gravity value computed on the
 EE1192.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1192.degrees latitude (g = 980.6199 gals.).
 EE1192
 EE1192.The modeled gravity was interpolated from observed gravity values.
 EE1192
 EE1192;                    North         East    Units  Estimated Accuracy
 EE1192;SPC AL E     -   415,980.      221,700.      MT  (+/- 180 meters Scaled)
 EE1192
 EE1192                          SUPERSEDED SURVEY CONTROL
 EE1192
 EE1192  NGVD 29 (??/??/92)  171.13   (m)          561.4    (f) COMPUTED    2 0
 EE1192
 EE1192.Superseded values are not recommended for survey control.
 EE1192.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1192.See file dsdata.txt to determine how the superseded data were derived.
 EE1192
 EE1192_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC291908(NAD 83)
 EE1192_MARKER: DB = BENCH MARK DISK
 EE1192_SETTING: 66 = SET IN ROCK OUTCROP
 EE1192_SP_SET: ROCK OUTCROP
 EE1192_STAMPING: G 252 1948
 EE1192_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 EE1192+STABILITY: POSITION/ELEVATION WELL
 EE1192
 EE1192  HISTORY     - Date     Condition        Report By
 EE1192  HISTORY     - 1948     MONUMENTED       CGS
 EE1192
 EE1192                          STATION DESCRIPTION
 EE1192
 EE1192'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1192'2.2 MI NE FROM CEDAR BLUFF.
 EE1192'ABOUT 2.25 MILES NORTHEAST ALONG STATE HIGHWAY 75 FROM THE BANK
 EE1192'BUILDING AT CEDAR BLUFF, ABOUT 2.55 MILES SOUTHWEST OF THE
 EE1192'CROSSROADS AT GAYLESVILLE, ABOUT 1.1 MILES NORTHEAST OF THE BRIDGE
 EE1192'OVER CHATTOOGA RIVER, ABOUT 0.2 MILE NORTHEAST OF THE JUNCTION
 EE1192'OF A DIRT ROAD LEADING NORTH, IN A CULTIVATED FIELD ON THE NORTHWEST
 EE1192'SIDE OF THE HIGHWAY, SET IN THE TOP OF THE NORTHERN OF 3 OUTCROPPING
 EE1192'LIMESTONE BOULDERS, 127 FEET NORTHWEST OF THE CENTER LINE OF THE
 EE1192'HIGHWAY, 205 FEET EAST OF THE CENTER LINE OF THE NORTH-SOUTH DIRT
 EE1192'ROAD, 134 FEET NORTH-NORTHWEST OF THE CENTER OF THE WEST HEAD
 EE1192'WALL OF AN 8-FOOT CONCRETE BOX CULVERT UNDER HIGHWAY, ABOUT 18
 EE1192'YARDS NORTH OF THE CENTER OF A SMALL STREAM, AND ABOUT 7 FEET BELOW
 EE1192'THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1156 ***********************************************************************
 EE1156  DESIGNATION -  G 253
 EE1156  PID         -  EE1156
 EE1156  STATE/COUNTY-  AL/CHEROKEE
 EE1156  USGS QUAD   -  GAYLESVILLE (1986)
 EE1156
 EE1156                         *CURRENT SURVEY CONTROL
 EE1156  ___________________________________________________________________
 EE1156* NAD 83(1986)-  34 20 22.     (N)    085 34 08.     (W)     SCALED    
 EE1156* NAVD 88     -       211.813  (meters)     694.92   (feet)  ADJUSTED  
 EE1156  ___________________________________________________________________
 EE1156  GEOID HEIGHT-         -28.87  (meters)                     GEOID03
 EE1156  DYNAMIC HT  -         211.597 (meters)     694.21  (feet)  COMP
 EE1156  MODELED GRAV-     979,609.7   (mgal)                       NAVD 88
 EE1156
 EE1156  VERT ORDER  -  SECOND    CLASS 0
 EE1156
 EE1156.The horizontal coordinates were scaled from a topographic map and have
 EE1156.an estimated accuracy of +/- 6 seconds.
 EE1156
 EE1156.The orthometric height was determined by differential leveling
 EE1156.and adjusted by the National Geodetic Survey in June 1991..
 EE1156
 EE1156.The geoid height was determined by GEOID03.
 EE1156
 EE1156.The dynamic height is computed by dividing the NAVD 88
 EE1156.geopotential number by the normal gravity value computed on the
 EE1156.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1156.degrees latitude (g = 980.6199 gals.).
 EE1156
 EE1156.The modeled gravity was interpolated from observed gravity values.
 EE1156
 EE1156;                    North         East    Units  Estimated Accuracy
 EE1156;SPC AL E     -   425,790.      224,330.      MT  (+/- 180 meters Scaled)
 EE1156
 EE1156                          SUPERSEDED SURVEY CONTROL
 EE1156
 EE1156  NGVD 29 (??/??/92)  211.791  (m)          694.85   (f) ADJ UNCH    2 0
 EE1156
 EE1156.Superseded values are not recommended for survey control.
 EE1156.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1156.See file dsdata.txt to determine how the superseded data were derived.
 EE1156
 EE1156_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD316007(NAD 83)
 EE1156_MARKER: DB = BENCH MARK DISK
 EE1156_SETTING: 80 = SET IN A BOULDER
 EE1156_SP_SET: BOULDER
 EE1156_STAMPING: G 253 1948
 EE1156_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1156+STABILITY: SURFACE MOTION
 EE1156
 EE1156  HISTORY     - Date     Condition        Report By
 EE1156  HISTORY     - 1948     MONUMENTED       CGS
 EE1156  HISTORY     - 1966     GOOD             NGS
 EE1156
 EE1156                          STATION DESCRIPTION
 EE1156
 EE1156'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1156'1 MI NW FROM WATSON.
 EE1156'ABOUT 0.95 MILE NORTHWEST ALONG A ROAD TO BLANCHE FROM THE
 EE1156'CROSSROADS AT WATSON, ABOUT 0.85 MILE SOUTHEAST OF A CHURCH,
 EE1156'ON THE NORTHEAST SIDE OF THE WYE JUNCTION OF A GRAVEL ROAD LEADING
 EE1156'EAST, 12 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 35
 EE1156'FEET NORTH-NORTHEAST AND ACROSS THE ROAD EAST FROM THE NORTH END
 EE1156'OF THE EAST HEAD WALL OF A CONCRETE BOX CULVERT UNDER THE MAIN
 EE1156'ROAD, SET IN THE TOP OF AN OUT CROPPING BOULDER IN A 3-FOOT
 EE1156'CUT, 3 FEET SOUTHWEST OFA WHITE WOODEN WITNESS POST, 2.5 FEET
 EE1156'ABOVE THE JUNCTION.
 EE1156
 EE1156                          STATION RECOVERY (1966)
 EE1156
 EE1156'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1966
 EE1156'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1778 ***********************************************************************
 DG1778  DESIGNATION -  G 254
 DG1778  PID         -  DG1778
 DG1778  STATE/COUNTY-  AL/CALHOUN
 DG1778  USGS QUAD   -  PIEDMONT (1983)
 DG1778
 DG1778                         *CURRENT SURVEY CONTROL
 DG1778  ___________________________________________________________________
 DG1778* NAD 83(1986)-  33 55 21.     (N)    085 34 30.     (W)     SCALED    
 DG1778* NAVD 88     -       214.091  (meters)     702.40   (feet)  ADJUSTED  
 DG1778  ___________________________________________________________________
 DG1778  GEOID HEIGHT-         -28.78  (meters)                     GEOID03
 DG1778  DYNAMIC HT  -         213.865 (meters)     701.66  (feet)  COMP
 DG1778  MODELED GRAV-     979,577.4   (mgal)                       NAVD 88
 DG1778
 DG1778  VERT ORDER  -  FIRST     CLASS II
 DG1778
 DG1778.The horizontal coordinates were scaled from a topographic map and have
 DG1778.an estimated accuracy of +/- 6 seconds.
 DG1778
 DG1778.The orthometric height was determined by differential leveling
 DG1778.and adjusted by the National Geodetic Survey in June 1991..
 DG1778
 DG1778.The geoid height was determined by GEOID03.
 DG1778
 DG1778.The dynamic height is computed by dividing the NAVD 88
 DG1778.geopotential number by the normal gravity value computed on the
 DG1778.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1778.degrees latitude (g = 980.6199 gals.).
 DG1778
 DG1778.The modeled gravity was interpolated from observed gravity values.
 DG1778
 DG1778;                    North         East    Units  Estimated Accuracy
 DG1778;SPC AL E     -   379,540.      223,890.      MT  (+/- 180 meters Scaled)
 DG1778
 DG1778                          SUPERSEDED SURVEY CONTROL
 DG1778
 DG1778  NGVD 29 (??/??/92)  214.03   (m)          702.2    (f) COMPUTED    1 2
 DG1778
 DG1778.Superseded values are not recommended for survey control.
 DG1778.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1778.See file dsdata.txt to determine how the superseded data were derived.
 DG1778
 DG1778_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC317544(NAD 83)
 DG1778_MARKER: DB = BENCH MARK DISK
 DG1778_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1778_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1778_STAMPING: G 254 1948
 DG1778_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1778+STABILITY: SURFACE MOTION
 DG1778
 DG1778  HISTORY     - Date     Condition        Report By
 DG1778  HISTORY     - 1948     MONUMENTED       CGS
 DG1778
 DG1778                          STATION DESCRIPTION
 DG1778
 DG1778'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1778'2.1 MI E FROM PIEDMONT.
 DG1778'ABOUT 2.1 MILES EAST ALONG THE SEABOARD AIRLINE RAILWAY FROM THE
 DG1778'STATION AT PIEDMONT, ABOUT 1/4 MILE WEST OF GREENWOOD SCHOOL ON
 DG1778'THE NORTH SIDE OF THE TRACK, ABOUT 0.1 MILE WEST OF MILE POST 653,
 DG1778'IN THE SOUTHEAST QUARTER OF THE CROSSING OF A DRIVE WAY LEADING
 DG1778'SOUTH TO AN UNPAINTED FARM HOUSE, 24 FEET SOUTH OF THE SOUTH
 DG1778'RAIL, 21 FEET EAST OF THE CENTER LINE OF THE DRIVE WAY, 2.8 FEET
 DG1778'NORTH OF A TELEGRAPH POLE, 75 FEET NORTH-NORTHEAST OF THE NORTHEAST
 DG1778'CORNER OF THE HOUSE, 33 FEET NORTH OF A 36-INCH OAK TREE, 57 FEET
 DG1778'NORTHEAST OF THE CENTER OF A 3-FOOT CONCRETE WELL CASING, 31 FEET
 DG1778'SOUTHEAST OF THE EAST END OF A 12-INCH CORRUGATED PIPE CULVERT
 DG1778'UNDER THE DRIVE WAY, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 DG1778'1.5 FEET ABOVE THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 DG1778'FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0834 ***********************************************************************
 EE0834  DESIGNATION -  G 255
 EE0834  PID         -  EE0834
 EE0834  STATE/COUNTY-  AL/CHEROKEE
 EE0834  USGS QUAD   -  INDIAN MOUNTAIN (1976)
 EE0834
 EE0834                         *CURRENT SURVEY CONTROL
 EE0834  ___________________________________________________________________
 EE0834* NAD 83(1986)-  34 02 29.     (N)    085 28 03.     (W)     SCALED    
 EE0834* NAVD 88     -       250.511  (meters)     821.88   (feet)  ADJUSTED  
 EE0834  ___________________________________________________________________
 EE0834  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EE0834  DYNAMIC HT  -         250.249 (meters)     821.03  (feet)  COMP
 EE0834  MODELED GRAV-     979,584.6   (mgal)                       NAVD 88
 EE0834
 EE0834  VERT ORDER  -  SECOND    CLASS 0
 EE0834
 EE0834.The horizontal coordinates were scaled from a topographic map and have
 EE0834.an estimated accuracy of +/- 6 seconds.
 EE0834
 EE0834.The orthometric height was determined by differential leveling
 EE0834.and adjusted by the National Geodetic Survey in June 1991..
 EE0834
 EE0834.The geoid height was determined by GEOID03.
 EE0834
 EE0834.The dynamic height is computed by dividing the NAVD 88
 EE0834.geopotential number by the normal gravity value computed on the
 EE0834.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0834.degrees latitude (g = 980.6199 gals.).
 EE0834
 EE0834.The modeled gravity was interpolated from observed gravity values.
 EE0834
 EE0834;                    North         East    Units  Estimated Accuracy
 EE0834;SPC AL E     -   392,760.      233,780.      MT  (+/- 180 meters Scaled)
 EE0834
 EE0834                          SUPERSEDED SURVEY CONTROL
 EE0834
 EE0834  NGVD 29 (??/??/92)  250.433  (m)          821.63   (f) ADJ UNCH    2 0
 EE0834
 EE0834.Superseded values are not recommended for survey control.
 EE0834.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0834.See file dsdata.txt to determine how the superseded data were derived.
 EE0834
 EE0834_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC414678(NAD 83)
 EE0834_MARKER: DB = BENCH MARK DISK
 EE0834_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0834_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0834_STAMPING: G 225 1948
 EE0834_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0834+STABILITY: SURFACE MOTION
 EE0834
 EE0834  HISTORY     - Date     Condition        Report By
 EE0834  HISTORY     - 1948     MONUMENTED       CGS
 EE0834
 EE0834                          STATION DESCRIPTION
 EE0834
 EE0834'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE0834'1.9 MI N FROM ROCK RUN.
 EE0834'ABOUT 1.9 MILES NORTH ALONG A ROAD TO FORNEY FROM THE HARDINS
 EE0834'STORE AT ROCK RUN, DIRECTLY ACROSS THE ROAD FROM THE WHITE
 EE0834'FRAME HOUSE OF MR. A.C. THOMPSON, NEAR THE SOUTH CORNER OF A
 EE0834'BARN YARD, 23 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD,
 EE0834'72 FEET NORTH AND ACROSS THE ROAD FROM THE CENTER OF A WELL
 EE0834'PUMP, 45 FEET SOUTHWEST OF THE SOUTHWEST GATE POST AT A BARN
 EE0834'YARD ENTRANCE, 63 FEET SOUTH OF THE SOUTH CORNER OF A LEAN-TO
 EE0834'SHED ON BARN, 2 FEET SOUTHEAST OF THE FENCE LINE, 3 FEET EAST
 EE0834'OF THE FENCE CORNER, 1.5 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 EE0834'POST, 2.5 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 EE0834'POST PROJECTING 6 INCHES.  NOTE-- MARK IS ABOUT 3.4 MILES SOUTH
 EE0834'ALONG A ROAD TO ROCK RUN FROM THE JUNCTION OF U.S. HIGHWAY 411
 EE0834'AT FORNEY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1051 ***********************************************************************
 EE1051  DESIGNATION -  G 256
 EE1051  PID         -  EE1051
 EE1051  STATE/COUNTY-  AL/CHEROKEE
 EE1051  USGS QUAD   -  ELLISVILLE (1986)
 EE1051
 EE1051                         *CURRENT SURVEY CONTROL
 EE1051  ___________________________________________________________________
 EE1051* NAD 83(1986)-  34 00 54.     (N)    085 33 30.     (W)     SCALED    
 EE1051* NAVD 88     -       211.246  (meters)     693.06   (feet)  ADJUSTED  
 EE1051  ___________________________________________________________________
 EE1051  GEOID HEIGHT-         -28.88  (meters)                     GEOID03
 EE1051  DYNAMIC HT  -         211.025 (meters)     692.34  (feet)  COMP
 EE1051  MODELED GRAV-     979,583.1   (mgal)                       NAVD 88
 EE1051
 EE1051  VERT ORDER  -  SECOND    CLASS 0
 EE1051
 EE1051.The horizontal coordinates were scaled from a topographic map and have
 EE1051.an estimated accuracy of +/- 6 seconds.
 EE1051
 EE1051.The orthometric height was determined by differential leveling
 EE1051.and adjusted by the National Geodetic Survey in June 1991..
 EE1051
 EE1051.The geoid height was determined by GEOID03.
 EE1051
 EE1051.The dynamic height is computed by dividing the NAVD 88
 EE1051.geopotential number by the normal gravity value computed on the
 EE1051.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1051.degrees latitude (g = 980.6199 gals.).
 EE1051
 EE1051.The modeled gravity was interpolated from observed gravity values.
 EE1051
 EE1051;                    North         East    Units  Estimated Accuracy
 EE1051;SPC AL E     -   389,800.      225,400.      MT  (+/- 180 meters Scaled)
 EE1051
 EE1051                          SUPERSEDED SURVEY CONTROL
 EE1051
 EE1051  NGVD 29 (??/??/92)  211.17   (m)          692.8    (f) COMPUTED    2 0
 EE1051
 EE1051.Superseded values are not recommended for survey control.
 EE1051.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1051.See file dsdata.txt to determine how the superseded data were derived.
 EE1051
 EE1051_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC331647(NAD 83)
 EE1051_MARKER: DB = BENCH MARK DISK
 EE1051_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE1051_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE1051_STAMPING: F 256 1948
 EE1051_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE1051+STABILITY: SURFACE MOTION
 EE1051
 EE1051  HISTORY     - Date     Condition        Report By
 EE1051  HISTORY     - 1948     MONUMENTED       CGS
 EE1051
 EE1051                          STATION DESCRIPTION
 EE1051
 EE1051'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1051'5.1 MI W FROM ROCK RUN.
 EE1051'ABOUT 3.5 MILES WEST AND SOUTH ALONG A COUNTY ROAD FROM HARDINS
 EE1051'STORE AT ROCK RUN, THENCE ABOUT 1.6 MILES WEST ALONG A COUNTY
 EE1051'ROAD, ABOUT 0.15 MILE NORTHEAST OF THE JUNCTION OF A FARM ROAD
 EE1051'NORTH, ON THE SOUTHEAST SIDE OF THE ROAD, ABOUT 10 YARDS SOUTHWEST
 EE1051'OF A WASH ON THE NORTHWEST SLOPE OF A HILL, 23 FEET SOUTHEAST OF
 EE1051'THE CENTER LINE OF THE ROAD, 8 FEET NORTHWEST OF AN 8-INCH
 EE1051'TRIANGULAR BLAZED PINE TREE, 2 FEET NORTHEAST OF A WHITE WOODEN
 EE1051'WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP
 EE1051'OF A CONCRETE POST PROJECTING 12 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1912 ***********************************************************************
 DG1912  DESIGNATION -  G 257
 DG1912  PID         -  DG1912
 DG1912  STATE/COUNTY-  AL/CALHOUN
 DG1912  USGS QUAD   -  WELLINGTON (1972)
 DG1912
 DG1912                         *CURRENT SURVEY CONTROL
 DG1912  ___________________________________________________________________
 DG1912* NAD 83(1986)-  33 51 59.     (N)    085 54 12.     (W)     SCALED    
 DG1912* NAVD 88     -       172.858  (meters)     567.12   (feet)  ADJUSTED  
 DG1912  ___________________________________________________________________
 DG1912  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 DG1912  DYNAMIC HT  -         172.676 (meters)     566.52  (feet)  COMP
 DG1912  MODELED GRAV-     979,575.4   (mgal)                       NAVD 88
 DG1912
 DG1912  VERT ORDER  -  SECOND    CLASS 0
 DG1912
 DG1912.The horizontal coordinates were scaled from a topographic map and have
 DG1912.an estimated accuracy of +/- 6 seconds.
 DG1912
 DG1912.The orthometric height was determined by differential leveling
 DG1912.and adjusted by the National Geodetic Survey in June 1991..
 DG1912
 DG1912.The geoid height was determined by GEOID03.
 DG1912
 DG1912.The dynamic height is computed by dividing the NAVD 88
 DG1912.geopotential number by the normal gravity value computed on the
 DG1912.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1912.degrees latitude (g = 980.6199 gals.).
 DG1912
 DG1912.The modeled gravity was interpolated from observed gravity values.
 DG1912
 DG1912;                    North         East    Units  Estimated Accuracy
 DG1912;SPC AL E     -   373,290.      193,520.      MT  (+/- 180 meters Scaled)
 DG1912
 DG1912                          SUPERSEDED SURVEY CONTROL
 DG1912
 DG1912  NGVD 29 (??/??/92)  172.789  (m)          566.89   (f) ADJ UNCH    2 0
 DG1912
 DG1912.Superseded values are not recommended for survey control.
 DG1912.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1912.See file dsdata.txt to determine how the superseded data were derived.
 DG1912
 DG1912_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC014478(NAD 83)
 DG1912_MARKER: DB = BENCH MARK DISK
 DG1912_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1912_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1912_STAMPING: G 257 1948
 DG1912_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1912+STABILITY: SURFACE MOTION
 DG1912
 DG1912  HISTORY     - Date     Condition        Report By
 DG1912  HISTORY     - 1948     MONUMENTED       CGS
 DG1912
 DG1912                          STATION DESCRIPTION
 DG1912
 DG1912'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1912'1.2 MI NW FROM DUKE.
 DG1912'ABOUT 1.2 MILES NORTHWEST ALONG THE LOUISVILLE AND NASHVILLE
 DG1912'RAILROAD FROM THE STATION AT DUKE, ABOUT 0.1 MILE NORTHEAST OF
 DG1912'MILE POST 526, IN THE NORTH ANGLE OF A FARM DRIVE WAY CROSSING,
 DG1912'36 FEET NORTHWEST OF THE NORTHWEST RAIL, 16 FEET NORTHEAST OF
 DG1912'THE CENTER LINE OF THE FARM DRIVE WAY, 17 FEET NORTH-NORTHWEST
 DG1912'OF THE NORTHEAST END OF A 14-INCH PIPE CULVERT UNDER THE DRIVEWAY,
 DG1912'9.5 FEET NORTHEAST OF A FENCE CORNER, 2 FEET SOUTHEAST OF THE
 DG1912'FENCE LINE, 1 FOOT NORTHEAST OF A WHITE WOODEN WITNESS POST, 1
 DG1912'FOOT BELOW THE CROSSING AND SET IN THE TOP OF A CONCRETE POST
 DG1912'PROJECTING 8 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1012 ***********************************************************************
 EE1012  DESIGNATION -  G 258
 EE1012  PID         -  EE1012
 EE1012  STATE/COUNTY-  AL/ETOWAH
 EE1012  USGS QUAD   -  BALLPLAY (1986)
 EE1012
 EE1012                         *CURRENT SURVEY CONTROL
 EE1012  ___________________________________________________________________
 EE1012* NAD 83(1986)-  34 02 36.     (N)    085 48 55.     (W)     SCALED    
 EE1012* NAVD 88     -       159.237  (meters)     522.43   (feet)  ADJUSTED  
 EE1012  ___________________________________________________________________
 EE1012  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 EE1012  DYNAMIC HT  -         159.071 (meters)     521.89  (feet)  COMP
 EE1012  MODELED GRAV-     979,589.6   (mgal)                       NAVD 88
 EE1012
 EE1012  VERT ORDER  -  SECOND    CLASS 0
 EE1012
 EE1012.The horizontal coordinates were scaled from a topographic map and have
 EE1012.an estimated accuracy of +/- 6 seconds.
 EE1012
 EE1012.The orthometric height was determined by differential leveling
 EE1012.and adjusted by the National Geodetic Survey in June 1991..
 EE1012
 EE1012.The geoid height was determined by GEOID03.
 EE1012
 EE1012.The dynamic height is computed by dividing the NAVD 88
 EE1012.geopotential number by the normal gravity value computed on the
 EE1012.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1012.degrees latitude (g = 980.6199 gals.).
 EE1012
 EE1012.The modeled gravity was interpolated from observed gravity values.
 EE1012
 EE1012;                    North         East    Units  Estimated Accuracy
 EE1012;SPC AL E     -   392,910.      201,670.      MT  (+/- 180 meters Scaled)
 EE1012
 EE1012                          SUPERSEDED SURVEY CONTROL
 EE1012
 EE1012  NGVD 29 (??/??/92)  159.192  (m)          522.28   (f) ADJ UNCH    2 0
 EE1012
 EE1012.Superseded values are not recommended for survey control.
 EE1012.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1012.See file dsdata.txt to determine how the superseded data were derived.
 EE1012
 EE1012_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC093675(NAD 83)
 EE1012_MARKER: DB = BENCH MARK DISK
 EE1012_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1012_SP_SET: HEADWALL CULVERT
 EE1012_STAMPING: G 258 1948
 EE1012_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1012
 EE1012  HISTORY     - Date     Condition        Report By
 EE1012  HISTORY     - 1948     MONUMENTED       CGS
 EE1012
 EE1012                          STATION DESCRIPTION
 EE1012
 EE1012'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 EE1012'1.2 MI SW FROM BALLPLAY.
 EE1012'ABOUT 1.2 MILES SOUTHWEST ALONG A BLACK TOP ROAD TO HOKES BLUFF
 EE1012'FROM THE ROAD JUNCTION AT BALLPLAY, ABOUT 0.45 MILE SOUTH OF THE
 EE1012'JUNCTION OF A ROAD SOUTHEAST, ABOUT 0.1 MILE SOUTH OF THE NORTH
 EE1012'END OF A LONG FILL AND THE JUNCTION OF A ROAD WEST, ABOUT 50 YARDS
 EE1012'SOUTH OF THE JUNCTION OF A WOODS ROAD EAST, SET IN THE TOP OF THE
 EE1012'SOUTH END OF THE EAST HEAD WALL OF A 10-FOOT CONCRETE BOX CULVERT
 EE1012'OVER A SMALL STREAM, 23.5 FEET EAST OF THE CENTER LINE OF THE ROAD,
 EE1012'1/2 FOOT NORTH OF THE SOUTH END OF THE HEAD WALL AND ABOUT 8 FEET
 EE1012'BELOW THE ROAD LEVEL.  NOTE-- MARK IS APT TO BE COVERED IN THE
 EE1012'FUTURE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2048 ***********************************************************************
 DG2048  DESIGNATION -  G 259
 DG2048  PID         -  DG2048
 DG2048  STATE/COUNTY-  AL/CALHOUN
 DG2048  USGS QUAD   -  COLVIN GAP (1972)
 DG2048
 DG2048                         *CURRENT SURVEY CONTROL
 DG2048  ___________________________________________________________________
 DG2048* NAD 83(1986)-  33 56 38.     (N)    085 52 04.     (W)     SCALED    
 DG2048* NAVD 88     -       202.705  (meters)     665.04   (feet)  ADJUSTED  
 DG2048  ___________________________________________________________________
 DG2048  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG2048  DYNAMIC HT  -         202.491 (meters)     664.34  (feet)  COMP
 DG2048  MODELED GRAV-     979,578.7   (mgal)                       NAVD 88
 DG2048
 DG2048  VERT ORDER  -  SECOND    CLASS 0
 DG2048
 DG2048.The horizontal coordinates were scaled from a topographic map and have
 DG2048.an estimated accuracy of +/- 6 seconds.
 DG2048
 DG2048.The orthometric height was determined by differential leveling
 DG2048.and adjusted by the National Geodetic Survey in June 1991..
 DG2048
 DG2048.The geoid height was determined by GEOID03.
 DG2048
 DG2048.The dynamic height is computed by dividing the NAVD 88
 DG2048.geopotential number by the normal gravity value computed on the
 DG2048.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2048.degrees latitude (g = 980.6199 gals.).
 DG2048
 DG2048.The modeled gravity was interpolated from observed gravity values.
 DG2048
 DG2048;                    North         East    Units  Estimated Accuracy
 DG2048;SPC AL E     -   381,880.      196,820.      MT  (+/- 180 meters Scaled)
 DG2048
 DG2048                          SUPERSEDED SURVEY CONTROL
 DG2048
 DG2048  NGVD 29 (??/??/92)  202.648  (m)          664.85   (f) ADJ UNCH    2 0
 DG2048
 DG2048.Superseded values are not recommended for survey control.
 DG2048.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2048.See file dsdata.txt to determine how the superseded data were derived.
 DG2048
 DG2048_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC046565(NAD 83)
 DG2048_MARKER: DB = BENCH MARK DISK
 DG2048_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2048_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2048_STAMPING: G 259 1948
 DG2048_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2048+STABILITY: SURFACE MOTION
 DG2048
 DG2048  HISTORY     - Date     Condition        Report By
 DG2048  HISTORY     - 1948     MONUMENTED       CGS
 DG2048
 DG2048                          STATION DESCRIPTION
 DG2048
 DG2048'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2048'4.7 MI E FROM ROCK SPRING.
 DG2048'ABOUT 0.5 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DG2048'FROM THE STATION SIGN AT ROCK SPRING, THENCE ABOUT 4.2 MILES
 DG2048'EAST AND NORTHEAST ALONG A ROAD TO ROY WEBB SCHOOL VIA COLVINS
 DG2048'GAP AND NEW LIBERTY CHURCH, ABOUT 1.0 MILE WEST OF THE CROSSROADS
 DG2048'AT COLVINS GAP, ON THE NORTHWEST SIDE OF A CURVE WITH TANGENTS
 DG2048'NORTHEAST AND SOUTH, ACROSS ROAD FROM A WHITE FARM HOUSE, 118 FEET
 DG2048'NORTH AND ACROSS THE ROAD FROM THE NORTHWEST CORNER OF THE HOUSE,
 DG2048'28 FEET NORTHWEST OF THE CENTER LINE OF THE NORTHEAST TANGENT
 DG2048'OF THE ROAD, ABOUT 60 FEET EAST OF THE PROLONGED CENTER LINE
 DG2048'OF THE SOUTH TANGENT OF THE ROAD, 2 FEET EAST OF A FENCE CORNER,
 DG2048'40.5 FEET NORTHEAST OF THE NORTHEAST CORNER OF A GARAGE AND
 DG2048'IMPLEMENT SHED, 37.5 FEET WEST OF THE SOUTH CORNER OF A SMALL
 DG2048'BLACKSMITH SHOP, 2 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 DG2048'POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 DG2048'POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0830 ***********************************************************************
 BU0830  DESIGNATION -  G 26
 BU0830  PID         -  BU0830
 BU0830  STATE/COUNTY-  AL/MONROE
 BU0830  USGS QUAD   -  BEATRICE (1981)
 BU0830
 BU0830                         *CURRENT SURVEY CONTROL
 BU0830  ___________________________________________________________________
 BU0830* NAD 83(1986)-  31 43 54.     (N)    087 12 36.     (W)     SCALED    
 BU0830* NAVD 88     -        70.727  (meters)     232.04   (feet)  ADJUSTED  
 BU0830  ___________________________________________________________________
 BU0830  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 BU0830  DYNAMIC HT  -          70.642 (meters)     231.76  (feet)  COMP
 BU0830  MODELED GRAV-     979,439.7   (mgal)                       NAVD 88
 BU0830
 BU0830  VERT ORDER  -  SECOND    CLASS 0
 BU0830
 BU0830.The horizontal coordinates were scaled from a topographic map and have
 BU0830.an estimated accuracy of +/- 6 seconds.
 BU0830
 BU0830.The orthometric height was determined by differential leveling
 BU0830.and adjusted by the National Geodetic Survey in June 1991..
 BU0830
 BU0830.The geoid height was determined by GEOID03.
 BU0830
 BU0830.The dynamic height is computed by dividing the NAVD 88
 BU0830.geopotential number by the normal gravity value computed on the
 BU0830.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0830.degrees latitude (g = 980.6199 gals.).
 BU0830
 BU0830.The modeled gravity was interpolated from observed gravity values.
 BU0830
 BU0830;                    North         East    Units  Estimated Accuracy
 BU0830;SPC AL W     -   192,010.      627,480.      MT  (+/- 180 meters Scaled)
 BU0830
 BU0830                          SUPERSEDED SURVEY CONTROL
 BU0830
 BU0830  NGVD 29 (??/??/92)   70.706  (m)          231.97   (f) ADJ UNCH    2 0
 BU0830
 BU0830.Superseded values are not recommended for survey control.
 BU0830.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0830.See file dsdata.txt to determine how the superseded data were derived.
 BU0830
 BU0830_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA801107(NAD 83)
 BU0830_MARKER: DB = BENCH MARK DISK
 BU0830_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0830_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0830_STAMPING: G 26 1934
 BU0830_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0830+STABILITY: SURFACE MOTION
 BU0830
 BU0830  HISTORY     - Date     Condition        Report By
 BU0830  HISTORY     - 1934     MONUMENTED       CGS
 BU0830  HISTORY     - 1950     GOOD             NGS
 BU0830  HISTORY     - 1951     GOOD             NGS
 BU0830
 BU0830                          STATION DESCRIPTION
 BU0830
 BU0830'DESCRIBED BY NATIONAL GEODETIC SURVEY 1950
 BU0830'IN BEATRICE.
 BU0830'AT BEATRICE, ABOUT 0.15 MILE SOUTH ALONG THE LOUISVILLE AND NASHVILLE
 BU0830'RAILROAD FROM THE STATION, AT A BLACK TOP ROAD CROSSING, 64 FEET
 BU0830'SOUTHWEST OF THE CENTER OF THE CROSSING, 33 FEET WEST OF THE WEST
 BU0830'RAIL, 42.8 FEET SOUTH OF THE CENTER LINE OF THE ROAD, 58 FEET NORTH OF
 BU0830'THE NORTHWEST CORNER OF A RAILROAD SECTION TOOL HOUSE, 9 FEET NORTH OF
 BU0830'AN 8-INCH CATALPA TREE, 9 FEET SOUTH OF THE SOUTH EDGE OF A CONCRETE
 BU0830'SIDE WALK, 1 FOOT EAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 BU0830'BELOW THE TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 1
 BU0830'INCH.
 BU0830
 BU0830                          STATION RECOVERY (1951)
 BU0830
 BU0830'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1951
 BU0830'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0511 ***********************************************************************
 DH0511  DESIGNATION -  G 260
 DH0511  PID         -  DH0511
 DH0511  STATE/COUNTY-  AL/TALLADEGA
 DH0511  USGS QUAD   -  TALLADEGA (1987)
 DH0511
 DH0511                         *CURRENT SURVEY CONTROL
 DH0511  ___________________________________________________________________
 DH0511* NAD 83(1986)-  33 23 23.     (N)    086 03 52.     (W)     SCALED    
 DH0511* NAVD 88     -       176.014  (meters)     577.47   (feet)  ADJUSTED  
 DH0511  ___________________________________________________________________
 DH0511  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DH0511  DYNAMIC HT  -         175.821 (meters)     576.84  (feet)  COMP
 DH0511  MODELED GRAV-     979,536.4   (mgal)                       NAVD 88
 DH0511
 DH0511  VERT ORDER  -  SECOND    CLASS 0
 DH0511
 DH0511.The horizontal coordinates were scaled from a topographic map and have
 DH0511.an estimated accuracy of +/- 6 seconds.
 DH0511
 DH0511.The orthometric height was determined by differential leveling
 DH0511.and adjusted by the National Geodetic Survey in June 1991..
 DH0511
 DH0511.The geoid height was determined by GEOID03.
 DH0511
 DH0511.The dynamic height is computed by dividing the NAVD 88
 DH0511.geopotential number by the normal gravity value computed on the
 DH0511.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0511.degrees latitude (g = 980.6199 gals.).
 DH0511
 DH0511.The modeled gravity was interpolated from observed gravity values.
 DH0511
 DH0511;                    North         East    Units  Estimated Accuracy
 DH0511;SPC AL E     -   320,440.      178,500.      MT  (+/- 180 meters Scaled)
 DH0511
 DH0511                          SUPERSEDED SURVEY CONTROL
 DH0511
 DH0511  NGVD 29 (??/??/92)  175.938  (m)          577.22   (f) ADJ UNCH    2 0
 DH0511
 DH0511.Superseded values are not recommended for survey control.
 DH0511.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0511.See file dsdata.txt to determine how the superseded data were derived.
 DH0511
 DH0511_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB870948(NAD 83)
 DH0511_MARKER: DB = BENCH MARK DISK
 DH0511_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0511_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0511_STAMPING: G 260 1948
 DH0511_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0511+STABILITY: SURFACE MOTION
 DH0511_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH0511+SATELLITE: SATELLITE OBSERVATIONS - December 07, 2003
 DH0511
 DH0511  HISTORY     - Date     Condition        Report By
 DH0511  HISTORY     - 1948     MONUMENTED       CGS
 DH0511  HISTORY     - 20031207 GOOD             JCLS
 DH0511  HISTORY     - 20050719 GOOD             JCLS
 DH0511
 DH0511                          STATION DESCRIPTION
 DH0511
 DH0511'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0511'0.95 MI NE FROM TAYLORS MILL.
 DH0511'ABOUT 0.95 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE PUMPING STATION
 DH0511'AT TAYLORS MILL, 118 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A LARGE
 DH0511'WHITE FRAME CHURCH BUILDING, 69 FEET NORTH OF THE CENTER LINE OF THE
 DH0511'ROAD, 46 FEET WEST OF THE CENTER LINE OF A DRIVE WAY, 65 FEET
 DH0511'SOUTHWEST AND ACROSS THE DRIVE WAY FROM A TWIN OAK TREE, 6 FEET EAST
 DH0511'OF A 14-INCH TREE, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 DH0511'3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DH0511'6 INCHES.
 DH0511
 DH0511                          STATION RECOVERY (2003)
 DH0511
 DH0511'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 DH0511'RECOVERED IN GOOD CONDITION.
 DH0511
 DH0511                          STATION RECOVERY (2005)
 DH0511
 DH0511'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2005
 DH0511'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG2074 ***********************************************************************
 DG2074  DESIGNATION -  G 261
 DG2074  PID         -  DG2074
 DG2074  STATE/COUNTY-  AL/ETOWAH
 DG2074  USGS QUAD   -  PIEDMONT NW (1983)
 DG2074
 DG2074                         *CURRENT SURVEY CONTROL
 DG2074  ___________________________________________________________________
 DG2074* NAD 83(1986)-  33 59 26.     (N)    085 44 43.     (W)     SCALED    
 DG2074* NAVD 88     -       187.275  (meters)     614.42   (feet)  ADJUSTED  
 DG2074  ___________________________________________________________________
 DG2074  GEOID HEIGHT-         -28.94  (meters)                     GEOID03
 DG2074  DYNAMIC HT  -         187.079 (meters)     613.77  (feet)  COMP
 DG2074  MODELED GRAV-     979,584.2   (mgal)                       NAVD 88
 DG2074
 DG2074  VERT ORDER  -  SECOND    CLASS 0
 DG2074
 DG2074.The horizontal coordinates were scaled from a topographic map and have
 DG2074.an estimated accuracy of +/- 6 seconds.
 DG2074
 DG2074.The orthometric height was determined by differential leveling
 DG2074.and adjusted by the National Geodetic Survey in June 1991..
 DG2074
 DG2074.The geoid height was determined by GEOID03.
 DG2074
 DG2074.The dynamic height is computed by dividing the NAVD 88
 DG2074.geopotential number by the normal gravity value computed on the
 DG2074.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG2074.degrees latitude (g = 980.6199 gals.).
 DG2074
 DG2074.The modeled gravity was interpolated from observed gravity values.
 DG2074
 DG2074;                    North         East    Units  Estimated Accuracy
 DG2074;SPC AL E     -   387,060.      208,140.      MT  (+/- 180 meters Scaled)
 DG2074
 DG2074                          SUPERSEDED SURVEY CONTROL
 DG2074
 DG2074  NGVD 29 (??/??/92)  187.218  (m)          614.23   (f) ADJ UNCH    2 0
 DG2074
 DG2074.Superseded values are not recommended for survey control.
 DG2074.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG2074.See file dsdata.txt to determine how the superseded data were derived.
 DG2074
 DG2074_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC158618(NAD 83)
 DG2074_MARKER: DB = BENCH MARK DISK
 DG2074_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG2074_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG2074_STAMPING: G 261 1948
 DG2074_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG2074+STABILITY: SURFACE MOTION
 DG2074
 DG2074  HISTORY     - Date     Condition        Report By
 DG2074  HISTORY     - 1948     MONUMENTED       CGS
 DG2074
 DG2074                          STATION DESCRIPTION
 DG2074
 DG2074'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG2074'4.3 MI W FROM GNATVILLE.
 DG2074'ABOUT 3.35 MILES WEST AND SOUTH ALONG A COUNTY ROAD FROM THE
 DG2074'CHURCH AT GNATVILLE, THENCE ABOUT 0.95 MILE SOUTHWEST AND WEST
 DG2074'ALONG A DIRT ROAD, ABOUT 0.1 MILE WEST OF THE JUNCTION OF A SIDE
 DG2074'ROAD SOUTHWEST, IN THE NORTHEAST ANGLE OF THE JUNCTION OF A SIDE
 DG2074'ROAD NORTH, 105 FEET NORTH OF THE CENTER LINE OF THE EAST-WEST
 DG2074'ROAD, 22 FEET EAST OF THE CENTER LINE OF THE ROAD NORTH, 53
 DG2074'FEET SOUTHEAST OF THE FIRST POWER POLE NORTH OF THE EAST-WEST
 DG2074'ROAD AND IN LINE WITH THE ROW OF POLES NORTH, 104 FEET NORTHWEST
 DG2074'OF THE NORTH END OF AN 18-INCH CONCRETE PIPE CULVERT, 3 FEET
 DG2074'SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DG2074'NORTH-SOUTH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DG2074'10-INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1721 ***********************************************************************
 DG1721  DESIGNATION -  G 262
 DG1721  PID         -  DG1721
 DG1721  STATE/COUNTY-  AL/RANDOLPH
 DG1721  USGS QUAD   -  MICAVILLE (1976)
 DG1721
 DG1721                         *CURRENT SURVEY CONTROL
 DG1721  ___________________________________________________________________
 DG1721* NAD 83(1986)-  33 25 22.     (N)    085 32 37.     (W)     SCALED    
 DG1721* NAVD 88     -       300.232  (meters)     985.01   (feet)  ADJUSTED  
 DG1721  ___________________________________________________________________
 DG1721  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 DG1721  DYNAMIC HT  -         299.895 (meters)     983.91  (feet)  COMP
 DG1721  MODELED GRAV-     979,507.4   (mgal)                       NAVD 88
 DG1721
 DG1721  VERT ORDER  -  SECOND    CLASS 0
 DG1721
 DG1721.The horizontal coordinates were scaled from a topographic map and have
 DG1721.an estimated accuracy of +/- 6 seconds.
 DG1721
 DG1721.The orthometric height was determined by differential leveling
 DG1721.and adjusted by the National Geodetic Survey in June 1991..
 DG1721
 DG1721.The geoid height was determined by GEOID03.
 DG1721
 DG1721.The dynamic height is computed by dividing the NAVD 88
 DG1721.geopotential number by the normal gravity value computed on the
 DG1721.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1721.degrees latitude (g = 980.6199 gals.).
 DG1721
 DG1721.The modeled gravity was interpolated from observed gravity values.
 DG1721
 DG1721;                    North         East    Units  Estimated Accuracy
 DG1721;SPC AL E     -   324,120.      226,950.      MT  (+/- 180 meters Scaled)
 DG1721
 DG1721                          SUPERSEDED SURVEY CONTROL
 DG1721
 DG1721  NGVD 29 (??/??/92)  300.168  (m)          984.80   (f) ADJ UNCH    2 0
 DG1721
 DG1721.Superseded values are not recommended for survey control.
 DG1721.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1721.See file dsdata.txt to determine how the superseded data were derived.
 DG1721
 DG1721_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB354991(NAD 83)
 DG1721_MARKER: DB = BENCH MARK DISK
 DG1721_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1721_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1721_STAMPING: G 262 1948
 DG1721_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1721+STABILITY: SURFACE MOTION
 DG1721
 DG1721  HISTORY     - Date     Condition        Report By
 DG1721  HISTORY     - 1948     MONUMENTED       CGS
 DG1721
 DG1721                          STATION DESCRIPTION
 DG1721
 DG1721'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1721'0.6 MI E FROM MILNER.
 DG1721'ABOUT 0.65 MILE EAST ALONG A ROAD TO MORRISON CROSSROAD FROM THE
 DG1721'CROSSROADS AT MILNER, 125 FEET WEST OF THE TOP OF A GRADE,
 DG1721'ABOUT 0.35 MILE WEST OF PINEY WOOD CREEK, 80 FEET WEST OF THE
 DG1721'CENTER LINE OF A DRIVE TO A FARM HOUSE, 38 FEET SOUTH OF THE
 DG1721'CENTER LINE OF THE ROAD, 134 FEET EAST OF A POWER POLE, 3 FEET
 DG1721'NORTH OF A WIRE FENCE, 2 FEET WEST OF A WHITE WOODEN WITNESS
 DG1721'POST, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 DG1721'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA2764 ***********************************************************************
 AA2764  DESIGNATION -  G 263 RESET
 AA2764  PID         -  AA2764
 AA2764  STATE/COUNTY-  AL/RANDOLPH
 AA2764  USGS QUAD   -  MICAVILLE (1976)
 AA2764
 AA2764                         *CURRENT SURVEY CONTROL
 AA2764  ___________________________________________________________________
 AA2764* NAD 83(1986)-  33 24 26.     (N)    085 34 15.     (W)     SCALED    
 AA2764* NAVD 88     -       261.93   (meters)     859.3    (feet)  RESET     
 AA2764  ___________________________________________________________________
 AA2764  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 AA2764
 AA2764  VERT ORDER  -  THIRD
 AA2764
 AA2764.The horizontal coordinates were scaled from a topographic map and have
 AA2764.an estimated accuracy of +/- 6 seconds.
 AA2764
 AA2764.The orthometric height was computed from unverified reset data.
 AA2764
 AA2764.The geoid height was determined by GEOID03.
 AA2764
 AA2764;                    North         East    Units  Estimated Accuracy
 AA2764;SPC AL E     -   322,390.      224,420.      MT  (+/- 180 meters Scaled)
 AA2764
 AA2764                          SUPERSEDED SURVEY CONTROL
 AA2764
 AA2764  NGVD 29 (11/20/03)  261.86   (m)          859.1    (f) RESET       3  
 AA2764
 AA2764.Superseded values are not recommended for survey control.
 AA2764.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 AA2764.See file dsdata.txt to determine how the superseded data were derived.
 AA2764
 AA2764_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB328973(NAD 83)
 AA2764_MARKER: DV = VERTICAL CONTROL DISK
 AA2764_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 AA2764_STAMPING: G 263 RESET 1976
 AA2764_MARK LOGO: NGS   
 AA2764_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA2764_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 AA2764+STABILITY: SURFACE MOTION
 AA2764
 AA2764  HISTORY     - Date     Condition        Report By
 AA2764  HISTORY     - 1976     MONUMENTED       NGS
 AA2764
 AA2764                          STATION DESCRIPTION
 AA2764
 AA2764'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976 (CLN)
 AA2764'0.9 MILE (1.4 KM) WEST ALONG COUNTY ROAD FROM THE CROSSROADS IN FOSTER
 AA2764'TO A GRADED COUNTY ROAD ON LEFT JUST WEST OF THE UNION HILL METHODIST
 AA2764'CHURCH, THENCE SOUTH ALONG GRADED COUNTY ROAD FOR 0.8 MILE (1.3 KM) TO
 AA2764'MARK ON LEFT AT NORTH END OF CUT-BANK, 57 FEET (17.4 M) EAST-SOUTHEAST
 AA2764'OF THE EAST END OF A 30 INCH CONCRETE CULVERT, 52.5 FEET (16.0 M) EAST
 AA2764'OF THE CENTER OF GRADED ROAD AND 1.0 FOOT (0.3 M) WEST OF A METAL
 AA2764'WITNESS POST AND SIGN, ABOUT 4 FEET (1.2 M) ABOVE THE ROAD AND SET IN
 AA2764'THE TOP OF A ROUND CONCRETE POST FLUSH WITH THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1532 ***********************************************************************
 DG1532  DESIGNATION -  G 264
 DG1532  PID         -  DG1532
 DG1532  STATE/COUNTY-  AL/CLAY
 DG1532  USGS QUAD   -  CLAIRMONT SPRINGS (1983)
 DG1532
 DG1532                         *CURRENT SURVEY CONTROL
 DG1532  ___________________________________________________________________
 DG1532* NAD 83(1986)-  33 19 18.     (N)    085 56 26.     (W)     SCALED    
 DG1532* NAVD 88     -       317.630  (meters)    1042.09   (feet)  ADJUSTED  
 DG1532  ___________________________________________________________________
 DG1532  GEOID HEIGHT-         -28.70  (meters)                     GEOID03
 DG1532  DYNAMIC HT  -         317.272 (meters)    1040.92  (feet)  COMP
 DG1532  MODELED GRAV-     979,499.7   (mgal)                       NAVD 88
 DG1532
 DG1532  VERT ORDER  -  SECOND    CLASS 0
 DG1532
 DG1532.The horizontal coordinates were scaled from a topographic map and have
 DG1532.an estimated accuracy of +/- 6 seconds.
 DG1532
 DG1532.The orthometric height was determined by differential leveling
 DG1532.and adjusted by the National Geodetic Survey in June 1991..
 DG1532
 DG1532.The geoid height was determined by GEOID03.
 DG1532
 DG1532.The dynamic height is computed by dividing the NAVD 88
 DG1532.geopotential number by the normal gravity value computed on the
 DG1532.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1532.degrees latitude (g = 980.6199 gals.).
 DG1532
 DG1532.The modeled gravity was interpolated from observed gravity values.
 DG1532
 DG1532;                    North         East    Units  Estimated Accuracy
 DG1532;SPC AL E     -   312,870.      190,020.      MT  (+/- 180 meters Scaled)
 DG1532
 DG1532                          SUPERSEDED SURVEY CONTROL
 DG1532
 DG1532  NGVD 29 (??/??/92)  317.559  (m)         1041.86   (f) ADJ UNCH    2 0
 DG1532
 DG1532.Superseded values are not recommended for survey control.
 DG1532.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1532.See file dsdata.txt to determine how the superseded data were derived.
 DG1532
 DG1532_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB986874(NAD 83)
 DG1532_MARKER: DB = BENCH MARK DISK
 DG1532_SETTING: 66 = SET IN ROCK OUTCROP
 DG1532_SP_SET: ROCK OUTCROP
 DG1532_STAMPING: G 264 1948
 DG1532_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DG1532+STABILITY: POSITION/ELEVATION WELL
 DG1532
 DG1532  HISTORY     - Date     Condition        Report By
 DG1532  HISTORY     - 1948     MONUMENTED       CGS
 DG1532
 DG1532                          STATION DESCRIPTION
 DG1532
 DG1532'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1532'4.4 MI SE FROM CHANDLER.
 DG1532'ABOUT 0.65 MILE SOUTHWEST ALONG A DIRT ROAD FROM THE ATLANTIC
 DG1532'COAST LINE RAILWAY STATION AT CHANDLER, THENCE ABOUT 3.75 MILES
 DG1532'SOUTHEAST ALONG STATE HIGHWAY 48, ABOUT 0.7 MILE WEST OF THE
 DG1532'HEFLIN JR. HIGH SCHOOL, SOUTH AND ACROSS HIGHWAY FROM A 1-STORY
 DG1532'ASBESTOS SHINGLE FARM HOUSE, 194 FEET EAST OF THE CENTER LINE OF A
 DG1532'DRIVE WAY LEADING TO A HOUSE ON SOUTH SIDE OF HIGHWAY, ABOUT 50
 DG1532'FEET EAST OF THE EXTENDED EAST LINE OF THE HOUSE ON NORTH SIDE
 DG1532'OF HIGHWAY, 48 FEET WEST OF THE 1ST POWER POLE EAST OF A
 DG1532'TRANSFORMER POWER POLE, 28 FEET SOUTH OF THE CENTER LINE OF THE
 DG1532'HIGHWAY, 19 FEET NORTH OF A FENCE LINE AND SET IN THE TOP OF A
 DG1532'ROCK OUTCROP PROJECTING ABOUT 3 INCHES OUT OF GROUND AND ABOUT 2
 DG1532'FEET ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1542 ***********************************************************************
 DG1542  DESIGNATION -  G 265
 DG1542  PID         -  DG1542
 DG1542  STATE/COUNTY-  AL/CLAY
 DG1542  USGS QUAD   -  LINEVILLE WEST (1980)
 DG1542
 DG1542                         *CURRENT SURVEY CONTROL
 DG1542  ___________________________________________________________________
 DG1542* NAD 83(1986)-  33 16 27.     (N)    085 50 10.     (W)     SCALED    
 DG1542* NAVD 88     -       344.560  (meters)    1130.44   (feet)  ADJUSTED  
 DG1542  ___________________________________________________________________
 DG1542  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 DG1542  DYNAMIC HT  -         344.170 (meters)    1129.16  (feet)  COMP
 DG1542  MODELED GRAV-     979,492.8   (mgal)                       NAVD 88
 DG1542
 DG1542  VERT ORDER  -  SECOND    CLASS 0
 DG1542
 DG1542.The horizontal coordinates were scaled from a topographic map and have
 DG1542.an estimated accuracy of +/- 6 seconds.
 DG1542
 DG1542.The orthometric height was determined by differential leveling
 DG1542.and adjusted by the National Geodetic Survey in June 1991..
 DG1542
 DG1542.The geoid height was determined by GEOID03.
 DG1542
 DG1542.The dynamic height is computed by dividing the NAVD 88
 DG1542.geopotential number by the normal gravity value computed on the
 DG1542.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1542.degrees latitude (g = 980.6199 gals.).
 DG1542
 DG1542.The modeled gravity was interpolated from observed gravity values.
 DG1542
 DG1542;                    North         East    Units  Estimated Accuracy
 DG1542;SPC AL E     -   307,600.      199,740.      MT  (+/- 180 meters Scaled)
 DG1542
 DG1542                          SUPERSEDED SURVEY CONTROL
 DG1542
 DG1542  NGVD 29 (??/??/92)  344.510  (m)         1130.28   (f) ADJ UNCH    2 0
 DG1542
 DG1542.Superseded values are not recommended for survey control.
 DG1542.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1542.See file dsdata.txt to determine how the superseded data were derived.
 DG1542
 DG1542_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB083822(NAD 83)
 DG1542_MARKER: DB = BENCH MARK DISK
 DG1542_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 DG1542_SP_SET: CONCRETE WATER TABLE
 DG1542_STAMPING: G 265 1948
 DG1542_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 DG1542
 DG1542  HISTORY     - Date     Condition        Report By
 DG1542  HISTORY     - 1948     MONUMENTED       CGS
 DG1542
 DG1542                          STATION DESCRIPTION
 DG1542
 DG1542'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DG1542'AT ASHLAND.
 DG1542'AT ASHLAND, SET VERTICALLY IN THE WEST FACE OF THE CONCRETE WATER
 DG1542'TABLE AT THE SOUTHWEST CORNER OF THE COURT HOUSE, 0.5 FOOT NORTH
 DG1542'OF THE SOUTHWEST CORNER AND 3 1/2 FEET ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0496 ***********************************************************************
 DH0496  DESIGNATION -  G 266
 DH0496  PID         -  DH0496
 DH0496  STATE/COUNTY-  AL/TALLADEGA
 DH0496  USGS QUAD   -  SYLACAUGA EAST (1987)
 DH0496
 DH0496                         *CURRENT SURVEY CONTROL
 DH0496  ___________________________________________________________________
 DH0496* NAD 83(1986)-  33 14 32.     (N)    086 13 14.     (W)     SCALED    
 DH0496* NAVD 88     -       157.333  (meters)     516.18   (feet)  ADJUSTED  
 DH0496  ___________________________________________________________________
 DH0496  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH0496  DYNAMIC HT  -         157.159 (meters)     515.61  (feet)  COMP
 DH0496  MODELED GRAV-     979,528.3   (mgal)                       NAVD 88
 DH0496
 DH0496  VERT ORDER  -  SECOND    CLASS 0
 DH0496
 DH0496.The horizontal coordinates were scaled from a topographic map and have
 DH0496.an estimated accuracy of +/- 6 seconds.
 DH0496
 DH0496.The orthometric height was determined by differential leveling
 DH0496.and adjusted by the National Geodetic Survey in June 1991..
 DH0496
 DH0496.The geoid height was determined by GEOID03.
 DH0496
 DH0496.The dynamic height is computed by dividing the NAVD 88
 DH0496.geopotential number by the normal gravity value computed on the
 DH0496.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0496.degrees latitude (g = 980.6199 gals.).
 DH0496
 DH0496.The modeled gravity was interpolated from observed gravity values.
 DH0496
 DH0496;                    North         East    Units  Estimated Accuracy
 DH0496;SPC AL E     -   304,130.      163,910.      MT  (+/- 180 meters Scaled)
 DH0496
 DH0496                          SUPERSEDED SURVEY CONTROL
 DH0496
 DH0496  NGVD 29 (??/??/92)  157.278  (m)          516.00   (f) ADJ UNCH    2 0
 DH0496
 DH0496.Superseded values are not recommended for survey control.
 DH0496.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0496.See file dsdata.txt to determine how the superseded data were derived.
 DH0496
 DH0496_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB726784(NAD 83)
 DH0496_MARKER: DB = BENCH MARK DISK
 DH0496_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0496_SP_SET: CULVERT
 DH0496_STAMPING: G 266 1948
 DH0496_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0496
 DH0496  HISTORY     - Date     Condition        Report By
 DH0496  HISTORY     - 1948     MONUMENTED       CGS
 DH0496
 DH0496                          STATION DESCRIPTION
 DH0496
 DH0496'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0496'1.0 MI S FROM SYCAMORE.
 DH0496'ABOUT 1.0 MILE SOUTH ALONG U.S. HIGHWAY 241 FROM THE BAPTIST CHURCH AT
 DH0496'SYCAMORE, ABOUT 125 MILE NORTH OF THE NORTH END OF THE BRIDGE OVER
 DH0496'EMAUHEE CREEK, AT THE JUNCTION OF A ROAD LEADING WEST, SET IN THE TOP
 DH0496'OF THE NORTH END OF THE WEST HEAD WALL OF A 6-FOOT CONCRETE BOX
 DH0496'CULVERT UNDER THE HIGHWAY, 93 FEET SOUTH OF THE CENTER LINE OF THE
 DH0496'ROAD WEST, 39 FEET WEST OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 6
 DH0496'FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0550 ***********************************************************************
 DH0550  DESIGNATION -  G 267
 DH0550  PID         -  DH0550
 DH0550  STATE/COUNTY-  AL/CLAY
 DH0550  USGS QUAD   -  PORTER GAP (1987)
 DH0550
 DH0550                         *CURRENT SURVEY CONTROL
 DH0550  ___________________________________________________________________
 DH0550* NAD 83(1986)-  33 15 34.     (N)    086 02 02.     (W)     SCALED    
 DH0550* NAVD 88     -       277.423  (meters)     910.18   (feet)  ADJUSTED  
 DH0550  ___________________________________________________________________
 DH0550  GEOID HEIGHT-         -28.80  (meters)                     GEOID03
 DH0550  DYNAMIC HT  -         277.109 (meters)     909.15  (feet)  COMP
 DH0550  MODELED GRAV-     979,497.6   (mgal)                       NAVD 88
 DH0550
 DH0550  VERT ORDER  -  SECOND    CLASS 0
 DH0550
 DH0550.The horizontal coordinates were scaled from a topographic map and have
 DH0550.an estimated accuracy of +/- 6 seconds.
 DH0550
 DH0550.The orthometric height was determined by differential leveling
 DH0550.and adjusted by the National Geodetic Survey in June 1991..
 DH0550
 DH0550.The geoid height was determined by GEOID03.
 DH0550
 DH0550.The dynamic height is computed by dividing the NAVD 88
 DH0550.geopotential number by the normal gravity value computed on the
 DH0550.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0550.degrees latitude (g = 980.6199 gals.).
 DH0550
 DH0550.The modeled gravity was interpolated from observed gravity values.
 DH0550
 DH0550;                    North         East    Units  Estimated Accuracy
 DH0550;SPC AL E     -   305,990.      181,310.      MT  (+/- 180 meters Scaled)
 DH0550
 DH0550                          SUPERSEDED SURVEY CONTROL
 DH0550
 DH0550  NGVD 29 (??/??/92)  277.353  (m)          909.95   (f) ADJ UNCH    2 0
 DH0550
 DH0550.Superseded values are not recommended for survey control.
 DH0550.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0550.See file dsdata.txt to determine how the superseded data were derived.
 DH0550
 DH0550_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB899804(NAD 83)
 DH0550_MARKER: DB = BENCH MARK DISK
 DH0550_SETTING: 66 = SET IN ROCK OUTCROP
 DH0550_SP_SET: ROCK OUTCROP
 DH0550_STAMPING: G 267 1948
 DH0550_STABILITY: A = MOST RELIABLE AND EXPECTED TO HOLD
 DH0550+STABILITY: POSITION/ELEVATION WELL
 DH0550
 DH0550  HISTORY     - Date     Condition        Report By
 DH0550  HISTORY     - 1948     MONUMENTED       CGS
 DH0550  HISTORY     - 1982     MARK NOT FOUND   USGS
 DH0550
 DH0550                          STATION DESCRIPTION
 DH0550
 DH0550'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0550'5.65 MI S FROM CHANDLER.
 DH0550'ABOUT 5.65 MILES SOUTH ALONG HATCHET CREEK ROAD LEADING TO BULL GAP
 DH0550'CROSSROAD VIA CHANDLER SPRINGS SCHOOL FROM THE ATLANTIC COAST LINE
 DH0550'RAILROAD STATION AT CHANDLER, ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF
 DH0550'A ROAD SOUTHEAST TO MILLERVILLE, IN A PASTURE ON THE WEST SIDE OF THE
 DH0550'ROAD, ABOUT 0.15 MILE NORTH OF A FARM HOUSE, SET IN THE TOP OF AN
 DH0550'OUTCROP OF LIMESTONE, 45 FEET WEST OF THE CENTER LINE OF THE ROAD, 45
 DH0550'YARDS SOUTH OF THE NORTH PASTURE FENCE, 15 FEET WEST OF THE EAST
 DH0550'PASTURE FENCE LINE, AND ABOUT 2 FEET BELOW THE ROAD.  NOTE-- MARK IS
 DH0550'ABOUT 5.0 MILES NORTH OF THE CROSSROADS AT BULL GAP.
 DH0550
 DH0550                          STATION RECOVERY (1982)
 DH0550
 DH0550'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 DH0550'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0585 ***********************************************************************
 DH0585  DESIGNATION -  G 268
 DH0585  PID         -  DH0585
 DH0585  STATE/COUNTY-  AL/COOSA
 DH0585  USGS QUAD   -  GOODWATER (1987)
 DH0585
 DH0585                         *CURRENT SURVEY CONTROL
 DH0585  ___________________________________________________________________
 DH0585* NAD 83(1986)-  33 04 34.     (N)    086 04 16.     (W)     SCALED    
 DH0585* NAVD 88     -       220.758  (meters)     724.27   (feet)  ADJUSTED  
 DH0585  ___________________________________________________________________
 DH0585  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DH0585  DYNAMIC HT  -         220.504 (meters)     723.44  (feet)  COMP
 DH0585  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 DH0585
 DH0585  VERT ORDER  -  SECOND    CLASS 0
 DH0585
 DH0585.The horizontal coordinates were scaled from a topographic map and have
 DH0585.an estimated accuracy of +/- 6 seconds.
 DH0585
 DH0585.The orthometric height was determined by differential leveling
 DH0585.and adjusted by the National Geodetic Survey in June 1991..
 DH0585
 DH0585.The geoid height was determined by GEOID03.
 DH0585
 DH0585.The dynamic height is computed by dividing the NAVD 88
 DH0585.geopotential number by the normal gravity value computed on the
 DH0585.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0585.degrees latitude (g = 980.6199 gals.).
 DH0585
 DH0585.The modeled gravity was interpolated from observed gravity values.
 DH0585
 DH0585;                    North         East    Units  Estimated Accuracy
 DH0585;SPC AL E     -   285,660.      177,800.      MT  (+/- 180 meters Scaled)
 DH0585
 DH0585                          SUPERSEDED SURVEY CONTROL
 DH0585
 DH0585  NGVD 29 (??/??/92)  220.714  (m)          724.13   (f) ADJ UNCH    2 0
 DH0585
 DH0585.Superseded values are not recommended for survey control.
 DH0585.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0585.See file dsdata.txt to determine how the superseded data were derived.
 DH0585
 DH0585_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB867601(NAD 83)
 DH0585_MARKER: DB = BENCH MARK DISK
 DH0585_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0585_SP_SET: CULVERT
 DH0585_STAMPING: G 268 1948
 DH0585_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0585
 DH0585  HISTORY     - Date     Condition        Report By
 DH0585  HISTORY     - 1948     MONUMENTED       CGS
 DH0585
 DH0585                          STATION DESCRIPTION
 DH0585
 DH0585'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0585'1.25 MI W FROM GOOD WATER.
 DH0585'ABOUT 1.25 MILES WEST ALONG U. S. HIGHWAY 241 FROM THE JUNCTION OF
 DH0585'STATE HIGHWAY 9 AT GOOD WATER, SET IN THE TOP OF THE EAST END OF THE
 DH0585'SOUTH HEADWALL OF A 32-FOOT CONCRETE TRIPLE BOX CULVERT OVER A SMALL
 DH0585'STREAM, 20 FEET SOUTH OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 2
 DH0585'FEET ABOVE THE HIGHWAY LEVEL.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1563 ***********************************************************************
 DG1563  DESIGNATION -  G 269
 DG1563  PID         -  DG1563
 DG1563  STATE/COUNTY-  AL/CLAY
 DG1563  USGS QUAD   -  MILLERVILLE (1983)
 DG1563
 DG1563                         *CURRENT SURVEY CONTROL
 DG1563  ___________________________________________________________________
 DG1563* NAD 83(1986)-  33 08 09.     (N)    085 53 22.     (W)     SCALED    
 DG1563* NAVD 88     -       272.954  (meters)     895.52   (feet)  ADJUSTED  
 DG1563  ___________________________________________________________________
 DG1563  GEOID HEIGHT-         -29.00  (meters)                     GEOID03
 DG1563  DYNAMIC HT  -         272.642 (meters)     894.49  (feet)  COMP
 DG1563  MODELED GRAV-     979,488.0   (mgal)                       NAVD 88
 DG1563
 DG1563  VERT ORDER  -  SECOND    CLASS 0
 DG1563
 DG1563.The horizontal coordinates were scaled from a topographic map and have
 DG1563.an estimated accuracy of +/- 6 seconds.
 DG1563
 DG1563.The orthometric height was determined by differential leveling
 DG1563.and adjusted by the National Geodetic Survey in June 1991..
 DG1563
 DG1563.The geoid height was determined by GEOID03.
 DG1563
 DG1563.The dynamic height is computed by dividing the NAVD 88
 DG1563.geopotential number by the normal gravity value computed on the
 DG1563.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1563.degrees latitude (g = 980.6199 gals.).
 DG1563
 DG1563.The modeled gravity was interpolated from observed gravity values.
 DG1563
 DG1563;                    North         East    Units  Estimated Accuracy
 DG1563;SPC AL E     -   292,260.      194,760.      MT  (+/- 180 meters Scaled)
 DG1563
 DG1563                          SUPERSEDED SURVEY CONTROL
 DG1563
 DG1563  NGVD 29 (??/??/92)  272.905  (m)          895.36   (f) ADJ UNCH    2 0
 DG1563
 DG1563.Superseded values are not recommended for survey control.
 DG1563.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1563.See file dsdata.txt to determine how the superseded data were derived.
 DG1563
 DG1563_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB035668(NAD 83)
 DG1563_MARKER: DB = BENCH MARK DISK
 DG1563_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1563_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1563_STAMPING: G 269 1949
 DG1563_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1563+STABILITY: SURFACE MOTION
 DG1563
 DG1563  HISTORY     - Date     Condition        Report By
 DG1563  HISTORY     - 1949     MONUMENTED       CGS
 DG1563
 DG1563                          STATION DESCRIPTION
 DG1563
 DG1563'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1563'6.4 MI SE FROM MILLERVILLE.
 DG1563'ABOUT 1.25 MILES NORTHEAST ALONG STATE HIGHWAY 9 FROM THE
 DG1563'CEMETERY AT MILLERVILLE, THENCE ABOUT 5.1 MILES SOUTH AND SOUTHEAST
 DG1563'ALONG A DIRT ROAD, AT GUTHRIES CHAPEL, ABOUT 0.3 MILE SOUTH OF
 DG1563'THE JUNCTION OF A ROAD NORTHEAST, 50 FEET SOUTHEAST OF THE
 DG1563'CENTER OF THE JUNCTION OF A ROAD SOUTHWEST, 88 FEET NORTHWEST OF
 DG1563'THE NORTHWEST CORNER OF THE CHURCH, 39 FEET EAST OF THE CENTER
 DG1563'LINE OF THE ROAD, 34 FEET NORTHEAST OF THE NORTHEAST END OF
 DG1563'A 14-INCH PIPE CULVERT DIAGONALLY UNDER ROAD, 21 FEET NORTH-NORTHEAST
 DG1563'OF A 26-INCH OAK TREE, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 DG1563'1 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 DG1563'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1523 ***********************************************************************
 DG1523  DESIGNATION -  G 270
 DG1523  PID         -  DG1523
 DG1523  STATE/COUNTY-  AL/TALLAPOOSA
 DG1523  USGS QUAD   -  NEW SITE (1969)
 DG1523
 DG1523                         *CURRENT SURVEY CONTROL
 DG1523  ___________________________________________________________________
 DG1523* NAD 83(1986)-  33 05 36.     (N)    085 49 47.     (W)     SCALED    
 DG1523* NAVD 88     -       244.063  (meters)     800.73   (feet)  ADJUSTED  
 DG1523  ___________________________________________________________________
 DG1523  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 DG1523  DYNAMIC HT  -         243.782 (meters)     799.81  (feet)  COMP
 DG1523  MODELED GRAV-     979,477.9   (mgal)                       NAVD 88
 DG1523
 DG1523  VERT ORDER  -  SECOND    CLASS 0
 DG1523
 DG1523.The horizontal coordinates were scaled from a topographic map and have
 DG1523.an estimated accuracy of +/- 6 seconds.
 DG1523
 DG1523.The orthometric height was determined by differential leveling
 DG1523.and adjusted by the National Geodetic Survey in June 1991..
 DG1523
 DG1523.The geoid height was determined by GEOID03.
 DG1523
 DG1523.The dynamic height is computed by dividing the NAVD 88
 DG1523.geopotential number by the normal gravity value computed on the
 DG1523.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1523.degrees latitude (g = 980.6199 gals.).
 DG1523
 DG1523.The modeled gravity was interpolated from observed gravity values.
 DG1523
 DG1523;                    North         East    Units  Estimated Accuracy
 DG1523;SPC AL E     -   287,550.      200,340.      MT  (+/- 180 meters Scaled)
 DG1523
 DG1523                          SUPERSEDED SURVEY CONTROL
 DG1523
 DG1523  NGVD 29 (??/??/92)  244.014  (m)          800.57   (f) ADJ UNCH    2 0
 DG1523
 DG1523.Superseded values are not recommended for survey control.
 DG1523.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1523.See file dsdata.txt to determine how the superseded data were derived.
 DG1523
 DG1523_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB092622(NAD 83)
 DG1523_MARKER: DB = BENCH MARK DISK
 DG1523_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1523_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1523_STAMPING: G 270 1949
 DG1523_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1523+STABILITY: SURFACE MOTION
 DG1523
 DG1523  HISTORY     - Date     Condition        Report By
 DG1523  HISTORY     - 1949     MONUMENTED       CGS
 DG1523
 DG1523                          STATION DESCRIPTION
 DG1523
 DG1523'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1523'3 MI NW FROM GOLDVILLE.
 DG1523'ABOUT 0.45 MILE NORTHWEST ALONG A DIRT ROAD FROM THE CROSSROADS
 DG1523'AT GOLDVILLE, THENCE ABOUT 2.6 MILES WEST-NORTHWEST ALONG A DIRT
 DG1523'ROAD, ABOUT 0.5 MILE WEST OF THE JUNCTION OF A ROAD SOUTH, AT A
 DG1523'CURVE IN THE ROAD WITH TANGENTS EAST AND SOUTHWEST AND THE
 DG1523'JUNCTION OF A ROAD WEST, 73 FEET EAST-NORTHEAST OF THE CENTER
 DG1523'OF THE JUNCTION, 166 FEET SOUTHEAST OF THE SOUTHEAST CORNER OF A
 DG1523'HOUSE, 93 FEET SOUTHEAST OF A WELL, 36 FEET SOUTH-SOUTHEAST OF A
 DG1523'30-INCH OAK TREE, 54 FEET NORTH OF THE CENTER LINE OF THE EAST
 DG1523'TANGENT OF THE ROAD, 6 FEET WEST OF THE SOUTHWEST CORNER OF A
 DG1523'DOUBLE GARAGE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST,
 DG1523'2 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 DG1523'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1500 ***********************************************************************
 DG1500  DESIGNATION -  G 271
 DG1500  PID         -  DG1500
 DG1500  STATE/COUNTY-  AL/TALLAPOOSA
 DG1500  USGS QUAD   -  NEW SITE (1969)
 DG1500
 DG1500                         *CURRENT SURVEY CONTROL
 DG1500  ___________________________________________________________________
 DG1500* NAD 83(1986)-  33 00 05.     (N)    085 49 20.     (W)     SCALED    
 DG1500* NAVD 88     -       228.474  (meters)     749.59   (feet)  ADJUSTED  
 DG1500  ___________________________________________________________________
 DG1500  GEOID HEIGHT-         -29.16  (meters)                     GEOID03
 DG1500  DYNAMIC HT  -         228.209 (meters)     748.72  (feet)  COMP
 DG1500  MODELED GRAV-     979,475.7   (mgal)                       NAVD 88
 DG1500
 DG1500  VERT ORDER  -  SECOND    CLASS 0
 DG1500
 DG1500.The horizontal coordinates were scaled from a topographic map and have
 DG1500.an estimated accuracy of +/- 6 seconds.
 DG1500
 DG1500.The orthometric height was determined by differential leveling
 DG1500.and adjusted by the National Geodetic Survey in June 1991..
 DG1500
 DG1500.The geoid height was determined by GEOID03.
 DG1500
 DG1500.The dynamic height is computed by dividing the NAVD 88
 DG1500.geopotential number by the normal gravity value computed on the
 DG1500.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1500.degrees latitude (g = 980.6199 gals.).
 DG1500
 DG1500.The modeled gravity was interpolated from observed gravity values.
 DG1500
 DG1500;                    North         East    Units  Estimated Accuracy
 DG1500;SPC AL E     -   277,350.      201,040.      MT  (+/- 180 meters Scaled)
 DG1500
 DG1500                          SUPERSEDED SURVEY CONTROL
 DG1500
 DG1500  NGVD 29 (??/??/92)  228.443  (m)          749.48   (f) ADJ UNCH    2 0
 DG1500
 DG1500.Superseded values are not recommended for survey control.
 DG1500.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1500.See file dsdata.txt to determine how the superseded data were derived.
 DG1500
 DG1500_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB100520(NAD 83)
 DG1500_MARKER: DB = BENCH MARK DISK
 DG1500_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1500_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1500_STAMPING: G 271 1949
 DG1500_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1500+STABILITY: SURFACE MOTION
 DG1500
 DG1500  HISTORY     - Date     Condition        Report By
 DG1500  HISTORY     - 1949     MONUMENTED       CGS
 DG1500
 DG1500                          STATION DESCRIPTION
 DG1500
 DG1500'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1500'3.4 MI SW FROM NEW SITE.
 DG1500'ABOUT 3.45 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH
 DG1500'SCHOOL AT NEW SITE, AT THE NORTHEAST END OF A CUT, AT A DRIVE
 DG1500'NORTHWEST TO A HOUSE, 116 FEET NORTHEAST AND ACROSS ROAD NORTHWEST
 DG1500'FROM A POWER POLE, 130 FEET NORTH-NORTHEAST OF THE CENTER OF THE
 DG1500'JUNCTION, 43 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 DG1500'73 FEET NORTHEAST OF THE CENTER LINE OF THE DRIVE NORTHWEST, 15
 DG1500'FEET SOUTHEAST OF A TRIANGULAR BLAZED 12-INCH OAK TREE, 2 FEET
 DG1500'NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE
 DG1500'HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0599 ***********************************************************************
 DH0599  DESIGNATION -  G 272
 DH0599  PID         -  DH0599
 DH0599  STATE/COUNTY-  AL/COOSA
 DH0599  USGS QUAD   -  HOLLINS (1984)
 DH0599
 DH0599                         *CURRENT SURVEY CONTROL
 DH0599  ___________________________________________________________________
 DH0599* NAD 83(1986)-  33 03 28.     (N)    086 08 41.     (W)     SCALED    
 DH0599* NAVD 88     -       233.515  (meters)     766.12   (feet)  POSTED    
 DH0599  ___________________________________________________________________
 DH0599  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 DH0599  DYNAMIC HT  -         233.250 (meters)     765.25  (feet)  COMP
 DH0599  MODELED GRAV-     979,486.4   (mgal)                       NAVD 88
 DH0599
 DH0599  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH0599
 DH0599.The horizontal coordinates were scaled from a topographic map and have
 DH0599.an estimated accuracy of +/- 6 seconds.
 DH0599
 DH0599.The orthometric height was determined by differential leveling
 DH0599.and adjusted by the National Geodetic Survey in 1992..
 DH0599.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH0599.rate of 0.0 thru 1.0 mm/km.
 DH0599
 DH0599.The geoid height was determined by GEOID03.
 DH0599
 DH0599.The dynamic height is computed by dividing the NAVD 88
 DH0599.geopotential number by the normal gravity value computed on the
 DH0599.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0599.degrees latitude (g = 980.6199 gals.).
 DH0599
 DH0599.The modeled gravity was interpolated from observed gravity values.
 DH0599
 DH0599;                    North         East    Units  Estimated Accuracy
 DH0599;SPC AL E     -   283,650.      170,920.      MT  (+/- 180 meters Scaled)
 DH0599
 DH0599                          SUPERSEDED SURVEY CONTROL
 DH0599
 DH0599  NGVD 29 (??/??/92)  233.467  (m)          765.97   (f) ADJ UNCH    2 0
 DH0599
 DH0599.Superseded values are not recommended for survey control.
 DH0599.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0599.See file dsdata.txt to determine how the superseded data were derived.
 DH0599
 DH0599_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB798580(NAD 83)
 DH0599_MARKER: DB = BENCH MARK DISK
 DH0599_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0599_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0599_STAMPING: G 272 1949
 DH0599_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0599+STABILITY: SURFACE MOTION
 DH0599
 DH0599  HISTORY     - Date     Condition        Report By
 DH0599  HISTORY     - 1949     MONUMENTED       CGS
 DH0599  HISTORY     - 1982     MARK NOT FOUND   USGS
 DH0599
 DH0599                          STATION DESCRIPTION
 DH0599
 DH0599'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0599'3.45 MI SW FROM PARKDALE.
 DH0599'ABOUT 3.45 MILES SOUTHWEST ALONG A BLACK TOP ROAD LEADING TO HANOVER
 DH0599'FROM THE PARKDALE METHODIST CHURCH AND JUNCTION OF U.S. HIGHWAY 241 AT
 DH0599'PARKDALE, ABOUT 1.0 MILE SOUTHWEST OF MT. OLIVE BAPTIST CHURCH AND
 DH0599'CEMETERY, ABOUT 0.8 MILE SOUTHWEST OF A SMALL CHURCH, CEMETERY AND
 DH0599'SCHOOL, ABOUT 0.5 MILE SOUTHWEST OF A CONCRETE BRIDGE, AT A HOUSE ON
 DH0599'WEST SIDE OF ROAD, 129 FEET SOUTH-SOUTHEAST OF THE SOUTHEAST CORNER OF
 DH0599'THE BRICK CHIMNEY ON SOUTH SIDE OF HOUSE, 57 FEET SOUTHWEST AND ACROSS
 DH0599'DRIVE VAY FROM A 28-INCH GUM TREE, 49 FEET WEST OF THE CENTER LINE OF
 DH0599'THE ROAD, 24 FEET SOUTHWEST OF THE CENTER LINE OF THE SOUTH DRIVE TO
 DH0599'HOUSE, 25 FEET WEST OF THE SOUTH END OF A 12-INCH PIPE CULVERT UNDER
 DH0599'SOUTH DRIVE, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 2 1/2
 DH0599'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 DH0599'INCHES.
 DH0599
 DH0599                          STATION RECOVERY (1982)
 DH0599
 DH0599'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1982
 DH0599'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1334 ***********************************************************************
 CM1334  DESIGNATION -  G 273
 CM1334  PID         -  CM1334
 CM1334  STATE/COUNTY-  AL/TALLAPOOSA
 CM1334  USGS QUAD   -  OUR TOWN (1971)
 CM1334
 CM1334                         *CURRENT SURVEY CONTROL
 CM1334  ___________________________________________________________________
 CM1334* NAD 83(1986)-  32 45 18.     (N)    085 56 46.     (W)     SCALED    
 CM1334* NAVD 88     -       180.585  (meters)     592.47   (feet)  ADJUSTED  
 CM1334  ___________________________________________________________________
 CM1334  GEOID HEIGHT-         -29.10  (meters)                     GEOID03
 CM1334  DYNAMIC HT  -         180.372 (meters)     591.77  (feet)  COMP
 CM1334  MODELED GRAV-     979,454.3   (mgal)                       NAVD 88
 CM1334
 CM1334  VERT ORDER  -  SECOND    CLASS 0
 CM1334
 CM1334.The horizontal coordinates were scaled from a topographic map and have
 CM1334.an estimated accuracy of +/- 6 seconds.
 CM1334
 CM1334.The orthometric height was determined by differential leveling
 CM1334.and adjusted by the National Geodetic Survey in June 1991..
 CM1334
 CM1334.The geoid height was determined by GEOID03.
 CM1334
 CM1334.The dynamic height is computed by dividing the NAVD 88
 CM1334.geopotential number by the normal gravity value computed on the
 CM1334.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1334.degrees latitude (g = 980.6199 gals.).
 CM1334
 CM1334.The modeled gravity was interpolated from observed gravity values.
 CM1334
 CM1334;                    North         East    Units  Estimated Accuracy
 CM1334;SPC AL E     -   250,030.      189,430.      MT  (+/- 180 meters Scaled)
 CM1334
 CM1334                          SUPERSEDED SURVEY CONTROL
 CM1334
 CM1334  NGVD 29 (??/??/92)  180.565  (m)          592.40   (f) ADJ UNCH    2 0
 CM1334
 CM1334.Superseded values are not recommended for survey control.
 CM1334.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1334.See file dsdata.txt to determine how the superseded data were derived.
 CM1334
 CM1334_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB987246(NAD 83)
 CM1334_MARKER: DB = BENCH MARK DISK
 CM1334_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1334_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1334_STAMPING: G 273 1949
 CM1334_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1334+STABILITY: SURFACE MOTION
 CM1334
 CM1334  HISTORY     - Date     Condition        Report By
 CM1334  HISTORY     - 1949     MONUMENTED       CGS
 CM1334
 CM1334                          STATION DESCRIPTION
 CM1334
 CM1334'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CM1334'1 MI S FROM BENSON.
 CM1334'ABOUT 0.95 MILE SOUTH ALONG STATE HIGHWAY 63 FROM THE COTTON GIN
 CM1334'AT TALLAPOOSA, AT THE TALLAPOOSA-ELMORE COUNTY LINE, ABOUT 1.2
 CM1334'MILES NORTHEAST OF THE NORTHEAST END OF THE BRIDGE OVER LAKE
 CM1334'MARTIN, 42 FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY,
 CM1334'31 1/2 FEET NORTH OF THE COUNTY LINE SIGN POST, 17 FEET
 CM1334'NORTH-NORTHEAST OF A SECTION SIGN POST, 9 1/2 FEET SOUTHEAST
 CM1334'OF A FENCE LINE, 7 FEET SOUTH-SOUTHWEST OF A TRIANGULAR BLAZED
 CM1334'7-INCH PINE TREE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST,
 CM1334'ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A CONCRETE
 CM1334'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DG1481 ***********************************************************************
 DG1481  DESIGNATION -  G 274
 DG1481  PID         -  DG1481
 DG1481  STATE/COUNTY-  AL/TALLAPOOSA
 DG1481  USGS QUAD   -  DAVISTON (1969)
 DG1481
 DG1481                         *CURRENT SURVEY CONTROL
 DG1481  ___________________________________________________________________
 DG1481* NAD 83(1986)-  33 01 54.     (N)    085 41 42.     (W)     SCALED    
 DG1481* NAVD 88     -       197.575  (meters)     648.21   (feet)  ADJUSTED  
 DG1481  ___________________________________________________________________
 DG1481  GEOID HEIGHT-         -29.19  (meters)                     GEOID03
 DG1481  DYNAMIC HT  -         197.346 (meters)     647.46  (feet)  COMP
 DG1481  MODELED GRAV-     979,478.4   (mgal)                       NAVD 88
 DG1481
 DG1481  VERT ORDER  -  SECOND    CLASS 0
 DG1481
 DG1481.The horizontal coordinates were scaled from a topographic map and have
 DG1481.an estimated accuracy of +/- 6 seconds.
 DG1481
 DG1481.The orthometric height was determined by differential leveling
 DG1481.and adjusted by the National Geodetic Survey in June 1991..
 DG1481
 DG1481.The geoid height was determined by GEOID03.
 DG1481
 DG1481.The dynamic height is computed by dividing the NAVD 88
 DG1481.geopotential number by the normal gravity value computed on the
 DG1481.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DG1481.degrees latitude (g = 980.6199 gals.).
 DG1481
 DG1481.The modeled gravity was interpolated from observed gravity values.
 DG1481
 DG1481;                    North         East    Units  Estimated Accuracy
 DG1481;SPC AL E     -   280,720.      212,920.      MT  (+/- 180 meters Scaled)
 DG1481
 DG1481                          SUPERSEDED SURVEY CONTROL
 DG1481
 DG1481  NGVD 29 (??/??/92)  197.527  (m)          648.05   (f) ADJ UNCH    2 0
 DG1481
 DG1481.Superseded values are not recommended for survey control.
 DG1481.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DG1481.See file dsdata.txt to determine how the superseded data were derived.
 DG1481
 DG1481_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB218555(NAD 83)
 DG1481_MARKER: DB = BENCH MARK DISK
 DG1481_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DG1481_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DG1481_STAMPING: G 274 1949
 DG1481_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DG1481+STABILITY: SURFACE MOTION
 DG1481
 DG1481  HISTORY     - Date     Condition        Report By
 DG1481  HISTORY     - 1949     MONUMENTED       CGS
 DG1481
 DG1481                          STATION DESCRIPTION
 DG1481
 DG1481'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DG1481'3.6 MI SW FROM DAVISTON.
 DG1481'ABOUT 3.6 MILES SOUTHWEST ALONG STATE HIGHWAY 63 FROM THE HIGH
 DG1481'SCHOOL AT DAVISTON, ABOUT 0.3 MILE NORTHEAST OF A CONCRETE BRIDGE
 DG1481'OVER A CREEK, ABOUT 0.25 MILE SOUTHWEST OF A 12-FOOT WOODEN BRIDGE
 DG1481'OVER A CREEK, AT THE NORTHEAST END OF A CUT, ABOUT 0.2 MILE
 DG1481'NORTHEAST OF A ROAD SOUTHEAST, 57 FEET SOUTHEAST OF THE CENTER
 DG1481'LINE OF THE HIGHWAY, 41 FEET EAST OF THE SOUTHEAST END OF A
 DG1481'20-INCH PIPE CULVERT UNDER HIGHWAY, 11 FEET EAST-NORTHEAST OF A
 DG1481'TRIANGULAR BLAZED 12-INCH GUM TREE, 1 1/2 FEET SOUTH OF A WHITE
 DG1481'WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP OF
 DG1481'A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0814 ***********************************************************************
 DH0814  DESIGNATION -  G 275
 DH0814  PID         -  DH0814
 DH0814  STATE/COUNTY-  AL/SHELBY
 DH0814  USGS QUAD   -  ALABASTER (1980)
 DH0814
 DH0814                         *CURRENT SURVEY CONTROL
 DH0814  ___________________________________________________________________
 DH0814* NAD 83(1986)-  33 13 04.     (N)    086 47 55.     (W)     SCALED    
 DH0814* NAVD 88     -       173.347  (meters)     568.72   (feet)  ADJUSTED  
 DH0814  ___________________________________________________________________
 DH0814  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0814  DYNAMIC HT  -         173.154 (meters)     568.09  (feet)  COMP
 DH0814  MODELED GRAV-     979,520.9   (mgal)                       NAVD 88
 DH0814
 DH0814  VERT ORDER  -  SECOND    CLASS 0
 DH0814
 DH0814.The horizontal coordinates were scaled from a topographic map and have
 DH0814.an estimated accuracy of +/- 6 seconds.
 DH0814
 DH0814.The orthometric height was determined by differential leveling
 DH0814.and adjusted by the National Geodetic Survey in June 1991..
 DH0814
 DH0814.The geoid height was determined by GEOID03.
 DH0814
 DH0814.The dynamic height is computed by dividing the NAVD 88
 DH0814.geopotential number by the normal gravity value computed on the
 DH0814.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0814.degrees latitude (g = 980.6199 gals.).
 DH0814
 DH0814.The modeled gravity was interpolated from observed gravity values.
 DH0814
 DH0814;                    North         East    Units  Estimated Accuracy
 DH0814;SPC AL W     -   356,980.      665,380.      MT  (+/- 180 meters Scaled)
 DH0814
 DH0814                          SUPERSEDED SURVEY CONTROL
 DH0814
 DH0814  NGVD 29 (??/??/92)  173.305  (m)          568.58   (f) ADJ UNCH    2 0
 DH0814
 DH0814.Superseded values are not recommended for survey control.
 DH0814.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0814.See file dsdata.txt to determine how the superseded data were derived.
 DH0814
 DH0814_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB187754(NAD 83)
 DH0814_MARKER: DB = BENCH MARK DISK
 DH0814_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0814_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0814_STAMPING: G 275 1948
 DH0814_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0814+STABILITY: SURFACE MOTION
 DH0814
 DH0814  HISTORY     - Date     Condition        Report By
 DH0814  HISTORY     - 1948     MONUMENTED       CGS
 DH0814
 DH0814                          STATION DESCRIPTION
 DH0814
 DH0814'DESCRIBED BY COAST AND GEODETIC SURVEY 1948
 DH0814'0.4 MI NW FROM SAGINAW.
 DH0814'ABOUT 0.4 MILE NORTHWEST ALONG U.S. HIGHWAY 31 FROM THE POST OFFICE AT
 DH0814'SAGINAW, AT A CROSS ROAD, 56 FEET SOUTH OF THE CENTER LINE OF THE
 DH0814'HIGHWAY, 30 FEET NORTH OF THE NORTH RAIL OF THE LOUISVILLE AND
 DH0814'NASHVILLE RAILROAD, 36 FEET WEST OF THE CENTER LINE OF THE ROAD SOUTH,
 DH0814'22.5 FEET WEST-NORTHWEST OF THE RAILROAD CROSSING SIGN, 21 FEET
 DH0814'SOUTH-SOUTHWEST OF A 20-INCH WHITE OAK TREE, 2 FEET WEST OF A WHITE
 DH0814'WOODEN WITNESS POST, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 DH0814'4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0846 ***********************************************************************
 DH0846  DESIGNATION -  G 276
 DH0846  PID         -  DH0846
 DH0846  STATE/COUNTY-  AL/SHELBY
 DH0846  USGS QUAD   -  BOUNDS LAKE (1980)
 DH0846
 DH0846                         *CURRENT SURVEY CONTROL
 DH0846  ___________________________________________________________________
 DH0846* NAD 83(1986)-  33 11 17.     (N)    086 40 22.     (W)     SCALED    
 DH0846* NAVD 88     -       154.443  (meters)     506.70   (feet)  ADJUSTED  
 DH0846  ___________________________________________________________________
 DH0846  GEOID HEIGHT-         -29.09  (meters)                     GEOID03
 DH0846  DYNAMIC HT  -         154.270 (meters)     506.13  (feet)  COMP
 DH0846  MODELED GRAV-     979,514.8   (mgal)                       NAVD 88
 DH0846
 DH0846  VERT ORDER  -  SECOND    CLASS 0
 DH0846
 DH0846.The horizontal coordinates were scaled from a topographic map and have
 DH0846.an estimated accuracy of +/- 6 seconds.
 DH0846
 DH0846.The orthometric height was determined by differential leveling
 DH0846.and adjusted by the National Geodetic Survey in June 1991..
 DH0846
 DH0846.The geoid height was determined by GEOID03.
 DH0846
 DH0846.The dynamic height is computed by dividing the NAVD 88
 DH0846.geopotential number by the normal gravity value computed on the
 DH0846.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0846.degrees latitude (g = 980.6199 gals.).
 DH0846
 DH0846.The modeled gravity was interpolated from observed gravity values.
 DH0846
 DH0846;                    North         East    Units  Estimated Accuracy
 DH0846;SPC AL W     -   353,770.      677,140.      MT  (+/- 180 meters Scaled)
 DH0846
 DH0846                          SUPERSEDED SURVEY CONTROL
 DH0846
 DH0846  NGVD 29 (??/??/92)  154.394  (m)          506.54   (f) ADJ UNCH    2 0
 DH0846
 DH0846.Superseded values are not recommended for survey control.
 DH0846.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0846.See file dsdata.txt to determine how the superseded data were derived.
 DH0846
 DH0846_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB305721(NAD 83)
 DH0846_MARKER: DB = BENCH MARK DISK
 DH0846_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0846_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0846_STAMPING: G 276 1949
 DH0846_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0846+STABILITY: SURFACE MOTION
 DH0846
 DH0846  HISTORY     - Date     Condition        Report By
 DH0846  HISTORY     - 1949     MONUMENTED       CGS
 DH0846
 DH0846                          STATION DESCRIPTION
 DH0846
 DH0846'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0846'7.5 MI W FROM COLUMBIANA.
 DH0846'ABOUT 4.3 MILES SOUTHWEST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0846'AT COLUMBIANA, THENCE ABOUT 2.2 MILES NORTH AND NORTHEAST ALONG A
 DH0846'GRAVEL ROAD, THENCE ABOUT 1.0 MILE NORTH ALONG A GRAVEL ROAD, ABOUT
 DH0846'0.15 MILE SOUTH OF A CONCRETE AND STONE BRIDGE OVER WAXAHATCHEE CREEK,
 DH0846'AT AN S CURVE IN ROAD AND ON THE OUTSIDE OF CURVE WITH TANGENTS
 DH0846'NORTHWEST AND EAST, 109 FEET WEST OF THE WEST END OF THE SOUTH HEAD
 DH0846'WALL OF A STONE MASONRY CULVERT, 28 FEET SOUTHWEST OF THE CENTER LINE
 DH0846'OF THE ROAD, 19 FEET NORTHWEST OF AN 18-INCH OAK TREE, 2 FEET
 DH0846'NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD
 DH0846'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0861 ***********************************************************************
 DH0861  DESIGNATION -  G 277
 DH0861  PID         -  DH0861
 DH0861  STATE/COUNTY-  AL/SHELBY
 DH0861  USGS QUAD   -  CHELSEA (1978)
 DH0861
 DH0861                         *CURRENT SURVEY CONTROL
 DH0861  ___________________________________________________________________
 DH0861* NAD 83(1986)-  33 18 24.     (N)    086 40 59.     (W)     SCALED    
 DH0861* NAVD 88     -       164.962  (meters)     541.21   (feet)  ADJUSTED  
 DH0861  ___________________________________________________________________
 DH0861  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0861  DYNAMIC HT  -         164.779 (meters)     540.61  (feet)  COMP
 DH0861  MODELED GRAV-     979,524.9   (mgal)                       NAVD 88
 DH0861
 DH0861  VERT ORDER  -  SECOND    CLASS 0
 DH0861
 DH0861.The horizontal coordinates were scaled from a topographic map and have
 DH0861.an estimated accuracy of +/- 6 seconds.
 DH0861
 DH0861.The orthometric height was determined by differential leveling
 DH0861.and adjusted by the National Geodetic Survey in June 1991..
 DH0861
 DH0861.The geoid height was determined by GEOID03.
 DH0861
 DH0861.The dynamic height is computed by dividing the NAVD 88
 DH0861.geopotential number by the normal gravity value computed on the
 DH0861.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0861.degrees latitude (g = 980.6199 gals.).
 DH0861
 DH0861.The modeled gravity was interpolated from observed gravity values.
 DH0861
 DH0861;                    North         East    Units  Estimated Accuracy
 DH0861;SPC AL W     -   366,920.      676,080.      MT  (+/- 180 meters Scaled)
 DH0861
 DH0861                          SUPERSEDED SURVEY CONTROL
 DH0861
 DH0861  NGVD 29 (??/??/92)  164.894  (m)          540.99   (f) ADJ UNCH    2 0
 DH0861
 DH0861.Superseded values are not recommended for survey control.
 DH0861.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0861.See file dsdata.txt to determine how the superseded data were derived.
 DH0861
 DH0861_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB295853(NAD 83)
 DH0861_MARKER: DB = BENCH MARK DISK
 DH0861_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0861_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0861_STAMPING: G 277 1949
 DH0861_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0861+STABILITY: SURFACE MOTION
 DH0861_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 DH0861+SATELLITE: SATELLITE OBSERVATIONS - January 31, 2003
 DH0861
 DH0861  HISTORY     - Date     Condition        Report By
 DH0861  HISTORY     - 1949     MONUMENTED       CGS
 DH0861  HISTORY     - 20030131 GOOD             GEOCAC
 DH0861
 DH0861                          STATION DESCRIPTION
 DH0861
 DH0861'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0861'3.3 MI E FROM SIMMSVILLE.
 DH0861'ABOUT 0.55 MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE ATLANTIC COAST
 DH0861'LINE RAILWAY STATION AT SIMMSVILLE, THENCE ABOUT 2.75 MILES SOUTHEAST
 DH0861'AND EAST ALONG A GRAVEL ROAD LEADING TO THE PLEASANT VALLEY CHURCH, AT
 DH0861'THE CHURCH, 110 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD, 52 FEET
 DH0861'WEST OF THE WEST CORNER OF THE CONCRETE BLOCK CHURCH BUILDING, 16.5
 DH0861'FEET NORTHEAST OF A 14-INCH OAK TREE, 2 FEET NORTHEAST OF A WHITE
 DH0861'WOODEN WITNESS POST, 4 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 DH0861'CONCRETE POST PROJECTING 4 INCHES.
 DH0861
 DH0861                          STATION RECOVERY (2003)
 DH0861
 DH0861'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0861'THE DESCRIPTION SHOULD READ AS LOCATED IN THE CHURCH YARD OF THE
 DH0861'PLEASANT VALLEY FREEWILL BAPTIST CHURCH LOCATED AT 708 HIGHWAY 36 IN
 DH0861'CHELSEA. THE MARK IS LOCATED APPROXIMATELY 46 FEET FROM THE NORTHWEST
 DH0861'CORNER OF THE CHURCH BUILDING. THE COORDINATES OF N33 18.421 W86
 DH0861'40.987 WERE ACQUIRED WITH A 6 MINUTE OCCUPATION WITH WAAS SIGNALS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0899 ***********************************************************************
 DH0899  DESIGNATION -  G 278
 DH0899  PID         -  DH0899
 DH0899  STATE/COUNTY-  AL/SHELBY
 DH0899  USGS QUAD   -  COLUMBIANA (1980)
 DH0899
 DH0899                         *CURRENT SURVEY CONTROL
 DH0899  ___________________________________________________________________
 DH0899* NAD 83(1986)-  33 11 12.     (N)    086 35 44.     (W)     SCALED    
 DH0899* NAVD 88     -       162.721  (meters)     533.86   (feet)  ADJUSTED  
 DH0899  ___________________________________________________________________
 DH0899  GEOID HEIGHT-         -29.11  (meters)                     GEOID03
 DH0899  DYNAMIC HT  -         162.539 (meters)     533.26  (feet)  COMP
 DH0899  MODELED GRAV-     979,516.1   (mgal)                       NAVD 88
 DH0899
 DH0899  VERT ORDER  -  SECOND    CLASS 0
 DH0899
 DH0899.The horizontal coordinates were scaled from a topographic map and have
 DH0899.an estimated accuracy of +/- 6 seconds.
 DH0899
 DH0899.The orthometric height was determined by differential leveling
 DH0899.and adjusted by the National Geodetic Survey in June 1991..
 DH0899
 DH0899.The geoid height was determined by GEOID03.
 DH0899
 DH0899.The dynamic height is computed by dividing the NAVD 88
 DH0899.geopotential number by the normal gravity value computed on the
 DH0899.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0899.degrees latitude (g = 980.6199 gals.).
 DH0899
 DH0899.The modeled gravity was interpolated from observed gravity values.
 DH0899
 DH0899;                    North         East    Units  Estimated Accuracy
 DH0899;SPC AL W     -   353,680.      684,340.      MT  (+/- 180 meters Scaled)
 DH0899
 DH0899                          SUPERSEDED SURVEY CONTROL
 DH0899
 DH0899  NGVD 29 (??/??/92)  162.671  (m)          533.70   (f) ADJ UNCH    2 0
 DH0899
 DH0899.Superseded values are not recommended for survey control.
 DH0899.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0899.See file dsdata.txt to determine how the superseded data were derived.
 DH0899
 DH0899_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB377720(NAD 83)
 DH0899_MARKER: DB = BENCH MARK DISK
 DH0899_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH0899_SP_SET: CULVERT
 DH0899_STAMPING: G 278 1949
 DH0899_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH0899_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 DH0899+SATELLITE: SATELLITE OBSERVATIONS - July 06, 2003
 DH0899
 DH0899  HISTORY     - Date     Condition        Report By
 DH0899  HISTORY     - 1949     MONUMENTED       CGS
 DH0899  HISTORY     - 20030706 GOOD             GEOCAC
 DH0899
 DH0899                          STATION DESCRIPTION
 DH0899
 DH0899'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0899'0.95 MI NE FROM COLUMBIANA.
 DH0899'ABOUT 0.95 MILE NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE
 DH0899'AT COLUMBIANA, AT THE BOTTOM OF GRADES, SET IN THE TOP OF THE SOUTH
 DH0899'END OF THE EAST HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 14 FEET EAST
 DH0899'OF THE CENTER LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT BELOW HIGHWAY
 DH0899'LEVEL.
 DH0899
 DH0899                          STATION RECOVERY (2003)
 DH0899
 DH0899'RECOVERY NOTE BY GEOCACHING 2003 (JAJ)
 DH0899'THE MARK IS LOCATED APPROX 0.95 MI NE FROM COLUMBIANA. ABOUT 0.95 MILE
 DH0899'NORTHEAST ALONG STATE HIGHWAY 25 FROM THE COURT HOUSE AT COLUMBIANA,
 DH0899'AT THE BOTTOM OF GRADES, SET IN THE TOP OF THE SOUTH END OF THE EAST
 DH0899'HEAD WALL OF A 6-FOOT CONCRETE CULVERT, 14 FEET EAST OF THE CENTER
 DH0899'LINE OF THE HIGHWAY AND ABOUT 0.5 FOOT BELOW HIGHWAY LEVEL.
 DH0899' 
 DH0899'WHILE RECEIVING WAAS CORRECTION SIGNALS WITH A CONSUMER GRADE GPS
 DH0899'RECEIVER THE COORDINATES OF N 33 11.198 W 086 35.733 WERE RECORDED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0770 ***********************************************************************
 DH0770  DESIGNATION -  G 279
 DH0770  PID         -  DH0770
 DH0770  STATE/COUNTY-  AL/SHELBY
 DH0770  USGS QUAD   -  SHELBY (1980)
 DH0770
 DH0770                         *CURRENT SURVEY CONTROL
 DH0770  ___________________________________________________________________
 DH0770* NAD 83(1986)-  33 05 19.     (N)    086 35 02.     (W)     SCALED    
 DH0770* NAVD 88     -       150.824  (meters)     494.83   (feet)  ADJUSTED  
 DH0770  ___________________________________________________________________
 DH0770  GEOID HEIGHT-         -29.08  (meters)                     GEOID03
 DH0770  DYNAMIC HT  -         150.653 (meters)     494.27  (feet)  COMP
 DH0770  MODELED GRAV-     979,505.3   (mgal)                       NAVD 88
 DH0770
 DH0770  VERT ORDER  -  SECOND    CLASS 0
 DH0770
 DH0770.The horizontal coordinates were scaled from a topographic map and have
 DH0770.an estimated accuracy of +/- 6 seconds.
 DH0770
 DH0770.The orthometric height was determined by differential leveling
 DH0770.and adjusted by the National Geodetic Survey in June 1991..
 DH0770
 DH0770.The geoid height was determined by GEOID03.
 DH0770
 DH0770.The dynamic height is computed by dividing the NAVD 88
 DH0770.geopotential number by the normal gravity value computed on the
 DH0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0770.degrees latitude (g = 980.6199 gals.).
 DH0770
 DH0770.The modeled gravity was interpolated from observed gravity values.
 DH0770
 DH0770;                    North         East    Units  Estimated Accuracy
 DH0770;SPC AL W     -   342,810.      685,520.      MT  (+/- 180 meters Scaled)
 DH0770
 DH0770                          SUPERSEDED SURVEY CONTROL
 DH0770
 DH0770  NGVD 29 (??/??/92)  150.776  (m)          494.67   (f) ADJ UNCH    2 0
 DH0770
 DH0770.Superseded values are not recommended for survey control.
 DH0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0770.See file dsdata.txt to determine how the superseded data were derived.
 DH0770
 DH0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB388611(NAD 83)
 DH0770_MARKER: DB = BENCH MARK DISK
 DH0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0770_STAMPING: G 279 1949
 DH0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0770+STABILITY: SURFACE MOTION
 DH0770
 DH0770  HISTORY     - Date     Condition        Report By
 DH0770  HISTORY     - 1949     MONUMENTED       CGS
 DH0770  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0770
 DH0770                          STATION DESCRIPTION
 DH0770
 DH0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0770'2.55 MI SE FROM SHELBY.
 DH0770'ABOUT 0.7 MILE EAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 DH0770'THE STATION AT SHELBY, THENCE ABOUT 1.35 MILES SOUTH AND SOUTHEAST
 DH0770'ALONG A GRAVEL ROAD, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD,
 DH0770'AT THE JUNCTION OF A ROAD WEST, 26 FEET WEST OF THE CENTER LINE OF THE
 DH0770'ROAD SOUTH, 156 FEET SOUTH OF THE CENTER LINE OF THE ROAD WEST, 132
 DH0770'FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF AN OLD FARM HOUSE, 7
 DH0770'FEET SOUTH OF THE NORTHEAST FENCE CORNER OF A GARDEN, 2 FEET SOUTH OF
 DH0770'A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP
 DH0770'OF A CONCRETE POST PROJECTING 4 INCHES.
 DH0770
 DH0770                          STATION RECOVERY (1975)
 DH0770
 DH0770'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0041 ***********************************************************************
 BU0041  DESIGNATION -  G 28
 BU0041  PID         -  BU0041
 BU0041  STATE/COUNTY-  AL/PIKE
 BU0041  USGS QUAD   -  GOSHEN (1968)
 BU0041
 BU0041                         *CURRENT SURVEY CONTROL
 BU0041  ___________________________________________________________________
 BU0041* NAD 83(1986)-  31 43 16.     (N)    086 07 13.     (W)     SCALED    
 BU0041* NAVD 88     -        99.099  (meters)     325.13   (feet)  ADJUSTED  
 BU0041  ___________________________________________________________________
 BU0041  GEOID HEIGHT-         -26.57  (meters)                     GEOID03
 BU0041  DYNAMIC HT  -          98.981 (meters)     324.74  (feet)  COMP
 BU0041  MODELED GRAV-     979,452.7   (mgal)                       NAVD 88
 BU0041
 BU0041  VERT ORDER  -  FIRST     CLASS II
 BU0041
 BU0041.The horizontal coordinates were scaled from a topographic map and have
 BU0041.an estimated accuracy of +/- 6 seconds.
 BU0041
 BU0041.The orthometric height was determined by differential leveling
 BU0041.and adjusted by the National Geodetic Survey in June 1991..
 BU0041
 BU0041.The geoid height was determined by GEOID03.
 BU0041
 BU0041.The dynamic height is computed by dividing the NAVD 88
 BU0041.geopotential number by the normal gravity value computed on the
 BU0041.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0041.degrees latitude (g = 980.6199 gals.).
 BU0041
 BU0041.The modeled gravity was interpolated from observed gravity values.
 BU0041
 BU0041;                    North         East    Units  Estimated Accuracy
 BU0041;SPC AL E     -   135,420.      172,810.      MT  (+/- 180 meters Scaled)
 BU0041
 BU0041                          SUPERSEDED SURVEY CONTROL
 BU0041
 BU0041  NGVD 29 (??/??/92)   99.09   (m)          325.1    (f) COMPUTED    1 2
 BU0041
 BU0041.Superseded values are not recommended for survey control.
 BU0041.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0041.See file dsdata.txt to determine how the superseded data were derived.
 BU0041
 BU0041_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA833098(NAD 83)
 BU0041_MARKER: DB = BENCH MARK DISK
 BU0041_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0041_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0041_STAMPING: G 28 1934
 BU0041_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0041+STABILITY: SURFACE MOTION
 BU0041
 BU0041  HISTORY     - Date     Condition        Report By
 BU0041  HISTORY     - 1934     MONUMENTED       CGS
 BU0041  HISTORY     - 1968     MARK NOT FOUND   NGS
 BU0041
 BU0041                          STATION DESCRIPTION
 BU0041
 BU0041'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0041'IN GOSHEN.
 BU0041'AT GOSHEN, PIKE COUNTY, ON THE CENTRAL OF GEORGIA RAILWAY, 4-1/2 RAILS
 BU0041'NORTHEAST OF THE STATION, 0.2 MILE NORTHEAST OF MILEPOST S 388, 56
 BU0041'FEET NORTHEAST OF A ROAD CROSSING, 23 FEET SOUTHEAST OF THE MAIN
 BU0041'TRACK, AND 10 FEET NORTHWEST OF THE EDGE OF THE ROAD.  A STANDARD
 BU0041'DISK, STAMPED G 28 1935 AND SET IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1291 ***********************************************************************
 CN1291  DESIGNATION -  G 280
 CN1291  PID         -  CN1291
 CN1291  STATE/COUNTY-  AL/CHILTON
 CN1291  USGS QUAD   -  JEMISON EAST (1983)
 CN1291
 CN1291                         *CURRENT SURVEY CONTROL
 CN1291  ___________________________________________________________________
 CN1291* NAD 83(1986)-  32 59 45.     (N)    086 42 22.     (W)     SCALED    
 CN1291* NAVD 88     -       187.456  (meters)     615.01   (feet)  ADJUSTED  
 CN1291  ___________________________________________________________________
 CN1291  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN1291  DYNAMIC HT  -         187.241 (meters)     614.31  (feet)  COMP
 CN1291  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 CN1291
 CN1291  VERT ORDER  -  SECOND    CLASS 0
 CN1291
 CN1291.The horizontal coordinates were scaled from a topographic map and have
 CN1291.an estimated accuracy of +/- 6 seconds.
 CN1291
 CN1291.The orthometric height was determined by differential leveling
 CN1291.and adjusted by the National Geodetic Survey in June 1991..
 CN1291
 CN1291.The geoid height was determined by GEOID03.
 CN1291
 CN1291.The dynamic height is computed by dividing the NAVD 88
 CN1291.geopotential number by the normal gravity value computed on the
 CN1291.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1291.degrees latitude (g = 980.6199 gals.).
 CN1291
 CN1291.The modeled gravity was interpolated from observed gravity values.
 CN1291
 CN1291;                    North         East    Units  Estimated Accuracy
 CN1291;SPC AL W     -   332,430.      674,190.      MT  (+/- 180 meters Scaled)
 CN1291
 CN1291                          SUPERSEDED SURVEY CONTROL
 CN1291
 CN1291  NGVD 29 (??/??/92)  187.408  (m)          614.85   (f) ADJ UNCH    2 0
 CN1291
 CN1291.Superseded values are not recommended for survey control.
 CN1291.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1291.See file dsdata.txt to determine how the superseded data were derived.
 CN1291
 CN1291_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB274508(NAD 83)
 CN1291_MARKER: DB = BENCH MARK DISK
 CN1291_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1291_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1291_STAMPING: G 280 1949
 CN1291_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1291+STABILITY: SURFACE MOTION
 CN1291
 CN1291  HISTORY     - Date     Condition        Report By
 CN1291  HISTORY     - 1949     MONUMENTED       CGS
 CN1291  HISTORY     - 1960     GOOD             NGS
 CN1291
 CN1291                          STATION DESCRIPTION
 CN1291
 CN1291'DESCRIBED BY NATIONAL GEODETIC SURVEY 1960
 CN1291'3.4 MI NE FROM JEMISON.
 CN1291'LOCATED 0.1 MILE NORTH ALONG STATE HIGHWAY 31 FROM THE HIGH SCHOOL AT
 CN1291'JEMISON, THENCE RIGHT ON BLACK TOP ROAD FOR 1.6 MILE TO THE CROSSROAD
 CN1291'NEAR THE OAK HILL CHURCH, CONTINUE NORTHEAST ALONG BLACK TO ROAD FOR
 CN1291'0.65 MILE TO A FORK, TAKE RIGHT FORK AND GO 0.3 MILE TO THE ROCKY
 CN1291'MOUNT CHURCH ON THE RIGHT, CONTINUE 0.7 MILE TO THE LEFT.  IT IS 151
 CN1291'FEET NORTH OF THE CENTERLINE OF THE ROAD, 11.5 FEET NORTHEAST OF A
 CN1291'10-INCH HICKORY TREE, 133 FEET EAST OF A ROAD LEADING NORTH TO A FARM
 CN1291'HOUSE ALONG THE EAST SIDE OF A MAN MADE POND, 23.5 FEET OF AN
 CN1291'UNDERGROUND TELEPHONE CABLE WITNESS POST, 27.5 FEET EAST OF A DIM
 CN1291'TRACK ROAD LEADING NORTH, 77 FEET WEST OF A POWER POLE AND 1 FOOT
 CN1291'NORTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, SET IN THE TOP
 CN1291'OF A 12-INCH ROUND CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0407 ***********************************************************************
 DH0407  DESIGNATION -  G 281
 DH0407  PID         -  DH0407
 DH0407  STATE/COUNTY-  AL/TALLADEGA
 DH0407  USGS QUAD   -  SYLACAUGA WEST (1980)
 DH0407
 DH0407                         *CURRENT SURVEY CONTROL
 DH0407  ___________________________________________________________________
 DH0407* NAD 83(1986)-  33 09 30.     (N)    086 16 58.     (W)     SCALED    
 DH0407* NAVD 88     -       183.268  (meters)     601.27   (feet)  ADJUSTED  
 DH0407  ___________________________________________________________________
 DH0407  GEOID HEIGHT-         -29.01  (meters)                     GEOID03
 DH0407  DYNAMIC HT  -         183.062 (meters)     600.60  (feet)  COMP
 DH0407  MODELED GRAV-     979,509.9   (mgal)                       NAVD 88
 DH0407
 DH0407  VERT ORDER  -  SECOND    CLASS 0
 DH0407
 DH0407.This mark is at Merkel Fld Sylacauga Mun Airport (SCD)
 DH0407
 DH0407.The horizontal coordinates were scaled from a topographic map and have
 DH0407.an estimated accuracy of +/- 6 seconds.
 DH0407
 DH0407.The orthometric height was determined by differential leveling
 DH0407.and adjusted by the National Geodetic Survey in June 1991..
 DH0407
 DH0407.The geoid height was determined by GEOID03.
 DH0407
 DH0407.The dynamic height is computed by dividing the NAVD 88
 DH0407.geopotential number by the normal gravity value computed on the
 DH0407.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0407.degrees latitude (g = 980.6199 gals.).
 DH0407
 DH0407.The modeled gravity was interpolated from observed gravity values.
 DH0407
 DH0407;                    North         East    Units  Estimated Accuracy
 DH0407;SPC AL E     -   294,850.      158,080.      MT  (+/- 180 meters Scaled)
 DH0407
 DH0407                          SUPERSEDED SURVEY CONTROL
 DH0407
 DH0407  NGVD 29 (??/??/92)  183.206  (m)          601.07   (f) ADJ UNCH    2 0
 DH0407
 DH0407.Superseded values are not recommended for survey control.
 DH0407.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0407.See file dsdata.txt to determine how the superseded data were derived.
 DH0407
 DH0407_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB668690(NAD 83)
 DH0407_MARKER: DB = BENCH MARK DISK
 DH0407_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0407_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0407_STAMPING: G 281 1949
 DH0407_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0407+STABILITY: SURFACE MOTION
 DH0407
 DH0407  HISTORY     - Date     Condition        Report By
 DH0407  HISTORY     - 1949     MONUMENTED       CGS
 DH0407  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0407
 DH0407                          STATION DESCRIPTION
 DH0407
 DH0407'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0407'1.8 MI SE FROM GANTT JUNCTION.
 DH0407'ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 DH0407'NASHVILLE RAILROAD STATION AT GANTT JUNCTION, THENCE ABOUT 0.8 MILE
 DH0407'EAST ALONG A BLACK TOP ROAD (SYLACAUGA-FAYETTEVILLE ROAD), THENCE
 DH0407'ABOUT 0.8 MILE SOUTH ALONG A DIRT ROAD TO SYLACAUGA AIRPORT.  AT THE
 DH0407'WEST END OF THE EAST-WEST RUNWAY, 141 FEET SOUTH OF THE NORTH EDGE OF
 DH0407'THE RUNWAY, 150 FEET NORTH OF THE SOUTH EDGE OF THE RUNWAY, 2 FEET
 DH0407'EAST OF A WIRE FENCE, 2 1/2 FEET NORTHEAST OF A FENCE CORNER, 2 FEET
 DH0407'NORTHEAST OF A WHITE WOODEN WITNESS POST, AND SET IN THE TOP OF A
 DH0407'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- SYLACAUGA AIRPORT HAS BEEN
 DH0407'TORN DOWN AND DISTANCE MEASUREMENTS COME OUT IN A PLOWED FIELD.
 DH0407
 DH0407                          STATION RECOVERY (1975)
 DH0407
 DH0407'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0407'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0420 ***********************************************************************
 DH0420  DESIGNATION -  G 282
 DH0420  PID         -  DH0420
 DH0420  STATE/COUNTY-  AL/COOSA
 DH0420  USGS QUAD   -  WEOGUFKA (1979)
 DH0420
 DH0420                         *CURRENT SURVEY CONTROL
 DH0420  ___________________________________________________________________
 DH0420* NAD 83(1986)-  33 01 03.     (N)    086 18 41.     (W)     SCALED    
 DH0420* NAVD 88     -       199.120  (meters)     653.28   (feet)  ADJUSTED  
 DH0420  ___________________________________________________________________
 DH0420  GEOID HEIGHT-         -28.99  (meters)                     GEOID03
 DH0420  DYNAMIC HT  -         198.892 (meters)     652.53  (feet)  COMP
 DH0420  MODELED GRAV-     979,490.5   (mgal)                       NAVD 88
 DH0420
 DH0420  VERT ORDER  -  SECOND    CLASS 0
 DH0420
 DH0420.The horizontal coordinates were scaled from a topographic map and have
 DH0420.an estimated accuracy of +/- 6 seconds.
 DH0420
 DH0420.The orthometric height was determined by differential leveling
 DH0420.and adjusted by the National Geodetic Survey in June 1991..
 DH0420
 DH0420.The geoid height was determined by GEOID03.
 DH0420
 DH0420.The dynamic height is computed by dividing the NAVD 88
 DH0420.geopotential number by the normal gravity value computed on the
 DH0420.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0420.degrees latitude (g = 980.6199 gals.).
 DH0420
 DH0420.The modeled gravity was interpolated from observed gravity values.
 DH0420
 DH0420;                    North         East    Units  Estimated Accuracy
 DH0420;SPC AL E     -   279,240.      155,340.      MT  (+/- 180 meters Scaled)
 DH0420
 DH0420                          SUPERSEDED SURVEY CONTROL
 DH0420
 DH0420  NGVD 29 (??/??/92)  199.075  (m)          653.13   (f) ADJ UNCH    2 0
 DH0420
 DH0420.Superseded values are not recommended for survey control.
 DH0420.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0420.See file dsdata.txt to determine how the superseded data were derived.
 DH0420
 DH0420_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB643534(NAD 83)
 DH0420_MARKER: DB = BENCH MARK DISK
 DH0420_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0420_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0420_STAMPING: G 282 1949
 DH0420_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0420+STABILITY: SURFACE MOTION
 DH0420
 DH0420  HISTORY     - Date     Condition        Report By
 DH0420  HISTORY     - 1949     MONUMENTED       CGS
 DH0420  HISTORY     - 1975     MARK NOT FOUND   USGS
 DH0420
 DH0420                          STATION DESCRIPTION
 DH0420
 DH0420'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0420'IN WEOGUFKA.
 DH0420'AT WEOGUFKA, ABOUT 0.1 MILE WEST ALONG A GRAVEL ROAD FROM THE POST
 DH0420'OFFICE AND MAIN CROSSROADS, AT THE WEOGUFKA SECOND BAPTIST CHURCH,
 DH0420'41.3 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF THE CHURCH BUILDING, 62
 DH0420'FEET NORTH OF THE CENTER LINE OF THE ROAD, 50 FEET NORTHEAST OF A
 DH0420'POWER POLE, 1 1/2 FEET EAST OF THE WEST EDGE OF THE CHURCH GROUNDS, 1
 DH0420'1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 DH0420'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE--
 DH0420'DISTANCES COME OUT IN A PLOWED AREA.
 DH0420
 DH0420                          STATION RECOVERY (1975)
 DH0420
 DH0420'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 DH0420'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0271 ***********************************************************************
 CN0271  DESIGNATION -  G 283
 CN0271  PID         -  CN0271
 CN0271  STATE/COUNTY-  AL/COOSA
 CN0271  USGS QUAD   -  MITCHELL DAM NW (1971)
 CN0271
 CN0271                         *CURRENT SURVEY CONTROL
 CN0271  ___________________________________________________________________
 CN0271* NAD 83(1986)-  32 58 06.     (N)    086 25 19.     (W)     SCALED    
 CN0271* NAVD 88     -       180.358  (meters)     591.72   (feet)  ADJUSTED  
 CN0271  ___________________________________________________________________
 CN0271  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN0271  DYNAMIC HT  -         180.152 (meters)     591.05  (feet)  COMP
 CN0271  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 CN0271
 CN0271  VERT ORDER  -  SECOND    CLASS 0
 CN0271
 CN0271.The horizontal coordinates were scaled from a topographic map and have
 CN0271.an estimated accuracy of +/- 6 seconds.
 CN0271
 CN0271.The orthometric height was determined by differential leveling
 CN0271.and adjusted by the National Geodetic Survey in June 1991..
 CN0271
 CN0271.The geoid height was determined by GEOID03.
 CN0271
 CN0271.The dynamic height is computed by dividing the NAVD 88
 CN0271.geopotential number by the normal gravity value computed on the
 CN0271.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0271.degrees latitude (g = 980.6199 gals.).
 CN0271
 CN0271.The modeled gravity was interpolated from observed gravity values.
 CN0271
 CN0271;                    North         East    Units  Estimated Accuracy
 CN0271;SPC AL E     -   273,840.      144,980.      MT  (+/- 180 meters Scaled)
 CN0271
 CN0271                          SUPERSEDED SURVEY CONTROL
 CN0271
 CN0271  NGVD 29 (??/??/92)  180.317  (m)          591.59   (f) ADJ UNCH    2 0
 CN0271
 CN0271.Superseded values are not recommended for survey control.
 CN0271.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0271.See file dsdata.txt to determine how the superseded data were derived.
 CN0271
 CN0271_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB540479(NAD 83)
 CN0271_MARKER: DB = BENCH MARK DISK
 CN0271_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0271_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0271_STAMPING: G 283 1949
 CN0271_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0271+STABILITY: SURFACE MOTION
 CN0271
 CN0271  HISTORY     - Date     Condition        Report By
 CN0271  HISTORY     - 1949     MONUMENTED       CGS
 CN0271
 CN0271                          STATION DESCRIPTION
 CN0271
 CN0271'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0271'8.2 MI SW FROM WEOGUFKA.
 CN0271'ABOUT 3.25 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 CN0271'CROSSROADS AT WEOGUFKA, THENCE ABOUT 4.95 MILES SOUTHWEST ALONG A
 CN0271'GRAVEL ROAD, ABOUT 1.65 MILES SOUTHWEST OF THE JUNCTION OF A ROAD
 CN0271'NORTH, ABOUT 0.2 MILE SOUTHWEST OF A TRAIL SOUTHEAST, ABOUT 0.45 MILE
 CN0271'NORTHEAST OF AN OLD HOUSE SOUTHEAST OF ROAD, ABOUT 30 YARDS NORTHEAST
 CN0271'OF THE TOP OF A GRADE, 31 FEET NORTHWEST OF THE CENTER LINE OF THE
 CN0271'ROAD, 41 FEET SOUTHWEST OF A TRIANGULAR BLAZED 18-INCH GUM TREE, 45
 CN0271'FEET SOUTHWEST OF THE NORTHWEST END OF AN 18-INCH PIPE CULVERT FOR
 CN0271'SPRING BRANCH, 17 FEET SOUTH OF THE CENTER LINE OF A TRAIL WEST, 3
 CN0271'FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CN0271'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1257 ***********************************************************************
 CN1257  DESIGNATION -  G 284
 CN1257  PID         -  CN1257
 CN1257  STATE/COUNTY-  AL/CHILTON
 CN1257  USGS QUAD   -  JEMISON EAST (1983)
 CN1257
 CN1257                         *CURRENT SURVEY CONTROL
 CN1257  ___________________________________________________________________
 CN1257* NAD 83(1986)-  32 54 03.     (N)    086 41 57.     (W)     SCALED    
 CN1257* NAVD 88     -       195.427  (meters)     641.16   (feet)  ADJUSTED  
 CN1257  ___________________________________________________________________
 CN1257  GEOID HEIGHT-         -28.85  (meters)                     GEOID03
 CN1257  DYNAMIC HT  -         195.202 (meters)     640.43  (feet)  COMP
 CN1257  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 CN1257
 CN1257  VERT ORDER  -  SECOND    CLASS 0
 CN1257
 CN1257.The horizontal coordinates were scaled from a topographic map and have
 CN1257.an estimated accuracy of +/- 6 seconds.
 CN1257
 CN1257.The orthometric height was determined by differential leveling
 CN1257.and adjusted by the National Geodetic Survey in June 1991..
 CN1257
 CN1257.The geoid height was determined by GEOID03.
 CN1257
 CN1257.The dynamic height is computed by dividing the NAVD 88
 CN1257.geopotential number by the normal gravity value computed on the
 CN1257.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1257.degrees latitude (g = 980.6199 gals.).
 CN1257
 CN1257.The modeled gravity was interpolated from observed gravity values.
 CN1257
 CN1257;                    North         East    Units  Estimated Accuracy
 CN1257;SPC AL W     -   321,900.      674,920.      MT  (+/- 180 meters Scaled)
 CN1257
 CN1257                          SUPERSEDED SURVEY CONTROL
 CN1257
 CN1257  NGVD 29 (??/??/92)  195.381  (m)          641.01   (f) ADJ UNCH    2 0
 CN1257
 CN1257.Superseded values are not recommended for survey control.
 CN1257.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1257.See file dsdata.txt to determine how the superseded data were derived.
 CN1257
 CN1257_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB281403(NAD 83)
 CN1257_MARKER: DB = BENCH MARK DISK
 CN1257_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1257_SP_SET: CULVERT
 CN1257_STAMPING: G 284 1949
 CN1257_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1257
 CN1257  HISTORY     - Date     Condition        Report By
 CN1257  HISTORY     - 1949     MONUMENTED       CGS
 CN1257
 CN1257                          STATION DESCRIPTION
 CN1257
 CN1257'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1257'1.6 MI SE FROM THORSBY.
 CN1257'ABOUT 1.6 MILES SOUTHEAST ALONG U.S. HIGHWAY 31 FROM THE LOUISVILLE
 CN1257'AND NASHVILLE RAILROAD STATION AT THORSBY, AT THE BOTTOM OF GRADES,
 CN1257'SET IN THE TOP OF THE NORTHWEST END OF THE NORTHEAST HEAD WALL OF AN
 CN1257'11-FOOT CONCRETE CULVERT WITH PARTITION, 31 FEET NORTHEAST OF AND
 CN1257'ABOUT 3 FEET BELOW THE CENTER LINE OF THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0369 ***********************************************************************
 DH0369  DESIGNATION -  G 285
 DH0369  PID         -  DH0369
 DH0369  STATE/COUNTY-  AL/SHELBY
 DH0369  USGS QUAD   -  HARPERSVILLE (1972)
 DH0369
 DH0369                         *CURRENT SURVEY CONTROL
 DH0369  ___________________________________________________________________
 DH0369* NAD 83(1986)-  33 16 06.     (N)    086 26 56.     (W)     SCALED    
 DH0369* NAVD 88     -       131.024  (meters)     429.87   (feet)  ADJUSTED  
 DH0369  ___________________________________________________________________
 DH0369  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0369  DYNAMIC HT  -         130.878 (meters)     429.39  (feet)  COMP
 DH0369  MODELED GRAV-     979,528.8   (mgal)                       NAVD 88
 DH0369
 DH0369  VERT ORDER  -  SECOND    CLASS 0
 DH0369
 DH0369.The horizontal coordinates were scaled from a topographic map and have
 DH0369.an estimated accuracy of +/- 6 seconds.
 DH0369
 DH0369.The orthometric height was determined by differential leveling
 DH0369.and adjusted by the National Geodetic Survey in June 1991..
 DH0369
 DH0369.The geoid height was determined by GEOID03.
 DH0369
 DH0369.The dynamic height is computed by dividing the NAVD 88
 DH0369.geopotential number by the normal gravity value computed on the
 DH0369.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0369.degrees latitude (g = 980.6199 gals.).
 DH0369
 DH0369.The modeled gravity was interpolated from observed gravity values.
 DH0369
 DH0369;                    North         East    Units  Estimated Accuracy
 DH0369;SPC AL W     -   362,860.      697,930.      MT  (+/- 180 meters Scaled)
 DH0369
 DH0369                          SUPERSEDED SURVEY CONTROL
 DH0369
 DH0369  NGVD 29 (??/??/92)  130.984  (m)          429.74   (f) ADJ UNCH    2 0
 DH0369
 DH0369.Superseded values are not recommended for survey control.
 DH0369.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0369.See file dsdata.txt to determine how the superseded data were derived.
 DH0369
 DH0369_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB513811(NAD 83)
 DH0369_MARKER: DB = BENCH MARK DISK
 DH0369_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0369_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0369_STAMPING: G 285 1949
 DH0369_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0369+STABILITY: SURFACE MOTION
 DH0369
 DH0369  HISTORY     - Date     Condition        Report By
 DH0369  HISTORY     - 1949     MONUMENTED       CGS
 DH0369
 DH0369                          STATION DESCRIPTION
 DH0369
 DH0369'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 DH0369'3.45 MI NE FROM WILSONVILLE.
 DH0369'ABOUT 3.45 MILES NORTHEAST ALONG STATE HIGHWAY 25 FROM THE WATER TOWER
 DH0369'AT WILSONVILLE, SET ON THE SOUTH SLOPE OF A LOW GRADE, 31 FEET WEST OF
 DH0369'THE CENTER LINE OF THE HIGHWAY, 110 FEET SOUTH-SOUTHWEST OF THE
 DH0369'SOUTHWEST CORNER OF A 2-FOOT CONCRETE CULVERT, 78 FEET NORTH-NORTHEAST
 DH0369'OF A 12-INCH LONE ELM TREE, 15 FEET NORTH OF THE CENTER LINE OF A DIM
 DH0369'DRIVE WEST TO A PASTURE, 2 FEET EAST OF A FENCE LINE, 2 1/2 FEET SOUTH
 DH0369'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE HIGHWAY AND SET IN
 DH0369'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0205 ***********************************************************************
 CN0205  DESIGNATION -  G 286
 CN0205  PID         -  CN0205
 CN0205  STATE/COUNTY-  AL/COOSA
 CN0205  USGS QUAD   -  ROCKFORD SW (1971)
 CN0205
 CN0205                         *CURRENT SURVEY CONTROL
 CN0205  ___________________________________________________________________
 CN0205* NAD 83(1986)-  32 48 51.     (N)    086 11 13.     (W)     SCALED    
 CN0205* NAVD 88     -       202.011  (meters)     662.76   (feet)  ADJUSTED  
 CN0205  ___________________________________________________________________
 CN0205  GEOID HEIGHT-         -28.98  (meters)                     GEOID03
 CN0205  DYNAMIC HT  -         201.776 (meters)     661.99  (feet)  COMP
 CN0205  MODELED GRAV-     979,471.8   (mgal)                       NAVD 88
 CN0205
 CN0205  VERT ORDER  -  SECOND    CLASS 0
 CN0205
 CN0205.The horizontal coordinates were scaled from a topographic map and have
 CN0205.an estimated accuracy of +/- 6 seconds.
 CN0205
 CN0205.The orthometric height was determined by differential leveling
 CN0205.and adjusted by the National Geodetic Survey in June 1991..
 CN0205
 CN0205.The geoid height was determined by GEOID03.
 CN0205
 CN0205.The dynamic height is computed by dividing the NAVD 88
 CN0205.geopotential number by the normal gravity value computed on the
 CN0205.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0205.degrees latitude (g = 980.6199 gals.).
 CN0205
 CN0205.The modeled gravity was interpolated from observed gravity values.
 CN0205
 CN0205;                    North         East    Units  Estimated Accuracy
 CN0205;SPC AL E     -   256,640.      166,890.      MT  (+/- 180 meters Scaled)
 CN0205
 CN0205                          SUPERSEDED SURVEY CONTROL
 CN0205
 CN0205  NGVD 29 (??/??/92)  201.987  (m)          662.69   (f) ADJ UNCH    2 0
 CN0205
 CN0205.Superseded values are not recommended for survey control.
 CN0205.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0205.See file dsdata.txt to determine how the superseded data were derived.
 CN0205
 CN0205_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB761309(NAD 83)
 CN0205_MARKER: DB = BENCH MARK DISK
 CN0205_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0205_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0205_STAMPING: G 286 1949
 CN0205_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0205+STABILITY: SURFACE MOTION
 CN0205
 CN0205  HISTORY     - Date     Condition        Report By
 CN0205  HISTORY     - 1949     MONUMENTED       CGS
 CN0205
 CN0205                          STATION DESCRIPTION
 CN0205
 CN0205'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0205'8.2 MI SE FROM ROCKFORD.
 CN0205'ABOUT 5.4 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE COURT HOUSE AT
 CN0205'ROCKFORD, THENCE ABOUT 2.8 MILES EAST ALONG A GRAVEL ROAD, ABOUT 0.3
 CN0205'MILE EAST OF THE JUNCTION OF A ROAD SOUTH, AT THE FARM HOUSE OF H.C.
 CN0205'BLACKWELL ON NORTH SIDE OF ROAD, 70 FEET WEST-SOUTHWEST OF THE ROCK
 CN0205'CHIMNEY OF HOUSE, 75 FEET SOUTHWEST OF THE SOUTHWEST CORNER OF A
 CN0205'GARDEN FENCE, 39 FEET NORTH OF THE CENTER LINE OF THE ROAD, 14 1/2
 CN0205'FEET NORTHEAST OF A POWER POLE WITH TRANSFORMER, 4 1/2 FEET NORTHWEST
 CN0205'OF A FENCE LINE, 1 1/2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1
 CN0205'1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN0205'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0166 ***********************************************************************
 CN0166  DESIGNATION -  G 287
 CN0166  PID         -  CN0166
 CN0166  STATE/COUNTY-  AL/ELMORE
 CN0166  USGS QUAD   -  HOLTVILLE (1987)
 CN0166
 CN0166                         *CURRENT SURVEY CONTROL
 CN0166  ___________________________________________________________________
 CN0166* NAD 83(1986)-  32 40 58.     (N)    086 18 41.     (W)     SCALED    
 CN0166* NAVD 88     -       127.609  (meters)     418.66   (feet)  ADJUSTED  
 CN0166  ___________________________________________________________________
 CN0166  GEOID HEIGHT-         -28.77  (meters)                     GEOID03
 CN0166  DYNAMIC HT  -         127.461 (meters)     418.18  (feet)  COMP
 CN0166  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 CN0166
 CN0166  VERT ORDER  -  SECOND    CLASS 0
 CN0166
 CN0166.The horizontal coordinates were scaled from a topographic map and have
 CN0166.an estimated accuracy of +/- 6 seconds.
 CN0166
 CN0166.The orthometric height was determined by differential leveling
 CN0166.and adjusted by the National Geodetic Survey in June 1991..
 CN0166
 CN0166.The geoid height was determined by GEOID03.
 CN0166
 CN0166.The dynamic height is computed by dividing the NAVD 88
 CN0166.geopotential number by the normal gravity value computed on the
 CN0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0166.degrees latitude (g = 980.6199 gals.).
 CN0166
 CN0166.The modeled gravity was interpolated from observed gravity values.
 CN0166
 CN0166;                    North         East    Units  Estimated Accuracy
 CN0166;SPC AL E     -   242,120.      155,170.      MT  (+/- 180 meters Scaled)
 CN0166
 CN0166                          SUPERSEDED SURVEY CONTROL
 CN0166
 CN0166  NGVD 29 (??/??/92)  127.582  (m)          418.58   (f) ADJ UNCH    2 0
 CN0166
 CN0166.Superseded values are not recommended for survey control.
 CN0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0166.See file dsdata.txt to determine how the superseded data were derived.
 CN0166
 CN0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB645163(NAD 83)
 CN0166_MARKER: DB = BENCH MARK DISK
 CN0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0166_STAMPING: G 287 1949
 CN0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0166+STABILITY: SURFACE MOTION
 CN0166
 CN0166  HISTORY     - Date     Condition        Report By
 CN0166  HISTORY     - 1949     MONUMENTED       CGS
 CN0166
 CN0166                          STATION DESCRIPTION
 CN0166
 CN0166'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0166'2.1 MI SE FROM TITUS.
 CN0166'ABOUT 2.1 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE BAPTIST
 CN0166'CHURCH AT TITUS, 1.0 MILE NORTHWEST OF THE BRIDGE OVER WEOKA CREEK,
 CN0166'0.85 MILE SOUTHEAST OF A CHURCH AND CEMETERY WHICH ARE EAST OF THE
 CN0166'ROAD, 0.15 MILE NORTHWEST OF A DIM ROAD LEADING WEST, 155 FEET
 CN0166'SOUTHWEST OF A WELL, 98 FEET SOUTH OF THE STONE AND BRICK CHIMNEY OF A
 CN0166'HOUSE WHICH IS OWNED BY MR. FARMER, 31 FEET SOUTH OF THE MOST
 CN0166'NORTHWESTERLY OF TWO 22 INCH CEDAR TREES, 41 FEET NORTHEAST OF THE
 CN0166'CENTER LINE OF THE ROAD, 11 FEET NORTHEAST OF A FENCE CORNER, 1 FOOT
 CN0166'NORTHWEST OF A FENCE, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS
 CN0166'POST, 1 FOOT BELOW THE ROAD, SET IN THE TOP OF A CONCRETE POST WHICH
 CN0166'PROJECTS 3 INCHES ABOVE THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0212 ***********************************************************************
 CN0212  DESIGNATION -  G 288
 CN0212  PID         -  CN0212
 CN0212  STATE/COUNTY-  AL/ELMORE
 CN0212  USGS QUAD   -  DEXTER (1987)
 CN0212
 CN0212                         *CURRENT SURVEY CONTROL
 CN0212  ___________________________________________________________________
 CN0212* NAD 83(1986)-  32 42 48.     (N)    086 10 31.     (W)     SCALED    
 CN0212* NAVD 88     -       184.970  (meters)     606.86   (feet)  ADJUSTED  
 CN0212  ___________________________________________________________________
 CN0212  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN0212  DYNAMIC HT  -         184.755 (meters)     606.15  (feet)  COMP
 CN0212  MODELED GRAV-     979,470.6   (mgal)                       NAVD 88
 CN0212
 CN0212  VERT ORDER  -  SECOND    CLASS 0
 CN0212
 CN0212.The horizontal coordinates were scaled from a topographic map and have
 CN0212.an estimated accuracy of +/- 6 seconds.
 CN0212
 CN0212.The orthometric height was determined by differential leveling
 CN0212.and adjusted by the National Geodetic Survey in June 1991..
 CN0212
 CN0212.The geoid height was determined by GEOID03.
 CN0212
 CN0212.The dynamic height is computed by dividing the NAVD 88
 CN0212.geopotential number by the normal gravity value computed on the
 CN0212.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0212.degrees latitude (g = 980.6199 gals.).
 CN0212
 CN0212.The modeled gravity was interpolated from observed gravity values.
 CN0212
 CN0212;                    North         East    Units  Estimated Accuracy
 CN0212;SPC AL E     -   245,460.      167,940.      MT  (+/- 180 meters Scaled)
 CN0212
 CN0212                          SUPERSEDED SURVEY CONTROL
 CN0212
 CN0212  NGVD 29 (??/??/92)  184.948  (m)          606.78   (f) ADJ UNCH    2 0
 CN0212
 CN0212.Superseded values are not recommended for survey control.
 CN0212.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0212.See file dsdata.txt to determine how the superseded data were derived.
 CN0212
 CN0212_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB772198(NAD 83)
 CN0212_MARKER: DB = BENCH MARK DISK
 CN0212_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0212_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0212_STAMPING: G 288 1949
 CN0212_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0212+STABILITY: SURFACE MOTION
 CN0212
 CN0212  HISTORY     - Date     Condition        Report By
 CN0212  HISTORY     - 1949     MONUMENTED       CGS
 CN0212
 CN0212                          STATION DESCRIPTION
 CN0212
 CN0212'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0212'0.4 MI SE FROM WEOKA.
 CN0212'ABOUT 0.4 MILE SOUTHEAST ALONG A GRAVEL ROAD FROM THE SCHOOL AT WEOKA,
 CN0212'AT THE JUNCTION OF A ROAD NORTH, ABOUT 100 FEET SOUTHEAST OF THE CREST
 CN0212'OF A HILL, 91 FEET SOUTH-SOUTHEAST OF THE CENTER OF THE JUNCTION OF
 CN0212'THE ROAD NORTH 51 FEET SOUTH-SOUTHWEST OF THE CENTER LINE OF THE ROAD,
 CN0212'9 FEET SOUTH-SOUTHEAST OF AN 8-INCH TWIN PINE TREE, 1 1/2 FEET
 CN0212'SOUTHEAST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD
 CN0212'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0147 ***********************************************************************
 CN0147  DESIGNATION -  G 289
 CN0147  PID         -  CN0147
 CN0147  STATE/COUNTY-  AL/ELMORE
 CN0147  USGS QUAD   -  ELMORE (1987)
 CN0147
 CN0147                         *CURRENT SURVEY CONTROL
 CN0147  ___________________________________________________________________
 CN0147* NAD 83(1986)-  32 36 33.     (N)    086 20 59.     (W)     SCALED    
 CN0147* NAVD 88     -        87.766  (meters)     287.95   (feet)  ADJUSTED  
 CN0147  ___________________________________________________________________
 CN0147  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CN0147  DYNAMIC HT  -          87.665 (meters)     287.61  (feet)  COMP
 CN0147  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 CN0147
 CN0147  VERT ORDER  -  SECOND    CLASS 0
 CN0147
 CN0147.The horizontal coordinates were scaled from a topographic map and have
 CN0147.an estimated accuracy of +/- 6 seconds.
 CN0147
 CN0147.The orthometric height was determined by differential leveling
 CN0147.and adjusted by the National Geodetic Survey in June 1991..
 CN0147
 CN0147.The geoid height was determined by GEOID03.
 CN0147
 CN0147.The dynamic height is computed by dividing the NAVD 88
 CN0147.geopotential number by the normal gravity value computed on the
 CN0147.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0147.degrees latitude (g = 980.6199 gals.).
 CN0147
 CN0147.The modeled gravity was interpolated from observed gravity values.
 CN0147
 CN0147;                    North         East    Units  Estimated Accuracy
 CN0147;SPC AL E     -   233,970.      151,530.      MT  (+/- 180 meters Scaled)
 CN0147
 CN0147                          SUPERSEDED SURVEY CONTROL
 CN0147
 CN0147  NGVD 29 (??/??/92)   87.744  (m)          287.87   (f) ADJ UNCH    2 0
 CN0147
 CN0147.Superseded values are not recommended for survey control.
 CN0147.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0147.See file dsdata.txt to determine how the superseded data were derived.
 CN0147
 CN0147_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB610081(NAD 83)
 CN0147_MARKER: DB = BENCH MARK DISK
 CN0147_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0147_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0147_STAMPING: G 289 1949
 CN0147_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0147+STABILITY: SURFACE MOTION
 CN0147
 CN0147  HISTORY     - Date     Condition        Report By
 CN0147  HISTORY     - 1949     MONUMENTED       CGS
 CN0147
 CN0147                          STATION DESCRIPTION
 CN0147
 CN0147'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0147'3.8 MI SW FROM HOLTVILLE.
 CN0147'ABOUT 0.4 MILE EAST ALONG STATE HIGHWAY 111 FROM THE SCHOOL AT
 CN0147'HOLTVILLE THENCE ABOUT 1.05 MILES SOUTH ALONG A BLACK TOP ROAD, THENCE
 CN0147'ABOUT 0.75 MILE WEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.4 MILES SOUTH
 CN0147'AND SOUTHWEST ALONG A BLACK TOP ROAD, THENCE ABOUT 0.2 MILE WEST ALONG
 CN0147'A GRAVEL ROAD, ABOUT 0.7 MILE EAST OF THE JUNCTION OF A ROAD NORTH,
 CN0147'ABOUT 0.45 MILE EAST OF A ROAD SOUTH, ABOUT 0.25 MILE EAST OF MITS
 CN0147'CHAPEL, AT THE FARM HOUSE OF M. A. RAINES, 89 FEET NORTH-NORTHWEST OF
 CN0147'A WELL, 65 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE HOUSE, 34
 CN0147'FEET SOUTH OF THE CENTER LINE OF THE ROAD, 68 FEET EAST OF A POWER
 CN0147'POLE WITH TRANSFORMER, 12 FEET WEST OF THE CENTER LINE OF A DRIVE TO
 CN0147'HOUSE, 1 1/2 FEET EAST OF A WHITE WOODEN WITNESS POST, 2 1/2 FEET
 CN0147'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN0147'INCHES.  NOTE-- MARK MAY BE REACHED FROM DEATSVILLE, ELMORE COUNTY BY
 CN0147'GOING ABOUT 1.7 MILES EAST ALONG STATE HIGHWAY 45 FROM THE METHODIST
 CN0147'CHURCH AND CEMETERY, THENCE ABOUT 1.25 MILES EAST ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0276 ***********************************************************************
 BU0276  DESIGNATION -  G 29
 BU0276  PID         -  BU0276
 BU0276  STATE/COUNTY-  AL/COVINGTON
 BU0276  USGS QUAD   -  OPP WEST (1986)
 BU0276
 BU0276                         *CURRENT SURVEY CONTROL
 BU0276  ___________________________________________________________________
 BU0276* NAD 83(1986)-  31 16 47.     (N)    086 19 33.     (W)     SCALED    
 BU0276* NAVD 88     -        78.960  (meters)     259.05   (feet)  ADJUSTED  
 BU0276  ___________________________________________________________________
 BU0276  GEOID HEIGHT-         -26.84  (meters)                     GEOID03
 BU0276  DYNAMIC HT  -          78.863 (meters)     258.74  (feet)  COMP
 BU0276  MODELED GRAV-     979,413.7   (mgal)                       NAVD 88
 BU0276
 BU0276  VERT ORDER  -  FIRST     CLASS I
 BU0276
 BU0276.The horizontal coordinates were scaled from a topographic map and have
 BU0276.an estimated accuracy of +/- 6 seconds.
 BU0276
 BU0276.The orthometric height was determined by differential leveling
 BU0276.and adjusted by the National Geodetic Survey in June 1991..
 BU0276
 BU0276.The geoid height was determined by GEOID03.
 BU0276
 BU0276.The dynamic height is computed by dividing the NAVD 88
 BU0276.geopotential number by the normal gravity value computed on the
 BU0276.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0276.degrees latitude (g = 980.6199 gals.).
 BU0276
 BU0276.The modeled gravity was interpolated from observed gravity values.
 BU0276
 BU0276;                    North         East    Units  Estimated Accuracy
 BU0276;SPC AL E     -    86,550.      153,100.      MT  (+/- 180 meters Scaled)
 BU0276
 BU0276                          SUPERSEDED SURVEY CONTROL
 BU0276
 BU0276  NGVD 29 (??/??/92)   78.992  (m)          259.16   (f) ADJ UNCH    1 1
 BU0276
 BU0276.Superseded values are not recommended for survey control.
 BU0276.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0276.See file dsdata.txt to determine how the superseded data were derived.
 BU0276
 BU0276_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV641607(NAD 83)
 BU0276_MARKER: DB = BENCH MARK DISK
 BU0276_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0276_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0276_STAMPING: G 29 1934
 BU0276_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0276+STABILITY: SURFACE MOTION
 BU0276
 BU0276  HISTORY     - Date     Condition        Report By
 BU0276  HISTORY     - 1934     MONUMENTED       CGS
 BU0276  HISTORY     - 1968     GOOD             NGS
 BU0276
 BU0276                          STATION DESCRIPTION
 BU0276
 BU0276'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 BU0276'4.5 MI W FROM OPP.
 BU0276'ABOUT 4.5 MILES WEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD FROM
 BU0276'THE STATION AT OPP, ABOUT 4.4 MILES SOUTHEAST OF THE CROSSING OF U.S.
 BU0276'HIGHWAY 84 AT SANFORD, AT BABBIE, ABOUT 0.4 MILE EAST OF MILEPOST 590,
 BU0276'79 FEET WEST OF THE CENTER OF THE CROSSING OF COUNTY ROAD 77, 46.5
 BU0276'FEET SOUTHWEST OF THE SOUTHWEST RAIL, 47 FEET NORTHWEST OF THE CENTER
 BU0276'LINE OF THE ROAD, 2 FEET NORTHEAST OF AN OLD RIGHT-OF-WAY FENCE LINE,
 BU0276'1.3 FEET SOUTHEAST OF A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD,
 BU0276'AND ABOUT 3 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BU0276'CONCRETE POST 1/2 FOOT BELOW THE SURFACE OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1330 ***********************************************************************
 CN1330  DESIGNATION -  G 290
 CN1330  PID         -  CN1330
 CN1330  STATE/COUNTY-  AL/CHILTON
 CN1330  USGS QUAD   -  JEMISON EAST (1983)
 CN1330
 CN1330                         *CURRENT SURVEY CONTROL
 CN1330  ___________________________________________________________________
 CN1330* NAD 83(1986)-  32 53 18.     (N)    086 39 27.     (W)     SCALED    
 CN1330* NAVD 88     -       197.635  (meters)     648.41   (feet)  ADJUSTED  
 CN1330  ___________________________________________________________________
 CN1330  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 CN1330  DYNAMIC HT  -         197.408 (meters)     647.66  (feet)  COMP
 CN1330  MODELED GRAV-     979,484.3   (mgal)                       NAVD 88
 CN1330
 CN1330  VERT ORDER  -  SECOND    CLASS 0
 CN1330
 CN1330.The horizontal coordinates were scaled from a topographic map and have
 CN1330.an estimated accuracy of +/- 6 seconds.
 CN1330
 CN1330.The orthometric height was determined by differential leveling
 CN1330.and adjusted by the National Geodetic Survey in June 1991..
 CN1330
 CN1330.The geoid height was determined by GEOID03.
 CN1330
 CN1330.The dynamic height is computed by dividing the NAVD 88
 CN1330.geopotential number by the normal gravity value computed on the
 CN1330.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1330.degrees latitude (g = 980.6199 gals.).
 CN1330
 CN1330.The modeled gravity was interpolated from observed gravity values.
 CN1330
 CN1330;                    North         East    Units  Estimated Accuracy
 CN1330;SPC AL W     -   320,540.      678,830.      MT  (+/- 180 meters Scaled)
 CN1330
 CN1330                          SUPERSEDED SURVEY CONTROL
 CN1330
 CN1330  NGVD 29 (??/??/92)  197.590  (m)          648.26   (f) ADJ UNCH    2 0
 CN1330
 CN1330.Superseded values are not recommended for survey control.
 CN1330.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1330.See file dsdata.txt to determine how the superseded data were derived.
 CN1330
 CN1330_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB320389(NAD 83)
 CN1330_MARKER: DB = BENCH MARK DISK
 CN1330_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1330_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1330_STAMPING: G 290 1949
 CN1330_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1330+STABILITY: SURFACE MOTION
 CN1330
 CN1330  HISTORY     - Date     Condition        Report By
 CN1330  HISTORY     - 1949     MONUMENTED       CGS
 CN1330  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1330
 CN1330                          STATION DESCRIPTION
 CN1330
 CN1330'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1330'0.75 MI N FROM LOMAX.
 CN1330'ABOUT 0.75 MILE NORTH ALONG A GRAVEL ROAD FROM ITS JUNCTION WITH U.S.
 CN1330'HIGHWAY 31 AT LOMAX, ABOUT 0.4 MILE SOUTHWEST OF A JOGGED CROSSROAD,
 CN1330'AT THE BOTTOM OF GRADES, 23 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CN1330'ROAD, 30 FEET NORTHEAST OF THE SOUTHEAST END OF A 20-INCH CORRUGATED
 CN1330'PIPE CULVERT, IN LINE WITH A PROPERTY FENCE LINE RUNNING EAST, 18 FEET
 CN1330'SOUTHEAST OF A POWER LINE CROSSING ROAD, 2 FEET SOUTHEAST OF A WHITE
 CN1330'WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 CN1330'CONCRETE POST PROJECTING 4 INCHES.
 CN1330
 CN1330                          STATION RECOVERY (1971)
 CN1330
 CN1330'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1330'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1272 ***********************************************************************
 CN1272  DESIGNATION -  G 291
 CN1272  PID         -  CN1272
 CN1272  STATE/COUNTY-  AL/CHILTON
 CN1272  USGS QUAD   -  JEMISON WEST (1981)
 CN1272
 CN1272                         *CURRENT SURVEY CONTROL
 CN1272  ___________________________________________________________________
 CN1272* NAD 83(1986)-  32 54 03.     (N)    086 52 26.     (W)     SCALED    
 CN1272* NAVD 88     -       159.214  (meters)     522.35   (feet)  ADJUSTED  
 CN1272  ___________________________________________________________________
 CN1272  GEOID HEIGHT-         -28.93  (meters)                     GEOID03
 CN1272  DYNAMIC HT  -         159.032 (meters)     521.76  (feet)  COMP
 CN1272  MODELED GRAV-     979,486.8   (mgal)                       NAVD 88
 CN1272
 CN1272  VERT ORDER  -  SECOND    CLASS 0
 CN1272
 CN1272.The horizontal coordinates were scaled from a topographic map and have
 CN1272.an estimated accuracy of +/- 6 seconds.
 CN1272
 CN1272.The orthometric height was determined by differential leveling
 CN1272.and adjusted by the National Geodetic Survey in June 1991..
 CN1272
 CN1272.The geoid height was determined by GEOID03.
 CN1272
 CN1272.The dynamic height is computed by dividing the NAVD 88
 CN1272.geopotential number by the normal gravity value computed on the
 CN1272.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1272.degrees latitude (g = 980.6199 gals.).
 CN1272
 CN1272.The modeled gravity was interpolated from observed gravity values.
 CN1272
 CN1272;                    North         East    Units  Estimated Accuracy
 CN1272;SPC AL W     -   321,790.      658,570.      MT  (+/- 180 meters Scaled)
 CN1272
 CN1272                          SUPERSEDED SURVEY CONTROL
 CN1272
 CN1272  NGVD 29 (??/??/92)  159.165  (m)          522.19   (f) ADJ UNCH    2 0
 CN1272
 CN1272.Superseded values are not recommended for survey control.
 CN1272.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1272.See file dsdata.txt to determine how the superseded data were derived.
 CN1272
 CN1272_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB117403(NAD 83)
 CN1272_MARKER: DB = BENCH MARK DISK
 CN1272_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1272_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1272_STAMPING: G 291 1949
 CN1272_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1272+STABILITY: SURFACE MOTION
 CN1272
 CN1272  HISTORY     - Date     Condition        Report By
 CN1272  HISTORY     - 1949     MONUMENTED       CGS
 CN1272
 CN1272                          STATION DESCRIPTION
 CN1272
 CN1272'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1272'2.05 MI E FROM RANDOLPH.
 CN1272'ABOUT 2.05 MILES EAST ALONG A GRAVEL ROAD LEADING TO MACEDONIA CHURCH
 CN1272'AND CEMETERY FROM THE CHURCH AND CEMETERY AT RANDOLPH, ABOUT 0.45 MILE
 CN1272'WEST OF A HILL TOP CROSSROAD, ABOUT 0.2 MILE EAST OF THE JUNCTION OF A
 CN1272'ROAD NORTH, AT A CROSS ROAD, 47 FEET SOUTH OF THE CENTER LINE OF THE
 CN1272'ROAD WEST, 53 FEET NORTHWEST OF THE CENTER LINE OF THE ROAD SOUTHWEST,
 CN1272'75.5 FEET NORTHWEST AND ACROSS ROAD SOUTHWEST FROM A POWER POLE, 20
 CN1272'FEET SOUTH OF A TRIANGULAR BLAZED 12-INCH NUT TREE, 2 FEET WEST OF A
 CN1272'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE
 CN1272'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1357 ***********************************************************************
 CN1357  DESIGNATION -  G 292
 CN1357  PID         -  CN1357
 CN1357  STATE/COUNTY-  AL/CHILTON
 CN1357  USGS QUAD   -  BILLINGSLEY (1984)
 CN1357
 CN1357                         *CURRENT SURVEY CONTROL
 CN1357  ___________________________________________________________________
 CN1357* NAD 83(1986)-  32 44 56.     (N)    086 43 10.     (W)     SCALED    
 CN1357* NAVD 88     -       186.557  (meters)     612.06   (feet)  ADJUSTED  
 CN1357  ___________________________________________________________________
 CN1357  GEOID HEIGHT-         -28.58  (meters)                     GEOID03
 CN1357  DYNAMIC HT  -         186.344 (meters)     611.36  (feet)  COMP
 CN1357  MODELED GRAV-     979,492.7   (mgal)                       NAVD 88
 CN1357
 CN1357  VERT ORDER  -  SECOND    CLASS 0
 CN1357
 CN1357.The horizontal coordinates were scaled from a topographic map and have
 CN1357.an estimated accuracy of +/- 6 seconds.
 CN1357
 CN1357.The orthometric height was determined by differential leveling
 CN1357.and adjusted by the National Geodetic Survey in June 1991..
 CN1357
 CN1357.The geoid height was determined by GEOID03.
 CN1357
 CN1357.The dynamic height is computed by dividing the NAVD 88
 CN1357.geopotential number by the normal gravity value computed on the
 CN1357.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1357.degrees latitude (g = 980.6199 gals.).
 CN1357
 CN1357.The modeled gravity was interpolated from observed gravity values.
 CN1357
 CN1357;                    North         East    Units  Estimated Accuracy
 CN1357;SPC AL W     -   305,040.      673,150.      MT  (+/- 180 meters Scaled)
 CN1357
 CN1357                          SUPERSEDED SURVEY CONTROL
 CN1357
 CN1357  NGVD 29 (??/??/92)  186.517  (m)          611.93   (f) ADJ UNCH    2 0
 CN1357
 CN1357.Superseded values are not recommended for survey control.
 CN1357.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1357.See file dsdata.txt to determine how the superseded data were derived.
 CN1357
 CN1357_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB262234(NAD 83)
 CN1357_MARKER: DB = BENCH MARK DISK
 CN1357_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1357_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1357_STAMPING: G 292 1949
 CN1357_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1357+STABILITY: SURFACE MOTION
 CN1357
 CN1357  HISTORY     - Date     Condition        Report By
 CN1357  HISTORY     - 1949     MONUMENTED       CGS
 CN1357  HISTORY     - 1972     POOR             USGS
 CN1357
 CN1357                          STATION DESCRIPTION
 CN1357
 CN1357'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1357'6.55 MI N FROM BILLINGSLEY.
 CN1357'ABOUT 6.55 MILES NORTH ALONG A COUNTY ROAD FROM THE HIGH SCHOOL AT
 CN1357'BILLINGSLEY, AT POOLS CROSSROADS, 39 FEET EAST OF THE CENTER LINE OF
 CN1357'THE BLACK TOP ROAD, 132 FEET NORTH OF THE CENTER LINE OF THE GRAVEL
 CN1357'ROAD EAST, 83 FEET SOUTH OF HIGHWAY R/W MARKER POST NO. P.C. 320+832,
 CN1357'140 FEET SOUTHEAST AND ACROSS THE ROAD FROM THE SOUTHEAST CORNER OF A
 CN1357'PORCH TO A FARM HOUSE, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, 1
 CN1357'FOOT BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 CN1357'INCHES.
 CN1357
 CN1357                          STATION RECOVERY (1972)
 CN1357
 CN1357'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CN1357'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0541 ***********************************************************************
 CN0541  DESIGNATION -  G 293
 CN0541  PID         -  CN0541
 CN0541  STATE/COUNTY-  AL/MONTGOMERY
 CN0541  USGS QUAD   -  SNOWDOUN (1985)
 CN0541
 CN0541                         *CURRENT SURVEY CONTROL
 CN0541  ___________________________________________________________________
 CN0541* NAD 83(1986)-  32 14 21.     (N)    086 22 27.     (W)     SCALED    
 CN0541* NAVD 88     -        62.336  (meters)     204.51   (feet)  ADJUSTED  
 CN0541  ___________________________________________________________________
 CN0541  GEOID HEIGHT-         -27.64  (meters)                     GEOID03
 CN0541  DYNAMIC HT  -          62.264 (meters)     204.28  (feet)  COMP
 CN0541  MODELED GRAV-     979,491.3   (mgal)                       NAVD 88
 CN0541
 CN0541  VERT ORDER  -  SECOND    CLASS 0
 CN0541
 CN0541.The horizontal coordinates were scaled from a topographic map and have
 CN0541.an estimated accuracy of +/- 6 seconds.
 CN0541
 CN0541.The orthometric height was determined by differential leveling
 CN0541.and adjusted by the National Geodetic Survey in June 1991..
 CN0541
 CN0541.The geoid height was determined by GEOID03.
 CN0541
 CN0541.The dynamic height is computed by dividing the NAVD 88
 CN0541.geopotential number by the normal gravity value computed on the
 CN0541.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0541.degrees latitude (g = 980.6199 gals.).
 CN0541
 CN0541.The modeled gravity was interpolated from observed gravity values.
 CN0541
 CN0541;                    North         East    Units  Estimated Accuracy
 CN0541;SPC AL E     -   192,950.      149,030.      MT  (+/- 180 meters Scaled)
 CN0541
 CN0541                          SUPERSEDED SURVEY CONTROL
 CN0541
 CN0541  NGVD 29 (??/??/92)   62.325  (m)          204.48   (f) ADJ UNCH    2 0
 CN0541
 CN0541.Superseded values are not recommended for survey control.
 CN0541.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0541.See file dsdata.txt to determine how the superseded data were derived.
 CN0541
 CN0541_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA589671(NAD 83)
 CN0541_MARKER: DB = BENCH MARK DISK
 CN0541_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0541_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0541_STAMPING: G 293 1949
 CN0541_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0541+STABILITY: SURFACE MOTION
 CN0541
 CN0541  HISTORY     - Date     Condition        Report By
 CN0541  HISTORY     - 1949     MONUMENTED       CGS
 CN0541  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0541
 CN0541                          STATION DESCRIPTION
 CN0541
 CN0541'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0541'2.2 MI S FROM MCGEHEES.
 CN0541'ABOUT 1.2 MILES SOUTHWEST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 CN0541'FROM THE STATION AT MCGEHEES, THENCE ABOUT 1.0 MILE SOUTHEAST ALONG A
 CN0541'DIRT ROAD, ABOUT 0.45 MILE SOUTHEAST OF A WOODEN DECK BRIDGE, ABOUT
 CN0541'0.45 MILE NORTHWEST OF THE JUNCTION OF AN EAST-WEST ROAD, 22 FEET
 CN0541'SOUTHWEST OF THE CENTER LINE OF THE ROAD, 53 FEET NORTHWEST OF THE
 CN0541'SOUTHWEST END OF AN 18-INCH CONCRETE PIPE CULVERT UNDER ROAD, 24 FEET
 CN0541'NORTHWEST OF A TWIN 14-INCH GUM TREE, 2 FEET SOUTHEAST OF A WHITE
 CN0541'WOODEN WITNESS POST, 1 1/2 FEET BELOW THE ROAD AND SET IN THE TOP OF A
 CN0541'CONCRETE POST PROJECTING 3 INCHES.
 CN0541
 CN0541                          STATION RECOVERY (1975)
 CN0541
 CN0541'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0541'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0568 ***********************************************************************
 CN0568  DESIGNATION -  G 294
 CN0568  PID         -  CN0568
 CN0568  STATE/COUNTY-  AL/MONTGOMERY
 CN0568  USGS QUAD   -  SNOWDOUN (1985)
 CN0568
 CN0568                         *CURRENT SURVEY CONTROL
 CN0568  ___________________________________________________________________
 CN0568* NAD 83(1986)-  32 13 20.     (N)    086 20 54.     (W)     SCALED    
 CN0568* NAVD 88     -        67.596  (meters)     221.77   (feet)  ADJUSTED  
 CN0568  ___________________________________________________________________
 CN0568  GEOID HEIGHT-         -27.60  (meters)                     GEOID03
 CN0568  DYNAMIC HT  -          67.518 (meters)     221.52  (feet)  COMP
 CN0568  MODELED GRAV-     979,489.8   (mgal)                       NAVD 88
 CN0568
 CN0568  VERT ORDER  -  SECOND    CLASS 0
 CN0568
 CN0568.The horizontal coordinates were scaled from a topographic map and have
 CN0568.an estimated accuracy of +/- 6 seconds.
 CN0568
 CN0568.The orthometric height was determined by differential leveling
 CN0568.and adjusted by the National Geodetic Survey in June 1991..
 CN0568
 CN0568.The geoid height was determined by GEOID03.
 CN0568
 CN0568.The dynamic height is computed by dividing the NAVD 88
 CN0568.geopotential number by the normal gravity value computed on the
 CN0568.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0568.degrees latitude (g = 980.6199 gals.).
 CN0568
 CN0568.The modeled gravity was interpolated from observed gravity values.
 CN0568
 CN0568;                    North         East    Units  Estimated Accuracy
 CN0568;SPC AL E     -   191,060.      151,460.      MT  (+/- 180 meters Scaled)
 CN0568
 CN0568                          SUPERSEDED SURVEY CONTROL
 CN0568
 CN0568  NGVD 29 (??/??/92)   67.582  (m)          221.73   (f) ADJ UNCH    2 0
 CN0568
 CN0568.Superseded values are not recommended for survey control.
 CN0568.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0568.See file dsdata.txt to determine how the superseded data were derived.
 CN0568
 CN0568_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA614652(NAD 83)
 CN0568_MARKER: DB = BENCH MARK DISK
 CN0568_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0568_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0568_STAMPING: G 294 1949
 CN0568_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0568+STABILITY: SURFACE MOTION
 CN0568
 CN0568  HISTORY     - Date     Condition        Report By
 CN0568  HISTORY     - 1949     MONUMENTED       CGS
 CN0568
 CN0568                          STATION DESCRIPTION
 CN0568
 CN0568'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0568'3.55 MI N FROM PINTLALLA.
 CN0568'ABOUT 3.55 MILES NORTH ALONG U.S. HIGHWAY 31 FROM THE CROSSROADS AND
 CN0568'MOSLEYS STORE AT PINTLALLA, ABOUT 0.75 MILE NORTH OF BEAULAH CHURCH
 CN0568'AND CEMETERY, 43 FEET WEST OF THE CENTER LINE OF THE HIGHWAY, 18 FEET
 CN0568'SOUTH OF THE CENTER LINE OF A DRIVE WEST TO A FARM HOUSE, 5 FEET SOUTH
 CN0568'OF THE SOUTHEAST CORNER OF THE SOUTH BRICK COLUMN FLANKING DRIVE WAY
 CN0568'(NORTH BRICK COLUMN BEARS PLATE GALLAWAY PLACE,) 2 FEET SOUTH OF A
 CN0568'WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE HIGHWAY AND SET IN THE TOP
 CN0568'OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0597 ***********************************************************************
 CN0597  DESIGNATION -  G 295
 CN0597  PID         -  CN0597
 CN0597  STATE/COUNTY-  AL/ELMORE
 CN0597  USGS QUAD   -  WILLOW SPRINGS (1987)
 CN0597
 CN0597                         *CURRENT SURVEY CONTROL
 CN0597  ___________________________________________________________________
 CN0597* NAD 83(1986)-  32 28 22.     (N)    086 11 35.     (W)     SCALED    
 CN0597* NAVD 88     -        52.094  (meters)     170.91   (feet)  ADJUSTED  
 CN0597  ___________________________________________________________________
 CN0597  GEOID HEIGHT-         -28.36  (meters)                     GEOID03
 CN0597  DYNAMIC HT  -          52.034 (meters)     170.71  (feet)  COMP
 CN0597  MODELED GRAV-     979,490.0   (mgal)                       NAVD 88
 CN0597
 CN0597  VERT ORDER  -  SECOND    CLASS 0
 CN0597
 CN0597.The horizontal coordinates were scaled from a topographic map and have
 CN0597.an estimated accuracy of +/- 6 seconds.
 CN0597
 CN0597.The orthometric height was determined by differential leveling
 CN0597.and adjusted by the National Geodetic Survey in June 1991..
 CN0597
 CN0597.The geoid height was determined by GEOID03.
 CN0597
 CN0597.The dynamic height is computed by dividing the NAVD 88
 CN0597.geopotential number by the normal gravity value computed on the
 CN0597.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0597.degrees latitude (g = 980.6199 gals.).
 CN0597
 CN0597.The modeled gravity was interpolated from observed gravity values.
 CN0597
 CN0597;                    North         East    Units  Estimated Accuracy
 CN0597;SPC AL E     -   218,790.      166,190.      MT  (+/- 180 meters Scaled)
 CN0597
 CN0597                          SUPERSEDED SURVEY CONTROL
 CN0597
 CN0597  NGVD 29 (??/??/92)   52.072  (m)          170.84   (f) ADJ UNCH    2 0
 CN0597
 CN0597.Superseded values are not recommended for survey control.
 CN0597.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0597.See file dsdata.txt to determine how the superseded data were derived.
 CN0597
 CN0597_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA758931(NAD 83)
 CN0597_MARKER: DB = BENCH MARK DISK
 CN0597_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN0597_SP_SET: CULVERT
 CN0597_STAMPING: G 295 1949
 CN0597_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0597
 CN0597  HISTORY     - Date     Condition        Report By
 CN0597  HISTORY     - 1949     MONUMENTED       CGS
 CN0597
 CN0597                          STATION DESCRIPTION
 CN0597
 CN0597'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0597'5.15 MI S FROM WETUMPKA.
 CN0597'5.15 MILES SOUTH ALONG STATE HIGHWAY 11 FROM THE POST OFFICE AT
 CN0597'WETUMPKA, 1.85 MILES NORTH OF THE BRIDGE OVER THE TALLAPOOSA RIVER AND
 CN0597'THE ELMORE-MONTGOMERY COUNTY LINE, ON THE SOUTH SLOPE OF A HILL, 165
 CN0597'FEET EAST SOUTHEAST OF THE NORTHEAST END OF A 4 FOOT CONCRETE CULVERT,
 CN0597'12 FEET NORTHEAST OF AND ABOUT LEVEL WITH THE CENTER LINE OF THE
 CN0597'HIGHWAY, SET IN THE TOP OF THE SOUTHEAST END OF THE NORTHEAST HEADWALL
 CN0597'OF A 6 FOOT CONCRETE CULVERT.  NOTE-- THIS MARK IS ABOUT 4.45 MILES
 CN0597'NORTHEAST ALONG STATE HIGHWAY 11 FROM THE HIGHWAY OVERPASS OVER THE
 CN0597'WESTERN OF ALABAMA RAILWAY AT MADISON, MONTGOMERY COUNTY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0075 ***********************************************************************
 CN0075  DESIGNATION -  G 296
 CN0075  PID         -  CN0075
 CN0075  STATE/COUNTY-  AL/AUTAUGA
 CN0075  USGS QUAD   -  DEATSVILLE (1984)
 CN0075
 CN0075                         *CURRENT SURVEY CONTROL
 CN0075  ___________________________________________________________________
 CN0075* NAD 83(1986)-  32 33 37.     (N)    086 27 42.     (W)     SCALED    
 CN0075* NAVD 88     -       172.321  (meters)     565.36   (feet)  ADJUSTED  
 CN0075  ___________________________________________________________________
 CN0075  GEOID HEIGHT-         -28.41  (meters)                     GEOID03
 CN0075  DYNAMIC HT  -         172.120 (meters)     564.70  (feet)  COMP
 CN0075  MODELED GRAV-     979,468.3   (mgal)                       NAVD 88
 CN0075
 CN0075  VERT ORDER  -  SECOND    CLASS 0
 CN0075
 CN0075.The horizontal coordinates were scaled from a topographic map and have
 CN0075.an estimated accuracy of +/- 6 seconds.
 CN0075
 CN0075.The orthometric height was determined by differential leveling
 CN0075.and adjusted by the National Geodetic Survey in June 1991..
 CN0075
 CN0075.The geoid height was determined by GEOID03.
 CN0075
 CN0075.The dynamic height is computed by dividing the NAVD 88
 CN0075.geopotential number by the normal gravity value computed on the
 CN0075.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0075.degrees latitude (g = 980.6199 gals.).
 CN0075
 CN0075.The modeled gravity was interpolated from observed gravity values.
 CN0075
 CN0075;                    North         East    Units  Estimated Accuracy
 CN0075;SPC AL W     -   284,330.      697,510.      MT  (+/- 180 meters Scaled)
 CN0075
 CN0075                          SUPERSEDED SURVEY CONTROL
 CN0075
 CN0075  NGVD 29 (??/??/92)  172.287  (m)          565.24   (f) ADJ UNCH    2 0
 CN0075
 CN0075.Superseded values are not recommended for survey control.
 CN0075.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0075.See file dsdata.txt to determine how the superseded data were derived.
 CN0075
 CN0075_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB505026(NAD 83)
 CN0075_MARKER: DB = BENCH MARK DISK
 CN0075_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0075_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0075_STAMPING: G 296 1949
 CN0075_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0075+STABILITY: SURFACE MOTION
 CN0075
 CN0075  HISTORY     - Date     Condition        Report By
 CN0075  HISTORY     - 1949     MONUMENTED       CGS
 CN0075
 CN0075                          STATION DESCRIPTION
 CN0075
 CN0075'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0075'1.7 MI S FROM PINE LEVEL.
 CN0075'ABOUT 0.15 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE SCHOOL AT PINE
 CN0075'LEVEL THENCE ABOUT 1.55 MILES SOUTH ALONG U.S. HIGHWAY 31, ON SOUTH
 CN0075'SLOPE OF A HILL, 178 FEET NORTH-NORTHWEST OF A POWER POLE WITH
 CN0075'TRANSFORMER, 60 FEET SOUTHWEST OF THE CENTER OF THE JUNCTION OF A
 CN0075'DRIVE SOUTHEAST TO A CONCRETE BLOCK HOUSE, 55 FEET SOUTHWEST OF THE
 CN0075'CENTER LINE OF THE HIGHWAY, 95 FEET SOUTH OF HIGHWAY R/W MARKER POST
 CN0075'NO. 976-75, 1 1/2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 3 1/2
 CN0075'FEET ABOVE THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN0075'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0059 ***********************************************************************
 CN0059  DESIGNATION -  G 297
 CN0059  PID         -  CN0059
 CN0059  STATE/COUNTY-  AL/AUTAUGA
 CN0059  USGS QUAD   -  MARBURY (1987)
 CN0059
 CN0059                         *CURRENT SURVEY CONTROL
 CN0059  ___________________________________________________________________
 CN0059* NAD 83(1986)-  32 39 31.     (N)    086 28 36.     (W)     SCALED    
 CN0059* NAVD 88     -       143.778  (meters)     471.71   (feet)  ADJUSTED  
 CN0059  ___________________________________________________________________
 CN0059  GEOID HEIGHT-         -28.56  (meters)                     GEOID03
 CN0059  DYNAMIC HT  -         143.612 (meters)     471.17  (feet)  COMP
 CN0059  MODELED GRAV-     979,485.8   (mgal)                       NAVD 88
 CN0059
 CN0059  VERT ORDER  -  SECOND    CLASS 0
 CN0059
 CN0059.The horizontal coordinates were scaled from a topographic map and have
 CN0059.an estimated accuracy of +/- 6 seconds.
 CN0059
 CN0059.The orthometric height was determined by differential leveling
 CN0059.and adjusted by the National Geodetic Survey in June 1991..
 CN0059
 CN0059.The geoid height was determined by GEOID03.
 CN0059
 CN0059.The dynamic height is computed by dividing the NAVD 88
 CN0059.geopotential number by the normal gravity value computed on the
 CN0059.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0059.degrees latitude (g = 980.6199 gals.).
 CN0059
 CN0059.The modeled gravity was interpolated from observed gravity values.
 CN0059
 CN0059;                    North         East    Units  Estimated Accuracy
 CN0059;SPC AL W     -   295,220.      696,000.      MT  (+/- 180 meters Scaled)
 CN0059
 CN0059                          SUPERSEDED SURVEY CONTROL
 CN0059
 CN0059  NGVD 29 (??/??/92)  143.747  (m)          471.61   (f) ADJ UNCH    2 0
 CN0059
 CN0059.Superseded values are not recommended for survey control.
 CN0059.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0059.See file dsdata.txt to determine how the superseded data were derived.
 CN0059
 CN0059_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB490135(NAD 83)
 CN0059_MARKER: DB = BENCH MARK DISK
 CN0059_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0059_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0059_STAMPING: G 297 1949
 CN0059_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0059+STABILITY: SURFACE MOTION
 CN0059
 CN0059  HISTORY     - Date     Condition        Report By
 CN0059  HISTORY     - 1949     MONUMENTED       CGS
 CN0059
 CN0059                          STATION DESCRIPTION
 CN0059
 CN0059'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0059'2.0 MI SW FROM WADSWORTH.
 CN0059'ABOUT 1.05 MILES SOUTH ALONG A GRAVEL ROAD FROM THE COTTON GIN AT
 CN0059'WADSWORTH, THENCE ABOUT 0.95 MILE SOUTHWEST ALONG A GRAVEL ROAD, ABOUT
 CN0059'0.8 MILE NORTHEAST OF THE JUNCTION OF U.S. HIGHWAY 31, ABOUT 0.25 MILE
 CN0059'NORTHEAST OF A ROAD SOUTHEAST, NEAR THE TOP OF A HILL AND AT THE EAST
 CN0059'CORNER OF A GARDEN FENCE, 223 FEET NORTHEAST OF THE CENTER LINE OF A
 CN0059'DRIVE TO A HOUSE NORTHWEST OF ROAD, 242 FEET SOUTHEAST OF A WELL, 200
 CN0059'FEET EAST-SOUTHEAST OF THE NORTHEAST CORNER OF HOUSE, 34 FEET
 CN0059'NORTHWEST OF THE CENTER LINE OF THE ROAD, 3 FEET WEST OF A POWER POLE
 CN0059'WITH TRANSFORMER, 1 FOOT NORTHEAST OF THE GARDEN FENCE CORNER, 1 1/2
 CN0059'FEET SOUTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE
 CN0059'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1397 ***********************************************************************
 CN1397  DESIGNATION -  G 298
 CN1397  PID         -  CN1397
 CN1397  STATE/COUNTY-  AL/AUTAUGA
 CN1397  USGS QUAD   -  BILLINGSLEY (1984)
 CN1397
 CN1397                         *CURRENT SURVEY CONTROL
 CN1397  ___________________________________________________________________
 CN1397* NAD 83(1986)-  32 39 25.     (N)    086 43 18.     (W)     SCALED    
 CN1397* NAVD 88     -       112.087  (meters)     367.74   (feet)  ADJUSTED  
 CN1397  ___________________________________________________________________
 CN1397  GEOID HEIGHT-         -28.50  (meters)                     GEOID03
 CN1397  DYNAMIC HT  -         111.959 (meters)     367.32  (feet)  COMP
 CN1397  MODELED GRAV-     979,490.7   (mgal)                       NAVD 88
 CN1397
 CN1397  VERT ORDER  -  SECOND    CLASS 0
 CN1397
 CN1397.The horizontal coordinates were scaled from a topographic map and have
 CN1397.an estimated accuracy of +/- 6 seconds.
 CN1397
 CN1397.The orthometric height was determined by differential leveling
 CN1397.and adjusted by the National Geodetic Survey in June 1991..
 CN1397
 CN1397.The geoid height was determined by GEOID03.
 CN1397
 CN1397.The dynamic height is computed by dividing the NAVD 88
 CN1397.geopotential number by the normal gravity value computed on the
 CN1397.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1397.degrees latitude (g = 980.6199 gals.).
 CN1397
 CN1397.The modeled gravity was interpolated from observed gravity values.
 CN1397
 CN1397;                    North         East    Units  Estimated Accuracy
 CN1397;SPC AL W     -   294,840.      673,010.      MT  (+/- 180 meters Scaled)
 CN1397
 CN1397                          SUPERSEDED SURVEY CONTROL
 CN1397
 CN1397  NGVD 29 (??/??/92)  112.066  (m)          367.67   (f) ADJ UNCH    2 0
 CN1397
 CN1397.Superseded values are not recommended for survey control.
 CN1397.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1397.See file dsdata.txt to determine how the superseded data were derived.
 CN1397
 CN1397_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB261132(NAD 83)
 CN1397_MARKER: DB = BENCH MARK DISK
 CN1397_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1397_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1397_STAMPING: G 298 1949
 CN1397_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1397+STABILITY: SURFACE MOTION
 CN1397
 CN1397  HISTORY     - Date     Condition        Report By
 CN1397  HISTORY     - 1949     MONUMENTED       CGS
 CN1397
 CN1397                          STATION DESCRIPTION
 CN1397
 CN1397'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1397'0.25 MI SW FROM BILLINGSLEY.
 CN1397'ABOUT 0.25 MILE SOUTHWEST ALONG A COUNTY ROAD FROM THE GULF, MOBILE
 CN1397'AND OHIO RAILROAD STATION AT BILLINGSLEY, ON THE SOUTHWEST SLOPE OF A
 CN1397'HILL, AT A DRIVEWAY SOUTH TO A HOUSE, 273 FEET SOUTHWEST AND ACROSS
 CN1397'THE ROAD FROM THE CENTER OF A ROAD CROSSING ON G.M. AND O. RR., 48
 CN1397'FEET SOUTH-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 23 FEET SOUTHEAST
 CN1397'OF THE NORTHEAST END OF A 12-INCH PIPE CULVERT UNDER DRIVE WAY, 25
 CN1397'FEET EAST OF THE CENTER LINE OF THE DRIVE, 2 1/2 FEET SOUTHWEST OF A
 CN1397'FENCE CORNER, 1 1/2 FEET NORTH OF A WHITE WOODEN WITNESS POST, 4 FEET
 CN1397'ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN1397'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1434 ***********************************************************************
 CN1434  DESIGNATION -  G 299
 CN1434  PID         -  CN1434
 CN1434  STATE/COUNTY-  AL/AUTAUGA
 CN1434  USGS QUAD   -  VIDA (1987)
 CN1434
 CN1434                         *CURRENT SURVEY CONTROL
 CN1434  ___________________________________________________________________
 CN1434* NAD 83(1986)-  32 32 19.     (N)    086 43 30.     (W)     SCALED    
 CN1434* NAVD 88     -       151.766  (meters)     497.92   (feet)  ADJUSTED  
 CN1434  ___________________________________________________________________
 CN1434  GEOID HEIGHT-         -28.31  (meters)                     GEOID03
 CN1434  DYNAMIC HT  -         151.592 (meters)     497.35  (feet)  COMP
 CN1434  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CN1434
 CN1434  VERT ORDER  -  SECOND    CLASS 0
 CN1434
 CN1434.The horizontal coordinates were scaled from a topographic map and have
 CN1434.an estimated accuracy of +/- 6 seconds.
 CN1434
 CN1434.The orthometric height was determined by differential leveling
 CN1434.and adjusted by the National Geodetic Survey in June 1991..
 CN1434
 CN1434.The geoid height was determined by GEOID03.
 CN1434
 CN1434.The dynamic height is computed by dividing the NAVD 88
 CN1434.geopotential number by the normal gravity value computed on the
 CN1434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1434.degrees latitude (g = 980.6199 gals.).
 CN1434
 CN1434.The modeled gravity was interpolated from observed gravity values.
 CN1434
 CN1434;                    North         East    Units  Estimated Accuracy
 CN1434;SPC AL W     -   281,710.      672,800.      MT  (+/- 180 meters Scaled)
 CN1434
 CN1434                          SUPERSEDED SURVEY CONTROL
 CN1434
 CN1434  NGVD 29 (??/??/92)  151.736  (m)          497.82   (f) ADJ UNCH    2 0
 CN1434
 CN1434.Superseded values are not recommended for survey control.
 CN1434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1434.See file dsdata.txt to determine how the superseded data were derived.
 CN1434
 CN1434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB258001(NAD 83)
 CN1434_MARKER: DB = BENCH MARK DISK
 CN1434_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1434_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1434_STAMPING: G 299 1949
 CN1434_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1434+STABILITY: SURFACE MOTION
 CN1434
 CN1434  HISTORY     - Date     Condition        Report By
 CN1434  HISTORY     - 1949     MONUMENTED       CGS
 CN1434  HISTORY     - 1962     GOOD             NGS
 CN1434
 CN1434                          STATION DESCRIPTION
 CN1434
 CN1434'DESCRIBED BY NATIONAL GEODETIC SURVEY 1962
 CN1434'1.8 MI NW FROM INDEPENDENCE.
 CN1434'LOCATED ABOUT 1.8 MILE NORTHWEST ALONG A BLACK TOP ROAD FROM THE C. R.
 CN1434'ASKIN STORE AT INDEPENDENCE, AT THE JUNCTION OF A DIM TRAIL SOUTHWEST,
 CN1434'84 FEET SOUTH WEST OF THE CENTERLINE OF THE ROAD, 15 FEET
 CN1434'NORTH-NORTHEAST OF A TRIANGULAR BLAZED, 8-INCH PINE TREE, 16 FEET
 CN1434'SOUTHEAST OF THE CENTER OF THE DIM ROAD LEADING SOUTHWEST, AND 1 FOOT
 CN1434'SOUTH OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED G 299
 CN1434'1949, SET IN THE TOP OF A CONCRETE POST, FLUSH WITH THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1409 ***********************************************************************
 DH1409  DESIGNATION -  G 3
 DH1409  PID         -  DH1409
 DH1409  STATE/COUNTY-  AL/JEFFERSON
 DH1409  USGS QUAD   -  WARRIOR (1986)
 DH1409
 DH1409                         *CURRENT SURVEY CONTROL
 DH1409  ___________________________________________________________________
 DH1409* NAD 83(1986)-  33 52 28.     (N)    086 45 03.     (W)     SCALED    
 DH1409* NAVD 88     -       179.428  (meters)     588.67   (feet)  POSTED    
 DH1409  ___________________________________________________________________
 DH1409  GEOID HEIGHT-         -28.83  (meters)                     GEOID03
 DH1409  DYNAMIC HT  -         179.240 (meters)     588.06  (feet)  COMP
 DH1409  MODELED GRAV-     979,569.1   (mgal)                       NAVD 88
 DH1409
 DH1409  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 DH1409
 DH1409.The horizontal coordinates were scaled from a topographic map and have
 DH1409.an estimated accuracy of +/- 6 seconds.
 DH1409
 DH1409.The orthometric height was determined by differential leveling
 DH1409.and adjusted by the National Geodetic Survey in 1992..
 DH1409.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 DH1409.rate of 0.0 thru 1.0 mm/km.
 DH1409
 DH1409.The geoid height was determined by GEOID03.
 DH1409
 DH1409.The dynamic height is computed by dividing the NAVD 88
 DH1409.geopotential number by the normal gravity value computed on the
 DH1409.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1409.degrees latitude (g = 980.6199 gals.).
 DH1409
 DH1409.The modeled gravity was interpolated from observed gravity values.
 DH1409
 DH1409;                    North         East    Units  Estimated Accuracy
 DH1409;SPC AL W     -   429,850.      669,310.      MT  (+/- 180 meters Scaled)
 DH1409
 DH1409                          SUPERSEDED SURVEY CONTROL
 DH1409
 DH1409.No superseded survey control is available for this station.
 DH1409
 DH1409_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC230482(NAD 83)
 DH1409_MARKER: B = BOLT
 DH1409_SETTING: 30 = SET IN A LIGHT STRUCTURE
 DH1409_SP_SET: STEP
 DH1409_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 DH1409
 DH1409  HISTORY     - Date     Condition        Report By
 DH1409  HISTORY     - UNK      MONUMENTED       CGS
 DH1409  HISTORY     - 1900     GOOD             NGS
 DH1409  HISTORY     - 1944     MARK NOT FOUND   NGS
 DH1409
 DH1409                          STATION DESCRIPTION
 DH1409
 DH1409'DESCRIBED BY NATIONAL GEODETIC SURVEY 1900
 DH1409'IN BLOUNT.
 DH1409'IN BLOUNT COUNTY, ABOUT 6.5 MILES NORTH ALONG U.S. HIGHWAY 31 FROM
 DH1409'WARRIOR, JEFFERSON COUNTY, ABOUT 3.4 MILES NORTH OF THE
 DH1409'JEFFERSON-BLOUNT COUNTY LINE SIGN, ABOUT 0.8 MILE NORTH OF A ROAD
 DH1409'CROSSING, ABOUT 100 FEET SOUTH OF LOUISVILLE AND NASHVILLE SIDE OF THE
 DH1409'SOUTH PART OF AN ARCHED STONE CULVERT IN THE FIFTH STONE FROM THE TOP
 DH1409'OF THE HEADWALL AND THE FIRST TOP STEP, AND ABOUT 3 INCHES FROM THE
 DH1409'NORTH AND WEST EDGES OF THE STONE.  A CHISELED CROSS IN THE TOP OF A
 DH1409'COPPER BOLT, SET VERTICALLY.
 DH1409
 DH1409                          STATION RECOVERY (1944)
 DH1409
 DH1409'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1944
 DH1409'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0164 ***********************************************************************
 EG0164  DESIGNATION -  G 3 19
 EG0164  PID         -  EG0164
 EG0164  STATE/COUNTY-  AL/FRANKLIN
 EG0164  USGS QUAD   -  HALLTOWN (1976)
 EG0164
 EG0164                         *CURRENT SURVEY CONTROL
 EG0164  ___________________________________________________________________
 EG0164* NAD 83(1986)-  34 24 15.     (N)    088 05 25.     (W)     SCALED    
 EG0164* NAVD 88     -       219.140  (meters)     718.96   (feet)  ADJUSTED  
 EG0164  ___________________________________________________________________
 EG0164  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 EG0164  DYNAMIC HT  -         218.917 (meters)     718.23  (feet)  COMP
 EG0164  MODELED GRAV-     979,615.0   (mgal)                       NAVD 88
 EG0164
 EG0164  VERT ORDER  -  SECOND    CLASS 0
 EG0164
 EG0164.The horizontal coordinates were scaled from a topographic map and have
 EG0164.an estimated accuracy of +/- 6 seconds.
 EG0164
 EG0164.The orthometric height was determined by differential leveling
 EG0164.and adjusted by the National Geodetic Survey in June 1991..
 EG0164
 EG0164.The geoid height was determined by GEOID03.
 EG0164
 EG0164.The dynamic height is computed by dividing the NAVD 88
 EG0164.geopotential number by the normal gravity value computed on the
 EG0164.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0164.degrees latitude (g = 980.6199 gals.).
 EG0164
 EG0164.The modeled gravity was interpolated from observed gravity values.
 EG0164
 EG0164;                    North         East    Units  Estimated Accuracy
 EG0164;SPC AL W     -   488,510.      545,730.      MT  (+/- 180 meters Scaled)
 EG0164
 EG0164                          SUPERSEDED SURVEY CONTROL
 EG0164
 EG0164  NGVD 29 (??/??/92)  219.088  (m)          718.79   (f) ADJ UNCH    2 0
 EG0164
 EG0164.Superseded values are not recommended for survey control.
 EG0164.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0164.See file dsdata.txt to determine how the superseded data were derived.
 EG0164
 EG0164_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SCD997075(NAD 83)
 EG0164_MARKER: DD = SURVEY DISK
 EG0164_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0164_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0164_STAMPING: G 3-19 TRA TA 1937
 EG0164_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0164+STABILITY: SURFACE MOTION
 EG0164
 EG0164  HISTORY     - Date     Condition        Report By
 EG0164  HISTORY     - 1937     MONUMENTED       DOD
 EG0164  HISTORY     - 1950     MARK NOT FOUND   TVA
 EG0164  HISTORY     - 20050526 MARK NOT FOUND   ALHD
 EG0164
 EG0164                          STATION DESCRIPTION
 EG0164
 EG0164'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EG0164'2.5 MI NW FROM VINA.
 EG0164'2.5 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 EG0164'STATION AT VINA, FRANKLIN COUNTY, 7 RAILS NORTHWEST OF SEMAPHORE
 EG0164'047.7, AT THE NORTHWEST END OF A CUT, AT A PRIVATE-ROAD CROSSING, 29
 EG0164'FEET SOUTH OF THE CENTER OF THE CROSSING, 20.5 FEET SOUTHEAST OF THE
 EG0164'CENTERLINE OF THE ROAD, 13.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL,
 EG0164'82.5 FEET SOUTH OF THE FIRST POLE NORTHWEST OF THE ROAD, AND 1.5 FEET
 EG0164'NORTH OF A WHITE WOODEN WITNESS POST.  A CORPS OF ENGINEERS, U.S.
 EG0164'ARMY, STANDARD DISK, STAMPED G 3-19 TRA TA 1937 AND SET IN THE TOP OF
 EG0164'A CONCRETE POST.
 EG0164
 EG0164                          STATION RECOVERY (2005)
 EG0164
 EG0164'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EG0164'REFERENCES GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EG0166 ***********************************************************************
 EG0166  DESIGNATION -  G 3 26
 EG0166  PID         -  EG0166
 EG0166  STATE/COUNTY-  AL/FRANKLIN
 EG0166  USGS QUAD   -  HALLTOWN (1976)
 EG0166
 EG0166                         *CURRENT SURVEY CONTROL
 EG0166  ___________________________________________________________________
 EG0166* NAD 83(1986)-  34 23 22.     (N)    088 04 32.     (W)     SCALED    
 EG0166* NAVD 88     -       224.069  (meters)     735.13   (feet)  ADJUSTED  
 EG0166  ___________________________________________________________________
 EG0166  GEOID HEIGHT-         -27.38  (meters)                     GEOID03
 EG0166  DYNAMIC HT  -         223.841 (meters)     734.38  (feet)  COMP
 EG0166  MODELED GRAV-     979,613.8   (mgal)                       NAVD 88
 EG0166
 EG0166  VERT ORDER  -  SECOND    CLASS 0
 EG0166
 EG0166.The horizontal coordinates were scaled from a topographic map and have
 EG0166.an estimated accuracy of +/- 6 seconds.
 EG0166
 EG0166.The orthometric height was determined by differential leveling
 EG0166.and adjusted by the National Geodetic Survey in June 1991..
 EG0166
 EG0166.The geoid height was determined by GEOID03.
 EG0166
 EG0166.The dynamic height is computed by dividing the NAVD 88
 EG0166.geopotential number by the normal gravity value computed on the
 EG0166.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EG0166.degrees latitude (g = 980.6199 gals.).
 EG0166
 EG0166.The modeled gravity was interpolated from observed gravity values.
 EG0166
 EG0166;                    North         East    Units  Estimated Accuracy
 EG0166;SPC AL W     -   486,870.      547,080.      MT  (+/- 180 meters Scaled)
 EG0166
 EG0166                          SUPERSEDED SURVEY CONTROL
 EG0166
 EG0166  NGVD 29 (??/??/92)  224.017  (m)          734.96   (f) ADJ UNCH    2 0
 EG0166
 EG0166.Superseded values are not recommended for survey control.
 EG0166.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EG0166.See file dsdata.txt to determine how the superseded data were derived.
 EG0166
 EG0166_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD011058(NAD 83)
 EG0166_MARKER: DD = SURVEY DISK
 EG0166_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EG0166_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EG0166_STAMPING: G 3-26 1934 TRAV STA
 EG0166_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EG0166+STABILITY: SURFACE MOTION
 EG0166
 EG0166  HISTORY     - Date     Condition        Report By
 EG0166  HISTORY     - 1934     MONUMENTED       DOD
 EG0166  HISTORY     - 1950     GOOD             TVA
 EG0166  HISTORY     - 20050526 MARK NOT FOUND   ALHD
 EG0166
 EG0166                          STATION DESCRIPTION
 EG0166
 EG0166'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EG0166'1.2 MI NW FROM VINA.
 EG0166'1.2 MILES NORTHWEST ALONG THE ILLINOIS CENTRAL RAILROAD FROM THE
 EG0166'STATION AT VINA, FRANKLIN COUNTY, 84.6 FEET NORTH-NORTHWEST OF
 EG0166'MILEPOST 31 (R 49), AT A PRIVATE-ROAD CROSSING, 14 FEET SOUTHWEST OF
 EG0166'THE CENTER OF THE CROSSING, 8.6 FEET WEST-SOUTHWEST OF THE WEST RAIL,
 EG0166'46 FEET EAST OF A SOUTH GATEPOST, 1 FOOT EAST-NORTHEAST OF A WHITE
 EG0166'WOODEN WITNESS POST, AND 2 FEET SOUTHEAST OF A T.V.A. STEEL POST WITH
 EG0166'A CONTROL-MARKER SIGN.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD
 EG0166'DISK, STAMPED G 3-26 1934 TRAV STA AND SET IN THE TOP OF A CONCRETE
 EG0166'POST.
 EG0166
 EG0166                          STATION RECOVERY (2005)
 EG0166
 EG0166'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 2005 (JDS)
 EG0166'REFERENCES GONE
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0892 ***********************************************************************
 EF0892  DESIGNATION -  G 3 49
 EF0892  PID         -  EF0892
 EF0892  STATE/COUNTY-  AL/FRANKLIN
 EF0892  USGS QUAD   -  HODGES (1949)
 EF0892
 EF0892                         *CURRENT SURVEY CONTROL
 EF0892  ___________________________________________________________________
 EF0892* NAD 83(1986)-  34 21 39.     (N)    087 59 57.     (W)     SCALED    
 EF0892* NAVD 88     -       223.516  (meters)     733.32   (feet)  ADJUSTED  
 EF0892  ___________________________________________________________________
 EF0892  GEOID HEIGHT-         -27.24  (meters)                     GEOID03
 EF0892  DYNAMIC HT  -         223.290 (meters)     732.58  (feet)  COMP
 EF0892  MODELED GRAV-     979,620.4   (mgal)                       NAVD 88
 EF0892
 EF0892  VERT ORDER  -  SECOND    CLASS 0
 EF0892
 EF0892.The horizontal coordinates were scaled from a topographic map and have
 EF0892.an estimated accuracy of +/- 6 seconds.
 EF0892
 EF0892.The orthometric height was determined by differential leveling
 EF0892.and adjusted by the National Geodetic Survey in June 1991..
 EF0892
 EF0892.The geoid height was determined by GEOID03.
 EF0892
 EF0892.The dynamic height is computed by dividing the NAVD 88
 EF0892.geopotential number by the normal gravity value computed on the
 EF0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0892.degrees latitude (g = 980.6199 gals.).
 EF0892
 EF0892.The modeled gravity was interpolated from observed gravity values.
 EF0892
 EF0892;                    North         East    Units  Estimated Accuracy
 EF0892;SPC AL W     -   483,650.      554,080.      MT  (+/- 180 meters Scaled)
 EF0892
 EF0892                          SUPERSEDED SURVEY CONTROL
 EF0892
 EF0892  NGVD 29 (??/??/92)  223.463  (m)          733.14   (f) ADJ UNCH    2 0
 EF0892
 EF0892.Superseded values are not recommended for survey control.
 EF0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0892.See file dsdata.txt to determine how the superseded data were derived.
 EF0892
 EF0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD081026(NAD 83)
 EF0892_MARKER: DD = SURVEY DISK
 EF0892_SETTING: 0 = UNSPECIFIED SETTING
 EF0892_STAMPING: G 3-49
 EF0892_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0892
 EF0892  HISTORY     - Date     Condition        Report By
 EF0892  HISTORY     - UNK      MONUMENTED       USE
 EF0892  HISTORY     - 1950     GOOD             TVA
 EF0892
 EF0892                          STATION DESCRIPTION
 EF0892
 EF0892'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EF0892'IN ATWOOD.
 EF0892'AT ATWOOD, FRANKLIN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 267 FEET
 EF0892'WEST OF THE SITE OF THE STATION, NOW DESTROYED, 2 FEET SOUTHWEST OF
 EF0892'MILEPOST 26 (R 54), 13 FEET SOUTH OF THE SOUTH RAIL, 50 FEET NORTH OF
 EF0892'THE CENTERLINE OF THE HODGES-RED BAY ROAD, 1 FOOT NORTH OF A WHITE
 EF0892'WOODEN WITNESS POST, AND 2 FEET NORTH OF A T.V.A. STEEL POST WITH A
 EF0892'CONTROL-MARKER SIGN.  A CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK,
 EF0892'STAMPED G 3-49.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0893 ***********************************************************************
 EF0893  DESIGNATION -  G 3 50
 EF0893  PID         -  EF0893
 EF0893  STATE/COUNTY-  AL/FRANKLIN
 EF0893  USGS QUAD   -  HODGES (1949)
 EF0893
 EF0893                         *CURRENT SURVEY CONTROL
 EF0893  ___________________________________________________________________
 EF0893* NAD 83(1986)-  34 21 38.     (N)    087 59 49.     (W)     SCALED    
 EF0893* NAVD 88     -       225.100  (meters)     738.52   (feet)  ADJUSTED  
 EF0893  ___________________________________________________________________
 EF0893  GEOID HEIGHT-         -27.23  (meters)                     GEOID03
 EF0893  DYNAMIC HT  -         224.873 (meters)     737.77  (feet)  COMP
 EF0893  MODELED GRAV-     979,620.4   (mgal)                       NAVD 88
 EF0893
 EF0893  VERT ORDER  -  SECOND    CLASS 0
 EF0893
 EF0893.The horizontal coordinates were scaled from a topographic map and have
 EF0893.an estimated accuracy of +/- 6 seconds.
 EF0893
 EF0893.The orthometric height was determined by differential leveling
 EF0893.and adjusted by the National Geodetic Survey in June 1991..
 EF0893
 EF0893.The geoid height was determined by GEOID03.
 EF0893
 EF0893.The dynamic height is computed by dividing the NAVD 88
 EF0893.geopotential number by the normal gravity value computed on the
 EF0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0893.degrees latitude (g = 980.6199 gals.).
 EF0893
 EF0893.The modeled gravity was interpolated from observed gravity values.
 EF0893
 EF0893;                    North         East    Units  Estimated Accuracy
 EF0893;SPC AL W     -   483,620.      554,290.      MT  (+/- 180 meters Scaled)
 EF0893
 EF0893                          SUPERSEDED SURVEY CONTROL
 EF0893
 EF0893  NGVD 29 (??/??/92)  225.047  (m)          738.34   (f) ADJ UNCH    2 0
 EF0893
 EF0893.Superseded values are not recommended for survey control.
 EF0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0893.See file dsdata.txt to determine how the superseded data were derived.
 EF0893
 EF0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDD083025(NAD 83)
 EF0893_MARKER: DD = SURVEY DISK
 EF0893_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0893_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0893_STAMPING: G 3 50
 EF0893_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0893+STABILITY: SURFACE MOTION
 EF0893
 EF0893  HISTORY     - Date     Condition        Report By
 EF0893  HISTORY     - UNK      MONUMENTED       USE
 EF0893  HISTORY     - 1950     GOOD             TVA
 EF0893
 EF0893                          STATION DESCRIPTION
 EF0893
 EF0893'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EF0893'IN ATWOOD.
 EF0893'AT ATWOOD, FRANKLIN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 396 FEET
 EF0893'EAST OF THE SITE OF THE STATION, NOW DESTROYED, 47.8 FEET NORTH OF THE
 EF0893'NORTH RAIL OF THE MAIN TRACK, 120 FEET NORTH OF THE CENTERLINE OF THE
 EF0893'HODGES-RED BAY ROAD, 1 FOOT SOUTH OF A WHITE WOODEN WITNESS POST, AND
 EF0893'2 FEET SOUTH OF A T.V.A. STEEL POST WITH A CONTROL-MARKER SIGN. A
 EF0893'CORPS OF ENGINEERS, U.S. ARMY, STANDARD DISK, STAMPED G 3 50 AND SET
 EF0893'IN THE TOP OF A CONCRETE POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0901 ***********************************************************************
 EF0901  DESIGNATION -  G 3 77
 EF0901  PID         -  EF0901
 EF0901  STATE/COUNTY-  AL/FRANKLIN
 EF0901  USGS QUAD   -  HODGES (1949)
 EF0901
 EF0901                         *CURRENT SURVEY CONTROL
 EF0901  ___________________________________________________________________
 EF0901* NAD 83(1986)-  34 19 43.     (N)    087 55 38.     (W)     SCALED    
 EF0901* NAVD 88     -       256.463  (meters)     841.41   (feet)  ADJUSTED  
 EF0901  ___________________________________________________________________
 EF0901  GEOID HEIGHT-         -27.09  (meters)                     GEOID03
 EF0901  DYNAMIC HT  -         256.204 (meters)     840.56  (feet)  COMP
 EF0901  MODELED GRAV-     979,618.7   (mgal)                       NAVD 88
 EF0901
 EF0901  VERT ORDER  -  SECOND    CLASS 0
 EF0901
 EF0901.The horizontal coordinates were scaled from a topographic map and have
 EF0901.an estimated accuracy of +/- 6 seconds.
 EF0901
 EF0901.The orthometric height was determined by differential leveling
 EF0901.and adjusted by the National Geodetic Survey in June 1991..
 EF0901
 EF0901.The geoid height was determined by GEOID03.
 EF0901
 EF0901.The dynamic height is computed by dividing the NAVD 88
 EF0901.geopotential number by the normal gravity value computed on the
 EF0901.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0901.degrees latitude (g = 980.6199 gals.).
 EF0901
 EF0901.The modeled gravity was interpolated from observed gravity values.
 EF0901
 EF0901;                    North         East    Units  Estimated Accuracy
 EF0901;SPC AL W     -   480,050.      560,690.      MT  (+/- 180 meters Scaled)
 EF0901
 EF0901                          SUPERSEDED SURVEY CONTROL
 EF0901
 EF0901  NGVD 29 (??/??/92)  256.402  (m)          841.21   (f) ADJ UNCH    2 0
 EF0901
 EF0901.Superseded values are not recommended for survey control.
 EF0901.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0901.See file dsdata.txt to determine how the superseded data were derived.
 EF0901
 EF0901_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDC147989(NAD 83)
 EF0901_MARKER: DD = SURVEY DISK
 EF0901_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0901_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0901_STAMPING: G 3-77
 EF0901_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0901+STABILITY: SURFACE MOTION
 EF0901
 EF0901  HISTORY     - Date     Condition        Report By
 EF0901  HISTORY     - UNK      MONUMENTED       USE
 EF0901  HISTORY     - 1950     GOOD             TVA
 EF0901
 EF0901                          STATION DESCRIPTION
 EF0901
 EF0901'DESCRIBED BY TENNESSEE VALLEY AUTHORITY 1950
 EF0901'IN HODGES.
 EF0901'AT HODGES, FRANKLIN COUNTY, ON THE ILLINOIS CENTRAL RAILROAD, 193 FEET
 EF0901'NORTH-NORTHEAST OF SEMAPHORE 059.3, 85 FEET SOUTHWEST OF THE SOUTHWEST
 EF0901'CORNER OF A HOUSE, 52.3 FEET SOUTHEAST OF THE SOUTHEAST RAIL, 28 FEET
 EF0901'WEST OF THE CENTERLINE OF THE HODGES-RED BAY ROAD, 1 FOOT SOUTHWEST OF
 EF0901'A WHITE WOODEN WITNESS POST, AND 2 FEET NORTH OF A T.V.A. STEEL POST
 EF0901'WITH A CONTROL-MARKER SIGN.  A CORPS OF ENGINEERS, U.S. ARMY STANDARD
 EF0901'DISK, STAMPED G 3-77 AND SET IN THE TOP OF A CONCRETE POST. NOTE--
 EF0901'BENCH MARK IS ABOUT 1150 FEET NORTH OF STATION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0434 ***********************************************************************
 CN0434  DESIGNATION -  G 30
 CN0434  PID         -  CN0434
 CN0434  STATE/COUNTY-  AL/MONTGOMERY
 CN0434  USGS QUAD   -  MOUNT MEIGS (1987)
 CN0434
 CN0434                         *CURRENT SURVEY CONTROL
 CN0434  ___________________________________________________________________
 CN0434* NAD 83(1986)-  32 16 39.     (N)    086 04 25.     (W)     SCALED    
 CN0434* NAVD 88     -        94.383  (meters)     309.65   (feet)  ADJUSTED  
 CN0434  ___________________________________________________________________
 CN0434  GEOID HEIGHT-         -27.77  (meters)                     GEOID03
 CN0434  DYNAMIC HT  -          94.274 (meters)     309.30  (feet)  COMP
 CN0434  MODELED GRAV-     979,487.7   (mgal)                       NAVD 88
 CN0434
 CN0434  VERT ORDER  -  SECOND    CLASS 0
 CN0434
 CN0434.The horizontal coordinates were scaled from a topographic map and have
 CN0434.an estimated accuracy of +/- 6 seconds.
 CN0434
 CN0434.The orthometric height was determined by differential leveling
 CN0434.and adjusted by the National Geodetic Survey in June 1991..
 CN0434
 CN0434.The geoid height was determined by GEOID03.
 CN0434
 CN0434.The dynamic height is computed by dividing the NAVD 88
 CN0434.geopotential number by the normal gravity value computed on the
 CN0434.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0434.degrees latitude (g = 980.6199 gals.).
 CN0434
 CN0434.The modeled gravity was interpolated from observed gravity values.
 CN0434
 CN0434;                    North         East    Units  Estimated Accuracy
 CN0434;SPC AL E     -   197,100.      177,370.      MT  (+/- 180 meters Scaled)
 CN0434
 CN0434                          SUPERSEDED SURVEY CONTROL
 CN0434
 CN0434  NGVD 29 (??/??/92)   94.360  (m)          309.58   (f) ADJ UNCH    2 0
 CN0434
 CN0434.Superseded values are not recommended for survey control.
 CN0434.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0434.See file dsdata.txt to determine how the superseded data were derived.
 CN0434
 CN0434_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA872715(NAD 83)
 CN0434_MARKER: DB = BENCH MARK DISK
 CN0434_SETTING: 0 = UNSPECIFIED SETTING
 CN0434_STAMPING: G 30 1934
 CN0434_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0434
 CN0434  HISTORY     - Date     Condition        Report By
 CN0434  HISTORY     - 1934     MONUMENTED       CGS
 CN0434
 CN0434                          STATION DESCRIPTION
 CN0434
 CN0434'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0434'1.8 MI E FROM PIKE ROAD.
 CN0434'ALONG THE RIGHT OF WAY OF THE CENTRAL OF GEORGIA RAILROAD 10 1/2
 CN0434'RAILS, APPROXIMATELY 107 YARDS WEST OF MILEPOST M 17, S 397.  18 FEET
 CN0434'NORTH OF THE TRACK.  ON RIGHT OF WAY FENCE LINE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0406 ***********************************************************************
 CN0406  DESIGNATION -  G 300
 CN0406  PID         -  CN0406
 CN0406  STATE/COUNTY-  AL/MONTGOMERY
 CN0406  USGS QUAD   -  SNOWDOUN (1985)
 CN0406
 CN0406                         *CURRENT SURVEY CONTROL
 CN0406  ___________________________________________________________________
 CN0406* NAD 83(1986)-  32 09 44.     (N)    086 16 15.     (W)     SCALED    
 CN0406* NAVD 88     -        82.886  (meters)     271.94   (feet)  ADJUSTED  
 CN0406  ___________________________________________________________________
 CN0406  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CN0406  DYNAMIC HT  -          82.790 (meters)     271.62  (feet)  COMP
 CN0406  MODELED GRAV-     979,483.5   (mgal)                       NAVD 88
 CN0406
 CN0406  VERT ORDER  -  FIRST     CLASS I
 CN0406
 CN0406.The horizontal coordinates were scaled from a topographic map and have
 CN0406.an estimated accuracy of +/- 6 seconds.
 CN0406
 CN0406.The orthometric height was determined by differential leveling
 CN0406.and adjusted by the National Geodetic Survey in June 1991..
 CN0406
 CN0406.The geoid height was determined by GEOID03.
 CN0406
 CN0406.The dynamic height is computed by dividing the NAVD 88
 CN0406.geopotential number by the normal gravity value computed on the
 CN0406.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0406.degrees latitude (g = 980.6199 gals.).
 CN0406
 CN0406.The modeled gravity was interpolated from observed gravity values.
 CN0406
 CN0406;                    North         East    Units  Estimated Accuracy
 CN0406;SPC AL E     -   184,380.      158,730.      MT  (+/- 180 meters Scaled)
 CN0406
 CN0406                          SUPERSEDED SURVEY CONTROL
 CN0406
 CN0406  NGVD 29 (??/??/92)   82.868  (m)          271.88   (f) ADJ UNCH    1 1
 CN0406
 CN0406.Superseded values are not recommended for survey control.
 CN0406.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0406.See file dsdata.txt to determine how the superseded data were derived.
 CN0406
 CN0406_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA687586(NAD 83)
 CN0406_MARKER: DB = BENCH MARK DISK
 CN0406_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0406_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0406_STAMPING: G 300 1949
 CN0406_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0406+STABILITY: SURFACE MOTION
 CN0406_SATELLITE: THE SITE LOCATION WAS REPORTED AS SUITABLE FOR
 CN0406+SATELLITE: SATELLITE OBSERVATIONS - April 25, 2001
 CN0406
 CN0406  HISTORY     - Date     Condition        Report By
 CN0406  HISTORY     - 1949     MONUMENTED       CGS
 CN0406  HISTORY     - 1967     GOOD             NGS
 CN0406  HISTORY     - 20010425 GOOD             NGS
 CN0406
 CN0406                          STATION DESCRIPTION
 CN0406
 CN0406'DESCRIBED BY NATIONAL GEODETIC SURVEY 1967
 CN0406'6.0 MI S FROM SNOWDOUN.
 CN0406'ABOUT 6.0 MILES SOUTH ALONG U. S. HIGHWAY 331 FROM THE BLACK TOPPED
 CN0406'ROAD CROSSING AT SNOWDOUN, AT LE GRAND, 222 FEET NORTH OF THE CENTER
 CN0406'LINE OF A GRAVELED ROAD, 100 FEET EAST OF THE CENTER LINE OF THE
 CN0406'HIGHWAY, 64 FEET NORTHWEST OF THE NORTHWEST CORNER OF THE PROVIDENCE
 CN0406'PRESBYTERIAN CHURCH, 18 FEET SOUTH OF THE NORTH CHURCH YARD FENCE,
 CN0406'116.4 FEET SOUTHWEST OF BENCH MARK G 425 DESCRIBED, ABOUT 6 FEET ABOVE
 CN0406'THE LEVEL OF THE HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 CN0406'PROJECTING 1 INCH ABOVE THE LEVEL OF THE GROUND.
 CN0406
 CN0406                          STATION RECOVERY (2001)
 CN0406
 CN0406'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 2001 (RTN)
 CN0406'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0681 ***********************************************************************
 CN0681  DESIGNATION -  G 301
 CN0681  PID         -  CN0681
 CN0681  STATE/COUNTY-  AL/LOWNDES
 CN0681  USGS QUAD   -  CANTELOUS (1981)
 CN0681
 CN0681                         *CURRENT SURVEY CONTROL
 CN0681  ___________________________________________________________________
 CN0681* NAD 83(1986)-  32 16 06.     (N)    086 29 56.     (W)     SCALED    
 CN0681* NAVD 88     -        55.345  (meters)     181.58   (feet)  ADJUSTED  
 CN0681  ___________________________________________________________________
 CN0681  GEOID HEIGHT-         -27.68  (meters)                     GEOID03
 CN0681  DYNAMIC HT  -          55.281 (meters)     181.37  (feet)  COMP
 CN0681  MODELED GRAV-     979,492.5   (mgal)                       NAVD 88
 CN0681
 CN0681  VERT ORDER  -  SECOND    CLASS 0
 CN0681
 CN0681.The horizontal coordinates were scaled from a topographic map and have
 CN0681.an estimated accuracy of +/- 6 seconds.
 CN0681
 CN0681.The orthometric height was determined by differential leveling
 CN0681.and adjusted by the National Geodetic Survey in June 1991..
 CN0681
 CN0681.The geoid height was determined by GEOID03.
 CN0681
 CN0681.The dynamic height is computed by dividing the NAVD 88
 CN0681.geopotential number by the normal gravity value computed on the
 CN0681.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0681.degrees latitude (g = 980.6199 gals.).
 CN0681
 CN0681.The modeled gravity was interpolated from observed gravity values.
 CN0681
 CN0681;                    North         East    Units  Estimated Accuracy
 CN0681;SPC AL W     -   251,920.      694,320.      MT  (+/- 180 meters Scaled)
 CN0681
 CN0681                          SUPERSEDED SURVEY CONTROL
 CN0681
 CN0681  NGVD 29 (??/??/92)   55.332  (m)          181.54   (f) ADJ UNCH    2 0
 CN0681
 CN0681.Superseded values are not recommended for survey control.
 CN0681.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0681.See file dsdata.txt to determine how the superseded data were derived.
 CN0681
 CN0681_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA471702(NAD 83)
 CN0681_MARKER: DB = BENCH MARK DISK
 CN0681_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0681_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0681_STAMPING: G 301 1949
 CN0681_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0681+STABILITY: SURFACE MOTION
 CN0681
 CN0681  HISTORY     - Date     Condition        Report By
 CN0681  HISTORY     - 1949     MONUMENTED       CGS
 CN0681  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN0681
 CN0681                          STATION DESCRIPTION
 CN0681
 CN0681'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0681'4.75 MI S FROM MANACK.
 CN0681'ABOUT 3.95 MILES SOUTH ALONG A GRAVEL ROAD FROM THE WESTERN OF ALABAMA
 CN0681'RAILWAY STATION AT MANACK, THENCE ABOUT 0.3 MILE NORTHEAST ALONG U.S.
 CN0681'HIGHWAY 80, THENCE ABOUT 0.5 MILE SOUTH ALONG A GRAVEL ROAD, ABOUT 0.9
 CN0681'MILE NORTH OF THE JUNCTION OF A ROAD EAST, ABOUT 0.35 MILE NORTH OF A
 CN0681'BRIDGE OVER A CREEK, 90 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD,
 CN0681'12 FEET NORTH OF THE CENTER LINE OF A FARM ROAD EAST, 35 FEET WEST OF
 CN0681'A 26-INCH OAK TREE 3 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, 1
 CN0681'FOOT BELOW THE GRAVEL ROAD, ABOUT LEVEL WITH THE FARM ROAD AND SET IN
 CN0681'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CN0681
 CN0681                          STATION RECOVERY (1975)
 CN0681
 CN0681'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN0681'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0890 ***********************************************************************
 CN0890  DESIGNATION -  G 302
 CN0890  PID         -  CN0890
 CN0890  STATE/COUNTY-  AL/LOWNDES
 CN0890  USGS QUAD   -  CALHOUN (1981)
 CN0890
 CN0890                         *CURRENT SURVEY CONTROL
 CN0890  ___________________________________________________________________
 CN0890* NAD 83(1986)-  32 05 08.     (N)    086 33 53.     (W)     SCALED    
 CN0890* NAVD 88     -        84.902  (meters)     278.55   (feet)  ADJUSTED  
 CN0890  ___________________________________________________________________
 CN0890  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CN0890  DYNAMIC HT  -          84.803 (meters)     278.22  (feet)  COMP
 CN0890  MODELED GRAV-     979,476.9   (mgal)                       NAVD 88
 CN0890
 CN0890  VERT ORDER  -  SECOND    CLASS 0
 CN0890
 CN0890.The horizontal coordinates were scaled from a topographic map and have
 CN0890.an estimated accuracy of +/- 6 seconds.
 CN0890
 CN0890.The orthometric height was determined by differential leveling
 CN0890.and adjusted by the National Geodetic Survey in June 1991..
 CN0890
 CN0890.The geoid height was determined by GEOID03.
 CN0890
 CN0890.The dynamic height is computed by dividing the NAVD 88
 CN0890.geopotential number by the normal gravity value computed on the
 CN0890.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0890.degrees latitude (g = 980.6199 gals.).
 CN0890
 CN0890.The modeled gravity was interpolated from observed gravity values.
 CN0890
 CN0890;                    North         East    Units  Estimated Accuracy
 CN0890;SPC AL W     -   231,590.      688,290.      MT  (+/- 180 meters Scaled)
 CN0890
 CN0890                          SUPERSEDED SURVEY CONTROL
 CN0890
 CN0890  NGVD 29 (??/??/92)   84.875  (m)          278.46   (f) ADJ UNCH    2 0
 CN0890
 CN0890.Superseded values are not recommended for survey control.
 CN0890.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0890.See file dsdata.txt to determine how the superseded data were derived.
 CN0890
 CN0890_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA410500(NAD 83)
 CN0890_MARKER: DB = BENCH MARK DISK
 CN0890_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0890_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0890_STAMPING: G 302 1949
 CN0890_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0890+STABILITY: SURFACE MOTION
 CN0890
 CN0890  HISTORY     - Date     Condition        Report By
 CN0890  HISTORY     - 1949     MONUMENTED       CGS
 CN0890
 CN0890                          STATION DESCRIPTION
 CN0890
 CN0890'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0890'2.75 MI NW FROM CALHOUN.
 CN0890'ABOUT 2.75 MILES NORTHWEST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 CN0890'NASHVILLE RAILROAD STATION AT CALHOUN, ABOUT 0.35 MILE SOUTHEAST OF
 CN0890'THE JUNCTION OF A DIM GRAVEL ROAD NORTHEAST, 50 YARDS SOUTH OF THE TOP
 CN0890'OF A GRADE, 39 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 13 FEET
 CN0890'NORTHEAST OF A FENCE LINE, 24 FEET NORTHWEST OF A 14-INCH PINE TREE, 2
 CN0890'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CN0890'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0835 ***********************************************************************
 CN0835  DESIGNATION -  G 303
 CN0835  PID         -  CN0835
 CN0835  STATE/COUNTY-  AL/LOWNDES
 CN0835  USGS QUAD   -  LOWNDESBORO (1981)
 CN0835
 CN0835                         *CURRENT SURVEY CONTROL
 CN0835  ___________________________________________________________________
 CN0835* NAD 83(1986)-  32 17 10.     (N)    086 36 19.     (W)     SCALED    
 CN0835* NAVD 88     -       125.395  (meters)     411.40   (feet)  ADJUSTED  
 CN0835  ___________________________________________________________________
 CN0835  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CN0835  DYNAMIC HT  -         125.250 (meters)     410.92  (feet)  COMP
 CN0835  MODELED GRAV-     979,487.0   (mgal)                       NAVD 88
 CN0835
 CN0835  VERT ORDER  -  SECOND    CLASS 0
 CN0835
 CN0835.The horizontal coordinates were scaled from a topographic map and have
 CN0835.an estimated accuracy of +/- 6 seconds.
 CN0835
 CN0835.The orthometric height was determined by differential leveling
 CN0835.and adjusted by the National Geodetic Survey in June 1991..
 CN0835
 CN0835.The geoid height was determined by GEOID03.
 CN0835
 CN0835.The dynamic height is computed by dividing the NAVD 88
 CN0835.geopotential number by the normal gravity value computed on the
 CN0835.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0835.degrees latitude (g = 980.6199 gals.).
 CN0835
 CN0835.The modeled gravity was interpolated from observed gravity values.
 CN0835
 CN0835;                    North         East    Units  Estimated Accuracy
 CN0835;SPC AL W     -   253,800.      684,280.      MT  (+/- 180 meters Scaled)
 CN0835
 CN0835                          SUPERSEDED SURVEY CONTROL
 CN0835
 CN0835  NGVD 29 (??/??/92)  125.368  (m)          411.31   (f) ADJ UNCH    2 0
 CN0835
 CN0835.Superseded values are not recommended for survey control.
 CN0835.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0835.See file dsdata.txt to determine how the superseded data were derived.
 CN0835
 CN0835_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA371722(NAD 83)
 CN0835_MARKER: DB = BENCH MARK DISK
 CN0835_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0835_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0835_STAMPING: G 303 1949
 CN0835_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0835+STABILITY: SURFACE MOTION
 CN0835
 CN0835  HISTORY     - Date     Condition        Report By
 CN0835  HISTORY     - 1949     MONUMENTED       CGS
 CN0835  HISTORY     - 1963     GOOD             PAS
 CN0835
 CN0835                          STATION DESCRIPTION
 CN0835
 CN0835'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0835'1.5 MI N FROM LOWNDESBORO.
 CN0835'ABOUT 1.5 MILES NORTH ALONG A COUNTY ROAD FROM THE JUNCTION OF U.S.
 CN0835'HIGHWAY 80 AT JUNCTION OF STATE HIGHWAY 97 SOUTH AT LOWNDESBORO, ABOUT
 CN0835'0.8 MILE NORTH OF THE LOWNDESBORO SCHOOL, AT THE LOWNDESBORO BAPTIST
 CN0835'CHURCH AND THE OAK VIEW CEMETERY, 70 FEET SOUTH OF THE NORTHWEST
 CN0835'CORNER OF THE CEMETERY, 192 FEET NORTH OF THE NORTHWEST CORNER OF THE
 CN0835'CHURCH, 55 FEET NORTH OF THE CENTER OF THE WEST CEMETERY ENTRANCE
 CN0835'GATE, 70 FEET EAST-SOUTHEAST OF THE CENTER LINE OF THE ROAD, 2 FEET
 CN0835'NORTH OF A WHITE WOODEN WITNESS POST, 2 FEET ABOVE THE ROAD AND SET IN
 CN0835'THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
 CN0835
 CN0835                          STATION RECOVERY (1963)
 CN0835
 CN0835'RECOVERY NOTE BY PARK AERIAL SURVEYS INCORPORATED 1963
 CN0835'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0974 ***********************************************************************
 CN0974  DESIGNATION -  G 304
 CN0974  PID         -  CN0974
 CN0974  STATE/COUNTY-  AL/DALLAS
 CN0974  USGS QUAD   -  PLEASANT HILL (1987)
 CN0974
 CN0974                         *CURRENT SURVEY CONTROL
 CN0974  ___________________________________________________________________
 CN0974* NAD 83(1986)-  32 09 44.     (N)    086 55 47.     (W)     SCALED    
 CN0974* NAVD 88     -       116.546  (meters)     382.37   (feet)  ADJUSTED  
 CN0974  ___________________________________________________________________
 CN0974  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 CN0974  DYNAMIC HT  -         116.412 (meters)     381.93  (feet)  COMP
 CN0974  MODELED GRAV-     979,482.9   (mgal)                       NAVD 88
 CN0974
 CN0974  VERT ORDER  -  SECOND    CLASS 0
 CN0974
 CN0974.The horizontal coordinates were scaled from a topographic map and have
 CN0974.an estimated accuracy of +/- 6 seconds.
 CN0974
 CN0974.The orthometric height was determined by differential leveling
 CN0974.and adjusted by the National Geodetic Survey in June 1991..
 CN0974
 CN0974.The geoid height was determined by GEOID03.
 CN0974
 CN0974.The dynamic height is computed by dividing the NAVD 88
 CN0974.geopotential number by the normal gravity value computed on the
 CN0974.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0974.degrees latitude (g = 980.6199 gals.).
 CN0974
 CN0974.The modeled gravity was interpolated from observed gravity values.
 CN0974
 CN0974;                    North         East    Units  Estimated Accuracy
 CN0974;SPC AL W     -   239,850.      653,790.      MT  (+/- 180 meters Scaled)
 CN0974
 CN0974                          SUPERSEDED SURVEY CONTROL
 CN0974
 CN0974  NGVD 29 (??/??/92)  116.502  (m)          382.22   (f) ADJ UNCH    2 0
 CN0974
 CN0974.Superseded values are not recommended for survey control.
 CN0974.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0974.See file dsdata.txt to determine how the superseded data were derived.
 CN0974
 CN0974_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA066584(NAD 83)
 CN0974_MARKER: DB = BENCH MARK DISK
 CN0974_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0974_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0974_STAMPING: G 304 1949
 CN0974_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0974+STABILITY: SURFACE MOTION
 CN0974
 CN0974  HISTORY     - Date     Condition        Report By
 CN0974  HISTORY     - 1949     MONUMENTED       CGS
 CN0974
 CN0974                          STATION DESCRIPTION
 CN0974
 CN0974'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0974'1.15 MI SW FROM PLEASANT HILL.
 CN0974'ABOUT 1.15 MILES WEST AND SOUTHWEST ALONG A GRAVEL ROAD FROM THE
 CN0974'CROSSROADS AT PLEASANT HILL, ABOUT 1.05 MILES NORTHEAST OF GOOD HOPE
 CN0974'CHURCH, AT THE JUNCTION OF A SMALL ROAD LEADING SOUTH, 62 FEET
 CN0974'SOUTHEAST OF THE CENTER LINE OF THE GRAVEL ROAD, 15 FEET WEST OF THE
 CN0974'CENTER LINE OF THE ROAD SOUTH, 49 FEET EAST OF THE NORTHEAST CORNER OF
 CN0974'A FARM HOUSE, 28 FEET SOUTH-SOUTHEAST OF A 12-INCH PECAN TREE, 1 FOOT
 CN0974'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROADS AND
 CN0974'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1000 ***********************************************************************
 CN1000  DESIGNATION -  G 305
 CN1000  PID         -  CN1000
 CN1000  STATE/COUNTY-  AL/AUTAUGA
 CN1000  USGS QUAD   -  DURANT BEND (1982)
 CN1000
 CN1000                         *CURRENT SURVEY CONTROL
 CN1000  ___________________________________________________________________
 CN1000* NAD 83(1986)-  32 24 14.     (N)    086 47 40.     (W)     SCALED    
 CN1000* NAVD 88     -        92.511  (meters)     303.51   (feet)  ADJUSTED  
 CN1000  ___________________________________________________________________
 CN1000  GEOID HEIGHT-         -28.07  (meters)                     GEOID03
 CN1000  DYNAMIC HT  -          92.405 (meters)     303.17  (feet)  COMP
 CN1000  MODELED GRAV-     979,492.1   (mgal)                       NAVD 88
 CN1000
 CN1000  VERT ORDER  -  SECOND    CLASS 0
 CN1000
 CN1000.The horizontal coordinates were scaled from a topographic map and have
 CN1000.an estimated accuracy of +/- 6 seconds.
 CN1000
 CN1000.The orthometric height was determined by differential leveling
 CN1000.and adjusted by the National Geodetic Survey in June 1991..
 CN1000
 CN1000.The geoid height was determined by GEOID03.
 CN1000
 CN1000.The dynamic height is computed by dividing the NAVD 88
 CN1000.geopotential number by the normal gravity value computed on the
 CN1000.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1000.degrees latitude (g = 980.6199 gals.).
 CN1000
 CN1000.The modeled gravity was interpolated from observed gravity values.
 CN1000
 CN1000;                    North         East    Units  Estimated Accuracy
 CN1000;SPC AL W     -   266,730.      666,370.      MT  (+/- 180 meters Scaled)
 CN1000
 CN1000                          SUPERSEDED SURVEY CONTROL
 CN1000
 CN1000  NGVD 29 (??/??/92)   92.474  (m)          303.39   (f) ADJ UNCH    2 0
 CN1000
 CN1000.Superseded values are not recommended for survey control.
 CN1000.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1000.See file dsdata.txt to determine how the superseded data were derived.
 CN1000
 CN1000_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA193852(NAD 83)
 CN1000_MARKER: DB = BENCH MARK DISK
 CN1000_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1000_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1000_STAMPING: G 305 1949
 CN1000_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1000+STABILITY: SURFACE MOTION
 CN1000
 CN1000  HISTORY     - Date     Condition        Report By
 CN1000  HISTORY     - 1949     MONUMENTED       CGS
 CN1000  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN1000
 CN1000                          STATION DESCRIPTION
 CN1000
 CN1000'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1000'6.7 MI SW FROM MULBERRY.
 CN1000'ABOUT 1.6 MILES WEST ALONG STATE HIGHWAY 14 FROM THE BRIDGE OVER IVY
 CN1000'CREEK AT MULBERRY, THENCE ABOUT 5.1 MILES SOUTH ALONG A DIRT ROAD,
 CN1000'ABOUT 0.5 MILE SOUTH OF THE JUNCTION OF A ROAD EAST, AT TWO WHITE
 CN1000'HOUSES AND A TENANT HOUSE ON NORTHEAST SIDE OF ROAD, 87 FEET
 CN1000'WEST-NORTHWEST OF THE WEST CORNER OF THE SMALLER ONE OF THE TWO
 CN1000'HOUSES, 48 FEET WEST OF THE NORTH ONE OF TWO 36-INCH OAK TREES, 46
 CN1000'FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 26 FEET SOUTHWEST OF
 CN1000'THE SOUTHWEST CORNER OF THE TENANT HOUSE, 16 FEET SOUTH OF A FENCE
 CN1000'LINE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, 1 FOOT ABOVE THE
 CN1000'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 CN1000
 CN1000                          STATION RECOVERY (1979)
 CN1000
 CN1000'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN1000'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2127 ***********************************************************************
 CN2127  DESIGNATION -  G 306
 CN2127  PID         -  CN2127
 CN2127  STATE/COUNTY-  AL/DALLAS
 CN2127  USGS QUAD   -  ORRVILLE (1987)
 CN2127
 CN2127                         *CURRENT SURVEY CONTROL
 CN2127  ___________________________________________________________________
 CN2127* NAD 83(1986)-  32 18 41.     (N)    087 07 30.     (W)     SCALED    
 CN2127* NAVD 88     -        47.299  (meters)     155.18   (feet)  ADJUSTED  
 CN2127  ___________________________________________________________________
 CN2127  GEOID HEIGHT-         -27.93  (meters)                     GEOID03
 CN2127  DYNAMIC HT  -          47.246 (meters)     155.01  (feet)  COMP
 CN2127  MODELED GRAV-     979,505.2   (mgal)                       NAVD 88
 CN2127
 CN2127  VERT ORDER  -  SECOND    CLASS 0
 CN2127
 CN2127.The horizontal coordinates were scaled from a topographic map and have
 CN2127.an estimated accuracy of +/- 6 seconds.
 CN2127
 CN2127.The orthometric height was determined by differential leveling
 CN2127.and adjusted by the National Geodetic Survey in June 1991..
 CN2127
 CN2127.The geoid height was determined by GEOID03.
 CN2127
 CN2127.The dynamic height is computed by dividing the NAVD 88
 CN2127.geopotential number by the normal gravity value computed on the
 CN2127.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2127.degrees latitude (g = 980.6199 gals.).
 CN2127
 CN2127.The modeled gravity was interpolated from observed gravity values.
 CN2127
 CN2127;                    North         East    Units  Estimated Accuracy
 CN2127;SPC AL W     -   256,310.      635,310.      MT  (+/- 180 meters Scaled)
 CN2127
 CN2127                          SUPERSEDED SURVEY CONTROL
 CN2127
 CN2127  NGVD 29 (??/??/92)   47.256  (m)          155.04   (f) ADJ UNCH    2 0
 CN2127
 CN2127.Superseded values are not recommended for survey control.
 CN2127.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2127.See file dsdata.txt to determine how the superseded data were derived.
 CN2127
 CN2127_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA882749(NAD 83)
 CN2127_MARKER: DB = BENCH MARK DISK
 CN2127_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2127_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2127_STAMPING: G 306 1949
 CN2127_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2127+STABILITY: SURFACE MOTION
 CN2127
 CN2127  HISTORY     - Date     Condition        Report By
 CN2127  HISTORY     - 1949     MONUMENTED       CGS
 CN2127  HISTORY     - 1970     GOOD             NGS
 CN2127
 CN2127                          STATION DESCRIPTION
 CN2127
 CN2127'DESCRIBED BY NATIONAL GEODETIC SURVEY 1970
 CN2127'1.85 MI S FROM CAHABA.
 CN2127'ABOUT 1.85 MILES SOUTHWEST ALONG A BLACK TOP ROAD FROM ITS JUNCTION
 CN2127'WITH THE ROAD LEADING EAST TO THE OLD FERRY, AT CAHABA, AT THE
 CN2127'JUNCTION WITH A ROAD LEADING NORTH TO BELOIT.  IT IS 127 FEET EAST OF
 CN2127'THE CENTER OF THE ROAD LEADING NORTH, 45 FEET NORTH OF THE CENTER OF
 CN2127'THE ROAD, 17 FEET NORTHWEST OF A 2-FOOT CEDAR TREE, 23 FEET SOUTH OF
 CN2127'AN 18-INCH CEDAR TREE, 89 FEET EAST F A POWER LINE LEADING NORTH AND 1
 CN2127'FOOT SOUTH OF A METAL WITNESS POST.  IT IS A DISK SET IN THE TOP OF A
 CN2127'CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2146 ***********************************************************************
 CN2146  DESIGNATION -  G 307
 CN2146  PID         -  CN2146
 CN2146  STATE/COUNTY-  AL/DALLAS
 CN2146  USGS QUAD   -  TASSO (1987)
 CN2146
 CN2146                         *CURRENT SURVEY CONTROL
 CN2146  ___________________________________________________________________
 CN2146* NAD 83(1986)-  32 10 54.     (N)    087 08 30.     (W)     SCALED    
 CN2146* NAVD 88     -        32.035  (meters)     105.10   (feet)  ADJUSTED  
 CN2146  ___________________________________________________________________
 CN2146  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CN2146  DYNAMIC HT  -          31.999 (meters)     104.98  (feet)  COMP
 CN2146  MODELED GRAV-     979,512.0   (mgal)                       NAVD 88
 CN2146
 CN2146  VERT ORDER  -  SECOND    CLASS 0
 CN2146
 CN2146.The horizontal coordinates were scaled from a topographic map and have
 CN2146.an estimated accuracy of +/- 6 seconds.
 CN2146
 CN2146.The orthometric height was determined by differential leveling
 CN2146.and adjusted by the National Geodetic Survey in June 1991..
 CN2146
 CN2146.The geoid height was determined by GEOID03.
 CN2146
 CN2146.The dynamic height is computed by dividing the NAVD 88
 CN2146.geopotential number by the normal gravity value computed on the
 CN2146.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2146.degrees latitude (g = 980.6199 gals.).
 CN2146
 CN2146.The modeled gravity was interpolated from observed gravity values.
 CN2146
 CN2146;                    North         East    Units  Estimated Accuracy
 CN2146;SPC AL W     -   241,920.      633,790.      MT  (+/- 180 meters Scaled)
 CN2146
 CN2146                          SUPERSEDED SURVEY CONTROL
 CN2146
 CN2146  NGVD 29 (??/??/92)   31.994  (m)          104.97   (f) ADJ UNCH    2 0
 CN2146
 CN2146.Superseded values are not recommended for survey control.
 CN2146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2146.See file dsdata.txt to determine how the superseded data were derived.
 CN2146
 CN2146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA866605(NAD 83)
 CN2146_MARKER: DB = BENCH MARK DISK
 CN2146_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2146_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2146_STAMPING: G 307 1949
 CN2146_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2146+STABILITY: SURFACE MOTION
 CN2146
 CN2146  HISTORY     - Date     Condition        Report By
 CN2146  HISTORY     - 1949     MONUMENTED       CGS
 CN2146
 CN2146                          STATION DESCRIPTION
 CN2146
 CN2146'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN2146'3.55 MI NE FROM PINE BELT.
 CN2146'ABOUT 3.0 MILES EAST ALONG A GRAVEL ROAD FROM THE STORE BUILDING AT
 CN2146'PINE BELT, THENCE ABOUT 0.55 MILE NORTHWEST ALONG A GRAVEL ROAD, ABOUT
 CN2146'0.55 MILE SOUTHEAST OF THE CHEERFUL SCHOOL (COLORED), ABOUT 0.55 MILE
 CN2146'NORTHWEST OF A CROSSROAD AND CEMETERY, AT THE JUNCTION OF A FARM ROAD
 CN2146'NORTHEAST, 44 FEET EAST OF THE CENTER LINE OF THE JUNCTION, 35 FEET
 CN2146'NORTHEAST OF THE CENTER LINE OF THE ROAD, 21 FEET EAST-NORTHEAST OF
 CN2146'THE SOUTHEAST END OF AN 18-INCH PIPE CULVERT UNDER FARM ROAD, 19 FEET
 CN2146'SOUTHEAST OF THE CENTER LINE OF THE FARM ROAD NORTHEAST, 7 1/2 FEET
 CN2146'NORTHEAST OF A FENCE CORNER, 1 1/2 FEET SOUTHEAST OF A WHITE WOODEN
 CN2146'WITNESS POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 CN2146'POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0956 ***********************************************************************
 CN0956  DESIGNATION -  G 308
 CN0956  PID         -  CN0956
 CN0956  STATE/COUNTY-  AL/DALLAS
 CN0956  USGS QUAD   -  SARDIS (1982)
 CN0956
 CN0956                         *CURRENT SURVEY CONTROL
 CN0956  ___________________________________________________________________
 CN0956* NAD 83(1986)-  32 15 36.     (N)    086 53 50.     (W)     SCALED    
 CN0956* NAVD 88     -        81.344  (meters)     266.88   (feet)  ADJUSTED  
 CN0956  ___________________________________________________________________
 CN0956  GEOID HEIGHT-         -27.70  (meters)                     GEOID03
 CN0956  DYNAMIC HT  -          81.250 (meters)     266.57  (feet)  COMP
 CN0956  MODELED GRAV-     979,487.2   (mgal)                       NAVD 88
 CN0956
 CN0956  VERT ORDER  -  SECOND    CLASS 0
 CN0956
 CN0956.The horizontal coordinates were scaled from a topographic map and have
 CN0956.an estimated accuracy of +/- 6 seconds.
 CN0956
 CN0956.The orthometric height was determined by differential leveling
 CN0956.and adjusted by the National Geodetic Survey in June 1991..
 CN0956
 CN0956.The geoid height was determined by GEOID03.
 CN0956
 CN0956.The dynamic height is computed by dividing the NAVD 88
 CN0956.geopotential number by the normal gravity value computed on the
 CN0956.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0956.degrees latitude (g = 980.6199 gals.).
 CN0956
 CN0956.The modeled gravity was interpolated from observed gravity values.
 CN0956
 CN0956;                    North         East    Units  Estimated Accuracy
 CN0956;SPC AL W     -   250,710.      656,790.      MT  (+/- 180 meters Scaled)
 CN0956
 CN0956                          SUPERSEDED SURVEY CONTROL
 CN0956
 CN0956  NGVD 29 (??/??/92)   81.303  (m)          266.74   (f) ADJ UNCH    2 0
 CN0956
 CN0956.Superseded values are not recommended for survey control.
 CN0956.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0956.See file dsdata.txt to determine how the superseded data were derived.
 CN0956
 CN0956_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA096692(NAD 83)
 CN0956_MARKER: DD = SURVEY DISK
 CN0956_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0956_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0956_STAMPING: U S C AND G S G 308 1949
 CN0956_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0956+STABILITY: SURFACE MOTION
 CN0956
 CN0956  HISTORY     - Date     Condition        Report By
 CN0956  HISTORY     - 1949     MONUMENTED       ALHD
 CN0956  HISTORY     - 1949     GOOD             NGS
 CN0956  HISTORY     - 1979     MARK NOT FOUND   USGS
 CN0956
 CN0956                          STATION DESCRIPTION
 CN0956
 CN0956'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN0956'IN POLK.
 CN0956'AT POLK, AT THE CROSSROADS, 118 FEET NORTHEAST AND ACROSS THE ROAD
 CN0956'INTERSECTION FROM THE NORTHWEST ONE OF TWO GASOLINE PUMPS AT WOODS
 CN0956'GROCERY STORE, 70 FEET NORTHEAST OF THE CENTER OF THE ROAD
 CN0956'INTERSECTION, 39 FEET EAST OF THE CENTER LINE OF THE COUNTY ROAD
 CN0956'NORTH, 36 FEET NORTH OF THE CENTER LINE OF THE ROAD EAST, 20 FEET
 CN0956'EAST-NORTHEAST OF THE EAST END OF THE NORTH CONCRETE HEADWALL OF A
 CN0956'CULVERT UNDER ROAD EAST, 14.8 FEET NORTH OF A POWER POLE, 14 FEET
 CN0956'SOUTH-SOUTHWEST OF A FENCE CORNER, AND SET IN THE TOP OF A CONCRETE
 CN0956'POST PROJECTING 7 INCHES.
 CN0956
 CN0956                          STATION RECOVERY (1979)
 CN0956
 CN0956'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1979
 CN0956'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0960 ***********************************************************************
 CN0960  DESIGNATION -  G 309
 CN0960  PID         -  CN0960
 CN0960  STATE/COUNTY-  AL/DALLAS
 CN0960  USGS QUAD   -  PLEASANT HILL (1987)
 CN0960
 CN0960                         *CURRENT SURVEY CONTROL
 CN0960  ___________________________________________________________________
 CN0960* NAD 83(1986)-  32 12 25.     (N)    086 54 31.     (W)     SCALED    
 CN0960* NAVD 88     -        65.114  (meters)     213.63   (feet)  ADJUSTED  
 CN0960  ___________________________________________________________________
 CN0960  GEOID HEIGHT-         -27.57  (meters)                     GEOID03
 CN0960  DYNAMIC HT  -          65.038 (meters)     213.38  (feet)  COMP
 CN0960  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 CN0960
 CN0960  VERT ORDER  -  SECOND    CLASS 0
 CN0960
 CN0960.The horizontal coordinates were scaled from a topographic map and have
 CN0960.an estimated accuracy of +/- 6 seconds.
 CN0960
 CN0960.The orthometric height was determined by differential leveling
 CN0960.and adjusted by the National Geodetic Survey in June 1991..
 CN0960
 CN0960.The geoid height was determined by GEOID03.
 CN0960
 CN0960.The dynamic height is computed by dividing the NAVD 88
 CN0960.geopotential number by the normal gravity value computed on the
 CN0960.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0960.degrees latitude (g = 980.6199 gals.).
 CN0960
 CN0960.The modeled gravity was interpolated from observed gravity values.
 CN0960
 CN0960;                    North         East    Units  Estimated Accuracy
 CN0960;SPC AL W     -   244,820.      655,750.      MT  (+/- 180 meters Scaled)
 CN0960
 CN0960                          SUPERSEDED SURVEY CONTROL
 CN0960
 CN0960  NGVD 29 (??/??/92)   65.072  (m)          213.49   (f) ADJ UNCH    2 0
 CN0960
 CN0960.Superseded values are not recommended for survey control.
 CN0960.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0960.See file dsdata.txt to determine how the superseded data were derived.
 CN0960
 CN0960_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEA086633(NAD 83)
 CN0960_MARKER: DB = BENCH MARK DISK
 CN0960_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN0960_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN0960_STAMPING: G 309 1949
 CN0960_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN0960+STABILITY: SURFACE MOTION
 CN0960
 CN0960  HISTORY     - Date     Condition        Report By
 CN0960  HISTORY     - 1949     MONUMENTED       CGS
 CN0960
 CN0960                          STATION DESCRIPTION
 CN0960
 CN0960'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN0960'2.95 MI N FROM PLEASANT HILL.
 CN0960'ABOUT 2.95 MILES NORTH ALONG A COUNTY ROAD FROM THE CROSSROADS AT
 CN0960'PLEASANT HILL, ABOUT 60 YARDS NORTH-NORTHWEST OF THE NORTH END OF A
 CN0960'42-FOOT WOODEN BRIDGE OVER A SMALL STREAM, 63 FEET WEST OF THE CENTER
 CN0960'LINE OF THE ROAD, 20 FEET SOUTH OF THE CENTER OF A GATE TO A PASTURE,
 CN0960'39.5 FEET NORTH OF THE NORTH BOARD FENCE OF A CATTLE PEN, 2 FEET SOUTH
 CN0960'OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN
 CN0960'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1234 ***********************************************************************
 CN1234  DESIGNATION -  G 31
 CN1234  PID         -  CN1234
 CN1234  STATE/COUNTY-  AL/CHILTON
 CN1234  USGS QUAD   -  CLANTON EAST (1983)
 CN1234
 CN1234                         *CURRENT SURVEY CONTROL
 CN1234  ___________________________________________________________________
 CN1234* NAD 83(1986)-  32 46 24.     (N)    086 32 42.     (W)     SCALED    
 CN1234* NAVD 88     -       138.770  (meters)     455.28   (feet)  ADJUSTED  
 CN1234  ___________________________________________________________________
 CN1234  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 CN1234  DYNAMIC HT  -         138.612 (meters)     454.76  (feet)  COMP
 CN1234  MODELED GRAV-     979,502.2   (mgal)                       NAVD 88
 CN1234
 CN1234  VERT ORDER  -  SECOND    CLASS 0
 CN1234
 CN1234.The horizontal coordinates were scaled from a topographic map and have
 CN1234.an estimated accuracy of +/- 6 seconds.
 CN1234
 CN1234.The orthometric height was determined by differential leveling
 CN1234.and adjusted by the National Geodetic Survey in June 1991..
 CN1234
 CN1234.The geoid height was determined by GEOID03.
 CN1234
 CN1234.The dynamic height is computed by dividing the NAVD 88
 CN1234.geopotential number by the normal gravity value computed on the
 CN1234.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1234.degrees latitude (g = 980.6199 gals.).
 CN1234
 CN1234.The modeled gravity was interpolated from observed gravity values.
 CN1234
 CN1234;                    North         East    Units  Estimated Accuracy
 CN1234;SPC AL W     -   307,880.      689,470.      MT  (+/- 180 meters Scaled)
 CN1234
 CN1234                          SUPERSEDED SURVEY CONTROL
 CN1234
 CN1234  NGVD 29 (??/??/92)  138.742  (m)          455.19   (f) ADJ UNCH    2 0
 CN1234
 CN1234.Superseded values are not recommended for survey control.
 CN1234.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1234.See file dsdata.txt to determine how the superseded data were derived.
 CN1234
 CN1234_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB426262(NAD 83)
 CN1234_MARKER: DB = BENCH MARK DISK
 CN1234_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1234_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1234_STAMPING: G 31 1934
 CN1234_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1234+STABILITY: SURFACE MOTION
 CN1234
 CN1234  HISTORY     - Date     Condition        Report By
 CN1234  HISTORY     - 1934     MONUMENTED       CGS
 CN1234  HISTORY     - 1949     GOOD             NGS
 CN1234
 CN1234                          STATION DESCRIPTION
 CN1234
 CN1234'DESCRIBED BY NATIONAL GEODETIC SURVEY 1949
 CN1234'IN COOPER.
 CN1234'AT COOPER, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 145 YARDS
 CN1234'SOUTHEAST OF A PUBLIC ROAD CROSSING, 45 FEET SOUTHWEST OF THE
 CN1234'SOUTHWEST RAIL OF THE MAIN TRACK, 23.5 FEET SOUTH OF A TELEPHONE POLE,
 CN1234'2 FEET NORTHEAST OF THE R/W FENCE LINE, 153 FEET SOUTHEAST OF THE
 CN1234'SOUTHEAST CONCRETE BASE FOR A RAILROAD WATER TANK, 126 FEET SOUTH AND
 CN1234'ACROSS THE MAIN TRACK FROM A WATER SPOUT, 124 FEET SOUTHEAST OF THE
 CN1234'SOUTHEAST CONCRETE BASE OF AN ABANDONED WATER TANK, 2 FEET NORTHWEST
 CN1234'OF A WHITE WOODEN WITNESS POST, 4 1/2 FEET BELOW THE TRACK AND SET IN
 CN1234'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1586 ***********************************************************************
 CN1586  DESIGNATION -  G 310
 CN1586  PID         -  CN1586
 CN1586  STATE/COUNTY-  AL/PERRY
 CN1586  USGS QUAD   -  SUTTLE (1987)
 CN1586
 CN1586                         *CURRENT SURVEY CONTROL
 CN1586  ___________________________________________________________________
 CN1586* NAD 83(1986)-  32 31 47.     (N)    087 14 10.     (W)     SCALED    
 CN1586* NAVD 88     -        62.164  (meters)     203.95   (feet)  ADJUSTED  
 CN1586  ___________________________________________________________________
 CN1586  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN1586  DYNAMIC HT  -          62.093 (meters)     203.72  (feet)  COMP
 CN1586  MODELED GRAV-     979,488.3   (mgal)                       NAVD 88
 CN1586
 CN1586  VERT ORDER  -  SECOND    CLASS 0
 CN1586
 CN1586.The horizontal coordinates were scaled from a topographic map and have
 CN1586.an estimated accuracy of +/- 6 seconds.
 CN1586
 CN1586.The orthometric height was determined by differential leveling
 CN1586.and adjusted by the National Geodetic Survey in June 1991..
 CN1586
 CN1586.The geoid height was determined by GEOID03.
 CN1586
 CN1586.The dynamic height is computed by dividing the NAVD 88
 CN1586.geopotential number by the normal gravity value computed on the
 CN1586.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1586.degrees latitude (g = 980.6199 gals.).
 CN1586
 CN1586.The modeled gravity was interpolated from observed gravity values.
 CN1586
 CN1586;                    North         East    Units  Estimated Accuracy
 CN1586;SPC AL W     -   280,490.      624,790.      MT  (+/- 180 meters Scaled)
 CN1586
 CN1586                          SUPERSEDED SURVEY CONTROL
 CN1586
 CN1586  NGVD 29 (??/??/92)   62.114  (m)          203.79   (f) ADJ UNCH    2 0
 CN1586
 CN1586.Superseded values are not recommended for survey control.
 CN1586.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1586.See file dsdata.txt to determine how the superseded data were derived.
 CN1586
 CN1586_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA778991(NAD 83)
 CN1586_MARKER: DB = BENCH MARK DISK
 CN1586_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1586_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1586_STAMPING: G 310 1949
 CN1586_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1586+STABILITY: SURFACE MOTION
 CN1586
 CN1586  HISTORY     - Date     Condition        Report By
 CN1586  HISTORY     - 1949     MONUMENTED       CGS
 CN1586  HISTORY     - 1964     GOOD             NGS
 CN1586
 CN1586                          STATION DESCRIPTION
 CN1586
 CN1586'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 CN1586'2.95 MI E FROM HAMBURG.
 CN1586'LOCATED 2.95 MILES EAST ALONG PERRY COUNTY ROAD NO. 12, FROM ITS
 CN1586'INTERSECTION WITH THE SOUTHERN RAILROAD AT THE FLAG STOP OF HAMBURG.
 CN1586'IT IS 155 MILES EAST OF THE INTERSECTION OF COUNTY ROADS NO. 12 AND
 CN1586'45, AT THE WEST END OF A CURVE AND ABOUT 0.25 MILE SOUTHWEST OF THE
 CN1586'JUNCTION WITH A BLACK TOPPED ROAD.  IT IS 34 FEET SOUTHEAST OF THE
 CN1586'CENTERLINE OF THE ROAD, 6 FEET SOUTHEAST OF A FENCE LINE, 16 FEET
 CN1586'NORTHEAST OF A 4-FOOT SQUARE PIECE OF A CONCRETE AND 1 FOOT SOUTHEAST
 CN1586'OF A METAL WITNESS POST.  IT IS A STANDARD DISK, STAMPED H 310 1949,
 CN1586'SET IN THE TOP OF A CONCRETE POST PROJECTING 1 INCHE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1573 ***********************************************************************
 CN1573  DESIGNATION -  G 311
 CN1573  PID         -  CN1573
 CN1573  STATE/COUNTY-  AL/DALLAS
 CN1573  USGS QUAD   -  SUMMERFIELD (1987)
 CN1573
 CN1573                         *CURRENT SURVEY CONTROL
 CN1573  ___________________________________________________________________
 CN1573* NAD 83(1986)-  32 31 19.     (N)    087 03 18.     (W)     SCALED    
 CN1573* NAVD 88     -        81.494  (meters)     267.37   (feet)  ADJUSTED  
 CN1573  ___________________________________________________________________
 CN1573  GEOID HEIGHT-         -28.55  (meters)                     GEOID03
 CN1573  DYNAMIC HT  -          81.400 (meters)     267.06  (feet)  COMP
 CN1573  MODELED GRAV-     979,488.8   (mgal)                       NAVD 88
 CN1573
 CN1573  VERT ORDER  -  SECOND    CLASS 0
 CN1573
 CN1573.The horizontal coordinates were scaled from a topographic map and have
 CN1573.an estimated accuracy of +/- 6 seconds.
 CN1573
 CN1573.The orthometric height was determined by differential leveling
 CN1573.and adjusted by the National Geodetic Survey in June 1991..
 CN1573
 CN1573.The geoid height was determined by GEOID03.
 CN1573
 CN1573.The dynamic height is computed by dividing the NAVD 88
 CN1573.geopotential number by the normal gravity value computed on the
 CN1573.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1573.degrees latitude (g = 980.6199 gals.).
 CN1573
 CN1573.The modeled gravity was interpolated from observed gravity values.
 CN1573
 CN1573;                    North         East    Units  Estimated Accuracy
 CN1573;SPC AL W     -   279,690.      641,810.      MT  (+/- 180 meters Scaled)
 CN1573
 CN1573                          SUPERSEDED SURVEY CONTROL
 CN1573
 CN1573  NGVD 29 (??/??/92)   81.456  (m)          267.24   (f) ADJ UNCH    2 0
 CN1573
 CN1573.Superseded values are not recommended for survey control.
 CN1573.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1573.See file dsdata.txt to determine how the superseded data were derived.
 CN1573
 CN1573_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA948982(NAD 83)
 CN1573_MARKER: DB = BENCH MARK DISK
 CN1573_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1573_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1573_STAMPING: G 311 1949
 CN1573_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1573+STABILITY: SURFACE MOTION
 CN1573
 CN1573  HISTORY     - Date     Condition        Report By
 CN1573  HISTORY     - 1949     MONUMENTED       CGS
 CN1573  HISTORY     - 1984     MARK NOT FOUND   USPSQD
 CN1573
 CN1573                          STATION DESCRIPTION
 CN1573
 CN1573'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 CN1573'0.95 MI W FROM SUMMERFIELD.
 CN1573'ABOUT 0.95 MILE WEST AND NORTHWEST ALONG A GRAVEL ROAD FROM THE
 CN1573'JUNCTION OF A NORTH-SOUTH ROAD AND THE SCHOOL YARD AT SUMMERFIELD,
 CN1573'ABOUT 0.3 MILE SOUTHEAST OF THE Y JUNCTION OF A ROAD EAST, NEAR THE
 CN1573'BOTTOM OF GRADES, 113 FEET NORTHWEST OF THE WEST CORNER OF A 20-FOOT
 CN1573'WOODEN BRIDGE OVER A SMALL CREEK, 25 FEET SOUTHWEST OF THE CENTER LINE
 CN1573'OF THE ROAD, 63 FEET NORTHEAST OF A POWER POLE, 5 FEET SOUTHWEST OF A
 CN1573'WIRE FENCE, 2 FEET NORTHEAST OF A WHITE WOODEN WITNESS POST, 1 1/2
 CN1573'FEET BELOW THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN1573'INCHES.
 CN1573
 CN1573                          STATION RECOVERY (1984)
 CN1573
 CN1573'RECOVERY NOTE BY US POWER SQUADRON 1984 (SKS)
 CN1573'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0595 ***********************************************************************
 EF0595  DESIGNATION -  G 312
 EF0595  PID         -  EF0595
 EF0595  STATE/COUNTY-  AL/MADISON
 EF0595  USGS QUAD   -  MERIDIANVILLE (1982)
 EF0595
 EF0595                         *CURRENT SURVEY CONTROL
 EF0595  ___________________________________________________________________
 EF0595* NAD 83(1986)-  34 46 58.     (N)    086 32 39.     (W)     SCALED    
 EF0595* NAVD 88     -       241.141  (meters)     791.14   (feet)  ADJUSTED  
 EF0595  ___________________________________________________________________
 EF0595  GEOID HEIGHT-         -28.65  (meters)                     GEOID03
 EF0595  DYNAMIC HT  -         240.897 (meters)     790.34  (feet)  COMP
 EF0595  MODELED GRAV-     979,616.6   (mgal)                       NAVD 88
 EF0595
 EF0595  VERT ORDER  -  FIRST     CLASS II
 EF0595
 EF0595.The horizontal coordinates were scaled from a topographic map and have
 EF0595.an estimated accuracy of +/- 6 seconds.
 EF0595
 EF0595.The orthometric height was determined by differential leveling
 EF0595.and adjusted by the National Geodetic Survey in June 1991..
 EF0595.WARNING-Repeat measurements at this control monument indicate possible
 EF0595.vertical movement.
 EF0595
 EF0595.The geoid height was determined by GEOID03.
 EF0595
 EF0595.The dynamic height is computed by dividing the NAVD 88
 EF0595.geopotential number by the normal gravity value computed on the
 EF0595.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0595.degrees latitude (g = 980.6199 gals.).
 EF0595
 EF0595.The modeled gravity was interpolated from observed gravity values.
 EF0595
 EF0595;                    North         East    Units  Estimated Accuracy
 EF0595;SPC AL E     -   475,160.      134,940.      MT  (+/- 180 meters Scaled)
 EF0595
 EF0595                          SUPERSEDED SURVEY CONTROL
 EF0595
 EF0595  NGVD 29 (??/??/92)  241.086  (m)          790.96   (f) ADJ UNCH    1 2
 EF0595
 EF0595.Superseded values are not recommended for survey control.
 EF0595.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0595.See file dsdata.txt to determine how the superseded data were derived.
 EF0595
 EF0595_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED417490(NAD 83)
 EF0595_MARKER: DB = BENCH MARK DISK
 EF0595_SETTING: 0 = UNSPECIFIED SETTING
 EF0595_STAMPING: G 312 1949
 EF0595_MARK LOGO: CGS   
 EF0595_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EF0595
 EF0595  HISTORY     - Date     Condition        Report By
 EF0595  HISTORY     - 1949     MONUMENTED       CGS
 EF0595  HISTORY     - 1982     GOOD             NGS
 EF0595  HISTORY     - 19980228 GOOD             USPSQD
 EF0595
 EF0595                          STATION DESCRIPTION
 EF0595
 EF0595'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0595'IN CHASE.
 EF0595'AT CHASE, SET IN THE TOP OF THE CONCRETE FOUNDATION OF THE SOUTHWEST
 EF0595'LEG OF A WATER TOWER BETWEEN THE SOUTHERN RAILWAY AND THE NASHVILLE,
 EF0595'CHATTANOOGA AND ST. LOUIS RAILWAY, 51 FEET SOUTH-SOUTHWEST OF THE
 EF0595'SOUTHEAST CORNER OF THE CHASE NURSERY BRICK WAREHOUSE, 51 FEET NORTH
 EF0595'OF THE NORTH RAIL OF THE SOUTHERN RAILWAY, 26 FEET NORTHWEST OF THE
 EF0595'SOUTHWEST CORNER OF A WOODEN BUILDING AND SET IN A DRILL HOLE. (NOTE--
 EF0595'UNABLE TO MEASURE TO N.C. AND ST. L. RY. BECAUSE OF BUILDING).
 EF0595
 EF0595                          STATION RECOVERY (1982)
 EF0595
 EF0595'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0595'RECOVERED IN GOOD CONDITION.
 EF0595
 EF0595                          STATION RECOVERY (1998)
 EF0595
 EF0595'RECOVERY NOTE BY US POWER SQUADRON 1998
 EF0595'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0658 ***********************************************************************
 EF0658  DESIGNATION -  G 313
 EF0658  PID         -  EF0658
 EF0658  STATE/COUNTY-  AL/LIMESTONE
 EF0658  USGS QUAD   -  GREENBRIER (1992)
 EF0658
 EF0658                         *CURRENT SURVEY CONTROL
 EF0658  ___________________________________________________________________
 EF0658* NAD 83(1986)-  34 39 55.     (N)    086 50 36.     (W)     SCALED    
 EF0658* NAVD 88     -       187.634  (meters)     615.60   (feet)  POSTED    
 EF0658  ___________________________________________________________________
 EF0658  GEOID HEIGHT-         -27.90  (meters)                     GEOID03
 EF0658  DYNAMIC HT  -         187.450 (meters)     614.99  (feet)  COMP
 EF0658  MODELED GRAV-     979,656.0   (mgal)                       NAVD 88
 EF0658
 EF0658  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 EF0658
 EF0658.The horizontal coordinates were scaled from a topographic map and have
 EF0658.an estimated accuracy of +/- 6 seconds.
 EF0658
 EF0658.The orthometric height was determined by differential leveling
 EF0658.and adjusted by the National Geodetic Survey in 1992..
 EF0658.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 EF0658.rate of 0.0 thru 1.0 mm/km.
 EF0658
 EF0658.The geoid height was determined by GEOID03.
 EF0658
 EF0658.The dynamic height is computed by dividing the NAVD 88
 EF0658.geopotential number by the normal gravity value computed on the
 EF0658.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0658.degrees latitude (g = 980.6199 gals.).
 EF0658
 EF0658.The modeled gravity was interpolated from observed gravity values.
 EF0658
 EF0658;                    North         East    Units  Estimated Accuracy
 EF0658;SPC AL W     -   517,510.      660,190.      MT  (+/- 180 meters Scaled)
 EF0658
 EF0658                          SUPERSEDED SURVEY CONTROL
 EF0658
 EF0658  NGVD 29 (??/??/92)  187.606  (m)          615.50   (f) ADJ UNCH    1 2
 EF0658
 EF0658.Superseded values are not recommended for survey control.
 EF0658.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0658.See file dsdata.txt to determine how the superseded data were derived.
 EF0658
 EF0658_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED143359(NAD 83)
 EF0658_MARKER: DB = BENCH MARK DISK
 EF0658_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0658_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0658_STAMPING: G 313 1949
 EF0658_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0658+STABILITY: SURFACE MOTION
 EF0658
 EF0658  HISTORY     - Date     Condition        Report By
 EF0658  HISTORY     - 1949     MONUMENTED       CGS
 EF0658  HISTORY     - 1965     MARK NOT FOUND   NGS
 EF0658  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0658
 EF0658                          STATION DESCRIPTION
 EF0658
 EF0658'DESCRIBED BY NATIONAL GEODETIC SURVEY 1965
 EF0658'IN GREENBRIER.
 EF0658'AT GREENBRIER, LIMESTONE COUNTY, ON THE SOUTHERN RAILWAY, AT THE
 EF0658'CROSSING OF A NORTH-AND-SOUTH ROAD, 70 FEET NORTHEAST ACROSS THE ROAD
 EF0658'FROM THE EAST CORNER OF THE WAITING ROOM OF THE STATION, 55 FEET
 EF0658'NORTH-NORTHEAST OF THE CENTER OF THE ROAD CROSSING, 36 FEET EAST OF
 EF0658'THE CENTERLINE OF THE ROAD, 23.5 FEET NORTHWEST OF THE NORTHWEST RAIL,
 EF0658'66 FEET WEST OF BLOCK SIGNAL 354.3A, 18 FEET NORTHEAST OF A FENCE
 EF0658'CORNER, 1 FOOT SOUTHEAST OF THE RIGHT-OF-WAY FENCE LINE, 2 FEET
 EF0658'SOUTHWEST OF A WHITE WOODEN WITNESS POST, AND ABOUT 2 FEET ABOVE THE
 EF0658'LEVEL OF THE TRACK.  A STANDARD DISK, STAMPED G 313 1949 AND SET IN
 EF0658'THE TOP OF A CONCRETE POST PROJECTING 2 INCHES ABOVE GROUND.  NOTE--
 EF0658'THE RIGHT-OF-WAY FENCE HAS BEEN REMOVED AND THERE IS A GRAVEL DRIVE IN
 EF0658'THE AREA DESCRIBED.  ALSO, THE STATION IS NO LONGER THERE.
 EF0658
 EF0658                          STATION RECOVERY (1982)
 EF0658
 EF0658'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0658'SEARCHED FOR, BUT NOT RECOVERED, MAY HAVE BEEN DESTROYED BY
 EF0658'CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0627 ***********************************************************************
 EF0627  DESIGNATION -  G 314
 EF0627  PID         -  EF0627
 EF0627  STATE/COUNTY-  AL/MADISON
 EF0627  USGS QUAD   -  HUNTSVILLE (1991)
 EF0627
 EF0627                         *CURRENT SURVEY CONTROL
 EF0627  ___________________________________________________________________
 EF0627* NAD 83(1986)-  34 40 57.     (N)    086 35 21.     (W)     SCALED    
 EF0627* NAVD 88     -       188.679  (meters)     619.02   (feet)  ADJUSTED  
 EF0627  ___________________________________________________________________
 EF0627  GEOID HEIGHT-         -28.68  (meters)                     GEOID03
 EF0627  DYNAMIC HT  -         188.488 (meters)     618.40  (feet)  COMP
 EF0627  MODELED GRAV-     979,616.4   (mgal)                       NAVD 88
 EF0627
 EF0627  VERT ORDER  -  FIRST     CLASS II
 EF0627
 EF0627.The horizontal coordinates were scaled from a topographic map and have
 EF0627.an estimated accuracy of +/- 6 seconds.
 EF0627
 EF0627.The orthometric height was determined by differential leveling
 EF0627.and adjusted by the National Geodetic Survey in June 1991..
 EF0627
 EF0627.The geoid height was determined by GEOID03.
 EF0627
 EF0627.The dynamic height is computed by dividing the NAVD 88
 EF0627.geopotential number by the normal gravity value computed on the
 EF0627.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0627.degrees latitude (g = 980.6199 gals.).
 EF0627
 EF0627.The modeled gravity was interpolated from observed gravity values.
 EF0627
 EF0627;                    North         East    Units  Estimated Accuracy
 EF0627;SPC AL E     -   464,070.      130,740.      MT  (+/- 180 meters Scaled)
 EF0627
 EF0627                          SUPERSEDED SURVEY CONTROL
 EF0627
 EF0627  NGVD 29 (??/??/92)  188.626  (m)          618.85   (f) ADJ UNCH    1 2
 EF0627
 EF0627.Superseded values are not recommended for survey control.
 EF0627.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0627.See file dsdata.txt to determine how the superseded data were derived.
 EF0627
 EF0627_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED376379(NAD 83)
 EF0627_MARKER: DB = BENCH MARK DISK
 EF0627_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0627_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0627_STAMPING: G 314 1949
 EF0627_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0627+STABILITY: SURFACE MOTION
 EF0627
 EF0627  HISTORY     - Date     Condition        Report By
 EF0627  HISTORY     - 1949     MONUMENTED       CGS
 EF0627  HISTORY     - 1962     GOOD             NGS
 EF0627  HISTORY     - 19980228 GOOD             USPSQD
 EF0627
 EF0627                          STATION DESCRIPTION
 EF0627
 EF0627'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0627'3.8 MI S FROM HUNTSVILLE.
 EF0627'ABOUT 2.8 MILES SOUTHEAST ALONG THE NASHVILLE, CHATTANOOGA AND ST.
 EF0627'LOUIS RAILWAY FROM THE STATION AT HUNTSVILLE, THENCE ABOUT 0.2 MILE
 EF0627'WEST ALONG A GRAVEL ROAD TO HUNTSVILLE MUNICIPAL AIRPORT, THENCE ABOUT
 EF0627'0.8 MILE SOUTH ALONG THE NORTH-SOUTH RUNWAY, AT THE SOUTH END OF THE
 EF0627'RUNWAY, 53 YARDS SOUTH OF THE SOUTH END OF THE NORTH-SOUTH RUNWAY AND
 EF0627'IN LINE WITH THE EAST EDGE OF THE RUNWAY, 1 FOOT NORTH OF THE AIRPORT
 EF0627'FENCE LINE, 209 FEET WEST OF A FENCE CORNER, 158 FEET SOUTH OF THE
 EF0627'SOUTHEAST CORNER OF THE NORTH-SOUTH RUNWAY, 2 FEET EAST OF A WHITE
 EF0627'WOODEN WITNESS POST, ABOUT LEVEL WITH THE RUNWAY AND SET IN THE TOP OF
 EF0627'A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK IS ON SOUTH
 EF0627'PROLONGATION OF THE EAST EDGE OF THE RUNWAY.
 EF0627
 EF0627                          STATION RECOVERY (1962)
 EF0627
 EF0627'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1962
 EF0627'RECOVERED IN GOOD CONDITION.
 EF0627
 EF0627                          STATION RECOVERY (1998)
 EF0627
 EF0627'RECOVERY NOTE BY US POWER SQUADRON 1998
 EF0627'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0117 ***********************************************************************
 EF0117  DESIGNATION -  G 315
 EF0117  PID         -  EF0117
 EF0117  STATE/COUNTY-  AL/MADISON
 EF0117  USGS QUAD   -  MAYSVILLE (1982)
 EF0117
 EF0117                         *CURRENT SURVEY CONTROL
 EF0117  ___________________________________________________________________
 EF0117* NAD 83(1986)-  34 46 30.     (N)    086 29 29.     (W)     SCALED    
 EF0117* NAVD 88     -       211.524  (meters)     693.98   (feet)  ADJUSTED  
 EF0117  ___________________________________________________________________
 EF0117  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 EF0117  DYNAMIC HT  -         211.311 (meters)     693.28  (feet)  COMP
 EF0117  MODELED GRAV-     979,623.9   (mgal)                       NAVD 88
 EF0117
 EF0117  VERT ORDER  -  FIRST     CLASS II
 EF0117
 EF0117.The horizontal coordinates were scaled from a topographic map and have
 EF0117.an estimated accuracy of +/- 6 seconds.
 EF0117
 EF0117.The orthometric height was determined by differential leveling
 EF0117.and adjusted by the National Geodetic Survey in June 1991..
 EF0117
 EF0117.The geoid height was determined by GEOID03.
 EF0117
 EF0117.The dynamic height is computed by dividing the NAVD 88
 EF0117.geopotential number by the normal gravity value computed on the
 EF0117.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0117.degrees latitude (g = 980.6199 gals.).
 EF0117
 EF0117.The modeled gravity was interpolated from observed gravity values.
 EF0117
 EF0117;                    North         East    Units  Estimated Accuracy
 EF0117;SPC AL E     -   474,270.      139,770.      MT  (+/- 180 meters Scaled)
 EF0117
 EF0117                          SUPERSEDED SURVEY CONTROL
 EF0117
 EF0117  NGVD 29 (??/??/92)  211.476  (m)          693.82   (f) ADJ UNCH    1 2
 EF0117
 EF0117.Superseded values are not recommended for survey control.
 EF0117.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EF0117.See file dsdata.txt to determine how the superseded data were derived.
 EF0117
 EF0117_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED465482(NAD 83)
 EF0117_MARKER: DB = BENCH MARK DISK
 EF0117_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0117_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0117_STAMPING: G 315 1949
 EF0117_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0117+STABILITY: SURFACE MOTION
 EF0117
 EF0117  HISTORY     - Date     Condition        Report By
 EF0117  HISTORY     - 1949     MONUMENTED       CGS
 EF0117  HISTORY     - 1982     MARK NOT FOUND   NGS
 EF0117
 EF0117                          STATION DESCRIPTION
 EF0117
 EF0117'DESCRIBED BY COAST AND GEODETIC SURVEY 1949
 EF0117'3.25 MI SE FROM CHASE.
 EF0117'ABOUT 3.25 MILES SOUTHEAST ALONG THE SOUTHERN RAILWAY FROM THE STATION
 EF0117'AT CHASE, ABOUT 0.8 MILE NORTHWEST OF THE STATION AT RYLAND, ABOUT
 EF0117'3.45 MILES NORTHWEST OF THE STATION AT BROWNSBORO, ABOUT 0.25 MILE
 EF0117'WEST OF A ROAD CROSSING, 73 FEET SOUTHWEST AND ACROSS THE TRACK FROM
 EF0117'MILE POST 331, 55 1/2 FEET WEST OF TELEPHONE POLE NO. 1, 25 1/2 FEET
 EF0117'SOUTH OF THE SOUTH RAIL, 25.5 FEET SOUTHEAST OF THE SOUTH END OF A
 EF0117'24-INCH PIPE CULVERT UNDER TRACK, 1 1/2 FEET NORTHEAST OF A WHITE
 EF0117'WOODEN WITNESS POST, 1 1/2 FEET BELOW THE TRACK AND SET IN THE TOP OF
 EF0117'A CONCRETE POST PROJECTING 3 INCHES.
 EF0117
 EF0117                          STATION RECOVERY (1982)
 EF0117
 EF0117'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 EF0117'NOT RECOVERED, NOT SEARCHED FOR AT THIS TIME, TOO FAR OFF LINE TO
 EF0117'LEVEL TO.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EF0080 ***********************************************************************
 EF0080  DESIGNATION -  G 316
 EF0080  PID         -  EF0080
 EF0080  STATE/COUNTY-  AL/JACKSON
 EF0080  USGS QUAD   -  LIM ROCK (1973)
 EF0080
 EF0080                         *CURRENT SURVEY CONTROL
 EF0080  ___________________________________________________________________
 EF0080* NAD 83(1986)-  34 40 23.     (N)    086 12 01.     (W)     SCALED    
 EF0080* NAVD 88     -       189.059  (meters)     620.27   (feet)  ADJUSTED  
 EF0080  ___________________________________________________________________
 EF0080  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EF0080  DYNAMIC HT  -         188.868 (meters)     619.64  (feet)  COMP
 EF0080  MODELED GRAV-     979,621.3   (mgal)                       NAVD 88
 EF0080
 EF0080  VERT ORDER  -  FIRST     CLASS II
 EF0080
 EF0080.The horizontal coordinates were scaled from a topographic map and have
 EF0080.an estimated accuracy of +/- 6 seconds.
 EF0080
 EF0080.The orthometric height was determined by differential leveling
 EF0080.and adjusted by the National Geodetic Survey in June 1991..
 EF0080
 EF0080.The geoid height was determined by GEOID03.
 EF0080
 EF0080.The dynamic height is computed by dividing the NAVD 88
 EF0080.geopotential number by the normal gravity value computed on the
 EF0080.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EF0080.degrees latitude (g = 980.6199 gals.).
 EF0080
 EF0080.The modeled gravity was interpolated from observed gravity values.
 EF0080
 EF0080;                    North         East    Units  Estimated Accuracy
 EF0080;SPC AL E     -   462,820.      166,370.      MT  (+/- 180 meters Scaled)
 EF0080
 EF0080                          SUPERSEDED SURVEY CONTROL
 EF0080
 EF0080.No superseded survey control is available for this station.
 EF0080
 EF0080_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SED732370(NAD 83)
 EF0080_MARKER: DB = BENCH MARK DISK
 EF0080_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EF0080_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EF0080_STAMPING: G 316 1949
 EF0080_MARK LOGO: CGS   
 EF0080_PROJECTION: RECESSED 3 CENTIMETERS
 EF0080_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EF0080+STABILITY: SURFACE MOTION
 EF0080
 EF0080  HISTORY     - Date     Condition        Report By
 EF0080  HISTORY     - 1949     MONUMENTED       CGS
 EF0080  HISTORY     - 1963     GOOD             NGS
 EF0080  HISTORY     - 1983     GOOD             NGS
 EF0080
 EF0080                          STATION DESCRIPTION
 EF0080
 EF0080'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EF0080'0.7 MI W FROM LIM ROCK.
 EF0080'ABOUT 0.7 MILE W ALONG NO. 72 U. S. HIGHWAY OR THE SOUTHERN RAILWAY
 EF0080'FROM THE COUNTY ROAD CROSSING AT LIM ROCK, ABOUT 580 FEET E OF NO. 308
 EF0080'RAILROAD MILEPOST, ABOUT 334 FEET WNW OF NO. 307.9-A RAILROAD
 EF0080'SEMAPHORE SIGNAL OR TRAFFIC LIGHT, 45-1/2 FEET N OF N RAIL, 3.5 FEET
 EF0080'LOWER THAN TOP OF SAME, 18 FEET E OF CENTER LINE OF PRIVATE ROAD
 EF0080'CROSSING THE RAILROAD, 2.5 FEET S OF BOTH A FENCE AND A STEEL WITNESS
 EF0080'POST, AND FLUSH WITH THE GROUND.
 EF0080
 EF0080                          STATION RECOVERY (1983)
 EF0080
 EF0080'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EF0080'RECOVERED IN GOOD CONDITION.  NEW DESCRIPTION FOLLOWS.
 EF0080'8.8 KM (5.45 MI) NORTHEAST ALONG STATE HIGHWAY 35 FROM THE POST OFFICE
 EF0080'IN WOODVILLE, AT A FIELD ROAD CROSSING THE RAILROAD TRACKS, ALSO
 EF0080'1.1 KM (0.7 MI) WEST OF THE FLAG STATION AT LIM ROCK, AND 0.2 KM
 EF0080'(0.1 MI) EAST OF RAILROAD MILEPOST 308, 33.22 METERS (109.0 FT)
 EF0080'WEST-NORTHWEST OF A SEMAPHORE, 15.85 METERS (52.0 FT) NORTH-NORTHEAST
 EF0080'OF THE CROSSING, 13.72 METERS (45.0 FT) NORTH OF THE NORTH RAIL OF THE
 EF0080'TRACKS, AND 5.49 METERS (18.0 FT) EAST OF THE FIELD ROAD.
 EF0080'THE MARK IS 0.5 METERS  E FROM A WITNESS POST.
 EF0080'THE MARK IS 0.9 M BELOW RAILROAD TRACKS.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0874 ***********************************************************************
 EE0874  DESIGNATION -  G 317
 EE0874  PID         -  EE0874
 EE0874  STATE/COUNTY-  AL/JACKSON
 EE0874  USGS QUAD   -  WANNVILLE (1970)
 EE0874
 EE0874                         *CURRENT SURVEY CONTROL
 EE0874  ___________________________________________________________________
 EE0874* NAD 83(1986)-  34 48 10.     (N)    085 54 05.     (W)     SCALED    
 EE0874* NAVD 88     -       185.207  (meters)     607.63   (feet)  ADJUSTED  
 EE0874  ___________________________________________________________________
 EE0874  GEOID HEIGHT-         -28.84  (meters)                     GEOID03
 EE0874  DYNAMIC HT  -         185.026 (meters)     607.04  (feet)  COMP
 EE0874  MODELED GRAV-     979,653.8   (mgal)                       NAVD 88
 EE0874
 EE0874  VERT ORDER  -  FIRST     CLASS II
 EE0874
 EE0874.The horizontal coordinates were scaled from a topographic map and have
 EE0874.an estimated accuracy of +/- 6 seconds.
 EE0874
 EE0874.The orthometric height was determined by differential leveling
 EE0874.and adjusted by the National Geodetic Survey in June 1991..
 EE0874
 EE0874.The geoid height was determined by GEOID03.
 EE0874
 EE0874.The dynamic height is computed by dividing the NAVD 88
 EE0874.geopotential number by the normal gravity value computed on the
 EE0874.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0874.degrees latitude (g = 980.6199 gals.).
 EE0874
 EE0874.The modeled gravity was interpolated from observed gravity values.
 EE0874
 EE0874;                    North         East    Units  Estimated Accuracy
 EE0874;SPC AL E     -   477,160.      193,770.      MT  (+/- 180 meters Scaled)
 EE0874
 EE0874                          SUPERSEDED SURVEY CONTROL
 EE0874
 EE0874  NGVD 29 (??/??/92)  185.190  (m)          607.58   (f) ADJ UNCH    1 2
 EE0874
 EE0874.Superseded values are not recommended for survey control.
 EE0874.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0874.See file dsdata.txt to determine how the superseded data were derived.
 EE0874
 EE0874_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD004517(NAD 83)
 EE0874_MARKER: DB = BENCH MARK DISK
 EE0874_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 EE0874_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 EE0874_STAMPING: G 317 1950
 EE0874_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 EE0874+STABILITY: SURFACE MOTION
 EE0874
 EE0874  HISTORY     - Date     Condition        Report By
 EE0874  HISTORY     - 1950     MONUMENTED       CGS
 EE0874  HISTORY     - 1963     GOOD             NGS
 EE0874  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0874
 EE0874                          STATION DESCRIPTION
 EE0874
 EE0874'DESCRIBED BY NATIONAL GEODETIC SURVEY 1963
 EE0874'1 MI NE FROM FACKLER.
 EE0874'ABOUT 1.0 MILES NE ALONG SOUTHERN RAILWAY FROM THE STATION IN
 EE0874'FACKLER, ABOUT 52 YARDS ENE OF STATION 1 MILE RAILROAD SIGN, ABOUT
 EE0874'43 YARDS SW OF CENTER LINE OF 12-FOOT COUNTY-ROAD CONCRETE BRIDGE,
 EE0874'49 FEET SE OF SE RAIL, 5.0 FEET LOWER THAN TOP OF SAME, 39 FEET
 EE0874'NW OF CENTER LINE OF 18-FOOT ASPHALT ROAD PAVEMENT, 0.3 FOOT LOWER
 EE0874'THAN SAME, 14 FEET NE OF CENTER LINE OF TRACE OF OLD WOODS ROAD,
 EE0874'16 FEET NW OF CENTER OF NO. 2920 CREOSOTED TELEPHONE POLE, 1.0
 EE0874'FEET SE OF FENCE, 1.8 FEET NE OF STEEL WITNESS POST, AND PROJECTING
 EE0874'0.2 FOOT ABOVE GROUND.
 EE0874
 EE0874                          STATION RECOVERY (1983)
 EE0874
 EE0874'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0874'NOT RECOVERED, PROBABLY DESTROYED BY RAILROAD CONSTRUCTION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE0893 ***********************************************************************
 EE0893  DESIGNATION -  G 318
 EE0893  PID         -  EE0893
 EE0893  STATE/COUNTY-  AL/JACKSON
 EE0893  USGS QUAD   -  DORAN COVE (1988)
 EE0893
 EE0893                         *CURRENT SURVEY CONTROL
 EE0893  ___________________________________________________________________
 EE0893* NAD 83(1986)-  34 52 49.     (N)    085 51 57.     (W)     SCALED    
 EE0893* NAVD 88     -       182.740  (meters)     599.54   (feet)  ADJUSTED  
 EE0893  ___________________________________________________________________
 EE0893  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 EE0893  DYNAMIC HT  -         182.562 (meters)     598.96  (feet)  COMP
 EE0893  MODELED GRAV-     979,656.1   (mgal)                       NAVD 88
 EE0893
 EE0893  VERT ORDER  -  FIRST     CLASS II
 EE0893
 EE0893.The horizontal coordinates were scaled from a topographic map and have
 EE0893.an estimated accuracy of +/- 6 seconds.
 EE0893
 EE0893.The orthometric height was determined by differential leveling
 EE0893.and adjusted by the National Geodetic Survey in June 1991..
 EE0893
 EE0893.The geoid height was determined by GEOID03.
 EE0893
 EE0893.The dynamic height is computed by dividing the NAVD 88
 EE0893.geopotential number by the normal gravity value computed on the
 EE0893.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE0893.degrees latitude (g = 980.6199 gals.).
 EE0893
 EE0893.The modeled gravity was interpolated from observed gravity values.
 EE0893
 EE0893;                    North         East    Units  Estimated Accuracy
 EE0893;SPC AL E     -   485,750.      197,030.      MT  (+/- 180 meters Scaled)
 EE0893
 EE0893                          SUPERSEDED SURVEY CONTROL
 EE0893
 EE0893  NGVD 29 (??/??/92)  182.724  (m)          599.49   (f) ADJ UNCH    1 2
 EE0893
 EE0893.Superseded values are not recommended for survey control.
 EE0893.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE0893.See file dsdata.txt to determine how the superseded data were derived.
 EE0893
 EE0893_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFD036603(NAD 83)
 EE0893_MARKER: DB = BENCH MARK DISK
 EE0893_SETTING: 30 = SET IN A LIGHT STRUCTURE
 EE0893_SP_SET: CULVERT
 EE0893_STAMPING: G 318 1950
 EE0893_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 EE0893
 EE0893  HISTORY     - Date     Condition        Report By
 EE0893  HISTORY     - 1950     MONUMENTED       CGS
 EE0893  HISTORY     - 1964     GOOD             NGS
 EE0893  HISTORY     - 1983     MARK NOT FOUND   NGS
 EE0893
 EE0893                          STATION DESCRIPTION
 EE0893
 EE0893'DESCRIBED BY NATIONAL GEODETIC SURVEY 1964
 EE0893'1.9 MI NW FROM STEVENSON.
 EE0893'ABOUT 1.9 MILES NW ALONG LOUISVILLE AND NASHVILLE RAILROAD FROM
 EE0893'THE STATION IN STEVENSON, ABOUT 2000 FEET NW OF NW END OF ESTIMATED
 EE0893'50-YARD R.R. TRESTLE OVER CREEK ON R.R. CURVE, ABOUT 35 YARDS SE
 EE0893'OF INTERSECTION OF CENTERLINES OF R.R. AND OLD CREEKBED SLOUGH
 EE0893'FROM THE WEST, ABOUT 35 FEET NE OF NE RAIL, ABOUT 15 FEET LOWER
 EE0893'THAN SAME, 39 FEET N OF CREOSOTED NO. 110/26 TELEPHONE POLE,
 EE0893'1.3 FEET NW OF SE END OF NE HEADWALL OF A 10-FOOT CULVERT, AND
 EE0893'0.8 FOOT SW OF THE NE FACE OF SAME.
 EE0893
 EE0893                          STATION RECOVERY (1983)
 EE0893
 EE0893'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1983
 EE0893'NOT RECOVERED.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0023 ***********************************************************************
 CN0023  DESIGNATION -  G 32
 CN0023  PID         -  CN0023
 CN0023  STATE/COUNTY-  AL/COOSA
 CN0023  USGS QUAD   -  EQUALITY (1971)
 CN0023
 CN0023                         *CURRENT SURVEY CONTROL
 CN0023  ___________________________________________________________________
 CN0023* NAD 83(1986)-  32 51 56.     (N)    086 05 34.     (W)     SCALED    
 CN0023* NAVD 88     -       221.730  (meters)     727.46   (feet)  ADJUSTED  
 CN0023  ___________________________________________________________________
 CN0023  GEOID HEIGHT-         -29.07  (meters)                     GEOID03
 CN0023  DYNAMIC HT  -         221.471 (meters)     726.61  (feet)  COMP
 CN0023  MODELED GRAV-     979,465.2   (mgal)                       NAVD 88
 CN0023
 CN0023  VERT ORDER  -  SECOND    CLASS 0
 CN0023
 CN0023.The horizontal coordinates were scaled from a topographic map and have
 CN0023.an estimated accuracy of +/- 6 seconds.
 CN0023
 CN0023.The orthometric height was determined by differential leveling
 CN0023.and adjusted by the National Geodetic Survey in June 1991..
 CN0023
 CN0023.The geoid height was determined by GEOID03.
 CN0023
 CN0023.The dynamic height is computed by dividing the NAVD 88
 CN0023.geopotential number by the normal gravity value computed on the
 CN0023.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN0023.degrees latitude (g = 980.6199 gals.).
 CN0023
 CN0023.The modeled gravity was interpolated from observed gravity values.
 CN0023
 CN0023;                    North         East    Units  Estimated Accuracy
 CN0023;SPC AL E     -   262,320.      175,720.      MT  (+/- 180 meters Scaled)
 CN0023
 CN0023                          SUPERSEDED SURVEY CONTROL
 CN0023
 CN0023  NGVD 29 (??/??/92)  221.709  (m)          727.39   (f) ADJ UNCH    2 0
 CN0023
 CN0023.Superseded values are not recommended for survey control.
 CN0023.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN0023.See file dsdata.txt to determine how the superseded data were derived.
 CN0023
 CN0023_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB848367(NAD 83)
 CN0023_MARKER: DB = BENCH MARK DISK
 CN0023_SETTING: 0 = UNSPECIFIED SETTING
 CN0023_STAMPING: G 32 1934
 CN0023_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN0023
 CN0023  HISTORY     - Date     Condition        Report By
 CN0023  HISTORY     - 1934     MONUMENTED       CGS
 CN0023  HISTORY     - 1943     MARK NOT FOUND   NGS
 CN0023
 CN0023                          STATION DESCRIPTION
 CN0023
 CN0023'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 CN0023'4.0 MI E FROM HISSOP.
 CN0023'ALONG STATE HIGHWAY NO. 22, AT THE NORTH INTERSECTION OF STATE
 CN0023'HIGHWAYS NO. 22 AND NO. 9.  8 FEET SOUTH OF HIGHWAY CONCRETE RIGHT OF
 CN0023'WAY MARKER NO. 430 PLUS 95.8.  32 FEET WEST OF CENTER LINE OF HIGHWAY
 CN0023'NO. 9.  2 FEET WEST OF RIGHT OF WAY FENCE.
 CN0023
 CN0023                          STATION RECOVERY (1943)
 CN0023
 CN0023'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1943
 CN0023'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1445 ***********************************************************************
 CN1445  DESIGNATION -  G 321
 CN1445  PID         -  CN1445
 CN1445  STATE/COUNTY-  AL/CHILTON
 CN1445  USGS QUAD   -  PLETCHER (1982)
 CN1445
 CN1445                         *CURRENT SURVEY CONTROL
 CN1445  ___________________________________________________________________
 CN1445* NAD 83(1986)-  32 41 37.     (N)    086 50 06.     (W)     SCALED    
 CN1445* NAVD 88     -       164.688  (meters)     540.31   (feet)  ADJUSTED  
 CN1445  ___________________________________________________________________
 CN1445  GEOID HEIGHT-         -28.62  (meters)                     GEOID03
 CN1445  DYNAMIC HT  -         164.499 (meters)     539.69  (feet)  COMP
 CN1445  MODELED GRAV-     979,488.2   (mgal)                       NAVD 88
 CN1445
 CN1445  VERT ORDER  -  SECOND    CLASS 0
 CN1445
 CN1445.The horizontal coordinates were scaled from a topographic map and have
 CN1445.an estimated accuracy of +/- 6 seconds.
 CN1445
 CN1445.The orthometric height was determined by differential leveling
 CN1445.and adjusted by the National Geodetic Survey in June 1991..
 CN1445
 CN1445.The geoid height was determined by GEOID03.
 CN1445
 CN1445.The dynamic height is computed by dividing the NAVD 88
 CN1445.geopotential number by the normal gravity value computed on the
 CN1445.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1445.degrees latitude (g = 980.6199 gals.).
 CN1445
 CN1445.The modeled gravity was interpolated from observed gravity values.
 CN1445
 CN1445;                    North         East    Units  Estimated Accuracy
 CN1445;SPC AL W     -   298,830.      662,360.      MT  (+/- 180 meters Scaled)
 CN1445
 CN1445                          SUPERSEDED SURVEY CONTROL
 CN1445
 CN1445  NGVD 29 (??/??/92)  164.661  (m)          540.23   (f) ADJ UNCH    2 0
 CN1445
 CN1445.Superseded values are not recommended for survey control.
 CN1445.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1445.See file dsdata.txt to determine how the superseded data were derived.
 CN1445
 CN1445_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB154173(NAD 83)
 CN1445_MARKER: DB = BENCH MARK DISK
 CN1445_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1445_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1445_STAMPING: G 321 1950
 CN1445_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1445+STABILITY: SURFACE MOTION
 CN1445
 CN1445  HISTORY     - Date     Condition        Report By
 CN1445  HISTORY     - 1950     MONUMENTED       CGS
 CN1445
 CN1445                          STATION DESCRIPTION
 CN1445
 CN1445'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1445'4.2 MI S FROM ADAMS.
 CN1445'ABOUT 0.6 MILE SOUTHWEST ALONG A GRAVEL ROAD FROM THE CROSSING OF THE
 CN1445'MOBILE AND OHIO RAILROAD AT ADAMS, THENCE 2.0 MILES SOUTHEAST ALONG
 CN1445'U.S. HIGHWAY 82, THENCE 1.6 MILES SOUTHWEST ALONG A GRAVEL ROAD
 CN1445'LEADING TO ALPINE CHURCH, 0.85 MILE NORTHEAST OF THE CHURCH, 0.55 MILE
 CN1445'SOUTHEAST OF THE TOP OF A HILL AND THE JUNCTION WITH A ROAD LEADING
 CN1445'WEST, AT THE JUNCTION OF A ROAD LEADING EAST, 80 FEET NORTH OF THE
 CN1445'CENTER LINE OF THE ROAD EAST, 35 FEET EAST OF THE CENTER LINE OF THE
 CN1445'MAIN ROAD, 74 FEET SOUTH OF A POWER LINE POLE WITH BRANCH LINE LEADING
 CN1445'EAST, 7 FEET NORTH OF AN 8-INCH PINE TREE, ABOUT 2 FEET ABOVE THE ROAD
 CN1445'AND IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2020 ***********************************************************************
 CN2020  DESIGNATION -  G 322
 CN2020  PID         -  CN2020
 CN2020  STATE/COUNTY-  AL/WILCOX
 CN2020  USGS QUAD   -  CAMDEN NORTH (1974)
 CN2020
 CN2020                         *CURRENT SURVEY CONTROL
 CN2020  ___________________________________________________________________
 CN2020* NAD 83(1986)-  32 07 14.     (N)    087 18 16.     (W)     SCALED    
 CN2020* NAVD 88     -        56.365  (meters)     184.92   (feet)  ADJUSTED  
 CN2020  ___________________________________________________________________
 CN2020  GEOID HEIGHT-         -27.74  (meters)                     GEOID03
 CN2020  DYNAMIC HT  -          56.301 (meters)     184.71  (feet)  COMP
 CN2020  MODELED GRAV-     979,493.3   (mgal)                       NAVD 88
 CN2020
 CN2020  VERT ORDER  -  SECOND    CLASS 0
 CN2020
 CN2020.The horizontal coordinates were scaled from a topographic map and have
 CN2020.an estimated accuracy of +/- 6 seconds.
 CN2020
 CN2020.The orthometric height was determined by differential leveling
 CN2020.and adjusted by the National Geodetic Survey in June 1991..
 CN2020
 CN2020.The geoid height was determined by GEOID03.
 CN2020
 CN2020.The dynamic height is computed by dividing the NAVD 88
 CN2020.geopotential number by the normal gravity value computed on the
 CN2020.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2020.degrees latitude (g = 980.6199 gals.).
 CN2020
 CN2020.The modeled gravity was interpolated from observed gravity values.
 CN2020
 CN2020;                    North         East    Units  Estimated Accuracy
 CN2020;SPC AL W     -   235,110.      618,450.      MT  (+/- 180 meters Scaled)
 CN2020
 CN2020                          SUPERSEDED SURVEY CONTROL
 CN2020
 CN2020  NGVD 29 (??/??/92)   56.321  (m)          184.78   (f) ADJ UNCH    2 0
 CN2020
 CN2020.Superseded values are not recommended for survey control.
 CN2020.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2020.See file dsdata.txt to determine how the superseded data were derived.
 CN2020
 CN2020_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA712538(NAD 83)
 CN2020_MARKER: DB = BENCH MARK DISK
 CN2020_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2020_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2020_STAMPING: G 322 1950
 CN2020_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2020+STABILITY: SURFACE MOTION
 CN2020
 CN2020  HISTORY     - Date     Condition        Report By
 CN2020  HISTORY     - 1950     MONUMENTED       CGS
 CN2020
 CN2020                          STATION DESCRIPTION
 CN2020
 CN2020'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2020'11.75 MI SE FROM ALBERTA.
 CN2020'ABOUT 11.75 MILES SOUTHEAST ALONG A COUNTRY ROAD LEADING TO ELLIS
 CN2020'FERRY FROM THE SOUTHERN RAILWAY STATION IN ALBERTA, 27 FEET EAST OF
 CN2020'THE SOUTHEAST CORNER OF OAK GROVE SCHOOL BUILDING, 28 YARDS NORTH OF
 CN2020'THE TOP OF A GRADE, 103 FEET NORTH-NORTHWEST AND ACROSS THE MAIN ROAD
 CN2020'FROM THE CENTER OF A GATE ACROSS A ROAD LEADING EAST, 44 FEET
 CN2020'NORTHWEST OF THE CENTER LINE OF THE ROAD, 93 FEET EAST OF A LONE
 CN2020'12-INCH CEDAR, 75 FEET NORTH-NORTHEAST OF A 20-INCH PINE, ABOUT LEVEL
 CN2020'WITH THE TOP OF THE GRADE AND IN THE TOP OF A CONCRETE POST PROJECTING
 CN2020'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2009 ***********************************************************************
 CN2009  DESIGNATION -  G 323
 CN2009  PID         -  CN2009
 CN2009  STATE/COUNTY-  AL/WILCOX
 CN2009  USGS QUAD   -  CATHERINE (1974)
 CN2009
 CN2009                         *CURRENT SURVEY CONTROL
 CN2009  ___________________________________________________________________
 CN2009* NAD 83(1986)-  32 12 21.     (N)    087 23 18.     (W)     SCALED    
 CN2009* NAVD 88     -        86.784  (meters)     284.72   (feet)  ADJUSTED  
 CN2009  ___________________________________________________________________
 CN2009  GEOID HEIGHT-         -28.08  (meters)                     GEOID03
 CN2009  DYNAMIC HT  -          86.683 (meters)     284.39  (feet)  COMP
 CN2009  MODELED GRAV-     979,475.2   (mgal)                       NAVD 88
 CN2009
 CN2009  VERT ORDER  -  SECOND    CLASS 0
 CN2009
 CN2009.The horizontal coordinates were scaled from a topographic map and have
 CN2009.an estimated accuracy of +/- 6 seconds.
 CN2009
 CN2009.The orthometric height was determined by differential leveling
 CN2009.and adjusted by the National Geodetic Survey in June 1991..
 CN2009
 CN2009.The geoid height was determined by GEOID03.
 CN2009
 CN2009.The dynamic height is computed by dividing the NAVD 88
 CN2009.geopotential number by the normal gravity value computed on the
 CN2009.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2009.degrees latitude (g = 980.6199 gals.).
 CN2009
 CN2009.The modeled gravity was interpolated from observed gravity values.
 CN2009
 CN2009;                    North         East    Units  Estimated Accuracy
 CN2009;SPC AL W     -   244,550.      610,530.      MT  (+/- 180 meters Scaled)
 CN2009
 CN2009                          SUPERSEDED SURVEY CONTROL
 CN2009
 CN2009  NGVD 29 (??/??/92)   86.725  (m)          284.53   (f) ADJ UNCH    2 0
 CN2009
 CN2009.Superseded values are not recommended for survey control.
 CN2009.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2009.See file dsdata.txt to determine how the superseded data were derived.
 CN2009
 CN2009_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA634633(NAD 83)
 CN2009_MARKER: DB = BENCH MARK DISK
 CN2009_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2009_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2009_STAMPING: G 323 1950
 CN2009_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2009+STABILITY: SURFACE MOTION
 CN2009
 CN2009  HISTORY     - Date     Condition        Report By
 CN2009  HISTORY     - 1950     MONUMENTED       CGS
 CN2009
 CN2009                          STATION DESCRIPTION
 CN2009
 CN2009'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2009'2.6 MI SE FROM ALBERTA.
 CN2009'ABOUT 2.6 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SOUTHERN
 CN2009'RAILWAY STATION AT ALBERTA, ABOUT 0.9 MILE NORTHWEST OF THE CROSSING
 CN2009'OF A POWER TRANSMISSION LINE, AT THE JUNCTION OF A FARM ROAD SOUTH, 53
 CN2009'FEET SOUTHWEST OF THE ROAD, 54 FEET WEST-SOUTHWEST OF THE CENTER OF
 CN2009'THE JUNCTION, 4 FEET SOUTHEAST OF A POWER POLE AND IN LINE WITH THE
 CN2009'ROW OF POLES, 3 1/2 FEET NORTHEAST OF A FENCE LINE 65.3 FEET SOUTHEAST
 CN2009'OF A HIGHWAY R/W MARKER POST, 39 FEET NORTHWEST OF THE CENTER LINE OF
 CN2009'THE FARM ROAD, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN2009'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 CN2009'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1735 ***********************************************************************
 CN1735  DESIGNATION -  G 324
 CN1735  PID         -  CN1735
 CN1735  STATE/COUNTY-  AL/DALLAS
 CN1735  USGS QUAD   -  BUCK CREEK (1987)
 CN1735
 CN1735                         *CURRENT SURVEY CONTROL
 CN1735  ___________________________________________________________________
 CN1735* NAD 83(1986)-  32 39 02.     (N)    087 00 31.     (W)     SCALED    
 CN1735* NAVD 88     -       142.002  (meters)     465.88   (feet)  ADJUSTED  
 CN1735  ___________________________________________________________________
 CN1735  GEOID HEIGHT-         -28.74  (meters)                     GEOID03
 CN1735  DYNAMIC HT  -         141.839 (meters)     465.35  (feet)  COMP
 CN1735  MODELED GRAV-     979,485.6   (mgal)                       NAVD 88
 CN1735
 CN1735  VERT ORDER  -  SECOND    CLASS 0
 CN1735
 CN1735.The horizontal coordinates were scaled from a topographic map and have
 CN1735.an estimated accuracy of +/- 6 seconds.
 CN1735
 CN1735.The orthometric height was determined by differential leveling
 CN1735.and adjusted by the National Geodetic Survey in June 1991..
 CN1735
 CN1735.The geoid height was determined by GEOID03.
 CN1735
 CN1735.The dynamic height is computed by dividing the NAVD 88
 CN1735.geopotential number by the normal gravity value computed on the
 CN1735.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1735.degrees latitude (g = 980.6199 gals.).
 CN1735
 CN1735.The modeled gravity was interpolated from observed gravity values.
 CN1735
 CN1735;                    North         East    Units  Estimated Accuracy
 CN1735;SPC AL W     -   293,970.      646,100.      MT  (+/- 180 meters Scaled)
 CN1735
 CN1735                          SUPERSEDED SURVEY CONTROL
 CN1735
 CN1735  NGVD 29 (??/??/92)  141.974  (m)          465.79   (f) ADJ UNCH    2 0
 CN1735
 CN1735.Superseded values are not recommended for survey control.
 CN1735.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1735.See file dsdata.txt to determine how the superseded data were derived.
 CN1735
 CN1735_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB991125(NAD 83)
 CN1735_MARKER: DB = BENCH MARK DISK
 CN1735_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1735_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1735_STAMPING: G 324 1950
 CN1735_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1735+STABILITY: SURFACE MOTION
 CN1735
 CN1735  HISTORY     - Date     Condition        Report By
 CN1735  HISTORY     - 1950     MONUMENTED       CGS
 CN1735
 CN1735                          STATION DESCRIPTION
 CN1735
 CN1735'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1735'11.95 MI N FROM SUMMERFIELD.
 CN1735'ABOUT 11.95 MILES NORTHEAST AND NORTH ALONG GRAVEL ROADS FROM THE
 CN1735'SCHOOL YARD AT SUMMERFIELD, ABOUT 0.3 MILE SOUTH OF THE JUNCTION OF A
 CN1735'GRAVEL ROAD LEADING NORTHEAST, AT THE FELLOWSHIP CHURCH AND CEMETERY,
 CN1735'38 FEET WEST-NORTHWEST OF THE CENTER LINE OF THE GRAVEL ROAD, 86 FEET
 CN1735'NORTHEAST OF THE EAST CORNER OF THE WOODEN CHURCH BUILDING, 80 FEET
 CN1735'WEST-SOUTHWEST AND ACROSS THE ROAD FROM THE TOMBSTONE OF JAMES AND
 CN1735'ELIZA MARTIN, 15.5 FEET NORTHWEST OF AN 18-INCH HICKORY TREE, 2 FEET
 CN1735'EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE ROAD AND SET IN
 CN1735'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1766 ***********************************************************************
 CN1766  DESIGNATION -  G 325
 CN1766  PID         -  CN1766
 CN1766  STATE/COUNTY-  AL/PERRY
 CN1766  USGS QUAD   -  BUCK CREEK (1987)
 CN1766
 CN1766                         *CURRENT SURVEY CONTROL
 CN1766  ___________________________________________________________________
 CN1766* NAD 83(1986)-  32 42 20.     (N)    087 03 44.     (W)     SCALED    
 CN1766* NAVD 88     -       118.100  (meters)     387.47   (feet)  ADJUSTED  
 CN1766  ___________________________________________________________________
 CN1766  GEOID HEIGHT-         -28.86  (meters)                     GEOID03
 CN1766  DYNAMIC HT  -         117.963 (meters)     387.02  (feet)  COMP
 CN1766  MODELED GRAV-     979,480.3   (mgal)                       NAVD 88
 CN1766
 CN1766  VERT ORDER  -  SECOND    CLASS 0
 CN1766
 CN1766.The horizontal coordinates were scaled from a topographic map and have
 CN1766.an estimated accuracy of +/- 6 seconds.
 CN1766
 CN1766.The orthometric height was determined by differential leveling
 CN1766.and adjusted by the National Geodetic Survey in June 1991..
 CN1766
 CN1766.The geoid height was determined by GEOID03.
 CN1766
 CN1766.The dynamic height is computed by dividing the NAVD 88
 CN1766.geopotential number by the normal gravity value computed on the
 CN1766.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1766.degrees latitude (g = 980.6199 gals.).
 CN1766
 CN1766.The modeled gravity was interpolated from observed gravity values.
 CN1766
 CN1766;                    North         East    Units  Estimated Accuracy
 CN1766;SPC AL W     -   300,050.      641,050.      MT  (+/- 180 meters Scaled)
 CN1766
 CN1766                          SUPERSEDED SURVEY CONTROL
 CN1766
 CN1766  NGVD 29 (??/??/92)  118.067  (m)          387.36   (f) ADJ UNCH    2 0
 CN1766
 CN1766.Superseded values are not recommended for survey control.
 CN1766.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1766.See file dsdata.txt to determine how the superseded data were derived.
 CN1766
 CN1766_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB941186(NAD 83)
 CN1766_MARKER: DB = BENCH MARK DISK
 CN1766_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1766_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1766_STAMPING: G 325 1950
 CN1766_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1766+STABILITY: SURFACE MOTION
 CN1766
 CN1766  HISTORY     - Date     Condition        Report By
 CN1766  HISTORY     - 1950     MONUMENTED       CGS
 CN1766
 CN1766                          STATION DESCRIPTION
 CN1766
 CN1766'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1766'6.75 MI NE FROM OSBORN.
 CN1766'ABOUT 2.75 MILES NORTHEAST ALONG A GRAVEL ROAD FROM OSBORN STORE AT
 CN1766'OSBORN, THENCE ABOUT 1.75 MILES SOUTHEAST AND EAST ALONG A GRAVEL
 CN1766'ROAD, THENCE ABOUT 0.55 MILE NORTH ALONG A GRAVEL ROAD VIA POPLAR
 CN1766'GROVE CHURCH, THENCE ABOUT 1.7 MILE NORTHEAST ALONG A GRAVEL ROAD,
 CN1766'ABOUT 0.15 MILE NORTH AND 1.65 MILE NORTHEAST ALONG GRAVEL ROADS FROM
 CN1766'THE POPLAR GROVE CHURCH, ABOUT 0.35 MILE NORTHWEST AND UPHILL FROM A
 CN1766'PLANK BRIDGE OVER PRYOR CREEK, AT THE TOP OF A GRADE, 28 FEET
 CN1766'NORTHEAST OF THE CENTER LINE OF THE ROAD, 190 FEET NORTH-NORTHEAST AND
 CN1766'ACROSS THE ROAD FROM THE REMAINS OF A CHIMNEY AT OLD HOUSE SITE, 2
 CN1766'FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE
 CN1766'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1284 ***********************************************************************
 BU1284  DESIGNATION -  G 326
 BU1284  PID         -  BU1284
 BU1284  STATE/COUNTY-  AL/WILCOX
 BU1284  USGS QUAD   -  COY (1973)
 BU1284
 BU1284                         *CURRENT SURVEY CONTROL
 BU1284  ___________________________________________________________________
 BU1284* NAD 83(1986)-  31 54 07.     (N)    087 28 41.     (W)     SCALED    
 BU1284* NAVD 88     -        24.546  (meters)      80.53   (feet)  ADJUSTED  
 BU1284  ___________________________________________________________________
 BU1284  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BU1284  DYNAMIC HT  -          24.517 (meters)      80.44  (feet)  COMP
 BU1284  MODELED GRAV-     979,456.9   (mgal)                       NAVD 88
 BU1284
 BU1284  VERT ORDER  -  SECOND    CLASS 0
 BU1284
 BU1284.The horizontal coordinates were scaled from a topographic map and have
 BU1284.an estimated accuracy of +/- 6 seconds.
 BU1284
 BU1284.The orthometric height was determined by differential leveling
 BU1284.and adjusted by the National Geodetic Survey in June 1991..
 BU1284
 BU1284.The geoid height was determined by GEOID03.
 BU1284
 BU1284.The dynamic height is computed by dividing the NAVD 88
 BU1284.geopotential number by the normal gravity value computed on the
 BU1284.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1284.degrees latitude (g = 980.6199 gals.).
 BU1284
 BU1284.The modeled gravity was interpolated from observed gravity values.
 BU1284
 BU1284;                    North         East    Units  Estimated Accuracy
 BU1284;SPC AL W     -   210,850.      602,080.      MT  (+/- 180 meters Scaled)
 BU1284
 BU1284                          SUPERSEDED SURVEY CONTROL
 BU1284
 BU1284  NGVD 29 (??/??/92)   24.510  (m)           80.41   (f) ADJ UNCH    2 0
 BU1284
 BU1284.Superseded values are not recommended for survey control.
 BU1284.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1284.See file dsdata.txt to determine how the superseded data were derived.
 BU1284
 BU1284_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA547296(NAD 83)
 BU1284_MARKER: DB = BENCH MARK DISK
 BU1284_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1284_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1284_STAMPING: G 326 1950
 BU1284_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1284+STABILITY: SURFACE MOTION
 BU1284
 BU1284  HISTORY     - Date     Condition        Report By
 BU1284  HISTORY     - 1950     MONUMENTED       CGS
 BU1284  HISTORY     - 1980     GOOD             LOCSUR
 BU1284
 BU1284                          STATION DESCRIPTION
 BU1284
 BU1284'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1284'1.0 MI NW FROM COY.
 BU1284'ABOUT 1.0 MILE NORTHWEST ALONG THE ST. LOUIS AND SAN FRANCISCO RAILWAY
 BU1284'FROM THE POST OFFICE AT COY, 787 FEET SOUTH OF THE SIGN AT SHEPARD
 BU1284'FLAG STATION, 295 FEET SOUTHWEST OF A FENCE CORNER, NEAR THE CENTER OF
 BU1284'A CURVE IN THE TRACK WITH TANGENTS EXTENDING NORTH AND SOUTHEAST (THE
 BU1284'FIRST CURVE NORTHWEST OF COY), 100 FEET SOUTH-SOUTHWEST AND ACROSS THE
 BU1284'TRACK FROM POLE NO. 785/15, 60 FEET NORTHWEST OF A TRIANGULAR BLAZED
 BU1284'9-INCH OAK TREE, 43.8 FEET SOUTHWEST OF THE SOUTHWEST RAIL OF THE MAIN
 BU1284'TRACK, 3 1/2 FEET NORTHEAST OF THE R/W FENCE LINE 1 1/2 FEET NORTHEAST
 BU1284'OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE THE TRACK AND
 BU1284'SET IN THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
 BU1284
 BU1284                          STATION RECOVERY (1980)
 BU1284
 BU1284'RECOVERY NOTE BY LOCAL SURVEYOR (INDIVIDUAL OR FIRM) 1980
 BU1284'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1946 ***********************************************************************
 CN1946  DESIGNATION -  G 328
 CN1946  PID         -  CN1946
 CN1946  STATE/COUNTY-  AL/WILCOX
 CN1946  USGS QUAD   -  LEE LONG BRIDGE (1974)
 CN1946
 CN1946                         *CURRENT SURVEY CONTROL
 CN1946  ___________________________________________________________________
 CN1946* NAD 83(1986)-  32 05 09.     (N)    087 28 23.     (W)     SCALED    
 CN1946* NAVD 88     -        80.126  (meters)     262.88   (feet)  ADJUSTED  
 CN1946  ___________________________________________________________________
 CN1946  GEOID HEIGHT-         -28.00  (meters)                     GEOID03
 CN1946  DYNAMIC HT  -          80.032 (meters)     262.57  (feet)  COMP
 CN1946  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 CN1946
 CN1946  VERT ORDER  -  SECOND    CLASS 0
 CN1946
 CN1946.The horizontal coordinates were scaled from a topographic map and have
 CN1946.an estimated accuracy of +/- 6 seconds.
 CN1946
 CN1946.The orthometric height was determined by differential leveling
 CN1946.and adjusted by the National Geodetic Survey in June 1991..
 CN1946
 CN1946.The geoid height was determined by GEOID03.
 CN1946
 CN1946.The dynamic height is computed by dividing the NAVD 88
 CN1946.geopotential number by the normal gravity value computed on the
 CN1946.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1946.degrees latitude (g = 980.6199 gals.).
 CN1946
 CN1946.The modeled gravity was interpolated from observed gravity values.
 CN1946
 CN1946;                    North         East    Units  Estimated Accuracy
 CN1946;SPC AL W     -   231,240.      602,540.      MT  (+/- 180 meters Scaled)
 CN1946
 CN1946                          SUPERSEDED SURVEY CONTROL
 CN1946
 CN1946  NGVD 29 (??/??/92)   80.093  (m)          262.77   (f) ADJ UNCH    2 0
 CN1946
 CN1946.Superseded values are not recommended for survey control.
 CN1946.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1946.See file dsdata.txt to determine how the superseded data were derived.
 CN1946
 CN1946_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA553500(NAD 83)
 CN1946_MARKER: DB = BENCH MARK DISK
 CN1946_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1946_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1946_STAMPING: G 328 1950
 CN1946_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1946+STABILITY: SURFACE MOTION
 CN1946
 CN1946  HISTORY     - Date     Condition        Report By
 CN1946  HISTORY     - 1950     MONUMENTED       CGS
 CN1946
 CN1946                          STATION DESCRIPTION
 CN1946
 CN1946'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1946'10.55 MI NE FROM KIMBROUGH.
 CN1946'ABOUT 7.7 MILES NORTHEAST ALONG STATE HIGHWAY 10 FROM THE INTERSECTION
 CN1946'OF THE SOUTHERN RAILWAY AT KIMBROUGH, THENCE ABOUT 2.85 MILES
 CN1946'NORTHWEST ALONG A GRAVEL ROAD, AT THE JUNCTION OF A ROAD WEST TO A
 CN1946'HOUSE AND ON THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS EAST AND
 CN1946'NORTHWEST, ABOUT 0.6 MILE SOUTHEAST OF JERUSALEM CHURCH, ABOUT 0.7
 CN1946'MILE SOUTHEAST OF THE JUNCTION OF A ROAD SOUTHWEST, 51 FEET SOUTHWEST
 CN1946'OF THE CENTER OF THE JUNCTION, 26 1/2 FEET SOUTH OF THE CENTER LINE OF
 CN1946'THE ROAD WEST TO HOUSE, 27 FEET WEST OF A TRIANGULAR BLAZED 14-INCH
 CN1946'FORKED OAK TREE, 2 1/2 FEET EAST OF A FENCE LINE, 1 1/2 FEET SOUTHEAST
 CN1946'OF A WHITE WOODEN WITNESS POST, 2 FEET BELOW THE ROAD AND SET IN THE
 CN1946'TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1174 ***********************************************************************
 BU1174  DESIGNATION -  G 329
 BU1174  PID         -  BU1174
 BU1174  STATE/COUNTY-  AL/WILCOX
 BU1174  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1174
 BU1174                         *CURRENT SURVEY CONTROL
 BU1174  ___________________________________________________________________
 BU1174* NAD 83(1986)-  31 52 52.     (N)    087 21 03.     (W)     SCALED    
 BU1174* NAVD 88     -        55.461  (meters)     181.96   (feet)  ADJUSTED  
 BU1174  ___________________________________________________________________
 BU1174  GEOID HEIGHT-         -27.76  (meters)                     GEOID03
 BU1174  DYNAMIC HT  -          55.395 (meters)     181.74  (feet)  COMP
 BU1174  MODELED GRAV-     979,452.0   (mgal)                       NAVD 88
 BU1174
 BU1174  VERT ORDER  -  SECOND    CLASS 0
 BU1174
 BU1174.The horizontal coordinates were scaled from a topographic map and have
 BU1174.an estimated accuracy of +/- 6 seconds.
 BU1174
 BU1174.The orthometric height was determined by differential leveling
 BU1174.and adjusted by the National Geodetic Survey in June 1991..
 BU1174
 BU1174.The geoid height was determined by GEOID03.
 BU1174
 BU1174.The dynamic height is computed by dividing the NAVD 88
 BU1174.geopotential number by the normal gravity value computed on the
 BU1174.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1174.degrees latitude (g = 980.6199 gals.).
 BU1174
 BU1174.The modeled gravity was interpolated from observed gravity values.
 BU1174
 BU1174;                    North         East    Units  Estimated Accuracy
 BU1174;SPC AL W     -   208,550.      614,110.      MT  (+/- 180 meters Scaled)
 BU1174
 BU1174                          SUPERSEDED SURVEY CONTROL
 BU1174
 BU1174  NGVD 29 (??/??/92)   55.427  (m)          181.85   (f) ADJ UNCH    2 0
 BU1174
 BU1174.Superseded values are not recommended for survey control.
 BU1174.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1174.See file dsdata.txt to determine how the superseded data were derived.
 BU1174
 BU1174_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA668273(NAD 83)
 BU1174_MARKER: DB = BENCH MARK DISK
 BU1174_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1174_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1174_STAMPING: G 329 1950
 BU1174_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1174+STABILITY: SURFACE MOTION
 BU1174
 BU1174  HISTORY     - Date     Condition        Report By
 BU1174  HISTORY     - 1950     MONUMENTED       CGS
 BU1174
 BU1174                          STATION DESCRIPTION
 BU1174
 BU1174'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1174'7.2 MI NE FROM HYBART.
 BU1174'ABOUT 5.25 MILES NORTHEAST ALONG STATE HIGHWAY 11 FROM THE POST OFFICE
 BU1174'AT HYBART, THENCE ABOUT 1.95 MILES SOUTHEAST ALONG A GRAVEL ROAD,
 BU1174'ABOUT 0.35 MILE NORTH OF THE JUNCTION OF A ROAD SOUTH AND A TURN IN
 BU1174'THE MAIN ROAD WITH TANGENTS EXTENDING NORTH AND EAST, 44 FEET
 BU1174'WEST-SOUTHWEST OF THE SOUTHWEST CORNER OF THE JESSE T. REEVES
 BU1174'RESIDENCE, 30 FEET EAST OF THE CENTER LINE OF THE ROAD, 68 FEET
 BU1174'SOUTHEAST AND ACROSS THE ROAD FROM A 14-INCH CEDAR TREE, 14 FEET
 BU1174'SOUTHWEST OF A 24-INCH CHINABERRY TREE, 23 FEET NORTH-NORTHEAST OF A
 BU1174'POWER POLE, 1 1/2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3
 BU1174'FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 2
 BU1174'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1213 ***********************************************************************
 BU1213  DESIGNATION -  G 330
 BU1213  PID         -  BU1213
 BU1213  STATE/COUNTY-  AL/MONROE
 BU1213  USGS QUAD   -  VREDENBURGH (1986)
 BU1213
 BU1213                         *CURRENT SURVEY CONTROL
 BU1213  ___________________________________________________________________
 BU1213* NAD 83(1986)-  31 48 22.     (N)    087 18 24.     (W)     SCALED    
 BU1213* NAVD 88     -        51.211  (meters)     168.01   (feet)  ADJUSTED  
 BU1213  ___________________________________________________________________
 BU1213  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU1213  DYNAMIC HT  -          51.151 (meters)     167.82  (feet)  COMP
 BU1213  MODELED GRAV-     979,454.0   (mgal)                       NAVD 88
 BU1213
 BU1213  VERT ORDER  -  SECOND    CLASS 0
 BU1213
 BU1213.The horizontal coordinates were scaled from a topographic map and have
 BU1213.an estimated accuracy of +/- 6 seconds.
 BU1213
 BU1213.The orthometric height was determined by differential leveling
 BU1213.and adjusted by the National Geodetic Survey in June 1991..
 BU1213
 BU1213.The geoid height was determined by GEOID03.
 BU1213
 BU1213.The dynamic height is computed by dividing the NAVD 88
 BU1213.geopotential number by the normal gravity value computed on the
 BU1213.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1213.degrees latitude (g = 980.6199 gals.).
 BU1213
 BU1213.The modeled gravity was interpolated from observed gravity values.
 BU1213
 BU1213;                    North         East    Units  Estimated Accuracy
 BU1213;SPC AL W     -   200,240.      618,310.      MT  (+/- 180 meters Scaled)
 BU1213
 BU1213                          SUPERSEDED SURVEY CONTROL
 BU1213
 BU1213  NGVD 29 (??/??/92)   51.190  (m)          167.95   (f) ADJ UNCH    2 0
 BU1213
 BU1213.Superseded values are not recommended for survey control.
 BU1213.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1213.See file dsdata.txt to determine how the superseded data were derived.
 BU1213
 BU1213_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA709189(NAD 83)
 BU1213_MARKER: DB = BENCH MARK DISK
 BU1213_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1213_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1213_STAMPING: G 330 1950
 BU1213_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1213+STABILITY: SURFACE MOTION
 BU1213
 BU1213  HISTORY     - Date     Condition        Report By
 BU1213  HISTORY     - 1950     MONUMENTED       CGS
 BU1213
 BU1213                          STATION DESCRIPTION
 BU1213
 BU1213'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1213'4.8 MI SE FROM HYBART.
 BU1213'ABOUT 2.85 MILES EAST ALONG A GRAVEL ROAD FROM THE ST. LOUIS-SAN
 BU1213'FRANCISCO RAILWAY STATION AT HYBART, THENCE ABOUT 1.95 MILES SOUTHEAST
 BU1213'ALONG A GRAVEL ROAD LEADING TO BUENA VISTA, AT THE TALLATCHEE
 BU1213'METHODIST CHURCH, 64 FEET NORTHEAST OF THE CENTER LINE OF THE ROAD, 3
 BU1213'FEET NORTH OF THE WEST CORNER OF THE BUILDING, 2.2 FEET NORTHWEST OF
 BU1213'THE NORTHWEST FACE OF THE BUILDING, 1 1/2 FEET NORTHEAST OF A WHITE
 BU1213'WOODEN WITNESS POST, ABOUT 2 FEET BELOW THE ROAD AND SET IN THE TOP OF
 BU1213'A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK IS ABOUT 3.85 MILES
 BU1213'WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT BUENA VISTA.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1485 ***********************************************************************
 CN1485  DESIGNATION -  G 331
 CN1485  PID         -  CN1485
 CN1485  STATE/COUNTY-  AL/CHILTON
 CN1485  USGS QUAD   -  MAPLESVILLE WEST (1983)
 CN1485
 CN1485                         *CURRENT SURVEY CONTROL
 CN1485  ___________________________________________________________________
 CN1485* NAD 83(1986)-  32 49 08.     (N)    086 57 17.     (W)     SCALED    
 CN1485* NAVD 88     -       177.174  (meters)     581.28   (feet)  ADJUSTED  
 CN1485  ___________________________________________________________________
 CN1485  GEOID HEIGHT-         -28.89  (meters)                     GEOID03
 CN1485  DYNAMIC HT  -         176.972 (meters)     580.62  (feet)  COMP
 CN1485  MODELED GRAV-     979,491.2   (mgal)                       NAVD 88
 CN1485
 CN1485  VERT ORDER  -  SECOND    CLASS 0
 CN1485
 CN1485.The horizontal coordinates were scaled from a topographic map and have
 CN1485.an estimated accuracy of +/- 6 seconds.
 CN1485
 CN1485.The orthometric height was determined by differential leveling
 CN1485.and adjusted by the National Geodetic Survey in June 1991..
 CN1485
 CN1485.The geoid height was determined by GEOID03.
 CN1485
 CN1485.The dynamic height is computed by dividing the NAVD 88
 CN1485.geopotential number by the normal gravity value computed on the
 CN1485.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1485.degrees latitude (g = 980.6199 gals.).
 CN1485
 CN1485.The modeled gravity was interpolated from observed gravity values.
 CN1485
 CN1485;                    North         East    Units  Estimated Accuracy
 CN1485;SPC AL W     -   312,660.      651,060.      MT  (+/- 180 meters Scaled)
 CN1485
 CN1485                          SUPERSEDED SURVEY CONTROL
 CN1485
 CN1485  NGVD 29 (??/??/92)  177.144  (m)          581.18   (f) ADJ UNCH    2 0
 CN1485
 CN1485.Superseded values are not recommended for survey control.
 CN1485.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1485.See file dsdata.txt to determine how the superseded data were derived.
 CN1485
 CN1485_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB042312(NAD 83)
 CN1485_MARKER: DB = BENCH MARK DISK
 CN1485_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1485_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1485_STAMPING: G 331 1950
 CN1485_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1485+STABILITY: SURFACE MOTION
 CN1485
 CN1485  HISTORY     - Date     Condition        Report By
 CN1485  HISTORY     - 1950     MONUMENTED       CGS
 CN1485  HISTORY     - 1971     MARK NOT FOUND   USGS
 CN1485
 CN1485                          STATION DESCRIPTION
 CN1485
 CN1485'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1485'6.1 MI NW FROM MAPLESVILLE.
 CN1485'ABOUT 4.75 MILES NORTHWEST ALONG U.S. HIGHWAY 82 FROM THE INTERSECTION
 CN1485'OF STATE HIGHWAY 22 AND THE SOUTHERN RAILWAY JUST SOUTH OF
 CN1485'MAPLESVILLE, THENCE ABOUT 1.35 MILES WEST ALONG A GRAVEL ROAD LEADING
 CN1485'TO SPROTT, ABOUT 0.8 MILE WEST OF THE PLEASANT GROVE CHURCH AND
 CN1485'CEMETERY, ABOUT 0.3 MILE WEST OF THE JUNCTION OF A ROAD NORTH, AT A
 CN1485'BREAK IN GRADE, 41 FEET NORTH OF THE CENTER LINE OF THE ROAD, 30 FEET
 CN1485'NORTHWEST OF A 22-INCH LOW FORKED OAK TREE, 7 FEET NORTHEAST OF AN
 CN1485'8-INCH OAK TREE, 2 FEET EAST OF A WHITE WOODEN WITNESS POST, ABOUT
 CN1485'LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CN1485'INCHES.
 CN1485
 CN1485                          STATION RECOVERY (1971)
 CN1485
 CN1485'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1971
 CN1485'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1507 ***********************************************************************
 CN1507  DESIGNATION -  G 332
 CN1507  PID         -  CN1507
 CN1507  STATE/COUNTY-  AL/BIBB
 CN1507  USGS QUAD   -  CENTREVILLE EAST (1983)
 CN1507
 CN1507                         *CURRENT SURVEY CONTROL
 CN1507  ___________________________________________________________________
 CN1507* NAD 83(1986)-  32 55 59.     (N)    087 03 39.     (W)     SCALED    
 CN1507* NAVD 88     -        84.944  (meters)     278.69   (feet)  ADJUSTED  
 CN1507  ___________________________________________________________________
 CN1507  GEOID HEIGHT-         -29.05  (meters)                     GEOID03
 CN1507  DYNAMIC HT  -          84.848 (meters)     278.37  (feet)  COMP
 CN1507  MODELED GRAV-     979,515.4   (mgal)                       NAVD 88
 CN1507
 CN1507  VERT ORDER  -  SECOND    CLASS 0
 CN1507
 CN1507.The horizontal coordinates were scaled from a topographic map and have
 CN1507.an estimated accuracy of +/- 6 seconds.
 CN1507
 CN1507.The orthometric height was determined by differential leveling
 CN1507.and adjusted by the National Geodetic Survey in June 1991..
 CN1507
 CN1507.The geoid height was determined by GEOID03.
 CN1507
 CN1507.The dynamic height is computed by dividing the NAVD 88
 CN1507.geopotential number by the normal gravity value computed on the
 CN1507.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1507.degrees latitude (g = 980.6199 gals.).
 CN1507
 CN1507.The modeled gravity was interpolated from observed gravity values.
 CN1507
 CN1507;                    North         East    Units  Estimated Accuracy
 CN1507;SPC AL W     -   325,270.      641,070.      MT  (+/- 180 meters Scaled)
 CN1507
 CN1507                          SUPERSEDED SURVEY CONTROL
 CN1507
 CN1507  NGVD 29 (??/??/92)   84.917  (m)          278.60   (f) ADJ UNCH    2 0
 CN1507
 CN1507.Superseded values are not recommended for survey control.
 CN1507.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1507.See file dsdata.txt to determine how the superseded data were derived.
 CN1507
 CN1507_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB943438(NAD 83)
 CN1507_MARKER: DB = BENCH MARK DISK
 CN1507_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1507_SP_SET: CULVERT
 CN1507_STAMPING: G 332 1950
 CN1507_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1507
 CN1507  HISTORY     - Date     Condition        Report By
 CN1507  HISTORY     - 1950     MONUMENTED       CGS
 CN1507
 CN1507                          STATION DESCRIPTION
 CN1507
 CN1507'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1507'4.25 MI SE FROM CENTREVILLE.
 CN1507'ABOUT 4.25 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 CN1507'FROM THE STATION AT CENTREVILLE, ABOUT 0.3 MILE WEST OF TRESTLE NO.
 CN1507'113.97, ABOUT 0.35 MILE WEST OF MILE POST 114, 93 FEET NORTH OF THE
 CN1507'NORTH RAIL, 15 FEET SOUTH OF THE CENTER LINE OF U.S. HIGHWAY 82
 CN1507'PARALLELING THE TRACK, SET IN THE TOP OF THE EAST END OF THE SOUTH
 CN1507'HEAD WALL OF A 4-FOOT CONCRETE CULVERT UNDER THE HIGHWAY AND ABOUT
 CN1507'LEVEL WITH THE HIGHWAY AND TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1701 ***********************************************************************
 CN1701  DESIGNATION -  G 333
 CN1701  PID         -  CN1701
 CN1701  STATE/COUNTY-  AL/BIBB
 CN1701  USGS QUAD   -  OAKMULGEE (1983)
 CN1701
 CN1701                         *CURRENT SURVEY CONTROL
 CN1701  ___________________________________________________________________
 CN1701* NAD 83(1986)-  32 51 01.     (N)    087 06 57.     (W)     SCALED    
 CN1701* NAVD 88     -       114.755  (meters)     376.49   (feet)  ADJUSTED  
 CN1701  ___________________________________________________________________
 CN1701  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CN1701  DYNAMIC HT  -         114.625 (meters)     376.07  (feet)  COMP
 CN1701  MODELED GRAV-     979,506.4   (mgal)                       NAVD 88
 CN1701
 CN1701  VERT ORDER  -  SECOND    CLASS 0
 CN1701
 CN1701.The horizontal coordinates were scaled from a topographic map and have
 CN1701.an estimated accuracy of +/- 6 seconds.
 CN1701
 CN1701.The orthometric height was determined by differential leveling
 CN1701.and adjusted by the National Geodetic Survey in June 1991..
 CN1701
 CN1701.The geoid height was determined by GEOID03.
 CN1701
 CN1701.The dynamic height is computed by dividing the NAVD 88
 CN1701.geopotential number by the normal gravity value computed on the
 CN1701.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1701.degrees latitude (g = 980.6199 gals.).
 CN1701
 CN1701.The modeled gravity was interpolated from observed gravity values.
 CN1701
 CN1701;                    North         East    Units  Estimated Accuracy
 CN1701;SPC AL W     -   316,070.      635,960.      MT  (+/- 180 meters Scaled)
 CN1701
 CN1701                          SUPERSEDED SURVEY CONTROL
 CN1701
 CN1701  NGVD 29 (??/??/92)  114.728  (m)          376.40   (f) ADJ UNCH    2 0
 CN1701
 CN1701.Superseded values are not recommended for survey control.
 CN1701.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1701.See file dsdata.txt to determine how the superseded data were derived.
 CN1701
 CN1701_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB891346(NAD 83)
 CN1701_MARKER: DB = BENCH MARK DISK
 CN1701_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1701_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1701_STAMPING: G 333 1950
 CN1701_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1701+STABILITY: SURFACE MOTION
 CN1701
 CN1701  HISTORY     - Date     Condition        Report By
 CN1701  HISTORY     - 1950     MONUMENTED       CGS
 CN1701  HISTORY     - 1975     MARK NOT FOUND   USGS
 CN1701
 CN1701                          STATION DESCRIPTION
 CN1701
 CN1701'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1701'8.1 MI S FROM CENTREVILLE.
 CN1701'ABOUT 3.9 MILES SOUTH ALONG A GRAVEL ROAD FROM THE COURT HOUSE AT
 CN1701'CENTREVILLE, THENCE ABOUT 4.2 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL
 CN1701'ROAD LEADING TO CAFFEE BRICK SCHOOL VIA BETHLEHEM CHURCH AND CEMETERY,
 CN1701'ABOUT 2.1 MILES NORTH OF THE BETHLEHEM CHURCH AND CEMETERY, ABOUT 0.1
 CN1701'MILE SOUTH OF THE SOUTH ONE OF THREE PIPE CULVERTS ABOUT 0.1 MILE
 CN1701'APART, ABOUT 0.1 MILE NORTH OF A 12-FOOT WOODEN BRIDGE, AT A BREAK IN
 CN1701'GRADE AND THE JUNCTION OF TRAILS LEADING NORTHWEST AND SOUTHWEST, 49
 CN1701'FEET WEST OF THE CENTER LINE OF THE ROAD, 74.5 FEET SOUTHWEST OF THE
 CN1701'CENTER OF THE JUNCTION OF THE TRAILS AND THE ROAD, 13 FEET SOUTHEAST
 CN1701'OF THE CENTER LINE OF THE TRAIL SOUTHWEST, 2 FEET WEST OF A WHITE
 CN1701'WOODEN WITNESS POST, ABOUT 5 FEET ABOVE THE MAIN ROAD AND SET IN THE
 CN1701'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- GROUND HAS BEEN
 CN1701'DISTURBED AND REPLANTED WITH TREES.
 CN1701
 CN1701                          STATION RECOVERY (1975)
 CN1701
 CN1701'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1975
 CN1701'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1703 ***********************************************************************
 CN1703  DESIGNATION -  G 333 RESET
 CN1703  PID         -  CN1703
 CN1703  STATE/COUNTY-  AL/BIBB
 CN1703  USGS QUAD   -  OAKMULGEE (1983)
 CN1703
 CN1703                         *CURRENT SURVEY CONTROL
 CN1703  ___________________________________________________________________
 CN1703* NAD 83(1986)-  32 51 02.     (N)    087 06 57.     (W)     SCALED    
 CN1703* NAVD 88     -       116.30   (meters)     381.6    (feet)  RESET     
 CN1703  ___________________________________________________________________
 CN1703  GEOID HEIGHT-         -29.03  (meters)                     GEOID03
 CN1703
 CN1703  VERT ORDER  -  THIRD
 CN1703
 CN1703.The horizontal coordinates were scaled from a topographic map and have
 CN1703.an estimated accuracy of +/- 6 seconds.
 CN1703
 CN1703.The orthometric height was computed from unverified reset data.
 CN1703
 CN1703.The geoid height was determined by GEOID03.
 CN1703
 CN1703;                    North         East    Units  Estimated Accuracy
 CN1703;SPC AL W     -   316,110.      635,960.      MT  (+/- 180 meters Scaled)
 CN1703
 CN1703                          SUPERSEDED SURVEY CONTROL
 CN1703
 CN1703.No superseded survey control is available for this station.
 CN1703
 CN1703_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDB891347(NAD 83)
 CN1703_MARKER: DB = BENCH MARK DISK
 CN1703_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1703_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1703_STAMPING: G 333 RESET 1956
 CN1703_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1703+STABILITY: SURFACE MOTION
 CN1703
 CN1703  HISTORY     - Date     Condition        Report By
 CN1703  HISTORY     - 1956     MONUMENTED       CGS
 CN1703
 CN1703                          STATION DESCRIPTION
 CN1703
 CN1703'DESCRIBED BY COAST AND GEODETIC SURVEY 1956
 CN1703'7.3 MI S FROM CENTREVILLE.
 CN1703'LOCATED 7.3 MILES SOUTH ALONG BLACK TOPPED ROAD FROM THE COURT HOUSE
 CN1703'IN CENTREVILLE, LEADING TO THE CAFFIE SCHOOL, VIA THE BETHELEHEM
 CN1703'CHURCH AND CEMETERY, 2 MILES NORTH OF THE BETHELEHEM CHURCH AND 1.05
 CN1703'MILE NORTH OF THE BIBB-PERRY COUNTY LINE, 52 FEET WEST OF THE CENTER
 CN1703'OF THE ROAD, 6 FEET SOUTH OF A 2 FOOT PINE TREE, 31 FEET NORTH OF THE
 CN1703'CENTER OF A TRACK ROAD LEADING WEST, 87 FEET SOUTH OF THE CENTER OF A
 CN1703'TRACK ROAD LEADING NORTHWEST, AND 2 FEET WEST OF A WITNESS POST.  IT
 CN1703'IS ON THE SOUTH SLOPE OF A CUT.  A STANDARD DISK, STAMPED G 333 RESET
 CN1703'1956 AND SET IN THE TOP OF A 12-INCH ROUND CONCRETE POST PROJECTING 3
 CN1703'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1641 ***********************************************************************
 CN1641  DESIGNATION -  G 335
 CN1641  PID         -  CN1641
 CN1641  STATE/COUNTY-  AL/PERRY
 CN1641  USGS QUAD   -  MARION SOUTH (1979)
 CN1641
 CN1641                         *CURRENT SURVEY CONTROL
 CN1641  ___________________________________________________________________
 CN1641* NAD 83(1986)-  32 31 07.     (N)    087 22 19.     (W)     SCALED    
 CN1641* NAVD 88     -        59.966  (meters)     196.74   (feet)  ADJUSTED  
 CN1641  ___________________________________________________________________
 CN1641  GEOID HEIGHT-         -28.79  (meters)                     GEOID03
 CN1641  DYNAMIC HT  -          59.897 (meters)     196.51  (feet)  COMP
 CN1641  MODELED GRAV-     979,485.2   (mgal)                       NAVD 88
 CN1641
 CN1641  VERT ORDER  -  SECOND    CLASS 0
 CN1641
 CN1641.The horizontal coordinates were scaled from a topographic map and have
 CN1641.an estimated accuracy of +/- 6 seconds.
 CN1641
 CN1641.The orthometric height was determined by differential leveling
 CN1641.and adjusted by the National Geodetic Survey in June 1991..
 CN1641
 CN1641.The geoid height was determined by GEOID03.
 CN1641
 CN1641.The dynamic height is computed by dividing the NAVD 88
 CN1641.geopotential number by the normal gravity value computed on the
 CN1641.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1641.degrees latitude (g = 980.6199 gals.).
 CN1641
 CN1641.The modeled gravity was interpolated from observed gravity values.
 CN1641
 CN1641;                    North         East    Units  Estimated Accuracy
 CN1641;SPC AL W     -   279,240.      612,030.      MT  (+/- 180 meters Scaled)
 CN1641
 CN1641                          SUPERSEDED SURVEY CONTROL
 CN1641
 CN1641  NGVD 29 (??/??/92)   59.918  (m)          196.58   (f) ADJ UNCH    2 0
 CN1641
 CN1641.Superseded values are not recommended for survey control.
 CN1641.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1641.See file dsdata.txt to determine how the superseded data were derived.
 CN1641
 CN1641_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA650979(NAD 83)
 CN1641_MARKER: DB = BENCH MARK DISK
 CN1641_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN1641_SP_SET: CULVERT
 CN1641_STAMPING: G 335 1950
 CN1641_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN1641
 CN1641  HISTORY     - Date     Condition        Report By
 CN1641  HISTORY     - 1950     MONUMENTED       CGS
 CN1641
 CN1641                          STATION DESCRIPTION
 CN1641
 CN1641'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1641'5.65 MI N FROM BROWNS.
 CN1641'ABOUT 5.65 MILES NORTH ALONG STATE HIGHWAY 5 FROM THE INTERSECTION OF
 CN1641'U.S. HIGHWAY 80 AT BROWNS, ABOUT 0.4 MILE SOUTHWEST OF A 150-FOOT
 CN1641'CONCRETE BRIDGE OVER A CREEK, ABOUT 150 YARDS SOUTH OF THE JUNCTION OF
 CN1641'A GRAVEL ROAD LEADING NORTHWEST, SET IN THE TOP OF THE NORTH END OF
 CN1641'THE WEST HEAD WALL OF A 3-FOOT CONCRETE CULVERT, 21 FEET WEST OF THE
 CN1641'CENTER LINE OF THE HIGHWAY AND ABOUT 1 FOOT BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1991 ***********************************************************************
 CN1991  DESIGNATION -  G 336
 CN1991  PID         -  CN1991
 CN1991  STATE/COUNTY-  AL/WILCOX
 CN1991  USGS QUAD   -  CAMDEN NORTH (1974)
 CN1991
 CN1991                         *CURRENT SURVEY CONTROL
 CN1991  ___________________________________________________________________
 CN1991* NAD 83(1986)-  32 06 44.     (N)    087 22 18.     (W)     SCALED    
 CN1991* NAVD 88     -        28.645  (meters)      93.98   (feet)  ADJUSTED  
 CN1991  ___________________________________________________________________
 CN1991  GEOID HEIGHT-         -27.89  (meters)                     GEOID03
 CN1991  DYNAMIC HT  -          28.612 (meters)      93.87  (feet)  COMP
 CN1991  MODELED GRAV-     979,476.0   (mgal)                       NAVD 88
 CN1991
 CN1991  VERT ORDER  -  SECOND    CLASS 0
 CN1991
 CN1991.The horizontal coordinates were scaled from a topographic map and have
 CN1991.an estimated accuracy of +/- 6 seconds.
 CN1991
 CN1991.The orthometric height was determined by differential leveling
 CN1991.and adjusted by the National Geodetic Survey in June 1991..
 CN1991
 CN1991.The geoid height was determined by GEOID03.
 CN1991
 CN1991.The dynamic height is computed by dividing the NAVD 88
 CN1991.geopotential number by the normal gravity value computed on the
 CN1991.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1991.degrees latitude (g = 980.6199 gals.).
 CN1991
 CN1991.The modeled gravity was interpolated from observed gravity values.
 CN1991
 CN1991;                    North         East    Units  Estimated Accuracy
 CN1991;SPC AL W     -   234,180.      612,110.      MT  (+/- 180 meters Scaled)
 CN1991
 CN1991                          SUPERSEDED SURVEY CONTROL
 CN1991
 CN1991  NGVD 29 (??/??/92)   28.600  (m)           93.83   (f) ADJ UNCH    2 0
 CN1991
 CN1991.Superseded values are not recommended for survey control.
 CN1991.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1991.See file dsdata.txt to determine how the superseded data were derived.
 CN1991
 CN1991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA649529(NAD 83)
 CN1991_MARKER: DB = BENCH MARK DISK
 CN1991_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1991_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1991_STAMPING: G 336 1950
 CN1991_PROJECTION: FLUSH
 CN1991_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1991+STABILITY: SURFACE MOTION
 CN1991
 CN1991  HISTORY     - Date     Condition        Report By
 CN1991  HISTORY     - 1950     MONUMENTED       CGS
 CN1991  HISTORY     - 19980127 MARK NOT FOUND   NGS
 CN1991
 CN1991                          STATION DESCRIPTION
 CN1991
 CN1991'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN1991'0.95 MIL NW FROM MILLERS FERRY.
 CN1991'ABOUT 0.45 MILE NORTHWEST ALONG STATE HIGHWAY 28 FROM MILLERS FERRY
 CN1991'THENCE 0.5 MILE NORTH ALONG A GRAVEL ROAD, AT THE TOP OF A SLIGHT
 CN1991'GRADE IN THE ROAD, 100 YARDS WEST AND ACROSS THE ROAD FROM THE NORTH
 CN1991'END OF A FARM HOUSE, 50 FEET WEST OF THE CENTER LINE OF THE ROAD, 14
 CN1991'FEET SOUTHWEST OF THE SOUTHWEST CORNER OF AN ABANDONED WOODEN BRIDGE
 CN1991'ACROSS A SIDE DITCH, 6 FEET WEST OF THE FENCE LINE, 2 FEET SOUTH OF A
 CN1991'WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND IN THE TOP OF
 CN1991'A CONCRETE POST PROJECTING 5 INCHES.
 CN1991
 CN1991                          STATION RECOVERY (1998)
 CN1991
 CN1991'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1998 (ALG)
 CN1991'STATION WAS SEARCHED FOR BUT NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1742 ***********************************************************************
 BU1742  DESIGNATION -  G 337
 BU1742  PID         -  BU1742
 BU1742  STATE/COUNTY-  AL/CLARKE
 BU1742  USGS QUAD   -  FULTON EAST (1973)
 BU1742
 BU1742                         *CURRENT SURVEY CONTROL
 BU1742  ___________________________________________________________________
 BU1742* NAD 83(1986)-  31 45 45.     (N)    087 37 40.     (W)     SCALED    
 BU1742* NAVD 88     -       139.990  (meters)     459.28   (feet)  ADJUSTED  
 BU1742  ___________________________________________________________________
 BU1742  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU1742  DYNAMIC HT  -         139.820 (meters)     458.73  (feet)  COMP
 BU1742  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 BU1742
 BU1742  VERT ORDER  -  SECOND    CLASS 0
 BU1742
 BU1742.The horizontal coordinates were scaled from a topographic map and have
 BU1742.an estimated accuracy of +/- 6 seconds.
 BU1742
 BU1742.The orthometric height was determined by differential leveling
 BU1742.and adjusted by the National Geodetic Survey in June 1991..
 BU1742
 BU1742.The geoid height was determined by GEOID03.
 BU1742
 BU1742.The dynamic height is computed by dividing the NAVD 88
 BU1742.geopotential number by the normal gravity value computed on the
 BU1742.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1742.degrees latitude (g = 980.6199 gals.).
 BU1742
 BU1742.The modeled gravity was interpolated from observed gravity values.
 BU1742
 BU1742;                    North         East    Units  Estimated Accuracy
 BU1742;SPC AL W     -   195,400.      587,900.      MT  (+/- 180 meters Scaled)
 BU1742
 BU1742                          SUPERSEDED SURVEY CONTROL
 BU1742
 BU1742  NGVD 29 (??/??/92)  139.953  (m)          459.16   (f) ADJ UNCH    2 0
 BU1742
 BU1742.Superseded values are not recommended for survey control.
 BU1742.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1742.See file dsdata.txt to determine how the superseded data were derived.
 BU1742
 BU1742_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA405142(NAD 83)
 BU1742_MARKER: DB = BENCH MARK DISK
 BU1742_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1742_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1742_STAMPING: G 337 1950
 BU1742_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1742+STABILITY: SURFACE MOTION
 BU1742
 BU1742  HISTORY     - Date     Condition        Report By
 BU1742  HISTORY     - 1950     MONUMENTED       CGS
 BU1742
 BU1742                          STATION DESCRIPTION
 BU1742
 BU1742'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1742'5.95 MI E FROM DICKINSON.
 BU1742'4.8 MILES EAST ALONG A BLACK TOP ROAD FROM THE POST OFFICE AT
 BU1742'DICKINSON, THENCE ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD, THENCE
 BU1742'ABOUT 0.95 MILE EAST ALONG A ROAD LEADING TO CHANCE, ABOUT 7.85 MILES
 BU1742'WEST OF THE POST OFFICE AT CHANCE, ABOUT 75 YARDS NORTHWEST OF THE TOP
 BU1742'OF A GRADE, ABOUT 80 YARDS SOUTHEAST OF THE BOTTOM OF GRADES, 138 FEET
 BU1742'SOUTHEAST OF THE CENTER OF THE JUNCTION OF A WOODS ROAD LEADING SOUTH,
 BU1742'32 FEET SOUTHWEST OF THE CENTER LINE OF THE ROAD, 28 FEET EAST OF THE
 BU1742'CENTER LINE OF THE WOODS ROAD, 2 FEET SOUTHEAST OF A WHITE WOODEN
 BU1742'WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF A
 BU1742'CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1010 ***********************************************************************
 BU1010  DESIGNATION -  G 338
 BU1010  PID         -  BU1010
 BU1010  STATE/COUNTY-  AL/MONROE
 BU1010  USGS QUAD   -  HYBART (1973)
 BU1010
 BU1010                         *CURRENT SURVEY CONTROL
 BU1010  ___________________________________________________________________
 BU1010* NAD 83(1986)-  31 46 26.     (N)    087 29 11.     (W)     SCALED    
 BU1010* NAVD 88     -        32.741  (meters)     107.42   (feet)  ADJUSTED  
 BU1010  ___________________________________________________________________
 BU1010  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1010  DYNAMIC HT  -          32.702 (meters)     107.29  (feet)  COMP
 BU1010  MODELED GRAV-     979,442.0   (mgal)                       NAVD 88
 BU1010
 BU1010  VERT ORDER  -  SECOND    CLASS 0
 BU1010
 BU1010.The horizontal coordinates were scaled from a topographic map and have
 BU1010.an estimated accuracy of +/- 6 seconds.
 BU1010
 BU1010.The orthometric height was determined by differential leveling
 BU1010.and adjusted by the National Geodetic Survey in June 1991..
 BU1010
 BU1010.The geoid height was determined by GEOID03.
 BU1010
 BU1010.The dynamic height is computed by dividing the NAVD 88
 BU1010.geopotential number by the normal gravity value computed on the
 BU1010.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1010.degrees latitude (g = 980.6199 gals.).
 BU1010
 BU1010.The modeled gravity was interpolated from observed gravity values.
 BU1010
 BU1010;                    North         East    Units  Estimated Accuracy
 BU1010;SPC AL W     -   196,650.      601,290.      MT  (+/- 180 meters Scaled)
 BU1010
 BU1010                          SUPERSEDED SURVEY CONTROL
 BU1010
 BU1010  NGVD 29 (??/??/92)   32.709  (m)          107.31   (f) ADJ UNCH    2 0
 BU1010
 BU1010.Superseded values are not recommended for survey control.
 BU1010.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1010.See file dsdata.txt to determine how the superseded data were derived.
 BU1010
 BU1010_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA539154(NAD 83)
 BU1010_MARKER: DB = BENCH MARK DISK
 BU1010_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1010_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1010_STAMPING: G 338 1950
 BU1010_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1010+STABILITY: SURFACE MOTION
 BU1010
 BU1010  HISTORY     - Date     Condition        Report By
 BU1010  HISTORY     - 1950     MONUMENTED       CGS
 BU1010
 BU1010                          STATION DESCRIPTION
 BU1010
 BU1010'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1010'6.45 MI SE FROM LOWER PEACH TREE.
 BU1010'ABOUT 2.7 MILES SOUTHEAST AND SOUTH ALONG A GRAVEL ROAD LEADING TO
 BU1010'CHANCE FROM THE POST OFFICE AT LOWER PEACH TREE, THENCE ABOUT 3.75
 BU1010'MILES SOUTHEAST ALONG A GRAVEL ROAD, SET BETWEEN MONROE HIGH SCHOOL
 BU1010'FOR COLORED AND INDEPENDENCE BAPTIST CHURCH, 86 FEET NORTHEAST OF THE
 BU1010'CENTER LINE OF THE GRAVEL ROAD, 68 FEET SOUTHEAST OF THE SOUTH CORNER
 BU1010'OF THE CHURCH BUILDING, 114.5 FEET NORTHWEST OF THE WEST CORNER OF THE
 BU1010'SCHOOL BUILDING, 2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST,
 BU1010'ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU1010'PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1718 ***********************************************************************
 BU1718  DESIGNATION -  G 339
 BU1718  PID         -  BU1718
 BU1718  STATE/COUNTY-  AL/CLARKE
 BU1718  USGS QUAD   -  WHATLEY (1972)
 BU1718
 BU1718                         *CURRENT SURVEY CONTROL
 BU1718  ___________________________________________________________________
 BU1718* NAD 83(1986)-  31 43 05.     (N)    087 38 11.     (W)     SCALED    
 BU1718* NAVD 88     -       134.407  (meters)     440.97   (feet)  ADJUSTED  
 BU1718  ___________________________________________________________________
 BU1718  GEOID HEIGHT-         -27.86  (meters)                     GEOID03
 BU1718  DYNAMIC HT  -         134.243 (meters)     440.43  (feet)  COMP
 BU1718  MODELED GRAV-     979,414.7   (mgal)                       NAVD 88
 BU1718
 BU1718  VERT ORDER  -  SECOND    CLASS 0
 BU1718
 BU1718.The horizontal coordinates were scaled from a topographic map and have
 BU1718.an estimated accuracy of +/- 6 seconds.
 BU1718
 BU1718.The orthometric height was determined by differential leveling
 BU1718.and adjusted by the National Geodetic Survey in June 1991..
 BU1718
 BU1718.The geoid height was determined by GEOID03.
 BU1718
 BU1718.The dynamic height is computed by dividing the NAVD 88
 BU1718.geopotential number by the normal gravity value computed on the
 BU1718.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1718.degrees latitude (g = 980.6199 gals.).
 BU1718
 BU1718.The modeled gravity was interpolated from observed gravity values.
 BU1718
 BU1718;                    North         East    Units  Estimated Accuracy
 BU1718;SPC AL W     -   190,470.      587,070.      MT  (+/- 180 meters Scaled)
 BU1718
 BU1718                          SUPERSEDED SURVEY CONTROL
 BU1718
 BU1718  NGVD 29 (??/??/92)  134.375  (m)          440.86   (f) ADJ UNCH    2 0
 BU1718
 BU1718.Superseded values are not recommended for survey control.
 BU1718.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1718.See file dsdata.txt to determine how the superseded data were derived.
 BU1718
 BU1718_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA397093(NAD 83)
 BU1718_MARKER: DB = BENCH MARK DISK
 BU1718_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1718_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1718_STAMPING: G 339 1950
 BU1718_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1718+STABILITY: SURFACE MOTION
 BU1718
 BU1718  HISTORY     - Date     Condition        Report By
 BU1718  HISTORY     - 1950     MONUMENTED       CGS
 BU1718
 BU1718                          STATION DESCRIPTION
 BU1718
 BU1718'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1718'5.85 MI S FROM NETTLEBORO.
 BU1718'5.85 MILES SOUTH ALONG A GRAVEL ROAD FROM THE CHURCH AND SCHOOL AT
 BU1718'NETTLEBORO, ON THE OUTSIDE OF A CURVE IN THE ROAD WITH TANGENTS NORTH
 BU1718'AND SOUTHEAST, ABOUT 25 YARDS SOUTHEAST OF THE SOUTHEAST END OF A CUT,
 BU1718'ABOUT 0.15 MILE NORTHWEST OF THE TOP OF A GRADE, 27 FEET SOUTHWEST OF
 BU1718'THE CENTER LINE OF THE ROAD, 12 FEET WEST OF A FENCE CORNER, 22 FEET
 BU1718'EAST OF THE CENTER LINE OF A TRAIL LEADING SOUTH, ABOUT LEVEL WITH THE
 BU1718'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0469 ***********************************************************************
 DH0469  DESIGNATION -  G 34
 DH0469  PID         -  DH0469
 DH0469  STATE/COUNTY-  AL/TALLADEGA
 DH0469  USGS QUAD   -  WINTERBORO (1984)
 DH0469
 DH0469                         *CURRENT SURVEY CONTROL
 DH0469  ___________________________________________________________________
 DH0469* NAD 83(1986)-  33 20 56.     (N)    086 14 18.     (W)     SCALED    
 DH0469* NAVD 88     -       142.100  (meters)     466.21   (feet)  ADJUSTED  
 DH0469  ___________________________________________________________________
 DH0469  GEOID HEIGHT-         -28.97  (meters)                     GEOID03
 DH0469  DYNAMIC HT  -         141.944 (meters)     465.69  (feet)  COMP
 DH0469  MODELED GRAV-     979,539.0   (mgal)                       NAVD 88
 DH0469
 DH0469  VERT ORDER  -  SECOND    CLASS 0
 DH0469
 DH0469.The horizontal coordinates were scaled from a topographic map and have
 DH0469.an estimated accuracy of +/- 6 seconds.
 DH0469
 DH0469.The orthometric height was determined by differential leveling
 DH0469.and adjusted by the National Geodetic Survey in June 1991..
 DH0469
 DH0469.The geoid height was determined by GEOID03.
 DH0469
 DH0469.The dynamic height is computed by dividing the NAVD 88
 DH0469.geopotential number by the normal gravity value computed on the
 DH0469.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0469.degrees latitude (g = 980.6199 gals.).
 DH0469
 DH0469.The modeled gravity was interpolated from observed gravity values.
 DH0469
 DH0469;                    North         East    Units  Estimated Accuracy
 DH0469;SPC AL E     -   315,960.      162,300.      MT  (+/- 180 meters Scaled)
 DH0469
 DH0469                          SUPERSEDED SURVEY CONTROL
 DH0469
 DH0469  NGVD 29 (??/??/92)  142.059  (m)          466.07   (f) ADJ UNCH    2 0
 DH0469
 DH0469.Superseded values are not recommended for survey control.
 DH0469.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0469.See file dsdata.txt to determine how the superseded data were derived.
 DH0469
 DH0469_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB708902(NAD 83)
 DH0469_MARKER: DB = BENCH MARK DISK
 DH0469_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0469_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0469_STAMPING: G 34 1934
 DH0469_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0469+STABILITY: SURFACE MOTION
 DH0469
 DH0469  HISTORY     - Date     Condition        Report By
 DH0469  HISTORY     - 1934     MONUMENTED       CGS
 DH0469  HISTORY     - 1948     GOOD             NGS
 DH0469  HISTORY     - 1950     GOOD             NGS
 DH0469  HISTORY     - 1981     MARK NOT FOUND   USGS
 DH0469
 DH0469                          STATION DESCRIPTION
 DH0469
 DH0469'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0469'IN ALPINE.
 DH0469'AT ALPINE, 80 FEET NORTH AND ACROSS THE SOUTHERN RAILWAY TRACKS FROM
 DH0469'THE NORTHEAST CORNER OF THE STATION, 63 FEET NORTH OF THE NORTH RAIL
 DH0469'OF THE MAIN TRACK, 54 FEET EAST OF A 48-INCH OAK TREE, 2 FEET EAST OF
 DH0469'A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE TRACK AND SET IN THE
 DH0469'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 DH0469
 DH0469                          STATION RECOVERY (1950)
 DH0469
 DH0469'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1950
 DH0469'RECOVERED IN GOOD CONDITION.
 DH0469
 DH0469                          STATION RECOVERY (1981)
 DH0469
 DH0469'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1981
 DH0469'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1762 ***********************************************************************
 BU1762  DESIGNATION -  G 340
 BU1762  PID         -  BU1762
 BU1762  STATE/COUNTY-  AL/CLARKE
 BU1762  USGS QUAD   -  CHANCE (1972)
 BU1762
 BU1762                         *CURRENT SURVEY CONTROL
 BU1762  ___________________________________________________________________
 BU1762* NAD 83(1986)-  31 39 39.     (N)    087 36 13.     (W)     SCALED    
 BU1762* NAVD 88     -        71.050  (meters)     233.10   (feet)  ADJUSTED  
 BU1762  ___________________________________________________________________
 BU1762  GEOID HEIGHT-         -27.91  (meters)                     GEOID03
 BU1762  DYNAMIC HT  -          70.964 (meters)     232.82  (feet)  COMP
 BU1762  MODELED GRAV-     979,420.0   (mgal)                       NAVD 88
 BU1762
 BU1762  VERT ORDER  -  SECOND    CLASS 0
 BU1762
 BU1762.The horizontal coordinates were scaled from a topographic map and have
 BU1762.an estimated accuracy of +/- 6 seconds.
 BU1762
 BU1762.The orthometric height was determined by differential leveling
 BU1762.and adjusted by the National Geodetic Survey in June 1991..
 BU1762
 BU1762.The geoid height was determined by GEOID03.
 BU1762
 BU1762.The dynamic height is computed by dividing the NAVD 88
 BU1762.geopotential number by the normal gravity value computed on the
 BU1762.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1762.degrees latitude (g = 980.6199 gals.).
 BU1762
 BU1762.The modeled gravity was interpolated from observed gravity values.
 BU1762
 BU1762;                    North         East    Units  Estimated Accuracy
 BU1762;SPC AL W     -   184,120.      590,170.      MT  (+/- 180 meters Scaled)
 BU1762
 BU1762                          SUPERSEDED SURVEY CONTROL
 BU1762
 BU1762  NGVD 29 (??/??/92)   71.021  (m)          233.01   (f) ADJ UNCH    2 0
 BU1762
 BU1762.Superseded values are not recommended for survey control.
 BU1762.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1762.See file dsdata.txt to determine how the superseded data were derived.
 BU1762
 BU1762_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA427030(NAD 83)
 BU1762_MARKER: DB = BENCH MARK DISK
 BU1762_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1762_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1762_STAMPING: G 340 1950
 BU1762_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1762+STABILITY: SURFACE MOTION
 BU1762
 BU1762  HISTORY     - Date     Condition        Report By
 BU1762  HISTORY     - 1950     MONUMENTED       CGS
 BU1762  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU1762
 BU1762                          STATION DESCRIPTION
 BU1762
 BU1762'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1762'6.9 MI N FROM GOSPORT.
 BU1762'3.35 MILES NORTHEAST ALONG A GRADED ROAD FROM THE METHODIST CHURCH AND
 BU1762'CEMETERY, THENCE ABOUT 3.55 MILES NORTHWEST ALONG A GRAVEL ROAD, ABOUT
 BU1762'0.55 MILE SOUTHEAST OF THE JUNCTION OF A GRAVEL ROAD WEST, ABOUT 1.25
 BU1762'MILES SOUTHEAST OF SUNNY BASS SCHOOL FOR COLORED, ABOUT 1.95 MILES
 BU1762'NORTHWEST OF LITTLE ROCK CHURCH AND CEMETERY, AT THE SOUTHEAST END OF
 BU1762'A FARM CLEARING, ABOUT 0.1 MILE SOUTHEAST OF A FARM CABIN, 34 FEET
 BU1762'NORTHEAST OF THE CENTER LINE OF THE ROAD, 80 FEET EAST AND ACROSS THE
 BU1762'ROAD FROM THE EAST CORNER OF FENCE AROUND SMALL FIELD, 58 FEET
 BU1762'SOUTHEAST OF A RAIL FENCE, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS
 BU1762'POST, 3 1/2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU1762'PROJECTING 4 INCHES.
 BU1762
 BU1762                          STATION RECOVERY (1972)
 BU1762
 BU1762'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU1762'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1181 ***********************************************************************
 BU1181  DESIGNATION -  G 341
 BU1181  PID         -  BU1181
 BU1181  STATE/COUNTY-  AL/WILCOX
 BU1181  USGS QUAD   -  CAMDEN SOUTH (1986)
 BU1181
 BU1181                         *CURRENT SURVEY CONTROL
 BU1181  ___________________________________________________________________
 BU1181* NAD 83(1986)-  31 53 27.     (N)    087 16 32.     (W)     SCALED    
 BU1181* NAVD 88     -       136.578  (meters)     448.09   (feet)  ADJUSTED  
 BU1181  ___________________________________________________________________
 BU1181  GEOID HEIGHT-         -27.67  (meters)                     GEOID03
 BU1181  DYNAMIC HT  -         136.418 (meters)     447.56  (feet)  COMP
 BU1181  MODELED GRAV-     979,465.6   (mgal)                       NAVD 88
 BU1181
 BU1181  VERT ORDER  -  SECOND    CLASS 0
 BU1181
 BU1181.The horizontal coordinates were scaled from a topographic map and have
 BU1181.an estimated accuracy of +/- 6 seconds.
 BU1181
 BU1181.The orthometric height was determined by differential leveling
 BU1181.and adjusted by the National Geodetic Survey in June 1991..
 BU1181
 BU1181.The geoid height was determined by GEOID03.
 BU1181
 BU1181.The dynamic height is computed by dividing the NAVD 88
 BU1181.geopotential number by the normal gravity value computed on the
 BU1181.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1181.degrees latitude (g = 980.6199 gals.).
 BU1181
 BU1181.The modeled gravity was interpolated from observed gravity values.
 BU1181
 BU1181;                    North         East    Units  Estimated Accuracy
 BU1181;SPC AL W     -   209,640.      621,230.      MT  (+/- 180 meters Scaled)
 BU1181
 BU1181                          SUPERSEDED SURVEY CONTROL
 BU1181
 BU1181  NGVD 29 (??/??/92)  136.547  (m)          447.99   (f) ADJ UNCH    2 0
 BU1181
 BU1181.Superseded values are not recommended for survey control.
 BU1181.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1181.See file dsdata.txt to determine how the superseded data were derived.
 BU1181
 BU1181_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA739283(NAD 83)
 BU1181_MARKER: DB = BENCH MARK DISK
 BU1181_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1181_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1181_STAMPING: G 341 1950
 BU1181_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1181+STABILITY: SURFACE MOTION
 BU1181
 BU1181  HISTORY     - Date     Condition        Report By
 BU1181  HISTORY     - 1950     MONUMENTED       CGS
 BU1181
 BU1181                          STATION DESCRIPTION
 BU1181
 BU1181'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1181'6.7 MI SW FROM NEENAH.
 BU1181'ABOUT 3.85 MILES WEST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND
 BU1181'NASHVILLE RAILROAD STATION AT NEENAH, THENCE ABOUT 0.2 MILE SOUTH
 BU1181'ALONG THE CAMDEN-NADAWAH ROAD, THENCE ABOUT 2.65 MILES WEST AND
 BU1181'SOUTHWEST ALONG A GRAVEL ROAD, AT GRAVEL HILL A.M.E. CHURCH, 204 FEET
 BU1181'NORTH OF THE NORTH END OF THE TOP CONCRETE STEP TO WEST ENTRANCE OF
 BU1181'CHURCH, 43 FEET EAST OF THE CENTER LINE OF THE ROAD, 21 1/2 FEET NORTH
 BU1181'OF A TRIANGULAR BLAZED 28-INCH PINE TREE, 19 1/2 FEET SOUTH OF A
 BU1181'TRIANGULAR BLAZED 10-INCH PINE TREE, 1 1/2 FEET WEST OF A WHITE WOODEN
 BU1181'WITNESS POST, ABOUT 3 FEET ABOVE THE ROAD AND SET IN THE TOP OF A
 BU1181'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1130 ***********************************************************************
 BU1130  DESIGNATION -  G 342
 BU1130  PID         -  BU1130
 BU1130  STATE/COUNTY-  AL/WILCOX
 BU1130  USGS QUAD   -  ROSEBUD (1981)
 BU1130
 BU1130                         *CURRENT SURVEY CONTROL
 BU1130  ___________________________________________________________________
 BU1130* NAD 83(1986)-  31 58 37.     (N)    087 12 18.     (W)     SCALED    
 BU1130* NAVD 88     -        66.654  (meters)     218.68   (feet)  ADJUSTED  
 BU1130  ___________________________________________________________________
 BU1130  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BU1130  DYNAMIC HT  -          66.576 (meters)     218.42  (feet)  COMP
 BU1130  MODELED GRAV-     979,473.3   (mgal)                       NAVD 88
 BU1130
 BU1130  VERT ORDER  -  SECOND    CLASS 0
 BU1130
 BU1130.The horizontal coordinates were scaled from a topographic map and have
 BU1130.an estimated accuracy of +/- 6 seconds.
 BU1130
 BU1130.The orthometric height was determined by differential leveling
 BU1130.and adjusted by the National Geodetic Survey in June 1991..
 BU1130
 BU1130.The geoid height was determined by GEOID03.
 BU1130
 BU1130.The dynamic height is computed by dividing the NAVD 88
 BU1130.geopotential number by the normal gravity value computed on the
 BU1130.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1130.degrees latitude (g = 980.6199 gals.).
 BU1130
 BU1130.The modeled gravity was interpolated from observed gravity values.
 BU1130
 BU1130;                    North         East    Units  Estimated Accuracy
 BU1130;SPC AL W     -   219,210.      627,880.      MT  (+/- 180 meters Scaled)
 BU1130
 BU1130                          SUPERSEDED SURVEY CONTROL
 BU1130
 BU1130  NGVD 29 (??/??/92)   66.619  (m)          218.57   (f) ADJ UNCH    2 0
 BU1130
 BU1130.Superseded values are not recommended for survey control.
 BU1130.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1130.See file dsdata.txt to determine how the superseded data were derived.
 BU1130
 BU1130_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA806378(NAD 83)
 BU1130_MARKER: DB = BENCH MARK DISK
 BU1130_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1130_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1130_STAMPING: G 342 1950
 BU1130_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1130+STABILITY: SURFACE MOTION
 BU1130
 BU1130  HISTORY     - Date     Condition        Report By
 BU1130  HISTORY     - 1950     MONUMENTED       CGS
 BU1130
 BU1130                          STATION DESCRIPTION
 BU1130
 BU1130'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU1130'IN ESTELLE.
 BU1130'AT ESTELLE, AT THE JUNCTION OF STATE HIGHWAY 10 AND A GRAVEL ROAD
 BU1130'LEADING NORTHEAST, 148 FEET NORTHEAST OF THE CENTER LINE OF THE
 BU1130'HIGHWAY, 198 FEET NORTHWEST OF THE NORTH CORNER OF A SMALL WHITE FRAME
 BU1130'CHURCH BUILDING, 41 FEET SOUTHEAST OF THE CENTER LINE OF THE GRAVEL
 BU1130'ROAD NORTHEAST, 22 FEET SOUTH OF THE CENTER LINE OF A DIM ROAD EAST,
 BU1130'10 1/2 FEET EAST OF A 26-INCH OAK TREE, 1 1/2 FEET NORTHEAST OF A
 BU1130'WHITE WOODEN WITNESS POST, 1 1/2 FEET ABOVE THE ROAD AND SET IN THE
 BU1130'TOP OF A CONCRETE POST PROJECTING 2 INCHES.  NOTE-- MARK IS ABOUT 0.6
 BU1130'MILE NORTHEAST ALONG A GRAVEL ROAD FROM THE LOUISVILLE AND NASHVILLE
 BU1130'RAILROAD STATION AT ESTELLE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2218 ***********************************************************************
 CN2218  DESIGNATION -  G 344
 CN2218  PID         -  CN2218
 CN2218  STATE/COUNTY-  AL/DALLAS
 CN2218  USGS QUAD   -  TILDEN (1987)
 CN2218
 CN2218                         *CURRENT SURVEY CONTROL
 CN2218  ___________________________________________________________________
 CN2218* NAD 83(1986)-  32 03 56.     (N)    087 08 36.     (W)     SCALED    
 CN2218* NAVD 88     -        91.114  (meters)     298.93   (feet)  ADJUSTED  
 CN2218  ___________________________________________________________________
 CN2218  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 CN2218  DYNAMIC HT  -          91.009 (meters)     298.59  (feet)  COMP
 CN2218  MODELED GRAV-     979,484.6   (mgal)                       NAVD 88
 CN2218
 CN2218  VERT ORDER  -  SECOND    CLASS 0
 CN2218
 CN2218.The horizontal coordinates were scaled from a topographic map and have
 CN2218.an estimated accuracy of +/- 6 seconds.
 CN2218
 CN2218.The orthometric height was determined by differential leveling
 CN2218.and adjusted by the National Geodetic Survey in June 1991..
 CN2218
 CN2218.The geoid height was determined by GEOID03.
 CN2218
 CN2218.The dynamic height is computed by dividing the NAVD 88
 CN2218.geopotential number by the normal gravity value computed on the
 CN2218.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2218.degrees latitude (g = 980.6199 gals.).
 CN2218
 CN2218.The modeled gravity was interpolated from observed gravity values.
 CN2218
 CN2218;                    North         East    Units  Estimated Accuracy
 CN2218;SPC AL W     -   229,050.      633,680.      MT  (+/- 180 meters Scaled)
 CN2218
 CN2218                          SUPERSEDED SURVEY CONTROL
 CN2218
 CN2218  NGVD 29 (??/??/92)   91.078  (m)          298.81   (f) ADJ UNCH    2 0
 CN2218
 CN2218.Superseded values are not recommended for survey control.
 CN2218.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2218.See file dsdata.txt to determine how the superseded data were derived.
 CN2218
 CN2218_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA864477(NAD 83)
 CN2218_MARKER: DB = BENCH MARK DISK
 CN2218_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2218_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2218_STAMPING: G 344 1950
 CN2218_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2218+STABILITY: SURFACE MOTION
 CN2218
 CN2218  HISTORY     - Date     Condition        Report By
 CN2218  HISTORY     - 1950     MONUMENTED       CGS
 CN2218
 CN2218                          STATION DESCRIPTION
 CN2218
 CN2218'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2218'IN TILDEN.
 CN2218'AT TILDEN, AT THE CROSSROADS, ABOUT 0.85 MILE SOUTH OF THE JUNCTION OF
 CN2218'STATE HIGHWAY 43, 127 FEET SOUTHEAST OF THE CENTER OF THE
 CN2218'INTERSECTION, 53 FEET EAST OF THE CENTER LINE OF THE ROAD SOUTH, 37
 CN2218'FEET SOUTH OF THE CENTER LINE OF THE ROAD EAST, 43 FEET NORTHWEST OF
 CN2218'THE NORTH CORNER OF AN ABANDONED CHURCH BUILDING, 11 FEET
 CN2218'EAST-NORTHEAST OF A 36-INCH PINE TREE, 1 1/2 FEET NORTH OF A WHITE
 CN2218'WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE THE INTERSECTION AND SET IN
 CN2218'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE
 CN2218'REACHED FROM THE COURT HOUSE AT CEMDEN BY GOING ABOUT 0.7 MILE EAST
 CN2218'ALONG STATE HIGHWAYS 10 AND 11, THENCE ABOUT 10.05 MILES NORTHEAST
 CN2218'ALONG STATE HIGHWAY 43, THENCE ABOUT 0.85 MILE SOUTH ALONG A GRAVEL
 CN2218'ROAD TO THE CROSSROADS AT TILDEN.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2204 ***********************************************************************
 CN2204  DESIGNATION -  G 345
 CN2204  PID         -  CN2204
 CN2204  STATE/COUNTY-  AL/DALLAS
 CN2204  USGS QUAD   -  ELM BLUFF (1987)
 CN2204
 CN2204                         *CURRENT SURVEY CONTROL
 CN2204  ___________________________________________________________________
 CN2204* NAD 83(1986)-  32 08 30.     (N)    087 04 11.     (W)     SCALED    
 CN2204* NAVD 88     -       113.175  (meters)     371.31   (feet)  ADJUSTED  
 CN2204  ___________________________________________________________________
 CN2204  GEOID HEIGHT-         -27.44  (meters)                     GEOID03
 CN2204  DYNAMIC HT  -         113.047 (meters)     370.89  (feet)  COMP
 CN2204  MODELED GRAV-     979,497.7   (mgal)                       NAVD 88
 CN2204
 CN2204  VERT ORDER  -  SECOND    CLASS 0
 CN2204
 CN2204.The horizontal coordinates were scaled from a topographic map and have
 CN2204.an estimated accuracy of +/- 6 seconds.
 CN2204
 CN2204.The orthometric height was determined by differential leveling
 CN2204.and adjusted by the National Geodetic Survey in June 1991..
 CN2204
 CN2204.The geoid height was determined by GEOID03.
 CN2204
 CN2204.The dynamic height is computed by dividing the NAVD 88
 CN2204.geopotential number by the normal gravity value computed on the
 CN2204.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2204.degrees latitude (g = 980.6199 gals.).
 CN2204
 CN2204.The modeled gravity was interpolated from observed gravity values.
 CN2204
 CN2204;                    North         East    Units  Estimated Accuracy
 CN2204;SPC AL W     -   237,510.      640,590.      MT  (+/- 180 meters Scaled)
 CN2204
 CN2204                          SUPERSEDED SURVEY CONTROL
 CN2204
 CN2204  NGVD 29 (??/??/92)  113.138  (m)          371.19   (f) ADJ UNCH    2 0
 CN2204
 CN2204.Superseded values are not recommended for survey control.
 CN2204.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2204.See file dsdata.txt to determine how the superseded data were derived.
 CN2204
 CN2204_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA934561(NAD 83)
 CN2204_MARKER: DB = BENCH MARK DISK
 CN2204_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2204_SP_SET: CULVERT
 CN2204_STAMPING: G 345 1950
 CN2204_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2204
 CN2204  HISTORY     - Date     Condition        Report By
 CN2204  HISTORY     - 1950     MONUMENTED       CGS
 CN2204
 CN2204                          STATION DESCRIPTION
 CN2204
 CN2204'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 CN2204'4.8 MI NW FROM CARLOWVILLE.
 CN2204'ABOUT 4.8 MILES NORTHWEST ALONG STATE HIGHWAY 100 FROM THE JUNCTION OF
 CN2204'THE MINTER ROAD AT CARLOWVILLE, ABOUT 0.4 MILE SOUTHEAST OF THE
 CN2204'JUNCTION OF STATE HIGHWAY 43, AT A DIM DRIVE NEAR THE TOP OF A HILL
 CN2204'DECENDING NORTHWEST, SET IN THE TOP OF THE NORTHEAST END OF A WING
 CN2204'WALL EXTENDING NORTHEAST FROM THE NORTHWEST END OF THE CONCRETE HEAD
 CN2204'WALL OF A PIPE CULVERT UNDER HIGHWAY, 30 FEET NORTHEAST OF THE
 CN2204'CENTERLINE OF THE HIGHWAY, 13 FEET SOUTHEAST OF THE CENTER LINE OF THE
 CN2204'PRIVATE DRIVE, AND ABOUT 4 1/2 FEET BELOW THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0999 ***********************************************************************
 BU0999  DESIGNATION -  G 346
 BU0999  PID         -  BU0999
 BU0999  STATE/COUNTY-  AL/MONROE
 BU0999  USGS QUAD   -  MEXIA (1986)
 BU0999
 BU0999                         *CURRENT SURVEY CONTROL
 BU0999  ___________________________________________________________________
 BU0999* NAD 83(1986)-  31 33 04.     (N)    087 28 19.     (W)     SCALED    
 BU0999* NAVD 88     -        26.816  (meters)      87.98   (feet)  ADJUSTED  
 BU0999  ___________________________________________________________________
 BU0999  GEOID HEIGHT-         -27.92  (meters)                     GEOID03
 BU0999  DYNAMIC HT  -          26.783 (meters)      87.87  (feet)  COMP
 BU0999  MODELED GRAV-     979,414.4   (mgal)                       NAVD 88
 BU0999
 BU0999  VERT ORDER  -  SECOND    CLASS 0
 BU0999
 BU0999.The horizontal coordinates were scaled from a topographic map and have
 BU0999.an estimated accuracy of +/- 6 seconds.
 BU0999
 BU0999.The orthometric height was determined by differential leveling
 BU0999.and adjusted by the National Geodetic Survey in June 1991..
 BU0999
 BU0999.The geoid height was determined by GEOID03.
 BU0999
 BU0999.The dynamic height is computed by dividing the NAVD 88
 BU0999.geopotential number by the normal gravity value computed on the
 BU0999.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0999.degrees latitude (g = 980.6199 gals.).
 BU0999
 BU0999.The modeled gravity was interpolated from observed gravity values.
 BU0999
 BU0999;                    North         East    Units  Estimated Accuracy
 BU0999;SPC AL W     -   171,950.      602,660.      MT  (+/- 180 meters Scaled)
 BU0999
 BU0999                          SUPERSEDED SURVEY CONTROL
 BU0999
 BU0999  NGVD 29 (??/??/92)   26.786  (m)           87.88   (f) ADJ UNCH    2 0
 BU0999
 BU0999.Superseded values are not recommended for survey control.
 BU0999.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0999.See file dsdata.txt to determine how the superseded data were derived.
 BU0999
 BU0999_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV552907(NAD 83)
 BU0999_MARKER: DB = BENCH MARK DISK
 BU0999_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0999_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0999_STAMPING: G 346 1950
 BU0999_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0999+STABILITY: SURFACE MOTION
 BU0999
 BU0999  HISTORY     - Date     Condition        Report By
 BU0999  HISTORY     - 1950     MONUMENTED       CGS
 BU0999  HISTORY     - 1972     MARK NOT FOUND   NGS
 BU0999
 BU0999                          STATION DESCRIPTION
 BU0999
 BU0999'DESCRIBED BY COAST AND GEODETIC SURVEY 1950
 BU0999'5.25 MI NE FROM PERDUE HILL.
 BU0999'ABOUT 1.55 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE POST OFFICE AT
 BU0999'PERDUE HILL, THENCE ABOUT 3.7 MILES NORTH ALONG A PRIVATE AND OLD
 BU0999'GRAVEL ROAD LEADING TO NIXON, AT THE BOTTOM OF A HILL AND THE JUNCTION
 BU0999'OF AN OLD ROAD LEADING NORTH AND DOWNHILL TO A SMALL CREEK, ABOUT 0.85
 BU0999'MILE SOUTHWEST OF THE CROSSING OF LIMESTONE CREEK, ABOUT 120 YARDS
 BU0999'SOUTH OF AN OLD SAW MILL SITE, ABOUT 0.65 MILE NORTH OF TWO SMALL
 BU0999'BRIDGES, 18 FEET SOUTHEAST OF THE CENTER OF THE ROAD, 76 FEET SOUTH OF
 BU0999'THE CENTER OF THE JUNCTION, 2 FEET WEST OF A WHITE WOODEN WITNESS
 BU0999'POST, 1 FOOT ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST
 BU0999'PROJECTING 3 INCHES.
 BU0999
 BU0999                          STATION RECOVERY (1972)
 BU0999
 BU0999'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1972
 BU0999'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0770 ***********************************************************************
 BU0770  DESIGNATION -  G 347
 BU0770  PID         -  BU0770
 BU0770  STATE/COUNTY-  AL/BUTLER
 BU0770  USGS QUAD   -  FORT DALE (1981)
 BU0770
 BU0770                         *CURRENT SURVEY CONTROL
 BU0770  ___________________________________________________________________
 BU0770* NAD 83(1986)-  31 56 05.     (N)    086 41 54.     (W)     SCALED    
 BU0770* NAVD 88     -       134.589  (meters)     441.56   (feet)  ADJUSTED  
 BU0770  ___________________________________________________________________
 BU0770  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BU0770  DYNAMIC HT  -         134.427 (meters)     441.03  (feet)  COMP
 BU0770  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 BU0770
 BU0770  VERT ORDER  -  SECOND    CLASS 0
 BU0770
 BU0770.The horizontal coordinates were scaled from a topographic map and have
 BU0770.an estimated accuracy of +/- 6 seconds.
 BU0770
 BU0770.The orthometric height was determined by differential leveling
 BU0770.and adjusted by the National Geodetic Survey in June 1991..
 BU0770
 BU0770.The geoid height was determined by GEOID03.
 BU0770
 BU0770.The dynamic height is computed by dividing the NAVD 88
 BU0770.geopotential number by the normal gravity value computed on the
 BU0770.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0770.degrees latitude (g = 980.6199 gals.).
 BU0770
 BU0770.The modeled gravity was interpolated from observed gravity values.
 BU0770
 BU0770;                    North         East    Units  Estimated Accuracy
 BU0770;SPC AL W     -   214,770.      675,800.      MT  (+/- 180 meters Scaled)
 BU0770
 BU0770                          SUPERSEDED SURVEY CONTROL
 BU0770
 BU0770  NGVD 29 (??/??/92)  134.555  (m)          441.45   (f) ADJ UNCH    2 0
 BU0770
 BU0770.Superseded values are not recommended for survey control.
 BU0770.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0770.See file dsdata.txt to determine how the superseded data were derived.
 BU0770
 BU0770_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA285332(NAD 83)
 BU0770_MARKER: DB = BENCH MARK DISK
 BU0770_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0770_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0770_STAMPING: G 347 1951
 BU0770_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0770+STABILITY: SURFACE MOTION
 BU0770
 BU0770  HISTORY     - Date     Condition        Report By
 BU0770  HISTORY     - 1951     MONUMENTED       CGS
 BU0770  HISTORY     - 1969     MARK NOT FOUND   NGS
 BU0770
 BU0770                          STATION DESCRIPTION
 BU0770
 BU0770'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0770'4.75 MI S FROM CLOVER HILL.
 BU0770'4.75 MILES SOUTH ALONG A DIRT AND GRAVEL ROAD FROM THE SCHOOL AT
 BU0770'CLOVER HILL, ABOUT 0.8 MILE SOUTH OF POOL SCHOOL, ABOUT 0.4 MILE SOUTH
 BU0770'OF THE JUNCTION OF A TRAIL EAST, AT THE TOP OF GRADES, 80 FEET WEST OF
 BU0770'THE CENTER LINE OF THE ROAD, 59 FEET WEST OF A FENCE LINE, ABOUT 35
 BU0770'YARDS SOUTHWEST OF THE TOP OF GRADE, 233 FEET WEST-SOUTHWEST AND
 BU0770'ACROSS ROAD FROM THE SOUTHWEST CORNER OF A FARM HOUSE, 61 FEET WEST OF
 BU0770'THE CENTER OF A GAP IN FENCE LINE, 12 FEET NORTHWEST OF THE CENTER
 BU0770'LINE OF A WOODS TRAIL SOUTHWEST, 2 FEET SOUTH OF A WHITE WOODEN
 BU0770'WITNESS POST, ABOUT 4 FEET BELOW THE ROAD AND SET IN THE TOP OF A
 BU0770'CONCRETE POST PROJECTING 4 INCHES.
 BU0770
 BU0770                          STATION RECOVERY (1969)
 BU0770
 BU0770'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1969
 BU0770'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0663 ***********************************************************************
 BU0663  DESIGNATION -  G 349
 BU0663  PID         -  BU0663
 BU0663  STATE/COUNTY-  AL/BUTLER
 BU0663  USGS QUAD   -  FOREST HOME (1981)
 BU0663
 BU0663                         *CURRENT SURVEY CONTROL
 BU0663  ___________________________________________________________________
 BU0663* NAD 83(1986)-  31 48 44.     (N)    086 50 08.     (W)     SCALED    
 BU0663* NAVD 88     -        90.428  (meters)     296.68   (feet)  ADJUSTED  
 BU0663  ___________________________________________________________________
 BU0663  GEOID HEIGHT-         -27.48  (meters)                     GEOID03
 BU0663  DYNAMIC HT  -          90.319 (meters)     296.32  (feet)  COMP
 BU0663  MODELED GRAV-     979,430.6   (mgal)                       NAVD 88
 BU0663
 BU0663  VERT ORDER  -  SECOND    CLASS 0
 BU0663
 BU0663.The horizontal coordinates were scaled from a topographic map and have
 BU0663.an estimated accuracy of +/- 6 seconds.
 BU0663
 BU0663.The orthometric height was determined by differential leveling
 BU0663.and adjusted by the National Geodetic Survey in June 1991..
 BU0663
 BU0663.The geoid height was determined by GEOID03.
 BU0663
 BU0663.The dynamic height is computed by dividing the NAVD 88
 BU0663.geopotential number by the normal gravity value computed on the
 BU0663.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0663.degrees latitude (g = 980.6199 gals.).
 BU0663
 BU0663.The modeled gravity was interpolated from observed gravity values.
 BU0663
 BU0663;                    North         East    Units  Estimated Accuracy
 BU0663;SPC AL W     -   201,100.      662,910.      MT  (+/- 180 meters Scaled)
 BU0663
 BU0663                          SUPERSEDED SURVEY CONTROL
 BU0663
 BU0663  NGVD 29 (??/??/92)   90.406  (m)          296.61   (f) ADJ UNCH    2 0
 BU0663
 BU0663.Superseded values are not recommended for survey control.
 BU0663.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0663.See file dsdata.txt to determine how the superseded data were derived.
 BU0663
 BU0663_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA155196(NAD 83)
 BU0663_MARKER: DB = BENCH MARK DISK
 BU0663_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0663_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0663_STAMPING: G 349 1951
 BU0663_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0663+STABILITY: SURFACE MOTION
 BU0663
 BU0663  HISTORY     - Date     Condition        Report By
 BU0663  HISTORY     - 1951     MONUMENTED       CGS
 BU0663  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0663
 BU0663                          STATION DESCRIPTION
 BU0663
 BU0663'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0663'1.65 MI NE FROM BUTLER SPRINGS.
 BU0663'0.3 MILE NORTH ALONG A GRAVEL ROAD FROM THE BAPTIST CHURCH AND
 BU0663'CEMETERY AT BUTLER SPRINGS, THENCE ABOUT 1.35 MILES NORTHEAST ALONG A
 BU0663'GRAVEL ROAD, ABOUT 0.9 MILE SOUTHWEST OF THE JUNCTION OF STATE HIGHWAY
 BU0663'10 AND A BLACK TOP ROAD LEADING NORTH TO FOREST HOME, ABOUT 0.15 MILE
 BU0663'NORTHEAST OF A WOODEN BRIDGE OVER A CREEK, 33 FEET NORTHWEST OF THE
 BU0663'CENTER LINE OF THE ROAD, 51 FEET NORTHWEST AND ACROSS THE ROAD FROM A
 BU0663'POWER POLE WITH TRANSFORMER, 2 FEET EAST OF A WHITE WOODEN WITNESS
 BU0663'POST, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 BU0663'POST PROJECTING 3 INCHES.
 BU0663
 BU0663                          STATION RECOVERY (1976)
 BU0663
 BU0663'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0663'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH1163 ***********************************************************************
 DH1163  DESIGNATION -  G 35
 DH1163  PID         -  DH1163
 DH1163  STATE/COUNTY-  AL/JEFFERSON
 DH1163  USGS QUAD   -  LEEDS (1978)
 DH1163
 DH1163                         *CURRENT SURVEY CONTROL
 DH1163  ___________________________________________________________________
 DH1163* NAD 83(1986)-  33 33 18.     (N)    086 34 16.     (W)     SCALED    
 DH1163* NAVD 88     -       203.242  (meters)     666.80   (feet)  ADJUSTED  
 DH1163  ___________________________________________________________________
 DH1163  GEOID HEIGHT-         -29.18  (meters)                     GEOID03
 DH1163  DYNAMIC HT  -         203.016 (meters)     666.06  (feet)  COMP
 DH1163  MODELED GRAV-     979,522.0   (mgal)                       NAVD 88
 DH1163
 DH1163  VERT ORDER  -  SECOND    CLASS 0
 DH1163
 DH1163.The horizontal coordinates were scaled from a topographic map and have
 DH1163.an estimated accuracy of +/- 6 seconds.
 DH1163
 DH1163.The orthometric height was determined by differential leveling
 DH1163.and adjusted by the National Geodetic Survey in June 1991..
 DH1163
 DH1163.The geoid height was determined by GEOID03.
 DH1163
 DH1163.The dynamic height is computed by dividing the NAVD 88
 DH1163.geopotential number by the normal gravity value computed on the
 DH1163.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH1163.degrees latitude (g = 980.6199 gals.).
 DH1163
 DH1163.The modeled gravity was interpolated from observed gravity values.
 DH1163
 DH1163;                    North         East    Units  Estimated Accuracy
 DH1163;SPC AL W     -   394,550.      686,260.      MT  (+/- 180 meters Scaled)
 DH1163
 DH1163                          SUPERSEDED SURVEY CONTROL
 DH1163
 DH1163  NGVD 29 (??/??/92)  203.203  (m)          666.68   (f) ADJ UNCH    2 0
 DH1163
 DH1163.Superseded values are not recommended for survey control.
 DH1163.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH1163.See file dsdata.txt to determine how the superseded data were derived.
 DH1163
 DH1163_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEC398128(NAD 83)
 DH1163_MARKER: DB = BENCH MARK DISK
 DH1163_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH1163_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH1163_STAMPING: G-35--1934
 DH1163_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH1163+STABILITY: SURFACE MOTION
 DH1163
 DH1163  HISTORY     - Date     Condition        Report By
 DH1163  HISTORY     - 1934     MONUMENTED       CGS
 DH1163  HISTORY     - 1958     MARK NOT FOUND   USGS
 DH1163
 DH1163                          STATION DESCRIPTION
 DH1163
 DH1163'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 DH1163'2 MI W FROM LEEDS.
 DH1163'IS LOCATED 2 MILES WEST OF THE CENTRAL OF GEORGIA DEPOT AT LEEDS.  77
 DH1163'YARDS WEST OF SECTION MOTOR CAR SHED.  52 YARDS EAST OF ROAD CROSSING.
 DH1163'19.5 FEET SOUTH OF SOUTH RAIL OF SOUTH TRACK.  6.3 FEET EAST OF
 DH1163'TELEGRAPH POLE.  STANDARD TABLET SET IN TOP OF CONCRETE POST 3 INCHES
 DH1163'HIGH.
 DH1163
 DH1163                          STATION RECOVERY (1958)
 DH1163
 DH1163'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1958
 DH1163'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0760 ***********************************************************************
 BU0760  DESIGNATION -  G 350
 BU0760  PID         -  BU0760
 BU0760  STATE/COUNTY-  AL/LOWNDES
 BU0760  USGS QUAD   -  FORT DALE (1981)
 BU0760
 BU0760                         *CURRENT SURVEY CONTROL
 BU0760  ___________________________________________________________________
 BU0760* NAD 83(1986)-  31 59 10.     (N)    086 44 24.     (W)     SCALED    
 BU0760* NAVD 88     -        94.089  (meters)     308.69   (feet)  ADJUSTED  
 BU0760  ___________________________________________________________________
 BU0760  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 BU0760  DYNAMIC HT  -          93.977 (meters)     308.32  (feet)  COMP
 BU0760  MODELED GRAV-     979,449.7   (mgal)                       NAVD 88
 BU0760
 BU0760  VERT ORDER  -  SECOND    CLASS 0
 BU0760
 BU0760.The horizontal coordinates were scaled from a topographic map and have
 BU0760.an estimated accuracy of +/- 6 seconds.
 BU0760
 BU0760.The orthometric height was determined by differential leveling
 BU0760.and adjusted by the National Geodetic Survey in June 1991..
 BU0760
 BU0760.The geoid height was determined by GEOID03.
 BU0760
 BU0760.The dynamic height is computed by dividing the NAVD 88
 BU0760.geopotential number by the normal gravity value computed on the
 BU0760.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0760.degrees latitude (g = 980.6199 gals.).
 BU0760
 BU0760.The modeled gravity was interpolated from observed gravity values.
 BU0760
 BU0760;                    North         East    Units  Estimated Accuracy
 BU0760;SPC AL W     -   220,440.      671,820.      MT  (+/- 180 meters Scaled)
 BU0760
 BU0760                          SUPERSEDED SURVEY CONTROL
 BU0760
 BU0760  NGVD 29 (??/??/92)   94.043  (m)          308.54   (f) ADJ UNCH    2 0
 BU0760
 BU0760.Superseded values are not recommended for survey control.
 BU0760.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0760.See file dsdata.txt to determine how the superseded data were derived.
 BU0760
 BU0760_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA245389(NAD 83)
 BU0760_MARKER: DB = BENCH MARK DISK
 BU0760_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0760_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0760_STAMPING: G 350 1951
 BU0760_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0760+STABILITY: SURFACE MOTION
 BU0760
 BU0760  HISTORY     - Date     Condition        Report By
 BU0760  HISTORY     - 1951     MONUMENTED       CGS
 BU0760
 BU0760                          STATION DESCRIPTION
 BU0760
 BU0760'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0760'12.65 MI NE FROM FOREST HOME.
 BU0760'2.15 MILES NORTHEAST ALONG A GRAVEL ROAD FROM THE POST OFFICE AT
 BU0760'FOREST HOME, THENCE ABOUT 0.3 MILE NORTHWEST ALONG A GRAVEL ROAD,
 BU0760'THENCE ABOUT 2.8 MILES NORTHEAST ALONG A GRAVEL ROAD, THENCE ABOUT 0.3
 BU0760'MILE NORTHWEST ALONG A GRAVEL ROAD VIA CRENSHAWS COTTON GIN, THENCE
 BU0760'ABOUT 7.1 MILES NORTHEAST ALONG A DIRT ROAD, ABOUT 0.4 MILE SOUTHWEST
 BU0760'OF THE JUNCTION OF A NORTHWEST-SOUTHEAST DIRT ROAD, ABOUT 0.4 MILE
 BU0760'NORTHEAST OF A GAP ACROSS ROAD AND THE NORTH EDGE OF A CLEARING, ABOUT
 BU0760'0.2 MILE NORTHEAST OF A CULVERT OVER A CREEK BRANCH, 32 1/2 FEET EAST
 BU0760'OF THE CENTER LINE OF THE ROAD, 159 FEET SOUTH OF THE EAST END OF A
 BU0760'15-INCH PIPE CULVERT UNDER ROAD, 49 1/2 FEET EAST AND ACROSS ROAD FROM
 BU0760'A 30-INCH PIN OAK TREE (THE LARGEST ONE OF A SMALL GROUP OF OAK
 BU0760'TREES), 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE
 BU0760'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
 BU0760'NOTE-- MARK MAY BE REACHED FROM THE BAPTIST CHURCH AT BRAGGS, LOWNDES
 BU0760'COUNTY BY GOING ABOUT 2.15 MILES EAST ALONG STATE HIGHWAY 11, THENCE
 BU0760'ABOUT 2.8 MILES SOUTH ALONG A GRAVEL ROAD, THENCE ABOUT 2.4 MILES
 BU0760'SOUTHEAST ALONG A DIRT ROAD, THENCE 0.4 MILE SOUTHWEST ALONG A DIRT
 BU0760'ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 AA9991 ***********************************************************************
 AA9991  DESIGNATION -  G 351 RESET
 AA9991  PID         -  AA9991
 AA9991  STATE/COUNTY-  AL/WILCOX
 AA9991  USGS QUAD   -  PINE APPLE NORTH (1981)
 AA9991
 AA9991                         *CURRENT SURVEY CONTROL
 AA9991  ___________________________________________________________________
 AA9991* NAD 83(1986)-  31 59 45.     (N)    086 53 45.     (W)     SCALED    
 AA9991* NAVD 88     -        57.83   (meters)     189.7    (feet)  RESET     
 AA9991  ___________________________________________________________________
 AA9991  GEOID HEIGHT-         -27.45  (meters)                     GEOID03
 AA9991
 AA9991  VERT ORDER  -  THIRD
 AA9991
 AA9991.The horizontal coordinates were scaled from a topographic map and have
 AA9991.an estimated accuracy of +/- 6 seconds.
 AA9991
 AA9991.The orthometric height was computed from unverified reset data.
 AA9991
 AA9991.The geoid height was determined by GEOID03.
 AA9991
 AA9991;                    North         East    Units  Estimated Accuracy
 AA9991;SPC AL W     -   221,420.      657,090.      MT  (+/- 180 meters Scaled)
 AA9991
 AA9991                          SUPERSEDED SURVEY CONTROL
 AA9991
 AA9991.No superseded survey control is available for this station.
 AA9991
 AA9991_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA098399(NAD 83)
 AA9991_MARKER: DV = VERTICAL CONTROL DISK
 AA9991_SETTING: 38 = SET IN THE ABUTMENT OR PIER OF A LARGE BRIDGE
 AA9991_SP_SET: BRIDGE ABUTMENT
 AA9991_STAMPING: G 351 1951 RESET 1993
 AA9991_MARK LOGO: NGS   
 AA9991_MAGNETIC: N = NO MAGNETIC MATERIAL
 AA9991_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 AA9991
 AA9991  HISTORY     - Date     Condition        Report By
 AA9991  HISTORY     - 1994     MONUMENTED       ALHD
 AA9991
 AA9991                          STATION DESCRIPTION
 AA9991
 AA9991'DESCRIBED BY ALABAMA HIGHWAY DEPARTMENT 1994 (RM)
 AA9991'3.98 MI (6.41 KM) EAST ALONG STATE HIGHWAY 21 FROM THE CROSSROADS AT
 AA9991'FURMAN, SET IN THE TOP OF THE NORTHEAST ABUTMENT WING OF BRIDGE OVER
 AA9991'CEDAR CREEK, 22.0 FT (6.7 M) NORTHWEST OF THE CENTERLINE OF THE
 AA9991'HIGHWAY AND ABOUT 1-FOOT ABOVE THE HIGHWAY.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0727 ***********************************************************************
 BU0727  DESIGNATION -  G 352
 BU0727  PID         -  BU0727
 BU0727  STATE/COUNTY-  AL/WILCOX
 BU0727  USGS QUAD   -  PINE APPLE NORTH (1981)
 BU0727
 BU0727                         *CURRENT SURVEY CONTROL
 BU0727  ___________________________________________________________________
 BU0727* NAD 83(1986)-  31 53 21.     (N)    086 58 27.     (W)     SCALED    
 BU0727* NAVD 88     -        65.682  (meters)     215.49   (feet)  ADJUSTED  
 BU0727  ___________________________________________________________________
 BU0727  GEOID HEIGHT-         -27.53  (meters)                     GEOID03
 BU0727  DYNAMIC HT  -          65.603 (meters)     215.23  (feet)  COMP
 BU0727  MODELED GRAV-     979,446.0   (mgal)                       NAVD 88
 BU0727
 BU0727  VERT ORDER  -  SECOND    CLASS 0
 BU0727
 BU0727.The horizontal coordinates were scaled from a topographic map and have
 BU0727.an estimated accuracy of +/- 6 seconds.
 BU0727
 BU0727.The orthometric height was determined by differential leveling
 BU0727.and adjusted by the National Geodetic Survey in June 1991..
 BU0727
 BU0727.The geoid height was determined by GEOID03.
 BU0727
 BU0727.The dynamic height is computed by dividing the NAVD 88
 BU0727.geopotential number by the normal gravity value computed on the
 BU0727.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0727.degrees latitude (g = 980.6199 gals.).
 BU0727
 BU0727.The modeled gravity was interpolated from observed gravity values.
 BU0727
 BU0727;                    North         East    Units  Estimated Accuracy
 BU0727;SPC AL W     -   209,560.      649,740.      MT  (+/- 180 meters Scaled)
 BU0727
 BU0727                          SUPERSEDED SURVEY CONTROL
 BU0727
 BU0727  NGVD 29 (??/??/92)   65.625  (m)          215.30   (f) ADJ UNCH    2 0
 BU0727
 BU0727.Superseded values are not recommended for survey control.
 BU0727.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0727.See file dsdata.txt to determine how the superseded data were derived.
 BU0727
 BU0727_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA024281(NAD 83)
 BU0727_MARKER: DB = BENCH MARK DISK
 BU0727_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0727_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0727_STAMPING: G 352 1951
 BU0727_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0727+STABILITY: SURFACE MOTION
 BU0727
 BU0727  HISTORY     - Date     Condition        Report By
 BU0727  HISTORY     - 1951     MONUMENTED       CGS
 BU0727  HISTORY     - 1976     MARK NOT FOUND   NGS
 BU0727
 BU0727                          STATION DESCRIPTION
 BU0727
 BU0727'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0727'1.55 MI NE FROM PINE APPLE.
 BU0727'0.5 MILE NORTH ALONG A BLACK TOP ROAD FROM THE JUNCTON OF STATE
 BU0727'HIGHWAY 10 AND POST OFFICE AT PINE APPLE, THENCE ABOUT 1.05 MILES
 BU0727'NORTHEAST ALONG A GRAVEL ROAD, ABOUT 0.75 MILE SOUTHWEST OF THE
 BU0727'JUNCTION OF A ROAD EAST, ABOUT 0.15 MILE SOUTHWEST OF A WOODEN BRIDGE
 BU0727'OVER TURKEY CREEK, ABOUT 40 YARDS NORTHEAST OF THE NORTHEAST END OF A
 BU0727'THRU CUT, SET AT A GATE TO A LARGE OPEN PASTURE, 30 FEET SOUTHEAST OF
 BU0727'THE CENTER LINE OF THE ROAD, 49 FEET SOUTHEAST AND ACROSS THE ROAD
 BU0727'FROM A 16-INCH FORKED ELM TREE, 9 1/2 FEET NORTHEAST OF THE CENTER OF
 BU0727'GATE, 1 FOOT NORTHWEST OF A FENCE LINE, 2 FEET NORTHEAST OF A WHITE
 BU0727'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW THE ROAD AND SET IN THE TOP OF
 BU0727'A CONCRETE POST PROJECTING 6 INCHES.
 BU0727
 BU0727                          STATION RECOVERY (1976)
 BU0727
 BU0727'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1976
 BU0727'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0676 ***********************************************************************
 BU0676  DESIGNATION -  G 354
 BU0676  PID         -  BU0676
 BU0676  STATE/COUNTY-  AL/MONROE
 BU0676  USGS QUAD   -  PINE APPLE SOUTH (1981)
 BU0676
 BU0676                         *CURRENT SURVEY CONTROL
 BU0676  ___________________________________________________________________
 BU0676* NAD 83(1986)-  31 45 33.     (N)    086 59 18.     (W)     SCALED    
 BU0676* NAVD 88     -       114.543  (meters)     375.80   (feet)  ADJUSTED  
 BU0676  ___________________________________________________________________
 BU0676  GEOID HEIGHT-         -27.52  (meters)                     GEOID03
 BU0676  DYNAMIC HT  -         114.405 (meters)     375.34  (feet)  COMP
 BU0676  MODELED GRAV-     979,434.4   (mgal)                       NAVD 88
 BU0676
 BU0676  VERT ORDER  -  SECOND    CLASS 0
 BU0676
 BU0676.The horizontal coordinates were scaled from a topographic map and have
 BU0676.an estimated accuracy of +/- 6 seconds.
 BU0676
 BU0676.The orthometric height was determined by differential leveling
 BU0676.and adjusted by the National Geodetic Survey in June 1991..
 BU0676
 BU0676.The geoid height was determined by GEOID03.
 BU0676
 BU0676.The dynamic height is computed by dividing the NAVD 88
 BU0676.geopotential number by the normal gravity value computed on the
 BU0676.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0676.degrees latitude (g = 980.6199 gals.).
 BU0676
 BU0676.The modeled gravity was interpolated from observed gravity values.
 BU0676
 BU0676;                    North         East    Units  Estimated Accuracy
 BU0676;SPC AL W     -   195,140.      648,470.      MT  (+/- 180 meters Scaled)
 BU0676
 BU0676                          SUPERSEDED SURVEY CONTROL
 BU0676
 BU0676  NGVD 29 (??/??/92)  114.520  (m)          375.72   (f) ADJ UNCH    2 0
 BU0676
 BU0676.Superseded values are not recommended for survey control.
 BU0676.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0676.See file dsdata.txt to determine how the superseded data were derived.
 BU0676
 BU0676_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA011137(NAD 83)
 BU0676_MARKER: DB = BENCH MARK DISK
 BU0676_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0676_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0676_STAMPING: G 354 1951
 BU0676_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0676+STABILITY: SURFACE MOTION
 BU0676
 BU0676  HISTORY     - Date     Condition        Report By
 BU0676  HISTORY     - 1951     MONUMENTED       CGS
 BU0676  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0676
 BU0676                          STATION DESCRIPTION
 BU0676
 BU0676'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0676'0.95 MI SE FROM OLD TEXAS.
 BU0676'0.5 MILE ALONG A GRAVEL ROAD FROM THE INTERSECTION OF STATE HIGHWAY 47
 BU0676'AT OLD TEXAS, THENCE ABOUT 0.45 MILE SOUTHEAST ALONG A GRAVEL ROAD,
 BU0676'ABOUT 0.45 MILE SOUTHEAST OF THE BETHLEHEM METHODIST CHURCH AND
 BU0676'CEMETERY, ABOUT 0.35 MILE SOUTHEAST OF A SCHOOL, ABOUT 0.35 MILE
 BU0676'NORTHWEST OF A 45-FOOT WOODEN BRIDGE OVER STURDIVANT CREEK, AT THE
 BU0676'JUNCTION OF A DRIVE SOUTHWEST TO A WHITE FARM HOUSE, 25 FEET SOUTHWEST
 BU0676'OF THE CENTER LINE OF THE ROAD, 26 FEET SOUTHEAST OF THE CENTER LINE
 BU0676'OF DRIVE, 7 FEET SOUTHEAST OF THE NORTHWEST END OF A ROCK FENCE, 1
 BU0676'FOOT NORTHEAST OF ROCK FENCE, 11 FEET SOUTH OF THE SOUTHEAST END OF A
 BU0676'16-INCH PIPE CULVERT UNDER DRIVE, 2 FEET NORTHWEST OF A WHITE WOODEN
 BU0676'WITNESS POST, ABOUT LEVEL WITH THE ROAD AND SET IN THE TOP OF A
 BU0676'CONCRETE POST PROJECTING 4 INCHES.  NOTE-- ROAD HAS BEEN CHANGED IN
 BU0676'THIS AREA.
 BU0676
 BU0676                          STATION RECOVERY (1971)
 BU0676
 BU0676'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0676'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0824 ***********************************************************************
 BU0824  DESIGNATION -  G 355
 BU0824  PID         -  BU0824
 BU0824  STATE/COUNTY-  AL/MONROE
 BU0824  USGS QUAD   -  BEATRICE (1981)
 BU0824
 BU0824                         *CURRENT SURVEY CONTROL
 BU0824  ___________________________________________________________________
 BU0824* NAD 83(1986)-  31 38 24.     (N)    087 14 26.     (W)     SCALED    
 BU0824* NAVD 88     -        93.911  (meters)     308.11   (feet)  ADJUSTED  
 BU0824  ___________________________________________________________________
 BU0824  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU0824  DYNAMIC HT  -          93.797 (meters)     307.73  (feet)  COMP
 BU0824  MODELED GRAV-     979,427.2   (mgal)                       NAVD 88
 BU0824
 BU0824  VERT ORDER  -  SECOND    CLASS 0
 BU0824
 BU0824.The horizontal coordinates were scaled from a topographic map and have
 BU0824.an estimated accuracy of +/- 6 seconds.
 BU0824
 BU0824.The orthometric height was determined by differential leveling
 BU0824.and adjusted by the National Geodetic Survey in June 1991..
 BU0824
 BU0824.The geoid height was determined by GEOID03.
 BU0824
 BU0824.The dynamic height is computed by dividing the NAVD 88
 BU0824.geopotential number by the normal gravity value computed on the
 BU0824.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0824.degrees latitude (g = 980.6199 gals.).
 BU0824
 BU0824.The modeled gravity was interpolated from observed gravity values.
 BU0824
 BU0824;                    North         East    Units  Estimated Accuracy
 BU0824;SPC AL W     -   181,840.      624,610.      MT  (+/- 180 meters Scaled)
 BU0824
 BU0824                          SUPERSEDED SURVEY CONTROL
 BU0824
 BU0824  NGVD 29 (??/??/92)   93.891  (m)          308.04   (f) ADJ UNCH    2 0
 BU0824
 BU0824.Superseded values are not recommended for survey control.
 BU0824.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0824.See file dsdata.txt to determine how the superseded data were derived.
 BU0824
 BU0824_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA771005(NAD 83)
 BU0824_MARKER: DB = BENCH MARK DISK
 BU0824_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0824_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0824_STAMPING: G 355 1951
 BU0824_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0824+STABILITY: SURFACE MOTION
 BU0824
 BU0824  HISTORY     - Date     Condition        Report By
 BU0824  HISTORY     - 1951     MONUMENTED       CGS
 BU0824
 BU0824                          STATION DESCRIPTION
 BU0824
 BU0824'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0824'IN TUNNEL SPRINGS.
 BU0824'AT TUNNEL SPRINGS, ALONG THE LOUISVILLE AND NASHVILLE RAILROAD, 317
 BU0824'1/2 FEET SOUTH OF THE SOUTHEAST CORNER OF THE STATION, 30 FEET WEST OF
 BU0824'THE WEST RAIL OF THE MAIN TRACK, 3 FEET SOUTH OF THE THIRD TELEPONE
 BU0824'POLE SOUTH OF STATION.  POLE IS ALSO THE FOURTH POLE NORTH OF MILE
 BU0824'POST 655.  119 FEET NORTH OF THE WEST END OF A 36-INCH PIPE CULVERT
 BU0824'WITH BRICK HEAD WALLS, 2 FEET NORTH OF A WHITE WOODEN WITNESS POST,
 BU0824'ABOUT 2 FEET ABOVE THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 BU0824'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0643 ***********************************************************************
 BU0643  DESIGNATION -  G 356
 BU0643  PID         -  BU0643
 BU0643  STATE/COUNTY-  AL/CONECUH
 BU0643  USGS QUAD   -  BETHEL (1971)
 BU0643
 BU0643                         *CURRENT SURVEY CONTROL
 BU0643  ___________________________________________________________________
 BU0643* NAD 83(1986)-  31 40 43.     (N)    086 57 26.     (W)     SCALED    
 BU0643* NAVD 88     -       115.702  (meters)     379.60   (feet)  ADJUSTED  
 BU0643  ___________________________________________________________________
 BU0643  GEOID HEIGHT-         -27.55  (meters)                     GEOID03
 BU0643  DYNAMIC HT  -         115.561 (meters)     379.14  (feet)  COMP
 BU0643  MODELED GRAV-     979,422.0   (mgal)                       NAVD 88
 BU0643
 BU0643  VERT ORDER  -  SECOND    CLASS 0
 BU0643
 BU0643.The horizontal coordinates were scaled from a topographic map and have
 BU0643.an estimated accuracy of +/- 6 seconds.
 BU0643
 BU0643.The orthometric height was determined by differential leveling
 BU0643.and adjusted by the National Geodetic Survey in June 1991..
 BU0643
 BU0643.The geoid height was determined by GEOID03.
 BU0643
 BU0643.The dynamic height is computed by dividing the NAVD 88
 BU0643.geopotential number by the normal gravity value computed on the
 BU0643.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0643.degrees latitude (g = 980.6199 gals.).
 BU0643
 BU0643.The modeled gravity was interpolated from observed gravity values.
 BU0643
 BU0643;                    North         East    Units  Estimated Accuracy
 BU0643;SPC AL W     -   186,220.      651,460.      MT  (+/- 180 meters Scaled)
 BU0643
 BU0643                          SUPERSEDED SURVEY CONTROL
 BU0643
 BU0643  NGVD 29 (??/??/92)  115.686  (m)          379.55   (f) ADJ UNCH    2 0
 BU0643
 BU0643.Superseded values are not recommended for survey control.
 BU0643.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0643.See file dsdata.txt to determine how the superseded data were derived.
 BU0643
 BU0643_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REA040048(NAD 83)
 BU0643_MARKER: DB = BENCH MARK DISK
 BU0643_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0643_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0643_STAMPING: G 356 1951
 BU0643_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0643+STABILITY: SURFACE MOTION
 BU0643
 BU0643  HISTORY     - Date     Condition        Report By
 BU0643  HISTORY     - 1951     MONUMENTED       CGS
 BU0643  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU0643
 BU0643                          STATION DESCRIPTION
 BU0643
 BU0643'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0643'13.05 MI NW FROM GARLAND.
 BU0643'3.15 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DEAN STORE FROM
 BU0643'THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT GARLAND, THENCE ABOUT
 BU0643'3.8 MILES WEST AND NORTHWEST ALONG A DIRT ROAD, THENCE ABOUT 4.3 MILES
 BU0643'NORTH ALONG A BLACK TOP ROAD, THENCE ABOUT 1.8 MILES NORTHWEST ALONG A
 BU0643'GRADED ROAD, ABOUT 0.7 MILE NORTH OF MT. ZION SCHOOL, ABOUT 0.6 MILE
 BU0643'SOUTH OF THE JUNCTION OF A ROAD LEADING NORTHEAST, AT THE JUNCTION OF
 BU0643'A ROAD LEADING WEST TO COMMERCE, 42 FEET EAST OF THE CENTER LINE OF
 BU0643'THE ROAD, 127 FEET SOUTHEAST OF THE CENTER OF THE JUNCTION OF ROAD
 BU0643'WEST, 50 1/2 FEET SOUTHEAST OF A 34-INCH OAK TREE, 71 FEET SOUTHEAST
 BU0643'OF A POWER LINE BRACE POLE, 1 FOOT WEST OF A FENCE LINE, 17 FEET NORTH
 BU0643'OF A 24-INCH OAK TREE SERVING AS NORTH GATE POST IN FENCE LINE, 2 FEET
 BU0643'NORTH OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH THE ROAD AND
 BU0643'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BU0643
 BU0643                          STATION RECOVERY (1971)
 BU0643
 BU0643'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0643'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0631 ***********************************************************************
 BU0631  DESIGNATION -  G 357
 BU0631  PID         -  BU0631
 BU0631  STATE/COUNTY-  AL/BUTLER
 BU0631  USGS QUAD   -  GARLAND (1986)
 BU0631
 BU0631                         *CURRENT SURVEY CONTROL
 BU0631  ___________________________________________________________________
 BU0631* NAD 83(1986)-  31 34 44.     (N)    086 50 51.     (W)     SCALED    
 BU0631* NAVD 88     -        97.427  (meters)     319.64   (feet)  ADJUSTED  
 BU0631  ___________________________________________________________________
 BU0631  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BU0631  DYNAMIC HT  -          97.308 (meters)     319.25  (feet)  COMP
 BU0631  MODELED GRAV-     979,423.6   (mgal)                       NAVD 88
 BU0631
 BU0631  VERT ORDER  -  SECOND    CLASS 0
 BU0631
 BU0631.The horizontal coordinates were scaled from a topographic map and have
 BU0631.an estimated accuracy of +/- 6 seconds.
 BU0631
 BU0631.The orthometric height was determined by differential leveling
 BU0631.and adjusted by the National Geodetic Survey in June 1991..
 BU0631
 BU0631.The geoid height was determined by GEOID03.
 BU0631
 BU0631.The dynamic height is computed by dividing the NAVD 88
 BU0631.geopotential number by the normal gravity value computed on the
 BU0631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0631.degrees latitude (g = 980.6199 gals.).
 BU0631
 BU0631.The modeled gravity was interpolated from observed gravity values.
 BU0631
 BU0631;                    North         East    Units  Estimated Accuracy
 BU0631;SPC AL W     -   175,220.      661,930.      MT  (+/- 180 meters Scaled)
 BU0631
 BU0631                          SUPERSEDED SURVEY CONTROL
 BU0631
 BU0631  NGVD 29 (??/??/92)   97.42   (m)          319.6    (f) COMPUTED    2 0
 BU0631
 BU0631.Superseded values are not recommended for survey control.
 BU0631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0631.See file dsdata.txt to determine how the superseded data were derived.
 BU0631
 BU0631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV144937(NAD 83)
 BU0631_MARKER: DB = BENCH MARK DISK
 BU0631_SETTING: 9 = SET IN PREFABRICATED CONCRETE POST IMBEDDED IN GROUND
 BU0631_SP_SET: PREFAB CONC. POST IN EARTH
 BU0631_STAMPING: G 357 1951
 BU0631_MARK LOGO: CGS   
 BU0631_MAGNETIC: N = NO MAGNETIC MATERIAL
 BU0631_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0631+STABILITY: SURFACE MOTION
 BU0631_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU0631+SATELLITE: SATELLITE OBSERVATIONS - September 01, 1989
 BU0631
 BU0631  HISTORY     - Date     Condition        Report By
 BU0631  HISTORY     - 1951     MONUMENTED       CGS
 BU0631  HISTORY     - 19890901 GOOD             ALHD
 BU0631
 BU0631                          STATION DESCRIPTION
 BU0631
 BU0631'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0631'2.1 MI NW FROM GARLAND.
 BU0631'ABOUT 2.1 MILES NORTHWEST ALONG A BLACK TOP ROAD LEADING TO DEANS
 BU0631'STORE FROM THE LOUISVILLE AND NASHVILLE RAILROAD STATION AT GARLAND,
 BU0631'ABOUT 0.6 MILE NORTHWEST OF A POWER TRANSMISSION LINE CROSSING, ABOUT
 BU0631'0.85 MILE NORTHWEST OF A SMALL CHURCH, AT THE TOP OF A GRADE, 42 FEET
 BU0631'NORTHEAST OF THE CENTER LINE OF THE ROAD, 17 FEET NROTHEAST OF A POWER
 BU0631'POLE FROM WHICH LINE CROSSES ROAD TO THE NORHTWEST, 1 1/2 FEET ABOVE
 BU0631'THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BU0631
 BU0631                          STATION RECOVERY (1989)
 BU0631
 BU0631'RECOVERY NOTE BY ALABAMA HIGHWAY DEPARTMENT 1989
 BU0631'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0632 ***********************************************************************
 BU0632  DESIGNATION -  G 357 RESET
 BU0632  PID         -  BU0632
 BU0632  STATE/COUNTY-  AL/BUTLER
 BU0632  USGS QUAD   -  GARLAND (1986)
 BU0632
 BU0632                         *CURRENT SURVEY CONTROL
 BU0632  ___________________________________________________________________
 BU0632* NAD 83(1986)-  31 34 44.     (N)    086 50 51.     (W)     SCALED    
 BU0632* NAVD 88     -        97.38   (meters)     319.5    (feet)  RESET     
 BU0632  ___________________________________________________________________
 BU0632  GEOID HEIGHT-         -27.43  (meters)                     GEOID03
 BU0632
 BU0632  VERT ORDER  -  THIRD
 BU0632
 BU0632.The horizontal coordinates were scaled from a topographic map and have
 BU0632.an estimated accuracy of +/- 6 seconds.
 BU0632
 BU0632.The orthometric height was computed from unverified reset data.
 BU0632
 BU0632.The geoid height was determined by GEOID03.
 BU0632
 BU0632;                    North         East    Units  Estimated Accuracy
 BU0632;SPC AL W     -   175,220.      661,930.      MT  (+/- 180 meters Scaled)
 BU0632
 BU0632                          SUPERSEDED SURVEY CONTROL
 BU0632
 BU0632  NGVD 29 (??/??/??)   97.37   (m)          319.5    (f) RESET       3  
 BU0632
 BU0632.Superseded values are not recommended for survey control.
 BU0632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0632.See file dsdata.txt to determine how the superseded data were derived.
 BU0632
 BU0632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16REV144937(NAD 83)
 BU0632_MARKER: DB = BENCH MARK DISK
 BU0632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0632_STAMPING: G 357 RESET 1959
 BU0632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0632+STABILITY: SURFACE MOTION
 BU0632
 BU0632  HISTORY     - Date     Condition        Report By
 BU0632  HISTORY     - 1959     MONUMENTED       CGS
 BU0632
 BU0632                          STATION DESCRIPTION
 BU0632
 BU0632'DESCRIBED BY COAST AND GEODETIC SURVEY 1959
 BU0632'2.1 MI NW FROM GARLAND.
 BU0632'LOCATED 2.1 MILES NORTHWEST ALONG STATE HIGHWAY 5 FROM THE LOUISVILLE
 BU0632'AND NASHVILLE RAILROAD STATION, 0.6 MILE NORTHWEST OF A POWER
 BU0632'TRANSMISSION LINE, AND 0.85 MILE NORTHWEST OF A SMALL CHURCH.  IT IS
 BU0632'683 FEET EAST OF STATION 1680-50 ON THE INTERSTATE HIGHWAY, 50 FEET
 BU0632'NORTH OF THE CENTER OF STATE HIGHWAY 5, 25 FEET SOUTH OF A POWER POLE,
 BU0632'106 FEET EAST-SOUTHEAST OF THE SOUTHEAST CORNER OF AN UNPAINTED HOUSE,
 BU0632'38 FEET WEST OF A POWER POLE AND 1 FOOT NORTHWEST OF A METAL WITNESS
 BU0632'POST BEARING A WHITE SIGN, AND SET IN THE TOP OF A 12-INCH ROUND
 BU0632'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1455 ***********************************************************************
 BU1455  DESIGNATION -  G 358
 BU1455  PID         -  BU1455
 BU1455  STATE/COUNTY-  AL/CONECUH
 BU1455  USGS QUAD   -  BELLEVILLE (1971)
 BU1455
 BU1455                         *CURRENT SURVEY CONTROL
 BU1455  ___________________________________________________________________
 BU1455* NAD 83(1986)-  31 28 56.     (N)    087 06 54.     (W)     SCALED    
 BU1455* NAVD 88     -       126.445  (meters)     414.85   (feet)  ADJUSTED  
 BU1455  ___________________________________________________________________
 BU1455  GEOID HEIGHT-         -27.79  (meters)                     GEOID03
 BU1455  DYNAMIC HT  -         126.287 (meters)     414.33  (feet)  COMP
 BU1455  MODELED GRAV-     979,395.3   (mgal)                       NAVD 88
 BU1455
 BU1455  VERT ORDER  -  SECOND    CLASS 0
 BU1455
 BU1455.The horizontal coordinates were scaled from a topographic map and have
 BU1455.an estimated accuracy of +/- 6 seconds.
 BU1455
 BU1455.The orthometric height was determined by differential leveling
 BU1455.and adjusted by the National Geodetic Survey in June 1991..
 BU1455
 BU1455.The geoid height was determined by GEOID03.
 BU1455
 BU1455.The dynamic height is computed by dividing the NAVD 88
 BU1455.geopotential number by the normal gravity value computed on the
 BU1455.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1455.degrees latitude (g = 980.6199 gals.).
 BU1455
 BU1455.The modeled gravity was interpolated from observed gravity values.
 BU1455
 BU1455;                    North         East    Units  Estimated Accuracy
 BU1455;SPC AL W     -   164,380.      636,580.      MT  (+/- 180 meters Scaled)
 BU1455
 BU1455                          SUPERSEDED SURVEY CONTROL
 BU1455
 BU1455  NGVD 29 (??/??/92)  126.434  (m)          414.81   (f) ADJ UNCH    2 0
 BU1455
 BU1455.Superseded values are not recommended for survey control.
 BU1455.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1455.See file dsdata.txt to determine how the superseded data were derived.
 BU1455
 BU1455_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV890830(NAD 83)
 BU1455_MARKER: DB = BENCH MARK DISK
 BU1455_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1455_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1455_STAMPING: G 358 1951
 BU1455_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1455+STABILITY: SURFACE MOTION
 BU1455
 BU1455  HISTORY     - Date     Condition        Report By
 BU1455  HISTORY     - 1951     MONUMENTED       CGS
 BU1455  HISTORY     - 1971     MARK NOT FOUND   NGS
 BU1455
 BU1455                          STATION DESCRIPTION
 BU1455
 BU1455'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1455'0.95 MI S FROM BRANTLEYS CROSSROADS.
 BU1455'0.95 MILE SOUTH ALONG A GRAVEL ROAD LEADING TO BELLEVILLE FROM THE
 BU1455'CROSSROADS AT BRANTLEYS CROSSROADS, ABOUT 0.1 MILE SOUTH OF THE SOUTH
 BU1455'END OF A LARGE GRAVEL PIT, ABOUT 148 YARDS NORTH OF THE TOP OF A
 BU1455'GRADE, 37 FEET EAST OF THE CENTER LINE OF THE ROAD, 16 FEET EAST OF A
 BU1455'POWER POLE WITH TRANSFORMER FROM WHICH POWER LINE CROSSES ROAD TO THE
 BU1455'SOUTH, ABOUT 2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE
 BU1455'POST PROJECTING 3 INCHES.
 BU1455
 BU1455                          STATION RECOVERY (1971)
 BU1455
 BU1455'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU1455'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1336 ***********************************************************************
 BU1336  DESIGNATION -  G 359
 BU1336  PID         -  BU1336
 BU1336  STATE/COUNTY-  AL/CONECUH
 BU1336  USGS QUAD   -  REPTON (1986)
 BU1336
 BU1336                         *CURRENT SURVEY CONTROL
 BU1336  ___________________________________________________________________
 BU1336* NAD 83(1986)-  31 25 07.     (N)    087 11 01.     (W)     SCALED    
 BU1336* NAVD 88     -       112.415  (meters)     368.81   (feet)  ADJUSTED  
 BU1336  ___________________________________________________________________
 BU1336  GEOID HEIGHT-         -27.87  (meters)                     GEOID03
 BU1336  DYNAMIC HT  -         112.275 (meters)     368.36  (feet)  COMP
 BU1336  MODELED GRAV-     979,392.0   (mgal)                       NAVD 88
 BU1336
 BU1336  VERT ORDER  -  SECOND    CLASS 0
 BU1336
 BU1336.The horizontal coordinates were scaled from a topographic map and have
 BU1336.an estimated accuracy of +/- 6 seconds.
 BU1336
 BU1336.The orthometric height was determined by differential leveling
 BU1336.and adjusted by the National Geodetic Survey in June 1991..
 BU1336
 BU1336.The geoid height was determined by GEOID03.
 BU1336
 BU1336.The dynamic height is computed by dividing the NAVD 88
 BU1336.geopotential number by the normal gravity value computed on the
 BU1336.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1336.degrees latitude (g = 980.6199 gals.).
 BU1336
 BU1336.The modeled gravity was interpolated from observed gravity values.
 BU1336
 BU1336;                    North         East    Units  Estimated Accuracy
 BU1336;SPC AL W     -   157,310.      630,080.      MT  (+/- 180 meters Scaled)
 BU1336
 BU1336                          SUPERSEDED SURVEY CONTROL
 BU1336
 BU1336  NGVD 29 (??/??/92)  112.401  (m)          368.77   (f) ADJ UNCH    2 0
 BU1336
 BU1336.Superseded values are not recommended for survey control.
 BU1336.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1336.See file dsdata.txt to determine how the superseded data were derived.
 BU1336
 BU1336_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV825760(NAD 83)
 BU1336_MARKER: DB = BENCH MARK DISK
 BU1336_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1336_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1336_STAMPING: G 359 1951
 BU1336_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1336+STABILITY: SURFACE MOTION
 BU1336
 BU1336  HISTORY     - Date     Condition        Report By
 BU1336  HISTORY     - 1951     MONUMENTED       CGS
 BU1336
 BU1336                          STATION DESCRIPTION
 BU1336
 BU1336'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1336'3.0 MI E FROM REPTON.
 BU1336'ABOUT 3.0 MILES EAST ALONG U.S. HIGHWAY 84 FROM THE HIGH SCHOOL AT
 BU1336'REPTON, AT OAK GROVE CHURCH AND CEMETERY, 176 FEET SOUTH OF THE CENTER
 BU1336'LINE OF THE HIGHWAY, 55.8 FEET SOUTHEAST OF THE NORTHEAST CORNER OF
 BU1336'CHURCH, 1 FOOT NORTH OF CEMETERY FENCE, 32 FEET NORTH OF NORTHWEST
 BU1336'CORNER OF RYLAND TOMBSTONE, 35 FEET WEST-NORTHWEST OF THE NORTHWEST
 BU1336'CORNER OF MCINNIS TOMBSTONE, ABOUT LEVEL WITH THE HIGHWAY AND SET IN
 BU1336'THE TOP OF A CONCRETE POST PROJECTING 1 INCH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0918 ***********************************************************************
 DH0918  DESIGNATION -  G 36
 DH0918  PID         -  DH0918
 DH0918  STATE/COUNTY-  AL/SHELBY
 DH0918  USGS QUAD   -  CHELSEA (1978)
 DH0918
 DH0918                         *CURRENT SURVEY CONTROL
 DH0918  ___________________________________________________________________
 DH0918* NAD 83(1986)-  33 20 51.     (N)    086 38 24.     (W)     SCALED    
 DH0918* NAVD 88     -       156.349  (meters)     512.96   (feet)  ADJUSTED  
 DH0918  ___________________________________________________________________
 DH0918  GEOID HEIGHT-         -29.12  (meters)                     GEOID03
 DH0918  DYNAMIC HT  -         156.175 (meters)     512.38  (feet)  COMP
 DH0918  MODELED GRAV-     979,526.7   (mgal)                       NAVD 88
 DH0918
 DH0918  VERT ORDER  -  SECOND    CLASS 0
 DH0918
 DH0918.The horizontal coordinates were scaled from a topographic map and have
 DH0918.an estimated accuracy of +/- 6 seconds.
 DH0918
 DH0918.The orthometric height was determined by differential leveling
 DH0918.and adjusted by the National Geodetic Survey in June 1991..
 DH0918
 DH0918.The geoid height was determined by GEOID03.
 DH0918
 DH0918.The dynamic height is computed by dividing the NAVD 88
 DH0918.geopotential number by the normal gravity value computed on the
 DH0918.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0918.degrees latitude (g = 980.6199 gals.).
 DH0918
 DH0918.The modeled gravity was interpolated from observed gravity values.
 DH0918
 DH0918;                    North         East    Units  Estimated Accuracy
 DH0918;SPC AL W     -   371,480.      680,050.      MT  (+/- 180 meters Scaled)
 DH0918
 DH0918                          SUPERSEDED SURVEY CONTROL
 DH0918
 DH0918  NGVD 29 (??/??/92)  156.284  (m)          512.74   (f) ADJ UNCH    2 0
 DH0918
 DH0918.Superseded values are not recommended for survey control.
 DH0918.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0918.See file dsdata.txt to determine how the superseded data were derived.
 DH0918
 DH0918_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB334898(NAD 83)
 DH0918_MARKER: DB = BENCH MARK DISK
 DH0918_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0918_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0918_STAMPING: G 36 1934
 DH0918_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0918+STABILITY: SURFACE MOTION
 DH0918
 DH0918  HISTORY     - Date     Condition        Report By
 DH0918  HISTORY     - 1934     MONUMENTED       CGS
 DH0918  HISTORY     - 1947     GOOD             NGS
 DH0918
 DH0918                          STATION DESCRIPTION
 DH0918
 DH0918'DESCRIBED BY NATIONAL GEODETIC SURVEY 1947
 DH0918'0.8 MI W FROM CHELSEA.
 DH0918'ABOUT 0.8 MILE WEST ALONG THE ATLANTA, BIRMINGHAM AND COAST RAILROAD
 DH0918'FROM THE STATION AT CHELSEA, 87 YARDS NORTHWEST OF THE NORTHWEST END
 DH0918'OF THE RAILROAD BRIDGE OVER STATE HIGHWAY 91, AT A FARM ROAD CROSSING,
 DH0918'27.9 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 23 FEET SOUTH-SOUTHEAST OF
 DH0918'THE CENTER LINE OF THE FARM ROAD, 11 FEET SOUTHEAST OF A TELEPHONE
 DH0918'POLE, ABOUT 90 YARDS SOUTHEAST OF MILE POST NJ 946, 2 FEET BELOW THE
 DH0918'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0993 ***********************************************************************
 BU0993  DESIGNATION -  G 361
 BU0993  PID         -  BU0993
 BU0993  STATE/COUNTY-  AL/MONROE
 BU0993  USGS QUAD   -  NATCHEZ (1972)
 BU0993
 BU0993                         *CURRENT SURVEY CONTROL
 BU0993  ___________________________________________________________________
 BU0993* NAD 83(1986)-  31 42 11.     (N)    087 16 08.     (W)     SCALED    
 BU0993* NAVD 88     -        68.071  (meters)     223.33   (feet)  ADJUSTED  
 BU0993  ___________________________________________________________________
 BU0993  GEOID HEIGHT-         -27.75  (meters)                     GEOID03
 BU0993  DYNAMIC HT  -          67.989 (meters)     223.06  (feet)  COMP
 BU0993  MODELED GRAV-     979,434.2   (mgal)                       NAVD 88
 BU0993
 BU0993  VERT ORDER  -  SECOND    CLASS 0
 BU0993
 BU0993.The horizontal coordinates were scaled from a topographic map and have
 BU0993.an estimated accuracy of +/- 6 seconds.
 BU0993
 BU0993.The orthometric height was determined by differential leveling
 BU0993.and adjusted by the National Geodetic Survey in June 1991..
 BU0993
 BU0993.The geoid height was determined by GEOID03.
 BU0993
 BU0993.The dynamic height is computed by dividing the NAVD 88
 BU0993.geopotential number by the normal gravity value computed on the
 BU0993.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0993.degrees latitude (g = 980.6199 gals.).
 BU0993
 BU0993.The modeled gravity was interpolated from observed gravity values.
 BU0993
 BU0993;                    North         East    Units  Estimated Accuracy
 BU0993;SPC AL W     -   188,820.      621,910.      MT  (+/- 180 meters Scaled)
 BU0993
 BU0993                          SUPERSEDED SURVEY CONTROL
 BU0993
 BU0993  NGVD 29 (??/??/92)   68.048  (m)          223.25   (f) ADJ UNCH    2 0
 BU0993
 BU0993.Superseded values are not recommended for survey control.
 BU0993.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0993.See file dsdata.txt to determine how the superseded data were derived.
 BU0993
 BU0993_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA745075(NAD 83)
 BU0993_MARKER: DB = BENCH MARK DISK
 BU0993_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0993_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0993_STAMPING: G 361 1951
 BU0993_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0993+STABILITY: SURFACE MOTION
 BU0993
 BU0993  HISTORY     - Date     Condition        Report By
 BU0993  HISTORY     - 1951     MONUMENTED       CGS
 BU0993
 BU0993                          STATION DESCRIPTION
 BU0993
 BU0993'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0993'5.7 MI N FROM TUNNEL SPRINGS.
 BU0993'ABOUT 0.45 MILE NORTHEAST ALONG STATE HIGHWAY 47 FROM THE LOUISVILLE
 BU0993'AND NASHVILLE RAILROAD STATION AT TUNNEL SPRINGS, THENCE ABOUT 0.7
 BU0993'MILE SOUTHWEST ALONG A GRAVEL ROAD, THENCE ABOUT 1.65 MILE NORTHWEST
 BU0993'ALONG A GRAVEL ROAD, THENCE ABOUT 2.9 MILES NORTHEAST AND NORTH ALONG
 BU0993'A GRAVEL ROAD, ABOUT 0.2 MILE SOUTH OF THE JUNCTION OF THE
 BU0993'BEATRICE-FRANKLIN ROAD, ON THE OUTSIDE OF A CURVE WITH TANGENTS
 BU0993'EXTENDING SOUTH AND NORTHWEST, AT THE SOUTH END OF A CUT AND NEAR THE
 BU0993'TOP OF A GRADE, 21 FEET EAST OF THE CENTER LINE OF THE ROAD, 65 FEET
 BU0993'SOUTH OF A 16-INCH PINE TREE IN A FENCE CORNER, 28 1/2 FEET NORTH OF A
 BU0993'6-INCH SWEET GUM TREE IN FENCE LINE, 1 FOOT WEST OF FENCE LINE, ABOUT
 BU0993'2 FEET ABOVE THE ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BU0993'4 INCHES.  NOTE--MARK MAY BE REACHED FROM THE BAPTIST CHURCH AT
 BU0993'BEATRICE  BY GOING ABOUT 4.95 MILES WEST ALONG THE FRANKLIN-BEATRICE
 BU0993'ROAD, THENCE ABOUT 0.2 MILE SOUTH ALONG A GRAVEL ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU0962 ***********************************************************************
 BU0962  DESIGNATION -  G 363
 BU0962  PID         -  BU0962
 BU0962  STATE/COUNTY-  AL/MONROE
 BU0962  USGS QUAD   -  FRANKLIN (1981)
 BU0962
 BU0962                         *CURRENT SURVEY CONTROL
 BU0962  ___________________________________________________________________
 BU0962* NAD 83(1986)-  31 40 54.     (N)    087 23 43.     (W)     SCALED    
 BU0962* NAVD 88     -       109.664  (meters)     359.79   (feet)  ADJUSTED  
 BU0962  ___________________________________________________________________
 BU0962  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU0962  DYNAMIC HT  -         109.530 (meters)     359.35  (feet)  COMP
 BU0962  MODELED GRAV-     979,422.3   (mgal)                       NAVD 88
 BU0962
 BU0962  VERT ORDER  -  SECOND    CLASS 0
 BU0962
 BU0962.The horizontal coordinates were scaled from a topographic map and have
 BU0962.an estimated accuracy of +/- 6 seconds.
 BU0962
 BU0962.The orthometric height was determined by differential leveling
 BU0962.and adjusted by the National Geodetic Survey in June 1991..
 BU0962
 BU0962.The geoid height was determined by GEOID03.
 BU0962
 BU0962.The dynamic height is computed by dividing the NAVD 88
 BU0962.geopotential number by the normal gravity value computed on the
 BU0962.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU0962.degrees latitude (g = 980.6199 gals.).
 BU0962
 BU0962.The modeled gravity was interpolated from observed gravity values.
 BU0962
 BU0962;                    North         East    Units  Estimated Accuracy
 BU0962;SPC AL W     -   186,430.      609,930.      MT  (+/- 180 meters Scaled)
 BU0962
 BU0962                          SUPERSEDED SURVEY CONTROL
 BU0962
 BU0962  NGVD 29 (??/??/92)  109.636  (m)          359.70   (f) ADJ UNCH    2 0
 BU0962
 BU0962.Superseded values are not recommended for survey control.
 BU0962.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU0962.See file dsdata.txt to determine how the superseded data were derived.
 BU0962
 BU0962_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA625052(NAD 83)
 BU0962_MARKER: DB = BENCH MARK DISK
 BU0962_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU0962_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU0962_STAMPING: G 363 1951
 BU0962_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU0962+STABILITY: SURFACE MOTION
 BU0962
 BU0962  HISTORY     - Date     Condition        Report By
 BU0962  HISTORY     - 1951     MONUMENTED       CGS
 BU0962  HISTORY     - 1971     POOR             NGS
 BU0962
 BU0962                          STATION DESCRIPTION
 BU0962
 BU0962'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU0962'2.4 MI SE FROM FRANKLIN.
 BU0962'ABOUT 2.4 MILES SOUTHEAST ALONG STATE HIGHWAY 11 FROM THE METHODIST
 BU0962'CHURCH AT FRANKLIN, ABOUT 0.65 MILE NORTH OF THE JUNCTION OF A ROAD
 BU0962'NORTHWEST, ABOUT 0.55 MILE SOUTH OF THE JUNCTION OF A ROAD SOUTHEAST,
 BU0962'SET ON THE OUTSIDE OF A LONG CURVE WITH TANGENTS EXTENDING NORTH AND
 BU0962'SOUTHEAST, AT THE JUNCTION OF A PRIVATE ROAD WEST, 36 FEET SOUTHWEST
 BU0962'OF THE CENTER LINE OF THE HIGHWAY, 26 FEET SOUTH OF THE CENTER LINE OF
 BU0962'PRIVATE ROAD WEST, 2 1/2 FEET WEST OF A POWER POLE, 17 1/2 FEET
 BU0962'SOUTHWEST OF THE SOUTHEAST END OF AN 18-INCH PIPE CULVERT UNDER
 BU0962'PRIVATE ROAD, ABOUT LEVEL WITH THE HIGHWAY AND SET IN THE TOP OF A
 BU0962'CONCRETE POST PROJECTING 3 INCHES.
 BU0962
 BU0962                          STATION RECOVERY (1971)
 BU0962
 BU0962'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1971
 BU0962'MARK RECOVERED IN POOR CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1566 ***********************************************************************
 BU1566  DESIGNATION -  G 364
 BU1566  PID         -  BU1566
 BU1566  STATE/COUNTY-  AL/CLARKE
 BU1566  USGS QUAD   -  WHATLEY (1972)
 BU1566
 BU1566                         *CURRENT SURVEY CONTROL
 BU1566  ___________________________________________________________________
 BU1566* NAD 83(1986)-  31 39 48.     (N)    087 42 02.     (W)     SCALED    
 BU1566* NAVD 88     -        50.681  (meters)     166.28   (feet)  ADJUSTED  
 BU1566  ___________________________________________________________________
 BU1566  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BU1566  DYNAMIC HT  -          50.619 (meters)     166.07  (feet)  COMP
 BU1566  MODELED GRAV-     979,426.5   (mgal)                       NAVD 88
 BU1566
 BU1566  VERT ORDER  -  FIRST     CLASS II
 BU1566
 BU1566.The horizontal coordinates were scaled from a topographic map and have
 BU1566.an estimated accuracy of +/- 6 seconds.
 BU1566
 BU1566.The orthometric height was determined by differential leveling
 BU1566.and adjusted by the National Geodetic Survey in June 1991..
 BU1566
 BU1566.The geoid height was determined by GEOID03.
 BU1566
 BU1566.The dynamic height is computed by dividing the NAVD 88
 BU1566.geopotential number by the normal gravity value computed on the
 BU1566.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1566.degrees latitude (g = 980.6199 gals.).
 BU1566
 BU1566.The modeled gravity was interpolated from observed gravity values.
 BU1566
 BU1566;                    North         East    Units  Estimated Accuracy
 BU1566;SPC AL W     -   184,410.      580,980.      MT  (+/- 180 meters Scaled)
 BU1566
 BU1566                          SUPERSEDED SURVEY CONTROL
 BU1566
 BU1566  NGVD 29 (??/??/92)   50.651  (m)          166.18   (f) ADJ UNCH    1 2
 BU1566
 BU1566.Superseded values are not recommended for survey control.
 BU1566.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1566.See file dsdata.txt to determine how the superseded data were derived.
 BU1566
 BU1566_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA335033(NAD 83)
 BU1566_MARKER: DB = BENCH MARK DISK
 BU1566_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1566_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1566_STAMPING: G 364 1951
 BU1566_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1566+STABILITY: SURFACE MOTION
 BU1566
 BU1566  HISTORY     - Date     Condition        Report By
 BU1566  HISTORY     - 1951     MONUMENTED       CGS
 BU1566
 BU1566                          STATION DESCRIPTION
 BU1566
 BU1566'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1566'0.9 MI N FROM WHATLEY.
 BU1566'0.9 MILE NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT WHATLEY,
 BU1566'53 FEET WEST OF THE WEST RAIL, 141 FEET SOUTH-SOUTHWEST OF MILE POST
 BU1566'70, 1 1/2 FEET NORTH OF POLE NO. 8160, 80 FEET SOUTH-SOUTHWEST OF
 BU1566'TELEPHONE POLE NO. 2528, 7 1/2 FEET NORTH OF A BOARD FENCE, 2 FEET
 BU1566'WEST OF A WHITE WOODEN WITNESS POST, ABOUT 3 1/2 FEET ABOVE LEVEL OF
 BU1566'TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1632 ***********************************************************************
 BU1632  DESIGNATION -  G 365
 BU1632  PID         -  BU1632
 BU1632  STATE/COUNTY-  AL/CLARKE
 BU1632  USGS QUAD   -  GROVE HILL (1986)
 BU1632
 BU1632                         *CURRENT SURVEY CONTROL
 BU1632  ___________________________________________________________________
 BU1632* NAD 83(1986)-  31 41 33.     (N)    087 45 42.     (W)     SCALED    
 BU1632* NAVD 88     -       144.087  (meters)     472.73   (feet)  ADJUSTED  
 BU1632  ___________________________________________________________________
 BU1632  GEOID HEIGHT-         -27.82  (meters)                     GEOID03
 BU1632  DYNAMIC HT  -         143.911 (meters)     472.15  (feet)  COMP
 BU1632  MODELED GRAV-     979,420.4   (mgal)                       NAVD 88
 BU1632
 BU1632  VERT ORDER  -  FIRST     CLASS II
 BU1632
 BU1632.The horizontal coordinates were scaled from a topographic map and have
 BU1632.an estimated accuracy of +/- 6 seconds.
 BU1632
 BU1632.The orthometric height was determined by differential leveling
 BU1632.and adjusted by the National Geodetic Survey in June 1991..
 BU1632
 BU1632.The geoid height was determined by GEOID03.
 BU1632
 BU1632.The dynamic height is computed by dividing the NAVD 88
 BU1632.geopotential number by the normal gravity value computed on the
 BU1632.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1632.degrees latitude (g = 980.6199 gals.).
 BU1632
 BU1632.The modeled gravity was interpolated from observed gravity values.
 BU1632
 BU1632;                    North         East    Units  Estimated Accuracy
 BU1632;SPC AL W     -   187,660.      575,190.      MT  (+/- 180 meters Scaled)
 BU1632
 BU1632                          SUPERSEDED SURVEY CONTROL
 BU1632
 BU1632  NGVD 29 (??/??/92)  144.056  (m)          472.62   (f) ADJ UNCH    1 2
 BU1632
 BU1632.Superseded values are not recommended for survey control.
 BU1632.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1632.See file dsdata.txt to determine how the superseded data were derived.
 BU1632
 BU1632_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDA278066(NAD 83)
 BU1632_MARKER: DB = BENCH MARK DISK
 BU1632_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BU1632_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BU1632_STAMPING: G 365 1951
 BU1632_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BU1632+STABILITY: SURFACE MOTION
 BU1632
 BU1632  HISTORY     - Date     Condition        Report By
 BU1632  HISTORY     - 1951     MONUMENTED       CGS
 BU1632
 BU1632                          STATION DESCRIPTION
 BU1632
 BU1632'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BU1632'0.95 MI E FROM GROVE HILL.
 BU1632'0.95 MILE EAST ALONG U.S. HIGHWAY 84 FROM THE JUNCTION OF U.S. HIGHWAY
 BU1632'43 AT GROVE HILL, AT GROVE HILL MUNICIPAL AIRPORT, 58 1/2 FEET SOUTH
 BU1632'OF CENTER LINE OF HIGHWAY, 57 FEET WEST OF CENTER LINE OF ENTRANCE
 BU1632'ROAD TO AIRPORT, 4 FEET SOUTHWEST OF A TELEPHONE POLE, 23 FEET
 BU1632'SOUTHWEST OF A 30-INCH OAK TREE, 1 FOOT NORTH OF A FENCE LINE, ABOUT
 BU1632'1/2 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST
 BU1632'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0077 ***********************************************************************
 BH0077  DESIGNATION -  G 367
 BH0077  PID         -  BH0077
 BH0077  STATE/COUNTY-  AL/MOBILE
 BH0077  USGS QUAD   -  CHICKASAW (1982)
 BH0077
 BH0077                         *CURRENT SURVEY CONTROL
 BH0077  ___________________________________________________________________
 BH0077* NAD 83(1986)-  30 48 18.     (N)    088 04 09.     (W)     SCALED    
 BH0077* NAVD 88     -         4.188  (meters)      13.74   (feet)  ADJUSTED  
 BH0077  ___________________________________________________________________
 BH0077  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 BH0077  DYNAMIC HT  -           4.183 (meters)      13.72  (feet)  COMP
 BH0077  MODELED GRAV-     979,346.3   (mgal)                       NAVD 88
 BH0077
 BH0077  VERT ORDER  -  FIRST     CLASS II
 BH0077
 BH0077.The horizontal coordinates were scaled from a topographic map and have
 BH0077.an estimated accuracy of +/- 6 seconds.
 BH0077
 BH0077.The orthometric height was determined by differential leveling
 BH0077.and adjusted by the National Geodetic Survey in June 1991..
 BH0077
 BH0077.The geoid height was determined by GEOID03.
 BH0077
 BH0077.The dynamic height is computed by dividing the NAVD 88
 BH0077.geopotential number by the normal gravity value computed on the
 BH0077.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0077.degrees latitude (g = 980.6199 gals.).
 BH0077
 BH0077.The modeled gravity was interpolated from observed gravity values.
 BH0077
 BH0077;                    North         East    Units  Estimated Accuracy
 BH0077;SPC AL W     -    89,370.      545,540.      MT  (+/- 180 meters Scaled)
 BH0077
 BH0077                          SUPERSEDED SURVEY CONTROL
 BH0077
 BH0077  NGVD 29 (??/??/??)    4.196  (m)           13.77   (f) ADJUSTED    1 2
 BH0077
 BH0077.Superseded values are not recommended for survey control.
 BH0077.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0077.See file dsdata.txt to determine how the superseded data were derived.
 BH0077
 BH0077_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV977084(NAD 83)
 BH0077_MARKER: DB = BENCH MARK DISK
 BH0077_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0077_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0077_STAMPING: G 367 1951
 BH0077_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0077+STABILITY: SURFACE MOTION
 BH0077
 BH0077  HISTORY     - Date     Condition        Report By
 BH0077  HISTORY     - 1951     MONUMENTED       CGS
 BH0077
 BH0077                          STATION DESCRIPTION
 BH0077
 BH0077'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 BH0077'3.0 MI N FROM CHICKASAW.
 BH0077'ABOUT 3.0 MILES NORTH ALONG THE SOUTHERN RAILWAY FROM THE STATION AT
 BH0077'CHICKASAW, ABOUT 0.6 MILE SOUTH OF FLAG STATION AT SARALAND, 99 FEET
 BH0077'NORTHEAST AND ACROSS TRACK FROM MILE POST 140, 45.4 FEET EAST OF EAST
 BH0077'RAIL, 69 FEET SOUTHEAST OF CENTER OF A PRIVATE ROAD CROSSING, 72 FEET
 BH0077'EAST-SOUTHEAST AND ACROSS TRACK FROM TELEPHONE POLE NO. 196, 2.5 FEET
 BH0077'WEST OF A FENCE CORNER, 33 FEET SOUTHWEST OF A POWER POLE FROM WHICH
 BH0077'LINE CROSSES TRACK, 2 FEET SOUTH OF A WHITE WOODEN WITNESS POST, ABOUT
 BH0077'4 1/2 FEET BELOW LEVEL OF TRACK AND SET IN THE TOP OF A CONCRETE POST
 BH0077'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2388 ***********************************************************************
 CN2388  DESIGNATION -  G 368
 CN2388  PID         -  CN2388
 CN2388  STATE/COUNTY-  AL/MARENGO
 CN2388  USGS QUAD   -  FLATWOOD (1978)
 CN2388
 CN2388                         *CURRENT SURVEY CONTROL
 CN2388  ___________________________________________________________________
 CN2388* NAD 83(1986)-  32 13 23.     (N)    087 32 23.     (W)     SCALED    
 CN2388* NAVD 88     -        66.565  (meters)     218.39   (feet)  ADJUSTED  
 CN2388  ___________________________________________________________________
 CN2388  GEOID HEIGHT-         -28.27  (meters)                     GEOID03
 CN2388  DYNAMIC HT  -          66.487 (meters)     218.13  (feet)  COMP
 CN2388  MODELED GRAV-     979,469.8   (mgal)                       NAVD 88
 CN2388
 CN2388  VERT ORDER  -  SECOND    CLASS 0
 CN2388
 CN2388.The horizontal coordinates were scaled from a topographic map and have
 CN2388.an estimated accuracy of +/- 6 seconds.
 CN2388
 CN2388.The orthometric height was determined by differential leveling
 CN2388.and adjusted by the National Geodetic Survey in June 1991..
 CN2388
 CN2388.The geoid height was determined by GEOID03.
 CN2388
 CN2388.The dynamic height is computed by dividing the NAVD 88
 CN2388.geopotential number by the normal gravity value computed on the
 CN2388.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2388.degrees latitude (g = 980.6199 gals.).
 CN2388
 CN2388.The modeled gravity was interpolated from observed gravity values.
 CN2388
 CN2388;                    North         East    Units  Estimated Accuracy
 CN2388;SPC AL W     -   246,460.      596,260.      MT  (+/- 180 meters Scaled)
 CN2388
 CN2388                          SUPERSEDED SURVEY CONTROL
 CN2388
 CN2388  NGVD 29 (??/??/92)   66.521  (m)          218.24   (f) ADJ UNCH    2 0
 CN2388
 CN2388.Superseded values are not recommended for survey control.
 CN2388.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2388.See file dsdata.txt to determine how the superseded data were derived.
 CN2388
 CN2388_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA491652(NAD 83)
 CN2388_MARKER: DB = BENCH MARK DISK
 CN2388_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2388_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2388_STAMPING: G 368 1952
 CN2388_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2388+STABILITY: SURFACE MOTION
 CN2388
 CN2388  HISTORY     - Date     Condition        Report By
 CN2388  HISTORY     - 1952     MONUMENTED       CGS
 CN2388  HISTORY     - 1974     MARK NOT FOUND   USGS
 CN2388
 CN2388                          STATION DESCRIPTION
 CN2388
 CN2388'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2388'5.35 MI N FROM FLATWOOD.
 CN2388'ABOUT 5.35 MILES NORTH ALONG A DIRT ROAD FROM THE POST OFFICE AND
 CN2388'JUNCTION OF STATE HIGHWAY 5 AT FLATWOOD, ABOUT 0.5 MILE SOUTHEAST OF A
 CN2388'50-FOOT WOODEN BRIDGE, ABOUT 0.2 MILE SOUTHEAST OF A 15-FOOT WOODEN
 CN2388'BRIDGE, AT TWO LARGE BRACE POSTS IN FENCE LINE, 14 FEET NORTHWEST OF
 CN2388'CENTER LINE OF ROAD, 7 FEET NORTHWEST OF NORTHWEST BRACE POST, 1 1/2
 CN2388'FEET SOUTHWEST OF FENCE LINE, ABOUT LEVEL WITH ROAD AND SET IN THE TOP
 CN2388'OF A CONCRETE POST PROJECTING 4 INCHES.  NOTE-- MARK MAY BE REACHED
 CN2388'FROM THOMASTON BY GOING ABOUT 4.85 MILES EAST ALONG STATE HIGHWAY 28
 CN2388'FROM THE INTERSECTION OF STATE HIGHWAY 99, THENCE ABOUT 3.2 MILES
 CN2388'SOUTH ALONG A GRAVEL ROAD.
 CN2388
 CN2388                          STATION RECOVERY (1974)
 CN2388
 CN2388'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1974
 CN2388'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2480 ***********************************************************************
 CN2480  DESIGNATION -  G 369
 CN2480  PID         -  CN2480
 CN2480  STATE/COUNTY-  AL/MARENGO
 CN2480  USGS QUAD   -  MILLER (1978)
 CN2480
 CN2480                         *CURRENT SURVEY CONTROL
 CN2480  ___________________________________________________________________
 CN2480* NAD 83(1986)-  32 11 39.     (N)    087 46 54.     (W)     SCALED    
 CN2480* NAVD 88     -        55.841  (meters)     183.21   (feet)  ADJUSTED  
 CN2480  ___________________________________________________________________
 CN2480  GEOID HEIGHT-         -28.24  (meters)                     GEOID03
 CN2480  DYNAMIC HT  -          55.776 (meters)     182.99  (feet)  COMP
 CN2480  MODELED GRAV-     979,468.6   (mgal)                       NAVD 88
 CN2480
 CN2480  VERT ORDER  -  SECOND    CLASS 0
 CN2480
 CN2480.The horizontal coordinates were scaled from a topographic map and have
 CN2480.an estimated accuracy of +/- 6 seconds.
 CN2480
 CN2480.The orthometric height was determined by differential leveling
 CN2480.and adjusted by the National Geodetic Survey in June 1991..
 CN2480
 CN2480.The geoid height was determined by GEOID03.
 CN2480
 CN2480.The dynamic height is computed by dividing the NAVD 88
 CN2480.geopotential number by the normal gravity value computed on the
 CN2480.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2480.degrees latitude (g = 980.6199 gals.).
 CN2480
 CN2480.The modeled gravity was interpolated from observed gravity values.
 CN2480
 CN2480;                    North         East    Units  Estimated Accuracy
 CN2480;SPC AL W     -   243,290.      573,440.      MT  (+/- 180 meters Scaled)
 CN2480
 CN2480                          SUPERSEDED SURVEY CONTROL
 CN2480
 CN2480  NGVD 29 (??/??/92)   55.808  (m)          183.10   (f) ADJ UNCH    2 0
 CN2480
 CN2480.Superseded values are not recommended for survey control.
 CN2480.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2480.See file dsdata.txt to determine how the superseded data were derived.
 CN2480
 CN2480_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA263622(NAD 83)
 CN2480_MARKER: DB = BENCH MARK DISK
 CN2480_SETTING: 30 = SET IN A LIGHT STRUCTURE
 CN2480_SP_SET: CULVERT
 CN2480_STAMPING: G 369 1951
 CN2480_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 CN2480
 CN2480  HISTORY     - Date     Condition        Report By
 CN2480  HISTORY     - 1951     MONUMENTED       CGS
 CN2480
 CN2480                          STATION DESCRIPTION
 CN2480
 CN2480'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2480'7.6 MI S FROM LINDEN.
 CN2480'ABOUT 7.6 MILES SOUTH ALONG U.S. HIGHWAY 43 FROM THE COURT HOUSE AT
 CN2480'LINDEN, ABOUT 0.7 MILE SOUTH OF THE JUNCTION OF A ROAD SOUTHWEST, IN
 CN2480'THE TOP OF THE SOUTHEAST END OF THE SOUTHWEST HEAD WALL OF A 48-FOOT
 CN2480'CONCRETE CULVERT WITH THREE (3) PARTITIONS, 21 FEET SOUTHWEST OF
 CN2480'CENTER LINE OF HIGHWAY, 1/2 FOOT NORTHWEST OF SOUTHEAST END OF HEAD
 CN2480'WALL AND ABOUT 3 FEET BELOW LEVEL OF HIGHWAY.  NOTE-- MARK IS ABOUT
 CN2480'5.75 MILES NORTH ALONG U.S. HIGHWAY 43 FROM THE ROAD JUNCTION AT
 CN2480'WAYNE.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 DH0789 ***********************************************************************
 DH0789  DESIGNATION -  G 37
 DH0789  PID         -  DH0789
 DH0789  STATE/COUNTY-  AL/SHELBY
 DH0789  USGS QUAD   -  OZAN (1979)
 DH0789
 DH0789                         *CURRENT SURVEY CONTROL
 DH0789  ___________________________________________________________________
 DH0789* NAD 83(1986)-  33 05 39.     (N)    086 44 23.     (W)     SCALED    
 DH0789* NAVD 88     -       148.908  (meters)     488.54   (feet)  ADJUSTED  
 DH0789  ___________________________________________________________________
 DH0789  GEOID HEIGHT-         -29.06  (meters)                     GEOID03
 DH0789  DYNAMIC HT  -         148.739 (meters)     487.99  (feet)  COMP
 DH0789  MODELED GRAV-     979,501.9   (mgal)                       NAVD 88
 DH0789
 DH0789  VERT ORDER  -  SECOND    CLASS 0
 DH0789
 DH0789.The horizontal coordinates were scaled from a topographic map and have
 DH0789.an estimated accuracy of +/- 6 seconds.
 DH0789
 DH0789.The orthometric height was determined by differential leveling
 DH0789.and adjusted by the National Geodetic Survey in June 1991..
 DH0789
 DH0789.The geoid height was determined by GEOID03.
 DH0789
 DH0789.The dynamic height is computed by dividing the NAVD 88
 DH0789.geopotential number by the normal gravity value computed on the
 DH0789.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 DH0789.degrees latitude (g = 980.6199 gals.).
 DH0789
 DH0789.The modeled gravity was interpolated from observed gravity values.
 DH0789
 DH0789;                    North         East    Units  Estimated Accuracy
 DH0789;SPC AL W     -   343,310.      670,970.      MT  (+/- 180 meters Scaled)
 DH0789
 DH0789                          SUPERSEDED SURVEY CONTROL
 DH0789
 DH0789  NGVD 29 (??/??/92)  148.853  (m)          488.36   (f) ADJ UNCH    2 0
 DH0789
 DH0789.Superseded values are not recommended for survey control.
 DH0789.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DH0789.See file dsdata.txt to determine how the superseded data were derived.
 DH0789
 DH0789_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SEB242617(NAD 83)
 DH0789_MARKER: DB = BENCH MARK DISK
 DH0789_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 DH0789_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 DH0789_STAMPING: G 37 1934
 DH0789_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 DH0789+STABILITY: SURFACE MOTION
 DH0789
 DH0789  HISTORY     - Date     Condition        Report By
 DH0789  HISTORY     - 1934     MONUMENTED       CGS
 DH0789  HISTORY     - 1948     GOOD             NGS
 DH0789
 DH0789                          STATION DESCRIPTION
 DH0789
 DH0789'DESCRIBED BY NATIONAL GEODETIC SURVEY 1948
 DH0789'1.0 MI SE FROM CALERA.
 DH0789'ABOUT 1.0 MILE SOUTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 DH0789'FROM THE STATION AT CALERA, ABOUT 60 YARDS WEST OF MILE POST 426, 79
 DH0789'FEET WEST-NORTHWEST OF THE CENTER OF A PRIVATE TRAIL CROSSING, 31.3
 DH0789'FEET NORTH OF THE NORTH RAIL, 10 FEET EAST OF A TELEPHONE POLE, 97
 DH0789'FEET EAST OF THE NORTH END OF AN 18-INCH PIPE CULVERT UNDER TRACKS, 2
 DH0789'FEET EAST OF A WHITE WOODEN WITNESS POST, 1 FOOT BELOW THE TRACK AND
 DH0789'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2503 ***********************************************************************
 CN2503  DESIGNATION -  G 370
 CN2503  PID         -  CN2503
 CN2503  STATE/COUNTY-  AL/MARENGO
 CN2503  USGS QUAD   -  MAGNOLIA (1976)
 CN2503
 CN2503                         *CURRENT SURVEY CONTROL
 CN2503  ___________________________________________________________________
 CN2503* NAD 83(1986)-  32 07 42.     (N)    087 44 42.     (W)     SCALED    
 CN2503* NAVD 88     -       104.584  (meters)     343.12   (feet)  ADJUSTED  
 CN2503  ___________________________________________________________________
 CN2503  GEOID HEIGHT-         -28.12  (meters)                     GEOID03
 CN2503  DYNAMIC HT  -         104.461 (meters)     342.72  (feet)  COMP
 CN2503  MODELED GRAV-     979,459.0   (mgal)                       NAVD 88
 CN2503
 CN2503  VERT ORDER  -  SECOND    CLASS 0
 CN2503
 CN2503.The horizontal coordinates were scaled from a topographic map and have
 CN2503.an estimated accuracy of +/- 6 seconds.
 CN2503
 CN2503.The orthometric height was determined by differential leveling
 CN2503.and adjusted by the National Geodetic Survey in June 1991..
 CN2503
 CN2503.The geoid height was determined by GEOID03.
 CN2503
 CN2503.The dynamic height is computed by dividing the NAVD 88
 CN2503.geopotential number by the normal gravity value computed on the
 CN2503.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2503.degrees latitude (g = 980.6199 gals.).
 CN2503
 CN2503.The modeled gravity was interpolated from observed gravity values.
 CN2503
 CN2503;                    North         East    Units  Estimated Accuracy
 CN2503;SPC AL W     -   235,980.      576,880.      MT  (+/- 180 meters Scaled)
 CN2503
 CN2503                          SUPERSEDED SURVEY CONTROL
 CN2503
 CN2503  NGVD 29 (??/??/92)  104.550  (m)          343.01   (f) ADJ UNCH    2 0
 CN2503
 CN2503.Superseded values are not recommended for survey control.
 CN2503.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2503.See file dsdata.txt to determine how the superseded data were derived.
 CN2503
 CN2503_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA297549(NAD 83)
 CN2503_MARKER: DB = BENCH MARK DISK
 CN2503_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2503_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2503_STAMPING: G 370 1951
 CN2503_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2503+STABILITY: SURFACE MOTION
 CN2503
 CN2503  HISTORY     - Date     Condition        Report By
 CN2503  HISTORY     - 1951     MONUMENTED       CGS
 CN2503
 CN2503                          STATION DESCRIPTION
 CN2503
 CN2503'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2503'0.55 MI W FROM SHILOH.
 CN2503'ABOUT 0.55 MILE WEST ALONG A BLACK TOP ROAD FROM THE ROAD JUNCTION AND
 CN2503'POST OFFICE AT SHILOH, ON THE INSIDE OF AN EAST-SOUTHWEST CURVE IN
 CN2503'BLACK TOP ROAD AND AT THE JUNCTION OF A GRAVEL ROAD LEADING NORTH, 45
 CN2503'FEET SOUTH OF CENTER LINE OF ROAD, 38 FEET EAST OF EXTENDED CENTER
 CN2503'LINE OF ROAD NORTH, 30 FEET SOUTHEAST OF SOUTH END OF A 20-INCH PIPE
 CN2503'CULVERT UNDER BLACK TOP ROAD, 11 FEET WEST OF CENTER OF A WIRE GATE
 CN2503'ACROSS A DIM DRIVE SOUTH TO A FIELD, 1 FOOT NORTH OF A FENCE LINE, 3
 CN2503'FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF
 CN2503'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2460 ***********************************************************************
 CN2460  DESIGNATION -  G 371 RESET
 CN2460  PID         -  CN2460
 CN2460  STATE/COUNTY-  AL/MARENGO
 CN2460  USGS QUAD   -  MILLER (1978)
 CN2460
 CN2460                         *CURRENT SURVEY CONTROL
 CN2460  ___________________________________________________________________
 CN2460* NAD 83(1986)-  32 08 48.     (N)    087 50 52.     (W)     SCALED    
 CN2460* NAVD 88     -        78.99   (meters)     259.2    (feet)  RESET     
 CN2460  ___________________________________________________________________
 CN2460  GEOID HEIGHT-         -28.09  (meters)                     GEOID03
 CN2460
 CN2460  VERT ORDER  -  THIRD
 CN2460
 CN2460.The horizontal coordinates were scaled from a topographic map and have
 CN2460.an estimated accuracy of +/- 6 seconds.
 CN2460
 CN2460.The orthometric height was computed from unverified reset data.
 CN2460
 CN2460.The geoid height was determined by GEOID03.
 CN2460
 CN2460;                    North         East    Units  Estimated Accuracy
 CN2460;SPC AL W     -   238,040.      567,190.      MT  (+/- 180 meters Scaled)
 CN2460
 CN2460                          SUPERSEDED SURVEY CONTROL
 CN2460
 CN2460.No superseded survey control is available for this station.
 CN2460
 CN2460_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA200570(NAD 83)
 CN2460_MARKER: DB = BENCH MARK DISK
 CN2460_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2460_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2460_STAMPING: G 371 RESET 1960
 CN2460_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2460+STABILITY: SURFACE MOTION
 CN2460
 CN2460  HISTORY     - Date     Condition        Report By
 CN2460  HISTORY     - 1960     MONUMENTED       CGS
 CN2460
 CN2460                          STATION DESCRIPTION
 CN2460
 CN2460'DESCRIBED BY COAST AND GEODETIC SURVEY 1960
 CN2460'4.25 MI NE FROM SWEETWATER.
 CN2460'THIS MARK IS LOCATED ABOUT 0.7 MILE NORTHEAST ALONG A BLACK TOP ROAD
 CN2460'FROM THE INTERSECTION WITH STATE HIGHWAY 10 AT SWEETWATER, THENCE
 CN2460'NORTH AND NORTHEAST 3.55 MILES TO THE MARK ON THE LEFT AT THE
 CN2460'SOUTHEAST SLOPE OF THE HILL, 41 FEET WEST OF THE CENTERLINE OF THE
 CN2460'ROAD, 6 FEET NORTHWEST OF AN 8-INCH PINE TREE, 150 FEET
 CN2460'SOUTH-SOUTHEAST OF THE HIGHEST PART OF THE HILL, 30 FEET
 CN2460'NORTH-NORTHEAST OF THE PROJECTED CENTERLINE OF AN ABANDONED ROAD
 CN2460'LEADING SOUTHEAST, 1.5 FEET SOUTHWEST OF A METAL WITNESS POST, ABOUT 6
 CN2460'FEET ABOVE THE LEVEL OF THE ROAD AND SET IN THE TOP OF A 12-INCH ROUND
 CN2460'CONCRETE POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2359 ***********************************************************************
 CN2359  DESIGNATION -  G 372
 CN2359  PID         -  CN2359
 CN2359  STATE/COUNTY-  AL/MARENGO
 CN2359  USGS QUAD   -  THOMASTON EAST (1968)
 CN2359
 CN2359                         *CURRENT SURVEY CONTROL
 CN2359  ___________________________________________________________________
 CN2359* NAD 83(1986)-  32 16 01.     (N)    087 36 32.     (W)     SCALED    
 CN2359* NAVD 88     -        61.986  (meters)     203.37   (feet)  ADJUSTED  
 CN2359  ___________________________________________________________________
 CN2359  GEOID HEIGHT-         -28.39  (meters)                     GEOID03
 CN2359  DYNAMIC HT  -          61.914 (meters)     203.13  (feet)  COMP
 CN2359  MODELED GRAV-     979,472.9   (mgal)                       NAVD 88
 CN2359
 CN2359  VERT ORDER  -  SECOND    CLASS 0
 CN2359
 CN2359.The horizontal coordinates were scaled from a topographic map and have
 CN2359.an estimated accuracy of +/- 6 seconds.
 CN2359
 CN2359.The orthometric height was determined by differential leveling
 CN2359.and adjusted by the National Geodetic Survey in June 1991..
 CN2359
 CN2359.The geoid height was determined by GEOID03.
 CN2359
 CN2359.The dynamic height is computed by dividing the NAVD 88
 CN2359.geopotential number by the normal gravity value computed on the
 CN2359.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2359.degrees latitude (g = 980.6199 gals.).
 CN2359
 CN2359.The modeled gravity was interpolated from observed gravity values.
 CN2359
 CN2359;                    North         East    Units  Estimated Accuracy
 CN2359;SPC AL W     -   251,330.      589,740.      MT  (+/- 180 meters Scaled)
 CN2359
 CN2359                          SUPERSEDED SURVEY CONTROL
 CN2359
 CN2359  NGVD 29 (??/??/92)   61.945  (m)          203.23   (f) ADJ UNCH    2 0
 CN2359
 CN2359.Superseded values are not recommended for survey control.
 CN2359.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2359.See file dsdata.txt to determine how the superseded data were derived.
 CN2359
 CN2359_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA426701(NAD 83)
 CN2359_MARKER: DB = BENCH MARK DISK
 CN2359_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2359_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2359_STAMPING: G 372 1951
 CN2359_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2359+STABILITY: SURFACE MOTION
 CN2359
 CN2359  HISTORY     - Date     Condition        Report By
 CN2359  HISTORY     - 1951     MONUMENTED       CGS
 CN2359
 CN2359                          STATION DESCRIPTION
 CN2359
 CN2359'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2359'0.95 MI E FROM THOMASTON.
 CN2359'ABOUT 0.95 MILE EAST ALONG STATE HIGHWAY 28 FROM THE INTERSECTION OF
 CN2359'STATE HIGHWAY 99 AT THOMASTON, AT A BLACK TOP ROAD CROSSING, 63 FEET
 CN2359'SOUTH OF CENTER LINE OF HIGHWAY, 103 FEET SOUTHWEST OF CENTER LINE OF
 CN2359'BLACK TOP ROAD SOUTHEAST, 7 1/2 FEET SOUTH OF A TELEPHONE POLE, 47
 CN2359'FEET SOUTH-SOUTHEAST OF THE SOUTH END OF A 24-INCH PIPE CULVERT UNDER
 CN2359'HIGHWAY, 4 1/2 FEET SOUTHEAST OF A FENCE CORNER, 1 FOOT NORTHEAST OF A
 CN2359'FENCE LINE, ABOUT 3 FEET BELOW LEVEL OF HIGHWAY AND SET IN THE TOP OF
 CN2359'A CONCRET POST PROJECTING 6 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2275 ***********************************************************************
 CN2275  DESIGNATION -  G 373
 CN2275  PID         -  CN2275
 CN2275  STATE/COUNTY-  AL/MARENGO
 CN2275  USGS QUAD   -  FLATWOOD (1978)
 CN2275
 CN2275                         *CURRENT SURVEY CONTROL
 CN2275  ___________________________________________________________________
 CN2275* NAD 83(1986)-  32 08 12.     (N)    087 32 41.     (W)     SCALED    
 CN2275* NAVD 88     -        56.763  (meters)     186.23   (feet)  ADJUSTED  
 CN2275  ___________________________________________________________________
 CN2275  GEOID HEIGHT-         -28.15  (meters)                     GEOID03
 CN2275  DYNAMIC HT  -          56.697 (meters)     186.01  (feet)  COMP
 CN2275  MODELED GRAV-     979,466.2   (mgal)                       NAVD 88
 CN2275
 CN2275  VERT ORDER  -  SECOND    CLASS 0
 CN2275
 CN2275.The horizontal coordinates were scaled from a topographic map and have
 CN2275.an estimated accuracy of +/- 6 seconds.
 CN2275
 CN2275.The orthometric height was determined by differential leveling
 CN2275.and adjusted by the National Geodetic Survey in June 1991..
 CN2275
 CN2275.The geoid height was determined by GEOID03.
 CN2275
 CN2275.The dynamic height is computed by dividing the NAVD 88
 CN2275.geopotential number by the normal gravity value computed on the
 CN2275.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2275.degrees latitude (g = 980.6199 gals.).
 CN2275
 CN2275.The modeled gravity was interpolated from observed gravity values.
 CN2275
 CN2275;                    North         East    Units  Estimated Accuracy
 CN2275;SPC AL W     -   236,880.      595,780.      MT  (+/- 180 meters Scaled)
 CN2275
 CN2275                          SUPERSEDED SURVEY CONTROL
 CN2275
 CN2275  NGVD 29 (??/??/92)   56.72   (m)          186.1    (f) COMPUTED    2 0
 CN2275
 CN2275.Superseded values are not recommended for survey control.
 CN2275.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2275.See file dsdata.txt to determine how the superseded data were derived.
 CN2275
 CN2275_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA486557(NAD 83)
 CN2275_MARKER: DB = BENCH MARK DISK
 CN2275_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2275_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2275_STAMPING: G 373 1951
 CN2275_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2275+STABILITY: SURFACE MOTION
 CN2275
 CN2275  HISTORY     - Date     Condition        Report By
 CN2275  HISTORY     - 1951     MONUMENTED       CGS
 CN2275
 CN2275                          STATION DESCRIPTION
 CN2275
 CN2275'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2275'1.6 MI SW FROM FLATWOOD.
 CN2275'IN MARENGO COUNTY, 1.6 MILES SOUTHWEST ALONG STATE HIGHWAY 5 FROM THE
 CN2275'POST OFFICE AT FLATWOOD, WILCOX COUNTY, 1.6 MILES NORTHEAST OF THE
 CN2275'POST OFFICE AT LAMISON, WILCOX COUNTY, 0.6 MILE NORTHEAST OF THE
 CN2275'MARENGO-WILCOX COUNTY LINE, AT FENKLEYS GROCERY STORE AND PURE OIL
 CN2275'SERVICE STATION, 70 FEET NORTHEAST OF THE EAST CORNER OF THE STORE, 56
 CN2275'FEET NORTHWEST OF THE CENTER LINE OF THE HIGHWAY, 8 FEET NORTHEAST OF
 CN2275'A FENCE CORNER, 1 FOOT SOUTHEAST OF THE FENCE LINE, 2 FEET NORTH OF A
 CN2275'WHITE WOODEN WITNESS POST, AND ABOUT 1 FOOT HIGHER THAN THE HIGHWAY. A
 CN2275'STANDARD DISK, STAMPED G 373 1951 AND SET IN THE TOP OF A CONCRETE
 CN2275'POST PROJECTING 3 INCHES ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1903 ***********************************************************************
 CN1903  DESIGNATION -  G 374
 CN1903  PID         -  CN1903
 CN1903  STATE/COUNTY-  AL/MARENGO
 CN1903  USGS QUAD   -  CENTRAL MILLS (1979)
 CN1903
 CN1903                         *CURRENT SURVEY CONTROL
 CN1903  ___________________________________________________________________
 CN1903* NAD 83(1986)-  32 16 11.     (N)    087 29 24.     (W)     SCALED    
 CN1903* NAVD 88     -        53.004  (meters)     173.90   (feet)  ADJUSTED  
 CN1903  ___________________________________________________________________
 CN1903  GEOID HEIGHT-         -28.32  (meters)                     GEOID03
 CN1903  DYNAMIC HT  -          52.942 (meters)     173.69  (feet)  COMP
 CN1903  MODELED GRAV-     979,474.7   (mgal)                       NAVD 88
 CN1903
 CN1903  VERT ORDER  -  SECOND    CLASS 0
 CN1903
 CN1903.The horizontal coordinates were scaled from a topographic map and have
 CN1903.an estimated accuracy of +/- 6 seconds.
 CN1903
 CN1903.The orthometric height was determined by differential leveling
 CN1903.and adjusted by the National Geodetic Survey in June 1991..
 CN1903
 CN1903.The geoid height was determined by GEOID03.
 CN1903
 CN1903.The dynamic height is computed by dividing the NAVD 88
 CN1903.geopotential number by the normal gravity value computed on the
 CN1903.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1903.degrees latitude (g = 980.6199 gals.).
 CN1903
 CN1903.The modeled gravity was interpolated from observed gravity values.
 CN1903
 CN1903;                    North         East    Units  Estimated Accuracy
 CN1903;SPC AL W     -   251,630.      600,940.      MT  (+/- 180 meters Scaled)
 CN1903
 CN1903                          SUPERSEDED SURVEY CONTROL
 CN1903
 CN1903  NGVD 29 (??/??/92)   52.954  (m)          173.73   (f) ADJ UNCH    2 0
 CN1903
 CN1903.Superseded values are not recommended for survey control.
 CN1903.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1903.See file dsdata.txt to determine how the superseded data were derived.
 CN1903
 CN1903_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA538704(NAD 83)
 CN1903_MARKER: DB = BENCH MARK DISK
 CN1903_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1903_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1903_STAMPING: G 374 1951
 CN1903_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1903+STABILITY: SURFACE MOTION
 CN1903
 CN1903  HISTORY     - Date     Condition        Report By
 CN1903  HISTORY     - 1951     MONUMENTED       CGS
 CN1903
 CN1903                          STATION DESCRIPTION
 CN1903
 CN1903'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN1903'3.1 MI W FROM CENTRAL MILLS.
 CN1903'ABOUT 3.1 MILES WEST ALONG A GRAVEL ROAD FROM THE CROSSROADS AT
 CN1903'CENTRAL MILLS, ABOUT 0.5 MILE WEST OF JUNCTION OF A ROAD NORTH, AT THE
 CN1903'JUNCTION OF A WOODS ROAD NORTH, 40 FEET NORTH OF CENTER LINE OF ROAD,
 CN1903'7 FEET WEST OF CENTER LINE OF WOODS ROAD, 80 FEET EAST-NORTHEAST
 CN1903'CORNER OF A 120-FOOT WOODEN BRIDGE, 74 1/2 FEET NORTHEAST AND ACROSS
 CN1903'ROAD FROM FIRST POWER POLE EAST OF BRIDGE, 1 FOOT SOUTH OF A FENCE
 CN1903'LINE, ABOUT 2 FEET BELOW LEVEL OF ROAD AND SET IN THE TOP OF A
 CN1903'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2314 ***********************************************************************
 CN2314  DESIGNATION -  G 375
 CN2314  PID         -  CN2314
 CN2314  STATE/COUNTY-  AL/MARENGO
 CN2314  USGS QUAD   -  GALLION (1986)
 CN2314
 CN2314                         *CURRENT SURVEY CONTROL
 CN2314  ___________________________________________________________________
 CN2314* NAD 83(1986)-  32 24 01.     (N)    087 44 26.     (W)     SCALED    
 CN2314* NAVD 88     -        65.016  (meters)     213.31   (feet)  ADJUSTED  
 CN2314  ___________________________________________________________________
 CN2314  GEOID HEIGHT-         -28.73  (meters)                     GEOID03
 CN2314  DYNAMIC HT  -          64.940 (meters)     213.06  (feet)  COMP
 CN2314  MODELED GRAV-     979,483.1   (mgal)                       NAVD 88
 CN2314
 CN2314  VERT ORDER  -  SECOND    CLASS 0
 CN2314
 CN2314.The horizontal coordinates were scaled from a topographic map and have
 CN2314.an estimated accuracy of +/- 6 seconds.
 CN2314
 CN2314.The orthometric height was determined by differential leveling
 CN2314.and adjusted by the National Geodetic Survey in June 1991..
 CN2314
 CN2314.The geoid height was determined by GEOID03.
 CN2314
 CN2314.The dynamic height is computed by dividing the NAVD 88
 CN2314.geopotential number by the normal gravity value computed on the
 CN2314.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2314.degrees latitude (g = 980.6199 gals.).
 CN2314
 CN2314.The modeled gravity was interpolated from observed gravity values.
 CN2314
 CN2314;                    North         East    Units  Estimated Accuracy
 CN2314;SPC AL W     -   266,130.      577,370.      MT  (+/- 180 meters Scaled)
 CN2314
 CN2314                          SUPERSEDED SURVEY CONTROL
 CN2314
 CN2314  NGVD 29 (??/??/92)   64.980  (m)          213.19   (f) ADJ UNCH    2 0
 CN2314
 CN2314.Superseded values are not recommended for survey control.
 CN2314.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2314.See file dsdata.txt to determine how the superseded data were derived.
 CN2314
 CN2314_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA303850(NAD 83)
 CN2314_MARKER: DB = BENCH MARK DISK
 CN2314_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2314_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2314_STAMPING: G 375 1951
 CN2314_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2314+STABILITY: SURFACE MOTION
 CN2314
 CN2314  HISTORY     - Date     Condition        Report By
 CN2314  HISTORY     - 1951     MONUMENTED       CGS
 CN2314
 CN2314                          STATION DESCRIPTION
 CN2314
 CN2314'DESCRIBED BY COAST AND GEODETIC SURVEY 1951
 CN2314'3.25 MI SE FROM SPRING HILL.
 CN2314'ABOUT 0.35 MILE SOUTH ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION AT
 CN2314'SPRING HILL, THENCE ABOUT 2.9 MILES SOUTHEAST ALONG A GRADED DIRT
 CN2314'ROAD, ABOUT 0.85 MILE SOUTHEAST OF ST. LUKES CHURCH, ABOUT 0.15 MILE
 CN2314'SOUTHEAST OF A SCHOOL, ABOUT 20 YARDS WEST OF THE TOP OF A GRADE, AT
 CN2314'THE JUNCTION OF A PRIVATE ROAD SOUTH, 34 FEET SOUTHWEST OF CENTER LINE
 CN2314'OF ROAD, 12 FEET SOUTHEAST OF A CROOKED 14-INCH PINE TREE, 48 FEET
 CN2314'WEST OF CENTERLINE OF PRIVATE ROAD SOUTH, ABOUT 1 FOOT ABOVE LEVEL OF
 CN2314'ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2321 ***********************************************************************
 CN2321  DESIGNATION -  G 376
 CN2321  PID         -  CN2321
 CN2321  STATE/COUNTY-  AL/MARENGO
 CN2321  USGS QUAD   -  THOMASTON WEST (1986)
 CN2321
 CN2321                         *CURRENT SURVEY CONTROL
 CN2321  ___________________________________________________________________
 CN2321* NAD 83(1986)-  32 21 16.     (N)    087 39 52.     (W)     SCALED    
 CN2321* NAVD 88     -        43.151  (meters)     141.57   (feet)  ADJUSTED  
 CN2321  ___________________________________________________________________
 CN2321  GEOID HEIGHT-         -28.59  (meters)                     GEOID03
 CN2321  DYNAMIC HT  -          43.101 (meters)     141.41  (feet)  COMP
 CN2321  MODELED GRAV-     979,481.5   (mgal)                       NAVD 88
 CN2321
 CN2321  VERT ORDER  -  SECOND    CLASS 0
 CN2321
 CN2321.The horizontal coordinates were scaled from a topographic map and have
 CN2321.an estimated accuracy of +/- 6 seconds.
 CN2321
 CN2321.The orthometric height was determined by differential leveling
 CN2321.and adjusted by the National Geodetic Survey in June 1991..
 CN2321
 CN2321.The geoid height was determined by GEOID03.
 CN2321
 CN2321.The dynamic height is computed by dividing the NAVD 88
 CN2321.geopotential number by the normal gravity value computed on the
 CN2321.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2321.degrees latitude (g = 980.6199 gals.).
 CN2321
 CN2321.The modeled gravity was interpolated from observed gravity values.
 CN2321
 CN2321;                    North         East    Units  Estimated Accuracy
 CN2321;SPC AL W     -   261,040.      584,520.      MT  (+/- 180 meters Scaled)
 CN2321
 CN2321                          SUPERSEDED SURVEY CONTROL
 CN2321
 CN2321  NGVD 29 (??/??/92)   43.113  (m)          141.45   (f) ADJ UNCH    2 0
 CN2321
 CN2321.Superseded values are not recommended for survey control.
 CN2321.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2321.See file dsdata.txt to determine how the superseded data were derived.
 CN2321
 CN2321_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA374799(NAD 83)
 CN2321_MARKER: DB = BENCH MARK DISK
 CN2321_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2321_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2321_STAMPING: G 376 1952
 CN2321_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2321+STABILITY: SURFACE MOTION
 CN2321
 CN2321  HISTORY     - Date     Condition        Report By
 CN2321  HISTORY     - 1952     MONUMENTED       CGS
 CN2321
 CN2321                          STATION DESCRIPTION
 CN2321
 CN2321'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2321'1.45 MI W FROM DAYTON.
 CN2321'ABOUT 1.45 MILES WEST ALONG A GRAVEL ROAD FROM THE POST OFFICE AND
 CN2321'JUNCTION OF STATE HIGHWAY 99 AT DAYTON, ABOUT 0.3 MILE EAST OF A
 CN2321'CHURCH, ABOUT 0.4 MILE WEST OF A 60-FOOT CONCRETE BRIDGE, AT A DRIVE
 CN2321'SOUTH TO A CULTIVATED FIELD, 32 FEET SOUTH OF CENTER LINE OF ROAD, 12
 CN2321'FEET WEST OF A GATE ACROSS DRIVE, 5 FEET SOUTHWEST OF WEST END OF A
 CN2321'14-INCH PIPE CULVERT UNDER DRIVE, 1 FOOT NORTH OF A FENCE LINE, 2 FEET
 CN2321'WEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL WITH ROAD AND SET IN
 CN2321'THE TOP OF A CONCRETE POST PROJECTING 5 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN1932 ***********************************************************************
 CN1932  DESIGNATION -  G 377
 CN1932  PID         -  CN1932
 CN1932  STATE/COUNTY-  AL/DALLAS
 CN1932  USGS QUAD   -  UNIONTOWN EAST (1968)
 CN1932
 CN1932                         *CURRENT SURVEY CONTROL
 CN1932  ___________________________________________________________________
 CN1932* NAD 83(1986)-  32 23 52.     (N)    087 24 19.     (W)     SCALED    
 CN1932* NAVD 88     -        69.214  (meters)     227.08   (feet)  ADJUSTED  
 CN1932  ___________________________________________________________________
 CN1932  GEOID HEIGHT-         -28.51  (meters)                     GEOID03
 CN1932  DYNAMIC HT  -          69.134 (meters)     226.82  (feet)  COMP
 CN1932  MODELED GRAV-     979,486.2   (mgal)                       NAVD 88
 CN1932
 CN1932  VERT ORDER  -  SECOND    CLASS 0
 CN1932
 CN1932.The horizontal coordinates were scaled from a topographic map and have
 CN1932.an estimated accuracy of +/- 6 seconds.
 CN1932
 CN1932.The orthometric height was determined by differential leveling
 CN1932.and adjusted by the National Geodetic Survey in June 1991..
 CN1932
 CN1932.The geoid height was determined by GEOID03.
 CN1932
 CN1932.The dynamic height is computed by dividing the NAVD 88
 CN1932.geopotential number by the normal gravity value computed on the
 CN1932.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN1932.degrees latitude (g = 980.6199 gals.).
 CN1932
 CN1932.The modeled gravity was interpolated from observed gravity values.
 CN1932
 CN1932;                    North         East    Units  Estimated Accuracy
 CN1932;SPC AL W     -   265,840.      608,910.      MT  (+/- 180 meters Scaled)
 CN1932
 CN1932                          SUPERSEDED SURVEY CONTROL
 CN1932
 CN1932  NGVD 29 (??/??/92)   69.156  (m)          226.89   (f) ADJ UNCH    2 0
 CN1932
 CN1932.Superseded values are not recommended for survey control.
 CN1932.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN1932.See file dsdata.txt to determine how the superseded data were derived.
 CN1932
 CN1932_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA618846(NAD 83)
 CN1932_MARKER: DB = BENCH MARK DISK
 CN1932_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN1932_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN1932_STAMPING: G 377 1952
 CN1932_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN1932+STABILITY: SURFACE MOTION
 CN1932
 CN1932  HISTORY     - Date     Condition        Report By
 CN1932  HISTORY     - 1952     MONUMENTED       CGS
 CN1932
 CN1932                          STATION DESCRIPTION
 CN1932
 CN1932'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN1932'7.45 MI SE FROM UNIONTOWN.
 CN1932'ABOUT 3.65 MILES SOUTHEAST ALONG A BLACK TOP ROAD FROM THE SOUTHERN
 CN1932'RAILWAY STATION AT UNIONTOWN, THENCE ABOUT 3.8 MILES EAST ALONG A
 CN1932'GRAVEL ROAD, ABOUT 0.25 MILE WEST OF A ROAD NORTH, ON THE OUTSIDE AND
 CN1932'AT ABOUT THE CENTER OF A LONG CURVE WITH TANGENTS EXTENDING NORTHWEST
 CN1932'AND NORTHEAST, 30 FEET SOUTH OF CENTER LINE OF ROAD, 77 1/2 FEET EAST
 CN1932'OF A 12-INCH FORKED PINE TREE WHICH IS IN A FENCE LINE, 1 FOOT NORTH
 CN1932'OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT 1
 CN1932'FOOT BELOW LEVEL OF ROAD AND SET IN THE TOP OF A CONCRETE POST
 CN1932'PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0633 ***********************************************************************
 CM0633  DESIGNATION -  G 378
 CM0633  PID         -  CM0633
 CM0633  STATE/COUNTY-  AL/LEE
 CM0633  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM0633
 CM0633                         *CURRENT SURVEY CONTROL
 CM0633  ___________________________________________________________________
 CM0633* NAD 83(1986)-  32 36 08.     (N)    085 15 29.     (W)     SCALED    
 CM0633* NAVD 88     -       209.231  (meters)     686.45   (feet)  ADJUSTED  
 CM0633  ___________________________________________________________________
 CM0633  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CM0633  DYNAMIC HT  -         208.983 (meters)     685.64  (feet)  COMP
 CM0633  MODELED GRAV-     979,450.7   (mgal)                       NAVD 88
 CM0633
 CM0633  VERT ORDER  -  FIRST     CLASS I
 CM0633
 CM0633.The horizontal coordinates were scaled from a topographic map and have
 CM0633.an estimated accuracy of +/- 6 seconds.
 CM0633
 CM0633.The orthometric height was determined by differential leveling
 CM0633.and adjusted by the National Geodetic Survey in June 1991..
 CM0633
 CM0633.The geoid height was determined by GEOID03.
 CM0633
 CM0633.The dynamic height is computed by dividing the NAVD 88
 CM0633.geopotential number by the normal gravity value computed on the
 CM0633.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0633.degrees latitude (g = 980.6199 gals.).
 CM0633
 CM0633.The modeled gravity was interpolated from observed gravity values.
 CM0633
 CM0633;                    North         East    Units  Estimated Accuracy
 CM0633;SPC AL E     -   233,230.      254,000.      MT  (+/- 180 meters Scaled)
 CM0633
 CM0633                          SUPERSEDED SURVEY CONTROL
 CM0633
 CM0633  NGVD 29 (??/??/92)  209.206  (m)          686.37   (f) ADJ UNCH    1 1
 CM0633
 CM0633.Superseded values are not recommended for survey control.
 CM0633.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0633.See file dsdata.txt to determine how the superseded data were derived.
 CM0633
 CM0633_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB634085(NAD 83)
 CM0633_MARKER: DB = BENCH MARK DISK
 CM0633_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0633_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0633_STAMPING: G 378 1952
 CM0633_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0633+STABILITY: SURFACE MOTION
 CM0633
 CM0633  HISTORY     - Date     Condition        Report By
 CM0633  HISTORY     - 1952     MONUMENTED       CGS
 CM0633  HISTORY     - 1968     GOOD             NGS
 CM0633
 CM0633                          STATION DESCRIPTION
 CM0633
 CM0633'DESCRIBED BY NATIONAL GEODETIC SURVEY 1968
 CM0633'0.9 MI NW FROM SALEM.
 CM0633'ABOUT 0.9 MILE NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY
 CM0633'FROM THE SALEM METHODIST CHURCH AT SALEM, ABOUT 0.5 MILE NORTHWEST
 CM0633'OF MILEPOST 310, 66 1/2 FEET SOUTH OF THE CENTER OF A GRADED DIRT
 CM0633'ROAD CROSSING, 35 1/2 FEET EAST OF THE CENTER LINE OF THE ROAD,
 CM0633'34.6 FEET SOUTHWEST OF THE SOUTHWEST RAIL, 0.9 FOOT SOUTHEAST OF
 CM0633'A METAL WITNESS POST, ABOUT LEVEL WITH THE ROAD, ABOUT 1 FOOT ABOVE
 CM0633'THE LEVEL OF THE TRACK AND SET IN THE TOP OF A CONCRETE POST
 CM0633'PROJECTING 3 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1433 ***********************************************************************
 CM1433  DESIGNATION -  G 378 RESET
 CM1433  PID         -  CM1433
 CM1433  STATE/COUNTY-  AL/LEE
 CM1433  USGS QUAD   -  PARKERS CROSSROADS (1983)
 CM1433
 CM1433                         *CURRENT SURVEY CONTROL
 CM1433  ___________________________________________________________________
 CM1433* NAD 83(1986)-  32 36 08.     (N)    085 15 29.     (W)     SCALED    
 CM1433* NAVD 88     -       209.54   (meters)     687.5    (feet)  RESET     
 CM1433  ___________________________________________________________________
 CM1433  GEOID HEIGHT-         -28.38  (meters)                     GEOID03
 CM1433
 CM1433  VERT ORDER  -  THIRD
 CM1433
 CM1433.The horizontal coordinates were scaled from a topographic map and have
 CM1433.an estimated accuracy of +/- 6 seconds.
 CM1433
 CM1433.The orthometric height was computed from unverified reset data.
 CM1433
 CM1433.The geoid height was determined by GEOID03.
 CM1433
 CM1433;                    North         East    Units  Estimated Accuracy
 CM1433;SPC AL E     -   233,230.      254,000.      MT  (+/- 180 meters Scaled)
 CM1433
 CM1433                          SUPERSEDED SURVEY CONTROL
 CM1433
 CM1433  NGVD 29 (11/20/03)  209.51   (m)          687.4    (f) RESET       3  
 CM1433
 CM1433.Superseded values are not recommended for survey control.
 CM1433.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1433.See file dsdata.txt to determine how the superseded data were derived.
 CM1433
 CM1433_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB634085(NAD 83)
 CM1433_MARKER: DB = BENCH MARK DISK
 CM1433_SETTING: 16 = (FASTENED TO) A METAL ROD WITH BASE PLATE BURIED/SCREWED
 CM1433+WITH SETTING: INTO GROUND
 CM1433_STAMPING: G 378 RESET 1976
 CM1433_PROJECTION: FLUSH
 CM1433_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1433+STABILITY: SURFACE MOTION
 CM1433_ROD/PIPE-DEPTH: 1.22 meters
 CM1433
 CM1433  HISTORY     - Date     Condition        Report By
 CM1433  HISTORY     - 1976     MONUMENTED       NGS
 CM1433
 CM1433                          STATION DESCRIPTION
 CM1433
 CM1433'DESCRIBED BY NATIONAL GEODETIC SURVEY 1976
 CM1433'1.1 MI NW FROM SALEM.
 CM1433'1.1 MILES NORTHWEST ALONG THE CENTRAL OF GEORGIA RAILWAY FROM
 CM1433'THE STATION IN SALEM, 0.5 MILE NORTHWEST OF MILEPOST 310, 149.0
 CM1433'FEET EAST OF THE CENTER OF THE NEW ROAD CROSSING, 19.4 FEET NORTH
 CM1433'OF THE NORTH RAIL OF TRACK, 10.0 FEET SOUTH OF THE CENTER OF A
 CM1433'TRACK ROAD, AND 1.4 FEET SOUTH OF A TELEGRAPH POLE.
 CM1433'THE MARK IS 1.0 FT  N FROM A WITNESS POST.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0981 ***********************************************************************
 CM0981  DESIGNATION -  G 379
 CM0981  PID         -  CM0981
 CM0981  STATE/COUNTY-  AL/RUSSELL
 CM0981  USGS QUAD   -  HATCHECHUBBEE (1985)
 CM0981
 CM0981                         *CURRENT SURVEY CONTROL
 CM0981  ___________________________________________________________________
 CM0981* NAD 83(1986)-  32 21 06.     (N)    085 17 13.     (W)     SCALED    
 CM0981* NAVD 88     -       158.445  (meters)     519.83   (feet)  ADJUSTED  
 CM0981  ___________________________________________________________________
 CM0981  GEOID HEIGHT-         -27.41  (meters)                     GEOID03
 CM0981  DYNAMIC HT  -         158.261 (meters)     519.23  (feet)  COMP
 CM0981  MODELED GRAV-     979,478.1   (mgal)                       NAVD 88
 CM0981
 CM0981  VERT ORDER  -  SECOND    CLASS 0
 CM0981
 CM0981.The horizontal coordinates were scaled from a topographic map and have
 CM0981.an estimated accuracy of +/- 6 seconds.
 CM0981
 CM0981.The orthometric height was determined by differential leveling
 CM0981.and adjusted by the National Geodetic Survey in June 1991..
 CM0981
 CM0981.The geoid height was determined by GEOID03.
 CM0981
 CM0981.The dynamic height is computed by dividing the NAVD 88
 CM0981.geopotential number by the normal gravity value computed on the
 CM0981.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0981.degrees latitude (g = 980.6199 gals.).
 CM0981
 CM0981.The modeled gravity was interpolated from observed gravity values.
 CM0981
 CM0981;                    North         East    Units  Estimated Accuracy
 CM0981;SPC AL E     -   205,430.      251,430.      MT  (+/- 180 meters Scaled)
 CM0981
 CM0981                          SUPERSEDED SURVEY CONTROL
 CM0981
 CM0981  NGVD 29 (??/??/92)  158.445  (m)          519.83   (f) ADJ UNCH    2 0
 CM0981
 CM0981.Superseded values are not recommended for survey control.
 CM0981.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0981.See file dsdata.txt to determine how the superseded data were derived.
 CM0981
 CM0981_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA611807(NAD 83)
 CM0981_MARKER: DB = BENCH MARK DISK
 CM0981_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0981_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0981_STAMPING: G 379 1952
 CM0981_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0981+STABILITY: SURFACE MOTION
 CM0981
 CM0981  HISTORY     - Date     Condition        Report By
 CM0981  HISTORY     - 1952     MONUMENTED       CGS
 CM0981
 CM0981                          STATION DESCRIPTION
 CM0981
 CM0981'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0981'3.8 MI W FROM SANDFORT.
 CM0981'ABOUT 3.75 MILES WEST ALONG A GRAVEL ROAD FROM THE ROAD JUNCTION
 CM0981'AND STORE AT SANDFORT, ABOUT 4.7 MILES EAST OF ROAD JUNCTION AT
 CM0981'UCHEE, ABOUT 0.75 MILE EAST OF JUNCTION OF A ROAD SOUTH TO
 CM0981'HATCHECHUBBEE, AT A POWER LINE CROSSING, 26 FEET NORTH OF CENTER
 CM0981'LINE OF ROAD, 2 FEET NORTH OF FIRST POWER POLE NORTH OF ROAD,
 CM0981'2 1/2 FEET NORTH OF A FENCE LINE, 1 FOOT ABOVE ROAD AND SET IN THE
 CM0981'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 EE1069 ***********************************************************************
 EE1069  DESIGNATION -  G 38
 EE1069  PID         -  EE1069
 EE1069  STATE/COUNTY-  AL/CHEROKEE
 EE1069  USGS QUAD   -  CENTRE (1986)
 EE1069
 EE1069                         *CURRENT SURVEY CONTROL
 EE1069  ___________________________________________________________________
 EE1069* NAD 83(1986)-  34 12 46.     (N)    085 38 54.     (W)     SCALED    
 EE1069* NAVD 88     -       171.304  (meters)     562.02   (feet)  ADJUSTED  
 EE1069  ___________________________________________________________________
 EE1069  GEOID HEIGHT-         -28.95  (meters)                     GEOID03
 EE1069  DYNAMIC HT  -         171.128 (meters)     561.44  (feet)  COMP
 EE1069  MODELED GRAV-     979,607.1   (mgal)                       NAVD 88
 EE1069
 EE1069  VERT ORDER  -  SECOND    CLASS 0
 EE1069
 EE1069.The horizontal coordinates were scaled from a topographic map and have
 EE1069.an estimated accuracy of +/- 6 seconds.
 EE1069
 EE1069.The orthometric height was determined by differential leveling
 EE1069.and adjusted by the National Geodetic Survey in June 1991..
 EE1069
 EE1069.The geoid height was determined by GEOID03.
 EE1069
 EE1069.The dynamic height is computed by dividing the NAVD 88
 EE1069.geopotential number by the normal gravity value computed on the
 EE1069.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 EE1069.degrees latitude (g = 980.6199 gals.).
 EE1069
 EE1069.The modeled gravity was interpolated from observed gravity values.
 EE1069
 EE1069;                    North         East    Units  Estimated Accuracy
 EE1069;SPC AL E     -   411,720.      217,050.      MT  (+/- 180 meters Scaled)
 EE1069
 EE1069                          SUPERSEDED SURVEY CONTROL
 EE1069
 EE1069  NGVD 29 (??/??/92)  171.273  (m)          561.92   (f) ADJ UNCH    2 0
 EE1069
 EE1069.Superseded values are not recommended for survey control.
 EE1069.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 EE1069.See file dsdata.txt to determine how the superseded data were derived.
 EE1069
 EE1069_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFC245865(NAD 83)
 EE1069_MARKER: DB = BENCH MARK DISK
 EE1069_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 EE1069_SP_SET: BRIDGE ABUTMENT
 EE1069_STAMPING: G 38 1934
 EE1069_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 EE1069
 EE1069  HISTORY     - Date     Condition        Report By
 EE1069  HISTORY     - 1934     MONUMENTED       CGS
 EE1069
 EE1069                          STATION DESCRIPTION
 EE1069
 EE1069'DESCRIBED BY COAST AND GEODETIC SURVEY 1934
 EE1069'2.5 MI SW FROM CEDAR BLUFF.
 EE1069'LOCATED 2.5 MILES SOUTHWEST OF THE DEPOT AT CEDAR BLUFF, IN TOP
 EE1069'OF CONCRETE OF WEST ABUTMENT OF RAILROAD BRIDGE NO. 30.2, OVER
 EE1069'CHATTOOGA RIVER, 7.1 FEET SOUTH OF SOUTH RAIL, 0.9 OF FOOT
 EE1069'BELOW BASE OF RAIL.  STANDARD TABLET SET IN CONCRETE BRIDGE
 EE1069'ABUTMENT.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0966 ***********************************************************************
 CM0966  DESIGNATION -  G 380
 CM0966  PID         -  CM0966
 CM0966  STATE/COUNTY-  AL/RUSSELL
 CM0966  USGS QUAD   -  CRAWFORD (1984)
 CM0966
 CM0966                         *CURRENT SURVEY CONTROL
 CM0966  ___________________________________________________________________
 CM0966* NAD 83(1986)-  32 24 20.     (N)    085 08 32.     (W)     SCALED    
 CM0966* NAVD 88     -       116.997  (meters)     383.85   (feet)  ADJUSTED  
 CM0966  ___________________________________________________________________
 CM0966  GEOID HEIGHT-         -27.39  (meters)                     GEOID03
 CM0966  DYNAMIC HT  -         116.863 (meters)     383.41  (feet)  COMP
 CM0966  MODELED GRAV-     979,486.5   (mgal)                       NAVD 88
 CM0966
 CM0966  VERT ORDER  -  SECOND    CLASS 0
 CM0966
 CM0966.The horizontal coordinates were scaled from a topographic map and have
 CM0966.an estimated accuracy of +/- 6 seconds.
 CM0966
 CM0966.The orthometric height was determined by differential leveling
 CM0966.and adjusted by the National Geodetic Survey in June 1991..
 CM0966
 CM0966.The geoid height was determined by GEOID03.
 CM0966
 CM0966.The dynamic height is computed by dividing the NAVD 88
 CM0966.geopotential number by the normal gravity value computed on the
 CM0966.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0966.degrees latitude (g = 980.6199 gals.).
 CM0966
 CM0966.The modeled gravity was interpolated from observed gravity values.
 CM0966
 CM0966;                    North         East    Units  Estimated Accuracy
 CM0966;SPC AL E     -   211,490.      265,010.      MT  (+/- 180 meters Scaled)
 CM0966
 CM0966                          SUPERSEDED SURVEY CONTROL
 CM0966
 CM0966  NGVD 29 (??/??/92)  117.007  (m)          383.88   (f) ADJ UNCH    2 0
 CM0966
 CM0966.Superseded values are not recommended for survey control.
 CM0966.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0966.See file dsdata.txt to determine how the superseded data were derived.
 CM0966
 CM0966_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA747869(NAD 83)
 CM0966_MARKER: DB = BENCH MARK DISK
 CM0966_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0966_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0966_STAMPING: G 380 1952
 CM0966_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0966+STABILITY: SURFACE MOTION
 CM0966
 CM0966  HISTORY     - Date     Condition        Report By
 CM0966  HISTORY     - 1952     MONUMENTED       CGS
 CM0966
 CM0966                          STATION DESCRIPTION
 CM0966
 CM0966'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0966'9.5 MI SW FROM PHENIX CITY.
 CM0966'ABOUT 9.5 MILES SOUTHWEST ALONG A BLACK TOP ROAD (SANDFORT ROAD
 CM0966'EXTENDED) FROM THE JUNCTION OF 9TH AVENUE AT PHENIX CITY, ABOUT 0.75
 CM0966'MILE SOUTHWEST OF JUNCTION OF A BLACK TOP ROAD NORTHWEST, ABOUT 0.15
 CM0966'MILE SOUTHWEST OF JUNCTION OF A DRIVE NORTHWEST TO PLEASANT
 CM0966'HILL BAPTIST CHURCH, 42 FEET SOUTHEAST OF CENTER LINE OF ROAD,
 CM0966'120 FEET SOUTH AND ACROSS HIGHWAY FROM THE SECOND TELEPHONE POLE
 CM0966'SOUTHWEST OF DRIVE TO CHURCH, 5 FEET EAST OF A FENCE CORNER, 1 FOOT
 CM0966'NORTH OF A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST,
 CM0966'ABOUT LEVEL WITH ROAD AND SET IN THE TOP OF A CONCRETE POST
 CM0966'PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0726 ***********************************************************************
 BT0726  DESIGNATION -  G 382
 BT0726  PID         -  BT0726
 BT0726  STATE/COUNTY-  AL/BARBOUR
 BT0726  USGS QUAD   -  BAKER HILL (1968)
 BT0726
 BT0726                         *CURRENT SURVEY CONTROL
 BT0726  ___________________________________________________________________
 BT0726* NAD 83(1986)-  31 49 00.     (N)    085 19 56.     (W)     SCALED    
 BT0726* NAVD 88     -       140.689  (meters)     461.58   (feet)  ADJUSTED  
 BT0726  ___________________________________________________________________
 BT0726  GEOID HEIGHT-         -26.13  (meters)                     GEOID03
 BT0726  DYNAMIC HT  -         140.524 (meters)     461.04  (feet)  COMP
 BT0726  MODELED GRAV-     979,465.4   (mgal)                       NAVD 88
 BT0726
 BT0726  VERT ORDER  -  SECOND    CLASS 0
 BT0726
 BT0726.The horizontal coordinates were scaled from a topographic map and have
 BT0726.an estimated accuracy of +/- 6 seconds.
 BT0726
 BT0726.The orthometric height was determined by differential leveling
 BT0726.and adjusted by the National Geodetic Survey in June 1991..
 BT0726
 BT0726.The geoid height was determined by GEOID03.
 BT0726
 BT0726.The dynamic height is computed by dividing the NAVD 88
 BT0726.geopotential number by the normal gravity value computed on the
 BT0726.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0726.degrees latitude (g = 980.6199 gals.).
 BT0726
 BT0726.The modeled gravity was interpolated from observed gravity values.
 BT0726
 BT0726;                    North         East    Units  Estimated Accuracy
 BT0726;SPC AL E     -   146,090.      247,440.      MT  (+/- 180 meters Scaled)
 BT0726
 BT0726                          SUPERSEDED SURVEY CONTROL
 BT0726
 BT0726  NGVD 29 (??/??/92)  140.727  (m)          461.70   (f) ADJ UNCH    2 0
 BT0726
 BT0726.Superseded values are not recommended for survey control.
 BT0726.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0726.See file dsdata.txt to determine how the superseded data were derived.
 BT0726
 BT0726_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA578213(NAD 83)
 BT0726_MARKER: DB = BENCH MARK DISK
 BT0726_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0726_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0726_STAMPING: G 382 1952
 BT0726_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0726+STABILITY: SURFACE MOTION
 BT0726
 BT0726  HISTORY     - Date     Condition        Report By
 BT0726  HISTORY     - 1952     MONUMENTED       CGS
 BT0726
 BT0726                          STATION DESCRIPTION
 BT0726
 BT0726'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0726'3.4 MI NW FROM BAKERHILL.
 BT0726'ABOUT 3.35 MILES NORTHWEST ALONG A BLACK TOP ROAD AND A ROAD
 BT0726'NOW UNDER CONSTRUCTION FROM THE INTERSECTION OF STATE HIGHWAY 131
 BT0726'AT BAKERHILL, ABOUT 0.3 MILE SOUTHEAST OF A ROAD WEST, ABOUT 0.65
 BT0726'MILE NORTHWEST OF ROCKY MOUNT CHURCH AND CEMETERY, 67 1/2 FEET
 BT0726'EAST OF EAST ROUNDED PORCH CORNER OF A LARGE FARM HOUSE, 32 FEET
 BT0726'SOUTH-SOUTHWEST OF CENTER LINE OF ROAD, 14 FEET SOUTHWEST OF
 BT0726'CENTER OF JUNCTION OF A ROAD SOUTH, 3 FEET NORTHEAST OF A FENCE
 BT0726'LINE WITH HEDGE ROW, ABOUT LEVEL WITH PRESENT ROAD AND SET IN THE
 BT0726'TOP OF A CONCRETE POST PROJECTING 2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0934 ***********************************************************************
 CM0934  DESIGNATION -  G 385
 CM0934  PID         -  CM0934
 CM0934  STATE/COUNTY-  AL/BARBOUR
 CM0934  USGS QUAD   -  BATESVILLE (1973)
 CM0934
 CM0934                         *CURRENT SURVEY CONTROL
 CM0934  ___________________________________________________________________
 CM0934* NAD 83(1986)-  32 00 56.     (N)    085 18 37.     (W)     SCALED    
 CM0934* NAVD 88     -        74.852  (meters)     245.58   (feet)  ADJUSTED  
 CM0934  ___________________________________________________________________
 CM0934  GEOID HEIGHT-         -26.41  (meters)                     GEOID03
 CM0934  DYNAMIC HT  -          74.765 (meters)     245.29  (feet)  COMP
 CM0934  MODELED GRAV-     979,484.2   (mgal)                       NAVD 88
 CM0934
 CM0934  VERT ORDER  -  SECOND    CLASS 0
 CM0934
 CM0934.The horizontal coordinates were scaled from a topographic map and have
 CM0934.an estimated accuracy of +/- 6 seconds.
 CM0934
 CM0934.The orthometric height was determined by differential leveling
 CM0934.and adjusted by the National Geodetic Survey in June 1991..
 CM0934
 CM0934.The geoid height was determined by GEOID03.
 CM0934
 CM0934.The dynamic height is computed by dividing the NAVD 88
 CM0934.geopotential number by the normal gravity value computed on the
 CM0934.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0934.degrees latitude (g = 980.6199 gals.).
 CM0934
 CM0934.The modeled gravity was interpolated from observed gravity values.
 CM0934
 CM0934;                    North         East    Units  Estimated Accuracy
 CM0934;SPC AL E     -   168,150.      249,420.      MT  (+/- 180 meters Scaled)
 CM0934
 CM0934                          SUPERSEDED SURVEY CONTROL
 CM0934
 CM0934  NGVD 29 (??/??/92)   74.878  (m)          245.66   (f) ADJ UNCH    2 0
 CM0934
 CM0934.Superseded values are not recommended for survey control.
 CM0934.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0934.See file dsdata.txt to determine how the superseded data were derived.
 CM0934
 CM0934_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA595434(NAD 83)
 CM0934_MARKER: DB = BENCH MARK DISK
 CM0934_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0934_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0934_STAMPING: G 385 1952
 CM0934_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0934+STABILITY: SURFACE MOTION
 CM0934
 CM0934  HISTORY     - Date     Condition        Report By
 CM0934  HISTORY     - 1952     MONUMENTED       CGS
 CM0934
 CM0934                          STATION DESCRIPTION
 CM0934
 CM0934'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0934'0.6 MI NE FROM BATESVILLE.
 CM0934'ABOUT 0.6 MILE NORTHEAST ALONG A GRADED ROAD FROM THE CENTRAL OF
 CM0934'GEORGIA RAILWAY STATION AT BATESVILLE, THENCE ABOUT 110 YARDS
 CM0934'WEST ALONG U.S. HIGHWAY 82, ABOUT 0.15 MILE EAST OF THE EAST END
 CM0934'OF A HIGHWAY 82 BRIDGE OVER SOUTH FORK COWIKEE CREEK, 39 FEET
 CM0934'NORTH OF CENTER LINE OF HIGHWAY, 1 FOOT EAST OF HIGHWAY R/W MARKER
 CM0934'POST NO. 684+32.8, 132 FEET EAST OF EAST END OF NORTH HEAD WALL OF
 CM0934'A 20-FOOT CONCRETE CULVERT WITH PARTITION, ABOUT 3 1/2 FEET BELOW
 CM0934'LEVEL OF HIGHWAY AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0934'3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0712 ***********************************************************************
 BT0712  DESIGNATION -  G 386
 BT0712  PID         -  BT0712
 BT0712  STATE/COUNTY-  AL/BARBOUR
 BT0712  USGS QUAD   -  WHITE OAK (1968)
 BT0712
 BT0712                         *CURRENT SURVEY CONTROL
 BT0712  ___________________________________________________________________
 BT0712* NAD 83(1986)-  31 56 46.     (N)    085 20 49.     (W)     SCALED    
 BT0712* NAVD 88     -       120.127  (meters)     394.12   (feet)  ADJUSTED  
 BT0712  ___________________________________________________________________
 BT0712  GEOID HEIGHT-         -26.28  (meters)                     GEOID03
 BT0712  DYNAMIC HT  -         119.988 (meters)     393.66  (feet)  COMP
 BT0712  MODELED GRAV-     979,477.0   (mgal)                       NAVD 88
 BT0712
 BT0712  VERT ORDER  -  SECOND    CLASS 0
 BT0712
 BT0712.The horizontal coordinates were scaled from a topographic map and have
 BT0712.an estimated accuracy of +/- 6 seconds.
 BT0712
 BT0712.The orthometric height was determined by differential leveling
 BT0712.and adjusted by the National Geodetic Survey in June 1991..
 BT0712
 BT0712.The geoid height was determined by GEOID03.
 BT0712
 BT0712.The dynamic height is computed by dividing the NAVD 88
 BT0712.geopotential number by the normal gravity value computed on the
 BT0712.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0712.degrees latitude (g = 980.6199 gals.).
 BT0712
 BT0712.The modeled gravity was interpolated from observed gravity values.
 BT0712
 BT0712;                    North         East    Units  Estimated Accuracy
 BT0712;SPC AL E     -   160,430.      245,990.      MT  (+/- 180 meters Scaled)
 BT0712
 BT0712                          SUPERSEDED SURVEY CONTROL
 BT0712
 BT0712  NGVD 29 (??/??/92)  120.149  (m)          394.19   (f) ADJ UNCH    2 0
 BT0712
 BT0712.Superseded values are not recommended for survey control.
 BT0712.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0712.See file dsdata.txt to determine how the superseded data were derived.
 BT0712
 BT0712_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFA562356(NAD 83)
 BT0712_MARKER: DB = BENCH MARK DISK
 BT0712_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0712_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0712_STAMPING: G 386 1952
 BT0712_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0712+STABILITY: SURFACE MOTION
 BT0712
 BT0712  HISTORY     - Date     Condition        Report By
 BT0712  HISTORY     - 1952     MONUMENTED       CGS
 BT0712
 BT0712                          STATION DESCRIPTION
 BT0712
 BT0712'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT0712'3.4 MI N FROM WHITE OAK.
 BT0712'ABOUT 3.45 MILES NORTH ALONG A GRADED ROAD FROM THE CENTRAL OF
 BT0712'GEORGIA RAILWAY STATION SIGN AT WHITE OAK, 27 FEET NORTHEAST OF
 BT0712'CENTER LINE OF ROAD, 8 1/2 FEET NORTHWEST OF A POWER POLE WITH A
 BT0712'TRANSFORMER FROM WHICH POWER LINE LEAVES ROAD THE NORTH, 107 FEET
 BT0712'NORTH-NORTHEAST AND ACROSS ROAD FROM CENTER OF A WELL WHICH IS
 BT0712'AT RUINS OF AN OLD HOUSE, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND
 BT0712'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0702 ***********************************************************************
 CM0702  DESIGNATION -  G 387
 CM0702  PID         -  CM0702
 CM0702  STATE/COUNTY-  AL/LEE
 CM0702  USGS QUAD   -  BLEECKER (1973)
 CM0702
 CM0702                         *CURRENT SURVEY CONTROL
 CM0702  ___________________________________________________________________
 CM0702* NAD 83(1986)-  32 30 28.     (N)    085 09 18.     (W)     SCALED    
 CM0702* NAVD 88     -       140.403  (meters)     460.64   (feet)  ADJUSTED  
 CM0702  ___________________________________________________________________
 CM0702  GEOID HEIGHT-         -27.84  (meters)                     GEOID03
 CM0702  DYNAMIC HT  -         140.241 (meters)     460.11  (feet)  COMP
 CM0702  MODELED GRAV-     979,479.7   (mgal)                       NAVD 88
 CM0702
 CM0702  VERT ORDER  -  SECOND    CLASS 0
 CM0702
 CM0702.The horizontal coordinates were scaled from a topographic map and have
 CM0702.an estimated accuracy of +/- 6 seconds.
 CM0702
 CM0702.The orthometric height was determined by differential leveling
 CM0702.and adjusted by the National Geodetic Survey in June 1991..
 CM0702
 CM0702.The geoid height was determined by GEOID03.
 CM0702
 CM0702.The dynamic height is computed by dividing the NAVD 88
 CM0702.geopotential number by the normal gravity value computed on the
 CM0702.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0702.degrees latitude (g = 980.6199 gals.).
 CM0702
 CM0702.The modeled gravity was interpolated from observed gravity values.
 CM0702
 CM0702;                    North         East    Units  Estimated Accuracy
 CM0702;SPC AL E     -   222,810.      263,740.      MT  (+/- 180 meters Scaled)
 CM0702
 CM0702                          SUPERSEDED SURVEY CONTROL
 CM0702
 CM0702  NGVD 29 (??/??/92)  140.401  (m)          460.63   (f) ADJ UNCH    2 0
 CM0702
 CM0702.Superseded values are not recommended for survey control.
 CM0702.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0702.See file dsdata.txt to determine how the superseded data were derived.
 CM0702
 CM0702_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA733982(NAD 83)
 CM0702_MARKER: DB = BENCH MARK DISK
 CM0702_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0702_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0702_STAMPING: G 387 1952
 CM0702_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0702+STABILITY: SURFACE MOTION
 CM0702
 CM0702  HISTORY     - Date     Condition        Report By
 CM0702  HISTORY     - 1952     MONUMENTED       CGS
 CM0702
 CM0702                          STATION DESCRIPTION
 CM0702
 CM0702'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0702'1 MI E FROM J C MEADOWS CROSSROAD.
 CM0702'ABOUT 1.0 MILE EAST ALONG A BLACK TOP ROAD FROM THE CROSSROAD
 CM0702'AT J.C. MEADOWS CROSSROAD, ABOUT 0.4 MILE NORTHWEST OF A ROAD
 CM0702'NORTH, ABOUT 0.5 MILE EAST OF A CHURCH AND SCHOOL, ON THE
 CM0702'OUTSIDE AND AT THE WEST END OF A LONG CURVE WITH TANGENTS
 CM0702'EXTENDING WEST AND SOUTHEAST, 41 FEET NORTH OF CENTER LINE OF
 CM0702'ROAD, 81 FEET SOUTHWEST OF A WELL WITH 36-INCH CONCRETE CASING,
 CM0702'41 FEET WEST OF NORTH END OF AN 18-INCH PIPE CULVERT WITH STONE
 CM0702'HEAD WALL, 21 FEET NORTHEAST OF THE EAST END OF A STONE RETAINING
 CM0702'WALL IN FRONT OF HOUSE AT SUNSET FISHING POND, 1 FOOT SOUTH OF
 CM0702'A FENCE LINE, 2 FEET WEST OF A WHITE WOODEN WITNESS POST, ABOUT
 CM0702'1 FOOT BELOW ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 CM0702'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0876 ***********************************************************************
 CM0876  DESIGNATION -  G 388
 CM0876  PID         -  CM0876
 CM0876  STATE/COUNTY-  AL/RUSSELL
 CM0876  USGS QUAD   -  SEALE (1984)
 CM0876
 CM0876                         *CURRENT SURVEY CONTROL
 CM0876  ___________________________________________________________________
 CM0876* NAD 83(1986)-  32 16 09.     (N)    085 09 55.     (W)     SCALED    
 CM0876* NAVD 88     -       104.039  (meters)     341.33   (feet)  ADJUSTED  
 CM0876  ___________________________________________________________________
 CM0876  GEOID HEIGHT-         -26.88  (meters)                     GEOID03
 CM0876  DYNAMIC HT  -         103.920 (meters)     340.94  (feet)  COMP
 CM0876  MODELED GRAV-     979,494.2   (mgal)                       NAVD 88
 CM0876
 CM0876  VERT ORDER  -  SECOND    CLASS 0
 CM0876
 CM0876.The horizontal coordinates were scaled from a topographic map and have
 CM0876.an estimated accuracy of +/- 6 seconds.
 CM0876
 CM0876.The orthometric height was determined by differential leveling
 CM0876.and adjusted by the National Geodetic Survey in June 1991..
 CM0876
 CM0876.The geoid height was determined by GEOID03.
 CM0876
 CM0876.The dynamic height is computed by dividing the NAVD 88
 CM0876.geopotential number by the normal gravity value computed on the
 CM0876.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0876.degrees latitude (g = 980.6199 gals.).
 CM0876
 CM0876.The modeled gravity was interpolated from observed gravity values.
 CM0876
 CM0876;                    North         East    Units  Estimated Accuracy
 CM0876;SPC AL E     -   196,350.      262,940.      MT  (+/- 180 meters Scaled)
 CM0876
 CM0876                          SUPERSEDED SURVEY CONTROL
 CM0876
 CM0876  NGVD 29 (??/??/92)  104.058  (m)          341.40   (f) ADJ UNCH    2 0
 CM0876
 CM0876.Superseded values are not recommended for survey control.
 CM0876.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0876.See file dsdata.txt to determine how the superseded data were derived.
 CM0876
 CM0876_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA728717(NAD 83)
 CM0876_MARKER: DB = BENCH MARK DISK
 CM0876_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0876_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0876_STAMPING: G 388 1952
 CM0876_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0876+STABILITY: SURFACE MOTION
 CM0876
 CM0876  HISTORY     - Date     Condition        Report By
 CM0876  HISTORY     - 1952     MONUMENTED       CGS
 CM0876
 CM0876                          STATION DESCRIPTION
 CM0876
 CM0876'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0876'1.9 MI S FROM SEALE.
 CM0876'ABOUT 1.9 MILES SOUTH ALONG U.S. HIGHWAY 241 FROM THE OVERPASS OF
 CM0876'THE CENTRAL OF GEORGIA RAILWAY OVER HIGHWAY AT SEALE, ABOUT 0.85
 CM0876'MILE SOUTH OF A SCHOOL, AT THE JUNCTION OF A ROAD EAST, ACROSS
 CM0876'HIGHWAY FROM HARRIS GROCERY STORE, 50 FEET EAST OF CENTER LINE OF
 CM0876'HIGHWAY, 44 FEET SOUTH OF CENTER LINE OF ROAD, 4 FEET EAST OF A
 CM0876'TELEPHONE POLE, 9 1/2 FEET SOUTH OF A FENCE CORNER, 1 FOOT WEST OF
 CM0876'A FENCE LINE, ABOUT LEVEL WITH HIGHWAY AND SET IN THE TOP OF A
 CM0876'CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1129 ***********************************************************************
 BT1129  DESIGNATION -  G 389
 BT1129  PID         -  BT1129
 BT1129  STATE/COUNTY-  AL/HOUSTON
 BT1129  USGS QUAD   -  SAFFOLD (1981)
 BT1129
 BT1129                         *CURRENT SURVEY CONTROL
 BT1129  ___________________________________________________________________
 BT1129* NAD 83(1986)-  31 01 11.     (N)    085 06 02.     (W)     SCALED    
 BT1129* NAVD 88     -        45.851  (meters)     150.43   (feet)  ADJUSTED  
 BT1129  ___________________________________________________________________
 BT1129  GEOID HEIGHT-         -27.88  (meters)                     GEOID03
 BT1129  DYNAMIC HT  -          45.793 (meters)     150.24  (feet)  COMP
 BT1129  MODELED GRAV-     979,372.7   (mgal)                       NAVD 88
 BT1129
 BT1129  VERT ORDER  -  SECOND    CLASS 0
 BT1129
 BT1129.The horizontal coordinates were scaled from a topographic map and have
 BT1129.an estimated accuracy of +/- 6 seconds.
 BT1129
 BT1129.The orthometric height was determined by differential leveling
 BT1129.and adjusted by the National Geodetic Survey in June 1991..
 BT1129
 BT1129.The geoid height was determined by GEOID03.
 BT1129
 BT1129.The dynamic height is computed by dividing the NAVD 88
 BT1129.geopotential number by the normal gravity value computed on the
 BT1129.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1129.degrees latitude (g = 980.6199 gals.).
 BT1129
 BT1129.The modeled gravity was interpolated from observed gravity values.
 BT1129
 BT1129;                    North         East    Units  Estimated Accuracy
 BT1129;SPC AL E     -    57,850.      269,970.      MT  (+/- 180 meters Scaled)
 BT1129
 BT1129                          SUPERSEDED SURVEY CONTROL
 BT1129
 BT1129  NGVD 29 (??/??/92)   45.971  (m)          150.82   (f) ADJ UNCH    2 0
 BT1129
 BT1129.Superseded values are not recommended for survey control.
 BT1129.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1129.See file dsdata.txt to determine how the superseded data were derived.
 BT1129
 BT1129_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV813333(NAD 83)
 BT1129_MARKER: DB = BENCH MARK DISK
 BT1129_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1129_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1129_STAMPING: G 389 1952
 BT1129_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1129+STABILITY: SURFACE MOTION
 BT1129
 BT1129  HISTORY     - Date     Condition        Report By
 BT1129  HISTORY     - 1952     MONUMENTED       CGS
 BT1129  HISTORY     - 1966     MARK NOT FOUND   DOD
 BT1129
 BT1129                          STATION DESCRIPTION
 BT1129
 BT1129'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1129'7 MI E FROM GRANGERBURG.
 BT1129'ABOUT 0.3 MILE NORTH ALONG A BLACK TOP ROAD FROM THE JUNCTION OF
 BT1129'STATE HIGHWAY 53 AT GRANGERBURG, THENCE ABOUT 6.65 MILES EAST ALONG
 BT1129'A GRADED ROAD, ABOUT 0.45 MILE EAST OF A CROSSROAD, ABOUT 0.45 MILE
 BT1129'WEST OF THE JUNCTION OF A NORTH-SOUTH ROAD, 34 FEET SOUTH OF CENTER
 BT1129'LINE OF ROAD, 199 FEET EAST OF CENTER LINE OF A DRIVE SOUTH TO AN
 BT1129'OLD LOG HOUSE, AT THE NORTHEAST CORNER OF A CULTIVATED FIELD, 206
 BT1129'FEET NORTHEAST OF NORTHEAST CORNER OF OLD HOUSE, 2 FEET WEST OF A
 BT1129'WHITE WOODEN WITNESS POST, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET
 BT1129'IN THE TOP OF A CONCRETE POST PROJECTING 2 INCHES.
 BT1129
 BT1129                          STATION RECOVERY (1966)
 BT1129
 BT1129'RECOVERY NOTE BY US DEPARTMENT OF DEFENSE 1966
 BT1129'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1087 ***********************************************************************
 BT1087  DESIGNATION -  G 390
 BT1087  PID         -  BT1087
 BT1087  STATE/COUNTY-  AL/HOUSTON
 BT1087  USGS QUAD   -  COTTONWOOD (1980)
 BT1087
 BT1087                         *CURRENT SURVEY CONTROL
 BT1087  ___________________________________________________________________
 BT1087* NAD 83(1986)-  31 06 18.     (N)    085 15 24.     (W)     SCALED    
 BT1087* NAVD 88     -        53.374  (meters)     175.11   (feet)  ADJUSTED  
 BT1087  ___________________________________________________________________
 BT1087  GEOID HEIGHT-         -27.61  (meters)                     GEOID03
 BT1087  DYNAMIC HT  -          53.307 (meters)     174.89  (feet)  COMP
 BT1087  MODELED GRAV-     979,382.4   (mgal)                       NAVD 88
 BT1087
 BT1087  VERT ORDER  -  SECOND    CLASS 0
 BT1087
 BT1087.The horizontal coordinates were scaled from a topographic map and have
 BT1087.an estimated accuracy of +/- 6 seconds.
 BT1087
 BT1087.The orthometric height was determined by differential leveling
 BT1087.and adjusted by the National Geodetic Survey in June 1991..
 BT1087
 BT1087.The geoid height was determined by GEOID03.
 BT1087
 BT1087.The dynamic height is computed by dividing the NAVD 88
 BT1087.geopotential number by the normal gravity value computed on the
 BT1087.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1087.degrees latitude (g = 980.6199 gals.).
 BT1087
 BT1087.The modeled gravity was interpolated from observed gravity values.
 BT1087
 BT1087;                    North         East    Units  Estimated Accuracy
 BT1087;SPC AL E     -    67,210.      255,010.      MT  (+/- 180 meters Scaled)
 BT1087
 BT1087                          SUPERSEDED SURVEY CONTROL
 BT1087
 BT1087  NGVD 29 (??/??/92)   53.483  (m)          175.47   (f) ADJ UNCH    2 0
 BT1087
 BT1087.Superseded values are not recommended for survey control.
 BT1087.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1087.See file dsdata.txt to determine how the superseded data were derived.
 BT1087
 BT1087_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV662425(NAD 83)
 BT1087_MARKER: DB = BENCH MARK DISK
 BT1087_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT1087_SP_SET: BUILDING
 BT1087_STAMPING: G 390 1952
 BT1087_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1087
 BT1087  HISTORY     - Date     Condition        Report By
 BT1087  HISTORY     - 1952     MONUMENTED       CGS
 BT1087
 BT1087                          STATION DESCRIPTION
 BT1087
 BT1087'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1087'7 MI SW FROM PANSEY.
 BT1087'ABOUT 1.1 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1087'OF U.S. HIGHWAY 84 AT PANSEY, THENCE ABOUT 5.6 MILES WEST AND
 BT1087'SOUTHWEST ALONG A GRADED ROAD, THENCE ABOUT 0.3 MILE SOUTHWEST
 BT1087'ALONG A BLACK TOP ROAD, ABOUT 0.1 MILE WEST OF WEST END OF A LONG
 BT1087'BRIDGE OVER COWARTS CREEK, AT HOWARD GROVE BAPTIST CHURCH AND
 BT1087'CEMETERY, SET VERTICALLY IN THE EAST FACE AT THE SOUTHEAST CORNER
 BT1087'OF THE CHURCH, 2 FEET NORTH OF SOUTHEAST CORNER OF CHURCH AND
 BT1087'1 1/2 FEET ABOVE LEVEL OF GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0917 ***********************************************************************
 CM0917  DESIGNATION -  G 391
 CM0917  PID         -  CM0917
 CM0917  STATE/COUNTY-  AL/RUSSELL
 CM0917  USGS QUAD   -  HOWE (1985)
 CM0917
 CM0917                         *CURRENT SURVEY CONTROL
 CM0917  ___________________________________________________________________
 CM0917* NAD 83(1986)-  32 06 20.     (N)    085 10 57.     (W)     SCALED    
 CM0917* NAVD 88     -       118.319  (meters)     388.18   (feet)  ADJUSTED  
 CM0917  ___________________________________________________________________
 CM0917  GEOID HEIGHT-         -26.48  (meters)                     GEOID03
 CM0917  DYNAMIC HT  -         118.183 (meters)     387.74  (feet)  COMP
 CM0917  MODELED GRAV-     979,488.1   (mgal)                       NAVD 88
 CM0917
 CM0917  VERT ORDER  -  SECOND    CLASS 0
 CM0917
 CM0917.The horizontal coordinates were scaled from a topographic map and have
 CM0917.an estimated accuracy of +/- 6 seconds.
 CM0917
 CM0917.The orthometric height was determined by differential leveling
 CM0917.and adjusted by the National Geodetic Survey in June 1991..
 CM0917
 CM0917.The geoid height was determined by GEOID03.
 CM0917
 CM0917.The dynamic height is computed by dividing the NAVD 88
 CM0917.geopotential number by the normal gravity value computed on the
 CM0917.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0917.degrees latitude (g = 980.6199 gals.).
 CM0917
 CM0917.The modeled gravity was interpolated from observed gravity values.
 CM0917
 CM0917;                    North         East    Units  Estimated Accuracy
 CM0917;SPC AL E     -   178,190.      261,430.      MT  (+/- 180 meters Scaled)
 CM0917
 CM0917                          SUPERSEDED SURVEY CONTROL
 CM0917
 CM0917  NGVD 29 (??/??/92)  118.349  (m)          388.28   (f) ADJ UNCH    2 0
 CM0917
 CM0917.Superseded values are not recommended for survey control.
 CM0917.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0917.See file dsdata.txt to determine how the superseded data were derived.
 CM0917
 CM0917_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA714535(NAD 83)
 CM0917_MARKER: DB = BENCH MARK DISK
 CM0917_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0917_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0917_STAMPING: G 391 1952
 CM0917_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0917+STABILITY: SURFACE MOTION
 CM0917
 CM0917  HISTORY     - Date     Condition        Report By
 CM0917  HISTORY     - 1952     MONUMENTED       CGS
 CM0917
 CM0917                          STATION DESCRIPTION
 CM0917
 CM0917'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0917'1 MI SW FROM GLENVILLE.
 CM0917'ABOUT 0.95 MILE SOUTHWEST ALONG A GRADED ROAD FROM THE EPISCOPAL
 CM0917'CHURCH AND JUNCTION OF U.S. HIGHWAY 241 AT GLENVILLE, ABOUT 0.75
 CM0917'MILE SOUTHWEST OF JUNCTION OF A ROAD SOUTH, ABOUT 1.9 MILES
 CM0917'NORTHEAST OF A BRIDGE OVER NORTH FORK OF COWIKEE CREEK AND THE
 CM0917'BARBOUR-RUSSELL COUNTY LINE, ABOUT 0.1 MILE SOUTHWEST OF THE TOP
 CM0917'OF A GRADE, 27 FEET NORTHWEST OF CENTER LINE OF ROAD, 1 FOOT
 CM0917'SOUTHEAST OF A FENCE LINE, 19 FEET NORTHEAST OF A FENCE CORNER OF
 CM0917'A FENCE RUNNING NORTH, 43 FEET NORTHWEST AND ACROSS ROAD FROM AN
 CM0917'18-INCH OAK TREE WHICH IS IN A FENCE CORNER, 27 FEET NORTHEAST OF
 CM0917'CENTER OF A NARROW BOARD GATE, ABOUT 1/2 FOOT ABOVE LEVEL OF ROAD
 CM0917'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0892 ***********************************************************************
 CM0892  DESIGNATION -  G 392
 CM0892  PID         -  CM0892
 CM0892  STATE/COUNTY-  AL/BULLOCK
 CM0892  USGS QUAD   -  COMER (1973)
 CM0892
 CM0892                         *CURRENT SURVEY CONTROL
 CM0892  ___________________________________________________________________
 CM0892* NAD 83(1986)-  32 05 39.     (N)    085 27 55.     (W)     SCALED    
 CM0892* NAVD 88     -       142.173  (meters)     466.45   (feet)  ADJUSTED  
 CM0892  ___________________________________________________________________
 CM0892  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 CM0892  DYNAMIC HT  -         142.009 (meters)     465.91  (feet)  COMP
 CM0892  MODELED GRAV-     979,486.0   (mgal)                       NAVD 88
 CM0892
 CM0892  VERT ORDER  -  SECOND    CLASS 0
 CM0892
 CM0892.The horizontal coordinates were scaled from a topographic map and have
 CM0892.an estimated accuracy of +/- 6 seconds.
 CM0892
 CM0892.The orthometric height was determined by differential leveling
 CM0892.and adjusted by the National Geodetic Survey in June 1991..
 CM0892
 CM0892.The geoid height was determined by GEOID03.
 CM0892
 CM0892.The dynamic height is computed by dividing the NAVD 88
 CM0892.geopotential number by the normal gravity value computed on the
 CM0892.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0892.degrees latitude (g = 980.6199 gals.).
 CM0892
 CM0892.The modeled gravity was interpolated from observed gravity values.
 CM0892
 CM0892;                    North         East    Units  Estimated Accuracy
 CM0892;SPC AL E     -   176,810.      234,740.      MT  (+/- 180 meters Scaled)
 CM0892
 CM0892                          SUPERSEDED SURVEY CONTROL
 CM0892
 CM0892  NGVD 29 (??/??/92)  142.180  (m)          466.47   (f) ADJ UNCH    2 0
 CM0892
 CM0892.Superseded values are not recommended for survey control.
 CM0892.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0892.See file dsdata.txt to determine how the superseded data were derived.
 CM0892
 CM0892_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA448519(NAD 83)
 CM0892_MARKER: DB = BENCH MARK DISK
 CM0892_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0892_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0892_STAMPING: G 392 1952
 CM0892_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0892+STABILITY: SURFACE MOTION
 CM0892
 CM0892  HISTORY     - Date     Condition        Report By
 CM0892  HISTORY     - 1952     MONUMENTED       CGS
 CM0892  HISTORY     - 1972     MARK NOT FOUND   USGS
 CM0892
 CM0892                          STATION DESCRIPTION
 CM0892
 CM0892'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM0892'4.4 MI NE FROM MIDWAY.
 CM0892'ABOUT 0.1 MILE EAST ALONG U.S. HIGHWAY 82 FROM THE HIGH SCHOOL AT
 CM0892'MIDWAY, THENCE ABOUT 1.35 MILES NORTH ALONG A BLACK TOP AND GRADED
 CM0892'ROAD, THENCE ABOUT 3.0 MILES EAST ALONG A GRADED ROAD, ABOUT 0.25
 CM0892'MILE SOUTHWEST OF GREAT HOPE SCHOOL, ABOUT 0.95 MILE WEST OF GREAT
 CM0892'HOPE CHURCH AND CEMETERY, 34 FEET NORTHWEST OF CENTER LINE OF
 CM0892'ROAD, AT NORTHEAST END OF A SMALL CLAY PIT AND AT NORTHEAST FOOT OF
 CM0892'A HILL, 11 FEET WEST OF A FENCE CORNER, 1 FOOT SOUTH OF A FENCE
 CM0892'LINE, 1 1/2 FEET ABOVE LEVEL OF ROAD AND SET IN THE TOP OF A
 CM0892'CONCRETE POST PROJECTING 3 INCHES.
 CM0892
 CM0892                          STATION RECOVERY (1972)
 CM0892
 CM0892'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CM0892'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM1399 ***********************************************************************
 CM1399  DESIGNATION -  G 393
 CM1399  PID         -  CM1399
 CM1399  STATE/COUNTY-  AL/BARBOUR
 CM1399  USGS QUAD   -  COMER (1973)
 CM1399
 CM1399                         *CURRENT SURVEY CONTROL
 CM1399  ___________________________________________________________________
 CM1399* NAD 83(1986)-  32 00 17.     (N)    085 25 42.     (W)     SCALED    
 CM1399* NAVD 88     -       101.825  (meters)     334.07   (feet)  ADJUSTED  
 CM1399  ___________________________________________________________________
 CM1399  GEOID HEIGHT-         -26.42  (meters)                     GEOID03
 CM1399  DYNAMIC HT  -         101.707 (meters)     333.68  (feet)  COMP
 CM1399  MODELED GRAV-     979,484.0   (mgal)                       NAVD 88
 CM1399
 CM1399  VERT ORDER  -  SECOND    CLASS 0
 CM1399
 CM1399.The horizontal coordinates were scaled from a topographic map and have
 CM1399.an estimated accuracy of +/- 6 seconds.
 CM1399
 CM1399.The orthometric height was determined by differential leveling
 CM1399.and adjusted by the National Geodetic Survey in June 1991..
 CM1399
 CM1399.The geoid height was determined by GEOID03.
 CM1399
 CM1399.The dynamic height is computed by dividing the NAVD 88
 CM1399.geopotential number by the normal gravity value computed on the
 CM1399.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM1399.degrees latitude (g = 980.6199 gals.).
 CM1399
 CM1399.The modeled gravity was interpolated from observed gravity values.
 CM1399
 CM1399;                    North         East    Units  Estimated Accuracy
 CM1399;SPC AL E     -   166,900.      238,270.      MT  (+/- 180 meters Scaled)
 CM1399
 CM1399                          SUPERSEDED SURVEY CONTROL
 CM1399
 CM1399  NGVD 29 (??/??/92)  101.836  (m)          334.11   (f) ADJ UNCH    2 0
 CM1399
 CM1399.Superseded values are not recommended for survey control.
 CM1399.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM1399.See file dsdata.txt to determine how the superseded data were derived.
 CM1399
 CM1399_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFA484420(NAD 83)
 CM1399_MARKER: DB = BENCH MARK DISK
 CM1399_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM1399_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM1399_STAMPING: G 393 1952
 CM1399_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM1399+STABILITY: SURFACE MOTION
 CM1399
 CM1399  HISTORY     - Date     Condition        Report By
 CM1399  HISTORY     - 1952     MONUMENTED       CGS
 CM1399  HISTORY     - 1972     MARK NOT FOUND   USGS
 CM1399
 CM1399                          STATION DESCRIPTION
 CM1399
 CM1399'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CM1399'3.4 MI S FROM COMER.
 CM1399'ABOUT 3.35 MILES SOUTH ALONG A BLACK TOP ROAD FROM THE CENTRAL OF
 CM1399'GEORGIA RAILWAY STATION AT COMER, 51 FEET NORTHWEST OF CENTER LINE
 CM1399'OF BLACK TOP ROAD, 1 FOOT SOUTHEAST OF A FENCE LINE, 40 FEET
 CM1399'SOUTHWEST OF A FENCE CORNER, 55 FEET SOUTHWEST OF CENTER LINE OF A
 CM1399'SMALL ROAD LEADING NORTHWEST, 105 FEET SOUTHWEST AND ACROSS ROAD
 CM1399'NORTHWEST FROM A POWER POLE WITH BRANCH LINES EXTENDING EAST AND
 CM1399'WEST, 2 FEET SOUTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT LEVEL
 CM1399'WITH ROAD AND SET IN THE TOP OF A CONCRETE POST PROJECTING 3
 CM1399'INCHES.
 CM1399
 CM1399                          STATION RECOVERY (1972)
 CM1399
 CM1399'RECOVERY NOTE BY US GEOLOGICAL SURVEY 1972
 CM1399'MARK NOT FOUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN2242 ***********************************************************************
 CN2242  DESIGNATION -  G 394
 CN2242  PID         -  CN2242
 CN2242  STATE/COUNTY-  AL/MARENGO
 CN2242  USGS QUAD   -  MAGNOLIA (1976)
 CN2242
 CN2242                         *CURRENT SURVEY CONTROL
 CN2242  ___________________________________________________________________
 CN2242* NAD 83(1986)-  32 10 33.     (N)    087 41 17.     (W)     SCALED    
 CN2242* NAVD 88     -        71.884  (meters)     235.84   (feet)  ADJUSTED  
 CN2242  ___________________________________________________________________
 CN2242  GEOID HEIGHT-         -28.23  (meters)                     GEOID03
 CN2242  DYNAMIC HT  -          71.799 (meters)     235.56  (feet)  COMP
 CN2242  MODELED GRAV-     979,463.2   (mgal)                       NAVD 88
 CN2242
 CN2242  VERT ORDER  -  SECOND    CLASS 0
 CN2242
 CN2242.The horizontal coordinates were scaled from a topographic map and have
 CN2242.an estimated accuracy of +/- 6 seconds.
 CN2242
 CN2242.The orthometric height was determined by differential leveling
 CN2242.and adjusted by the National Geodetic Survey in June 1991..
 CN2242
 CN2242.The geoid height was determined by GEOID03.
 CN2242
 CN2242.The dynamic height is computed by dividing the NAVD 88
 CN2242.geopotential number by the normal gravity value computed on the
 CN2242.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CN2242.degrees latitude (g = 980.6199 gals.).
 CN2242
 CN2242.The modeled gravity was interpolated from observed gravity values.
 CN2242
 CN2242;                    North         East    Units  Estimated Accuracy
 CN2242;SPC AL W     -   241,240.      582,270.      MT  (+/- 180 meters Scaled)
 CN2242
 CN2242                          SUPERSEDED SURVEY CONTROL
 CN2242
 CN2242  NGVD 29 (??/??/92)   71.848  (m)          235.72   (f) ADJ UNCH    2 0
 CN2242
 CN2242.Superseded values are not recommended for survey control.
 CN2242.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CN2242.See file dsdata.txt to determine how the superseded data were derived.
 CN2242
 CN2242_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SDA351601(NAD 83)
 CN2242_MARKER: DB = BENCH MARK DISK
 CN2242_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CN2242_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CN2242_STAMPING: G 394 1952
 CN2242_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CN2242+STABILITY: SURFACE MOTION
 CN2242
 CN2242  HISTORY     - Date     Condition        Report By
 CN2242  HISTORY     - 1952     MONUMENTED       CGS
 CN2242  HISTORY     - 1961     GOOD             NGS
 CN2242
 CN2242                          STATION DESCRIPTION
 CN2242
 CN2242'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 CN2242'4.2 MI NW FROM MAGNOLIA.
 CN2242'ABOUT 4.2 MILES NORTHWEST ALONG THE ST. LOUIS-SAN FRANCISCO RAILWAY
 CN2242'FROM THE STATION AT MAGNOLIA, ABOUT 1.05 MILES NORTH OF A GRAVEL ROAD
 CN2242'CROSSING, ABOUT 3.7 MILES SOUTHEAST OF THE STATION AT OCTAGON, 45 FEET
 CN2242'EAST OF EAST RAIL OF TRACK, 2 FEET WEST OF A FENCE LINE, 167 1/2 FEET
 CN2242'NORTH OF MILE POST 760, 9 FEET SOUTHEAST OF FIRST POLE NORTH OF MILE
 CN2242'POST, 165 YARDS NORTH OF NORTH END OF TRESTLE NO. 760/1, 2 FEET NORTH
 CN2242'OF A WHITE WOODEN WITNESS POST, ABOUT 2 FEET BELOW LEVEL OF TRACK AND
 CN2242'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES. NOTE-- THERE IS
 CN2242'A NEW BLACK TOP ROAD CROSSING 65 YARDS SOUTH OF THE MARK.
 CN2242
 CN2242                          STATION RECOVERY (1961)
 CN2242
 CN2242'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1961
 CN2242'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1066 ***********************************************************************
 BT1066  DESIGNATION -  G 395
 BT1066  PID         -  BT1066
 BT1066  STATE/COUNTY-  AL/HOUSTON
 BT1066  USGS QUAD   -  ASHFORD (1970)
 BT1066
 BT1066                         *CURRENT SURVEY CONTROL
 BT1066  ___________________________________________________________________
 BT1066* NAD 83(1986)-  31 13 15.     (N)    085 09 17.     (W)     SCALED    
 BT1066* NAVD 88     -        64.911  (meters)     212.96   (feet)  ADJUSTED  
 BT1066  ___________________________________________________________________
 BT1066  GEOID HEIGHT-         -27.40  (meters)                     GEOID03
 BT1066  DYNAMIC HT  -          64.830 (meters)     212.70  (feet)  COMP
 BT1066  MODELED GRAV-     979,395.0   (mgal)                       NAVD 88
 BT1066
 BT1066  VERT ORDER  -  SECOND    CLASS 0
 BT1066
 BT1066.The horizontal coordinates were scaled from a topographic map and have
 BT1066.an estimated accuracy of +/- 6 seconds.
 BT1066
 BT1066.The orthometric height was determined by differential leveling
 BT1066.and adjusted by the National Geodetic Survey in June 1991..
 BT1066
 BT1066.The geoid height was determined by GEOID03.
 BT1066
 BT1066.The dynamic height is computed by dividing the NAVD 88
 BT1066.geopotential number by the normal gravity value computed on the
 BT1066.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1066.degrees latitude (g = 980.6199 gals.).
 BT1066
 BT1066.The modeled gravity was interpolated from observed gravity values.
 BT1066
 BT1066;                    North         East    Units  Estimated Accuracy
 BT1066;SPC AL E     -    80,110.      264,660.      MT  (+/- 180 meters Scaled)
 BT1066
 BT1066                          SUPERSEDED SURVEY CONTROL
 BT1066
 BT1066  NGVD 29 (??/??/92)   65.012  (m)          213.29   (f) ADJ UNCH    2 0
 BT1066
 BT1066.Superseded values are not recommended for survey control.
 BT1066.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1066.See file dsdata.txt to determine how the superseded data were derived.
 BT1066
 BT1066_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV757555(NAD 83)
 BT1066_MARKER: DB = BENCH MARK DISK
 BT1066_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1066_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1066_STAMPING: G 395 1953
 BT1066_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1066+STABILITY: SURFACE MOTION
 BT1066
 BT1066  HISTORY     - Date     Condition        Report By
 BT1066  HISTORY     - 1953     MONUMENTED       CGS
 BT1066
 BT1066                          STATION DESCRIPTION
 BT1066
 BT1066'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1066'6.1 MI NE FROM ASHFORD.
 BT1066'ABOUT 0.4 MILE NORTH ALONG A BLACK TOP ROAD FROM THE INTERSECTION
 BT1066'OF U.S. HIGHWAY 84 AT ASHFORD, THENCE ABOUT 3.6 MILES NORTHEAST
 BT1066'ALONG A BLACK TOP ROAD, THENCE ABOUT 2.1 MILES EAST ALONG A
 BT1066'GRADED ROAD, ABOUT 0.55 MILE SOUTHWEST OF MACEDONIA CHURCH AND
 BT1066'CEMETERY AND THE T JUNCTION OF A NORTH-SOUTH ROAD, AT THE JUNCTION
 BT1066'OF A GRADED DIRT ROAD LEADING SOUTH, 39 FEET SOUTH OF CENTER LINE
 BT1066'OF ROAD, 34 FEET EAST OF CENTER LINE OF ROAD SOUTH, 1 FOOT NORTH OF
 BT1066'A FENCE LINE, 14 1/2 FEET NORTHEAST OF A POWER POLE WITH A BRANCH
 BT1066'LINE LEADING SOUTH, ABOUT 1 FOOT ABOVE LEVEL OF ROAD AND SET IN THE
 BT1066'TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK MAY BE
 BT1066'REACHED FROM THE POST OFFICE AT GORDON BY GOING ABOUT 5.45 MILES
 BT1066'NORTH AND NORTHWEST ALONG A BLACK TOP ROAD LEADING TO COLUMBIA,
 BT1066'THENCE ABOUT 1.2 MILES WEST AND 0.2 MILE NORTH ALONG A GRADED
 BT1066'ROAD, THENCE ABOUT 0.55 MILE SOUTHWEST ALONG A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1120 ***********************************************************************
 BT1120  DESIGNATION -  G 396
 BT1120  PID         -  BT1120
 BT1120  STATE/COUNTY-  AL/HOUSTON
 BT1120  USGS QUAD   -  GRANGEBURG (1970)
 BT1120
 BT1120                         *CURRENT SURVEY CONTROL
 BT1120  ___________________________________________________________________
 BT1120* NAD 83(1986)-  31 01 32.     (N)    085 14 58.     (W)     SCALED    
 BT1120* NAVD 88     -        42.698  (meters)     140.09   (feet)  ADJUSTED  
 BT1120  ___________________________________________________________________
 BT1120  GEOID HEIGHT-         -27.80  (meters)                     GEOID03
 BT1120  DYNAMIC HT  -          42.644 (meters)     139.91  (feet)  COMP
 BT1120  MODELED GRAV-     979,374.3   (mgal)                       NAVD 88
 BT1120
 BT1120  VERT ORDER  -  SECOND    CLASS 0
 BT1120
 BT1120.The horizontal coordinates were scaled from a topographic map and have
 BT1120.an estimated accuracy of +/- 6 seconds.
 BT1120
 BT1120.The orthometric height was determined by differential leveling
 BT1120.and adjusted by the National Geodetic Survey in June 1991..
 BT1120
 BT1120.The geoid height was determined by GEOID03.
 BT1120
 BT1120.The dynamic height is computed by dividing the NAVD 88
 BT1120.geopotential number by the normal gravity value computed on the
 BT1120.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1120.degrees latitude (g = 980.6199 gals.).
 BT1120
 BT1120.The modeled gravity was interpolated from observed gravity values.
 BT1120
 BT1120;                    North         East    Units  Estimated Accuracy
 BT1120;SPC AL E     -    58,410.      255,750.      MT  (+/- 180 meters Scaled)
 BT1120
 BT1120                          SUPERSEDED SURVEY CONTROL
 BT1120
 BT1120  NGVD 29 (??/??/92)   42.812  (m)          140.46   (f) ADJ UNCH    2 0
 BT1120
 BT1120.Superseded values are not recommended for survey control.
 BT1120.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1120.See file dsdata.txt to determine how the superseded data were derived.
 BT1120
 BT1120_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV670337(NAD 83)
 BT1120_MARKER: DB = BENCH MARK DISK
 BT1120_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1120_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1120_STAMPING: G 396 1952
 BT1120_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1120+STABILITY: SURFACE MOTION
 BT1120
 BT1120  HISTORY     - Date     Condition        Report By
 BT1120  HISTORY     - 1952     MONUMENTED       CGS
 BT1120
 BT1120                          STATION DESCRIPTION
 BT1120
 BT1120'DESCRIBED BY COAST AND GEODETIC SURVEY 1952
 BT1120'2.6 MI NW FROM GRANGERBURG.
 BT1120'ABOUT 2.65 MILES NORTHWEST ALONG STATE HIGHWAY 53 FROM THE JUNCTION
 BT1120'OF A BLACK TOP ROAD NORTH AT GRANGERBURG, ABOUT 0.3 MILE NORTHWEST
 BT1120'OF NEW HARMONY BAPTIST CHURCH AND CEMETERY, AT THE JUNCTION OF A
 BT1120'ROAD SOUTH, 41 FEET SOUTHWEST OF CENTER LINE OF HIGHWAY, 26 FEET
 BT1120'EAST OF CENTER LINE OF ROAD SOUTH, 13 FEET EAST OF A POWER POLE WITH
 BT1120'A TRANSFORMER, 9 1/2 FEET EAST OF A FENCE CORNER, 1 FOOT NORTH OF
 BT1120'A FENCE LINE, ABOUT 1 FOOT BELOW LEVEL OF HIGHWAY AND SET IN THE
 BT1120'TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1037 ***********************************************************************
 BT1037  DESIGNATION -  G 397
 BT1037  PID         -  BT1037
 BT1037  STATE/COUNTY-  AL/HENRY
 BT1037  USGS QUAD   -  SIGMA (1970)
 BT1037
 BT1037                         *CURRENT SURVEY CONTROL
 BT1037  ___________________________________________________________________
 BT1037* NAD 83(1986)-  31 21 01.     (N)    085 14 56.     (W)     SCALED    
 BT1037* NAVD 88     -        59.269  (meters)     194.45   (feet)  ADJUSTED  
 BT1037  ___________________________________________________________________
 BT1037  GEOID HEIGHT-         -26.95  (meters)                     GEOID03
 BT1037  DYNAMIC HT  -          59.197 (meters)     194.22  (feet)  COMP
 BT1037  MODELED GRAV-     979,415.2   (mgal)                       NAVD 88
 BT1037
 BT1037  VERT ORDER  -  SECOND    CLASS 0
 BT1037
 BT1037.The horizontal coordinates were scaled from a topographic map and have
 BT1037.an estimated accuracy of +/- 6 seconds.
 BT1037
 BT1037.The orthometric height was determined by differential leveling
 BT1037.and adjusted by the National Geodetic Survey in June 1991..
 BT1037
 BT1037.The geoid height was determined by GEOID03.
 BT1037
 BT1037.The dynamic height is computed by dividing the NAVD 88
 BT1037.geopotential number by the normal gravity value computed on the
 BT1037.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1037.degrees latitude (g = 980.6199 gals.).
 BT1037
 BT1037.The modeled gravity was interpolated from observed gravity values.
 BT1037
 BT1037;                    North         East    Units  Estimated Accuracy
 BT1037;SPC AL E     -    94,410.      255,610.      MT  (+/- 180 meters Scaled)
 BT1037
 BT1037                          SUPERSEDED SURVEY CONTROL
 BT1037
 BT1037  NGVD 29 (??/??/92)   59.345  (m)          194.70   (f) ADJ UNCH    2 0
 BT1037
 BT1037.Superseded values are not recommended for survey control.
 BT1037.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1037.See file dsdata.txt to determine how the superseded data were derived.
 BT1037
 BT1037_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV665697(NAD 83)
 BT1037_MARKER: DB = BENCH MARK DISK
 BT1037_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BT1037_SP_SET: ABUTMENT
 BT1037_STAMPING: G 397 1953
 BT1037_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BT1037
 BT1037  HISTORY     - Date     Condition        Report By
 BT1037  HISTORY     - 1953     MONUMENTED       CGS
 BT1037
 BT1037                          STATION DESCRIPTION
 BT1037
 BT1037'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1037'5.7 MI E FROM HEADLAND.
 BT1037'ABOUT 5.7 MILES EAST ALONG STATE HIGHWAY 136 FROM THE SOUTHEAST
 BT1037'CORNER OF THE PUBLIC SQUARE AT HEADLAND, IN THE TOP OF THE NORTH
 BT1037'END OF THE EAST ABUTMENT OF A 175-FOOT CONCRETE BRIDGE OVER LITTLE
 BT1037'OMUSEE CREEK, 15 FEET NORTH OF CENTER LINE OF HIGHWAY AND ABOUT 1
 BT1037'FOOT ABOVE LEVEL OF BRIDGE FLOOR.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT1001 ***********************************************************************
 BT1001  DESIGNATION -  G 399
 BT1001  PID         -  BT1001
 BT1001  STATE/COUNTY-  AL/DALE
 BT1001  USGS QUAD   -  ECHO (1979)
 BT1001
 BT1001                         *CURRENT SURVEY CONTROL
 BT1001  ___________________________________________________________________
 BT1001* NAD 83(1986)-  31 24 37.     (N)    085 27 02.     (W)     SCALED    
 BT1001* NAVD 88     -        75.075  (meters)     246.31   (feet)  ADJUSTED  
 BT1001  ___________________________________________________________________
 BT1001  GEOID HEIGHT-         -26.66  (meters)                     GEOID03
 BT1001  DYNAMIC HT  -          74.983 (meters)     246.01  (feet)  COMP
 BT1001  MODELED GRAV-     979,425.0   (mgal)                       NAVD 88
 BT1001
 BT1001  VERT ORDER  -  SECOND    CLASS 0
 BT1001
 BT1001.The horizontal coordinates were scaled from a topographic map and have
 BT1001.an estimated accuracy of +/- 6 seconds.
 BT1001
 BT1001.The orthometric height was determined by differential leveling
 BT1001.and adjusted by the National Geodetic Survey in June 1991..
 BT1001
 BT1001.The geoid height was determined by GEOID03.
 BT1001
 BT1001.The dynamic height is computed by dividing the NAVD 88
 BT1001.geopotential number by the normal gravity value computed on the
 BT1001.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT1001.degrees latitude (g = 980.6199 gals.).
 BT1001
 BT1001.The modeled gravity was interpolated from observed gravity values.
 BT1001
 BT1001;                    North         East    Units  Estimated Accuracy
 BT1001;SPC AL E     -   100,980.      236,400.      MT  (+/- 180 meters Scaled)
 BT1001
 BT1001                          SUPERSEDED SURVEY CONTROL
 BT1001
 BT1001  NGVD 29 (??/??/92)   75.138  (m)          246.52   (f) ADJ UNCH    2 0
 BT1001
 BT1001.Superseded values are not recommended for survey control.
 BT1001.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT1001.See file dsdata.txt to determine how the superseded data were derived.
 BT1001
 BT1001_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV472761(NAD 83)
 BT1001_MARKER: DB = BENCH MARK DISK
 BT1001_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT1001_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT1001_STAMPING: G 399 1953
 BT1001_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT1001+STABILITY: SURFACE MOTION
 BT1001
 BT1001  HISTORY     - Date     Condition        Report By
 BT1001  HISTORY     - 1953     MONUMENTED       CGS
 BT1001
 BT1001                          STATION DESCRIPTION
 BT1001
 BT1001'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT1001'9.8 MI NW FROM HEADLAND.
 BT1001'ABOUT 0.25 MILE SOUTH AND ABOUT 1.05 MILES WEST ALONG STATE HIGHWAY
 BT1001'136 FROM THE SOUTHWEST CORNER OF THE PUBLIC SQUARE AT HEADLAND,
 BT1001'THENCE ABOUT 6.95 MILES NORTHWEST ALONG A BLACK TOP ROAD, THENCE
 BT1001'ABOUT 1.55 MILE WEST ALONG A GRADED ROAD, ABOUT 1.0 MILE EAST OF
 BT1001'CHRISTIAN HILL CHURCH AND INTERSECTION OF MIDLAND CITY-ECHO
 BT1001'BLACK TOP ROAD, ABOUT 0.2 MILE WEST OF JUNCTION OF A ROAD NORTH,
 BT1001'58 FEET SOUTH OF CENTER LINE OF ROAD, 223 FEET EAST OF SOUTHEAST
 BT1001'CORNER OF A BRIDGE OVER A CREEK BRANCH, 110 YARDS WEST OF A WOODEN
 BT1001'BRIDGE OVER A CREEK, 25 YARDS SOUTHWEST OF TOP OF GRADE BETWEEN
 BT1001'CREEKS, 3 1/2 FEET NORTH OF A FENCE LINE, 2 FEET EAST OF A WHITE
 BT1001'WOODEN WITNESS POST, ABOUT 1 FOOT BELOW LEVEL OF ROAD AND SET IN
 BT1001'THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.  NOTE-- MARK
 BT1001'MAY BE REACHED FROM MIDLAND CITY BY GOING ABOUT 0.5 MILE NORTH
 BT1001'AND EAST ALONG STATE HIGHWAY 136, THENCE ABOUT 6.85 MILES NORTH
 BT1001'ALONG A BLACK TOP ROAD LEADING TO ECHO, THENCE ABOUT 1.0 MILE
 BT1001'EAST ALONG A GRADED ROAD.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CM0602 ***********************************************************************
 CM0602  DESIGNATION -  G 40
 CM0602  PID         -  CM0602
 CM0602  STATE/COUNTY-  AL/CHAMBERS
 CM0602  USGS QUAD   -  LANETT SOUTH (1984)
 CM0602
 CM0602                         *CURRENT SURVEY CONTROL
 CM0602  ___________________________________________________________________
 CM0602* NAD 83(1986)-  32 48 49.     (N)    085 14 52.     (W)     SCALED    
 CM0602* NAVD 88     -       195.064  (meters)     639.97   (feet)  ADJUSTED  
 CM0602  ___________________________________________________________________
 CM0602  GEOID HEIGHT-         -28.92  (meters)                     GEOID03
 CM0602  DYNAMIC HT  -         194.834 (meters)     639.22  (feet)  COMP
 CM0602  MODELED GRAV-     979,457.0   (mgal)                       NAVD 88
 CM0602
 CM0602  VERT ORDER  -  SECOND    CLASS 0
 CM0602
 CM0602.The horizontal coordinates were scaled from a topographic map and have
 CM0602.an estimated accuracy of +/- 6 seconds.
 CM0602
 CM0602.The orthometric height was determined by differential leveling
 CM0602.and adjusted by the National Geodetic Survey in June 1991..
 CM0602
 CM0602.The geoid height was determined by GEOID03.
 CM0602
 CM0602.The dynamic height is computed by dividing the NAVD 88
 CM0602.geopotential number by the normal gravity value computed on the
 CM0602.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 CM0602.degrees latitude (g = 980.6199 gals.).
 CM0602
 CM0602.The modeled gravity was interpolated from observed gravity values.
 CM0602
 CM0602;                    North         East    Units  Estimated Accuracy
 CM0602;SPC AL E     -   256,680.      254,840.      MT  (+/- 180 meters Scaled)
 CM0602
 CM0602                          SUPERSEDED SURVEY CONTROL
 CM0602
 CM0602  NGVD 29 (??/??/92)  195.039  (m)          639.89   (f) ADJ UNCH    2 0
 CM0602
 CM0602.Superseded values are not recommended for survey control.
 CM0602.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 CM0602.See file dsdata.txt to determine how the superseded data were derived.
 CM0602
 CM0602_U.S. NATIONAL GRID SPATIAL ADDRESS: 16SFB640319(NAD 83)
 CM0602_MARKER: DB = BENCH MARK DISK
 CM0602_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 CM0602_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 CM0602_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 CM0602+STABILITY: SURFACE MOTION
 CM0602
 CM0602  HISTORY     - Date     Condition        Report By
 CM0602  HISTORY     - UNK      MONUMENTED       CGS
 CM0602
 CM0602                          STATION DESCRIPTION
 CM0602
 CM0602'DESCRIBED BY COAST AND GEODETIC SURVEY UNK
 CM0602'4.3 MI NE FROM CUSSETA.
 CM0602'G-40 IS LOCATED 4.3 MILES NORTHEAST OF THE RWY. STATION AT CUSSETA,
 CM0602'106 FT. NORTHEAST OF MILE POST 94, 74 FT. NORTHEAST OF THE NELSON
 CM0602'STATION SIGN BOARD POST, 39 FT. EAST OF CENTERLINE OF A ROAD THAT
 CM0602'CROSSES TRACK, 30 FT. NORTH OF NORTH RAIL OF MAINLINE TRACK, 28.6
 CM0602'FT. SOUTHWEST OF A CONCRETE TELEGRAPH POLE.  STANDARD TABLET SET
 CM0602'IN TOP OF A CONCRETE POST 1 INCH HIGH.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0931 ***********************************************************************
 BT0931  DESIGNATION -  G 400
 BT0931  PID         -  BT0931
 BT0931  STATE/COUNTY-  AL/HENRY
 BT0931  USGS QUAD   -  ECHO (1979)
 BT0931
 BT0931                         *CURRENT SURVEY CONTROL
 BT0931  ___________________________________________________________________
 BT0931* NAD 83(1986)-  31 28 34.     (N)    085 23 29.     (W)     SCALED    
 BT0931* NAVD 88     -       124.077  (meters)     407.08   (feet)  ADJUSTED  
 BT0931  ___________________________________________________________________
 BT0931  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BT0931  DYNAMIC HT  -         123.927 (meters)     406.58  (feet)  COMP
 BT0931  MODELED GRAV-     979,428.7   (mgal)                       NAVD 88
 BT0931
 BT0931  VERT ORDER  -  SECOND    CLASS 0
 BT0931
 BT0931.The horizontal coordinates were scaled from a topographic map and have
 BT0931.an estimated accuracy of +/- 6 seconds.
 BT0931
 BT0931.The orthometric height was determined by differential leveling
 BT0931.and adjusted by the National Geodetic Survey in June 1991..
 BT0931
 BT0931.The geoid height was determined by GEOID03.
 BT0931
 BT0931.The dynamic height is computed by dividing the NAVD 88
 BT0931.geopotential number by the normal gravity value computed on the
 BT0931.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0931.degrees latitude (g = 980.6199 gals.).
 BT0931
 BT0931.The modeled gravity was interpolated from observed gravity values.
 BT0931
 BT0931;                    North         East    Units  Estimated Accuracy
 BT0931;SPC AL E     -   108,300.      242,000.      MT  (+/- 180 meters Scaled)
 BT0931
 BT0931                          SUPERSEDED SURVEY CONTROL
 BT0931
 BT0931  NGVD 29 (??/??/92)  124.131  (m)          407.25   (f) ADJ UNCH    2 0
 BT0931
 BT0931.Superseded values are not recommended for survey control.
 BT0931.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0931.See file dsdata.txt to determine how the superseded data were derived.
 BT0931
 BT0931_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV528834(NAD 83)
 BT0931_MARKER: DB = BENCH MARK DISK
 BT0931_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0931_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0931_STAMPING: G 400 1953
 BT0931_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0931+STABILITY: SURFACE MOTION
 BT0931
 BT0931  HISTORY     - Date     Condition        Report By
 BT0931  HISTORY     - 1953     MONUMENTED       CGS
 BT0931
 BT0931                          STATION DESCRIPTION
 BT0931
 BT0931'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0931'5.9 MI NW FROM NEWVILLE.
 BT0931'ABOUT 5.9 MILES NORTHWEST AND NORTH ALONG A BLACK TOP ROAD FROM
 BT0931'THE WATER TOWER AT NEWVILLE, ABOUT 1.4 MILES SOUTH OF THE
 BT0931'JUNCTION OF STATE HIGHWAY 27, 82 YARDS SOUTH OF THE TOP OF A
 BT0931'GRADE, 39 FEET EAST OF CENTER LINE OF ROAD, 1 1/2 FEET NORTHWEST
 BT0931'OF R/W MARKER POST NO. P.T. 72/34.8, ABOUT LEVEL WITH ROAD AND
 BT0931'SET IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0952 ***********************************************************************
 BT0952  DESIGNATION -  G 401
 BT0952  PID         -  BT0952
 BT0952  STATE/COUNTY-  AL/HENRY
 BT0952  USGS QUAD   -  NEWVILLE (1969)
 BT0952
 BT0952                         *CURRENT SURVEY CONTROL
 BT0952  ___________________________________________________________________
 BT0952* NAD 83(1986)-  31 29 48.     (N)    085 15 34.     (W)     SCALED    
 BT0952* NAVD 88     -       118.242  (meters)     387.93   (feet)  ADJUSTED  
 BT0952  ___________________________________________________________________
 BT0952  GEOID HEIGHT-         -26.52  (meters)                     GEOID03
 BT0952  DYNAMIC HT  -         118.100 (meters)     387.47  (feet)  COMP
 BT0952  MODELED GRAV-     979,435.9   (mgal)                       NAVD 88
 BT0952
 BT0952  VERT ORDER  -  SECOND    CLASS 0
 BT0952
 BT0952.The horizontal coordinates were scaled from a topographic map and have
 BT0952.an estimated accuracy of +/- 6 seconds.
 BT0952
 BT0952.The orthometric height was determined by differential leveling
 BT0952.and adjusted by the National Geodetic Survey in June 1991..
 BT0952
 BT0952.The geoid height was determined by GEOID03.
 BT0952
 BT0952.The dynamic height is computed by dividing the NAVD 88
 BT0952.geopotential number by the normal gravity value computed on the
 BT0952.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0952.degrees latitude (g = 980.6199 gals.).
 BT0952
 BT0952.The modeled gravity was interpolated from observed gravity values.
 BT0952
 BT0952;                    North         East    Units  Estimated Accuracy
 BT0952;SPC AL E     -   110,640.      254,520.      MT  (+/- 180 meters Scaled)
 BT0952
 BT0952                          SUPERSEDED SURVEY CONTROL
 BT0952
 BT0952  NGVD 29 (??/??/92)  118.308  (m)          388.15   (f) ADJ UNCH    2 0
 BT0952
 BT0952.Superseded values are not recommended for survey control.
 BT0952.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0952.See file dsdata.txt to determine how the superseded data were derived.
 BT0952
 BT0952_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV653859(NAD 83)
 BT0952_MARKER: DB = BENCH MARK DISK
 BT0952_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0952_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0952_STAMPING: G 401 1953
 BT0952_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0952+STABILITY: SURFACE MOTION
 BT0952
 BT0952  HISTORY     - Date     Condition        Report By
 BT0952  HISTORY     - 1953     MONUMENTED       CGS
 BT0952  HISTORY     - 1982     GOOD             NGS
 BT0952
 BT0952                          STATION DESCRIPTION
 BT0952
 BT0952'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0952'5.3 MI S FROM ABBEVILLE.
 BT0952'ABOUT 5.3 MILES SOUTH ALONG U.S. HIGHWAY 241 FROM THE COURT HOUSE
 BT0952'AT ABBEVILLE, ABOUT 0.55 MILE NORTH OF THE JUNCTION OF A ROAD WEST
 BT0952'AND A CHURCH AND CEMETERY, ABOUT 0.4 MILE SOUTH OF GRIGGS STORE,
 BT0952'53 1/2 FEET EAST OF CENTER LINE OF HIGHWAY, 48 FEET SOUTHEAST
 BT0952'OF SOUTH END OF EAST HEAD WALL OF A 3-FOOT CONCRETE CULVERT,
 BT0952'1 FOOT WEST OF A FENCE LINE, 2 FEET NORTH OF A WHITE WOODEN
 BT0952'WITNESS POST, ABOUT 2 1/2 FEET BELOW LEVEL OF HIGHWAY AND SET
 BT0952'IN THE TOP OF A CONCRETE POST PROJECTING 3 INCHES.
 BT0952
 BT0952                          STATION RECOVERY (1982)
 BT0952
 BT0952'RECOVERY NOTE BY NATIONAL GEODETIC SURVEY 1982
 BT0952'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0664 ***********************************************************************
 BT0664  DESIGNATION -  G 402
 BT0664  PID         -  BT0664
 BT0664  STATE/COUNTY-  AL/HENRY
 BT0664  USGS QUAD   -  ABBEVILLE EAST (1979)
 BT0664
 BT0664                         *CURRENT SURVEY CONTROL
 BT0664  ___________________________________________________________________
 BT0664* NAD 83(1986)-  31 33 17.     (N)    085 10 47.     (W)     SCALED    
 BT0664* NAVD 88     -       130.543  (meters)     428.29   (feet)  ADJUSTED  
 BT0664  ___________________________________________________________________
 BT0664  GEOID HEIGHT-         -26.45  (meters)                     GEOID03
 BT0664  DYNAMIC HT  -         130.386 (meters)     427.77  (feet)  COMP
 BT0664  MODELED GRAV-     979,432.7   (mgal)                       NAVD 88
 BT0664
 BT0664  VERT ORDER  -  SECOND    CLASS 0
 BT0664
 BT0664.The horizontal coordinates were scaled from a topographic map and have
 BT0664.an estimated accuracy of +/- 6 seconds.
 BT0664
 BT0664.The orthometric height was determined by differential leveling
 BT0664.and adjusted by the National Geodetic Survey in June 1991..
 BT0664
 BT0664.The geoid height was determined by GEOID03.
 BT0664
 BT0664.The dynamic height is computed by dividing the NAVD 88
 BT0664.geopotential number by the normal gravity value computed on the
 BT0664.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0664.degrees latitude (g = 980.6199 gals.).
 BT0664
 BT0664.The modeled gravity was interpolated from observed gravity values.
 BT0664
 BT0664;                    North         East    Units  Estimated Accuracy
 BT0664;SPC AL E     -   117,120.      262,060.      MT  (+/- 180 meters Scaled)
 BT0664
 BT0664                          SUPERSEDED SURVEY CONTROL
 BT0664
 BT0664  NGVD 29 (??/??/92)  130.615  (m)          428.53   (f) ADJ UNCH    2 0
 BT0664
 BT0664.Superseded values are not recommended for survey control.
 BT0664.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0664.See file dsdata.txt to determine how the superseded data were derived.
 BT0664
 BT0664_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV727925(NAD 83)
 BT0664_MARKER: DB = BENCH MARK DISK
 BT0664_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0664_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0664_STAMPING: G 402 1953
 BT0664_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0664+STABILITY: SURFACE MOTION
 BT0664
 BT0664  HISTORY     - Date     Condition        Report By
 BT0664  HISTORY     - 1953     MONUMENTED       CGS
 BT0664
 BT0664                          STATION DESCRIPTION
 BT0664
 BT0664'DESCRIBED BY COAST AND GEODETIC SURVEY 1953
 BT0664'5.2 MI W FROM SHORTERVILLE.
 BT0664'ABOUT 5.0 MILES WEST ALONG STATE HIGHWAY 10 FROM THE JUNCTION
 BT0664'OF A BLACK TOP ROAD SOUTHWEST AT SHORTERVILLE, THENCE ABOUT
 BT0664'0.15 MILE SOUTH ALONG A GRADED ROAD, 65 FEET SOUTHEAST OF CENTER
 BT0664'LINE OF ROAD, 229 FEET NORTHEAST OF NORTH CORNER OF OLD ZION
 BT0664'CHURCH, 29 FEET EAST OF A 22-INCH RED OAK TREE, 1 FOOT SOUTHWEST
 BT0664'OF A FENCE LINE, 41 FEET SOUTHEAST OF A FENCE CORNER, 131
 BT0664'FEET NORTH OF CENTER OF A WELL WITH AN ELECTRIC PUMP, 2 FEET
 BT0664'EAST OF A WHITE WOODEN WITNESS POST, ABOUT 2 1/2 FEET ABOVE
 BT0664'LEVEL OF ROAD, AND SET IN THE TOP OF A CONCRETE POST PROJECTING
 BT0664'2 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BT0989 ***********************************************************************
 BT0989  DESIGNATION -  G 403
 BT0989  PID         -  BT0989
 BT0989  STATE/COUNTY-  AL/HENRY
 BT0989  USGS QUAD   -  COLUMBIA NE (1970)
 BT0989
 BT0989                         *CURRENT SURVEY CONTROL
 BT0989  ___________________________________________________________________
 BT0989* NAD 83(1986)-  31 24 44.     (N)    085 05 59.     (W)     SCALED    
 BT0989* NAVD 88     -        40.760  (meters)     133.73   (feet)  ADJUSTED  
 BT0989  ___________________________________________________________________
 BT0989  GEOID HEIGHT-         -26.89  (meters)                     GEOID03
 BT0989  DYNAMIC HT  -          40.710 (meters)     133.56  (feet)  COMP
 BT0989  MODELED GRAV-     979,419.4   (mgal)                       NAVD 88
 BT0989
 BT0989  VERT ORDER  -  SECOND    CLASS 0
 BT0989
 BT0989.The horizontal coordinates were scaled from a topographic map and have
 BT0989.an estimated accuracy of +/- 6 seconds.
 BT0989
 BT0989.The orthometric height was determined by differential leveling
 BT0989.and adjusted by the National Geodetic Survey in June 1991..
 BT0989
 BT0989.The geoid height was determined by GEOID03.
 BT0989
 BT0989.The dynamic height is computed by dividing the NAVD 88
 BT0989.geopotential number by the normal gravity value computed on the
 BT0989.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BT0989.degrees latitude (g = 980.6199 gals.).
 BT0989
 BT0989.The modeled gravity was interpolated from observed gravity values.
 BT0989
 BT0989;                    North         East    Units  Estimated Accuracy
 BT0989;SPC AL E     -   101,370.      269,760.      MT  (+/- 180 meters Scaled)
 BT0989
 BT0989                          SUPERSEDED SURVEY CONTROL
 BT0989
 BT0989  NGVD 29 (??/??/92)   40.836  (m)          133.98   (f) ADJ UNCH    2 0
 BT0989
 BT0989.Superseded values are not recommended for survey control.
 BT0989.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BT0989.See file dsdata.txt to determine how the superseded data were derived.
 BT0989
 BT0989_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RFV806768(NAD 83)
 BT0989_MARKER: DB = BENCH MARK DISK
 BT0989_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BT0989_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BT0989_STAMPING: G 403 1953
 BT0989_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BT0989+STABILITY: SURFACE MOTION
 BT0989
 BT0989  HISTORY     - Date     Condition        Report By
 BT0989  HISTORY     - 1953     MONUMENTED       CGS
 BT0989  HISTORY     - 1961     GOOD             NGS
 BT0989
 BT0989                          STATION DESCRIPTION
 BT0989
 BT0989'DESCRIBED BY NATIONAL GEODETIC SURVEY 1961
 BT0989'7 MI E FROM HALESBURG.
 BT0989'LOCATED ABOUT 3.1 MILES SOUTHEAST ALONG STATE HIGHWAY 95 FROM THE
 BT0989'SCHOOL AT HALESBURG, THENCE 0.55 MILE EAST AND ABOUT 3.35 MILES
 BT0989'NORTH ALONG A BLACK TOP ROAD, ABOUT 0.25 MILE NORTH OF THE
 BT0989'JUNCTION OF A ROAD WEST TO HALESBURG, 73 FEET NORTHWEST OF THE
 BT0989'CENTERLINE OF THE ROAD, 90 FEET WEST OF THE NORTHWEST END OF THE
 BT0989'SOUTHWEST ABUTMENT OF A ONE-LANE STEEL BRIDGE OVER ABBIE CREEK,
 BT0989'69 FEET WEST-SOUTHWEST OF A TRIANGULAR BLAZED 18-INCH HICKORY
 BT0989'TREE, 1 1/2 FEET SOUTHEAST OF A FENCE LINE, 1 1/2 FEET SOUTHWEST
 BT0989'OF A WHITE WITNESS POST, ABOUT 4 FEET ABOVE THE LEVEL OF THE ROAD,
 BT0989'AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4 INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0277 ***********************************************************************
 BH0277  DESIGNATION -  G 404
 BH0277  PID         -  BH0277
 BH0277  STATE/COUNTY-  AL/MOBILE
 BH0277  USGS QUAD   -  CODEN (1985)
 BH0277
 BH0277                         *CURRENT SURVEY CONTROL
 BH0277  ___________________________________________________________________
 BH0277* NAD 83(1986)-  30 23 51.     (N)    088 14 49.     (W)     SCALED    
 BH0277* NAVD 88     -         4.388  (meters)      14.40   (feet)  POSTED    
 BH0277  ___________________________________________________________________
 BH0277  GEOID HEIGHT-         -28.20  (meters)                     GEOID03
 BH0277  DYNAMIC HT  -           4.380 (meters)      14.37  (feet)  COMP
 BH0277  MODELED GRAV-     979,325.7   (mgal)                       NAVD 88
 BH0277
 BH0277  VERT ORDER  -  * POSTED, Code A , SEE BELOW
 BH0277
 BH0277.The horizontal coordinates were scaled from a topographic map and have
 BH0277.an estimated accuracy of +/- 6 seconds.
 BH0277
 BH0277.The orthometric height was determined by differential leveling
 BH0277.and adjusted by the National Geodetic Survey in 1992..
 BH0277.* This is a POSTED BENCH MARK height.  Code A indicates a distribution
 BH0277.rate of 0.0 thru 1.0 mm/km.
 BH0277
 BH0277.The geoid height was determined by GEOID03.
 BH0277
 BH0277.The dynamic height is computed by dividing the NAVD 88
 BH0277.geopotential number by the normal gravity value computed on the
 BH0277.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0277.degrees latitude (g = 980.6199 gals.).
 BH0277
 BH0277.The modeled gravity was interpolated from observed gravity values.
 BH0277
 BH0277;                    North         East    Units  Estimated Accuracy
 BH0277;SPC AL W     -    44,300.      528,220.      MT  (+/- 180 meters Scaled)
 BH0277
 BH0277                          SUPERSEDED SURVEY CONTROL
 BH0277
 BH0277  NGVD 29 (06/24/99)    4.351  (m)           14.27   (f) ADJUSTED    1 2
 BH0277
 BH0277.Superseded values are not recommended for survey control.
 BH0277.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0277.See file dsdata.txt to determine how the superseded data were derived.
 BH0277
 BH0277_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU802634(NAD 83)
 BH0277_MARKER: DB = BENCH MARK DISK
 BH0277_SETTING: 36 = SET IN A MASSIVE STRUCTURE
 BH0277_SP_SET: BUILDING
 BH0277_STAMPING: G 404 1955
 BH0277_STABILITY: B = PROBABLY HOLD POSITION/ELEVATION WELL
 BH0277
 BH0277  HISTORY     - Date     Condition        Report By
 BH0277  HISTORY     - 1955     MONUMENTED       CGS
 BH0277
 BH0277                          STATION DESCRIPTION
 BH0277
 BH0277'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0277'IN BAYOU LA BATRE.
 BH0277'AT BAYOU LA BATRE, ABOUT 1.15 MILES NORTHWEST AND NORTH ALONG A PAVED
 BH0277'ROAD FROM THE BRIDGE OVER BAYOU CODEN AT CODEN, SET VERTICALLY IN THE
 BH0277'NORTH FACE OF ALBA SCHOOL BUILDING (YELLOW STONE BUILDING), ON THE
 BH0277'WEST SIDE OF THE PAVED ROAD, 1 1/2 FEET WEST OF NORTHEAST CORNER OF
 BH0277'BUILDING, 3/4 FEET WEST OF BUILDING CORNER STONE AND ABOUT 2 1/2 FEET
 BH0277'ABOVE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0116 ***********************************************************************
 BH0116  DESIGNATION -  G 405
 BH0116  PID         -  BH0116
 BH0116  STATE/COUNTY-  AL/MOBILE
 BH0116  USGS QUAD   -  THEODORE (1982)
 BH0116
 BH0116                         *CURRENT SURVEY CONTROL
 BH0116  ___________________________________________________________________
 BH0116* NAD 83(1986)-  30 31 24.     (N)    088 12 24.     (W)     SCALED    
 BH0116* NAVD 88     -        26.969  (meters)      88.48   (feet)  ADJUSTED  
 BH0116  ___________________________________________________________________
 BH0116  GEOID HEIGHT-         -28.42  (meters)                     GEOID03
 BH0116  DYNAMIC HT  -          26.933 (meters)      88.36  (feet)  COMP
 BH0116  MODELED GRAV-     979,323.8   (mgal)                       NAVD 88
 BH0116
 BH0116  VERT ORDER  -  FIRST     CLASS I
 BH0116
 BH0116.The horizontal coordinates were scaled from a topographic map and have
 BH0116.an estimated accuracy of +/- 6 seconds.
 BH0116
 BH0116.The orthometric height was determined by differential leveling
 BH0116.and adjusted by the National Geodetic Survey in June 1991..
 BH0116
 BH0116.The geoid height was determined by GEOID03.
 BH0116
 BH0116.The dynamic height is computed by dividing the NAVD 88
 BH0116.geopotential number by the normal gravity value computed on the
 BH0116.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BH0116.degrees latitude (g = 980.6199 gals.).
 BH0116
 BH0116.The modeled gravity was interpolated from observed gravity values.
 BH0116
 BH0116;                    North         East    Units  Estimated Accuracy
 BH0116;SPC AL W     -    58,220.      532,180.      MT  (+/- 180 meters Scaled)
 BH0116
 BH0116                          SUPERSEDED SURVEY CONTROL
 BH0116
 BH0116  NGVD 29 (??/??/??)   26.925  (m)           88.34   (f) ADJUSTED    1 1
 BH0116
 BH0116.Superseded values are not recommended for survey control.
 BH0116.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0116.See file dsdata.txt to determine how the superseded data were derived.
 BH0116
 BH0116_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU842773(NAD 83)
 BH0116_MARKER: DB = BENCH MARK DISK
 BH0116_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0116_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0116_STAMPING: G 405 1955
 BH0116_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0116+STABILITY: SURFACE MOTION
 BH0116
 BH0116  HISTORY     - Date     Condition        Report By
 BH0116  HISTORY     - 1955     MONUMENTED       CGS
 BH0116  HISTORY     - 1968     GOOD             CGS
 BH0116
 BH0116                          STATION DESCRIPTION
 BH0116
 BH0116'DESCRIBED BY COAST AND GEODETIC SURVEY 1968
 BH0116'1.9 MI NE FROM IRVINGTON.
 BH0116'ABOUT 1.9 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0116'FROM THE CROSSING OF COUNTY ROAD NO. 39 AT IRVINGTON, IN SECTION 17, R
 BH0116'2 W, T 6 S, ABOUT 0.3 MILE NORTHEAST OF MILEPOST 683, ABOUT 0.3 MILE
 BH0116'SOUTHWEST OF THE CROSSING OF PADGETT SWITCH ROAD, 59 1/2 FEET
 BH0116'SOUTHEAST OF THE CENTER LINE OF U. S. HIGHWAY 90, 31.5 FEET NORTHWEST
 BH0116'OF THE NORTHWEST RAIL, 20 1/2 FEET SOUTHWEST OF THE SOUTHEAST LEG OF A
 BH0116'DOUBLE POLE TELEGRAPH LINE, 1.2 FEET NORTHEAST OF A METAL WITNESS
 BH0116'POST, 2 1/2 FEET ABOVE THE LEVEL OF THE TRACK AND SET IN THE TOP OF A
 BH0116'CONCRETE POST PROJECTING 2 INCHES ABOVE THE LEVEL OF THE GROUND.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0146 ***********************************************************************
 BH0146  DESIGNATION -  G 406
 BH0146  PID         -  BH0146
 BH0146  STATE/COUNTY-  AL/MOBILE
 BH0146  USGS QUAD   -  MOBILE (1982)
 BH0146
 BH0146                         *CURRENT SURVEY CONTROL
 BH0146  ___________________________________________________________________
 BH0146* NAD 83(1986)-  30 40 09.     (N)    088 03 33.     (W)     SCALED    
 BH0146* NAVD 88     -         5.86   (+/-2cm)      19.2    (feet)  VERTCON   
 BH0146  ___________________________________________________________________
 BH0146  GEOID HEIGHT-         -28.52  (meters)                     GEOID03
 BH0146
 BH0146  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0146
 BH0146.The horizontal coordinates were scaled from a topographic map and have
 BH0146.an estimated accuracy of +/- 6 seconds.
 BH0146
 BH0146.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0146.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0146.The vertical order pertains to the NGVD 29 superseded value.
 BH0146
 BH0146.The geoid height was determined by GEOID03.
 BH0146
 BH0146;                    North         East    Units  Estimated Accuracy
 BH0146;SPC AL W     -    74,310.      546,420.      MT  (+/- 180 meters Scaled)
 BH0146
 BH0146                          SUPERSEDED SURVEY CONTROL
 BH0146
 BH0146  NGVD 29 (??/??/??)    5.839  (m)           19.16   (f) ADJUSTED    1 2
 BH0146
 BH0146.Superseded values are not recommended for survey control.
 BH0146.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0146.See file dsdata.txt to determine how the superseded data were derived.
 BH0146
 BH0146_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCU985934(NAD 83)
 BH0146_MARKER: DB = BENCH MARK DISK
 BH0146_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BH0146_SP_SET: CULVERT
 BH0146_STAMPING: G 406 1955
 BH0146_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BH0146
 BH0146  HISTORY     - Date     Condition        Report By
 BH0146  HISTORY     - 1955     MONUMENTED       CGS
 BH0146
 BH0146                          STATION DESCRIPTION
 BH0146
 BH0146'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0146'IN MOBILE.
 BH0146'AT MOBILE, ABOUT 0.65 MILE WEST ALONG THE GULF, MOBILE AND OHIO
 BH0146'RAILROAD FROM ITS CROSSING WITH THE LOUISVILLE AND NASHVILLE RAILROAD
 BH0146'IN SOUTH PART OF TOWN, AT THE CROSSING OF GAYLE STREET, IN THE TOP OF
 BH0146'THE NORTH END OF THE WEST CONCRETE HEAD WALL OF A 12-FOOT CONCRETE
 BH0146'CULVERT UNDER GAYLE STREET, 27 1/2 FEET NORTH OF NORTH RAIL, 38 FEET
 BH0146'NORTHWEST OF CENTER OF CROSSING, 24 FEET WEST OF CENTER LINE OF GAYLE
 BH0146'STREET AND ABOUT 2 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BH0168 ***********************************************************************
 BH0168  DESIGNATION -  G 407
 BH0168  PID         -  BH0168
 BH0168  STATE/COUNTY-  AL/MOBILE
 BH0168  USGS QUAD   -  SPRING HILL (1982)
 BH0168
 BH0168                         *CURRENT SURVEY CONTROL
 BH0168  ___________________________________________________________________
 BH0168* NAD 83(1986)-  30 43 48.     (N)    088 12 29.     (W)     SCALED    
 BH0168* NAVD 88     -        44.16   (+/-2cm)     144.9    (feet)  VERTCON   
 BH0168  ___________________________________________________________________
 BH0168  GEOID HEIGHT-         -28.63  (meters)                     GEOID03
 BH0168
 BH0168  VERT ORDER  -  FIRST     CLASS II (See Below)
 BH0168
 BH0168.The horizontal coordinates were scaled from a topographic map and have
 BH0168.an estimated accuracy of +/- 6 seconds.
 BH0168
 BH0168.The NAVD 88 height was computed by applying the VERTCON shift value to
 BH0168.the NGVD 29 height (displayed under SUPERSEDED SURVEY CONTROL.)
 BH0168.The vertical order pertains to the NGVD 29 superseded value.
 BH0168
 BH0168.The geoid height was determined by GEOID03.
 BH0168
 BH0168;                    North         East    Units  Estimated Accuracy
 BH0168;SPC AL W     -    81,140.      532,190.      MT  (+/- 180 meters Scaled)
 BH0168
 BH0168                          SUPERSEDED SURVEY CONTROL
 BH0168
 BH0168  NGVD 29 (??/??/??)   44.117  (m)          144.74   (f) ADJUSTED    1 2
 BH0168
 BH0168.Superseded values are not recommended for survey control.
 BH0168.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BH0168.See file dsdata.txt to determine how the superseded data were derived.
 BH0168
 BH0168_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RCV843003(NAD 83)
 BH0168_MARKER: DB = BENCH MARK DISK
 BH0168_SETTING: 7 = SET IN TOP OF CONCRETE MONUMENT
 BH0168_SP_SET: SET IN TOP OF CONCRETE MONUMENT
 BH0168_STAMPING: G 407 1955
 BH0168_STABILITY: C = MAY HOLD, BUT OF TYPE COMMONLY SUBJECT TO
 BH0168+STABILITY: SURFACE MOTION
 BH0168
 BH0168  HISTORY     - Date     Condition        Report By
 BH0168  HISTORY     - 1955     MONUMENTED       CGS
 BH0168
 BH0168                          STATION DESCRIPTION
 BH0168
 BH0168'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BH0168'4.5 MI SE FROM SEMMES.
 BH0168'ABOUT 4.5 MILES SOUTHEAST ALONG THE GULF, MOBILE AND OHIO RAILROAD
 BH0168'FROM THE STATION AT SEMMES, 60 1/2 FEET SOUTH OF SOUTH RAIL, 100 FEET
 BH0168'WEST OF MILE POST 12, 122 FEET SOUTHEAST OF BENT PIPE OF A PIPE LINE
 BH0168'OF UNITED GAS PIPE LINE COMPANY, 97 FEET SOUTHEAST OF TELEPHONE POLE
 BH0168'NO. 2324, 1 1/2 FEET NORTHWEST OF A WHITE WOODEN WITNESS POST, ABOUT
 BH0168'LEVEL WITH TRACK AND SET IN THE TOP OF A CONCRETE POST PROJECTING 4
 BH0168'INCHES.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BU1395 ***********************************************************************
 BU1395  DESIGNATION -  G 408
 BU1395  PID         -  BU1395
 BU1395  STATE/COUNTY-  AL/ESCAMBIA
 BU1395  USGS QUAD   -  ATMORE (1986)
 BU1395
 BU1395                         *CURRENT SURVEY CONTROL
 BU1395  ___________________________________________________________________
 BU1395* NAD 83(1986)-  31 01 29.     (N)    087 28 45.     (W)     SCALED    
 BU1395* NAVD 88     -        87.223  (meters)     286.16   (feet)  ADJUSTED  
 BU1395  ___________________________________________________________________
 BU1395  GEOID HEIGHT-         -28.11  (meters)                     GEOID03
 BU1395  DYNAMIC HT  -          87.111 (meters)     285.80  (feet)  COMP
 BU1395  MODELED GRAV-     979,362.2   (mgal)                       NAVD 88
 BU1395
 BU1395  VERT ORDER  -  FIRST     CLASS II
 BU1395
 BU1395.The horizontal coordinates were scaled from a topographic map and have
 BU1395.an estimated accuracy of +/- 6 seconds.
 BU1395
 BU1395.The orthometric height was determined by differential leveling
 BU1395.and adjusted by the National Geodetic Survey in June 1991..
 BU1395
 BU1395.The geoid height was determined by GEOID03.
 BU1395
 BU1395.The dynamic height is computed by dividing the NAVD 88
 BU1395.geopotential number by the normal gravity value computed on the
 BU1395.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BU1395.degrees latitude (g = 980.6199 gals.).
 BU1395
 BU1395.The modeled gravity was interpolated from observed gravity values.
 BU1395
 BU1395;                    North         East    Units  Estimated Accuracy
 BU1395;SPC AL W     -   113,590.      601,990.      MT  (+/- 180 meters Scaled)
 BU1395
 BU1395                          SUPERSEDED SURVEY CONTROL
 BU1395
 BU1395  NGVD 29 (??/??/92)   87.195  (m)          286.07   (f) ADJ UNCH    1 2
 BU1395
 BU1395.Superseded values are not recommended for survey control.
 BU1395.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BU1395.See file dsdata.txt to determine how the superseded data were derived.
 BU1395
 BU1395_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV542324(NAD 83)
 BU1395_MARKER: DB = BENCH MARK DISK
 BU1395_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BU1395_SP_SET: CULVERT
 BU1395_STAMPING: G 408 1955
 BU1395_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BU1395_SATELLITE: THE SITE LOCATION WAS REPORTED AS NOT SUITABLE FOR
 BU1395+SATELLITE: SATELLITE OBSERVATIONS - December 04, 2003
 BU1395
 BU1395  HISTORY     - Date     Condition        Report By
 BU1395  HISTORY     - 1955     MONUMENTED       CGS
 BU1395  HISTORY     - 20031204 GOOD             JCLS
 BU1395
 BU1395                          STATION DESCRIPTION
 BU1395
 BU1395'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BU1395'0.8 MI E FROM ATMORE.
 BU1395'0.8 MILE EAST ALONG THE LOUISVILLE AND NASHVULLE RAILROAD FROM THE
 BU1395'STATION AT ATMORE, ABOUT 0.25 MILE EAST OF MILE POST 621, ABOUT 0.1
 BU1395'MILE WEST OF A ROAD CROSSING LEADING NORTH TO MCMURPHYS DAIRY, IN THE
 BU1395'TOP OF THE WEST END OF THE NORTH HEAD WALL OF A 4-FOOT CONCRETE
 BU1395'CULVERT UNDER TRACK, 12 1/2 FEET NORTH OF NORTH RAIL AND ABOUT 3 1/2
 BU1395'FEET BELOW LEVEL OF TRACK.
 BU1395
 BU1395                          STATION RECOVERY (2003)
 BU1395
 BU1395'RECOVERY NOTE BY JOHN CHANCE LAND SURVEYS INC 2003 (MRY)
 BU1395'RECOVERED IN GOOD CONDITION.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 BG2631 ***********************************************************************
 BG2631  DESIGNATION -  G 409
 BG2631  PID         -  BG2631
 BG2631  STATE/COUNTY-  AL/BALDWIN
 BG2631  USGS QUAD   -  DYAS (1994)
 BG2631
 BG2631                         *CURRENT SURVEY CONTROL
 BG2631  ___________________________________________________________________
 BG2631* NAD 83(1986)-  30 55 29.     (N)    087 43 18.     (W)     SCALED    
 BG2631* NAVD 88     -        57.024  (meters)     187.09   (feet)  ADJUSTED  
 BG2631  ___________________________________________________________________
 BG2631  GEOID HEIGHT-         -28.30  (meters)                     GEOID03
 BG2631  DYNAMIC HT  -          56.951 (meters)     186.85  (feet)  COMP
 BG2631  MODELED GRAV-     979,360.6   (mgal)                       NAVD 88
 BG2631
 BG2631  VERT ORDER  -  FIRST     CLASS II
 BG2631
 BG2631.The horizontal coordinates were scaled from a topographic map and have
 BG2631.an estimated accuracy of +/- 6 seconds.
 BG2631
 BG2631.The orthometric height was determined by differential leveling
 BG2631.and adjusted by the National Geodetic Survey in June 1991..
 BG2631
 BG2631.The geoid height was determined by GEOID03.
 BG2631
 BG2631.The dynamic height is computed by dividing the NAVD 88
 BG2631.geopotential number by the normal gravity value computed on the
 BG2631.Geodetic Reference System of 1980 (GRS 80) ellipsoid at 45
 BG2631.degrees latitude (g = 980.6199 gals.).
 BG2631
 BG2631.The modeled gravity was interpolated from observed gravity values.
 BG2631
 BG2631;                    North         East    Units  Estimated Accuracy
 BG2631;SPC AL W     -   102,530.      578,820.      MT  (+/- 180 meters Scaled)
 BG2631
 BG2631                          SUPERSEDED SURVEY CONTROL
 BG2631
 BG2631  NGVD 29 (??/??/92)   56.982  (m)          186.95   (f) ADJ UNCH    1 2
 BG2631
 BG2631.Superseded values are not recommended for survey control.
 BG2631.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 BG2631.See file dsdata.txt to determine how the superseded data were derived.
 BG2631
 BG2631_U.S. NATIONAL GRID SPATIAL ADDRESS: 16RDV310214(NAD 83)
 BG2631_MARKER: DB = BENCH MARK DISK
 BG2631_SETTING: 30 = SET IN A LIGHT STRUCTURE
 BG2631_SP_SET: CULVERT
 BG2631_STAMPING: G 409 1955
 BG2631_STABILITY: D = MARK OF QUESTIONABLE OR UNKNOWN STABILITY
 BG2631
 BG2631  HISTORY     - Date     Condition        Report By
 BG2631  HISTORY     - 1955     MONUMENTED       CGS
 BG2631
 BG2631                          STATION DESCRIPTION
 BG2631
 BG2631'DESCRIBED BY COAST AND GEODETIC SURVEY 1955
 BG2631'4.2 MI NE FROM BAY MINETTE.
 BG2631'ABOUT 4.15 MILES NORTHEAST ALONG THE LOUISVILLE AND NASHVILLE
 BG2631'RAILROAD FROM THE STATION AT BAY MINETTE, ABOUT 340 YARDS SOUTHWEST
 BG2631'OF MILE POST 638, ABOUT 0.15 MILE NORTHEAST OF WOODS ROAD CROSSING
 BG2631'AT PINCHONA, ABOUT 0.2 MILE SOUTHWEST OF WOODS ROAD CROSSING AT
 BG2631'CARNEY, IN THE TOP OF THE SOUTHWEST END OF THE SOUTHEAST HEADWALL
 BG2631'OF A 6-FOOT CONCRETE BOX CULVERT UNDER TRACK, 14 FEET SOUTHEAST
 BG2631'OF SOUTHEAST RAIL AND ABOUT 4 1/2 FEET BELOW LEVEL OF TRACK.
1        National Geodetic Survey,   Retrieval Date = OCTOBER  8, 2006
 CN0255 ***********************************************************************
 CN0255  DESIGNATION -  G 41
 CN0255  PID         -  CN0255
 CN0255  STATE/COUNTY-  AL/COOSA
 CN0255  USGS QUAD   -  EQUALITY (1971)
 CN0255
 CN0255                         *CURRENT SURVEY CONTROL
 CN0255  ___________________________________________________________________
 CN0255* NAD 83(1986)-  32 49 59.     (N)    086 06 26.     (W)     SCALED    
 CN0255* NAVD 88     -       231.997  (meters)     761.14   (feet)  ADJUSTED  
 CN0255  ___________________________________________________________________
 CN0255  GEOID HEIGHT-         -29.04  (meters)                     GEOID03
 CN0255  DYNAMIC HT  -         231.726 (meters)     760.25  (feet)  COMP
 CN0255  MODELED GRAV-     979,463.5   (mgal)                       NAVD 88
 CN0255
 CN0255  VERT ORDER  -  SECOND    CLASS 0
 CN0255
 CN0255.The horizontal coordinates were scaled from a topographic map and have
 CN0255.an estimated accuracy of +/- 6 seconds.
 CN0255
 CN0255.The orthometric height was determined by differential leveling
 CN0255.and adjusted by the National Geodetic Survey in June 1991..
 CN0255
 CN025